














                                  SURVEY CONTROL DATA
                                
                             STATE=FL
                             [MAY  9, 2026 04:34:4]
                    PROGRAM = datasheet95, VERSION = 8.12.5.20
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1782 ***********************************************************************
 BE1782  DESIGNATION -  0 RESET
 BE1782  PID         -  BE1782
 BE1782  STATE/COUNTY-  FL/WAKULLA
 BE1782  COUNTRY     -  US
 BE1782  USGS QUAD   -  SOPCHOPPY (2018)
 BE1782
 BE1782                         *CURRENT SURVEY CONTROL
 BE1782  ______________________________________________________________________
 BE1782* NAD 83(1986) POSITION- 30 05 29.     (N) 084 23 08.     (W)   SCALED
 BE1782* NAVD 88 ORTHO HEIGHT -    11.760 (meters)       38.58  (feet) ADJUSTED
 BE1782  ______________________________________________________________________
 BE1782  GEOID HEIGHT    -        -27.433 (meters)                     GEOID18
 BE1782  DYNAMIC HEIGHT  -         11.745 (meters)       38.53  (feet) COMP
 BE1782  MODELED GRAVITY -    979,332.1   (mgal)                       NAVD 88
 BE1782  OBS GRAVITY     -    979,328.6   (mgal)                       GRAV_OBS
 BE1782
 BE1782  VERT ORDER      -  SECOND    CLASS I
 BE1782
 BE1782.The horizontal coordinates were scaled from a map and have
 BE1782.an estimated accuracy of +/- 6 seconds.
 BE1782
 BE1782.The orthometric height was determined by differential leveling and
 BE1782.adjusted by the NATIONAL GEODETIC SURVEY
 BE1782.in June 1991.
 BE1782
 BE1782.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1782.GEOID18 height accuracy estimate available here.
 BE1782
 BE1782.Click photographs - Photos may exist for this station.
 BE1782
 BE1782.The dynamic height is computed by dividing the NAVD 88
 BE1782.geopotential number by the normal gravity value computed on the
 BE1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1782.degrees latitude (g = 980.6199 gals.).
 BE1782
 BE1782.The modeled gravity was interpolated from observed gravity values.
 BE1782
 BE1782.The observed gravity was obtained from relative gravimeter ties
 BE1782.to the IGSN71 gravity network.
 BE1782
 BE1782;                    North         East    Units  Estimated Accuracy
 BE1782;SPC FL N     -   120,980.      611,030.      MT  (+/- 180 meters Scaled)
 BE1782
 BE1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU519317(NAD 83)
 BE1782
 BE1782                          SUPERSEDED SURVEY CONTROL
 BE1782
 BE1782.No superseded survey control is available for this station.
 BE1782
 BE1782_MARKER: DD = SURVEY DISK
 BE1782_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE1782_SP_SET: CULVERT HEADWALL
 BE1782_STAMPING: DNR 0 RESET 1977
 BE1782_MARK LOGO: FLDNR
 BE1782_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1782+STABILITY: SURFACE MOTION
 BE1782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1782+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1993
 BE1782
 BE1782  HISTORY     - Date     Condition        Report By
 BE1782  HISTORY     - 1977     MONUMENTED       FLDNR
 BE1782  HISTORY     - 1978     GOOD             FLDNR
 BE1782  HISTORY     - 19930215 GOOD             FLDNR
 BE1782  HISTORY     - 20040628 MARK NOT FOUND   FLDT
 BE1782
 BE1782                          STATION DESCRIPTION
 BE1782
 BE1782'DESCRIBED BY FL DEPT OF NAT RES 1978
 BE1782'0.5 MI NORTH FROM MEDART.
 BE1782'BEGIN AT THE INTERSECTION OF US 98 AND STATE ROAD 375 IN MEDART.
 BE1782'PROCEED 0.5 MILE NORTH ON US 98 TO THE MARK, WHICH BEARS 26 FEET WEST
 BE1782'OF THE CENTERLINE OF US 98, 26 FEET NORTHEAST OF POWER POLE 59 B 317F,
 BE1782'34.2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF PIGOTTS CASH AND CARRY,
 BE1782'AND 41.2 FEET EAST OF A 2.8 FOOT DIAMETER CEDAR TREE.
 BE1782
 BE1782                          STATION RECOVERY (1993)
 BE1782
 BE1782'RECOVERY NOTE BY FL DEPT OF NAT RES 1993 (PBM)
 BE1782'THE MARK IS LOCATED IN MEDART, 3.9 MI (6.3 KM) NORTH OF PANACEA, 5.5
 BE1782'MI (8.9 KM) SOUTH OF CRAWFORDVILLE, 0.5 MI (0.8 KM) NORTH OF THE
 BE1782'SOUTHERN MOST INTERSECTION OF U.S. HIGHWAY 98 AND U.S. HIGHWAY 319 IN
 BE1782'MEDART, IN SECTION 36, TOWNSHIP 4 SOUTH, RANGE 2 WEST. TO REACH THE
 BE1782'MARK FROM THE POST OFFICE IN PANACEA, GO NORTHERLY ON U.S. HIGHWAY 98
 BE1782'FOR 4.1 MI (6.6 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A
 BE1782'CONCRETE HEADWALL FOR A CULVERT UNDER U.S. HIGHWAY 98. THE MARK IS,
 BE1782'34.2 FT (10.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF PIGOTTS CASH AND
 BE1782'CARRY, 29.5 FT (9.0 M) NORTHEAST OF POWER POLE NUMBER 5-34058, 26.0 FT
 BE1782'(7.9 M) WEST OF THE CENTERLINE OF U.S HIGHWAY 98, 8.0 FT (2.4 M) SOUTH
 BE1782'OF THE NORTH END OF A CONCRETE HEADWALL FOR A CULVERT AND 2.0 FT (0.6
 BE1782'M) NORTH-NORTHWEST OF A METAL WITNESS POST.
 BE1782
 BE1782                          STATION RECOVERY (2004)
 BE1782
 BE1782'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (BWF)
 BE1782'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG1742 ***********************************************************************
 BG1742  DESIGNATION -  0.00
 BG1742  PID         -  BG1742
 BG1742  STATE/COUNTY-  FL/ESCAMBIA
 BG1742  COUNTRY     -  US
 BG1742  USGS QUAD   -  PENSACOLA (2018)
 BG1742
 BG1742                         *CURRENT SURVEY CONTROL
 BG1742  ______________________________________________________________________
 BG1742* NAD 83(1986) POSITION- 30 25 06.     (N) 087 11 45.     (W)   SCALED
 BG1742* NAVD 88 ORTHO HEIGHT -     1.922 (meters)        6.31  (feet) ADJUSTED
 BG1742* NAVD 88 EPOCH        -  2009.55
 BG1742  **This station is located in a suspected subsidence area (see below).
 BG1742  ______________________________________________________________________
 BG1742  GEOID HEIGHT    -        -27.407 (meters)                     GEOID18
 BG1742  DYNAMIC HEIGHT  -          1.920 (meters)        6.30  (feet) COMP
 BG1742  MODELED GRAVITY -    979,349.2   (mgal)                       NAVD 88
 BG1742
 BG1742  VERT ORDER      -  SECOND    CLASS 0
 BG1742
 BG1742.The horizontal coordinates were scaled from a map and have
 BG1742.an estimated accuracy of +/- 6 seconds.
 BG1742
 BG1742.** This station is in an area of known vertical motion.  Due to the
 BG1742.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG1742.** determined the orthometric heights for marks in these suspect
 BG1742.** subsidence areas should be considered valid only at the epoch date
 BG1742.** associated with the orthometric height.  These heights must always
 BG1742.** be validated when used as control.  All previously superseded
 BG1742.** orthometric heights are now considered suspect and are available
 BG1742.** in the superseded section.  NGS does not recommend using suspect
 BG1742.** or superseded heights as control.
 BG1742
 BG1742.The orthometric height was determined by differential leveling and
 BG1742.adjusted by the NATIONAL GEODETIC SURVEY
 BG1742.in July 2012.
 BG1742
 BG1742.No vertical observational check was made to the station.
 BG1742
 BG1742.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG1742.GEOID18 height accuracy estimate available here.
 BG1742
 BG1742.Click photographs - Photos may exist for this station.
 BG1742
 BG1742.The dynamic height is computed by dividing the NAVD 88
 BG1742.geopotential number by the normal gravity value computed on the
 BG1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1742.degrees latitude (g = 980.6199 gals.).
 BG1742
 BG1742.The modeled gravity was interpolated from observed gravity values.
 BG1742
 BG1742;                    North         East    Units  Estimated Accuracy
 BG1742;SPC FL N     -   160,280.      341,020.      MT  (+/- 180 meters Scaled)
 BG1742
 BG1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU811651(NAD 83)
 BG1742
 BG1742                          SUPERSEDED SURVEY CONTROL
 BG1742
 BG1742  NAVD 88 (06/15/91)    1.937  (m)            6.36   (f) SUPERSEDED  2 0
 BG1742  NGVD 29 (??/??/92)    2.013  (m)            6.60   (f) ADJ UNCH    2 0
 BG1742
 BG1742.Superseded values are not recommended for survey control.
 BG1742
 BG1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1742.See file dsdata.pdf to determine how the superseded data were derived.
 BG1742
 BG1742_MARKER: DD = SURVEY DISK
 BG1742_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG1742_SP_SET: CURB
 BG1742_STAMPING: STA 0-00 1939 PENSACOLA HARBOR
 BG1742_MARK LOGO: USACE
 BG1742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG1742
 BG1742  HISTORY     - Date     Condition        Report By
 BG1742  HISTORY     - 1939     MONUMENTED       USACE
 BG1742  HISTORY     - 1955     GOOD             CGS
 BG1742
 BG1742                          STATION DESCRIPTION
 BG1742
 BG1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG1742'AT PENSACOLA.
 BG1742'AT PENNSACOLA, ABOUT 0.95 MILE SOUTHEAST ALONG U.S. HIGHWAY 98
 BG1742'FROM THE LOUISVILLE AND RAILROAD STATION, ABOUT 0.35 MILE
 BG1742'NORTHWEST OF NORTH END OF HIGHWAY BRIDGE OVER PENSACOLA BAY, ON
 BG1742'THE INSIDE OF A CURVE IN HIGHWAY WHICH EXTENDS SOUTHEAST TO
 BG1742'BRIDGE AND EXTENDS WEST ALONG GREGORY STREET, SOUTHWEST AND
 BG1742'ACROSS HIGHWAY FROM FLORIDA HIGHWAY PATROL STATION, IN THE TOP
 BG1742'OF CONCRETE CURB AND ON THE EAST SIDE OF A BREAK IN CURB FOR
 BG1742'DRAIN, 19 FEET EAST OF A POWER POLE, 20 FEET NORTH OF A PALM
 BG1742'TREE (THE EXTREME NORTH ONE OF A ROW OF PALMS WHICH EXTEND
 BG1742'TOWARDS THE NORTH END OF BRIDGE) AND ABOUT LEVEL WITH HIGHWAY.
 BG1742'NOTE-- CURB IS CARCKED AND DOES NOT APPEAR TO BE STABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL7592 ***********************************************************************
 DL7592  DESIGNATION -  00 07 605 0
 DL7592  PID         -  DL7592
 DL7592  STATE/COUNTY-  FL/ORANGE
 DL7592  COUNTRY     -  US
 DL7592  USGS QUAD   -  LAKE POINSETT NW (2018)
 DL7592
 DL7592                         *CURRENT SURVEY CONTROL
 DL7592  ______________________________________________________________________
 DL7592* NAD 83(1986) POSITION- 28 23 38.9    (N) 080 56 37.5    (W)   HD_HELD2
 DL7592* NAVD 88 ORTHO HEIGHT -    11.952 (meters)       39.21  (feet) ADJUSTED
 DL7592  ______________________________________________________________________
 DL7592  GEOID HEIGHT    -        -28.164 (meters)                     GEOID18
 DL7592  DYNAMIC HEIGHT  -         11.935 (meters)       39.16  (feet) COMP
 DL7592  MODELED GRAVITY -    979,192.5   (mgal)                       NAVD 88
 DL7592
 DL7592  VERT ORDER      -  FIRST     CLASS II
 DL7592
 DL7592.The horizontal coordinates were established by autonomous hand held GPS
 DL7592.observations and have an estimated accuracy of +/- 10 meters.
 DL7592
 DL7592.The orthometric height was determined by differential leveling and
 DL7592.adjusted by the NATIONAL GEODETIC SURVEY
 DL7592.in June 2010.
 DL7592
 DL7592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7592.GEOID18 height accuracy estimate available here.
 DL7592
 DL7592.Click photographs - Photos may exist for this station.
 DL7592
 DL7592.The dynamic height is computed by dividing the NAVD 88
 DL7592.geopotential number by the normal gravity value computed on the
 DL7592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7592.degrees latitude (g = 980.6199 gals.).
 DL7592
 DL7592.The modeled gravity was interpolated from observed gravity values.
 DL7592
 DL7592;                    North         East    Units  Estimated Accuracy
 DL7592;SPC FL E     -   449,887.      205,512.      MT  (+/- 10 meters HH2 GPS)
 DL7592
 DL7592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM0551040865(NAD 83)
 DL7592
 DL7592                          SUPERSEDED SURVEY CONTROL
 DL7592
 DL7592.No superseded survey control is available for this station.
 DL7592
 DL7592_MARKER: DD = SURVEY DISK
 DL7592_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL7592_STAMPING: BM 00-07-605-0
 DL7592_MARK LOGO: FL-095
 DL7592_PROJECTION: RECESSED 5 CENTIMETERS
 DL7592_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL7592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7592+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 DL7592
 DL7592  HISTORY     - Date     Condition        Report By
 DL7592  HISTORY     - UNK      MONUMENTED       SJRWMD
 DL7592  HISTORY     - 20080515 GOOD             FLDEP
 DL7592
 DL7592                          STATION DESCRIPTION
 DL7592
 DL7592'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL7592'THE MARK IS ABOUT 14.9 MI (24.0 KM) WEST-SOUTHWEST OF COURTENAY, 14.8
 DL7592'MI (23.8 KM) SOUTHEAST OF BITHLO, 11.5 MI (18.5 KM) WEST-SOUTHWEST OF
 DL7592'SHARPS, IN SECTION 20, TOWNSHIP 24 SOUTH, RANGE 34 EAST.
 DL7592'
 DL7592'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (COCOA
 DL7592'BOULEVARD) AND STATE HIGHWAY 520 (KING STREET) IN COCOA, GO WEST ON
 DL7592'STATE HIGHWAY 520 (KING STREET) FOR 3.9 MI (6.3 KM) TO THE
 DL7592'INTERSECTION OF INTERSTATE 95 OVERPASS.  CONTINUE WEST ON STATE
 DL7592'HIGHWAY 520 FOR 1.95 MI (3.1 KM) TO THE JUNCTION OF STATE HIGHWAY 524
 DL7592'ON THE RIGHT.  CONTINUE NORTHWEST ON STATE HIGHWAY 520 FOR 6.1 MI (9.8
 DL7592'KM) TO THE JUNCTION OF COUNTY ROAD 532 (NOVA ROAD) ON THE LEFT.
 DL7592'CONTINUE NORTHWEST ON STATE HIGHWAY 520 FOR 1.7 MI (2.7 KM) TO THE
 DL7592'JUNCTION OF TAYLOR CREEK ROAD ON THE LEFT AND THE MARK ON THE LEFT.
 DL7592'THE MARK CAN ALSO BE REACHED FROM THE JUNCTION OF STATE HIGHWAY 50 AND
 DL7592'STATE HIGHWAY 520 NEAR BITHLO, GO SOUTHEAST ON STATE HIGHWAY 520 FOR
 DL7592'9.0 MI (14.5 KM) TO THE STATE HIGHWAY 528 OVERPASS (A TOLL ROAD).
 DL7592'CONTINUE SOUTHEAST ON STATE HIGHWAY 520 FOR 4.65 MI (7.5 KM) TO THE
 DL7592'JUNCTION OF TAYLOR CREEK ROAD ON THE RIGHT AND THE MARK ON THE RIGHT,
 DL7592'SET IN THE TOP OF A PREFABRICATED CONCRETE POST PROJECTING 0.1 FT (0.0
 DL7592'M) ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH TAYLOR CREEK
 DL7592'ROAD.
 DL7592'
 DL7592'LOCATED 44.5 FT (13.6 M) WEST-SOUTHWEST OF THE CENTERLINE OF STATE
 DL7592'HIGHWAY 520 EASTBOUND LANES, 33.0 FT (10.1 M) SOUTHEAST OF THE
 DL7592'CENTERLINE OF TAYLOR CREEK ROAD, 8.0 FT (2.4 M) WEST OF A STOP SIGNS
 DL7592'WITH TWO ROAD SIGN ON THE TOP AND 0.9 FT (0.3 M) NORTHWEST OF A ST.
 DL7592'JOHNS RIVER WITNESS POST.
 DL7592'
 DL7592'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL7592'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4562 ***********************************************************************
 DI4562  DESIGNATION -  00 08 654 0
 DI4562  PID         -  DI4562
 DI4562  STATE/COUNTY-  FL/VOLUSIA
 DI4562  COUNTRY     -  US
 DI4562  USGS QUAD   -  LAKE HELEN (2018)
 DI4562
 DI4562                         *CURRENT SURVEY CONTROL
 DI4562  ______________________________________________________________________
 DI4562* NAD 83(1986) POSITION- 28 53 04.6    (N) 081 13 25.2    (W)   HD_HELD2
 DI4562* NAVD 88 ORTHO HEIGHT -    16.930 (meters)       55.54  (feet) ADJUSTED
 DI4562  ______________________________________________________________________
 DI4562  GEOID HEIGHT    -        -27.912 (meters)                     GEOID18
 DI4562  DYNAMIC HEIGHT  -         16.906 (meters)       55.47  (feet) COMP
 DI4562  MODELED GRAVITY -    979,251.2   (mgal)                       NAVD 88
 DI4562
 DI4562  VERT ORDER      -  SECOND    CLASS I
 DI4562
 DI4562.The horizontal coordinates were established by autonomous hand held GPS
 DI4562.observations and have an estimated accuracy of +/- 10 meters.
 DI4562
 DI4562.The orthometric height was determined by differential leveling and
 DI4562.adjusted by the NATIONAL GEODETIC SURVEY
 DI4562.in January 2008.
 DI4562
 DI4562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4562.GEOID18 height accuracy estimate available here.
 DI4562
 DI4562.Click photographs - Photos may exist for this station.
 DI4562
 DI4562.The dynamic height is computed by dividing the NAVD 88
 DI4562.geopotential number by the normal gravity value computed on the
 DI4562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4562.degrees latitude (g = 980.6199 gals.).
 DI4562
 DI4562.The modeled gravity was interpolated from observed gravity values.
 DI4562
 DI4562;                    North         East    Units  Estimated Accuracy
 DI4562;SPC FL E     -   504,262.      178,183.      MT  (+/- 10 meters HH2 GPS)
 DI4562
 DI4562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7819095222(NAD 83)
 DI4562
 DI4562                          SUPERSEDED SURVEY CONTROL
 DI4562
 DI4562.No superseded survey control is available for this station.
 DI4562
 DI4562_MARKER: DD = SURVEY DISK
 DI4562_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI4562_STAMPING: BM 00-08-654-0
 DI4562_MARK LOGO: SJRWMD
 DI4562_PROJECTION: RECESSED 3 CENTIMETERS
 DI4562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI4562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4562+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2021
 DI4562
 DI4562  HISTORY     - Date     Condition        Report By
 DI4562  HISTORY     - 2000     MONUMENTED       SJRWMD
 DI4562  HISTORY     - 20041202 GOOD             FLDEP
 DI4562  HISTORY     - 20210501 GOOD             GEOCAC
 DI4562
 DI4562                          STATION DESCRIPTION
 DI4562
 DI4562'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI4562'THE MARK IS ABOUT 5.0 MI NORTHWEST OF OSTEEN, IN DELTONA, IN SECTION
 DI4562'33, TOWNSHIP 18  SOUTH, RANGE 31 EAST.
 DI4562'
 DI4562'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 415 AND DOYLE
 DI4562'ROAD (COUNTY ROAD  4162) IN OSTEEN, GO WESTERLY ON DOYLE ROAD (COUNTY
 DI4562'ROAD 4162) FOR 1.55 MI TO THE  INTERSECTION OF COURTLAND BOULEVARD,
 DI4562'CONTINUE NORTHWEST ON DOYLE ROAD (COUNTY  ROAD 4162) FOR 4.0 MI TO THE
 DI4562'JUNCTION OF SAXON BOULEVARD ON THE RIGHT, TURN RIGHT ON  SAXON
 DI4562'BOULEVARD AND GO NORTHERLY FOR 1.15 MI TO THE INTERSECTION OF EAST
 DI4562'NORMANDY  BOULEVARD AND THE MARK ON THE LEFT, A SAINT JOHNS RIVER
 DI4562'WATER MANAGEMENT DISTRICT  (SHRWMD) ALUMINUM DISK SET IN THE TOP OF A
 DI4562'0.4 FT SQUARE PREFABRICATED CONCRETE POST  SURROUNDED BY CONCRETE AND
 DI4562'PROJECTING 0.4 FT ABOVE THE LEVEL OF THE GROUND AND ABOUT  0.6 FT
 DI4562'ABOVE THE LEVEL OF SAXON BOULEVARD.
 DI4562'
 DI4562'LOCATED 25.0 FT NORTH-NORTHWEST OF THE NORTH EDGE OF EAST NORMANDY
 DI4562'BOULEVARD, 20.0  FT WEST-SOUTHWEST OF THE WEST EDGE OF THE PAVEMENT OF
 DI4562'SAXON BOULEVARD, 5.7 FT  WEST-SOUTHWEST OF THE WEST EDGE OF THE
 DI4562'SIDEWALK, 4.7 FT NORTH-NORTHWEST OF THE  NORTH EDGE OF THE SIDEWALK
 DI4562'AND 1.0 FT SOUTH OF A SJRWMD PVC WITNESS POST.
 DI4562'
 DI4562'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI4562'MONUMENT.
 DI4562
 DI4562                          STATION RECOVERY (2021)
 DI4562
 DI4562'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DI4562'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF4029 ***********************************************************************
 DF4029  DESIGNATION -  00 14 060 0
 DF4029  PID         -  DF4029
 DF4029  STATE/COUNTY-  FL/MARION
 DF4029  COUNTRY     -  US
 DF4029  USGS QUAD   -  EUREKA DAM (2018)
 DF4029
 DF4029                         *CURRENT SURVEY CONTROL
 DF4029  ______________________________________________________________________
 DF4029* NAD 83(1986) POSITION- 29 29 58.     (N) 081 56 54.     (W)   SCALED
 DF4029* NAVD 88 ORTHO HEIGHT -    20.076 (meters)       65.87  (feet) ADJUSTED
 DF4029  ______________________________________________________________________
 DF4029  GEOID HEIGHT    -        -28.075 (meters)                     GEOID18
 DF4029  DYNAMIC HEIGHT  -         20.049 (meters)       65.78  (feet) COMP
 DF4029  MODELED GRAVITY -    979,279.8   (mgal)                       NAVD 88
 DF4029
 DF4029  VERT ORDER      -  SECOND    CLASS I
 DF4029
 DF4029.The horizontal coordinates were scaled from a map and have
 DF4029.an estimated accuracy of +/- 6 seconds.
 DF4029
 DF4029.The orthometric height was determined by differential leveling and
 DF4029.adjusted by the NATIONAL GEODETIC SURVEY
 DF4029.in May 2004.
 DF4029
 DF4029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4029.GEOID18 height accuracy estimate available here.
 DF4029
 DF4029.Click photographs - Photos may exist for this station.
 DF4029
 DF4029.The dynamic height is computed by dividing the NAVD 88
 DF4029.geopotential number by the normal gravity value computed on the
 DF4029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4029.degrees latitude (g = 980.6199 gals.).
 DF4029
 DF4029.The modeled gravity was interpolated from observed gravity values.
 DF4029
 DF4029;                    North         East    Units  Estimated Accuracy
 DF4029;SPC FL W     -   572,390.      205,010.      MT  (+/- 180 meters Scaled)
 DF4029
 DF4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN080636(NAD 83)
 DF4029
 DF4029                          SUPERSEDED SURVEY CONTROL
 DF4029
 DF4029.No superseded survey control is available for this station.
 DF4029
 DF4029_MARKER: DD = SURVEY DISK
 DF4029_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF4029_STAMPING: BM 00-14-060-0
 DF4029_MARK LOGO: SJRWMD
 DF4029_PROJECTION: FLUSH
 DF4029_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4029+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4029
 DF4029  HISTORY     - Date     Condition        Report By
 DF4029  HISTORY     - 2000     MONUMENTED       SJRWMD
 DF4029  HISTORY     - 20010523 GOOD             FLDEP
 DF4029
 DF4029                          STATION DESCRIPTION
 DF4029
 DF4029'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4029'THE MARK IS ABOUT 12.4 MI EAST OF CITRA, 0.3 MI SOUTHWEST OF ORANGE
 DF4029'SPRINGS, IN SECTION 25 TOWNSHIP 11 SOUTH, RANGE 23 EAST.
 DF4029'
 DF4029'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF STATE ROAD
 DF4029'21 AND COUNTY ROAD 315 IN ORANGE SPRINGS, GO SOUTHWEST ON COUNTY ROAD
 DF4029'315 FOR 0.3 MI TO THE JUNCTION OF COUNTY ROAD 318 ON THE RIGHT AND THE
 DF4029'MARK ON THE RIGHT, SET IN THE TOP OF A PREFABRICATED CONCRETE POST
 DF4029'IMBEDDED FLUSH IN THE GROUND AND ABOUT LEVEL WITH COUNTY ROAD 318.
 DF4029'
 DF4029'LOCATED 47.0 FT NORTH OF THE CENTERLINE OF COUNTY ROAD 318, 30.7 FT
 DF4029'WEST OF THE CENTERLINE OF COUNTY ROAD 315 AND 2.3 FT EAST OF A POWER
 DF4029'POLE NUMBER G WITH 1 GUY WIRE ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF4028 ***********************************************************************
 DF4028  DESIGNATION -  00 14 063 0
 DF4028  PID         -  DF4028
 DF4028  STATE/COUNTY-  FL/MARION
 DF4028  COUNTRY     -  US
 DF4028  USGS QUAD   -  CITRA (2018)
 DF4028
 DF4028                         *CURRENT SURVEY CONTROL
 DF4028  ______________________________________________________________________
 DF4028* NAD 83(1986) POSITION- 29 25 23.     (N) 082 04 41.     (W)   SCALED
 DF4028* NAVD 88 ORTHO HEIGHT -    20.342 (meters)       66.74  (feet) ADJUSTED
 DF4028  ______________________________________________________________________
 DF4028  GEOID HEIGHT    -        -27.964 (meters)                     GEOID18
 DF4028  DYNAMIC HEIGHT  -         20.314 (meters)       66.65  (feet) COMP
 DF4028  MODELED GRAVITY -    979,273.9   (mgal)                       NAVD 88
 DF4028
 DF4028  VERT ORDER      -  SECOND    CLASS I
 DF4028
 DF4028.The horizontal coordinates were scaled from a map and have
 DF4028.an estimated accuracy of +/- 6 seconds.
 DF4028
 DF4028.The orthometric height was determined by differential leveling and
 DF4028.adjusted by the NATIONAL GEODETIC SURVEY
 DF4028.in May 2004.
 DF4028
 DF4028.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4028.GEOID18 height accuracy estimate available here.
 DF4028
 DF4028.Click photographs - Photos may exist for this station.
 DF4028
 DF4028.The dynamic height is computed by dividing the NAVD 88
 DF4028.geopotential number by the normal gravity value computed on the
 DF4028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4028.degrees latitude (g = 980.6199 gals.).
 DF4028
 DF4028.The modeled gravity was interpolated from observed gravity values.
 DF4028
 DF4028;                    North         East    Units  Estimated Accuracy
 DF4028;SPC FL W     -   563,920.      192,430.      MT  (+/- 180 meters Scaled)
 DF4028
 DF4028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN954553(NAD 83)
 DF4028
 DF4028                          SUPERSEDED SURVEY CONTROL
 DF4028
 DF4028.No superseded survey control is available for this station.
 DF4028
 DF4028_MARKER: DD = SURVEY DISK
 DF4028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4028_STAMPING: BM 00-14-063-0
 DF4028_MARK LOGO: SJRWMD
 DF4028_PROJECTION: RECESSED 18 CENTIMETERS
 DF4028_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4028+STABILITY: SURFACE MOTION
 DF4028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4028+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4028
 DF4028  HISTORY     - Date     Condition        Report By
 DF4028  HISTORY     - 2000     MONUMENTED       SJRWMD
 DF4028  HISTORY     - 20010523 GOOD             FLDEP
 DF4028
 DF4028                          STATION DESCRIPTION
 DF4028
 DF4028'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4028'THE MARK IS ABOUT 10.9 MI SOUTHWEST OF ORANGE SPRINGS, 2.1 MI EAST OF
 DF4028'CITRA, IN SECTION 26, TOWNSHIP 12 SOUTH, RANGE 22 EAST.
 DF4028'
 DF4028'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 (STATE
 DF4028'ROAD 200) AND COUNTY ROAD 318 IN CITRA, GO EAST ON COUNTY ROAD 318 FOR
 DF4028'2.05 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DF4028'MONUMENT RECESSED 0.6 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0
 DF4028'FT BELOW THE LEVEL OF COUNTY ROAD 318.
 DF4028'
 DF4028'LOCATED 30.3 FT NORTH-NORTHWEST OF THE CENTERLINE OF COUNTY ROAD 318,
 DF4028'2.8 FT SOUTH-SOUTHEAST OF A HOG WIRE FENCE AND 1.3 FT SOUTH-SOUTHEAST
 DF4028'OF A POWER POLE WITH A SJRWMD WITNESS SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF4027 ***********************************************************************
 DF4027  DESIGNATION -  00 14 079 0
 DF4027  PID         -  DF4027
 DF4027  STATE/COUNTY-  FL/MARION
 DF4027  COUNTRY     -  US
 DF4027  USGS QUAD   -  ANTHONY (2018)
 DF4027
 DF4027                         *CURRENT SURVEY CONTROL
 DF4027  ______________________________________________________________________
 DF4027* NAD 83(1986) POSITION- 29 21 38.     (N) 082 06 49.     (W)   SCALED
 DF4027* NAVD 88 ORTHO HEIGHT -    34.281 (meters)      112.47  (feet) ADJUSTED
 DF4027  ______________________________________________________________________
 DF4027  GEOID HEIGHT    -        -27.936 (meters)                     GEOID18
 DF4027  DYNAMIC HEIGHT  -         34.234 (meters)      112.32  (feet) COMP
 DF4027  MODELED GRAVITY -    979,268.0   (mgal)                       NAVD 88
 DF4027
 DF4027  VERT ORDER      -  SECOND    CLASS I
 DF4027
 DF4027.The horizontal coordinates were scaled from a map and have
 DF4027.an estimated accuracy of +/- 6 seconds.
 DF4027
 DF4027.The orthometric height was determined by differential leveling and
 DF4027.adjusted by the NATIONAL GEODETIC SURVEY
 DF4027.in May 2004.
 DF4027
 DF4027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4027.GEOID18 height accuracy estimate available here.
 DF4027
 DF4027.Click photographs - Photos may exist for this station.
 DF4027
 DF4027.The dynamic height is computed by dividing the NAVD 88
 DF4027.geopotential number by the normal gravity value computed on the
 DF4027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4027.degrees latitude (g = 980.6199 gals.).
 DF4027
 DF4027.The modeled gravity was interpolated from observed gravity values.
 DF4027
 DF4027;                    North         East    Units  Estimated Accuracy
 DF4027;SPC FL W     -   557,000.      188,970.      MT  (+/- 180 meters Scaled)
 DF4027
 DF4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN919484(NAD 83)
 DF4027
 DF4027                          SUPERSEDED SURVEY CONTROL
 DF4027
 DF4027.No superseded survey control is available for this station.
 DF4027
 DF4027_MARKER: DD = SURVEY DISK
 DF4027_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF4027_STAMPING: BM 00-14-079-0
 DF4027_MARK LOGO: SJRWMD
 DF4027_PROJECTION: RECESSED 3 CENTIMETERS
 DF4027_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4027_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4027+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4027
 DF4027  HISTORY     - Date     Condition        Report By
 DF4027  HISTORY     - 2000     MONUMENTED       SJRWMD
 DF4027  HISTORY     - 20010523 GOOD             FLDEP
 DF4027
 DF4027                          STATION DESCRIPTION
 DF4027
 DF4027'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4027'THE MARK IS ABOUT 1.5 MI NORTH OF SPARR, 4.5 MI SOUTHEAST OF CITRA,
 DF4027'9.2 MI WEST OF MC COY, AT THE JUNCTION OF COUNTY ROAD 316 AND STATE
 DF4027'ROAD 200A, IN SECTION 16, TOWNSHIP 13 SOUTH, RANGE 22 EAST.
 DF4027'
 DF4027'TO REACH THE MARK FROM THE POST OFFICE ON COUNTY ROAD 318 IN CITRA, GO
 DF4027'WEST ON COUNTY ROAD 318 FOR 0.05 MI TO THE INTERSECTION OF U.S.
 DF4027'HIGHWAY 301 (STATE ROAD 200), TURN LEFT ON U.S. HIGHWAY 301 (STATE
 DF4027'ROAD 200) AND GO SOUTH FOR 1.2 MI TO THE JUNCTION OF STATE ROAD 200A
 DF4027'ON THE LEFT, TURN LEFT ON STATE ROAD 200A AND GO SOUTHEAST FOR 2.7 MI
 DF4027'TO THE JUNCTION OF COUNTY ROAD 316 ON THE LEFT AND THE MARK ON THE
 DF4027'RIGHT.
 DF4027'
 DF4027'IT IS SET IN THE TOP OF A 4-INCH SQUARE PREFABRICATED CONCRETE POST
 DF4027'IMBEDDED IN THE GROUND RECESSED 0.1 FT BELOW THE LEVEL OF THE GROUND
 DF4027'AND ABOUT 0.6 FT BELOW THE LEVEL OF STATE ROAD 200A.  LOCATED 36.5 FT
 DF4027'NORTH OF THE EXTENDED CENTERLINE OF COUNTY ROAD 316, 28.8 FT WEST OF
 DF4027'THE CENTERLINE OF STATE ROAD 200A AND 14.3 FT EAST OF A WOODEN FENCE
 DF4027'AND A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9810 ***********************************************************************
 DO9810  DESIGNATION -  00 19 640 0
 DO9810  PID         -  DO9810
 DO9810  STATE/COUNTY-  FL/BREVARD
 DO9810  COUNTRY     -  US
 DO9810  USGS QUAD   -  DEER PARK SE (2018)
 DO9810
 DO9810                         *CURRENT SURVEY CONTROL
 DO9810  ______________________________________________________________________
 DO9810* NAD 83(1986) POSITION- 28 05 32.3    (N) 080 51 45.6    (W)   HD_HELD2
 DO9810* NAVD 88 ORTHO HEIGHT -     6.950 (meters)       22.80  (feet) ADJUSTED
 DO9810  ______________________________________________________________________
 DO9810  GEOID HEIGHT    -        -28.075 (meters)                     GEOID18
 DO9810  DYNAMIC HEIGHT  -          6.939 (meters)       22.77  (feet) COMP
 DO9810  MODELED GRAVITY -    979,159.3   (mgal)                       NAVD 88
 DO9810
 DO9810  VERT ORDER      -  FIRST     CLASS II
 DO9810
 DO9810.The horizontal coordinates were established by autonomous hand held GPS
 DO9810.observations and have an estimated accuracy of +/- 10 meters.
 DO9810
 DO9810.The orthometric height was determined by differential leveling and
 DO9810.adjusted by the NATIONAL GEODETIC SURVEY
 DO9810.in January 2014.
 DO9810
 DO9810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9810.GEOID18 height accuracy estimate available here.
 DO9810
 DO9810.Click photographs - Photos may exist for this station.
 DO9810
 DO9810.The dynamic height is computed by dividing the NAVD 88
 DO9810.geopotential number by the normal gravity value computed on the
 DO9810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9810.degrees latitude (g = 980.6199 gals.).
 DO9810
 DO9810.The modeled gravity was interpolated from observed gravity values.
 DO9810
 DO9810;                    North         East    Units  Estimated Accuracy
 DO9810;SPC FL E     -   416,445.      213,496.      MT  (+/- 10 meters HH2 GPS)
 DO9810
 DO9810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1349107435(NAD 83)
 DO9810
 DO9810                          SUPERSEDED SURVEY CONTROL
 DO9810
 DO9810.No superseded survey control is available for this station.
 DO9810
 DO9810_MARKER: DD = SURVEY DISK
 DO9810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9810_STAMPING: BM 00-19-640-0
 DO9810_MARK LOGO: SJRWMD
 DO9810_PROJECTION: RECESSED 3 CENTIMETERS
 DO9810_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9810+STABILITY: SURFACE MOTION
 DO9810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9810+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2015
 DO9810
 DO9810  HISTORY     - Date     Condition        Report By
 DO9810  HISTORY     - 20000925 MONUMENTED       SJRWMD
 DO9810  HISTORY     - 20080401 GOOD             FLDEP
 DO9810  HISTORY     - 20151022 GOOD             FL-009
 DO9810
 DO9810                          STATION DESCRIPTION
 DO9810
 DO9810'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DO9810'THE MARK IS ABOUT 14.4 MI (23.2 KM) WEST OF EAU GALLIE, 13.4 MI (21.6
 DO9810'KM) EAST-SOUTHEAST OF HOLOPAW, 2.2 MI (3.5 KM) EAST OF DEER PARK, IN
 DO9810'SECTION 31, TOWNSHIP 27 SOUTH, RANGE 35 EAST.
 DO9810'
 DO9810'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (EAST BRONSON
 DO9810'HIGHWAY) AND COUNTY ROAD 419 (WEST KEMPTER ROAD-EAST DEER PARK ROAD)
 DO9810'NORTH OF DEER PARK, GO EAST ON U.S. HIGHWAY 192 (EAST BRONSON HIGHWAY)
 DO9810'FOR 2.3 FT (0.7 M) TO THE MARK ON THE LEFT, SET IN THE TOP OF A
 DO9810'CONCRETE MONUMENT RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE
 DO9810'GROUND AND ABOUT 6.0 FT (1.8 M) BELOW THE LEVEL OF U.S. HIGHWAY 192
 DO9810'WESTBOUND LANES.
 DO9810'
 DO9810'LOCATED 71.0 FT (21.6 M) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 192
 DO9810'WESTBOUND LANES, 40.5 FT (12.3 M) EAST OF THE CENTER OF A METAL GATE,
 DO9810'39.0 FT (11.9 M) EAST OF THE APPROXIMATE CENTERLINE OF A DIM TRACK
 DO9810'ROAD, 3.5 FT (1.1 M) NORTH OF A BARBWIRE FENCE AND 0.8 FT (24 CM)
 DO9810'SOUTH OF A SJRWMD WITNESS POST.    NOTE A MAGNET WAS IMBEDDED IN THE
 DO9810'GROUND ON THE SOUTH SIDE OF THE MONUMENT.
 DO9810
 DO9810                          STATION RECOVERY (2015)
 DO9810
 DO9810'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2015 (SRV)
 DO9810'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2640 ***********************************************************************
 DO2640  DESIGNATION -  001
 DO2640  PID         -  DO2640
 DO2640  STATE/COUNTY-  FL/BROWARD
 DO2640  COUNTRY     -  US
 DO2640  USGS QUAD   -  FORT LAUDERDALE NORTH (2018)
 DO2640
 DO2640                         *CURRENT SURVEY CONTROL
 DO2640  ______________________________________________________________________
 DO2640* NAD 83(1986) POSITION- 26 12 39.     (N) 080 08 39.     (W)   SCALED
 DO2640* NAVD 88 ORTHO HEIGHT -     4.703 (meters)       15.43  (feet) ADJUSTED
 DO2640  ______________________________________________________________________
 DO2640  GEOID HEIGHT    -        -25.717 (meters)                     GEOID18
 DO2640  DYNAMIC HEIGHT  -          4.696 (meters)       15.41  (feet) COMP
 DO2640  MODELED GRAVITY -    979,068.2   (mgal)                       NAVD 88
 DO2640
 DO2640  VERT ORDER      -  SECOND    CLASS II
 DO2640
 DO2640.The horizontal coordinates were scaled from a map and have
 DO2640.an estimated accuracy of +/- 6 seconds.
 DO2640
 DO2640.The orthometric height was determined by differential leveling and
 DO2640.adjusted by the NATIONAL GEODETIC SURVEY
 DO2640.in December 2012.
 DO2640
 DO2640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2640.GEOID18 height accuracy estimate available here.
 DO2640
 DO2640.Click photographs - Photos may exist for this station.
 DO2640
 DO2640.The dynamic height is computed by dividing the NAVD 88
 DO2640.geopotential number by the normal gravity value computed on the
 DO2640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2640.degrees latitude (g = 980.6199 gals.).
 DO2640
 DO2640.The modeled gravity was interpolated from observed gravity values.
 DO2640
 DO2640;                    North         East    Units  Estimated Accuracy
 DO2640;SPC FL E     -   208,250.      285,530.      MT  (+/- 180 meters Scaled)
 DO2640
 DO2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ854993(NAD 83)
 DO2640
 DO2640                          SUPERSEDED SURVEY CONTROL
 DO2640
 DO2640.No superseded survey control is available for this station.
 DO2640
 DO2640_MARKER: DB = BENCH MARK DISK
 DO2640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO2640_SP_SET: BRIDGE BARRIER WALL
 DO2640_STAMPING: 001 2011
 DO2640_MARK LOGO: FL2570
 DO2640_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2640+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2018
 DO2640
 DO2640  HISTORY     - Date     Condition        Report By
 DO2640  HISTORY     - 20111201 MONUMENTED       STONER
 DO2640  HISTORY     - 20181025 GOOD             INDIV
 DO2640
 DO2640                          STATION DESCRIPTION
 DO2640
 DO2640'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2640'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHEAST OF WEST DIXIE BEND,
 DO2640'6.1 MI (9.8 KM) NORTH OF FORT LAUDERDALE, 2.2 MI (3.5 KM)
 DO2640'SOUTH-SOUTHWEST OF POMPANO BEACH, IN SECTION 3, TOWNSHIP 49 SOUTH,
 DO2640'RANGE 42 EAST.  OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2640'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2640'SOUTH DIXIE HIGHWAY IN POMPANO BEACH, GO SOUTH ON SOUTH DIXIE HIGHWAY
 DO2640'1.5 MI (2.4 KM) TO THE JUNCTION OF WEST MCNAB ROAD ON THE RIGHT.  TURN
 DO2640'RIGHT ON WEST MCNAB ROAD AND GO WEST FOR 0.7 MI (1.1 KM) TO THE MARK
 DO2640'ON THE RIGHT, SET FLUSH IN THE TOP OF THE NORTH CONCRETE BARRIER WALL
 DO2640'(GUARDRAIL) OF THE BRIDGE OVER THE C-14 CANAL.
 DO2640'
 DO2640'LOCATED 95.0 FT (29.0 M) WEST OF THE EAST END OF THE BARRIER WALL
 DO2640'(GUARDRAIL), 46.0 FT (14.0 M) NORTH OF THE CENTERLINE OF WEST MCNAB
 DO2640'ROAD AND 13.0 FT (4.0 M) EAST OF THE EAST EDGE OF THE WATER OF THE
 DO2640'C-14 CANAL.
 DO2640
 DO2640                          STATION RECOVERY (2018)
 DO2640
 DO2640'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (BA)
 DO2640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5083 ***********************************************************************
 AB5083  DESIGNATION -  0010
 AB5083  PID         -  AB5083
 AB5083  STATE/COUNTY-  FL/MARION
 AB5083  COUNTRY     -  US
 AB5083  USGS QUAD   -  OCALA WEST (2018)
 AB5083
 AB5083                         *CURRENT SURVEY CONTROL
 AB5083  ______________________________________________________________________
 AB5083* NAD 83(1986) POSITION- 29 10 50.61   (N) 082 13 07.64   (W)   HD_HELD1
 AB5083* NAVD 88 ORTHO HEIGHT -    24.120 (meters)       79.13  (feet) ADJUSTED
 AB5083  ______________________________________________________________________
 AB5083  GEOID HEIGHT    -        -27.808 (meters)                     GEOID18
 AB5083  DYNAMIC HEIGHT  -         24.086 (meters)       79.02  (feet) COMP
 AB5083  MODELED GRAVITY -    979,239.7   (mgal)                       NAVD 88
 AB5083
 AB5083  VERT ORDER      -  SECOND    CLASS I
 AB5083
 AB5083.The horizontal coordinates were determined by differentially corrected
 AB5083.hand held GPS observations or other comparable positioning techniques
 AB5083.and have an estimated accuracy of +/- 3 meters.
 AB5083
 AB5083.The orthometric height was determined by differential leveling and
 AB5083.adjusted by the NATIONAL GEODETIC SURVEY
 AB5083.in September 1996.
 AB5083
 AB5083.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5083.GEOID18 height accuracy estimate available here.
 AB5083
 AB5083.Click photographs - Photos may exist for this station.
 AB5083
 AB5083.The dynamic height is computed by dividing the NAVD 88
 AB5083.geopotential number by the normal gravity value computed on the
 AB5083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5083.degrees latitude (g = 980.6199 gals.).
 AB5083
 AB5083.The modeled gravity was interpolated from observed gravity values.
 AB5083
 AB5083;                    North         East    Units  Estimated Accuracy
 AB5083;SPC FL W     -   537,079.7     178,719.9     MT  (+/- 3 meters HH1 GPS) 
 AB5083
 AB5083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8149228623(NAD 83)
 AB5083
 AB5083                          SUPERSEDED SURVEY CONTROL
 AB5083
 AB5083.No superseded survey control is available for this station.
 AB5083
 AB5083_MARKER: DD = SURVEY DISK
 AB5083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5083_STAMPING: 0010
 AB5083_MARK LOGO: FL2270
 AB5083_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5083+STABILITY: SURFACE MOTION
 AB5083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5083+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2005
 AB5083
 AB5083  HISTORY     - Date     Condition        Report By
 AB5083  HISTORY     - UNK      MONUMENTED       FL2270
 AB5083  HISTORY     - 19940112 GOOD             FLDEP
 AB5083  HISTORY     - 20050418 GOOD             USPSQD
 AB5083
 AB5083                          STATION DESCRIPTION
 AB5083
 AB5083'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5083'THE MARK IS ABOUT 4.8 MI (7.7 KM) WEST OF OCALA, 1.4 MI (2.3 KM) SOUTH
 AB5083'OF OCALA RIDGE IN SECTION 20, TOWNSHIP 15 SOUTH, RANGE 21 EAST.  TO
 AB5083'REACH THE MARK FROM THE INTERSECTION OF U.S.  HIGHWAYS 301, 441, 27
 AB5083'(PINE STREET) AND STATE ROAD 40 (WEST SILVER SPRINGS ROAD) IN OCALA,
 AB5083'GO WEST ON STATE ROAD 40 (WEST SILVER SPRINGS ROAD) FOR 4.65 MI (7.48
 AB5083'KM) TO THE INTERSECTION OF COUNTY ROAD 225A (SW 60TH AVENUE) , TURN
 AB5083'LEFT ON COUNTY ROAD 225A (SW 60TH AVENUE) AND GO SOUTH FOR 0.4 MI (0.6
 AB5083'KM) TO THE MARK ON THE RIGHT SET IN TOP OF A SQUARE CONCRETE MONUMENT
 AB5083'APPROXIMATELY 3.0 FT (0.9 M) ABOVE THE LEVEL OF COUNTY ROAD 225A, 49.0
 AB5083'FT (14.9 M) WEST OF APPROXIMATE CENTERLINE OF 225A (SW 60TH AVENUE) ,
 AB5083'42.0 FT (12.8 M) NORTH OF A 2.0 FT (0.6 M) X 4.0 FT (1.2 M) METAL
 AB5083'TELEPHONE BOX, 35.6 FT (10.9 M) NORTH OF POWER POLE NUMBER M455, 4.0
 AB5083'FT (1.2 M) EAST OF CHAINLINK FENCE AND 1.5 FT (0.5 M) EAST OF A METAL
 AB5083'WITNESS POST.
 AB5083
 AB5083                          STATION RECOVERY (2005)
 AB5083
 AB5083'RECOVERY NOTE BY US POWER SQUADRON 2005
 AB5083'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4525 ***********************************************************************
 DM4525  PACS        -  This is a Primary Airport Control Station.
 DM4525  DESIGNATION -  0011
 DM4525  PID         -  DM4525
 DM4525  STATE/COUNTY-  FL/HILLSBOROUGH
 DM4525  COUNTRY     -  US
 DM4525  USGS QUAD   -  GANDY BRIDGE (2018)
 DM4525
 DM4525                         *CURRENT SURVEY CONTROL
 DM4525  ______________________________________________________________________
 DM4525* NAD 83(2011) POSITION- 27 58 15.74519(N) 082 32 25.33891(W)   ADJUSTED
 DM4525* NAD 83(2011) ELLIP HT-   -22.362 (meters)        (06/27/12)   ADJUSTED
 DM4525* NAD 83(2011) EPOCH   -  2010.00
 DM4525* NAVD 88 ORTHO HEIGHT -     2.57  (meters)        8.4   (feet) GPS OBS
 DM4525  ______________________________________________________________________
 DM4525  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM4525  GEOID HEIGHT    -        -24.921 (meters)                     GEOID09
 DM4525  GEOID HEIGHT    -        -24.952 (meters)                     GEOID18
 DM4525  NAD 83(2011) X  -    731,864.742 (meters)                     COMP
 DM4525  NAD 83(2011) Y  - -5,589,496.100 (meters)                     COMP
 DM4525  NAD 83(2011) Z  -  2,973,660.775 (meters)                     COMP
 DM4525  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 DM4525
 DM4525  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4525  Standards:
 DM4525         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4525            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4525  -------------------------------------------------------------------
 DM4525  NETWORK    0.39   0.78           0.16   0.16   0.40     -0.01727495
 DM4525  -------------------------------------------------------------------
 DM4525  Click here for local accuracies and other accuracy information.
 DM4525
 DM4525.This mark is at Tampa Int'l Airport (TPA)
 DM4525
 DM4525.The horizontal coordinates were established by GPS observations
 DM4525.and adjusted by the National Geodetic Survey in June 2012.
 DM4525
 DM4525.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4525.been affixed to the stable North American tectonic plate. See 
 DM4525.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4525
 DM4525.The horizontal coordinates are valid at the epoch date displayed above
 DM4525.which is a decimal equivalence of Year/Month/Day.
 DM4525
 DM4525.The orthometric height was determined by GPS observations and a
 DM4525.high-resolution geoid model.
 DM4525
 DM4525.GPS derived orthometric heights for airport stations designated as
 DM4525.PACS or SACS are published to 2 decimal places.  This maintains
 DM4525.centimeter relative accuracy between the PACS and SACS.  It does
 DM4525.not indicate centimeter accuracy relative to other marks which are
 DM4525.part of the published vertical control network.
 DM4525
 DM4525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4525.GEOID18 height accuracy estimate available here.
 DM4525
 DM4525.Click photographs - Photos may exist for this station.
 DM4525
 DM4525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4525
 DM4525.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4525
 DM4525.The ellipsoidal height was determined by GPS observations
 DM4525.and is referenced to NAD 83.
 DM4525
 DM4525. The following values were computed from the NAD 83(2011) position.
 DM4525
 DM4525;                    North         East     Units Scale Factor Converg.
 DM4525;SPC FL W     -   403,117.474   146,836.488   MT  0.99997605   -0 15 12.4
 DM4525;SPC FL W     - 1,322,561.25    481,746.04   sFT  0.99997605   -0 15 12.4
 DM4525;UTM  17      - 3,094,949.713   348,495.980   MT  0.99988331   -0 43 21.4
 DM4525
 DM4525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4525!SPC FL W     -   1.00000351  x   0.99997605  =   0.99997956
 DM4525!UTM  17      -   1.00000351  x   0.99988331  =   0.99988682
 DM4525
 DM4525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4849594949(NAD 83)
 DM4525
 DM4525                          SUPERSEDED SURVEY CONTROL
 DM4525
 DM4525  NAD 83(2007)-  27 58 15.74517(N)    082 32 25.33936(W) AD(2002.00) B
 DM4525  ELLIP H (11/26/10)  -22.373  (m)                       GP(2002.00) 3 1
 DM4525
 DM4525.Superseded values are not recommended for survey control.
 DM4525
 DM4525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4525.See file dsdata.pdf to determine how the superseded data were derived.
 DM4525
 DM4525_MARKER: F = FLANGE-ENCASED ROD
 DM4525_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DM4525_STAMPING: 0011 JWG 2009
 DM4525_MARK LOGO: NONE
 DM4525_PROJECTION: RECESSED 15 CENTIMETERS
 DM4525_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4525_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4525+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2009
 DM4525_ROD/PIPE-DEPTH: 7.3 meters
 DM4525_SLEEVE-DEPTH  : 0.9 meters
 DM4525
 DM4525  HISTORY     - Date     Condition        Report By
 DM4525  HISTORY     - 20091114 MONUMENTED       JWG
 DM4525
 DM4525                          STATION DESCRIPTION
 DM4525
 DM4525'DESCRIBED BY JONES WOOD AND GENTRY 2009 (DG)
 DM4525'THE STATION IS WEST-NORTHWEST OF DOWNTOWN TAMPA APPROXIMATELY 5.3 MI
 DM4525'(8.5 KM) ON THE TAMPA INTERNATIONAL AIRPORT IN THE VICINITY OF THE
 DM4525'TAXIWAY SOUTH OF THE TERMINAL FOR THE WESTERLY MOST RUNWAY.  THE
 DM4525'AIRPORT IS CONTROLLED AND REQUIRES AN ESCORT.  THREE WEEKS ADVANCED
 DM4525'NOTICE IS REQUIRED FOR CLOSURE OF THE RUNWAY.  THE ESCORT CAN BE
 DM4525'ARRANGED BY CALLING SENIOR DIRECTOR OF OPERATIONS AND PUBLIC SAFETY,
 DM4525'EDWARD COOLEY AT 813-870-8711.
 DM4525'
 DM4525'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE I-275 AND
 DM4525'STATE ROAD 60 (VETERANS MEMORIAL PARKWAY) GO NORTH ON STATE ROAD 60
 DM4525'(VETERANS MEMORIAL PARKWAY) 0.82 MI (1.3 KM) TO THE TAMPA
 DM4525'INTERNATIONAL AIRPORT EXIT.  GO NORTH ON THE TAMPA INTERNATIONAL
 DM4525'AIRPORT ENTRANCE ROAD STAYING IN THE FAR RIGHT LANE 1.84 MI (3.0 KM)
 DM4525'TO THE ENTRANCE DRIVE TO GATE SR 3. GO NORTH ON ENTRANCE DRIVE 0.08 MI
 DM4525'(0.1 KM) TO GATE SR 3. MEET ESCORT AT GATE SR 3 LOCATED AT NORTH END
 DM4525'OF LOOP ROAD THAT ENCIRCLES MAIN TERMINAL.  FROM GATE SR 3 GO NORTH ON
 DM4525'SERVICE ROAD ACROSS TAXIWAY ALPHA 0.27 MILES.  TURN LEFT ON SERVICE
 DM4525'ROAD AND GO WEST 0.21 MI (0.3 KM) TO SOUTH END OF CARGO FACILITY.
 DM4525'TURN RIGHT AND GO NORTH ALONG THE WEST SIDE OF THE CARGO FACILITY 0.36
 DM4525'MI (0.6 KM) TO A SERVICE ROAD.  TURN LEFT AND GO WEST ON SERVICE ROAD
 DM4525'0.09 MI (0.1 KM) TO A SERVICE ROAD THAT GOES AROUND RUNWAY 18R AND 36L
 DM4525'AND ASSOCIATED TAXIWAYS THE FOLLOWING COURSES AND DISTANCES TURN RIGHT
 DM4525'AND GO NORTHWEST 0.24 MI (0.4 KM) THEN TURN LEFT AND GO WEST 0.19 MI
 DM4525'(0.3 KM) THEN TURN LEFT AND GO SOUTH 0.17 MI (0.3 KM) TO A POINT 0.11
 DM4525'MI (0.2 KM) WEST OF THE NORTHWEST CORNER OF RUNWAY 18R THEN CONTINUE
 DM4525'SOUTH 2.08 MI (3.3 KM) TO A POINT 0.13 MI (0.2 KM) WEST OF THE
 DM4525'SOUTHWEST CORNER OF RUNWAY 36L THEN TURN LEFT AND GO SOUTHEAST 0.22 MI
 DM4525'(0.4 KM) THEN TURN LEFT AND GO EAST 0.10 MI (0.2 KM) THEN TURN LEFT
 DM4525'AND GO NORTHEAST 0.20 MI (0.3 KM) TO A POINT 0.03 MI (0.0 KM) EAST OF
 DM4525'THE TAXIWAY FOR RUNWAY 36L THEN CONTINUE NORTH 0.46 MI (0.7 KM) TO THE
 DM4525'STATION ON THE LEFT.
 DM4525'
 DM4525'THE STATION IS THE TOP OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DM4525'OF 24.0 FT (7.3 M) ENCASED IN A 3 FT (0.9 M) GREASED SLEEVE.  THE
 DM4525'STATION IS RECESSED 0.5 FT (0.2 M) BELOW THE SURFACE OF THE GROUND AND
 DM4525'ENCASED IN A 6 INCH (15 CM) PVC PIPE 3 FT (0.9 M) LONG SURROUNDED BY
 DM4525'CONCRETE AND COVERED WITH A ALUMINUM COLLAR WITH LID.  IT IS 400.0 FT
 DM4525'(121.9 M) NORTH OF TAXIWAY W-2 AND 50.0 FT (15.2 M) EAST OF TAXIWAY
 DM4525'WHISKEY AND 10.0 FT (3.0 M) WEST OF A 10.0 FT (3.0 M) WIDE ASPHALT
 DM4525'SERVICE ROAD RUNNING PARALLEL WITH TAXIWAY WHISKEY.  THE STATION IS
 DM4525'0.7 FT (0.2 M) BELOW THE SURFACE OF THE GROUND AND THE COVER IS 0.5 FT
 DM4525'(0.2 M) BELOW THE SURFACE OF THE GROUND.  THIS STATION IS DESIGNATED
 DM4525'AS A PRIMARY AIRPORT CONTROL STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5160 ***********************************************************************
 AB5160  DESIGNATION -  0017 GPS
 AB5160  PID         -  AB5160
 AB5160  STATE/COUNTY-  FL/MARION
 AB5160  COUNTRY     -  US
 AB5160  USGS QUAD   -  OCALA WEST (2018)
 AB5160
 AB5160                         *CURRENT SURVEY CONTROL
 AB5160  ______________________________________________________________________
 AB5160* NAD 83(1986) POSITION- 29 11 50.     (N) 082 09 09.     (W)   SCALED
 AB5160* NAVD 88 ORTHO HEIGHT -    22.905 (meters)       75.15  (feet) ADJUSTED
 AB5160  ______________________________________________________________________
 AB5160  GEOID HEIGHT    -        -27.850 (meters)                     GEOID18
 AB5160  DYNAMIC HEIGHT  -         22.873 (meters)       75.04  (feet) COMP
 AB5160  MODELED GRAVITY -    979,245.9   (mgal)                       NAVD 88
 AB5160
 AB5160  VERT ORDER      -  FIRST     CLASS II
 AB5160
 AB5160.The horizontal coordinates were scaled from a map and have
 AB5160.an estimated accuracy of +/- 6 seconds.
 AB5160
 AB5160.The orthometric height was determined by differential leveling and
 AB5160.adjusted by the NATIONAL GEODETIC SURVEY
 AB5160.in September 1996.
 AB5160
 AB5160.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5160.GEOID18 height accuracy estimate available here.
 AB5160
 AB5160.Click photographs - Photos may exist for this station.
 AB5160
 AB5160.The dynamic height is computed by dividing the NAVD 88
 AB5160.geopotential number by the normal gravity value computed on the
 AB5160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5160.degrees latitude (g = 980.6199 gals.).
 AB5160
 AB5160.The modeled gravity was interpolated from observed gravity values.
 AB5160
 AB5160;                    North         East    Units  Estimated Accuracy
 AB5160;SPC FL W     -   538,900.      185,170.      MT  (+/- 180 meters Scaled)
 AB5160
 AB5160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN879303(NAD 83)
 AB5160
 AB5160                          SUPERSEDED SURVEY CONTROL
 AB5160
 AB5160.No superseded survey control is available for this station.
 AB5160
 AB5160_MARKER: DD = SURVEY DISK
 AB5160_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AB5160_STAMPING: 0017 GPS
 AB5160_MARK LOGO: FL2270
 AB5160_PROJECTION: FLUSH
 AB5160_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5160_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5160+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 AB5160
 AB5160  HISTORY     - Date     Condition        Report By
 AB5160  HISTORY     - 1990     MONUMENTED       FL2270
 AB5160  HISTORY     - 19940321 GOOD             NGS
 AB5160  HISTORY     - 20031115 GOOD             FLDEP
 AB5160  HISTORY     - 20050413 GOOD             FLDEP
 AB5160
 AB5160                          STATION DESCRIPTION
 AB5160
 AB5160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AB5160'THE MARK IS IN OCALA IN THE NORTHWEST CORNER OF THE INTERSECTION OF
 AB5160'U.S.  HIGHWAY 27 (NW 10TH STREET) AND NW MARTIN LUTHER KING JR. AVENUE
 AB5160'IN SECTION 12, TOWNSHIP 15 SOUTH, RANGE 21 EAST.  TO REACH THE MARK
 AB5160'FROM THE INTERSECTION OF INTERSTATE 75 AND U.S.  HIGHWAY 27 ON THE
 AB5160'NORTHWEST SIDE OF OCALA, GO SOUTHEAST AND EAST ON U.S.  HIGHWAY 27 FOR
 AB5160'2.15 MI (3.46 KM) TO THE INTERSECTION OF NW MARTIN LUTHER KING JR.
 AB5160'AVENUE AND THE MARK ON THE LEFT SET IN THE TOP OF A 0.5 FT (15.2 CM) X
 AB5160'0.5 FT (15.2 CM) PREFABRICATED CONCRETE POST FLUSH WITH THE GROUND AND
 AB5160'0.5 FT (15.2 CM) ABOVE THE LEVEL OF THE ROADS. LOCATED 48.0 FT (14.6
 AB5160'M) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF U.S.  HIGHWAY 27
 AB5160'(NW 10TH STREET) , 42.9 FT (13.1 M) WEST OF THE APPROXIMATE CENTERLINE
 AB5160'OF NW MARTIN LUTHER KING JR.  AVENUE, 28.9 FT (8.8 M) EAST OF THE
 AB5160'CORNER POST OF A CHAIN LINK FENCE AROUND THE SCHOOL, 18.1 FT (5.5 M)
 AB5160'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE PAD FOR A TRAFFIC
 AB5160'LIGHT CONTROL BOX, 15.8 FT (4.8 M) EAST-NORTHEAST OF A CONCRETE POWER
 AB5160'POLE, 13.4 FT (4.1 M) WEST OF THE WEST CURB OF NW MARTIN LUTHER KING
 AB5160'JR.  AVENUE AND 1.6 FT (0.5 M) SOUTHEAST OF A METAL WITNESS POST.
 AB5160
 AB5160                          STATION RECOVERY (2003)
 AB5160
 AB5160'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AB5160'RECOVERED AS DESCRIBED.
 AB5160
 AB5160                          STATION RECOVERY (2005)
 AB5160
 AB5160'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AB5160'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4084 ***********************************************************************
 DM4084  SACS        -  This is a Secondary Airport Control Station.
 DM4084  DESIGNATION -  0018
 DM4084  PID         -  DM4084
 DM4084  STATE/COUNTY-  FL/HILLSBOROUGH
 DM4084  COUNTRY     -  US
 DM4084  USGS QUAD   -  PLANT CITY WEST (2018)
 DM4084
 DM4084                         *CURRENT SURVEY CONTROL
 DM4084  ______________________________________________________________________
 DM4084* NAD 83(2011) POSITION- 28 00 00.00130(N) 082 09 26.89216(W)   ADJUSTED
 DM4084* NAD 83(2011) ELLIP HT-    16.142 (meters)        (06/27/12)   ADJUSTED
 DM4084* NAD 83(2011) EPOCH   -  2010.00
 DM4084* NAVD 88 ORTHO HEIGHT -    41.67  (meters)      136.7   (feet) GPS OBS
 DM4084  ______________________________________________________________________
 DM4084  NAVD 88 orthometric height was determined with geoid model    GEOID09
 DM4084  GEOID HEIGHT    -        -25.507 (meters)                     GEOID09
 DM4084  GEOID HEIGHT    -        -25.527 (meters)                     GEOID18
 DM4084  NAD 83(2011) X  -    769,001.304 (meters)                     COMP
 DM4084  NAD 83(2011) Y  - -5,583,022.140 (meters)                     COMP
 DM4084  NAD 83(2011) Z  -  2,976,512.891 (meters)                     COMP
 DM4084  LAPLACE CORR    -         -2.46  (seconds)                    DEFLEC18
 DM4084
 DM4084  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DM4084  Standards:
 DM4084         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DM4084            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DM4084  -------------------------------------------------------------------
 DM4084  NETWORK    0.49   1.00           0.21   0.19   0.51     -0.04960914
 DM4084  -------------------------------------------------------------------
 DM4084  Click here for local accuracies and other accuracy information.
 DM4084
 DM4084.This mark is at Plant City Airport (PCM)
 DM4084
 DM4084.The horizontal coordinates were established by GPS observations
 DM4084.and adjusted by the National Geodetic Survey in June 2012.
 DM4084
 DM4084.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DM4084.been affixed to the stable North American tectonic plate. See 
 DM4084.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DM4084
 DM4084.The horizontal coordinates are valid at the epoch date displayed above
 DM4084.which is a decimal equivalence of Year/Month/Day.
 DM4084
 DM4084.The orthometric height was determined by GPS observations and a
 DM4084.high-resolution geoid model.
 DM4084
 DM4084.GPS derived orthometric heights for airport stations designated as
 DM4084.PACS or SACS are published to 2 decimal places.  This maintains
 DM4084.centimeter relative accuracy between the PACS and SACS.  It does
 DM4084.not indicate centimeter accuracy relative to other marks which are
 DM4084.part of the published vertical control network.
 DM4084
 DM4084.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4084.GEOID18 height accuracy estimate available here.
 DM4084
 DM4084.Click photographs - Photos may exist for this station.
 DM4084
 DM4084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DM4084
 DM4084.The Laplace correction was computed from DEFLEC18 derived deflections.
 DM4084
 DM4084.The ellipsoidal height was determined by GPS observations
 DM4084.and is referenced to NAD 83.
 DM4084
 DM4084. The following values were computed from the NAD 83(2011) position.
 DM4084
 DM4084;                    North         East     Units Scale Factor Converg.
 DM4084;SPC FL W     -   406,219.018   184,511.852   MT  0.99994414   -0 04 26.1
 DM4084;SPC FL W     - 1,332,736.89    605,352.63   sFT  0.99994414   -0 04 26.1
 DM4084;UTM  17      - 3,097,742.150   386,190.265   MT  0.99975987   -0 32 36.4
 DM4084
 DM4084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DM4084!SPC FL W     -   0.99999746  x   0.99994414  =   0.99994160
 DM4084!UTM  17      -   0.99999746  x   0.99975987  =   0.99975734
 DM4084
 DM4084:                Primary Azimuth Mark                     Grid Az
 DM4084:SPC FL W     -  PLANTPORT                                274 15 13.0
 DM4084:UTM  17      -  PLANTPORT                                274 43 23.3
 DM4084
 DM4084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8619097742(NAD 83)
 DM4084
 DM4084|---------------------------------------------------------------------|
 DM4084| PID    Reference Object                     Distance      Geod. Az  |
 DM4084|                                                           dddmmss.s |
 DM4084| AL7873 PLANTPORT                           APPROX. 0.5 KM 2741046.9 |
 DM4084|---------------------------------------------------------------------|
 DM4084
 DM4084                          SUPERSEDED SURVEY CONTROL
 DM4084
 DM4084  NAD 83(2007)-  28 00 00.00161(N)    082 09 26.89288(W) AD(2002.00) 1
 DM4084  ELLIP H (11/05/10)   16.159  (m)                       GP(2002.00) 3 1
 DM4084
 DM4084.Superseded values are not recommended for survey control.
 DM4084
 DM4084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4084.See file dsdata.pdf to determine how the superseded data were derived.
 DM4084
 DM4084_MARKER: F = FLANGE-ENCASED ROD
 DM4084_SETTING: 60 = ALUMINUM ALLOY ROD IN SLEEVE (10 FT.+)
 DM4084_STAMPING: 0018 JWG 2009
 DM4084_PROJECTION: FLUSH
 DM4084_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4084+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2011
 DM4084_ROD/PIPE-DEPTH: 3.7 meters
 DM4084_SLEEVE-DEPTH  : 0.9 meters
 DM4084
 DM4084  HISTORY     - Date     Condition        Report By
 DM4084  HISTORY     - 20091124 MONUMENTED       JWG
 DM4084  HISTORY     - 20110731 GOOD             MAEC
 DM4084
 DM4084                          STATION DESCRIPTION
 DM4084
 DM4084'DESCRIBED BY JONES WOOD AND GENTRY 2009
 DM4084'THE STATION IS APPROXIMATELY 1.5 MI (2.4 KM) SOUTHWEST OF DOWNTOWN
 DM4084'PLANT CITY, FLORIDA AT THE PLANT CITY AIRPORT (PCM).  PERMISSION MUST
 DM4084'BE OBTAINED BEFORE ENTERING AIRPORT.  THE CONTACT PERSON IS PAUL
 DM4084'PHILLIPS, PHONE NUMBER 813-870-8711.  THE AIRPORT IS NOT CONTROLLED.
 DM4084'
 DM4084'TO REACH THE STATION FROM I-4 EXIT 45B (BRANCH FORBS ROAD) GO SOUTH ON
 DM4084'BRANCH FORBS ROAD 0.4 MI (0.6 KM) TO SR 600 (US-92)(E HILLSBOROUGH
 DM4084'AVE.) TURN LEFT AND GO 0.7 MI (1.1 KM) TO TURKEY CREEK ROAD.  TURN
 DM4084'RIGHT ON TURKEY CREEK ROAD AND GO SOUTHERLY 1.1 MI (1.8 KM) TO AIRPORT
 DM4084'ROAD.  TURN LEFT ON AIRPORT ROAD AND GO EAST FOR 0.5 MI (0.8 KM) TO
 DM4084'THE PLANT CITY AIRPORT ON THE RIGHT.  TURN RIGHT AND GO SOUTHERLY INTO
 DM4084'THE PARKING LOT 0.1 MILES (0.16 KM) TO THE SECURITY GATE.  CONTINUE
 DM4084'SOUTHERLY THROUGH THE SECURITY GATE 0.1 MILES (0.16 KM) TO THE
 DM4084'TAXIWAY.  TURN LEFT AND GO EASTERLY ON TAXIWAY FOR 0.3 MILES (0.5 KM)
 DM4084'TO THE STATION ON THE RIGHT BETWEEN THE RUNWAY AND THE TAXIWAY.
 DM4084'
 DM4084'THE STATION IS THE TOP-CENTER OF A 3/4 IN (1.90 CM) ALUMINUM ROD
 DM4084'DRIVEN TO REFUSAL AT A DEPTH OF 12 FT (3.7 M).  THE ALUMINUM CAP IS
 DM4084'STAMPED --0018 JWG 2009--.  THE ALUMINUM CAP IS MOUNTED ON A 6 IN (15
 DM4084'CM) DIAMETER PVC PIPE.  A 3 FT (0.9 M) LONG GREASE-FILLED SLEEVE WAS
 DM4084'INSTALLED.  ALUMINUM CAP IS FLUSH WITH THE GROUND AND THE TOP OF ROD
 DM4084'IS 0.5 FT (0.2 M) BELOW THE TOP OF THE ALUMINUM CAP.  THE MARK IS 40.0
 DM4084'FT (12.19 M) NORTH OF THE NORTH EDGE OF THE RUNWAY AND 50.0 FT (15.24
 DM4084'M) WEST OF THE WEST EDGE OF THE MOST EASTERLY TAXIWAY.  THIS
 DM4084'STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS).
 DM4084
 DM4084                          STATION RECOVERY (2011)
 DM4084
 DM4084'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2011
 DM4084'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2641 ***********************************************************************
 DO2641  DESIGNATION -  002
 DO2641  PID         -  DO2641
 DO2641  STATE/COUNTY-  FL/BROWARD
 DO2641  COUNTRY     -  US
 DO2641  USGS QUAD   -  FORT LAUDERDALE NORTH (2018)
 DO2641
 DO2641                         *CURRENT SURVEY CONTROL
 DO2641  ______________________________________________________________________
 DO2641* NAD 83(1986) POSITION- 26 12 45.     (N) 080 09 21.     (W)   SCALED
 DO2641* NAVD 88 ORTHO HEIGHT -     2.036 (meters)        6.68  (feet) ADJUSTED
 DO2641  ______________________________________________________________________
 DO2641  GEOID HEIGHT    -        -25.682 (meters)                     GEOID18
 DO2641  DYNAMIC HEIGHT  -          2.033 (meters)        6.67  (feet) COMP
 DO2641  MODELED GRAVITY -    979,068.4   (mgal)                       NAVD 88
 DO2641
 DO2641  VERT ORDER      -  SECOND    CLASS II
 DO2641
 DO2641.The horizontal coordinates were scaled from a map and have
 DO2641.an estimated accuracy of +/- 6 seconds.
 DO2641
 DO2641.The orthometric height was determined by differential leveling and
 DO2641.adjusted by the NATIONAL GEODETIC SURVEY
 DO2641.in December 2012.
 DO2641
 DO2641.No vertical observational check was made to the station.
 DO2641
 DO2641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2641.GEOID18 height accuracy estimate available here.
 DO2641
 DO2641.Click photographs - Photos may exist for this station.
 DO2641
 DO2641.The dynamic height is computed by dividing the NAVD 88
 DO2641.geopotential number by the normal gravity value computed on the
 DO2641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2641.degrees latitude (g = 980.6199 gals.).
 DO2641
 DO2641.The modeled gravity was interpolated from observed gravity values.
 DO2641
 DO2641;                    North         East    Units  Estimated Accuracy
 DO2641;SPC FL E     -   208,430.      284,360.      MT  (+/- 180 meters Scaled)
 DO2641
 DO2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ843994(NAD 83)
 DO2641
 DO2641                          SUPERSEDED SURVEY CONTROL
 DO2641
 DO2641.No superseded survey control is available for this station.
 DO2641
 DO2641_MARKER: DB = BENCH MARK DISK
 DO2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2641_STAMPING: 002 2011
 DO2641_MARK LOGO: FL2570
 DO2641_PROJECTION: RECESSED 5 CENTIMETERS
 DO2641_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2641+STABILITY: SURFACE MOTION
 DO2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2641+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2018
 DO2641
 DO2641  HISTORY     - Date     Condition        Report By
 DO2641  HISTORY     - 20111120 MONUMENTED       STONER
 DO2641  HISTORY     - 20181025 GOOD             INDIV
 DO2641
 DO2641                          STATION DESCRIPTION
 DO2641
 DO2641'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2641'THE MARK IS ABOUT 7.6 MI (12.2 KM) SOUTH-SOUTHEAST OF WEST DIXIE BEND,
 DO2641'6.3 MI (10.1 KM) NORTH OF FORT LAUDERDALE, 2.6 MI (4.2 KM) SOUTHWEST
 DO2641'OF POMPANO BEACH, IN SECTION 3, TOWNSHIP 49 SOUTH, RANGE 42 EAST.
 DO2641'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2641'
 DO2641'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2641'SOUTH DIXIE HIGHWAY IN POMPANO BEACH, GO WEST ON WEST ATLANTIC
 DO2641'BOULEVARD FOR 1.9 MI (3.1 KM) TO THE INTERSECTION OF POWER LINE ROAD.
 DO2641'TURN LEFT ON SOUTH POWER LINE ROAD AND GO SOUTH FOR 1.3 MI (2.1 KM) TO
 DO2641'THE MARK ON THE LEFT, SET IN THE TOP OF A 10-INCH (25 CM) ROUND
 DO2641'CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DO2641'AND LEVEL WITH SOUTH POWER LINE ROAD.
 DO2641'
 DO2641'LOCATED 76.0 FT (23.2 M) SOUTHEAST OF A WOODEN POWER POLE NUMBER
 DO2641'87586467507, 56.0 FT (17.1 M) NORTH OF THE CENTERLINE OF THE ENTRANCE
 DO2641'ROAD INTO PALM PLAZA, 28.4 FT (8.7 M) NORTHEAST OF A FIRE HYDRANT,
 DO2641'26.6 FT (8.1 M) EAST OF THE EAST EDGE OF A CONCRETE WALK AND 1.0 FT
 DO2641'(0.3 M) WEST OF A CARSONITE WITNESS POST.
 DO2641'
 DO2641'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
 DO2641
 DO2641                          STATION RECOVERY (2018)
 DO2641
 DO2641'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (BA)
 DO2641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3111 ***********************************************************************
 DR3111  DESIGNATION -  002
 DR3111  PID         -  DR3111
 DR3111  STATE/COUNTY-  FL/LEON
 DR3111  COUNTRY     -  US
 DR3111  USGS QUAD   -  LAKE MUNSON (2018)
 DR3111
 DR3111                         *CURRENT SURVEY CONTROL
 DR3111  ______________________________________________________________________
 DR3111* NAD 83(1986) POSITION- 30 18 33.28   (N) 084 21 36.12   (W)   HD_HELD1
 DR3111* NAVD 88 ORTHO HEIGHT -     4.718 (meters)       15.48  (feet) ADJUSTED
 DR3111  ______________________________________________________________________
 DR3111  GEOID HEIGHT    -        -27.715 (meters)                     GEOID18
 DR3111  DYNAMIC HEIGHT  -          4.712 (meters)       15.46  (feet) COMP
 DR3111  MODELED GRAVITY -    979,332.9   (mgal)                       NAVD 88
 DR3111
 DR3111  VERT ORDER      -  FIRST     CLASS II
 DR3111
 DR3111.The horizontal coordinates were determined by differentially corrected
 DR3111.hand held GPS observations or other comparable positioning techniques
 DR3111.and have an estimated accuracy of +/- 3 meters.
 DR3111
 DR3111.The orthometric height was determined by differential leveling and
 DR3111.adjusted by the NATIONAL GEODETIC SURVEY
 DR3111.in March 2020.
 DR3111
 DR3111.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3111.GEOID18 height accuracy estimate available here.
 DR3111
 DR3111.Click photographs - Photos may exist for this station.
 DR3111
 DR3111.The dynamic height is computed by dividing the NAVD 88
 DR3111.geopotential number by the normal gravity value computed on the
 DR3111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3111.degrees latitude (g = 980.6199 gals.).
 DR3111
 DR3111.The modeled gravity was interpolated from observed gravity values.
 DR3111
 DR3111;                    North         East    Units  Estimated Accuracy
 DR3111;SPC FL N     -   145,135.1     613,462.1     MT  (+/- 3 meters HH1 GPS) 
 DR3111
 DR3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5386956005(NAD 83)
 DR3111
 DR3111                          SUPERSEDED SURVEY CONTROL
 DR3111
 DR3111.No superseded survey control is available for this station.
 DR3111
 DR3111_MARKER: DD = SURVEY DISK
 DR3111_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DR3111_STAMPING: 002
 DR3111_MARK LOGO: NONE
 DR3111_PROJECTION: PROJECTING 8 CENTIMETERS
 DR3111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR3111+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2017
 DR3111
 DR3111  HISTORY     - Date     Condition        Report By
 DR3111  HISTORY     - UNK      MONUMENTED       HSACG
 DR3111  HISTORY     - 20171022 GOOD             FLDEP
 DR3111
 DR3111                          STATION DESCRIPTION
 DR3111
 DR3111'DESCRIBED BY FL DEPT OF ENV PRO 2017 (MAH)
 DR3111'THE MARK IS ABOUT 9.2 MI (14.9 KM) NORTH OF CRAWFORDVILLE, 6.7 MI
 DR3111'(10.8 KM) WEST OF WOODVILLE, 2.8 MI (4.5 KM) EAST-NORTHEAST OF
 DR3111'HILLIARDVILLE, IN SECTION 17, TOWNSHIP 2 SOUTH, RANGE 1 WEST.
 DR3111'
 DR3111'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 319
 DR3111'(CRAWFORDVILLE HIGHWAY) AND STATE ROAD 263 (CAPITAL CITY SOUTHWEST) IN
 DR3111'TALLAHASSEE, GO SOUTH ON U.S. HIGHWAY 319 (CRAWFORDVILLE HIGHWAY) FOR
 DR3111'2.1 MI (3.4 KM) TO THE JUNCTION OF STATE ROAD 61 (WAKULLA SPRINGS
 DR3111'ROAD) ON THE LEFT, CONTINUE SOUTH U.S. HIGHWAY 319 (CRAWFORDVILLE
 DR3111'HIGHWAY) FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF L.L. WALLACE ROAD ON
 DR3111'THE RIGHT, TURN RIGHT ON L.L. WALLACE ROAD AND GO EAST FOR 0.9 MI (1.4
 DR3111'KM) TO THE JUNCTION OF LEDGER LANE ON THE RIGHT, CONTINUE EAST ON L.L.
 DR3111'WALLACE ROAD FOR 1.1 MI (1.8 KM) TO THE INTERSECTION OF A
 DR3111'(NORTH-SOUTH) UNNAMED DIM ROAD ALONG A POWERLINE EASEMENT, TURN LEFT
 DR3111'ON THE DIM ROAD AND GO SOUTH FOR 1.1 MI (1.8 KM) TO A WOODEN GATE AND
 DR3111'AN (EAST-WEST) ATV ROAD ON THE LEFT, TURN LEFT PASSING THROUGH THE
 DR3111'GATE AND GO EAST ON THE ATV ROAD FOR 0.05 MI (0.1 KM) TO THE
 DR3111'INTERSECTING POINT OF THE ATV ROAD AND A HIKING TRAIL LEADING
 DR3111'NORTH-NORTHEAST TO SULLIVAN SINK ON THE LEFT, TURN LEFT ON THE HIKING
 DR3111'TRAIL AND GO NORTH-NORTHEAST ABOUT 165.0 FT (50.3 M) TO THE MARK ON
 DR3111'THE LEFT, SET IN A PREFABRICATED CONCRETE POST PROJECTING 0.3 FT (9
 DR3111'CM) ABOVE THE LEVEL OF THE GROUND.
 DR3111'
 DR3111'LOCATED 164.0 FT (50.0 M) NORTH-NORTHEAST OF THE INTERSECTING POINT OF
 DR3111'THE ATV ROAD AND A HIKING TRAIL LEADING NORTH-NORTHEAST TO SULLIVAN
 DR3111'SINK, 23.0 FT (7.0 M) SOUTHWEST OF THE APPROXIMATE WATER LINE ON THE
 DR3111'SOUTHWEST END OF SULLIVAN SINK, 6.9 FT (2.1 M) SOUTHWEST OF 1.5 FT
 DR3111'(0.5 M) DIAMETER OAK TREE, 2.0 FT (0.6 M) WEST OF THE APPROXIMATE
 DR3111'CENTERLINE OF A HIKING TRAIL AND 1.4 FT (0.4 M) SOUTHEAST OF A
 DR3111'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5164 ***********************************************************************
 AB5164  DESIGNATION -  0024 GPS
 AB5164  PID         -  AB5164
 AB5164  STATE/COUNTY-  FL/MARION
 AB5164  COUNTRY     -  US
 AB5164  USGS QUAD   -  OCALA EAST (2018)
 AB5164
 AB5164                         *CURRENT SURVEY CONTROL
 AB5164  ______________________________________________________________________
 AB5164* NAD 83(1986) POSITION- 29 12 02.9    (N) 082 06 11.2    (W)   HD_HELD2
 AB5164* NAVD 88 ORTHO HEIGHT -    22.947 (meters)       75.29  (feet) ADJUSTED
 AB5164  ______________________________________________________________________
 AB5164  GEOID HEIGHT    -        -27.884 (meters)                     GEOID18
 AB5164  DYNAMIC HEIGHT  -         22.915 (meters)       75.18  (feet) COMP
 AB5164  MODELED GRAVITY -    979,251.1   (mgal)                       NAVD 88
 AB5164
 AB5164  VERT ORDER      -  FIRST     CLASS II
 AB5164
 AB5164.The horizontal coordinates were established by autonomous hand held GPS
 AB5164.observations and have an estimated accuracy of +/- 10 meters.
 AB5164
 AB5164.The orthometric height was determined by differential leveling and
 AB5164.adjusted by the NATIONAL GEODETIC SURVEY
 AB5164.in September 1996.
 AB5164
 AB5164.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5164.GEOID18 height accuracy estimate available here.
 AB5164
 AB5164.Click photographs - Photos may exist for this station.
 AB5164
 AB5164.The dynamic height is computed by dividing the NAVD 88
 AB5164.geopotential number by the normal gravity value computed on the
 AB5164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5164.degrees latitude (g = 980.6199 gals.).
 AB5164
 AB5164.The modeled gravity was interpolated from observed gravity values.
 AB5164
 AB5164;                    North         East    Units  Estimated Accuracy
 AB5164;SPC FL W     -   539,290.      189,973.      MT  (+/- 10 meters HH2 GPS)
 AB5164
 AB5164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9276130737(NAD 83)
 AB5164
 AB5164                          SUPERSEDED SURVEY CONTROL
 AB5164
 AB5164.No superseded survey control is available for this station.
 AB5164
 AB5164_MARKER: DS = TRIANGULATION STATION DISK
 AB5164_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AB5164_STAMPING: OO24
 AB5164_MARK LOGO: FL2270
 AB5164_PROJECTION: FLUSH
 AB5164_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5164+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2014
 AB5164
 AB5164  HISTORY     - Date     Condition        Report By
 AB5164  HISTORY     - 1990     MONUMENTED       FL2270
 AB5164  HISTORY     - 19940321 GOOD             NGS
 AB5164  HISTORY     - 20090723 GOOD             FLDEP
 AB5164  HISTORY     - 20141216 GOOD             FLDEP
 AB5164
 AB5164                          STATION DESCRIPTION
 AB5164
 AB5164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AB5164'THE MARK IS IN OCALA IN THE NORTHEAST CORNER OF THE INTERSECTION OF
 AB5164'COUNTY ROAD 492 (NE 14TH STREET) AND NE 25TH AVENUE IN SECTION 10,
 AB5164'TOWNSHIP 15 SOUTH, RANGE 22 EAST.  TO REACH THE MARK FROM THE
 AB5164'INTERSECTION OF INTERSTATE 75 AND U.S.  HIGHWAY 27 ON THE NORTHWEST
 AB5164'SIDE OF OCALA, GO SOUTHEAST AND EAST ON U.S.  HIGHWAY 27 FOR 2.80 MI
 AB5164'(4.51 KM) TO THE INTERSECTION OF U.S.  HIGHWAY 441, 301 (N PINE
 AB5164'AVENUE) AND COUNTY ROAD 492 (NE 10TH STREET) CONTINUE EAST ON COUNTY
 AB5164'ROAD 492 (NE 10TH STREET WHICH TURNS TO NE 14TH STREET NEAR THE
 AB5164'BRIDGE) FOR 2.40 MI (3.86 KM) TO THE INTERSECTION OF NE 25TH AVENUE
 AB5164'AND THE MARK ON THE LEFT, IN THE TOP OF A 0.5 FT (15.2 CM) X 0.5 FT
 AB5164'(15.2 CM) PREFABRICATED CONCRETE POST FLUSH WITH THE GROUND AND 0.4 FT
 AB5164'(12.2 CM) ABOVE THE LEVEL OF THE ROADS, 22.8 FT (6.9 M) NORTHWEST OF A
 AB5164'CONCRETE POWER POLE NUMBER 64105-0523-27013, 21.2 FT (6.5 M) NORTH OF
 AB5164'THE NORTH CURB OF COUNTY ROAD 492 (NE 14TH STREET) , 16.2 FT (4.9 M)
 AB5164'SOUTHEAST OF A WOODEN POWER POLE NUMBER F380 WITH A GUY WIRE ATTACHED,
 AB5164'10.9 FT (3.3 M) EAST OF THE EAST CURB OF NE 25TH AVENUE, 6.2 FT (1.9
 AB5164'M) SOUTH OF A RED FIRE HYDRANT AND 1.4 FT (0.4 M) WEST OF A METAL
 AB5164'WITNESS POST.
 AB5164
 AB5164                          STATION RECOVERY (2009)
 AB5164
 AB5164'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AB5164'RECOVERED AS DESCRIBED.
 AB5164
 AB5164                          STATION RECOVERY (2014)
 AB5164
 AB5164'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 AB5164'RECOVERED AS DESCRIBED.
 AB5164'
 AB5164'NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2642 ***********************************************************************
 DO2642  DESIGNATION -  003
 DO2642  PID         -  DO2642
 DO2642  STATE/COUNTY-  FL/BROWARD
 DO2642  COUNTRY     -  US
 DO2642  USGS QUAD   -  FORT LAUDERDALE NORTH (2018)
 DO2642
 DO2642                         *CURRENT SURVEY CONTROL
 DO2642  ______________________________________________________________________
 DO2642* NAD 83(1986) POSITION- 26 13 34.     (N) 080 09 22.     (W)   SCALED
 DO2642* NAVD 88 ORTHO HEIGHT -     3.560 (meters)       11.68  (feet) ADJUSTED
 DO2642  ______________________________________________________________________
 DO2642  GEOID HEIGHT    -        -25.686 (meters)                     GEOID18
 DO2642  DYNAMIC HEIGHT  -          3.555 (meters)       11.66  (feet) COMP
 DO2642  MODELED GRAVITY -    979,069.9   (mgal)                       NAVD 88
 DO2642
 DO2642  VERT ORDER      -  SECOND    CLASS II
 DO2642
 DO2642.The horizontal coordinates were scaled from a map and have
 DO2642.an estimated accuracy of +/- 6 seconds.
 DO2642
 DO2642.The orthometric height was determined by differential leveling and
 DO2642.adjusted by the NATIONAL GEODETIC SURVEY
 DO2642.in December 2012.
 DO2642
 DO2642.No vertical observational check was made to the station.
 DO2642
 DO2642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2642.GEOID18 height accuracy estimate available here.
 DO2642
 DO2642.Click photographs - Photos may exist for this station.
 DO2642
 DO2642.The dynamic height is computed by dividing the NAVD 88
 DO2642.geopotential number by the normal gravity value computed on the
 DO2642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2642.degrees latitude (g = 980.6199 gals.).
 DO2642
 DO2642.The modeled gravity was interpolated from observed gravity values.
 DO2642
 DO2642;                    North         East    Units  Estimated Accuracy
 DO2642;SPC FL E     -   209,940.      284,320.      MT  (+/- 180 meters Scaled)
 DO2642
 DO2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK842009(NAD 83)
 DO2642
 DO2642                          SUPERSEDED SURVEY CONTROL
 DO2642
 DO2642.No superseded survey control is available for this station.
 DO2642
 DO2642_MARKER: DB = BENCH MARK DISK
 DO2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2642_STAMPING: 003 2011
 DO2642_MARK LOGO: FL2570
 DO2642_PROJECTION: RECESSED 5 CENTIMETERS
 DO2642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2642+STABILITY: SURFACE MOTION
 DO2642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2642+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2011
 DO2642
 DO2642  HISTORY     - Date     Condition        Report By
 DO2642  HISTORY     - 20111201 MONUMENTED       STONER
 DO2642
 DO2642                          STATION DESCRIPTION
 DO2642
 DO2642'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2642'THE MARK IS ABOUT 7.2 MI (11.6 KM) NORTH OF FORT LAUDERDALE, 6.8 MI
 DO2642'(10.9 KM) SOUTH-SOUTHEAST OF WEST DIXIE BEND, 2.1 MI (3.4 KM)
 DO2642'WEST-SOUTHWEST OF POMPANO BEACH, IN SECTION 3, TOWNSHIP 49 SOUTH,
 DO2642'RANGE 42 EAST.  OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2642'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2642'SOUTH DIXIE HIGHWAY IN POMPANO BEACH, GO WEST ON WEST ATLANTIC
 DO2642'BOULEVARD FOR 1.9 MI (3.1 KM) TO THE INTERSECTION OF POWER LINE ROAD.
 DO2642'TURN LEFT ON SOUTH POWER LINE ROAD AND GO SOUTH FOR 0.5 MI (0.8 KM) TO
 DO2642'THE MARK ON THE LEFT, SET IN THE TOP OF A 10-INCH (25 CM) ROUND
 DO2642'CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DO2642'AND LEVEL WITH SOUTH POWER LINE ROAD.
 DO2642'
 DO2642'LOCATED 20.7 FT (6.3 M) SOUTHWESTERLY OF A SIGNAL POLE, 15.0 FT (4.6
 DO2642'M) SOUTH OF A BELLSOUTH MANHOLE, 8.2 FT (2.5 M) SOUTHEAST OF A CROSS
 DO2642'WALK SIGNAL POLE AND 1.0 FT (0.3 M) NORTHWEST OF A CARSONITE WITNESS
 DO2642'POST.
 DO2642'
 DO2642'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9485 ***********************************************************************
 AG9485  DESIGNATION -  004
 AG9485  PID         -  AG9485
 AG9485  STATE/COUNTY-  FL/SARASOTA
 AG9485  COUNTRY     -  US
 AG9485  USGS QUAD   -  VENICE (2018)
 AG9485
 AG9485                         *CURRENT SURVEY CONTROL
 AG9485  ______________________________________________________________________
 AG9485* NAD 83(2011) POSITION- 27 00 23.96318(N) 082 22 52.84223(W)   ADJUSTED
 AG9485* NAD 83(2011) ELLIP HT-   -20.357 (meters)        (06/27/12)   ADJUSTED
 AG9485* NAD 83(2011) EPOCH   -  2010.00
 AG9485* NAVD 88 ORTHO HEIGHT -     3.490 (meters)       11.45  (feet) ADJUSTED
 AG9485  ______________________________________________________________________
 AG9485  GEOID HEIGHT    -        -23.857 (meters)                     GEOID18
 AG9485  NAD 83(2011) X  -    753,915.540 (meters)                     COMP
 AG9485  NAD 83(2011) Y  - -5,636,334.995 (meters)                     COMP
 AG9485  NAD 83(2011) Z  -  2,878,863.481 (meters)                     COMP
 AG9485  LAPLACE CORR    -          0.29  (seconds)                    DEFLEC18
 AG9485  DYNAMIC HEIGHT  -          3.484 (meters)       11.43  (feet) COMP
 AG9485  MODELED GRAVITY -    979,123.4   (mgal)                       NAVD 88
 AG9485
 AG9485  VERT ORDER      -  FIRST     CLASS II
 AG9485
 AG9485  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9485  Standards:
 AG9485         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9485            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9485  -------------------------------------------------------------------
 AG9485  NETWORK    3.56   6.02           1.62   1.21   3.07      0.21389599
 AG9485  -------------------------------------------------------------------
 AG9485  Click here for local accuracies and other accuracy information.
 AG9485
 AG9485.The horizontal coordinates were established by GPS observations
 AG9485.and adjusted by the National Geodetic Survey in June 2012.
 AG9485
 AG9485.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9485.been affixed to the stable North American tectonic plate. See 
 AG9485.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9485
 AG9485.The horizontal coordinates are valid at the epoch date displayed above
 AG9485.which is a decimal equivalence of Year/Month/Day.
 AG9485
 AG9485.The orthometric height was determined by differential leveling and
 AG9485.adjusted by the NATIONAL GEODETIC SURVEY
 AG9485.in May 2008.
 AG9485
 AG9485.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9485.GEOID18 height accuracy estimate available here.
 AG9485
 AG9485.Click photographs - Photos may exist for this station.
 AG9485
 AG9485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9485
 AG9485.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9485
 AG9485.The ellipsoidal height was determined by GPS observations
 AG9485.and is referenced to NAD 83.
 AG9485
 AG9485.The dynamic height is computed by dividing the NAVD 88
 AG9485.geopotential number by the normal gravity value computed on the
 AG9485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9485.degrees latitude (g = 980.6199 gals.).
 AG9485
 AG9485.The modeled gravity was interpolated from observed gravity values.
 AG9485
 AG9485. The following values were computed from the NAD 83(2011) position.
 AG9485
 AG9485;                    North         East     Units Scale Factor Converg.
 AG9485;SPC FL W     -   296,198.758   162,153.927   MT  0.99995885   -0 10 23.4
 AG9485;SPC FL W     -   971,778.76    532,000.01   sFT  0.99995885   -0 10 23.4
 AG9485;UTM  17      - 2,987,922.796   362,949.803   MT  0.99983187   -0 37 38.5
 AG9485
 AG9485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9485!SPC FL W     -   1.00000320  x   0.99995885  =   0.99996205
 AG9485!UTM  17      -   1.00000320  x   0.99983187  =   0.99983507
 AG9485
 AG9485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6294987922(NAD 83)
 AG9485
 AG9485                          SUPERSEDED SURVEY CONTROL
 AG9485
 AG9485  NAD 83(2007)-  27 00 23.96325(N)    082 22 52.84268(W) AD(2002.00) 0
 AG9485  ELLIP H (02/10/07)  -20.347  (m)                       GP(2002.00)    
 AG9485  NAD 83(1999)-  27 00 23.96314(N)    082 22 52.84378(W) AD(       ) 1
 AG9485  ELLIP H (06/19/01)  -20.295  (m)                       GP(       ) 4 1
 AG9485  NAD 83(1990)-  27 00 23.96163(N)    082 22 52.84312(W) AD(       ) 1
 AG9485  ELLIP H (05/09/94)  -20.267  (m)                       GP(       ) 4 2
 AG9485  NAVD 88 (05/09/94)    3.5    (m)  GEOID93  model used  GPS OBS        
 AG9485
 AG9485.Superseded values are not recommended for survey control.
 AG9485
 AG9485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9485.See file dsdata.pdf to determine how the superseded data were derived.
 AG9485
 AG9485_MARKER: DD = SURVEY DISK
 AG9485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9485_STAMPING: 004
 AG9485_MARK LOGO: FL-115
 AG9485_PROJECTION: FLUSH
 AG9485_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9485+STABILITY: SURFACE MOTION
 AG9485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9485+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2018
 AG9485
 AG9485  HISTORY     - Date     Condition        Report By
 AG9485  HISTORY     - 1992     MONUMENTED       FL-115
 AG9485  HISTORY     - 19921102 GOOD             FL-115
 AG9485  HISTORY     - 20051017 GOOD             FLDEP
 AG9485  HISTORY     - 20071022 GOOD             FLDEP
 AG9485  HISTORY     - 20090330 GOOD             GEOCAC
 AG9485  HISTORY     - 20150225 GOOD             FLDEP
 AG9485  HISTORY     - 20181002 GOOD             USPSQD
 AG9485
 AG9485                          STATION DESCRIPTION
 AG9485
 AG9485'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9485'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AG9485'TRAIL) AND STATE ROAD 776 (ENGLEWOOD ROAD), GO SOUTHERLY AND
 AG9485'SOUTHEASTERLY ON STATE ROAD 776 (ENGLEWOOD ROAD), 3.4 MI (5.47 KM) TO
 AG9485'THE INTERSECTION OF STATE ROAD 776 (ENGLEWOOD ROAD) AND KEY WAY ROAD,
 AG9485'GO WESTERLY ON KEYWAY ROAD, 314.5 FT (95.86 M) TO THE STATION ON THE
 AG9485'RIGHT.
 AG9485'THE STATION IS A SARASOTA COUNTY (SARCO) CONCRETE MONUMENT WITH A
 AG9485'BRASS DISK STAMPED ---004---. IT IS 25.O FT NORTHERLY OF THE
 AG9485'CENTERLINE OF KEYWAY ROAD, 166.O FT SOUTHEASTERLY OF THE SOUTHEAST
 AG9485'CORNER OF THE NEW HOPE MISSIONARY BAPTIST CHURCH BUILDING, 4.0 FT
 AG9485'(1.22 M) NORTHERLY OF A SURVEY MARKER WITNESS POST, 23.95 FT (7.30 M)
 AG9485'NORTHEASTERLY OF A NAIL AND DISK (NO 1324) SET IN THE CENTER OF
 AG9485'KEYWAY ROAD, AND 115.65 FT (35.25 M) NORTHEASTERLY OF A 18-INCH PINE
 AG9485'TREE WITH A STANDARD SARASOTA COUNTY (SARCO) REFERENCE NAIL AND DISK.
 AG9485
 AG9485                          STATION RECOVERY (2005)
 AG9485
 AG9485'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG9485'THE MARK IS ABOUT 3.4 MI NORTH OF ENGLEWOOD, IN SECTION 11, TOWNSHIP
 AG9485'40 SOUTH, RANGE 19  EAST.
 AG9485'
 AG9485'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 AG9485'776 IN SOUTH  VENICE, GO SOUTHEAST ON STATE ROAD 776 FOR 3.65 MI TO
 AG9485'THE JUNCTION OF OVERBROOK ROAD ON  THE RIGHT, TURN RIGHT ON OVERBROOK
 AG9485'ROAD AND GO WEST FOR 0.05 MI TO THE INTERSECTION OF  FORKED CREEK
 AG9485'DRIVE, TURN RIGHT ON FORKED CREEK DRIVE AND GO NORTHWEST FOR 0.15 MI
 AG9485'TO  THE JUNCTION OF KEYWAY ROAD ON THE LEFT, TURN LEFT ON KEYWAY ROAD
 AG9485'AND GO WEST FOR  ABOUT 75.0 FT TO THE MARK ON THE RIGHT, SET IN THE
 AG9485'TOP OF A ROUND CONCRETE MONUMENT  FLUSH WITH THE GROUND AND LEVEL WITH
 AG9485'KEYWAY ROAD.
 AG9485'
 AG9485'LOCATED 74.0 FT WEST OF THE APPROXIMATE EXTENDED CENTERLINE OF FORKED
 AG9485'CREEK DRIVE, 25.0  FT NORTH OF THE APPROXIMATE CENTERLINE OF KEYWAY
 AG9485'ROAD, 12.3 FT WEST-NORTHWEST OF A  MAN HOLE COVER, 10.1 FT SOUTH OF A
 AG9485'CHAIN LINK FENCE AND 4.1 FT NORTH OF A METAL WITNESS  POST.
 AG9485
 AG9485                          STATION RECOVERY (2007)
 AG9485
 AG9485'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG9485'RECOVERED AS DESCRIBED.
 AG9485
 AG9485                          STATION RECOVERY (2009)
 AG9485
 AG9485'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG9485'RECOVERED IN GOOD CONDITION.
 AG9485
 AG9485                          STATION RECOVERY (2015)
 AG9485
 AG9485'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 AG9485'RECOVERED AS DESCRIBED.
 AG9485'
 AG9485'NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
 AG9485
 AG9485                          STATION RECOVERY (2018)
 AG9485
 AG9485'RECOVERY NOTE BY US POWER SQUADRON 2018 (GLB)
 AG9485'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2643 ***********************************************************************
 DO2643  DESIGNATION -  004
 DO2643  PID         -  DO2643
 DO2643  STATE/COUNTY-  FL/BROWARD
 DO2643  COUNTRY     -  US
 DO2643  USGS QUAD   -  FORT LAUDERDALE NORTH (2018)
 DO2643
 DO2643                         *CURRENT SURVEY CONTROL
 DO2643  ______________________________________________________________________
 DO2643* NAD 83(1986) POSITION- 26 14 10.     (N) 080 09 13.     (W)   SCALED
 DO2643* NAVD 88 ORTHO HEIGHT -     4.155 (meters)       13.63  (feet) ADJUSTED
 DO2643  ______________________________________________________________________
 DO2643  GEOID HEIGHT    -        -25.698 (meters)                     GEOID18
 DO2643  DYNAMIC HEIGHT  -          4.148 (meters)       13.61  (feet) COMP
 DO2643  MODELED GRAVITY -    979,071.0   (mgal)                       NAVD 88
 DO2643
 DO2643  VERT ORDER      -  SECOND    CLASS II
 DO2643
 DO2643.The horizontal coordinates were scaled from a map and have
 DO2643.an estimated accuracy of +/- 6 seconds.
 DO2643
 DO2643.The orthometric height was determined by differential leveling and
 DO2643.adjusted by the NATIONAL GEODETIC SURVEY
 DO2643.in December 2012.
 DO2643
 DO2643.No vertical observational check was made to the station.
 DO2643
 DO2643.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2643.GEOID18 height accuracy estimate available here.
 DO2643
 DO2643.Click photographs - Photos may exist for this station.
 DO2643
 DO2643.The dynamic height is computed by dividing the NAVD 88
 DO2643.geopotential number by the normal gravity value computed on the
 DO2643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2643.degrees latitude (g = 980.6199 gals.).
 DO2643
 DO2643.The modeled gravity was interpolated from observed gravity values.
 DO2643
 DO2643;                    North         East    Units  Estimated Accuracy
 DO2643;SPC FL E     -   211,050.      284,570.      MT  (+/- 180 meters Scaled)
 DO2643
 DO2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK845021(NAD 83)
 DO2643
 DO2643                          SUPERSEDED SURVEY CONTROL
 DO2643
 DO2643.No superseded survey control is available for this station.
 DO2643
 DO2643_MARKER: DB = BENCH MARK DISK
 DO2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2643_STAMPING: 004 2011
 DO2643_MARK LOGO: FL2570
 DO2643_PROJECTION: RECESSED 5 CENTIMETERS
 DO2643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2643+STABILITY: SURFACE MOTION
 DO2643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2643+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2011
 DO2643
 DO2643  HISTORY     - Date     Condition        Report By
 DO2643  HISTORY     - 20111201 MONUMENTED       STONER
 DO2643
 DO2643                          STATION DESCRIPTION
 DO2643
 DO2643'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2643'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTH OF FORT LAUDERDALE, 6.2 MI
 DO2643'(10.0 KM) SOUTH-SOUTHEAST OF WEST DIXIE BEND, 1.8 MI (2.9 KM) WEST OF
 DO2643'POMPANO BEACH, IN SECTION 33, TOWNSHIP 48 SOUTH, RANGE 42 EAST.
 DO2643'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2643'
 DO2643'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2643'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO WEST ON WEST ATLANTIC
 DO2643'BOULEVARD FOR 1.9 MI (3.1 KM) TO THE INTERSECTION OF POWER LINE ROAD.
 DO2643'TURN RIGHT ON NORTH POWER LINE ROAD AND GO NORTHEAST FOR 0.4 MI (0.6
 DO2643'KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A 10-INCH (25 CM)
 DO2643'ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DO2643'GROUND AND 0.5 FT (15 CM) ABOVE THE LEVEL OF NORTH POWER LINE ROAD.
 DO2643'
 DO2643'LOCATED 65.0 FT (19.8 M) SOUTHEAST OF THE CENTERLINE OF NORTH POWER
 DO2643'LINE ROAD, 47.8 FT (14.6 M) SOUTHWEST OF A STOP SIGN, 12.8 FT (3.9 M)
 DO2643'SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE WALK AND 1.0 FT (0.3 M)
 DO2643'NORTHWEST OF A CARSONITE WITNESS POST.
 DO2643'
 DO2643'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2644 ***********************************************************************
 DO2644  DESIGNATION -  005
 DO2644  PID         -  DO2644
 DO2644  STATE/COUNTY-  FL/BROWARD
 DO2644  COUNTRY     -  US
 DO2644  USGS QUAD   -  FORT LAUDERDALE NORTH (2018)
 DO2644
 DO2644                         *CURRENT SURVEY CONTROL
 DO2644  ______________________________________________________________________
 DO2644* NAD 83(1986) POSITION- 26 14 44.     (N) 080 09 04.     (W)   SCALED
 DO2644* NAVD 88 ORTHO HEIGHT -     3.144 (meters)       10.31  (feet) ADJUSTED
 DO2644  ______________________________________________________________________
 DO2644  GEOID HEIGHT    -        -25.709 (meters)                     GEOID18
 DO2644  DYNAMIC HEIGHT  -          3.139 (meters)       10.30  (feet) COMP
 DO2644  MODELED GRAVITY -    979,072.1   (mgal)                       NAVD 88
 DO2644
 DO2644  VERT ORDER      -  SECOND    CLASS II
 DO2644
 DO2644.The horizontal coordinates were scaled from a map and have
 DO2644.an estimated accuracy of +/- 6 seconds.
 DO2644
 DO2644.The orthometric height was determined by differential leveling and
 DO2644.adjusted by the NATIONAL GEODETIC SURVEY
 DO2644.in December 2012.
 DO2644
 DO2644.No vertical observational check was made to the station.
 DO2644
 DO2644.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2644.GEOID18 height accuracy estimate available here.
 DO2644
 DO2644.Click photographs - Photos may exist for this station.
 DO2644
 DO2644.The dynamic height is computed by dividing the NAVD 88
 DO2644.geopotential number by the normal gravity value computed on the
 DO2644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2644.degrees latitude (g = 980.6199 gals.).
 DO2644
 DO2644.The modeled gravity was interpolated from observed gravity values.
 DO2644
 DO2644;                    North         East    Units  Estimated Accuracy
 DO2644;SPC FL E     -   212,100.      284,810.      MT  (+/- 180 meters Scaled)
 DO2644
 DO2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK847031(NAD 83)
 DO2644
 DO2644                          SUPERSEDED SURVEY CONTROL
 DO2644
 DO2644.No superseded survey control is available for this station.
 DO2644
 DO2644_MARKER: DB = BENCH MARK DISK
 DO2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2644_STAMPING: 005 2011
 DO2644_MARK LOGO: FL2570
 DO2644_PROJECTION: RECESSED 5 CENTIMETERS
 DO2644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2644+STABILITY: SURFACE MOTION
 DO2644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2644+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2011
 DO2644
 DO2644  HISTORY     - Date     Condition        Report By
 DO2644  HISTORY     - 20111201 MONUMENTED       STONER
 DO2644
 DO2644                          STATION DESCRIPTION
 DO2644
 DO2644'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2644'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTH OF FORT LAUDERDALE, 5.8 MI
 DO2644'(9.3 KM) SOUTH-SOUTHEAST OF WEST DIXIE BEND, 1.7 MI (2.7 KM)
 DO2644'WEST-NORTHWEST OF POMPANO BEACH, IN SECTION 27, TOWNSHIP 48 SOUTH,
 DO2644'RANGE 42 EAST.  OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2644'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2644'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO WEST ON WEST ATLANTIC
 DO2644'BOULEVARD FOR 1.9 MI (3.1 KM) TO THE INTERSECTION OF POWER LINE ROAD.
 DO2644'TURN RIGHT ON NORTH POWER LINE ROAD AND GO NORTHEAST FOR 1.1 MI (1.8
 DO2644'KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A 10-INCH (25 CM)
 DO2644'ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DO2644'GROUND AND LEVEL WITH NORTH POWER LINE ROAD.
 DO2644'
 DO2644'LOCATED 85.0 FT (25.9 M) EAST OF THE CENTERLINE OF NORTH POWER LINE
 DO2644'ROAD, 55.0 FT (16.8 M) NORTH OF THE CENTERLINE OF NORTHWEST 15TH
 DO2644'STREET, 46.3 FT (14.1 M) SOUTHEAST OF A CONCRETE POWER POLE, 42.1 FT
 DO2644'(12.8 M) SOUTHEAST OF A SANITARY SEWER MANHOLE, 30.2 FT (9.2 M) EAST
 DO2644'OF THE EAST EDGE OF A CONCRETE SIDEWALK, 24.0 FT (7.3 M) NORTHWEST OF
 DO2644'A STOP SIGN, 9.5 FT (2.9 M) SOUTHWEST OF A CATCH BASIN AND 1.0 FT (0.3
 DO2644'M) WEST OF A CARSONITE WITNESS POST.
 DO2644'
 DO2644'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH2239 ***********************************************************************
 AH2239  DESIGNATION -  0051
 AH2239  PID         -  AH2239
 AH2239  STATE/COUNTY-  FL/BROWARD
 AH2239  COUNTRY     -  US
 AH2239  USGS QUAD   -  COOPER CITY (2018)
 AH2239
 AH2239                         *CURRENT SURVEY CONTROL
 AH2239  ______________________________________________________________________
 AH2239* NAD 83(1986) POSITION- 26 05 43.     (N) 080 21 44.     (W)   SCALED
 AH2239* NAVD 88 ORTHO HEIGHT -     1.961 (meters)        6.43  (feet) ADJUSTED
 AH2239  ______________________________________________________________________
 AH2239  GEOID HEIGHT    -        -25.067 (meters)                     GEOID18
 AH2239  DYNAMIC HEIGHT  -          1.958 (meters)        6.42  (feet) COMP
 AH2239  MODELED GRAVITY -    979,057.4   (mgal)                       NAVD 88
 AH2239
 AH2239  VERT ORDER      -  SECOND    CLASS II
 AH2239
 AH2239.The horizontal coordinates were scaled from a map and have
 AH2239.an estimated accuracy of +/- 6 seconds.
 AH2239
 AH2239.The orthometric height was determined by differential leveling and
 AH2239.adjusted by the NATIONAL GEODETIC SURVEY
 AH2239.in December 2001.
 AH2239
 AH2239.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH2239.GEOID18 height accuracy estimate available here.
 AH2239
 AH2239.Click photographs - Photos may exist for this station.
 AH2239
 AH2239.The dynamic height is computed by dividing the NAVD 88
 AH2239.geopotential number by the normal gravity value computed on the
 AH2239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2239.degrees latitude (g = 980.6199 gals.).
 AH2239
 AH2239.The modeled gravity was interpolated from observed gravity values.
 AH2239
 AH2239;                    North         East    Units  Estimated Accuracy
 AH2239;SPC FL E     -   195,330.      263,800.      MT  (+/- 180 meters Scaled)
 AH2239
 AH2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ637863(NAD 83)
 AH2239
 AH2239                          SUPERSEDED SURVEY CONTROL
 AH2239
 AH2239.No superseded survey control is available for this station.
 AH2239
 AH2239_MARKER: DD = SURVEY DISK
 AH2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2239_STAMPING: 0051
 AH2239_MARK LOGO: BCE
 AH2239_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2239+STABILITY: SURFACE MOTION
 AH2239
 AH2239  HISTORY     - Date     Condition        Report By
 AH2239  HISTORY     - UNK      MONUMENTED       BCE
 AH2239  HISTORY     - 19950615 GOOD             FLDT
 AH2239
 AH2239                          STATION DESCRIPTION
 AH2239
 AH2239'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1995 (CDM)
 AH2239'THE STATION IS LOCATED APPROXIMATELY 13.25 MILES (21.32 KM) WEST OF
 AH2239'FORT LAUDERDALE, ALONG INTERSTATE HIGHWAY 75, NEAR THE EAST RIGHT OF
 AH2239'WAY FENCE. TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY
 AH2239'27 AND INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), GO EAST ON INTERSTATE
 AH2239'HIGHWAY 75 FOR 6.05 MILES (9.74 KM) TO THE POINT WHERE INTERSTATE
 AH2239'HIGHWAY 75 TURNS SOUTH AND INTERSTATE HIGHWAY 595 CONTINUES EAST,
 AH2239'CONTINUE SOUTH ON INTERSTATE HIGHWAY 75 FOR 1.8 MILES (2.9 KM) TO THE
 AH2239'STATION. IT IS 1.0 FEET (0.3 M) WEST OF A METAL WITNESS POST, 8.4 FEET
 AH2239'(2.6 M) NORTH OF A FENCE JUNCTION, 82.8 FEET (25.2 M) EAST OF THE EAST
 AH2239'EDGE OF I-75 NORTHBOUND LANES, 112.5 FEET (34.3 M) NORTHEAST OF A
 AH2239'METAL STREETLIGHT POLE AND 119.0 FEET (36.3 M) SOUTHEAST OF THE SOUTH
 AH2239'END OF A METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2645 ***********************************************************************
 DO2645  DESIGNATION -  006
 DO2645  PID         -  DO2645
 DO2645  STATE/COUNTY-  FL/BROWARD
 DO2645  COUNTRY     -  US
 DO2645  USGS QUAD   -  WEST DIXIE BEND (2018)
 DO2645
 DO2645                         *CURRENT SURVEY CONTROL
 DO2645  ______________________________________________________________________
 DO2645* NAD 83(1986) POSITION- 26 15 35.     (N) 080 09 05.     (W)   SCALED
 DO2645* NAVD 88 ORTHO HEIGHT -     3.461 (meters)       11.36  (feet) ADJUSTED
 DO2645  ______________________________________________________________________
 DO2645  GEOID HEIGHT    -        -25.714 (meters)                     GEOID18
 DO2645  DYNAMIC HEIGHT  -          3.456 (meters)       11.34  (feet) COMP
 DO2645  MODELED GRAVITY -    979,073.5   (mgal)                       NAVD 88
 DO2645
 DO2645  VERT ORDER      -  SECOND    CLASS II
 DO2645
 DO2645.The horizontal coordinates were scaled from a map and have
 DO2645.an estimated accuracy of +/- 6 seconds.
 DO2645
 DO2645.The orthometric height was determined by differential leveling and
 DO2645.adjusted by the NATIONAL GEODETIC SURVEY
 DO2645.in December 2012.
 DO2645
 DO2645.No vertical observational check was made to the station.
 DO2645
 DO2645.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2645.GEOID18 height accuracy estimate available here.
 DO2645
 DO2645.Click photographs - Photos may exist for this station.
 DO2645
 DO2645.The dynamic height is computed by dividing the NAVD 88
 DO2645.geopotential number by the normal gravity value computed on the
 DO2645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2645.degrees latitude (g = 980.6199 gals.).
 DO2645
 DO2645.The modeled gravity was interpolated from observed gravity values.
 DO2645
 DO2645;                    North         East    Units  Estimated Accuracy
 DO2645;SPC FL E     -   213,670.      284,770.      MT  (+/- 180 meters Scaled)
 DO2645
 DO2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK847047(NAD 83)
 DO2645
 DO2645                          SUPERSEDED SURVEY CONTROL
 DO2645
 DO2645.No superseded survey control is available for this station.
 DO2645
 DO2645_MARKER: DB = BENCH MARK DISK
 DO2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2645_STAMPING: 006 2011
 DO2645_MARK LOGO: FL2570
 DO2645_PROJECTION: RECESSED 5 CENTIMETERS
 DO2645_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2645+STABILITY: SURFACE MOTION
 DO2645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2645+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2013
 DO2645
 DO2645  HISTORY     - Date     Condition        Report By
 DO2645  HISTORY     - 20111120 MONUMENTED       STONER
 DO2645  HISTORY     - 20131205 GOOD             ATKNA
 DO2645
 DO2645                          STATION DESCRIPTION
 DO2645
 DO2645'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2645'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF BOCA RATON, 5.0
 DO2645'MI (8.0 KM) SOUTHEAST OF WEST DIXIE BEND, 2.2 MI (3.5 KM) NORTHWEST OF
 DO2645'POMPANO BEACH, IN SECTION 27, TOWNSHIP 48 SOUTH, RANGE 42 EAST.
 DO2645'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2645'
 DO2645'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2645'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO WEST ON WEST ATLANTIC
 DO2645'BOULEVARD FOR 1.9 MI (3.1 KM) TO THE INTERSECTION OF POWER LINE ROAD.
 DO2645'TURN RIGHT ON NORTH POWER LINE ROAD AND GO NORTHEAST FOR 2.1 MI (3.4
 DO2645'KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A 10-INCH (25 CM)
 DO2645'ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DO2645'GROUND AND 0.2 FT (6 CM) BELOW THE LEVEL OF NORTH POWER LINE ROAD.
 DO2645'
 DO2645'LOCATED 140.0 FT (42.7 M) SOUTH OF THE CENTERLINE OF COPAN'S ROAD,
 DO2645'76.7 FT (23.4 M) NORTH OF A 36-INCH (91 CM) ROUND CONCRETE POWER POLE,
 DO2645'70.0 FT (21.3 M) EAST OF THE CENTERLINE OF NORTH POWER LINE ROAD, 67.9
 DO2645'FT (20.7 M) SOUTHWEST OF A SIGNAL POLE, 48.6 FT (14.8 M) SOUTH OF A
 DO2645'FIRE HYDRANT, 2.5 FT (0.8 M) EAST OF THE EAST EDGE OF A CONCRETE
 DO2645'SIDEWALK AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST.
 DO2645'
 DO2645'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
 DO2645
 DO2645                          STATION RECOVERY (2013)
 DO2645
 DO2645'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2013 (DWD)
 DO2645'THIS STATION WAS RECOVERED FOR A MONITORING WELL SITE SURVEY FOR THE
 DO2645'CITY OF POMPANO BEACH, FLORIDA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2646 ***********************************************************************
 DO2646  DESIGNATION -  007
 DO2646  PID         -  DO2646
 DO2646  STATE/COUNTY-  FL/BROWARD
 DO2646  COUNTRY     -  US
 DO2646  USGS QUAD   -  WEST DIXIE BEND (2018)
 DO2646
 DO2646                         *CURRENT SURVEY CONTROL
 DO2646  ______________________________________________________________________
 DO2646* NAD 83(1986) POSITION- 26 16 27.     (N) 080 09 06.     (W)   SCALED
 DO2646* NAVD 88 ORTHO HEIGHT -     4.070 (meters)       13.35  (feet) ADJUSTED
 DO2646  ______________________________________________________________________
 DO2646  GEOID HEIGHT    -        -25.719 (meters)                     GEOID18
 DO2646  DYNAMIC HEIGHT  -          4.064 (meters)       13.33  (feet) COMP
 DO2646  MODELED GRAVITY -    979,074.9   (mgal)                       NAVD 88
 DO2646
 DO2646  VERT ORDER      -  SECOND    CLASS II
 DO2646
 DO2646.The horizontal coordinates were scaled from a map and have
 DO2646.an estimated accuracy of +/- 6 seconds.
 DO2646
 DO2646.The orthometric height was determined by differential leveling and
 DO2646.adjusted by the NATIONAL GEODETIC SURVEY
 DO2646.in December 2012.
 DO2646
 DO2646.No vertical observational check was made to the station.
 DO2646
 DO2646.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2646.GEOID18 height accuracy estimate available here.
 DO2646
 DO2646.Click photographs - Photos may exist for this station.
 DO2646
 DO2646.The dynamic height is computed by dividing the NAVD 88
 DO2646.geopotential number by the normal gravity value computed on the
 DO2646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2646.degrees latitude (g = 980.6199 gals.).
 DO2646
 DO2646.The modeled gravity was interpolated from observed gravity values.
 DO2646
 DO2646;                    North         East    Units  Estimated Accuracy
 DO2646;SPC FL E     -   215,270.      284,730.      MT  (+/- 180 meters Scaled)
 DO2646
 DO2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK847063(NAD 83)
 DO2646
 DO2646                          SUPERSEDED SURVEY CONTROL
 DO2646
 DO2646.No superseded survey control is available for this station.
 DO2646
 DO2646_MARKER: DB = BENCH MARK DISK
 DO2646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2646_STAMPING: 007 2011
 DO2646_MARK LOGO: FL2570
 DO2646_PROJECTION: RECESSED 5 CENTIMETERS
 DO2646_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2646+STABILITY: SURFACE MOTION
 DO2646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2646+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2013
 DO2646
 DO2646  HISTORY     - Date     Condition        Report By
 DO2646  HISTORY     - 20111201 MONUMENTED       STONER
 DO2646  HISTORY     - 20131205 GOOD             ATKNA
 DO2646
 DO2646                          STATION DESCRIPTION
 DO2646
 DO2646'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2646'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF BOCA RATON, 4.2 MI
 DO2646'(6.8 KM) SOUTHEAST OF WEST DIXIE BEND, 3.0 MI (4.8 KM) NORTH-NORTHWEST
 DO2646'OF POMPANO BEACH, IN SECTION 22, TOWNSHIP 48 SOUTH, RANGE 42 EAST.
 DO2646'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2646'
 DO2646'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2646'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO WEST ON WEST ATLANTIC
 DO2646'BOULEVARD FOR 1.9 MI (3.1 KM) TO THE INTERSECTION OF POWER LINE ROAD.
 DO2646'TURN RIGHT ON NORTH POWER LINE ROAD AND GO NORTHEAST FOR 3.1 MI (5.0
 DO2646'KM) TO A THE MARK ON THE RIGHT, SET IN THE TOP OF A 10-INCH (25 CM)
 DO2646'ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DO2646'GROUND AND LEVEL WITH NORTH POWER LINE ROAD.
 DO2646'
 DO2646'LOCATED 102.0 FT (31.1 M) EAST OF THE CENTERLINE OF NORTH POWER LINE
 DO2646'ROAD, 102.0 FT (31.1 M) SOUTH OF THE CENTERLINE OF SAMPLE ROAD, 39.9
 DO2646'FT (12.2 M) SOUTHEAST OF A FIRE HYDRANT, 38.6 FT (11.8 M) SOUTH OF A
 DO2646'METAL LIGHT POLE, 18.5 FT (5.6 M) WEST OF A MOBIL GAS STATION SIGN,
 DO2646'2.4 FT (0.7 M) SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE WALK, 2.6
 DO2646'FT (0.8 M) NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE WALK AND 1.0
 DO2646'FT (0.3 M) WEST OF A CARSONITE WITNESS POST.
 DO2646'
 DO2646'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
 DO2646
 DO2646                          STATION RECOVERY (2013)
 DO2646
 DO2646'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2013 (DWD)
 DO2646'THIS STATION WAS RECOVERED FOR A MONITORING WELL SITE SURVEY FOR THE
 DO2646'CITY OF POMPANO BEACH, FLORIDA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9486 ***********************************************************************
 AG9486  DESIGNATION -  008
 AG9486  PID         -  AG9486
 AG9486  STATE/COUNTY-  FL/SARASOTA
 AG9486  COUNTRY     -  US
 AG9486  USGS QUAD   -  ENGLEWOOD (2018)
 AG9486
 AG9486                         *CURRENT SURVEY CONTROL
 AG9486  ______________________________________________________________________
 AG9486* NAD 83(2011) POSITION- 26 57 39.76481(N) 082 20 10.01635(W)   ADJUSTED
 AG9486* NAD 83(2011) ELLIP HT-   -20.777 (meters)        (06/27/12)   ADJUSTED
 AG9486* NAD 83(2011) EPOCH   -  2010.00
 AG9486* NAVD 88 ORTHO HEIGHT -     3.053 (meters)       10.02  (feet) ADJUSTED
 AG9486  ______________________________________________________________________
 AG9486  GEOID HEIGHT    -        -23.826 (meters)                     GEOID18
 AG9486  NAD 83(2011) X  -    758,670.402 (meters)                     COMP
 AG9486  NAD 83(2011) Y  - -5,638,010.347 (meters)                     COMP
 AG9486  NAD 83(2011) Z  -  2,874,359.681 (meters)                     COMP
 AG9486  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 AG9486  DYNAMIC HEIGHT  -          3.049 (meters)       10.00  (feet) COMP
 AG9486  MODELED GRAVITY -    979,123.3   (mgal)                       NAVD 88
 AG9486
 AG9486  VERT ORDER      -  FIRST     CLASS II
 AG9486
 AG9486  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9486  Standards:
 AG9486         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9486            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9486  -------------------------------------------------------------------
 AG9486  NETWORK    3.53   5.68           1.55   1.28   2.90      0.26166161
 AG9486  -------------------------------------------------------------------
 AG9486  Click here for local accuracies and other accuracy information.
 AG9486
 AG9486.The horizontal coordinates were established by GPS observations
 AG9486.and adjusted by the National Geodetic Survey in June 2012.
 AG9486
 AG9486.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9486.been affixed to the stable North American tectonic plate. See 
 AG9486.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9486
 AG9486.The horizontal coordinates are valid at the epoch date displayed above
 AG9486.which is a decimal equivalence of Year/Month/Day.
 AG9486
 AG9486.The orthometric height was determined by differential leveling and
 AG9486.adjusted by the NATIONAL GEODETIC SURVEY
 AG9486.in July 2009.
 AG9486
 AG9486.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9486.GEOID18 height accuracy estimate available here.
 AG9486
 AG9486.Click photographs - Photos may exist for this station.
 AG9486
 AG9486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9486
 AG9486.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9486
 AG9486.The ellipsoidal height was determined by GPS observations
 AG9486.and is referenced to NAD 83.
 AG9486
 AG9486.The dynamic height is computed by dividing the NAVD 88
 AG9486.geopotential number by the normal gravity value computed on the
 AG9486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9486.degrees latitude (g = 980.6199 gals.).
 AG9486
 AG9486.The modeled gravity was interpolated from observed gravity values.
 AG9486
 AG9486. The following values were computed from the NAD 83(2011) position.
 AG9486
 AG9486;                    North         East     Units Scale Factor Converg.
 AG9486;SPC FL W     -   291,132.431   166,629.240   MT  0.99995492   -0 09 08.6
 AG9486;SPC FL W     -   955,156.98    546,682.76   sFT  0.99995492   -0 09 08.6
 AG9486;UTM  17      - 2,982,821.856   367,384.258   MT  0.99981711   -0 36 21.1
 AG9486
 AG9486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9486!SPC FL W     -   1.00000326  x   0.99995492  =   0.99995818
 AG9486!UTM  17      -   1.00000326  x   0.99981711  =   0.99982037
 AG9486
 AG9486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6738482821(NAD 83)
 AG9486
 AG9486                          SUPERSEDED SURVEY CONTROL
 AG9486
 AG9486  NAD 83(2007)-  26 57 39.76489(N)    082 20 10.01687(W) AD(2002.00) 0
 AG9486  ELLIP H (02/10/07)  -20.764  (m)                       GP(2002.00)    
 AG9486  NAD 83(1999)-  26 57 39.76491(N)    082 20 10.01779(W) AD(       ) 1
 AG9486  ELLIP H (06/19/01)  -20.735  (m)                       GP(       ) 4 1
 AG9486  NAD 83(1990)-  26 57 39.76320(N)    082 20 10.01700(W) AD(       ) 1
 AG9486  ELLIP H (05/09/94)  -20.731  (m)                       GP(       ) 4 2
 AG9486  NAVD 88 (05/09/94)    3.0    (m)  GEOID93  model used  GPS OBS        
 AG9486
 AG9486.Superseded values are not recommended for survey control.
 AG9486
 AG9486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9486.See file dsdata.pdf to determine how the superseded data were derived.
 AG9486
 AG9486_MARKER: DD = SURVEY DISK
 AG9486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9486_STAMPING: 008
 AG9486_MARK LOGO: FL-115
 AG9486_PROJECTION: FLUSH
 AG9486_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9486+STABILITY: SURFACE MOTION
 AG9486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9486+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2023
 AG9486
 AG9486  HISTORY     - Date     Condition        Report By
 AG9486  HISTORY     - 1992     MONUMENTED       FL-115
 AG9486  HISTORY     - 19921102 GOOD             FL-115
 AG9486  HISTORY     - 20061206 GOOD             USPSQD
 AG9486  HISTORY     - 20070818 GOOD             FLDEP
 AG9486  HISTORY     - 20090330 GOOD             GEOCAC
 AG9486  HISTORY     - 20120214 GOOD             ECHEZ
 AG9486  HISTORY     - 20160811 GOOD             SWFWMD
 AG9486  HISTORY     - 20190109 GOOD             INDIV
 AG9486  HISTORY     - 20230828 GOOD             PICKET
 AG9486  HISTORY     - 20231219 GOOD             DEI
 AG9486
 AG9486                          STATION DESCRIPTION
 AG9486
 AG9486'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9486'TO REACH THE STATION FROM THE INTERSECTION OF DEARBORN AVENUE, SOUTH
 AG9486'RIVER ROAD, AND PINE STREET IN SARASOTA COUNTY, GO SOUTH ON PINE
 AG9486'STREET, 200 FT (60.96 M) TO THE STATION ON THE LEFT.
 AG9486'THE STATION IS A SARASOTA COUNTY (SARCO) CONCRETE MONUMENT WITH A
 AG9486'BRASS DISK STAMPED ---008---. IT IS 182.0 FT (55.47 M) EASTERLY OF
 AG9486'THE CENTERLINE OF PINE STREET, 205.8 FT (62.73 M) SOUTHEASTERLY OF A
 AG9486'POWER POLE WITH A STANDARD SARASOTA COUNTY (SARCO) REFERENCE NAIL AND
 AG9486'DISK THAT IS SOUTHEASTERLY OF THE INTERSECTION OF PINE STREET AND
 AG9486'RIVER ROAD, 100.34 FT (30.58 M) NORTHEASTERLY OF A POWER POLE WITH A
 AG9486'STANDARD SARASOTA COUNTY (SARCO) REFERENCE NAIL AND DISK, 105.2 FT
 AG9486'(32.07 M) NORTHWESTERLY OF A 14-INCH PINE TREE WITH A STANDARD
 AG9486'SARASOTA COUNTY (SARCO) NAIL AND DISK THAT IS NORTHERLY OF THE
 AG9486'CALVARY BAPTIST CHURCH PARKING LOT, AND 4.0 FT (1.22 M) NORTHERLY
 AG9486'OF A SURVEY MARKER WITNESS POST.
 AG9486
 AG9486                          STATION RECOVERY (2006)
 AG9486
 AG9486'RECOVERY NOTE BY US POWER SQUADRON 2006 (KEM)
 AG9486'PINE STREET IS NOW A FRONTAGE ROAD,AS HAVE NEW 4 LANE PINE STREET
 AG9486
 AG9486                          STATION RECOVERY (2007)
 AG9486
 AG9486'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG9486'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AG9486'THE MARK FROM THE INTERSECTION OF STATE ROAD 777 (DEARBORN AVENUE) AND
 AG9486'STATE ROAD 776 (INDIANA AVENUE) IN ENGLEWOOD, GO EAST ON STATE ROAD
 AG9486'777 (DEARBORN AVENUE) FOR 0.95 MI (1.5 KM) TO THE JUNCTION OF PINE
 AG9486'STREET ON THE RIGHT, TURN RIGHT ON PINE STREET AND GO SOUTH FOR 0.05
 AG9486'MI (0.1 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 AG9486'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE CALVARY
 AG9486'BAPTIST CHURCH PARKING LOT.
 AG9486
 AG9486                          STATION RECOVERY (2009)
 AG9486
 AG9486'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG9486'RECOVERED IN GOOD CONDITION.
 AG9486
 AG9486                          STATION RECOVERY (2012)
 AG9486
 AG9486'RECOVERY NOTE BY ECHEZABAL & ASSOCIATES, INC 2012 (SD)
 AG9486'RECOVERED IN GOOD CONDITION.
 AG9486
 AG9486                          STATION RECOVERY (2016)
 AG9486
 AG9486'RECOVERY NOTE BY SW FL WTR MGMT DIST 2016 (KH)
 AG9486'RECOVERED AS DESCRIBED
 AG9486
 AG9486                          STATION RECOVERY (2019)
 AG9486
 AG9486'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG9486'RECOVERED IN GOOD CONDITION.
 AG9486
 AG9486                          STATION RECOVERY (2023)
 AG9486
 AG9486'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2023 (JF)
 AG9486'RECOVERED IN GOOD CONDITION.
 AG9486
 AG9486                          STATION RECOVERY (2023)
 AG9486
 AG9486'RECOVERY NOTE BY DEWBERRY ENGINEERING INC. 2023 (RD)
 AG9486'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2647 ***********************************************************************
 DO2647  DESIGNATION -  008
 DO2647  PID         -  DO2647
 DO2647  STATE/COUNTY-  FL/BROWARD
 DO2647  COUNTRY     -  US
 DO2647  USGS QUAD   -  WEST DIXIE BEND (2018)
 DO2647
 DO2647                         *CURRENT SURVEY CONTROL
 DO2647  ______________________________________________________________________
 DO2647* NAD 83(1986) POSITION- 26 16 30.     (N) 080 08 13.     (W)   SCALED
 DO2647* NAVD 88 ORTHO HEIGHT -     4.045 (meters)       13.27  (feet) ADJUSTED
 DO2647  ______________________________________________________________________
 DO2647  GEOID HEIGHT    -        -25.766 (meters)                     GEOID18
 DO2647  DYNAMIC HEIGHT  -          4.038 (meters)       13.25  (feet) COMP
 DO2647  MODELED GRAVITY -    979,075.0   (mgal)                       NAVD 88
 DO2647
 DO2647  VERT ORDER      -  SECOND    CLASS II
 DO2647
 DO2647.The horizontal coordinates were scaled from a map and have
 DO2647.an estimated accuracy of +/- 6 seconds.
 DO2647
 DO2647.The orthometric height was determined by differential leveling and
 DO2647.adjusted by the NATIONAL GEODETIC SURVEY
 DO2647.in December 2012.
 DO2647
 DO2647.No vertical observational check was made to the station.
 DO2647
 DO2647.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2647.GEOID18 height accuracy estimate available here.
 DO2647
 DO2647.Click photographs - Photos may exist for this station.
 DO2647
 DO2647.The dynamic height is computed by dividing the NAVD 88
 DO2647.geopotential number by the normal gravity value computed on the
 DO2647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2647.degrees latitude (g = 980.6199 gals.).
 DO2647
 DO2647.The modeled gravity was interpolated from observed gravity values.
 DO2647
 DO2647;                    North         East    Units  Estimated Accuracy
 DO2647;SPC FL E     -   215,370.      286,200.      MT  (+/- 180 meters Scaled)
 DO2647
 DO2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK861064(NAD 83)
 DO2647
 DO2647                          SUPERSEDED SURVEY CONTROL
 DO2647
 DO2647.No superseded survey control is available for this station.
 DO2647
 DO2647_MARKER: DB = BENCH MARK DISK
 DO2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2647_STAMPING: 008 2011
 DO2647_MARK LOGO: FL2570
 DO2647_PROJECTION: RECESSED 5 CENTIMETERS
 DO2647_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2647+STABILITY: SURFACE MOTION
 DO2647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2647+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2011
 DO2647
 DO2647  HISTORY     - Date     Condition        Report By
 DO2647  HISTORY     - 20111222 MONUMENTED       STONER
 DO2647
 DO2647                          STATION DESCRIPTION
 DO2647
 DO2647'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2647'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF BOCA RATON, 4.9
 DO2647'MI (7.9 KM) SOUTHEAST OF WEST DIXIE BEND, 2.7 MI (4.3 KM)
 DO2647'NORTH-NORTHWEST OF POMPANO BEACH, IN SECTION 15, TOWNSHIP 48 SOUTH,
 DO2647'RANGE 42 EAST.  OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2647'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2647'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO NORTH ON NORTH DIXIE HIGHWAY
 DO2647'FOR 3.1 MI (5.0 KM) TO THE INTERSECTION OF SAMPLE ROAD.  TURN LEFT ON
 DO2647'WEST SAMPLE ROAD AND GO WEST FOR 1.45 MI (2.3 KM) TO THE MARK ON THE
 DO2647'RIGHT, SET IN THE TOP OF A 10-INCH (25 CM) ROUND CONCRETE MONUMENT
 DO2647'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3
 DO2647'M) ABOVE THE LEVEL OF WEST SAMPLE ROAD.
 DO2647'
 DO2647'LOCATED 470.0 FT (143.3 M) WEST OF THE INTERSECTION OF WEST SAMPLE
 DO2647'ROAD AND NORTH ANDREWS AVENUE EXTENSION, 85.0 FT (25.9 M) NORTH OF THE
 DO2647'CENTERLINE OF SAMPLE ROAD, 69.0 FT (21.0 M) NORTHWEST OF A CONCRETE
 DO2647'POWER POLE NUMBER 8-7691-7125, 24.9 FT (7.6 M) NORTHWEST OF A STREET
 DO2647'SIGN, 22.6 FT (6.9 M) NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK
 DO2647'AND 1.2 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DO2647'
 DO2647'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2648 ***********************************************************************
 DO2648  DESIGNATION -  009
 DO2648  PID         -  DO2648
 DO2648  STATE/COUNTY-  FL/BROWARD
 DO2648  COUNTRY     -  US
 DO2648  USGS QUAD   -  BOCA RATON (2018)
 DO2648
 DO2648                         *CURRENT SURVEY CONTROL
 DO2648  ______________________________________________________________________
 DO2648* NAD 83(1986) POSITION- 26 16 30.     (N) 080 07 17.     (W)   SCALED
 DO2648* NAVD 88 ORTHO HEIGHT -     6.037 (meters)       19.81  (feet) ADJUSTED
 DO2648  ______________________________________________________________________
 DO2648  GEOID HEIGHT    -        -25.815 (meters)                     GEOID18
 DO2648  DYNAMIC HEIGHT  -          6.028 (meters)       19.78  (feet) COMP
 DO2648  MODELED GRAVITY -    979,074.9   (mgal)                       NAVD 88
 DO2648
 DO2648  VERT ORDER      -  SECOND    CLASS II
 DO2648
 DO2648.The horizontal coordinates were scaled from a map and have
 DO2648.an estimated accuracy of +/- 6 seconds.
 DO2648
 DO2648.The orthometric height was determined by differential leveling and
 DO2648.adjusted by the NATIONAL GEODETIC SURVEY
 DO2648.in December 2012.
 DO2648
 DO2648.No vertical observational check was made to the station.
 DO2648
 DO2648.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2648.GEOID18 height accuracy estimate available here.
 DO2648
 DO2648.Click photographs - Photos may exist for this station.
 DO2648
 DO2648.The dynamic height is computed by dividing the NAVD 88
 DO2648.geopotential number by the normal gravity value computed on the
 DO2648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2648.degrees latitude (g = 980.6199 gals.).
 DO2648
 DO2648.The modeled gravity was interpolated from observed gravity values.
 DO2648
 DO2648;                    North         East    Units  Estimated Accuracy
 DO2648;SPC FL E     -   215,380.      287,760.      MT  (+/- 180 meters Scaled)
 DO2648
 DO2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK877064(NAD 83)
 DO2648
 DO2648                          SUPERSEDED SURVEY CONTROL
 DO2648
 DO2648.No superseded survey control is available for this station.
 DO2648
 DO2648_MARKER: DB = BENCH MARK DISK
 DO2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2648_STAMPING: 009 2011
 DO2648_MARK LOGO: FL2570
 DO2648_PROJECTION: RECESSED 5 CENTIMETERS
 DO2648_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2648+STABILITY: SURFACE MOTION
 DO2648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2648+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2011
 DO2648
 DO2648  HISTORY     - Date     Condition        Report By
 DO2648  HISTORY     - 20111222 MONUMENTED       STONER
 DO2648
 DO2648                          STATION DESCRIPTION
 DO2648
 DO2648'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2648'THE MARK IS ABOUT 6.2 MI (10.0 KM) SOUTH-SOUTHWEST OF BOCA RATON, 5.7
 DO2648'MI (9.2 KM) EAST-SOUTHEAST OF WEST DIXIE BEND, 2.6 MI (4.2 KM) NORTH
 DO2648'OF POMPANO BEACH, IN SECTION 23, TOWNSHIP 48 SOUTH, RANGE 42 EAST.
 DO2648'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2648'
 DO2648'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2648'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO NORTH ON NORTH DIXIE HIGHWAY
 DO2648'FOR 3.1 MI (5.0 KM) TO THE INTERSECTION OF SAMPLE ROAD.  TURN LEFT ON
 DO2648'WEST SAMPLE ROAD AND GO WEST FOR 0.5 MI (0.8 KM) TO THE MARK ON THE
 DO2648'LEFT, SET IN THE TOP OF A 10-INCH (25 CM) ROUND CONCRETE MONUMENT
 DO2648'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15
 DO2648'CM) ABOVE THE LEVEL OF WEST SAMPLE ROAD.
 DO2648'
 DO2648'LOCATED 685.0 FT (208.8 M) WEST OF THE INTERSECTION OF WEST SAMPLE
 DO2648'ROAD AND NORTHEAST THIRD AVENUE, 43.0 FT (13.1 M) WEST OF THE WEST END
 DO2648'OF A CONCRETE BULLNOSE ON THE CENTERLINE OF WEST SAMPLE ROAD, 8.8 FT
 DO2648'(2.7 M) EAST OF A WIRE PULL BOX, 5.7 FT (1.7 M) NORTH OF THE
 DO2648'CENTERLINE OF WEST SAMPLE ROAD AND 1.2 FT (0.4 M) EAST OF A CARSONITE
 DO2648'WITNESS POST.
 DO2648'
 DO2648'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH2930 ***********************************************************************
 DH2930  DESIGNATION -  01 053 0 01
 DH2930  PID         -  DH2930
 DH2930  STATE/COUNTY-  FL/BAKER
 DH2930  COUNTRY     -  US
 DH2930  USGS QUAD   -  TAYLOR (2018)
 DH2930
 DH2930                         *CURRENT SURVEY CONTROL
 DH2930  ______________________________________________________________________
 DH2930* NAD 83(1986) POSITION- 30 23 15.     (N) 082 19 53.     (W)   SCALED
 DH2930* NAVD 88 ORTHO HEIGHT -    37.800 (meters)      124.02  (feet) ADJUSTED
 DH2930  ______________________________________________________________________
 DH2930  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 DH2930  DYNAMIC HEIGHT  -         37.751 (meters)      123.85  (feet) COMP
 DH2930  MODELED GRAVITY -    979,341.3   (mgal)                       NAVD 88
 DH2930
 DH2930  VERT ORDER      -  SECOND    CLASS I
 DH2930
 DH2930.The horizontal coordinates were scaled from a map and have
 DH2930.an estimated accuracy of +/- 6 seconds.
 DH2930
 DH2930.The orthometric height was determined by differential leveling and
 DH2930.adjusted by the NATIONAL GEODETIC SURVEY
 DH2930.in June 2005.
 DH2930
 DH2930.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH2930.GEOID18 height accuracy estimate available here.
 DH2930
 DH2930.Click photographs - Photos may exist for this station.
 DH2930
 DH2930.The dynamic height is computed by dividing the NAVD 88
 DH2930.geopotential number by the normal gravity value computed on the
 DH2930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2930.degrees latitude (g = 980.6199 gals.).
 DH2930
 DH2930.The modeled gravity was interpolated from observed gravity values.
 DH2930
 DH2930;                    North         East    Units  Estimated Accuracy
 DH2930;SPC FL N     -   155,780.      808,400.      MT  (+/- 180 meters Scaled)
 DH2930
 DH2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP720624(NAD 83)
 DH2930
 DH2930                          SUPERSEDED SURVEY CONTROL
 DH2930
 DH2930.No superseded survey control is available for this station.
 DH2930
 DH2930_MARKER: DD = SURVEY DISK
 DH2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2930_STAMPING: 01-053-0-01
 DH2930_MARK LOGO: SJRWMD
 DH2930_PROJECTION: FLUSH
 DH2930_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH2930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2930+STABILITY: SURFACE MOTION
 DH2930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2930+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2003
 DH2930
 DH2930  HISTORY     - Date     Condition        Report By
 DH2930  HISTORY     - 2001     MONUMENTED       SJRWMD
 DH2930  HISTORY     - 20031202 GOOD             FLDEP
 DH2930
 DH2930                          STATION DESCRIPTION
 DH2930
 DH2930'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DH2930'THE MARK IS ABOUT 11.1 MI NORTH-NORTHWEST OF SANDERSON, 4.6 MI SOUTH
 DH2930'OF TAYLOR, IN  SECTION 20, TOWNSHIP 1 SOUTH, RANGE 20 EAST.
 DH2930'
 DH2930'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 125 AND COUNTY ROAD
 DH2930'250 IN TAYLOR,  GO SOUTH-SOUTHWEST ON COUNTY ROAD 250 FOR 4.6 MI TO
 DH2930'THE JUNCTION OF FOREST ROAD  NUMBER 232 ON THE RIGHT AND THE MARK ON
 DH2930'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE  MONUMENT FLUSH WITH THE
 DH2930'GROUND AND ABOUT LEVEL WITH COUNTY ROAD 250.
 DH2930'
 DH2930'LOCATED 37.2 FT EAST OF THE CENTERLINE OF COUNTY ROAD 250, 26.0 FT
 DH2930'NORTH OF CABLE BOX  NUMBER 9110162 AND 1.0 FT WEST OF A SJRWMD PVC
 DH2930'WITNESS POST
 DH2930'
 DH2930'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE WEST SIDE OF THE
 DH2930'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH3520 ***********************************************************************
 DH3520  DESIGNATION -  01 056 0 01
 DH3520  PID         -  DH3520
 DH3520  STATE/COUNTY-  FL/NASSAU
 DH3520  COUNTRY     -  US
 DH3520  USGS QUAD   -  HILLIARD (2018)
 DH3520
 DH3520                         *CURRENT SURVEY CONTROL
 DH3520  ______________________________________________________________________
 DH3520* NAD 83(1986) POSITION- 30 44 49.     (N) 081 59 11.     (W)   SCALED
 DH3520* NAVD 88 ORTHO HEIGHT -    29.186 (meters)       95.75  (feet) ADJUSTED
 DH3520  ______________________________________________________________________
 DH3520  GEOID HEIGHT    -        -28.285 (meters)                     GEOID18
 DH3520  DYNAMIC HEIGHT  -         29.149 (meters)       95.63  (feet) COMP
 DH3520  MODELED GRAVITY -    979,386.1   (mgal)                       NAVD 88
 DH3520
 DH3520  VERT ORDER      -  SECOND    CLASS I
 DH3520
 DH3520.The horizontal coordinates were scaled from a map and have
 DH3520.an estimated accuracy of +/- 6 seconds.
 DH3520
 DH3520.The orthometric height was determined by differential leveling and
 DH3520.adjusted by the NATIONAL GEODETIC SURVEY
 DH3520.in June 2005.
 DH3520
 DH3520.No vertical observational check was made to the station.
 DH3520
 DH3520.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH3520.GEOID18 height accuracy estimate available here.
 DH3520
 DH3520.Click photographs - Photos may exist for this station.
 DH3520
 DH3520.The dynamic height is computed by dividing the NAVD 88
 DH3520.geopotential number by the normal gravity value computed on the
 DH3520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH3520.degrees latitude (g = 980.6199 gals.).
 DH3520
 DH3520.The modeled gravity was interpolated from observed gravity values.
 DH3520
 DH3520;                    North         East    Units  Estimated Accuracy
 DH3520;SPC FL E     -   711,080.      105,550.      MT  (+/- 180 meters Scaled)
 DH3520
 DH3520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ055019(NAD 83)
 DH3520
 DH3520                          SUPERSEDED SURVEY CONTROL
 DH3520
 DH3520.No superseded survey control is available for this station.
 DH3520
 DH3520_MARKER: DD = SURVEY DISK
 DH3520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH3520_STAMPING: 01-056-0-01
 DH3520_MARK LOGO: SJRWMD
 DH3520_PROJECTION: RECESSED 3 CENTIMETERS
 DH3520_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH3520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH3520+STABILITY: SURFACE MOTION
 DH3520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH3520+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 DH3520
 DH3520  HISTORY     - Date     Condition        Report By
 DH3520  HISTORY     - 2001     MONUMENTED       SJRWMD
 DH3520  HISTORY     - 20040124 GOOD             FLDEP
 DH3520
 DH3520                          STATION DESCRIPTION
 DH3520
 DH3520'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DH3520'THE MARK IS ABOUT 2.0 MI SOUTH-SOUTHWEST OF BOULOGNE, IN SECTION 23,
 DH3520'TOWNSHIP 4 NORTH,  RANGE 23 EAST.
 DH3520'
 DH3520'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 (U.S. HIGHWAY
 DH3520'23, 1, STATE  HIGHWAY 15, 4) AND COUNTY ROAD 121 IN BOULOGNE, GO
 DH3520'SOUTHERLY ON COUNTY ROAD 121 FOR  2.05 MI TO THE MARK ON THE RIGHT,
 DH3520'SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.1 FT  BELOW THE LEVEL
 DH3520'OF THE GROUND AND ABOUT LEVEL WITH COUNTY ROAD 121.
 DH3520'
 DH3520'LOCATED 236.0 FT SOUTHWEST OF A DRIVEWAY AT 241802, 174.3 FT NORTHEAST
 DH3520'FROM A DRIVEWAY  AT 241794, 102.0 FT NORTH-NORTHWEST OF AND ACROSS
 DH3520'COUNTY ROAD 121 OF POWER POLE  NUMBER F850330 WITH 1 GUY WIRE
 DH3520'ATTACHED, 46.8 FT NORTHWEST OF THE CENTERLINE OF COUNTY  ROAD 121 AND
 DH3520'0.9 FT SOUTHEAST OF SJRWMD PVC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9471 ***********************************************************************
 AG9471  DESIGNATION -  01 43 23 05
 AG9471  PID         -  AG9471
 AG9471  STATE/COUNTY-  FL/LEE
 AG9471  COUNTRY     -  US
 AG9471  USGS QUAD   -  PUNTA GORDA SE (2018)
 AG9471
 AG9471                         *CURRENT SURVEY CONTROL
 AG9471  ______________________________________________________________________
 AG9471* NAD 83(2011) POSITION- 26 46 04.21550(N) 082 02 16.48230(W)   ADJUSTED
 AG9471* NAD 83(2011) ELLIP HT-   -20.840 (meters)        (06/27/12)   ADJUSTED
 AG9471* NAD 83(2011) EPOCH   -  2010.00
 AG9471* NAVD 88 ORTHO HEIGHT -     3.065 (meters)       10.06  (feet) ADJUSTED
 AG9471  ______________________________________________________________________
 AG9471  GEOID HEIGHT    -        -23.902 (meters)                     GEOID18
 AG9471  NAD 83(2011) X  -    789,343.782 (meters)                     COMP
 AG9471  NAD 83(2011) Y  - -5,643,565.800 (meters)                     COMP
 AG9471  NAD 83(2011) Z  -  2,855,262.356 (meters)                     COMP
 AG9471  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 AG9471  DYNAMIC HEIGHT  -          3.060 (meters)       10.04  (feet) COMP
 AG9471  MODELED GRAVITY -    979,099.9   (mgal)                       NAVD 88
 AG9471
 AG9471  VERT ORDER      -  SECOND    CLASS I
 AG9471
 AG9471  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9471  Standards:
 AG9471         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9471            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9471  -------------------------------------------------------------------
 AG9471  NETWORK    1.56   2.61           0.62   0.65   1.33      0.16317939
 AG9471  -------------------------------------------------------------------
 AG9471  Click here for local accuracies and other accuracy information.
 AG9471
 AG9471.The horizontal coordinates were established by GPS observations
 AG9471.and adjusted by the National Geodetic Survey in June 2012.
 AG9471
 AG9471.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9471.been affixed to the stable North American tectonic plate. See 
 AG9471.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9471
 AG9471.The horizontal coordinates are valid at the epoch date displayed above
 AG9471.which is a decimal equivalence of Year/Month/Day.
 AG9471
 AG9471.The orthometric height was determined by differential leveling and
 AG9471.adjusted by the NATIONAL GEODETIC SURVEY
 AG9471.in October 2017.
 AG9471
 AG9471.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9471.GEOID18 height accuracy estimate available here.
 AG9471
 AG9471.Click photographs - Photos may exist for this station.
 AG9471
 AG9471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9471
 AG9471.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9471
 AG9471.The ellipsoidal height was determined by GPS observations
 AG9471.and is referenced to NAD 83.
 AG9471
 AG9471.The dynamic height is computed by dividing the NAVD 88
 AG9471.geopotential number by the normal gravity value computed on the
 AG9471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9471.degrees latitude (g = 980.6199 gals.).
 AG9471
 AG9471.The modeled gravity was interpolated from observed gravity values.
 AG9471
 AG9471. The following values were computed from the NAD 83(2011) position.
 AG9471
 AG9471;                    North         East     Units Scale Factor Converg.
 AG9471;SPC FL W     -   269,682.143   196,229.598   MT  0.99994135   -0 01 01.5
 AG9471;SPC FL W     -   884,782.16    643,796.61   sFT  0.99994135   -0 01 01.5
 AG9471;UTM  17      - 2,961,142.522   396,809.383   MT  0.99973146   -0 28 03.0
 AG9471
 AG9471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9471!SPC FL W     -   1.00000327  x   0.99994135  =   0.99994462
 AG9471!UTM  17      -   1.00000327  x   0.99973146  =   0.99973473
 AG9471
 AG9471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9680961142(NAD 83)
 AG9471
 AG9471                          SUPERSEDED SURVEY CONTROL
 AG9471
 AG9471  NAD 83(2007)-  26 46 04.21566(N)    082 02 16.48293(W) AD(2002.00) 0
 AG9471  ELLIP H (02/10/07)  -20.825  (m)                       GP(2002.00)    
 AG9471  NAD 83(1999)-  26 46 04.21585(N)    082 02 16.48336(W) AD(       ) 1
 AG9471  ELLIP H (07/06/01)  -20.820  (m)                       GP(       ) 4 2
 AG9471  NAD 83(1990)-  26 46 04.21422(N)    082 02 16.48257(W) AD(       ) 1
 AG9471  ELLIP H (11/12/93)  -20.768  (m)                       GP(       ) 4 1
 AG9471  NAVD 88 (11/12/93)    3.1    (m)  GEOID93  model used  GPS OBS        
 AG9471
 AG9471.Superseded values are not recommended for survey control.
 AG9471
 AG9471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9471.See file dsdata.pdf to determine how the superseded data were derived.
 AG9471
 AG9471_MARKER: DD = SURVEY DISK
 AG9471_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AG9471_STAMPING: GPS 01 43 23 05
 AG9471_MARK LOGO: FL-071
 AG9471_PROJECTION: RECESSED 8 CENTIMETERS
 AG9471_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9471+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2021
 AG9471
 AG9471  HISTORY     - Date     Condition        Report By
 AG9471  HISTORY     - 1990     MONUMENTED       JOHNSN
 AG9471  HISTORY     - 19910111 GOOD
 AG9471  HISTORY     - 19920930 GOOD             DENI
 AG9471  HISTORY     - 20060310 GOOD             HOLE
 AG9471  HISTORY     - 20170314 GOOD             HSS
 AG9471  HISTORY     - 20210110 GOOD             FLDEP
 AG9471
 AG9471                          STATION DESCRIPTION
 AG9471
 AG9471'DESCRIBED 1991
 AG9471'RECOVERED IN GOOD CONDITION.
 AG9471
 AG9471                          STATION RECOVERY (1992)
 AG9471
 AG9471'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AG9471'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9471'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 5, TWP 43S, RGE
 AG9471'23E, 13.5 MI (21.7 KM) NORTHWEST OF FORT MYERS, 11.5 MI (18.5 KM)
 AG9471'SOUTH OF PUNTA GORDA, 0.1 MI (0.2 KM) SOUTH OF THE LEE/CHARLOTTE
 AG9471'COUNTY LINE.
 AG9471'TO REACH STATION FROM THE JUNCTION OF STATE ROAD 78/PINE ISLAND ROAD
 AG9471'AND BURNT STORE ROAD/COUNTY ROAD 765, GO NORTH 8.9 MI (14.3 KM) ON
 AG9471'BURNT STORE ROAD TO MARK ON RIGHT.
 AG9471'STATION IS 108.4 FT (33.0 M) EAST OF THE CENTERLINE OF BURNT STORE
 AG9471'ROAD, 52.2 FT (15.9 M) NORTHWEST OF THE WESTMOST WOOD BILLBOARD
 AG9471'SUPPORT PILING, 10.0 FT (3.0 M) WEST OF A WITNESS POST.
 AG9471'STATION MARK IS A LEE CO/LB 642 (JOHNSON ENGINEERING, INC.) 3 INCH
 AG9471'BRASS SURVEY CONTROL POINT DISK SET IN TOP OF A 4 INCH SQUARE
 AG9471'CONCRETE POST, 6 INCHES BELOW GROUND LEVEL.
 AG9471
 AG9471                          STATION RECOVERY (2006)
 AG9471
 AG9471'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2006 (BRH)
 AG9471'WITNESS POST MISSING. CHANGE 52.2 FT (15.9 M) TO 51.0 FT (15.5 M)
 AG9471'NORTHWEST OF THE WESTMOST NEW WOOD BILLBOARD SUPPORT PILING.
 AG9471
 AG9471                          STATION RECOVERY (2017)
 AG9471
 AG9471'RECOVERY NOTE BY HYATT SURVEY SERVICES 2017 (MTE)
 AG9471'RECOVERED AS DESCRIBED.
 AG9471
 AG9471                          STATION RECOVERY (2021)
 AG9471
 AG9471'RECOVERY NOTE BY FL DEPT OF ENV PRO 2021 (DLP)
 AG9471'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ7403 ***********************************************************************
 DQ7403  DESIGNATION -  01 82 A 19
 DQ7403  PID         -  DQ7403
 DQ7403  STATE/COUNTY-  FL/CHARLOTTE
 DQ7403  COUNTRY     -  US
 DQ7403  USGS QUAD   -  PLACIDA (2018)
 DQ7403
 DQ7403                         *CURRENT SURVEY CONTROL
 DQ7403  ______________________________________________________________________
 DQ7403* NAD 83(1986) POSITION- 26 52 15.45   (N) 082 19 06.70   (W)   HD_HELD1
 DQ7403* NAVD 88 ORTHO HEIGHT -     1.445 (meters)        4.74  (feet) ADJUSTED
 DQ7403  ______________________________________________________________________
 DQ7403  GEOID HEIGHT    -        -23.823 (meters)                     GEOID18
 DQ7403  DYNAMIC HEIGHT  -          1.443 (meters)        4.73  (feet) COMP
 DQ7403  MODELED GRAVITY -    979,112.6   (mgal)                       NAVD 88
 DQ7403
 DQ7403  VERT ORDER      -  SECOND    CLASS I
 DQ7403
 DQ7403.The horizontal coordinates were determined by differentially corrected
 DQ7403.hand held GPS observations or other comparable positioning techniques
 DQ7403.and have an estimated accuracy of +/- 3 meters.
 DQ7403
 DQ7403.The orthometric height was determined by differential leveling and
 DQ7403.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7403.in April 2018.
 DQ7403
 DQ7403.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7403.GEOID18 height accuracy estimate available here.
 DQ7403
 DQ7403.Click photographs - Photos may exist for this station.
 DQ7403
 DQ7403.The dynamic height is computed by dividing the NAVD 88
 DQ7403.geopotential number by the normal gravity value computed on the
 DQ7403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7403.degrees latitude (g = 980.6199 gals.).
 DQ7403
 DQ7403.The modeled gravity was interpolated from observed gravity values.
 DQ7403
 DQ7403;                    North         East    Units  Estimated Accuracy
 DQ7403;SPC FL W     -   281,146.5     168,350.3     MT  (+/- 3 meters HH1 GPS) 
 DQ7403
 DQ7403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6902672824(NAD 83)
 DQ7403
 DQ7403                          SUPERSEDED SURVEY CONTROL
 DQ7403
 DQ7403.No superseded survey control is available for this station.
 DQ7403
 DQ7403_MARKER: DD = SURVEY DISK
 DQ7403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ7403_STAMPING: 01 82 A 19
 DQ7403_MARK LOGO: FLDNR
 DQ7403_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7403_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7403+STABILITY: SURFACE MOTION
 DQ7403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7403+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2017
 DQ7403
 DQ7403  HISTORY     - Date     Condition        Report By
 DQ7403  HISTORY     - 19820101 MONUMENTED       FLDNR
 DQ7403  HISTORY     - 20170210 GOOD             DMKINC
 DQ7403
 DQ7403                          STATION DESCRIPTION
 DQ7403
 DQ7403'DESCRIBED BY DMK ASSOCIATES INC 2017 (WAM)
 DQ7403'THE STATION IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH-NORTHWEST OF BOCA
 DQ7403'GRANDE, 6.6 MI (10.6 KM) SOUTH-SOUTHEAST OF ENGLEWOOD, 4.3 MI (6.9 KM)
 DQ7403'NORTHWEST OF PLACIDA AND 3.2 MI (5.1 KM) SOUTHWEST OF THE CENTER OF
 DQ7403'ROTONDA CIRCLE IN ENGLEWOOD, IN SECTION 33, TOWNSHIP 41 SOUTH, RANGE
 DQ7403'20 EAST.
 DQ7403'
 DQ7403'THE STATION IS WITHIN THE RIGHT-OF-WAY OF CHARLOTTE COUNTY ROADS,
 DQ7403'CHARLOTTE COUNTY, FLORIDA.
 DQ7403'
 DQ7403'TO REACH THE STATION FROM THE JUNTION OF PARADE CIRCLE AND ROTONDA
 DQ7403'BOULEVARD WEST IN THE CENTER OF ROTONDA WEST, FOLLOW ROTONDA BOULEVARD
 DQ7403'WEST FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF ROTONDA BOULEVARD WEST,
 DQ7403'EAGLE PRESERVE DRIVE AND STATE ROAD 775 (PLACIDA ROAD).  TURN LEFT
 DQ7403'(SOUTH) ONTO STATE ROAD 775 (PLACIDA ROAD) AND CONTINUE FOR 1.0 MI
 DQ7403'(1.6 KM) TO THE JUNCTION OF PANAMA BOULEVARD ON THE RIGHT.  TURN RIGHT
 DQ7403'(WEST) ONTO PANAMA BOULEVARD AND CONTINUE FOR 0.2 MI (0.3 KM) TO THE
 DQ7403'PALM ISLAND TRANSIT SERVICE, TAKE THE BARGE TO NORTH GULF BOULEVARD ON
 DQ7403'PALM ISLAND.  CONTINUE ON NORTH GULF BOULEVARD FOR 0.2 MI (0.3 KM) TO
 DQ7403'THE JUNCTION OF NORTH GULF BOULEVARD AND SOUTH GULF BOULEVARD.
 DQ7403'CONTINUE NORTH ALONG NORTH GULF BOULEVARD FOR 260 FT (79.2 M) TO
 DQ7403'DWELLING UNIT NUMBER 90 NORTH GULF BOULEVARD AND THE MARK WILL BE ON
 DQ7403'THE RIGHT.  A BRASS DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT.
 DQ7403'
 DQ7403'THE STATION IS LOCATED 28 FT (8.5 M) SOUTH-SOUTHWEST OF THE CENTER OF
 DQ7403'A PAVED ROAD (NORTH GULF BOULEVARD), 14.5 FT (4.4 M) WEST-NORTHWEST OF
 DQ7403'A POWER LINE POLE, 98.5 FT (30.0 M) SOUTH OF THE SOUTHWEST CORNER OF A
 DQ7403'CONCRETE BLOCK CONSTRUCTION RESIDENCE AND 3.2 FT (1.0 M)
 DQ7403'NORTH-NORTHEAST OF A METAL WITNESS POST.
 DQ7403'
 DQ7403'NOTE-THE PALM ISLAND TRANSIT REQUIRES A FEE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ7401 ***********************************************************************
 DQ7401  DESIGNATION -  01 82 A 21
 DQ7401  PID         -  DQ7401
 DQ7401  STATE/COUNTY-  FL/CHARLOTTE
 DQ7401  COUNTRY     -  US
 DQ7401  USGS QUAD   -  PLACIDA (2018)
 DQ7401
 DQ7401                         *CURRENT SURVEY CONTROL
 DQ7401  ______________________________________________________________________
 DQ7401* NAD 83(1986) POSITION- 26 52 00.24   (N) 082 19 05.98   (W)   HD_HELD1
 DQ7401* NAVD 88 ORTHO HEIGHT -     0.946 (meters)        3.10  (feet) ADJUSTED
 DQ7401  ______________________________________________________________________
 DQ7401  GEOID HEIGHT    -        -23.825 (meters)                     GEOID18
 DQ7401  DYNAMIC HEIGHT  -          0.944 (meters)        3.10  (feet) COMP
 DQ7401  MODELED GRAVITY -    979,112.0   (mgal)                       NAVD 88
 DQ7401
 DQ7401  VERT ORDER      -  SECOND    CLASS I
 DQ7401
 DQ7401.The horizontal coordinates were determined by differentially corrected
 DQ7401.hand held GPS observations or other comparable positioning techniques
 DQ7401.and have an estimated accuracy of +/- 3 meters.
 DQ7401
 DQ7401.The orthometric height was determined by differential leveling and
 DQ7401.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7401.in April 2018.
 DQ7401
 DQ7401.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7401.GEOID18 height accuracy estimate available here.
 DQ7401
 DQ7401.Click photographs - Photos may exist for this station.
 DQ7401
 DQ7401.The dynamic height is computed by dividing the NAVD 88
 DQ7401.geopotential number by the normal gravity value computed on the
 DQ7401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7401.degrees latitude (g = 980.6199 gals.).
 DQ7401
 DQ7401.The modeled gravity was interpolated from observed gravity values.
 DQ7401
 DQ7401;                    North         East    Units  Estimated Accuracy
 DQ7401;SPC FL W     -   280,678.4     168,369.0     MT  (+/- 3 meters HH1 GPS) 
 DQ7401
 DQ7401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6904172355(NAD 83)
 DQ7401
 DQ7401                          SUPERSEDED SURVEY CONTROL
 DQ7401
 DQ7401.No superseded survey control is available for this station.
 DQ7401
 DQ7401_MARKER: DD = SURVEY DISK
 DQ7401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ7401_STAMPING: 01 82 A 21
 DQ7401_MARK LOGO: FLDNR
 DQ7401_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7401_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7401+STABILITY: SURFACE MOTION
 DQ7401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7401+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2017
 DQ7401
 DQ7401  HISTORY     - Date     Condition        Report By
 DQ7401  HISTORY     - 19820101 MONUMENTED       FLDNR
 DQ7401  HISTORY     - 20170210 GOOD             DMKINC
 DQ7401
 DQ7401                          STATION DESCRIPTION
 DQ7401
 DQ7401'DESCRIBED BY DMK ASSOCIATES INC 2017 (WAM)
 DQ7401'THE STATION IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH-NORTHWEST OF BOCA
 DQ7401'GRANDE, 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF ENGLEWOOD, 4.1 MI (6.6 KM)
 DQ7401'NORTHWEST OF PLACIDA, 3.3 MI (5.3 KM) SOUTHWEST OF THE CENTER OF
 DQ7401'ROTONDA CIRCLE IN ENGLEWOOD, IN SECTION 33, TOWNSHIP 41 SOUTH, RANGE
 DQ7401'20 EAST.
 DQ7401'
 DQ7401'THE STATION IS WITHIN THE RIGHT-OF-WAY OF CHARLOTTE COUNTY ROADS,
 DQ7401'CHARLOTTE COUNTY, FLORIDA.
 DQ7401'
 DQ7401'TO REACH THE STATION FROM THE JUNTION OF PARADE CIRCLE AND ROTONDA
 DQ7401'BOULEVARD WEST IN THE CENTER OF ROTONDA WEST, FOLLOW ROTONDA BOULEVARD
 DQ7401'WEST FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF ROTONDA BOULEVARD WEST,
 DQ7401'EAGLE PRESERVE DRIVE AND STATE ROAD 775 (PLACIDA ROAD).  TURN LEFT
 DQ7401'(SOUTH) ONTO STATE ROAD 775 (PLACIDA ROAD) AND CONTINUE FOR 1.0 MI
 DQ7401'(1.6 KM) TO THE JUNCTION OF PANAMA BOULEVARD ON THE RIGHT.  TURN RIGHT
 DQ7401'(WEST) ONTO PANAMA BOULEVARD AND CONTINUE FOR 0.2 MI (0.3 KM) TO THE
 DQ7401'PALM ISLAND TRANSIT SERVICE, TAKE THE BARGE TO NORTH GULF BOULEVARD ON
 DQ7401'PALM ISLAND.  CONTINUE ON NORTH GULF BOULEVARD FOR 0.2 MI (0.3 KM) TO
 DQ7401'THE JUNCTION OF NORTH GULF BOULEVARD AND SOUTH GULF BOULEVARD.  TURN
 DQ7401'LEFT (SOUTH) ONTO SOUTH GULF BOULEVARD AND CONTINUE FOR 0.3 MI (0.5
 DQ7401'KM) THE CROSSING OF TWO BRIDGES AND THE MARK WILL BE ON THE RIGHT, 250
 DQ7401'FT (76.2 M) SOUTH OF THE SECOND (SOUTHERN) BRIDGE AND IS A BRASS DISK
 DQ7401'SET IN THE TOP OF A ROUND CONCRETE MONUMENT.
 DQ7401'
 DQ7401'THE STATION IS LOCATED 15 FT (4.6 M) SOUTHWEST OF THE CENTER OF THE
 DQ7401'PAVED ROAD (SOUTH GULF BOULEVARD), 80 FT (24.4 M) NORTH-NORTHWEST OF A
 DQ7401'POWER LINE POLE, 21.4 FT (6.5 M) EAST-SOUTHEAST OF A TELEPHONE
 DQ7401'JUNCTION BOX AND 5 FT (1.5 M) NORTHEAST OF A METAL WITNESS POST.
 DQ7401'
 DQ7401'NOTE-THE PALM ISLAND TRANSIT REQUIRES A FEE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ7400 ***********************************************************************
 DQ7400  DESIGNATION -  01 82 A 22
 DQ7400  PID         -  DQ7400
 DQ7400  STATE/COUNTY-  FL/CHARLOTTE
 DQ7400  COUNTRY     -  US
 DQ7400  USGS QUAD   -  PLACIDA (2018)
 DQ7400
 DQ7400                         *CURRENT SURVEY CONTROL
 DQ7400  ______________________________________________________________________
 DQ7400* NAD 83(1986) POSITION- 26 51 24.1    (N) 082 18 40.3    (W)   HD_HELD2
 DQ7400* NAVD 88 ORTHO HEIGHT -     1.151 (meters)        3.78  (feet) ADJUSTED
 DQ7400  ______________________________________________________________________
 DQ7400  GEOID HEIGHT    -        -23.826 (meters)                     GEOID18
 DQ7400  DYNAMIC HEIGHT  -          1.149 (meters)        3.77  (feet) COMP
 DQ7400  MODELED GRAVITY -    979,110.7   (mgal)                       NAVD 88
 DQ7400
 DQ7400  VERT ORDER      -  SECOND    CLASS I
 DQ7400
 DQ7400.The horizontal coordinates were established by autonomous hand held GPS
 DQ7400.observations and have an estimated accuracy of +/- 10 meters.
 DQ7400
 DQ7400.The orthometric height was determined by differential leveling and
 DQ7400.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7400.in April 2018.
 DQ7400
 DQ7400.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7400.GEOID18 height accuracy estimate available here.
 DQ7400
 DQ7400.Click photographs - Photos may exist for this station.
 DQ7400
 DQ7400.The dynamic height is computed by dividing the NAVD 88
 DQ7400.geopotential number by the normal gravity value computed on the
 DQ7400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7400.degrees latitude (g = 980.6199 gals.).
 DQ7400
 DQ7400.The modeled gravity was interpolated from observed gravity values.
 DQ7400
 DQ7400;                    North         East    Units  Estimated Accuracy
 DQ7400;SPC FL W     -   279,564.      169,075.      MT  (+/- 10 meters HH2 GPS)
 DQ7400
 DQ7400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6973871236(NAD 83)
 DQ7400
 DQ7400                          SUPERSEDED SURVEY CONTROL
 DQ7400
 DQ7400.No superseded survey control is available for this station.
 DQ7400
 DQ7400_MARKER: DD = SURVEY DISK
 DQ7400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ7400_STAMPING: 01 82 A 22
 DQ7400_MARK LOGO: FLDNR
 DQ7400_PROJECTION: RECESSED 8 CENTIMETERS
 DQ7400_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7400+STABILITY: SURFACE MOTION
 DQ7400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7400+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2017
 DQ7400
 DQ7400  HISTORY     - Date     Condition        Report By
 DQ7400  HISTORY     - 19820101 MONUMENTED       FLDNR
 DQ7400  HISTORY     - 20170210 GOOD             DMKINC
 DQ7400
 DQ7400                          STATION DESCRIPTION
 DQ7400
 DQ7400'DESCRIBED BY DMK ASSOCIATES INC 2017 (WAM)
 DQ7400'THE STATION IS LOCATED ABOUT 8.0 MI (12.9 KM) NORTH-NORTHWEST OF BOCA
 DQ7400'GRANDE, 7.7 MI (12.4 KM) SOUTH-SOUTHEAST OF ENGLEWOOD, 3.5 MI (5.6 KM)
 DQ7400'SOUTHWEST OF THE CENTER OF ROTONDA CIRCLE IN ENGLEWOOD AND 3.3 MI (5.3
 DQ7400'KM) WEST-NORTHWEST OF PLACIDA, IN SECTION 4, TOWNSHIP 42 SOUTH, RANGE
 DQ7400'20 EAST.
 DQ7400'
 DQ7400'THE STATION IS WITHIN THE RIGHT-OF-WAY OF CHARLOTTE COUNTY ROADS,
 DQ7400'CHARLOTTE COUNTY, FLORIDA.
 DQ7400'
 DQ7400'TO REACH THE STATION FROM THE JUNTION OF PARADE CIRCLE AND ROTONDA
 DQ7400'BOULEVARD WEST IN THE CENTER OF ROTONDA WEST, FOLLOW ROTONDA BOULEVARD
 DQ7400'WEST FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF ROTONDA BOULEVARD WEST,
 DQ7400'EAGLE PRESERVE DRIVE AND STATE ROAD 775 (PLACIDA ROAD).  TURN LEFT
 DQ7400'(SOUTH) ONTO STATE ROAD 775 (PLACIDA ROAD) AND CONTINUE FOR 1.0 MI
 DQ7400'(1.6 KM) TO THE JUNCTION OF PANAMA BOULEVARD ON THE RIGHT.  TURN RIGHT
 DQ7400'(WEST) ONTO PANAMA BOULEVARD AND CONTINUE FOR 0.2 MI (0.3 KM) TO THE
 DQ7400'PALM ISLAND TRANSIT SERVICE, TAKE THE BARGE TO NORTH GULF BOULEVARD ON
 DQ7400'PALM ISLAND.  CONTINUE ON NORTH GULF BOULEVARD FOR 0.2 MI (0.3 KM) TO
 DQ7400'THE JUNCTION OF NORTH GULF BOULEVARD AND SOUTH GULF BOULEVARD.  TURN
 DQ7400'LEFT (SOUTH) ONTO SOUTH GULF BOULEVARD AND CONTINUE FOR 0.3 MI (0.5
 DQ7400'KM) TO DWELLING UNIT NUMBER 51 S GULF BOULEVARD ON THE RIGHT, ENTER
 DQ7400'THE PUBLIC ACCESS EASEMENT NORTH OF DWELLING UNIT NUMBER 51 S GULF
 DQ7400'BOULEVARD AND TURN LEFT (SOUTH) ON THE BEACH AND CONTINUE FOR 0.7 MI
 DQ7400'(1.1 KM) TO DWELLING UNITS NUMBER 480 AND NUMBER 490 SOUTH GULF
 DQ7400'BOULEVARD.  TURN LEFT (NORTH) UP THE BEACH AND THE MARK WILL BE
 DQ7400'BETWEEN THE DWELLING UNITS.  A BRASS DISK SET IN THE TOP OF A ROUND
 DQ7400'CONCRETE MONUMENT.
 DQ7400'
 DQ7400'THE STATION IS LOCATED 34 FT (10.4 M) NORTHEAST OF A VEGETATION LINE,
 DQ7400'35 FT (10.7 M) WEST OF A 10 INCH (25 CM) PALMETTO PALM, 58 FT (17.7 M)
 DQ7400'SOUTHWEST OF A 15 INCH (38 CM) PALMETTO PALM AND 6.7 FT (2.0 M)
 DQ7400'SOUTHWEST OF METAL WITNESS POST.
 DQ7400'
 DQ7400'NOTE-THE PALM ISLAND TRANSIT REQUIRES A FEE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ7399 ***********************************************************************
 DQ7399  DESIGNATION -  01 82 A 23
 DQ7399  PID         -  DQ7399
 DQ7399  STATE/COUNTY-  FL/CHARLOTTE
 DQ7399  COUNTRY     -  US
 DQ7399  USGS QUAD   -  PLACIDA (2018)
 DQ7399
 DQ7399                         *CURRENT SURVEY CONTROL
 DQ7399  ______________________________________________________________________
 DQ7399* NAD 83(1986) POSITION- 26 51 04.1    (N) 082 18 24.9    (W)   HD_HELD2
 DQ7399* NAVD 88 ORTHO HEIGHT -     3.317 (meters)       10.88  (feet) ADJUSTED
 DQ7399  ______________________________________________________________________
 DQ7399  GEOID HEIGHT    -        -23.826 (meters)                     GEOID18
 DQ7399  DYNAMIC HEIGHT  -          3.312 (meters)       10.87  (feet) COMP
 DQ7399  MODELED GRAVITY -    979,110.1   (mgal)                       NAVD 88
 DQ7399
 DQ7399  VERT ORDER      -  SECOND    CLASS I
 DQ7399
 DQ7399.The horizontal coordinates were established by autonomous hand held GPS
 DQ7399.observations and have an estimated accuracy of +/- 10 meters.
 DQ7399
 DQ7399.The orthometric height was determined by differential leveling and
 DQ7399.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7399.in April 2018.
 DQ7399
 DQ7399.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7399.GEOID18 height accuracy estimate available here.
 DQ7399
 DQ7399.Click photographs - Photos may exist for this station.
 DQ7399
 DQ7399.The dynamic height is computed by dividing the NAVD 88
 DQ7399.geopotential number by the normal gravity value computed on the
 DQ7399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7399.degrees latitude (g = 980.6199 gals.).
 DQ7399
 DQ7399.The modeled gravity was interpolated from observed gravity values.
 DQ7399
 DQ7399;                    North         East    Units  Estimated Accuracy
 DQ7399;SPC FL W     -   278,948.      169,499.      MT  (+/- 10 meters HH2 GPS)
 DQ7399
 DQ7399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7015770616(NAD 83)
 DQ7399
 DQ7399                          SUPERSEDED SURVEY CONTROL
 DQ7399
 DQ7399.No superseded survey control is available for this station.
 DQ7399
 DQ7399_MARKER: DD = SURVEY DISK
 DQ7399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ7399_STAMPING: 01 82 A23
 DQ7399_MARK LOGO: FLDNR
 DQ7399_PROJECTION: RECESSED 13 CENTIMETERS
 DQ7399_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7399+STABILITY: SURFACE MOTION
 DQ7399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7399+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2017
 DQ7399
 DQ7399  HISTORY     - Date     Condition        Report By
 DQ7399  HISTORY     - 19820101 MONUMENTED       FLDNR
 DQ7399  HISTORY     - 20170210 GOOD             DMKINC
 DQ7399
 DQ7399                          STATION DESCRIPTION
 DQ7399
 DQ7399'DESCRIBED BY DMK ASSOCIATES INC 2017 (WAM)
 DQ7399'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHEAST OF
 DQ7399'ENGLEWOOD, 7.6 MI (12.2 KM) NORTH-NORTHWEST OF BOCA GRANDE, 3.6 MI
 DQ7399'(5.8 KM) SOUTHWEST OF THE CENTER OF ROTONDA CIRCLE IN ENGLEWOOD AND
 DQ7399'2.9 MI (4.7 KM) WEST-NORTHWEST OF PLACIDA.  IN SECTION 4, TOWNSHIP 42
 DQ7399'SOUTH, RANGE 20 EAST.
 DQ7399'
 DQ7399'THE STATION IS WITHIN THE RIGHT-OF-WAY OF CHARLOTTE COUNTY ROADS,
 DQ7399'CHARLOTTE COUNTY, FLORIDA.
 DQ7399'
 DQ7399'TO REACH THE STATION FROM THE JUNTION OF PARADE CIRCLE AND ROTONDA
 DQ7399'BOULEVARD WEST IN THE CENTER OF ROTONDA WEST, FOLLOW ROTONDA BOULEVARD
 DQ7399'WEST FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF ROTONDA BOULEVARD WEST,
 DQ7399'EAGLE PRESERVE DRIVE AND STATE ROAD 775 (PLACIDA ROAD).  TURN LEFT
 DQ7399'(SOUTH) ONTO STATE ROAD 775 (PLACIDA ROAD) AND CONTINUE FOR 1.0 MI
 DQ7399'(1.6 KM) TO THE JUNCTION OF PANAMA BOULEVARD ON THE RIGHT.  TURN RIGHT
 DQ7399'(WEST) ONTO PANAMA BOULEVARD AND CONTINUE FOR 0.2 MI (0.3 KM) TO THE
 DQ7399'PALM ISLAND TRANSIT SERVICE, TAKE THE BARGE TO NORTH GULF BOULEVARD ON
 DQ7399'PALM ISLAND.  CONTINUE ON NORTH GULF BOULEVARD FOR 0.2 MI (0.3 KM) TO
 DQ7399'THE JUNCTION OF NORTH GULF BOULEVARD AND SOUTH GULF BOULEVARD.  TURN
 DQ7399'LEFT (SOUTH) ONTO SOUTH GULF BOULEVARD AND CONTINUE FOR 0.3 MI (0.5
 DQ7399'KM) TO DWELLING UNIT NUMBER 51 S GULF BOULEVARD ON THE RIGHT, ENTER
 DQ7399'THE PUBLIC ACCESS EASEMENT NORTH OF DWELLING UNIT NUMBER 51 S GULF
 DQ7399'BOULEVARD AND TURN LEFT (SOUTH) ON THE BEACH AND CONTINUE FOR 1.2 MI
 DQ7399'(1.9 KM) TO A SAND TRAIL IN THE MIDDLE END OF DON PEDRO ISLAND STATE
 DQ7399'PARK AND 0.3 MI (0.5 KM) SOUTHWEST OF KETTLE HARBOR.  TURN LEFT
 DQ7399'(NORTH) UP THE BEACH AND THE MARK WILL BE ON THE RIGHT.  A BRASS DISK
 DQ7399'SET IN THE TOP OF A ROUND CONCRETE MONUMENT.
 DQ7399'
 DQ7399'THE STATION IS LOCATED 4.0 FT (1.2 M) SOUTHWEST OF THE NORTHEAST EDGE
 DQ7399'OF A SAND DUNE, 27 FT (8.2 M) NORTHEAST OF A VEGETATION LINE, 38 FT
 DQ7399'(11.6 M) SOUTH OF THE SOUTH EDGE OF A SMALL CLUMP OF SEA GRAPE BUSHES
 DQ7399'AND 1.3 FT (0.4 M) SOUTHWEST OF A METAL WITNESS POST.
 DQ7399'
 DQ7399'NOTE-THE PALM ISLAND TRANSIT REQUIRES A FEE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ7398 ***********************************************************************
 DQ7398  DESIGNATION -  01 82 A 24
 DQ7398  PID         -  DQ7398
 DQ7398  STATE/COUNTY-  FL/CHARLOTTE
 DQ7398  COUNTRY     -  US
 DQ7398  USGS QUAD   -  PLACIDA (2018)
 DQ7398
 DQ7398                         *CURRENT SURVEY CONTROL
 DQ7398  ______________________________________________________________________
 DQ7398* NAD 83(1986) POSITION- 26 50 31.11   (N) 082 18 00.43   (W)   HD_HELD1
 DQ7398* NAVD 88 ORTHO HEIGHT -     4.500 (meters)       14.76  (feet) ADJUSTED
 DQ7398  ______________________________________________________________________
 DQ7398  GEOID HEIGHT    -        -23.826 (meters)                     GEOID18
 DQ7398  DYNAMIC HEIGHT  -          4.493 (meters)       14.74  (feet) COMP
 DQ7398  MODELED GRAVITY -    979,109.0   (mgal)                       NAVD 88
 DQ7398
 DQ7398  VERT ORDER      -  SECOND    CLASS I
 DQ7398
 DQ7398.The horizontal coordinates were determined by differentially corrected
 DQ7398.hand held GPS observations or other comparable positioning techniques
 DQ7398.and have an estimated accuracy of +/- 3 meters.
 DQ7398
 DQ7398.The orthometric height was determined by differential leveling and
 DQ7398.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7398.in April 2018.
 DQ7398
 DQ7398.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7398.GEOID18 height accuracy estimate available here.
 DQ7398
 DQ7398.Click photographs - Photos may exist for this station.
 DQ7398
 DQ7398.The dynamic height is computed by dividing the NAVD 88
 DQ7398.geopotential number by the normal gravity value computed on the
 DQ7398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7398.degrees latitude (g = 980.6199 gals.).
 DQ7398
 DQ7398.The modeled gravity was interpolated from observed gravity values.
 DQ7398
 DQ7398;                    North         East    Units  Estimated Accuracy
 DQ7398;SPC FL W     -   277,930.8     170,171.8     MT  (+/- 3 meters HH1 GPS) 
 DQ7398
 DQ7398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7082169594(NAD 83)
 DQ7398
 DQ7398                          SUPERSEDED SURVEY CONTROL
 DQ7398
 DQ7398.No superseded survey control is available for this station.
 DQ7398
 DQ7398_MARKER: DD = SURVEY DISK
 DQ7398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ7398_STAMPING: 01 82 A24
 DQ7398_MARK LOGO: FLDNR
 DQ7398_PROJECTION: RECESSED 5 CENTIMETERS
 DQ7398_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7398+STABILITY: SURFACE MOTION
 DQ7398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7398+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2017
 DQ7398
 DQ7398  HISTORY     - Date     Condition        Report By
 DQ7398  HISTORY     - 19820101 MONUMENTED       FLDNR
 DQ7398  HISTORY     - 20170210 GOOD             DMKINC
 DQ7398
 DQ7398                          STATION DESCRIPTION
 DQ7398
 DQ7398'DESCRIBED BY DMK ASSOCIATES INC 2017 (WAM)
 DQ7398'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH-NORTHWEST OF PORT
 DQ7398'BOCA GRANDE, 6.8 MI (10.9 KM) NORTH-NORTHWEST OF BOCA GRANDE, 3.9 MI
 DQ7398'(6.3 KM) SOUTHWEST OF THE CENTER OF ROTONDA CIRCLE IN ENGLEWOOD AND
 DQ7398'2.3 MI (3.7 KM) WEST-NORTHWEST OF PLACIDA, IN SECTION 16, TOWNSHIP 42
 DQ7398'SOUTH, RANGE 20 EAST.
 DQ7398'
 DQ7398'THE STATION IS WITHIN THE RIGHT-OF-WAY OF CHARLOTTE COUNTY ROADS,
 DQ7398'CHARLOTTE COUNTY, FLORIDA.
 DQ7398'
 DQ7398'TO REACH THE STATION FROM THE JUNTION OF PARADE CIRCLE AND ROTONDA
 DQ7398'BOULEVARD WEST IN THE CENTER OF ROTONDA WEST, FOLLOW ROTONDA BOULEVARD
 DQ7398'WEST FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF ROTONDA BOULEVARD WEST,
 DQ7398'EAGLE PRESERVE DRIVE AND STATE ROAD 775 (PLACIDA ROAD).  TURN LEFT
 DQ7398'(SOUTH) ONTO STATE ROAD 775 (PLACIDA ROAD) AND CONTINUE FOR 1.0 MI
 DQ7398'(1.6 KM) TO THE JUNCTION OF PANAMA BOULEVARD ON THE RIGHT.  TURN RIGHT
 DQ7398'(WEST) ONTO PANAMA BOULEVARD AND CONTINUE FOR 0.2 MI (0.3 KM) TO THE
 DQ7398'PALM ISLAND TRANSIT SERVICE, TAKE THE BARGE TO NORTH GULF BOULEVARD ON
 DQ7398'PALM ISLAND.  CONTINUE ON NORTH GULF BOULEVARD FOR 0.2 MI (0.3 KM) TO
 DQ7398'THE JUNCTION OF NORTH GULF BOULEVARD AND SOUTH GULF BOULEVARD.  TURN
 DQ7398'LEFT (SOUTH) ONTO SOUTH GULF BOULEVARD AND CONTINUE FOR 0.3 MI (0.5
 DQ7398'KM) TO DWELLING UNIT NUMBER 51 S GULF BOULEVARD ON THE RIGHT, ENTER
 DQ7398'THE PUBLIC ACCESS EASEMENT NORTH OF DWELLING UNIT NUMBER 51 S GULF
 DQ7398'BOULEVARD AND TURN LEFT (SOUTH) ON THE BEACH AND CONTINUE FOR 2.0 MI
 DQ7398'(3.2 KM) TO A SAND TRAIL AT THE SOUTH END OF DON PEDRO ISLAND STATE
 DQ7398'PARK SOUTH OF RAMBLER HOLE.  TURN LEFT (NORTH) UP THE BEACH AND THE
 DQ7398'MARK WILL BE ON THE RIGHT, A BRASS DISK SET IN THE TOP OF A ROUND
 DQ7398'CONCRETE MONUMENT.
 DQ7398'
 DQ7398'LOCATED 91 FT (27.7 M) SOUTH-SOUTHWEST OF A 10 INCH (25 CM) AUSTRALIAN
 DQ7398'PINE TREE, 111 FT (33.8 M) NORTHWEST OF A 15 INCH (38 CM) AUSTRALIAN
 DQ7398'PINE TREE, 148 FT (45.1 M) NORTHEAST OF A DROP-OFF TO THE BEACH AND 4
 DQ7398'FT (1.2 M) WEST-SOUTHWEST OF A METAL WITNESS POST.
 DQ7398'
 DQ7398'NOTE-THE PALM ISLAND TRANSIT REQUIRES A FEE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ7393 ***********************************************************************
 DQ7393  DESIGNATION -  01 82 A 28
 DQ7393  PID         -  DQ7393
 DQ7393  STATE/COUNTY-  FL/CHARLOTTE
 DQ7393  COUNTRY     -  US
 DQ7393  USGS QUAD   -  PLACIDA (2018)
 DQ7393
 DQ7393                         *CURRENT SURVEY CONTROL
 DQ7393  ______________________________________________________________________
 DQ7393* NAD 83(1986) POSITION- 26 49 11.5    (N) 082 17 04.9    (W)   HD_HELD2
 DQ7393* NAVD 88 ORTHO HEIGHT -     2.857 (meters)        9.37  (feet) ADJUSTED
 DQ7393  ______________________________________________________________________
 DQ7393  GEOID HEIGHT    -        -23.825 (meters)                     GEOID18
 DQ7393  DYNAMIC HEIGHT  -          2.852 (meters)        9.36  (feet) COMP
 DQ7393  MODELED GRAVITY -    979,106.4   (mgal)                       NAVD 88
 DQ7393
 DQ7393  VERT ORDER      -  SECOND    CLASS I
 DQ7393
 DQ7393.The horizontal coordinates were established by autonomous hand held GPS
 DQ7393.observations and have an estimated accuracy of +/- 10 meters.
 DQ7393
 DQ7393.The orthometric height was determined by differential leveling and
 DQ7393.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7393.in April 2018.
 DQ7393
 DQ7393.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7393.GEOID18 height accuracy estimate available here.
 DQ7393
 DQ7393.Click photographs - Photos may exist for this station.
 DQ7393
 DQ7393.The dynamic height is computed by dividing the NAVD 88
 DQ7393.geopotential number by the normal gravity value computed on the
 DQ7393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7393.degrees latitude (g = 980.6199 gals.).
 DQ7393
 DQ7393.The modeled gravity was interpolated from observed gravity values.
 DQ7393
 DQ7393;                    North         East    Units  Estimated Accuracy
 DQ7393;SPC FL W     -   275,477.      171,699.      MT  (+/- 10 meters HH2 GPS)
 DQ7393
 DQ7393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7232967129(NAD 83)
 DQ7393
 DQ7393                          SUPERSEDED SURVEY CONTROL
 DQ7393
 DQ7393.No superseded survey control is available for this station.
 DQ7393
 DQ7393_MARKER: DD = SURVEY DISK
 DQ7393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ7393_STAMPING: 01 82 A28
 DQ7393_MARK LOGO: FLDNR
 DQ7393_PROJECTION: FLUSH
 DQ7393_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7393+STABILITY: SURFACE MOTION
 DQ7393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7393+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2017
 DQ7393
 DQ7393  HISTORY     - Date     Condition        Report By
 DQ7393  HISTORY     - 19820101 MONUMENTED       FLDNR
 DQ7393  HISTORY     - 20170210 GOOD             DMKINC
 DQ7393
 DQ7393                          STATION DESCRIPTION
 DQ7393
 DQ7393'DESCRIBED BY DMK ASSOCIATES INC 2017 (WAM)
 DQ7393'THE STATION IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH-NORTHWEST OF PORT
 DQ7393'BOCA GRANDE, 5.2 MI (8.4 KM) SOUTH-SOUTHWEST OF THE CENTER OF ROTONDA
 DQ7393'CIRCLE IN ENGLEWOOD, 5.1 MI (8.2 KM) NORTH-NORTHWEST OF BOCA GRANDE,
 DQ7393'1.5 MI (2.4 KM) SOUTHWEST OF PLACIDA AND 1.2 MI (1.9 KM) SOUTHWEST OF
 DQ7393'THE NORTH END OF THE BOCA GRANDE CAUSEWAY OVER PLACIDA HARBOR, IN
 DQ7393'SECTION 22, TOWNSHIP 42 SOUTH, RANGE 20 EAST.
 DQ7393'
 DQ7393'THE STATION IS WITHIN THE RIGHT-OF-WAY OF CHARLOTTE COUNTY ROADS,
 DQ7393'CHARLOTTE COUNTY, FLORIDA.
 DQ7393'
 DQ7393'TO REACH THE STATION FROM THE JUNTION OF PARADE CIRCLE AND ROTONDA
 DQ7393'BOULEVARD WEST IN THE CENTER OF ROTONDA WEST, FOLLOW ROTONDA BOULEVARD
 DQ7393'WEST FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF ROTONDA BOULEVARD WEST,
 DQ7393'EAGLE PRESERVE DRIVE AND STATE ROAD 775 (PLACIDA ROAD).  TURN LEFT
 DQ7393'(SOUTH) ONTO STATE ROAD 775 (PLACIDA ROAD) AND CONTINUE FOR 1.0 MI
 DQ7393'(1.6 KM) TO REACH THE JUNCTION OF PANAMA BOULEVARD ON THE RIGHT.  TURN
 DQ7393'RIGHT (WEST) ONTO PANAMA BOULEVARD AND CONTINUE FOR 0.2 MI (0.3 KM) TO
 DQ7393'THE PALM ISLAND TRANSIT SERVICE, TAKE THE BARGE TO NORTH GULF
 DQ7393'BOULEVARD ON PALM ISLAND.  CONTINUE ON NORTH GULF BOULEVARD FOR 0.2 MI
 DQ7393'(0.3 KM) TO THE JUNCTION OF NORTH GULF BOULEVARD AND SOUTH GULF
 DQ7393'BOULEVARD.  TURN LEFT (SOUTH) ONTO SOUTH GULF BOULEVARD AND CONTINUE
 DQ7393'FOR 0.3 MI (0.5 KM) TO DWELLING UNIT NUMBER 51 S GULF BOULEVARD ON THE
 DQ7393'RIGHT, ENTER THE PUBLIC ACCESS EASEMENT NORTH OF DWELLING UNIT NUMBER
 DQ7393'51 S GULF BOULEVARD AND TURN LEFT (SOUTH) ON THE BEACH AND CONTINUE
 DQ7393'FOR 4.0 MI (6.4 KM) TO REACH DWELLING UNITS NUMBER 9802 AND NUMBER
 DQ7393'9814 LITTLE GASPARILLA ISLAND.  TURN LEFT (NORTH) UP THE BEACH AND
 DQ7393'CONTINUE FOR 200 FT (61.0 M) AND THE MARK WILL BE ON THE RIGHT, A
 DQ7393'BRASS DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT.
 DQ7393'
 DQ7393'LOCATED 38 FT (11.6 M) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A SUN
 DQ7393'DECK, 95.5 FT (29.1 M) WEST OF THE SOUTHWEST CORNER PILING FOR THE
 DQ7393'PORCH OF A BROWN HOUSE, 100 FT (30.5 M) SOUTH-SOUTHWEST OF THE
 DQ7393'NORTHWEST CORNER PILING FOR A PORCH OF A GREY HOUSE AND 3 FT (0.9 M)
 DQ7393'SOUTHWEST OF A METAL WITNESS POST.
 DQ7393'
 DQ7393'NOTE-THE PALM ISLAND TRANSIT REQUIRES A FEE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ7395 ***********************************************************************
 DQ7395  DESIGNATION -  01 82 A 28
 DQ7395  PID         -  DQ7395
 DQ7395  STATE/COUNTY-  FL/CHARLOTTE
 DQ7395  COUNTRY     -  US
 DQ7395  USGS QUAD   -  PLACIDA (2018)
 DQ7395
 DQ7395                         *CURRENT SURVEY CONTROL
 DQ7395  ______________________________________________________________________
 DQ7395* NAD 83(1986) POSITION- 26 49 35.0    (N) 082 17 17.2    (W)   HD_HELD2
 DQ7395* NAVD 88 ORTHO HEIGHT -     2.206 (meters)        7.24  (feet) ADJUSTED
 DQ7395  ______________________________________________________________________
 DQ7395  GEOID HEIGHT    -        -23.826 (meters)                     GEOID18
 DQ7395  DYNAMIC HEIGHT  -          2.202 (meters)        7.22  (feet) COMP
 DQ7395  MODELED GRAVITY -    979,107.2   (mgal)                       NAVD 88
 DQ7395
 DQ7395  VERT ORDER      -  SECOND    CLASS I
 DQ7395
 DQ7395.The horizontal coordinates were established by autonomous hand held GPS
 DQ7395.observations and have an estimated accuracy of +/- 10 meters.
 DQ7395
 DQ7395.The orthometric height was determined by differential leveling and
 DQ7395.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7395.in April 2018.
 DQ7395
 DQ7395.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7395.GEOID18 height accuracy estimate available here.
 DQ7395
 DQ7395.Click photographs - Photos may exist for this station.
 DQ7395
 DQ7395.The dynamic height is computed by dividing the NAVD 88
 DQ7395.geopotential number by the normal gravity value computed on the
 DQ7395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7395.degrees latitude (g = 980.6199 gals.).
 DQ7395
 DQ7395.The modeled gravity was interpolated from observed gravity values.
 DQ7395
 DQ7395;                    North         East    Units  Estimated Accuracy
 DQ7395;SPC FL W     -   276,201.      171,361.      MT  (+/- 10 meters HH2 GPS)
 DQ7395
 DQ7395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7199767855(NAD 83)
 DQ7395
 DQ7395                          SUPERSEDED SURVEY CONTROL
 DQ7395
 DQ7395.No superseded survey control is available for this station.
 DQ7395
 DQ7395_MARKER: DD = SURVEY DISK
 DQ7395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ7395_STAMPING: 01 82 A28
 DQ7395_MARK LOGO: FLDNR
 DQ7395_PROJECTION: FLUSH
 DQ7395_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ7395+STABILITY: SURFACE MOTION
 DQ7395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7395+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2017
 DQ7395
 DQ7395  HISTORY     - Date     Condition        Report By
 DQ7395  HISTORY     - 19820101 MONUMENTED       FLDNR
 DQ7395  HISTORY     - 20170210 GOOD             DMKINC
 DQ7395
 DQ7395                          STATION DESCRIPTION
 DQ7395
 DQ7395'DESCRIBED BY DMK ASSOCIATES INC 2017 (WAM)
 DQ7395'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) NORTH-NORTHWEST OF PORT
 DQ7395'BOCA GRANDE, 5.6 MI (9.0 KM) NORTH-NORTHWEST OF BOCA GRANDE, 4.7 MI
 DQ7395'(7.6 KM) SOUTH-SOUTHWEST OF THE CENTER OF ROTONDA CIRCLE IN ENGLEWOOD.
 DQ7395'AND 1.5 MI (2.4 KM) WEST-SOUTHWEST OF PLACIDA, IN SECTION 22, TOWNSHIP
 DQ7395'42 SOUTH, RANGE 20 EAST.
 DQ7395'
 DQ7395'THE STATION IS WITHIN THE RIGHT-OF-WAY OF CHARLOTTE COUNTY ROADS,
 DQ7395'CHARLOTTE COUNTY, FLORIDA.
 DQ7395'
 DQ7395'TO REACH THE STATION FROM THE JUNTION OF PARADE CIRCLE AND ROTONDA
 DQ7395'BOULEVARD WEST IN THE CENTER OF ROTONDA WEST, FOLLOW ROTONDA BOULEVARD
 DQ7395'WEST FOR 2.3 MI (3.7 KM) TO REACH THE JUNCTION OF ROTONDA BOULEVARD
 DQ7395'WEST, EAGLE PRESERVE DRIVE AND STATE ROAD 775 (PLACIDA ROAD).  TURN
 DQ7395'LEFT (SOUTH) ONTO STATE ROAD 775 (PLACIDA ROAD) AND CONTINUE FOR 1.0
 DQ7395'MI (1.6 KM) TO REACH THE JUNCTION OF PANAMA BOULEVARD ON THE RIGHT.
 DQ7395'TURN RIGHT (WEST) ONTO PANAMA BOULEVARD AND CONTINUE FOR 0.2 MI (0.3
 DQ7395'KM) TO REACH THE PALM ISLAND TRANSIT SERVICE, TAKE THE BARGE TO NORTH
 DQ7395'GULF BOULEVARD ON PALM ISLAND.  CONTINUE ON NORTH GULF BOULEVARD FOR
 DQ7395'0.2 MI (0.3 KM) TO THE JUNCTION OF NORTH GULF BOULEVARD AND SOUTH GULF
 DQ7395'BOULEVARD.  TURN LEFT (SOUTH) ONTO SOUTH GULF BOULEVARD AND CONTINUE
 DQ7395'FOR 0.3 MI (0.5 KM) TO DWELLING UNIT NUMBER 51 S GULF BOULEVARD ON THE
 DQ7395'RIGHT, ENTER THE PUBLIC ACCESS EASEMENT NORTH OF DWELLING UNIT NUMBER
 DQ7395'51 S GULF BOULEVARD AND TURN LEFT (SOUTH) ON THE BEACH AND CONTINUE
 DQ7395'FOR 3.3 MI (5.3 KM) TO THE BEACH ACCESS THROUGH GARDNER STREET.  TURN
 DQ7395'LEFT (NORTH) UP THE BEACH AND CONTINUE FOR 400 FT (121.9 M) AND THE
 DQ7395'MARK WILL BE ON THE RIGHT, A BRASS DISK SET IN THE TOP OF A ROUND
 DQ7395'CONCRETE MONUMENT.
 DQ7395'
 DQ7395'LOCATED 40 FT (12.2 M) SOUTHEAST OF THE CENTER OF A TRAIL ROAD, 60 FT
 DQ7395'(18.3 M) EAST-SOUTHEAST OF A POWER POLE, 95.5 FT (29.1 M)
 DQ7395'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER PILING OF A FRAME RESIDENCE
 DQ7395'AND 4.5 FT (1.4 M) NORTHEAST OF A WITNESS POST.
 DQ7395'
 DQ7395'NOTE-THE PALM ISLAND TRANSIT REQUIRES A FEE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL2723 ***********************************************************************
 DL2723  DESIGNATION -  01 82 A01 RM 2
 DL2723  PID         -  DL2723
 DL2723  STATE/COUNTY-  FL/CHARLOTTE
 DL2723  COUNTRY     -  US
 DL2723  USGS QUAD   -  ENGLEWOOD (2018)
 DL2723
 DL2723                         *CURRENT SURVEY CONTROL
 DL2723  ______________________________________________________________________
 DL2723* NAD 83(1986) POSITION- 26 56 45.4    (N) 082 22 21.7    (W)   HD_HELD2
 DL2723* NAVD 88 ORTHO HEIGHT -     1.654 (meters)        5.43  (feet) ADJUSTED
 DL2723  ______________________________________________________________________
 DL2723  GEOID HEIGHT    -        -23.829 (meters)                     GEOID18
 DL2723  DYNAMIC HEIGHT  -          1.651 (meters)        5.42  (feet) COMP
 DL2723  MODELED GRAVITY -    979,120.1   (mgal)                       NAVD 88
 DL2723
 DL2723  VERT ORDER      -  SECOND    CLASS I
 DL2723
 DL2723.The horizontal coordinates were established by autonomous hand held GPS
 DL2723.observations and have an estimated accuracy of +/- 10 meters.
 DL2723
 DL2723.The orthometric height was determined by differential leveling and
 DL2723.adjusted by the NATIONAL GEODETIC SURVEY
 DL2723.in July 2009.
 DL2723
 DL2723.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2723.GEOID18 height accuracy estimate available here.
 DL2723
 DL2723.Click photographs - Photos may exist for this station.
 DL2723
 DL2723.The dynamic height is computed by dividing the NAVD 88
 DL2723.geopotential number by the normal gravity value computed on the
 DL2723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2723.degrees latitude (g = 980.6199 gals.).
 DL2723
 DL2723.The modeled gravity was interpolated from observed gravity values.
 DL2723
 DL2723;                    North         East    Units  Estimated Accuracy
 DL2723;SPC FL W     -   289,469.      162,993.      MT  (+/- 10 meters HH2 GPS)
 DL2723
 DL2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6373581187(NAD 83)
 DL2723
 DL2723                          SUPERSEDED SURVEY CONTROL
 DL2723
 DL2723.No superseded survey control is available for this station.
 DL2723
 DL2723_STAMPING: 01 82 A01 REF MK 2
 DL2723_MARK LOGO: FLDNR
 DL2723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2723+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2007
 DL2723
 DL2723  HISTORY     - Date     Condition        Report By
 DL2723  HISTORY     - 1982     MONUMENTED       FLDNR
 DL2723  HISTORY     - 20071012 GOOD             FLDEP
 DL2723  HISTORY     - 20190105 MARK NOT FOUND   INDIV
 DL2723
 DL2723                          STATION DESCRIPTION
 DL2723
 DL2723'DESCRIBED BY FL DEPT OF ENV PRO 2007 (BPJ)
 DL2723'THE MARK IS ON MANASOTA KEY, IN SECTION 35, TOWNSHIP 40 SOUTH, RANGE
 DL2723'19 EAST.
 DL2723'
 DL2723'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 775 (SOUTH INDIANA
 DL2723'AVENUE), STATE ROAD 776 (MCCALL ROAD) AND STATE ROAD 776 (BEACH ROAD)
 DL2723'IN ENGLEWOOD BEACH, GO SOUTHWEST ON STATE ROAD 776 (BEACH ROAD) FOR
 DL2723'1.4 MI (2.3 KM) TO THE JUNCTION OF NORTH BEACH ROAD ON THE RIGHT, TURN
 DL2723'RIGHT ON NORTH BEACH ROAD AND GO NORTH FOR 1.7 MI (2.7 KM) TO THE
 DL2723'SARASOTA-CHARLOTTE COUNTY LINE AND THE MARK ON THE LEFT, A DEPARTMENT
 DL2723'OF NATURAL RESOURCES SURVEY DISK WITH AN UNKNOWN SETTING RECESSED 0.1
 DL2723'FT (0.0 M) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH NORTH BEACH
 DL2723'ROAD.
 DL2723'
 DL2723'LOCATED 15.3 FT (4.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DL2723'NORTHERNMOST DRIVEWAY AT 6000 NORTH BEACH ROAD, 13.0 FT (4.0 M)
 DL2723'NORTHEAST OF A BIKE PATH SIGN POST AND 8.0 FT (2.4 M) WEST-SOUTHWEST
 DL2723'OF THE APPROXIMATE CENTERLINE OF NORTH BEACH ROAD.
 DL2723'
 DL2723'NOTE THE DISK IS RECESSED AND A PLUG MAY BE NEEDED.
 DL2723
 DL2723                          STATION RECOVERY (2019)
 DL2723
 DL2723'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DL2723'MEASUREMENTS FELL UNDER THE PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2649 ***********************************************************************
 DO2649  DESIGNATION -  010
 DO2649  PID         -  DO2649
 DO2649  STATE/COUNTY-  FL/BROWARD
 DO2649  COUNTRY     -  US
 DO2649  USGS QUAD   -  BOCA RATON (2018)
 DO2649
 DO2649                         *CURRENT SURVEY CONTROL
 DO2649  ______________________________________________________________________
 DO2649* NAD 83(1986) POSITION- 26 17 03.     (N) 080 06 39.     (W)   SCALED
 DO2649* NAVD 88 ORTHO HEIGHT -     4.621 (meters)       15.16  (feet) ADJUSTED
 DO2649  ______________________________________________________________________
 DO2649  GEOID HEIGHT    -        -25.855 (meters)                     GEOID18
 DO2649  DYNAMIC HEIGHT  -          4.614 (meters)       15.14  (feet) COMP
 DO2649  MODELED GRAVITY -    979,075.7   (mgal)                       NAVD 88
 DO2649
 DO2649  VERT ORDER      -  SECOND    CLASS II
 DO2649
 DO2649.The horizontal coordinates were scaled from a map and have
 DO2649.an estimated accuracy of +/- 6 seconds.
 DO2649
 DO2649.The orthometric height was determined by differential leveling and
 DO2649.adjusted by the NATIONAL GEODETIC SURVEY
 DO2649.in December 2012.
 DO2649
 DO2649.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2649.GEOID18 height accuracy estimate available here.
 DO2649
 DO2649.Click photographs - Photos may exist for this station.
 DO2649
 DO2649.The dynamic height is computed by dividing the NAVD 88
 DO2649.geopotential number by the normal gravity value computed on the
 DO2649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2649.degrees latitude (g = 980.6199 gals.).
 DO2649
 DO2649.The modeled gravity was interpolated from observed gravity values.
 DO2649
 DO2649;                    North         East    Units  Estimated Accuracy
 DO2649;SPC FL E     -   216,400.      288,800.      MT  (+/- 180 meters Scaled)
 DO2649
 DO2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK887074(NAD 83)
 DO2649
 DO2649                          SUPERSEDED SURVEY CONTROL
 DO2649
 DO2649.No superseded survey control is available for this station.
 DO2649
 DO2649_MARKER: DB = BENCH MARK DISK
 DO2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2649_STAMPING: 010 2011
 DO2649_MARK LOGO: FL2570
 DO2649_PROJECTION: RECESSED 5 CENTIMETERS
 DO2649_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2649+STABILITY: SURFACE MOTION
 DO2649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2649+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2011
 DO2649
 DO2649  HISTORY     - Date     Condition        Report By
 DO2649  HISTORY     - 20111222 MONUMENTED       STONER
 DO2649
 DO2649                          STATION DESCRIPTION
 DO2649
 DO2649'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2649'THE MARK IS ABOUT 6.0 MI (9.7 KM) EAST-SOUTHEAST OF WEST DIXIE BEND,
 DO2649'5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF BOCA RATON, 3.3 MI (5.4 KM)
 DO2649'NORTH-NORTHEAST OF POMPANO BEACH, IN SECTION 13, TOWNSHIP 48 SOUTH,
 DO2649'RANGE 42 EAST.  OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2649'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2649'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO NORTH ON NORTH DIXIE HIGHWAY
 DO2649'FOR 3.8 MI (6.1 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A
 DO2649'10-INCH (25 CM) ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW
 DO2649'THE LEVEL OF THE GROUND AND LEVEL WITH NORTH DIXIE HIGHWAY.
 DO2649'
 DO2649'LOCATED 235.0 FT (71.6 M) SOUTH OF THE INTERSECTION OF NORTH DIXIE
 DO2649'HIGHWAY AND NORTHEAST 43RD COURT, 50.0 FT (15.2 M) EAST OF THE
 DO2649'CENTERLINE OF NORTH DIXIE HIGHWAY, 36.7 FT (11.2 M) WEST OF THE WEST
 DO2649'RAIL OF THE RAIL ROAD, 13.2 FT (4.0 M) SOUTHWEST OF A 6-INCH (15 CM)
 DO2649'BLACK OLIVE TREE, 12.0 FT (3.7 M) EAST OF THE EAST EDGE OF A 2.0 FT
 DO2649'(0.6 M) WIDE CURB AND GUTTER AND 1.3 FT (0.4 M) WEST OF A CARSONITE
 DO2649'WITNESS POST.
 DO2649'
 DO2649'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9538 ***********************************************************************
 AG9538  DESIGNATION -  0104
 AG9538  PID         -  AG9538
 AG9538  STATE/COUNTY-  FL/SARASOTA
 AG9538  COUNTRY     -  US
 AG9538  USGS QUAD   -  BRADENTON (2018)
 AG9538
 AG9538                         *CURRENT SURVEY CONTROL
 AG9538  ______________________________________________________________________
 AG9538* NAD 83(2011) POSITION- 27 22 54.77372(N) 082 32 47.82012(W)   ADJUSTED
 AG9538* NAD 83(2011) ELLIP HT-   -18.682 (meters)        (06/27/12)   ADJUSTED
 AG9538* NAD 83(2011) EPOCH   -  2010.00
 AG9538* NAVD 88 ORTHO HEIGHT -     5.708 (meters)       18.73  (feet) ADJUSTED
 AG9538  ______________________________________________________________________
 AG9538  GEOID HEIGHT    -        -24.420 (meters)                     GEOID18
 AG9538  NAD 83(2011) X  -    735,189.597 (meters)                     COMP
 AG9538  NAD 83(2011) Y  - -5,619,647.100 (meters)                     COMP
 AG9538  NAD 83(2011) Z  -  2,915,845.604 (meters)                     COMP
 AG9538  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 AG9538  DYNAMIC HEIGHT  -          5.700 (meters)       18.70  (feet) COMP
 AG9538  MODELED GRAVITY -    979,131.9   (mgal)                       NAVD 88
 AG9538
 AG9538  VERT ORDER      -  FIRST     CLASS II
 AG9538
 AG9538  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9538  Standards:
 AG9538         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9538            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9538  -------------------------------------------------------------------
 AG9538  NETWORK    4.72  10.05           2.02   1.83   5.13      0.09821670
 AG9538  -------------------------------------------------------------------
 AG9538  Click here for local accuracies and other accuracy information.
 AG9538
 AG9538.The horizontal coordinates were established by GPS observations
 AG9538.and adjusted by the National Geodetic Survey in June 2012.
 AG9538
 AG9538.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9538.been affixed to the stable North American tectonic plate. See 
 AG9538.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9538
 AG9538.The horizontal coordinates are valid at the epoch date displayed above
 AG9538.which is a decimal equivalence of Year/Month/Day.
 AG9538
 AG9538.The orthometric height was determined by differential leveling and
 AG9538.adjusted by the NATIONAL GEODETIC SURVEY
 AG9538.in March 2011.
 AG9538
 AG9538.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9538.GEOID18 height accuracy estimate available here.
 AG9538
 AG9538.Click photographs - Photos may exist for this station.
 AG9538
 AG9538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9538
 AG9538.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9538
 AG9538.The ellipsoidal height was determined by GPS observations
 AG9538.and is referenced to NAD 83.
 AG9538
 AG9538.The dynamic height is computed by dividing the NAVD 88
 AG9538.geopotential number by the normal gravity value computed on the
 AG9538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9538.degrees latitude (g = 980.6199 gals.).
 AG9538
 AG9538.The modeled gravity was interpolated from observed gravity values.
 AG9538
 AG9538. The following values were computed from the NAD 83(2011) position.
 AG9538
 AG9538;                    North         East     Units Scale Factor Converg.
 AG9538;SPC FL W     -   337,835.157   145,932.795   MT  0.99997725   -0 15 05.1
 AG9538;SPC FL W     - 1,108,380.84    478,781.18   sFT  0.99997725   -0 15 05.1
 AG9538;UTM  17      - 3,029,682.786   347,063.081   MT  0.99988873   -0 42 41.2
 AG9538
 AG9538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9538!SPC FL W     -   1.00000293  x   0.99997725  =   0.99998018
 AG9538!UTM  17      -   1.00000293  x   0.99988873  =   0.99989166
 AG9538
 AG9538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4706329682(NAD 83)
 AG9538
 AG9538                          SUPERSEDED SURVEY CONTROL
 AG9538
 AG9538  NAD 83(2007)-  27 22 54.77422(N)    082 32 47.82048(W) AD(2002.00) 0
 AG9538  ELLIP H (02/10/07)  -18.666  (m)                       GP(2002.00)    
 AG9538  NAD 83(1999)-  27 22 54.77388(N)    082 32 47.82163(W) AD(       ) 1
 AG9538  ELLIP H (06/19/01)  -18.644  (m)                       GP(       ) 4 1
 AG9538  NAD 83(1990)-  27 22 54.77280(N)    082 32 47.82106(W) AD(       ) 1
 AG9538  ELLIP H (05/09/94)  -18.517  (m)                       GP(       ) 4 2
 AG9538  NAVD 88 (05/09/94)    5.7    (m)  GEOID93  model used  GPS OBS        
 AG9538
 AG9538.Superseded values are not recommended for survey control.
 AG9538
 AG9538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9538.See file dsdata.pdf to determine how the superseded data were derived.
 AG9538
 AG9538_MARKER: DD = SURVEY DISK
 AG9538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9538_STAMPING: 0104
 AG9538_MARK LOGO: FL-115
 AG9538_PROJECTION: FLUSH
 AG9538_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9538+STABILITY: SURFACE MOTION
 AG9538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9538+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 AG9538
 AG9538  HISTORY     - Date     Condition        Report By
 AG9538  HISTORY     - 1992     MONUMENTED       FL-115
 AG9538  HISTORY     - 19920124 GOOD             FL-115
 AG9538  HISTORY     - 20090419 GOOD             FLDEP
 AG9538  HISTORY     - 20160816 GOOD             SWFWMD
 AG9538  HISTORY     - 20170227 GOOD             YOUNG
 AG9538
 AG9538                          STATION DESCRIPTION
 AG9538
 AG9538'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9538'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AG9538'TRAIL) AND UNIVERSITY PARKWAY IN SARASOTA COUNTY, GO EAST ON
 AG9538'UNIVERSITY PARKWAY, 0.55 MI (0.89 KM) TO THE STATION ON THE LEFT.
 AG9538'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED
 AG9538'---0104--- SET IN A 12-INCH POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9538'50.4 FT (15.36 M) EASTERLY OF THE BACK OF CONCRETE CURB IN THE GRASS
 AG9538'MEDIAN. IT IS 96.95 FT (29.55 M) SOUTHEASTERLY OF A CHISEL CUT IN THE
 AG9538'BASE OF A MAST ARM SUPPORT POLE, 85.14 FT (25.95 M) SOUTHWESTERLY OF
 AG9538'A CHISEL CUT IN THE BCAK OF SIDEWALK NEXT TO A SIGNAL SENSOR BOX,
 AG9538'72.18 FT (22.00 M) NORTHWESTERLY OF STANDARD SARASOTA COUNTY (SARCO)
 AG9538'REFERENCE NAIL AND DISK SET IN THE TOP OF CURB OF THE SOUTHERLY SIDE
 AG9538'OF THE EAST BOUND LANES OF UNIVERSITY PARKWAY, 96.43 FT (29.39 M)
 AG9538'NORTHEASTERLY OF A SARCO REFERENCE NAIL AND DISK SET 6.0 FT (1.83 M)
 AG9538'ABOVE THE GROUND ON THE WEST SIDE OF A WOOD POWER POLE, AND 71.15 FT
 AG9538'(21.69 M) NORTHEASTERLY OF A CHISEL CUT IN THE BASE OF A MAST ARM
 AG9538'SUPPORT POLE.
 AG9538
 AG9538                          STATION RECOVERY (2009)
 AG9538
 AG9538'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AG9538'RECOVERED AS DESCRIBED.
 AG9538
 AG9538                          STATION RECOVERY (2016)
 AG9538
 AG9538'RECOVERY NOTE BY SW FL WTR MGMT DIST 2016
 AG9538'RECOVERED AS DESCRIBED
 AG9538
 AG9538                          STATION RECOVERY (2017)
 AG9538
 AG9538'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2017 (KW)
 AG9538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9487 ***********************************************************************
 AG9487  DESIGNATION -  011
 AG9487  PID         -  AG9487
 AG9487  STATE/COUNTY-  FL/SARASOTA
 AG9487  COUNTRY     -  US
 AG9487  USGS QUAD   -  MYAKKA RIVER (2018)
 AG9487
 AG9487                         *CURRENT SURVEY CONTROL
 AG9487  ______________________________________________________________________
 AG9487* NAD 83(2011) POSITION- 27 07 20.01159(N) 082 20 34.33692(W)   ADJUSTED
 AG9487* NAD 83(2011) ELLIP HT-   -21.279 (meters)        (06/27/12)   ADJUSTED
 AG9487* NAD 83(2011) EPOCH   -  2010.00
 AG9487* NAVD 88 ORTHO HEIGHT -     2.754 (meters)        9.04  (feet) ADJUSTED
 AG9487  ______________________________________________________________________
 AG9487  GEOID HEIGHT    -        -24.042 (meters)                     GEOID18
 AG9487  NAD 83(2011) X  -    756,923.679 (meters)                     COMP
 AG9487  NAD 83(2011) Y  - -5,630,052.199 (meters)                     COMP
 AG9487  NAD 83(2011) Z  -  2,890,266.323 (meters)                     COMP
 AG9487  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 AG9487  DYNAMIC HEIGHT  -          2.749 (meters)        9.02  (feet) COMP
 AG9487  MODELED GRAVITY -    979,131.1   (mgal)                       NAVD 88
 AG9487
 AG9487  VERT ORDER      -  FIRST     CLASS II
 AG9487
 AG9487  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9487  Standards:
 AG9487         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9487            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9487  -------------------------------------------------------------------
 AG9487  NETWORK    2.84   6.23           1.17   1.15   3.18      0.10013531
 AG9487  -------------------------------------------------------------------
 AG9487  Click here for local accuracies and other accuracy information.
 AG9487
 AG9487.The horizontal coordinates were established by GPS observations
 AG9487.and adjusted by the National Geodetic Survey in June 2012.
 AG9487
 AG9487.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9487.been affixed to the stable North American tectonic plate. See 
 AG9487.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9487
 AG9487.The horizontal coordinates are valid at the epoch date displayed above
 AG9487.which is a decimal equivalence of Year/Month/Day.
 AG9487
 AG9487.The orthometric height was determined by differential leveling and
 AG9487.adjusted by the NATIONAL GEODETIC SURVEY
 AG9487.in April 2015.
 AG9487
 AG9487.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9487.GEOID18 height accuracy estimate available here.
 AG9487
 AG9487.Click photographs - Photos may exist for this station.
 AG9487
 AG9487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9487
 AG9487.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9487
 AG9487.The ellipsoidal height was determined by GPS observations
 AG9487.and is referenced to NAD 83.
 AG9487
 AG9487.The dynamic height is computed by dividing the NAVD 88
 AG9487.geopotential number by the normal gravity value computed on the
 AG9487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9487.degrees latitude (g = 980.6199 gals.).
 AG9487
 AG9487.The modeled gravity was interpolated from observed gravity values.
 AG9487
 AG9487. The following values were computed from the NAD 83(2011) position.
 AG9487
 AG9487;                    North         East     Units Scale Factor Converg.
 AG9487;SPC FL W     -   308,992.751   166,007.091   MT  0.99995544   -0 09 22.7
 AG9487;SPC FL W     - 1,013,753.72    544,641.60   sFT  0.99995544   -0 09 22.7
 AG9487;UTM  17      - 3,000,684.099   366,903.941   MT  0.99981868   -0 36 44.3
 AG9487
 AG9487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9487!SPC FL W     -   1.00000334  x   0.99995544  =   0.99995878
 AG9487!UTM  17      -   1.00000334  x   0.99981868  =   0.99982202
 AG9487
 AG9487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6690300684(NAD 83)
 AG9487
 AG9487                          SUPERSEDED SURVEY CONTROL
 AG9487
 AG9487  NAD 83(2007)-  27 07 20.01173(N)    082 20 34.33726(W) AD(2002.00) 0
 AG9487  ELLIP H (02/10/07)  -21.275  (m)                       GP(2002.00)    
 AG9487  NAD 83(1999)-  27 07 20.01156(N)    082 20 34.33838(W) AD(       ) 1
 AG9487  ELLIP H (06/19/01)  -21.217  (m)                       GP(       ) 4 1
 AG9487  NAD 83(1990)-  27 07 20.01014(N)    082 20 34.33801(W) AD(       ) 1
 AG9487  ELLIP H (05/09/94)  -21.130  (m)                       GP(       ) 4 2
 AG9487  NAVD 88 (05/09/94)    2.8    (m)  GEOID93  model used  GPS OBS        
 AG9487
 AG9487.Superseded values are not recommended for survey control.
 AG9487
 AG9487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9487.See file dsdata.pdf to determine how the superseded data were derived.
 AG9487
 AG9487_MARKER: DD = SURVEY DISK
 AG9487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9487_STAMPING: 011
 AG9487_MARK LOGO: FL-115
 AG9487_PROJECTION: FLUSH
 AG9487_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9487+STABILITY: SURFACE MOTION
 AG9487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9487+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2023
 AG9487
 AG9487  HISTORY     - Date     Condition        Report By
 AG9487  HISTORY     - 1992     MONUMENTED       FL-115
 AG9487  HISTORY     - 19921102 GOOD             FL-115
 AG9487  HISTORY     - 20120303 GOOD             GEOCAC
 AG9487  HISTORY     - 20140918 GOOD             GEOCAC
 AG9487  HISTORY     - 20210417 GOOD             USPSQD
 AG9487  HISTORY     - 20231214 GOOD             DEI
 AG9487
 AG9487                          STATION DESCRIPTION
 AG9487
 AG9487'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9487'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND BORDER
 AG9487'ROAD OVERPASS IN SARASOTA COUNTY, GO EAST ON BORDER ROAD, 3.2 MI
 AG9487'(5.15 KM) TO THE STATION ON THE RIGHT.
 AG9487'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---011---
 AG9487'SET IN A ROUND POURED IN PLACE CONCRETE MONUMENT. IT IS 115.0 FT
 AG9487'(35.05 M)SOUTHERLY OF THE SOUTHERLY EDGE OF PAVEMENT ROAD BED FOR
 AG9487'BORDER ROAD, 15.0 FT (4.57 M) WESTERLY OF MOON DRIVE, AND 1.0 FT
 AG9487'(0.30 M) EASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9487'REFERENCES--
 AG9487'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9487'REFERENCE TAG AND P.K. NAIL SET IN THE WESTERLY EDGE OF ASPHALT
 AG9487'PAVEMENT ROAD BED FOR MOON DRIVE. IT IS 17.42 FT (5.31 M)
 AG9487'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 011, AND 15.48 FT (4.72 M)
 AG9487'NORTHERLY OF SARCO REFERENCE NO. 2.
 AG9487'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9487'REFERENCE TAG AND P.K. NAIL SET IN THE WESTERLY EDGE OF ASPHALT
 AG9487'PAVEMENT ROAD BED FOR MOON DRIVE. IT IS 17.58 FT (5.36 M)
 AG9487'SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 011, AND 15.48 FT (4.72 M)
 AG9487'SOUTHERLY OF SARCO REFERENCE NO. 1.
 AG9487
 AG9487                          STATION RECOVERY (2012)
 AG9487
 AG9487'RECOVERY NOTE BY GEOCACHING 2012 (DEC)
 AG9487'FOUND PER DESCRIPTION AND COORDINATES.
 AG9487'
 AG9487
 AG9487                          STATION RECOVERY (2014)
 AG9487
 AG9487'RECOVERY NOTE BY GEOCACHING 2014 (DEB)
 AG9487'RECOVERED IN GOOD CONDITION.
 AG9487
 AG9487                          STATION RECOVERY (2021)
 AG9487
 AG9487'RECOVERY NOTE BY US POWER SQUADRON 2021 (GLC)
 AG9487'RECOVERED IN GOOD CONDITION.
 AG9487
 AG9487                          STATION RECOVERY (2023)
 AG9487
 AG9487'RECOVERY NOTE BY DEWBERRY ENGINEERING INC. 2023 (AF)
 AG9487'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2650 ***********************************************************************
 DO2650  DESIGNATION -  011
 DO2650  PID         -  DO2650
 DO2650  STATE/COUNTY-  FL/BROWARD
 DO2650  COUNTRY     -  US
 DO2650  USGS QUAD   -  BOCA RATON (2018)
 DO2650
 DO2650                         *CURRENT SURVEY CONTROL
 DO2650  ______________________________________________________________________
 DO2650* NAD 83(1986) POSITION- 26 17 51.     (N) 080 05 38.     (W)   SCALED
 DO2650* NAVD 88 ORTHO HEIGHT -     2.296 (meters)        7.53  (feet) ADJUSTED
 DO2650  ______________________________________________________________________
 DO2650  GEOID HEIGHT    -        -25.921 (meters)                     GEOID18
 DO2650  DYNAMIC HEIGHT  -          2.293 (meters)        7.52  (feet) COMP
 DO2650  MODELED GRAVITY -    979,076.6   (mgal)                       NAVD 88
 DO2650
 DO2650  VERT ORDER      -  SECOND    CLASS II
 DO2650
 DO2650.The horizontal coordinates were scaled from a map and have
 DO2650.an estimated accuracy of +/- 6 seconds.
 DO2650
 DO2650.The orthometric height was determined by differential leveling and
 DO2650.adjusted by the NATIONAL GEODETIC SURVEY
 DO2650.in December 2012.
 DO2650
 DO2650.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2650.GEOID18 height accuracy estimate available here.
 DO2650
 DO2650.Click photographs - Photos may exist for this station.
 DO2650
 DO2650.The dynamic height is computed by dividing the NAVD 88
 DO2650.geopotential number by the normal gravity value computed on the
 DO2650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2650.degrees latitude (g = 980.6199 gals.).
 DO2650
 DO2650.The modeled gravity was interpolated from observed gravity values.
 DO2650
 DO2650;                    North         East    Units  Estimated Accuracy
 DO2650;SPC FL E     -   217,890.      290,490.      MT  (+/- 180 meters Scaled)
 DO2650
 DO2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK904089(NAD 83)
 DO2650
 DO2650                          SUPERSEDED SURVEY CONTROL
 DO2650
 DO2650.No superseded survey control is available for this station.
 DO2650
 DO2650_MARKER: DB = BENCH MARK DISK
 DO2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2650_STAMPING: 011 2011
 DO2650_MARK LOGO: FL2570
 DO2650_PROJECTION: RECESSED 5 CENTIMETERS
 DO2650_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2650+STABILITY: SURFACE MOTION
 DO2650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2650+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2019
 DO2650
 DO2650  HISTORY     - Date     Condition        Report By
 DO2650  HISTORY     - 20111222 MONUMENTED       STONER
 DO2650  HISTORY     - 20190927 GOOD             WSMI
 DO2650
 DO2650                          STATION DESCRIPTION
 DO2650
 DO2650'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2650'THE MARK IS ABOUT 6.8 MI (10.9 KM) EAST OF WEST DIXIE BEND, 4.6 MI
 DO2650'(7.4 KM) NORTH-NORTHEAST OF POMPANO BEACH, 4.2 MI (6.8 KM) SOUTH OF
 DO2650'BOCA RATON, IN SECTION 7, TOWNSHIP 48 SOUTH, RANGE 43 EAST.  OWNERSHIP
 DO2650'IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2650'
 DO2650'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2650'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO EAST ON ATLANTIC BOULEVARD
 DO2650'FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF FEDERAL HIGHWAY (U.S.
 DO2650'HIGHWAY 1).  TURN LEFT ON NORTH FEDERAL HIGHWAY (U.S. HIGHWAY 1) AND
 DO2650'GO NORTH FOR 4.6 MI (7.4 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP
 DO2650'OF A 10-INCH (25 CM) ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM)
 DO2650'BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) ABOVE THE LEVEL OF
 DO2650'NORTH FEDERAL HIGHWAY (U.S. HIGHWAY 1).
 DO2650'
 DO2650'LOCATED 60.0 FT (18.3 M) SOUTH OF THE INTERSECTION OF NORTH FEDERAL
 DO2650'HIGHWAY (U.S. HIGHWAY 1) AND NORTHEAST 54TH STREET, 52.0 FT (15.8 M)
 DO2650'EAST OF THE CENTERLINE OF NORTH FEDERAL HIGHWAY (U.S. HIGHWAY 1), 12.8
 DO2650'FT (3.9 M) SOUTHWEST OF A CROSS WALK SIGNAL, 6.0 FT (1.8 M) WEST OF
 DO2650'THE WEST EDGE OF THE SIDEWALK, 4.5 FT (1.4 M) NORTHEAST OF A STREET
 DO2650'SIGN, 4.0 FT (1.2 M) SOUTH OF THE SOUTH EDGE OF THE CROSSWALK AND 1.3
 DO2650'FT (0.4 M) WEST OF A CARSONITE WITNESS POST.
 DO2650'
 DO2650'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
 DO2650
 DO2650                          STATION RECOVERY (2019)
 DO2650
 DO2650'RECOVERY NOTE BY WHIDDEN SURVEYING AND MAPPING INC 2019 (DW)
 DO2650'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2651 ***********************************************************************
 DO2651  DESIGNATION -  012
 DO2651  PID         -  DO2651
 DO2651  STATE/COUNTY-  FL/BROWARD
 DO2651  COUNTRY     -  US
 DO2651  USGS QUAD   -  BOCA RATON (2018)
 DO2651
 DO2651                         *CURRENT SURVEY CONTROL
 DO2651  ______________________________________________________________________
 DO2651* NAD 83(1986) POSITION- 26 17 09.     (N) 080 05 45.     (W)   SCALED
 DO2651* NAVD 88 ORTHO HEIGHT -     3.001 (meters)        9.85  (feet) ADJUSTED
 DO2651  ______________________________________________________________________
 DO2651  GEOID HEIGHT    -        -25.910 (meters)                     GEOID18
 DO2651  DYNAMIC HEIGHT  -          2.997 (meters)        9.83  (feet) COMP
 DO2651  MODELED GRAVITY -    979,075.5   (mgal)                       NAVD 88
 DO2651
 DO2651  VERT ORDER      -  SECOND    CLASS II
 DO2651
 DO2651.The horizontal coordinates were scaled from a map and have
 DO2651.an estimated accuracy of +/- 6 seconds.
 DO2651
 DO2651.The orthometric height was determined by differential leveling and
 DO2651.adjusted by the NATIONAL GEODETIC SURVEY
 DO2651.in December 2012.
 DO2651
 DO2651.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2651.GEOID18 height accuracy estimate available here.
 DO2651
 DO2651.Click photographs - Photos may exist for this station.
 DO2651
 DO2651.The dynamic height is computed by dividing the NAVD 88
 DO2651.geopotential number by the normal gravity value computed on the
 DO2651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2651.degrees latitude (g = 980.6199 gals.).
 DO2651
 DO2651.The modeled gravity was interpolated from observed gravity values.
 DO2651
 DO2651;                    North         East    Units  Estimated Accuracy
 DO2651;SPC FL E     -   216,600.      290,300.      MT  (+/- 180 meters Scaled)
 DO2651
 DO2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK902076(NAD 83)
 DO2651
 DO2651                          SUPERSEDED SURVEY CONTROL
 DO2651
 DO2651.No superseded survey control is available for this station.
 DO2651
 DO2651_MARKER: DB = BENCH MARK DISK
 DO2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2651_STAMPING: 012 2011
 DO2651_MARK LOGO: FL2570
 DO2651_PROJECTION: RECESSED 5 CENTIMETERS
 DO2651_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2651+STABILITY: SURFACE MOTION
 DO2651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2651+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2019
 DO2651
 DO2651  HISTORY     - Date     Condition        Report By
 DO2651  HISTORY     - 20111222 MONUMENTED       STONER
 DO2651  HISTORY     - 20190927 GOOD             WSMI
 DO2651
 DO2651                          STATION DESCRIPTION
 DO2651
 DO2651'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2651'THE MARK IS ABOUT 6.9 MI (11.1 KM) EAST-SOUTHEAST OF WEST DIXIE BEND,
 DO2651'5.1 MI (8.2 KM) SOUTH OF BOCA RATON, 3.8 MI (6.1 KM) NORTH-NORTHEAST
 DO2651'OF POMPANO BEACH, IN SECTION 18, TOWNSHIP 48 SOUTH, RANGE 43 EAST.
 DO2651'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2651'
 DO2651'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2651'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO EAST ON EAST ATLANTIC
 DO2651'BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF FEDERAL HIGHWAY
 DO2651'(U.S. HIGHWAY 1).  TURN LEFT ON NORTH FEDERAL HIGHWAY (U.S. HIGHWAY 1)
 DO2651'AND GO NORTH FOR 3.8 MI (6.1 KM) TO THE MARK ON THE LEFT, SET IN THE
 DO2651'TOP OF A 10-INCH (25 CM) ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6
 DO2651'CM) BELOW THE LEVEL OF THE GROUND AND 0.3 FT (9 CM) ABOVE THE LEVEL OF
 DO2651'NORTH FEDERAL HIGHWAY (U.S. HIGHWAY 1).
 DO2651'
 DO2651'LOCATED 250.0 FT (76.2 M) NORTH OF THE INTERSECTION OF NORTH FEDERAL
 DO2651'HIGHWAY (U.S. HIGHWAY 1) AND NORTHEAST 44TH STREET, 200.0 FT (61.0 M)
 DO2651'NORTH OF THE SOUTH END OF THE BULL NOSE MEDIAN, 85.4 FT (26.0 M) SOUTH
 DO2651'OF A 12-INCH (30 CM) PALM TREE, 19.2 FT (5.9 M) SOUTHWEST OF A
 DO2651'DRAINAGE MANHOLE AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST.
 DO2651'
 DO2651'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
 DO2651
 DO2651                          STATION RECOVERY (2019)
 DO2651
 DO2651'RECOVERY NOTE BY WHIDDEN SURVEYING AND MAPPING INC 2019 (DW)
 DO2651'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2652 ***********************************************************************
 DO2652  DESIGNATION -  013
 DO2652  PID         -  DO2652
 DO2652  STATE/COUNTY-  FL/BROWARD
 DO2652  COUNTRY     -  US
 DO2652  USGS QUAD   -  BOCA RATON (2018)
 DO2652
 DO2652                         *CURRENT SURVEY CONTROL
 DO2652  ______________________________________________________________________
 DO2652* NAD 83(1986) POSITION- 26 16 19.     (N) 080 05 53.     (W)   SCALED
 DO2652* NAVD 88 ORTHO HEIGHT -     2.898 (meters)        9.51  (feet) ADJUSTED
 DO2652  ______________________________________________________________________
 DO2652  GEOID HEIGHT    -        -25.896 (meters)                     GEOID18
 DO2652  DYNAMIC HEIGHT  -          2.894 (meters)        9.49  (feet) COMP
 DO2652  MODELED GRAVITY -    979,074.2   (mgal)                       NAVD 88
 DO2652
 DO2652  VERT ORDER      -  SECOND    CLASS II
 DO2652
 DO2652.The horizontal coordinates were scaled from a map and have
 DO2652.an estimated accuracy of +/- 6 seconds.
 DO2652
 DO2652.The orthometric height was determined by differential leveling and
 DO2652.adjusted by the NATIONAL GEODETIC SURVEY
 DO2652.in December 2012.
 DO2652
 DO2652.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2652.GEOID18 height accuracy estimate available here.
 DO2652
 DO2652.Click photographs - Photos may exist for this station.
 DO2652
 DO2652.The dynamic height is computed by dividing the NAVD 88
 DO2652.geopotential number by the normal gravity value computed on the
 DO2652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2652.degrees latitude (g = 980.6199 gals.).
 DO2652
 DO2652.The modeled gravity was interpolated from observed gravity values.
 DO2652
 DO2652;                    North         East    Units  Estimated Accuracy
 DO2652;SPC FL E     -   215,060.      290,090.      MT  (+/- 180 meters Scaled)
 DO2652
 DO2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK900061(NAD 83)
 DO2652
 DO2652                          SUPERSEDED SURVEY CONTROL
 DO2652
 DO2652.No superseded survey control is available for this station.
 DO2652
 DO2652_MARKER: DB = BENCH MARK DISK
 DO2652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2652_STAMPING: 013 2011
 DO2652_MARK LOGO: FL2570
 DO2652_PROJECTION: RECESSED 5 CENTIMETERS
 DO2652_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2652+STABILITY: SURFACE MOTION
 DO2652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2652+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2011
 DO2652
 DO2652  HISTORY     - Date     Condition        Report By
 DO2652  HISTORY     - 20111222 MONUMENTED       STONER
 DO2652
 DO2652                          STATION DESCRIPTION
 DO2652
 DO2652'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2652'THE MARK IS ABOUT 7.1 MI (11.4 KM) EAST-SOUTHEAST OF WEST DIXIE BEND,
 DO2652'6.0 MI (9.7 KM) SOUTH OF BOCA RATON, 2.9 MI (4.7 KM) NORTHEAST OF
 DO2652'POMPANO BEACH, IN SECTION 19, TOWNSHIP 48 SOUTH, RANGE 43 EAST.
 DO2652'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2652'
 DO2652'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2652'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO EAST ON EAST ATLANTIC
 DO2652'BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF FEDERAL HIGHWAY
 DO2652'(U.S. HIGHWAY 1).  TURN LEFT ON NORTH FEDERAL HIGHWAY (U.S. HIGHWAY 1)
 DO2652'AND GO NORTH FOR 2.8 MI (4.5 KM) TO THE MARK ON THE LEFT, SET IN THE
 DO2652'TOP OF A 10-INCH (25 CM) ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6
 DO2652'CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) ABOVE THE LEVEL
 DO2652'OF NORTH FEDERAL HIGHWAY (U.S. HIGHWAY 1).
 DO2652'
 DO2652'LOCATED 68.0 FT (20.7 M) WEST OF THE CENTERLINE OF NORTH FEDERAL
 DO2652'HIGHWAY (U.S. HIGHWAY 1), 58.0 FT (17.7 M) SOUTH OF THE INTERSECTION
 DO2652'OF NORTH FEDERAL HIGHWAY (U.S. HIGHWAY 1) AND NORTHEAST 33RD STREET,
 DO2652'20.4 FT (6.2 M) SOUTH OF A CROSS WALK SIGNAL POLE, 10.0 FT (3.0 M)
 DO2652'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE PLANTER, 9.7 FT (3.0
 DO2652'M) SOUTHEAST OF A WOODEN POWER POLE, 7.0 FT (2.1 M) WEST OF A METAL
 DO2652'TRAFFIC SIGNAL POLE AND 1.3 FT (0.4 M) NORTHEAST OF A CARSONITE
 DO2652'WITNESS POST.
 DO2652'
 DO2652'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2653 ***********************************************************************
 DO2653  DESIGNATION -  014
 DO2653  PID         -  DO2653
 DO2653  STATE/COUNTY-  FL/BROWARD
 DO2653  COUNTRY     -  US
 DO2653  USGS QUAD   -  BOCA RATON (2018)
 DO2653
 DO2653                         *CURRENT SURVEY CONTROL
 DO2653  ______________________________________________________________________
 DO2653* NAD 83(1986) POSITION- 26 15 32.     (N) 080 06 00.     (W)   SCALED
 DO2653* NAVD 88 ORTHO HEIGHT -     3.040 (meters)        9.97  (feet) ADJUSTED
 DO2653  ______________________________________________________________________
 DO2653  GEOID HEIGHT    -        -25.884 (meters)                     GEOID18
 DO2653  DYNAMIC HEIGHT  -          3.035 (meters)        9.96  (feet) COMP
 DO2653  MODELED GRAVITY -    979,073.0   (mgal)                       NAVD 88
 DO2653
 DO2653  VERT ORDER      -  SECOND    CLASS II
 DO2653
 DO2653.The horizontal coordinates were scaled from a map and have
 DO2653.an estimated accuracy of +/- 6 seconds.
 DO2653
 DO2653.The orthometric height was determined by differential leveling and
 DO2653.adjusted by the NATIONAL GEODETIC SURVEY
 DO2653.in December 2012.
 DO2653
 DO2653.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2653.GEOID18 height accuracy estimate available here.
 DO2653
 DO2653.Click photographs - Photos may exist for this station.
 DO2653
 DO2653.The dynamic height is computed by dividing the NAVD 88
 DO2653.geopotential number by the normal gravity value computed on the
 DO2653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2653.degrees latitude (g = 980.6199 gals.).
 DO2653
 DO2653.The modeled gravity was interpolated from observed gravity values.
 DO2653
 DO2653;                    North         East    Units  Estimated Accuracy
 DO2653;SPC FL E     -   213,610.      289,910.      MT  (+/- 180 meters Scaled)
 DO2653
 DO2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK898046(NAD 83)
 DO2653
 DO2653                          SUPERSEDED SURVEY CONTROL
 DO2653
 DO2653.No superseded survey control is available for this station.
 DO2653
 DO2653_MARKER: DB = BENCH MARK DISK
 DO2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2653_STAMPING: 014 2011
 DO2653_MARK LOGO: FL2570
 DO2653_PROJECTION: RECESSED 5 CENTIMETERS
 DO2653_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2653+STABILITY: SURFACE MOTION
 DO2653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2653+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2011
 DO2653
 DO2653  HISTORY     - Date     Condition        Report By
 DO2653  HISTORY     - 20111222 MONUMENTED       STONER
 DO2653
 DO2653                          STATION DESCRIPTION
 DO2653
 DO2653'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2653'THE MARK IS ABOUT 7.4 MI (11.9 KM) EAST-SOUTHEAST OF WEST DIXIE BEND,
 DO2653'6.9 MI (11.1 KM) SOUTH OF BOCA RATON, 2.1 MI (3.4 KM) NORTHEAST OF
 DO2653'POMPANO BEACH, IN SECTION 30, TOWNSHIP 48 SOUTH, RANGE 43 EAST.
 DO2653'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2653'
 DO2653'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2653'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO EAST ON EAST ATLANTIC
 DO2653'BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF FEDERAL HIGHWAY
 DO2653'(U.S. HIGHWAY 1).  TURN LEFT ON NORTH FEDERAL HIGHWAY (U.S. HIGHWAY 1)
 DO2653'AND GO NORTH FOR 1.9 MI (3.1 KM) TO THE MARK ON THE LEFT, SET IN THE
 DO2653'TOP OF A 10-INCH (25 CM) ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6
 DO2653'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH NORTH FEDERAL HIGHWAY
 DO2653'(U.S. HIGHWAY 1).
 DO2653'
 DO2653'LOCATED 150.0 FT (45.7 M) WEST OF THE CENTERLINE OF NORTH FEDERAL
 DO2653'HIGHWAY (U.S. HIGHWAY 1) ON THE CENTERLINE OF COPAN'S ROAD, 101.5 FT
 DO2653'(30.9 M) EAST OF A SANITARY SEWER MANHOLE, 81.0 FT (24.7 M) WEST OF
 DO2653'THE EAST END OF THE BULLNOSE OF THE MEDIAN, 50.0 FT (15.2 M) SOUTHWEST
 DO2653'OF A CONCRETE LIGHT POLE NUMBER 780, 20.6 FT (6.3 M) SOUTHEAST OF A
 DO2653'15-INCH (38 CM) PALM TREE AND 1.0 FT (0.3 M) EAST OF A CARSONITE
 DO2653'WITNESS POST.
 DO2653'
 DO2653'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2654 ***********************************************************************
 DO2654  DESIGNATION -  015
 DO2654  PID         -  DO2654
 DO2654  STATE/COUNTY-  FL/BROWARD
 DO2654  COUNTRY     -  US
 DO2654  USGS QUAD   -  BOCA RATON (2018)
 DO2654
 DO2654                         *CURRENT SURVEY CONTROL
 DO2654  ______________________________________________________________________
 DO2654* NAD 83(1986) POSITION- 26 14 59.     (N) 080 06 04.     (W)   SCALED
 DO2654* NAVD 88 ORTHO HEIGHT -     2.063 (meters)        6.77  (feet) ADJUSTED
 DO2654  ______________________________________________________________________
 DO2654  GEOID HEIGHT    -        -25.876 (meters)                     GEOID18
 DO2654  DYNAMIC HEIGHT  -          2.060 (meters)        6.76  (feet) COMP
 DO2654  MODELED GRAVITY -    979,072.1   (mgal)                       NAVD 88
 DO2654
 DO2654  VERT ORDER      -  SECOND    CLASS II
 DO2654
 DO2654.The horizontal coordinates were scaled from a map and have
 DO2654.an estimated accuracy of +/- 6 seconds.
 DO2654
 DO2654.The orthometric height was determined by differential leveling and
 DO2654.adjusted by the NATIONAL GEODETIC SURVEY
 DO2654.in December 2012.
 DO2654
 DO2654.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2654.GEOID18 height accuracy estimate available here.
 DO2654
 DO2654.Click photographs - Photos may exist for this station.
 DO2654
 DO2654.The dynamic height is computed by dividing the NAVD 88
 DO2654.geopotential number by the normal gravity value computed on the
 DO2654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2654.degrees latitude (g = 980.6199 gals.).
 DO2654
 DO2654.The modeled gravity was interpolated from observed gravity values.
 DO2654
 DO2654;                    North         East    Units  Estimated Accuracy
 DO2654;SPC FL E     -   212,590.      289,800.      MT  (+/- 180 meters Scaled)
 DO2654
 DO2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK897036(NAD 83)
 DO2654
 DO2654                          SUPERSEDED SURVEY CONTROL
 DO2654
 DO2654.No superseded survey control is available for this station.
 DO2654
 DO2654_MARKER: DB = BENCH MARK DISK
 DO2654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2654_STAMPING: 015 2011
 DO2654_MARK LOGO: FL2570
 DO2654_PROJECTION: RECESSED 5 CENTIMETERS
 DO2654_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2654+STABILITY: SURFACE MOTION
 DO2654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2654+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2011
 DO2654
 DO2654  HISTORY     - Date     Condition        Report By
 DO2654  HISTORY     - 20111222 MONUMENTED       STONER
 DO2654
 DO2654                          STATION DESCRIPTION
 DO2654
 DO2654'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2654'THE MARK IS ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF WEST DIXIE BEND, 7.6
 DO2654'MI (12.2 KM) SOUTH OF BOCA RATON, 1.7 MI (2.7 KM) EAST-NORTHEAST OF
 DO2654'POMPANO BEACH, IN SECTION 30, TOWNSHIP 48 SOUTH, RANGE 43 EAST.
 DO2654'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2654'
 DO2654'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2654'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO EAST ON EAST ATLANTIC
 DO2654'BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF FEDERAL HIGHWAY
 DO2654'(U.S. HIGHWAY 1).  TURN LEFT ON NORTH FEDERAL HIGHWAY (U.S. HIGHWAY 1)
 DO2654'AND GO NORTH FOR 1.2 MI (1.9 KM) TO THE MARK ON THE LEFT, SET IN THE
 DO2654'TOP OF A 10-INCH (25 CM) ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6
 DO2654'CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL
 DO2654'OF NORTH FEDERAL HIGHWAY (U.S. HIGHWAY 1).
 DO2654'
 DO2654'LOCATED 80.0 FT (24.4 M) WEST OF THE CENTERLINE OF FEDERAL HIGHWAY
 DO2654'(U.S. HIGHWAY 1), 77.0 FT (23.5 M) SOUTH OF THE CENTERLINE OF
 DO2654'NORTHEAST 14TH STREET, 46.6 FT (14.2 M) SOUTHWEST OF A METAL LIGHT
 DO2654'POLE, 30.9 FT (9.4 M) WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK,
 DO2654'12.9 FT (3.9 M) SOUTH OF A SIGN POST, 4.0 FT (1.2 M) EAST OF A FENCE
 DO2654'LINE AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DO2654'
 DO2654'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2655 ***********************************************************************
 DO2655  DESIGNATION -  016
 DO2655  PID         -  DO2655
 DO2655  STATE/COUNTY-  FL/BROWARD
 DO2655  COUNTRY     -  US
 DO2655  USGS QUAD   -  POMPANO BEACH (2018)
 DO2655
 DO2655                         *CURRENT SURVEY CONTROL
 DO2655  ______________________________________________________________________
 DO2655* NAD 83(1986) POSITION- 26 14 34.     (N) 080 06 08.     (W)   SCALED
 DO2655* NAVD 88 ORTHO HEIGHT -     2.232 (meters)        7.32  (feet) ADJUSTED
 DO2655  ______________________________________________________________________
 DO2655  GEOID HEIGHT    -        -25.868 (meters)                     GEOID18
 DO2655  DYNAMIC HEIGHT  -          2.229 (meters)        7.31  (feet) COMP
 DO2655  MODELED GRAVITY -    979,071.4   (mgal)                       NAVD 88
 DO2655
 DO2655  VERT ORDER      -  SECOND    CLASS II
 DO2655
 DO2655.The horizontal coordinates were scaled from a map and have
 DO2655.an estimated accuracy of +/- 6 seconds.
 DO2655
 DO2655.The orthometric height was determined by differential leveling and
 DO2655.adjusted by the NATIONAL GEODETIC SURVEY
 DO2655.in December 2012.
 DO2655
 DO2655.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2655.GEOID18 height accuracy estimate available here.
 DO2655
 DO2655.Click photographs - Photos may exist for this station.
 DO2655
 DO2655.The dynamic height is computed by dividing the NAVD 88
 DO2655.geopotential number by the normal gravity value computed on the
 DO2655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2655.degrees latitude (g = 980.6199 gals.).
 DO2655
 DO2655.The modeled gravity was interpolated from observed gravity values.
 DO2655
 DO2655;                    North         East    Units  Estimated Accuracy
 DO2655;SPC FL E     -   211,820.      289,700.      MT  (+/- 180 meters Scaled)
 DO2655
 DO2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK896028(NAD 83)
 DO2655
 DO2655                          SUPERSEDED SURVEY CONTROL
 DO2655
 DO2655.No superseded survey control is available for this station.
 DO2655
 DO2655_MARKER: DB = BENCH MARK DISK
 DO2655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2655_STAMPING: 016 2011
 DO2655_MARK LOGO: FL2570
 DO2655_PROJECTION: RECESSED 5 CENTIMETERS
 DO2655_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2655+STABILITY: SURFACE MOTION
 DO2655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2655+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2011
 DO2655
 DO2655  HISTORY     - Date     Condition        Report By
 DO2655  HISTORY     - 20111222 MONUMENTED       STONER
 DO2655
 DO2655                          STATION DESCRIPTION
 DO2655
 DO2655'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2655'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTH OF BOCA RATON, 7.9 MI (12.7
 DO2655'KM) SOUTHEAST OF WEST DIXIE BEND, 1.5 MI (2.4 KM) EAST-NORTHEAST OF
 DO2655'POMPANO BEACH, IN SECTION 31, TOWNSHIP 48 SOUTH, RANGE 43 EAST.
 DO2655'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2655'
 DO2655'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2655'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO EAST ON EAST ATLANTIC
 DO2655'BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF FEDERAL HIGHWAY
 DO2655'(U.S. HIGHWAY 1).  TURN LEFT ON NORTH FEDERAL HIGHWAY (U.S. HIGHWAY 1)
 DO2655'AND GO NORTH FOR 0.8 MI (1.3 KM) TO THE MARK ON THE LEFT, SET IN THE
 DO2655'TOP OF A 10-INCH (25 CM) ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6
 DO2655'CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL
 DO2655'OF NORTH FEDERAL HIGHWAY (U.S. HIGHWAY 1).
 DO2655'
 DO2655'LOCATED 100.0 FT (30.5 M) WEST OF THE CENTERLINE OF FEDERAL HIGHWAY
 DO2655'(U.S. HIGHWAY 1), 45.0 FT (13.7 M) SOUTH OF THE CENTERLINE OF
 DO2655'NORTHEAST 10TH STREET, 44.6 FT (13.6 M) NORTHWEST OF A METAL SIGNAL
 DO2655'POLE, 24.0 FT (7.3 M) NORTH OF THE NORTH EDGE OF A CONCRETE SIDEWALK,
 DO2655'14.2 FT (4.3 M) SOUTHEAST OF A WIRE PULL BOX, 8.9 FT (2.7 M) EAST OF A
 DO2655'METAL LIGHT POLE AND 1.2 FT (0.4 M) NORTH OF A CARSONITE WITNESS POST.
 DO2655'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2656 ***********************************************************************
 DO2656  DESIGNATION -  017
 DO2656  PID         -  DO2656
 DO2656  STATE/COUNTY-  FL/BROWARD
 DO2656  COUNTRY     -  US
 DO2656  USGS QUAD   -  POMPANO BEACH (2018)
 DO2656
 DO2656                         *CURRENT SURVEY CONTROL
 DO2656  ______________________________________________________________________
 DO2656* NAD 83(1986) POSITION- 26 13 52.     (N) 080 06 10.     (W)   SCALED
 DO2656* NAVD 88 ORTHO HEIGHT -     2.018 (meters)        6.62  (feet) ADJUSTED
 DO2656  ______________________________________________________________________
 DO2656  GEOID HEIGHT    -        -25.861 (meters)                     GEOID18
 DO2656  DYNAMIC HEIGHT  -          2.015 (meters)        6.61  (feet) COMP
 DO2656  MODELED GRAVITY -    979,070.0   (mgal)                       NAVD 88
 DO2656
 DO2656  VERT ORDER      -  SECOND    CLASS II
 DO2656
 DO2656.The horizontal coordinates were scaled from a map and have
 DO2656.an estimated accuracy of +/- 6 seconds.
 DO2656
 DO2656.The orthometric height was determined by differential leveling and
 DO2656.adjusted by the NATIONAL GEODETIC SURVEY
 DO2656.in December 2012.
 DO2656
 DO2656.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2656.GEOID18 height accuracy estimate available here.
 DO2656
 DO2656.Click photographs - Photos may exist for this station.
 DO2656
 DO2656.The dynamic height is computed by dividing the NAVD 88
 DO2656.geopotential number by the normal gravity value computed on the
 DO2656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2656.degrees latitude (g = 980.6199 gals.).
 DO2656
 DO2656.The modeled gravity was interpolated from observed gravity values.
 DO2656
 DO2656;                    North         East    Units  Estimated Accuracy
 DO2656;SPC FL E     -   210,530.      289,650.      MT  (+/- 180 meters Scaled)
 DO2656
 DO2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK896015(NAD 83)
 DO2656
 DO2656                          SUPERSEDED SURVEY CONTROL
 DO2656
 DO2656.No superseded survey control is available for this station.
 DO2656
 DO2656_STAMPING: 017 2011
 DO2656_MARK LOGO: FL2570
 DO2656_PROJECTION: RECESSED 5 CENTIMETERS
 DO2656
 DO2656  HISTORY     - Date     Condition        Report By
 DO2656  HISTORY     - 20111222 MONUMENTED       STONER
 DO2656  HISTORY     - 20191110 MARK NOT FOUND   GEOCAC
 DO2656
 DO2656                          STATION DESCRIPTION
 DO2656
 DO2656'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2656'THE MARK IS ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF WEST DIXIE BEND, 7.9
 DO2656'MI (12.7 KM) NORTH-NORTHEAST OF FORT LAUDERDALE, 1.4 MI (2.3 KM)
 DO2656'EAST-SOUTHEAST OF POMPANO BEACH, IN SECTION 6, TOWNSHIP 49 SOUTH,
 DO2656'RANGE 43 EAST.  OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2656'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2656'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO EAST ON EAST ATLANTIC
 DO2656'BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF FEDERAL HIGHWAY
 DO2656'(U.S. HIGHWAY 1).  TURN RIGHT ON SOUTH FEDERAL HIGHWAY (U.S. HIGHWAY
 DO2656'1) AND GO SOUTH FOR 200.0 FT (61.0 M) TO THE MARK ON THE RIGHT, SET IN
 DO2656'THE TOP OF A 10-INCH (25 CM) ROUND CONCRETE MONUMENT RECESSED 0.2 FT
 DO2656'(6 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE
 DO2656'LEVEL OF SOUTH FEDERAL HIGHWAY (U.S. HIGHWAY 1).
 DO2656'
 DO2656'LOCATED 65.0 FT (19.8 M) WEST OF THE CENTERLINE OF SOUTH FEDERAL
 DO2656'HIGHWAY (U.S. HIGHWAY 1), 26.5 FT (8.1 M) NORTHEAST OF THE WEST END OF
 DO2656'THE CVS PHARMACY SIGN, 25.7 FT (7.8 M) NORTHWEST OF A CONCRETE LIGHT
 DO2656'POLE, 13.4 FT (4.1 M) SOUTHWEST OF A DRAINAGE MANHOLE AND 1.0 FT (0.3
 DO2656'M) EAST OF A CARSONITE WITNESS POST.
 DO2656'
 DO2656'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
 DO2656
 DO2656                          STATION RECOVERY (2019)
 DO2656
 DO2656'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DO2656'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9488 ***********************************************************************
 AG9488  DESIGNATION -  018
 AG9488  PID         -  AG9488
 AG9488  STATE/COUNTY-  FL/SARASOTA
 AG9488  COUNTRY     -  US
 AG9488  USGS QUAD   -  BEE RIDGE (2018)
 AG9488
 AG9488                         *CURRENT SURVEY CONTROL
 AG9488  ______________________________________________________________________
 AG9488* NAD 83(2011) POSITION- 27 18 29.42624(N) 082 28 56.72139(W)   ADJUSTED
 AG9488* NAD 83(2011) ELLIP HT-   -16.672 (meters)        (06/27/12)   ADJUSTED
 AG9488* NAD 83(2011) EPOCH   -  2010.00
 AG9488* NAVD 88 ORTHO HEIGHT -     7.685 (meters)       25.21  (feet) ADJUSTED
 AG9488  ______________________________________________________________________
 AG9488  GEOID HEIGHT    -        -24.350 (meters)                     GEOID18
 AG9488  NAD 83(2011) X  -    741,976.447 (meters)                     COMP
 AG9488  NAD 83(2011) Y  - -5,622,541.089 (meters)                     COMP
 AG9488  NAD 83(2011) Z  -  2,908,591.742 (meters)                     COMP
 AG9488  LAPLACE CORR    -         -0.61  (seconds)                    DEFLEC18
 AG9488  DYNAMIC HEIGHT  -          7.673 (meters)       25.17  (feet) COMP
 AG9488  MODELED GRAVITY -    979,128.1   (mgal)                       NAVD 88
 AG9488
 AG9488  VERT ORDER      -  FIRST     CLASS II
 AG9488
 AG9488  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9488  Standards:
 AG9488         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9488            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9488  -------------------------------------------------------------------
 AG9488  NETWORK    3.07   8.11           1.27   1.24   4.14     -0.02646012
 AG9488  -------------------------------------------------------------------
 AG9488  Click here for local accuracies and other accuracy information.
 AG9488
 AG9488.The horizontal coordinates were established by GPS observations
 AG9488.and adjusted by the National Geodetic Survey in June 2012.
 AG9488
 AG9488.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9488.been affixed to the stable North American tectonic plate. See 
 AG9488.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9488
 AG9488.The horizontal coordinates are valid at the epoch date displayed above
 AG9488.which is a decimal equivalence of Year/Month/Day.
 AG9488
 AG9488.The orthometric height was determined by differential leveling and
 AG9488.adjusted by the NATIONAL GEODETIC SURVEY
 AG9488.in March 2011.
 AG9488
 AG9488.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9488.GEOID18 height accuracy estimate available here.
 AG9488
 AG9488.Click photographs - Photos may exist for this station.
 AG9488
 AG9488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9488
 AG9488.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9488
 AG9488.The ellipsoidal height was determined by GPS observations
 AG9488.and is referenced to NAD 83.
 AG9488
 AG9488.The dynamic height is computed by dividing the NAVD 88
 AG9488.geopotential number by the normal gravity value computed on the
 AG9488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9488.degrees latitude (g = 980.6199 gals.).
 AG9488
 AG9488.The modeled gravity was interpolated from observed gravity values.
 AG9488
 AG9488. The following values were computed from the NAD 83(2011) position.
 AG9488
 AG9488;                    North         East     Units Scale Factor Converg.
 AG9488;SPC FL W     -   329,641.776   152,250.895   MT  0.99996931   -0 13 16.8
 AG9488;SPC FL W     - 1,081,499.73    499,509.81   sFT  0.99996931   -0 13 16.8
 AG9488;UTM  17      - 3,021,439.795   353,314.673   MT  0.99986561   -0 40 48.8
 AG9488
 AG9488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9488!SPC FL W     -   1.00000262  x   0.99996931  =   0.99997193
 AG9488!UTM  17      -   1.00000262  x   0.99986561  =   0.99986823
 AG9488
 AG9488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5331421439(NAD 83)
 AG9488
 AG9488                          SUPERSEDED SURVEY CONTROL
 AG9488
 AG9488  NAD 83(2007)-  27 18 29.42650(N)    082 28 56.72160(W) AD(2002.00) 0
 AG9488  ELLIP H (02/10/07)  -16.660  (m)                       GP(2002.00)    
 AG9488  NAD 83(1999)-  27 18 29.42626(N)    082 28 56.72275(W) AD(       ) 1
 AG9488  ELLIP H (06/19/01)  -16.622  (m)                       GP(       ) 4 1
 AG9488  NAD 83(1990)-  27 18 29.42489(N)    082 28 56.72213(W) AD(       ) 1
 AG9488  ELLIP H (05/09/94)  -16.530  (m)                       GP(       ) 4 2
 AG9488  NAVD 88 (05/09/94)    7.7    (m)  GEOID93  model used  GPS OBS        
 AG9488
 AG9488.Superseded values are not recommended for survey control.
 AG9488
 AG9488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9488.See file dsdata.pdf to determine how the superseded data were derived.
 AG9488
 AG9488_MARKER: DD = SURVEY DISK
 AG9488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9488_STAMPING: 018
 AG9488_MARK LOGO: FL-115
 AG9488_PROJECTION: RECESSED 15 CENTIMETERS
 AG9488_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9488+STABILITY: SURFACE MOTION
 AG9488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9488+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2009
 AG9488
 AG9488  HISTORY     - Date     Condition        Report By
 AG9488  HISTORY     - 1992     MONUMENTED       FL-115
 AG9488  HISTORY     - 19920828 GOOD             FL-115
 AG9488  HISTORY     - 20090417 GOOD             FLDEP
 AG9488
 AG9488                          STATION DESCRIPTION
 AG9488
 AG9488'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9488'TO REACH THE STATION FROM THE INTERSECTION OF MCINTOSH ROAD AND WEBBER
 AG9488'STREET IN SARASOTA COUNTY, GO WEST ON WEBBER STREET, 68.8 FT
 AG9488'(20.97 M) TO THE STATION ON THE LEFT.
 AG9488'THE STATION  IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED
 AG9488'---018--- SET IN A 8-INCH ROUND POURED IN PLACE CONCRETE MONUMENT
 AG9488'THAT IS 6-INCHES BELOW THE GROUND. IT IS 38.6 FT (11.77 M) SOUTHERLY
 AG9488'OF THE CENTERLINE OF WEBBER STREET, 2.5 FT (0.76 M) SOUTHERLY OF A
 AG9488'CONCRETE SIDEWALK, AND 37.1 FT (11.31 M) SOUTHEASTERLY OF A SURVEY
 AG9488'MARKER WITNESS POST.
 AG9488'REFERENCES--
 AG9488'REFERENCE MARK NUMBER 1 IS A CHISEL CUT IN THE SOUTHERLY EDGE OF A
 AG9488'CONCRETE CURB ON THE SOUTHERLY EDGE OF WEBBER STREET. IT IS 9.15 FT
 AG9488'(2.79 M) NORTHWESTERLY OF SARCO G.P.S. STATION SAR 018, AND 8.93 FT
 AG9488'(2.72 M) WESTERLY OF SARCO REFERENCE NO. 2.
 AG9488'REFERENCE MARK NUMBER 2 IS A CHISEL CUT IN THE SOUTHERLY EDGE OF
 AG9488'CONCRETE CURB ON THE SOUTHERLY EDGE OF WEBBER STREET. IT IS 8.66 FT
 AG9488'(2.64 M) NORTHEASTERLY OF SARCO G.P.S. STATION SAR 018, AND 8.93 FT
 AG9488'(2.72 M) EASTERLY OF SARCO REFERENCE NO. 1.
 AG9488
 AG9488                          STATION RECOVERY (2009)
 AG9488
 AG9488'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AG9488'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2657 ***********************************************************************
 DO2657  DESIGNATION -  018
 DO2657  PID         -  DO2657
 DO2657  STATE/COUNTY-  FL/BROWARD
 DO2657  COUNTRY     -  US
 DO2657  USGS QUAD   -  POMPANO BEACH (2018)
 DO2657
 DO2657                         *CURRENT SURVEY CONTROL
 DO2657  ______________________________________________________________________
 DO2657* NAD 83(1986) POSITION- 26 13 19.     (N) 080 06 14.     (W)   SCALED
 DO2657* NAVD 88 ORTHO HEIGHT -     5.520 (meters)       18.11  (feet) ADJUSTED
 DO2657  ______________________________________________________________________
 DO2657  GEOID HEIGHT    -        -25.853 (meters)                     GEOID18
 DO2657  DYNAMIC HEIGHT  -          5.512 (meters)       18.08  (feet) COMP
 DO2657  MODELED GRAVITY -    979,069.0   (mgal)                       NAVD 88
 DO2657
 DO2657  VERT ORDER      -  SECOND    CLASS II
 DO2657
 DO2657.The horizontal coordinates were scaled from a map and have
 DO2657.an estimated accuracy of +/- 6 seconds.
 DO2657
 DO2657.The orthometric height was determined by differential leveling and
 DO2657.adjusted by the NATIONAL GEODETIC SURVEY
 DO2657.in December 2012.
 DO2657
 DO2657.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2657.GEOID18 height accuracy estimate available here.
 DO2657
 DO2657.Click photographs - Photos may exist for this station.
 DO2657
 DO2657.The dynamic height is computed by dividing the NAVD 88
 DO2657.geopotential number by the normal gravity value computed on the
 DO2657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2657.degrees latitude (g = 980.6199 gals.).
 DO2657
 DO2657.The modeled gravity was interpolated from observed gravity values.
 DO2657
 DO2657;                    North         East    Units  Estimated Accuracy
 DO2657;SPC FL E     -   209,510.      289,540.      MT  (+/- 180 meters Scaled)
 DO2657
 DO2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK895005(NAD 83)
 DO2657
 DO2657                          SUPERSEDED SURVEY CONTROL
 DO2657
 DO2657.No superseded survey control is available for this station.
 DO2657
 DO2657_MARKER: DB = BENCH MARK DISK
 DO2657_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2657_SP_SET: BARRIER WALL (GUARDRAIL)
 DO2657_STAMPING: 018 2011
 DO2657_MARK LOGO: FL2570
 DO2657_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2657+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2011
 DO2657
 DO2657  HISTORY     - Date     Condition        Report By
 DO2657  HISTORY     - 20111222 MONUMENTED       STONER
 DO2657
 DO2657                          STATION DESCRIPTION
 DO2657
 DO2657'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2657'THE MARK IS ABOUT 8.9 MI (14.3 KM) SOUTHEAST OF WEST DIXIE BEND, 7.3
 DO2657'MI (11.7 KM) NORTH-NORTHEAST OF FORT LAUDERDALE, 1.7 MI (2.7 KM)
 DO2657'SOUTHEAST OF POMPANO BEACH, IN SECTION 6, TOWNSHIP 49 SOUTH, RANGE 43
 DO2657'EAST.  OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2657'
 DO2657'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2657'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO EAST ON EAST ATLANTIC
 DO2657'BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF FEDERAL HIGHWAY
 DO2657'(U.S. HIGHWAY 1).  TURN RIGHT ON SOUTH FEDERAL HIGHWAY (U.S. HIGHWAY
 DO2657'1) AND GO SOUTH FOR 0.7 MI (1.1 KM) TO THE MARK ON THE RIGHT, SET
 DO2657'FLUSH IN THE TOP OF THE NORTH CONCRETE BARRIER WALL (GUARDRAIL) OF THE
 DO2657'BRIDGE OVER THE CYPRESS CREEK CANAL.
 DO2657'
 DO2657'LOCATED 55.0 FT (16.8 M) WEST OF THE CENTERLINE OF SOUTH FEDERAL
 DO2657'HIGHWAY (U.S. HIGHWAY 1), 5.1 FT (1.6 M) NORTH OF THE NORTH EXPANSION
 DO2657'JOINT OF THE BRIDGE AND 3.0 FT (0.9 M) SOUTH OF THE NORTH END OF THE
 DO2657'BARRIER WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2658 ***********************************************************************
 DO2658  DESIGNATION -  019
 DO2658  PID         -  DO2658
 DO2658  STATE/COUNTY-  FL/BROWARD
 DO2658  COUNTRY     -  US
 DO2658  USGS QUAD   -  POMPANO BEACH (2018)
 DO2658
 DO2658                         *CURRENT SURVEY CONTROL
 DO2658  ______________________________________________________________________
 DO2658* NAD 83(1986) POSITION- 26 13 16.     (N) 080 06 15.     (W)   SCALED
 DO2658* NAVD 88 ORTHO HEIGHT -     5.422 (meters)       17.79  (feet) ADJUSTED
 DO2658  ______________________________________________________________________
 DO2658  GEOID HEIGHT    -        -25.852 (meters)                     GEOID18
 DO2658  DYNAMIC HEIGHT  -          5.413 (meters)       17.76  (feet) COMP
 DO2658  MODELED GRAVITY -    979,068.9   (mgal)                       NAVD 88
 DO2658
 DO2658  VERT ORDER      -  SECOND    CLASS II
 DO2658
 DO2658.The horizontal coordinates were scaled from a map and have
 DO2658.an estimated accuracy of +/- 6 seconds.
 DO2658
 DO2658.The orthometric height was determined by differential leveling and
 DO2658.adjusted by the NATIONAL GEODETIC SURVEY
 DO2658.in December 2012.
 DO2658
 DO2658.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2658.GEOID18 height accuracy estimate available here.
 DO2658
 DO2658.Click photographs - Photos may exist for this station.
 DO2658
 DO2658.The dynamic height is computed by dividing the NAVD 88
 DO2658.geopotential number by the normal gravity value computed on the
 DO2658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2658.degrees latitude (g = 980.6199 gals.).
 DO2658
 DO2658.The modeled gravity was interpolated from observed gravity values.
 DO2658
 DO2658;                    North         East    Units  Estimated Accuracy
 DO2658;SPC FL E     -   209,420.      289,520.      MT  (+/- 180 meters Scaled)
 DO2658
 DO2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK894004(NAD 83)
 DO2658
 DO2658                          SUPERSEDED SURVEY CONTROL
 DO2658
 DO2658.No superseded survey control is available for this station.
 DO2658
 DO2658_MARKER: DB = BENCH MARK DISK
 DO2658_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2658_SP_SET: BARRIER WALL (GUARDRAIL)
 DO2658_STAMPING: 019 2011
 DO2658_MARK LOGO: FL2570
 DO2658_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2658_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2658+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2011
 DO2658
 DO2658  HISTORY     - Date     Condition        Report By
 DO2658  HISTORY     - 20111222 MONUMENTED       STONER
 DO2658
 DO2658                          STATION DESCRIPTION
 DO2658
 DO2658'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2658'THE MARK IS ABOUT 8.9 MI (14.3 KM) SOUTHEAST OF WEST DIXIE BEND, 7.3
 DO2658'MI (11.7 KM) NORTH-NORTHEAST OF FORT LAUDERDALE, 1.7 MI (2.7 KM)
 DO2658'SOUTHEAST OF POMPANO BEACH, IN SECTION 6, TOWNSHIP 49 SOUTH, RANGE 43
 DO2658'EAST.  OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2658'
 DO2658'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2658'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO EAST ON EAST ATLANTIC
 DO2658'BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF FEDERAL HIGHWAY
 DO2658'(U.S. HIGHWAY 1).  TURN RIGHT ON SOUTH FEDERAL HIGHWAY (U.S. HIGHWAY
 DO2658'1) AND GO SOUTH FOR 0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT, SET
 DO2658'FLUSH IN THE TOP OF THE NORTH CONCRETE BARRIER WALL (GUARDRAIL) OF THE
 DO2658'BRIDGE OVER THE CYPRESS CREEK CANAL.
 DO2658'
 DO2658'LOCATED 55.0 FT (16.8 M) WEST OF THE CENTERLINE OF SOUTH FEDERAL
 DO2658'HIGHWAY (U.S. HIGHWAY 1), 4.8 FT (1.5 M) SOUTH OF THE SOUTH EXPANSION
 DO2658'JOINT OF THE BRIDGE AND 3.3 FT (1.0 M) NORTH OF THE SOUTH END OF THE
 DO2658'BARRIER WALL (GUARDRAIL).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9708 ***********************************************************************
 DN9708  DESIGNATION -  02
 DN9708  PID         -  DN9708
 DN9708  STATE/COUNTY-  FL/POLK
 DN9708  COUNTRY     -  US
 DN9708  USGS QUAD   -  DUNDEE (2018)
 DN9708
 DN9708                         *CURRENT SURVEY CONTROL
 DN9708  ______________________________________________________________________
 DN9708* NAD 83(1986) POSITION- 28 01 43.3    (N) 081 37 10.4    (W)   HD_HELD2
 DN9708* NAVD 88 ORTHO HEIGHT -    47.638 (meters)      156.29  (feet) ADJUSTED
 DN9708  ______________________________________________________________________
 DN9708  GEOID HEIGHT    -        -26.868 (meters)                     GEOID18
 DN9708  DYNAMIC HEIGHT  -         47.567 (meters)      156.06  (feet) COMP
 DN9708  MODELED GRAVITY -    979,152.3   (mgal)                       NAVD 88
 DN9708
 DN9708  VERT ORDER      -  FIRST     CLASS II
 DN9708
 DN9708.The horizontal coordinates were established by autonomous hand held GPS
 DN9708.observations and have an estimated accuracy of +/- 10 meters.
 DN9708
 DN9708.The orthometric height was determined by differential leveling and
 DN9708.adjusted by the NATIONAL GEODETIC SURVEY
 DN9708.in December 2012.
 DN9708
 DN9708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9708.GEOID18 height accuracy estimate available here.
 DN9708
 DN9708.Click photographs - Photos may exist for this station.
 DN9708
 DN9708.The dynamic height is computed by dividing the NAVD 88
 DN9708.geopotential number by the normal gravity value computed on the
 DN9708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9708.degrees latitude (g = 980.6199 gals.).
 DN9708
 DN9708.The modeled gravity was interpolated from observed gravity values.
 DN9708
 DN9708;                    North         East    Units  Estimated Accuracy
 DN9708;SPC FL W     -   409,447.      237,409.      MT  (+/- 10 meters HH2 GPS)
 DN9708
 DN9708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3909900535(NAD 83)
 DN9708
 DN9708                          SUPERSEDED SURVEY CONTROL
 DN9708
 DN9708.No superseded survey control is available for this station.
 DN9708
 DN9708_MARKER: DD = SURVEY DISK
 DN9708_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DN9708_STAMPING: BM 02
 DN9708_MARK LOGO: FLDT
 DN9708_PROJECTION: RECESSED 5 CENTIMETERS
 DN9708_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN9708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9708+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2012
 DN9708
 DN9708  HISTORY     - Date     Condition        Report By
 DN9708  HISTORY     - UNK      MONUMENTED       FLDT
 DN9708  HISTORY     - 20100515 GOOD             FLDEP
 DN9708  HISTORY     - 20120525 GOOD             FLDEP
 DN9708
 DN9708                          STATION DESCRIPTION
 DN9708
 DN9708'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9708'THE MARK IS ABOUT 7.6 MI (12.2 KM) EAST-NORTHEAST OF ELOISE, 6.9 MI
 DN9708'(11.1 KM) EAST OF WINTER HAVEN, 0.4 MI (0.6 KM) NORTH OF DUNDEE, IN
 DN9708'SECTION 21, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DN9708'
 DN9708'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DN9708'ROAD 542 IN DUNDEE, GO EAST ON STATE ROAD 542 FOR 0.85 MI (1.4 KM) TO
 DN9708'THE INTERSECTION OF STATE ROAD 17, U.S. HIGHWAY 27 ALTERNATE (CENTER
 DN9708'STREET).  TURN LEFT ON STATE ROAD 17, U.S. HIGHWAY 27 ALTERNATE
 DN9708'(CENTER STREET) AND GO NORTH FOR 0.45 MI (0.7 KM) TO THE MARK ON THE
 DN9708'RIGHT.  THE MARK CAN ALSO BE REACHED FROM THE JUNCTION OF COUNTY ROAD
 DN9708'542 (LAKE HATCHINEHA ROAD) AND STATE ROAD 17, U.S. HIGHWAY 27
 DN9708'ALTERNATE IN LAKE HAMILTON, GO SOUTH ON STATE ROAD 17, U.S. HIGHWAY 27
 DN9708'ALTERNATE FOR 0.8 MI (1.3 KM) TO THE MARK ON THE LEFT, SET IN THE TOP
 DN9708'OF A 4-INCH (10 CM) SQUARE CONCRETE POST RECESSED 0.2 FT (6 CM) BELOW
 DN9708'THE LEVEL OF THE GROUND AND LEVEL WITH STATE ROAD 17, U.S. HIGHWAY 27
 DN9708'ALTERNATE (CENTER STREET).
 DN9708'
 DN9708'LOCATED 331.5 FT (101.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DN9708'RIDGEWOOD AVENUE, 31.9 FT (9.7 M) EAST OF THE APPROXIMATE CENTERLINE
 DN9708'OF STATE ROAD 17, U.S. HIGHWAY 27 ALTERNATE (CENTER STREET), 5.5 FT
 DN9708'(1.7 M) SOUTHEAST OF POWER POLE NUMBER K5475566 AND 0.7 FT (21 CM)
 DN9708'WEST OF A METAL WITNESS POST.
 DN9708
 DN9708                          STATION RECOVERY (2012)
 DN9708
 DN9708'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (BPJ)
 DN9708'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH7869 ***********************************************************************
 DH7869  DESIGNATION -  02 115 0 02
 DH7869  PID         -  DH7869
 DH7869  STATE/COUNTY-  FL/PUTNAM
 DH7869  COUNTRY     -  US
 DH7869  USGS QUAD   -  RICE CREEK (2018)
 DH7869
 DH7869                         *CURRENT SURVEY CONTROL
 DH7869  ______________________________________________________________________
 DH7869* NAD 83(1986) POSITION- 29 49 23.     (N) 081 47 43.     (W)   SCALED
 DH7869* NAVD 88 ORTHO HEIGHT -    29.771 (meters)       97.67  (feet) ADJUSTED
 DH7869  ______________________________________________________________________
 DH7869  GEOID HEIGHT    -        -28.110 (meters)                     GEOID18
 DH7869  DYNAMIC HEIGHT  -         29.731 (meters)       97.54  (feet) COMP
 DH7869  MODELED GRAVITY -    979,313.8   (mgal)                       NAVD 88
 DH7869
 DH7869  VERT ORDER      -  SECOND    CLASS I
 DH7869
 DH7869.The horizontal coordinates were scaled from a map and have
 DH7869.an estimated accuracy of +/- 6 seconds.
 DH7869
 DH7869.The orthometric height was determined by differential leveling and
 DH7869.adjusted by the NATIONAL GEODETIC SURVEY
 DH7869.in July 2006.
 DH7869
 DH7869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7869.GEOID18 height accuracy estimate available here.
 DH7869
 DH7869.Click photographs - Photos may exist for this station.
 DH7869
 DH7869.The dynamic height is computed by dividing the NAVD 88
 DH7869.geopotential number by the normal gravity value computed on the
 DH7869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7869.degrees latitude (g = 980.6199 gals.).
 DH7869
 DH7869.The modeled gravity was interpolated from observed gravity values.
 DH7869
 DH7869;                    North         East    Units  Estimated Accuracy
 DH7869;SPC FL E     -   608,520.      123,130.      MT  (+/- 180 meters Scaled)
 DH7869
 DH7869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN231994(NAD 83)
 DH7869
 DH7869                          SUPERSEDED SURVEY CONTROL
 DH7869
 DH7869.No superseded survey control is available for this station.
 DH7869
 DH7869_MARKER: DD = SURVEY DISK
 DH7869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH7869_STAMPING: 02-115-0-02
 DH7869_MARK LOGO: SJRWMD
 DH7869_PROJECTION: FLUSH
 DH7869_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH7869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7869+STABILITY: SURFACE MOTION
 DH7869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7869+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 DH7869
 DH7869  HISTORY     - Date     Condition        Report By
 DH7869  HISTORY     - 2002     MONUMENTED       SJRWMD
 DH7869  HISTORY     - 20030819 GOOD             FLDEP
 DH7869
 DH7869                          STATION DESCRIPTION
 DH7869
 DH7869'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DH7869'THE MARK IS ABOUT 15.7 MI NORTHWEST OF PALATKA, IN SECTION 3, TOWNSHIP
 DH7869'8 SOUTH, RANGE 25  EAST.
 DH7869'
 DH7869'TO REACH THE MARK FROM CITY HALL ON U.S. HIGHWAY 17 (REID STREET) IN
 DH7869'PALATKA, GO WEST ON  U.S. HIGHWAY 17 FOR 1.7 MI TO THE JUNCTION OF
 DH7869'STATE HIGHWAY 100 ON THE LEFT, TURN LEFT ON  STATE HIGHWAY 100 AND
 DH7869'CONTINUE WEST FOR 0.8 MI TO THE INTERSECTION OF STATE HIGHWAY 19,
 DH7869'CONTINUE NORTHWEST ON STATE HIGHWAY 100 FOR 3.65 MI TO THE JUNCTION OF
 DH7869'COUNTY ROAD  309D ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 309D AND GO
 DH7869'NORTH FOR 11.3 MI TO THE  JUNCTION OF SHEDO ROAD (DIRT) ON THE RIGHT
 DH7869'LEADING EAST AND THE MARK ON THE LEFT, ON THE  EXTENDED CENTERLINE OF
 DH7869'THE SHEDO ROAD, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH  WITH THE
 DH7869'GROUND AND LEVEL WITH COUNTY ROAD 309D.
 DH7869'
 DH7869'LOCATED 37.0 FT WEST OF THE CENTERLINE OF COUNTY ROAD 309D AND 0.9 FT
 DH7869'EAST OF A SJRWMD  PVC WITNESS POST.
 DH7869'
 DH7869'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DH7869'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5857 ***********************************************************************
 DG5857  DESIGNATION -  02 129 0 02
 DG5857  PID         -  DG5857
 DG5857  STATE/COUNTY-  FL/PUTNAM
 DG5857  COUNTRY     -  US
 DG5857  USGS QUAD   -  CRESCENT CITY (2018)
 DG5857
 DG5857                         *CURRENT SURVEY CONTROL
 DG5857  ______________________________________________________________________
 DG5857* NAD 83(1986) POSITION- 29 22 31.     (N) 081 33 36.     (W)   SCALED
 DG5857* NAVD 88 ORTHO HEIGHT -     5.126 (meters)       16.82  (feet) ADJUSTED
 DG5857  ______________________________________________________________________
 DG5857  GEOID HEIGHT    -        -28.406 (meters)                     GEOID18
 DG5857  DYNAMIC HEIGHT  -          5.119 (meters)       16.79  (feet) COMP
 DG5857  MODELED GRAVITY -    979,274.5   (mgal)                       NAVD 88
 DG5857
 DG5857  VERT ORDER      -  SECOND    CLASS I
 DG5857
 DG5857.The horizontal coordinates were scaled from a map and have
 DG5857.an estimated accuracy of +/- 6 seconds.
 DG5857
 DG5857.The orthometric height was determined by differential leveling and
 DG5857.adjusted by the NATIONAL GEODETIC SURVEY
 DG5857.in August 2004.
 DG5857
 DG5857.No vertical observational check was made to the station.
 DG5857
 DG5857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5857.GEOID18 height accuracy estimate available here.
 DG5857
 DG5857.Click photographs - Photos may exist for this station.
 DG5857
 DG5857.The dynamic height is computed by dividing the NAVD 88
 DG5857.geopotential number by the normal gravity value computed on the
 DG5857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5857.degrees latitude (g = 980.6199 gals.).
 DG5857
 DG5857.The modeled gravity was interpolated from observed gravity values.
 DG5857
 DG5857;                    North         East    Units  Estimated Accuracy
 DG5857;SPC FL E     -   558,750.      145,640.      MT  (+/- 180 meters Scaled)
 DG5857
 DG5857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN456496(NAD 83)
 DG5857
 DG5857                          SUPERSEDED SURVEY CONTROL
 DG5857
 DG5857.No superseded survey control is available for this station.
 DG5857
 DG5857_MARKER: DD = SURVEY DISK
 DG5857_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG5857_STAMPING: 02-129-0-02
 DG5857_MARK LOGO: SJRWMD
 DG5857_PROJECTION: FLUSH
 DG5857_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5857+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 DG5857
 DG5857  HISTORY     - Date     Condition        Report By
 DG5857  HISTORY     - 20020808 MONUMENTED       FLDEP
 DG5857
 DG5857                          STATION DESCRIPTION
 DG5857
 DG5857'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG5857'THE MARK IS ABOUT 5.0 MI SOUTHWEST OF CRESCENT CITY, IN SECTION 10,
 DG5857'TOWNSHIP 13 SOUTH,  RANGE 27 EAST.
 DG5857'
 DG5857'TO REACH THE MARK FROM THE POST OFFICE IN CRESCENT CITY, GO SOUTH ON
 DG5857'STATE ROAD 17 FOR  1.0 MI TO THE INTERSECTION OF JUNCTION ROAD, TURN
 DG5857'RIGHT ON JUNCTION ROAD AND GO WEST  FOR 1.65 MI TO THE JUNCTION OF
 DG5857'GEORGETOWN DENVER ROAD ON THE RIGHT, TURN RIGHT ON  GEORGETOWN DENVER
 DG5857'ROAD AND GO WEST FOR 3.85 MI TO THE JUNCTION OF TRUCK TRAIL NUMBER  2
 DG5857'ON THE LEFT (AN ENTRANCE TO THE LAKE GEORGE WILDLIFE MANAGEMENT AREA),
 DG5857'TURN LEFT ON  TRUCK TRAIL NUMBER 2 AND GO SOUTHEAST FOR 2.35 MI TO A
 DG5857'CONCRETE BRIDGE SPANNING  JUMPING GULLEY BRANCH AND THE MARK ON THE
 DG5857'LEFT, SET IN THE TOP OF A 4-INCH SQUARE  PREFABRICATED CONCRETE POST
 DG5857'FLUSH WITH THE GROUND AND ABOUT 0.3 FT BELOW THE LEVEL  OF TRUCK TRAIL
 DG5857'NUMBER 2.
 DG5857'
 DG5857'LOCATED 69.2 FT SOUTH OF THE APPROXIMATE CENTER OF THE CONCRETE
 DG5857'BRIDGE, 13.0 FT EAST OF  THE APPROXIMATE CENTERLINE OF TRUCK TRAIL
 DG5857'NUMBER 2 AND 0.9 WEST OF A PVC WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH7871 ***********************************************************************
 DH7871  DESIGNATION -  02 22 057 0
 DH7871  PID         -  DH7871
 DH7871  STATE/COUNTY-  FL/PUTNAM
 DH7871  COUNTRY     -  US
 DH7871  USGS QUAD   -  PALATKA (2018)
 DH7871
 DH7871                         *CURRENT SURVEY CONTROL
 DH7871  ______________________________________________________________________
 DH7871* NAD 83(1986) POSITION- 29 43 01.     (N) 081 43 30.     (W)   SCALED
 DH7871* NAVD 88 ORTHO HEIGHT -     6.164 (meters)       20.22  (feet) ADJUSTED
 DH7871  ______________________________________________________________________
 DH7871  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 DH7871  DYNAMIC HEIGHT  -          6.155 (meters)       20.19  (feet) COMP
 DH7871  MODELED GRAVITY -    979,300.2   (mgal)                       NAVD 88
 DH7871
 DH7871  VERT ORDER      -  SECOND    CLASS I
 DH7871
 DH7871.The horizontal coordinates were scaled from a map and have
 DH7871.an estimated accuracy of +/- 6 seconds.
 DH7871
 DH7871.The orthometric height was determined by differential leveling and
 DH7871.adjusted by the NATIONAL GEODETIC SURVEY
 DH7871.in July 2006.
 DH7871
 DH7871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7871.GEOID18 height accuracy estimate available here.
 DH7871
 DH7871.Click photographs - Photos may exist for this station.
 DH7871
 DH7871.The dynamic height is computed by dividing the NAVD 88
 DH7871.geopotential number by the normal gravity value computed on the
 DH7871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7871.degrees latitude (g = 980.6199 gals.).
 DH7871
 DH7871.The modeled gravity was interpolated from observed gravity values.
 DH7871
 DH7871;                    North         East    Units  Estimated Accuracy
 DH7871;SPC FL E     -   596,710.      129,850.      MT  (+/- 180 meters Scaled)
 DH7871
 DH7871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN298876(NAD 83)
 DH7871
 DH7871                          SUPERSEDED SURVEY CONTROL
 DH7871
 DH7871.No superseded survey control is available for this station.
 DH7871
 DH7871_MARKER: DD = SURVEY DISK
 DH7871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH7871_SP_SET: BRIDGE CURVE
 DH7871_STAMPING: BM 02-22-057-0
 DH7871_MARK LOGO: SJRWMD
 DH7871_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH7871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7871+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2003
 DH7871
 DH7871  HISTORY     - Date     Condition        Report By
 DH7871  HISTORY     - 2002     MONUMENTED       SJRWMD
 DH7871  HISTORY     - 20030819 GOOD             FLDEP
 DH7871
 DH7871                          STATION DESCRIPTION
 DH7871
 DH7871'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DH7871'THE MARK IS ABOUT 7.9 MI NORTHWEST OF PALATKA, IN SECTION 17, TOWNSHIP
 DH7871'9 SOUTH, RANGE 26  EAST.
 DH7871'
 DH7871'TO REACH THE MARK FROM CITY HALL ON U.S. HIGHWAY 17 (REID STREET) IN
 DH7871'PALATKA, GO WEST ON  U.S. HIGHWAY 17 FOR 1.7 MI TO THE JUNCTION OF
 DH7871'STATE HIGHWAY 100 ON THE LEFT, TURN LEFT ON  STATE HIGHWAY 100 AND
 DH7871'CONTINUE WEST FOR 0.8 MI TO THE INTERSECTION OF STATE HIGHWAY 19,
 DH7871'CONTINUE NORTHWEST ON STATE HIGHWAY 100 FOR 3.65 MI TO THE JUNCTION OF
 DH7871'COUNTY ROAD  309D ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 309D AND GO
 DH7871'NORTH FOR 2.6 MI TO THE CENTER  OF THE BRIDGE OVER ETONIA CREEK AND
 DH7871'THE MARK ON THE RIGHT, SET IN THE TOP OF THE BRIDGE  CURB 0.7 FT ABOVE
 DH7871'THE LEVEL OF COUNTY ROAD 309D.
 DH7871'
 DH7871'LOCATED 58.2 FT NORTH OF THE SOUTHEAST CORNER OF THE BRIDGE CURB, 41.4
 DH7871'FT SOUTH OF THE  NORTHEAST CORNER OF THE BRIDGE CURB AND 11.8 FT EAST
 DH7871'OF THE CENTERLINE OF COUNTY ROAD  309D.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8229 ***********************************************************************
 AL8229  DESIGNATION -  02 92 GPS 1
 AL8229  PID         -  AL8229
 AL8229  STATE/COUNTY-  FL/CITRUS
 AL8229  COUNTRY     -  US
 AL8229  USGS QUAD   -  INVERNESS (2018)
 AL8229
 AL8229                         *CURRENT SURVEY CONTROL
 AL8229  ______________________________________________________________________
 AL8229* NAD 83(2011) POSITION- 28 49 42.08058(N) 082 19 14.48102(W)   ADJUSTED
 AL8229* NAD 83(2011) ELLIP HT-   -13.112 (meters)        (06/27/12)   ADJUSTED
 AL8229* NAD 83(2011) EPOCH   -  2010.00
 AL8229* NAVD 88 ORTHO HEIGHT -    14.1   (meters)       46.    (feet) GPS OBS
 AL8229  ______________________________________________________________________
 AL8229  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8229  GEOID HEIGHT    -        -27.910 (meters)                     GEOID93
 AL8229  GEOID HEIGHT    -        -27.263 (meters)                     GEOID18
 AL8229  NAD 83(2011) X  -    747,252.987 (meters)                     COMP
 AL8229  NAD 83(2011) Y  - -5,541,872.855 (meters)                     COMP
 AL8229  NAD 83(2011) Z  -  3,057,242.250 (meters)                     COMP
 AL8229  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 AL8229
 AL8229  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8229  Standards:
 AL8229         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8229            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8229  -------------------------------------------------------------------
 AL8229  NETWORK    1.09   2.16           0.44   0.45   1.10      0.20740084
 AL8229  -------------------------------------------------------------------
 AL8229  Click here for local accuracies and other accuracy information.
 AL8229
 AL8229.The horizontal coordinates were established by GPS observations
 AL8229.and adjusted by the National Geodetic Survey in June 2012.
 AL8229
 AL8229.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8229.been affixed to the stable North American tectonic plate. See 
 AL8229.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8229
 AL8229.The horizontal coordinates are valid at the epoch date displayed above
 AL8229.which is a decimal equivalence of Year/Month/Day.
 AL8229
 AL8229.The orthometric height was determined by GPS observations and a
 AL8229.high-resolution geoid model.
 AL8229
 AL8229.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8229.GEOID18 height accuracy estimate available here.
 AL8229
 AL8229.Click photographs - Photos may exist for this station.
 AL8229
 AL8229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8229
 AL8229.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8229
 AL8229.The ellipsoidal height was determined by GPS observations
 AL8229.and is referenced to NAD 83.
 AL8229
 AL8229. The following values were computed from the NAD 83(2011) position.
 AL8229
 AL8229;                    North         East     Units Scale Factor Converg.
 AL8229;SPC FL W     -   498,049.313   168,702.668   MT  0.99995326   -0 09 16.7
 AL8229;SPC FL W     - 1,634,016.79    553,485.34   sFT  0.99995326   -0 09 16.7
 AL8229;UTM  17      - 3,189,685.300   371,146.879   MT  0.99980489   -0 38 12.9
 AL8229
 AL8229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8229!SPC FL W     -   1.00000206  x   0.99995326  =   0.99995532
 AL8229!UTM  17      -   1.00000206  x   0.99980489  =   0.99980695
 AL8229
 AL8229:                Primary Azimuth Mark                     Grid Az
 AL8229:SPC FL W     -  02 92 GPS 2                              314 36 00.3
 AL8229:UTM  17      -  02 92 GPS 2                              315 04 56.5
 AL8229
 AL8229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7114689685(NAD 83)
 AL8229
 AL8229|---------------------------------------------------------------------|
 AL8229| PID    Reference Object                     Distance      Geod. Az  |
 AL8229|                                                           dddmmss.s |
 AL8229| AL8230 02 92 GPS 2                         APPROX. 0.6 KM 3142643.6 |
 AL8229|---------------------------------------------------------------------|
 AL8229
 AL8229                          SUPERSEDED SURVEY CONTROL
 AL8229
 AL8229  NAD 83(2007)-  28 49 42.08068(N)    082 19 14.48168(W) AD(2002.00) 0
 AL8229  ELLIP H (02/10/07)  -13.091  (m)                       GP(2002.00)    
 AL8229  NAD 83(1999)-  28 49 42.08075(N)    082 19 14.48182(W) AD(       ) 1
 AL8229  ELLIP H (06/12/02)  -13.091  (m)                       GP(       ) 3 2
 AL8229  NAD 83(1990)-  28 49 42.07930(N)    082 19 14.48113(W) AD(       ) 1
 AL8229  ELLIP H (08/26/94)  -13.152  (m)                       GP(       ) 3 2
 AL8229
 AL8229.Superseded values are not recommended for survey control.
 AL8229
 AL8229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8229.See file dsdata.pdf to determine how the superseded data were derived.
 AL8229
 AL8229_MARKER: DD = SURVEY DISK
 AL8229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8229_STAMPING: 02 92 GPS 1
 AL8229_MARK LOGO: FLDT
 AL8229_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8229+STABILITY: SURFACE MOTION
 AL8229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8229+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8229
 AL8229  HISTORY     - Date     Condition        Report By
 AL8229  HISTORY     - 1992     MONUMENTED       FLDT
 AL8229  HISTORY     - 20101203 MARK NOT FOUND   FLDEP
 AL8229
 AL8229                          STATION DESCRIPTION
 AL8229
 AL8229'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8229'STATION IS LOCATED IN INVERNESS, NORTHWEST OF THE FLORIDA SUNSHINE
 AL8229'REALTY BUILDING AND EAST OF THE INVERNESS CATHOLIC CHURCH.
 AL8229'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND STATE ROAD
 AL8229'44 AT INVERNESS, GO SOUTH ON U.S. 41 FOR ABOUT 0.45 MILE (0.72 KM) TO
 AL8229'THE STATION.
 AL8229'THE STATION IS 2 INCHES BELOW THE GROUND, 59.5 FEET (18.1 M) SOUTHWEST
 AL8229'OF THE TOP CENTER OF A CROSSDRAIN, 50.7 FEET (15.5 M) NORTHWEST OF
 AL8229'THE NORTH CENTER TOP END OF A FLOWLINE, 36.0 FEET (11.0 M) WEST OF A
 AL8229'METAL WITNESS POST AT A 12 INCH PALM TREE AND 12.0 FEET (3.7 M) EAST
 AL8229'OF THE EAST EDGE OF U.S. 41.
 AL8229
 AL8229                          STATION RECOVERY (2010)
 AL8229
 AL8229'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (PBM)
 AL8229'NOT RECOVERED.  THE ROADWAY HAS BEEN WIDENED AND THE DISTANCE FALLS IN
 AL8229'THE PAVED AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8239 ***********************************************************************
 AL8239  DESIGNATION -  02 92 GPS 10
 AL8239  PID         -  AL8239
 AL8239  STATE/COUNTY-  FL/CITRUS
 AL8239  COUNTRY     -  US
 AL8239  USGS QUAD   -  INVERNESS (2018)
 AL8239
 AL8239                         *CURRENT SURVEY CONTROL
 AL8239  ______________________________________________________________________
 AL8239* NAD 83(2011) POSITION- 28 45 13.16551(N) 082 22 30.25348(W)   ADJUSTED
 AL8239* NAD 83(2011) ELLIP HT-    11.028 (meters)        (06/27/12)   ADJUSTED
 AL8239* NAD 83(2011) EPOCH   -  2010.00
 AL8239* NAVD 88 ORTHO HEIGHT -    38.1   (meters)      125.    (feet) GPS OBS
 AL8239  ______________________________________________________________________
 AL8239  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8239  GEOID HEIGHT    -        -27.740 (meters)                     GEOID93
 AL8239  GEOID HEIGHT    -        -27.093 (meters)                     GEOID18
 AL8239  NAD 83(2011) X  -    742,524.558 (meters)                     COMP
 AL8239  NAD 83(2011) Y  - -5,546,552.622 (meters)                     COMP
 AL8239  NAD 83(2011) Z  -  3,049,998.289 (meters)                     COMP
 AL8239  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 AL8239
 AL8239  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8239  Standards:
 AL8239         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8239            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8239  -------------------------------------------------------------------
 AL8239  NETWORK    1.27   2.37           0.54   0.49   1.21      0.18678415
 AL8239  -------------------------------------------------------------------
 AL8239  Click here for local accuracies and other accuracy information.
 AL8239
 AL8239.The horizontal coordinates were established by GPS observations
 AL8239.and adjusted by the National Geodetic Survey in June 2012.
 AL8239
 AL8239.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8239.been affixed to the stable North American tectonic plate. See 
 AL8239.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8239
 AL8239.The horizontal coordinates are valid at the epoch date displayed above
 AL8239.which is a decimal equivalence of Year/Month/Day.
 AL8239
 AL8239.The orthometric height was determined by GPS observations and a
 AL8239.high-resolution geoid model.
 AL8239
 AL8239.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8239.GEOID18 height accuracy estimate available here.
 AL8239
 AL8239.Click photographs - Photos may exist for this station.
 AL8239
 AL8239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8239
 AL8239.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8239
 AL8239.The ellipsoidal height was determined by GPS observations
 AL8239.and is referenced to NAD 83.
 AL8239
 AL8239. The following values were computed from the NAD 83(2011) position.
 AL8239
 AL8239;                    North         East     Units Scale Factor Converg.
 AL8239;SPC FL W     -   489,786.220   163,369.247   MT  0.99995773   -0 10 49.5
 AL8239;SPC FL W     - 1,606,906.96    535,987.27   sFT  0.99995773   -0 10 49.5
 AL8239;UTM  17      - 3,181,468.504   365,744.943   MT  0.99982244   -0 39 41.7
 AL8239
 AL8239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8239!SPC FL W     -   0.99999827  x   0.99995773  =   0.99995600
 AL8239!UTM  17      -   0.99999827  x   0.99982244  =   0.99982071
 AL8239
 AL8239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6574481468(NAD 83)
 AL8239
 AL8239                          SUPERSEDED SURVEY CONTROL
 AL8239
 AL8239  NAD 83(2007)-  28 45 13.16562(N)    082 22 30.25415(W) AD(2002.00) 0
 AL8239  ELLIP H (02/10/07)   11.049  (m)                       GP(2002.00)    
 AL8239  NAD 83(1999)-  28 45 13.16569(N)    082 22 30.25430(W) AD(       ) 1
 AL8239  ELLIP H (06/12/02)   11.048  (m)                       GP(       ) 3 2
 AL8239  NAD 83(1990)-  28 45 13.16423(N)    082 22 30.25361(W) AD(       ) 1
 AL8239  ELLIP H (08/26/94)   10.987  (m)                       GP(       ) 3 2
 AL8239
 AL8239.Superseded values are not recommended for survey control.
 AL8239
 AL8239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8239.See file dsdata.pdf to determine how the superseded data were derived.
 AL8239
 AL8239_MARKER: DD = SURVEY DISK
 AL8239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8239_STAMPING: 02 92 GPS 10
 AL8239_MARK LOGO: FLDT
 AL8239_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8239+STABILITY: SURFACE MOTION
 AL8239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8239+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8239
 AL8239  HISTORY     - Date     Condition        Report By
 AL8239  HISTORY     - 1992     MONUMENTED       FLDT
 AL8239
 AL8239                          STATION DESCRIPTION
 AL8239
 AL8239'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8239'STATION IS LOCATED ABOUT 2.5 MILES (4.0 KM) NORTHWEST OF FLORAL CITY.
 AL8239'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND S.R. 44 AT
 AL8239'INVERNESS, GO SOUTH ON U.S. 41 FOR ABOUT 7.6 MILE (12.2 KM) TO THE
 AL8239'INTERSECTION OF C.R. 480, GO WEST ON C.R. 480 FOR ABOUT 4.3 MILES
 AL8239'(6.9 KM) TO THE INTERSECTION OF C.R. 581, GO NORTH ON C.R. 581 FOR
 AL8239'ABOUT 4.2 MILES (6.8 KM) TO THE INTERSECTION OF ROAD NO. 16 (A DIRT
 AL8239'ROAD WITH A WITHLACOOCHEE STATE FOREST SIGN), GO WEST ALONG THE
 AL8239'FOREST ROAD NO. 16 FOR ABOUT 1.5 MILES (2.4 KM) TO THE STATION, IN A
 AL8239'FIELD AND ABOUT 0.15 MILE (0.24 KM) EAST OF A FORK OF ROAD NO. 16 AND
 AL8239'ROAD NO. 7.
 AL8239'THE STATION IS FLUSH WITH THE GROUND, 138.0 FEET (42.1 M) SOUTH OF THE
 AL8239'CENTER OF FOREST ROAD NO. 16, 55.0 FEET (16.8 M) WEST OF THE CENTER
 AL8239'OF A DIM TRAIL ROAD AND 3.0 FEET (0.9 M) NORTH OF A METAL WITNESS
 AL8239'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8230 ***********************************************************************
 AL8230  DESIGNATION -  02 92 GPS 2
 AL8230  PID         -  AL8230
 AL8230  STATE/COUNTY-  FL/CITRUS
 AL8230  COUNTRY     -  US
 AL8230  USGS QUAD   -  INVERNESS (2018)
 AL8230
 AL8230                         *CURRENT SURVEY CONTROL
 AL8230  ______________________________________________________________________
 AL8230* NAD 83(2011) POSITION- 28 49 55.96297(N) 082 19 30.55478(W)   ADJUSTED
 AL8230* NAD 83(2011) ELLIP HT-    -3.747 (meters)        (06/27/12)   ADJUSTED
 AL8230* NAD 83(2011) EPOCH   -  2010.00
 AL8230* NAVD 88 ORTHO HEIGHT -    23.519 (meters)       77.16  (feet) ADJUSTED
 AL8230  ______________________________________________________________________
 AL8230  GEOID HEIGHT    -        -27.269 (meters)                     GEOID18
 AL8230  NAD 83(2011) X  -    746,794.690 (meters)                     COMP
 AL8230  NAD 83(2011) Y  - -5,541,734.949 (meters)                     COMP
 AL8230  NAD 83(2011) Z  -  3,057,621.187 (meters)                     COMP
 AL8230  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 AL8230  DYNAMIC HEIGHT  -         23.486 (meters)       77.05  (feet) COMP
 AL8230  MODELED GRAVITY -    979,225.0   (mgal)                       NAVD 88
 AL8230
 AL8230  VERT ORDER      -  SECOND    CLASS I
 AL8230
 AL8230  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8230  Standards:
 AL8230         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8230            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8230  -------------------------------------------------------------------
 AL8230  NETWORK    1.19   2.35           0.48   0.49   1.20      0.13307937
 AL8230  -------------------------------------------------------------------
 AL8230  Click here for local accuracies and other accuracy information.
 AL8230
 AL8230.The horizontal coordinates were established by GPS observations
 AL8230.and adjusted by the National Geodetic Survey in June 2012.
 AL8230
 AL8230.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8230.been affixed to the stable North American tectonic plate. See 
 AL8230.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8230
 AL8230.The horizontal coordinates are valid at the epoch date displayed above
 AL8230.which is a decimal equivalence of Year/Month/Day.
 AL8230
 AL8230.The orthometric height was determined by differential leveling and
 AL8230.adjusted by the NATIONAL GEODETIC SURVEY
 AL8230.in September 2007.
 AL8230
 AL8230.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8230.GEOID18 height accuracy estimate available here.
 AL8230
 AL8230.Click photographs - Photos may exist for this station.
 AL8230
 AL8230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8230
 AL8230.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8230
 AL8230.The ellipsoidal height was determined by GPS observations
 AL8230.and is referenced to NAD 83.
 AL8230
 AL8230.The dynamic height is computed by dividing the NAVD 88
 AL8230.geopotential number by the normal gravity value computed on the
 AL8230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL8230.degrees latitude (g = 980.6199 gals.).
 AL8230
 AL8230.The modeled gravity was interpolated from observed gravity values.
 AL8230
 AL8230. The following values were computed from the NAD 83(2011) position.
 AL8230
 AL8230;                    North         East     Units Scale Factor Converg.
 AL8230;SPC FL W     -   498,477.872   168,268.084   MT  0.99995360   -0 09 24.5
 AL8230;SPC FL W     - 1,635,422.82    552,059.54   sFT  0.99995360   -0 09 24.5
 AL8230;UTM  17      - 3,190,117.438   370,715.982   MT  0.99980626   -0 38 20.9
 AL8230
 AL8230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8230!SPC FL W     -   1.00000059  x   0.99995360  =   0.99995419
 AL8230!UTM  17      -   1.00000059  x   0.99980626  =   0.99980685
 AL8230
 AL8230:                Primary Azimuth Mark                     Grid Az
 AL8230:SPC FL W     -  02 92 GPS 1                              134 36 00.4
 AL8230:UTM  17      -  02 92 GPS 1                              135 04 56.8
 AL8230
 AL8230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7071590117(NAD 83)
 AL8230
 AL8230|---------------------------------------------------------------------|
 AL8230| PID    Reference Object                     Distance      Geod. Az  |
 AL8230|                                                           dddmmss.s |
 AL8230| AL8229 02 92 GPS 1                         APPROX. 0.6 KM 1342635.9 |
 AL8230|---------------------------------------------------------------------|
 AL8230
 AL8230                          SUPERSEDED SURVEY CONTROL
 AL8230
 AL8230  NAD 83(2007)-  28 49 55.96307(N)    082 19 30.55544(W) AD(2002.00) 0
 AL8230  ELLIP H (02/10/07)   -3.726  (m)                       GP(2002.00)    
 AL8230  NAD 83(1999)-  28 49 55.96316(N)    082 19 30.55556(W) AD(       ) 1
 AL8230  ELLIP H (06/12/02)   -3.729  (m)                       GP(       ) 3 2
 AL8230  NAD 83(1990)-  28 49 55.96170(N)    082 19 30.55488(W) AD(       ) 1
 AL8230  ELLIP H (08/26/94)   -3.792  (m)                       GP(       ) 3 2
 AL8230  NAVD 88 (08/26/94)   23.5    (m)  GEOID93  model used  GPS OBS        
 AL8230
 AL8230.Superseded values are not recommended for survey control.
 AL8230
 AL8230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8230.See file dsdata.pdf to determine how the superseded data were derived.
 AL8230
 AL8230_MARKER: DD = SURVEY DISK
 AL8230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8230_STAMPING: 02 92 GPS 2
 AL8230_MARK LOGO: FLDT
 AL8230_PROJECTION: FLUSH
 AL8230_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8230+STABILITY: SURFACE MOTION
 AL8230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8230+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2019
 AL8230
 AL8230  HISTORY     - Date     Condition        Report By
 AL8230  HISTORY     - 1992     MONUMENTED       FLDT
 AL8230  HISTORY     - 20040329 GOOD             FLDEP
 AL8230  HISTORY     - 20040830 GOOD             USPSQD
 AL8230  HISTORY     - 20040909 GOOD             FLDEP
 AL8230  HISTORY     - 20101203 MARK NOT FOUND   FLDEP
 AL8230  HISTORY     - 20120325 GOOD             MAEC
 AL8230  HISTORY     - 20190227 GOOD             SWFWMD
 AL8230
 AL8230                          STATION DESCRIPTION
 AL8230
 AL8230'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8230'STATION IS LOCATED IN IVERNESS, AT THE INTERSECTION OF U.S. 41 AND
 AL8230'S.R. 44, WEST OF THE MID-STATE FEDERAL SAVINGS BANK AND EAST OF THE
 AL8230'HIGHLAND SQUARE SHOPPING CENTER.
 AL8230'THE STATION IS FLUSH WITH THE GROUND, 61.6 FEET (18.8 M) EAST OF THE
 AL8230'EAST EDGE OF U.S. 41, 41.0 FEET (12.5 M) NORTH OF THE CENTER OF THE
 AL8230'BANK DRIVEWAY, 8.3 FEET (2.5 M) NORTHEAST OF A TELEPHONE REPEATER
 AL8230'STATION AND 8.0 FEET (2.4 M) EAST OF A METAL MANHOLE COVER.
 AL8230
 AL8230                          STATION RECOVERY (2004)
 AL8230
 AL8230'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 AL8230'THE MARK IS ABOUT 11.5 MI SOUTHEAST OF LECANTO, IN INVERNESS, IN
 AL8230'SECTION 17, TOWNSHIP 19  SOUTH, RANGE 20 EAST.
 AL8230'
 AL8230'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 44 EAST AND U.S.,
 AL8230'HIGHWAY 41 (N.  FLORIDA AVENUE), GO SOUTH ON U.S. HIGHWAY 41 (N.
 AL8230'FLORIDA AVENUE) FOR 0.1 MI TO THE MARK ON  THE LEFT, SET IN THE TOP OF
 AL8230'A CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 3.0 FT  ABOVE THE
 AL8230'LEVEL OF U.S. HIGHWAY 41.
 AL8230'
 AL8230'LOCATED 61.6 FT EAST OF THE EAST EDGE OF U.S. HIGHWAY 41, 41.0 FT
 AL8230'NORTH OF THE APPROXIMATE  CENTERLINE OF THE BANK DRIVEWAY, 8.0 FT
 AL8230'NORTHEAST OF A TELEPHONE REPEATER STATION, 18.0  FT NORTH-NORTHEAST OF
 AL8230'POWER POLE NUMBER BO8284 (109579,073522) AND 8.0 FT EAST OF A  MANHOLE
 AL8230'COVER.
 AL8230'
 AL8230'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AL8230'MONUMENT.
 AL8230
 AL8230                          STATION RECOVERY (2004)
 AL8230
 AL8230'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AL8230'RECOVERED IN GOOD CONDITION BY THE CRYSTAL RIVER POWER SQUADRON.
 AL8230'VERIFIED LATITUDE AND LONGITUDE BY A GARMIN76(GPS).
 AL8230
 AL8230                          STATION RECOVERY (2004)
 AL8230
 AL8230'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AL8230'RECOVERED AS DESCRIBED.
 AL8230
 AL8230                          STATION RECOVERY (2010)
 AL8230
 AL8230'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (PBM)
 AL8230'NOT RECOVERED.  THE ROADWAY HAS BEEN WIDENED AND THE DISTANCE FALLS IN
 AL8230'THE PAVED AREA.
 AL8230
 AL8230                          STATION RECOVERY (2012)
 AL8230
 AL8230'RECOVERY NOTE BY MA ENGINEERING CONSULT INC 2012 (MAE)
 AL8230'RECOVERED IN GOOD CONDITION.
 AL8230
 AL8230                          STATION RECOVERY (2019)
 AL8230
 AL8230'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (CT)
 AL8230'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8236 ***********************************************************************
 AL8236  DESIGNATION -  02 92 GPS 3
 AL8236  PID         -  AL8236
 AL8236  STATE/COUNTY-  FL/CITRUS
 AL8236  COUNTRY     -  US
 AL8236  USGS QUAD   -  STOKES FERRY (2018)
 AL8236
 AL8236                         *CURRENT SURVEY CONTROL
 AL8236  ______________________________________________________________________
 AL8236* NAD 83(2011) POSITION- 28 52 53.81926(N) 082 21 52.67214(W)   ADJUSTED
 AL8236* NAD 83(2011) ELLIP HT-    -9.474 (meters)        (06/27/12)   ADJUSTED
 AL8236* NAD 83(2011) EPOCH   -  2010.00
 AL8236* NAVD 88 ORTHO HEIGHT -    17.8   (meters)       58.    (feet) GPS OBS
 AL8236  ______________________________________________________________________
 AL8236  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8236  GEOID HEIGHT    -        -27.980 (meters)                     GEOID93
 AL8236  GEOID HEIGHT    -        -27.352 (meters)                     GEOID18
 AL8236  NAD 83(2011) X  -    742,624.438 (meters)                     COMP
 AL8236  NAD 83(2011) Y  - -5,539,623.951 (meters)                     COMP
 AL8236  NAD 83(2011) Z  -  3,062,414.163 (meters)                     COMP
 AL8236  LAPLACE CORR    -         -0.45  (seconds)                    DEFLEC18
 AL8236
 AL8236  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8236  Standards:
 AL8236         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8236            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8236  -------------------------------------------------------------------
 AL8236  NETWORK    1.59   3.33           0.61   0.69   1.70      0.00871127
 AL8236  -------------------------------------------------------------------
 AL8236  Click here for local accuracies and other accuracy information.
 AL8236
 AL8236.The horizontal coordinates were established by GPS observations
 AL8236.and adjusted by the National Geodetic Survey in June 2012.
 AL8236
 AL8236.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8236.been affixed to the stable North American tectonic plate. See 
 AL8236.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8236
 AL8236.The horizontal coordinates are valid at the epoch date displayed above
 AL8236.which is a decimal equivalence of Year/Month/Day.
 AL8236
 AL8236.The orthometric height was determined by GPS observations and a
 AL8236.high-resolution geoid model.
 AL8236
 AL8236.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8236.GEOID18 height accuracy estimate available here.
 AL8236
 AL8236.Click photographs - Photos may exist for this station.
 AL8236
 AL8236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8236
 AL8236.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8236
 AL8236.The ellipsoidal height was determined by GPS observations
 AL8236.and is referenced to NAD 83.
 AL8236
 AL8236. The following values were computed from the NAD 83(2011) position.
 AL8236
 AL8236;                    North         East     Units Scale Factor Converg.
 AL8236;SPC FL W     -   503,964.465   164,432.295   MT  0.99995678   -0 10 34.0
 AL8236;SPC FL W     - 1,653,423.42    539,474.95   sFT  0.99995678   -0 10 34.0
 AL8236;UTM  17      - 3,195,635.364   366,927.094   MT  0.99981853   -0 39 33.2
 AL8236
 AL8236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8236!SPC FL W     -   1.00000149  x   0.99995678  =   0.99995827
 AL8236!UTM  17      -   1.00000149  x   0.99981853  =   0.99982002
 AL8236
 AL8236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6692795635(NAD 83)
 AL8236
 AL8236                          SUPERSEDED SURVEY CONTROL
 AL8236
 AL8236  NAD 83(2007)-  28 52 53.81936(N)    082 21 52.67281(W) AD(2002.00) 0
 AL8236  ELLIP H (02/10/07)   -9.453  (m)                       GP(2002.00)    
 AL8236  NAD 83(1999)-  28 52 53.81945(N)    082 21 52.67292(W) AD(       ) 1
 AL8236  ELLIP H (06/12/02)   -9.453  (m)                       GP(       ) 3 2
 AL8236  NAD 83(1990)-  28 52 53.81801(N)    082 21 52.67224(W) AD(       ) 1
 AL8236  ELLIP H (08/26/94)   -9.516  (m)                       GP(       ) 3 2
 AL8236
 AL8236.Superseded values are not recommended for survey control.
 AL8236
 AL8236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8236.See file dsdata.pdf to determine how the superseded data were derived.
 AL8236
 AL8236_MARKER: DD = SURVEY DISK
 AL8236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8236_STAMPING: 02 92 GPS 3
 AL8236_MARK LOGO: FLDT
 AL8236_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8236+STABILITY: SURFACE MOTION
 AL8236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8236+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8236
 AL8236  HISTORY     - Date     Condition        Report By
 AL8236  HISTORY     - 1992     MONUMENTED       FLDT
 AL8236  HISTORY     - 20040830 POOR             USPSQD
 AL8236
 AL8236                          STATION DESCRIPTION
 AL8236
 AL8236'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8236'STATION IS LOCATED ABOUT 4.0 MILES (6.4 KM) NORTHWEST OF INVERNESS, IN
 AL8236'THE EAST SHOULDER OF U.S. 41 AND ON THE PROJECTED CENTER OF E. DAVID
 AL8236'STREET.
 AL8236'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND S.R. 44 AT
 AL8236'THE WEST SIDE OF INVERNESS, GO NORTH ON U.S. 41 FOR ABOUT 4.8 MILES
 AL8236'(7.7 KM) TO THE INTERSECTION OF E. DAVID STREET AND THE STATION.
 AL8236'THE STATION IS FLUSH WITH THE GROUND, 180.0 FEET (54.9 M) SOUTH OF A
 AL8236'UTILITY POLE, 162 FEET (49.4 M) NORTH OF ANOTHER UTILITY POLE, 41.0
 AL8236'FEET (12.5 M) EAST OF THE CENTER OF U.S. 41 AND 3.0 FEET (0.9 M) WEST
 AL8236'OF A METAL WITNESS POST.
 AL8236
 AL8236                          STATION RECOVERY (2004)
 AL8236
 AL8236'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AL8236'RECOVERED IN POOR, PARTIALLY DESTROYED CONDITION. WITNESS POST
 AL8236'MISSING. VERIFIED LATITUDE AND LONGITUDE BY A GARMIN76(GPS).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8237 ***********************************************************************
 AL8237  DESIGNATION -  02 92 GPS 4
 AL8237  PID         -  AL8237
 AL8237  STATE/COUNTY-  FL/CITRUS
 AL8237  COUNTRY     -  US
 AL8237  USGS QUAD   -  STOKES FERRY (2018)
 AL8237
 AL8237                         *CURRENT SURVEY CONTROL
 AL8237  ______________________________________________________________________
 AL8237* NAD 83(2011) POSITION- 28 54 16.47389(N) 082 16 55.93650(W)   ADJUSTED
 AL8237* NAD 83(2011) ELLIP HT-   -13.970 (meters)        (06/27/12)   ADJUSTED
 AL8237* NAD 83(2011) EPOCH   -  2010.00
 AL8237* NAVD 88 ORTHO HEIGHT -    13.419 (meters)       44.03  (feet) ADJUSTED
 AL8237  ______________________________________________________________________
 AL8237  GEOID HEIGHT    -        -27.407 (meters)                     GEOID18
 AL8237  NAD 83(2011) X  -    750,427.404 (meters)                     COMP
 AL8237  NAD 83(2011) Y  - -5,537,327.564 (meters)                     COMP
 AL8237  NAD 83(2011) Z  -  3,064,639.935 (meters)                     COMP
 AL8237  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 AL8237  DYNAMIC HEIGHT  -         13.400 (meters)       43.96  (feet) COMP
 AL8237  MODELED GRAVITY -    979,231.3   (mgal)                       NAVD 88
 AL8237
 AL8237  VERT ORDER      -  SECOND    CLASS I
 AL8237
 AL8237  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8237  Standards:
 AL8237         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8237            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8237  -------------------------------------------------------------------
 AL8237  NETWORK    1.11   2.23           0.43   0.47   1.14      0.16695854
 AL8237  -------------------------------------------------------------------
 AL8237  Click here for local accuracies and other accuracy information.
 AL8237
 AL8237.The horizontal coordinates were established by GPS observations
 AL8237.and adjusted by the National Geodetic Survey in June 2012.
 AL8237
 AL8237.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8237.been affixed to the stable North American tectonic plate. See 
 AL8237.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8237
 AL8237.The horizontal coordinates are valid at the epoch date displayed above
 AL8237.which is a decimal equivalence of Year/Month/Day.
 AL8237
 AL8237.The orthometric height was determined by differential leveling and
 AL8237.adjusted by the NATIONAL GEODETIC SURVEY
 AL8237.in July 2012.
 AL8237
 AL8237.No vertical observational check was made to the station.
 AL8237
 AL8237.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8237.GEOID18 height accuracy estimate available here.
 AL8237
 AL8237.Click photographs - Photos may exist for this station.
 AL8237
 AL8237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8237
 AL8237.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8237
 AL8237.The ellipsoidal height was determined by GPS observations
 AL8237.and is referenced to NAD 83.
 AL8237
 AL8237.The dynamic height is computed by dividing the NAVD 88
 AL8237.geopotential number by the normal gravity value computed on the
 AL8237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL8237.degrees latitude (g = 980.6199 gals.).
 AL8237
 AL8237.The modeled gravity was interpolated from observed gravity values.
 AL8237
 AL8237. The following values were computed from the NAD 83(2011) position.
 AL8237
 AL8237;                    North         East     Units Scale Factor Converg.
 AL8237;SPC FL W     -   506,487.118   172,478.636   MT  0.99995052   -0 08 11.1
 AL8237;SPC FL W     - 1,661,699.82    565,873.66   sFT  0.99995052   -0 08 11.1
 AL8237;UTM  17      - 3,198,089.697   374,993.232   MT  0.99979284   -0 37 11.4
 AL8237
 AL8237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8237!SPC FL W     -   1.00000219  x   0.99995052  =   0.99995271
 AL8237!UTM  17      -   1.00000219  x   0.99979284  =   0.99979503
 AL8237
 AL8237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7499398089(NAD 83)
 AL8237
 AL8237                          SUPERSEDED SURVEY CONTROL
 AL8237
 AL8237  NAD 83(2007)-  28 54 16.47399(N)    082 16 55.93715(W) AD(2002.00) 0
 AL8237  ELLIP H (02/10/07)  -13.949  (m)                       GP(2002.00)    
 AL8237  NAD 83(1999)-  28 54 16.47404(N)    082 16 55.93732(W) AD(       ) 1
 AL8237  ELLIP H (06/12/02)  -13.948  (m)                       GP(       ) 3 2
 AL8237  NAD 83(1990)-  28 54 16.47259(N)    082 16 55.93662(W) AD(       ) 1
 AL8237  ELLIP H (08/26/94)  -14.008  (m)                       GP(       ) 3 2
 AL8237  NAVD 88 (08/26/94)   13.4    (m)  GEOID93  model used  GPS OBS        
 AL8237
 AL8237.Superseded values are not recommended for survey control.
 AL8237
 AL8237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8237.See file dsdata.pdf to determine how the superseded data were derived.
 AL8237
 AL8237_MARKER: DD = SURVEY DISK
 AL8237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8237_STAMPING: 02 92 GPS 4
 AL8237_MARK LOGO: FLDT
 AL8237_PROJECTION: FLUSH
 AL8237_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8237+STABILITY: SURFACE MOTION
 AL8237_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL8237+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2022
 AL8237
 AL8237  HISTORY     - Date     Condition        Report By
 AL8237  HISTORY     - 1992     MONUMENTED       FLDT
 AL8237  HISTORY     - 20101201 GOOD             FLDEP
 AL8237  HISTORY     - 20220809 GOOD             FLDEP
 AL8237
 AL8237                          STATION DESCRIPTION
 AL8237
 AL8237'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8237'STATION IS LOCATED ABOUT 6.0 MILES (9.7 KM) NORTHEAST OF INVERNESS AND
 AL8237'ABOUT 0.3 MILE (0.5 KM) SOUTHWEST OF THE CITRUS - SUMTER COUNTYLINE.
 AL8237'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND S.R. 44 AT
 AL8237'INVERNESS, GO NORTH ON U.S. 41 FOR ABOUT 1.0 MILE (1.6 KM) TO THE
 AL8237'INTERSECTION OF C.R. 581 (ELLA AVENUE), GO NORTHEAST OF C.R. 581 FOR
 AL8237'ABOUT 6.8 MILES (10.9 KM) TO A ROAD LEADING NORTH TO TURNERS CAMP AND
 AL8237'THE STATION.
 AL8237'THE STATION IS FLUSH WITH THE GROUND, 160.0 FEET (48.8 M) SOUTHWEST OF
 AL8237'THE PROJECTED CENTER OF JUNGLE CAMP ROAD, 85.5 FEET (26.1 M)
 AL8237'SOUTHWEST OF A UTILITY POLE, 50.0 FEET (15.2 M) NORTHWEST OF THE
 AL8237'CENTER OF C.R. 581, 19.4 FEET (5.9 M) NORTHWEST OF A METAL STOP SIGN
 AL8237'POST AND 6.0 FEET (1.8 M) SOUTHEAST OF A METAL WITNESS SIGN ON A
 AL8237'WOODEN FENCE POST.
 AL8237
 AL8237                          STATION RECOVERY (2010)
 AL8237
 AL8237'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (BPJ)
 AL8237'RECOVERED AS DESCRIBED.
 AL8237
 AL8237                          STATION RECOVERY (2022)
 AL8237
 AL8237'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (GF)
 AL8237'BAD VISIBILITY, FOUND IN WOODED AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8231 ***********************************************************************
 AL8231  DESIGNATION -  02 92 GPS 5
 AL8231  PID         -  AL8231
 AL8231  STATE/COUNTY-  FL/CITRUS
 AL8231  COUNTRY     -  US
 AL8231  USGS QUAD   -  NOBLETON (2018)
 AL8231
 AL8231                         *CURRENT SURVEY CONTROL
 AL8231  ______________________________________________________________________
 AL8231* NAD 83(2011) POSITION- 28 40 34.12118(N) 082 18 55.01028(W)   ADJUSTED
 AL8231* NAD 83(2011) ELLIP HT-    -0.522 (meters)        (06/27/12)   ADJUSTED
 AL8231* NAD 83(2011) EPOCH   -  2010.00
 AL8231* NAVD 88 ORTHO HEIGHT -    26.4   (meters)       87.    (feet) GPS OBS
 AL8231  ______________________________________________________________________
 AL8231  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8231  GEOID HEIGHT    -        -27.640 (meters)                     GEOID93
 AL8231  GEOID HEIGHT    -        -26.974 (meters)                     GEOID18
 AL8231  NAD 83(2011) X  -    748,862.715 (meters)                     COMP
 AL8231  NAD 83(2011) Y  - -5,549,855.103 (meters)                     COMP
 AL8231  NAD 83(2011) Z  -  3,042,458.444 (meters)                     COMP
 AL8231  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 AL8231
 AL8231  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8231  Standards:
 AL8231         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8231            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8231  -------------------------------------------------------------------
 AL8231  NETWORK    1.14   2.31           0.45   0.48   1.18      0.18393483
 AL8231  -------------------------------------------------------------------
 AL8231  Click here for local accuracies and other accuracy information.
 AL8231
 AL8231.The horizontal coordinates were established by GPS observations
 AL8231.and adjusted by the National Geodetic Survey in June 2012.
 AL8231
 AL8231.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8231.been affixed to the stable North American tectonic plate. See 
 AL8231.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8231
 AL8231.The horizontal coordinates are valid at the epoch date displayed above
 AL8231.which is a decimal equivalence of Year/Month/Day.
 AL8231
 AL8231.The orthometric height was determined by GPS observations and a
 AL8231.high-resolution geoid model.
 AL8231
 AL8231.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8231.GEOID18 height accuracy estimate available here.
 AL8231
 AL8231.Click photographs - Photos may exist for this station.
 AL8231
 AL8231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8231
 AL8231.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8231
 AL8231.The ellipsoidal height was determined by GPS observations
 AL8231.and is referenced to NAD 83.
 AL8231
 AL8231. The following values were computed from the NAD 83(2011) position.
 AL8231
 AL8231;                    North         East     Units Scale Factor Converg.
 AL8231;SPC FL W     -   481,178.959   169,185.860   MT  0.99995289   -0 09 04.6
 AL8231;SPC FL W     - 1,578,667.97    555,070.61   sFT  0.99995289   -0 09 04.6
 AL8231;UTM  17      - 3,172,813.992   371,488.346   MT  0.99980381   -0 37 52.4
 AL8231
 AL8231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8231!SPC FL W     -   1.00000008  x   0.99995289  =   0.99995297
 AL8231!UTM  17      -   1.00000008  x   0.99980381  =   0.99980389
 AL8231
 AL8231:                Primary Azimuth Mark                     Grid Az
 AL8231:SPC FL W     -  02 92 GPS 6                              265 01 09.4
 AL8231:UTM  17      -  02 92 GPS 6                              265 29 57.2
 AL8231
 AL8231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7148872813(NAD 83)
 AL8231
 AL8231|---------------------------------------------------------------------|
 AL8231| PID    Reference Object                     Distance      Geod. Az  |
 AL8231|                                                           dddmmss.s |
 AL8231| AL8232 02 92 GPS 6                         APPROX. 0.5 KM 2645204.8 |
 AL8231|---------------------------------------------------------------------|
 AL8231
 AL8231                          SUPERSEDED SURVEY CONTROL
 AL8231
 AL8231  NAD 83(2007)-  28 40 34.12129(N)    082 18 55.01093(W) AD(2002.00) 0
 AL8231  ELLIP H (02/10/07)   -0.502  (m)                       GP(2002.00)    
 AL8231  NAD 83(1999)-  28 40 34.12136(N)    082 18 55.01108(W) AD(       ) 1
 AL8231  ELLIP H (06/12/02)   -0.503  (m)                       GP(       ) 3 2
 AL8231  NAD 83(1990)-  28 40 34.11989(N)    082 18 55.01038(W) AD(       ) 1
 AL8231  ELLIP H (08/26/94)   -0.565  (m)                       GP(       ) 3 2
 AL8231
 AL8231.Superseded values are not recommended for survey control.
 AL8231
 AL8231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8231.See file dsdata.pdf to determine how the superseded data were derived.
 AL8231
 AL8231_MARKER: DD = SURVEY DISK
 AL8231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8231_STAMPING: 02 92 GPS 5
 AL8231_MARK LOGO: FLDT
 AL8231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8231+STABILITY: SURFACE MOTION
 AL8231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8231+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8231
 AL8231  HISTORY     - Date     Condition        Report By
 AL8231  HISTORY     - 1992     MONUMENTED       FLDT
 AL8231
 AL8231                          STATION DESCRIPTION
 AL8231
 AL8231'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8231'STATION IS LOCATED ABOUT 4 MILES (6.4 KM) SOUTH OF FLORAL CITY, JUST
 AL8231'SOUTH OF OAK FOREST.
 AL8231'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND S.R. 44 AT
 AL8231'INVERNESS, GO SOUTH ON U.S. 41 FOR ABOUT 11.75 MILE (18.91 KM) TO THE
 AL8231'INTERSECTION OF AN ASPHALT ROAD (6700 DRIVE) LEADING EAST TO THE NEW
 AL8231'COMMUNITY OF EAST COUNTRY HIGHLANDS, GO EAST ALONG THE ASPHALT ROAD
 AL8231'(6700 DRIVE) FOR ABOUT 0.45 MILE (0.72 KM) TO THE STATION.
 AL8231'THE STATION IS FLUSH WITH THE GROUND, 42.5 FEET (13.0 M) NORTH OF THE
 AL8231'CENTER OF THE ASPHALT ROAD, 31.0 FEET (9.4 M) SOUTH OF THE TOP EDGE
 AL8231'OF THE BACKSLOPE, 5.0 FEET (1.5 M) NORTH OF THE TOP EDGE OF THE
 AL8231'BACKSLOPE AND 1.0 FOOT (0.3 M) SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8232 ***********************************************************************
 AL8232  DESIGNATION -  02 92 GPS 6
 AL8232  PID         -  AL8232
 AL8232  STATE/COUNTY-  FL/CITRUS
 AL8232  COUNTRY     -  US
 AL8232  USGS QUAD   -  NOBLETON (2018)
 AL8232
 AL8232                         *CURRENT SURVEY CONTROL
 AL8232  ______________________________________________________________________
 AL8232* NAD 83(2011) POSITION- 28 40 32.64691(N) 082 19 13.61940(W)   ADJUSTED
 AL8232* NAD 83(2011) ELLIP HT-    -1.967 (meters)        (06/27/12)   ADJUSTED
 AL8232* NAD 83(2011) EPOCH   -  2010.00
 AL8232* NAVD 88 ORTHO HEIGHT -    25.0   (meters)       82.    (feet) GPS OBS
 AL8232  ______________________________________________________________________
 AL8232  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8232  GEOID HEIGHT    -        -27.640 (meters)                     GEOID93
 AL8232  GEOID HEIGHT    -        -26.971 (meters)                     GEOID18
 AL8232  NAD 83(2011) X  -    748,364.748 (meters)                     COMP
 AL8232  NAD 83(2011) Y  - -5,549,942.970 (meters)                     COMP
 AL8232  NAD 83(2011) Z  -  3,042,417.930 (meters)                     COMP
 AL8232  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 AL8232
 AL8232  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8232  Standards:
 AL8232         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8232            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8232  -------------------------------------------------------------------
 AL8232  NETWORK    0.93   1.92           0.37   0.39   0.98      0.14266022
 AL8232  -------------------------------------------------------------------
 AL8232  Click here for local accuracies and other accuracy information.
 AL8232
 AL8232.The horizontal coordinates were established by GPS observations
 AL8232.and adjusted by the National Geodetic Survey in June 2012.
 AL8232
 AL8232.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8232.been affixed to the stable North American tectonic plate. See 
 AL8232.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8232
 AL8232.The horizontal coordinates are valid at the epoch date displayed above
 AL8232.which is a decimal equivalence of Year/Month/Day.
 AL8232
 AL8232.The orthometric height was determined by GPS observations and a
 AL8232.high-resolution geoid model.
 AL8232
 AL8232.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8232.GEOID18 height accuracy estimate available here.
 AL8232
 AL8232.Click photographs - Photos may exist for this station.
 AL8232
 AL8232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8232
 AL8232.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8232
 AL8232.The ellipsoidal height was determined by GPS observations
 AL8232.and is referenced to NAD 83.
 AL8232
 AL8232. The following values were computed from the NAD 83(2011) position.
 AL8232
 AL8232;                    North         East     Units Scale Factor Converg.
 AL8232;SPC FL W     -   481,134.919   168,680.521   MT  0.99995328   -0 09 13.6
 AL8232;SPC FL W     - 1,578,523.48    553,412.68   sFT  0.99995328   -0 09 13.6
 AL8232;UTM  17      - 3,172,774.193   370,982.730   MT  0.99980542   -0 38 01.3
 AL8232
 AL8232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8232!SPC FL W     -   1.00000031  x   0.99995328  =   0.99995359
 AL8232!UTM  17      -   1.00000031  x   0.99980542  =   0.99980573
 AL8232
 AL8232:                Primary Azimuth Mark                     Grid Az
 AL8232:SPC FL W     -  02 92 GPS 5                              085 01 09.5
 AL8232:UTM  17      -  02 92 GPS 5                              085 29 57.2
 AL8232
 AL8232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7098272774(NAD 83)
 AL8232
 AL8232|---------------------------------------------------------------------|
 AL8232| PID    Reference Object                     Distance      Geod. Az  |
 AL8232|                                                           dddmmss.s |
 AL8232| AL8231 02 92 GPS 5                         APPROX. 0.5 KM 0845155.9 |
 AL8232|---------------------------------------------------------------------|
 AL8232
 AL8232                          SUPERSEDED SURVEY CONTROL
 AL8232
 AL8232  NAD 83(2007)-  28 40 32.64700(N)    082 19 13.62001(W) AD(2002.00) 0
 AL8232  ELLIP H (02/10/07)   -1.947  (m)                       GP(2002.00)    
 AL8232  NAD 83(1999)-  28 40 32.64706(N)    082 19 13.62017(W) AD(       ) 1
 AL8232  ELLIP H (06/12/02)   -1.947  (m)                       GP(       ) 3 2
 AL8232  NAD 83(1990)-  28 40 32.64560(N)    082 19 13.61947(W) AD(       ) 1
 AL8232  ELLIP H (08/26/94)   -2.007  (m)                       GP(       ) 3 2
 AL8232
 AL8232.Superseded values are not recommended for survey control.
 AL8232
 AL8232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8232.See file dsdata.pdf to determine how the superseded data were derived.
 AL8232
 AL8232_MARKER: DD = SURVEY DISK
 AL8232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8232_STAMPING: 02 92 GPS 6
 AL8232_MARK LOGO: FLDT
 AL8232_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8232+STABILITY: SURFACE MOTION
 AL8232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8232+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2004
 AL8232
 AL8232  HISTORY     - Date     Condition        Report By
 AL8232  HISTORY     - 1992     MONUMENTED       FLDT
 AL8232  HISTORY     - 20040819 GOOD             USPSQD
 AL8232
 AL8232                          STATION DESCRIPTION
 AL8232
 AL8232'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8232'STATION IS LOCATED ABOUT 4 MILES (6.4 KM) SOUTH OF FLORAL CITY, JUST
 AL8232'SOUTH OF OAK FOREST.
 AL8232'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND S.R. 44 AT
 AL8232'INVERNESS, GO SOUTH ON U.S. 41 FOR ABOUT 11.75 MILE (18.91 KM) TO THE
 AL8232'INTERSECTION OF AN ASPHALT ROAD (6700 DRIVE) LEADING EAST TO THE NEW
 AL8232'COMMUNITY OF EAST COUNTRY HIGHLANDS, GO EAST ALONG THE ASPHALT ROAD
 AL8232'(6700 DRIVE) FOR ABOUT 0.15 MILE (0.24 KM) TO THE STATION.
 AL8232'THE STATION IS FLUSH WITH THE GROUND, 42.0 FEET (12.8 M) NORTH OF THE
 AL8232'CENTER OF THE ASPHALT ROAD, 26.0 FEET (7.9 M) SOUTHEAST OF THE
 AL8232'SOUTHEAST CORNER OF A HOLDING POND, 3.5 FEET (1.1 M) NORTH OF THE TOP
 AL8232'EDGE OF THE BACKSLOPE AND 1.0 FOOT (0.3 M) NORTH OF A METAL WITNESS
 AL8232'POST.
 AL8232
 AL8232                          STATION RECOVERY (2004)
 AL8232
 AL8232'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AL8232'RECOVERED IN GOOD CONDITION BY THE CRYSTAL RIVER POWER SQUADRON.NO
 AL8232'WITNESS POST. VERIFIED LATITUDE AND LONGITUDE BY A GARMIN76(GPS).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8233 ***********************************************************************
 AL8233  DESIGNATION -  02 92 GPS 7
 AL8233  PID         -  AL8233
 AL8233  STATE/COUNTY-  FL/CITRUS
 AL8233  COUNTRY     -  US
 AL8233  USGS QUAD   -  NOBLETON (2018)
 AL8233
 AL8233                         *CURRENT SURVEY CONTROL
 AL8233  ______________________________________________________________________
 AL8233* NAD 83(2011) POSITION- 28 44 24.64904(N) 082 18 02.63067(W)   ADJUSTED
 AL8233* NAD 83(2011) ELLIP HT-    -2.623 (meters)        (06/27/12)   ADJUSTED
 AL8233* NAD 83(2011) EPOCH   -  2010.00
 AL8233* NAVD 88 ORTHO HEIGHT -    24.5   (meters)       80.    (feet) GPS OBS
 AL8233  ______________________________________________________________________
 AL8233  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8233  GEOID HEIGHT    -        -27.770 (meters)                     GEOID93
 AL8233  GEOID HEIGHT    -        -27.105 (meters)                     GEOID18
 AL8233  NAD 83(2011) X  -    749,815.066 (meters)                     COMP
 AL8233  NAD 83(2011) Y  - -5,546,284.574 (meters)                     COMP
 AL8233  NAD 83(2011) Z  -  3,048,682.157 (meters)                     COMP
 AL8233  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 AL8233
 AL8233  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8233  Standards:
 AL8233         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8233            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8233  -------------------------------------------------------------------
 AL8233  NETWORK    0.99   2.06           0.39   0.42   1.05      0.15923734
 AL8233  -------------------------------------------------------------------
 AL8233  Click here for local accuracies and other accuracy information.
 AL8233
 AL8233.The horizontal coordinates were established by GPS observations
 AL8233.and adjusted by the National Geodetic Survey in June 2012.
 AL8233
 AL8233.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8233.been affixed to the stable North American tectonic plate. See 
 AL8233.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8233
 AL8233.The horizontal coordinates are valid at the epoch date displayed above
 AL8233.which is a decimal equivalence of Year/Month/Day.
 AL8233
 AL8233.The orthometric height was determined by GPS observations and a
 AL8233.high-resolution geoid model.
 AL8233
 AL8233.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8233.GEOID18 height accuracy estimate available here.
 AL8233
 AL8233.Click photographs - Photos may exist for this station.
 AL8233
 AL8233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8233
 AL8233.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8233
 AL8233.The ellipsoidal height was determined by GPS observations
 AL8233.and is referenced to NAD 83.
 AL8233
 AL8233. The following values were computed from the NAD 83(2011) position.
 AL8233
 AL8233;                    North         East     Units Scale Factor Converg.
 AL8233;SPC FL W     -   488,272.044   170,625.802   MT  0.99995182   -0 08 40.6
 AL8233;SPC FL W     - 1,601,939.20    559,794.82   sFT  0.99995182   -0 08 40.6
 AL8233;UTM  17      - 3,179,893.686   372,987.487   MT  0.99979908   -0 37 31.9
 AL8233
 AL8233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8233!SPC FL W     -   1.00000041  x   0.99995182  =   0.99995223
 AL8233!UTM  17      -   1.00000041  x   0.99979908  =   0.99979949
 AL8233
 AL8233:                Primary Azimuth Mark                     Grid Az
 AL8233:SPC FL W     -  02 92 GPS 8                              017 13 16.9
 AL8233:UTM  17      -  02 92 GPS 8                              017 42 08.2
 AL8233
 AL8233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7298779893(NAD 83)
 AL8233
 AL8233|---------------------------------------------------------------------|
 AL8233| PID    Reference Object                     Distance      Geod. Az  |
 AL8233|                                                           dddmmss.s |
 AL8233| AL8234 02 92 GPS 8                         443.082 METERS 0170436.3 |
 AL8233|---------------------------------------------------------------------|
 AL8233
 AL8233                          SUPERSEDED SURVEY CONTROL
 AL8233
 AL8233  NAD 83(2007)-  28 44 24.64914(N)    082 18 02.63132(W) AD(2002.00) 0
 AL8233  ELLIP H (02/10/07)   -2.603  (m)                       GP(2002.00)    
 AL8233  NAD 83(1999)-  28 44 24.64921(N)    082 18 02.63147(W) AD(       ) 1
 AL8233  ELLIP H (06/12/02)   -2.603  (m)                       GP(       ) 3 2
 AL8233  NAD 83(1990)-  28 44 24.64775(N)    082 18 02.63077(W) AD(       ) 1
 AL8233  ELLIP H (08/26/94)   -2.665  (m)                       GP(       ) 3 2
 AL8233
 AL8233.Superseded values are not recommended for survey control.
 AL8233
 AL8233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8233.See file dsdata.pdf to determine how the superseded data were derived.
 AL8233
 AL8233_MARKER: DD = SURVEY DISK
 AL8233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8233_STAMPING: 02 92 GPS 7
 AL8233_MARK LOGO: FLDT
 AL8233_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8233+STABILITY: SURFACE MOTION
 AL8233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8233+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8233
 AL8233  HISTORY     - Date     Condition        Report By
 AL8233  HISTORY     - 1992     MONUMENTED       FLDT
 AL8233  HISTORY     - 20040819 MARK NOT FOUND   USPSQD
 AL8233
 AL8233                          STATION DESCRIPTION
 AL8233
 AL8233'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8233'STATION IS LOCATED ABOUT 1 MILE (1.6 KM) NORTH OF FLORAL CITY, SOUTH
 AL8233'OF BROOKS LANE.
 AL8233'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND S.R. 44 AT
 AL8233'INVERNESS, GO SOUTH ON U.S. 41 FOR ABOUT 7.15 MILE (11.51 KM) TO THE
 AL8233'INTERSECTION OF BROOKS LANE AND THE STATION.
 AL8233'THE STATION IS FLUSH WITH THE GROUND, 279.0 FEET (85.0 M) SOUTH OF THE
 AL8233'CENTER OF BROOKS LANE, 27.5 FEET (8.4 M) EAST OF A METAL WITNESS SIGN
 AL8233'ON A UTILITY POLE, 24.0 FEET (7.3 M) NORTH OF THE CENTER OF AN
 AL8233'ASPHALT DRIVEWAY AND 22.0 FEET (6.7 M) WEST OF THE CENTER OF U.S. 41.
 AL8233
 AL8233                          STATION RECOVERY (2004)
 AL8233
 AL8233'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AL8233'WITNESS POST IN PLACE. VERIFIED LATITUDE AND LONGITUDE BY A
 AL8233'GARMIN76(GPS).
 AL8233'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8234 ***********************************************************************
 AL8234  DESIGNATION -  02 92 GPS 8
 AL8234  PID         -  AL8234
 AL8234  STATE/COUNTY-  FL/CITRUS
 AL8234  COUNTRY     -  US
 AL8234  USGS QUAD   -  NOBLETON (2018)
 AL8234
 AL8234                         *CURRENT SURVEY CONTROL
 AL8234  ______________________________________________________________________
 AL8234* NAD 83(2011) POSITION- 28 44 38.40658(N) 082 17 57.83528(W)   ADJUSTED
 AL8234* NAD 83(2011) ELLIP HT-    -0.053 (meters)        (06/27/12)   ADJUSTED
 AL8234* NAD 83(2011) EPOCH   -  2010.00
 AL8234* NAVD 88 ORTHO HEIGHT -    27.066 (meters)       88.80  (feet) ADJUSTED
 AL8234  ______________________________________________________________________
 AL8234  GEOID HEIGHT    -        -27.113 (meters)                     GEOID18
 AL8234  NAD 83(2011) X  -    749,917.021 (meters)                     COMP
 AL8234  NAD 83(2011) Y  - -5,546,067.540 (meters)                     COMP
 AL8234  NAD 83(2011) Z  -  3,049,054.756 (meters)                     COMP
 AL8234  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 AL8234  DYNAMIC HEIGHT  -         27.027 (meters)       88.67  (feet) COMP
 AL8234  MODELED GRAVITY -    979,218.6   (mgal)                       NAVD 88
 AL8234
 AL8234  VERT ORDER      -  SECOND    CLASS I
 AL8234
 AL8234  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8234  Standards:
 AL8234         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8234            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8234  -------------------------------------------------------------------
 AL8234  NETWORK    1.03   2.06           0.41   0.43   1.05      0.19227934
 AL8234  -------------------------------------------------------------------
 AL8234  Click here for local accuracies and other accuracy information.
 AL8234
 AL8234.The horizontal coordinates were established by GPS observations
 AL8234.and adjusted by the National Geodetic Survey in June 2012.
 AL8234
 AL8234.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8234.been affixed to the stable North American tectonic plate. See 
 AL8234.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8234
 AL8234.The horizontal coordinates are valid at the epoch date displayed above
 AL8234.which is a decimal equivalence of Year/Month/Day.
 AL8234
 AL8234.The orthometric height was determined by differential leveling and
 AL8234.adjusted by the NATIONAL GEODETIC SURVEY
 AL8234.in September 2007.
 AL8234
 AL8234.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8234.GEOID18 height accuracy estimate available here.
 AL8234
 AL8234.Click photographs - Photos may exist for this station.
 AL8234
 AL8234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8234
 AL8234.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8234
 AL8234.The ellipsoidal height was determined by GPS observations
 AL8234.and is referenced to NAD 83.
 AL8234
 AL8234.The dynamic height is computed by dividing the NAVD 88
 AL8234.geopotential number by the normal gravity value computed on the
 AL8234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL8234.degrees latitude (g = 980.6199 gals.).
 AL8234
 AL8234.The modeled gravity was interpolated from observed gravity values.
 AL8234
 AL8234. The following values were computed from the NAD 83(2011) position.
 AL8234
 AL8234;                    North         East     Units Scale Factor Converg.
 AL8234;SPC FL W     -   488,695.242   170,756.977   MT  0.99995173   -0 08 38.3
 AL8234;SPC FL W     - 1,603,327.64    560,225.18   sFT  0.99995173   -0 08 38.3
 AL8234;UTM  17      - 3,180,315.703   373,122.189   MT  0.99979866   -0 37 29.9
 AL8234
 AL8234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8234!SPC FL W     -   1.00000001  x   0.99995173  =   0.99995174
 AL8234!UTM  17      -   1.00000001  x   0.99979866  =   0.99979867
 AL8234
 AL8234:                Primary Azimuth Mark                     Grid Az
 AL8234:SPC FL W     -  02 92 GPS 7                              197 13 17.0
 AL8234:UTM  17      -  02 92 GPS 7                              197 42 08.6
 AL8234
 AL8234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7312280315(NAD 83)
 AL8234
 AL8234|---------------------------------------------------------------------|
 AL8234| PID    Reference Object                     Distance      Geod. Az  |
 AL8234|                                                           dddmmss.s |
 AL8234| AL8233 02 92 GPS 7                         443.082 METERS 1970438.7 |
 AL8234|---------------------------------------------------------------------|
 AL8234
 AL8234                          SUPERSEDED SURVEY CONTROL
 AL8234
 AL8234  NAD 83(2007)-  28 44 38.40668(N)    082 17 57.83594(W) AD(2002.00) 0
 AL8234  ELLIP H (02/10/07)   -0.033  (m)                       GP(2002.00)    
 AL8234  NAD 83(1999)-  28 44 38.40675(N)    082 17 57.83609(W) AD(       ) 1
 AL8234  ELLIP H (06/12/02)   -0.033  (m)                       GP(       ) 3 2
 AL8234  NAD 83(1990)-  28 44 38.40528(N)    082 17 57.83539(W) AD(       ) 1
 AL8234  ELLIP H (08/26/94)   -0.095  (m)                       GP(       ) 3 2
 AL8234  NAVD 88 (08/26/94)   27.0    (m)  GEOID93  model used  GPS OBS        
 AL8234
 AL8234.Superseded values are not recommended for survey control.
 AL8234
 AL8234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8234.See file dsdata.pdf to determine how the superseded data were derived.
 AL8234
 AL8234_MARKER: DD = SURVEY DISK
 AL8234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8234_STAMPING: 02 92 GPS 8
 AL8234_MARK LOGO: FLDT
 AL8234_PROJECTION: FLUSH
 AL8234_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8234+STABILITY: SURFACE MOTION
 AL8234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8234+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2019
 AL8234
 AL8234  HISTORY     - Date     Condition        Report By
 AL8234  HISTORY     - 1992     MONUMENTED       FLDT
 AL8234  HISTORY     - 20040819 GOOD             USPSQD
 AL8234  HISTORY     - 20041025 GOOD             FLDEP
 AL8234  HISTORY     - 20190522 GOOD             SWFWMD
 AL8234
 AL8234                          STATION DESCRIPTION
 AL8234
 AL8234'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8234'STATION IS LOCATED ABOUT 1 MILE (1.6 KM) NORTH OF FLORAL CITY.
 AL8234'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND S.R. 44 AT
 AL8234'INVERNESS, GO SOUTH ON U.S. 41 FOR ABOUT 7.05 MILE (11.35 KM) TO THE
 AL8234'KINGS RESTAURANT AND THE STATION.
 AL8234'THE STATION IS FLUSH WITH THE GROUND, 100.0 FEET (30.5 M) SOUTH OF A
 AL8234'UTILITY POLE, 44.5 FEET (13.6 M) WEST OF THE CENTER OF U.S. 41, 4.0
 AL8234'FEET (1.2 M) SOUTH OF THE PROJECTED CENTER OF THE PAVED DRIVEWAY
 AL8234'LEADING EAST TO FLORAL CITY WATER ASSOCIATION AND 3.0 FEET (0.9 M)
 AL8234'EAST OF A METAL WITNESS POST.
 AL8234
 AL8234                          STATION RECOVERY (2004)
 AL8234
 AL8234'RECOVERY NOTE BY US POWER SQUADRON 2004 (JEH)
 AL8234'RECOVERED IN GOOD CONDITION BY THE CRYSTAL RIVER POWER SQUADRON.NO
 AL8234'WITNESS POST. VERIFIED LATITUDE AND LONGITUDE BY A GARMIN76(GPS).
 AL8234'
 AL8234
 AL8234                          STATION RECOVERY (2004)
 AL8234
 AL8234'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AL8234'THE MARK IS ABOUT 0.5 MI SOUTH OF FLORAL CITY, IN SECTION 15, TOWNSHIP
 AL8234'20 SOUTH, RANGE 20  EAST.
 AL8234'
 AL8234'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 48 AND U.S. HIGHWAY
 AL8234'41 IN FLORAL  CITY, GO SOUTHWEST ON U.S. HIGHWAY 41 FOR 0.4 MI TO THE
 AL8234'MARK ON THE RIGHT, SET IN THE TOP  OF A ROUND CONCRETE MONUMENT FLUSH
 AL8234'WITH THE GROUND AND ABOUT 3.0 FT ABOVE THE LEVEL  OF U.S. HIGHWAY 41.
 AL8234'
 AL8234'LOCATED 100.0 FT SOUTH OF A POWER POLE, 44.5 FT WEST OF THE CENTERLINE
 AL8234'OF U.S. HIGHWAY 41,  4.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF A
 AL8234'PAVED DRIVEWAY LEADING EAST TO FLORAL  CITY WATER ASSOCIATION AND 3.0
 AL8234'FT EAST OF A METAL WITNESS POST.
 AL8234'
 AL8234'NOTE KINGS RESTAURANT IS NO LONGER PRESENT.
 AL8234
 AL8234                          STATION RECOVERY (2019)
 AL8234
 AL8234'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (CWT)
 AL8234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8238 ***********************************************************************
 AL8238  DESIGNATION -  02 92 GPS 9
 AL8238  PID         -  AL8238
 AL8238  STATE/COUNTY-  FL/CITRUS
 AL8238  COUNTRY     -  US
 AL8238  USGS QUAD   -  BROOKSVILLE NW (2018)
 AL8238
 AL8238                         *CURRENT SURVEY CONTROL
 AL8238  ______________________________________________________________________
 AL8238* NAD 83(2011) POSITION- 28 40 03.86257(N) 082 22 50.28202(W)   ADJUSTED
 AL8238* NAD 83(2011) ELLIP HT-    12.945 (meters)        (06/27/12)   ADJUSTED
 AL8238* NAD 83(2011) EPOCH   -  2010.00
 AL8238* NAVD 88 ORTHO HEIGHT -    39.8   (meters)      131.    (feet) GPS OBS
 AL8238  ______________________________________________________________________
 AL8238  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8238  GEOID HEIGHT    -        -27.570 (meters)                     GEOID93
 AL8238  GEOID HEIGHT    -        -26.917 (meters)                     GEOID18
 AL8238  NAD 83(2011) X  -    742,592.729 (meters)                     COMP
 AL8238  NAD 83(2011) Y  - -5,551,160.384 (meters)                     COMP
 AL8238  NAD 83(2011) Z  -  3,041,647.582 (meters)                     COMP
 AL8238  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 AL8238
 AL8238  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8238  Standards:
 AL8238         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8238            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8238  -------------------------------------------------------------------
 AL8238  NETWORK    0.99   2.02           0.40   0.41   1.03      0.15153541
 AL8238  -------------------------------------------------------------------
 AL8238  Click here for local accuracies and other accuracy information.
 AL8238
 AL8238.The horizontal coordinates were established by GPS observations
 AL8238.and adjusted by the National Geodetic Survey in June 2012.
 AL8238
 AL8238.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8238.been affixed to the stable North American tectonic plate. See 
 AL8238.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8238
 AL8238.The horizontal coordinates are valid at the epoch date displayed above
 AL8238.which is a decimal equivalence of Year/Month/Day.
 AL8238
 AL8238.The orthometric height was determined by GPS observations and a
 AL8238.high-resolution geoid model.
 AL8238
 AL8238.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8238.GEOID18 height accuracy estimate available here.
 AL8238
 AL8238.Click photographs - Photos may exist for this station.
 AL8238
 AL8238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8238
 AL8238.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8238
 AL8238.The ellipsoidal height was determined by GPS observations
 AL8238.and is referenced to NAD 83.
 AL8238
 AL8238. The following values were computed from the NAD 83(2011) position.
 AL8238
 AL8238;                    North         East     Units Scale Factor Converg.
 AL8238;SPC FL W     -   480,266.069   162,795.505   MT  0.99995825   -0 10 57.4
 AL8238;SPC FL W     - 1,575,672.93    534,104.92   sFT  0.99995825   -0 10 57.4
 AL8238;UTM  17      - 3,171,954.778   365,091.473   MT  0.99982461   -0 39 44.8
 AL8238
 AL8238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8238!SPC FL W     -   0.99999797  x   0.99995825  =   0.99995622
 AL8238!UTM  17      -   0.99999797  x   0.99982461  =   0.99982258
 AL8238
 AL8238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6509171954(NAD 83)
 AL8238
 AL8238                          SUPERSEDED SURVEY CONTROL
 AL8238
 AL8238  NAD 83(2007)-  28 40 03.86268(N)    082 22 50.28274(W) AD(2002.00) 0
 AL8238  ELLIP H (02/10/07)   12.966  (m)                       GP(2002.00)    
 AL8238  NAD 83(1999)-  28 40 03.86275(N)    082 22 50.28289(W) AD(       ) 1
 AL8238  ELLIP H (06/12/02)   12.966  (m)                       GP(       ) 3 2
 AL8238  NAD 83(1990)-  28 40 03.86128(N)    082 22 50.28220(W) AD(       ) 1
 AL8238  ELLIP H (08/26/94)   12.905  (m)                       GP(       ) 3 2
 AL8238
 AL8238.Superseded values are not recommended for survey control.
 AL8238
 AL8238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8238.See file dsdata.pdf to determine how the superseded data were derived.
 AL8238
 AL8238_MARKER: DD = SURVEY DISK
 AL8238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8238_STAMPING: 02 92 GPS 9
 AL8238_MARK LOGO: FLDT
 AL8238_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8238+STABILITY: SURFACE MOTION
 AL8238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8238+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8238
 AL8238  HISTORY     - Date     Condition        Report By
 AL8238  HISTORY     - 1992     MONUMENTED       FLDT
 AL8238
 AL8238                          STATION DESCRIPTION
 AL8238
 AL8238'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8238'STATION IS LOCATED AT THE CITRUS - HERNANDO COUNTYLINE, ABOUT 7 MILES
 AL8238'(11.3 KM) SOUTHEAST OF FLORAL CITY.
 AL8238'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 41 AND S.R. 44 AT
 AL8238'INVERNESS, GO SOUTH ON U.S. 41 FOR ABOUT 7.6 MILE (12.2 KM) TO THE
 AL8238'INTERSECTION OF C.R. 480, GO WEST ON C.R. 480 FOR ABOUT 5.6 MILES
 AL8238'(9.0 KM) TO THE INTERSECTION OF OLD JONES ROAD, GO SOUTH ON OLD JONES
 AL8238'ROAD FOR ABOUT 2.3 MILES (3.7 KM) TO THE STATION, ABOUT 0.1 MILE
 AL8238'(0.2 KM) NORTH OF THE END OF THE ROAD.
 AL8238'THE STATION IS FLUSH WITH THE GROUND, 24.0 FEET (7.3 M) WEST OF THE
 AL8238'CENTER OF OLD JONES ROAD AND 5.0 FEET (1.5 M) EAST OF A METAL WITNESS
 AL8238'POST AT THE FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE2664 ***********************************************************************
 AE2664  DESIGNATION -  02 95 A08
 AE2664  PID         -  AE2664
 AE2664  STATE/COUNTY-  FL/HERNANDO
 AE2664  COUNTRY     -  US
 AE2664  USGS QUAD   -  BROOKSVILLE NW (2018)
 AE2664
 AE2664                         *CURRENT SURVEY CONTROL
 AE2664  ______________________________________________________________________
 AE2664* NAD 83(2011) POSITION- 28 40 40.40053(N) 082 29 10.46460(W)   ADJUSTED
 AE2664* NAD 83(2011) ELLIP HT-    -9.858 (meters)        (06/27/12)   ADJUSTED
 AE2664* NAD 83(2011) EPOCH   -  2010.00
 AE2664* NAVD 88 ORTHO HEIGHT -    17.0   (meters)       56.    (feet) GPS OBS
 AE2664  ______________________________________________________________________
 AE2664  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AE2664  GEOID HEIGHT    -        -27.494 (meters)                     GEOID93
 AE2664  GEOID HEIGHT    -        -26.864 (meters)                     GEOID18
 AE2664  NAD 83(2011) X  -    732,286.509 (meters)                     COMP
 AE2664  NAD 83(2011) Y  - -5,551,964.765 (meters)                     COMP
 AE2664  NAD 83(2011) Z  -  3,042,623.569 (meters)                     COMP
 AE2664  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 AE2664
 AE2664  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE2664  Standards:
 AE2664         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE2664            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE2664  -------------------------------------------------------------------
 AE2664  NETWORK    0.69   1.47           0.28   0.28   0.75     -0.09514275
 AE2664  -------------------------------------------------------------------
 AE2664  Click here for local accuracies and other accuracy information.
 AE2664
 AE2664.The horizontal coordinates were established by GPS observations
 AE2664.and adjusted by the National Geodetic Survey in June 2012.
 AE2664
 AE2664.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE2664.been affixed to the stable North American tectonic plate. See 
 AE2664.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE2664
 AE2664.The horizontal coordinates are valid at the epoch date displayed above
 AE2664.which is a decimal equivalence of Year/Month/Day.
 AE2664
 AE2664.The orthometric height was determined by GPS observations and a
 AE2664.high-resolution geoid model.
 AE2664
 AE2664.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE2664.GEOID18 height accuracy estimate available here.
 AE2664
 AE2664.Click photographs - Photos may exist for this station.
 AE2664
 AE2664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE2664
 AE2664.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE2664
 AE2664.The ellipsoidal height was determined by GPS observations
 AE2664.and is referenced to NAD 83.
 AE2664
 AE2664. The following values were computed from the NAD 83(2011) position.
 AE2664
 AE2664;                    North         East     Units Scale Factor Converg.
 AE2664;SPC FL W     -   481,428.352   152,477.636   MT  0.99996904   -0 14 00.0
 AE2664;SPC FL W     - 1,579,486.18    500,253.71   sFT  0.99996904   -0 14 00.0
 AE2664;UTM  17      - 3,173,203.292   354,784.952   MT  0.99986024   -0 42 48.1
 AE2664
 AE2664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE2664!SPC FL W     -   1.00000155  x   0.99996904  =   0.99997059
 AE2664!UTM  17      -   1.00000155  x   0.99986024  =   0.99986179
 AE2664
 AE2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5478473203(NAD 83)
 AE2664
 AE2664                          SUPERSEDED SURVEY CONTROL
 AE2664
 AE2664  NAD 83(2007)-  28 40 40.40054(N)    082 29 10.46520(W) AD(2002.00) 0
 AE2664  ELLIP H (02/10/07)   -9.829  (m)                       GP(2002.00)    
 AE2664  NAD 83(1999)-  28 40 40.40078(N)    082 29 10.46530(W) AD(       ) 1
 AE2664  ELLIP H (05/31/01)   -9.841  (m)                       GP(       ) 4 1
 AE2664  NAD 83(1990)-  28 40 40.39910(N)    082 29 10.46465(W) AD(       ) 1
 AE2664  ELLIP H (08/18/97)   -9.913  (m)                       GP(       ) 4 1
 AE2664
 AE2664.Superseded values are not recommended for survey control.
 AE2664
 AE2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE2664.See file dsdata.pdf to determine how the superseded data were derived.
 AE2664
 AE2664_MARKER: DH = HORIZONTAL CONTROL DISK
 AE2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE2664_STAMPING: 02 95 A08
 AE2664_MARK LOGO: FLDT
 AE2664_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE2664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE2664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE2664+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE2664
 AE2664  HISTORY     - Date     Condition        Report By
 AE2664  HISTORY     - 1995     MONUMENTED       FLDT
 AE2664
 AE2664                          STATION DESCRIPTION
 AE2664
 AE2664'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1995
 AE2664'THE STATION IS LOCATED APPROXIMATELY 10.2 MI (16.4 KM) NORTHWEST OF
 AE2664'BROOKSVILLE, 14.5 MI (23.3 KM) SOUTHWEST OF INVERNESS, AND 16.8 MI
 AE2664'(27.0 KM) SOUTH-SOUTHEAST OF CRYSTAL RIVER.-- TO REACH THE STATION
 AE2664'FROM THE INTERSECTION OF US HIGHWAY 98 (ALSO KNOWN AS PONCE DE LEON
 AE2664'BOULEVARD AND STATE ROAD 700) AND STATE ROAD 50A, PROCEED NORTH, THEN
 AE2664'NORTHWEST, ON US HIGHWAY 98 FOR 10.7 MI (17.2 KM) TO THE STATION ON
 AE2664'THE LEFT, A BRASS FLORIDA DOT DISC SET IN THE TOP OF A 6-INCH DIAMETER
 AE2664'CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND.  THE
 AE2664'STATION IS 0.1 MI (0.2 KM) NORTHWEST OF THE ENTRANCE TO WORLD WOODS
 AE2664'GOLF RESORT, 56.0 FT (17.1 M) SOUTHWEST OF THE CENTERLINE OF US
 AE2664'HIGHWAY 98, 14.6 FT (4.5 M) NORTHEAST OF A BARBED WIRE FENCE, AND 14.0
 AE2664'FT (4.3 M) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2659 ***********************************************************************
 DO2659  DESIGNATION -  020
 DO2659  PID         -  DO2659
 DO2659  STATE/COUNTY-  FL/BROWARD
 DO2659  COUNTRY     -  US
 DO2659  USGS QUAD   -  POMPANO BEACH (2018)
 DO2659
 DO2659                         *CURRENT SURVEY CONTROL
 DO2659  ______________________________________________________________________
 DO2659* NAD 83(1986) POSITION- 26 12 41.     (N) 080 06 25.     (W)   SCALED
 DO2659* NAVD 88 ORTHO HEIGHT -     1.331 (meters)        4.37  (feet) ADJUSTED
 DO2659  ______________________________________________________________________
 DO2659  GEOID HEIGHT    -        -25.838 (meters)                     GEOID18
 DO2659  DYNAMIC HEIGHT  -          1.328 (meters)        4.36  (feet) COMP
 DO2659  MODELED GRAVITY -    979,067.7   (mgal)                       NAVD 88
 DO2659
 DO2659  VERT ORDER      -  SECOND    CLASS II
 DO2659
 DO2659.The horizontal coordinates were scaled from a map and have
 DO2659.an estimated accuracy of +/- 6 seconds.
 DO2659
 DO2659.The orthometric height was determined by differential leveling and
 DO2659.adjusted by the NATIONAL GEODETIC SURVEY
 DO2659.in December 2012.
 DO2659
 DO2659.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2659.GEOID18 height accuracy estimate available here.
 DO2659
 DO2659.Click photographs - Photos may exist for this station.
 DO2659
 DO2659.The dynamic height is computed by dividing the NAVD 88
 DO2659.geopotential number by the normal gravity value computed on the
 DO2659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2659.degrees latitude (g = 980.6199 gals.).
 DO2659
 DO2659.The modeled gravity was interpolated from observed gravity values.
 DO2659
 DO2659;                    North         East    Units  Estimated Accuracy
 DO2659;SPC FL E     -   208,340.      289,250.      MT  (+/- 180 meters Scaled)
 DO2659
 DO2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ892994(NAD 83)
 DO2659
 DO2659                          SUPERSEDED SURVEY CONTROL
 DO2659
 DO2659.No superseded survey control is available for this station.
 DO2659
 DO2659_MARKER: DB = BENCH MARK DISK
 DO2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2659_STAMPING: 020 2011
 DO2659_MARK LOGO: FL2570
 DO2659_PROJECTION: RECESSED 5 CENTIMETERS
 DO2659_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2659+STABILITY: SURFACE MOTION
 DO2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2659+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2019
 DO2659
 DO2659  HISTORY     - Date     Condition        Report By
 DO2659  HISTORY     - 20111222 MONUMENTED       STONER
 DO2659  HISTORY     - 20190927 GOOD             WSMI
 DO2659
 DO2659                          STATION DESCRIPTION
 DO2659
 DO2659'DESCRIBED BY STONER AND ASSOCIATES INC 2011 (DWS)
 DO2659'THE MARK IS ABOUT 9.3 MI (15.0 KM) SOUTHEAST OF WEST DIXIE BEND, 6.6
 DO2659'MI (10.6 KM) NORTH-NORTHEAST OF FORT LAUDERDALE, 2.1 MI (3.4 KM)
 DO2659'SOUTH-SOUTHEAST OF POMPANO BEACH, IN SECTION 12, TOWNSHIP 49 SOUTH,
 DO2659'RANGE 42 EAST.  OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2659'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2659'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO EAST ON EAST ATLANTIC
 DO2659'BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF FEDERAL HIGHWAY
 DO2659'(U.S. HIGHWAY 1).  TURN RIGHT ON SOUTH FEDERAL HIGHWAY (U.S. HIGHWAY
 DO2659'1) AND GO SOUTH FOR 1.4 MI (2.3 KM) TO THE MARK ON THE RIGHT, SET IN
 DO2659'THE TOP OF A 10-INCH (25 CM) ROUND CONCRETE MONUMENT RECESSED 0.2 FT
 DO2659'(6 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE
 DO2659'LEVEL OF SOUTH FEDERAL HIGHWAY (U.S. HIGHWAY 1).
 DO2659'
 DO2659'LOCATED 82.0 FT (25.0 M) WEST OF THE CENTERLINE OF SOUTH FEDERAL
 DO2659'HIGHWAY (U.S. HIGHWAY 1), 45.0 FT (13.7 M) SOUTH OF THE CENTERLINE OF
 DO2659'MCNAB ROAD, 18.8 FT (5.7 M) NORTHEAST OF A TRAFFIC SIGNAL POLE, 16.5
 DO2659'FT (5.0 M) SOUTHEAST OF A CONCRETE POWER POLE, 15.5 FT (4.7 M)
 DO2659'NORTHEAST OF THE EAST END OF A CVS PHARMACY SIGN, 9.3 FT (2.8 M)
 DO2659'SOUTHWEST OF A TRAFFIC SIGNAL POLE AND 1.2 FT (0.4 M) NORTHEAST OF A
 DO2659'CARSONITE WITNESS POST.
 DO2659'
 DO2659'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
 DO2659
 DO2659                          STATION RECOVERY (2019)
 DO2659
 DO2659'RECOVERY NOTE BY WHIDDEN SURVEYING AND MAPPING INC 2019 (DW)
 DO2659'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2660 ***********************************************************************
 DO2660  DESIGNATION -  021
 DO2660  PID         -  DO2660
 DO2660  STATE/COUNTY-  FL/BROWARD
 DO2660  COUNTRY     -  US
 DO2660  USGS QUAD   -  POMPANO BEACH (2018)
 DO2660
 DO2660                         *CURRENT SURVEY CONTROL
 DO2660  ______________________________________________________________________
 DO2660* NAD 83(1986) POSITION- 26 12 40.     (N) 080 07 11.     (W)   SCALED
 DO2660* NAVD 88 ORTHO HEIGHT -     3.340 (meters)       10.96  (feet) ADJUSTED
 DO2660  ______________________________________________________________________
 DO2660  GEOID HEIGHT    -        -25.794 (meters)                     GEOID18
 DO2660  DYNAMIC HEIGHT  -          3.335 (meters)       10.94  (feet) COMP
 DO2660  MODELED GRAVITY -    979,068.0   (mgal)                       NAVD 88
 DO2660
 DO2660  VERT ORDER      -  SECOND    CLASS II
 DO2660
 DO2660.The horizontal coordinates were scaled from a map and have
 DO2660.an estimated accuracy of +/- 6 seconds.
 DO2660
 DO2660.The orthometric height was determined by differential leveling and
 DO2660.adjusted by the NATIONAL GEODETIC SURVEY
 DO2660.in December 2012.
 DO2660
 DO2660.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2660.GEOID18 height accuracy estimate available here.
 DO2660
 DO2660.Click photographs - Photos may exist for this station.
 DO2660
 DO2660.The dynamic height is computed by dividing the NAVD 88
 DO2660.geopotential number by the normal gravity value computed on the
 DO2660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2660.degrees latitude (g = 980.6199 gals.).
 DO2660
 DO2660.The modeled gravity was interpolated from observed gravity values.
 DO2660
 DO2660;                    North         East    Units  Estimated Accuracy
 DO2660;SPC FL E     -   208,300.      287,970.      MT  (+/- 180 meters Scaled)
 DO2660
 DO2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ879993(NAD 83)
 DO2660
 DO2660                          SUPERSEDED SURVEY CONTROL
 DO2660
 DO2660.No superseded survey control is available for this station.
 DO2660
 DO2660_MARKER: DB = BENCH MARK DISK
 DO2660_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2660_SP_SET: WING WALL
 DO2660_STAMPING: 021 2011
 DO2660_MARK LOGO: FL2570
 DO2660_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2660+STABILITY: SURFACE MOTION
 DO2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2660+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2019
 DO2660
 DO2660  HISTORY     - Date     Condition        Report By
 DO2660  HISTORY     - 20120103 MONUMENTED       STONER
 DO2660  HISTORY     - 20190927 GOOD             WSMI
 DO2660
 DO2660                          STATION DESCRIPTION
 DO2660
 DO2660'DESCRIBED BY STONER AND ASSOCIATES INC 2012 (DWS)
 DO2660'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF WEST DIXIE BEND, 6.3
 DO2660'MI (10.1 KM) NORTH-NORTHEAST OF FORT LAUDERDALE, 1.8 MI (2.9 KM) SOUTH
 DO2660'OF POMPANO BEACH, IN SECTION 1, TOWNSHIP 49 SOUTH, RANGE 42 EAST.
 DO2660'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2660'
 DO2660'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2660'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO EAST ON EAST ATLANTIC
 DO2660'BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF FEDERAL HIGHWAY
 DO2660'(U.S. HIGHWAY 1).  TURN RIGHT ON SOUTH FEDERAL HIGHWAY (U.S. HIGHWAY
 DO2660'1) AND GO SOUTH FOR 1.4 MI (2.3 KM) TO THE INTERSECTION OF EAST MCNAB
 DO2660'ROAD ON THE RIGHT AND SOUTHEAST 15TH STREET ON THE LEFT.  TURN RIGHT
 DO2660'ON EAST MCNAB ROAD AND GO EAST FOR 0.8 MI (1.3 KM) TO THE MARK ON THE
 DO2660'RIGHT, SET FLUSH IN THE TOP OF THE NORTHEAST WING WALL OF THE BRIDGE
 DO2660'OVER THE CYPRESS CREEK CANAL.
 DO2660'
 DO2660'LOCATED 59.3 FT (18.1 M) NORTHEAST OF A CONCRETE POWER POLE NUMBER
 DO2660'85C11, 28.2 FT (8.6 M) SOUTHWEST OF A WOODEN POWER POLE, 24.5 FT (7.5
 DO2660'M) NORTH OF THE CENTERLINE OF EAST MCNAB ROAD AND 24.0 FT (7.3 M)
 DO2660'SOUTHWEST OF THE WEST END OF A CONCRETE WALK.
 DO2660
 DO2660                          STATION RECOVERY (2019)
 DO2660
 DO2660'RECOVERY NOTE BY WHIDDEN SURVEYING AND MAPPING INC 2019 (DW)
 DO2660'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG9279 ***********************************************************************
 DG9279  DESIGNATION -  02179002
 DG9279  PID         -  DG9279
 DG9279  STATE/COUNTY-  FL/PUTNAM
 DG9279  COUNTRY     -  US
 DG9279  USGS QUAD   -  RODMAN (2018)
 DG9279
 DG9279                         *CURRENT SURVEY CONTROL
 DG9279  ______________________________________________________________________
 DG9279* NAD 83(1986) POSITION- 29 31 32.     (N) 081 46 14.     (W)   SCALED
 DG9279* NAVD 88 ORTHO HEIGHT -     7.343 (meters)       24.09  (feet) ADJUSTED
 DG9279  ______________________________________________________________________
 DG9279  GEOID HEIGHT    -        -28.307 (meters)                     GEOID18
 DG9279  DYNAMIC HEIGHT  -          7.333 (meters)       24.06  (feet) COMP
 DG9279  MODELED GRAVITY -    979,277.3   (mgal)                       NAVD 88
 DG9279
 DG9279  VERT ORDER      -  SECOND    CLASS I
 DG9279
 DG9279.The horizontal coordinates were scaled from a map and have
 DG9279.an estimated accuracy of +/- 6 seconds.
 DG9279
 DG9279.The orthometric height was determined by differential leveling and
 DG9279.adjusted by the NATIONAL GEODETIC SURVEY
 DG9279.in June 2005.
 DG9279
 DG9279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9279.GEOID18 height accuracy estimate available here.
 DG9279
 DG9279.Click photographs - Photos may exist for this station.
 DG9279
 DG9279.The dynamic height is computed by dividing the NAVD 88
 DG9279.geopotential number by the normal gravity value computed on the
 DG9279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9279.degrees latitude (g = 980.6199 gals.).
 DG9279
 DG9279.The modeled gravity was interpolated from observed gravity values.
 DG9279
 DG9279;                    North         East    Units  Estimated Accuracy
 DG9279;SPC FL E     -   575,530.      125,300.      MT  (+/- 180 meters Scaled)
 DG9279
 DG9279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN253664(NAD 83)
 DG9279
 DG9279                          SUPERSEDED SURVEY CONTROL
 DG9279
 DG9279.No superseded survey control is available for this station.
 DG9279
 DG9279_MARKER: DD = SURVEY DISK
 DG9279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9279_STAMPING: 02-179-0-02
 DG9279_MARK LOGO: SJRWMD
 DG9279_PROJECTION: FLUSH
 DG9279_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9279+STABILITY: SURFACE MOTION
 DG9279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9279+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 DG9279
 DG9279  HISTORY     - Date     Condition        Report By
 DG9279  HISTORY     - 2002     MONUMENTED       SJRWMD
 DG9279  HISTORY     - 20030711 GOOD             FLDEP
 DG9279
 DG9279                          STATION DESCRIPTION
 DG9279
 DG9279'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9279'THE MARK IS ABOUT 22.0 MI NORTHEAST OF FORT MC COY, 12.1 MI
 DG9279'NORTH-NORTHWEST OF SALT  SPRINGS, IN SECTION 37, TOWNSHIP 11 SOUTH,
 DG9279'RANGE 25 EAST.
 DG9279'
 DG9279'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF COUNTY ROAD
 DG9279'316 AND STATE  ROAD 19 ON THE NORTH SIDE OF SALT SPRINGS, GO NORTH ON
 DG9279'STATE HIGHWAY 19 FOR 11.65 MI TO  THE JUNCTION OF NORTHEAST 203RD
 DG9279'AVENUE ON THE LEFT, TURN LEFT ON NORTHEAST 203RD  AVENUE AND GO
 DG9279'WESTERLY FOR 1.0 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A
 DG9279'ROUND  CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 DG9279'NORTHEAST 203RD  AVENUE.
 DG9279'
 DG9279'LOCATED 51.6 FT NORTH OF THE CENTERLINE OF NORTHEAST 203RD AVENUE,
 DG9279'26.7 FT EAST OF A  12-INCH PALM TREE, 9.3 FT EAST OF A 6-INCH OAK TREE
 DG9279'AND 0.8 FT SOUTH OF A SJRWMD WITNESS  POST.
 DG9279'
 DG9279'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DG9279'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG9278 ***********************************************************************
 DG9278  DESIGNATION -  02180002
 DG9278  PID         -  DG9278
 DG9278  STATE/COUNTY-  FL/PUTNAM
 DG9278  COUNTRY     -  US
 DG9278  USGS QUAD   -  RODMAN (2018)
 DG9278
 DG9278                         *CURRENT SURVEY CONTROL
 DG9278  ______________________________________________________________________
 DG9278* NAD 83(1986) POSITION- 29 31 24.     (N) 081 47 21.     (W)   SCALED
 DG9278* NAVD 88 ORTHO HEIGHT -     8.268 (meters)       27.13  (feet) ADJUSTED
 DG9278  ______________________________________________________________________
 DG9278  GEOID HEIGHT    -        -28.281 (meters)                     GEOID18
 DG9278  DYNAMIC HEIGHT  -          8.257 (meters)       27.09  (feet) COMP
 DG9278  MODELED GRAVITY -    979,278.7   (mgal)                       NAVD 88
 DG9278
 DG9278  VERT ORDER      -  SECOND    CLASS I
 DG9278
 DG9278.The horizontal coordinates were scaled from a map and have
 DG9278.an estimated accuracy of +/- 6 seconds.
 DG9278
 DG9278.The orthometric height was determined by differential leveling and
 DG9278.adjusted by the NATIONAL GEODETIC SURVEY
 DG9278.in June 2005.
 DG9278
 DG9278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9278.GEOID18 height accuracy estimate available here.
 DG9278
 DG9278.Click photographs - Photos may exist for this station.
 DG9278
 DG9278.The dynamic height is computed by dividing the NAVD 88
 DG9278.geopotential number by the normal gravity value computed on the
 DG9278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9278.degrees latitude (g = 980.6199 gals.).
 DG9278
 DG9278.The modeled gravity was interpolated from observed gravity values.
 DG9278
 DG9278;                    North         East    Units  Estimated Accuracy
 DG9278;SPC FL E     -   575,290.      123,500.      MT  (+/- 180 meters Scaled)
 DG9278
 DG9278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN235662(NAD 83)
 DG9278
 DG9278                          SUPERSEDED SURVEY CONTROL
 DG9278
 DG9278.No superseded survey control is available for this station.
 DG9278
 DG9278_MARKER: DD = SURVEY DISK
 DG9278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9278_STAMPING: 02-180-0-02
 DG9278_MARK LOGO: SJRWMD
 DG9278_PROJECTION: RECESSED 5 CENTIMETERS
 DG9278_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9278+STABILITY: SURFACE MOTION
 DG9278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9278+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 DG9278
 DG9278  HISTORY     - Date     Condition        Report By
 DG9278  HISTORY     - 2002     MONUMENTED       SJRWMD
 DG9278  HISTORY     - 20030711 GOOD             FLDEP
 DG9278
 DG9278                          STATION DESCRIPTION
 DG9278
 DG9278'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9278'THE MARK IS ABOUT 21.0 MI NORTHEAST OF FORT MC COY, 12.2 MI
 DG9278'NORTH-NORTHWEST OF SALT  SPRINGS, IN SECTION 37, TOWNSHIP 11 SOUTH,
 DG9278'RANGE 25 EAST.
 DG9278'
 DG9278'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF COUNTY ROAD
 DG9278'316 AND STATE  ROAD 19 ON THE NORTH SIDE OF SALT SPRINGS, GO NORTH ON
 DG9278'STATE HIGHWAY 19 FOR 11.65 MI TO  THE JUNCTION OF NORTHEAST 203RD
 DG9278'AVENUE ON THE LEFT, TURN LEFT ON NORTHEAST 203RD  AVENUE AND GO
 DG9278'WESTERLY FOR 2.1 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A
 DG9278'ROUND  CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND
 DG9278'AND BELOW THE LEVEL  OF NORTHEAST 203RD AVENUE.
 DG9278'
 DG9278'LOCATED 53.4 FT SOUTH OF THE CENTERLINE OF NORTHEAST 203RD AVENUE AND
 DG9278'1.0 FT NORTH OF A  SJRWMD WITNESS POST.
 DG9278'
 DG9278'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DG9278'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2661 ***********************************************************************
 DO2661  DESIGNATION -  022
 DO2661  PID         -  DO2661
 DO2661  STATE/COUNTY-  FL/BROWARD
 DO2661  COUNTRY     -  US
 DO2661  USGS QUAD   -  FORT LAUDERDALE NORTH (2018)
 DO2661
 DO2661                         *CURRENT SURVEY CONTROL
 DO2661  ______________________________________________________________________
 DO2661* NAD 83(1986) POSITION- 26 14 44.     (N) 080 08 21.     (W)   SCALED
 DO2661* NAVD 88 ORTHO HEIGHT -     3.647 (meters)       11.97  (feet) ADJUSTED
 DO2661  ______________________________________________________________________
 DO2661  GEOID HEIGHT    -        -25.747 (meters)                     GEOID18
 DO2661  DYNAMIC HEIGHT  -          3.641 (meters)       11.95  (feet) COMP
 DO2661  MODELED GRAVITY -    979,072.2   (mgal)                       NAVD 88
 DO2661
 DO2661  VERT ORDER      -  SECOND    CLASS II
 DO2661
 DO2661.The horizontal coordinates were scaled from a map and have
 DO2661.an estimated accuracy of +/- 6 seconds.
 DO2661
 DO2661.The orthometric height was determined by differential leveling and
 DO2661.adjusted by the NATIONAL GEODETIC SURVEY
 DO2661.in December 2012.
 DO2661
 DO2661.No vertical observational check was made to the station.
 DO2661
 DO2661.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2661.GEOID18 height accuracy estimate available here.
 DO2661
 DO2661.Click photographs - Photos may exist for this station.
 DO2661
 DO2661.The dynamic height is computed by dividing the NAVD 88
 DO2661.geopotential number by the normal gravity value computed on the
 DO2661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2661.degrees latitude (g = 980.6199 gals.).
 DO2661
 DO2661.The modeled gravity was interpolated from observed gravity values.
 DO2661
 DO2661;                    North         East    Units  Estimated Accuracy
 DO2661;SPC FL E     -   212,100.      286,000.      MT  (+/- 180 meters Scaled)
 DO2661
 DO2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK859031(NAD 83)
 DO2661
 DO2661                          SUPERSEDED SURVEY CONTROL
 DO2661
 DO2661.No superseded survey control is available for this station.
 DO2661
 DO2661_MARKER: DB = BENCH MARK DISK
 DO2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2661_STAMPING: 022 2011
 DO2661_MARK LOGO: FL2570
 DO2661_PROJECTION: RECESSED 5 CENTIMETERS
 DO2661_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2661
 DO2661  HISTORY     - Date     Condition        Report By
 DO2661  HISTORY     - 20120103 MONUMENTED       STONER
 DO2661
 DO2661                          STATION DESCRIPTION
 DO2661
 DO2661'DESCRIBED BY STONER AND ASSOCIATES INC 2012 (DWS)
 DO2661'THE MARK IS ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHWEST OF BOCA RATON, 6.2
 DO2661'MI (10.0 KM) SOUTHEAST OF WEST DIXIE BEND, 1.0 MI (1.6 KM)
 DO2661'WEST-NORTHWEST OF POMPANO BEACH, IN SECTION 34, TOWNSHIP 48 SOUTH,
 DO2661'RANGE 42 EAST.  OWNERSHIP IS BROWARD COUNTY TRANSPORTATION DEPARTMENT.
 DO2661'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2661'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO NORTH ON NORTH DIXIE HIGHWAY
 DO2661'FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF NW 15TH STREET ON THE LEFT,
 DO2661'TURN LEFT ON NW 15TH STREET AND GO WEST FOR 1.1 MI (1.8 KM) TO THE
 DO2661'MARK ON THE RIGHT, SET IN THE TOP OF A 10-INCH (25 CM) ROUND CONCRETE
 DO2661'MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.5
 DO2661'FT (15 CM) BELOW THE LEVEL OF NW 15TH STREET.
 DO2661'
 DO2661'LOCATED 74.8 FT (22.8 M) NORTHWEST OF A CONCRETE POWER POLE, 39.7 FT
 DO2661'(12.1 M) EAST OF THE EAST RAIL OF THE CSX RAIL ROAD, 24.6 FT (7.5 M)
 DO2661'SOUTH OF THE CENTERLINE OF NW 15TH STREET, 5.0 FT (1.5 M) NORTH OF THE
 DO2661'NORTH EDGE OF A CONCRETE SIDE WALK AND 1.2 FT (0.4 M) NORTH OF A
 DO2661'CARSONITE WITNESS POST.
 DO2661'
 DO2661'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2662 ***********************************************************************
 DO2662  DESIGNATION -  023
 DO2662  PID         -  DO2662
 DO2662  STATE/COUNTY-  FL/BROWARD
 DO2662  COUNTRY     -  US
 DO2662  USGS QUAD   -  FORT LAUDERDALE NORTH (2018)
 DO2662
 DO2662                         *CURRENT SURVEY CONTROL
 DO2662  ______________________________________________________________________
 DO2662* NAD 83(1986) POSITION- 26 14 45.     (N) 080 07 38.     (W)   SCALED
 DO2662* NAVD 88 ORTHO HEIGHT -     4.643 (meters)       15.23  (feet) ADJUSTED
 DO2662  ______________________________________________________________________
 DO2662  GEOID HEIGHT    -        -25.785 (meters)                     GEOID18
 DO2662  DYNAMIC HEIGHT  -          4.636 (meters)       15.21  (feet) COMP
 DO2662  MODELED GRAVITY -    979,072.3   (mgal)                       NAVD 88
 DO2662
 DO2662  VERT ORDER      -  SECOND    CLASS II
 DO2662
 DO2662.The horizontal coordinates were scaled from a map and have
 DO2662.an estimated accuracy of +/- 6 seconds.
 DO2662
 DO2662.The orthometric height was determined by differential leveling and
 DO2662.adjusted by the NATIONAL GEODETIC SURVEY
 DO2662.in December 2012.
 DO2662
 DO2662.No vertical observational check was made to the station.
 DO2662
 DO2662.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2662.GEOID18 height accuracy estimate available here.
 DO2662
 DO2662.Click photographs - Photos may exist for this station.
 DO2662
 DO2662.The dynamic height is computed by dividing the NAVD 88
 DO2662.geopotential number by the normal gravity value computed on the
 DO2662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2662.degrees latitude (g = 980.6199 gals.).
 DO2662
 DO2662.The modeled gravity was interpolated from observed gravity values.
 DO2662
 DO2662;                    North         East    Units  Estimated Accuracy
 DO2662;SPC FL E     -   212,140.      287,200.      MT  (+/- 180 meters Scaled)
 DO2662
 DO2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK871032(NAD 83)
 DO2662
 DO2662                          SUPERSEDED SURVEY CONTROL
 DO2662
 DO2662.No superseded survey control is available for this station.
 DO2662
 DO2662_MARKER: DB = BENCH MARK DISK
 DO2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2662_STAMPING: 023 2011
 DO2662_MARK LOGO: FL2570
 DO2662_PROJECTION: RECESSED 5 CENTIMETERS
 DO2662_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2662+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2012
 DO2662
 DO2662  HISTORY     - Date     Condition        Report By
 DO2662  HISTORY     - 20120103 MONUMENTED       STONER
 DO2662
 DO2662                          STATION DESCRIPTION
 DO2662
 DO2662'DESCRIBED BY STONER AND ASSOCIATES INC 2012 (DWS)
 DO2662'THE MARK IS ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHWEST OF BOCA RATON, 6.7
 DO2662'MI (10.8 KM) SOUTHEAST OF WEST DIXIE BEND, IN POMPANO BEACH, IN
 DO2662'SECTION 26, TOWNSHIP 48 SOUTH, RANGE 42 EAST.  OWNERSHIP IS BROWARD
 DO2662'COUNTY TRANSPORTATION DEPARTMENT.
 DO2662'
 DO2662'TO REACH THE MARK FROM THE INTERSECTION OF WEST ATLANTIC BOULEVARD AND
 DO2662'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO NORTH ON NORTH DIXIE HIGHWAY
 DO2662'FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF NW 15TH STREET ON THE LEFT,
 DO2662'TURN LEFT ON NW 15TH STREET AND GO WEST FOR 0.3 MI (0.5 KM) TO THE
 DO2662'MARK ON THE RIGHT, SET IN THE TOP OF A 10-INCH (25 CM) ROUND CONCRETE
 DO2662'MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DO2662'LEVEL WITH NW 15TH STREET.
 DO2662'
 DO2662'LOCATED 73.0 FT (22.3 M) WEST OF THE CENTERLINE OF ESTHER ROLLE AVENUE
 DO2662'(NW THIRD AVENUE), 55.0 FT (16.8 M) NORTHWEST OF A CONCRETE POWER
 DO2662'POLE, 35.1 FT (10.7 M) NORTH OF THE CENTERLINE OF NW 15TH STREET, 27.0
 DO2662'FT (8.2 M) SOUTHWEST OF A THE WEST END OF A CONCRETE SIGN, 5.0 FT (1.5
 DO2662'M) NORTH OF THE NORTH EDGE OF A CONCRETE SIDE WALK AND 1.0 FT (0.3 M)
 DO2662'SOUTH OF A CARSONITE WITNESS POST.
 DO2662'
 DO2662'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2663 ***********************************************************************
 DO2663  DESIGNATION -  024
 DO2663  PID         -  DO2663
 DO2663  STATE/COUNTY-  FL/BROWARD
 DO2663  COUNTRY     -  US
 DO2663  USGS QUAD   -  FORT LAUDERDALE NORTH (2018)
 DO2663
 DO2663                         *CURRENT SURVEY CONTROL
 DO2663  ______________________________________________________________________
 DO2663* NAD 83(1986) POSITION- 26 13 57.     (N) 080 07 31.     (W)   SCALED
 DO2663* NAVD 88 ORTHO HEIGHT -     4.190 (meters)       13.75  (feet) ADJUSTED
 DO2663  ______________________________________________________________________
 DO2663  GEOID HEIGHT    -        -25.785 (meters)                     GEOID18
 DO2663  DYNAMIC HEIGHT  -          4.184 (meters)       13.73  (feet) COMP
 DO2663  MODELED GRAVITY -    979,070.7   (mgal)                       NAVD 88
 DO2663
 DO2663  VERT ORDER      -  SECOND    CLASS II
 DO2663
 DO2663.The horizontal coordinates were scaled from a map and have
 DO2663.an estimated accuracy of +/- 6 seconds.
 DO2663
 DO2663.The orthometric height was determined by differential leveling and
 DO2663.adjusted by the NATIONAL GEODETIC SURVEY
 DO2663.in December 2012.
 DO2663
 DO2663.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2663.GEOID18 height accuracy estimate available here.
 DO2663
 DO2663.Click photographs - Photos may exist for this station.
 DO2663
 DO2663.The dynamic height is computed by dividing the NAVD 88
 DO2663.geopotential number by the normal gravity value computed on the
 DO2663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2663.degrees latitude (g = 980.6199 gals.).
 DO2663
 DO2663.The modeled gravity was interpolated from observed gravity values.
 DO2663
 DO2663;                    North         East    Units  Estimated Accuracy
 DO2663;SPC FL E     -   210,670.      287,400.      MT  (+/- 180 meters Scaled)
 DO2663
 DO2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873017(NAD 83)
 DO2663
 DO2663                          SUPERSEDED SURVEY CONTROL
 DO2663
 DO2663.No superseded survey control is available for this station.
 DO2663
 DO2663_MARKER: DB = BENCH MARK DISK
 DO2663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2663_STAMPING: 024 2011
 DO2663_MARK LOGO: FL2570
 DO2663_PROJECTION: RECESSED 5 CENTIMETERS
 DO2663_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2663+STABILITY: SURFACE MOTION
 DO2663_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2663+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2019
 DO2663
 DO2663  HISTORY     - Date     Condition        Report By
 DO2663  HISTORY     - 20120103 MONUMENTED       STONER
 DO2663  HISTORY     - 20140717 GOOD             GEOCAC
 DO2663  HISTORY     - 20190927 GOOD             WSMI
 DO2663
 DO2663                          STATION DESCRIPTION
 DO2663
 DO2663'DESCRIBED BY STONER AND ASSOCIATES INC 2012 (DWS)
 DO2663'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTH OF FORT LAUDERDALE, 7.4 MI
 DO2663'(11.9 KM) SOUTHEAST OF WEST DIXIE BEND, IN POMPANO BEACH, IN SECTION
 DO2663'35, TOWNSHIP 48 SOUTH, RANGE 42 EAST.  OWNERSHIP IS THE CITY OF
 DO2663'POMPANO BEACH.
 DO2663'
 DO2663'TO REACH THE MARK FROM THE INTERSECTION OF EAST ATLANTIC BOULEVARD AND
 DO2663'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO EAST ON EAST ATLANTIC
 DO2663'BOULEVARD FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF FIRST AVENUE.
 DO2663'TURN LEFT ON NORTHEAST FIRST AVENUE AND GO NORTH FOR 0.5 MI (0.8 KM)
 DO2663'TO THE INTERSECTION OF NORTHEAST FIRST STREET.  TURN LEFT ON NORTHEAST
 DO2663'FIRST STREET AND GO WEST FOR 0.5 MI (0.8 KM) TO A 90 DEGREE CURVE
 DO2663'RIGHT TO NORTH FLAGLER AVENUE.  TURN RIGHT ON NORTH FLAGLER AVENUE AND
 DO2663'GO NORTH FOR 50.0 FT (15.2 M) TO THE MARK ON THE LEFT, SET IN THE TOP
 DO2663'OF A 10-INCH (25 CM) ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM)
 DO2663'BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) ABOVE THE LEVEL OF
 DO2663'NORTH FLAGLER AVENUE.
 DO2663'
 DO2663'LOCATED 48.0 FT (14.6 M) WEST OF THE CENTERLINE OF NORTH FLAGLER
 DO2663'AVENUE, 45.0 FT (13.7 M) NORTH OF THE CENTERLINE OF NORTHEAST FIRST
 DO2663'STREET, 21.8 FT (6.6 M) EAST OF THE EAST RAIL OF THE F.E.C.  RAIL
 DO2663'ROAD, 19.7 FT (6.0 M) NORTHWEST OF A DRAINAGE CATCH BASIN, 8.9 FT (2.7
 DO2663'M) WEST OF THE WEST EDGE OF THE PAVEMENT OF THE PARKING LOT ALONG THE
 DO2663'WEST SIDE OF NORTH FLAGLER AVENUE, 5.6 FT (1.7 M) SOUTHEAST OF A SIGN
 DO2663'POLE AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DO2663'
 DO2663'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
 DO2663
 DO2663                          STATION RECOVERY (2014)
 DO2663
 DO2663'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 DO2663'RECOVERED IN GOOD CONDITION.
 DO2663
 DO2663                          STATION RECOVERY (2019)
 DO2663
 DO2663'RECOVERY NOTE BY WHIDDEN SURVEYING AND MAPPING INC 2019 (DW)
 DO2663'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2664 ***********************************************************************
 DO2664  DESIGNATION -  025
 DO2664  PID         -  DO2664
 DO2664  STATE/COUNTY-  FL/BROWARD
 DO2664  COUNTRY     -  US
 DO2664  USGS QUAD   -  POMPANO BEACH (2018)
 DO2664
 DO2664                         *CURRENT SURVEY CONTROL
 DO2664  ______________________________________________________________________
 DO2664* NAD 83(1986) POSITION- 26 14 29.     (N) 080 06 45.     (W)   SCALED
 DO2664* NAVD 88 ORTHO HEIGHT -     4.479 (meters)       14.69  (feet) ADJUSTED
 DO2664  ______________________________________________________________________
 DO2664  GEOID HEIGHT    -        -25.831 (meters)                     GEOID18
 DO2664  DYNAMIC HEIGHT  -          4.472 (meters)       14.67  (feet) COMP
 DO2664  MODELED GRAVITY -    979,071.5   (mgal)                       NAVD 88
 DO2664
 DO2664  VERT ORDER      -  SECOND    CLASS II
 DO2664
 DO2664.The horizontal coordinates were scaled from a map and have
 DO2664.an estimated accuracy of +/- 6 seconds.
 DO2664
 DO2664.The orthometric height was determined by differential leveling and
 DO2664.adjusted by the NATIONAL GEODETIC SURVEY
 DO2664.in December 2012.
 DO2664
 DO2664.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2664.GEOID18 height accuracy estimate available here.
 DO2664
 DO2664.Click photographs - Photos may exist for this station.
 DO2664
 DO2664.The dynamic height is computed by dividing the NAVD 88
 DO2664.geopotential number by the normal gravity value computed on the
 DO2664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2664.degrees latitude (g = 980.6199 gals.).
 DO2664
 DO2664.The modeled gravity was interpolated from observed gravity values.
 DO2664
 DO2664;                    North         East    Units  Estimated Accuracy
 DO2664;SPC FL E     -   211,660.      288,670.      MT  (+/- 180 meters Scaled)
 DO2664
 DO2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK886027(NAD 83)
 DO2664
 DO2664                          SUPERSEDED SURVEY CONTROL
 DO2664
 DO2664.No superseded survey control is available for this station.
 DO2664
 DO2664_MARKER: DB = BENCH MARK DISK
 DO2664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2664_STAMPING: 025 2011
 DO2664_MARK LOGO: FL2570
 DO2664_PROJECTION: RECESSED 5 CENTIMETERS
 DO2664_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2664+STABILITY: SURFACE MOTION
 DO2664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2664+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2012
 DO2664
 DO2664  HISTORY     - Date     Condition        Report By
 DO2664  HISTORY     - 20120103 MONUMENTED       STONER
 DO2664
 DO2664                          STATION DESCRIPTION
 DO2664
 DO2664'DESCRIBED BY STONER AND ASSOCIATES INC 2012 (DWS)
 DO2664'THE MARK IS ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHWEST OF BOCA RATON, 7.5
 DO2664'MI (12.1 KM) SOUTHEAST OF WEST DIXIE BEND, 0.8 MI (1.3 KM)
 DO2664'EAST-NORTHEAST OF POMPANO BEACH, IN SECTION 36, TOWNSHIP 48 SOUTH,
 DO2664'RANGE 42 EAST.  OWNERSHIP IS THE CITY OF POMPANO BEACH.
 DO2664'
 DO2664'TO REACH THE MARK FROM THE INTERSECTION OF EAST ATLANTIC BOULEVARD AND
 DO2664'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO EAST ON EAST ATLANTIC
 DO2664'BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF FEDERAL HIGHWAY
 DO2664'(U.S. HIGHWAY 1).  TURN LEFT ON NORTH FEDERAL HIGHWAY (U.S. HIGHWAY 1)
 DO2664'AND GO NORTH FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF NORTHEAST 10TH
 DO2664'STREET.  TURN LEFT ON NORTHEAST 10TH STREET AND GO WESTERLY FOR 0.7 MI
 DO2664'(1.1 KM) TO THE JUNCTION OF NORTHEAST 11TH AVENUE ON THE LEFT AND THE
 DO2664'MARK ON THE RIGHT, SET IN THE TOP OF A 10-INCH (25 CM) ROUND CONCRETE
 DO2664'MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.5
 DO2664'FT (15 CM) BELOW THE LEVEL OF NORTHEAST 10TH STREET.
 DO2664'
 DO2664'LOCATED 47.0 FT (14.3 M) NORTH OF THE CENTERLINE OF NORTHEAST 10TH
 DO2664'STREET, 34.5 FT (10.5 M) EAST OF A CONCRETE POWER POLE NUMBER
 DO2664'8-7888-3083-0-8, 6.6 FT (2.0 M) SOUTH OF A CHAIN LINK FENCE AND 1.4 FT
 DO2664'(0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DO2664'
 DO2664'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2665 ***********************************************************************
 DO2665  DESIGNATION -  026
 DO2665  PID         -  DO2665
 DO2665  STATE/COUNTY-  FL/BROWARD
 DO2665  COUNTRY     -  US
 DO2665  USGS QUAD   -  BOCA RATON (2018)
 DO2665
 DO2665                         *CURRENT SURVEY CONTROL
 DO2665  ______________________________________________________________________
 DO2665* NAD 83(1986) POSITION- 26 15 01.     (N) 080 05 28.     (W)   SCALED
 DO2665* NAVD 88 ORTHO HEIGHT -     1.717 (meters)        5.63  (feet) ADJUSTED
 DO2665  ______________________________________________________________________
 DO2665  GEOID HEIGHT    -        -25.913 (meters)                     GEOID18
 DO2665  DYNAMIC HEIGHT  -          1.714 (meters)        5.62  (feet) COMP
 DO2665  MODELED GRAVITY -    979,071.8   (mgal)                       NAVD 88
 DO2665
 DO2665  VERT ORDER      -  SECOND    CLASS II
 DO2665
 DO2665.The horizontal coordinates were scaled from a map and have
 DO2665.an estimated accuracy of +/- 6 seconds.
 DO2665
 DO2665.The orthometric height was determined by differential leveling and
 DO2665.adjusted by the NATIONAL GEODETIC SURVEY
 DO2665.in December 2012.
 DO2665
 DO2665.No vertical observational check was made to the station.
 DO2665
 DO2665.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2665.GEOID18 height accuracy estimate available here.
 DO2665
 DO2665.Click photographs - Photos may exist for this station.
 DO2665
 DO2665.The dynamic height is computed by dividing the NAVD 88
 DO2665.geopotential number by the normal gravity value computed on the
 DO2665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2665.degrees latitude (g = 980.6199 gals.).
 DO2665
 DO2665.The modeled gravity was interpolated from observed gravity values.
 DO2665
 DO2665;                    North         East    Units  Estimated Accuracy
 DO2665;SPC FL E     -   212,660.      290,800.      MT  (+/- 180 meters Scaled)
 DO2665
 DO2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK907037(NAD 83)
 DO2665
 DO2665                          SUPERSEDED SURVEY CONTROL
 DO2665
 DO2665.No superseded survey control is available for this station.
 DO2665
 DO2665_MARKER: DB = BENCH MARK DISK
 DO2665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO2665_STAMPING: 026 2011
 DO2665_MARK LOGO: FL2570
 DO2665_PROJECTION: RECESSED 5 CENTIMETERS
 DO2665_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DO2665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2665+STABILITY: SURFACE MOTION
 DO2665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2665+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2012
 DO2665
 DO2665  HISTORY     - Date     Condition        Report By
 DO2665  HISTORY     - 20120103 MONUMENTED       STONER
 DO2665
 DO2665                          STATION DESCRIPTION
 DO2665
 DO2665'DESCRIBED BY STONER AND ASSOCIATES INC 2012 (DWS)
 DO2665'THE MARK IS ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF WEST DIXIE BEND,
 DO2665'7.5 MI (12.1 KM) SOUTH OF BOCA RATON, 2.3 MI (3.7 KM) EAST-NORTHEAST
 DO2665'OF POMPANO BEACH, IN SECTION 30, TOWNSHIP 48 SOUTH, RANGE 43 EAST.
 DO2665'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2665'
 DO2665'TO REACH THE MARK FROM THE INTERSECTION OF EAST ATLANTIC BOULEVARD AND
 DO2665'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO EAST ON EAST ATLANTIC
 DO2665'BOULEVARD FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF FEDERAL HIGHWAY
 DO2665'(U.S. HIGHWAY 1), TURN LEFT ON NORTH FEDERAL HIGHWAY (U.S. HIGHWAY 1)
 DO2665'AND GO NORTH FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF NE 14TH STREET ON
 DO2665'THE RIGHT, TURN RIGHT ON NE 14TH STREET AND GO EAST FOR 0.6 MI (1.0
 DO2665'KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A 10-INCH (25 CM) ROUND
 DO2665'CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DO2665'AND 0.5 FT (15 CM) ABOVE THE LEVEL OF NE 14TH STREET.
 DO2665'
 DO2665'LOCATED 96.0 FT (29.3 M) NORTHWEST OF A DRAW BRIDGE SIGNAL POLE, 50.8
 DO2665'FT (15.5 M) NORTHEAST OF A METAL LIGHT POLE NUMBER 031, 50.0 FT (15.2
 DO2665'M) NORTH OF THE CENTERLINE OF NE 14TH STREET, 10.7 FT (3.3 M) NORTH OF
 DO2665'THE NORTH EDGE OF A CONCRETE SIDEWALK AND 1.3 FT (0.4 M) SOUTH OF A
 DO2665'CARSONITE WITNESS POST.
 DO2665'
 DO2665'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2666 ***********************************************************************
 DO2666  DESIGNATION -  027
 DO2666  PID         -  DO2666
 DO2666  STATE/COUNTY-  FL/BROWARD
 DO2666  COUNTRY     -  US
 DO2666  USGS QUAD   -  POMPANO BEACH (2018)
 DO2666
 DO2666                         *CURRENT SURVEY CONTROL
 DO2666  ______________________________________________________________________
 DO2666* NAD 83(1986) POSITION- 26 13 54.     (N) 080 05 40.     (W)   SCALED
 DO2666* NAVD 88 ORTHO HEIGHT -     1.724 (meters)        5.66  (feet) ADJUSTED
 DO2666  ______________________________________________________________________
 DO2666  GEOID HEIGHT    -        -25.892 (meters)                     GEOID18
 DO2666  DYNAMIC HEIGHT  -          1.722 (meters)        5.65  (feet) COMP
 DO2666  MODELED GRAVITY -    979,069.9   (mgal)                       NAVD 88
 DO2666
 DO2666  VERT ORDER      -  SECOND    CLASS II
 DO2666
 DO2666.The horizontal coordinates were scaled from a map and have
 DO2666.an estimated accuracy of +/- 6 seconds.
 DO2666
 DO2666.The orthometric height was determined by differential leveling and
 DO2666.adjusted by the NATIONAL GEODETIC SURVEY
 DO2666.in December 2012.
 DO2666
 DO2666.No vertical observational check was made to the station.
 DO2666
 DO2666.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2666.GEOID18 height accuracy estimate available here.
 DO2666
 DO2666.Click photographs - Photos may exist for this station.
 DO2666
 DO2666.The dynamic height is computed by dividing the NAVD 88
 DO2666.geopotential number by the normal gravity value computed on the
 DO2666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2666.degrees latitude (g = 980.6199 gals.).
 DO2666
 DO2666.The modeled gravity was interpolated from observed gravity values.
 DO2666
 DO2666;                    North         East    Units  Estimated Accuracy
 DO2666;SPC FL E     -   210,600.      290,480.      MT  (+/- 180 meters Scaled)
 DO2666
 DO2666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK904016(NAD 83)
 DO2666
 DO2666                          SUPERSEDED SURVEY CONTROL
 DO2666
 DO2666.No superseded survey control is available for this station.
 DO2666
 DO2666_STAMPING: 0027 2011
 DO2666_MARK LOGO: FL2570
 DO2666_PROJECTION: RECESSED 5 CENTIMETERS
 DO2666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2666+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2012
 DO2666
 DO2666  HISTORY     - Date     Condition        Report By
 DO2666  HISTORY     - 20120103 MONUMENTED       STONER
 DO2666  HISTORY     - 20191110 MARK NOT FOUND   GEOCAC
 DO2666
 DO2666                          STATION DESCRIPTION
 DO2666
 DO2666'DESCRIBED BY STONER AND ASSOCIATES INC 2012 (DWS)
 DO2666'THE MARK IS ABOUT 8.7 MI (14.0 KM) SOUTH OF BOCA RATON, 8.1 MI (13.0
 DO2666'KM) NORTH-NORTHEAST OF FORT LAUDERDALE, 1.9 MI (3.1 KM) EAST-SOUTHEAST
 DO2666'OF POMPANO BEACH, IN SECTION 6, TOWNSHIP 49 SOUTH, RANGE 43 EAST.
 DO2666'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DO2666'
 DO2666'TO REACH THE MARK FROM THE INTERSECTION OF EAST ATLANTIC BOULEVARD AND
 DO2666'NORTH DIXIE HIGHWAY IN POMPANO BEACH, GO EAST ON EAST ATLANTIC
 DO2666'BOULEVARD FOR 2.0 MI (3.2 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP
 DO2666'OF A 10-INCH (25 CM) ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM)
 DO2666'BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF
 DO2666'EAST ATLANTIC BOULEVARD.    LOCATED 75.0 FT (22.9 M) EAST OF THE
 DO2666'CENTERLINE OF SE 28TH AVENUE, 38.0 FT (11.6 M) SOUTH OF THE CENTERLINE
 DO2666'OF EAST ATLANTIC BOULEVARD, 32.5 FT (9.9 M) SOUTHWEST OF A DRAW BRIDGE
 DO2666'SIGNAL POLE, 11.8 FT (3.6 M) NORTHEAST OF A CONCRETE POWER POLE, 11.0
 DO2666'FT (3.4 M) SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK AND 1.0 FT
 DO2666'(0.3 M) NORTH OF A CARSONITE WITNESS POST.
 DO2666'
 DO2666'NOTE REBAR ROD IS IMBEDDED IN THE MONUMENT.
 DO2666
 DO2666                          STATION RECOVERY (2019)
 DO2666
 DO2666'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DO2666'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI1707 ***********************************************************************
 DI1707  DESIGNATION -  03 14 021 0
 DI1707  PID         -  DI1707
 DI1707  STATE/COUNTY-  FL/MARION
 DI1707  COUNTRY     -  US
 DI1707  USGS QUAD   -  LAKE MARY (2018)
 DI1707
 DI1707                         *CURRENT SURVEY CONTROL
 DI1707  ______________________________________________________________________
 DI1707* NAD 83(1986) POSITION- 29 06 25.     (N) 081 45 21.     (W)   SCALED
 DI1707* NAVD 88 ORTHO HEIGHT -    39.443 (meters)      129.41  (feet) ADJUSTED
 DI1707  ______________________________________________________________________
 DI1707  GEOID HEIGHT    -        -28.118 (meters)                     GEOID18
 DI1707  DYNAMIC HEIGHT  -         39.387 (meters)      129.22  (feet) COMP
 DI1707  MODELED GRAVITY -    979,231.9   (mgal)                       NAVD 88
 DI1707
 DI1707  VERT ORDER      -  FIRST     CLASS II
 DI1707
 DI1707.The horizontal coordinates were scaled from a map and have
 DI1707.an estimated accuracy of +/- 6 seconds.
 DI1707
 DI1707.The orthometric height was determined by differential leveling and
 DI1707.adjusted by the NATIONAL GEODETIC SURVEY
 DI1707.in July 2011.
 DI1707
 DI1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI1707.GEOID18 height accuracy estimate available here.
 DI1707
 DI1707.Click photographs - Photos may exist for this station.
 DI1707
 DI1707.The dynamic height is computed by dividing the NAVD 88
 DI1707.geopotential number by the normal gravity value computed on the
 DI1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI1707.degrees latitude (g = 980.6199 gals.).
 DI1707
 DI1707.The modeled gravity was interpolated from observed gravity values.
 DI1707
 DI1707;                    North         East    Units  Estimated Accuracy
 DI1707;SPC FL W     -   528,910.      223,770.      MT  (+/- 180 meters Scaled)
 DI1707
 DI1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN264200(NAD 83)
 DI1707
 DI1707                          SUPERSEDED SURVEY CONTROL
 DI1707
 DI1707.No superseded survey control is available for this station.
 DI1707
 DI1707_MARKER: DD = SURVEY DISK
 DI1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI1707_STAMPING: BM 03-14-021-0
 DI1707_MARK LOGO: SJRWMD
 DI1707_PROJECTION: RECESSED 8 CENTIMETERS
 DI1707_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DI1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI1707+STABILITY: SURFACE MOTION
 DI1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI1707+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 DI1707
 DI1707  HISTORY     - Date     Condition        Report By
 DI1707  HISTORY     - UNK      MONUMENTED       SJRWMD
 DI1707  HISTORY     - 20040415 GOOD             FLDEP
 DI1707  HISTORY     - 20040721 GOOD             FLDEP
 DI1707
 DI1707                          STATION DESCRIPTION
 DI1707
 DI1707'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BPJ)
 DI1707'THE MARK IS ABOUT 13.5 MI WEST-SOUTHWEST OF ASTOR, IN SECTION 18,
 DI1707'TOWNSHIP 16 SOUTH,  RANGE 26 EAST.
 DI1707'
 DI1707'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 40 AND STATE
 DI1707'ROAD 19, ABOUT 6.0  MI WEST OF ASTOR, GO WEST ON STATE ROAD 40 FOR 7.0
 DI1707'MI TO THE JUNCTION OF FOREST ROAD  NUMBER 588 ON THE LEFT, TURN LEFT
 DI1707'ON FOREST ROAD NUMBER 588 AND GO SOUTH FOR 4.85 MI TO  THE
 DI1707'INTERSECTION OF FOREST ROAD NUMBER 595 AND THE MARK ON THE RIGHT, SET
 DI1707'IN THE TOP OF  A ROUND CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE
 DI1707'LEVEL OF THE GROUND AND LEVEL  WITH FOREST ROAD NUMBER 588.
 DI1707'
 DI1707'LOCATED 48.0 FT WEST OF THE APPROXIMATE CENTERLINE OF FOREST ROAD
 DI1707'NUMBER 588, 36.7 FT  NORTH OF THE APPROXIMATE CENTERLINE OF FOREST
 DI1707'ROAD NUMBER 595, 1.3 FT EAST OF A  CARSONITE WITNESS POST AND 1.1 FT
 DI1707'SOUTH OF A METAL WITNESS POST.
 DI1707
 DI1707                          STATION RECOVERY (2004)
 DI1707
 DI1707'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 DI1707'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI6441 ***********************************************************************
 DI6441  DESIGNATION -  03 14 022 0
 DI6441  PID         -  DI6441
 DI6441  STATE/COUNTY-  FL/MARION
 DI6441  COUNTRY     -  US
 DI6441  USGS QUAD   -  LAKE MARY (2018)
 DI6441
 DI6441                         *CURRENT SURVEY CONTROL
 DI6441  ______________________________________________________________________
 DI6441* NAD 83(1986) POSITION- 29 06 25.     (N) 081 46 22.     (W)   SCALED
 DI6441* NAVD 88 ORTHO HEIGHT -    46.707 (meters)      153.24  (feet) ADJUSTED
 DI6441  ______________________________________________________________________
 DI6441  GEOID HEIGHT    -        -28.108 (meters)                     GEOID18
 DI6441  DYNAMIC HEIGHT  -         46.641 (meters)      153.02  (feet) COMP
 DI6441  MODELED GRAVITY -    979,232.7   (mgal)                       NAVD 88
 DI6441
 DI6441  VERT ORDER      -  SECOND    CLASS I
 DI6441
 DI6441.The horizontal coordinates were scaled from a map and have
 DI6441.an estimated accuracy of +/- 6 seconds.
 DI6441
 DI6441.The orthometric height was determined by differential leveling and
 DI6441.adjusted by the NATIONAL GEODETIC SURVEY
 DI6441.in July 2011.
 DI6441
 DI6441.No vertical observational check was made to the station.
 DI6441
 DI6441.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6441.GEOID18 height accuracy estimate available here.
 DI6441
 DI6441.Click photographs - Photos may exist for this station.
 DI6441
 DI6441.The dynamic height is computed by dividing the NAVD 88
 DI6441.geopotential number by the normal gravity value computed on the
 DI6441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6441.degrees latitude (g = 980.6199 gals.).
 DI6441
 DI6441.The modeled gravity was interpolated from observed gravity values.
 DI6441
 DI6441;                    North         East    Units  Estimated Accuracy
 DI6441;SPC FL W     -   528,900.      222,120.      MT  (+/- 180 meters Scaled)
 DI6441
 DI6441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN248200(NAD 83)
 DI6441
 DI6441                          SUPERSEDED SURVEY CONTROL
 DI6441
 DI6441.No superseded survey control is available for this station.
 DI6441
 DI6441_MARKER: DD = SURVEY DISK
 DI6441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6441_STAMPING: BM 03-14-022-0
 DI6441_MARK LOGO: SJRWMD
 DI6441_PROJECTION: PROJECTING 5 CENTIMETERS
 DI6441_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6441+STABILITY: SURFACE MOTION
 DI6441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6441+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 DI6441
 DI6441  HISTORY     - Date     Condition        Report By
 DI6441  HISTORY     - UNK      MONUMENTED       SJRWMD
 DI6441  HISTORY     - 20040721 GOOD             FLDEP
 DI6441
 DI6441                          STATION DESCRIPTION
 DI6441
 DI6441'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI6441'THE MARK IS ABOUT 14.8 MI NORTHEAST OF OKLAWAHA, 14.5 MI SOUTHWEST OF
 DI6441'ASTOR, IN SECTION  14, TOWNSHIP 16 SOUTH, RANGE 25 EAST.
 DI6441'
 DI6441'TO REACH THE MARK FROM THE T-JUNCTION OF COUNTY ROAD 25 AND COUNTY
 DI6441'ROAD 464C  (SOUTHEAST 135 AVENUE) IN OKLAWAHA, GO NORTH ON COUNTY ROAD
 DI6441'464C (SOUTHEAST 135  AVENUE) FOR 4.5 MI TO THE T-JUNCTION OF COUNTY
 DI6441'ROAD 314A ON THE LEFT AND SOUTHEAST 95TH  STREET ROAD ON THE RIGHT,
 DI6441'TURN RIGHT ON SOUTHEAST 95TH STREET ROAD AND GO EAST FOR  1.1 MI TO
 DI6441'THE JUNCTION OF SOUTHEAST 180TH AVENUE ROAD ON THE LEFT, TURN LEFT ON
 DI6441'SOUTHEAST 180TH AVENUE ROAD AND GO NORTH FOR 2.0 MI TO THE Y-JUNCTION
 DI6441'OF SOUTHEAST  183RD AVENUE, BEAR RIGHT ON SOUTHEAST 183RD AVENUE AND
 DI6441'GO NORTHEAST FOR 0.7 MI TO THE  JUNCTION OF FOREST ROAD 595 ON THE
 DI6441'RIGHT, TURN RIGHT ON FOREST ROAD 595 AND GO  SOUTHERLY THEN EAST FOR
 DI6441'4.85 MI TO THE JUNCTION OF FOREST ROAD 595D AND THE MARK ON  THE LEFT,
 DI6441'SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.6 FT BELOW THE LEVEL
 DI6441'OF  THE GROUND AND BELOW THE LEVEL OF FOREST ROAD 595.
 DI6441'
 DI6441'LOCATED 13.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF FOREST ROAD
 DI6441'595, 10.0 FT WEST OF  THE APPROXIMATE CENTERLINE OF FOREST ROAD 595D
 DI6441'AND 1.6 FT SOUTHEAST OF A WOODEN POST  WITH A SJRWMD SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI6442 ***********************************************************************
 DI6442  DESIGNATION -  03 14 023 0
 DI6442  PID         -  DI6442
 DI6442  STATE/COUNTY-  FL/MARION
 DI6442  COUNTRY     -  US
 DI6442  USGS QUAD   -  LAKE MARY (2018)
 DI6442
 DI6442                         *CURRENT SURVEY CONTROL
 DI6442  ______________________________________________________________________
 DI6442* NAD 83(1986) POSITION- 29 06 25.     (N) 081 47 20.     (W)   SCALED
 DI6442* NAVD 88 ORTHO HEIGHT -    44.196 (meters)      145.00  (feet) ADJUSTED
 DI6442  ______________________________________________________________________
 DI6442  GEOID HEIGHT    -        -28.101 (meters)                     GEOID18
 DI6442  DYNAMIC HEIGHT  -         44.133 (meters)      144.79  (feet) COMP
 DI6442  MODELED GRAVITY -    979,233.1   (mgal)                       NAVD 88
 DI6442
 DI6442  VERT ORDER      -  SECOND    CLASS I
 DI6442
 DI6442.The horizontal coordinates were scaled from a map and have
 DI6442.an estimated accuracy of +/- 6 seconds.
 DI6442
 DI6442.The orthometric height was determined by differential leveling and
 DI6442.adjusted by the NATIONAL GEODETIC SURVEY
 DI6442.in July 2011.
 DI6442
 DI6442.No vertical observational check was made to the station.
 DI6442
 DI6442.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6442.GEOID18 height accuracy estimate available here.
 DI6442
 DI6442.Click photographs - Photos may exist for this station.
 DI6442
 DI6442.The dynamic height is computed by dividing the NAVD 88
 DI6442.geopotential number by the normal gravity value computed on the
 DI6442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6442.degrees latitude (g = 980.6199 gals.).
 DI6442
 DI6442.The modeled gravity was interpolated from observed gravity values.
 DI6442
 DI6442;                    North         East    Units  Estimated Accuracy
 DI6442;SPC FL W     -   528,900.      220,550.      MT  (+/- 180 meters Scaled)
 DI6442
 DI6442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN232200(NAD 83)
 DI6442
 DI6442                          SUPERSEDED SURVEY CONTROL
 DI6442
 DI6442.No superseded survey control is available for this station.
 DI6442
 DI6442_MARKER: DD = SURVEY DISK
 DI6442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI6442_STAMPING: BM 03-14-023-0
 DI6442_MARK LOGO: SJRWMD
 DI6442_PROJECTION: RECESSED 8 CENTIMETERS
 DI6442_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6442+STABILITY: SURFACE MOTION
 DI6442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6442+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 DI6442
 DI6442  HISTORY     - Date     Condition        Report By
 DI6442  HISTORY     - UNK      MONUMENTED       SJRWMD
 DI6442  HISTORY     - 20040721 GOOD             FLDEP
 DI6442
 DI6442                          STATION DESCRIPTION
 DI6442
 DI6442'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI6442'THE MARK IS ABOUT 15.5 MI SOUTHWEST OF ASTOR, 13.8 MI NORTHEAST OF
 DI6442'OKLAWAHA, IN SECTION  15, TOWNSHIP 16 SOUTH, RANGE 25 EAST.
 DI6442'
 DI6442'TO REACH THE MARK FROM THE T-JUNCTION OF COUNTY ROAD 25 AND COUNTY
 DI6442'ROAD 464C  (SOUTHEAST 135 AVENUE) IN OKLAWAHA, GO NORTH ON COUNTY ROAD
 DI6442'464C (SOUTHEAST 135  AVENUE) FOR 4.5 MI TO THE T-JUNCTION OF COUNTY
 DI6442'ROAD 314A ON THE LEFT AND SOUTHEAST 95TH  STREET ROAD ON THE RIGHT,
 DI6442'TURN RIGHT ON SOUTHEAST 95TH STREET ROAD AND GO EAST FOR  1.1 MI TO
 DI6442'THE JUNCTION OF SOUTHEAST 180TH AVENUE ROAD ON THE LEFT, TURN LEFT ON
 DI6442'SOUTHEAST 180TH AVENUE ROAD AND GO NORTH FOR 2.0 MI TO THE Y-JUNCTION
 DI6442'OF SOUTHEAST  183RD AVENUE, BEAR RIGHT ON SOUTHEAST 183RD AVENUE AND
 DI6442'GO NORTHEAST FOR 0.7 MI TO THE  JUNCTION OF FOREST ROAD 595 ON THE
 DI6442'RIGHT, TURN RIGHT ON FOREST ROAD 595 AND GO  SOUTHERLY THEN EAST FOR
 DI6442'3.85 MI TO THE JUNCTION OF FOREST ROAD 523 AND THE MARK ON THE  LEFT,
 DI6442'SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE LEVEL
 DI6442'OF THE  GROUND AND BELOW THE LEVEL OF FOREST ROAD 595.
 DI6442'
 DI6442'LOCATED 31.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF FOREST ROAD
 DI6442'595, 40.0 FT WEST OF  THE APPROXIMATE CENTERLINE OF FOREST ROAD 523
 DI6442'AND 1.2 FT SOUTHEAST OF A WOODEN POST  WITH A SJRWMD SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH1952 ***********************************************************************
 AH1952  DESIGNATION -  03 87 A37
 AH1952  PID         -  AH1952
 AH1952  STATE/COUNTY-  FL/COLLIER
 AH1952  COUNTRY     -  US
 AH1952  USGS QUAD   -  MILES CITY (2018)
 AH1952
 AH1952                         *CURRENT SURVEY CONTROL
 AH1952  ______________________________________________________________________
 AH1952* NAD 83(1986) POSITION- 26 10 03.     (N) 081 20 39.     (W)   SCALED
 AH1952* NAVD 88 ORTHO HEIGHT -     4.736 (meters)       15.54  (feet) ADJUSTED
 AH1952  ______________________________________________________________________
 AH1952  GEOID HEIGHT    -        -24.258 (meters)                     GEOID18
 AH1952  DYNAMIC HEIGHT  -          4.728 (meters)       15.51  (feet) COMP
 AH1952  MODELED GRAVITY -    979,036.3   (mgal)                       NAVD 88
 AH1952
 AH1952  VERT ORDER      -  SECOND    CLASS II
 AH1952
 AH1952.The horizontal coordinates were scaled from a map and have
 AH1952.an estimated accuracy of +/- 6 seconds.
 AH1952
 AH1952.The orthometric height was determined by differential leveling and
 AH1952.adjusted by the NATIONAL GEODETIC SURVEY
 AH1952.in December 2001.
 AH1952
 AH1952.No vertical observational check was made to the station.
 AH1952
 AH1952.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH1952.GEOID18 height accuracy estimate available here.
 AH1952
 AH1952.Click photographs - Photos may exist for this station.
 AH1952
 AH1952.The dynamic height is computed by dividing the NAVD 88
 AH1952.geopotential number by the normal gravity value computed on the
 AH1952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1952.degrees latitude (g = 980.6199 gals.).
 AH1952
 AH1952.The modeled gravity was interpolated from observed gravity values.
 AH1952
 AH1952;                    North         East    Units  Estimated Accuracy
 AH1952;SPC FL E     -   203,220.      165,590.      MT  (+/- 180 meters Scaled)
 AH1952
 AH1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ656942(NAD 83)
 AH1952
 AH1952                          SUPERSEDED SURVEY CONTROL
 AH1952
 AH1952.No superseded survey control is available for this station.
 AH1952
 AH1952_MARKER: DD = SURVEY DISK
 AH1952_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AH1952_STAMPING: 03 87 A37
 AH1952_MARK LOGO: FLDT
 AH1952_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1952
 AH1952  HISTORY     - Date     Condition        Report By
 AH1952  HISTORY     - 1987     MONUMENTED       FLDT
 AH1952  HISTORY     - 19940220 GOOD             FLDT
 AH1952  HISTORY     - 20140619 MARK NOT FOUND   FL-021
 AH1952
 AH1952                          STATION DESCRIPTION
 AH1952
 AH1952'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AH1952'STATION IS LOCATED APPROXIMATELY 28 MILES (45.1 KM) EAST OF NAPLES, IN
 AH1952'THE MEDIAN OF STATE ROAD 29. TO REACH THE STATION FROM THE WEST TOLL
 AH1952'BOOTH ON INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY) AT NAPLES, PROCEED
 AH1952'EAST 19.6 MILES (31.5 KM) ON INTERSTATE HIGHWAY 75 TO THE STATE ROAD
 AH1952'29 OVERPASS, PROCEED NORTH ON STATE ROAD 29 FOR 1.0 MILE (1.6 KM) AND
 AH1952'THE STATION. STATION IS RECESSED 6 INCHES, 2.6 FEET (0.8 M) WEST OF A
 AH1952'METAL GUARDRAIL, 3.0 FEET (0.9 M) WEST OF A METAL WITNESS POST AND
 AH1952'13.5 FEET (4.1 M) EAST OF THE CENTER OF STATE ROAD 29.
 AH1952
 AH1952                          STATION RECOVERY (2014)
 AH1952
 AH1952'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AH1952'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH1954 ***********************************************************************
 AH1954  DESIGNATION -  03 87 A38
 AH1954  PID         -  AH1954
 AH1954  STATE/COUNTY-  FL/COLLIER
 AH1954  COUNTRY     -  US
 AH1954  USGS QUAD   -  MILES CITY (2018)
 AH1954
 AH1954                         *CURRENT SURVEY CONTROL
 AH1954  ______________________________________________________________________
 AH1954* NAD 83(1986) POSITION- 26 10 31.     (N) 081 20 39.     (W)   SCALED
 AH1954* NAVD 88 ORTHO HEIGHT -     5.064 (meters)       16.61  (feet) ADJUSTED
 AH1954  ______________________________________________________________________
 AH1954  GEOID HEIGHT    -        -24.267 (meters)                     GEOID18
 AH1954  DYNAMIC HEIGHT  -          5.056 (meters)       16.59  (feet) COMP
 AH1954  MODELED GRAVITY -    979,036.9   (mgal)                       NAVD 88
 AH1954
 AH1954  VERT ORDER      -  SECOND    CLASS II
 AH1954
 AH1954.The horizontal coordinates were scaled from a map and have
 AH1954.an estimated accuracy of +/- 6 seconds.
 AH1954
 AH1954.The orthometric height was determined by differential leveling and
 AH1954.adjusted by the NATIONAL GEODETIC SURVEY
 AH1954.in December 2001.
 AH1954
 AH1954.No vertical observational check was made to the station.
 AH1954
 AH1954.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH1954.GEOID18 height accuracy estimate available here.
 AH1954
 AH1954.Click photographs - Photos may exist for this station.
 AH1954
 AH1954.The dynamic height is computed by dividing the NAVD 88
 AH1954.geopotential number by the normal gravity value computed on the
 AH1954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1954.degrees latitude (g = 980.6199 gals.).
 AH1954
 AH1954.The modeled gravity was interpolated from observed gravity values.
 AH1954
 AH1954;                    North         East    Units  Estimated Accuracy
 AH1954;SPC FL E     -   204,080.      165,600.      MT  (+/- 180 meters Scaled)
 AH1954
 AH1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ656951(NAD 83)
 AH1954
 AH1954                          SUPERSEDED SURVEY CONTROL
 AH1954
 AH1954.No superseded survey control is available for this station.
 AH1954
 AH1954_MARKER: DD = SURVEY DISK
 AH1954_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AH1954_STAMPING: 03 87 A38
 AH1954_MARK LOGO: FLDT
 AH1954_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1954
 AH1954  HISTORY     - Date     Condition        Report By
 AH1954  HISTORY     - 1987     MONUMENTED       FLDT
 AH1954  HISTORY     - 19940220 GOOD             FLDT
 AH1954  HISTORY     - 20140619 MARK NOT FOUND   FL-021
 AH1954
 AH1954                          STATION DESCRIPTION
 AH1954
 AH1954'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AH1954'STATION IS LOCATED APPROXIMATELY 28.0 MILES (45.1 KM) NORTHEAST OF
 AH1954'NAPLES, IS IN EAST SHOULDER OF STATE ROAD 29. TO REACH STATION FROM
 AH1954'INTERSECTION OF STATE ROAD 29 AND INTERSTATE HIGHWAY 75, PROCEED 1.25
 AH1954'MILES (2.01 KM) NORTH ALONG STATE ROAD 29 TO STATION. STATION IS
 AH1954'RECESSED 4 INCHES, 1.8 FEET (0.5 M) WEST OF A METAL GUARDRAIL, 2.3
 AH1954'FEET (0.7 M) WEST OF A METAL WITNESS POST AND 13.3 FEET (4.1 M) EAST
 AH1954'OF THE CENTER OF STATE ROAD 29 NORTH.
 AH1954
 AH1954                          STATION RECOVERY (2014)
 AH1954
 AH1954'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AH1954'DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH1955 ***********************************************************************
 AH1955  DESIGNATION -  03 87 A39
 AH1955  PID         -  AH1955
 AH1955  STATE/COUNTY-  FL/COLLIER
 AH1955  COUNTRY     -  US
 AH1955  USGS QUAD   -  MILES CITY (2018)
 AH1955
 AH1955                         *CURRENT SURVEY CONTROL
 AH1955  ______________________________________________________________________
 AH1955* NAD 83(1986) POSITION- 26 10 56.     (N) 081 20 39.     (W)   SCALED
 AH1955* NAVD 88 ORTHO HEIGHT -     5.708 (meters)       18.73  (feet) ADJUSTED
 AH1955  ______________________________________________________________________
 AH1955  GEOID HEIGHT    -        -24.276 (meters)                     GEOID18
 AH1955  DYNAMIC HEIGHT  -          5.698 (meters)       18.69  (feet) COMP
 AH1955  MODELED GRAVITY -    979,037.4   (mgal)                       NAVD 88
 AH1955
 AH1955  VERT ORDER      -  SECOND    CLASS II
 AH1955
 AH1955.The horizontal coordinates were scaled from a map and have
 AH1955.an estimated accuracy of +/- 6 seconds.
 AH1955
 AH1955.The orthometric height was determined by differential leveling and
 AH1955.adjusted by the NATIONAL GEODETIC SURVEY
 AH1955.in December 2001.
 AH1955
 AH1955.No vertical observational check was made to the station.
 AH1955
 AH1955.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH1955.GEOID18 height accuracy estimate available here.
 AH1955
 AH1955.Click photographs - Photos may exist for this station.
 AH1955
 AH1955.The dynamic height is computed by dividing the NAVD 88
 AH1955.geopotential number by the normal gravity value computed on the
 AH1955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1955.degrees latitude (g = 980.6199 gals.).
 AH1955
 AH1955.The modeled gravity was interpolated from observed gravity values.
 AH1955
 AH1955;                    North         East    Units  Estimated Accuracy
 AH1955;SPC FL E     -   204,850.      165,600.      MT  (+/- 180 meters Scaled)
 AH1955
 AH1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ656959(NAD 83)
 AH1955
 AH1955                          SUPERSEDED SURVEY CONTROL
 AH1955
 AH1955.No superseded survey control is available for this station.
 AH1955
 AH1955_MARKER: DD = SURVEY DISK
 AH1955_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AH1955_STAMPING: 03 87 A39
 AH1955_MARK LOGO: FLDT
 AH1955_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1955
 AH1955  HISTORY     - Date     Condition        Report By
 AH1955  HISTORY     - 1987     MONUMENTED       FLDT
 AH1955  HISTORY     - 19940220 GOOD             FLDT
 AH1955  HISTORY     - 20140624 MARK NOT FOUND   FL-021
 AH1955
 AH1955                          STATION DESCRIPTION
 AH1955
 AH1955'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AH1955'STATION IS LOCATED APPROXIMATELY 28.0 MILES (45.1 KM) NORTHEAST OF
 AH1955'NAPLES, IS IN EAST SHOULDER OF STATE ROAD 29. TO REACH STATION FROM
 AH1955'INTERSECTION OF STATE ROAD 29 AND INTERSTATE HIGHWAY 75, PROCEED 1.75
 AH1955'MILES (2.82 KM) NORTH ALONG STATE ROAD 29 TO STATION. STATION IS
 AH1955'RECESSED 4 INCHES, 2.4 FEET (0.7 M) WEST OF A METAL GUARDRAIL, 3.0
 AH1955'FEET (0.9 M) WEST OF A METAL WITNESS POST AND 12.5 FEET (3.8 M) EAST
 AH1955'OF THE CENTER OF STATE ROAD 29 NORTH.
 AH1955
 AH1955                          STATION RECOVERY (2014)
 AH1955
 AH1955'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AH1955'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH1957 ***********************************************************************
 AH1957  DESIGNATION -  03 87 A40
 AH1957  PID         -  AH1957
 AH1957  STATE/COUNTY-  FL/COLLIER
 AH1957  COUNTRY     -  US
 AH1957  USGS QUAD   -  MILES CITY (2018)
 AH1957
 AH1957                         *CURRENT SURVEY CONTROL
 AH1957  ______________________________________________________________________
 AH1957* NAD 83(1986) POSITION- 26 11 26.     (N) 081 20 39.     (W)   SCALED
 AH1957* NAVD 88 ORTHO HEIGHT -     5.607 (meters)       18.40  (feet) ADJUSTED
 AH1957  ______________________________________________________________________
 AH1957  GEOID HEIGHT    -        -24.286 (meters)                     GEOID18
 AH1957  DYNAMIC HEIGHT  -          5.597 (meters)       18.36  (feet) COMP
 AH1957  MODELED GRAVITY -    979,037.9   (mgal)                       NAVD 88
 AH1957
 AH1957  VERT ORDER      -  SECOND    CLASS II
 AH1957
 AH1957.The horizontal coordinates were scaled from a map and have
 AH1957.an estimated accuracy of +/- 6 seconds.
 AH1957
 AH1957.The orthometric height was determined by differential leveling and
 AH1957.adjusted by the NATIONAL GEODETIC SURVEY
 AH1957.in December 2001.
 AH1957
 AH1957.No vertical observational check was made to the station.
 AH1957
 AH1957.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH1957.GEOID18 height accuracy estimate available here.
 AH1957
 AH1957.Click photographs - Photos may exist for this station.
 AH1957
 AH1957.The dynamic height is computed by dividing the NAVD 88
 AH1957.geopotential number by the normal gravity value computed on the
 AH1957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1957.degrees latitude (g = 980.6199 gals.).
 AH1957
 AH1957.The modeled gravity was interpolated from observed gravity values.
 AH1957
 AH1957;                    North         East    Units  Estimated Accuracy
 AH1957;SPC FL E     -   205,770.      165,600.      MT  (+/- 180 meters Scaled)
 AH1957
 AH1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ656968(NAD 83)
 AH1957
 AH1957                          SUPERSEDED SURVEY CONTROL
 AH1957
 AH1957.No superseded survey control is available for this station.
 AH1957
 AH1957_MARKER: DD = SURVEY DISK
 AH1957_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AH1957_STAMPING: 03 87 A40
 AH1957_MARK LOGO: FLDT
 AH1957_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH1957
 AH1957  HISTORY     - Date     Condition        Report By
 AH1957  HISTORY     - 1987     MONUMENTED       FLDT
 AH1957  HISTORY     - 19940220 GOOD             FLDT
 AH1957  HISTORY     - 20140624 MARK NOT FOUND   FL-021
 AH1957
 AH1957                          STATION DESCRIPTION
 AH1957
 AH1957'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AH1957'STATION IS LOCATED APPROXIMATELY 28.0 MILES (45.1 KM) NORTHEAST OF
 AH1957'NAPLES, IS IN EAST SHOULDER OF STATE ROAD 29. TO REACH STATION FROM
 AH1957'INTERSECTION OF STATE ROAD 29 AND INTERSTATE HIGHWAY 75, PROCEED 2.35
 AH1957'MILES (3.78 KM) NORTH ALONG STATE ROAD 29 TO STATION. STATION IS
 AH1957'RECESSED 3 INCHES, 2.4 FEET (0.7 M) WEST OF A METAL GUARDRAIL, 3.0
 AH1957'FEET (0.9 M) WEST OF METAL WITNESS POST AND 13.0 FEET (4.0 M) EAST OF
 AH1957'THE CENTER OF STATE ROAD 29.
 AH1957
 AH1957                          STATION RECOVERY (2014)
 AH1957
 AH1957'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AH1957'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7324 ***********************************************************************
 AJ7324  DESIGNATION -  03 87 A42
 AJ7324  PID         -  AJ7324
 AJ7324  STATE/COUNTY-  FL/COLLIER
 AJ7324  COUNTRY     -  US
 AJ7324  USGS QUAD   -  MILES CITY (2018)
 AJ7324
 AJ7324                         *CURRENT SURVEY CONTROL
 AJ7324  ______________________________________________________________________
 AJ7324* NAD 83(2011) POSITION- 26 12 18.84003(N) 081 20 45.99336(W)   ADJUSTED
 AJ7324* NAD 83(2011) ELLIP HT-   -18.842 (meters)        (06/27/12)   ADJUSTED
 AJ7324* NAD 83(2011) EPOCH   -  2010.00
 AJ7324* NAVD 88 ORTHO HEIGHT -     5.462 (meters)       17.92  (feet) ADJUSTED
 AJ7324  ______________________________________________________________________
 AJ7324  GEOID HEIGHT    -        -24.299 (meters)                     GEOID18
 AJ7324  NAD 83(2011) X  -    861,609.510 (meters)                     COMP
 AJ7324  NAD 83(2011) Y  - -5,661,109.212 (meters)                     COMP
 AJ7324  NAD 83(2011) Z  -  2,799,472.251 (meters)                     COMP
 AJ7324  LAPLACE CORR    -         -2.12  (seconds)                    DEFLEC18
 AJ7324  DYNAMIC HEIGHT  -          5.453 (meters)       17.89  (feet) COMP
 AJ7324  MODELED GRAVITY -    979,039.1   (mgal)                       NAVD 88
 AJ7324
 AJ7324  VERT ORDER      -  FIRST     CLASS II
 AJ7324
 AJ7324  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ7324  Standards:
 AJ7324         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ7324            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ7324  -------------------------------------------------------------------
 AJ7324  NETWORK    1.41   2.23           0.51   0.62   1.14     -0.25031044
 AJ7324  -------------------------------------------------------------------
 AJ7324  Click here for local accuracies and other accuracy information.
 AJ7324
 AJ7324.The horizontal coordinates were established by GPS observations
 AJ7324.and adjusted by the National Geodetic Survey in June 2012.
 AJ7324
 AJ7324.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ7324.been affixed to the stable North American tectonic plate. See 
 AJ7324.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ7324
 AJ7324.The horizontal coordinates are valid at the epoch date displayed above
 AJ7324.which is a decimal equivalence of Year/Month/Day.
 AJ7324
 AJ7324.The orthometric height was determined by differential leveling and
 AJ7324.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7324.in February 2002.
 AJ7324
 AJ7324.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7324.GEOID18 height accuracy estimate available here.
 AJ7324
 AJ7324.Click photographs - Photos may exist for this station.
 AJ7324
 AJ7324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7324
 AJ7324.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ7324
 AJ7324.The ellipsoidal height was determined by GPS observations
 AJ7324.and is referenced to NAD 83.
 AJ7324
 AJ7324.The dynamic height is computed by dividing the NAVD 88
 AJ7324.geopotential number by the normal gravity value computed on the
 AJ7324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7324.degrees latitude (g = 980.6199 gals.).
 AJ7324
 AJ7324.The modeled gravity was interpolated from observed gravity values.
 AJ7324
 AJ7324. The following values were computed from the NAD 83(2011) position.
 AJ7324
 AJ7324;                    North         East     Units Scale Factor Converg.
 AJ7324;SPC FL E     -   207,397.357   165,410.669   MT  0.99995594   -0 09 10.2
 AJ7324;SPC FL E     -   680,436.16    542,684.84   sFT  0.99995594   -0 09 10.2
 AJ7324;UTM  17      - 2,898,458.575   465,422.471   MT  0.99961476   -0 09 10.2
 AJ7324
 AJ7324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7324!SPC FL E     -   1.00000296  x   0.99995594  =   0.99995890
 AJ7324!UTM  17      -   1.00000296  x   0.99961476  =   0.99961772
 AJ7324
 AJ7324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6542298458(NAD 83)
 AJ7324
 AJ7324|---------------------------------------------------------------------|
 AJ7324| PID    Reference Object                     Distance      Geod. Az  |
 AJ7324|                                                           dddmmss.s |
 AJ7324| AJ7305 A 521                                60.231 METERS 17952     |
 AJ7324|---------------------------------------------------------------------|
 AJ7324
 AJ7324                          SUPERSEDED SURVEY CONTROL
 AJ7324
 AJ7324  NAD 83(2007)-  26 12 18.84017(N)    081 20 45.99408(W) AD(2002.00) 0
 AJ7324  ELLIP H (02/10/07)  -18.821  (m)                       GP(2002.00)    
 AJ7324  NAD 83(1999)-  26 12 18.84035(N)    081 20 45.99465(W) AD(       ) 1
 AJ7324  ELLIP H (12/12/02)  -18.831  (m)                       GP(       ) 4 1
 AJ7324  NAVD 88               5.46   (m)           17.9    (f) LEVELING    3  
 AJ7324
 AJ7324.Superseded values are not recommended for survey control.
 AJ7324
 AJ7324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7324.See file dsdata.pdf to determine how the superseded data were derived.
 AJ7324
 AJ7324_MARKER: DD = SURVEY DISK
 AJ7324_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AJ7324_STAMPING: 0387 A42
 AJ7324_MARK LOGO: FLDT
 AJ7324_PROJECTION: PROJECTING 0 CENTIMETERS
 AJ7324_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ7324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7324+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2014
 AJ7324
 AJ7324  HISTORY     - Date     Condition        Report By
 AJ7324  HISTORY     - 198703   MONUMENTED       FLDT
 AJ7324  HISTORY     - 200105   GOOD             FOST
 AJ7324  HISTORY     - 20020308 GOOD             MAPTEC
 AJ7324  HISTORY     - 20140619 GOOD             FL-021
 AJ7324
 AJ7324                          STATION DESCRIPTION
 AJ7324
 AJ7324'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ7324'THE MONUMENT IS LOCATED 4.4 MILES (7.08 KM) SOUTH OF SUNNILAND, FL.
 AJ7324'AND 24.6 MILES (39.59 KM) NORTH OF
 AJ7324'EVERGLADES CITY, FL. IN SECTION 17, TOWNSHIP 49 SOUTH, RANGE 30 EAST.
 AJ7324'
 AJ7324'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7324'
 AJ7324'TO REACH THE MONUMENT FROM THE STATE ROAD 29 AND I-75 INTERCHANGE, IN
 AJ7324'MILES CITY,  GO 3.5 MILES (5.63 KM) NORTH
 AJ7324'ON STATE ROAD 29 AND THE MONUMENT IS ON THE EAST SIDE (RIGHT) OF THE
 AJ7324'ROAD. THE MONUMENT IS 17.4
 AJ7324'MILES (28.00 KM) SOUTH OF THE INTERSECTION OF STATE ROAD 29 AND 9TH
 AJ7324'STREET IN IMMOKALEE, FL.
 AJ7324'
 AJ7324'THE MONUMENT IS 43.4 FEET (13.23 M) EAST OF THE CENTERLINE OF STATE
 AJ7324'ROAD 29, 5.0 FEET (1.52 M) WEST OF
 AJ7324'THE EAST GUARDRAIL, 190.0 FEET (57.91 M) NORTH OF THE MONUMENT A 521
 AJ7324'AND 5.5 FEET (1.68 M) WEST OF A
 AJ7324'METAL WITNESS POST WITH A BLANK SIGN. THE MONUMENT IS A BRASS DISK SET
 AJ7324'IN A PRE-CAST CONCRETE
 AJ7324'POST.
 AJ7324
 AJ7324                          STATION RECOVERY (2002)
 AJ7324
 AJ7324'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7324'RECOVERED AS DESCRIBED
 AJ7324'
 AJ7324
 AJ7324                          STATION RECOVERY (2014)
 AJ7324
 AJ7324'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AJ7324'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH6878 ***********************************************************************
 DH6878  DESIGNATION -  03002002
 DH6878  PID         -  DH6878
 DH6878  STATE/COUNTY-  FL/LAKE
 DH6878  COUNTRY     -  US
 DH6878  USGS QUAD   -  PAISLEY (2018)
 DH6878
 DH6878                         *CURRENT SURVEY CONTROL
 DH6878  ______________________________________________________________________
 DH6878* NAD 83(1986) POSITION- 28 52 37.     (N) 081 32 33.     (W)   SCALED
 DH6878* NAVD 88 ORTHO HEIGHT -    27.309 (meters)       89.60  (feet) ADJUSTED
 DH6878  ______________________________________________________________________
 DH6878  GEOID HEIGHT    -        -27.737 (meters)                     GEOID18
 DH6878  DYNAMIC HEIGHT  -         27.271 (meters)       89.47  (feet) COMP
 DH6878  MODELED GRAVITY -    979,238.3   (mgal)                       NAVD 88
 DH6878
 DH6878  VERT ORDER      -  SECOND    CLASS I
 DH6878
 DH6878.The horizontal coordinates were scaled from a map and have
 DH6878.an estimated accuracy of +/- 6 seconds.
 DH6878
 DH6878.The orthometric height was determined by differential leveling and
 DH6878.adjusted by the NATIONAL GEODETIC SURVEY
 DH6878.in January 2006.
 DH6878
 DH6878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6878.GEOID18 height accuracy estimate available here.
 DH6878
 DH6878.Click photographs - Photos may exist for this station.
 DH6878
 DH6878.The dynamic height is computed by dividing the NAVD 88
 DH6878.geopotential number by the normal gravity value computed on the
 DH6878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6878.degrees latitude (g = 980.6199 gals.).
 DH6878
 DH6878.The modeled gravity was interpolated from observed gravity values.
 DH6878
 DH6878;                    North         East    Units  Estimated Accuracy
 DH6878;SPC FL E     -   503,510.      147,080.      MT  (+/- 180 meters Scaled)
 DH6878
 DH6878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM470944(NAD 83)
 DH6878
 DH6878                          SUPERSEDED SURVEY CONTROL
 DH6878
 DH6878.No superseded survey control is available for this station.
 DH6878
 DH6878_MARKER: DD = SURVEY DISK
 DH6878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6878_STAMPING: 03-002-0-02
 DH6878_MARK LOGO: SJRWMD
 DH6878_PROJECTION: RECESSED 8 CENTIMETERS
 DH6878_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6878+STABILITY: SURFACE MOTION
 DH6878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6878+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 DH6878
 DH6878  HISTORY     - Date     Condition        Report By
 DH6878  HISTORY     - 2002     MONUMENTED       SJRWMD
 DH6878  HISTORY     - 20040719 GOOD             FLDEP
 DH6878
 DH6878                          STATION DESCRIPTION
 DH6878
 DH6878'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DH6878'THE MARK IS ABOUT 18.0 MI WEST OF DELAND, 9.0 MI EAST OF EUSTIS, IN
 DH6878'SECTION 31, TOWNSHIP 18  SOUTH, RANGE 28 EAST.
 DH6878'
 DH6878'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 NORTHBOUND
 DH6878'LANES (GROVE  STREET) AND STATE HIGHWAY 44 (ORANGE AVENUE) IN EUSTIS,
 DH6878'GO EAST ON STATE HIGHWAY 44  (ORANGE AVENUE) FOR 1.85 MI TO THE
 DH6878'JUNCTION OF COUNTY ROAD 44A ON THE LEFT (STATE  HIGHWAY 44, EUSTIS
 DH6878'BYPASS), TURN LEFT ON COUNTY ROAD 44A AND GO NORTH FOR 1.1 MI TO THE
 DH6878'T-JUNCTION OF STATE HIGHWAY 44, EUSTIS BYPASS AND COUNTY ROAD 44A,
 DH6878'TURN RIGHT ON  COUNTY ROAD 44A AND GO EAST FOR 3.25 MI TO THE
 DH6878'INTERSECTION OF COUNTY ROAD 439,  CONTINUE EASTERLY ON COUNTY ROAD 44A
 DH6878'(DELAND ROAD) FOR 3.2 MI TO THE JUNCTION OF COUNTY  ROAD 437 ON THE
 DH6878'RIGHT, CONTINUE EAST ON COUNTY ROAD 44A (DELAND ROAD) FOR 0.45 MI TO
 DH6878'THE  JUNCTION OF LAKE NORRIS ROAD ON THE LEFT AND THE MARK ON THE
 DH6878'LEFT, SET IN THE TOP OF A  CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE
 DH6878'LEVEL OF THE GROUND AND ABOUT LEVEL  WITH COUNTY ROAD 44A.
 DH6878'
 DH6878'LOCATED 48.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 DH6878'44A, 39.6 FT WEST OF  THE APPROXIMATE CENTERLINE OF LAKE NORRIS ROAD,
 DH6878'25.5 FT NORTHEAST OF POWER POLE  NUMBER 1504 WITH 1 TRANSFORMER
 DH6878'ATTACHED AND 1.1 FT SOUTHEAST OF A LAKE COUNTY METAL  WITNESS POST.
 DH6878'
 DH6878'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DH6878'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH6880 ***********************************************************************
 DH6880  DESIGNATION -  03004002
 DH6880  PID         -  DH6880
 DH6880  STATE/COUNTY-  FL/LAKE
 DH6880  COUNTRY     -  US
 DH6880  USGS QUAD   -  PAISLEY (2018)
 DH6880
 DH6880                         *CURRENT SURVEY CONTROL
 DH6880  ______________________________________________________________________
 DH6880* NAD 83(1986) POSITION- 28 54 32.     (N) 081 32 34.     (W)   SCALED
 DH6880* NAVD 88 ORTHO HEIGHT -    14.993 (meters)       49.19  (feet) ADJUSTED
 DH6880  ______________________________________________________________________
 DH6880  GEOID HEIGHT    -        -27.815 (meters)                     GEOID18
 DH6880  DYNAMIC HEIGHT  -         14.972 (meters)       49.12  (feet) COMP
 DH6880  MODELED GRAVITY -    979,237.4   (mgal)                       NAVD 88
 DH6880
 DH6880  VERT ORDER      -  SECOND    CLASS I
 DH6880
 DH6880.The horizontal coordinates were scaled from a map and have
 DH6880.an estimated accuracy of +/- 6 seconds.
 DH6880
 DH6880.The orthometric height was determined by differential leveling and
 DH6880.adjusted by the NATIONAL GEODETIC SURVEY
 DH6880.in January 2006.
 DH6880
 DH6880.No vertical observational check was made to the station.
 DH6880
 DH6880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6880.GEOID18 height accuracy estimate available here.
 DH6880
 DH6880.Click photographs - Photos may exist for this station.
 DH6880
 DH6880.The dynamic height is computed by dividing the NAVD 88
 DH6880.geopotential number by the normal gravity value computed on the
 DH6880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6880.degrees latitude (g = 980.6199 gals.).
 DH6880
 DH6880.The modeled gravity was interpolated from observed gravity values.
 DH6880
 DH6880;                    North         East    Units  Estimated Accuracy
 DH6880;SPC FL E     -   507,050.      147,070.      MT  (+/- 180 meters Scaled)
 DH6880
 DH6880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM470980(NAD 83)
 DH6880
 DH6880                          SUPERSEDED SURVEY CONTROL
 DH6880
 DH6880.No superseded survey control is available for this station.
 DH6880
 DH6880_MARKER: DD = SURVEY DISK
 DH6880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH6880_STAMPING: 03-004-0-02
 DH6880_MARK LOGO: SJRWMD
 DH6880_PROJECTION: FLUSH
 DH6880_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH6880+STABILITY: SURFACE MOTION
 DH6880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6880+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 DH6880
 DH6880  HISTORY     - Date     Condition        Report By
 DH6880  HISTORY     - 2002     MONUMENTED       SJRWMD
 DH6880  HISTORY     - 20040719 GOOD             FLDEP
 DH6880
 DH6880                          STATION DESCRIPTION
 DH6880
 DH6880'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DH6880'THE MARK IS ABOUT 16.0 MI WEST OF DELAND, 11.0 MI EAST OF EUSTIS, IN
 DH6880'SECTION 19, TOWNSHIP 18  SOUTH, RANGE 28 EAST.
 DH6880'
 DH6880'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 NORTHBOUND
 DH6880'LANES (GROVE  STREET) AND STATE HIGHWAY 44 (ORANGE AVENUE) IN EUSTIS,
 DH6880'GO EAST ON STATE HIGHWAY 44  (ORANGE AVENUE) FOR 1.85 MI TO THE
 DH6880'JUNCTION OF COUNTY ROAD 44A ON THE LEFT (STATE  HIGHWAY 44, EUSTIS
 DH6880'BYPASS), TURN LEFT ON COUNTY ROAD 44A AND GO NORTH FOR 1.1 MI TO THE
 DH6880'T-JUNCTION OF STATE HIGHWAY 44, EUSTIS BYPASS AND COUNTY ROAD 44A,
 DH6880'TURN RIGHT ON  COUNTY ROAD 44A AND GO EAST FOR 3.25 MI TO THE
 DH6880'INTERSECTION OF COUNTY ROAD 439,  CONTINUE EASTERLY ON COUNTY ROAD 44A
 DH6880'(DELAND ROAD) FOR 3.2 MI TO THE JUNCTION OF COUNTY  ROAD 437 ON THE
 DH6880'RIGHT, CONTINUE EAST ON COUNTY ROAD 44A (DELAND ROAD) FOR 0.45 MI TO
 DH6880'THE  JUNCTION OF LAKE NORRIS ROAD ON THE LEFT, TURN LEFT ON LAKE
 DH6880'NORRIS ROAD AND GO NORTH  FOR 2.15 MI TO THE MARK ON THE LEFT, SET IN
 DH6880'THE TOP OF A CONCRETE MONUMENT FLUSH WITH  THE GROUND AND LEVEL WITH
 DH6880'LAKE NORRIS ROAD.
 DH6880'
 DH6880'LOCATED 15.3 FT WEST OF THE CENTERLINE OF LAKE NORRIS ROAD, 7.0 FT
 DH6880'SOUTHEAST OF A 20-INCH  PALM TREE, 5.0 FT EAST OF A BARBWIRE FENCE AND
 DH6880'2.0 FT EAST OF POWER POLE NUMBER 105863  WITH A SJRWMD WITNESS SIGN
 DH6880'ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5787 ***********************************************************************
 DL5787  DESIGNATION -  034
 DL5787  PID         -  DL5787
 DL5787  STATE/COUNTY-  FL/ST JOHNS
 DL5787  COUNTRY     -  US
 DL5787  USGS QUAD   -  MICKLER LANDING (2018)
 DL5787
 DL5787                         *CURRENT SURVEY CONTROL
 DL5787  ______________________________________________________________________
 DL5787* NAD 83(1986) POSITION- 30 10 17.     (N) 081 22 24.     (W)   SCALED
 DL5787* NAVD 88 ORTHO HEIGHT -     3.536 (meters)       11.60  (feet) ADJUSTED
 DL5787  ______________________________________________________________________
 DL5787  GEOID HEIGHT    -        -28.485 (meters)                     GEOID18
 DL5787  DYNAMIC HEIGHT  -          3.531 (meters)       11.58  (feet) COMP
 DL5787  MODELED GRAVITY -    979,349.5   (mgal)                       NAVD 88
 DL5787
 DL5787  VERT ORDER      -  FIRST     CLASS II
 DL5787
 DL5787.The horizontal coordinates were scaled from a map and have
 DL5787.an estimated accuracy of +/- 6 seconds.
 DL5787
 DL5787.The orthometric height was determined by differential leveling and
 DL5787.adjusted by the NATIONAL GEODETIC SURVEY
 DL5787.in January 2010.
 DL5787
 DL5787.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5787.GEOID18 height accuracy estimate available here.
 DL5787
 DL5787.Click photographs - Photos may exist for this station.
 DL5787
 DL5787.The dynamic height is computed by dividing the NAVD 88
 DL5787.geopotential number by the normal gravity value computed on the
 DL5787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5787.degrees latitude (g = 980.6199 gals.).
 DL5787
 DL5787.The modeled gravity was interpolated from observed gravity values.
 DL5787
 DL5787;                    North         East    Units  Estimated Accuracy
 DL5787;SPC FL E     -   646,920.      164,040.      MT  (+/- 180 meters Scaled)
 DL5787
 DL5787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP640378(NAD 83)
 DL5787
 DL5787                          SUPERSEDED SURVEY CONTROL
 DL5787
 DL5787.No superseded survey control is available for this station.
 DL5787
 DL5787_MARKER: DD = SURVEY DISK
 DL5787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5787_STAMPING: BM 034-0 06-20-X
 DL5787_MARK LOGO: SJRWMD
 DL5787_PROJECTION: FLUSH
 DL5787_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5787+STABILITY: SURFACE MOTION
 DL5787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5787+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2007
 DL5787
 DL5787  HISTORY     - Date     Condition        Report By
 DL5787  HISTORY     - UNK      MONUMENTED       SJRWMD
 DL5787  HISTORY     - 20070426 GOOD             FLDEP
 DL5787
 DL5787                          STATION DESCRIPTION
 DL5787
 DL5787'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5787'THE MARK IS ABOUT 8.2 MI (13.2 KM) SOUTH OF JACKSONVILLE BEACH, 1.0 MI
 DL5787'(1.6 KM) SOUTH OF PONTE VEDRA BEACH, IN SECTION 10, TOWNSHIP 4 SOUTH,
 DL5787'RANGE 29 EAST.
 DL5787'
 DL5787'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A AND COUNTY
 DL5787'ROAD 210 WEST (PALM VALLEY ROAD) IN PONTE VEDRA BEACH, GO SOUTH ON
 DL5787'STATE HIGHWAY A1A FOR 1.7 MI (2.7 KM) TO THE MARK ON THE RIGHT, SET IN
 DL5787'THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 3.0 FT
 DL5787'(0.9 M) BELOW THE LEVEL OF STATE HIGHWAY A1A.
 DL5787'
 DL5787'LOCATED 127.7 FT (38.7 M) WEST OF THE CENTERLINE OF STATE HIGHWAY A1A,
 DL5787'15.4 FT (4.7 M) WEST OF THE WEST SIDE OF THE SIDEWALK AND 2.5 FT (0.8
 DL5787'M) EAST OF A WOODEN POWER POLE WITH 3 GUY WIRES AND A SJRWMD WITNESS
 DL5787'SIGN ATTACHED.
 DL5787'
 DL5787'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL5787'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI7637 ***********************************************************************
 DI7637  DESIGNATION -  04 05 B69
 DI7637  PID         -  DI7637
 DI7637  STATE/COUNTY-  FL/DE SOTO
 DI7637  COUNTRY     -  US
 DI7637  USGS QUAD   -  NOCATEE (2018)
 DI7637
 DI7637                         *CURRENT SURVEY CONTROL
 DI7637  ______________________________________________________________________
 DI7637* NAD 83(1986) POSITION- 27 13 30.8    (N) 081 53 18.9    (W)   HD_HELD2
 DI7637* NAVD 88 ORTHO HEIGHT -     7.791 (meters)       25.56  (feet) ADJUSTED
 DI7637  ______________________________________________________________________
 DI7637  GEOID HEIGHT    -        -24.505 (meters)                     GEOID18
 DI7637  DYNAMIC HEIGHT  -          7.779 (meters)       25.52  (feet) COMP
 DI7637  MODELED GRAVITY -    979,130.3   (mgal)                       NAVD 88
 DI7637
 DI7637  VERT ORDER      -  FIRST     CLASS II
 DI7637
 DI7637.The horizontal coordinates were established by autonomous hand held GPS
 DI7637.observations and have an estimated accuracy of +/- 10 meters.
 DI7637
 DI7637.The orthometric height was determined by differential leveling and
 DI7637.adjusted by the NATIONAL GEODETIC SURVEY
 DI7637.in May 2008.
 DI7637
 DI7637.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7637.GEOID18 height accuracy estimate available here.
 DI7637
 DI7637.Click photographs - Photos may exist for this station.
 DI7637
 DI7637.The dynamic height is computed by dividing the NAVD 88
 DI7637.geopotential number by the normal gravity value computed on the
 DI7637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7637.degrees latitude (g = 980.6199 gals.).
 DI7637
 DI7637.The modeled gravity was interpolated from observed gravity values.
 DI7637
 DI7637;                    North         East    Units  Estimated Accuracy
 DI7637;SPC FL W     -   320,363.      211,036.      MT  (+/- 10 meters HH2 GPS)
 DI7637
 DI7637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1201311693(NAD 83)
 DI7637
 DI7637                          SUPERSEDED SURVEY CONTROL
 DI7637
 DI7637.No superseded survey control is available for this station.
 DI7637
 DI7637_MARKER: DD = SURVEY DISK
 DI7637_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI7637_STAMPING: BM 04 05 B69
 DI7637_MARK LOGO: FLDT
 DI7637_PROJECTION: RECESSED 5 CENTIMETERS
 DI7637_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI7637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI7637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI7637+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2023
 DI7637
 DI7637  HISTORY     - Date     Condition        Report By
 DI7637  HISTORY     - UNK      MONUMENTED       FLDT
 DI7637  HISTORY     - 20050525 GOOD             FLDEP
 DI7637  HISTORY     - 20060411 GOOD             FLDEP
 DI7637  HISTORY     - 20230120 GOOD             GEOCAC
 DI7637
 DI7637                          STATION DESCRIPTION
 DI7637
 DI7637'DESCRIBED BY FL DEPT OF ENV PRO 2005 (BPJ)
 DI7637'THE MARK IS ABOUT 2.0 MI WEST OF ARCADIA, IN SECTION 26, TOWNSHIP 37
 DI7637'SOUTH, RANGE 24 EAST.
 DI7637'
 DI7637'THE MARK IS ON THE SOUTH SIDE OF THE JUNCTION OF STATE ROAD 70 AND
 DI7637'STATE ROAD 72, 2.0 MI  WEST OF ARCADIA, SET IN THE TOP OF A 4-INCH
 DI7637'SQUARE CONCRETE POST RECESSED 0.2 FT BELOW  THE LEVEL OF THE GROUND
 DI7637'AND LEVEL WITH STATE ROAD 72.
 DI7637'
 DI7637'LOCATED 100.7 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 DI7637'70, 59.0 FT  SOUTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 72,
 DI7637'8.0 FT NORTH OF THE  NORTH CURB FACE FOR A SHELL GAS STATION PARKING
 DI7637'LOT AND 1.6 FT NORTHWEST OF A METAL  WITNESS POST.
 DI7637
 DI7637                          STATION RECOVERY (2006)
 DI7637
 DI7637'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (BPJ)
 DI7637'RECOVERED AS DESCRIBED.
 DI7637
 DI7637                          STATION RECOVERY (2023)
 DI7637
 DI7637'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DI7637'THE SHELL GAS STATION IS NOW SUNOCO.  THE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4559 ***********************************************************************
 DI4559  DESIGNATION -  04 08 633 0
 DI4559  PID         -  DI4559
 DI4559  STATE/COUNTY-  FL/VOLUSIA
 DI4559  COUNTRY     -  US
 DI4559  USGS QUAD   -  OSTEEN (2018)
 DI4559
 DI4559                         *CURRENT SURVEY CONTROL
 DI4559  ______________________________________________________________________
 DI4559* NAD 83(1986) POSITION- 28 52 07.2    (N) 081 10 53.1    (W)   HD_HELD2
 DI4559* NAVD 88 ORTHO HEIGHT -     7.803 (meters)       25.60  (feet) ADJUSTED
 DI4559  ______________________________________________________________________
 DI4559  GEOID HEIGHT    -        -27.916 (meters)                     GEOID18
 DI4559  DYNAMIC HEIGHT  -          7.792 (meters)       25.56  (feet) COMP
 DI4559  MODELED GRAVITY -    979,250.4   (mgal)                       NAVD 88
 DI4559
 DI4559  VERT ORDER      -  SECOND    CLASS I
 DI4559
 DI4559.The horizontal coordinates were established by autonomous hand held GPS
 DI4559.observations and have an estimated accuracy of +/- 10 meters.
 DI4559
 DI4559.The orthometric height was determined by differential leveling and
 DI4559.adjusted by the NATIONAL GEODETIC SURVEY
 DI4559.in January 2008.
 DI4559
 DI4559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4559.GEOID18 height accuracy estimate available here.
 DI4559
 DI4559.Click photographs - Photos may exist for this station.
 DI4559
 DI4559.The dynamic height is computed by dividing the NAVD 88
 DI4559.geopotential number by the normal gravity value computed on the
 DI4559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4559.degrees latitude (g = 980.6199 gals.).
 DI4559
 DI4559.The modeled gravity was interpolated from observed gravity values.
 DI4559
 DI4559;                    North         East    Units  Estimated Accuracy
 DI4559;SPC FL E     -   502,488.      182,302.      MT  (+/- 10 meters HH2 GPS)
 DI4559
 DI4559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM8230793448(NAD 83)
 DI4559
 DI4559                          SUPERSEDED SURVEY CONTROL
 DI4559
 DI4559.No superseded survey control is available for this station.
 DI4559
 DI4559_MARKER: DD = SURVEY DISK
 DI4559_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DI4559_STAMPING: BM 04-08-633-0
 DI4559_MARK LOGO: SJRWMD
 DI4559_PROJECTION: RECESSED 8 CENTIMETERS
 DI4559_MAGNETIC: I = MARKER IS A STEEL ROD
 DI4559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4559+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2021
 DI4559_ROD/PIPE-DEPTH: 18.3 meters
 DI4559
 DI4559  HISTORY     - Date     Condition        Report By
 DI4559  HISTORY     - 20040810 MONUMENTED       SJRWMD
 DI4559  HISTORY     - 20041202 GOOD             FLDEP
 DI4559  HISTORY     - 20210501 GOOD             GEOCAC
 DI4559
 DI4559                          STATION DESCRIPTION
 DI4559
 DI4559'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI4559'THE MARK IS ABOUT 2.5 MI NORTHWEST OF OSTEEN, IN DELTONA, IN SECTION
 DI4559'1, TOWNSHIP 19  SOUTH, RANGE 31 EAST.
 DI4559'
 DI4559'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 415 AND DOYLE
 DI4559'ROAD (COUNTY ROAD  4162) IN OSTEEN, GO WESTERLY ON DOYLE ROAD (COUNTY
 DI4559'ROAD 4162) FOR 1.55 MI TO THE  INTERSECTION OF COURTLAND BOULEVARD,
 DI4559'TURN RIGHT ON COURTLAND BOULEVARD AND GO  NORTHERLY FOR 0.9 MI TO THE
 DI4559'ENTRANCE TO LAKE BUTLER RECREATION COMPLEX PARK ON THE RIGHT AND THE
 DI4559'MARK ON THE LEFT, A SAINT JOHNS RIVER WATER MANAGEMENT DISTRICT
 DI4559'(SJRWMD)  ALUMINUM DISK ON THE TOP OF A 5/8 INCH COPPER CLAD ROD
 DI4559'DRIVEN TO THE DEPTH OF 60.0 FT AND  SURROUNDED BY CONCRETE, FLUSH WITH
 DI4559'THE GROUND AND ABOUT EVEL WITH COURTLAND  BOULEVARD.
 DI4559'
 DI4559'LOCATED 53.0 FT SOUTHWEST OF SURVEY MARK RM 04-08-633-1, 32.0 FT
 DI4559'NORTHWEST OF THE  CENTERLINE OF COURTLAND BOULEVARD AND 2.5 FT
 DI4559'SOUTHEAST OF A CARSONITE WITNESS POST.
 DI4559'
 DI4559'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI4559'MONUMENT.
 DI4559
 DI4559                          STATION RECOVERY (2021)
 DI4559
 DI4559'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DI4559'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4561 ***********************************************************************
 DI4561  DESIGNATION -  04 08 633 RM 1
 DI4561  PID         -  DI4561
 DI4561  STATE/COUNTY-  FL/VOLUSIA
 DI4561  COUNTRY     -  US
 DI4561  USGS QUAD   -  OSTEEN (2018)
 DI4561
 DI4561                         *CURRENT SURVEY CONTROL
 DI4561  ______________________________________________________________________
 DI4561* NAD 83(1986) POSITION- 28 52 07.     (N) 081 10 53.     (W)   SCALED
 DI4561* NAVD 88 ORTHO HEIGHT -     7.852 (meters)       25.76  (feet) ADJUSTED
 DI4561  ______________________________________________________________________
 DI4561  GEOID HEIGHT    -        -27.916 (meters)                     GEOID18
 DI4561  DYNAMIC HEIGHT  -          7.841 (meters)       25.73  (feet) COMP
 DI4561  MODELED GRAVITY -    979,250.4   (mgal)                       NAVD 88
 DI4561
 DI4561  VERT ORDER      -  SECOND    CLASS I
 DI4561
 DI4561.The horizontal coordinates were scaled from a map and have
 DI4561.an estimated accuracy of +/- 6 seconds.
 DI4561
 DI4561.The orthometric height was determined by differential leveling and
 DI4561.adjusted by the NATIONAL GEODETIC SURVEY
 DI4561.in January 2008.
 DI4561
 DI4561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4561.GEOID18 height accuracy estimate available here.
 DI4561
 DI4561.Click photographs - Photos may exist for this station.
 DI4561
 DI4561.The dynamic height is computed by dividing the NAVD 88
 DI4561.geopotential number by the normal gravity value computed on the
 DI4561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4561.degrees latitude (g = 980.6199 gals.).
 DI4561
 DI4561.The modeled gravity was interpolated from observed gravity values.
 DI4561
 DI4561;                    North         East    Units  Estimated Accuracy
 DI4561;SPC FL E     -   502,480.      182,300.      MT  (+/- 180 meters Scaled)
 DI4561
 DI4561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM823934(NAD 83)
 DI4561
 DI4561                          SUPERSEDED SURVEY CONTROL
 DI4561
 DI4561.No superseded survey control is available for this station.
 DI4561
 DI4561_MARKER: DD = SURVEY DISK
 DI4561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI4561_STAMPING: RM 04-08-633-1
 DI4561_MARK LOGO: SJRWMD
 DI4561_PROJECTION: FLUSH
 DI4561_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI4561+STABILITY: SURFACE MOTION
 DI4561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4561+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 DI4561
 DI4561  HISTORY     - Date     Condition        Report By
 DI4561  HISTORY     - 2004     MONUMENTED       SJRWMD
 DI4561  HISTORY     - 20041202 GOOD             FLDEP
 DI4561  HISTORY     - 20210501 MARK NOT FOUND   GEOCAC
 DI4561
 DI4561                          STATION DESCRIPTION
 DI4561
 DI4561'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI4561'THE MARK IS ABOUT 2.5 MI NORTHWEST OF OSTEEN, IN DELTONA, IN SECTION
 DI4561'1, TOWNSHIP 19  SOUTH, RANGE 31 EAST.
 DI4561'
 DI4561'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 415 AND DOYLE
 DI4561'ROAD (COUNTY ROAD  4162) IN OSTEEN, GO WESTERLY ON DOYLE ROAD (COUNTY
 DI4561'ROAD 4162) FOR 1.55 MI TO THE  INTERSECTION OF COURTLAND BOULEVARD,
 DI4561'TURN RIGHT ON COURTLAND BOULEVARD AND GO  NORTHERLY FOR 0.9 MI TO THE
 DI4561'ENTRANCE TO LAKE BUTLER RECREATION COMPLEX PARK ON THE  RIGHT AND THE
 DI4561'MARK ON THE LEFT, A SAINT JOHNS RIVER WATER MANAGEMENT DISTRICT
 DI4561'(SJRWMD)  ALUMINUM DISK SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 DI4561'WITH THE GROUND AND ABOUT  LEVEL WITH COURTLAND BOULEVARD.
 DI4561'
 DI4561'LOCATED 53.0 FT NORTHEAST OF SURVEY MARK BM 04-08-633-0 AND THE
 DI4561'EXTENDED CENTERLINE OF  THE ENTRANCE TO LAKE BUTLER RECREATION COMPLEX
 DI4561'PARK, 31.3 FT NORTHWEST OF THE  CENTERLINE OF COURTLAND BOULEVARD AND
 DI4561'2.5 FT SOUTHEAST OF A SJRWMD PVC WITNESS POST.
 DI4561'
 DI4561'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI4561'MONUMENT.
 DI4561
 DI4561                          STATION RECOVERY (2021)
 DI4561
 DI4561'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DI4561'THE MONUMENT WAS RECOVERED WITH THE TOP BROKEN OFF AND THE DISK WAS
 DI4561'MISSING.  THE WITNESS POST WAS INTACT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4552 ***********************************************************************
 DI4552  DESIGNATION -  04 08 634 0
 DI4552  PID         -  DI4552
 DI4552  STATE/COUNTY-  FL/VOLUSIA
 DI4552  COUNTRY     -  US
 DI4552  USGS QUAD   -  LAKE HELEN (2018)
 DI4552
 DI4552                         *CURRENT SURVEY CONTROL
 DI4552  ______________________________________________________________________
 DI4552* NAD 83(1986) POSITION- 28 52 43.     (N) 081 10 42.     (W)   SCALED
 DI4552* NAVD 88 ORTHO HEIGHT -    12.637 (meters)       41.46  (feet) ADJUSTED
 DI4552  ______________________________________________________________________
 DI4552  GEOID HEIGHT    -        -27.925 (meters)                     GEOID18
 DI4552  DYNAMIC HEIGHT  -         12.620 (meters)       41.40  (feet) COMP
 DI4552  MODELED GRAVITY -    979,251.4   (mgal)                       NAVD 88
 DI4552
 DI4552  VERT ORDER      -  SECOND    CLASS I
 DI4552
 DI4552.The horizontal coordinates were scaled from a map and have
 DI4552.an estimated accuracy of +/- 6 seconds.
 DI4552
 DI4552.The orthometric height was determined by differential leveling and
 DI4552.adjusted by the NATIONAL GEODETIC SURVEY
 DI4552.in January 2008.
 DI4552
 DI4552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4552.GEOID18 height accuracy estimate available here.
 DI4552
 DI4552.Click photographs - Photos may exist for this station.
 DI4552
 DI4552.The dynamic height is computed by dividing the NAVD 88
 DI4552.geopotential number by the normal gravity value computed on the
 DI4552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4552.degrees latitude (g = 980.6199 gals.).
 DI4552
 DI4552.The modeled gravity was interpolated from observed gravity values.
 DI4552
 DI4552;                    North         East    Units  Estimated Accuracy
 DI4552;SPC FL E     -   503,590.      182,600.      MT  (+/- 180 meters Scaled)
 DI4552
 DI4552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM826945(NAD 83)
 DI4552
 DI4552                          SUPERSEDED SURVEY CONTROL
 DI4552
 DI4552.No superseded survey control is available for this station.
 DI4552
 DI4552_MARKER: DD = SURVEY DISK
 DI4552_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DI4552_STAMPING: BM 04-08-634-0
 DI4552_MARK LOGO: SJRWMD
 DI4552_PROJECTION: FLUSH
 DI4552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4552+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 DI4552_ROD/PIPE-DEPTH: 16.8 meters
 DI4552
 DI4552  HISTORY     - Date     Condition        Report By
 DI4552  HISTORY     - 20040810 MONUMENTED       SJRWMD
 DI4552  HISTORY     - 20041202 GOOD             FLDEP
 DI4552  HISTORY     - 20210501 MARK NOT FOUND   GEOCAC
 DI4552
 DI4552                          STATION DESCRIPTION
 DI4552
 DI4552'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI4552'THE MARK IS ABOUT 2.0 MI NORTH OF OSTEEN, ON THE SOUTHEAST SIDE OF
 DI4552'DELTONA, IN SECTION 36,  TOWNSHIP 18 SOUTH, RANGE 31 EAST.
 DI4552'
 DI4552'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 415 AND DOYLE
 DI4552'ROAD (COUNTY ROAD  4162) IN OSTEEN, GO WESTERLY ON DOYLE ROAD (COUNTY
 DI4552'ROAD 4162) FOR 1.5 MI TO THE  INTERSECTION OF COURTLAND BOULEVARD,
 DI4552'TURN RIGHT ON COURTLAND BOULEVARD AND GO  NORTH FOR 1.6 MI TO THE
 DI4552'INTERSECTION OF FORT SMITH BOULEVARD AND THE MARK ON THE LEFT,  A
 DI4552'SAINT JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) ALUMINUM DISK ON
 DI4552'THE TOP OF A  5/8 INCH COPPER CLAD ROD DRIVEN TO THE DEPTH OF 55.0 FT
 DI4552'AND SURROUNDED BY CONCRETE,  FLUSH WITH THE GROUND AND LEVEL WITH
 DI4552'COURTLAND BOULEVARD.
 DI4552'
 DI4552'LOCATED 152.1 FT SOUTHWEST OF SURVEY MARK BM 04-08-634-1, 63.5 FT
 DI4552'SOUTH OF THE CENTERLINE  OF FORT SMITH BOULEVARD, 32.1 FT WEST OF THE
 DI4552'CENTERLINE OF COURTLAND BOULEVARD, 29.0 FT  SOUTH OF THE SOUTH EDGE OF
 DI4552'THE CONCRETE SIDEWALK AND 2.0 FT EAST OF A SJRWMD 2-INCH PVC WITNESS
 DI4552'POST.
 DI4552'
 DI4552'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI4552'MONUMENT.
 DI4552
 DI4552                          STATION RECOVERY (2021)
 DI4552
 DI4552'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DI4552'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4555 ***********************************************************************
 DI4555  DESIGNATION -  04 08 634 RM 1
 DI4555  PID         -  DI4555
 DI4555  STATE/COUNTY-  FL/VOLUSIA
 DI4555  COUNTRY     -  US
 DI4555  USGS QUAD   -  LAKE HELEN (2018)
 DI4555
 DI4555                         *CURRENT SURVEY CONTROL
 DI4555  ______________________________________________________________________
 DI4555* NAD 83(1986) POSITION- 28 52 44.     (N) 081 10 42.     (W)   SCALED
 DI4555* NAVD 88 ORTHO HEIGHT -    13.057 (meters)       42.84  (feet) ADJUSTED
 DI4555  ______________________________________________________________________
 DI4555  GEOID HEIGHT    -        -27.926 (meters)                     GEOID18
 DI4555  DYNAMIC HEIGHT  -         13.039 (meters)       42.78  (feet) COMP
 DI4555  MODELED GRAVITY -    979,251.4   (mgal)                       NAVD 88
 DI4555
 DI4555  VERT ORDER      -  SECOND    CLASS I
 DI4555
 DI4555.The horizontal coordinates were scaled from a map and have
 DI4555.an estimated accuracy of +/- 6 seconds.
 DI4555
 DI4555.The orthometric height was determined by differential leveling and
 DI4555.adjusted by the NATIONAL GEODETIC SURVEY
 DI4555.in January 2008.
 DI4555
 DI4555.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4555.GEOID18 height accuracy estimate available here.
 DI4555
 DI4555.Click photographs - Photos may exist for this station.
 DI4555
 DI4555.The dynamic height is computed by dividing the NAVD 88
 DI4555.geopotential number by the normal gravity value computed on the
 DI4555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4555.degrees latitude (g = 980.6199 gals.).
 DI4555
 DI4555.The modeled gravity was interpolated from observed gravity values.
 DI4555
 DI4555;                    North         East    Units  Estimated Accuracy
 DI4555;SPC FL E     -   503,620.      182,600.      MT  (+/- 180 meters Scaled)
 DI4555
 DI4555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM826945(NAD 83)
 DI4555
 DI4555                          SUPERSEDED SURVEY CONTROL
 DI4555
 DI4555.No superseded survey control is available for this station.
 DI4555
 DI4555_MARKER: DD = SURVEY DISK
 DI4555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI4555_STAMPING: RM 04-08-634-1
 DI4555_MARK LOGO: SJRWMD
 DI4555_PROJECTION: FLUSH
 DI4555_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI4555+STABILITY: SURFACE MOTION
 DI4555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4555+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 DI4555
 DI4555  HISTORY     - Date     Condition        Report By
 DI4555  HISTORY     - 20040810 MONUMENTED       SJRWMD
 DI4555  HISTORY     - 20041202 GOOD             FLDEP
 DI4555  HISTORY     - 20210501 MARK NOT FOUND   GEOCAC
 DI4555
 DI4555                          STATION DESCRIPTION
 DI4555
 DI4555'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI4555'THE MARK IS ABOUT 2.2 MI NORTH OF OSTEEN, ON THE SOUTHEAST SIDE OF
 DI4555'DELTONA, IN SECTION 36,  TOWNSHIP 18 SOUTH, RANGE 31 EAST.
 DI4555'
 DI4555'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 415 AND DOYLE
 DI4555'ROAD (COUNTY ROAD  4162) IN OSTEEN, GO WESTERLY ON DOYLE ROAD (COUNTY
 DI4555'ROAD 4162) FOR 1.5 MI TO THE  INTERSECTION OF COURTLAND BOULEVARD,
 DI4555'TURN RIGHT ON COURTLAND BOULEVARD AND GO  NORTH FOR 1.6 MI TO THE
 DI4555'INTERSECTION OF FORT SMITH BOULEVARD AND THE MARK ON THE LEFT,  SET IN
 DI4555'THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH
 DI4555'COURTLAND BOULEVARD.
 DI4555'
 DI4555'LOCATED 152.1 FT NORTHEAST OF SURVEY MARK BM 04-08-634-0, 68.0 FT
 DI4555'NORTH OF THE CENTERLINE  OF FORT SMITH BOULEVARD, 38.7 FT EAST OF THE
 DI4555'CENTERLINE OF COURTLAND BOULEVARD, 41.0 FT  NORTH OF THE NORTH EDGE OF
 DI4555'THE SIDEWALK AND 2.7 FT WEST OF A SJRWMD 2-INCH PVC WITNESS  POST.
 DI4555'
 DI4555'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI4555'MONUMENT.
 DI4555
 DI4555                          STATION RECOVERY (2021)
 DI4555
 DI4555'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DI4555'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4557 ***********************************************************************
 DI4557  DESIGNATION -  04 08 635 0
 DI4557  PID         -  DI4557
 DI4557  STATE/COUNTY-  FL/VOLUSIA
 DI4557  COUNTRY     -  US
 DI4557  USGS QUAD   -  OSTEEN (2018)
 DI4557
 DI4557                         *CURRENT SURVEY CONTROL
 DI4557  ______________________________________________________________________
 DI4557* NAD 83(1986) POSITION- 28 51 32.     (N) 081 11 41.     (W)   SCALED
 DI4557* NAVD 88 ORTHO HEIGHT -    16.099 (meters)       52.82  (feet) ADJUSTED
 DI4557  ______________________________________________________________________
 DI4557  GEOID HEIGHT    -        -27.904 (meters)                     GEOID18
 DI4557  DYNAMIC HEIGHT  -         16.076 (meters)       52.74  (feet) COMP
 DI4557  MODELED GRAVITY -    979,249.2   (mgal)                       NAVD 88
 DI4557
 DI4557  VERT ORDER      -  SECOND    CLASS I
 DI4557
 DI4557.The horizontal coordinates were scaled from a map and have
 DI4557.an estimated accuracy of +/- 6 seconds.
 DI4557
 DI4557.The orthometric height was determined by differential leveling and
 DI4557.adjusted by the NATIONAL GEODETIC SURVEY
 DI4557.in January 2008.
 DI4557
 DI4557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4557.GEOID18 height accuracy estimate available here.
 DI4557
 DI4557.Click photographs - Photos may exist for this station.
 DI4557
 DI4557.The dynamic height is computed by dividing the NAVD 88
 DI4557.geopotential number by the normal gravity value computed on the
 DI4557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4557.degrees latitude (g = 980.6199 gals.).
 DI4557
 DI4557.The modeled gravity was interpolated from observed gravity values.
 DI4557
 DI4557;                    North         East    Units  Estimated Accuracy
 DI4557;SPC FL E     -   501,410.      181,000.      MT  (+/- 180 meters Scaled)
 DI4557
 DI4557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM810923(NAD 83)
 DI4557
 DI4557                          SUPERSEDED SURVEY CONTROL
 DI4557
 DI4557.No superseded survey control is available for this station.
 DI4557
 DI4557_MARKER: DD = SURVEY DISK
 DI4557_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DI4557_STAMPING: BM 04-08-635-0
 DI4557_MARK LOGO: SJRWMD
 DI4557_PROJECTION: FLUSH
 DI4557_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4557+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 DI4557_ROD/PIPE-DEPTH: 16.8 meters
 DI4557
 DI4557  HISTORY     - Date     Condition        Report By
 DI4557  HISTORY     - 20040810 MONUMENTED       SJRWMD
 DI4557  HISTORY     - 20041202 GOOD             FLDEP
 DI4557  HISTORY     - 20210501 MARK NOT FOUND   GEOCAC
 DI4557
 DI4557                          STATION DESCRIPTION
 DI4557
 DI4557'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI4557'THE MARK IS ABOUT 4.8 MI EAST OF ENTERPRISE, 2.5 MI NORTHWEST OF
 DI4557'OSTEEN, IN DELTONA, IN  SECTION 11, TOWNSHIP 19 SOUTH, RANGE 31 EAST.
 DI4557'
 DI4557'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 415 AND DOYLE
 DI4557'ROAD (COUNTY ROAD  4162) IN OSTEEN, GO WESTERLY ON DOYLE ROAD (COUNTY
 DI4557'ROAD 4162) FOR 1.55 MI TO THE  INTERSECTION OF COURTLAND BOULEVARD,
 DI4557'CONTINUE NORTHWEST ON DOYLE ROAD (COUNTY  ROAD 4162) FOR 0.55 MI TO
 DI4557'THE JUNCTION OF SHERYL DRIVE ON THE RIGHT AND THE MARK ON THE  RIGHT,
 DI4557'A SAINT JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) ALUMINUM DISK
 DI4557'ON THE  TOP OF A 5/8 INCH COPPER CLAD ROD DRIVEN TO THE DEPTH OF 55.0
 DI4557'FT AND SURROUNDED BY  CONCRETE, FLUSH WITH THE GROUND AND ABOUT LEVEL
 DI4557'WITH DOYLE ROAD.
 DI4557'
 DI4557'LOCATED 48.0 FT NORTHWEST OF SHERYL DRIVE, 22.0 FT NORTHEAST OF THE
 DI4557'CENTERLINE OF DOYLE  ROAD AND 3.5 FT NORTHWEST OF A POWER POLE WITH A
 DI4557'SJRWMD SIGN ATTACHED.
 DI4557'
 DI4557'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI4557'MONUMENT.
 DI4557
 DI4557                          STATION RECOVERY (2021)
 DI4557
 DI4557'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DI4557'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4560 ***********************************************************************
 DI4560  DESIGNATION -  04 08 635 RM 1
 DI4560  PID         -  DI4560
 DI4560  STATE/COUNTY-  FL/VOLUSIA
 DI4560  COUNTRY     -  US
 DI4560  USGS QUAD   -  OSTEEN (2018)
 DI4560
 DI4560                         *CURRENT SURVEY CONTROL
 DI4560  ______________________________________________________________________
 DI4560* NAD 83(1986) POSITION- 28 51 31.6    (N) 081 11 41.1    (W)   HD_HELD2
 DI4560* NAVD 88 ORTHO HEIGHT -    16.561 (meters)       54.33  (feet) ADJUSTED
 DI4560  ______________________________________________________________________
 DI4560  GEOID HEIGHT    -        -27.904 (meters)                     GEOID18
 DI4560  DYNAMIC HEIGHT  -         16.538 (meters)       54.26  (feet) COMP
 DI4560  MODELED GRAVITY -    979,249.2   (mgal)                       NAVD 88
 DI4560
 DI4560  VERT ORDER      -  SECOND    CLASS I
 DI4560
 DI4560.The horizontal coordinates were established by autonomous hand held GPS
 DI4560.observations and have an estimated accuracy of +/- 10 meters.
 DI4560
 DI4560.The orthometric height was determined by differential leveling and
 DI4560.adjusted by the NATIONAL GEODETIC SURVEY
 DI4560.in January 2008.
 DI4560
 DI4560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4560.GEOID18 height accuracy estimate available here.
 DI4560
 DI4560.Click photographs - Photos may exist for this station.
 DI4560
 DI4560.The dynamic height is computed by dividing the NAVD 88
 DI4560.geopotential number by the normal gravity value computed on the
 DI4560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4560.degrees latitude (g = 980.6199 gals.).
 DI4560
 DI4560.The modeled gravity was interpolated from observed gravity values.
 DI4560
 DI4560;                    North         East    Units  Estimated Accuracy
 DI4560;SPC FL E     -   501,394.      180,999.      MT  (+/- 10 meters HH2 GPS)
 DI4560
 DI4560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM8100592355(NAD 83)
 DI4560
 DI4560                          SUPERSEDED SURVEY CONTROL
 DI4560
 DI4560.No superseded survey control is available for this station.
 DI4560
 DI4560_MARKER: DD = SURVEY DISK
 DI4560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI4560_STAMPING: RM 04-08-635-1
 DI4560_MARK LOGO: SJRWMD
 DI4560_PROJECTION: FLUSH
 DI4560_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI4560+STABILITY: SURFACE MOTION
 DI4560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI4560+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2021
 DI4560
 DI4560  HISTORY     - Date     Condition        Report By
 DI4560  HISTORY     - 20040810 MONUMENTED       SJRWMD
 DI4560  HISTORY     - 20041202 GOOD             FLDEP
 DI4560  HISTORY     - 20210501 GOOD             GEOCAC
 DI4560
 DI4560                          STATION DESCRIPTION
 DI4560
 DI4560'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI4560'THE MARK IS ABOUT 4.8 MI EAST OF ENTERPRISE, 2.5 MI NORTHWEST OF
 DI4560'OSTEEN, IN DELTONA, IN  SECTION 11, TOWNSHIP 19 SOUTH, RANGE 31 EAST.
 DI4560'
 DI4560'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 415 AND DOYLE
 DI4560'ROAD (COUNTY ROAD  4162) IN OSTEEN, GO WESTERLY ON DOYLE ROAD (COUNTY
 DI4560'ROAD 4162) FOR 1.55 MI TO THE  INTERSECTION OF COURTLAND BOULEVARD,
 DI4560'CONTINUE NORTHWEST ON DOYLE ROAD (COUNTY  ROAD 4162) FOR 0.55 MI TO
 DI4560'THE JUNCTION OF SHERYL DRIVE ON THE RIGHT AND THE MARK ON THE  LEFT, A
 DI4560'SAINT JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) ALUMINUM DISK SET
 DI4560'IN THE  TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 0.5
 DI4560'FT BELOW THE LEVEL OF  DOYLE ROAD.
 DI4560'
 DI4560'LOCATED 44.5 FT SOUTHWEST OF THE CENTERLINE OF DOYLE ROAD AND 3.0 FT
 DI4560'WEST OF A POWER  POLE WITH A SJRWMD SIGN ATTACHED.
 DI4560'
 DI4560'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI4560'MONUMENT.
 DI4560
 DI4560                          STATION RECOVERY (2021)
 DI4560
 DI4560'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DI4560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4553 ***********************************************************************
 DI4553  DESIGNATION -  04 08 639 0
 DI4553  PID         -  DI4553
 DI4553  STATE/COUNTY-  FL/VOLUSIA
 DI4553  COUNTRY     -  US
 DI4553  USGS QUAD   -  LAKE HELEN (2018)
 DI4553
 DI4553                         *CURRENT SURVEY CONTROL
 DI4553  ______________________________________________________________________
 DI4553* NAD 83(1986) POSITION- 28 55 12.2    (N) 081 12 21.9    (W)   HD_HELD2
 DI4553* NAVD 88 ORTHO HEIGHT -     7.580 (meters)       24.87  (feet) ADJUSTED
 DI4553  ______________________________________________________________________
 DI4553  GEOID HEIGHT    -        -27.954 (meters)                     GEOID18
 DI4553  DYNAMIC HEIGHT  -          7.569 (meters)       24.83  (feet) COMP
 DI4553  MODELED GRAVITY -    979,254.4   (mgal)                       NAVD 88
 DI4553
 DI4553  VERT ORDER      -  SECOND    CLASS I
 DI4553
 DI4553.The horizontal coordinates were established by autonomous hand held GPS
 DI4553.observations and have an estimated accuracy of +/- 10 meters.
 DI4553
 DI4553.The orthometric height was determined by differential leveling and
 DI4553.adjusted by the NATIONAL GEODETIC SURVEY
 DI4553.in January 2008.
 DI4553
 DI4553.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4553.GEOID18 height accuracy estimate available here.
 DI4553
 DI4553.Click photographs - Photos may exist for this station.
 DI4553
 DI4553.The dynamic height is computed by dividing the NAVD 88
 DI4553.geopotential number by the normal gravity value computed on the
 DI4553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4553.degrees latitude (g = 980.6199 gals.).
 DI4553
 DI4553.The modeled gravity was interpolated from observed gravity values.
 DI4553
 DI4553;                    North         East    Units  Estimated Accuracy
 DI4553;SPC FL E     -   508,187.      179,905.      MT  (+/- 10 meters HH2 GPS)
 DI4553
 DI4553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7991299145(NAD 83)
 DI4553
 DI4553                          SUPERSEDED SURVEY CONTROL
 DI4553
 DI4553.No superseded survey control is available for this station.
 DI4553
 DI4553_MARKER: DD = SURVEY DISK
 DI4553_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DI4553_STAMPING: BM 04-08-639-0
 DI4553_MARK LOGO: SJRWMD
 DI4553_PROJECTION: FLUSH
 DI4553_MAGNETIC: I = MARKER IS A STEEL ROD
 DI4553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4553+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2021
 DI4553_ROD/PIPE-DEPTH: 16.8 meters
 DI4553
 DI4553  HISTORY     - Date     Condition        Report By
 DI4553  HISTORY     - 20040812 MONUMENTED       SJRWMD
 DI4553  HISTORY     - 20041202 GOOD             FLDEP
 DI4553  HISTORY     - 20210501 GOOD             GEOCAC
 DI4553
 DI4553                          STATION DESCRIPTION
 DI4553
 DI4553'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI4553'THE MARK IS ABOUT 5.0 MI NORTH OF OSTEEN, IN DELTONA, IN SECTION 15,
 DI4553'TOWNSHIP 18 SOUTH,  RANGE 31 EAST.
 DI4553'
 DI4553'TO REACH THE MARK FROM THE INTERSECTION OF HOWLAND BOULEVARD (COUNTY
 DI4553'ROAD 4145) AND  ELKCAM BOULEVARD (COUNTY ROAD 4143) IN DELTONA, GO
 DI4553'SOUTHWEST ON ELKCAM BOULEVARD  (COUNTY ROAD 4134) FOR 1.05 MI TO THE
 DI4553'MARK ON THE RIGHT (BETWEEN DUPONT LAKE), A SAINT  JOHNS RIVER WATER
 DI4553'MANAGEMENT DISTRICT (SJRWMD) ALUMINUM DISK ON THE TOP OF A 5/8 INCH
 DI4553'COPPER CLAD ROD DRIVEN TO THE DEPTH OF 55.0 FT AND SURROUNDED BY
 DI4553'CONCRETE, RECESSED  0.2 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 0.6
 DI4553'FT BELOW THE LEVEL OF ELKCAM  BOULEVARD.
 DI4553'
 DI4553'LOCATED ABOUT 275.0 FT WEST OF AMHERST AVENUE, 61.8 FT NORTH OF AND
 DI4553'ACROSS ELKCAM  BOULEVARD FROM A CONCRETE POWER POLE NUMBER 44683295503
 DI4553'WITH TWO GUY WIRES  ATTACHED, 29.0 FT NORTH OF THE CENTERLINE OF
 DI4553'ELKCAM BOULEVARD AND 1.0 FT SOUTH OF A  2-INCH SJRWMD PVC WITNESS
 DI4553'POST.
 DI4553'
 DI4553'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI4553'MONUMENT.
 DI4553
 DI4553                          STATION RECOVERY (2021)
 DI4553
 DI4553'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DI4553'THE CONCRETE POWER POLE NUMBER IS NOW 446836454 AND THE WITNESS POST
 DI4553'HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4554 ***********************************************************************
 DI4554  DESIGNATION -  04 08 639 RM 1
 DI4554  PID         -  DI4554
 DI4554  STATE/COUNTY-  FL/VOLUSIA
 DI4554  COUNTRY     -  US
 DI4554  USGS QUAD   -  LAKE HELEN (2018)
 DI4554
 DI4554                         *CURRENT SURVEY CONTROL
 DI4554  ______________________________________________________________________
 DI4554* NAD 83(1986) POSITION- 28 55 13.     (N) 081 12 27.     (W)   SCALED
 DI4554* NAVD 88 ORTHO HEIGHT -     7.652 (meters)       25.10  (feet) ADJUSTED
 DI4554  ______________________________________________________________________
 DI4554  GEOID HEIGHT    -        -27.953 (meters)                     GEOID18
 DI4554  DYNAMIC HEIGHT  -          7.641 (meters)       25.07  (feet) COMP
 DI4554  MODELED GRAVITY -    979,254.4   (mgal)                       NAVD 88
 DI4554
 DI4554  VERT ORDER      -  SECOND    CLASS I
 DI4554
 DI4554.The horizontal coordinates were scaled from a map and have
 DI4554.an estimated accuracy of +/- 6 seconds.
 DI4554
 DI4554.The orthometric height was determined by differential leveling and
 DI4554.adjusted by the NATIONAL GEODETIC SURVEY
 DI4554.in January 2008.
 DI4554
 DI4554.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4554.GEOID18 height accuracy estimate available here.
 DI4554
 DI4554.Click photographs - Photos may exist for this station.
 DI4554
 DI4554.The dynamic height is computed by dividing the NAVD 88
 DI4554.geopotential number by the normal gravity value computed on the
 DI4554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4554.degrees latitude (g = 980.6199 gals.).
 DI4554
 DI4554.The modeled gravity was interpolated from observed gravity values.
 DI4554
 DI4554;                    North         East    Units  Estimated Accuracy
 DI4554;SPC FL E     -   508,210.      179,770.      MT  (+/- 180 meters Scaled)
 DI4554
 DI4554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM797991(NAD 83)
 DI4554
 DI4554                          SUPERSEDED SURVEY CONTROL
 DI4554
 DI4554.No superseded survey control is available for this station.
 DI4554
 DI4554_MARKER: DD = SURVEY DISK
 DI4554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI4554_STAMPING: RM 04-08-639-1
 DI4554_MARK LOGO: SJRWMD
 DI4554_PROJECTION: RECESSED 5 CENTIMETERS
 DI4554_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI4554+STABILITY: SURFACE MOTION
 DI4554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4554+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 DI4554
 DI4554  HISTORY     - Date     Condition        Report By
 DI4554  HISTORY     - 20040812 MONUMENTED       SJRWMD
 DI4554  HISTORY     - 20041202 GOOD             FLDEP
 DI4554  HISTORY     - 20210501 MARK NOT FOUND   GEOCAC
 DI4554
 DI4554                          STATION DESCRIPTION
 DI4554
 DI4554'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI4554'THE MARK IS ABOUT 3.0 MI NORTH OF OSTEEN, IN DELTONA, IN SECTION 15,
 DI4554'TOWNSHIP 18 SOUTH,  RANGE 31 EAST.
 DI4554'
 DI4554'TO REACH THE MARK FROM THE INTERSECTION OF HOWLAND BOULEVARD (COUNTY
 DI4554'ROAD 4145) AND  ELKCAM BOULEVARD (COUNTY ROAD 4143) IN DELTONA, GO
 DI4554'SOUTHWEST ON ELKCAM BOULEVARD  (COUNTY ROAD 4134) FOR 1.1 MI TO THE
 DI4554'MARK ON THE RIGHT (BETWEEN DUPONT LAKE), A SAINT  JOHNS RIVER WATER
 DI4554'MANAGEMENT DISTRICT (SJRWMD) ALUMINUM DISK SET IN THE TOP OF A
 DI4554'CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND
 DI4554'ABOUT 0.6 FT  BELOW THE LEVEL OF ELKCAM BOULEVARD.
 DI4554'
 DI4554'LOCATED 60.0 FT NORTH OF AND ACROSS ELKCAM BOULEVARD FROM A CONCRETE
 DI4554'POWER POLE  NUMBER 112EM32 WITH A LIGHT AND ONE GUY WIRE ATTACHED,
 DI4554'25.0 FT NORTH OF THE CENTERLINE  OF ELKCAM BOULEVARD, 8.0 FT NORTHEAST
 DI4554'OF A 40 MPH SPEED LIMIT SIGN AND 1.0 FT SOUTH OF A  2-INCH SJRWMD PVC
 DI4554'WITNESS POST.
 DI4554'
 DI4554'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI4554'MONUMENT.
 DI4554
 DI4554                          STATION RECOVERY (2021)
 DI4554
 DI4554'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DI4554'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4556 ***********************************************************************
 DI4556  DESIGNATION -  04 08 640 0
 DI4556  PID         -  DI4556
 DI4556  STATE/COUNTY-  FL/VOLUSIA
 DI4556  COUNTRY     -  US
 DI4556  USGS QUAD   -  OSTEEN (2018)
 DI4556
 DI4556                         *CURRENT SURVEY CONTROL
 DI4556  ______________________________________________________________________
 DI4556* NAD 83(1986) POSITION- 28 51 46.2    (N) 081 12 28.3    (W)   HD_HELD2
 DI4556* NAVD 88 ORTHO HEIGHT -     9.882 (meters)       32.42  (feet) ADJUSTED
 DI4556  ______________________________________________________________________
 DI4556  GEOID HEIGHT    -        -27.904 (meters)                     GEOID18
 DI4556  DYNAMIC HEIGHT  -          9.868 (meters)       32.38  (feet) COMP
 DI4556  MODELED GRAVITY -    979,249.4   (mgal)                       NAVD 88
 DI4556
 DI4556  VERT ORDER      -  SECOND    CLASS I
 DI4556
 DI4556.The horizontal coordinates were established by autonomous hand held GPS
 DI4556.observations and have an estimated accuracy of +/- 10 meters.
 DI4556
 DI4556.The orthometric height was determined by differential leveling and
 DI4556.adjusted by the NATIONAL GEODETIC SURVEY
 DI4556.in January 2008.
 DI4556
 DI4556.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4556.GEOID18 height accuracy estimate available here.
 DI4556
 DI4556.Click photographs - Photos may exist for this station.
 DI4556
 DI4556.The dynamic height is computed by dividing the NAVD 88
 DI4556.geopotential number by the normal gravity value computed on the
 DI4556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4556.degrees latitude (g = 980.6199 gals.).
 DI4556
 DI4556.The modeled gravity was interpolated from observed gravity values.
 DI4556
 DI4556;                    North         East    Units  Estimated Accuracy
 DI4556;SPC FL E     -   501,846.      179,721.      MT  (+/- 10 meters HH2 GPS)
 DI4556
 DI4556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7972792806(NAD 83)
 DI4556
 DI4556                          SUPERSEDED SURVEY CONTROL
 DI4556
 DI4556.No superseded survey control is available for this station.
 DI4556
 DI4556_MARKER: DD = SURVEY DISK
 DI4556_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DI4556_STAMPING: BM 04-08-640-0
 DI4556_MARK LOGO: SJRWMD
 DI4556_PROJECTION: RECESSED 10 CENTIMETERS
 DI4556_MAGNETIC: I = MARKER IS A STEEL ROD
 DI4556_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4556+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2021
 DI4556_ROD/PIPE-DEPTH: 19.8 meters
 DI4556
 DI4556  HISTORY     - Date     Condition        Report By
 DI4556  HISTORY     - 20040916 MONUMENTED       SJRWMD
 DI4556  HISTORY     - 20041202 GOOD             FLDEP
 DI4556  HISTORY     - 20210501 GOOD             GEOCAC
 DI4556
 DI4556                          STATION DESCRIPTION
 DI4556
 DI4556'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI4556'THE MARK IS ABOUT 2.9 MI NORTHWEST OF OSTEEN, IN DELTONA, IN SECTION
 DI4556'3, TOWNSHIP 19  SOUTH, RANGE 31 EAST.
 DI4556'
 DI4556'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 415 AND DOYLE
 DI4556'ROAD (COUNTY ROAD  4162) IN OSTEEN, GO WESTERLY ON DOYLE ROAD (COUNTY
 DI4556'ROAD 4162) FOR 1.55 MI TO THE  INTERSECTION OF COURTLAND BOULEVARD,
 DI4556'CONTINUE NORTHWEST ON DOYLE ROAD (COUNTY  ROAD 4162) FOR 1.45 MI TO
 DI4556'THE JUNCTION OF MITNIK DRIVE ON THE RIGHT AND THE MARK ON THE  RIGHT,
 DI4556'A SAINT JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) ALUMINUM DISK
 DI4556'ON THE  TOP OF A 5/8 INCH COPPER CLAD ROD DRIVEN TO THE DEPTH OF 65.0
 DI4556'FT AND SURROUNDED BY  CONCRETE, FLUSH WITH THE GROUND AND ABOUT LEVEL
 DI4556'WITH DOYLE ROAD.
 DI4556'
 DI4556'LOCATED 27.0 FT NORTH OF THE CENTERLINE OF DOYLE ROAD, 25.3 FT EAST OF
 DI4556'THE APPROXIMATE  CENTERLINE OF MITNIK DRIVE, 6.0 FT SOUTHWEST OF A
 DI4556'SJRWMD WITNESS POST, 4.5 FT NORTHWEST  OF A BELLSOUTH CABLE BOX NUMBER
 DI4556'0105 AND 3.3 FT NORTHEAST OF A POWER POLE.
 DI4556'
 DI4556'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI4556'MONUMENT.
 DI4556
 DI4556                          STATION RECOVERY (2021)
 DI4556
 DI4556'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DI4556'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4558 ***********************************************************************
 DI4558  DESIGNATION -  04 08 640 RM 1
 DI4558  PID         -  DI4558
 DI4558  STATE/COUNTY-  FL/VOLUSIA
 DI4558  COUNTRY     -  US
 DI4558  USGS QUAD   -  OSTEEN (2018)
 DI4558
 DI4558                         *CURRENT SURVEY CONTROL
 DI4558  ______________________________________________________________________
 DI4558* NAD 83(1986) POSITION- 28 51 47.     (N) 081 12 32.     (W)   SCALED
 DI4558* NAVD 88 ORTHO HEIGHT -    10.141 (meters)       33.27  (feet) ADJUSTED
 DI4558  ______________________________________________________________________
 DI4558  GEOID HEIGHT    -        -27.903 (meters)                     GEOID18
 DI4558  DYNAMIC HEIGHT  -         10.126 (meters)       33.22  (feet) COMP
 DI4558  MODELED GRAVITY -    979,249.4   (mgal)                       NAVD 88
 DI4558
 DI4558  VERT ORDER      -  SECOND    CLASS I
 DI4558
 DI4558.The horizontal coordinates were scaled from a map and have
 DI4558.an estimated accuracy of +/- 6 seconds.
 DI4558
 DI4558.The orthometric height was determined by differential leveling and
 DI4558.adjusted by the NATIONAL GEODETIC SURVEY
 DI4558.in January 2008.
 DI4558
 DI4558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4558.GEOID18 height accuracy estimate available here.
 DI4558
 DI4558.Click photographs - Photos may exist for this station.
 DI4558
 DI4558.The dynamic height is computed by dividing the NAVD 88
 DI4558.geopotential number by the normal gravity value computed on the
 DI4558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4558.degrees latitude (g = 980.6199 gals.).
 DI4558
 DI4558.The modeled gravity was interpolated from observed gravity values.
 DI4558
 DI4558;                    North         East    Units  Estimated Accuracy
 DI4558;SPC FL E     -   501,870.      179,620.      MT  (+/- 180 meters Scaled)
 DI4558
 DI4558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM796928(NAD 83)
 DI4558
 DI4558                          SUPERSEDED SURVEY CONTROL
 DI4558
 DI4558.No superseded survey control is available for this station.
 DI4558
 DI4558_MARKER: DD = SURVEY DISK
 DI4558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI4558_STAMPING: RM 04-08-640-1
 DI4558_MARK LOGO: SJRWMD
 DI4558_PROJECTION: FLUSH
 DI4558_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI4558+STABILITY: SURFACE MOTION
 DI4558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4558+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2004
 DI4558
 DI4558  HISTORY     - Date     Condition        Report By
 DI4558  HISTORY     - 20040916 MONUMENTED       SJRWMD
 DI4558  HISTORY     - 20041202 GOOD             FLDEP
 DI4558  HISTORY     - 20210501 MARK NOT FOUND   GEOCAC
 DI4558
 DI4558                          STATION DESCRIPTION
 DI4558
 DI4558'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI4558'THE MARK IS ABOUT 2.9 MI NORTHWEST OF OSTEEN, IN DELTONA, IN SECTION
 DI4558'3, TOWNSHIP 19  SOUTH, RANGE 31 EAST.
 DI4558'
 DI4558'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 415 AND DOYLE
 DI4558'ROAD (COUNTY ROAD  4162) IN OSTEEN, GO WESTERLY ON DOYLE ROAD (COUNTY
 DI4558'ROAD 4162) FOR 1.55 MI TO THE  INTERSECTION OF COURTLAND BOULEVARD,
 DI4558'CONTINUE NORTHWEST ON DOYLE ROAD (COUNTY  ROAD 4162) FOR 1.45 MI TO
 DI4558'THE JUNCTION OF MITNIK DRIVE ON THE RIGHT AND THE MARK ON THE  LEFT, A
 DI4558'SAINT JOHNS RIVER WATER MANAGEMENT DISTRICT (SJRWMD) ALUMINUM DISK SET
 DI4558'IN THE  TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT
 DI4558'LEVEL WITH DOYLE ROAD.
 DI4558'
 DI4558'LOCATED 35.0 FT EAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD,
 DI4558'30.0 FT SOUTH OF THE  CENTERLINE OF DOYLE ROAD, 3.2 FT NORTH OF A
 DI4558'SJRWMD WITNESS POST AND 2.2 FT SOUTHWEST  OF A ROAD SIGN.
 DI4558'
 DI4558'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI4558'MONUMENT.
 DI4558
 DI4558                          STATION RECOVERY (2021)
 DI4558
 DI4558'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DI4558'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9489 ***********************************************************************
 AG9489  DESIGNATION -  043
 AG9489  PID         -  AG9489
 AG9489  STATE/COUNTY-  FL/SARASOTA
 AG9489  COUNTRY     -  US
 AG9489  USGS QUAD   -  OLD MYAKKA (2018)
 AG9489
 AG9489                         *CURRENT SURVEY CONTROL
 AG9489  ______________________________________________________________________
 AG9489* NAD 83(2011) POSITION- 27 20 19.14509(N) 082 20 51.47047(W)   ADJUSTED
 AG9489* NAD 83(2011) ELLIP HT-   -11.818 (meters)        (06/27/12)   ADJUSTED
 AG9489* NAD 83(2011) EPOCH   -  2010.00
 AG9489* NAVD 88 ORTHO HEIGHT -    12.7   (meters)       42.    (feet) GPS OBS
 AG9489  ______________________________________________________________________
 AG9489  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9489  GEOID HEIGHT    -        -25.240 (meters)                     GEOID93
 AG9489  GEOID HEIGHT    -        -24.491 (meters)                     GEOID18
 AG9489  NAD 83(2011) X  -    754,995.914 (meters)                     COMP
 AG9489  NAD 83(2011) Y  - -5,619,247.906 (meters)                     COMP
 AG9489  NAD 83(2011) Z  -  2,911,594.337 (meters)                     COMP
 AG9489  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 AG9489
 AG9489  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9489  Standards:
 AG9489         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9489            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9489  -------------------------------------------------------------------
 AG9489  NETWORK    3.00   8.21           1.20   1.25   4.19      0.03287425
 AG9489  -------------------------------------------------------------------
 AG9489  Click here for local accuracies and other accuracy information.
 AG9489
 AG9489.The horizontal coordinates were established by GPS observations
 AG9489.and adjusted by the National Geodetic Survey in June 2012.
 AG9489
 AG9489.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9489.been affixed to the stable North American tectonic plate. See 
 AG9489.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9489
 AG9489.The horizontal coordinates are valid at the epoch date displayed above
 AG9489.which is a decimal equivalence of Year/Month/Day.
 AG9489
 AG9489.The orthometric height was determined by GPS observations and a
 AG9489.high-resolution geoid model.
 AG9489
 AG9489.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9489.GEOID18 height accuracy estimate available here.
 AG9489
 AG9489.Click photographs - Photos may exist for this station.
 AG9489
 AG9489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9489
 AG9489.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9489
 AG9489.The ellipsoidal height was determined by GPS observations
 AG9489.and is referenced to NAD 83.
 AG9489
 AG9489. The following values were computed from the NAD 83(2011) position.
 AG9489
 AG9489;                    North         East     Units Scale Factor Converg.
 AG9489;SPC FL W     -   332,974.442   165,601.816   MT  0.99995578   -0 09 34.7
 AG9489;SPC FL W     - 1,092,433.65    543,311.96   sFT  0.99995578   -0 09 34.7
 AG9489;UTM  17      - 3,024,664.986   366,690.263   MT  0.99981937   -0 37 08.4
 AG9489
 AG9489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9489!SPC FL W     -   1.00000186  x   0.99995578  =   0.99995764
 AG9489!UTM  17      -   1.00000186  x   0.99981937  =   0.99982123
 AG9489
 AG9489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6669024664(NAD 83)
 AG9489
 AG9489                          SUPERSEDED SURVEY CONTROL
 AG9489
 AG9489  NAD 83(2007)-  27 20 19.14539(N)    082 20 51.47016(W) AD(2002.00) 0
 AG9489  ELLIP H (02/10/07)  -11.819  (m)                       GP(2002.00)    
 AG9489  NAD 83(1999)-  27 20 19.14500(N)    082 20 51.47132(W) AD(       ) 1
 AG9489  ELLIP H (06/19/01)  -11.796  (m)                       GP(       ) 4 1
 AG9489  NAD 83(1990)-  27 20 19.14356(N)    082 20 51.47085(W) AD(       ) 1
 AG9489  ELLIP H (05/09/94)  -11.674  (m)                       GP(       ) 4 2
 AG9489
 AG9489.Superseded values are not recommended for survey control.
 AG9489
 AG9489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9489.See file dsdata.pdf to determine how the superseded data were derived.
 AG9489
 AG9489_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9489_STAMPING: 043
 AG9489_MARK LOGO: FL-115
 AG9489_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9489+STABILITY: SURFACE MOTION
 AG9489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9489+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9489
 AG9489  HISTORY     - Date     Condition        Report By
 AG9489  HISTORY     - 1992     MONUMENTED       FL-115
 AG9489
 AG9489                          STATION DESCRIPTION
 AG9489
 AG9489'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9489'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9489'ROAD 780 (FRUITVILLE ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD
 AG9489'780 (FRUITVILLE ROAD), 6 MI (9.66 KM) TO THE STATION ON THE LEFT.
 AG9489'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---043---
 AG9489'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9489'6-INCHES BELOW THE GROUND. IT IS 17.4 FT (5.30 M) NORTHERLY OF THE
 AG9489'CENTERLINE OF STATE ROAD 780 (FRUITVILLE ROAD), AND 18 FT (5.49 M)
 AG9489'SOUTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9489'REFERENCES--
 AG9489'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9489'TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9489'BED FOR STATE ROAD 780 (FRUITVILLE ROAD). IT IS 11.21 FT (3.42 M)
 AG9489'SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 043, AND 17.06 FT (5.20 M)
 AG9489'WESTERLY OF SARCO REFERENCE NO. 2.
 AG9489'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9489'TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9489'BED FOR STATE ROAD 780 (FRUITVILLE ROAD). IT IS 11.66 FT (3.55 M)
 AG9489'SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 043, AND 17.06 FT (5.20 M)
 AG9489'EASTERLY OF SARCO REFERENCE NO. 1.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9490 ***********************************************************************
 AG9490  DESIGNATION -  044
 AG9490  PID         -  AG9490
 AG9490  STATE/COUNTY-  FL/SARASOTA
 AG9490  COUNTRY     -  US
 AG9490  USGS QUAD   -  OLD MYAKKA (2018)
 AG9490
 AG9490                         *CURRENT SURVEY CONTROL
 AG9490  ______________________________________________________________________
 AG9490* NAD 83(2011) POSITION- 27 20 19.57095(N) 082 20 20.11738(W)   ADJUSTED
 AG9490* NAD 83(2011) ELLIP HT-   -11.331 (meters)        (06/27/12)   ADJUSTED
 AG9490* NAD 83(2011) EPOCH   -  2010.00
 AG9490* NAVD 88 ORTHO HEIGHT -    13.2   (meters)       43.    (feet) GPS OBS
 AG9490  ______________________________________________________________________
 AG9490  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9490  GEOID HEIGHT    -        -25.250 (meters)                     GEOID93
 AG9490  GEOID HEIGHT    -        -24.496 (meters)                     GEOID18
 AG9490  NAD 83(2011) X  -    755,849.309 (meters)                     COMP
 AG9490  NAD 83(2011) Y  - -5,619,127.541 (meters)                     COMP
 AG9490  NAD 83(2011) Z  -  2,911,606.205 (meters)                     COMP
 AG9490  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 AG9490
 AG9490  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9490  Standards:
 AG9490         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9490            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9490  -------------------------------------------------------------------
 AG9490  NETWORK    3.02   8.25           1.21   1.26   4.21      0.02292257
 AG9490  -------------------------------------------------------------------
 AG9490  Click here for local accuracies and other accuracy information.
 AG9490
 AG9490.The horizontal coordinates were established by GPS observations
 AG9490.and adjusted by the National Geodetic Survey in June 2012.
 AG9490
 AG9490.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9490.been affixed to the stable North American tectonic plate. See 
 AG9490.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9490
 AG9490.The horizontal coordinates are valid at the epoch date displayed above
 AG9490.which is a decimal equivalence of Year/Month/Day.
 AG9490
 AG9490.The orthometric height was determined by GPS observations and a
 AG9490.high-resolution geoid model.
 AG9490
 AG9490.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9490.GEOID18 height accuracy estimate available here.
 AG9490
 AG9490.Click photographs - Photos may exist for this station.
 AG9490
 AG9490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9490
 AG9490.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9490
 AG9490.The ellipsoidal height was determined by GPS observations
 AG9490.and is referenced to NAD 83.
 AG9490
 AG9490. The following values were computed from the NAD 83(2011) position.
 AG9490
 AG9490;                    North         East     Units Scale Factor Converg.
 AG9490;SPC FL W     -   332,985.178   166,463.635   MT  0.99995505   -0 09 20.3
 AG9490;SPC FL W     - 1,092,468.87    546,139.44   sFT  0.99995505   -0 09 20.3
 AG9490;UTM  17      - 3,024,668.812   367,552.023   MT  0.99981655   -0 36 54.0
 AG9490
 AG9490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9490!SPC FL W     -   1.00000178  x   0.99995505  =   0.99995683
 AG9490!UTM  17      -   1.00000178  x   0.99981655  =   0.99981833
 AG9490
 AG9490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6755224668(NAD 83)
 AG9490
 AG9490                          SUPERSEDED SURVEY CONTROL
 AG9490
 AG9490  NAD 83(2007)-  27 20 19.57125(N)    082 20 20.11709(W) AD(2002.00) 0
 AG9490  ELLIP H (02/10/07)  -11.330  (m)                       GP(2002.00)    
 AG9490  NAD 83(1999)-  27 20 19.57083(N)    082 20 20.11822(W) AD(       ) 1
 AG9490  ELLIP H (06/19/01)  -11.311  (m)                       GP(       ) 4 1
 AG9490  NAD 83(1990)-  27 20 19.56940(N)    082 20 20.11773(W) AD(       ) 1
 AG9490  ELLIP H (05/09/94)  -11.192  (m)                       GP(       ) 4 2
 AG9490
 AG9490.Superseded values are not recommended for survey control.
 AG9490
 AG9490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9490.See file dsdata.pdf to determine how the superseded data were derived.
 AG9490
 AG9490_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9490_STAMPING: 044
 AG9490_MARK LOGO: FL-115
 AG9490_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9490+STABILITY: SURFACE MOTION
 AG9490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9490+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9490
 AG9490  HISTORY     - Date     Condition        Report By
 AG9490  HISTORY     - 1992     MONUMENTED       FL-115
 AG9490
 AG9490                          STATION DESCRIPTION
 AG9490
 AG9490'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9490'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9490'ROAD 780 (FRUITVILLE ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD
 AG9490'780 (FRUITVILLE ROAD), 6.55 MI (10.54 KM) TO THE STATION ON THE RIGHT
 AG9490'.
 AG9490'THE STATION IS A SARASOTA COUNTY GPS STATION DISK STAMPED ---044---
 AG9490'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9490'6-INCHES BELOW THE GROUND. IT IS 15.7 FT (4.79 M) SOUTHERLY OF THE
 AG9490'CENTERLINE OF STATE ROAD 780 (FRUITVILLE ROAD), AND 7.1 FT (2.16 M)
 AG9490'NORTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9490'REFERENCES--
 AG9490'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9490'TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9490'BED FOR STATE ROAD 780 (FRUITVILLE ROAD). IT IS 8.06 FT (2.46 M)
 AG9490'NORTHWESTERLY OF SARCO G.P.S. STATION SAR 044, AND 8.67 FT (2.64 M)
 AG9490'WESTERLY OF SARCO REFERENCE NO. 2.
 AG9490'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9490'TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9490'BED FOR STATE ROAD 780 (FRUITVILLE ROAD). IT IS 8.06 FT (2.46 M)
 AG9490'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 044, AND 8.67 FT (2.64 M)
 AG9490'EASTERLY OF SARCO REFERENCE NO. 1.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9491 ***********************************************************************
 AG9491  DESIGNATION -  047
 AG9491  PID         -  AG9491
 AG9491  STATE/COUNTY-  FL/SARASOTA
 AG9491  COUNTRY     -  US
 AG9491  USGS QUAD   -  OLD MYAKKA (2018)
 AG9491
 AG9491                         *CURRENT SURVEY CONTROL
 AG9491  ______________________________________________________________________
 AG9491* NAD 83(2011) POSITION- 27 18 21.39467(N) 082 16 19.93427(W)   ADJUSTED
 AG9491* NAD 83(2011) ELLIP HT-   -11.381 (meters)        (06/27/12)   ADJUSTED
 AG9491* NAD 83(2011) EPOCH   -  2010.00
 AG9491* NAVD 88 ORTHO HEIGHT -    13.2   (meters)       43.    (feet) GPS OBS
 AG9491  ______________________________________________________________________
 AG9491  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9491  GEOID HEIGHT    -        -25.250 (meters)                     GEOID93
 AG9491  GEOID HEIGHT    -        -24.489 (meters)                     GEOID18
 AG9491  NAD 83(2011) X  -    762,616.434 (meters)                     COMP
 AG9491  NAD 83(2011) Y  - -5,619,897.973 (meters)                     COMP
 AG9491  NAD 83(2011) Z  -  2,908,374.506 (meters)                     COMP
 AG9491  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 AG9491
 AG9491  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9491  Standards:
 AG9491         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9491            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9491  -------------------------------------------------------------------
 AG9491  NETWORK    3.51   9.31           1.40   1.47   4.75      0.00433066
 AG9491  -------------------------------------------------------------------
 AG9491  Click here for local accuracies and other accuracy information.
 AG9491
 AG9491.The horizontal coordinates were established by GPS observations
 AG9491.and adjusted by the National Geodetic Survey in June 2012.
 AG9491
 AG9491.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9491.been affixed to the stable North American tectonic plate. See 
 AG9491.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9491
 AG9491.The horizontal coordinates are valid at the epoch date displayed above
 AG9491.which is a decimal equivalence of Year/Month/Day.
 AG9491
 AG9491.The orthometric height was determined by GPS observations and a
 AG9491.high-resolution geoid model.
 AG9491
 AG9491.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9491.GEOID18 height accuracy estimate available here.
 AG9491
 AG9491.Click photographs - Photos may exist for this station.
 AG9491
 AG9491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9491
 AG9491.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9491
 AG9491.The ellipsoidal height was determined by GPS observations
 AG9491.and is referenced to NAD 83.
 AG9491
 AG9491. The following values were computed from the NAD 83(2011) position.
 AG9491
 AG9491;                    North         East     Units Scale Factor Converg.
 AG9491;SPC FL W     -   329,331.713   173,057.452   MT  0.99995013   -0 07 29.5
 AG9491;SPC FL W     - 1,080,482.46    567,772.66   sFT  0.99995013   -0 07 29.5
 AG9491;UTM  17      - 3,020,963.175   374,115.393   MT  0.99979562   -0 35 01.3
 AG9491
 AG9491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9491!SPC FL W     -   1.00000179  x   0.99995013  =   0.99995192
 AG9491!UTM  17      -   1.00000179  x   0.99979562  =   0.99979741
 AG9491
 AG9491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7411520963(NAD 83)
 AG9491
 AG9491                          SUPERSEDED SURVEY CONTROL
 AG9491
 AG9491  NAD 83(2007)-  27 18 21.39504(N)    082 16 19.93404(W) AD(2002.00) 0
 AG9491  ELLIP H (02/10/07)  -11.374  (m)                       GP(2002.00)    
 AG9491  NAD 83(1999)-  27 18 21.39444(N)    082 16 19.93500(W) AD(       ) 1
 AG9491  ELLIP H (06/19/01)  -11.377  (m)                       GP(       ) 4 1
 AG9491  NAD 83(1990)-  27 18 21.39346(N)    082 16 19.93428(W) AD(       ) 1
 AG9491  ELLIP H (05/09/94)  -11.214  (m)                       GP(       ) 4 2
 AG9491
 AG9491.Superseded values are not recommended for survey control.
 AG9491
 AG9491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9491.See file dsdata.pdf to determine how the superseded data were derived.
 AG9491
 AG9491_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9491_STAMPING: 047
 AG9491_MARK LOGO: FL-115
 AG9491_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9491+STABILITY: SURFACE MOTION
 AG9491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9491+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9491
 AG9491  HISTORY     - Date     Condition        Report By
 AG9491  HISTORY     - 1992     MONUMENTED       FL-115
 AG9491
 AG9491                          STATION DESCRIPTION
 AG9491
 AG9491'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9491'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 780
 AG9491'(FRUITVILLE ROAD) AND MYAKKA ROAD IN SARASOTA COUNTY, GO SOUTH ON
 AG9491'MYAKKA ROAD, 2.15 MI (3.46 KM) TO THE INTERSECTION OF MYAKKA ROAD AND
 AG9491'HANCOCK ROAD, THEN GO WEST ON HANCOCK ROAD, 0.35 MI (0.56 KM) TO THE
 AG9491'STATION ON THE RIGHT.
 AG9491'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---047---
 AG9491'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9491'5-INCHES BELOW THE GROUND. IT IS 10.86 FT (3.31 M) NORTHERLY OF A
 AG9491'NAIL AND DISK IN THE CENTERLINE OF HANCOCK ROAD, AND 7.7 FT (2.35 M)
 AG9491'SOUTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9491'REFERENCES--
 AG9491'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9491'TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9491'BED FOR HANDCOCK ROAD. IT IS 7.72 FT (2.35 M) SOUTHEASTERLY OF SARCO
 AG9491'G.P.S. STATION SAR 047, AND 9.67 FT (2.95 M) EASTERLY OF SARCO
 AG9491'REFERENCE NO. 2.
 AG9491'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9491'TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9491'BED FOR HANDCOCK ROAD. IT IS 6.96 FT (2.12 M) SOUTHEASTERLY OF SARCO
 AG9491'G.P.S. STATION SAR 047, AND 9.67 FT (2.95 M) WESTERLY OF SARCO
 AG9491'REFERENCE NO. 1.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9492 ***********************************************************************
 AG9492  DESIGNATION -  048
 AG9492  PID         -  AG9492
 AG9492  STATE/COUNTY-  FL/SARASOTA
 AG9492  COUNTRY     -  US
 AG9492  USGS QUAD   -  OLD MYAKKA (2018)
 AG9492
 AG9492                         *CURRENT SURVEY CONTROL
 AG9492  ______________________________________________________________________
 AG9492* NAD 83(2011) POSITION- 27 18 20.79016(N) 082 15 45.14006(W)   ADJUSTED
 AG9492* NAD 83(2011) ELLIP HT-   -15.282 (meters)        (06/27/12)   ADJUSTED
 AG9492* NAD 83(2011) EPOCH   -  2010.00
 AG9492* NAVD 88 ORTHO HEIGHT -     9.203 (meters)       30.19  (feet) ADJUSTED
 AG9492  ______________________________________________________________________
 AG9492  GEOID HEIGHT    -        -24.494 (meters)                     GEOID18
 AG9492  NAD 83(2011) X  -    763,565.110 (meters)                     COMP
 AG9492  NAD 83(2011) Y  - -5,619,774.272 (meters)                     COMP
 AG9492  NAD 83(2011) Z  -  2,908,356.183 (meters)                     COMP
 AG9492  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 AG9492  DYNAMIC HEIGHT  -          9.189 (meters)       30.15  (feet) COMP
 AG9492  MODELED GRAVITY -    979,122.6   (mgal)                       NAVD 88
 AG9492
 AG9492  VERT ORDER      -  SECOND    CLASS I
 AG9492
 AG9492  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9492  Standards:
 AG9492         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9492            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9492  -------------------------------------------------------------------
 AG9492  NETWORK    3.45   9.17           1.39   1.43   4.68     -0.01938401
 AG9492  -------------------------------------------------------------------
 AG9492  Click here for local accuracies and other accuracy information.
 AG9492
 AG9492.The horizontal coordinates were established by GPS observations
 AG9492.and adjusted by the National Geodetic Survey in June 2012.
 AG9492
 AG9492.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9492.been affixed to the stable North American tectonic plate. See 
 AG9492.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9492
 AG9492.The horizontal coordinates are valid at the epoch date displayed above
 AG9492.which is a decimal equivalence of Year/Month/Day.
 AG9492
 AG9492.The orthometric height was determined by differential leveling and
 AG9492.adjusted by the NATIONAL GEODETIC SURVEY
 AG9492.in May 2008.
 AG9492
 AG9492.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9492.GEOID18 height accuracy estimate available here.
 AG9492
 AG9492.Click photographs - Photos may exist for this station.
 AG9492
 AG9492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9492
 AG9492.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9492
 AG9492.The ellipsoidal height was determined by GPS observations
 AG9492.and is referenced to NAD 83.
 AG9492
 AG9492.The dynamic height is computed by dividing the NAVD 88
 AG9492.geopotential number by the normal gravity value computed on the
 AG9492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9492.degrees latitude (g = 980.6199 gals.).
 AG9492
 AG9492.The modeled gravity was interpolated from observed gravity values.
 AG9492
 AG9492. The following values were computed from the NAD 83(2011) position.
 AG9492
 AG9492;                    North         East     Units Scale Factor Converg.
 AG9492;SPC FL W     -   329,311.059   174,014.057   MT  0.99994951   -0 07 13.6
 AG9492;SPC FL W     - 1,080,414.70    570,911.12   sFT  0.99994951   -0 07 13.6
 AG9492;UTM  17      - 3,020,934.866   375,071.654   MT  0.99979266   -0 34 45.3
 AG9492
 AG9492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9492!SPC FL W     -   1.00000240  x   0.99994951  =   0.99995191
 AG9492!UTM  17      -   1.00000240  x   0.99979266  =   0.99979506
 AG9492
 AG9492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7507120934(NAD 83)
 AG9492
 AG9492                          SUPERSEDED SURVEY CONTROL
 AG9492
 AG9492  NAD 83(2007)-  27 18 20.79053(N)    082 15 45.13983(W) AD(2002.00) 0
 AG9492  ELLIP H (02/10/07)  -15.274  (m)                       GP(2002.00)    
 AG9492  NAD 83(1999)-  27 18 20.78993(N)    082 15 45.14079(W) AD(       ) 1
 AG9492  ELLIP H (06/19/01)  -15.277  (m)                       GP(       ) 4 1
 AG9492  NAD 83(1990)-  27 18 20.78897(N)    082 15 45.14006(W) AD(       ) 1
 AG9492  ELLIP H (05/09/94)  -15.109  (m)                       GP(       ) 4 2
 AG9492  NAVD 88 (05/09/94)    9.3    (m)  GEOID93  model used  GPS OBS        
 AG9492
 AG9492.Superseded values are not recommended for survey control.
 AG9492
 AG9492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9492.See file dsdata.pdf to determine how the superseded data were derived.
 AG9492
 AG9492_MARKER: DD = SURVEY DISK
 AG9492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9492_STAMPING: 048
 AG9492_MARK LOGO: FL-115
 AG9492_PROJECTION: RECESSED 10 CENTIMETERS
 AG9492_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9492+STABILITY: SURFACE MOTION
 AG9492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9492+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2022
 AG9492
 AG9492  HISTORY     - Date     Condition        Report By
 AG9492  HISTORY     - 1992     MONUMENTED       FL-115
 AG9492  HISTORY     - 20060331 GOOD             FLDEP
 AG9492  HISTORY     - 20110331 GOOD             DEGROV
 AG9492  HISTORY     - 20220310 GOOD             FLDT
 AG9492
 AG9492                          STATION DESCRIPTION
 AG9492
 AG9492'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9492'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 780
 AG9492'(FRUITVILLE ROAD) AND MYAKKA ROAD IN SARASOTA COUNTY, GO SOUTH AND
 AG9492'EAST ON MYAKKA ROAD, 2.4 MI (3.86 KM) TO THE STATION ON THE RIGHT.
 AG9492'THE STATION IS A SARASOTA COUNTY GPS STATION DISK STAMPED ---048---
 AG9492'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9492'6-INCHES BELOW THE GROUND. IT IS 18 FT (5.49 M) SOUTHERLY OF THE
 AG9492'CENTERLINE OF MYAKKA ROAD, AND 25.5 FT (7.77 M) NORTHERLY OF A SURVEY
 AG9492'MARKER WITNESS POST.
 AG9492'REFERENCES--
 AG9492'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9492'TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9492'BED FOR MYAKKA ROAD. IT IS 11.96 FT (3.65 M) NORTHWESTERLY OF SARCO G
 AG9492'.P.S. STATION SAR 048, AND 16.88 FT (5.15 M) WESTERLY OF SARCO
 AG9492'REFERENCE NO. 2.
 AG9492'REFERENCE MARK NUMBER NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9492'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9492'PAVEMENT ROAD BED FOR MYAKKA ROAD. IT IS 11.53 FT (3.51 M)
 AG9492'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 048, AND 16.88 FT (5.15 M)
 AG9492'EASTERLY OF SARCO REFERENCE NO. 1.
 AG9492
 AG9492                          STATION RECOVERY (2006)
 AG9492
 AG9492'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (BPJ)
 AG9492'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS,
 AG9492'
 AG9492'TO REACH THE MARK FROM  THE POST OFFICE IN MYAKKA CITY, GO WEST ON
 AG9492'STATE ROAD 70 FOR 7.1 MI TO THE JUNCTION OF  VERNA ROAD ON THE LEFT,
 AG9492'TURN LEFT ON VERNA ROAD AND GO SOUTH FOR 3.65 MI TO THE  JUNCTION OF
 AG9492'FRUITVILLE ROAD (COUNTY ROAD 780) ON THE RIGHT, CONTINUE SOUTH ON
 AG9492'MYAKKA  ROAD (COUNTY ROAD 780) FOR 2.3 MI TO THE MARK ON THE RIGHT,
 AG9492'SET IN THE TOP OF A ROUND  CONCRETE MONUMENT RECESSED 0.4 FT BELOW THE
 AG9492'LEVEL OF THE GROUND AND ABOUT 0.7 FT  BELOW THE LEVEL OF MYAKKA ROAD.
 AG9492'
 AG9492'NOTE THE MARK IS ALSO LOCATED 98.8 FT WEST OF POWER POLE NUMBER
 AG9492'5-3366-0104-0-1 AND 50.7  FT NORTHWEST OF THE APPROXIMATE CENTER OF A
 AG9492'METAL GATE.
 AG9492
 AG9492                          STATION RECOVERY (2011)
 AG9492
 AG9492'RECOVERY NOTE BY DEGROVE SURVEYORS INCORPORATED 2011 (RLT)
 AG9492'RECOVERED IN GOOD CONDITION.
 AG9492
 AG9492                          STATION RECOVERY (2022)
 AG9492
 AG9492'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2022 (BP)
 AG9492'THE MARK IS LOCATED 25.5 FT (7.8 M) NORTHEAST FROM A WITNESS POST,
 AG9492'23.8 FT (7.3 M) SOUTHWEST FROM A SET PK NAIL AND FDOT DISK, 20.9 FT
 AG9492'(6.4 M) SOUTHEAST FROM A SET PK NAIL AND FDOT DISK AND 18.0 FT (5.5 M)
 AG9492'SOUTH OF THE CENTERLINE OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9493 ***********************************************************************
 AG9493  DESIGNATION -  049
 AG9493  PID         -  AG9493
 AG9493  STATE/COUNTY-  FL/SARASOTA
 AG9493  COUNTRY     -  US
 AG9493  USGS QUAD   -  OLD MYAKKA (2018)
 AG9493
 AG9493                         *CURRENT SURVEY CONTROL
 AG9493  ______________________________________________________________________
 AG9493* NAD 83(2011) POSITION- 27 21 25.68643(N) 082 16 06.42256(W)   ADJUSTED
 AG9493* NAD 83(2011) ELLIP HT-    -3.413 (meters)        (06/27/12)   ADJUSTED
 AG9493* NAD 83(2011) EPOCH   -  2010.00
 AG9493* NAVD 88 ORTHO HEIGHT -    21.132 (meters)       69.33  (feet) ADJUSTED
 AG9493  ______________________________________________________________________
 AG9493  GEOID HEIGHT    -        -24.559 (meters)                     GEOID18
 AG9493  NAD 83(2011) X  -    762,635.140 (meters)                     COMP
 AG9493  NAD 83(2011) Y  - -5,617,274.216 (meters)                     COMP
 AG9493  NAD 83(2011) Z  -  2,913,417.442 (meters)                     COMP
 AG9493  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 AG9493  DYNAMIC HEIGHT  -         21.100 (meters)       69.23  (feet) COMP
 AG9493  MODELED GRAVITY -    979,125.2   (mgal)                       NAVD 88
 AG9493
 AG9493  VERT ORDER      -  SECOND    CLASS I
 AG9493
 AG9493  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9493  Standards:
 AG9493         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9493            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9493  -------------------------------------------------------------------
 AG9493  NETWORK    3.27   9.06           1.31   1.36   4.62     -0.02456247
 AG9493  -------------------------------------------------------------------
 AG9493  Click here for local accuracies and other accuracy information.
 AG9493
 AG9493.The horizontal coordinates were established by GPS observations
 AG9493.and adjusted by the National Geodetic Survey in June 2012.
 AG9493
 AG9493.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9493.been affixed to the stable North American tectonic plate. See 
 AG9493.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9493
 AG9493.The horizontal coordinates are valid at the epoch date displayed above
 AG9493.which is a decimal equivalence of Year/Month/Day.
 AG9493
 AG9493.The orthometric height was determined by differential leveling and
 AG9493.adjusted by the NATIONAL GEODETIC SURVEY
 AG9493.in May 2008.
 AG9493
 AG9493.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9493.GEOID18 height accuracy estimate available here.
 AG9493
 AG9493.Click photographs - Photos may exist for this station.
 AG9493
 AG9493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9493
 AG9493.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9493
 AG9493.The ellipsoidal height was determined by GPS observations
 AG9493.and is referenced to NAD 83.
 AG9493
 AG9493.The dynamic height is computed by dividing the NAVD 88
 AG9493.geopotential number by the normal gravity value computed on the
 AG9493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9493.degrees latitude (g = 980.6199 gals.).
 AG9493
 AG9493.The modeled gravity was interpolated from observed gravity values.
 AG9493
 AG9493. The following values were computed from the NAD 83(2011) position.
 AG9493
 AG9493;                    North         East     Units Scale Factor Converg.
 AG9493;SPC FL W     -   335,003.150   173,441.150   MT  0.99994988   -0 07 24.1
 AG9493;SPC FL W     - 1,099,089.50    569,031.51   sFT  0.99994988   -0 07 24.1
 AG9493;UTM  17      - 3,026,630.476   374,544.468   MT  0.99979428   -0 34 58.7
 AG9493
 AG9493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9493!SPC FL W     -   1.00000054  x   0.99994988  =   0.99995042
 AG9493!UTM  17      -   1.00000054  x   0.99979428  =   0.99979482
 AG9493
 AG9493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7454426630(NAD 83)
 AG9493
 AG9493                          SUPERSEDED SURVEY CONTROL
 AG9493
 AG9493  NAD 83(2007)-  27 21 25.68684(N)    082 16 06.42232(W) AD(2002.00) 0
 AG9493  ELLIP H (02/10/07)   -3.406  (m)                       GP(2002.00)    
 AG9493  NAD 83(1999)-  27 21 25.68612(N)    082 16 06.42335(W) AD(       ) 1
 AG9493  ELLIP H (06/19/01)   -3.419  (m)                       GP(       ) 4 1
 AG9493  NAD 83(1990)-  27 21 25.68471(N)    082 16 06.42273(W) AD(       ) 1
 AG9493  ELLIP H (05/09/94)   -3.307  (m)                       GP(       ) 4 2
 AG9493  NAVD 88 (05/09/94)   21.2    (m)  GEOID93  model used  GPS OBS        
 AG9493
 AG9493.Superseded values are not recommended for survey control.
 AG9493
 AG9493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9493.See file dsdata.pdf to determine how the superseded data were derived.
 AG9493
 AG9493_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9493_STAMPING: 049
 AG9493_MARK LOGO: FL-115
 AG9493_PROJECTION: RECESSED 15 CENTIMETERS
 AG9493_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9493+STABILITY: SURFACE MOTION
 AG9493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9493+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2007
 AG9493
 AG9493  HISTORY     - Date     Condition        Report By
 AG9493  HISTORY     - 1992     MONUMENTED       FL-115
 AG9493  HISTORY     - 20060331 GOOD             FLDEP
 AG9493  HISTORY     - 20070731 GOOD             FLDEP
 AG9493
 AG9493                          STATION DESCRIPTION
 AG9493
 AG9493'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9493'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 780
 AG9493'(FRUITVILLE ROAD) AND VERNA ROAD IN SARASOTA COUNTY, GO NORTH ON
 AG9493'VERNA ROAD, 1.5 MI (2.41 KM) TO THE STATION ON THE RIGHT.
 AG9493'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---049---
 AG9493'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9493'6-INCHES BELOW THE GROUND. IT IS 17.6 FT (5.36 M) EASTERLY OF THE
 AG9493'CENTERLINE OF VERNA ROAD AND 29.1 FT (8.87 M) WESTERLY OF A SURVEY
 AG9493'MARKER WITNESS POST.
 AG9493'REFERENCES--
 AG9493'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9493'TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9493'BED FOR VERNA ROAD. IT IS 6.56 FT (2.00 M) SOUTHWESTERLY OF SARCO G
 AG9493'.P.S. STATION SAR 049, AND 9.65 FT (2.94 M) SOUTHERLY OF SARCO
 AG9493'REFERENCE NO. 2.
 AG9493'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9493'TAG AND P.K. NAIL SET IN THE WESTERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9493'BED FOR VERNA ROAD. IT IS 7.96 FT (2.43 M) NORTHWESTERLY OF SARCO G
 AG9493'.P.S. STATION SAR 049, AND 9.65 FT (2.94 M) NORTHERLY OF SARCO
 AG9493'REFERENCE NO. 1.
 AG9493
 AG9493                          STATION RECOVERY (2006)
 AG9493
 AG9493'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (BPJ)
 AG9493'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS,
 AG9493'
 AG9493'TO REACH THE MARK FROM  THE POST OFFICE IN MYAKKA CITY, GO WEST ON
 AG9493'STATE ROAD 70 FOR 7.1 MI TO THE JUNCTION OF  VERNA ROAD ON THE LEFT,
 AG9493'TURN LEFT ON VERNA ROAD AND GO SOUTH FOR 2.05 MI TO THE  JUNCTION OF A
 AG9493'DRIVEWAY AT 2600 VERNA ROAD ON THE RIGHT AND THE MARK ON THE LEFT, SET
 AG9493'IN  THE TOP OF A CONCRETE MONUMENT RECESSED 0.6 FT BELOW THE LEVEL OF
 AG9493'THE GROUND AND  ABOUT 1.0 FT BELOW THE LEVEL OF VERNA ROAD.
 AG9493'
 AG9493'NOTE THE MARK IS ALSO LOCATED 2.0 FT NORTH OF THE APPROXIMATE EXTENDED
 AG9493'CENTERLINE OF  THE DRIVEWAY AT 2600 VERNA ROAD.
 AG9493
 AG9493                          STATION RECOVERY (2007)
 AG9493
 AG9493'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG9493'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9494 ***********************************************************************
 AG9494  DESIGNATION -  051
 AG9494  PID         -  AG9494
 AG9494  STATE/COUNTY-  FL/SARASOTA
 AG9494  COUNTRY     -  US
 AG9494  USGS QUAD   -  BEE RIDGE (2018)
 AG9494
 AG9494                         *CURRENT SURVEY CONTROL
 AG9494  ______________________________________________________________________
 AG9494* NAD 83(2011) POSITION- 27 15 33.86409(N) 082 24 13.46171(W)   ADJUSTED
 AG9494* NAD 83(2011) ELLIP HT-   -15.633 (meters)        (06/27/12)   ADJUSTED
 AG9494* NAD 83(2011) EPOCH   -  2010.00
 AG9494* NAVD 88 ORTHO HEIGHT -     8.7   (meters)       29.    (feet) GPS OBS
 AG9494  ______________________________________________________________________
 AG9494  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9494  GEOID HEIGHT    -        -25.060 (meters)                     GEOID93
 AG9494  GEOID HEIGHT    -        -24.309 (meters)                     GEOID18
 AG9494  NAD 83(2011) X  -    750,024.650 (meters)                     COMP
 AG9494  NAD 83(2011) Y  - -5,623,973.108 (meters)                     COMP
 AG9494  NAD 83(2011) Z  -  2,903,789.617 (meters)                     COMP
 AG9494  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 AG9494
 AG9494  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9494  Standards:
 AG9494         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9494            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9494  -------------------------------------------------------------------
 AG9494  NETWORK    3.13   7.49           1.28   1.28   3.82      0.09603974
 AG9494  -------------------------------------------------------------------
 AG9494  Click here for local accuracies and other accuracy information.
 AG9494
 AG9494.The horizontal coordinates were established by GPS observations
 AG9494.and adjusted by the National Geodetic Survey in June 2012.
 AG9494
 AG9494.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9494.been affixed to the stable North American tectonic plate. See 
 AG9494.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9494
 AG9494.The horizontal coordinates are valid at the epoch date displayed above
 AG9494.which is a decimal equivalence of Year/Month/Day.
 AG9494
 AG9494.The orthometric height was determined by GPS observations and a
 AG9494.high-resolution geoid model.
 AG9494
 AG9494.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9494.GEOID18 height accuracy estimate available here.
 AG9494
 AG9494.Click photographs - Photos may exist for this station.
 AG9494
 AG9494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9494
 AG9494.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9494
 AG9494.The ellipsoidal height was determined by GPS observations
 AG9494.and is referenced to NAD 83.
 AG9494
 AG9494. The following values were computed from the NAD 83(2011) position.
 AG9494
 AG9494;                    North         East     Units Scale Factor Converg.
 AG9494;SPC FL W     -   324,210.582   160,021.414   MT  0.99996090   -0 11 05.7
 AG9494;SPC FL W     - 1,063,680.88    525,003.59   sFT  0.99996090   -0 11 05.7
 AG9494;UTM  17      - 3,015,947.213   361,040.606   MT  0.99983837   -0 38 35.0
 AG9494
 AG9494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9494!SPC FL W     -   1.00000246  x   0.99996090  =   0.99996336
 AG9494!UTM  17      -   1.00000246  x   0.99983837  =   0.99984083
 AG9494
 AG9494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6104015947(NAD 83)
 AG9494
 AG9494                          SUPERSEDED SURVEY CONTROL
 AG9494
 AG9494  NAD 83(2007)-  27 15 33.86433(N)    082 24 13.46177(W) AD(2002.00) 0
 AG9494  ELLIP H (02/10/07)  -15.628  (m)                       GP(2002.00)    
 AG9494  NAD 83(1999)-  27 15 33.86407(N)    082 24 13.46291(W) AD(       ) 1
 AG9494  ELLIP H (06/19/01)  -15.582  (m)                       GP(       ) 4 1
 AG9494  NAD 83(1990)-  27 15 33.86271(N)    082 24 13.46238(W) AD(       ) 1
 AG9494  ELLIP H (05/09/94)  -15.503  (m)                       GP(       ) 4 2
 AG9494
 AG9494.Superseded values are not recommended for survey control.
 AG9494
 AG9494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9494.See file dsdata.pdf to determine how the superseded data were derived.
 AG9494
 AG9494_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9494_STAMPING: 051
 AG9494_MARK LOGO: FL-115
 AG9494_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9494+STABILITY: SURFACE MOTION
 AG9494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9494+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9494
 AG9494  HISTORY     - Date     Condition        Report By
 AG9494  HISTORY     - 1992     MONUMENTED       FL-115
 AG9494  HISTORY     - 20241023 MARK NOT FOUND   30_S
 AG9494
 AG9494                          STATION DESCRIPTION
 AG9494
 AG9494'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9494'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9494'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST AND SOUTHEAST ON
 AG9494'STATE ROAD 72, 2.9 MI (4.67 KM) TO THE STATION ON THE RIGHT.
 AG9494'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---051---
 AG9494'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9494'6-INCHES BELOW THE GROUND. IT IS 18.2 FT (5.55 M) SOUTHWESTERLY OF
 AG9494'THE CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 11 FT (3.35 M)
 AG9494'NORTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9494'REFERENCES--
 AG9494'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9494'TAG AND P.K. NAIL SET IN THE SOUTHWESTERLY EDGE OF ASPHALT PAVEMENT
 AG9494'ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 8.4 FT (2.56 M)
 AG9494'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 051, AND 11.07 FT (3.37 M)
 AG9494'SOUTHEASTERLY OF SARCO REFERENCE NO. 2.
 AG9494'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9494'TAG AND P.K. NAIL SET IN THE SOUTHWESTERLY EDGE OF ASPHALT PAVEMENT
 AG9494'ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 9.56 FT (2.91 M)
 AG9494'NORTHWESTERLY OF SARCO G.P.S. STATION SAR 051, AND 11.07 FT (3.37 M)
 AG9494'NORTHWESTERLY OF SARCO REFERENCE NO. 1.
 AG9494
 AG9494                          STATION RECOVERY (2024)
 AG9494
 AG9494'RECOVERY NOTE BY 30 SOUTH, SURVEYING & MAPPING 2024 (KD)
 AG9494'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9495 ***********************************************************************
 AG9495  DESIGNATION -  052
 AG9495  PID         -  AG9495
 AG9495  STATE/COUNTY-  FL/SARASOTA
 AG9495  COUNTRY     -  US
 AG9495  USGS QUAD   -  BEE RIDGE (2018)
 AG9495
 AG9495                         *CURRENT SURVEY CONTROL
 AG9495  ______________________________________________________________________
 AG9495* NAD 83(2011) POSITION- 27 15 18.33699(N) 082 23 47.68958(W)   ADJUSTED
 AG9495* NAD 83(2011) ELLIP HT-   -15.814 (meters)        (06/27/12)   ADJUSTED
 AG9495* NAD 83(2011) EPOCH   -  2010.00
 AG9495* NAVD 88 ORTHO HEIGHT -     8.5   (meters)       28.    (feet) GPS OBS
 AG9495  ______________________________________________________________________
 AG9495  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9495  GEOID HEIGHT    -        -25.060 (meters)                     GEOID93
 AG9495  GEOID HEIGHT    -        -24.306 (meters)                     GEOID18
 AG9495  NAD 83(2011) X  -    750,756.281 (meters)                     COMP
 AG9495  NAD 83(2011) Y  - -5,624,096.148 (meters)                     COMP
 AG9495  NAD 83(2011) Z  -  2,903,364.682 (meters)                     COMP
 AG9495  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 AG9495
 AG9495  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9495  Standards:
 AG9495         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9495            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9495  -------------------------------------------------------------------
 AG9495  NETWORK    3.01   7.45           1.22   1.24   3.80      0.04290825
 AG9495  -------------------------------------------------------------------
 AG9495  Click here for local accuracies and other accuracy information.
 AG9495
 AG9495.The horizontal coordinates were established by GPS observations
 AG9495.and adjusted by the National Geodetic Survey in June 2012.
 AG9495
 AG9495.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9495.been affixed to the stable North American tectonic plate. See 
 AG9495.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9495
 AG9495.The horizontal coordinates are valid at the epoch date displayed above
 AG9495.which is a decimal equivalence of Year/Month/Day.
 AG9495
 AG9495.The orthometric height was determined by GPS observations and a
 AG9495.high-resolution geoid model.
 AG9495
 AG9495.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9495.GEOID18 height accuracy estimate available here.
 AG9495
 AG9495.Click photographs - Photos may exist for this station.
 AG9495
 AG9495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9495
 AG9495.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9495
 AG9495.The ellipsoidal height was determined by GPS observations
 AG9495.and is referenced to NAD 83.
 AG9495
 AG9495. The following values were computed from the NAD 83(2011) position.
 AG9495
 AG9495;                    North         East     Units Scale Factor Converg.
 AG9495;SPC FL W     -   323,730.413   160,728.788   MT  0.99996021   -0 10 53.8
 AG9495;SPC FL W     - 1,062,105.53    527,324.37   sFT  0.99996021   -0 10 53.8
 AG9495;UTM  17      - 3,015,461.465   361,744.032   MT  0.99983596   -0 38 22.8
 AG9495
 AG9495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9495!SPC FL W     -   1.00000248  x   0.99996021  =   0.99996269
 AG9495!UTM  17      -   1.00000248  x   0.99983596  =   0.99983844
 AG9495
 AG9495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6174415461(NAD 83)
 AG9495
 AG9495                          SUPERSEDED SURVEY CONTROL
 AG9495
 AG9495  NAD 83(2007)-  27 15 18.33723(N)    082 23 47.68963(W) AD(2002.00) 0
 AG9495  ELLIP H (02/10/07)  -15.808  (m)                       GP(2002.00)    
 AG9495  NAD 83(1999)-  27 15 18.33696(N)    082 23 47.69077(W) AD(       ) 1
 AG9495  ELLIP H (06/19/01)  -15.762  (m)                       GP(       ) 4 1
 AG9495  NAD 83(1990)-  27 15 18.33563(N)    082 23 47.69023(W) AD(       ) 1
 AG9495  ELLIP H (05/09/94)  -15.682  (m)                       GP(       ) 4 2
 AG9495
 AG9495.Superseded values are not recommended for survey control.
 AG9495
 AG9495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9495.See file dsdata.pdf to determine how the superseded data were derived.
 AG9495
 AG9495_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9495_STAMPING: 052
 AG9495_MARK LOGO: FL-115
 AG9495_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9495+STABILITY: SURFACE MOTION
 AG9495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9495+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9495
 AG9495  HISTORY     - Date     Condition        Report By
 AG9495  HISTORY     - 1992     MONUMENTED       FL-115
 AG9495  HISTORY     - 19970806 GOOD             USPSQD
 AG9495  HISTORY     - 20241023 MARK NOT FOUND   30_S
 AG9495
 AG9495                          STATION DESCRIPTION
 AG9495
 AG9495'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9495'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9495'ROAD 72 (CLARK ROAD) IN SARASOTA COUTY, GO EAST AND SOUTHEAST ON
 AG9495'STATE ROAD 72, 3.45 MI (5.55 KM) TO THE STATION ON THE RIGHT.
 AG9495'THE STATION IS A SARASOTA COUNTY GPS STATION DISK STAMPED ---052---
 AG9495'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9495'6-INCHES BELOW THE GROUND. IT IS 17.5 FT (5.33 M) SOUTHWESTERLY OF
 AG9495'THE CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 31 FT (9.45 M)
 AG9495'NORTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9495'REFERENCES--
 AG9495'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9495'TAG AND P.K. NAIL SET IN THE SOUTHWESTERLY EDGE OF ASPHALT PAVEMENT
 AG9495'ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 8.39 FT (2.56 M)
 AG9495'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 052, AND 11.65 FT (3.55 M)
 AG9495'SOUTHEASTERLY OF SARCO REFERENCE NO. 2.
 AG9495'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9495'TAG AND P.K. NAIL SET IN THE SOUTHEASTERLY EDGE OF ASPHALT PAVEMENT
 AG9495'ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 8 FT (2.44 M)
 AG9495'NORTHWESTERLY OF SARCO G.P.S. STATION SAR 052 AND 11.65 FT (3.55 M)
 AG9495'NORTHWESTERLY OF SARCO REF. NO. 1.
 AG9495
 AG9495                          STATION RECOVERY (1997)
 AG9495
 AG9495'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG9495'RECOVERED IN GOOD CONDITION.
 AG9495
 AG9495                          STATION RECOVERY (2024)
 AG9495
 AG9495'RECOVERY NOTE BY 30 SOUTH, SURVEYING & MAPPING 2024 (KD)
 AG9495'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9496 ***********************************************************************
 AG9496  DESIGNATION -  053
 AG9496  PID         -  AG9496
 AG9496  STATE/COUNTY-  FL/SARASOTA
 AG9496  COUNTRY     -  US
 AG9496  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 AG9496
 AG9496                         *CURRENT SURVEY CONTROL
 AG9496  ______________________________________________________________________
 AG9496* NAD 83(2011) POSITION- 27 14 42.30338(N) 082 21 07.77975(W)   ADJUSTED
 AG9496* NAD 83(2011) ELLIP HT-   -15.409 (meters)        (06/27/12)   ADJUSTED
 AG9496* NAD 83(2011) EPOCH   -  2010.00
 AG9496* NAVD 88 ORTHO HEIGHT -     8.895 (meters)       29.18  (feet) ADJUSTED
 AG9496  ______________________________________________________________________
 AG9496  GEOID HEIGHT    -        -24.320 (meters)                     GEOID18
 AG9496  NAD 83(2011) X  -    755,183.851 (meters)                     COMP
 AG9496  NAD 83(2011) Y  - -5,624,016.095 (meters)                     COMP
 AG9496  NAD 83(2011) Z  -  2,902,378.853 (meters)                     COMP
 AG9496  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 AG9496  DYNAMIC HEIGHT  -          8.881 (meters)       29.14  (feet) COMP
 AG9496  MODELED GRAVITY -    979,124.2   (mgal)                       NAVD 88
 AG9496
 AG9496  VERT ORDER      -  FIRST     CLASS II
 AG9496
 AG9496  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9496  Standards:
 AG9496         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9496            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9496  -------------------------------------------------------------------
 AG9496  NETWORK    3.11   7.08           1.26   1.28   3.61     -0.07096599
 AG9496  -------------------------------------------------------------------
 AG9496  Click here for local accuracies and other accuracy information.
 AG9496
 AG9496.The horizontal coordinates were established by GPS observations
 AG9496.and adjusted by the National Geodetic Survey in June 2012.
 AG9496
 AG9496.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9496.been affixed to the stable North American tectonic plate. See 
 AG9496.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9496
 AG9496.The horizontal coordinates are valid at the epoch date displayed above
 AG9496.which is a decimal equivalence of Year/Month/Day.
 AG9496
 AG9496.The orthometric height was determined by differential leveling and
 AG9496.adjusted by the NATIONAL GEODETIC SURVEY
 AG9496.in May 2008.
 AG9496
 AG9496.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9496.GEOID18 height accuracy estimate available here.
 AG9496
 AG9496.Click photographs - Photos may exist for this station.
 AG9496
 AG9496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9496
 AG9496.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9496
 AG9496.The ellipsoidal height was determined by GPS observations
 AG9496.and is referenced to NAD 83.
 AG9496
 AG9496.The dynamic height is computed by dividing the NAVD 88
 AG9496.geopotential number by the normal gravity value computed on the
 AG9496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9496.degrees latitude (g = 980.6199 gals.).
 AG9496
 AG9496.The modeled gravity was interpolated from observed gravity values.
 AG9496
 AG9496. The following values were computed from the NAD 83(2011) position.
 AG9496
 AG9496;                    North         East     Units Scale Factor Converg.
 AG9496;SPC FL W     -   322,608.195   165,124.313   MT  0.99995619   -0 09 40.4
 AG9496;SPC FL W     - 1,058,423.72    541,745.35   sFT  0.99995619   -0 09 40.4
 AG9496;UTM  17      - 3,014,304.299   366,129.879   MT  0.99982123   -0 37 08.8
 AG9496
 AG9496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9496!SPC FL W     -   1.00000242  x   0.99995619  =   0.99995861
 AG9496!UTM  17      -   1.00000242  x   0.99982123  =   0.99982365
 AG9496
 AG9496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6612914304(NAD 83)
 AG9496
 AG9496                          SUPERSEDED SURVEY CONTROL
 AG9496
 AG9496  NAD 83(2007)-  27 14 42.30363(N)    082 21 07.77989(W) AD(2002.00) 0
 AG9496  ELLIP H (02/10/07)  -15.402  (m)                       GP(2002.00)    
 AG9496  NAD 83(1999)-  27 14 42.30335(N)    082 21 07.78097(W) AD(       ) 1
 AG9496  ELLIP H (06/19/01)  -15.354  (m)                       GP(       ) 4 1
 AG9496  NAD 83(1990)-  27 14 42.30214(N)    082 21 07.78061(W) AD(       ) 1
 AG9496  ELLIP H (05/09/94)  -15.238  (m)                       GP(       ) 4 2
 AG9496  NAVD 88 (05/09/94)    8.9    (m)  GEOID93  model used  GPS OBS        
 AG9496
 AG9496.Superseded values are not recommended for survey control.
 AG9496
 AG9496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9496.See file dsdata.pdf to determine how the superseded data were derived.
 AG9496
 AG9496_MARKER: DD = SURVEY DISK
 AG9496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9496_STAMPING: GPS STA SAR 053
 AG9496_MARK LOGO: FL-115
 AG9496_PROJECTION: FLUSH
 AG9496_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9496+STABILITY: SURFACE MOTION
 AG9496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9496+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2007
 AG9496
 AG9496  HISTORY     - Date     Condition        Report By
 AG9496  HISTORY     - 1992     MONUMENTED       FL-115
 AG9496  HISTORY     - 20050724 GOOD             FLDEP
 AG9496  HISTORY     - 20071210 GOOD             FLDEP
 AG9496
 AG9496                          STATION DESCRIPTION
 AG9496
 AG9496'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9496'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9496'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9496'(CLARK ROAD), 6.35 MI (10.22 KM) TO THE STATION THE RIGHT.
 AG9496'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---053---
 AG9496'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9496'FLUSH WITH THE GROUND. IT IS 17.1 FT (5.21 M) SOUTHWESTERLY OF THE
 AG9496'CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 9.7 FT (2.96 M)
 AG9496'NORTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9496'REFERENCES--
 AG9496'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9496'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHWESTERLY EDGE OF ASPHALT
 AG9496'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 7.14 FT
 AG9496'(2.18 M) SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 053, AND 8.27 FT
 AG9496'(2.52 M) NORTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9496'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9496'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHWESTERLY EDGE OF ASPHALT
 AG9496'PAVEMENT ROAD BED FOR STATE ROAD 72 CLARK ROAD). IT IS 7.42 FT
 AG9496'(2.26 M) NORTHEASTERLY OF SARCO G.P.S. STATION SAR 053, AND 8.27 FT
 AG9496'(2.52 M) SOUTHEASTERLY OF SARCO REFERENCE NO. 1.
 AG9496
 AG9496                          STATION RECOVERY (2005)
 AG9496
 AG9496'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG9496'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AG9496'THE MARK FROM  THE INTERSTATE 75 OVERPASS AND STATE ROAD 72 ABOUT 5.5
 AG9496'MI SOUTHEAST OF SARASOTA, GO  EAST ON STATE ROAD 72 FOR 3.15 MI TO THE
 AG9496'JUNCTION OF BEE RIDGE ROAD ON THE LEFT, CONTINUE  SOUTHEAST ON STATE
 AG9496'ROAD 72 FOR 3.2 MI TO A CULVERT CROSSING AND THE MARK ON THE RIGHT.
 AG9496'
 AG9496'NOTE THE MARK IS ALSO 26.0 FT EAST OF THE APPROXIMATE CENTER OF THE
 AG9496'CULVERT HEADWALL.
 AG9496
 AG9496                          STATION RECOVERY (2007)
 AG9496
 AG9496'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG9496'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9497 ***********************************************************************
 AG9497  DESIGNATION -  054
 AG9497  PID         -  AG9497
 AG9497  STATE/COUNTY-  FL/SARASOTA
 AG9497  COUNTRY     -  US
 AG9497  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 AG9497
 AG9497                         *CURRENT SURVEY CONTROL
 AG9497  ______________________________________________________________________
 AG9497* NAD 83(2011) POSITION- 27 14 34.64237(N) 082 20 28.22090(W)   ADJUSTED
 AG9497* NAD 83(2011) ELLIP HT-   -14.088 (meters)        (06/27/12)   ADJUSTED
 AG9497* NAD 83(2011) EPOCH   -  2010.00
 AG9497* NAVD 88 ORTHO HEIGHT -    10.225 (meters)       33.55  (feet) ADJUSTED
 AG9497  ______________________________________________________________________
 AG9497  GEOID HEIGHT    -        -24.324 (meters)                     GEOID18
 AG9497  NAD 83(2011) X  -    756,276.992 (meters)                     COMP
 AG9497  NAD 83(2011) Y  - -5,623,979.305 (meters)                     COMP
 AG9497  NAD 83(2011) Z  -  2,902,169.813 (meters)                     COMP
 AG9497  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 AG9497  DYNAMIC HEIGHT  -         10.210 (meters)       33.50  (feet) COMP
 AG9497  MODELED GRAVITY -    979,123.9   (mgal)                       NAVD 88
 AG9497
 AG9497  VERT ORDER      -  FIRST     CLASS II
 AG9497
 AG9497  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9497  Standards:
 AG9497         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9497            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9497  -------------------------------------------------------------------
 AG9497  NETWORK    3.07   6.92           1.25   1.26   3.53     -0.07377353
 AG9497  -------------------------------------------------------------------
 AG9497  Click here for local accuracies and other accuracy information.
 AG9497
 AG9497.The horizontal coordinates were established by GPS observations
 AG9497.and adjusted by the National Geodetic Survey in June 2012.
 AG9497
 AG9497.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9497.been affixed to the stable North American tectonic plate. See 
 AG9497.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9497
 AG9497.The horizontal coordinates are valid at the epoch date displayed above
 AG9497.which is a decimal equivalence of Year/Month/Day.
 AG9497
 AG9497.The orthometric height was determined by differential leveling and
 AG9497.adjusted by the NATIONAL GEODETIC SURVEY
 AG9497.in May 2008.
 AG9497
 AG9497.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9497.GEOID18 height accuracy estimate available here.
 AG9497
 AG9497.Click photographs - Photos may exist for this station.
 AG9497
 AG9497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9497
 AG9497.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9497
 AG9497.The ellipsoidal height was determined by GPS observations
 AG9497.and is referenced to NAD 83.
 AG9497
 AG9497.The dynamic height is computed by dividing the NAVD 88
 AG9497.geopotential number by the normal gravity value computed on the
 AG9497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9497.degrees latitude (g = 980.6199 gals.).
 AG9497
 AG9497.The modeled gravity was interpolated from observed gravity values.
 AG9497
 AG9497. The following values were computed from the NAD 83(2011) position.
 AG9497
 AG9497;                    North         East     Units Scale Factor Converg.
 AG9497;SPC FL W     -   322,369.387   166,211.913   MT  0.99995526   -0 09 22.2
 AG9497;SPC FL W     - 1,057,640.23    545,313.58   sFT  0.99995526   -0 09 22.2
 AG9497;UTM  17      - 3,014,056.841   367,215.387   MT  0.99981765   -0 36 50.5
 AG9497
 AG9497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9497!SPC FL W     -   1.00000221  x   0.99995526  =   0.99995747
 AG9497!UTM  17      -   1.00000221  x   0.99981765  =   0.99981986
 AG9497
 AG9497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6721514056(NAD 83)
 AG9497
 AG9497                          SUPERSEDED SURVEY CONTROL
 AG9497
 AG9497  NAD 83(2007)-  27 14 34.64261(N)    082 20 28.22106(W) AD(2002.00) 0
 AG9497  ELLIP H (02/10/07)  -14.081  (m)                       GP(2002.00)    
 AG9497  NAD 83(1999)-  27 14 34.64234(N)    082 20 28.22213(W) AD(       ) 1
 AG9497  ELLIP H (06/19/01)  -14.032  (m)                       GP(       ) 4 1
 AG9497  NAD 83(1990)-  27 14 34.64114(N)    082 20 28.22180(W) AD(       ) 1
 AG9497  ELLIP H (05/09/94)  -13.912  (m)                       GP(       ) 4 2
 AG9497  NAVD 88 (05/09/94)   10.2    (m)  GEOID93  model used  GPS OBS        
 AG9497
 AG9497.Superseded values are not recommended for survey control.
 AG9497
 AG9497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9497.See file dsdata.pdf to determine how the superseded data were derived.
 AG9497
 AG9497_MARKER: DD = SURVEY DISK
 AG9497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9497_STAMPING: GPS STA SAR 054
 AG9497_MARK LOGO: FL-115
 AG9497_PROJECTION: FLUSH
 AG9497_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9497+STABILITY: SURFACE MOTION
 AG9497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9497+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2007
 AG9497
 AG9497  HISTORY     - Date     Condition        Report By
 AG9497  HISTORY     - 1992     MONUMENTED       FL-115
 AG9497  HISTORY     - 20050724 GOOD             FLDEP
 AG9497  HISTORY     - 20071210 GOOD             FLDEP
 AG9497
 AG9497                          STATION DESCRIPTION
 AG9497
 AG9497'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9497'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9497'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST AND SOUTHEASTERLY ON
 AG9497'STATE ROAD 72 (CLARK ROAD) 7.05 MI (11.35 KM) TO THE STATION ON THE
 AG9497'RIGHT.
 AG9497'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---054---
 AG9497'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9497'6-INCHES BELOW GROUND. IT IS 16.5 FT (5.03 M) SOUTHWESTERLY OF THE
 AG9497'CENTERLINE OF STATE ROAD 72 (CLARK ROAD) AND 32.6 FT (9.94 M)
 AG9497'NORTHEASTERLY OF A SURVEY MARKER WITNESS POST, AND 34.50 FT (10.52 M)
 AG9497'NORTHEASTERLY OF N.G.S. CONCRETE MONUMENT AND BRASS DISK ---D 13-2
 AG9497'1985---.
 AG9497'REFERENCES--
 AG9497'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9497'NAIL AND DISK SET IN THE SOUTHERLY EDGE OF ASPHALT PAVEMENT OF STATE
 AG9497'ROAD 72 (CLARK ROAD). IT IS 6.73 FT (2.05 M) NORTHWESTERLY OF SARCO G
 AG9497'.P.S. STATION SAR 054, AND 8.92 FT (2.72 M) WESTERLY OF SARCO
 AG9497'REFERENCE NO. 2.
 AG9497'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9497'NAIL AND DISK SET IN THE SOUTHERLY EDGE OF ASPHALT PAVEMENT OF STATE
 AG9497'ROAD 72 (CLARK ROAD). IT IS 6.21 FT (1.89 M) NORTHEASTERLY OF SARCO G
 AG9497'.P.S. STATION SAR 054, AND 8.92 FT (2.72 M) EASTERLY OF SARCO
 AG9497'REFERENCE NO. 1.
 AG9497
 AG9497                          STATION RECOVERY (2005)
 AG9497
 AG9497'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG9497'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AG9497'THE MARK FROM  THE INTERSTATE 75 OVERPASS AND STATE ROAD 72 ABOUT 5.5
 AG9497'MI SOUTHEAST OF SARASOTA, GO  EAST ON STATE ROAD 72 FOR 3.15 MI TO THE
 AG9497'JUNCTION OF BEE RIDGE ROAD ON THE LEFT, CONTINUE  SOUTHEAST ON STATE
 AG9497'ROAD 72 FOR 3.9 MI TO A CULVERT CROSSING AND THE MARK ON THE RIGHT.
 AG9497
 AG9497                          STATION RECOVERY (2007)
 AG9497
 AG9497'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG9497'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9498 ***********************************************************************
 AG9498  DESIGNATION -  055
 AG9498  PID         -  AG9498
 AG9498  STATE/COUNTY-  FL/SARASOTA
 AG9498  COUNTRY     -  US
 AG9498  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 AG9498
 AG9498                         *CURRENT SURVEY CONTROL
 AG9498  ______________________________________________________________________
 AG9498* NAD 83(2011) POSITION- 27 13 23.32691(N) 082 17 51.78649(W)   ADJUSTED
 AG9498* NAD 83(2011) ELLIP HT-   -18.065 (meters)        (06/27/12)   ADJUSTED
 AG9498* NAD 83(2011) EPOCH   -  2010.00
 AG9498* NAVD 88 ORTHO HEIGHT -     6.239 (meters)       20.47  (feet) ADJUSTED
 AG9498  ______________________________________________________________________
 AG9498  GEOID HEIGHT    -        -24.313 (meters)                     GEOID18
 AG9498  NAD 83(2011) X  -    760,676.240 (meters)                     COMP
 AG9498  NAD 83(2011) Y  - -5,624,396.036 (meters)                     COMP
 AG9498  NAD 83(2011) Z  -  2,900,216.242 (meters)                     COMP
 AG9498  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 AG9498  DYNAMIC HEIGHT  -          6.230 (meters)       20.44  (feet) COMP
 AG9498  MODELED GRAVITY -    979,123.2   (mgal)                       NAVD 88
 AG9498
 AG9498  VERT ORDER      -  FIRST     CLASS II
 AG9498
 AG9498  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9498  Standards:
 AG9498         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9498            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9498  -------------------------------------------------------------------
 AG9498  NETWORK    3.48   7.06           1.43   1.41   3.60     -0.02871426
 AG9498  -------------------------------------------------------------------
 AG9498  Click here for local accuracies and other accuracy information.
 AG9498
 AG9498.The horizontal coordinates were established by GPS observations
 AG9498.and adjusted by the National Geodetic Survey in June 2012.
 AG9498
 AG9498.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9498.been affixed to the stable North American tectonic plate. See 
 AG9498.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9498
 AG9498.The horizontal coordinates are valid at the epoch date displayed above
 AG9498.which is a decimal equivalence of Year/Month/Day.
 AG9498
 AG9498.The orthometric height was determined by differential leveling and
 AG9498.adjusted by the NATIONAL GEODETIC SURVEY
 AG9498.in May 2008.
 AG9498
 AG9498.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9498.GEOID18 height accuracy estimate available here.
 AG9498
 AG9498.Click photographs - Photos may exist for this station.
 AG9498
 AG9498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9498
 AG9498.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9498
 AG9498.The ellipsoidal height was determined by GPS observations
 AG9498.and is referenced to NAD 83.
 AG9498
 AG9498.The dynamic height is computed by dividing the NAVD 88
 AG9498.geopotential number by the normal gravity value computed on the
 AG9498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9498.degrees latitude (g = 980.6199 gals.).
 AG9498
 AG9498.The modeled gravity was interpolated from observed gravity values.
 AG9498
 AG9498. The following values were computed from the NAD 83(2011) position.
 AG9498
 AG9498;                    North         East     Units Scale Factor Converg.
 AG9498;SPC FL W     -   320,163.441   170,510.194   MT  0.99995191   -0 08 10.3
 AG9498;SPC FL W     - 1,050,402.89    559,415.53   sFT  0.99995191   -0 08 10.3
 AG9498;UTM  17      - 3,011,816.950   371,495.298   MT  0.99980385   -0 35 37.4
 AG9498
 AG9498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9498!SPC FL W     -   1.00000284  x   0.99995191  =   0.99995475
 AG9498!UTM  17      -   1.00000284  x   0.99980385  =   0.99980669
 AG9498
 AG9498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7149511816(NAD 83)
 AG9498
 AG9498                          SUPERSEDED SURVEY CONTROL
 AG9498
 AG9498  NAD 83(2007)-  27 13 23.32713(N)    082 17 51.78680(W) AD(2002.00) 0
 AG9498  ELLIP H (02/10/07)  -18.065  (m)                       GP(2002.00)    
 AG9498  NAD 83(1999)-  27 13 23.32695(N)    082 17 51.78761(W) AD(       ) 1
 AG9498  ELLIP H (06/19/01)  -18.019  (m)                       GP(       ) 4 1
 AG9498  NAD 83(1990)-  27 13 23.32593(N)    082 17 51.78775(W) AD(       ) 1
 AG9498  ELLIP H (05/09/94)  -17.838  (m)                       GP(       ) 4 2
 AG9498  NAVD 88 (05/09/94)    6.2    (m)  GEOID93  model used  GPS OBS        
 AG9498
 AG9498.Superseded values are not recommended for survey control.
 AG9498
 AG9498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9498.See file dsdata.pdf to determine how the superseded data were derived.
 AG9498
 AG9498_STAMPING: GPS STA SAR 055
 AG9498_MARK LOGO: FL-115
 AG9498_PROJECTION: RECESSED 15 CENTIMETERS
 AG9498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9498+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 AG9498
 AG9498  HISTORY     - Date     Condition        Report By
 AG9498  HISTORY     - 1992     MONUMENTED       FL-115
 AG9498  HISTORY     - 20050712 GOOD             FLDEP
 AG9498  HISTORY     - 20140916 MARK NOT FOUND   FLDEP
 AG9498
 AG9498                          STATION DESCRIPTION
 AG9498
 AG9498'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9498'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND (CLARK
 AG9498'ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72 (CLARK ROAD),
 AG9498'10.15 MI (16.33 KM) TO THE STATION ON THE LEFT.
 AG9498'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---055---
 AG9498'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9498'6-INCHES BELOW GROUND. IT IS 16.5 FT (5.03 M) NORTHEASTERLY OF THE
 AG9498'CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 20.9 FT (6.37 M)
 AG9498'SOUTHWESTERLY OF A SURVEY MARKER WITNESS POST.
 AG9498'REFERENCES--
 AG9498'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9498'TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9498'BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 7.43 FT (2.26 M)
 AG9498'SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 055, AND 9.95 FT (3.03 M)
 AG9498'NORTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9498'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9498'TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9498'BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 7.43 FT (2.26 M)
 AG9498'SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 055, AND 9.95 FT (3.03 M)
 AG9498'SOUTHEASTERLY OF SARCO REFERENCE NUMBER 1.
 AG9498
 AG9498                          STATION RECOVERY (2005)
 AG9498
 AG9498'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG9498'THE MARK IS ABOUT 14.5 MI SOUTHEAST OF SARASOTA, IN SECTION 34,
 AG9498'TOWNSHIP 37 SOUTH, RANGE  20 EAST.
 AG9498'
 AG9498'TO REACH THE MARK FROM THE INTERSTATE 75 OVERPASS AND STATE ROAD 72
 AG9498'ABOUT 5.5 MI  SOUTHEAST OF SARASOTA, GO EAST ON STATE ROAD 72 FOR 8.6
 AG9498'MI TO THE MAIN ENTRANCE ROAD TO  MYAKKA STATE PARK ON THE LEFT,
 AG9498'CONTINUE SOUTHEAST ON STATE ROAD 72 FOR 1.65 MI TO THE  MARK ON THE
 AG9498'LEFT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.6 FT BELOW THE
 AG9498'LEVEL OF THE GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF STATE ROAD 72.
 AG9498'LOCATED 20.9 FT SOUTH-SOUTHWEST OF A METAL WITNESS POST, 16.5
 AG9498'NORTH-NORTHEAST OF THE  APPROXIMATE CENTERLINE OF STATE ROAD 72 AND
 AG9498'13.0 FT SOUTH-SOUTHWEST OF A CARSONITE  WITNESS POST.
 AG9498
 AG9498                          STATION RECOVERY (2014)
 AG9498
 AG9498'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 AG9498'NOT RECOVERED.  THE AREA HAS BEEN COMPLETELY REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9499 ***********************************************************************
 AG9499  DESIGNATION -  056
 AG9499  PID         -  AG9499
 AG9499  STATE/COUNTY-  FL/SARASOTA
 AG9499  COUNTRY     -  US
 AG9499  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 AG9499
 AG9499                         *CURRENT SURVEY CONTROL
 AG9499  ______________________________________________________________________
 AG9499* NAD 83(2011) POSITION- 27 13 15.34224(N) 082 17 22.13613(W)   ADJUSTED
 AG9499* NAD 83(2011) ELLIP HT-   -16.886 (meters)        (06/27/12)   ADJUSTED
 AG9499* NAD 83(2011) EPOCH   -  2010.00
 AG9499* NAVD 88 ORTHO HEIGHT -     7.425 (meters)       24.36  (feet) ADJUSTED
 AG9499  ______________________________________________________________________
 AG9499  GEOID HEIGHT    -        -24.315 (meters)                     GEOID18
 AG9499  NAD 83(2011) X  -    761,499.957 (meters)                     COMP
 AG9499  NAD 83(2011) Y  - -5,624,399.077 (meters)                     COMP
 AG9499  NAD 83(2011) Z  -  2,899,998.237 (meters)                     COMP
 AG9499  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 AG9499  DYNAMIC HEIGHT  -          7.413 (meters)       24.32  (feet) COMP
 AG9499  MODELED GRAVITY -    979,122.9   (mgal)                       NAVD 88
 AG9499
 AG9499  VERT ORDER      -  FIRST     CLASS II
 AG9499
 AG9499  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9499  Standards:
 AG9499         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9499            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9499  -------------------------------------------------------------------
 AG9499  NETWORK    3.44   7.00           1.41   1.40   3.57     -0.02044091
 AG9499  -------------------------------------------------------------------
 AG9499  Click here for local accuracies and other accuracy information.
 AG9499
 AG9499.The horizontal coordinates were established by GPS observations
 AG9499.and adjusted by the National Geodetic Survey in June 2012.
 AG9499
 AG9499.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9499.been affixed to the stable North American tectonic plate. See 
 AG9499.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9499
 AG9499.The horizontal coordinates are valid at the epoch date displayed above
 AG9499.which is a decimal equivalence of Year/Month/Day.
 AG9499
 AG9499.The orthometric height was determined by differential leveling and
 AG9499.adjusted by the NATIONAL GEODETIC SURVEY
 AG9499.in May 2008.
 AG9499
 AG9499.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9499.GEOID18 height accuracy estimate available here.
 AG9499
 AG9499.Click photographs - Photos may exist for this station.
 AG9499
 AG9499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9499
 AG9499.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9499
 AG9499.The ellipsoidal height was determined by GPS observations
 AG9499.and is referenced to NAD 83.
 AG9499
 AG9499.The dynamic height is computed by dividing the NAVD 88
 AG9499.geopotential number by the normal gravity value computed on the
 AG9499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9499.degrees latitude (g = 980.6199 gals.).
 AG9499
 AG9499.The modeled gravity was interpolated from observed gravity values.
 AG9499
 AG9499. The following values were computed from the NAD 83(2011) position.
 AG9499
 AG9499;                    North         East     Units Scale Factor Converg.
 AG9499;SPC FL W     -   319,915.776   171,325.449   MT  0.99995132   -0 07 56.7
 AG9499;SPC FL W     - 1,049,590.34    562,090.24   sFT  0.99995132   -0 07 56.7
 AG9499;UTM  17      - 3,011,562.820   372,308.428   MT  0.99980128   -0 35 23.7
 AG9499
 AG9499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9499!SPC FL W     -   1.00000265  x   0.99995132  =   0.99995397
 AG9499!UTM  17      -   1.00000265  x   0.99980128  =   0.99980393
 AG9499
 AG9499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7230811562(NAD 83)
 AG9499
 AG9499                          SUPERSEDED SURVEY CONTROL
 AG9499
 AG9499  NAD 83(2007)-  27 13 15.34244(N)    082 17 22.13645(W) AD(2002.00) 0
 AG9499  ELLIP H (02/10/07)  -16.886  (m)                       GP(2002.00)    
 AG9499  NAD 83(1999)-  27 13 15.34227(N)    082 17 22.13725(W) AD(       ) 1
 AG9499  ELLIP H (06/19/01)  -16.841  (m)                       GP(       ) 4 1
 AG9499  NAD 83(1990)-  27 13 15.34127(N)    082 17 22.13742(W) AD(       ) 1
 AG9499  ELLIP H (05/09/94)  -16.655  (m)                       GP(       ) 4 2
 AG9499  NAVD 88 (05/09/94)    7.4    (m)  GEOID93  model used  GPS OBS        
 AG9499
 AG9499.Superseded values are not recommended for survey control.
 AG9499
 AG9499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9499.See file dsdata.pdf to determine how the superseded data were derived.
 AG9499
 AG9499_STAMPING: GPS STA SAR 056
 AG9499_MARK LOGO: FL-115
 AG9499_PROJECTION: RECESSED 15 CENTIMETERS
 AG9499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9499+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2005
 AG9499
 AG9499  HISTORY     - Date     Condition        Report By
 AG9499  HISTORY     - 1992     MONUMENTED       FL-115
 AG9499  HISTORY     - 20050712 GOOD             FLDEP
 AG9499  HISTORY     - 20140916 MARK NOT FOUND   FLDEP
 AG9499
 AG9499                          STATION DESCRIPTION
 AG9499
 AG9499'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9499'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9499'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9499'(CLARK ROAD), 10.7 MI (17.22 KM) TO THE STATION ON THE RIGHT.
 AG9499'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---056---
 AG9499'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9499'6-INCHES BELOW THE GROUND. IT IS 15.4 FT (4.69 M) SOUTHWESTERLY OF
 AG9499'THE CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 10 FT (3.05 M)
 AG9499'NORTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9499'REFERENCES--
 AG9499'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9499'TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9499'BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 7.42 FT (2.26 M)
 AG9499'NORTHWESTERLY OF SARCO G.P.S. STATION SAR 056, AND 9.10 FT (2.77 M)
 AG9499'NORTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9499'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9499'TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9499'BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 7.62 FT (2.32 M)
 AG9499'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 056, AND 9.10 FT (2.77 M)
 AG9499'SOUTHEASTERLY OF SARCO REFERENCE NO. 1.
 AG9499
 AG9499                          STATION RECOVERY (2005)
 AG9499
 AG9499'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG9499'THE MARK IS ABOUT 15.0 MI SOUTHEAST OF SARASOTA, IN SECTION 34,
 AG9499'TOWNSHIP 37 SOUTH, RANGE  20 EAST.
 AG9499'
 AG9499'TO REACH THE MARK FROM THE INTERSTATE 75 OVERPASS AND STATE ROAD 72
 AG9499'ABOUT 5.5 MI  SOUTHEAST OF SARASOTA, GO EAST ON STATE ROAD 72 FOR 8.6
 AG9499'MI TO THE MAIN ENTRANCE ROAD TO  MYAKKA STATE PARK ON THE LEFT,
 AG9499'CONTINUE SOUTHEAST ON STATE ROAD 72 FOR 2.2 MI TO THE  MARK ON THE
 AG9499'RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.6 FT BELOW THE
 AG9499'LEVEL OF THE GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF STATE ROAD 72.
 AG9499'LOCATED 15.4 SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF STATE
 AG9499'ROAD 72, 15.3 FT  NORTH-NORTHEAST OF A CARSONITE WITNESS POST AND 10.0
 AG9499'FT SOUTHWEST OF A METAL WITNESS  POST.
 AG9499
 AG9499                          STATION RECOVERY (2014)
 AG9499
 AG9499'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 AG9499'NOT RECOVERED.  THE AREA HAS BEEN COMPLETELY REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9500 ***********************************************************************
 AG9500  DESIGNATION -  058
 AG9500  PID         -  AG9500
 AG9500  STATE/COUNTY-  FL/SARASOTA
 AG9500  COUNTRY     -  US
 AG9500  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 AG9500
 AG9500                         *CURRENT SURVEY CONTROL
 AG9500  ______________________________________________________________________
 AG9500* NAD 83(2011) POSITION- 27 12 40.99350(N) 082 15 33.39309(W)   ADJUSTED
 AG9500* NAD 83(2011) ELLIP HT-   -14.432 (meters)        (06/27/12)   ADJUSTED
 AG9500* NAD 83(2011) EPOCH   -  2010.00
 AG9500* NAVD 88 ORTHO HEIGHT -     9.890 (meters)       32.45  (feet) ADJUSTED
 AG9500  ______________________________________________________________________
 AG9500  GEOID HEIGHT    -        -24.316 (meters)                     GEOID18
 AG9500  NAD 83(2011) X  -    764,530.462 (meters)                     COMP
 AG9500  NAD 83(2011) Y  - -5,624,478.116 (meters)                     COMP
 AG9500  NAD 83(2011) Z  -  2,899,059.168 (meters)                     COMP
 AG9500  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 AG9500  DYNAMIC HEIGHT  -          9.875 (meters)       32.40  (feet) COMP
 AG9500  MODELED GRAVITY -    979,121.7   (mgal)                       NAVD 88
 AG9500
 AG9500  VERT ORDER      -  FIRST     CLASS II
 AG9500
 AG9500  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9500  Standards:
 AG9500         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9500            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9500  -------------------------------------------------------------------
 AG9500  NETWORK    3.23   6.66           1.28   1.36   3.40      0.04233699
 AG9500  -------------------------------------------------------------------
 AG9500  Click here for local accuracies and other accuracy information.
 AG9500
 AG9500.The horizontal coordinates were established by GPS observations
 AG9500.and adjusted by the National Geodetic Survey in June 2012.
 AG9500
 AG9500.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9500.been affixed to the stable North American tectonic plate. See 
 AG9500.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9500
 AG9500.The horizontal coordinates are valid at the epoch date displayed above
 AG9500.which is a decimal equivalence of Year/Month/Day.
 AG9500
 AG9500.The orthometric height was determined by differential leveling and
 AG9500.adjusted by the NATIONAL GEODETIC SURVEY
 AG9500.in May 2008.
 AG9500
 AG9500.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9500.GEOID18 height accuracy estimate available here.
 AG9500
 AG9500.Click photographs - Photos may exist for this station.
 AG9500
 AG9500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9500
 AG9500.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9500
 AG9500.The ellipsoidal height was determined by GPS observations
 AG9500.and is referenced to NAD 83.
 AG9500
 AG9500.The dynamic height is computed by dividing the NAVD 88
 AG9500.geopotential number by the normal gravity value computed on the
 AG9500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9500.degrees latitude (g = 980.6199 gals.).
 AG9500
 AG9500.The modeled gravity was interpolated from observed gravity values.
 AG9500
 AG9500. The following values were computed from the NAD 83(2011) position.
 AG9500
 AG9500;                    North         East     Units Scale Factor Converg.
 AG9500;SPC FL W     -   318,852.033   174,315.357   MT  0.99994932   -0 07 06.8
 AG9500;SPC FL W     - 1,046,100.38    571,899.63   sFT  0.99994932   -0 07 06.8
 AG9500;UTM  17      - 3,010,475.409   375,289.290   MT  0.99979199   -0 34 33.3
 AG9500
 AG9500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9500!SPC FL W     -   1.00000227  x   0.99994932  =   0.99995159
 AG9500!UTM  17      -   1.00000227  x   0.99979199  =   0.99979426
 AG9500
 AG9500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7528910475(NAD 83)
 AG9500
 AG9500                          SUPERSEDED SURVEY CONTROL
 AG9500
 AG9500  NAD 83(2007)-  27 12 40.99371(N)    082 15 33.39347(W) AD(2002.00) 0
 AG9500  ELLIP H (02/10/07)  -14.435  (m)                       GP(2002.00)    
 AG9500  NAD 83(1999)-  27 12 40.99358(N)    082 15 33.39415(W) AD(       ) 1
 AG9500  ELLIP H (06/19/01)  -14.392  (m)                       GP(       ) 4 1
 AG9500  NAD 83(1990)-  27 12 40.99233(N)    082 15 33.39464(W) AD(       ) 1
 AG9500  ELLIP H (05/09/94)  -14.163  (m)                       GP(       ) 4 2
 AG9500  NAVD 88 (05/09/94)    9.9    (m)  GEOID93  model used  GPS OBS        
 AG9500
 AG9500.Superseded values are not recommended for survey control.
 AG9500
 AG9500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9500.See file dsdata.pdf to determine how the superseded data were derived.
 AG9500
 AG9500_STAMPING: GPS STA SAR 058
 AG9500_MARK LOGO: FL-115
 AG9500_PROJECTION: RECESSED 15 CENTIMETERS
 AG9500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9500+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 AG9500
 AG9500  HISTORY     - Date     Condition        Report By
 AG9500  HISTORY     - 1992     MONUMENTED       FL-115
 AG9500  HISTORY     - 20050712 GOOD             FLDEP
 AG9500  HISTORY     - 20051206 GOOD             JCLS
 AG9500  HISTORY     - 20140916 MARK NOT FOUND   FLDEP
 AG9500
 AG9500                          STATION DESCRIPTION
 AG9500
 AG9500'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9500'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9500'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST AND SOUTHEASTERLY ON
 AG9500'STATE ROAD 72 (CLARK ROAD), 12.65 MI (20.36 KM) TO THE STATION ON THE
 AG9500'RIGHT.
 AG9500'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---058---
 AG9500'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9500'6-INCHES BELOW THE GROUND. IT IS 16.2 FT (4.94 M) SOUTHWESTERLY OF
 AG9500'THE CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 16.6 FT (5.06 M)
 AG9500'NORTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9500'REFERENCES--
 AG9500'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9500'TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9500'BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 7.97 FT (2.43 M)
 AG9500'NORTHWESTERLY OF SARCO G.P.S. STATION SAR 058, AND 9.87 FT (3.01 M)
 AG9500'NORTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9500'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9500'TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9500'BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 8.56 FT (2.61 M)
 AG9500'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 058, AND 9.87 FT (3.01 M)
 AG9500'NORTHEASTERLY OS SARCO REFERENCE NO. 1.
 AG9500
 AG9500                          STATION RECOVERY (2005)
 AG9500
 AG9500'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG9500'THE MARK IS ABOUT 16.6 MI SOUTHEAST OF SARASOTA, IN SECTION 36,
 AG9500'TOWNSHIP 37 SOUTH, RANGE  20 EAST.
 AG9500'
 AG9500'TO REACH THE MARK FROM THE INTERSTATE 75 OVERPASS AND STATE ROAD 72
 AG9500'ABOUT 5.5 MI  SOUTHEAST OF SARASOTA, GO EAST ON STATE ROAD 72 FOR 8.6
 AG9500'MI TO THE MAIN ENTRANCE ROAD TO  MYAKKA STATE PARK ON THE LEFT,
 AG9500'CONTINUE SOUTHEAST ON STATE ROAD 72 FOR 4.25 MI TO THE  MARK ON THE
 AG9500'RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.6 FT BELOW THE
 AG9500'LEVEL OF THE GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF STATE ROAD 72.
 AG9500'LOCATED 25.5 FT NORTH-NORTHEAST OF A CARSONITE WITNESS POST, 16.6 FT
 AG9500'NORTH-NORTHEAST  OF A METAL WITNESS POST AND 16.2 SOUTH-SOUTHWEST OF
 AG9500'THE APPROXIMATE CENTERLINE OF  STATE ROAD 72.
 AG9500
 AG9500                          STATION RECOVERY (2005)
 AG9500
 AG9500'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 AG9500'RECOVERED IN GOOD CONDITION.
 AG9500
 AG9500                          STATION RECOVERY (2014)
 AG9500
 AG9500'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 AG9500'NOT RECOVERED.  THE AREA HAS BEEN COMPLETELY REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9501 ***********************************************************************
 AG9501  DESIGNATION -  059
 AG9501  PID         -  AG9501
 AG9501  STATE/COUNTY-  FL/SARASOTA
 AG9501  COUNTRY     -  US
 AG9501  USGS QUAD   -  MURDOCK NW (2018)
 AG9501
 AG9501                         *CURRENT SURVEY CONTROL
 AG9501  ______________________________________________________________________
 AG9501* NAD 83(2011) POSITION- 27 11 44.09229(N) 082 13 14.96178(W)   ADJUSTED
 AG9501* NAD 83(2011) ELLIP HT-   -14.693 (meters)        (06/27/12)   ADJUSTED
 AG9501* NAD 83(2011) EPOCH   -  2010.00
 AG9501* NAVD 88 ORTHO HEIGHT -     9.6   (meters)       31.    (feet) GPS OBS
 AG9501  ______________________________________________________________________
 AG9501  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9501  GEOID HEIGHT    -        -25.080 (meters)                     GEOID93
 AG9501  GEOID HEIGHT    -        -24.307 (meters)                     GEOID18
 AG9501  NAD 83(2011) X  -    768,413.409 (meters)                     COMP
 AG9501  NAD 83(2011) Y  - -5,624,756.803 (meters)                     COMP
 AG9501  NAD 83(2011) Z  -  2,897,501.378 (meters)                     COMP
 AG9501  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 AG9501
 AG9501  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9501  Standards:
 AG9501         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9501            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9501  -------------------------------------------------------------------
 AG9501  NETWORK    3.32   6.64           1.30   1.41   3.39      0.10106934
 AG9501  -------------------------------------------------------------------
 AG9501  Click here for local accuracies and other accuracy information.
 AG9501
 AG9501.The horizontal coordinates were established by GPS observations
 AG9501.and adjusted by the National Geodetic Survey in June 2012.
 AG9501
 AG9501.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9501.been affixed to the stable North American tectonic plate. See 
 AG9501.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9501
 AG9501.The horizontal coordinates are valid at the epoch date displayed above
 AG9501.which is a decimal equivalence of Year/Month/Day.
 AG9501
 AG9501.The orthometric height was determined by GPS observations and a
 AG9501.high-resolution geoid model.
 AG9501
 AG9501.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9501.GEOID18 height accuracy estimate available here.
 AG9501
 AG9501.Click photographs - Photos may exist for this station.
 AG9501
 AG9501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9501
 AG9501.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9501
 AG9501.The ellipsoidal height was determined by GPS observations
 AG9501.and is referenced to NAD 83.
 AG9501
 AG9501. The following values were computed from the NAD 83(2011) position.
 AG9501
 AG9501;                    North         East     Units Scale Factor Converg.
 AG9501;SPC FL W     -   317,093.431   178,121.567   MT  0.99994708   -0 06 03.3
 AG9501;SPC FL W     - 1,040,330.70    584,387.17   sFT  0.99994708   -0 06 03.3
 AG9501;UTM  17      - 3,008,686.780   379,080.731   MT  0.99978049   -0 33 28.9
 AG9501
 AG9501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9501!SPC FL W     -   1.00000231  x   0.99994708  =   0.99994939
 AG9501!UTM  17      -   1.00000231  x   0.99978049  =   0.99978280
 AG9501
 AG9501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7908008686(NAD 83)
 AG9501
 AG9501                          SUPERSEDED SURVEY CONTROL
 AG9501
 AG9501  NAD 83(2007)-  27 11 44.09251(N)    082 13 14.96221(W) AD(2002.00) 0
 AG9501  ELLIP H (02/10/07)  -14.699  (m)                       GP(2002.00)    
 AG9501  NAD 83(1999)-  27 11 44.09240(N)    082 13 14.96273(W) AD(       ) 1
 AG9501  ELLIP H (06/19/01)  -14.660  (m)                       GP(       ) 4 1
 AG9501  NAD 83(1990)-  27 11 44.09109(N)    082 13 14.96294(W) AD(       ) 1
 AG9501  ELLIP H (05/09/94)  -14.444  (m)                       GP(       ) 4 2
 AG9501
 AG9501.Superseded values are not recommended for survey control.
 AG9501
 AG9501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9501.See file dsdata.pdf to determine how the superseded data were derived.
 AG9501
 AG9501_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9501_STAMPING: 059
 AG9501_MARK LOGO: FL-115
 AG9501_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9501+STABILITY: SURFACE MOTION
 AG9501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9501+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9501
 AG9501  HISTORY     - Date     Condition        Report By
 AG9501  HISTORY     - 1992     MONUMENTED       FL-115
 AG9501
 AG9501                          STATION DESCRIPTION
 AG9501
 AG9501'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9501'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9501'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST AND SOUTHEASTERLY ON
 AG9501'STATE ROAD 72 (CLARK ROAD), 17.25 MI (27.76 KM) TO THE STATION ON THE
 AG9501'RIGHT.
 AG9501'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STATMPED
 AG9501'---059--- SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT
 AG9501'THAT IS 6-INCHES BELOW THE GROUND. IT IS 15 FT (4.57 M) SOUTHERLY OF
 AG9501'THE CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 6.4 FT (1.95 M)
 AG9501'NORTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9501'REFERENCES--
 AG9501'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9501'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9501'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 6.82 FT
 AG9501'(2.08 M) NORTHWESTERLY OF SARCO G.P.S. STATION SAR 059, AND 9.60 FT
 AG9501'(2.93 M) WESTERLY OF SARCO REFERENCE NO. 2.
 AG9501'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9501'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9501'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 6.86 FT
 AG9501'(2.09 M) NORTHEASTERLY OF SARCO G.P.S. STATION SAR 059, AND 9.60 FT
 AG9501'(2.93 M) EASTERLY OF SARCO REFERENCE NO. 1.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL7603 ***********************************************************************
 DL7603  DESIGNATION -  06 07 640 0
 DL7603  PID         -  DL7603
 DL7603  STATE/COUNTY-  FL/ORANGE
 DL7603  COUNTRY     -  US
 DL7603  USGS QUAD   -  NARCOOSSEE NE (2018)
 DL7603
 DL7603                         *CURRENT SURVEY CONTROL
 DL7603  ______________________________________________________________________
 DL7603* NAD 83(1986) POSITION- 28 28 46.7    (N) 081 01 35.5    (W)   HD_HELD2
 DL7603* NAVD 88 ORTHO HEIGHT -    18.237 (meters)       59.83  (feet) ADJUSTED
 DL7603  ______________________________________________________________________
 DL7603  GEOID HEIGHT    -        -28.092 (meters)                     GEOID18
 DL7603  DYNAMIC HEIGHT  -         18.210 (meters)       59.74  (feet) COMP
 DL7603  MODELED GRAVITY -    979,201.3   (mgal)                       NAVD 88
 DL7603
 DL7603  VERT ORDER      -  FIRST     CLASS II
 DL7603
 DL7603.The horizontal coordinates were established by autonomous hand held GPS
 DL7603.observations and have an estimated accuracy of +/- 10 meters.
 DL7603
 DL7603.The orthometric height was determined by differential leveling and
 DL7603.adjusted by the NATIONAL GEODETIC SURVEY
 DL7603.in June 2010.
 DL7603
 DL7603.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7603.GEOID18 height accuracy estimate available here.
 DL7603
 DL7603.Click photographs - Photos may exist for this station.
 DL7603
 DL7603.The dynamic height is computed by dividing the NAVD 88
 DL7603.geopotential number by the normal gravity value computed on the
 DL7603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7603.degrees latitude (g = 980.6199 gals.).
 DL7603
 DL7603.The modeled gravity was interpolated from observed gravity values.
 DL7603
 DL7603;                    North         East    Units  Estimated Accuracy
 DL7603;SPC FL E     -   459,361.      197,402.      MT  (+/- 10 meters HH2 GPS)
 DL7603
 DL7603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM9740350336(NAD 83)
 DL7603
 DL7603                          SUPERSEDED SURVEY CONTROL
 DL7603
 DL7603.No superseded survey control is available for this station.
 DL7603
 DL7603_MARKER: DD = SURVEY DISK
 DL7603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL7603_STAMPING: BM 06-07-640-0
 DL7603_MARK LOGO: SJRWMD
 DL7603_PROJECTION: FLUSH
 DL7603_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL7603+STABILITY: SURFACE MOTION
 DL7603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7603+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2008
 DL7603
 DL7603  HISTORY     - Date     Condition        Report By
 DL7603  HISTORY     - 2006     MONUMENTED       SJRWMD
 DL7603  HISTORY     - 20080517 GOOD             FLDEP
 DL7603
 DL7603                          STATION DESCRIPTION
 DL7603
 DL7603'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL7603'THE MARK IS ABOUT 16.3 MI (26.2 KM) WEST OF SHARPS, 15.8 MI (25.4 KM)
 DL7603'SOUTHWEST OF TITUSVILLE, 7.1 MI (11.4 KM) SOUTHEAST OF BITHLO, IN
 DL7603'SECTION 21, TOWNSHIP 23 SOUTH, RANGE 33 EAST.
 DL7603'
 DL7603'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 50 AND STATE
 DL7603'HIGHWAY 520 NEAR BITHLO, GO SOUTHEAST ON STATE HIGHWAY 520 FOR 5.4 MI
 DL7603'(8.7 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE
 DL7603'MONUMENT FLUSH WITH THE GROUND AND ABOUT 4.0 FT (1.2 M) BELOW THE
 DL7603'LEVEL OF STATE HIGHWAY 520 EASTBOUND LANES.
 DL7603'
 DL7603'LOCATED 83.3 FT (25.4 M) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 DL7603'520 EASTBOUND LANES, 40.0 FT (12.2 M) NORTHWEST OF THE APPROXIMATE
 DL7603'CENTERLINE OF A FIELD ENTRANCE ROAD AND A METAL GATE, 8.0 FT (2.4 M)
 DL7603'NORTH OF A RIGHT-OF-WAY MARKER, 1.2 FT (0.4 M) SOUTHWEST OF A WOODEN
 DL7603'POWER POLE NUMBER 070499 AND 1.0 FT (0.3 M) NORTHEAST OF A 2-INCH (5
 DL7603'CM) PVC SJRWMD WITNESS POST.
 DL7603'
 DL7603'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL7603'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2615 ***********************************************************************
 DM2615  DESIGNATION -  06 08 013 0
 DM2615  PID         -  DM2615
 DM2615  STATE/COUNTY-  FL/VOLUSIA
 DM2615  COUNTRY     -  US
 DM2615  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 DM2615
 DM2615                         *CURRENT SURVEY CONTROL
 DM2615  ______________________________________________________________________
 DM2615* NAD 83(1986) POSITION- 29 22 49.5    (N) 081 07 47.8    (W)   HD_HELD2
 DM2615* NAVD 88 ORTHO HEIGHT -     7.681 (meters)       25.20  (feet) ADJUSTED
 DM2615  ______________________________________________________________________
 DM2615  GEOID HEIGHT    -        -28.556 (meters)                     GEOID18
 DM2615  DYNAMIC HEIGHT  -          7.671 (meters)       25.17  (feet) COMP
 DM2615  MODELED GRAVITY -    979,282.5   (mgal)                       NAVD 88
 DM2615
 DM2615  VERT ORDER      -  FIRST     CLASS II
 DM2615
 DM2615.The horizontal coordinates were established by autonomous hand held GPS
 DM2615.observations and have an estimated accuracy of +/- 10 meters.
 DM2615
 DM2615.The orthometric height was determined by differential leveling and
 DM2615.adjusted by the NATIONAL GEODETIC SURVEY
 DM2615.in December 2010.
 DM2615
 DM2615.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2615.GEOID18 height accuracy estimate available here.
 DM2615
 DM2615.Click photographs - Photos may exist for this station.
 DM2615
 DM2615.The dynamic height is computed by dividing the NAVD 88
 DM2615.geopotential number by the normal gravity value computed on the
 DM2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2615.degrees latitude (g = 980.6199 gals.).
 DM2615
 DM2615.The modeled gravity was interpolated from observed gravity values.
 DM2615
 DM2615;                    North         East    Units  Estimated Accuracy
 DM2615;SPC FL E     -   559,200.      187,386.      MT  (+/- 10 meters HH2 GPS)
 DM2615
 DM2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8739050140(NAD 83)
 DM2615
 DM2615                          SUPERSEDED SURVEY CONTROL
 DM2615
 DM2615.No superseded survey control is available for this station.
 DM2615
 DM2615_MARKER: DD = SURVEY DISK
 DM2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM2615_STAMPING: 06-08-013-0
 DM2615_MARK LOGO: SJRWMD
 DM2615_PROJECTION: FLUSH
 DM2615_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2615+STABILITY: SURFACE MOTION
 DM2615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM2615+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2026
 DM2615
 DM2615  HISTORY     - Date     Condition        Report By
 DM2615  HISTORY     - UNK      MONUMENTED       SJRWMD
 DM2615  HISTORY     - 20090204 GOOD             FLDEP
 DM2615  HISTORY     - 20260330 GOOD             GEOCAC
 DM2615
 DM2615                          STATION DESCRIPTION
 DM2615
 DM2615'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM2615'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTHWEST OF ORMOND BEACH, 6.5 MI
 DM2615'(10.5 KM) SOUTH OF FLAGLER BEACH, IN SECTION 38, TOWNSHIP 13 SOUTH,
 DM2615'RANGE 31 EAST.
 DM2615'
 DM2615'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 100 AND THE I-95
 DM2615'OVERPASS IN PALM COAST, GO EAST ON STATE ROAD 100 FOR 0.25 MI (0.4 KM)
 DM2615'TO THE INTERSECTION OF OLD KINGS ROAD (STATE ROAD 5A).  TURN RIGHT ON
 DM2615'OLD KINGS ROAD (STATE ROAD 5A) AND GO SOUTH FOR 5.4 MI (8.7 KM) TO THE
 DM2615'JUNCTION OF OLD DIXIE HIGHWAY (COUNTY ROAD 201).  TURN LEFT ON OLD
 DM2615'DIXIE HIGHWAY AND GO EAST AND SOUTH FOR 2.15 MI (3.5 KM) TO THE MARK
 DM2615'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 DM2615'THE GROUND AND LEVEL WITH OLD DIXIE HIGHWAY.
 DM2615'
 DM2615'LOCATED 84.5 FT (25.8 M) EAST-SOUTHEAST OF A SJRWMD WELL HEAD
 DM2615'(NUMBERED V-0443), 48.6 FT (14.8 M) SOUTH OF A SJRWMD SURVEY MARK
 DM2615'06-08-013-1, 32.0 FT (9.8 M) EAST-NORTHEAST OF A HOGWIRE FENCE, 29.0
 DM2615'FT (8.8 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF OLD DIXIE
 DM2615'HIGHWAY AND 0.8 FT (0.2 M) NORTHEAST OF A METAL WITNESS POST.
 DM2615
 DM2615                          STATION RECOVERY (2026)
 DM2615
 DM2615'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 DM2615'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2616 ***********************************************************************
 DM2616  DESIGNATION -  06 08 013 1
 DM2616  PID         -  DM2616
 DM2616  STATE/COUNTY-  FL/VOLUSIA
 DM2616  COUNTRY     -  US
 DM2616  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 DM2616
 DM2616                         *CURRENT SURVEY CONTROL
 DM2616  ______________________________________________________________________
 DM2616* NAD 83(1986) POSITION- 29 22 49.8    (N) 081 07 48.0    (W)   HD_HELD2
 DM2616* NAVD 88 ORTHO HEIGHT -     7.495 (meters)       24.59  (feet) ADJUSTED
 DM2616  ______________________________________________________________________
 DM2616  GEOID HEIGHT    -        -28.556 (meters)                     GEOID18
 DM2616  DYNAMIC HEIGHT  -          7.485 (meters)       24.56  (feet) COMP
 DM2616  MODELED GRAVITY -    979,282.5   (mgal)                       NAVD 88
 DM2616
 DM2616  VERT ORDER      -  FIRST     CLASS II
 DM2616
 DM2616.The horizontal coordinates were established by autonomous hand held GPS
 DM2616.observations and have an estimated accuracy of +/- 10 meters.
 DM2616
 DM2616.The orthometric height was determined by differential leveling and
 DM2616.adjusted by the NATIONAL GEODETIC SURVEY
 DM2616.in December 2010.
 DM2616
 DM2616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2616.GEOID18 height accuracy estimate available here.
 DM2616
 DM2616.Click photographs - Photos may exist for this station.
 DM2616
 DM2616.The dynamic height is computed by dividing the NAVD 88
 DM2616.geopotential number by the normal gravity value computed on the
 DM2616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2616.degrees latitude (g = 980.6199 gals.).
 DM2616
 DM2616.The modeled gravity was interpolated from observed gravity values.
 DM2616
 DM2616;                    North         East    Units  Estimated Accuracy
 DM2616;SPC FL E     -   559,209.      187,380.      MT  (+/- 10 meters HH2 GPS)
 DM2616
 DM2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8738450149(NAD 83)
 DM2616
 DM2616                          SUPERSEDED SURVEY CONTROL
 DM2616
 DM2616.No superseded survey control is available for this station.
 DM2616
 DM2616_MARKER: DD = SURVEY DISK
 DM2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM2616_STAMPING: 06-08-013-1
 DM2616_MARK LOGO: SJRWMD
 DM2616_PROJECTION: RECESSED 15 CENTIMETERS
 DM2616_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2616+STABILITY: SURFACE MOTION
 DM2616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM2616+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2026
 DM2616
 DM2616  HISTORY     - Date     Condition        Report By
 DM2616  HISTORY     - UNK      MONUMENTED       SJRWMD
 DM2616  HISTORY     - 20090204 GOOD             FLDEP
 DM2616  HISTORY     - 20260330 GOOD             GEOCAC
 DM2616
 DM2616                          STATION DESCRIPTION
 DM2616
 DM2616'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM2616'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTHWEST OF ORMOND BEACH, 6.5 MI
 DM2616'(10.5 KM) SOUTH OF FLAGLER BEACH, IN SECTION 38, TOWNSHIP 13 SOUTH,
 DM2616'RANGE 31 EAST.
 DM2616'
 DM2616'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 100 AND THE I-95
 DM2616'OVERPASS IN PALM COAST, GO EAST ON STATE ROAD 100 FOR 0.25 MI (0.4 KM)
 DM2616'TO THE INTERSECTION OF OLD KINGS ROAD (STATE ROAD 5A).  TURN RIGHT ON
 DM2616'OLD KINGS ROAD (STATE ROAD 5A) AND GO SOUTH FOR 5.4 MI (8.7 KM) TO THE
 DM2616'JUNCTION OF OLD DIXIE HIGHWAY (COUNTY ROAD 201).  TURN LEFT ON OLD
 DM2616'DIXIE HIGHWAY AND GO EAST AND SOUTH FOR 2.15 MI (3.5 KM) TO THE MARK
 DM2616'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3
 DM2616'FT (0.1 M) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH OLD DIXIE
 DM2616'HIGHWAY.
 DM2616'
 DM2616'LOCATED 82.0 FT (25.0 M) EAST-NORTHEAST OF A SJRWMD WELL HEAD
 DM2616'(NUMBERED V-0443), 48.6 FT (14.8 M) NORTH OF A SJRWMD SURVEY MARK
 DM2616'06-08-013-0, 39.3 FT (12.0 M) EAST-NORTHEAST OF A HOGWIRE FENCE, 23.0
 DM2616'FT (7.0 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF OLD DIXIE
 DM2616'HIGHWAY AND 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST.
 DM2616
 DM2616                          STATION RECOVERY (2026)
 DM2616
 DM2616'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 DM2616'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8447 ***********************************************************************
 DN8447  DESIGNATION -  06 12 042 0
 DN8447  PID         -  DN8447
 DN8447  STATE/COUNTY-  FL/LAKE
 DN8447  COUNTRY     -  US
 DN8447  USGS QUAD   -  LAKE NELLIE (2018)
 DN8447
 DN8447                         *CURRENT SURVEY CONTROL
 DN8447  ______________________________________________________________________
 DN8447* NAD 83(1986) POSITION- 28 22 46.0    (N) 081 49 25.0    (W)   HD_HELD2
 DN8447* NAVD 88 ORTHO HEIGHT -    34.472 (meters)      113.10  (feet) ADJUSTED
 DN8447  ______________________________________________________________________
 DN8447  GEOID HEIGHT    -        -27.046 (meters)                     GEOID18
 DN8447  DYNAMIC HEIGHT  -         34.421 (meters)      112.93  (feet) COMP
 DN8447  MODELED GRAVITY -    979,187.0   (mgal)                       NAVD 88
 DN8447
 DN8447  VERT ORDER      -  FIRST     CLASS II
 DN8447
 DN8447.The horizontal coordinates were established by autonomous hand held GPS
 DN8447.observations and have an estimated accuracy of +/- 10 meters.
 DN8447
 DN8447.The orthometric height was determined by differential leveling and
 DN8447.adjusted by the NATIONAL GEODETIC SURVEY
 DN8447.in July 2012.
 DN8447
 DN8447.No vertical observational check was made to the station.
 DN8447
 DN8447.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8447.GEOID18 height accuracy estimate available here.
 DN8447
 DN8447.Click photographs - Photos may exist for this station.
 DN8447
 DN8447.The dynamic height is computed by dividing the NAVD 88
 DN8447.geopotential number by the normal gravity value computed on the
 DN8447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8447.degrees latitude (g = 980.6199 gals.).
 DN8447
 DN8447.The modeled gravity was interpolated from observed gravity values.
 DN8447
 DN8447;                    North         East    Units  Estimated Accuracy
 DN8447;SPC FL E     -   448,533.      119,277.      MT  (+/- 10 meters HH2 GPS)
 DN8447
 DN8447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1930439512(NAD 83)
 DN8447
 DN8447                          SUPERSEDED SURVEY CONTROL
 DN8447
 DN8447.No superseded survey control is available for this station.
 DN8447
 DN8447_MARKER: DD = SURVEY DISK
 DN8447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8447_STAMPING: 06-12-042-0
 DN8447_MARK LOGO: SJRWMD
 DN8447_PROJECTION: FLUSH
 DN8447_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8447+STABILITY: SURFACE MOTION
 DN8447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8447+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2011
 DN8447
 DN8447  HISTORY     - Date     Condition        Report By
 DN8447  HISTORY     - UNK      MONUMENTED       SJRWMD
 DN8447  HISTORY     - 20110525 GOOD             FLDEP
 DN8447
 DN8447                          STATION DESCRIPTION
 DN8447
 DN8447'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN8447'THE MARK IS ABOUT 8.7 MI (14.0 KM) NORTHEAST OF ROCK RIDGE, 8.4 MI
 DN8447'(13.5 KM) SOUTHEAST OF BAY LAKE, 5.7 MI (9.2 KM) NORTH-NORTHEAST OF
 DN8447'POYNER, IN SECTION 20, TOWNSHIP 24 SOUTH, RANGE 25 EAST.
 DN8447'
 DN8447'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 50 AND STATE ROAD 33
 DN8447'(SOUTH) AND CRITTENDON STREET IN GROVELAND, GO SOUTH ON STATE ROAD 33
 DN8447'FOR 5.1 MI (8.2 KM) TO THE JUNCTION OF FLORIDA BOYS RANCH ROAD ON THE
 DN8447'LEFT.  CONTINUE SOUTH ON STATE ROAD 33 FOR 5.1 MI (8.2 KM) TO THE
 DN8447'JUNCTION OF COUNTY ROAD 561 ON THE LEFT.  CONTINUE SOUTH ON STATE ROAD
 DN8447'33 FOR 2.1 MI (3.4 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A
 DN8447'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 3.0 FT (0.9 M) BELOW
 DN8447'THE LEVEL OF STATE ROAD 33.
 DN8447'
 DN8447'LOCATED 44.4 FT (13.5 M) EAST OF THE APPROXIMATE CENTERLINE OF STATE
 DN8447'ROAD 33, 28.3 FT (8.6 M) EAST OF THE EAST EDGE OF THE PAVEMENT OF
 DN8447'STATE ROAD 33, 7.0 FT (2.1 M) SOUTH OF WATER MONITORING WELL NUMBER
 DN8447'17526, 2.2 FT (0.7 M) WEST OF BARBED WIRE FENCE AND 1.5 FT (0.5 M)
 DN8447'WEST OF WATER MONITORING WELL NUMBER 17525.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6290 ***********************************************************************
 AD6290  DESIGNATION -  06 78 B 01 RM 1 FLDNR
 AD6290  PID         -  AD6290
 AD6290  STATE/COUNTY-  FL/PALM BEACH
 AD6290  COUNTRY     -  US
 AD6290  USGS QUAD   -  JUPITER (2018)
 AD6290
 AD6290                         *CURRENT SURVEY CONTROL
 AD6290  ______________________________________________________________________
 AD6290* NAD 83(1986) POSITION- 26 56 39.     (N) 080 04 17.     (W)   SCALED
 AD6290* NAVD 88 ORTHO HEIGHT -     1.204 (meters)        3.95  (feet) ADJUSTED
 AD6290  ______________________________________________________________________
 AD6290  GEOID HEIGHT    -        -27.497 (meters)                     GEOID18
 AD6290  DYNAMIC HEIGHT  -          1.202 (meters)        3.94  (feet) COMP
 AD6290  MODELED GRAVITY -    979,093.2   (mgal)                       NAVD 88
 AD6290
 AD6290  VERT ORDER      -  SECOND    CLASS I
 AD6290
 AD6290.The horizontal coordinates were scaled from a map and have
 AD6290.an estimated accuracy of +/- 6 seconds.
 AD6290
 AD6290.The orthometric height was determined by differential leveling and
 AD6290.adjusted by the NATIONAL GEODETIC SURVEY
 AD6290.in June 1991.
 AD6290
 AD6290.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6290.GEOID18 height accuracy estimate available here.
 AD6290
 AD6290.Click photographs - Photos may exist for this station.
 AD6290
 AD6290.The dynamic height is computed by dividing the NAVD 88
 AD6290.geopotential number by the normal gravity value computed on the
 AD6290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6290.degrees latitude (g = 980.6199 gals.).
 AD6290
 AD6290.The modeled gravity was interpolated from observed gravity values.
 AD6290
 AD6290;                    North         East    Units  Estimated Accuracy
 AD6290;SPC FL E     -   289,560.      292,210.      MT  (+/- 180 meters Scaled)
 AD6290
 AD6290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921805(NAD 83)
 AD6290
 AD6290                          SUPERSEDED SURVEY CONTROL
 AD6290
 AD6290  NGVD 29 (09/01/92)    1.667  (m)            5.47   (f) ADJUSTED    2 1
 AD6290
 AD6290.Superseded values are not recommended for survey control.
 AD6290
 AD6290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6290.See file dsdata.pdf to determine how the superseded data were derived.
 AD6290
 AD6290_MARKER: DD = SURVEY DISK
 AD6290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6290_SP_SET: CONCRETE SEAWALL
 AD6290_STAMPING: 06-78-B-01 1978 B.C.E. RM-1
 AD6290_MARK LOGO: FLDNR
 AD6290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6290+STABILITY: SURFACE MOTION
 AD6290
 AD6290  HISTORY     - Date     Condition        Report By
 AD6290  HISTORY     - 1978     MONUMENTED       FLDNR
 AD6290  HISTORY     - 1981     GOOD             FLDNR
 AD6290  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 AD6290  HISTORY     - 19950307 MARK NOT FOUND   USPSQD
 AD6290  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 AD6290  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 AD6290  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD6290  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6290
 AD6290                          STATION DESCRIPTION
 AD6290
 AD6290'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6290'1.4 MI EAST FROM JUPITER.
 AD6290'BEGIN AT THE JUNCTION OF STATE HIGHWAY A1A WITH U.S. HIGHWAY 1 IN
 AD6290'JUPITER, PROCEED 0.7 MILE SOUTHEAST ALONG A1A TO THE JUNCTION OF A
 AD6290'PAVED ROAD, GO 0.4 MILE EAST ALONG THE PAVED ROAD TO A ROAD ALONG A
 AD6290'PUBLIC PARK, GO 0.3 MILE NORTH ALONG THE PARK TO THE LOCATION OF THE
 AD6290'BENCH MARK.  THE MARK BEARS 65 FEET WEST-NORTHWEST OF DAY BEACON
 AD6290'NUMBER 1 AND IS SET IN THE TOP OF THE EAST-WEST CONCRETE SEAWALL AT
 AD6290'THE INLET.
 AD6290'THE MARK IS 2 FT ABOVE GROUND.
 AD6290
 AD6290                          STATION RECOVERY (1994)
 AD6290
 AD6290'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6290'MARK NOT FOUND.
 AD6290
 AD6290                          STATION RECOVERY (1995)
 AD6290
 AD6290'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6290'MARK NOT FOUND.
 AD6290
 AD6290                          STATION RECOVERY (2002)
 AD6290
 AD6290'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6290'THE EAST-WEST CONCRETE SEAWALL HAS BEEN COMPLETELY REBUILT.
 AD6290
 AD6290                          STATION RECOVERY (2003)
 AD6290
 AD6290'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6290'MARK NOT FOUND.
 AD6290
 AD6290                          STATION RECOVERY (2004)
 AD6290
 AD6290'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6290'MARK NOT FOUND.
 AD6290
 AD6290                          STATION RECOVERY (2005)
 AD6290
 AD6290'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6290'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7887 ***********************************************************************
 AD7887  CBN         -  This is a Cooperative Base Network Control Station.
 AD7887  DESIGNATION -  06 78 E 07
 AD7887  PID         -  AD7887
 AD7887  STATE/COUNTY-  FL/PALM BEACH
 AD7887  COUNTRY     -  US
 AD7887  USGS QUAD   -  PALM BEACH (2018)
 AD7887
 AD7887                         *CURRENT SURVEY CONTROL
 AD7887  ______________________________________________________________________
 AD7887* NAD 83(2011) POSITION- 26 37 56.10031(N) 080 02 14.38578(W)   ADJUSTED
 AD7887* NAD 83(2011) ELLIP HT-   -21.800 (meters)        (06/27/12)   ADJUSTED
 AD7887* NAD 83(2011) EPOCH   -  2010.00
 AD7887* NAVD 88 ORTHO HEIGHT -     4.568 (meters)       14.99  (feet) ADJUSTED
 AD7887  ______________________________________________________________________
 AD7887  GEOID HEIGHT    -        -26.418 (meters)                     GEOID18
 AD7887  NAD 83(2011) X  -    987,045.247 (meters)                     COMP
 AD7887  NAD 83(2011) Y  - -5,619,217.619 (meters)                     COMP
 AD7887  NAD 83(2011) Z  -  2,841,840.912 (meters)                     COMP
 AD7887  LAPLACE CORR    -         -5.27  (seconds)                    DEFLEC18
 AD7887  DYNAMIC HEIGHT  -          4.561 (meters)       14.96  (feet) COMP
 AD7887  MODELED GRAVITY -    979,111.6   (mgal)                       NAVD 88
 AD7887
 AD7887  VERT ORDER      -  FIRST     CLASS II
 AD7887
 AD7887  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD7887  Standards:
 AD7887         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD7887            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD7887  -------------------------------------------------------------------
 AD7887  NETWORK    2.56  20.66           0.96   1.12  10.54      0.05756233
 AD7887  -------------------------------------------------------------------
 AD7887  Click here for local accuracies and other accuracy information.
 AD7887
 AD7887.The horizontal coordinates were established by GPS observations
 AD7887.and adjusted by the National Geodetic Survey in June 2012.
 AD7887
 AD7887.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD7887.been affixed to the stable North American tectonic plate. See 
 AD7887.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD7887
 AD7887.The horizontal coordinates are valid at the epoch date displayed above
 AD7887.which is a decimal equivalence of Year/Month/Day.
 AD7887
 AD7887.The orthometric height was determined by differential leveling and
 AD7887.adjusted by the NATIONAL GEODETIC SURVEY
 AD7887.in June 2002.
 AD7887
 AD7887.No vertical observational check was made to the station.
 AD7887
 AD7887.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7887.GEOID18 height accuracy estimate available here.
 AD7887
 AD7887.Click photographs - Photos may exist for this station.
 AD7887
 AD7887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD7887
 AD7887.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD7887
 AD7887.The ellipsoidal height was determined by GPS observations
 AD7887.and is referenced to NAD 83.
 AD7887
 AD7887.The dynamic height is computed by dividing the NAVD 88
 AD7887.geopotential number by the normal gravity value computed on the
 AD7887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7887.degrees latitude (g = 980.6199 gals.).
 AD7887
 AD7887.The modeled gravity was interpolated from observed gravity values.
 AD7887
 AD7887. The following values were computed from the NAD 83(2011) position.
 AD7887
 AD7887;                    North         East     Units Scale Factor Converg.
 AD7887;SPC FL E     -   255,020.520   295,855.696   MT  1.00005457   +0 25 53.6
 AD7887;SPC FL E     -   836,679.82    970,653.23   sFT  1.00005457   +0 25 53.6
 AD7887;UTM  17      - 2,946,065.489   595,822.990   MT  0.99971336   +0 25 53.6
 AD7887
 AD7887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7887!SPC FL E     -   1.00000342  x   1.00005457  =   1.00005800
 AD7887!UTM  17      -   1.00000342  x   0.99971336  =   0.99971678
 AD7887
 AD7887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9582246065(NAD 83)
 AD7887
 AD7887                          SUPERSEDED SURVEY CONTROL
 AD7887
 AD7887  NAD 83(2007)-  26 37 56.10071(N)    080 02 14.38604(W) AD(2002.00) 0
 AD7887  ELLIP H (02/10/07)  -21.812  (m)                       GP(2002.00)    
 AD7887  NAD 83(1999)-  26 37 56.10115(N)    080 02 14.38664(W) AD(       ) B
 AD7887  ELLIP H (05/31/01)  -21.812  (m)                       GP(       ) 5 1
 AD7887  NAD 83(1990)-  26 37 56.09993(N)    080 02 14.38528(W) AD(       ) B
 AD7887  ELLIP H (09/13/90)  -21.813  (m)                       GP(       ) 4 1
 AD7887  NAVD 88 (06/02/94)    4.7    (m)  GEOID93  model used  GPS OBS        
 AD7887  NGVD 29 (09/13/90)    5.3    (m)  FFT MET  model used  GPS OBS        
 AD7887
 AD7887.Superseded values are not recommended for survey control.
 AD7887
 AD7887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7887.See file dsdata.pdf to determine how the superseded data were derived.
 AD7887
 AD7887_MARKER: DD = SURVEY DISK
 AD7887_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AD7887_STAMPING: 06 78 E 07
 AD7887_MARK LOGO: FLDNR
 AD7887_PROJECTION: RECESSED 15 CENTIMETERS
 AD7887_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7887+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2025
 AD7887
 AD7887  HISTORY     - Date     Condition        Report By
 AD7887  HISTORY     - UNK      MONUMENTED       FLDNR
 AD7887  HISTORY     - 1989     GOOD             NGS
 AD7887  HISTORY     - 20010117 GOOD             USPSQD
 AD7887  HISTORY     - 20020222 GOOD             FLDEP
 AD7887  HISTORY     - 20030422 GOOD             USPSQD
 AD7887  HISTORY     - 20040503 GOOD             USPSQD
 AD7887  HISTORY     - 20050504 GOOD             USPSQD
 AD7887  HISTORY     - 20140327 GOOD             INDIV
 AD7887  HISTORY     - 20170914 GOOD             GCYI
 AD7887  HISTORY     - 20250522 GOOD             GEOCAC
 AD7887
 AD7887                          STATION DESCRIPTION
 AD7887
 AD7887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AD7887'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF LAKE WORTH, ABOUT
 AD7887'11.3 KM (7.00 MI) SOUTH OF PALM BEACH, AT THE ATLANTIC OCEAN SHORELINE
 AD7887'AND ABOUT 61 M (200.1 FT) EAST OF THE NORTHEAST CORNER OF A PAVED
 AD7887'PARKING LOT FOR THE PALM BEACH PAR 3 GOLF CLUB.  OWNERSHIP--UNKNOWN,
 AD7887'CONTACT RICHARD DYTRYCK, GOLF COURSE MANAGER, PHONE 582-4462, BEFORE
 AD7887'VISITING STATION.
 AD7887'
 AD7887'TO REACH THE STATION FROM THE JUNCTION OF STATE ROUTE 802 AND STATE
 AD7887'ROUTE A1A, NEAR THE NORTHEAST CORNER OF LAKE WORTH, GO NORTH ALONG
 AD7887'STATE ROUTE A1A FOR 1.8 KM (1.10 MI) TO THE ENTRANCE ON THE RIGHT
 AD7887'LEADING EAST TO THE PALM BEACH PAR 3 GOLF COURSE, THEN GO RIGHT, EAST
 AD7887'FOR ABOUT 0.16 KM (0.10 MI) TO THE SOUTHEAST CORNER OF A PAVED PARKING
 AD7887'LOT THEN, CAN DRIVE ALONG A DIRT TRACK ROAD (GOLF CART PATH) FOR ABOUT
 AD7887'35 M (114.8 FT), THEN DRIVE NORTH TOWARDS FOUR LONE PALM TREES, WHICH
 AD7887'ARE LOCATED ON THE EAST SIDE OF NO. 6 FAIRWAY, BETWEEN OCEANS EDGE AND
 AD7887'EAST EDGE OF PARKING LOT (VEHICLE CAN BE PARKED HERE, DO NOT DRIVE ON
 AD7887'GREENS).  IT IS LOCATED ABOUT 20 M (65.6 FT) EAST-NORTHEAST OF THIS
 AD7887'POINT.
 AD7887'
 AD7887'THE STATION IS FLUSH WITH GROUND.  LOCATED 7 M (23.0 FT) WEST OF THE
 AD7887'WEST EDGE OF THE SHORELINE, 16 M (52.5 FT) NORTH OF THE NORTH EDGE OF
 AD7887'A WOODEN BENCH, 20.2 M (66.3 FT) NORTH OF A LONE 18-INCH PALM TREE,
 AD7887'18.8 M (61.7 FT) EAST OF THE MOST NORTH 1 OF 4 12-INCH PALM TREES,
 AD7887'10.7 M (35.1 FT) EAST OF THE APPROXIMATE CENTER OF FAIRWAY, ABOUT 55 M
 AD7887'(180.4 FT) EAST OF THE NORTHEAST CORNER OF A PAVED PARKING LOT AND
 AD7887'0.31 M (1.0 FT) WEST OF A FIBERGLASS WITNESS POST.  DESCRIBED BY G.F.
 AD7887'SMITH.
 AD7887
 AD7887                          STATION RECOVERY (2001)
 AD7887
 AD7887'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 AD7887'RECOVERED IN GOOD CONDITION.
 AD7887
 AD7887                          STATION RECOVERY (2002)
 AD7887
 AD7887'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AD7887'
 AD7887
 AD7887                          STATION RECOVERY (2003)
 AD7887
 AD7887'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD7887'WITNESS POST SHATTERED
 AD7887
 AD7887                          STATION RECOVERY (2004)
 AD7887
 AD7887'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD7887'RECOVERED IN GOOD CONDITION.
 AD7887
 AD7887                          STATION RECOVERY (2005)
 AD7887
 AD7887'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD7887'RECOVERED IN GOOD CONDITION.
 AD7887
 AD7887                          STATION RECOVERY (2014)
 AD7887
 AD7887'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014
 AD7887'RECOVERED MARK, FIBERGLASS WITNESS POST NOT FOUND.
 AD7887
 AD7887                          STATION RECOVERY (2017)
 AD7887
 AD7887'RECOVERY NOTE BY G.C.Y., INCORPORATED 2017 (LY)
 AD7887'RECOVERED IN GOOD CONDITION.
 AD7887
 AD7887                          STATION RECOVERY (2025)
 AD7887
 AD7887'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD7887'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9502 ***********************************************************************
 AG9502  DESIGNATION -  060
 AG9502  PID         -  AG9502
 AG9502  STATE/COUNTY-  FL/SARASOTA
 AG9502  COUNTRY     -  US
 AG9502  USGS QUAD   -  MURDOCK NW (2018)
 AG9502
 AG9502                         *CURRENT SURVEY CONTROL
 AG9502  ______________________________________________________________________
 AG9502* NAD 83(2011) POSITION- 27 11 36.47342(N) 082 09 49.76372(W)   ADJUSTED
 AG9502* NAD 83(2011) ELLIP HT-   -13.096 (meters)        (06/27/12)   ADJUSTED
 AG9502* NAD 83(2011) EPOCH   -  2010.00
 AG9502* NAVD 88 ORTHO HEIGHT -    11.2   (meters)       37.    (feet) GPS OBS
 AG9502  ______________________________________________________________________
 AG9502  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9502  GEOID HEIGHT    -        -25.130 (meters)                     GEOID93
 AG9502  GEOID HEIGHT    -        -24.338 (meters)                     GEOID18
 AG9502  NAD 83(2011) X  -    774,023.500 (meters)                     COMP
 AG9502  NAD 83(2011) Y  - -5,624,097.158 (meters)                     COMP
 AG9502  NAD 83(2011) Z  -  2,897,293.525 (meters)                     COMP
 AG9502  LAPLACE CORR    -         -0.56  (seconds)                    DEFLEC18
 AG9502
 AG9502  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9502  Standards:
 AG9502         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9502            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9502  -------------------------------------------------------------------
 AG9502  NETWORK    3.29   6.90           1.31   1.38   3.52     -0.01703463
 AG9502  -------------------------------------------------------------------
 AG9502  Click here for local accuracies and other accuracy information.
 AG9502
 AG9502.The horizontal coordinates were established by GPS observations
 AG9502.and adjusted by the National Geodetic Survey in June 2012.
 AG9502
 AG9502.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9502.been affixed to the stable North American tectonic plate. See 
 AG9502.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9502
 AG9502.The horizontal coordinates are valid at the epoch date displayed above
 AG9502.which is a decimal equivalence of Year/Month/Day.
 AG9502
 AG9502.The orthometric height was determined by GPS observations and a
 AG9502.high-resolution geoid model.
 AG9502
 AG9502.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9502.GEOID18 height accuracy estimate available here.
 AG9502
 AG9502.Click photographs - Photos may exist for this station.
 AG9502
 AG9502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9502
 AG9502.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9502
 AG9502.The ellipsoidal height was determined by GPS observations
 AG9502.and is referenced to NAD 83.
 AG9502
 AG9502. The following values were computed from the NAD 83(2011) position.
 AG9502
 AG9502;                    North         East     Units Scale Factor Converg.
 AG9502;SPC FL W     -   316,850.275   183,768.601   MT  0.99994443   -0 04 29.5
 AG9502;SPC FL W     - 1,039,532.94    602,914.15   sFT  0.99994443   -0 04 29.5
 AG9502;UTM  17      - 3,008,398.633   384,724.667   MT  0.99976404   -0 31 54.9
 AG9502
 AG9502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9502!SPC FL W     -   1.00000206  x   0.99994443  =   0.99994649
 AG9502!UTM  17      -   1.00000206  x   0.99976404  =   0.99976610
 AG9502
 AG9502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8472408398(NAD 83)
 AG9502
 AG9502                          SUPERSEDED SURVEY CONTROL
 AG9502
 AG9502  NAD 83(2007)-  27 11 36.47357(N)    082 09 49.76421(W) AD(2002.00) 0
 AG9502  ELLIP H (02/10/07)  -13.099  (m)                       GP(2002.00)    
 AG9502  NAD 83(1999)-  27 11 36.47368(N)    082 09 49.76404(W) AD(       ) 1
 AG9502  ELLIP H (06/19/01)  -13.066  (m)                       GP(       ) 4 1
 AG9502  NAD 83(1990)-  27 11 36.47225(N)    082 09 49.76420(W) AD(       ) 1
 AG9502  ELLIP H (05/09/94)  -12.826  (m)                       GP(       ) 4 2
 AG9502
 AG9502.Superseded values are not recommended for survey control.
 AG9502
 AG9502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9502.See file dsdata.pdf to determine how the superseded data were derived.
 AG9502
 AG9502_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9502_STAMPING: 060
 AG9502_MARK LOGO: FL-115
 AG9502_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9502+STABILITY: SURFACE MOTION
 AG9502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9502+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9502
 AG9502  HISTORY     - Date     Condition        Report By
 AG9502  HISTORY     - 1992     MONUMENTED       FL-115
 AG9502  HISTORY     - 20030922 MARK NOT FOUND   FL-115
 AG9502
 AG9502                          STATION DESCRIPTION
 AG9502
 AG9502'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9502'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9502'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9502'(CLARK ROAD), 18.7 MI (30.09 KM) TO THE STATION ON THE LEFT.
 AG9502'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---060---
 AG9502'SET IN A 12-INCH POURED IN PALCE CONCRETE MONUMENT THAT IS 6-INCHES
 AG9502'BELOW THE GROUND. IT IS 14.66 FT (4.47 M) NORTHERLY OF THE CENTERLINE
 AG9502'OF STATE ROAD 72 (CLARK ROAD), AND 20.2 FT (6.16 M) SOUTHERLY OF A
 AG9502'SURVEY MARKER WITNESS POST.
 AG9502'REFERENCES--
 AG9502'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9502'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9502'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 7.6 FT
 AG9502'(2.32 M) SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 060, AND 9.5 FT
 AG9502'(2.90 M) WESTERLY OF SARCO REFERENCE NO. 2.
 AG9502'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9502'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9502'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 7.84 FT
 AG9502'(2.39 M) SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 060, AND 9.5 FT
 AG9502'(2.90 M) EASTERLY OF SARCO REFERENCE NO. 1.
 AG9502
 AG9502                          STATION RECOVERY (2003)
 AG9502
 AG9502'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9502'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9503 ***********************************************************************
 AG9503  DESIGNATION -  061
 AG9503  PID         -  AG9503
 AG9503  STATE/COUNTY-  FL/SARASOTA
 AG9503  COUNTRY     -  US
 AG9503  USGS QUAD   -  MURDOCK NW (2018)
 AG9503
 AG9503                         *CURRENT SURVEY CONTROL
 AG9503  ______________________________________________________________________
 AG9503* NAD 83(2011) POSITION- 27 11 36.36819(N) 082 09 19.67306(W)   ADJUSTED
 AG9503* NAD 83(2011) ELLIP HT-   -14.018 (meters)        (06/27/12)   ADJUSTED
 AG9503* NAD 83(2011) EPOCH   -  2010.00
 AG9503* NAVD 88 ORTHO HEIGHT -    10.3   (meters)       34.    (feet) GPS OBS
 AG9503  ______________________________________________________________________
 AG9503  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9503  GEOID HEIGHT    -        -25.130 (meters)                     GEOID93
 AG9503  GEOID HEIGHT    -        -24.343 (meters)                     GEOID18
 AG9503  NAD 83(2011) X  -    774,844.046 (meters)                     COMP
 AG9503  NAD 83(2011) Y  - -5,623,984.835 (meters)                     COMP
 AG9503  NAD 83(2011) Z  -  2,897,290.222 (meters)                     COMP
 AG9503  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 AG9503
 AG9503  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9503  Standards:
 AG9503         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9503            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9503  -------------------------------------------------------------------
 AG9503  NETWORK    3.26   6.88           1.30   1.36   3.51     -0.01594262
 AG9503  -------------------------------------------------------------------
 AG9503  Click here for local accuracies and other accuracy information.
 AG9503
 AG9503.The horizontal coordinates were established by GPS observations
 AG9503.and adjusted by the National Geodetic Survey in June 2012.
 AG9503
 AG9503.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9503.been affixed to the stable North American tectonic plate. See 
 AG9503.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9503
 AG9503.The horizontal coordinates are valid at the epoch date displayed above
 AG9503.which is a decimal equivalence of Year/Month/Day.
 AG9503
 AG9503.The orthometric height was determined by GPS observations and a
 AG9503.high-resolution geoid model.
 AG9503
 AG9503.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9503.GEOID18 height accuracy estimate available here.
 AG9503
 AG9503.Click photographs - Photos may exist for this station.
 AG9503
 AG9503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9503
 AG9503.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9503
 AG9503.The ellipsoidal height was determined by GPS observations
 AG9503.and is referenced to NAD 83.
 AG9503
 AG9503. The following values were computed from the NAD 83(2011) position.
 AG9503
 AG9503;                    North         East     Units Scale Factor Converg.
 AG9503;SPC FL W     -   316,845.982   184,596.750   MT  0.99994410   -0 04 15.8
 AG9503;SPC FL W     - 1,039,518.86    605,631.17   sFT  0.99994410   -0 04 15.8
 AG9503;UTM  17      - 3,008,387.735   385,552.605   MT  0.99976169   -0 31 41.2
 AG9503
 AG9503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9503!SPC FL W     -   1.00000220  x   0.99994410  =   0.99994630
 AG9503!UTM  17      -   1.00000220  x   0.99976169  =   0.99976389
 AG9503
 AG9503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8555208387(NAD 83)
 AG9503
 AG9503                          SUPERSEDED SURVEY CONTROL
 AG9503
 AG9503  NAD 83(2007)-  27 11 36.36834(N)    082 09 19.67356(W) AD(2002.00) 0
 AG9503  ELLIP H (02/10/07)  -14.021  (m)                       GP(2002.00)    
 AG9503  NAD 83(1999)-  27 11 36.36846(N)    082 09 19.67334(W) AD(       ) 1
 AG9503  ELLIP H (06/19/01)  -13.988  (m)                       GP(       ) 4 1
 AG9503  NAD 83(1990)-  27 11 36.36702(N)    082 09 19.67350(W) AD(       ) 1
 AG9503  ELLIP H (05/09/94)  -13.746  (m)                       GP(       ) 4 2
 AG9503
 AG9503.Superseded values are not recommended for survey control.
 AG9503
 AG9503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9503.See file dsdata.pdf to determine how the superseded data were derived.
 AG9503
 AG9503_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9503_STAMPING: 061
 AG9503_MARK LOGO: FL-115
 AG9503_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9503+STABILITY: SURFACE MOTION
 AG9503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9503+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9503
 AG9503  HISTORY     - Date     Condition        Report By
 AG9503  HISTORY     - 1992     MONUMENTED       FL-115
 AG9503  HISTORY     - 20030922 MARK NOT FOUND   FL-115
 AG9503
 AG9503                          STATION DESCRIPTION
 AG9503
 AG9503'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9503'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9503'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9503'(CLARK ROAD), 19.25 MI (30.98 KM) TO THE STATION ON THE LEFT.
 AG9503'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---061---
 AG9503'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9503'5-INCHES BELOW THE GROUND. IT IS 16.9 FT (5.15 M) NORTHERLY OF THE
 AG9503'CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 29.8 FT (9.08 M)
 AG9503'SOUTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9503'REFERENCES--
 AG9503'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9503'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9503'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 10.03 FT
 AG9503'(3.06 M) SOUTHWESTERLY OF SARCO G.P.S. STATION 061, AND 12.30 FT
 AG9503'(3.75 M) WESTERLY OF SARCO REFERENCE NO. 2.
 AG9503'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9503'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9503'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 10.25 FT
 AG9503'(3.12 M) SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 061, AND 12.30 FT
 AG9503'(3.75 M) EASTERLY OF SARCO REFERENCE NO. 1.
 AG9503
 AG9503                          STATION RECOVERY (2003)
 AG9503
 AG9503'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9503'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9504 ***********************************************************************
 AG9504  DESIGNATION -  062
 AG9504  PID         -  AG9504
 AG9504  STATE/COUNTY-  FL/SARASOTA
 AG9504  COUNTRY     -  US
 AG9504  USGS QUAD   -  MURDOCK NW (2018)
 AG9504
 AG9504                         *CURRENT SURVEY CONTROL
 AG9504  ______________________________________________________________________
 AG9504* NAD 83(2011) POSITION- 27 11 35.99187(N) 082 07 55.64342(W)   ADJUSTED
 AG9504* NAD 83(2011) ELLIP HT-   -12.714 (meters)        (06/27/12)   ADJUSTED
 AG9504* NAD 83(2011) EPOCH   -  2010.00
 AG9504* NAVD 88 ORTHO HEIGHT -    11.6   (meters)       38.    (feet) GPS OBS
 AG9504  ______________________________________________________________________
 AG9504  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9504  GEOID HEIGHT    -        -25.150 (meters)                     GEOID93
 AG9504  GEOID HEIGHT    -        -24.353 (meters)                     GEOID18
 AG9504  NAD 83(2011) X  -    777,136.004 (meters)                     COMP
 AG9504  NAD 83(2011) Y  - -5,623,675.099 (meters)                     COMP
 AG9504  NAD 83(2011) Z  -  2,897,280.516 (meters)                     COMP
 AG9504  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 AG9504
 AG9504  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9504  Standards:
 AG9504         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9504            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9504  -------------------------------------------------------------------
 AG9504  NETWORK    3.05   6.64           1.24   1.25   3.39      0.00756676
 AG9504  -------------------------------------------------------------------
 AG9504  Click here for local accuracies and other accuracy information.
 AG9504
 AG9504.The horizontal coordinates were established by GPS observations
 AG9504.and adjusted by the National Geodetic Survey in June 2012.
 AG9504
 AG9504.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9504.been affixed to the stable North American tectonic plate. See 
 AG9504.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9504
 AG9504.The horizontal coordinates are valid at the epoch date displayed above
 AG9504.which is a decimal equivalence of Year/Month/Day.
 AG9504
 AG9504.The orthometric height was determined by GPS observations and a
 AG9504.high-resolution geoid model.
 AG9504
 AG9504.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9504.GEOID18 height accuracy estimate available here.
 AG9504
 AG9504.Click photographs - Photos may exist for this station.
 AG9504
 AG9504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9504
 AG9504.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9504
 AG9504.The ellipsoidal height was determined by GPS observations
 AG9504.and is referenced to NAD 83.
 AG9504
 AG9504. The following values were computed from the NAD 83(2011) position.
 AG9504
 AG9504;                    North         East     Units Scale Factor Converg.
 AG9504;SPC FL W     -   316,831.747   186,909.393   MT  0.99994329   -0 03 37.4
 AG9504;SPC FL W     - 1,039,472.16    613,218.57   sFT  0.99994329   -0 03 37.4
 AG9504;UTM  17      - 3,008,355.059   387,864.633   MT  0.99975522   -0 31 02.7
 AG9504
 AG9504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9504!SPC FL W     -   1.00000200  x   0.99994329  =   0.99994529
 AG9504!UTM  17      -   1.00000200  x   0.99975522  =   0.99975722
 AG9504
 AG9504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8786408355(NAD 83)
 AG9504
 AG9504                          SUPERSEDED SURVEY CONTROL
 AG9504
 AG9504  NAD 83(2007)-  27 11 35.99201(N)    082 07 55.64392(W) AD(2002.00) 0
 AG9504  ELLIP H (02/10/07)  -12.717  (m)                       GP(2002.00)    
 AG9504  NAD 83(1999)-  27 11 35.99216(N)    082 07 55.64350(W) AD(       ) 1
 AG9504  ELLIP H (06/19/01)  -12.684  (m)                       GP(       ) 4 1
 AG9504  NAD 83(1990)-  27 11 35.99067(N)    082 07 55.64363(W) AD(       ) 1
 AG9504  ELLIP H (05/09/94)  -12.433  (m)                       GP(       ) 4 2
 AG9504
 AG9504.Superseded values are not recommended for survey control.
 AG9504
 AG9504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9504.See file dsdata.pdf to determine how the superseded data were derived.
 AG9504
 AG9504_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9504_STAMPING: 062
 AG9504_MARK LOGO: FL-115
 AG9504_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9504+STABILITY: SURFACE MOTION
 AG9504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9504+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9504
 AG9504  HISTORY     - Date     Condition        Report By
 AG9504  HISTORY     - 1992     MONUMENTED       FL-115
 AG9504  HISTORY     - 20030923 MARK NOT FOUND   FL-115
 AG9504
 AG9504                          STATION DESCRIPTION
 AG9504
 AG9504'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9504'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9504'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9504'(CLARK ROAD), 20.7 MI (33.31 KM) TO THE STATION ON THE LEFT.
 AG9504'THE STATION IS A SARASOTA COUNTY GPS STATION DISK STAMPED ---062---
 AG9504'SET IN A 12-INCH ROUND POURED IS PLACE CONCRETE MONUMENT THAT IS
 AG9504'4-INCHES BELOW THE GROUND. IT IS 15.61 FT (4.76 M) NORTHERLY OF THE
 AG9504'CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 35.64 FT (10.86 M)
 AG9504'SOUTHERLY OF A WOODEN POWER POLE NO. 22 383.
 AG9504'REFERENCES--
 AG9504'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9504'AND P.K. NAIL SET IN THE NORTHERLY EDGE OF PAVEMENT OF STATE ROAD 72
 AG9504'(CLARK ROAD). IT IS 9.17 FT (2.80 M) SOUTHWESTERLY OF SARCO G.P.S.
 AG9504'STATION SAR 062, AND 10.21 FT (3.11 M) WESTERLY OF SARCO REFERENCE
 AG9504'NAIL AND DISK NO. 2.
 AG9504'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9504'AND P.K. NAIL SET IN THE NORTHERLY EDGE OF PAVEMENT OF STATE ROAD 72
 AG9504'(CLARK ROAD). IT IS 8.40 FT (2.56 M) SOUTHEASTERLY OF SARCO G.P.S.
 AG9504'STATION SAR 062, AND 10.21 FT (3.11 M) EASTERLY OF SARCO REFERENCE
 AG9504'NAIL AND DISK NO. 1.
 AG9504
 AG9504                          STATION RECOVERY (2003)
 AG9504
 AG9504'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9504'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9505 ***********************************************************************
 AG9505  DESIGNATION -  068
 AG9505  PID         -  AG9505
 AG9505  STATE/COUNTY-  FL/SARASOTA
 AG9505  COUNTRY     -  US
 AG9505  USGS QUAD   -  MYAKKA RIVER (2018)
 AG9505
 AG9505                         *CURRENT SURVEY CONTROL
 AG9505  ______________________________________________________________________
 AG9505* NAD 83(2011) POSITION- 27 02 57.64687(N) 082 19 45.94848(W)   ADJUSTED
 AG9505* NAD 83(2011) ELLIP HT-   -21.526 (meters)        (06/27/12)   ADJUSTED
 AG9505* NAD 83(2011) EPOCH   -  2010.00
 AG9505* NAVD 88 ORTHO HEIGHT -     2.388 (meters)        7.83  (feet) ADJUSTED
 AG9505  ______________________________________________________________________
 AG9505  GEOID HEIGHT    -        -23.913 (meters)                     GEOID18
 AG9505  NAD 83(2011) X  -    758,735.186 (meters)                     COMP
 AG9505  NAD 83(2011) Y  - -5,633,518.247 (meters)                     COMP
 AG9505  NAD 83(2011) Z  -  2,883,076.535 (meters)                     COMP
 AG9505  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 AG9505  DYNAMIC HEIGHT  -          2.384 (meters)        7.82  (feet) COMP
 AG9505  MODELED GRAVITY -    979,130.2   (mgal)                       NAVD 88
 AG9505
 AG9505  VERT ORDER      -  FIRST     CLASS II
 AG9505
 AG9505  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9505  Standards:
 AG9505         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9505            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9505  -------------------------------------------------------------------
 AG9505  NETWORK    2.65   5.86           1.05   1.11   2.99      0.14262844
 AG9505  -------------------------------------------------------------------
 AG9505  Click here for local accuracies and other accuracy information.
 AG9505
 AG9505.The horizontal coordinates were established by GPS observations
 AG9505.and adjusted by the National Geodetic Survey in June 2012.
 AG9505
 AG9505.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9505.been affixed to the stable North American tectonic plate. See 
 AG9505.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9505
 AG9505.The horizontal coordinates are valid at the epoch date displayed above
 AG9505.which is a decimal equivalence of Year/Month/Day.
 AG9505
 AG9505.The orthometric height was determined by differential leveling and
 AG9505.adjusted by the NATIONAL GEODETIC SURVEY
 AG9505.in May 2008.
 AG9505
 AG9505.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9505.GEOID18 height accuracy estimate available here.
 AG9505
 AG9505.Click photographs - Photos may exist for this station.
 AG9505
 AG9505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9505
 AG9505.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9505
 AG9505.The ellipsoidal height was determined by GPS observations
 AG9505.and is referenced to NAD 83.
 AG9505
 AG9505.The dynamic height is computed by dividing the NAVD 88
 AG9505.geopotential number by the normal gravity value computed on the
 AG9505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9505.degrees latitude (g = 980.6199 gals.).
 AG9505
 AG9505.The modeled gravity was interpolated from observed gravity values.
 AG9505
 AG9505. The following values were computed from the NAD 83(2011) position.
 AG9505
 AG9505;                    North         East     Units Scale Factor Converg.
 AG9505;SPC FL W     -   300,914.225   167,318.549   MT  0.99995436   -0 08 59.3
 AG9505;SPC FL W     -   987,249.42    548,944.27   sFT  0.99995436   -0 08 59.3
 AG9505;UTM  17      - 2,992,596.522   368,150.974   MT  0.99981460   -0 36 16.8
 AG9505
 AG9505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9505!SPC FL W     -   1.00000338  x   0.99995436  =   0.99995774
 AG9505!UTM  17      -   1.00000338  x   0.99981460  =   0.99981798
 AG9505
 AG9505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6815092596(NAD 83)
 AG9505
 AG9505                          SUPERSEDED SURVEY CONTROL
 AG9505
 AG9505  NAD 83(2007)-  27 02 57.64696(N)    082 19 45.94891(W) AD(2002.00) 0
 AG9505  ELLIP H (02/10/07)  -21.519  (m)                       GP(2002.00)    
 AG9505  NAD 83(1999)-  27 02 57.64678(N)    082 19 45.95003(W) AD(       ) 1
 AG9505  ELLIP H (06/19/01)  -21.465  (m)                       GP(       ) 4 1
 AG9505  NAD 83(1990)-  27 02 57.64535(N)    082 19 45.94945(W) AD(       ) 1
 AG9505  ELLIP H (05/09/94)  -21.416  (m)                       GP(       ) 4 2
 AG9505  NAVD 88 (05/09/94)    2.4    (m)  GEOID93  model used  GPS OBS        
 AG9505
 AG9505.Superseded values are not recommended for survey control.
 AG9505
 AG9505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9505.See file dsdata.pdf to determine how the superseded data were derived.
 AG9505
 AG9505_MARKER: DD = SURVEY DISK
 AG9505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9505_STAMPING: 068
 AG9505_MARK LOGO: FL-115
 AG9505_PROJECTION: RECESSED 20 CENTIMETERS
 AG9505_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9505+STABILITY: SURFACE MOTION
 AG9505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9505+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2011
 AG9505
 AG9505  HISTORY     - Date     Condition        Report By
 AG9505  HISTORY     - UNK      MONUMENTED       FL-115
 AG9505  HISTORY     - 19920828 GOOD             FL-115
 AG9505  HISTORY     - 20020129 MARK NOT FOUND   USPSQD
 AG9505  HISTORY     - 20051003 GOOD             FLDEP
 AG9505  HISTORY     - 20070818 GOOD             FLDEP
 AG9505  HISTORY     - 20110331 GOOD             DEGROV
 AG9505
 AG9505                          STATION DESCRIPTION
 AG9505
 AG9505'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9505'TO REACH THE STATION FROM THE INTERSECTION OF JACARANDA BOULEVARD AND
 AG9505'U.S. HIGHWAY 41 (TAMIAMI TRAIL) IN SARASOTA COUNTY, GO EAST ON U.S.
 AG9505'HIGHWAY 41, 4.15 MI (6.68 KM) TO THE STATION ON THE RIGHT.
 AG9505'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---068---
 AG9505'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9505'8-INCHES BELOW THE GROUND. IT IS 30.6 FT (9.33 M) SOUTHERLY OF THE
 AG9505'CENTERLINE OF U.S. HIGHWAY 41 (TAMIAMI TRAIL), AND 23 FT (7.01 M)
 AG9505'NORTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9505'REFERENCES--
 AG9505'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9505'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9505'PAVEMENT ROAD BED FOR THE SOUTH BOUND LANE OF U.S. HIGHWAY 41
 AG9505'(TAMIAMI TRAIL). IT IS 20.74 FT (6.32 M) NORTHWESTERLY OF SARCO G
 AG9505'.P.S. STATION SAR 068, AND 20.77 FT (6.33 M) WESTERLY OF SARCO
 AG9505'REFERENCE NO. 2.
 AG9505'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9505'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9505'PAVEMENT ROAD BED FOR THE SOUTH BOUND LANE OF U.S. HIGHWAY 41
 AG9505'(TAMIAMI TRAIL). IT IS 22.12 FT (6.74 M) NORTHEASTERLY OF SARCO G
 AG9505'.P.S. STATION 068, AND 20.77 FT (6.33 M) EASTERLY OF SARCO REFERENCE
 AG9505'NO. 1.
 AG9505
 AG9505                          STATION RECOVERY (2002)
 AG9505
 AG9505'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG9505'APPEARS NEW HIGHER AND WIDER HIGHWAY.
 AG9505'
 AG9505'ALSO O68 RM1 AND RM2 NOT FOUND
 AG9505
 AG9505                          STATION RECOVERY (2005)
 AG9505
 AG9505'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG9505'THE MARK IS ABOUT 3.1 MI EAST OF VENICE EAST IN SECTION 32, TOWNSHIP
 AG9505'39 SOUTH, RANGE 20 EAST.
 AG9505'
 AG9505'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 AG9505'776 IN SOUTH VENICE, GO EAST ON U.S. HIGHWAY 41 FOR 4.65 MI TO A
 AG9505'CULVERT CROSSING AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 AG9505'CONCRETE MONUMENT RECESSED 8 INCHES BELOW THE LEVEL OF THE GROUND AND
 AG9505'ABOUT 1.0 FT BELOW THE LEVEL OF U.S. HIGHWAY 41.
 AG9505'
 AG9505'LOCATED 101.4 FT WEST-NORTHWEST OF POWER POLE NUMBER 53, 30.2 FT SOUTH
 AG9505'OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 41 SOUTHBOUND AND 24.0
 AG9505'FT NORTH OF A METAL WITNESS POST.
 AG9505
 AG9505                          STATION RECOVERY (2007)
 AG9505
 AG9505'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG9505'RECOVERED AS DESCRIBED.
 AG9505'
 AG9505'NOTE THE MARK WAS NOT LEVELED TO.
 AG9505
 AG9505                          STATION RECOVERY (2011)
 AG9505
 AG9505'RECOVERY NOTE BY DEGROVE SURVEYORS INCORPORATED 2011 (RLT)
 AG9505'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9506 ***********************************************************************
 AG9506  DESIGNATION -  069
 AG9506  PID         -  AG9506
 AG9506  STATE/COUNTY-  FL/SARASOTA
 AG9506  COUNTRY     -  US
 AG9506  USGS QUAD   -  MURDOCK NE (2018)
 AG9506
 AG9506                         *CURRENT SURVEY CONTROL
 AG9506  ______________________________________________________________________
 AG9506* NAD 83(2011) POSITION- 27 11 35.86937(N) 082 07 22.79820(W)   ADJUSTED
 AG9506* NAD 83(2011) ELLIP HT-   -12.324 (meters)        (06/27/12)   ADJUSTED
 AG9506* NAD 83(2011) EPOCH   -  2010.00
 AG9506* NAVD 88 ORTHO HEIGHT -    12.0   (meters)       39.    (feet) GPS OBS
 AG9506  ______________________________________________________________________
 AG9506  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9506  GEOID HEIGHT    -        -25.160 (meters)                     GEOID93
 AG9506  GEOID HEIGHT    -        -24.356 (meters)                     GEOID18
 AG9506  NAD 83(2011) X  -    778,031.781 (meters)                     COMP
 AG9506  NAD 83(2011) Y  - -5,623,553.329 (meters)                     COMP
 AG9506  NAD 83(2011) Z  -  2,897,277.340 (meters)                     COMP
 AG9506  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 AG9506
 AG9506  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9506  Standards:
 AG9506         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9506            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9506  -------------------------------------------------------------------
 AG9506  NETWORK    2.96   6.57           1.20   1.22   3.35      0.02110323
 AG9506  -------------------------------------------------------------------
 AG9506  Click here for local accuracies and other accuracy information.
 AG9506
 AG9506.The horizontal coordinates were established by GPS observations
 AG9506.and adjusted by the National Geodetic Survey in June 2012.
 AG9506
 AG9506.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9506.been affixed to the stable North American tectonic plate. See 
 AG9506.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9506
 AG9506.The horizontal coordinates are valid at the epoch date displayed above
 AG9506.which is a decimal equivalence of Year/Month/Day.
 AG9506
 AG9506.The orthometric height was determined by GPS observations and a
 AG9506.high-resolution geoid model.
 AG9506
 AG9506.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9506.GEOID18 height accuracy estimate available here.
 AG9506
 AG9506.Click photographs - Photos may exist for this station.
 AG9506
 AG9506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9506
 AG9506.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9506
 AG9506.The ellipsoidal height was determined by GPS observations
 AG9506.and is referenced to NAD 83.
 AG9506
 AG9506. The following values were computed from the NAD 83(2011) position.
 AG9506
 AG9506;                    North         East     Units Scale Factor Converg.
 AG9506;SPC FL W     -   316,827.057   187,813.353   MT  0.99994301   -0 03 22.4
 AG9506;SPC FL W     - 1,039,456.77    616,184.31   sFT  0.99994301   -0 03 22.4
 AG9506;UTM  17      - 3,008,343.161   388,768.355   MT  0.99975273   -0 30 47.7
 AG9506
 AG9506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9506!SPC FL W     -   1.00000194  x   0.99994301  =   0.99994495
 AG9506!UTM  17      -   1.00000194  x   0.99975273  =   0.99975467
 AG9506
 AG9506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8876808343(NAD 83)
 AG9506
 AG9506                          SUPERSEDED SURVEY CONTROL
 AG9506
 AG9506  NAD 83(2007)-  27 11 35.86950(N)    082 07 22.79870(W) AD(2002.00) 0
 AG9506  ELLIP H (02/10/07)  -12.327  (m)                       GP(2002.00)    
 AG9506  NAD 83(1999)-  27 11 35.86968(N)    082 07 22.79823(W) AD(       ) 1
 AG9506  ELLIP H (06/19/01)  -12.293  (m)                       GP(       ) 4 1
 AG9506  NAD 83(1990)-  27 11 35.86818(N)    082 07 22.79835(W) AD(       ) 1
 AG9506  ELLIP H (05/09/94)  -12.039  (m)                       GP(       ) 4 2
 AG9506
 AG9506.Superseded values are not recommended for survey control.
 AG9506
 AG9506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9506.See file dsdata.pdf to determine how the superseded data were derived.
 AG9506
 AG9506_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9506_STAMPING: 069
 AG9506_MARK LOGO: FL-115
 AG9506_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9506+STABILITY: SURFACE MOTION
 AG9506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9506+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9506
 AG9506  HISTORY     - Date     Condition        Report By
 AG9506  HISTORY     - 1992     MONUMENTED       FL-115
 AG9506  HISTORY     - 20030923 MARK NOT FOUND   FL-115
 AG9506
 AG9506                          STATION DESCRIPTION
 AG9506
 AG9506'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9506'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9506'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9506'(CLARK ROAD), 21.3 MI (34.28 KM) TO THE STATION ON THE LEFT.
 AG9506'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---069---
 AG9506'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9506'6-INCHES BELOW THE GROUND. IT IS 16.48 FT (5.02 M) NORTHERLY OF THE
 AG9506'CENTERLINE OF STATE ROAD 72 (CLARK ROAD), AND 214 FT (65.23 M) WEST
 AG9506'OF THE CENTERLINE OF SIDELL ROAD.
 AG9506'REFERENCES--
 AG9506'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9506'AND P.K. NAIL SET IN THE NORTHERLY EDGE OF PAVEMENT OF STATE ROAD 72
 AG9506'(CLARK ROAD). IT IS 11.03 FT (3.36 M) SOUTHWESTERLY OF SARCO G.P.S.
 AG9506'STATION SAR 069, AND 13.29 FT (4.05 M) WESTERLY OF SARCO REFERENCE
 AG9506'NAIL AND DISK NO. 2.
 AG9506'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9506'AND P.K. NAIL SET IN THE NORTHERLY EDGE OF PAVEMENT OF STATE ROAD 72
 AG9506'(CLARK ROAD). IT IS 9.79 FT (2.98 M) SOUTHEASTERLY OF SARCO G.P.S.
 AG9506'STATION SAR 069, AND 13.29 FT (4.05 M) EASTERLY OF SARCO REFERENCE
 AG9506'NAIL AND DISK NO. 1.
 AG9506
 AG9506                          STATION RECOVERY (2003)
 AG9506
 AG9506'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9506'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9507 ***********************************************************************
 AG9507  DESIGNATION -  070
 AG9507  PID         -  AG9507
 AG9507  STATE/COUNTY-  FL/DE SOTO
 AG9507  COUNTRY     -  US
 AG9507  USGS QUAD   -  MURDOCK NE (2018)
 AG9507
 AG9507                         *CURRENT SURVEY CONTROL
 AG9507  ______________________________________________________________________
 AG9507* NAD 83(2011) POSITION- 27 12 10.55535(N) 082 02 50.24055(W)   ADJUSTED
 AG9507* NAD 83(2011) ELLIP HT-   -11.518 (meters)        (06/27/12)   ADJUSTED
 AG9507* NAD 83(2011) EPOCH   -  2010.00
 AG9507* NAVD 88 ORTHO HEIGHT -    12.9   (meters)       42.    (feet) GPS OBS
 AG9507  ______________________________________________________________________
 AG9507  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9507  GEOID HEIGHT    -        -25.230 (meters)                     GEOID93
 AG9507  GEOID HEIGHT    -        -24.397 (meters)                     GEOID18
 AG9507  NAD 83(2011) X  -    785,394.630 (meters)                     COMP
 AG9507  NAD 83(2011) Y  - -5,622,037.759 (meters)                     COMP
 AG9507  NAD 83(2011) Z  -  2,898,227.283 (meters)                     COMP
 AG9507  LAPLACE CORR    -         -0.34  (seconds)                    DEFLEC18
 AG9507
 AG9507  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9507  Standards:
 AG9507         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9507            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9507  -------------------------------------------------------------------
 AG9507  NETWORK    4.08   8.17           1.70   1.63   4.17     -0.00838100
 AG9507  -------------------------------------------------------------------
 AG9507  Click here for local accuracies and other accuracy information.
 AG9507
 AG9507.The horizontal coordinates were established by GPS observations
 AG9507.and adjusted by the National Geodetic Survey in June 2012.
 AG9507
 AG9507.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9507.been affixed to the stable North American tectonic plate. See 
 AG9507.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9507
 AG9507.The horizontal coordinates are valid at the epoch date displayed above
 AG9507.which is a decimal equivalence of Year/Month/Day.
 AG9507
 AG9507.The orthometric height was determined by GPS observations and a
 AG9507.high-resolution geoid model.
 AG9507
 AG9507.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9507.GEOID18 height accuracy estimate available here.
 AG9507
 AG9507.Click photographs - Photos may exist for this station.
 AG9507
 AG9507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9507
 AG9507.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9507
 AG9507.The ellipsoidal height was determined by GPS observations
 AG9507.and is referenced to NAD 83.
 AG9507
 AG9507. The following values were computed from the NAD 83(2011) position.
 AG9507
 AG9507;                    North         East     Units Scale Factor Converg.
 AG9507;SPC FL W     -   317,889.522   195,315.061   MT  0.99994145   -0 01 17.8
 AG9507;SPC FL W     - 1,042,942.54    640,796.16   sFT  0.99994145   -0 01 17.8
 AG9507;UTM  17      - 3,009,345.542   396,276.803   MT  0.99973281   -0 28 43.7
 AG9507
 AG9507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9507!SPC FL W     -   1.00000181  x   0.99994145  =   0.99994326
 AG9507!UTM  17      -   1.00000181  x   0.99973281  =   0.99973462
 AG9507
 AG9507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9627609345(NAD 83)
 AG9507
 AG9507                          SUPERSEDED SURVEY CONTROL
 AG9507
 AG9507  NAD 83(2007)-  27 12 10.55548(N)    082 02 50.24107(W) AD(2002.00) 0
 AG9507  ELLIP H (02/10/07)  -11.520  (m)                       GP(2002.00)    
 AG9507  NAD 83(1999)-  27 12 10.55567(N)    082 02 50.24070(W) AD(       ) 1
 AG9507  ELLIP H (06/19/01)  -11.489  (m)                       GP(       ) 4 1
 AG9507  NAD 83(1990)-  27 12 10.55423(N)    082 02 50.24036(W) AD(       ) 1
 AG9507  ELLIP H (05/09/94)  -11.257  (m)                       GP(       ) 4 2
 AG9507
 AG9507.Superseded values are not recommended for survey control.
 AG9507
 AG9507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9507.See file dsdata.pdf to determine how the superseded data were derived.
 AG9507
 AG9507_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9507_STAMPING: 070
 AG9507_MARK LOGO: FL-115
 AG9507_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9507+STABILITY: SURFACE MOTION
 AG9507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9507+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9507
 AG9507  HISTORY     - Date     Condition        Report By
 AG9507  HISTORY     - 1992     MONUMENTED       FL-115
 AG9507  HISTORY     - 20010715 MARK NOT FOUND   USPSQD
 AG9507  HISTORY     - 20030923 MARK NOT FOUND   FL-115
 AG9507
 AG9507                          STATION DESCRIPTION
 AG9507
 AG9507'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9507'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9507'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9507'(CLARK ROAD), 26 MI (41.84 KM) TO THE STATION ON THE RIGHT, THE
 AG9507'STATION BEING IN DESOTO COUNTY.
 AG9507'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---070---
 AG9507'SET IN A 12-INCH POURED IN PLACE CONCRETE MONUMENT THAT IS 4-INCHES
 AG9507'BELOW THE GROUND. IT IS 17.12 FT (5.22 M) SOUTHERLY OF THE CENTERLINE
 AG9507'OF STATE ROAD 72, AND 43.82 FT (13.36 M) NORTHERLY OF A BARBED WIRE
 AG9507'FENCE, AND 131.58 FT (40.11 M) SOUTHWESTERLY OF A WOODEN POWER POLE
 AG9507'NO. 22 298.
 AG9507'REFERENCES--
 AG9507'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9507'AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF PAVEMENT OF STATE ROAD 72.
 AG9507'IT IS 10.44 FT (3.18 M) NORTHWESTERLY OF SARCO G.P.S. STATION SAR
 AG9507'070, AND 13.32 FT (4.06 M) WESTERLY OF SARCO REFERENCE NO. 2.
 AG9507'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9507'AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF PAVEMENT OF STATE ROAD 72.
 AG9507'IT IS 11.18 FT (3.41 M) NORTHEASTERLY OF SARCO G.P.S. STATION SAR
 AG9507'070, AND 13.32 FT (4.06 M) EASTERLY OF SARCO REFERENCE NO. 1.
 AG9507
 AG9507                          STATION RECOVERY (2001)
 AG9507
 AG9507'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG9507'SEARCHED FOR 070 STATION, 070 RM1, AND 070 RM2. NOT FOUND. TOOK
 AG9507'MEASUREMENTS FROM POLE 22 298 COULD NOT LOCATE MARKS...MUCH TRASH
 AG9507
 AG9507                          STATION RECOVERY (2003)
 AG9507
 AG9507'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9507'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9508 ***********************************************************************
 AG9508  DESIGNATION -  072
 AG9508  PID         -  AG9508
 AG9508  STATE/COUNTY-  FL/SARASOTA
 AG9508  COUNTRY     -  US
 AG9508  USGS QUAD   -  BEE RIDGE (2018)
 AG9508
 AG9508                         *CURRENT SURVEY CONTROL
 AG9508  ______________________________________________________________________
 AG9508* NAD 83(2011) POSITION- 27 20 13.71683(N) 082 29 49.99400(W)   ADJUSTED
 AG9508* NAD 83(2011) ELLIP HT-   -18.784 (meters)        (06/27/12)   ADJUSTED
 AG9508* NAD 83(2011) EPOCH   -  2010.00
 AG9508* NAVD 88 ORTHO HEIGHT -     5.608 (meters)       18.40  (feet) ADJUSTED
 AG9508  ______________________________________________________________________
 AG9508  GEOID HEIGHT    -        -24.390 (meters)                     GEOID18
 AG9508  NAD 83(2011) X  -    740,331.635 (meters)                     COMP
 AG9508  NAD 83(2011) Y  - -5,621,269.861 (meters)                     COMP
 AG9508  NAD 83(2011) Z  -  2,911,442.716 (meters)                     COMP
 AG9508  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 AG9508  DYNAMIC HEIGHT  -          5.600 (meters)       18.37  (feet) COMP
 AG9508  MODELED GRAVITY -    979,129.2   (mgal)                       NAVD 88
 AG9508
 AG9508  VERT ORDER      -  SECOND    CLASS I
 AG9508
 AG9508  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9508  Standards:
 AG9508         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9508            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9508  -------------------------------------------------------------------
 AG9508  NETWORK    3.47   8.53           1.48   1.35   4.35     -0.01294299
 AG9508  -------------------------------------------------------------------
 AG9508  Click here for local accuracies and other accuracy information.
 AG9508
 AG9508.The horizontal coordinates were established by GPS observations
 AG9508.and adjusted by the National Geodetic Survey in June 2012.
 AG9508
 AG9508.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9508.been affixed to the stable North American tectonic plate. See 
 AG9508.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9508
 AG9508.The horizontal coordinates are valid at the epoch date displayed above
 AG9508.which is a decimal equivalence of Year/Month/Day.
 AG9508
 AG9508.The orthometric height was determined by differential leveling and
 AG9508.adjusted by the NATIONAL GEODETIC SURVEY
 AG9508.in July 2009.
 AG9508
 AG9508.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9508.GEOID18 height accuracy estimate available here.
 AG9508
 AG9508.Click photographs - Photos may exist for this station.
 AG9508
 AG9508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9508
 AG9508.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9508
 AG9508.The ellipsoidal height was determined by GPS observations
 AG9508.and is referenced to NAD 83.
 AG9508
 AG9508.The dynamic height is computed by dividing the NAVD 88
 AG9508.geopotential number by the normal gravity value computed on the
 AG9508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9508.degrees latitude (g = 980.6199 gals.).
 AG9508
 AG9508.The modeled gravity was interpolated from observed gravity values.
 AG9508
 AG9508. The following values were computed from the NAD 83(2011) position.
 AG9508
 AG9508;                    North         East     Units Scale Factor Converg.
 AG9508;SPC FL W     -   332,857.485   150,798.993   MT  0.99997105   -0 13 42.0
 AG9508;SPC FL W     - 1,092,049.93    494,746.36   sFT  0.99997105   -0 13 42.0
 AG9508;UTM  17      - 3,024,666.706   351,888.731   MT  0.99987080   -0 41 15.7
 AG9508
 AG9508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9508!SPC FL W     -   1.00000295  x   0.99997105  =   0.99997400
 AG9508!UTM  17      -   1.00000295  x   0.99987080  =   0.99987375
 AG9508
 AG9508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5188824666(NAD 83)
 AG9508
 AG9508                          SUPERSEDED SURVEY CONTROL
 AG9508
 AG9508  NAD 83(2007)-  27 20 13.71714(N)    082 29 49.99422(W) AD(2002.00) 0
 AG9508  ELLIP H (02/10/07)  -18.770  (m)                       GP(2002.00)    
 AG9508  NAD 83(1999)-  27 20 13.71687(N)    082 29 49.99536(W) AD(       ) 1
 AG9508  ELLIP H (06/19/01)  -18.737  (m)                       GP(       ) 4 1
 AG9508  NAD 83(1990)-  27 20 13.71559(N)    082 29 49.99488(W) AD(       ) 1
 AG9508  ELLIP H (05/09/94)  -18.637  (m)                       GP(       ) 4 2
 AG9508  NAVD 88 (05/09/94)    5.6    (m)  GEOID93  model used  GPS OBS        
 AG9508
 AG9508.Superseded values are not recommended for survey control.
 AG9508
 AG9508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9508.See file dsdata.pdf to determine how the superseded data were derived.
 AG9508
 AG9508_MARKER: DD = SURVEY DISK
 AG9508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9508_STAMPING: 072
 AG9508_MARK LOGO: FL-115
 AG9508_PROJECTION: RECESSED 20 CENTIMETERS
 AG9508_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9508+STABILITY: SURFACE MOTION
 AG9508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9508+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2024
 AG9508
 AG9508  HISTORY     - Date     Condition        Report By
 AG9508  HISTORY     - 1992     MONUMENTED       FL-115
 AG9508  HISTORY     - 20071024 GOOD             FLDEP
 AG9508  HISTORY     - 20110115 GOOD             JCLS
 AG9508  HISTORY     - 20120423 GOOD             MCKIM
 AG9508  HISTORY     - 20240105 GOOD             DEI
 AG9508
 AG9508                          STATION DESCRIPTION
 AG9508
 AG9508'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9508'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9508'ROAD 780 (FRUITVILLE ROAD) IN SARASOTA COUNTY, GO WEST ON STATE ROAD
 AG9508'780 (FRUITVILLE ROAD), 3 MI (4.83 KM) TO THE STATION ON THE LEFT.
 AG9508'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---072---
 AG9508'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9508'6-INCHES BELOW THE GROUND. IT IS 120 FT (36.58 M) SOUTHERLY OF THE
 AG9508'CENTERLINE OF STATE ROAD 780 (FRUITVILLE ROAD), AND 60 FT (18.29 M)
 AG9508'EASTERLY OF THE CENTERLINE OF BENEVA ROAD.
 AG9508'REFERENCES--
 AG9508'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9508'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF A CONCRETE
 AG9508'SIDEWALK THAT RUNS PARALLEL AND EASTERLY TO BENEVA ROAD. IS IT IS
 AG9508'7.28 FT (2.22 M) SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 072, AND
 AG9508'14.9 FT (4.54 M)SOUTHERLY OF SARCO REFERENCE NO. 2.
 AG9508'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9508'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF A CONCRETE
 AG9508'SIDEWALK THAT RUNS PARALLEL AND EASTERLY TO BENEVA ROAD. IT IS 8.20
 AG9508'FT (2.50 M)NORTHWESTERLY OF SARCO G.P.S. STATION SAR 072, AND 14.9 FT
 AG9508'(4.54 M) NORTHERLY OF SARCO REFERENCE NO. 1.
 AG9508
 AG9508                          STATION RECOVERY (2007)
 AG9508
 AG9508'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG9508'THE MARK IS IN SARASOTA, AT THE INTERSECTION OF FRUITVILLE HIGHWAY
 AG9508'(STATE HIGHWAY 780) AND BENEVA ROAD, IN SECTION 22, TOWNSHIP 36 SOUTH,
 AG9508'RANGE 18 EAST.
 AG9508'
 AG9508'TO REACH THE MARK FROM THE INTERSECTION OF NORTH WASHINGTON BOULEVARD
 AG9508'(U.S. HIGHWAY 301) AND FRUITVILLE HIGHWAY (STATE HIGHWAY 780) IN
 AG9508'SARASOTA, GO EAST ON FRUITVILLE HIGHWAY FOR 2.05 MI (3.3 KM) TO THE
 AG9508'INTERSECTION OF BENEVA ROAD AND THE MARK ON THE RIGHT, SET IN THE TOP
 AG9508'OF A ROUND CONCRETE MONUMENT RECESSED 0.8 FT (0.1 M) BELOW THE LEVEL
 AG9508'OF THE GROUND AND ABOUT LEVEL WITH BENEVA ROAD.
 AG9508'
 AG9508'LOCATED 58.0 FT (17.7 M) SOUTH OF THE SOUTH CURB GUTTER OF FRUITVILLE
 AG9508'ROAD, 36.0 FT (11.0 M) NORTH OF AN ALUMINUM LIGHT POLE NUMBER 30BA07,
 AG9508'34.4 FT (10.5 M) NORTH-NORTHEAST OF A FL-115 METAL WITNESS POST, 16.5
 AG9508'FT (5.0 M) EAST OF THE EAST CURB GUTTER OF BENEVA ROAD NORTHBOUND
 AG9508'LANES AND 1.8 FT (0.5 M) EAST OF THE EAST SIDE OF THE SIDEWALK.
 AG9508'
 AG9508'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AG9508'MONUMENT.
 AG9508
 AG9508                          STATION RECOVERY (2011)
 AG9508
 AG9508'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 AG9508'RECOVERED IN GOOD CONDITION.
 AG9508
 AG9508                          STATION RECOVERY (2012)
 AG9508
 AG9508'RECOVERY NOTE BY MCKIM AND CREED 2012 (CJB)
 AG9508'RECOVERED IN GOOD CONDITION.
 AG9508
 AG9508                          STATION RECOVERY (2024)
 AG9508
 AG9508'RECOVERY NOTE BY DEWBERRY ENGINEERING INC. 2024 (AF)
 AG9508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9509 ***********************************************************************
 AG9509  DESIGNATION -  073
 AG9509  PID         -  AG9509
 AG9509  STATE/COUNTY-  FL/SARASOTA
 AG9509  COUNTRY     -  US
 AG9509  USGS QUAD   -  BEE RIDGE (2018)
 AG9509
 AG9509                         *CURRENT SURVEY CONTROL
 AG9509  ______________________________________________________________________
 AG9509* NAD 83(2011) POSITION- 27 20 35.81287(N) 082 29 50.98276(W)   ADJUSTED
 AG9509* NAD 83(2011) ELLIP HT-   -16.033 (meters)        (06/27/12)   ADJUSTED
 AG9509* NAD 83(2011) EPOCH   -  2010.00
 AG9509* NAVD 88 ORTHO HEIGHT -     8.4   (meters)       28.    (feet) GPS OBS
 AG9509  ______________________________________________________________________
 AG9509  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9509  GEOID HEIGHT    -        -25.110 (meters)                     GEOID93
 AG9509  GEOID HEIGHT    -        -24.399 (meters)                     GEOID18
 AG9509  NAD 83(2011) X  -    740,264.223 (meters)                     COMP
 AG9509  NAD 83(2011) Y  - -5,620,966.146 (meters)                     COMP
 AG9509  NAD 83(2011) Z  -  2,912,048.127 (meters)                     COMP
 AG9509  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 AG9509
 AG9509  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9509  Standards:
 AG9509         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9509            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9509  -------------------------------------------------------------------
 AG9509  NETWORK    3.48   8.53           1.49   1.35   4.35     -0.01226535
 AG9509  -------------------------------------------------------------------
 AG9509  Click here for local accuracies and other accuracy information.
 AG9509
 AG9509.The horizontal coordinates were established by GPS observations
 AG9509.and adjusted by the National Geodetic Survey in June 2012.
 AG9509
 AG9509.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9509.been affixed to the stable North American tectonic plate. See 
 AG9509.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9509
 AG9509.The horizontal coordinates are valid at the epoch date displayed above
 AG9509.which is a decimal equivalence of Year/Month/Day.
 AG9509
 AG9509.The orthometric height was determined by GPS observations and a
 AG9509.high-resolution geoid model.
 AG9509
 AG9509.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9509.GEOID18 height accuracy estimate available here.
 AG9509
 AG9509.Click photographs - Photos may exist for this station.
 AG9509
 AG9509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9509
 AG9509.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9509
 AG9509.The ellipsoidal height was determined by GPS observations
 AG9509.and is referenced to NAD 83.
 AG9509
 AG9509. The following values were computed from the NAD 83(2011) position.
 AG9509
 AG9509;                    North         East     Units Scale Factor Converg.
 AG9509;SPC FL W     -   333,537.689   150,774.527   MT  0.99997108   -0 13 42.7
 AG9509;SPC FL W     - 1,094,281.57    494,666.09   sFT  0.99997108   -0 13 42.7
 AG9509;UTM  17      - 3,025,347.017   351,869.721   MT  0.99987086   -0 41 16.6
 AG9509
 AG9509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9509!SPC FL W     -   1.00000252  x   0.99997108  =   0.99997360
 AG9509!UTM  17      -   1.00000252  x   0.99987086  =   0.99987338
 AG9509
 AG9509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5186925347(NAD 83)
 AG9509
 AG9509                          SUPERSEDED SURVEY CONTROL
 AG9509
 AG9509  NAD 83(2007)-  27 20 35.81319(N)    082 29 50.98298(W) AD(2002.00) 0
 AG9509  ELLIP H (02/10/07)  -16.019  (m)                       GP(2002.00)    
 AG9509  NAD 83(1999)-  27 20 35.81291(N)    082 29 50.98412(W) AD(       ) 1
 AG9509  ELLIP H (06/19/01)  -15.986  (m)                       GP(       ) 4 1
 AG9509  NAD 83(1990)-  27 20 35.81163(N)    082 29 50.98364(W) AD(       ) 1
 AG9509  ELLIP H (05/09/94)  -15.886  (m)                       GP(       ) 4 2
 AG9509
 AG9509.Superseded values are not recommended for survey control.
 AG9509
 AG9509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9509.See file dsdata.pdf to determine how the superseded data were derived.
 AG9509
 AG9509_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9509_STAMPING: 073
 AG9509_MARK LOGO: FL-115
 AG9509_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9509+STABILITY: SURFACE MOTION
 AG9509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9509+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 AG9509
 AG9509  HISTORY     - Date     Condition        Report By
 AG9509  HISTORY     - 1992     MONUMENTED       FL-115
 AG9509  HISTORY     - 20090617 GOOD             INDIV
 AG9509
 AG9509                          STATION DESCRIPTION
 AG9509
 AG9509'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9509'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 780
 AG9509'(FRUITVILLE ROAD) AND BENEVA ROAD IN SARASOTA COUNTY, GO NORTH ON
 AG9509'BENEVA ROAD, 0.4 MI (0.64 KM) TO THE STATION ON THE LEFT.
 AG9509'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---073---
 AG9509'SET IN A 12-INCH POURED IN PLACE CONCRETE MONUMENT THAT IS 6-INCHES
 AG9509'BELOW THE GROUND. IT IS 36 FT (10.97 M) WESTERLY OF THE CENTERLINE OF
 AG9509'BENEVA ROAD, 76.3 FT (23.26 M) NORTHERLY OF CENTERLINE OF THE
 AG9509'SOUTHERLY ENTRANCE TO SARASOTA COMMONS SHOPPING CENTER, AND 41.1 FT
 AG9509'(12.53 M) EASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9509'REFERENCES--
 AG9509'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9509'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF A CONCRETE
 AG9509'SIDEWALK THAT RUNS PARALLEL AND WESTERLY TO BENEVA ROAD. IT IS 6.82
 AG9509'FT (2.08 M) SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 073, AND 9.97
 AG9509'FT (3.04 M) SOUTHERLY OF SARCO REFERENCE NO. 2.
 AG9509'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9509'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF A CONCRETE
 AG9509'SIDEWALK THAT RUNS PARALLEL AND WESTERLY TO BENEVA ROAD. IT IS 4.90
 AG9509'FT (1.49 M) NORTHWESTERLY OF SARCO G.P.S. STATION SAR 073, AND 9.97
 AG9509'FT (3.04 M) NORTHERLY OF SARCO REFERENCE NO. 1.
 AG9509
 AG9509                          STATION RECOVERY (2009)
 AG9509
 AG9509'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (WSP)
 AG9509'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9510 ***********************************************************************
 AG9510  DESIGNATION -  074
 AG9510  PID         -  AG9510
 AG9510  STATE/COUNTY-  FL/SARASOTA
 AG9510  COUNTRY     -  US
 AG9510  USGS QUAD   -  SARASOTA (2018)
 AG9510
 AG9510                         *CURRENT SURVEY CONTROL
 AG9510  ______________________________________________________________________
 AG9510* NAD 83(2011) POSITION- 27 20 34.60711(N) 082 32 48.43520(W)   ADJUSTED
 AG9510* NAD 83(2011) ELLIP HT-   -19.534 (meters)        (06/27/12)   ADJUSTED
 AG9510* NAD 83(2011) EPOCH   -  2010.00
 AG9510* NAVD 88 ORTHO HEIGHT -     4.8   (meters)       16.    (feet) GPS OBS
 AG9510  ______________________________________________________________________
 AG9510  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9510  GEOID HEIGHT    -        -25.070 (meters)                     GEOID93
 AG9510  GEOID HEIGHT    -        -24.371 (meters)                     GEOID18
 AG9510  NAD 83(2011) X  -    735,429.964 (meters)                     COMP
 AG9510  NAD 83(2011) Y  - -5,621,614.745 (meters)                     COMP
 AG9510  NAD 83(2011) Z  -  2,912,013.552 (meters)                     COMP
 AG9510  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 AG9510
 AG9510  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9510  Standards:
 AG9510         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9510            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9510  -------------------------------------------------------------------
 AG9510  NETWORK    4.18   9.80           1.74   1.68   5.00      0.06051179
 AG9510  -------------------------------------------------------------------
 AG9510  Click here for local accuracies and other accuracy information.
 AG9510
 AG9510.The horizontal coordinates were established by GPS observations
 AG9510.and adjusted by the National Geodetic Survey in June 2012.
 AG9510
 AG9510.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9510.been affixed to the stable North American tectonic plate. See 
 AG9510.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9510
 AG9510.The horizontal coordinates are valid at the epoch date displayed above
 AG9510.which is a decimal equivalence of Year/Month/Day.
 AG9510
 AG9510.The orthometric height was determined by GPS observations and a
 AG9510.high-resolution geoid model.
 AG9510
 AG9510.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9510.GEOID18 height accuracy estimate available here.
 AG9510
 AG9510.Click photographs - Photos may exist for this station.
 AG9510
 AG9510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9510
 AG9510.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9510
 AG9510.The ellipsoidal height was determined by GPS observations
 AG9510.and is referenced to NAD 83.
 AG9510
 AG9510. The following values were computed from the NAD 83(2011) position.
 AG9510
 AG9510;                    North         East     Units Scale Factor Converg.
 AG9510;SPC FL W     -   333,520.993   145,896.971   MT  0.99997730   -0 15 04.2
 AG9510;SPC FL W     - 1,094,226.79    478,663.65   sFT  0.99997730   -0 15 04.2
 AG9510;UTM  17      - 3,025,369.431   346,992.648   MT  0.99988900   -0 42 38.2
 AG9510
 AG9510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9510!SPC FL W     -   1.00000307  x   0.99997730  =   0.99998037
 AG9510!UTM  17      -   1.00000307  x   0.99988900  =   0.99989207
 AG9510
 AG9510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4699225369(NAD 83)
 AG9510
 AG9510                          SUPERSEDED SURVEY CONTROL
 AG9510
 AG9510  NAD 83(2007)-  27 20 34.60749(N)    082 32 48.43548(W) AD(2002.00) 0
 AG9510  ELLIP H (02/10/07)  -19.521  (m)                       GP(2002.00)    
 AG9510  NAD 83(1999)-  27 20 34.60721(N)    082 32 48.43663(W) AD(       ) 1
 AG9510  ELLIP H (06/19/01)  -19.495  (m)                       GP(       ) 4 1
 AG9510  NAD 83(1990)-  27 20 34.60583(N)    082 32 48.43652(W) AD(       ) 1
 AG9510  ELLIP H (05/09/94)  -19.365  (m)                       GP(       ) 4 2
 AG9510
 AG9510.Superseded values are not recommended for survey control.
 AG9510
 AG9510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9510.See file dsdata.pdf to determine how the superseded data were derived.
 AG9510
 AG9510_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9510_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG9510+WITH SETTING: PAVEMENT
 AG9510_SP_SET: CONCRETE MEDIAN
 AG9510_STAMPING: 074
 AG9510_MARK LOGO: FL-115
 AG9510_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9510+STABILITY: SURFACE MOTION
 AG9510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9510+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9510
 AG9510  HISTORY     - Date     Condition        Report By
 AG9510  HISTORY     - 1992     MONUMENTED       FL-115
 AG9510  HISTORY     - 20020620 MARK NOT FOUND   USPSQD
 AG9510  HISTORY     - 20030924 MARK NOT FOUND   FL-115
 AG9510
 AG9510                          STATION DESCRIPTION
 AG9510
 AG9510'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9510'TO REACH THE STATION FROM THE INTERSECTION OF SIXTH STREET AND U.S.
 AG9510'HIGHWAY 41 (NORTH TAMIAMI TRAIL) IN THE CITY OF SARASOTA IN SARASOTA
 AG9510'COUNTY, GO NORTH ON U.S.HIGHWAY 41, 600 FT (182.88 M) TO THE STATION
 AG9510'ON THE LEFT.
 AG9510'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK EPOXIED INTO A
 AG9510'DRILL HOLE IN THE CONCRETE MEDIAN OF U.S. ROUTE 41. IT IS 18 FT
 AG9510'(5.49 M) SOUTH OF THE NORTHERLY EDGE OF CONCRETE MEDIAN, AND 25.1 FT
 AG9510'(7.65 M) EAST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF U.S.
 AG9510'HIGHWAY 41, AND 17.3 FT (5.27 M) WEST OF THE CENTERLINE OF THE
 AG9510'NORTHBOUND LANES OF U.S. HIGHWAY 41.
 AG9510'REFERENCES--
 AG9510'REFERENCE MARK NUMBER 1 IS A CHISEL CUT IN THE EASTERLY EDGE OF THE
 AG9510'CONCRETE MEDIAN FOR U.S. HIGHWAY 41. IT IS 6.16 FT (1.88 M)
 AG9510'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 074, AND 7.64 FT (2.33 M)
 AG9510'NORTHERLY OF SARCO REFERENCE NO. 2.
 AG9510'REFERNCE MARK NUMBER 2 IS A CHISEL CUT IN THE EASTERLY EDGE OF THE
 AG9510'CONCRETE MEDIAN FOR U.S. HIGHWAY 41. IT IS 5.64 FT (1.72 M)
 AG9510'SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 074, AND 7.64 FT (2.33 M)
 AG9510'SOUTHERLY OF SARCO REFERENCE NO. 1.
 AG9510
 AG9510                          STATION RECOVERY (2002)
 AG9510
 AG9510'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG9510'PAVEMENT REMOVED. NOW PLANTED WITH PALMS AND SHRUBS
 AG9510
 AG9510                          STATION RECOVERY (2003)
 AG9510
 AG9510'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9510'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9511 ***********************************************************************
 AG9511  DESIGNATION -  075
 AG9511  PID         -  AG9511
 AG9511  STATE/COUNTY-  FL/SARASOTA
 AG9511  COUNTRY     -  US
 AG9511  USGS QUAD   -  SARASOTA (2018)
 AG9511
 AG9511                         *CURRENT SURVEY CONTROL
 AG9511  ______________________________________________________________________
 AG9511* NAD 83(2011) POSITION- 27 20 06.29522(N) 082 32 48.61868(W)   ADJUSTED
 AG9511* NAD 83(2011) ELLIP HT-   -22.482 (meters)        (06/27/12)   ADJUSTED
 AG9511* NAD 83(2011) EPOCH   -  2010.00
 AG9511* NAVD 88 ORTHO HEIGHT -     1.9   (meters)        6.    (feet) GPS OBS
 AG9511  ______________________________________________________________________
 AG9511  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9511  GEOID HEIGHT    -        -25.060 (meters)                     GEOID93
 AG9511  GEOID HEIGHT    -        -24.360 (meters)                     GEOID18
 AG9511  NAD 83(2011) X  -    735,476.537 (meters)                     COMP
 AG9511  NAD 83(2011) Y  - -5,622,009.636 (meters)                     COMP
 AG9511  NAD 83(2011) Z  -  2,911,238.090 (meters)                     COMP
 AG9511  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 AG9511
 AG9511  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9511  Standards:
 AG9511         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9511            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9511  -------------------------------------------------------------------
 AG9511  NETWORK    4.18   9.80           1.74   1.68   5.00      0.05949468
 AG9511  -------------------------------------------------------------------
 AG9511  Click here for local accuracies and other accuracy information.
 AG9511
 AG9511.The horizontal coordinates were established by GPS observations
 AG9511.and adjusted by the National Geodetic Survey in June 2012.
 AG9511
 AG9511.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9511.been affixed to the stable North American tectonic plate. See 
 AG9511.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9511
 AG9511.The horizontal coordinates are valid at the epoch date displayed above
 AG9511.which is a decimal equivalence of Year/Month/Day.
 AG9511
 AG9511.The orthometric height was determined by GPS observations and a
 AG9511.high-resolution geoid model.
 AG9511
 AG9511.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9511.GEOID18 height accuracy estimate available here.
 AG9511
 AG9511.Click photographs - Photos may exist for this station.
 AG9511
 AG9511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9511
 AG9511.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9511
 AG9511.The ellipsoidal height was determined by GPS observations
 AG9511.and is referenced to NAD 83.
 AG9511
 AG9511. The following values were computed from the NAD 83(2011) position.
 AG9511
 AG9511;                    North         East     Units Scale Factor Converg.
 AG9511;SPC FL W     -   332,649.597   145,888.108   MT  0.99997731   -0 15 04.0
 AG9511;SPC FL W     - 1,091,367.89    478,634.57   sFT  0.99997731   -0 15 04.0
 AG9511;UTM  17      - 3,024,498.210   346,976.800   MT  0.99988906   -0 42 37.6
 AG9511
 AG9511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9511!SPC FL W     -   1.00000353  x   0.99997731  =   0.99998084
 AG9511!UTM  17      -   1.00000353  x   0.99988906  =   0.99989259
 AG9511
 AG9511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4697624498(NAD 83)
 AG9511
 AG9511                          SUPERSEDED SURVEY CONTROL
 AG9511
 AG9511  NAD 83(2007)-  27 20 06.29560(N)    082 32 48.61896(W) AD(2002.00) 0
 AG9511  ELLIP H (02/10/07)  -22.469  (m)                       GP(2002.00)    
 AG9511  NAD 83(1999)-  27 20 06.29533(N)    082 32 48.62009(W) AD(       ) 1
 AG9511  ELLIP H (06/19/01)  -22.442  (m)                       GP(       ) 4 1
 AG9511  NAD 83(1990)-  27 20 06.29395(N)    082 32 48.61998(W) AD(       ) 1
 AG9511  ELLIP H (05/09/94)  -22.312  (m)                       GP(       ) 4 2
 AG9511
 AG9511.Superseded values are not recommended for survey control.
 AG9511
 AG9511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9511.See file dsdata.pdf to determine how the superseded data were derived.
 AG9511
 AG9511_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9511_STAMPING: 075
 AG9511_MARK LOGO: FL-115
 AG9511_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9511+STABILITY: SURFACE MOTION
 AG9511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9511+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9511
 AG9511  HISTORY     - Date     Condition        Report By
 AG9511  HISTORY     - 1992     MONUMENTED       FL-115
 AG9511
 AG9511                          STATION DESCRIPTION
 AG9511
 AG9511'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9511'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AG9511'TRAIL) AND GULF STREAM AVENUE IN THE CITY OF SARASOTA IN SARASOTA
 AG9511'COUNTY, GO TO THE ENTRANCE OF MARINA JACKS AND ISLAND PARK (FRONTAGE
 AG9511'ROAD) WEST OF U.S. HIGHWAY 41 (TAMIAMI TRAIL) ON EAST BOUND GULF
 AG9511'STREAM AVENUE.
 AG9511'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---075---
 AG9511'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9511'6-INCHES BELOW THE GROUND. IT IS 17 FT (5.18 M) NORTHEASTERLY OF THE
 AG9511'PAINTED CENTERLINE STRIPE OF FRONTAGE ROAD AND 2 FT (0.61 M)
 AG9511'SOUTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9511'REFERENCES--
 AG9511'REFERENCE NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO) REFERENCE P
 AG9511'.K. NAIL AND TAG SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9511'BED FOR FRONTAGE ROAD. IT IS 8.52 FT (2.60 M) SOUTHWESTERLY OF SARCO
 AG9511'G.P.S. STATION SAR 075, AND 11.50 FT (3.51 M) NORTHWESTERLY OF SARCO
 AG9511'REFERENCE NO. 2.
 AG9511'REFERENCE NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO) REFERENCE P
 AG9511'.K. NAIL AND TAG SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9511'BED FOR FRONTAGE ROAD. IT IS 8.58 FT (2.62 M) SOUTHEASTERLY OF SARCO
 AG9511'G.P.S. STATION SAR 075, AND 11.50 FT (3.51 M) SOUTHEASTERLY OF SARCO
 AG9511'REFERENCE NO. 1.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9512 ***********************************************************************
 AG9512  DESIGNATION -  076
 AG9512  PID         -  AG9512
 AG9512  STATE/COUNTY-  FL/SARASOTA
 AG9512  COUNTRY     -  US
 AG9512  USGS QUAD   -  BEE RIDGE (2018)
 AG9512
 AG9512                         *CURRENT SURVEY CONTROL
 AG9512  ______________________________________________________________________
 AG9512* NAD 83(2011) POSITION- 27 17 21.73659(N) 082 24 01.32036(W)   ADJUSTED
 AG9512* NAD 83(2011) ELLIP HT-   -14.427 (meters)        (06/27/12)   ADJUSTED
 AG9512* NAD 83(2011) EPOCH   -  2010.00
 AG9512* NAVD 88 ORTHO HEIGHT -    10.0   (meters)       33.    (feet) GPS OBS
 AG9512  ______________________________________________________________________
 AG9512  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9512  GEOID HEIGHT    -        -25.120 (meters)                     GEOID93
 AG9512  GEOID HEIGHT    -        -24.369 (meters)                     GEOID18
 AG9512  NAD 83(2011) X  -    750,154.610 (meters)                     COMP
 AG9512  NAD 83(2011) Y  - -5,622,421.840 (meters)                     COMP
 AG9512  NAD 83(2011) Z  -  2,906,741.329 (meters)                     COMP
 AG9512  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 AG9512
 AG9512  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9512  Standards:
 AG9512         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9512            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9512  -------------------------------------------------------------------
 AG9512  NETWORK    2.95   7.80           1.21   1.20   3.98     -0.02127115
 AG9512  -------------------------------------------------------------------
 AG9512  Click here for local accuracies and other accuracy information.
 AG9512
 AG9512.The horizontal coordinates were established by GPS observations
 AG9512.and adjusted by the National Geodetic Survey in June 2012.
 AG9512
 AG9512.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9512.been affixed to the stable North American tectonic plate. See 
 AG9512.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9512
 AG9512.The horizontal coordinates are valid at the epoch date displayed above
 AG9512.which is a decimal equivalence of Year/Month/Day.
 AG9512
 AG9512.The orthometric height was determined by GPS observations and a
 AG9512.high-resolution geoid model.
 AG9512
 AG9512.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9512.GEOID18 height accuracy estimate available here.
 AG9512
 AG9512.Click photographs - Photos may exist for this station.
 AG9512
 AG9512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9512
 AG9512.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9512
 AG9512.The ellipsoidal height was determined by GPS observations
 AG9512.and is referenced to NAD 83.
 AG9512
 AG9512. The following values were computed from the NAD 83(2011) position.
 AG9512
 AG9512;                    North         East     Units Scale Factor Converg.
 AG9512;SPC FL W     -   327,529.671   160,366.006   MT  0.99996056   -0 11 00.8
 AG9512;SPC FL W     - 1,074,570.26    526,134.14   sFT  0.99996056   -0 11 00.8
 AG9512;UTM  17      - 3,019,263.032   361,411.694   MT  0.99983709   -0 38 31.7
 AG9512
 AG9512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9512!SPC FL W     -   1.00000227  x   0.99996056  =   0.99996283
 AG9512!UTM  17      -   1.00000227  x   0.99983709  =   0.99983936
 AG9512
 AG9512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6141119263(NAD 83)
 AG9512
 AG9512                          SUPERSEDED SURVEY CONTROL
 AG9512
 AG9512  NAD 83(2007)-  27 17 21.73682(N)    082 24 01.32029(W) AD(2002.00) 0
 AG9512  ELLIP H (02/10/07)  -14.422  (m)                       GP(2002.00)    
 AG9512  NAD 83(1999)-  27 17 21.73651(N)    082 24 01.32143(W) AD(       ) 1
 AG9512  ELLIP H (06/19/01)  -14.384  (m)                       GP(       ) 4 1
 AG9512  NAD 83(1990)-  27 17 21.73514(N)    082 24 01.32088(W) AD(       ) 1
 AG9512  ELLIP H (05/09/94)  -14.294  (m)                       GP(       ) 4 2
 AG9512
 AG9512.Superseded values are not recommended for survey control.
 AG9512
 AG9512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9512.See file dsdata.pdf to determine how the superseded data were derived.
 AG9512
 AG9512_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9512_STAMPING: 076
 AG9512_MARK LOGO: FL-115
 AG9512_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9512+STABILITY: SURFACE MOTION
 AG9512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9512+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9512
 AG9512  HISTORY     - Date     Condition        Report By
 AG9512  HISTORY     - 1992     MONUMENTED       FL-115
 AG9512  HISTORY     - 20070818 MARK NOT FOUND   FLDEP
 AG9512
 AG9512                          STATION DESCRIPTION
 AG9512
 AG9512'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9512'TO REACH THE STATION FROM THE INTERSECTION OF BEE RIDGE ROAD EXTENSION
 AG9512'AND THE ENTRANCE OF THE SARASOTA COUNTY LANDFILL IN SARASOTA COUNTY,
 AG9512'GO SOUTH ON BEE RIDGE ROAD EXTENSION, 0.6 MI (0.97 KM) TO THE STATION
 AG9512'ON THE RIGHT.
 AG9512'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---076---
 AG9512'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9512'6-INCHES BELOW THE GROUND. IT IS 23.4 FT (7.13 M) WESTERLY OF THE
 AG9512'CENTERLINE OF BEE RIDGE ROAD EXTENSION AND 17.5 FT (5.33 M) EASTERLY
 AG9512'OF A SURVEY MARKER WITNESS POST AND A NO DUMPING SIGN.
 AG9512'REFERENCES--
 AG9512'REFERENCE MUNBER 1 IS A STANDARD SARASOTA COUNTY (SARCO) REFERENCE P
 AG9512'.K. NAIL AND TAG SET IN THE WESTERLY EDGE OF ASPHALT PAVEMENT ROAD BED
 AG9512'FOR BEE RIDGE ROAD EXTENSION. IT IS 8.34 FT (2.54 M) NORTHEASTERLY OF
 AG9512'SARCO G.P.S. STATION SAR 076, AND 11.89 FT (3.62 M) NORTHERLY OF
 AG9512'SARCO REFERENCE NO. 2.
 AG9512'REFERENCE NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO) REFERENCE P
 AG9512'.K. NAIL AND TAG SET IN THE WESTERLY EDGE OF ASPHALT PAVEMENT ROAD BED
 AG9512'FOR BEE RIDGE ROAD EXTENSION. IT IS 8.59 FT (2.62 M) SOUTHEASTERLY OF
 AG9512'SARCO G.P.S. STATION SAR 076, AND 11.89 FT (3.62 M) SOUTHERLY OF
 AG9512'SARCO REFERENCE NO. 1.
 AG9512
 AG9512                          STATION RECOVERY (2007)
 AG9512
 AG9512'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG9512'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9513 ***********************************************************************
 AG9513  DESIGNATION -  077
 AG9513  PID         -  AG9513
 AG9513  STATE/COUNTY-  FL/SARASOTA
 AG9513  COUNTRY     -  US
 AG9513  USGS QUAD   -  BEE RIDGE (2018)
 AG9513
 AG9513                         *CURRENT SURVEY CONTROL
 AG9513  ______________________________________________________________________
 AG9513* NAD 83(2011) POSITION- 27 17 50.31653(N) 082 24 01.01529(W)   ADJUSTED
 AG9513* NAD 83(2011) ELLIP HT-   -15.333 (meters)        (06/27/12)   ADJUSTED
 AG9513* NAD 83(2011) EPOCH   -  2010.00
 AG9513* NAVD 88 ORTHO HEIGHT -     9.1   (meters)       30.    (feet) GPS OBS
 AG9513  ______________________________________________________________________
 AG9513  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9513  GEOID HEIGHT    -        -25.130 (meters)                     GEOID93
 AG9513  GEOID HEIGHT    -        -24.384 (meters)                     GEOID18
 AG9513  NAD 83(2011) X  -    750,109.472 (meters)                     COMP
 AG9513  NAD 83(2011) Y  - -5,622,020.097 (meters)                     COMP
 AG9513  NAD 83(2011) Z  -  2,907,522.668 (meters)                     COMP
 AG9513  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 AG9513
 AG9513  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9513  Standards:
 AG9513         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9513            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9513  -------------------------------------------------------------------
 AG9513  NETWORK    2.96   7.84           1.22   1.20   4.00     -0.01901739
 AG9513  -------------------------------------------------------------------
 AG9513  Click here for local accuracies and other accuracy information.
 AG9513
 AG9513.The horizontal coordinates were established by GPS observations
 AG9513.and adjusted by the National Geodetic Survey in June 2012.
 AG9513
 AG9513.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9513.been affixed to the stable North American tectonic plate. See 
 AG9513.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9513
 AG9513.The horizontal coordinates are valid at the epoch date displayed above
 AG9513.which is a decimal equivalence of Year/Month/Day.
 AG9513
 AG9513.The orthometric height was determined by GPS observations and a
 AG9513.high-resolution geoid model.
 AG9513
 AG9513.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9513.GEOID18 height accuracy estimate available here.
 AG9513
 AG9513.Click photographs - Photos may exist for this station.
 AG9513
 AG9513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9513
 AG9513.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9513
 AG9513.The ellipsoidal height was determined by GPS observations
 AG9513.and is referenced to NAD 83.
 AG9513
 AG9513. The following values were computed from the NAD 83(2011) position.
 AG9513
 AG9513;                    North         East     Units Scale Factor Converg.
 AG9513;SPC FL W     -   328,409.297   160,377.213   MT  0.99996055   -0 11 00.9
 AG9513;SPC FL W     - 1,077,456.17    526,170.91   sFT  0.99996055   -0 11 00.9
 AG9513;UTM  17      - 3,020,142.432   361,429.939   MT  0.99983703   -0 38 32.2
 AG9513
 AG9513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9513!SPC FL W     -   1.00000241  x   0.99996055  =   0.99996296
 AG9513!UTM  17      -   1.00000241  x   0.99983703  =   0.99983944
 AG9513
 AG9513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6142920142(NAD 83)
 AG9513
 AG9513                          SUPERSEDED SURVEY CONTROL
 AG9513
 AG9513  NAD 83(2007)-  27 17 50.31676(N)    082 24 01.01521(W) AD(2002.00) 0
 AG9513  ELLIP H (02/10/07)  -15.329  (m)                       GP(2002.00)    
 AG9513  NAD 83(1999)-  27 17 50.31645(N)    082 24 01.01635(W) AD(       ) 1
 AG9513  ELLIP H (06/19/01)  -15.290  (m)                       GP(       ) 4 1
 AG9513  NAD 83(1990)-  27 17 50.31508(N)    082 24 01.01581(W) AD(       ) 1
 AG9513  ELLIP H (05/09/94)  -15.199  (m)                       GP(       ) 4 2
 AG9513
 AG9513.Superseded values are not recommended for survey control.
 AG9513
 AG9513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9513.See file dsdata.pdf to determine how the superseded data were derived.
 AG9513
 AG9513_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9513_STAMPING: 077
 AG9513_MARK LOGO: FL-115
 AG9513_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9513+STABILITY: SURFACE MOTION
 AG9513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9513+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9513
 AG9513  HISTORY     - Date     Condition        Report By
 AG9513  HISTORY     - 1992     MONUMENTED       FL-115
 AG9513  HISTORY     - 20070818 MARK NOT FOUND   FLDEP
 AG9513
 AG9513                          STATION DESCRIPTION
 AG9513
 AG9513'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9513'TO REACH THE STATION FROM THE INTERSECTION OF BEE RIDGE ROAD, SARASOTA
 AG9513'COUNTY LANDFILL, AND BEE RIDGE ROAD EXTENSION IN SARASOTA COUNTY, GO
 AG9513'SOUTH ON BEE RIDGE ROAD EXTENSION TO THE STATION ON THE RIGHT, 492.30
 AG9513'FT (150.05 M) FROM SARASOTA COUNTY SECTION CORNER NUMBER 681 (NE COR
 AG9513'OF SEC. 4, TWP. 37 S., RGE. 19 E.).
 AG9513'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---077---
 AG9513'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9513'4-INCHES BELOW THE GROUND. IT IS 27.2 FT (8.29 M) WESTERLY OF THE
 AG9513'CENTERLINE OF BEE RIDGE ROAD EXTENSION, AND 1.7 FT (0.52 M) EASTERLY
 AG9513'OF A SURVEY MARKER WITNESS POST.
 AG9513'REFERENCES--
 AG9513'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9513'REFERENCE P.K. NAIL AND DISK SET IN THE WESTERLY EDGE OF ASPHALT
 AG9513'PAVEMENT ROAD BED FOR BEE RIDGE ROAD EXTENSION. IT IS 17.26 FT
 AG9513'(5.26 M) NORTHEASTERLY OF SARCO G.P.S. STATION SAR 077 AND 17.36 FT
 AG9513'(5.29 M) NORTHERLY OF SARCO REFERENCE NO. 2.
 AG9513'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9513'REFERENCE P.K. NAIL AND DISK SET IN THE WESTERLY EDGE OF ASPHALT
 AG9513'PAVEMENT ROAD BED FOR BEE RIDGE ROAD EXTENSION. IT IS 18.16 FT
 AG9513'(5.54 M) SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 077 AND 17.36 FT
 AG9513'(5.29 M) SOUTHERLY OF SARCO REFERENCE NO. 1.
 AG9513
 AG9513                          STATION RECOVERY (2007)
 AG9513
 AG9513'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG9513'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9514 ***********************************************************************
 AG9514  DESIGNATION -  078
 AG9514  PID         -  AG9514
 AG9514  STATE/COUNTY-  FL/SARASOTA
 AG9514  COUNTRY     -  US
 AG9514  USGS QUAD   -  BEE RIDGE (2018)
 AG9514
 AG9514                         *CURRENT SURVEY CONTROL
 AG9514  ______________________________________________________________________
 AG9514* NAD 83(2011) POSITION- 27 16 09.15468(N) 082 29 53.20488(W)   ADJUSTED
 AG9514* NAD 83(2011) ELLIP HT-   -17.751 (meters)        (06/27/12)   ADJUSTED
 AG9514* NAD 83(2011) EPOCH   -  2010.00
 AG9514* NAVD 88 ORTHO HEIGHT -     6.5   (meters)       21.    (feet) GPS OBS
 AG9514  ______________________________________________________________________
 AG9514  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9514  GEOID HEIGHT    -        -25.000 (meters)                     GEOID93
 AG9514  GEOID HEIGHT    -        -24.271 (meters)                     GEOID18
 AG9514  NAD 83(2011) X  -    740,695.058 (meters)                     COMP
 AG9514  NAD 83(2011) Y  - -5,624,705.651 (meters)                     COMP
 AG9514  NAD 83(2011) Z  -  2,904,754.207 (meters)                     COMP
 AG9514  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 AG9514
 AG9514  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9514  Standards:
 AG9514         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9514            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9514  -------------------------------------------------------------------
 AG9514  NETWORK    3.48   8.45           1.41   1.43   4.31     -0.02684259
 AG9514  -------------------------------------------------------------------
 AG9514  Click here for local accuracies and other accuracy information.
 AG9514
 AG9514.The horizontal coordinates were established by GPS observations
 AG9514.and adjusted by the National Geodetic Survey in June 2012.
 AG9514
 AG9514.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9514.been affixed to the stable North American tectonic plate. See 
 AG9514.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9514
 AG9514.The horizontal coordinates are valid at the epoch date displayed above
 AG9514.which is a decimal equivalence of Year/Month/Day.
 AG9514
 AG9514.The orthometric height was determined by GPS observations and a
 AG9514.high-resolution geoid model.
 AG9514
 AG9514.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9514.GEOID18 height accuracy estimate available here.
 AG9514
 AG9514.Click photographs - Photos may exist for this station.
 AG9514
 AG9514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9514
 AG9514.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9514
 AG9514.The ellipsoidal height was determined by GPS observations
 AG9514.and is referenced to NAD 83.
 AG9514
 AG9514. The following values were computed from the NAD 83(2011) position.
 AG9514
 AG9514;                    North         East     Units Scale Factor Converg.
 AG9514;SPC FL W     -   325,330.469   150,680.717   MT  0.99997119   -0 13 41.6
 AG9514;SPC FL W     - 1,067,355.05    494,358.32   sFT  0.99997119   -0 13 41.6
 AG9514;UTM  17      - 3,017,141.632   351,710.201   MT  0.99987145   -0 41 11.5
 AG9514
 AG9514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9514!SPC FL W     -   1.00000279  x   0.99997119  =   0.99997398
 AG9514!UTM  17      -   1.00000279  x   0.99987145  =   0.99987424
 AG9514
 AG9514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5171017141(NAD 83)
 AG9514
 AG9514                          SUPERSEDED SURVEY CONTROL
 AG9514
 AG9514  NAD 83(2007)-  27 16 09.15490(N)    082 29 53.20507(W) AD(2002.00) 0
 AG9514  ELLIP H (02/10/07)  -17.741  (m)                       GP(2002.00)    
 AG9514  NAD 83(1999)-  27 16 09.15465(N)    082 29 53.20627(W) AD(       ) 1
 AG9514  ELLIP H (06/19/01)  -17.694  (m)                       GP(       ) 4 1
 AG9514  NAD 83(1990)-  27 16 09.15328(N)    082 29 53.20559(W) AD(       ) 1
 AG9514  ELLIP H (05/09/94)  -17.613  (m)                       GP(       ) 4 2
 AG9514
 AG9514.Superseded values are not recommended for survey control.
 AG9514
 AG9514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9514.See file dsdata.pdf to determine how the superseded data were derived.
 AG9514
 AG9514_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9514_STAMPING: 078
 AG9514_MARK LOGO: FL-115
 AG9514_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9514+STABILITY: SURFACE MOTION
 AG9514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9514+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9514
 AG9514  HISTORY     - Date     Condition        Report By
 AG9514  HISTORY     - 1992     MONUMENTED       FL-115
 AG9514  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AG9514  HISTORY     - 20030924 MARK NOT FOUND   FL-115
 AG9514  HISTORY     - 20160301 MARK NOT FOUND   WANTGP
 AG9514
 AG9514                          STATION DESCRIPTION
 AG9514
 AG9514'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9514'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9514'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO WEST ON STATE ROAD 72
 AG9514'(CLARK ROAD), 3 MI (4.83 KM) TO THE STATION ON THE LEFT.
 AG9514'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---078---
 AG9514'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9514'5-INCHES BELOW THE GROUND. IT IS 42.5 FT (12.95 M) SOUTHERLY OF THE
 AG9514'CENTERLINE OF STATE ROAD 72 (CLARK ROAD), 164.4 FT (50.11 M) WESTERLY
 AG9514'OF THE CENTERLINE OF BENEVA ROAD, AND 18 FT (5.49 M) NORTHERLY OF A
 AG9514'SURVEY MARKER WITNESS POST.
 AG9514'REFERENCES--
 AG9514'REFERENCE MARK NUMBER 1 IS A X CHISEL CUT IN THE NORTHERLY EDGE OF A
 AG9514'CONCRETE SIDEWALK. IT IS 5.95 FT (1.81 M) SOUTHEASTERLY OF SARCO G
 AG9514'.P.S. STATION SAR 078 AND 8.33 FT (2.54 M) EASTERLY OF SARCO REFERENCE
 AG9514'NO. 2.
 AG9514'REFERENCE MARK NUMBER 2 IS A X CHISEL CUT IN THE NORTHERLY EDGE OF A
 AG9514'CONCRETE SIDEWALK. IT IS 5.85 FT (1.78 M) SOUTHWESTERLY OF SARCO G
 AG9514'.P.S. STATION SAR 078 AND 8.33 FT (2.54 M) WESTERLY OF SARCO REFERENCE
 AG9514'NO. 1.
 AG9514
 AG9514                          STATION RECOVERY (2002)
 AG9514
 AG9514'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG9514'078 078RM1 078RM2
 AG9514'ALL MARKS COVERED BY WIDENED ROAD
 AG9514
 AG9514                          STATION RECOVERY (2003)
 AG9514
 AG9514'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9514'MARK NOT FOUND.
 AG9514
 AG9514                          STATION RECOVERY (2016)
 AG9514
 AG9514'RECOVERY NOTE BY WANTMAN GROUP INC 2016 (DC)
 AG9514'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9515 ***********************************************************************
 AG9515  DESIGNATION -  079
 AG9515  PID         -  AG9515
 AG9515  STATE/COUNTY-  FL/SARASOTA
 AG9515  COUNTRY     -  US
 AG9515  USGS QUAD   -  BEE RIDGE (2018)
 AG9515
 AG9515                         *CURRENT SURVEY CONTROL
 AG9515  ______________________________________________________________________
 AG9515* NAD 83(2011) POSITION- 27 16 09.99818(N) 082 29 22.79600(W)   ADJUSTED
 AG9515* NAD 83(2011) ELLIP HT-   -17.474 (meters)        (06/27/12)   ADJUSTED
 AG9515* NAD 83(2011) EPOCH   -  2010.00
 AG9515* NAVD 88 ORTHO HEIGHT -     6.8   (meters)       22.    (feet) GPS OBS
 AG9515  ______________________________________________________________________
 AG9515  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9515  GEOID HEIGHT    -        -25.010 (meters)                     GEOID93
 AG9515  GEOID HEIGHT    -        -24.276 (meters)                     GEOID18
 AG9515  NAD 83(2011) X  -    741,522.758 (meters)                     COMP
 AG9515  NAD 83(2011) Y  - -5,624,584.843 (meters)                     COMP
 AG9515  NAD 83(2011) Z  -  2,904,777.411 (meters)                     COMP
 AG9515  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 AG9515
 AG9515  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9515  Standards:
 AG9515         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9515            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9515  -------------------------------------------------------------------
 AG9515  NETWORK    3.48   8.45           1.41   1.43   4.31     -0.03373603
 AG9515  -------------------------------------------------------------------
 AG9515  Click here for local accuracies and other accuracy information.
 AG9515
 AG9515.The horizontal coordinates were established by GPS observations
 AG9515.and adjusted by the National Geodetic Survey in June 2012.
 AG9515
 AG9515.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9515.been affixed to the stable North American tectonic plate. See 
 AG9515.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9515
 AG9515.The horizontal coordinates are valid at the epoch date displayed above
 AG9515.which is a decimal equivalence of Year/Month/Day.
 AG9515
 AG9515.The orthometric height was determined by GPS observations and a
 AG9515.high-resolution geoid model.
 AG9515
 AG9515.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9515.GEOID18 height accuracy estimate available here.
 AG9515
 AG9515.Click photographs - Photos may exist for this station.
 AG9515
 AG9515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9515
 AG9515.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9515
 AG9515.The ellipsoidal height was determined by GPS observations
 AG9515.and is referenced to NAD 83.
 AG9515
 AG9515. The following values were computed from the NAD 83(2011) position.
 AG9515
 AG9515;                    North         East     Units Scale Factor Converg.
 AG9515;SPC FL W     -   325,353.128   151,517.179   MT  0.99997018   -0 13 27.7
 AG9515;SPC FL W     - 1,067,429.39    497,102.61   sFT  0.99997018   -0 13 27.7
 AG9515;UTM  17      - 3,017,157.597   352,546.734   MT  0.99986840   -0 40 57.5
 AG9515
 AG9515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9515!SPC FL W     -   1.00000275  x   0.99997018  =   0.99997292
 AG9515!UTM  17      -   1.00000275  x   0.99986840  =   0.99987114
 AG9515
 AG9515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5254617157(NAD 83)
 AG9515
 AG9515                          SUPERSEDED SURVEY CONTROL
 AG9515
 AG9515  NAD 83(2007)-  27 16 09.99840(N)    082 29 22.79619(W) AD(2002.00) 0
 AG9515  ELLIP H (02/10/07)  -17.463  (m)                       GP(2002.00)    
 AG9515  NAD 83(1999)-  27 16 09.99815(N)    082 29 22.79739(W) AD(       ) 1
 AG9515  ELLIP H (06/19/01)  -17.417  (m)                       GP(       ) 4 1
 AG9515  NAD 83(1990)-  27 16 09.99679(N)    082 29 22.79671(W) AD(       ) 1
 AG9515  ELLIP H (05/09/94)  -17.336  (m)                       GP(       ) 4 2
 AG9515
 AG9515.Superseded values are not recommended for survey control.
 AG9515
 AG9515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9515.See file dsdata.pdf to determine how the superseded data were derived.
 AG9515
 AG9515_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9515_STAMPING: 079
 AG9515_MARK LOGO: FL-115
 AG9515_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9515+STABILITY: SURFACE MOTION
 AG9515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9515+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9515
 AG9515  HISTORY     - Date     Condition        Report By
 AG9515  HISTORY     - 1992     MONUMENTED       FL-115
 AG9515  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AG9515  HISTORY     - 20030924 MARK NOT FOUND   FL-115
 AG9515
 AG9515                          STATION DESCRIPTION
 AG9515
 AG9515'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9515'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9515'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9515'(CLARK ROAD), 2.48 MI (3.99 KM) TO THE STATION ON THE LEFT.
 AG9515'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---079---
 AG9515'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9515'6-INCHES BELOW THE GROUND. IT IS 61.1 FT (18.62 M) NORTHERLY OF THE
 AG9515'CENTERLINE OF STATE ROAD 72 (CLARK ROAD), 106 FT (32.31 M) WESTERLY
 AG9515'OF THE CENTERLINE OF SAWYER ROAD AND 3.4 FT (1.04 M) SOUTHERLY OF A
 AG9515'SURVEY MARKER WITNESS POST.
 AG9515'REFERENCES--
 AG9515'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9515'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF ASPAHLT
 AG9515'PAVEMENT FOR THE ENTRANCE OF A FOOD MART/GAS STATION NORTHERLY OF
 AG9515'STATE ROAD 72 (CLARK ROAD). IT IS 5.98 FT (1.82 M) SOUTHWESTERLY OF
 AG9515'SARCO G.P.S. STATION SAR 079, AND 6.62 FT (2.02 M) SOUTHERLY OF SARCO
 AG9515'REFERENCE NO. 2.
 AG9515'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9515'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF ASPHALT
 AG9515'PAVEMENT FOR THE ENTRANCE OF A FOOD MART/GAS STATION NORTHERLY OF
 AG9515'STATE ROAD 72 (CLARK ROAD). IT IS 6.04 FT (1.84 M) NORTHWESTERLY OF
 AG9515'SARCO G.P.S. STATION SAR 079, AND 6.62 FT (2.02 M) NORTHERLY OF SARCO
 AG9515'REFERENCE NO. 1.
 AG9515
 AG9515                          STATION RECOVERY (2002)
 AG9515
 AG9515'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG9515'FOUND WITNESS POST
 AG9515'MONUMENT REMOVED FROM EXISTING HOLE
 AG9515'079RM1  079RM2 ARE GONE
 AG9515
 AG9515                          STATION RECOVERY (2003)
 AG9515
 AG9515'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9515'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL7594 ***********************************************************************
 DL7594  DESIGNATION -  08 07 603 0
 DL7594  PID         -  DL7594
 DL7594  STATE/COUNTY-  FL/ORANGE
 DL7594  COUNTRY     -  US
 DL7594  USGS QUAD   -  LAKE POINSETT NW (2018)
 DL7594
 DL7594                         *CURRENT SURVEY CONTROL
 DL7594  ______________________________________________________________________
 DL7594* NAD 83(1986) POSITION- 28 23 51.6    (N) 080 56 45.5    (W)   HD_HELD2
 DL7594* NAVD 88 ORTHO HEIGHT -    12.013 (meters)       39.41  (feet) ADJUSTED
 DL7594  ______________________________________________________________________
 DL7594  GEOID HEIGHT    -        -28.163 (meters)                     GEOID18
 DL7594  DYNAMIC HEIGHT  -         11.995 (meters)       39.35  (feet) COMP
 DL7594  MODELED GRAVITY -    979,192.9   (mgal)                       NAVD 88
 DL7594
 DL7594  VERT ORDER      -  FIRST     CLASS II
 DL7594
 DL7594.The horizontal coordinates were established by autonomous hand held GPS
 DL7594.observations and have an estimated accuracy of +/- 10 meters.
 DL7594
 DL7594.The orthometric height was determined by differential leveling and
 DL7594.adjusted by the NATIONAL GEODETIC SURVEY
 DL7594.in June 2010.
 DL7594
 DL7594.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7594.GEOID18 height accuracy estimate available here.
 DL7594
 DL7594.Click photographs - Photos may exist for this station.
 DL7594
 DL7594.The dynamic height is computed by dividing the NAVD 88
 DL7594.geopotential number by the normal gravity value computed on the
 DL7594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7594.degrees latitude (g = 980.6199 gals.).
 DL7594
 DL7594.The modeled gravity was interpolated from observed gravity values.
 DL7594
 DL7594;                    North         East    Units  Estimated Accuracy
 DL7594;SPC FL E     -   450,278.      205,294.      MT  (+/- 10 meters HH2 GPS)
 DL7594
 DL7594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM0529241256(NAD 83)
 DL7594
 DL7594                          SUPERSEDED SURVEY CONTROL
 DL7594
 DL7594.No superseded survey control is available for this station.
 DL7594
 DL7594_MARKER: DD = SURVEY DISK
 DL7594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL7594_STAMPING: BM 08-07-603-0
 DL7594_MARK LOGO: FL-095
 DL7594_PROJECTION: RECESSED 5 CENTIMETERS
 DL7594_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL7594+STABILITY: SURFACE MOTION
 DL7594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7594+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2008
 DL7594
 DL7594  HISTORY     - Date     Condition        Report By
 DL7594  HISTORY     - 2008     MONUMENTED       FL-095
 DL7594  HISTORY     - 20080531 GOOD             FLDEP
 DL7594
 DL7594                          STATION DESCRIPTION
 DL7594
 DL7594'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLN)
 DL7594'THE MARK IS ABOUT 15.0 MI (24.1 KM) WEST-SOUTHWEST OF COURTENAY, 14.6
 DL7594'MI (23.5 KM) SOUTHEAST OF BITHLO, 11.6 MI (18.7 KM) WEST-SOUTHWEST OF
 DL7594'SHARPS, IN SECTION 18, TOWNSHIP 24 SOUTH, RANGE 34 EAST.
 DL7594'
 DL7594'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 50 AND STATE
 DL7594'HIGHWAY 520 NEAR BITHLO, GO SOUTHEAST ON STATE HIGHWAY 520 FOR 9.0 MI
 DL7594'(14.5 KM) TO THE STATE HIGHWAY 528 OVERPASS (A TOLL ROAD).  CONTINUE
 DL7594'SOUTHEAST ON STATE HIGHWAY 520 FOR 4.35 MI (7.0 KM) TO THE MARK ON THE
 DL7594'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DL7594'GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF STATE HIGHWAY 520
 DL7594'EASTBOUND LANES.
 DL7594'
 DL7594'LOCATED 97.5 FT (29.7 M) SOUTH-SOUTHEAST OF SURVEY MARK BENCH MARK
 DL7594'08-07-603-1, 73.3 FT (22.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 DL7594'STATE HIGHWAY 520 EASTBOUND LANES, 38.5 FT (11.7 M) NORTH-NORTHWEST OF
 DL7594'A WOODEN POWER POLE NUMBER 7-11407, 26.0 FT (7.9 M) NORTH OF SURVEY
 DL7594'MARK D 717 2008, 11.0 FT (3.4 M) NORTHEAST OF A BARBWIRE FENCE AND 0.8
 DL7594'FT (0.2 M) SOUTH OF A 4-INCH (10 CM) BY 6-INCH (15 CM) WOODEN POST
 DL7594'WITH HYDROLOGIC DATA COLLECTION SITE NUMBER 0964 ATTACHED.
 DL7594'
 DL7594'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL7594'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL7595 ***********************************************************************
 DL7595  DESIGNATION -  08 07 603 1
 DL7595  PID         -  DL7595
 DL7595  STATE/COUNTY-  FL/ORANGE
 DL7595  COUNTRY     -  US
 DL7595  USGS QUAD   -  LAKE POINSETT NW (2018)
 DL7595
 DL7595                         *CURRENT SURVEY CONTROL
 DL7595  ______________________________________________________________________
 DL7595* NAD 83(1986) POSITION- 28 23 52.5    (N) 080 56 46.0    (W)   HD_HELD2
 DL7595* NAVD 88 ORTHO HEIGHT -    11.959 (meters)       39.24  (feet) ADJUSTED
 DL7595  ______________________________________________________________________
 DL7595  GEOID HEIGHT    -        -28.163 (meters)                     GEOID18
 DL7595  DYNAMIC HEIGHT  -         11.942 (meters)       39.18  (feet) COMP
 DL7595  MODELED GRAVITY -    979,192.9   (mgal)                       NAVD 88
 DL7595
 DL7595  VERT ORDER      -  FIRST     CLASS II
 DL7595
 DL7595.The horizontal coordinates were established by autonomous hand held GPS
 DL7595.observations and have an estimated accuracy of +/- 10 meters.
 DL7595
 DL7595.The orthometric height was determined by differential leveling and
 DL7595.adjusted by the NATIONAL GEODETIC SURVEY
 DL7595.in June 2010.
 DL7595
 DL7595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7595.GEOID18 height accuracy estimate available here.
 DL7595
 DL7595.Click photographs - Photos may exist for this station.
 DL7595
 DL7595.The dynamic height is computed by dividing the NAVD 88
 DL7595.geopotential number by the normal gravity value computed on the
 DL7595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7595.degrees latitude (g = 980.6199 gals.).
 DL7595
 DL7595.The modeled gravity was interpolated from observed gravity values.
 DL7595
 DL7595;                    North         East    Units  Estimated Accuracy
 DL7595;SPC FL E     -   450,306.      205,281.      MT  (+/- 10 meters HH2 GPS)
 DL7595
 DL7595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM0527841284(NAD 83)
 DL7595
 DL7595                          SUPERSEDED SURVEY CONTROL
 DL7595
 DL7595.No superseded survey control is available for this station.
 DL7595
 DL7595_MARKER: DD = SURVEY DISK
 DL7595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL7595_STAMPING: BM 08-07-603-1
 DL7595_MARK LOGO: FL-095
 DL7595_PROJECTION: RECESSED 5 CENTIMETERS
 DL7595_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL7595+STABILITY: SURFACE MOTION
 DL7595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7595+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2008
 DL7595
 DL7595  HISTORY     - Date     Condition        Report By
 DL7595  HISTORY     - 2008     MONUMENTED       FL-095
 DL7595  HISTORY     - 20080531 GOOD             FLDEP
 DL7595
 DL7595                          STATION DESCRIPTION
 DL7595
 DL7595'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLN)
 DL7595'THE MARK IS ABOUT 15.0 MI (24.1 KM) WEST-SOUTHWEST OF COURTENAY, 14.6
 DL7595'MI (23.5 KM) SOUTHEAST OF BITHLO, 11.6 MI (18.7 KM) WEST-SOUTHWEST OF
 DL7595'SHARPS, IN SECTION 18, TOWNSHIP 24 SOUTH, RANGE 34 EAST.
 DL7595'
 DL7595'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 50 AND STATE
 DL7595'HIGHWAY 520 NEAR BITHLO, GO SOUTHEAST ON STATE HIGHWAY 520 FOR 9.0 MI
 DL7595'(14.5 KM) TO THE STATE HIGHWAY 528 OVERPASS (A TOLL ROAD).  CONTINUE
 DL7595'SOUTHEAST ON STATE HIGHWAY 520 FOR 4.35 MI (7.0 KM) TO THE MARK ON THE
 DL7595'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DL7595'GROUND AND ABOUT 5.0 FT (1.5 M) BELOW THE LEVEL OF STATE HIGHWAY 520
 DL7595'EASTBOUND LANES.
 DL7595'
 DL7595'LOCATED 135.0 FT (41.1 M) NORTH OF A WOODEN POWER POLE NUMBER 7-11407,
 DL7595'122.0 FT (37.2 M) NORTH OF SURVEY MARK D 717 2008, 97.5 FT (29.7 M)
 DL7595'NORTH-NORTHEAST OF SURVEY MARK BENCH MARK 08-07-603-0, 96.0 FT (29.3
 DL7595'M) NORTH-NORTHWEST OF A WOODEN POST WITH A HYDROLOGIC DATA COLLECTION
 DL7595'SITE NUMBER 0964 ATTACHED, 82.0 FT (25.0 M) WEST-SOUTHWEST OF THE
 DL7595'CENTERLINE OF STATE HIGHWAY 520 EASTBOUND LANES, 30.0 FT (9.1 M)
 DL7595'NORTH-NORTHWEST OF A PVC WITNESS POST NUMBER 0196, 1.3 FT (0.4 M)
 DL7595'EAST-NORTHEAST OF A BARBWIRE FENCE AND 0.9 FT (0.3 M) EAST-NORTHEAST
 DL7595'OF A 4-INCH (10 CM) WOODEN POST WITH A SJRWMD SIGN ATTACHED.
 DL7595'
 DL7595'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL7595'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9516 ***********************************************************************
 AG9516  DESIGNATION -  080
 AG9516  PID         -  AG9516
 AG9516  STATE/COUNTY-  FL/SARASOTA
 AG9516  COUNTRY     -  US
 AG9516  USGS QUAD   -  SARASOTA (2018)
 AG9516
 AG9516                         *CURRENT SURVEY CONTROL
 AG9516  ______________________________________________________________________
 AG9516* NAD 83(2011) POSITION- 27 15 50.78649(N) 082 31 33.63510(W)   ADJUSTED
 AG9516* NAD 83(2011) ELLIP HT-   -19.363 (meters)        (06/27/12)   ADJUSTED
 AG9516* NAD 83(2011) EPOCH   -  2010.00
 AG9516* NAVD 88 ORTHO HEIGHT -     4.9   (meters)       16.    (feet) GPS OBS
 AG9516  ______________________________________________________________________
 AG9516  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9516  GEOID HEIGHT    -        -24.970 (meters)                     GEOID93
 AG9516  GEOID HEIGHT    -        -24.253 (meters)                     GEOID18
 AG9516  NAD 83(2011) X  -    737,989.810 (meters)                     COMP
 AG9516  NAD 83(2011) Y  - -5,625,321.022 (meters)                     COMP
 AG9516  NAD 83(2011) Z  -  2,904,250.920 (meters)                     COMP
 AG9516  LAPLACE CORR    -         -0.29  (seconds)                    DEFLEC18
 AG9516
 AG9516  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9516  Standards:
 AG9516         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9516            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9516  -------------------------------------------------------------------
 AG9516  NETWORK    3.59   8.57           1.45   1.48   4.37      0.01168959
 AG9516  -------------------------------------------------------------------
 AG9516  Click here for local accuracies and other accuracy information.
 AG9516
 AG9516.The horizontal coordinates were established by GPS observations
 AG9516.and adjusted by the National Geodetic Survey in June 2012.
 AG9516
 AG9516.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9516.been affixed to the stable North American tectonic plate. See 
 AG9516.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9516
 AG9516.The horizontal coordinates are valid at the epoch date displayed above
 AG9516.which is a decimal equivalence of Year/Month/Day.
 AG9516
 AG9516.The orthometric height was determined by GPS observations and a
 AG9516.high-resolution geoid model.
 AG9516
 AG9516.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9516.GEOID18 height accuracy estimate available here.
 AG9516
 AG9516.Click photographs - Photos may exist for this station.
 AG9516
 AG9516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9516
 AG9516.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9516
 AG9516.The ellipsoidal height was determined by GPS observations
 AG9516.and is referenced to NAD 83.
 AG9516
 AG9516. The following values were computed from the NAD 83(2011) position.
 AG9516
 AG9516;                    North         East     Units Scale Factor Converg.
 AG9516;SPC FL W     -   324,776.428   147,916.120   MT  0.99997465   -0 14 27.5
 AG9516;SPC FL W     - 1,065,537.33    485,288.14   sFT  0.99997465   -0 14 27.5
 AG9516;UTM  17      - 3,016,609.771   348,941.528   MT  0.99988168   -0 41 57.1
 AG9516
 AG9516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9516!SPC FL W     -   1.00000304  x   0.99997465  =   0.99997769
 AG9516!UTM  17      -   1.00000304  x   0.99988168  =   0.99988472
 AG9516
 AG9516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4894116609(NAD 83)
 AG9516
 AG9516                          SUPERSEDED SURVEY CONTROL
 AG9516
 AG9516  NAD 83(2007)-  27 15 50.78671(N)    082 31 33.63528(W) AD(2002.00) 0
 AG9516  ELLIP H (02/10/07)  -19.352  (m)                       GP(2002.00)    
 AG9516  NAD 83(1999)-  27 15 50.78647(N)    082 31 33.63648(W) AD(       ) 1
 AG9516  ELLIP H (06/19/01)  -19.307  (m)                       GP(       ) 4 1
 AG9516  NAD 83(1990)-  27 15 50.78510(N)    082 31 33.63581(W) AD(       ) 1
 AG9516  ELLIP H (05/09/94)  -19.224  (m)                       GP(       ) 4 2
 AG9516
 AG9516.Superseded values are not recommended for survey control.
 AG9516
 AG9516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9516.See file dsdata.pdf to determine how the superseded data were derived.
 AG9516
 AG9516_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9516_STAMPING: 080
 AG9516_MARK LOGO: FL-115
 AG9516_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9516+STABILITY: SURFACE MOTION
 AG9516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9516+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9516
 AG9516  HISTORY     - Date     Condition        Report By
 AG9516  HISTORY     - 1992     MONUMENTED       FL-115
 AG9516  HISTORY     - 20031023 MARK NOT FOUND   FL-115
 AG9516  HISTORY     - 20160301 MARK NOT FOUND   WANTGP
 AG9516
 AG9516                          STATION DESCRIPTION
 AG9516
 AG9516'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9516'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 72 (STICKNEY
 AG9516'POINT ROAD) AND U.S. HIGHWAY 41 (TAMIAMI TRAIL) IN SARASOTA COUNTY,
 AG9516'GO NORTHWESTERLY ON U.S. HIGHWAY 41 (TAMIAMI TRAIL), 0.25 MI
 AG9516'(0.40 KM) TO THE STATION ON THE LEFT.
 AG9516'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---080---
 AG9516'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9516'5-INCHES BELOW THE GROUND. IT IS 26.3 FT (8.02 M) SOUTHWESTERLY OF
 AG9516'THE CENTERLINE OF U.S. HIGHWAY 41 (TAMIAMI TRAIL) AND 4.2 FT (1.28 M)
 AG9516'SOUTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9516'REFERENCES--
 AG9516'REFERENCE MARK NUMBER 1 IS A CHISEL CUT IN THE NORTHEASTERLY CONCRETE
 AG9516'CURB OF THE SOUTH BOUND LANES OF U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT
 AG9516'IS 10.11 FT (3.08 M) WESTERLY OF SARCO G.P.S. STATION SAR 080 AND
 AG9516'10.89 FT (3.32 M) NORTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9516'REFERENCE MARK NUMBER 2 IS A CHISEL CUT IN THE NORTHEASTERLY CONCRETE
 AG9516'CURB OF THE SOUTH BOUND LANES OF U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT
 AG9516'IS 10.56 FT (3.22 M) SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 080
 AG9516'AND 10.89 FT (3.32 M) SOUTHEASTERLY OF SARCO REFERENCE NO. 1.
 AG9516
 AG9516                          STATION RECOVERY (2003)
 AG9516
 AG9516'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9516'MARK NOT FOUND.
 AG9516
 AG9516                          STATION RECOVERY (2016)
 AG9516
 AG9516'RECOVERY NOTE BY WANTMAN GROUP INC 2016 (DC)
 AG9516'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5015 ***********************************************************************
 DG5015  DESIGNATION -  080016
 DG5015  PID         -  DG5015
 DG5015  STATE/COUNTY-  FL/HERNANDO
 DG5015  COUNTRY     -  US
 DG5015  USGS QUAD   -  ARIPEKA (2018)
 DG5015
 DG5015                         *CURRENT SURVEY CONTROL
 DG5015  ______________________________________________________________________
 DG5015* NAD 83(1986) POSITION- 28 27 03.4    (N) 082 39 44.4    (W)   HD_HELD2
 DG5015* NAVD 88 ORTHO HEIGHT -     2.031 (meters)        6.66  (feet) ADJUSTED
 DG5015  ______________________________________________________________________
 DG5015  GEOID HEIGHT    -        -26.155 (meters)                     GEOID18
 DG5015  DYNAMIC HEIGHT  -          2.028 (meters)        6.65  (feet) COMP
 DG5015  MODELED GRAVITY -    979,203.4   (mgal)                       NAVD 88
 DG5015
 DG5015  VERT ORDER      -  FIRST     CLASS II
 DG5015
 DG5015.The horizontal coordinates were established by autonomous hand held GPS
 DG5015.observations and have an estimated accuracy of +/- 10 meters.
 DG5015
 DG5015.The orthometric height was determined by differential leveling and
 DG5015.adjusted by the NATIONAL GEODETIC SURVEY
 DG5015.in January 2013.
 DG5015
 DG5015.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5015.GEOID18 height accuracy estimate available here.
 DG5015
 DG5015.Click photographs - Photos may exist for this station.
 DG5015
 DG5015.The dynamic height is computed by dividing the NAVD 88
 DG5015.geopotential number by the normal gravity value computed on the
 DG5015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5015.degrees latitude (g = 980.6199 gals.).
 DG5015
 DG5015.The modeled gravity was interpolated from observed gravity values.
 DG5015
 DG5015;                    North         East    Units  Estimated Accuracy
 DG5015;SPC FL W     -   456,360.      135,128.      MT  (+/- 10 meters HH2 GPS)
 DG5015
 DG5015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3722848282(NAD 83)
 DG5015
 DG5015                          SUPERSEDED SURVEY CONTROL
 DG5015
 DG5015  NAVD 88 (08/04/04)    2.009  (m)            6.59   (f) SUPERSEDED  2 1
 DG5015
 DG5015.Superseded values are not recommended for survey control.
 DG5015
 DG5015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5015.See file dsdata.pdf to determine how the superseded data were derived.
 DG5015
 DG5015_MARKER: DD = SURVEY DISK
 DG5015_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG5015_SP_SET: HEADWALL
 DG5015_STAMPING: 080016
 DG5015_MARK LOGO: FLSRD
 DG5015_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5015+STABILITY: SURFACE MOTION
 DG5015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5015+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2018
 DG5015
 DG5015  HISTORY     - Date     Condition        Report By
 DG5015  HISTORY     - 1977     MONUMENTED       FLSRD
 DG5015  HISTORY     - 20020522 GOOD             FLDEP
 DG5015  HISTORY     - 20120710 GOOD             FLDEP
 DG5015  HISTORY     - 20180307 GOOD             FLDEP
 DG5015
 DG5015                          STATION DESCRIPTION
 DG5015
 DG5015'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5015'THE MARK IS ABOUT 7.5 SOUTHWEST OF WEEKI WACHEE SPRINGS, 1.25 MI NORTH
 DG5015'OF ARIPEKA, IN SECTION 25, TOWNSHIP 23 SOUTH, RANGE 16 EAST.
 DG5015'
 DG5015'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 50, 550 (CORTEZ
 DG5015'BOULEVARD) AND U.S. HIGHWAY 19 (COMMERCIAL WAY) IN WEEKI WACHEE
 DG5015'SPRINGS, GO SOUTH ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 5.3 MI TO
 DG5015'THE JUNCTION OF COUNTY ROAD 574 EAST, 595 WEST (SPRING HILL
 DG5015'DRIVE-OSOWAW BOULEVARD), TURN RIGHT ON COUNTY ROAD 595 WEST (OSOWAW
 DG5015'BOULEVARD) AND GO WEST THEN NORTH FOR 0.2 MI TO A 4-WAY STOP AND THE
 DG5015'JUNCTION OF TARPON BOULEVARD ON THE RIGHT, TURN LEFT ON COUNTY ROAD
 DG5015'595 AND GO SOUTHWEST FOR 1.45 MI TO THE JUNCTION OF COUNTY ROAD 597
 DG5015'(SHOAL LINE BOULEVARD) ON THE RIGHT, CONTINUE SOUTHWEST ON COUNTY ROAD
 DG5015'595 FOR 0.8 MI TO THE MARK ON THE LEFT, SET FLUSH IN TOP OF A BOX
 DG5015'CULVERT HEADWALL, ABOUT 1.0 FT ABOVE THE LEVEL OF COUNTY ROAD 595.
 DG5015'
 DG5015'LOCATED 57.3 FT NORTHEAST OF THE SOUTHWEST END OF THE BOX CULVERT
 DG5015'HEADWALL, 23.5 FT SOUTHWEST OF THE NORTHEAST END OF THE BOX CULVERT
 DG5015'HEADWALL, 19.5 FT SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 595 AND
 DG5015'5.5 FT SOUTHEAST OF THE GUARD RAIL.
 DG5015
 DG5015                          STATION RECOVERY (2012)
 DG5015
 DG5015'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (BPJ)
 DG5015'RECOVERED AS DESCRIBED.
 DG5015
 DG5015                          STATION RECOVERY (2018)
 DG5015
 DG5015'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (RPB)
 DG5015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9517 ***********************************************************************
 AG9517  DESIGNATION -  081
 AG9517  PID         -  AG9517
 AG9517  STATE/COUNTY-  FL/SARASOTA
 AG9517  COUNTRY     -  US
 AG9517  USGS QUAD   -  SARASOTA (2018)
 AG9517
 AG9517                         *CURRENT SURVEY CONTROL
 AG9517  ______________________________________________________________________
 AG9517* NAD 83(2011) POSITION- 27 15 26.46775(N) 082 31 11.77429(W)   ADJUSTED
 AG9517* NAD 83(2011) ELLIP HT-   -19.113 (meters)        (06/27/12)   ADJUSTED
 AG9517* NAD 83(2011) EPOCH   -  2010.00
 AG9517* NAVD 88 ORTHO HEIGHT -     5.1   (meters)       17.    (feet) GPS OBS
 AG9517  ______________________________________________________________________
 AG9517  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9517  GEOID HEIGHT    -        -24.960 (meters)                     GEOID93
 AG9517  GEOID HEIGHT    -        -24.243 (meters)                     GEOID18
 AG9517  NAD 83(2011) X  -    738,630.663 (meters)                     COMP
 AG9517  NAD 83(2011) Y  - -5,625,582.933 (meters)                     COMP
 AG9517  NAD 83(2011) Z  -  2,903,585.647 (meters)                     COMP
 AG9517  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 AG9517
 AG9517  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9517  Standards:
 AG9517         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9517            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9517  -------------------------------------------------------------------
 AG9517  NETWORK    3.53   8.51           1.43   1.45   4.34     -0.00141387
 AG9517  -------------------------------------------------------------------
 AG9517  Click here for local accuracies and other accuracy information.
 AG9517
 AG9517.The horizontal coordinates were established by GPS observations
 AG9517.and adjusted by the National Geodetic Survey in June 2012.
 AG9517
 AG9517.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9517.been affixed to the stable North American tectonic plate. See 
 AG9517.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9517
 AG9517.The horizontal coordinates are valid at the epoch date displayed above
 AG9517.which is a decimal equivalence of Year/Month/Day.
 AG9517
 AG9517.The orthometric height was determined by GPS observations and a
 AG9517.high-resolution geoid model.
 AG9517
 AG9517.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9517.GEOID18 height accuracy estimate available here.
 AG9517
 AG9517.Click photographs - Photos may exist for this station.
 AG9517
 AG9517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9517
 AG9517.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9517
 AG9517.The ellipsoidal height was determined by GPS observations
 AG9517.and is referenced to NAD 83.
 AG9517
 AG9517. The following values were computed from the NAD 83(2011) position.
 AG9517
 AG9517;                    North         East     Units Scale Factor Converg.
 AG9517;SPC FL W     -   324,025.412   148,514.293   MT  0.99997389   -0 14 17.3
 AG9517;SPC FL W     - 1,063,073.37    487,250.64   sFT  0.99997389   -0 14 17.3
 AG9517;UTM  17      - 3,015,854.066   349,533.621   MT  0.99987948   -0 41 46.5
 AG9517
 AG9517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9517!SPC FL W     -   1.00000300  x   0.99997389  =   0.99997689
 AG9517!UTM  17      -   1.00000300  x   0.99987948  =   0.99988248
 AG9517
 AG9517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4953315854(NAD 83)
 AG9517
 AG9517                          SUPERSEDED SURVEY CONTROL
 AG9517
 AG9517  NAD 83(2007)-  27 15 26.46798(N)    082 31 11.77448(W) AD(2002.00) 0
 AG9517  ELLIP H (02/10/07)  -19.102  (m)                       GP(2002.00)    
 AG9517  NAD 83(1999)-  27 15 26.46773(N)    082 31 11.77568(W) AD(       ) 1
 AG9517  ELLIP H (06/19/01)  -19.057  (m)                       GP(       ) 4 1
 AG9517  NAD 83(1990)-  27 15 26.46636(N)    082 31 11.77501(W) AD(       ) 1
 AG9517  ELLIP H (05/09/94)  -18.974  (m)                       GP(       ) 4 2
 AG9517
 AG9517.Superseded values are not recommended for survey control.
 AG9517
 AG9517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9517.See file dsdata.pdf to determine how the superseded data were derived.
 AG9517
 AG9517_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9517_STAMPING: 081
 AG9517_MARK LOGO: FL-115
 AG9517_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9517+STABILITY: SURFACE MOTION
 AG9517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9517+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9517
 AG9517  HISTORY     - Date     Condition        Report By
 AG9517  HISTORY     - 1992     MONUMENTED       FL-115
 AG9517  HISTORY     - 20031023 MARK NOT FOUND   FL-115
 AG9517  HISTORY     - 20160301 MARK NOT FOUND   WANTGP
 AG9517
 AG9517                          STATION DESCRIPTION
 AG9517
 AG9517'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9517'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 72 (STICKNEY
 AG9517'POINT ROAD) AND U.S. HIGHWAY 41 (TAMIAMI TRAIL) IN SARASOTA COUNTY,
 AG9517'GO SOUTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL), 0.25 MI (0.40 KM) TO THE
 AG9517'STATION ON THE RIGHT.
 AG9517'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---081---
 AG9517'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9517'4-INCHES BELOW THE GROUND. IT IS 28.2 FT (8.60 M) WESTERLY OF THE
 AG9517'CENTERLINE OF THE SOUTH BOUND LANES OF U.S. HIGHWAY 41 (TAMIAMI
 AG9517'TRAIL), AND 16.4 FT (5.00 M) EASTERLY OF A SURVEY MARKER WITNESS POST
 AG9517'.
 AG9517'REFERENCES--
 AG9517'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9517'REFERENCE TAG AND P.K. NAIL SET IN THE WESTERLY EDGE OF ASPHALT
 AG9517'PAVEMENT ROAD BED FOR U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT IS 12.17 FT
 AG9517'(3.71 M) NORTHEASTERLY OF SARCO G.P.S. STATION SAR 081, AND 16.14 FT
 AG9517'(4.92 M) NORTHERLY OF SARCO REFERENCE NO. 2.
 AG9517'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9517'REFERENCE TAG AND P.K. NAIL SET IN THE WESTERLY EDGE OF ASPHALT
 AG9517'PAVEMENT ROAD BED FOR U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT IS 13.02 FT
 AG9517'(3.97 M) SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 081, AND 16.14 FT
 AG9517'(4.92 M) SOUTHERLY OF SARCO REFERENCE NO. 1.
 AG9517
 AG9517                          STATION RECOVERY (2003)
 AG9517
 AG9517'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9517'MARK NOT FOUND.
 AG9517
 AG9517                          STATION RECOVERY (2016)
 AG9517
 AG9517'RECOVERY NOTE BY WANTMAN GROUP INC 2016 (DC)
 AG9517'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9518 ***********************************************************************
 AG9518  DESIGNATION -  082
 AG9518  PID         -  AG9518
 AG9518  STATE/COUNTY-  FL/SARASOTA
 AG9518  COUNTRY     -  US
 AG9518  USGS QUAD   -  LAUREL (2018)
 AG9518
 AG9518                         *CURRENT SURVEY CONTROL
 AG9518  ______________________________________________________________________
 AG9518* NAD 83(2011) POSITION- 27 13 57.48814(N) 082 29 50.07839(W)   ADJUSTED
 AG9518* NAD 83(2011) ELLIP HT-   -20.207 (meters)        (06/27/12)   ADJUSTED
 AG9518* NAD 83(2011) EPOCH   -  2010.00
 AG9518* NAVD 88 ORTHO HEIGHT -     4.011 (meters)       13.16  (feet) ADJUSTED
 AG9518  ______________________________________________________________________
 AG9518  GEOID HEIGHT    -        -24.206 (meters)                     GEOID18
 AG9518  NAD 83(2011) X  -    741,022.332 (meters)                     COMP
 AG9518  NAD 83(2011) Y  - -5,626,532.039 (meters)                     COMP
 AG9518  NAD 83(2011) Z  -  2,901,150.224 (meters)                     COMP
 AG9518  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 AG9518  DYNAMIC HEIGHT  -          4.005 (meters)       13.14  (feet) COMP
 AG9518  MODELED GRAVITY -    979,127.3   (mgal)                       NAVD 88
 AG9518
 AG9518  VERT ORDER      -  FIRST     CLASS II
 AG9518
 AG9518  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9518  Standards:
 AG9518         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9518            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9518  -------------------------------------------------------------------
 AG9518  NETWORK    3.56   8.60           1.46   1.45   4.39     -0.02104834
 AG9518  -------------------------------------------------------------------
 AG9518  Click here for local accuracies and other accuracy information.
 AG9518
 AG9518.The horizontal coordinates were established by GPS observations
 AG9518.and adjusted by the National Geodetic Survey in June 2012.
 AG9518
 AG9518.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9518.been affixed to the stable North American tectonic plate. See 
 AG9518.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9518
 AG9518.The horizontal coordinates are valid at the epoch date displayed above
 AG9518.which is a decimal equivalence of Year/Month/Day.
 AG9518
 AG9518.The orthometric height was determined by differential leveling and
 AG9518.adjusted by the NATIONAL GEODETIC SURVEY
 AG9518.in May 2008.
 AG9518
 AG9518.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9518.GEOID18 height accuracy estimate available here.
 AG9518
 AG9518.Click photographs - Photos may exist for this station.
 AG9518
 AG9518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9518
 AG9518.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9518
 AG9518.The ellipsoidal height was determined by GPS observations
 AG9518.and is referenced to NAD 83.
 AG9518
 AG9518.The dynamic height is computed by dividing the NAVD 88
 AG9518.geopotential number by the normal gravity value computed on the
 AG9518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9518.degrees latitude (g = 980.6199 gals.).
 AG9518
 AG9518.The modeled gravity was interpolated from observed gravity values.
 AG9518
 AG9518. The following values were computed from the NAD 83(2011) position.
 AG9518
 AG9518;                    North         East     Units Scale Factor Converg.
 AG9518;SPC FL W     -   321,277.599   150,750.603   MT  0.99997111   -0 13 39.2
 AG9518;SPC FL W     - 1,054,058.26    494,587.60   sFT  0.99997111   -0 13 39.2
 AG9518;UTM  17      - 3,013,088.737   351,747.684   MT  0.99987132   -0 41 07.0
 AG9518
 AG9518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9518!SPC FL W     -   1.00000317  x   0.99997111  =   0.99997428
 AG9518!UTM  17      -   1.00000317  x   0.99987132  =   0.99987449
 AG9518
 AG9518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5174713088(NAD 83)
 AG9518
 AG9518                          SUPERSEDED SURVEY CONTROL
 AG9518
 AG9518  NAD 83(2007)-  27 13 57.48836(N)    082 29 50.07858(W) AD(2002.00) 0
 AG9518  ELLIP H (02/10/07)  -20.196  (m)                       GP(2002.00)    
 AG9518  NAD 83(1999)-  27 13 57.48810(N)    082 29 50.07979(W) AD(       ) 1
 AG9518  ELLIP H (06/19/01)  -20.149  (m)                       GP(       ) 4 1
 AG9518  NAD 83(1990)-  27 13 57.48674(N)    082 29 50.07911(W) AD(       ) 1
 AG9518  ELLIP H (05/09/94)  -20.068  (m)                       GP(       ) 4 2
 AG9518  NAVD 88 (05/09/94)    4.0    (m)  GEOID93  model used  GPS OBS        
 AG9518
 AG9518.Superseded values are not recommended for survey control.
 AG9518
 AG9518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9518.See file dsdata.pdf to determine how the superseded data were derived.
 AG9518
 AG9518_MARKER: DD = SURVEY DISK
 AG9518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9518_STAMPING: SAR 082
 AG9518_MARK LOGO: FL-115
 AG9518_PROJECTION: RECESSED 10 CENTIMETERS
 AG9518_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9518+STABILITY: SURFACE MOTION
 AG9518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9518+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2016
 AG9518
 AG9518  HISTORY     - Date     Condition        Report By
 AG9518  HISTORY     - 1992     MONUMENTED       FL-115
 AG9518  HISTORY     - 1992     GOOD             FLDEP
 AG9518  HISTORY     - 20050919 GOOD             FLDEP
 AG9518  HISTORY     - 20160302 GOOD             WANTGP
 AG9518  HISTORY     - 20220109 MARK NOT FOUND   USPSQD
 AG9518
 AG9518                          STATION DESCRIPTION
 AG9518
 AG9518'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9518'THE STATION IS LOCATED 60.2 FT (18.35 M) SOUTHWESTERLY OF THE
 AG9518'CENTERLINE OF U.S. HIGHWAY 41 (TAMIAMI TRAIL) AND 107.5 FT (32.77 M)
 AG9518'EASTERLY OF THE CENTERLINE OF VAMO ROAD IN SARASOTA COUNTY.
 AG9518'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---082---
 AG9518'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9518'6-INCHES BELOW THE GROUND. IT IS 35.1 FT (10.70 M) NORTHEASTERLY OF A
 AG9518'WOODEN POWER POLE NUMBER 3-45, 27.5 FT (8.38 M) NORTHEASTERLY OF A
 AG9518'SURVEY MARKER WITNESS POST, AND 49.5 FT (15.09 M) NORTHWESTERLY OF A
 AG9518'10-INCH PALM TREE.
 AG9518
 AG9518                          STATION RECOVERY (1992)
 AG9518
 AG9518'RECOVERY NOTE BY FL DEPT OF ENV PRO 1992 (JLM)
 AG9518'RECOVERED AS DESCRIBED.
 AG9518
 AG9518                          STATION RECOVERY (2005)
 AG9518
 AG9518'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG9518'THE MARK IS ABOUT 6.0 MI SOUTH OF SARASOTA IN SECTION 27, TOWNSHIP 37
 AG9518'SOUTH, RANGE 18 EAST.
 AG9518'
 AG9518'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND U.S.
 AG9518'HIGHWAY 41 IN SARASOTA, GO SOUTHEAST ON U.S. HIGHWAY 41 (TAMIAMI
 AG9518'TRAIL) FOR 2.5 MI TO THE INTERSECTION OF BENEVA ROAD ON THE LEFT, VAMO
 AG9518'ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 AG9518'CONCRETE MONUMENT RECESSED 4 INCHES BELOW THE LEVEL OF THE GROUND AND
 AG9518'ABOUT 0.5 FT BELOW THE LEVEL OF U.S. HIGHWAY 41 SOUTHBOUND.
 AG9518'
 AG9518'LOCATED 98.5 FT EAST OF THE APPROXIMATE CENTERLINE OF VAMO ROAD
 AG9518'NORTHBOUND LANE, 35.3 FT EAST OF WOODEN POWER POLE NUMBER 5 1760 6780
 AG9518'00, 32.5 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 41
 AG9518'SOUTHBOUND AND 27.4 FT NORTHEAST OF A METAL WITNESS POST.
 AG9518
 AG9518                          STATION RECOVERY (2016)
 AG9518
 AG9518'RECOVERY NOTE BY WANTMAN GROUP INC 2016 (DC)
 AG9518'RECOVERED IN GOOD CONDITION.
 AG9518
 AG9518                          STATION RECOVERY (2022)
 AG9518
 AG9518'RECOVERY NOTE BY US POWER SQUADRON 2022 (GLC)
 AG9518'A TURN LANE WAS PUT IN OVER IT AND IT IS NOW MISSING.  I HAVE TAKEN
 AG9518'PICTURE POINTING OUT WHERE IT WAS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9519 ***********************************************************************
 AG9519  DESIGNATION -  083
 AG9519  PID         -  AG9519
 AG9519  STATE/COUNTY-  FL/SARASOTA
 AG9519  COUNTRY     -  US
 AG9519  USGS QUAD   -  BIRD KEYS (2018)
 AG9519
 AG9519                         *CURRENT SURVEY CONTROL
 AG9519  ______________________________________________________________________
 AG9519* NAD 83(2011) POSITION- 27 14 20.12406(N) 082 30 14.20780(W)   ADJUSTED
 AG9519* NAD 83(2011) ELLIP HT-   -19.841 (meters)        (06/27/12)   ADJUSTED
 AG9519* NAD 83(2011) EPOCH   -  2010.00
 AG9519* NAVD 88 ORTHO HEIGHT -     4.4   (meters)       14.    (feet) GPS OBS
 AG9519  ______________________________________________________________________
 AG9519  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9519  GEOID HEIGHT    -        -24.950 (meters)                     GEOID93
 AG9519  GEOID HEIGHT    -        -24.215 (meters)                     GEOID18
 AG9519  NAD 83(2011) X  -    740,322.565 (meters)                     COMP
 AG9519  NAD 83(2011) Y  - -5,626,302.876 (meters)                     COMP
 AG9519  NAD 83(2011) Z  -  2,901,769.872 (meters)                     COMP
 AG9519  LAPLACE CORR    -         -0.33  (seconds)                    DEFLEC18
 AG9519
 AG9519  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9519  Standards:
 AG9519         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9519            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9519  -------------------------------------------------------------------
 AG9519  NETWORK    3.54   8.57           1.45   1.44   4.37     -0.02418118
 AG9519  -------------------------------------------------------------------
 AG9519  Click here for local accuracies and other accuracy information.
 AG9519
 AG9519.The horizontal coordinates were established by GPS observations
 AG9519.and adjusted by the National Geodetic Survey in June 2012.
 AG9519
 AG9519.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9519.been affixed to the stable North American tectonic plate. See 
 AG9519.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9519
 AG9519.The horizontal coordinates are valid at the epoch date displayed above
 AG9519.which is a decimal equivalence of Year/Month/Day.
 AG9519
 AG9519.The orthometric height was determined by GPS observations and a
 AG9519.high-resolution geoid model.
 AG9519
 AG9519.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9519.GEOID18 height accuracy estimate available here.
 AG9519
 AG9519.Click photographs - Photos may exist for this station.
 AG9519
 AG9519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9519
 AG9519.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9519
 AG9519.The ellipsoidal height was determined by GPS observations
 AG9519.and is referenced to NAD 83.
 AG9519
 AG9519. The following values were computed from the NAD 83(2011) position.
 AG9519
 AG9519;                    North         East     Units Scale Factor Converg.
 AG9519;SPC FL W     -   321,976.957   150,089.539   MT  0.99997192   -0 13 50.4
 AG9519;SPC FL W     - 1,056,352.73    492,418.76   sFT  0.99997192   -0 13 50.4
 AG9519;UTM  17      - 3,013,793.284   351,092.294   MT  0.99987372   -0 41 18.6
 AG9519
 AG9519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9519!SPC FL W     -   1.00000312  x   0.99997192  =   0.99997504
 AG9519!UTM  17      -   1.00000312  x   0.99987372  =   0.99987684
 AG9519
 AG9519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5109213793(NAD 83)
 AG9519
 AG9519                          SUPERSEDED SURVEY CONTROL
 AG9519
 AG9519  NAD 83(2007)-  27 14 20.12428(N)    082 30 14.20799(W) AD(2002.00) 0
 AG9519  ELLIP H (02/10/07)  -19.830  (m)                       GP(2002.00)    
 AG9519  NAD 83(1999)-  27 14 20.12403(N)    082 30 14.20920(W) AD(       ) 1
 AG9519  ELLIP H (06/19/01)  -19.783  (m)                       GP(       ) 4 1
 AG9519  NAD 83(1990)-  27 14 20.12266(N)    082 30 14.20852(W) AD(       ) 1
 AG9519  ELLIP H (05/09/94)  -19.702  (m)                       GP(       ) 4 2
 AG9519
 AG9519.Superseded values are not recommended for survey control.
 AG9519
 AG9519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9519.See file dsdata.pdf to determine how the superseded data were derived.
 AG9519
 AG9519_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9519_STAMPING: 083
 AG9519_MARK LOGO: FL-115
 AG9519_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9519+STABILITY: SURFACE MOTION
 AG9519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9519+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9519
 AG9519  HISTORY     - Date     Condition        Report By
 AG9519  HISTORY     - 1992     MONUMENTED       FL-115
 AG9519
 AG9519                          STATION DESCRIPTION
 AG9519
 AG9519'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9519'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AG9519'TRAIL), BENEVA ROAD TO THE NORTH, AND VAMO ROAD TO THE SOUTH, GO
 AG9519'NORTHWESTERLY OF U.S. HIGHWAY 41 (TAMIAMI TRAIL), 0.5 MI (0.80 KM) TO
 AG9519'THE STATION ON THE LEFT.
 AG9519'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---083---
 AG9519'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9519'5-INCHES BELOW THE GROUND.  IT IS 34.5 FT (10.52 M) SOUTHWESTERLY OF
 AG9519'THE NORTH BOUND LANE CENTERLINE  OF U.S. HIGHWAY 41 (TAMIAMI TRAIL),
 AG9519'32.6 FT (9.94 M) NORTHEASTERLY OF THE SOUTH BOUND LANE CENTERLINE OF
 AG9519'U.S. HIGHWAY 41 (TAMIAMI TRAIL), AND 123.7 FT (37.70 M) NORTHWESTERLY
 AG9519'OF THE BACK OF CURB OF THE MEDIAN OPENING. ALSO, THE STATION IS 152.9
 AG9519'FT (46.60 M) NORTHEASTERLY OF A WOODEN POWER POLE ON THE SOUTH BOUND
 AG9519'SIDE OF U.S. HIGHWAY 41 (TAMIAMI TRAIL), 92.22 FT (28.11 M)
 AG9519'NORTHEASTERLY OF A FIRE HYDRANT ON THE SOUTH BOUND SIDE OF U.S.
 AG9519'HIGHWAY 41 (TAMIAMI TRAIL), 155.3 FT (47.34 M) SOUTHEASTERLY OF A
 AG9519'WOODEN POWER POLE ON THE SOUTH BOUND SIDE OF U.S. HIGHWAY 41 (TAMIAMI
 AG9519'TRAIL), AND 102.7 FT (31.30 M) SOUTHWESTERLY OF A WOODEN POWER POLE
 AG9519'NUMBER 7887 ON THE NORTH BOUND SIDE OF U.S. HIGHWAY 41 (TAMIAMI
 AG9519'TRAIL).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1745 ***********************************************************************
 AQ1745  DESIGNATION -  0833 SW CORNER
 AQ1745  PID         -  AQ1745
 AQ1745  STATE/COUNTY-  FL/FLAGLER
 AQ1745  COUNTRY     -  US
 AQ1745  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 AQ1745
 AQ1745                         *CURRENT SURVEY CONTROL
 AQ1745  ______________________________________________________________________
 AQ1745* NAD 83(1986) POSITION- 29 28 40.     (N) 081 08 10.     (W)   SCALED
 AQ1745* NAVD 88 ORTHO HEIGHT -     5.244 (meters)       17.20  (feet) ADJUSTED
 AQ1745  ______________________________________________________________________
 AQ1745  GEOID HEIGHT    -        -28.658 (meters)                     GEOID18
 AQ1745  DYNAMIC HEIGHT  -          5.237 (meters)       17.18  (feet) COMP
 AQ1745  MODELED GRAVITY -    979,288.7   (mgal)                       NAVD 88
 AQ1745
 AQ1745  VERT ORDER      -  FIRST     CLASS II
 AQ1745
 AQ1745.The horizontal coordinates were scaled from a map and have
 AQ1745.an estimated accuracy of +/- 6 seconds.
 AQ1745
 AQ1745.The orthometric height was determined by differential leveling and
 AQ1745.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1745.in May 1994.
 AQ1745
 AQ1745.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1745.GEOID18 height accuracy estimate available here.
 AQ1745
 AQ1745.Click photographs - Photos may exist for this station.
 AQ1745
 AQ1745.The dynamic height is computed by dividing the NAVD 88
 AQ1745.geopotential number by the normal gravity value computed on the
 AQ1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1745.degrees latitude (g = 980.6199 gals.).
 AQ1745
 AQ1745.The modeled gravity was interpolated from observed gravity values.
 AQ1745
 AQ1745;                    North         East    Units  Estimated Accuracy
 AQ1745;SPC FL E     -   569,990.      186,800.      MT  (+/- 180 meters Scaled)
 AQ1745
 AQ1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN868609(NAD 83)
 AQ1745
 AQ1745                          SUPERSEDED SURVEY CONTROL
 AQ1745
 AQ1745  NAVD 88 (06/15/91)    5.243  (m)           17.20   (f) SUPERSEDED  2 1
 AQ1745  NGVD 29 (09/01/92)    5.564  (m)           18.25   (f) ADJUSTED    1 2
 AQ1745
 AQ1745.Superseded values are not recommended for survey control.
 AQ1745
 AQ1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1745.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1745
 AQ1745_MARKER: DD = SURVEY DISK
 AQ1745_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AQ1745_SP_SET: BRIDGE ABUTMENT
 AQ1745_STAMPING: 0833 SW
 AQ1745_MARK LOGO: FLDT
 AQ1745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1745+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1991
 AQ1745
 AQ1745  HISTORY     - Date     Condition        Report By
 AQ1745  HISTORY     - UNK      MONUMENTED       FLDT
 AQ1745  HISTORY     - 1978     GOOD             FLDNR
 AQ1745  HISTORY     - 1987     GOOD             FLDNR
 AQ1745  HISTORY     - 1990     GOOD             USPSQD
 AQ1745  HISTORY     - 19910408 GOOD             NGS
 AQ1745  HISTORY     - 20210226 MARK NOT FOUND   GEOCAC
 AQ1745
 AQ1745                          STATION DESCRIPTION
 AQ1745
 AQ1745'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1745'FLAGLER BEACH.
 AQ1745'BEGIN AT THE INTERSECTION OF US HIGHWAY A1A AND STATE ROAD  100,
 AQ1745'PROCEED WEST 0.55 MILE ALONG STATE ROAD 100 TO THE MARK AT A BRIDGE
 AQ1745'ON SR 100. THE MARK BEARS 20 FT S OF THE CENTERLINE OF THE BRIDGE,
 AQ1745'.5 FEET WEST OF THE END OF THE BRIDGE AND 1.2 FEET SOUTH OF THE
 AQ1745'EDGE OF THE BRIDGE.
 AQ1745
 AQ1745                          STATION RECOVERY (1987)
 AQ1745
 AQ1745'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1745'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE MARK WAS STAMPED BY
 AQ1745'THIS PARTY ON MARCH 19, 1987.
 AQ1745
 AQ1745                          STATION RECOVERY (1990)
 AQ1745
 AQ1745'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1745'RECOVERED IN GOOD CONDITION.
 AQ1745
 AQ1745                          STATION RECOVERY (1991)
 AQ1745
 AQ1745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1745'1.0 KM (0.6 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE INTERSECTION
 AQ1745'OF STATE HIGHWAY A1A IN FLAGLER BEACH, IN TOP OF AND 0.6 M (2.0 FT)
 AQ1745'NORTHWEST OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF A
 AQ1745'HIGHWAY BRIDGE SPANNING THE ATLANTIC INTRACOASTAL WATERWAY, 6.0 M
 AQ1745'(19.7 FT) SOUTHEAST OF THE HIGHWAY CENTERLINE, AND 0.2 M (0.7 FT)
 AQ1745'ABOVE THE LEVEL OF THE HIGHWAY.
 AQ1745
 AQ1745                          STATION RECOVERY (2021)
 AQ1745
 AQ1745'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1745'THE BRIDGE HAS BEEN REPLACED AND THE ABUTMENTS HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9520 ***********************************************************************
 AG9520  DESIGNATION -  085
 AG9520  PID         -  AG9520
 AG9520  STATE/COUNTY-  FL/SARASOTA
 AG9520  COUNTRY     -  US
 AG9520  USGS QUAD   -  MURDOCK (2018)
 AG9520
 AG9520                         *CURRENT SURVEY CONTROL
 AG9520  ______________________________________________________________________
 AG9520* NAD 83(2011) POSITION- 27 07 12.68363(N) 082 09 19.05880(W)   ADJUSTED
 AG9520* NAD 83(2011) ELLIP HT-   -15.721 (meters)        (06/27/12)   ADJUSTED
 AG9520* NAD 83(2011) EPOCH   -  2010.00
 AG9520* NAVD 88 ORTHO HEIGHT -     8.469 (meters)       27.79  (feet) ADJUSTED
 AG9520  ______________________________________________________________________
 AG9520  GEOID HEIGHT    -        -24.183 (meters)                     GEOID18
 AG9520  NAD 83(2011) X  -    775,366.193 (meters)                     COMP
 AG9520  NAD 83(2011) Y  - -5,627,650.744 (meters)                     COMP
 AG9520  NAD 83(2011) Z  -  2,890,068.108 (meters)                     COMP
 AG9520  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 AG9520  DYNAMIC HEIGHT  -          8.456 (meters)       27.74  (feet) COMP
 AG9520  MODELED GRAVITY -    979,123.6   (mgal)                       NAVD 88
 AG9520
 AG9520  VERT ORDER      -  SECOND    CLASS I
 AG9520
 AG9520  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9520  Standards:
 AG9520         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9520            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9520  -------------------------------------------------------------------
 AG9520  NETWORK    2.79   5.74           1.10   1.18   2.93      0.06867232
 AG9520  -------------------------------------------------------------------
 AG9520  Click here for local accuracies and other accuracy information.
 AG9520
 AG9520.The horizontal coordinates were established by GPS observations
 AG9520.and adjusted by the National Geodetic Survey in June 2012.
 AG9520
 AG9520.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9520.been affixed to the stable North American tectonic plate. See 
 AG9520.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9520
 AG9520.The horizontal coordinates are valid at the epoch date displayed above
 AG9520.which is a decimal equivalence of Year/Month/Day.
 AG9520
 AG9520.The orthometric height was determined by differential leveling and
 AG9520.adjusted by the NATIONAL GEODETIC SURVEY
 AG9520.in July 2009.
 AG9520
 AG9520.No vertical observational check was made to the station.
 AG9520
 AG9520.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9520.GEOID18 height accuracy estimate available here.
 AG9520
 AG9520.Click photographs - Photos may exist for this station.
 AG9520
 AG9520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9520
 AG9520.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9520
 AG9520.The ellipsoidal height was determined by GPS observations
 AG9520.and is referenced to NAD 83.
 AG9520
 AG9520.The dynamic height is computed by dividing the NAVD 88
 AG9520.geopotential number by the normal gravity value computed on the
 AG9520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9520.degrees latitude (g = 980.6199 gals.).
 AG9520
 AG9520.The modeled gravity was interpolated from observed gravity values.
 AG9520
 AG9520. The following values were computed from the NAD 83(2011) position.
 AG9520
 AG9520;                    North         East     Units Scale Factor Converg.
 AG9520;SPC FL W     -   308,730.357   184,603.616   MT  0.99994410   -0 04 14.9
 AG9520;SPC FL W     - 1,012,892.85    605,653.70   sFT  0.99994410   -0 04 14.9
 AG9520;UTM  17      - 3,000,273.793   385,494.823   MT  0.99976185   -0 31 36.1
 AG9520
 AG9520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9520!SPC FL W     -   1.00000247  x   0.99994410  =   0.99994657
 AG9520!UTM  17      -   1.00000247  x   0.99976185  =   0.99976432
 AG9520
 AG9520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8549400273(NAD 83)
 AG9520
 AG9520                          SUPERSEDED SURVEY CONTROL
 AG9520
 AG9520  NAD 83(2007)-  27 07 12.68377(N)    082 09 19.05930(W) AD(2002.00) 0
 AG9520  ELLIP H (02/10/07)  -15.720  (m)                       GP(2002.00)    
 AG9520  NAD 83(1999)-  27 07 12.68380(N)    082 09 19.05957(W) AD(       ) 1
 AG9520  ELLIP H (06/19/01)  -15.690  (m)                       GP(       ) 4 1
 AG9520  NAD 83(1990)-  27 07 12.68224(N)    082 09 19.05948(W) AD(       ) 1
 AG9520  ELLIP H (05/09/94)  -15.536  (m)                       GP(       ) 4 2
 AG9520  NAVD 88 (05/09/94)    8.5    (m)  GEOID93  model used  GPS OBS        
 AG9520
 AG9520.Superseded values are not recommended for survey control.
 AG9520
 AG9520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9520.See file dsdata.pdf to determine how the superseded data were derived.
 AG9520
 AG9520_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9520_STAMPING: 085
 AG9520_MARK LOGO: FL-115
 AG9520_PROJECTION: RECESSED 15 CENTIMETERS
 AG9520_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9520+STABILITY: SURFACE MOTION
 AG9520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9520+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2007
 AG9520
 AG9520  HISTORY     - Date     Condition        Report By
 AG9520  HISTORY     - 1992     MONUMENTED       FL-115
 AG9520  HISTORY     - 20070914 GOOD             FLDEP
 AG9520
 AG9520                          STATION DESCRIPTION
 AG9520
 AG9520'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9520'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND TOLEDO
 AG9520'BLADE BOULEVARD IN SARASOTA COUNTY, GO NORTH ON TOLEDO BLADE
 AG9520'BOULEVARD, 1.5 MI (2.41 KM) TO THE STATION ON THE RIGHT.
 AG9520'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---085---
 AG9520'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9520'6-INCHES BELOW THE GROUND. IT IS 213.25 FT (65.00 M) NORTHEASTERLY OF
 AG9520'A NAIL AND TARGET ON THE CENTERLINE OF TOLEDO BLADE BOULEVARD, 76 FT
 AG9520'(23.16 M) NORTHEASTERLY OF A DRAINAGE DITCH, 22.3 FT (6.80 M)
 AG9520'SOUTHEASTERLY OF THE SWING SIDE OF A METAL GATE ON THE NORTHERLY
 AG9520'BOUNDARY OF THE NORTH PORT CITY LIMITS, AND 1.1 FT (0.34 M) SOUTHERLY
 AG9520'OF A SURVEY MARKER WITNESS POST.
 AG9520'REFERENCES--
 AG9520'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO) P.K.
 AG9520'NAIL AND DISK SET IN THE TOP OF A FENCE POST. IT IS 22.92 FT (6.99 M)
 AG9520'SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 085.
 AG9520'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO) P.K.
 AG9520'NAIL AND DISK SET IN THE TOP OF A FENCE POST. IT IS 19.12 FT (5.83 M)
 AG9520'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 085.
 AG9520
 AG9520                          STATION RECOVERY (2007)
 AG9520
 AG9520'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG9520'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9521 ***********************************************************************
 AG9521  DESIGNATION -  086
 AG9521  PID         -  AG9521
 AG9521  STATE/COUNTY-  FL/SARASOTA
 AG9521  COUNTRY     -  US
 AG9521  USGS QUAD   -  MURDOCK (2018)
 AG9521
 AG9521                         *CURRENT SURVEY CONTROL
 AG9521  ______________________________________________________________________
 AG9521* NAD 83(2011) POSITION- 27 06 39.16206(N) 082 09 19.48268(W)   ADJUSTED
 AG9521* NAD 83(2011) ELLIP HT-   -15.753 (meters)        (06/27/12)   ADJUSTED
 AG9521* NAD 83(2011) EPOCH   -  2010.00
 AG9521* NAVD 88 ORTHO HEIGHT -     8.411 (meters)       27.60  (feet) ADJUSTED
 AG9521  ______________________________________________________________________
 AG9521  GEOID HEIGHT    -        -24.162 (meters)                     GEOID18
 AG9521  NAD 83(2011) X  -    775,418.809 (meters)                     COMP
 AG9521  NAD 83(2011) Y  - -5,628,118.174 (meters)                     COMP
 AG9521  NAD 83(2011) Z  -  2,889,149.729 (meters)                     COMP
 AG9521  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 AG9521  DYNAMIC HEIGHT  -          8.398 (meters)       27.55  (feet) COMP
 AG9521  MODELED GRAVITY -    979,123.8   (mgal)                       NAVD 88
 AG9521
 AG9521  VERT ORDER      -  SECOND    CLASS I
 AG9521
 AG9521  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9521  Standards:
 AG9521         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9521            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9521  -------------------------------------------------------------------
 AG9521  NETWORK    2.74   5.70           1.08   1.16   2.91      0.03289254
 AG9521  -------------------------------------------------------------------
 AG9521  Click here for local accuracies and other accuracy information.
 AG9521
 AG9521.The horizontal coordinates were established by GPS observations
 AG9521.and adjusted by the National Geodetic Survey in June 2012.
 AG9521
 AG9521.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9521.been affixed to the stable North American tectonic plate. See 
 AG9521.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9521
 AG9521.The horizontal coordinates are valid at the epoch date displayed above
 AG9521.which is a decimal equivalence of Year/Month/Day.
 AG9521
 AG9521.The orthometric height was determined by differential leveling and
 AG9521.adjusted by the NATIONAL GEODETIC SURVEY
 AG9521.in July 2009.
 AG9521
 AG9521.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9521.GEOID18 height accuracy estimate available here.
 AG9521
 AG9521.Click photographs - Photos may exist for this station.
 AG9521
 AG9521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9521
 AG9521.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9521
 AG9521.The ellipsoidal height was determined by GPS observations
 AG9521.and is referenced to NAD 83.
 AG9521
 AG9521.The dynamic height is computed by dividing the NAVD 88
 AG9521.geopotential number by the normal gravity value computed on the
 AG9521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9521.degrees latitude (g = 980.6199 gals.).
 AG9521
 AG9521.The modeled gravity was interpolated from observed gravity values.
 AG9521
 AG9521. The following values were computed from the NAD 83(2011) position.
 AG9521
 AG9521;                    North         East     Units Scale Factor Converg.
 AG9521;SPC FL W     -   307,698.661   184,590.666   MT  0.99994411   -0 04 15.0
 AG9521;SPC FL W     - 1,009,508.02    605,611.21   sFT  0.99994411   -0 04 15.0
 AG9521;UTM  17      - 2,999,242.421   385,473.670   MT  0.99976191   -0 31 35.7
 AG9521
 AG9521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9521!SPC FL W     -   1.00000247  x   0.99994411  =   0.99994658
 AG9521!UTM  17      -   1.00000247  x   0.99976191  =   0.99976438
 AG9521
 AG9521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8547399242(NAD 83)
 AG9521
 AG9521                          SUPERSEDED SURVEY CONTROL
 AG9521
 AG9521  NAD 83(2007)-  27 06 39.16220(N)    082 09 19.48318(W) AD(2002.00) 0
 AG9521  ELLIP H (02/10/07)  -15.752  (m)                       GP(2002.00)    
 AG9521  NAD 83(1999)-  27 06 39.16221(N)    082 09 19.48347(W) AD(       ) 1
 AG9521  ELLIP H (06/19/01)  -15.722  (m)                       GP(       ) 4 1
 AG9521  NAD 83(1990)-  27 06 39.16067(N)    082 09 19.48336(W) AD(       ) 1
 AG9521  ELLIP H (05/09/94)  -15.571  (m)                       GP(       ) 4 2
 AG9521  NAVD 88 (05/09/94)    8.4    (m)  GEOID93  model used  GPS OBS        
 AG9521
 AG9521.Superseded values are not recommended for survey control.
 AG9521
 AG9521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9521.See file dsdata.pdf to determine how the superseded data were derived.
 AG9521
 AG9521_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9521_STAMPING: 086
 AG9521_MARK LOGO: FL-115
 AG9521_PROJECTION: RECESSED 15 CENTIMETERS
 AG9521_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9521+STABILITY: SURFACE MOTION
 AG9521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9521+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2007
 AG9521
 AG9521  HISTORY     - Date     Condition        Report By
 AG9521  HISTORY     - 1992     MONUMENTED       FL-115
 AG9521  HISTORY     - 20070914 GOOD             FLDEP
 AG9521
 AG9521                          STATION DESCRIPTION
 AG9521
 AG9521'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9521'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND TOLEDO
 AG9521'BLADE BOULEVARD IN SARASOTA COUNTY, GO NORTH ON TOLEDO BLADE
 AG9521'BOULEVARD, 0.8 MI (1.29 KM) TO THE STATION ON THE RIGHT.
 AG9521'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---086---
 AG9521'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9521'6-INCHES BELOW THE GROUND. IT IS 161.2 FT (49.13 M) NORTHERLY OF THE
 AG9521'CENTERLINE OF NESTOR COURT, AND 3.0 FT (0.91 M) WESTERLY OF A SURVEY
 AG9521'MARKER WITNESS POST.
 AG9521'REFERENCES--
 AG9521'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9521'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF ASPHALT
 AG9521'PAVEMENT ROAD BED FOR TOLEDO BLADE BOULEVARD. IT IS 23.96 FT (7.30 M)
 AG9521'NORTHWESTERLY OF SARCO G.P.S. STATION SAR 086, AND 17.89 FT (5.45 M)
 AG9521'NORTHERLY OF SARCO REFERENCE NO. 2.
 AG9521'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9521'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF ASPHALT
 AG9521'PAVEMENT ROAD BED FOR TOLEDO BLADE BOULEVARD. IT IS 15.75 FT (4.80 M)
 AG9521'WESTERLY OF SARCO G.P.S. STATION SAR 086, AND 17.89 FT (5.45 M)
 AG9521'SOUTHERLY OF SARCO REFERENCE NO. 1.
 AG9521
 AG9521                          STATION RECOVERY (2007)
 AG9521
 AG9521'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG9521'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9522 ***********************************************************************
 AG9522  DESIGNATION -  087
 AG9522  PID         -  AG9522
 AG9522  STATE/COUNTY-  FL/SARASOTA
 AG9522  COUNTRY     -  US
 AG9522  USGS QUAD   -  MURDOCK (2018)
 AG9522
 AG9522                         *CURRENT SURVEY CONTROL
 AG9522  ______________________________________________________________________
 AG9522* NAD 83(2011) POSITION- 27 07 17.45006(N) 082 14 45.13711(W)   ADJUSTED
 AG9522* NAD 83(2011) ELLIP HT-   -17.127 (meters)        (06/27/12)   ADJUSTED
 AG9522* NAD 83(2011) EPOCH   -  2010.00
 AG9522* NAVD 88 ORTHO HEIGHT -     7.012 (meters)       23.01  (feet) ADJUSTED
 AG9522  ______________________________________________________________________
 AG9522  GEOID HEIGHT    -        -24.108 (meters)                     GEOID18
 AG9522  NAD 83(2011) X  -    766,459.439 (meters)                     COMP
 AG9522  NAD 83(2011) Y  - -5,628,801.959 (meters)                     COMP
 AG9522  NAD 83(2011) Z  -  2,890,198.043 (meters)                     COMP
 AG9522  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 AG9522  DYNAMIC HEIGHT  -          7.001 (meters)       22.97  (feet) COMP
 AG9522  MODELED GRAVITY -    979,129.4   (mgal)                       NAVD 88
 AG9522
 AG9522  VERT ORDER      -  SECOND    CLASS I
 AG9522
 AG9522  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9522  Standards:
 AG9522         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9522            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9522  -------------------------------------------------------------------
 AG9522  NETWORK    2.45   5.49           0.93   1.06   2.80      0.12234112
 AG9522  -------------------------------------------------------------------
 AG9522  Click here for local accuracies and other accuracy information.
 AG9522
 AG9522.The horizontal coordinates were established by GPS observations
 AG9522.and adjusted by the National Geodetic Survey in June 2012.
 AG9522
 AG9522.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9522.been affixed to the stable North American tectonic plate. See 
 AG9522.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9522
 AG9522.The horizontal coordinates are valid at the epoch date displayed above
 AG9522.which is a decimal equivalence of Year/Month/Day.
 AG9522
 AG9522.The orthometric height was determined by differential leveling and
 AG9522.adjusted by the NATIONAL GEODETIC SURVEY
 AG9522.in July 2009.
 AG9522
 AG9522.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9522.GEOID18 height accuracy estimate available here.
 AG9522
 AG9522.Click photographs - Photos may exist for this station.
 AG9522
 AG9522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9522
 AG9522.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9522
 AG9522.The ellipsoidal height was determined by GPS observations
 AG9522.and is referenced to NAD 83.
 AG9522
 AG9522.The dynamic height is computed by dividing the NAVD 88
 AG9522.geopotential number by the normal gravity value computed on the
 AG9522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9522.degrees latitude (g = 980.6199 gals.).
 AG9522
 AG9522.The modeled gravity was interpolated from observed gravity values.
 AG9522
 AG9522. The following values were computed from the NAD 83(2011) position.
 AG9522
 AG9522;                    North         East     Units Scale Factor Converg.
 AG9522;SPC FL W     -   308,891.388   175,623.735   MT  0.99994851   -0 06 43.5
 AG9522;SPC FL W     - 1,013,421.16    576,192.20   sFT  0.99994851   -0 06 43.5
 AG9522;UTM  17      - 3,000,506.236   376,518.046   MT  0.99978823   -0 34 04.9
 AG9522
 AG9522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9522!SPC FL W     -   1.00000269  x   0.99994851  =   0.99995120
 AG9522!UTM  17      -   1.00000269  x   0.99978823  =   0.99979092
 AG9522
 AG9522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7651800506(NAD 83)
 AG9522
 AG9522                          SUPERSEDED SURVEY CONTROL
 AG9522
 AG9522  NAD 83(2007)-  27 07 17.45017(N)    082 14 45.13757(W) AD(2002.00) 0
 AG9522  ELLIP H (02/10/07)  -17.124  (m)                       GP(2002.00)    
 AG9522  NAD 83(1999)-  27 07 17.45012(N)    082 14 45.13824(W) AD(       ) 1
 AG9522  ELLIP H (06/19/01)  -17.091  (m)                       GP(       ) 4 1
 AG9522  NAD 83(1990)-  27 07 17.44854(N)    082 14 45.13816(W) AD(       ) 1
 AG9522  ELLIP H (05/09/94)  -16.974  (m)                       GP(       ) 4 2
 AG9522  NAVD 88 (05/09/94)    7.0    (m)  GEOID93  model used  GPS OBS        
 AG9522
 AG9522.Superseded values are not recommended for survey control.
 AG9522
 AG9522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9522.See file dsdata.pdf to determine how the superseded data were derived.
 AG9522
 AG9522_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9522_STAMPING: 087
 AG9522_MARK LOGO: FL-115
 AG9522_PROJECTION: RECESSED 15 CENTIMETERS
 AG9522_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9522+STABILITY: SURFACE MOTION
 AG9522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9522+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2011
 AG9522
 AG9522  HISTORY     - Date     Condition        Report By
 AG9522  HISTORY     - 1992     MONUMENTED       FL-115
 AG9522  HISTORY     - 20020129 GOOD             USPSQD
 AG9522  HISTORY     - 20070914 GOOD             FLDEP
 AG9522  HISTORY     - 20110331 GOOD             DEGROV
 AG9522
 AG9522                          STATION DESCRIPTION
 AG9522
 AG9522'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9522'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AG9522'TRAIL) AND NORTH BISCAYNE DRIVE IN THE CITY OF NORTH PORT IN SARASOTA
 AG9522'COUNTY, GO NORTHERLY ON NORTH BISCAYNE DRIVE, 6.0 MI (9.66 KM) TO THE
 AG9522'STATION NORTH OF THE INTERSECTION OF ESTATES DRIVE AND NORTH BISCAYNE
 AG9522'DRIVE.
 AG9522'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---087---
 AG9522'SET IN A 10-INCH ROUND POURDE IN PLACE COUNCRETE MONUMENT THAT IS
 AG9522'6-INCHES BELOW THE GROUND. IT IS 13.79 FT (4.20 M) NORTHERLY OF A
 AG9522'NAIL AND DISK (NO. 3943) AT THE INTERSECTION OF NORTH BISCAYNE DRIVE
 AG9522'AND ESTATES DRIVE, AND 2.5 FT (0.76 M) SOUTHERLY OF A SURVEY MARKER
 AG9522'WITNESS POST.
 AG9522'REFERENCES--
 AG9522'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9522'REFERENCE NAIL AND DISK SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT
 AG9522'ROAD BED FOR ESTATES DRIVE. IT IS 8.77 FT (2.67 M) SOUTHEASTERLY OF
 AG9522'SARCO G.P.S. STATION SAR 087, AND 10.04 FT (3.06 M) EASTERLY OF SARCO
 AG9522'REFERENCE NO. 2.
 AG9522'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9522'REFERENCE NAIL AND DISK SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT
 AG9522'ROAD BED FOR ESTATES DRIVE. IT IS 9.26 FT (2.82 M) SOUTHWESTERLY OF
 AG9522'SARCO G.P.S. STATION SAR 087, AND 10.04 FT (3.06 M) WESTERLY OF SARCO
 AG9522'REFERENCE NO. 1.
 AG9522
 AG9522                          STATION RECOVERY (2002)
 AG9522
 AG9522'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG9522'COULD NOT FIND 087 RM1 AND RM2
 AG9522
 AG9522                          STATION RECOVERY (2007)
 AG9522
 AG9522'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG9522'RECOVERED AS DESCRIBED.
 AG9522
 AG9522                          STATION RECOVERY (2011)
 AG9522
 AG9522'RECOVERY NOTE BY DEGROVE SURVEYORS INCORPORATED 2011 (RLT)
 AG9522'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9523 ***********************************************************************
 AG9523  DESIGNATION -  088
 AG9523  PID         -  AG9523
 AG9523  STATE/COUNTY-  FL/SARASOTA
 AG9523  COUNTRY     -  US
 AG9523  USGS QUAD   -  MYAKKA RIVER (2018)
 AG9523
 AG9523                         *CURRENT SURVEY CONTROL
 AG9523  ______________________________________________________________________
 AG9523* NAD 83(2011) POSITION- 27 06 00.51547(N) 082 15 15.97621(W)   ADJUSTED
 AG9523* NAD 83(2011) ELLIP HT-   -16.574 (meters)        (06/27/12)   ADJUSTED
 AG9523* NAD 83(2011) EPOCH   -  2010.00
 AG9523* NAVD 88 ORTHO HEIGHT -     7.488 (meters)       24.57  (feet) ADJUSTED
 AG9523  ______________________________________________________________________
 AG9523  GEOID HEIGHT    -        -24.054 (meters)                     GEOID18
 AG9523  NAD 83(2011) X  -    765,763.360 (meters)                     COMP
 AG9523  NAD 83(2011) Y  - -5,629,986.254 (meters)                     COMP
 AG9523  NAD 83(2011) Z  -  2,888,090.491 (meters)                     COMP
 AG9523  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 AG9523  DYNAMIC HEIGHT  -          7.476 (meters)       24.53  (feet) COMP
 AG9523  MODELED GRAVITY -    979,131.9   (mgal)                       NAVD 88
 AG9523
 AG9523  VERT ORDER      -  SECOND    CLASS I
 AG9523
 AG9523  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9523  Standards:
 AG9523         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9523            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9523  -------------------------------------------------------------------
 AG9523  NETWORK    2.31   5.33           0.87   1.01   2.72      0.11011062
 AG9523  -------------------------------------------------------------------
 AG9523  Click here for local accuracies and other accuracy information.
 AG9523
 AG9523.The horizontal coordinates were established by GPS observations
 AG9523.and adjusted by the National Geodetic Survey in June 2012.
 AG9523
 AG9523.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9523.been affixed to the stable North American tectonic plate. See 
 AG9523.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9523
 AG9523.The horizontal coordinates are valid at the epoch date displayed above
 AG9523.which is a decimal equivalence of Year/Month/Day.
 AG9523
 AG9523.The orthometric height was determined by differential leveling and
 AG9523.adjusted by the NATIONAL GEODETIC SURVEY
 AG9523.in May 2008.
 AG9523
 AG9523.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9523.GEOID18 height accuracy estimate available here.
 AG9523
 AG9523.Click photographs - Photos may exist for this station.
 AG9523
 AG9523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9523
 AG9523.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9523
 AG9523.The ellipsoidal height was determined by GPS observations
 AG9523.and is referenced to NAD 83.
 AG9523
 AG9523.The dynamic height is computed by dividing the NAVD 88
 AG9523.geopotential number by the normal gravity value computed on the
 AG9523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9523.degrees latitude (g = 980.6199 gals.).
 AG9523
 AG9523.The modeled gravity was interpolated from observed gravity values.
 AG9523
 AG9523. The following values were computed from the NAD 83(2011) position.
 AG9523
 AG9523;                    North         East     Units Scale Factor Converg.
 AG9523;SPC FL W     -   306,525.216   174,769.645   MT  0.99994903   -0 06 57.3
 AG9523;SPC FL W     - 1,005,658.15    573,390.08   sFT  0.99994903   -0 06 57.3
 AG9523;UTM  17      - 2,998,147.309   375,645.299   MT  0.99979090   -0 34 17.5
 AG9523
 AG9523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9523!SPC FL W     -   1.00000260  x   0.99994903  =   0.99995163
 AG9523!UTM  17      -   1.00000260  x   0.99979090  =   0.99979350
 AG9523
 AG9523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7564598147(NAD 83)
 AG9523
 AG9523                          SUPERSEDED SURVEY CONTROL
 AG9523
 AG9523  NAD 83(2007)-  27 06 00.51557(N)    082 15 15.97668(W) AD(2002.00) 0
 AG9523  ELLIP H (02/10/07)  -16.570  (m)                       GP(2002.00)    
 AG9523  NAD 83(1999)-  27 06 00.51551(N)    082 15 15.97738(W) AD(       ) 1
 AG9523  ELLIP H (06/19/01)  -16.540  (m)                       GP(       ) 4 1
 AG9523  NAD 83(1990)-  27 06 00.51393(N)    082 15 15.97727(W) AD(       ) 1
 AG9523  ELLIP H (05/09/94)  -16.432  (m)                       GP(       ) 4 2
 AG9523  NAVD 88 (05/09/94)    7.5    (m)  GEOID93  model used  GPS OBS        
 AG9523
 AG9523.Superseded values are not recommended for survey control.
 AG9523
 AG9523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9523.See file dsdata.pdf to determine how the superseded data were derived.
 AG9523
 AG9523_MARKER: DD = SURVEY DISK
 AG9523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9523_STAMPING: 088
 AG9523_MARK LOGO: FL-115
 AG9523_PROJECTION: RECESSED 15 CENTIMETERS
 AG9523_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9523+STABILITY: SURFACE MOTION
 AG9523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9523+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2011
 AG9523
 AG9523  HISTORY     - Date     Condition        Report By
 AG9523  HISTORY     - 1992     MONUMENTED       FL-115
 AG9523  HISTORY     - 20060110 GOOD             FLDEP
 AG9523  HISTORY     - 20110331 GOOD             DEGROV
 AG9523
 AG9523                          STATION DESCRIPTION
 AG9523
 AG9523'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9523'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND PONCE
 AG9523'DE LEON BOULEVARD IN SARASOTA COUNTY, GO EAST ON INTERSTATE 75, 1.35
 AG9523'MI (2.17 KM) TO THE STATION ON THE RIGHT.
 AG9523'THE STATION IS A SARSOTA COUNTY G.P.S. STATION DISK STAMPED ---088---
 AG9523'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT 6-INCHES
 AG9523'BELOW THE GROUND. IT IS 31.0 FT (9.45 M) NORTHERLY OF THE CENTERLINE
 AG9523'OF NORTH BOUND LANES INTERSTATE 75, AND 38.9 FT (11.86 M) SOUTHERLY
 AG9523'OF A SURVEY MARKER WITNESS POST.
 AG9523'REFERENCES--
 AG9523'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9523'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9523'PAVEMENT ROAD BED FOR NORTH BOUND LANES INTERSTATE 75. IT IS 10.90 FT
 AG9523'(3.32 M) SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 088, AND 13.98 FT
 AG9523'(4.26 M) EASTERLY OF SARCO REFERENCE NO. 2.
 AG9523'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9523'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9523'PAVEMENT ROAD BED FOR NORTH BOUND LANES INTERSTATE 75. IT IS 10.90 FT
 AG9523'(3.32 M) SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 088, AND 13.98 FT
 AG9523'(4.26 M) WESTERLY OF SARCO REFERENCE NO. 1.
 AG9523
 AG9523                          STATION RECOVERY (2006)
 AG9523
 AG9523'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (BPJ)
 AG9523'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AG9523'THE MARK FROM  THE INTERSECTION OF COUNTY ROAD 777 (RIVER ROAD) AND
 AG9523'INTERSTATE 75 ABOUT 5.5 MI EAST OF  VENICE, GO EAST ON INTERSTATE 75
 AG9523'FOR 6.0 MI TO THE MARK ON THE LEFT.
 AG9523
 AG9523                          STATION RECOVERY (2011)
 AG9523
 AG9523'RECOVERY NOTE BY DEGROVE SURVEYORS INCORPORATED 2011 (RLT)
 AG9523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9524 ***********************************************************************
 AG9524  DESIGNATION -  089
 AG9524  PID         -  AG9524
 AG9524  STATE/COUNTY-  FL/SARASOTA
 AG9524  COUNTRY     -  US
 AG9524  USGS QUAD   -  ENGLEWOOD (2018)
 AG9524
 AG9524                         *CURRENT SURVEY CONTROL
 AG9524  ______________________________________________________________________
 AG9524* NAD 83(2011) POSITION- 26 56 43.36237(N) 082 15 32.14632(W)   ADJUSTED
 AG9524* NAD 83(2011) ELLIP HT-   -21.151 (meters)        (06/27/12)   ADJUSTED
 AG9524* NAD 83(2011) EPOCH   -  2010.00
 AG9524* NAVD 88 ORTHO HEIGHT -     2.7   (meters)        9.    (feet) GPS OBS
 AG9524  ______________________________________________________________________
 AG9524  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9524  GEOID HEIGHT    -        -24.630 (meters)                     GEOID93
 AG9524  GEOID HEIGHT    -        -23.842 (meters)                     GEOID18
 AG9524  NAD 83(2011) X  -    766,370.909 (meters)                     COMP
 AG9524  NAD 83(2011) Y  - -5,637,762.541 (meters)                     COMP
 AG9524  NAD 83(2011) Z  -  2,872,812.100 (meters)                     COMP
 AG9524  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 AG9524
 AG9524  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9524  Standards:
 AG9524         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9524            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9524  -------------------------------------------------------------------
 AG9524  NETWORK    2.26   4.45           0.92   0.93   2.27      0.05907049
 AG9524  -------------------------------------------------------------------
 AG9524  Click here for local accuracies and other accuracy information.
 AG9524
 AG9524.The horizontal coordinates were established by GPS observations
 AG9524.and adjusted by the National Geodetic Survey in June 2012.
 AG9524
 AG9524.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9524.been affixed to the stable North American tectonic plate. See 
 AG9524.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9524
 AG9524.The horizontal coordinates are valid at the epoch date displayed above
 AG9524.which is a decimal equivalence of Year/Month/Day.
 AG9524
 AG9524.The orthometric height was determined by GPS observations and a
 AG9524.high-resolution geoid model.
 AG9524
 AG9524.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9524.GEOID18 height accuracy estimate available here.
 AG9524
 AG9524.Click photographs - Photos may exist for this station.
 AG9524
 AG9524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9524
 AG9524.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9524
 AG9524.The ellipsoidal height was determined by GPS observations
 AG9524.and is referenced to NAD 83.
 AG9524
 AG9524. The following values were computed from the NAD 83(2011) position.
 AG9524
 AG9524;                    North         East     Units Scale Factor Converg.
 AG9524;SPC FL W     -   289,378.495   174,289.033   MT  0.99994933   -0 07 02.4
 AG9524;SPC FL W     -   949,402.61    571,813.27   sFT  0.99994933   -0 07 02.4
 AG9524;UTM  17      - 2,981,007.636   375,028.808   MT  0.99979280   -0 34 14.0
 AG9524
 AG9524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9524!SPC FL W     -   1.00000332  x   0.99994933  =   0.99995265
 AG9524!UTM  17      -   1.00000332  x   0.99979280  =   0.99979612
 AG9524
 AG9524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7502881007(NAD 83)
 AG9524
 AG9524|---------------------------------------------------------------------|
 AG9524| PID    Reference Object                     Distance      Geod. Az  |
 AG9524|                                                           dddmmss.s |
 AG9524| AG9464 4120 01 002                         329.255 METERS 09354     |
 AG9524|---------------------------------------------------------------------|
 AG9524
 AG9524                          SUPERSEDED SURVEY CONTROL
 AG9524
 AG9524  NAD 83(2007)-  26 56 43.36246(N)    082 15 32.14691(W) AD(2002.00) 0
 AG9524  ELLIP H (02/10/07)  -21.138  (m)                       GP(2002.00)    
 AG9524  NAD 83(1999)-  26 56 43.36256(N)    082 15 32.14779(W) AD(       ) 1
 AG9524  ELLIP H (06/19/01)  -21.112  (m)                       GP(       ) 4 1
 AG9524  NAD 83(1990)-  26 56 43.36072(N)    082 15 32.14664(W) AD(       ) 1
 AG9524  ELLIP H (05/09/94)  -21.147  (m)                       GP(       ) 4 2
 AG9524
 AG9524.Superseded values are not recommended for survey control.
 AG9524
 AG9524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9524.See file dsdata.pdf to determine how the superseded data were derived.
 AG9524
 AG9524_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9524_STAMPING: 089
 AG9524_MARK LOGO: FL-115
 AG9524_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9524+STABILITY: SURFACE MOTION
 AG9524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9524+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2026
 AG9524
 AG9524  HISTORY     - Date     Condition        Report By
 AG9524  HISTORY     - 1992     MONUMENTED       FL-115
 AG9524  HISTORY     - 20011128 MARK NOT FOUND   USPSQD
 AG9524  HISTORY     - 20061206 GOOD             USPSQD
 AG9524  HISTORY     - 20260302 GOOD             HONC
 AG9524
 AG9524                          STATION DESCRIPTION
 AG9524
 AG9524'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9524'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 776 (MCCALL
 AG9524'ROAD) AND DAVID BOULEVARD IN CHARLOTTE COUNTY, GO NORTH ON DAVID
 AG9524'BOULEVARD, 0.85 MI (1.37 KM) TO THE INTERSECTION OF DAVID BOULEVARD
 AG9524'AND FORESMAN BOULEVARD, GO WEST ON FORESMAN BOULEVARD, 0.71 MI
 AG9524'(1.14 KM) TO THE STATION ON THE LEFT.
 AG9524'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---089---
 AG9524'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9524'12-INCHES BELOW THE GROUND. IT IS 15.8 FT (4.82 M) SOUTHWESTERLY OF
 AG9524'THE CENTERLINE OF FORESMAN BOULEVARD, AND 10.7 FT (3.26 M)
 AG9524'NORTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9524'REFERENCES--
 AG9524'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9524'REFERENCE NAIL AND DISK SET IN THE WESTERLY EDGE OF ASPHALT PAVEMENT
 AG9524'ROAD BED FOR FORESMAN BOULEVARD, AND 10.7 FT (3.26 M) NORTHEASTERLY
 AG9524'OF SARCO G.P.S. STATION SAR 089 AND 13.30 FT (4.05 M) SOUTHEASTERLY
 AG9524'OF SARCO REFERENCE NO. 2.
 AG9524'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9524'REFERENCE NAIL AND DISK SET IN THE WESTERLY EDGE OF ASPHALT PAVEMENT
 AG9524'ROAD BED FOR FORESMAN BOULEVARD. IT IS 12.04 FT (3.67 M)
 AG9524'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 089 AND 13.30 FT (4.05 M)
 AG9524'NORTHWESTERLY OF SARCO REFERENCE NO. 1.
 AG9524
 AG9524                          STATION RECOVERY (2001)
 AG9524
 AG9524'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG9524'LAND FILLED FOR PARKING LOT
 AG9524'ALSO 089 RM1 NOT FOUND PILE OF DIRT OVER MARK LOCATION
 AG9524'ALSO 089 RM2 NOT FOUND EDGE OF PAVEMENT BROKEN AWAY
 AG9524
 AG9524                          STATION RECOVERY (2006)
 AG9524
 AG9524'RECOVERY NOTE BY US POWER SQUADRON 2006 (KEM)
 AG9524'RM1 AND RM2 WERE NOT FOUND,MARKER IS IN A UNPAVED RELEVELED PARKING
 AG9524'LOT FOR STATE FOREST PARK
 AG9524
 AG9524                          STATION RECOVERY (2026)
 AG9524
 AG9524'RECOVERY NOTE BY HONC INDUSTRIES 2026 (ZTF)
 AG9524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9525 ***********************************************************************
 AG9525  DESIGNATION -  092
 AG9525  PID         -  AG9525
 AG9525  STATE/COUNTY-  FL/SARASOTA
 AG9525  COUNTRY     -  US
 AG9525  USGS QUAD   -  ENGLEWOOD (2018)
 AG9525
 AG9525                         *CURRENT SURVEY CONTROL
 AG9525  ______________________________________________________________________
 AG9525* NAD 83(2011) POSITION- 26 56 49.20912(N) 082 21 11.47434(W)   ADJUSTED
 AG9525* NAD 83(2011) ELLIP HT-   -20.500 (meters)        (06/27/12)   ADJUSTED
 AG9525* NAD 83(2011) EPOCH   -  2010.00
 AG9525* NAVD 88 ORTHO HEIGHT -     3.3   (meters)       11.    (feet) GPS OBS
 AG9525  ______________________________________________________________________
 AG9525  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9525  GEOID HEIGHT    -        -24.600 (meters)                     GEOID93
 AG9525  GEOID HEIGHT    -        -23.823 (meters)                     GEOID18
 AG9525  NAD 83(2011) X  -    757,084.370 (meters)                     COMP
 AG9525  NAD 83(2011) Y  - -5,638,935.429 (meters)                     COMP
 AG9525  NAD 83(2011) Z  -  2,872,972.811 (meters)                     COMP
 AG9525  LAPLACE CORR    -          0.23  (seconds)                    DEFLEC18
 AG9525
 AG9525  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9525  Standards:
 AG9525         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9525            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9525  -------------------------------------------------------------------
 AG9525  NETWORK    3.38   5.68           1.47   1.26   2.90      0.21754512
 AG9525  -------------------------------------------------------------------
 AG9525  Click here for local accuracies and other accuracy information.
 AG9525
 AG9525.The horizontal coordinates were established by GPS observations
 AG9525.and adjusted by the National Geodetic Survey in June 2012.
 AG9525
 AG9525.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9525.been affixed to the stable North American tectonic plate. See 
 AG9525.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9525
 AG9525.The horizontal coordinates are valid at the epoch date displayed above
 AG9525.which is a decimal equivalence of Year/Month/Day.
 AG9525
 AG9525.The orthometric height was determined by GPS observations and a
 AG9525.high-resolution geoid model.
 AG9525
 AG9525.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9525.GEOID18 height accuracy estimate available here.
 AG9525
 AG9525.Click photographs - Photos may exist for this station.
 AG9525
 AG9525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9525
 AG9525.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9525
 AG9525.The ellipsoidal height was determined by GPS observations
 AG9525.and is referenced to NAD 83.
 AG9525
 AG9525. The following values were computed from the NAD 83(2011) position.
 AG9525
 AG9525;                    North         East     Units Scale Factor Converg.
 AG9525;SPC FL W     -   289,581.097   164,929.944   MT  0.99995635   -0 09 36.2
 AG9525;SPC FL W     -   950,067.32    541,107.66   sFT  0.99995635   -0 09 36.2
 AG9525;UTM  17      - 2,981,284.225   365,672.973   MT  0.99982275   -0 36 47.9
 AG9525
 AG9525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9525!SPC FL W     -   1.00000322  x   0.99995635  =   0.99995957
 AG9525!UTM  17      -   1.00000322  x   0.99982275  =   0.99982597
 AG9525
 AG9525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6567281284(NAD 83)
 AG9525
 AG9525                          SUPERSEDED SURVEY CONTROL
 AG9525
 AG9525  NAD 83(2007)-  26 56 49.20920(N)    082 21 11.47486(W) AD(2002.00) 0
 AG9525  ELLIP H (02/10/07)  -20.487  (m)                       GP(2002.00)    
 AG9525  NAD 83(1999)-  26 56 49.20923(N)    082 21 11.47580(W) AD(       ) 1
 AG9525  ELLIP H (06/19/01)  -20.456  (m)                       GP(       ) 4 1
 AG9525  NAD 83(1990)-  26 56 49.20751(N)    082 21 11.47500(W) AD(       ) 1
 AG9525  ELLIP H (05/09/94)  -20.453  (m)                       GP(       ) 4 2
 AG9525
 AG9525.Superseded values are not recommended for survey control.
 AG9525
 AG9525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9525.See file dsdata.pdf to determine how the superseded data were derived.
 AG9525
 AG9525_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9525_STAMPING: 092
 AG9525_MARK LOGO: FL-115
 AG9525_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9525+STABILITY: SURFACE MOTION
 AG9525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9525+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9525
 AG9525  HISTORY     - Date     Condition        Report By
 AG9525  HISTORY     - 1992     MONUMENTED       FL-115
 AG9525  HISTORY     - 20020130 MARK NOT FOUND   USPSQD
 AG9525  HISTORY     - 20030930 MARK NOT FOUND   FL-115
 AG9525  HISTORY     - 20051101 MARK NOT FOUND   FLDEP
 AG9525
 AG9525                          STATION DESCRIPTION
 AG9525
 AG9525'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9525'TO REACH THE STATION FROM THE INTERSECTION OF MCCALL ROAD AND STATE
 AG9525'ROAD 776 (SOUTH INDIANA AVENUE) IN SARASOTA COUNTY, GO NORTH ALONG
 AG9525'THE WEST SIDE OF STATE ROAD 776, 370 FT (112.78 M) TO THE STATION ON
 AG9525'THE LEFT.
 AG9525'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---092---
 AG9525'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9525'6-INCHES BELOW THE GROUND. IT IS 31.3 FT (9.54 M) SOUTHWESTERLY OF
 AG9525'THE CENTERLINE OF STATE ROAD 776 (SOUTH INDIANA AVENUE), AND 53.2 FT
 AG9525'(16.22 M) NORTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9525'REFERENCES--
 AG9525'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9525'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHWESTERLY EDGE OF ASPHALT
 AG9525'PAVEMENT ROAD BED FOR STATE ROAD 776 (SOUTH INDIANA AVENUE). IT IS
 AG9525'17.04 FT (5.19 M) NORTHEASTERLY OF SARCO G.P.S. STATION SAR 092, AND
 AG9525'18.77 FT (5.72 M) NORTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9525'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9525'TAG AND P.K. NAIL SET IN THE SOUTHWESTERLY EDGE OF ASPHALT PAVEMENT
 AG9525'ROAD BED FOR STATE ROAD 776 (SOUTH INDIANA AVENUE). IT IS 16.94 FT
 AG9525'(5.16 M) SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 092, AND 18.77 FT
 AG9525'(5.72 M) SOUTHEASTERLY OF SARCO REFERENCE NO. 1.
 AG9525
 AG9525                          STATION RECOVERY (2002)
 AG9525
 AG9525'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG9525'MARK IS UNDER NEW SIDEWALK
 AG9525'
 AG9525'ALSO 092 RM1 AND RM2 ARE GONE
 AG9525
 AG9525                          STATION RECOVERY (2003)
 AG9525
 AG9525'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9525'MARK NOT FOUND.
 AG9525
 AG9525                          STATION RECOVERY (2005)
 AG9525
 AG9525'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (DMP)
 AG9525'THE MARK WAS NOT FOUND DUE TO ROAD WIDENING, STATE ROAD 776 IS NOW
 AG9525'6-LANE, WITH NEW  CULVERTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9526 ***********************************************************************
 AG9526  DESIGNATION -  093
 AG9526  PID         -  AG9526
 AG9526  STATE/COUNTY-  FL/SARASOTA
 AG9526  COUNTRY     -  US
 AG9526  USGS QUAD   -  VENICE (2018)
 AG9526
 AG9526                         *CURRENT SURVEY CONTROL
 AG9526  ______________________________________________________________________
 AG9526* NAD 83(2011) POSITION- 27 02 59.66807(N) 082 24 23.60259(W)   ADJUSTED
 AG9526* NAD 83(2011) ELLIP HT-   -19.492 (meters)        (06/27/12)   ADJUSTED
 AG9526* NAD 83(2011) EPOCH   -  2010.00
 AG9526* NAVD 88 ORTHO HEIGHT -     4.4   (meters)       14.    (feet) GPS OBS
 AG9526  ______________________________________________________________________
 AG9526  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9526  GEOID HEIGHT    -        -24.670 (meters)                     GEOID93
 AG9526  GEOID HEIGHT    -        -23.911 (meters)                     GEOID18
 AG9526  NAD 83(2011) X  -    751,147.694 (meters)                     COMP
 AG9526  NAD 83(2011) Y  - -5,634,508.233 (meters)                     COMP
 AG9526  NAD 83(2011) Z  -  2,883,132.866 (meters)                     COMP
 AG9526  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 AG9526
 AG9526  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9526  Standards:
 AG9526         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9526            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9526  -------------------------------------------------------------------
 AG9526  NETWORK    3.23   6.25           1.38   1.24   3.19      0.21219083
 AG9526  -------------------------------------------------------------------
 AG9526  Click here for local accuracies and other accuracy information.
 AG9526
 AG9526.The horizontal coordinates were established by GPS observations
 AG9526.and adjusted by the National Geodetic Survey in June 2012.
 AG9526
 AG9526.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9526.been affixed to the stable North American tectonic plate. See 
 AG9526.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9526
 AG9526.The horizontal coordinates are valid at the epoch date displayed above
 AG9526.which is a decimal equivalence of Year/Month/Day.
 AG9526
 AG9526.The orthometric height was determined by GPS observations and a
 AG9526.high-resolution geoid model.
 AG9526
 AG9526.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9526.GEOID18 height accuracy estimate available here.
 AG9526
 AG9526.Click photographs - Photos may exist for this station.
 AG9526
 AG9526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9526
 AG9526.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9526
 AG9526.The ellipsoidal height was determined by GPS observations
 AG9526.and is referenced to NAD 83.
 AG9526
 AG9526. The following values were computed from the NAD 83(2011) position.
 AG9526
 AG9526;                    North         East     Units Scale Factor Converg.
 AG9526;SPC FL W     -   300,998.781   159,667.304   MT  0.99996125   -0 11 05.6
 AG9526;SPC FL W     -   987,526.83    523,841.81   sFT  0.99996125   -0 11 05.6
 AG9526;UTM  17      - 2,992,741.797   360,501.639   MT  0.99984023   -0 38 23.1
 AG9526
 AG9526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9526!SPC FL W     -   1.00000306  x   0.99996125  =   0.99996431
 AG9526!UTM  17      -   1.00000306  x   0.99984023  =   0.99984329
 AG9526
 AG9526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6050192741(NAD 83)
 AG9526
 AG9526                          SUPERSEDED SURVEY CONTROL
 AG9526
 AG9526  NAD 83(2007)-  27 02 59.66813(N)    082 24 23.60300(W) AD(2002.00) 0
 AG9526  ELLIP H (02/10/07)  -19.484  (m)                       GP(2002.00)    
 AG9526  NAD 83(1999)-  27 02 59.66794(N)    082 24 23.60422(W) AD(       ) 1
 AG9526  ELLIP H (06/19/01)  -19.417  (m)                       GP(       ) 4 1
 AG9526  NAD 83(1990)-  27 02 59.66652(N)    082 24 23.60361(W) AD(       ) 1
 AG9526  ELLIP H (05/09/94)  -19.383  (m)                       GP(       ) 4 2
 AG9526
 AG9526.Superseded values are not recommended for survey control.
 AG9526
 AG9526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9526.See file dsdata.pdf to determine how the superseded data were derived.
 AG9526
 AG9526_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9526_STAMPING: 093
 AG9526_MARK LOGO: FL-115
 AG9526_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9526+STABILITY: SURFACE MOTION
 AG9526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9526+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9526
 AG9526  HISTORY     - Date     Condition        Report By
 AG9526  HISTORY     - 1992     MONUMENTED       FL-115
 AG9526  HISTORY     - 20020227 MARK NOT FOUND   USPSQD
 AG9526
 AG9526                          STATION DESCRIPTION
 AG9526
 AG9526'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9526'THE STATION IS IN THE GRASS ISLAND THAT INTERSECTS U.S. HIGHWAY 41
 AG9526'(TAMIAMI TRAIL) AND STATE ROAD 776 (ENGLEWOOD ROAD).
 AG9526'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---093---
 AG9526'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9526'6-INCHES BELOW THE GROUND. IT IS 75.7 FT (23.07 M) SOUTHWESTERLY OF
 AG9526'THE CENTERLINE OF THE SOUTH BOUND LANES OF U.S. HIGHWAY 41 (TAMIAMI
 AG9526'TRAIL), 12.46 FT (3.80 M) SOUTHEASTERLY OF A FLORIDA DEPARTMENT OF
 AG9526'TRANSPORTATION (F.D.O.T.) 5-INCH SURVEY MARKER AND DISK (NUMBER 17-90
 AG9526'A 16), AND 63.2 FT (19.26 M) SOUTHEASTERLY OF A SURVEY MARKER WITNESS
 AG9526'POST. THE STATION IS ALSO 16.22 FT (4.94 M) NORTHEASTERLY OF A
 AG9526'SARASOTA COUNTY (SARCO)REFERENCE NAIL AND DISK SET IN THE
 AG9526'NORTHEASTERLY EDGE OF ASPHALT PAVEMENT ROAD BED FOR THE SOUTH BOUND U
 AG9526'.S. HIGHWAY 41 (TAMIAMI TRAIL)EXIT TO STATE ROAD 776 (ENGLEWOOD ROAD).
 AG9526
 AG9526                          STATION RECOVERY (2002)
 AG9526
 AG9526'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG9526'093
 AG9526'NO-RM NAILS OR DISC OR WITNESS POSTS
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9527 ***********************************************************************
 AG9527  DESIGNATION -  094
 AG9527  PID         -  AG9527
 AG9527  STATE/COUNTY-  FL/SARASOTA
 AG9527  COUNTRY     -  US
 AG9527  USGS QUAD   -  VENICE (2018)
 AG9527
 AG9527                         *CURRENT SURVEY CONTROL
 AG9527  ______________________________________________________________________
 AG9527* NAD 83(2011) POSITION- 27 02 58.75340(N) 082 23 50.03203(W)   ADJUSTED
 AG9527* NAD 83(2011) ELLIP HT-   -19.969 (meters)        (06/27/12)   ADJUSTED
 AG9527* NAD 83(2011) EPOCH   -  2010.00
 AG9527* NAVD 88 ORTHO HEIGHT -     3.9   (meters)       13.    (feet) GPS OBS
 AG9527  ______________________________________________________________________
 AG9527  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9527  GEOID HEIGHT    -        -24.670 (meters)                     GEOID93
 AG9527  GEOID HEIGHT    -        -23.908 (meters)                     GEOID18
 AG9527  NAD 83(2011) X  -    752,066.364 (meters)                     COMP
 AG9527  NAD 83(2011) Y  - -5,634,398.175 (meters)                     COMP
 AG9527  NAD 83(2011) Z  -  2,883,107.576 (meters)                     COMP
 AG9527  LAPLACE CORR    -          0.34  (seconds)                    DEFLEC18
 AG9527
 AG9527  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9527  Standards:
 AG9527         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9527            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9527  -------------------------------------------------------------------
 AG9527  NETWORK    3.26   6.31           1.38   1.27   3.22      0.19678947
 AG9527  -------------------------------------------------------------------
 AG9527  Click here for local accuracies and other accuracy information.
 AG9527
 AG9527.The horizontal coordinates were established by GPS observations
 AG9527.and adjusted by the National Geodetic Survey in June 2012.
 AG9527
 AG9527.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9527.been affixed to the stable North American tectonic plate. See 
 AG9527.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9527
 AG9527.The horizontal coordinates are valid at the epoch date displayed above
 AG9527.which is a decimal equivalence of Year/Month/Day.
 AG9527
 AG9527.The orthometric height was determined by GPS observations and a
 AG9527.high-resolution geoid model.
 AG9527
 AG9527.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9527.GEOID18 height accuracy estimate available here.
 AG9527
 AG9527.Click photographs - Photos may exist for this station.
 AG9527
 AG9527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9527
 AG9527.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9527
 AG9527.The ellipsoidal height was determined by GPS observations
 AG9527.and is referenced to NAD 83.
 AG9527
 AG9527. The following values were computed from the NAD 83(2011) position.
 AG9527
 AG9527;                    North         East     Units Scale Factor Converg.
 AG9527;SPC FL W     -   300,967.679   160,592.332   MT  0.99996034   -0 10 50.3
 AG9527;SPC FL W     -   987,424.79    526,876.68   sFT  0.99996034   -0 10 50.3
 AG9527;UTM  17      - 2,992,703.357   361,426.279   MT  0.99983705   -0 38 07.8
 AG9527
 AG9527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9527!SPC FL W     -   1.00000314  x   0.99996034  =   0.99996348
 AG9527!UTM  17      -   1.00000314  x   0.99983705  =   0.99984019
 AG9527
 AG9527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6142692703(NAD 83)
 AG9527
 AG9527                          SUPERSEDED SURVEY CONTROL
 AG9527
 AG9527  NAD 83(2007)-  27 02 58.75346(N)    082 23 50.03244(W) AD(2002.00) 0
 AG9527  ELLIP H (02/10/07)  -19.961  (m)                       GP(2002.00)    
 AG9527  NAD 83(1999)-  27 02 58.75327(N)    082 23 50.03366(W) AD(       ) 1
 AG9527  ELLIP H (06/19/01)  -19.895  (m)                       GP(       ) 4 1
 AG9527  NAD 83(1990)-  27 02 58.75185(N)    082 23 50.03305(W) AD(       ) 1
 AG9527  ELLIP H (05/09/94)  -19.861  (m)                       GP(       ) 4 2
 AG9527
 AG9527.Superseded values are not recommended for survey control.
 AG9527
 AG9527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9527.See file dsdata.pdf to determine how the superseded data were derived.
 AG9527
 AG9527_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9527_STAMPING: 094
 AG9527_MARK LOGO: FL-115
 AG9527_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9527+STABILITY: SURFACE MOTION
 AG9527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9527+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9527
 AG9527  HISTORY     - Date     Condition        Report By
 AG9527  HISTORY     - 1992     MONUMENTED       FL-115
 AG9527  HISTORY     - 20020227 MARK NOT FOUND   USPSQD
 AG9527  HISTORY     - 20030930 MARK NOT FOUND   FL-115
 AG9527
 AG9527                          STATION DESCRIPTION
 AG9527
 AG9527'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9527'TO REACH THE STATION FROM THE INTERSECTION OF JACARANDA BOULEVARD AND
 AG9527'U.S. HIGHWAY 41 (TAMIAMI TRAIL) IN SARASOTA COUNTY, GO EAST ON U.S.
 AG9527'HIGHWAY 41 (TAMIAMI TRAIL), 101.9 FT (31.06 M) TO THE STATION ON THE
 AG9527'RIGHT.
 AG9527'
 AG9527'THE STATION IS A SARASOTA COUNTY GPS STATION DISK STAMPED---094--- SET
 AG9527'IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS 6-INCHES
 AG9527'BELOW THE GROUND.  IT IS 47.8 FT (14.57 M) SOUTHERLY OF THE CENTERLINE
 AG9527'OF U.S. HIGHWAY 41 (TAMIAMI TRAIL), AND 16.4 FT (5.00 M)
 AG9527'NORTHWESTERLY OF A SURVEY MARKER WITNESS POST.
 AG9527'
 AG9527'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9527'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9527'PAVEMENT ROAD BED FOR U.S. HIGHWAY 41 (TAMIAMI TRAIL).  IT IS 11.77 FT
 AG9527'(3.59 M) NORTHWESTERLY OF SARCO G.P.S. STATION SAR 094, AND 12.46 FT
 AG9527'(3.80 M) WESTERLY OF SARCO REFERENCE NO. 2.
 AG9527'
 AG9527'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9527'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9527'PAVEMENT ROAD BED FOR U.S. HIGHWAY 41 (TAMIAMI TRAIL).  IT IS 12.12 FT
 AG9527'(3.69 M) NORTHEASTERLY OF SARCO G.P.S. STATION SAR 094, AND 12.46 FT
 AG9527'(3.80 M) EASTERLY OF SARCO REFERENCE NO. 1.
 AG9527
 AG9527                          STATION RECOVERY (2002)
 AG9527
 AG9527'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG9527'MARK MEASURES UNDER PAVEMENT 1 FT FROM EDGE.
 AG9527
 AG9527                          STATION RECOVERY (2003)
 AG9527
 AG9527'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9527'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9528 ***********************************************************************
 AG9528  DESIGNATION -  095
 AG9528  PID         -  AG9528
 AG9528  STATE/COUNTY-  FL/SARASOTA
 AG9528  COUNTRY     -  US
 AG9528  USGS QUAD   -  ENGLEWOOD (2018)
 AG9528
 AG9528                         *CURRENT SURVEY CONTROL
 AG9528  ______________________________________________________________________
 AG9528* NAD 83(2011) POSITION- 26 57 16.46281(N) 082 21 11.42333(W)   ADJUSTED
 AG9528* NAD 83(2011) ELLIP HT-   -20.265 (meters)        (06/27/12)   ADJUSTED
 AG9528* NAD 83(2011) EPOCH   -  2010.00
 AG9528* NAVD 88 ORTHO HEIGHT -     3.6   (meters)       12.    (feet) GPS OBS
 AG9528  ______________________________________________________________________
 AG9528  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9528  GEOID HEIGHT    -        -24.600 (meters)                     GEOID93
 AG9528  GEOID HEIGHT    -        -23.825 (meters)                     GEOID18
 AG9528  NAD 83(2011) X  -    757,035.204 (meters)                     COMP
 AG9528  NAD 83(2011) Y  - -5,638,558.653 (meters)                     COMP
 AG9528  NAD 83(2011) Z  -  2,873,720.644 (meters)                     COMP
 AG9528  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 AG9528
 AG9528  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9528  Standards:
 AG9528         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9528            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9528  -------------------------------------------------------------------
 AG9528  NETWORK    3.37   5.64           1.47   1.25   2.88      0.21789452
 AG9528  -------------------------------------------------------------------
 AG9528  Click here for local accuracies and other accuracy information.
 AG9528
 AG9528.The horizontal coordinates were established by GPS observations
 AG9528.and adjusted by the National Geodetic Survey in June 2012.
 AG9528
 AG9528.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9528.been affixed to the stable North American tectonic plate. See 
 AG9528.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9528
 AG9528.The horizontal coordinates are valid at the epoch date displayed above
 AG9528.which is a decimal equivalence of Year/Month/Day.
 AG9528
 AG9528.The orthometric height was determined by GPS observations and a
 AG9528.high-resolution geoid model.
 AG9528
 AG9528.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9528.GEOID18 height accuracy estimate available here.
 AG9528
 AG9528.Click photographs - Photos may exist for this station.
 AG9528
 AG9528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9528
 AG9528.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9528
 AG9528.The ellipsoidal height was determined by GPS observations
 AG9528.and is referenced to NAD 83.
 AG9528
 AG9528. The following values were computed from the NAD 83(2011) position.
 AG9528
 AG9528;                    North         East     Units Scale Factor Converg.
 AG9528;SPC FL W     -   290,419.882   164,933.694   MT  0.99995635   -0 09 36.3
 AG9528;SPC FL W     -   952,819.23    541,119.96   sFT  0.99995635   -0 09 36.3
 AG9528;UTM  17      - 2,982,122.842   365,683.358   MT  0.99982272   -0 36 48.5
 AG9528
 AG9528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9528!SPC FL W     -   1.00000318  x   0.99995635  =   0.99995953
 AG9528!UTM  17      -   1.00000318  x   0.99982272  =   0.99982590
 AG9528
 AG9528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6568382122(NAD 83)
 AG9528
 AG9528                          SUPERSEDED SURVEY CONTROL
 AG9528
 AG9528  NAD 83(2007)-  26 57 16.46289(N)    082 21 11.42384(W) AD(2002.00) 0
 AG9528  ELLIP H (02/10/07)  -20.252  (m)                       GP(2002.00)    
 AG9528  NAD 83(1999)-  26 57 16.46292(N)    082 21 11.42478(W) AD(       ) 1
 AG9528  ELLIP H (06/19/01)  -20.221  (m)                       GP(       ) 4 1
 AG9528  NAD 83(1990)-  26 57 16.46121(N)    082 21 11.42399(W) AD(       ) 1
 AG9528  ELLIP H (05/09/94)  -20.217  (m)                       GP(       ) 4 2
 AG9528
 AG9528.Superseded values are not recommended for survey control.
 AG9528
 AG9528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9528.See file dsdata.pdf to determine how the superseded data were derived.
 AG9528
 AG9528_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9528_STAMPING: 095
 AG9528_MARK LOGO: FL-115
 AG9528_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9528+STABILITY: SURFACE MOTION
 AG9528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9528+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9528
 AG9528  HISTORY     - Date     Condition        Report By
 AG9528  HISTORY     - 1992     MONUMENTED       FL-115
 AG9528  HISTORY     - 20020130 MARK NOT FOUND   USPSQD
 AG9528  HISTORY     - 20030930 MARK NOT FOUND   FL-115
 AG9528  HISTORY     - 20051101 MARK NOT FOUND   FLDEP
 AG9528
 AG9528                          STATION DESCRIPTION
 AG9528
 AG9528'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9528'TO REACH THE STATION FROM THE INTERSECTION OF CHURCH AVENUE AND STATE
 AG9528'ROAD 776 (INDIANA AVENUE) IN SARASOTA COUNTY, GO SOUTH ON STATE ROAD
 AG9528'776 (INDIANA AVENUE), 54.3 FT (16.55 M) TO THE STATION ON THE RIGHT.
 AG9528'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---095---
 AG9528'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9528'1-INCH BELOW THE GROUND. IT IS 21.3 FT (6.49 M) WESTERLY OF THE
 AG9528'CENTERLINE OF STATE ROAD 776 (INDIANA AVENUE), AND 31.6 FT (9.63 M)
 AG9528'EASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9528'REFERENCES--
 AG9528'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9528'REFERENCE TAG AND P.K. NAIL SET IN THE WESTERLY EDGE OF ASPHALT
 AG9528'PAVEMENT ROAD BED FOR STATE ROAD 776 (INDIANA AVENUE). IT IS 5.78 FT
 AG9528'(1.76 M)NORTHEASTERLY OF SARCO G.P.S. STATION SAR 095, AND 8.45 FT
 AG9528'(2.58 M) NORTHERLY OF SARCO REFERENCE NO. 2.
 AG9528'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9528'REFERENCE TAG AND P.K. NAIL SET IN THE WESTERLY EDGE OF ASPHALT
 AG9528'PAVEMENT ROAD BED FOR STATE ROAD 776 (INDIANA AVENUE). IT IS 6.24 FT
 AG9528'(1.90 M)SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 095, AND 8.45 FT
 AG9528'(2.58 M) SOUTHERLY OF SARCO REFERENCE NUMBER 1.
 AG9528
 AG9528                          STATION RECOVERY (2002)
 AG9528
 AG9528'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG9528'HIGHWAY IS NEW AND WIDER. IT COVERS THE MARK, INCLUDING
 AG9528'095 RM1 AND 095 RM2
 AG9528
 AG9528                          STATION RECOVERY (2003)
 AG9528
 AG9528'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9528'MARK NOT FOUND.
 AG9528
 AG9528                          STATION RECOVERY (2005)
 AG9528
 AG9528'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (DMP)
 AG9528'THE MARK WAS NOT FOUND DUE TO ROAD WIDENING, STATE ROAD 776 IS NOW
 AG9528'6-LANE, WITH NEW  CULVERTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9201 ***********************************************************************
 AG9201  DESIGNATION -  096
 AG9201  PID         -  AG9201
 AG9201  STATE/COUNTY-  FL/MANATEE
 AG9201  COUNTRY     -  US
 AG9201  USGS QUAD   -  KEENTOWN (2018)
 AG9201
 AG9201                         *CURRENT SURVEY CONTROL
 AG9201  ______________________________________________________________________
 AG9201* NAD 83(1999) POSITION- 27 36 14.65819(N) 082 09 12.72137(W)   ADJUSTED
 AG9201* NAD 83(1999) ELLIP HT-     8.524 (meters)        (06/12/02)   ADJUSTED
 AG9201* NAVD 88 ORTHO HEIGHT -    33.461 (meters)      109.78  (feet) ADJUSTED
 AG9201  ______________________________________________________________________
 AG9201  GEOID HEIGHT    -        -24.919 (meters)                     GEOID18
 AG9201  NAD 83(1999) X  -    772,177.706 (meters)                     COMP
 AG9201  NAD 83(1999) Y  - -5,603,235.272 (meters)                     COMP
 AG9201  NAD 83(1999) Z  -  2,937,698.781 (meters)                     COMP
 AG9201  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 AG9201  DYNAMIC HEIGHT  -         33.411 (meters)      109.62  (feet) COMP
 AG9201  MODELED GRAVITY -    979,144.4   (mgal)                       NAVD 88
 AG9201
 AG9201  HORZ ORDER      -  FIRST
 AG9201  VERT ORDER      -  SECOND    CLASS II
 AG9201  ELLP ORDER      -  FOURTH    CLASS I
 AG9201
 AG9201.The horizontal coordinates were established by GPS observations
 AG9201.and adjusted by the National Geodetic Survey in June 2002.
 AG9201
 AG9201.The orthometric height was determined by differential leveling and
 AG9201.adjusted by the NATIONAL GEODETIC SURVEY
 AG9201.in March 2013.
 AG9201
 AG9201.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9201.GEOID18 height accuracy estimate available here.
 AG9201
 AG9201.Click photographs - Photos may exist for this station.
 AG9201
 AG9201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9201
 AG9201.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9201
 AG9201.The ellipsoidal height was determined by GPS observations
 AG9201.and is referenced to NAD 83.
 AG9201
 AG9201.The dynamic height is computed by dividing the NAVD 88
 AG9201.geopotential number by the normal gravity value computed on the
 AG9201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9201.degrees latitude (g = 980.6199 gals.).
 AG9201
 AG9201.The modeled gravity was interpolated from observed gravity values.
 AG9201
 AG9201. The following values were computed from the NAD 83(1999) position.
 AG9201
 AG9201;                    North         East     Units Scale Factor Converg.
 AG9201;SPC FL W     -   362,345.681   184,844.181   MT  0.99994401   -0 04 16.1
 AG9201;SPC FL W     - 1,188,795.79    606,442.95   sFT  0.99994401   -0 04 16.1
 AG9201;UTM  17      - 3,053,875.642   386,165.395   MT  0.99975995   -0 32 04.4
 AG9201
 AG9201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9201!SPC FL W     -   0.99999866  x   0.99994401  =   0.99994267
 AG9201!UTM  17      -   0.99999866  x   0.99975995  =   0.99975861
 AG9201
 AG9201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8616553875(NAD 83)
 AG9201
 AG9201                          SUPERSEDED SURVEY CONTROL
 AG9201
 AG9201  NAD 83(1990)-  27 36 14.65589(N)    082 09 12.72055(W) AD(       ) 1
 AG9201  ELLIP H (05/01/91)    8.672  (m)                       GP(       ) 4 1
 AG9201  NAD 83(1986)-  27 36 14.65627(N)    082 09 12.73783(W) AD(       ) 1
 AG9201  NGVD 29 (10/26/89)   33.8    (m)  RAPSU86  model used  GPS OBS        
 AG9201
 AG9201.Superseded values are not recommended for survey control.
 AG9201
 AG9201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9201.See file dsdata.pdf to determine how the superseded data were derived.
 AG9201
 AG9201_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9201_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AG9201+WITH SETTING: INFORMATION.
 AG9201_STAMPING: 096
 AG9201_MARK LOGO: FL-081
 AG9201_PROJECTION: RECESSED 30 CENTIMETERS
 AG9201_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AG9201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9201+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2012
 AG9201
 AG9201  HISTORY     - Date     Condition        Report By
 AG9201  HISTORY     - 1987     MONUMENTED       FL-081
 AG9201  HISTORY     - 20080130 GOOD             FL-081
 AG9201  HISTORY     - 20120618 GOOD             YOUNG
 AG9201  HISTORY     - 20130118 GOOD             FL-081
 AG9201  HISTORY     - 20170303 GOOD             FL-081
 AG9201
 AG9201                          STATION DESCRIPTION
 AG9201
 AG9201'DESCRIBED BY MANATEE COUNTY FLORIDA 1987 (TMJ)
 AG9201'THE STATION IS LOCATED 27 MILES NORTHEAST OF BRADENTON ABD 16.5 MILES
 AG9201'EAST OF PARRISH, ON S R 39.
 AG9201'
 AG9201'TO REACH THE STATION FROM THE JUNCTION OF STATE ROAD 62 AND
 AG9201'U.S. HIGHWAY 301 IN PARRISH, GO EAST ON STATE ROAD 62 FOR 17.1 MILES
 AG9201'TO THE INTERSECTION WITH STATE ROAD 39, TURN LEFT, GO NORTH ON
 AG9201'STATE ROAD 39 FOR 1.0 MILE AND THE STATION ON THE RIGHT.
 AG9201'
 AG9201'THE STATION IS A 3-1/4 INCH DIAMETER ALUMINUM DISK STAMPED---MANATEE
 AG9201'COUNTY GEOGRAPHIC INFORMATION SYSTEM GIS 096---.  DISK IS SET ON ONE
 AG9201'THREE FOOT SECTION OF BERNSTEN TS-R-3 ROD ATTACHED TO TWO THREE FOOT
 AG9201'SECTIONS OF BERNSTEN HDR-R-3 ROD HAMMERED TO REFUSAL.  THE STATION IS
 AG9201'TWELVE INCHES BELOW GROUND SURFACE.  IT IS 63 FEET EAST OF THE
 AG9201'CENTERLINE OF S.R. 39 AND 7.4 FEET WEST OF A FENCE CORNER.A
 AG9201'CARSONITE WITNESS POST WAS SET AT THE STATION.
 AG9201'
 AG9201'THE STATION IS REFERENCED BY AN IRON ROD WITH CAP, A NAIL WITH A DISK
 AG9201'AND A RAIL ROAD SPIKE.  THE STATION BEARS WNW 8.50 FEET FROM AN IRON
 AG9201'ROD WITH A CAP STAMPED---CHASTAIN SKILLMAN---.  THE STATION BEARS
 AG9201'ESE 62.66 FEET FROM A NAIL WITH DISK IN THE CENTERLINE OF S R 39.
 AG9201'THE STATION BEARS 288.88 FEET FROM A RAILROAD SPIKE WITH A CROSS
 AG9201'CUT IN THE CENTERLINE OF S R 39.
 AG9201'
 AG9201'THE AZIMUTH MARK IS STAMPED---
 AG9201'---MANATEE COUNTY GEOGRAPHIC INFORMATION SYSTEM AZIMUTH 096---.
 AG9201'THE MARK IS 0.43 MILES SOUTH FROM THE STATION.  THE MARK 12.6 FEET
 AG9201'WEST OF THE EAST R/W FENCE LINE.  THE MARK BEARS EAST 45.74 FEET
 AG9201'FROM A SPIKE NAIL WITH A DISK IN THE EAST EDGE OF PAVEMENT OF
 AG9201'S R 39.  THE MARK BEARS NNW 108.89 FEET FROM A NAIL WITH A DISK
 AG9201'IN THE NORTH SIDE OF A POWER POLE NO. 16 196 8.  A CARSONITE
 AG9201'WITNESS POST WAS SET AT THE AZIMUTH MARK.
 AG9201
 AG9201                          STATION RECOVERY (2008)
 AG9201
 AG9201'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (MSL)
 AG9201'RECOVERED AS DESCRIBED
 AG9201
 AG9201                          STATION RECOVERY (2012)
 AG9201
 AG9201'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2012 (TKO)
 AG9201'RECOVERED AS DESCRIBED.
 AG9201
 AG9201                          STATION RECOVERY (2013)
 AG9201
 AG9201'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (KW)
 AG9201'RECOVERED IN GOOD CONDITION.
 AG9201
 AG9201                          STATION RECOVERY (2017)
 AG9201
 AG9201'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2017 (TEC)
 AG9201'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9529 ***********************************************************************
 AG9529  DESIGNATION -  096
 AG9529  PID         -  AG9529
 AG9529  STATE/COUNTY-  FL/SARASOTA
 AG9529  COUNTRY     -  US
 AG9529  USGS QUAD   -  MYAKKA RIVER (2018)
 AG9529
 AG9529                         *CURRENT SURVEY CONTROL
 AG9529  ______________________________________________________________________
 AG9529* NAD 83(2011) POSITION- 27 02 57.87567(N) 082 21 08.17656(W)   ADJUSTED
 AG9529* NAD 83(2011) ELLIP HT-   -20.031 (meters)        (06/27/12)   ADJUSTED
 AG9529* NAD 83(2011) EPOCH   -  2010.00
 AG9529* NAVD 88 ORTHO HEIGHT -     3.876 (meters)       12.72  (feet) ADJUSTED
 AG9529  ______________________________________________________________________
 AG9529  GEOID HEIGHT    -        -23.905 (meters)                     GEOID18
 AG9529  NAD 83(2011) X  -    756,489.057 (meters)                     COMP
 AG9529  NAD 83(2011) Y  - -5,633,818.417 (meters)                     COMP
 AG9529  NAD 83(2011) Z  -  2,883,083.487 (meters)                     COMP
 AG9529  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 AG9529  DYNAMIC HEIGHT  -          3.870 (meters)       12.70  (feet) COMP
 AG9529  MODELED GRAVITY -    979,129.7   (mgal)                       NAVD 88
 AG9529
 AG9529  VERT ORDER      -  FIRST     CLASS II
 AG9529
 AG9529  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9529  Standards:
 AG9529         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9529            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9529  -------------------------------------------------------------------
 AG9529  NETWORK    3.15   6.31           1.31   1.26   3.22      0.13954118
 AG9529  -------------------------------------------------------------------
 AG9529  Click here for local accuracies and other accuracy information.
 AG9529
 AG9529.The horizontal coordinates were established by GPS observations
 AG9529.and adjusted by the National Geodetic Survey in June 2012.
 AG9529
 AG9529.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9529.been affixed to the stable North American tectonic plate. See 
 AG9529.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9529
 AG9529.The horizontal coordinates are valid at the epoch date displayed above
 AG9529.which is a decimal equivalence of Year/Month/Day.
 AG9529
 AG9529.The orthometric height was determined by differential leveling and
 AG9529.adjusted by the NATIONAL GEODETIC SURVEY
 AG9529.in May 2008.
 AG9529
 AG9529.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9529.GEOID18 height accuracy estimate available here.
 AG9529
 AG9529.Click photographs - Photos may exist for this station.
 AG9529
 AG9529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9529
 AG9529.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9529
 AG9529.The ellipsoidal height was determined by GPS observations
 AG9529.and is referenced to NAD 83.
 AG9529
 AG9529.The dynamic height is computed by dividing the NAVD 88
 AG9529.geopotential number by the normal gravity value computed on the
 AG9529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9529.degrees latitude (g = 980.6199 gals.).
 AG9529
 AG9529.The modeled gravity was interpolated from observed gravity values.
 AG9529
 AG9529. The following values were computed from the NAD 83(2011) position.
 AG9529
 AG9529;                    North         East     Units Scale Factor Converg.
 AG9529;SPC FL W     -   300,927.397   165,052.574   MT  0.99995625   -0 09 36.7
 AG9529;SPC FL W     -   987,292.63    541,509.99   sFT  0.99995625   -0 09 36.7
 AG9529;UTM  17      - 2,992,627.678   365,885.486   MT  0.99982204   -0 36 54.2
 AG9529
 AG9529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9529!SPC FL W     -   1.00000315  x   0.99995625  =   0.99995940
 AG9529!UTM  17      -   1.00000315  x   0.99982204  =   0.99982519
 AG9529
 AG9529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6588592627(NAD 83)
 AG9529
 AG9529                          SUPERSEDED SURVEY CONTROL
 AG9529
 AG9529  NAD 83(2007)-  27 02 57.87574(N)    082 21 08.17699(W) AD(2002.00) 0
 AG9529  ELLIP H (02/10/07)  -20.023  (m)                       GP(2002.00)    
 AG9529  NAD 83(1999)-  27 02 57.87554(N)    082 21 08.17816(W) AD(       ) 1
 AG9529  ELLIP H (06/19/01)  -19.964  (m)                       GP(       ) 4 1
 AG9529  NAD 83(1990)-  27 02 57.87413(N)    082 21 08.17755(W) AD(       ) 1
 AG9529  ELLIP H (05/09/94)  -19.921  (m)                       GP(       ) 4 2
 AG9529  NAVD 88 (05/09/94)    3.9    (m)  GEOID93  model used  GPS OBS        
 AG9529
 AG9529.Superseded values are not recommended for survey control.
 AG9529
 AG9529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9529.See file dsdata.pdf to determine how the superseded data were derived.
 AG9529
 AG9529_MARKER: DD = SURVEY DISK
 AG9529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9529_STAMPING: 096
 AG9529_MARK LOGO: FL-115
 AG9529_PROJECTION: RECESSED 20 CENTIMETERS
 AG9529_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9529+STABILITY: SURFACE MOTION
 AG9529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9529+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2023
 AG9529
 AG9529  HISTORY     - Date     Condition        Report By
 AG9529  HISTORY     - 1992     MONUMENTED       FL-115
 AG9529  HISTORY     - 20051003 GOOD             FLDEP
 AG9529  HISTORY     - 20110331 GOOD             DEGROV
 AG9529  HISTORY     - 20230621 GOOD             PICKET
 AG9529
 AG9529                          STATION DESCRIPTION
 AG9529
 AG9529'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9529'TO REACH THE STATION FROM THE INTERSECTION OF JACARANDA BOULEVARD AND
 AG9529'U.S. HIGHWAY 41 (TAMIAMI TRAIL) IN SARASOTA COUNTY, GO EAST ON U.S.
 AG9529'HIGHWAY 41 (TAMIAMI TRAIL), 2.8 MI (4.51 KM) TO THE STATION ON THE
 AG9529'RIGHT.
 AG9529'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---096---
 AG9529'SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9529'7-INCHES BELOW THE GROUND. IT 34.1 FT (10.39 M) SOUTHERLY OF THE
 AG9529'CENTERLINE OF U.S. HIGHWAY 41 (TAMIAMI TRAIL), AND 38.5 FT (11.73 M)
 AG9529'NORTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9529'REFERENCES--
 AG9529'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9529'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9529'PAVEMENT ROAD BED FOR U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT IS 27.12 FT
 AG9529'(8.27 M)NORTHWESTERLY OF SARCO G.P.S. STATION SAR 096, AND 26.09 FT
 AG9529'(7.95 M) WESTERLY OF SARCO REFERENCE NO. 2.
 AG9529'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9529'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9529'PAVEMENT ROAD BED FOR U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT IS 27.92 FT
 AG9529'(8.51 M)NORTHEASTERLY OF SARCO G.P.S. STATION SAR 096, AND 26.09 FT
 AG9529'(7.95 M) EASTERLY OF SARCO REFERENCE NO. 1.
 AG9529
 AG9529                          STATION RECOVERY (2005)
 AG9529
 AG9529'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG9529'THE MARK IS ABOUT 1.7 MI EAST OF VENICE EAST IN SECTION 31, TOWNSHIP
 AG9529'39 SOUTH, RANGE 20 EAST.
 AG9529'
 AG9529'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 AG9529'776 IN SOUTH VENICE, GO EAST ON U.S. HIGHWAY 41 FOR 3.25 MI TO A HIGH
 AG9529'VOLTAGE POWER LINE CROSSING AND THE MARK ON THE RIGHT, SET IN THE TOP
 AG9529'OF A ROUND CONCRETE MONUMENT RECESSED 8 INCHES BELOW THE LEVEL OF THE
 AG9529'GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF U.S. HIGHWAY 41.
 AG9529'
 AG9529'LOCATED 69.5 FT NORTHWEST OF THE APPROXIMATE CENTER OF A METAL GATE,
 AG9529'52.5FT WEST OF THE APPROXIMATE CENTERLINE OF AN UNPAVED POWER LINE
 AG9529'MAINTENANCE ROAD, 34.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF U.S.
 AG9529'HIGHWAY 41 SOUTHBOUND, 26.0 FT NORTH-NORTHEAST OF THE APPROXIMATE
 AG9529'CENTER OF A CULVERT HEADWALL AND 21.0 FT NORTH OF A CARSONITE WITNESS
 AG9529'POST.
 AG9529
 AG9529                          STATION RECOVERY (2011)
 AG9529
 AG9529'RECOVERY NOTE BY DEGROVE SURVEYORS INCORPORATED 2011 (RLT)
 AG9529'RECOVERED IN GOOD CONDITION.
 AG9529
 AG9529                          STATION RECOVERY (2023)
 AG9529
 AG9529'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2023 (JF)
 AG9529'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9530 ***********************************************************************
 AG9530  DESIGNATION -  097
 AG9530  PID         -  AG9530
 AG9530  STATE/COUNTY-  FL/CHARLOTTE
 AG9530  COUNTRY     -  US
 AG9530  USGS QUAD   -  ENGLEWOOD (2018)
 AG9530
 AG9530                         *CURRENT SURVEY CONTROL
 AG9530  ______________________________________________________________________
 AG9530* NAD 83(2011) POSITION- 26 56 42.68271(N) 082 15 04.93944(W)   ADJUSTED
 AG9530* NAD 83(2011) ELLIP HT-   -21.124 (meters)        (06/27/12)   ADJUSTED
 AG9530* NAD 83(2011) EPOCH   -  2010.00
 AG9530* NAVD 88 ORTHO HEIGHT -     2.7   (meters)        9.    (feet) GPS OBS
 AG9530  ______________________________________________________________________
 AG9530  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9530  GEOID HEIGHT    -        -24.640 (meters)                     GEOID93
 AG9530  GEOID HEIGHT    -        -23.846 (meters)                     GEOID18
 AG9530  NAD 83(2011) X  -    767,115.820 (meters)                     COMP
 AG9530  NAD 83(2011) Y  - -5,637,670.822 (meters)                     COMP
 AG9530  NAD 83(2011) Z  -  2,872,793.464 (meters)                     COMP
 AG9530  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 AG9530
 AG9530  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9530  Standards:
 AG9530         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9530            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9530  -------------------------------------------------------------------
 AG9530  NETWORK    2.25   4.43           0.92   0.92   2.26      0.06062707
 AG9530  -------------------------------------------------------------------
 AG9530  Click here for local accuracies and other accuracy information.
 AG9530
 AG9530.The horizontal coordinates were established by GPS observations
 AG9530.and adjusted by the National Geodetic Survey in June 2012.
 AG9530
 AG9530.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9530.been affixed to the stable North American tectonic plate. See 
 AG9530.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9530
 AG9530.The horizontal coordinates are valid at the epoch date displayed above
 AG9530.which is a decimal equivalence of Year/Month/Day.
 AG9530
 AG9530.The orthometric height was determined by GPS observations and a
 AG9530.high-resolution geoid model.
 AG9530
 AG9530.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9530.GEOID18 height accuracy estimate available here.
 AG9530
 AG9530.Click photographs - Photos may exist for this station.
 AG9530
 AG9530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9530
 AG9530.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9530
 AG9530.The ellipsoidal height was determined by GPS observations
 AG9530.and is referenced to NAD 83.
 AG9530
 AG9530. The following values were computed from the NAD 83(2011) position.
 AG9530
 AG9530;                    North         East     Units Scale Factor Converg.
 AG9530;SPC FL W     -   289,356.063   175,039.429   MT  0.99994886   -0 06 50.1
 AG9530;SPC FL W     -   949,329.02    574,275.19   sFT  0.99994886   -0 06 50.1
 AG9530;UTM  17      - 2,980,979.274   375,778.886   MT  0.99979049   -0 34 01.6
 AG9530
 AG9530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9530!SPC FL W     -   1.00000332  x   0.99994886  =   0.99995218
 AG9530!UTM  17      -   1.00000332  x   0.99979049  =   0.99979381
 AG9530
 AG9530:                Primary Azimuth Mark                     Grid Az
 AG9530:SPC FL W     -  4120 01 002                              269 54 54.0
 AG9530:UTM  17      -  4120 01 002                              270 22 05.5
 AG9530
 AG9530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7577880979(NAD 83)
 AG9530
 AG9530|---------------------------------------------------------------------|
 AG9530| PID    Reference Object                     Distance      Geod. Az  |
 AG9530|                                                           dddmmss.s |
 AG9530| AG9464 4120 01 002                         421.989 METERS 2694803.9 |
 AG9530|---------------------------------------------------------------------|
 AG9530
 AG9530                          SUPERSEDED SURVEY CONTROL
 AG9530
 AG9530  NAD 83(2007)-  26 56 42.68280(N)    082 15 04.94004(W) AD(2002.00) 0
 AG9530  ELLIP H (02/10/07)  -21.111  (m)                       GP(2002.00)    
 AG9530  NAD 83(1999)-  26 56 42.68290(N)    082 15 04.94091(W) AD(       ) 1
 AG9530  ELLIP H (06/19/01)  -21.085  (m)                       GP(       ) 4 1
 AG9530  NAD 83(1990)-  26 56 42.68107(N)    082 15 04.93975(W) AD(       ) 1
 AG9530  ELLIP H (05/09/94)  -21.120  (m)                       GP(       ) 4 2
 AG9530
 AG9530.Superseded values are not recommended for survey control.
 AG9530
 AG9530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9530.See file dsdata.pdf to determine how the superseded data were derived.
 AG9530
 AG9530_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9530_STAMPING: 097
 AG9530_MARK LOGO: FL-115
 AG9530_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9530+STABILITY: SURFACE MOTION
 AG9530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9530+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9530
 AG9530  HISTORY     - Date     Condition        Report By
 AG9530  HISTORY     - 1992     MONUMENTED       FL-115
 AG9530  HISTORY     - 20011128 GOOD             USPSQD
 AG9530
 AG9530                          STATION DESCRIPTION
 AG9530
 AG9530'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9530'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 776 (MCCALL
 AG9530'ROAD) AND DAVID BOULEVARD IN CHARLOTTE COUNTY, GO NORTH ON DAVID
 AG9530'BOULEVARD 0.85 MI (1.37 KM) TO THE INTERSECTION OF DAVID BOULEVARD
 AG9530'AND FORESMAN BOULEVARD, GO WEST ON FORESMAN BOULEVARD, 0.26 MI
 AG9530'(0.42 KM) TO PICARD STREET AND THE STATION ON THE LEFT.
 AG9530'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---097---
 AG9530'SET IN A 10-INCH ROUND POURED IN PLACE ROUND CONCRETE MONUMENT THAT
 AG9530'IS 6-INCHES BELOW THE GROUND. IT IS 22.42 FT (6.83 M) SOUTHERLY OF
 AG9530'THE INTERSECTION OF PICARD STREET AND FORESMAN BOULEVARD, AND 3.1 FT
 AG9530'(0.94 M) NORTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9530'REFERENCES--
 AG9530'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9530'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9530'PAVEMENT ROAD BED FOR FORESMAN BOULEVARD. IT IS 16.13 FT (4.92 M)
 AG9530'NORTHEASTERLY OF SARCO G.P.S. STATION SAR 097, AND 14.99 FT (4.57 M)
 AG9530'EASTERLY OF SARCO REFERENCE NO. 2.
 AG9530'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9530'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9530'PAVEMENT ROAD BED FOR FORESMAN BOULEVARD. IT IS 15.29 FT (4.66 M)
 AG9530'NORTHWESTERLY OF SARCO G.P.S. STATION SAR 097, AND 14.99 FT (4.57 M)
 AG9530'WESTERLY OF SARCO REFERENCE NO. 1.
 AG9530
 AG9530                          STATION RECOVERY (2001)
 AG9530
 AG9530'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG9530'ALSO 097 RM1 FOUND GOOD
 AG9530'ALSO 097 RM2 FOUND GOOD
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9531 ***********************************************************************
 AG9531  DESIGNATION -  098
 AG9531  PID         -  AG9531
 AG9531  STATE/COUNTY-  FL/SARASOTA
 AG9531  COUNTRY     -  US
 AG9531  USGS QUAD   -  MURDOCK (2018)
 AG9531
 AG9531                         *CURRENT SURVEY CONTROL
 AG9531  ______________________________________________________________________
 AG9531* NAD 83(2011) POSITION- 27 02 22.34562(N) 082 09 21.25287(W)   ADJUSTED
 AG9531* NAD 83(2011) ELLIP HT-   -19.211 (meters)        (06/27/12)   ADJUSTED
 AG9531* NAD 83(2011) EPOCH   -  2010.00
 AG9531* NAVD 88 ORTHO HEIGHT -     4.812 (meters)       15.79  (feet) ADJUSTED
 AG9531  ______________________________________________________________________
 AG9531  GEOID HEIGHT    -        -24.037 (meters)                     GEOID18
 AG9531  NAD 83(2011) X  -    775,861.113 (meters)                     COMP
 AG9531  NAD 83(2011) Y  - -5,631,685.947 (meters)                     COMP
 AG9531  NAD 83(2011) Z  -  2,882,109.864 (meters)                     COMP
 AG9531  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 AG9531  DYNAMIC HEIGHT  -          4.804 (meters)       15.76  (feet) COMP
 AG9531  MODELED GRAVITY -    979,122.9   (mgal)                       NAVD 88
 AG9531
 AG9531  VERT ORDER      -  SECOND    CLASS I
 AG9531
 AG9531  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9531  Standards:
 AG9531         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9531            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9531  -------------------------------------------------------------------
 AG9531  NETWORK    2.45   5.04           0.95   1.05   2.57      0.11426766
 AG9531  -------------------------------------------------------------------
 AG9531  Click here for local accuracies and other accuracy information.
 AG9531
 AG9531.The horizontal coordinates were established by GPS observations
 AG9531.and adjusted by the National Geodetic Survey in June 2012.
 AG9531
 AG9531.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9531.been affixed to the stable North American tectonic plate. See 
 AG9531.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9531
 AG9531.The horizontal coordinates are valid at the epoch date displayed above
 AG9531.which is a decimal equivalence of Year/Month/Day.
 AG9531
 AG9531.The orthometric height was determined by differential leveling and
 AG9531.adjusted by the NATIONAL GEODETIC SURVEY
 AG9531.in July 2009.
 AG9531
 AG9531.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9531.GEOID18 height accuracy estimate available here.
 AG9531
 AG9531.Click photographs - Photos may exist for this station.
 AG9531
 AG9531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9531
 AG9531.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9531
 AG9531.The ellipsoidal height was determined by GPS observations
 AG9531.and is referenced to NAD 83.
 AG9531
 AG9531.The dynamic height is computed by dividing the NAVD 88
 AG9531.geopotential number by the normal gravity value computed on the
 AG9531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9531.degrees latitude (g = 980.6199 gals.).
 AG9531
 AG9531.The modeled gravity was interpolated from observed gravity values.
 AG9531
 AG9531. The following values were computed from the NAD 83(2011) position.
 AG9531
 AG9531;                    North         East     Units Scale Factor Converg.
 AG9531;SPC FL W     -   299,794.594   184,532.122   MT  0.99994413   -0 04 15.1
 AG9531;SPC FL W     -   983,576.10    605,419.14   sFT  0.99994413   -0 04 15.1
 AG9531;UTM  17      - 2,991,340.507   385,352.352   MT  0.99976226   -0 31 31.9
 AG9531
 AG9531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9531!SPC FL W     -   1.00000302  x   0.99994413  =   0.99994715
 AG9531!UTM  17      -   1.00000302  x   0.99976226  =   0.99976528
 AG9531
 AG9531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8535291340(NAD 83)
 AG9531
 AG9531                          SUPERSEDED SURVEY CONTROL
 AG9531
 AG9531  NAD 83(2007)-  27 02 22.34576(N)    082 09 21.25347(W) AD(2002.00) 0
 AG9531  ELLIP H (02/10/07)  -19.205  (m)                       GP(2002.00)    
 AG9531  NAD 83(1999)-  27 02 22.34582(N)    082 09 21.25385(W) AD(       ) 1
 AG9531  ELLIP H (06/19/01)  -19.182  (m)                       GP(       ) 4 1
 AG9531  NAD 83(1990)-  27 02 22.34411(N)    082 09 21.25320(W) AD(       ) 1
 AG9531  ELLIP H (05/09/94)  -19.125  (m)                       GP(       ) 4 2
 AG9531  NAVD 88 (05/09/94)    4.8    (m)  GEOID93  model used  GPS OBS        
 AG9531
 AG9531.Superseded values are not recommended for survey control.
 AG9531
 AG9531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9531.See file dsdata.pdf to determine how the superseded data were derived.
 AG9531
 AG9531_MARKER: DD = SURVEY DISK
 AG9531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9531_STAMPING: 098
 AG9531_MARK LOGO: FL-115
 AG9531_PROJECTION: RECESSED 15 CENTIMETERS
 AG9531_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9531+STABILITY: SURFACE MOTION
 AG9531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9531+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2022
 AG9531
 AG9531  HISTORY     - Date     Condition        Report By
 AG9531  HISTORY     - 1992     MONUMENTED       FL-115
 AG9531  HISTORY     - 20070131 GOOD             USPSQD
 AG9531  HISTORY     - 20070914 GOOD             FLDEP
 AG9531  HISTORY     - 20191010 GOOD             FGLDSV
 AG9531  HISTORY     - 20220224 GOOD             FLDT
 AG9531
 AG9531                          STATION DESCRIPTION
 AG9531
 AG9531'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9531'TO REACH THE STATION FROM THE INTERSECTION OF HILLSBOROUGH BOULEVARD
 AG9531'AND COLLINGSWOOD BOULEVARD IN SARASOTA COUNTY, GO NORTH ON
 AG9531'COLLINGSWOOD BOULEVARD, 0.5 MI (0.80 KM) TO THE STATION ON THE RIGHT.
 AG9531'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---098---
 AG9531'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9531'6-INCHES BELOW THE GROUND. IT IS 55.5 FT (16.92 M) SOUTHEASTERLY OF
 AG9531'THE CENTERLINE OF COLLINGSWOOD BOULEVARD, AND 2.7 FT (0.82 M)
 AG9531'NORTHWESTERLY OF A SURVEY MARKER WITNESS POST.
 AG9531'REFERENCES--
 AG9531'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9531'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF PAVEMENT ROAD
 AG9531'BED FOR COLLINGSWOOD BOULEVARD. IT IS 49.38 FT (15.05 M)
 AG9531'SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 098, AND 57.25 FT (17.45 M)
 AG9531'SOUTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9531'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9531'REFERENCE TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF ASPHALT
 AG9531'PAVEMENT ROAD BED FOR COLLINGSWOOD BOULEVARD. IT IS 54.72 FT
 AG9531'(16.68 M)  NORTHWESTERLY OF SARCO G.P.S. STATION SAR 098, AND 57.25
 AG9531'FT (17.45 M)  NORTHEASTERLY OF SARCO REFERENCE NO. 1.
 AG9531
 AG9531                          STATION RECOVERY (2007)
 AG9531
 AG9531'RECOVERY NOTE BY US POWER SQUADRON 2007 (KEM)
 AG9531'RECOVERED IN GOOD CONDITION.
 AG9531
 AG9531                          STATION RECOVERY (2007)
 AG9531
 AG9531'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG9531'RECOVERED AS DESCRIBED.
 AG9531
 AG9531                          STATION RECOVERY (2019)
 AG9531
 AG9531'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2019 (JKI)
 AG9531'RECOVERED IN GOOD CONDITION.
 AG9531
 AG9531                          STATION RECOVERY (2022)
 AG9531
 AG9531'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2022 (BP)
 AG9531'THE MARK IS LOCATED 70.0 FT (21.3 M) SOUTHEAST 15 DEGREES FROM A SET
 AG9531'PK NAIL AND FDOT DISK, 44.5 FEET SOUTHEAST 70 DEGREES FROM A SET PK
 AG9531'NAIL AND FDOT DISK AND 70.0 FEET NORTHEAST 54 DEGREES FROM A SET PK
 AG9531'NAIL AND FDOT DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4791 ***********************************************************************
 AC4791  DESIGNATION -  0OR3 CHISLED X
 AC4791  PID         -  AC4791
 AC4791  STATE/COUNTY-  FL/MONROE
 AC4791  COUNTRY     -  US
 AC4791  USGS QUAD   -  GARDEN COVE (2018)
 AC4791
 AC4791                         *CURRENT SURVEY CONTROL
 AC4791  ______________________________________________________________________
 AC4791* NAD 83(1990) POSITION- 25 10 17.52781(N) 080 22 26.64111(W)   ADJUSTED
 AC4791* NAD 83(1990) ELLIP HT-   -21.408 (meters)        (09/10/92)   ADJUSTED
 AC4791* NAVD 88 ORTHO HEIGHT -     3.1   (meters)       10.    (feet) VERTCON3
 AC4791  ______________________________________________________________________
 AC4791  GEOID HEIGHT    -        -24.554 (meters)                     GEOID18
 AC4791  NAD 83(1990) X  -    965,823.603 (meters)                     COMP
 AC4791  NAD 83(1990) Y  - -5,694,615.913 (meters)                     COMP
 AC4791  NAD 83(1990) Z  -  2,696,274.701 (meters)                     COMP
 AC4791  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 AC4791  HORZ ORDER      -  SECOND
 AC4791  ELLP ORDER      -  FOURTH    CLASS II
 AC4791
 AC4791.The horizontal coordinates were established by GPS observations
 AC4791.and adjusted by the National Geodetic Survey in September 1992.
 AC4791
 AC4791.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC4791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC4791
 AC4791.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4791.GEOID18 height accuracy estimate available here.
 AC4791
 AC4791.Click photographs - Photos may exist for this station.
 AC4791
 AC4791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4791
 AC4791.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC4791
 AC4791.The ellipsoidal height was determined by GPS observations
 AC4791.and is referenced to NAD 83.
 AC4791
 AC4791. The following values were computed from the NAD 83(1990) position.
 AC4791
 AC4791;                    North         East     Units Scale Factor Converg.
 AC4791;SPC FL E     -    92,988.140   263,097.079   MT  0.99999032   +0 15 58.5
 AC4791;SPC FL E     -   305,078.59    863,177.67   sFT  0.99999032   +0 15 58.5
 AC4791;UTM  17      - 2,784,088.395   563,075.551   MT  0.99964913   +0 15 58.5
 AC4791
 AC4791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4791!SPC FL E     -   1.00000336  x   0.99999032  =   0.99999368
 AC4791!UTM  17      -   1.00000336  x   0.99964913  =   0.99965249
 AC4791
 AC4791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH6307584088(NAD 83)
 AC4791
 AC4791                          SUPERSEDED SURVEY CONTROL
 AC4791
 AC4791  NGVD 29 (09/10/92)    3.5    (m)  GEOID90  model used  GPS OBS        
 AC4791
 AC4791.Superseded values are not recommended for survey control.
 AC4791
 AC4791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4791.See file dsdata.pdf to determine how the superseded data were derived.
 AC4791
 AC4791_MARKER: X = CHISELED CROSS
 AC4791_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC4791+WITH SETTING: PAVEMENT
 AC4791_SP_SET: 11 FT BY 12 FT CONCRETE SLAB
 AC4791_MARK LOGO: NOS
 AC4791_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4791+STABILITY: SURFACE MOTION
 AC4791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4791+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AC4791
 AC4791  HISTORY     - Date     Condition        Report By
 AC4791  HISTORY     - 1991     MONUMENTED       NOS
 AC4791  HISTORY     - 20110926 GOOD             GEOCAC
 AC4791
 AC4791                          STATION DESCRIPTION
 AC4791
 AC4791'DESCRIBED BY NATIONAL OCEAN SERVICE 1991
 AC4791'THE STATION IS LOCATED ON KEY LARGO KEY AT THE JUNCTION OF US HIGHWAY
 AC4791'ONE AND STATE HIGHWAY 905, AT THE NORTHEAST END OF THE CITY OF KEY
 AC4791'LARGO ON THE OUTSIDE OF OF A CURVE OF US HIGHWAY ONE.
 AC4791'THE STATION IS
 AC4791'LOCATED AT MILE MARKER 106.5, 101 ME SOUTHWEST OF THE SOUTHWEST FACE
 AC4791'OF OF A CIRCLE K CONVENIENCE STORE 27.1 M (88.91 FT) NORTHWEST OF THE
 AC4791'CENTERLINE OF STATE HIGHWAY, 12.3 M (40.35 FT) SOUTHEAST OF THE
 AC4791'NORTHEAST BOUND LANES OF US HIGHWAY 1.
 AC4791'THE STATION IS A CHISLED X AT
 AC4791'THE CENTER OF 11 FT (3.35 M) BY A 12 FT (3.66 M) WHITE CONCRETE SLAB
 AC4791'BEARING THE LETTERS 0OR3.
 AC4791
 AC4791                          STATION RECOVERY (2011)
 AC4791
 AC4791'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AC4791'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0756 ***********************************************************************
 BE0756  TIDAL BM    -  This is a Tidal Bench Mark.
 BE0756  DESIGNATION -  1
 BE0756  PID         -  BE0756
 BE0756  STATE/COUNTY-  FL/BAY
 BE0756  COUNTRY     -  US
 BE0756  USGS QUAD   -  PANAMA CITY (2018)
 BE0756
 BE0756                         *CURRENT SURVEY CONTROL
 BE0756  ______________________________________________________________________
 BE0756* NAD 83(1986) POSITION- 30 09 19.14   (N) 085 39 35.48   (W)   HD_HELD1
 BE0756* NAVD 88 ORTHO HEIGHT -     6.120 (meters)       20.08  (feet) ADJUSTED
 BE0756  ______________________________________________________________________
 BE0756  GEOID HEIGHT    -        -27.728 (meters)                     GEOID18
 BE0756  DYNAMIC HEIGHT  -          6.112 (meters)       20.05  (feet) COMP
 BE0756  MODELED GRAVITY -    979,317.6   (mgal)                       NAVD 88
 BE0756
 BE0756  VERT ORDER      -  FIRST     CLASS II
 BE0756
 BE0756.The horizontal coordinates were determined by differentially corrected
 BE0756.hand held GPS observations or other comparable positioning techniques
 BE0756.and have an estimated accuracy of +/- 3 meters.
 BE0756
 BE0756.The orthometric height was determined by differential leveling and
 BE0756.adjusted by the NATIONAL GEODETIC SURVEY
 BE0756.in October 2018.
 BE0756
 BE0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0756.GEOID18 height accuracy estimate available here.
 BE0756
 BE0756.This Tidal Bench Mark is designated as VM 779
 BE0756.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BE0756
 BE0756.This Tidal Bench Mark is designated as VM 10004
 BE0756.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BE0756
 BE0756.Click photographs - Photos may exist for this station.
 BE0756
 BE0756.The dynamic height is computed by dividing the NAVD 88
 BE0756.geopotential number by the normal gravity value computed on the
 BE0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0756.degrees latitude (g = 980.6199 gals.).
 BE0756
 BE0756.The modeled gravity was interpolated from observed gravity values.
 BE0756
 BE0756;                    North         East    Units  Estimated Accuracy
 BE0756;SPC FL N     -   128,632.1     488,272.2     MT  (+/- 3 meters HH1 GPS) 
 BE0756
 BE0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2905736754(NAD 83)
 BE0756
 BE0756                          SUPERSEDED SURVEY CONTROL
 BE0756
 BE0756  NAVD 88 (06/15/91)    6.124  (m)           20.09   (f) SUPERSEDED  1 2
 BE0756  NGVD 29 (??/??/92)    6.272  (m)           20.58   (f) ADJ UNCH    1 2
 BE0756
 BE0756.Superseded values are not recommended for survey control.
 BE0756
 BE0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0756.See file dsdata.pdf to determine how the superseded data were derived.
 BE0756
 BE0756_MARKER: DB = BENCH MARK DISK
 BE0756_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BE0756+WITH SETTING: PAVEMENT
 BE0756_SP_SET: STEP
 BE0756_STAMPING: 20.577 1933 1
 BE0756_MARK LOGO: USACE
 BE0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0756+STABILITY: SURFACE MOTION
 BE0756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE0756+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2018
 BE0756
 BE0756  HISTORY     - Date     Condition        Report By
 BE0756  HISTORY     - 1933     MONUMENTED       USACE
 BE0756  HISTORY     - 1967     GOOD             CGS
 BE0756  HISTORY     - 1984     GOOD             FLDNR
 BE0756  HISTORY     - 1987     GOOD             USPSQD
 BE0756  HISTORY     - 1989     GOOD             USPSQD
 BE0756  HISTORY     - 1990     GOOD             USPSQD
 BE0756  HISTORY     - 19970301 GOOD             USPSQD
 BE0756  HISTORY     - 20110804 GOOD             WSMI
 BE0756  HISTORY     - 20170211 GOOD             FLDEP
 BE0756  HISTORY     - 20180520 GOOD             FLDEP
 BE0756
 BE0756                          STATION DESCRIPTION
 BE0756
 BE0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BE0756'AT PANAMA CITY.
 BE0756'AT PANAMA CITY, AT THE INTERSECTION OF 4 TH STREET AND LUVERNE
 BE0756'AVENUE, AT THE POLICE DEPT. BUIDLING, SET ON THE TOP OF THE
 BE0756'BOTTOM STEP OF THE MAIN (SOUTH) ENTRANCE TO THE BUILDING, 148
 BE0756'FEET EAST OF THE EAST CURB OF HARRISON AVENUE, 43 FEET WEST OF
 BE0756'THE WEST CURB OF LUVERNE AVENUE, 18.5 FEET NORTH OF THE NORTH
 BE0756'CURB OF 4 TH STREET AND 1/2 FOOT ABOVE THE LEVEL OF THE SIDEWALK.
 BE0756'NOTE-- MASSALINA BAYOU, ST ANDREW BAY.
 BE0756
 BE0756                          STATION RECOVERY (1984)
 BE0756
 BE0756'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE0756'RECOVERED IN GOOD CONDITION EXCEPT THE BUILDING IS NOW OCCUPIED BY THE
 BE0756'BAY HUMANITIES COUNCIL.
 BE0756
 BE0756                          STATION RECOVERY (1987)
 BE0756
 BE0756'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 BE0756'RECOVERED IN GOOD CONDITION.
 BE0756
 BE0756                          STATION RECOVERY (1989)
 BE0756
 BE0756'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE0756'RECOVERED IN GOOD CONDITION.
 BE0756
 BE0756                          STATION RECOVERY (1990)
 BE0756
 BE0756'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE0756'RECOVERED IN GOOD CONDITION.
 BE0756
 BE0756                          STATION RECOVERY (1997)
 BE0756
 BE0756'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE0756'RECOVERED IN GOOD CONDITION.
 BE0756
 BE0756                          STATION RECOVERY (2011)
 BE0756
 BE0756'RECOVERY NOTE BY WHIDDEN SURVEYING AND MAPPING INC 2011 (TEW)
 BE0756'RECOVERED AS DESCRIBED EXCEPT POLICE STATION IS NOW VISUAL ARTS CENTER
 BE0756'
 BE0756
 BE0756                          STATION RECOVERY (2017)
 BE0756
 BE0756'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (MAH)
 BE0756'RECOVERED AS DESCRIBED.
 BE0756
 BE0756                          STATION RECOVERY (2018)
 BE0756
 BE0756'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 BE0756'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0219 ***********************************************************************
 AS0219  DESIGNATION -  1
 AS0219  PID         -  AS0219
 AS0219  STATE/COUNTY-  FL/FRANKLIN
 AS0219  COUNTRY     -  US
 AS0219  USGS QUAD   -  CARRABELLE (2018)
 AS0219
 AS0219                         *CURRENT SURVEY CONTROL
 AS0219  ______________________________________________________________________
 AS0219* NAD 83(1986) POSITION- 29 50 02.     (N) 084 41 01.     (W)   SCALED
 AS0219* NAVD 88 ORTHO HEIGHT -     2.292 (meters)        7.52  (feet) ADJUSTED
 AS0219  ______________________________________________________________________
 AS0219  GEOID HEIGHT    -        -27.214 (meters)                     GEOID18
 AS0219  DYNAMIC HEIGHT  -          2.289 (meters)        7.51  (feet) COMP
 AS0219  MODELED GRAVITY -    979,318.8   (mgal)                       NAVD 88
 AS0219
 AS0219  VERT ORDER      -  FIRST     CLASS I
 AS0219
 AS0219.The horizontal coordinates were scaled from a map and have
 AS0219.an estimated accuracy of +/- 6 seconds.
 AS0219
 AS0219.The orthometric height was determined by differential leveling and
 AS0219.adjusted by the NATIONAL GEODETIC SURVEY
 AS0219.in June 1991.
 AS0219
 AS0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0219.GEOID18 height accuracy estimate available here.
 AS0219
 AS0219.Click photographs - Photos may exist for this station.
 AS0219
 AS0219.The dynamic height is computed by dividing the NAVD 88
 AS0219.geopotential number by the normal gravity value computed on the
 AS0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0219.degrees latitude (g = 980.6199 gals.).
 AS0219
 AS0219.The modeled gravity was interpolated from observed gravity values.
 AS0219
 AS0219;                    North         East    Units  Estimated Accuracy
 AS0219;SPC FL N     -    92,450.      582,260.      MT  (+/- 180 meters Scaled)
 AS0219
 AS0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU238026(NAD 83)
 AS0219
 AS0219                          SUPERSEDED SURVEY CONTROL
 AS0219
 AS0219  NGVD 29 (??/??/92)    2.471  (m)            8.11   (f) ADJ UNCH    1 1
 AS0219
 AS0219.Superseded values are not recommended for survey control.
 AS0219
 AS0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0219.See file dsdata.pdf to determine how the superseded data were derived.
 AS0219
 AS0219_MARKER: DD = SURVEY DISK
 AS0219_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AS0219+WITH SETTING: INTO GROUND
 AS0219_STAMPING: 8.376 BOOTH 1 1933 1
 AS0219_MARK LOGO: USACE
 AS0219_MAGNETIC: I = MARKER IS A STEEL ROD
 AS0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0219
 AS0219  HISTORY     - Date     Condition        Report By
 AS0219  HISTORY     - 1933     MONUMENTED       USACE
 AS0219  HISTORY     - 1967     GOOD             CGS
 AS0219  HISTORY     - 1975     GOOD             NGS
 AS0219  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AS0219  HISTORY     - 20180206 MARK NOT FOUND   FLDEP
 AS0219
 AS0219                          STATION DESCRIPTION
 AS0219
 AS0219'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AS0219'1.8 MI SW FROM CARRABELLE.
 AS0219'ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAYS 98 AND 319 FROM THE
 AS0219'SCHOOL AT CARRABELLE, IN SECTION 30, R 4 W, T 7 S, ABOUT 1.0
 AS0219'MILE SOUTH OF THE BRIDGE OVER THE CARRABELLE RIVER, AT THE OUTSIDE
 AS0219'OF A CURVE IN THE HIGHWAYS, 16 1/2 FEET EAST OF THE CENTER LINE
 AS0219'OF THE HIGHWAY, 192 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 AS0219'16-FOOT CONCRETE AND WOODEN BRIDGE OVER A SMALL STREAM, 2 FEET
 AS0219'EAST OF THE EAST ROW OF CONCRETE GUARD RAIL POST, ABOUT LEVEL WITH
 AS0219'THE HIGHWAY AND IS A USE DISK ON THE TOP OF A 3 INCH PIPE WHICH
 AS0219'PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AS0219
 AS0219                          STATION RECOVERY (1975)
 AS0219
 AS0219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AS0219'RECOVERED IN GOOD CONDITION.
 AS0219
 AS0219                          STATION RECOVERY (1985)
 AS0219
 AS0219'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0219'MARK NOT FOUND.
 AS0219
 AS0219                          STATION RECOVERY (2018)
 AS0219
 AS0219'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AS0219'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9452 ***********************************************************************
 AG9452  DESIGNATION -  1 01 43 22
 AG9452  PID         -  AG9452
 AG9452  STATE/COUNTY-  FL/LEE
 AG9452  COUNTRY     -  US
 AG9452  USGS QUAD   -  PUNTA GORDA SE (2018)
 AG9452
 AG9452                         *CURRENT SURVEY CONTROL
 AG9452  ______________________________________________________________________
 AG9452* NAD 83(2011) POSITION- 26 46 13.27149(N) 082 03 22.67405(W)   ADJUSTED
 AG9452* NAD 83(2011) ELLIP HT-   -22.353 (meters)        (06/27/12)   ADJUSTED
 AG9452* NAD 83(2011) EPOCH   -  2010.00
 AG9452* NAVD 88 ORTHO HEIGHT -     1.5   (meters)        5.    (feet) GPS OBS
 AG9452  ______________________________________________________________________
 AG9452  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9452  GEOID HEIGHT    -        -24.730 (meters)                     GEOID93
 AG9452  GEOID HEIGHT    -        -23.877 (meters)                     GEOID18
 AG9452  NAD 83(2011) X  -    787,515.147 (meters)                     COMP
 AG9452  NAD 83(2011) Y  - -5,643,693.147 (meters)                     COMP
 AG9452  NAD 83(2011) Z  -  2,855,510.525 (meters)                     COMP
 AG9452  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 AG9452
 AG9452  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9452  Standards:
 AG9452         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9452            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9452  -------------------------------------------------------------------
 AG9452  NETWORK    1.54   2.53           0.62   0.64   1.29      0.13169618
 AG9452  -------------------------------------------------------------------
 AG9452  Click here for local accuracies and other accuracy information.
 AG9452
 AG9452.The horizontal coordinates were established by GPS observations
 AG9452.and adjusted by the National Geodetic Survey in June 2012.
 AG9452
 AG9452.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9452.been affixed to the stable North American tectonic plate. See 
 AG9452.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9452
 AG9452.The horizontal coordinates are valid at the epoch date displayed above
 AG9452.which is a decimal equivalence of Year/Month/Day.
 AG9452
 AG9452.The orthometric height was determined by GPS observations and a
 AG9452.high-resolution geoid model.
 AG9452
 AG9452.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9452.GEOID18 height accuracy estimate available here.
 AG9452
 AG9452.Click photographs - Photos may exist for this station.
 AG9452
 AG9452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9452
 AG9452.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9452
 AG9452.The ellipsoidal height was determined by GPS observations
 AG9452.and is referenced to NAD 83.
 AG9452
 AG9452. The following values were computed from the NAD 83(2011) position.
 AG9452
 AG9452;                    North         East     Units Scale Factor Converg.
 AG9452;SPC FL W     -   269,961.527   194,401.136   MT  0.99994156   -0 01 31.3
 AG9452;SPC FL W     -   885,698.78    637,797.73   sFT  0.99994156   -0 01 31.3
 AG9452;UTM  17      - 2,961,436.211   394,983.554   MT  0.99973615   -0 28 32.9
 AG9452
 AG9452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9452!SPC FL W     -   1.00000351  x   0.99994156  =   0.99994507
 AG9452!UTM  17      -   1.00000351  x   0.99973615  =   0.99973966
 AG9452
 AG9452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9498361436(NAD 83)
 AG9452
 AG9452                          SUPERSEDED SURVEY CONTROL
 AG9452
 AG9452  NAD 83(2007)-  26 46 13.27165(N)    082 03 22.67469(W) AD(2002.00) 0
 AG9452  ELLIP H (02/10/07)  -22.337  (m)                       GP(2002.00)    
 AG9452  NAD 83(1999)-  26 46 13.27184(N)    082 03 22.67512(W) AD(       ) 1
 AG9452  ELLIP H (07/06/01)  -22.331  (m)                       GP(       ) 4 2
 AG9452  NAD 83(1990)-  26 46 13.27021(N)    082 03 22.67432(W) AD(       ) 1
 AG9452  ELLIP H (11/12/93)  -22.281  (m)                       GP(       ) 4 1
 AG9452
 AG9452.Superseded values are not recommended for survey control.
 AG9452
 AG9452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9452.See file dsdata.pdf to determine how the superseded data were derived.
 AG9452
 AG9452_MARKER: DD = SURVEY DISK
 AG9452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9452_STAMPING: GPS 1-01 43 22 9081 1990
 AG9452_MARK LOGO: FL-071
 AG9452_PROJECTION: FLUSH
 AG9452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9452+STABILITY: SURFACE MOTION
 AG9452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9452+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2006
 AG9452
 AG9452  HISTORY     - Date     Condition        Report By
 AG9452  HISTORY     - 1990     MONUMENTED       DENI
 AG9452  HISTORY     - 19910119 GOOD
 AG9452  HISTORY     - 20060310 GOOD             HOLE
 AG9452
 AG9452                          STATION DESCRIPTION
 AG9452
 AG9452'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AG9452'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 1, TWP 43S, RGE
 AG9452'22 E, AT THE LEE/CHARLOTTE COUNTY LINE, 0.3 MI (0.5 KM) EAST OF THE
 AG9452'SHORELINE OF CHARLOTTE HARBOR, 14.5 MI (23.3 KM) NORTHWEST OF FORT
 AG9452'MYERS.
 AG9452'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 78/PINE ISLAND ROAD
 AG9452'AND COUNTY ROAD 765/BURNT STORE ROAD, GO NORTH 9.0 MI (14.5 KM) ON
 AG9452'BURNT STORE ROAD TO THE LEE/CHARLOTTE COUNTY LINE AND VINCENT AVENUE,
 AG9452'THEN WEST 1.1 MI (1.8 KM) ON VINCENT AVENUE PAST ANISE COURT TO THE
 AG9452'STATION ON THE LEFT.
 AG9452'STATION IS 51.0 FT (15.5 M) SOUTH OF THE CENTERLINE OF VINCENT AVENUE,
 AG9452'284 FT (86.6 M) WEST OF THE CENTERLINE OF ANISE COURT PRODUCED SOUTH,
 AG9452'36.4 FT (11.1 M) EAST OF A FIRE HYDRANT, 1.5 FT (0.5 M) NORTH OF A
 AG9452'WITNESS POST.
 AG9452'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AG9452'DISK SET IN TOP OF AN 11 INCH ROUND CONCRETE MONUMENT, FLUSH WITH
 AG9452'GROUND.
 AG9452
 AG9452                          STATION RECOVERY (1991)
 AG9452
 AG9452'RECOVERED 1991
 AG9452'RECOVERED IN GOOD CONDITION.
 AG9452
 AG9452                          STATION RECOVERY (2006)
 AG9452
 AG9452'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2006 (BRH)
 AG9452'WITNESS POST MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8658 ***********************************************************************
 AD8658  DESIGNATION -  1 01 47 26
 AD8658  PID         -  AD8658
 AD8658  STATE/COUNTY-  FL/LEE
 AD8658  COUNTRY     -  US
 AD8658  USGS QUAD   -  CORKSCREW NW (2018)
 AD8658
 AD8658                         *CURRENT SURVEY CONTROL
 AD8658  ______________________________________________________________________
 AD8658* NAD 83(2011) POSITION- 26 25 12.72238(N) 081 39 38.06322(W)   ADJUSTED
 AD8658* NAD 83(2011) ELLIP HT-   -18.856 (meters)        (06/27/12)   ADJUSTED
 AD8658* NAD 83(2011) EPOCH   -  2010.00
 AD8658* NAVD 88 ORTHO HEIGHT -     5.4   (meters)       18.    (feet) GPS OBS
 AD8658  ______________________________________________________________________
 AD8658  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8658  GEOID HEIGHT    -        -25.170 (meters)                     GEOID93
 AD8658  GEOID HEIGHT    -        -24.221 (meters)                     GEOID18
 AD8658  NAD 83(2011) X  -    828,994.895 (meters)                     COMP
 AD8658  NAD 83(2011) Y  - -5,655,307.171 (meters)                     COMP
 AD8658  NAD 83(2011) Z  -  2,820,821.293 (meters)                     COMP
 AD8658  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 AD8658
 AD8658  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8658  Standards:
 AD8658         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8658            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8658  -------------------------------------------------------------------
 AD8658  NETWORK    1.33   2.16           0.54   0.55   1.10      0.10704730
 AD8658  -------------------------------------------------------------------
 AD8658  Click here for local accuracies and other accuracy information.
 AD8658
 AD8658.The horizontal coordinates were established by GPS observations
 AD8658.and adjusted by the National Geodetic Survey in June 2012.
 AD8658
 AD8658.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8658.been affixed to the stable North American tectonic plate. See 
 AD8658.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8658
 AD8658.The horizontal coordinates are valid at the epoch date displayed above
 AD8658.which is a decimal equivalence of Year/Month/Day.
 AD8658
 AD8658.The orthometric height was determined by GPS observations and a
 AD8658.high-resolution geoid model.
 AD8658
 AD8658.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8658.GEOID18 height accuracy estimate available here.
 AD8658
 AD8658.Click photographs - Photos may exist for this station.
 AD8658
 AD8658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8658
 AD8658.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8658
 AD8658.The ellipsoidal height was determined by GPS observations
 AD8658.and is referenced to NAD 83.
 AD8658
 AD8658. The following values were computed from the NAD 83(2011) position.
 AD8658
 AD8658;                    North         East     Units Scale Factor Converg.
 AD8658;SPC FL W     -   231,211.279   233,858.964   MT  0.99995533   +0 09 03.7
 AD8658;SPC FL W     -   758,565.67    767,252.28   sFT  0.99995533   +0 09 03.7
 AD8658;UTM  17      - 2,922,388.728   434,127.457   MT  0.99965357   -0 17 38.2
 AD8658
 AD8658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8658!SPC FL W     -   1.00000296  x   0.99995533  =   0.99995829
 AD8658!UTM  17      -   1.00000296  x   0.99965357  =   0.99965653
 AD8658
 AD8658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3412722388(NAD 83)
 AD8658
 AD8658                          SUPERSEDED SURVEY CONTROL
 AD8658
 AD8658  NAD 83(2007)-  26 25 12.72246(N)    081 39 38.06383(W) AD(2002.00) 0
 AD8658  ELLIP H (02/10/07)  -18.841  (m)                       GP(2002.00)    
 AD8658  NAD 83(1999)-  26 25 12.72288(N)    081 39 38.06408(W) AD(       ) 1
 AD8658  ELLIP H (07/06/01)  -18.818  (m)                       GP(       ) 4 2
 AD8658  NAD 83(1990)-  26 25 12.72119(N)    081 39 38.06306(W) AD(       ) 1
 AD8658  ELLIP H (11/12/93)  -18.760  (m)                       GP(       ) 4 1
 AD8658
 AD8658.Superseded values are not recommended for survey control.
 AD8658
 AD8658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8658.See file dsdata.pdf to determine how the superseded data were derived.
 AD8658
 AD8658_MARKER: DD = SURVEY DISK
 AD8658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8658_STAMPING: GPS 1-01 47 26 9067 1990
 AD8658_MARK LOGO: FL-071
 AD8658_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8658+STABILITY: SURFACE MOTION
 AD8658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8658+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 AD8658
 AD8658  HISTORY     - Date     Condition        Report By
 AD8658  HISTORY     - 1990     MONUMENTED       DENI
 AD8658  HISTORY     - 19910108 GOOD
 AD8658
 AD8658                          STATION DESCRIPTION
 AD8658
 AD8658'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8658'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SEC.1, TWP 47S, RGE
 AD8658'26E, 20.0 MI (32.2 KM) SOUTHEAST OF FORT MYERS, 7.3 MI (11.7 KM) EAST
 AD8658'OF THE JUNCTION OF I-75 AND CORKSCREW ROAD/COUNTY ROAD 850, EXIT 19,
 AD8658'NEAR THE LEE/COLLIER COUNTY LINE.
 AD8658'TO REACH STATION FROM THE JUNCTION OF I-75 AND CORKSCREW ROAD, GO
 AD8658'EASTERLY 4.9 MI (7.9 KM) ON CORKSCREW ROAD TO THE JUNCTION WITH ALICO
 AD8658'ROAD, THEN CONTINUE EASTERLY 2.75 MI (4.43 KM) ON CORKSCREW ROAD TO
 AD8658'SIX L FARM ROAD, THEN SOUTH 2.0 MI (3.2 KM) ON SIX L FARM ROAD TO
 AD8658'A JOG IN THE ROAD TO THE WEST, THEN WEST THROUGH SHORT JOG TO A DIRT
 AD8658'FARM ROAD LEADING SOUTH, THEN SOUTHERLY 0.1 MI (0.2 KM) ALONG THE
 AD8658'DIRT FARM ROAD TO THE STATION ON RIGHT.
 AD8658'STATION IS 70 FT (21.3 M) NORTHWEST OF THE CENTERLINE OF DIRT ROAD,
 AD8658'207 FT (63.1 M) SOUTHWEST OF A FENCE INTERSECTION, 179 FT (54.6 M)
 AD8658'NORTH NORTHEAST OF A 16 IN. LONE PINE TREE, 107 FT (32.6 M) NORTHWEST
 AD8658'THE TOP OF BANK OF A DITCH, 10.4 FT (3.2 M) SOUTHEAST OF A BARBED
 AD8658'WIRE FENCE, 10.4 FT (3.2 M) SOUTHEAST OF A WITNESS POST.
 AD8658'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8658'DISK SET IN TOP OF A 7 INCH ROUND CONCRETE MONUMENT, 3 INCHES BELOW
 AD8658'GROUND LEVEL.
 AD8658
 AD8658                          STATION RECOVERY (1991)
 AD8658
 AD8658'RECOVERED 1991
 AD8658'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8659 ***********************************************************************
 AD8659  DESIGNATION -  1 01 48 26
 AD8659  PID         -  AD8659
 AD8659  STATE/COUNTY-  FL/LEE
 AD8659  COUNTRY     -  US
 AD8659  USGS QUAD   -  CORKSCREW SW (2018)
 AD8659
 AD8659                         *CURRENT SURVEY CONTROL
 AD8659  ______________________________________________________________________
 AD8659* NAD 83(2011) POSITION- 26 19 55.16837(N) 081 39 30.21980(W)   ADJUSTED
 AD8659* NAD 83(2011) ELLIP HT-   -19.425 (meters)        (06/27/12)   ADJUSTED
 AD8659* NAD 83(2011) EPOCH   -  2010.00
 AD8659* NAVD 88 ORTHO HEIGHT -     4.7   (meters)       15.    (feet) GPS OBS
 AD8659  ______________________________________________________________________
 AD8659  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8659  GEOID HEIGHT    -        -25.030 (meters)                     GEOID93
 AD8659  GEOID HEIGHT    -        -24.063 (meters)                     GEOID18
 AD8659  NAD 83(2011) X  -    829,839.751 (meters)                     COMP
 AD8659  NAD 83(2011) Y  - -5,659,570.986 (meters)                     COMP
 AD8659  NAD 83(2011) Z  -  2,812,065.412 (meters)                     COMP
 AD8659  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 AD8659
 AD8659  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8659  Standards:
 AD8659         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8659            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8659  -------------------------------------------------------------------
 AD8659  NETWORK    1.48   2.49           0.59   0.62   1.27      0.13001662
 AD8659  -------------------------------------------------------------------
 AD8659  Click here for local accuracies and other accuracy information.
 AD8659
 AD8659.The horizontal coordinates were established by GPS observations
 AD8659.and adjusted by the National Geodetic Survey in June 2012.
 AD8659
 AD8659.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8659.been affixed to the stable North American tectonic plate. See 
 AD8659.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8659
 AD8659.The horizontal coordinates are valid at the epoch date displayed above
 AD8659.which is a decimal equivalence of Year/Month/Day.
 AD8659
 AD8659.The orthometric height was determined by GPS observations and a
 AD8659.high-resolution geoid model.
 AD8659
 AD8659.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8659.GEOID18 height accuracy estimate available here.
 AD8659
 AD8659.Click photographs - Photos may exist for this station.
 AD8659
 AD8659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8659
 AD8659.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8659
 AD8659.The ellipsoidal height was determined by GPS observations
 AD8659.and is referenced to NAD 83.
 AD8659
 AD8659. The following values were computed from the NAD 83(2011) position.
 AD8659
 AD8659;                    North         East     Units Scale Factor Converg.
 AD8659;SPC FL W     -   221,439.265   234,102.187   MT  0.99995553   +0 09 05.5
 AD8659;SPC FL W     -   726,505.32    768,050.26   sFT  0.99995553   +0 09 05.5
 AD8659;UTM  17      - 2,912,618.072   434,294.850   MT  0.99965330   -0 17 31.4
 AD8659
 AD8659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8659!SPC FL W     -   1.00000305  x   0.99995553  =   0.99995858
 AD8659!UTM  17      -   1.00000305  x   0.99965330  =   0.99965635
 AD8659
 AD8659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3429412618(NAD 83)
 AD8659
 AD8659                          SUPERSEDED SURVEY CONTROL
 AD8659
 AD8659  NAD 83(2007)-  26 19 55.16845(N)    081 39 30.22044(W) AD(2002.00) 0
 AD8659  ELLIP H (02/10/07)  -19.406  (m)                       GP(2002.00)    
 AD8659  NAD 83(1999)-  26 19 55.16893(N)    081 39 30.22037(W) AD(       ) 1
 AD8659  ELLIP H (07/06/01)  -19.383  (m)                       GP(       ) 4 2
 AD8659  NAD 83(1990)-  26 19 55.16722(N)    081 39 30.21975(W) AD(       ) 1
 AD8659  ELLIP H (11/12/93)  -19.305  (m)                       GP(       ) 4 1
 AD8659
 AD8659.Superseded values are not recommended for survey control.
 AD8659
 AD8659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8659.See file dsdata.pdf to determine how the superseded data were derived.
 AD8659
 AD8659_MARKER: DD = SURVEY DISK
 AD8659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8659_STAMPING: GPS 1-01 48 26 9052 1990
 AD8659_MARK LOGO: FL-071
 AD8659_PROJECTION: RECESSED 23 CENTIMETERS
 AD8659_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8659+STABILITY: SURFACE MOTION
 AD8659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8659+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 AD8659
 AD8659  HISTORY     - Date     Condition        Report By
 AD8659  HISTORY     - 1990     MONUMENTED       DENI
 AD8659  HISTORY     - 19910109 GOOD
 AD8659  HISTORY     - 20121107 MARK NOT FOUND   FL-021
 AD8659
 AD8659                          STATION DESCRIPTION
 AD8659
 AD8659'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8659'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SEC.1, TWP 48S, RGE
 AD8659'26E, 25.0 MI (40.2 KM) SOUTHEAST OF FORT MYERS, 7.6 MI (12.2 KM) EAST
 AD8659'OF BONITA SPRINGS, AT THE LEE/COLLIER COUNTY LINE, 5.7 MI (9.2 KM)
 AD8659'EAST OF THE JUNCTION OF I-75 AND BONITA BEACH ROAD/COUNTY ROAD 865,
 AD8659'EXIT 18.  --NOTE--4WD ADVISED DURING SUMMER MONTHS.
 AD8659'TO REACH STATION FROM THE JUNCTION OF I-75 AND BONITA BEACH ROAD (2
 AD8659'LANES), GO EAST 4.75 MI (7.64 KM) TO THE END OF BONITA BEACH ROAD,
 AD8659'THEN SOUTH 0.15 MI (0.24 KM) ALONG A DIRT FARM ROAD THROUGH AN
 AD8659'AGRICULTURAL FIELD, THEN EAST 1.0 MI (1.6 KM) TO THE EAST EDGE OF THE
 AD8659'FIELD AND THE WEST EDGE OF A DRAINAGE CANAL, THEN NORTH 0.1 MI
 AD8659'(0.2 KM) ALONG WEST EDGE OF DRAINAGE CANAL TO STATION LOCATED IN THE
 AD8659'NORTHEAST CORNER OF THE AGRICULTURAL FIELD.
 AD8659'STATION IS ON THE CENTERLINE PROJECTED EAST OF A FIELD DRAINAGE DITCH,
 AD8659'4.8 FT (1.5 M) WEST OF THE WEST EDGE OF A DRAINAGE CANAL, 59 FT
 AD8659'(18.0 M) SOUTH OF THE SOUTH EDGE PROJECTED EAST OF A DRAINAGE CANAL
 AD8659'(CANALS CONNECT), 2.2 FT (0.7 M) WEST OF A WITNESS POST.
 AD8659'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8659'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 9 INCHES BELOW
 AD8659'GROUND LEVEL.
 AD8659
 AD8659                          STATION RECOVERY (1991)
 AD8659
 AD8659'RECOVERED 1991
 AD8659'RECOVERED IN GOOD CONDITION.
 AD8659
 AD8659                          STATION RECOVERY (2012)
 AD8659
 AD8659'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD8659'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8660 ***********************************************************************
 AD8660  DESIGNATION -  1 02 48 26
 AD8660  PID         -  AD8660
 AD8660  STATE/COUNTY-  FL/LEE
 AD8660  COUNTRY     -  US
 AD8660  USGS QUAD   -  CORKSCREW SW (2018)
 AD8660
 AD8660                         *CURRENT SURVEY CONTROL
 AD8660  ______________________________________________________________________
 AD8660* NAD 83(2011) POSITION- 26 19 28.52147(N) 081 41 16.16720(W)   ADJUSTED
 AD8660* NAD 83(2011) ELLIP HT-   -20.004 (meters)        (06/27/12)   ADJUSTED
 AD8660* NAD 83(2011) EPOCH   -  2010.00
 AD8660* NAVD 88 ORTHO HEIGHT -     4.1   (meters)       13.    (feet) GPS OBS
 AD8660  ______________________________________________________________________
 AD8660  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8660  GEOID HEIGHT    -        -24.970 (meters)                     GEOID93
 AD8660  GEOID HEIGHT    -        -24.016 (meters)                     GEOID18
 AD8660  NAD 83(2011) X  -    826,985.123 (meters)                     COMP
 AD8660  NAD 83(2011) Y  - -5,660,355.866 (meters)                     COMP
 AD8660  NAD 83(2011) Z  -  2,811,330.146 (meters)                     COMP
 AD8660  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 AD8660
 AD8660  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8660  Standards:
 AD8660         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8660            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8660  -------------------------------------------------------------------
 AD8660  NETWORK    1.42   2.41           0.56   0.60   1.23      0.13663284
 AD8660  -------------------------------------------------------------------
 AD8660  Click here for local accuracies and other accuracy information.
 AD8660
 AD8660.The horizontal coordinates were established by GPS observations
 AD8660.and adjusted by the National Geodetic Survey in June 2012.
 AD8660
 AD8660.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8660.been affixed to the stable North American tectonic plate. See 
 AD8660.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8660
 AD8660.The horizontal coordinates are valid at the epoch date displayed above
 AD8660.which is a decimal equivalence of Year/Month/Day.
 AD8660
 AD8660.The orthometric height was determined by GPS observations and a
 AD8660.high-resolution geoid model.
 AD8660
 AD8660.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8660.GEOID18 height accuracy estimate available here.
 AD8660
 AD8660.Click photographs - Photos may exist for this station.
 AD8660
 AD8660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8660
 AD8660.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8660
 AD8660.The ellipsoidal height was determined by GPS observations
 AD8660.and is referenced to NAD 83.
 AD8660
 AD8660. The following values were computed from the NAD 83(2011) position.
 AD8660
 AD8660;                    North         East     Units Scale Factor Converg.
 AD8660;SPC FL W     -   220,611.789   231,166.195   MT  0.99995316   +0 08 18.4
 AD8660;SPC FL W     -   723,790.51    758,417.76   sFT  0.99995316   +0 08 18.4
 AD8660;UTM  17      - 2,911,813.589   431,353.419   MT  0.99965818   -0 18 18.1
 AD8660
 AD8660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8660!SPC FL W     -   1.00000314  x   0.99995316  =   0.99995630
 AD8660!UTM  17      -   1.00000314  x   0.99965818  =   0.99966132
 AD8660
 AD8660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3135311813(NAD 83)
 AD8660
 AD8660                          SUPERSEDED SURVEY CONTROL
 AD8660
 AD8660  NAD 83(2007)-  26 19 28.52155(N)    081 41 16.16784(W) AD(2002.00) 0
 AD8660  ELLIP H (02/10/07)  -19.985  (m)                       GP(2002.00)    
 AD8660  NAD 83(1999)-  26 19 28.52205(N)    081 41 16.16774(W) AD(       ) 1
 AD8660  ELLIP H (07/06/01)  -19.959  (m)                       GP(       ) 4 2
 AD8660  NAD 83(1990)-  26 19 28.52036(N)    081 41 16.16715(W) AD(       ) 1
 AD8660  ELLIP H (11/12/93)  -19.878  (m)                       GP(       ) 4 1
 AD8660
 AD8660.Superseded values are not recommended for survey control.
 AD8660
 AD8660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8660.See file dsdata.pdf to determine how the superseded data were derived.
 AD8660
 AD8660_MARKER: DD = SURVEY DISK
 AD8660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8660_STAMPING: 1-02 48 26 9051 1990
 AD8660_MARK LOGO: FL-071
 AD8660_PROJECTION: RECESSED 13 CENTIMETERS
 AD8660_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8660+STABILITY: SURFACE MOTION
 AD8660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8660+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 AD8660
 AD8660  HISTORY     - Date     Condition        Report By
 AD8660  HISTORY     - 1990     MONUMENTED       DENI
 AD8660  HISTORY     - 19910109 GOOD
 AD8660
 AD8660                          STATION DESCRIPTION
 AD8660
 AD8660'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8660'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SEC.2, TWP 48S, RGE
 AD8660'26E, 24.5 MI (39.4 KM) SOUTHEAST OF FORT MYERS, 5.7 MI (9.2 KM) EAST
 AD8660'OF BONITA SPRINGS, 0.6 MI (1.0 KM) NORTH OF THE LEE/COLLIER COUNTY
 AD8660'LINE, 1.8 MI (2.9 KM) WEST OF THE LEE/COLLIER COUNTY LINE, 3.9 MI
 AD8660'(6.3 KM) EAST OF THE JUNCTION OF I-75 AND BONITA BEACH ROAD/COUNTY
 AD8660'ROAD 865, EXIT 18.
 AD8660'--NOTE-- FOUR WHEEL DRIVE ADVISED DURING SUMMER MONTHS.
 AD8660'TO REACH STATION FROM THE JUNCTION OF I-75 AND BONITA BEACH ROAD (2
 AD8660'LANES), GO EASTERLY 4.25 MI (6.84 KM) ON BONITA BEACH ROAD TO A DIRT
 AD8660'FARM ROAD LEADING SOUTH, THEN SOUTH 0.35 MI (0.56 KM) AND WEST 0.3 MI
 AD8660'(0.5 KM) ALONG A DIRT FARM ROAD THROUGH AN AGRICULTURAL FIELD TO
 AD8660'ANOTHER DIRT FARM ROAD ON THE WEST SIDE OF A NORTH-SOUTH DRAINAGE
 AD8660'DITCH, THEN SOUTH 0.1 MI (0.2 KM) ON DIRT FARM ROAD ALONG DITCH TO A
 AD8660'DIRT FARM ROAD WHICH RUNS BETWEEN TWO EAST-WEST DRAINAGE DITCHES,
 AD8660'THEN 0.1 MI (0.2 KM) WEST ON DIRT ROAD TO STATION APPROXIMATELY
 AD8660'MIDWAY BETWEEN DITCHES.
 AD8660'STATION IS 50 FT (15.2 M) SOUTH OF THE CENTERLINE OF THE NORTH
 AD8660'DRAINAGE DITCH, 50 FT (15.2 M) NORTH OF THE CENTERLINE OF THE SOUTH
 AD8660'DRAINAGE DITCH, 50.2 FT (15.3 M) NORTHEAST OF THE NORTH CORNER OF A
 AD8660'METAL WEIR EAST OF A DITCH CROSSING, 21.1 FT (6.4 M) NORTH OF A
 AD8660'WITNESS POST, AND 2.0 FT (0.6 M) WEST OF A SECOND WITNESS POST.
 AD8660'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8660'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 5 INCHES BELOW
 AD8660'GROURBED, AND THE AZIMUTH MARK WAS NOT SEARCHED FOR.
 AD8660
 AD8660                          STATION RECOVERY (1991)
 AD8660
 AD8660'RECOVERED 1991
 AD8660'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8661 ***********************************************************************
 AD8661  DESIGNATION -  1 03 43 23
 AD8661  PID         -  AD8661
 AD8661  STATE/COUNTY-  FL/LEE
 AD8661  COUNTRY     -  US
 AD8661  USGS QUAD   -  GILCHRIST (2018)
 AD8661
 AD8661                         *CURRENT SURVEY CONTROL
 AD8661  ______________________________________________________________________
 AD8661* NAD 83(2011) POSITION- 26 46 10.51375(N) 081 59 39.38766(W)   ADJUSTED
 AD8661* NAD 83(2011) ELLIP HT-   -19.223 (meters)        (06/27/12)   ADJUSTED
 AD8661* NAD 83(2011) EPOCH   -  2010.00
 AD8661* NAVD 88 ORTHO HEIGHT -     4.8   (meters)       16.    (feet) GPS OBS
 AD8661  ______________________________________________________________________
 AD8661  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8661  GEOID HEIGHT    -        -24.830 (meters)                     GEOID93
 AD8661  GEOID HEIGHT    -        -23.975 (meters)                     GEOID18
 AD8661  NAD 83(2011) X  -    793,629.826 (meters)                     COMP
 AD8661  NAD 83(2011) Y  - -5,642,877.961 (meters)                     COMP
 AD8661  NAD 83(2011) Z  -  2,855,436.155 (meters)                     COMP
 AD8661  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 AD8661
 AD8661  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8661  Standards:
 AD8661         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8661            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8661  -------------------------------------------------------------------
 AD8661  NETWORK    1.51   2.49           0.60   0.63   1.27      0.14906513
 AD8661  -------------------------------------------------------------------
 AD8661  Click here for local accuracies and other accuracy information.
 AD8661
 AD8661.The horizontal coordinates were established by GPS observations
 AD8661.and adjusted by the National Geodetic Survey in June 2012.
 AD8661
 AD8661.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8661.been affixed to the stable North American tectonic plate. See 
 AD8661.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8661
 AD8661.The horizontal coordinates are valid at the epoch date displayed above
 AD8661.which is a decimal equivalence of Year/Month/Day.
 AD8661
 AD8661.The orthometric height was determined by GPS observations and a
 AD8661.high-resolution geoid model.
 AD8661
 AD8661.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8661.GEOID18 height accuracy estimate available here.
 AD8661
 AD8661.Click photographs - Photos may exist for this station.
 AD8661
 AD8661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8661
 AD8661.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8661
 AD8661.The ellipsoidal height was determined by GPS observations
 AD8661.and is referenced to NAD 83.
 AD8661
 AD8661. The following values were computed from the NAD 83(2011) position.
 AD8661
 AD8661;                    North         East     Units Scale Factor Converg.
 AD8661;SPC FL W     -   269,875.428   200,569.419   MT  0.99994118   +0 00 09.3
 AD8661;SPC FL W     -   885,416.30    658,034.84   sFT  0.99994118   +0 00 09.3
 AD8661;UTM  17      - 2,961,301.650   401,149.655   MT  0.99972063   -0 26 52.3
 AD8661
 AD8661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8661!SPC FL W     -   1.00000302  x   0.99994118  =   0.99994420
 AD8661!UTM  17      -   1.00000302  x   0.99972063  =   0.99972365
 AD8661
 AD8661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0114961301(NAD 83)
 AD8661
 AD8661                          SUPERSEDED SURVEY CONTROL
 AD8661
 AD8661  NAD 83(2007)-  26 46 10.51391(N)    081 59 39.38830(W) AD(2002.00) 0
 AD8661  ELLIP H (02/10/07)  -19.208  (m)                       GP(2002.00)    
 AD8661  NAD 83(1999)-  26 46 10.51410(N)    081 59 39.38869(W) AD(       ) 1
 AD8661  ELLIP H (07/06/01)  -19.204  (m)                       GP(       ) 4 2
 AD8661  NAD 83(1990)-  26 46 10.51246(N)    081 59 39.38789(W) AD(       ) 1
 AD8661  ELLIP H (11/12/93)  -19.151  (m)                       GP(       ) 4 1
 AD8661
 AD8661.Superseded values are not recommended for survey control.
 AD8661
 AD8661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8661.See file dsdata.pdf to determine how the superseded data were derived.
 AD8661
 AD8661_MARKER: DD = SURVEY DISK
 AD8661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8661_STAMPING: GPS 1-03 43 23 9082 1990
 AD8661_MARK LOGO: FL-071
 AD8661_PROJECTION: FLUSH
 AD8661_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8661+STABILITY: SURFACE MOTION
 AD8661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8661+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2025
 AD8661
 AD8661  HISTORY     - Date     Condition        Report By
 AD8661  HISTORY     - 1990     MONUMENTED       DENI
 AD8661  HISTORY     - 19910111 GOOD
 AD8661  HISTORY     - 20250213 GOOD             HONC
 AD8661
 AD8661                          STATION DESCRIPTION
 AD8661
 AD8661'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8661'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 3, TWP 43S, RGE
 AD8661'23E, NEAR THE LEE/CHARLOTTE COUNTY LINE, 11.7 MI (18.8 KM) NORTHWEST
 AD8661'OF FORT MYERS, 11.9 MI (19.2 KM) SOUTH SOUTHEAST OF PUNTA GORDA.
 AD8661'--NOTE-- FOUR WHEEL DRIVE VEHICLE ADVISED.
 AD8661'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 78/PINE ISLAND ROAD
 AD8661'AND COUNTY ROAD 765/BURNT STORE ROAD, GO NORTH 9.0 MI (14.5 KM) ON
 AD8661'BURNT STORE ROAD TO THE LEE/CHARLOTTE COUNTY LINE, THEN CONTINUE
 AD8661'NORTH ON BURNT STORE ROAD 2.0 MI (3.2 KM) TO ZEMEL ROAD, THEN EAST
 AD8661'1.1 MI (1.8 KM) ON ZEMEL ROAD TO A TRAIL THROUGH THE WOODS LEADING
 AD8661'SOUTHERLY, THEN SOUTHEAST 1.5 MI (2.4 KM) ALONG TRAIL TO A FENCE
 AD8661'CORNER NEAR THE NORTHWEST CORNER OF SECTION 34, TWP 42S, RGE 23E,
 AD8661'THEN CONTINUE SOUTHERLY 1.05 MI (1.69 KM) ALONG TRAIL TO A -T- TRAIL
 AD8661'LEADING EAST, THEN EAST 0.5 MI (0.8 KM) ON TRAIL THROUGH WOODS TO A
 AD8661'CLEARING ON THE LEFT AND THE STATION.
 AD8661'STATION IS 130 FT (39.6 M) NORTH OF THE CENTERLINE OF THE TRAIL, 130.0
 AD8661'FT (39.6 M) WEST SOUTHWEST OF A DISTINCTLY CROOKED PINE TREE, 80.1 FT
 AD8661'(24.4 M) SOUTH OF A 9 INCH PINE TREE, 124.6 FT (38.0 M) NORTH OF A 7
 AD8661'INCH PINE TREE NEAR THE NORTH EDGE OF THE TRAIL, 55.7 FT (17.0 M)
 AD8661'EAST OF A WITNESS POST 6 INCHES NORTH OF A 5 INCH PINE TREE.
 AD8661'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8661'DISK SET IN TOP OF A 9 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW
 AD8661'GOUND LEVEL.
 AD8661
 AD8661                          STATION RECOVERY (1991)
 AD8661
 AD8661'RECOVERED 1991
 AD8661'RECOVERED IN GOOD CONDITION.
 AD8661
 AD8661                          STATION RECOVERY (2025)
 AD8661
 AD8661'RECOVERY NOTE BY HONC INDUSTRIES 2025 (ZH)
 AD8661'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8662 ***********************************************************************
 AD8662  DESIGNATION -  1 05 44 26
 AD8662  PID         -  AD8662
 AD8662  STATE/COUNTY-  FL/LEE
 AD8662  COUNTRY     -  US
 AD8662  USGS QUAD   -  OLGA (2018)
 AD8662
 AD8662                         *CURRENT SURVEY CONTROL
 AD8662  ______________________________________________________________________
 AD8662* NAD 83(2011) POSITION- 26 40 54.07007(N) 081 43 55.47821(W)   ADJUSTED
 AD8662* NAD 83(2011) ELLIP HT-   -21.211 (meters)        (06/27/12)   ADJUSTED
 AD8662* NAD 83(2011) EPOCH   -  2010.00
 AD8662* NAVD 88 ORTHO HEIGHT -     3.2   (meters)       10.    (feet) GPS OBS
 AD8662  ______________________________________________________________________
 AD8662  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8662  GEOID HEIGHT    -        -25.290 (meters)                     GEOID93
 AD8662  GEOID HEIGHT    -        -24.398 (meters)                     GEOID18
 AD8662  NAD 83(2011) X  -    820,073.968 (meters)                     COMP
 AD8662  NAD 83(2011) Y  - -5,643,519.757 (meters)                     COMP
 AD8662  NAD 83(2011) Z  -  2,846,736.379 (meters)                     COMP
 AD8662  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 AD8662
 AD8662  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8662  Standards:
 AD8662         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8662            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8662  -------------------------------------------------------------------
 AD8662  NETWORK    1.30   2.31           0.52   0.54   1.18      0.09048164
 AD8662  -------------------------------------------------------------------
 AD8662  Click here for local accuracies and other accuracy information.
 AD8662
 AD8662.The horizontal coordinates were established by GPS observations
 AD8662.and adjusted by the National Geodetic Survey in June 2012.
 AD8662
 AD8662.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8662.been affixed to the stable North American tectonic plate. See 
 AD8662.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8662
 AD8662.The horizontal coordinates are valid at the epoch date displayed above
 AD8662.which is a decimal equivalence of Year/Month/Day.
 AD8662
 AD8662.The orthometric height was determined by GPS observations and a
 AD8662.high-resolution geoid model.
 AD8662
 AD8662.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8662.GEOID18 height accuracy estimate available here.
 AD8662
 AD8662.Click photographs - Photos may exist for this station.
 AD8662
 AD8662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8662
 AD8662.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8662
 AD8662.The ellipsoidal height was determined by GPS observations
 AD8662.and is referenced to NAD 83.
 AD8662
 AD8662. The following values were computed from the NAD 83(2011) position.
 AD8662
 AD8662;                    North         East     Units Scale Factor Converg.
 AD8662;SPC FL W     -   260,164.619   226,665.596   MT  0.99994995   +0 07 13.1
 AD8662;SPC FL W     -   853,556.75    743,652.04   sFT  0.99994995   +0 07 13.1
 AD8662;UTM  17      - 2,951,388.804   427,162.233   MT  0.99966550   -0 19 43.5
 AD8662
 AD8662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8662!SPC FL W     -   1.00000333  x   0.99994995  =   0.99995328
 AD8662!UTM  17      -   1.00000333  x   0.99966550  =   0.99966883
 AD8662
 AD8662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2716251388(NAD 83)
 AD8662
 AD8662                          SUPERSEDED SURVEY CONTROL
 AD8662
 AD8662  NAD 83(2007)-  26 40 54.07017(N)    081 43 55.47881(W) AD(2002.00) 0
 AD8662  ELLIP H (02/10/07)  -21.201  (m)                       GP(2002.00)    
 AD8662  NAD 83(1999)-  26 40 54.07039(N)    081 43 55.47925(W) AD(       ) 1
 AD8662  ELLIP H (07/06/01)  -21.179  (m)                       GP(       ) 4 2
 AD8662  NAD 83(1990)-  26 40 54.06839(N)    081 43 55.47853(W) AD(       ) 1
 AD8662  ELLIP H (11/12/93)  -21.125  (m)                       GP(       ) 4 1
 AD8662
 AD8662.Superseded values are not recommended for survey control.
 AD8662
 AD8662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8662.See file dsdata.pdf to determine how the superseded data were derived.
 AD8662
 AD8662_MARKER: DD = SURVEY DISK
 AD8662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8662_STAMPING: GPS 1 05 44 26 9088 1990
 AD8662_MARK LOGO: FL-071
 AD8662_PROJECTION: RECESSED 5 CENTIMETERS
 AD8662_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8662+STABILITY: SURFACE MOTION
 AD8662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8662+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2021
 AD8662
 AD8662  HISTORY     - Date     Condition        Report By
 AD8662  HISTORY     - 1990     MONUMENTED       DENI
 AD8662  HISTORY     - 19910106 GOOD
 AD8662  HISTORY     - 19971106 GOOD             USPSQD
 AD8662  HISTORY     - 20031031 GOOD             USPSQD
 AD8662  HISTORY     - 20210510 GOOD             MCKIM
 AD8662
 AD8662                          STATION DESCRIPTION
 AD8662
 AD8662'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8662'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 5, TWP 44S, RGE
 AD8662'26E, 8.9 MI (14.3 KM) EAST NORTHEAST OF FORT MYERS, IN BUCKINGHAM,
 AD8662'4.1 MI (6.6 KM) EAST OF THE JUNCTION OF I-75 AND STATE ROUTE 80/PALM
 AD8662'BEACH BOULEVARD, EXIT 25.
 AD8662'TO REACH STATION FROM THE JUNCTION OF I-75 AND STATE ROUTE 80/PALM
 AD8662'BEACH BOULEVARD, GO EAST NORTHEAST 2.7 MI (4.3 KM) ON STATE ROUTE 80
 AD8662'TO THE JUNCTION WITH STATE ROUTE 31, THEN CONTINUE EAST NORTHEAST 2.5
 AD8662'MI (4.0 KM) ON STATE ROUTE 80 TO BUCKINGHAM ROAD, THEN SOUTHERLY 2.15
 AD8662'MI (3.46 KM) ON BUCKINGHAM ROAD TO THE BUCKINGHAM PRESBYTERIAN CHURCH
 AD8662'AND THE STATION ON THE LEFT IN THE SOUTHEAST QUADRANT OF BUCKINGHAM
 AD8662'ROAD AND THE PAVED CHURCH DRIVEWAY.  STATION IS ALSO LOCATED 0.4 MI
 AD8662'(0.6 KM) NORTH OF THE JUNCTION OF ORANGE RIVER BOULEVARD AND
 AD8662'BUCKINGHAM ROAD.
 AD8662'STATION IS 31.6 FT (9.6 M) EAST OF THE CENTERLINE OF BUCKINGHAM ROAD,
 AD8662'24.2 FT (7.4 M) SOUTH OF THE CENTERLINE OF THE CHURCH DRIVEWAY, 54.2
 AD8662'FT (16.5 M) NORTHWEST OF THE NORTHWEST CORNER OF THE NORTH END OF A
 AD8662'CHURCH SIGN WALL, 136 FT (41.5 M) NORTH OF A BARBED WIRE FENCE, AND
 AD8662'5.1 FT (1.6 M) SOUTH OF A WITNESS POST.
 AD8662'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8662'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW
 AD8662'GROUND LEVEL.
 AD8662
 AD8662                          STATION RECOVERY (1991)
 AD8662
 AD8662'RECOVERED 1991
 AD8662'RECOVERED IN GOOD CONDITION.
 AD8662
 AD8662                          STATION RECOVERY (1997)
 AD8662
 AD8662'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD8662'RECOVERED IN GOOD CONDITION.
 AD8662
 AD8662                          STATION RECOVERY (2003)
 AD8662
 AD8662'RECOVERY NOTE BY US POWER SQUADRON 2003
 AD8662'RECOVERED IN GOOD CONDITION.
 AD8662
 AD8662                          STATION RECOVERY (2021)
 AD8662
 AD8662'RECOVERY NOTE BY MCKIM AND CREED 2021 (SK)
 AD8662'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8663 ***********************************************************************
 AD8663  DESIGNATION -  1 05 48 26
 AD8663  PID         -  AD8663
 AD8663  STATE/COUNTY-  FL/LEE
 AD8663  COUNTRY     -  US
 AD8663  USGS QUAD   -  CORKSCREW SW (2018)
 AD8663
 AD8663                         *CURRENT SURVEY CONTROL
 AD8663  ______________________________________________________________________
 AD8663* NAD 83(2011) POSITION- 26 19 53.15926(N) 081 43 21.73043(W)   ADJUSTED
 AD8663* NAD 83(2011) ELLIP HT-   -20.376 (meters)        (06/27/12)   ADJUSTED
 AD8663* NAD 83(2011) EPOCH   -  2010.00
 AD8663* NAVD 88 ORTHO HEIGHT -     3.6   (meters)       12.    (feet) GPS OBS
 AD8663  ______________________________________________________________________
 AD8663  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8663  GEOID HEIGHT    -        -24.930 (meters)                     GEOID93
 AD8663  GEOID HEIGHT    -        -23.992 (meters)                     GEOID18
 AD8663  NAD 83(2011) X  -    823,490.780 (meters)                     COMP
 AD8663  NAD 83(2011) Y  - -5,660,525.126 (meters)                     COMP
 AD8663  NAD 83(2011) Z  -  2,812,009.574 (meters)                     COMP
 AD8663  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 AD8663
 AD8663  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8663  Standards:
 AD8663         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8663            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8663  -------------------------------------------------------------------
 AD8663  NETWORK    1.41   2.35           0.55   0.60   1.20      0.14214695
 AD8663  -------------------------------------------------------------------
 AD8663  Click here for local accuracies and other accuracy information.
 AD8663
 AD8663.The horizontal coordinates were established by GPS observations
 AD8663.and adjusted by the National Geodetic Survey in June 2012.
 AD8663
 AD8663.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8663.been affixed to the stable North American tectonic plate. See 
 AD8663.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8663
 AD8663.The horizontal coordinates are valid at the epoch date displayed above
 AD8663.which is a decimal equivalence of Year/Month/Day.
 AD8663
 AD8663.The orthometric height was determined by GPS observations and a
 AD8663.high-resolution geoid model.
 AD8663
 AD8663.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8663.GEOID18 height accuracy estimate available here.
 AD8663
 AD8663.Click photographs - Photos may exist for this station.
 AD8663
 AD8663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8663
 AD8663.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8663
 AD8663.The ellipsoidal height was determined by GPS observations
 AD8663.and is referenced to NAD 83.
 AD8663
 AD8663. The following values were computed from the NAD 83(2011) position.
 AD8663
 AD8663;                    North         East     Units Scale Factor Converg.
 AD8663;SPC FL W     -   221,362.055   227,682.424   MT  0.99995063   +0 07 22.8
 AD8663;SPC FL W     -   726,252.01    746,988.09   sFT  0.99995063   +0 07 22.8
 AD8663;UTM  17      - 2,912,590.575   427,876.571   MT  0.99966422   -0 19 14.1
 AD8663
 AD8663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8663!SPC FL W     -   1.00000320  x   0.99995063  =   0.99995383
 AD8663!UTM  17      -   1.00000320  x   0.99966422  =   0.99966742
 AD8663
 AD8663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2787612590(NAD 83)
 AD8663
 AD8663                          SUPERSEDED SURVEY CONTROL
 AD8663
 AD8663  NAD 83(2007)-  26 19 53.15935(N)    081 43 21.73107(W) AD(2002.00) 0
 AD8663  ELLIP H (02/10/07)  -20.356  (m)                       GP(2002.00)    
 AD8663  NAD 83(1999)-  26 19 53.15985(N)    081 43 21.73093(W) AD(       ) 1
 AD8663  ELLIP H (07/06/01)  -20.330  (m)                       GP(       ) 4 2
 AD8663  NAD 83(1990)-  26 19 53.15817(N)    081 43 21.73039(W) AD(       ) 1
 AD8663  ELLIP H (11/12/93)  -20.246  (m)                       GP(       ) 4 1
 AD8663
 AD8663.Superseded values are not recommended for survey control.
 AD8663
 AD8663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8663.See file dsdata.pdf to determine how the superseded data were derived.
 AD8663
 AD8663_MARKER: DD = SURVEY DISK
 AD8663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8663_STAMPING: 1-05 48 26 9050 1990
 AD8663_MARK LOGO: FL-071
 AD8663_PROJECTION: RECESSED 10 CENTIMETERS
 AD8663_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8663+STABILITY: SURFACE MOTION
 AD8663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8663+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 AD8663
 AD8663  HISTORY     - Date     Condition        Report By
 AD8663  HISTORY     - 1990     MONUMENTED       DENI
 AD8663  HISTORY     - 19910109 GOOD
 AD8663
 AD8663                          STATION DESCRIPTION
 AD8663
 AD8663'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8663'STATION IS LOCATED NEAR NORTHEAST CORNER OF SEC. 5, TWP 48S, RGE 26E,
 AD8663'23.2 MI (37.3 KM) SOUTH SOUTHEAST OF FORT MYERS IN BONITA SPRINGS,
 AD8663'1.7 MI (2.7 KM) EAST OF THE JUNCTION OF I-75 AND BONITA BEACH
 AD8663'ROAD/COUNTY ROAD 865, EXIT 18, 1.0 MI (1.6 KM) NORTH OF THE
 AD8663'LEE/COLLIER COUNTY LINE, 4.0 MI (6.4 KM) WEST OF THE LEE/COLLIER
 AD8663'COUNTY LINE.
 AD8663'TO REACH STATION FROM THE JUNCTION OF I-75 AND BONITA BEACH ROAD (2
 AD8663'LANES), GO EAST 1.75 MI (2.82 KM) TO STATION, SOUTH OF ROAD, NORTH OF
 AD8663'A DRAINAGE DITCH AND BERM.
 AD8663'STATION IS 113.0 FT (34.4 M) SOUTH OF THE CENTERLINE OF BONITA BEACH
 AD8663'ROAD (2 LANES) FROM A POINT 88 FT (26.8 M) WEST OF THE END OF ROADWAY
 AD8663'PAVEMENT), APPROXIMATELY 88 FT (26.8 M) WEST OF THE CENTERLINE OF A
 AD8663'GRAVEL ROAD PROJECTED SOUTH, 72 FT (21.9 M) WEST OF THE CENTERLINE
 AD8663'PROJECTED NORTH OF A CONCRETE CULVERT PIPE THROUGH A BERM, 26.5 FT
 AD8663'(8.1 M) NORTH OF THE TOE OF A DITCH, 15.9 FT (4.8 M) NORTH OF A
 AD8663'WITNESS POST AT TOP OF BANK.
 AD8663'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8663'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 4 INCHES BELOW
 AD8663'GROUND LEVEL.
 AD8663
 AD8663                          STATION RECOVERY (1991)
 AD8663
 AD8663'RECOVERED 1991
 AD8663'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8664 ***********************************************************************
 AD8664  DESIGNATION -  1 09 46 27
 AD8664  PID         -  AD8664
 AD8664  STATE/COUNTY-  FL/LEE
 AD8664  COUNTRY     -  US
 AD8664  USGS QUAD   -  CORKSCREW (2018)
 AD8664
 AD8664                         *CURRENT SURVEY CONTROL
 AD8664  ______________________________________________________________________
 AD8664* NAD 83(2011) POSITION- 26 29 42.27440(N) 081 36 58.16776(W)   ADJUSTED
 AD8664* NAD 83(2011) ELLIP HT-   -15.546 (meters)        (06/27/12)   ADJUSTED
 AD8664* NAD 83(2011) EPOCH   -  2010.00
 AD8664* NAVD 88 ORTHO HEIGHT -     8.9   (meters)       29.    (feet) GPS OBS
 AD8664  ______________________________________________________________________
 AD8664  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8664  GEOID HEIGHT    -        -25.310 (meters)                     GEOID93
 AD8664  GEOID HEIGHT    -        -24.358 (meters)                     GEOID18
 AD8664  NAD 83(2011) X  -    832,840.139 (meters)                     COMP
 AD8664  NAD 83(2011) Y  - -5,651,009.183 (meters)                     COMP
 AD8664  NAD 83(2011) Z  -  2,828,249.716 (meters)                     COMP
 AD8664  LAPLACE CORR    -         -0.55  (seconds)                    DEFLEC18
 AD8664
 AD8664  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8664  Standards:
 AD8664         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8664            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8664  -------------------------------------------------------------------
 AD8664  NETWORK    1.36   2.18           0.56   0.55   1.11      0.06663150
 AD8664  -------------------------------------------------------------------
 AD8664  Click here for local accuracies and other accuracy information.
 AD8664
 AD8664.The horizontal coordinates were established by GPS observations
 AD8664.and adjusted by the National Geodetic Survey in June 2012.
 AD8664
 AD8664.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8664.been affixed to the stable North American tectonic plate. See 
 AD8664.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8664
 AD8664.The horizontal coordinates are valid at the epoch date displayed above
 AD8664.which is a decimal equivalence of Year/Month/Day.
 AD8664
 AD8664.The orthometric height was determined by GPS observations and a
 AD8664.high-resolution geoid model.
 AD8664
 AD8664.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8664.GEOID18 height accuracy estimate available here.
 AD8664
 AD8664.Click photographs - Photos may exist for this station.
 AD8664
 AD8664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8664
 AD8664.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8664
 AD8664.The ellipsoidal height was determined by GPS observations
 AD8664.and is referenced to NAD 83.
 AD8664
 AD8664. The following values were computed from the NAD 83(2011) position.
 AD8664
 AD8664;                    North         East     Units Scale Factor Converg.
 AD8664;SPC FL W     -   239,519.189   238,264.827   MT  0.99995925   +0 10 16.5
 AD8664;SPC FL W     -   785,822.54    781,707.19   sFT  0.99995925   +0 10 16.5
 AD8664;UTM  17      - 2,930,659.583   438,596.416   MT  0.99964655   -0 16 29.6
 AD8664
 AD8664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8664!SPC FL W     -   1.00000244  x   0.99995925  =   0.99996169
 AD8664!UTM  17      -   1.00000244  x   0.99964655  =   0.99964899
 AD8664
 AD8664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3859630659(NAD 83)
 AD8664
 AD8664                          SUPERSEDED SURVEY CONTROL
 AD8664
 AD8664  NAD 83(2007)-  26 29 42.27447(N)    081 36 58.16835(W) AD(2002.00) 0
 AD8664  ELLIP H (02/10/07)  -15.531  (m)                       GP(2002.00)    
 AD8664  NAD 83(1999)-  26 29 42.27485(N)    081 36 58.16874(W) AD(       ) 1
 AD8664  ELLIP H (07/06/01)  -15.510  (m)                       GP(       ) 4 2
 AD8664  NAD 83(1990)-  26 29 42.27310(N)    081 36 58.16744(W) AD(       ) 1
 AD8664  ELLIP H (11/12/93)  -15.469  (m)                       GP(       ) 4 1
 AD8664
 AD8664.Superseded values are not recommended for survey control.
 AD8664
 AD8664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8664.See file dsdata.pdf to determine how the superseded data were derived.
 AD8664
 AD8664_MARKER: DD = SURVEY DISK
 AD8664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8664_STAMPING: GPS 1-09 46 27 9073 1990
 AD8664_MARK LOGO: FL-071
 AD8664_PROJECTION: RECESSED 5 CENTIMETERS
 AD8664_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8664+STABILITY: SURFACE MOTION
 AD8664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8664+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2007
 AD8664
 AD8664  HISTORY     - Date     Condition        Report By
 AD8664  HISTORY     - 1990     MONUMENTED       DENI
 AD8664  HISTORY     - 19910105 GOOD
 AD8664  HISTORY     - 20070205 GOOD             HOLE
 AD8664
 AD8664                          STATION DESCRIPTION
 AD8664
 AD8664'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8664'STATION IS LOCATED IN SECTION 9, TWP 46S, RGE 27E, 18.6 MI (29.9 KM)
 AD8664'SOUTHEAST OF FORT MYERS, SOUTH OF LEHIGH ACRES, 3.3 MI (5.3 KM) WEST
 AD8664'OF THE LEE/COLLIER COUNTY LINE.
 AD8664'TO REACH STATION FROM THE JUNCTION OF I-75 AND STATE ROUTE
 AD8664'82/IMMOKALEE ROAD, GO SOUTH SOUTHEAST 11.9 MI (19.2 KM) ON STATE
 AD8664'ROUTE 82 TO A GRAVEL ROAD LEADING SOUTH AND THE ENTRANCE TO TROYER
 AD8664'BROTHERS OF FLORIDA, INC., BEING ALSO 0.7 MI (1.1 KM) WEST NORTHWEST
 AD8664'ALONG STATE ROUTE 82 FROM THE JUNCTION WITH BELL BOULEVARD, THEN
 AD8664'SOUTH 2.4 MI (3.9 KM) ALONG GRAVEL ROAD TO A FORK IN THE ROAD AND THE
 AD8664'STATION ON THE LEFT IN THE TOP OF A LOW BERM.
 AD8664'STATION IS 24.0 FT (7.3 M) EAST OF THE CENTERLINE OF A DIRT ROAD, 15.0
 AD8664'FT (4.6 M) WEST OF A WIRE FENCE LINE, 18.0 FT (5.5 M) NORTH OF A 4
 AD8664'INCH PINE TREE, 55.2 FT (16.8 M) SOUTH OF A METAL FUEL TANK, AND 2.0
 AD8664'FT (0.6 M) WEST OF A WITNESS POST.
 AD8664'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8664'DISK SET IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW
 AD8664'GROUND LEVEL.
 AD8664
 AD8664                          STATION RECOVERY (1991)
 AD8664
 AD8664'RECOVERED 1991
 AD8664'RECOVERED IN GOOD CONDITION.
 AD8664
 AD8664                          STATION RECOVERY (2007)
 AD8664
 AD8664'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2007 (BRH)
 AD8664'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2562 ***********************************************************************
 AD2562  DESIGNATION -  1 11.74
 AD2562  PID         -  AD2562
 AD2562  STATE/COUNTY-  FL/BROWARD
 AD2562  COUNTRY     -  US
 AD2562  USGS QUAD   -  FORT LAUDERDALE NORTH (2018)
 AD2562
 AD2562                         *CURRENT SURVEY CONTROL
 AD2562  ______________________________________________________________________
 AD2562* NAD 83(1986) POSITION- 26 12 21.     (N) 080 07 56.     (W)   SCALED
 AD2562* NAVD 88 ORTHO HEIGHT -     3.108 (meters)       10.20  (feet) ADJUSTED
 AD2562  ______________________________________________________________________
 AD2562  GEOID HEIGHT    -        -25.753 (meters)                     GEOID18
 AD2562  DYNAMIC HEIGHT  -          3.103 (meters)       10.18  (feet) COMP
 AD2562  MODELED GRAVITY -    979,067.6   (mgal)                       NAVD 88
 AD2562
 AD2562  VERT ORDER      -  FIRST     CLASS I
 AD2562
 AD2562.The horizontal coordinates were scaled from a map and have
 AD2562.an estimated accuracy of +/- 6 seconds.
 AD2562
 AD2562.The orthometric height was determined by differential leveling and
 AD2562.adjusted by the NATIONAL GEODETIC SURVEY
 AD2562.in June 1991.
 AD2562
 AD2562.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2562.GEOID18 height accuracy estimate available here.
 AD2562
 AD2562.Click photographs - Photos may exist for this station.
 AD2562
 AD2562.The dynamic height is computed by dividing the NAVD 88
 AD2562.geopotential number by the normal gravity value computed on the
 AD2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2562.degrees latitude (g = 980.6199 gals.).
 AD2562
 AD2562.The modeled gravity was interpolated from observed gravity values.
 AD2562
 AD2562;                    North         East    Units  Estimated Accuracy
 AD2562;SPC FL E     -   207,710.      286,730.      MT  (+/- 180 meters Scaled)
 AD2562
 AD2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ866987(NAD 83)
 AD2562
 AD2562                          SUPERSEDED SURVEY CONTROL
 AD2562
 AD2562  NGVD 29 (??/??/92)    3.590  (m)           11.78   (f) SUPERSEDED  1 1
 AD2562  NGVD 29 (09/01/92)    3.590  (m)           11.78   (f) ADJUSTED    1 1
 AD2562
 AD2562.Superseded values are not recommended for survey control.
 AD2562
 AD2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2562.See file dsdata.pdf to determine how the superseded data were derived.
 AD2562
 AD2562_MARKER: DD = SURVEY DISK
 AD2562_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2562_SP_SET: GUARDRAIL
 AD2562_STAMPING: 1 11.74
 AD2562_MARK LOGO: FLDT
 AD2562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD2562+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1991
 AD2562
 AD2562  HISTORY     - Date     Condition        Report By
 AD2562  HISTORY     - UNK      MONUMENTED       FLHD
 AD2562  HISTORY     - 1965     GOOD             CGS
 AD2562  HISTORY     - 1973     GOOD             NGS
 AD2562  HISTORY     - 1989     GOOD             USPSQD
 AD2562  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD2562  HISTORY     - 19911231 GOOD             NGS
 AD2562  HISTORY     - 20050630 MARK NOT FOUND   USPSQD
 AD2562
 AD2562                          STATION DESCRIPTION
 AD2562
 AD2562'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2562'1.8 MI S FROM POMPANO BEACH.
 AD2562'ABOUT 1.85 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2562'THE CROSSING OF ATLANTIC BLVD. AT POMPANO BEACH, IN SECTION 11,
 AD2562'R 42 E, T 49 S, SET ON THE TOP OF THE EAST BANNISTER OF A BRIDGE
 AD2562'OVER CYPRESS CREEK FOR OLD DIXIE HIGHWAY, 55 FEET WEST OF THE
 AD2562'WEST RAIL OF THE SOUTHBOUND TRACK, 7.8 FEET NORTH OF THE SOUTH
 AD2562'END OF THE BANNISTER, 5.2 FEET EAST OF THE EAST CURB OF THE
 AD2562'HIGHWAY AND 2.7 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 AD2562
 AD2562                          STATION RECOVERY (1973)
 AD2562
 AD2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2562'RECOVERED IN GOOD CONDITION.
 AD2562
 AD2562                          STATION RECOVERY (1989)
 AD2562
 AD2562'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD2562'RECOVERED IN GOOD CONDITION.
 AD2562
 AD2562                          STATION RECOVERY (1990)
 AD2562
 AD2562'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2562'MARK NOT FOUND.
 AD2562
 AD2562                          STATION RECOVERY (1991)
 AD2562
 AD2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2562'1.9 KM (1.2 MI) NORTHERLY ALONG STATE HIGHWAY 811 (DIXIE HIGHWAY)
 AD2562'FROM THE INTERSECTION OF STATE HIGHWAY 870 (EAST COMMERCIAL
 AD2562'BOULEVARD) IN OAKLAND PARK, IN TOP OF AND 2.3 M (7.5 FT) NORTH OF THE
 AD2562'SOUTH END OF THE EAST CONCRETE GUARDRAIL OF THE HIGHWAY BRIDGE
 AD2562'SPANNING CYPRESS CREEK CANAL, 5.9 M (19.4 FT) EAST OF THE HIGHWAY
 AD2562'CENTERLINE, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AD2562
 AD2562                          STATION RECOVERY (2005)
 AD2562
 AD2562'RECOVERY NOTE BY US POWER SQUADRON 2005 (EP)
 AD2562'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8665 ***********************************************************************
 AD8665  DESIGNATION -  1 12 47 26
 AD8665  PID         -  AD8665
 AD8665  STATE/COUNTY-  FL/LEE
 AD8665  COUNTRY     -  US
 AD8665  USGS QUAD   -  CORKSCREW NW (2018)
 AD8665
 AD8665                         *CURRENT SURVEY CONTROL
 AD8665  ______________________________________________________________________
 AD8665* NAD 83(2011) POSITION- 26 24 16.42825(N) 081 39 33.53536(W)   ADJUSTED
 AD8665* NAD 83(2011) ELLIP HT-   -18.628 (meters)        (06/27/12)   ADJUSTED
 AD8665* NAD 83(2011) EPOCH   -  2010.00
 AD8665* NAVD 88 ORTHO HEIGHT -     5.6   (meters)       18.    (feet) GPS OBS
 AD8665  ______________________________________________________________________
 AD8665  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8665  GEOID HEIGHT    -        -25.150 (meters)                     GEOID93
 AD8665  GEOID HEIGHT    -        -24.195 (meters)                     GEOID18
 AD8665  NAD 83(2011) X  -    829,230.860 (meters)                     COMP
 AD8665  NAD 83(2011) Y  - -5,656,051.695 (meters)                     COMP
 AD8665  NAD 83(2011) Z  -  2,819,269.728 (meters)                     COMP
 AD8665  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 AD8665
 AD8665  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8665  Standards:
 AD8665         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8665            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8665  -------------------------------------------------------------------
 AD8665  NETWORK    1.30   2.16           0.52   0.54   1.10      0.10453077
 AD8665  -------------------------------------------------------------------
 AD8665  Click here for local accuracies and other accuracy information.
 AD8665
 AD8665.The horizontal coordinates were established by GPS observations
 AD8665.and adjusted by the National Geodetic Survey in June 2012.
 AD8665
 AD8665.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8665.been affixed to the stable North American tectonic plate. See 
 AD8665.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8665
 AD8665.The horizontal coordinates are valid at the epoch date displayed above
 AD8665.which is a decimal equivalence of Year/Month/Day.
 AD8665
 AD8665.The orthometric height was determined by GPS observations and a
 AD8665.high-resolution geoid model.
 AD8665
 AD8665.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8665.GEOID18 height accuracy estimate available here.
 AD8665
 AD8665.Click photographs - Photos may exist for this station.
 AD8665
 AD8665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8665
 AD8665.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8665
 AD8665.The ellipsoidal height was determined by GPS observations
 AD8665.and is referenced to NAD 83.
 AD8665
 AD8665. The following values were computed from the NAD 83(2011) position.
 AD8665
 AD8665;                    North         East     Units Scale Factor Converg.
 AD8665;SPC FL W     -   229,479.174   233,989.011   MT  0.99995543   +0 09 05.4
 AD8665;SPC FL W     -   752,882.92    767,678.95   sFT  0.99995543   +0 09 05.4
 AD8665;UTM  17      - 2,920,656.188   434,244.017   MT  0.99965338   -0 17 35.6
 AD8665
 AD8665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8665!SPC FL W     -   1.00000293  x   0.99995543  =   0.99995836
 AD8665!UTM  17      -   1.00000293  x   0.99965338  =   0.99965631
 AD8665
 AD8665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3424420656(NAD 83)
 AD8665
 AD8665                          SUPERSEDED SURVEY CONTROL
 AD8665
 AD8665  NAD 83(2007)-  26 24 16.42833(N)    081 39 33.53597(W) AD(2002.00) 0
 AD8665  ELLIP H (02/10/07)  -18.612  (m)                       GP(2002.00)    
 AD8665  NAD 83(1999)-  26 24 16.42876(N)    081 39 33.53618(W) AD(       ) 1
 AD8665  ELLIP H (07/06/01)  -18.590  (m)                       GP(       ) 4 2
 AD8665  NAD 83(1990)-  26 24 16.42705(N)    081 39 33.53522(W) AD(       ) 1
 AD8665  ELLIP H (11/12/93)  -18.530  (m)                       GP(       ) 4 1
 AD8665
 AD8665.Superseded values are not recommended for survey control.
 AD8665
 AD8665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8665.See file dsdata.pdf to determine how the superseded data were derived.
 AD8665
 AD8665_MARKER: DD = SURVEY DISK
 AD8665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8665_STAMPING: GPS 1-12 47 26 9068 1990
 AD8665_MARK LOGO: FL-071
 AD8665_PROJECTION: RECESSED 8 CENTIMETERS
 AD8665_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8665+STABILITY: SURFACE MOTION
 AD8665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8665+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 AD8665
 AD8665  HISTORY     - Date     Condition        Report By
 AD8665  HISTORY     - 1990     MONUMENTED       DENI
 AD8665  HISTORY     - 19910108 GOOD
 AD8665
 AD8665                          STATION DESCRIPTION
 AD8665
 AD8665'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8665'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SEC.12, TWP 47S, RGE
 AD8665'26E, 20.8 MI (33.5 KM) SOUTHEAST OF FORT MYERS NEAR THE LEE/COLLIER
 AD8665'COUNTY LINE, 7.6 MI (12.2 KM) EAST SOUTHEAST OF THE JUNCTION OF I-75
 AD8665'AND CORKSCREW ROAD/COUNTY ROAD 850, EXIT 19.
 AD8665'TO REACH STATION FROM THE JUNCTION OF I-75 AND CORKSCREW ROAD, GO EAST
 AD8665'4.9 MI (7.9 KM) ON CORKSCREW ROAD TO THE JUNCTION WITH ALICO ROAD,
 AD8665'THEN CONTINUE EAST 2.75 MI (4.43 KM) ON CORKSCREW ROAD TO SIX L
 AD8665'FARM ROAD, THEN SOUTH 2.0 MI (3.2 KM) ON SIX L FARM ROAD TO A JOG
 AD8665'IN THE ROAD TO THE WEST, THEN WEST THROUGH SHORT JOG TO A DIRT FARM
 AD8665'ROAD LEADING SOUTH, THEN SOUTHERLY 1.2 MI (1.9 KM) ALONG DIRT FARM
 AD8665'ROAD TO STATION ON THE LEFT.
 AD8665'STATION IS 40.5 FT (12.3 M) SOUTHEAST OF THE CENTERLINE OF AN 8 FT
 AD8665'(2.4 M) WIDE DIRT FARM ROAD, 61.2 FT (18.7 M) EAST OF THE NORTHWEST
 AD8665'CORNER OF A DRAINAGE CONTROL STRUCTURE, 2.0 FT (0.6 M) NORTH OF THE
 AD8665'CENTERLINE OF AN EAST-WEST DITCH PROJECTED, 28.5 FT (8.7 M) EAST OF
 AD8665'THE CENTERLINE OF A NORTH-SOUTH DITCH PROJECTED, 3.0 FT (0.9 M) WEST
 AD8665'OF A WITNESS POST AT THE WEST TOP OF BANK OF A CANAL.
 AD8665'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8665'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 3 INCHES BELOW
 AD8665'GROUND LEVEL.
 AD8665
 AD8665                          STATION RECOVERY (1991)
 AD8665
 AD8665'RECOVERED 1991
 AD8665'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8666 ***********************************************************************
 AD8666  DESIGNATION -  1 13 44 23
 AD8666  PID         -  AD8666
 AD8666  STATE/COUNTY-  FL/LEE
 AD8666  COUNTRY     -  US
 AD8666  USGS QUAD   -  FORT MYERS NW (2018)
 AD8666
 AD8666                         *CURRENT SURVEY CONTROL
 AD8666  ______________________________________________________________________
 AD8666* NAD 83(2011) POSITION- 26 39 06.99241(N) 081 57 29.09643(W)   ADJUSTED
 AD8666* NAD 83(2011) ELLIP HT-   -19.304 (meters)        (06/27/12)   ADJUSTED
 AD8666* NAD 83(2011) EPOCH   -  2010.00
 AD8666* NAVD 88 ORTHO HEIGHT -     4.7   (meters)       15.    (feet) GPS OBS
 AD8666  ______________________________________________________________________
 AD8666  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8666  GEOID HEIGHT    -        -24.860 (meters)                     GEOID93
 AD8666  GEOID HEIGHT    -        -24.004 (meters)                     GEOID18
 AD8666  NAD 83(2011) X  -    798,013.753 (meters)                     COMP
 AD8666  NAD 83(2011) Y  - -5,648,176.843 (meters)                     COMP
 AD8666  NAD 83(2011) Z  -  2,843,792.226 (meters)                     COMP
 AD8666  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 AD8666
 AD8666  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8666  Standards:
 AD8666         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8666            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8666  -------------------------------------------------------------------
 AD8666  NETWORK    1.43   2.27           0.56   0.60   1.16      0.25029797
 AD8666  -------------------------------------------------------------------
 AD8666  Click here for local accuracies and other accuracy information.
 AD8666
 AD8666.The horizontal coordinates were established by GPS observations
 AD8666.and adjusted by the National Geodetic Survey in June 2012.
 AD8666
 AD8666.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8666.been affixed to the stable North American tectonic plate. See 
 AD8666.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8666
 AD8666.The horizontal coordinates are valid at the epoch date displayed above
 AD8666.which is a decimal equivalence of Year/Month/Day.
 AD8666
 AD8666.The orthometric height was determined by GPS observations and a
 AD8666.high-resolution geoid model.
 AD8666
 AD8666.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8666.GEOID18 height accuracy estimate available here.
 AD8666
 AD8666.Click photographs - Photos may exist for this station.
 AD8666
 AD8666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8666
 AD8666.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8666
 AD8666.The ellipsoidal height was determined by GPS observations
 AD8666.and is referenced to NAD 83.
 AD8666
 AD8666. The following values were computed from the NAD 83(2011) position.
 AD8666
 AD8666;                    North         East     Units Scale Factor Converg.
 AD8666;SPC FL W     -   256,841.941   204,173.020   MT  0.99994139   +0 01 07.7
 AD8666;SPC FL W     -   842,655.60    669,857.65   sFT  0.99994139   +0 01 07.7
 AD8666;UTM  17      - 2,948,243.228   404,650.103   MT  0.99971224   -0 25 47.3
 AD8666
 AD8666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8666!SPC FL W     -   1.00000303  x   0.99994139  =   0.99994442
 AD8666!UTM  17      -   1.00000303  x   0.99971224  =   0.99971527
 AD8666
 AD8666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0465048243(NAD 83)
 AD8666
 AD8666                          SUPERSEDED SURVEY CONTROL
 AD8666
 AD8666  NAD 83(2007)-  26 39 06.99257(N)    081 57 29.09706(W) AD(2002.00) 0
 AD8666  ELLIP H (02/10/07)  -19.290  (m)                       GP(2002.00)    
 AD8666  NAD 83(1999)-  26 39 06.99283(N)    081 57 29.09739(W) AD(       ) 1
 AD8666  ELLIP H (07/06/01)  -19.290  (m)                       GP(       ) 4 2
 AD8666  NAD 83(1990)-  26 39 06.99106(N)    081 57 29.09659(W) AD(       ) 1
 AD8666  ELLIP H (11/12/93)  -19.219  (m)                       GP(       ) 4 1
 AD8666
 AD8666.Superseded values are not recommended for survey control.
 AD8666
 AD8666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8666.See file dsdata.pdf to determine how the superseded data were derived.
 AD8666
 AD8666_MARKER: DD = SURVEY DISK
 AD8666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8666_STAMPING: GPS 1-13 44 23 9064 1990
 AD8666_MARK LOGO: FL-071
 AD8666_PROJECTION: RECESSED 8 CENTIMETERS
 AD8666_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8666+STABILITY: SURFACE MOTION
 AD8666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8666+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AD8666
 AD8666  HISTORY     - Date     Condition        Report By
 AD8666  HISTORY     - 1990     MONUMENTED       DENI
 AD8666  HISTORY     - 19980312 GOOD             USPSQD
 AD8666  HISTORY     - 20210110 MARK NOT FOUND   FLDEP
 AD8666
 AD8666                          STATION DESCRIPTION
 AD8666
 AD8666'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8666'STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SEC.13, TWP 44S, RGE
 AD8666'23 E, IN CAPE CORAL, 5.5 MI (8.9 KM) WEST OF FORT MYERS.
 AD8666'TO REACH STATION FROM THE JUNCTION OF CLEVELAND AVENUE/U.S.HIGHWAY 41
 AD8666'AND PINE ISLAND ROAD/STATE ROUTE 78, GO WESTERLY 2.7 MI (4.3 KM) TO
 AD8666'THE INTERSECTION WITH DEL PRADO BOULEVARD, THEN CONTINUE
 AD8666'SOUTHWESTERLY 1.35 MI (2.17 KM) ON PINE ISLAND ROAD TO CULTURAL PARK
 AD8666'BOULEVARD, THEN SOUTHERLY 0.45 MI (0.72 KM) ON CULTURAL PARK
 AD8666'BOULEVARD TO HANCOCK BRIDGE PARKWAY AND THE STATION ON THE LEFT NEAR
 AD8666'THE NORTHWEST CORNER OF A CONCRETE BRIDGE.
 AD8666'STATION IS 19.0 FT (5.8 M) NORTH OF THE CENTERLINE OF THE WESTBOUND
 AD8666'LANE OF HANCOCK BRIDGE PARKWAY, 168.5 FT (51.4 M) EAST OF THE
 AD8666'CENTERLINE OF THE NORTHBOUND LANE OF CULTURAL PARK BOULEVARD, 10.0 FT
 AD8666'(3.0 M) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BRIDGE RAIL,
 AD8666'9.5 FT (2.9 M) WEST OF A WITNESS POST.
 AD8666'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8666'DISK SET IN TOP OF A 9 INCH ROUND CONCRETE MONUMENT, 3 INCHES BELOW
 AD8666'GROUND LEVEL.
 AD8666
 AD8666                          STATION RECOVERY (1998)
 AD8666
 AD8666'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8666'RECOVERED IN GOOD CONDITION.
 AD8666
 AD8666                          STATION RECOVERY (2021)
 AD8666
 AD8666'RECOVERY NOTE BY FL DEPT OF ENV PRO 2021 (DLP)
 AD8666'NOT RECOVERED.  THE ROADWAY HAS BEEN WIDENED AND THE DISTANCE FALLS IN
 AD8666'THE PAVED AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5230 ***********************************************************************
 AG5230  DESIGNATION -  1 15.38 FLHD
 AG5230  PID         -  AG5230
 AG5230  STATE/COUNTY-  FL/PINELLAS
 AG5230  COUNTRY     -  US
 AG5230  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG5230
 AG5230                         *CURRENT SURVEY CONTROL
 AG5230  ______________________________________________________________________
 AG5230* NAD 83(1986) POSITION- 27 41 40.     (N) 082 40 43.     (W)   SCALED
 AG5230* NAVD 88 ORTHO HEIGHT -     4.168 (meters)       13.67  (feet) ADJUSTED
 AG5230  ______________________________________________________________________
 AG5230  GEOID HEIGHT    -        -24.421 (meters)                     GEOID18
 AG5230  DYNAMIC HEIGHT  -          4.162 (meters)       13.65  (feet) COMP
 AG5230  MODELED GRAVITY -    979,166.8   (mgal)                       NAVD 88
 AG5230
 AG5230  VERT ORDER      -  FIRST     CLASS II
 AG5230
 AG5230.The horizontal coordinates were scaled from a map and have
 AG5230.an estimated accuracy of +/- 6 seconds.
 AG5230
 AG5230.The orthometric height was determined by differential leveling and
 AG5230.adjusted by the NATIONAL GEODETIC SURVEY
 AG5230.in June 1991.
 AG5230
 AG5230.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5230.GEOID18 height accuracy estimate available here.
 AG5230
 AG5230.Click photographs - Photos may exist for this station.
 AG5230
 AG5230.The dynamic height is computed by dividing the NAVD 88
 AG5230.geopotential number by the normal gravity value computed on the
 AG5230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5230.degrees latitude (g = 980.6199 gals.).
 AG5230
 AG5230.The modeled gravity was interpolated from observed gravity values.
 AG5230
 AG5230;                    North         East    Units  Estimated Accuracy
 AG5230;SPC FL W     -   372,530.      133,070.      MT  (+/- 180 meters Scaled)
 AG5230
 AG5230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344644(NAD 83)
 AG5230
 AG5230                          SUPERSEDED SURVEY CONTROL
 AG5230
 AG5230  NGVD 29 (??/??/92)    4.455  (m)           14.62   (f) ADJ UNCH    1 2
 AG5230
 AG5230.Superseded values are not recommended for survey control.
 AG5230
 AG5230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5230.See file dsdata.pdf to determine how the superseded data were derived.
 AG5230
 AG5230_MARKER: DD = SURVEY DISK
 AG5230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5230_SP_SET: BRIDGE ABUTMENT
 AG5230_STAMPING: 1 15.38
 AG5230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5230
 AG5230  HISTORY     - Date     Condition        Report By
 AG5230  HISTORY     - UNK      MONUMENTED       FLHD
 AG5230  HISTORY     - 1972     GOOD             NGS
 AG5230  HISTORY     - 20010828 MARK NOT FOUND   USPSQD
 AG5230
 AG5230                          STATION DESCRIPTION
 AG5230
 AG5230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5230'7.8 MI S FROM ST PETERSBURG.
 AG5230'ABOUT 2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND
 AG5230'THE INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG,
 AG5230'THENCE 5.35 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET AND
 AG5230'SUNSHINE SKYWAY), 0.4 MILE SOUTH OF THE NORTH TOLL PLAZA ON THE
 AG5230'SUNSHINE SKYWAY, AT THE NORTHWEST CORNER OF THE MORE EASTERLY OF
 AG5230'TWO CONCRETE HIGHWAY DRAW BRIDGES OVER THE INTRACOASTAL WATERWAY,
 AG5230'SET IN THE TOP OF THE WEST-SOUTHWEST END OF THE NORTH-NORTHWEST
 AG5230'CONCRETE ABUTMENT OF THE BRIDGE, 21 FEET WEST-SOUTHWEST OF THE
 AG5230'CENTER LINE OF THE TWO EAST-NORTHEAST TRAFFIC LANES OF THE HIGHWAY,
 AG5230'2.4 FEET WEST-SOUTHWEST OF THE WEST-SOUTHWEST CONCRETE GUARDRAIL
 AG5230'ON THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY.
 AG5230
 AG5230                          STATION RECOVERY (2001)
 AG5230
 AG5230'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG5230'ROUTE 19(34TH ST) SOUTH OF LAT 27-43-08 N WAS COMPLETELY REBUILT IN
 AG5230'1987 AND REPLACED BY I-275. THE AREA IS NOW 20-30 FEET HIGHER IN
 AG5230'ELEVATION AND REGRADED ON EACH SIDE OF I-275. IN SPITE OF DILIGENT
 AG5230'SEARCH AND PROBING, NO SIGN OF THIS MARK WAS FOUND. RECOMMEND THE MARK
 AG5230'BE CONSIDERED AS DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2815 ***********************************************************************
 AD2815  DESIGNATION -  1 15.55
 AD2815  PID         -  AD2815
 AD2815  STATE/COUNTY-  FL/PALM BEACH
 AD2815  COUNTRY     -  US
 AD2815  USGS QUAD   -  PALM BEACH (2018)
 AD2815
 AD2815                         *CURRENT SURVEY CONTROL
 AD2815  ______________________________________________________________________
 AD2815* NAD 83(1986) POSITION- 26 41 29.3    (N) 080 04 14.6    (W)   HD_HELD2
 AD2815* NAVD 88 ORTHO HEIGHT -     4.272 (meters)       14.02  (feet) ADJUSTED
 AD2815  ______________________________________________________________________
 AD2815  GEOID HEIGHT    -        -26.390 (meters)                     GEOID18
 AD2815  DYNAMIC HEIGHT  -          4.265 (meters)       13.99  (feet) COMP
 AD2815  MODELED GRAVITY -    979,118.9   (mgal)                       NAVD 88
 AD2815
 AD2815  VERT ORDER      -  FIRST     CLASS I
 AD2815
 AD2815.The horizontal coordinates were established by autonomous hand held GPS
 AD2815.observations and have an estimated accuracy of +/- 10 meters.
 AD2815
 AD2815.The orthometric height was determined by differential leveling and
 AD2815.adjusted by the NATIONAL GEODETIC SURVEY
 AD2815.in June 1991.
 AD2815
 AD2815.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2815.GEOID18 height accuracy estimate available here.
 AD2815
 AD2815.Click photographs - Photos may exist for this station.
 AD2815
 AD2815.The dynamic height is computed by dividing the NAVD 88
 AD2815.geopotential number by the normal gravity value computed on the
 AD2815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2815.degrees latitude (g = 980.6199 gals.).
 AD2815
 AD2815.The modeled gravity was interpolated from observed gravity values.
 AD2815
 AD2815;                    North         East    Units  Estimated Accuracy
 AD2815;SPC FL E     -   261,558.      292,483.      MT  (+/- 10 meters HH2 GPS)
 AD2815
 AD2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9245152600(NAD 83)
 AD2815
 AD2815                          SUPERSEDED SURVEY CONTROL
 AD2815
 AD2815  NGVD 29 (??/??/92)    4.737  (m)           15.54   (f) ADJ UNCH    1 1
 AD2815
 AD2815.Superseded values are not recommended for survey control.
 AD2815
 AD2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2815.See file dsdata.pdf to determine how the superseded data were derived.
 AD2815
 AD2815_MARKER: DD = SURVEY DISK
 AD2815_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2815_SP_SET: BRIDGE
 AD2815_STAMPING: 1 15.55
 AD2815_MARK LOGO: FLSRD
 AD2815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2815+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2025
 AD2815
 AD2815  HISTORY     - Date     Condition        Report By
 AD2815  HISTORY     - UNK      MONUMENTED       FLDT
 AD2815  HISTORY     - 1973     GOOD             NGS
 AD2815  HISTORY     - 20011110 GOOD             USPSQD
 AD2815  HISTORY     - 20030408 GOOD             USPSQD
 AD2815  HISTORY     - 20040408 GOOD             USPSQD
 AD2815  HISTORY     - 20050408 GOOD             USPSQD
 AD2815  HISTORY     - 20060425 GOOD             USPSQD
 AD2815  HISTORY     - 20250113 GOOD             GEOCAC
 AD2815
 AD2815                          STATION DESCRIPTION
 AD2815
 AD2815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AD2815'AT WEST PALM BEACH, ABOUT 1.95 MILES SOUTH ALONG THE FLORIDA
 AD2815'EAST COAST RAILWAY FROM THE PASSENGER STATION, THENCE 0.9 MILE
 AD2815'WEST ALONG BELVEDERE ROAD, NEAR THE JUNCTION OF MERCER AVENUE,
 AD2815'SET IN THE TOP OF AND AT THE SOUTHWEST END OF THE SOUTHEAST
 AD2815'GUARD RAIL BASE OF A 90 FOOT BRIDGE ON MERCER AVENUE OVER A
 AD2815'DITCH, 112 YARDS NORTHEAST OF THE CENTER OF THE JUNCTION, 350
 AD2815'FEET NORTHEAST OF AND ACROSS BELVEDERE ROAD FROM BENCH MARK Y 96,
 AD2815'15.0 FEET SOUTHEAST OF THE CENTER LINE OF MERCER AVENUE AND
 AD2815'1/2 FOOT ABOVE THE LEVEL OF THE AVENUE.  NOTE-- AREA IS UNDER
 AD2815'CONSTRUCTION AND MARK IS BELIEVED TO BE COVERED WITH FILL AT
 AD2815'THIS TIME.
 AD2815
 AD2815                          STATION RECOVERY (2001)
 AD2815
 AD2815'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 AD2815'RECOVERED IN GOOD CONDITION.
 AD2815
 AD2815                          STATION RECOVERY (2003)
 AD2815
 AD2815'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2815'RECOVERED IN GOOD CONDITION.
 AD2815
 AD2815                          STATION RECOVERY (2004)
 AD2815
 AD2815'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2815'RECOVERED IN GOOD CONDITION.
 AD2815
 AD2815                          STATION RECOVERY (2005)
 AD2815
 AD2815'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2815'RECOVERED IN GOOD CONDITION.
 AD2815
 AD2815                          STATION RECOVERY (2006)
 AD2815
 AD2815'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 AD2815'RECOVERED IN GOOD CONDITION.
 AD2815
 AD2815                          STATION RECOVERY (2025)
 AD2815
 AD2815'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD2815'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5899 ***********************************************************************
 AD5899  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5899  DESIGNATION -  1 16.925 FLHD
 AD5899  PID         -  AD5899
 AD5899  STATE/COUNTY-  FL/BROWARD
 AD5899  COUNTRY     -  US
 AD5899  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5899
 AD5899                         *CURRENT SURVEY CONTROL
 AD5899  ______________________________________________________________________
 AD5899* NAD 83(1986) POSITION- 26 02 01.     (N) 080 07 23.     (W)   SCALED
 AD5899* NAVD 88 ORTHO HEIGHT -     4.625 (meters)       15.17  (feet) ADJUSTED
 AD5899  ______________________________________________________________________
 AD5899  GEOID HEIGHT    -        -25.714 (meters)                     GEOID18
 AD5899  DYNAMIC HEIGHT  -          4.618 (meters)       15.15  (feet) COMP
 AD5899  MODELED GRAVITY -    979,050.7   (mgal)                       NAVD 88
 AD5899
 AD5899  VERT ORDER      -  SECOND    CLASS I
 AD5899
 AD5899.The horizontal coordinates were scaled from a map and have
 AD5899.an estimated accuracy of +/- 6 seconds.
 AD5899
 AD5899.The orthometric height was determined by differential leveling and
 AD5899.adjusted by the NATIONAL GEODETIC SURVEY
 AD5899.in June 1991.
 AD5899
 AD5899.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5899.GEOID18 height accuracy estimate available here.
 AD5899
 AD5899.This Tidal Bench Mark is designated as VM 5739
 AD5899.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5899
 AD5899.Click photographs - Photos may exist for this station.
 AD5899
 AD5899.The dynamic height is computed by dividing the NAVD 88
 AD5899.geopotential number by the normal gravity value computed on the
 AD5899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5899.degrees latitude (g = 980.6199 gals.).
 AD5899
 AD5899.The modeled gravity was interpolated from observed gravity values.
 AD5899
 AD5899;                    North         East    Units  Estimated Accuracy
 AD5899;SPC FL E     -   188,630.      287,770.      MT  (+/- 180 meters Scaled)
 AD5899
 AD5899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ877797(NAD 83)
 AD5899
 AD5899                          SUPERSEDED SURVEY CONTROL
 AD5899
 AD5899  NGVD 29 (09/01/92)    5.106  (m)           16.75   (f) ADJUSTED    2 1
 AD5899
 AD5899.Superseded values are not recommended for survey control.
 AD5899
 AD5899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5899.See file dsdata.pdf to determine how the superseded data were derived.
 AD5899
 AD5899_MARKER: DB = BENCH MARK DISK
 AD5899_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5899_SP_SET: CONCRETE BRIDGE CURBING
 AD5899_STAMPING: 1 16.925
 AD5899_MARK LOGO: FLHD
 AD5899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5899
 AD5899  HISTORY     - Date     Condition        Report By
 AD5899  HISTORY     - UNK      MONUMENTED       FLHD
 AD5899  HISTORY     - 1981     GOOD             FLDNR
 AD5899  HISTORY     - 20070417 MARK NOT FOUND   INDIV
 AD5899
 AD5899                          STATION DESCRIPTION
 AD5899
 AD5899'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5899'0.5 MI WEST FROM HOLLYWOOD.
 AD5899'BEGIN AT THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 822 IN
 AD5899'HOLLYWOOD, GO 0.5 MILE WEST ON HIGHWAY 822 TO THE BRIDGE OVER WEST
 AD5899'LAKE AND THE MARK.  THE MARK IS SET AT THE SOUTHWEST END OF THE
 AD5899'BRIDGE, 27 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE, 0.5 FOOT EAST
 AD5899'OF THE WEST END OF THE BRIDGE, AND RECOVERED AS DESCRIBED IN NOS
 AD5899'TIDAL DATA, QUAD 260802.
 AD5899
 AD5899                          STATION RECOVERY (2007)
 AD5899
 AD5899'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 AD5899'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1046 ***********************************************************************
 AK1046  DESIGNATION -  1 21 10
 AK1046  PID         -  AK1046
 AK1046  STATE/COUNTY-  FL/BREVARD
 AK1046  COUNTRY     -  US
 AK1046  USGS QUAD   -  ORSINO (2018)
 AK1046
 AK1046                         *CURRENT SURVEY CONTROL
 AK1046  ______________________________________________________________________
 AK1046* NAD 83(1986) POSITION- 28 32 32.     (N) 080 38 34.     (W)   SCALED
 AK1046* NAVD 88 ORTHO HEIGHT -     8.222 (meters)       26.98  (feet) ADJUSTED
 AK1046  ______________________________________________________________________
 AK1046  GEOID HEIGHT    -        -28.202 (meters)                     GEOID18
 AK1046  DYNAMIC HEIGHT  -          8.210 (meters)       26.94  (feet) COMP
 AK1046  MODELED GRAVITY -    979,232.8   (mgal)                       NAVD 88
 AK1046
 AK1046  VERT ORDER      -  FIRST     CLASS II
 AK1046
 AK1046.The horizontal coordinates were scaled from a map and have
 AK1046.an estimated accuracy of +/- 6 seconds.
 AK1046
 AK1046.The orthometric height was determined by differential leveling and
 AK1046.adjusted by the NATIONAL GEODETIC SURVEY
 AK1046.in June 1991.
 AK1046
 AK1046.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1046.GEOID18 height accuracy estimate available here.
 AK1046
 AK1046.Click photographs - Photos may exist for this station.
 AK1046
 AK1046.The dynamic height is computed by dividing the NAVD 88
 AK1046.geopotential number by the normal gravity value computed on the
 AK1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1046.degrees latitude (g = 980.6199 gals.).
 AK1046
 AK1046.The modeled gravity was interpolated from observed gravity values.
 AK1046
 AK1046;                    North         East    Units  Estimated Accuracy
 AK1046;SPC FL E     -   466,350.      234,960.      MT  (+/- 180 meters Scaled)
 AK1046
 AK1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM349573(NAD 83)
 AK1046
 AK1046                          SUPERSEDED SURVEY CONTROL
 AK1046
 AK1046  NGVD 29 (??/??/92)    8.61   (m)           28.2    (f) COMPUTED    1 2
 AK1046
 AK1046.Superseded values are not recommended for survey control.
 AK1046
 AK1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1046.See file dsdata.pdf to determine how the superseded data were derived.
 AK1046
 AK1046_MARKER: DD = SURVEY DISK
 AK1046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1046_SP_SET: CONCRETE PAD
 AK1046_STAMPING: 1-21-10
 AK1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1046
 AK1046  HISTORY     - Date     Condition        Report By
 AK1046  HISTORY     - UNK      MONUMENTED       DOD
 AK1046  HISTORY     - 1965     GOOD             CGS
 AK1046
 AK1046                          STATION DESCRIPTION
 AK1046
 AK1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AK1046'AT MERRITT ISLAND.
 AK1046'LOCATED ON THE ROOF AND NORTH SIDE OF THE CIF ANTENNA CONTROL
 AK1046'BUILDING NO L 7 1557.  A SMOOTH BRASS DISK, CEMENTED IN THE
 AK1046'APPROXIMATE CENTER OF A 6 X 6 FOOT CONCRETE ANTENNA PAD THAT
 AK1046'PROJECTS ABOUT 5 INCHES ABOVE THE ROOF SURFACE.  TO REACH FROM
 AK1046'THE JUNCTION OF THE NASA CAUSEWAY AND C AVE S.E., GO NORTHEASTERLY
 AK1046'FOR 1.3 MILES TO THE CIF ANTENNA CONTROL BUILDING AND THE MARK
 AK1046'AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1047 ***********************************************************************
 AK1047  DESIGNATION -  1 21 11
 AK1047  PID         -  AK1047
 AK1047  STATE/COUNTY-  FL/BREVARD
 AK1047  COUNTRY     -  US
 AK1047  USGS QUAD   -  ORSINO (2018)
 AK1047
 AK1047                         *CURRENT SURVEY CONTROL
 AK1047  ______________________________________________________________________
 AK1047* NAD 83(1986) POSITION- 28 32 31.     (N) 080 38 34.     (W)   SCALED
 AK1047* NAVD 88 ORTHO HEIGHT -     8.442 (meters)       27.70  (feet) ADJUSTED
 AK1047  ______________________________________________________________________
 AK1047  GEOID HEIGHT    -        -28.202 (meters)                     GEOID18
 AK1047  DYNAMIC HEIGHT  -          8.430 (meters)       27.66  (feet) COMP
 AK1047  MODELED GRAVITY -    979,232.8   (mgal)                       NAVD 88
 AK1047
 AK1047  VERT ORDER      -  FIRST     CLASS II
 AK1047
 AK1047.The horizontal coordinates were scaled from a map and have
 AK1047.an estimated accuracy of +/- 6 seconds.
 AK1047
 AK1047.The orthometric height was determined by differential leveling and
 AK1047.adjusted by the NATIONAL GEODETIC SURVEY
 AK1047.in June 1991.
 AK1047
 AK1047.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1047.GEOID18 height accuracy estimate available here.
 AK1047
 AK1047.Click photographs - Photos may exist for this station.
 AK1047
 AK1047.The dynamic height is computed by dividing the NAVD 88
 AK1047.geopotential number by the normal gravity value computed on the
 AK1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1047.degrees latitude (g = 980.6199 gals.).
 AK1047
 AK1047.The modeled gravity was interpolated from observed gravity values.
 AK1047
 AK1047;                    North         East    Units  Estimated Accuracy
 AK1047;SPC FL E     -   466,320.      234,960.      MT  (+/- 180 meters Scaled)
 AK1047
 AK1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM349572(NAD 83)
 AK1047
 AK1047                          SUPERSEDED SURVEY CONTROL
 AK1047
 AK1047  NGVD 29 (??/??/92)    8.83   (m)           29.0    (f) COMPUTED    1 2
 AK1047
 AK1047.Superseded values are not recommended for survey control.
 AK1047
 AK1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1047.See file dsdata.pdf to determine how the superseded data were derived.
 AK1047
 AK1047_MARKER: B = BOLT
 AK1047_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1047_SP_SET: CONCRETE PAD
 AK1047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1047
 AK1047  HISTORY     - Date     Condition        Report By
 AK1047  HISTORY     - UNK      MONUMENTED       DOD
 AK1047  HISTORY     - 1965     GOOD             CGS
 AK1047
 AK1047                          STATION DESCRIPTION
 AK1047
 AK1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AK1047'AT MERRITT ISLAND.
 AK1047'LOCATED ON THE ROOF AND NORTH SIDE OF THE CIF ANTENNA CONTROL
 AK1047'BUILDING NO L 7 1557.  ON BOLT OF 25 1/2 INCH BOLTS IN THE
 AK1047'CENTER OF A CONCRETE ANTENNA PAD IS MARKED WITH A PUNCH HOLE.
 AK1047'LEVELS WERE RUN TO THE TOP OF THE BOLT WITH THE PUNCH HOLE.
 AK1047'TO REACH FROM THE JUNCTION OF THE NASA CAUSEWAY AND C AVE. S.E.,
 AK1047'GO NORTHEASTERLY FOR 1.3 MILES TO THE CIF ANTENNA CONTROL BUILDING
 AK1047'AND THE MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1044 ***********************************************************************
 AK1044  DESIGNATION -  1 21 9
 AK1044  PID         -  AK1044
 AK1044  STATE/COUNTY-  FL/BREVARD
 AK1044  COUNTRY     -  US
 AK1044  USGS QUAD   -  ORSINO (2018)
 AK1044
 AK1044                         *CURRENT SURVEY CONTROL
 AK1044  ______________________________________________________________________
 AK1044* NAD 83(1986) POSITION- 28 32 30.     (N) 080 38 36.     (W)   SCALED
 AK1044* NAVD 88 ORTHO HEIGHT -     8.216 (meters)       26.96  (feet) ADJUSTED
 AK1044  ______________________________________________________________________
 AK1044  GEOID HEIGHT    -        -28.201 (meters)                     GEOID18
 AK1044  DYNAMIC HEIGHT  -          8.205 (meters)       26.92  (feet) COMP
 AK1044  MODELED GRAVITY -    979,232.7   (mgal)                       NAVD 88
 AK1044
 AK1044  VERT ORDER      -  FIRST     CLASS II
 AK1044
 AK1044.The horizontal coordinates were scaled from a map and have
 AK1044.an estimated accuracy of +/- 6 seconds.
 AK1044
 AK1044.The orthometric height was determined by differential leveling and
 AK1044.adjusted by the NATIONAL GEODETIC SURVEY
 AK1044.in June 1991.
 AK1044
 AK1044.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1044.GEOID18 height accuracy estimate available here.
 AK1044
 AK1044.Click photographs - Photos may exist for this station.
 AK1044
 AK1044.The dynamic height is computed by dividing the NAVD 88
 AK1044.geopotential number by the normal gravity value computed on the
 AK1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1044.degrees latitude (g = 980.6199 gals.).
 AK1044
 AK1044.The modeled gravity was interpolated from observed gravity values.
 AK1044
 AK1044;                    North         East    Units  Estimated Accuracy
 AK1044;SPC FL E     -   466,290.      234,900.      MT  (+/- 180 meters Scaled)
 AK1044
 AK1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM348572(NAD 83)
 AK1044
 AK1044                          SUPERSEDED SURVEY CONTROL
 AK1044
 AK1044  NGVD 29 (??/??/92)    8.60   (m)           28.2    (f) COMPUTED    1 2
 AK1044
 AK1044.Superseded values are not recommended for survey control.
 AK1044
 AK1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1044.See file dsdata.pdf to determine how the superseded data were derived.
 AK1044
 AK1044_MARKER: DD = SURVEY DISK
 AK1044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1044_SP_SET: CONCRETE PAD
 AK1044_STAMPING: 1-21-9
 AK1044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1044
 AK1044  HISTORY     - Date     Condition        Report By
 AK1044  HISTORY     - UNK      MONUMENTED       DOD
 AK1044  HISTORY     - 1965     GOOD             CGS
 AK1044
 AK1044                          STATION DESCRIPTION
 AK1044
 AK1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AK1044'AT MERRITT ISLAND.
 AK1044'LOCATED ON THE ROOF AND NORTH SIDE OF THE CIF ANTENNA CONTROL
 AK1044'BUILDING NO L 7 1557.  A SMOOTH BRASS DISK, CEMENTED IN A DRILL
 AK1044'HOLE IN THE APPROXIMATE CENTER OF A 6 X 6 FOOT CONCRETE ANTENNA
 AK1044'PAD THAT PROJECTS ABOUT 5 INCHES ABOVE THE ROOF SURFACE.  TO
 AK1044'REACH FROM THE JUNCTION OF THE NASA CAUSEWAY AND C AVE. S.E.,
 AK1044'GO NORTHEASTERLY FOR 1.3 MILES TO THE CIF ANTENNA CONTROL
 AK1044'BUILDING NO L 7 1557 AND THE MARK AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2968 ***********************************************************************
 AD2968  DESIGNATION -  1 22.808 MSL
 AD2968  PID         -  AD2968
 AD2968  STATE/COUNTY-  FL/PALM BEACH
 AD2968  COUNTRY     -  US
 AD2968  USGS QUAD   -  JUPITER (2018)
 AD2968
 AD2968                         *CURRENT SURVEY CONTROL
 AD2968  ______________________________________________________________________
 AD2968* NAD 83(1986) POSITION- 26 56 45.66   (N) 080 05 04.80   (W)   HD_HELD1
 AD2968* NAVD 88 ORTHO HEIGHT -     6.412 (meters)       21.04  (feet) ADJUSTED
 AD2968  ______________________________________________________________________
 AD2968  GEOID HEIGHT    -        -27.445 (meters)                     GEOID18
 AD2968  DYNAMIC HEIGHT  -          6.402 (meters)       21.00  (feet) COMP
 AD2968  MODELED GRAVITY -    979,093.3   (mgal)                       NAVD 88
 AD2968
 AD2968  VERT ORDER      -  SECOND    CLASS 0
 AD2968
 AD2968.The horizontal coordinates were determined by differentially corrected
 AD2968.hand held GPS observations or other comparable positioning techniques
 AD2968.and have an estimated accuracy of +/- 3 meters.
 AD2968
 AD2968.The orthometric height was determined by differential leveling and
 AD2968.adjusted by the NATIONAL GEODETIC SURVEY
 AD2968.in June 1991.
 AD2968
 AD2968.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2968.GEOID18 height accuracy estimate available here.
 AD2968
 AD2968.Click photographs - Photos may exist for this station.
 AD2968
 AD2968.The dynamic height is computed by dividing the NAVD 88
 AD2968.geopotential number by the normal gravity value computed on the
 AD2968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2968.degrees latitude (g = 980.6199 gals.).
 AD2968
 AD2968.The modeled gravity was interpolated from observed gravity values.
 AD2968
 AD2968;                    North         East    Units  Estimated Accuracy
 AD2968;SPC FL E     -   289,751.9     290,891.6     MT  (+/- 3 meters HH1 GPS) 
 AD2968
 AD2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9086080785(NAD 83)
 AD2968
 AD2968                          SUPERSEDED SURVEY CONTROL
 AD2968
 AD2968  NGVD 29 (??/??/92)    6.874  (m)           22.55   (f) ADJ UNCH    2 0
 AD2968
 AD2968.Superseded values are not recommended for survey control.
 AD2968
 AD2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2968.See file dsdata.pdf to determine how the superseded data were derived.
 AD2968
 AD2968_MARKER: DD = SURVEY DISK
 AD2968_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2968_SP_SET: ABUTMENT
 AD2968_STAMPING: 1 22.808 MSL
 AD2968_MARK LOGO: FLSRD
 AD2968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2968+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2004
 AD2968
 AD2968  HISTORY     - Date     Condition        Report By
 AD2968  HISTORY     - UNK      MONUMENTED       FLDT
 AD2968  HISTORY     - 1970     GOOD             NGS
 AD2968  HISTORY     - 1972     GOOD             NGS
 AD2968  HISTORY     - 19890813 GOOD             USPSQD
 AD2968  HISTORY     - 20020629 GOOD             USPSQD
 AD2968  HISTORY     - 20030708 GOOD             USPSQD
 AD2968  HISTORY     - 20040917 GOOD             USPSQD
 AD2968
 AD2968                          STATION DESCRIPTION
 AD2968
 AD2968'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2968'AT JUPITER.
 AD2968'AT JUPITER, ABOUT 0.1 MILE NORTH ALONG U.S. HIGHWAY 1 FROM THE
 AD2968'JUNCTION OF STATE HIGHWAY A 1 A, SET ON THE TOP OF THE EAST
 AD2968'END OF THE SOUTH ABUTMENT OF THE HIGHWAY BRIDGE OVER THE LOXAHATCHEE
 AD2968'RIVER, 6 FEET EAST OF THE EAST CURB LINE OF THE BRIDGE AND 1/2
 AD2968'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AD2968
 AD2968                          STATION RECOVERY (1972)
 AD2968
 AD2968'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AD2968'RECOVERED IN GOOD CONDITION.
 AD2968
 AD2968                          STATION RECOVERY (1989)
 AD2968
 AD2968'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD2968'RECOVERED IN GOOD CONDITION.
 AD2968
 AD2968                          STATION RECOVERY (2002)
 AD2968
 AD2968'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2968'RECOVERED IN GOOD CONDITION.
 AD2968
 AD2968                          STATION RECOVERY (2003)
 AD2968
 AD2968'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2968'RECOVERED IN GOOD CONDITION.
 AD2968
 AD2968                          STATION RECOVERY (2004)
 AD2968
 AD2968'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD2968'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5894 ***********************************************************************
 AD5894  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5894  DESIGNATION -  1 25.465
 AD5894  PID         -  AD5894
 AD5894  STATE/COUNTY-  FL/BROWARD
 AD5894  COUNTRY     -  US
 AD5894  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5894
 AD5894                         *CURRENT SURVEY CONTROL
 AD5894  ______________________________________________________________________
 AD5894* NAD 83(1986) POSITION- 26 02 03.1    (N) 080 07 04.6    (W)   HD_HELD2
 AD5894* NAVD 88 ORTHO HEIGHT -     7.228 (meters)       23.71  (feet) ADJUSTED
 AD5894  ______________________________________________________________________
 AD5894  GEOID HEIGHT    -        -25.734 (meters)                     GEOID18
 AD5894  DYNAMIC HEIGHT  -          7.217 (meters)       23.68  (feet) COMP
 AD5894  MODELED GRAVITY -    979,050.4   (mgal)                       NAVD 88
 AD5894
 AD5894  VERT ORDER      -  SECOND    CLASS I
 AD5894
 AD5894.The horizontal coordinates were established by autonomous hand held GPS
 AD5894.observations and have an estimated accuracy of +/- 10 meters.
 AD5894
 AD5894.The orthometric height was determined by differential leveling and
 AD5894.adjusted by the NATIONAL GEODETIC SURVEY
 AD5894.in June 1991.
 AD5894
 AD5894.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5894.GEOID18 height accuracy estimate available here.
 AD5894
 AD5894.This Tidal Bench Mark is designated as VM 19075
 AD5894.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5894
 AD5894.Click photographs - Photos may exist for this station.
 AD5894
 AD5894.The dynamic height is computed by dividing the NAVD 88
 AD5894.geopotential number by the normal gravity value computed on the
 AD5894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5894.degrees latitude (g = 980.6199 gals.).
 AD5894
 AD5894.The modeled gravity was interpolated from observed gravity values.
 AD5894
 AD5894;                    North         East    Units  Estimated Accuracy
 AD5894;SPC FL E     -   188,701.      288,281.      MT  (+/- 10 meters HH2 GPS)
 AD5894
 AD5894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8825079768(NAD 83)
 AD5894
 AD5894                          SUPERSEDED SURVEY CONTROL
 AD5894
 AD5894  NGVD 29 (09/01/92)    7.709  (m)           25.29   (f) ADJUSTED    2 1
 AD5894
 AD5894.Superseded values are not recommended for survey control.
 AD5894
 AD5894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5894.See file dsdata.pdf to determine how the superseded data were derived.
 AD5894
 AD5894_MARKER: DB = BENCH MARK DISK
 AD5894_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD5894_SP_SET: BRIDGE
 AD5894_STAMPING: 1 25.465
 AD5894_MARK LOGO: FLSRD
 AD5894_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5894+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2006
 AD5894
 AD5894  HISTORY     - Date     Condition        Report By
 AD5894  HISTORY     - UNK      MONUMENTED       FLHD
 AD5894  HISTORY     - 1981     GOOD             FLDNR
 AD5894  HISTORY     - 1990     GOOD             USPSQD
 AD5894  HISTORY     - 20061005 GOOD             FLDEP
 AD5894  HISTORY     - 20100106 GOOD             INDIV
 AD5894  HISTORY     - 20170311 GOOD             USPSQD
 AD5894
 AD5894                          STATION DESCRIPTION
 AD5894
 AD5894'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5894'IN HOLLYWOOD.
 AD5894'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD 822 (SHERIDAN
 AD5894'STREET) IN HOLLYWOOD.  GO EAST ON S.R. 822 1.5 MILES TO THE
 AD5894'EASTERNMOST BRIDGE OVER THE INTRACOASTAL WATERWAY, AND THE MARK.
 AD5894'THE MARK IS SET IN THE TOP OF THE CONCRETE GUARDRAIL IN THE
 AD5894'SOUTHWEST CORNER OF THE BRIDGE, 0.5 FOOT WEST OF THE EAST END OF THE
 AD5894'GUARDRAIL, 17 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF
 AD5894'THE ROAD, AND 45 FEET EAST OF THE DRAWBRIDGE BARRIER.
 AD5894'THE MARK IS 3 FT ABOVE ROAD.
 AD5894
 AD5894                          STATION RECOVERY (1990)
 AD5894
 AD5894'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5894'RECOVERED IN GOOD CONDITION.
 AD5894
 AD5894                          STATION RECOVERY (2006)
 AD5894
 AD5894'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5894'RECOVERED AS DESCRIBED.
 AD5894
 AD5894                          STATION RECOVERY (2010)
 AD5894
 AD5894'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (DF)
 AD5894'RECOVERED IN GOOD CONDITION.
 AD5894
 AD5894                          STATION RECOVERY (2017)
 AD5894
 AD5894'RECOVERY NOTE BY US POWER SQUADRON 2017 (CAC)
 AD5894'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2614 ***********************************************************************
 AD2614  DESIGNATION -  1 25.742
 AD2614  PID         -  AD2614
 AD2614  STATE/COUNTY-  FL/PALM BEACH
 AD2614  COUNTRY     -  US
 AD2614  USGS QUAD   -  BOCA RATON (2018)
 AD2614
 AD2614                         *CURRENT SURVEY CONTROL
 AD2614  ______________________________________________________________________
 AD2614* NAD 83(1986) POSITION- 26 20 18.9    (N) 080 04 22.8    (W)   HD_HELD2
 AD2614* NAVD 88 ORTHO HEIGHT -     7.376 (meters)       24.20  (feet) ADJUSTED
 AD2614  ______________________________________________________________________
 AD2614  GEOID HEIGHT    -        -26.018 (meters)                     GEOID18
 AD2614  DYNAMIC HEIGHT  -          7.364 (meters)       24.16  (feet) COMP
 AD2614  MODELED GRAVITY -    979,080.0   (mgal)                       NAVD 88
 AD2614
 AD2614  VERT ORDER      -  SECOND    CLASS 0
 AD2614
 AD2614.The horizontal coordinates were established by autonomous hand held GPS
 AD2614.observations and have an estimated accuracy of +/- 10 meters.
 AD2614
 AD2614.The orthometric height was determined by differential leveling and
 AD2614.adjusted by the NATIONAL GEODETIC SURVEY
 AD2614.in June 1991.
 AD2614
 AD2614.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2614.GEOID18 height accuracy estimate available here.
 AD2614
 AD2614.Click photographs - Photos may exist for this station.
 AD2614
 AD2614.The dynamic height is computed by dividing the NAVD 88
 AD2614.geopotential number by the normal gravity value computed on the
 AD2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2614.degrees latitude (g = 980.6199 gals.).
 AD2614
 AD2614.The modeled gravity was interpolated from observed gravity values.
 AD2614
 AD2614;                    North         East    Units  Estimated Accuracy
 AD2614;SPC FL E     -   222,457.      292,538.      MT  (+/- 10 meters HH2 GPS)
 AD2614
 AD2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9250613512(NAD 83)
 AD2614
 AD2614                          SUPERSEDED SURVEY CONTROL
 AD2614
 AD2614  NGVD 29 (??/??/92)    7.855  (m)           25.77   (f) ADJ UNCH    2 0
 AD2614
 AD2614.Superseded values are not recommended for survey control.
 AD2614
 AD2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2614.See file dsdata.pdf to determine how the superseded data were derived.
 AD2614
 AD2614_MARKER: DD = SURVEY DISK
 AD2614_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2614_SP_SET: CONCRETE BANNISTER
 AD2614_STAMPING: 1 25.742
 AD2614_MARK LOGO: FLSRD
 AD2614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2614+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2009
 AD2614
 AD2614  HISTORY     - Date     Condition        Report By
 AD2614  HISTORY     - UNK      MONUMENTED       FLHD
 AD2614  HISTORY     - 1970     GOOD             NGS
 AD2614  HISTORY     - 1973     GOOD             NGS
 AD2614  HISTORY     - 1990     GOOD             USPSQD
 AD2614  HISTORY     - 1990     GOOD             USPSQD
 AD2614  HISTORY     - 20031128 GOOD             USPSQD
 AD2614  HISTORY     - 20050103 GOOD             USPSQD
 AD2614  HISTORY     - 20090420 GOOD             GEOCAC
 AD2614
 AD2614                          STATION DESCRIPTION
 AD2614
 AD2614'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2614'1.8 MI N FROM DEERFIELD BEACH.
 AD2614'ABOUT 1.8 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AD2614'OF STATE HIGHWAY 810 AT DEERFIELD BEACH, ABOUT 1.1 MILES
 AD2614'NORTH OF THE PALM BEACH-BROWARD COUNTY LINE, SET ON THE TOP OF
 AD2614'THE SOUTHEAST CONCRETE BANNISTER OF THE HIGHWAY BRIDGE OVER
 AD2614'BOCA RATON INLET, 18.5 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AD2614'HIGHWAY, 8 FEET NORTHWEST OF THE SOUTHWEST END OF THE BANNISTER
 AD2614'AND 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AD2614
 AD2614                          STATION RECOVERY (1973)
 AD2614
 AD2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2614'RECOVERED IN GOOD CONDITION.
 AD2614
 AD2614                          STATION RECOVERY (1990)
 AD2614
 AD2614'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2614'RECOVERED IN GOOD CONDITION.
 AD2614
 AD2614                          STATION RECOVERY (1990)
 AD2614
 AD2614'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2614'RECOVERED IN GOOD CONDITION.
 AD2614
 AD2614                          STATION RECOVERY (2003)
 AD2614
 AD2614'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2614'RECOVERED IN GOOD CONDITION.
 AD2614
 AD2614                          STATION RECOVERY (2005)
 AD2614
 AD2614'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2614'RECOVERED IN GOOD CONDITION.
 AD2614
 AD2614                          STATION RECOVERY (2009)
 AD2614
 AD2614'RECOVERY NOTE BY GEOCACHING 2009 (RLM)
 AD2614'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8667 ***********************************************************************
 AD8667  DESIGNATION -  1 36 46 26
 AD8667  PID         -  AD8667
 AD8667  STATE/COUNTY-  FL/LEE
 AD8667  COUNTRY     -  US
 AD8667  USGS QUAD   -  CORKSCREW NW (2018)
 AD8667
 AD8667                         *CURRENT SURVEY CONTROL
 AD8667  ______________________________________________________________________
 AD8667* NAD 83(2011) POSITION- 26 26 07.59768(N) 081 39 36.31208(W)   ADJUSTED
 AD8667* NAD 83(2011) ELLIP HT-   -16.845 (meters)        (06/27/12)   ADJUSTED
 AD8667* NAD 83(2011) EPOCH   -  2010.00
 AD8667* NAVD 88 ORTHO HEIGHT -     7.4   (meters)       24.    (feet) GPS OBS
 AD8667  ______________________________________________________________________
 AD8667  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8667  GEOID HEIGHT    -        -25.190 (meters)                     GEOID93
 AD8667  GEOID HEIGHT    -        -24.246 (meters)                     GEOID18
 AD8667  NAD 83(2011) X  -    828,934.144 (meters)                     COMP
 AD8667  NAD 83(2011) Y  - -5,654,558.206 (meters)                     COMP
 AD8667  NAD 83(2011) Z  -  2,822,334.549 (meters)                     COMP
 AD8667  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 AD8667
 AD8667  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8667  Standards:
 AD8667         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8667            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8667  -------------------------------------------------------------------
 AD8667  NETWORK    1.35   2.18           0.55   0.55   1.11      0.09994548
 AD8667  -------------------------------------------------------------------
 AD8667  Click here for local accuracies and other accuracy information.
 AD8667
 AD8667.The horizontal coordinates were established by GPS observations
 AD8667.and adjusted by the National Geodetic Survey in June 2012.
 AD8667
 AD8667.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8667.been affixed to the stable North American tectonic plate. See 
 AD8667.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8667
 AD8667.The horizontal coordinates are valid at the epoch date displayed above
 AD8667.which is a decimal equivalence of Year/Month/Day.
 AD8667
 AD8667.The orthometric height was determined by GPS observations and a
 AD8667.high-resolution geoid model.
 AD8667
 AD8667.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8667.GEOID18 height accuracy estimate available here.
 AD8667
 AD8667.Click photographs - Photos may exist for this station.
 AD8667
 AD8667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8667
 AD8667.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8667
 AD8667.The ellipsoidal height was determined by GPS observations
 AD8667.and is referenced to NAD 83.
 AD8667
 AD8667. The following values were computed from the NAD 83(2011) position.
 AD8667
 AD8667;                    North         East     Units Scale Factor Converg.
 AD8667;SPC FL W     -   232,900.183   233,903.028   MT  0.99995536   +0 09 04.8
 AD8667;SPC FL W     -   764,106.68    767,396.85   sFT  0.99995536   +0 09 04.8
 AD8667;UTM  17      - 2,924,076.729   434,184.622   MT  0.99965348   -0 17 37.9
 AD8667
 AD8667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8667!SPC FL W     -   1.00000265  x   0.99995536  =   0.99995801
 AD8667!UTM  17      -   1.00000265  x   0.99965348  =   0.99965613
 AD8667
 AD8667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3418424076(NAD 83)
 AD8667
 AD8667                          SUPERSEDED SURVEY CONTROL
 AD8667
 AD8667  NAD 83(2007)-  26 26 07.59777(N)    081 39 36.31268(W) AD(2002.00) 0
 AD8667  ELLIP H (02/10/07)  -16.830  (m)                       GP(2002.00)    
 AD8667  NAD 83(1999)-  26 26 07.59818(N)    081 39 36.31295(W) AD(       ) 1
 AD8667  ELLIP H (07/06/01)  -16.808  (m)                       GP(       ) 4 2
 AD8667  NAD 83(1990)-  26 26 07.59649(N)    081 39 36.31190(W) AD(       ) 1
 AD8667  ELLIP H (11/12/93)  -16.752  (m)                       GP(       ) 4 1
 AD8667
 AD8667.Superseded values are not recommended for survey control.
 AD8667
 AD8667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8667.See file dsdata.pdf to determine how the superseded data were derived.
 AD8667
 AD8667_MARKER: DD = SURVEY DISK
 AD8667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8667_STAMPING: GPS 1-36 46 26 9066 1990
 AD8667_MARK LOGO: FL-071
 AD8667_PROJECTION: RECESSED 8 CENTIMETERS
 AD8667_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8667+STABILITY: SURFACE MOTION
 AD8667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8667+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 AD8667
 AD8667  HISTORY     - Date     Condition        Report By
 AD8667  HISTORY     - 1990     MONUMENTED       DENI
 AD8667  HISTORY     - 19910108 GOOD
 AD8667
 AD8667                          STATION DESCRIPTION
 AD8667
 AD8667'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8667'STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SEC. 36, TWP 46S, RGE
 AD8667'26E, 19.2 MI (30.9 KM) SOUTHEAST OF FORT MYERS, 7.3 MI (11.7 KM) EAST
 AD8667'OF THE JUNCTION OF I-75 AND CORKSCREW ROAD/COUNTY ROAD 850, EXIT 19.
 AD8667'TO REACH STATION FROM THE JUNCTION OF I-75 AND CORKSCREW ROAD, GO
 AD8667'EASTERLY 4.9 MI (7.9 KM) ON CORKSCREW ROAD TO THE JUNCTION WITH ALICO
 AD8667'ROAD, THEN CONTINUE EAST 2.75 MI (4.43 KM) ON CORKSCREW ROAD TO SIX
 AD8667'L FARM ROAD, THEN SOUTH 1.0 MI (1.6 KM) TO THE SIX L FARM
 AD8667'ENTRANCE ROAD AND THE STATION ON THE RIGHT.
 AD8667'STATION IS 137 FT (41.8 M) WEST OF THE CENTERLINE OF SIX L FARM
 AD8667'ROAD, 32.5 FT (9.9 M) SOUTH OF THE CENTERLINE OF SIX L FARM
 AD8667'ENTRANCE ROAD, 4.5 FT (1.4 M) NORTH OF A WIRE FENCE CORNER POST, 80.0
 AD8667'FT (24.4 M) WEST SOUTHWEST OF THE SOUTH GATE POST, 4.3 FT (1.3 M)
 AD8667'NORTH OF A WITNESS POST.
 AD8667'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8667'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 3 INCHES BELOW
 AD8667'GROUND LEVEL.
 AD8667
 AD8667                          STATION RECOVERY (1991)
 AD8667
 AD8667'RECOVERED 1991
 AD8667'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6271 ***********************************************************************
 AD6271  DESIGNATION -  1 5 PB CO
 AD6271  PID         -  AD6271
 AD6271  STATE/COUNTY-  FL/PALM BEACH
 AD6271  COUNTRY     -  US
 AD6271  USGS QUAD   -  ROOD (2018)
 AD6271
 AD6271                         *CURRENT SURVEY CONTROL
 AD6271  ______________________________________________________________________
 AD6271* NAD 83(1986) POSITION- 26 56 01.     (N) 080 08 01.     (W)   SCALED
 AD6271* NAVD 88 ORTHO HEIGHT -     2.595 (meters)        8.51  (feet) ADJUSTED
 AD6271  ______________________________________________________________________
 AD6271  GEOID HEIGHT    -        -27.186 (meters)                     GEOID18
 AD6271  DYNAMIC HEIGHT  -          2.591 (meters)        8.50  (feet) COMP
 AD6271  MODELED GRAVITY -    979,097.5   (mgal)                       NAVD 88
 AD6271
 AD6271  VERT ORDER      -  SECOND    CLASS I
 AD6271
 AD6271.The horizontal coordinates were scaled from a map and have
 AD6271.an estimated accuracy of +/- 6 seconds.
 AD6271
 AD6271.The orthometric height was determined by differential leveling and
 AD6271.adjusted by the NATIONAL GEODETIC SURVEY
 AD6271.in June 1991.
 AD6271
 AD6271.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6271.GEOID18 height accuracy estimate available here.
 AD6271
 AD6271.Click photographs - Photos may exist for this station.
 AD6271
 AD6271.The dynamic height is computed by dividing the NAVD 88
 AD6271.geopotential number by the normal gravity value computed on the
 AD6271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6271.degrees latitude (g = 980.6199 gals.).
 AD6271
 AD6271.The modeled gravity was interpolated from observed gravity values.
 AD6271
 AD6271;                    North         East    Units  Estimated Accuracy
 AD6271;SPC FL E     -   288,340.      286,040.      MT  (+/- 180 meters Scaled)
 AD6271
 AD6271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK860793(NAD 83)
 AD6271
 AD6271                          SUPERSEDED SURVEY CONTROL
 AD6271
 AD6271  NGVD 29 (09/01/92)    3.055  (m)           10.02   (f) ADJUSTED    2 1
 AD6271
 AD6271.Superseded values are not recommended for survey control.
 AD6271
 AD6271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6271.See file dsdata.pdf to determine how the superseded data were derived.
 AD6271
 AD6271_MARKER: DB = BENCH MARK DISK
 AD6271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6271_STAMPING: BM 1-5
 AD6271_MARK LOGO: FL-099
 AD6271_PROJECTION: RECESSED 5 CENTIMETERS
 AD6271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6271+STABILITY: SURFACE MOTION
 AD6271
 AD6271  HISTORY     - Date     Condition        Report By
 AD6271  HISTORY     - UNK      MONUMENTED       FL-099
 AD6271  HISTORY     - 1981     GOOD             FLDNR
 AD6271  HISTORY     - 20020209 MARK NOT FOUND   USPSQD
 AD6271  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AD6271  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AD6271
 AD6271                          STATION DESCRIPTION
 AD6271
 AD6271'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6271'2.5 MI WEST FROM JUPITER.
 AD6271'BEGIN AT THE INTERSECTION OF STATE HIGHWAY ALTERNATE A1A AND STATE
 AD6271'HIGHWAY 706 (INDIANTOWN ROAD), GO 2.5 MILES WEST ALONG HIGHWAY 706 TO
 AD6271'THE MARK.  THE MARK BEARS 36.8 FEET NORTH OF THE CENTERLINE OF THE
 AD6271'HIGHWAY, 103.5 FEET NORTHEAST OF A FLAGPOLE AT THE ENTRANCE TO JUPITER
 AD6271'VILLAGE, 50.0 FEET NORTH-NORTHWEST OF THE INTERSECTION OF CENTRAL
 AD6271'BOULEVARD AND HIGHWAY 706, 12.0 FEET NORTH OF THE NORTH EDGE OF A BIKE
 AD6271'PATH, 189.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE WEST JUPITER
 AD6271'COMMUNITY CENTER, AND 1.5 FEET SOUTH OF A WITNESS POST.
 AD6271
 AD6271                          STATION RECOVERY (2002)
 AD6271
 AD6271'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6271'HIGHWAY 706 HAS BEEN EXPANDED TO 9 LANES AT THE INTERSECTION OF
 AD6271'CENTRAL BVLD.
 AD6271
 AD6271                          STATION RECOVERY (2003)
 AD6271
 AD6271'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6271'MARK NOT FOUND.
 AD6271
 AD6271                          STATION RECOVERY (2004)
 AD6271
 AD6271'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6271'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL6264 ***********************************************************************
 AL6264  DESIGNATION -  1 A
 AL6264  PID         -  AL6264
 AL6264  STATE/COUNTY-  FL/HILLSBOROUGH
 AL6264  COUNTRY     -  US
 AL6264  USGS QUAD   -  ODESSA (2018)
 AL6264
 AL6264                         *CURRENT SURVEY CONTROL
 AL6264  ______________________________________________________________________
 AL6264* NAD 83(1986) POSITION- 28 07 43.8    (N) 082 34 13.6    (W)   HD_HELD2
 AL6264* NAVD 88 ORTHO HEIGHT -    16.609 (meters)       54.49  (feet) ADJUSTED
 AL6264  ______________________________________________________________________
 AL6264  GEOID HEIGHT    -        -25.229 (meters)                     GEOID18
 AL6264  DYNAMIC HEIGHT  -         16.585 (meters)       54.41  (feet) COMP
 AL6264  MODELED GRAVITY -    979,198.1   (mgal)                       NAVD 88
 AL6264
 AL6264  VERT ORDER      -  FIRST     CLASS II
 AL6264
 AL6264.The horizontal coordinates were established by autonomous hand held GPS
 AL6264.observations and have an estimated accuracy of +/- 10 meters.
 AL6264
 AL6264.The orthometric height was determined by differential leveling and
 AL6264.adjusted by the NATIONAL GEODETIC SURVEY
 AL6264.in June 1991.
 AL6264
 AL6264.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL6264.GEOID18 height accuracy estimate available here.
 AL6264
 AL6264.Click photographs - Photos may exist for this station.
 AL6264
 AL6264.The dynamic height is computed by dividing the NAVD 88
 AL6264.geopotential number by the normal gravity value computed on the
 AL6264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6264.degrees latitude (g = 980.6199 gals.).
 AL6264
 AL6264.The modeled gravity was interpolated from observed gravity values.
 AL6264
 AL6264;                    North         East    Units  Estimated Accuracy
 AL6264;SPC FL W     -   420,617.      143,960.      MT  (+/- 10 meters HH2 GPS)
 AL6264
 AL6264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4576312470(NAD 83)
 AL6264
 AL6264                          SUPERSEDED SURVEY CONTROL
 AL6264
 AL6264  NGVD 29 (??/??/92)   16.862  (m)           55.32   (f) ADJ UNCH    1 2
 AL6264
 AL6264.Superseded values are not recommended for survey control.
 AL6264
 AL6264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6264.See file dsdata.pdf to determine how the superseded data were derived.
 AL6264
 AL6264_MARKER: DD = SURVEY DISK
 AL6264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL6264_SP_SET: HEADWALL
 AL6264_STAMPING: 1 A
 AL6264_MARK LOGO: FLSRD
 AL6264_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL6264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6264+STABILITY: SURFACE MOTION
 AL6264_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL6264+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2009
 AL6264
 AL6264  HISTORY     - Date     Condition        Report By
 AL6264  HISTORY     - UNK      MONUMENTED       FLHD
 AL6264  HISTORY     - 1966     GOOD             CGS
 AL6264  HISTORY     - 20010328 GOOD             USPSQD
 AL6264  HISTORY     - 20020825 GOOD             USPSQD
 AL6264  HISTORY     - 20050222 GOOD             FLDEP
 AL6264  HISTORY     - 20060624 GOOD             USPSQD
 AL6264  HISTORY     - 20090911 GOOD             FLDEP
 AL6264
 AL6264                          STATION DESCRIPTION
 AL6264
 AL6264'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AL6264'4.4 MI N FROM CITRUS PARK.
 AL6264'ABOUT 4.05 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK
 AL6264'ELEMENTARY SCHOOL AT CITRUS PARK, THENCE ABOUT 0.3 MILE EAST
 AL6264'ALONG VAN DYKE (STATE HIGHWAY S 865 A), 0.25 MILE WEST OF THE
 AL6264'KEYSTONE PRESBYTERIAN CHURCH, 17.7 FEET SOUTH OF THE CENTER
 AL6264'LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY AND IS IN THE
 AL6264'TOP 1.8 FEET EAST OF THE WEST END OF THE SOUTH CONCRETE HEAD
 AL6264'WALL FOR A DOUBLE BOX CULVERT OVER A STREAM.  STAMPED 1A BY THIS
 AL6264'PARTY.
 AL6264
 AL6264                          STATION RECOVERY (2001)
 AL6264
 AL6264'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AL6264'RECOVERED IN GOOD CONDITION.
 AL6264
 AL6264                          STATION RECOVERY (2002)
 AL6264
 AL6264'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH)
 AL6264'RECOVERED IN GOOD CONDITION.
 AL6264
 AL6264                          STATION RECOVERY (2005)
 AL6264
 AL6264'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AL6264'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AL6264'
 AL6264'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 587 (GUNN
 AL6264'HIGHWAY) AND COUNTY  ROAD 685A (VAN DYKE ROAD) ABOUT 13.2 MI NORTHWEST
 AL6264'OF TAMPA, GO EAST ON COUNTY ROAD 685A  (VAN DYKE ROAD) FOR 0.3 MI TO
 AL6264'THE MARK ON THE RIGHT.
 AL6264'
 AL6264'NOTE THE MARK IS 2.1 FT EAST OF A CARSONITE WITNESS POST.
 AL6264
 AL6264                          STATION RECOVERY (2006)
 AL6264
 AL6264'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAH)
 AL6264'RECOVERED IN GOOD CONDITION.
 AL6264
 AL6264                          STATION RECOVERY (2009)
 AL6264
 AL6264'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AL6264'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG3621 ***********************************************************************
 BG3621  DESIGNATION -  1 CMP
 BG3621  PID         -  BG3621
 BG3621  STATE/COUNTY-  FL/ESCAMBIA
 BG3621  COUNTRY     -  US
 BG3621  USGS QUAD   -  FORT BARRANCAS (2018)
 BG3621
 BG3621                         *CURRENT SURVEY CONTROL
 BG3621  ______________________________________________________________________
 BG3621* NAD 83(1986) POSITION- 30 20 12.     (N) 087 21 10.     (W)   SCALED
 BG3621* NAVD 88 ORTHO HEIGHT -     5.763 (meters)       18.91  (feet) ADJUSTED
 BG3621* NAVD 88 EPOCH        -  2009.55
 BG3621  **This station is located in a suspected subsidence area (see below).
 BG3621  ______________________________________________________________________
 BG3621  GEOID HEIGHT    -        -27.477 (meters)                     GEOID18
 BG3621  DYNAMIC HEIGHT  -          5.756 (meters)       18.88  (feet) COMP
 BG3621  MODELED GRAVITY -    979,340.1   (mgal)                       NAVD 88
 BG3621
 BG3621  VERT ORDER      -  SECOND    CLASS I
 BG3621
 BG3621.The horizontal coordinates were scaled from a map and have
 BG3621.an estimated accuracy of +/- 6 seconds.
 BG3621
 BG3621.** This station is in an area of known vertical motion.  Due to the
 BG3621.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG3621.** determined the orthometric heights for marks in these suspect
 BG3621.** subsidence areas should be considered valid only at the epoch date
 BG3621.** associated with the orthometric height.  These heights must always
 BG3621.** be validated when used as control.  All previously superseded
 BG3621.** orthometric heights are now considered suspect and are available
 BG3621.** in the superseded section.  NGS does not recommend using suspect
 BG3621.** or superseded heights as control.
 BG3621
 BG3621.The orthometric height was determined by differential leveling and
 BG3621.adjusted by the NATIONAL GEODETIC SURVEY
 BG3621.in July 2012.
 BG3621
 BG3621.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG3621.GEOID18 height accuracy estimate available here.
 BG3621
 BG3621.Click photographs - Photos may exist for this station.
 BG3621
 BG3621.The dynamic height is computed by dividing the NAVD 88
 BG3621.geopotential number by the normal gravity value computed on the
 BG3621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3621.degrees latitude (g = 980.6199 gals.).
 BG3621
 BG3621.The modeled gravity was interpolated from observed gravity values.
 BG3621
 BG3621;                    North         East    Units  Estimated Accuracy
 BG3621;SPC FL N     -   151,600.      325,720.      MT  (+/- 180 meters Scaled)
 BG3621
 BG3621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU660561(NAD 83)
 BG3621
 BG3621                          SUPERSEDED SURVEY CONTROL
 BG3621
 BG3621  NAVD 88 (06/15/91)    5.777  (m)           18.95   (f) SUPERSEDED  2 1
 BG3621
 BG3621.Superseded values are not recommended for survey control.
 BG3621
 BG3621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3621.See file dsdata.pdf to determine how the superseded data were derived.
 BG3621
 BG3621_MARKER: DB = BENCH MARK DISK
 BG3621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3621_STAMPING: 19 1 CMP 1965
 BG3621_MARK LOGO: USGS
 BG3621_PROJECTION: PROJECTING 10 CENTIMETERS
 BG3621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3621+STABILITY: SURFACE MOTION
 BG3621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG3621+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2007
 BG3621
 BG3621  HISTORY     - Date     Condition        Report By
 BG3621  HISTORY     - 1965     MONUMENTED       USGS
 BG3621  HISTORY     - 1984     GOOD             FLDNR
 BG3621  HISTORY     - 20030418 GOOD             USPSQD
 BG3621  HISTORY     - 20040429 GOOD             USPSQD
 BG3621  HISTORY     - 20070303 GOOD             USPSQD
 BG3621
 BG3621                          STATION DESCRIPTION
 BG3621
 BG3621'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3621'4.35 MI NE FROM PERDIDO BAY.
 BG3621'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3621'THE COMMUNITY OF PERDIDO BAY, GO 4.35 MILES EASTERLY ON COUNTY ROAD
 BG3621'292 A TO THE MARK.  THE MARK BEARS 33 FEET NORTHWEST OF THE CENTERLINE
 BG3621'OF 292 A, 19.4 FEET WEST OF THE EXTENDED CENTERLINE OF A GRADED DIRT
 BG3621'ROAD LEADING SOUTH, 42 FEET NORTHEAST OF POWER POLE 10012-49640, AND
 BG3621'0.6 FOOT EAST OF A WITNESS POST.
 BG3621'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BG3621
 BG3621                          STATION RECOVERY (2003)
 BG3621
 BG3621'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3621'CORRECT 4.35 MILES TO READ 4.70 MILES.DELETE 19 FEET WEST OF EXTENDED
 BG3621'DIRT ROAD LEADING SOUTH. THE MARK IS 3.0 FEET NE OF POWER POLE
 BG3621'10012-49640 AND IS 0.6 FOOT EAST OF WITNESS POST. SURVEY SIGN IS
 BG3621'MISSING.
 BG3621
 BG3621                          STATION RECOVERY (2004)
 BG3621
 BG3621'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG3621'RECOVERED IN GOOD CONDITION.
 BG3621
 BG3621                          STATION RECOVERY (2007)
 BG3621
 BG3621'RECOVERY NOTE BY US POWER SQUADRON 2007 (BB)
 BG3621'DESCIPTION IS ADEQUATE. NEW GULF POWER POLE NUMBER ON SILVER
 BG3621'DISK--P-047430
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD1870 ***********************************************************************
 BD1870  DESIGNATION -  1 DNR
 BD1870  PID         -  BD1870
 BD1870  STATE/COUNTY-  FL/BAKER
 BD1870  COUNTRY     -  US
 BD1870  USGS QUAD   -  OLUSTEE (2018)
 BD1870
 BD1870                         *CURRENT SURVEY CONTROL
 BD1870  ______________________________________________________________________
 BD1870* NAD 83(1986) POSITION- 30 12 53.     (N) 082 25 23.     (W)   SCALED
 BD1870* NAVD 88 ORTHO HEIGHT -    48.125 (meters)      157.89  (feet) ADJUSTED
 BD1870  ______________________________________________________________________
 BD1870  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 BD1870  DYNAMIC HEIGHT  -         48.061 (meters)      157.68  (feet) COMP
 BD1870  MODELED GRAVITY -    979,319.8   (mgal)                       NAVD 88
 BD1870
 BD1870  VERT ORDER      -  SECOND    CLASS I
 BD1870
 BD1870.The horizontal coordinates were scaled from a map and have
 BD1870.an estimated accuracy of +/- 6 seconds.
 BD1870
 BD1870.The orthometric height was determined by differential leveling and
 BD1870.adjusted by the NATIONAL GEODETIC SURVEY
 BD1870.in June 1991.
 BD1870
 BD1870.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD1870.GEOID18 height accuracy estimate available here.
 BD1870
 BD1870.Click photographs - Photos may exist for this station.
 BD1870
 BD1870.The dynamic height is computed by dividing the NAVD 88
 BD1870.geopotential number by the normal gravity value computed on the
 BD1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1870.degrees latitude (g = 980.6199 gals.).
 BD1870
 BD1870.The modeled gravity was interpolated from observed gravity values.
 BD1870
 BD1870;                    North         East    Units  Estimated Accuracy
 BD1870;SPC FL N     -   136,470.      799,940.      MT  (+/- 180 meters Scaled)
 BD1870
 BD1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP630434(NAD 83)
 BD1870
 BD1870                          SUPERSEDED SURVEY CONTROL
 BD1870
 BD1870  NGVD 29 (09/01/92)   48.390  (m)          158.76   (f) ADJUSTED    2 1
 BD1870
 BD1870.Superseded values are not recommended for survey control.
 BD1870
 BD1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1870.See file dsdata.pdf to determine how the superseded data were derived.
 BD1870
 BD1870_MARKER: DD = SURVEY DISK
 BD1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1870_STAMPING: 1 1976
 BD1870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD1870
 BD1870  HISTORY     - Date     Condition        Report By
 BD1870  HISTORY     - 1976     MONUMENTED       FLDNR
 BD1870  HISTORY     - 1976     GOOD             NGS
 BD1870
 BD1870                          STATION DESCRIPTION
 BD1870
 BD1870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BD1870'1.0 MI NE FROM OLUSTEE.
 BD1870'FROM THE POST OFFICE AT OLUSTEE, PROCEED NORTH ON S-231 ABOUT 0.5
 BD1870'MILES TO NATIONAL FOREST ROAD 732.  THENCE NORTHEAST ALONG NATIONAL
 BD1870'FOREST ROAD 732 ABOUT 0.3 MILES TO NATIONAL FOREST ROAD 726.  THENCE
 BD1870'NORTH ALONG NATIONAL FOREST ROAD 726 ABOUT 0.2 MILES TO A Y
 BD1870'INTERSECTION.  THE BENCH MARK IS SET FLUSH IN A 9 1/2-INCH CONCRETE
 BD1870'POST 18 FEET SOUTH OF NATIONAL FOREST ROAD 726, 43 FEET SOUTHEAST OF
 BD1870'THE WEST CORNER OF THE Y INTERSECTION, 30 FEET SOUTHEAST OF THE EAST
 BD1870'CORNER OF THE Y INTERSECTION, 0.2 MILES SOUTH OF A BOAT RAMP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5367 ***********************************************************************
 DG5367  DESIGNATION -  1 ES
 DG5367  PID         -  DG5367
 DG5367  STATE/COUNTY-  FL/LAKE
 DG5367  COUNTRY     -  US
 DG5367  USGS QUAD   -  CENTER HILL (2018)
 DG5367
 DG5367                         *CURRENT SURVEY CONTROL
 DG5367  ______________________________________________________________________
 DG5367* NAD 83(1986) POSITION- 28 40 40.96   (N) 081 53 47.73   (W)   HD_HELD1
 DG5367* NAVD 88 ORTHO HEIGHT -    29.445 (meters)       96.60  (feet) ADJUSTED
 DG5367  ______________________________________________________________________
 DG5367  GEOID HEIGHT    -        -27.175 (meters)                     GEOID18
 DG5367  DYNAMIC HEIGHT  -         29.403 (meters)       96.47  (feet) COMP
 DG5367  MODELED GRAVITY -    979,218.8   (mgal)                       NAVD 88
 DG5367
 DG5367  VERT ORDER      -  FIRST     CLASS II
 DG5367
 DG5367.The horizontal coordinates were determined by differentially corrected
 DG5367.hand held GPS observations or other comparable positioning techniques
 DG5367.and have an estimated accuracy of +/- 3 meters.
 DG5367
 DG5367.The orthometric height was determined by differential leveling and
 DG5367.adjusted by the NATIONAL GEODETIC SURVEY
 DG5367.in August 2004.
 DG5367
 DG5367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5367.GEOID18 height accuracy estimate available here.
 DG5367
 DG5367.Click photographs - Photos may exist for this station.
 DG5367
 DG5367.The dynamic height is computed by dividing the NAVD 88
 DG5367.geopotential number by the normal gravity value computed on the
 DG5367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5367.degrees latitude (g = 980.6199 gals.).
 DG5367
 DG5367.The modeled gravity was interpolated from observed gravity values.
 DG5367
 DG5367;                    North         East    Units  Estimated Accuracy
 DG5367;SPC FL E     -   481,677.8     112,371.0     MT  (+/- 3 meters HH1 GPS) 
 DG5367
 DG5367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1240072645(NAD 83)
 DG5367
 DG5367                          SUPERSEDED SURVEY CONTROL
 DG5367
 DG5367.No superseded survey control is available for this station.
 DG5367
 DG5367_MARKER: DB = BENCH MARK DISK
 DG5367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5367_STAMPING: 1 ES 1955
 DG5367_MARK LOGO: USGS
 DG5367_PROJECTION: FLUSH
 DG5367_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5367+STABILITY: SURFACE MOTION
 DG5367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5367+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2004
 DG5367
 DG5367  HISTORY     - Date     Condition        Report By
 DG5367  HISTORY     - 1955     MONUMENTED       USGS
 DG5367  HISTORY     - 20000602 GOOD             FLDEP
 DG5367  HISTORY     - 20040430 GOOD             FLDEP
 DG5367
 DG5367                          STATION DESCRIPTION
 DG5367
 DG5367'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5367'THE MARK IS ABOUT 10.1 MI (16.3 KM) SOUTH OF LEESBURG, 7.1 MI (11.4
 DG5367'KM) NORTH OF MASCOTTE ON COUNTY ROAD 33, AT THE JUNCTION OF AUSTIN
 DG5367'MERRITT ROAD, IN SECTION 10, TOWNSHIP 21 SOUTH, RANGE 24 EAST. TO
 DG5367'REACH THE MARK FROM THE JUNCTION OF HILL STREET, U.S. HIGHWAY 441
 DG5367'(NORTH BOULEVARD) AND U.S. HIGHWAY 27 (14TH STREET) IN LEESBURG, GO
 DG5367'SOUTH ON U.S. HIGHWAY 27 FOR 4.35 MI (7.00 KM) TO THE JUNCTION OF
 DG5367'COUNTY ROAD 33 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 33 AND GO
 DG5367'SOUTHWEST FOR 6.2 MI (10.0 KM) TO THE JUNCTION OF AUSTIN MERRITT ROAD
 DG5367'ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A SQUARE
 DG5367'CONNCRETE MONUMENT FLUSH WITH THE GROUND AND 3.0 FT (0.9 M) ABOVE THE
 DG5367'LEVEL OF COUNTY ROAD 33. LOCATED 120.0 FT (36.6 M) SOUTH OF THE
 DG5367'CENTERLINE OF AUSTIN MERRITT ROAD, 48.0 FT (14.6 M) WEST OF THE
 DG5367'CENTERLINE OF COUNTY ROAD 33 AND 1.3 FT (0.4 M) NORTH OF A CARSONITE
 DG5367'WITNESS POST.
 DG5367
 DG5367                          STATION RECOVERY (2004)
 DG5367
 DG5367'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 DG5367'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6272 ***********************************************************************
 AD6272  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6272  DESIGNATION -  1 FLDT
 AD6272  PID         -  AD6272
 AD6272  STATE/COUNTY-  FL/PALM BEACH
 AD6272  COUNTRY     -  US
 AD6272  USGS QUAD   -  ROOD (2018)
 AD6272
 AD6272                         *CURRENT SURVEY CONTROL
 AD6272  ______________________________________________________________________
 AD6272* NAD 83(1986) POSITION- 26 56 01.     (N) 080 08 24.     (W)   SCALED
 AD6272* NAVD 88 ORTHO HEIGHT -     6.397 (meters)       20.99  (feet) ADJUSTED
 AD6272  ______________________________________________________________________
 AD6272  GEOID HEIGHT    -        -27.161 (meters)                     GEOID18
 AD6272  DYNAMIC HEIGHT  -          6.387 (meters)       20.95  (feet) COMP
 AD6272  MODELED GRAVITY -    979,098.1   (mgal)                       NAVD 88
 AD6272
 AD6272  VERT ORDER      -  SECOND    CLASS I
 AD6272
 AD6272.The horizontal coordinates were scaled from a map and have
 AD6272.an estimated accuracy of +/- 6 seconds.
 AD6272
 AD6272.The orthometric height was determined by differential leveling and
 AD6272.adjusted by the NATIONAL GEODETIC SURVEY
 AD6272.in June 1991.
 AD6272
 AD6272.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6272.GEOID18 height accuracy estimate available here.
 AD6272
 AD6272.This Tidal Bench Mark is designated as VM 5567
 AD6272.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6272
 AD6272.Click photographs - Photos may exist for this station.
 AD6272
 AD6272.The dynamic height is computed by dividing the NAVD 88
 AD6272.geopotential number by the normal gravity value computed on the
 AD6272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6272.degrees latitude (g = 980.6199 gals.).
 AD6272
 AD6272.The modeled gravity was interpolated from observed gravity values.
 AD6272
 AD6272;                    North         East    Units  Estimated Accuracy
 AD6272;SPC FL E     -   288,340.      285,410.      MT  (+/- 180 meters Scaled)
 AD6272
 AD6272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK853793(NAD 83)
 AD6272
 AD6272                          SUPERSEDED SURVEY CONTROL
 AD6272
 AD6272  NGVD 29 (09/01/92)    6.857  (m)           22.50   (f) ADJUSTED    2 1
 AD6272
 AD6272.Superseded values are not recommended for survey control.
 AD6272
 AD6272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6272.See file dsdata.pdf to determine how the superseded data were derived.
 AD6272
 AD6272_MARKER: DJ = TIDAL STATION DISK
 AD6272_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6272_SP_SET: CONCRETE BRIDGE ABUTMENT
 AD6272_STAMPING: 1
 AD6272_MARK LOGO: FLDT
 AD6272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6272+STABILITY: SURFACE MOTION
 AD6272
 AD6272  HISTORY     - Date     Condition        Report By
 AD6272  HISTORY     - UNK      MONUMENTED       FLDT
 AD6272  HISTORY     - 1981     GOOD             FLDNR
 AD6272  HISTORY     - 1986     GOOD             USPSQD
 AD6272  HISTORY     - 1989     GOOD             USPSQD
 AD6272  HISTORY     - 20020212 MARK NOT FOUND   USPSQD
 AD6272  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AD6272  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AD6272
 AD6272                          STATION DESCRIPTION
 AD6272
 AD6272'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6272'2.9 MI WEST FROM JUPITER.
 AD6272'BEGIN AT THE F.E.C. RAILROAD CROSSING WITH S.R. 706 IN JUPITER. GO 2.9
 AD6272'MILES WEST ON S.R. 706 TO THE BRIDGE OVER THE CANAL, AND THE MARK.
 AD6272'THE MARK IS SET IN THE NORTHEAST CORNER OF THE BRIDGE, AND IS 1.5 FEET
 AD6272'SOUTH OF THE NORTH END OF THE ABUTMENT WINGWALL.
 AD6272
 AD6272                          STATION RECOVERY (1986)
 AD6272
 AD6272'RECOVERY NOTE BY US POWER SQUADRON 1986 (BJS)
 AD6272'RECOVERED IN GOOD CONDITION.
 AD6272
 AD6272                          STATION RECOVERY (1989)
 AD6272
 AD6272'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AD6272'RECOVERED IN GOOD CONDITION.
 AD6272
 AD6272                          STATION RECOVERY (2002)
 AD6272
 AD6272'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6272'THE WINGWALL HAS BEEN REMOVED.
 AD6272
 AD6272                          STATION RECOVERY (2003)
 AD6272
 AD6272'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6272'MARK NOT FOUND.
 AD6272
 AD6272                          STATION RECOVERY (2004)
 AD6272
 AD6272'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6272'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0322 ***********************************************************************
 AF0322  DESIGNATION -  1 FT FLAT PLATE 1962
 AF0322  PID         -  AF0322
 AF0322  STATE/COUNTY-  FL/BREVARD
 AF0322  COUNTRY     -  US
 AF0322  USGS QUAD   -  GRANT (2018)
 AF0322
 AF0322                         *CURRENT SURVEY CONTROL
 AF0322  ______________________________________________________________________
 AF0322* NAD 83(1990) POSITION- 27 57 29.00325(N) 080 33 46.20729(W)   ADJUSTED
 AF0322* NAVD 88 ORTHO HEIGHT -     4.72  (+/-2cm)       15.5   (feet) VERTCON3
 AF0322  ______________________________________________________________________
 AF0322  GEOID HEIGHT    -        -28.051 (meters)                     GEOID18
 AF0322  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 AF0322  HORZ ORDER      -  SECOND
 AF0322  VERT ORDER      -  THIRD ? (See Below)
 AF0322
 AF0322.The horizontal coordinates were established by classical geodetic methods
 AF0322.and adjusted by the National Geodetic Survey in May 1991.
 AF0322
 AF0322.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0322
 AF0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0322.GEOID18 height accuracy estimate available here.
 AF0322
 AF0322.The vertical order pertains to the NGVD 29 superseded value.
 AF0322
 AF0322.Click photographs - Photos may exist for this station.
 AF0322
 AF0322.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0322
 AF0322. The following values were computed from the NAD 83(1990) position.
 AF0322
 AF0322;                    North         East     Units Scale Factor Converg.
 AF0322;SPC FL E     -   401,638.049   243,014.674   MT  0.99996401   +0 12 17.8
 AF0322;SPC FL E     - 1,317,707.50    797,290.64   sFT  0.99996401   +0 12 17.8
 AF0322;UTM  17      - 3,092,632.993   542,999.998   MT  0.99962282   +0 12 17.8
 AF0322
 AF0322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0322!SPC FL E     -   1.00000366  x   0.99996401  =   0.99996767
 AF0322!UTM  17      -   1.00000366  x   0.99962282  =   0.99962648
 AF0322
 AF0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4299992632(NAD 83)
 AF0322
 AF0322                          SUPERSEDED SURVEY CONTROL
 AF0322
 AF0322  NAD 83(1986)-  27 57 29.00813(N)    080 33 46.22197(W) AD(       ) 2
 AF0322  NAD 27      -  27 57 27.93527(N)    080 33 47.02922(W) AD(       ) 2
 AF0322  NGVD 29               5.15   (m)           16.9    (f) LEVELING    3  
 AF0322
 AF0322.Superseded values are not recommended for survey control.
 AF0322
 AF0322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0322.See file dsdata.pdf to determine how the superseded data were derived.
 AF0322
 AF0322_MARKER: DD = SURVEY DISK
 AF0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0322+STABILITY: SURFACE MOTION
 AF0322
 AF0322  HISTORY     - Date     Condition        Report By
 AF0322  HISTORY     - 1962     MONUMENTED       CGS
 AF0322
 AF0322                          STATION DESCRIPTION
 AF0322
 AF0322'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0322'SEE STATION CENTRAL BORE TRAV
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2947 ***********************************************************************
 AD2947  DESIGNATION -  1 JUPITER
 AD2947  PID         -  AD2947
 AD2947  STATE/COUNTY-  FL/PALM BEACH
 AD2947  COUNTRY     -  US
 AD2947  USGS QUAD   -  JUPITER (2018)
 AD2947
 AD2947                         *CURRENT SURVEY CONTROL
 AD2947  ______________________________________________________________________
 AD2947* NAD 83(1986) POSITION- 26 56 00.     (N) 080 04 17.     (W)   SCALED
 AD2947* NAVD 88 ORTHO HEIGHT -     1.566 (meters)        5.14  (feet) ADJUSTED
 AD2947  ______________________________________________________________________
 AD2947  GEOID HEIGHT    -        -27.449 (meters)                     GEOID18
 AD2947  DYNAMIC HEIGHT  -          1.564 (meters)        5.13  (feet) COMP
 AD2947  MODELED GRAVITY -    979,094.3   (mgal)                       NAVD 88
 AD2947
 AD2947  VERT ORDER      -  SECOND    CLASS 0
 AD2947
 AD2947.The horizontal coordinates were scaled from a map and have
 AD2947.an estimated accuracy of +/- 6 seconds.
 AD2947
 AD2947.The orthometric height was determined by differential leveling and
 AD2947.adjusted by the NATIONAL GEODETIC SURVEY
 AD2947.in June 1991.
 AD2947
 AD2947.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2947.GEOID18 height accuracy estimate available here.
 AD2947
 AD2947.Click photographs - Photos may exist for this station.
 AD2947
 AD2947.The dynamic height is computed by dividing the NAVD 88
 AD2947.geopotential number by the normal gravity value computed on the
 AD2947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2947.degrees latitude (g = 980.6199 gals.).
 AD2947
 AD2947.The modeled gravity was interpolated from observed gravity values.
 AD2947
 AD2947;                    North         East    Units  Estimated Accuracy
 AD2947;SPC FL E     -   288,360.      292,220.      MT  (+/- 180 meters Scaled)
 AD2947
 AD2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921793(NAD 83)
 AD2947
 AD2947                          SUPERSEDED SURVEY CONTROL
 AD2947
 AD2947  NGVD 29 (??/??/92)    2.028  (m)            6.65   (f) ADJ UNCH    2 0
 AD2947
 AD2947.Superseded values are not recommended for survey control.
 AD2947
 AD2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2947.See file dsdata.pdf to determine how the superseded data were derived.
 AD2947
 AD2947_MARKER: DD = SURVEY DISK
 AD2947_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2947_SP_SET: ABUTMENT
 AD2947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD2947+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 AD2947
 AD2947  HISTORY     - Date     Condition        Report By
 AD2947  HISTORY     - UNK      MONUMENTED       FL-099
 AD2947  HISTORY     - 1970     GOOD             NGS
 AD2947  HISTORY     - 1972     GOOD             NGS
 AD2947  HISTORY     - 20020130 MARK NOT FOUND   USPSQD
 AD2947  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 AD2947  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD2947  HISTORY     - 20050415 GOOD             FLDT
 AD2947
 AD2947                          STATION DESCRIPTION
 AD2947
 AD2947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2947'1.2 MI SE FROM JUPITER.
 AD2947'ABOUT 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY A 1 A FROM THE
 AD2947'JUNCTION OF U.S. HIGHWAY 1 AT JUPITER, AT THE JUNCTION OF A
 AD2947'BLACK TOPPED ROAD WHICH LEADS SOUTHEAST TO A COUNTY PARK ON THE
 AD2947'BEACH, SET IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT FOR A
 AD2947'15-FOOT BRIDGE OVER A DRAINAGE CANAL, 62 FEET EAST OF THE CENTER
 AD2947'LINE OF THE HIGHWAY, 21 FEET NORTH OF THE CENTER LINE OF THE
 AD2947'ROAD, AND ABOUT LEVEL WITH THE HIGHWAY.  IN SECTION 5, R 43 E,
 AD2947'T 41 S.
 AD2947
 AD2947                          STATION RECOVERY (1972)
 AD2947
 AD2947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AD2947'RECOVERED IN GOOD CONDITION.
 AD2947
 AD2947                          STATION RECOVERY (2002)
 AD2947
 AD2947'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2947'THE BRIDGE HAS BEEN COMPLETELY REBUILT.
 AD2947
 AD2947                          STATION RECOVERY (2003)
 AD2947
 AD2947'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2947'MARK NOT FOUND.
 AD2947
 AD2947                          STATION RECOVERY (2004)
 AD2947
 AD2947'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD2947'MARK NOT FOUND.
 AD2947
 AD2947                          STATION RECOVERY (2005)
 AD2947
 AD2947'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD2947'RECOVERED AS DESCRIBED 1970 DESCRIPTION FOUND PALM BEACH COUNTY DISK
 AD2947'NO STAMPING , FIT DISTANCES FROM CENTERLINES OF ROADS AS GIVEN IN 1970
 AD2947'DISCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0001 ***********************************************************************
 AS0001  DESIGNATION -  1 M
 AS0001  PID         -  AS0001
 AS0001  STATE/COUNTY-  FL/BAY
 AS0001  COUNTRY     -  US
 AS0001  USGS QUAD   -  BEACON HILL (2018)
 AS0001
 AS0001                         *CURRENT SURVEY CONTROL
 AS0001  ______________________________________________________________________
 AS0001* NAD 83(1986) POSITION- 29 59 00.     (N) 085 28 44.     (W)   SCALED
 AS0001* NAVD 88 ORTHO HEIGHT -     6.403 (meters)       21.01  (feet) ADJUSTED
 AS0001  ______________________________________________________________________
 AS0001  GEOID HEIGHT    -        -27.530 (meters)                     GEOID18
 AS0001  DYNAMIC HEIGHT  -          6.395 (meters)       20.98  (feet) COMP
 AS0001  MODELED GRAVITY -    979,312.4   (mgal)                       NAVD 88
 AS0001
 AS0001  VERT ORDER      -  FIRST     CLASS II
 AS0001
 AS0001.The horizontal coordinates were scaled from a map and have
 AS0001.an estimated accuracy of +/- 6 seconds.
 AS0001
 AS0001.The orthometric height was determined by differential leveling and
 AS0001.adjusted by the NATIONAL GEODETIC SURVEY
 AS0001.in June 1991.
 AS0001
 AS0001.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0001.GEOID18 height accuracy estimate available here.
 AS0001
 AS0001.Click photographs - Photos may exist for this station.
 AS0001
 AS0001.The dynamic height is computed by dividing the NAVD 88
 AS0001.geopotential number by the normal gravity value computed on the
 AS0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0001.degrees latitude (g = 980.6199 gals.).
 AS0001
 AS0001.The modeled gravity was interpolated from observed gravity values.
 AS0001
 AS0001;                    North         East    Units  Estimated Accuracy
 AS0001;SPC FL N     -   109,410.      505,540.      MT  (+/- 180 meters Scaled)
 AS0001
 AS0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU467179(NAD 83)
 AS0001
 AS0001                          SUPERSEDED SURVEY CONTROL
 AS0001
 AS0001  NGVD 29 (??/??/92)    6.544  (m)           21.47   (f) ADJ UNCH    1 2
 AS0001
 AS0001.Superseded values are not recommended for survey control.
 AS0001
 AS0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0001.See file dsdata.pdf to determine how the superseded data were derived.
 AS0001
 AS0001_MARKER: DD = SURVEY DISK
 AS0001_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AS0001_SP_SET: CONCRETE BASE
 AS0001_STAMPING: 1 M 1942 21
 AS0001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0001
 AS0001  HISTORY     - Date     Condition        Report By
 AS0001  HISTORY     - 1942     MONUMENTED       USGS
 AS0001  HISTORY     - 1957     GOOD             CGS
 AS0001  HISTORY     - 1976     MARK NOT FOUND   USGS
 AS0001  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AS0001
 AS0001                          STATION DESCRIPTION
 AS0001
 AS0001'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AS0001'4.9 MI NW FROM MEXICO BEACH.
 AS0001'ABOUT 4.9 MILES NORTHWEST ALONG U.S. HIGHWAY 98 FROM THE JUNCTION
 AS0001'OF SECOND AVENUE LEADING NORTH TO CITY WATER TOWER AT MEXICO
 AS0001'BEACH, ABOUT 0.05 MILE NORTHWEST OF JUNCTION OF A DIRT ROAD
 AS0001'NORTH, ABOUT 0.2 MILE NORTHWEST OF A CURVE IN HIGHWAY, IN SECTION
 AS0001'68 T 6 S, R 12 W, AT THE JUNCTION OF A TRAIL SOUTHWEST, 203
 AS0001'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 39 1/2 FEET SOUTHEAST
 AS0001'OF CENTER LINE OF TRAIL, ACROSS HIGHWAY FROM POINT BETWEEN
 AS0001'TELEPHONE POLES 339 AND 340, IN THE TOP OF THE NORTH CORNER OF
 AS0001'THE NORTH CONCRETE BASE OF 4 ABANDONED CONCRETE BASES OF A
 AS0001'FORMER FIRE TOWER AND 1/2 FOOT ABOVE GROUND.
 AS0001
 AS0001                          STATION RECOVERY (1976)
 AS0001
 AS0001'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 AS0001'MARK NOT FOUND.
 AS0001
 AS0001                          STATION RECOVERY (1984)
 AS0001
 AS0001'RECOVERY NOTE BY US POWER SQUADRON 1984
 AS0001'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB2411 ***********************************************************************
 AB2411  DESIGNATION -  1 MLW 8.31
 AB2411  PID         -  AB2411
 AB2411  STATE/COUNTY-  FL/MONROE
 AB2411  COUNTRY     -  US
 AB2411  USGS QUAD   -  FLAMINGO (2018)
 AB2411
 AB2411                         *CURRENT SURVEY CONTROL
 AB2411  ______________________________________________________________________
 AB2411* NAD 83(1986) POSITION- 25 08 27.9    (N) 080 55 26.3    (W)   HD_HELD2
 AB2411* NAVD 88 ORTHO HEIGHT -     1.840 (meters)        6.04  (feet) ADJUSTED
 AB2411  ______________________________________________________________________
 AB2411  GEOID HEIGHT    -        -22.925 (meters)                     GEOID18
 AB2411  DYNAMIC HEIGHT  -          1.837 (meters)        6.03  (feet) COMP
 AB2411  MODELED GRAVITY -    978,988.2   (mgal)                       NAVD 88
 AB2411
 AB2411  VERT ORDER      -  FIRST     CLASS II
 AB2411
 AB2411.The horizontal coordinates were established by autonomous hand held GPS
 AB2411.observations and have an estimated accuracy of +/- 10 meters.
 AB2411
 AB2411.The orthometric height was determined by differential leveling and
 AB2411.adjusted by the NATIONAL GEODETIC SURVEY
 AB2411.in April 1996.
 AB2411
 AB2411.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2411.GEOID18 height accuracy estimate available here.
 AB2411
 AB2411.Click photographs - Photos may exist for this station.
 AB2411
 AB2411.The dynamic height is computed by dividing the NAVD 88
 AB2411.geopotential number by the normal gravity value computed on the
 AB2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2411.degrees latitude (g = 980.6199 gals.).
 AB2411
 AB2411.The modeled gravity was interpolated from observed gravity values.
 AB2411
 AB2411;                    North         East    Units  Estimated Accuracy
 AB2411;SPC FL E     -    89,471.      207,666.      MT  (+/- 10 meters HH2 GPS)
 AB2411
 AB2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0766380572(NAD 83)
 AB2411
 AB2411                          SUPERSEDED SURVEY CONTROL
 AB2411
 AB2411.No superseded survey control is available for this station.
 AB2411
 AB2411_MARKER: DD = SURVEY DISK
 AB2411_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB2411_SP_SET: SEAWALL
 AB2411_STAMPING: M.L.W. 1 EL. 8.31
 AB2411_MARK LOGO: NPS
 AB2411_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2411+STABILITY: SURFACE MOTION
 AB2411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2411+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2015
 AB2411
 AB2411  HISTORY     - Date     Condition        Report By
 AB2411  HISTORY     - UNK      MONUMENTED       NPS
 AB2411  HISTORY     - 19950104 GOOD             FLDEP
 AB2411  HISTORY     - 20091209 GOOD             DCPWD
 AB2411  HISTORY     - 20140225 GOOD             INDIV
 AB2411  HISTORY     - 20151021 GOOD             GEOCAC
 AB2411
 AB2411                          STATION DESCRIPTION
 AB2411
 AB2411'DESCRIBED BY FL DEPT OF ENV PRO 1995 (LGB)
 AB2411'THE MARK IS ABOUT 33.5 MI (53.9 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2411'EVERGLADES NATIONAL PARK, BEHIND THE VISITORS CENTER IN FLAMINGO. TO
 AB2411'REACH THE MARK FROM THE INTERSECTION OF U.S.  HIGHWAY 1 AND PALM DRIVE
 AB2411'(SW.  3 STREET) IN FLORIDA CITY, GO WEST ON PALM DRIVE (STATE ROAD 27,
 AB2411'SW.  3 STREET) FOR 1.7 MI (2.7 KM) TO THE INTERSECTION OF TOWER ROAD
 AB2411'(SW.  192 AVENUE) , TURN LEFT ON TOWER ROAD (STATE ROAD 27, SW 192
 AB2411'AVENUE) AND GO SOUTH FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF SW.  376
 AB2411'STREET (STATE ROAD 27) ON THE RIGHT, TURN RIGHT ON SW. 376 STREET
 AB2411'(STATE ROAD 27, PARK ROAD) AND GO WEST FOR 5.4 MI (8.7 KM) TO THE
 AB2411'EVERGLADES NATIONAL PARK ENTRANCE BUILDING, CONTINUE WEST-NORTHWEST ON
 AB2411'PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64 KM) TO THE TURNOFF FOR
 AB2411'LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27)
 AB2411'FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE ROAD TO PA-HAY-OKEE
 AB2411'LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON PARK ROAD (STATE
 AB2411'ROAD 27) FOR 7.15 MI (11.51 KM) TO THE JUNCTION OF A ROAD ON THE RIGHT
 AB2411'TO MAHOGANY HAMMOCK, CONTINUE SOUTH ON PARK ROAD (STATE ROAD 27) FOR
 AB2411'4.5 MI (7.2 KM) TO THE JUNCTION OF A ROAD TO POURATIS POND ON THE
 AB2411'RIGHT, CONTINUE SOUTH ON PARK ROAD (STATE ROAD 27) FOR 6.5 MI (10.5
 AB2411'KM) TO THE JUNCTION OF A ROAD TO WEST LAKE ON THE LEFT, CONTINUE
 AB2411'SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 3.65 MI (5.87 KM) TO THE
 AB2411'PARKING AREA FOR COOT BAY, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD
 AB2411'27) FOR 2.75 MI (4.43 KM) TO THE BRIDGE OVER BUTTONWOOD CANAL,
 AB2411'CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 0.6 MI (1.0 KM) TO
 AB2411'THE JUNCTION OF A PAVED ROAD ON THE LEFT (TO FLAMINGO VISITOR CENTER)
 AB2411', TURN LEFT ON THE PAVED ROAD AND GO SOUTHEAST FOR 0.15 MI (0.24 KM)
 AB2411'TO THE VISITOR CENTER AND THE END OF TRUCK TRAVEL, WALKING GO
 AB2411'SOUTHEAST FOR ABOUT 100.0 FT (30.5 M) AND GOING THROUGH THE BREEZEWAY
 AB2411'TO THE SEAWALL AND THE MARK, SET FLUSH IN THE TOP OF THE CONCRETE
 AB2411'SEAWALL. LOCATED 106.5 FT (32.5 M) EAST-SOUTHEAST OF THE APPROXIMATE
 AB2411'CENTERLINE OF THE DRIVEWAY TO THE VISITOR CENTER, 97.0 FT (29.6 M)
 AB2411'NORTHEAST OF SURVEY MARK MLW, 58.8 FT (17.9 M) EAST-SOUTHEAST OF A 7.5
 AB2411'FT (2.3 M) HIGH CONCRETE PILING OF THE CONCRETE RAMP THE LEADS TO THE
 AB2411'UPPER ENTRANCE TO THE VISITOR CENTER AND 46.7 FT (14.2 M) SOUTH OF THE
 AB2411'SOUTHEAST CORNER OF THE VISITOR INFORMATION CENTER.
 AB2411
 AB2411                          STATION RECOVERY (2009)
 AB2411
 AB2411'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2009 (MJW)
 AB2411'RECOVERED IN GOOD CONDITION.
 AB2411
 AB2411                          STATION RECOVERY (2014)
 AB2411
 AB2411'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JKG)
 AB2411'RECOVERED IN GOOD CONDITION.
 AB2411
 AB2411                          STATION RECOVERY (2015)
 AB2411
 AB2411'RECOVERY NOTE BY GEOCACHING 2015 (KEN)
 AB2411'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2792 ***********************************************************************
 AQ2792  DESIGNATION -  1 N
 AQ2792  PID         -  AQ2792
 AQ2792  STATE/COUNTY-  FL/VOLUSIA
 AQ2792  COUNTRY     -  US
 AQ2792  USGS QUAD   -  PIERSON (2018)
 AQ2792
 AQ2792                         *CURRENT SURVEY CONTROL
 AQ2792  ______________________________________________________________________
 AQ2792* NAD 83(2011) POSITION- 29 10 15.92839(N) 081 27 48.04759(W)   NO CHECK
 AQ2792* NAD 83(2011) ELLIP HT-   -17.076 (meters)        (06/27/12)   NO CHECK
 AQ2792* NAD 83(2011) EPOCH   -  2010.00
 AQ2792* NAVD 88 ORTHO HEIGHT -    11.232 (meters)       36.85  (feet) ADJUSTED
 AQ2792  ______________________________________________________________________
 AQ2792  GEOID HEIGHT    -        -28.315 (meters)                     GEOID18
 AQ2792  NAD 83(2011) X  -    827,357.500 (meters)                     COMP
 AQ2792  NAD 83(2011) Y  - -5,511,855.576 (meters)                     COMP
 AQ2792  NAD 83(2011) Z  -  3,090,464.774 (meters)                     COMP
 AQ2792  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 AQ2792  DYNAMIC HEIGHT  -         11.216 (meters)       36.80  (feet) COMP
 AQ2792  MODELED GRAVITY -    979,247.3   (mgal)                       NAVD 88
 AQ2792
 AQ2792  VERT ORDER      -  FIRST     CLASS II
 AQ2792
 AQ2792  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ2792  Standards:
 AQ2792         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ2792            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ2792  -------------------------------------------------------------------
 AQ2792  NETWORK   12.35  10.17           1.87   6.19   5.19      0.44235980
 AQ2792  -------------------------------------------------------------------
 AQ2792  Click here for local accuracies and other accuracy information.
 AQ2792
 AQ2792.The horizontal coordinates were established by GPS observations
 AQ2792.and adjusted by the National Geodetic Survey in June 2012.
 AQ2792
 AQ2792.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ2792.been affixed to the stable North American tectonic plate. See 
 AQ2792.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ2792
 AQ2792.The horizontal coordinates are valid at the epoch date displayed above
 AQ2792.which is a decimal equivalence of Year/Month/Day.
 AQ2792
 AQ2792.No horizontal observational check was made to the station.
 AQ2792
 AQ2792.The orthometric height was determined by differential leveling and
 AQ2792.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2792.in July 2011.
 AQ2792
 AQ2792.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2792.GEOID18 height accuracy estimate available here.
 AQ2792
 AQ2792.Click photographs - Photos may exist for this station.
 AQ2792
 AQ2792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2792
 AQ2792.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2792
 AQ2792.The ellipsoidal height was determined by GPS observations
 AQ2792.and is referenced to NAD 83.
 AQ2792
 AQ2792.The dynamic height is computed by dividing the NAVD 88
 AQ2792.geopotential number by the normal gravity value computed on the
 AQ2792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2792.degrees latitude (g = 980.6199 gals.).
 AQ2792
 AQ2792.The modeled gravity was interpolated from observed gravity values.
 AQ2792
 AQ2792. The following values were computed from the NAD 83(2011) position.
 AQ2792
 AQ2792;                    North         East     Units Scale Factor Converg.
 AQ2792;SPC FL E     -   536,081.026   154,928.957   MT  0.99996623   -0 13 33.1
 AQ2792;SPC FL E     - 1,758,792.50    508,296.09   sFT  0.99996623   -0 13 33.1
 AQ2792;UTM  17      - 3,227,030.098   454,944.335   MT  0.99962505   -0 13 33.1
 AQ2792
 AQ2792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2792!SPC FL E     -   1.00000268  x   0.99996623  =   0.99996891
 AQ2792!UTM  17      -   1.00000268  x   0.99962505  =   0.99962773
 AQ2792
 AQ2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN5494427030(NAD 83)
 AQ2792
 AQ2792                          SUPERSEDED SURVEY CONTROL
 AQ2792
 AQ2792  NAD 83(2007)-  29 10 15.92824(N)    081 27 48.04802(W) AD(2002.00) 0
 AQ2792  ELLIP H (02/10/07)  -17.075  (m)                       GP(2002.00)    
 AQ2792  NAD 83(1999)-  29 10 15.92847(N)    081 27 48.04811(W) AD(       ) B
 AQ2792  ELLIP H (05/31/01)  -17.071  (m)                       GP(       ) 5 1
 AQ2792  NAD 83(1990)-  29 10 15.92728(N)    081 27 48.04778(W) AD(       ) B
 AQ2792  ELLIP H (06/02/94)  -17.088  (m)                       GP(       ) 3 1
 AQ2792  NAVD 88 (06/02/94)   11.2    (m)  GEOID93  model used  GPS OBS        
 AQ2792
 AQ2792.Superseded values are not recommended for survey control.
 AQ2792
 AQ2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2792.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2792
 AQ2792_MARKER: DD = SURVEY DISK
 AQ2792_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AQ2792_STAMPING: 1 N 1962 38
 AQ2792_MARK LOGO: USGS
 AQ2792_PROJECTION: PROJECTING 3 CENTIMETERS
 AQ2792_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ2792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2792+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 AQ2792
 AQ2792  HISTORY     - Date     Condition        Report By
 AQ2792  HISTORY     - 1962     MONUMENTED       USGS
 AQ2792  HISTORY     - 19930331 GOOD             NGS
 AQ2792  HISTORY     - 20030410 GOOD             FL-127
 AQ2792  HISTORY     - 20050502 GOOD             FLDEP
 AQ2792  HISTORY     - 20060110 GOOD             USPSQD
 AQ2792
 AQ2792                          STATION DESCRIPTION
 AQ2792
 AQ2792'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AQ2792'THE STATION IS LOCATED ABOUT 4.82 KM (3.00 MI) EAST OF VOLUSIA, 3.2 KM
 AQ2792'(2.00 MI) SOUTH OF EMPORIA ON THE SOUTH SIDE OF STATE HIGHWAY 40 NEAR
 AQ2792'THE EXTENDED CENTERLINE OF A DIRT ROAD (JERICO ROAD).
 AQ2792'OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 AQ2792'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE
 AQ2792'HIGHWAY 40 LOCATED ABOUT 24.1 KM (14.95 MI) NORTH OF DELAND, GO WEST
 AQ2792'ALONG STATE HIGHWAY 40 FOR 4.5 KM (2.80 MI) TO A DIRT ROAD RIGHT
 AQ2792'(JERICO ROAD) AND THE STATION ON THE LEFT.
 AQ2792'THE STATION PROJECTS 3 CM ABOVE THE GROUND.  LOCATED 11.7 M (38.4 FT)
 AQ2792'SOUTH FROM THE CENTERLINE OF STATE HIGHWAY 40, 7.9 M (25.9 FT) NORTH
 AQ2792'FROM A FENCE LINE AND 3.4 M (11.2 FT) SOUTHEAST FROM POWER POLE
 AQ2792'NUMBER A26174.
 AQ2792
 AQ2792                          STATION RECOVERY (2003)
 AQ2792
 AQ2792'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003
 AQ2792'RECOVERED IN GOOD CONDITION.
 AQ2792
 AQ2792                          STATION RECOVERY (2005)
 AQ2792
 AQ2792'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AQ2792'RECOVERED IN GOOD CONDITION.
 AQ2792
 AQ2792                          STATION RECOVERY (2006)
 AQ2792
 AQ2792'RECOVERY NOTE BY US POWER SQUADRON 2006
 AQ2792'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9840 ***********************************************************************
 AC9840  DESIGNATION -  1 RJN
 AC9840  PID         -  AC9840
 AC9840  STATE/COUNTY-  FL/PUTNAM
 AC9840  COUNTRY     -  US
 AC9840  USGS QUAD   -  WELAKA (2018)
 AC9840
 AC9840                         *CURRENT SURVEY CONTROL
 AC9840  ______________________________________________________________________
 AC9840* NAD 83(1986) POSITION- 29 22 29.     (N) 081 44 08.     (W)   SCALED
 AC9840* NAVD 88 ORTHO HEIGHT -    15.724 (meters)       51.59  (feet) ADJUSTED
 AC9840  ______________________________________________________________________
 AC9840  GEOID HEIGHT    -        -28.309 (meters)                     GEOID18
 AC9840  DYNAMIC HEIGHT  -         15.703 (meters)       51.52  (feet) COMP
 AC9840  MODELED GRAVITY -    979,262.3   (mgal)                       NAVD 88
 AC9840
 AC9840  VERT ORDER      -  FIRST     CLASS II
 AC9840
 AC9840.The horizontal coordinates were scaled from a map and have
 AC9840.an estimated accuracy of +/- 6 seconds.
 AC9840
 AC9840.The orthometric height was determined by differential leveling and
 AC9840.adjusted by the NATIONAL GEODETIC SURVEY
 AC9840.in September 1997.
 AC9840
 AC9840.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9840.GEOID18 height accuracy estimate available here.
 AC9840
 AC9840.Click photographs - Photos may exist for this station.
 AC9840
 AC9840.The dynamic height is computed by dividing the NAVD 88
 AC9840.geopotential number by the normal gravity value computed on the
 AC9840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9840.degrees latitude (g = 980.6199 gals.).
 AC9840
 AC9840.The modeled gravity was interpolated from observed gravity values.
 AC9840
 AC9840;                    North         East    Units  Estimated Accuracy
 AC9840;SPC FL E     -   558,790.      128,590.      MT  (+/- 180 meters Scaled)
 AC9840
 AC9840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN286497(NAD 83)
 AC9840
 AC9840                          SUPERSEDED SURVEY CONTROL
 AC9840
 AC9840.No superseded survey control is available for this station.
 AC9840
 AC9840_MARKER: DD = SURVEY DISK
 AC9840_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9840_SP_SET: CULVERT HEADWALL
 AC9840_STAMPING: 1 RJN 1967 53
 AC9840_MARK LOGO: USGS
 AC9840_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9840+STABILITY: SURFACE MOTION
 AC9840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9840+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AC9840
 AC9840  HISTORY     - Date     Condition        Report By
 AC9840  HISTORY     - 1967     MONUMENTED       USGS
 AC9840  HISTORY     - 19960814 GOOD             FLDEP
 AC9840  HISTORY     - 20040628 GOOD             FLDEP
 AC9840
 AC9840                          STATION DESCRIPTION
 AC9840
 AC9840'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9840'THE MARK IS ABOUT 1.05 MI (1.69 KM) NORTH OF SALT SPRINGS IN SECTION
 AC9840'7, TOWNSHIP 13 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE
 AC9840'JUNCTION OF STATE ROAD 19 AND COUNTY ROAD 316 ON THE NORTH SIDE OF
 AC9840'SALT SPRINGS, GO NORTH ON STATE ROAD 19 FOR 1.1 MI (1.8 KM) TO THE
 AC9840'MARK ON THE RIGHT, SET IN THE TOP OF THE NORTHEAST END OF THE CONCRETE
 AC9840'CULVERT HEADWALL ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD
 AC9840'19. LOCATED 30.4 FT (9.3 M) EAST OF THE APPROXIMATE CENTERLINE OF
 AC9840'STATE ROAD 19, 12.2 FT (3.7 M) NORTH OF THE SOUTH END OF THE CULVERT
 AC9840'HEADWALL AND 0.5 FT (15.2 CM) SOUTH OF A CARSONITE WITNESS POST.
 AC9840
 AC9840                          STATION RECOVERY (2004)
 AC9840
 AC9840'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9840'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH6889 ***********************************************************************
 DH6889  DESIGNATION -  1 SKS
 DH6889  PID         -  DH6889
 DH6889  STATE/COUNTY-  FL/LAKE
 DH6889  COUNTRY     -  US
 DH6889  USGS QUAD   -  EUSTIS (2018)
 DH6889
 DH6889                         *CURRENT SURVEY CONTROL
 DH6889  ______________________________________________________________________
 DH6889* NAD 83(1986) POSITION- 28 51 10.     (N) 081 39 07.     (W)   SCALED
 DH6889* NAVD 88 ORTHO HEIGHT -    50.674 (meters)      166.25  (feet) ADJUSTED
 DH6889  ______________________________________________________________________
 DH6889  GEOID HEIGHT    -        -27.612 (meters)                     GEOID18
 DH6889  DYNAMIC HEIGHT  -         50.602 (meters)      166.02  (feet) COMP
 DH6889  MODELED GRAVITY -    979,237.1   (mgal)                       NAVD 88
 DH6889
 DH6889  VERT ORDER      -  SECOND    CLASS I
 DH6889
 DH6889.The horizontal coordinates were scaled from a map and have
 DH6889.an estimated accuracy of +/- 6 seconds.
 DH6889
 DH6889.The orthometric height was determined by differential leveling and
 DH6889.adjusted by the NATIONAL GEODETIC SURVEY
 DH6889.in January 2006.
 DH6889
 DH6889.No vertical observational check was made to the station.
 DH6889
 DH6889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6889.GEOID18 height accuracy estimate available here.
 DH6889
 DH6889.Click photographs - Photos may exist for this station.
 DH6889
 DH6889.The dynamic height is computed by dividing the NAVD 88
 DH6889.geopotential number by the normal gravity value computed on the
 DH6889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6889.degrees latitude (g = 980.6199 gals.).
 DH6889
 DH6889.The modeled gravity was interpolated from observed gravity values.
 DH6889
 DH6889;                    North         East    Units  Estimated Accuracy
 DH6889;SPC FL E     -   500,890.      136,390.      MT  (+/- 180 meters Scaled)
 DH6889
 DH6889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM364918(NAD 83)
 DH6889
 DH6889                          SUPERSEDED SURVEY CONTROL
 DH6889
 DH6889.No superseded survey control is available for this station.
 DH6889
 DH6889_MARKER: DB = BENCH MARK DISK
 DH6889_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DH6889_STAMPING: 1 SKS 1960 1.67
 DH6889_MARK LOGO: USGS
 DH6889_PROJECTION: PROJECTING 5 CENTIMETERS
 DH6889_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH6889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH6889+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 DH6889
 DH6889  HISTORY     - Date     Condition        Report By
 DH6889  HISTORY     - 1960     MONUMENTED       USGS
 DH6889  HISTORY     - 20040719 GOOD             FLDEP
 DH6889
 DH6889                          STATION DESCRIPTION
 DH6889
 DH6889'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DH6889'THE MARK IS ABOUT 25.0 MI WEST OF DELAND, 2.0 MI EAST OF EUSTIS, IN
 DH6889'SECTION 7, TOWNSHIP 19  SOUTH, RANGE 27 EAST.
 DH6889'
 DH6889'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 NORTHBOUND
 DH6889'LANES (GROVE  STREET) AND STATE HIGHWAY 44 (ORANGE AVENUE) IN EUSTIS,
 DH6889'GO EAST ON STATE HIGHWAY 44  (ORANGE AVENUE) FOR 1.85 MI TO THE
 DH6889'JUNCTION OF COUNTY ROAD 44A ON THE LEFT (STATE  HIGHWAY 44, EUSTIS
 DH6889'BYPASS), CONTINUE EAST ON STATE HIGHWAY 44 FOR 0.05 MI TO THE MARK ON
 DH6889'THE RIGHT, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 0.2
 DH6889'FT ABOVE THE  LEVEL OF THE GROUND AND 1.0 FT ABOVE THE LEVEL OF STATE
 DH6889'HIGHWAY 44.
 DH6889'
 DH6889'LOCATED 290.0 FT EAST OF THE EXTENDED CENTERLINE OF COUNTY ROAD 44A,
 DH6889'35.0 FT WEST OF THE  APPROXIMATE CENTERLINE OF A DRIVEWAY AT 3000,
 DH6889'25.5 FT SOUTH OF THE SOUTH EDGE OF  PAVEMENT OF STATE HIGHWAY 44, 10.5
 DH6889'FT EAST OF POWER POLE NUMBER 131134074280 AND 0.4 FT  SOUTH OF A
 DH6889'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6683 ***********************************************************************
 AG6683  DESIGNATION -  1 ST PETERSBURG
 AG6683  PID         -  AG6683
 AG6683  STATE/COUNTY-  FL/PINELLAS
 AG6683  COUNTRY     -  US
 AG6683  USGS QUAD   -  PORT TAMPA (2018)
 AG6683
 AG6683                         *CURRENT SURVEY CONTROL
 AG6683  ______________________________________________________________________
 AG6683* NAD 83(1986) POSITION- 27 49 43.     (N) 082 36 35.     (W)   SCALED
 AG6683* NAVD 88 ORTHO HEIGHT -     0.804 (meters)        2.64  (feet) ADJUSTED
 AG6683  ______________________________________________________________________
 AG6683  GEOID HEIGHT    -        -24.662 (meters)                     GEOID18
 AG6683  DYNAMIC HEIGHT  -          0.803 (meters)        2.63  (feet) COMP
 AG6683  MODELED GRAVITY -    979,178.0   (mgal)                       NAVD 88
 AG6683
 AG6683  VERT ORDER      -  SECOND    CLASS II
 AG6683
 AG6683.The horizontal coordinates were scaled from a map and have
 AG6683.an estimated accuracy of +/- 6 seconds.
 AG6683
 AG6683.The orthometric height was determined by differential leveling and
 AG6683.adjusted by the NATIONAL GEODETIC SURVEY
 AG6683.in June 1991.
 AG6683
 AG6683.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6683.GEOID18 height accuracy estimate available here.
 AG6683
 AG6683.Click photographs - Photos may exist for this station.
 AG6683
 AG6683.The dynamic height is computed by dividing the NAVD 88
 AG6683.geopotential number by the normal gravity value computed on the
 AG6683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6683.degrees latitude (g = 980.6199 gals.).
 AG6683
 AG6683.The modeled gravity was interpolated from observed gravity values.
 AG6683
 AG6683;                    North         East    Units  Estimated Accuracy
 AG6683;SPC FL W     -   387,370.      139,940.      MT  (+/- 180 meters Scaled)
 AG6683
 AG6683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL414792(NAD 83)
 AG6683
 AG6683                          SUPERSEDED SURVEY CONTROL
 AG6683
 AG6683  NGVD 29 (??/??/92)    1.066  (m)            3.50   (f) ADJ UNCH    2 2
 AG6683
 AG6683.Superseded values are not recommended for survey control.
 AG6683
 AG6683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6683.See file dsdata.pdf to determine how the superseded data were derived.
 AG6683
 AG6683_MARKER: DB = BENCH MARK DISK
 AG6683_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG6683_SP_SET: SIDEWALK
 AG6683_STAMPING: NO 1 1975
 AG6683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6683
 AG6683  HISTORY     - Date     Condition        Report By
 AG6683  HISTORY     - 1975     MONUMENTED       FLDT
 AG6683  HISTORY     - 19910521 GOOD             USPSQD
 AG6683  HISTORY     - 20030316 GOOD             USPSQD
 AG6683
 AG6683                          STATION DESCRIPTION
 AG6683
 AG6683'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6683'AT ST PETERSBURG.
 AG6683'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET)
 AG6683'AND 54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN SOUTHERLY ON U.S.
 AG6683'19 FOR 0.7 MILE TO THE T JUNCTION OF PINELLAS POINT DR. (S.R. 687),
 AG6683'TURN LEFT AND RUN EASTERLY ON PINELLAS POINT DR. FOR 0. 65 MILE
 AG6683'TO A Y JUNCTION OF S.R. 687 (TO THE NE) AND PINELLAS POINT DR.
 AG6683'(TO THE EAST), CONTINUE EASTERLY AND SOUTHERLY ON PINELLAS POINT
 AG6683'DR. FOR 0.55 MILE TO THE T JUNCTION OF 70TH AVE. S. (PINELLAS
 AG6683'POINT DR.), TURN LEFT AND RUN EASTERLY ON PINELLAS POINT DR. FOR
 AG6683'1.65 MILE TO 4TH STREET S., TURN RIGHT AND RUN SOUTHEASTERLY FOR
 AG6683'0.1 MILE TO BOAT RAMP AT BAY VISTA CITY PARK.  STATION IS IN
 AG6683'CONCRETE WALKWAY TO BOAT DOCK, 11.0 FT. EAST OF THE WEST END OF
 AG6683'WALKWAY, 2.4 FT. NORTH OF SOUTH EDGE OF WALKWAY, 2.6 FT. SOUTH
 AG6683'OF THE NORTH EDGE OF WALKWAY.  SET IN TOP OF CONCRETE WALKWAY.
 AG6683'SECTION 18, T 32 S, R 17 E.
 AG6683
 AG6683                          STATION RECOVERY (1991)
 AG6683
 AG6683'RECOVERY NOTE BY US POWER SQUADRON 1991 (ACD)
 AG6683'RECOVERED IN GOOD CONDITION.
 AG6683
 AG6683                          STATION RECOVERY (2003)
 AG6683
 AG6683'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF)
 AG6683'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5157 ***********************************************************************
 AB5157  DESIGNATION -  1 WHC
 AB5157  PID         -  AB5157
 AB5157  STATE/COUNTY-  FL/LAKE
 AB5157  COUNTRY     -  US
 AB5157  USGS QUAD   -  UMATILLA (2018)
 AB5157
 AB5157                         *CURRENT SURVEY CONTROL
 AB5157  ______________________________________________________________________
 AB5157* NAD 83(1986) POSITION- 28 55 55.5    (N) 081 40 01.4    (W)   HD_HELD2
 AB5157* NAVD 88 ORTHO HEIGHT -    29.472 (meters)       96.69  (feet) ADJUSTED
 AB5157  ______________________________________________________________________
 AB5157  GEOID HEIGHT    -        -27.825 (meters)                     GEOID18
 AB5157  DYNAMIC HEIGHT  -         29.430 (meters)       96.55  (feet) COMP
 AB5157  MODELED GRAVITY -    979,232.6   (mgal)                       NAVD 88
 AB5157
 AB5157  VERT ORDER      -  SECOND    CLASS I
 AB5157
 AB5157.The horizontal coordinates were established by autonomous hand held GPS
 AB5157.observations and have an estimated accuracy of +/- 10 meters.
 AB5157
 AB5157.The orthometric height was determined by differential leveling and
 AB5157.adjusted by the NATIONAL GEODETIC SURVEY
 AB5157.in September 1996.
 AB5157
 AB5157.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5157.GEOID18 height accuracy estimate available here.
 AB5157
 AB5157.Click photographs - Photos may exist for this station.
 AB5157
 AB5157.The dynamic height is computed by dividing the NAVD 88
 AB5157.geopotential number by the normal gravity value computed on the
 AB5157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5157.degrees latitude (g = 980.6199 gals.).
 AB5157
 AB5157.The modeled gravity was interpolated from observed gravity values.
 AB5157
 AB5157;                    North         East    Units  Estimated Accuracy
 AB5157;SPC FL E     -   509,686.      134,963.      MT  (+/- 10 meters HH2 GPS)
 AB5157
 AB5157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3498500644(NAD 83)
 AB5157
 AB5157                          SUPERSEDED SURVEY CONTROL
 AB5157
 AB5157.No superseded survey control is available for this station.
 AB5157
 AB5157_MARKER: DD = SURVEY DISK
 AB5157_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB5157_SP_SET: PAD
 AB5157_STAMPING: 1 WHC 1962 98
 AB5157_MARK LOGO: USGS
 AB5157_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5157_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5157+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1998
 AB5157
 AB5157  HISTORY     - Date     Condition        Report By
 AB5157  HISTORY     - 1962     MONUMENTED       USGS
 AB5157  HISTORY     - 19940329 GOOD             FLDEP
 AB5157  HISTORY     - 19980107 GOOD             FLDEP
 AB5157
 AB5157                          STATION DESCRIPTION
 AB5157
 AB5157'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5157'THE MARK IS IN UMATILLA ABOUT 15.6 MI (25.1 KM) NORTHEAST OF LEESBURG
 AB5157'IN SECTION 12, TOWNSHIP 18 SOUTH, RANGE 26 EAST.  TO REACH THE MARK
 AB5157'FROM THE T-JUNCTION OF STATE ROAD 19 (CENTRAL AVENUE) AND COUNTY ROAD
 AB5157'450 WEST IN UMATILLA, GO NORTH ON STATE ROAD 19 FOR 0.05 MI (0.08 KM)
 AB5157'TO PAYTON'S UMATILLA TIRE 431 NORTH CENTRAL AVENUE (STATE ROAD 19) AND
 AB5157'THE MARK ON THE LEFT, SET IN THE TOP OF A RAISED SECTION OF A CONCRETE
 AB5157'PAD PROJECTING 0.6 FT (18.3 CM) ABOVE THE LEVEL OF THE GROUND AND
 AB5157'ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF STATE ROAD 19. LOCATED 225.0
 AB5157'FT (68.6 M) NORTH OF THE INTERSECTION OF COUNTY ROAD 450 AND STATE
 AB5157'ROAD 19, 45.6 FT (13.9 M) WEST OF THE APPROXIMATE CENTERLINE OF STATE
 AB5157'ROAD 19, 29.5 FT (9.0 M) SOUTHEAST OF THE NORTH END OF THE BUILDING,
 AB5157'16.0 FT (4.9 M) NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING AND
 AB5157'1.7 FT (0.5 M) SOUTH OF A METAL WITNESS POST.
 AB5157
 AB5157                          STATION RECOVERY (1998)
 AB5157
 AB5157'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (LGB)
 AB5157'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6305 ***********************************************************************
 AK6305  DESIGNATION -  1.21.10 1965
 AK6305  PID         -  AK6305
 AK6305  STATE/COUNTY-  FL/BREVARD
 AK6305  COUNTRY     -  US
 AK6305  USGS QUAD   -  ORSINO (2018)
 AK6305
 AK6305                         *CURRENT SURVEY CONTROL
 AK6305  ______________________________________________________________________
 AK6305* NAD 83(1990) POSITION- 28 32 31.31354(N) 080 38 37.77463(W)   ADJUSTED
 AK6305* NAVD 88 ORTHO HEIGHT -     8.22  (+/-2cm)       27.0   (feet) VERTCON3
 AK6305  ______________________________________________________________________
 AK6305  GEOID HEIGHT    -        -28.201 (meters)                     GEOID18
 AK6305  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 AK6305  HORZ ORDER      -  SECOND
 AK6305  VERT ORDER      -  THIRD ? (See Below)
 AK6305
 AK6305.The horizontal coordinates were established by classical geodetic methods
 AK6305.and adjusted by the National Geodetic Survey in May 1991.
 AK6305
 AK6305.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6305
 AK6305.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6305.GEOID18 height accuracy estimate available here.
 AK6305
 AK6305.The vertical order pertains to the NGVD 29 superseded value.
 AK6305
 AK6305.Click photographs - Photos may exist for this station.
 AK6305
 AK6305.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6305
 AK6305. The following values were computed from the NAD 83(1990) position.
 AK6305
 AK6305;                    North         East     Units Scale Factor Converg.
 AK6305;SPC FL E     -   466,327.233   234,855.118   MT  0.99995616   +0 10 12.7
 AK6305;SPC FL E     - 1,529,941.93    770,520.50   sFT  0.99995616   +0 10 12.7
 AK6305;UTM  17      - 3,157,300.105   534,843.225   MT  0.99961498   +0 10 12.7
 AK6305
 AK6305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6305!SPC FL E     -   1.00000314  x   0.99995616  =   0.99995930
 AK6305!UTM  17      -   1.00000314  x   0.99961498  =   0.99961812
 AK6305
 AK6305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3484357300(NAD 83)
 AK6305
 AK6305                          SUPERSEDED SURVEY CONTROL
 AK6305
 AK6305  NAD 83(1986)-  28 32 31.31984(N)    080 38 37.78753(W) AD(       ) 2
 AK6305  NAD 27      -  28 32 30.32734(N)    080 38 38.60416(W) AD(       ) 2
 AK6305  NGVD 29               8.61   (m)           28.2    (f) LEVELING    3  
 AK6305
 AK6305.Superseded values are not recommended for survey control.
 AK6305
 AK6305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6305.See file dsdata.pdf to determine how the superseded data were derived.
 AK6305
 AK6305_MARKER: DD = SURVEY DISK
 AK6305_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK6305+WITH SETTING: PAVEMENT
 AK6305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6305+STABILITY: SURFACE MOTION
 AK6305
 AK6305  HISTORY     - Date     Condition        Report By
 AK6305  HISTORY     - 1965     MONUMENTED       CGS
 AK6305
 AK6305                          STATION DESCRIPTION
 AK6305
 AK6305'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6305'LOCATED ON THE MERRITT ISLAND LAUNCH AREA, ON THE ROOF AND NORTH
 AK6305'SIDE OF THE CIF ANTENNA BUILDING NO L 7 1557.  A SMOOTH BRASS
 AK6305'DISK, CEMENTED IN A DRILL HOLE IN THE APPROXIMATE CENTER OF A
 AK6305'6 X 6 FOOT CONCRETE ANTENNA PAD THAT PROJECTS ABOUT 5 INCHES ABOVE
 AK6305'THE ROOF SURFACE.  A PUNCH HOLE WITHIN A TRIANGLE MARKS THE
 AK6305'STATION AND THE DISK IS STAMPED 1-21-10.
 AK6305'
 AK6305'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PETTEY
 AK6305'AND THE DISTANCE IS SHOWN ABOVE.
 AK6305'
 AK6305'TO REACH FROM THE JUNCTION OF THE NASA CAUSEWAY AND C
 AK6305'AVE. S.E., GO NORTHEASTERLY FOR 1.3 MILES TO THE CIF ANTENNA
 AK6305'BUILDING NO L 7 1557 AND THE STATION AS DESCRIBED.
 AK6305'
 AK6305'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6304 ***********************************************************************
 AK6304  DESIGNATION -  1.21.11 1965
 AK6304  PID         -  AK6304
 AK6304  STATE/COUNTY-  FL/BREVARD
 AK6304  COUNTRY     -  US
 AK6304  USGS QUAD   -  ORSINO (2018)
 AK6304
 AK6304                         *CURRENT SURVEY CONTROL
 AK6304  ______________________________________________________________________
 AK6304* NAD 83(1990) POSITION- 28 32 31.06631(N) 080 38 37.55397(W)   ADJUSTED
 AK6304* NAVD 88 ORTHO HEIGHT -     8.44  (+/-2cm)       27.7   (feet) VERTCON3
 AK6304  ______________________________________________________________________
 AK6304  GEOID HEIGHT    -        -28.201 (meters)                     GEOID18
 AK6304  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 AK6304  HORZ ORDER      -  SECOND
 AK6304  VERT ORDER      -  THIRD ? (See Below)
 AK6304
 AK6304.The horizontal coordinates were established by classical geodetic methods
 AK6304.and adjusted by the National Geodetic Survey in May 1991.
 AK6304
 AK6304.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6304
 AK6304.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6304.GEOID18 height accuracy estimate available here.
 AK6304
 AK6304.The vertical order pertains to the NGVD 29 superseded value.
 AK6304
 AK6304.Click photographs - Photos may exist for this station.
 AK6304
 AK6304.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6304
 AK6304. The following values were computed from the NAD 83(1990) position.
 AK6304
 AK6304;                    North         East     Units Scale Factor Converg.
 AK6304;SPC FL E     -   466,319.640   234,861.138   MT  0.99995617   +0 10 12.8
 AK6304;SPC FL E     - 1,529,917.02    770,540.25   sFT  0.99995617   +0 10 12.8
 AK6304;UTM  17      - 3,157,292.515   534,849.244   MT  0.99961499   +0 10 12.8
 AK6304
 AK6304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6304!SPC FL E     -   1.00000310  x   0.99995617  =   0.99995927
 AK6304!UTM  17      -   1.00000310  x   0.99961499  =   0.99961809
 AK6304
 AK6304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3484957292(NAD 83)
 AK6304
 AK6304                          SUPERSEDED SURVEY CONTROL
 AK6304
 AK6304  NAD 83(1986)-  28 32 31.07262(N)    080 38 37.56688(W) AD(       ) 2
 AK6304  NAD 27      -  28 32 30.08011(N)    080 38 38.38350(W) AD(       ) 2
 AK6304  NGVD 29               8.83   (m)           29.0    (f) LEVELING    3  
 AK6304
 AK6304.Superseded values are not recommended for survey control.
 AK6304
 AK6304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6304.See file dsdata.pdf to determine how the superseded data were derived.
 AK6304
 AK6304_MARKER: B = BOLT
 AK6304_SETTING: 0 = UNSPECIFIED SETTING
 AK6304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6304
 AK6304  HISTORY     - Date     Condition        Report By
 AK6304  HISTORY     - 1965     MONUMENTED       CGS
 AK6304
 AK6304                          STATION DESCRIPTION
 AK6304
 AK6304'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6304'LOCATED ON THE MERRITT ISLAND LAUNCH AREA, ON THE ROOF AND NORTH
 AK6304'SIDE OF THE CIF ANTENNA BUILDING NO L 7 1557.  ONE BOLT OF 25
 AK6304'BOLTS (1/2 INCH) IN THE CENTER OF A CONCRETE ANTENNA PAD, HAS A
 AK6304'PUNCH HOLE THAT MARKS THE STATION.  THE PAD PROJECTS ABOUT 10
 AK6304'INCHES ABOVE THE ROOF SURFACE.
 AK6304'
 AK6304'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PETTEY
 AK6304'AND THE DISTANCE IS 3.6306 METERS OR 11.91 FEET.
 AK6304'
 AK6304'TO REACH FROM THE JUNCTION OF THE NASA CAUSEWAY AND C
 AK6304'AVE. S.E., GO NORTHEASTERLY FOR 1.3 MILES TO THE CIF ANTENNA
 AK6304'BUILDING AND THE STATION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1048 ***********************************************************************
 AK1048  DESIGNATION -  1.21.7
 AK1048  PID         -  AK1048
 AK1048  STATE/COUNTY-  FL/BREVARD
 AK1048  COUNTRY     -  US
 AK1048  USGS QUAD   -  ORSINO (2018)
 AK1048
 AK1048                         *CURRENT SURVEY CONTROL
 AK1048  ______________________________________________________________________
 AK1048* NAD 83(1990) POSITION- 28 32 33.33820(N) 080 38 36.99065(W)   ADJUSTED
 AK1048* NAVD 88 ORTHO HEIGHT -     2.275 (meters)        7.46  (feet) ADJUSTED
 AK1048  ______________________________________________________________________
 AK1048  GEOID HEIGHT    -        -28.201 (meters)                     GEOID18
 AK1048  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 AK1048  DYNAMIC HEIGHT  -          2.271 (meters)        7.45  (feet) COMP
 AK1048  MODELED GRAVITY -    979,232.8   (mgal)                       NAVD 88
 AK1048
 AK1048  HORZ ORDER      -  SECOND
 AK1048  VERT ORDER      -  FIRST     CLASS II
 AK1048
 AK1048.The horizontal coordinates were established by classical geodetic methods
 AK1048.and adjusted by the National Geodetic Survey in May 1991.
 AK1048
 AK1048.The orthometric height was determined by differential leveling and
 AK1048.adjusted by the NATIONAL GEODETIC SURVEY
 AK1048.in June 1991.
 AK1048
 AK1048.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1048.GEOID18 height accuracy estimate available here.
 AK1048
 AK1048.Click photographs - Photos may exist for this station.
 AK1048
 AK1048.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK1048
 AK1048.The dynamic height is computed by dividing the NAVD 88
 AK1048.geopotential number by the normal gravity value computed on the
 AK1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1048.degrees latitude (g = 980.6199 gals.).
 AK1048
 AK1048.The modeled gravity was interpolated from observed gravity values.
 AK1048
 AK1048. The following values were computed from the NAD 83(1990) position.
 AK1048
 AK1048;                    North         East     Units Scale Factor Converg.
 AK1048;SPC FL E     -   466,389.624   234,876.244   MT  0.99995618   +0 10 13.0
 AK1048;SPC FL E     - 1,530,146.62    770,589.81   sFT  0.99995618   +0 10 13.0
 AK1048;UTM  17      - 3,157,362.475   534,864.344   MT  0.99961500   +0 10 13.0
 AK1048
 AK1048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK1048!SPC FL E     -   1.00000407  x   0.99995618  =   0.99996025
 AK1048!UTM  17      -   1.00000407  x   0.99961500  =   0.99961907
 AK1048
 AK1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3486457362(NAD 83)
 AK1048
 AK1048                          SUPERSEDED SURVEY CONTROL
 AK1048
 AK1048  NAD 83(1986)-  28 32 33.34451(N)    080 38 37.00355(W) AD(       ) 2
 AK1048  NAD 27      -  28 32 32.35209(N)    080 38 37.82023(W) AD(       ) 2
 AK1048  NGVD 29 (??/??/92)    2.662  (m)            8.73   (f) ADJ UNCH    1 2
 AK1048  NGVD 29               2.66   (m)            8.7    (f) LEVELING    3  
 AK1048
 AK1048.Superseded values are not recommended for survey control.
 AK1048
 AK1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1048.See file dsdata.pdf to determine how the superseded data were derived.
 AK1048
 AK1048_MARKER: DD = SURVEY DISK
 AK1048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1048_SP_SET: CONCRETE PAD
 AK1048_STAMPING: 1.21.7 1966
 AK1048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1048
 AK1048  HISTORY     - Date     Condition        Report By
 AK1048  HISTORY     - 1966     MONUMENTED       DOD
 AK1048
 AK1048                          STATION DESCRIPTION
 AK1048
 AK1048'DESCRIBED BY US DEPARTMENT OF DEFENSE 1966
 AK1048'AT MERRITT ISLAND.
 AK1048'LOCATED AT THE CIF ANTENNA SITE, 40 FEET SOUTHEAST OF THE CENTER
 AK1048'LINE OF A BLACK TOP ROAD, 12 FEET NORTHEAST OF THE NORTHEAST EDGE
 AK1048'OF A WAVE GUIDE TROUGH.  THE DISK IS SET IN A DRILL HOLE IN THE
 AK1048'CENTER OF A 10 FOOT SQUARE CONCRETE PAD AND IS ABOUT 8 INCHES
 AK1048'BELOW THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1052 ***********************************************************************
 AK1052  DESIGNATION -  1.21.8
 AK1052  PID         -  AK1052
 AK1052  STATE/COUNTY-  FL/BREVARD
 AK1052  COUNTRY     -  US
 AK1052  USGS QUAD   -  ORSINO (2018)
 AK1052
 AK1052                         *CURRENT SURVEY CONTROL
 AK1052  ______________________________________________________________________
 AK1052* NAD 83(1990) POSITION- 28 32 32.10771(N) 080 38 35.60304(W)   ADJUSTED
 AK1052* NAVD 88 ORTHO HEIGHT -     2.326 (meters)        7.63  (feet) ADJUSTED
 AK1052  ______________________________________________________________________
 AK1052  GEOID HEIGHT    -        -28.201 (meters)                     GEOID18
 AK1052  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 AK1052  DYNAMIC HEIGHT  -          2.323 (meters)        7.62  (feet) COMP
 AK1052  MODELED GRAVITY -    979,232.8   (mgal)                       NAVD 88
 AK1052
 AK1052  HORZ ORDER      -  SECOND
 AK1052  VERT ORDER      -  FIRST     CLASS II
 AK1052
 AK1052.The horizontal coordinates were established by classical geodetic methods
 AK1052.and adjusted by the National Geodetic Survey in May 1991.
 AK1052
 AK1052.The orthometric height was determined by differential leveling and
 AK1052.adjusted by the NATIONAL GEODETIC SURVEY
 AK1052.in June 1991.
 AK1052
 AK1052.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1052.GEOID18 height accuracy estimate available here.
 AK1052
 AK1052.Click photographs - Photos may exist for this station.
 AK1052
 AK1052.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK1052
 AK1052.The dynamic height is computed by dividing the NAVD 88
 AK1052.geopotential number by the normal gravity value computed on the
 AK1052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1052.degrees latitude (g = 980.6199 gals.).
 AK1052
 AK1052.The modeled gravity was interpolated from observed gravity values.
 AK1052
 AK1052. The following values were computed from the NAD 83(1990) position.
 AK1052
 AK1052;                    North         East     Units Scale Factor Converg.
 AK1052;SPC FL E     -   466,351.856   234,914.076   MT  0.99995621   +0 10 13.7
 AK1052;SPC FL E     - 1,530,022.71    770,713.93   sFT  0.99995621   +0 10 13.7
 AK1052;UTM  17      - 3,157,324.720   534,902.164   MT  0.99961503   +0 10 13.7
 AK1052
 AK1052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK1052!SPC FL E     -   1.00000406  x   0.99995621  =   0.99996027
 AK1052!UTM  17      -   1.00000406  x   0.99961503  =   0.99961909
 AK1052
 AK1052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3490257324(NAD 83)
 AK1052
 AK1052                          SUPERSEDED SURVEY CONTROL
 AK1052
 AK1052  NAD 83(1986)-  28 32 32.11401(N)    080 38 35.61594(W) AD(       ) 2
 AK1052  NAD 27      -  28 32 31.12157(N)    080 38 36.43264(W) AD(       ) 2
 AK1052  NGVD 29 (??/??/92)    2.715  (m)            8.91   (f) ADJ UNCH    1 2
 AK1052  NGVD 29               2.71   (m)            8.9    (f) LEVELING    3  
 AK1052
 AK1052.Superseded values are not recommended for survey control.
 AK1052
 AK1052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1052.See file dsdata.pdf to determine how the superseded data were derived.
 AK1052
 AK1052_MARKER: DD = SURVEY DISK
 AK1052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1052_SP_SET: CONCRETE PAD
 AK1052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1052
 AK1052  HISTORY     - Date     Condition        Report By
 AK1052  HISTORY     - UNK      MONUMENTED       DOD
 AK1052  HISTORY     - 1966     GOOD             CGS
 AK1052
 AK1052                          STATION DESCRIPTION
 AK1052
 AK1052'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK1052'AT MERRITT ISLAND.
 AK1052'LOCATED AT THE CIF ANTENNA SITE, 40 FEET SOUTHWEST OF THE
 AK1052'CENTERLINE OF A BLACK TOP ROAD AND 12 FEET NORTHEAST OF THE
 AK1052'NORTHEAST SIDE OF A WAVE GUIDE TROUGH.  THE DISK IS SET IN A
 AK1052'DRILL HOLE IN THE CENTER OF A 10 FOOT SQUARE CONCRETE PAD AND IS
 AK1052'FLUSH WITH THE SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6276 ***********************************************************************
 AK6276  DESIGNATION -  1.21.9 1965
 AK6276  PID         -  AK6276
 AK6276  STATE/COUNTY-  FL/BREVARD
 AK6276  COUNTRY     -  US
 AK6276  USGS QUAD   -  ORSINO (2018)
 AK6276
 AK6276                         *CURRENT SURVEY CONTROL
 AK6276  ______________________________________________________________________
 AK6276* NAD 83(1990) POSITION- 28 32 31.58847(N) 080 38 38.08221(W)   ADJUSTED
 AK6276* NAVD 88 ORTHO HEIGHT -     8.21  (+/-2cm)       26.9   (feet) VERTCON3
 AK6276  ______________________________________________________________________
 AK6276  GEOID HEIGHT    -        -28.201 (meters)                     GEOID18
 AK6276  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 AK6276  HORZ ORDER      -  SECOND
 AK6276  VERT ORDER      -  THIRD ? (See Below)
 AK6276
 AK6276.The horizontal coordinates were established by classical geodetic methods
 AK6276.and adjusted by the National Geodetic Survey in May 1991.
 AK6276
 AK6276.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6276
 AK6276.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6276.GEOID18 height accuracy estimate available here.
 AK6276
 AK6276.The vertical order pertains to the NGVD 29 superseded value.
 AK6276
 AK6276.Click photographs - Photos may exist for this station.
 AK6276
 AK6276.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6276
 AK6276. The following values were computed from the NAD 83(1990) position.
 AK6276
 AK6276;                    North         East     Units Scale Factor Converg.
 AK6276;SPC FL E     -   466,335.671   234,846.731   MT  0.99995616   +0 10 12.5
 AK6276;SPC FL E     - 1,529,969.61    770,492.98   sFT  0.99995616   +0 10 12.5
 AK6276;UTM  17      - 3,157,308.541   534,834.842   MT  0.99961498   +0 10 12.5
 AK6276
 AK6276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6276!SPC FL E     -   1.00000314  x   0.99995616  =   0.99995930
 AK6276!UTM  17      -   1.00000314  x   0.99961498  =   0.99961812
 AK6276
 AK6276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3483457308(NAD 83)
 AK6276
 AK6276                          SUPERSEDED SURVEY CONTROL
 AK6276
 AK6276  NAD 83(1986)-  28 32 31.59477(N)    080 38 38.09511(W) AD(       ) 2
 AK6276  NAD 27      -  28 32 30.60229(N)    080 38 38.91173(W) AD(       ) 2
 AK6276  NGVD 29               8.60   (m)           28.2    (f) LEVELING    3  
 AK6276
 AK6276.Superseded values are not recommended for survey control.
 AK6276
 AK6276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6276.See file dsdata.pdf to determine how the superseded data were derived.
 AK6276
 AK6276_MARKER: DD = SURVEY DISK
 AK6276_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK6276+WITH SETTING: PAVEMENT
 AK6276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6276+STABILITY: SURFACE MOTION
 AK6276
 AK6276  HISTORY     - Date     Condition        Report By
 AK6276  HISTORY     - 1965     MONUMENTED       CGS
 AK6276
 AK6276                          STATION DESCRIPTION
 AK6276
 AK6276'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6276'LOCATED ON THE MERRITT ISLAND LAUNCH AREA, ON THE ROOF AND NORTH
 AK6276'SIDE OF THE CIF ANTENNA BUILDING NO L 7 1557.  A SMOOTH BRASS
 AK6276'DISK, CEMENTED IN A DRILL HOLE IN THE APPROXIMATE CENTER OF A
 AK6276'6 X 6 FOOT CONCRETE ANTENNA PAD THAT PROJECTS ABOUT 5 INCHES
 AK6276'ABOVE THE ROOF SURFACE.  A PUNCH HOLE WITHIN A TRIANGLE MARKS
 AK6276'THE STATION AND THE DISK IS STAMPED 1-21-9.
 AK6276'
 AK6276'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PETTEY
 AK6276'AND THE DISTANCE IS SHOWN ABOVE.
 AK6276'
 AK6276'TO REACH FROM THE JUNCTION OF THE NASA CAUSEWAY AND C AVE. S.E.,
 AK6276'GO NORTHEASTERLY FOR 1.3 MILES TO THE CIF ANTENNA BUILDING NO
 AK6276'L 7 1557 AND THE STATION AS DESCRIBED.
 AK6276'
 AK6276'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5138 ***********************************************************************
 AK5138  DESIGNATION -  1.6 TEMP PAA
 AK5138  PID         -  AK5138
 AK5138  STATE/COUNTY-  FL/BREVARD
 AK5138  COUNTRY     -  US
 AK5138  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK5138
 AK5138                         *CURRENT SURVEY CONTROL
 AK5138  ______________________________________________________________________
 AK5138* NAD 83(1986) POSITION- 28 26 37.     (N) 080 33 29.     (W)   SCALED
 AK5138* NAVD 88 ORTHO HEIGHT -     2.577 (meters)        8.45  (feet) ADJUSTED
 AK5138  ______________________________________________________________________
 AK5138  GEOID HEIGHT    -        -28.262 (meters)                     GEOID18
 AK5138  DYNAMIC HEIGHT  -          2.574 (meters)        8.44  (feet) COMP
 AK5138  MODELED GRAVITY -    979,227.0   (mgal)                       NAVD 88
 AK5138
 AK5138  VERT ORDER      -  FIRST     CLASS II
 AK5138
 AK5138.The horizontal coordinates were scaled from a map and have
 AK5138.an estimated accuracy of +/- 6 seconds.
 AK5138
 AK5138.The orthometric height was determined by differential leveling and
 AK5138.adjusted by the NATIONAL GEODETIC SURVEY
 AK5138.in June 1991.
 AK5138
 AK5138.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5138.GEOID18 height accuracy estimate available here.
 AK5138
 AK5138.Click photographs - Photos may exist for this station.
 AK5138
 AK5138.The dynamic height is computed by dividing the NAVD 88
 AK5138.geopotential number by the normal gravity value computed on the
 AK5138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5138.degrees latitude (g = 980.6199 gals.).
 AK5138
 AK5138.The modeled gravity was interpolated from observed gravity values.
 AK5138
 AK5138;                    North         East    Units  Estimated Accuracy
 AK5138;SPC FL E     -   455,450.      243,290.      MT  (+/- 180 meters Scaled)
 AK5138
 AK5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM432464(NAD 83)
 AK5138
 AK5138                          SUPERSEDED SURVEY CONTROL
 AK5138
 AK5138  NGVD 29 (09/01/92)    2.951  (m)            9.68   (f) ADJUSTED    1 2
 AK5138
 AK5138.Superseded values are not recommended for survey control.
 AK5138
 AK5138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5138.See file dsdata.pdf to determine how the superseded data were derived.
 AK5138
 AK5138_MARKER: DD = SURVEY DISK
 AK5138_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK5138_SP_SET: BUILDING
 AK5138_STAMPING: 1.6 TEMP PAA
 AK5138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK5138
 AK5138  HISTORY     - Date     Condition        Report By
 AK5138  HISTORY     - UNK      MONUMENTED       DOD
 AK5138  HISTORY     - 1976     GOOD             DOD
 AK5138
 AK5138                          STATION DESCRIPTION
 AK5138
 AK5138'DESCRIBED BY US DEPARTMENT OF DEFENSE 1976
 AK5138'IN CAPE CANAVERAL MISSILE BASE.
 AK5138'LOCATED AT THE SOUTHWEST CORNER OF A CONCRETE BLOCK BUILDING NO
 AK5138'5-01248.  116 FEET SOUTHEAST OF THE EAST EDGE OF PIER ROAD AND 6 FEET
 AK5138'NORTHWEST OF THE SOUTHWEST CORNER OF THE BUILDING.  THE DISK IS
 AK5138'CEMENTED IN THE TOP OF AN 8 X 8 INCH CONCRETE POST AND THE POST IS SET
 AK5138'FLUSH WITH A BLACK-TOP SURFACE.  TO REACH FROM THE SOUTH END OF CAPE
 AK5138'CANAVERAL MISSILE BASE, AT A T INTERSECTION OF CAPE ROAD AND PIER
 AK5138'ROAD.  GO EASTERLY AND NORTHEASTERLY ON PIER ROAD FOR 2.55 MILES TO
 AK5138'THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0488 ***********************************************************************
 AS0488  DESIGNATION -  10
 AS0488  PID         -  AS0488
 AS0488  STATE/COUNTY-  FL/FRANKLIN
 AS0488  COUNTRY     -  US
 AS0488  USGS QUAD   -  GREEN POINT (2018)
 AS0488
 AS0488                         *CURRENT SURVEY CONTROL
 AS0488  ______________________________________________________________________
 AS0488* NAD 83(1986) POSITION- 29 45 16.     (N) 084 50 27.     (W)   SCALED
 AS0488* NAVD 88 ORTHO HEIGHT -     2.243 (meters)        7.36  (feet) ADJUSTED
 AS0488  ______________________________________________________________________
 AS0488  GEOID HEIGHT    -        -27.105 (meters)                     GEOID18
 AS0488  DYNAMIC HEIGHT  -          2.240 (meters)        7.35  (feet) COMP
 AS0488  MODELED GRAVITY -    979,316.0   (mgal)                       NAVD 88
 AS0488
 AS0488  VERT ORDER      -  SECOND    CLASS I
 AS0488
 AS0488.The horizontal coordinates were scaled from a map and have
 AS0488.an estimated accuracy of +/- 6 seconds.
 AS0488
 AS0488.The orthometric height was determined by differential leveling and
 AS0488.adjusted by the NATIONAL GEODETIC SURVEY
 AS0488.in June 1991.
 AS0488
 AS0488.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0488.GEOID18 height accuracy estimate available here.
 AS0488
 AS0488.Click photographs - Photos may exist for this station.
 AS0488
 AS0488.The dynamic height is computed by dividing the NAVD 88
 AS0488.geopotential number by the normal gravity value computed on the
 AS0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0488.degrees latitude (g = 980.6199 gals.).
 AS0488
 AS0488.The modeled gravity was interpolated from observed gravity values.
 AS0488
 AS0488;                    North         East    Units  Estimated Accuracy
 AS0488;SPC FL N     -    83,680.      567,030.      MT  (+/- 180 meters Scaled)
 AS0488
 AS0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT087935(NAD 83)
 AS0488
 AS0488                          SUPERSEDED SURVEY CONTROL
 AS0488
 AS0488.No superseded survey control is available for this station.
 AS0488
 AS0488_STAMPING: 10 8.01
 AS0488
 AS0488  HISTORY     - Date     Condition        Report By
 AS0488  HISTORY     - 1979     MONUMENTED       FLDT
 AS0488  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AS0488  HISTORY     - 19971114 GOOD             USPSQD
 AS0488  HISTORY     - 20180206 MARK NOT FOUND   FLDEP
 AS0488
 AS0488                          STATION DESCRIPTION
 AS0488
 AS0488'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0488'2.7 MI NE FROM EASTPOINT.
 AS0488'FROM THE POST OFFICE AT EASTPOINT, GO 2.7 MILES NORTHEAST ALONG U. S.
 AS0488'HIGHWAYS 98 AND 319, ABOUT 0.5 MILE SOUTHWEST OF JUNCTION OF STATE
 AS0488'HIGHWAY 65 AND U. S. HIGHWAY 98. IT IS SET IN THE TOP OF A CONCRETE
 AS0488'HEADWALL FOR TWIN BOX CULVERTS, 59.5 FEET EAST OF A TELEPHONE POLE, 29
 AS0488'FEET NORTH OF THE CENTER OF U. S. HIGHWAY 98, 12 FEET WEST OF EAST END
 AS0488'OF CONCRETE HEADWALL AND 4.6 FEET NORTH OF A METAL GUARDRAIL.
 AS0488
 AS0488                          STATION RECOVERY (1986)
 AS0488
 AS0488'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0488'MARK NOT FOUND.
 AS0488
 AS0488                          STATION RECOVERY (1997)
 AS0488
 AS0488'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0488'RECOVERED IN GOOD CONDITION.
 AS0488
 AS0488                          STATION RECOVERY (2018)
 AS0488
 AS0488'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AS0488'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3541 ***********************************************************************
 BE3541  DESIGNATION -  10
 BE3541  PID         -  BE3541
 BE3541  STATE/COUNTY-  FL/BAY
 BE3541  COUNTRY     -  US
 BE3541  USGS QUAD   -  ALLANTON (2018)
 BE3541
 BE3541                         *CURRENT SURVEY CONTROL
 BE3541  ______________________________________________________________________
 BE3541* NAD 83(1990) POSITION- 30 02 53.74460(N) 085 24 57.29171(W)   ADJUSTED
 BE3541* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 BE3541  ______________________________________________________________________
 BE3541  GEOID HEIGHT    -        -27.630 (meters)                     GEOID18
 BE3541  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 BE3541  HORZ ORDER      -  SECOND
 BE3541
 BE3541.The horizontal coordinates were established by classical geodetic methods
 BE3541.and adjusted by the National Geodetic Survey in May 1991.
 BE3541
 BE3541.The orthometric height was scaled from a topographic map.
 BE3541
 BE3541.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3541.GEOID18 height accuracy estimate available here.
 BE3541
 BE3541.Click photographs - Photos may exist for this station.
 BE3541
 BE3541.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE3541
 BE3541. The following values were computed from the NAD 83(1990) position.
 BE3541
 BE3541;                    North         East     Units Scale Factor Converg.
 BE3541;SPC FL N     -   116,551.745   511,674.939   MT  0.99995058   -0 27 37.0
 BE3541;SPC FL N     -   382,386.85  1,678,720.20   sFT  0.99995058   -0 27 37.0
 BE3541;UTM  16      - 3,325,190.508   652,717.184   MT  0.99988775   +0 47 36.1
 BE3541
 BE3541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3541!SPC FL N     -   1.00000421  x   0.99995058  =   0.99995479
 BE3541!UTM  16      -   1.00000421  x   0.99988775  =   0.99989196
 BE3541
 BE3541:                Primary Azimuth Mark                     Grid Az
 BE3541:SPC FL N     -  5                                        134 24 53.7
 BE3541:UTM  16      -  5                                        133 09 40.6
 BE3541
 BE3541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5271725190(NAD 83)
 BE3541
 BE3541|---------------------------------------------------------------------|
 BE3541| PID    Reference Object                     Distance      Geod. Az  |
 BE3541|                                                           dddmmss.s |
 BE3541| CW2607 10 RM 1                              29.910 METERS 13338     |
 BE3541| BE3546 5                                   APPROX. 1.6 KM 1335716.7 |
 BE3541| CW2608 10 RM 2                              23.130 METERS 24853     |
 BE3541| BE3540 CHIM                                APPROX. 1.0 KM 3082648.3 |
 BE3541|---------------------------------------------------------------------|
 BE3541
 BE3541                          SUPERSEDED SURVEY CONTROL
 BE3541
 BE3541  NAD 83(1986)-  30 02 53.75476(N)    085 24 57.30641(W) AD(       ) 2
 BE3541  NAD 27      -  30 02 53.02300(N)    085 24 57.59100(W) AD(       ) 2
 BE3541
 BE3541.Superseded values are not recommended for survey control.
 BE3541
 BE3541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3541.See file dsdata.pdf to determine how the superseded data were derived.
 BE3541
 BE3541_MARKER: DB = BENCH MARK DISK
 BE3541_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BE3541
 BE3541  HISTORY     - Date     Condition        Report By
 BE3541  HISTORY     - 1934     MONUMENTED       USACE
 BE3541  HISTORY     - 1946     GOOD             CGS
 BE3541  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 BE3541
 BE3541                          STATION DESCRIPTION
 BE3541
 BE3541'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1934 (WDP)
 BE3541'STATION IS LOCATED ON THE NE SHORE OF EAST BAY.  ON A POINT
 BE3541'ABOUT 1/2 MILE E OF HARRISON BAYOU, LOCALLY KNOWN AS SANDY
 BE3541'CREEK.  ABOUT 1 MILE NW OF THE WETAPPO RIVER.  33.0 METERS E
 BE3541'OF THE W SHORE.  49.0 METERS N OF THE S SHORE.  AND 66.0 METERS
 BE3541'NE OF THE POINT.  STATION IS MARKED BY A CORPS OF ENGINEERS
 BE3541'BENCH MARK DISK SET IN CONCRETE IN THE TOP OF A 4-INCH IRON
 BE3541'PIPE AND STAMPED U.S.E.D. 10.
 BE3541'
 BE3541'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 BE3541'CONCRETE, IN THE TOP OF A TILE.
 BE3541'
 BE3541'REFERENCE MARK NO. 1, 1934 IS LOCATED 29.9 METERS S OF THE
 BE3541'STATION.  SET IN THE TOP OF A 6-INCH TILE PIPE.  AND STAMPED
 BE3541'U.S.E.D. 10, 1934 NO. 1.  REFERENCE MARK NO. 2, 1934 IS LOCATED
 BE3541'23.1 METERS W OF THE STATION.  SET IN THE TOP OF A 6-INCH TILE
 BE3541'PIPE.  AND STAMPED U.S.E.D. 10, 1934 NO. 2.
 BE3541'
 BE3541'HEIGHT OF LIGHT ABOVE STATION MARK 20.5 METERS.
 BE3541
 BE3541                          STATION RECOVERY (1946)
 BE3541
 BE3541'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BE3541'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 BE3541'CONDITION.  DESCRIPTION IS ADEQUATE.  DISTANCES FROM REFERENCE
 BE3541'MARKS TO STATION MEASURED AND FOUND TO BE CORRECT.
 BE3541
 BE3541                          STATION RECOVERY (1995)
 BE3541
 BE3541'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE3541'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2656 ***********************************************************************
 DM2656  DESIGNATION -  10
 DM2656  PID         -  DM2656
 DM2656  STATE/COUNTY-  FL/WAKULLA
 DM2656  COUNTRY     -  US
 DM2656  USGS QUAD   -  SAINT MARKS (2018)
 DM2656
 DM2656                         *CURRENT SURVEY CONTROL
 DM2656  ______________________________________________________________________
 DM2656* NAD 83(1986) POSITION- 30 09 16.3    (N) 084 12 15.6    (W)   HD_HELD2
 DM2656* NAVD 88 ORTHO HEIGHT -     1.412 (meters)        4.63  (feet) ADJUSTED
 DM2656  ______________________________________________________________________
 DM2656  GEOID HEIGHT    -        -27.546 (meters)                     GEOID18
 DM2656  DYNAMIC HEIGHT  -          1.410 (meters)        4.63  (feet) COMP
 DM2656  MODELED GRAVITY -    979,332.7   (mgal)                       NAVD 88
 DM2656
 DM2656  VERT ORDER      -  FIRST     CLASS II
 DM2656
 DM2656.The horizontal coordinates were established by autonomous hand held GPS
 DM2656.observations and have an estimated accuracy of +/- 10 meters.
 DM2656
 DM2656.The orthometric height was determined by differential leveling and
 DM2656.adjusted by the NATIONAL GEODETIC SURVEY
 DM2656.in September 2010.
 DM2656
 DM2656.No vertical observational check was made to the station.
 DM2656
 DM2656.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2656.GEOID18 height accuracy estimate available here.
 DM2656
 DM2656.Click photographs - Photos may exist for this station.
 DM2656
 DM2656.The dynamic height is computed by dividing the NAVD 88
 DM2656.geopotential number by the normal gravity value computed on the
 DM2656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2656.degrees latitude (g = 980.6199 gals.).
 DM2656
 DM2656.The modeled gravity was interpolated from observed gravity values.
 DM2656
 DM2656;                    North         East    Units  Estimated Accuracy
 DM2656;SPC FL N     -   128,013.      628,482.      MT  (+/- 10 meters HH2 GPS)
 DM2656
 DM2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU6927039210(NAD 83)
 DM2656
 DM2656                          SUPERSEDED SURVEY CONTROL
 DM2656
 DM2656.No superseded survey control is available for this station.
 DM2656
 DM2656_STAMPING: BM 10
 DM2656_MARK LOGO: USACE
 DM2656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2656+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2008
 DM2656
 DM2656  HISTORY     - Date     Condition        Report By
 DM2656  HISTORY     - UNK      MONUMENTED       USACE
 DM2656  HISTORY     - 20081201 GOOD             FLDEP
 DM2656  HISTORY     - 20180615 MARK NOT FOUND   FLDEP
 DM2656
 DM2656                          STATION DESCRIPTION
 DM2656
 DM2656'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DM2656'THE MARK IS IN SAINT MARKS, IN SECTION 11, TOWNSHIP 4 SOUTH, RANGE 1
 DM2656'EAST.
 DM2656'
 DM2656'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND STATE
 DM2656'ROAD 363 ABOUT 2.3 MI (3.7 KM) NORTH OF ST. MARKS, GO SOUTH ON STATE
 DM2656'ROAD 363 FOR 2.6 MI (4.2 KM) TO THE JUNCTION OF RIVERSIDE DRIVE.  TURN
 DM2656'RIGHT ON RIVERSIDE DRIVE AND GO WEST FOR 0.05 MI (0.1 KM) TO THE ST.
 DM2656'MARKS TRAIL CROSSING (BIKE PATH) AND THE MARK ON THE RIGHT, CENTERED
 DM2656'IN THE TOP OF AN ASPHALT BIKE TRAIL FLUSH WITH THE BIKE TRAIL AND
 DM2656'LEVEL WITH RIVERSIDE DRIVE.
 DM2656'
 DM2656'LOCATED 80.0 FT (24.4 M) WEST OF A CONCRETE BLOCK BUILDING, 36.5 FT
 DM2656'(11.1 M) EAST-SOUTHEAST OF A POWER POLE NUMBER 5-29443, 30.3 FT (9.2
 DM2656'M) SOUTHEAST OF AN 18-INCH (46 CM) DIAMETER PINE TREE AND 20.0 FT (6.1
 DM2656'M) NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF RIVERSIDE DRIVE.
 DM2656
 DM2656                          STATION RECOVERY (2018)
 DM2656
 DM2656'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 DM2656'NOT RECOVERED.  BIKE TRAIL HAS BEEN REPAVED AND THE DISTANCE FALLS IN
 DM2656'THE PAVED AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1745 ***********************************************************************
 DL1745  DESIGNATION -  10 03 G01
 DL1745  PID         -  DL1745
 DL1745  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1745  COUNTRY     -  US
 DL1745  USGS QUAD   -  RUSKIN (2018)
 DL1745
 DL1745                         *CURRENT SURVEY CONTROL
 DL1745  ______________________________________________________________________
 DL1745* NAD 83(1986) POSITION- 27 41 12.     (N) 082 28 13.     (W)   SCALED
 DL1745* NAVD 88 ORTHO HEIGHT -     6.767 (meters)       22.20  (feet) ADJUSTED
 DL1745  ______________________________________________________________________
 DL1745  GEOID HEIGHT    -        -24.730 (meters)                     GEOID18
 DL1745  DYNAMIC HEIGHT  -          6.757 (meters)       22.17  (feet) COMP
 DL1745  MODELED GRAVITY -    979,157.2   (mgal)                       NAVD 88
 DL1745
 DL1745  VERT ORDER      -  FIRST     CLASS II
 DL1745
 DL1745.The horizontal coordinates were scaled from a map and have
 DL1745.an estimated accuracy of +/- 6 seconds.
 DL1745
 DL1745.The orthometric height was determined by differential leveling and
 DL1745.adjusted by the NATIONAL GEODETIC SURVEY
 DL1745.in July 2009.
 DL1745
 DL1745.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1745.GEOID18 height accuracy estimate available here.
 DL1745
 DL1745.Click photographs - Photos may exist for this station.
 DL1745
 DL1745.The dynamic height is computed by dividing the NAVD 88
 DL1745.geopotential number by the normal gravity value computed on the
 DL1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1745.degrees latitude (g = 980.6199 gals.).
 DL1745
 DL1745.The modeled gravity was interpolated from observed gravity values.
 DL1745
 DL1745;                    North         East    Units  Estimated Accuracy
 DL1745;SPC FL W     -   371,580.      153,610.      MT  (+/- 180 meters Scaled)
 DL1745
 DL1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL550633(NAD 83)
 DL1745
 DL1745                          SUPERSEDED SURVEY CONTROL
 DL1745
 DL1745.No superseded survey control is available for this station.
 DL1745
 DL1745_MARKER: DD = SURVEY DISK
 DL1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1745_STAMPING: 10 03 G01 GPS
 DL1745_MARK LOGO: FLDT
 DL1745_PROJECTION: RECESSED 20 CENTIMETERS
 DL1745_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1745+STABILITY: SURFACE MOTION
 DL1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1745+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2007
 DL1745
 DL1745  HISTORY     - Date     Condition        Report By
 DL1745  HISTORY     - 19190101 MONUMENTED       FLDT
 DL1745  HISTORY     - 20070711 GOOD             FLDEP
 DL1745
 DL1745                          STATION DESCRIPTION
 DL1745
 DL1745'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL1745'THE MARK IS ABOUT 16.0 MI (27.4 KM) NORTHEAST OF BRADENTON, 9.0 MI
 DL1745'(17.7 KM) NORTHEAST OF RUBONIA, 3.0 MI (2.9 KM) SOUTHWEST OF RUSKIN,
 DL1745'IN SECTION 23, TOWNSHIP 32 SOUTH, RANGE 18 EAST.
 DL1745'
 DL1745'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL)
 DL1745'AND STATE HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO SOUTH ON U.S.
 DL1745'HIGHWAY 41 (TAMIAMI TRAIL) FOR 3.15 MI (3.0 KM) TO THE JUNCTION OF
 DL1745'COCKROACH BAY ROAD ON THE RIGHT AND THE MARK ON THE LEFT, SET IN THE
 DL1745'TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.8 FT (0.0 M) BELOW THE
 DL1745'LEVEL OF THE GROUND AND ABOUT LEVEL WITH U.S. HIGHWAY 41 NORTHBOUND
 DL1745'LANES.
 DL1745'
 DL1745'LOCATED 189.0 FT (57.6 M) SOUTHWEST OF THE EXTENDED CENTERLINE OF
 DL1745'COCKROACH BAY ROAD, 132.7 FT (40.4 M) SOUTHWEST OF THE SOUTHWEST EDGE
 DL1745'OF THE MEDIAN CROSS OVER. 35.5 FT (10.8 M) SOUTHEAST OF THE CENTERLINE
 DL1745'OF U.S. HIGHWAY 41 SOUTHBOUND LANES, 29.5 FT (9.0 M) NORTHWEST OF THE
 DL1745'CENTERLINE OF U.S. HIGHWAY 41 NORTHBOUND LANES, 5.7 FT (1.7 M)
 DL1745'NORTHWEST OF THE WEST EDGE OF THE PAVEMENT OF U.S. HIGHWAY 41
 DL1745'NORTHBOUND LANES AND 2.3 FT (0.7 M) SOUTHWEST OF A FLDT METAL WITNESS
 DL1745'POST.
 DL1745'
 DL1745'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL1745'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1585 ***********************************************************************
 BE1585  DESIGNATION -  10 29 M
 BE1585  PID         -  BE1585
 BE1585  STATE/COUNTY-  FL/WAKULLA
 BE1585  COUNTRY     -  US
 BE1585  USGS QUAD   -  SOPCHOPPY (2018)
 BE1585
 BE1585                         *CURRENT SURVEY CONTROL
 BE1585  ______________________________________________________________________
 BE1585* NAD 83(1986) POSITION- 30 01 46.     (N) 084 23 25.     (W)   SCALED
 BE1585* NAVD 88 ORTHO HEIGHT -     2.809 (meters)        9.22  (feet) ADJUSTED
 BE1585  ______________________________________________________________________
 BE1585  GEOID HEIGHT    -        -27.347 (meters)                     GEOID18
 BE1585  DYNAMIC HEIGHT  -          2.805 (meters)        9.20  (feet) COMP
 BE1585  MODELED GRAVITY -    979,330.6   (mgal)                       NAVD 88
 BE1585
 BE1585  VERT ORDER      -  SECOND    CLASS I
 BE1585
 BE1585.The horizontal coordinates were scaled from a map and have
 BE1585.an estimated accuracy of +/- 6 seconds.
 BE1585
 BE1585.The orthometric height was determined by differential leveling and
 BE1585.adjusted by the NATIONAL GEODETIC SURVEY
 BE1585.in June 1991.
 BE1585
 BE1585.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1585.GEOID18 height accuracy estimate available here.
 BE1585
 BE1585.Click photographs - Photos may exist for this station.
 BE1585
 BE1585.The dynamic height is computed by dividing the NAVD 88
 BE1585.geopotential number by the normal gravity value computed on the
 BE1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1585.degrees latitude (g = 980.6199 gals.).
 BE1585
 BE1585.The modeled gravity was interpolated from observed gravity values.
 BE1585
 BE1585;                    North         East    Units  Estimated Accuracy
 BE1585;SPC FL N     -   114,120.      610,580.      MT  (+/- 180 meters Scaled)
 BE1585
 BE1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU516249(NAD 83)
 BE1585
 BE1585                          SUPERSEDED SURVEY CONTROL
 BE1585
 BE1585.No superseded survey control is available for this station.
 BE1585
 BE1585_STAMPING: 10 29 M 1943
 BE1585_MARK LOGO: USGS
 BE1585
 BE1585  HISTORY     - Date     Condition        Report By
 BE1585  HISTORY     - 1943     MONUMENTED       USGS
 BE1585  HISTORY     - 1977     GOOD             FLDNR
 BE1585  HISTORY     - 1986     GOOD             FLDNR
 BE1585  HISTORY     - 20200629 MARK NOT FOUND   FLDEP
 BE1585
 BE1585                          STATION DESCRIPTION
 BE1585
 BE1585'DESCRIBED BY FL DEPT OF NAT RES 1977
 BE1585'PANACEA.
 BE1585'BEGINNING AT THE POST OFFICE AT PANACEA GO SOUTHERLY ALONG US 98 0.05
 BE1585'MILES OR 460 FEET. MARK BEARS 40 FEET EAST OF US 98 CENTERLINE, 18
 BE1585'FEET NORTHEAST OF A UTILITY POLE.
 BE1585
 BE1585                          STATION RECOVERY (1986)
 BE1585
 BE1585'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BE1585'RECOVERED IN GOOD CONDITION.
 BE1585
 BE1585                          STATION RECOVERY (2020)
 BE1585
 BE1585'RECOVERY NOTE BY FL DEPT OF ENV PRO 2020 (KLB)
 BE1585'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7486 ***********************************************************************
 AL7486  DESIGNATION -  10 71 A14
 AL7486  PID         -  AL7486
 AL7486  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7486  COUNTRY     -  US
 AL7486  USGS QUAD   -  PLANT CITY EAST (2018)
 AL7486
 AL7486                         *CURRENT SURVEY CONTROL
 AL7486  ______________________________________________________________________
 AL7486* NAD 83(1990) POSITION- 28 00 26.81128(N) 082 07 00.21994(W)   ADJUSTED
 AL7486* NAVD 88 ORTHO HEIGHT -    39.28  (+/-2cm)      128.9   (feet) VERTCON3
 AL7486  ______________________________________________________________________
 AL7486  GEOID HEIGHT    -        -25.646 (meters)                     GEOID18
 AL7486  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 AL7486  HORZ ORDER      -  SECOND
 AL7486  VERT ORDER      -  THIRD ? (See Below)
 AL7486
 AL7486.The horizontal coordinates were established by classical geodetic methods
 AL7486.and adjusted by the National Geodetic Survey in May 1991.
 AL7486
 AL7486.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7486
 AL7486.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7486.GEOID18 height accuracy estimate available here.
 AL7486
 AL7486.The vertical order pertains to the NGVD 29 superseded value.
 AL7486
 AL7486.Click photographs - Photos may exist for this station.
 AL7486
 AL7486.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7486
 AL7486. The following values were computed from the NAD 83(1990) position.
 AL7486
 AL7486;                    North         East     Units Scale Factor Converg.
 AL7486;SPC FL W     -   407,039.766   188,519.900   MT  0.99994280   -0 03 17.3
 AL7486;SPC FL W     - 1,335,429.63    618,502.37   sFT  0.99994280   -0 03 17.3
 AL7486;UTM  17      - 3,098,529.872   390,204.145   MT  0.99974879   -0 31 28.0
 AL7486
 AL7486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7486!SPC FL W     -   0.99999786  x   0.99994280  =   0.99994066
 AL7486!UTM  17      -   0.99999786  x   0.99974879  =   0.99974665
 AL7486
 AL7486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9020498529(NAD 83)
 AL7486
 AL7486                          SUPERSEDED SURVEY CONTROL
 AL7486
 AL7486  NAD 83(1986)-  28 00 26.81782(N)    082 07 00.24194(W) AD(       ) 2
 AL7486  NGVD 29              39.54   (m)          129.7    (f) LEVELING    3  
 AL7486
 AL7486.Superseded values are not recommended for survey control.
 AL7486
 AL7486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7486.See file dsdata.pdf to determine how the superseded data were derived.
 AL7486
 AL7486_MARKER: DD = SURVEY DISK
 AL7486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7486_MARK LOGO: FLDT
 AL7486_PROJECTION: FLUSH
 AL7486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7486+STABILITY: SURFACE MOTION
 AL7486
 AL7486  HISTORY     - Date     Condition        Report By
 AL7486  HISTORY     - UNK      MONUMENTED       FLDT
 AL7486  HISTORY     - 1983     GOOD             FL-057
 AL7486  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL7486
 AL7486                          STATION DESCRIPTION
 AL7486
 AL7486'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7486'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE INTERSECTION OF
 AL7486'HWY 39 AND INTERSTATE 4.
 AL7486'
 AL7486'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND INTERSTATE 4
 AL7486'PROCEED SOUTH ON HWY 39 1.3 MILES TO THE INTERSECTION WITH BAKER
 AL7486'STREET, THEN EAST ON BAKER STREET TO THE INTERSECTION WITH COLLINS
 AL7486'STREET, THEN SOUTH ON COLLINS STREET 0.55 MILE TO THE INTERSECTION
 AL7486'WITH ALSOBROOK STREET, THEN EAST ON ALSOBROOK 0.25 MILE.  STATION IS
 AL7486'ON THE NORTH SIDE OF STREET.
 AL7486'
 AL7486'THE STATION IS A STANDARD FLORIDA STATE DEPARTMENT OF TRANSPORTATION
 AL7486'BRONZE DISK SET IN THE TOP OF A 4 INCH BY 4 INCH CONCRETE POST FLUSH
 AL7486'WITH THE GROUND, LOCATED 4 FEET EAST OF A METAL WITNESS POST, 25.5
 AL7486'FEET WEST OF A POWER POLE WITH METAL TAG, 64 FEET EAST OF A POWER POLE
 AL7486'WITH METAL TAG, 82.8 FEET NORTH NORTHWEST OF A 15 INCH MAPLE TREE, 22
 AL7486'FEET NORTH OF THE CENTERLINE OF EAST ALSOBROOK STREET.
 AL7486
 AL7486                          STATION RECOVERY (2006)
 AL7486
 AL7486'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL7486'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7487 ***********************************************************************
 AL7487  DESIGNATION -  10 71 A16
 AL7487  PID         -  AL7487
 AL7487  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7487  COUNTRY     -  US
 AL7487  USGS QUAD   -  PLANT CITY EAST (2018)
 AL7487
 AL7487                         *CURRENT SURVEY CONTROL
 AL7487  ______________________________________________________________________
 AL7487* NAD 83(1990) POSITION- 28 00 26.45354(N) 082 06 30.93225(W)   ADJUSTED
 AL7487* NAVD 88 ORTHO HEIGHT -    43.12  (+/-2cm)      141.5   (feet) VERTCON3
 AL7487  ______________________________________________________________________
 AL7487  GEOID HEIGHT    -        -25.665 (meters)                     GEOID18
 AL7487  LAPLACE CORR    -         -2.71  (seconds)                    DEFLEC18
 AL7487  HORZ ORDER      -  SECOND
 AL7487  VERT ORDER      -  THIRD ? (See Below)
 AL7487
 AL7487.The horizontal coordinates were established by classical geodetic methods
 AL7487.and adjusted by the National Geodetic Survey in May 1991.
 AL7487
 AL7487.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7487
 AL7487.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7487.GEOID18 height accuracy estimate available here.
 AL7487
 AL7487.The vertical order pertains to the NGVD 29 superseded value.
 AL7487
 AL7487.Click photographs - Photos may exist for this station.
 AL7487
 AL7487.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7487
 AL7487. The following values were computed from the NAD 83(1990) position.
 AL7487
 AL7487;                    North         East     Units Scale Factor Converg.
 AL7487;SPC FL W     -   407,028.015   189,320.009   MT  0.99994258   -0 03 03.6
 AL7487;SPC FL W     - 1,335,391.08    621,127.40   sFT  0.99994258   -0 03 03.6
 AL7487;UTM  17      - 3,098,511.568   391,003.974   MT  0.99974663   -0 31 14.3
 AL7487
 AL7487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7487!SPC FL W     -   0.99999726  x   0.99994258  =   0.99993984
 AL7487!UTM  17      -   0.99999726  x   0.99974663  =   0.99974389
 AL7487
 AL7487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9100398511(NAD 83)
 AL7487
 AL7487                          SUPERSEDED SURVEY CONTROL
 AL7487
 AL7487  NAD 83(1986)-  28 00 26.45986(N)    082 06 30.95411(W) AD(       ) 2
 AL7487  NGVD 29              43.39   (m)          142.4    (f) LEVELING    3  
 AL7487
 AL7487.Superseded values are not recommended for survey control.
 AL7487
 AL7487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7487.See file dsdata.pdf to determine how the superseded data were derived.
 AL7487
 AL7487_MARKER: DD = SURVEY DISK
 AL7487_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AL7487_MARK LOGO: FLDT
 AL7487_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7487
 AL7487  HISTORY     - Date     Condition        Report By
 AL7487  HISTORY     - UNK      MONUMENTED       FLDT
 AL7487  HISTORY     - 1983     GOOD             FL-057
 AL7487  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL7487
 AL7487                          STATION DESCRIPTION
 AL7487
 AL7487'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7487'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF THE INTERSECTION OF
 AL7487'HIGHWAY 39 AND INTERSTATE 4.
 AL7487'
 AL7487'TO REACH THE STATION FROM THE INTERSECTION OF HIGHWAY 39 AND
 AL7487'INTERSTATE 4 PROCEED SOUTH ON HIGHWAY 39 FOR 1.3 MILE TO THE
 AL7487'INTERSECTION WITH BAKER STREET, THEN EAST ON BAKER STREET TO THE
 AL7487'INTERSECTION WITH COLLINS STREET, THEN SOUTH ON COLLINS STREET FOR
 AL7487'0.55 MILE TO THE INTERSECTION WITH ALSOBROOK STREET (STATE ROAD
 AL7487'S-524-A EAST), THEN EAST ON ALSOBROOK STREET 0.75 MILE TO STATION ON
 AL7487'SOUTH SIDE OF STREET.
 AL7487'
 AL7487'THE STATION IS A STANDARD FLORIDA STATE DEPARTMENT OF TRANSPORTATION
 AL7487'BRONZE DISK SET INTO THE TOP OF A 4 INCH BY 4 INCH CONCRETE POST FLUSH
 AL7487'WITH THE GROUND, LOCATED 7.5 FEET NORTH OF A METAL WITNESS POST, 52
 AL7487'FEET EAST-NORTHEAST OF A TELEPHONE METAL WITNESS POST, 43.1 FEET
 AL7487'WEST-NORTHWEST OF A FENCE POST, 47.7 FEET SOUTH OF THE CENTERLINE OF
 AL7487'ALSOBROOK STREET.
 AL7487
 AL7487                          STATION RECOVERY (2006)
 AL7487
 AL7487'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL7487'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8621 ***********************************************************************
 AG8621  DESIGNATION -  10 71 B01A
 AG8621  PID         -  AG8621
 AG8621  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8621  COUNTRY     -  US
 AG8621  USGS QUAD   -  NICHOLS (2018)
 AG8621
 AG8621                         *CURRENT SURVEY CONTROL
 AG8621  ______________________________________________________________________
 AG8621* NAD 83(1990) POSITION- 27 59 47.08340(N) 082 06 47.54309(W)   NO CHECK
 AG8621* NAVD 88 ORTHO HEIGHT -    41.32  (+/-2cm)      135.6   (feet) VERTCON3
 AG8621  ______________________________________________________________________
 AG8621  GEOID HEIGHT    -        -25.619 (meters)                     GEOID18
 AG8621  LAPLACE CORR    -         -2.66  (seconds)                    DEFLEC18
 AG8621  HORZ ORDER      -  SECOND
 AG8621  VERT ORDER      -  THIRD ? (See Below)
 AG8621
 AG8621.The horizontal coordinates were established by classical geodetic methods
 AG8621.and adjusted by the National Geodetic Survey in May 1991.
 AG8621
 AG8621.No horizontal observational check was made to the station.
 AG8621
 AG8621.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8621
 AG8621.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8621.GEOID18 height accuracy estimate available here.
 AG8621
 AG8621.The vertical order pertains to the NGVD 29 superseded value.
 AG8621
 AG8621.Click photographs - Photos may exist for this station.
 AG8621
 AG8621.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8621
 AG8621. The following values were computed from the NAD 83(1990) position.
 AG8621
 AG8621;                    North         East     Units Scale Factor Converg.
 AG8621;SPC FL W     -   405,816.559   188,865.088   MT  0.99994271   -0 03 11.3
 AG8621;SPC FL W     - 1,331,416.49    619,634.88   sFT  0.99994271   -0 03 11.3
 AG8621;UTM  17      - 3,097,304.116   390,539.232   MT  0.99974788   -0 31 21.4
 AG8621
 AG8621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8621!SPC FL W     -   0.99999753  x   0.99994271  =   0.99994024
 AG8621!UTM  17      -   0.99999753  x   0.99974788  =   0.99974541
 AG8621
 AG8621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9053997304(NAD 83)
 AG8621
 AG8621                          SUPERSEDED SURVEY CONTROL
 AG8621
 AG8621  NAD 83(1986)-  27 59 47.09008(N)    082 06 47.56556(W) AD(       ) 2
 AG8621  NGVD 29              41.59   (m)          136.4    (f) LEVELING    3  
 AG8621
 AG8621.Superseded values are not recommended for survey control.
 AG8621
 AG8621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8621.See file dsdata.pdf to determine how the superseded data were derived.
 AG8621
 AG8621_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG8621+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2005
 AG8621
 AG8621  HISTORY     - Date     Condition        Report By
 AG8621  HISTORY     - UNK      MONUMENTED
 AG8621  HISTORY     - 1983     GOOD             FL-057
 AG8621  HISTORY     - 20051120 GOOD             USPSQD
 AG8621
 AG8621                          STATION DESCRIPTION
 AG8621
 AG8621'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AG8621'THE STATION IS LOCATED ABOUT 3 MILES SOUTH OF THE INTERSECTION OF
 AG8621'HWY 39 AND INTERSTATE 4.
 AG8621'
 AG8621'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND INTERSTATE
 AG8621'4 PROCEED SOUTH ON HWY 39 FOR 1.3 MILE TO THE INTERSECTION WITH
 AG8621'BAKER STREET, THEN CONTINUE SOUTH ON HWY 39 (COLLINS STREET), 1.4 MILE
 AG8621'TO THE INTERSECTION WITH S-39B, GO EAST ON S-39B AT THE WEST END OF
 AG8621'A CONCRETE HEADWALL.
 AG8621'
 AG8621'STATION MARK IS A STANDARD FLDT BRONZE DISK STAMPED---10-71-B01A---
 AG8621'LOCATED 4.3 FEET NORTH OF A METAL WITNESS POST, 41.9 FEET NORTH
 AG8621'NORTHEAST OF A 14 INCH OAK WITH METAL TAG, 51.1 FEET NORTHEAST OF A
 AG8621'10 INCH OAK WITH METAL TAG, 4.9 FEET NORTH OF THE WEST END OF A
 AG8621'CONCRETE HEADWALL, 24.6 FEET SOUTH OF THE CENTERLINE OF STATE ROAD
 AG8621'S-39B.
 AG8621
 AG8621                          STATION RECOVERY (2005)
 AG8621
 AG8621'RECOVERY NOTE BY US POWER SQUADRON 2005 (GJM)
 AG8621'SITE OF NEW WALGREENS PHARMACY, LANDSCAPING IS NEW .DRAINAGE IS NEW
 AG8621'DUE TO INSTALLATION OF WIDENED ROADS BOTH HWY 39 AND STATE ROAD 39B
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8622 ***********************************************************************
 AG8622  DESIGNATION -  10 71 B11
 AG8622  PID         -  AG8622
 AG8622  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8622  COUNTRY     -  US
 AG8622  USGS QUAD   -  DOVER (2018)
 AG8622
 AG8622                         *CURRENT SURVEY CONTROL
 AG8622  ______________________________________________________________________
 AG8622* NAD 83(1990) POSITION- 27 54 34.84530(N) 082 07 38.35658(W)   ADJUSTED
 AG8622* NAVD 88 ORTHO HEIGHT -    30.33  (+/-2cm)       99.5   (feet) VERTCON3
 AG8622  ______________________________________________________________________
 AG8622  GEOID HEIGHT    -        -25.356 (meters)                     GEOID18
 AG8622  LAPLACE CORR    -         -1.86  (seconds)                    DEFLEC18
 AG8622  HORZ ORDER      -  SECOND
 AG8622  VERT ORDER      -  THIRD ? (See Below)
 AG8622
 AG8622.The horizontal coordinates were established by classical geodetic methods
 AG8622.and adjusted by the National Geodetic Survey in May 1991.
 AG8622
 AG8622.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8622
 AG8622.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8622.GEOID18 height accuracy estimate available here.
 AG8622
 AG8622.The vertical order pertains to the NGVD 29 superseded value.
 AG8622
 AG8622.Click photographs - Photos may exist for this station.
 AG8622
 AG8622.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8622
 AG8622. The following values were computed from the NAD 83(1990) position.
 AG8622
 AG8622;                    North         East     Units Scale Factor Converg.
 AG8622;SPC FL W     -   396,206.863   187,466.747   MT  0.99994311   -0 03 34.5
 AG8622;SPC FL W     - 1,299,888.68    615,047.15   sFT  0.99994311   -0 03 34.5
 AG8622;UTM  17      - 3,087,708.036   389,062.596   MT  0.99975190   -0 31 39.8
 AG8622
 AG8622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8622!SPC FL W     -   0.99999922  x   0.99994311  =   0.99994233
 AG8622!UTM  17      -   0.99999922  x   0.99975190  =   0.99975112
 AG8622
 AG8622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8906287708(NAD 83)
 AG8622
 AG8622                          SUPERSEDED SURVEY CONTROL
 AG8622
 AG8622  NAD 83(1986)-  27 54 34.85312(N)    082 07 38.37974(W) AD(       ) 2
 AG8622  NGVD 29              30.63   (m)          100.5    (f) LEVELING    3  
 AG8622
 AG8622.Superseded values are not recommended for survey control.
 AG8622
 AG8622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8622.See file dsdata.pdf to determine how the superseded data were derived.
 AG8622
 AG8622_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8622+STABILITY: SURFACE MOTION
 AG8622
 AG8622  HISTORY     - Date     Condition        Report By
 AG8622  HISTORY     - UNK      MONUMENTED
 AG8622  HISTORY     - 1984     GOOD             FL-057
 AG8622
 AG8622                          STATION DESCRIPTION
 AG8622
 AG8622'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8622'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8622'
 AG8622'THE STATION IS LOCATED ON HWY 39, APPROXIMATELY 2.0 MILES NORTH
 AG8622'OF KEYSVILLE ROAD.
 AG8622'
 AG8622'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND KEYSVILLE
 AG8622'ROAD, PROCEED NORTH ON HWY 39 FOR ABOUT 2.0 MILES TO THE STATION ON
 AG8622'THE WEST SHOULDER OF HWY 39.
 AG8622'
 AG8622'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-71-B11---SET
 AG8622'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8622'BELOW GROUND, LOCATED 19.3 FEET WEST OF A PK NAIL IN THE CENTERLINE
 AG8622'OF HWY 39, 54.8 FEET SOUTHEAST OF A POWER POLE NUMBERED 40, 17.0
 AG8622'FEET SOUTHEAST OF A METAL JUNCTION BOX(TELEPHONE), 30.6 FEET EAST OF
 AG8622'A BARBWIRE FENCE.  THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY
 AG8622'TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8623 ***********************************************************************
 AG8623  DESIGNATION -  10 71 B12
 AG8623  PID         -  AG8623
 AG8623  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8623  COUNTRY     -  US
 AG8623  USGS QUAD   -  DOVER (2018)
 AG8623
 AG8623                         *CURRENT SURVEY CONTROL
 AG8623  ______________________________________________________________________
 AG8623* NAD 83(1990) POSITION- 27 53 51.17567(N) 082 07 38.15890(W)   ADJUSTED
 AG8623* NAVD 88 ORTHO HEIGHT -    30.53  (+/-2cm)      100.2   (feet) VERTCON3
 AG8623  ______________________________________________________________________
 AG8623  GEOID HEIGHT    -        -25.328 (meters)                     GEOID18
 AG8623  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 AG8623  HORZ ORDER      -  SECOND
 AG8623  VERT ORDER      -  THIRD ? (See Below)
 AG8623
 AG8623.The horizontal coordinates were established by classical geodetic methods
 AG8623.and adjusted by the National Geodetic Survey in May 1991.
 AG8623
 AG8623.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8623
 AG8623.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8623.GEOID18 height accuracy estimate available here.
 AG8623
 AG8623.The vertical order pertains to the NGVD 29 superseded value.
 AG8623
 AG8623.Click photographs - Photos may exist for this station.
 AG8623
 AG8623.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8623
 AG8623. The following values were computed from the NAD 83(1990) position.
 AG8623
 AG8623;                    North         East     Units Scale Factor Converg.
 AG8623;SPC FL W     -   394,862.663   187,470.755   MT  0.99994311   -0 03 34.4
 AG8623;SPC FL W     - 1,295,478.59    615,060.30   sFT  0.99994311   -0 03 34.4
 AG8623;UTM  17      - 3,086,364.105   389,055.624   MT  0.99975192   -0 31 39.0
 AG8623
 AG8623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8623!SPC FL W     -   0.99999918  x   0.99994311  =   0.99994229
 AG8623!UTM  17      -   0.99999918  x   0.99975192  =   0.99975110
 AG8623
 AG8623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8905586364(NAD 83)
 AG8623
 AG8623                          SUPERSEDED SURVEY CONTROL
 AG8623
 AG8623  NAD 83(1986)-  27 53 51.18330(N)    082 07 38.18201(W) AD(       ) 2
 AG8623  NGVD 29              30.83   (m)          101.1    (f) LEVELING    3  
 AG8623
 AG8623.Superseded values are not recommended for survey control.
 AG8623
 AG8623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8623.See file dsdata.pdf to determine how the superseded data were derived.
 AG8623
 AG8623_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8623+STABILITY: SURFACE MOTION
 AG8623
 AG8623  HISTORY     - Date     Condition        Report By
 AG8623  HISTORY     - UNK      MONUMENTED
 AG8623  HISTORY     - 1984     GOOD             FL-057
 AG8623
 AG8623                          STATION DESCRIPTION
 AG8623
 AG8623'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8623'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8623'
 AG8623'THE STATION IS LOCATED ABOUT 4 MILES NORTH NORTHEAST OF THE PINECREST
 AG8623'AREA OF SOUTHEASTERN HILLSBOROUGH COUNTY.
 AG8623'
 AG8623'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 39 AND
 AG8623'KEYSVILLE ROAD, PROCEED NORTH ON HWY 39 FOR ABOUT 0.7 MILES TO THE
 AG8623'STATION ON THE WEST SHOULDER.
 AG8623'
 AG8623'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-71-B12---SET
 AG8623'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8623'BELOW THE GROUND, LOCATED 41.5 FEET WEST OF THE CENTERLINE OF HWY 39,
 AG8623'89.0 FEET NORTHWEST OF THE NORTH END OF A METAL DRIVEWAY PIPE, 5.7
 AG8623'FEET NORTHEAST OF POWER POLE NUMBER 19, 81.4 FEET SOUTH SOUTHEAST OF
 AG8623'POWER POLE NUMBER 19-1/2.  THERE IS NO UNDERGROUND MARK, STATION IS A
 AG8623'COUNTY TRAVERSE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8624 ***********************************************************************
 AG8624  DESIGNATION -  10 71 B13
 AG8624  PID         -  AG8624
 AG8624  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8624  COUNTRY     -  US
 AG8624  USGS QUAD   -  DOVER (2018)
 AG8624
 AG8624                         *CURRENT SURVEY CONTROL
 AG8624  ______________________________________________________________________
 AG8624* NAD 83(1990) POSITION- 27 53 28.63059(N) 082 07 35.74823(W)   ADJUSTED
 AG8624* NAVD 88 ORTHO HEIGHT -    24.34  (+/-2cm)       79.9   (feet) VERTCON3
 AG8624  ______________________________________________________________________
 AG8624  GEOID HEIGHT    -        -25.316 (meters)                     GEOID18
 AG8624  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 AG8624  HORZ ORDER      -  SECOND
 AG8624  VERT ORDER      -  THIRD ? (See Below)
 AG8624
 AG8624.The horizontal coordinates were established by classical geodetic methods
 AG8624.and adjusted by the National Geodetic Survey in May 1991.
 AG8624
 AG8624.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8624
 AG8624.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8624.GEOID18 height accuracy estimate available here.
 AG8624
 AG8624.The vertical order pertains to the NGVD 29 superseded value.
 AG8624
 AG8624.Click photographs - Photos may exist for this station.
 AG8624
 AG8624.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8624
 AG8624. The following values were computed from the NAD 83(1990) position.
 AG8624
 AG8624;                    North         East     Units Scale Factor Converg.
 AG8624;SPC FL W     -   394,168.636   187,535.962   MT  0.99994309   -0 03 33.2
 AG8624;SPC FL W     - 1,293,201.60    615,274.24   sFT  0.99994309   -0 03 33.2
 AG8624;UTM  17      - 3,085,669.701   389,115.150   MT  0.99975176   -0 31 37.5
 AG8624
 AG8624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8624!SPC FL W     -   1.00000015  x   0.99994309  =   0.99994324
 AG8624!UTM  17      -   1.00000015  x   0.99975176  =   0.99975191
 AG8624
 AG8624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8911585669(NAD 83)
 AG8624
 AG8624                          SUPERSEDED SURVEY CONTROL
 AG8624
 AG8624  NAD 83(1986)-  27 53 28.63803(N)    082 07 35.77121(W) AD(       ) 2
 AG8624  NGVD 29              24.64   (m)           80.8    (f) LEVELING    3  
 AG8624
 AG8624.Superseded values are not recommended for survey control.
 AG8624
 AG8624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8624.See file dsdata.pdf to determine how the superseded data were derived.
 AG8624
 AG8624_MARKER: DD = SURVEY DISK
 AG8624_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AG8624_STAMPING: 10-71-B13
 AG8624_MARK LOGO: FLDT
 AG8624_PROJECTION: RECESSED 15 CENTIMETERS
 AG8624_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG8624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG8624+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2000
 AG8624
 AG8624  HISTORY     - Date     Condition        Report By
 AG8624  HISTORY     - UNK      MONUMENTED       FLDT
 AG8624  HISTORY     - 1984     GOOD             FL-057
 AG8624  HISTORY     - 20001031 GOOD             FL-057
 AG8624
 AG8624                          STATION DESCRIPTION
 AG8624
 AG8624'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8624'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8624'
 AG8624'THE STATION IS LOCATED IN THE ALAFIA AREA, ABOUT 3 MILES NORTHEAST OF
 AG8624'PINECREST, IN EAST HILLSBOROUGH COUNTY.
 AG8624'
 AG8624'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 39 AND
 AG8624'KEYSVILLE ROAD, PROCEED NORTH ON STATE ROAD 39 FOR ABOUT 0.3 MILES
 AG8624'THE STATION ON THE RIGHT SIDE OF THE ROAD.
 AG8624'
 AG8624'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-71-B13---SET
 AG8624'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8624'BELOW THE GROUND, LOCATED 35.2 FEET EAST OF THE CENTERLINE OF HWY 39,
 AG8624'24.7 FEET NORTHWEST OF A POWER POLE, 134.5 FEET SOUTH OF THE SOUTH
 AG8624'END OF A CONCRETE HEADWALL, 15.9 FEET WEST OF A METAL WITNESS POST.
 AG8624'THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE STATION.
 AG8624
 AG8624                          STATION RECOVERY (2000)
 AG8624
 AG8624'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2000 (RJA)
 AG8624'THE MARK IS ABOUT 8.6 MI SOUTH OF PLANT CITY, 2.8 MI NORTHWEST OF
 AG8624'KEYSVILLE, IN SECTION 8,
 AG8624'TOWNSHIP 30 SOUTH, RANGE 22 EAST.
 AG8624'
 AG8624'TO REACH THE MARK FROM CITY HALL (ON THE NORTH SIDE OF REYNOLDS
 AG8624'STREET) AND THE POST
 AG8624'OFFICE (ON THE SOUTH SIDE OF REYNOLDS STREET) IN PLANT CITY, GO EAST
 AG8624'ON U.S. HIGHWAY 92
 AG8624'EAST (REYNOLDS STREET), (WHICH IS A ONE-WAY STREET) FOR 0.15 MI TO THE
 AG8624'INTERSECTION OF
 AG8624'COUNTY ROAD 39 (SOUTH COLLINS STREET), TURN RIGHT ON COUNTY ROAD 39
 AG8624'AND GO SOUTH FOR
 AG8624'5.45 MI TO THE INTERSECTION OF STATE ROAD 60, CONTINUE SOUTH ON COUNTY
 AG8624'ROAD 39 FOR 3.3
 AG8624'MI TO THE MARK ON THE LEFT.  THE MARK CAN ALSO BE REACHED FROM THE
 AG8624'INTERSECTION OF
 AG8624'KEYSVILLE ROAD AND COUNTY ROAD 39, ABOUT 2.8 MI NORTHWEST OF
 AG8624'KEYSVILLE, GO NORTH ON
 AG8624'COUNTY ROAD 39 FOR 0.3 MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF
 AG8624'A 4-INCH SQUARE
 AG8624'CONCRETE MONUMENT RECESSED AND 0.6 FT BELOW THE LEVEL OF THE GROUND.
 AG8624'
 AG8624'LOCATED 134.5 FT SOUTH OF THE SOUTH END OF A CONCRETE HEADWALL, 24.7
 AG8624'FT NORTHWEST OF A
 AG8624'WOOD POWER POLE NUMBER 35905-39302, 23.4 FT EAST OF A NAIL AND HILLS
 AG8624'COUNTY DISK IN THE
 AG8624'EAST EDGE OF THE PAVEMENT OF COUNTY ROAD 39 AND 16.0 FT WEST OF A
 AG8624'METAL WITNESS POST
 AG8624'WITH A FL. D.O.T. SIGN ATTACHED.
 AG8624'
 AG8624'THIS MARK WAS NOT LEVELED TO AT THIS TIME.
 AG8624'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8625 ***********************************************************************
 AG8625  DESIGNATION -  10 71 B14
 AG8625  PID         -  AG8625
 AG8625  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8625  COUNTRY     -  US
 AG8625  USGS QUAD   -  DOVER (2018)
 AG8625
 AG8625                         *CURRENT SURVEY CONTROL
 AG8625  ______________________________________________________________________
 AG8625* NAD 83(1990) POSITION- 27 53 11.41268(N) 082 07 37.29799(W)   ADJUSTED
 AG8625* NAVD 88 ORTHO HEIGHT -    22.83  (+/-2cm)       74.9   (feet) VERTCON3
 AG8625  ______________________________________________________________________
 AG8625  GEOID HEIGHT    -        -25.305 (meters)                     GEOID18
 AG8625  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 AG8625  HORZ ORDER      -  SECOND
 AG8625  VERT ORDER      -  THIRD ? (See Below)
 AG8625
 AG8625.The horizontal coordinates were established by classical geodetic methods
 AG8625.and adjusted by the National Geodetic Survey in May 1991.
 AG8625
 AG8625.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8625
 AG8625.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8625.GEOID18 height accuracy estimate available here.
 AG8625
 AG8625.The vertical order pertains to the NGVD 29 superseded value.
 AG8625
 AG8625.Click photographs - Photos may exist for this station.
 AG8625
 AG8625.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8625
 AG8625. The following values were computed from the NAD 83(1990) position.
 AG8625
 AG8625;                    North         East     Units Scale Factor Converg.
 AG8625;SPC FL W     -   393,638.697   187,493.029   MT  0.99994311   -0 03 33.9
 AG8625;SPC FL W     - 1,291,462.96    615,133.38   sFT  0.99994311   -0 03 33.9
 AG8625;UTM  17      - 3,085,140.232   389,067.901   MT  0.99975189   -0 31 37.9
 AG8625
 AG8625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8625!SPC FL W     -   1.00000039  x   0.99994311  =   0.99994350
 AG8625!UTM  17      -   1.00000039  x   0.99975189  =   0.99975228
 AG8625
 AG8625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8906785140(NAD 83)
 AG8625
 AG8625                          SUPERSEDED SURVEY CONTROL
 AG8625
 AG8625  NAD 83(1986)-  27 53 11.41989(N)    082 07 37.32091(W) AD(       ) 2
 AG8625  NGVD 29              23.12   (m)           75.9    (f) LEVELING    3  
 AG8625
 AG8625.Superseded values are not recommended for survey control.
 AG8625
 AG8625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8625.See file dsdata.pdf to determine how the superseded data were derived.
 AG8625
 AG8625_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8625+STABILITY: SURFACE MOTION
 AG8625
 AG8625  HISTORY     - Date     Condition        Report By
 AG8625  HISTORY     - UNK      MONUMENTED
 AG8625  HISTORY     - 1984     GOOD             FL-057
 AG8625
 AG8625                          STATION DESCRIPTION
 AG8625
 AG8625'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8625'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8625'
 AG8625'THE STATION IS LOCATED IN THE ALAFIA AREA, ABOUT 3 MILES NORTHEAST OF
 AG8625'PINECREST, IN EAST HILLSBOROUGH COUNTY.
 AG8625'
 AG8625'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND COUNTY
 AG8625'ROAD 640, PROCEED NORTH OF HWY 39 FOR ABOUT 3.3 MILES TO THE
 AG8625'INTERSECTION WITH KEYSVILLE ROAD, STATION IS IN THE SOUTHEAST CORNER
 AG8625'OF THE INTERSECTION.
 AG8625'
 AG8625'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-71-B14---SET
 AG8625'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8625'BELOW THE GROUND, LOCATED 90.5 FEET EAST OF THE CENTERLINE OF HWY 39,
 AG8625'22.3 FEET SOUTH OF THE CENTERLINE OF KEYSVILLE ROAD, 50.2 FEET
 AG8625'SOUTHEAST OF A GTE MANHOLE, 77.8 FEET SOUTHWEST OF THE SOUTHWEST
 AG8625'CORNER OF A CONCRETE BLOCK BUILDING, 11.7 FEET NORTH OF A METAL
 AG8625'WITNESS POST, 12.7 FEET NORTH OF A BARBWIRE FENCE.  THERE IS NO
 AG8625'UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7488 ***********************************************************************
 AL7488  DESIGNATION -  10 71 C19
 AL7488  PID         -  AL7488
 AL7488  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7488  COUNTRY     -  US
 AL7488  USGS QUAD   -  PLANT CITY EAST (2018)
 AL7488
 AL7488                         *CURRENT SURVEY CONTROL
 AL7488  ______________________________________________________________________
 AL7488* NAD 83(1990) POSITION- 28 04 50.69275(N) 082 06 06.19104(W)   NO CHECK
 AL7488* NAVD 88 ORTHO HEIGHT -    32.26  (+/-2cm)      105.8   (feet) VERTCON3
 AL7488  ______________________________________________________________________
 AL7488  GEOID HEIGHT    -        -25.936 (meters)                     GEOID18
 AL7488  LAPLACE CORR    -         -3.07  (seconds)                    DEFLEC18
 AL7488  HORZ ORDER      -  SECOND
 AL7488  VERT ORDER      -  THIRD ? (See Below)
 AL7488
 AL7488.The horizontal coordinates were established by classical geodetic methods
 AL7488.and adjusted by the National Geodetic Survey in May 1991.
 AL7488
 AL7488.No horizontal observational check was made to the station.
 AL7488
 AL7488.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7488
 AL7488.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7488.GEOID18 height accuracy estimate available here.
 AL7488
 AL7488.The vertical order pertains to the NGVD 29 superseded value.
 AL7488
 AL7488.Click photographs - Photos may exist for this station.
 AL7488
 AL7488.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7488
 AL7488. The following values were computed from the NAD 83(1990) position.
 AL7488
 AL7488;                    North         East     Units Scale Factor Converg.
 AL7488;SPC FL W     -   415,161.137   190,002.710   MT  0.99994241   -0 02 52.4
 AL7488;SPC FL W     - 1,362,074.50    623,367.22   sFT  0.99994241   -0 02 52.4
 AL7488;UTM  17      - 3,106,637.213   391,753.250   MT  0.99974462   -0 31 07.1
 AL7488
 AL7488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7488!SPC FL W     -   0.99999901  x   0.99994241  =   0.99994142
 AL7488!UTM  17      -   0.99999901  x   0.99974462  =   0.99974363
 AL7488
 AL7488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9175306637(NAD 83)
 AL7488
 AL7488                          SUPERSEDED SURVEY CONTROL
 AL7488
 AL7488  NAD 83(1986)-  28 04 50.69253(N)    082 06 06.21030(W) AD(       ) 2
 AL7488  NGVD 29              32.54   (m)          106.8    (f) LEVELING    3  
 AL7488
 AL7488.Superseded values are not recommended for survey control.
 AL7488
 AL7488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7488.See file dsdata.pdf to determine how the superseded data were derived.
 AL7488
 AL7488_MARKER: DD = SURVEY DISK
 AL7488_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AL7488_MARK LOGO: FLDT
 AL7488_PROJECTION: FLUSH
 AL7488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7488
 AL7488  HISTORY     - Date     Condition        Report By
 AL7488  HISTORY     - UNK      MONUMENTED       FLDT
 AL7488  HISTORY     - 1983     GOOD             FL-057
 AL7488  HISTORY     - 20160615 MARK NOT FOUND   FLDEP
 AL7488
 AL7488                          STATION DESCRIPTION
 AL7488
 AL7488'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7488'THE STATION IS LOCATED ABOUT 3 MILES NORTH NORTHEAST OF THE
 AL7488'INTERSECTION OF INTERSTATE 4 AND HWY 39.
 AL7488'
 AL7488'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND INTERSTATE 4
 AL7488'PROCEED NORTH ON HWY 39 2.5 MILES TO THE INTERSECTION WITH KNIGHTS-
 AL7488'GRIFFIN ROAD, THEN EAST, RIGHT, ON KNIGHTS-GRIFFIN ROAD 2.5 MILES TO
 AL7488'STATION ON LEFT.
 AL7488'
 AL7488'THE STATION IS A STANDARD FLORIDA STATE DEPARTMENT OF TRANSPORTATION
 AL7488'BRONZE DISK SET IN THE TOP OF A 4 INCH BY 4 INCH CONCRETE POST FLUSH
 AL7488'WITH THE GROUND, LOCATED 4 FEET EAST OF A METAL WITNESS POST, 45.1
 AL7488'FEET WEST SOUTHWEST OF A CITRUS TREE WITH METAL TAG, 42.3 FEET SOUTH
 AL7488'SOUTHWEST OF A CITRUS TREE WITH A METAL TAG, 35.3 FEET NORTHWEST OF
 AL7488'OF THE NORTHWEST CORNER OF A FRAME HOUSE, 129.2 FEET NORTH OF THE
 AL7488'CENTERLINE OF KNIGHTS-GRIFFIN ROAD.
 AL7488
 AL7488                          STATION RECOVERY (2016)
 AL7488
 AL7488'RECOVERY NOTE BY FL DEPT OF ENV PRO 2016 (BPJ)
 AL7488'NOT RECOVERED.  A BRIEF SEARCH REVEALED NO EVIDENCE OF THE MARK.  THE
 AL7488'MARK IS ON PRIVATE PROPERTY WITH A LARGE DOG ON THE PREMISES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7490 ***********************************************************************
 AL7490  DESIGNATION -  10 71 F04
 AL7490  PID         -  AL7490
 AL7490  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7490  COUNTRY     -  US
 AL7490  USGS QUAD   -  PLANT CITY EAST (2018)
 AL7490
 AL7490                         *CURRENT SURVEY CONTROL
 AL7490  ______________________________________________________________________
 AL7490* NAD 83(1990) POSITION- 28 03 03.86791(N) 082 05 49.42271(W)   ADJUSTED
 AL7490* NAVD 88 ORTHO HEIGHT -    38.54  (+/-2cm)      126.4   (feet) VERTCON3
 AL7490  ______________________________________________________________________
 AL7490  GEOID HEIGHT    -        -25.844 (meters)                     GEOID18
 AL7490  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 AL7490  HORZ ORDER      -  SECOND
 AL7490  VERT ORDER      -  THIRD ? (See Below)
 AL7490
 AL7490.The horizontal coordinates were established by classical geodetic methods
 AL7490.and adjusted by the National Geodetic Survey in May 1991.
 AL7490
 AL7490.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7490
 AL7490.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7490.GEOID18 height accuracy estimate available here.
 AL7490
 AL7490.The vertical order pertains to the NGVD 29 superseded value.
 AL7490
 AL7490.Click photographs - Photos may exist for this station.
 AL7490
 AL7490.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7490
 AL7490. The following values were computed from the NAD 83(1990) position.
 AL7490
 AL7490;                    North         East     Units Scale Factor Converg.
 AL7490;SPC FL W     -   411,872.514   190,457.878   MT  0.99994230   -0 02 44.3
 AL7490;SPC FL W     - 1,351,285.07    624,860.55   sFT  0.99994230   -0 02 44.3
 AL7490;UTM  17      - 3,103,345.616   392,181.310   MT  0.99974348   -0 30 57.4
 AL7490
 AL7490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7490!SPC FL W     -   0.99999801  x   0.99994230  =   0.99994031
 AL7490!UTM  17      -   0.99999801  x   0.99974348  =   0.99974149
 AL7490
 AL7490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9218103345(NAD 83)
 AL7490
 AL7490                          SUPERSEDED SURVEY CONTROL
 AL7490
 AL7490  NAD 83(1986)-  28 03 03.86837(N)    082 05 49.44279(W) AD(       ) 2
 AL7490  NGVD 29              38.81   (m)          127.3    (f) LEVELING    3  
 AL7490
 AL7490.Superseded values are not recommended for survey control.
 AL7490
 AL7490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7490.See file dsdata.pdf to determine how the superseded data were derived.
 AL7490
 AL7490_MARKER: DD = SURVEY DISK
 AL7490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7490_MARK LOGO: FLDT
 AL7490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7490+STABILITY: SURFACE MOTION
 AL7490
 AL7490  HISTORY     - Date     Condition        Report By
 AL7490  HISTORY     - UNK      MONUMENTED       FLDT
 AL7490  HISTORY     - 1983     GOOD             FL-057
 AL7490  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL7490
 AL7490                          STATION DESCRIPTION
 AL7490
 AL7490'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7490'THE STATION IS LOCATED ABOUT 14 MILES EAST-NORTHEAST OF THE
 AL7490'INTERSECTION OF INTERSTATES 4 AND 75.
 AL7490'
 AL7490'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 4 AND PARK
 AL7490'STREET PROCEED NORTH ON PARK STREET 0.7 MILE TO THE INTERSECTION WITH
 AL7490'SAM ALLEN ROAD, THEN EAST ON SAM ALLEN ROAD 0.5 MILE TO THE
 AL7490'INTERSECTION WITH WILDER ROAD, THEN NORTH ON WILDER ROAD 0.2 MILE TO
 AL7490'THE STATION ON THE LEFT.
 AL7490'
 AL7490'THE STATION IS A STANDARD FLORIDA STATE DEPARTMENT OF TRANSPORTATION
 AL7490'BRONZE DISK SET IN THE TOP OF A 4 INCH BY 4 INCH CONCRETE POST FLUSH
 AL7490'WITH THE GROUND, LOCATED 9 FEET EAST OF A METAL WITNESS POST, 9.3 FEET
 AL7490'EAST-SOUTHEAST OF A TELEPHONE POLE WITH METAL TAG, 73.8 FEET NORTHEAST
 AL7490'OF A CITRUS TREE, 16.5 FEET WEST OF THE CENTERLINE OF WILDER ROAD.
 AL7490'THERE IS NO UNDERGROUND MARK.
 AL7490'
 AL7490'THE STATION IS A COUNTY TRAVERSE.
 AL7490
 AL7490                          STATION RECOVERY (2006)
 AL7490
 AL7490'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL7490'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7491 ***********************************************************************
 AL7491  DESIGNATION -  10 71 F05
 AL7491  PID         -  AL7491
 AL7491  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7491  COUNTRY     -  US
 AL7491  USGS QUAD   -  PLANT CITY EAST (2018)
 AL7491
 AL7491                         *CURRENT SURVEY CONTROL
 AL7491  ______________________________________________________________________
 AL7491* NAD 83(1990) POSITION- 28 03 18.13033(N) 082 05 49.11178(W)   ADJUSTED
 AL7491* NAVD 88 ORTHO HEIGHT -    36.00  (+/-2cm)      118.1   (feet) VERTCON3
 AL7491  ______________________________________________________________________
 AL7491  GEOID HEIGHT    -        -25.859 (meters)                     GEOID18
 AL7491  LAPLACE CORR    -         -2.99  (seconds)                    DEFLEC18
 AL7491  HORZ ORDER      -  SECOND
 AL7491  VERT ORDER      -  THIRD ? (See Below)
 AL7491
 AL7491.The horizontal coordinates were established by classical geodetic methods
 AL7491.and adjusted by the National Geodetic Survey in May 1991.
 AL7491
 AL7491.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7491
 AL7491.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7491.GEOID18 height accuracy estimate available here.
 AL7491
 AL7491.The vertical order pertains to the NGVD 29 superseded value.
 AL7491
 AL7491.Click photographs - Photos may exist for this station.
 AL7491
 AL7491.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7491
 AL7491. The following values were computed from the NAD 83(1990) position.
 AL7491
 AL7491;                    North         East     Units Scale Factor Converg.
 AL7491;SPC FL W     -   412,311.528   190,466.718   MT  0.99994230   -0 02 44.2
 AL7491;SPC FL W     - 1,352,725.40    624,889.56   sFT  0.99994230   -0 02 44.2
 AL7491;UTM  17      - 3,103,784.455   392,193.751   MT  0.99974344   -0 30 57.5
 AL7491
 AL7491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7491!SPC FL W     -   0.99999841  x   0.99994230  =   0.99994071
 AL7491!UTM  17      -   0.99999841  x   0.99974344  =   0.99974185
 AL7491
 AL7491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9219303784(NAD 83)
 AL7491
 AL7491                          SUPERSEDED SURVEY CONTROL
 AL7491
 AL7491  NAD 83(1986)-  28 03 18.13066(N)    082 05 49.13175(W) AD(       ) 2
 AL7491  NGVD 29              36.27   (m)          119.0    (f) LEVELING    3  
 AL7491
 AL7491.Superseded values are not recommended for survey control.
 AL7491
 AL7491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7491.See file dsdata.pdf to determine how the superseded data were derived.
 AL7491
 AL7491_MARKER: DD = SURVEY DISK
 AL7491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7491_MARK LOGO: FLDT
 AL7491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7491+STABILITY: SURFACE MOTION
 AL7491
 AL7491  HISTORY     - Date     Condition        Report By
 AL7491  HISTORY     - UNK      MONUMENTED       FLDT
 AL7491  HISTORY     - 1983     GOOD             FL-057
 AL7491  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL7491
 AL7491                          STATION DESCRIPTION
 AL7491
 AL7491'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7491'THE STATION IS LOCATED 14 MILES NORTHEAST OF INTERSECTION OF
 AL7491'INTERSTATES 4 AND 75.
 AL7491'
 AL7491'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 4 AND PARK
 AL7491'STREET PROCEED NORTH ON PARK STRET 0.7 MILE TO THE INTERSECTION WITH
 AL7491'SAM ALLEN ROAD, THEN EAST ON SAM ALLEN ROAD 0.5 MILE TO INTERSECTION
 AL7491'WITH WILDER ROAD, THEN NORTH ON WILDER ROAD 0.5 MILE TO STATION ON
 AL7491'RIGHT.
 AL7491'
 AL7491'THE STATION IS A STANDARD FLORIDA STATE DEPARTMENT OF TRANSPORTATION
 AL7491'BRONZE DISK SET IN THE TOP OF A 4 INCH BY 4 INCH CONCRETE POST FLUSH
 AL7491'WITH THE GROUND, LOCATED 3.7 FEET EAST OF A MEATAL WITNESS POST, 9.4
 AL7491'FEET NORTH OF A POWER POLE, 32.1 FEET NORTH NORTHWEST OF A POWER POLE,
 AL7491'62.5 FEET NORTHEAST OF A TELEPHONE POLE NUMBERED 84, 23.6 FEET NORTH
 AL7491'OF THE CENTERLINE OF WILDER ROAD.
 AL7491
 AL7491                          STATION RECOVERY (2006)
 AL7491
 AL7491'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL7491'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7492 ***********************************************************************
 AL7492  DESIGNATION -  10 71 F07
 AL7492  PID         -  AL7492
 AL7492  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7492  COUNTRY     -  US
 AL7492  USGS QUAD   -  PLANT CITY EAST (2018)
 AL7492
 AL7492                         *CURRENT SURVEY CONTROL
 AL7492  ______________________________________________________________________
 AL7492* NAD 83(1990) POSITION- 28 03 56.92846(N) 082 05 49.20751(W)   ADJUSTED
 AL7492* NAVD 88 ORTHO HEIGHT -    34.45  (+/-2cm)      113.0   (feet) VERTCON3
 AL7492  ______________________________________________________________________
 AL7492  GEOID HEIGHT    -        -25.897 (meters)                     GEOID18
 AL7492  LAPLACE CORR    -         -3.03  (seconds)                    DEFLEC18
 AL7492  HORZ ORDER      -  SECOND
 AL7492  VERT ORDER      -  THIRD ? (See Below)
 AL7492
 AL7492.The horizontal coordinates were established by classical geodetic methods
 AL7492.and adjusted by the National Geodetic Survey in May 1991.
 AL7492
 AL7492.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7492
 AL7492.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7492.GEOID18 height accuracy estimate available here.
 AL7492
 AL7492.The vertical order pertains to the NGVD 29 superseded value.
 AL7492
 AL7492.Click photographs - Photos may exist for this station.
 AL7492
 AL7492.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7492
 AL7492. The following values were computed from the NAD 83(1990) position.
 AL7492
 AL7492;                    North         East     Units Scale Factor Converg.
 AL7492;SPC FL W     -   413,505.801   190,465.055   MT  0.99994230   -0 02 44.3
 AL7492;SPC FL W     - 1,356,643.62    624,884.10   sFT  0.99994230   -0 02 44.3
 AL7492;UTM  17      - 3,104,978.464   392,201.893   MT  0.99974342   -0 30 58.2
 AL7492
 AL7492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7492!SPC FL W     -   0.99999866  x   0.99994230  =   0.99994096
 AL7492!UTM  17      -   0.99999866  x   0.99974342  =   0.99974208
 AL7492
 AL7492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9220104978(NAD 83)
 AL7492
 AL7492                          SUPERSEDED SURVEY CONTROL
 AL7492
 AL7492  NAD 83(1986)-  28 03 56.92854(N)    082 05 49.22731(W) AD(       ) 2
 AL7492  NGVD 29              34.73   (m)          113.9    (f) LEVELING    3  
 AL7492
 AL7492.Superseded values are not recommended for survey control.
 AL7492
 AL7492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7492.See file dsdata.pdf to determine how the superseded data were derived.
 AL7492
 AL7492_MARKER: DD = SURVEY DISK
 AL7492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7492_MARK LOGO: FLDT
 AL7492_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AL7492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7492+STABILITY: SURFACE MOTION
 AL7492
 AL7492  HISTORY     - Date     Condition        Report By
 AL7492  HISTORY     - UNK      MONUMENTED       FLDT
 AL7492  HISTORY     - 1983     GOOD             FL-057
 AL7492  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL7492
 AL7492                          STATION DESCRIPTION
 AL7492
 AL7492'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7492'THE STATION IS LOCATED 14 MILES EAST-NORTHEAST OF INTERSTATES 4 75.
 AL7492'
 AL7492'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 4 AND PARK
 AL7492'STREET PROCEED NORTH ON PARK STREET 0.7 MILE TO THE INTERSECTION WITH
 AL7492'SAM ALLEN ROAD, THEN EAST ON SAM ALLEN ROAD 0.5 MILE TO THE
 AL7492'INTERSECTION WITH WILDER ROAD, THEN NORTH ON WILDER ROAD TO THE
 AL7492'INTERSECTION WITH MIDWAY AVENUE.  IT IS IN THE SOUTHEAST CORNER.
 AL7492'
 AL7492'THE STATION IS A FLDT DISK LOCATED 10 FEET WEST OF A METAL WITNESS
 AL7492'POST, 46.8 FEET EAST-NORTHEAST OF A GUY POLE WITH METAL TAG, 29.5 FEET
 AL7492'EAST OF THE CENTERLINE OF WILDER ROAD, 30.5 FEET SOUTH OF THE
 AL7492'CENTERLINE OF MIDWAY ROAD.
 AL7492
 AL7492                          STATION RECOVERY (2006)
 AL7492
 AL7492'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL7492'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7493 ***********************************************************************
 AL7493  DESIGNATION -  10 71 F08
 AL7493  PID         -  AL7493
 AL7493  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7493  COUNTRY     -  US
 AL7493  USGS QUAD   -  PLANT CITY EAST (2018)
 AL7493
 AL7493                         *CURRENT SURVEY CONTROL
 AL7493  ______________________________________________________________________
 AL7493* NAD 83(1990) POSITION- 28 04 10.59907(N) 082 05 49.26852(W)   ADJUSTED
 AL7493* NAVD 88 ORTHO HEIGHT -    32.38  (+/-2cm)      106.2   (feet) VERTCON3
 AL7493  ______________________________________________________________________
 AL7493  GEOID HEIGHT    -        -25.910 (meters)                     GEOID18
 AL7493  LAPLACE CORR    -         -3.04  (seconds)                    DEFLEC18
 AL7493  HORZ ORDER      -  SECOND
 AL7493  VERT ORDER      -  THIRD ? (See Below)
 AL7493
 AL7493.The horizontal coordinates were established by classical geodetic methods
 AL7493.and adjusted by the National Geodetic Survey in May 1991.
 AL7493
 AL7493.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7493
 AL7493.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7493.GEOID18 height accuracy estimate available here.
 AL7493
 AL7493.The vertical order pertains to the NGVD 29 superseded value.
 AL7493
 AL7493.Click photographs - Photos may exist for this station.
 AL7493
 AL7493.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7493
 AL7493. The following values were computed from the NAD 83(1990) position.
 AL7493
 AL7493;                    North         East     Units Scale Factor Converg.
 AL7493;SPC FL W     -   413,926.607   190,463.725   MT  0.99994230   -0 02 44.3
 AL7493;SPC FL W     - 1,358,024.21    624,879.74   sFT  0.99994230   -0 02 44.3
 AL7493;UTM  17      - 3,105,399.183   392,204.018   MT  0.99974342   -0 30 58.5
 AL7493
 AL7493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7493!SPC FL W     -   0.99999898  x   0.99994230  =   0.99994128
 AL7493!UTM  17      -   0.99999898  x   0.99974342  =   0.99974240
 AL7493
 AL7493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9220405399(NAD 83)
 AL7493
 AL7493                          SUPERSEDED SURVEY CONTROL
 AL7493
 AL7493  NAD 83(1986)-  28 04 10.59903(N)    082 05 49.28828(W) AD(       ) 2
 AL7493  NGVD 29              32.66   (m)          107.2    (f) LEVELING    3  
 AL7493
 AL7493.Superseded values are not recommended for survey control.
 AL7493
 AL7493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7493.See file dsdata.pdf to determine how the superseded data were derived.
 AL7493
 AL7493_MARKER: DD = SURVEY DISK
 AL7493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7493_MARK LOGO: FLDT
 AL7493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7493+STABILITY: SURFACE MOTION
 AL7493
 AL7493  HISTORY     - Date     Condition        Report By
 AL7493  HISTORY     - UNK      MONUMENTED       FLDT
 AL7493  HISTORY     - 1983     GOOD             FL-057
 AL7493  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL7493
 AL7493                          STATION DESCRIPTION
 AL7493
 AL7493'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7493'THE STATION IS LOCATED 14 MILES EAST-NORTHEAST OF INTERSTATES 4 AND
 AL7493'75.
 AL7493'
 AL7493'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 4 AND PARK
 AL7493'STREET PROCEED NORTH ON PARK STREET 0.7 MILE TO THE INTERSECTION WITH
 AL7493'SAM ALLEN ROAD, THEN EAST ON SAM ALLEN ROAD 0.5 MILE TO THE
 AL7493'INTERSECTION WITH WILDER ROAD, THEN NORTH ON WILDER ROAD 2 MILES TO
 AL7493'THE INTERSECTION WITH WILLIAMS ROAD.  IT IS IN THE SOUTHEAST CORNER.
 AL7493'
 AL7493'STATION IS A FLDT DISK LOCATED 6 FEET SOUTH OF A METAL WITNESS POST,
 AL7493'7.3 FEET SOUTH-SOUTHEAST OF POWER POLE NUMBER 901, 11.8 FEET NORTH OF
 AL7493'THE CENTERLINE OF WILLIAMS ROAD, 28 FEET EAST OF THE CENTERLINE OF
 AL7493'WILDER ROAD.
 AL7493
 AL7493                          STATION RECOVERY (2006)
 AL7493
 AL7493'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL7493'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7494 ***********************************************************************
 AL7494  DESIGNATION -  10 71 F09
 AL7494  PID         -  AL7494
 AL7494  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7494  COUNTRY     -  US
 AL7494  USGS QUAD   -  PLANT CITY EAST (2018)
 AL7494
 AL7494                         *CURRENT SURVEY CONTROL
 AL7494  ______________________________________________________________________
 AL7494* NAD 83(1990) POSITION- 28 04 29.11043(N) 082 05 49.76587(W)   ADJUSTED
 AL7494* NAVD 88 ORTHO HEIGHT -    32.58  (+/-2cm)      106.9   (feet) VERTCON3
 AL7494  ______________________________________________________________________
 AL7494  GEOID HEIGHT    -        -25.928 (meters)                     GEOID18
 AL7494  LAPLACE CORR    -         -3.05  (seconds)                    DEFLEC18
 AL7494  HORZ ORDER      -  SECOND
 AL7494  VERT ORDER      -  THIRD ? (See Below)
 AL7494
 AL7494.The horizontal coordinates were established by classical geodetic methods
 AL7494.and adjusted by the National Geodetic Survey in May 1991.
 AL7494
 AL7494.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7494
 AL7494.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7494.GEOID18 height accuracy estimate available here.
 AL7494
 AL7494.The vertical order pertains to the NGVD 29 superseded value.
 AL7494
 AL7494.Click photographs - Photos may exist for this station.
 AL7494
 AL7494.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7494
 AL7494. The following values were computed from the NAD 83(1990) position.
 AL7494
 AL7494;                    North         East     Units Scale Factor Converg.
 AL7494;SPC FL W     -   414,496.429   190,450.600   MT  0.99994230   -0 02 44.6
 AL7494;SPC FL W     - 1,359,893.70    624,836.68   sFT  0.99994230   -0 02 44.6
 AL7494;UTM  17      - 3,105,968.980   392,195.575   MT  0.99974344   -0 30 59.0
 AL7494
 AL7494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7494!SPC FL W     -   0.99999895  x   0.99994230  =   0.99994125
 AL7494!UTM  17      -   0.99999895  x   0.99974344  =   0.99974239
 AL7494
 AL7494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9219505968(NAD 83)
 AL7494
 AL7494                          SUPERSEDED SURVEY CONTROL
 AL7494
 AL7494  NAD 83(1986)-  28 04 29.11028(N)    082 05 49.78556(W) AD(       ) 2
 AL7494  NGVD 29              32.86   (m)          107.8    (f) LEVELING    3  
 AL7494
 AL7494.Superseded values are not recommended for survey control.
 AL7494
 AL7494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7494.See file dsdata.pdf to determine how the superseded data were derived.
 AL7494
 AL7494_MARKER: DD = SURVEY DISK
 AL7494_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AL7494_MARK LOGO: FLDT
 AL7494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7494
 AL7494  HISTORY     - Date     Condition        Report By
 AL7494  HISTORY     - UNK      MONUMENTED       FLDT
 AL7494  HISTORY     - 1983     GOOD             FL-057
 AL7494  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL7494
 AL7494                          STATION DESCRIPTION
 AL7494
 AL7494'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7494'THE STATION IS LOCATED 14 MILES EAST NORTHEAST OF THE INTERSECTION OF
 AL7494'INTERSTATES 4 AND 75.
 AL7494'
 AL7494'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 4 AND PARK
 AL7494'STREET PROCEED NORTH ON PARK STREET 0.5 MILE TO THE INTERSECTION WITH
 AL7494'SAM ALLEN ROAD, THEN EAST ON SAM ALLEN ROAD 0.5 MILE TO THE
 AL7494'INTERSECTION WITH WILDER ROAD, THEN NORTH ON WILDER ROAD 2 MILES TO
 AL7494'THE STATION ON LEFT.
 AL7494'
 AL7494'THE STATION IS A FLORIDA DEPARTMENT OF TRANSPORTATION BRONZE DISK SET
 AL7494'IN THE TOP OF A 4 INCH BY 4 INCH CONCRETE POST FLUSH WITH THE GROUND,
 AL7494'LOCATED 4.3 FEET EAST OF A METAL WITNESS POST, 9.5 FEET EAST OF A 10
 AL7494'INCH OAK TREE, 24.3 FEET SOUTH SOUTHEAST OF A TELEPHONE POLE, 41 FEET
 AL7494'WEST OF A CORNER FENCE POST WITH A METAL TAG, 14.8 FEET WEST OF THE
 AL7494'CENTERLINE OF WILDER ROAD.
 AL7494
 AL7494                          STATION RECOVERY (2006)
 AL7494
 AL7494'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL7494'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0643 ***********************************************************************
 AL0643  DESIGNATION -  10 71 G09 B
 AL0643  PID         -  AL0643
 AL0643  STATE/COUNTY-  FL/HILLSBOROUGH
 AL0643  COUNTRY     -  US
 AL0643  USGS QUAD   -  CITRUS PARK (2018)
 AL0643
 AL0643                         *CURRENT SURVEY CONTROL
 AL0643  ______________________________________________________________________
 AL0643* NAD 83(1990) POSITION- 28 01 33.96429(N) 082 34 59.19768(W)   ADJUSTED
 AL0643* NAVD 88 ORTHO HEIGHT -     3.88  (+/-2cm)       12.7   (feet) VERTCON3
 AL0643  ______________________________________________________________________
 AL0643  GEOID HEIGHT    -        -25.014 (meters)                     GEOID18
 AL0643  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 AL0643  HORZ ORDER      -  SECOND
 AL0643  VERT ORDER      -  THIRD ? (See Below)
 AL0643
 AL0643.The horizontal coordinates were established by classical geodetic methods
 AL0643.and adjusted by the National Geodetic Survey in May 1991.
 AL0643
 AL0643.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL0643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL0643
 AL0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0643.GEOID18 height accuracy estimate available here.
 AL0643
 AL0643.The vertical order pertains to the NGVD 29 superseded value.
 AL0643
 AL0643.Click photographs - Photos may exist for this station.
 AL0643
 AL0643.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL0643
 AL0643. The following values were computed from the NAD 83(1990) position.
 AL0643
 AL0643;                    North         East     Units Scale Factor Converg.
 AL0643;SPC FL W     -   409,238.442   142,660.808   MT  0.99998174   -0 16 26.4
 AL0643;SPC FL W     - 1,342,643.12    468,046.33   sFT  0.99998174   -0 16 26.4
 AL0643;UTM  17      - 3,101,104.159   344,370.968   MT  0.99989894   -0 44 38.4
 AL0643
 AL0643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL0643!SPC FL W     -   1.00000332  x   0.99998174  =   0.99998506
 AL0643!UTM  17      -   1.00000332  x   0.99989894  =   0.99990226
 AL0643
 AL0643:                Primary Azimuth Mark                     Grid Az
 AL0643:SPC FL W     -  A 44                                     180 29 10.9
 AL0643:UTM  17      -  A 44                                     180 57 22.9
 AL0643
 AL0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4437001104(NAD 83)
 AL0643
 AL0643|---------------------------------------------------------------------|
 AL0643| PID    Reference Object                     Distance      Geod. Az  |
 AL0643|                                                           dddmmss.s |
 AL0643| AL0644 A 44                                APPROX. 1.6 KM 1801244.5 |
 AL0643|---------------------------------------------------------------------|
 AL0643
 AL0643                          SUPERSEDED SURVEY CONTROL
 AL0643
 AL0643  NAD 83(1986)-  28 01 33.97049(N)    082 34 59.20830(W) AD(       ) 2
 AL0643  NAD 27      -  28 01 32.90456(N)    082 34 59.85871(W) AD(       ) 2
 AL0643  NGVD 29 (07/19/86)    4.14   (m)           13.6    (f) LEVELING    3  
 AL0643
 AL0643.Superseded values are not recommended for survey control.
 AL0643
 AL0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0643.See file dsdata.pdf to determine how the superseded data were derived.
 AL0643
 AL0643_MARKER: DD = SURVEY DISK
 AL0643_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AL0643_STAMPING: 10 71 G09 B
 AL0643_MARK LOGO: FLDT
 AL0643_PROJECTION: RECESSED 30 CENTIMETERS
 AL0643_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0643
 AL0643  HISTORY     - Date     Condition        Report By
 AL0643  HISTORY     - 1981     MONUMENTED       FLDT
 AL0643
 AL0643                          STATION DESCRIPTION
 AL0643
 AL0643'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1981 (RSW)
 AL0643'THE STATION IS LOCATED ABOUT 9.4 MILES NORTHWEST OF THE INTERSECTION
 AL0643'OF INTERSTATES 4 AND 275, AND ABOUT 2.0 MILES SOUTH-SOUTHWEST OF
 AL0643'CITRUS PARK. ON LAND OWNED BY COUNTY RIGHT OF WAY.
 AL0643'
 AL0643'TO REACH THE STATION FROM THE INTERSECTION OF US 92 AND OLD MEMORIAL
 AL0643'HWY, ABOUT 6.2 MILES SOUTH-SOUTHWEST OF CITRUS PARK, GO NORTHWEST ON
 AL0643'OLD MEMORIAL HIGHWAY FOR 0.15 MILES TO THE INERSECTION OF SHELDON ROAD
 AL0643'(STATE ROAD 589) AND OLD MEMORIAL HWY, TURN RIGHT AND GO NORTH ON
 AL0643'SHELDON ROAD FOR 0.95 MILES (TO AZ STATION ON THE RIGHT) CONTINUE
 AL0643'NORTH ON SHELDON ROAD FOR 1.0 MILES TO THE INTERSECTION OF SHELDON
 AL0643'ROAD AND WATERS AVENUE (STATE ROAD 584) TO THE STATION ON THE LEFT.
 AL0643'
 AL0643'THE STATION IS A STANDARD F.L.D.T. DISK STAMPED---10 71 G09 B--- THE
 AL0643'SURFACE DISK IS SET INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT
 AL0643'RECESSED 12 INCHES BELOW THE GROUND.  IT IS 54.6 FEET NORTHWEST OF THE
 AL0643'CENTER OF INTERSECTION OF SHELDON ROAD AND WATERS AVENUE, 44.9 FEET
 AL0643'NORTH OF THE PROJECTED CENTERLINE OF WATERS AVENUE, 31.0 FEET WEST OF
 AL0643'CENTER OF SHELDON ROAD, 8.1 FEET EAST-SOUTHEAST OF CENTER OF CONCRETE
 AL0643'GUY POST, AND 6.7 FEET EAST OF A METAL WITNESS POST.  THERE IS NO
 AL0643'UNDERGROUND MARK.
 AL0643'
 AL0643'AZIMUTH MK IS HILLSBOROUGH COUNTY BENCH MARK VA-44 DESCRIBED AS
 AL0643'FOLLOWS A CONCRETE MONUMENT WITH A BRASS DISC STAMPED
 AL0643'---HILLSBOROUGH CO BENCH MARK---, LOCATION BEING 1 MI. SOUTH OF WATERS
 AL0643'AVE., 50 FT SOUTH OF THE CENTERLINE OF NORFOLK ST, 22 FT EAST OF THE
 AL0643'EDGE OF PAVEMENT OF SHELDON ROAD, 2 FT SOUTH OF A POWER POLE, 3 FT
 AL0643'NORTH OF A FIRE HYDRANT BEING 3 IN BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8626 ***********************************************************************
 AG8626  DESIGNATION -  10 71 I01
 AG8626  PID         -  AG8626
 AG8626  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8626  COUNTRY     -  US
 AG8626  USGS QUAD   -  LITHIA (2018)
 AG8626
 AG8626                         *CURRENT SURVEY CONTROL
 AG8626  ______________________________________________________________________
 AG8626* NAD 83(1990) POSITION- 27 50 02.48585(N) 082 11 56.38764(W)   ADJUSTED
 AG8626* NAVD 88 ORTHO HEIGHT -    26.05  (+/-2cm)       85.5   (feet) VERTCON3
 AG8626  ______________________________________________________________________
 AG8626  GEOID HEIGHT    -        -25.104 (meters)                     GEOID18
 AG8626  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 AG8626  HORZ ORDER      -  SECOND
 AG8626  VERT ORDER      -  THIRD ? (See Below)
 AG8626
 AG8626.The horizontal coordinates were established by classical geodetic methods
 AG8626.and adjusted by the National Geodetic Survey in May 1991.
 AG8626
 AG8626.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8626
 AG8626.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8626.GEOID18 height accuracy estimate available here.
 AG8626
 AG8626.The vertical order pertains to the NGVD 29 superseded value.
 AG8626
 AG8626.Click photographs - Photos may exist for this station.
 AG8626
 AG8626.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8626
 AG8626. The following values were computed from the NAD 83(1990) position.
 AG8626
 AG8626;                    North         East     Units Scale Factor Converg.
 AG8626;SPC FL W     -   387,832.798   180,397.548   MT  0.99994592   -0 05 34.5
 AG8626;SPC FL W     - 1,272,414.77    591,854.29   sFT  0.99994592   -0 05 34.5
 AG8626;UTM  17      - 3,079,393.454   381,926.600   MT  0.99977208   -0 33 35.6
 AG8626
 AG8626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8626!SPC FL W     -   0.99999985  x   0.99994592  =   0.99994577
 AG8626!UTM  17      -   0.99999985  x   0.99977208  =   0.99977193
 AG8626
 AG8626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8192679393(NAD 83)
 AG8626
 AG8626                          SUPERSEDED SURVEY CONTROL
 AG8626
 AG8626  NAD 83(1986)-  27 50 02.49245(N)    082 11 56.41176(W) AD(       ) 2
 AG8626  NGVD 29              26.33   (m)           86.4    (f) LEVELING    3  
 AG8626
 AG8626.Superseded values are not recommended for survey control.
 AG8626
 AG8626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8626.See file dsdata.pdf to determine how the superseded data were derived.
 AG8626
 AG8626_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8626+STABILITY: SURFACE MOTION
 AG8626
 AG8626  HISTORY     - Date     Condition        Report By
 AG8626  HISTORY     - UNK      MONUMENTED
 AG8626  HISTORY     - 1985     GOOD             FL-057
 AG8626
 AG8626                          STATION DESCRIPTION
 AG8626
 AG8626'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8626'THE STATION IS LOCATED IN THE LITHIA AREA OF HILLSBOROUGH COUNTY,
 AG8626'ABOUT 1.8 MILES SOUTH OF COUNTY ROAD 640.
 AG8626'
 AG8626'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 640 AND
 AG8626'BOYETTE ROAD, PROCEED SOUTHERLY ON BOYETTE ROAD APPROXIMATELY 1.8
 AG8626'MILES TO DOT STATION ON THE EAST SIDE OF THE ROAD.
 AG8626'
 AG8626'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-71-I01---SET
 AG8626'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 2 INCHES
 AG8626'BELOW THE GROUND, LOCATED 17.7 FEET EAST OF THE CENTERLINE OF BOYETTE
 AG8626'ROAD, 70.6 FEET NORTHEAST OF A 20 INCH OAK TREE WITH A HILLSBOROUGH
 AG8626'COUNTY METAL TAG, 17.9 FEET WEST OF A METAL WITNESS POST, 23.5 FEET
 AG8626'WEST SOUTHWEST OF A WOODEN FENCE POST WITH A D.O.T. METAL TAG.  THERE
 AG8626'IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8627 ***********************************************************************
 AG8627  DESIGNATION -  10 71 I02
 AG8627  PID         -  AG8627
 AG8627  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8627  COUNTRY     -  US
 AG8627  USGS QUAD   -  LITHIA (2018)
 AG8627
 AG8627                         *CURRENT SURVEY CONTROL
 AG8627  ______________________________________________________________________
 AG8627* NAD 83(1990) POSITION- 27 50 20.87745(N) 082 11 56.41043(W)   ADJUSTED
 AG8627* NAVD 88 ORTHO HEIGHT -    25.62  (+/-2cm)       84.1   (feet) VERTCON3
 AG8627  ______________________________________________________________________
 AG8627  GEOID HEIGHT    -        -25.113 (meters)                     GEOID18
 AG8627  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 AG8627  HORZ ORDER      -  SECOND
 AG8627  VERT ORDER      -  THIRD ? (See Below)
 AG8627
 AG8627.The horizontal coordinates were established by classical geodetic methods
 AG8627.and adjusted by the National Geodetic Survey in May 1991.
 AG8627
 AG8627.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8627
 AG8627.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8627.GEOID18 height accuracy estimate available here.
 AG8627
 AG8627.The vertical order pertains to the NGVD 29 superseded value.
 AG8627
 AG8627.Click photographs - Photos may exist for this station.
 AG8627
 AG8627.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8627
 AG8627. The following values were computed from the NAD 83(1990) position.
 AG8627
 AG8627;                    North         East     Units Scale Factor Converg.
 AG8627;SPC FL W     -   388,398.906   180,397.842   MT  0.99994592   -0 05 34.6
 AG8627;SPC FL W     - 1,274,272.08    591,855.25   sFT  0.99994592   -0 05 34.6
 AG8627;UTM  17      - 3,079,959.443   381,931.508   MT  0.99977206   -0 33 36.0
 AG8627
 AG8627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8627!SPC FL W     -   0.99999992  x   0.99994592  =   0.99994584
 AG8627!UTM  17      -   0.99999992  x   0.99977206  =   0.99977198
 AG8627
 AG8627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8193179959(NAD 83)
 AG8627
 AG8627                          SUPERSEDED SURVEY CONTROL
 AG8627
 AG8627  NAD 83(1986)-  27 50 20.88406(N)    082 11 56.43449(W) AD(       ) 2
 AG8627  NGVD 29              25.90   (m)           85.0    (f) LEVELING    3  
 AG8627
 AG8627.Superseded values are not recommended for survey control.
 AG8627
 AG8627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8627.See file dsdata.pdf to determine how the superseded data were derived.
 AG8627
 AG8627_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8627_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8627+STABILITY: SURFACE MOTION
 AG8627
 AG8627  HISTORY     - Date     Condition        Report By
 AG8627  HISTORY     - UNK      MONUMENTED
 AG8627  HISTORY     - 1985     GOOD             FL-057
 AG8627
 AG8627                          STATION DESCRIPTION
 AG8627
 AG8627'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8627'THE STATION IS LOCATED IN THE LITHIA AREA OF SOUTHERN HILLSBOROUGH
 AG8627'COUNTY.
 AG8627'
 AG8627'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND COUNTY ROAD
 AG8627'640(LIHTIA PINECREST ROAD), PROCEED EAST NORTHEASTERLY ON COUNTY ROAD
 AG8627'640 TO THE INTERSECTION WITH BOYETTE ROAD, GO SOUTHEASTERLY ON
 AG8627'BOYETTE ROAD FOR ABOUT 1.45 MILES TO THE D.O.T. STATION ON THE
 AG8627'EAST SIDE OF THE ROAD, SOUTH OF A DIRT DRIVEWAY.
 AG8627'
 AG8627'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-71-I02---SET
 AG8627'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 2 INCHES
 AG8627'BELOW THE GROUND, LOCATED 19.9 FEET EAST OF THE CENTERLINE OF
 AG8627'BOYETTE ROAD, 51.8 FEET EAST OF THE CORNER WOOD FENCE POST WITH A
 AG8627'D.O.T. METAL TAG, 31.3 FEET SOUTH SOUTHWEST OF A 14 INCH PINE WITH A
 AG8627'D.O.T. METAL TAG, 3.6 FEET WEST OF A METAL WITNESS POST, 12.8 FEET
 AG8627'WEST OF A POWER POLE WITH A D.O.T. METAL TAG, 54.8 FEET NORTH OF THE
 AG8627'CENTERLINE OF A DIRT DRIVEWAY.  THERE IS NO UNDERGROUND MARK, STATION
 AG8627'IS A COUNTY TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8628 ***********************************************************************
 AG8628  DESIGNATION -  10 71 I03
 AG8628  PID         -  AG8628
 AG8628  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8628  COUNTRY     -  US
 AG8628  USGS QUAD   -  LITHIA (2018)
 AG8628
 AG8628                         *CURRENT SURVEY CONTROL
 AG8628  ______________________________________________________________________
 AG8628* NAD 83(1990) POSITION- 27 50 35.07068(N) 082 12 00.21443(W)   ADJUSTED
 AG8628* NAVD 88 ORTHO HEIGHT -    24.83  (+/-2cm)       81.5   (feet) VERTCON3
 AG8628  ______________________________________________________________________
 AG8628  GEOID HEIGHT    -        -25.118 (meters)                     GEOID18
 AG8628  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 AG8628  HORZ ORDER      -  SECOND
 AG8628  VERT ORDER      -  THIRD ? (See Below)
 AG8628
 AG8628.The horizontal coordinates were established by classical geodetic methods
 AG8628.and adjusted by the National Geodetic Survey in May 1991.
 AG8628
 AG8628.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8628
 AG8628.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8628.GEOID18 height accuracy estimate available here.
 AG8628
 AG8628.The vertical order pertains to the NGVD 29 superseded value.
 AG8628
 AG8628.Click photographs - Photos may exist for this station.
 AG8628
 AG8628.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8628
 AG8628. The following values were computed from the NAD 83(1990) position.
 AG8628
 AG8628;                    North         East     Units Scale Factor Converg.
 AG8628;SPC FL W     -   388,835.954   180,294.471   MT  0.99994597   -0 05 36.4
 AG8628;SPC FL W     - 1,275,705.96    591,516.11   sFT  0.99994597   -0 05 36.4
 AG8628;UTM  17      - 3,080,397.242   381,831.720   MT  0.99977235   -0 33 38.0
 AG8628
 AG8628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8628!SPC FL W     -   1.00000004  x   0.99994597  =   0.99994601
 AG8628!UTM  17      -   1.00000004  x   0.99977235  =   0.99977239
 AG8628
 AG8628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8183180397(NAD 83)
 AG8628
 AG8628                          SUPERSEDED SURVEY CONTROL
 AG8628
 AG8628  NAD 83(1986)-  27 50 35.07741(N)    082 12 00.23847(W) AD(       ) 2
 AG8628  NGVD 29              25.11   (m)           82.4    (f) LEVELING    3  
 AG8628
 AG8628.Superseded values are not recommended for survey control.
 AG8628
 AG8628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8628.See file dsdata.pdf to determine how the superseded data were derived.
 AG8628
 AG8628_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8628_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8628+STABILITY: SURFACE MOTION
 AG8628_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG8628+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2006
 AG8628
 AG8628  HISTORY     - Date     Condition        Report By
 AG8628  HISTORY     - UNK      MONUMENTED
 AG8628  HISTORY     - 1984     GOOD             FL-057
 AG8628  HISTORY     - 20060221 GOOD             POLASS
 AG8628
 AG8628                          STATION DESCRIPTION
 AG8628
 AG8628'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8628'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8628'
 AG8628'THE STATION IS LOCATED IN THE LITHIA AREA OF SOUTHERN HILLSBOROUGH
 AG8628'COUNTY.
 AG8628'
 AG8628'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 640 AND
 AG8628'BOYETTE ROAD, PROCEED SOUTHERLY ON BOYETTE ROAD APPROXIMATELY 1.05
 AG8628'MILES TO THE D.O.T. STATION ON THE WEST SIDE OF THE ROAD.
 AG8628'
 AG8628'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-71-I03---SET
 AG8628'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 1 INCH
 AG8628'BELOW THE GROUND, LOCATED 108.5 FEET NORTH OF THE INTERSECTION OF
 AG8628'DORMAN ROAD AND BOYETTE ROAD, 12.3 FEET WEST OF THE CENTERLINE OF
 AG8628'BOYETTE ROAD, 2.0 FEET EAST OF A 40 INCH OAK TREE WITH A HILLSBOROUGH
 AG8628'COUNTY METAL DISK, 42.4 FEET WEST NORTHWEST OF A POWER POLE
 AG8628'WITH A D.O.T. METAL TAG.  THERE IS NO UNDERGROUND MARK, STATION IS A
 AG8628'COUNTY TRAVERSE STATION.
 AG8628
 AG8628                          STATION RECOVERY (2006)
 AG8628
 AG8628'RECOVERY NOTE BY POLARIS ASSOCIATES 2006 (TME)
 AG8628'SOME SUBSIDENCE MAY HAVE OCCURED. RECOVERY NOTE SHOULD READ 22.0 FEET
 AG8628'EAST OF A 44 INCH OAK. UP WITH DOT TAG ALSO FOUND.  NOT AN APPROPRIATE
 AG8628'LOCATION FOR GPS OBSERVATIONS DUE TO CANOPY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8629 ***********************************************************************
 AG8629  DESIGNATION -  10 71 I04
 AG8629  PID         -  AG8629
 AG8629  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8629  COUNTRY     -  US
 AG8629  USGS QUAD   -  LITHIA (2018)
 AG8629
 AG8629                         *CURRENT SURVEY CONTROL
 AG8629  ______________________________________________________________________
 AG8629* NAD 83(1990) POSITION- 27 50 47.40626(N) 082 11 59.69913(W)   ADJUSTED
 AG8629* NAVD 88 ORTHO HEIGHT -    25.94  (+/-2cm)       85.1   (feet) VERTCON3
 AG8629  ______________________________________________________________________
 AG8629  GEOID HEIGHT    -        -25.124 (meters)                     GEOID18
 AG8629  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 AG8629  HORZ ORDER      -  SECOND
 AG8629  VERT ORDER      -  THIRD ? (See Below)
 AG8629
 AG8629.The horizontal coordinates were established by classical geodetic methods
 AG8629.and adjusted by the National Geodetic Survey in May 1991.
 AG8629
 AG8629.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8629
 AG8629.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8629.GEOID18 height accuracy estimate available here.
 AG8629
 AG8629.The vertical order pertains to the NGVD 29 superseded value.
 AG8629
 AG8629.Click photographs - Photos may exist for this station.
 AG8629
 AG8629.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8629
 AG8629. The following values were computed from the NAD 83(1990) position.
 AG8629
 AG8629;                    North         East     Units Scale Factor Converg.
 AG8629;SPC FL W     -   389,215.630   180,309.188   MT  0.99994596   -0 05 36.2
 AG8629;SPC FL W     - 1,276,951.61    591,564.39   sFT  0.99994596   -0 05 36.2
 AG8629;UTM  17      - 3,080,776.720   381,849.530   MT  0.99977230   -0 33 38.0
 AG8629
 AG8629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8629!SPC FL W     -   0.99999987  x   0.99994596  =   0.99994583
 AG8629!UTM  17      -   0.99999987  x   0.99977230  =   0.99977217
 AG8629
 AG8629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8184980776(NAD 83)
 AG8629
 AG8629                          SUPERSEDED SURVEY CONTROL
 AG8629
 AG8629  NAD 83(1986)-  27 50 47.41300(N)    082 11 59.72311(W) AD(       ) 2
 AG8629  NGVD 29              26.22   (m)           86.0    (f) LEVELING    3  
 AG8629
 AG8629.Superseded values are not recommended for survey control.
 AG8629
 AG8629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8629.See file dsdata.pdf to determine how the superseded data were derived.
 AG8629
 AG8629_MARKER: DG = GRAVITY STATION DISK
 AG8629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8629_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8629+STABILITY: SURFACE MOTION
 AG8629
 AG8629  HISTORY     - Date     Condition        Report By
 AG8629  HISTORY     - 1984     MONUMENTED       FL-057
 AG8629
 AG8629                          STATION DESCRIPTION
 AG8629
 AG8629'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8629'THE STATION IS LOCATED ABOUT 3.8 MILES WEST OF THE PINECREST AREA, AND
 AG8629'6 MILES SOUTHEAST OF THE BRANDON AREA, AND IN THE LITHIA AREA OF
 AG8629'SOUTHEAST HILLSBOROUGH COUNTY.
 AG8629'
 AG8629'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 640 AND
 AG8629'BOYETTE ROAD, PROCEED SOUTHERLY ON BOYETTE ROAD FOR ABOUT 0.9 MILES
 AG8629'TO THE D.O.T. STATION ON THE LEFT (EAST) SIDE OF THE ROAD.
 AG8629'
 AG8629'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-71-I04---SET
 AG8629'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AG8629'GROUND, LOCATED 19.4 FEET EAST OF THE CENTERLINE OF BOYETTE ROAD,
 AG8629'54.4 FEET SOUTHEAST OF A TELEPHONE POLE WITH A METAL COUNTY TAG, 19.6
 AG8629'FEET NORTHEAST OF A WOOD FENCE POST WITH D.O.T. METAL TAG, 4.6 FEET
 AG8629'WEST OF A METAL WITNESS POST, WITHOUT A SIGN.  THERE IS NO
 AG8629'UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8630 ***********************************************************************
 AG8630  DESIGNATION -  10 71 I06
 AG8630  PID         -  AG8630
 AG8630  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8630  COUNTRY     -  US
 AG8630  USGS QUAD   -  LITHIA (2018)
 AG8630
 AG8630                         *CURRENT SURVEY CONTROL
 AG8630  ______________________________________________________________________
 AG8630* NAD 83(1990) POSITION- 27 51 36.01034(N) 082 11 53.38420(W)   ADJUSTED
 AG8630* NAVD 88 ORTHO HEIGHT -    25.40  (+/-2cm)       83.3   (feet) VERTCON3
 AG8630  ______________________________________________________________________
 AG8630  GEOID HEIGHT    -        -25.151 (meters)                     GEOID18
 AG8630  LAPLACE CORR    -         -1.35  (seconds)                    DEFLEC18
 AG8630  HORZ ORDER      -  SECOND
 AG8630  VERT ORDER      -  THIRD ? (See Below)
 AG8630
 AG8630.The horizontal coordinates were established by classical geodetic methods
 AG8630.and adjusted by the National Geodetic Survey in May 1991.
 AG8630
 AG8630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8630
 AG8630.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8630.GEOID18 height accuracy estimate available here.
 AG8630
 AG8630.The vertical order pertains to the NGVD 29 superseded value.
 AG8630
 AG8630.Click photographs - Photos may exist for this station.
 AG8630
 AG8630.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8630
 AG8630. The following values were computed from the NAD 83(1990) position.
 AG8630
 AG8630;                    North         East     Units Scale Factor Converg.
 AG8630;SPC FL W     -   390,711.423   180,484.381   MT  0.99994588   -0 05 33.4
 AG8630;SPC FL W     - 1,281,859.06    592,139.17   sFT  0.99994588   -0 05 33.4
 AG8630;UTM  17      - 3,082,270.774   382,036.883   MT  0.99977175   -0 33 35.9
 AG8630
 AG8630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8630!SPC FL W     -   0.99999996  x   0.99994588  =   0.99994584
 AG8630!UTM  17      -   0.99999996  x   0.99977175  =   0.99977171
 AG8630
 AG8630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8203682270(NAD 83)
 AG8630
 AG8630                          SUPERSEDED SURVEY CONTROL
 AG8630
 AG8630  NAD 83(1986)-  27 51 36.01708(N)    082 11 53.40793(W) AD(       ) 2
 AG8630  NGVD 29              25.68   (m)           84.3    (f) LEVELING    3  
 AG8630
 AG8630.Superseded values are not recommended for survey control.
 AG8630
 AG8630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8630.See file dsdata.pdf to determine how the superseded data were derived.
 AG8630
 AG8630_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8630_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8630+STABILITY: SURFACE MOTION
 AG8630
 AG8630  HISTORY     - Date     Condition        Report By
 AG8630  HISTORY     - UNK      MONUMENTED
 AG8630  HISTORY     - 1984     GOOD             FL-057
 AG8630  HISTORY     - 20231205 MARK NOT FOUND   PICKET
 AG8630
 AG8630                          STATION DESCRIPTION
 AG8630
 AG8630'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8630'THE STATION IS LOCATED IN THE LIHTIA AREA OF SOUTHERN HILLSBOROUGH
 AG8630'COUNTY.
 AG8630'
 AG8630'TO REACH THE STATION FROM THE INTERSECTION OF HWY 39 AND COUNTY ROAD
 AG8630'640, PROCEED WESTERLY ON COUNTY ROAD 640(LITHIA PINECREST ROAD)
 AG8630'TO THE INTERSECTION WITH BOYETTE ROAD, STATION IS IN THE PARKING LOT
 AG8630'OF THE LITHIA GROCERY STORE, IN THE NORTH WEST CORNER OF THE
 AG8630'INTERSECTION.
 AG8630'
 AG8630'THE STATION IS A STANDARD FL.D.O.T. STAMPED---10-71-I06---SET INTO
 AG8630'THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 1 INCH BELOW
 AG8630'GROUND, LOCATED 13.0 FEET EAST OF THE CENTERLINE OF BOYETTE ROAD,
 AG8630'57.0 FEET NORTHEAST OF A POWER POLE, 73.4 FEET SOUTHEAST OF A
 AG8630'TELEPHONE POLE, 40.7 FEET WEST OF THE SOUTHWEST CORNER OF THE LITHIA
 AG8630'GROCREY STORE, 18.0 FEET NORTHWEST OF A POWER POLE, 19.0 FEET NORTH
 AG8630'OF A WITNESS POST.  THERE IS NO UNDERGROUND MARK, STATION IS A
 AG8630'COUNTY TRAVERSE.
 AG8630
 AG8630                          STATION RECOVERY (2023)
 AG8630
 AG8630'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2023 (JF)
 AG8630'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8631 ***********************************************************************
 AG8631  DESIGNATION -  10 71 I14
 AG8631  PID         -  AG8631
 AG8631  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8631  COUNTRY     -  US
 AG8631  USGS QUAD   -  BRANDON (2018)
 AG8631
 AG8631                         *CURRENT SURVEY CONTROL
 AG8631  ______________________________________________________________________
 AG8631* NAD 83(1990) POSITION- 27 53 36.94678(N) 082 15 09.79611(W)   ADJUSTED
 AG8631* NAVD 88 ORTHO HEIGHT -    19.45  (+/-2cm)       63.8   (feet) VERTCON3
 AG8631  ______________________________________________________________________
 AG8631  GEOID HEIGHT    -        -25.145 (meters)                     GEOID18
 AG8631  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 AG8631  HORZ ORDER      -  THIRD
 AG8631  VERT ORDER      -  THIRD ? (See Below)
 AG8631
 AG8631.The horizontal coordinates were established by classical geodetic methods
 AG8631.and adjusted by the National Geodetic Survey in May 1991.
 AG8631
 AG8631.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8631
 AG8631.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8631.GEOID18 height accuracy estimate available here.
 AG8631
 AG8631.The vertical order pertains to the NGVD 29 superseded value.
 AG8631
 AG8631.Click photographs - Photos may exist for this station.
 AG8631
 AG8631.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8631
 AG8631. The following values were computed from the NAD 83(1990) position.
 AG8631
 AG8631;                    North         East     Units Scale Factor Converg.
 AG8631;SPC FL W     -   394,443.846   175,118.920   MT  0.99994881   -0 07 05.6
 AG8631;SPC FL W     - 1,294,104.52    574,535.99   sFT  0.99994881   -0 07 05.6
 AG8631;UTM  17      - 3,086,046.232   376,702.958   MT  0.99978764   -0 35 10.1
 AG8631
 AG8631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8631!SPC FL W     -   1.00000089  x   0.99994881  =   0.99994970
 AG8631!UTM  17      -   1.00000089  x   0.99978764  =   0.99978853
 AG8631
 AG8631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7670286046(NAD 83)
 AG8631
 AG8631                          SUPERSEDED SURVEY CONTROL
 AG8631
 AG8631  NAD 83(1986)-  27 53 36.95451(N)    082 15 09.81783(W) AD(       ) 3
 AG8631  NGVD 29              19.75   (m)           64.8    (f) LEVELING    3  
 AG8631
 AG8631.Superseded values are not recommended for survey control.
 AG8631
 AG8631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8631.See file dsdata.pdf to determine how the superseded data were derived.
 AG8631
 AG8631_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8631_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AG8631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8631+STABILITY: SURFACE MOTION
 AG8631
 AG8631  HISTORY     - Date     Condition        Report By
 AG8631  HISTORY     - UNK      MONUMENTED
 AG8631  HISTORY     - 1983     GOOD             FL-057
 AG8631
 AG8631                          STATION DESCRIPTION
 AG8631
 AG8631'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AG8631'STATION LOCATED 5 MILES EAST SOUTHEAST OF THE INTERSECTION OF
 AG8631'INTERSTATES 4 AND 75 AND 3 MILES SOUTH OF HWY 60.
 AG8631'
 AG8631'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND HWY 301,
 AG8631'PROCEED EAST ON HWY 60 ABOUT 4.4 MILES TO THE INTERSECTION WITH
 AG8631'LITHIA ROAD, THEN SOUTHEASTERLY ON LITHIA ROAD FOR 3 MILES TO THE
 AG8631'INTERSECTION WITH BLOOMINGDALE ROAD, THEN WEST ON BLOOMINGDALE FOR 0.5
 AG8631'MILE TO THE STATION ON THE LEFT.
 AG8631'
 AG8631'STATION IS A STANDARD D.O.T. DISK STAMPED---10-71-I14---.  THE
 AG8631'SURFACE DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT
 AG8631'RECESSED FOUR INCHES BELOW THE GROUND, LOCATED 8 FEET NORTH OF A METAL
 AG8631'WITNESS POST, 27.33 FEET SOUTWEST OF A RAILROAD SPIKE IN CENTERLINE
 AG8631'ROAD, 47.15 FEET EAST OF A POWER POLE, 61.96 FEET SOUTHEAST OF A
 AG8631'TELEPHONE POLE, 61.51 FEET SOUTHWEST OF A TELEPHONE POLE, 26 FEET
 AG8631'SOUTH OF THE CENTERLINE OF BLOOMINGDALE ROAD.  THERE IS NO UNDERGROUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8632 ***********************************************************************
 AG8632  DESIGNATION -  10 71 I16
 AG8632  PID         -  AG8632
 AG8632  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8632  COUNTRY     -  US
 AG8632  USGS QUAD   -  BRANDON (2018)
 AG8632
 AG8632                         *CURRENT SURVEY CONTROL
 AG8632  ______________________________________________________________________
 AG8632* NAD 83(1990) POSITION- 27 53 37.03853(N) 082 16 09.46217(W)   ADJUSTED
 AG8632* NAVD 88 ORTHO HEIGHT -    15.60  (+/-2cm)       51.2   (feet) VERTCON3
 AG8632  ______________________________________________________________________
 AG8632  GEOID HEIGHT    -        -25.128 (meters)                     GEOID18
 AG8632  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 AG8632  HORZ ORDER      -  THIRD
 AG8632  VERT ORDER      -  THIRD ? (See Below)
 AG8632
 AG8632.The horizontal coordinates were established by classical geodetic methods
 AG8632.and adjusted by the National Geodetic Survey in May 1991.
 AG8632
 AG8632.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8632
 AG8632.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8632.GEOID18 height accuracy estimate available here.
 AG8632
 AG8632.The vertical order pertains to the NGVD 29 superseded value.
 AG8632
 AG8632.Click photographs - Photos may exist for this station.
 AG8632
 AG8632.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8632
 AG8632. The following values were computed from the NAD 83(1990) position.
 AG8632
 AG8632;                    North         East     Units Scale Factor Converg.
 AG8632;SPC FL W     -   394,450.147   173,487.174   MT  0.99994985   -0 07 33.5
 AG8632;SPC FL W     - 1,294,125.19    569,182.50   sFT  0.99994985   -0 07 33.5
 AG8632;UTM  17      - 3,086,065.856   375,071.577   MT  0.99979264   -0 35 38.0
 AG8632
 AG8632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8632!SPC FL W     -   1.00000150  x   0.99994985  =   0.99995135
 AG8632!UTM  17      -   1.00000150  x   0.99979264  =   0.99979414
 AG8632
 AG8632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7507186065(NAD 83)
 AG8632
 AG8632                          SUPERSEDED SURVEY CONTROL
 AG8632
 AG8632  NAD 83(1986)-  27 53 37.04626(N)    082 16 09.48377(W) AD(       ) 3
 AG8632  NGVD 29              15.90   (m)           52.2    (f) LEVELING    3  
 AG8632
 AG8632.Superseded values are not recommended for survey control.
 AG8632
 AG8632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8632.See file dsdata.pdf to determine how the superseded data were derived.
 AG8632
 AG8632_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8632_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AG8632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8632+STABILITY: SURFACE MOTION
 AG8632
 AG8632  HISTORY     - Date     Condition        Report By
 AG8632  HISTORY     - UNK      MONUMENTED
 AG8632  HISTORY     - 1983     GOOD             FL-057
 AG8632
 AG8632                          STATION DESCRIPTION
 AG8632
 AG8632'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AG8632'STATION LOCATED 5 MILES EAST SOUTHEAST OF THE INTERSECTION OF
 AG8632'INTERSTATES 4 AND 75 AND 3 MILES SOUTH OF HWY 60.
 AG8632'
 AG8632'TO REACH THE STATION FROM THE INTERSECTION OF HWY 60 AND HWY 301,
 AG8632'PROCEED EAST ON HWY 60 ABOUT 4.4 MILES TO THE INTERSECTION WITH LITHIA
 AG8632'ROAD, THEN SOUTHEASTERLY ON LITHIA ROAD FOR 1 MILE TO INTERSECTION
 AG8632'WITH BELL SHOALS ROAD, THEN SOUTH ON BELL SHOALS FOR 2 MILES TO
 AG8632'INTERSECTION WITH BLOOMINGDALE ROAD.  STATION IS IN THE INTERSECTION
 AG8632'SOUTHWEST OF THE CENTER.
 AG8632'
 AG8632'STATION IS A STANDARD D.O.T. DISK STAMPED---10-71-I16---.  THE
 AG8632'SURFACE DISK IS SET INTO THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT
 AG8632'RECESSED FOUR INCHES BELOW THE GROUND, LOCATED 31.5 FEET EAST
 AG8632'NORTHEAST OF A POWER POLE, 42.65 NORTHWEST OF A POWER POLE, 51.28
 AG8632'FEET SOUTHEAST OF A TELEPHONE POLE, 86.65 FEET NORTH WEST OF A 14 INCH
 AG8632'OAK TREE, 11.5 FEET WEST OF THE CENTERLINE OF BELL SHOALS ROAD, 13.5
 AG8632'FEET SOUTH OF THE CENTERLINE OF BLOOMINGDALE AVENUE.
 AG8632'UNDERGROUND MARK.  STATION IS A COUNTY TRAVERSE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7495 ***********************************************************************
 AL7495  DESIGNATION -  10 71 N12
 AL7495  PID         -  AL7495
 AL7495  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7495  COUNTRY     -  US
 AL7495  USGS QUAD   -  THONOTOSASSA (2018)
 AL7495
 AL7495                         *CURRENT SURVEY CONTROL
 AL7495  ______________________________________________________________________
 AL7495* NAD 83(1990) POSITION- 28 04 48.76844(N) 082 19 32.28983(W)   ADJUSTED
 AL7495* NAVD 88 ORTHO HEIGHT -    14.05  (+/-2cm)       46.1   (feet) VERTCON3
 AL7495  ______________________________________________________________________
 AL7495  GEOID HEIGHT    -        -25.438 (meters)                     GEOID18
 AL7495  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 AL7495  HORZ ORDER      -  SECOND
 AL7495  VERT ORDER      -  THIRD ? (See Below)
 AL7495
 AL7495.The horizontal coordinates were established by classical geodetic methods
 AL7495.and adjusted by the National Geodetic Survey in May 1991.
 AL7495
 AL7495.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7495
 AL7495.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7495.GEOID18 height accuracy estimate available here.
 AL7495
 AL7495.The vertical order pertains to the NGVD 29 superseded value.
 AL7495
 AL7495.Click photographs - Photos may exist for this station.
 AL7495
 AL7495.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7495
 AL7495. The following values were computed from the NAD 83(1990) position.
 AL7495
 AL7495;                    North         East     Units Scale Factor Converg.
 AL7495;SPC FL W     -   415,140.536   167,995.364   MT  0.99995381   -0 09 11.8
 AL7495;SPC FL W     - 1,362,006.91    551,164.79   sFT  0.99995381   -0 09 11.8
 AL7495;UTM  17      - 3,106,797.410   369,750.243   MT  0.99980939   -0 37 26.7
 AL7495
 AL7495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7495!SPC FL W     -   1.00000179  x   0.99995381  =   0.99995560
 AL7495!UTM  17      -   1.00000179  x   0.99980939  =   0.99981118
 AL7495
 AL7495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6975006797(NAD 83)
 AL7495
 AL7495                          SUPERSEDED SURVEY CONTROL
 AL7495
 AL7495  NAD 83(1986)-  28 04 48.77281(N)    082 19 32.29968(W) AD(       ) 2
 AL7495  NGVD 29              14.31   (m)           46.9    (f) LEVELING    3  
 AL7495
 AL7495.Superseded values are not recommended for survey control.
 AL7495
 AL7495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7495.See file dsdata.pdf to determine how the superseded data were derived.
 AL7495
 AL7495_MARKER: DD = SURVEY DISK
 AL7495_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AL7495_MARK LOGO: FLDT
 AL7495_PROJECTION: FLUSH
 AL7495_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AL7495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7495
 AL7495  HISTORY     - Date     Condition        Report By
 AL7495  HISTORY     - UNK      MONUMENTED       FLDT
 AL7495  HISTORY     - 1983     GOOD             FL-057
 AL7495  HISTORY     - 20040526 GOOD             USPSQD
 AL7495
 AL7495                          STATION DESCRIPTION
 AL7495
 AL7495'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1983 (RSW)
 AL7495'THE STATION IS LOCCATED ABOUT 6 MILES NORTH NORTHEAST OF THE
 AL7495'INTERSECTION OF HWY 301 AND INTERSTATE 4.
 AL7495'
 AL7495'TO REACH THE STATION FROM THE HWY 301 OVERPASS OVER INTERSTATE 4
 AL7495'PROCEED NORTH ON HWY 301 2.8 MILES TO HARNEY ROAD, THEN WEST, LEFT, ON
 AL7495'HARNEY ROAD 0.4 MILE TO MORRIS BRIDGE ROAD, THEN NORTH, RIGHT, ON
 AL7495'MORRIS BRIDGE ROAD 4.8 MILES TO STATION ON LEFT.
 AL7495'
 AL7495'THE STATION IS A STANDARD FLORIDA STATE DEPARTMENT OF TRANSPORTATION
 AL7495'BRONZE DISK SET IN THE TOP OF A 4 INCH BY 4 INCH CONCRETE POST FLUSH
 AL7495'WITH THE GROUND, LOCATED 9.7 FEET SOUTH OF A METAL WITNESS POST, 11.4
 AL7495'FEET SOUTH SOUTHWEST OF A POWER POLE NUMBER 514-1, 38.9 FEET NORTH OF
 AL7495'A POWER POLE NUMBER 94, 5.7 FEET NORTH OF EDGE OF PAVEMENT.
 AL7495
 AL7495                          STATION RECOVERY (2004)
 AL7495
 AL7495'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAH)
 AL7495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8635 ***********************************************************************
 AG8635  DESIGNATION -  10 74 G01
 AG8635  PID         -  AG8635
 AG8635  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8635  COUNTRY     -  US
 AG8635  USGS QUAD   -  RIVERVIEW (2018)
 AG8635
 AG8635                         *CURRENT SURVEY CONTROL
 AG8635  ______________________________________________________________________
 AG8635* NAD 83(1990) POSITION- 27 51 56.79075(N) 082 19 33.64213(W)   ADJUSTED
 AG8635* NAVD 88 ORTHO HEIGHT -     5.39  (+/-2cm)       17.7   (feet) VERTCON3
 AG8635  ______________________________________________________________________
 AG8635  GEOID HEIGHT    -        -25.044 (meters)                     GEOID18
 AG8635  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 AG8635  HORZ ORDER      -  SECOND
 AG8635  VERT ORDER      -  THIRD ? (See Below)
 AG8635
 AG8635.The horizontal coordinates were established by classical geodetic methods
 AG8635.and adjusted by the National Geodetic Survey in May 1991.
 AG8635
 AG8635.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8635
 AG8635.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8635.GEOID18 height accuracy estimate available here.
 AG8635
 AG8635.The vertical order pertains to the NGVD 29 superseded value.
 AG8635
 AG8635.Click photographs - Photos may exist for this station.
 AG8635
 AG8635.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8635
 AG8635. The following values were computed from the NAD 83(1990) position.
 AG8635
 AG8635;                    North         East     Units Scale Factor Converg.
 AG8635;SPC FL W     -   391,377.980   167,895.024   MT  0.99995389   -0 09 08.6
 AG8635;SPC FL W     - 1,284,045.92    550,835.59   sFT  0.99995389   -0 09 08.6
 AG8635;UTM  17      - 3,083,039.894   369,455.381   MT  0.99981035   -0 37 11.5
 AG8635
 AG8635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8635!SPC FL W     -   1.00000309  x   0.99995389  =   0.99995698
 AG8635!UTM  17      -   1.00000309  x   0.99981035  =   0.99981344
 AG8635
 AG8635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6945583039(NAD 83)
 AG8635
 AG8635                          SUPERSEDED SURVEY CONTROL
 AG8635
 AG8635  NAD 83(1986)-  27 51 56.79630(N)    082 19 33.65956(W) AD(       ) 2
 AG8635  NGVD 29               5.67   (m)           18.6    (f) LEVELING    3  
 AG8635
 AG8635.Superseded values are not recommended for survey control.
 AG8635
 AG8635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8635.See file dsdata.pdf to determine how the superseded data were derived.
 AG8635
 AG8635_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8635_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8635+STABILITY: SURFACE MOTION
 AG8635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG8635+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2002
 AG8635
 AG8635  HISTORY     - Date     Condition        Report By
 AG8635  HISTORY     - UNK      MONUMENTED
 AG8635  HISTORY     - 1985     GOOD             FL-057
 AG8635  HISTORY     - 20020316 GOOD             PICKET
 AG8635  HISTORY     - 20040930 MARK NOT FOUND   ORIGRP
 AG8635
 AG8635                          STATION DESCRIPTION
 AG8635
 AG8635'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8635'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8635'
 AG8635'THE STATION IS LOCATED IN THE RIVERVIEW AREA OF HILLSBOROUGH COUNTY.
 AG8635'NOTE BUCKHORN C IS A RAIL ROAD SPIKE IN THE ASPHALT, IN THE
 AG8635'INTERSECTION OF HWY 41 AND BOYETTE ROAD.
 AG8635'
 AG8635'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8635'676A, PROCEED SOUTH ON HWY 301 FOR ABOUT 2.3 MILES TO THE INTERSECTION
 AG8635'WITH BOYETTE ROAD, TURN EAST ON BOYETTE ROAD FOR ABOUT 0.1 MILES TO
 AG8635'THE STATION ON THE NORTH SIDE OF THE ROAD.
 AG8635'
 AG8635'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-74-G01---SET
 AG8635'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8635'BELOW THE GROUND, LOCATED 19.0 FEET NORTHEAST OF THE CENTERLINE OF
 AG8635'BOYETTE ROAD, 40.0 FEET SOUTHEAST OF THE NORTHWEST CORNER OF SIDEWALK,
 AG8635'44.8 FEET SOUTHWEST OF THE NORTHEAST CORNER OF SIDEWALK, 80.7 FEET
 AG8635'NORTHWEST OF A POWER POLE, 62.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AG8635'OF A SIGN BASE(FIRST BAPTIST CHURCH OF RIVERVIEW), 4.3 FEET SOUTH OF
 AG8635'A POWER POLE.  THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY
 AG8635'TRAVERSE STATION.
 AG8635
 AG8635                          STATION RECOVERY (2002)
 AG8635
 AG8635'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2002 (JM)
 AG8635'RECOVERED IN GOOD CONDITION.
 AG8635
 AG8635                          STATION RECOVERY (2004)
 AG8635
 AG8635'RECOVERY NOTE BY ORION GROUP SE 2004 (MEJ)
 AG8635'MARK NOT RECOVER ROAD CONSTRUCTION APPEARS TO HAVE DESTROYED THE MARK
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8636 ***********************************************************************
 AG8636  DESIGNATION -  10 74 G02
 AG8636  PID         -  AG8636
 AG8636  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8636  COUNTRY     -  US
 AG8636  USGS QUAD   -  RIVERVIEW (2018)
 AG8636
 AG8636                         *CURRENT SURVEY CONTROL
 AG8636  ______________________________________________________________________
 AG8636* NAD 83(1990) POSITION- 27 51 41.92404(N) 082 19 18.98601(W)   ADJUSTED
 AG8636* NAVD 88 ORTHO HEIGHT -     6.28  (+/-2cm)       20.6   (feet) VERTCON3
 AG8636  ______________________________________________________________________
 AG8636  GEOID HEIGHT    -        -25.042 (meters)                     GEOID18
 AG8636  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 AG8636  HORZ ORDER      -  SECOND
 AG8636  VERT ORDER      -  THIRD ? (See Below)
 AG8636
 AG8636.The horizontal coordinates were established by classical geodetic methods
 AG8636.and adjusted by the National Geodetic Survey in May 1991.
 AG8636
 AG8636.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8636
 AG8636.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8636.GEOID18 height accuracy estimate available here.
 AG8636
 AG8636.The vertical order pertains to the NGVD 29 superseded value.
 AG8636
 AG8636.Click photographs - Photos may exist for this station.
 AG8636
 AG8636.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8636
 AG8636. The following values were computed from the NAD 83(1990) position.
 AG8636
 AG8636;                    North         East     Units Scale Factor Converg.
 AG8636;SPC FL W     -   390,919.308   168,294.742   MT  0.99995358   -0 09 01.6
 AG8636;SPC FL W     - 1,282,541.10    552,147.00   sFT  0.99995358   -0 09 01.6
 AG8636;UTM  17      - 3,082,578.042   369,851.287   MT  0.99980907   -0 37 04.4
 AG8636
 AG8636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8636!SPC FL W     -   1.00000295  x   0.99995358  =   0.99995653
 AG8636!UTM  17      -   1.00000295  x   0.99980907  =   0.99981202
 AG8636
 AG8636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6985182578(NAD 83)
 AG8636
 AG8636                          SUPERSEDED SURVEY CONTROL
 AG8636
 AG8636  NAD 83(1986)-  27 51 41.92967(N)    082 19 19.00371(W) AD(       ) 2
 AG8636  NGVD 29               6.55   (m)           21.5    (f) LEVELING    3  
 AG8636
 AG8636.Superseded values are not recommended for survey control.
 AG8636
 AG8636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8636.See file dsdata.pdf to determine how the superseded data were derived.
 AG8636
 AG8636_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8636_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8636+STABILITY: SURFACE MOTION
 AG8636
 AG8636  HISTORY     - Date     Condition        Report By
 AG8636  HISTORY     - UNK      MONUMENTED
 AG8636  HISTORY     - 1985     GOOD             FL-057
 AG8636
 AG8636                          STATION DESCRIPTION
 AG8636
 AG8636'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8636'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8636'
 AG8636'THE STATION IS LOCATED IN THE RIVERVIEW AREA OF SOUTHERN HILLSBOROUGH
 AG8636'COUNTY.
 AG8636'
 AG8636'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8636'676A, PROCEED SOUTHERLY ON HWY 301 FOR ABOUT 2.3 MILES TO THE
 AG8636'INTERSECTION WITH BOYETTE ROAD, GO EAST ON BOYETTE ROAD FOR ABOUT
 AG8636'0.5 MILES TO THE STATION ON THE WEST SIDE OF THE ROAD.
 AG8636'
 AG8636'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-74-G02---SET
 AG8636'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8636'BELOW THE GROUND, LOCATED 16.6 FEET WEST OF THE CENTERLINE OF BOYETTE
 AG8636'ROAD, 54.2 FEET NORTHWEST OF A POWER POLE, 121.0 FEET NORTHWEST OF AN
 AG8636'18 INCH OAK TREE, 36.8 FEET NORTH OF A CABBAGE PALM TREE WITH A NAIL
 AG8636'AND HILLSBOROUGH COUNTY DISK.  THERE IS NO UNDERGROUND MARK, STATION
 AG8636'IS A COUNTY TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8637 ***********************************************************************
 AG8637  DESIGNATION -  10 74 G03
 AG8637  PID         -  AG8637
 AG8637  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8637  COUNTRY     -  US
 AG8637  USGS QUAD   -  RIVERVIEW (2018)
 AG8637
 AG8637                         *CURRENT SURVEY CONTROL
 AG8637  ______________________________________________________________________
 AG8637* NAD 83(1990) POSITION- 27 51 26.13220(N) 082 19 07.33418(W)   ADJUSTED
 AG8637* NAVD 88 ORTHO HEIGHT -     5.34  (+/-2cm)       17.5   (feet) VERTCON3
 AG8637  ______________________________________________________________________
 AG8637  GEOID HEIGHT    -        -25.040 (meters)                     GEOID18
 AG8637  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 AG8637  HORZ ORDER      -  SECOND
 AG8637  VERT ORDER      -  THIRD ? (See Below)
 AG8637
 AG8637.The horizontal coordinates were established by classical geodetic methods
 AG8637.and adjusted by the National Geodetic Survey in May 1991.
 AG8637
 AG8637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8637
 AG8637.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8637.GEOID18 height accuracy estimate available here.
 AG8637
 AG8637.The vertical order pertains to the NGVD 29 superseded value.
 AG8637
 AG8637.Click photographs - Photos may exist for this station.
 AG8637
 AG8637.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8637
 AG8637. The following values were computed from the NAD 83(1990) position.
 AG8637
 AG8637;                    North         East     Units Scale Factor Converg.
 AG8637;SPC FL W     -   390,432.386   168,612.229   MT  0.99995333   -0 08 56.1
 AG8637;SPC FL W     - 1,280,943.59    553,188.62   sFT  0.99995333   -0 08 56.1
 AG8637;UTM  17      - 3,082,088.618   370,164.745   MT  0.99980807   -0 36 58.6
 AG8637
 AG8637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8637!SPC FL W     -   1.00000310  x   0.99995333  =   0.99995642
 AG8637!UTM  17      -   1.00000310  x   0.99980807  =   0.99981116
 AG8637
 AG8637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7016482088(NAD 83)
 AG8637
 AG8637                          SUPERSEDED SURVEY CONTROL
 AG8637
 AG8637  NAD 83(1986)-  27 51 26.13792(N)    082 19 07.35212(W) AD(       ) 2
 AG8637  NGVD 29               5.61   (m)           18.4    (f) LEVELING    3  
 AG8637
 AG8637.Superseded values are not recommended for survey control.
 AG8637
 AG8637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8637.See file dsdata.pdf to determine how the superseded data were derived.
 AG8637
 AG8637_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8637+STABILITY: SURFACE MOTION
 AG8637
 AG8637  HISTORY     - Date     Condition        Report By
 AG8637  HISTORY     - UNK      MONUMENTED
 AG8637  HISTORY     - 1985     POOR             FL-057
 AG8637
 AG8637                          STATION DESCRIPTION
 AG8637
 AG8637'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8637'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8637'THE STATION IS LOCATED IN THE RIVERVIEW AREA OF HILLSBOROUGH COUNTY.
 AG8637'NOTE MONUMENT IS SLIGHTY TIPPED TO ONE SIDE.
 AG8637'
 AG8637'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8637'676A, PROCEED SOUTH ON HWY 301 FOR ABOUT 2.3 MILES TO THE INTERSECTION
 AG8637'WITH BOYETTE ROAD, GO EASTERLY ON BOYETTE ROAD FOR ABOUT 0.85 MILES TO
 AG8637'THE STATION ON THE SOUTH SIDE OF THE ROAD.
 AG8637'
 AG8637'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-74-G03---SET
 AG8637'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT SET FLUSH WITH THE
 AG8637'GROUND, LOCATED 17.7 FEET SOUTH SOUTHWEST OF THE CENTERLINE OF
 AG8637'BOYETTE ROAD (NAIL AND CAP), 15.8 FEET NORTHWEST OF A POWER POLE,
 AG8637'37.5 FEET EAST OF A GUY POLE, 100.4 FEET SOUTHEAST OF THE CORNER OF
 AG8637'DECK AND CURB OF BRIDGE NUMBERED 104351, 61.5 FEET SOUTH OF A POWER
 AG8637'POLE.  THERE IS NO UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE
 AG8637'STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8638 ***********************************************************************
 AG8638  DESIGNATION -  10 74 G05
 AG8638  PID         -  AG8638
 AG8638  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8638  COUNTRY     -  US
 AG8638  USGS QUAD   -  RIVERVIEW (2018)
 AG8638
 AG8638                         *CURRENT SURVEY CONTROL
 AG8638  ______________________________________________________________________
 AG8638* NAD 83(1990) POSITION- 27 51 23.66642(N) 082 18 54.67172(W)   ADJUSTED
 AG8638* NAVD 88 ORTHO HEIGHT -    15.26  (+/-2cm)       50.1   (feet) VERTCON3
 AG8638  ______________________________________________________________________
 AG8638  GEOID HEIGHT    -        -25.041 (meters)                     GEOID18
 AG8638  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 AG8638  HORZ ORDER      -  SECOND
 AG8638  VERT ORDER      -  THIRD ? (See Below)
 AG8638
 AG8638.The horizontal coordinates were established by classical geodetic methods
 AG8638.and adjusted by the National Geodetic Survey in May 1991.
 AG8638
 AG8638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8638
 AG8638.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8638.GEOID18 height accuracy estimate available here.
 AG8638
 AG8638.The vertical order pertains to the NGVD 29 superseded value.
 AG8638
 AG8638.Click photographs - Photos may exist for this station.
 AG8638
 AG8638.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8638
 AG8638. The following values were computed from the NAD 83(1990) position.
 AG8638
 AG8638;                    North         East     Units Scale Factor Converg.
 AG8638;SPC FL W     -   390,355.592   168,958.444   MT  0.99995307   -0 08 50.2
 AG8638;SPC FL W     - 1,280,691.64    554,324.50   sFT  0.99995307   -0 08 50.2
 AG8638;UTM  17      - 3,082,009.013   370,510.273   MT  0.99980696   -0 36 52.6
 AG8638
 AG8638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8638!SPC FL W     -   1.00000154  x   0.99995307  =   0.99995461
 AG8638!UTM  17      -   1.00000154  x   0.99980696  =   0.99980850
 AG8638
 AG8638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7051082009(NAD 83)
 AG8638
 AG8638                          SUPERSEDED SURVEY CONTROL
 AG8638
 AG8638  NAD 83(1986)-  27 51 23.67219(N)    082 18 54.69022(W) AD(       ) 2
 AG8638  NGVD 29              15.53   (m)           51.0    (f) LEVELING    3  
 AG8638
 AG8638.Superseded values are not recommended for survey control.
 AG8638
 AG8638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8638.See file dsdata.pdf to determine how the superseded data were derived.
 AG8638
 AG8638_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8638_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8638+STABILITY: SURFACE MOTION
 AG8638
 AG8638  HISTORY     - Date     Condition        Report By
 AG8638  HISTORY     - UNK      MONUMENTED
 AG8638  HISTORY     - 1985     GOOD             FL-057
 AG8638  HISTORY     - 20080418 MARK NOT FOUND   FL-057
 AG8638
 AG8638                          STATION DESCRIPTION
 AG8638
 AG8638'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8638'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8638'
 AG8638'THE STATION IS LOCATED IN THE RIVERVIEW AREA OF SOUTHERN HILLSBOROUGH
 AG8638'COUNTY.
 AG8638'
 AG8638'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8638'676A, PROCEED SOUTHERLY ON HWY 301 FOR ABOUT 2.3 MILES TO THE
 AG8638'INTERSECTION WITH BOYETTE ROAD, GO EASTERLY ON BOYETTE ROAD FOR ABOUT
 AG8638'1.05 MILES TO THE STATION ON THE NORTH SIDE OF THE ROAD.
 AG8638'
 AG8638'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-74-G05---SET
 AG8638'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8638'BELOW THE GROUND, LOCATED 25.7 FEET NORTH OF THE CENTERLINE OF BOYETTE
 AG8638'ROAD, 15.0 FEET NORTH OF A NAIL AND HILLSBOROUGH COUNTY DISK IN THE
 AG8638'EDGE OF PAVEMENT, 50.0 FEET NORTHEAST OF A POWER POLE WITH A D.O.T.
 AG8638'TAG AND NAIL , 44.0 FEET WEST OF A POWER POLE WITH A D.O.T. TAG AND
 AG8638'NAIL, 74.7 FEET NORTHWEST OF A 30 INCH HICKORY TREE.  THERE IS NO
 AG8638'UNDERGROUND MARK, STATION IS A COUNTY TRAVERSE STATION.
 AG8638
 AG8638                          STATION RECOVERY (2008)
 AG8638
 AG8638'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2008 (JG)
 AG8638'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8639 ***********************************************************************
 AG8639  DESIGNATION -  10 74 G07
 AG8639  PID         -  AG8639
 AG8639  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8639  COUNTRY     -  US
 AG8639  USGS QUAD   -  RIVERVIEW (2018)
 AG8639
 AG8639                         *CURRENT SURVEY CONTROL
 AG8639  ______________________________________________________________________
 AG8639* NAD 83(1990) POSITION- 27 51 12.90427(N) 082 18 51.86651(W)   ADJUSTED
 AG8639* NAVD 88 ORTHO HEIGHT -    19.19  (+/-2cm)       63.0   (feet) VERTCON3
 AG8639  ______________________________________________________________________
 AG8639  GEOID HEIGHT    -        -25.038 (meters)                     GEOID18
 AG8639  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 AG8639  HORZ ORDER      -  SECOND
 AG8639  VERT ORDER      -  THIRD ? (See Below)
 AG8639
 AG8639.The horizontal coordinates were established by classical geodetic methods
 AG8639.and adjusted by the National Geodetic Survey in May 1991.
 AG8639
 AG8639.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8639
 AG8639.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8639.GEOID18 height accuracy estimate available here.
 AG8639
 AG8639.The vertical order pertains to the NGVD 29 superseded value.
 AG8639
 AG8639.Click photographs - Photos may exist for this station.
 AG8639
 AG8639.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8639
 AG8639. The following values were computed from the NAD 83(1990) position.
 AG8639
 AG8639;                    North         East     Units Scale Factor Converg.
 AG8639;SPC FL W     -   390,024.125   169,034.338   MT  0.99995301   -0 08 48.8
 AG8639;SPC FL W     - 1,279,604.15    554,573.49   sFT  0.99995301   -0 08 48.8
 AG8639;UTM  17      - 3,081,676.987   370,583.450   MT  0.99980673   -0 36 51.1
 AG8639
 AG8639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8639!SPC FL W     -   1.00000092  x   0.99995301  =   0.99995393
 AG8639!UTM  17      -   1.00000092  x   0.99980673  =   0.99980765
 AG8639
 AG8639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7058381676(NAD 83)
 AG8639
 AG8639                          SUPERSEDED SURVEY CONTROL
 AG8639
 AG8639  NAD 83(1986)-  27 51 12.91027(N)    082 18 51.88519(W) AD(       ) 2
 AG8639  NGVD 29              19.46   (m)           63.8    (f) LEVELING    3  
 AG8639
 AG8639.Superseded values are not recommended for survey control.
 AG8639
 AG8639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8639.See file dsdata.pdf to determine how the superseded data were derived.
 AG8639
 AG8639_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8639+STABILITY: SURFACE MOTION
 AG8639
 AG8639  HISTORY     - Date     Condition        Report By
 AG8639  HISTORY     - UNK      MONUMENTED
 AG8639  HISTORY     - 1985     GOOD             FL-057
 AG8639
 AG8639                          STATION DESCRIPTION
 AG8639
 AG8639'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8639'THIS STATION WAS RECOVED IN GOOD CONDITION.
 AG8639'
 AG8639'THE STATION IS LOCATED IN THE RIVERVIEW AREA OF SOUTHERN HILLSBOROUGH
 AG8639'COUNTY.
 AG8639'
 AG8639'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8639'676A, PROCEED SOUTHERLY ON HWY 301 FOR ABOUT 2.3 MILES TO THE
 AG8639'INTERSECTION WITH BOYETTE ROAD.  GO EAST ON BOYETTE ROAD FOR ABOUT
 AG8639'1.3 MILES TO THE STATION IN THE SOUTHWEST CORNER OF THE TRIANGULAR
 AG8639'MEDIAN IN THE INTERSECTION OF BOYETTE AND BALM RIVERVIEW ROADS.
 AG8639'
 AG8639'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-74-G07---SET
 AG8639'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8639'BELOW THE GROUND, LOCATED 36.6 FEET EAST OF THE CENTERLINE OF BALM
 AG8639'RIVERVIEW ROAD, 18.0 FEET NORTH OF THE CENTERLINE OF BOYETTE ROAD,
 AG8639'50.9 FEET NORTHWEST OF A POWER POLE, 48.2 FEET NORTHEAST OF A POWER
 AG8639'POLE, 71.7 FEET NORTHEAST OF A POWER POLE, 14.3 FEET SOUTHEAST OF AN
 AG8639'IRON ROD WITH A PLASTIC CAP.  THERE IS NO UNDERGROUND MARK, STATION
 AG8639'IS A COUNTY TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8640 ***********************************************************************
 AG8640  DESIGNATION -  10 74 G08
 AG8640  PID         -  AG8640
 AG8640  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8640  COUNTRY     -  US
 AG8640  USGS QUAD   -  RIVERVIEW (2018)
 AG8640
 AG8640                         *CURRENT SURVEY CONTROL
 AG8640  ______________________________________________________________________
 AG8640* NAD 83(1990) POSITION- 27 51 12.58506(N) 082 18 37.49428(W)   ADJUSTED
 AG8640* NAVD 88 ORTHO HEIGHT -    21.00  (+/-2cm)       68.9   (feet) VERTCON3
 AG8640  ______________________________________________________________________
 AG8640  GEOID HEIGHT    -        -25.041 (meters)                     GEOID18
 AG8640  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 AG8640  HORZ ORDER      -  SECOND
 AG8640  VERT ORDER      -  THIRD ? (See Below)
 AG8640
 AG8640.The horizontal coordinates were established by classical geodetic methods
 AG8640.and adjusted by the National Geodetic Survey in May 1991.
 AG8640
 AG8640.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8640
 AG8640.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8640.GEOID18 height accuracy estimate available here.
 AG8640
 AG8640.The vertical order pertains to the NGVD 29 superseded value.
 AG8640
 AG8640.Click photographs - Photos may exist for this station.
 AG8640
 AG8640.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8640
 AG8640. The following values were computed from the NAD 83(1990) position.
 AG8640
 AG8640;                    North         East     Units Scale Factor Converg.
 AG8640;SPC FL W     -   390,013.298   169,427.512   MT  0.99995271   -0 08 42.1
 AG8640;SPC FL W     - 1,279,568.63    555,863.43   sFT  0.99995271   -0 08 42.1
 AG8640;UTM  17      - 3,081,662.956   370,976.464   MT  0.99980547   -0 36 44.4
 AG8640
 AG8640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8640!SPC FL W     -   1.00000063  x   0.99995271  =   0.99995334
 AG8640!UTM  17      -   1.00000063  x   0.99980547  =   0.99980610
 AG8640
 AG8640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7097681662(NAD 83)
 AG8640
 AG8640                          SUPERSEDED SURVEY CONTROL
 AG8640
 AG8640  NAD 83(1986)-  27 51 12.59103(N)    082 18 37.51322(W) AD(       ) 2
 AG8640  NGVD 29              21.27   (m)           69.8    (f) LEVELING    3  
 AG8640
 AG8640.Superseded values are not recommended for survey control.
 AG8640
 AG8640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8640.See file dsdata.pdf to determine how the superseded data were derived.
 AG8640
 AG8640_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8640_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8640+STABILITY: SURFACE MOTION
 AG8640
 AG8640  HISTORY     - Date     Condition        Report By
 AG8640  HISTORY     - UNK      MONUMENTED
 AG8640  HISTORY     - 1985     GOOD             FL-057
 AG8640
 AG8640                          STATION DESCRIPTION
 AG8640
 AG8640'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8640'THIS STATION WAS RECOVERED IN GOOD CONDITION.
 AG8640'
 AG8640'THE STATION IS LOCATED IN THE RIVERVIEW AREA OF SOUTH HILLSBOROUGH
 AG8640'COUNTY.
 AG8640'
 AG8640'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8640'676A, PROCEED SOUTH ON HWY 301 FOR ABOUT 2.3 MILES TO THE INTERSECTION
 AG8640'WITH BOYETTE ROAD.  GO EAST ON BOYETTE ROAD FOR ABOUT 1.5 MILES TO
 AG8640'THE STATION ON THE SOUTH SIDE OF THE ROAD.
 AG8640'
 AG8640'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-74-G08---SET
 AG8640'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 1 INCH
 AG8640'BELOW THE GROUND, LOCATED 19.1 FEET SOUTH OF THE CENTERLINE OF
 AG8640'BOYETTE ROAD, 8.3 FEET NORTH OF A WITNESS POST AND FENCE, 10.6 FEET
 AG8640'NORTHEAST OF A FENCE CORNER, 75.6 FEET EAST OF A POWER POLE, 96.0
 AG8640'FEET SOUTHEAST OF A POWER POLE.  THERE IS NO UNDERGROUND MARK,
 AG8640'STATION IS A COUNTY TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8641 ***********************************************************************
 AG8641  DESIGNATION -  10 74 G09
 AG8641  PID         -  AG8641
 AG8641  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8641  COUNTRY     -  US
 AG8641  USGS QUAD   -  RIVERVIEW (2018)
 AG8641
 AG8641                         *CURRENT SURVEY CONTROL
 AG8641  ______________________________________________________________________
 AG8641* NAD 83(1990) POSITION- 27 51 13.06798(N) 082 18 07.53493(W)   ADJUSTED
 AG8641* NAVD 88 ORTHO HEIGHT -    22.26  (+/-2cm)       73.0   (feet) VERTCON3
 AG8641  ______________________________________________________________________
 AG8641  GEOID HEIGHT    -        -25.047 (meters)                     GEOID18
 AG8641  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 AG8641  HORZ ORDER      -  SECOND
 AG8641  VERT ORDER      -  THIRD ? (See Below)
 AG8641
 AG8641.The horizontal coordinates were established by classical geodetic methods
 AG8641.and adjusted by the National Geodetic Survey in May 1991.
 AG8641
 AG8641.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8641
 AG8641.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8641.GEOID18 height accuracy estimate available here.
 AG8641
 AG8641.The vertical order pertains to the NGVD 29 superseded value.
 AG8641
 AG8641.Click photographs - Photos may exist for this station.
 AG8641
 AG8641.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8641
 AG8641. The following values were computed from the NAD 83(1990) position.
 AG8641
 AG8641;                    North         East     Units Scale Factor Converg.
 AG8641;SPC FL W     -   390,026.116   170,247.183   MT  0.99995210   -0 08 28.1
 AG8641;SPC FL W     - 1,279,610.68    558,552.63   sFT  0.99995210   -0 08 28.1
 AG8641;UTM  17      - 3,081,669.087   371,796.091   MT  0.99980287   -0 36 30.4
 AG8641
 AG8641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8641!SPC FL W     -   1.00000044  x   0.99995210  =   0.99995254
 AG8641!UTM  17      -   1.00000044  x   0.99980287  =   0.99980331
 AG8641
 AG8641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7179681669(NAD 83)
 AG8641
 AG8641                          SUPERSEDED SURVEY CONTROL
 AG8641
 AG8641  NAD 83(1986)-  27 51 13.07390(N)    082 18 07.55413(W) AD(       ) 2
 AG8641  NGVD 29              22.53   (m)           73.9    (f) LEVELING    3  
 AG8641
 AG8641.Superseded values are not recommended for survey control.
 AG8641
 AG8641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8641.See file dsdata.pdf to determine how the superseded data were derived.
 AG8641
 AG8641_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8641_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8641+STABILITY: SURFACE MOTION
 AG8641
 AG8641  HISTORY     - Date     Condition        Report By
 AG8641  HISTORY     - UNK      MONUMENTED
 AG8641  HISTORY     - 1985     GOOD             FL-057
 AG8641
 AG8641                          STATION DESCRIPTION
 AG8641
 AG8641'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8641'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8641'
 AG8641'STATION IS LOCATED IN THE RIVERVIEW AREA OF SOUTHERN HILLSBOROUGH
 AG8641'COUNTY.
 AG8641'
 AG8641'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8641'676A, PROCEED SOUTHERLY ON HWY 301 FOR ABOUT 2.3 MILES TO THE
 AG8641'INTRSECTION WITH BOYETTE ROAD.  GO EASTERLY ON BOYETTE ROAD FOR ABOUT
 AG8641'2.05 MILES TO THE STATION ON THE NORTH SIDE OF THE ROAD.
 AG8641'
 AG8641'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-74-G09---SET
 AG8641'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 4 INCHES
 AG8641'BELOW THE GROUND, LOCATED 23.2 FEET NORTH OF THE CENTERLINE OF
 AG8641'BOYETTE ROAD, 28.7 FEET SOUTH OF A 24 INCH OAK TREE, 77.0 FEET
 AG8641'NORTHEAST OF A POWER POLE, 68.3 FEET SOUTHEAST OF A FENCE CORNER,
 AG8641'5.6 FEET NORTHEAST OF A POWER POLE, 50 FEET NORTHEAST OF THE
 AG8641'INTERSECTION OF BOYETTE AND MCMULLEN ROADS.  THERE IS NO UNDERGROUND
 AG8641'MARK, STATION IS A COUNTY TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8642 ***********************************************************************
 AG8642  DESIGNATION -  10 74 G14
 AG8642  PID         -  AG8642
 AG8642  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8642  COUNTRY     -  US
 AG8642  USGS QUAD   -  RIVERVIEW (2018)
 AG8642
 AG8642                         *CURRENT SURVEY CONTROL
 AG8642  ______________________________________________________________________
 AG8642* NAD 83(1990) POSITION- 27 51 12.79123(N) 082 16 09.06874(W)   ADJUSTED
 AG8642* NAVD 88 ORTHO HEIGHT -    15.53  (+/-2cm)       51.0   (feet) VERTCON3
 AG8642  ______________________________________________________________________
 AG8642  GEOID HEIGHT    -        -25.070 (meters)                     GEOID18
 AG8642  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 AG8642  HORZ ORDER      -  SECOND
 AG8642  VERT ORDER      -  THIRD ? (See Below)
 AG8642
 AG8642.The horizontal coordinates were established by classical geodetic methods
 AG8642.and adjusted by the National Geodetic Survey in May 1991.
 AG8642
 AG8642.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8642
 AG8642.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8642.GEOID18 height accuracy estimate available here.
 AG8642
 AG8642.The vertical order pertains to the NGVD 29 superseded value.
 AG8642
 AG8642.Click photographs - Photos may exist for this station.
 AG8642
 AG8642.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8642
 AG8642. The following values were computed from the NAD 83(1990) position.
 AG8642
 AG8642;                    North         East     Units Scale Factor Converg.
 AG8642;SPC FL W     -   390,010.048   173,488.180   MT  0.99994985   -0 07 32.8
 AG8642;SPC FL W     - 1,279,557.97    569,185.80   sFT  0.99994985   -0 07 32.8
 AG8642;UTM  17      - 3,081,626.594   375,036.354   MT  0.99979275   -0 35 35.0
 AG8642
 AG8642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8642!SPC FL W     -   1.00000150  x   0.99994985  =   0.99995135
 AG8642!UTM  17      -   1.00000150  x   0.99979275  =   0.99979425
 AG8642
 AG8642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7503681626(NAD 83)
 AG8642
 AG8642                          SUPERSEDED SURVEY CONTROL
 AG8642
 AG8642  NAD 83(1986)-  27 51 12.79692(N)    082 16 09.08899(W) AD(       ) 2
 AG8642  NGVD 29              15.80   (m)           51.8    (f) LEVELING    3  
 AG8642
 AG8642.Superseded values are not recommended for survey control.
 AG8642
 AG8642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8642.See file dsdata.pdf to determine how the superseded data were derived.
 AG8642
 AG8642_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8642_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG8642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8642+STABILITY: SURFACE MOTION
 AG8642
 AG8642  HISTORY     - Date     Condition        Report By
 AG8642  HISTORY     - UNK      MONUMENTED
 AG8642  HISTORY     - 1985     GOOD             FL-057
 AG8642
 AG8642                          STATION DESCRIPTION
 AG8642
 AG8642'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1985 (RSW)
 AG8642'THIS STATION RECOVERED IN GOOD CONDITION.
 AG8642'
 AG8642'THE STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF THE RIVERVIEW AREA
 AG8642'OF SOUTHERN HILLSBOROUGH COUNTY.
 AG8642'
 AG8642'TO REACH THE STATION FROM THE INTERSECTION OF HWY 301 AND STATE ROAD
 AG8642'676A, PROCEED SOUTHERLY ON HWY 301 FOR ABOUT 2.3 MILES TO THE
 AG8642'INTERSECTION WITH BOYETTE ROAD.  GO EASTERLY ON BOYETTE ROAD FOR
 AG8642'ABOUT 4.1 MILES TO THE STATION ON THE EAST SIDE OF THE T
 AG8642'INTERSECTION OF THE ROAD.
 AG8642'
 AG8642'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED---10-74-G14---SET
 AG8642'INTO THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT RECESSED 6 INCHES
 AG8642'BELOW THE GROUND, LOCATED 24.7 FEET SOUTH OF THE EXTENDED EAST AND
 AG8642'WEST CENTERLINE OF BOYETTE ROAD, 15.4 FEET EAST OF THE NORTH-SOUTH
 AG8642'CENTERLINE OF BOYETTE ROAD, 20.6 FEET NORTHEAST OF A POWER POLE, 43.2
 AG8642'FEET SOUTHWEST OF A FENCE CORNER, 41.6 FEET SOUTHEAST OF A RAILROAD
 AG8642'SPIKE IN PAVEMENT, 29.2 FEET SOUTHEAST OF THE INTERSECTION OF BELL
 AG8642'SHOALS AND BOYETTE ROADS.  THERE IS NO UNDERGROUND MARK, STATION IS A
 AG8642'COUNTY TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1522 ***********************************************************************
 DM1522  DESIGNATION -  10 90 A017
 DM1522  PID         -  DM1522
 DM1522  STATE/COUNTY-  FL/HILLSBOROUGH
 DM1522  COUNTRY     -  US
 DM1522  USGS QUAD   -  TAMPA (2018)
 DM1522
 DM1522                         *CURRENT SURVEY CONTROL
 DM1522  ______________________________________________________________________
 DM1522* NAD 83(1986) POSITION- 27 57 37.6    (N) 082 28 04.6    (W)   HD_HELD2
 DM1522* NAVD 88 ORTHO HEIGHT -    13.630 (meters)       44.72  (feet) ADJUSTED
 DM1522  ______________________________________________________________________
 DM1522  GEOID HEIGHT    -        -25.008 (meters)                     GEOID18
 DM1522  DYNAMIC HEIGHT  -         13.610 (meters)       44.65  (feet) COMP
 DM1522  MODELED GRAVITY -    979,188.4   (mgal)                       NAVD 88
 DM1522
 DM1522  VERT ORDER      -  SECOND    CLASS I
 DM1522
 DM1522.The horizontal coordinates were established by autonomous hand held GPS
 DM1522.observations and have an estimated accuracy of +/- 10 meters.
 DM1522
 DM1522.The orthometric height was determined by differential leveling and
 DM1522.adjusted by the NATIONAL GEODETIC SURVEY
 DM1522.in September 2010.
 DM1522
 DM1522.No vertical observational check was made to the station.
 DM1522
 DM1522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1522.GEOID18 height accuracy estimate available here.
 DM1522
 DM1522.Click photographs - Photos may exist for this station.
 DM1522
 DM1522.The dynamic height is computed by dividing the NAVD 88
 DM1522.geopotential number by the normal gravity value computed on the
 DM1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1522.degrees latitude (g = 980.6199 gals.).
 DM1522
 DM1522.The modeled gravity was interpolated from observed gravity values.
 DM1522
 DM1522;                    North         East    Units  Estimated Accuracy
 DM1522;SPC FL W     -   401,914.      153,958.      MT  (+/- 10 meters HH2 GPS)
 DM1522
 DM1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5560693687(NAD 83)
 DM1522
 DM1522                          SUPERSEDED SURVEY CONTROL
 DM1522
 DM1522.No superseded survey control is available for this station.
 DM1522
 DM1522_MARKER: DD = SURVEY DISK
 DM1522_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM1522_SP_SET: BRIDGE SIDEWALK
 DM1522_STAMPING: 10 90 A017
 DM1522_MARK LOGO: FLDT
 DM1522_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1522+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2021
 DM1522
 DM1522  HISTORY     - Date     Condition        Report By
 DM1522  HISTORY     - 1990     MONUMENTED       FLDT
 DM1522  HISTORY     - 20080826 GOOD             FLDEP
 DM1522  HISTORY     - 20210401 GOOD             FGLDSV
 DM1522
 DM1522                          STATION DESCRIPTION
 DM1522
 DM1522'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DM1522'THE MARK IS IN WEST TAMPA, IN SECTION 14, TOWNSHIP 29 SOUTH, RANGE 18
 DM1522'EAST.
 DM1522'
 DM1522'TO REACH THE MARK FROM THE SOUTH END OF THE NORTH BOULEVARD BRIDGE
 DM1522'OVER THE HILLSBOROUGH RIVER IN WEST TAMPA, GO NORTH ON NORTH BOULEVARD
 DM1522'FOR 0.05 MI (0.1 KM) TO THE MARK ON THE LEFT, SET IN THE WEST SIDEWALK
 DM1522'ABOUT 0.6 FT (0.2 M) ABOVE THE LEVEL OF NORTH BOULEVARD.
 DM1522'
 DM1522'LOCATED 24.6 FT (7.5 M) WEST OF THE APPROXIMATE CENTERLINE OF NORTH
 DM1522'BOULEVARD, 19.4 FT (5.9 M) NORTH OF A METAL LIGHT POLE NUMBERED
 DM1522'24885-41843, 3.1 FT (0.9 M) WEST OF A CONCRETE CURB FACE AND 2.0 FT
 DM1522'(0.6 M) EAST OF A METAL GUARDRAIL.
 DM1522
 DM1522                          STATION RECOVERY (2021)
 DM1522
 DM1522'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2021 (JKI)
 DM1522'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9483 ***********************************************************************
 AG9483  DESIGNATION -  10 90 A098
 AG9483  PID         -  AG9483
 AG9483  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9483  COUNTRY     -  US
 AG9483  USGS QUAD   -  BRANDON (2018)
 AG9483
 AG9483                         *CURRENT SURVEY CONTROL
 AG9483  ______________________________________________________________________
 AG9483* NAD 83(2011) POSITION- 27 59 34.10323(N) 082 19 07.77862(W)   ADJUSTED
 AG9483* NAD 83(2011) ELLIP HT-   -13.302 (meters)        (06/27/12)   ADJUSTED
 AG9483* NAD 83(2011) EPOCH   -  2010.00
 AG9483* NAVD 88 ORTHO HEIGHT -    12.0   (meters)       39.    (feet) GPS OBS
 AG9483  ______________________________________________________________________
 AG9483  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9483  GEOID HEIGHT    -        -25.960 (meters)                     GEOID93
 AG9483  GEOID HEIGHT    -        -25.246 (meters)                     GEOID18
 AG9483  NAD 83(2011) X  -    753,321.819 (meters)                     COMP
 AG9483  NAD 83(2011) Y  - -5,585,510.779 (meters)                     COMP
 AG9483  NAD 83(2011) Z  -  2,975,795.138 (meters)                     COMP
 AG9483  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 AG9483
 AG9483  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9483  Standards:
 AG9483         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9483            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9483  -------------------------------------------------------------------
 AG9483  NETWORK    1.47   2.55           0.60   0.60   1.30      0.18207436
 AG9483  -------------------------------------------------------------------
 AG9483  Click here for local accuracies and other accuracy information.
 AG9483
 AG9483.The horizontal coordinates were established by GPS observations
 AG9483.and adjusted by the National Geodetic Survey in June 2012.
 AG9483
 AG9483.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9483.been affixed to the stable North American tectonic plate. See 
 AG9483.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9483
 AG9483.The horizontal coordinates are valid at the epoch date displayed above
 AG9483.which is a decimal equivalence of Year/Month/Day.
 AG9483
 AG9483.The orthometric height was determined by GPS observations and a
 AG9483.high-resolution geoid model.
 AG9483
 AG9483.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9483.GEOID18 height accuracy estimate available here.
 AG9483
 AG9483.Click photographs - Photos may exist for this station.
 AG9483
 AG9483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9483
 AG9483.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9483
 AG9483.The ellipsoidal height was determined by GPS observations
 AG9483.and is referenced to NAD 83.
 AG9483
 AG9483. The following values were computed from the NAD 83(2011) position.
 AG9483
 AG9483;                    North         East     Units Scale Factor Converg.
 AG9483;SPC FL W     -   405,452.803   168,639.213   MT  0.99995331   -0 08 58.7
 AG9483;SPC FL W     - 1,330,223.07    553,277.15   sFT  0.99995331   -0 08 58.7
 AG9483;UTM  17      - 3,097,106.126   370,314.500   MT  0.99980758   -0 37 08.7
 AG9483
 AG9483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9483!SPC FL W     -   1.00000209  x   0.99995331  =   0.99995540
 AG9483!UTM  17      -   1.00000209  x   0.99980758  =   0.99980967
 AG9483
 AG9483:                Primary Azimuth Mark                     Grid Az
 AG9483:SPC FL W     -  10 90 A099                               000 24 09.8
 AG9483:UTM  17      -  10 90 A099                               000 52 19.8
 AG9483
 AG9483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7031497106(NAD 83)
 AG9483
 AG9483|---------------------------------------------------------------------|
 AG9483| PID    Reference Object                     Distance      Geod. Az  |
 AG9483|                                                           dddmmss.s |
 AG9483| AL8191 10 90 A099                          APPROX. 1.0 KM 0001511.1 |
 AG9483|---------------------------------------------------------------------|
 AG9483
 AG9483                          SUPERSEDED SURVEY CONTROL
 AG9483
 AG9483  NAD 83(2007)-  27 59 34.10329(N)    082 19 07.77936(W) AD(2002.00) 0
 AG9483  ELLIP H (02/10/07)  -13.286  (m)                       GP(2002.00)    
 AG9483  NAD 83(1999)-  27 59 34.10322(N)    082 19 07.77984(W) AD(       ) 1
 AG9483  ELLIP H (06/19/01)  -13.282  (m)                       GP(       ) 4 1
 AG9483  NAD 83(1990)-  27 59 34.10165(N)    082 19 07.77895(W) AD(       ) 1
 AG9483  ELLIP H (07/07/94)  -13.250  (m)                       GP(       ) 4 1
 AG9483  NAD 83(1990)-  27 59 34.10169(N)    082 19 07.77915(W) AD(       ) 2
 AG9483
 AG9483.Superseded values are not recommended for survey control.
 AG9483
 AG9483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9483.See file dsdata.pdf to determine how the superseded data were derived.
 AG9483
 AG9483_MARKER: DD = SURVEY DISK
 AG9483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9483_STAMPING: 10-90-A098
 AG9483_MARK LOGO: FLDT
 AG9483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9483+STABILITY: SURFACE MOTION
 AG9483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9483+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2015
 AG9483
 AG9483  HISTORY     - Date     Condition        Report By
 AG9483  HISTORY     - 1992     MONUMENTED       GENGRP
 AG9483  HISTORY     - 20150825 GOOD             WANTGP
 AG9483  HISTORY     - 20151010 GOOD             WANTGP
 AG9483
 AG9483                          STATION DESCRIPTION
 AG9483
 AG9483'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AG9483'8.3 MI (13.4 KM) FROM TAMPA. FROM THE INTERSECTION OF HIGHWAY 92 AND
 AG9483'WILLIAM ROAD PROCEED SOUTH 0.4 MI (0.6 KM) TO THE STATION ON THE
 AG9483'RIGHT. STATION IS 154 FT (46.9 M) NORTH OF THE CENTERLINE OF LEHMAN
 AG9483'ROAD, 20.6 FT (6.3 M) WEST OF THE CENTERLINE OF WILLIAM ROAD, 51 FT
 AG9483'(15.5 M) SOUTH OF A POWERPOLE, 19 FT (5.8 M) EAST OF A HOGWIRE FENCE,
 AG9483'174 FT (53.0 M) NORTH OF A POWER POLE. SECTION 5 TWP 29 S. RGE. 20 E.
 AG9483
 AG9483                          STATION RECOVERY (2015)
 AG9483
 AG9483'RECOVERY NOTE BY WANTMAN GROUP INC 2015 (DC)
 AG9483'RECOVERED IN GOOD CONDITION.
 AG9483
 AG9483                          STATION RECOVERY (2015)
 AG9483
 AG9483'RECOVERY NOTE BY WANTMAN GROUP INC 2015 (DC)
 AG9483'RECOVERED          TREES TO EAST FOR LOW VISABILITY
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8191 ***********************************************************************
 AL8191  DESIGNATION -  10 90 A099
 AL8191  PID         -  AL8191
 AL8191  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8191  COUNTRY     -  US
 AL8191  USGS QUAD   -  THONOTOSASSA (2018)
 AL8191
 AL8191                         *CURRENT SURVEY CONTROL
 AL8191  ______________________________________________________________________
 AL8191* NAD 83(2011) POSITION- 28 00 07.55398(N) 082 19 07.61215(W)   ADJUSTED
 AL8191* NAD 83(2011) ELLIP HT-   -10.241 (meters)        (06/27/12)   ADJUSTED
 AL8191* NAD 83(2011) EPOCH   -  2010.00
 AL8191* NAVD 88 ORTHO HEIGHT -    15.1   (meters)       50.    (feet) GPS OBS
 AL8191  ______________________________________________________________________
 AL8191  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8191  GEOID HEIGHT    -        -25.980 (meters)                     GEOID93
 AL8191  GEOID HEIGHT    -        -25.265 (meters)                     GEOID18
 AL8191  NAD 83(2011) X  -    753,262.078 (meters)                     COMP
 AL8191  NAD 83(2011) Y  - -5,585,033.804 (meters)                     COMP
 AL8191  NAD 83(2011) Z  -  2,976,705.784 (meters)                     COMP
 AL8191  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 AL8191
 AL8191  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8191  Standards:
 AL8191         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8191            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8191  -------------------------------------------------------------------
 AL8191  NETWORK    1.45   2.25           0.57   0.61   1.15      0.14826753
 AL8191  -------------------------------------------------------------------
 AL8191  Click here for local accuracies and other accuracy information.
 AL8191
 AL8191.The horizontal coordinates were established by GPS observations
 AL8191.and adjusted by the National Geodetic Survey in June 2012.
 AL8191
 AL8191.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8191.been affixed to the stable North American tectonic plate. See 
 AL8191.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8191
 AL8191.The horizontal coordinates are valid at the epoch date displayed above
 AL8191.which is a decimal equivalence of Year/Month/Day.
 AL8191
 AL8191.The orthometric height was determined by GPS observations and a
 AL8191.high-resolution geoid model.
 AL8191
 AL8191.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8191.GEOID18 height accuracy estimate available here.
 AL8191
 AL8191.Click photographs - Photos may exist for this station.
 AL8191
 AL8191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8191
 AL8191.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8191
 AL8191.The ellipsoidal height was determined by GPS observations
 AL8191.and is referenced to NAD 83.
 AL8191
 AL8191. The following values were computed from the NAD 83(2011) position.
 AL8191
 AL8191;                    North         East     Units Scale Factor Converg.
 AL8191;SPC FL W     -   406,482.459   168,646.451   MT  0.99995331   -0 08 58.8
 AL8191;SPC FL W     - 1,333,601.20    553,300.90   sFT  0.99995331   -0 08 58.8
 AL8191;UTM  17      - 3,098,135.539   370,330.173   MT  0.99980753   -0 37 09.3
 AL8191
 AL8191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8191!SPC FL W     -   1.00000161  x   0.99995331  =   0.99995492
 AL8191!UTM  17      -   1.00000161  x   0.99980753  =   0.99980914
 AL8191
 AL8191:                Primary Azimuth Mark                     Grid Az
 AL8191:SPC FL W     -  10 90 A098                               180 24 09.9
 AL8191:UTM  17      -  10 90 A098                               180 52 20.4
 AL8191
 AL8191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7033098135(NAD 83)
 AL8191
 AL8191|---------------------------------------------------------------------|
 AL8191| PID    Reference Object                     Distance      Geod. Az  |
 AL8191|                                                           dddmmss.s |
 AL8191| AG9483 10 90 A098                          APPROX. 1.0 KM 1801511.1 |
 AL8191|---------------------------------------------------------------------|
 AL8191
 AL8191                          SUPERSEDED SURVEY CONTROL
 AL8191
 AL8191  NAD 83(2007)-  28 00 07.55405(N)    082 19 07.61289(W) AD(2002.00) 0
 AL8191  ELLIP H (02/10/07)  -10.225  (m)                       GP(2002.00)    
 AL8191  NAD 83(1999)-  28 00 07.55398(N)    082 19 07.61337(W) AD(       ) 1
 AL8191  ELLIP H (06/19/01)  -10.221  (m)                       GP(       ) 4 1
 AL8191  NAD 83(1990)-  28 00 07.55240(N)    082 19 07.61248(W) AD(       ) 1
 AL8191  ELLIP H (07/07/94)  -10.190  (m)                       GP(       ) 4 1
 AL8191  NAD 83(1990)-  28 00 07.55244(N)    082 19 07.61268(W) AD(       ) 2
 AL8191
 AL8191.Superseded values are not recommended for survey control.
 AL8191
 AL8191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8191.See file dsdata.pdf to determine how the superseded data were derived.
 AL8191
 AL8191_MARKER: DD = SURVEY DISK
 AL8191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8191_STAMPING: 10-90-A099
 AL8191_MARK LOGO: FLDT
 AL8191_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8191+STABILITY: SURFACE MOTION
 AL8191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8191+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2015
 AL8191
 AL8191  HISTORY     - Date     Condition        Report By
 AL8191  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8191  HISTORY     - 20151010 GOOD             WANTGP
 AL8191
 AL8191                          STATION DESCRIPTION
 AL8191
 AL8191'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8191'MI EAST OF TAMPA. FROM THE INTERSECTION OF HIGHWAY 92 AND WILLLIAMS
 AL8191'ROAD PROCEED NORTH 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT. THE
 AL8191'STATION IS 24 FT (7.3 M) EAST OF THE CENTER OF WILLIAMS ROAD, 72.5 FT
 AL8191'(22.1 M) NORTH OF A POWERPOLE, 150 FT (45.7 M) SOUTH OF A POWER POLE,
 AL8191'366.8 FT (111.8 M) SOUTH OF THE CENTER OF THE INTERSTATE HIGHWAY 4
 AL8191'EAST BOUND EDGE OF PAVEMENT, 1.3 FT (0.4 M) EAST OF A STEEL GUARD
 AL8191'RAIL. STATION IF SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 32
 AL8191'TWP.28 S. RGE. 20 E.
 AL8191
 AL8191                          STATION RECOVERY (2015)
 AL8191
 AL8191'RECOVERY NOTE BY WANTMAN GROUP INC 2015 (DC)
 AL8191'RECOVERED          TREES TO EAST FOR LOW VISABILITY
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8192 ***********************************************************************
 AL8192  DESIGNATION -  10 92 B01
 AL8192  PID         -  AL8192
 AL8192  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8192  COUNTRY     -  US
 AL8192  USGS QUAD   -  THONOTOSASSA (2018)
 AL8192
 AL8192                         *CURRENT SURVEY CONTROL
 AL8192  ______________________________________________________________________
 AL8192* NAD 83(2011) POSITION- 28 00 12.93696(N) 082 18 36.70567(W)   ADJUSTED
 AL8192* NAD 83(2011) ELLIP HT-   -14.854 (meters)        (06/27/12)   ADJUSTED
 AL8192* NAD 83(2011) EPOCH   -  2010.00
 AL8192* NAVD 88 ORTHO HEIGHT -    10.46  (meters)       34.3   (feet) LEVELING
 AL8192  ______________________________________________________________________
 AL8192  GEOID HEIGHT    -        -25.280 (meters)                     GEOID18
 AL8192  NAD 83(2011) X  -    754,087.969 (meters)                     COMP
 AL8192  NAD 83(2011) Y  - -5,584,839.736 (meters)                     COMP
 AL8192  NAD 83(2011) Z  -  2,976,849.923 (meters)                     COMP
 AL8192  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 AL8192  VERT ORDER      -  THIRD ?
 AL8192
 AL8192  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8192  Standards:
 AL8192         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8192            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8192  -------------------------------------------------------------------
 AL8192  NETWORK    0.75   1.25           0.29   0.32   0.64      0.07990446
 AL8192  -------------------------------------------------------------------
 AL8192  Click here for local accuracies and other accuracy information.
 AL8192
 AL8192.The horizontal coordinates were established by GPS observations
 AL8192.and adjusted by the National Geodetic Survey in June 2012.
 AL8192
 AL8192.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8192.been affixed to the stable North American tectonic plate. See 
 AL8192.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8192
 AL8192.The horizontal coordinates are valid at the epoch date displayed above
 AL8192.which is a decimal equivalence of Year/Month/Day.
 AL8192
 AL8192.The orthometric height was determined by differential leveling.
 AL8192.The vertical network tie was performed by a horz. field party for horz.
 AL8192.obs reductions. Reset procedures were used to establish the elevation.
 AL8192
 AL8192.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8192.GEOID18 height accuracy estimate available here.
 AL8192
 AL8192.Click photographs - Photos may exist for this station.
 AL8192
 AL8192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8192
 AL8192.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8192
 AL8192.The ellipsoidal height was determined by GPS observations
 AL8192.and is referenced to NAD 83.
 AL8192
 AL8192. The following values were computed from the NAD 83(2011) position.
 AL8192
 AL8192;                    North         East     Units Scale Factor Converg.
 AL8192;SPC FL W     -   406,645.980   169,491.263   MT  0.99995266   -0 08 44.3
 AL8192;SPC FL W     - 1,334,137.69    556,072.59   sFT  0.99995266   -0 08 44.3
 AL8192;UTM  17      - 3,098,292.107   371,176.173   MT  0.99980483   -0 36 54.9
 AL8192
 AL8192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8192!SPC FL W     -   1.00000233  x   0.99995266  =   0.99995499
 AL8192!UTM  17      -   1.00000233  x   0.99980483  =   0.99980716
 AL8192
 AL8192:                Primary Azimuth Mark                     Grid Az
 AL8192:SPC FL W     -  10 92 B03                                075 54 16.7
 AL8192:UTM  17      -  10 92 B03                                076 22 27.3
 AL8192
 AL8192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7117698292(NAD 83)
 AL8192
 AL8192|---------------------------------------------------------------------|
 AL8192| PID    Reference Object                     Distance      Geod. Az  |
 AL8192|                                                           dddmmss.s |
 AL8192| AL8194 10 92 B03                           APPROX. 1.6 KM 0754532.4 |
 AL8192| AL8193 10 92 B02                           APPROX. 0.7 KM 0861518.0 |
 AL8192|---------------------------------------------------------------------|
 AL8192
 AL8192                          SUPERSEDED SURVEY CONTROL
 AL8192
 AL8192  NAD 83(2007)-  28 00 12.93699(N)    082 18 36.70643(W) AD(2002.00) 0
 AL8192  ELLIP H (02/10/07)  -14.839  (m)                       GP(2002.00)    
 AL8192  NAD 83(1999)-  28 00 12.93695(N)    082 18 36.70692(W) AD(       ) 1
 AL8192  ELLIP H (06/19/01)  -14.837  (m)                       GP(       ) 4 1
 AL8192  NAD 83(1990)-  28 00 12.93540(N)    082 18 36.70601(W) AD(       ) 1
 AL8192  ELLIP H (07/07/94)  -14.801  (m)                       GP(       ) 4 1
 AL8192  NAD 83(1990)-  28 00 12.93542(N)    082 18 36.70616(W) AD(       ) 2
 AL8192
 AL8192.Superseded values are not recommended for survey control.
 AL8192
 AL8192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8192.See file dsdata.pdf to determine how the superseded data were derived.
 AL8192
 AL8192_MARKER: DD = SURVEY DISK
 AL8192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8192_STAMPING: 10-92-B01
 AL8192_MARK LOGO: FLDT
 AL8192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8192+STABILITY: SURFACE MOTION
 AL8192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8192+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8192
 AL8192  HISTORY     - Date     Condition        Report By
 AL8192  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8192  HISTORY     - 20040212 MARK NOT FOUND   USGS
 AL8192  HISTORY     - 20151010 MARK NOT FOUND   WANTGP
 AL8192
 AL8192                          STATION DESCRIPTION
 AL8192
 AL8192'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8192'8.9 MI (14.3 KM) EAST OF TAMPA, 1.3 MI (2.1 KM) NORTH OF MANGO. FROM
 AL8192'THE INTERSECTION OF COUNTY ROAD 579 ON STATE ROAD 92 PROCEED WEST ON
 AL8192'STATE ROAD 92, 0.5 MI (0.8 KM) TO BLACK DAIRY ROAD, PROCEED NORTH ON
 AL8192'BLACK DAIRY ROAD 0.2 MI (0.3 KM) TO THE STATION ON THE RIGHT. THE
 AL8192'STATION IS LOCATED 140 FT (42.7 M) EAST OF THE CENTERLINE OF BLACK
 AL8192'DAIRY ROAD, 12 FT (3.7 M) SOUTH OF THE EDGE OF PAVEMENT OF AN
 AL8192'ABANDONED DRAG RACING TRACK, 60.1 FT (18.3 M) NORTHEAST OF A PK NAIL
 AL8192'IN A 12IN OAK TREE 76.7 FT (23.4 M) NORTHWEST OF A PK NAIL IN A 16IN
 AL8192'OAK TREE. STATION IS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL . SECTION
 AL8192'33 TWP. 28 S. RGE 20 E.
 AL8192
 AL8192                          STATION RECOVERY (2004)
 AL8192
 AL8192'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2004 (BJR)
 AL8192'ABBANDONED DRAG RACING TRACK GONE.  NEW RETENTION POND IN DESCRIBED
 AL8192'LOCATION.
 AL8192
 AL8192                          STATION RECOVERY (2015)
 AL8192
 AL8192'RECOVERY NOTE BY WANTMAN GROUP INC 2015 (DC)
 AL8192'UN RECOVERED MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8193 ***********************************************************************
 AL8193  DESIGNATION -  10 92 B02
 AL8193  PID         -  AL8193
 AL8193  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8193  COUNTRY     -  US
 AL8193  USGS QUAD   -  THONOTOSASSA (2018)
 AL8193
 AL8193                         *CURRENT SURVEY CONTROL
 AL8193  ______________________________________________________________________
 AL8193* NAD 83(2011) POSITION- 28 00 14.42372(N) 082 18 11.10260(W)   ADJUSTED
 AL8193* NAD 83(2011) ELLIP HT-    -5.072 (meters)        (06/27/12)   ADJUSTED
 AL8193* NAD 83(2011) EPOCH   -  2010.00
 AL8193* NAVD 88 ORTHO HEIGHT -    20.3   (meters)       67.    (feet) GPS OBS
 AL8193  ______________________________________________________________________
 AL8193  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8193  GEOID HEIGHT    -        -26.010 (meters)                     GEOID93
 AL8193  GEOID HEIGHT    -        -25.290 (meters)                     GEOID18
 AL8193  NAD 83(2011) X  -    754,779.472 (meters)                     COMP
 AL8193  NAD 83(2011) Y  - -5,584,733.354 (meters)                     COMP
 AL8193  NAD 83(2011) Z  -  2,976,894.924 (meters)                     COMP
 AL8193  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 AL8193
 AL8193  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8193  Standards:
 AL8193         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8193            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8193  -------------------------------------------------------------------
 AL8193  NETWORK    0.82   1.37           0.35   0.32   0.70     -0.01199885
 AL8193  -------------------------------------------------------------------
 AL8193  Click here for local accuracies and other accuracy information.
 AL8193
 AL8193.The horizontal coordinates were established by GPS observations
 AL8193.and adjusted by the National Geodetic Survey in June 2012.
 AL8193
 AL8193.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8193.been affixed to the stable North American tectonic plate. See 
 AL8193.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8193
 AL8193.The horizontal coordinates are valid at the epoch date displayed above
 AL8193.which is a decimal equivalence of Year/Month/Day.
 AL8193
 AL8193.The orthometric height was determined by GPS observations and a
 AL8193.high-resolution geoid model.
 AL8193
 AL8193.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8193.GEOID18 height accuracy estimate available here.
 AL8193
 AL8193.Click photographs - Photos may exist for this station.
 AL8193
 AL8193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8193
 AL8193.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8193
 AL8193.The ellipsoidal height was determined by GPS observations
 AL8193.and is referenced to NAD 83.
 AL8193
 AL8193. The following values were computed from the NAD 83(2011) position.
 AL8193
 AL8193;                    North         East     Units Scale Factor Converg.
 AL8193;SPC FL W     -   406,689.987   170,190.864   MT  0.99995214   -0 08 32.3
 AL8193;SPC FL W     - 1,334,282.07    558,367.86   sFT  0.99995214   -0 08 32.3
 AL8193;UTM  17      - 3,098,330.373   371,876.007   MT  0.99980261   -0 36 42.9
 AL8193
 AL8193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8193!SPC FL W     -   1.00000080  x   0.99995214  =   0.99995294
 AL8193!UTM  17      -   1.00000080  x   0.99980261  =   0.99980341
 AL8193
 AL8193:                Primary Azimuth Mark                     Grid Az
 AL8193:SPC FL W     -  10 92 B01                                266 24 02.3
 AL8193:UTM  17      -  10 92 B01                                266 52 12.9
 AL8193
 AL8193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7187698330(NAD 83)
 AL8193
 AL8193|---------------------------------------------------------------------|
 AL8193| PID    Reference Object                     Distance      Geod. Az  |
 AL8193|                                                           dddmmss.s |
 AL8193| AL8192 10 92 B01                           APPROX. 0.7 KM 2661530.0 |
 AL8193|---------------------------------------------------------------------|
 AL8193
 AL8193                          SUPERSEDED SURVEY CONTROL
 AL8193
 AL8193  NAD 83(2007)-  28 00 14.42381(N)    082 18 11.10332(W) AD(2002.00) 0
 AL8193  ELLIP H (02/10/07)   -5.055  (m)                       GP(2002.00)    
 AL8193  NAD 83(1999)-  28 00 14.42376(N)    082 18 11.10380(W) AD(       ) 1
 AL8193  ELLIP H (06/19/01)   -5.049  (m)                       GP(       ) 4 1
 AL8193  NAD 83(1990)-  28 00 14.42214(N)    082 18 11.10292(W) AD(       ) 1
 AL8193  ELLIP H (07/07/94)   -5.024  (m)                       GP(       ) 4 1
 AL8193  NAD 83(1990)-  28 00 14.42217(N)    082 18 11.10314(W) AD(       ) 2
 AL8193
 AL8193.Superseded values are not recommended for survey control.
 AL8193
 AL8193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8193.See file dsdata.pdf to determine how the superseded data were derived.
 AL8193
 AL8193_MARKER: DD = SURVEY DISK
 AL8193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8193_STAMPING: 10-92-B02
 AL8193_MARK LOGO: FLDT
 AL8193_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8193+STABILITY: SURFACE MOTION
 AL8193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8193+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8193
 AL8193  HISTORY     - Date     Condition        Report By
 AL8193  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8193  HISTORY     - 20151010 MARK NOT FOUND   WANTGP
 AL8193
 AL8193                          STATION DESCRIPTION
 AL8193
 AL8193'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8193'THE STATION IS LOCATED AT THE INTERSECTION OF COUNTY ROUTE 579 AND
 AL8193'INTERSTATE ROUTE 4. THE STATION IS LOCATED AT THE SOUTHWEST CORNER OF
 AL8193'THE INTERCHANGE. THE STATION IS 6.4 FT (2.0 M) SOUTHWEST OF A HOGWIRE
 AL8193'FENCE, 142.7 FT (43.5 M) SOUTHWEST OF A POWER POLE, 73.0 FT (22.3 M)
 AL8193'SOUTH OF A PK NAIL AND WASHER SET IN THE SOUTH EDGE OF PAVEMENT OF THE
 AL8193'EASTBOUND EXIT RAMP AT I-4 EXIT NO. 8, 80.3 FT (24.5 M) EAST OF A PK
 AL8193'NAIL AND WASHER SET IN THE SOUTH EDGE OF PAVEMENT OF THE EASTBOUND
 AL8193'EXIT RAMP AT I-4 EXIT NO. 8. SECTION 33 TWP.28 S. RGE. 20 E.
 AL8193
 AL8193                          STATION RECOVERY (2015)
 AL8193
 AL8193'RECOVERY NOTE BY WANTMAN GROUP INC 2015 (DC)
 AL8193'UN RECOVERED MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8194 ***********************************************************************
 AL8194  DESIGNATION -  10 92 B03
 AL8194  PID         -  AL8194
 AL8194  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8194  COUNTRY     -  US
 AL8194  USGS QUAD   -  THONOTOSASSA (2018)
 AL8194
 AL8194                         *CURRENT SURVEY CONTROL
 AL8194  ______________________________________________________________________
 AL8194* NAD 83(2011) POSITION- 28 00 25.32593(N) 082 17 41.69233(W)   ADJUSTED
 AL8194* NAD 83(2011) ELLIP HT-     2.072 (meters)        (06/27/12)   ADJUSTED
 AL8194* NAD 83(2011) EPOCH   -  2010.00
 AL8194* NAVD 88 ORTHO HEIGHT -    27.4   (meters)       90.    (feet) GPS OBS
 AL8194  ______________________________________________________________________
 AL8194  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8194  GEOID HEIGHT    -        -26.030 (meters)                     GEOID93
 AL8194  GEOID HEIGHT    -        -25.307 (meters)                     GEOID18
 AL8194  NAD 83(2011) X  -    755,555.482 (meters)                     COMP
 AL8194  NAD 83(2011) Y  - -5,584,475.764 (meters)                     COMP
 AL8194  NAD 83(2011) Z  -  2,977,194.585 (meters)                     COMP
 AL8194  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 AL8194
 AL8194  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8194  Standards:
 AL8194         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8194            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8194  -------------------------------------------------------------------
 AL8194  NETWORK    0.72   1.20           0.30   0.29   0.61     -0.06638485
 AL8194  -------------------------------------------------------------------
 AL8194  Click here for local accuracies and other accuracy information.
 AL8194
 AL8194.The horizontal coordinates were established by GPS observations
 AL8194.and adjusted by the National Geodetic Survey in June 2012.
 AL8194
 AL8194.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8194.been affixed to the stable North American tectonic plate. See 
 AL8194.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8194
 AL8194.The horizontal coordinates are valid at the epoch date displayed above
 AL8194.which is a decimal equivalence of Year/Month/Day.
 AL8194
 AL8194.The orthometric height was determined by GPS observations and a
 AL8194.high-resolution geoid model.
 AL8194
 AL8194.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8194.GEOID18 height accuracy estimate available here.
 AL8194
 AL8194.Click photographs - Photos may exist for this station.
 AL8194
 AL8194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8194
 AL8194.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8194
 AL8194.The ellipsoidal height was determined by GPS observations
 AL8194.and is referenced to NAD 83.
 AL8194
 AL8194. The following values were computed from the NAD 83(2011) position.
 AL8194
 AL8194;                    North         East     Units Scale Factor Converg.
 AL8194;SPC FL W     -   407,023.606   170,995.174   MT  0.99995156   -0 08 18.6
 AL8194;SPC FL W     - 1,335,376.61    561,006.67   sFT  0.99995156   -0 08 18.6
 AL8194;UTM  17      - 3,098,657.339   372,682.902   MT  0.99980007   -0 36 29.3
 AL8194
 AL8194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8194!SPC FL W     -   0.99999967  x   0.99995156  =   0.99995123
 AL8194!UTM  17      -   0.99999967  x   0.99980007  =   0.99979974
 AL8194
 AL8194:                Primary Azimuth Mark                     Grid Az
 AL8194:SPC FL W     -  10 92 B04                                079 42 07.0
 AL8194:UTM  17      -  10 92 B04                                080 10 17.7
 AL8194
 AL8194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7268298657(NAD 83)
 AL8194
 AL8194|---------------------------------------------------------------------|
 AL8194| PID    Reference Object                     Distance      Geod. Az  |
 AL8194|                                                           dddmmss.s |
 AL8194| AL8195 10 92 B04                           APPROX. 0.9 KM 0793348.4 |
 AL8194| AL8193 10 92 B02                           APPROX. 0.9 KM 2472000.1 |
 AL8194| AL8192 10 92 B01                           APPROX. 1.6 KM 2554558.3 |
 AL8194|---------------------------------------------------------------------|
 AL8194
 AL8194                          SUPERSEDED SURVEY CONTROL
 AL8194
 AL8194  NAD 83(2007)-  28 00 25.32600(N)    082 17 41.69306(W) AD(2002.00) 0
 AL8194  ELLIP H (02/10/07)    2.088  (m)                       GP(2002.00)    
 AL8194  NAD 83(1999)-  28 00 25.32594(N)    082 17 41.69354(W) AD(       ) 1
 AL8194  ELLIP H (06/19/01)    2.092  (m)                       GP(       ) 4 1
 AL8194  NAD 83(1990)-  28 00 25.32436(N)    082 17 41.69266(W) AD(       ) 1
 AL8194  ELLIP H (07/07/94)    2.123  (m)                       GP(       ) 4 1
 AL8194  NAD 83(1990)-  28 00 25.32440(N)    082 17 41.69287(W) AD(       ) 2
 AL8194
 AL8194.Superseded values are not recommended for survey control.
 AL8194
 AL8194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8194.See file dsdata.pdf to determine how the superseded data were derived.
 AL8194
 AL8194_MARKER: DD = SURVEY DISK
 AL8194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8194_STAMPING: 10-92-B03
 AL8194_MARK LOGO: FLDT
 AL8194_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8194+STABILITY: SURFACE MOTION
 AL8194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8194+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2015
 AL8194
 AL8194  HISTORY     - Date     Condition        Report By
 AL8194  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8194  HISTORY     - 20151010 GOOD             WANTGP
 AL8194
 AL8194                          STATION DESCRIPTION
 AL8194
 AL8194'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8194'1.6 MI (2.6 KM) NORTHEAST OF MANGO, 9.7 MI (15.6 KM) EAST OF TAMPA.
 AL8194'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND INTERSTATE HIGHWAY
 AL8194'4, PROCEED EAST ON INTERSTATE HIGHWAY 4, 2.0 MI (3.2 KM) TO THE
 AL8194'STATION ON THE RIGHT. THE STATION IS LOCATED NORTH OF A PARKING LOT
 AL8194'IN THE NORTHEAST CORNER OF ARMWOOD HIGH SCHOOL PROPERTY, ON THE SLOPE
 AL8194'OF A SMALL RETENTION POND. THE STATION IS 19.6 FT (6.0 M) NORTH OF A
 AL8194'CONCRETE CURB, 200 FT (61.0 M) WEST OF THE CENTERLINE OF PINE STREET,
 AL8194'29 FT (8.8 M) NORTHWEST OF A DRAINAGE INLET. THE STATION IS SET 0.2
 AL8194'FT (0.1 M) BELOW GROUND LEVEL. SECTION 34 TWP.28 S. RGE.20 E.
 AL8194
 AL8194                          STATION RECOVERY (2015)
 AL8194
 AL8194'RECOVERY NOTE BY WANTMAN GROUP INC 2015 (DC)
 AL8194'RECOVERED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8195 ***********************************************************************
 AL8195  DESIGNATION -  10 92 B04
 AL8195  PID         -  AL8195
 AL8195  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8195  COUNTRY     -  US
 AL8195  USGS QUAD   -  THONOTOSASSA (2018)
 AL8195
 AL8195                         *CURRENT SURVEY CONTROL
 AL8195  ______________________________________________________________________
 AL8195* NAD 83(2011) POSITION- 28 00 30.76919(N) 082 17 08.38831(W)   ADJUSTED
 AL8195* NAD 83(2011) ELLIP HT-     2.077 (meters)        (06/27/12)   ADJUSTED
 AL8195* NAD 83(2011) EPOCH   -  2010.00
 AL8195* NAVD 88 ORTHO HEIGHT -    27.4   (meters)       90.    (feet) GPS OBS
 AL8195  ______________________________________________________________________
 AL8195  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8195  GEOID HEIGHT    -        -26.050 (meters)                     GEOID93
 AL8195  GEOID HEIGHT    -        -25.324 (meters)                     GEOID18
 AL8195  NAD 83(2011) X  -    756,446.593 (meters)                     COMP
 AL8195  NAD 83(2011) Y  - -5,584,275.729 (meters)                     COMP
 AL8195  NAD 83(2011) Z  -  2,977,342.525 (meters)                     COMP
 AL8195  LAPLACE CORR    -         -1.63  (seconds)                    DEFLEC18
 AL8195
 AL8195  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8195  Standards:
 AL8195         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8195            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8195  -------------------------------------------------------------------
 AL8195  NETWORK    0.69   1.14           0.28   0.28   0.58      0.01942710
 AL8195  -------------------------------------------------------------------
 AL8195  Click here for local accuracies and other accuracy information.
 AL8195
 AL8195.The horizontal coordinates were established by GPS observations
 AL8195.and adjusted by the National Geodetic Survey in June 2012.
 AL8195
 AL8195.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8195.been affixed to the stable North American tectonic plate. See 
 AL8195.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8195
 AL8195.The horizontal coordinates are valid at the epoch date displayed above
 AL8195.which is a decimal equivalence of Year/Month/Day.
 AL8195
 AL8195.The orthometric height was determined by GPS observations and a
 AL8195.high-resolution geoid model.
 AL8195
 AL8195.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8195.GEOID18 height accuracy estimate available here.
 AL8195
 AL8195.Click photographs - Photos may exist for this station.
 AL8195
 AL8195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8195
 AL8195.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8195
 AL8195.The ellipsoidal height was determined by GPS observations
 AL8195.and is referenced to NAD 83.
 AL8195
 AL8195. The following values were computed from the NAD 83(2011) position.
 AL8195
 AL8195;                    North         East     Units Scale Factor Converg.
 AL8195;SPC FL W     -   407,188.994   171,905.417   MT  0.99995091   -0 08 02.9
 AL8195;SPC FL W     - 1,335,919.22    563,993.02   sFT  0.99995091   -0 08 02.9
 AL8195;UTM  17      - 3,098,815.235   373,594.332   MT  0.99979721   -0 36 13.8
 AL8195
 AL8195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8195!SPC FL W     -   0.99999967  x   0.99995091  =   0.99995058
 AL8195!UTM  17      -   0.99999967  x   0.99979721  =   0.99979688
 AL8195
 AL8195:                Primary Azimuth Mark                     Grid Az
 AL8195:SPC FL W     -  10 92 B07                                065 43 28.0
 AL8195:UTM  17      -  10 92 B07                                066 11 38.9
 AL8195
 AL8195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7359498815(NAD 83)
 AL8195
 AL8195|---------------------------------------------------------------------|
 AL8195| PID    Reference Object                     Distance      Geod. Az  |
 AL8195|                                                           dddmmss.s |
 AL8195| AL8197 10 92 B07                           APPROX. 1.6 KM 0653525.1 |
 AL8195| AL8196 10 92 B05                           APPROX. 0.8 KM 0692443.4 |
 AL8195| AG9484 10 92 B06                           APPROX. 1.3 KM 1422149.5 |
 AL8195| AL8194 10 92 B03                           APPROX. 0.9 KM 2593404.0 |
 AL8195|---------------------------------------------------------------------|
 AL8195
 AL8195                          SUPERSEDED SURVEY CONTROL
 AL8195
 AL8195  NAD 83(2007)-  28 00 30.76924(N)    082 17 08.38906(W) AD(2002.00) 0
 AL8195  ELLIP H (02/10/07)    2.092  (m)                       GP(2002.00)    
 AL8195  NAD 83(1999)-  28 00 30.76921(N)    082 17 08.38955(W) AD(       ) 1
 AL8195  ELLIP H (06/19/01)    2.094  (m)                       GP(       ) 4 1
 AL8195  NAD 83(1990)-  28 00 30.76763(N)    082 17 08.38864(W) AD(       ) 1
 AL8195  ELLIP H (07/07/94)    2.128  (m)                       GP(       ) 4 1
 AL8195  NAD 83(1990)-  28 00 30.76764(N)    082 17 08.38882(W) AD(       ) 2
 AL8195
 AL8195.Superseded values are not recommended for survey control.
 AL8195
 AL8195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8195.See file dsdata.pdf to determine how the superseded data were derived.
 AL8195
 AL8195_MARKER: DD = SURVEY DISK
 AL8195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8195_STAMPING: 10-92-B04
 AL8195_MARK LOGO: FLDT
 AL8195_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8195+STABILITY: SURFACE MOTION
 AL8195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8195+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8195
 AL8195  HISTORY     - Date     Condition        Report By
 AL8195  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8195  HISTORY     - 20151010 MARK NOT FOUND   WANTGP
 AL8195
 AL8195                          STATION DESCRIPTION
 AL8195
 AL8195'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8195'10.4 MI (16.7 KM) EAST OF TAMPA, 3.3 MI (5.3 KM) SOUTH OF
 AL8195'THONOTOSASSA. FROM THE INTERSECTION OF COUNTY ROAD 579 AND STATE ROAD
 AL8195'92, PROCEED EAST ON STATE ROAD 92, 1.0 MI (1.6 KM) TO PARSONS AVENUE,
 AL8195'PROCEED NORTH ON PARSONS AVENUE 0.2 MI (0.3 KM) TO THE STATION ON THE
 AL8195'RIGHT. THE STATION IS LOCATED 113 FT (34.4 M) EAST OF THE CENTERLINE
 AL8195'OF PARSONS AVENUE, 196 FT (59.7 M) SOUTH OF A HOGWIRE FENCE, 99.4 FT
 AL8195'(30.3 M) NORTHEAST OF A POWER POLE, 52 FT (15.8 M) WEST OF A 4
 AL8195'FT.CHAIN LINK FENCE NORTHWEST CORNER, 86 FT (26.2 M) NORTHWEST OF THE
 AL8195'CHAIN LINK FENCE SOUTHWEST CORNER. THE STATION IS SET 0.2 FT (0.1 M)
 AL8195'BELOW GROUND LEVEL. SECTION 34-TWP.28 S.-RGE.20 E.
 AL8195
 AL8195                          STATION RECOVERY (2015)
 AL8195
 AL8195'RECOVERY NOTE BY WANTMAN GROUP INC 2015 (DC)
 AL8195'UN RECOVERED MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8196 ***********************************************************************
 AL8196  DESIGNATION -  10 92 B05
 AL8196  PID         -  AL8196
 AL8196  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8196  COUNTRY     -  US
 AL8196  USGS QUAD   -  THONOTOSASSA (2018)
 AL8196
 AL8196                         *CURRENT SURVEY CONTROL
 AL8196  ______________________________________________________________________
 AL8196* NAD 83(2011) POSITION- 28 00 40.36790(N) 082 16 39.59316(W)   ADJUSTED
 AL8196* NAD 83(2011) ELLIP HT-     3.069 (meters)        (06/27/12)   ADJUSTED
 AL8196* NAD 83(2011) EPOCH   -  2010.00
 AL8196* NAVD 88 ORTHO HEIGHT -    28.5   (meters)       94.    (feet) GPS OBS
 AL8196  ______________________________________________________________________
 AL8196  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8196  GEOID HEIGHT    -        -26.070 (meters)                     GEOID93
 AL8196  GEOID HEIGHT    -        -25.342 (meters)                     GEOID18
 AL8196  NAD 83(2011) X  -    757,207.638 (meters)                     COMP
 AL8196  NAD 83(2011) Y  - -5,584,033.435 (meters)                     COMP
 AL8196  NAD 83(2011) Z  -  2,977,603.859 (meters)                     COMP
 AL8196  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 AL8196
 AL8196  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8196  Standards:
 AL8196         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8196            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8196  -------------------------------------------------------------------
 AL8196  NETWORK    0.65   1.12           0.28   0.25   0.57     -0.15100810
 AL8196  -------------------------------------------------------------------
 AL8196  Click here for local accuracies and other accuracy information.
 AL8196
 AL8196.The horizontal coordinates were established by GPS observations
 AL8196.and adjusted by the National Geodetic Survey in June 2012.
 AL8196
 AL8196.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8196.been affixed to the stable North American tectonic plate. See 
 AL8196.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8196
 AL8196.The horizontal coordinates are valid at the epoch date displayed above
 AL8196.which is a decimal equivalence of Year/Month/Day.
 AL8196
 AL8196.The orthometric height was determined by GPS observations and a
 AL8196.high-resolution geoid model.
 AL8196
 AL8196.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8196.GEOID18 height accuracy estimate available here.
 AL8196
 AL8196.Click photographs - Photos may exist for this station.
 AL8196
 AL8196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8196
 AL8196.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8196
 AL8196.The ellipsoidal height was determined by GPS observations
 AL8196.and is referenced to NAD 83.
 AL8196
 AL8196. The following values were computed from the NAD 83(2011) position.
 AL8196
 AL8196;                    North         East     Units Scale Factor Converg.
 AL8196;SPC FL W     -   407,482.642   172,692.749   MT  0.99995038   -0 07 49.5
 AL8196;SPC FL W     - 1,336,882.63    566,576.13   sFT  0.99995038   -0 07 49.5
 AL8196;UTM  17      - 3,099,102.374   374,383.922   MT  0.99979476   -0 36 00.5
 AL8196
 AL8196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8196!SPC FL W     -   0.99999952  x   0.99995038  =   0.99994990
 AL8196!UTM  17      -   0.99999952  x   0.99979476  =   0.99979428
 AL8196
 AL8196:                Primary Azimuth Mark                     Grid Az
 AL8196:SPC FL W     -  10 92 B06                                180 30 59.4
 AL8196:UTM  17      -  10 92 B06                                180 59 10.4
 AL8196
 AL8196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7438399102(NAD 83)
 AL8196
 AL8196|---------------------------------------------------------------------|
 AL8196| PID    Reference Object                     Distance      Geod. Az  |
 AL8196|                                                           dddmmss.s |
 AL8196| AG9484 10 92 B06                           APPROX. 1.3 KM 1802309.9 |
 AL8196| AL8195 10 92 B04                           APPROX. 0.8 KM 2492456.9 |
 AL8196|---------------------------------------------------------------------|
 AL8196
 AL8196                          SUPERSEDED SURVEY CONTROL
 AL8196
 AL8196  NAD 83(2007)-  28 00 40.36796(N)    082 16 39.59390(W) AD(2002.00) 0
 AL8196  ELLIP H (02/10/07)    3.084  (m)                       GP(2002.00)    
 AL8196  NAD 83(1999)-  28 00 40.36791(N)    082 16 39.59438(W) AD(       ) 1
 AL8196  ELLIP H (06/19/01)    3.089  (m)                       GP(       ) 4 1
 AL8196  NAD 83(1990)-  28 00 40.36633(N)    082 16 39.59349(W) AD(       ) 1
 AL8196  ELLIP H (07/07/94)    3.120  (m)                       GP(       ) 4 1
 AL8196  NAD 83(1990)-  28 00 40.36636(N)    082 16 39.59369(W) AD(       ) 2
 AL8196
 AL8196.Superseded values are not recommended for survey control.
 AL8196
 AL8196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8196.See file dsdata.pdf to determine how the superseded data were derived.
 AL8196
 AL8196_MARKER: DD = SURVEY DISK
 AL8196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8196_STAMPING: 10-92-05
 AL8196_MARK LOGO: FLDT
 AL8196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8196+STABILITY: SURFACE MOTION
 AL8196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8196+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8196
 AL8196  HISTORY     - Date     Condition        Report By
 AL8196  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8196  HISTORY     - 20151010 MARK NOT FOUND   WANTGP
 AL8196
 AL8196                          STATION DESCRIPTION
 AL8196
 AL8196'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8196'11.8 MI (19.0 KM) EAST OF TAMPA, 1.7 MI (2.7 KM) NORTH OF SEFFNER.
 AL8196'FROM THE INTERSECTION OF COUNTY ROAD 579 AND STATE ROAD 92, PROCEED
 AL8196'EAST ON STATE ROAD 92 1.5 MI (2.4 KM) TO KINGSWAY AVENUE, PROCEED
 AL8196'NORTH ON KINGSWAY AVENUE 0.3 MI (0.5 KM) TO THE STATION ON THE RIGHT.
 AL8196'THE STATION IS LOCATED 20 FT (6.1 M) EAST OF THE CENTERLINE OF
 AL8196'KINGSWAY AVENUE, 193.3 FT (58.9 M) NORTH OF THE CENTERLINE OF ORSLEY
 AL8196'DRIVE, 34.8 FT (10.6 M) NORTHEAST OF THE END OF A STEEL GUARD RAIL,
 AL8196'43.3 FT (13.2 M) SOUTHWEST OF A TELEPHONE POLE. THE STATION IS 0.2 FT
 AL8196'(0.1 M) BELOW GROUND LEVEL. SECTION 26-TWP.28 S.-RGE.20 E.
 AL8196
 AL8196                          STATION RECOVERY (2015)
 AL8196
 AL8196'RECOVERY NOTE BY WANTMAN GROUP INC 2015 (DC)
 AL8196'UN RECOVERED MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9484 ***********************************************************************
 AG9484  DESIGNATION -  10 92 B06
 AG9484  PID         -  AG9484
 AG9484  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9484  COUNTRY     -  US
 AG9484  USGS QUAD   -  BRANDON (2018)
 AG9484
 AG9484                         *CURRENT SURVEY CONTROL
 AG9484  ______________________________________________________________________
 AG9484* NAD 83(2011) POSITION- 27 59 57.99392(N) 082 16 39.91487(W)   ADJUSTED
 AG9484* NAD 83(2011) ELLIP HT-    -2.406 (meters)        (06/27/12)   ADJUSTED
 AG9484* NAD 83(2011) EPOCH   -  2010.00
 AG9484* NAVD 88 ORTHO HEIGHT -    22.9   (meters)       75.    (feet) GPS OBS
 AG9484  ______________________________________________________________________
 AG9484  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9484  GEOID HEIGHT    -        -26.040 (meters)                     GEOID93
 AG9484  GEOID HEIGHT    -        -25.315 (meters)                     GEOID18
 AG9484  NAD 83(2011) X  -    757,280.580 (meters)                     COMP
 AG9484  NAD 83(2011) Y  - -5,584,636.760 (meters)                     COMP
 AG9484  NAD 83(2011) Z  -  2,976,449.622 (meters)                     COMP
 AG9484  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 AG9484
 AG9484  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9484  Standards:
 AG9484         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9484            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9484  -------------------------------------------------------------------
 AG9484  NETWORK    0.66   1.10           0.28   0.26   0.56     -0.06937110
 AG9484  -------------------------------------------------------------------
 AG9484  Click here for local accuracies and other accuracy information.
 AG9484
 AG9484.The horizontal coordinates were established by GPS observations
 AG9484.and adjusted by the National Geodetic Survey in June 2012.
 AG9484
 AG9484.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9484.been affixed to the stable North American tectonic plate. See 
 AG9484.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9484
 AG9484.The horizontal coordinates are valid at the epoch date displayed above
 AG9484.which is a decimal equivalence of Year/Month/Day.
 AG9484
 AG9484.The orthometric height was determined by GPS observations and a
 AG9484.high-resolution geoid model.
 AG9484
 AG9484.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9484.GEOID18 height accuracy estimate available here.
 AG9484
 AG9484.Click photographs - Photos may exist for this station.
 AG9484
 AG9484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9484
 AG9484.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9484
 AG9484.The ellipsoidal height was determined by GPS observations
 AG9484.and is referenced to NAD 83.
 AG9484
 AG9484. The following values were computed from the NAD 83(2011) position.
 AG9484
 AG9484;                    North         East     Units Scale Factor Converg.
 AG9484;SPC FL W     -   406,178.323   172,680.991   MT  0.99995038   -0 07 49.4
 AG9484;SPC FL W     - 1,332,603.38    566,537.55   sFT  0.99995038   -0 07 49.4
 AG9484;UTM  17      - 3,097,798.399   374,361.478   MT  0.99979483   -0 35 59.8
 AG9484
 AG9484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9484!SPC FL W     -   1.00000038  x   0.99995038  =   0.99995076
 AG9484!UTM  17      -   1.00000038  x   0.99979483  =   0.99979521
 AG9484
 AG9484:                Primary Azimuth Mark                     Grid Az
 AG9484:SPC FL W     -  10 92 B04                                322 29 52.3
 AG9484:UTM  17      -  10 92 B04                                322 58 02.7
 AG9484
 AG9484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7436197798(NAD 83)
 AG9484
 AG9484|---------------------------------------------------------------------|
 AG9484| PID    Reference Object                     Distance      Geod. Az  |
 AG9484|                                                           dddmmss.s |
 AG9484| AL8195 10 92 B04                           APPROX. 1.3 KM 3222202.9 |
 AG9484|---------------------------------------------------------------------|
 AG9484
 AG9484                          SUPERSEDED SURVEY CONTROL
 AG9484
 AG9484  NAD 83(2007)-  27 59 57.99400(N)    082 16 39.91560(W) AD(2002.00) 0
 AG9484  ELLIP H (02/10/07)   -2.391  (m)                       GP(2002.00)    
 AG9484  NAD 83(1999)-  27 59 57.99395(N)    082 16 39.91608(W) AD(       ) 1
 AG9484  ELLIP H (06/19/01)   -2.386  (m)                       GP(       ) 4 1
 AG9484  NAD 83(1990)-  27 59 57.99237(N)    082 16 39.91520(W) AD(       ) 1
 AG9484  ELLIP H (07/07/94)   -2.358  (m)                       GP(       ) 4 1
 AG9484  NAD 83(1990)-  27 59 57.99240(N)    082 16 39.91542(W) AD(       ) 2
 AG9484
 AG9484.Superseded values are not recommended for survey control.
 AG9484
 AG9484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9484.See file dsdata.pdf to determine how the superseded data were derived.
 AG9484
 AG9484_MARKER: DD = SURVEY DISK
 AG9484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9484_STAMPING: 10-92-B06
 AG9484_MARK LOGO: FLDT
 AG9484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9484+STABILITY: SURFACE MOTION
 AG9484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9484+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9484
 AG9484  HISTORY     - Date     Condition        Report By
 AG9484  HISTORY     - 1992     MONUMENTED       GENGRP
 AG9484
 AG9484                          STATION DESCRIPTION
 AG9484
 AG9484'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AG9484'2.1 MI (3.4 KM) NORTH OF SEFFNER, 11.8 MI (19.0 KM) EAST OF TAMPA.
 AG9484'FROM THE INTERSECTION OF COUNTY ROAD 579 AND STATE ROAD 92 PROCEED
 AG9484'EAST ON STATE ROAD 92 1.5 MI (2.4 KM) TO KINGSWAY AVENUE, PROCEED
 AG9484'SOUTH ON KINGSWAY AVENUE 0.8 MI (1.3 KM) TO THE STATION ON THE RIGHT.
 AG9484'THE STATION IS LOCATED 1.2 FT (0.4 M) EAST OF A CONCRETE SIDEWALK,
 AG9484'101.7 FT (31.0 M) SOUTH OF A PK NAIL SET IN A POWER POLE, 82.5 FT
 AG9484'(25.1 M) NORTHWEST OF A PK NAIL SET IN 18 IN OAK TREE. THE STATION
 AG9484'IS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 35-TWP.28 S.-RGE.20
 AG9484'E.1 M) BELOW GROUND LEVEL. SECTION 26-TWP.28 S.-RGE.20 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8197 ***********************************************************************
 AL8197  DESIGNATION -  10 92 B07
 AL8197  PID         -  AL8197
 AL8197  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8197  COUNTRY     -  US
 AL8197  USGS QUAD   -  THONOTOSASSA (2018)
 AL8197
 AL8197                         *CURRENT SURVEY CONTROL
 AL8197  ______________________________________________________________________
 AL8197* NAD 83(2011) POSITION- 28 00 52.74588(N) 082 16 13.81465(W)   ADJUSTED
 AL8197* NAD 83(2011) ELLIP HT-   -10.626 (meters)        (06/27/12)   ADJUSTED
 AL8197* NAD 83(2011) EPOCH   -  2010.00
 AL8197* NAVD 88 ORTHO HEIGHT -    14.8   (meters)       49.    (feet) GPS OBS
 AL8197  ______________________________________________________________________
 AL8197  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8197  GEOID HEIGHT    -        -26.090 (meters)                     GEOID93
 AL8197  GEOID HEIGHT    -        -25.361 (meters)                     GEOID18
 AL8197  NAD 83(2011) X  -    757,879.816 (meters)                     COMP
 AL8197  NAD 83(2011) Y  - -5,583,749.442 (meters)                     COMP
 AL8197  NAD 83(2011) Z  -  2,977,933.820 (meters)                     COMP
 AL8197  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 AL8197
 AL8197  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8197  Standards:
 AL8197         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8197            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8197  -------------------------------------------------------------------
 AL8197  NETWORK    0.65   1.10           0.28   0.25   0.56     -0.09409969
 AL8197  -------------------------------------------------------------------
 AL8197  Click here for local accuracies and other accuracy information.
 AL8197
 AL8197.The horizontal coordinates were established by GPS observations
 AL8197.and adjusted by the National Geodetic Survey in June 2012.
 AL8197
 AL8197.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8197.been affixed to the stable North American tectonic plate. See 
 AL8197.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8197
 AL8197.The horizontal coordinates are valid at the epoch date displayed above
 AL8197.which is a decimal equivalence of Year/Month/Day.
 AL8197
 AL8197.The orthometric height was determined by GPS observations and a
 AL8197.high-resolution geoid model.
 AL8197
 AL8197.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8197.GEOID18 height accuracy estimate available here.
 AL8197
 AL8197.Click photographs - Photos may exist for this station.
 AL8197
 AL8197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8197
 AL8197.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8197
 AL8197.The ellipsoidal height was determined by GPS observations
 AL8197.and is referenced to NAD 83.
 AL8197
 AL8197. The following values were computed from the NAD 83(2011) position.
 AL8197
 AL8197;                    North         East     Units Scale Factor Converg.
 AL8197;SPC FL W     -   407,862.074   173,397.823   MT  0.99994991   -0 07 37.4
 AL8197;SPC FL W     - 1,338,127.49    568,889.36   sFT  0.99994991   -0 07 37.4
 AL8197;UTM  17      - 3,099,475.955   375,091.973   MT  0.99979257   -0 35 48.6
 AL8197
 AL8197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8197!SPC FL W     -   1.00000167  x   0.99994991  =   0.99995158
 AL8197!UTM  17      -   1.00000167  x   0.99979257  =   0.99979424
 AL8197
 AL8197:                Primary Azimuth Mark                     Grid Az
 AL8197:SPC FL W     -  10 92 B06                                203 03 40.3
 AL8197:UTM  17      -  10 92 B06                                203 31 51.5
 AL8197
 AL8197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7509199475(NAD 83)
 AL8197
 AL8197|---------------------------------------------------------------------|
 AL8197| PID    Reference Object                     Distance      Geod. Az  |
 AL8197|                                                           dddmmss.s |
 AL8197| AG9484 10 92 B06                           APPROX. 1.8 KM 2025602.9 |
 AL8197| AL8196 10 92 B05                           APPROX. 0.8 KM 2413510.6 |
 AL8197| AL8195 10 92 B04                           APPROX. 1.6 KM 2453550.8 |
 AL8197|---------------------------------------------------------------------|
 AL8197
 AL8197                          SUPERSEDED SURVEY CONTROL
 AL8197
 AL8197  NAD 83(2007)-  28 00 52.74596(N)    082 16 13.81538(W) AD(2002.00) 0
 AL8197  ELLIP H (02/10/07)  -10.611  (m)                       GP(2002.00)    
 AL8197  NAD 83(1999)-  28 00 52.74595(N)    082 16 13.81587(W) AD(       ) 1
 AL8197  ELLIP H (06/19/01)  -10.606  (m)                       GP(       ) 4 1
 AL8197  NAD 83(1990)-  28 00 52.74436(N)    082 16 13.81500(W) AD(       ) 1
 AL8197  ELLIP H (07/07/94)  -10.577  (m)                       GP(       ) 4 1
 AL8197  NAD 83(1990)-  28 00 52.74438(N)    082 16 13.81521(W) AD(       ) 2
 AL8197
 AL8197.Superseded values are not recommended for survey control.
 AL8197
 AL8197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8197.See file dsdata.pdf to determine how the superseded data were derived.
 AL8197
 AL8197_MARKER: DD = SURVEY DISK
 AL8197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8197_STAMPING: 10-92-07
 AL8197_MARK LOGO: FLDT
 AL8197_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8197+STABILITY: SURFACE MOTION
 AL8197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8197+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8197
 AL8197  HISTORY     - Date     Condition        Report By
 AL8197  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8197  HISTORY     - 20151010 MARK NOT FOUND   WANTGP
 AL8197
 AL8197                          STATION DESCRIPTION
 AL8197
 AL8197'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8197'12.25 MI (19.71 KM) EAST OF TAMPA,FROM THE INTERSECTION OF INTERSTATE
 AL8197'HIGHWAY 4 AND KINGSWAY ROAD PROCEED NORTHEAST ALONG I-4  0.5 MI
 AL8197'(0.8 KM) TO THE STATION 75.6 FT (23.0 M) SOUTH OF THE SOUTH EDGE OF
 AL8197'PAVEMENT OF THE EASTBOUND LANES OF I-4, ON THE EDGE OF A CITRUS
 AL8197'GROVE, 28.2 FT (8.6 M) SOUTH OF A 4 FT. HOGWIRE FENCE, 37.7 FT
 AL8197'(11.5 M) NORTHEAST OF A CITRUS TREE, 74.4 FT (22.7 M) WEST OF A
 AL8197'CITRUS TREE, 207.9 FT (63.4 M) SOUTHEAST OF A 4 FT. HOGWIRE/BARBED
 AL8197'WIRE WOOD POST LOCATED 1.6 FT (0.5 M) SOUTH OF THE HOGWIRE FENCE
 AL8197'RUNNING PARALLEL WITH I-4, 193.3 FT (58.9 M) SOUTHWEST OF A BILLBOARD
 AL8197'SIGN POST (FLORIDA SIGN PERMIT NO.792) LOCATED AT THE NORTHEAST
 AL8197'CORNER OF THE SIGN. THE STATION IS SET 0.2 FT (0.1 M) BELOW GROUND
 AL8197'LEVEL. SECTION 26-TWP.28 S.-RGE. 20 E.
 AL8197
 AL8197                          STATION RECOVERY (2015)
 AL8197
 AL8197'RECOVERY NOTE BY WANTMAN GROUP INC 2015 (DC)
 AL8197'UN RECOVERED MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8198 ***********************************************************************
 AL8198  DESIGNATION -  10 92 B08
 AL8198  PID         -  AL8198
 AL8198  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8198  COUNTRY     -  US
 AL8198  USGS QUAD   -  THONOTOSASSA (2018)
 AL8198
 AL8198                         *CURRENT SURVEY CONTROL
 AL8198  ______________________________________________________________________
 AL8198* NAD 83(2011) POSITION- 28 01 03.71965(N) 082 15 53.62520(W)   ADJUSTED
 AL8198* NAD 83(2011) ELLIP HT-    -9.440 (meters)        (06/27/12)   ADJUSTED
 AL8198* NAD 83(2011) EPOCH   -  2010.00
 AL8198* NAVD 88 ORTHO HEIGHT -    16.0   (meters)       52.    (feet) GPS OBS
 AL8198  ______________________________________________________________________
 AL8198  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8198  GEOID HEIGHT    -        -26.110 (meters)                     GEOID93
 AL8198  GEOID HEIGHT    -        -25.377 (meters)                     GEOID18
 AL8198  NAD 83(2011) X  -    758,405.141 (meters)                     COMP
 AL8198  NAD 83(2011) Y  - -5,583,519.039 (meters)                     COMP
 AL8198  NAD 83(2011) Z  -  2,978,232.599 (meters)                     COMP
 AL8198  LAPLACE CORR    -         -1.78  (seconds)                    DEFLEC18
 AL8198
 AL8198  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8198  Standards:
 AL8198         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8198            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8198  -------------------------------------------------------------------
 AL8198  NETWORK    0.70   1.20           0.29   0.28   0.61     -0.05574476
 AL8198  -------------------------------------------------------------------
 AL8198  Click here for local accuracies and other accuracy information.
 AL8198
 AL8198.The horizontal coordinates were established by GPS observations
 AL8198.and adjusted by the National Geodetic Survey in June 2012.
 AL8198
 AL8198.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8198.been affixed to the stable North American tectonic plate. See 
 AL8198.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8198
 AL8198.The horizontal coordinates are valid at the epoch date displayed above
 AL8198.which is a decimal equivalence of Year/Month/Day.
 AL8198
 AL8198.The orthometric height was determined by GPS observations and a
 AL8198.high-resolution geoid model.
 AL8198
 AL8198.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8198.GEOID18 height accuracy estimate available here.
 AL8198
 AL8198.Click photographs - Photos may exist for this station.
 AL8198
 AL8198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8198
 AL8198.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8198
 AL8198.The ellipsoidal height was determined by GPS observations
 AL8198.and is referenced to NAD 83.
 AL8198
 AL8198. The following values were computed from the NAD 83(2011) position.
 AL8198
 AL8198;                    North         East     Units Scale Factor Converg.
 AL8198;SPC FL W     -   408,198.654   173,950.084   MT  0.99994955   -0 07 28.0
 AL8198;SPC FL W     - 1,339,231.75    570,701.23   sFT  0.99994955   -0 07 28.0
 AL8198;UTM  17      - 3,099,807.943   375,646.888   MT  0.99979086   -0 35 39.3
 AL8198
 AL8198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8198!SPC FL W     -   1.00000148  x   0.99994955  =   0.99995103
 AL8198!UTM  17      -   1.00000148  x   0.99979086  =   0.99979234
 AL8198
 AL8198:                Primary Azimuth Mark                     Grid Az
 AL8198:SPC FL W     -  10 92 B07                                238 38 22.0
 AL8198:UTM  17      -  10 92 B07                                239 06 33.3
 AL8198
 AL8198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7564699807(NAD 83)
 AL8198
 AL8198|---------------------------------------------------------------------|
 AL8198| PID    Reference Object                     Distance      Geod. Az  |
 AL8198|                                                           dddmmss.s |
 AL8198| AL8197 10 92 B07                           APPROX. 0.6 KM 2383054.0 |
 AL8198|---------------------------------------------------------------------|
 AL8198
 AL8198                          SUPERSEDED SURVEY CONTROL
 AL8198
 AL8198  NAD 83(2007)-  28 01 03.71972(N)    082 15 53.62593(W) AD(2002.00) 0
 AL8198  ELLIP H (02/10/07)   -9.424  (m)                       GP(2002.00)    
 AL8198  NAD 83(1999)-  28 01 03.71969(N)    082 15 53.62642(W) AD(       ) 1
 AL8198  ELLIP H (06/19/01)   -9.421  (m)                       GP(       ) 4 1
 AL8198  NAD 83(1990)-  28 01 03.71809(N)    082 15 53.62553(W) AD(       ) 1
 AL8198  ELLIP H (07/07/94)   -9.391  (m)                       GP(       ) 4 1
 AL8198  NAD 83(1990)-  28 01 03.71810(N)    082 15 53.62574(W) AD(       ) 2
 AL8198
 AL8198.Superseded values are not recommended for survey control.
 AL8198
 AL8198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8198.See file dsdata.pdf to determine how the superseded data were derived.
 AL8198
 AL8198_MARKER: DD = SURVEY DISK
 AL8198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8198_STAMPING: 10-92-B8
 AL8198_MARK LOGO: FLDT
 AL8198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8198+STABILITY: SURFACE MOTION
 AL8198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8198+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8198
 AL8198  HISTORY     - Date     Condition        Report By
 AL8198  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8198  HISTORY     - 20151010 MARK NOT FOUND   WANTGP
 AL8198
 AL8198                          STATION DESCRIPTION
 AL8198
 AL8198'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8198'12.65 MI (20.36 KM) EAST OF TAMPA, 0.2 MI (0.3 KM) NORTHWEST OF
 AL8198'MAGNOLIA MANOR SUBDIVISION, FROM THE INTERSECTION OF INTERSTATE
 AL8198'HIGHWAY 4 AND BAKER CANAL PROCEED WEST ALONG I-4  0.34 MI (0.55 KM)
 AL8198'TO THE STATION ON THE NORTHSIDE OF THE WESTBOUND LANES, 293.0 FT
 AL8198'(89.3 M) EAST OF THE NORTHERNMOST POLE FOR A 76 AUTO/TRUCK STOP
 AL8198'BILLBOARD, 130.0 FT (39.6 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF
 AL8198'THE WESTBOUND LANE OF I-4, 261.8 FT (79.8 M) SOUTHEAST OF PK. NAIL
 AL8198'AND TAB IN A 31IN OAK 210.9 FT (64.3 M) NORTHWEST OF A 4 STRAND
 AL8198'BARBED WIRE FENCE POST, 261.8 FT (79.8 M) SOUTHWEST OF A 28 INCH
 AL8198'LIGHTER TREE WITH A PK. AND TAB. THE STATION IS SET 0.2 FT (0.1 M)
 AL8198'BELOW GROUND LEVEL. SECTION 25-TWP.28 S.-RGE.20 E.
 AL8198
 AL8198                          STATION RECOVERY (2015)
 AL8198
 AL8198'RECOVERY NOTE BY WANTMAN GROUP INC 2015 (DC)
 AL8198'UN RECOVERED MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8199 ***********************************************************************
 AL8199  DESIGNATION -  10 92 B09
 AL8199  PID         -  AL8199
 AL8199  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8199  COUNTRY     -  US
 AL8199  USGS QUAD   -  THONOTOSASSA (2018)
 AL8199
 AL8199                         *CURRENT SURVEY CONTROL
 AL8199  ______________________________________________________________________
 AL8199* NAD 83(2011) POSITION- 28 01 30.65432(N) 082 15 26.09752(W)   ADJUSTED
 AL8199* NAD 83(2011) ELLIP HT-   -10.980 (meters)        (06/27/12)   ADJUSTED
 AL8199* NAD 83(2011) EPOCH   -  2010.00
 AL8199* NAVD 88 ORTHO HEIGHT -    14.5   (meters)       48.    (feet) GPS OBS
 AL8199  ______________________________________________________________________
 AL8199  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8199  GEOID HEIGHT    -        -26.140 (meters)                     GEOID93
 AL8199  GEOID HEIGHT    -        -25.408 (meters)                     GEOID18
 AL8199  NAD 83(2011) X  -    759,097.637 (meters)                     COMP
 AL8199  NAD 83(2011) Y  - -5,583,030.448 (meters)                     COMP
 AL8199  NAD 83(2011) Z  -  2,978,963.813 (meters)                     COMP
 AL8199  LAPLACE CORR    -         -1.81  (seconds)                    DEFLEC18
 AL8199
 AL8199  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8199  Standards:
 AL8199         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8199            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8199  -------------------------------------------------------------------
 AL8199  NETWORK    0.68   1.10           0.29   0.26   0.56     -0.14414542
 AL8199  -------------------------------------------------------------------
 AL8199  Click here for local accuracies and other accuracy information.
 AL8199
 AL8199.The horizontal coordinates were established by GPS observations
 AL8199.and adjusted by the National Geodetic Survey in June 2012.
 AL8199
 AL8199.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8199.been affixed to the stable North American tectonic plate. See 
 AL8199.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8199
 AL8199.The horizontal coordinates are valid at the epoch date displayed above
 AL8199.which is a decimal equivalence of Year/Month/Day.
 AL8199
 AL8199.The orthometric height was determined by GPS observations and a
 AL8199.high-resolution geoid model.
 AL8199
 AL8199.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8199.GEOID18 height accuracy estimate available here.
 AL8199
 AL8199.Click photographs - Photos may exist for this station.
 AL8199
 AL8199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8199
 AL8199.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8199
 AL8199.The ellipsoidal height was determined by GPS observations
 AL8199.and is referenced to NAD 83.
 AL8199
 AL8199. The following values were computed from the NAD 83(2011) position.
 AL8199
 AL8199;                    North         East     Units Scale Factor Converg.
 AL8199;SPC FL W     -   409,026.138   174,703.802   MT  0.99994907   -0 07 15.1
 AL8199;SPC FL W     - 1,341,946.59    573,174.06   sFT  0.99994907   -0 07 15.1
 AL8199;UTM  17      - 3,100,629.087   376,407.245   MT  0.99978853   -0 35 26.9
 AL8199
 AL8199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8199!SPC FL W     -   1.00000172  x   0.99994907  =   0.99995079
 AL8199!UTM  17      -   1.00000172  x   0.99978853  =   0.99979025
 AL8199
 AL8199:                Primary Azimuth Mark                     Grid Az
 AL8199:SPC FL W     -  10 92 B08                                222 19 44.3
 AL8199:UTM  17      -  10 92 B08                                222 47 56.1
 AL8199
 AL8199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7640700629(NAD 83)
 AL8199
 AL8199|---------------------------------------------------------------------|
 AL8199| PID    Reference Object                     Distance      Geod. Az  |
 AL8199|                                                           dddmmss.s |
 AL8199| AL8198 10 92 B08                           APPROX. 1.1 KM 2221229.2 |
 AL8199| AL8197 10 92 B07                           APPROX. 1.7 KM 2281002.7 |
 AL8199|---------------------------------------------------------------------|
 AL8199
 AL8199                          SUPERSEDED SURVEY CONTROL
 AL8199
 AL8199  NAD 83(2007)-  28 01 30.65439(N)    082 15 26.09826(W) AD(2002.00) 0
 AL8199  ELLIP H (02/10/07)  -10.965  (m)                       GP(2002.00)    
 AL8199  NAD 83(1999)-  28 01 30.65434(N)    082 15 26.09873(W) AD(       ) 1
 AL8199  ELLIP H (06/19/01)  -10.960  (m)                       GP(       ) 4 1
 AL8199  NAD 83(1990)-  28 01 30.65275(N)    082 15 26.09786(W) AD(       ) 1
 AL8199  ELLIP H (07/07/94)  -10.931  (m)                       GP(       ) 4 1
 AL8199  NAD 83(1990)-  28 01 30.65277(N)    082 15 26.09807(W) AD(       ) 2
 AL8199
 AL8199.Superseded values are not recommended for survey control.
 AL8199
 AL8199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8199.See file dsdata.pdf to determine how the superseded data were derived.
 AL8199
 AL8199_MARKER: DD = SURVEY DISK
 AL8199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8199_STAMPING: 10-92-B09
 AL8199_MARK LOGO: FLDT
 AL8199_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8199+STABILITY: SURFACE MOTION
 AL8199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8199+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8199
 AL8199  HISTORY     - Date     Condition        Report By
 AL8199  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8199
 AL8199                          STATION DESCRIPTION
 AL8199
 AL8199'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8199'12.6 MI (20.3 KM) EAST OF TAMPA, 2.0 MI (3.2 KM) SOUTH OF ANTIOCH.
 AL8199'FROM THE INTERSECTION COUNTY ROAD 579 AND STATE ROAD 92, PROCEED EAST
 AL8199'ON STATE ROAD 92 3.6 MI (5.8 KM) TO MCINTOSH ROAD, PROCEED NORTH ON
 AL8199'MCINTOSH ROAD 0.6 MI (1.0 KM) TO INTERSTATE 4, PROCEED NORTH ON
 AL8199'MCINTOSH ROAD 0.15 MI (0.24 KM) TO MUCK POND ROAD, PROCEED WEST ON
 AL8199'MUCK POND ROAD 0.75 MI (1.21 KM) TO THE STATION ON THE LEFT. THE
 AL8199'STATION IS LOCATED 24 FT (7.3 M) SOUTH OF THE CENTERLINE OF MUCK POND
 AL8199'ROAD, 428.8 FT (130.7 M) EAST OF THE CENTERLINE OF PEMBERTON CREEK
 AL8199'ROAD, 2 FT (0.6 M) NORTH OF A BARB WIRE FENCE, 177.3 FT (54.0 M)
 AL8199'SOUTHEAST OF A POWER POLE, 107.2 FT (32.7 M) SOUTHWEST OF A POWER
 AL8199'POLE. 0.38 MI (0.61 KM) EAST OF BAKER CANAL. THE STATION IS SET 0.2
 AL8199'FT (0.1 M) BELOW GROUND LEVEL. SECTION 25-TWP.28 S.-RGE.20 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8200 ***********************************************************************
 AL8200  DESIGNATION -  10 92 B10
 AL8200  PID         -  AL8200
 AL8200  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8200  COUNTRY     -  US
 AL8200  USGS QUAD   -  PLANT CITY WEST (2018)
 AL8200
 AL8200                         *CURRENT SURVEY CONTROL
 AL8200  ______________________________________________________________________
 AL8200* NAD 83(2011) POSITION- 28 01 23.73477(N) 082 14 48.40056(W)   ADJUSTED
 AL8200* NAD 83(2011) ELLIP HT-    -8.023 (meters)        (06/27/12)   ADJUSTED
 AL8200* NAD 83(2011) EPOCH   -  2010.00
 AL8200* NAVD 88 ORTHO HEIGHT -    17.4   (meters)       57.    (feet) GPS OBS
 AL8200  ______________________________________________________________________
 AL8200  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8200  GEOID HEIGHT    -        -26.150 (meters)                     GEOID93
 AL8200  GEOID HEIGHT    -        -25.420 (meters)                     GEOID18
 AL8200  NAD 83(2011) X  -    760,131.832 (meters)                     COMP
 AL8200  NAD 83(2011) Y  - -5,582,993.374 (meters)                     COMP
 AL8200  NAD 83(2011) Z  -  2,978,777.172 (meters)                     COMP
 AL8200  LAPLACE CORR    -         -1.83  (seconds)                    DEFLEC18
 AL8200
 AL8200  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8200  Standards:
 AL8200         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8200            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8200  -------------------------------------------------------------------
 AL8200  NETWORK    0.55   1.02           0.23   0.22   0.52     -0.03057697
 AL8200  -------------------------------------------------------------------
 AL8200  Click here for local accuracies and other accuracy information.
 AL8200
 AL8200.The horizontal coordinates were established by GPS observations
 AL8200.and adjusted by the National Geodetic Survey in June 2012.
 AL8200
 AL8200.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8200.been affixed to the stable North American tectonic plate. See 
 AL8200.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8200
 AL8200.The horizontal coordinates are valid at the epoch date displayed above
 AL8200.which is a decimal equivalence of Year/Month/Day.
 AL8200
 AL8200.The orthometric height was determined by GPS observations and a
 AL8200.high-resolution geoid model.
 AL8200
 AL8200.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8200.GEOID18 height accuracy estimate available here.
 AL8200
 AL8200.Click photographs - Photos may exist for this station.
 AL8200
 AL8200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8200
 AL8200.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8200
 AL8200.The ellipsoidal height was determined by GPS observations
 AL8200.and is referenced to NAD 83.
 AL8200
 AL8200. The following values were computed from the NAD 83(2011) position.
 AL8200
 AL8200;                    North         East     Units Scale Factor Converg.
 AL8200;SPC FL W     -   408,811.015   175,733.061   MT  0.99994844   -0 06 57.4
 AL8200;SPC FL W     - 1,341,240.81    576,550.88   sFT  0.99994844   -0 06 57.4
 AL8200;UTM  17      - 3,100,405.565   377,434.538   MT  0.99978541   -0 35 09.0
 AL8200
 AL8200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8200!SPC FL W     -   1.00000126  x   0.99994844  =   0.99994970
 AL8200!UTM  17      -   1.00000126  x   0.99978541  =   0.99978667
 AL8200
 AL8200:                Primary Azimuth Mark                     Grid Az
 AL8200:SPC FL W     -  10 92 B09                                281 48 19.2
 AL8200:UTM  17      -  10 92 B09                                282 16 30.8
 AL8200
 AL8200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7743400405(NAD 83)
 AL8200
 AL8200|---------------------------------------------------------------------|
 AL8200| PID    Reference Object                     Distance      Geod. Az  |
 AL8200|                                                           dddmmss.s |
 AL8200| AL8199 10 92 B09                           APPROX. 1.1 KM 2814121.8 |
 AL8200|---------------------------------------------------------------------|
 AL8200
 AL8200                          SUPERSEDED SURVEY CONTROL
 AL8200
 AL8200  NAD 83(2007)-  28 01 23.73488(N)    082 14 48.40128(W) AD(2002.00) 0
 AL8200  ELLIP H (02/10/07)   -8.006  (m)                       GP(2002.00)    
 AL8200  NAD 83(1999)-  28 01 23.73493(N)    082 14 48.40175(W) AD(       ) 1
 AL8200  ELLIP H (06/19/01)   -7.997  (m)                       GP(       ) 4 1
 AL8200  NAD 83(1990)-  28 01 23.73317(N)    082 14 48.40089(W) AD(       ) 1
 AL8200  ELLIP H (07/07/94)   -7.983  (m)                       GP(       ) 4 1
 AL8200  NAD 83(1990)-  28 01 23.73312(N)    082 14 48.40116(W) AD(       ) 2
 AL8200
 AL8200.Superseded values are not recommended for survey control.
 AL8200
 AL8200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8200.See file dsdata.pdf to determine how the superseded data were derived.
 AL8200
 AL8200_MARKER: DD = SURVEY DISK
 AL8200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8200_STAMPING: 10-92-B10
 AL8200_MARK LOGO: FLDT
 AL8200_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8200+STABILITY: SURFACE MOTION
 AL8200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8200+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8200
 AL8200  HISTORY     - Date     Condition        Report By
 AL8200  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8200  HISTORY     - 20151010 MARK NOT FOUND   WANTGP
 AL8200
 AL8200                          STATION DESCRIPTION
 AL8200
 AL8200'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8200'14.0 MI (22.5 KM) EAST OF TAMPA ALONG INTERSTATE HIGHWAY 4 AT THE
 AL8200'ANTIOCH-MC INTOSH ROAD EXIT NO. 9, THE STATION IS LOCATED 500 FT
 AL8200'(152.4 M) WEST OF MCINTOSH ROAD, NORTH OF THE ON-RAMP TO I-4
 AL8200'WESTBOUND LANES, BETWEEN TWO BILLBOARDS 276 FT (84.1 M) EAST OF THE
 AL8200'SOUTHERNMOST POST FOR A RED ROOF INN SIGN/FLORIDA SIGN PERMIT NO.
 AL8200'424, 79.2 FT (24.1 M) NORTH OF THE NORTH EDGE OF PAVEMENT, 28.6 FT
 AL8200'(8.7 M) NORTHEAST OF A PK. NAIL AND TAB IN WOOD FENCE POST (5 FT
 AL8200'HOGWIRE-BARBED WIRE), 37.0 FT (11.3 M) NORTHWEST OF A PK. NAIL AND
 AL8200'TAB IN A WOOD FENCE POST, 25 FT (7.6 M) NORTH OF A 5 FT.
 AL8200'HOGWIRE/BARBED WIRE FENCE, 109.7 FT (33.4 M) SOUTHEAST OF A
 AL8200'FREESTANDING WOOD POLE WITH PK.AND TAB. THE STATION IF SET 0.2 FT
 AL8200'(0.1 M) BELOW GROUND LEVEL. SECTION 30 TWP.28 S.RGE.21 E.
 AL8200
 AL8200                          STATION RECOVERY (2015)
 AL8200
 AL8200'RECOVERY NOTE BY WANTMAN GROUP INC 2015 (DC)
 AL8200'UN RECOVERED MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8201 ***********************************************************************
 AL8201  DESIGNATION -  10 92 B11
 AL8201  PID         -  AL8201
 AL8201  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8201  COUNTRY     -  US
 AL8201  USGS QUAD   -  PLANT CITY WEST (2018)
 AL8201
 AL8201                         *CURRENT SURVEY CONTROL
 AL8201  ______________________________________________________________________
 AL8201* NAD 83(2011) POSITION- 28 01 26.59689(N) 082 14 14.41183(W)   ADJUSTED
 AL8201* NAD 83(2011) ELLIP HT-    -6.830 (meters)        (06/27/12)   ADJUSTED
 AL8201* NAD 83(2011) EPOCH   -  2010.00
 AL8201* NAVD 88 ORTHO HEIGHT -    18.7   (meters)       61.    (feet) GPS OBS
 AL8201  ______________________________________________________________________
 AL8201  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8201  GEOID HEIGHT    -        -26.170 (meters)                     GEOID93
 AL8201  GEOID HEIGHT    -        -25.438 (meters)                     GEOID18
 AL8201  NAD 83(2011) X  -    761,046.350 (meters)                     COMP
 AL8201  NAD 83(2011) Y  - -5,582,828.070 (meters)                     COMP
 AL8201  NAD 83(2011) Z  -  2,978,855.507 (meters)                     COMP
 AL8201  LAPLACE CORR    -         -1.90  (seconds)                    DEFLEC18
 AL8201
 AL8201  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8201  Standards:
 AL8201         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8201            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8201  -------------------------------------------------------------------
 AL8201  NETWORK    0.61   1.10           0.25   0.25   0.56      0.00083604
 AL8201  -------------------------------------------------------------------
 AL8201  Click here for local accuracies and other accuracy information.
 AL8201
 AL8201.The horizontal coordinates were established by GPS observations
 AL8201.and adjusted by the National Geodetic Survey in June 2012.
 AL8201
 AL8201.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8201.been affixed to the stable North American tectonic plate. See 
 AL8201.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8201
 AL8201.The horizontal coordinates are valid at the epoch date displayed above
 AL8201.which is a decimal equivalence of Year/Month/Day.
 AL8201
 AL8201.The orthometric height was determined by GPS observations and a
 AL8201.high-resolution geoid model.
 AL8201
 AL8201.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8201.GEOID18 height accuracy estimate available here.
 AL8201
 AL8201.Click photographs - Photos may exist for this station.
 AL8201
 AL8201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8201
 AL8201.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8201
 AL8201.The ellipsoidal height was determined by GPS observations
 AL8201.and is referenced to NAD 83.
 AL8201
 AL8201. The following values were computed from the NAD 83(2011) position.
 AL8201
 AL8201;                    North         East     Units Scale Factor Converg.
 AL8201;SPC FL W     -   408,897.273   176,661.648   MT  0.99994790   -0 06 41.4
 AL8201;SPC FL W     - 1,341,523.80    579,597.42   sFT  0.99994790   -0 06 41.4
 AL8201;UTM  17      - 3,100,484.192   378,363.649   MT  0.99978261   -0 34 53.1
 AL8201
 AL8201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8201!SPC FL W     -   1.00000107  x   0.99994790  =   0.99994897
 AL8201!UTM  17      -   1.00000107  x   0.99978261  =   0.99978368
 AL8201
 AL8201:                Primary Azimuth Mark                     Grid Az
 AL8201:SPC FL W     -  10 92 B10                                264 41 34.5
 AL8201:UTM  17      -  10 92 B10                                265 09 46.2
 AL8201
 AL8201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7836300484(NAD 83)
 AL8201
 AL8201|---------------------------------------------------------------------|
 AL8201| PID    Reference Object                     Distance      Geod. Az  |
 AL8201|                                                           dddmmss.s |
 AL8201| AL8200 10 92 B10                           APPROX. 0.9 KM 2643453.1 |
 AL8201|---------------------------------------------------------------------|
 AL8201
 AL8201                          SUPERSEDED SURVEY CONTROL
 AL8201
 AL8201  NAD 83(2007)-  28 01 26.59698(N)    082 14 14.41256(W) AD(2002.00) 0
 AL8201  ELLIP H (02/10/07)   -6.813  (m)                       GP(2002.00)    
 AL8201  NAD 83(1999)-  28 01 26.59697(N)    082 14 14.41303(W) AD(       ) 1
 AL8201  ELLIP H (06/19/01)   -6.806  (m)                       GP(       ) 4 1
 AL8201  NAD 83(1990)-  28 01 26.59527(N)    082 14 14.41214(W) AD(       ) 1
 AL8201  ELLIP H (07/07/94)   -6.785  (m)                       GP(       ) 4 1
 AL8201  NAD 83(1990)-  28 01 26.59529(N)    082 14 14.41238(W) AD(       ) 2
 AL8201
 AL8201.Superseded values are not recommended for survey control.
 AL8201
 AL8201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8201.See file dsdata.pdf to determine how the superseded data were derived.
 AL8201
 AL8201_MARKER: DD = SURVEY DISK
 AL8201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8201_STAMPING: 10-92-B11
 AL8201_MARK LOGO: FLDT
 AL8201_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8201+STABILITY: SURFACE MOTION
 AL8201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8201+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8201
 AL8201  HISTORY     - Date     Condition        Report By
 AL8201  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8201
 AL8201                          STATION DESCRIPTION
 AL8201
 AL8201'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8201'14.4 MI (23.2 KM) EAST OF TAMPA, 2.2 MI (3.5 KM) NORTH OF DOVER. FROM
 AL8201'THE INTERSECTION OF COUNTY ROAD 579 AND STATE ROAD 92, PROCEED EAST
 AL8201'ON STATE ROAD 92 3.6 MI (5.8 KM) TO MCINTOSH ROAD, PROCEED NORTH ON
 AL8201'MCINTOSH ROAD 0.5 MI (0.8 KM) TO NEWSOME ROAD, PROCEED EAST ON
 AL8201'NEWSOME ROAD 0.5 MI (0.8 KM) TO GALLAGHER ROAD, PROCEED NORTH ON
 AL8201'GALLAGHER ROAD 0.2 MI (0.3 KM) TO THE SOUTH RIGHT OF WAY LINE OF
 AL8201'INTERSTATE 4 AND A DIRT ROAD, PROCEED WEST 280 FT (85.3 M) ALONG THE
 AL8201'DIRT ROAD TO THE STATION ON THE LEFT. THE STATION IS LOCATED IN A
 AL8201'DIRT FARM ROAD IN A STAWBERRY FIELD, 40 FT (12.2 M) SOUTH OF A
 AL8201'HOGWIRE FENCE, 368.5 FT (112.3 M) EAST OF A BILLBOARD SIGN, 240.9 FT
 AL8201'(73.4 M) WEST OF A BILLBOARD SIGN, 345.7 FT (105.4 M) NORTHWEST OF A
 AL8201'POWER POLE. THE STATION WAS SET 1.5 FT (0.5 M) BELOW GROUND LEVEL.
 AL8201'SECTION 30 TWP.28 S.RGE.21 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8202 ***********************************************************************
 AL8202  DESIGNATION -  10 92 B12
 AL8202  PID         -  AL8202
 AL8202  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8202  COUNTRY     -  US
 AL8202  USGS QUAD   -  PLANT CITY WEST (2018)
 AL8202
 AL8202                         *CURRENT SURVEY CONTROL
 AL8202  ______________________________________________________________________
 AL8202* NAD 83(2011) POSITION- 28 01 32.36079(N) 082 13 46.21066(W)   ADJUSTED
 AL8202* NAD 83(2011) ELLIP HT-    -5.006 (meters)        (06/27/12)   ADJUSTED
 AL8202* NAD 83(2011) EPOCH   -  2010.00
 AL8202* NAVD 88 ORTHO HEIGHT -    20.5   (meters)       67.    (feet) GPS OBS
 AL8202  ______________________________________________________________________
 AL8202  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8202  GEOID HEIGHT    -        -26.190 (meters)                     GEOID93
 AL8202  GEOID HEIGHT    -        -25.455 (meters)                     GEOID18
 AL8202  NAD 83(2011) X  -    761,798.591 (meters)                     COMP
 AL8202  NAD 83(2011) Y  - -5,582,642.959 (meters)                     COMP
 AL8202  NAD 83(2011) Z  -  2,979,012.991 (meters)                     COMP
 AL8202  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 AL8202
 AL8202  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8202  Standards:
 AL8202         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8202            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8202  -------------------------------------------------------------------
 AL8202  NETWORK    0.64   1.20           0.26   0.26   0.61      0.01163050
 AL8202  -------------------------------------------------------------------
 AL8202  Click here for local accuracies and other accuracy information.
 AL8202
 AL8202.The horizontal coordinates were established by GPS observations
 AL8202.and adjusted by the National Geodetic Survey in June 2012.
 AL8202
 AL8202.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8202.been affixed to the stable North American tectonic plate. See 
 AL8202.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8202
 AL8202.The horizontal coordinates are valid at the epoch date displayed above
 AL8202.which is a decimal equivalence of Year/Month/Day.
 AL8202
 AL8202.The orthometric height was determined by GPS observations and a
 AL8202.high-resolution geoid model.
 AL8202
 AL8202.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8202.GEOID18 height accuracy estimate available here.
 AL8202
 AL8202.Click photographs - Photos may exist for this station.
 AL8202
 AL8202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8202
 AL8202.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8202
 AL8202.The ellipsoidal height was determined by GPS observations
 AL8202.and is referenced to NAD 83.
 AL8202
 AL8202. The following values were computed from the NAD 83(2011) position.
 AL8202
 AL8202;                    North         East     Units Scale Factor Converg.
 AL8202;SPC FL W     -   409,073.220   177,432.303   MT  0.99994746   -0 06 28.2
 AL8202;SPC FL W     - 1,342,101.06    582,125.81   sFT  0.99994746   -0 06 28.2
 AL8202;UTM  17      - 3,100,653.785   379,135.592   MT  0.99978030   -0 34 40.0
 AL8202
 AL8202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8202!SPC FL W     -   1.00000079  x   0.99994746  =   0.99994825
 AL8202!UTM  17      -   1.00000079  x   0.99978030  =   0.99978109
 AL8202
 AL8202:                Primary Azimuth Mark                     Grid Az
 AL8202:SPC FL W     -  10 92 B14                                084 10 21.0
 AL8202:UTM  17      -  10 92 B14                                084 38 32.8
 AL8202
 AL8202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7913500653(NAD 83)
 AL8202
 AL8202|---------------------------------------------------------------------|
 AL8202| PID    Reference Object                     Distance      Geod. Az  |
 AL8202|                                                           dddmmss.s |
 AL8202| AL8204 10 92 B14                           APPROX. 1.4 KM 0840352.8 |
 AL8202| AL8201 10 92 B11                           APPROX. 0.8 KM 2570153.1 |
 AL8202|---------------------------------------------------------------------|
 AL8202
 AL8202                          SUPERSEDED SURVEY CONTROL
 AL8202
 AL8202  NAD 83(2007)-  28 01 32.36088(N)    082 13 46.21139(W) AD(2002.00) 0
 AL8202  ELLIP H (02/10/07)   -4.990  (m)                       GP(2002.00)    
 AL8202  NAD 83(1999)-  28 01 32.36086(N)    082 13 46.21188(W) AD(       ) 1
 AL8202  ELLIP H (06/19/01)   -4.984  (m)                       GP(       ) 4 1
 AL8202  NAD 83(1990)-  28 01 32.35918(N)    082 13 46.21096(W) AD(       ) 1
 AL8202  ELLIP H (07/07/94)   -4.956  (m)                       GP(       ) 4 1
 AL8202  NAD 83(1990)-  28 01 32.35923(N)    082 13 46.21118(W) AD(       ) 2
 AL8202
 AL8202.Superseded values are not recommended for survey control.
 AL8202
 AL8202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8202.See file dsdata.pdf to determine how the superseded data were derived.
 AL8202
 AL8202_MARKER: DD = SURVEY DISK
 AL8202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8202_STAMPING: 10-92-B12
 AL8202_MARK LOGO: FLDT
 AL8202_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8202+STABILITY: SURFACE MOTION
 AL8202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8202+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8202
 AL8202  HISTORY     - Date     Condition        Report By
 AL8202  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8202
 AL8202                          STATION DESCRIPTION
 AL8202
 AL8202'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8202'14.9 MI (24.0 KM) EAST OF TAMPA, 3.5 MI (5.6 KM) SOUTH OF ANTIOCH.
 AL8202'FROM THE INTERSECTION OF MCINTOSH ROAD AND INTERSTATE HIGHWAY 4
 AL8202'PROCEED 0.9 MI (1.4 KM) EAST ALONG INTERSTATE HIGHWAY 4 TO MILE MARK
 AL8202'15 THE STATION IS 546 FT (166.4 M) WEST OF MILE MARKER 15 ON THE
 AL8202'RIGHT(SOURH). THE STATION IS LOCATED IN A PASTURE 68.5 FT (20.9 M)
 AL8202'SOUTH OF THE SOUTH EDGE OF PAVEMENT, 27.1 FT (8.3 M) SOUTHEAST OF A PK
 AL8202'NAIL AND TAB SET IN A WOOD FENCE POST, 123.9 FT (37.8 M) SOUTHWEST OF
 AL8202'A CONCRETE R/W MONUMENT. THE STATION IS SET 0.2 FT (0.1 M) BELOW
 AL8202'GROUND LEVEL. SECTION 20 TWP.28 S.RGE.21 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8203 ***********************************************************************
 AL8203  DESIGNATION -  10 92 B13
 AL8203  PID         -  AL8203
 AL8203  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8203  COUNTRY     -  US
 AL8203  USGS QUAD   -  PLANT CITY WEST (2018)
 AL8203
 AL8203                         *CURRENT SURVEY CONTROL
 AL8203  ______________________________________________________________________
 AL8203* NAD 83(2011) POSITION- 28 01 40.25319(N) 082 13 17.77394(W)   ADJUSTED
 AL8203* NAD 83(2011) ELLIP HT-    -4.129 (meters)        (06/27/12)   ADJUSTED
 AL8203* NAD 83(2011) EPOCH   -  2010.00
 AL8203* NAVD 88 ORTHO HEIGHT -    21.4   (meters)       70.    (feet) GPS OBS
 AL8203  ______________________________________________________________________
 AL8203  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8203  GEOID HEIGHT    -        -26.220 (meters)                     GEOID93
 AL8203  GEOID HEIGHT    -        -25.475 (meters)                     GEOID18
 AL8203  NAD 83(2011) X  -    762,552.889 (meters)                     COMP
 AL8203  NAD 83(2011) Y  - -5,582,425.537 (meters)                     COMP
 AL8203  NAD 83(2011) Z  -  2,979,227.866 (meters)                     COMP
 AL8203  LAPLACE CORR    -         -2.05  (seconds)                    DEFLEC18
 AL8203
 AL8203  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8203  Standards:
 AL8203         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8203            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8203  -------------------------------------------------------------------
 AL8203  NETWORK    0.67   1.18           0.27   0.28   0.60      0.13691985
 AL8203  -------------------------------------------------------------------
 AL8203  Click here for local accuracies and other accuracy information.
 AL8203
 AL8203.The horizontal coordinates were established by GPS observations
 AL8203.and adjusted by the National Geodetic Survey in June 2012.
 AL8203
 AL8203.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8203.been affixed to the stable North American tectonic plate. See 
 AL8203.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8203
 AL8203.The horizontal coordinates are valid at the epoch date displayed above
 AL8203.which is a decimal equivalence of Year/Month/Day.
 AL8203
 AL8203.The orthometric height was determined by GPS observations and a
 AL8203.high-resolution geoid model.
 AL8203
 AL8203.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8203.GEOID18 height accuracy estimate available here.
 AL8203
 AL8203.Click photographs - Photos may exist for this station.
 AL8203
 AL8203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8203
 AL8203.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8203
 AL8203.The ellipsoidal height was determined by GPS observations
 AL8203.and is referenced to NAD 83.
 AL8203
 AL8203. The following values were computed from the NAD 83(2011) position.
 AL8203
 AL8203;                    North         East     Units Scale Factor Converg.
 AL8203;SPC FL W     -   409,314.724   178,209.487   MT  0.99994703   -0 06 14.9
 AL8203;SPC FL W     - 1,342,893.39    584,675.63   sFT  0.99994703   -0 06 14.9
 AL8203;UTM  17      - 3,100,888.867   379,914.600   MT  0.99977798   -0 34 26.8
 AL8203
 AL8203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8203!SPC FL W     -   1.00000065  x   0.99994703  =   0.99994768
 AL8203!UTM  17      -   1.00000065  x   0.99977798  =   0.99977863
 AL8203
 AL8203:                Primary Azimuth Mark                     Grid Az
 AL8203:SPC FL W     -  10 92 B14                                100 07 22.1
 AL8203:UTM  17      -  10 92 B14                                100 35 34.0
 AL8203
 AL8203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7991400888(NAD 83)
 AL8203
 AL8203|---------------------------------------------------------------------|
 AL8203| PID    Reference Object                     Distance      Geod. Az  |
 AL8203|                                                           dddmmss.s |
 AL8203| AL8204 10 92 B14                           APPROX. 0.6 KM 1000107.2 |
 AL8203| AL8202 10 92 B12                           APPROX. 0.8 KM 2523801.1 |
 AL8203| AL8201 10 92 B11                           APPROX. 1.6 KM 2544808.4 |
 AL8203|---------------------------------------------------------------------|
 AL8203
 AL8203                          SUPERSEDED SURVEY CONTROL
 AL8203
 AL8203  NAD 83(2007)-  28 01 40.25329(N)    082 13 17.77466(W) AD(2002.00) 0
 AL8203  ELLIP H (02/10/07)   -4.112  (m)                       GP(2002.00)    
 AL8203  NAD 83(1999)-  28 01 40.25326(N)    082 13 17.77515(W) AD(       ) 1
 AL8203  ELLIP H (06/19/01)   -4.106  (m)                       GP(       ) 4 1
 AL8203  NAD 83(1990)-  28 01 40.25154(N)    082 13 17.77418(W) AD(       ) 1
 AL8203  ELLIP H (07/07/94)   -4.083  (m)                       GP(       ) 4 1
 AL8203  NAD 83(1990)-  28 01 40.25166(N)    082 13 17.77436(W) AD(       ) 2
 AL8203
 AL8203.Superseded values are not recommended for survey control.
 AL8203
 AL8203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8203.See file dsdata.pdf to determine how the superseded data were derived.
 AL8203
 AL8203_MARKER: DD = SURVEY DISK
 AL8203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8203_STAMPING: 10-92-B13
 AL8203_MARK LOGO: FLDT
 AL8203_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8203+STABILITY: SURFACE MOTION
 AL8203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8203+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8203
 AL8203  HISTORY     - Date     Condition        Report By
 AL8203  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8203
 AL8203                          STATION DESCRIPTION
 AL8203
 AL8203'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8203'15.3 MI (24.6 KM) EAST OF TAMPA, 3.8 MI (6.1 KM) SOUTHEAST OF ANTIOCH,
 AL8203'FROM THE INTERSECTION OF MCINTOSH ROAD AND INTERSTATE HIGHWAY 4
 AL8203'PROCEED EAST ALONG INTERSTATE HIGHWAY 4, 1.4 MI (2.3 KM) TO MILE MARK
 AL8203'15.3 AND THE STATION ON THE LEFT. THE STATION IS LOCATED IN A PASTURE
 AL8203'NORTH OF THE NORTH R/W LINE, 83.6 FT (25.5 M) NORTH OF THE EDGE OF
 AL8203'PAVEMENT, 35.4 FT (10.8 M) NORTH OF A HOGWIRE FENCE, 203.9 FT
 AL8203'(62.1 M) WEST OF A POWER POLE, 70.6 FT (21.5 M) EAST OF A POWER POLE,
 AL8203'344 FT (104.9 M) EAST OF A POWER POLE. THE STATION WAS SET 0.2 FT
 AL8203'(0.1 M) BELOW GROUND LEVEL.SECTION 20 TWP.28 S.RGE.21 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8204 ***********************************************************************
 AL8204  DESIGNATION -  10 92 B14
 AL8204  PID         -  AL8204
 AL8204  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8204  COUNTRY     -  US
 AL8204  USGS QUAD   -  PLANT CITY WEST (2018)
 AL8204
 AL8204                         *CURRENT SURVEY CONTROL
 AL8204  ______________________________________________________________________
 AL8204* NAD 83(2011) POSITION- 28 01 36.93444(N) 082 12 56.60646(W)   ADJUSTED
 AL8204* NAD 83(2011) ELLIP HT-     1.990 (meters)        (06/27/12)   ADJUSTED
 AL8204* NAD 83(2011) EPOCH   -  2010.00
 AL8204* NAVD 88 ORTHO HEIGHT -    27.5   (meters)       90.    (feet) GPS OBS
 AL8204  ______________________________________________________________________
 AL8204  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8204  GEOID HEIGHT    -        -26.230 (meters)                     GEOID93
 AL8204  GEOID HEIGHT    -        -25.484 (meters)                     GEOID18
 AL8204  NAD 83(2011) X  -    763,133.003 (meters)                     COMP
 AL8204  NAD 83(2011) Y  - -5,582,400.167 (meters)                     COMP
 AL8204  NAD 83(2011) Z  -  2,979,140.560 (meters)                     COMP
 AL8204  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 AL8204
 AL8204  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8204  Standards:
 AL8204         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8204            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8204  -------------------------------------------------------------------
 AL8204  NETWORK    0.51   0.94           0.21   0.21   0.48      0.01059736
 AL8204  -------------------------------------------------------------------
 AL8204  Click here for local accuracies and other accuracy information.
 AL8204
 AL8204.The horizontal coordinates were established by GPS observations
 AL8204.and adjusted by the National Geodetic Survey in June 2012.
 AL8204
 AL8204.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8204.been affixed to the stable North American tectonic plate. See 
 AL8204.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8204
 AL8204.The horizontal coordinates are valid at the epoch date displayed above
 AL8204.which is a decimal equivalence of Year/Month/Day.
 AL8204
 AL8204.The orthometric height was determined by GPS observations and a
 AL8204.high-resolution geoid model.
 AL8204
 AL8204.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8204.GEOID18 height accuracy estimate available here.
 AL8204
 AL8204.Click photographs - Photos may exist for this station.
 AL8204
 AL8204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8204
 AL8204.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8204
 AL8204.The ellipsoidal height was determined by GPS observations
 AL8204.and is referenced to NAD 83.
 AL8204
 AL8204. The following values were computed from the NAD 83(2011) position.
 AL8204
 AL8204;                    North         East     Units Scale Factor Converg.
 AL8204;SPC FL W     -   409,211.531   178,787.479   MT  0.99994673   -0 06 04.9
 AL8204;SPC FL W     - 1,342,554.83    586,571.92   sFT  0.99994673   -0 06 04.9
 AL8204;UTM  17      - 3,100,780.954   380,491.629   MT  0.99977628   -0 34 16.8
 AL8204
 AL8204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8204!SPC FL W     -   0.99999969  x   0.99994673  =   0.99994642
 AL8204!UTM  17      -   0.99999969  x   0.99977628  =   0.99977597
 AL8204
 AL8204:                Primary Azimuth Mark                     Grid Az
 AL8204:SPC FL W     -  10 92 B15                                080 57 45.7
 AL8204:UTM  17      -  10 92 B15                                081 25 57.6
 AL8204
 AL8204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8049100780(NAD 83)
 AL8204
 AL8204|---------------------------------------------------------------------|
 AL8204| PID    Reference Object                     Distance      Geod. Az  |
 AL8204|                                                           dddmmss.s |
 AL8204| AL8205 10 92 B15                           APPROX. 0.9 KM 0805140.8 |
 AL8204| AL8206 10 92 B16                           APPROX. 1.4 KM 0895723.1 |
 AL8204| AL8202 10 92 B12                           APPROX. 1.4 KM 2640416.1 |
 AL8204| AL8203 10 92 B13                           APPROX. 0.6 KM 2800117.1 |
 AL8204|---------------------------------------------------------------------|
 AL8204
 AL8204                          SUPERSEDED SURVEY CONTROL
 AL8204
 AL8204  NAD 83(2007)-  28 01 36.93456(N)    082 12 56.60717(W) AD(2002.00) 0
 AL8204  ELLIP H (02/10/07)    2.007  (m)                       GP(2002.00)    
 AL8204  NAD 83(1999)-  28 01 36.93458(N)    082 12 56.60764(W) AD(       ) 1
 AL8204  ELLIP H (06/19/01)    2.017  (m)                       GP(       ) 4 1
 AL8204  NAD 83(1990)-  28 01 36.93285(N)    082 12 56.60678(W) AD(       ) 1
 AL8204  ELLIP H (07/07/94)    2.029  (m)                       GP(       ) 4 1
 AL8204  NAD 83(1990)-  28 01 36.93283(N)    082 12 56.60705(W) AD(       ) 2
 AL8204
 AL8204.Superseded values are not recommended for survey control.
 AL8204
 AL8204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8204.See file dsdata.pdf to determine how the superseded data were derived.
 AL8204
 AL8204_MARKER: DD = SURVEY DISK
 AL8204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8204_STAMPING: 10-92-B14
 AL8204_MARK LOGO: FLDT
 AL8204_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8204+STABILITY: SURFACE MOTION
 AL8204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8204+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8204
 AL8204  HISTORY     - Date     Condition        Report By
 AL8204  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8204
 AL8204                          STATION DESCRIPTION
 AL8204
 AL8204'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8204'15.8 MI (25.4 KM) EAST OF TAMPA, 4.2 MI (6.8 KM) SOUTHEAST OF ANTIOCH,
 AL8204'AT THE INTERSECTION OF INTERSTATE HIGHWAY 4 AND FRITZKE ROAD. THE
 AL8204'STATION IS LOCATED SOUTHEAST OF THE INTERSECTION, IN THE EDGE OF A
 AL8204'STRAWBERRY FIELD. 68.1 FT (20.8 M) EAST OF THE CENTERLINE OF FRITZKE
 AL8204'ROAD, 89 FT (27.1 M) SOUTH OF A POWER POLE, 178.4 FT (54.4 M) NORTH
 AL8204'OF A POWER POLE. THE STATION WAS SET 0.5 FT (0.2 M) BELOW GROUND
 AL8204'LEVEL.SECTION 21 TWP.28 S.RGE.21 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8205 ***********************************************************************
 AL8205  DESIGNATION -  10 92 B15
 AL8205  PID         -  AL8205
 AL8205  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8205  COUNTRY     -  US
 AL8205  USGS QUAD   -  PLANT CITY WEST (2018)
 AL8205
 AL8205                         *CURRENT SURVEY CONTROL
 AL8205  ______________________________________________________________________
 AL8205* NAD 83(2011) POSITION- 28 01 41.57179(N) 082 12 24.11201(W)   ADJUSTED
 AL8205* NAD 83(2011) ELLIP HT-    -1.500 (meters)        (06/27/12)   ADJUSTED
 AL8205* NAD 83(2011) EPOCH   -  2010.00
 AL8205* NAVD 88 ORTHO HEIGHT -    24.1   (meters)       79.    (feet) GPS OBS
 AL8205  ______________________________________________________________________
 AL8205  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8205  GEOID HEIGHT    -        -26.250 (meters)                     GEOID93
 AL8205  GEOID HEIGHT    -        -25.505 (meters)                     GEOID18
 AL8205  NAD 83(2011) X  -    764,002.918 (meters)                     COMP
 AL8205  NAD 83(2011) Y  - -5,582,210.364 (meters)                     COMP
 AL8205  NAD 83(2011) Z  -  2,979,264.931 (meters)                     COMP
 AL8205  LAPLACE CORR    -         -2.19  (seconds)                    DEFLEC18
 AL8205
 AL8205  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8205  Standards:
 AL8205         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8205            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8205  -------------------------------------------------------------------
 AL8205  NETWORK    0.59   1.00           0.25   0.23   0.51      0.07812108
 AL8205  -------------------------------------------------------------------
 AL8205  Click here for local accuracies and other accuracy information.
 AL8205
 AL8205.The horizontal coordinates were established by GPS observations
 AL8205.and adjusted by the National Geodetic Survey in June 2012.
 AL8205
 AL8205.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8205.been affixed to the stable North American tectonic plate. See 
 AL8205.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8205
 AL8205.The horizontal coordinates are valid at the epoch date displayed above
 AL8205.which is a decimal equivalence of Year/Month/Day.
 AL8205
 AL8205.The orthometric height was determined by GPS observations and a
 AL8205.high-resolution geoid model.
 AL8205
 AL8205.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8205.GEOID18 height accuracy estimate available here.
 AL8205
 AL8205.Click photographs - Photos may exist for this station.
 AL8205
 AL8205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8205
 AL8205.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8205
 AL8205.The ellipsoidal height was determined by GPS observations
 AL8205.and is referenced to NAD 83.
 AL8205
 AL8205. The following values were computed from the NAD 83(2011) position.
 AL8205
 AL8205;                    North         East     Units Scale Factor Converg.
 AL8205;SPC FL W     -   409,352.739   179,675.289   MT  0.99994627   -0 05 49.7
 AL8205;SPC FL W     - 1,343,018.11    589,484.68   sFT  0.99994627   -0 05 49.7
 AL8205;UTM  17      - 3,100,914.852   381,380.414   MT  0.99977367   -0 34 01.6
 AL8205
 AL8205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8205!SPC FL W     -   1.00000024  x   0.99994627  =   0.99994651
 AL8205!UTM  17      -   1.00000024  x   0.99977367  =   0.99977391
 AL8205
 AL8205:                Primary Azimuth Mark                     Grid Az
 AL8205:SPC FL W     -  10 92 B17                                097 32 23.9
 AL8205:UTM  17      -  10 92 B17                                098 00 35.8
 AL8205
 AL8205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8138000914(NAD 83)
 AL8205
 AL8205|---------------------------------------------------------------------|
 AL8205| PID    Reference Object                     Distance      Geod. Az  |
 AL8205|                                                           dddmmss.s |
 AL8205| AL8207 10 92 B17                           APPROX. 1.4 KM 0972634.2 |
 AL8205| AL8206 10 92 B16                           APPROX. 0.6 KM 1041520.1 |
 AL8205| AL8204 10 92 B14                           APPROX. 0.9 KM 2605156.1 |
 AL8205| AL8203 10 92 B13                           APPROX. 1.5 KM 2682502.2 |
 AL8205|---------------------------------------------------------------------|
 AL8205
 AL8205                          SUPERSEDED SURVEY CONTROL
 AL8205
 AL8205  NAD 83(2007)-  28 01 41.57189(N)    082 12 24.11273(W) AD(2002.00) 0
 AL8205  ELLIP H (02/10/07)   -1.483  (m)                       GP(2002.00)    
 AL8205  NAD 83(1999)-  28 01 41.57190(N)    082 12 24.11321(W) AD(       ) 1
 AL8205  ELLIP H (06/19/01)   -1.475  (m)                       GP(       ) 4 1
 AL8205  NAD 83(1990)-  28 01 41.57021(N)    082 12 24.11231(W) AD(       ) 1
 AL8205  ELLIP H (07/07/94)   -1.460  (m)                       GP(       ) 4 1
 AL8205  NAD 83(1990)-  28 01 41.57024(N)    082 12 24.11255(W) AD(       ) 2
 AL8205
 AL8205.Superseded values are not recommended for survey control.
 AL8205
 AL8205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8205.See file dsdata.pdf to determine how the superseded data were derived.
 AL8205
 AL8205_MARKER: DD = SURVEY DISK
 AL8205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8205_STAMPING: 10-92-B15
 AL8205_MARK LOGO: FLDT
 AL8205_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8205+STABILITY: SURFACE MOTION
 AL8205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8205+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8205
 AL8205  HISTORY     - Date     Condition        Report By
 AL8205  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8205
 AL8205                          STATION DESCRIPTION
 AL8205
 AL8205'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8205'16.2 MI (26.1 KM) EAST OF TAMPA, 4.3 MI (6.9 KM) SOUTHEAST OF ANTIOCH.
 AL8205'FROM THE INTERSECTION OF INTERSTATE HIGHWAY 4 AND BRANCH FORBES ROAD
 AL8205'PROCEED WEST ALONG INTERSTATE 4, 1 MI (1.6 KM) TO BETHLEHEM ROAD,
 AL8205'CONTINUE WEST ON INTERSTATE 4, 1000 FT (304.8 M) TO THE STATION ON
 AL8205'THE RIGHT. THE STATION IS LOCATED SOUTH OF PEMBERTON CREEK, 56.1 FT
 AL8205'(17.1 M) SOUTH OF A PALM TREE, 114.5 FT (34.9 M) NORTH OF A HOGWIRE
 AL8205'FENCE, 161.4 FT (49.2 M) NORTH OF THE EDGE OF PAVEMENT, 126.1 FT
 AL8205'(38.4 M) WEST OF A PALM TREE, 112.2 FT (34.2 M) EAST OF THE NORTHERN
 AL8205'MOST POLE SUPPORTING A BILLBOARD. THE STATION WAS SET 0.2 FT (0.1 M)
 AL8205'BELOW GROUND LEVEL  SECTION 21 TWP.28 S.RGE.21 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8206 ***********************************************************************
 AL8206  DESIGNATION -  10 92 B16
 AL8206  PID         -  AL8206
 AL8206  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8206  COUNTRY     -  US
 AL8206  USGS QUAD   -  PLANT CITY WEST (2018)
 AL8206
 AL8206                         *CURRENT SURVEY CONTROL
 AL8206  ______________________________________________________________________
 AL8206* NAD 83(2011) POSITION- 28 01 36.96733(N) 082 12 03.69075(W)   ADJUSTED
 AL8206* NAD 83(2011) ELLIP HT-     1.607 (meters)        (06/27/12)   ADJUSTED
 AL8206* NAD 83(2011) EPOCH   -  2010.00
 AL8206* NAVD 88 ORTHO HEIGHT -    27.2   (meters)       89.    (feet) GPS OBS
 AL8206  ______________________________________________________________________
 AL8206  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8206  GEOID HEIGHT    -        -26.260 (meters)                     GEOID93
 AL8206  GEOID HEIGHT    -        -25.512 (meters)                     GEOID18
 AL8206  NAD 83(2011) X  -    764,564.991 (meters)                     COMP
 AL8206  NAD 83(2011) Y  - -5,582,203.401 (meters)                     COMP
 AL8206  NAD 83(2011) Z  -  2,979,141.274 (meters)                     COMP
 AL8206  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 AL8206
 AL8206  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8206  Standards:
 AL8206         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8206            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8206  -------------------------------------------------------------------
 AL8206  NETWORK    0.54   0.98           0.23   0.21   0.50      0.03252205
 AL8206  -------------------------------------------------------------------
 AL8206  Click here for local accuracies and other accuracy information.
 AL8206
 AL8206.The horizontal coordinates were established by GPS observations
 AL8206.and adjusted by the National Geodetic Survey in June 2012.
 AL8206
 AL8206.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8206.been affixed to the stable North American tectonic plate. See 
 AL8206.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8206
 AL8206.The horizontal coordinates are valid at the epoch date displayed above
 AL8206.which is a decimal equivalence of Year/Month/Day.
 AL8206
 AL8206.The orthometric height was determined by GPS observations and a
 AL8206.high-resolution geoid model.
 AL8206
 AL8206.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8206.GEOID18 height accuracy estimate available here.
 AL8206
 AL8206.Click photographs - Photos may exist for this station.
 AL8206
 AL8206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8206
 AL8206.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8206
 AL8206.The ellipsoidal height was determined by GPS observations
 AL8206.and is referenced to NAD 83.
 AL8206
 AL8206. The following values were computed from the NAD 83(2011) position.
 AL8206
 AL8206;                    North         East     Units Scale Factor Converg.
 AL8206;SPC FL W     -   409,210.073   180,232.844   MT  0.99994600   -0 05 40.1
 AL8206;SPC FL W     - 1,342,550.05    591,313.92   sFT  0.99994600   -0 05 40.1
 AL8206;UTM  17      - 3,100,767.644   381,936.684   MT  0.99977204   -0 33 51.9
 AL8206
 AL8206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8206!SPC FL W     -   0.99999975  x   0.99994600  =   0.99994575
 AL8206!UTM  17      -   0.99999975  x   0.99977204  =   0.99977179
 AL8206
 AL8206:                Primary Azimuth Mark                     Grid Az
 AL8206:SPC FL W     -  10 92 B17                                092 44 52.4
 AL8206:UTM  17      -  10 92 B17                                093 13 04.2
 AL8206
 AL8206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8193600767(NAD 83)
 AL8206
 AL8206|---------------------------------------------------------------------|
 AL8206| PID    Reference Object                     Distance      Geod. Az  |
 AL8206|                                                           dddmmss.s |
 AL8206| AL8207 10 92 B17                           APPROX. 0.8 KM 0923912.3 |
 AL8206| AL8204 10 92 B14                           APPROX. 1.4 KM 2695748.0 |
 AL8206|---------------------------------------------------------------------|
 AL8206
 AL8206                          SUPERSEDED SURVEY CONTROL
 AL8206
 AL8206  NAD 83(2007)-  28 01 36.96745(N)    082 12 03.69147(W) AD(2002.00) 0
 AL8206  ELLIP H (02/10/07)    1.624  (m)                       GP(2002.00)    
 AL8206  NAD 83(1999)-  28 01 36.96751(N)    082 12 03.69193(W) AD(       ) 1
 AL8206  ELLIP H (06/19/01)    1.633  (m)                       GP(       ) 4 1
 AL8206  NAD 83(1990)-  28 01 36.96576(N)    082 12 03.69107(W) AD(       ) 1
 AL8206  ELLIP H (07/07/94)    1.644  (m)                       GP(       ) 4 1
 AL8206  NAD 83(1990)-  28 01 36.96571(N)    082 12 03.69135(W) AD(       ) 2
 AL8206
 AL8206.Superseded values are not recommended for survey control.
 AL8206
 AL8206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8206.See file dsdata.pdf to determine how the superseded data were derived.
 AL8206
 AL8206_MARKER: DD = SURVEY DISK
 AL8206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8206_STAMPING: 10-92-B16
 AL8206_MARK LOGO: FLDT
 AL8206_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8206+STABILITY: SURFACE MOTION
 AL8206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8206+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8206
 AL8206  HISTORY     - Date     Condition        Report By
 AL8206  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8206
 AL8206                          STATION DESCRIPTION
 AL8206
 AL8206'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8206'16.7 MI (26.9 KM) EAST OF TAMPA, 4.5 MI (7.2 KM) WEST OF PLANT CITY.
 AL8206'FROM THE INTERSECTION OF BRANCH FORBES ROAD AND INTERSTATE HIGHWAY 4,
 AL8206'PROCEED SOUTH 0.1 MI (0.2 KM) ALONG BRANCH FORBES ROAD TO GLEN
 AL8206'HARWELL ROAD, PROCEED WEST ON GLEN HARWELL ROAD 0.8 MI (1.3 KM) TO A
 AL8206'FIELD TO THE NORTH, PROCEED NORTH 650 FT (198.1 M) ALONG THE WESTERN
 AL8206'LIMITS OF THE FIELD TO THE STATION. THE STATION IS LOCATED SOUTH OF
 AL8206'THE INTERSTATE HIGHWAY 4 R/W AT MILE MARK 16.7, 32.0 FT (9.8 M) SOUTH
 AL8206'OF A HOGWIRE FENCE, 88.8 FT (27.1 M) SOUTHWEST OF A POWER POLE, 56.8
 AL8206'FT (17.3 M) NORTHWEST OF THE MOST SOUTHERLY SUPPORT POLE FOR A
 AL8206'BILLBOARD. THE STATION WAS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL.
 AL8206'SECTION 22 TWP.28 S.RGE.21 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8207 ***********************************************************************
 AL8207  DESIGNATION -  10 92 B17
 AL8207  PID         -  AL8207
 AL8207  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8207  COUNTRY     -  US
 AL8207  USGS QUAD   -  PLANT CITY WEST (2018)
 AL8207
 AL8207                         *CURRENT SURVEY CONTROL
 AL8207  ______________________________________________________________________
 AL8207* NAD 83(2011) POSITION- 28 01 35.73737(N) 082 11 33.80412(W)   ADJUSTED
 AL8207* NAD 83(2011) ELLIP HT-     8.048 (meters)        (06/27/12)   ADJUSTED
 AL8207* NAD 83(2011) EPOCH   -  2010.00
 AL8207* NAVD 88 ORTHO HEIGHT -    33.6   (meters)      110.    (feet) GPS OBS
 AL8207  ______________________________________________________________________
 AL8207  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8207  GEOID HEIGHT    -        -26.270 (meters)                     GEOID93
 AL8207  GEOID HEIGHT    -        -25.528 (meters)                     GEOID18
 AL8207  NAD 83(2011) X  -    765,377.002 (meters)                     COMP
 AL8207  NAD 83(2011) Y  - -5,582,115.820 (meters)                     COMP
 AL8207  NAD 83(2011) Z  -  2,979,110.878 (meters)                     COMP
 AL8207  LAPLACE CORR    -         -2.31  (seconds)                    DEFLEC18
 AL8207
 AL8207  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8207  Standards:
 AL8207         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8207            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8207  -------------------------------------------------------------------
 AL8207  NETWORK    0.66   1.02           0.29   0.25   0.52      0.04408920
 AL8207  -------------------------------------------------------------------
 AL8207  Click here for local accuracies and other accuracy information.
 AL8207
 AL8207.The horizontal coordinates were established by GPS observations
 AL8207.and adjusted by the National Geodetic Survey in June 2012.
 AL8207
 AL8207.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8207.been affixed to the stable North American tectonic plate. See 
 AL8207.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8207
 AL8207.The horizontal coordinates are valid at the epoch date displayed above
 AL8207.which is a decimal equivalence of Year/Month/Day.
 AL8207
 AL8207.The orthometric height was determined by GPS observations and a
 AL8207.high-resolution geoid model.
 AL8207
 AL8207.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8207.GEOID18 height accuracy estimate available here.
 AL8207
 AL8207.Click photographs - Photos may exist for this station.
 AL8207
 AL8207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8207
 AL8207.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8207
 AL8207.The ellipsoidal height was determined by GPS observations
 AL8207.and is referenced to NAD 83.
 AL8207
 AL8207. The following values were computed from the NAD 83(2011) position.
 AL8207
 AL8207;                    North         East     Units Scale Factor Converg.
 AL8207;SPC FL W     -   409,170.895   181,049.120   MT  0.99994561   -0 05 26.0
 AL8207;SPC FL W     - 1,342,421.51    593,991.99   sFT  0.99994561   -0 05 26.0
 AL8207;UTM  17      - 3,100,721.780   382,752.469   MT  0.99976967   -0 33 37.8
 AL8207
 AL8207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8207!SPC FL W     -   0.99999874  x   0.99994561  =   0.99994435
 AL8207!UTM  17      -   0.99999874  x   0.99976967  =   0.99976841
 AL8207
 AL8207:                Primary Azimuth Mark                     Grid Az
 AL8207:SPC FL W     -  10 92 B18                                079 50 40.5
 AL8207:UTM  17      -  10 92 B18                                080 18 52.3
 AL8207
 AL8207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8275200721(NAD 83)
 AL8207
 AL8207|---------------------------------------------------------------------|
 AL8207| PID    Reference Object                     Distance      Geod. Az  |
 AL8207|                                                           dddmmss.s |
 AL8207| AL8208 10 92 B18                           APPROX. 0.7 KM 0794514.5 |
 AL8207| AL8209 10 92 B19                           APPROX. 1.5 KM 0893906.6 |
 AL8207| AL8206 10 92 B16                           APPROX. 0.8 KM 2723926.3 |
 AL8207| AL8205 10 92 B15                           APPROX. 1.4 KM 2772657.9 |
 AL8207|---------------------------------------------------------------------|
 AL8207
 AL8207                          SUPERSEDED SURVEY CONTROL
 AL8207
 AL8207  NAD 83(2007)-  28 01 35.73748(N)    082 11 33.80485(W) AD(2002.00) 0
 AL8207  ELLIP H (02/10/07)    8.065  (m)                       GP(2002.00)    
 AL8207  NAD 83(1999)-  28 01 35.73743(N)    082 11 33.80533(W) AD(       ) 1
 AL8207  ELLIP H (06/19/01)    8.070  (m)                       GP(       ) 4 1
 AL8207  NAD 83(1990)-  28 01 35.73573(N)    082 11 33.80438(W) AD(       ) 1
 AL8207  ELLIP H (07/07/94)    8.088  (m)                       GP(       ) 4 1
 AL8207  NAD 83(1990)-  28 01 35.73589(N)    082 11 33.80460(W) AD(       ) 2
 AL8207
 AL8207.Superseded values are not recommended for survey control.
 AL8207
 AL8207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8207.See file dsdata.pdf to determine how the superseded data were derived.
 AL8207
 AL8207_MARKER: DD = SURVEY DISK
 AL8207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8207_STAMPING: 10-92-B17
 AL8207_MARK LOGO: FLDT
 AL8207_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8207+STABILITY: SURFACE MOTION
 AL8207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8207+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8207
 AL8207  HISTORY     - Date     Condition        Report By
 AL8207  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8207
 AL8207                          STATION DESCRIPTION
 AL8207
 AL8207'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8207'17.2 MI (27.7 KM) EAST OF TAMPA, 3.2 MI (5.1 KM) WEST OF PLANT CITY.
 AL8207'FROM THE INTERSECTION OF BRANCH FORBES ROAD AND INTERSTATE HIGHWAY 4
 AL8207'PROCEED WEST 1700 FT (518.2 M) ALONG INTERSTATE HIGHWAY 4 TO THE
 AL8207'STATION ON THE LEFT. THE STATION IS AT THE NORTH EDGE OF A CITRUS
 AL8207'GROVE, ALONG THE SOUTH R/W OF INTERSTATE 4. THE STATION IS LOCATED
 AL8207'99.1 FT (30.2 M) SOUTH OF THE EDGE OF PAVEMENT, 4.7 FT (1.4 M) SOUTH
 AL8207'OF A HOGWIRE FENCE, 11.9 FT (3.6 M) SOUTHEAST TO A WOOD FENCE POST,
 AL8207'5.1 FT (1.6 M) WEST OF A WOOD FENCE POST. THE STATION WAS SET 0.2 FT
 AL8207'(0.1 M) BELOW GROUND LEVEL.SECTION 22 TWP.28 S.RGE. 21 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8208 ***********************************************************************
 AL8208  DESIGNATION -  10 92 B18
 AL8208  PID         -  AL8208
 AL8208  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8208  COUNTRY     -  US
 AL8208  USGS QUAD   -  PLANT CITY WEST (2018)
 AL8208
 AL8208                         *CURRENT SURVEY CONTROL
 AL8208  ______________________________________________________________________
 AL8208* NAD 83(2011) POSITION- 28 01 39.99329(N) 082 11 07.26581(W)   ADJUSTED
 AL8208* NAD 83(2011) ELLIP HT-     4.831 (meters)        (06/27/12)   ADJUSTED
 AL8208* NAD 83(2011) EPOCH   -  2010.00
 AL8208* NAVD 88 ORTHO HEIGHT -    30.4   (meters)      100.    (feet) GPS OBS
 AL8208  ______________________________________________________________________
 AL8208  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8208  GEOID HEIGHT    -        -26.290 (meters)                     GEOID93
 AL8208  GEOID HEIGHT    -        -25.547 (meters)                     GEOID18
 AL8208  NAD 83(2011) X  -    766,086.442 (meters)                     COMP
 AL8208  NAD 83(2011) Y  - -5,581,953.497 (meters)                     COMP
 AL8208  NAD 83(2011) Z  -  2,979,225.014 (meters)                     COMP
 AL8208  LAPLACE CORR    -         -2.40  (seconds)                    DEFLEC18
 AL8208
 AL8208  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8208  Standards:
 AL8208         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8208            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8208  -------------------------------------------------------------------
 AL8208  NETWORK    0.63   1.00           0.28   0.23   0.51     -0.00897882
 AL8208  -------------------------------------------------------------------
 AL8208  Click here for local accuracies and other accuracy information.
 AL8208
 AL8208.The horizontal coordinates were established by GPS observations
 AL8208.and adjusted by the National Geodetic Survey in June 2012.
 AL8208
 AL8208.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8208.been affixed to the stable North American tectonic plate. See 
 AL8208.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8208
 AL8208.The horizontal coordinates are valid at the epoch date displayed above
 AL8208.which is a decimal equivalence of Year/Month/Day.
 AL8208
 AL8208.The orthometric height was determined by GPS observations and a
 AL8208.high-resolution geoid model.
 AL8208
 AL8208.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8208.GEOID18 height accuracy estimate available here.
 AL8208
 AL8208.Click photographs - Photos may exist for this station.
 AL8208
 AL8208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8208
 AL8208.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8208
 AL8208.The ellipsoidal height was determined by GPS observations
 AL8208.and is referenced to NAD 83.
 AL8208
 AL8208. The following values were computed from the NAD 83(2011) position.
 AL8208
 AL8208;                    North         East     Units Scale Factor Converg.
 AL8208;SPC FL W     -   409,300.775   181,774.200   MT  0.99994527   -0 05 13.5
 AL8208;SPC FL W     - 1,342,847.63    596,370.85   sFT  0.99994527   -0 05 13.5
 AL8208;UTM  17      - 3,100,845.687   383,478.461   MT  0.99976758   -0 33 25.4
 AL8208
 AL8208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8208!SPC FL W     -   0.99999924  x   0.99994527  =   0.99994451
 AL8208!UTM  17      -   0.99999924  x   0.99976758  =   0.99976682
 AL8208
 AL8208:                Primary Azimuth Mark                     Grid Az
 AL8208:SPC FL W     -  10 92 B17                                259 50 40.4
 AL8208:UTM  17      -  10 92 B17                                260 18 52.3
 AL8208
 AL8208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8347800845(NAD 83)
 AL8208
 AL8208|---------------------------------------------------------------------|
 AL8208| PID    Reference Object                     Distance      Geod. Az  |
 AL8208|                                                           dddmmss.s |
 AL8208| AL8207 10 92 B17                           APPROX. 0.7 KM 2594526.9 |
 AL8208| AL8206 10 92 B16                           APPROX. 1.5 KM 2663242.7 |
 AL8208|---------------------------------------------------------------------|
 AL8208
 AL8208                          SUPERSEDED SURVEY CONTROL
 AL8208
 AL8208  NAD 83(2007)-  28 01 39.99340(N)    082 11 07.26654(W) AD(2002.00) 0
 AL8208  ELLIP H (02/10/07)    4.848  (m)                       GP(2002.00)    
 AL8208  NAD 83(1999)-  28 01 39.99339(N)    082 11 07.26701(W) AD(       ) 1
 AL8208  ELLIP H (06/19/01)    4.855  (m)                       GP(       ) 4 1
 AL8208  NAD 83(1990)-  28 01 39.99169(N)    082 11 07.26613(W) AD(       ) 1
 AL8208  ELLIP H (07/07/94)    4.870  (m)                       GP(       ) 4 1
 AL8208  NAD 83(1990)-  28 01 39.99174(N)    082 11 07.26636(W) AD(       ) 2
 AL8208
 AL8208.Superseded values are not recommended for survey control.
 AL8208
 AL8208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8208.See file dsdata.pdf to determine how the superseded data were derived.
 AL8208
 AL8208_MARKER: DD = SURVEY DISK
 AL8208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8208_STAMPING: 10-92-B18
 AL8208_MARK LOGO: FLDT
 AL8208_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8208+STABILITY: SURFACE MOTION
 AL8208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8208+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8208
 AL8208  HISTORY     - Date     Condition        Report By
 AL8208  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8208
 AL8208                          STATION DESCRIPTION
 AL8208
 AL8208'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8208'17.6 MI (28.3 KM) EAST OF TAMPA AT THE NORTHEAST CORNER OF THE
 AL8208'INTERSECTION OF INTERSTATE HIGHWAY 4 AND BRANCH FORBES RD. STATION
 AL8208'LOCATED NORTH 38 FT (11.6 M) FROM THE EDGE OF PAVEMENT OF THE
 AL8208'WESTBOUND OFF-RAMP, SOUTH OF A WATERTOWER, 56.7 FT (17.3 M) EAST OF
 AL8208'THE SOUTH END OF A SHELL SIGN, SOUTHEAST 59.6 FT (18.2 M) OF THE
 AL8208'NORTH END OF SAID SHELL SIGN, 38.0 FT (11.6 M) NORTH OF A 5 FT.
 AL8208'BARBWIRE-HOGWIRE FENCE,STATIONS IF SET 0.2 FT (0.1 M) BELOW GROUND
 AL8208'LEVEL. SECTION 23 TWP.28 S.RGE.21 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8209 ***********************************************************************
 AL8209  DESIGNATION -  10 92 B19
 AL8209  PID         -  AL8209
 AL8209  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8209  COUNTRY     -  US
 AL8209  USGS QUAD   -  PLANT CITY WEST (2018)
 AL8209
 AL8209                         *CURRENT SURVEY CONTROL
 AL8209  ______________________________________________________________________
 AL8209* NAD 83(2011) POSITION- 28 01 36.03855(N) 082 10 37.35252(W)   ADJUSTED
 AL8209* NAD 83(2011) ELLIP HT-     7.138 (meters)        (06/27/12)   ADJUSTED
 AL8209* NAD 83(2011) EPOCH   -  2010.00
 AL8209* NAVD 88 ORTHO HEIGHT -    32.8   (meters)      108.    (feet) GPS OBS
 AL8209  ______________________________________________________________________
 AL8209  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8209  GEOID HEIGHT    -        -26.310 (meters)                     GEOID93
 AL8209  GEOID HEIGHT    -        -25.562 (meters)                     GEOID18
 AL8209  NAD 83(2011) X  -    766,904.013 (meters)                     COMP
 AL8209  NAD 83(2011) Y  - -5,581,901.027 (meters)                     COMP
 AL8209  NAD 83(2011) Z  -  2,979,118.635 (meters)                     COMP
 AL8209  LAPLACE CORR    -         -2.48  (seconds)                    DEFLEC18
 AL8209
 AL8209  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8209  Standards:
 AL8209         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8209            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8209  -------------------------------------------------------------------
 AL8209  NETWORK    0.67   1.00           0.30   0.24   0.51      0.08369056
 AL8209  -------------------------------------------------------------------
 AL8209  Click here for local accuracies and other accuracy information.
 AL8209
 AL8209.The horizontal coordinates were established by GPS observations
 AL8209.and adjusted by the National Geodetic Survey in June 2012.
 AL8209
 AL8209.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8209.been affixed to the stable North American tectonic plate. See 
 AL8209.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8209
 AL8209.The horizontal coordinates are valid at the epoch date displayed above
 AL8209.which is a decimal equivalence of Year/Month/Day.
 AL8209
 AL8209.The orthometric height was determined by GPS observations and a
 AL8209.high-resolution geoid model.
 AL8209
 AL8209.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8209.GEOID18 height accuracy estimate available here.
 AL8209
 AL8209.Click photographs - Photos may exist for this station.
 AL8209
 AL8209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8209
 AL8209.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8209
 AL8209.The ellipsoidal height was determined by GPS observations
 AL8209.and is referenced to NAD 83.
 AL8209
 AL8209. The following values were computed from the NAD 83(2011) position.
 AL8209
 AL8209;                    North         East     Units Scale Factor Converg.
 AL8209;SPC FL W     -   409,177.828   182,591.081   MT  0.99994492   -0 04 59.5
 AL8209;SPC FL W     - 1,342,444.26    599,050.90   sFT  0.99994492   -0 04 59.5
 AL8209;UTM  17      - 3,100,716.066   384,294.161   MT  0.99976524   -0 33 11.3
 AL8209
 AL8209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8209!SPC FL W     -   0.99999888  x   0.99994492  =   0.99994380
 AL8209!UTM  17      -   0.99999888  x   0.99976524  =   0.99976412
 AL8209
 AL8209:                Primary Azimuth Mark                     Grid Az
 AL8209:SPC FL W     -  10 92 B17                                269 44 32.6
 AL8209:UTM  17      -  10 92 B17                                270 12 44.4
 AL8209
 AL8209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8429400716(NAD 83)
 AL8209
 AL8209|---------------------------------------------------------------------|
 AL8209| PID    Reference Object                     Distance      Geod. Az  |
 AL8209|                                                           dddmmss.s |
 AL8209| AL8207 10 92 B17                           APPROX. 1.5 KM 2693933.1 |
 AL8209| AL8208 10 92 B18                           APPROX. 0.8 KM 2782833.8 |
 AL8209|---------------------------------------------------------------------|
 AL8209
 AL8209                          SUPERSEDED SURVEY CONTROL
 AL8209
 AL8209  NAD 83(2007)-  28 01 36.03866(N)    082 10 37.35325(W) AD(2002.00) 0
 AL8209  ELLIP H (02/10/07)    7.154  (m)                       GP(2002.00)    
 AL8209  NAD 83(1999)-  28 01 36.03863(N)    082 10 37.35373(W) AD(       ) 1
 AL8209  ELLIP H (06/19/01)    7.160  (m)                       GP(       ) 4 1
 AL8209  NAD 83(1990)-  28 01 36.03693(N)    082 10 37.35285(W) AD(       ) 1
 AL8209  ELLIP H (07/07/94)    7.174  (m)                       GP(       ) 4 1
 AL8209  NAD 83(1990)-  28 01 36.03703(N)    082 10 37.35306(W) AD(       ) 2
 AL8209
 AL8209.Superseded values are not recommended for survey control.
 AL8209
 AL8209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8209.See file dsdata.pdf to determine how the superseded data were derived.
 AL8209
 AL8209_MARKER: DD = SURVEY DISK
 AL8209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8209_STAMPING: 10-92-B19
 AL8209_MARK LOGO: FLDT
 AL8209_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8209+STABILITY: SURFACE MOTION
 AL8209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8209+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8209
 AL8209  HISTORY     - Date     Condition        Report By
 AL8209  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8209
 AL8209                          STATION DESCRIPTION
 AL8209
 AL8209'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8209'18.1 MI (29.1 KM) EAST OF TAMPA, FROM THE INTERSECTION OF INTERSTATE
 AL8209'HIGHWAY 4 AND BRANCH FORBES ROAD PROCEED EAST 0.6 MI (1.0 KM) TO MILE
 AL8209'MARKER 18.1. STATION IS ON THE SOUTH-SIDE OF THE EASTBOUND LANES,
 AL8209'NORTH OF A 1-STORY MASONARY BUILDING (FRANKLINS FOR QUALITY CARPET
 AL8209'SALES AND SERVICE), 83.0 FT. SOUTH OF THE SOUTH EDGE OF PAVEMENT,
 AL8209'36.0 FT (11.0 M) SOUTH OF A 4 FT. HOGWIRE FENCE. STATION IS SET 0.2
 AL8209'FT (0.1 M) BELOW GROUND LEVEL. SECTION 23 TWP.28 S. RGE.21 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8210 ***********************************************************************
 AL8210  DESIGNATION -  10 92 B20
 AL8210  PID         -  AL8210
 AL8210  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8210  COUNTRY     -  US
 AL8210  USGS QUAD   -  PLANT CITY WEST (2018)
 AL8210
 AL8210                         *CURRENT SURVEY CONTROL
 AL8210  ______________________________________________________________________
 AL8210* NAD 83(2011) POSITION- 28 01 40.61269(N) 082 10 13.75658(W)   ADJUSTED
 AL8210* NAD 83(2011) ELLIP HT-     7.006 (meters)        (06/27/12)   ADJUSTED
 AL8210* NAD 83(2011) EPOCH   -  2010.00
 AL8210* NAVD 88 ORTHO HEIGHT -    32.7   (meters)      107.    (feet) GPS OBS
 AL8210  ______________________________________________________________________
 AL8210  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8210  GEOID HEIGHT    -        -26.330 (meters)                     GEOID93
 AL8210  GEOID HEIGHT    -        -25.581 (meters)                     GEOID18
 AL8210  NAD 83(2011) X  -    767,533.528 (meters)                     COMP
 AL8210  NAD 83(2011) Y  - -5,581,747.597 (meters)                     COMP
 AL8210  NAD 83(2011) Z  -  2,979,242.867 (meters)                     COMP
 AL8210  LAPLACE CORR    -         -2.55  (seconds)                    DEFLEC18
 AL8210
 AL8210  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8210  Standards:
 AL8210         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8210            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8210  -------------------------------------------------------------------
 AL8210  NETWORK    0.65   1.06           0.29   0.24   0.54      0.03294992
 AL8210  -------------------------------------------------------------------
 AL8210  Click here for local accuracies and other accuracy information.
 AL8210
 AL8210.The horizontal coordinates were established by GPS observations
 AL8210.and adjusted by the National Geodetic Survey in June 2012.
 AL8210
 AL8210.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8210.been affixed to the stable North American tectonic plate. See 
 AL8210.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8210
 AL8210.The horizontal coordinates are valid at the epoch date displayed above
 AL8210.which is a decimal equivalence of Year/Month/Day.
 AL8210
 AL8210.The orthometric height was determined by GPS observations and a
 AL8210.high-resolution geoid model.
 AL8210
 AL8210.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8210.GEOID18 height accuracy estimate available here.
 AL8210
 AL8210.Click photographs - Photos may exist for this station.
 AL8210
 AL8210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8210
 AL8210.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8210
 AL8210.The ellipsoidal height was determined by GPS observations
 AL8210.and is referenced to NAD 83.
 AL8210
 AL8210. The following values were computed from the NAD 83(2011) position.
 AL8210
 AL8210;                    North         East     Units Scale Factor Converg.
 AL8210;SPC FL W     -   409,317.709   183,235.789   MT  0.99994464   -0 04 48.4
 AL8210;SPC FL W     - 1,342,903.18    601,166.08   sFT  0.99994464   -0 04 48.4
 AL8210;UTM  17      - 3,100,850.630   384,939.877   MT  0.99976340   -0 33 00.3
 AL8210
 AL8210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8210!SPC FL W     -   0.99999890  x   0.99994464  =   0.99994354
 AL8210!UTM  17      -   0.99999890  x   0.99976340  =   0.99976230
 AL8210
 AL8210:                Primary Azimuth Mark                     Grid Az
 AL8210:SPC FL W     -  10 92 B21                                092 45 57.0
 AL8210:UTM  17      -  10 92 B21                                093 14 08.9
 AL8210
 AL8210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8493900850(NAD 83)
 AL8210
 AL8210|---------------------------------------------------------------------|
 AL8210| PID    Reference Object                     Distance      Geod. Az  |
 AL8210|                                                           dddmmss.s |
 AL8210| AL8211 10 92 B21                           APPROX. 0.9 KM 0924108.6 |
 AL8210| AL8209 10 92 B19                           APPROX. 0.7 KM 2574041.8 |
 AL8210| AL8208 10 92 B18                           APPROX. 1.5 KM 2691522.0 |
 AL8210|---------------------------------------------------------------------|
 AL8210
 AL8210                          SUPERSEDED SURVEY CONTROL
 AL8210
 AL8210  NAD 83(2007)-  28 01 40.61280(N)    082 10 13.75731(W) AD(2002.00) 0
 AL8210  ELLIP H (02/10/07)    7.023  (m)                       GP(2002.00)    
 AL8210  NAD 83(1999)-  28 01 40.61278(N)    082 10 13.75778(W) AD(       ) 1
 AL8210  ELLIP H (06/19/01)    7.029  (m)                       GP(       ) 4 1
 AL8210  NAD 83(1990)-  28 01 40.61108(N)    082 10 13.75691(W) AD(       ) 1
 AL8210  ELLIP H (07/07/94)    7.044  (m)                       GP(       ) 4 1
 AL8210  NAD 83(1990)-  28 01 40.61116(N)    082 10 13.75713(W) AD(       ) 2
 AL8210
 AL8210.Superseded values are not recommended for survey control.
 AL8210
 AL8210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8210.See file dsdata.pdf to determine how the superseded data were derived.
 AL8210
 AL8210_MARKER: DD = SURVEY DISK
 AL8210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8210_STAMPING: 10-92-B20
 AL8210_MARK LOGO: FLDT
 AL8210_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8210+STABILITY: SURFACE MOTION
 AL8210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8210+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8210
 AL8210  HISTORY     - Date     Condition        Report By
 AL8210  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8210  HISTORY     - 20060523 MARK NOT FOUND   INDIV
 AL8210
 AL8210                          STATION DESCRIPTION
 AL8210
 AL8210'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8210'18.5 MI (29.8 KM) EAST OF TAMPA, PROCEED FROM THE INTERSECTION OF
 AL8210'THONOTOSASSA ROAD (STATE ROAD 566) AND INTERSTATE HIGHWAY 4 EXIT
 AL8210'NO.11 NORTH  0.4 MI (0.6 KM) ALONG THONOTOSASSA ROAD TO THE
 AL8210'INTERSECTION OF WHITEHURST ROAD, SOUTH 0.1 MI (0.2 KM) ON WHITEHURST
 AL8210'ROAD TO JOE SANCHEZ ROAD, WEST ON JOE SANCHEZ ROAD 0.75 MI (1.21 KM)
 AL8210'TO STATION ON THE LEFT (SOUTH), 313.9 FT (95.7 M) SOUTH OF THE SOUTH
 AL8210'EDGE OF PAVEMENT OF JOE SANCHEZ ROAD,179.2 FT NORTH OF A 5 FT.
 AL8210'HOGWIRE-BARBWIRE FENCE ALONG THE WESTBOUND LANES OF I-4, 107.75 FT
 AL8210'(32.84 M) SOUTHWEST OF THE SOUTHWEST EDGE OF AN UTILITY BUILDING
 AL8210'BEHIND A 1-STORY WOOD RESIDENCE NO. 3805 JOE SANCHEZ ROAD, 112.74 FT
 AL8210'(34.36 M) SOUTHEAST OF A PK.NAIL AND TAB IN THE SOUTHEAST SIDE OF A
 AL8210'9IN PINE TREE LOCATED SOUTHEAST OF A 1STORY CONCRETE BLOCK RESIDENCE
 AL8210'NO. 3901 JOE SANCHEZ ROAD. THE STATION IS SET 0.2 FT (0.1 M) BELOW
 AL8210'GROUND LEVEL. SECTION 23 TWP.28 S. RGE.21 E.
 AL8210
 AL8210                          STATION RECOVERY (2006)
 AL8210
 AL8210'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SMB)
 AL8210'NEW CONSTRUCTION ON I-4 MAY HAVE DESTROYED STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8211 ***********************************************************************
 AL8211  DESIGNATION -  10 92 B21
 AL8211  PID         -  AL8211
 AL8211  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8211  COUNTRY     -  US
 AL8211  USGS QUAD   -  PLANT CITY WEST (2018)
 AL8211
 AL8211                         *CURRENT SURVEY CONTROL
 AL8211  ______________________________________________________________________
 AL8211* NAD 83(2011) POSITION- 28 01 39.19127(N) 082 09 39.63675(W)   ADJUSTED
 AL8211* NAD 83(2011) ELLIP HT-     9.567 (meters)        (06/27/12)   ADJUSTED
 AL8211* NAD 83(2011) EPOCH   -  2010.00
 AL8211* NAVD 88 ORTHO HEIGHT -    35.2   (meters)      115.    (feet) GPS OBS
 AL8211  ______________________________________________________________________
 AL8211  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8211  GEOID HEIGHT    -        -26.350 (meters)                     GEOID93
 AL8211  GEOID HEIGHT    -        -25.601 (meters)                     GEOID18
 AL8211  NAD 83(2011) X  -    768,459.950 (meters)                     COMP
 AL8211  NAD 83(2011) Y  - -5,581,643.165 (meters)                     COMP
 AL8211  NAD 83(2011) Z  -  2,979,205.446 (meters)                     COMP
 AL8211  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 AL8211
 AL8211  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8211  Standards:
 AL8211         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8211            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8211  -------------------------------------------------------------------
 AL8211  NETWORK    0.69   1.12           0.30   0.26   0.57      0.14435407
 AL8211  -------------------------------------------------------------------
 AL8211  Click here for local accuracies and other accuracy information.
 AL8211
 AL8211.The horizontal coordinates were established by GPS observations
 AL8211.and adjusted by the National Geodetic Survey in June 2012.
 AL8211
 AL8211.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8211.been affixed to the stable North American tectonic plate. See 
 AL8211.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8211
 AL8211.The horizontal coordinates are valid at the epoch date displayed above
 AL8211.which is a decimal equivalence of Year/Month/Day.
 AL8211
 AL8211.The orthometric height was determined by GPS observations and a
 AL8211.high-resolution geoid model.
 AL8211
 AL8211.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8211.GEOID18 height accuracy estimate available here.
 AL8211
 AL8211.Click photographs - Photos may exist for this station.
 AL8211
 AL8211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8211
 AL8211.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8211
 AL8211.The ellipsoidal height was determined by GPS observations
 AL8211.and is referenced to NAD 83.
 AL8211
 AL8211. The following values were computed from the NAD 83(2011) position.
 AL8211
 AL8211;                    North         East     Units Scale Factor Converg.
 AL8211;SPC FL W     -   409,272.688   184,167.685   MT  0.99994427   -0 04 32.4
 AL8211;SPC FL W     - 1,342,755.48    604,223.48   sFT  0.99994427   -0 04 32.4
 AL8211;UTM  17      - 3,100,797.977   385,871.203   MT  0.99976076   -0 32 44.2
 AL8211
 AL8211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8211!SPC FL W     -   0.99999850  x   0.99994427  =   0.99994277
 AL8211!UTM  17      -   0.99999850  x   0.99976076  =   0.99975926
 AL8211
 AL8211:                Primary Azimuth Mark                     Grid Az
 AL8211:SPC FL W     -  10 92 B22                                099 52 51.7
 AL8211:UTM  17      -  10 92 B22                                100 21 03.5
 AL8211
 AL8211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8587100797(NAD 83)
 AL8211
 AL8211|---------------------------------------------------------------------|
 AL8211| PID    Reference Object                     Distance      Geod. Az  |
 AL8211|                                                           dddmmss.s |
 AL8211| AL8212 10 92 B22                           APPROX. 0.9 KM 0994819.3 |
 AL8211| AL8209 10 92 B19                           APPROX. 1.6 KM 2662852.1 |
 AL8211|---------------------------------------------------------------------|
 AL8211
 AL8211                          SUPERSEDED SURVEY CONTROL
 AL8211
 AL8211  NAD 83(2007)-  28 01 39.19138(N)    082 09 39.63748(W) AD(2002.00) 0
 AL8211  ELLIP H (02/10/07)    9.584  (m)                       GP(2002.00)    
 AL8211  NAD 83(1999)-  28 01 39.19131(N)    082 09 39.63795(W) AD(       ) 1
 AL8211  ELLIP H (06/19/01)    9.589  (m)                       GP(       ) 4 1
 AL8211  NAD 83(1990)-  28 01 39.18962(N)    082 09 39.63704(W) AD(       ) 1
 AL8211  ELLIP H (07/07/94)    9.604  (m)                       GP(       ) 4 1
 AL8211  NAD 83(1990)-  28 01 39.18983(N)    082 09 39.63718(W) AD(       ) 2
 AL8211
 AL8211.Superseded values are not recommended for survey control.
 AL8211
 AL8211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8211.See file dsdata.pdf to determine how the superseded data were derived.
 AL8211
 AL8211_MARKER: DD = SURVEY DISK
 AL8211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8211_STAMPING: 10-92-B21
 AL8211_MARK LOGO: FLDT
 AL8211_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8211+STABILITY: SURFACE MOTION
 AL8211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8211+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8211
 AL8211  HISTORY     - Date     Condition        Report By
 AL8211  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8211  HISTORY     - 20060523 MARK NOT FOUND   INDIV
 AL8211
 AL8211                          STATION DESCRIPTION
 AL8211
 AL8211'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8211'19.2 MI (30.9 KM) EAST OF TAMPA, PROCEED FROM THE INTERSECTION OF
 AL8211'INTERSTATE HIGHWAY 4 AND THONOTOSASSA ROAD (STATE ROUTE 566), 0.4 MI
 AL8211'(0.6 KM) NORTH ALONG THONOTOSASSA ROAD TO THE INTERSECTION OF
 AL8211'WHITEHURST ROAD, THEN SOUTH 0.1 MI (0.2 KM) ALONG WHITEHURST ROAD TO
 AL8211'JOE SANCHEZ ROAD, WEST 0.25 MI (0.40 KM) ALONG JOE SANCHEZ ROAD TO
 AL8211'THE STATION ON THE LEFT (SOUTH), LOCATED 495 FT (150.9 M) SOUTH OF
 AL8211'THE CENTERLINE OF JOE SNACHEZ ROAD, 84.3 FT (25.7 M) EAST OF THE
 AL8211'NORTHERN MOST POLE SUPPORTING A BILLBOARD, WEST OF THE POOL AREA OF A
 AL8211'1-STORY BRICK RESIDENCE NO. 3607 JOE SANCHEZ ROAD, 58.4 FT (17.8 M)
 AL8211'NORTH OF A 4 FT. HOGWIRE FENCE (PARALLEL WITH THE WESTBOUND LANE OF
 AL8211'I-4), 125.2 FT (38.2 M) NORTH OF THE EDGE OF PAVEMENT FOR INTERSTATE
 AL8211'HIGHWAY 4. STATION IS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION
 AL8211'24 TWP.28 S. RGE.21 E.
 AL8211
 AL8211                          STATION RECOVERY (2006)
 AL8211
 AL8211'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (SMB)
 AL8211'NEW CONSTRUCTION ON I-4 MAY HAVE DESTROYED STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8212 ***********************************************************************
 AL8212  DESIGNATION -  10 92 B22
 AL8212  PID         -  AL8212
 AL8212  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8212  COUNTRY     -  US
 AL8212  USGS QUAD   -  PLANT CITY WEST (2018)
 AL8212
 AL8212                         *CURRENT SURVEY CONTROL
 AL8212  ______________________________________________________________________
 AL8212* NAD 83(2011) POSITION- 28 01 34.07169(N) 082 09 06.26151(W)   ADJUSTED
 AL8212* NAD 83(2011) ELLIP HT-     8.366 (meters)        (06/27/12)   ADJUSTED
 AL8212* NAD 83(2011) EPOCH   -  2010.00
 AL8212* NAVD 88 ORTHO HEIGHT -    34.1   (meters)      112.    (feet) GPS OBS
 AL8212  ______________________________________________________________________
 AL8212  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8212  GEOID HEIGHT    -        -26.370 (meters)                     GEOID93
 AL8212  GEOID HEIGHT    -        -25.619 (meters)                     GEOID18
 AL8212  NAD 83(2011) X  -    769,373.060 (meters)                     COMP
 AL8212  NAD 83(2011) Y  - -5,581,591.058 (meters)                     COMP
 AL8212  NAD 83(2011) Z  -  2,979,065.765 (meters)                     COMP
 AL8212  LAPLACE CORR    -         -2.67  (seconds)                    DEFLEC18
 AL8212
 AL8212  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8212  Standards:
 AL8212         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8212            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8212  -------------------------------------------------------------------
 AL8212  NETWORK    0.70   1.02           0.32   0.24   0.52      0.19100306
 AL8212  -------------------------------------------------------------------
 AL8212  Click here for local accuracies and other accuracy information.
 AL8212
 AL8212.The horizontal coordinates were established by GPS observations
 AL8212.and adjusted by the National Geodetic Survey in June 2012.
 AL8212
 AL8212.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8212.been affixed to the stable North American tectonic plate. See 
 AL8212.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8212
 AL8212.The horizontal coordinates are valid at the epoch date displayed above
 AL8212.which is a decimal equivalence of Year/Month/Day.
 AL8212
 AL8212.The orthometric height was determined by GPS observations and a
 AL8212.high-resolution geoid model.
 AL8212
 AL8212.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8212.GEOID18 height accuracy estimate available here.
 AL8212
 AL8212.Click photographs - Photos may exist for this station.
 AL8212
 AL8212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8212
 AL8212.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8212
 AL8212.The ellipsoidal height was determined by GPS observations
 AL8212.and is referenced to NAD 83.
 AL8212
 AL8212. The following values were computed from the NAD 83(2011) position.
 AL8212
 AL8212;                    North         East     Units Scale Factor Converg.
 AL8212;SPC FL W     -   409,113.931   185,079.108   MT  0.99994392   -0 04 16.7
 AL8212;SPC FL W     - 1,342,234.62    607,213.71   sFT  0.99994392   -0 04 16.7
 AL8212;UTM  17      - 3,100,631.780   386,781.125   MT  0.99975821   -0 32 28.4
 AL8212
 AL8212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8212!SPC FL W     -   0.99999869  x   0.99994392  =   0.99994261
 AL8212!UTM  17      -   0.99999869  x   0.99975821  =   0.99975690
 AL8212
 AL8212:                Primary Azimuth Mark                     Grid Az
 AL8212:SPC FL W     -  10 92 B23                                072 35 34.8
 AL8212:UTM  17      -  10 92 B23                                073 03 46.5
 AL8212
 AL8212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8678100631(NAD 83)
 AL8212
 AL8212|---------------------------------------------------------------------|
 AL8212| PID    Reference Object                     Distance      Geod. Az  |
 AL8212|                                                           dddmmss.s |
 AL8212| AL8213 10 92 B23                           APPROX. 0.9 KM 0723118.1 |
 AL8212|---------------------------------------------------------------------|
 AL8212
 AL8212                          SUPERSEDED SURVEY CONTROL
 AL8212
 AL8212  NAD 83(2007)-  28 01 34.07181(N)    082 09 06.26225(W) AD(2002.00) 0
 AL8212  ELLIP H (02/10/07)    8.383  (m)                       GP(2002.00)    
 AL8212  NAD 83(1999)-  28 01 34.07177(N)    082 09 06.26272(W) AD(       ) 1
 AL8212  ELLIP H (06/19/01)    8.389  (m)                       GP(       ) 4 1
 AL8212  NAD 83(1990)-  28 01 34.07017(N)    082 09 06.26187(W) AD(       ) 1
 AL8212  ELLIP H (07/07/94)    8.393  (m)                       GP(       ) 4 1
 AL8212  NAD 83(1990)-  28 01 34.07027(N)    082 09 06.26205(W) AD(       ) 2
 AL8212
 AL8212.Superseded values are not recommended for survey control.
 AL8212
 AL8212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8212.See file dsdata.pdf to determine how the superseded data were derived.
 AL8212
 AL8212_MARKER: DD = SURVEY DISK
 AL8212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8212_STAMPING: 10-92-B22
 AL8212_MARK LOGO: FLDT
 AL8212_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8212+STABILITY: SURFACE MOTION
 AL8212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8212+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8212
 AL8212  HISTORY     - Date     Condition        Report By
 AL8212  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8212
 AL8212                          STATION DESCRIPTION
 AL8212
 AL8212'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8212'19.7 MI (31.7 KM) EAST OF TAMPA AT THE SOUTHWEST CORNER OF THE
 AL8212'INTERSECTION OF THONOTOSASSA ROAD (STATE ROUTE 566) AND INTERSTATE
 AL8212'HIGHWAY 4 EXIT NO. 11, 147.0 FT (44.8 M) EAST OF THE NORTHERN MOST
 AL8212'POLE SUPPORTING A BILLBOARD, 45.4 FT (13.8 M) SOUTHWEST OF A CONCRETE
 AL8212'LIGHT-POLE, 53.4 FT (16.3 M) SOUTHWEST OF THE EDGE OF PAVEMENT OF
 AL8212'THONOTOSASSA ROAD, 11.7 FT (3.6 M) SOUTHWEST OF A 4 FT. HOGWIRE
 AL8212'FENCE, 24.3 FT (7.4 M) WEST OF A TREE, 168.1 FT (51.2 M) NORTHWEST OF
 AL8212'A POWER POLE. STATION IS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL.
 AL8212'SECTION 19 TWP.28 S. RGE.22 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8213 ***********************************************************************
 AL8213  DESIGNATION -  10 92 B23
 AL8213  PID         -  AL8213
 AL8213  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8213  COUNTRY     -  US
 AL8213  USGS QUAD   -  PLANT CITY WEST (2018)
 AL8213
 AL8213                         *CURRENT SURVEY CONTROL
 AL8213  ______________________________________________________________________
 AL8213* NAD 83(2011) POSITION- 28 01 42.57711(N) 082 08 35.81760(W)   ADJUSTED
 AL8213* NAD 83(2011) ELLIP HT-     7.614 (meters)        (06/27/12)   ADJUSTED
 AL8213* NAD 83(2011) EPOCH   -  2010.00
 AL8213* NAVD 88 ORTHO HEIGHT -    33.3   (meters)      109.    (feet) GPS OBS
 AL8213  ______________________________________________________________________
 AL8213  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8213  GEOID HEIGHT    -        -26.390 (meters)                     GEOID93
 AL8213  GEOID HEIGHT    -        -25.647 (meters)                     GEOID18
 AL8213  NAD 83(2011) X  -    770,179.965 (meters)                     COMP
 AL8213  NAD 83(2011) Y  - -5,581,354.909 (meters)                     COMP
 AL8213  NAD 83(2011) Z  -  2,979,296.531 (meters)                     COMP
 AL8213  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 AL8213
 AL8213  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8213  Standards:
 AL8213         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8213            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8213  -------------------------------------------------------------------
 AL8213  NETWORK    0.76   1.10           0.35   0.25   0.56      0.13568020
 AL8213  -------------------------------------------------------------------
 AL8213  Click here for local accuracies and other accuracy information.
 AL8213
 AL8213.The horizontal coordinates were established by GPS observations
 AL8213.and adjusted by the National Geodetic Survey in June 2012.
 AL8213
 AL8213.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8213.been affixed to the stable North American tectonic plate. See 
 AL8213.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8213
 AL8213.The horizontal coordinates are valid at the epoch date displayed above
 AL8213.which is a decimal equivalence of Year/Month/Day.
 AL8213
 AL8213.The orthometric height was determined by GPS observations and a
 AL8213.high-resolution geoid model.
 AL8213
 AL8213.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8213.GEOID18 height accuracy estimate available here.
 AL8213
 AL8213.Click photographs - Photos may exist for this station.
 AL8213
 AL8213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8213
 AL8213.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8213
 AL8213.The ellipsoidal height was determined by GPS observations
 AL8213.and is referenced to NAD 83.
 AL8213
 AL8213. The following values were computed from the NAD 83(2011) position.
 AL8213
 AL8213;                    North         East     Units Scale Factor Converg.
 AL8213;SPC FL W     -   409,374.735   185,910.979   MT  0.99994363   -0 04 02.4
 AL8213;SPC FL W     - 1,343,090.28    609,942.94   sFT  0.99994363   -0 04 02.4
 AL8213;UTM  17      - 3,100,885.705   387,614.951   MT  0.99975589   -0 32 14.3
 AL8213
 AL8213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8213!SPC FL W     -   0.99999880  x   0.99994363  =   0.99994243
 AL8213!UTM  17      -   0.99999880  x   0.99975589  =   0.99975469
 AL8213
 AL8213:                Primary Azimuth Mark                     Grid Az
 AL8213:SPC FL W     -  10 92 B24                                060 03 02.7
 AL8213:UTM  17      -  10 92 B24                                060 31 14.6
 AL8213
 AL8213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8761400885(NAD 83)
 AL8213
 AL8213|---------------------------------------------------------------------|
 AL8213| PID    Reference Object                     Distance      Geod. Az  |
 AL8213|                                                           dddmmss.s |
 AL8213| AL8214 10 92 B24                           APPROX. 0.6 KM 0595900.3 |
 AL8213| AL8215 10 92 B25                           APPROX. 1.4 KM 0675400.5 |
 AL8213|---------------------------------------------------------------------|
 AL8213
 AL8213                          SUPERSEDED SURVEY CONTROL
 AL8213
 AL8213  NAD 83(2007)-  28 01 42.57723(N)    082 08 35.81836(W) AD(2002.00) 0
 AL8213  ELLIP H (02/10/07)    7.631  (m)                       GP(2002.00)    
 AL8213  NAD 83(1999)-  28 01 42.57714(N)    082 08 35.81886(W) AD(       ) 1
 AL8213  ELLIP H (06/19/01)    7.639  (m)                       GP(       ) 4 1
 AL8213  NAD 83(1990)-  28 01 42.57549(N)    082 08 35.81801(W) AD(       ) 1
 AL8213  ELLIP H (07/07/94)    7.649  (m)                       GP(       ) 4 1
 AL8213  NAD 83(1990)-  28 01 42.57567(N)    082 08 35.81813(W) AD(       ) 2
 AL8213
 AL8213.Superseded values are not recommended for survey control.
 AL8213
 AL8213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8213.See file dsdata.pdf to determine how the superseded data were derived.
 AL8213
 AL8213_MARKER: DD = SURVEY DISK
 AL8213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8213_STAMPING: 10-92-B23
 AL8213_MARK LOGO: FLDT
 AL8213_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8213+STABILITY: SURFACE MOTION
 AL8213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8213+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8213
 AL8213  HISTORY     - Date     Condition        Report By
 AL8213  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8213
 AL8213                          STATION DESCRIPTION
 AL8213
 AL8213'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8213'20.4 MI (32.8 KM) EAST OF TAMPA ON THE SOUTH SIDE OF INTERSTATE
 AL8213'HIGHWAY 4, PROCEED EAST 0.6 MI (1.0 KM) FROM THE INTERSECTION OF
 AL8213'INTERSTATE HIGHWAY 4 AND THONOTOSASSA ROAD (STATE ROUTE 566) ALONG
 AL8213'I-4, STATION IS ON THE SOUTH AT THE NORTHWEST CORNER OF AN OPEN
 AL8213'FIELD, 82.4 FT (25.1 M) SOUTH OF THE ASPHALT SHOULDER ALONG THE
 AL8213'SOUTHSIDE OF THE I-4 EASTBOUND LANE, WEST OF A MPH SIGN, 34.2 FT
 AL8213'(10.4 M) SOUTHEAST OF A PK. NAIL AND TAB IN A WOOD FENCE POST 35.0 FT
 AL8213'(10.7 M) SOUTHWEST OF A PK.NAIL AND TAB IN A WOOD FENCE POST (5 FT.
 AL8213'HOGWIRE-BARBWIRE FENCE), 121.3 FT (37.0 M) EAST OF THE WEST TREELINE
 AL8213'AT HE FENCE. STATION IS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL.
 AL8213'SECTION 19 TWP.28 S. RGE.22 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8214 ***********************************************************************
 AL8214  DESIGNATION -  10 92 B24
 AL8214  PID         -  AL8214
 AL8214  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8214  COUNTRY     -  US
 AL8214  USGS QUAD   -  PLANT CITY WEST (2018)
 AL8214
 AL8214                         *CURRENT SURVEY CONTROL
 AL8214  ______________________________________________________________________
 AL8214* NAD 83(2011) POSITION- 28 01 52.29305(N) 082 08 16.86417(W)   ADJUSTED
 AL8214* NAD 83(2011) ELLIP HT-     7.244 (meters)        (06/27/12)   ADJUSTED
 AL8214* NAD 83(2011) EPOCH   -  2010.00
 AL8214* NAVD 88 ORTHO HEIGHT -    33.0   (meters)      108.    (feet) GPS OBS
 AL8214  ______________________________________________________________________
 AL8214  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8214  GEOID HEIGHT    -        -26.410 (meters)                     GEOID93
 AL8214  GEOID HEIGHT    -        -25.669 (meters)                     GEOID18
 AL8214  NAD 83(2011) X  -    770,673.555 (meters)                     COMP
 AL8214  NAD 83(2011) Y  - -5,581,144.560 (meters)                     COMP
 AL8214  NAD 83(2011) Z  -  2,979,560.364 (meters)                     COMP
 AL8214  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 AL8214
 AL8214  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8214  Standards:
 AL8214         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8214            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8214  -------------------------------------------------------------------
 AL8214  NETWORK    1.46   1.63           0.69   0.41   0.83      0.40090148
 AL8214  -------------------------------------------------------------------
 AL8214  Click here for local accuracies and other accuracy information.
 AL8214
 AL8214.The horizontal coordinates were established by GPS observations
 AL8214.and adjusted by the National Geodetic Survey in June 2012.
 AL8214
 AL8214.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8214.been affixed to the stable North American tectonic plate. See 
 AL8214.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8214
 AL8214.The horizontal coordinates are valid at the epoch date displayed above
 AL8214.which is a decimal equivalence of Year/Month/Day.
 AL8214
 AL8214.The orthometric height was determined by GPS observations and a
 AL8214.high-resolution geoid model.
 AL8214
 AL8214.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8214.GEOID18 height accuracy estimate available here.
 AL8214
 AL8214.Click photographs - Photos may exist for this station.
 AL8214
 AL8214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8214
 AL8214.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8214
 AL8214.The ellipsoidal height was determined by GPS observations
 AL8214.and is referenced to NAD 83.
 AL8214
 AL8214. The following values were computed from the NAD 83(2011) position.
 AL8214
 AL8214;                    North         East     Units Scale Factor Converg.
 AL8214;SPC FL W     -   409,673.209   186,429.011   MT  0.99994345   -0 03 53.5
 AL8214;SPC FL W     - 1,344,069.52    611,642.51   sFT  0.99994345   -0 03 53.5
 AL8214;UTM  17      - 3,101,179.865   388,135.316   MT  0.99975445   -0 32 05.5
 AL8214
 AL8214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8214!SPC FL W     -   0.99999886  x   0.99994345  =   0.99994231
 AL8214!UTM  17      -   0.99999886  x   0.99975445  =   0.99975331
 AL8214
 AL8214:                Primary Azimuth Mark                     Grid Az
 AL8214:SPC FL W     -  10 92 B26                                039 52 17.8
 AL8214:UTM  17      -  10 92 B26                                040 20 29.8
 AL8214
 AL8214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8813501179(NAD 83)
 AL8214
 AL8214|---------------------------------------------------------------------|
 AL8214| PID    Reference Object                     Distance      Geod. Az  |
 AL8214|                                                           dddmmss.s |
 AL8214| AL8216 10 92 B26                           APPROX. 1.2 KM 0394824.3 |
 AL8214| AL8215 10 92 B25                           APPROX. 0.8 KM 0733103.6 |
 AL8214|---------------------------------------------------------------------|
 AL8214
 AL8214                          SUPERSEDED SURVEY CONTROL
 AL8214
 AL8214  NAD 83(2007)-  28 01 52.29317(N)    082 08 16.86494(W) AD(2002.00) 0
 AL8214  ELLIP H (02/10/07)    7.261  (m)                       GP(2002.00)    
 AL8214  NAD 83(1999)-  28 01 52.29305(N)    082 08 16.86545(W) AD(       ) 1
 AL8214  ELLIP H (06/19/01)    7.269  (m)                       GP(       ) 4 1
 AL8214  NAD 83(1990)-  28 01 52.29141(N)    082 08 16.86461(W) AD(       ) 1
 AL8214  ELLIP H (07/07/94)    7.278  (m)                       GP(       ) 4 1
 AL8214  NAD 83(1990)-  28 01 52.29166(N)    082 08 16.86468(W) AD(       ) 2
 AL8214
 AL8214.Superseded values are not recommended for survey control.
 AL8214
 AL8214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8214.See file dsdata.pdf to determine how the superseded data were derived.
 AL8214
 AL8214_MARKER: DD = SURVEY DISK
 AL8214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8214_STAMPING: 10-92-B24
 AL8214_MARK LOGO: FLDT
 AL8214_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8214+STABILITY: SURFACE MOTION
 AL8214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8214+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8214
 AL8214  HISTORY     - Date     Condition        Report By
 AL8214  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8214
 AL8214                          STATION DESCRIPTION
 AL8214
 AL8214'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8214'20.65 MI (33.23 KM) EAST OF TAMPA, LOCATED 550 FT (167.6 M) WEST OF
 AL8214'THE BEGINNING OF THE OFF-RAMP AT EXIT NO.12 FOR ALEXENDER STREET
 AL8214'(STATE ROUTE 39A), AT 20.6 MILE MARKER, NORTHEAST OF THE SOUTH POLE
 AL8214'SUPPORTING A BILLBOARD AT THE VORTEX OF TWO BILLBOARDS, 83.0 FT
 AL8214'(25.3 M) NORTH OF THE NORTH EDGE OF AN ASPHALT SHOULDER ON THE NORTH
 AL8214'SIDE OF THE WESTBOUND LANE OF I-4 85 FT (25.9 M) SOUTHWEST OF A 20IN
 AL8214'OAK, 38.10 FT (11.61 M) FROM THE NORTHERN MOST POLE SUPPORTING THE
 AL8214'BILLBOARD FACING EAST. STATION IS SET 0.2 FT (0.1 M) BELOW GROUND.
 AL8214'SECTION 19 TWP.28 S. RGE.22 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8215 ***********************************************************************
 AL8215  DESIGNATION -  10 92 B25
 AL8215  PID         -  AL8215
 AL8215  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8215  COUNTRY     -  US
 AL8215  USGS QUAD   -  PLANT CITY WEST (2018)
 AL8215
 AL8215                         *CURRENT SURVEY CONTROL
 AL8215  ______________________________________________________________________
 AL8215* NAD 83(2011) POSITION- 28 02 00.04940(N) 082 07 47.31680(W)   ADJUSTED
 AL8215* NAD 83(2011) ELLIP HT-     8.537 (meters)        (06/27/12)   ADJUSTED
 AL8215* NAD 83(2011) EPOCH   -  2010.00
 AL8215* NAVD 88 ORTHO HEIGHT -    34.3   (meters)      113.    (feet) GPS OBS
 AL8215  ______________________________________________________________________
 AL8215  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8215  GEOID HEIGHT    -        -26.440 (meters)                     GEOID93
 AL8215  GEOID HEIGHT    -        -25.697 (meters)                     GEOID18
 AL8215  NAD 83(2011) X  -    771,457.836 (meters)                     COMP
 AL8215  NAD 83(2011) Y  - -5,580,924.079 (meters)                     COMP
 AL8215  NAD 83(2011) Z  -  2,979,771.727 (meters)                     COMP
 AL8215  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 AL8215
 AL8215  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8215  Standards:
 AL8215         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8215            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8215  -------------------------------------------------------------------
 AL8215  NETWORK    0.75   1.18           0.33   0.28   0.60      0.09087658
 AL8215  -------------------------------------------------------------------
 AL8215  Click here for local accuracies and other accuracy information.
 AL8215
 AL8215.The horizontal coordinates were established by GPS observations
 AL8215.and adjusted by the National Geodetic Survey in June 2012.
 AL8215
 AL8215.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8215.been affixed to the stable North American tectonic plate. See 
 AL8215.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8215
 AL8215.The horizontal coordinates are valid at the epoch date displayed above
 AL8215.which is a decimal equivalence of Year/Month/Day.
 AL8215
 AL8215.The orthometric height was determined by GPS observations and a
 AL8215.high-resolution geoid model.
 AL8215
 AL8215.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8215.GEOID18 height accuracy estimate available here.
 AL8215
 AL8215.Click photographs - Photos may exist for this station.
 AL8215
 AL8215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8215
 AL8215.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8215
 AL8215.The ellipsoidal height was determined by GPS observations
 AL8215.and is referenced to NAD 83.
 AL8215
 AL8215. The following values were computed from the NAD 83(2011) position.
 AL8215
 AL8215;                    North         East     Units Scale Factor Converg.
 AL8215;SPC FL W     -   409,911.075   187,236.302   MT  0.99994319   -0 03 39.6
 AL8215;SPC FL W     - 1,344,849.92    614,291.10   sFT  0.99994319   -0 03 39.6
 AL8215;UTM  17      - 3,101,411.056   388,944.377   MT  0.99975222   -0 31 51.8
 AL8215
 AL8215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8215!SPC FL W     -   0.99999866  x   0.99994319  =   0.99994185
 AL8215!UTM  17      -   0.99999866  x   0.99975222  =   0.99975088
 AL8215
 AL8215:                Primary Azimuth Mark                     Grid Az
 AL8215:SPC FL W     -  10 92 B27                                063 24 42.8
 AL8215:UTM  17      -  10 92 B27                                063 52 55.0
 AL8215
 AL8215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8894401411(NAD 83)
 AL8215
 AL8215|---------------------------------------------------------------------|
 AL8215| PID    Reference Object                     Distance      Geod. Az  |
 AL8215|                                                           dddmmss.s |
 AL8215| AL8217 10 92 B27                           APPROX. 0.9 KM 0632103.2 |
 AL8215| AL8216 10 92 B26                           APPROX. 0.7 KM 3575235.2 |
 AL8215|---------------------------------------------------------------------|
 AL8215
 AL8215                          SUPERSEDED SURVEY CONTROL
 AL8215
 AL8215  NAD 83(2007)-  28 02 00.04952(N)    082 07 47.31758(W) AD(2002.00) 0
 AL8215  ELLIP H (02/10/07)    8.553  (m)                       GP(2002.00)    
 AL8215  NAD 83(1999)-  28 02 00.04936(N)    082 07 47.31807(W) AD(       ) 1
 AL8215  ELLIP H (06/19/01)    8.563  (m)                       GP(       ) 4 1
 AL8215  NAD 83(1990)-  28 02 00.04770(N)    082 07 47.31723(W) AD(       ) 1
 AL8215  ELLIP H (07/07/94)    8.574  (m)                       GP(       ) 4 1
 AL8215  NAD 83(1990)-  28 02 00.04800(N)    082 07 47.31725(W) AD(       ) 2
 AL8215
 AL8215.Superseded values are not recommended for survey control.
 AL8215
 AL8215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8215.See file dsdata.pdf to determine how the superseded data were derived.
 AL8215
 AL8215_MARKER: DD = SURVEY DISK
 AL8215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8215_STAMPING: 10-92-B25
 AL8215_MARK LOGO: FLDT
 AL8215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8215+STABILITY: SURFACE MOTION
 AL8215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8215+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8215
 AL8215  HISTORY     - Date     Condition        Report By
 AL8215  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8215
 AL8215                          STATION DESCRIPTION
 AL8215
 AL8215'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8215'21.15 MI (34.04 KM) EAST OF TAMPA SOUTH OF THE EASTBOUND LANES OF
 AL8215'INTERSTATE HIGHWAY 4, PROCEED SOUTH FROM THE INTERSECTION OF
 AL8215'INTERSTATE HIGHWAY 4 AND WHEELER STREET (STATE ROUTE 39), SOUTH 500
 AL8215'FT (152.4 M) ALONG WHEELER STREET TO THE INTERSECTION OF HILLSBORO,
 AL8215'WEST 0.26 MI (0.42 KM) TO FRANKLIN STREET, NORTH ON FRANKLIN STREET
 AL8215'UNTIL IT DEAD ENDS. THE STATION IS IN AN OPEN FIELD, 70.0 FT
 AL8215'(21.3 M) SOUTH OF A 4 FT. HOGWIRE FENCE , 64.7 FT (19.7 M) SOUTHEAST
 AL8215'OF A POWERPOLE, 172.7 FT (52.6 M) SOUTHWEST OF THE NORTHERN MOST POLE
 AL8215'SUPPORTING A BILLBOARD, 218.0 FT (66.4 M) NORTHWEST OF THE NORTHWEST
 AL8215'CORNER OF THE HOLIDAY INN (2-STORY BUILDING), 70.2 FT (21.4 M)
 AL8215'NORTHWEST OF A 1-STORY MASONARY BUILDING. STATION IS 0.2 FT (0.1 M)
 AL8215'BELOW GROUND LEVEL. SECTION 20 TWP.28 S. RGE.22 E,
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8216 ***********************************************************************
 AL8216  DESIGNATION -  10 92 B26
 AL8216  PID         -  AL8216
 AL8216  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8216  COUNTRY     -  US
 AL8216  USGS QUAD   -  PLANT CITY WEST (2018)
 AL8216
 AL8216                         *CURRENT SURVEY CONTROL
 AL8216  ______________________________________________________________________
 AL8216* NAD 83(2011) POSITION- 28 02 22.74063(N) 082 07 48.26510(W)   ADJUSTED
 AL8216* NAD 83(2011) ELLIP HT-     9.727 (meters)        (06/27/12)   ADJUSTED
 AL8216* NAD 83(2011) EPOCH   -  2010.00
 AL8216* NAVD 88 ORTHO HEIGHT -    35.5   (meters)      116.    (feet) GPS OBS
 AL8216  ______________________________________________________________________
 AL8216  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8216  GEOID HEIGHT    -        -26.460 (meters)                     GEOID93
 AL8216  GEOID HEIGHT    -        -25.717 (meters)                     GEOID18
 AL8216  NAD 83(2011) X  -    771,387.365 (meters)                     COMP
 AL8216  NAD 83(2011) Y  - -5,580,603.434 (meters)                     COMP
 AL8216  NAD 83(2011) Z  -  2,980,388.828 (meters)                     COMP
 AL8216  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 AL8216
 AL8216  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8216  Standards:
 AL8216         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8216            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8216  -------------------------------------------------------------------
 AL8216  NETWORK    0.86   1.10           0.41   0.26   0.56      0.13355429
 AL8216  -------------------------------------------------------------------
 AL8216  Click here for local accuracies and other accuracy information.
 AL8216
 AL8216.The horizontal coordinates were established by GPS observations
 AL8216.and adjusted by the National Geodetic Survey in June 2012.
 AL8216
 AL8216.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8216.been affixed to the stable North American tectonic plate. See 
 AL8216.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8216
 AL8216.The horizontal coordinates are valid at the epoch date displayed above
 AL8216.which is a decimal equivalence of Year/Month/Day.
 AL8216
 AL8216.The orthometric height was determined by GPS observations and a
 AL8216.high-resolution geoid model.
 AL8216
 AL8216.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8216.GEOID18 height accuracy estimate available here.
 AL8216
 AL8216.Click photographs - Photos may exist for this station.
 AL8216
 AL8216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8216
 AL8216.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8216
 AL8216.The ellipsoidal height was determined by GPS observations
 AL8216.and is referenced to NAD 83.
 AL8216
 AL8216. The following values were computed from the NAD 83(2011) position.
 AL8216
 AL8216;                    North         East     Units Scale Factor Converg.
 AL8216;SPC FL W     -   410,609.575   187,211.146   MT  0.99994319   -0 03 40.1
 AL8216;SPC FL W     - 1,347,141.58    614,208.57   sFT  0.99994319   -0 03 40.1
 AL8216;UTM  17      - 3,102,109.605   388,924.957   MT  0.99975228   -0 31 52.6
 AL8216
 AL8216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8216!SPC FL W     -   0.99999847  x   0.99994319  =   0.99994166
 AL8216!UTM  17      -   0.99999847  x   0.99975228  =   0.99975075
 AL8216
 AL8216:                Primary Azimuth Mark                     Grid Az
 AL8216:SPC FL W     -  10 92 B27                                109 32 53.0
 AL8216:UTM  17      -  10 92 B27                                110 01 05.5
 AL8216
 AL8216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8892402109(NAD 83)
 AL8216
 AL8216|---------------------------------------------------------------------|
 AL8216| PID    Reference Object                     Distance      Geod. Az  |
 AL8216|                                                           dddmmss.s |
 AL8216| AL8217 10 92 B27                           APPROX. 0.9 KM 1092912.9 |
 AL8216| AL8215 10 92 B25                           APPROX. 0.7 KM 1775234.8 |
 AL8216| AL8214 10 92 B24                           APPROX. 1.2 KM 2194837.7 |
 AL8216|---------------------------------------------------------------------|
 AL8216
 AL8216                          SUPERSEDED SURVEY CONTROL
 AL8216
 AL8216  NAD 83(2007)-  28 02 22.74076(N)    082 07 48.26586(W) AD(2002.00) 0
 AL8216  ELLIP H (02/10/07)    9.743  (m)                       GP(2002.00)    
 AL8216  NAD 83(1999)-  28 02 22.74070(N)    082 07 48.26637(W) AD(       ) 1
 AL8216  ELLIP H (06/19/01)    9.751  (m)                       GP(       ) 4 1
 AL8216  NAD 83(1990)-  28 02 22.73909(N)    082 07 48.26555(W) AD(       ) 1
 AL8216  ELLIP H (07/07/94)    9.757  (m)                       GP(       ) 4 1
 AL8216  NAD 83(1990)-  28 02 22.73923(N)    082 07 48.26570(W) AD(       ) 2
 AL8216
 AL8216.Superseded values are not recommended for survey control.
 AL8216
 AL8216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8216.See file dsdata.pdf to determine how the superseded data were derived.
 AL8216
 AL8216_MARKER: DD = SURVEY DISK
 AL8216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8216_STAMPING: 10-92-B26
 AL8216_MARK LOGO: FLDT
 AL8216_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8216+STABILITY: SURFACE MOTION
 AL8216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8216+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8216
 AL8216  HISTORY     - Date     Condition        Report By
 AL8216  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8216
 AL8216                          STATION DESCRIPTION
 AL8216
 AL8216'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8216'21.2 MI (34.1 KM) EAST OF TAMPA, FROM THE INTERSECTION OF INTERSTATE
 AL8216'HIGHWAY 4 AND WHEELER STREET (STATE ROUTE 39) PROCEED 0.4 MI
 AL8216'(0.6 KM) NORTH ON WHEELER STREET (EXIT NO.13) TO TERRACE DRIVE , WEST
 AL8216'0.2 MI (0.3 KM) ALONG TERRACE DRIVE TO THE INTERSECTION OF N.
 AL8216'FRANKLIN STREET, THEN SOUTH 226.4 FT (69.0 M) ALONG N. FRANKLIN
 AL8216'STREET, THE STATION IS WEST OF THE WEST EDGE OF PAVEMENT AND 14.0 FT
 AL8216'(4.3 M) SOUTH OF A POWERPOLE, 8.2 FT (2.5 M) EAST OF FENCE, BETWEEN
 AL8216'RESIDENCE NO. 2707 N. FRANKLIN AND RESIDENCE N0.2701 N. FRANKLIN
 AL8216'STREET. STATION IS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 20
 AL8216'TWP.28 S. RGE.22 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8217 ***********************************************************************
 AL8217  DESIGNATION -  10 92 B27
 AL8217  PID         -  AL8217
 AL8217  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8217  COUNTRY     -  US
 AL8217  USGS QUAD   -  PLANT CITY EAST (2018)
 AL8217
 AL8217                         *CURRENT SURVEY CONTROL
 AL8217  ______________________________________________________________________
 AL8217* NAD 83(2011) POSITION- 28 02 13.18146(N) 082 07 17.82233(W)   ADJUSTED
 AL8217* NAD 83(2011) ELLIP HT-    11.855 (meters)        (06/27/12)   ADJUSTED
 AL8217* NAD 83(2011) EPOCH   -  2010.00
 AL8217* NAVD 88 ORTHO HEIGHT -    37.6   (meters)      123.    (feet) GPS OBS
 AL8217  ______________________________________________________________________
 AL8217  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8217  GEOID HEIGHT    -        -26.470 (meters)                     GEOID93
 AL8217  GEOID HEIGHT    -        -25.731 (meters)                     GEOID18
 AL8217  NAD 83(2011) X  -    772,230.220 (meters)                     COMP
 AL8217  NAD 83(2011) Y  - -5,580,628.400 (meters)                     COMP
 AL8217  NAD 83(2011) Z  -  2,980,130.101 (meters)                     COMP
 AL8217  LAPLACE CORR    -         -2.93  (seconds)                    DEFLEC18
 AL8217
 AL8217  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8217  Standards:
 AL8217         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8217            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8217  -------------------------------------------------------------------
 AL8217  NETWORK    0.77   1.12           0.36   0.25   0.57      0.08030535
 AL8217  -------------------------------------------------------------------
 AL8217  Click here for local accuracies and other accuracy information.
 AL8217
 AL8217.The horizontal coordinates were established by GPS observations
 AL8217.and adjusted by the National Geodetic Survey in June 2012.
 AL8217
 AL8217.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8217.been affixed to the stable North American tectonic plate. See 
 AL8217.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8217
 AL8217.The horizontal coordinates are valid at the epoch date displayed above
 AL8217.which is a decimal equivalence of Year/Month/Day.
 AL8217
 AL8217.The orthometric height was determined by GPS observations and a
 AL8217.high-resolution geoid model.
 AL8217
 AL8217.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8217.GEOID18 height accuracy estimate available here.
 AL8217
 AL8217.Click photographs - Photos may exist for this station.
 AL8217
 AL8217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8217
 AL8217.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8217
 AL8217.The ellipsoidal height was determined by GPS observations
 AL8217.and is referenced to NAD 83.
 AL8217
 AL8217. The following values were computed from the NAD 83(2011) position.
 AL8217
 AL8217;                    North         East     Units Scale Factor Converg.
 AL8217;SPC FL W     -   410,314.470   188,042.280   MT  0.99994294   -0 03 25.8
 AL8217;SPC FL W     - 1,346,173.39    616,935.38   sFT  0.99994294   -0 03 25.8
 AL8217;UTM  17      - 3,101,807.749   389,753.483   MT  0.99975001   -0 31 38.1
 AL8217
 AL8217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8217!SPC FL W     -   0.99999814  x   0.99994294  =   0.99994108
 AL8217!UTM  17      -   0.99999814  x   0.99975001  =   0.99974815
 AL8217
 AL8217:                Primary Azimuth Mark                     Grid Az
 AL8217:SPC FL W     -  10 92 B28                                094 32 16.2
 AL8217:UTM  17      -  10 92 B28                                095 00 28.5
 AL8217
 AL8217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8975301807(NAD 83)
 AL8217
 AL8217|---------------------------------------------------------------------|
 AL8217| PID    Reference Object                     Distance      Geod. Az  |
 AL8217|                                                           dddmmss.s |
 AL8217| AL8218 10 92 B28                           APPROX. 0.8 KM 0942850.4 |
 AL8217| AL8216 10 92 B26                           APPROX. 0.9 KM 2892927.2 |
 AL8217|---------------------------------------------------------------------|
 AL8217
 AL8217                          SUPERSEDED SURVEY CONTROL
 AL8217
 AL8217  NAD 83(2007)-  28 02 13.18159(N)    082 07 17.82313(W) AD(2002.00) 0
 AL8217  ELLIP H (02/10/07)   11.872  (m)                       GP(2002.00)    
 AL8217  NAD 83(1999)-  28 02 13.18142(N)    082 07 17.82367(W) AD(       ) 1
 AL8217  ELLIP H (06/19/01)   11.881  (m)                       GP(       ) 4 1
 AL8217  NAD 83(1990)-  28 02 13.17982(N)    082 07 17.82287(W) AD(       ) 1
 AL8217  ELLIP H (07/07/94)   11.889  (m)                       GP(       ) 4 1
 AL8217  NAD 83(1990)-  28 02 13.18021(N)    082 07 17.82283(W) AD(       ) 2
 AL8217
 AL8217.Superseded values are not recommended for survey control.
 AL8217
 AL8217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8217.See file dsdata.pdf to determine how the superseded data were derived.
 AL8217
 AL8217_MARKER: DD = SURVEY DISK
 AL8217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8217_STAMPING: 10-92-B27
 AL8217_MARK LOGO: FLDT
 AL8217_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8217+STABILITY: SURFACE MOTION
 AL8217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8217+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8217
 AL8217  HISTORY     - Date     Condition        Report By
 AL8217  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8217  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL8217
 AL8217                          STATION DESCRIPTION
 AL8217
 AL8217'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8217'21.7 MI (34.9 KM) EAST OF TAMPA, PROCEED FROM THE INTERSECTION OF
 AL8217'WHEELER STREET (S.R. 39) AND INTERSTATE HIGHWAY 4 EXIT NO.13, AND N.
 AL8217'FRONTAGE ROAD THEN 0.4 MI (0.6 KM) EAST ALONG N. FRONTAGE ROAD TO THE
 AL8217'ASPHALT DRIVE FOR CLARKE AMERICAN PARKING AND RAMP AREA. THE STATION
 AL8217'IS LOCATED IN THE GRASS AREA 56.7 FT (17.3 M) NORTHEAST OF A
 AL8217'POWERPOLE (ON THE WEST SIDE OF SAID DRIVE), 56 FT (17.1 M) NORTH OF
 AL8217'THE CENTERLINE OF N. FRONTAGE ROAD, 135.3 FT (41.2 M) WEST OF A POWER
 AL8217'POLE, 95.0 FT (29.0 M) SOUTHWEST OF THE SOUTHEAST CORNER OF CLARKE
 AL8217'AMERICAN BUILDING. SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 20
 AL8217'TWP.28 S. RGE.22 E.
 AL8217
 AL8217                          STATION RECOVERY (2006)
 AL8217
 AL8217'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL8217'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8218 ***********************************************************************
 AL8218  DESIGNATION -  10 92 B28
 AL8218  PID         -  AL8218
 AL8218  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8218  COUNTRY     -  US
 AL8218  USGS QUAD   -  PLANT CITY EAST (2018)
 AL8218
 AL8218                         *CURRENT SURVEY CONTROL
 AL8218  ______________________________________________________________________
 AL8218* NAD 83(2011) POSITION- 28 02 11.12866(N) 082 06 48.31079(W)   ADJUSTED
 AL8218* NAD 83(2011) ELLIP HT-    11.363 (meters)        (06/27/12)   ADJUSTED
 AL8218* NAD 83(2011) EPOCH   -  2010.00
 AL8218* NAVD 88 ORTHO HEIGHT -    37.1   (meters)      122.    (feet) GPS OBS
 AL8218  ______________________________________________________________________
 AL8218  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8218  GEOID HEIGHT    -        -26.490 (meters)                     GEOID93
 AL8218  GEOID HEIGHT    -        -25.750 (meters)                     GEOID18
 AL8218  NAD 83(2011) X  -    773,032.682 (meters)                     COMP
 AL8218  NAD 83(2011) Y  - -5,580,546.847 (meters)                     COMP
 AL8218  NAD 83(2011) Z  -  2,980,074.094 (meters)                     COMP
 AL8218  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 AL8218
 AL8218  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8218  Standards:
 AL8218         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8218            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8218  -------------------------------------------------------------------
 AL8218  NETWORK    0.69   1.12           0.31   0.25   0.57      0.05378743
 AL8218  -------------------------------------------------------------------
 AL8218  Click here for local accuracies and other accuracy information.
 AL8218
 AL8218.The horizontal coordinates were established by GPS observations
 AL8218.and adjusted by the National Geodetic Survey in June 2012.
 AL8218
 AL8218.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8218.been affixed to the stable North American tectonic plate. See 
 AL8218.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8218
 AL8218.The horizontal coordinates are valid at the epoch date displayed above
 AL8218.which is a decimal equivalence of Year/Month/Day.
 AL8218
 AL8218.The orthometric height was determined by GPS observations and a
 AL8218.high-resolution geoid model.
 AL8218
 AL8218.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8218.GEOID18 height accuracy estimate available here.
 AL8218
 AL8218.Click photographs - Photos may exist for this station.
 AL8218
 AL8218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8218
 AL8218.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8218
 AL8218.The ellipsoidal height was determined by GPS observations
 AL8218.and is referenced to NAD 83.
 AL8218
 AL8218. The following values were computed from the NAD 83(2011) position.
 AL8218
 AL8218;                    North         East     Units Scale Factor Converg.
 AL8218;SPC FL W     -   410,250.505   188,848.236   MT  0.99994271   -0 03 11.9
 AL8218;SPC FL W     - 1,345,963.53    619,579.59   sFT  0.99994271   -0 03 11.9
 AL8218;UTM  17      - 3,101,737.187   390,558.730   MT  0.99974783   -0 31 24.2
 AL8218
 AL8218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8218!SPC FL W     -   0.99999822  x   0.99994271  =   0.99994093
 AL8218!UTM  17      -   0.99999822  x   0.99974783  =   0.99974605
 AL8218
 AL8218:                Primary Azimuth Mark                     Grid Az
 AL8218:SPC FL W     -  10 92 B30                                086 42 18.5
 AL8218:UTM  17      -  10 92 B30                                087 10 30.8
 AL8218
 AL8218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9055801737(NAD 83)
 AL8218
 AL8218|---------------------------------------------------------------------|
 AL8218| PID    Reference Object                     Distance      Geod. Az  |
 AL8218|                                                           dddmmss.s |
 AL8218| AL8220 10 92 B30                           APPROX. 1.6 KM 0863906.6 |
 AL8218| AL8215 10 92 B25                           APPROX. 1.6 KM 2580319.8 |
 AL8218|---------------------------------------------------------------------|
 AL8218
 AL8218                          SUPERSEDED SURVEY CONTROL
 AL8218
 AL8218  NAD 83(2007)-  28 02 11.12879(N)    082 06 48.31163(W) AD(2002.00) 0
 AL8218  ELLIP H (02/10/07)   11.379  (m)                       GP(2002.00)    
 AL8218  NAD 83(1999)-  28 02 11.12856(N)    082 06 48.31220(W) AD(       ) 1
 AL8218  ELLIP H (06/19/01)   11.391  (m)                       GP(       ) 4 1
 AL8218  NAD 83(1990)-  28 02 11.12698(N)    082 06 48.31150(W) AD(       ) 1
 AL8218  ELLIP H (07/07/94)   11.394  (m)                       GP(       ) 4 1
 AL8218  NAD 83(1990)-  28 02 11.12759(N)    082 06 48.31134(W) AD(       ) 2
 AL8218
 AL8218.Superseded values are not recommended for survey control.
 AL8218
 AL8218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8218.See file dsdata.pdf to determine how the superseded data were derived.
 AL8218
 AL8218_MARKER: DD = SURVEY DISK
 AL8218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8218_STAMPING: 10-92-B28
 AL8218_MARK LOGO: FLDT
 AL8218_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8218+STABILITY: SURFACE MOTION
 AL8218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8218+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8218
 AL8218  HISTORY     - Date     Condition        Report By
 AL8218  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8218  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL8218
 AL8218                          STATION DESCRIPTION
 AL8218
 AL8218'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8218'22.3 MI (35.9 KM) EAST OF TAMPA, PROCEED FROM THE INTERSECION OF
 AL8218'INTERSTATE HIGHWAY 4 AND PARK ROAD EXIT NO. 14,THEN SOUTH ALONG PARK
 AL8218'ROAD TO S. FRONTAGE ROAD (PARALELL TO THE EASTBOUND LANES OF I-4),
 AL8218'0.5 MI (0.8 KM) EAST ALONG S. FRONTAGE ROAD TO THE INTERSECTION OF N.
 AL8218'GORDON STREET, THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF THE
 AL8218'INTERSECTION NORTHEAST OF A 1-STORY MASONARY RESIDENCE NO. 2307 ,
 AL8218'21.4 FT (6.5 M) FROM THE EDGE OF PAVEMENT OF S. FRONTAGE ROAD, 3.3 FT
 AL8218'(1.0 M) FROM THE EDGE OF PAVEMENT OF N. GORDON STREET, 20.0 FT
 AL8218'(6.1 M) SOUTHEAST OF A POWERPOLE. THE STATION IS SET 0.2 FT (0.1 M)
 AL8218'BELOW GROUND LEVEL. SECTION 21 TWP.28 S. RGE.22 E.
 AL8218
 AL8218                          STATION RECOVERY (2006)
 AL8218
 AL8218'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL8218'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8219 ***********************************************************************
 AL8219  DESIGNATION -  10 92 B29
 AL8219  PID         -  AL8219
 AL8219  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8219  COUNTRY     -  US
 AL8219  USGS QUAD   -  PLANT CITY EAST (2018)
 AL8219
 AL8219                         *CURRENT SURVEY CONTROL
 AL8219  ______________________________________________________________________
 AL8219* NAD 83(2011) POSITION- 28 02 15.04965(N) 082 06 22.33320(W)   ADJUSTED
 AL8219* NAD 83(2011) ELLIP HT-    13.417 (meters)        (06/27/12)   ADJUSTED
 AL8219* NAD 83(2011) EPOCH   -  2010.00
 AL8219* NAVD 88 ORTHO HEIGHT -    39.3   (meters)      129.    (feet) GPS OBS
 AL8219  ______________________________________________________________________
 AL8219  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8219  GEOID HEIGHT    -        -26.510 (meters)                     GEOID93
 AL8219  GEOID HEIGHT    -        -25.773 (meters)                     GEOID18
 AL8219  NAD 83(2011) X  -    773,727.963 (meters)                     COMP
 AL8219  NAD 83(2011) Y  - -5,580,395.044 (meters)                     COMP
 AL8219  NAD 83(2011) Z  -  2,980,181.595 (meters)                     COMP
 AL8219  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 AL8219
 AL8219  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8219  Standards:
 AL8219         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8219            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8219  -------------------------------------------------------------------
 AL8219  NETWORK    0.73   1.02           0.34   0.24   0.52      0.12145829
 AL8219  -------------------------------------------------------------------
 AL8219  Click here for local accuracies and other accuracy information.
 AL8219
 AL8219.The horizontal coordinates were established by GPS observations
 AL8219.and adjusted by the National Geodetic Survey in June 2012.
 AL8219
 AL8219.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8219.been affixed to the stable North American tectonic plate. See 
 AL8219.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8219
 AL8219.The horizontal coordinates are valid at the epoch date displayed above
 AL8219.which is a decimal equivalence of Year/Month/Day.
 AL8219
 AL8219.The orthometric height was determined by GPS observations and a
 AL8219.high-resolution geoid model.
 AL8219
 AL8219.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8219.GEOID18 height accuracy estimate available here.
 AL8219
 AL8219.Click photographs - Photos may exist for this station.
 AL8219
 AL8219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8219
 AL8219.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8219
 AL8219.The ellipsoidal height was determined by GPS observations
 AL8219.and is referenced to NAD 83.
 AL8219
 AL8219. The following values were computed from the NAD 83(2011) position.
 AL8219
 AL8219;                    North         East     Units Scale Factor Converg.
 AL8219;SPC FL W     -   410,370.560   189,557.840   MT  0.99994252   -0 02 59.7
 AL8219;SPC FL W     - 1,346,357.41    621,907.68   sFT  0.99994252   -0 02 59.7
 AL8219;UTM  17      - 3,101,851.393   391,269.157   MT  0.99974592   -0 31 12.1
 AL8219
 AL8219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8219!SPC FL W     -   0.99999789  x   0.99994252  =   0.99994041
 AL8219!UTM  17      -   0.99999789  x   0.99974592  =   0.99974381
 AL8219
 AL8219:                Primary Azimuth Mark                     Grid Az
 AL8219:SPC FL W     -  10 92 B31                                052 45 11.8
 AL8219:UTM  17      -  10 92 B31                                053 13 24.2
 AL8219
 AL8219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9126901851(NAD 83)
 AL8219
 AL8219|---------------------------------------------------------------------|
 AL8219| PID    Reference Object                     Distance      Geod. Az  |
 AL8219|                                                           dddmmss.s |
 AL8219| AL8221 10 92 B31                           APPROX. 1.1 KM 0524212.1 |
 AL8219| AL8220 10 92 B30                           APPROX. 0.9 KM 0913303.8 |
 AL8219| AL8218 10 92 B28                           APPROX. 0.7 KM 2602050.5 |
 AL8219| AL8217 10 92 B27                           APPROX. 1.5 KM 2674950.1 |
 AL8219|---------------------------------------------------------------------|
 AL8219
 AL8219                          SUPERSEDED SURVEY CONTROL
 AL8219
 AL8219  NAD 83(2007)-  28 02 15.04978(N)    082 06 22.33399(W) AD(2002.00) 0
 AL8219  ELLIP H (02/10/07)   13.433  (m)                       GP(2002.00)    
 AL8219  NAD 83(1999)-  28 02 15.04968(N)    082 06 22.33453(W) AD(       ) 1
 AL8219  ELLIP H (06/19/01)   13.441  (m)                       GP(       ) 4 1
 AL8219  NAD 83(1990)-  28 02 15.04806(N)    082 06 22.33374(W) AD(       ) 1
 AL8219  ELLIP H (07/07/94)   13.448  (m)                       GP(       ) 4 1
 AL8219  NAD 83(1990)-  28 02 15.04837(N)    082 06 22.33377(W) AD(       ) 2
 AL8219
 AL8219.Superseded values are not recommended for survey control.
 AL8219
 AL8219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8219.See file dsdata.pdf to determine how the superseded data were derived.
 AL8219
 AL8219_MARKER: DD = SURVEY DISK
 AL8219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8219_STAMPING: 10-92-B29
 AL8219_MARK LOGO: FLDT
 AL8219_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8219+STABILITY: SURFACE MOTION
 AL8219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8219+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8219
 AL8219  HISTORY     - Date     Condition        Report By
 AL8219  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8219  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL8219
 AL8219                          STATION DESCRIPTION
 AL8219
 AL8219'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8219'22.8 MI (36.7 KM) EAST OF TAMPA, PROCEED FROM THE INTERSECTION OF
 AL8219'INTERSTATE HIGHWAY 4 AND PARK ROAD EXIT NO.14, THEN 0.2 MI (0.3 KM)
 AL8219'ALONG N. FRONTAGE ROAD NORTH OF THE ON-RAMP FOR I-4, THE STATION IS
 AL8219'WEST OF THE CONCRETE DRIVE FOR THE ASSEMBLY HALL OF JEHOVAHS
 AL8219'WITNESSES, 29.5 FT (9.0 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF N.
 AL8219'FRONTAGE ROAD, 108.4 FT (33.0 M) SOUTHWEST OF THE SOUTHEAST CORNER OF
 AL8219'A 5 FT. BRICK COLUMN-IRON FENCE, 13 FT (4.0 M) EAST OF A WATERVALVE,
 AL8219'6.8 FT (2.1 M) SOUTH OF SAID BRICK-IRON FENCE, 52.5  FT (16.0 M)
 AL8219'SOUTHEAST OF THE SOUTHEAST CORNER OF THE ASSEMBLY HALL. THE STATION IS
 AL8219'SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 21 TWP.28 S. RGE.22 E.
 AL8219
 AL8219                          STATION RECOVERY (2006)
 AL8219
 AL8219'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL8219'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8220 ***********************************************************************
 AL8220  DESIGNATION -  10 92 B30
 AL8220  PID         -  AL8220
 AL8220  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8220  COUNTRY     -  US
 AL8220  USGS QUAD   -  PLANT CITY EAST (2018)
 AL8220
 AL8220                         *CURRENT SURVEY CONTROL
 AL8220  ______________________________________________________________________
 AL8220* NAD 83(2011) POSITION- 28 02 14.23376(N) 082 05 48.42233(W)   ADJUSTED
 AL8220* NAD 83(2011) ELLIP HT-    19.160 (meters)        (06/27/12)   ADJUSTED
 AL8220* NAD 83(2011) EPOCH   -  2010.00
 AL8220* NAVD 88 ORTHO HEIGHT -    45.0   (meters)      148.    (feet) GPS OBS
 AL8220  ______________________________________________________________________
 AL8220  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8220  GEOID HEIGHT    -        -26.540 (meters)                     GEOID93
 AL8220  GEOID HEIGHT    -        -25.796 (meters)                     GEOID18
 AL8220  NAD 83(2011) X  -    774,647.715 (meters)                     COMP
 AL8220  NAD 83(2011) Y  - -5,580,284.478 (meters)                     COMP
 AL8220  NAD 83(2011) Z  -  2,980,162.127 (meters)                     COMP
 AL8220  LAPLACE CORR    -         -2.88  (seconds)                    DEFLEC18
 AL8220
 AL8220  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8220  Standards:
 AL8220         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8220            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8220  -------------------------------------------------------------------
 AL8220  NETWORK    0.73   1.18           0.33   0.26   0.60      0.07280333
 AL8220  -------------------------------------------------------------------
 AL8220  Click here for local accuracies and other accuracy information.
 AL8220
 AL8220.The horizontal coordinates were established by GPS observations
 AL8220.and adjusted by the National Geodetic Survey in June 2012.
 AL8220
 AL8220.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8220.been affixed to the stable North American tectonic plate. See 
 AL8220.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8220
 AL8220.The horizontal coordinates are valid at the epoch date displayed above
 AL8220.which is a decimal equivalence of Year/Month/Day.
 AL8220
 AL8220.The orthometric height was determined by GPS observations and a
 AL8220.high-resolution geoid model.
 AL8220
 AL8220.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8220.GEOID18 height accuracy estimate available here.
 AL8220
 AL8220.Click photographs - Photos may exist for this station.
 AL8220
 AL8220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8220
 AL8220.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8220
 AL8220.The ellipsoidal height was determined by GPS observations
 AL8220.and is referenced to NAD 83.
 AL8220
 AL8220. The following values were computed from the NAD 83(2011) position.
 AL8220
 AL8220;                    North         East     Units Scale Factor Converg.
 AL8220;SPC FL W     -   410,344.674   190,483.983   MT  0.99994229   -0 02 43.8
 AL8220;SPC FL W     - 1,346,272.48    624,946.20   sFT  0.99994229   -0 02 43.8
 AL8220;UTM  17      - 3,101,817.917   392,194.873   MT  0.99974344   -0 30 56.1
 AL8220
 AL8220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8220!SPC FL W     -   0.99999699  x   0.99994229  =   0.99993928
 AL8220!UTM  17      -   0.99999699  x   0.99974344  =   0.99974043
 AL8220
 AL8220:                Primary Azimuth Mark                     Grid Az
 AL8220:SPC FL W     -  10 92 B32                                095 29 42.5
 AL8220:UTM  17      -  10 92 B32                                095 57 54.8
 AL8220
 AL8220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9219401817(NAD 83)
 AL8220
 AL8220|---------------------------------------------------------------------|
 AL8220| PID    Reference Object                     Distance      Geod. Az  |
 AL8220|                                                           dddmmss.s |
 AL8220| AL8222 10 92 B32                           APPROX. 0.8 KM 0952658.7 |
 AL8220|---------------------------------------------------------------------|
 AL8220
 AL8220                          SUPERSEDED SURVEY CONTROL
 AL8220
 AL8220  NAD 83(2007)-  28 02 14.23389(N)    082 05 48.42318(W) AD(2002.00) 0
 AL8220  ELLIP H (02/10/07)   19.176  (m)                       GP(2002.00)    
 AL8220  NAD 83(1999)-  28 02 14.23364(N)    082 05 48.42377(W) AD(       ) 1
 AL8220  ELLIP H (06/19/01)   19.186  (m)                       GP(       ) 4 1
 AL8220  NAD 83(1990)-  28 02 14.23211(N)    082 05 48.42295(W) AD(       ) 1
 AL8220  ELLIP H (07/07/94)   19.195  (m)                       GP(       ) 4 1
 AL8220  NAD 83(1990)-  28 02 14.23270(N)    082 05 48.42272(W) AD(       ) 2
 AL8220
 AL8220.Superseded values are not recommended for survey control.
 AL8220
 AL8220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8220.See file dsdata.pdf to determine how the superseded data were derived.
 AL8220
 AL8220_MARKER: DD = SURVEY DISK
 AL8220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8220_STAMPING: 10-92-B30
 AL8220_MARK LOGO: FLDT
 AL8220_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8220+STABILITY: SURFACE MOTION
 AL8220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8220+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8220
 AL8220  HISTORY     - Date     Condition        Report By
 AL8220  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8220  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL8220
 AL8220                          STATION DESCRIPTION
 AL8220
 AL8220'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8220'23.3 MI (37.5 KM) EAST OF TAMPA, FROM THE INTERSECTION OF INTERSTATE
 AL8220'HIGHWAY 4 AND THE PARK ROAD EXIT NO.14, PROCEED NORTH ALONG PARK ROAD
 AL8220'TO THE N. FRONTAGE ROAD (PARRALL TO THE WESTBOUND LANES OF I-4), THEN
 AL8220'ALONG THE FRONTAGE ROAD 0.5 MI (0.8 KM) TO THE INTERSECTION OF WILDER
 AL8220'ROAD. THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE
 AL8220'INTERSECTION, 42.4 FT (12.9 M) NORTHEAST OF A POWERPOLE , 57.0 FT
 AL8220'(17.4 M) NORTH OF THE EDGE OF PAVEMENT OF N. FRONTAGE ROAD, 9.5 FT
 AL8220'(2.9 M) EAST OF THE EDGE OF PAVEMENT OF WILDER ROAD, 62.1 FT
 AL8220'(18.9 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A 1-STORY FRAME
 AL8220'RESIDENCE, 50.1 FT (15.3 M) NORTHWEST OF A POWER POLE. THE STATION IS
 AL8220'SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 22 TWP.28 S. RGE.22 E.
 AL8220
 AL8220                          STATION RECOVERY (2006)
 AL8220
 AL8220'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL8220'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8221 ***********************************************************************
 AL8221  DESIGNATION -  10 92 B31
 AL8221  PID         -  AL8221
 AL8221  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8221  COUNTRY     -  US
 AL8221  USGS QUAD   -  PLANT CITY EAST (2018)
 AL8221
 AL8221                         *CURRENT SURVEY CONTROL
 AL8221  ______________________________________________________________________
 AL8221* NAD 83(2011) POSITION- 28 02 37.44432(N) 082 05 49.19357(W)   ADJUSTED
 AL8221* NAD 83(2011) ELLIP HT-    16.391 (meters)        (06/27/12)   ADJUSTED
 AL8221* NAD 83(2011) EPOCH   -  2010.00
 AL8221* NAVD 88 ORTHO HEIGHT -    42.2   (meters)      138.    (feet) GPS OBS
 AL8221  ______________________________________________________________________
 AL8221  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8221  GEOID HEIGHT    -        -26.560 (meters)                     GEOID93
 AL8221  GEOID HEIGHT    -        -25.818 (meters)                     GEOID18
 AL8221  NAD 83(2011) X  -    774,580.331 (meters)                     COMP
 AL8221  NAD 83(2011) Y  - -5,579,952.260 (meters)                     COMP
 AL8221  NAD 83(2011) Z  -  2,980,791.455 (meters)                     COMP
 AL8221  LAPLACE CORR    -         -2.92  (seconds)                    DEFLEC18
 AL8221
 AL8221  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8221  Standards:
 AL8221         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8221            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8221  -------------------------------------------------------------------
 AL8221  NETWORK    0.74   1.22           0.33   0.27   0.62      0.08422912
 AL8221  -------------------------------------------------------------------
 AL8221  Click here for local accuracies and other accuracy information.
 AL8221
 AL8221.The horizontal coordinates were established by GPS observations
 AL8221.and adjusted by the National Geodetic Survey in June 2012.
 AL8221
 AL8221.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8221.been affixed to the stable North American tectonic plate. See 
 AL8221.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8221
 AL8221.The horizontal coordinates are valid at the epoch date displayed above
 AL8221.which is a decimal equivalence of Year/Month/Day.
 AL8221
 AL8221.The orthometric height was determined by GPS observations and a
 AL8221.high-resolution geoid model.
 AL8221
 AL8221.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8221.GEOID18 height accuracy estimate available here.
 AL8221
 AL8221.Click photographs - Photos may exist for this station.
 AL8221
 AL8221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8221
 AL8221.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8221
 AL8221.The ellipsoidal height was determined by GPS observations
 AL8221.and is referenced to NAD 83.
 AL8221
 AL8221. The following values were computed from the NAD 83(2011) position.
 AL8221
 AL8221;                    North         East     Units Scale Factor Converg.
 AL8221;SPC FL W     -   411,059.148   190,463.488   MT  0.99994230   -0 02 44.2
 AL8221;SPC FL W     - 1,348,616.55    624,878.96   sFT  0.99994230   -0 02 44.2
 AL8221;UTM  17      - 3,102,532.393   392,180.244   MT  0.99974348   -0 30 56.9
 AL8221
 AL8221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8221!SPC FL W     -   0.99999743  x   0.99994230  =   0.99993973
 AL8221!UTM  17      -   0.99999743  x   0.99974348  =   0.99974091
 AL8221
 AL8221:                Primary Azimuth Mark                     Grid Az
 AL8221:SPC FL W     -  10 92 B32                                133 31 27.0
 AL8221:UTM  17      -  10 92 B32                                133 59 39.7
 AL8221
 AL8221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9218002532(NAD 83)
 AL8221
 AL8221|---------------------------------------------------------------------|
 AL8221| PID    Reference Object                     Distance      Geod. Az  |
 AL8221|                                                           dddmmss.s |
 AL8221| AL8222 10 92 B32                           APPROX. 1.2 KM 1332842.8 |
 AL8221| AL8220 10 92 B30                           APPROX. 0.7 KM 1781840.6 |
 AL8221|---------------------------------------------------------------------|
 AL8221
 AL8221                          SUPERSEDED SURVEY CONTROL
 AL8221
 AL8221  NAD 83(2007)-  28 02 37.44446(N)    082 05 49.19442(W) AD(2002.00) 0
 AL8221  ELLIP H (02/10/07)   16.407  (m)                       GP(2002.00)    
 AL8221  NAD 83(1999)-  28 02 37.44420(N)    082 05 49.19501(W) AD(       ) 1
 AL8221  ELLIP H (06/19/01)   16.418  (m)                       GP(       ) 4 1
 AL8221  NAD 83(1990)-  28 02 37.44268(N)    082 05 49.19419(W) AD(       ) 1
 AL8221  ELLIP H (07/07/94)   16.426  (m)                       GP(       ) 4 1
 AL8221  NAD 83(1990)-  28 02 37.44329(N)    082 05 49.19396(W) AD(       ) 2
 AL8221
 AL8221.Superseded values are not recommended for survey control.
 AL8221
 AL8221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8221.See file dsdata.pdf to determine how the superseded data were derived.
 AL8221
 AL8221_MARKER: DD = SURVEY DISK
 AL8221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8221_STAMPING: 10-92-B31
 AL8221_MARK LOGO: FLDT
 AL8221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8221+STABILITY: SURFACE MOTION
 AL8221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL8221+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 AL8221
 AL8221  HISTORY     - Date     Condition        Report By
 AL8221  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8221  HISTORY     - 20060110 GOOD             USPSQD
 AL8221
 AL8221                          STATION DESCRIPTION
 AL8221
 AL8221'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8221'24 MI (38.6 KM) EAST OF TAMPA, FROM THE INTERSECTION OF INTERSTATE
 AL8221'HIGHWAY 4 AND THE PARK ROAD EXIT NO. 14. PROCEED NORTH ALONG PARK
 AL8221'ROAD TO N. FRONTAGE ROAD, EAST 0.5 MI (0.8 KM) ALONG N. FRONTAGE ROAD
 AL8221'TO THE INTERSECTION OF WILDER ROAD,  0.5 MI (0.8 KM) ALONG WILDER
 AL8221'ROAD TO THE STATION ON THE WEST, 206.9 FT (63.1 M) NORTH OF THE
 AL8221'CENTERLINE OF ROBINSON ROAD, EAST OF A MOBILE HOME NO. 3007 AND 21 FT
 AL8221'(6.4 M) WEST OF THE CENTERLINE OF WILDER ROAD , 82 FT (25.0 M)
 AL8221'NORTHWEST OF A POWERPOLE NO.3687044833 (LOCATED ON THE EAST SIDE OF
 AL8221'WILDER ROAD), 41 FT (12.5 M) SOUTH OF A TELEPHONE POLE NO.55 AND 50.5
 AL8221'FT (15.4 M) SOUTHWEST OF A TELEPONE POLE NO. 3687044841 LOCATED ON
 AL8221'THE EAST SIDE OF WILDER ROAD (NORTHWEST OF A WOOD FRAME RESIDENCE NO.
 AL8221'3806). THE STATION IS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION
 AL8221'22 TWP. 28 S. RGE.22 E.
 AL8221
 AL8221                          STATION RECOVERY (2006)
 AL8221
 AL8221'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL8221'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8222 ***********************************************************************
 AL8222  DESIGNATION -  10 92 B32
 AL8222  PID         -  AL8222
 AL8222  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8222  COUNTRY     -  US
 AL8222  USGS QUAD   -  PLANT CITY EAST (2018)
 AL8222
 AL8222                         *CURRENT SURVEY CONTROL
 AL8222  ______________________________________________________________________
 AL8222* NAD 83(2011) POSITION- 28 02 11.70907(N) 082 05 18.60731(W)   ADJUSTED
 AL8222* NAD 83(2011) ELLIP HT-    20.274 (meters)        (06/27/12)   ADJUSTED
 AL8222* NAD 83(2011) EPOCH   -  2010.00
 AL8222* NAVD 88 ORTHO HEIGHT -    46.1   (meters)      151.    (feet) GPS OBS
 AL8222  ______________________________________________________________________
 AL8222  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8222  GEOID HEIGHT    -        -26.560 (meters)                     GEOID93
 AL8222  GEOID HEIGHT    -        -25.815 (meters)                     GEOID18
 AL8222  NAD 83(2011) X  -    775,459.486 (meters)                     COMP
 AL8222  NAD 83(2011) Y  - -5,580,209.604 (meters)                     COMP
 AL8222  NAD 83(2011) Z  -  2,980,094.052 (meters)                     COMP
 AL8222  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 AL8222
 AL8222  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8222  Standards:
 AL8222         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8222            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8222  -------------------------------------------------------------------
 AL8222  NETWORK    0.74   1.20           0.33   0.27   0.61      0.09191834
 AL8222  -------------------------------------------------------------------
 AL8222  Click here for local accuracies and other accuracy information.
 AL8222
 AL8222.The horizontal coordinates were established by GPS observations
 AL8222.and adjusted by the National Geodetic Survey in June 2012.
 AL8222
 AL8222.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8222.been affixed to the stable North American tectonic plate. See 
 AL8222.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8222
 AL8222.The horizontal coordinates are valid at the epoch date displayed above
 AL8222.which is a decimal equivalence of Year/Month/Day.
 AL8222
 AL8222.The orthometric height was determined by GPS observations and a
 AL8222.high-resolution geoid model.
 AL8222
 AL8222.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8222.GEOID18 height accuracy estimate available here.
 AL8222
 AL8222.Click photographs - Photos may exist for this station.
 AL8222
 AL8222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8222
 AL8222.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8222
 AL8222.The ellipsoidal height was determined by GPS observations
 AL8222.and is referenced to NAD 83.
 AL8222
 AL8222. The following values were computed from the NAD 83(2011) position.
 AL8222
 AL8222;                    North         East     Units Scale Factor Converg.
 AL8222;SPC FL W     -   410,266.341   191,298.227   MT  0.99994211   -0 02 29.8
 AL8222;SPC FL W     - 1,346,015.49    627,617.60   sFT  0.99994211   -0 02 29.8
 AL8222;UTM  17      - 3,101,732.923   393,008.284   MT  0.99974129   -0 30 42.1
 AL8222
 AL8222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8222!SPC FL W     -   0.99999682  x   0.99994211  =   0.99993893
 AL8222!UTM  17      -   0.99999682  x   0.99974129  =   0.99973811
 AL8222
 AL8222:                Primary Azimuth Mark                     Grid Az
 AL8222:SPC FL W     -  10 92 B33                                083 59 42.3
 AL8222:UTM  17      -  10 92 B33                                084 27 54.6
 AL8222
 AL8222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9300801732(NAD 83)
 AL8222
 AL8222|---------------------------------------------------------------------|
 AL8222| PID    Reference Object                     Distance      Geod. Az  |
 AL8222|                                                           dddmmss.s |
 AL8222| AL8223 10 92 B33                           APPROX. 0.8 KM 0835712.5 |
 AL8222| AL8224 10 92 B34                           APPROX. 1.4 KM 0895643.3 |
 AL8222| AL8220 10 92 B30                           APPROX. 0.8 KM 2752712.7 |
 AL8222| AL8221 10 92 B31                           APPROX. 1.2 KM 3132857.2 |
 AL8222|---------------------------------------------------------------------|
 AL8222
 AL8222                          SUPERSEDED SURVEY CONTROL
 AL8222
 AL8222  NAD 83(2007)-  28 02 11.70919(N)    082 05 18.60816(W) AD(2002.00) 0
 AL8222  ELLIP H (02/10/07)   20.291  (m)                       GP(2002.00)    
 AL8222  NAD 83(1999)-  28 02 11.70897(N)    082 05 18.60872(W) AD(       ) 1
 AL8222  ELLIP H (06/19/01)   20.301  (m)                       GP(       ) 4 1
 AL8222  NAD 83(1990)-  28 02 11.70736(N)    082 05 18.60789(W) AD(       ) 1
 AL8222  ELLIP H (07/07/94)   20.312  (m)                       GP(       ) 4 1
 AL8222  NAD 83(1990)-  28 02 11.70782(N)    082 05 18.60769(W) AD(       ) 2
 AL8222
 AL8222.Superseded values are not recommended for survey control.
 AL8222
 AL8222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8222.See file dsdata.pdf to determine how the superseded data were derived.
 AL8222
 AL8222_MARKER: DD = SURVEY DISK
 AL8222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8222_STAMPING: 10-92-B32
 AL8222_MARK LOGO: FLDT
 AL8222_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8222+STABILITY: SURFACE MOTION
 AL8222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8222+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8222
 AL8222  HISTORY     - Date     Condition        Report By
 AL8222  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8222  HISTORY     - 20050102 MARK NOT FOUND   USPSQD
 AL8222
 AL8222                          STATION DESCRIPTION
 AL8222
 AL8222'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8222'23 MI (37.0 KM) EAST OF TAMPA, FROM THE INTERSECTION OF INTERSTATE
 AL8222'HIGHWAY 4 AND PARK ROAD EXIT NO. 14, PROCEED SOUTH ALONG PARK ROAD TO
 AL8222'S. FRONTAGE ROAD (PARALLEL WITH THE EASTBOUND LANES OF I-4), 1 MI
 AL8222'(1.6 KM) WEST ALONG S. FRONTAGE ROAD TO THE INTERSECTION OF SON KEEN
 AL8222'ROAD, THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE
 AL8222'INTERSECTION BETWEEN TWO BILLBOARDS, 34 FT (10.4 M) SOUTH OF THE EDGE
 AL8222'OF PAVEMENT OF S. FRONTAGE ROAD , 28.5 FT (8.7 M) SOUTH OF A 4 FT.
 AL8222'BARBWIRE FENCE AND 63.1 FT (19.2 M) EAST OF THE EAST EDGE OF PAVEMENT
 AL8222'OF SON KEEN ROAD, 47.3 FT (14.4 M) EAST OF THE 4 FT. BARBWIRE FENCE,
 AL8222'36.3 FT (11.1 M) EAST OF THE NORTHEN MOST POLE SUPPORTING A BILLBOARD
 AL8222'PARALLEL WITH SON KEEN ROAD, 226.4 FT (69.0 M) WEST OF THE SOUTHERN
 AL8222'MOST POLE SUPPORTING THE NORTHEASTERN BILLBOARD. THE STATION IS SET
 AL8222'0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 22 TWP.28 S. RGE.22 E.
 AL8222
 AL8222                          STATION RECOVERY (2005)
 AL8222
 AL8222'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 AL8222'STATE DOT HAS REBUILT THE FRONTAGE ROAD AREA. THE BILLBOARDS HAVE BEEN
 AL8222'REMOVED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8223 ***********************************************************************
 AL8223  DESIGNATION -  10 92 B33
 AL8223  PID         -  AL8223
 AL8223  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8223  COUNTRY     -  US
 AL8223  USGS QUAD   -  PLANT CITY EAST (2018)
 AL8223
 AL8223                         *CURRENT SURVEY CONTROL
 AL8223  ______________________________________________________________________
 AL8223* NAD 83(2011) POSITION- 28 02 14.31285(N) 082 04 50.89490(W)   ADJUSTED
 AL8223* NAD 83(2011) ELLIP HT-    18.364 (meters)        (06/27/12)   ADJUSTED
 AL8223* NAD 83(2011) EPOCH   -  2010.00
 AL8223* NAVD 88 ORTHO HEIGHT -    44.2   (meters)      145.    (feet) GPS OBS
 AL8223  ______________________________________________________________________
 AL8223  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8223  GEOID HEIGHT    -        -26.580 (meters)                     GEOID93
 AL8223  GEOID HEIGHT    -        -25.838 (meters)                     GEOID18
 AL8223  NAD 83(2011) X  -    776,203.777 (meters)                     COMP
 AL8223  NAD 83(2011) Y  - -5,580,066.382 (meters)                     COMP
 AL8223  NAD 83(2011) Z  -  2,980,163.901 (meters)                     COMP
 AL8223  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 AL8223
 AL8223  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8223  Standards:
 AL8223         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8223            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8223  -------------------------------------------------------------------
 AL8223  NETWORK    0.70   1.23           0.30   0.27   0.63      0.03059257
 AL8223  -------------------------------------------------------------------
 AL8223  Click here for local accuracies and other accuracy information.
 AL8223
 AL8223.The horizontal coordinates were established by GPS observations
 AL8223.and adjusted by the National Geodetic Survey in June 2012.
 AL8223
 AL8223.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8223.been affixed to the stable North American tectonic plate. See 
 AL8223.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8223
 AL8223.The horizontal coordinates are valid at the epoch date displayed above
 AL8223.which is a decimal equivalence of Year/Month/Day.
 AL8223
 AL8223.The orthometric height was determined by GPS observations and a
 AL8223.high-resolution geoid model.
 AL8223
 AL8223.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8223.GEOID18 height accuracy estimate available here.
 AL8223
 AL8223.Click photographs - Photos may exist for this station.
 AL8223
 AL8223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8223
 AL8223.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8223
 AL8223.The ellipsoidal height was determined by GPS observations
 AL8223.and is referenced to NAD 83.
 AL8223
 AL8223. The following values were computed from the NAD 83(2011) position.
 AL8223
 AL8223;                    North         East     Units Scale Factor Converg.
 AL8223;SPC FL W     -   410,345.964   192,055.159   MT  0.99994196   -0 02 16.7
 AL8223;SPC FL W     - 1,346,276.72    630,100.97   sFT  0.99994196   -0 02 16.7
 AL8223;UTM  17      - 3,101,806.318   393,765.691   MT  0.99973929   -0 30 29.1
 AL8223
 AL8223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8223!SPC FL W     -   0.99999712  x   0.99994196  =   0.99993908
 AL8223!UTM  17      -   0.99999712  x   0.99973929  =   0.99973641
 AL8223
 AL8223:                Primary Azimuth Mark                     Grid Az
 AL8223:SPC FL W     -  10 92 B32                                263 59 42.2
 AL8223:UTM  17      -  10 92 B32                                264 27 54.6
 AL8223
 AL8223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9376501806(NAD 83)
 AL8223
 AL8223|---------------------------------------------------------------------|
 AL8223| PID    Reference Object                     Distance      Geod. Az  |
 AL8223|                                                           dddmmss.s |
 AL8223| AL8222 10 92 B32                           APPROX. 0.8 KM 2635725.5 |
 AL8223| AL8220 10 92 B30                           APPROX. 1.6 KM 2695453.9 |
 AL8223|---------------------------------------------------------------------|
 AL8223
 AL8223                          SUPERSEDED SURVEY CONTROL
 AL8223
 AL8223  NAD 83(2007)-  28 02 14.31299(N)    082 04 50.89579(W) AD(2002.00) 0
 AL8223  ELLIP H (02/10/07)   18.380  (m)                       GP(2002.00)    
 AL8223  NAD 83(1999)-  28 02 14.31269(N)    082 04 50.89641(W) AD(       ) 1
 AL8223  ELLIP H (06/19/01)   18.392  (m)                       GP(       ) 4 1
 AL8223  NAD 83(1990)-  28 02 14.31120(N)    082 04 50.89557(W) AD(       ) 1
 AL8223  ELLIP H (07/07/94)   18.400  (m)                       GP(       ) 4 1
 AL8223  NAD 83(1990)-  28 02 14.31189(N)    082 04 50.89522(W) AD(       ) 2
 AL8223
 AL8223.Superseded values are not recommended for survey control.
 AL8223
 AL8223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8223.See file dsdata.pdf to determine how the superseded data were derived.
 AL8223
 AL8223_MARKER: DD = SURVEY DISK
 AL8223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8223_STAMPING: 10-92-B33
 AL8223_MARK LOGO: FLDT
 AL8223_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8223+STABILITY: SURFACE MOTION
 AL8223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8223+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8223
 AL8223  HISTORY     - Date     Condition        Report By
 AL8223  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8223  HISTORY     - 20050109 MARK NOT FOUND   USPSQD
 AL8223
 AL8223                          STATION DESCRIPTION
 AL8223
 AL8223'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8223'24.3 MI (39.1 KM) EAST OF TAMPA, FROM THE INTERSECTION OF COUNTY LINE
 AL8223'ROAD AND INTERSTATE HIGHWAY 4 PROCEED WEST 1 MI (1.6 KM) ALONG N.
 AL8223'FRONTAGE ROAD TO THE INTERSECTION OF CHARLIE TAYLOR ROAD AND N.
 AL8223'FRONTAGE ROAD (PARALLEL WITH THE WESTBOUND LANES OF I-4), THEN 0.5 MI
 AL8223'(0.8 KM) WEST ALONG N. FRONTAGE ROAD . THE STATION IS ON THE NORTH
 AL8223'SIDE OF N. FRONTAGE ROAD, 21.7 FT (6.6 M) FROM THE EDGE OF PAVEMENT,
 AL8223'93.1 FT (28.4 M) EAST OF  POWERPOLE NO. 9151, 95.8 FT (29.2 M)
 AL8223'NORTHEAST OF POWER POLE NO. 90520. SECTION 23 TWP.28 S. RGE.22 E.
 AL8223
 AL8223                          STATION RECOVERY (2005)
 AL8223
 AL8223'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 AL8223'HIGHWAY COMPLETELY REBUILT AND WIDENED. STATION SHOULD BE CONSIDERED
 AL8223'LOST
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8224 ***********************************************************************
 AL8224  DESIGNATION -  10 92 B34
 AL8224  PID         -  AL8224
 AL8224  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8224  COUNTRY     -  US
 AL8224  USGS QUAD   -  PLANT CITY EAST (2018)
 AL8224
 AL8224                         *CURRENT SURVEY CONTROL
 AL8224  ______________________________________________________________________
 AL8224* NAD 83(2011) POSITION- 28 02 11.75068(N) 082 04 26.15166(W)   ADJUSTED
 AL8224* NAD 83(2011) ELLIP HT-    20.637 (meters)        (06/27/12)   ADJUSTED
 AL8224* NAD 83(2011) EPOCH   -  2010.00
 AL8224* NAVD 88 ORTHO HEIGHT -    46.5   (meters)      153.    (feet) GPS OBS
 AL8224  ______________________________________________________________________
 AL8224  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8224  GEOID HEIGHT    -        -26.590 (meters)                     GEOID93
 AL8224  GEOID HEIGHT    -        -25.853 (meters)                     GEOID18
 AL8224  NAD 83(2011) X  -    776,878.537 (meters)                     COMP
 AL8224  NAD 83(2011) Y  - -5,580,011.936 (meters)                     COMP
 AL8224  NAD 83(2011) Z  -  2,980,095.354 (meters)                     COMP
 AL8224  LAPLACE CORR    -         -2.85  (seconds)                    DEFLEC18
 AL8224
 AL8224  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8224  Standards:
 AL8224         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8224            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8224  -------------------------------------------------------------------
 AL8224  NETWORK    0.70   1.18           0.31   0.26   0.60      0.05525279
 AL8224  -------------------------------------------------------------------
 AL8224  Click here for local accuracies and other accuracy information.
 AL8224
 AL8224.The horizontal coordinates were established by GPS observations
 AL8224.and adjusted by the National Geodetic Survey in June 2012.
 AL8224
 AL8224.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8224.been affixed to the stable North American tectonic plate. See 
 AL8224.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8224
 AL8224.The horizontal coordinates are valid at the epoch date displayed above
 AL8224.which is a decimal equivalence of Year/Month/Day.
 AL8224
 AL8224.The orthometric height was determined by GPS observations and a
 AL8224.high-resolution geoid model.
 AL8224
 AL8224.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8224.GEOID18 height accuracy estimate available here.
 AL8224
 AL8224.Click photographs - Photos may exist for this station.
 AL8224
 AL8224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8224
 AL8224.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8224
 AL8224.The ellipsoidal height was determined by GPS observations
 AL8224.and is referenced to NAD 83.
 AL8224
 AL8224. The following values were computed from the NAD 83(2011) position.
 AL8224
 AL8224;                    North         East     Units Scale Factor Converg.
 AL8224;SPC FL W     -   410,266.668   192,730.892   MT  0.99994183   -0 02 05.1
 AL8224;SPC FL W     - 1,346,016.56    632,317.93   sFT  0.99994183   -0 02 05.1
 AL8224;UTM  17      - 3,101,721.497   394,440.614   MT  0.99973753   -0 30 17.4
 AL8224
 AL8224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8224!SPC FL W     -   0.99999676  x   0.99994183  =   0.99993859
 AL8224!UTM  17      -   0.99999676  x   0.99973753  =   0.99973429
 AL8224
 AL8224:                Primary Azimuth Mark                     Grid Az
 AL8224:SPC FL W     -  10 92 B32                                269 59 13.0
 AL8224:UTM  17      -  10 92 B32                                270 27 25.3
 AL8224
 AL8224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9444001721(NAD 83)
 AL8224
 AL8224|---------------------------------------------------------------------|
 AL8224| PID    Reference Object                     Distance      Geod. Az  |
 AL8224|                                                           dddmmss.s |
 AL8224| AL8222 10 92 B32                           APPROX. 1.4 KM 2695707.9 |
 AL8224| AL8223 10 92 B33                           APPROX. 0.7 KM 2763929.6 |
 AL8224|---------------------------------------------------------------------|
 AL8224
 AL8224                          SUPERSEDED SURVEY CONTROL
 AL8224
 AL8224  NAD 83(2007)-  28 02 11.75082(N)    082 04 26.15255(W) AD(2002.00) 0
 AL8224  ELLIP H (02/10/07)   20.653  (m)                       GP(2002.00)    
 AL8224  NAD 83(1999)-  28 02 11.75054(N)    082 04 26.15316(W) AD(       ) 1
 AL8224  ELLIP H (06/19/01)   20.664  (m)                       GP(       ) 4 1
 AL8224  NAD 83(1990)-  28 02 11.74904(N)    082 04 26.15234(W) AD(       ) 1
 AL8224  ELLIP H (07/07/94)   20.673  (m)                       GP(       ) 4 1
 AL8224  NAD 83(1990)-  28 02 11.74967(N)    082 04 26.15198(W) AD(       ) 2
 AL8224
 AL8224.Superseded values are not recommended for survey control.
 AL8224
 AL8224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8224.See file dsdata.pdf to determine how the superseded data were derived.
 AL8224
 AL8224_MARKER: DD = SURVEY DISK
 AL8224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8224_STAMPING: 10-92-B34
 AL8224_MARK LOGO: FLDT
 AL8224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8224+STABILITY: SURFACE MOTION
 AL8224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8224+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8224
 AL8224  HISTORY     - Date     Condition        Report By
 AL8224  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8224  HISTORY     - 20050102 MARK NOT FOUND   USPSQD
 AL8224
 AL8224                          STATION DESCRIPTION
 AL8224
 AL8224'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8224'24.65 MI (39.67 KM) EAST OF TAMPA, FROM THE INTERSECTION OF COUNTY
 AL8224'LINE ROAD AND INTERSTATE HIGHWAY 4 PROCEED WEST 1 MI (1.6 KM) ALONG
 AL8224'S. FRONTAGE ROAD TO THE INTERSECTION OF CHARLIE TAYLOR ROAD AND S.
 AL8224'FRONTAGE ROAD (PARALLEL WITH THE EASTBOUND LANES OF I-4), THEN 470 FT
 AL8224'(143.3 M) WEST ALONG S. FRONTAGE ROAD. THE STATION IS SOUTH 28.2 FT
 AL8224'(8.6 M) FROM THE SOUTH EDGE OF PAVEMENT OF S. FRONTAGE ROAD, 146.7 FT
 AL8224'(44.7 M) WEST OF A POWERPOLE AND 166.0 FT (50.6 M) SOUTHEAST OF A
 AL8224'POWERPOLE, 66.7 FT (20.3 M) NORTHWEST OF THE WEST CORNER OF A 4 FT.
 AL8224'CHAIN LINK FENCE, 30.6 FT (9.3 M) NORTHEAST OF A CITRUS TREE. THE
 AL8224'STATION IS SET 0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 23 TWP.28
 AL8224'S. RGE.22 E.
 AL8224
 AL8224                          STATION RECOVERY (2005)
 AL8224
 AL8224'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 AL8224'STATE DOT HAS REBUILT FRONTAGE ROADS THIS AREA. EVEN THIS CITRUS TREE
 AL8224'HAS BEEN REMOVED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8225 ***********************************************************************
 AL8225  DESIGNATION -  10 92 B35
 AL8225  PID         -  AL8225
 AL8225  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8225  COUNTRY     -  US
 AL8225  USGS QUAD   -  PLANT CITY EAST (2018)
 AL8225
 AL8225                         *CURRENT SURVEY CONTROL
 AL8225  ______________________________________________________________________
 AL8225* NAD 83(2011) POSITION- 28 02 14.10375(N) 082 03 55.85496(W)   ADJUSTED
 AL8225* NAD 83(2011) ELLIP HT-    15.451 (meters)        (06/27/12)   ADJUSTED
 AL8225* NAD 83(2011) EPOCH   -  2010.00
 AL8225* NAVD 88 ORTHO HEIGHT -    41.4   (meters)      136.    (feet) GPS OBS
 AL8225  ______________________________________________________________________
 AL8225  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8225  GEOID HEIGHT    -        -26.620 (meters)                     GEOID93
 AL8225  GEOID HEIGHT    -        -25.877 (meters)                     GEOID18
 AL8225  NAD 83(2011) X  -    777,692.803 (meters)                     COMP
 AL8225  NAD 83(2011) Y  - -5,579,859.510 (meters)                     COMP
 AL8225  NAD 83(2011) Z  -  2,980,156.851 (meters)                     COMP
 AL8225  LAPLACE CORR    -         -2.82  (seconds)                    DEFLEC18
 AL8225
 AL8225  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8225  Standards:
 AL8225         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8225            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8225  -------------------------------------------------------------------
 AL8225  NETWORK    0.69   1.23           0.30   0.26   0.63      0.04961164
 AL8225  -------------------------------------------------------------------
 AL8225  Click here for local accuracies and other accuracy information.
 AL8225
 AL8225.The horizontal coordinates were established by GPS observations
 AL8225.and adjusted by the National Geodetic Survey in June 2012.
 AL8225
 AL8225.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8225.been affixed to the stable North American tectonic plate. See 
 AL8225.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8225
 AL8225.The horizontal coordinates are valid at the epoch date displayed above
 AL8225.which is a decimal equivalence of Year/Month/Day.
 AL8225
 AL8225.The orthometric height was determined by GPS observations and a
 AL8225.high-resolution geoid model.
 AL8225
 AL8225.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8225.GEOID18 height accuracy estimate available here.
 AL8225
 AL8225.Click photographs - Photos may exist for this station.
 AL8225
 AL8225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8225
 AL8225.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8225
 AL8225.The ellipsoidal height was determined by GPS observations
 AL8225.and is referenced to NAD 83.
 AL8225
 AL8225. The following values were computed from the NAD 83(2011) position.
 AL8225
 AL8225;                    North         East     Units Scale Factor Converg.
 AL8225;SPC FL W     -   410,338.625   193,558.392   MT  0.99994169   -0 01 50.9
 AL8225;SPC FL W     - 1,346,252.64    635,032.82   sFT  0.99994169   -0 01 50.9
 AL8225;UTM  17      - 3,101,786.650   395,268.506   MT  0.99973538   -0 30 03.2
 AL8225
 AL8225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8225!SPC FL W     -   0.99999757  x   0.99994169  =   0.99993926
 AL8225!UTM  17      -   0.99999757  x   0.99973538  =   0.99973295
 AL8225
 AL8225:                Primary Azimuth Mark                     Grid Az
 AL8225:SPC FL W     -  10 92 B36                                100 17 28.3
 AL8225:UTM  17      -  10 92 B36                                100 45 40.6
 AL8225
 AL8225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9526801786(NAD 83)
 AL8225
 AL8225|---------------------------------------------------------------------|
 AL8225| PID    Reference Object                     Distance      Geod. Az  |
 AL8225|                                                           dddmmss.s |
 AL8225| AL8226 10 92 B36                           APPROX. 0.8 KM 1001537.4 |
 AL8225| AL8224 10 92 B34                           APPROX. 0.8 KM 2645957.7 |
 AL8225| AL8223 10 92 B33                           APPROX. 1.5 KM 2701456.1 |
 AL8225|---------------------------------------------------------------------|
 AL8225
 AL8225                          SUPERSEDED SURVEY CONTROL
 AL8225
 AL8225  NAD 83(2007)-  28 02 14.10388(N)    082 03 55.85589(W) AD(2002.00) 0
 AL8225  ELLIP H (02/10/07)   15.467  (m)                       GP(2002.00)    
 AL8225  NAD 83(1999)-  28 02 14.10357(N)    082 03 55.85651(W) AD(       ) 1
 AL8225  ELLIP H (06/19/01)   15.479  (m)                       GP(       ) 4 1
 AL8225  NAD 83(1990)-  28 02 14.10211(N)    082 03 55.85568(W) AD(       ) 1
 AL8225  ELLIP H (07/07/94)   15.488  (m)                       GP(       ) 4 1
 AL8225  NAD 83(1990)-  28 02 14.10282(N)    082 03 55.85523(W) AD(       ) 2
 AL8225
 AL8225.Superseded values are not recommended for survey control.
 AL8225
 AL8225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8225.See file dsdata.pdf to determine how the superseded data were derived.
 AL8225
 AL8225_MARKER: DD = SURVEY DISK
 AL8225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8225_STAMPING: 10-92-B35
 AL8225_MARK LOGO: FLDT
 AL8225_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8225+STABILITY: SURFACE MOTION
 AL8225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8225+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8225
 AL8225  HISTORY     - Date     Condition        Report By
 AL8225  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8225  HISTORY     - 20050109 MARK NOT FOUND   USPSQD
 AL8225
 AL8225                          STATION DESCRIPTION
 AL8225
 AL8225'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8225'25 MI (40.2 KM) EAST OF TAMPA, AND 0.6 MI (1.0 KM) WEST OF COUNTY LINE
 AL8225'ROAD.FROM THE INTERSECTION OF COUNTYLINE ROAD AND INTERSTATE HIGHWAY
 AL8225'4 PROCEED NORTH ALONG COUNTYLINE ROAD TO N. FRONTAGE ROAD, WEST 0.6
 AL8225'MI (1.0 KM) ALONG N. FRONTAGE ROAD. THE STATION IS ON THE RIGHT-
 AL8225'NORTH OF AND 80 FT (24.4 M) WEST OF MILE MARKER NO. 25, 30.5 FT
 AL8225'(9.3 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF N. FRONTAGE ROAD,
 AL8225'LOCATED IN A CLEARING 51.6 FT (15.7 M) NORTH OF 4FT HOGWIRE FENCE,
 AL8225'245.0 FT (74.7 M) EAST OF AN IRON ROD AND CAP NO.2220 LOCATED IN THE
 AL8225'CENTER OF A DIRT ROAD 4.9 FT (1.5 M) NORTH AND 8.2 FT (2.5 M) EAST OF
 AL8225'THE NORTHEAST CORNER OF THE GRAVE OF THOMAS V. LENOIR, JR., 243.5 FT
 AL8225'(74.2 M) WEST OF AN IRON ROD AND CAP NO. 4874 LOCATED IN CENTER OF
 AL8225'GRASS DRIVE 15 FT (4.6 M) WEST OF THE TREE LINE. THE STATION IS SET
 AL8225'0.2 FT (0.1 M) BELOW GROUND LEVEL. SECTION 24 TWP.28 S. RGE.22 E.
 AL8225
 AL8225                          STATION RECOVERY (2005)
 AL8225
 AL8225'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 AL8225'HIGHWAY COMPLETELY REBUILT AND WIDENED. STATION SHOULD BE CONSIDERED
 AL8225'LOST
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8226 ***********************************************************************
 AL8226  DESIGNATION -  10 92 B36
 AL8226  PID         -  AL8226
 AL8226  STATE/COUNTY-  FL/HILLSBOROUGH
 AL8226  COUNTRY     -  US
 AL8226  USGS QUAD   -  PLANT CITY EAST (2018)
 AL8226
 AL8226                         *CURRENT SURVEY CONTROL
 AL8226  ______________________________________________________________________
 AL8226* NAD 83(2011) POSITION- 28 02 09.68206(N) 082 03 28.32973(W)   ADJUSTED
 AL8226* NAD 83(2011) ELLIP HT-    11.430 (meters)        (06/27/12)   ADJUSTED
 AL8226* NAD 83(2011) EPOCH   -  2010.00
 AL8226* NAVD 88 ORTHO HEIGHT -    37.3   (meters)      122.    (feet) GPS OBS
 AL8226  ______________________________________________________________________
 AL8226  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8226  GEOID HEIGHT    -        -26.630 (meters)                     GEOID93
 AL8226  GEOID HEIGHT    -        -25.891 (meters)                     GEOID18
 AL8226  NAD 83(2011) X  -    778,445.756 (meters)                     COMP
 AL8226  NAD 83(2011) Y  - -5,579,815.531 (meters)                     COMP
 AL8226  NAD 83(2011) Z  -  2,980,034.820 (meters)                     COMP
 AL8226  LAPLACE CORR    -         -2.81  (seconds)                    DEFLEC18
 AL8226
 AL8226  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8226  Standards:
 AL8226         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8226            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8226  -------------------------------------------------------------------
 AL8226  NETWORK    0.73   1.22           0.32   0.27   0.62      0.06553040
 AL8226  -------------------------------------------------------------------
 AL8226  Click here for local accuracies and other accuracy information.
 AL8226
 AL8226.The horizontal coordinates were established by GPS observations
 AL8226.and adjusted by the National Geodetic Survey in June 2012.
 AL8226
 AL8226.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8226.been affixed to the stable North American tectonic plate. See 
 AL8226.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8226
 AL8226.The horizontal coordinates are valid at the epoch date displayed above
 AL8226.which is a decimal equivalence of Year/Month/Day.
 AL8226
 AL8226.The orthometric height was determined by GPS observations and a
 AL8226.high-resolution geoid model.
 AL8226
 AL8226.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8226.GEOID18 height accuracy estimate available here.
 AL8226
 AL8226.Click photographs - Photos may exist for this station.
 AL8226
 AL8226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8226
 AL8226.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8226
 AL8226.The ellipsoidal height was determined by GPS observations
 AL8226.and is referenced to NAD 83.
 AL8226
 AL8226. The following values were computed from the NAD 83(2011) position.
 AL8226
 AL8226;                    North         East     Units Scale Factor Converg.
 AL8226;SPC FL W     -   410,202.138   194,310.089   MT  0.99994158   -0 01 37.9
 AL8226;SPC FL W     - 1,345,804.85    637,499.02   sFT  0.99994158   -0 01 37.9
 AL8226;UTM  17      - 3,101,644.030   396,018.902   MT  0.99973345   -0 29 50.2
 AL8226
 AL8226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8226!SPC FL W     -   0.99999820  x   0.99994158  =   0.99993978
 AL8226!UTM  17      -   0.99999820  x   0.99973345  =   0.99973166
 AL8226
 AL8226:                Primary Azimuth Mark                     Grid Az
 AL8226:SPC FL W     -  10 92 B34                                272 20 23.7
 AL8226:UTM  17      -  10 92 B34                                272 48 36.0
 AL8226
 AL8226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9601801644(NAD 83)
 AL8226
 AL8226|---------------------------------------------------------------------|
 AL8226| PID    Reference Object                     Distance      Geod. Az  |
 AL8226|                                                           dddmmss.s |
 AL8226| AL8224 10 92 B34                           APPROX. 1.6 KM 2721845.8 |
 AL8226|---------------------------------------------------------------------|
 AL8226
 AL8226                          SUPERSEDED SURVEY CONTROL
 AL8226
 AL8226  NAD 83(2007)-  28 02 09.68220(N)    082 03 28.33064(W) AD(2002.00) 0
 AL8226  ELLIP H (02/10/07)   11.446  (m)                       GP(2002.00)    
 AL8226  NAD 83(1999)-  28 02 09.68190(N)    082 03 28.33128(W) AD(       ) 1
 AL8226  ELLIP H (06/19/01)   11.458  (m)                       GP(       ) 4 1
 AL8226  NAD 83(1990)-  28 02 09.68042(N)    082 03 28.33045(W) AD(       ) 1
 AL8226  ELLIP H (07/07/94)   11.467  (m)                       GP(       ) 4 1
 AL8226  NAD 83(1990)-  28 02 09.68110(N)    082 03 28.33003(W) AD(       ) 2
 AL8226
 AL8226.Superseded values are not recommended for survey control.
 AL8226
 AL8226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8226.See file dsdata.pdf to determine how the superseded data were derived.
 AL8226
 AL8226_MARKER: DD = SURVEY DISK
 AL8226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8226_STAMPING: 10-92-B36
 AL8226_MARK LOGO: FLDT
 AL8226_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8226+STABILITY: SURFACE MOTION
 AL8226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8226+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8226
 AL8226  HISTORY     - Date     Condition        Report By
 AL8226  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8226  HISTORY     - 20050102 MARK NOT FOUND   USPSQD
 AL8226
 AL8226                          STATION DESCRIPTION
 AL8226
 AL8226'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8226'25.45 MI (40.96 KM) EAST OF TAMPA ALONG INTERSTATE HIGHWAY 4 SOUTH OF
 AL8226'THE OFF-RAMP FOR COUNTY LINE ROAD EXIT NO.15, LOCATED IN A PASTURE
 AL8226'9.0 FT (2.7 M) SOUTH  OF A 4 FT. HOGWIRE FENCE THAT RUNS ALONG THE
 AL8226'SOUTH EDGE OF A DITCH AND CONCRETE SWALE ON S. FRONTAGE ROAD, 850 FT
 AL8226'(259.1 M) WEST OF COUNTY LINE ROAD AND 134.61 FT (41.03 M) SOUTHWEST
 AL8226'OF A PK. NAIL AND TAB AT THE APEX OF THE OFF-RAMP AND FRONTAGE ROAD
 AL8226'AND 122.88 FT (37.45 M) SOUTHEAST OF A PK. NAIL AND TAB SET AT THE
 AL8226'INTERSECTIONS OF CENTERLINES OF FRONTAGE ROAD CROSSING FROM THE
 AL8226'NORTHEAST AND THE EAST-WEST ROAD. THE STATION IS SET 0.2 FT (0.1 M)
 AL8226'BELOW GROUND LEVEL.SECTION 24 TWP.28 S. RGE.22 E.
 AL8226
 AL8226                          STATION RECOVERY (2005)
 AL8226
 AL8226'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 AL8226'STATE DOT HAS REBUILT FRONTAGE ROADS THIS AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8227 ***********************************************************************
 AL8227  DESIGNATION -  10 92 B37
 AL8227  PID         -  AL8227
 AL8227  STATE/COUNTY-  FL/POLK
 AL8227  COUNTRY     -  US
 AL8227  USGS QUAD   -  PLANT CITY EAST (2018)
 AL8227
 AL8227                         *CURRENT SURVEY CONTROL
 AL8227  ______________________________________________________________________
 AL8227* NAD 83(2011) POSITION- 28 02 10.78609(N) 082 02 57.80280(W)   ADJUSTED
 AL8227* NAD 83(2011) ELLIP HT-    13.228 (meters)        (06/27/12)   ADJUSTED
 AL8227* NAD 83(2011) EPOCH   -  2010.00
 AL8227* NAVD 88 ORTHO HEIGHT -    39.2   (meters)      129.    (feet) GPS OBS
 AL8227  ______________________________________________________________________
 AL8227  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8227  GEOID HEIGHT    -        -26.650 (meters)                     GEOID93
 AL8227  GEOID HEIGHT    -        -25.914 (meters)                     GEOID18
 AL8227  NAD 83(2011) X  -    779,269.563 (meters)                     COMP
 AL8227  NAD 83(2011) Y  - -5,579,686.012 (meters)                     COMP
 AL8227  NAD 83(2011) Z  -  2,980,065.662 (meters)                     COMP
 AL8227  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 AL8227
 AL8227  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8227  Standards:
 AL8227         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8227            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8227  -------------------------------------------------------------------
 AL8227  NETWORK    0.71   1.25           0.31   0.27   0.64      0.07731928
 AL8227  -------------------------------------------------------------------
 AL8227  Click here for local accuracies and other accuracy information.
 AL8227
 AL8227.The horizontal coordinates were established by GPS observations
 AL8227.and adjusted by the National Geodetic Survey in June 2012.
 AL8227
 AL8227.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8227.been affixed to the stable North American tectonic plate. See 
 AL8227.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8227
 AL8227.The horizontal coordinates are valid at the epoch date displayed above
 AL8227.which is a decimal equivalence of Year/Month/Day.
 AL8227
 AL8227.The orthometric height was determined by GPS observations and a
 AL8227.high-resolution geoid model.
 AL8227
 AL8227.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8227.GEOID18 height accuracy estimate available here.
 AL8227
 AL8227.Click photographs - Photos may exist for this station.
 AL8227
 AL8227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8227
 AL8227.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8227
 AL8227.The ellipsoidal height was determined by GPS observations
 AL8227.and is referenced to NAD 83.
 AL8227
 AL8227. The following values were computed from the NAD 83(2011) position.
 AL8227
 AL8227;                    North         East     Units Scale Factor Converg.
 AL8227;SPC FL W     -   410,235.755   195,143.856   MT  0.99994147   -0 01 23.6
 AL8227;SPC FL W     - 1,345,915.14    640,234.47   sFT  0.99994147   -0 01 23.6
 AL8227;UTM  17      - 3,101,670.800   396,852.743   MT  0.99973131   -0 29 35.8
 AL8227
 AL8227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8227!SPC FL W     -   0.99999792  x   0.99994147  =   0.99993939
 AL8227!UTM  17      -   0.99999792  x   0.99973131  =   0.99972923
 AL8227
 AL8227:                Primary Azimuth Mark                     Grid Az
 AL8227:SPC FL W     -  10 92 B36                                267 41 28.1
 AL8227:UTM  17      -  10 92 B36                                268 09 40.3
 AL8227
 AL8227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9685201670(NAD 83)
 AL8227
 AL8227|---------------------------------------------------------------------|
 AL8227| PID    Reference Object                     Distance      Geod. Az  |
 AL8227|                                                           dddmmss.s |
 AL8227| AL8226 10 92 B36                           APPROX. 0.8 KM 2674004.5 |
 AL8227| AL8225 10 92 B35                           APPROX. 1.6 KM 2734120.8 |
 AL8227|---------------------------------------------------------------------|
 AL8227
 AL8227                          SUPERSEDED SURVEY CONTROL
 AL8227
 AL8227  NAD 83(2007)-  28 02 10.78623(N)    082 02 57.80372(W) AD(2002.00) 0
 AL8227  ELLIP H (02/10/07)   13.244  (m)                       GP(2002.00)    
 AL8227  NAD 83(1999)-  28 02 10.78591(N)    082 02 57.80437(W) AD(       ) 1
 AL8227  ELLIP H (06/19/01)   13.256  (m)                       GP(       ) 4 1
 AL8227  NAD 83(1990)-  28 02 10.78446(N)    082 02 57.80351(W) AD(       ) 1
 AL8227  ELLIP H (07/07/94)   13.265  (m)                       GP(       ) 4 1
 AL8227  NAD 83(1990)-  28 02 10.78518(N)    082 02 57.80307(W) AD(       ) 2
 AL8227
 AL8227.Superseded values are not recommended for survey control.
 AL8227
 AL8227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8227.See file dsdata.pdf to determine how the superseded data were derived.
 AL8227
 AL8227_MARKER: DD = SURVEY DISK
 AL8227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8227_STAMPING: 10-92-B37
 AL8227_MARK LOGO: FLDT
 AL8227_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8227+STABILITY: SURFACE MOTION
 AL8227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8227+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8227
 AL8227  HISTORY     - Date     Condition        Report By
 AL8227  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8227  HISTORY     - 20050109 MARK NOT FOUND   USPSQD
 AL8227  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL8227
 AL8227                          STATION DESCRIPTION
 AL8227
 AL8227'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8227'26 MI (41.8 KM) EAST OF TAMPA ALONG INTERSTATE HIGHWAY 4, MI EAST OF
 AL8227'COUNTY LINE ROAD IN THE SOUTH RIGHT-OF-WAY OF S. FRONTAGE ROAD, 48.6
 AL8227'FT (14.8 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT AND 79.2 FT (24.1 M)
 AL8227'WEST OF THE WEST EDGE OF PAVEMENT OF A ASPHALT DRIVE ENTRANCE FOR
 AL8227'CARPENTER INSULATION CO., 26.6 FT (8.1 M) SOUTHWEST OF A POWERPOLE
 AL8227'AND 250 FT (76.2 M) NORTHWEST OF THE NORTHWEST CORNER OF CARPENTER
 AL8227'INSULATION CO. BUILDING. THE STATION IS SET 0.2 FT (0.1 M) BELOW
 AL8227'GROUND LEVEL. SECTION 19 TWP.28 S.RGE.23 E.
 AL8227
 AL8227                          STATION RECOVERY (2005)
 AL8227
 AL8227'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 AL8227'AREA IS NOW A HOLDING POND FOR IRRIGATION WATER. STATION SHOULD BE
 AL8227'CONSIDERED LOST
 AL8227
 AL8227                          STATION RECOVERY (2006)
 AL8227
 AL8227'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL8227'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8228 ***********************************************************************
 AL8228  DESIGNATION -  10 92 B38
 AL8228  PID         -  AL8228
 AL8228  STATE/COUNTY-  FL/POLK
 AL8228  COUNTRY     -  US
 AL8228  USGS QUAD   -  PLANT CITY EAST (2018)
 AL8228
 AL8228                         *CURRENT SURVEY CONTROL
 AL8228  ______________________________________________________________________
 AL8228* NAD 83(2011) POSITION- 28 02 10.90622(N) 082 02 33.27616(W)   ADJUSTED
 AL8228* NAD 83(2011) ELLIP HT-    11.667 (meters)        (06/27/12)   ADJUSTED
 AL8228* NAD 83(2011) EPOCH   -  2010.00
 AL8228* NAVD 88 ORTHO HEIGHT -    37.6   (meters)      123.    (feet) GPS OBS
 AL8228  ______________________________________________________________________
 AL8228  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8228  GEOID HEIGHT    -        -26.670 (meters)                     GEOID93
 AL8228  GEOID HEIGHT    -        -25.931 (meters)                     GEOID18
 AL8228  NAD 83(2011) X  -    779,932.599 (meters)                     COMP
 AL8228  NAD 83(2011) Y  - -5,579,590.224 (meters)                     COMP
 AL8228  NAD 83(2011) Z  -  2,980,068.193 (meters)                     COMP
 AL8228  LAPLACE CORR    -         -2.75  (seconds)                    DEFLEC18
 AL8228
 AL8228  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8228  Standards:
 AL8228         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8228            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8228  -------------------------------------------------------------------
 AL8228  NETWORK    0.76   1.23           0.34   0.27   0.63      0.06294964
 AL8228  -------------------------------------------------------------------
 AL8228  Click here for local accuracies and other accuracy information.
 AL8228
 AL8228.The horizontal coordinates were established by GPS observations
 AL8228.and adjusted by the National Geodetic Survey in June 2012.
 AL8228
 AL8228.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8228.been affixed to the stable North American tectonic plate. See 
 AL8228.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8228
 AL8228.The horizontal coordinates are valid at the epoch date displayed above
 AL8228.which is a decimal equivalence of Year/Month/Day.
 AL8228
 AL8228.The orthometric height was determined by GPS observations and a
 AL8228.high-resolution geoid model.
 AL8228
 AL8228.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8228.GEOID18 height accuracy estimate available here.
 AL8228
 AL8228.Click photographs - Photos may exist for this station.
 AL8228
 AL8228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8228
 AL8228.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8228
 AL8228.The ellipsoidal height was determined by GPS observations
 AL8228.and is referenced to NAD 83.
 AL8228
 AL8228. The following values were computed from the NAD 83(2011) position.
 AL8228
 AL8228;                    North         East     Units Scale Factor Converg.
 AL8228;SPC FL W     -   410,239.201   195,813.728   MT  0.99994139   -0 01 12.0
 AL8228;SPC FL W     - 1,345,926.45    642,432.21   sFT  0.99994139   -0 01 12.0
 AL8228;UTM  17      - 3,101,668.750   397,522.479   MT  0.99972961   -0 29 24.3
 AL8228
 AL8228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8228!SPC FL W     -   0.99999817  x   0.99994139  =   0.99993956
 AL8228!UTM  17      -   0.99999817  x   0.99972961  =   0.99972778
 AL8228
 AL8228:                Primary Azimuth Mark                     Grid Az
 AL8228:SPC FL W     -  10 92 B36                                268 35 16.9
 AL8228:UTM  17      -  10 92 B36                                269 03 29.2
 AL8228
 AL8228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9752201668(NAD 83)
 AL8228
 AL8228|---------------------------------------------------------------------|
 AL8228| PID    Reference Object                     Distance      Geod. Az  |
 AL8228|                                                           dddmmss.s |
 AL8228| AL8226 10 92 B36                           APPROX. 1.5 KM 2683404.9 |
 AL8228| AL8227 10 92 B37                           APPROX. 0.7 KM 2694107.2 |
 AL8228|---------------------------------------------------------------------|
 AL8228
 AL8228                          SUPERSEDED SURVEY CONTROL
 AL8228
 AL8228  NAD 83(2007)-  28 02 10.90636(N)    082 02 33.27707(W) AD(2002.00) 0
 AL8228  ELLIP H (02/10/07)   11.682  (m)                       GP(2002.00)    
 AL8228  NAD 83(1999)-  28 02 10.90606(N)    082 02 33.27771(W) AD(       ) 1
 AL8228  ELLIP H (06/19/01)   11.695  (m)                       GP(       ) 4 1
 AL8228  NAD 83(1990)-  28 02 10.90457(N)    082 02 33.27688(W) AD(       ) 1
 AL8228  ELLIP H (07/07/94)   11.703  (m)                       GP(       ) 4 1
 AL8228  NAD 83(1990)-  28 02 10.90525(N)    082 02 33.27646(W) AD(       ) 2
 AL8228
 AL8228.Superseded values are not recommended for survey control.
 AL8228
 AL8228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8228.See file dsdata.pdf to determine how the superseded data were derived.
 AL8228
 AL8228_MARKER: DD = SURVEY DISK
 AL8228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8228_STAMPING: 10-92-B38
 AL8228_MARK LOGO: FLDT
 AL8228_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AL8228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8228+STABILITY: SURFACE MOTION
 AL8228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8228+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8228
 AL8228  HISTORY     - Date     Condition        Report By
 AL8228  HISTORY     - 1992     MONUMENTED       GENGRP
 AL8228  HISTORY     - 20050102 MARK NOT FOUND   USPSQD
 AL8228  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 AL8228
 AL8228                          STATION DESCRIPTION
 AL8228
 AL8228'DESCRIBED BY GENSIS GROUP INCORPORATED SE 1992
 AL8228'26.4 MI (42.5 KM) EAST OF TAMPA ALONG INTERSTATE HIGHWAY 4, FROM THE
 AL8228'INTERSECTION OF COUNTY LINE ROAD AND S. FRONTAGE ROAD 0.8 MI
 AL8228'(1.3 KM) SOUTHEAST ALONG S. FRONTAGE ROAD. THE STATION IS LOCATED IN
 AL8228'A PASTURE, 41.3 FT (12.6 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT, 16
 AL8228'FT (4.9 M) SOUTH OF A 3 FT. BARBWIRE FENCE, 67 FT (20.4 M) SOUTHWEST
 AL8228'OF A POWERPOLE NO.B1285340 CARVED IN POLE, 200 FT (61.0 M) EAST OF A
 AL8228'POWERPOLE, 120 FT (36.6 M) NORTHEAST OF THE SOUTHEAST CORNER OF A
 AL8228'BILLBOARD FLORIDA SIGN PERMIT NO. BC723, 126.4 FT (38.5 M) EAST OF
 AL8228'THE NORTHWEST CORNER OF SAID BILLBOARD FLORIDA SIGN PERMIT NO. BC724
 AL8228'AND 745 FT (227.1 M) EAST OF THE EAST SIDE OF THE DISCOUNT AUTO PARTS
 AL8228'WAREHOUSE. SECTION 19 TWP.28 S.RGE.23 E.
 AL8228
 AL8228                          STATION RECOVERY (2005)
 AL8228
 AL8228'RECOVERY NOTE BY US POWER SQUADRON 2005 (SAO)
 AL8228'I-4 WIDENED AND ALSO MOVED THE FRONTAGE ROAD TO THE SOUTH AND REMOVED
 AL8228'THE BILLBOARD
 AL8228
 AL8228                          STATION RECOVERY (2006)
 AL8228
 AL8228'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AL8228'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL6687 ***********************************************************************
 DL6687  DESIGNATION -  10 93 B14
 DL6687  PID         -  DL6687
 DL6687  STATE/COUNTY-  FL/HILLSBOROUGH
 DL6687  COUNTRY     -  US
 DL6687  USGS QUAD   -  PLANT CITY EAST (2018)
 DL6687
 DL6687                         *CURRENT SURVEY CONTROL
 DL6687  ______________________________________________________________________
 DL6687* NAD 83(1986) POSITION- 28 01 05.3    (N) 082 06 17.1    (W)   HD_HELD2
 DL6687* NAVD 88 ORTHO HEIGHT -    43.521 (meters)      142.79  (feet) ADJUSTED
 DL6687  ______________________________________________________________________
 DL6687  GEOID HEIGHT    -        -25.710 (meters)                     GEOID18
 DL6687  DYNAMIC HEIGHT  -         43.457 (meters)      142.58  (feet) COMP
 DL6687  MODELED GRAVITY -    979,175.6   (mgal)                       NAVD 88
 DL6687
 DL6687  VERT ORDER      -  FIRST     CLASS II
 DL6687
 DL6687.The horizontal coordinates were established by autonomous hand held GPS
 DL6687.observations and have an estimated accuracy of +/- 10 meters.
 DL6687
 DL6687.The orthometric height was determined by differential leveling and
 DL6687.adjusted by the NATIONAL GEODETIC SURVEY
 DL6687.in April 2010.
 DL6687
 DL6687.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6687.GEOID18 height accuracy estimate available here.
 DL6687
 DL6687.Click photographs - Photos may exist for this station.
 DL6687
 DL6687.The dynamic height is computed by dividing the NAVD 88
 DL6687.geopotential number by the normal gravity value computed on the
 DL6687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6687.degrees latitude (g = 980.6199 gals.).
 DL6687
 DL6687.The modeled gravity was interpolated from observed gravity values.
 DL6687
 DL6687;                    North         East    Units  Estimated Accuracy
 DL6687;SPC FL W     -   408,223.      189,699.      MT  (+/- 10 meters HH2 GPS)
 DL6687
 DL6687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9139299703(NAD 83)
 DL6687
 DL6687                          SUPERSEDED SURVEY CONTROL
 DL6687
 DL6687.No superseded survey control is available for this station.
 DL6687
 DL6687_MARKER: DD = SURVEY DISK
 DL6687_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL6687_STAMPING: 10-93-B14
 DL6687_MARK LOGO: FLDT
 DL6687_PROJECTION: RECESSED 10 CENTIMETERS
 DL6687_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL6687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6687+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2009
 DL6687
 DL6687  HISTORY     - Date     Condition        Report By
 DL6687  HISTORY     - UNK      MONUMENTED       FLDT
 DL6687  HISTORY     - 20090924 GOOD             FLDEP
 DL6687
 DL6687                          STATION DESCRIPTION
 DL6687
 DL6687'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DL6687'THE MARK IS ABOUT 9.6 MI (15.4 KM) WEST OF LAKELAND, 7.2 MI (11.6 KM)
 DL6687'EAST-NORTHEAST OF DOVER, 0.5 MI (0.8 KM) EAST OF PLANT CITY, IN
 DL6687'SECTION 27, TOWNSHIP 28 SOUTH, RANGE 22 EAST.
 DL6687'
 DL6687'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 (BAKER
 DL6687'STREET) AND STATE ROAD 601 (PARK ROAD) ON THE EAST SIDE OF PLANT CITY,
 DL6687'GO SOUTH ON SOUTH PARK ROAD FOR 0.05 MI (0.1 KM) TO A RAILROAD
 DL6687'CROSSING AND THE MARK ON THE LEFT, SET IN THE TOP OF A 4-INCH (10 CM)
 DL6687'CONCRETE POST RECESSED 0.4 FT (0.1 M) BELOW THE LEVEL OF THE GROUND
 DL6687'AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF SOUTH PARK ROAD.
 DL6687'
 DL6687'LOCATED 115.0 FT (35.1 M) SOUTH OF THE RAILROAD TRACKS SOUTH RAIL,
 DL6687'40.0 FT (12.2 M) EAST OF THE APPROXIMATE CENTERLINE OF SOUTH PARK ROAD
 DL6687'NORTHBOUND LANES, 38.8 FT (11.8 M) SOUTHEAST OF THE APPROXIMATE CENTER
 DL6687'OF A CONCRETE CULVERT AND 0.8 FT (0.2 M) WEST OF A CARSONITE WITNESS
 DL6687'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG3408 ***********************************************************************
 BG3408  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3408  DESIGNATION -  10 CMP
 BG3408  PID         -  BG3408
 BG3408  STATE/COUNTY-  FL/ESCAMBIA
 BG3408  COUNTRY     -  US
 BG3408  USGS QUAD   -  LILLIAN (2018)
 BG3408
 BG3408                         *CURRENT SURVEY CONTROL
 BG3408  ______________________________________________________________________
 BG3408* NAD 83(1986) POSITION- 30 24 07.     (N) 087 25 35.     (W)   SCALED
 BG3408* NAVD 88 ORTHO HEIGHT -     3.165 (meters)       10.38  (feet) ADJUSTED
 BG3408* NAVD 88 EPOCH        -  2009.55
 BG3408  **This station is located in a suspected subsidence area (see below).
 BG3408  ______________________________________________________________________
 BG3408  GEOID HEIGHT    -        -27.610 (meters)                     GEOID18
 BG3408  DYNAMIC HEIGHT  -          3.161 (meters)       10.37  (feet) COMP
 BG3408  MODELED GRAVITY -    979,340.8   (mgal)                       NAVD 88
 BG3408
 BG3408  VERT ORDER      -  SECOND    CLASS I
 BG3408
 BG3408.The horizontal coordinates were scaled from a map and have
 BG3408.an estimated accuracy of +/- 6 seconds.
 BG3408
 BG3408.** This station is in an area of known vertical motion.  Due to the
 BG3408.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG3408.** determined the orthometric heights for marks in these suspect
 BG3408.** subsidence areas should be considered valid only at the epoch date
 BG3408.** associated with the orthometric height.  These heights must always
 BG3408.** be validated when used as control.  All previously superseded
 BG3408.** orthometric heights are now considered suspect and are available
 BG3408.** in the superseded section.  NGS does not recommend using suspect
 BG3408.** or superseded heights as control.
 BG3408
 BG3408.The orthometric height was determined by differential leveling and
 BG3408.adjusted by the NATIONAL GEODETIC SURVEY
 BG3408.in July 2012.
 BG3408
 BG3408.No vertical observational check was made to the station.
 BG3408
 BG3408.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG3408.GEOID18 height accuracy estimate available here.
 BG3408
 BG3408.This Tidal Bench Mark is designated as VM 10330
 BG3408.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BG3408
 BG3408.Click photographs - Photos may exist for this station.
 BG3408
 BG3408.The dynamic height is computed by dividing the NAVD 88
 BG3408.geopotential number by the normal gravity value computed on the
 BG3408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3408.degrees latitude (g = 980.6199 gals.).
 BG3408
 BG3408.The modeled gravity was interpolated from observed gravity values.
 BG3408
 BG3408;                    North         East    Units  Estimated Accuracy
 BG3408;SPC FL N     -   159,010.      318,830.      MT  (+/- 180 meters Scaled)
 BG3408
 BG3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU590634(NAD 83)
 BG3408
 BG3408                          SUPERSEDED SURVEY CONTROL
 BG3408
 BG3408  NAVD 88 (06/15/91)    3.180  (m)           10.43   (f) SUPERSEDED  2 1
 BG3408
 BG3408.Superseded values are not recommended for survey control.
 BG3408
 BG3408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3408.See file dsdata.pdf to determine how the superseded data were derived.
 BG3408
 BG3408_MARKER: DB = BENCH MARK DISK
 BG3408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG3408_SP_SET: BRIDGE ABUTMENT
 BG3408_STAMPING: 10 CMP 1965
 BG3408_MARK LOGO: USGS
 BG3408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3408+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2011
 BG3408
 BG3408  HISTORY     - Date     Condition        Report By
 BG3408  HISTORY     - 1965     MONUMENTED       USGS
 BG3408  HISTORY     - 1977     GOOD             FLDNR
 BG3408  HISTORY     - 20110317 GOOD             MSSU
 BG3408
 BG3408                          STATION DESCRIPTION
 BG3408
 BG3408'DESCRIBED BY FL DEPT OF NAT RES 1977
 BG3408'9.5 MI WEST FROM WEST PENSACOLA.
 BG3408'FROM THE INTERSECTION OF US 98 AND SR 295 NAVY BOULEVARD, PROCEED WEST
 BG3408'ON US 98 9.5 MILES TO EAST END OF LILLIAN BRIDGE. MARK BEARS 4 FEET
 BG3408'WEST OF EAST END OF ABUTMENT, 2 FEET WEST OF EAST END OF CURB ON THE
 BG3408'NORTH SIDE OF US 98, SET FLUSH IN TOP CENTER OF GUARD RAIL CURB OF
 BG3408'NORTHEAST ABUTMENT.
 BG3408
 BG3408                          STATION RECOVERY (2011)
 BG3408
 BG3408'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2011 (GC)
 BG3408'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1532 ***********************************************************************
 DM1532  DESIGNATION -  10 E02 GPS
 DM1532  PID         -  DM1532
 DM1532  STATE/COUNTY-  FL/HILLSBOROUGH
 DM1532  COUNTRY     -  US
 DM1532  USGS QUAD   -  OLDSMAR (2018)
 DM1532
 DM1532                         *CURRENT SURVEY CONTROL
 DM1532  ______________________________________________________________________
 DM1532* NAD 83(1986) POSITION- 28 01 33.0    (N) 082 37 55.0    (W)   HD_HELD2
 DM1532* NAVD 88 ORTHO HEIGHT -     3.490 (meters)       11.45  (feet) ADJUSTED
 DM1532  ______________________________________________________________________
 DM1532  GEOID HEIGHT    -        -24.971 (meters)                     GEOID18
 DM1532  DYNAMIC HEIGHT  -          3.485 (meters)       11.43  (feet) COMP
 DM1532  MODELED GRAVITY -    979,188.5   (mgal)                       NAVD 88
 DM1532
 DM1532  VERT ORDER      -  SECOND    CLASS I
 DM1532
 DM1532.The horizontal coordinates were established by autonomous hand held GPS
 DM1532.observations and have an estimated accuracy of +/- 10 meters.
 DM1532
 DM1532.The orthometric height was determined by differential leveling and
 DM1532.adjusted by the NATIONAL GEODETIC SURVEY
 DM1532.in September 2010.
 DM1532
 DM1532.No vertical observational check was made to the station.
 DM1532
 DM1532.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1532.GEOID18 height accuracy estimate available here.
 DM1532
 DM1532.Click photographs - Photos may exist for this station.
 DM1532
 DM1532.The dynamic height is computed by dividing the NAVD 88
 DM1532.geopotential number by the normal gravity value computed on the
 DM1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1532.degrees latitude (g = 980.6199 gals.).
 DM1532
 DM1532.The modeled gravity was interpolated from observed gravity values.
 DM1532
 DM1532;                    North         East    Units  Estimated Accuracy
 DM1532;SPC FL W     -   409,233.      137,859.      MT  (+/- 10 meters HH2 GPS)
 DM1532
 DM1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3956901137(NAD 83)
 DM1532
 DM1532                          SUPERSEDED SURVEY CONTROL
 DM1532
 DM1532.No superseded survey control is available for this station.
 DM1532
 DM1532_MARKER: DD = SURVEY DISK
 DM1532_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM1532_SP_SET: BRIDGE SIDEWALK
 DM1532_STAMPING: 10 2001 E02 GPS
 DM1532_MARK LOGO: FLDT
 DM1532_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1532_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1532+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2008
 DM1532
 DM1532  HISTORY     - Date     Condition        Report By
 DM1532  HISTORY     - 2001     MONUMENTED       FLDT
 DM1532  HISTORY     - 20081017 GOOD             FLDEP
 DM1532
 DM1532                          STATION DESCRIPTION
 DM1532
 DM1532'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DM1532'THE MARK IS ABOUT 2.1 MI (3.4 KM) EAST-SOUTHEAST OF OLDSMAR, IN
 DM1532'ESTIMATED SECTION 29, TOWNSHIP 28 SOUTH, RANGE 17 EAST.
 DM1532'
 DM1532'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 580 (WEST
 DM1532'HILLSBOROUGH AVENUE) AND RACETRACK ROAD (THE HILLSBOROUGH-PINELLAS
 DM1532'COUNTY LINE), GO SOUTHEAST ON STATE ROAD 580 (WEST HILLSBOROUGH
 DM1532'AVENUE) FOR 1.15 MI (1.9 KM) TO THE DOUBLE BRANCH BRIDGE AND THE MARK
 DM1532'ON THE LEFT, SET FLUSH IN THE CONCRETE SIDEWALK, LEVEL WITH STATE ROAD
 DM1532'580 (WEST HILLSBOROUGH AVENUE).
 DM1532'
 DM1532'LOCATED 28.0 FT (8.5 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DM1532'STATE ROAD 580 (WEST HILLSBOROUGH AVENUE) WESTBOUND LANES, 6.0 FT (1.8
 DM1532'M) NORTHEAST OF A METAL GUARDRAIL, 5.3 FT (1.6 M) NORTH OF THE
 DM1532'NORTHWEST END OF A CONCRETE GUARD WALL AND 2.1 FT (0.6 M) SOUTHWEST OF
 DM1532'A METAL HAND RAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0807 ***********************************************************************
 AQ0807  DESIGNATION -  10 JAS
 AQ0807  PID         -  AQ0807
 AQ0807  STATE/COUNTY-  FL/LAKE
 AQ0807  COUNTRY     -  US
 AQ0807  USGS QUAD   -  FARLES LAKE (2018)
 AQ0807
 AQ0807                         *CURRENT SURVEY CONTROL
 AQ0807  ______________________________________________________________________
 AQ0807* NAD 83(1986) POSITION- 29 02 51.     (N) 081 38 17.     (W)   SCALED
 AQ0807* NAVD 88 ORTHO HEIGHT -    19.474 (meters)       63.89  (feet) ADJUSTED
 AQ0807  ______________________________________________________________________
 AQ0807  GEOID HEIGHT    -        -28.102 (meters)                     GEOID18
 AQ0807  DYNAMIC HEIGHT  -         19.446 (meters)       63.80  (feet) COMP
 AQ0807  MODELED GRAVITY -    979,224.8   (mgal)                       NAVD 88
 AQ0807
 AQ0807  VERT ORDER      -  FIRST     CLASS II
 AQ0807
 AQ0807.The horizontal coordinates were scaled from a map and have
 AQ0807.an estimated accuracy of +/- 6 seconds.
 AQ0807
 AQ0807.The orthometric height was determined by differential leveling and
 AQ0807.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0807.in June 1991.
 AQ0807
 AQ0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0807.GEOID18 height accuracy estimate available here.
 AQ0807
 AQ0807.Click photographs - Photos may exist for this station.
 AQ0807
 AQ0807.The dynamic height is computed by dividing the NAVD 88
 AQ0807.geopotential number by the normal gravity value computed on the
 AQ0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0807.degrees latitude (g = 980.6199 gals.).
 AQ0807
 AQ0807.The modeled gravity was interpolated from observed gravity values.
 AQ0807
 AQ0807;                    North         East    Units  Estimated Accuracy
 AQ0807;SPC FL E     -   522,460.      137,860.      MT  (+/- 180 meters Scaled)
 AQ0807
 AQ0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN378134(NAD 83)
 AQ0807
 AQ0807                          SUPERSEDED SURVEY CONTROL
 AQ0807
 AQ0807  NGVD 29 (??/??/92)   19.797  (m)           64.95   (f) ADJ UNCH    1 2
 AQ0807
 AQ0807.Superseded values are not recommended for survey control.
 AQ0807
 AQ0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0807.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0807
 AQ0807_MARKER: DD = SURVEY DISK
 AQ0807_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ0807_SP_SET: CULVERT HEADWALL
 AQ0807_STAMPING: 10 JAS 1966 65
 AQ0807_MARK LOGO: USGS
 AQ0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0807+STABILITY: SURFACE MOTION
 AQ0807
 AQ0807  HISTORY     - Date     Condition        Report By
 AQ0807  HISTORY     - 1966     MONUMENTED       USGS
 AQ0807  HISTORY     - 1968     GOOD             CGS
 AQ0807  HISTORY     - 19910303 GOOD             USPSQD
 AQ0807
 AQ0807                          STATION DESCRIPTION
 AQ0807
 AQ0807'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0807'5.6 MI N FROM ALTOONA.
 AQ0807'ABOUT 5.55 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 AQ0807'OF STATE HIGHWAY 42 LEADING EAST AT ALTOONA, ABOUT 0.55 MILE
 AQ0807'NORTH OF THE JUNCTION OF STATE HIGHWAY S 445, SET IN THE TOP OF
 AQ0807'THE NORTH END OF THE EAST 20-FOOT LONG CONCRETE HEAD WALL FOR
 AQ0807'A DOUBLE CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 18 FEET EAST
 AQ0807'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 AQ0807'HIGHWAY.
 AQ0807
 AQ0807                          STATION RECOVERY (1991)
 AQ0807
 AQ0807'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0807'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0241 ***********************************************************************
 BC0241  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0241  DESIGNATION -  10 JWM
 BC0241  PID         -  BC0241
 BC0241  STATE/COUNTY-  FL/DUVAL
 BC0241  COUNTRY     -  US
 BC0241  USGS QUAD   -  TROUT RIVER (2018)
 BC0241
 BC0241                         *CURRENT SURVEY CONTROL
 BC0241  ______________________________________________________________________
 BC0241* NAD 83(1986) POSITION- 30 27 47.80   (N) 081 38 02.80   (W)   HD_HELD1
 BC0241* NAVD 88 ORTHO HEIGHT -     9.403 (meters)       30.85  (feet) ADJUSTED
 BC0241  ______________________________________________________________________
 BC0241  GEOID HEIGHT    -        -28.314 (meters)                     GEOID18
 BC0241  DYNAMIC HEIGHT  -          9.391 (meters)       30.81  (feet) COMP
 BC0241  MODELED GRAVITY -    979,374.4   (mgal)                       NAVD 88
 BC0241
 BC0241  VERT ORDER      -  SECOND    CLASS I
 BC0241
 BC0241.The horizontal coordinates were determined by differentially corrected
 BC0241.hand held GPS observations or other comparable positioning techniques
 BC0241.and have an estimated accuracy of +/- 3 meters.
 BC0241
 BC0241.The orthometric height was determined by differential leveling and
 BC0241.adjusted by the NATIONAL GEODETIC SURVEY
 BC0241.in May 2004.
 BC0241
 BC0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0241.GEOID18 height accuracy estimate available here.
 BC0241
 BC0241.This Tidal Bench Mark is designated as VM 5067
 BC0241.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0241
 BC0241.Click photographs - Photos may exist for this station.
 BC0241
 BC0241.The dynamic height is computed by dividing the NAVD 88
 BC0241.geopotential number by the normal gravity value computed on the
 BC0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0241.degrees latitude (g = 980.6199 gals.).
 BC0241
 BC0241.The modeled gravity was interpolated from observed gravity values.
 BC0241
 BC0241;                    North         East    Units  Estimated Accuracy
 BC0241;SPC FL E     -   679,392.7     139,106.1     MT  (+/- 3 meters HH1 GPS) 
 BC0241
 BC0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3912670292(NAD 83)
 BC0241
 BC0241                          SUPERSEDED SURVEY CONTROL
 BC0241
 BC0241  NAVD 88 (06/15/91)    9.401  (m)           30.84   (f) SUPERSEDED  1 2
 BC0241  NGVD 29 (??/??/92)    9.721  (m)           31.89   (f) SUPERSEDED  1 2
 BC0241  NGVD 29 (09/01/92)    9.721  (m)           31.89   (f) ADJUSTED    1 2
 BC0241
 BC0241.Superseded values are not recommended for survey control.
 BC0241
 BC0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0241.See file dsdata.pdf to determine how the superseded data were derived.
 BC0241
 BC0241_MARKER: DB = BENCH MARK DISK
 BC0241_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC0241_SP_SET: HEADWALL
 BC0241_STAMPING: 10 JWM 1948 32
 BC0241_MARK LOGO: USGS
 BC0241_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0241+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2022
 BC0241
 BC0241  HISTORY     - Date     Condition        Report By
 BC0241  HISTORY     - 1948     MONUMENTED       USGS
 BC0241  HISTORY     - 1954     GOOD             CGS
 BC0241  HISTORY     - 1975     GOOD             NGS
 BC0241  HISTORY     - 1977     GOOD             FLDNR
 BC0241  HISTORY     - 1977     GOOD             FLDNR
 BC0241  HISTORY     - 1984     GOOD             NGS
 BC0241  HISTORY     - 19880202 GOOD             FLDNR
 BC0241  HISTORY     - 19910424 GOOD             NGS
 BC0241  HISTORY     - 20040605 GOOD             FLDEP
 BC0241  HISTORY     - 20170406 GOOD             GEOCAC
 BC0241  HISTORY     - 20200210 GOOD             USPSQD
 BC0241  HISTORY     - 20220227 GOOD             USPSQD
 BC0241
 BC0241                          STATION DESCRIPTION
 BC0241
 BC0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BC0241'AT OCEANWAY.
 BC0241'AT OCEANWAY, ABOUT 0.3 MILE SOUTH ALONG THE SEABOARD AIR LINE
 BC0241'RAILWAY FROM THE SCHOOL, ABOUT 0.1 MILE SOUTH OF MILE POST 624,
 BC0241'IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A 24-INCH
 BC0241'PIPE CULVERT UNDER U.S. HIGHWAY 17, 51 FEET EAST OF EAST RAIL,
 BC0241'28 FEET WEST OF CENTER LINE OF HIGHWAY, 41 FEET NORTHWEST OF
 BC0241'CENTER OF JUNCTION OF HIGHWAY AND ALABAMA AVENUE AND ABOUT 4
 BC0241'FEET BELOW LEVEL OF TRACK.
 BC0241
 BC0241                          STATION RECOVERY (1975)
 BC0241
 BC0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BC0241'RECOVERED IN GOOD CONDITION.
 BC0241
 BC0241                          STATION RECOVERY (1977)
 BC0241
 BC0241'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0241'RECOVERED IN GOOD CONDITION.
 BC0241
 BC0241                          STATION RECOVERY (1977)
 BC0241
 BC0241'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0241'RECOVERED IN GOOD CONDITION.
 BC0241
 BC0241                          STATION RECOVERY (1984)
 BC0241
 BC0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BC0241'MARK IS NOW 0.05 MILE (0.08 KM) WEST-NORTHWEST OF THE OCEAN WAY POST
 BC0241'OFFICE.
 BC0241
 BC0241                          STATION RECOVERY (1988)
 BC0241
 BC0241'RECOVERY NOTE BY FL DEPT OF NAT RES 1988 (RWH)
 BC0241'RECOVERED AS DESCRIBED.
 BC0241
 BC0241                          STATION RECOVERY (1991)
 BC0241
 BC0241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0241'12.1 KM (7.5 MI) NORTHERLY ALONG U.S. HIGHWAY 17 (NORTH MAIN STREET)
 BC0241'FROM THE JUNCTION OF U.S. HIGHWAY 1 ALTERNATE IN JACKSONVILLE, IN
 BC0241'TOP OF AND 0.2 M (0.7 FT) NORTH OF THE SOUTH END OF THE WEST CONCRETE
 BC0241'HEADWALL OF A PIPE CULVERT, 9.2 M (30.2 FT) WEST OF THE HIGHWAY
 BC0241'CENTERLINE, 8.9 M (29.2 FT) NORTH OF THE EXTENDED CENTER OF ALABAMA
 BC0241'AVENUE, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 BC0241
 BC0241                          STATION RECOVERY (2004)
 BC0241
 BC0241'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0241'RECOVERED IN GOOD CONDITION.
 BC0241'
 BC0241'THE MARK IS IN SECTION 37, TOWNSHIP 1 NORTH, RANGE 27 EAST.
 BC0241
 BC0241                          STATION RECOVERY (2017)
 BC0241
 BC0241'RECOVERY NOTE BY GEOCACHING 2017 (RLM)
 BC0241'RECOVERED IN GOOD CONDITION.
 BC0241
 BC0241                          STATION RECOVERY (2020)
 BC0241
 BC0241'RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)
 BC0241'RECOVERED IN GOOD CONDITION.
 BC0241
 BC0241                          STATION RECOVERY (2022)
 BC0241
 BC0241'RECOVERY NOTE BY US POWER SQUADRON 2022 (STH)
 BC0241'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0300 ***********************************************************************
 AF0300  DESIGNATION -  10 KS PIER 1
 AF0300  PID         -  AF0300
 AF0300  STATE/COUNTY-  FL/BREVARD
 AF0300  COUNTRY     -  US
 AF0300  USGS QUAD   -  GRANT (2018)
 AF0300
 AF0300                         *CURRENT SURVEY CONTROL
 AF0300  ______________________________________________________________________
 AF0300* NAD 83(1990) POSITION- 27 55 50.81084(N) 080 32 56.41514(W)   ADJUSTED
 AF0300* NAVD 88 ORTHO HEIGHT -     8.12  (+/-2cm)       26.6   (feet) VERTCON3
 AF0300  ______________________________________________________________________
 AF0300  GEOID HEIGHT    -        -28.022 (meters)                     GEOID18
 AF0300  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 AF0300  HORZ ORDER      -  SECOND
 AF0300  VERT ORDER      -  THIRD ? (See Below)
 AF0300
 AF0300.The horizontal coordinates were established by classical geodetic methods
 AF0300.and adjusted by the National Geodetic Survey in May 1991.
 AF0300
 AF0300.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0300
 AF0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0300.GEOID18 height accuracy estimate available here.
 AF0300
 AF0300.The vertical order pertains to the NGVD 29 superseded value.
 AF0300
 AF0300.Click photographs - Photos may exist for this station.
 AF0300
 AF0300.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0300
 AF0300. The following values were computed from the NAD 83(1990) position.
 AF0300
 AF0300;                    North         East     Units Scale Factor Converg.
 AF0300;SPC FL E     -   398,620.468   244,386.751   MT  0.99996548   +0 12 40.5
 AF0300;SPC FL E     - 1,307,807.32    801,792.20   sFT  0.99996548   +0 12 40.5
 AF0300;UTM  17      - 3,089,616.442   544,371.606   MT  0.99962430   +0 12 40.5
 AF0300
 AF0300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0300!SPC FL E     -   1.00000313  x   0.99996548  =   0.99996861
 AF0300!UTM  17      -   1.00000313  x   0.99962430  =   0.99962742
 AF0300
 AF0300:                Primary Azimuth Mark                     Grid Az
 AF0300:SPC FL E     -  CENTRAL PMSS BM 1962                     341 55 17.8
 AF0300:UTM  17      -  CENTRAL PMSS BM 1962                     341 55 17.8
 AF0300
 AF0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4437189616(NAD 83)
 AF0300
 AF0300|---------------------------------------------------------------------|
 AF0300| PID    Reference Object                     Distance      Geod. Az  |
 AF0300|                                                           dddmmss.s |
 AF0300| AF0297 10KS PIER 2 1962                     70.712 METERS 11708     |
 AF0300| AF0298 10 KS PIER 3                        100.000 METERS 16208     |
 AF0300| AF0299 10K SOUTH PMSS BM 1962               49.999 METERS 16208     |
 AF0300| AF0301 10KS PIER 4 1962                     70.710 METERS 20708     |
 AF0300| AF0308 CENTRAL PMSS BM 1962                APPROX. 3.0 KM 3420758.3 |
 AF0300|---------------------------------------------------------------------|
 AF0300
 AF0300                          SUPERSEDED SURVEY CONTROL
 AF0300
 AF0300  NAD 83(1986)-  27 55 50.81589(N)    080 32 56.43040(W) AD(       ) 2
 AF0300  NAD 27      -  27 55 49.73974(N)    080 32 57.23779(W) AD(       ) 2
 AF0300  NGVD 29               8.55   (m)           28.1    (f) LEVELING    3  
 AF0300
 AF0300.Superseded values are not recommended for survey control.
 AF0300
 AF0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0300.See file dsdata.pdf to determine how the superseded data were derived.
 AF0300
 AF0300_MARKER: Z = SEE DESCRIPTION
 AF0300_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF0300_MAGNETIC: P = MARKER IS A STEEL PIPE
 AF0300_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF0300
 AF0300  HISTORY     - Date     Condition        Report By
 AF0300  HISTORY     - 1962     MONUMENTED       CGS
 AF0300
 AF0300                          STATION DESCRIPTION
 AF0300
 AF0300'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0300'LOCATED AT THE MISTRAM TRACKING SITE, 2 MILES SOUTH OF THE
 AF0300'VALKARIA AIRPORT AND IN AN ANTENNA BUILDING ABOUT 2 MILES SOUTH OF
 AF0300'THE MISTRAM CENTRAL CONTROL BUILDING.  THE MARK IS A ROUND CONCRETE
 AF0300'PIER THAT PROJECTS ABOUT 3 FEET AND AN ADJUSTABLE TRIBRACH BOLTED
 AF0300'ATOP THE PIER WITH A K AND E GLASS TARGET MOUNTED IN THE CENTER
 AF0300'THAT MARKS THE STATION.
 AF0300'
 AF0300'THEODOLITE PIERS 1, 2, 3, AND 4 WERE SET APPROXIMATELY 50 METERS
 AF0300'FROM THE 10 KS PIER, PIERS 1 AND 3 WERE SET ON THE SOUTH BASELINE
 AF0300'AND PIERS 2 AND 4 ARE IN OPPOSITE DIRECTIONS.  THE PIERS ARE A 12
 AF0300'INCH STEEL PIPE 30 FEET LONG, DRIVEN INTO THE GROUND APPROXIMATELY
 AF0300'25 FEET AND FILLED WITH CONCRETE, A SMALL BUILDING HAS BEEN BUILT
 AF0300'OVER EACH PIER.  THE PIERS PROJECT APPROXIMATELY 5 FEET ABOVE
 AF0300'THE SURFACE AND ARE INSULATED.  AN ADJUSTABLE TRIBRACH BOLTED
 AF0300'A-TOP OF EACH PIER AND A K AND E GLASS TARGET MOUNTED IN THE
 AF0300'CENTER OF EACH TRIBRACH THAT MARKS THE STATIONS.  A TRAVERSE
 AF0300'CONNECTION WAS MADE TO THE PIERS AS SHOWN.
 AF0300'
 AF0300'HEIGHT OF LIGHT ABOVE STATION MARK 0.91 METER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0298 ***********************************************************************
 AF0298  DESIGNATION -  10 KS PIER 3
 AF0298  PID         -  AF0298
 AF0298  STATE/COUNTY-  FL/BREVARD
 AF0298  COUNTRY     -  US
 AF0298  USGS QUAD   -  GRANT (2018)
 AF0298
 AF0298                         *CURRENT SURVEY CONTROL
 AF0298  ______________________________________________________________________
 AF0298* NAD 83(1990) POSITION- 27 55 47.71897(N) 080 32 55.29294(W)   ADJUSTED
 AF0298* NAVD 88 ORTHO HEIGHT -     8.12  (+/-2cm)       26.6   (feet) VERTCON3
 AF0298  ______________________________________________________________________
 AF0298  GEOID HEIGHT    -        -28.021 (meters)                     GEOID18
 AF0298  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 AF0298  HORZ ORDER      -  SECOND
 AF0298  VERT ORDER      -  THIRD ? (See Below)
 AF0298
 AF0298.The horizontal coordinates were established by classical geodetic methods
 AF0298.and adjusted by the National Geodetic Survey in May 1991.
 AF0298
 AF0298.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0298
 AF0298.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0298.GEOID18 height accuracy estimate available here.
 AF0298
 AF0298.The vertical order pertains to the NGVD 29 superseded value.
 AF0298
 AF0298.Click photographs - Photos may exist for this station.
 AF0298
 AF0298.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0298
 AF0298. The following values were computed from the NAD 83(1990) position.
 AF0298
 AF0298;                    North         East     Units Scale Factor Converg.
 AF0298;SPC FL E     -   398,525.409   244,417.782   MT  0.99996552   +0 12 41.0
 AF0298;SPC FL E     - 1,307,495.45    801,894.01   sFT  0.99996552   +0 12 41.0
 AF0298;UTM  17      - 3,089,521.415   544,402.627   MT  0.99962433   +0 12 41.0
 AF0298
 AF0298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0298!SPC FL E     -   1.00000313  x   0.99996552  =   0.99996865
 AF0298!UTM  17      -   1.00000313  x   0.99962433  =   0.99962745
 AF0298
 AF0298:                Primary Azimuth Mark                     Grid Az
 AF0298:SPC FL E     -  CENTRAL PMSS BM 1962                     341 55 17.8
 AF0298:UTM  17      -  CENTRAL PMSS BM 1962                     341 55 17.8
 AF0298
 AF0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4440289521(NAD 83)
 AF0298
 AF0298|---------------------------------------------------------------------|
 AF0298| PID    Reference Object                     Distance      Geod. Az  |
 AF0298|                                                           dddmmss.s |
 AF0298| AF0297 10KS PIER 2 1962                     70.714 METERS 02708     |
 AF0298| AF0301 10KS PIER 4 1962                     70.710 METERS 29708     |
 AF0298| AF0308 CENTRAL PMSS BM 1962                APPROX. 3.1 KM 3420758.8 |
 AF0298| AF0299 10K SOUTH PMSS BM 1962               50.000 METERS 34208     |
 AF0298| AF0300 10 KS PIER 1                        100.000 METERS 34208     |
 AF0298|---------------------------------------------------------------------|
 AF0298
 AF0298                          SUPERSEDED SURVEY CONTROL
 AF0298
 AF0298  NAD 83(1986)-  27 55 47.72400(N)    080 32 55.30819(W) AD(       ) 2
 AF0298  NAD 27      -  27 55 46.64778(N)    080 32 56.11560(W) AD(       ) 2
 AF0298  NGVD 29               8.55   (m)           28.1    (f) LEVELING    3  
 AF0298
 AF0298.Superseded values are not recommended for survey control.
 AF0298
 AF0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0298.See file dsdata.pdf to determine how the superseded data were derived.
 AF0298
 AF0298_MARKER: Z = SEE DESCRIPTION
 AF0298_SETTING: 0 = UNSPECIFIED SETTING
 AF0298
 AF0298  HISTORY     - Date     Condition        Report By
 AF0298  HISTORY     - 1962     MONUMENTED       CGS
 AF0298
 AF0298                          STATION DESCRIPTION
 AF0298
 AF0298'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0298'SEE STATION 10 K SOUTH PMSS BM
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA8131 ***********************************************************************
 AA8131  DESIGNATION -  10 RJN
 AA8131  PID         -  AA8131
 AA8131  STATE/COUNTY-  FL/PUTNAM
 AA8131  COUNTRY     -  US
 AA8131  USGS QUAD   -  SATSUMA (2018)
 AA8131
 AA8131                         *CURRENT SURVEY CONTROL
 AA8131  ______________________________________________________________________
 AA8131* NAD 83(2011) POSITION- 29 33 45.82298(N) 081 43 47.85137(W)   ADJUSTED
 AA8131* NAD 83(2011) ELLIP HT-   -20.663 (meters)        (06/27/12)   ADJUSTED
 AA8131* NAD 83(2011) EPOCH   -  2010.00
 AA8131* NAVD 88 ORTHO HEIGHT -     7.684 (meters)       25.21  (feet) ADJUSTED
 AA8131  ______________________________________________________________________
 AA8131  GEOID HEIGHT    -        -28.340 (meters)                     GEOID18
 AA8131  NAD 83(2011) X  -    798,638.035 (meters)                     COMP
 AA8131  NAD 83(2011) Y  - -5,494,575.987 (meters)                     COMP
 AA8131  NAD 83(2011) Z  -  3,128,294.355 (meters)                     COMP
 AA8131  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 AA8131  DYNAMIC HEIGHT  -          7.673 (meters)       25.17  (feet) COMP
 AA8131  MODELED GRAVITY -    979,280.7   (mgal)                       NAVD 88
 AA8131
 AA8131  VERT ORDER      -  SECOND    CLASS I
 AA8131
 AA8131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8131  Standards:
 AA8131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8131  -------------------------------------------------------------------
 AA8131  NETWORK    1.33   2.02           0.55   0.54   1.03      0.07723989
 AA8131  -------------------------------------------------------------------
 AA8131  Click here for local accuracies and other accuracy information.
 AA8131
 AA8131.The horizontal coordinates were established by GPS observations
 AA8131.and adjusted by the National Geodetic Survey in June 2012.
 AA8131
 AA8131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8131.been affixed to the stable North American tectonic plate. See 
 AA8131.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8131
 AA8131.The horizontal coordinates are valid at the epoch date displayed above
 AA8131.which is a decimal equivalence of Year/Month/Day.
 AA8131
 AA8131.The orthometric height was determined by differential leveling and
 AA8131.adjusted by the NATIONAL GEODETIC SURVEY
 AA8131.in September 1997.
 AA8131
 AA8131.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8131.GEOID18 height accuracy estimate available here.
 AA8131
 AA8131.Click photographs - Photos may exist for this station.
 AA8131
 AA8131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8131
 AA8131.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8131
 AA8131.The ellipsoidal height was determined by GPS observations
 AA8131.and is referenced to NAD 83.
 AA8131
 AA8131.The dynamic height is computed by dividing the NAVD 88
 AA8131.geopotential number by the normal gravity value computed on the
 AA8131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8131.degrees latitude (g = 980.6199 gals.).
 AA8131
 AA8131.The modeled gravity was interpolated from observed gravity values.
 AA8131
 AA8131. The following values were computed from the NAD 83(2011) position.
 AA8131
 AA8131;                    North         East     Units Scale Factor Converg.
 AA8131;SPC FL E     -   579,621.768   129,265.450   MT  1.00000289   -0 21 36.6
 AA8131;SPC FL E     - 1,901,642.42    424,098.40   sFT  1.00000289   -0 21 36.6
 AA8131;UTM  17      - 3,270,555.985   429,289.584   MT  0.99966169   -0 21 36.6
 AA8131
 AA8131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8131!SPC FL E     -   1.00000325  x   1.00000289  =   1.00000614
 AA8131!UTM  17      -   1.00000325  x   0.99966169  =   0.99966493
 AA8131
 AA8131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN2928970555(NAD 83)
 AA8131
 AA8131                          SUPERSEDED SURVEY CONTROL
 AA8131
 AA8131  NAD 83(2007)-  29 33 45.82257(N)    081 43 47.85227(W) AD(2002.00) 0
 AA8131  ELLIP H (02/10/07)  -20.629  (m)                       GP(2002.00)    
 AA8131  NAD 83(1999)-  29 33 45.82322(N)    081 43 47.85214(W) AD(       ) 1
 AA8131  ELLIP H (06/19/01)  -20.664  (m)                       GP(       ) 4 1
 AA8131  NAD 83(1990)-  29 33 45.82165(N)    081 43 47.85197(W) AD(       ) 1
 AA8131  ELLIP H (09/22/95)  -20.708  (m)                       GP(       ) 3 2
 AA8131  NAVD 88 (09/22/95)    7.7    (m)  GEOID93  model used  GPS OBS        
 AA8131
 AA8131.Superseded values are not recommended for survey control.
 AA8131
 AA8131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8131.See file dsdata.pdf to determine how the superseded data were derived.
 AA8131
 AA8131_MARKER: DB = BENCH MARK DISK
 AA8131_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA8131_SP_SET: CULVERT HEADWALL
 AA8131_STAMPING: 10 RJN 1967 26
 AA8131_MARK LOGO: USGS
 AA8131_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8131+STABILITY: SURFACE MOTION
 AA8131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8131+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1996
 AA8131
 AA8131  HISTORY     - Date     Condition        Report By
 AA8131  HISTORY     - 1967     MONUMENTED       USGS
 AA8131  HISTORY     - 19950227 GOOD             KEISCH
 AA8131  HISTORY     - 19960807 GOOD             FLDEP
 AA8131
 AA8131                          STATION DESCRIPTION
 AA8131
 AA8131'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1995 (RTS)
 AA8131'THE STATION IS ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF PALATKA IN THE
 AA8131'SOUTHEAST RIGHT-OF-WAY OF STATE ROAD 19 IN SECTION 6, TOWNSHIP 11
 AA8131'SOUTH, RANGE 26 EAST. TO REACH THE STATION FROM THE INTERSECTION OF
 AA8131'STATE ROAD 100 AND STATE ROAD 19 IN PALATKA, GO SOUTHWEST ON STATE
 AA8131'ROAD 19 FOR 7.3 MI (11.7 KM) TO THE STATION ON THE LEFT, A U.S.
 AA8131'GEOLOGICAL DISK SET IN THE TOP OF A CONCRETE HEADWALL. LOCATED 17.0 FT
 AA8131'(5.2 M) SOUTHEAST OF THE SOUTHEAST EDGE OF PAVMENT, 1.0 FT (0.3 M)
 AA8131'NORTHWEST OF A CARSONITE WITNESS POST AND 0.5 FT (0.2 M) (15.2 CM)
 AA8131'WEST OF A CARSONITE WITNESS POST. SET NAIL AND DISC (KEITH AND SCHNARS
 AA8131'PA) AT THE EDGE OF THE PAVEMENT, WITH A MAGNETIC AZIMUTH OF 321
 AA8131'DEGREES AT 17.10 FT (5.21 M), SET NAIL AND DISC (KEITH AND SCHNARS PA)
 AA8131'AT THE EDGE OF THE PAVEMENT, WITH A MAGNETIC AZIMUTH OF 17 DEGREES AT
 AA8131'33.52 FT (10.22 M), SET X-CUT IN THE TOP OF THE CONCRETE HEADWALL,
 AA8131'WITH A MAGNETIC AZIMUTH OF 225 DEGREES AT 12.29 FT (3.75 M).
 AA8131
 AA8131                          STATION RECOVERY (1996)
 AA8131
 AA8131'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AA8131'THE MARK IS ABOUT 14.2 MI (22.9 KM) NORTH OF SALT SPRINGS, 10.2
 AA8131'SOUTHWEST OF PALATKA IN SECTION 37, TOWNSHIP 11 SOUTH, RANGE 26 EAST.
 AA8131'TO REACH THE MARK FROM THE CITY HALL IN PALATKA ON U.S. HIGHWAY 17
 AA8131'(REID STREET, STATE ROAD 100), GO WEST ON U.S. HIGHWAY 17 (REID
 AA8131'STREET, STATE ROAD 100) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF STATE
 AA8131'ROAD 100 ON THE LEFT, TURN LEFT ON STATE ROAD 100 AND GO NORHTWEST FOR
 AA8131'0.8 MI (1.3 KM) TO THE INTERSECTION OF STATE ROAD 19, TURN LEFT ON
 AA8131'STATE ROAD 19 AND GO SOUTH-SOUTHWEST FOR 7.95 MI (12.79 KM) TO THE
 AA8131'MARK ON THE LEFT, SET IN THE CONCRETE CULVERT HEADWALL ABOUT 1.0 FT
 AA8131'(0.3 M) BELOW THE LEVEL OF STATE ROAD 19. LOCATED 29.0 FT (8.8 M)
 AA8131'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 19, 24.2 FT (7.4
 AA8131'M) NORTHWEST OF AN OLD BARBED WIRE FENCE LINE, 13.6 FT (4.1 M)
 AA8131'NORTHWEST OF THE SOUTH END OF THE CULVERT HEADWALL AND 0.6 FT (18.3
 AA8131'CM) NORTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6854 ***********************************************************************
 AG6854  DESIGNATION -  10 ST PETERSBURG
 AG6854  PID         -  AG6854
 AG6854  STATE/COUNTY-  FL/PINELLAS
 AG6854  COUNTRY     -  US
 AG6854  USGS QUAD   -  PORT TAMPA (2018)
 AG6854
 AG6854                         *CURRENT SURVEY CONTROL
 AG6854  ______________________________________________________________________
 AG6854* NAD 83(1986) POSITION- 27 47 49.     (N) 082 37 15.     (W)   SCALED
 AG6854* NAVD 88 ORTHO HEIGHT -     1.055 (meters)        3.46  (feet) ADJUSTED
 AG6854  ______________________________________________________________________
 AG6854  GEOID HEIGHT    -        -24.598 (meters)                     GEOID18
 AG6854  DYNAMIC HEIGHT  -          1.053 (meters)        3.45  (feet) COMP
 AG6854  MODELED GRAVITY -    979,175.6   (mgal)                       NAVD 88
 AG6854
 AG6854  VERT ORDER      -  SECOND    CLASS II
 AG6854
 AG6854.The horizontal coordinates were scaled from a map and have
 AG6854.an estimated accuracy of +/- 6 seconds.
 AG6854
 AG6854.The orthometric height was determined by differential leveling and
 AG6854.adjusted by the NATIONAL GEODETIC SURVEY
 AG6854.in June 1991.
 AG6854
 AG6854.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6854.GEOID18 height accuracy estimate available here.
 AG6854
 AG6854.Click photographs - Photos may exist for this station.
 AG6854
 AG6854.The dynamic height is computed by dividing the NAVD 88
 AG6854.geopotential number by the normal gravity value computed on the
 AG6854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6854.degrees latitude (g = 980.6199 gals.).
 AG6854
 AG6854.The modeled gravity was interpolated from observed gravity values.
 AG6854
 AG6854;                    North         East    Units  Estimated Accuracy
 AG6854;SPC FL W     -   383,860.      138,820.      MT  (+/- 180 meters Scaled)
 AG6854
 AG6854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL403757(NAD 83)
 AG6854
 AG6854                          SUPERSEDED SURVEY CONTROL
 AG6854
 AG6854  NGVD 29 (??/??/92)    1.319  (m)            4.33   (f) ADJ UNCH    2 2
 AG6854
 AG6854.Superseded values are not recommended for survey control.
 AG6854
 AG6854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6854.See file dsdata.pdf to determine how the superseded data were derived.
 AG6854
 AG6854_MARKER: DD = SURVEY DISK
 AG6854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6854+STABILITY: SURFACE MOTION
 AG6854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6854+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AG6854
 AG6854  HISTORY     - Date     Condition        Report By
 AG6854  HISTORY     - UNK      MONUMENTED       FL2730
 AG6854  HISTORY     - 1975     GOOD             FLDT
 AG6854  HISTORY     - 19980413 GOOD             USPSQD
 AG6854  HISTORY     - 20031030 GOOD             USPSQD
 AG6854  HISTORY     - 20070228 GOOD             USPSQD
 AG6854
 AG6854                          STATION DESCRIPTION
 AG6854
 AG6854'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6854'AT ST PETERSBURG.
 AG6854'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD.  (S.R.
 AG6854'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET
 AG6854'N. FOR 5.10 MILE TO THE INTERSECTION OF 22ND AVE. N., TURN LEFT
 AG6854'ON 22ND AVE. N. AND RUN EASTERLY FOR 0.65 MILE TO THE T JUNCTION
 AG6854'OF COFFEE POT BLVD., TURN RIGHT AND RUN SOUTHERLY FOR 0.1 MILE TO
 AG6854'THE INTERSECTION OF 21ST AVE. N. (SNELL ISLE BLVD.), TURN LEFT
 AG6854'ON SNELL ISLE BLVD. AND RUN EASTERLY FOR 0.5 MILE.  STATION ON
 AG6854'LEFT, AT THE NE END OF TRAFFIC ISLAND (IN FRONT OF THE SUNSET
 AG6854'COUNTRY CLUB), 72.5 FT. NW OF THE CENTERLINE OF THE NE BOUND LANE
 AG6854'OF SNELL ISLE BLVD., 38.0 FT. SW OF THE CENTERLINE OF SNELL
 AG6854'ISLE BLVD., 78.5 FT. SE OF THE CENTERLINE OF THE SW BOUND LANE
 AG6854'OF SNELL ISLE BLVD., 91.1 FT. SOUTH OF A LIGHT POLE, NUMBER 1-7366,
 AG6854'15.7 FT. SW OF THE BACK OF THE CURB, 8.1 FT. EAST OF AN 8 INCH
 AG6854'PALM TREE.  SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 AG6854'GROUND.  SECTION 8, T 31S, R 17E
 AG6854
 AG6854                          STATION RECOVERY (1998)
 AG6854
 AG6854'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG6854'RECOVERED IN GOOD CONDITION.
 AG6854
 AG6854                          STATION RECOVERY (2003)
 AG6854
 AG6854'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG6854'CHANGE DESCRIPTION TO READ-  ...78.5 FT SE OF THE CENTERLINE OF THE SW
 AG6854'BOUND LANE OF SNELL ISLE BLVD,4.5 FT SW OF THE BACK OF CURB, 0.3 FT NW
 AG6854'OF THE SE EDGE OF THE SIDEWALK.  SET IN TOP OF A CONCRETE POST THAT IS
 AG6854'FLUSH WITH THE SIDEWALK. ...
 AG6854
 AG6854                          STATION RECOVERY (2007)
 AG6854
 AG6854'RECOVERY NOTE BY US POWER SQUADRON 2007 (HOH)
 AG6854'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2717 ***********************************************************************
 AK2717  DESIGNATION -  10.07
 AK2717  PID         -  AK2717
 AK2717  STATE/COUNTY-  FL/BREVARD
 AK2717  COUNTRY     -  US
 AK2717  USGS QUAD   -  COCOA (2018)
 AK2717
 AK2717                         *CURRENT SURVEY CONTROL
 AK2717  ______________________________________________________________________
 AK2717* NAD 83(1986) POSITION- 28 21 21.42   (N) 080 43 14.13   (W)   HD_HELD1
 AK2717* NAVD 88 ORTHO HEIGHT -     2.661 (meters)        8.73  (feet) ADJUSTED
 AK2717  ______________________________________________________________________
 AK2717  GEOID HEIGHT    -        -28.183 (meters)                     GEOID18
 AK2717  DYNAMIC HEIGHT  -          2.657 (meters)        8.72  (feet) COMP
 AK2717  MODELED GRAVITY -    979,205.0   (mgal)                       NAVD 88
 AK2717
 AK2717  VERT ORDER      -  FIRST     CLASS II
 AK2717
 AK2717.The horizontal coordinates were determined by differentially corrected
 AK2717.hand held GPS observations or other comparable positioning techniques
 AK2717.and have an estimated accuracy of +/- 3 meters.
 AK2717
 AK2717.The orthometric height was determined by differential leveling and
 AK2717.adjusted by the NATIONAL GEODETIC SURVEY
 AK2717.in April 2009.
 AK2717
 AK2717.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2717.GEOID18 height accuracy estimate available here.
 AK2717
 AK2717.Click photographs - Photos may exist for this station.
 AK2717
 AK2717.The dynamic height is computed by dividing the NAVD 88
 AK2717.geopotential number by the normal gravity value computed on the
 AK2717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2717.degrees latitude (g = 980.6199 gals.).
 AK2717
 AK2717.The modeled gravity was interpolated from observed gravity values.
 AK2717
 AK2717;                    North         East    Units  Estimated Accuracy
 AK2717;SPC FL E     -   445,685.6     227,390.7     MT  (+/- 3 meters HH1 GPS) 
 AK2717
 AK2717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2738136665(NAD 83)
 AK2717
 AK2717                          SUPERSEDED SURVEY CONTROL
 AK2717
 AK2717  NAVD 88 (06/15/91)    2.651  (m)            8.70   (f) SUPERSEDED  1 2
 AK2717  NGVD 29 (??/??/92)    3.073  (m)           10.08   (f) SUPERSEDED  1 2
 AK2717  NGVD 29 (09/01/92)    3.073  (m)           10.08   (f) ADJUSTED    1 2
 AK2717
 AK2717.Superseded values are not recommended for survey control.
 AK2717
 AK2717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2717.See file dsdata.pdf to determine how the superseded data were derived.
 AK2717
 AK2717_MARKER: DD = SURVEY DISK
 AK2717_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AK2717_SP_SET: ABUTMENT
 AK2717_STAMPING: 70 92 10.07 GPS 15
 AK2717_MARK LOGO: FLSRD
 AK2717_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK2717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK2717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK2717+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2020
 AK2717
 AK2717  HISTORY     - Date     Condition        Report By
 AK2717  HISTORY     - 1953     MONUMENTED       FLSRD
 AK2717  HISTORY     - 1953     GOOD             CGS
 AK2717  HISTORY     - 1959     GOOD             CGS
 AK2717  HISTORY     - 1986     GOOD             FLDNR
 AK2717  HISTORY     - 1987     GOOD             USPSQD
 AK2717  HISTORY     - 19970425 GOOD             USPSQD
 AK2717  HISTORY     - 20020414 GOOD             USPSQD
 AK2717  HISTORY     - 20030810 GOOD             USPSQD
 AK2717  HISTORY     - 20060328 GOOD             FLDEP
 AK2717  HISTORY     - 20060609 GOOD             GEOCAC
 AK2717  HISTORY     - 20090118 GOOD             GEOCAC
 AK2717  HISTORY     - 20200710 GOOD             GEOCAC
 AK2717
 AK2717                          STATION DESCRIPTION
 AK2717
 AK2717'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AK2717'ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 520 FROM THE CITY HALL
 AK2717'AT COCOA, IN THE TOP OF SOUTH CURBING OVER WEST ABUTMENT OF
 AK2717'BRIDGE NO. 61 OVER INDIAN RIVER, 12 1/2 FEET SOUTH OF CENTER
 AK2717'LINE OF HIGHWAY AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
 AK2717
 AK2717                          STATION RECOVERY (1959)
 AK2717
 AK2717'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 AK2717'RECOVERED IN GOOD CONDITION.
 AK2717
 AK2717                          STATION RECOVERY (1986)
 AK2717
 AK2717'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK2717'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS IN
 AK2717'THE OLD BRIDGE, ABOUT 350 FEET SOUTH OF THE NEW BRIDGE.
 AK2717
 AK2717                          STATION RECOVERY (1987)
 AK2717
 AK2717'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK2717'RECOVERED IN GOOD CONDITION.
 AK2717
 AK2717                          STATION RECOVERY (1997)
 AK2717
 AK2717'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK2717'RECOVERED IN GOOD CONDITION.
 AK2717
 AK2717                          STATION RECOVERY (2002)
 AK2717
 AK2717'RECOVERY NOTE BY US POWER SQUADRON 2002 (GVK)
 AK2717'RECOVERED IN GOOD CONDITION.
 AK2717
 AK2717                          STATION RECOVERY (2003)
 AK2717
 AK2717'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA)
 AK2717'SATELLITE OBSERVATION IS QUESTIONABLE DUE TO HWY 520 BRIDGE.
 AK2717
 AK2717                          STATION RECOVERY (2006)
 AK2717
 AK2717'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK2717'RECOVERED AS DESCRIBED.
 AK2717
 AK2717                          STATION RECOVERY (2006)
 AK2717
 AK2717'RECOVERY NOTE BY GEOCACHING 2006 (NJE)
 AK2717'RECOVERED IN GOOD CONDITION.
 AK2717
 AK2717                          STATION RECOVERY (2009)
 AK2717
 AK2717'RECOVERY NOTE BY GEOCACHING 2009 (EP)
 AK2717'IN SOUTH SIDEWALK OF WEST END OF OLD BRIDGE
 AK2717
 AK2717                          STATION RECOVERY (2020)
 AK2717
 AK2717'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK2717'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2718 ***********************************************************************
 AK2718  DESIGNATION -  10.11
 AK2718  PID         -  AK2718
 AK2718  STATE/COUNTY-  FL/BREVARD
 AK2718  COUNTRY     -  US
 AK2718  USGS QUAD   -  COCOA (2018)
 AK2718
 AK2718                         *CURRENT SURVEY CONTROL
 AK2718  ______________________________________________________________________
 AK2718* NAD 83(1986) POSITION- 28 21 22.02   (N) 080 42 58.05   (W)   HD_HELD1
 AK2718* NAVD 88 ORTHO HEIGHT -     2.666 (meters)        8.75  (feet) ADJUSTED
 AK2718  ______________________________________________________________________
 AK2718  GEOID HEIGHT    -        -28.185 (meters)                     GEOID18
 AK2718  DYNAMIC HEIGHT  -          2.662 (meters)        8.73  (feet) COMP
 AK2718  MODELED GRAVITY -    979,205.4   (mgal)                       NAVD 88
 AK2718
 AK2718  VERT ORDER      -  FIRST     CLASS II
 AK2718
 AK2718.The horizontal coordinates were determined by differentially corrected
 AK2718.hand held GPS observations or other comparable positioning techniques
 AK2718.and have an estimated accuracy of +/- 3 meters.
 AK2718
 AK2718.The orthometric height was determined by differential leveling and
 AK2718.adjusted by the NATIONAL GEODETIC SURVEY
 AK2718.in June 1991.
 AK2718
 AK2718.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2718.GEOID18 height accuracy estimate available here.
 AK2718
 AK2718.Click photographs - Photos may exist for this station.
 AK2718
 AK2718.The dynamic height is computed by dividing the NAVD 88
 AK2718.geopotential number by the normal gravity value computed on the
 AK2718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2718.degrees latitude (g = 980.6199 gals.).
 AK2718
 AK2718.The modeled gravity was interpolated from observed gravity values.
 AK2718
 AK2718;                    North         East    Units  Estimated Accuracy
 AK2718;SPC FL E     -   445,705.1     227,828.6     MT  (+/- 3 meters HH1 GPS) 
 AK2718
 AK2718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2781936684(NAD 83)
 AK2718
 AK2718                          SUPERSEDED SURVEY CONTROL
 AK2718
 AK2718  NGVD 29 (??/??/92)    3.089  (m)           10.13   (f) ADJ UNCH    1 2
 AK2718
 AK2718.Superseded values are not recommended for survey control.
 AK2718
 AK2718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2718.See file dsdata.pdf to determine how the superseded data were derived.
 AK2718
 AK2718_MARKER: DD = SURVEY DISK
 AK2718_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK2718_SP_SET: BRIDGE
 AK2718_STAMPING: 10.11
 AK2718_MARK LOGO: FLSRD
 AK2718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK2718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK2718+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2020
 AK2718
 AK2718  HISTORY     - Date     Condition        Report By
 AK2718  HISTORY     - 1970     MONUMENTED       FLDT
 AK2718  HISTORY     - 1970     GOOD             NGS
 AK2718  HISTORY     - 1971     GOOD             NGS
 AK2718  HISTORY     - 1987     POOR             USPSQD
 AK2718  HISTORY     - 19970425 POOR             USPSQD
 AK2718  HISTORY     - 20030810 GOOD             USPSQD
 AK2718  HISTORY     - 20060131 POOR             USPSQD
 AK2718  HISTORY     - 20090116 GOOD             GEOCAC
 AK2718  HISTORY     - 20150605 GOOD             FL-009
 AK2718  HISTORY     - 20200722 GOOD             GEOCAC
 AK2718
 AK2718                          STATION DESCRIPTION
 AK2718
 AK2718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK2718'0.7 MI W FROM MERRITT ISLAND.
 AK2718'ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 520 FROM THE JUNCTION
 AK2718'OF STATE HIGHWAY 3 S AT MERRITT ISLAND, THENCE 0.15 MILE WEST
 AK2718'ALONG OLD HIGHWAY 520, 12.5 FEET SOUTH OF THE CENTER LINE OF
 AK2718'THE OLD HIGHWAY, SET ON THE TOP OF THE SOUTH CURBING OVER THE
 AK2718'EAST ABUTMENT OF THE OLD BRIDGE OVER THE INDIAN RIVER AND ABOUT
 AK2718'1/2 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.  SEC 34, T24S, R36E.
 AK2718'NOTE-- THE BRIDGE IS NOW ABANDONED FOR HIGHWAY TRAFFIC AND IS
 AK2718'USED AS A FISHING PIER ONLY.
 AK2718
 AK2718                          STATION RECOVERY (1971)
 AK2718
 AK2718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2718'RECOVERED IN GOOD CONDITION.
 AK2718
 AK2718                          STATION RECOVERY (1987)
 AK2718
 AK2718'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK2718'MARK RECOVERED IN POOR CONDITION.
 AK2718
 AK2718                          STATION RECOVERY (1997)
 AK2718
 AK2718'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK2718'MARK RECOVERED IN POOR CONDITION.
 AK2718
 AK2718                          STATION RECOVERY (2003)
 AK2718
 AK2718'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA)
 AK2718'MARK IS IN GOOD CONDITION BUT STAMPING IS DIFFICULT TO READ
 AK2718
 AK2718                          STATION RECOVERY (2006)
 AK2718
 AK2718'RECOVERY NOTE BY US POWER SQUADRON 2006 (MAM)
 AK2718'DISC IS WORN AND DIFFICULT TO READ.
 AK2718
 AK2718                          STATION RECOVERY (2009)
 AK2718
 AK2718'RECOVERY NOTE BY GEOCACHING 2009 (EP)
 AK2718'MARK IS ONE FOOT WEST OF END OF WALKWAY, 1 FOOT SW OF METAL FENCE RAIL
 AK2718'AND 1 FOOT NORTH OF BRIDGE ABUTMENT STAMPED H-20.
 AK2718
 AK2718                          STATION RECOVERY (2015)
 AK2718
 AK2718'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2015 (SRV)
 AK2718'RECOVERED IN GOOD CONDITION.
 AK2718
 AK2718                          STATION RECOVERY (2020)
 AK2718
 AK2718'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK2718'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0924 ***********************************************************************
 AK0924  TIDAL BM    -  This is a Tidal Bench Mark.
 AK0924  DESIGNATION -  10.18
 AK0924  PID         -  AK0924
 AK0924  STATE/COUNTY-  FL/BREVARD
 AK0924  COUNTRY     -  US
 AK0924  USGS QUAD   -  TITUSVILLE (2018)
 AK0924
 AK0924                         *CURRENT SURVEY CONTROL
 AK0924  ______________________________________________________________________
 AK0924* NAD 83(1986) POSITION- 28 37 09.94   (N) 080 48 00.32   (W)   HD_HELD1
 AK0924* NAVD 88 ORTHO HEIGHT -     2.701 (meters)        8.86  (feet) ADJUSTED
 AK0924  ______________________________________________________________________
 AK0924  GEOID HEIGHT    -        -28.035 (meters)                     GEOID18
 AK0924  DYNAMIC HEIGHT  -          2.697 (meters)        8.85  (feet) COMP
 AK0924  MODELED GRAVITY -    979,233.6   (mgal)                       NAVD 88
 AK0924
 AK0924  VERT ORDER      -  FIRST     CLASS II
 AK0924
 AK0924.The horizontal coordinates were determined by differentially corrected
 AK0924.hand held GPS observations or other comparable positioning techniques
 AK0924.and have an estimated accuracy of +/- 3 meters.
 AK0924
 AK0924.The orthometric height was determined by differential leveling and
 AK0924.adjusted by the NATIONAL GEODETIC SURVEY
 AK0924.in May 1994.
 AK0924
 AK0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0924.GEOID18 height accuracy estimate available here.
 AK0924
 AK0924.This Tidal Bench Mark is designated as VM 5346
 AK0924.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK0924
 AK0924.Click photographs - Photos may exist for this station.
 AK0924
 AK0924.The dynamic height is computed by dividing the NAVD 88
 AK0924.geopotential number by the normal gravity value computed on the
 AK0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0924.degrees latitude (g = 980.6199 gals.).
 AK0924
 AK0924.The modeled gravity was interpolated from observed gravity values.
 AK0924
 AK0924;                    North         East    Units  Estimated Accuracy
 AK0924;SPC FL E     -   474,869.0     219,548.9     MT  (+/- 3 meters HH1 GPS) 
 AK0924
 AK0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1954265838(NAD 83)
 AK0924
 AK0924                          SUPERSEDED SURVEY CONTROL
 AK0924
 AK0924  NAVD 88 (06/15/91)    2.690  (m)            8.83   (f) SUPERSEDED  1 2
 AK0924  NGVD 29 (??/??/92)    3.078  (m)           10.10   (f) SUPERSEDED  1 2
 AK0924  NGVD 29 (09/01/92)    3.092  (m)           10.14   (f) ADJUSTED    1 2
 AK0924
 AK0924.Superseded values are not recommended for survey control.
 AK0924
 AK0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0924.See file dsdata.pdf to determine how the superseded data were derived.
 AK0924
 AK0924_MARKER: DB = BENCH MARK DISK
 AK0924_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AK0924_SP_SET: BRIDGE WINGWALL
 AK0924_STAMPING: 10.18
 AK0924_MARK LOGO: FLSRD
 AK0924_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK0924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK0924+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2020
 AK0924
 AK0924  HISTORY     - Date     Condition        Report By
 AK0924  HISTORY     - UNK      MONUMENTED       FLSRD
 AK0924  HISTORY     - 1970     GOOD             NGS
 AK0924  HISTORY     - 1984     GOOD             USPSQD
 AK0924  HISTORY     - 19910221 GOOD             NGS
 AK0924  HISTORY     - 19991006 GOOD             FLDEP
 AK0924  HISTORY     - 20060426 GOOD             FLDEP
 AK0924  HISTORY     - 20060429 GOOD             GEOCAC
 AK0924  HISTORY     - 20161216 GOOD             NGS
 AK0924  HISTORY     - 20201027 GOOD             GEOCAC
 AK0924
 AK0924                          STATION DESCRIPTION
 AK0924
 AK0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK0924'0.6 MI NE FROM TITUSVILLE.
 AK0924'ABOUT 0.55 MILE NORTHEAST ALONG STATE HIGHWAY 402 FROM THE
 AK0924'JUNCTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY 406 AT TITUSVILLE,
 AK0924'SET ON THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE
 AK0924'ABUTMENT FOR THE LARGE HIGHWAY DRAWBRIDGE OVER THE INDIAN
 AK0924'RIVER, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY
 AK0924'AND 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AK0924
 AK0924                          STATION RECOVERY (1984)
 AK0924
 AK0924'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK0924'RECOVERED IN GOOD CONDITION.
 AK0924
 AK0924                          STATION RECOVERY (1991)
 AK0924
 AK0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AK0924'0.8 KM (0.5 MI) EASTERLY ALONG STATE HIGHWAY 402 EAST (A MAX BREWER
 AK0924'MEMORIAL PARKWAY) FROM THE JUNCTION OF U.S. HIGHWAY 1 (WASHINGTON
 AK0924'AVENUE) IN TITUSVILLE, IN TOP OF AND 1.0 M (3.3 FT) NORTHWEST OF THE
 AK0924'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY
 AK0924'BRIDGE SPANNING THE EAST BRANCH OF THE INDIAN RIVER, 5.0 M (16.4 FT)
 AK0924'SOUTHEAST OF THE HIGHWAY CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE
 AK0924'LEVEL OF THE HIGHWAY.
 AK0924
 AK0924                          STATION RECOVERY (1999)
 AK0924
 AK0924'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AK0924'THE MARK IS IN TITUSVILLE AT THE SOUTHWEST END OF THE MAX BREWER
 AK0924'MEMORIAL PARKWAY BRIDGE (NUMBER 704049) ON THE WEST SIDE OF THE INDIAN
 AK0924'RIVER, IN SECTION 34, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE
 AK0924'MARK FROM THE JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S.
 AK0924'HIGHWAY 1 (NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE
 AK0924'HIGHWAY 402 (A MAX BREWER MEMORIAL PARKWAY) FOR 0.5 MI (0.8 KM) TO THE
 AK0924'MARK ON THE RIGHT, SET IN TOP OF THE SOUTHWEST ABUTMENT OF THE MAX
 AK0924'BREWER MEMORIAL PARKWAY BRIDGE AND 0.7 FT (21.3 CM) ABOVE THE LEVEL OF
 AK0924'STATE HIGHWAY 402. LOCATED 36.2 FT (11.0 M) SOUTHEAST OF A STORM WATER
 AK0924'MANHOLE COVER, 20.9 FT (6.4 M) WEST OF SURVEY DISK IWBV 202, 17.8 FT
 AK0924'(5.4 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY
 AK0924'402, 5.8 FT (1.8 M) SOUTH-SOUTHEAST OF THE SOUTH CURB OF THE BRIDGE
 AK0924'AND 3.1 FT (0.9 M) NORTH OF THE SOUTHWEST CORNER OF THE SOUTHWEST
 AK0924'ABUTMENT OF THE BRIDGE.
 AK0924
 AK0924                          STATION RECOVERY (2006)
 AK0924
 AK0924'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK0924'RECOVERED AS DESCRIBED.
 AK0924
 AK0924                          STATION RECOVERY (2006)
 AK0924
 AK0924'RECOVERY NOTE BY GEOCACHING 2006 (NJE)
 AK0924'RECOVERED IN GOOD CONDITION.
 AK0924
 AK0924                          STATION RECOVERY (2016)
 AK0924
 AK0924'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (SWA)
 AK0924'RECOVERED IN GOOD CONDITION.
 AK0924
 AK0924                          STATION RECOVERY (2020)
 AK0924
 AK0924'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK0924'THE BRIDGE HAS BEEN REMOVED, BUT THE ABUTMENT AND WING WALL ARE
 AK0924'INTACT.  ACCESS IS FROM THE WEST ALONG THE OLD HIGHWAY, WHICH IS ABOUT
 AK0924'60 FT (18.3 M) NORTHWEST OF THE NEW HIGH-LEVEL BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5781 ***********************************************************************
 AD5781  DESIGNATION -  10.462
 AD5781  PID         -  AD5781
 AD5781  STATE/COUNTY-  FL/BROWARD
 AD5781  COUNTRY     -  US
 AD5781  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5781
 AD5781                         *CURRENT SURVEY CONTROL
 AD5781  ______________________________________________________________________
 AD5781* NAD 83(1986) POSITION- 26 05 40.62   (N) 080 13 44.14   (W)   HD_HELD1
 AD5781* NAVD 88 ORTHO HEIGHT -     2.721 (meters)        8.93  (feet) ADJUSTED
 AD5781  ______________________________________________________________________
 AD5781  GEOID HEIGHT    -        -25.408 (meters)                     GEOID18
 AD5781  DYNAMIC HEIGHT  -          2.717 (meters)        8.91  (feet) COMP
 AD5781  MODELED GRAVITY -    979,057.9   (mgal)                       NAVD 88
 AD5781
 AD5781  VERT ORDER      -  FIRST     CLASS II
 AD5781
 AD5781.The horizontal coordinates were determined by differentially corrected
 AD5781.hand held GPS observations or other comparable positioning techniques
 AD5781.and have an estimated accuracy of +/- 3 meters.
 AD5781
 AD5781.The orthometric height was determined by differential leveling and
 AD5781.adjusted by the NATIONAL GEODETIC SURVEY
 AD5781.in June 1991.
 AD5781
 AD5781.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5781.GEOID18 height accuracy estimate available here.
 AD5781
 AD5781.Click photographs - Photos may exist for this station.
 AD5781
 AD5781.The dynamic height is computed by dividing the NAVD 88
 AD5781.geopotential number by the normal gravity value computed on the
 AD5781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5781.degrees latitude (g = 980.6199 gals.).
 AD5781
 AD5781.The modeled gravity was interpolated from observed gravity values.
 AD5781
 AD5781;                    North         East    Units  Estimated Accuracy
 AD5781;SPC FL E     -   195,325.0     277,132.9     MT  (+/- 3 meters HH1 GPS) 
 AD5781
 AD5781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7710686390(NAD 83)
 AD5781
 AD5781                          SUPERSEDED SURVEY CONTROL
 AD5781
 AD5781  NGVD 29 (09/01/92)    3.210  (m)           10.53   (f) ADJUSTED    1 2
 AD5781
 AD5781.Superseded values are not recommended for survey control.
 AD5781
 AD5781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5781.See file dsdata.pdf to determine how the superseded data were derived.
 AD5781
 AD5781_MARKER: DD = SURVEY DISK
 AD5781_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD5781_SP_SET: BOAT LOCK WALL
 AD5781_STAMPING: 10.462 MSL 1939
 AD5781_MARK LOGO: USACE
 AD5781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5781+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2025
 AD5781
 AD5781  HISTORY     - Date     Condition        Report By
 AD5781  HISTORY     - 1939     MONUMENTED       USACE
 AD5781  HISTORY     - 1978     GOOD             FL-011
 AD5781  HISTORY     - 19910716 GOOD             USPSQD
 AD5781  HISTORY     - 19940307 GOOD             USPSQD
 AD5781  HISTORY     - 20010416 GOOD             GCYI
 AD5781  HISTORY     - 20020114 GOOD             NGS
 AD5781  HISTORY     - 20131222 GOOD             GEOCAC
 AD5781  HISTORY     - 20160125 POOR             WANTGP
 AD5781  HISTORY     - 20250320 GOOD             WSMI
 AD5781
 AD5781                          STATION DESCRIPTION
 AD5781
 AD5781'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5781'1.9 MI NORTH FROM DAVIE.
 AD5781'ABOUT 1.9 MILES NORTH OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5781'STATE ROAD 84 AND U.S. 441 PROCEED 1.8 MILES NORTHWEST ALONG
 AD5781'STATE ROAD 84 TO THE MARK. THE MARK IS LOCATED 765 FEET WEST OF THE
 AD5781'PROJECTED CENTERLINE OF DAVIE ROAD AT THE NORTH NEW RIVER CANAL LOCK
 AD5781'NUMBER 1. THE MARK IS 130 FEET NORTH OF THE NORTH EDGE OF PAVEMENT OF
 AD5781'THE WESTBOUND LANES OF STATE ROAD 84. THE MARK IS A U.S. CORPS OF
 AD5781'ENGINEERS DISK.
 AD5781
 AD5781                          STATION RECOVERY (1991)
 AD5781
 AD5781'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5781'RECOVERED IN GOOD CONDITION.
 AD5781
 AD5781                          STATION RECOVERY (1994)
 AD5781
 AD5781'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5781'RECOVERED IN GOOD CONDITION.
 AD5781
 AD5781                          STATION RECOVERY (2001)
 AD5781
 AD5781'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD5781'RECOVERED IN GOOD CONDITION.
 AD5781
 AD5781                          STATION RECOVERY (2002)
 AD5781
 AD5781'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AD5781'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD5781
 AD5781                          STATION RECOVERY (2013)
 AD5781
 AD5781'RECOVERY NOTE BY GEOCACHING 2013 (RKG)
 AD5781'RECOVERED IN GOOD CONDITION BY GEOCACHER GUNGADOY.
 AD5781
 AD5781                          STATION RECOVERY (2016)
 AD5781
 AD5781'RECOVERY NOTE BY WANTMAN GROUP INC 2016 (MS)
 AD5781'MARK RECOVERED IN POOR CONDITION.
 AD5781
 AD5781                          STATION RECOVERY (2025)
 AD5781
 AD5781'RECOVERY NOTE BY WHIDDEN SURVEYING AND MAPPING INC 2025 (FD)
 AD5781'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK4015 ***********************************************************************
 AK4015  DESIGNATION -  10.54
 AK4015  PID         -  AK4015
 AK4015  STATE/COUNTY-  FL/BREVARD
 AK4015  COUNTRY     -  US
 AK4015  USGS QUAD   -  MELBOURNE EAST (2018)
 AK4015
 AK4015                         *CURRENT SURVEY CONTROL
 AK4015  ______________________________________________________________________
 AK4015* NAD 83(1986) POSITION- 28 05 05.     (N) 080 35 19.     (W)   SCALED
 AK4015* NAVD 88 ORTHO HEIGHT -     2.778 (meters)        9.11  (feet) ADJUSTED
 AK4015  ______________________________________________________________________
 AK4015  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 AK4015  DYNAMIC HEIGHT  -          2.774 (meters)        9.10  (feet) COMP
 AK4015  MODELED GRAVITY -    979,176.9   (mgal)                       NAVD 88
 AK4015
 AK4015  VERT ORDER      -  SECOND    CLASS 0
 AK4015
 AK4015.The horizontal coordinates were scaled from a map and have
 AK4015.an estimated accuracy of +/- 6 seconds.
 AK4015
 AK4015.The orthometric height was determined by differential leveling and
 AK4015.adjusted by the NATIONAL GEODETIC SURVEY
 AK4015.in June 1991.
 AK4015
 AK4015.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK4015.GEOID18 height accuracy estimate available here.
 AK4015
 AK4015.Click photographs - Photos may exist for this station.
 AK4015
 AK4015.The dynamic height is computed by dividing the NAVD 88
 AK4015.geopotential number by the normal gravity value computed on the
 AK4015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK4015.degrees latitude (g = 980.6199 gals.).
 AK4015
 AK4015.The modeled gravity was interpolated from observed gravity values.
 AK4015
 AK4015;                    North         East    Units  Estimated Accuracy
 AK4015;SPC FL E     -   415,670.      240,430.      MT  (+/- 180 meters Scaled)
 AK4015
 AK4015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM404066(NAD 83)
 AK4015
 AK4015                          SUPERSEDED SURVEY CONTROL
 AK4015
 AK4015  NGVD 29 (??/??/92)    3.216  (m)           10.55   (f) ADJ UNCH    2 0
 AK4015
 AK4015.Superseded values are not recommended for survey control.
 AK4015
 AK4015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK4015.See file dsdata.pdf to determine how the superseded data were derived.
 AK4015
 AK4015_MARKER: DD = SURVEY DISK
 AK4015_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK4015_SP_SET: BRIDGE ABUTMENT
 AK4015_STAMPING: 10.54
 AK4015_MARK LOGO: FLHD
 AK4015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK4015
 AK4015  HISTORY     - Date     Condition        Report By
 AK4015  HISTORY     - UNK      MONUMENTED       FLHD
 AK4015  HISTORY     - 1953     GOOD             CGS
 AK4015  HISTORY     - 1971     GOOD             NGS
 AK4015  HISTORY     - 19970220 MARK NOT FOUND   USPSQD
 AK4015  HISTORY     - 19970404 MARK NOT FOUND   USPSQD
 AK4015
 AK4015                          STATION DESCRIPTION
 AK4015
 AK4015'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AK4015'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 516 FROM THE FLORIDA
 AK4015'EAST COAST RAILWAY STATION AT MELBOURNE, IN THE TOP  OF EAST
 AK4015'ABUTMENT OF BRIDGE NO. 36 OVER INDIAN RIVER, 13 FEET NORTH OF
 AK4015'CENTER LINE OF HIGHWAY AND ABOUT 3/4 FOOT ABOVE LEVEL OF HIGHWAY.
 AK4015
 AK4015                          STATION RECOVERY (1971)
 AK4015
 AK4015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK4015'RECOVERED IN GOOD CONDITION.
 AK4015
 AK4015                          STATION RECOVERY (1997)
 AK4015
 AK4015'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK4015'MARK NOT FOUND.
 AK4015
 AK4015                          STATION RECOVERY (1997)
 AK4015
 AK4015'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK4015'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK4016 ***********************************************************************
 AK4016  DESIGNATION -  10.55
 AK4016  PID         -  AK4016
 AK4016  STATE/COUNTY-  FL/BREVARD
 AK4016  COUNTRY     -  US
 AK4016  USGS QUAD   -  MELBOURNE EAST (2018)
 AK4016
 AK4016                         *CURRENT SURVEY CONTROL
 AK4016  ______________________________________________________________________
 AK4016* NAD 83(1986) POSITION- 28 04 57.     (N) 080 35 39.     (W)   SCALED
 AK4016* NAVD 88 ORTHO HEIGHT -     2.785 (meters)        9.14  (feet) ADJUSTED
 AK4016  ______________________________________________________________________
 AK4016  GEOID HEIGHT    -        -28.211 (meters)                     GEOID18
 AK4016  DYNAMIC HEIGHT  -          2.781 (meters)        9.12  (feet) COMP
 AK4016  MODELED GRAVITY -    979,176.4   (mgal)                       NAVD 88
 AK4016
 AK4016  VERT ORDER      -  SECOND    CLASS 0
 AK4016
 AK4016.The horizontal coordinates were scaled from a map and have
 AK4016.an estimated accuracy of +/- 6 seconds.
 AK4016
 AK4016.The orthometric height was determined by differential leveling and
 AK4016.adjusted by the NATIONAL GEODETIC SURVEY
 AK4016.in June 1991.
 AK4016
 AK4016.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK4016.GEOID18 height accuracy estimate available here.
 AK4016
 AK4016.Click photographs - Photos may exist for this station.
 AK4016
 AK4016.The dynamic height is computed by dividing the NAVD 88
 AK4016.geopotential number by the normal gravity value computed on the
 AK4016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK4016.degrees latitude (g = 980.6199 gals.).
 AK4016
 AK4016.The modeled gravity was interpolated from observed gravity values.
 AK4016
 AK4016;                    North         East    Units  Estimated Accuracy
 AK4016;SPC FL E     -   415,420.      239,890.      MT  (+/- 180 meters Scaled)
 AK4016
 AK4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM398064(NAD 83)
 AK4016
 AK4016                          SUPERSEDED SURVEY CONTROL
 AK4016
 AK4016  NGVD 29 (??/??/92)    3.222  (m)           10.57   (f) ADJ UNCH    2 0
 AK4016
 AK4016.Superseded values are not recommended for survey control.
 AK4016
 AK4016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK4016.See file dsdata.pdf to determine how the superseded data were derived.
 AK4016
 AK4016_MARKER: DD = SURVEY DISK
 AK4016_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AK4016_SP_SET: BRIDGE ABUTMENT
 AK4016_STAMPING: 10.55
 AK4016_MARK LOGO: FLHD
 AK4016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK4016
 AK4016  HISTORY     - Date     Condition        Report By
 AK4016  HISTORY     - UNK      MONUMENTED       FLHD
 AK4016  HISTORY     - 1953     GOOD             CGS
 AK4016  HISTORY     - 1971     GOOD             NGS
 AK4016  HISTORY     - 19970220 MARK NOT FOUND   USPSQD
 AK4016  HISTORY     - 19970404 MARK NOT FOUND   USPSQD
 AK4016  HISTORY     - 20030105 MARK NOT FOUND   USPSQD
 AK4016  HISTORY     - 20040122 MARK NOT FOUND   USPSQD
 AK4016
 AK4016                          STATION DESCRIPTION
 AK4016
 AK4016'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AK4016'ABOUT 0.7 MILE EAST ALONG STATE HIGHWAY 516 FROM THE FLORIDA
 AK4016'EAST COAST RAILWAY STATION AT MELBOURNE, IN THE TOP OF THE WEST
 AK4016'ABUTMENT OF BRIDGE NO. 36 OVER INDIAN RIVER, 13 1/2 FEET SOUTH
 AK4016'OF CENTER LINE OF HIGHWAY AND ABOUT 3/4 FOOT ABOVE LEVEL OF
 AK4016'HIGHWAY.  NOTE-- F.E.C. RWY STATION IS GONE.
 AK4016
 AK4016                          STATION RECOVERY (1971)
 AK4016
 AK4016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK4016'RECOVERED IN GOOD CONDITION.
 AK4016
 AK4016                          STATION RECOVERY (1997)
 AK4016
 AK4016'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK4016'MARK NOT FOUND.
 AK4016
 AK4016                          STATION RECOVERY (1997)
 AK4016
 AK4016'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK4016'MARK NOT FOUND.
 AK4016
 AK4016                          STATION RECOVERY (2003)
 AK4016
 AK4016'RECOVERY NOTE BY US POWER SQUADRON 2003 (EGH)
 AK4016'MARK NOT FOUND.
 AK4016
 AK4016                          STATION RECOVERY (2004)
 AK4016
 AK4016'RECOVERY NOTE BY US POWER SQUADRON 2004 (GRF)
 AK4016'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0558 ***********************************************************************
 AC0558  DESIGNATION -  10.82
 AC0558  PID         -  AC0558
 AC0558  STATE/COUNTY-  FL/COLLIER
 AC0558  COUNTRY     -  US
 AC0558  USGS QUAD   -  MONROE STATION (2018)
 AC0558
 AC0558                         *CURRENT SURVEY CONTROL
 AC0558  ______________________________________________________________________
 AC0558* NAD 83(2011) POSITION- 25 51 19.68145(N) 081 01 12.72602(W)   ADJUSTED
 AC0558* NAD 83(2011) ELLIP HT-   -21.434 (meters)        (06/27/12)   ADJUSTED
 AC0558* NAD 83(2011) EPOCH   -  2010.00
 AC0558* NAVD 88 ORTHO HEIGHT -     2.852 (meters)        9.36  (feet) ADJUSTED
 AC0558  ______________________________________________________________________
 AC0558  GEOID HEIGHT    -        -24.265 (meters)                     GEOID18
 AC0558  NAD 83(2011) X  -    896,450.622 (meters)                     COMP
 AC0558  NAD 83(2011) Y  - -5,672,911.233 (meters)                     COMP
 AC0558  NAD 83(2011) Z  -  2,764,651.953 (meters)                     COMP
 AC0558  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 AC0558  DYNAMIC HEIGHT  -          2.848 (meters)        9.34  (feet) COMP
 AC0558  MODELED GRAVITY -    979,015.0   (mgal)                       NAVD 88
 AC0558
 AC0558  VERT ORDER      -  FIRST     CLASS I
 AC0558
 AC0558  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC0558  Standards:
 AC0558         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC0558            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC0558  -------------------------------------------------------------------
 AC0558  NETWORK    5.44   8.94           2.22   2.22   4.56     -0.14716471
 AC0558  -------------------------------------------------------------------
 AC0558  Click here for local accuracies and other accuracy information.
 AC0558
 AC0558.The horizontal coordinates were established by GPS observations
 AC0558.and adjusted by the National Geodetic Survey in June 2012.
 AC0558
 AC0558.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC0558.been affixed to the stable North American tectonic plate. See 
 AC0558.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC0558
 AC0558.The horizontal coordinates are valid at the epoch date displayed above
 AC0558.which is a decimal equivalence of Year/Month/Day.
 AC0558
 AC0558.The orthometric height was determined by differential leveling and
 AC0558.adjusted by the NATIONAL GEODETIC SURVEY
 AC0558.in September 1992.
 AC0558
 AC0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0558.GEOID18 height accuracy estimate available here.
 AC0558
 AC0558.Click photographs - Photos may exist for this station.
 AC0558
 AC0558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC0558
 AC0558.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC0558
 AC0558.The ellipsoidal height was determined by GPS observations
 AC0558.and is referenced to NAD 83.
 AC0558
 AC0558.The dynamic height is computed by dividing the NAVD 88
 AC0558.geopotential number by the normal gravity value computed on the
 AC0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0558.degrees latitude (g = 980.6199 gals.).
 AC0558
 AC0558.The modeled gravity was interpolated from observed gravity values.
 AC0558
 AC0558. The following values were computed from the NAD 83(2011) position.
 AC0558
 AC0558;                    North         East     Units Scale Factor Converg.
 AC0558;SPC FL E     -   168,603.591   197,975.105   MT  0.99994123   -0 00 31.7
 AC0558;SPC FL E     -   553,160.28    649,523.32   sFT  0.99994123   -0 00 31.7
 AC0558;UTM  17      - 2,859,678.046   497,975.796   MT  0.99960005   -0 00 31.7
 AC0558
 AC0558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC0558!SPC FL E     -   1.00000337  x   0.99994123  =   0.99994460
 AC0558!UTM  17      -   1.00000337  x   0.99960005  =   0.99960342
 AC0558
 AC0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ9797559678(NAD 83)
 AC0558
 AC0558                          SUPERSEDED SURVEY CONTROL
 AC0558
 AC0558  NAD 83(2007)-  25 51 19.68153(N)    081 01 12.72678(W) AD(2002.00) 0
 AC0558  ELLIP H (02/10/07)  -21.399  (m)                       GP(2002.00)    
 AC0558  NAD 83(1999)-  25 51 19.68101(N)    081 01 12.72744(W) AD(       ) 1
 AC0558  ELLIP H (12/12/02)  -21.394  (m)                       GP(       ) 4 1
 AC0558  NAVD 88               2.85   (m)            9.4    (f) LEVELING    3  
 AC0558  NAVD 88 (06/15/91)    2.852  (m)            9.36   (f) SUPERSEDED  1 1
 AC0558  NGVD 29 (??/??/92)    3.294  (m)           10.81   (f) SUPERSEDED  1 1
 AC0558  NGVD 29 (09/01/92)    3.294  (m)           10.81   (f) ADJUSTED    1 1
 AC0558
 AC0558.Superseded values are not recommended for survey control.
 AC0558
 AC0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0558.See file dsdata.pdf to determine how the superseded data were derived.
 AC0558
 AC0558_MARKER: DD = SURVEY DISK
 AC0558_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC0558_SP_SET: BRIDGE WINGWALL
 AC0558_STAMPING: 10.82
 AC0558_MARK LOGO: FLDT
 AC0558_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0558+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2014
 AC0558
 AC0558  HISTORY     - Date     Condition        Report By
 AC0558  HISTORY     - UNK      MONUMENTED       FLDT
 AC0558  HISTORY     - 1965     GOOD             CGS
 AC0558  HISTORY     - 1990     GOOD             USPSQD
 AC0558  HISTORY     - 19920225 GOOD             NGS
 AC0558  HISTORY     - 19991231 GOOD             USPSQD
 AC0558  HISTORY     - 20010919 GOOD             LDBLS
 AC0558  HISTORY     - 2002     GOOD             MAPTEC
 AC0558  HISTORY     - 20140904 GOOD             FL-021
 AC0558
 AC0558                          STATION DESCRIPTION
 AC0558
 AC0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC0558'5 MI E FROM MONROE STATION.
 AC0558'ABOUT 5.0 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0558'OF STATE HIGHWAY 94 AT MONROE STATION, SET IN THE TOP OF THE
 AC0558'SOUTHWEST CONCRETE WING WALL AT THE WEST END OF HIGHWAY
 AC0558'BRIDGE NO. 100, 1895 FEET SOUTH OF THE CENTER LINE OF THE
 AC0558'HIGHWAY AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0558
 AC0558                          STATION RECOVERY (1990)
 AC0558
 AC0558'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0558'RECOVERED IN GOOD CONDITION.
 AC0558
 AC0558                          STATION RECOVERY (1992)
 AC0558
 AC0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0558'76.0 KM (47.20 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC0558'OFFICE IN WEST MIAMI, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH
 AC0558'END OF THE SOUTHWEST CONCRETE RETAINING WALL OF A BRIDGE SPANNING A
 AC0558'CANAL, 5.5 M (18.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND
 AC0558'0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0558
 AC0558                          STATION RECOVERY (1999)
 AC0558
 AC0558'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0558'RECOVERED IN GOOD CONDITION.
 AC0558
 AC0558                          STATION RECOVERY (2001)
 AC0558
 AC0558'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC0558'THE MARK IS ABOUT 85.7 KM (53.25 MI) SOUTHEAST OF NAPLES, ABOUT 75.9
 AC0558'KM (47.19 MI) NORTHWEST FROM WEST MIAMI, IN SECTION 16, TOWNSHIP 53
 AC0558'SOUTH, RANGE 33 EAST, COLLIER COUNTY, FLORIDA. OWNERSHIP--FLORIDA
 AC0558'DEPARTMENT OF TRANSPORTATION.
 AC0558'
 AC0558'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC0558'TRAIL) AND STATE ROAD 29 IN CARNESTOWN, GO SOUTHEAST ON U.S. HIGHWAY
 AC0558'41 27.4 KM (17.01 MI) TO MONROE STATION, CONTINUE SOUTHEAST ON U.S.
 AC0558'HIGHWAY 41 6.7 KM (4.16 MI) TO THE OASIS VISITOR CENTER, THENCE
 AC0558'CONTINUE SOUTHEAST ON U.S. HIGHWAY 41, 1.4 KM (0.84 MI) TO THE WEST
 AC0558'END OF HIGHWAY BRIDGE NUMBER 030100 AND THE MARK ON THE RIGHT.
 AC0558'
 AC0558'THE MARK IS 41.45 M (136.0 FT) NORTHWEST OF THE CENTER OF AN ASPHALT
 AC0558'DRIVE LEADING SOUTH FROM THE HIGHWAY INTO THE BIG CYPRESS GALLERY
 AC0558'(NUMBER 52388 TAMIAMI TRAIL), 5.70 M (18.7 FT) SOUTHWEST OF THE
 AC0558'CENTERLINE OF U.S.  HIGHWAY 41, 0.30 M (1.0 FT) SOUTHWEST OF AN
 AC0558'EXPANSION JOINT (BETWEEN BRIDGE AND WINGWALL)  0.27 M (0.9 FT)
 AC0558'NORTHEAST OF THE SOUTH END OF A WINGWALL, 0.15 M (0.5 FT) EAST OF THE
 AC0558'WEST EDGE OF A WINGWALL, AND 0.15 M (0.5 FT) WEST OF THE EAST EDGE OF
 AC0558'A WINGWALL. THE MARK IS A DISK SET FLUSH IN THE TOP OF THE CONCRETE
 AC0558'WINGWALL ABOUT 0.15 M (0.5 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0558
 AC0558                          STATION RECOVERY (2002)
 AC0558
 AC0558'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0558'RECOVERED IN GOOD CONDITION.
 AC0558
 AC0558                          STATION RECOVERY (2014)
 AC0558
 AC0558'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AC0558'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2573 ***********************************************************************
 AD2573  DESIGNATION -  10.87
 AD2573  PID         -  AD2573
 AD2573  STATE/COUNTY-  FL/BROWARD
 AD2573  COUNTRY     -  US
 AD2573  USGS QUAD   -  POMPANO BEACH (2018)
 AD2573
 AD2573                         *CURRENT SURVEY CONTROL
 AD2573  ______________________________________________________________________
 AD2573* NAD 83(1986) POSITION- 26 08 14.     (N) 080 07 05.     (W)   SCALED
 AD2573* NAVD 88 ORTHO HEIGHT -     2.989 (meters)        9.81  (feet) ADJUSTED
 AD2573  ______________________________________________________________________
 AD2573  GEOID HEIGHT    -        -25.770 (meters)                     GEOID18
 AD2573  DYNAMIC HEIGHT  -          2.984 (meters)        9.79  (feet) COMP
 AD2573  MODELED GRAVITY -    979,059.4   (mgal)                       NAVD 88
 AD2573
 AD2573  VERT ORDER      -  FIRST     CLASS I
 AD2573
 AD2573.The horizontal coordinates were scaled from a map and have
 AD2573.an estimated accuracy of +/- 6 seconds.
 AD2573
 AD2573.The orthometric height was determined by differential leveling and
 AD2573.adjusted by the NATIONAL GEODETIC SURVEY
 AD2573.in June 1991.
 AD2573
 AD2573.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2573.GEOID18 height accuracy estimate available here.
 AD2573
 AD2573.Click photographs - Photos may exist for this station.
 AD2573
 AD2573.The dynamic height is computed by dividing the NAVD 88
 AD2573.geopotential number by the normal gravity value computed on the
 AD2573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2573.degrees latitude (g = 980.6199 gals.).
 AD2573
 AD2573.The modeled gravity was interpolated from observed gravity values.
 AD2573
 AD2573;                    North         East    Units  Estimated Accuracy
 AD2573;SPC FL E     -   200,120.      288,190.      MT  (+/- 180 meters Scaled)
 AD2573
 AD2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881911(NAD 83)
 AD2573
 AD2573                          SUPERSEDED SURVEY CONTROL
 AD2573
 AD2573  NGVD 29 (??/??/92)    3.470  (m)           11.38   (f) ADJ UNCH    1 1
 AD2573
 AD2573.Superseded values are not recommended for survey control.
 AD2573
 AD2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2573.See file dsdata.pdf to determine how the superseded data were derived.
 AD2573
 AD2573_MARKER: DD = SURVEY DISK
 AD2573_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2573_SP_SET: ABUTMENT
 AD2573_STAMPING: 10.87
 AD2573_MARK LOGO: FLHD
 AD2573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2573
 AD2573  HISTORY     - Date     Condition        Report By
 AD2573  HISTORY     - UNK      MONUMENTED       FLHD
 AD2573  HISTORY     - 1965     GOOD             CGS
 AD2573  HISTORY     - 1973     GOOD             NGS
 AD2573  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AD2573  HISTORY     - 19980128 MARK NOT FOUND   USPSQD
 AD2573  HISTORY     - 20021114 MARK NOT FOUND   USPSQD
 AD2573
 AD2573                          STATION DESCRIPTION
 AD2573
 AD2573'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2573'4.2 MI NE FROM FORT LAUDERDALE.
 AD2573'ABOUT 2.85 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY
 AD2573'FROM THE STATION AT FORT LAUDERDALE, THENCE 1.3 MILES EAST ALONG
 AD2573'SUNRISE BLVD, IN SECTION 1, R 42 E, T 50 S, SET ON THE TOP OF
 AD2573'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE SUNRISE BLVD.
 AD2573'BRIDGE OVER MIDDLE RIVER, 7 FEET SOUTH OF THE SOUTH CURB OF
 AD2573'THE BLVD. AND ABOUT LEVEL WITH THE BRIDGE SIDEWALK.
 AD2573
 AD2573                          STATION RECOVERY (1973)
 AD2573
 AD2573'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2573'RECOVERED IN GOOD CONDITION.
 AD2573
 AD2573                          STATION RECOVERY (1988)
 AD2573
 AD2573'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHH)
 AD2573'MARK NOT FOUND.
 AD2573
 AD2573                          STATION RECOVERY (1998)
 AD2573
 AD2573'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2573'MARK NOT FOUND.
 AD2573
 AD2573                          STATION RECOVERY (2002)
 AD2573
 AD2573'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR)
 AD2573'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5699 ***********************************************************************
 AD5699  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5699  DESIGNATION -  10.87 RESET
 AD5699  PID         -  AD5699
 AD5699  STATE/COUNTY-  FL/BROWARD
 AD5699  COUNTRY     -  US
 AD5699  USGS QUAD   -  POMPANO BEACH (2018)
 AD5699
 AD5699                         *CURRENT SURVEY CONTROL
 AD5699  ______________________________________________________________________
 AD5699* NAD 83(1986) POSITION- 26 08 16.7    (N) 080 07 08.8    (W)   HD_HELD2
 AD5699* NAVD 88 ORTHO HEIGHT -     2.486 (meters)        8.16  (feet) ADJUSTED
 AD5699  ______________________________________________________________________
 AD5699  GEOID HEIGHT    -        -25.766 (meters)                     GEOID18
 AD5699  DYNAMIC HEIGHT  -          2.482 (meters)        8.14  (feet) COMP
 AD5699  MODELED GRAVITY -    979,059.3   (mgal)                       NAVD 88
 AD5699
 AD5699  VERT ORDER      -  SECOND    CLASS I
 AD5699
 AD5699.The horizontal coordinates were established by autonomous hand held GPS
 AD5699.observations and have an estimated accuracy of +/- 10 meters.
 AD5699
 AD5699.The orthometric height was determined by differential leveling and
 AD5699.adjusted by the NATIONAL GEODETIC SURVEY
 AD5699.in September 2010.
 AD5699
 AD5699.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5699.GEOID18 height accuracy estimate available here.
 AD5699
 AD5699.This Tidal Bench Mark is designated as VM 19049
 AD5699.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5699
 AD5699.Click photographs - Photos may exist for this station.
 AD5699
 AD5699.The dynamic height is computed by dividing the NAVD 88
 AD5699.geopotential number by the normal gravity value computed on the
 AD5699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5699.degrees latitude (g = 980.6199 gals.).
 AD5699
 AD5699.The modeled gravity was interpolated from observed gravity values.
 AD5699
 AD5699;                    North         East    Units  Estimated Accuracy
 AD5699;SPC FL E     -   200,198.      288,086.      MT  (+/- 10 meters HH2 GPS)
 AD5699
 AD5699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8805691261(NAD 83)
 AD5699
 AD5699                          SUPERSEDED SURVEY CONTROL
 AD5699
 AD5699  NAVD 88 (01/31/13)    2.512  (m)            8.24   (f) SUPERSEDED  3 0
 AD5699  NGVD 29 (01/31/13)    2.99   (m)            9.8    (f) RESET       3  
 AD5699
 AD5699.Superseded values are not recommended for survey control.
 AD5699
 AD5699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5699.See file dsdata.pdf to determine how the superseded data were derived.
 AD5699
 AD5699_MARKER: DV = VERTICAL CONTROL DISK
 AD5699_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5699_SP_SET: SIDEWALK
 AD5699_STAMPING: 10.87 RESET 1981
 AD5699_MARK LOGO: NGS
 AD5699_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5699+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2006
 AD5699
 AD5699  HISTORY     - Date     Condition        Report By
 AD5699  HISTORY     - 1981     MONUMENTED       NGS
 AD5699  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AD5699  HISTORY     - 19910615 GOOD             USPSQD
 AD5699  HISTORY     - 19960118 GOOD             USPSQD
 AD5699  HISTORY     - 19980307 GOOD             USPSQD
 AD5699  HISTORY     - 20021120 GOOD             USPSQD
 AD5699  HISTORY     - 20061116 GOOD             FLDEP
 AD5699
 AD5699                          STATION DESCRIPTION
 AD5699
 AD5699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AD5699'6.7 KM (4.15 MI) NE FROM FORT LAUDERDALE.
 AD5699'0.3 KM (0.2 MI) EAST ALONG SUNRISE BOULEVARD FROM ITS JUNCTION WITH
 AD5699'U.S. HIGHWAY 1 IN THE NORTH PART OF FORT LAUDERDALE, AT THE SOUTHEAST
 AD5699'CORNER OF THE GATEWAY BUILDING AT 1975 EAST SUNRISE BOULEVARD, AT
 AD5699'THE AUTOMOBILE ENTRANCE TO BUILDING AT SOUTHEAST CORNER, 32.0 METERS
 AD5699'(10.5 FT) EAST OF THE CENTER OF THE FRONT DOOR OF GATEWAY BUILDING,
 AD5699'SET 0.2 METER (0.6 INCHES) SOUTH OF THE SOUTH PILLER OF BUILDING THE
 AD5699'AND ON NORTH SIDE OF SUNRISE BOULEVARD.
 AD5699
 AD5699                          STATION RECOVERY (1987)
 AD5699
 AD5699'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHH)
 AD5699'MARK NOT FOUND.
 AD5699
 AD5699                          STATION RECOVERY (1991)
 AD5699
 AD5699'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5699'RECOVERED IN GOOD CONDITION.
 AD5699
 AD5699                          STATION RECOVERY (1996)
 AD5699
 AD5699'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5699'RECOVERED IN GOOD CONDITION.
 AD5699
 AD5699                          STATION RECOVERY (1998)
 AD5699
 AD5699'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5699'RECOVERED IN GOOD CONDITION.
 AD5699
 AD5699                          STATION RECOVERY (2002)
 AD5699
 AD5699'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR)
 AD5699'RECOVERED IN GOOD CONDITION.
 AD5699
 AD5699                          STATION RECOVERY (2006)
 AD5699
 AD5699'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5699'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL2220 ***********************************************************************
 DL2220  DESIGNATION -  10.99
 DL2220  PID         -  DL2220
 DL2220  STATE/COUNTY-  FL/BROWARD
 DL2220  COUNTRY     -  US
 DL2220  USGS QUAD   -  FORT LAUDERDALE NORTH (2018)
 DL2220
 DL2220                         *CURRENT SURVEY CONTROL
 DL2220  ______________________________________________________________________
 DL2220* NAD 83(1986) POSITION- 26 10 23.     (N) 080 11 14.     (W)   SCALED
 DL2220* NAVD 88 ORTHO HEIGHT -     2.874 (meters)        9.43  (feet) ADJUSTED
 DL2220  ______________________________________________________________________
 DL2220  GEOID HEIGHT    -        -25.575 (meters)                     GEOID18
 DL2220  DYNAMIC HEIGHT  -          2.869 (meters)        9.41  (feet) COMP
 DL2220  MODELED GRAVITY -    979,064.3   (mgal)                       NAVD 88
 DL2220
 DL2220  VERT ORDER      -  FIRST     CLASS II
 DL2220
 DL2220.The horizontal coordinates were scaled from a map and have
 DL2220.an estimated accuracy of +/- 6 seconds.
 DL2220
 DL2220.The orthometric height was determined by differential leveling and
 DL2220.adjusted by the NATIONAL GEODETIC SURVEY
 DL2220.in June 2009.
 DL2220
 DL2220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2220.GEOID18 height accuracy estimate available here.
 DL2220
 DL2220.Click photographs - Photos may exist for this station.
 DL2220
 DL2220.The dynamic height is computed by dividing the NAVD 88
 DL2220.geopotential number by the normal gravity value computed on the
 DL2220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2220.degrees latitude (g = 980.6199 gals.).
 DL2220
 DL2220.The modeled gravity was interpolated from observed gravity values.
 DL2220
 DL2220;                    North         East    Units  Estimated Accuracy
 DL2220;SPC FL E     -   204,040.      281,250.      MT  (+/- 180 meters Scaled)
 DL2220
 DL2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ812951(NAD 83)
 DL2220
 DL2220                          SUPERSEDED SURVEY CONTROL
 DL2220
 DL2220.No superseded survey control is available for this station.
 DL2220
 DL2220_MARKER: DD = SURVEY DISK
 DL2220_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL2220_SP_SET: SIDEWALK
 DL2220_STAMPING: 10.99
 DL2220_MARK LOGO: FLSRD
 DL2220_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL2220_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL2220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2220+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2006
 DL2220
 DL2220  HISTORY     - Date     Condition        Report By
 DL2220  HISTORY     - 20060803 MONUMENTED       FLSRD
 DL2220
 DL2220                          STATION DESCRIPTION
 DL2220
 DL2220'DESCRIBED BY FLORIDA STATEROAD DEPARTMENT 2006 (JLM)
 DL2220'THE MARK IS IN OAKLAND PARK, IN SECTION 10, TOWNSHIP 49 SOUTH, RANGE
 DL2220'42 EAST.
 DL2220'
 DL2220'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 (EXIT 31) AND
 DL2220'OAKLAND PARK  BOULEVARD (STATE HIGHWAY 816) IN OAKLAND PARK, GO WEST
 DL2220'ON OAKLAND PARK BOULEVARD  (STATE HIGHWAY 816) FOR 1.7 MI TO THE
 DL2220'INTERSECTION OF NORTHWEST 31ST AVENUE, TURN RIGHT  ON NORTHWEST 31ST
 DL2220'AVENUE AND GO NORTH FOR 0.5 MI TO THE NORTH END OF BRIDGE NUMBER
 DL2220'860200 THAT SPANS CANAL C-13 AND THE MARK ON THE LEFT, SET FLUSH IN
 DL2220'THE TOP OF THE  NORTHWEST SIDEWALK ABOUT 0.7 FT ABOVE THE LEVEL OF
 DL2220'NORTHWEST 31ST AVENUE.
 DL2220'
 DL2220'LOCATED 32.0 FT WEST OF THE APPROXIMATE CENTERLINE OF NORTHWEST 31ST
 DL2220'AVENUE  SOUTHBOUND LANES, 4.0 FT WEST OF THE EAST END OF THE SIDEWALK,
 DL2220'2.8 FT SOUTHEAST OF THE  NORTH END OF THE SIDEWALK AND 1.0 FT EAST OF
 DL2220'THE EAST FACE OF THE SIDEWALK BRIDGERAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5337 ***********************************************************************
 DG5337  DESIGNATION -  100 JAS RESET
 DG5337  PID         -  DG5337
 DG5337  STATE/COUNTY-  FL/MARION
 DG5337  COUNTRY     -  US
 DG5337  USGS QUAD   -  LAKE KERR (2018)
 DG5337
 DG5337                         *CURRENT SURVEY CONTROL
 DG5337  ______________________________________________________________________
 DG5337* NAD 83(1986) POSITION- 29 19 36.     (N) 081 46 26.     (W)   SCALED
 DG5337* NAVD 88 ORTHO HEIGHT -    27.385 (meters)       89.85  (feet) ADJUSTED
 DG5337  ______________________________________________________________________
 DG5337  GEOID HEIGHT    -        -28.234 (meters)                     GEOID18
 DG5337  DYNAMIC HEIGHT  -         27.347 (meters)       89.72  (feet) COMP
 DG5337  MODELED GRAVITY -    979,257.2   (mgal)                       NAVD 88
 DG5337
 DG5337  VERT ORDER      -  SECOND    CLASS I
 DG5337
 DG5337.The horizontal coordinates were scaled from a map and have
 DG5337.an estimated accuracy of +/- 6 seconds.
 DG5337
 DG5337.The orthometric height was determined by differential leveling and
 DG5337.adjusted by the NATIONAL GEODETIC SURVEY
 DG5337.in August 2004.
 DG5337
 DG5337.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5337.GEOID18 height accuracy estimate available here.
 DG5337
 DG5337.Click photographs - Photos may exist for this station.
 DG5337
 DG5337.The dynamic height is computed by dividing the NAVD 88
 DG5337.geopotential number by the normal gravity value computed on the
 DG5337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5337.degrees latitude (g = 980.6199 gals.).
 DG5337
 DG5337.The modeled gravity was interpolated from observed gravity values.
 DG5337
 DG5337;                    North         East    Units  Estimated Accuracy
 DG5337;SPC FL W     -   553,260.      221,960.      MT  (+/- 180 meters Scaled)
 DG5337
 DG5337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN248444(NAD 83)
 DG5337
 DG5337                          SUPERSEDED SURVEY CONTROL
 DG5337
 DG5337.No superseded survey control is available for this station.
 DG5337
 DG5337_MARKER: DD = SURVEY DISK
 DG5337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5337_STAMPING: 100 JAS 1966 RESET 1982
 DG5337_MARK LOGO: USGS
 DG5337_PROJECTION: PROJECTING 5 CENTIMETERS
 DG5337_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5337+STABILITY: SURFACE MOTION
 DG5337_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5337+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 DG5337
 DG5337  HISTORY     - Date     Condition        Report By
 DG5337  HISTORY     - 1982     MONUMENTED       USGS
 DG5337  HISTORY     - 20000429 GOOD             FLDEP
 DG5337  HISTORY     - 20030624 GOOD             FLDEP
 DG5337
 DG5337                          STATION DESCRIPTION
 DG5337
 DG5337'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5337'THE MARK IS ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF SALT SPRINGS, 19.4 MI
 DG5337'(31.2 KM) NORTHEAST OF SILVER SPRINGS ON COUNTY ROAD 314, IN SECTION
 DG5337'34, TOWNSHIP 13 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM THE
 DG5337'JUNCTION OF STATE ROAD 19 AND COUNTY ROAD 316 ON THE NORTH SIDE OF
 DG5337'SALT SPRINGS, GO SOUTH ON STATE ROAD 19 FOR 1.0 MI (1.6 KM) TO THE
 DG5337'JUNCTION OF COUNTY ROAD 314 (NE HWY 314) ON THE RIGHT, BEAR RIGHT ON
 DG5337'COUNTY ROAD 314 AND GO SOUTHWEST FOR 2.75 MI (4.43 KM) TO THE JUNCTION
 DG5337'OF NORTHEAST 231 AVENUE ROAD AND THE MARK ON THE LEFT, SET IN THE TOP
 DG5337'OF A 0.6 FT (18.3 CM) X 0.6 FT (18.3 CM) PREFABRICATED CONCRETE POST
 DG5337'FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF COUNTY
 DG5337'ROAD 314. LOCATED 65.0 FT (19.8 M) SOUTH OF THE APPROXIMATE CENTERLINE
 DG5337'OF COUNTY ROAD 314, 55.3 FT (16.9 M) WEST OF THE APPROXIMATE
 DG5337'CENTERLINE OF NORTHEAST 213 AVENUE, 26.5 SOUTH OF A POWER POLE WITH 4
 DG5337'GUY WIRES ATTACHED AND 0.8 FT (24.4 CM) NORTHEAST OF A METAL WITNESS
 DG5337'POST.
 DG5337
 DG5337                          STATION RECOVERY (2003)
 DG5337
 DG5337'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 DG5337'THE MARK IS ABOUT 10.0 MI SOUTHEAST OF FORT MC COY, 3.7 MI
 DG5337'SOUTH-SOUTHWEST OF SALT  SPRINGS, IN SECTION 34, TOWNSHIP 13 SOUTH,
 DG5337'RANGE 25 EAST.
 DG5337'
 DG5337'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF COUNTY ROAD
 DG5337'316 AND STATE  ROAD 19 ON THE NORTH SIDE OF SALT SPRINGS, GO SOUTH ON
 DG5337'STATE HIGHWAY 19 FOR 0.95 MI  TO THE JUNCTION OF COUNTY ROAD 314 ON
 DG5337'THE RIGHT, BEAR RIGHT ON COUNTY ROAD 314 AND GO  SOUTH-SOUTHWEST FOR
 DG5337'2.7 MI TO THE JUNCTION OF NORTHEAST 230 AVENUE (FOREST ROAD 88,
 DG5337'NORTHEAST 203RD AVENUE ROAD) ON THE RIGHT AND NORTHEAST 231 AVENUE
 DG5337'(FOREST ROAD 88)  ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP
 DG5337'OF AN 8-INCH SQUARE CONCRETE  MONUMENT PROJECTING 0.2 FT ABOVE THE
 DG5337'LEVEL OF THE GROUND AND ABOUT LEVEL WITH  NORTHEAST 230 AVENUE (FOREST
 DG5337'ROAD 88).
 DG5337'
 DG5337'LOCATED 65.5 FT SOUTH OF THE CENTERLINE OF COUNTY ROAD 314, 54.7 FT
 DG5337'WEST OF NORTHEAST  231 AVENUE, 26.3 FT SOUTHWEST OF A POWER POLE WITH
 DG5337'6 GUY WIRES ATTACHED AND 1.0 FT  NORTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0085 ***********************************************************************
 AF0085  DESIGNATION -  100 KS PIER 2
 AF0085  PID         -  AF0085
 AF0085  STATE/COUNTY-  FL/INDIAN RIVER
 AF0085  COUNTRY     -  US
 AF0085  USGS QUAD   -  VERO BEACH (2018)
 AF0085
 AF0085                         *CURRENT SURVEY CONTROL
 AF0085  ______________________________________________________________________
 AF0085* NAD 83(1990) POSITION- 27 41 21.56310(N) 080 29 21.92939(W)   ADJUSTED
 AF0085* NAVD 88 ORTHO HEIGHT -     7.00  (+/-2cm)       23.0   (feet) VERTCON3
 AF0085  ______________________________________________________________________
 AF0085  GEOID HEIGHT    -        -27.646 (meters)                     GEOID18
 AF0085  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 AF0085  HORZ ORDER      -  SECOND
 AF0085  VERT ORDER      -  THIRD ? (See Below)
 AF0085
 AF0085.The horizontal coordinates were established by classical geodetic methods
 AF0085.and adjusted by the National Geodetic Survey in May 1991.
 AF0085
 AF0085.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0085
 AF0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0085.GEOID18 height accuracy estimate available here.
 AF0085
 AF0085.The vertical order pertains to the NGVD 29 superseded value.
 AF0085
 AF0085.Click photographs - Photos may exist for this station.
 AF0085
 AF0085.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0085
 AF0085. The following values were computed from the NAD 83(1990) position.
 AF0085
 AF0085;                    North         East     Units Scale Factor Converg.
 AF0085;SPC FL E     -   371,887.014   250,361.844   MT  0.99997247   +0 14 14.1
 AF0085;SPC FL E     - 1,220,099.31    821,395.48   sFT  0.99997247   +0 14 14.1
 AF0085;UTM  17      - 3,062,892.109   550,344.661   MT  0.99963128   +0 14 14.1
 AF0085
 AF0085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0085!SPC FL E     -   1.00000324  x   0.99997247  =   0.99997571
 AF0085!UTM  17      -   1.00000324  x   0.99963128  =   0.99963452
 AF0085
 AF0085:                Primary Azimuth Mark                     Grid Az
 AF0085:SPC FL E     -  100 KS PIER 3 AZ MK                      196 30 01.0
 AF0085:UTM  17      -  100 KS PIER 3 AZ MK                      196 30 01.0
 AF0085
 AF0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5034462892(NAD 83)
 AF0085
 AF0085|---------------------------------------------------------------------|
 AF0085| PID    Reference Object                     Distance      Geod. Az  |
 AF0085|                                                           dddmmss.s |
 AF0085| DE4102 100 KS PIER 3 AZ MK                                1964415.1 |
 AF0085| AF0086 100 KS PIER 3                        70.711 METERS 21211     |
 AF0085| AF0089 100KS PIER 4 1962                    99.999 METERS 25711     |
 AF0085| AF0087 100K SOUTH PMSS BM 1962              49.998 METERS 25711     |
 AF0085| AF0088 100KS PIER 1 1962                    70.705 METERS 30211     |
 AF0085|---------------------------------------------------------------------|
 AF0085
 AF0085                          SUPERSEDED SURVEY CONTROL
 AF0085
 AF0085  NAD 83(1986)-  27 41 21.56798(N)    080 29 21.94548(W) AD(       ) 2
 AF0085  NAD 27      -  27 41 20.45912(N)    080 29 22.75241(W) AD(       ) 2
 AF0085  NGVD 29               7.46   (m)           24.5    (f) LEVELING    3  
 AF0085
 AF0085.Superseded values are not recommended for survey control.
 AF0085
 AF0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0085.See file dsdata.pdf to determine how the superseded data were derived.
 AF0085
 AF0085_MARKER: Z = SEE DESCRIPTION
 AF0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0085
 AF0085  HISTORY     - Date     Condition        Report By
 AF0085  HISTORY     - 1962     MONUMENTED       CGS
 AF0085  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF0085  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF0085  HISTORY     - 19961216 MARK NOT FOUND   USPSQD
 AF0085
 AF0085                          STATION DESCRIPTION
 AF0085
 AF0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0085'SEE STATION 100K SOUTH PMSS BM
 AF0085
 AF0085                          STATION RECOVERY (1989)
 AF0085
 AF0085'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF0085'MARK NOT FOUND.
 AF0085
 AF0085                          STATION RECOVERY (1994)
 AF0085
 AF0085'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF0085'MARK NOT FOUND.
 AF0085
 AF0085                          STATION RECOVERY (1996)
 AF0085
 AF0085'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF0085'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0086 ***********************************************************************
 AF0086  DESIGNATION -  100 KS PIER 3
 AF0086  PID         -  AF0086
 AF0086  STATE/COUNTY-  FL/INDIAN RIVER
 AF0086  COUNTRY     -  US
 AF0086  USGS QUAD   -  VERO BEACH (2018)
 AF0086
 AF0086                         *CURRENT SURVEY CONTROL
 AF0086  ______________________________________________________________________
 AF0086* NAD 83(1990) POSITION- 27 41 19.61883(N) 080 29 23.30378(W)   ADJUSTED
 AF0086* NAVD 88 ORTHO HEIGHT -     7.00  (+/-2cm)       23.0   (feet) VERTCON3
 AF0086  ______________________________________________________________________
 AF0086  GEOID HEIGHT    -        -27.644 (meters)                     GEOID18
 AF0086  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 AF0086  HORZ ORDER      -  FIRST
 AF0086  VERT ORDER      -  THIRD ? (See Below)
 AF0086
 AF0086.The horizontal coordinates were established by classical geodetic methods
 AF0086.and adjusted by the National Geodetic Survey in May 1991.
 AF0086
 AF0086.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0086
 AF0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0086.GEOID18 height accuracy estimate available here.
 AF0086
 AF0086.The vertical order pertains to the NGVD 29 superseded value.
 AF0086
 AF0086.Click photographs - Photos may exist for this station.
 AF0086
 AF0086.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0086
 AF0086. The following values were computed from the NAD 83(1990) position.
 AF0086
 AF0086;                    North         East     Units Scale Factor Converg.
 AF0086;SPC FL E     -   371,827.012   250,324.434   MT  0.99997242   +0 14 13.5
 AF0086;SPC FL E     - 1,219,902.46    821,272.75   sFT  0.99997242   +0 14 13.5
 AF0086;UTM  17      - 3,062,832.128   550,307.263   MT  0.99963124   +0 14 13.5
 AF0086
 AF0086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0086!SPC FL E     -   1.00000324  x   0.99997242  =   0.99997566
 AF0086!UTM  17      -   1.00000324  x   0.99963124  =   0.99963448
 AF0086
 AF0086:                Primary Azimuth Mark                     Grid Az
 AF0086:SPC FL E     -  SUGAR                                    299 45 10.3
 AF0086:UTM  17      -  SUGAR                                    299 45 10.3
 AF0086
 AF0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5030762832(NAD 83)
 AF0086
 AF0086|---------------------------------------------------------------------|
 AF0086| PID    Reference Object                     Distance      Geod. Az  |
 AF0086|                                                           dddmmss.s |
 AF0086| AF0085 100 KS PIER 2                        70.711 METERS 03211     |
 AF0086| DE4102 100 KS PIER 3 AZ MK                                1922805.7 |
 AF0086| AF3398 KINGSBURY RESET                     APPROX. 0.5 KM 2755446.2 |
 AF0086| AF0345 SUGAR                               APPROX.21.0 KM 2995923.8 |
 AF0086| AF0089 100KS PIER 4 1962                    70.711 METERS 30211     |
 AF0086| AF0087 100K SOUTH PMSS BM 1962              49.999 METERS 34711     |
 AF0086| AF0088 100KS PIER 1 1962                    99.997 METERS 34711     |
 AF0086|---------------------------------------------------------------------|
 AF0086
 AF0086                          SUPERSEDED SURVEY CONTROL
 AF0086
 AF0086  NAD 83(1986)-  27 41 19.62372(N)    080 29 23.31986(W) AD(       ) 1
 AF0086  NAD 27      -  27 41 18.51473(N)    080 29 24.12668(W) AD(       ) 1
 AF0086  NGVD 29               7.46   (m)           24.5    (f) LEVELING    3  
 AF0086
 AF0086.Superseded values are not recommended for survey control.
 AF0086
 AF0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0086.See file dsdata.pdf to determine how the superseded data were derived.
 AF0086
 AF0086_MARKER: Z = SEE DESCRIPTION
 AF0086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0086
 AF0086  HISTORY     - Date     Condition        Report By
 AF0086  HISTORY     - 1962     MONUMENTED       CGS
 AF0086  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF0086  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF0086  HISTORY     - 19961216 MARK NOT FOUND   USPSQD
 AF0086
 AF0086                          STATION DESCRIPTION
 AF0086
 AF0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0086'SEE STATION 100K SOUTH PMSS BM.
 AF0086
 AF0086                          STATION RECOVERY (1989)
 AF0086
 AF0086'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF0086'MARK NOT FOUND.
 AF0086
 AF0086                          STATION RECOVERY (1994)
 AF0086
 AF0086'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF0086'MARK NOT FOUND.
 AF0086
 AF0086                          STATION RECOVERY (1996)
 AF0086
 AF0086'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF0086'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4348 ***********************************************************************
 BG4348  DESIGNATION -  100 PLUS 00
 BG4348  PID         -  BG4348
 BG4348  STATE/COUNTY-  FL/OKALOOSA
 BG4348  COUNTRY     -  US
 BG4348  USGS QUAD   -  VALPARAISO (2018)
 BG4348
 BG4348                         *CURRENT SURVEY CONTROL
 BG4348  ______________________________________________________________________
 BG4348* NAD 83(1990) POSITION- 30 30 00.51811(N) 086 30 46.91532(W)   ADJUSTED
 BG4348* NAVD 88 ORTHO HEIGHT -    16.    (meters)       52.    (feet) SCALED
 BG4348  ______________________________________________________________________
 BG4348  GEOID HEIGHT    -        -27.336 (meters)                     GEOID18
 BG4348  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 BG4348  HORZ ORDER      -  SECOND
 BG4348
 BG4348.The horizontal coordinates were established by classical geodetic methods
 BG4348.and adjusted by the National Geodetic Survey in December 1992.
 BG4348
 BG4348.The orthometric height was scaled from a topographic map.
 BG4348
 BG4348.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4348.GEOID18 height accuracy estimate available here.
 BG4348
 BG4348.Click photographs - Photos may exist for this station.
 BG4348
 BG4348.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG4348
 BG4348. The following values were computed from the NAD 83(1990) position.
 BG4348
 BG4348;                    North         East     Units Scale Factor Converg.
 BG4348;SPC FL N     -   167,994.747   406,768.125   MT  0.99996525   -1 00 41.8
 BG4348;SPC FL N     -   551,162.77  1,334,538.42   sFT  0.99996525   -1 00 41.8
 BG4348;UTM  16      - 3,374,308.255   546,729.909   MT  0.99962694   +0 14 49.8
 BG4348
 BG4348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4348!SPC FL N     -   1.00000180  x   0.99996525  =   0.99996705
 BG4348!UTM  16      -   1.00000180  x   0.99962694  =   0.99962874
 BG4348
 BG4348:                Primary Azimuth Mark                     Grid Az
 BG4348:SPC FL N     -  60 PLUS 00                               193 12 02.6
 BG4348:UTM  16      -  60 PLUS 00                               191 56 31.0
 BG4348
 BG4348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU4672974308(NAD 83)
 BG4348
 BG4348|---------------------------------------------------------------------|
 BG4348| PID    Reference Object                     Distance      Geod. Az  |
 BG4348|                                                           dddmmss.s |
 BG4348| BG4346 60 PLUS 00                          APPROX. 1.2 KM 1921120.8 |
 BG4348|---------------------------------------------------------------------|
 BG4348
 BG4348                          SUPERSEDED SURVEY CONTROL
 BG4348
 BG4348  NAD 83(1990)-  30 30 00.51816(N)    086 30 46.91519(W) AD(       ) 2
 BG4348  NAD 83(1986)-  30 30 00.53683(N)    086 30 46.92168(W) AD(       ) 2
 BG4348  NAD 27      -  30 29 59.82400(N)    086 30 47.10000(W) AD(       ) 2
 BG4348
 BG4348.Superseded values are not recommended for survey control.
 BG4348
 BG4348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4348.See file dsdata.pdf to determine how the superseded data were derived.
 BG4348
 BG4348_MARKER: DD = SURVEY DISK
 BG4348_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG4348_STAMPING: 100+00 51.27
 BG4348_MARK LOGO: USACE
 BG4348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4348
 BG4348  HISTORY     - Date     Condition        Report By
 BG4348  HISTORY     - 1951     MONUMENTED       USACE
 BG4348  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BG4348
 BG4348                          STATION DESCRIPTION
 BG4348
 BG4348'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1951 (DAJ)
 BG4348'STATION IS LOCATED ABOUT 300 FEET WEST OF THE WEST END OF THE
 BG4348'NORTH-SOUTH RUNWAY OF EGLIN FIELD AND ON LINE WITH A LINE
 BG4348'EXTENDING WEST FROM THE NORTH END OF THE RUNWAY.  THE MARK IS
 BG4348'A 4 BY 4 INCH CONCRETE MARK PROJECTING 3 INCHES WITH A BRONZE
 BG4348'DISC IN THE CENTER THAT IS STAMPED, 100+00 51.27 USE.  A WHITE
 BG4348'WITNESS POST MARKS THE STATION SITE.
 BG4348'
 BG4348'THIS STATION IS THE NORTH END OF A TRAVERSE LINE BETWEEN 100+00
 BG4348'USE, 60+00 USE, 30+00 USE, AND 20+00 USE RESPECTIVELY.  TRAVERSE
 BG4348'DISTANCES AND DIRECTION TO THE DIRECTLY CONNECTED STATIONS NOTED
 BG4348'ABOVE.
 BG4348'
 BG4348'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BG4348
 BG4348                          STATION RECOVERY (1987)
 BG4348
 BG4348'RECOVERY NOTE BY US POWER SQUADRON 1987 (SS)
 BG4348'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9532 ***********************************************************************
 AG9532  DESIGNATION -  1002
 AG9532  PID         -  AG9532
 AG9532  STATE/COUNTY-  FL/SARASOTA
 AG9532  COUNTRY     -  US
 AG9532  USGS QUAD   -  BEE RIDGE (2018)
 AG9532
 AG9532                         *CURRENT SURVEY CONTROL
 AG9532  ______________________________________________________________________
 AG9532* NAD 83(2011) POSITION- 27 22 25.00946(N) 082 28 15.86981(W)   ADJUSTED
 AG9532* NAD 83(2011) ELLIP HT-   -16.964 (meters)        (06/27/12)   ADJUSTED
 AG9532* NAD 83(2011) EPOCH   -  2010.00
 AG9532* NAVD 88 ORTHO HEIGHT -     7.5   (meters)       25.    (feet) GPS OBS
 AG9532  ______________________________________________________________________
 AG9532  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9532  GEOID HEIGHT    -        -25.180 (meters)                     GEOID93
 AG9532  GEOID HEIGHT    -        -24.463 (meters)                     GEOID18
 AG9532  NAD 83(2011) X  -    742,653.594 (meters)                     COMP
 AG9532  NAD 83(2011) Y  - -5,619,092.082 (meters)                     COMP
 AG9532  NAD 83(2011) Z  -  2,915,032.855 (meters)                     COMP
 AG9532  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 AG9532
 AG9532  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9532  Standards:
 AG9532         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9532            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9532  -------------------------------------------------------------------
 AG9532  NETWORK    2.48   8.51           1.00   1.03   4.34      0.08096121
 AG9532  -------------------------------------------------------------------
 AG9532  Click here for local accuracies and other accuracy information.
 AG9532
 AG9532.The horizontal coordinates were established by GPS observations
 AG9532.and adjusted by the National Geodetic Survey in June 2012.
 AG9532
 AG9532.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9532.been affixed to the stable North American tectonic plate. See 
 AG9532.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9532
 AG9532.The horizontal coordinates are valid at the epoch date displayed above
 AG9532.which is a decimal equivalence of Year/Month/Day.
 AG9532
 AG9532.The orthometric height was determined by GPS observations and a
 AG9532.high-resolution geoid model.
 AG9532
 AG9532.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9532.GEOID18 height accuracy estimate available here.
 AG9532
 AG9532.Click photographs - Photos may exist for this station.
 AG9532
 AG9532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9532
 AG9532.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9532
 AG9532.The ellipsoidal height was determined by GPS observations
 AG9532.and is referenced to NAD 83.
 AG9532
 AG9532. The following values were computed from the NAD 83(2011) position.
 AG9532
 AG9532;                    North         East     Units Scale Factor Converg.
 AG9532;SPC FL W     -   336,888.515   153,401.458   MT  0.99996797   -0 12 59.8
 AG9532;SPC FL W     - 1,105,275.07    503,284.62   sFT  0.99996797   -0 12 59.8
 AG9532;UTM  17      - 3,028,676.315   354,523.176   MT  0.99986125   -0 40 35.4
 AG9532
 AG9532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9532!SPC FL W     -   1.00000266  x   0.99996797  =   0.99997063
 AG9532!UTM  17      -   1.00000266  x   0.99986125  =   0.99986391
 AG9532
 AG9532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5452328676(NAD 83)
 AG9532
 AG9532                          SUPERSEDED SURVEY CONTROL
 AG9532
 AG9532  NAD 83(2007)-  27 22 25.00939(N)    082 28 15.86959(W) AD(2002.00) 0
 AG9532  ELLIP H (02/10/07)  -16.950  (m)                       GP(2002.00)    
 AG9532  NAD 83(1999)-  27 22 25.00930(N)    082 28 15.87068(W) AD(       ) 1
 AG9532  ELLIP H (06/19/01)  -16.900  (m)                       GP(       ) 4 1
 AG9532  NAD 83(1990)-  27 22 25.00793(N)    082 28 15.87009(W) AD(       ) 1
 AG9532  ELLIP H (05/09/94)  -16.854  (m)                       GP(       ) 4 2
 AG9532
 AG9532.Superseded values are not recommended for survey control.
 AG9532
 AG9532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9532.See file dsdata.pdf to determine how the superseded data were derived.
 AG9532
 AG9532_MARKER: DD = SURVEY DISK
 AG9532_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AG9532_STAMPING: GPS STA 1002
 AG9532_MARK LOGO: FL-115
 AG9532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9532+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1992
 AG9532
 AG9532  HISTORY     - Date     Condition        Report By
 AG9532  HISTORY     - UNK      MONUMENTED
 AG9532  HISTORY     - 19921102 GOOD             FL-115
 AG9532
 AG9532                          STATION DESCRIPTION
 AG9532
 AG9532'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9532'THE STATION IS 120 FT (36.58 M) SOUTHEASTERLY OF THE INTERSECTION ON
 AG9532'47TH AND HAROLD AVENUE, 95 FT (28.96 M) SOUTHERLY OF A HOG WIRE FENCE
 AG9532'AND NORTHERLY OF A DRAINAGE DITCH.
 AG9532'THE STATION IS A SARASOTA G.P.S. STATION DISK STAMPED ---1002--- SET
 AG9532'IN A CONCRETE MONUMENT. IT IS 100.3 FT (30.57 M) SOUTHEASTERLY OF A
 AG9532'18-INCH PINE TREE WITH A STANDARD SARCO REFERENCE NAIL AND DISK,
 AG9532'96.12 FT (29.30 M) SOUTHWESTERLY OF A FENCE POST WITH A STANDARD
 AG9532'SARCO REFERENCE NAIL AND DISK, AND 65.85 FT (20.07 M) NORTHWESTERLY
 AG9532'OF A 13-INCH PINE TREE WITH A STANDARD SARCO REFERENCE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0087 ***********************************************************************
 AF0087  DESIGNATION -  100K SOUTH PMSS BM 1962
 AF0087  PID         -  AF0087
 AF0087  STATE/COUNTY-  FL/INDIAN RIVER
 AF0087  COUNTRY     -  US
 AF0087  USGS QUAD   -  VERO BEACH (2018)
 AF0087
 AF0087                         *CURRENT SURVEY CONTROL
 AF0087  ______________________________________________________________________
 AF0087* NAD 83(1990) POSITION- 27 41 21.20267(N) 080 29 23.70859(W)   ADJUSTED
 AF0087* NAVD 88 ORTHO HEIGHT -     7.00  (+/-2cm)       23.0   (feet) VERTCON3
 AF0087  ______________________________________________________________________
 AF0087  GEOID HEIGHT    -        -27.645 (meters)                     GEOID18
 AF0087  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 AF0087  HORZ ORDER      -  FIRST
 AF0087  VERT ORDER      -  THIRD ? (See Below)
 AF0087
 AF0087.The horizontal coordinates were established by classical geodetic methods
 AF0087.and adjusted by the National Geodetic Survey in May 1991.
 AF0087
 AF0087.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0087
 AF0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0087.GEOID18 height accuracy estimate available here.
 AF0087
 AF0087.The vertical order pertains to the NGVD 29 superseded value.
 AF0087
 AF0087.Click photographs - Photos may exist for this station.
 AF0087
 AF0087.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0087
 AF0087. The following values were computed from the NAD 83(1990) position.
 AF0087
 AF0087;                    North         East     Units Scale Factor Converg.
 AF0087;SPC FL E     -   371,875.718   250,313.140   MT  0.99997241   +0 14 13.3
 AF0087;SPC FL E     - 1,220,062.25    821,235.69   sFT  0.99997241   +0 14 13.3
 AF0087;UTM  17      - 3,062,880.817   550,295.974   MT  0.99963122   +0 14 13.3
 AF0087
 AF0087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0087!SPC FL E     -   1.00000324  x   0.99997241  =   0.99997565
 AF0087!UTM  17      -   1.00000324  x   0.99963122  =   0.99963446
 AF0087
 AF0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5029562880(NAD 83)
 AF0087
 AF0087                          SUPERSEDED SURVEY CONTROL
 AF0087
 AF0087  NAD 83(1986)-  27 41 21.20755(N)    080 29 23.72467(W) AD(       ) 1
 AF0087  NAD 27      -  27 41 20.09862(N)    080 29 24.53154(W) AD(       ) 1
 AF0087  NGVD 29               7.46   (m)           24.5    (f) LEVELING    3  
 AF0087
 AF0087.Superseded values are not recommended for survey control.
 AF0087
 AF0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0087.See file dsdata.pdf to determine how the superseded data were derived.
 AF0087
 AF0087_MARKER: Z = SEE DESCRIPTION
 AF0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0087+STABILITY: SURFACE MOTION
 AF0087
 AF0087  HISTORY     - Date     Condition        Report By
 AF0087  HISTORY     - 1962     MONUMENTED       CGS
 AF0087  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF0087  HISTORY     - 19961216 MARK NOT FOUND   USPSQD
 AF0087
 AF0087                          STATION DESCRIPTION
 AF0087
 AF0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0087'20 MILES SOUTH OF THE MISTRAM TRACKING SITE OF VALKARIA.  THE
 AF0087'MARK IS A K AND E TARGET SET IN THE CENTER OF AN INSTRUMENT
 AF0087'TRIBRACH, WHICH IS MOUNTED ON TOP OF A ROUND CONCRETE PIER INSIDE
 AF0087'THE 100 KS ANTENNA BUILDING.
 AF0087'
 AF0087'LEVELS WERE ALSO RUN TO K AND E TARGETS ON THEODOLITE PIERS 1
 AF0087'(NORTH), 2 (EAST), 3 (SOUTH), 4 (WEST).  THESE PIERS ARE SIMILAR IN
 AF0087'CONSTRUCTION TO 100 KS.
 AF0087
 AF0087                          STATION RECOVERY (1994)
 AF0087
 AF0087'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF0087'MARK NOT FOUND.
 AF0087
 AF0087                          STATION RECOVERY (1996)
 AF0087
 AF0087'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF0087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0376 ***********************************************************************
 AF0376  DESIGNATION -  100K WEST PMSS BM 1962
 AF0376  PID         -  AF0376
 AF0376  STATE/COUNTY-  FL/BREVARD
 AF0376  COUNTRY     -  US
 AF0376  USGS QUAD   -  KENANSVILLE SE (2018)
 AF0376
 AF0376                         *CURRENT SURVEY CONTROL
 AF0376  ______________________________________________________________________
 AF0376* NAD 83(1990) POSITION- 27 51 11.64627(N) 080 51 26.42195(W)   ADJUSTED
 AF0376* NAVD 88 ORTHO HEIGHT -    14.41  (+/-2cm)       47.3   (feet) VERTCON3
 AF0376  ______________________________________________________________________
 AF0376  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 AF0376  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 AF0376  HORZ ORDER      -  SECOND
 AF0376  VERT ORDER      -  THIRD ? (See Below)
 AF0376
 AF0376.The horizontal coordinates were established by classical geodetic methods
 AF0376.and adjusted by the National Geodetic Survey in May 1991.
 AF0376
 AF0376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0376
 AF0376.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0376.GEOID18 height accuracy estimate available here.
 AF0376
 AF0376.The vertical order pertains to the NGVD 29 superseded value.
 AF0376
 AF0376.Click photographs - Photos may exist for this station.
 AF0376
 AF0376.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0376
 AF0376. The following values were computed from the NAD 83(1990) position.
 AF0376
 AF0376;                    North         East     Units Scale Factor Converg.
 AF0376;SPC FL E     -   389,953.880   214,050.508   MT  0.99994361   +0 03 59.9
 AF0376;SPC FL E     - 1,279,373.69    702,264.04   sFT  0.99994361   +0 03 59.9
 AF0376;UTM  17      - 3,080,952.811   514,045.714   MT  0.99960243   +0 03 59.9
 AF0376
 AF0376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0376!SPC FL E     -   1.00000204  x   0.99994361  =   0.99994565
 AF0376!UTM  17      -   1.00000204  x   0.99960243  =   0.99960447
 AF0376
 AF0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1404580952(NAD 83)
 AF0376
 AF0376                          SUPERSEDED SURVEY CONTROL
 AF0376
 AF0376  NAD 83(1986)-  27 51 11.65226(N)    080 51 26.43747(W) AD(       ) 2
 AF0376  NAD 27      -  27 51 10.56092(N)    080 51 27.22014(W) AD(       ) 2
 AF0376  NGVD 29              14.78   (m)           48.5    (f) LEVELING    3  
 AF0376
 AF0376.Superseded values are not recommended for survey control.
 AF0376
 AF0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0376.See file dsdata.pdf to determine how the superseded data were derived.
 AF0376
 AF0376_MARKER: Z = SEE DESCRIPTION
 AF0376_SETTING: 0 = UNSPECIFIED SETTING
 AF0376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0376
 AF0376  HISTORY     - Date     Condition        Report By
 AF0376  HISTORY     - 1962     MONUMENTED       CGS
 AF0376
 AF0376                          STATION DESCRIPTION
 AF0376
 AF0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0376'20 MILES WEST OF THE MISTRAM TRACKING SITE AT VALKARIA.  THE
 AF0376'MARK IS A K AND E TARGET SET IN THE CENTER OF AN INSTRUMENT
 AF0376'TRIBRACH, WHICH IS MOUNTED ON THE TOP OF A ROUND CONCRETE PIER
 AF0376'INSIDE 100 KW ANTENNA BUILDING.
 AF0376'
 AF0376'LEVELS WERE ALSO RUN TO K AND E TARGETS ON THEODOLITE PIERS 1
 AF0376'(NORTH), 2 (EAST), 3 (SOUTH), 4 (WEST).  THESE PIERS ARE SIMILAR IN
 AF0376'CONSTRUCTION TO 100 KW.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0091 ***********************************************************************
 AF0091  DESIGNATION -  100KS BORE 1962
 AF0091  PID         -  AF0091
 AF0091  STATE/COUNTY-  FL/INDIAN RIVER
 AF0091  COUNTRY     -  US
 AF0091  USGS QUAD   -  VERO BEACH (2018)
 AF0091
 AF0091                         *CURRENT SURVEY CONTROL
 AF0091  ______________________________________________________________________
 AF0091* NAD 83(1990) POSITION- 27 41 21.16461(N) 080 29 40.55470(W)   ADJUSTED
 AF0091* NAVD 88 ORTHO HEIGHT -     6.18  (+/-2cm)       20.3   (feet) VERTCON3
 AF0091  ______________________________________________________________________
 AF0091  GEOID HEIGHT    -        -27.637 (meters)                     GEOID18
 AF0091  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 AF0091  HORZ ORDER      -  SECOND
 AF0091  VERT ORDER      -  THIRD ? (See Below)
 AF0091
 AF0091.The horizontal coordinates were established by classical geodetic methods
 AF0091.and adjusted by the National Geodetic Survey in May 1991.
 AF0091
 AF0091.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0091
 AF0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0091.GEOID18 height accuracy estimate available here.
 AF0091
 AF0091.The vertical order pertains to the NGVD 29 superseded value.
 AF0091
 AF0091.Click photographs - Photos may exist for this station.
 AF0091
 AF0091.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0091
 AF0091. The following values were computed from the NAD 83(1990) position.
 AF0091
 AF0091;                    North         East     Units Scale Factor Converg.
 AF0091;SPC FL E     -   371,872.646   249,851.566   MT  0.99997184   +0 14 05.5
 AF0091;SPC FL E     - 1,220,052.17    819,721.35   sFT  0.99997184   +0 14 05.5
 AF0091;UTM  17      - 3,062,877.746   549,834.557   MT  0.99963065   +0 14 05.5
 AF0091
 AF0091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0091!SPC FL E     -   1.00000337  x   0.99997184  =   0.99997521
 AF0091!UTM  17      -   1.00000337  x   0.99963065  =   0.99963402
 AF0091
 AF0091:                Primary Azimuth Mark                     Grid Az
 AF0091:SPC FL E     -  100 KS PIER 3                            095 30 43.8
 AF0091:UTM  17      -  100 KS PIER 3                            095 30 43.8
 AF0091
 AF0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4983462877(NAD 83)
 AF0091
 AF0091|---------------------------------------------------------------------|
 AF0091| PID    Reference Object                     Distance      Geod. Az  |
 AF0091|                                                           dddmmss.s |
 AF0091| AF0086 100 KS PIER 3                       475.078 METERS 0954449.3 |
 AF0091| AF0092 KINGSBURY 2                          29.838 METERS 27656     |
 AF0091| AF3398 KINGSBURY RESET                      54.839 METERS 27720     |
 AF0091|---------------------------------------------------------------------|
 AF0091
 AF0091                          SUPERSEDED SURVEY CONTROL
 AF0091
 AF0091  NAD 83(1986)-  27 41 21.16950(N)    080 29 40.57074(W) AD(       ) 2
 AF0091  NAD 27      -  27 41 20.06003(N)    080 29 41.37719(W) AD(       ) 2
 AF0091  NGVD 29               6.64   (m)           21.8    (f) LEVELING    3  
 AF0091
 AF0091.Superseded values are not recommended for survey control.
 AF0091
 AF0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0091.See file dsdata.pdf to determine how the superseded data were derived.
 AF0091
 AF0091_MARKER: U = CONCRETE POST
 AF0091_SETTING: 2 = IMBEDDED OR DRIVEN IN THE GROUND
 AF0091_SP_SET: OBJECT IMBEDDED IN GROUND
 AF0091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0091
 AF0091  HISTORY     - Date     Condition        Report By
 AF0091  HISTORY     - 1962     MONUMENTED       CGS
 AF0091  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF0091  HISTORY     - 19961216 MARK NOT FOUND   USPSQD
 AF0091
 AF0091                          STATION DESCRIPTION
 AF0091
 AF0091'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0091'LOCATED ABOUT 0.25 MILE WEST OF THE 100 KS MISTRAM TRACKING SITE
 AF0091'AND 229 FEET EAST OF A DIRT ROAD THAT LEADS NORTH AND SOUTH.  THE
 AF0091'MARK IS A 10 X 10 INCH CONCRETE POST SET FLUSH WITH THE SURFACE.
 AF0091
 AF0091                          STATION RECOVERY (1994)
 AF0091
 AF0091'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF0091'MARK NOT FOUND.
 AF0091
 AF0091                          STATION RECOVERY (1996)
 AF0091
 AF0091'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF0091'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0088 ***********************************************************************
 AF0088  DESIGNATION -  100KS PIER 1 1962
 AF0088  PID         -  AF0088
 AF0088  STATE/COUNTY-  FL/INDIAN RIVER
 AF0088  COUNTRY     -  US
 AF0088  USGS QUAD   -  VERO BEACH (2018)
 AF0088
 AF0088                         *CURRENT SURVEY CONTROL
 AF0088  ______________________________________________________________________
 AF0088* NAD 83(1990) POSITION- 27 41 22.78646(N) 080 29 24.11339(W)   ADJUSTED
 AF0088* NAVD 88 ORTHO HEIGHT -     7.00  (+/-2cm)       23.0   (feet) VERTCON3
 AF0088  ______________________________________________________________________
 AF0088  GEOID HEIGHT    -        -27.645 (meters)                     GEOID18
 AF0088  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 AF0088  HORZ ORDER      -  SECOND
 AF0088  VERT ORDER      -  THIRD ? (See Below)
 AF0088
 AF0088.The horizontal coordinates were established by classical geodetic methods
 AF0088.and adjusted by the National Geodetic Survey in May 1991.
 AF0088
 AF0088.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0088
 AF0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0088.GEOID18 height accuracy estimate available here.
 AF0088
 AF0088.The vertical order pertains to the NGVD 29 superseded value.
 AF0088
 AF0088.Click photographs - Photos may exist for this station.
 AF0088
 AF0088.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0088
 AF0088. The following values were computed from the NAD 83(1990) position.
 AF0088
 AF0088;                    North         East     Units Scale Factor Converg.
 AF0088;SPC FL E     -   371,924.422   250,301.847   MT  0.99997240   +0 14 13.1
 AF0088;SPC FL E     - 1,220,222.04    821,198.64   sFT  0.99997240   +0 14 13.1
 AF0088;UTM  17      - 3,062,929.505   550,284.684   MT  0.99963121   +0 14 13.1
 AF0088
 AF0088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0088!SPC FL E     -   1.00000324  x   0.99997240  =   0.99997564
 AF0088!UTM  17      -   1.00000324  x   0.99963121  =   0.99963445
 AF0088
 AF0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5028462929(NAD 83)
 AF0088
 AF0088                          SUPERSEDED SURVEY CONTROL
 AF0088
 AF0088  NAD 83(1986)-  27 41 22.79133(N)    080 29 24.12946(W) AD(       ) 2
 AF0088  NAD 27      -  27 41 21.68245(N)    080 29 24.93639(W) AD(       ) 2
 AF0088  NGVD 29               7.46   (m)           24.5    (f) LEVELING    3  
 AF0088
 AF0088.Superseded values are not recommended for survey control.
 AF0088
 AF0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0088.See file dsdata.pdf to determine how the superseded data were derived.
 AF0088
 AF0088_MARKER: Z = SEE DESCRIPTION
 AF0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0088+STABILITY: SURFACE MOTION
 AF0088
 AF0088  HISTORY     - Date     Condition        Report By
 AF0088  HISTORY     - 1962     MONUMENTED       CGS
 AF0088  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF0088  HISTORY     - 19961216 MARK NOT FOUND   USPSQD
 AF0088
 AF0088                          STATION DESCRIPTION
 AF0088
 AF0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0088'SEE STATION 100K SOUTH PMSS BM.
 AF0088
 AF0088                          STATION RECOVERY (1994)
 AF0088
 AF0088'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF0088'MARK NOT FOUND.
 AF0088
 AF0088                          STATION RECOVERY (1996)
 AF0088
 AF0088'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF0088'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0089 ***********************************************************************
 AF0089  DESIGNATION -  100KS PIER 4 1962
 AF0089  PID         -  AF0089
 AF0089  STATE/COUNTY-  FL/INDIAN RIVER
 AF0089  COUNTRY     -  US
 AF0089  USGS QUAD   -  VERO BEACH (2018)
 AF0089
 AF0089                         *CURRENT SURVEY CONTROL
 AF0089  ______________________________________________________________________
 AF0089* NAD 83(1990) POSITION- 27 41 20.84231(N) 080 29 25.48794(W)   ADJUSTED
 AF0089* NAVD 88 ORTHO HEIGHT -     7.00  (+/-2cm)       23.0   (feet) VERTCON3
 AF0089  ______________________________________________________________________
 AF0089  GEOID HEIGHT    -        -27.644 (meters)                     GEOID18
 AF0089  LAPLACE CORR    -         -1.70  (seconds)                    DEFLEC18
 AF0089  HORZ ORDER      -  SECOND
 AF0089  VERT ORDER      -  THIRD ? (See Below)
 AF0089
 AF0089.The horizontal coordinates were established by classical geodetic methods
 AF0089.and adjusted by the National Geodetic Survey in May 1991.
 AF0089
 AF0089.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0089
 AF0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0089.GEOID18 height accuracy estimate available here.
 AF0089
 AF0089.The vertical order pertains to the NGVD 29 superseded value.
 AF0089
 AF0089.Click photographs - Photos may exist for this station.
 AF0089
 AF0089.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0089
 AF0089. The following values were computed from the NAD 83(1990) position.
 AF0089
 AF0089;                    North         East     Units Scale Factor Converg.
 AF0089;SPC FL E     -   371,864.424   250,264.432   MT  0.99997235   +0 14 12.5
 AF0089;SPC FL E     - 1,220,025.20    821,075.89   sFT  0.99997235   +0 14 12.5
 AF0089;UTM  17      - 3,062,869.527   550,247.282   MT  0.99963116   +0 14 12.5
 AF0089
 AF0089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0089!SPC FL E     -   1.00000324  x   0.99997235  =   0.99997559
 AF0089!UTM  17      -   1.00000324  x   0.99963116  =   0.99963440
 AF0089
 AF0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5024762869(NAD 83)
 AF0089
 AF0089                          SUPERSEDED SURVEY CONTROL
 AF0089
 AF0089  NAD 83(1986)-  27 41 20.84719(N)    080 29 25.50401(W) AD(       ) 2
 AF0089  NAD 27      -  27 41 19.73819(N)    080 29 26.31083(W) AD(       ) 2
 AF0089  NGVD 29               7.46   (m)           24.5    (f) LEVELING    3  
 AF0089
 AF0089.Superseded values are not recommended for survey control.
 AF0089
 AF0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0089.See file dsdata.pdf to determine how the superseded data were derived.
 AF0089
 AF0089_MARKER: Z = SEE DESCRIPTION
 AF0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0089+STABILITY: SURFACE MOTION
 AF0089
 AF0089  HISTORY     - Date     Condition        Report By
 AF0089  HISTORY     - 1962     MONUMENTED       CGS
 AF0089  HISTORY     - 19940801 MARK NOT FOUND   USPSQD
 AF0089  HISTORY     - 19961216 MARK NOT FOUND   USPSQD
 AF0089
 AF0089                          STATION DESCRIPTION
 AF0089
 AF0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0089'SEE STATION 100K SOUTH PMSS BM.
 AF0089
 AF0089                          STATION RECOVERY (1994)
 AF0089
 AF0089'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF0089'MARK NOT FOUND.
 AF0089
 AF0089                          STATION RECOVERY (1996)
 AF0089
 AF0089'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF0089'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0375 ***********************************************************************
 AF0375  DESIGNATION -  100KW BORE 1962
 AF0375  PID         -  AF0375
 AF0375  STATE/COUNTY-  FL/BREVARD
 AF0375  COUNTRY     -  US
 AF0375  USGS QUAD   -  KENANSVILLE SE (2018)
 AF0375
 AF0375                         *CURRENT SURVEY CONTROL
 AF0375  ______________________________________________________________________
 AF0375* NAD 83(1990) POSITION- 27 51 19.59766(N) 080 51 40.71259(W)   ADJUSTED
 AF0375* NAVD 88 ORTHO HEIGHT -    13.57  (+/-2cm)       44.5   (feet) VERTCON3
 AF0375  ______________________________________________________________________
 AF0375  GEOID HEIGHT    -        -27.408 (meters)                     GEOID18
 AF0375  LAPLACE CORR    -         -2.14  (seconds)                    DEFLEC18
 AF0375  HORZ ORDER      -  SECOND
 AF0375  VERT ORDER      -  THIRD ? (See Below)
 AF0375
 AF0375.The horizontal coordinates were established by classical geodetic methods
 AF0375.and adjusted by the National Geodetic Survey in May 1991.
 AF0375
 AF0375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0375
 AF0375.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0375.GEOID18 height accuracy estimate available here.
 AF0375
 AF0375.The vertical order pertains to the NGVD 29 superseded value.
 AF0375
 AF0375.Click photographs - Photos may exist for this station.
 AF0375
 AF0375.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0375
 AF0375. The following values were computed from the NAD 83(1990) position.
 AF0375
 AF0375;                    North         East     Units Scale Factor Converg.
 AF0375;SPC FL E     -   390,198.182   213,659.266   MT  0.99994348   +0 03 53.3
 AF0375;SPC FL E     - 1,280,175.20    700,980.44   sFT  0.99994348   +0 03 53.3
 AF0375;UTM  17      - 3,081,197.029   513,654.606   MT  0.99960230   +0 03 53.3
 AF0375
 AF0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0375!SPC FL E     -   1.00000217  x   0.99994348  =   0.99994565
 AF0375!UTM  17      -   1.00000217  x   0.99960230  =   0.99960447
 AF0375
 AF0375:                Primary Azimuth Mark                     Grid Az
 AF0375:SPC FL E     -  100KW PIER 1 1962                        117 55 45.0
 AF0375:UTM  17      -  100KW PIER 1 1962                        117 55 45.0
 AF0375
 AF0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1365481197(NAD 83)
 AF0375
 AF0375|---------------------------------------------------------------------|
 AF0375| PID    Reference Object                     Distance      Geod. Az  |
 AF0375|                                                           dddmmss.s |
 AF0375| AF0373 100KW PIER 1 1962                   422.214 METERS 1175938.3 |
 AF0375| AF0374 100KW PIER 4 1962                   433.299 METERS 1272134.2 |
 AF0375|---------------------------------------------------------------------|
 AF0375
 AF0375                          SUPERSEDED SURVEY CONTROL
 AF0375
 AF0375  NAD 83(1986)-  27 51 19.60365(N)    080 51 40.72805(W) AD(       ) 2
 AF0375  NAD 27      -  27 51 18.51256(N)    080 51 41.51037(W) AD(       ) 2
 AF0375  NGVD 29              13.94   (m)           45.7    (f) LEVELING    3  
 AF0375
 AF0375.Superseded values are not recommended for survey control.
 AF0375
 AF0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0375.See file dsdata.pdf to determine how the superseded data were derived.
 AF0375
 AF0375_MARKER: DD = SURVEY DISK
 AF0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0375+STABILITY: SURFACE MOTION
 AF0375
 AF0375  HISTORY     - Date     Condition        Report By
 AF0375  HISTORY     - 1962     MONUMENTED       CGS
 AF0375
 AF0375                          STATION DESCRIPTION
 AF0375
 AF0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0375'LOCATED 0.25 MILE NORTHWEST OF 100 KW MISTRAM TRACKING SITE, 7
 AF0375'FEET SOUTH OF A CONCRETE BLOCK BUILDING AND 6 FEET EAST OF A
 AF0375'BORESIGHT TOWER THAT SUPPORTS AN ANTENNA.
 AF0375'
 AF0375'A TRAVERSE CONNECTION WAS MADE TO 100 KW PIER 4 AND THE DISTANCE
 AF0375'IS 433.2968 METERS OR 1,421.57 FEET NORTHWEST OF 100 KW PIER 4.  THE
 AF0375'MARK IS A PLAIN BRASS DISK SET IN A 10 X 10 INCH CONCRETE POST
 AF0375'PROJECTING 3 INCHES AND SET DIRECTLY UNDER A 4 FOOT DISH ANTENNA
 AF0375'MOUNTED AT THE 100 FOOT LEVEL OF THE BORESIGHT TOWER WITH A K AND
 AF0375'E TARGET GLUED TO THE BOTTOM OF THE WINDOW FRAME OF THE WAVE GUIDE
 AF0375'EXTENDING THROUGH THE CENTER OF THE DISH ANTENNA.  THE DISK IS
 AF0375'STAMPED 100 KW BORE 1962.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0373 ***********************************************************************
 AF0373  DESIGNATION -  100KW PIER 1 1962
 AF0373  PID         -  AF0373
 AF0373  STATE/COUNTY-  FL/BREVARD
 AF0373  COUNTRY     -  US
 AF0373  USGS QUAD   -  KENANSVILLE SE (2018)
 AF0373
 AF0373                         *CURRENT SURVEY CONTROL
 AF0373  ______________________________________________________________________
 AF0373* NAD 83(1990) POSITION- 27 51 13.15946(N) 080 51 27.08614(W)   ADJUSTED
 AF0373* NAVD 88 ORTHO HEIGHT -    14.40  (+/-2cm)       47.2   (feet) VERTCON3
 AF0373  ______________________________________________________________________
 AF0373  GEOID HEIGHT    -        -27.410 (meters)                     GEOID18
 AF0373  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 AF0373  HORZ ORDER      -  SECOND
 AF0373  VERT ORDER      -  THIRD ? (See Below)
 AF0373
 AF0373.The horizontal coordinates were established by classical geodetic methods
 AF0373.and adjusted by the National Geodetic Survey in May 1991.
 AF0373
 AF0373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0373
 AF0373.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0373.GEOID18 height accuracy estimate available here.
 AF0373
 AF0373.The vertical order pertains to the NGVD 29 superseded value.
 AF0373
 AF0373.Click photographs - Photos may exist for this station.
 AF0373
 AF0373.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0373
 AF0373. The following values were computed from the NAD 83(1990) position.
 AF0373
 AF0373;                    North         East     Units Scale Factor Converg.
 AF0373;SPC FL E     -   390,000.436   214,032.283   MT  0.99994361   +0 03 59.6
 AF0373;SPC FL E     - 1,279,526.43    702,204.25   sFT  0.99994361   +0 03 59.6
 AF0373;UTM  17      - 3,080,999.351   514,027.495   MT  0.99960243   +0 03 59.6
 AF0373
 AF0373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0373!SPC FL E     -   1.00000204  x   0.99994361  =   0.99994565
 AF0373!UTM  17      -   1.00000204  x   0.99960243  =   0.99960447
 AF0373
 AF0373:                Primary Azimuth Mark                     Grid Az
 AF0373:SPC FL E     -  PADRICK AZ MK                            090 31 29.4
 AF0373:UTM  17      -  PADRICK AZ MK                            090 31 29.4
 AF0373
 AF0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1402780999(NAD 83)
 AF0373
 AF0373|---------------------------------------------------------------------|
 AF0373| PID    Reference Object                     Distance      Geod. Az  |
 AF0373|                                                           dddmmss.s |
 AF0373| AF6307 PADRICK AZ MK                       APPROX. 1.0 KM 0903529.0 |
 AF0373| AF0371 100KW PIER 2 1962                    70.710 METERS 11341     |
 AF0373| AF0376 100K WEST PMSS BM 1962               49.999 METERS 15841     |
 AF0373| AF0374 100KW PIER 4 1962                    70.711 METERS 20341     |
 AF0373|---------------------------------------------------------------------|
 AF0373
 AF0373                          SUPERSEDED SURVEY CONTROL
 AF0373
 AF0373  NAD 83(1986)-  27 51 13.16542(N)    080 51 27.10164(W) AD(       ) 2
 AF0373  NAD 27      -  27 51 12.07416(N)    080 51 27.88431(W) AD(       ) 2
 AF0373  NGVD 29              14.77   (m)           48.5    (f) LEVELING    3  
 AF0373
 AF0373.Superseded values are not recommended for survey control.
 AF0373
 AF0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0373.See file dsdata.pdf to determine how the superseded data were derived.
 AF0373
 AF0373_MARKER: Z = SEE DESCRIPTION
 AF0373_SETTING: 0 = UNSPECIFIED SETTING
 AF0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0373
 AF0373  HISTORY     - Date     Condition        Report By
 AF0373  HISTORY     - 1962     MONUMENTED       CGS
 AF0373
 AF0373                          STATION DESCRIPTION
 AF0373
 AF0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0373'SEE STATION 100 K WEST PMSS BM
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0371 ***********************************************************************
 AF0371  DESIGNATION -  100KW PIER 2 1962
 AF0371  PID         -  AF0371
 AF0371  STATE/COUNTY-  FL/BREVARD
 AF0371  COUNTRY     -  US
 AF0371  USGS QUAD   -  KENANSVILLE SE (2018)
 AF0371
 AF0371                         *CURRENT SURVEY CONTROL
 AF0371  ______________________________________________________________________
 AF0371* NAD 83(1990) POSITION- 27 51 12.23661(N) 080 51 24.71941(W)   ADJUSTED
 AF0371* NAVD 88 ORTHO HEIGHT -    14.40  (+/-2cm)       47.2   (feet) VERTCON3
 AF0371  ______________________________________________________________________
 AF0371  GEOID HEIGHT    -        -27.410 (meters)                     GEOID18
 AF0371  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 AF0371  HORZ ORDER      -  SECOND
 AF0371  VERT ORDER      -  THIRD ? (See Below)
 AF0371
 AF0371.The horizontal coordinates were established by classical geodetic methods
 AF0371.and adjusted by the National Geodetic Survey in May 1991.
 AF0371
 AF0371.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0371
 AF0371.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0371.GEOID18 height accuracy estimate available here.
 AF0371
 AF0371.The vertical order pertains to the NGVD 29 superseded value.
 AF0371
 AF0371.Click photographs - Photos may exist for this station.
 AF0371
 AF0371.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0371
 AF0371. The following values were computed from the NAD 83(1990) position.
 AF0371
 AF0371;                    North         East     Units Scale Factor Converg.
 AF0371;SPC FL E     -   389,972.106   214,097.065   MT  0.99994363   +0 04 00.7
 AF0371;SPC FL E     - 1,279,433.48    702,416.79   sFT  0.99994363   +0 04 00.7
 AF0371;UTM  17      - 3,080,971.030   514,092.255   MT  0.99960245   +0 04 00.7
 AF0371
 AF0371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0371!SPC FL E     -   1.00000204  x   0.99994363  =   0.99994567
 AF0371!UTM  17      -   1.00000204  x   0.99960245  =   0.99960449
 AF0371
 AF0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1409280971(NAD 83)
 AF0371
 AF0371                          SUPERSEDED SURVEY CONTROL
 AF0371
 AF0371  NAD 83(1986)-  27 51 12.24257(N)    080 51 24.73496(W) AD(       ) 2
 AF0371  NAD 27      -  27 51 11.15128(N)    080 51 25.51765(W) AD(       ) 2
 AF0371  NGVD 29              14.77   (m)           48.5    (f) LEVELING    3  
 AF0371
 AF0371.Superseded values are not recommended for survey control.
 AF0371
 AF0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0371.See file dsdata.pdf to determine how the superseded data were derived.
 AF0371
 AF0371_MARKER: Z = SEE DESCRIPTION
 AF0371_SETTING: 0 = UNSPECIFIED SETTING
 AF0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0371
 AF0371  HISTORY     - Date     Condition        Report By
 AF0371  HISTORY     - 1962     MONUMENTED       CGS
 AF0371
 AF0371                          STATION DESCRIPTION
 AF0371
 AF0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0371'SEE STATION 100 K WEST PMSS BM
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0372 ***********************************************************************
 AF0372  DESIGNATION -  100KW PIER 3 1962
 AF0372  PID         -  AF0372
 AF0372  STATE/COUNTY-  FL/BREVARD
 AF0372  COUNTRY     -  US
 AF0372  USGS QUAD   -  KENANSVILLE SE (2018)
 AF0372
 AF0372                         *CURRENT SURVEY CONTROL
 AF0372  ______________________________________________________________________
 AF0372* NAD 83(1990) POSITION- 27 51 10.13307(N) 080 51 25.75774(W)   ADJUSTED
 AF0372* NAVD 88 ORTHO HEIGHT -    14.40  (+/-2cm)       47.2   (feet) VERTCON3
 AF0372  ______________________________________________________________________
 AF0372  GEOID HEIGHT    -        -27.408 (meters)                     GEOID18
 AF0372  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 AF0372  HORZ ORDER      -  SECOND
 AF0372  VERT ORDER      -  THIRD ? (See Below)
 AF0372
 AF0372.The horizontal coordinates were established by classical geodetic methods
 AF0372.and adjusted by the National Geodetic Survey in May 1991.
 AF0372
 AF0372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0372
 AF0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0372.GEOID18 height accuracy estimate available here.
 AF0372
 AF0372.The vertical order pertains to the NGVD 29 superseded value.
 AF0372
 AF0372.Click photographs - Photos may exist for this station.
 AF0372
 AF0372.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0372
 AF0372. The following values were computed from the NAD 83(1990) position.
 AF0372
 AF0372;                    North         East     Units Scale Factor Converg.
 AF0372;SPC FL E     -   389,907.324   214,068.734   MT  0.99994362   +0 04 00.3
 AF0372;SPC FL E     - 1,279,220.95    702,323.84   sFT  0.99994362   +0 04 00.3
 AF0372;UTM  17      - 3,080,906.271   514,063.933   MT  0.99960244   +0 04 00.3
 AF0372
 AF0372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0372!SPC FL E     -   1.00000204  x   0.99994362  =   0.99994566
 AF0372!UTM  17      -   1.00000204  x   0.99960244  =   0.99960448
 AF0372
 AF0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1406380906(NAD 83)
 AF0372
 AF0372                          SUPERSEDED SURVEY CONTROL
 AF0372
 AF0372  NAD 83(1986)-  27 51 10.13907(N)    080 51 25.77327(W) AD(       ) 2
 AF0372  NAD 27      -  27 51 09.04767(N)    080 51 26.55594(W) AD(       ) 2
 AF0372  NGVD 29              14.77   (m)           48.5    (f) LEVELING    3  
 AF0372
 AF0372.Superseded values are not recommended for survey control.
 AF0372
 AF0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0372.See file dsdata.pdf to determine how the superseded data were derived.
 AF0372
 AF0372_MARKER: Z = SEE DESCRIPTION
 AF0372_SETTING: 0 = UNSPECIFIED SETTING
 AF0372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0372
 AF0372  HISTORY     - Date     Condition        Report By
 AF0372  HISTORY     - 1962     MONUMENTED       CGS
 AF0372
 AF0372                          STATION DESCRIPTION
 AF0372
 AF0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0372'SEE STATION 100 K WEST PMSS BM
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0374 ***********************************************************************
 AF0374  DESIGNATION -  100KW PIER 4 1962
 AF0374  PID         -  AF0374
 AF0374  STATE/COUNTY-  FL/BREVARD
 AF0374  COUNTRY     -  US
 AF0374  USGS QUAD   -  KENANSVILLE SE (2018)
 AF0374
 AF0374                         *CURRENT SURVEY CONTROL
 AF0374  ______________________________________________________________________
 AF0374* NAD 83(1990) POSITION- 27 51 11.05591(N) 080 51 28.12457(W)   ADJUSTED
 AF0374* NAVD 88 ORTHO HEIGHT -    14.40  (+/-2cm)       47.2   (feet) VERTCON3
 AF0374  ______________________________________________________________________
 AF0374  GEOID HEIGHT    -        -27.407 (meters)                     GEOID18
 AF0374  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 AF0374  HORZ ORDER      -  FIRST
 AF0374  VERT ORDER      -  THIRD ? (See Below)
 AF0374
 AF0374.The horizontal coordinates were established by classical geodetic methods
 AF0374.and adjusted by the National Geodetic Survey in May 1991.
 AF0374
 AF0374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0374
 AF0374.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0374.GEOID18 height accuracy estimate available here.
 AF0374
 AF0374.The vertical order pertains to the NGVD 29 superseded value.
 AF0374
 AF0374.Click photographs - Photos may exist for this station.
 AF0374
 AF0374.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0374
 AF0374. The following values were computed from the NAD 83(1990) position.
 AF0374
 AF0374;                    North         East     Units Scale Factor Converg.
 AF0374;SPC FL E     -   389,935.654   214,003.948   MT  0.99994360   +0 03 59.2
 AF0374;SPC FL E     - 1,279,313.89    702,111.29   sFT  0.99994360   +0 03 59.2
 AF0374;UTM  17      - 3,080,934.592   513,999.170   MT  0.99960242   +0 03 59.2
 AF0374
 AF0374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0374!SPC FL E     -   1.00000204  x   0.99994360  =   0.99994564
 AF0374!UTM  17      -   1.00000204  x   0.99960242  =   0.99960446
 AF0374
 AF0374:                Primary Azimuth Mark                     Grid Az
 AF0374:SPC FL E     -  PADRICK AZ MK                            086 58 46.6
 AF0374:UTM  17      -  PADRICK AZ MK                            086 58 46.6
 AF0374
 AF0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1399980934(NAD 83)
 AF0374
 AF0374|---------------------------------------------------------------------|
 AF0374| PID    Reference Object                     Distance      Geod. Az  |
 AF0374|                                                           dddmmss.s |
 AF0374| AF0373 100KW PIER 1 1962                    70.711 METERS 02341     |
 AF0374| AF0376 100K WEST PMSS BM 1962               50.002 METERS 06841     |
 AF0374| AF0371 100KW PIER 2 1962                   100.002 METERS 06841     |
 AF0374| AF6307 PADRICK AZ MK                       APPROX. 1.1 KM 0870245.8 |
 AF0374| AF6306 PADRICK 2                            64.858 METERS 08903     |
 AF0374| AF0372 100KW PIER 3 1962                    70.713 METERS 11341     |
 AF0374| AF0375 100KW BORE 1962                     433.299 METERS 3072140.1 |
 AF0374|---------------------------------------------------------------------|
 AF0374
 AF0374                          SUPERSEDED SURVEY CONTROL
 AF0374
 AF0374  NAD 83(1986)-  27 51 11.06190(N)    080 51 28.14007(W) AD(       ) 1
 AF0374  NAD 27      -  27 51 09.97054(N)    080 51 28.92270(W) AD(       ) 1
 AF0374  NGVD 29              14.77   (m)           48.5    (f) LEVELING    3  
 AF0374
 AF0374.Superseded values are not recommended for survey control.
 AF0374
 AF0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0374.See file dsdata.pdf to determine how the superseded data were derived.
 AF0374
 AF0374_MARKER: Z = SEE DESCRIPTION
 AF0374_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF0374_MAGNETIC: P = MARKER IS A STEEL PIPE
 AF0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF0374
 AF0374  HISTORY     - Date     Condition        Report By
 AF0374  HISTORY     - 1962     MONUMENTED       CGS
 AF0374
 AF0374                          STATION DESCRIPTION
 AF0374
 AF0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0374'STATION IS LOCATED IN A THEODOLITE BUILDING ABOUT 20 MILES WEST OF
 AF0374'THE MISTRAM TRACKING SITE AT VALKARIA, 21-1/2 MILES SOUTHWEST OF
 AF0374'MELBOURNE, 8-1/4 MILES EAST-SOUTHEAST OF KENANSVILLE AND ON
 AF0374'PROPERTY LEASED FROM MR. W.B. PADRICK.  THE PIER IS A 12 INCH
 AF0374'STEEL PIPE 30 FEET LONG, DRIVEN INTO THE GROUND APPROXIMATELY 25
 AF0374'FEET, FILLED WITH CONCRETE, PROJECTS APPROXIMATELY 5 FEET AND
 AF0374'IS INSULATED.  AN ADJUSTABLE TRIBRACH BOLTED A-TOP THE
 AF0374'MARK AND A K AND E GLASS TARGET MOUNTED IN THE CENTER OF THE
 AF0374'TRIBRACH THAT MARKS THE STATION.
 AF0374'
 AF0374'100 KW BORE IS 7 FEET SOUTH OF A SMALL CONCRETE BLOCK BUILDING,
 AF0374'6 FEET EAST OF A BORESIGHT TOWER THAT IS 150 FEET HIGH AND 14 INCHES
 AF0374'NORTH OF A WAVE GUIDE HOUSING.  A SMOOTH BRASS DISK, SET IN A 10 X
 AF0374'10 INCH CONCRETE POST, FLUSH WITH THE SURFACE AND THE DISK IS
 AF0374'STAMPED 100 KW BORE 1962.
 AF0374'
 AF0374'AZIMUTH MARK (PADRICK) IS 27 FEET SOUTHEAST OF THE EAST END OF
 AF0374'A DIPPING VAT, 23 FEET NORTH OF THE APPROXIMATE CENTER OF A SAND
 AF0374'ROAD, 5 FEET WEST OF THE SOUTHEAST LEG OF A WINDMILL AND 2 FEET
 AF0374'NORTH OF A WITNESS POST.  THE MARK IS A 10 X 10 INCH CONCRETE
 AF0374'POST, PROJECTS 4 INCHES, A STANDARD AZIMUTH MARK DISK, SET FLUSH
 AF0374'WITH THE SURFACE AND STAMPED PADRICK 1960.
 AF0374'
 AF0374'PADRICK 2 IS 150 FEET NORTH OF AN EAST-WEST FENCE AND 24 FEET NORTH
 AF0374'OF A SHALLOW DITCH.  THE MARK IS A 10 X 10 INCH CONCRETE POST, FLUSH
 AF0374'WITH THE SURFACE, A STANDARD TRIANGULATION STATION DISK SET FLUSH
 AF0374'AND STAMPED PADRICK 2 1960.
 AF0374'
 AF0374'TO REACH THE AZIMUTH MARK FROM THE SITE, GO EASTERLY ON A GRADED
 AF0374'ROAD FOR 0.85 MILE TO A WINDMILL AND THE MARK AS DESCRIBED.
 AF0374'
 AF0374'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 441 AND
 AF0374'STATE HIGHWAY S-523 IN KENANSVILLE, GO SOUTH ON U.S. HIGHWAY 441
 AF0374'FOR 0.4 MILE TO A SIDE ROAD LEFT, TURN LEFT (EAST) ON A NARROW
 AF0374'DIRT ROAD FOR 7.75 MILES TO THE SITE.
 AF0374'
 AF0374'TRAVERSE CONNECTIONS WERE MADE AS SHOWN.
 AF0374'
 AF0374'100 KW IS LOCATED IN AN ANTENNA BUILDING.  IT IS A ROUND
 AF0374'CONCRETE PIER THAT PROJECTS ABOUT 3 FEET AND AN ADJUSTABLE
 AF0374'TRIBRACH BOLTED A-TOP THE PIER WITH A K AND E GLASS TARGET
 AF0374'MOUNTED IN THE CENTER OF THE TRIBRACH THAT MARKS THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0045 ***********************************************************************
 AL0045  DESIGNATION -  101
 AL0045  PID         -  AL0045
 AL0045  STATE/COUNTY-  FL/PINELLAS
 AL0045  COUNTRY     -  US
 AL0045  USGS QUAD   -  TARPON SPRINGS (2018)
 AL0045
 AL0045                         *CURRENT SURVEY CONTROL
 AL0045  ______________________________________________________________________
 AL0045* NAD 83(1986) POSITION- 28 10 19.     (N) 082 45 05.     (W)   SCALED
 AL0045* NAVD 88 ORTHO HEIGHT -     2.540 (meters)        8.33  (feet) ADJUSTED
 AL0045  ______________________________________________________________________
 AL0045  GEOID HEIGHT    -        -25.174 (meters)                     GEOID18
 AL0045  DYNAMIC HEIGHT  -          2.536 (meters)        8.32  (feet) COMP
 AL0045  MODELED GRAVITY -    979,196.5   (mgal)                       NAVD 88
 AL0045
 AL0045  VERT ORDER      -  FIRST     CLASS II
 AL0045
 AL0045.The horizontal coordinates were scaled from a map and have
 AL0045.an estimated accuracy of +/- 6 seconds.
 AL0045
 AL0045.The orthometric height was determined by differential leveling and
 AL0045.adjusted by the NATIONAL GEODETIC SURVEY
 AL0045.in September 2007.
 AL0045
 AL0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0045.GEOID18 height accuracy estimate available here.
 AL0045
 AL0045.Click photographs - Photos may exist for this station.
 AL0045
 AL0045.The dynamic height is computed by dividing the NAVD 88
 AL0045.geopotential number by the normal gravity value computed on the
 AL0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0045.degrees latitude (g = 980.6199 gals.).
 AL0045
 AL0045.The modeled gravity was interpolated from observed gravity values.
 AL0045
 AL0045;                    North         East    Units  Estimated Accuracy
 AL0045;SPC FL W     -   425,490.      126,210.      MT  (+/- 180 meters Scaled)
 AL0045
 AL0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM280174(NAD 83)
 AL0045
 AL0045                          SUPERSEDED SURVEY CONTROL
 AL0045
 AL0045  NAVD 88 (06/15/91)    2.549  (m)            8.36   (f) SUPERSEDED  2 2
 AL0045  NGVD 29 (??/??/92)    2.807  (m)            9.21   (f) ADJ UNCH    2 2
 AL0045
 AL0045.Superseded values are not recommended for survey control.
 AL0045
 AL0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0045.See file dsdata.pdf to determine how the superseded data were derived.
 AL0045
 AL0045_MARKER: DD = SURVEY DISK
 AL0045_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0045_SP_SET: CULVERT HEADWALL
 AL0045_STAMPING: 101
 AL0045_MARK LOGO: FLSRD
 AL0045_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0045+STABILITY: SURFACE MOTION
 AL0045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL0045+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 AL0045
 AL0045  HISTORY     - Date     Condition        Report By
 AL0045  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0045  HISTORY     - 1975     GOOD             FLDT
 AL0045  HISTORY     - 1990     GOOD             USPSQD
 AL0045  HISTORY     - 20050317 GOOD             FLDEP
 AL0045
 AL0045                          STATION DESCRIPTION
 AL0045
 AL0045'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0045'2 MI N FROM TARPON SPRINGS.
 AL0045'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND U.S.
 AL0045'ALT. HIGHWAY 19, RUN SOUTHEASTERLY ON U.S. ALT. HIGHWAY 19
 AL0045'FOR 1.0 MILE.  STATION ON LEFT, 36 FT. EAST OF CENTER OF U.S.
 AL0045'ALT. HIGHWAY 19, 300 FT. SOUTH OF ANCLOTE BLVD.  SET IN
 AL0045'TOP OF HEADWALL.  SECTION 1, T 27S, R 15E
 AL0045
 AL0045                          STATION RECOVERY (1990)
 AL0045
 AL0045'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0045'RECOVERED IN GOOD CONDITION.
 AL0045
 AL0045                          STATION RECOVERY (2005)
 AL0045
 AL0045'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AL0045'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AL0045'THE MARK FROM  THE JUNCTION OF U.S. HIGHWAY 19 AND U.S. ALTERNATE
 AL0045'HIGHWAY 19 IN HOLIDAY, GO SOUTHWEST  ON U.S. ALTERNATE HIGHWAY 19 FOR
 AL0045'0.95 MI TO THE MARK ON THE LEFT.
 AL0045'
 AL0045'LOCATED 153.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF DOUGLAS DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8767 ***********************************************************************
 DN8767  DESIGNATION -  101
 DN8767  PID         -  DN8767
 DN8767  STATE/COUNTY-  FL/CITRUS
 DN8767  COUNTRY     -  US
 DN8767  USGS QUAD   -  RUTLAND (2018)
 DN8767
 DN8767                         *CURRENT SURVEY CONTROL
 DN8767  ______________________________________________________________________
 DN8767* NAD 83(1986) POSITION- 28 49 27.4    (N) 082 14 27.5    (W)   HD_HELD2
 DN8767* NAVD 88 ORTHO HEIGHT -    14.011 (meters)       45.97  (feet) ADJUSTED
 DN8767  ______________________________________________________________________
 DN8767  GEOID HEIGHT    -        -27.272 (meters)                     GEOID18
 DN8767  DYNAMIC HEIGHT  -         13.991 (meters)       45.90  (feet) COMP
 DN8767  MODELED GRAVITY -    979,227.9   (mgal)                       NAVD 88
 DN8767
 DN8767  VERT ORDER      -  SECOND    CLASS I
 DN8767
 DN8767.The horizontal coordinates were established by autonomous hand held GPS
 DN8767.observations and have an estimated accuracy of +/- 10 meters.
 DN8767
 DN8767.The orthometric height was determined by differential leveling and
 DN8767.adjusted by the NATIONAL GEODETIC SURVEY
 DN8767.in July 2012.
 DN8767
 DN8767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8767.GEOID18 height accuracy estimate available here.
 DN8767
 DN8767.Click photographs - Photos may exist for this station.
 DN8767
 DN8767.The dynamic height is computed by dividing the NAVD 88
 DN8767.geopotential number by the normal gravity value computed on the
 DN8767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8767.degrees latitude (g = 980.6199 gals.).
 DN8767
 DN8767.The modeled gravity was interpolated from observed gravity values.
 DN8767
 DN8767;                    North         East    Units  Estimated Accuracy
 DN8767;SPC FL W     -   497,579.      176,482.      MT  (+/- 10 meters HH2 GPS)
 DN8767
 DN8767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7892089149(NAD 83)
 DN8767
 DN8767                          SUPERSEDED SURVEY CONTROL
 DN8767
 DN8767.No superseded survey control is available for this station.
 DN8767
 DN8767_MARKER: DD = SURVEY DISK
 DN8767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8767_STAMPING: 101
 DN8767_MARK LOGO: SWFWMD
 DN8767_PROJECTION: RECESSED 8 CENTIMETERS
 DN8767_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8767+STABILITY: SURFACE MOTION
 DN8767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8767+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2010
 DN8767
 DN8767  HISTORY     - Date     Condition        Report By
 DN8767  HISTORY     - 20100204 MONUMENTED       SWFWMD
 DN8767  HISTORY     - 20101215 GOOD             FLDEP
 DN8767
 DN8767                          STATION DESCRIPTION
 DN8767
 DN8767'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8767'THE MARK IS ABOUT 9.6 MI (15.4 KM) NORTH-NORTHWEST OF WAHOO, 5.5 MI
 DN8767'(8.8 KM) EAST OF INVERNESS, 2.6 MI (4.2 KM) SOUTHWEST OF RUTLAND, IN
 DN8767'SECTION 19, TOWNSHIP 19 SOUTH, RANGE 21 EAST.
 DN8767'
 DN8767'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTH AND
 DN8767'EDEN DRIVE IN INVERNESS, GO EAST ON EDEN DRIVE FOR 0.65 MI (1.0 KM) TO
 DN8767'THE INTERSECTION OF EAST CARNEGIE ROAD.  CONTINUE EASTERLY ON EAST
 DN8767'MOCCASSIN SLOUGH ROAD FOR 3.9 MI (6.3 KM) TO THE ENTRANCE OF THE
 DN8767'FLYING EAGLE WILDLIFE MANAGEMENT AREA AND A LOCKED GATE, PASSING
 DN8767'THROUGH THE GATE.  CONTINUE EAST ON THE ENTRANCE ROAD FOR 0.7 MI (1.1
 DN8767'KM) TO THE MARK ON THE LEFT SET IN THE TOP OF A CONCRETE MONUMENT
 DN8767'RECESSED 0.3 FT (9 CM) BELOW THE GROUND AND 0.5 FT (15 CM) BELOW THE
 DN8767'ENTRANCE ROAD.
 DN8767'
 DN8767'LOCATED 140.3 FT (42.8 M) WEST OF THE APPROXIMATE CENTERLINE OF A DIRT
 DN8767'ROAD LEADING NORTH-NORTHWEST, 68.4 FT (20.8 M) SOUTH OF A 16-INCH (41
 DN8767'CM) MAGNOLIA TREE, 30.3 FT (9.2 M) NORTH-NORTHWEST OF THE APPROXIMATE
 DN8767'CENTERLINE OF THE ENTRANCE ROAD AND 1.0 FT (0.3 M) SOUTH-SOUTHEAST OF
 DN8767'A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7231 ***********************************************************************
 AK7231  DESIGNATION -  1015
 AK7231  PID         -  AK7231
 AK7231  STATE/COUNTY-  FL/ORANGE
 AK7231  COUNTRY     -  US
 AK7231  USGS QUAD   -  WINDERMERE (2018)
 AK7231
 AK7231                         *CURRENT SURVEY CONTROL
 AK7231  ______________________________________________________________________
 AK7231* NAD 83(1986) POSITION- 28 23 54.     (N) 081 31 22.     (W)   SCALED
 AK7231* NAVD 88 ORTHO HEIGHT -    33.746 (meters)      110.72  (feet) ADJUSTED
 AK7231  ______________________________________________________________________
 AK7231  GEOID HEIGHT    -        -27.621 (meters)                     GEOID18
 AK7231  DYNAMIC HEIGHT  -         33.697 (meters)      110.55  (feet) COMP
 AK7231  MODELED GRAVITY -    979,180.9   (mgal)                       NAVD 88
 AK7231
 AK7231  VERT ORDER      -  SECOND    CLASS I
 AK7231
 AK7231.The horizontal coordinates were scaled from a map and have
 AK7231.an estimated accuracy of +/- 6 seconds.
 AK7231
 AK7231.The orthometric height was determined by differential leveling and
 AK7231.adjusted by the NATIONAL GEODETIC SURVEY
 AK7231.in December 1995.
 AK7231
 AK7231.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7231.GEOID18 height accuracy estimate available here.
 AK7231
 AK7231.Click photographs - Photos may exist for this station.
 AK7231
 AK7231.The dynamic height is computed by dividing the NAVD 88
 AK7231.geopotential number by the normal gravity value computed on the
 AK7231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7231.degrees latitude (g = 980.6199 gals.).
 AK7231
 AK7231.The modeled gravity was interpolated from observed gravity values.
 AK7231
 AK7231;                    North         East    Units  Estimated Accuracy
 AK7231;SPC FL E     -   450,460.      148,770.      MT  (+/- 180 meters Scaled)
 AK7231
 AK7231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM487414(NAD 83)
 AK7231
 AK7231                          SUPERSEDED SURVEY CONTROL
 AK7231
 AK7231.No superseded survey control is available for this station.
 AK7231
 AK7231_MARKER: DD = SURVEY DISK
 AK7231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7231_STAMPING: 1015
 AK7231_MARK LOGO: FL-095
 AK7231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7231+STABILITY: SURFACE MOTION
 AK7231
 AK7231  HISTORY     - Date     Condition        Report By
 AK7231  HISTORY     - UNK      MONUMENTED       FL-095
 AK7231  HISTORY     - 19901004 GOOD             FL-095
 AK7231  HISTORY     - 20031003 MARK NOT FOUND   FL-105
 AK7231  HISTORY     - 20050505 MARK NOT FOUND   FLDEP
 AK7231
 AK7231                          STATION DESCRIPTION
 AK7231
 AK7231'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7231'4X4 CONCRETE MONUMENT WITH BRASS ORANGE COUNTY CONTROL DISC, ABOUT 40
 AK7231'FT (12.2 M) SOUTH OF CENTER LINE OF SR 535, ABOUT 84 FT (25.6 M)
 AK7231'EAST-SOUTHEAST OF POWER POLE NUMBER 957418, ABOUT 93 FT (28.3 M)
 AK7231'WEST-SOUTHWEST OF POWER POLE NUMBER 907670.  ALSO SOUTHWEST OF
 AK7231'INTERSECTION OF SR 535 AND GOLF CART BRIDGE.  T23S, R27E, SECTION 13.
 AK7231'(DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING DEPARTMENT.)
 AK7231
 AK7231                          STATION RECOVERY (2003)
 AK7231
 AK7231'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AK7231'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AK7231'DEPARTMENT.
 AK7231
 AK7231                          STATION RECOVERY (2005)
 AK7231
 AK7231'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AK7231'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0046 ***********************************************************************
 AL0046  DESIGNATION -  102
 AL0046  PID         -  AL0046
 AL0046  STATE/COUNTY-  FL/PINELLAS
 AL0046  COUNTRY     -  US
 AL0046  USGS QUAD   -  TARPON SPRINGS (2018)
 AL0046
 AL0046                         *CURRENT SURVEY CONTROL
 AL0046  ______________________________________________________________________
 AL0046* NAD 83(1986) POSITION- 28 09 55.     (N) 082 45 23.     (W)   SCALED
 AL0046* NAVD 88 ORTHO HEIGHT -     0.996 (meters)        3.27  (feet) ADJUSTED
 AL0046  ______________________________________________________________________
 AL0046  GEOID HEIGHT    -        -25.150 (meters)                     GEOID18
 AL0046  DYNAMIC HEIGHT  -          0.994 (meters)        3.26  (feet) COMP
 AL0046  MODELED GRAVITY -    979,196.1   (mgal)                       NAVD 88
 AL0046
 AL0046  VERT ORDER      -  SECOND    CLASS II
 AL0046
 AL0046.The horizontal coordinates were scaled from a map and have
 AL0046.an estimated accuracy of +/- 6 seconds.
 AL0046
 AL0046.The orthometric height was determined by differential leveling and
 AL0046.adjusted by the NATIONAL GEODETIC SURVEY
 AL0046.in June 1991.
 AL0046
 AL0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0046.GEOID18 height accuracy estimate available here.
 AL0046
 AL0046.Click photographs - Photos may exist for this station.
 AL0046
 AL0046.The dynamic height is computed by dividing the NAVD 88
 AL0046.geopotential number by the normal gravity value computed on the
 AL0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0046.degrees latitude (g = 980.6199 gals.).
 AL0046
 AL0046.The modeled gravity was interpolated from observed gravity values.
 AL0046
 AL0046;                    North         East    Units  Estimated Accuracy
 AL0046;SPC FL W     -   424,760.      125,720.      MT  (+/- 180 meters Scaled)
 AL0046
 AL0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM275167(NAD 83)
 AL0046
 AL0046                          SUPERSEDED SURVEY CONTROL
 AL0046
 AL0046  NGVD 29 (??/??/92)    1.254  (m)            4.11   (f) ADJ UNCH    2 2
 AL0046
 AL0046.Superseded values are not recommended for survey control.
 AL0046
 AL0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0046.See file dsdata.pdf to determine how the superseded data were derived.
 AL0046
 AL0046_MARKER: DD = SURVEY DISK
 AL0046_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0046_SP_SET: CULVERT HEADWALL
 AL0046_STAMPING: 102 SRD
 AL0046_MARK LOGO: FLSRD
 AL0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0046+STABILITY: SURFACE MOTION
 AL0046
 AL0046  HISTORY     - Date     Condition        Report By
 AL0046  HISTORY     - 1975     MONUMENTED       FLHD
 AL0046  HISTORY     - 1975     GOOD             FLDT
 AL0046  HISTORY     - 1990     GOOD             USPSQD
 AL0046
 AL0046                          STATION DESCRIPTION
 AL0046
 AL0046'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0046'1.3 MI N FROM TARPON SPRINGS.
 AL0046'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND U.S.
 AL0046'ALT. HIGHWAY 19, RUN SOUTHWESTERLY ON U.S. ALT HIGHWAY 19 AND
 AL0046'1.5 MILE.  STATION ON LEFT, 28 FT. EAST OF U.S. ALT HIGHWAY 19,
 AL0046'100 FT. NORTH OF RAIL ROAD TRACKS.  SET IN TOP OF A HEADWALL.
 AL0046'SECTION 1, T27S, R15E.
 AL0046
 AL0046                          STATION RECOVERY (1990)
 AL0046
 AL0046'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9533 ***********************************************************************
 AG9533  DESIGNATION -  102
 AG9533  PID         -  AG9533
 AG9533  STATE/COUNTY-  FL/SARASOTA
 AG9533  COUNTRY     -  US
 AG9533  USGS QUAD   -  VENICE (2018)
 AG9533
 AG9533                         *CURRENT SURVEY CONTROL
 AG9533  ______________________________________________________________________
 AG9533* NAD 83(2011) POSITION- 27 07 21.06086(N) 082 27 13.18381(W)   ADJUSTED
 AG9533* NAD 83(2011) ELLIP HT-   -21.041 (meters)        (06/27/12)   ADJUSTED
 AG9533* NAD 83(2011) EPOCH   -  2010.00
 AG9533* NAVD 88 ORTHO HEIGHT -     3.0   (meters)       10.    (feet) GPS OBS
 AG9533  ______________________________________________________________________
 AG9533  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9533  GEOID HEIGHT    -        -24.770 (meters)                     GEOID93
 AG9533  GEOID HEIGHT    -        -24.032 (meters)                     GEOID18
 AG9533  NAD 83(2011) X  -    746,033.734 (meters)                     COMP
 AG9533  NAD 83(2011) Y  - -5,631,490.923 (meters)                     COMP
 AG9533  NAD 83(2011) Z  -  2,890,295.176 (meters)                     COMP
 AG9533  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 AG9533
 AG9533  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9533  Standards:
 AG9533         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9533            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9533  -------------------------------------------------------------------
 AG9533  NETWORK    2.92   6.74           1.19   1.20   3.44      0.05065514
 AG9533  -------------------------------------------------------------------
 AG9533  Click here for local accuracies and other accuracy information.
 AG9533
 AG9533.The horizontal coordinates were established by GPS observations
 AG9533.and adjusted by the National Geodetic Survey in June 2012.
 AG9533
 AG9533.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9533.been affixed to the stable North American tectonic plate. See 
 AG9533.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9533
 AG9533.The horizontal coordinates are valid at the epoch date displayed above
 AG9533.which is a decimal equivalence of Year/Month/Day.
 AG9533
 AG9533.The orthometric height was determined by GPS observations and a
 AG9533.high-resolution geoid model.
 AG9533
 AG9533.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9533.GEOID18 height accuracy estimate available here.
 AG9533
 AG9533.Click photographs - Photos may exist for this station.
 AG9533
 AG9533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9533
 AG9533.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9533
 AG9533.The ellipsoidal height was determined by GPS observations
 AG9533.and is referenced to NAD 83.
 AG9533
 AG9533. The following values were computed from the NAD 83(2011) position.
 AG9533
 AG9533;                    North         East     Units Scale Factor Converg.
 AG9533;SPC FL W     -   309,059.854   155,023.082   MT  0.99996614   -0 12 24.6
 AG9533;SPC FL W     - 1,013,973.87    508,604.89   sFT  0.99996614   -0 12 24.6
 AG9533;UTM  17      - 3,000,838.597   355,922.168   MT  0.99985626   -0 39 46.2
 AG9533
 AG9533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9533!SPC FL W     -   1.00000331  x   0.99996614  =   0.99996945
 AG9533!UTM  17      -   1.00000331  x   0.99985626  =   0.99985956
 AG9533
 AG9533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5592200838(NAD 83)
 AG9533
 AG9533                          SUPERSEDED SURVEY CONTROL
 AG9533
 AG9533  NAD 83(2007)-  27 07 21.06096(N)    082 27 13.18406(W) AD(2002.00) 0
 AG9533  ELLIP H (02/10/07)  -21.034  (m)                       GP(2002.00)    
 AG9533  NAD 83(1999)-  27 07 21.06077(N)    082 27 13.18552(W) AD(       ) 1
 AG9533  ELLIP H (06/19/01)  -20.946  (m)                       GP(       ) 4 1
 AG9533  NAD 83(1990)-  27 07 21.05944(N)    082 27 13.18500(W) AD(       ) 1
 AG9533  ELLIP H (05/09/94)  -20.900  (m)                       GP(       ) 4 2
 AG9533
 AG9533.Superseded values are not recommended for survey control.
 AG9533
 AG9533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9533.See file dsdata.pdf to determine how the superseded data were derived.
 AG9533
 AG9533_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9533_STAMPING: 102
 AG9533_MARK LOGO: FL-115
 AG9533_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9533+STABILITY: SURFACE MOTION
 AG9533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9533+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9533
 AG9533  HISTORY     - Date     Condition        Report By
 AG9533  HISTORY     - 1992     MONUMENTED       FL-115
 AG9533  HISTORY     - 20010719 MARK NOT FOUND   USPSQD
 AG9533  HISTORY     - 20020227 MARK NOT FOUND   USPSQD
 AG9533  HISTORY     - 20030929 MARK NOT FOUND   FL-115
 AG9533
 AG9533                          STATION DESCRIPTION
 AG9533
 AG9533'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9533'TO REACH THE STATION FROM THE INTERSECTION OF ALBEE ROAD AND U.S.
 AG9533'HIGHWAY 41 (TAMIAMI TRAIL) IN SARASOTA COUNTY, GO SOUTH ON U.S.
 AG9533'HIGHWAY 41 (TAMIAMI TRAIL), 0.15 MI (0.24 KM) TO THE STATION ON THE
 AG9533'RIGHT.
 AG9533'
 AG9533'THE STATION IS A SARASOTA COUNTY GPS STATION DISK STAMPED---102--- SET
 AG9533'IN A 10-INCH ROUND CONCRETE MONUMENT THAT IS 5-INCHES BELOW THE
 AG9533'GROUND.  IT IS 19.1 FT (5.82 M) SOUTHWESTERLY OF THE CENTERLINE OF
 AG9533'SOUTH BOUND U.S. HIGHWAY 41 (TAMIAMI TRAIL), AND 30.1 FT (9.17 M)
 AG9533'SOUTHEASTERLY OF A SURVEY MARKER WITNESS POST.
 AG9533'
 AG9533'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9533'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHEASTERLY EDGE OF ASPHALT
 AG9533'PAVEMENT ROAD BED FOR SOUTH BOUND U.S. HIGHWAY 41 (TAMIAMI TRAIL).
 AG9533'IT IS 8.06 FT (2.46 M) NORTHEASTERLY OF SARCO GPS STATION SAR 102, AND
 AG9533'9.88 FT (3.01 M) NORTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9533'
 AG9533'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9533'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHEASTERLY EDGE OF ASPHALT
 AG9533'PAVEMENT ROAD BED FOR SOUTH BOUND U.S. HIGHWAY 41 (TAMIAMI TRAIL).
 AG9533'IT IS 8.6 FT (2.62 M) SOUTHEASTERLY OF SARCO GPS STATION SAR 102, 9.88
 AG9533'FT (3.01 M) SOUTHEASTERLY OF SARCO REFERENCE NO. 1.
 AG9533
 AG9533                          STATION RECOVERY (2001)
 AG9533
 AG9533'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG9533'WITNESS POST FOUND LOCATED SOUTH OF PALMETTO RD. IN LEE WINGATE PLAZA.
 AG9533'UNABLE TO LOCATE REFERENCE MARKS 1 OR 2.
 AG9533
 AG9533                          STATION RECOVERY (2002)
 AG9533
 AG9533'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG9533'COULD NOT PENETRATE MARL AT MARK LOCATION.
 AG9533
 AG9533                          STATION RECOVERY (2003)
 AG9533
 AG9533'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9533'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2403 ***********************************************************************
 BC2403  DESIGNATION -  102 CMP
 BC2403  PID         -  BC2403
 BC2403  STATE/COUNTY-  FL/NASSAU
 BC2403  COUNTRY     -  US
 BC2403  USGS QUAD   -  HILLIARD (2018)
 BC2403
 BC2403                         *CURRENT SURVEY CONTROL
 BC2403  ______________________________________________________________________
 BC2403* NAD 83(1986) POSITION- 30 42 51.     (N) 081 54 34.     (W)   SCALED
 BC2403* NAVD 88 ORTHO HEIGHT -    17.210 (meters)       56.46  (feet) ADJUSTED
 BC2403  ______________________________________________________________________
 BC2403  GEOID HEIGHT    -        -28.313 (meters)                     GEOID18
 BC2403  DYNAMIC HEIGHT  -         17.188 (meters)       56.39  (feet) COMP
 BC2403  MODELED GRAVITY -    979,384.7   (mgal)                       NAVD 88
 BC2403
 BC2403  VERT ORDER      -  SECOND    CLASS I
 BC2403
 BC2403.The horizontal coordinates were scaled from a map and have
 BC2403.an estimated accuracy of +/- 6 seconds.
 BC2403
 BC2403.The orthometric height was determined by differential leveling and
 BC2403.adjusted by the NATIONAL GEODETIC SURVEY
 BC2403.in June 1991.
 BC2403
 BC2403.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2403.GEOID18 height accuracy estimate available here.
 BC2403
 BC2403.Click photographs - Photos may exist for this station.
 BC2403
 BC2403.The dynamic height is computed by dividing the NAVD 88
 BC2403.geopotential number by the normal gravity value computed on the
 BC2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2403.degrees latitude (g = 980.6199 gals.).
 BC2403
 BC2403.The modeled gravity was interpolated from observed gravity values.
 BC2403
 BC2403;                    North         East    Units  Estimated Accuracy
 BC2403;SPC FL E     -   707,390.      112,890.      MT  (+/- 180 meters Scaled)
 BC2403
 BC2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP129982(NAD 83)
 BC2403
 BC2403                          SUPERSEDED SURVEY CONTROL
 BC2403
 BC2403.No superseded survey control is available for this station.
 BC2403
 BC2403_MARKER: DD = SURVEY DISK
 BC2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2403_STAMPING: 102 CM9 1970
 BC2403_MARK LOGO: USGS
 BC2403_PROJECTION: PROJECTING 5 CENTIMETERS
 BC2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2403+STABILITY: SURFACE MOTION
 BC2403
 BC2403  HISTORY     - Date     Condition        Report By
 BC2403  HISTORY     - 1970     MONUMENTED       USGS
 BC2403  HISTORY     - 1985     GOOD             FLDNR
 BC2403
 BC2403                          STATION DESCRIPTION
 BC2403
 BC2403'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2403'1.8 MI NE FROM HILLIARD.
 BC2403'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1/301 AND COUNTY ROAD C
 BC2403'108, GO 0.6 MILE NORTHEAST ON C 108 TO THE Y-FORK OF ROAD S-115A, GO
 BC2403'1.2 MILES NORTHEASTERLY ON S 115A TO THE MARK.  THE MARK BEARS 40
 BC2403'FEET EAST OF THE CENTERLINE OF S-115A, 19 FEET NORTH OF THE
 BC2403'CENTERLINE OF A DIRT ROAD, AND 1 FOOT WEST OF A POWER POLE WITH A
 BC2403'WITNESS SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG9262 ***********************************************************************
 DG9262  DESIGNATION -  102 JAS
 DG9262  PID         -  DG9262
 DG9262  STATE/COUNTY-  FL/MARION
 DG9262  COUNTRY     -  US
 DG9262  USGS QUAD   -  LAKE KERR (2018)
 DG9262
 DG9262                         *CURRENT SURVEY CONTROL
 DG9262  ______________________________________________________________________
 DG9262* NAD 83(1986) POSITION- 29 17 49.     (N) 081 46 16.     (W)   SCALED
 DG9262* NAVD 88 ORTHO HEIGHT -    21.998 (meters)       72.17  (feet) ADJUSTED
 DG9262  ______________________________________________________________________
 DG9262  GEOID HEIGHT    -        -28.215 (meters)                     GEOID18
 DG9262  DYNAMIC HEIGHT  -         21.968 (meters)       72.07  (feet) COMP
 DG9262  MODELED GRAVITY -    979,253.7   (mgal)                       NAVD 88
 DG9262
 DG9262  VERT ORDER      -  SECOND    CLASS I
 DG9262
 DG9262.The horizontal coordinates were scaled from a map and have
 DG9262.an estimated accuracy of +/- 6 seconds.
 DG9262
 DG9262.The orthometric height was determined by differential leveling and
 DG9262.adjusted by the NATIONAL GEODETIC SURVEY
 DG9262.in June 2005.
 DG9262
 DG9262.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9262.GEOID18 height accuracy estimate available here.
 DG9262
 DG9262.Click photographs - Photos may exist for this station.
 DG9262
 DG9262.The dynamic height is computed by dividing the NAVD 88
 DG9262.geopotential number by the normal gravity value computed on the
 DG9262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9262.degrees latitude (g = 980.6199 gals.).
 DG9262
 DG9262.The modeled gravity was interpolated from observed gravity values.
 DG9262
 DG9262;                    North         East    Units  Estimated Accuracy
 DG9262;SPC FL W     -   549,960.      222,240.      MT  (+/- 180 meters Scaled)
 DG9262
 DG9262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN251411(NAD 83)
 DG9262
 DG9262                          SUPERSEDED SURVEY CONTROL
 DG9262
 DG9262.No superseded survey control is available for this station.
 DG9262
 DG9262_MARKER: DD = SURVEY DISK
 DG9262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9262_STAMPING: 102 JAS 1966 73
 DG9262_MARK LOGO: USGS
 DG9262_PROJECTION: FLUSH
 DG9262_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9262+STABILITY: SURFACE MOTION
 DG9262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9262+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 DG9262
 DG9262  HISTORY     - Date     Condition        Report By
 DG9262  HISTORY     - 1966     MONUMENTED       USGS
 DG9262  HISTORY     - 20030624 GOOD             FLDEP
 DG9262
 DG9262                          STATION DESCRIPTION
 DG9262
 DG9262'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9262'THE MARK IS ABOUT 12.3 MI NORTHEAST OF FOREST CORNERS, 3.7 MI
 DG9262'SOUTH-SOUTHWEST OF SALT  SPRINGS, IN SECTION 11, TOWNSHIP 14 SOUTH,
 DG9262'RANGE 25 EAST.
 DG9262'
 DG9262'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 40 AND COUNTY
 DG9262'ROAD 314A IN  FOREST CORNERS, GO SOUTHEAST ON STATE HIGHWAY 40 FOR
 DG9262'7.55 MI TO THE JUNCTION OF FOREST  ROAD FR 88 (NORTHEAST 231 AVENUE,
 DG9262'NORTHEAST 230 AVENUE, NORTHEAST 203RD AVENUE) ON  THE LEFT, TURN LEFT
 DG9262'ON FOREST ROAD FR 88 (NORTHEAST 231 AVENUE, NORTHEAST 230 AVENUE,
 DG9262'NORTHEAST 203RD AVENUE) AND GO NORTH FOR 8.2 MI TO THE INTERSECTION OF
 DG9262'FOREST ROAD  NUMBER 90 AND THE MARK ON THE LEFT.  THE MARK CAN ALSO BE
 DG9262'REACHED FROM THE POST OFFICE  AT THE JUNCTION OF COUNTY ROAD 316 AND
 DG9262'STATE ROAD 19 ON THE NORTH SIDE OF SALT SPRINGS,  GO SOUTH ON STATE
 DG9262'HIGHWAY 19 FOR 0.95 MI TO THE JUNCTION OF COUNTY ROAD 314 ON THE
 DG9262'RIGHT, BEAR RIGHT ON COUNTY ROAD 314 AND GO SOUTH-SOUTHWEST FOR 2.7 MI
 DG9262'TO THE JUNCTION  OF NORTHEAST 230 AVENUE (FOREST ROAD 88, NORTHEAST
 DG9262'203RD AVENUE ROAD) ON THE RIGHT  AND NORTHEAST 231 AVENUE (FOREST ROAD
 DG9262'FR 88, NORTHEAST 203RD AVENUE ROAD) ON THE LEFT,  TURN LEFT ON
 DG9262'NORTHEAST 231 AVENUE (FOREST ROAD FR 88, NORTHEAST 203RD AVENUE ROAD)
 DG9262'AND GO SOUTH FOR 2.1 MI TO THE JUNCTION OF FOREST ROAD NUMBER 90 ON
 DG9262'THE LEFT AND THE  MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DG9262'CONCRETE MONUMENT FLUSH WITH THE GROUND  AND ABOUT 1.0 FT BELOW THE
 DG9262'LEVEL OF FOREST ROAD FR 88.
 DG9262'
 DG9262'LOCATED 28.4 FT WEST OF THE APPROXIMATE CENTERLINE OF NORTHEAST 203RD
 DG9262'AVENUE ROAD, 4.0  FT WEST OF A 0.4 FT SQUARE WOODEN POST WITH A 88
 DG9262'SIGN ATTACHED AND 3.0 FT NORTH OF THE  EXTENDED CENTERLINE OF FOREST
 DG9262'ROAD NUMBER 90.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6246 ***********************************************************************
 AE6246  DESIGNATION -  1024 20
 AE6246  PID         -  AE6246
 AE6246  STATE/COUNTY-  FL/BREVARD
 AE6246  COUNTRY     -  US
 AE6246  USGS QUAD   -  FELLSMERE (2018)
 AE6246
 AE6246                         *CURRENT SURVEY CONTROL
 AE6246  ______________________________________________________________________
 AE6246* NAD 83(1986) POSITION- 27 49 46.     (N) 080 32 55.     (W)   SCALED
 AE6246* NAVD 88 ORTHO HEIGHT -     7.107 (meters)       23.32  (feet) ADJUSTED
 AE6246  ______________________________________________________________________
 AE6246  GEOID HEIGHT    -        -27.835 (meters)                     GEOID18
 AE6246  DYNAMIC HEIGHT  -          7.097 (meters)       23.28  (feet) COMP
 AE6246  MODELED GRAVITY -    979,161.7   (mgal)                       NAVD 88
 AE6246
 AE6246  VERT ORDER      -  SECOND    CLASS I
 AE6246
 AE6246.The horizontal coordinates were scaled from a map and have
 AE6246.an estimated accuracy of +/- 6 seconds.
 AE6246
 AE6246.The orthometric height was determined by differential leveling and
 AE6246.adjusted by the NATIONAL GEODETIC SURVEY
 AE6246.in February 1998.
 AE6246
 AE6246.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6246.GEOID18 height accuracy estimate available here.
 AE6246
 AE6246.Click photographs - Photos may exist for this station.
 AE6246
 AE6246.The dynamic height is computed by dividing the NAVD 88
 AE6246.geopotential number by the normal gravity value computed on the
 AE6246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6246.degrees latitude (g = 980.6199 gals.).
 AE6246
 AE6246.The modeled gravity was interpolated from observed gravity values.
 AE6246
 AE6246;                    North         East    Units  Estimated Accuracy
 AE6246;SPC FL E     -   387,390.      244,470.      MT  (+/- 180 meters Scaled)
 AE6246
 AE6246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL444783(NAD 83)
 AE6246
 AE6246                          SUPERSEDED SURVEY CONTROL
 AE6246
 AE6246.No superseded survey control is available for this station.
 AE6246
 AE6246_MARKER: DD = SURVEY DISK
 AE6246_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6246_STAMPING: BM 1024-20
 AE6246_MARK LOGO: SJRWMD
 AE6246_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6246+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6246
 AE6246  HISTORY     - Date     Condition        Report By
 AE6246  HISTORY     - 1991     MONUMENTED       SJRWMD
 AE6246  HISTORY     - 19950630 GOOD             FLDEP
 AE6246  HISTORY     - 20211101 MARK NOT FOUND   GEOCAC
 AE6246
 AE6246                          STATION DESCRIPTION
 AE6246
 AE6246'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6246'THE MARK IS ABOUT 8.0 MI (12.9 KM) NORTHWEST OF FELLSMERE ALONG CANAL
 AE6246'54 IN THE FLEMING GRANT ESTIMATED SECTION 32, TOWNSHIP 30 SOUTH, RANGE
 AE6246'37 EAST. TO REACH THE MARK FROM THE POST OFFICE IN FELLSMERE, GO WEST
 AE6246'ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE JUNCTION OF COUNTY
 AE6246'ROAD 507 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 507 (BROADWAY STREET)
 AE6246'AND GO NORTH FOR 0.4 MI (0.6 KM) TO A 90 DEGREE TURN WEST (SOUTH
 AE6246'CAROLINE AVENUE), TURN LEFT ON COUNTY ROAD 507 AND GO WEST FOR 0.4 MI
 AE6246'(0.6 KM) TO A 90 DEGREE TURN NORTH (138TH AVENUE), TURN RIGHT ON
 AE6246'COUNTY ROAD 507 AND GO NORTH FOR 3.4 MI (5.5 KM) TO THE INTERSECTION
 AE6246'OF CANAL 54 AND THE JUNCTION OF A GRADED ROAD ON THE RIGHT ON THE
 AE6246'NORTH SIDE OF CANAL 54, TURN RIGHT ON THE GRADED ROAD, PASSING THROUGH
 AE6246'A LOCKED GATE AND GO EAST FOR 3.65 MI (5.87 KM) TO THE MARK ON THE
 AE6246'RIGHT, A SJRWMD ALUMINUM DISC, SET ON THE TOP OF A 1-INCH IRON POPE
 AE6246'SURROUNDED BY A STOVE PIPE FILLED WITH CONCRETE ABOUT 50.0 FT (15.2 M)
 AE6246'BELOW THE TOP CENTER OF THE BERN, FLUSH WITH THE GROUND AND 0.6 FT
 AE6246'(18.3 CM) ABOVE THE GRADED ROAD. LOCATED ABOUT 236.0 FT (71.9 M) NORTH
 AE6246'OF THE NORTH SIDE OF CANAL 54, 180.3 FT (55.0 M) SOUTHEAST OF A POWER
 AE6246'POLE, 90.0 FT (27.4 M) SOUTH OF THE APPROXIMATE CENTER OF THE GRADED
 AE6246'ROAD, 85.1 FT (25.9 M) NORTH OF THE CENTER TOP BERN, 1.3 FT (0.4 M)
 AE6246'EAST OF A 0.2 FT (6.1 CM) WOODEN POST AND 0.7 FT (21.3 CM) NORTH OF A
 AE6246'CARSONITE WITNESS POST. NOTE FOR KEY CONTACT TOMMY WATERS, ST.  JOHN
 AE6246'WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277
 AE6246
 AE6246                          STATION RECOVERY (2021)
 AE6246
 AE6246'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AE6246'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6247 ***********************************************************************
 AE6247  DESIGNATION -  1024 20 RM 1
 AE6247  PID         -  AE6247
 AE6247  STATE/COUNTY-  FL/BREVARD
 AE6247  COUNTRY     -  US
 AE6247  USGS QUAD   -  FELLSMERE (2018)
 AE6247
 AE6247                         *CURRENT SURVEY CONTROL
 AE6247  ______________________________________________________________________
 AE6247* NAD 83(1986) POSITION- 27 49 49.6    (N) 080 32 22.8    (W)   HD_HELD2
 AE6247* NAVD 88 ORTHO HEIGHT -     6.259 (meters)       20.53  (feet) ADJUSTED
 AE6247  ______________________________________________________________________
 AE6247  GEOID HEIGHT    -        -27.852 (meters)                     GEOID18
 AE6247  DYNAMIC HEIGHT  -          6.250 (meters)       20.51  (feet) COMP
 AE6247  MODELED GRAVITY -    979,162.0   (mgal)                       NAVD 88
 AE6247
 AE6247  VERT ORDER      -  SECOND    CLASS I
 AE6247
 AE6247.The horizontal coordinates were established by autonomous hand held GPS
 AE6247.observations and have an estimated accuracy of +/- 10 meters.
 AE6247
 AE6247.The orthometric height was determined by differential leveling and
 AE6247.adjusted by the NATIONAL GEODETIC SURVEY
 AE6247.in February 1998.
 AE6247
 AE6247.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6247.GEOID18 height accuracy estimate available here.
 AE6247
 AE6247.Click photographs - Photos may exist for this station.
 AE6247
 AE6247.The dynamic height is computed by dividing the NAVD 88
 AE6247.geopotential number by the normal gravity value computed on the
 AE6247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6247.degrees latitude (g = 980.6199 gals.).
 AE6247
 AE6247.The modeled gravity was interpolated from observed gravity values.
 AE6247
 AE6247;                    North         East    Units  Estimated Accuracy
 AE6247;SPC FL E     -   387,505.      245,348.      MT  (+/- 10 meters HH2 GPS)
 AE6247
 AE6247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4533278505(NAD 83)
 AE6247
 AE6247                          SUPERSEDED SURVEY CONTROL
 AE6247
 AE6247.No superseded survey control is available for this station.
 AE6247
 AE6247_MARKER: DD = SURVEY DISK
 AE6247_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE6247_SP_SET: FLOOD CONTROL STRUCTURE
 AE6247_STAMPING: RM-1 1024-20
 AE6247_MARK LOGO: USACE
 AE6247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6247+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2021
 AE6247
 AE6247  HISTORY     - Date     Condition        Report By
 AE6247  HISTORY     - UNK      MONUMENTED       USACE
 AE6247  HISTORY     - 19950630 GOOD             FLDEP
 AE6247  HISTORY     - 20211101 GOOD             GEOCAC
 AE6247
 AE6247                          STATION DESCRIPTION
 AE6247
 AE6247'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6247'THE MARK IS ABOUT 8.7 MI (14.0 KM) NORTHWEST OF FELLSMERE AT FLOOD
 AE6247'CONTROL STRUCTURE 157 IN THE FLEMING GRANT ESTIMATED SECTION 33,
 AE6247'TOWNSHIP 30 SOUTH, RANGE 38 EAST. TO REACH THE MARK FROM THE POST
 AE6247'OFFICE IN FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM)
 AE6247'TO THE JUNCTION OF COUNTY ROAD 507 ON THE RIGHT, TURN RIGHT AND GO
 AE6247'NORTH ON COUNTY ROAD 507 (BROADWAY STREET) FOR 0.4 MI (0.6 KM) TO A 90
 AE6247'DEGREE TURN WEST (SOUTH CAROLINE AVENUE), TURN LEFT AND GO WEST ON
 AE6247'COUNTY ROAD 507 FOR 0.4 MI (0.6 KM) TO A 90 DEGREE TURN NORTH (138TH
 AE6247'AVENUE), TURN RIGHT AND GO NORTH ON COUNTY ROAD 507 FOR 3.4 MI (5.5
 AE6247'KM) TO THE INTERSECTION OF CANAL 54 AND THE JUNCTION OF A GRADED ROAD
 AE6247'ON THE RIGHT ON THE NORTH SIDE OF CANAL 54, TURN RIGHT ON THE GRADED
 AE6247'ROAD PASSING THROUGH A LOCKED GATE GO EAST FOR 4.3 MI (6.9 KM) TO THE
 AE6247'NORTH LOCKED GATE TO FLOOD CONTROL STRUCTURE S 157 AND THE MARK FLUSH
 AE6247'WITH THE GROUND AND LEVEL WITH THE ROAD. LOCATED 106.6 FT (32.5 M)
 AE6247'SOUTH OF THE NORTH GATE, 56.1 FT (17.1 M) NORTH OF THE SOUTH GATE, 7.2
 AE6247'FT (2.2 M) EAST OF THE NORTHEAST CORNER OF THE RECORDING BUILDING AND
 AE6247'2.5 FT (0.8 M) NORTH OF THE SOUTH END OF THE CONCRETE. NOTE FOR KEY
 AE6247'CONTACT TOMMY WATERS, ST.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.
 AE6247'PHONE NUMBER (904) 329-4277
 AE6247
 AE6247                          STATION RECOVERY (2021)
 AE6247
 AE6247'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AE6247'THE GRADED ROAD ON THE NORTH SIDE OF CANAL 54 IS BUFFER PRESERVE
 AE6247'DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6267 ***********************************************************************
 AE6267  DESIGNATION -  1026 20
 AE6267  PID         -  AE6267
 AE6267  STATE/COUNTY-  FL/INDIAN RIVER
 AE6267  COUNTRY     -  US
 AE6267  USGS QUAD   -  NORTH OF GUM SLOUGH (2018)
 AE6267
 AE6267                         *CURRENT SURVEY CONTROL
 AE6267  ______________________________________________________________________
 AE6267* NAD 83(1986) POSITION- 27 41 57.     (N) 080 39 32.     (W)   SCALED
 AE6267* NAVD 88 ORTHO HEIGHT -     7.218 (meters)       23.68  (feet) ADJUSTED
 AE6267  ______________________________________________________________________
 AE6267  GEOID HEIGHT    -        -27.425 (meters)                     GEOID18
 AE6267  DYNAMIC HEIGHT  -          7.207 (meters)       23.65  (feet) COMP
 AE6267  MODELED GRAVITY -    979,149.8   (mgal)                       NAVD 88
 AE6267
 AE6267  VERT ORDER      -  SECOND    CLASS I
 AE6267
 AE6267.The horizontal coordinates were scaled from a map and have
 AE6267.an estimated accuracy of +/- 6 seconds.
 AE6267
 AE6267.The orthometric height was determined by differential leveling and
 AE6267.adjusted by the NATIONAL GEODETIC SURVEY
 AE6267.in February 1998.
 AE6267
 AE6267.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6267.GEOID18 height accuracy estimate available here.
 AE6267
 AE6267.Click photographs - Photos may exist for this station.
 AE6267
 AE6267.The dynamic height is computed by dividing the NAVD 88
 AE6267.geopotential number by the normal gravity value computed on the
 AE6267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6267.degrees latitude (g = 980.6199 gals.).
 AE6267
 AE6267.The modeled gravity was interpolated from observed gravity values.
 AE6267
 AE6267;                    North         East    Units  Estimated Accuracy
 AE6267;SPC FL E     -   372,920.      233,640.      MT  (+/- 180 meters Scaled)
 AE6267
 AE6267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL336639(NAD 83)
 AE6267
 AE6267                          SUPERSEDED SURVEY CONTROL
 AE6267
 AE6267.No superseded survey control is available for this station.
 AE6267
 AE6267_MARKER: DD = SURVEY DISK
 AE6267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6267_STAMPING: BM 1026-20
 AE6267_MARK LOGO: SJRWMD
 AE6267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6267+STABILITY: SURFACE MOTION
 AE6267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6267+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1995
 AE6267
 AE6267  HISTORY     - Date     Condition        Report By
 AE6267  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6267  HISTORY     - 19950922 GOOD             FLDEP
 AE6267  HISTORY     - 20221226 MARK NOT FOUND   GEOCAC
 AE6267
 AE6267                          STATION DESCRIPTION
 AE6267
 AE6267'DESCRIBED BY FL DEPT OF ENV PRO 1995 (VAJ)
 AE6267'THE MARK IS ABOUT 15.4 MI (24.8 KM) NORTHWEST OF VERO BEACH IN
 AE6267'ESTIMATED SECTION 17, TOWNSHIP 32 SOUTH, RANGE 37 EAST. TO REACH THE
 AE6267'MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD 60 IN VERO
 AE6267'BEACH, GO WEST ON STATE ROAD 60 FOR 15.45 MI (24.86 KM) TO THE
 AE6267'JUNCTION OF COUNTY ROAD 512 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD
 AE6267'512 AND GO NORTH FOR 1.5 MI (2.4 KM) TO THE DIRT ENTRANCE OF A PUBLIC
 AE6267'BOAT RAMP ON THE LEFT, CONTINUE NORTH ON COUNTY ROAD 512 FOR 2.55 MI
 AE6267'(4.10 KM) TO A RADIO TOWER ON THE RIGHT, A CANAL JUST SOUTH OF THE
 AE6267'TOWER AND A LOCKED GATE ON THE LEFT (SOUTHEAST SIDE OF THE CANAL),
 AE6267'TURN LEFT (PASSING THROUGH THE LOCKED GATE) AND GO WEST ON THE LEVEE
 AE6267'ROAD FOR 1.0 MI (1.6 KM) TO THE MARK ON THE LEFT SET IN THE TOP OF A
 AE6267'CONCRETE MONUMENT FLUSH WITH THE GROUND NEAR THE TOP SCARP OF THE
 AE6267'CANAL. LOCATED 53.8 FT (16.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 AE6267'THE DIM TRACK ROAD ON TOP OF THE LEVEE, 6.6 FT (2.0 M) SOUTH OF THE
 AE6267'TOP SCARP OF THE CANAL AND 2.0 FT (0.6 M) OF A METAL WITNESS POST.
 AE6267'NOTE FOR KEY CONTACT TOMMY WALTERS, ST.  JOHNS WATER MANAGEMENT
 AE6267'DISTRICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277.
 AE6267
 AE6267                          STATION RECOVERY (2022)
 AE6267
 AE6267'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AE6267'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0047 ***********************************************************************
 AL0047  DESIGNATION -  103
 AL0047  PID         -  AL0047
 AL0047  STATE/COUNTY-  FL/PINELLAS
 AL0047  COUNTRY     -  US
 AL0047  USGS QUAD   -  TARPON SPRINGS (2018)
 AL0047
 AL0047                         *CURRENT SURVEY CONTROL
 AL0047  ______________________________________________________________________
 AL0047* NAD 83(1986) POSITION- 28 09 49.     (N) 082 45 23.     (W)   SCALED
 AL0047* NAVD 88 ORTHO HEIGHT -     0.935 (meters)        3.07  (feet) ADJUSTED
 AL0047  ______________________________________________________________________
 AL0047  GEOID HEIGHT    -        -25.146 (meters)                     GEOID18
 AL0047  DYNAMIC HEIGHT  -          0.934 (meters)        3.06  (feet) COMP
 AL0047  MODELED GRAVITY -    979,196.0   (mgal)                       NAVD 88
 AL0047
 AL0047  VERT ORDER      -  SECOND    CLASS II
 AL0047
 AL0047.The horizontal coordinates were scaled from a map and have
 AL0047.an estimated accuracy of +/- 6 seconds.
 AL0047
 AL0047.The orthometric height was determined by differential leveling and
 AL0047.adjusted by the NATIONAL GEODETIC SURVEY
 AL0047.in June 1991.
 AL0047
 AL0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0047.GEOID18 height accuracy estimate available here.
 AL0047
 AL0047.Click photographs - Photos may exist for this station.
 AL0047
 AL0047.The dynamic height is computed by dividing the NAVD 88
 AL0047.geopotential number by the normal gravity value computed on the
 AL0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0047.degrees latitude (g = 980.6199 gals.).
 AL0047
 AL0047.The modeled gravity was interpolated from observed gravity values.
 AL0047
 AL0047;                    North         East    Units  Estimated Accuracy
 AL0047;SPC FL W     -   424,570.      125,720.      MT  (+/- 180 meters Scaled)
 AL0047
 AL0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM275165(NAD 83)
 AL0047
 AL0047                          SUPERSEDED SURVEY CONTROL
 AL0047
 AL0047  NGVD 29 (??/??/92)    1.193  (m)            3.91   (f) ADJ UNCH    2 2
 AL0047
 AL0047.Superseded values are not recommended for survey control.
 AL0047
 AL0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0047.See file dsdata.pdf to determine how the superseded data were derived.
 AL0047
 AL0047_MARKER: DD = SURVEY DISK
 AL0047_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0047_SP_SET: CULVERT HEADWALL
 AL0047_STAMPING: 103 SRD
 AL0047_MARK LOGO: FLSRD
 AL0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0047+STABILITY: SURFACE MOTION
 AL0047
 AL0047  HISTORY     - Date     Condition        Report By
 AL0047  HISTORY     - 1975     MONUMENTED       FLHD
 AL0047  HISTORY     - 1975     GOOD             FLDT
 AL0047  HISTORY     - 1984     GOOD             USPSQD
 AL0047  HISTORY     - 1990     GOOD             USPSQD
 AL0047
 AL0047                          STATION DESCRIPTION
 AL0047
 AL0047'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0047'1.2 MI N FROM TARPON SPRINGS.
 AL0047'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND U.S.
 AL0047'ALT. HIGHWAY 19, RUN SOUTHWESTERLY ON U.S. ALT. HIGHWAY 19 FOR
 AL0047'1.7 MILE, TO THE JUNCTION OF DIXIE HIGHWAY.  STATION ON LEFT, ON
 AL0047'SE CORNER OF INTERSECTION, 30 FT. EAST OF U.S. ALT. HIGHWAY
 AL0047'19, 40 FT. SOUTH OF DIXIE HIGHWAY.  SET IN TOP OF HEADWALL.
 AL0047'SECTION 1, T27S, R15E.
 AL0047
 AL0047                          STATION RECOVERY (1984)
 AL0047
 AL0047'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0047'RECOVERED IN GOOD CONDITION.
 AL0047
 AL0047                          STATION RECOVERY (1990)
 AL0047
 AL0047'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9534 ***********************************************************************
 AG9534  DESIGNATION -  103
 AG9534  PID         -  AG9534
 AG9534  STATE/COUNTY-  FL/SARASOTA
 AG9534  COUNTRY     -  US
 AG9534  USGS QUAD   -  LAUREL (2018)
 AG9534
 AG9534                         *CURRENT SURVEY CONTROL
 AG9534  ______________________________________________________________________
 AG9534* NAD 83(2011) POSITION- 27 07 50.92635(N) 082 27 12.42552(W)   ADJUSTED
 AG9534* NAD 83(2011) ELLIP HT-   -19.759 (meters)        (06/27/12)   ADJUSTED
 AG9534* NAD 83(2011) EPOCH   -  2010.00
 AG9534* NAVD 88 ORTHO HEIGHT -     4.3   (meters)       14.    (feet) GPS OBS
 AG9534  ______________________________________________________________________
 AG9534  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9534  GEOID HEIGHT    -        -24.790 (meters)                     GEOID93
 AG9534  GEOID HEIGHT    -        -24.044 (meters)                     GEOID18
 AG9534  NAD 83(2011) X  -    745,999.542 (meters)                     COMP
 AG9534  NAD 83(2011) Y  - -5,631,073.807 (meters)                     COMP
 AG9534  NAD 83(2011) Z  -  2,891,113.881 (meters)                     COMP
 AG9534  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 AG9534
 AG9534  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9534  Standards:
 AG9534         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9534            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9534  -------------------------------------------------------------------
 AG9534  NETWORK    2.94   6.74           1.19   1.21   3.44      0.03116804
 AG9534  -------------------------------------------------------------------
 AG9534  Click here for local accuracies and other accuracy information.
 AG9534
 AG9534.The horizontal coordinates were established by GPS observations
 AG9534.and adjusted by the National Geodetic Survey in June 2012.
 AG9534
 AG9534.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9534.been affixed to the stable North American tectonic plate. See 
 AG9534.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9534
 AG9534.The horizontal coordinates are valid at the epoch date displayed above
 AG9534.which is a decimal equivalence of Year/Month/Day.
 AG9534
 AG9534.The orthometric height was determined by GPS observations and a
 AG9534.high-resolution geoid model.
 AG9534
 AG9534.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9534.GEOID18 height accuracy estimate available here.
 AG9534
 AG9534.Click photographs - Photos may exist for this station.
 AG9534
 AG9534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9534
 AG9534.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9534
 AG9534.The ellipsoidal height was determined by GPS observations
 AG9534.and is referenced to NAD 83.
 AG9534
 AG9534. The following values were computed from the NAD 83(2011) position.
 AG9534
 AG9534;                    North         East     Units Scale Factor Converg.
 AG9534;SPC FL W     -   309,978.981   155,047.282   MT  0.99996611   -0 12 24.4
 AG9534;SPC FL W     - 1,016,989.37    508,684.29   sFT  0.99996611   -0 12 24.4
 AG9534;UTM  17      - 3,001,757.400   355,953.680   MT  0.99985614   -0 39 46.5
 AG9534
 AG9534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9534!SPC FL W     -   1.00000310  x   0.99996611  =   0.99996921
 AG9534!UTM  17      -   1.00000310  x   0.99985614  =   0.99985924
 AG9534
 AG9534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5595301757(NAD 83)
 AG9534
 AG9534                          SUPERSEDED SURVEY CONTROL
 AG9534
 AG9534  NAD 83(2007)-  27 07 50.92646(N)    082 27 12.42578(W) AD(2002.00) 0
 AG9534  ELLIP H (02/10/07)  -19.752  (m)                       GP(2002.00)    
 AG9534  NAD 83(1999)-  27 07 50.92627(N)    082 27 12.42722(W) AD(       ) 1
 AG9534  ELLIP H (06/19/01)  -19.666  (m)                       GP(       ) 4 1
 AG9534  NAD 83(1990)-  27 07 50.92494(N)    082 27 12.42671(W) AD(       ) 1
 AG9534  ELLIP H (05/09/94)  -19.619  (m)                       GP(       ) 4 2
 AG9534
 AG9534.Superseded values are not recommended for survey control.
 AG9534
 AG9534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9534.See file dsdata.pdf to determine how the superseded data were derived.
 AG9534
 AG9534_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9534_STAMPING: 103
 AG9534_MARK LOGO: FL-115
 AG9534_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9534+STABILITY: SURFACE MOTION
 AG9534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9534+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AG9534
 AG9534  HISTORY     - Date     Condition        Report By
 AG9534  HISTORY     - 1992     MONUMENTED       FL-115
 AG9534  HISTORY     - 20010719 MARK NOT FOUND   USPSQD
 AG9534  HISTORY     - 20020305 GOOD             USPSQD
 AG9534  HISTORY     - 20050214 MARK NOT FOUND   FL-115
 AG9534
 AG9534                          STATION DESCRIPTION
 AG9534
 AG9534'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9534'TO REACH THE STATION FROM THE INTERSECTION OF ALBEE ROAD AND U.S.
 AG9534'HIGHWAY 41 (TAMIAMI TRAIL) IN SARASOTA COUNTY, GO NORTH ON U.S.
 AG9534'HIGHWAY 41 (TAMIAMI TRAIL), 0.42 MI (0.68 KM) TO THE STATION ON THE
 AG9534'RIGHT.
 AG9534'THE STATION IS A SARASOTA G.P.S. STATION DISK STAMPED ---103--- SET IN
 AG9534'A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS 3-INCHES
 AG9534'BELOW THE GROUND. IT IS 34.1 FT (10.39 M) NORTHEASTERLY OF THE
 AG9534'CENTERLINE OF NORTH BOUND U.S. HIGHWAY (TAMIAMI TRAIL), AND 36.4 FT
 AG9534'(11.09 M) WESTERLY OF A SURVEY MARKER WITNESS POST.
 AG9534'REFERENCES--
 AG9534'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)REFERENCE
 AG9534'TAG AND P.K. NAIL SET IN THE EASTERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9534'BED FOR NORTH BOUND U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT IS 23.96 FT
 AG9534'(7.30 M) SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 103, AND 24.06 FT
 AG9534'(7.33 M) SOUTHEASTERLY OF SARCO REFERENCE NO. 2.
 AG9534'REFERENCE NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO) REFERENCE TAG
 AG9534'AND P.K. NAIL SET IN THE NORTHEASTERLY EDGE OF ASPHALT PAVEMENT ROAD
 AG9534'BED FOR NORTH BOUND U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT IS 26.42 FT
 AG9534'(8.05 M) NORTHWESTERLY OF SARCO G.P.S. STATION SAR 103, AND 24.06 FT
 AG9534'(7.33 M) NORTHWESTERLY OF SARCO REFERENCE NO. 1.
 AG9534
 AG9534                          STATION RECOVERY (2001)
 AG9534
 AG9534'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG9534'
 AG9534'WITNESS POST FOUND. UNABLE TO LOCATE MARKER. UNABLE TO LOCATE
 AG9534'
 AG9534'REFERENCE MARKERS 1 AND 2.
 AG9534
 AG9534                          STATION RECOVERY (2002)
 AG9534
 AG9534'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG9534'103 RM1 NOT RECOVERED
 AG9534'103 RM2 NOT RECOVERED
 AG9534
 AG9534                          STATION RECOVERY (2005)
 AG9534
 AG9534'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2005
 AG9534'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2408 ***********************************************************************
 BC2408  DESIGNATION -  103 CMP
 BC2408  PID         -  BC2408
 BC2408  STATE/COUNTY-  FL/NASSAU
 BC2408  COUNTRY     -  US
 BC2408  USGS QUAD   -  HILLIARD NE (2018)
 BC2408
 BC2408                         *CURRENT SURVEY CONTROL
 BC2408  ______________________________________________________________________
 BC2408* NAD 83(1986) POSITION- 30 44 27.     (N) 081 52 14.     (W)   SCALED
 BC2408* NAVD 88 ORTHO HEIGHT -     5.060 (meters)       16.60  (feet) ADJUSTED
 BC2408  ______________________________________________________________________
 BC2408  GEOID HEIGHT    -        -28.341 (meters)                     GEOID18
 BC2408  DYNAMIC HEIGHT  -          5.054 (meters)       16.58  (feet) COMP
 BC2408  MODELED GRAVITY -    979,388.1   (mgal)                       NAVD 88
 BC2408
 BC2408  VERT ORDER      -  SECOND    CLASS I
 BC2408
 BC2408.The horizontal coordinates were scaled from a map and have
 BC2408.an estimated accuracy of +/- 6 seconds.
 BC2408
 BC2408.The orthometric height was determined by differential leveling and
 BC2408.adjusted by the NATIONAL GEODETIC SURVEY
 BC2408.in June 1991.
 BC2408
 BC2408.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2408.GEOID18 height accuracy estimate available here.
 BC2408
 BC2408.Click photographs - Photos may exist for this station.
 BC2408
 BC2408.The dynamic height is computed by dividing the NAVD 88
 BC2408.geopotential number by the normal gravity value computed on the
 BC2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2408.degrees latitude (g = 980.6199 gals.).
 BC2408
 BC2408.The modeled gravity was interpolated from observed gravity values.
 BC2408
 BC2408;                    North         East    Units  Estimated Accuracy
 BC2408;SPC FL E     -   710,310.      116,640.      MT  (+/- 180 meters Scaled)
 BC2408
 BC2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ166012(NAD 83)
 BC2408
 BC2408                          SUPERSEDED SURVEY CONTROL
 BC2408
 BC2408.No superseded survey control is available for this station.
 BC2408
 BC2408_MARKER: DD = SURVEY DISK
 BC2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2408_STAMPING: 103 CMP 1970
 BC2408_MARK LOGO: USGS
 BC2408_PROJECTION: RECESSED 5 CENTIMETERS
 BC2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2408+STABILITY: SURFACE MOTION
 BC2408
 BC2408  HISTORY     - Date     Condition        Report By
 BC2408  HISTORY     - 1970     MONUMENTED       USGS
 BC2408  HISTORY     - 1985     GOOD             FLDNR
 BC2408
 BC2408                          STATION DESCRIPTION
 BC2408
 BC2408'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2408'5 MI NE FROM HILLIARD.
 BC2408'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1/301 AND COUNTY ROAD C
 BC2408'108, GO 0.6 MILE NORTHEAST ON C 108 TO THE Y-FORK OF ROAD S 115A, GO
 BC2408'4.4 MILES NORTHEASTERLY ON S 115A TO THE MARK.  THE MARK BEARS 51
 BC2408'FEET NORTHWEST OF THE CENTERLINE OF S 115A, 24 FEET NORTHEAST OF THE
 BC2408'CENTERLINE OF A PRIVATE DRIVE, 1.5 FEET NORTHWEST OF A WITNESS POST,
 BC2408'AND IS AT THE BASE OF AN 18-INCH DIAMETER PINE TREE.
 BC2408'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG9261 ***********************************************************************
 DG9261  DESIGNATION -  103 JAS RESET
 DG9261  PID         -  DG9261
 DG9261  STATE/COUNTY-  FL/MARION
 DG9261  COUNTRY     -  US
 DG9261  USGS QUAD   -  LAKE KERR (2018)
 DG9261
 DG9261                         *CURRENT SURVEY CONTROL
 DG9261  ______________________________________________________________________
 DG9261* NAD 83(1986) POSITION- 29 16 58.     (N) 081 46 14.     (W)   SCALED
 DG9261* NAVD 88 ORTHO HEIGHT -    19.539 (meters)       64.10  (feet) ADJUSTED
 DG9261  ______________________________________________________________________
 DG9261  GEOID HEIGHT    -        -28.208 (meters)                     GEOID18
 DG9261  DYNAMIC HEIGHT  -         19.512 (meters)       64.02  (feet) COMP
 DG9261  MODELED GRAVITY -    979,251.8   (mgal)                       NAVD 88
 DG9261
 DG9261  VERT ORDER      -  SECOND    CLASS I
 DG9261
 DG9261.The horizontal coordinates were scaled from a map and have
 DG9261.an estimated accuracy of +/- 6 seconds.
 DG9261
 DG9261.The orthometric height was determined by differential leveling and
 DG9261.adjusted by the NATIONAL GEODETIC SURVEY
 DG9261.in June 2005.
 DG9261
 DG9261.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9261.GEOID18 height accuracy estimate available here.
 DG9261
 DG9261.Click photographs - Photos may exist for this station.
 DG9261
 DG9261.The dynamic height is computed by dividing the NAVD 88
 DG9261.geopotential number by the normal gravity value computed on the
 DG9261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9261.degrees latitude (g = 980.6199 gals.).
 DG9261
 DG9261.The modeled gravity was interpolated from observed gravity values.
 DG9261
 DG9261;                    North         East    Units  Estimated Accuracy
 DG9261;SPC FL W     -   548,390.      222,290.      MT  (+/- 180 meters Scaled)
 DG9261
 DG9261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN251395(NAD 83)
 DG9261
 DG9261                          SUPERSEDED SURVEY CONTROL
 DG9261
 DG9261.No superseded survey control is available for this station.
 DG9261
 DG9261_MARKER: DD = SURVEY DISK
 DG9261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9261_STAMPING: 103 JAS 1966 RESET 1982
 DG9261_MARK LOGO: USGS
 DG9261_PROJECTION: FLUSH
 DG9261_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9261+STABILITY: SURFACE MOTION
 DG9261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9261+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 DG9261
 DG9261  HISTORY     - Date     Condition        Report By
 DG9261  HISTORY     - 1982     MONUMENTED       USGS
 DG9261  HISTORY     - 20030711 GOOD             FLDEP
 DG9261
 DG9261                          STATION DESCRIPTION
 DG9261
 DG9261'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9261'THE MARK IS ABOUT 11.3 MI NORTHEAST OF FOREST CORNERS, 4.7 MI
 DG9261'SOUTH-SOUTHWEST OF SALT  SPRINGS, IN SECTION 11, TOWNSHIP 14 SOUTH,
 DG9261'RANGE 25 EAST.
 DG9261'
 DG9261'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 40 AND COUNTY
 DG9261'ROAD 314A IN  FOREST CORNERS, GO SOUTHEAST ON STATE HIGHWAY 40 FOR
 DG9261'7.55 MI TO THE JUNCTION OF FOREST  ROAD FR 88 (NORTHEAST 231 AVENUE,
 DG9261'NORTHEAST 230 AVENUE, NORTHEAST 203RD AVENUE) ON  THE LEFT, TURN LEFT
 DG9261'ON FOREST ROAD FR 88 (NORTHEAST 231 AVENUE, NORTHEAST 230 AVENUE,
 DG9261'NORTHEAST 203RD AVENUE) AND GO NORTH FOR 7.2 MI TO THE INTERSECTION OF
 DG9261'FOREST ROAD  NUMBER 88-B AND THE MARK ON THE RIGHT, SET IN THE TOP OF
 DG9261'A ROUND CONCRETE MONUMENT  FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 DG9261'FOREST ROAD FR 88.
 DG9261'
 DG9261'LOCATED 70.0 FT EAST OF THE CENTERLINE OF NORTHEAST 203RD AVENUE ROAD,
 DG9261'40.5 FT NORTH OF  THE APPROXIMATE CENTERLINE OF FOREST ROAD NUMBER
 DG9261'88-B, 1.0 FT SOUTHWEST OF A CARSONITE  WITNESS POST AND 0.9 FT
 DG9261'SOUTHWEST OF A METAL WITNESS POST.
 DG9261'
 DG9261'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DG9261'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9535 ***********************************************************************
 AG9535  DESIGNATION -  1030
 AG9535  PID         -  AG9535
 AG9535  STATE/COUNTY-  FL/SARASOTA
 AG9535  COUNTRY     -  US
 AG9535  USGS QUAD   -  MYAKKA RIVER (2018)
 AG9535
 AG9535                         *CURRENT SURVEY CONTROL
 AG9535  ______________________________________________________________________
 AG9535* NAD 83(2011) POSITION- 27 07 17.48717(N) 082 15 13.99316(W)   ADJUSTED
 AG9535* NAD 83(2011) ELLIP HT-   -17.131 (meters)        (06/27/12)   ADJUSTED
 AG9535* NAD 83(2011) EPOCH   -  2010.00
 AG9535* NAVD 88 ORTHO HEIGHT -     7.0   (meters)       23.    (feet) GPS OBS
 AG9535  ______________________________________________________________________
 AG9535  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9535  GEOID HEIGHT    -        -24.870 (meters)                     GEOID93
 AG9535  GEOID HEIGHT    -        -24.101 (meters)                     GEOID18
 AG9535  NAD 83(2011) X  -    765,671.902 (meters)                     COMP
 AG9535  NAD 83(2011) Y  - -5,628,908.611 (meters)                     COMP
 AG9535  NAD 83(2011) Z  -  2,890,199.058 (meters)                     COMP
 AG9535  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 AG9535
 AG9535  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9535  Standards:
 AG9535         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9535            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9535  -------------------------------------------------------------------
 AG9535  NETWORK    2.41   5.43           0.92   1.04   2.77      0.12165488
 AG9535  -------------------------------------------------------------------
 AG9535  Click here for local accuracies and other accuracy information.
 AG9535
 AG9535.The horizontal coordinates were established by GPS observations
 AG9535.and adjusted by the National Geodetic Survey in June 2012.
 AG9535
 AG9535.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9535.been affixed to the stable North American tectonic plate. See 
 AG9535.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9535
 AG9535.The horizontal coordinates are valid at the epoch date displayed above
 AG9535.which is a decimal equivalence of Year/Month/Day.
 AG9535
 AG9535.The orthometric height was determined by GPS observations and a
 AG9535.high-resolution geoid model.
 AG9535
 AG9535.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9535.GEOID18 height accuracy estimate available here.
 AG9535
 AG9535.Click photographs - Photos may exist for this station.
 AG9535
 AG9535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9535
 AG9535.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9535
 AG9535.The ellipsoidal height was determined by GPS observations
 AG9535.and is referenced to NAD 83.
 AG9535
 AG9535. The following values were computed from the NAD 83(2011) position.
 AG9535
 AG9535;                    North         East     Units Scale Factor Converg.
 AG9535;SPC FL W     -   308,894.110   174,829.052   MT  0.99994899   -0 06 56.7
 AG9535;SPC FL W     - 1,013,430.09    573,584.98   sFT  0.99994899   -0 06 56.7
 AG9535;UTM  17      - 3,000,515.281   375,723.536   MT  0.99979066   -0 34 18.1
 AG9535
 AG9535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9535!SPC FL W     -   1.00000269  x   0.99994899  =   0.99995168
 AG9535!UTM  17      -   1.00000269  x   0.99979066  =   0.99979335
 AG9535
 AG9535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7572300515(NAD 83)
 AG9535
 AG9535                          SUPERSEDED SURVEY CONTROL
 AG9535
 AG9535  NAD 83(2007)-  27 07 17.48729(N)    082 15 13.99362(W) AD(2002.00) 0
 AG9535  ELLIP H (02/10/07)  -17.128  (m)                       GP(2002.00)    
 AG9535  NAD 83(1999)-  27 07 17.48723(N)    082 15 13.99429(W) AD(       ) 1
 AG9535  ELLIP H (06/19/01)  -17.095  (m)                       GP(       ) 4 1
 AG9535  NAD 83(1990)-  27 07 17.48565(N)    082 15 13.99421(W) AD(       ) 1
 AG9535  ELLIP H (05/09/94)  -16.978  (m)                       GP(       ) 4 2
 AG9535
 AG9535.Superseded values are not recommended for survey control.
 AG9535
 AG9535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9535.See file dsdata.pdf to determine how the superseded data were derived.
 AG9535
 AG9535_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9535_STAMPING: 1030
 AG9535_MARK LOGO: FL-115
 AG9535_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9535+STABILITY: SURFACE MOTION
 AG9535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9535+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 AG9535
 AG9535  HISTORY     - Date     Condition        Report By
 AG9535  HISTORY     - UNK      MONUMENTED
 AG9535  HISTORY     - 19920903 GOOD             FL-115
 AG9535  HISTORY     - 20070913 MARK NOT FOUND   FLDEP
 AG9535
 AG9535                          STATION DESCRIPTION
 AG9535
 AG9535'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9535'TO REACH THE STATION FROM THE INTERSECTION OF TROPICARE BOULEVARD AND
 AG9535'VAN CAMP STREET IN THE CITY OF NORTH PORT IN SARASOTA COUNTY, GO
 AG9535'NORTH ON VAN CAMP STREET 1 MI (1.61 KM), TO THE INTERSECTION OF VAN
 AG9535'CAMP STREET AND ESTATES DRIVE TO THE STATION NORTH-NORTHWEST OF THE
 AG9535'INTERSECTION.
 AG9535'THE STATION IS A SARASOTA COUNTY GPS STATION DISK STAMPED ---1030---
 AG9535'SET IN A 8-INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND
 AG9535'. IT IS 15 FT (4.57 M) SOUTHEASTERLY OF THE SOUTHEASTERLY BEND OF A
 AG9535'DRAINAGE CANAL, AND 2607.39 FT (794.73 M) WESTERLY OF SARCO G.P.S.
 AG9535'STATION SAR 087.
 AG9535'REFERENCES--
 AG9535'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9535'AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT OF
 AG9535'ESTATES DRIVE. IT IS 23.89 FT (7.28 M) SOUTHEASTERLY OF SARCO G.P.S.
 AG9535'STATION SAR 1030, AND 20.72 FT (6.32 M) NORTHEASTERLY OF SARCO
 AG9535'REFERENCE NO. 2, AND 32.27 FT (9.84 M) NORTHEASTERLY OF SARCO
 AG9535'REFERENCE NO. 3.
 AG9535'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9535'AND P.K. NAIL SET IN THE SOUTHEASTERLY EDGE OF ASPALT PAVEMENT OF THE
 AG9535'INTERSECTION OF VAN CAMP STREET AND ESTATES DRIVE. IT IS 33.82 FT
 AG9535'(10.31 M) SOUTHERLY OF SARCO G.P.S. STATION SAR 1030, AND 20.72 FT
 AG9535'(6.32 M) SOUTHWESTERLY OF SARCO REFERENCE NO. 1, AND 20.59 FT
 AG9535'(6.28 M) SOUTHEASTERLY OF SARCO REFERENCE NO. 3.
 AG9535'REFERENCE MARK NUMBER 3 IS A STANDARD SARASOTA COUNTY REFERENCE TAG
 AG9535'AND P.K. NAIL SET IN THE NORTHWESTERLY EDGE OF ASPHALT PAVEMENT OF
 AG9535'VAN CAMP STREET. IT IS 28.93 FT (8.82 M) SOUTHWESTERLY OF SARCO G
 AG9535'.P.S. STATION SAR 1030, AND 32.27 FT (9.84 M) SOUTHWESTERLY OF SARCO
 AG9535'REFERENCE NO. 1, AND 20.59 FT (6.28 M) NORTHWESTERLY OF SARCO
 AG9535'REFERENCE NO. 2.
 AG9535
 AG9535                          STATION RECOVERY (2007)
 AG9535
 AG9535'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG9535'INSUFFICIENT REFERENCE OBJECTS EXIST TO LOCATE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9536 ***********************************************************************
 AG9536  DESIGNATION -  1031
 AG9536  PID         -  AG9536
 AG9536  STATE/COUNTY-  FL/SARASOTA
 AG9536  COUNTRY     -  US
 AG9536  USGS QUAD   -  MURDOCK (2018)
 AG9536
 AG9536                         *CURRENT SURVEY CONTROL
 AG9536  ______________________________________________________________________
 AG9536* NAD 83(2011) POSITION- 27 07 16.42636(N) 082 12 17.34192(W)   ADJUSTED
 AG9536* NAD 83(2011) ELLIP HT-   -16.312 (meters)        (06/27/12)   ADJUSTED
 AG9536* NAD 83(2011) EPOCH   -  2010.00
 AG9536* NAVD 88 ORTHO HEIGHT -     7.844 (meters)       25.73  (feet) ADJUSTED
 AG9536  ______________________________________________________________________
 AG9536  GEOID HEIGHT    -        -24.144 (meters)                     GEOID18
 AG9536  NAD 83(2011) X  -    770,494.501 (meters)                     COMP
 AG9536  NAD 83(2011) Y  - -5,628,266.272 (meters)                     COMP
 AG9536  NAD 83(2011) Z  -  2,890,170.371 (meters)                     COMP
 AG9536  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 AG9536  DYNAMIC HEIGHT  -          7.832 (meters)       25.70  (feet) COMP
 AG9536  MODELED GRAVITY -    979,126.4   (mgal)                       NAVD 88
 AG9536
 AG9536  VERT ORDER      -  SECOND    CLASS I
 AG9536
 AG9536  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9536  Standards:
 AG9536         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9536            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9536  -------------------------------------------------------------------
 AG9536  NETWORK    2.70   5.72           1.07   1.14   2.92      0.04187381
 AG9536  -------------------------------------------------------------------
 AG9536  Click here for local accuracies and other accuracy information.
 AG9536
 AG9536.The horizontal coordinates were established by GPS observations
 AG9536.and adjusted by the National Geodetic Survey in June 2012.
 AG9536
 AG9536.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9536.been affixed to the stable North American tectonic plate. See 
 AG9536.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9536
 AG9536.The horizontal coordinates are valid at the epoch date displayed above
 AG9536.which is a decimal equivalence of Year/Month/Day.
 AG9536
 AG9536.The orthometric height was determined by differential leveling and
 AG9536.adjusted by the NATIONAL GEODETIC SURVEY
 AG9536.in July 2009.
 AG9536
 AG9536.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9536.GEOID18 height accuracy estimate available here.
 AG9536
 AG9536.Click photographs - Photos may exist for this station.
 AG9536
 AG9536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9536
 AG9536.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9536
 AG9536.The ellipsoidal height was determined by GPS observations
 AG9536.and is referenced to NAD 83.
 AG9536
 AG9536.The dynamic height is computed by dividing the NAVD 88
 AG9536.geopotential number by the normal gravity value computed on the
 AG9536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9536.degrees latitude (g = 980.6199 gals.).
 AG9536
 AG9536.The modeled gravity was interpolated from observed gravity values.
 AG9536
 AG9536. The following values were computed from the NAD 83(2011) position.
 AG9536
 AG9536;                    North         East     Units Scale Factor Converg.
 AG9536;SPC FL W     -   308,852.583   179,693.906   MT  0.99994626   -0 05 36.1
 AG9536;SPC FL W     - 1,013,293.85    589,545.76   sFT  0.99994626   -0 05 36.1
 AG9536;UTM  17      - 3,000,435.055   380,587.106   MT  0.99977603   -0 32 57.5
 AG9536
 AG9536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9536!SPC FL W     -   1.00000256  x   0.99994626  =   0.99994882
 AG9536!UTM  17      -   1.00000256  x   0.99977603  =   0.99977859
 AG9536
 AG9536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8058700435(NAD 83)
 AG9536
 AG9536                          SUPERSEDED SURVEY CONTROL
 AG9536
 AG9536  NAD 83(2007)-  27 07 16.42649(N)    082 12 17.34240(W) AD(2002.00) 0
 AG9536  ELLIP H (02/10/07)  -16.310  (m)                       GP(2002.00)    
 AG9536  NAD 83(1999)-  27 07 16.42644(N)    082 12 17.34290(W) AD(       ) 1
 AG9536  ELLIP H (06/19/01)  -16.278  (m)                       GP(       ) 4 1
 AG9536  NAD 83(1990)-  27 07 16.42488(N)    082 12 17.34279(W) AD(       ) 1
 AG9536  ELLIP H (05/09/94)  -16.143  (m)                       GP(       ) 4 2
 AG9536  NAVD 88 (05/09/94)    7.8    (m)  GEOID93  model used  GPS OBS        
 AG9536
 AG9536.Superseded values are not recommended for survey control.
 AG9536
 AG9536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9536.See file dsdata.pdf to determine how the superseded data were derived.
 AG9536
 AG9536_MARKER: DD = SURVEY DISK
 AG9536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9536_STAMPING: 1031
 AG9536_MARK LOGO: FL-115
 AG9536_PROJECTION: RECESSED 10 CENTIMETERS
 AG9536_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9536+STABILITY: SURFACE MOTION
 AG9536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9536+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2011
 AG9536
 AG9536  HISTORY     - Date     Condition        Report By
 AG9536  HISTORY     - 1992     MONUMENTED       FL-115
 AG9536  HISTORY     - 19920512 GOOD             FL-115
 AG9536  HISTORY     - 20020117 GOOD             USPSQD
 AG9536  HISTORY     - 20070914 GOOD             FLDEP
 AG9536  HISTORY     - 20110331 GOOD             DEGROV
 AG9536
 AG9536                          STATION DESCRIPTION
 AG9536
 AG9536'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9536'TO REACH THE STATION FROM THE INTERSECTION OF VAN CAMP STREET AND
 AG9536'ESTATES DRIVE IN THE CITY OF NORTH PORT IN SARASOTA COUNTY, GO EAST
 AG9536'ON ESTATES DRIVE, 3 MI (4.83 KM) TO THE STATION ON THE LEFT.
 AG9536'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED
 AG9536'---1031--- SET IN A 8-INCH ROUND POURED IN PLACE CONCRETE MONUMENT.
 AG9536'IT IS 22.01 FT (6.71 M) NORTHERLY OF A NAIL AND DISK SET IN THE
 AG9536'CENTERLINE OF ESTATES DRIVE.
 AG9536'REFERENCES--
 AG9536'REFERENCE MARK NUMBER 1 IS A SARASOTA COUNTY (SARCO) REFERENCE TAG AND
 AG9536'P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD BED FOR
 AG9536'ESTATES DRIVE. IT IS 14.99 FT (4.57 M) SOUTHWESTERLY OF SARCO G.P.S.
 AG9536'STATION SAR 1031, 19.23 FT (5.86 M) WESTERLY OF SARCO REFERENCE NO.
 AG9536'2, AND 13.97 FT (4.26 M) NORTHWESTERLY OF A NAIL AND DISK SET ON THE
 AG9536'CENTERLINE OF ESTATES DRIVE.
 AG9536'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9536'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9536'PAVEMENT ROAD BED FOR ESTATES DRIVE. IT IS 15.22 FT (4.64 M)
 AG9536'SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 1031, 19.23 FT (5.86 M)
 AG9536'EASTERLY OF SARCO REFERENCE NO. 1, AND 14.29 FT (4.36 M)
 AG9536'NORTHEASTERLY OF A NAIL AND DISK SET ON THE CENTERLINE OF ESTATES
 AG9536'DRIVE.
 AG9536
 AG9536                          STATION RECOVERY (2002)
 AG9536
 AG9536'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG9536'ALSO LOCATED 1031 RM1 AND 1031 RM2
 AG9536
 AG9536                          STATION RECOVERY (2007)
 AG9536
 AG9536'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG9536'RECOVERED AS DESCRIBED.
 AG9536
 AG9536                          STATION RECOVERY (2011)
 AG9536
 AG9536'RECOVERY NOTE BY DEGROVE SURVEYORS INCORPORATED 2011 (RLT)
 AG9536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6152 ***********************************************************************
 AE6152  DESIGNATION -  1032 20
 AE6152  PID         -  AE6152
 AE6152  STATE/COUNTY-  FL/INDIAN RIVER
 AE6152  COUNTRY     -  US
 AE6152  USGS QUAD   -  NORTH OF GUM SLOUGH (2018)
 AE6152
 AE6152                         *CURRENT SURVEY CONTROL
 AE6152  ______________________________________________________________________
 AE6152* NAD 83(1986) POSITION- 27 38 26.     (N) 080 41 30.     (W)   SCALED
 AE6152* NAVD 88 ORTHO HEIGHT -     8.332 (meters)       27.34  (feet) ADJUSTED
 AE6152  ______________________________________________________________________
 AE6152  GEOID HEIGHT    -        -27.254 (meters)                     GEOID18
 AE6152  DYNAMIC HEIGHT  -          8.319 (meters)       27.29  (feet) COMP
 AE6152  MODELED GRAVITY -    979,146.1   (mgal)                       NAVD 88
 AE6152
 AE6152  VERT ORDER      -  SECOND    CLASS I
 AE6152
 AE6152.The horizontal coordinates were scaled from a map and have
 AE6152.an estimated accuracy of +/- 6 seconds.
 AE6152
 AE6152.The orthometric height was determined by differential leveling and
 AE6152.adjusted by the NATIONAL GEODETIC SURVEY
 AE6152.in February 1998.
 AE6152
 AE6152.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6152.GEOID18 height accuracy estimate available here.
 AE6152
 AE6152.Click photographs - Photos may exist for this station.
 AE6152
 AE6152.The dynamic height is computed by dividing the NAVD 88
 AE6152.geopotential number by the normal gravity value computed on the
 AE6152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6152.degrees latitude (g = 980.6199 gals.).
 AE6152
 AE6152.The modeled gravity was interpolated from observed gravity values.
 AE6152
 AE6152;                    North         East    Units  Estimated Accuracy
 AE6152;SPC FL E     -   366,420.      230,430.      MT  (+/- 180 meters Scaled)
 AE6152
 AE6152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL304574(NAD 83)
 AE6152
 AE6152                          SUPERSEDED SURVEY CONTROL
 AE6152
 AE6152.No superseded survey control is available for this station.
 AE6152
 AE6152_MARKER: DD = SURVEY DISK
 AE6152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6152_STAMPING: 1032-20
 AE6152_MARK LOGO: SJRWMD
 AE6152_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6152+STABILITY: SURFACE MOTION
 AE6152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6152+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1994
 AE6152
 AE6152  HISTORY     - Date     Condition        Report By
 AE6152  HISTORY     - 1991     MONUMENTED       SJRWMD
 AE6152  HISTORY     - 19941101 GOOD             FLDEP
 AE6152  HISTORY     - 20070303 MARK NOT FOUND   FLDEP
 AE6152  HISTORY     - 20110203 MARK NOT FOUND   FL-061
 AE6152  HISTORY     - 20221202 MARK NOT FOUND   GEOCAC
 AE6152
 AE6152                          STATION DESCRIPTION
 AE6152
 AE6152'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AE6152'THE MARK IS ABOUT 17.5 MI (28.2 KM) WEST OF VERO BEACH, 14.65 MI
 AE6152'(23.58 KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6152'ROAD 60 AT YEEHAW JUNCTION IN SECTION 1, TOWNSHIP 33 SOUTH, RANGE 36
 AE6152'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 AE6152'ROAD 60 IN VERO BEACH, GO WEST ON STATE ROAD 60 FOR 15.45 MI (24.86
 AE6152'KM) TO THE JUNCTION OF COUNTY ROAD 512 ON THE RIGHT, CONTINUE WEST ON
 AE6152'STATE ROAD 60 FOR 2.15 MI (3.46 KM) TO A DIRT ROAD ON THE LEFT (THE
 AE6152'ENTRANCE TO LEVEE 78 AND LEVEE 79), TURN LEFT ON THE DIRT ROAD AND GO
 AE6152'SOUTH ON THE LEVEES (PASSING THROUGH A LOCKED GATE) FOR ABOUT 250.0 FT
 AE6152'(76.2 M) TO LEVEE 78 ON THE RIGHT, TURN RIGHT ON LEVEE 78 AND GO WEST
 AE6152'FOR 0.9 MI (1.4 KM) TO THE MARK ON THE LEFT, A SJRWMD DISC SET IN THE
 AE6152'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED 42.2
 AE6152'FT (12.9 M) SOUTH OF THE CENTER TOP LEVEE, 1.4 FT (0.4 M) SOUTHEAST OF
 AE6152'A 2-INCH WOODEN POST, 1.4 FT (0.4 M) NORTH OF A 2-INCH WOODEN POST
 AE6152'WITH A STJRWMD SIGN ATTACHED AND 1.3 FT (0.4 M) SOUTHWEST OF A 2-INCH
 AE6152'WOODEN POST. NOTE FOR KEY CONTACT TOMMY WALTERS, ST.  JOHNS WATER
 AE6152'MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277.
 AE6152
 AE6152                          STATION RECOVERY (2007)
 AE6152
 AE6152'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AE6152'THE MARK WAS SEARCHED FOR BUT NOT FOUND.
 AE6152
 AE6152                          STATION RECOVERY (2011)
 AE6152
 AE6152'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AE6152'MARK NOT FOUND.
 AE6152
 AE6152                          STATION RECOVERY (2022)
 AE6152
 AE6152'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AE6152'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6153 ***********************************************************************
 AE6153  DESIGNATION -  1033 20
 AE6153  PID         -  AE6153
 AE6153  STATE/COUNTY-  FL/INDIAN RIVER
 AE6153  COUNTRY     -  US
 AE6153  USGS QUAD   -  NORTH OF GUM SLOUGH (2018)
 AE6153
 AE6153                         *CURRENT SURVEY CONTROL
 AE6153  ______________________________________________________________________
 AE6153* NAD 83(1986) POSITION- 27 38 26.     (N) 080 42 14.     (W)   SCALED
 AE6153* NAVD 88 ORTHO HEIGHT -     8.277 (meters)       27.16  (feet) ADJUSTED
 AE6153  ______________________________________________________________________
 AE6153  GEOID HEIGHT    -        -27.229 (meters)                     GEOID18
 AE6153  DYNAMIC HEIGHT  -          8.265 (meters)       27.12  (feet) COMP
 AE6153  MODELED GRAVITY -    979,146.1   (mgal)                       NAVD 88
 AE6153
 AE6153  VERT ORDER      -  FIRST     CLASS II
 AE6153
 AE6153.The horizontal coordinates were scaled from a map and have
 AE6153.an estimated accuracy of +/- 6 seconds.
 AE6153
 AE6153.The orthometric height was determined by differential leveling and
 AE6153.adjusted by the NATIONAL GEODETIC SURVEY
 AE6153.in February 1998.
 AE6153
 AE6153.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6153.GEOID18 height accuracy estimate available here.
 AE6153
 AE6153.Click photographs - Photos may exist for this station.
 AE6153
 AE6153.The dynamic height is computed by dividing the NAVD 88
 AE6153.geopotential number by the normal gravity value computed on the
 AE6153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6153.degrees latitude (g = 980.6199 gals.).
 AE6153
 AE6153.The modeled gravity was interpolated from observed gravity values.
 AE6153
 AE6153;                    North         East    Units  Estimated Accuracy
 AE6153;SPC FL E     -   366,410.      229,220.      MT  (+/- 180 meters Scaled)
 AE6153
 AE6153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL292574(NAD 83)
 AE6153
 AE6153                          SUPERSEDED SURVEY CONTROL
 AE6153
 AE6153.No superseded survey control is available for this station.
 AE6153
 AE6153_MARKER: DD = SURVEY DISK
 AE6153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6153_STAMPING: 1033-20
 AE6153_MARK LOGO: SJRWMD
 AE6153_PROJECTION: RECESSED 10 CENTIMETERS
 AE6153_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AE6153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6153+STABILITY: SURFACE MOTION
 AE6153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6153+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2007
 AE6153
 AE6153  HISTORY     - Date     Condition        Report By
 AE6153  HISTORY     - 1991     MONUMENTED       SJRWMD
 AE6153  HISTORY     - 19941101 GOOD             FLDEP
 AE6153  HISTORY     - 20070303 GOOD             FLDEP
 AE6153  HISTORY     - 20221202 MARK NOT FOUND   GEOCAC
 AE6153
 AE6153                          STATION DESCRIPTION
 AE6153
 AE6153'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AE6153'THE MARK IS ABOUT 19.0 MI (30.6 KM) WEST OF VERO BEACH, 13.9 MI (22.4
 AE6153'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6153'60 AT YEEHAW JUNCTION IN SECTION 2, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6153'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD
 AE6153'60 IN VERO BEACH, GO WEST ON STATE ROAD 60 FOR 15.45 MI (24.86 KM) TO
 AE6153'THE JUNCTION OF COUNTY ROAD 512 ON THE RIGHT, CONTINUE WEST ON STATE
 AE6153'ROAD 60 FOR 2.15 MI (3.46 KM) TO A DIRT ROAD ON THE LEFT (THE ENTRANCE
 AE6153'TO LEVEE 78 AND LEVEE 79), TURN LEFT ON THE DIRT ROAD AND GO SOUTH ON
 AE6153'THE LEVEES (PASSING THROUGH A LOCKED GATE) FOR ABOUT 250.0 FT (76.2 M)
 AE6153'TO LEVEE 78 ON THE RIGHT, TURN RIGHT AND GO WEST ON LEVEE 78 FOR 1.55
 AE6153'MI (2.49 KM) TO THE MARK ON THE LEFT A SJRWMD DISC SET IN THE TOP OF A
 AE6153'ROUND CONCRETE MONUMENT FLUSH WITH GROUND. LOCATED 44.7 FT (13.6 M)
 AE6153'SOUTH OF THE CENTER TOP LEVEE, 1.4 FT (0.4 M) WEST OF A 2-INCH WOODEN
 AE6153'POST, 1.3 FT (0.4 M) NORTH OF A 2-INCH WOODEN POST AND 1.2 FT (0.4 M)
 AE6153'EAST OF A 2-INCH WOODEN POST. NOTE FOR KEY CONTACT TOMMY WALTERS, ST.
 AE6153'JOHN WATER MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904)
 AE6153'329-4277.
 AE6153
 AE6153                          STATION RECOVERY (2007)
 AE6153
 AE6153'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AE6153'THE MARK IS ABOUT 19.2 MI WEST OF VERO BEACH, 13.7 MI SOUTHEAST OF
 AE6153'YEEHAW JUNCTION, IN  SECTION 2, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6153'
 AE6153'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6153'HIGHWAY 60 IN  YEEHAW JUNCTION, GO EAST ON STATE HIGHWAY 60 FOR 0.6 MI
 AE6153'TO THE WEST END OF THE BRIDGE  SPANNING THE FLORIDA TURNPIKE, CONTINUE
 AE6153'EAST ON STATE HIGHWAY 60 FOR 14.55 MI TO THE  JUNCTION OF A LEVEE ROAD
 AE6153'(THE ENTRANCE TO LEVEES 78 AND 79) ON THE RIGHT, TURN RIGHT ON  THE
 AE6153'LEVEE ROAD AND GO SOUTH FOR APPROXIMATELY 75.0 FT TO A METAL GATE
 AE6153'(PASSING THROUGH  THE GATE), TURN RIGHT ON THE LEVEE ROAD (LEVEE 78)
 AE6153'AND GO WEST PARALLELING A HOGWIRE  FENCE FOR 1.5 MI TO THE MARK ON THE
 AE6153'LEFT, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT  RECESSED 0.4 FT
 AE6153'BELOW THE AND THE LEVEE ROAD.
 AE6153'
 AE6153'LOCATED ABOUT 320.0 FT SOUTHEAST OF AN FLDEP SURVEY DISK STAMPED Y 683
 AE6153'2007, ABOUT 312.0  FT EAST OF STRUCTURE S 252C, 119.0 FT SOUTH OF THE
 AE6153'CENTERLINE OF STATE HIGHWAY 60  EASTBOUND LANES, 56.5 FT SOUTH OF A
 AE6153'HOGWIRE FENCE WITH 2 STRANDS OF BARBWIRE ON THE  TOP, 46.0 FT SOUTH OF
 AE6153'THE APPROXIMATE CENTERLINE OF THE BERM ROAD, 17.0 FT NORTH OF THE
 AE6153'NORTH EDGE OF THE CANAL, 1.5 FT NORTH OF A WOODEN POST, 1.4 FT WEST OF
 AE6153'A WOODEN POST  WITH A SFLWMD SIGN ATTACHED AND 1.1 FT EAST OF A WOODEN
 AE6153'POST WITH A SFLWMD SIGN  ATTACHED.
 AE6153'
 AE6153'NOTE A MAGNET WAS EMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AE6153'MONUMENT.
 AE6153
 AE6153                          STATION RECOVERY (2022)
 AE6153
 AE6153'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AE6153'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6154 ***********************************************************************
 AE6154  DESIGNATION -  1034 20
 AE6154  PID         -  AE6154
 AE6154  STATE/COUNTY-  FL/INDIAN RIVER
 AE6154  COUNTRY     -  US
 AE6154  USGS QUAD   -  NORTH OF GUM SLOUGH (2018)
 AE6154
 AE6154                         *CURRENT SURVEY CONTROL
 AE6154  ______________________________________________________________________
 AE6154* NAD 83(1986) POSITION- 27 38 26.     (N) 080 42 59.     (W)   SCALED
 AE6154* NAVD 88 ORTHO HEIGHT -     8.169 (meters)       26.80  (feet) ADJUSTED
 AE6154  ______________________________________________________________________
 AE6154  GEOID HEIGHT    -        -27.203 (meters)                     GEOID18
 AE6154  DYNAMIC HEIGHT  -          8.157 (meters)       26.76  (feet) COMP
 AE6154  MODELED GRAVITY -    979,146.3   (mgal)                       NAVD 88
 AE6154
 AE6154  VERT ORDER      -  FIRST     CLASS II
 AE6154
 AE6154.The horizontal coordinates were scaled from a map and have
 AE6154.an estimated accuracy of +/- 6 seconds.
 AE6154
 AE6154.The orthometric height was determined by differential leveling and
 AE6154.adjusted by the NATIONAL GEODETIC SURVEY
 AE6154.in February 1998.
 AE6154
 AE6154.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6154.GEOID18 height accuracy estimate available here.
 AE6154
 AE6154.Click photographs - Photos may exist for this station.
 AE6154
 AE6154.The dynamic height is computed by dividing the NAVD 88
 AE6154.geopotential number by the normal gravity value computed on the
 AE6154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6154.degrees latitude (g = 980.6199 gals.).
 AE6154
 AE6154.The modeled gravity was interpolated from observed gravity values.
 AE6154
 AE6154;                    North         East    Units  Estimated Accuracy
 AE6154;SPC FL E     -   366,410.      227,990.      MT  (+/- 180 meters Scaled)
 AE6154
 AE6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL279574(NAD 83)
 AE6154
 AE6154                          SUPERSEDED SURVEY CONTROL
 AE6154
 AE6154.No superseded survey control is available for this station.
 AE6154
 AE6154_MARKER: DD = SURVEY DISK
 AE6154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6154_STAMPING: 1034-20
 AE6154_MARK LOGO: SJRWMD
 AE6154_PROJECTION: RECESSED 10 CENTIMETERS
 AE6154_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6154+STABILITY: SURFACE MOTION
 AE6154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6154+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2007
 AE6154
 AE6154  HISTORY     - Date     Condition        Report By
 AE6154  HISTORY     - 1991     MONUMENTED       SJRWMD
 AE6154  HISTORY     - 19941101 GOOD             FLDEP
 AE6154  HISTORY     - 20070303 GOOD             FLDEP
 AE6154  HISTORY     - 20221202 MARK NOT FOUND   GEOCAC
 AE6154
 AE6154                          STATION DESCRIPTION
 AE6154
 AE6154'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AE6154'THE MARK IS ABOUT 20.0 MI (32.2 KM) WEST OF VERO BEACH, 13.15 MI
 AE6154'(21.16 KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6154'ROAD 60 AT YEEHAW JUNCTION IN SECTION 3, TOWNSHIP 33 SOUTH, RANGE 36
 AE6154'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 AE6154'ROAD 60 IN VERO BEACH, GO WEST ON STATE ROAD 60 FOR 15.45 MI (24.86
 AE6154'KM) TO THE JUNCTION OF COUNTY ROAD 512 ON THE RIGHT, CONTINUE WEST ON
 AE6154'STATE ROAD 60 FOR 2.15 MI (3.46 KM) TO A DIRT ROAD ON THE LEFT (THE
 AE6154'ENTRANCE TO LEVEE 78 AND LEVEE 79), TURN LEFT ON THE DIRT ROAD AND GO
 AE6154'SOUTH ON THE LEVEES (PASSING THROUGH A LOCKED GATE) FOR ABOUT 250.0 FT
 AE6154'(76.2 M) TO LEVEE 78 ON THE RIGHT, TURN RIGHT AND GO WEST ON LEVEE 78
 AE6154'FOR 2.3 MI (3.7 KM) TO THE MARK ON THE LEFT A SJRWMD DISC SET IN THE
 AE6154'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED 46.7
 AE6154'FT (14.2 M) SOUTH OF THE CENTER TOP LEVEE, 1.4 FT (0.4 M) SOUTHWEST OF
 AE6154'A 2-INCH WOODEN POST, 1.4 FT (0.4 M) SOUTHEAST OF A 2-INCH WOODEN POST
 AE6154'AND 1.2 FT (0.4 M) NORTH OF A 2-INCH WOODEN POST. NOTE FOR KEY CONTACT
 AE6154'TOMMY WALTERS, ST.  JOHNS WATER MANAGEMENT DISTRICT, PALATKA, FL.
 AE6154'PHONE NUMBER (904) 329-4277.
 AE6154
 AE6154                          STATION RECOVERY (2007)
 AE6154
 AE6154'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AE6154'THE MARK IS ABOUT 20.0 MI WEST OF VERO BEACH, 12.8 MI SOUTHEAST OF
 AE6154'YEEHAW JUNCTION, IN  SECTION 3, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6154'
 AE6154'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6154'HIGHWAY 60 IN  YEEHAW JUNCTION, GO EAST ON STATE HIGHWAY 60 FOR 0.6 MI
 AE6154'TO THE WEST END OF THE BRIDGE  SPANNING THE FLORIDA TURNPIKE, CONTINUE
 AE6154'EAST ON STATE HIGHWAY 60 FOR 14.55 MI TO THE  JUNCTION OF A LEVEE ROAD
 AE6154'(THE ENTRANCE TO LEVEES 78 AND 79) ON THE RIGHT, TURN RIGHT ON  THE
 AE6154'LEVEE ROAD AND GO SOUTH FOR APPROXIMATELY 75.0 FT TO A METAL GATE
 AE6154'(PASSING THROUGH  THE GATE), TURN RIGHT ON THE LEVEE ROAD (LEVEE 78)
 AE6154'AND GO WEST PARALLELING A HOGWIRE  FENCE FOR 2.3 MI TO THE MARK ON THE
 AE6154'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT  RECESSED 0.4 FT
 AE6154'BELOW THE LEVEL OF THE GROUND AND 10.0 FT BELOW THE TOP OF THE LEVEE
 AE6154'ROAD.
 AE6154'
 AE6154'LOCATED 280.0 FT EAST OF STRUCTURE S 252B, 61.5 FT SOUTH OF A HOGWIRE
 AE6154'FENCE WITH 2  STRANDS OF BARBWIRE ON THE TOP, 44.7 FT SOUTH OF THE
 AE6154'APPROXIMATE CENTERLINE OF THE TOP  LEVEE ROAD, 1.4 FT SOUTHWEST OF A
 AE6154'2-INCH WOODEN POST, 1.4 FT SOUTHEAST OF A 2-INCH  WOODEN POST AND 1.2
 AE6154'FT NORTH OF A 2-INCH WOODEN POST.
 AE6154
 AE6154                          STATION RECOVERY (2022)
 AE6154
 AE6154'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AE6154'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6155 ***********************************************************************
 AE6155  DESIGNATION -  1035 20
 AE6155  PID         -  AE6155
 AE6155  STATE/COUNTY-  FL/INDIAN RIVER
 AE6155  COUNTRY     -  US
 AE6155  USGS QUAD   -  NORTH OF GUM SLOUGH (2018)
 AE6155
 AE6155                         *CURRENT SURVEY CONTROL
 AE6155  ______________________________________________________________________
 AE6155* NAD 83(1986) POSITION- 27 38 28.     (N) 080 43 31.     (W)   SCALED
 AE6155* NAVD 88 ORTHO HEIGHT -     8.203 (meters)       26.91  (feet) ADJUSTED
 AE6155  ______________________________________________________________________
 AE6155  GEOID HEIGHT    -        -27.184 (meters)                     GEOID18
 AE6155  DYNAMIC HEIGHT  -          8.191 (meters)       26.87  (feet) COMP
 AE6155  MODELED GRAVITY -    979,146.5   (mgal)                       NAVD 88
 AE6155
 AE6155  VERT ORDER      -  FIRST     CLASS II
 AE6155
 AE6155.The horizontal coordinates were scaled from a map and have
 AE6155.an estimated accuracy of +/- 6 seconds.
 AE6155
 AE6155.The orthometric height was determined by differential leveling and
 AE6155.adjusted by the NATIONAL GEODETIC SURVEY
 AE6155.in February 1998.
 AE6155
 AE6155.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6155.GEOID18 height accuracy estimate available here.
 AE6155
 AE6155.Click photographs - Photos may exist for this station.
 AE6155
 AE6155.The dynamic height is computed by dividing the NAVD 88
 AE6155.geopotential number by the normal gravity value computed on the
 AE6155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6155.degrees latitude (g = 980.6199 gals.).
 AE6155
 AE6155.The modeled gravity was interpolated from observed gravity values.
 AE6155
 AE6155;                    North         East    Units  Estimated Accuracy
 AE6155;SPC FL E     -   366,470.      227,110.      MT  (+/- 180 meters Scaled)
 AE6155
 AE6155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL271574(NAD 83)
 AE6155
 AE6155                          SUPERSEDED SURVEY CONTROL
 AE6155
 AE6155.No superseded survey control is available for this station.
 AE6155
 AE6155_MARKER: DD = SURVEY DISK
 AE6155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6155_STAMPING: 1035-20
 AE6155_MARK LOGO: SJRWMD
 AE6155_PROJECTION: RECESSED 10 CENTIMETERS
 AE6155_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AE6155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6155+STABILITY: SURFACE MOTION
 AE6155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6155+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2007
 AE6155
 AE6155  HISTORY     - Date     Condition        Report By
 AE6155  HISTORY     - 1991     MONUMENTED       SJRWMD
 AE6155  HISTORY     - 19941101 GOOD             FLDEP
 AE6155  HISTORY     - 20070303 GOOD             FLDEP
 AE6155  HISTORY     - 20221202 MARK NOT FOUND   GEOCAC
 AE6155
 AE6155                          STATION DESCRIPTION
 AE6155
 AE6155'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AE6155'THE MARK IS ABOUT 21.0 MI (33.8 KM) WEST OF VERO BEACH, 12.6 MI (20.3
 AE6155'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6155'60 AT YEEHAW JUNCTION IN SECTION 3, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6155'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD
 AE6155'60 IN VERO BEACH, GO WEST ON STATE ROAD 60 FOR 15.45 MI (24.86 KM) TO
 AE6155'THE JUNCTION OF COUNTY ROAD 512 ON THE RIGHT, CONTINUE WEST ON STATE
 AE6155'ROAD 60 FOR 2.15 MI (3.46 KM) TO A DIRT ROAD ON THE LEFT (THE ENTRANCE
 AE6155'TO LEVEE 78 AND LEVEE 79), TURN LEFT ON THE DIRT ROAD AND GO SOUTH ON
 AE6155'THE LEVEES (PASSING THROUGH A LOCKED GATE) FOR ABOUT 250.0 FT (76.2 M)
 AE6155'TO LEVEE 78 ON THE RIGHT, TURN RIGHT AND GO WEST ON LEVEE 78 FOR 2.8
 AE6155'MI (4.5 KM) TO THE MARK ON THE LEFT A SJRWMD DISC SET IN THE TOP OF A
 AE6155'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED 213.0 FT (64.9
 AE6155'M) EAST OF STRUCTURE S 252A, 43.5 FT (13.3 M) SOUTH OF THE CENTER OF
 AE6155'THE TOP OF THE LEVEE, 1.3 FT (0.4 M) SOUTHWEST OF A 2-INCH WOODEN
 AE6155'POST, 1.3 FT (0.4 M) SOUTHEAST OF A 2-INCH WOODEN POST AND 0.7 FT
 AE6155'(21.3 CM) NORTH OF A 2-INCH WOODEN POST. NOTE FOR KEY CONTACT TOMMY
 AE6155'WALTERS, ST.  JOHNS WATER MANAGEMENT DISTRICT, PALATKA, FL.  PHONE
 AE6155'NUMBER (904) 329-4277.
 AE6155
 AE6155                          STATION RECOVERY (2007)
 AE6155
 AE6155'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AE6155'THE MARK IS ABOUT 20.6 MI WEST OF VERO BEACH, 12.3 MI SOUTHEAST OF
 AE6155'YEEHAW JUNCTION, IN  SECTION 3, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6155'
 AE6155'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6155'HIGHWAY 60 IN  YEEHAW JUNCTION, GO EAST ON STATE HIGHWAY 60 FOR 0.6 MI
 AE6155'TO THE WEST END OF THE BRIDGE  SPANNING THE FLORIDA TURNPIKE, CONTINUE
 AE6155'EAST ON STATE HIGHWAY 60 FOR 14.55 MI TO THE  JUNCTION OF A LEVEE ROAD
 AE6155'(THE ENTRANCE TO LEVEES 78 AND 79) ON THE RIGHT, TURN RIGHT ON  THE
 AE6155'LEVEE ROAD AND GO SOUTH FOR APPROXIMATELY 75.0 FT TO A METAL GATE
 AE6155'(PASSING THROUGH  THE GATE), TURN RIGHT ON THE LEVEE ROAD (LEVEE 78)
 AE6155'AND GO WEST PARALLELING A HOGWIRE  FENCE FOR 2.85 MI TO THE MARK ON
 AE6155'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT  RECESSED 0.4 FT
 AE6155'BELOW THE AND THE LEVEE ROAD.
 AE6155'
 AE6155'LOCATED 213.0 FT EAST OF STRUCTURE S 252A, 114.0 FT SOUTH OF THE
 AE6155'CENTERLINE OF STATE  HIGHWAY 60 EASTBOUND LANES, 52.0 FT SOUTH OF A
 AE6155'HOGWIRE FENCE, 43.5 FT SOUTH OF THE  APPROXIMATE CENTERLINE OF THE
 AE6155'LEVEE ROAD AND 0.7 FT NORTH OF A 2-INCH WOODEN POST.
 AE6155'
 AE6155'NOTE MARK EQUIPPED WITH MAGNETIC MATERIAL.
 AE6155
 AE6155                          STATION RECOVERY (2022)
 AE6155
 AE6155'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AE6155'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9537 ***********************************************************************
 AG9537  DESIGNATION -  1037
 AG9537  PID         -  AG9537
 AG9537  STATE/COUNTY-  FL/SARASOTA
 AG9537  COUNTRY     -  US
 AG9537  USGS QUAD   -  MURDOCK NW (2018)
 AG9537
 AG9537                         *CURRENT SURVEY CONTROL
 AG9537  ______________________________________________________________________
 AG9537* NAD 83(2011) POSITION- 27 11 44.37086(N) 082 12 15.72939(W)   ADJUSTED
 AG9537* NAD 83(2011) ELLIP HT-   -14.859 (meters)        (06/27/12)   ADJUSTED
 AG9537* NAD 83(2011) EPOCH   -  2010.00
 AG9537* NAVD 88 ORTHO HEIGHT -     9.4   (meters)       31.    (feet) GPS OBS
 AG9537  ______________________________________________________________________
 AG9537  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9537  GEOID HEIGHT    -        -25.090 (meters)                     GEOID93
 AG9537  GEOID HEIGHT    -        -24.319 (meters)                     GEOID18
 AG9537  NAD 83(2011) X  -    770,028.068 (meters)                     COMP
 AG9537  NAD 83(2011) Y  - -5,624,531.879 (meters)                     COMP
 AG9537  NAD 83(2011) Z  -  2,897,508.928 (meters)                     COMP
 AG9537  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 AG9537
 AG9537  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9537  Standards:
 AG9537         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9537            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9537  -------------------------------------------------------------------
 AG9537  NETWORK    3.13   6.47           1.23   1.33   3.30      0.03820744
 AG9537  -------------------------------------------------------------------
 AG9537  Click here for local accuracies and other accuracy information.
 AG9537
 AG9537.The horizontal coordinates were established by GPS observations
 AG9537.and adjusted by the National Geodetic Survey in June 2012.
 AG9537
 AG9537.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9537.been affixed to the stable North American tectonic plate. See 
 AG9537.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9537
 AG9537.The horizontal coordinates are valid at the epoch date displayed above
 AG9537.which is a decimal equivalence of Year/Month/Day.
 AG9537
 AG9537.The orthometric height was determined by GPS observations and a
 AG9537.high-resolution geoid model.
 AG9537
 AG9537.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9537.GEOID18 height accuracy estimate available here.
 AG9537
 AG9537.Click photographs - Photos may exist for this station.
 AG9537
 AG9537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9537
 AG9537.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9537
 AG9537.The ellipsoidal height was determined by GPS observations
 AG9537.and is referenced to NAD 83.
 AG9537
 AG9537. The following values were computed from the NAD 83(2011) position.
 AG9537
 AG9537;                    North         East     Units Scale Factor Converg.
 AG9537;SPC FL W     -   317,099.241   179,751.741   MT  0.99994624   -0 05 36.3
 AG9537;SPC FL W     - 1,040,349.76    589,735.50   sFT  0.99994624   -0 05 36.3
 AG9537;UTM  17      - 3,008,679.585   380,710.625   MT  0.99977566   -0 33 01.8
 AG9537
 AG9537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9537!SPC FL W     -   1.00000233  x   0.99994624  =   0.99994857
 AG9537!UTM  17      -   1.00000233  x   0.99977566  =   0.99977799
 AG9537
 AG9537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8071008679(NAD 83)
 AG9537
 AG9537                          SUPERSEDED SURVEY CONTROL
 AG9537
 AG9537  NAD 83(2007)-  27 11 44.37106(N)    082 12 15.72985(W) AD(2002.00) 0
 AG9537  ELLIP H (02/10/07)  -14.864  (m)                       GP(2002.00)    
 AG9537  NAD 83(1999)-  27 11 44.37104(N)    082 12 15.73024(W) AD(       ) 1
 AG9537  ELLIP H (06/19/01)  -14.829  (m)                       GP(       ) 4 1
 AG9537  NAD 83(1990)-  27 11 44.36971(N)    082 12 15.73046(W) AD(       ) 1
 AG9537  ELLIP H (05/09/94)  -14.614  (m)                       GP(       ) 4 2
 AG9537
 AG9537.Superseded values are not recommended for survey control.
 AG9537
 AG9537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9537.See file dsdata.pdf to determine how the superseded data were derived.
 AG9537
 AG9537_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9537_STAMPING: 1037
 AG9537_MARK LOGO: FL-115
 AG9537_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9537+STABILITY: SURFACE MOTION
 AG9537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9537+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1992
 AG9537
 AG9537  HISTORY     - Date     Condition        Report By
 AG9537  HISTORY     - UNK      MONUMENTED
 AG9537  HISTORY     - 19920928 GOOD             FL-115
 AG9537  HISTORY     - 20030923 MARK NOT FOUND   FL-115
 AG9537
 AG9537                          STATION DESCRIPTION
 AG9537
 AG9537'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9537'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AG9537'ROAD 72 (CLARK ROAD) IN SARASOTA COUNTY, GO EAST ON STATE ROAD 72
 AG9537'(CLARK ROAD), 16.25 MI (26.15 KM) TO THE STATION ON THE LEFT.
 AG9537'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED
 AG9537'---1037--- SET IN A 12-INCH ROUND POURED IN PLACE CONCRETE MONUMENT
 AG9537'THAT IS 12-INCHES BELOW THE GROUND. IT IS 9 FT (2.74 M) NORTHERLY OF
 AG9537'THE EDGE OF ASPHALT PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD)
 AG9537'AND 7.5 FT (2.29 M) SOUTHERLY OF A SURVEY MARKER WITNESS POST.
 AG9537'REFERENCES--
 AG9537'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9537'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9537'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 15.22 FT
 AG9537'(4.64 M) SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 1037, 22.15 FT
 AG9537'(6.75 M) WESTERLY OF SARCO REFERENCE NO. 2, AND 21.35 FT (6.51 M)
 AG9537'NORTHWESTERLY OF SARCO REFERENCE NO. 3.
 AG9537'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA (SARCO) REFERENCE TAG
 AG9537'AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT PAVEMENT ROAD BED
 AG9537'FOR STATE ROAD 72 (CLARK ROAD). IT IS 13.82 FT (4.21 M) SOUTHEASTERLY
 AG9537'OF SARCO G.P.S. STATION SAR 1037, 22.15 FT (6.75 M) EASTERLY OF SARCO
 AG9537'REFERENCE NO. 1, AND 20.86 FT (6.36 M) NORTHEASTERLY OF SARCO
 AG9537'REFERENCE NO. 3.
 AG9537'REFERENCE MARK NUMBER 3 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9537'REFERENCE TAG AND P.K. NAIL SET IN THE SOUTHERLY EDGE OF ASPHALT
 AG9537'PAVEMENT ROAD BED FOR STATE ROAD 72 (CLARK ROAD). IT IS 27.33 FT
 AG9537'(8.33 M) SOUTHERLY OF SARCO G.P.S. STATION SAR 1037, 21.35 FT
 AG9537'(6.51 M) SOUTHEASTERLY OF SARCO REFERENCE NO. 1, AND 20.86 FT
 AG9537'(6.36 M) SOUTHWESTERLY OF SARCO REFERENCE NO. 2.
 AG9537
 AG9537                          STATION RECOVERY (2003)
 AG9537
 AG9537'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003
 AG9537'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0048 ***********************************************************************
 AL0048  TIDAL BM    -  This is a Tidal Bench Mark.
 AL0048  DESIGNATION -  104
 AL0048  PID         -  AL0048
 AL0048  STATE/COUNTY-  FL/PINELLAS
 AL0048  COUNTRY     -  US
 AL0048  USGS QUAD   -  TARPON SPRINGS (2018)
 AL0048
 AL0048                         *CURRENT SURVEY CONTROL
 AL0048  ______________________________________________________________________
 AL0048* NAD 83(1986) POSITION- 28 09 37.     (N) 082 45 23.     (W)   SCALED
 AL0048* NAVD 88 ORTHO HEIGHT -     1.057 (meters)        3.47  (feet) ADJUSTED
 AL0048  ______________________________________________________________________
 AL0048  GEOID HEIGHT    -        -25.137 (meters)                     GEOID18
 AL0048  DYNAMIC HEIGHT  -          1.055 (meters)        3.46  (feet) COMP
 AL0048  MODELED GRAVITY -    979,195.8   (mgal)                       NAVD 88
 AL0048
 AL0048  VERT ORDER      -  SECOND    CLASS I
 AL0048
 AL0048.The horizontal coordinates were scaled from a map and have
 AL0048.an estimated accuracy of +/- 6 seconds.
 AL0048
 AL0048.The orthometric height was determined by differential leveling and
 AL0048.adjusted by the NATIONAL GEODETIC SURVEY
 AL0048.in June 1991.
 AL0048
 AL0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0048.GEOID18 height accuracy estimate available here.
 AL0048
 AL0048.This Tidal Bench Mark is designated as VM 17172
 AL0048.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AL0048
 AL0048.This Tidal Bench Mark is designated as VM 17200
 AL0048.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AL0048
 AL0048.Click photographs - Photos may exist for this station.
 AL0048
 AL0048.The dynamic height is computed by dividing the NAVD 88
 AL0048.geopotential number by the normal gravity value computed on the
 AL0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0048.degrees latitude (g = 980.6199 gals.).
 AL0048
 AL0048.The modeled gravity was interpolated from observed gravity values.
 AL0048
 AL0048;                    North         East    Units  Estimated Accuracy
 AL0048;SPC FL W     -   424,200.      125,710.      MT  (+/- 180 meters Scaled)
 AL0048
 AL0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM275162(NAD 83)
 AL0048
 AL0048                          SUPERSEDED SURVEY CONTROL
 AL0048
 AL0048  NGVD 29 (??/??/92)    1.314  (m)            4.31   (f) ADJ UNCH    2 1
 AL0048
 AL0048.Superseded values are not recommended for survey control.
 AL0048
 AL0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0048.See file dsdata.pdf to determine how the superseded data were derived.
 AL0048
 AL0048_MARKER: DD = SURVEY DISK
 AL0048_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0048_SP_SET: CULVERT HEADWALL
 AL0048_STAMPING: 104 SRD
 AL0048_MARK LOGO: FLSRD
 AL0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0048+STABILITY: SURFACE MOTION
 AL0048
 AL0048  HISTORY     - Date     Condition        Report By
 AL0048  HISTORY     - 1975     MONUMENTED       FLHD
 AL0048  HISTORY     - 1975     GOOD             FLDT
 AL0048  HISTORY     - 1983     GOOD             FLDNR
 AL0048  HISTORY     - 1990     GOOD             USPSQD
 AL0048
 AL0048                          STATION DESCRIPTION
 AL0048
 AL0048'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0048'1 MI N FROM TARPON SPRINGS.
 AL0048'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND U.S.
 AL0048'ALT. HIGHWAY 19, RUN SOUTHEASTERLY ON U.S. ALT. HIGHWAY 19 FOR
 AL0048'1.9 MILE.  STATION ON LEFT, 24 FT. EAST OF U.S. ALT. HIGHWAY 19,
 AL0048'200 FT. NORTH OF ANCLOTE ROAD (C.R. 47).  SET IN TOP OF HEADWALL.
 AL0048'SECTION 1, T27S, R15E
 AL0048
 AL0048                          STATION RECOVERY (1983)
 AL0048
 AL0048'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL0048'RECOVERED IN GOOD CONDITION.
 AL0048
 AL0048                          STATION RECOVERY (1990)
 AL0048
 AL0048'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2409 ***********************************************************************
 BC2409  DESIGNATION -  104 CMP
 BC2409  PID         -  BC2409
 BC2409  STATE/COUNTY-  FL/NASSAU
 BC2409  COUNTRY     -  US
 BC2409  USGS QUAD   -  KINGS FERRY (2018)
 BC2409
 BC2409                         *CURRENT SURVEY CONTROL
 BC2409  ______________________________________________________________________
 BC2409* NAD 83(1986) POSITION- 30 45 07.     (N) 081 51 26.     (W)   SCALED
 BC2409* NAVD 88 ORTHO HEIGHT -     3.741 (meters)       12.27  (feet) ADJUSTED
 BC2409  ______________________________________________________________________
 BC2409  GEOID HEIGHT    -        -28.352 (meters)                     GEOID18
 BC2409  DYNAMIC HEIGHT  -          3.736 (meters)       12.26  (feet) COMP
 BC2409  MODELED GRAVITY -    979,389.4   (mgal)                       NAVD 88
 BC2409
 BC2409  VERT ORDER      -  SECOND    CLASS I
 BC2409
 BC2409.The horizontal coordinates were scaled from a map and have
 BC2409.an estimated accuracy of +/- 6 seconds.
 BC2409
 BC2409.The orthometric height was determined by differential leveling and
 BC2409.adjusted by the NATIONAL GEODETIC SURVEY
 BC2409.in June 1991.
 BC2409
 BC2409.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2409.GEOID18 height accuracy estimate available here.
 BC2409
 BC2409.Click photographs - Photos may exist for this station.
 BC2409
 BC2409.The dynamic height is computed by dividing the NAVD 88
 BC2409.geopotential number by the normal gravity value computed on the
 BC2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2409.degrees latitude (g = 980.6199 gals.).
 BC2409
 BC2409.The modeled gravity was interpolated from observed gravity values.
 BC2409
 BC2409;                    North         East    Units  Estimated Accuracy
 BC2409;SPC FL E     -   711,540.      117,920.      MT  (+/- 180 meters Scaled)
 BC2409
 BC2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ179024(NAD 83)
 BC2409
 BC2409                          SUPERSEDED SURVEY CONTROL
 BC2409
 BC2409.No superseded survey control is available for this station.
 BC2409
 BC2409_MARKER: DD = SURVEY DISK
 BC2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2409_STAMPING: 104 CMP 1970
 BC2409_MARK LOGO: USGS
 BC2409_PROJECTION: PROJECTING 8 CENTIMETERS
 BC2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2409+STABILITY: SURFACE MOTION
 BC2409
 BC2409  HISTORY     - Date     Condition        Report By
 BC2409  HISTORY     - 1970     MONUMENTED       USGS
 BC2409  HISTORY     - 1985     GOOD             FLDNR
 BC2409  HISTORY     - 20040203 MARK NOT FOUND   FLDEP
 BC2409
 BC2409                          STATION DESCRIPTION
 BC2409
 BC2409'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2409'6.1 MI NE FROM HILLIARD.
 BC2409'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1/301 AND COUNTY ROAD C
 BC2409'108, GO 0.6 MILE NORTHEAST ON C 108 TO THE Y-FORK OF ROAD S 115A, GO
 BC2409'5.5 MILES NORTHEASTERLY ON S 115A TO THE MARK.  THE MARK BEARS 63
 BC2409'FEET SOUTHEAST OF THE CENTERLINE OF S 115A, 84 FEET SOUTHWEST OF THE
 BC2409'CENTERLINE OF A DIRT ROAD, 2 FEET NORTH OF A POWER POLE, AND 1 FOOT
 BC2409'NORTHWEST OF A WITNESS POST.
 BC2409'THE MARK IS 2 FT BELOW HIGHWAY.
 BC2409
 BC2409                          STATION RECOVERY (2004)
 BC2409
 BC2409'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2409'THE MARK WAS SEARCHED FOR AND NOT RECOVERED.  BROKEN CONCRETE AND A
 BC2409'MANGLED STEEL  POST WERE FOUND IN THE VICINITY OF THE DESCRIBED
 BC2409'LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0049 ***********************************************************************
 AL0049  DESIGNATION -  105
 AL0049  PID         -  AL0049
 AL0049  STATE/COUNTY-  FL/PINELLAS
 AL0049  COUNTRY     -  US
 AL0049  USGS QUAD   -  TARPON SPRINGS (2018)
 AL0049
 AL0049                         *CURRENT SURVEY CONTROL
 AL0049  ______________________________________________________________________
 AL0049* NAD 83(1986) POSITION- 28 09 31.9    (N) 082 45 24.0    (W)   HD_HELD2
 AL0049* NAVD 88 ORTHO HEIGHT -     0.935 (meters)        3.07  (feet) ADJUSTED
 AL0049  ______________________________________________________________________
 AL0049  GEOID HEIGHT    -        -25.133 (meters)                     GEOID18
 AL0049  DYNAMIC HEIGHT  -          0.934 (meters)        3.06  (feet) COMP
 AL0049  MODELED GRAVITY -    979,195.7   (mgal)                       NAVD 88
 AL0049
 AL0049  VERT ORDER      -  FIRST     CLASS II
 AL0049
 AL0049.The horizontal coordinates were established by autonomous hand held GPS
 AL0049.observations and have an estimated accuracy of +/- 10 meters.
 AL0049
 AL0049.The orthometric height was determined by differential leveling and
 AL0049.adjusted by the NATIONAL GEODETIC SURVEY
 AL0049.in September 2007.
 AL0049
 AL0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0049.GEOID18 height accuracy estimate available here.
 AL0049
 AL0049.Click photographs - Photos may exist for this station.
 AL0049
 AL0049.The dynamic height is computed by dividing the NAVD 88
 AL0049.geopotential number by the normal gravity value computed on the
 AL0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0049.degrees latitude (g = 980.6199 gals.).
 AL0049
 AL0049.The modeled gravity was interpolated from observed gravity values.
 AL0049
 AL0049;                    North         East    Units  Estimated Accuracy
 AL0049;SPC FL W     -   424,045.      125,685.      MT  (+/- 10 meters HH2 GPS)
 AL0049
 AL0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2751816048(NAD 83)
 AL0049
 AL0049                          SUPERSEDED SURVEY CONTROL
 AL0049
 AL0049  NAVD 88 (06/15/91)    0.940  (m)            3.08   (f) SUPERSEDED  2 2
 AL0049  NGVD 29 (??/??/92)    1.198  (m)            3.93   (f) ADJ UNCH    2 2
 AL0049
 AL0049.Superseded values are not recommended for survey control.
 AL0049
 AL0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0049.See file dsdata.pdf to determine how the superseded data were derived.
 AL0049
 AL0049_MARKER: DD = SURVEY DISK
 AL0049_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0049_SP_SET: BULKHEAD
 AL0049_STAMPING: 105
 AL0049_MARK LOGO: FLSRD
 AL0049_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0049+STABILITY: SURFACE MOTION
 AL0049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL0049+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 AL0049
 AL0049  HISTORY     - Date     Condition        Report By
 AL0049  HISTORY     - 1975     MONUMENTED       FLDT
 AL0049  HISTORY     - 1990     GOOD             USPSQD
 AL0049  HISTORY     - 20050317 GOOD             FLDEP
 AL0049  HISTORY     - 20081114 GOOD             FLDEP
 AL0049
 AL0049                          STATION DESCRIPTION
 AL0049
 AL0049'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0049'1 MI N FROM TARPON SPRINGS.
 AL0049'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND U.S.
 AL0049'ALT. HIGHWAY 19, RUN SOUTHWESTERLY ON U.S. ALT. HIGHWAY 19
 AL0049'FOR 2.0 MILES.  STATION ON LEFT, 40 FT. EAST OF U.S. ALT.
 AL0049'HIGHWAY 19, 282 FT. NORTH OF NORTH END OF ANCLOTE RIVER BRIDGE.
 AL0049'SE IN TOP OF CONCRETE HEADWALL.  SECTION 12, T27S, R15E
 AL0049
 AL0049                          STATION RECOVERY (1990)
 AL0049
 AL0049'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0049'RECOVERED IN GOOD CONDITION.
 AL0049
 AL0049                          STATION RECOVERY (2005)
 AL0049
 AL0049'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AL0049'THE MARK IS 25.4 FT EAST-NORTHEAST OF THE NORTH END OF A METAL GUARD
 AL0049'RAIL.
 AL0049
 AL0049                          STATION RECOVERY (2008)
 AL0049
 AL0049'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AL0049'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9539 ***********************************************************************
 AG9539  DESIGNATION -  105
 AG9539  PID         -  AG9539
 AG9539  STATE/COUNTY-  FL/SARASOTA
 AG9539  COUNTRY     -  US
 AG9539  USGS QUAD   -  MYAKKA RIVER (2018)
 AG9539
 AG9539                         *CURRENT SURVEY CONTROL
 AG9539  ______________________________________________________________________
 AG9539* NAD 83(2011) POSITION- 27 02 47.75351(N) 082 15 20.32442(W)   ADJUSTED
 AG9539* NAD 83(2011) ELLIP HT-   -21.266 (meters)        (06/27/12)   ADJUSTED
 AG9539* NAD 83(2011) EPOCH   -  2010.00
 AG9539* NAVD 88 ORTHO HEIGHT -     2.7   (meters)        9.    (feet) GPS OBS
 AG9539  ______________________________________________________________________
 AG9539  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9539  GEOID HEIGHT    -        -24.740 (meters)                     GEOID93
 AG9539  GEOID HEIGHT    -        -23.960 (meters)                     GEOID18
 AG9539  NAD 83(2011) X  -    766,007.987 (meters)                     COMP
 AG9539  NAD 83(2011) Y  - -5,632,673.928 (meters)                     COMP
 AG9539  NAD 83(2011) Z  -  2,882,805.452 (meters)                     COMP
 AG9539  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 AG9539
 AG9539  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9539  Standards:
 AG9539         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9539            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9539  -------------------------------------------------------------------
 AG9539  NETWORK    1.78   4.02           0.68   0.77   2.05      0.02214165
 AG9539  -------------------------------------------------------------------
 AG9539  Click here for local accuracies and other accuracy information.
 AG9539
 AG9539.The horizontal coordinates were established by GPS observations
 AG9539.and adjusted by the National Geodetic Survey in June 2012.
 AG9539
 AG9539.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9539.been affixed to the stable North American tectonic plate. See 
 AG9539.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9539
 AG9539.The horizontal coordinates are valid at the epoch date displayed above
 AG9539.which is a decimal equivalence of Year/Month/Day.
 AG9539
 AG9539.The orthometric height was determined by GPS observations and a
 AG9539.high-resolution geoid model.
 AG9539
 AG9539.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9539.GEOID18 height accuracy estimate available here.
 AG9539
 AG9539.Click photographs - Photos may exist for this station.
 AG9539
 AG9539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9539
 AG9539.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9539
 AG9539.The ellipsoidal height was determined by GPS observations
 AG9539.and is referenced to NAD 83.
 AG9539
 AG9539. The following values were computed from the NAD 83(2011) position.
 AG9539
 AG9539;                    North         East     Units Scale Factor Converg.
 AG9539;SPC FL W     -   300,592.738   174,637.826   MT  0.99994911   -0 06 58.5
 AG9539;SPC FL W     -   986,194.67    572,957.60   sFT  0.99994911   -0 06 58.5
 AG9539;UTM  17      - 2,992,217.002   375,466.381   MT  0.99979145   -0 34 15.7
 AG9539
 AG9539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9539!SPC FL W     -   1.00000334  x   0.99994911  =   0.99995245
 AG9539!UTM  17      -   1.00000334  x   0.99979145  =   0.99979479
 AG9539
 AG9539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7546692217(NAD 83)
 AG9539
 AG9539                          SUPERSEDED SURVEY CONTROL
 AG9539
 AG9539  NAD 83(2007)-  27 02 47.75355(N)    082 15 20.32505(W) AD(2002.00) 0
 AG9539  ELLIP H (02/10/07)  -21.250  (m)                       GP(2002.00)    
 AG9539  NAD 83(1999)-  27 02 47.75353(N)    082 15 20.32569(W) AD(       ) 1
 AG9539  ELLIP H (06/19/01)  -21.254  (m)                       GP(       ) 4 1
 AG9539  NAD 83(1990)-  27 02 47.75200(N)    082 15 20.32509(W) AD(       ) 1
 AG9539  ELLIP H (05/09/94)  -21.229  (m)                       GP(       ) 4 2
 AG9539
 AG9539.Superseded values are not recommended for survey control.
 AG9539
 AG9539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9539.See file dsdata.pdf to determine how the superseded data were derived.
 AG9539
 AG9539_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9539_STAMPING: 105
 AG9539_MARK LOGO: FL-115
 AG9539_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9539+STABILITY: SURFACE MOTION
 AG9539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9539+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2005
 AG9539
 AG9539  HISTORY     - Date     Condition        Report By
 AG9539  HISTORY     - 1992     MONUMENTED       FL-115
 AG9539  HISTORY     - 20020104 GOOD             USPSQD
 AG9539  HISTORY     - 20040512 GOOD             DEWDAV
 AG9539  HISTORY     - 20050403 GOOD             INDIV
 AG9539
 AG9539                          STATION DESCRIPTION
 AG9539
 AG9539'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9539'TO REACH THE STATION FROM THE INTERSECTION OF RIVER ROAD AND U.S.
 AG9539'HIGHWAY 41 (TAMIAMI TRAIL) IN SARASOTA COUNTY, GO EAST ON U.S.
 AG9539'HIGHWAY 41 (TAMIAMI TRAIL), 2.75 MI (4.43 KM) TO THE STATION ON THE
 AG9539'LEFT.
 AG9539'THE STATION IS A SARASOTA COUNTY G.P.S. STATION DISK STAMPED ---105---
 AG9539'SET IN A 10-INCH ROUND POURED IN PLACE CONCRETE MONUMENT THAT IS
 AG9539'4-INCHES BELOW THE GROUND. IT IS 69.6 FT (21.21 M) WESTERLY OF THE
 AG9539'CENTERLINE OF GRANADA BOULEVARD, 50.5 FT (15.39 M) SOUTHERLY OF THE
 AG9539'CENTERLINE OF FRONTAGE ROAD, AND BEING NORTHERLY OF THE NORTH BOUND
 AG9539'LANES OF U.S. HIGHWAY 41 (TAMIAMI TRAIL).
 AG9539'REFERENCES--
 AG9539'REFERENCE MARK NUMBER 1 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9539'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9539'PAVEMENT ROAD BED FOR NORTH BOUND U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT
 AG9539'IS 17.0 FT (5.18 M) SOUTHEASTERLY OF SARCO G.P.S. STATION SAR 105,
 AG9539'AND 19.47 FT (5.93 M) EASTERLY OF SARCO REFERENCE NO. 2.
 AG9539'REFERENCE MARK NUMBER 2 IS A STANDARD SARASOTA COUNTY (SARCO)
 AG9539'REFERENCE TAG AND P.K. NAIL SET IN THE NORTHERLY EDGE OF ASPHALT
 AG9539'PAVEMENT ROAD BED FOR NORTH BOUND U.S. HIGHWAY 41 (TAMIAMI TRAIL). IT
 AG9539'IS 16.98 FT (5.18 M) SOUTHWESTERLY OF SARCO G.P.S. STATION SAR 105,
 AG9539'AND 19.47 FT (5.93 M) WESTERLY OF SARCO REFERENCE NO. 1.
 AG9539
 AG9539                          STATION RECOVERY (2002)
 AG9539
 AG9539'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG9539'COULD NHOT FIND 105 RM1 AND 105 RM2
 AG9539
 AG9539                          STATION RECOVERY (2004)
 AG9539
 AG9539'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AG9539'RECOVERED IN GOOD CONDITION.
 AG9539
 AG9539                          STATION RECOVERY (2005)
 AG9539
 AG9539'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (DJO)
 AG9539'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2410 ***********************************************************************
 BC2410  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2410  DESIGNATION -  105 CMP
 BC2410  PID         -  BC2410
 BC2410  STATE/COUNTY-  FL/NASSAU
 BC2410  COUNTRY     -  US
 BC2410  USGS QUAD   -  KINGS FERRY (2018)
 BC2410
 BC2410                         *CURRENT SURVEY CONTROL
 BC2410  ______________________________________________________________________
 BC2410* NAD 83(1986) POSITION- 30 45 55.     (N) 081 50 55.     (W)   SCALED
 BC2410* NAVD 88 ORTHO HEIGHT -     5.798 (meters)       19.02  (feet) ADJUSTED
 BC2410  ______________________________________________________________________
 BC2410  GEOID HEIGHT    -        -28.360 (meters)                     GEOID18
 BC2410  DYNAMIC HEIGHT  -          5.791 (meters)       19.00  (feet) COMP
 BC2410  MODELED GRAVITY -    979,390.8   (mgal)                       NAVD 88
 BC2410
 BC2410  VERT ORDER      -  SECOND    CLASS I
 BC2410
 BC2410.The horizontal coordinates were scaled from a map and have
 BC2410.an estimated accuracy of +/- 6 seconds.
 BC2410
 BC2410.The orthometric height was determined by differential leveling and
 BC2410.adjusted by the NATIONAL GEODETIC SURVEY
 BC2410.in June 1991.
 BC2410
 BC2410.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2410.GEOID18 height accuracy estimate available here.
 BC2410
 BC2410.This Tidal Bench Mark is designated as VM 4958
 BC2410.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2410
 BC2410.Click photographs - Photos may exist for this station.
 BC2410
 BC2410.The dynamic height is computed by dividing the NAVD 88
 BC2410.geopotential number by the normal gravity value computed on the
 BC2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2410.degrees latitude (g = 980.6199 gals.).
 BC2410
 BC2410.The modeled gravity was interpolated from observed gravity values.
 BC2410
 BC2410;                    North         East    Units  Estimated Accuracy
 BC2410;SPC FL E     -   713,010.      118,760.      MT  (+/- 180 meters Scaled)
 BC2410
 BC2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ187038(NAD 83)
 BC2410
 BC2410                          SUPERSEDED SURVEY CONTROL
 BC2410
 BC2410.No superseded survey control is available for this station.
 BC2410
 BC2410_MARKER: DB = BENCH MARK DISK
 BC2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2410_STAMPING: 105 CMP 1970
 BC2410_MARK LOGO: CGS
 BC2410_PROJECTION: FLUSH
 BC2410_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2410+STABILITY: SURFACE MOTION
 BC2410_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2410+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2004
 BC2410
 BC2410  HISTORY     - Date     Condition        Report By
 BC2410  HISTORY     - 1970     MONUMENTED       USGS
 BC2410  HISTORY     - 1985     GOOD             FLDNR
 BC2410  HISTORY     - 20040319 GOOD             FLDEP
 BC2410
 BC2410                          STATION DESCRIPTION
 BC2410
 BC2410'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2410'7.2 MI NE FROM HILLIARD.
 BC2410'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1/301 AND COUNTY ROAD C
 BC2410'108, GO 0.6 MILE NORTHEAST ON C 108 TO THE Y-FORK OF ROAD S 115A, GO
 BC2410'6.6 MILES NORTHEASTERLY ON S 115A TO THE MARK.  THE MARK BEARS 62.4
 BC2410'FEET EAST-SOUTHEAST OF THE CENTERLINE OF S 115A, 13.6 FEET
 BC2410'SOUTH-SOUTHWEST OF A DIRT DRIVE LEADING EAST, AND 1 FOOT WEST OF A
 BC2410'FENCE CORNER.
 BC2410'THE MARK IS 1 FT ABOVE HIGHWAY.
 BC2410
 BC2410                          STATION RECOVERY (2004)
 BC2410
 BC2410'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2410'RECOVERED IN GOOD CONDITION WITH THESE CHANGES.
 BC2410'
 BC2410'THE MARK IS IN SECTION 18, TOWNSHIP 4 NORTH, RANGE 25 EAST.
 BC2410'
 BC2410'THE DIRT DRIVE LEADING EAST IS NAMED WHITTAKER ROAD AND THE MARK IS
 BC2410'0.5 FT (15 CM) WEST OF A CARSONITE WITNESS POST.
 BC2410'
 BC2410'NOTE A MAGNET IS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0050 ***********************************************************************
 AL0050  DESIGNATION -  106
 AL0050  PID         -  AL0050
 AL0050  STATE/COUNTY-  FL/PINELLAS
 AL0050  COUNTRY     -  US
 AL0050  USGS QUAD   -  DUNEDIN (2018)
 AL0050
 AL0050                         *CURRENT SURVEY CONTROL
 AL0050  ______________________________________________________________________
 AL0050* NAD 83(1986) POSITION- 28 03 37.     (N) 082 46 23.     (W)   SCALED
 AL0050* NAVD 88 ORTHO HEIGHT -     0.557 (meters)        1.83  (feet) ADJUSTED
 AL0050  ______________________________________________________________________
 AL0050  GEOID HEIGHT    -        -24.875 (meters)                     GEOID18
 AL0050  DYNAMIC HEIGHT  -          0.556 (meters)        1.82  (feet) COMP
 AL0050  MODELED GRAVITY -    979,188.5   (mgal)                       NAVD 88
 AL0050
 AL0050  VERT ORDER      -  SECOND    CLASS II
 AL0050
 AL0050.The horizontal coordinates were scaled from a map and have
 AL0050.an estimated accuracy of +/- 6 seconds.
 AL0050
 AL0050.The orthometric height was determined by differential leveling and
 AL0050.adjusted by the NATIONAL GEODETIC SURVEY
 AL0050.in June 1991.
 AL0050
 AL0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0050.GEOID18 height accuracy estimate available here.
 AL0050
 AL0050.Click photographs - Photos may exist for this station.
 AL0050
 AL0050.The dynamic height is computed by dividing the NAVD 88
 AL0050.geopotential number by the normal gravity value computed on the
 AL0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0050.degrees latitude (g = 980.6199 gals.).
 AL0050
 AL0050.The modeled gravity was interpolated from observed gravity values.
 AL0050
 AL0050;                    North         East    Units  Estimated Accuracy
 AL0050;SPC FL W     -   413,130.      124,010.      MT  (+/- 180 meters Scaled)
 AL0050
 AL0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM257051(NAD 83)
 AL0050
 AL0050                          SUPERSEDED SURVEY CONTROL
 AL0050
 AL0050  NGVD 29 (??/??/92)    0.816  (m)            2.68   (f) ADJ UNCH    2 2
 AL0050
 AL0050.Superseded values are not recommended for survey control.
 AL0050
 AL0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0050.See file dsdata.pdf to determine how the superseded data were derived.
 AL0050
 AL0050_MARKER: DD = SURVEY DISK
 AL0050_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AL0050+WITH SETTING: INTO GROUND
 AL0050_STAMPING: 106 SRD
 AL0050_MARK LOGO: FLSRD
 AL0050_MAGNETIC: I = MARKER IS A STEEL ROD
 AL0050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0050
 AL0050  HISTORY     - Date     Condition        Report By
 AL0050  HISTORY     - UNK      MONUMENTED       FLHD
 AL0050  HISTORY     - 1975     GOOD             FLDT
 AL0050  HISTORY     - 1990     GOOD             USPSQD
 AL0050  HISTORY     - 1991     GOOD             USPSQD
 AL0050
 AL0050                          STATION DESCRIPTION
 AL0050
 AL0050'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0050'0.2 MI N FROM DUNEDIN.
 AL0050'TO REACH STATON FROM THE INTERSECTION OF U.S. ALT. 19 AND S.R.
 AL0050'584, RUN SOUTHERLY ON U.S. ALT. 19 FOR 0.7 MILE.  STATION ON
 AL0050'LEFT, 37.5 FT. EAST OF CENTERLINE OF U.S. ALT. 19, 9 FEET NORTH
 AL0050'OF POWER POLE NUMBER 12A 5924R.  SET IN TOP OF CONCRETE PIPE
 AL0050'HEADWALL.  SECTION 11, T 28S, R 15E
 AL0050
 AL0050                          STATION RECOVERY (1990)
 AL0050
 AL0050'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0050'RECOVERED IN GOOD CONDITION.
 AL0050
 AL0050                          STATION RECOVERY (1991)
 AL0050
 AL0050'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG)
 AL0050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2411 ***********************************************************************
 BC2411  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2411  DESIGNATION -  106 CMP
 BC2411  PID         -  BC2411
 BC2411  STATE/COUNTY-  FL/NASSAU
 BC2411  COUNTRY     -  US
 BC2411  USGS QUAD   -  KINGS FERRY (2018)
 BC2411
 BC2411                         *CURRENT SURVEY CONTROL
 BC2411  ______________________________________________________________________
 BC2411* NAD 83(1986) POSITION- 30 46 40.     (N) 081 50 43.     (W)   SCALED
 BC2411* NAVD 88 ORTHO HEIGHT -     3.859 (meters)       12.66  (feet) ADJUSTED
 BC2411  ______________________________________________________________________
 BC2411  GEOID HEIGHT    -        -28.365 (meters)                     GEOID18
 BC2411  DYNAMIC HEIGHT  -          3.854 (meters)       12.64  (feet) COMP
 BC2411  MODELED GRAVITY -    979,392.1   (mgal)                       NAVD 88
 BC2411
 BC2411  VERT ORDER      -  SECOND    CLASS I
 BC2411
 BC2411.The horizontal coordinates were scaled from a map and have
 BC2411.an estimated accuracy of +/- 6 seconds.
 BC2411
 BC2411.The orthometric height was determined by differential leveling and
 BC2411.adjusted by the NATIONAL GEODETIC SURVEY
 BC2411.in May 2004.
 BC2411
 BC2411.No vertical observational check was made to the station.
 BC2411
 BC2411.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2411.GEOID18 height accuracy estimate available here.
 BC2411
 BC2411.This Tidal Bench Mark is designated as VM 4959
 BC2411.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2411
 BC2411.Click photographs - Photos may exist for this station.
 BC2411
 BC2411.The dynamic height is computed by dividing the NAVD 88
 BC2411.geopotential number by the normal gravity value computed on the
 BC2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2411.degrees latitude (g = 980.6199 gals.).
 BC2411
 BC2411.The modeled gravity was interpolated from observed gravity values.
 BC2411
 BC2411;                    North         East    Units  Estimated Accuracy
 BC2411;SPC FL E     -   714,390.      119,090.      MT  (+/- 180 meters Scaled)
 BC2411
 BC2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ191052(NAD 83)
 BC2411
 BC2411                          SUPERSEDED SURVEY CONTROL
 BC2411
 BC2411  NAVD 88 (06/15/91)    3.864  (m)           12.68   (f) SUPERSEDED  2 1
 BC2411
 BC2411.Superseded values are not recommended for survey control.
 BC2411
 BC2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2411.See file dsdata.pdf to determine how the superseded data were derived.
 BC2411
 BC2411_MARKER: DB = BENCH MARK DISK
 BC2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2411_STAMPING: 106 CMP 1970
 BC2411_MARK LOGO: CGS
 BC2411_PROJECTION: FLUSH
 BC2411_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2411+STABILITY: SURFACE MOTION
 BC2411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2411+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2004
 BC2411
 BC2411  HISTORY     - Date     Condition        Report By
 BC2411  HISTORY     - 1970     MONUMENTED       USGS
 BC2411  HISTORY     - 1985     GOOD             FLDNR
 BC2411  HISTORY     - 20010821 GOOD             FLDEP
 BC2411  HISTORY     - 20040203 GOOD             FLDEP
 BC2411
 BC2411                          STATION DESCRIPTION
 BC2411
 BC2411'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2411'8.1 MI NE FROM HILLIARD.
 BC2411'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1/301 AND COUNTY ROAD C
 BC2411'108, GO 0.6 MILE NORTHEAST ON C 108 TO THE Y-FORK OF ROAD S 115A, GO
 BC2411'7.5 MILES NORTHEASTERLY ON S 115A TO THE MARK.  THE MARK BEARS 56.4
 BC2411'FEET NORTHWEST OF THE CENTERLINE OF S 115A, 18 FEET SOUTHWEST OF A
 BC2411'DRAINAGE SLOUGH, AND 1.5 FEET NORTHWEST OF A WITNESS POST.
 BC2411
 BC2411                          STATION RECOVERY (2001)
 BC2411
 BC2411'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (PBM)
 BC2411'RECOVERED AS DESCRIBED.
 BC2411
 BC2411                          STATION RECOVERY (2004)
 BC2411
 BC2411'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2411'RECOVERED IN GOOD CONDITION WITH THESE CHANGES.
 BC2411'
 BC2411'THE MARK IS IN SECTION 44, TOWNSHIP 4 NORTH, RANGE 25 EAST.
 BC2411'
 BC2411'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1544 ***********************************************************************
 AD1544  DESIGNATION -  106 ERS
 AD1544  PID         -  AD1544
 AD1544  STATE/COUNTY-  FL/LEE
 AD1544  COUNTRY     -  US
 AD1544  USGS QUAD   -  FORT MYERS NW (2018)
 AD1544
 AD1544                         *CURRENT SURVEY CONTROL
 AD1544  ______________________________________________________________________
 AD1544* NAD 83(1986) POSITION- 26 39 59.     (N) 081 56 33.     (W)   SCALED
 AD1544* NAVD 88 ORTHO HEIGHT -     3.754 (meters)       12.32  (feet) ADJUSTED
 AD1544  ______________________________________________________________________
 AD1544  GEOID HEIGHT    -        -24.046 (meters)                     GEOID18
 AD1544  DYNAMIC HEIGHT  -          3.749 (meters)       12.30  (feet) COMP
 AD1544  MODELED GRAVITY -    979,081.9   (mgal)                       NAVD 88
 AD1544
 AD1544  VERT ORDER      -  FIRST     CLASS I
 AD1544
 AD1544.The horizontal coordinates were scaled from a map and have
 AD1544.an estimated accuracy of +/- 6 seconds.
 AD1544
 AD1544.The orthometric height was determined by differential leveling and
 AD1544.adjusted by the NATIONAL GEODETIC SURVEY
 AD1544.in June 1991.
 AD1544
 AD1544.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1544.GEOID18 height accuracy estimate available here.
 AD1544
 AD1544.Click photographs - Photos may exist for this station.
 AD1544
 AD1544.The dynamic height is computed by dividing the NAVD 88
 AD1544.geopotential number by the normal gravity value computed on the
 AD1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1544.degrees latitude (g = 980.6199 gals.).
 AD1544
 AD1544.The modeled gravity was interpolated from observed gravity values.
 AD1544
 AD1544;                    North         East    Units  Estimated Accuracy
 AD1544;SPC FL W     -   258,440.      205,720.      MT  (+/- 180 meters Scaled)
 AD1544
 AD1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK062498(NAD 83)
 AD1544
 AD1544                          SUPERSEDED SURVEY CONTROL
 AD1544
 AD1544  NGVD 29 (??/??/92)    4.117  (m)           13.51   (f) ADJ UNCH    1 1
 AD1544
 AD1544.Superseded values are not recommended for survey control.
 AD1544
 AD1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1544.See file dsdata.pdf to determine how the superseded data were derived.
 AD1544
 AD1544_MARKER: DD = SURVEY DISK
 AD1544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1544_STAMPING: 106 ERS 1952
 AD1544_MARK LOGO: USGS
 AD1544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1544+STABILITY: SURFACE MOTION
 AD1544
 AD1544  HISTORY     - Date     Condition        Report By
 AD1544  HISTORY     - 1952     MONUMENTED       USGS
 AD1544  HISTORY     - 1965     GOOD             CGS
 AD1544  HISTORY     - 1974     GOOD             NGS
 AD1544  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AD1544  HISTORY     - 19980312 MARK NOT FOUND   USPSQD
 AD1544  HISTORY     - 2002     MARK NOT FOUND   NGS
 AD1544  HISTORY     - 20031125 MARK NOT FOUND   USPSQD
 AD1544
 AD1544                          STATION DESCRIPTION
 AD1544
 AD1544'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1544'4.1 MI W FROM NORTH FORT MYERS.
 AD1544'ABOUT 0.1 MILE NORTHWEST ALONG BUSINESS U.S. HIGHWAY 41 FROM THE
 AD1544'POST OFFICE AT NORTH FORT MYERS, THENCE 3.85 MILES WEST ALONG
 AD1544'PONDELLA ROAD (STATE HIGHWAY S 78 A), THENCE 0.15 MILE SOUTHWEST
 AD1544'ALONG STATE HIGHWAY 78, 0.15 MILE SOUTHWEST OF THE JUNCTION OF DEL
 AD1544'PRADO EXPRESSWAY LEADING SOUTHEAST, 36.5 FEET SOUTHEAST OF THE CENTER
 AD1544'LINE OF THE HIGHWAY, 4 1/2 FEET WEST OF A POWER POLE SUPPORTING
 AD1544'A TRANSFORMER, 1.5 FEET EAST OF A METAL WITNESS POST, ABOUT
 AD1544'1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK IN THE TOP
 AD1544'OF A CONCRETE POST PROJECTING 0.4 FOOT.  IN SECTION 7, R 24 E, T 44 S.
 AD1544
 AD1544                          STATION RECOVERY (1974)
 AD1544
 AD1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1544'RECOVERED IN GOOD CONDITION.
 AD1544
 AD1544                          STATION RECOVERY (1984)
 AD1544
 AD1544'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD1544'MARK NOT FOUND.
 AD1544
 AD1544                          STATION RECOVERY (1998)
 AD1544
 AD1544'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1544'MARK NOT FOUND.
 AD1544
 AD1544                          STATION RECOVERY (2002)
 AD1544
 AD1544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RLT)
 AD1544'MARK SEARCHED FOR AND NOT RECOVERED.  CONSIDERED DESTROYED DUE TO THE
 AD1544'FOUR LANEING
 AD1544'OF STATE HIGHWAY 78.
 AD1544'
 AD1544
 AD1544                          STATION RECOVERY (2003)
 AD1544
 AD1544'RECOVERY NOTE BY US POWER SQUADRON 2003
 AD1544'UNDER PAVEMENT
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0051 ***********************************************************************
 AL0051  DESIGNATION -  107
 AL0051  PID         -  AL0051
 AL0051  STATE/COUNTY-  FL/PINELLAS
 AL0051  COUNTRY     -  US
 AL0051  USGS QUAD   -  DUNEDIN (2018)
 AL0051
 AL0051                         *CURRENT SURVEY CONTROL
 AL0051  ______________________________________________________________________
 AL0051* NAD 83(1986) POSITION- 28 02 43.     (N) 082 46 59.     (W)   SCALED
 AL0051* NAVD 88 ORTHO HEIGHT -     2.466 (meters)        8.09  (feet) ADJUSTED
 AL0051  ______________________________________________________________________
 AL0051  GEOID HEIGHT    -        -24.828 (meters)                     GEOID18
 AL0051  DYNAMIC HEIGHT  -          2.462 (meters)        8.08  (feet) COMP
 AL0051  MODELED GRAVITY -    979,187.2   (mgal)                       NAVD 88
 AL0051
 AL0051  VERT ORDER      -  SECOND    CLASS II
 AL0051
 AL0051.The horizontal coordinates were scaled from a map and have
 AL0051.an estimated accuracy of +/- 6 seconds.
 AL0051
 AL0051.The orthometric height was determined by differential leveling and
 AL0051.adjusted by the NATIONAL GEODETIC SURVEY
 AL0051.in June 1991.
 AL0051
 AL0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0051.GEOID18 height accuracy estimate available here.
 AL0051
 AL0051.Click photographs - Photos may exist for this station.
 AL0051
 AL0051.The dynamic height is computed by dividing the NAVD 88
 AL0051.geopotential number by the normal gravity value computed on the
 AL0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0051.degrees latitude (g = 980.6199 gals.).
 AL0051
 AL0051.The modeled gravity was interpolated from observed gravity values.
 AL0051
 AL0051;                    North         East    Units  Estimated Accuracy
 AL0051;SPC FL W     -   411,470.      123,010.      MT  (+/- 180 meters Scaled)
 AL0051
 AL0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM247035(NAD 83)
 AL0051
 AL0051                          SUPERSEDED SURVEY CONTROL
 AL0051
 AL0051  NGVD 29 (??/??/92)    2.726  (m)            8.94   (f) ADJ UNCH    2 2
 AL0051
 AL0051.Superseded values are not recommended for survey control.
 AL0051
 AL0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0051.See file dsdata.pdf to determine how the superseded data were derived.
 AL0051
 AL0051_MARKER: DD = SURVEY DISK
 AL0051_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AL0051_SP_SET: BRIDGE
 AL0051_STAMPING: 107 SRD
 AL0051_MARK LOGO: FLSRD
 AL0051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0051
 AL0051  HISTORY     - Date     Condition        Report By
 AL0051  HISTORY     - UNK      MONUMENTED       FLHD
 AL0051  HISTORY     - 1975     GOOD             FLDT
 AL0051  HISTORY     - 1983     GOOD             USPSQD
 AL0051  HISTORY     - 1989     GOOD             USPSQD
 AL0051  HISTORY     - 1990     GOOD             USPSQD
 AL0051
 AL0051                          STATION DESCRIPTION
 AL0051
 AL0051'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0051'AT N DUNEDIN.
 AL0051'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. 19 AND
 AL0051'S.R. S-586, (CURLEW ROAD), RUN SOUTHERLY ON U.S. ALT. 19 FOR
 AL0051'0.3 MILE.  STATION ON RIGHT, ON THE NW END OF BRIDGE AT CURLEW
 AL0051'CREEK, 15 FT. WEST OF CENTERLINE OF U.S. ALT. 19.  SET IN
 AL0051'SIDEWALK OF BRIDGE.  SECTION 15, T 28 S, R 15 E.
 AL0051
 AL0051                          STATION RECOVERY (1983)
 AL0051
 AL0051'RECOVERY NOTE BY US POWER SQUADRON 1983
 AL0051'RECOVERED IN GOOD CONDITION.
 AL0051
 AL0051                          STATION RECOVERY (1989)
 AL0051
 AL0051'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0051'RECOVERED IN GOOD CONDITION.
 AL0051
 AL0051                          STATION RECOVERY (1990)
 AL0051
 AL0051'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2451 ***********************************************************************
 AK2451  DESIGNATION -  107 17 31
 AK2451  PID         -  AK2451
 AK2451  STATE/COUNTY-  FL/BREVARD
 AK2451  COUNTRY     -  US
 AK2451  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2451
 AK2451                         *CURRENT SURVEY CONTROL
 AK2451  ______________________________________________________________________
 AK2451* NAD 83(1986) POSITION- 28 27 04.     (N) 080 33 19.     (W)   SCALED
 AK2451* NAVD 88 ORTHO HEIGHT -     3.552 (meters)       11.65  (feet) ADJUSTED
 AK2451  ______________________________________________________________________
 AK2451  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 AK2451  DYNAMIC HEIGHT  -          3.547 (meters)       11.64  (feet) COMP
 AK2451  MODELED GRAVITY -    979,228.0   (mgal)                       NAVD 88
 AK2451
 AK2451  VERT ORDER      -  FIRST     CLASS II
 AK2451
 AK2451.The horizontal coordinates were scaled from a map and have
 AK2451.an estimated accuracy of +/- 6 seconds.
 AK2451
 AK2451.The orthometric height was determined by differential leveling and
 AK2451.adjusted by the NATIONAL GEODETIC SURVEY
 AK2451.in June 1991.
 AK2451
 AK2451.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2451.GEOID18 height accuracy estimate available here.
 AK2451
 AK2451.Click photographs - Photos may exist for this station.
 AK2451
 AK2451.The dynamic height is computed by dividing the NAVD 88
 AK2451.geopotential number by the normal gravity value computed on the
 AK2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2451.degrees latitude (g = 980.6199 gals.).
 AK2451
 AK2451.The modeled gravity was interpolated from observed gravity values.
 AK2451
 AK2451;                    North         East    Units  Estimated Accuracy
 AK2451;SPC FL E     -   456,280.      243,560.      MT  (+/- 180 meters Scaled)
 AK2451
 AK2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435472(NAD 83)
 AK2451
 AK2451                          SUPERSEDED SURVEY CONTROL
 AK2451
 AK2451  NGVD 29 (??/??/92)    3.937  (m)           12.92   (f) ADJ UNCH    1 2
 AK2451
 AK2451.Superseded values are not recommended for survey control.
 AK2451
 AK2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2451.See file dsdata.pdf to determine how the superseded data were derived.
 AK2451
 AK2451_MARKER: DB = BENCH MARK DISK
 AK2451_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2451_SP_SET: LAUNCH COMPLEX
 AK2451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2451
 AK2451  HISTORY     - Date     Condition        Report By
 AK2451  HISTORY     - UNK      MONUMENTED       CGS
 AK2451  HISTORY     - 1962     GOOD             CGS
 AK2451
 AK2451                          STATION DESCRIPTION
 AK2451
 AK2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AK2451'AT CAPE CANAVERAL.
 AK2451'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2451'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING, IN THE
 AK2451'MINUTEMAN LAUNCH COMPLEX, AND 17 FEET EAST OF THE CENTER OF
 AK2451'LAUNCH RING 31.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2455 ***********************************************************************
 AK2455  DESIGNATION -  107 50 31
 AK2455  PID         -  AK2455
 AK2455  STATE/COUNTY-  FL/BREVARD
 AK2455  COUNTRY     -  US
 AK2455  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2455
 AK2455                         *CURRENT SURVEY CONTROL
 AK2455  ______________________________________________________________________
 AK2455* NAD 83(1986) POSITION- 28 27 03.     (N) 080 33 21.     (W)   SCALED
 AK2455* NAVD 88 ORTHO HEIGHT -     3.337 (meters)       10.95  (feet) ADJUSTED
 AK2455  ______________________________________________________________________
 AK2455  GEOID HEIGHT    -        -28.262 (meters)                     GEOID18
 AK2455  DYNAMIC HEIGHT  -          3.332 (meters)       10.93  (feet) COMP
 AK2455  MODELED GRAVITY -    979,227.9   (mgal)                       NAVD 88
 AK2455
 AK2455  VERT ORDER      -  FIRST     CLASS II
 AK2455
 AK2455.The horizontal coordinates were scaled from a map and have
 AK2455.an estimated accuracy of +/- 6 seconds.
 AK2455
 AK2455.The orthometric height was determined by differential leveling and
 AK2455.adjusted by the NATIONAL GEODETIC SURVEY
 AK2455.in June 1991.
 AK2455
 AK2455.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2455.GEOID18 height accuracy estimate available here.
 AK2455
 AK2455.Click photographs - Photos may exist for this station.
 AK2455
 AK2455.The dynamic height is computed by dividing the NAVD 88
 AK2455.geopotential number by the normal gravity value computed on the
 AK2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2455.degrees latitude (g = 980.6199 gals.).
 AK2455
 AK2455.The modeled gravity was interpolated from observed gravity values.
 AK2455
 AK2455;                    North         East    Units  Estimated Accuracy
 AK2455;SPC FL E     -   456,250.      243,500.      MT  (+/- 180 meters Scaled)
 AK2455
 AK2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM434472(NAD 83)
 AK2455
 AK2455                          SUPERSEDED SURVEY CONTROL
 AK2455
 AK2455  NGVD 29 (??/??/92)    3.722  (m)           12.21   (f) ADJ UNCH    1 2
 AK2455
 AK2455.Superseded values are not recommended for survey control.
 AK2455
 AK2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2455.See file dsdata.pdf to determine how the superseded data were derived.
 AK2455
 AK2455_MARKER: DB = BENCH MARK DISK
 AK2455_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2455_SP_SET: LAUNCH COMPLEX
 AK2455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2455
 AK2455  HISTORY     - Date     Condition        Report By
 AK2455  HISTORY     - UNK      MONUMENTED       CGS
 AK2455  HISTORY     - 1962     GOOD             CGS
 AK2455
 AK2455                          STATION DESCRIPTION
 AK2455
 AK2455'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AK2455'AT CAPE CANAVERAL.
 AK2455'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2455'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING, IN THE
 AK2455'MINUTEMAN LAUNCH COMPLEX, AND 50 FEET EAST OF THE CENTER OF
 AK2455'LAUNCH RING 31.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1550 ***********************************************************************
 AD1550  DESIGNATION -  107 ERS
 AD1550  PID         -  AD1550
 AD1550  STATE/COUNTY-  FL/LEE
 AD1550  COUNTRY     -  US
 AD1550  USGS QUAD   -  FORT MYERS NW (2018)
 AD1550
 AD1550                         *CURRENT SURVEY CONTROL
 AD1550  ______________________________________________________________________
 AD1550* NAD 83(1986) POSITION- 26 39 05.     (N) 081 58 32.     (W)   SCALED
 AD1550* NAVD 88 ORTHO HEIGHT -     3.409 (meters)       11.18  (feet) ADJUSTED
 AD1550  ______________________________________________________________________
 AD1550  GEOID HEIGHT    -        -23.965 (meters)                     GEOID18
 AD1550  DYNAMIC HEIGHT  -          3.403 (meters)       11.16  (feet) COMP
 AD1550  MODELED GRAVITY -    979,083.1   (mgal)                       NAVD 88
 AD1550
 AD1550  VERT ORDER      -  FIRST     CLASS I
 AD1550
 AD1550.The horizontal coordinates were scaled from a map and have
 AD1550.an estimated accuracy of +/- 6 seconds.
 AD1550
 AD1550.The orthometric height was determined by differential leveling and
 AD1550.adjusted by the NATIONAL GEODETIC SURVEY
 AD1550.in June 1991.
 AD1550
 AD1550.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1550.GEOID18 height accuracy estimate available here.
 AD1550
 AD1550.Click photographs - Photos may exist for this station.
 AD1550
 AD1550.The dynamic height is computed by dividing the NAVD 88
 AD1550.geopotential number by the normal gravity value computed on the
 AD1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1550.degrees latitude (g = 980.6199 gals.).
 AD1550
 AD1550.The modeled gravity was interpolated from observed gravity values.
 AD1550
 AD1550;                    North         East    Units  Estimated Accuracy
 AD1550;SPC FL W     -   256,780.      202,430.      MT  (+/- 180 meters Scaled)
 AD1550
 AD1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK029481(NAD 83)
 AD1550
 AD1550                          SUPERSEDED SURVEY CONTROL
 AD1550
 AD1550  NGVD 29 (??/??/92)    3.770  (m)           12.37   (f) ADJ UNCH    1 1
 AD1550
 AD1550.Superseded values are not recommended for survey control.
 AD1550
 AD1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1550.See file dsdata.pdf to determine how the superseded data were derived.
 AD1550
 AD1550_MARKER: DD = SURVEY DISK
 AD1550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1550_STAMPING: 107 ERS 1952
 AD1550_MARK LOGO: USGS
 AD1550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1550+STABILITY: SURFACE MOTION
 AD1550
 AD1550  HISTORY     - Date     Condition        Report By
 AD1550  HISTORY     - 1952     MONUMENTED       USGS
 AD1550  HISTORY     - 1965     GOOD             CGS
 AD1550  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AD1550  HISTORY     - 20031125 MARK NOT FOUND   USPSQD
 AD1550  HISTORY     - 20190711 MARK NOT FOUND   FLDEP
 AD1550
 AD1550                          STATION DESCRIPTION
 AD1550
 AD1550'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1550'6.3 MI W FROM NORTH FORT MYERS.
 AD1550'ABOUT 0.1 MILE NORTHWEST ALONG BUSINESS U.S. HIGHWAY 41 FROM
 AD1550'THE POST OFFICE AT NORTH FORT MYERS, THENCE 3.85 MILES WEST
 AD1550'ALONG PONDELLA ROAD (STATE HIGHWAY S 78 A), THENCE 2.35 MILES
 AD1550'SOUTHWEST ALONG STATE HIGHWAY 78, IN SECTION 14, R 23 E, T 44 S,
 AD1550'ABOUT 0.1 MILE SOUTHWEST OF THE JUNCTION OF A SAND ROAD
 AD1550'LEADING SOUTH, 34.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AD1550'HIGHWAY, 4 FEET WEST OF A POWER POLE, 1.1 FEET NORTHEAST OF A
 AD1550'METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 AD1550'TOP OF A CONCRETE POST PROJECTING 0.6 FOOT.
 AD1550
 AD1550                          STATION RECOVERY (1984)
 AD1550
 AD1550'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD1550'MARK NOT FOUND.
 AD1550
 AD1550                          STATION RECOVERY (2003)
 AD1550
 AD1550'RECOVERY NOTE BY US POWER SQUADRON 2003
 AD1550'UNDER PAVEMENT
 AD1550
 AD1550                          STATION RECOVERY (2019)
 AD1550
 AD1550'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 AD1550'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0052 ***********************************************************************
 AL0052  DESIGNATION -  108
 AL0052  PID         -  AL0052
 AL0052  STATE/COUNTY-  FL/PINELLAS
 AL0052  COUNTRY     -  US
 AL0052  USGS QUAD   -  DUNEDIN (2018)
 AL0052
 AL0052                         *CURRENT SURVEY CONTROL
 AL0052  ______________________________________________________________________
 AL0052* NAD 83(1986) POSITION- 28 02 38.9    (N) 082 46 56.1    (W)   HD_HELD2
 AL0052* NAVD 88 ORTHO HEIGHT -     2.450 (meters)        8.04  (feet) ADJUSTED
 AL0052  ______________________________________________________________________
 AL0052  GEOID HEIGHT    -        -24.827 (meters)                     GEOID18
 AL0052  DYNAMIC HEIGHT  -          2.446 (meters)        8.02  (feet) COMP
 AL0052  MODELED GRAVITY -    979,187.2   (mgal)                       NAVD 88
 AL0052
 AL0052  VERT ORDER      -  SECOND    CLASS II
 AL0052
 AL0052.The horizontal coordinates were established by autonomous hand held GPS
 AL0052.observations and have an estimated accuracy of +/- 10 meters.
 AL0052
 AL0052.The orthometric height was determined by differential leveling and
 AL0052.adjusted by the NATIONAL GEODETIC SURVEY
 AL0052.in June 1991.
 AL0052
 AL0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0052.GEOID18 height accuracy estimate available here.
 AL0052
 AL0052.Click photographs - Photos may exist for this station.
 AL0052
 AL0052.The dynamic height is computed by dividing the NAVD 88
 AL0052.geopotential number by the normal gravity value computed on the
 AL0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0052.degrees latitude (g = 980.6199 gals.).
 AL0052
 AL0052.The modeled gravity was interpolated from observed gravity values.
 AL0052
 AL0052;                    North         East    Units  Estimated Accuracy
 AL0052;SPC FL W     -   411,347.      123,091.      MT  (+/- 10 meters HH2 GPS)
 AL0052
 AL0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2482003373(NAD 83)
 AL0052
 AL0052                          SUPERSEDED SURVEY CONTROL
 AL0052
 AL0052  NGVD 29 (??/??/92)    2.710  (m)            8.89   (f) ADJ UNCH    2 2
 AL0052
 AL0052.Superseded values are not recommended for survey control.
 AL0052
 AL0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0052.See file dsdata.pdf to determine how the superseded data were derived.
 AL0052
 AL0052_MARKER: DD = SURVEY DISK
 AL0052_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL0052_SP_SET: BRIDGE SIDEWALK
 AL0052_STAMPING: 108
 AL0052_MARK LOGO: FLSRD
 AL0052_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0052
 AL0052  HISTORY     - Date     Condition        Report By
 AL0052  HISTORY     - UNK      MONUMENTED       FLHD
 AL0052  HISTORY     - 1975     GOOD             FLDT
 AL0052  HISTORY     - 1983     GOOD             USPSQD
 AL0052  HISTORY     - 1989     GOOD             USPSQD
 AL0052  HISTORY     - 1990     GOOD             USPSQD
 AL0052  HISTORY     - 20090921 GOOD             FLDEP
 AL0052
 AL0052                          STATION DESCRIPTION
 AL0052
 AL0052'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0052'AT N DUNEDIN.
 AL0052'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. 19 AND S.R.
 AL0052'S-586, (CURLEW ROAD), RUN SOUTHERLY FOR 0.35 MILE.  STATION ON
 AL0052'LEFT, ON THE SE END OF BRIDGE AT CURLEW CREEK, 15 FT. WEST OF
 AL0052'CENTERLINE OF U.S. HIGHWAY ALT. 19.  SET IN TOP OF SIDEWALK ON
 AL0052'BRIDGE.  SECTION 15, T 28 S, R 15 E.
 AL0052
 AL0052                          STATION RECOVERY (1983)
 AL0052
 AL0052'RECOVERY NOTE BY US POWER SQUADRON 1983
 AL0052'RECOVERED IN GOOD CONDITION.
 AL0052
 AL0052                          STATION RECOVERY (1989)
 AL0052
 AL0052'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0052'RECOVERED IN GOOD CONDITION.
 AL0052
 AL0052                          STATION RECOVERY (1990)
 AL0052
 AL0052'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0052'RECOVERED IN GOOD CONDITION.
 AL0052
 AL0052                          STATION RECOVERY (2009)
 AL0052
 AL0052'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AL0052'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7117 ***********************************************************************
 AG7117  DESIGNATION -  108
 AG7117  PID         -  AG7117
 AG7117  STATE/COUNTY-  FL/PINELLAS
 AG7117  COUNTRY     -  US
 AG7117  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7117
 AG7117                         *CURRENT SURVEY CONTROL
 AG7117  ______________________________________________________________________
 AG7117* NAD 83(1986) POSITION- 27 47 57.     (N) 082 39 48.     (W)   SCALED
 AG7117* NAVD 88 ORTHO HEIGHT -    17.110 (meters)       56.14  (feet) ADJUSTED
 AG7117  ______________________________________________________________________
 AG7117  GEOID HEIGHT    -        -24.531 (meters)                     GEOID18
 AG7117  DYNAMIC HEIGHT  -         17.084 (meters)       56.05  (feet) COMP
 AG7117  MODELED GRAVITY -    979,177.0   (mgal)                       NAVD 88
 AG7117
 AG7117  VERT ORDER      -  SECOND    CLASS II
 AG7117
 AG7117.The horizontal coordinates were scaled from a map and have
 AG7117.an estimated accuracy of +/- 6 seconds.
 AG7117
 AG7117.The orthometric height was determined by differential leveling and
 AG7117.adjusted by the NATIONAL GEODETIC SURVEY
 AG7117.in June 1991.
 AG7117
 AG7117.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7117.GEOID18 height accuracy estimate available here.
 AG7117
 AG7117.Click photographs - Photos may exist for this station.
 AG7117
 AG7117.The dynamic height is computed by dividing the NAVD 88
 AG7117.geopotential number by the normal gravity value computed on the
 AG7117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7117.degrees latitude (g = 980.6199 gals.).
 AG7117
 AG7117.The modeled gravity was interpolated from observed gravity values.
 AG7117
 AG7117;                    North         East    Units  Estimated Accuracy
 AG7117;SPC FL W     -   384,130.      134,640.      MT  (+/- 180 meters Scaled)
 AG7117
 AG7117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL361760(NAD 83)
 AG7117
 AG7117                          SUPERSEDED SURVEY CONTROL
 AG7117
 AG7117  NGVD 29 (??/??/92)   17.373  (m)           57.00   (f) ADJ UNCH    2 2
 AG7117
 AG7117.Superseded values are not recommended for survey control.
 AG7117
 AG7117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7117.See file dsdata.pdf to determine how the superseded data were derived.
 AG7117
 AG7117_MARKER: DD = SURVEY DISK
 AG7117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7117_PROJECTION: FLUSH
 AG7117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7117+STABILITY: SURFACE MOTION
 AG7117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7117+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2002
 AG7117
 AG7117  HISTORY     - Date     Condition        Report By
 AG7117  HISTORY     - UNK      MONUMENTED       FL2730
 AG7117  HISTORY     - 1977     GOOD             FL-103
 AG7117  HISTORY     - 19970313 GOOD             USPSQD
 AG7117  HISTORY     - 20021216 GOOD             USPSQD
 AG7117  HISTORY     - 20060321 MARK NOT FOUND   USPSQD
 AG7117
 AG7117                          STATION DESCRIPTION
 AG7117
 AG7117'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7117'IN ST PETERSBURG.
 AG7117'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 92 SR 687 4TH
 AG7117'ST. AND SR 595 5TH AVE. N., RUN NORTHERLY ON SR 687 FOR 1.50 MILES TO
 AG7117'THE INTERSECTION OF 30TH AVE. N. TURN LEFT AND RUN WESTERLY ON 30TH
 AG7117'AVE. N. FOR 1.60 MILES TO THE INTERSECTION OF 22ND ST. N. STATION ON
 AG7117'RIGHT, N.W. CORNER, 30.0 FT. NORTH OF THE CENTERLINE OF 30TH AVE. N.,
 AG7117'28.0 FT. WEST OF THE CENTERLINE OF 22ND ST. N., 35.2 FT. S.E. OF THE
 AG7117'S.E. CORNER OF A SINGLE STORY BLOCK HOUSE 2201 30TH AVE. N., 5.0 FT.
 AG7117'N.W. OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS
 AG7117'FLUSH WITH THE GROUND.  NO STAMPING ON DISK.
 AG7117
 AG7117                          STATION RECOVERY (1997)
 AG7117
 AG7117'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7117'RECOVERED IN GOOD CONDITION.
 AG7117
 AG7117                          STATION RECOVERY (2002)
 AG7117
 AG7117'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE)
 AG7117'RECOVERED IN GOOD CONDITION.
 AG7117
 AG7117                          STATION RECOVERY (2006)
 AG7117
 AG7117'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 AG7117'A NEW HOUSE IS NOW BEING CONSTRUCTED AT 2201 30TH AVE. NO.  THE CURB
 AG7117'HAS BEEN MOVED ON THE CORNER, THE STREET HAS BEEN PARTIALLY WIDENED,
 AG7117'AND NEW SHRUBS HAVE BEEN PLANTED.
 AG7117'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2396 ***********************************************************************
 AK2396  DESIGNATION -  108 AZ
 AK2396  PID         -  AK2396
 AK2396  STATE/COUNTY-  FL/BREVARD
 AK2396  COUNTRY     -  US
 AK2396  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2396
 AK2396                         *CURRENT SURVEY CONTROL
 AK2396  ______________________________________________________________________
 AK2396* NAD 83(1986) POSITION- 28 27 18.     (N) 080 35 12.     (W)   SCALED
 AK2396* NAVD 88 ORTHO HEIGHT -     2.199 (meters)        7.21  (feet) ADJUSTED
 AK2396  ______________________________________________________________________
 AK2396  GEOID HEIGHT    -        -28.239 (meters)                     GEOID18
 AK2396  DYNAMIC HEIGHT  -          2.196 (meters)        7.20  (feet) COMP
 AK2396  MODELED GRAVITY -    979,226.5   (mgal)                       NAVD 88
 AK2396
 AK2396  VERT ORDER      -  FIRST     CLASS II
 AK2396
 AK2396.The horizontal coordinates were scaled from a map and have
 AK2396.an estimated accuracy of +/- 6 seconds.
 AK2396
 AK2396.The orthometric height was determined by differential leveling and
 AK2396.adjusted by the NATIONAL GEODETIC SURVEY
 AK2396.in June 1991.
 AK2396
 AK2396.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2396.GEOID18 height accuracy estimate available here.
 AK2396
 AK2396.Click photographs - Photos may exist for this station.
 AK2396
 AK2396.The dynamic height is computed by dividing the NAVD 88
 AK2396.geopotential number by the normal gravity value computed on the
 AK2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2396.degrees latitude (g = 980.6199 gals.).
 AK2396
 AK2396.The modeled gravity was interpolated from observed gravity values.
 AK2396
 AK2396;                    North         East    Units  Estimated Accuracy
 AK2396;SPC FL E     -   456,700.      240,480.      MT  (+/- 180 meters Scaled)
 AK2396
 AK2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM404476(NAD 83)
 AK2396
 AK2396                          SUPERSEDED SURVEY CONTROL
 AK2396
 AK2396  NGVD 29 (??/??/92)    2.580  (m)            8.46   (f) ADJ UNCH    1 2
 AK2396
 AK2396.Superseded values are not recommended for survey control.
 AK2396
 AK2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2396.See file dsdata.pdf to determine how the superseded data were derived.
 AK2396
 AK2396_MARKER: DZ = AZIMUTH MARK DISK
 AK2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2396_STAMPING: PAA 1965 108 AZ
 AK2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2396+STABILITY: SURFACE MOTION
 AK2396
 AK2396  HISTORY     - Date     Condition        Report By
 AK2396  HISTORY     - 1965     MONUMENTED       CGS
 AK2396  HISTORY     - 1966     GOOD             CGS
 AK2396
 AK2396                          STATION DESCRIPTION
 AK2396
 AK2396'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK2396'AT CAPE KENNEDY.
 AK2396'THE MARK IS 71 FEET NORTHWEST OF THE CENTER OF INTERSECTION OF
 AK2396'PAVED AND GRAVELED ROADS AND 53 FEET NORTH OF THE CENTERLINE OF
 AK2396'A PAVED ROAD.  THE DISK IS SET IN A 6 INCH SQUARE CONCRETE POST
 AK2396'THAT PROJECTS 5 INCHES.  TO REACH FROM THE CENTRAL CONTROL
 AK2396'BUILDING, GO SOUTH ON THE CAPE ROAD FOR 2.8 MILES TO SIDE ROAD
 AK2396'LEFT, TURN LEFT FOR 0.3 MILE TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0053 ***********************************************************************
 AL0053  DESIGNATION -  109
 AL0053  PID         -  AL0053
 AL0053  STATE/COUNTY-  FL/PINELLAS
 AL0053  COUNTRY     -  US
 AL0053  USGS QUAD   -  DUNEDIN (2018)
 AL0053
 AL0053                         *CURRENT SURVEY CONTROL
 AL0053  ______________________________________________________________________
 AL0053* NAD 83(1986) POSITION- 28 02 13.     (N) 082 47 05.     (W)   SCALED
 AL0053* NAVD 88 ORTHO HEIGHT -     2.216 (meters)        7.27  (feet) ADJUSTED
 AL0053  ______________________________________________________________________
 AL0053  GEOID HEIGHT    -        -24.809 (meters)                     GEOID18
 AL0053  DYNAMIC HEIGHT  -          2.213 (meters)        7.26  (feet) COMP
 AL0053  MODELED GRAVITY -    979,186.5   (mgal)                       NAVD 88
 AL0053
 AL0053  VERT ORDER      -  SECOND    CLASS II
 AL0053
 AL0053.The horizontal coordinates were scaled from a map and have
 AL0053.an estimated accuracy of +/- 6 seconds.
 AL0053
 AL0053.The orthometric height was determined by differential leveling and
 AL0053.adjusted by the NATIONAL GEODETIC SURVEY
 AL0053.in June 1991.
 AL0053
 AL0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0053.GEOID18 height accuracy estimate available here.
 AL0053
 AL0053.Click photographs - Photos may exist for this station.
 AL0053
 AL0053.The dynamic height is computed by dividing the NAVD 88
 AL0053.geopotential number by the normal gravity value computed on the
 AL0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0053.degrees latitude (g = 980.6199 gals.).
 AL0053
 AL0053.The modeled gravity was interpolated from observed gravity values.
 AL0053
 AL0053;                    North         East    Units  Estimated Accuracy
 AL0053;SPC FL W     -   410,550.      122,840.      MT  (+/- 180 meters Scaled)
 AL0053
 AL0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM245025(NAD 83)
 AL0053
 AL0053                          SUPERSEDED SURVEY CONTROL
 AL0053
 AL0053  NGVD 29 (??/??/92)    2.477  (m)            8.13   (f) ADJ UNCH    2 2
 AL0053
 AL0053.Superseded values are not recommended for survey control.
 AL0053
 AL0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0053.See file dsdata.pdf to determine how the superseded data were derived.
 AL0053
 AL0053_MARKER: DD = SURVEY DISK
 AL0053_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AL0053_SP_SET: BOX CULVERT
 AL0053_STAMPING: 109 SRD
 AL0053_MARK LOGO: FLSRD
 AL0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0053+STABILITY: SURFACE MOTION
 AL0053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL0053+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 AL0053
 AL0053  HISTORY     - Date     Condition        Report By
 AL0053  HISTORY     - UNK      MONUMENTED       FLHD
 AL0053  HISTORY     - 1975     GOOD             FLDT
 AL0053  HISTORY     - 1983     GOOD             USPSQD
 AL0053  HISTORY     - 1989     GOOD             USPSQD
 AL0053  HISTORY     - 20070719 GOOD             YOUNG
 AL0053
 AL0053                          STATION DESCRIPTION
 AL0053
 AL0053'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0053'AT DUNEDIN.
 AL0053'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. 19 AND S.R.
 AL0053'S-586, (CURLEW RD.), RUN SOUTHERLY FOR 1.0 MILE TO CEDAR CREEK
 AL0053'CULVERT.  STATION ON LEFT IN SE END OF BOX CULVERT, 222 FT. S.
 AL0053'OF THE CENTERLINE OF SHORE DRIVE, 30 FT. EAST OF CENTERLINE OF
 AL0053'U.S. ALT. 19.  SET IN TOP OF CONCRETE HEADWALL.  SECTION 22,
 AL0053'T 28 S, R 15 E.
 AL0053
 AL0053                          STATION RECOVERY (1983)
 AL0053
 AL0053'RECOVERY NOTE BY US POWER SQUADRON 1983
 AL0053'RECOVERED IN GOOD CONDITION.
 AL0053
 AL0053                          STATION RECOVERY (1989)
 AL0053
 AL0053'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0053'RECOVERED IN GOOD CONDITION.
 AL0053
 AL0053                          STATION RECOVERY (2007)
 AL0053
 AL0053'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2007 (WL)
 AL0053'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5597 ***********************************************************************
 DL5597  DESIGNATION -  109
 DL5597  PID         -  DL5597
 DL5597  STATE/COUNTY-  FL/HARDEE
 DL5597  COUNTRY     -  US
 DL5597  USGS QUAD   -  FORT GREEN (2018)
 DL5597
 DL5597                         *CURRENT SURVEY CONTROL
 DL5597  ______________________________________________________________________
 DL5597* NAD 83(1986) POSITION- 27 35 41.8    (N) 081 55 36.4    (W)   HD_HELD2
 DL5597* NAVD 88 ORTHO HEIGHT -    28.713 (meters)       94.20  (feet) ADJUSTED
 DL5597  ______________________________________________________________________
 DL5597  GEOID HEIGHT    -        -25.097 (meters)                     GEOID18
 DL5597  DYNAMIC HEIGHT  -         28.670 (meters)       94.06  (feet) COMP
 DL5597  MODELED GRAVITY -    979,149.1   (mgal)                       NAVD 88
 DL5597
 DL5597  VERT ORDER      -  FIRST     CLASS II
 DL5597
 DL5597.The horizontal coordinates were established by autonomous hand held GPS
 DL5597.observations and have an estimated accuracy of +/- 10 meters.
 DL5597
 DL5597.The orthometric height was determined by differential leveling and
 DL5597.adjusted by the NATIONAL GEODETIC SURVEY
 DL5597.in December 2009.
 DL5597
 DL5597.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5597.GEOID18 height accuracy estimate available here.
 DL5597
 DL5597.Click photographs - Photos may exist for this station.
 DL5597
 DL5597.The dynamic height is computed by dividing the NAVD 88
 DL5597.geopotential number by the normal gravity value computed on the
 DL5597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5597.degrees latitude (g = 980.6199 gals.).
 DL5597
 DL5597.The modeled gravity was interpolated from observed gravity values.
 DL5597
 DL5597;                    North         East    Units  Estimated Accuracy
 DL5597;SPC FL W     -   361,327.      207,229.      MT  (+/- 10 meters HH2 GPS)
 DL5597
 DL5597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0853652676(NAD 83)
 DL5597
 DL5597                          SUPERSEDED SURVEY CONTROL
 DL5597
 DL5597.No superseded survey control is available for this station.
 DL5597
 DL5597_MARKER: DD = SURVEY DISK
 DL5597_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL5597_SP_SET: CULVERT HEADWALL
 DL5597_STAMPING: BM 109
 DL5597_MARK LOGO: FLDT
 DL5597_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5597+STABILITY: SURFACE MOTION
 DL5597_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5597+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DL5597
 DL5597  HISTORY     - Date     Condition        Report By
 DL5597  HISTORY     - UNK      MONUMENTED       FLDT
 DL5597  HISTORY     - 20080304 GOOD             FLDEP
 DL5597  HISTORY     - 20130730 MARK NOT FOUND   FLDEP
 DL5597
 DL5597                          STATION DESCRIPTION
 DL5597
 DL5597'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DL5597'THE MARK IS ABOUT 1.0 MI (1.6 KM) EAST OF FT GREEN SPRINGS, IN SECTION
 DL5597'20, TOWNSHIP 33 SOUTH, RANGE 24 EAST.
 DL5597'
 DL5597'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 62 AND COUNTY ROAD
 DL5597'663 NORTH IN FORT GREEN SPRINGS, GO EAST ON STATE ROAD 62 FOR 1.1 MI
 DL5597'(1.8 KM) TO A CULVERT CROSSING AND THE MARK ON THE LEFT, SET FLUSH IN
 DL5597'THE TOP OF A CONCRETE CULVERT HEADWALL AND LEVEL WITH STATE ROAD 62.
 DL5597'
 DL5597'LOCATED 31.7 FT (9.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DL5597'ROAD 62, 9.0 FT (2.7 M) NORTH OF A METAL GUARDRAIL, 2.0 FT (0.6 M)
 DL5597'WEST OF A METAL WITNESS POST AND 1.5 FT (0.5 M) WEST OF THE EAST END
 DL5597'OF A CULVERT HEADWALL.
 DL5597
 DL5597                          STATION RECOVERY (2013)
 DL5597
 DL5597'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (PBM)
 DL5597'NOT RECOVERED.
 DL5597'
 DL5597'NOTE-THE DISK HAS BEEN PRIED OFF OF ITS STEM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0299 ***********************************************************************
 AF0299  DESIGNATION -  10K SOUTH PMSS BM 1962
 AF0299  PID         -  AF0299
 AF0299  STATE/COUNTY-  FL/BREVARD
 AF0299  COUNTRY     -  US
 AF0299  USGS QUAD   -  GRANT (2018)
 AF0299
 AF0299                         *CURRENT SURVEY CONTROL
 AF0299  ______________________________________________________________________
 AF0299* NAD 83(1990) POSITION- 27 55 49.26493(N) 080 32 55.85400(W)   ADJUSTED
 AF0299* NAVD 88 ORTHO HEIGHT -     8.13  (+/-2cm)       26.7   (feet) VERTCON3
 AF0299  ______________________________________________________________________
 AF0299  GEOID HEIGHT    -        -28.021 (meters)                     GEOID18
 AF0299  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 AF0299  HORZ ORDER      -  FIRST
 AF0299  VERT ORDER      -  THIRD ? (See Below)
 AF0299
 AF0299.The horizontal coordinates were established by classical geodetic methods
 AF0299.and adjusted by the National Geodetic Survey in May 1991.
 AF0299
 AF0299.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0299
 AF0299.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0299.GEOID18 height accuracy estimate available here.
 AF0299
 AF0299.The vertical order pertains to the NGVD 29 superseded value.
 AF0299
 AF0299.Click photographs - Photos may exist for this station.
 AF0299
 AF0299.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0299
 AF0299. The following values were computed from the NAD 83(1990) position.
 AF0299
 AF0299;                    North         East     Units Scale Factor Converg.
 AF0299;SPC FL E     -   398,572.939   244,402.268   MT  0.99996550   +0 12 40.8
 AF0299;SPC FL E     - 1,307,651.38    801,843.11   sFT  0.99996550   +0 12 40.8
 AF0299;UTM  17      - 3,089,568.930   544,387.118   MT  0.99962432   +0 12 40.8
 AF0299
 AF0299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0299!SPC FL E     -   1.00000312  x   0.99996550  =   0.99996862
 AF0299!UTM  17      -   1.00000312  x   0.99962432  =   0.99962744
 AF0299
 AF0299:                Primary Azimuth Mark                     Grid Az
 AF0299:SPC FL E     -  CENTRAL PMSS BM 1962                     341 55 17.7
 AF0299:UTM  17      -  CENTRAL PMSS BM 1962                     341 55 17.7
 AF0299
 AF0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4438789568(NAD 83)
 AF0299
 AF0299|---------------------------------------------------------------------|
 AF0299| PID    Reference Object                     Distance      Geod. Az  |
 AF0299|                                                           dddmmss.s |
 AF0299| AF0297 10KS PIER 2 1962                     50.003 METERS 07208     |
 AF0299| AF0298 10 KS PIER 3                         50.000 METERS 16208     |
 AF0299| AF0301 10KS PIER 4 1962                     50.000 METERS 25208     |
 AF0299| AF0308 CENTRAL PMSS BM 1962                APPROX. 3.1 KM 3420758.5 |
 AF0299| AF0300 10 KS PIER 1                         49.999 METERS 34208     |
 AF0299|---------------------------------------------------------------------|
 AF0299
 AF0299                          SUPERSEDED SURVEY CONTROL
 AF0299
 AF0299  NAD 83(1986)-  27 55 49.26996(N)    080 32 55.86926(W) AD(       ) 1
 AF0299  NAD 27      -  27 55 48.19379(N)    080 32 56.67666(W) AD(       ) 1
 AF0299  NGVD 29               8.56   (m)           28.1    (f) LEVELING    3  
 AF0299
 AF0299.Superseded values are not recommended for survey control.
 AF0299
 AF0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0299.See file dsdata.pdf to determine how the superseded data were derived.
 AF0299
 AF0299_MARKER: Z = SEE DESCRIPTION
 AF0299_SETTING: 0 = UNSPECIFIED SETTING
 AF0299_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0299
 AF0299  HISTORY     - Date     Condition        Report By
 AF0299  HISTORY     - 1962     MONUMENTED       CGS
 AF0299
 AF0299                          STATION DESCRIPTION
 AF0299
 AF0299'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0299'2 MILES SOUTH OF THE MISTRAM CENTRAL CONTROL BUILDING.  THE MARK
 AF0299'IS A K AND E TARGET SET IN THE CENTER OF AN INSTRUMENT TRIBRACH,
 AF0299'WHICH IS MOUNTED ON TOP OF A ROUND CONCRETE PIER INSIDE THE 10
 AF0299'KS ANTENNA BUILDING.
 AF0299'
 AF0299'LEVELS WERE ALSO RUN TO K AND E TARGETS ON THEODOLITE PIERS 1
 AF0299'(NORTH), 2 (EAST), 3 (SOUTH), AND 4 (WEST).  THESE PIERS ARE SIMILAR
 AF0299'IN CONSTRUCTION TO 10 KS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0316 ***********************************************************************
 AF0316  DESIGNATION -  10K WEST PMSS BM 1962
 AF0316  PID         -  AF0316
 AF0316  STATE/COUNTY-  FL/BREVARD
 AF0316  COUNTRY     -  US
 AF0316  USGS QUAD   -  GRANT (2018)
 AF0316
 AF0316                         *CURRENT SURVEY CONTROL
 AF0316  ______________________________________________________________________
 AF0316* NAD 83(1990) POSITION- 27 56 56.13606(N) 080 35 05.83054(W)   ADJUSTED
 AF0316* NAVD 88 ORTHO HEIGHT -     8.15  (+/-2cm)       26.7   (feet) VERTCON3
 AF0316  ______________________________________________________________________
 AF0316  GEOID HEIGHT    -        -28.003 (meters)                     GEOID18
 AF0316  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 AF0316  HORZ ORDER      -  FIRST
 AF0316  VERT ORDER      -  THIRD ? (See Below)
 AF0316
 AF0316.The horizontal coordinates were established by classical geodetic methods
 AF0316.and adjusted by the National Geodetic Survey in May 1991.
 AF0316
 AF0316.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0316
 AF0316.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0316.GEOID18 height accuracy estimate available here.
 AF0316
 AF0316.The vertical order pertains to the NGVD 29 superseded value.
 AF0316
 AF0316.Click photographs - Photos may exist for this station.
 AF0316
 AF0316.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0316
 AF0316. The following values were computed from the NAD 83(1990) position.
 AF0316
 AF0316;                    North         East     Units Scale Factor Converg.
 AF0316;SPC FL E     -   400,618.755   240,841.837   MT  0.99996176   +0 11 40.3
 AF0316;SPC FL E     - 1,314,363.37    790,161.93   sFT  0.99996176   +0 11 40.3
 AF0316;UTM  17      - 3,091,614.047   540,827.902   MT  0.99962057   +0 11 40.3
 AF0316
 AF0316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0316!SPC FL E     -   1.00000312  x   0.99996176  =   0.99996488
 AF0316!UTM  17      -   1.00000312  x   0.99962057  =   0.99962369
 AF0316
 AF0316:                Primary Azimuth Mark                     Grid Az
 AF0316:SPC FL E     -  CENTRAL PMSS BM 1962                     071 55 02.2
 AF0316:UTM  17      -  CENTRAL PMSS BM 1962                     071 55 02.2
 AF0316
 AF0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4082791614(NAD 83)
 AF0316
 AF0316|---------------------------------------------------------------------|
 AF0316| PID    Reference Object                     Distance      Geod. Az  |
 AF0316|                                                           dddmmss.s |
 AF0316| AF0308 CENTRAL PMSS BM 1962                APPROX. 2.7 KM 0720642.5 |
 AF0316| AF0314 10KW PIER 2 1962                     50.001 METERS 07207     |
 AF0316| AF0315 10KW PIER 3 1962                     50.001 METERS 16207     |
 AF0316| AF0318 10KW PIER 4 1962                     50.002 METERS 25207     |
 AF0316| AF0317 10KW PIER 1 1962                     50.003 METERS 34207     |
 AF0316|---------------------------------------------------------------------|
 AF0316
 AF0316                          SUPERSEDED SURVEY CONTROL
 AF0316
 AF0316  NAD 83(1986)-  27 56 56.14117(N)    080 35 05.84563(W) AD(       ) 1
 AF0316  NAD 27      -  27 56 55.06659(N)    080 35 06.65010(W) AD(       ) 1
 AF0316  NGVD 29               8.57   (m)           28.1    (f) LEVELING    3  
 AF0316
 AF0316.Superseded values are not recommended for survey control.
 AF0316
 AF0316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0316.See file dsdata.pdf to determine how the superseded data were derived.
 AF0316
 AF0316_MARKER: Z = SEE DESCRIPTION
 AF0316_SETTING: 0 = UNSPECIFIED SETTING
 AF0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0316
 AF0316  HISTORY     - Date     Condition        Report By
 AF0316  HISTORY     - 1962     MONUMENTED       CGS
 AF0316
 AF0316                          STATION DESCRIPTION
 AF0316
 AF0316'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0316'STATION IS 2 MILES WEST OF THE VALKARIA AIRPORT AND IN AN ANTENNA
 AF0316'BUILDING ABOUT 2 MILES WEST OF THE MISTRAM CENTRAL CONTROL
 AF0316'BUILDING.  THE MARK IS A K AND E TARGET SET IN THE CENTER OF AN
 AF0316'INSTRUMENT TRIBRACH, WHICH IS MOUNTED ON TOP OF A ROUND CONCRETE
 AF0316'PIER INSIDE THE 10 KW ANTENNA BUILDING.
 AF0316'
 AF0316'LEVELS WERE ALSO RUN TO K AND E TARGETS ON THEODOLITE PIERS 1
 AF0316'(NORTH), 2 (EAST), 3 (SOUTH), AND 4 (WEST).  THESE PIERS ARE
 AF0316'SIMILAR IN CONSTRUCTION TO 10KW.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0296 ***********************************************************************
 AF0296  DESIGNATION -  10KS BORE
 AF0296  PID         -  AF0296
 AF0296  STATE/COUNTY-  FL/BREVARD
 AF0296  COUNTRY     -  US
 AF0296  USGS QUAD   -  GRANT (2018)
 AF0296
 AF0296                         *CURRENT SURVEY CONTROL
 AF0296  ______________________________________________________________________
 AF0296* NAD 83(1990) POSITION- 27 55 30.46328(N) 080 32 49.03207(W)   ADJUSTED
 AF0296* NAVD 88 ORTHO HEIGHT -     7.13  (+/-2cm)       23.4   (feet) VERTCON3
 AF0296  ______________________________________________________________________
 AF0296  GEOID HEIGHT    -        -28.015 (meters)                     GEOID18
 AF0296  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 AF0296  HORZ ORDER      -  SECOND
 AF0296  VERT ORDER      -  THIRD ? (See Below)
 AF0296
 AF0296.The horizontal coordinates were established by classical geodetic methods
 AF0296.and adjusted by the National Geodetic Survey in May 1991.
 AF0296
 AF0296.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0296
 AF0296.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0296.GEOID18 height accuracy estimate available here.
 AF0296
 AF0296.The vertical order pertains to the NGVD 29 superseded value.
 AF0296
 AF0296.Click photographs - Photos may exist for this station.
 AF0296
 AF0296.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0296
 AF0296. The following values were computed from the NAD 83(1990) position.
 AF0296
 AF0296;                    North         East     Units Scale Factor Converg.
 AF0296;SPC FL E     -   397,994.884   244,590.917   MT  0.99996571   +0 12 43.8
 AF0296;SPC FL E     - 1,305,754.88    802,462.03   sFT  0.99996571   +0 12 43.8
 AF0296;UTM  17      - 3,088,991.071   544,575.703   MT  0.99962452   +0 12 43.8
 AF0296
 AF0296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0296!SPC FL E     -   1.00000328  x   0.99996571  =   0.99996899
 AF0296!UTM  17      -   1.00000328  x   0.99962452  =   0.99962780
 AF0296
 AF0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4457588991(NAD 83)
 AF0296
 AF0296                          SUPERSEDED SURVEY CONTROL
 AF0296
 AF0296  NAD 83(1986)-  27 55 30.46837(N)    080 32 49.04734(W) AD(       ) 2
 AF0296  NAD 27      -  27 55 29.39151(N)    080 32 49.85479(W) AD(       ) 2
 AF0296  NGVD 29               7.56   (m)           24.8    (f) LEVELING    3  
 AF0296
 AF0296.Superseded values are not recommended for survey control.
 AF0296
 AF0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0296.See file dsdata.pdf to determine how the superseded data were derived.
 AF0296
 AF0296_MARKER: DD = SURVEY DISK
 AF0296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0296_STAMPING: 10 KS BORE 1962
 AF0296_MARK LOGO: CGS
 AF0296_PROJECTION: FLUSH
 AF0296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0296+STABILITY: SURFACE MOTION
 AF0296
 AF0296  HISTORY     - Date     Condition        Report By
 AF0296  HISTORY     - 1962     MONUMENTED       CGS
 AF0296  HISTORY     - 1962     GOOD             CGS
 AF0296  HISTORY     - 19930824 MARK NOT FOUND   GEOBAS
 AF0296
 AF0296                          STATION DESCRIPTION
 AF0296
 AF0296'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0296'LOCATED 2.2 MILES SOUTH OF THE CENTRAL MISTRAM TRACKING SITE, 0.2
 AF0296'MILE SOUTH OF 10 KS SITE, 4 FEET NORTH OF A BORESIGHT TOWER THAT
 AF0296'SUPPORTS AN ANTENNA, 2.5 FEET SOUTH OF A CONCRETE BLOCK BUILDING
 AF0296'AND 2,002 SOUTH OF 10 KS PIER 2.
 AF0296'
 AF0296'A TRAVERSE CONNECTION WAS MADE TO 10 KS PIER 2 AND THE DISTANCE
 AF0296'IS 610.1362 METERS OR 2,001.76 FEET.  THE MARK IS A PLAIN BRASS
 AF0296'DISK SET IN A 10 X 10 INCH CONCRETE POST FLUSH WITH THE SURFACE AND
 AF0296'DIRECTLY UNDER A 6 FOOT DISH ANTENNA MOUNTED AT THE 100 FOOT LEVEL
 AF0296'OF THE TOWER WITH A K AND E TARGET GLUED TO THE BOTTOM OF THE
 AF0296'WINDOW FRAME OF THE WAVE GUIDE EXTENDING THROUGH THE CENTER OF THE
 AF0296'DISK ANTENNA.  THE DISK IS STAMPED 10 KS BORE 1962.
 AF0296
 AF0296                          STATION RECOVERY (1962)
 AF0296
 AF0296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 AF0296'RECOVERED IN GOOD CONDITION.
 AF0296
 AF0296                          STATION RECOVERY (1993)
 AF0296
 AF0296'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993
 AF0296'NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0297 ***********************************************************************
 AF0297  DESIGNATION -  10KS PIER 2 1962
 AF0297  PID         -  AF0297
 AF0297  STATE/COUNTY-  FL/BREVARD
 AF0297  COUNTRY     -  US
 AF0297  USGS QUAD   -  GRANT (2018)
 AF0297
 AF0297                         *CURRENT SURVEY CONTROL
 AF0297  ______________________________________________________________________
 AF0297* NAD 83(1990) POSITION- 27 55 49.76334(N) 080 32 54.11332(W)   ADJUSTED
 AF0297* NAVD 88 ORTHO HEIGHT -     8.12  (+/-2cm)       26.6   (feet) VERTCON3
 AF0297  ______________________________________________________________________
 AF0297  GEOID HEIGHT    -        -28.022 (meters)                     GEOID18
 AF0297  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 AF0297  HORZ ORDER      -  SECOND
 AF0297  VERT ORDER      -  THIRD ? (See Below)
 AF0297
 AF0297.The horizontal coordinates were established by classical geodetic methods
 AF0297.and adjusted by the National Geodetic Survey in May 1991.
 AF0297
 AF0297.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0297
 AF0297.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0297.GEOID18 height accuracy estimate available here.
 AF0297
 AF0297.The vertical order pertains to the NGVD 29 superseded value.
 AF0297
 AF0297.Click photographs - Photos may exist for this station.
 AF0297
 AF0297.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0297
 AF0297. The following values were computed from the NAD 83(1990) position.
 AF0297
 AF0297;                    North         East     Units Scale Factor Converg.
 AF0297;SPC FL E     -   398,588.457   244,449.800   MT  0.99996555   +0 12 41.6
 AF0297;SPC FL E     - 1,307,702.30    801,999.05   sFT  0.99996555   +0 12 41.6
 AF0297;UTM  17      - 3,089,584.442   544,434.634   MT  0.99962437   +0 12 41.6
 AF0297
 AF0297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0297!SPC FL E     -   1.00000313  x   0.99996555  =   0.99996868
 AF0297!UTM  17      -   1.00000313  x   0.99962437  =   0.99962749
 AF0297
 AF0297:                Primary Azimuth Mark                     Grid Az
 AF0297:SPC FL E     -  CENTRAL PIER 2 1962                      341 55 17.4
 AF0297:UTM  17      -  CENTRAL PIER 2 1962                      341 55 17.4
 AF0297
 AF0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4443489584(NAD 83)
 AF0297
 AF0297|---------------------------------------------------------------------|
 AF0297| PID    Reference Object                     Distance      Geod. Az  |
 AF0297|                                                           dddmmss.s |
 AF0297| AF0296 10KS BORE                           APPROX. 0.6 KM 1665017.5 |
 AF0297| AF0298 10 KS PIER 3                         70.714 METERS 20708     |
 AF0297| AF0301 10KS PIER 4 1962                    100.003 METERS 25208     |
 AF0297| AF0299 10K SOUTH PMSS BM 1962               50.003 METERS 25208     |
 AF0297| AF0300 10 KS PIER 1                         70.712 METERS 29708     |
 AF0297| AF0305 CENTRAL PIER 2 1962                 APPROX. 3.1 KM 3420759.0 |
 AF0297|---------------------------------------------------------------------|
 AF0297
 AF0297                          SUPERSEDED SURVEY CONTROL
 AF0297
 AF0297  NAD 83(1986)-  27 55 49.76838(N)    080 32 54.12855(W) AD(       ) 2
 AF0297  NAD 27      -  27 55 48.69223(N)    080 32 54.93603(W) AD(       ) 2
 AF0297  NGVD 29               8.55   (m)           28.1    (f) LEVELING    3  
 AF0297
 AF0297.Superseded values are not recommended for survey control.
 AF0297
 AF0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0297.See file dsdata.pdf to determine how the superseded data were derived.
 AF0297
 AF0297_MARKER: Z = SEE DESCRIPTION
 AF0297_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF0297_MAGNETIC: P = MARKER IS A STEEL PIPE
 AF0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF0297
 AF0297  HISTORY     - Date     Condition        Report By
 AF0297  HISTORY     - 1962     MONUMENTED       CGS
 AF0297
 AF0297                          STATION DESCRIPTION
 AF0297
 AF0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0297'LOCATED AT THE MISTRAM TRACKING SITE, 2 MILES SOUTH OF THE VALKARIA
 AF0297'AIRPORT AND IN AN ANTENNA BUILDING ABOUT 2 MILES SOUTH OF THE
 AF0297'MISTRAM CENTRAL CONTROL BUILDING.  THE MARK IS A 12 INCH STEEL
 AF0297'PIPE 30 FEET LONG, DRIVEN INTO THE GROUND APPROXIMATELY 25 FEET
 AF0297'AND FILLED WITH CONCRETE.  THE MARK IS IN A SMALL BUILDING CALLED
 AF0297'A THEODOLITE BUILDING.  THE MARK PROJECTS APPROXIMATELY 5 FEET
 AF0297'ABOVE THE SURFACE AND IS INSULATED.  AN ADJUSTABLE TRIBRACH BOLTED
 AF0297'A-TOP OF THE PIER OR MARK AND A K AND E GLASS TARGET MOUNTED IN
 AF0297'THE CENTER OF THE TRIBRACH THAT MARKS THE STATION.
 AF0297'
 AF0297'10 KS BORE IS 4 FEET NORTH OF A BORESIGHT TOWER THAT SUPPORTS AN
 AF0297'ANTENNA AND 2.5 FEET SOUTH OF A CONCRETE BLOCK BUILDING.  THE MARK
 AF0297'IS A 10 X 10 INCH CONCRETE POST, SET FLUSH WITH THE SURFACE WITH A
 AF0297'SMOOTH BRASS DISK SET FLUSH AND STAMPED 10 KS BORE 1962.
 AF0297'
 AF0297'TRAVERSE CONNECTIONS WERE MADE AS SHOWN.
 AF0297'
 AF0297'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0301 ***********************************************************************
 AF0301  DESIGNATION -  10KS PIER 4 1962
 AF0301  PID         -  AF0301
 AF0301  STATE/COUNTY-  FL/BREVARD
 AF0301  COUNTRY     -  US
 AF0301  USGS QUAD   -  GRANT (2018)
 AF0301
 AF0301                         *CURRENT SURVEY CONTROL
 AF0301  ______________________________________________________________________
 AF0301* NAD 83(1990) POSITION- 27 55 48.76657(N) 080 32 57.59460(W)   ADJUSTED
 AF0301* NAVD 88 ORTHO HEIGHT -     8.12  (+/-2cm)       26.6   (feet) VERTCON3
 AF0301  ______________________________________________________________________
 AF0301  GEOID HEIGHT    -        -28.020 (meters)                     GEOID18
 AF0301  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 AF0301  HORZ ORDER      -  SECOND
 AF0301  VERT ORDER      -  THIRD ? (See Below)
 AF0301
 AF0301.The horizontal coordinates were established by classical geodetic methods
 AF0301.and adjusted by the National Geodetic Survey in May 1991.
 AF0301
 AF0301.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0301
 AF0301.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0301.GEOID18 height accuracy estimate available here.
 AF0301
 AF0301.The vertical order pertains to the NGVD 29 superseded value.
 AF0301
 AF0301.Click photographs - Photos may exist for this station.
 AF0301
 AF0301.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0301
 AF0301. The following values were computed from the NAD 83(1990) position.
 AF0301
 AF0301;                    North         East     Units Scale Factor Converg.
 AF0301;SPC FL E     -   398,557.424   244,354.738   MT  0.99996545   +0 12 39.9
 AF0301;SPC FL E     - 1,307,600.48    801,687.17   sFT  0.99996545   +0 12 39.9
 AF0301;UTM  17      - 3,089,553.419   544,339.604   MT  0.99962427   +0 12 39.9
 AF0301
 AF0301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0301!SPC FL E     -   1.00000313  x   0.99996545  =   0.99996858
 AF0301!UTM  17      -   1.00000313  x   0.99962427  =   0.99962739
 AF0301
 AF0301:                Primary Azimuth Mark                     Grid Az
 AF0301:SPC FL E     -  CENTRAL PIER 2 1962                      343 47 58.0
 AF0301:UTM  17      -  CENTRAL PIER 2 1962                      343 47 58.0
 AF0301
 AF0301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4433989553(NAD 83)
 AF0301
 AF0301|---------------------------------------------------------------------|
 AF0301| PID    Reference Object                     Distance      Geod. Az  |
 AF0301|                                                           dddmmss.s |
 AF0301| AF0300 10 KS PIER 1                         70.710 METERS 02708     |
 AF0301| AF0299 10K SOUTH PMSS BM 1962               50.000 METERS 07208     |
 AF0301| AF0297 10KS PIER 2 1962                    100.003 METERS 07208     |
 AF0301| AF0298 10 KS PIER 3                         70.710 METERS 11708     |
 AF0301| AF0296 10KS BORE                           APPROX. 0.6 KM 1572610.5 |
 AF0301| AF0305 CENTRAL PIER 2 1962                 APPROX. 3.1 KM 3440037.9 |
 AF0301|---------------------------------------------------------------------|
 AF0301
 AF0301                          SUPERSEDED SURVEY CONTROL
 AF0301
 AF0301  NAD 83(1986)-  27 55 48.77160(N)    080 32 57.60987(W) AD(       ) 2
 AF0301  NAD 27      -  27 55 47.69541(N)    080 32 58.41721(W) AD(       ) 2
 AF0301  NGVD 29               8.55   (m)           28.1    (f) LEVELING    3  
 AF0301
 AF0301.Superseded values are not recommended for survey control.
 AF0301
 AF0301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0301.See file dsdata.pdf to determine how the superseded data were derived.
 AF0301
 AF0301_MARKER: Z = SEE DESCRIPTION
 AF0301_SETTING: 0 = UNSPECIFIED SETTING
 AF0301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0301
 AF0301  HISTORY     - Date     Condition        Report By
 AF0301  HISTORY     - 1962     MONUMENTED       CGS
 AF0301
 AF0301                          STATION DESCRIPTION
 AF0301
 AF0301'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0301'SEE STATION 10 K SOUTH PMSS BM
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0319 ***********************************************************************
 AF0319  DESIGNATION -  10KW BORE 1962
 AF0319  PID         -  AF0319
 AF0319  STATE/COUNTY-  FL/BREVARD
 AF0319  COUNTRY     -  US
 AF0319  USGS QUAD   -  GRANT (2018)
 AF0319
 AF0319                         *CURRENT SURVEY CONTROL
 AF0319  ______________________________________________________________________
 AF0319* NAD 83(1990) POSITION- 27 56 52.49727(N) 080 35 18.49812(W)   ADJUSTED
 AF0319* NAVD 88 ORTHO HEIGHT -     7.30  (+/-2cm)       24.0   (feet) VERTCON3
 AF0319  ______________________________________________________________________
 AF0319  GEOID HEIGHT    -        -27.996 (meters)                     GEOID18
 AF0319  LAPLACE CORR    -         -1.55  (seconds)                    DEFLEC18
 AF0319  HORZ ORDER      -  SECOND
 AF0319  VERT ORDER      -  THIRD ? (See Below)
 AF0319
 AF0319.The horizontal coordinates were established by classical geodetic methods
 AF0319.and adjusted by the National Geodetic Survey in May 1991.
 AF0319
 AF0319.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0319
 AF0319.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0319.GEOID18 height accuracy estimate available here.
 AF0319
 AF0319.The vertical order pertains to the NGVD 29 superseded value.
 AF0319
 AF0319.Click photographs - Photos may exist for this station.
 AF0319
 AF0319.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0319
 AF0319. The following values were computed from the NAD 83(1990) position.
 AF0319
 AF0319;                    North         East     Units Scale Factor Converg.
 AF0319;SPC FL E     -   400,505.577   240,495.953   MT  0.99996141   +0 11 34.3
 AF0319;SPC FL E     - 1,313,992.05    789,027.14   sFT  0.99996141   +0 11 34.3
 AF0319;UTM  17      - 3,091,500.908   540,482.136   MT  0.99962023   +0 11 34.3
 AF0319
 AF0319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0319!SPC FL E     -   1.00000325  x   0.99996141  =   0.99996466
 AF0319!UTM  17      -   1.00000325  x   0.99962023  =   0.99962348
 AF0319
 AF0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4048291500(NAD 83)
 AF0319
 AF0319                          SUPERSEDED SURVEY CONTROL
 AF0319
 AF0319  NAD 83(1986)-  27 56 52.50251(N)    080 35 18.51281(W) AD(       ) 2
 AF0319  NAD 27      -  27 56 51.42759(N)    080 35 19.31740(W) AD(       ) 2
 AF0319  NGVD 29               7.72   (m)           25.3    (f) LEVELING    3  
 AF0319
 AF0319.Superseded values are not recommended for survey control.
 AF0319
 AF0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0319.See file dsdata.pdf to determine how the superseded data were derived.
 AF0319
 AF0319_MARKER: DD = SURVEY DISK
 AF0319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF0319_MARK LOGO: CGS
 AF0319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF0319+STABILITY: SURFACE MOTION
 AF0319
 AF0319  HISTORY     - Date     Condition        Report By
 AF0319  HISTORY     - 1962     MONUMENTED       CGS
 AF0319  HISTORY     - 1962     GOOD             CGS
 AF0319  HISTORY     - 19930824 MARK NOT FOUND   GEOBAS
 AF0319
 AF0319                          STATION DESCRIPTION
 AF0319
 AF0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0319'LOCATED 2.2 MILES WEST OF THE CENTRAL MISTRAM TRACKING SITE AND
 AF0319'0.2 MILE WEST OF 10 K W SITE, 4.5 FEET EAST OF A BORESIGHT TOWER
 AF0319'SUPPORTING AN ANTENNA, 1 FOOT WEST OF A CONCRETE BLOCK BUILDING
 AF0319'AND 1,205 FEET WEST OF 10 KW PIER 3.
 AF0319'
 AF0319'A TRAVERSE CONNECTION WAS MADE TO 10 KW PIER 3 AND THE DISTANCE IS
 AF0319'367.3327 METERS OR 1,205.16 FEET.  THE MARK IS A PLAIN BRASS DISK
 AF0319'SET IN A 10 X 10 INCH CONCRETE POST FLUSH WITH THE SURFACE AND SET
 AF0319'DIRECTLY UNDER A 6 FOOT DISH ANTENNA MOUNTED AT THE 100 FOOT LEVEL
 AF0319'OF THE BORESIGHT TOWER WITH A K AND E TARGET GLUED TO THE BOTTOM
 AF0319'OF THE WINDOW FRAME OF THE WAVE GUIDE EXTENDING THROUGH THE CENTER
 AF0319'OF THE DISH ANTENNA.  THE DISK IS STAMPED 10 KW BORE 1962.
 AF0319
 AF0319                          STATION RECOVERY (1962)
 AF0319
 AF0319'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 AF0319'RECOVERED IN GOOD CONDITION.
 AF0319
 AF0319                          STATION RECOVERY (1993)
 AF0319
 AF0319'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1993
 AF0319'NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0317 ***********************************************************************
 AF0317  DESIGNATION -  10KW PIER 1 1962
 AF0317  PID         -  AF0317
 AF0317  STATE/COUNTY-  FL/BREVARD
 AF0317  COUNTRY     -  US
 AF0317  USGS QUAD   -  GRANT (2018)
 AF0317
 AF0317                         *CURRENT SURVEY CONTROL
 AF0317  ______________________________________________________________________
 AF0317* NAD 83(1990) POSITION- 27 56 57.68192(N) 080 35 06.39236(W)   ADJUSTED
 AF0317* NAVD 88 ORTHO HEIGHT -     8.15  (+/-2cm)       26.7   (feet) VERTCON3
 AF0317  ______________________________________________________________________
 AF0317  GEOID HEIGHT    -        -28.004 (meters)                     GEOID18
 AF0317  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 AF0317  HORZ ORDER      -  SECOND
 AF0317  VERT ORDER      -  THIRD ? (See Below)
 AF0317
 AF0317.The horizontal coordinates were established by classical geodetic methods
 AF0317.and adjusted by the National Geodetic Survey in May 1991.
 AF0317
 AF0317.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0317
 AF0317.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0317.GEOID18 height accuracy estimate available here.
 AF0317
 AF0317.The vertical order pertains to the NGVD 29 superseded value.
 AF0317
 AF0317.Click photographs - Photos may exist for this station.
 AF0317
 AF0317.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0317
 AF0317. The following values were computed from the NAD 83(1990) position.
 AF0317
 AF0317;                    North         East     Units Scale Factor Converg.
 AF0317;SPC FL E     -   400,666.287   240,826.318   MT  0.99996174   +0 11 40.1
 AF0317;SPC FL E     - 1,314,519.31    790,111.01   sFT  0.99996174   +0 11 40.1
 AF0317;UTM  17      - 3,091,661.563   540,812.388   MT  0.99962056   +0 11 40.1
 AF0317
 AF0317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0317!SPC FL E     -   1.00000312  x   0.99996174  =   0.99996486
 AF0317!UTM  17      -   1.00000312  x   0.99962056  =   0.99962368
 AF0317
 AF0317:                Primary Azimuth Mark                     Grid Az
 AF0317:SPC FL E     -  CENTRAL PIER 2 1962                      072 56 25.5
 AF0317:UTM  17      -  CENTRAL PIER 2 1962                      072 56 25.5
 AF0317
 AF0317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4081291661(NAD 83)
 AF0317
 AF0317|---------------------------------------------------------------------|
 AF0317| PID    Reference Object                     Distance      Geod. Az  |
 AF0317|                                                           dddmmss.s |
 AF0317| AF0305 CENTRAL PIER 2 1962                 APPROX. 2.8 KM 0730805.6 |
 AF0317| AF0314 10KW PIER 2 1962                     70.713 METERS 11707     |
 AF0317| AF0316 10K WEST PMSS BM 1962                50.003 METERS 16207     |
 AF0317| AF0315 10KW PIER 3 1962                    100.004 METERS 16207     |
 AF0317| AF0318 10KW PIER 4 1962                     70.714 METERS 20707     |
 AF0317| AF0319 10KW BORE 1962                      367.395 METERS 24415     |
 AF0317|---------------------------------------------------------------------|
 AF0317
 AF0317                          SUPERSEDED SURVEY CONTROL
 AF0317
 AF0317  NAD 83(1986)-  27 56 57.68699(N)    080 35 06.40744(W) AD(       ) 2
 AF0317  NAD 27      -  27 56 56.61248(N)    080 35 07.21191(W) AD(       ) 2
 AF0317  NGVD 29               8.57   (m)           28.1    (f) LEVELING    3  
 AF0317
 AF0317.Superseded values are not recommended for survey control.
 AF0317
 AF0317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0317.See file dsdata.pdf to determine how the superseded data were derived.
 AF0317
 AF0317_MARKER: Z = SEE DESCRIPTION
 AF0317_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF0317_MAGNETIC: P = MARKER IS A STEEL PIPE
 AF0317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF0317
 AF0317  HISTORY     - Date     Condition        Report By
 AF0317  HISTORY     - 1962     MONUMENTED       CGS
 AF0317
 AF0317                          STATION DESCRIPTION
 AF0317
 AF0317'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0317'LOCATED AT THE MISTRAM TRACKING SITE, 2 MILES WEST OF THE VALKARIA
 AF0317'AIRPORT AND IN AN ANTENNA BUILDING ABOUT 2 MILES WEST OF THE MISTRAM
 AF0317'CENTRAL CONTROL BUILDING.  THE MARK IS A ROUND CONCRETE PIER THAT
 AF0317'PROJECTS ABOUT 3 FEET AND AN ADJUSTABLE TRIBRACH BOLTED A-TOP THE
 AF0317'PIER WITH A K AND E TARGET MOUNTED IN THE CENTER MARKS THE
 AF0317'STATION.
 AF0317'
 AF0317'THEODOLITE PIERS 1, 2, 3, AND 4 WERE SET APPROXIMATELY 50 METERS
 AF0317'FROM THE 10 KW PIER, PIERS 2 AND 4 WERE SET ON THE WEST BASELINE
 AF0317'AND PIERS 1 AND 3 ARE IN OPPOSITE DIRECTIONS.  THE PIERS ARE A 12
 AF0317'INCH STEEL PIPE 30 FEET LONG, DRIVEN INTO THE GROUND APPROXIMATELY
 AF0317'25 FEET AND FILLED WITH CONCRETE, A SMALL BUILDING HAS BEEN BUILT
 AF0317'OVER EACH PIER.  THE PIERS PROJECT APPROXIMATELY 5 FEET ABOVE
 AF0317'THE SURFACE AND ARE INSULATED.  AN ADJUSTABLE TRIBRACH BOLTED
 AF0317'A-TOP OF EACH PIER AND A K AND E GLASS TARGET MOUNTED IN THE
 AF0317'CENTER OF EACH TRIBRACH MARKS THE STATIONS.  A TRAVERSE
 AF0317'CONNECTION WAS MADE TO THE PIERS AS SHOWN.
 AF0317'
 AF0317'HEIGHT OF LIGHT ABOVE STATION MARK 0.91 METER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0314 ***********************************************************************
 AF0314  DESIGNATION -  10KW PIER 2 1962
 AF0314  PID         -  AF0314
 AF0314  STATE/COUNTY-  FL/BREVARD
 AF0314  COUNTRY     -  US
 AF0314  USGS QUAD   -  GRANT (2018)
 AF0314
 AF0314                         *CURRENT SURVEY CONTROL
 AF0314  ______________________________________________________________________
 AF0314* NAD 83(1990) POSITION- 27 56 56.63494(N) 080 35 04.08981(W)   ADJUSTED
 AF0314* NAVD 88 ORTHO HEIGHT -     8.15  (+/-2cm)       26.7   (feet) VERTCON3
 AF0314  ______________________________________________________________________
 AF0314  GEOID HEIGHT    -        -28.004 (meters)                     GEOID18
 AF0314  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 AF0314  HORZ ORDER      -  SECOND
 AF0314  VERT ORDER      -  THIRD ? (See Below)
 AF0314
 AF0314.The horizontal coordinates were established by classical geodetic methods
 AF0314.and adjusted by the National Geodetic Survey in May 1991.
 AF0314
 AF0314.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0314
 AF0314.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0314.GEOID18 height accuracy estimate available here.
 AF0314
 AF0314.The vertical order pertains to the NGVD 29 superseded value.
 AF0314
 AF0314.Click photographs - Photos may exist for this station.
 AF0314
 AF0314.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0314
 AF0314. The following values were computed from the NAD 83(1990) position.
 AF0314
 AF0314;                    North         East     Units Scale Factor Converg.
 AF0314;SPC FL E     -   400,634.273   240,889.366   MT  0.99996181   +0 11 41.1
 AF0314;SPC FL E     - 1,314,414.28    790,317.86   sFT  0.99996181   +0 11 41.1
 AF0314;UTM  17      - 3,091,629.560   540,875.415   MT  0.99962062   +0 11 41.1
 AF0314
 AF0314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0314!SPC FL E     -   1.00000312  x   0.99996181  =   0.99996493
 AF0314!UTM  17      -   1.00000312  x   0.99962062  =   0.99962374
 AF0314
 AF0314:                Primary Azimuth Mark                     Grid Az
 AF0314:SPC FL E     -  CENTRAL PMSS BM 1962                     071 55 02.1
 AF0314:UTM  17      -  CENTRAL PMSS BM 1962                     071 55 02.1
 AF0314
 AF0314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4087591629(NAD 83)
 AF0314
 AF0314|---------------------------------------------------------------------|
 AF0314| PID    Reference Object                     Distance      Geod. Az  |
 AF0314|                                                           dddmmss.s |
 AF0314| AF0308 CENTRAL PMSS BM 1962                APPROX. 2.7 KM 0720643.2 |
 AF0314| AF0315 10KW PIER 3 1962                     70.710 METERS 20707     |
 AF0314| AF0316 10K WEST PMSS BM 1962                50.001 METERS 25207     |
 AF0314| AF0318 10KW PIER 4 1962                    100.002 METERS 25207     |
 AF0314| AF0317 10KW PIER 1 1962                     70.713 METERS 29707     |
 AF0314|---------------------------------------------------------------------|
 AF0314
 AF0314                          SUPERSEDED SURVEY CONTROL
 AF0314
 AF0314  NAD 83(1986)-  27 56 56.64004(N)    080 35 04.10496(W) AD(       ) 2
 AF0314  NAD 27      -  27 56 55.56549(N)    080 35 04.90943(W) AD(       ) 2
 AF0314  NGVD 29               8.57   (m)           28.1    (f) LEVELING    3  
 AF0314
 AF0314.Superseded values are not recommended for survey control.
 AF0314
 AF0314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0314.See file dsdata.pdf to determine how the superseded data were derived.
 AF0314
 AF0314_MARKER: Z = SEE DESCRIPTION
 AF0314_SETTING: 0 = UNSPECIFIED SETTING
 AF0314_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0314
 AF0314  HISTORY     - Date     Condition        Report By
 AF0314  HISTORY     - 1962     MONUMENTED       CGS
 AF0314
 AF0314                          STATION DESCRIPTION
 AF0314
 AF0314'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0314'SEE STATION 10 K WEST PMSS BM
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0315 ***********************************************************************
 AF0315  DESIGNATION -  10KW PIER 3 1962
 AF0315  PID         -  AF0315
 AF0315  STATE/COUNTY-  FL/BREVARD
 AF0315  COUNTRY     -  US
 AF0315  USGS QUAD   -  GRANT (2018)
 AF0315
 AF0315                         *CURRENT SURVEY CONTROL
 AF0315  ______________________________________________________________________
 AF0315* NAD 83(1990) POSITION- 27 56 54.59028(N) 080 35 05.26867(W)   ADJUSTED
 AF0315* NAVD 88 ORTHO HEIGHT -     8.16  (+/-2cm)       26.8   (feet) VERTCON3
 AF0315  ______________________________________________________________________
 AF0315  GEOID HEIGHT    -        -28.003 (meters)                     GEOID18
 AF0315  LAPLACE CORR    -         -1.57  (seconds)                    DEFLEC18
 AF0315  HORZ ORDER      -  SECOND
 AF0315  VERT ORDER      -  THIRD ? (See Below)
 AF0315
 AF0315.The horizontal coordinates were established by classical geodetic methods
 AF0315.and adjusted by the National Geodetic Survey in May 1991.
 AF0315
 AF0315.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0315
 AF0315.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0315.GEOID18 height accuracy estimate available here.
 AF0315
 AF0315.The vertical order pertains to the NGVD 29 superseded value.
 AF0315
 AF0315.Click photographs - Photos may exist for this station.
 AF0315
 AF0315.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0315
 AF0315. The following values were computed from the NAD 83(1990) position.
 AF0315
 AF0315;                    North         East     Units Scale Factor Converg.
 AF0315;SPC FL E     -   400,571.226   240,857.357   MT  0.99996177   +0 11 40.6
 AF0315;SPC FL E     - 1,314,207.43    790,212.85   sFT  0.99996177   +0 11 40.6
 AF0315;UTM  17      - 3,091,566.534   540,843.416   MT  0.99962059   +0 11 40.6
 AF0315
 AF0315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0315!SPC FL E     -   1.00000312  x   0.99996177  =   0.99996489
 AF0315!UTM  17      -   1.00000312  x   0.99962059  =   0.99962371
 AF0315
 AF0315:                Primary Azimuth Mark                     Grid Az
 AF0315:SPC FL E     -  CENTRAL PIER 2 1962                      070 53 39.2
 AF0315:UTM  17      -  CENTRAL PIER 2 1962                      070 53 39.2
 AF0315
 AF0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4084391566(NAD 83)
 AF0315
 AF0315|---------------------------------------------------------------------|
 AF0315| PID    Reference Object                     Distance      Geod. Az  |
 AF0315|                                                           dddmmss.s |
 AF0315| AF0314 10KW PIER 2 1962                     70.710 METERS 02707     |
 AF0315| AF0305 CENTRAL PIER 2 1962                 APPROX. 2.8 KM 0710519.8 |
 AF0315| AF0319 10KW BORE 1962                      367.332 METERS 25954     |
 AF0315| AF0318 10KW PIER 4 1962                     70.714 METERS 29707     |
 AF0315| AF0317 10KW PIER 1 1962                    100.004 METERS 34207     |
 AF0315| AF0316 10K WEST PMSS BM 1962                50.001 METERS 34207     |
 AF0315|---------------------------------------------------------------------|
 AF0315
 AF0315                          SUPERSEDED SURVEY CONTROL
 AF0315
 AF0315  NAD 83(1986)-  27 56 54.59543(N)    080 35 05.28378(W) AD(       ) 2
 AF0315  NAD 27      -  27 56 53.52076(N)    080 35 06.08823(W) AD(       ) 2
 AF0315  NGVD 29               8.58   (m)           28.1    (f) LEVELING    3  
 AF0315
 AF0315.Superseded values are not recommended for survey control.
 AF0315
 AF0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0315.See file dsdata.pdf to determine how the superseded data were derived.
 AF0315
 AF0315_MARKER: Z = SEE DESCRIPTION
 AF0315_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF0315_MAGNETIC: P = MARKER IS A STEEL PIPE
 AF0315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF0315
 AF0315  HISTORY     - Date     Condition        Report By
 AF0315  HISTORY     - 1962     MONUMENTED       CGS
 AF0315
 AF0315                          STATION DESCRIPTION
 AF0315
 AF0315'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0315'LOCATED AT THE MISTRAM TRACKING SITE, 2 MILES WEST OF THE VALKARIA
 AF0315'AIRPORT AND IN A THEODOLITE BUILDING ABOUT 2 MILES WEST OF THE
 AF0315'MISTRAM CENTRAL CONTROL BUILDING.  THE PIER OR MARK IS A 12 INCH
 AF0315'STEEL PIPE 30 FEET LONG, DRIVEN INTO THE GROUND APPROXIMATELY 25
 AF0315'FEET, FILLED WITH CONCRETE, PROJECTS APPROXIMATELY 5 FEET ABOVE
 AF0315'THE SURFACE AND IS INSULATED.  AN ADJUSTABLE TRIBRACH BOLTED A-TOP
 AF0315'THE PIER AND A K AND E GLASS TARGET MOUNTED IN THE CENTER OF THE
 AF0315'TRIBRACH THAT MARKS THE STATION.
 AF0315'
 AF0315'10 KW BORE IS 4.5 FEET EAST OF A BORESIGHT TOWER AND 12 INCHES
 AF0315'WEST OF A CONCRETE BLOCK BUILDING.  THE MARK IS 10 X 10 INCH
 AF0315'CONCRETE POST, FLUSH WITH THE SURFACE WITH A SMOOTH BRASS DISK SET
 AF0315'FLUSH AND STAMPED 10 KW BORE 1962.
 AF0315'
 AF0315'TRAVERSE CONNECTIONS WERE MADE AS SHOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0318 ***********************************************************************
 AF0318  DESIGNATION -  10KW PIER 4 1962
 AF0318  PID         -  AF0318
 AF0318  STATE/COUNTY-  FL/BREVARD
 AF0318  COUNTRY     -  US
 AF0318  USGS QUAD   -  GRANT (2018)
 AF0318
 AF0318                         *CURRENT SURVEY CONTROL
 AF0318  ______________________________________________________________________
 AF0318* NAD 83(1990) POSITION- 27 56 55.63715(N) 080 35 07.57129(W)   ADJUSTED
 AF0318* NAVD 88 ORTHO HEIGHT -     8.15  (+/-2cm)       26.7   (feet) VERTCON3
 AF0318  ______________________________________________________________________
 AF0318  GEOID HEIGHT    -        -28.002 (meters)                     GEOID18
 AF0318  LAPLACE CORR    -         -1.56  (seconds)                    DEFLEC18
 AF0318  HORZ ORDER      -  SECOND
 AF0318  VERT ORDER      -  THIRD ? (See Below)
 AF0318
 AF0318.The horizontal coordinates were established by classical geodetic methods
 AF0318.and adjusted by the National Geodetic Survey in May 1991.
 AF0318
 AF0318.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0318
 AF0318.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0318.GEOID18 height accuracy estimate available here.
 AF0318
 AF0318.The vertical order pertains to the NGVD 29 superseded value.
 AF0318
 AF0318.Click photographs - Photos may exist for this station.
 AF0318
 AF0318.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0318
 AF0318. The following values were computed from the NAD 83(1990) position.
 AF0318
 AF0318;                    North         East     Units Scale Factor Converg.
 AF0318;SPC FL E     -   400,603.237   240,794.306   MT  0.99996171   +0 11 39.5
 AF0318;SPC FL E     - 1,314,312.45    790,005.99   sFT  0.99996171   +0 11 39.5
 AF0318;UTM  17      - 3,091,598.534   540,780.387   MT  0.99962053   +0 11 39.5
 AF0318
 AF0318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0318!SPC FL E     -   1.00000312  x   0.99996171  =   0.99996483
 AF0318!UTM  17      -   1.00000312  x   0.99962053  =   0.99962365
 AF0318
 AF0318:                Primary Azimuth Mark                     Grid Az
 AF0318:SPC FL E     -  CENTRAL PMSS BM 1962                     071 55 02.2
 AF0318:UTM  17      -  CENTRAL PMSS BM 1962                     071 55 02.2
 AF0318
 AF0318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4078091598(NAD 83)
 AF0318
 AF0318|---------------------------------------------------------------------|
 AF0318| PID    Reference Object                     Distance      Geod. Az  |
 AF0318|                                                           dddmmss.s |
 AF0318| AF0317 10KW PIER 1 1962                     70.714 METERS 02707     |
 AF0318| AF0308 CENTRAL PMSS BM 1962                APPROX. 2.8 KM 0720641.7 |
 AF0318| AF0314 10KW PIER 2 1962                    100.002 METERS 07207     |
 AF0318| AF0316 10K WEST PMSS BM 1962                50.002 METERS 07207     |
 AF0318| AF0315 10KW PIER 3 1962                     70.714 METERS 11707     |
 AF0318|---------------------------------------------------------------------|
 AF0318
 AF0318                          SUPERSEDED SURVEY CONTROL
 AF0318
 AF0318  NAD 83(1986)-  27 56 55.64227(N)    080 35 07.58635(W) AD(       ) 2
 AF0318  NAD 27      -  27 56 54.56765(N)    080 35 08.39079(W) AD(       ) 2
 AF0318  NGVD 29               8.57   (m)           28.1    (f) LEVELING    3  
 AF0318
 AF0318.Superseded values are not recommended for survey control.
 AF0318
 AF0318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0318.See file dsdata.pdf to determine how the superseded data were derived.
 AF0318
 AF0318_MARKER: Z = SEE DESCRIPTION
 AF0318_SETTING: 0 = UNSPECIFIED SETTING
 AF0318_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0318
 AF0318  HISTORY     - Date     Condition        Report By
 AF0318  HISTORY     - 1962     MONUMENTED       CGS
 AF0318
 AF0318                          STATION DESCRIPTION
 AF0318
 AF0318'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0318'SEE STATION 10 K WEST PMSS BM
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0990 ***********************************************************************
 AQ0990  DESIGNATION -  11
 AQ0990  PID         -  AQ0990
 AQ0990  STATE/COUNTY-  FL/VOLUSIA
 AQ0990  COUNTRY     -  US
 AQ0990  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ0990
 AQ0990                         *CURRENT SURVEY CONTROL
 AQ0990  ______________________________________________________________________
 AQ0990* NAD 83(1986) POSITION- 29 24 31.     (N) 081 06 01.     (W)   SCALED
 AQ0990* NAVD 88 ORTHO HEIGHT -     1.140 (meters)        3.74  (feet) ADJUSTED
 AQ0990  ______________________________________________________________________
 AQ0990  GEOID HEIGHT    -        -28.603 (meters)                     GEOID18
 AQ0990  DYNAMIC HEIGHT  -          1.138 (meters)        3.73  (feet) COMP
 AQ0990  MODELED GRAVITY -    979,285.3   (mgal)                       NAVD 88
 AQ0990
 AQ0990  VERT ORDER      -  SECOND    CLASS 0
 AQ0990
 AQ0990.The horizontal coordinates were scaled from a map and have
 AQ0990.an estimated accuracy of +/- 6 seconds.
 AQ0990
 AQ0990.The orthometric height was determined by differential leveling and
 AQ0990.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0990.in June 1991.
 AQ0990
 AQ0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0990.GEOID18 height accuracy estimate available here.
 AQ0990
 AQ0990.Click photographs - Photos may exist for this station.
 AQ0990
 AQ0990.The dynamic height is computed by dividing the NAVD 88
 AQ0990.geopotential number by the normal gravity value computed on the
 AQ0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0990.degrees latitude (g = 980.6199 gals.).
 AQ0990
 AQ0990.The modeled gravity was interpolated from observed gravity values.
 AQ0990
 AQ0990;                    North         East    Units  Estimated Accuracy
 AQ0990;SPC FL E     -   562,320.      190,270.      MT  (+/- 180 meters Scaled)
 AQ0990
 AQ0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN902532(NAD 83)
 AQ0990
 AQ0990                          SUPERSEDED SURVEY CONTROL
 AQ0990
 AQ0990  NGVD 29 (??/??/92)    1.478  (m)            4.85   (f) ADJ UNCH    2 0
 AQ0990
 AQ0990.Superseded values are not recommended for survey control.
 AQ0990
 AQ0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0990.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0990
 AQ0990_MARKER: DD = SURVEY DISK
 AQ0990_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AQ0990_STAMPING: 11 IWL 1951 JACKSONVILLE
 AQ0990_MARK LOGO: USACE
 AQ0990_PROJECTION: PROJECTING 30 CENTIMETERS
 AQ0990_MAGNETIC: P = MARKER IS A STEEL PIPE
 AQ0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0990
 AQ0990  HISTORY     - Date     Condition        Report By
 AQ0990  HISTORY     - 1951     MONUMENTED       USACE
 AQ0990  HISTORY     - 1970     GOOD             NGS
 AQ0990  HISTORY     - 1983     POOR             NGS
 AQ0990  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ0990  HISTORY     - 19910314 MARK NOT FOUND   NGS
 AQ0990
 AQ0990                          STATION DESCRIPTION
 AQ0990
 AQ0990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AQ0990'5.8 MI S FROM FLAGLER BEACH.
 AQ0990'ABOUT 5.4 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AQ0990'OF STATE HIGHWAY 100 AT FLAGLER BEACH, THENCE 0.35 MILE WEST
 AQ0990'ALONG A BLACK TOPPED ROAD, IN SECTION 5, T 13 S, R 32 E, 182.7
 AQ0990'FEET NORTH OF THE NORTH END OF THE EAST ABUTMENT OF THE BRIDGE
 AQ0990'OVER THE INTRACOASTAL WATERWAY (KNOX MEMORIAL BRIDGE), 75 FEET
 AQ0990'SOUTH OF THE SOUTH BANK OF A SMALL INLET LEADING EAST FROM THE
 AQ0990'INTRACOASTAL WATERWAY, 29 FEET EAST OF THE HIGH WATER LINE OF
 AQ0990'THE INTRACOASTAL WATERWAY, ABOUT 12 FEET BELOW THE LEVEL OF THE
 AQ0990'HIGHWAY AND IS A USE DISK BRAZED ON THE TOP OF A 3-INCH PIPE
 AQ0990'WHICH PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND AND SET
 AQ0990'IN A MASS OF CONCRETE WHICH IS FLUSH WITH THE GROUND.
 AQ0990
 AQ0990                          STATION RECOVERY (1983)
 AQ0990
 AQ0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 AQ0990'WATERWAY HAS WASHED SOIL FROM BOTTOM OF MONUMENT.
 AQ0990
 AQ0990                          STATION RECOVERY (1990)
 AQ0990
 AQ0990'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0990'MARK NOT FOUND.
 AQ0990
 AQ0990                          STATION RECOVERY (1991)
 AQ0990
 AQ0990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0990'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7302 ***********************************************************************
 AL7302  DESIGNATION -  11 14
 AL7302  PID         -  AL7302
 AL7302  STATE/COUNTY-  FL/CITRUS
 AL7302  COUNTRY     -  US
 AL7302  USGS QUAD   -  HOMOSASSA (2018)
 AL7302
 AL7302                         *CURRENT SURVEY CONTROL
 AL7302  ______________________________________________________________________
 AL7302* NAD 83(1986) POSITION- 28 45 59.     (N) 082 33 11.     (W)   SCALED
 AL7302* NAVD 88 ORTHO HEIGHT -     3.103 (meters)       10.18  (feet) ADJUSTED
 AL7302  ______________________________________________________________________
 AL7302  GEOID HEIGHT    -        -27.028 (meters)                     GEOID18
 AL7302  DYNAMIC HEIGHT  -          3.099 (meters)       10.17  (feet) COMP
 AL7302  MODELED GRAVITY -    979,222.4   (mgal)                       NAVD 88
 AL7302
 AL7302  VERT ORDER      -  FIRST     CLASS II
 AL7302
 AL7302.The horizontal coordinates were scaled from a map and have
 AL7302.an estimated accuracy of +/- 6 seconds.
 AL7302
 AL7302.The orthometric height was determined by differential leveling and
 AL7302.adjusted by the NATIONAL GEODETIC SURVEY
 AL7302.in January 2006.
 AL7302
 AL7302.No vertical observational check was made to the station.
 AL7302
 AL7302.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7302.GEOID18 height accuracy estimate available here.
 AL7302
 AL7302.Click photographs - Photos may exist for this station.
 AL7302
 AL7302.The dynamic height is computed by dividing the NAVD 88
 AL7302.geopotential number by the normal gravity value computed on the
 AL7302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7302.degrees latitude (g = 980.6199 gals.).
 AL7302
 AL7302.The modeled gravity was interpolated from observed gravity values.
 AL7302
 AL7302;                    North         East    Units  Estimated Accuracy
 AL7302;SPC FL W     -   491,270.      145,990.      MT  (+/- 180 meters Scaled)
 AL7302
 AL7302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM483830(NAD 83)
 AL7302
 AL7302                          SUPERSEDED SURVEY CONTROL
 AL7302
 AL7302  NAVD 88 (??/??/92)    3.072  (m)           10.08   (f) SUPERSEDED  3 0
 AL7302
 AL7302.Superseded values are not recommended for survey control.
 AL7302
 AL7302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7302.See file dsdata.pdf to determine how the superseded data were derived.
 AL7302
 AL7302_MARKER: DB = BENCH MARK DISK
 AL7302_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7302_SP_SET: CULVERT HEADWALL
 AL7302_STAMPING: 11 14
 AL7302_MARK LOGO: FLSRD
 AL7302_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7302+STABILITY: SURFACE MOTION
 AL7302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7302+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2024
 AL7302
 AL7302  HISTORY     - Date     Condition        Report By
 AL7302  HISTORY     - 1977     MONUMENTED       FLSRD
 AL7302  HISTORY     - 1988     GOOD             USPSQD
 AL7302  HISTORY     - 19900226 GOOD             USPSQD
 AL7302  HISTORY     - 19910214 GOOD             USPSQD
 AL7302  HISTORY     - 19990414 GOOD             USPSQD
 AL7302  HISTORY     - 20040207 GOOD             FLDEP
 AL7302  HISTORY     - 20170928 GOOD             INDIV
 AL7302  HISTORY     - 20240304 GOOD             COFFIN
 AL7302
 AL7302                          STATION DESCRIPTION
 AL7302
 AL7302'DESCRIBED BY FLORIDA STATEROAD DEPARTMENT 1977
 AL7302'3.30 MI SSE FROM HOMOSASSA SPRINGS.
 AL7302'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND STATE ROAD
 AL7302'490 AT HOMOSASSA SPRINGS. PROCEED SOUTH SOUTHEAST ALONG U.S.
 AL7302'HIGHWAY 19/98 FOR 3.30 MILES TO THE MARK ON THE LEFT, WHICH BEARS
 AL7302'23 FEET EAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF U.S.
 AL7302'HIGHWAY 19/98, 51 FEET SOUTHWEST OF A POWER POLE, 9.5 FEET NORTH
 AL7302'OF THE SOUTH END OF A HEADWALL, 19.3 FEET SOUTH OF THE NORTH END
 AL7302'OF A HEADWALL.
 AL7302
 AL7302                          STATION RECOVERY (1988)
 AL7302
 AL7302'RECOVERY NOTE BY US POWER SQUADRON 1988 (GRP)
 AL7302'RECOVERED IN GOOD CONDITION.
 AL7302
 AL7302                          STATION RECOVERY (1990)
 AL7302
 AL7302'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7302'RECOVERED IN GOOD CONDITION.
 AL7302
 AL7302                          STATION RECOVERY (1991)
 AL7302
 AL7302'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7302'RECOVERED IN GOOD CONDITION.
 AL7302
 AL7302                          STATION RECOVERY (1999)
 AL7302
 AL7302'RECOVERY NOTE BY US POWER SQUADRON 1999
 AL7302'RECOVERED IN GOOD CONDITION.
 AL7302
 AL7302                          STATION RECOVERY (2004)
 AL7302
 AL7302'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AL7302'RECOVERED AS DESCRIBED.
 AL7302
 AL7302                          STATION RECOVERY (2017)
 AL7302
 AL7302'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2017
 AL7302'RECOVERED AS DESCRIBED
 AL7302
 AL7302                          STATION RECOVERY (2024)
 AL7302
 AL7302'RECOVERY NOTE BY COFFIN ENGINEERING AND SURVEYING 2024 (CC)
 AL7302'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7304 ***********************************************************************
 AL7304  DESIGNATION -  11 32
 AL7304  PID         -  AL7304
 AL7304  STATE/COUNTY-  FL/CITRUS
 AL7304  COUNTRY     -  US
 AL7304  USGS QUAD   -  CHASSAHOWITZKA (2018)
 AL7304
 AL7304                         *CURRENT SURVEY CONTROL
 AL7304  ______________________________________________________________________
 AL7304* NAD 83(1986) POSITION- 28 44 34.     (N) 082 33 09.     (W)   SCALED
 AL7304* NAVD 88 ORTHO HEIGHT -     3.125 (meters)       10.25  (feet) POSTED
 AL7304  ______________________________________________________________________
 AL7304  GEOID HEIGHT    -        -26.970 (meters)                     GEOID18
 AL7304  DYNAMIC HEIGHT  -          3.12  (meters)       10.2   (feet) COMP
 AL7304  MODELED GRAVITY -    979,221.8   (mgal)                       NAVD 88
 AL7304
 AL7304  VERT ORDER      -  * POSTED, SEE BELOW
 AL7304
 AL7304.The horizontal coordinates were scaled from a map and have
 AL7304.an estimated accuracy of +/- 6 seconds.
 AL7304
 AL7304.The orthometric height was determined by differential leveling
 AL7304.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AL7304
 AL7304.* This is a POSTED BENCH MARK height.
 AL7304
 AL7304.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7304.GEOID18 height accuracy estimate available here.
 AL7304
 AL7304.Click photographs - Photos may exist for this station.
 AL7304
 AL7304.The dynamic height is computed by dividing the NAVD 88
 AL7304.geopotential number by the normal gravity value computed on the
 AL7304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7304.degrees latitude (g = 980.6199 gals.).
 AL7304
 AL7304.The modeled gravity was interpolated from observed gravity values.
 AL7304
 AL7304;                    North         East    Units  Estimated Accuracy
 AL7304;SPC FL W     -   488,650.      146,040.      MT  (+/- 180 meters Scaled)
 AL7304
 AL7304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM484804(NAD 83)
 AL7304
 AL7304                          SUPERSEDED SURVEY CONTROL
 AL7304
 AL7304.No superseded survey control is available for this station.
 AL7304
 AL7304_MARKER: DB = BENCH MARK DISK
 AL7304_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL7304_SP_SET: CULVERT
 AL7304_STAMPING: 11 32
 AL7304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7304+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2014
 AL7304
 AL7304  HISTORY     - Date     Condition        Report By
 AL7304  HISTORY     - UNK      MONUMENTED       FLDT
 AL7304  HISTORY     - 1977     GOOD             FLDNR
 AL7304  HISTORY     - 19900226 GOOD             USPSQD
 AL7304  HISTORY     - 19910214 GOOD             USPSQD
 AL7304  HISTORY     - 19990414 GOOD             USPSQD
 AL7304  HISTORY     - 20040207 MARK NOT FOUND   FLDEP
 AL7304  HISTORY     - 20140212 GOOD             INDIV
 AL7304
 AL7304                          STATION DESCRIPTION
 AL7304
 AL7304'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7304'5 MI SSE FROM HOMOSASSA SPRINGS.
 AL7304'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND STATE ROAD
 AL7304'490 AT HOMOSASSA SPRINGS. PROCEED SOUTH SOUTHEAST ALONG U.S.
 AL7304'HIGHWAY 19/98 FOR 5 MILES TO THE MARK ON THE LEFT, WHICH BEARS 43
 AL7304'FEET EAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF U.S.
 AL7304'HIGHWAY 19/98, 28 FEET WEST OF A 3 BOART FENCE, 63 FEET NORTHWEST
 AL7304'OF A POWER POLE, 18.7 FEET SOUTH OF A NORTH END OF A CULVERT.
 AL7304
 AL7304                          STATION RECOVERY (1990)
 AL7304
 AL7304'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7304'RECOVERED IN GOOD CONDITION.
 AL7304
 AL7304                          STATION RECOVERY (1991)
 AL7304
 AL7304'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7304'RECOVERED IN GOOD CONDITION.
 AL7304
 AL7304                          STATION RECOVERY (1999)
 AL7304
 AL7304'RECOVERY NOTE BY US POWER SQUADRON 1999
 AL7304'RECOVERED IN GOOD CONDITION.
 AL7304
 AL7304                          STATION RECOVERY (2004)
 AL7304
 AL7304'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AL7304'THE MARK WAS NOT FOUND.
 AL7304
 AL7304                          STATION RECOVERY (2014)
 AL7304
 AL7304'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JWC)
 AL7304'MARK IS STAMPED S.R.D ELEV. 11.32
 AL7304'MARK FOUND IN HEADWALL. 18.7' SOUTH OF THE NORTH END OF HEADWALL.
 AL7304'32' NORTH OF LIGHT POLE NUMBER A-2-02.
 AL7304'22.50' EAST OF THE EDGE OF PAVEMENT FOR THE NORTH BOUND LANE OF US-19.
 AL7304'
 AL7304'450'+- SOUTH OF THE US-19 ENTRANCE TO SUGARMILL WOODS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7303 ***********************************************************************
 AL7303  DESIGNATION -  11 53
 AL7303  PID         -  AL7303
 AL7303  STATE/COUNTY-  FL/CITRUS
 AL7303  COUNTRY     -  US
 AL7303  USGS QUAD   -  HOMOSASSA (2018)
 AL7303
 AL7303                         *CURRENT SURVEY CONTROL
 AL7303  ______________________________________________________________________
 AL7303* NAD 83(1986) POSITION- 28 45 12.     (N) 082 33 10.     (W)   SCALED
 AL7303* NAVD 88 ORTHO HEIGHT -     3.193 (meters)       10.48  (feet) POSTED
 AL7303  ______________________________________________________________________
 AL7303  GEOID HEIGHT    -        -26.996 (meters)                     GEOID18
 AL7303  DYNAMIC HEIGHT  -          3.19  (meters)       10.5   (feet) COMP
 AL7303  MODELED GRAVITY -    979,222.2   (mgal)                       NAVD 88
 AL7303
 AL7303  VERT ORDER      -  * POSTED, SEE BELOW
 AL7303
 AL7303.The horizontal coordinates were scaled from a map and have
 AL7303.an estimated accuracy of +/- 6 seconds.
 AL7303
 AL7303.The orthometric height was determined by differential leveling
 AL7303.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AL7303
 AL7303.* This is a POSTED BENCH MARK height.
 AL7303
 AL7303.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7303.GEOID18 height accuracy estimate available here.
 AL7303
 AL7303.Click photographs - Photos may exist for this station.
 AL7303
 AL7303.The dynamic height is computed by dividing the NAVD 88
 AL7303.geopotential number by the normal gravity value computed on the
 AL7303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7303.degrees latitude (g = 980.6199 gals.).
 AL7303
 AL7303.The modeled gravity was interpolated from observed gravity values.
 AL7303
 AL7303;                    North         East    Units  Estimated Accuracy
 AL7303;SPC FL W     -   489,820.      146,010.      MT  (+/- 180 meters Scaled)
 AL7303
 AL7303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM483816(NAD 83)
 AL7303
 AL7303                          SUPERSEDED SURVEY CONTROL
 AL7303
 AL7303.No superseded survey control is available for this station.
 AL7303
 AL7303_MARKER: DB = BENCH MARK DISK
 AL7303_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL7303_SP_SET: CULVERT
 AL7303_STAMPING: 11 53
 AL7303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7303
 AL7303  HISTORY     - Date     Condition        Report By
 AL7303  HISTORY     - UNK      MONUMENTED       FLDT
 AL7303  HISTORY     - 1977     GOOD             FLDNR
 AL7303  HISTORY     - 1988     GOOD             USPSQD
 AL7303  HISTORY     - 19900226 GOOD             USPSQD
 AL7303  HISTORY     - 19910214 GOOD             USPSQD
 AL7303  HISTORY     - 19990414 GOOD             USPSQD
 AL7303  HISTORY     - 20040207 MARK NOT FOUND   FLDEP
 AL7303
 AL7303                          STATION DESCRIPTION
 AL7303
 AL7303'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7303'4.15 MI SSE FROM HOMOSASSA SPRINGS.
 AL7303'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND STATE ROAD
 AL7303'490 AT HOMOSASSA SPRINGS. PROCEED SOUTH SOUTHEAST ALONG U.S. HIGHWAY
 AL7303'19/98 FOR 4.15 MILES TO THE MARK ON THE LEFT, WHICH BEARS 43 FEET
 AL7303'EAST OF THE NORTH BOUND LANE OF U.S. HIGHWAY 19/98, 59 FEET NORTH
 AL7303'OF THE ENTRANCE ROAD TO HOMOSASSA CRAB COMPANY, 19.9 FEET SOUTH
 AL7303'OF THE NORTH END OF A CULVERT.
 AL7303
 AL7303                          STATION RECOVERY (1988)
 AL7303
 AL7303'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AL7303'RECOVERED IN GOOD CONDITION.
 AL7303
 AL7303                          STATION RECOVERY (1990)
 AL7303
 AL7303'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7303'RECOVERED IN GOOD CONDITION.
 AL7303
 AL7303                          STATION RECOVERY (1991)
 AL7303
 AL7303'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7303'RECOVERED IN GOOD CONDITION.
 AL7303
 AL7303                          STATION RECOVERY (1999)
 AL7303
 AL7303'RECOVERY NOTE BY US POWER SQUADRON 1999
 AL7303'RECOVERED IN GOOD CONDITION.
 AL7303
 AL7303                          STATION RECOVERY (2004)
 AL7303
 AL7303'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AL7303'THE MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2777 ***********************************************************************
 AQ2777  DESIGNATION -  11 90 GPS 1
 AQ2777  PID         -  AQ2777
 AQ2777  STATE/COUNTY-  FL/LAKE
 AQ2777  COUNTRY     -  US
 AQ2777  USGS QUAD   -  ASTOR (2018)
 AQ2777
 AQ2777                         *CURRENT SURVEY CONTROL
 AQ2777  ______________________________________________________________________
 AQ2777* NAD 83(2011) POSITION- 29 09 35.31261(N) 081 35 37.63282(W)   ADJUSTED
 AQ2777* NAD 83(2011) ELLIP HT-    -7.171 (meters)        (06/27/12)   ADJUSTED
 AQ2777* NAD 83(2011) EPOCH   -  2010.00
 AQ2777* NAVD 88 ORTHO HEIGHT -    21.128 (meters)       69.32  (feet) ADJUSTED
 AQ2777  ______________________________________________________________________
 AQ2777  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 AQ2777  NAD 83(2011) X  -    814,897.356 (meters)                     COMP
 AQ2777  NAD 83(2011) Y  - -5,514,336.281 (meters)                     COMP
 AQ2777  NAD 83(2011) Z  -  3,089,377.648 (meters)                     COMP
 AQ2777  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 AQ2777  DYNAMIC HEIGHT  -         21.098 (meters)       69.22  (feet) COMP
 AQ2777  MODELED GRAVITY -    979,240.7   (mgal)                       NAVD 88
 AQ2777
 AQ2777  VERT ORDER      -  FIRST     CLASS II
 AQ2777
 AQ2777  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ2777  Standards:
 AQ2777         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ2777            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ2777  -------------------------------------------------------------------
 AQ2777  NETWORK    2.10   2.92           0.91   0.80   1.49      0.02205109
 AQ2777  -------------------------------------------------------------------
 AQ2777  Click here for local accuracies and other accuracy information.
 AQ2777
 AQ2777.The horizontal coordinates were established by GPS observations
 AQ2777.and adjusted by the National Geodetic Survey in June 2012.
 AQ2777
 AQ2777.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ2777.been affixed to the stable North American tectonic plate. See 
 AQ2777.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ2777
 AQ2777.The horizontal coordinates are valid at the epoch date displayed above
 AQ2777.which is a decimal equivalence of Year/Month/Day.
 AQ2777
 AQ2777.The orthometric height was determined by differential leveling and
 AQ2777.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2777.in July 2011.
 AQ2777
 AQ2777.No vertical observational check was made to the station.
 AQ2777
 AQ2777.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2777.GEOID18 height accuracy estimate available here.
 AQ2777
 AQ2777.Click photographs - Photos may exist for this station.
 AQ2777
 AQ2777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2777
 AQ2777.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2777
 AQ2777.The ellipsoidal height was determined by GPS observations
 AQ2777.and is referenced to NAD 83.
 AQ2777
 AQ2777.The dynamic height is computed by dividing the NAVD 88
 AQ2777.geopotential number by the normal gravity value computed on the
 AQ2777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2777.degrees latitude (g = 980.6199 gals.).
 AQ2777
 AQ2777.The modeled gravity was interpolated from observed gravity values.
 AQ2777
 AQ2777. The following values were computed from the NAD 83(2011) position.
 AQ2777
 AQ2777;                    North         East     Units Scale Factor Converg.
 AQ2777;SPC FL E     -   534,887.622   142,234.123   MT  0.99998234   -0 17 21.6
 AQ2777;SPC FL E     - 1,754,877.14    466,646.45   sFT  0.99998234   -0 17 21.6
 AQ2777;UTM  17      - 3,225,837.102   442,253.833   MT  0.99964115   -0 17 21.6
 AQ2777
 AQ2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2777!SPC FL E     -   1.00000113  x   0.99998234  =   0.99998347
 AQ2777!UTM  17      -   1.00000113  x   0.99964115  =   0.99964228
 AQ2777
 AQ2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4225325837(NAD 83)
 AQ2777
 AQ2777                          SUPERSEDED SURVEY CONTROL
 AQ2777
 AQ2777  NAD 83(2007)-  29 09 35.31275(N)    081 35 37.63342(W) AD(2002.00) 0
 AQ2777  ELLIP H (02/10/07)   -7.147  (m)                       GP(2002.00)    
 AQ2777  NAD 83(1999)-  29 09 35.31304(N)    081 35 37.63330(W) AD(       ) 2
 AQ2777  ELLIP H (09/30/02)   -7.175  (m)                       GP(       ) 4 2
 AQ2777  NAD 83(1990)-  29 09 35.31163(N)    081 35 37.63287(W) AD(       ) 2
 AQ2777  ELLIP H (03/04/92)   -7.158  (m)                       GP(       ) 4 2
 AQ2777  NAVD 88 (03/04/92)   21.2    (m)  GEOID90  model used  GPS OBS        
 AQ2777
 AQ2777.Superseded values are not recommended for survey control.
 AQ2777
 AQ2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2777.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2777
 AQ2777_MARKER: DD = SURVEY DISK
 AQ2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2777_STAMPING: 11 90 GPS 1
 AQ2777_MARK LOGO: FLDT
 AQ2777_PROJECTION: RECESSED 5 CENTIMETERS
 AQ2777_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2777+STABILITY: SURFACE MOTION
 AQ2777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2777+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005
 AQ2777
 AQ2777  HISTORY     - Date     Condition        Report By
 AQ2777  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2777  HISTORY     - 19970211 GOOD             USPSQD
 AQ2777  HISTORY     - 20050417 GOOD             FLDEP
 AQ2777
 AQ2777                          STATION DESCRIPTION
 AQ2777
 AQ2777'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2777'THE STATION IS LOCATED IN THE OCALA NATIONAL FOREST ON BLUE CREEK ROAD
 AQ2777'APPROXIMATELY 5.15 KM (3.20 MI) EAST OF THE INTERSECTION OF SR-40 AND
 AQ2777'SR-19.
 AQ2777'TO REACH THE STATION FROM THE INTERSECTION OF SR-40 AND SR-19 PROCEED
 AQ2777'5.15 KM (3.20 MI) E ON SR-40 TO BLUE CREEK ROAD AND THE STATION ON THE
 AQ2777'LEFT. THE STATION IS IN THE SE CORNER OF THE INTERSECTION WITH A TRAIL
 AQ2777'ROAD LEADING E.
 AQ2777'THE STATION PROJECTS 5 CM ABOVE GROUND AND IS LOCATED APPROXIMATELY
 AQ2777'1.22 M (4.0 FT) W OF A METAL WITNESS POST, 7.53 M (24.7 FT) E OF THE
 AQ2777'CENTERLINE OF BLUE CREEK ROAD, 37.49 M (123.0 FT) SE OF, AND ACROSS
 AQ2777'THE ROAD FROM A POWER POLE, 8.23 M (27.0 FT) S OF THE CENTERLINE OF
 AQ2777'THE TRAIL ROAD LEADING EAST AND 9.45 M (31.0 FT) N OF A 4 IN SCRUB
 AQ2777'OAK.
 AQ2777'DESCRIBED BY MAX CHERBONNEAUX
 AQ2777
 AQ2777                          STATION RECOVERY (1997)
 AQ2777
 AQ2777'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ2777'RECOVERED IN GOOD CONDITION.
 AQ2777
 AQ2777                          STATION RECOVERY (2005)
 AQ2777
 AQ2777'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AQ2777'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AQ2777'
 AQ2777'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 40 AND STATE
 AQ2777'ROAD 19 ABOUT 6.0 MI  WEST OF ASTOR, GO EAST ON STATE ROAD 40 FOR 3.25
 AQ2777'MI TO THE JUNCTION OF BLUE CREEK LODGE  ROAD ON THE LEFT, TURN LEFT ON
 AQ2777'BLUE CREEK LODGE ROAD AND GO NORTH FOR 0.1 MI TO THE  JUNCTION OF A
 AQ2777'SAND ROAD ON THE RIGHT AND THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI8703 ***********************************************************************
 DI8703  DESIGNATION -  11 90 GPS 1 AZ MK
 DI8703  PID         -  DI8703
 DI8703  STATE/COUNTY-  FL/LAKE
 DI8703  COUNTRY     -  US
 DI8703  USGS QUAD   -  ASTOR (2018)
 DI8703
 DI8703                         *CURRENT SURVEY CONTROL
 DI8703  ______________________________________________________________________
 DI8703* NAD 83(1986) POSITION- 29 09 50.     (N) 081 35 39.     (W)   SCALED
 DI8703* NAVD 88 ORTHO HEIGHT -    22.015 (meters)       72.23  (feet) ADJUSTED
 DI8703  ______________________________________________________________________
 DI8703  GEOID HEIGHT    -        -28.313 (meters)                     GEOID18
 DI8703  DYNAMIC HEIGHT  -         21.984 (meters)       72.13  (feet) COMP
 DI8703  MODELED GRAVITY -    979,241.3   (mgal)                       NAVD 88
 DI8703
 DI8703  VERT ORDER      -  FIRST     CLASS II
 DI8703
 DI8703.The horizontal coordinates were scaled from a map and have
 DI8703.an estimated accuracy of +/- 6 seconds.
 DI8703
 DI8703.The orthometric height was determined by differential leveling and
 DI8703.adjusted by the NATIONAL GEODETIC SURVEY
 DI8703.in July 2011.
 DI8703
 DI8703.No vertical observational check was made to the station.
 DI8703
 DI8703.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI8703.GEOID18 height accuracy estimate available here.
 DI8703
 DI8703.Click photographs - Photos may exist for this station.
 DI8703
 DI8703.The dynamic height is computed by dividing the NAVD 88
 DI8703.geopotential number by the normal gravity value computed on the
 DI8703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI8703.degrees latitude (g = 980.6199 gals.).
 DI8703
 DI8703.The modeled gravity was interpolated from observed gravity values.
 DI8703
 DI8703;                    North         East    Units  Estimated Accuracy
 DI8703;SPC FL E     -   535,340.      142,200.      MT  (+/- 180 meters Scaled)
 DI8703
 DI8703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN422262(NAD 83)
 DI8703
 DI8703                          SUPERSEDED SURVEY CONTROL
 DI8703
 DI8703.No superseded survey control is available for this station.
 DI8703
 DI8703_MARKER: DD = SURVEY DISK
 DI8703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI8703_STAMPING: 11 90 GPS 1 AZ MK
 DI8703_MARK LOGO: FLDT
 DI8703_PROJECTION: RECESSED 5 CENTIMETERS
 DI8703_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI8703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI8703+STABILITY: SURFACE MOTION
 DI8703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI8703+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005
 DI8703
 DI8703  HISTORY     - Date     Condition        Report By
 DI8703  HISTORY     - 1990     MONUMENTED       FLDT
 DI8703  HISTORY     - 20050417 GOOD             FLDEP
 DI8703
 DI8703                          STATION DESCRIPTION
 DI8703
 DI8703'DESCRIBED BY FL DEPT OF ENV PRO 2005 (BPJ)
 DI8703'THE MARK IS ABOUT 3.2 MI WEST OF ASTOR, IN SECTION 37, TOWNSHIP 15
 DI8703'SOUTH, RANGE 27 EAST.
 DI8703'
 DI8703'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 40 AND STATE
 DI8703'ROAD 19 ABOUT 6.0 MI  WEST OF ASTOR, GO EAST ON STATE ROAD 40 FOR 3.25
 DI8703'MI TO THE JUNCTION OF BLUE CREEK LODGE  ROAD ON THE LEFT, TURN LEFT ON
 DI8703'BLUE CREEK LODGE ROAD AND GO NORTH FOR 0.35 MI TO THE  MARK ON THE
 DI8703'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT
 DI8703'BELOW  THE LEVEL OF THE GROUND AND LEVEL WITH BLUE CREEK LODGE ROAD.
 DI8703'
 DI8703'LOCATED 102.0 FT SOUTH OF A WOODEN POWER POLE, 33.1 FT WEST OF THE
 DI8703'APPROXIMATE  CENTERLINE OF BLUE CREEK LODGE ROAD AND 1.2 FT EAST OF A
 DI8703'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2770 ***********************************************************************
 AQ2770  DESIGNATION -  11 90 GPS 2
 AQ2770  PID         -  AQ2770
 AQ2770  STATE/COUNTY-  FL/LAKE
 AQ2770  COUNTRY     -  US
 AQ2770  USGS QUAD   -  ASTOR (2018)
 AQ2770
 AQ2770                         *CURRENT SURVEY CONTROL
 AQ2770  ______________________________________________________________________
 AQ2770* NAD 83(2011) POSITION- 29 09 49.74370(N) 081 35 39.12116(W)   NO CHECK
 AQ2770* NAD 83(2011) ELLIP HT-    -6.240 (meters)        (06/27/12)   NO CHECK
 AQ2770* NAD 83(2011) EPOCH   -  2010.00
 AQ2770* NAVD 88 ORTHO HEIGHT -    22.1   (meters)       73.    (feet) GPS OBS
 AQ2770  ______________________________________________________________________
 AQ2770  NAVD 88 orthometric height was determined with geoid model    GEOID90
 AQ2770  GEOID HEIGHT    -        -29.130 (meters)                     GEOID90
 AQ2770  GEOID HEIGHT    -        -28.313 (meters)                     GEOID18
 AQ2770  NAD 83(2011) X  -    814,826.036 (meters)                     COMP
 AQ2770  NAD 83(2011) Y  - -5,514,128.788 (meters)                     COMP
 AQ2770  NAD 83(2011) Z  -  3,089,766.095 (meters)                     COMP
 AQ2770  LAPLACE CORR    -         -0.32  (seconds)                    DEFLEC18
 AQ2770
 AQ2770  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ2770  Standards:
 AQ2770         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ2770            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ2770  -------------------------------------------------------------------
 AQ2770  NETWORK   12.41  12.11           3.55   5.85   6.18     -0.37282760
 AQ2770  -------------------------------------------------------------------
 AQ2770  Click here for local accuracies and other accuracy information.
 AQ2770
 AQ2770.The horizontal coordinates were established by GPS observations
 AQ2770.and adjusted by the National Geodetic Survey in June 2012.
 AQ2770
 AQ2770.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ2770.been affixed to the stable North American tectonic plate. See 
 AQ2770.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ2770
 AQ2770.The horizontal coordinates are valid at the epoch date displayed above
 AQ2770.which is a decimal equivalence of Year/Month/Day.
 AQ2770
 AQ2770.No horizontal observational check was made to the station.
 AQ2770
 AQ2770.The orthometric height was determined by GPS observations and a
 AQ2770.high-resolution geoid model.
 AQ2770
 AQ2770.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2770.GEOID18 height accuracy estimate available here.
 AQ2770
 AQ2770.Click photographs - Photos may exist for this station.
 AQ2770
 AQ2770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2770
 AQ2770.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2770
 AQ2770.The ellipsoidal height was determined by GPS observations
 AQ2770.and is referenced to NAD 83.
 AQ2770
 AQ2770. The following values were computed from the NAD 83(2011) position.
 AQ2770
 AQ2770;                    North         East     Units Scale Factor Converg.
 AQ2770;SPC FL E     -   535,332.123   142,196.148   MT  0.99998239   -0 17 22.4
 AQ2770;SPC FL E     - 1,756,335.47    466,521.86   sFT  0.99998239   -0 17 22.4
 AQ2770;UTM  17      - 3,226,281.451   442,215.870   MT  0.99964120   -0 17 22.4
 AQ2770
 AQ2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2770!SPC FL E     -   1.00000098  x   0.99998239  =   0.99998337
 AQ2770!UTM  17      -   1.00000098  x   0.99964120  =   0.99964218
 AQ2770
 AQ2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4221526281(NAD 83)
 AQ2770
 AQ2770                          SUPERSEDED SURVEY CONTROL
 AQ2770
 AQ2770  NAD 83(2007)-  29 09 49.74385(N)    081 35 39.12203(W) AD(2002.00) 0
 AQ2770  ELLIP H (02/10/07)   -6.226  (m)                       GP(2002.00)    
 AQ2770  NAD 83(1999)-  29 09 49.74377(N)    081 35 39.12167(W) AD(       ) 2
 AQ2770  ELLIP H (09/30/02)   -6.245  (m)                       GP(       ) 4 2
 AQ2770  NAD 83(1990)-  29 09 49.74254(N)    081 35 39.12127(W) AD(       ) 2
 AQ2770  ELLIP H (03/04/92)   -6.230  (m)                       GP(       ) 4 2
 AQ2770
 AQ2770.Superseded values are not recommended for survey control.
 AQ2770
 AQ2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2770.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2770
 AQ2770_MARKER: DE = TRAVERSE STATION DISK
 AQ2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2770_STAMPING: 11 90 GPS 2
 AQ2770_MARK LOGO: FLDT
 AQ2770_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2770+STABILITY: SURFACE MOTION
 AQ2770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2770+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AQ2770
 AQ2770  HISTORY     - Date     Condition        Report By
 AQ2770  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2770  HISTORY     - 19970211 GOOD             USPSQD
 AQ2770
 AQ2770                          STATION DESCRIPTION
 AQ2770
 AQ2770'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2770'THE STATION IS LOCATED IN THE OCALA NATIONAL FOREST ON THE W SIDE OF
 AQ2770'BLUE CREEK ROAD ON THE TOP OF A HILL, APPROXIMATELY 5.15 KM (3.20 MI)
 AQ2770'EAST OF THE INTERSECTION OF SR-40 AND SR-19.
 AQ2770'TO REACH THE STATION FROM THE INTERSECTION OF SR-40 AND SR-19 PROCEED
 AQ2770'E ON SR-40 5.15 KM (3.20 MI) TO BLUE CREEK ROAD, A GRADED ROAD LEADING
 AQ2770'N. TURN N AND GO 1.22 KM (0.75 MI) TO THE STATION ON THE LEFT.
 AQ2770'THE STATION PROJECTS 8 CM ABOVE GROUND AND IS LOCATED APPROXIMATELY
 AQ2770'.61 M (2.0 FT) E OF A METAL WITNESS POST, 10.06 M (33.0 FT) W OF THE
 AQ2770'CENTERLINE OF BLUE CREEK ROAD AND 31.09 M (102.0 FT) S OF A POWER
 AQ2770'POLE.
 AQ2770'DESCRIBED BY MAX CHERBONNEAUX
 AQ2770
 AQ2770                          STATION RECOVERY (1997)
 AQ2770
 AQ2770'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ2770'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7074 ***********************************************************************
 AK7074  DESIGNATION -  11 91 GPS 5
 AK7074  PID         -  AK7074
 AK7074  STATE/COUNTY-  FL/LAKE
 AK7074  COUNTRY     -  US
 AK7074  USGS QUAD   -  EUSTIS (2018)
 AK7074
 AK7074                         *CURRENT SURVEY CONTROL
 AK7074  ______________________________________________________________________
 AK7074* NAD 83(2011) POSITION- 28 49 25.47311(N) 081 38 38.14230(W)   ADJUSTED
 AK7074* NAD 83(2011) ELLIP HT-    24.787 (meters)        (06/27/12)   ADJUSTED
 AK7074* NAD 83(2011) EPOCH   -  2010.00
 AK7074* NAVD 88 ORTHO HEIGHT -    52.4   (meters)      172.    (feet) GPS OBS
 AK7074  ______________________________________________________________________
 AK7074  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AK7074  GEOID HEIGHT    -        -28.320 (meters)                     GEOID93
 AK7074  GEOID HEIGHT    -        -27.556 (meters)                     GEOID18
 AK7074  NAD 83(2011) X  -    812,698.948 (meters)                     COMP
 AK7074  NAD 83(2011) Y  - -5,532,936.897 (meters)                     COMP
 AK7074  NAD 83(2011) Z  -  3,056,812.586 (meters)                     COMP
 AK7074  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 AK7074
 AK7074  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7074  Standards:
 AK7074         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7074            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7074  -------------------------------------------------------------------
 AK7074  NETWORK    1.16   2.06           0.47   0.48   1.05      0.14874910
 AK7074  -------------------------------------------------------------------
 AK7074  Click here for local accuracies and other accuracy information.
 AK7074
 AK7074.The horizontal coordinates were established by GPS observations
 AK7074.and adjusted by the National Geodetic Survey in June 2012.
 AK7074
 AK7074.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7074.been affixed to the stable North American tectonic plate. See 
 AK7074.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7074
 AK7074.The horizontal coordinates are valid at the epoch date displayed above
 AK7074.which is a decimal equivalence of Year/Month/Day.
 AK7074
 AK7074.The orthometric height was determined by GPS observations and a
 AK7074.high-resolution geoid model.
 AK7074
 AK7074.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7074.GEOID18 height accuracy estimate available here.
 AK7074
 AK7074.Click photographs - Photos may exist for this station.
 AK7074
 AK7074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7074
 AK7074.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7074
 AK7074.The ellipsoidal height was determined by GPS observations
 AK7074.and is referenced to NAD 83.
 AK7074
 AK7074. The following values were computed from the NAD 83(2011) position.
 AK7074
 AK7074;                    North         East     Units Scale Factor Converg.
 AK7074;SPC FL E     -   497,666.085   137,153.157   MT  0.99998990   -0 18 37.7
 AK7074;SPC FL E     - 1,632,759.48    449,976.65   sFT  0.99998990   -0 18 37.7
 AK7074;UTM  17      - 3,188,628.264   437,174.600   MT  0.99964871   -0 18 37.7
 AK7074
 AK7074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7074!SPC FL E     -   0.99999611  x   0.99998990  =   0.99998601
 AK7074!UTM  17      -   0.99999611  x   0.99964871  =   0.99964482
 AK7074
 AK7074:                Primary Azimuth Mark                     Grid Az
 AK7074:SPC FL E     -  11 91 GPS 6                              000 18 14.0
 AK7074:UTM  17      -  11 91 GPS 6                              000 18 14.0
 AK7074
 AK7074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3717488628(NAD 83)
 AK7074
 AK7074|---------------------------------------------------------------------|
 AK7074| PID    Reference Object                     Distance      Geod. Az  |
 AK7074|                                                           dddmmss.s |
 AK7074| AK7075 11 91 GPS 6                         APPROX. 0.7 KM 3595936.3 |
 AK7074|---------------------------------------------------------------------|
 AK7074
 AK7074                          SUPERSEDED SURVEY CONTROL
 AK7074
 AK7074  NAD 83(2007)-  28 49 25.47322(N)    081 38 38.14290(W) AD(2002.00) 0
 AK7074  ELLIP H (02/10/07)   24.813  (m)                       GP(2002.00)    
 AK7074  NAD 83(1999)-  28 49 25.47364(N)    081 38 38.14266(W) AD(       ) 1
 AK7074  ELLIP H (07/06/01)   24.797  (m)                       GP(       ) 4 2
 AK7074  NAD 83(1990)-  28 49 25.47301(N)    081 38 38.14213(W) AD(       ) 1
 AK7074  ELLIP H (09/25/92)   24.807  (m)                       GP(       ) 4 1
 AK7074  NGVD 29 (09/25/92)   52.7    (m)  GEOID90  model used  GPS OBS        
 AK7074
 AK7074.Superseded values are not recommended for survey control.
 AK7074
 AK7074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7074.See file dsdata.pdf to determine how the superseded data were derived.
 AK7074
 AK7074_MARKER: DD = SURVEY DISK
 AK7074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7074_STAMPING: 11 91 GPS 5
 AK7074_MARK LOGO: FLDT
 AK7074_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7074+STABILITY: SURFACE MOTION
 AK7074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7074+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2011
 AK7074
 AK7074  HISTORY     - Date     Condition        Report By
 AK7074  HISTORY     - 1991     MONUMENTED       FLDT
 AK7074  HISTORY     - 19920928 GOOD             FLDT
 AK7074  HISTORY     - 19970217 GOOD             USPSQD
 AK7074  HISTORY     - 20110318 GOOD             YOUNG
 AK7074
 AK7074                          STATION DESCRIPTION
 AK7074
 AK7074'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7074'THE STATION IS LOCATED ABOUT 1.60 KM (1.00 MI) NORTHERLY OF MT DORA,
 AK7074'FLORIDA.
 AK7074'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 19 AND US
 AK7074'HIGHWAY 441 GO EASTERLY 4.02 KM (2.50 MI) ALONG US HIGHWAY 441 TO ITS
 AK7074'INTERSECTION WITH COUNTY ROAD 44B AND THE STATION LOCATED IN THE
 AK7074'SOUTHWEST CORNER OF THE INTERSECTION.
 AK7074'THE STATION IS FLUSH WITH THE GROUND. LOCATED 2.07 M (6.8 FT)
 AK7074'NORTHEASTERLY OF A UNITED TELEPHONE BOX, 2.92 M (9.6 FT)
 AK7074'SOUTHEASTERLYOF A POWER POLE, 12.5 M (41.0 FT) WESTERLY OF THE
 AK7074'CENTERLINE OF       PAVEMENT FOR COUNTY ROAD 44B, 22.86 M (75.0 FT)
 AK7074'SOUTHERLY OF THE      CENTERLINE OF PAVEMENT FOR THE EAST BOUND LANES
 AK7074'OF US HIGHWAY 441.
 AK7074
 AK7074                          STATION RECOVERY (1992)
 AK7074
 AK7074'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7074'STATION IS LOCATED ABOUT 1.6 KM (1.00 MI) NORTHERLY OF MT DORA,
 AK7074'FLORIDA.
 AK7074'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 19 AND U.S.
 AK7074'441 GO EASTERLY 4.02 KM (2.50 MI) ALONG U.S. HIGHWAY 441 TO ITS
 AK7074'INTERSECTION WITH COUNTY ROAD 44B AND THE STATION LOCATED IN THE
 AK7074'SOUTHWEST CORNER OF THE INTERSECTION.
 AK7074'THE STATION IS FLUSH WITH THE GROUND.  LOCATED 2.07 M (6.79 FT)
 AK7074'NORTHEASTERLY OF A UNITED TELEPHONE BOX, 2.92 M (9.58 FT)
 AK7074'SOUTHEASTERLY OF A POWER POLE, 12.5 M (41.0 FT) WESTERLY OF THE CENTER
 AK7074'OF PAVEMENT FOR COUNTY ROAD 44B, 22.86 M (75.00 FT) SOUTHERLY OF THE
 AK7074'CENTER OF PAVEMENT FOR THE EASTBOUND LANES OF U.S. HIGHWAY 441.
 AK7074
 AK7074                          STATION RECOVERY (1997)
 AK7074
 AK7074'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7074'RECOVERED IN GOOD CONDITION.
 AK7074
 AK7074                          STATION RECOVERY (2011)
 AK7074
 AK7074'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2011 (NC)
 AK7074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7075 ***********************************************************************
 AK7075  DESIGNATION -  11 91 GPS 6
 AK7075  PID         -  AK7075
 AK7075  STATE/COUNTY-  FL/LAKE
 AK7075  COUNTRY     -  US
 AK7075  USGS QUAD   -  EUSTIS (2018)
 AK7075
 AK7075                         *CURRENT SURVEY CONTROL
 AK7075  ______________________________________________________________________
 AK7075* NAD 83(2011) POSITION- 28 49 49.01682(N) 081 38 38.14537(W)   ADJUSTED
 AK7075* NAD 83(2011) ELLIP HT-    25.057 (meters)        (06/27/12)   ADJUSTED
 AK7075* NAD 83(2011) EPOCH   -  2010.00
 AK7075* NAVD 88 ORTHO HEIGHT -    52.6   (meters)      173.    (feet) VERTCON3
 AK7075  ______________________________________________________________________
 AK7075  GEOID HEIGHT    -        -27.568 (meters)                     GEOID18
 AK7075  NAD 83(2011) X  -    812,648.110 (meters)                     COMP
 AK7075  NAD 83(2011) Y  - -5,532,591.359 (meters)                     COMP
 AK7075  NAD 83(2011) Z  -  3,057,447.734 (meters)                     COMP
 AK7075  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 AK7075
 AK7075  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7075  Standards:
 AK7075         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7075            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7075  -------------------------------------------------------------------
 AK7075  NETWORK    1.20   2.10           0.49   0.49   1.07      0.12271496
 AK7075  -------------------------------------------------------------------
 AK7075  Click here for local accuracies and other accuracy information.
 AK7075
 AK7075.The horizontal coordinates were established by GPS observations
 AK7075.and adjusted by the National Geodetic Survey in June 2012.
 AK7075
 AK7075.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7075.been affixed to the stable North American tectonic plate. See 
 AK7075.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7075
 AK7075.The horizontal coordinates are valid at the epoch date displayed above
 AK7075.which is a decimal equivalence of Year/Month/Day.
 AK7075
 AK7075.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK7075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK7075
 AK7075.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7075.GEOID18 height accuracy estimate available here.
 AK7075
 AK7075.Click photographs - Photos may exist for this station.
 AK7075
 AK7075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7075
 AK7075.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7075
 AK7075.The ellipsoidal height was determined by GPS observations
 AK7075.and is referenced to NAD 83.
 AK7075
 AK7075. The following values were computed from the NAD 83(2011) position.
 AK7075
 AK7075;                    North         East     Units Scale Factor Converg.
 AK7075;SPC FL E     -   498,390.905   137,157.001   MT  0.99998989   -0 18 37.9
 AK7075;SPC FL E     - 1,635,137.49    449,989.26   sFT  0.99998989   -0 18 37.9
 AK7075;UTM  17      - 3,189,352.838   437,178.443   MT  0.99964870   -0 18 37.9
 AK7075
 AK7075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7075!SPC FL E     -   0.99999606  x   0.99998989  =   0.99998595
 AK7075!UTM  17      -   0.99999606  x   0.99964870  =   0.99964477
 AK7075
 AK7075:                Primary Azimuth Mark                     Grid Az
 AK7075:SPC FL E     -  11 91 GPS 5                              180 18 14.2
 AK7075:UTM  17      -  11 91 GPS 5                              180 18 14.2
 AK7075
 AK7075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3717889352(NAD 83)
 AK7075
 AK7075|---------------------------------------------------------------------|
 AK7075| PID    Reference Object                     Distance      Geod. Az  |
 AK7075|                                                           dddmmss.s |
 AK7075| AK7074 11 91 GPS 5                         APPROX. 0.7 KM 1795936.3 |
 AK7075|---------------------------------------------------------------------|
 AK7075
 AK7075                          SUPERSEDED SURVEY CONTROL
 AK7075
 AK7075  NAD 83(2007)-  28 49 49.01693(N)    081 38 38.14597(W) AD(2002.00) 0
 AK7075  ELLIP H (02/10/07)   25.084  (m)                       GP(2002.00)    
 AK7075  NAD 83(1999)-  28 49 49.01732(N)    081 38 38.14573(W) AD(       ) 1
 AK7075  ELLIP H (07/06/01)   25.069  (m)                       GP(       ) 4 2
 AK7075  NAD 83(1990)-  28 49 49.01670(N)    081 38 38.14520(W) AD(       ) 1
 AK7075  ELLIP H (09/25/92)   25.079  (m)                       GP(       ) 4 1
 AK7075  NGVD 29 (09/25/92)   52.9    (m)  GEOID90  model used  GPS OBS        
 AK7075
 AK7075.Superseded values are not recommended for survey control.
 AK7075
 AK7075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7075.See file dsdata.pdf to determine how the superseded data were derived.
 AK7075
 AK7075_MARKER: DD = SURVEY DISK
 AK7075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7075_STAMPING: 11 91 GPS 6
 AK7075_MARK LOGO: FLDT
 AK7075_PROJECTION: FLUSH
 AK7075_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7075+STABILITY: SURFACE MOTION
 AK7075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7075+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AK7075
 AK7075  HISTORY     - Date     Condition        Report By
 AK7075  HISTORY     - 1991     MONUMENTED       FLDT
 AK7075  HISTORY     - 19970217 GOOD             USPSQD
 AK7075
 AK7075                          STATION DESCRIPTION
 AK7075
 AK7075'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7075'THE STATION IS LOCATED ABOUT 2.4 KM (1.50 MI) NORTHERLY OF MT DORA,
 AK7075'FLORIDA, ALONG COUNTY ROAD 44B.
 AK7075'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 19 AND US
 AK7075'HIGHWAY 441 GO EASTERLY 4.02 KM (2.50 MI) ALONG US HIGHWAY 441 TO ITS
 AK7075'INTERSECTION WITH COUNTY ROAD 44B, TURN LEFT AND GO NORTH 0.72 KM
 AK7075'(0.45 MI) ALONG COUNTY ROAD 44B TO THE STATION ON THE LEFT.
 AK7075'THE STATION IS FLUSH WITH THE GROUND. LOCATED 10.05 M (33.0 FT)
 AK7075'NORTHWESTERLY OF A WOOD POLE FOR UNDERGROUND TELEPHONE, 5.49 M
 AK7075'(18.0 FT) SOUTHWESTERLY OF A POWER POLE, 15.88 M (52.1 FT) WESTERLY
 AK7075'OFTHE CENTERLINE OF PAVEMENT FOR COUNTY ROAD 44B, AND 4.02 M
 AK7075'(13.2 FT)  SOUTHERLY OF A METAL WITNESS POST.
 AK7075
 AK7075                          STATION RECOVERY (1997)
 AK7075
 AK7075'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7078 ***********************************************************************
 AK7078  DESIGNATION -  11 91 GPS 9
 AK7078  PID         -  AK7078
 AK7078  STATE/COUNTY-  FL/LAKE
 AK7078  COUNTRY     -  US
 AK7078  USGS QUAD   -  PINE LAKES (2018)
 AK7078
 AK7078                         *CURRENT SURVEY CONTROL
 AK7078  ______________________________________________________________________
 AK7078* NAD 83(2011) POSITION- 28 55 10.63381(N) 081 26 39.46221(W)   ADJUSTED
 AK7078* NAD 83(2011) ELLIP HT-   -14.814 (meters)        (06/27/12)   ADJUSTED
 AK7078* NAD 83(2011) EPOCH   -  2010.00
 AK7078* NAVD 88 ORTHO HEIGHT -    13.030 (meters)       42.75  (feet) ADJUSTED
 AK7078  ______________________________________________________________________
 AK7078  GEOID HEIGHT    -        -27.871 (meters)                     GEOID18
 AK7078  NAD 83(2011) X  -    831,203.660 (meters)                     COMP
 AK7078  NAD 83(2011) Y  - -5,524,963.463 (meters)                     COMP
 AK7078  NAD 83(2011) Z  -  3,066,099.137 (meters)                     COMP
 AK7078  LAPLACE CORR    -         -0.20  (seconds)                    DEFLEC18
 AK7078  DYNAMIC HEIGHT  -         13.011 (meters)       42.69  (feet) COMP
 AK7078  MODELED GRAVITY -    979,242.3   (mgal)                       NAVD 88
 AK7078
 AK7078  VERT ORDER      -  SECOND    CLASS I
 AK7078
 AK7078  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7078  Standards:
 AK7078         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7078            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7078  -------------------------------------------------------------------
 AK7078  NETWORK    0.94   1.72           0.39   0.38   0.88      0.11256270
 AK7078  -------------------------------------------------------------------
 AK7078  Click here for local accuracies and other accuracy information.
 AK7078
 AK7078.The horizontal coordinates were established by GPS observations
 AK7078.and adjusted by the National Geodetic Survey in June 2012.
 AK7078
 AK7078.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7078.been affixed to the stable North American tectonic plate. See 
 AK7078.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7078
 AK7078.The horizontal coordinates are valid at the epoch date displayed above
 AK7078.which is a decimal equivalence of Year/Month/Day.
 AK7078
 AK7078.The orthometric height was determined by differential leveling and
 AK7078.adjusted by the NATIONAL GEODETIC SURVEY
 AK7078.in August 2004.
 AK7078
 AK7078.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7078.GEOID18 height accuracy estimate available here.
 AK7078
 AK7078.Click photographs - Photos may exist for this station.
 AK7078
 AK7078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7078
 AK7078.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7078
 AK7078.The ellipsoidal height was determined by GPS observations
 AK7078.and is referenced to NAD 83.
 AK7078
 AK7078.The dynamic height is computed by dividing the NAVD 88
 AK7078.geopotential number by the normal gravity value computed on the
 AK7078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7078.degrees latitude (g = 980.6199 gals.).
 AK7078
 AK7078.The modeled gravity was interpolated from observed gravity values.
 AK7078
 AK7078. The following values were computed from the NAD 83(2011) position.
 AK7078
 AK7078;                    North         East     Units Scale Factor Converg.
 AK7078;SPC FL E     -   508,202.926   156,677.241   MT  0.99996433   -0 12 53.5
 AK7078;SPC FL E     - 1,667,329.10    514,031.91   sFT  0.99996433   -0 12 53.5
 AK7078;UTM  17      - 3,199,161.511   456,692.022   MT  0.99962314   -0 12 53.5
 AK7078
 AK7078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7078!SPC FL E     -   1.00000233  x   0.99996433  =   0.99996666
 AK7078!UTM  17      -   1.00000233  x   0.99962314  =   0.99962547
 AK7078
 AK7078:                Primary Azimuth Mark                     Grid Az
 AK7078:SPC FL E     -  11 91 GPS10                              023 16 18.5
 AK7078:UTM  17      -  11 91 GPS10                              023 16 18.5
 AK7078
 AK7078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5669299161(NAD 83)
 AK7078
 AK7078|---------------------------------------------------------------------|
 AK7078| PID    Reference Object                     Distance      Geod. Az  |
 AK7078|                                                           dddmmss.s |
 AK7078| AK7069 11 91 GPS10                         APPROX. 0.9 KM 0230325.0 |
 AK7078|---------------------------------------------------------------------|
 AK7078
 AK7078                          SUPERSEDED SURVEY CONTROL
 AK7078
 AK7078  NAD 83(2007)-  28 55 10.63393(N)    081 26 39.46284(W) AD(2002.00) 0
 AK7078  ELLIP H (02/10/07)  -14.784  (m)                       GP(2002.00)    
 AK7078  NAD 83(1999)-  28 55 10.63399(N)    081 26 39.46291(W) AD(       ) 1
 AK7078  ELLIP H (06/19/01)  -14.791  (m)                       GP(       ) 4 1
 AK7078  NAD 83(1990)-  28 55 10.63425(N)    081 26 39.46215(W) AD(       ) 1
 AK7078  NAD 83(1990)-  28 55 10.63426(N)    081 26 39.46215(W) AD(       ) 1
 AK7078  ELLIP H (09/25/92)  -14.780  (m)                       GP(       ) 4 1
 AK7078  NAVD 88 (09/27/94)   13.1    (m)  GEOID93  model used  GPS OBS        
 AK7078  NGVD 29 (09/25/92)   13.4    (m)  GEOID90  model used  GPS OBS        
 AK7078
 AK7078.Superseded values are not recommended for survey control.
 AK7078
 AK7078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7078.See file dsdata.pdf to determine how the superseded data were derived.
 AK7078
 AK7078_MARKER: DD = SURVEY DISK
 AK7078_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK7078_SP_SET: CULVERT HEADWALL
 AK7078_STAMPING: 11 91 GPS 9
 AK7078_MARK LOGO: FLDT
 AK7078_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7078+STABILITY: SURFACE MOTION
 AK7078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7078+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2000
 AK7078
 AK7078  HISTORY     - Date     Condition        Report By
 AK7078  HISTORY     - 1991     MONUMENTED       FLDT
 AK7078  HISTORY     - 19931025 GOOD             KEISCH
 AK7078  HISTORY     - 20000603 GOOD             FLDEP
 AK7078
 AK7078                          STATION DESCRIPTION
 AK7078
 AK7078'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7078'THE STATION IS LOCATED ABOUT 17.7 KM (11.00 MI) SOUTHWESTERLY OF
 AK7078'DELAND, FLORIDA, ALONG STATE ROAD 44.
 AK7078'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 15A AND
 AK7078'STATEROAD 44, GO WESTERLY AND SOUTHWESTERLY 6.6 KM (4.10 MI) TO THE
 AK7078'INTERSECTION OF COUNTY ROAD 42, CONTINUE STRAIGHT AHEAD,
 AK7078'SOUTHWESTERLY,      10.86 KM (6.75 MI) TO THE STATION ON THE LEFT.
 AK7078'THE STATION IS FLUSH WITH THE GROUND. LOCATED 36.21 M (118.8 FT)
 AK7078'NORTHEASTERLY OF THE INTERSECTION OF STATE ROAD 44 AND ROYAL TRAILS,
 AK7078'19.93 M (65.4 FT) SOUTHWESTERLY OF A POWER POLE, 7.46 M (24.5 FT)
 AK7078'SOUTHEASTERLY OF THE CENTERLINE OF PAVEMENT FOR STATE ROAD 44, 4.6 M
 AK7078'(15.1 FT) NORTHERLY OF THE CENTER OF A CONCRETE HEADWALL, AND 1.65 M
 AK7078'(5.4 FT) NORTHEASTERLY OF A METAL WITNESS  POST.
 AK7078
 AK7078                          STATION RECOVERY (1993)
 AK7078
 AK7078'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 (RS)
 AK7078'THE STATION IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF CROWS BLUFF
 AK7078'IN THE SOUTHEAST RIGHT-OF-WAY OF S.R. 44 IN SECTION 18, TOWNSHIP 18
 AK7078'SOUTH, RANGE 29 EAST, LAKE COUNTY, FLORIDA. TO REACH THE STATION FROM
 AK7078'THE INTERSECTION OF C.R. 42 AND S.R. 44 IN CROWS BLUFF, GO SOUTHWEST
 AK7078'ON S.R. 44 FOR 7.4 MI (11.9 KM) TO THE INTERSECTION WITH ROYAL TRAILS
 AK7078'RD AND THE STATION ON THE LEFT. THE STATION LIES 9.2 FT (2.8 M)
 AK7078'SOUTHEST OF THE SOUTHEAST EDGE OF PAVEMENT, 65 FT (19.8 M) SOUTHWEST
 AK7078'OF A WOOD POWER POLE, AND 14.7 FT (4.5 M) NORTHWEST OF A F.D.O.T.
 AK7078'WITNESS POST. THE STATION IS A FLORIDA DEPARTMENT OF TRANSPORTATION
 AK7078'SURVEY DISC, SET IN THE TOP OF A CONCRETE HEADWALL, STAMPED -11 91 GPS
 AK7078'9.- REFERENCES-- FOUND NAIL AND DISC, STAMPED -HEIDT LB 148-, SET IN
 AK7078'THE NORTHFACE OF A WOOD POWER POLE, MAGNETIC AZIMUTH OF 38 DEGREES AT
 AK7078'64.99 FT (19.81 M). KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE
 AK7078'OF PAVEMENT, MAGNETIC AZIMUTH OF 298 DEGREES AT 9.17 FT (2.80 M).
 AK7078'X-CUT, SET IN THE TOP OF A CONCRETE HEADWALL, MAGNETIC AZIMUTH OF 160
 AK7078'DEGREES AT 9.99 FT (3.04 M). FOUND F.D.O.T. WITNESS POST, MAGNETIC
 AK7078'AZIMUTH OF 116 DEGREES AT 14.7 FT (4.5 M).
 AK7078
 AK7078                          STATION RECOVERY (2000)
 AK7078
 AK7078'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AK7078'THE MARK IS ABOUT 15.7 MI (25.3 KM) EAST OF EUSTIS, 11.85 MI (19.07
 AK7078'KM) WEST OF DELAND, NEAR THE JUNCTION OF ROYAL TRAILS ROAD, IN SECTION
 AK7078'18, TOWNSHIP 18 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE
 AK7078'INTERSECTION OF 15A (SPRING GARDEN AVENUE) AND STATE ROAD 44 (NEW YORK
 AK7078'AVENUE) IN DELAND, GO WEST ON STATE ROAD 44 (NEW YORK AVENUE) FOR 4.2
 AK7078'MI (6.8 KM) TO THE JUNCTION OF COUNTY ROAD 42 ON THE RIGHT, CONTINUE
 AK7078'SOUTHWEST ON STATE ROAD 44 FOR 7.0 MI (11.3 KM) TO THE MARK ON THE
 AK7078'LEFT, SET IN THE TOP OF A CONCRETE HEADWALL 1.0 FT (0.3 M) BELOW THE
 AK7078'LEVEL OF THE GROUND AND 1.5 FT (0.5 M) BELOW THE LEVEL OF STATE ROAD
 AK7078'44. LOCATED 173.0 FT (52.7 M) NORTH OF THE EXTENDED CENTERLINE OF
 AK7078'ROYAL TRAIL ROAD, 24.5 FT (7.5 M) EAST OF THE CENTERLINE OF STATE ROAD
 AK7078'44, 9.8 FT (3.0 M) NORTHWEST OF THE NORTH END OF A NEW HEADWALL AND
 AK7078'2.8 FT (0.9 M) WEST OF A WOODEN 2-INCH POST WITH A SJRWMD SIGN
 AK7078'ATTACHED AND A FLDOT SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7068 ***********************************************************************
 AK7068  DESIGNATION -  11 91 GPS1
 AK7068  PID         -  AK7068
 AK7068  STATE/COUNTY-  FL/LAKE
 AK7068  COUNTRY     -  US
 AK7068  USGS QUAD   -  EUSTIS (2018)
 AK7068
 AK7068                         *CURRENT SURVEY CONTROL
 AK7068  ______________________________________________________________________
 AK7068* NAD 83(2011) POSITION- 28 47 31.16519(N) 081 37 31.29262(W)   ADJUSTED
 AK7068* NAD 83(2011) ELLIP HT-    15.639 (meters)        (06/27/12)   ADJUSTED
 AK7068* NAD 83(2011) EPOCH   -  2010.00
 AK7068* NAVD 88 ORTHO HEIGHT -    43.2   (meters)      142.    (feet) VERTCON3
 AK7068  ______________________________________________________________________
 AK7068  GEOID HEIGHT    -        -27.520 (meters)                     GEOID18
 AK7068  NAD 83(2011) X  -    814,737.929 (meters)                     COMP
 AK7068  NAD 83(2011) Y  - -5,534,343.007 (meters)                     COMP
 AK7068  NAD 83(2011) Z  -  3,053,724.521 (meters)                     COMP
 AK7068  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 AK7068
 AK7068  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7068  Standards:
 AK7068         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7068            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7068  -------------------------------------------------------------------
 AK7068  NETWORK    1.63   2.61           0.65   0.68   1.33      0.13626125
 AK7068  -------------------------------------------------------------------
 AK7068  Click here for local accuracies and other accuracy information.
 AK7068
 AK7068.The horizontal coordinates were established by GPS observations
 AK7068.and adjusted by the National Geodetic Survey in June 2012.
 AK7068
 AK7068.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7068.been affixed to the stable North American tectonic plate. See 
 AK7068.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7068
 AK7068.The horizontal coordinates are valid at the epoch date displayed above
 AK7068.which is a decimal equivalence of Year/Month/Day.
 AK7068
 AK7068.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK7068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK7068
 AK7068.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7068.GEOID18 height accuracy estimate available here.
 AK7068
 AK7068.Click photographs - Photos may exist for this station.
 AK7068
 AK7068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7068
 AK7068.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7068
 AK7068.The ellipsoidal height was determined by GPS observations
 AK7068.and is referenced to NAD 83.
 AK7068
 AK7068. The following values were computed from the NAD 83(2011) position.
 AK7068
 AK7068;                    North         East     Units Scale Factor Converg.
 AK7068;SPC FL E     -   494,137.321   138,947.040   MT  0.99998716   -0 18 04.3
 AK7068;SPC FL E     - 1,621,182.19    455,862.08   sFT  0.99998716   -0 18 04.3
 AK7068;UTM  17      - 3,185,100.704   438,967.871   MT  0.99964597   -0 18 04.3
 AK7068
 AK7068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7068!SPC FL E     -   0.99999754  x   0.99998716  =   0.99998470
 AK7068!UTM  17      -   0.99999754  x   0.99964597  =   0.99964351
 AK7068
 AK7068:                Primary Azimuth Mark                     Grid Az
 AK7068:SPC FL E     -  11 91 GPS2                               007 19 58.4
 AK7068:UTM  17      -  11 91 GPS2                               007 19 58.4
 AK7068
 AK7068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3896785100(NAD 83)
 AK7068
 AK7068|---------------------------------------------------------------------|
 AK7068| PID    Reference Object                     Distance      Geod. Az  |
 AK7068|                                                           dddmmss.s |
 AK7068| AK7071 11 91 GPS2                          APPROX. 0.5 KM 0070154.1 |
 AK7068|---------------------------------------------------------------------|
 AK7068
 AK7068                          SUPERSEDED SURVEY CONTROL
 AK7068
 AK7068  NAD 83(2007)-  28 47 31.16531(N)    081 37 31.29319(W) AD(2002.00) 0
 AK7068  ELLIP H (02/10/07)   15.665  (m)                       GP(2002.00)    
 AK7068  NAD 83(1999)-  28 47 31.16558(N)    081 37 31.29309(W) AD(       ) 1
 AK7068  ELLIP H (07/06/01)   15.653  (m)                       GP(       ) 4 2
 AK7068  NAD 83(1990)-  28 47 31.16493(N)    081 37 31.29257(W) AD(       ) 1
 AK7068  ELLIP H (09/25/92)   15.668  (m)                       GP(       ) 4 1
 AK7068  NGVD 29 (09/25/92)   43.5    (m)  GEOID90  model used  GPS OBS        
 AK7068
 AK7068.Superseded values are not recommended for survey control.
 AK7068
 AK7068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7068.See file dsdata.pdf to determine how the superseded data were derived.
 AK7068
 AK7068_MARKER: DD = SURVEY DISK
 AK7068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7068_STAMPING: 11 91 GPS1
 AK7068_MARK LOGO: FLDT
 AK7068_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7068+STABILITY: SURFACE MOTION
 AK7068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7068+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AK7068
 AK7068  HISTORY     - Date     Condition        Report By
 AK7068  HISTORY     - 1991     MONUMENTED       FLDT
 AK7068
 AK7068                          STATION DESCRIPTION
 AK7068
 AK7068'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7068'THE STATION IS LOCATED NEAR MT DORA, FLORIDA NEAR THE INTERSECTION OF
 AK7068'US HIGHWAY 441 AND STATE ROAD 46.
 AK7068'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 46 AND US
 AK7068'HIGHWAY 441 GO SOUTH 0.4 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 AK7068'THE STATION IS FLUSH WITH THE GROUND. LOCATED ON THE TOP OF A STEEP
 AK7068'SLOPE ON THE WEST SIDE OF THE ROAD, 29.8 M (97.8 FT) (SLOPE DISTANCE)
 AK7068'WESTERLY OF THE CENTERLINE OF PAVEMENT OF THE SOUTH BOUND LANES OF US
 AK7068'HIGHWAY 441, 38.19 M (125.3 FT) NORTHERLY OF THE CENTERLINE OF A
 AK7068'RAILROAD TRACK, AND 3.05 M (10.0 FT) EASTERLY OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7069 ***********************************************************************
 AK7069  DESIGNATION -  11 91 GPS10
 AK7069  PID         -  AK7069
 AK7069  STATE/COUNTY-  FL/LAKE
 AK7069  COUNTRY     -  US
 AK7069  USGS QUAD   -  PINE LAKES (2018)
 AK7069
 AK7069                         *CURRENT SURVEY CONTROL
 AK7069  ______________________________________________________________________
 AK7069* NAD 83(2011) POSITION- 28 55 36.36669(N) 081 26 27.01193(W)   ADJUSTED
 AK7069* NAD 83(2011) ELLIP HT-   -12.932 (meters)        (06/27/12)   ADJUSTED
 AK7069* NAD 83(2011) EPOCH   -  2010.00
 AK7069* NAVD 88 ORTHO HEIGHT -    14.943 (meters)       49.03  (feet) ADJUSTED
 AK7069  ______________________________________________________________________
 AK7069  GEOID HEIGHT    -        -27.887 (meters)                     GEOID18
 AK7069  NAD 83(2011) X  -    831,480.368 (meters)                     COMP
 AK7069  NAD 83(2011) Y  - -5,524,536.018 (meters)                     COMP
 AK7069  NAD 83(2011) Z  -  3,066,793.475 (meters)                     COMP
 AK7069  LAPLACE CORR    -         -0.14  (seconds)                    DEFLEC18
 AK7069  DYNAMIC HEIGHT  -         14.922 (meters)       48.96  (feet) COMP
 AK7069  MODELED GRAVITY -    979,242.3   (mgal)                       NAVD 88
 AK7069
 AK7069  VERT ORDER      -  SECOND    CLASS I
 AK7069
 AK7069  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7069  Standards:
 AK7069         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7069            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7069  -------------------------------------------------------------------
 AK7069  NETWORK    1.00   1.76           0.41   0.41   0.90      0.15318981
 AK7069  -------------------------------------------------------------------
 AK7069  Click here for local accuracies and other accuracy information.
 AK7069
 AK7069.The horizontal coordinates were established by GPS observations
 AK7069.and adjusted by the National Geodetic Survey in June 2012.
 AK7069
 AK7069.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7069.been affixed to the stable North American tectonic plate. See 
 AK7069.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7069
 AK7069.The horizontal coordinates are valid at the epoch date displayed above
 AK7069.which is a decimal equivalence of Year/Month/Day.
 AK7069
 AK7069.The orthometric height was determined by differential leveling and
 AK7069.adjusted by the NATIONAL GEODETIC SURVEY
 AK7069.in August 2004.
 AK7069
 AK7069.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7069.GEOID18 height accuracy estimate available here.
 AK7069
 AK7069.Click photographs - Photos may exist for this station.
 AK7069
 AK7069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7069
 AK7069.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7069
 AK7069.The ellipsoidal height was determined by GPS observations
 AK7069.and is referenced to NAD 83.
 AK7069
 AK7069.The dynamic height is computed by dividing the NAVD 88
 AK7069.geopotential number by the normal gravity value computed on the
 AK7069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7069.degrees latitude (g = 980.6199 gals.).
 AK7069
 AK7069.The modeled gravity was interpolated from observed gravity values.
 AK7069
 AK7069. The following values were computed from the NAD 83(2011) position.
 AK7069
 AK7069;                    North         East     Units Scale Factor Converg.
 AK7069;SPC FL E     -   508,993.880   157,017.418   MT  0.99996397   -0 12 47.6
 AK7069;SPC FL E     - 1,669,924.09    515,147.98   sFT  0.99996397   -0 12 47.6
 AK7069;UTM  17      - 3,199,952.195   457,032.084   MT  0.99962278   -0 12 47.6
 AK7069
 AK7069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7069!SPC FL E     -   1.00000203  x   0.99996397  =   0.99996600
 AK7069!UTM  17      -   1.00000203  x   0.99962278  =   0.99962481
 AK7069
 AK7069:                Primary Azimuth Mark                     Grid Az
 AK7069:SPC FL E     -  11 91 GPS 9                              203 16 18.7
 AK7069:UTM  17      -  11 91 GPS 9                              203 16 18.7
 AK7069
 AK7069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5703299952(NAD 83)
 AK7069
 AK7069|---------------------------------------------------------------------|
 AK7069| PID    Reference Object                     Distance      Geod. Az  |
 AK7069|                                                           dddmmss.s |
 AK7069| AK7078 11 91 GPS 9                         APPROX. 0.9 KM 2030331.1 |
 AK7069|---------------------------------------------------------------------|
 AK7069
 AK7069                          SUPERSEDED SURVEY CONTROL
 AK7069
 AK7069  NAD 83(2007)-  28 55 36.36681(N)    081 26 27.01256(W) AD(2002.00) 0
 AK7069  ELLIP H (02/10/07)  -12.902  (m)                       GP(2002.00)    
 AK7069  NAD 83(1999)-  28 55 36.36687(N)    081 26 27.01264(W) AD(       ) 1
 AK7069  ELLIP H (07/06/01)  -12.909  (m)                       GP(       ) 4 2
 AK7069  NAD 83(1990)-  28 55 36.36713(N)    081 26 27.01188(W) AD(       ) 1
 AK7069  ELLIP H (09/25/92)  -12.898  (m)                       GP(       ) 4 1
 AK7069  NGVD 29 (09/25/92)   15.3    (m)  GEOID90  model used  GPS OBS        
 AK7069
 AK7069.Superseded values are not recommended for survey control.
 AK7069
 AK7069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7069.See file dsdata.pdf to determine how the superseded data were derived.
 AK7069
 AK7069_MARKER: DD = SURVEY DISK
 AK7069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7069_STAMPING: 11 91 GPS10
 AK7069_MARK LOGO: FLDT
 AK7069_PROJECTION: FLUSH
 AK7069_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7069+STABILITY: SURFACE MOTION
 AK7069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7069+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2000
 AK7069
 AK7069  HISTORY     - Date     Condition        Report By
 AK7069  HISTORY     - 1991     MONUMENTED       FLDT
 AK7069  HISTORY     - 19970217 GOOD             USPSQD
 AK7069  HISTORY     - 20000603 GOOD             FLDEP
 AK7069
 AK7069                          STATION DESCRIPTION
 AK7069
 AK7069'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7069'THE STATION IS LOCATED ABOUT 16.9 KM (10.50 MI) SOUTHWESTERLY OF
 AK7069'DELAND, FLORIDA, ALONG STATE ROAD 44.
 AK7069'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 15A AND
 AK7069'STATEROAD 44, GO WESTERLY AND SOUTHWESTERLY 6.6 KM (4.10 MI) TO THE
 AK7069'INTERSECTION OF COUNTY ROAD 42, CONTINUE STRAIGHT AHEAD,
 AK7069'SOUTHWESTERLY,      10.06 KM (6.25 MI) TO THE STATION ON THE LEFT.
 AK7069'THE STATION IS FLUSH WITH THE GROUND. LOCATED 20.15 M (66.1 FT)
 AK7069'SOUTHEASTERLY OF A POWER POLE,  0.52 M (1.7 FT) NORTHWESTERLY OF A
 AK7069'HOGWIRE FENCE, 15.42 M (50.6 FT) SOUTHEASTERLY OF THE CENTERLINE OF
 AK7069'PAVEMENT FOR STATE ROAD 44, 47.55 M (156.0 FT) NORTHEASTERLY
 AK7069'OF THE CENTER OF A DIRT DRIVE, AND 0.46 M (1.5 FT) NORTHWESTERLY OF A
 AK7069'METAL WITNESS POST.
 AK7069
 AK7069                          STATION RECOVERY (1997)
 AK7069
 AK7069'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7069'RECOVERED IN GOOD CONDITION.
 AK7069
 AK7069                          STATION RECOVERY (2000)
 AK7069
 AK7069'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AK7069'THE MARK IS ABOUT 15.9 MI (25.6 KM) EAST OF EUSTIS, 11.65 MI (18.75
 AK7069'KM) WEST OF DELAND, IN SECTION 17, TOWNSHIP 18 SOUTH, RANGE 29 EAST.
 AK7069'TO REACH THE MARK FROM THE INTERSECTION OF 15A (SPRING GARDEN AVENUE)
 AK7069'AND STATE ROAD 44 (NEW YORK AVENUE) IN DELAND, GO WEST ON STATE ROAD
 AK7069'44 (NEW YORK AVENUE) FOR 4.2 MI (6.8 KM) TO THE JUNCTION OF COUNTY
 AK7069'ROAD 42 ON THE RIGHT, CONTINUE SOUTHWEST ON STATE ROAD 44 FOR 6.5 MI
 AK7069'(10.5 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 AK7069'MONUMENT RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE GROUND AND
 AK7069'ABOUT LEVEL WITH STATE ROAD 44. LOCATED 399.0 FT (121.6 M) SOUTH OF
 AK7069'THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT 31112, 156.0 FT (47.5 M)
 AK7069'NORTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT DRIVEWAY, 66.0 FT
 AK7069'(20.1 M) SOUTHEAST OF A POWER POLE NUMBER 111588, 50.4 FT (15.4 M)
 AK7069'EAST OF THE CENTERLINE OF STATE ROAD 44 AND 1.7 FT (0.5 M) NORTHWEST
 AK7069'OF A METAL WITNESS POST IN THE HOG WIRE FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7070 ***********************************************************************
 AK7070  DESIGNATION -  11 91 GPS11
 AK7070  PID         -  AK7070
 AK7070  STATE/COUNTY-  FL/LAKE
 AK7070  COUNTRY     -  US
 AK7070  USGS QUAD   -  PINE LAKES (2018)
 AK7070
 AK7070                         *CURRENT SURVEY CONTROL
 AK7070  ______________________________________________________________________
 AK7070* NAD 83(2011) POSITION- 28 59 31.55858(N) 081 23 47.17102(W)   ADJUSTED
 AK7070* NAD 83(2011) ELLIP HT-   -21.644 (meters)        (06/27/12)   ADJUSTED
 AK7070* NAD 83(2011) EPOCH   -  2010.00
 AK7070* NAVD 88 ORTHO HEIGHT -     6.379 (meters)       20.93  (feet) ADJUSTED
 AK7070  ______________________________________________________________________
 AK7070  GEOID HEIGHT    -        -28.018 (meters)                     GEOID18
 AK7070  NAD 83(2011) X  -    835,235.623 (meters)                     COMP
 AK7070  NAD 83(2011) Y  - -5,520,415.935 (meters)                     COMP
 AK7070  NAD 83(2011) Z  -  3,073,124.824 (meters)                     COMP
 AK7070  LAPLACE CORR    -          0.21  (seconds)                    DEFLEC18
 AK7070  DYNAMIC HEIGHT  -          6.370 (meters)       20.90  (feet) COMP
 AK7070  MODELED GRAVITY -    979,247.5   (mgal)                       NAVD 88
 AK7070
 AK7070  VERT ORDER      -  SECOND    CLASS I
 AK7070
 AK7070  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7070  Standards:
 AK7070         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7070            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7070  -------------------------------------------------------------------
 AK7070  NETWORK    1.82   2.94           0.73   0.76   1.50      0.07663545
 AK7070  -------------------------------------------------------------------
 AK7070  Click here for local accuracies and other accuracy information.
 AK7070
 AK7070.The horizontal coordinates were established by GPS observations
 AK7070.and adjusted by the National Geodetic Survey in June 2012.
 AK7070
 AK7070.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7070.been affixed to the stable North American tectonic plate. See 
 AK7070.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7070
 AK7070.The horizontal coordinates are valid at the epoch date displayed above
 AK7070.which is a decimal equivalence of Year/Month/Day.
 AK7070
 AK7070.The orthometric height was determined by differential leveling and
 AK7070.adjusted by the NATIONAL GEODETIC SURVEY
 AK7070.in August 2004.
 AK7070
 AK7070.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7070.GEOID18 height accuracy estimate available here.
 AK7070
 AK7070.Click photographs - Photos may exist for this station.
 AK7070
 AK7070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7070
 AK7070.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7070
 AK7070.The ellipsoidal height was determined by GPS observations
 AK7070.and is referenced to NAD 83.
 AK7070
 AK7070.The dynamic height is computed by dividing the NAVD 88
 AK7070.geopotential number by the normal gravity value computed on the
 AK7070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7070.degrees latitude (g = 980.6199 gals.).
 AK7070
 AK7070.The modeled gravity was interpolated from observed gravity values.
 AK7070
 AK7070. The following values were computed from the NAD 83(2011) position.
 AK7070
 AK7070;                    North         East     Units Scale Factor Converg.
 AK7070;SPC FL E     -   516,219.223   161,370.841   MT  0.99995958   -0 11 31.7
 AK7070;SPC FL E     - 1,693,629.23    529,430.83   sFT  0.99995958   -0 11 31.7
 AK7070;UTM  17      - 3,207,175.073   461,384.022   MT  0.99961840   -0 11 31.7
 AK7070
 AK7070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7070!SPC FL E     -   1.00000340  x   0.99995958  =   0.99996298
 AK7070!UTM  17      -   1.00000340  x   0.99961840  =   0.99962180
 AK7070
 AK7070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN6138407175(NAD 83)
 AK7070
 AK7070                          SUPERSEDED SURVEY CONTROL
 AK7070
 AK7070  NAD 83(2007)-  28 59 31.55868(N)    081 23 47.17162(W) AD(2002.00) 0
 AK7070  ELLIP H (02/10/07)  -21.618  (m)                       GP(2002.00)    
 AK7070  NAD 83(1999)-  28 59 31.55884(N)    081 23 47.17166(W) AD(       ) 1
 AK7070  ELLIP H (07/06/01)  -21.630  (m)                       GP(       ) 4 2
 AK7070  NAD 83(1990)-  28 59 31.55814(N)    081 23 47.17096(W) AD(       ) 1
 AK7070  ELLIP H (09/25/92)  -21.563  (m)                       GP(       ) 4 1
 AK7070  NGVD 29 (09/25/92)    6.7    (m)  GEOID90  model used  GPS OBS        
 AK7070
 AK7070.Superseded values are not recommended for survey control.
 AK7070
 AK7070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7070.See file dsdata.pdf to determine how the superseded data were derived.
 AK7070
 AK7070_MARKER: DD = SURVEY DISK
 AK7070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7070_STAMPING: 11 91 GPS11
 AK7070_MARK LOGO: FLDT
 AK7070_PROJECTION: FLUSH
 AK7070_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7070+STABILITY: SURFACE MOTION
 AK7070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7070+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2015
 AK7070
 AK7070  HISTORY     - Date     Condition        Report By
 AK7070  HISTORY     - 1991     MONUMENTED       FLDT
 AK7070  HISTORY     - 20000603 GOOD             FLDEP
 AK7070  HISTORY     - 20151229 GOOD             PICKET
 AK7070
 AK7070                          STATION DESCRIPTION
 AK7070
 AK7070'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7070'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTHWESTERLY OF
 AK7070'DELAND,FLORIDA, ALONG STATE ROAD 44.
 AK7070'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 15A AND
 AK7070'STATEROAD 44, GO WESTERLY AND SOUTHWESTERLY 6.6 KM (4.10 MI) TO THE
 AK7070'INTERSECTION OF COUNTY ROAD 42, CONTINUE STRAIGHT AHEAD,
 AK7070'SOUTHWESTERLY, 1.77 KM (1.10 MI) TO THE STATION ON THE LEFT.
 AK7070'THE STATION IS FLUSH WITH THE GROUND. LOCATED 55.9 M (183.4 FT)
 AK7070'SOUTHEASTERLY OF THE CENTERLINE OF PAVEMENT OF CUMNER ROAD, 0.54 M
 AK7070'(1.8 FT) NORTHWESTERLY OF A BARBED WIRE FENCE, 13.84 M (45.4 FT)
 AK7070'SOUTHEASTERLY OF THE CENTERLINE OF PAVEMENT FOR STATE ROAD 44, AND
 AK7070'0.46 M (1.5 FT) NORTHWESTERLY OF A METAL WITNESS POST.
 AK7070
 AK7070                          STATION RECOVERY (2000)
 AK7070
 AK7070'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AK7070'THE MARK IS ABOUT 20.9 MI (33.6 KM) EAST OF EUSTIS, 6.1 MI (9.8 KM)
 AK7070'WEST OF DELAND, NEAR THE JUNCTION OF STATE ROAD 44 AND CUMMER ROAD, IN
 AK7070'SECTION 22, TOWNSHIP 17 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM
 AK7070'THE INTERSECTION OF 15A (SPRING GARDEN AVENUE) AND STATE ROAD 44 (NEW
 AK7070'YORK AVENUE) IN DELAND, GO WEST ON STATE ROAD 44 (NEW YORK AVENUE) FOR
 AK7070'4.2 MI (6.8 KM) TO THE JUNCTION OF COUNTY ROAD 42 ON THE RIGHT,
 AK7070'CONTINUE SOUTHWEST ON STATE ROAD 44 FOR 1.15 MI (1.85 KM) TO THE MARK
 AK7070'ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 AK7070'THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD 44.
 AK7070'LOCATED 183.4 FT (55.9 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 AK7070'CUMMER ROAD, 170.0 FT (51.8 M) NORTHEAST OF POWER POLE NUMBER 4818
 AK7070'(103458), 160.0 FT (48.8 M) NORTHEAST OF THE EXTENDED CENTERLINE OF
 AK7070'FOREST DRIVE, 45.4 FT (13.8 M) SOUTHEAST OF THE CENTERLINE OF STATE
 AK7070'ROAD 44 AND 1.5 FT (0.5 M) NORTHWEST OF A METAL WITNESS POST.
 AK7070
 AK7070                          STATION RECOVERY (2015)
 AK7070
 AK7070'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2015 (CF)
 AK7070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7071 ***********************************************************************
 AK7071  DESIGNATION -  11 91 GPS2
 AK7071  PID         -  AK7071
 AK7071  STATE/COUNTY-  FL/LAKE
 AK7071  COUNTRY     -  US
 AK7071  USGS QUAD   -  SORRENTO (2018)
 AK7071
 AK7071                         *CURRENT SURVEY CONTROL
 AK7071  ______________________________________________________________________
 AK7071* NAD 83(2011) POSITION- 28 47 47.95196(N) 081 37 28.94201(W)   ADJUSTED
 AK7071* NAD 83(2011) ELLIP HT-    17.447 (meters)        (06/27/12)   ADJUSTED
 AK7071* NAD 83(2011) EPOCH   -  2010.00
 AK7071* NAVD 88 ORTHO HEIGHT -    45.0   (meters)      148.    (feet) VERTCON3
 AK7071  ______________________________________________________________________
 AK7071  GEOID HEIGHT    -        -27.527 (meters)                     GEOID18
 AK7071  NAD 83(2011) X  -    814,764.971 (meters)                     COMP
 AK7071  NAD 83(2011) Y  - -5,534,089.013 (meters)                     COMP
 AK7071  NAD 83(2011) Z  -  3,054,178.302 (meters)                     COMP
 AK7071  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 AK7071
 AK7071  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7071  Standards:
 AK7071         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7071            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7071  -------------------------------------------------------------------
 AK7071  NETWORK    1.63   2.61           0.65   0.68   1.33      0.13627008
 AK7071  -------------------------------------------------------------------
 AK7071  Click here for local accuracies and other accuracy information.
 AK7071
 AK7071.The horizontal coordinates were established by GPS observations
 AK7071.and adjusted by the National Geodetic Survey in June 2012.
 AK7071
 AK7071.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7071.been affixed to the stable North American tectonic plate. See 
 AK7071.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7071
 AK7071.The horizontal coordinates are valid at the epoch date displayed above
 AK7071.which is a decimal equivalence of Year/Month/Day.
 AK7071
 AK7071.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK7071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK7071
 AK7071.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7071.GEOID18 height accuracy estimate available here.
 AK7071
 AK7071.Click photographs - Photos may exist for this station.
 AK7071
 AK7071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7071
 AK7071.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7071
 AK7071.The ellipsoidal height was determined by GPS observations
 AK7071.and is referenced to NAD 83.
 AK7071
 AK7071. The following values were computed from the NAD 83(2011) position.
 AK7071
 AK7071;                    North         East     Units Scale Factor Converg.
 AK7071;SPC FL E     -   494,653.782   139,013.501   MT  0.99998706   -0 18 03.4
 AK7071;SPC FL E     - 1,622,876.62    456,080.13   sFT  0.99998706   -0 18 03.4
 AK7071;UTM  17      - 3,185,616.990   439,034.310   MT  0.99964587   -0 18 03.4
 AK7071
 AK7071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7071!SPC FL E     -   0.99999726  x   0.99998706  =   0.99998432
 AK7071!UTM  17      -   0.99999726  x   0.99964587  =   0.99964313
 AK7071
 AK7071:                Primary Azimuth Mark                     Grid Az
 AK7071:SPC FL E     -  11 91 GPS1                               187 19 58.6
 AK7071:UTM  17      -  11 91 GPS1                               187 19 58.6
 AK7071
 AK7071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3903485616(NAD 83)
 AK7071
 AK7071|---------------------------------------------------------------------|
 AK7071| PID    Reference Object                     Distance      Geod. Az  |
 AK7071|                                                           dddmmss.s |
 AK7071| AK7068 11 91 GPS1                          APPROX. 0.5 KM 1870155.2 |
 AK7071|---------------------------------------------------------------------|
 AK7071
 AK7071                          SUPERSEDED SURVEY CONTROL
 AK7071
 AK7071  NAD 83(2007)-  28 47 47.95208(N)    081 37 28.94259(W) AD(2002.00) 0
 AK7071  ELLIP H (02/10/07)   17.473  (m)                       GP(2002.00)    
 AK7071  NAD 83(1999)-  28 47 47.95236(N)    081 37 28.94249(W) AD(       ) 1
 AK7071  ELLIP H (07/06/01)   17.461  (m)                       GP(       ) 4 2
 AK7071  NAD 83(1990)-  28 47 47.95171(N)    081 37 28.94197(W) AD(       ) 1
 AK7071  ELLIP H (09/25/92)   17.476  (m)                       GP(       ) 4 1
 AK7071  NGVD 29 (09/25/92)   45.3    (m)  GEOID90  model used  GPS OBS        
 AK7071
 AK7071.Superseded values are not recommended for survey control.
 AK7071
 AK7071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7071.See file dsdata.pdf to determine how the superseded data were derived.
 AK7071
 AK7071_MARKER: DD = SURVEY DISK
 AK7071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7071_STAMPING: 11 91 GPS2
 AK7071_MARK LOGO: FLDT
 AK7071_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7071+STABILITY: SURFACE MOTION
 AK7071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7071+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AK7071
 AK7071  HISTORY     - Date     Condition        Report By
 AK7071  HISTORY     - 1991     MONUMENTED       FLDT
 AK7071  HISTORY     - 19970217 GOOD             USPSQD
 AK7071
 AK7071                          STATION DESCRIPTION
 AK7071
 AK7071'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7071'THE STATION IS LOCATED NEAR MT DORA, FLORIDA NEAR THE INTERSECTION OF
 AK7071'US HIGHWAY 441 AND STATE ROAD 46.
 AK7071'THE STATION IS LOCATED AT THE SOUTHEAST INTERSECTION OF STATE ROAD 46
 AK7071'AND US HIGHWAY 441 IN THE ISLAND FORMED BY THE US HIGHWAY 441 NORTH
 AK7071'BOUND OFF RAMP AT STATE ROAD 46.
 AK7071'THE STATION IS FLUSH WITH THE GROUND. LOCATED 28.5 M (93.5 FT)
 AK7071'SOUTHEASTERLY OF THE SOUTHEAST BRIDGE ABUTTMENT FOR NORTHBOUND US
 AK7071'HIGHWAY 441, 43.73 M (143.5 FT) NORTHEASTERLY OF THE SOUTH END OF A
 AK7071'GUARD RAIL, AND 1.43 M (4.7 FT) SOUTHERLY OF A METAL WITNESS POST.
 AK7071
 AK7071                          STATION RECOVERY (1997)
 AK7071
 AK7071'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7072 ***********************************************************************
 AK7072  DESIGNATION -  11 91 GPS3
 AK7072  PID         -  AK7072
 AK7072  STATE/COUNTY-  FL/LAKE
 AK7072  COUNTRY     -  US
 AK7072  USGS QUAD   -  SORRENTO (2018)
 AK7072
 AK7072                         *CURRENT SURVEY CONTROL
 AK7072  ______________________________________________________________________
 AK7072* NAD 83(2011) POSITION- 28 48 43.82320(N) 081 31 36.02423(W)   ADJUSTED
 AK7072* NAD 83(2011) ELLIP HT-    -6.838 (meters)        (06/27/12)   ADJUSTED
 AK7072* NAD 83(2011) EPOCH   -  2010.00
 AK7072* NAVD 88 ORTHO HEIGHT -    20.8   (meters)       68.    (feet) VERTCON3
 AK7072  ______________________________________________________________________
 AK7072  GEOID HEIGHT    -        -27.637 (meters)                     GEOID18
 AK7072  NAD 83(2011) X  -    824,107.310 (meters)                     COMP
 AK7072  NAD 83(2011) Y  - -5,531,846.074 (meters)                     COMP
 AK7072  NAD 83(2011) Z  -  3,055,673.871 (meters)                     COMP
 AK7072  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 AK7072
 AK7072  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7072  Standards:
 AK7072         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7072            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7072  -------------------------------------------------------------------
 AK7072  NETWORK    1.70   2.78           0.68   0.71   1.42      0.14779023
 AK7072  -------------------------------------------------------------------
 AK7072  Click here for local accuracies and other accuracy information.
 AK7072
 AK7072.The horizontal coordinates were established by GPS observations
 AK7072.and adjusted by the National Geodetic Survey in June 2012.
 AK7072
 AK7072.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7072.been affixed to the stable North American tectonic plate. See 
 AK7072.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7072
 AK7072.The horizontal coordinates are valid at the epoch date displayed above
 AK7072.which is a decimal equivalence of Year/Month/Day.
 AK7072
 AK7072.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK7072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK7072
 AK7072.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7072.GEOID18 height accuracy estimate available here.
 AK7072
 AK7072.Click photographs - Photos may exist for this station.
 AK7072
 AK7072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7072
 AK7072.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7072
 AK7072.The ellipsoidal height was determined by GPS observations
 AK7072.and is referenced to NAD 83.
 AK7072
 AK7072. The following values were computed from the NAD 83(2011) position.
 AK7072
 AK7072;                    North         East     Units Scale Factor Converg.
 AK7072;SPC FL E     -   496,327.495   148,591.654   MT  0.99997378   -0 15 13.8
 AK7072;SPC FL E     - 1,628,367.79    487,504.45   sFT  0.99997378   -0 15 13.8
 AK7072;UTM  17      - 3,187,290.132   448,609.195   MT  0.99963259   -0 15 13.8
 AK7072
 AK7072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7072!SPC FL E     -   1.00000107  x   0.99997378  =   0.99997485
 AK7072!UTM  17      -   1.00000107  x   0.99963259  =   0.99963366
 AK7072
 AK7072:                Primary Azimuth Mark                     Grid Az
 AK7072:SPC FL E     -  11 91 GPS4                               082 28 54.1
 AK7072:UTM  17      -  11 91 GPS4                               082 28 54.1
 AK7072
 AK7072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4860987290(NAD 83)
 AK7072
 AK7072|---------------------------------------------------------------------|
 AK7072| PID    Reference Object                     Distance      Geod. Az  |
 AK7072|                                                           dddmmss.s |
 AK7072| AK7073 11 91 GPS4                          APPROX. 0.5 KM 0821340.3 |
 AK7072|---------------------------------------------------------------------|
 AK7072
 AK7072                          SUPERSEDED SURVEY CONTROL
 AK7072
 AK7072  NAD 83(2007)-  28 48 43.82333(N)    081 31 36.02482(W) AD(2002.00) 0
 AK7072  ELLIP H (02/10/07)   -6.810  (m)                       GP(2002.00)    
 AK7072  NAD 83(1999)-  28 48 43.82346(N)    081 31 36.02481(W) AD(       ) 1
 AK7072  ELLIP H (07/06/01)   -6.823  (m)                       GP(       ) 4 2
 AK7072  NAD 83(1990)-  28 48 43.82323(N)    081 31 36.02427(W) AD(       ) 1
 AK7072  ELLIP H (09/25/92)   -6.813  (m)                       GP(       ) 4 1
 AK7072  NGVD 29 (09/25/92)   21.1    (m)  GEOID90  model used  GPS OBS        
 AK7072
 AK7072.Superseded values are not recommended for survey control.
 AK7072
 AK7072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7072.See file dsdata.pdf to determine how the superseded data were derived.
 AK7072
 AK7072_MARKER: DD = SURVEY DISK
 AK7072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7072_STAMPING: 11 91 GPS3
 AK7072_MARK LOGO: FLDT
 AK7072_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7072+STABILITY: SURFACE MOTION
 AK7072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7072+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AK7072
 AK7072  HISTORY     - Date     Condition        Report By
 AK7072  HISTORY     - 1991     MONUMENTED       FLDT
 AK7072  HISTORY     - 19970217 MARK NOT FOUND   USPSQD
 AK7072
 AK7072                          STATION DESCRIPTION
 AK7072
 AK7072'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7072'THE STATION IS LOCATED NEAR MT DORA, FLORIDA ABOUT 9.65 KM (6.00 MI)
 AK7072'EASTERLY OF THE INTERSECTION OF US HIGHWAY 441 AND STATE ROAD 46.
 AK7072'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 46 GO
 AK7072'EASTERLY 9.1 KM (5.65 MI) TO THE INTERSECTION OF STATE ROAD 46 AND
 AK7072'COUNTY ROAD 435, CONTINUE STRAIGHT AHEAD (EASTERLY) 0.76 KM (0.45 MI)
 AK7072'TO THE STATION ON THE LEFT.
 AK7072'THE STATION IS FLUSH WITH THE GROUND. LOCATED 28.54 M (93.6 FT)
 AK7072'NORTHWESTERLY OF A POWER POLE NO. R18DD471, 14.32 M (47.0 FT)
 AK7072'NORTHERLY OF THE CENTERLINE OF PAVEMENT OF STATE ROAD 46, AND 0.91 M
 AK7072'(3.0 FT) SOUTHERLY OF A METAL WITNESS POST.
 AK7072
 AK7072                          STATION RECOVERY (1997)
 AK7072
 AK7072'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7072'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7073 ***********************************************************************
 AK7073  DESIGNATION -  11 91 GPS4
 AK7073  PID         -  AK7073
 AK7073  STATE/COUNTY-  FL/LAKE
 AK7073  COUNTRY     -  US
 AK7073  USGS QUAD   -  SORRENTO (2018)
 AK7073
 AK7073                         *CURRENT SURVEY CONTROL
 AK7073  ______________________________________________________________________
 AK7073* NAD 83(2011) POSITION- 28 48 46.04506(N) 081 31 17.53798(W)   ADJUSTED
 AK7073* NAD 83(2011) ELLIP HT-    -8.467 (meters)        (06/27/12)   ADJUSTED
 AK7073* NAD 83(2011) EPOCH   -  2010.00
 AK7073* NAVD 88 ORTHO HEIGHT -    19.2   (meters)       63.    (feet) VERTCON3
 AK7073  ______________________________________________________________________
 AK7073  GEOID HEIGHT    -        -27.643 (meters)                     GEOID18
 AK7073  NAD 83(2011) X  -    824,598.021 (meters)                     COMP
 AK7073  NAD 83(2011) Y  - -5,531,738.174 (meters)                     COMP
 AK7073  NAD 83(2011) Z  -  3,055,733.022 (meters)                     COMP
 AK7073  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 AK7073
 AK7073  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7073  Standards:
 AK7073         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7073            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7073  -------------------------------------------------------------------
 AK7073  NETWORK    1.68   2.78           0.67   0.70   1.42      0.14992509
 AK7073  -------------------------------------------------------------------
 AK7073  Click here for local accuracies and other accuracy information.
 AK7073
 AK7073.The horizontal coordinates were established by GPS observations
 AK7073.and adjusted by the National Geodetic Survey in June 2012.
 AK7073
 AK7073.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7073.been affixed to the stable North American tectonic plate. See 
 AK7073.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7073
 AK7073.The horizontal coordinates are valid at the epoch date displayed above
 AK7073.which is a decimal equivalence of Year/Month/Day.
 AK7073
 AK7073.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK7073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK7073
 AK7073.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7073.GEOID18 height accuracy estimate available here.
 AK7073
 AK7073.Click photographs - Photos may exist for this station.
 AK7073
 AK7073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7073
 AK7073.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7073
 AK7073.The ellipsoidal height was determined by GPS observations
 AK7073.and is referenced to NAD 83.
 AK7073
 AK7073. The following values were computed from the NAD 83(2011) position.
 AK7073
 AK7073;                    North         East     Units Scale Factor Converg.
 AK7073;SPC FL E     -   496,393.687   149,093.194   MT  0.99997315   -0 15 04.9
 AK7073;SPC FL E     - 1,628,584.95    489,149.92   sFT  0.99997315   -0 15 04.9
 AK7073;UTM  17      - 3,187,356.301   449,110.563   MT  0.99963196   -0 15 04.9
 AK7073
 AK7073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7073!SPC FL E     -   1.00000133  x   0.99997315  =   0.99997448
 AK7073!UTM  17      -   1.00000133  x   0.99963196  =   0.99963329
 AK7073
 AK7073:                Primary Azimuth Mark                     Grid Az
 AK7073:SPC FL E     -  11 91 GPS3                               262 28 54.2
 AK7073:UTM  17      -  11 91 GPS3                               262 28 54.2
 AK7073
 AK7073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4911087356(NAD 83)
 AK7073
 AK7073|---------------------------------------------------------------------|
 AK7073| PID    Reference Object                     Distance      Geod. Az  |
 AK7073|                                                           dddmmss.s |
 AK7073| AK7072 11 91 GPS3                          APPROX. 0.5 KM 2621349.3 |
 AK7073|---------------------------------------------------------------------|
 AK7073
 AK7073                          SUPERSEDED SURVEY CONTROL
 AK7073
 AK7073  NAD 83(2007)-  28 48 46.04519(N)    081 31 17.53857(W) AD(2002.00) 0
 AK7073  ELLIP H (02/10/07)   -8.439  (m)                       GP(2002.00)    
 AK7073  NAD 83(1999)-  28 48 46.04532(N)    081 31 17.53856(W) AD(       ) 1
 AK7073  ELLIP H (07/06/01)   -8.452  (m)                       GP(       ) 4 2
 AK7073  NAD 83(1990)-  28 48 46.04510(N)    081 31 17.53802(W) AD(       ) 1
 AK7073  ELLIP H (09/25/92)   -8.442  (m)                       GP(       ) 4 1
 AK7073  NGVD 29 (09/25/92)   19.5    (m)  GEOID90  model used  GPS OBS        
 AK7073
 AK7073.Superseded values are not recommended for survey control.
 AK7073
 AK7073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7073.See file dsdata.pdf to determine how the superseded data were derived.
 AK7073
 AK7073_MARKER: DD = SURVEY DISK
 AK7073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7073_STAMPING: 11 91 GPS4
 AK7073_MARK LOGO: FLDT
 AK7073_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7073+STABILITY: SURFACE MOTION
 AK7073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7073+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AK7073
 AK7073  HISTORY     - Date     Condition        Report By
 AK7073  HISTORY     - 1991     MONUMENTED       FLDT
 AK7073  HISTORY     - 19970217 MARK NOT FOUND   USPSQD
 AK7073
 AK7073                          STATION DESCRIPTION
 AK7073
 AK7073'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7073'THE STATION IS LOCATED NEAR MT DORA, FLORIDA ABOUT 10.0 KM (6.20 MI)
 AK7073'EASTERLY OF THE INTERSECTION OF US HIGHWAY 441 AND STATE ROAD 46.
 AK7073'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 46 GO
 AK7073'EASTERLY 9.1 KM (5.65 MI) TO THE INTERSECTION OF STATE ROAD 46 AND
 AK7073'COUNTY ROAD 435, CONTINUE STRAIGHT AHEAD (EASTERLY) 1.27 KM (0.80 MI)
 AK7073'TO THE STATION ON THE LEFT.
 AK7073'THE STATION IS FLUSH WITH THE GROUND. LOCATED 8.29 M (27.2 FT)
 AK7073'NORTHWESTERLY OF A POWER POLE NO. R18DD474, 8.99 M (29.5 FT)
 AK7073'NORTHERLYOF THE CENTERLINE OF PAVEMENT OF STATE ROAD 46, AND 11.73 M
 AK7073'(38.5 FT) SOUTHERLY OF A METAL WITNESS POST.
 AK7073
 AK7073                          STATION RECOVERY (1997)
 AK7073
 AK7073'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7073'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7076 ***********************************************************************
 AK7076  DESIGNATION -  11 91 GPS7
 AK7076  PID         -  AK7076
 AK7076  STATE/COUNTY-  FL/LAKE
 AK7076  COUNTRY     -  US
 AK7076  USGS QUAD   -  SORRENTO (2018)
 AK7076
 AK7076                         *CURRENT SURVEY CONTROL
 AK7076  ______________________________________________________________________
 AK7076* NAD 83(2011) POSITION- 28 51 03.97274(N) 081 33 39.45528(W)   ADJUSTED
 AK7076* NAD 83(2011) ELLIP HT-     9.944 (meters)        (06/27/12)   ADJUSTED
 AK7076* NAD 83(2011) EPOCH   -  2010.00
 AK7076* NAVD 88 ORTHO HEIGHT -    37.618 (meters)      123.42  (feet) ADJUSTED
 AK7076  ______________________________________________________________________
 AK7076  GEOID HEIGHT    -        -27.672 (meters)                     GEOID18
 AK7076  NAD 83(2011) X  -    820,493.640 (meters)                     COMP
 AK7076  NAD 83(2011) Y  - -5,530,294.563 (meters)                     COMP
 AK7076  NAD 83(2011) Z  -  3,059,461.884 (meters)                     COMP
 AK7076  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 AK7076  DYNAMIC HEIGHT  -         37.565 (meters)      123.24  (feet) COMP
 AK7076  MODELED GRAVITY -    979,238.2   (mgal)                       NAVD 88
 AK7076
 AK7076  VERT ORDER      -  SECOND    CLASS I
 AK7076
 AK7076  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7076  Standards:
 AK7076         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7076            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7076  -------------------------------------------------------------------
 AK7076  NETWORK    2.65   3.70           0.96   1.17   1.89      0.24049874
 AK7076  -------------------------------------------------------------------
 AK7076  Click here for local accuracies and other accuracy information.
 AK7076
 AK7076.The horizontal coordinates were established by GPS observations
 AK7076.and adjusted by the National Geodetic Survey in June 2012.
 AK7076
 AK7076.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7076.been affixed to the stable North American tectonic plate. See 
 AK7076.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7076
 AK7076.The horizontal coordinates are valid at the epoch date displayed above
 AK7076.which is a decimal equivalence of Year/Month/Day.
 AK7076
 AK7076.The orthometric height was determined by differential leveling and
 AK7076.adjusted by the NATIONAL GEODETIC SURVEY
 AK7076.in April 2001.
 AK7076
 AK7076.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7076.GEOID18 height accuracy estimate available here.
 AK7076
 AK7076.Click photographs - Photos may exist for this station.
 AK7076
 AK7076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7076
 AK7076.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7076
 AK7076.The ellipsoidal height was determined by GPS observations
 AK7076.and is referenced to NAD 83.
 AK7076
 AK7076.The dynamic height is computed by dividing the NAVD 88
 AK7076.geopotential number by the normal gravity value computed on the
 AK7076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7076.degrees latitude (g = 980.6199 gals.).
 AK7076
 AK7076.The modeled gravity was interpolated from observed gravity values.
 AK7076
 AK7076. The following values were computed from the NAD 83(2011) position.
 AK7076
 AK7076;                    North         East     Units Scale Factor Converg.
 AK7076;SPC FL E     -   500,657.438   145,265.290   MT  0.99997813   -0 16 14.5
 AK7076;SPC FL E     - 1,642,573.61    476,591.21   sFT  0.99997813   -0 16 14.5
 AK7076;UTM  17      - 3,191,618.597   445,283.966   MT  0.99963694   -0 16 14.5
 AK7076
 AK7076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7076!SPC FL E     -   0.99999844  x   0.99997813  =   0.99997657
 AK7076!UTM  17      -   0.99999844  x   0.99963694  =   0.99963538
 AK7076
 AK7076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4528391618(NAD 83)
 AK7076
 AK7076                          SUPERSEDED SURVEY CONTROL
 AK7076
 AK7076  NAD 83(2007)-  28 51 03.97288(N)    081 33 39.45588(W) AD(2002.00) 0
 AK7076  ELLIP H (02/10/07)    9.972  (m)                       GP(2002.00)    
 AK7076  NAD 83(1999)-  28 51 03.97311(N)    081 33 39.45578(W) AD(       ) 1
 AK7076  ELLIP H (07/06/01)    9.964  (m)                       GP(       ) 4 2
 AK7076  NAD 83(1990)-  28 51 03.97270(N)    081 33 39.45526(W) AD(       ) 1
 AK7076  ELLIP H (09/25/92)    9.977  (m)                       GP(       ) 4 1
 AK7076  NGVD 29 (09/25/92)   38.0    (m)  GEOID90  model used  GPS OBS        
 AK7076
 AK7076.Superseded values are not recommended for survey control.
 AK7076
 AK7076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7076.See file dsdata.pdf to determine how the superseded data were derived.
 AK7076
 AK7076_MARKER: DD = SURVEY DISK
 AK7076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7076_STAMPING: 11 91 GPS7
 AK7076_MARK LOGO: FLDT
 AK7076_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7076+STABILITY: SURFACE MOTION
 AK7076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7076+SATELLITE: SATELLITE OBSERVATIONS - November 24, 1997
 AK7076
 AK7076  HISTORY     - Date     Condition        Report By
 AK7076  HISTORY     - 1991     MONUMENTED       FLDT
 AK7076  HISTORY     - 19970217 GOOD             USPSQD
 AK7076  HISTORY     - 19971124 GOOD             FLDEP
 AK7076
 AK7076                          STATION DESCRIPTION
 AK7076
 AK7076'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7076'THE STATION IS LOCATED ABOUT 9.65 KM (6.00 MI) EASTERLY OF EUSTIS,
 AK7076'FLORIDA, ALONG STATE ROAD 44.
 AK7076'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 19 AND US
 AK7076'HIGHWAY 441 GO EASTERLY 4.02 KM (2.50 MI) ALONG US HIGHWAY 441 TO ITS
 AK7076'INTERSECTION WITH COUNTY ROAD 44B, TURN LEFT AND GO NORTHERLY 3.38 KM
 AK7076'(2.10 MI) TO THE INTERSECTION OF COUNTY ROAD 44B AND STATE ROAD 44,
 AK7076'TURN RIGHT AND GO EASTERLY 6.84 KM (4.25 MI) TO THE STATION ON THE
 AK7076'RIGHT AT THE TOP OF A HILL.
 AK7076'THE STATION IS FLUSH WITH THE GROUND. LOCATED 36.55 M (119.9 FT)
 AK7076'SOUTHEASTERLY OF A POWER POLE, 15.42 M (50.6 FT) SOUTHERLY OF THE
 AK7076'CENTERLINE OF PAVEMENT FOR STATE ROAD 44, AND 0.91 M (3.0 FT)
 AK7076'NORTHERLY OF A METAL WITNESS POST.
 AK7076
 AK7076                          STATION RECOVERY (1997)
 AK7076
 AK7076'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7076'RECOVERED IN GOOD CONDITION.
 AK7076
 AK7076                          STATION RECOVERY (1997)
 AK7076
 AK7076'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (LGB)
 AK7076'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7077 ***********************************************************************
 AK7077  DESIGNATION -  11 91 GPS8
 AK7077  PID         -  AK7077
 AK7077  STATE/COUNTY-  FL/LAKE
 AK7077  COUNTRY     -  US
 AK7077  USGS QUAD   -  SANFORD SW (2018)
 AK7077
 AK7077                         *CURRENT SURVEY CONTROL
 AK7077  ______________________________________________________________________
 AK7077* NAD 83(2011) POSITION- 28 52 21.73650(N) 081 29 32.15954(W)   ADJUSTED
 AK7077* NAD 83(2011) ELLIP HT-   -13.051 (meters)        (06/27/12)   ADJUSTED
 AK7077* NAD 83(2011) EPOCH   -  2010.00
 AK7077* NAVD 88 ORTHO HEIGHT -    14.704 (meters)       48.24  (feet) ADJUSTED
 AK7077  ______________________________________________________________________
 AK7077  GEOID HEIGHT    -        -27.756 (meters)                     GEOID18
 AK7077  NAD 83(2011) X  -    826,949.501 (meters)                     COMP
 AK7077  NAD 83(2011) Y  - -5,528,144.037 (meters)                     COMP
 AK7077  NAD 83(2011) Z  -  3,061,547.519 (meters)                     COMP
 AK7077  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 AK7077  DYNAMIC HEIGHT  -         14.683 (meters)       48.17  (feet) COMP
 AK7077  MODELED GRAVITY -    979,239.6   (mgal)                       NAVD 88
 AK7077
 AK7077  VERT ORDER      -  SECOND    CLASS I
 AK7077
 AK7077  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7077  Standards:
 AK7077         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7077            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7077  -------------------------------------------------------------------
 AK7077  NETWORK    1.51   2.37           0.58   0.64   1.21      0.24303401
 AK7077  -------------------------------------------------------------------
 AK7077  Click here for local accuracies and other accuracy information.
 AK7077
 AK7077.The horizontal coordinates were established by GPS observations
 AK7077.and adjusted by the National Geodetic Survey in June 2012.
 AK7077
 AK7077.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7077.been affixed to the stable North American tectonic plate. See 
 AK7077.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7077
 AK7077.The horizontal coordinates are valid at the epoch date displayed above
 AK7077.which is a decimal equivalence of Year/Month/Day.
 AK7077
 AK7077.The orthometric height was determined by differential leveling and
 AK7077.adjusted by the NATIONAL GEODETIC SURVEY
 AK7077.in August 2004.
 AK7077
 AK7077.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7077.GEOID18 height accuracy estimate available here.
 AK7077
 AK7077.Click photographs - Photos may exist for this station.
 AK7077
 AK7077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7077
 AK7077.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7077
 AK7077.The ellipsoidal height was determined by GPS observations
 AK7077.and is referenced to NAD 83.
 AK7077
 AK7077.The dynamic height is computed by dividing the NAVD 88
 AK7077.geopotential number by the normal gravity value computed on the
 AK7077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7077.degrees latitude (g = 980.6199 gals.).
 AK7077
 AK7077.The modeled gravity was interpolated from observed gravity values.
 AK7077
 AK7077. The following values were computed from the NAD 83(2011) position.
 AK7077
 AK7077;                    North         East     Units Scale Factor Converg.
 AK7077;SPC FL E     -   503,021.736   151,977.944   MT  0.99996962   -0 14 15.7
 AK7077;SPC FL E     - 1,650,330.48    498,614.30   sFT  0.99996962   -0 14 15.7
 AK7077;UTM  17      - 3,193,982.089   451,994.328   MT  0.99962844   -0 14 15.7
 AK7077
 AK7077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7077!SPC FL E     -   1.00000205  x   0.99996962  =   0.99997167
 AK7077!UTM  17      -   1.00000205  x   0.99962844  =   0.99963049
 AK7077
 AK7077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5199493982(NAD 83)
 AK7077
 AK7077                          SUPERSEDED SURVEY CONTROL
 AK7077
 AK7077  NAD 83(2007)-  28 52 21.73665(N)    081 29 32.16014(W) AD(2002.00) 0
 AK7077  ELLIP H (02/10/07)  -13.022  (m)                       GP(2002.00)    
 AK7077  NAD 83(1999)-  28 52 21.73680(N)    081 29 32.16013(W) AD(       ) 1
 AK7077  ELLIP H (07/06/01)  -13.033  (m)                       GP(       ) 4 2
 AK7077  NAD 83(1990)-  28 52 21.73674(N)    081 29 32.15955(W) AD(       ) 1
 AK7077  ELLIP H (09/25/92)  -13.017  (m)                       GP(       ) 4 1
 AK7077  NGVD 29 (09/25/92)   15.0    (m)  GEOID90  model used  GPS OBS        
 AK7077
 AK7077.Superseded values are not recommended for survey control.
 AK7077
 AK7077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7077.See file dsdata.pdf to determine how the superseded data were derived.
 AK7077
 AK7077_MARKER: DD = SURVEY DISK
 AK7077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7077_STAMPING: 11 91 GPS8
 AK7077_MARK LOGO: FLDT
 AK7077_PROJECTION: FLUSH
 AK7077_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7077+STABILITY: SURFACE MOTION
 AK7077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7077+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2000
 AK7077
 AK7077  HISTORY     - Date     Condition        Report By
 AK7077  HISTORY     - 1991     MONUMENTED       FLDT
 AK7077  HISTORY     - 19970217 GOOD             USPSQD
 AK7077  HISTORY     - 20000603 GOOD             FLDEP
 AK7077
 AK7077                          STATION DESCRIPTION
 AK7077
 AK7077'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7077'THE STATION IS LOCATED ABOUT 16.9 KM (10.50 MI) EASTERLY OF EUSTIS,
 AK7077'FLORIDA, ALONG STATE ROAD 44.
 AK7077'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 19 AND US
 AK7077'HIGHWAY 441 GO EASTERLY 4.02 KM (2.50 MI) ALONG US HIGHWAY 441 TO ITS
 AK7077'INTERSECTION WITH COUNTY ROAD 44B, TURN LEFT AND GO NORTHERLY 3.38 KM
 AK7077'(2.10 MI) TO THE INTERSECTION OF COUNTY ROAD 44B AND STATE ROAD 44,
 AK7077'TURN RIGHT AND GO EASTERLY 7.80 KM (4.85 MI) TO THE INTERSECTION OF
 AK7077'COUNTY ROAD 437 AND STATE ROAD 44, CONTINUE STRAIGHT AHEAD,
 AK7077'NORTHEASTERLY  5.55 KM (3.45 MI) TO THE INTERSECTION OF TANGLEWOOD
 AK7077'DRIVE AND STATE ROAD 44, CONTINUE STRAIGHT AHEAD, NORTHEASTERLY
 AK7077'0.80 KM (0.50 MI) TO THE STATION ON THE RIGHT.
 AK7077'THE STATION IS FLUSH WITH THE GROUND. LOCATED 29.13 M (95.6 FT)
 AK7077'NORTHEASTERLY OF A POWER POLE, 14.11 M (46.3 FT) SOUTHEASTERLY OF THE
 AK7077'CENTERLINE OF PAVEMENT FOR STATE ROAD 44, 45.42 M (149.0 FT)
 AK7077'SOUTHWESTERLY OF A POWER POLE, 8.66 M (28.4 FT) SOUTHWESTERLY OF THE
 AK7077'SOUTHWEST CORNER OF A CONCRETE RIP RAP DRAINAGE DITCH, 0.91 M
 AK7077'(3.0 FT)NORTHWESTERLY OF A HOG WIRE FENCE AND 0.85 M (2.8 FT)
 AK7077'NORTHWESTERLY OFA METAL WITNESS  POST.
 AK7077
 AK7077                          STATION RECOVERY (1997)
 AK7077
 AK7077'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7077'RECOVERED IN GOOD CONDITION.
 AK7077
 AK7077                          STATION RECOVERY (2000)
 AK7077
 AK7077'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AK7077'THE MARK IS ABOUT 15.8 MI (25.4 KM) WEST OF DELAND, 12.2 MI (19.6 KM)
 AK7077'EAST OF EUSTIS, IN SECTION 2, TOWNSHIP 19 SOUTH, RANGE 28 EAST. TO
 AK7077'REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (NORTHBOUND)
 AK7077'AND STATE ROAD 44 (ORANGE AVENUE) IN EUSTIS, GO EAST ON STATE ROAD 44
 AK7077'(ORANGE AVENUE) FOR 8.1 MI (13.0 KM) TO THE INTERSECTION OF COUNTY
 AK7077'ROAD 437, CONTINUE EAST ON STATE ROAD 44 FOR 4.05 MI (6.52 KM) TO THE
 AK7077'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AK7077'RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND AND 4.0 FT (1.2
 AK7077'M) ABOVE THE LEVEL OF STATE ROAD 44. LOCATED 149.0 FT (45.4 M)
 AK7077'SOUTHWEST OF POWER POLE NUMBER 113642, 95.6 FT (29.1 M) NORTHEAST OF
 AK7077'POWER POLE NUMBER 113641, 46.3 FT (14.1 M) SOUTHEAST OF THE CENTERLINE
 AK7077'OF STATE ROAD 44, 28.4 FT (8.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 AK7077'A CONCRETE RIP RAP DRAINAGE DITCH, 3.0 FT (0.9 M) NORTHWEST OF A HOG
 AK7077'WIRE FENCE AND 2.8 FT (0.9 M) NORTHWEST OF A FLDOT METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7424 ***********************************************************************
 AK7424  DESIGNATION -  11 92 GPS 1
 AK7424  PID         -  AK7424
 AK7424  STATE/COUNTY-  FL/LAKE
 AK7424  COUNTRY     -  US
 AK7424  USGS QUAD   -  LEESBURG WEST (2018)
 AK7424
 AK7424                         *CURRENT SURVEY CONTROL
 AK7424  ______________________________________________________________________
 AK7424* NAD 83(2011) POSITION- 28 49 12.08418(N) 081 57 03.81666(W)   ADJUSTED
 AK7424* NAD 83(2011) ELLIP HT-    -3.347 (meters)        (06/27/12)   ADJUSTED
 AK7424* NAD 83(2011) EPOCH   -  2010.00
 AK7424* NAVD 88 ORTHO HEIGHT -    24.1   (meters)       79.    (feet) GPS OBS
 AK7424  ______________________________________________________________________
 AK7424  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AK7424  GEOID HEIGHT    -        -28.130 (meters)                     GEOID93
 AK7424  GEOID HEIGHT    -        -27.412 (meters)                     GEOID18
 AK7424  NAD 83(2011) X  -    783,052.697 (meters)                     COMP
 AK7424  NAD 83(2011) Y  - -5,537,386.179 (meters)                     COMP
 AK7424  NAD 83(2011) Z  -  3,056,437.881 (meters)                     COMP
 AK7424  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 AK7424
 AK7424  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7424  Standards:
 AK7424         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7424            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7424  -------------------------------------------------------------------
 AK7424  NETWORK    0.70   1.31           0.29   0.28   0.67      0.03440529
 AK7424  -------------------------------------------------------------------
 AK7424  Click here for local accuracies and other accuracy information.
 AK7424
 AK7424.The horizontal coordinates were established by GPS observations
 AK7424.and adjusted by the National Geodetic Survey in June 2012.
 AK7424
 AK7424.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7424.been affixed to the stable North American tectonic plate. See 
 AK7424.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7424
 AK7424.The horizontal coordinates are valid at the epoch date displayed above
 AK7424.which is a decimal equivalence of Year/Month/Day.
 AK7424
 AK7424.The orthometric height was determined by GPS observations and a
 AK7424.high-resolution geoid model.
 AK7424
 AK7424.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7424.GEOID18 height accuracy estimate available here.
 AK7424
 AK7424.Click photographs - Photos may exist for this station.
 AK7424
 AK7424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7424
 AK7424.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7424
 AK7424.The ellipsoidal height was determined by GPS observations
 AK7424.and is referenced to NAD 83.
 AK7424
 AK7424. The following values were computed from the NAD 83(2011) position.
 AK7424
 AK7424;                    North         East     Units Scale Factor Converg.
 AK7424;SPC FL E     -   497,455.050   107,172.825   MT  1.00004748   -0 27 30.6
 AK7424;SPC FL E     - 1,632,067.11    351,616.18   sFT  1.00004748   -0 27 30.6
 AK7424;UTM  17      - 3,188,417.302   407,204.497   MT  0.99970626   -0 27 30.6
 AK7424
 AK7424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7424!SPC FL E     -   1.00000053  x   1.00004748  =   1.00004801
 AK7424!UTM  17      -   1.00000053  x   0.99970626  =   0.99970679
 AK7424
 AK7424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0720488417(NAD 83)
 AK7424
 AK7424                          SUPERSEDED SURVEY CONTROL
 AK7424
 AK7424  NAD 83(2007)-  28 49 12.08429(N)    081 57 03.81728(W) AD(2002.00) 0
 AK7424  ELLIP H (02/10/07)   -3.320  (m)                       GP(2002.00)    
 AK7424  NAD 83(1999)-  28 49 12.08434(N)    081 57 03.81728(W) AD(       ) 1
 AK7424  ELLIP H (06/19/01)   -3.331  (m)                       GP(       ) 4 1
 AK7424  NAD 83(1990)-  28 49 12.08359(N)    081 57 03.81717(W) AD(       ) 1
 AK7424  ELLIP H (08/26/94)   -3.324  (m)                       GP(       ) 3 2
 AK7424
 AK7424.Superseded values are not recommended for survey control.
 AK7424
 AK7424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7424.See file dsdata.pdf to determine how the superseded data were derived.
 AK7424
 AK7424_MARKER: DD = SURVEY DISK
 AK7424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7424_STAMPING: 11 92 GPS 1
 AK7424_MARK LOGO: FLDT
 AK7424_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AK7424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7424+STABILITY: SURFACE MOTION
 AK7424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7424+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1993
 AK7424
 AK7424  HISTORY     - Date     Condition        Report By
 AK7424  HISTORY     - 1991     MONUMENTED       FLDT
 AK7424  HISTORY     - 19920714 GOOD
 AK7424  HISTORY     - 19931025 GOOD             KEISCH
 AK7424  HISTORY     - 19970211 GOOD             USPSQD
 AK7424
 AK7424                          STATION DESCRIPTION
 AK7424
 AK7424'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7424'STATION IS LOCATED ABOUT 5.0 MILES (8.0 KM) WEST OF LEESBURG AND ABOUT
 AK7424'0.15 MILE (0.24 KM) EAST OF THE LAKE - SUMTER COUNTYLINE.
 AK7424'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND S.R. 44 AT
 AK7424'THE SOUTH SIDE OF LEESBURG, GO WEST AND NORTH ON S.R. 44 FOR ABOUT
 AK7424'2.3 MILES (3.7 KM) TO THE POINT WHERE S.R. 44 TURNS LEFT WEST,
 AK7424'CONTINUE WEST ON S.R. 44 FOR ABOUT 2.2 MILES (3.5 KM) TO THE STATION.
 AK7424'THE STATION IS FLUSH WITH THE GROUND.  IT IS 77.0 FEET (23.5 M)
 AK7424'SOUTHWEST OF THE NORTH END OF A CONCRETE BLOCK SIGN, 70.3 FEET
 AK7424'(21.4 M) SOUTHWEST OF THE SOUTH END OF THE CONCRETE BLOCK SIGN, 55.0
 AK7424'FEET (16.8 M) NORTH OF THE CENTER OF S.R. 44 AND 3.0 FEET (0.9 M)
 AK7424'SOUTH OF A METAL WITNESS POST.
 AK7424
 AK7424                          STATION RECOVERY (1992)
 AK7424
 AK7424'RECOVERED 1992
 AK7424'RECOVERED IN GOOD CONDITION.
 AK7424
 AK7424                          STATION RECOVERY (1993)
 AK7424
 AK7424'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993 (ME)
 AK7424'THE STATION IS LOCATED ABOUT 3 MI (4.8 KM) WEST OF LEESBURG IN THE
 AK7424'NORTH RIGHT-OF-WAY OF S.R. 44 IN SECTION 19, TOWNSHIP 19 SOUTH, RANGE
 AK7424'24 EAST, LAKE COUNTY, FLORIDA. TO REACH THE STATION FROM THE
 AK7424'INTERSECTION OF S.R. 44 AND C.R. 468 IN LEESBURG, GO WEST ON S.R. 44
 AK7424'FOR 2.3 MI (3.7 KM) TO THE STATION ON THE RIGHT. THE STATION LIES 0.2
 AK7424'MI (0.3 KM) EAST OF THE SUMTER COUNTY/LAKE COUNTY LINE, 55 FT (16.8 M)
 AK7424'NORTH OF THE CENTERLINE OF S.R. 44, 70.4 FT (21.5 M) WEST OF THE
 AK7424'SOUTHWEST CORNER OF A CONCRETE SIGN, AND 3.0 FT (0.9 M) SOUTH OF A
 AK7424'F.D.O.T. METAL WITNESS POST. THE STATION IS FLORIDA DEPARTMENT OF
 AK7424'TRANSPORTATION SURVEY DISC, SET IN CONCRETE, SET FLUSH WITH THE
 AK7424'GROUND, STAMPED -11 92 GPS 1-. REFERENCES-- KEITH AND SCHNARS NAIL AND
 AK7424'DISC, SET IN A RAILROAD TIE, MAGNETIC AZIMUTH OF 341 DEGREES AT 90.84
 AK7424'FT (27.69 M). KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF
 AK7424'PAVEMENT, MAGNETIC AZIMUTH OF 198 DEGREES AT 43.22 FT (13.17 M). KEITH
 AK7424'AND SCHNARS NAIL AND DISC, SET IN THE NORTH FACE OF A WOOD STUB POLE,
 AK7424'MAGNETIC AZIMUTH OF 82 DEGREES AT 78.70 FT (23.99 M). FOUND METAL
 AK7424'FLDOT WITNESS POST, MAGNETIC AZIMUTH OF 20 DEGREES AT 3.0 FT (0.9 M).
 AK7424
 AK7424                          STATION RECOVERY (1997)
 AK7424
 AK7424'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7424'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7420 ***********************************************************************
 AK7420  DESIGNATION -  11 92 GPS 2
 AK7420  PID         -  AK7420
 AK7420  STATE/COUNTY-  FL/LAKE
 AK7420  COUNTRY     -  US
 AK7420  USGS QUAD   -  LEESBURG WEST (2018)
 AK7420
 AK7420                         *CURRENT SURVEY CONTROL
 AK7420  ______________________________________________________________________
 AK7420* NAD 83(2011) POSITION- 28 48 14.16000(N) 081 54 55.78971(W)   ADJUSTED
 AK7420* NAD 83(2011) ELLIP HT-    -3.103 (meters)        (06/27/12)   ADJUSTED
 AK7420* NAD 83(2011) EPOCH   -  2010.00
 AK7420* NAVD 88 ORTHO HEIGHT -    24.3   (meters)       80.    (feet) GPS OBS
 AK7420  ______________________________________________________________________
 AK7420  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AK7420  GEOID HEIGHT    -        -28.140 (meters)                     GEOID93
 AK7420  GEOID HEIGHT    -        -27.404 (meters)                     GEOID18
 AK7420  NAD 83(2011) X  -    786,610.454 (meters)                     COMP
 AK7420  NAD 83(2011) Y  - -5,537,750.187 (meters)                     COMP
 AK7420  NAD 83(2011) Z  -  3,054,875.459 (meters)                     COMP
 AK7420  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 AK7420
 AK7420  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7420  Standards:
 AK7420         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7420            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7420  -------------------------------------------------------------------
 AK7420  NETWORK    0.78   1.53           0.32   0.32   0.78      0.02250698
 AK7420  -------------------------------------------------------------------
 AK7420  Click here for local accuracies and other accuracy information.
 AK7420
 AK7420.The horizontal coordinates were established by GPS observations
 AK7420.and adjusted by the National Geodetic Survey in June 2012.
 AK7420
 AK7420.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7420.been affixed to the stable North American tectonic plate. See 
 AK7420.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7420
 AK7420.The horizontal coordinates are valid at the epoch date displayed above
 AK7420.which is a decimal equivalence of Year/Month/Day.
 AK7420
 AK7420.The orthometric height was determined by GPS observations and a
 AK7420.high-resolution geoid model.
 AK7420
 AK7420.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7420.GEOID18 height accuracy estimate available here.
 AK7420
 AK7420.Click photographs - Photos may exist for this station.
 AK7420
 AK7420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7420
 AK7420.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7420
 AK7420.The ellipsoidal height was determined by GPS observations
 AK7420.and is referenced to NAD 83.
 AK7420
 AK7420. The following values were computed from the NAD 83(2011) position.
 AK7420
 AK7420;                    North         East     Units Scale Factor Converg.
 AK7420;SPC FL E     -   495,644.470   110,630.345   MT  1.00003970   -0 26 28.1
 AK7420;SPC FL E     - 1,626,126.90    362,959.72   sFT  1.00003970   -0 26 28.1
 AK7420;UTM  17      - 3,186,607.340   410,660.837   MT  0.99969849   -0 26 28.1
 AK7420
 AK7420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7420!SPC FL E     -   1.00000049  x   1.00003970  =   1.00004019
 AK7420!UTM  17      -   1.00000049  x   0.99969849  =   0.99969898
 AK7420
 AK7420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1066086607(NAD 83)
 AK7420
 AK7420                          SUPERSEDED SURVEY CONTROL
 AK7420
 AK7420  NAD 83(2007)-  28 48 14.16004(N)    081 54 55.79028(W) AD(2002.00) 0
 AK7420  ELLIP H (02/10/07)   -3.075  (m)                       GP(2002.00)    
 AK7420  NAD 83(1999)-  28 48 14.16017(N)    081 54 55.79031(W) AD(       ) 1
 AK7420  ELLIP H (06/12/02)   -3.087  (m)                       GP(       ) 3 2
 AK7420  NAD 83(1990)-  28 48 14.15928(N)    081 54 55.79010(W) AD(       ) 1
 AK7420  ELLIP H (08/26/94)   -3.072  (m)                       GP(       ) 3 2
 AK7420
 AK7420.Superseded values are not recommended for survey control.
 AK7420
 AK7420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7420.See file dsdata.pdf to determine how the superseded data were derived.
 AK7420
 AK7420_MARKER: DD = SURVEY DISK
 AK7420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7420_STAMPING: 11 92 GPS 2
 AK7420_MARK LOGO: FLDT
 AK7420_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7420+STABILITY: SURFACE MOTION
 AK7420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7420+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AK7420
 AK7420  HISTORY     - Date     Condition        Report By
 AK7420  HISTORY     - 1992     MONUMENTED       FLDT
 AK7420  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AK7420
 AK7420                          STATION DESCRIPTION
 AK7420
 AK7420'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7420'STATION IS LOCATED ABOUT 2.0 MILES (3.2 KM) SOUTHWEST OF LEESBURG.
 AK7420'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND S.R. 44 AT
 AK7420'THE SOUTH SIDE OF LEESBURG, GO WEST ON S.R. 44 FOR ABOUT 1.7 MILES
 AK7420'(2.7 KM) TO THE STATION, ABOUT 222 FEET (67.7 M) NORTHWEST OF CASTEEN
 AK7420'ROAD.
 AK7420'THE STATION IS FLUSH WITH THE GROUND.  IT IS 30.0 FEET (9.1 M)
 AK7420'SOUTHWEST OF THE CENTER OF S.R. 44, 24.0 FEET (7.3 M) EAST OF A 10
 AK7420'INCH WOODEN POST AND 19.0 FEET (5.8 M) NORTHEAST OF A METAL WITNESS
 AK7420'SIGN ON ANOTHER 10 INCH WOODEN POST.
 AK7420
 AK7420                          STATION RECOVERY (1997)
 AK7420
 AK7420'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7420'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7421 ***********************************************************************
 AK7421  DESIGNATION -  11 92 GPS 3
 AK7421  PID         -  AK7421
 AK7421  STATE/COUNTY-  FL/LAKE
 AK7421  COUNTRY     -  US
 AK7421  USGS QUAD   -  LEESBURG EAST (2018)
 AK7421
 AK7421                         *CURRENT SURVEY CONTROL
 AK7421  ______________________________________________________________________
 AK7421* NAD 83(2011) POSITION- 28 48 45.57546(N) 081 51 11.56753(W)   ADJUSTED
 AK7421* NAD 83(2011) ELLIP HT-    -3.354 (meters)        (06/27/12)   ADJUSTED
 AK7421* NAD 83(2011) EPOCH   -  2010.00
 AK7421* NAVD 88 ORTHO HEIGHT -    24.1   (meters)       79.    (feet) GPS OBS
 AK7421  ______________________________________________________________________
 AK7421  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AK7421  GEOID HEIGHT    -        -28.190 (meters)                     GEOID93
 AK7421  GEOID HEIGHT    -        -27.456 (meters)                     GEOID18
 AK7421  NAD 83(2011) X  -    792,563.777 (meters)                     COMP
 AK7421  NAD 83(2011) Y  - -5,536,430.242 (meters)                     COMP
 AK7421  NAD 83(2011) Z  -  3,055,722.818 (meters)                     COMP
 AK7421  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 AK7421
 AK7421  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7421  Standards:
 AK7421         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7421            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7421  -------------------------------------------------------------------
 AK7421  NETWORK    0.83   1.63           0.34   0.34   0.83      0.02310964
 AK7421  -------------------------------------------------------------------
 AK7421  Click here for local accuracies and other accuracy information.
 AK7421
 AK7421.The horizontal coordinates were established by GPS observations
 AK7421.and adjusted by the National Geodetic Survey in June 2012.
 AK7421
 AK7421.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7421.been affixed to the stable North American tectonic plate. See 
 AK7421.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7421
 AK7421.The horizontal coordinates are valid at the epoch date displayed above
 AK7421.which is a decimal equivalence of Year/Month/Day.
 AK7421
 AK7421.The orthometric height was determined by GPS observations and a
 AK7421.high-resolution geoid model.
 AK7421
 AK7421.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7421.GEOID18 height accuracy estimate available here.
 AK7421
 AK7421.Click photographs - Photos may exist for this station.
 AK7421
 AK7421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7421
 AK7421.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7421
 AK7421.The ellipsoidal height was determined by GPS observations
 AK7421.and is referenced to NAD 83.
 AK7421
 AK7421. The following values were computed from the NAD 83(2011) position.
 AK7421
 AK7421;                    North         East     Units Scale Factor Converg.
 AK7421;SPC FL E     -   496,566.432   116,717.615   MT  1.00002674   -0 24 40.4
 AK7421;SPC FL E     - 1,629,151.70    382,931.04   sFT  1.00002674   -0 24 40.4
 AK7421;UTM  17      - 3,187,528.987   416,746.031   MT  0.99968553   -0 24 40.4
 AK7421
 AK7421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7421!SPC FL E     -   1.00000053  x   1.00002674  =   1.00002727
 AK7421!UTM  17      -   1.00000053  x   0.99968553  =   0.99968606
 AK7421
 AK7421:                Primary Azimuth Mark                     Grid Az
 AK7421:SPC FL E     -  11 92 GPS 4                              054 52 38.7
 AK7421:UTM  17      -  11 92 GPS 4                              054 52 38.7
 AK7421
 AK7421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1674687528(NAD 83)
 AK7421
 AK7421|---------------------------------------------------------------------|
 AK7421| PID    Reference Object                     Distance      Geod. Az  |
 AK7421|                                                           dddmmss.s |
 AK7421| AK7418 11 92 GPS 4                         436.845 METERS 0542758.3 |
 AK7421|---------------------------------------------------------------------|
 AK7421
 AK7421                          SUPERSEDED SURVEY CONTROL
 AK7421
 AK7421  NAD 83(2007)-  28 48 45.57574(N)    081 51 11.56825(W) AD(2002.00) 0
 AK7421  ELLIP H (02/10/07)   -3.324  (m)                       GP(2002.00)    
 AK7421  NAD 83(1999)-  28 48 45.57589(N)    081 51 11.56831(W) AD(       ) 1
 AK7421  ELLIP H (06/12/02)   -3.337  (m)                       GP(       ) 3 2
 AK7421  NAD 83(1990)-  28 48 45.57498(N)    081 51 11.56805(W) AD(       ) 1
 AK7421  ELLIP H (08/26/94)   -3.317  (m)                       GP(       ) 3 2
 AK7421
 AK7421.Superseded values are not recommended for survey control.
 AK7421
 AK7421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7421.See file dsdata.pdf to determine how the superseded data were derived.
 AK7421
 AK7421_MARKER: DD = SURVEY DISK
 AK7421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7421_STAMPING: 11 92 GPS 3
 AK7421_MARK LOGO: FLDT
 AK7421_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7421+STABILITY: SURFACE MOTION
 AK7421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7421+SATELLITE: SATELLITE OBSERVATIONS - July 24, 1994
 AK7421
 AK7421  HISTORY     - Date     Condition        Report By
 AK7421  HISTORY     - 1992     MONUMENTED       FLDT
 AK7421  HISTORY     - 19940724 MARK NOT FOUND   FLDEP
 AK7421  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AK7421  HISTORY     - 20001126 POOR             USPSQD
 AK7421  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AK7421
 AK7421                          STATION DESCRIPTION
 AK7421
 AK7421'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7421'STATION IS LOCATED ABOUT 2.0 MILES (3.2 KM) EAST OF LEESBURG.
 AK7421'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND S.R. 44 AT
 AK7421'THE SOUTH SIDE OF LEESBURG, GO EAST ON S.R. 44 FOR ABOUT 2.0 MILES
 AK7421'(3.2 KM) TO THE INTERSECTION OF U.S. 441 AND THE STATION, IN THE
 AK7421'GRASSY MEDIAN ISLAND.
 AK7421'THE STATION IS FLUSH WITH THE GROUND.  IT IS 102.0 FEET (31.1 M) EAST
 AK7421'OF A CONCRETE UTILITY POLE MM114, 39.5 FEET (12.0 M) NORTH OF THE
 AK7421'NORTH EDGE OF THE RAMP LEADING EAST ONTO U.S. 441, 21.3 FEET (6.5 M)
 AK7421'SOUTH OF THE CENTER OF S.R. 44 EASTBOUND LANE AND 3.0 FEET (0.9 M)
 AK7421'NORTH OF A METAL WITNESS POST.
 AK7421
 AK7421                          STATION RECOVERY (1994)
 AK7421
 AK7421'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994 (PBM)
 AK7421'MARK WAS SEARCHED FOR AND NOT FOUND.
 AK7421
 AK7421                          STATION RECOVERY (1997)
 AK7421
 AK7421'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7421'MARK NOT FOUND.
 AK7421
 AK7421                          STATION RECOVERY (2000)
 AK7421
 AK7421'RECOVERY NOTE BY US POWER SQUADRON 2000 (HJM)
 AK7421'NEEDS MAINT, IS AT 45 DEG ANGLE IN HOLE. CHANGE DISCRIPTION TO READ
 AK7421''GO EAST ON SR 44 FOR 1.95 MI TO MAIN ST, LEESBURG.TURN RIGHT, THE
 AK7421'STATION IS NEAR THE INTERSECTION OF THE MAIN ST RAMP AND US 441 IN THE
 AK7421'GRASSY MEDIAN ISLAND. 102 FT EAST OF A CONCRETE UTILITY POLE AND 3 FT
 AK7421'NORTH OF A METAL WITNESS POST, 5FT SOUTH OF SOUTH CURB OF US 441.
 AK7421
 AK7421                          STATION RECOVERY (2004)
 AK7421
 AK7421'RECOVERY NOTE BY US POWER SQUADRON 2004 (HJM)
 AK7421'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7418 ***********************************************************************
 AK7418  DESIGNATION -  11 92 GPS 4
 AK7418  PID         -  AK7418
 AK7418  STATE/COUNTY-  FL/LAKE
 AK7418  COUNTRY     -  US
 AK7418  USGS QUAD   -  LEESBURG EAST (2018)
 AK7418
 AK7418                         *CURRENT SURVEY CONTROL
 AK7418  ______________________________________________________________________
 AK7418* NAD 83(2011) POSITION- 28 48 53.82189(N) 081 50 58.45669(W)   ADJUSTED
 AK7418* NAD 83(2011) ELLIP HT-    -1.259 (meters)        (06/27/12)   ADJUSTED
 AK7418* NAD 83(2011) EPOCH   -  2010.00
 AK7418* NAVD 88 ORTHO HEIGHT -    26.3   (meters)       86.    (feet) GPS OBS
 AK7418  ______________________________________________________________________
 AK7418  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AK7418  GEOID HEIGHT    -        -28.200 (meters)                     GEOID93
 AK7418  GEOID HEIGHT    -        -27.462 (meters)                     GEOID18
 AK7418  NAD 83(2011) X  -    792,898.601 (meters)                     COMP
 AK7418  NAD 83(2011) Y  - -5,536,260.544 (meters)                     COMP
 AK7418  NAD 83(2011) Z  -  3,055,946.277 (meters)                     COMP
 AK7418  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 AK7418
 AK7418  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7418  Standards:
 AK7418         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7418            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7418  -------------------------------------------------------------------
 AK7418  NETWORK    0.77   1.47           0.32   0.31   0.75      0.10601888
 AK7418  -------------------------------------------------------------------
 AK7418  Click here for local accuracies and other accuracy information.
 AK7418
 AK7418.The horizontal coordinates were established by GPS observations
 AK7418.and adjusted by the National Geodetic Survey in June 2012.
 AK7418
 AK7418.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7418.been affixed to the stable North American tectonic plate. See 
 AK7418.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7418
 AK7418.The horizontal coordinates are valid at the epoch date displayed above
 AK7418.which is a decimal equivalence of Year/Month/Day.
 AK7418
 AK7418.The orthometric height was determined by GPS observations and a
 AK7418.high-resolution geoid model.
 AK7418
 AK7418.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7418.GEOID18 height accuracy estimate available here.
 AK7418
 AK7418.Click photographs - Photos may exist for this station.
 AK7418
 AK7418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7418
 AK7418.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7418
 AK7418.The ellipsoidal height was determined by GPS observations
 AK7418.and is referenced to NAD 83.
 AK7418
 AK7418. The following values were computed from the NAD 83(2011) position.
 AK7418
 AK7418;                    North         East     Units Scale Factor Converg.
 AK7418;SPC FL E     -   496,817.768   117,074.931   MT  1.00002601   -0 24 34.2
 AK7418;SPC FL E     - 1,629,976.29    384,103.34   sFT  1.00002601   -0 24 34.2
 AK7418;UTM  17      - 3,187,780.237   417,103.224   MT  0.99968480   -0 24 34.2
 AK7418
 AK7418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7418!SPC FL E     -   1.00000020  x   1.00002601  =   1.00002621
 AK7418!UTM  17      -   1.00000020  x   0.99968480  =   0.99968500
 AK7418
 AK7418:                Primary Azimuth Mark                     Grid Az
 AK7418:SPC FL E     -  11 92 GPS 3                              234 52 38.9
 AK7418:UTM  17      -  11 92 GPS 3                              234 52 38.9
 AK7418
 AK7418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1710387780(NAD 83)
 AK7418
 AK7418|---------------------------------------------------------------------|
 AK7418| PID    Reference Object                     Distance      Geod. Az  |
 AK7418|                                                           dddmmss.s |
 AK7418| AK7421 11 92 GPS 3                         436.845 METERS 2342804.7 |
 AK7418|---------------------------------------------------------------------|
 AK7418
 AK7418                          SUPERSEDED SURVEY CONTROL
 AK7418
 AK7418  NAD 83(2007)-  28 48 53.82193(N)    081 50 58.45730(W) AD(2002.00) 0
 AK7418  ELLIP H (02/10/07)   -1.232  (m)                       GP(2002.00)    
 AK7418  NAD 83(1999)-  28 48 53.82212(N)    081 50 58.45733(W) AD(       ) 1
 AK7418  ELLIP H (06/12/02)   -1.244  (m)                       GP(       ) 3 2
 AK7418  NAD 83(1990)-  28 48 53.82115(N)    081 50 58.45709(W) AD(       ) 1
 AK7418  ELLIP H (08/26/94)   -1.219  (m)                       GP(       ) 3 2
 AK7418
 AK7418.Superseded values are not recommended for survey control.
 AK7418
 AK7418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7418.See file dsdata.pdf to determine how the superseded data were derived.
 AK7418
 AK7418_MARKER: DD = SURVEY DISK
 AK7418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7418_STAMPING: 11 92 GPS 4
 AK7418_MARK LOGO: FLDT
 AK7418_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7418+STABILITY: SURFACE MOTION
 AK7418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7418+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 AK7418
 AK7418  HISTORY     - Date     Condition        Report By
 AK7418  HISTORY     - 1992     MONUMENTED       FLDT
 AK7418  HISTORY     - 19970211 GOOD             USPSQD
 AK7418  HISTORY     - 20040304 GOOD             USPSQD
 AK7418
 AK7418                          STATION DESCRIPTION
 AK7418
 AK7418'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7418'STATION IS LOCATED ABOUT 2.5 MILES (4.0 KM) EAST OF LEESBURG.
 AK7418'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND S.R. 44 AT
 AK7418'THE SOUTH SIDE OF LEESBURG, GO EAST ON S.R. 44 FOR ABOUT 2.0 MILES
 AK7418'(3.2 KM) TO THE INTERSECTION OF U.S. 441, GO EAST ON U.S. 441 FOR
 AK7418'ABOUT 0.25 MILE (0.40 KM) TO THE STATION, ABOUT 262 FEET (79.9 M)
 AK7418'WEST OF MICHIGAN AVENUE.
 AK7418'THE STATION IS 2 INCHES BELOW THE GROUND.  IT IS 22.4 FEET (6.8 M)
 AK7418'NORTHWEST OF THE CENTER OF U.S. 441 EASTBOUND LANE, 20.8 FEET (6.3 M)
 AK7418'SOUTHEAST OF THE CENTER OF U.S. 441 WESTBOUND LANE AND 3.0 FEET
 AK7418'(0.9 M) SOUTHWEST OF A METAL WITNESS POST.
 AK7418
 AK7418                          STATION RECOVERY (1997)
 AK7418
 AK7418'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7418'RECOVERED IN GOOD CONDITION.
 AK7418
 AK7418                          STATION RECOVERY (2004)
 AK7418
 AK7418'RECOVERY NOTE BY US POWER SQUADRON 2004 (HJM)
 AK7418'MARK IS IN CENTER MEDIAN OF DIVIDED HIGHWAY
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7417 ***********************************************************************
 AK7417  DESIGNATION -  11 92 GPS 5
 AK7417  PID         -  AK7417
 AK7417  STATE/COUNTY-  FL/LAKE
 AK7417  COUNTRY     -  US
 AK7417  USGS QUAD   -  EUSTIS (2018)
 AK7417
 AK7417                         *CURRENT SURVEY CONTROL
 AK7417  ______________________________________________________________________
 AK7417* NAD 83(2011) POSITION- 28 48 44.14564(N) 081 43 44.52291(W)   ADJUSTED
 AK7417* NAD 83(2011) ELLIP HT-    -5.127 (meters)        (06/27/12)   ADJUSTED
 AK7417* NAD 83(2011) EPOCH   -  2010.00
 AK7417* NAVD 88 ORTHO HEIGHT -    22.363 (meters)       73.37  (feet) ADJUSTED
 AK7417  ______________________________________________________________________
 AK7417  GEOID HEIGHT    -        -27.496 (meters)                     GEOID18
 AK7417  NAD 83(2011) X  -    804,564.025 (meters)                     COMP
 AK7417  NAD 83(2011) Y  - -5,534,718.948 (meters)                     COMP
 AK7417  NAD 83(2011) Z  -  3,055,683.394 (meters)                     COMP
 AK7417  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 AK7417  DYNAMIC HEIGHT  -         22.331 (meters)       73.26  (feet) COMP
 AK7417  MODELED GRAVITY -    979,235.5   (mgal)                       NAVD 88
 AK7417
 AK7417  VERT ORDER      -  FIRST     CLASS II
 AK7417
 AK7417  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7417  Standards:
 AK7417         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7417            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7417  -------------------------------------------------------------------
 AK7417  NETWORK    1.08   2.02           0.44   0.44   1.03      0.13343161
 AK7417  -------------------------------------------------------------------
 AK7417  Click here for local accuracies and other accuracy information.
 AK7417
 AK7417.The horizontal coordinates were established by GPS observations
 AK7417.and adjusted by the National Geodetic Survey in June 2012.
 AK7417
 AK7417.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7417.been affixed to the stable North American tectonic plate. See 
 AK7417.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7417
 AK7417.The horizontal coordinates are valid at the epoch date displayed above
 AK7417.which is a decimal equivalence of Year/Month/Day.
 AK7417
 AK7417.The orthometric height was determined by differential leveling and
 AK7417.adjusted by the NATIONAL GEODETIC SURVEY
 AK7417.in July 2011.
 AK7417
 AK7417.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7417.GEOID18 height accuracy estimate available here.
 AK7417
 AK7417.Click photographs - Photos may exist for this station.
 AK7417
 AK7417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7417
 AK7417.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7417
 AK7417.The ellipsoidal height was determined by GPS observations
 AK7417.and is referenced to NAD 83.
 AK7417
 AK7417.The dynamic height is computed by dividing the NAVD 88
 AK7417.geopotential number by the normal gravity value computed on the
 AK7417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7417.degrees latitude (g = 980.6199 gals.).
 AK7417
 AK7417.The modeled gravity was interpolated from observed gravity values.
 AK7417
 AK7417. The following values were computed from the NAD 83(2011) position.
 AK7417
 AK7417;                    North         East     Units Scale Factor Converg.
 AK7417;SPC FL E     -   496,441.744   128,838.882   MT  1.00000365   -0 21 04.9
 AK7417;SPC FL E     - 1,628,742.62    422,698.90   sFT  1.00000365   -0 21 04.9
 AK7417;UTM  17      - 3,187,404.342   428,863.162   MT  0.99966245   -0 21 04.9
 AK7417
 AK7417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7417!SPC FL E     -   1.00000081  x   1.00000365  =   1.00000446
 AK7417!UTM  17      -   1.00000081  x   0.99966245  =   0.99966326
 AK7417
 AK7417:                Primary Azimuth Mark                     Grid Az
 AK7417:SPC FL E     -  11 92 GPS 6                              036 26 10.7
 AK7417:UTM  17      -  11 92 GPS 6                              036 26 10.7
 AK7417
 AK7417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2886387404(NAD 83)
 AK7417
 AK7417|---------------------------------------------------------------------|
 AK7417| PID    Reference Object                     Distance      Geod. Az  |
 AK7417|                                                           dddmmss.s |
 AK7417| AK7422 11 92 GPS 6                         APPROX. 0.8 KM 0360505.8 |
 AK7417|---------------------------------------------------------------------|
 AK7417
 AK7417                          SUPERSEDED SURVEY CONTROL
 AK7417
 AK7417  NAD 83(2007)-  28 48 44.14574(N)    081 43 44.52352(W) AD(2002.00) 0
 AK7417  ELLIP H (02/10/07)   -5.100  (m)                       GP(2002.00)    
 AK7417  NAD 83(1999)-  28 48 44.14604(N)    081 43 44.52341(W) AD(       ) 1
 AK7417  ELLIP H (06/12/02)   -5.115  (m)                       GP(       ) 3 2
 AK7417  NAD 83(1990)-  28 48 44.14514(N)    081 43 44.52304(W) AD(       ) 1
 AK7417  ELLIP H (08/26/94)   -5.096  (m)                       GP(       ) 3 2
 AK7417  NAVD 88 (08/26/94)   22.4    (m)  GEOID93  model used  GPS OBS        
 AK7417
 AK7417.Superseded values are not recommended for survey control.
 AK7417
 AK7417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7417.See file dsdata.pdf to determine how the superseded data were derived.
 AK7417
 AK7417_MARKER: DD = SURVEY DISK
 AK7417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7417_STAMPING: 11 92 GPS 5
 AK7417_MARK LOGO: FLDT
 AK7417_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7417+STABILITY: SURFACE MOTION
 AK7417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7417+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2004
 AK7417
 AK7417  HISTORY     - Date     Condition        Report By
 AK7417  HISTORY     - 1992     MONUMENTED       FLDT
 AK7417  HISTORY     - 19970211 GOOD             USPSQD
 AK7417  HISTORY     - 20040625 GOOD             FLDEP
 AK7417
 AK7417                          STATION DESCRIPTION
 AK7417
 AK7417'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7417'STATION IS LOCATED IN TAVARES, IN A GRASSY AREA SOUTH OF U.S. 441,
 AK7417'NORTHEAST OF THE LAKE COUNTY SCHOOL BOARD AND WEST OF PERKINS
 AK7417'RESTAURANT.
 AK7417'TO REACH THE STATION FROM THE U.S. POST OFFICE IN TAVARES, GO WEST ON
 AK7417'U.S. 441 FOR ABOUT 0.5 MILE (0.8 KM) TO THE STATION.
 AK7417'IT IS 95.3 FEET (29.0 M) NORTHEAST OF A CONCRETE UTILITY POLE 965406,
 AK7417'45.0 FEET (13.7 M) WEST OF THE CENTER OF JOANNA AVENUE, 27.4 FEET
 AK7417'(8.4 M) SOUTHEAST OF THE CENTER OF A METAL MANHOLE COVER AND 3.0 FEET
 AK7417'(0.9 M) NORTHWEST OF A METAL WITNESS POST.
 AK7417
 AK7417                          STATION RECOVERY (1997)
 AK7417
 AK7417'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7417'RECOVERED IN GOOD CONDITION.
 AK7417
 AK7417                          STATION RECOVERY (2004)
 AK7417
 AK7417'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AK7417'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7422 ***********************************************************************
 AK7422  DESIGNATION -  11 92 GPS 6
 AK7422  PID         -  AK7422
 AK7422  STATE/COUNTY-  FL/LAKE
 AK7422  COUNTRY     -  US
 AK7422  USGS QUAD   -  EUSTIS (2018)
 AK7422
 AK7422                         *CURRENT SURVEY CONTROL
 AK7422  ______________________________________________________________________
 AK7422* NAD 83(2011) POSITION- 28 49 05.18805(N) 081 43 27.10907(W)   ADJUSTED
 AK7422* NAD 83(2011) ELLIP HT-    -6.293 (meters)        (06/27/12)   ADJUSTED
 AK7422* NAD 83(2011) EPOCH   -  2010.00
 AK7422* NAVD 88 ORTHO HEIGHT -    21.3   (meters)       70.    (feet) GPS OBS
 AK7422  ______________________________________________________________________
 AK7422  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AK7422  GEOID HEIGHT    -        -28.270 (meters)                     GEOID93
 AK7422  GEOID HEIGHT    -        -27.509 (meters)                     GEOID18
 AK7422  NAD 83(2011) X  -    804,986.198 (meters)                     COMP
 AK7422  NAD 83(2011) Y  - -5,534,340.999 (meters)                     COMP
 AK7422  NAD 83(2011) Z  -  3,056,250.446 (meters)                     COMP
 AK7422  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 AK7422
 AK7422  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7422  Standards:
 AK7422         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7422            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7422  -------------------------------------------------------------------
 AK7422  NETWORK    1.24   2.33           0.51   0.50   1.19      0.13332105
 AK7422  -------------------------------------------------------------------
 AK7422  Click here for local accuracies and other accuracy information.
 AK7422
 AK7422.The horizontal coordinates were established by GPS observations
 AK7422.and adjusted by the National Geodetic Survey in June 2012.
 AK7422
 AK7422.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7422.been affixed to the stable North American tectonic plate. See 
 AK7422.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7422
 AK7422.The horizontal coordinates are valid at the epoch date displayed above
 AK7422.which is a decimal equivalence of Year/Month/Day.
 AK7422
 AK7422.The orthometric height was determined by GPS observations and a
 AK7422.high-resolution geoid model.
 AK7422
 AK7422.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7422.GEOID18 height accuracy estimate available here.
 AK7422
 AK7422.Click photographs - Photos may exist for this station.
 AK7422
 AK7422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7422
 AK7422.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7422
 AK7422.The ellipsoidal height was determined by GPS observations
 AK7422.and is referenced to NAD 83.
 AK7422
 AK7422. The following values were computed from the NAD 83(2011) position.
 AK7422
 AK7422;                    North         East     Units Scale Factor Converg.
 AK7422;SPC FL E     -   497,086.678   129,315.000   MT  1.00000281   -0 20 56.8
 AK7422;SPC FL E     - 1,630,858.54    424,260.96   sFT  1.00000281   -0 20 56.8
 AK7422;UTM  17      - 3,188,049.055   429,339.117   MT  0.99966161   -0 20 56.8
 AK7422
 AK7422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7422!SPC FL E     -   1.00000099  x   1.00000281  =   1.00000380
 AK7422!UTM  17      -   1.00000099  x   0.99966161  =   0.99966260
 AK7422
 AK7422:                Primary Azimuth Mark                     Grid Az
 AK7422:SPC FL E     -  11 92 GPS 5                              216 26 11.0
 AK7422:UTM  17      -  11 92 GPS 5                              216 26 11.0
 AK7422
 AK7422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2933988049(NAD 83)
 AK7422
 AK7422|---------------------------------------------------------------------|
 AK7422| PID    Reference Object                     Distance      Geod. Az  |
 AK7422|                                                           dddmmss.s |
 AK7422| AK7417 11 92 GPS 5                         APPROX. 0.8 KM 2160514.2 |
 AK7422|---------------------------------------------------------------------|
 AK7422
 AK7422                          SUPERSEDED SURVEY CONTROL
 AK7422
 AK7422  NAD 83(2007)-  28 49 05.18815(N)    081 43 27.10967(W) AD(2002.00) 0
 AK7422  ELLIP H (02/10/07)   -6.266  (m)                       GP(2002.00)    
 AK7422  NAD 83(1999)-  28 49 05.18845(N)    081 43 27.10957(W) AD(       ) 1
 AK7422  ELLIP H (06/12/02)   -6.284  (m)                       GP(       ) 3 2
 AK7422  NAD 83(1990)-  28 49 05.18756(N)    081 43 27.10921(W) AD(       ) 1
 AK7422  ELLIP H (08/26/94)   -6.264  (m)                       GP(       ) 3 2
 AK7422
 AK7422.Superseded values are not recommended for survey control.
 AK7422
 AK7422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7422.See file dsdata.pdf to determine how the superseded data were derived.
 AK7422
 AK7422_MARKER: DD = SURVEY DISK
 AK7422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7422_STAMPING: 11 92 GPS 6
 AK7422_MARK LOGO: FLDT
 AK7422_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7422+STABILITY: SURFACE MOTION
 AK7422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7422+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AK7422
 AK7422  HISTORY     - Date     Condition        Report By
 AK7422  HISTORY     - 1992     MONUMENTED       FLDT
 AK7422  HISTORY     - 19970211 GOOD             USPSQD
 AK7422
 AK7422                          STATION DESCRIPTION
 AK7422
 AK7422'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7422'STATION IS LOCATED AT TAVARES AND ABOUT 10.0 MILES (16.1 KM) EAST OF
 AK7422'LEESBURG.
 AK7422'TO STATION IS IN THE MEDIAN OF U.S. 441, AT THE TAVARES POST OFFICE
 AK7422'AND JUST NORTH OF THE TAVARES SQUARE SHOPPING CENTER.
 AK7422'THE STATION IS 1 INCH BELOW THE GROUND.  IT IS 27.7 FEET (8.4 M)
 AK7422'NORTHWEST OF THE CENTER OF U.S. 441 EASTBOUND LANE, 12.0 FEET (3.7 M)
 AK7422'SOUTHEAST OF THE SOUTH EDGE OF THE WESTBOUND TURNING LANE AND 3.0 FEET
 AK7422'(0.9 M) SOUTHWEST OF A METAL WITNESS POST.
 AK7422
 AK7422                          STATION RECOVERY (1997)
 AK7422
 AK7422'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7422'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7425 ***********************************************************************
 AK7425  DESIGNATION -  11 92 GPS 7
 AK7425  PID         -  AK7425
 AK7425  STATE/COUNTY-  FL/LAKE
 AK7425  COUNTRY     -  US
 AK7425  USGS QUAD   -  LADY LAKE (2018)
 AK7425
 AK7425                         *CURRENT SURVEY CONTROL
 AK7425  ______________________________________________________________________
 AK7425* NAD 83(2011) POSITION- 28 53 00.30428(N) 081 54 18.54574(W)   ADJUSTED
 AK7425* NAD 83(2011) ELLIP HT-    20.935 (meters)        (06/27/12)   ADJUSTED
 AK7425* NAD 83(2011) EPOCH   -  2010.00
 AK7425* NAVD 88 ORTHO HEIGHT -    48.5   (meters)      159.    (feet) GPS OBS
 AK7425  ______________________________________________________________________
 AK7425  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AK7425  GEOID HEIGHT    -        -28.290 (meters)                     GEOID93
 AK7425  GEOID HEIGHT    -        -27.567 (meters)                     GEOID18
 AK7425  NAD 83(2011) X  -    787,014.885 (meters)                     COMP
 AK7425  NAD 83(2011) Y  - -5,533,421.345 (meters)                     COMP
 AK7425  NAD 83(2011) Z  -  3,062,603.672 (meters)                     COMP
 AK7425  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 AK7425
 AK7425  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7425  Standards:
 AK7425         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7425            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7425  -------------------------------------------------------------------
 AK7425  NETWORK    0.75   1.41           0.31   0.30   0.72      0.07326611
 AK7425  -------------------------------------------------------------------
 AK7425  Click here for local accuracies and other accuracy information.
 AK7425
 AK7425.The horizontal coordinates were established by GPS observations
 AK7425.and adjusted by the National Geodetic Survey in June 2012.
 AK7425
 AK7425.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7425.been affixed to the stable North American tectonic plate. See 
 AK7425.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7425
 AK7425.The horizontal coordinates are valid at the epoch date displayed above
 AK7425.which is a decimal equivalence of Year/Month/Day.
 AK7425
 AK7425.The orthometric height was determined by GPS observations and a
 AK7425.high-resolution geoid model.
 AK7425
 AK7425.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7425.GEOID18 height accuracy estimate available here.
 AK7425
 AK7425.Click photographs - Photos may exist for this station.
 AK7425
 AK7425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7425
 AK7425.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7425
 AK7425.The ellipsoidal height was determined by GPS observations
 AK7425.and is referenced to NAD 83.
 AK7425
 AK7425. The following values were computed from the NAD 83(2011) position.
 AK7425
 AK7425;                    North         East     Units Scale Factor Converg.
 AK7425;SPC FL E     -   504,446.335   111,707.455   MT  1.00003734   -0 26 14.1
 AK7425;SPC FL E     - 1,655,004.35    366,493.54   sFT  1.00003734   -0 26 14.1
 AK7425;UTM  17      - 3,195,406.201   411,737.580   MT  0.99969613   -0 26 14.1
 AK7425
 AK7425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7425!SPC FL E     -   0.99999671  x   1.00003734  =   1.00003405
 AK7425!UTM  17      -   0.99999671  x   0.99969613  =   0.99969284
 AK7425
 AK7425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1173795406(NAD 83)
 AK7425
 AK7425                          SUPERSEDED SURVEY CONTROL
 AK7425
 AK7425  NAD 83(2007)-  28 53 00.30433(N)    081 54 18.54637(W) AD(2002.00) 0
 AK7425  ELLIP H (02/10/07)   20.961  (m)                       GP(2002.00)    
 AK7425  NAD 83(1999)-  28 53 00.30446(N)    081 54 18.54639(W) AD(       ) 1
 AK7425  ELLIP H (06/12/02)   20.952  (m)                       GP(       ) 3 2
 AK7425  NAD 83(1990)-  28 53 00.30352(N)    081 54 18.54613(W) AD(       ) 1
 AK7425  ELLIP H (08/26/94)   20.973  (m)                       GP(       ) 3 2
 AK7425
 AK7425.Superseded values are not recommended for survey control.
 AK7425
 AK7425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7425.See file dsdata.pdf to determine how the superseded data were derived.
 AK7425
 AK7425_MARKER: DD = SURVEY DISK
 AK7425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7425_STAMPING: 11 92 GPS 7
 AK7425_MARK LOGO: FLDT
 AK7425_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7425+STABILITY: SURFACE MOTION
 AK7425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7425+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1993
 AK7425
 AK7425  HISTORY     - Date     Condition        Report By
 AK7425  HISTORY     - 1992     MONUMENTED       FLDT
 AK7425  HISTORY     - 19930412 GOOD
 AK7425  HISTORY     - 19970211 GOOD             USPSQD
 AK7425  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AK7425
 AK7425                          STATION DESCRIPTION
 AK7425
 AK7425'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7425'STATION IS LOCATED ABOUT 5.5 MILES (8.9 KM) NORTH OF LEESBURG.
 AK7425'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 27 AND U.S. 441 AT
 AK7425'AT LEESBURG, GO NORTH ON U.S. 27 AND U.S. 441 FOR ABOUT 4.15 MILES
 AK7425'(6.68 KM) TO THE INTERSECTION OF SHADOWHILL DRIVE, GO EAST ON
 AK7425'SHADOWHILL DRIVE FOR ABOUT 0.05 MILE (0.08 KM) TO THE STATION,
 AK7425'SOUTHEAST OF HOUSE NUMBER 36745.
 AK7425'THE STATION IS 1 INCH BELOW THE GROUND.  IT IS 30.0 FEET (9.1 M) SOUTH
 AK7425'OF THE PROJECTED CENTER OF SHADOWHILL DRIVE, 9.0 FEET (2.7 M) WEST OF
 AK7425'THE PROJECTED CENTER OF ARBOR RIDGE BOULEVARD AND 4.4 FEET (1.3 M)
 AK7425'NORTH OF A METAL WITNESS POST AT THE FENCELINE.
 AK7425
 AK7425                          STATION RECOVERY (1993)
 AK7425
 AK7425'RECOVERED 1993
 AK7425'RECOVERED IN GOOD CONDITION.
 AK7425
 AK7425                          STATION RECOVERY (1997)
 AK7425
 AK7425'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7425'RECOVERED IN GOOD CONDITION.
 AK7425
 AK7425                          STATION RECOVERY (2004)
 AK7425
 AK7425'RECOVERY NOTE BY US POWER SQUADRON 2004 (HJM)
 AK7425'FOUND STUB OF WITNESS POST SHEARED AT GROUND, FOUND CONCRETE MARKER
 AK7425'BASE AND CENTER POST, WITHOUT DISC, BELOW GROUND AT SPECIFIED
 AK7425'LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7426 ***********************************************************************
 AK7426  DESIGNATION -  11 92 GPS 8
 AK7426  PID         -  AK7426
 AK7426  STATE/COUNTY-  FL/LAKE
 AK7426  COUNTRY     -  US
 AK7426  USGS QUAD   -  EMERALDA ISLAND (2018)
 AK7426
 AK7426                         *CURRENT SURVEY CONTROL
 AK7426  ______________________________________________________________________
 AK7426* NAD 83(2011) POSITION- 28 54 38.27101(N) 081 48 07.10116(W)   ADJUSTED
 AK7426* NAD 83(2011) ELLIP HT-    -9.122 (meters)        (06/27/12)   ADJUSTED
 AK7426* NAD 83(2011) EPOCH   -  2010.00
 AK7426* NAVD 88 ORTHO HEIGHT -    18.6   (meters)       61.    (feet) GPS OBS
 AK7426  ______________________________________________________________________
 AK7426  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AK7426  GEOID HEIGHT    -        -28.440 (meters)                     GEOID93
 AK7426  GEOID HEIGHT    -        -27.708 (meters)                     GEOID18
 AK7426  NAD 83(2011) X  -    796,766.682 (meters)                     COMP
 AK7426  NAD 83(2011) Y  - -5,530,526.450 (meters)                     COMP
 AK7426  NAD 83(2011) Z  -  3,065,229.736 (meters)                     COMP
 AK7426  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 AK7426
 AK7426  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7426  Standards:
 AK7426         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7426            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7426  -------------------------------------------------------------------
 AK7426  NETWORK    0.78   1.47           0.33   0.31   0.75      0.13773609
 AK7426  -------------------------------------------------------------------
 AK7426  Click here for local accuracies and other accuracy information.
 AK7426
 AK7426.The horizontal coordinates were established by GPS observations
 AK7426.and adjusted by the National Geodetic Survey in June 2012.
 AK7426
 AK7426.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7426.been affixed to the stable North American tectonic plate. See 
 AK7426.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7426
 AK7426.The horizontal coordinates are valid at the epoch date displayed above
 AK7426.which is a decimal equivalence of Year/Month/Day.
 AK7426
 AK7426.The orthometric height was determined by GPS observations and a
 AK7426.high-resolution geoid model.
 AK7426
 AK7426.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7426.GEOID18 height accuracy estimate available here.
 AK7426
 AK7426.Click photographs - Photos may exist for this station.
 AK7426
 AK7426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7426
 AK7426.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7426
 AK7426.The ellipsoidal height was determined by GPS observations
 AK7426.and is referenced to NAD 83.
 AK7426
 AK7426. The following values were computed from the NAD 83(2011) position.
 AK7426
 AK7426;                    North         East     Units Scale Factor Converg.
 AK7426;SPC FL E     -   507,390.010   121,792.780   MT  1.00001663   -0 23 15.8
 AK7426;SPC FL E     - 1,664,662.06    399,581.81   sFT  1.00001663   -0 23 15.8
 AK7426;SPC FL W     -   507,141.525   219,311.038   MT  0.99994578   +0 05 44.6
 AK7426;SPC FL W     - 1,663,846.82    719,522.96   sFT  0.99994578   +0 05 44.6
 AK7426;UTM  17      - 3,198,348.872   421,819.464   MT  0.99967543   -0 23 15.8
 AK7426
 AK7426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7426!SPC FL E     -   1.00000143  x   1.00001663  =   1.00001806
 AK7426!SPC FL W     -   1.00000143  x   0.99994578  =   0.99994721
 AK7426!UTM  17      -   1.00000143  x   0.99967543  =   0.99967686
 AK7426
 AK7426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2181998348(NAD 83)
 AK7426
 AK7426                          SUPERSEDED SURVEY CONTROL
 AK7426
 AK7426  NAD 83(2007)-  28 54 38.27108(N)    081 48 07.10177(W) AD(2002.00) 0
 AK7426  ELLIP H (02/10/07)   -9.095  (m)                       GP(2002.00)    
 AK7426  NAD 83(1999)-  28 54 38.27124(N)    081 48 07.10180(W) AD(       ) 1
 AK7426  ELLIP H (06/12/02)   -9.103  (m)                       GP(       ) 3 2
 AK7426  NAD 83(1990)-  28 54 38.27026(N)    081 48 07.10155(W) AD(       ) 1
 AK7426  ELLIP H (08/26/94)   -9.078  (m)                       GP(       ) 3 2
 AK7426
 AK7426.Superseded values are not recommended for survey control.
 AK7426
 AK7426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7426.See file dsdata.pdf to determine how the superseded data were derived.
 AK7426
 AK7426_MARKER: DD = SURVEY DISK
 AK7426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7426_STAMPING: 11 92 GPS 8
 AK7426_MARK LOGO: FLDT
 AK7426_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7426+STABILITY: SURFACE MOTION
 AK7426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7426+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1993
 AK7426
 AK7426  HISTORY     - Date     Condition        Report By
 AK7426  HISTORY     - 1992     MONUMENTED       FLDT
 AK7426  HISTORY     - 19930413 GOOD
 AK7426  HISTORY     - 19970217 MARK NOT FOUND   USPSQD
 AK7426
 AK7426                          STATION DESCRIPTION
 AK7426
 AK7426'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7426'STATION IS LOCATED ABOUT 9.0 MILES (14.5 KM) NORTHEAST OF LEESBURG AND
 AK7426'8.5 MILES (13.7 KM) SOUTHWEST OF UMATILLA.
 AK7426'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 441 AND C.R. 44 AT
 AK7426'THE EAST SIDE OF LEESBURG, GO NORTHEAST ON C.R. 44 FOR ABOUT 4.95
 AK7426'MILES (7.97 KM) TO THE INTERSECTION OF EMERALDA AVENUE AT LISBON, GO
 AK7426'NORTH ON EMERALDA AVENUE FOR ABOUT 0.8 MILE (1.3 KM) TO AN
 AK7426'INTERSECTION, CONTINUE WEST AND NORTH ON EMERALDA AVENUE FOR ABOUT
 AK7426'2.5 MILES (4.0 KM) TO THE BRIDGE OVER A CANAL.
 AK7426'THE STATION IS 1 INCH BELOW THE GROUND.  IT IS 32.5 FEET (9.9 M)
 AK7426'SOUTHWEST OF THE NORTHEAST END OF A METAL GUARDRAIL, 18.0 FEET
 AK7426'(5.5 M) SOUTHWEST OF THE CENTER OF EMERALDA AVENUE AND 9.0 FEET
 AK7426'(2.7 M) NORTHWEST OF A METAL WITNESS POST AT THE NORTHWEST END OF THE
 AK7426'METAL GUARDRAIL.
 AK7426
 AK7426                          STATION RECOVERY (1993)
 AK7426
 AK7426'RECOVERED 1993
 AK7426'RECOVERED IN GOOD CONDITION.
 AK7426
 AK7426                          STATION RECOVERY (1997)
 AK7426
 AK7426'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7426'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7419 ***********************************************************************
 AK7419  DESIGNATION -  11 92 GPS 9
 AK7419  PID         -  AK7419
 AK7419  STATE/COUNTY-  FL/LAKE
 AK7419  COUNTRY     -  US
 AK7419  USGS QUAD   -  UMATILLA (2018)
 AK7419
 AK7419                         *CURRENT SURVEY CONTROL
 AK7419  ______________________________________________________________________
 AK7419* NAD 83(2011) POSITION- 28 55 51.64536(N) 081 43 04.33818(W)   ADJUSTED
 AK7419* NAD 83(2011) ELLIP HT-    -4.416 (meters)        (06/27/12)   ADJUSTED
 AK7419* NAD 83(2011) EPOCH   -  2010.00
 AK7419* NAVD 88 ORTHO HEIGHT -    23.4   (meters)       77.    (feet) GPS OBS
 AK7419  ______________________________________________________________________
 AK7419  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AK7419  GEOID HEIGHT    -        -28.550 (meters)                     GEOID93
 AK7419  GEOID HEIGHT    -        -27.807 (meters)                     GEOID18
 AK7419  NAD 83(2011) X  -    804,726.956 (meters)                     COMP
 AK7419  NAD 83(2011) Y  - -5,528,273.986 (meters)                     COMP
 AK7419  NAD 83(2011) Z  -  3,067,209.289 (meters)                     COMP
 AK7419  LAPLACE CORR    -         -0.41  (seconds)                    DEFLEC18
 AK7419
 AK7419  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7419  Standards:
 AK7419         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7419            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7419  -------------------------------------------------------------------
 AK7419  NETWORK    1.01   1.78           0.41   0.41   0.91      0.17570690
 AK7419  -------------------------------------------------------------------
 AK7419  Click here for local accuracies and other accuracy information.
 AK7419
 AK7419.The horizontal coordinates were established by GPS observations
 AK7419.and adjusted by the National Geodetic Survey in June 2012.
 AK7419
 AK7419.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7419.been affixed to the stable North American tectonic plate. See 
 AK7419.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7419
 AK7419.The horizontal coordinates are valid at the epoch date displayed above
 AK7419.which is a decimal equivalence of Year/Month/Day.
 AK7419
 AK7419.The orthometric height was determined by GPS observations and a
 AK7419.high-resolution geoid model.
 AK7419
 AK7419.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7419.GEOID18 height accuracy estimate available here.
 AK7419
 AK7419.Click photographs - Photos may exist for this station.
 AK7419
 AK7419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7419
 AK7419.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7419
 AK7419.The ellipsoidal height was determined by GPS observations
 AK7419.and is referenced to NAD 83.
 AK7419
 AK7419. The following values were computed from the NAD 83(2011) position.
 AK7419
 AK7419;                    North         East     Units Scale Factor Converg.
 AK7419;SPC FL E     -   509,596.382   130,008.105   MT  1.00000161   -0 20 50.2
 AK7419;SPC FL E     - 1,671,900.80    426,534.92   sFT  1.00000161   -0 20 50.2
 AK7419;SPC FL W     -   509,417.023   227,506.947   MT  0.99995051   +0 08 11.3
 AK7419;SPC FL W     - 1,671,312.35    746,412.38   sFT  0.99995051   +0 08 11.3
 AK7419;UTM  17      - 3,200,554.491   430,031.986   MT  0.99966041   -0 20 50.2
 AK7419
 AK7419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7419!SPC FL E     -   1.00000069  x   1.00000161  =   1.00000230
 AK7419!SPC FL W     -   1.00000069  x   0.99995051  =   0.99995120
 AK7419!UTM  17      -   1.00000069  x   0.99966041  =   0.99966110
 AK7419
 AK7419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3003100554(NAD 83)
 AK7419
 AK7419                          SUPERSEDED SURVEY CONTROL
 AK7419
 AK7419  NAD 83(2007)-  28 55 51.64546(N)    081 43 04.33879(W) AD(2002.00) 0
 AK7419  ELLIP H (02/10/07)   -4.389  (m)                       GP(2002.00)    
 AK7419  NAD 83(1999)-  28 55 51.64566(N)    081 43 04.33878(W) AD(       ) 1
 AK7419  ELLIP H (06/12/02)   -4.395  (m)                       GP(       ) 3 2
 AK7419  NAD 83(1990)-  28 55 51.64463(N)    081 43 04.33842(W) AD(       ) 1
 AK7419  ELLIP H (08/26/94)   -4.374  (m)                       GP(       ) 3 2
 AK7419
 AK7419.Superseded values are not recommended for survey control.
 AK7419
 AK7419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7419.See file dsdata.pdf to determine how the superseded data were derived.
 AK7419
 AK7419_MARKER: DD = SURVEY DISK
 AK7419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7419_STAMPING: 11 92 GPS 9
 AK7419_MARK LOGO: FLDT
 AK7419_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7419+STABILITY: SURFACE MOTION
 AK7419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7419+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AK7419
 AK7419  HISTORY     - Date     Condition        Report By
 AK7419  HISTORY     - 1992     MONUMENTED       FLDT
 AK7419
 AK7419                          STATION DESCRIPTION
 AK7419
 AK7419'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7419'STATION IS LOCATED ABOUT 3.0 MILES (4.8 KM) WEST OF UMATILLA AND ABOUT
 AK7419'5.5 MILES (8.9 KM) NORTH NORTHWEST OF EUSTIS.
 AK7419'TO REACH THE STATION FROM THE U.S. POST OFFICE, AT UMATILLA, GO
 AK7419'NORTHWEST ON S.R. 19 FOR ABOUT 0.1 MILE (0.2 KM) TO THE INTERSECTION
 AK7419'OF C.R 450 (OCALA STREET), GO WEST ON C.R. 450 FOR ABOUT 1.85 MILES
 AK7419'(2.98 KM) TO THE INTERSECTION OF LAKE YALE ROAD (DIRT), GO WEST ON
 AK7419'LAKE YALE ROAD FOR ABOUT 1.3 MILES (2.1 KM) TO THE STATION.
 AK7419'THE STATION IS FLUSH WITH THE GROUND.  IT IS 130.0 FEET (39.6 M) EAST
 AK7419'OF A UTILITY POLE WITH A METAL WITNESS SIGN ATTACHED, 112.0 FEET
 AK7419'(34.1 M) WEST OF ANOTHER UTILITY POLE WITH A METAL WITNESS SIGN
 AK7419'ATTACHED, 25.0 FEET (7.6 M) SOUTH OF THE APPROXIMATE CENTER OF LAKE
 AK7419'YALE ROAD AND 4.6 FEET (1.4 M) NORTH OF A FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI9282 ***********************************************************************
 AI9282  DESIGNATION -  11 97 A 386
 AI9282  PID         -  AI9282
 AI9282  STATE/COUNTY-  FL/LAKE
 AI9282  COUNTRY     -  US
 AI9282  USGS QUAD   -  LAKE WOODRUFF (2018)
 AI9282
 AI9282                         *CURRENT SURVEY CONTROL
 AI9282  ______________________________________________________________________
 AI9282* NAD 83(1986) POSITION- 29 00 30.     (N) 081 22 57.     (W)   SCALED
 AI9282* NAVD 88 ORTHO HEIGHT -     4.879 (meters)       16.01  (feet) ADJUSTED
 AI9282  ______________________________________________________________________
 AI9282  GEOID HEIGHT    -        -28.044 (meters)                     GEOID18
 AI9282  DYNAMIC HEIGHT  -          4.873 (meters)       15.99  (feet) COMP
 AI9282  MODELED GRAVITY -    979,245.6   (mgal)                       NAVD 88
 AI9282
 AI9282  VERT ORDER      -  SECOND    CLASS I
 AI9282
 AI9282.The horizontal coordinates were scaled from a map and have
 AI9282.an estimated accuracy of +/- 6 seconds.
 AI9282
 AI9282.The orthometric height was determined by differential leveling and
 AI9282.adjusted by the NATIONAL GEODETIC SURVEY
 AI9282.in August 2004.
 AI9282
 AI9282.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9282.GEOID18 height accuracy estimate available here.
 AI9282
 AI9282.Click photographs - Photos may exist for this station.
 AI9282
 AI9282.The dynamic height is computed by dividing the NAVD 88
 AI9282.geopotential number by the normal gravity value computed on the
 AI9282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9282.degrees latitude (g = 980.6199 gals.).
 AI9282
 AI9282.The modeled gravity was interpolated from observed gravity values.
 AI9282
 AI9282;                    North         East    Units  Estimated Accuracy
 AI9282;SPC FL E     -   518,010.      162,740.      MT  (+/- 180 meters Scaled)
 AI9282
 AI9282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN627089(NAD 83)
 AI9282
 AI9282                          SUPERSEDED SURVEY CONTROL
 AI9282
 AI9282  NAVD 88 (04/26/01)    4.875  (m)           15.99   (f) SUPERSEDED  2 1
 AI9282
 AI9282.Superseded values are not recommended for survey control.
 AI9282
 AI9282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI9282.See file dsdata.pdf to determine how the superseded data were derived.
 AI9282
 AI9282_MARKER: DB = BENCH MARK DISK
 AI9282_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI9282_SP_SET: BRIDGE ABUTMENT
 AI9282_STAMPING: BM 11/97/A 386
 AI9282_MARK LOGO: FLDT
 AI9282_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9282+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2000
 AI9282
 AI9282  HISTORY     - Date     Condition        Report By
 AI9282  HISTORY     - 1997     MONUMENTED       FLDT
 AI9282  HISTORY     - 19980806 GOOD             FLDEP
 AI9282  HISTORY     - 20000612 GOOD             FLDEP
 AI9282
 AI9282                          STATION DESCRIPTION
 AI9282
 AI9282'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI9282'THE MARK IS ABOUT 24.4 MI (39.3 KM) EAST OF EUSTIS, 4.0 MI (6.4 KM)
 AI9282'WEST OF DELAND IN SECTION 38, TOWNSHIP 17 SOUTH, RANGE 29 EAST. TO
 AI9282'REACH THE MARK FROM THE INTERSECTION OF STATE ROADS 42 AND 44, ABOUT
 AI9282'0.3 MI (0.5 KM) WEST OF THE ST JOHNS RIVER (COUNTY LINE), GO NORTHEAST
 AI9282'ON STATE ROAD 44 FOR 0.25 MI (0.40 KM) TO THE SOUTHEAST END OF THE
 AI9282'BRIDGE OVER THE ST JOHNS RIVER AND THE MARK ON THE RIGHT, SET IN THE
 AI9282'SOUTHEAST BRIDGE ABUTMENT 0.9 FT (27.4 CM) ABOVE THE LEVEL OF STATE
 AI9282'ROAD 44.  THE MARK CAN ALSO BE REACHED FROM THE INTERSECTION OF STATE
 AI9282'ROAD 15A (SPRING GARDEN AVENUE) AND STATE ROAD 44 (NEW YORK AVENUE) ON
 AI9282'THE WEST SIDE OF DELAND, GO WEST-SOUTHWEST ON STATE ROAD 44 (NEW YORK
 AI9282'AVENUE) FOR 3.9 MI (6.3 KM) TO THE SOUTHWEST END OF THE BRIDGE OVER ST
 AI9282'JOHNS RIVER AND THE MARK ON THE LEFT. LOCATED 18.0 FT (5.5 M)
 AI9282'SOUTHEAST OF THE CENTERLINE OF STATE ROAD 44.
 AI9282
 AI9282                          STATION RECOVERY (2000)
 AI9282
 AI9282'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AI9282'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0907 ***********************************************************************
 AS0907  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0907  DESIGNATION -  11 A 10
 AS0907  PID         -  AS0907
 AS0907  STATE/COUNTY-  FL/FRANKLIN
 AS0907  COUNTRY     -  US
 AS0907  USGS QUAD   -  JACKSON RIVER (2018)
 AS0907
 AS0907                         *CURRENT SURVEY CONTROL
 AS0907  ______________________________________________________________________
 AS0907* NAD 83(1986) POSITION- 29 45 32.     (N) 085 01 59.     (W)   SCALED
 AS0907* NAVD 88 ORTHO HEIGHT -     2.301 (meters)        7.55  (feet) ADJUSTED
 AS0907  ______________________________________________________________________
 AS0907  GEOID HEIGHT    -        -27.175 (meters)                     GEOID18
 AS0907  DYNAMIC HEIGHT  -          2.297 (meters)        7.54  (feet) COMP
 AS0907  MODELED GRAVITY -    979,304.1   (mgal)                       NAVD 88
 AS0907
 AS0907  VERT ORDER      -  SECOND    CLASS I
 AS0907
 AS0907.The horizontal coordinates were scaled from a map and have
 AS0907.an estimated accuracy of +/- 6 seconds.
 AS0907
 AS0907.The orthometric height was determined by differential leveling and
 AS0907.adjusted by the NATIONAL GEODETIC SURVEY
 AS0907.in September 1996.
 AS0907
 AS0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0907.GEOID18 height accuracy estimate available here.
 AS0907
 AS0907.This Tidal Bench Mark is designated as VM 16862
 AS0907.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0907
 AS0907.Click photographs - Photos may exist for this station.
 AS0907
 AS0907.The dynamic height is computed by dividing the NAVD 88
 AS0907.geopotential number by the normal gravity value computed on the
 AS0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0907.degrees latitude (g = 980.6199 gals.).
 AS0907
 AS0907.The modeled gravity was interpolated from observed gravity values.
 AS0907
 AS0907;                    North         East    Units  Estimated Accuracy
 AS0907;SPC FL N     -    84,240.      548,450.      MT  (+/- 180 meters Scaled)
 AS0907
 AS0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT901936(NAD 83)
 AS0907
 AS0907                          SUPERSEDED SURVEY CONTROL
 AS0907
 AS0907.No superseded survey control is available for this station.
 AS0907
 AS0907_STAMPING: 11A-10 1986
 AS0907_MARK LOGO: USACE
 AS0907
 AS0907  HISTORY     - Date     Condition        Report By
 AS0907  HISTORY     - 1986     MONUMENTED       USACE
 AS0907  HISTORY     - 1986     GOOD             FLDNR
 AS0907  HISTORY     - 20180111 MARK NOT FOUND   FLDEP
 AS0907
 AS0907                          STATION DESCRIPTION
 AS0907
 AS0907'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0907'IN APALACHICOLA.
 AS0907'BEGIN AT THE GEORGE E. WEEMS MEMORIAL HOSPITAL IN APALACHICOLA, GO
 AS0907'3.75 MILES NORTHWEST ALONG COUNTY ROAD 384 TO A RAILROAD CROSSING AND
 AS0907'THE MARK.  THE MARK BEARS 28.3 FEET NORTHEAST OF THE CENTERLINE OF
 AS0907'C-384, 9.4 FEET WEST-SOUTHWEST OF THE WEST RAIL OF THE RAILROAD
 AS0907'TRACK, 6.3 FEET EAST-NORTHEAST OF THE EAST RAIL OF THE RAILROAD SPUR
 AS0907'LINE, 66.8 FEET SOUTH-SOUTHEAST OF RM-1 1986, AND 78.9 FEET
 AS0907'EAST-NORTHEAST OF BENCHMARK A 296 1967.
 AS0907'THE MARK IS 1.8 FT  S FROM A WITNESS POST.
 AS0907'THE MARK IS ABOVE LEVEL WITH GROUND.
 AS0907
 AS0907                          STATION RECOVERY (2018)
 AS0907
 AS0907'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AS0907'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0906 ***********************************************************************
 AS0906  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0906  DESIGNATION -  11 A 10 RM 1
 AS0906  PID         -  AS0906
 AS0906  STATE/COUNTY-  FL/FRANKLIN
 AS0906  COUNTRY     -  US
 AS0906  USGS QUAD   -  JACKSON RIVER (2018)
 AS0906
 AS0906                         *CURRENT SURVEY CONTROL
 AS0906  ______________________________________________________________________
 AS0906* NAD 83(1986) POSITION- 29 45 32.     (N) 085 01 59.     (W)   SCALED
 AS0906* NAVD 88 ORTHO HEIGHT -     2.050 (meters)        6.73  (feet) ADJUSTED
 AS0906  ______________________________________________________________________
 AS0906  GEOID HEIGHT    -        -27.175 (meters)                     GEOID18
 AS0906  DYNAMIC HEIGHT  -          2.047 (meters)        6.72  (feet) COMP
 AS0906  MODELED GRAVITY -    979,304.1   (mgal)                       NAVD 88
 AS0906
 AS0906  VERT ORDER      -  SECOND    CLASS I
 AS0906
 AS0906.The horizontal coordinates were scaled from a map and have
 AS0906.an estimated accuracy of +/- 6 seconds.
 AS0906
 AS0906.The orthometric height was determined by differential leveling and
 AS0906.adjusted by the NATIONAL GEODETIC SURVEY
 AS0906.in September 1996.
 AS0906
 AS0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0906.GEOID18 height accuracy estimate available here.
 AS0906
 AS0906.This Tidal Bench Mark is designated as VM 16863
 AS0906.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0906
 AS0906.Click photographs - Photos may exist for this station.
 AS0906
 AS0906.The dynamic height is computed by dividing the NAVD 88
 AS0906.geopotential number by the normal gravity value computed on the
 AS0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0906.degrees latitude (g = 980.6199 gals.).
 AS0906
 AS0906.The modeled gravity was interpolated from observed gravity values.
 AS0906
 AS0906;                    North         East    Units  Estimated Accuracy
 AS0906;SPC FL N     -    84,240.      548,450.      MT  (+/- 180 meters Scaled)
 AS0906
 AS0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT901936(NAD 83)
 AS0906
 AS0906                          SUPERSEDED SURVEY CONTROL
 AS0906
 AS0906.No superseded survey control is available for this station.
 AS0906
 AS0906_STAMPING: RM-1 1986
 AS0906_MARK LOGO: USACE
 AS0906
 AS0906  HISTORY     - Date     Condition        Report By
 AS0906  HISTORY     - 1986     MONUMENTED       USACE
 AS0906  HISTORY     - 1986     GOOD             FLDNR
 AS0906  HISTORY     - 20180111 MARK NOT FOUND   FLDEP
 AS0906
 AS0906                          STATION DESCRIPTION
 AS0906
 AS0906'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0906'IN APALACHICOLA.
 AS0906'BEGIN AT THE GEORGE E. WEEMS MEMORIAL HOSPITAL IN APALACHICOLA, GO
 AS0906'3.75 MILES NORTHWEST ALONG COUNTY ROAD 384 TO A RAILROAD CROSSING AND
 AS0906'THE MARK.  THE MARK BEARS 53.3 FEET NORTHEAST OF THE CENTERLINE OF
 AS0906'C-384, 11 FEET WEST-SOUTHWEST OF THE WEST RAIL OF THE RAILROAD TRACK,
 AS0906'12.8 FEET EAST-NORTHEAST OF THE EAST RAIL OF SPUR LINE RAILROAD
 AS0906'TRACK, 142.7 FEET NORTHWEST OF RM-2 1986, AND 100 FEET
 AS0906'NORTH-NORTHEAST OF BENCHMARK A 296 1967.  THE MARK IS A REFERENCE
 AS0906'MARK TO 11A-10, SET BY THE U.S. CORPS OF ENGINEERS.
 AS0906'THE MARK IS 1.0 FT  SSE FROM A WITNESS POST.
 AS0906'THE MARK IS 0.1 FT BELOW GROUND.
 AS0906
 AS0906                          STATION RECOVERY (2018)
 AS0906
 AS0906'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AS0906'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0809 ***********************************************************************
 AQ0809  DESIGNATION -  11 JAS
 AQ0809  PID         -  AQ0809
 AQ0809  STATE/COUNTY-  FL/LAKE
 AQ0809  COUNTRY     -  US
 AQ0809  USGS QUAD   -  FARLES LAKE (2018)
 AQ0809
 AQ0809                         *CURRENT SURVEY CONTROL
 AQ0809  ______________________________________________________________________
 AQ0809* NAD 83(1986) POSITION- 29 02 19.4    (N) 081 37 49.9    (W)   HD_HELD2
 AQ0809* NAVD 88 ORTHO HEIGHT -    15.308 (meters)       50.22  (feet) ADJUSTED
 AQ0809  ______________________________________________________________________
 AQ0809  GEOID HEIGHT    -        -28.090 (meters)                     GEOID18
 AQ0809  DYNAMIC HEIGHT  -         15.286 (meters)       50.15  (feet) COMP
 AQ0809  MODELED GRAVITY -    979,225.4   (mgal)                       NAVD 88
 AQ0809
 AQ0809  VERT ORDER      -  FIRST     CLASS II
 AQ0809
 AQ0809.The horizontal coordinates were established by autonomous hand held GPS
 AQ0809.observations and have an estimated accuracy of +/- 10 meters.
 AQ0809
 AQ0809.The orthometric height was determined by differential leveling and
 AQ0809.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0809.in June 1991.
 AQ0809
 AQ0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0809.GEOID18 height accuracy estimate available here.
 AQ0809
 AQ0809.Click photographs - Photos may exist for this station.
 AQ0809
 AQ0809.The dynamic height is computed by dividing the NAVD 88
 AQ0809.geopotential number by the normal gravity value computed on the
 AQ0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0809.degrees latitude (g = 980.6199 gals.).
 AQ0809
 AQ0809.The modeled gravity was interpolated from observed gravity values.
 AQ0809
 AQ0809;                    North         East    Units  Estimated Accuracy
 AQ0809;SPC FL E     -   521,486.      138,588.      MT  (+/- 10 meters HH2 GPS)
 AQ0809
 AQ0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3860812439(NAD 83)
 AQ0809
 AQ0809                          SUPERSEDED SURVEY CONTROL
 AQ0809
 AQ0809  NGVD 29 (??/??/92)   15.632  (m)           51.29   (f) ADJ UNCH    1 2
 AQ0809
 AQ0809.Superseded values are not recommended for survey control.
 AQ0809
 AQ0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0809.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0809
 AQ0809_MARKER: DD = SURVEY DISK
 AQ0809_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ0809_SP_SET: CULVERT HEADWALL
 AQ0809_STAMPING: 11 JAS 1966 51
 AQ0809_MARK LOGO: USGS
 AQ0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0809+STABILITY: SURFACE MOTION
 AQ0809
 AQ0809  HISTORY     - Date     Condition        Report By
 AQ0809  HISTORY     - 1966     MONUMENTED       USGS
 AQ0809  HISTORY     - 1968     GOOD             CGS
 AQ0809
 AQ0809                          STATION DESCRIPTION
 AQ0809
 AQ0809'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0809'5.6 MI N FROM ALTOONA.
 AQ0809'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 AQ0809'OF STATE HIGHWAY 42 LEADING EAST AT ALTOONA, THENCE ABOUT 0.6
 AQ0809'MILE EAST ALONG HIGHWAY S 445, SET IN THE TOP OF THE EAST END OF
 AQ0809'THE SOUTH 24-FOOT CONCRETE HEAD WALL FOR TWO 4-FOOT CONCRETE
 AQ0809'PIPES FORMING A CULVERT UNDER THE HIGHWAY, 29 FEET SOUTH OF THE
 AQ0809'CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW THE LEVEL
 AQ0809'OF THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0307 ***********************************************************************
 BE0307  DESIGNATION -  11 JWM USGS
 BE0307  PID         -  BE0307
 BE0307  STATE/COUNTY-  FL/JACKSON
 BE0307  COUNTRY     -  US
 BE0307  USGS QUAD   -  MARIANNA (2018)
 BE0307
 BE0307                         *CURRENT SURVEY CONTROL
 BE0307  ______________________________________________________________________
 BE0307* NAD 83(1986) POSITION- 30 47 33.     (N) 085 08 06.     (W)   SCALED
 BE0307* NAVD 88 ORTHO HEIGHT -    34.820 (meters)      114.24  (feet) ADJUSTED
 BE0307  ______________________________________________________________________
 BE0307  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 BE0307  DYNAMIC HEIGHT  -         34.775 (meters)      114.09  (feet) COMP
 BE0307  MODELED GRAVITY -    979,342.1   (mgal)                       NAVD 88
 BE0307
 BE0307  VERT ORDER      -  SECOND    CLASS 0
 BE0307
 BE0307.The horizontal coordinates were scaled from a map and have
 BE0307.an estimated accuracy of +/- 6 seconds.
 BE0307
 BE0307.The orthometric height was determined by differential leveling and
 BE0307.adjusted by the NATIONAL GEODETIC SURVEY
 BE0307.in June 1991.
 BE0307
 BE0307.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0307.GEOID18 height accuracy estimate available here.
 BE0307
 BE0307.Click photographs - Photos may exist for this station.
 BE0307
 BE0307.The dynamic height is computed by dividing the NAVD 88
 BE0307.geopotential number by the normal gravity value computed on the
 BE0307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0307.degrees latitude (g = 980.6199 gals.).
 BE0307
 BE0307.The modeled gravity was interpolated from observed gravity values.
 BE0307
 BE0307;                    North         East    Units  Estimated Accuracy
 BE0307;SPC FL N     -   198,870.      539,220.      MT  (+/- 180 meters Scaled)
 BE0307
 BE0307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV784080(NAD 83)
 BE0307
 BE0307                          SUPERSEDED SURVEY CONTROL
 BE0307
 BE0307  NGVD 29 (??/??/92)   34.950  (m)          114.67   (f) ADJ UNCH    2 0
 BE0307
 BE0307.Superseded values are not recommended for survey control.
 BE0307
 BE0307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0307.See file dsdata.pdf to determine how the superseded data were derived.
 BE0307
 BE0307_MARKER: DD = SURVEY DISK
 BE0307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0307_STAMPING: 11 JWM 1951 115
 BE0307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0307+STABILITY: SURFACE MOTION
 BE0307
 BE0307  HISTORY     - Date     Condition        Report By
 BE0307  HISTORY     - 1951     MONUMENTED       USGS
 BE0307  HISTORY     - 1960     GOOD             CGS
 BE0307  HISTORY     - 19910423 GOOD             USPSQD
 BE0307  HISTORY     - 19970715 MARK NOT FOUND   USPSQD
 BE0307  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0307  HISTORY     - 20050524 MARK NOT FOUND   SESMC
 BE0307
 BE0307                          STATION DESCRIPTION
 BE0307
 BE0307'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BE0307'6.4 MI NE FROM MARIANNA.
 BE0307'1.6 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE AT
 BE0307'MARIANNA, THENCE 1.2 MILES NORTH ALONG STATE HIGHWAY 71, THENCE
 BE0307'3.6 MILES NORTHEAST ALONG STATE HIGHWAY 164, AT A JUNCTION WITH
 BE0307'A NORTH AND SOUTH GRADED DIRT ROAD, AT A JUNCTION WITH STATE
 BE0307'HIGHWAY 164A, 47 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY
 BE0307'164, 28 FEET SOUTHWEST OF THE EXTENDED CENTERLINE OF STATE HIGHWAY
 BE0307'164A, 27 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD, 4.5 FEET
 BE0307'SOUTH SOUTHWEST OF A FENCE CORNER, 2.5 FEET NORTH OF A POWER
 BE0307'POLE, 1.2 FEET EAST OF A STEEL WITNESS POST, SET IN THE TOP
 BE0307'OF A CONCRETE POST WHICH PROJECTS 0.2 FOOT ABOVE THE GROUND.
 BE0307
 BE0307                          STATION RECOVERY (1991)
 BE0307
 BE0307'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR)
 BE0307'RECOVERED IN GOOD CONDITION.
 BE0307
 BE0307                          STATION RECOVERY (1997)
 BE0307
 BE0307'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE0307'MARK NOT FOUND.
 BE0307
 BE0307                          STATION RECOVERY (2001)
 BE0307
 BE0307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0307'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0307
 BE0307                          STATION RECOVERY (2005)
 BE0307
 BE0307'RECOVERY NOTE BY SOUTHEASTERN SURVEY AND MAPPIN 2005 (SFS)
 BE0307'FOUND OLD WITNESS POST WITH SIGN STILL ATTACHED LYING DOWN IN BUSHES
 BE0307'IN VICINITY OF MARK LOCATION. MARK WAS NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9822 ***********************************************************************
 AC9822  DESIGNATION -  11 RJN
 AC9822  PID         -  AC9822
 AC9822  STATE/COUNTY-  FL/PUTNAM
 AC9822  COUNTRY     -  US
 AC9822  USGS QUAD   -  SATSUMA (2018)
 AC9822
 AC9822                         *CURRENT SURVEY CONTROL
 AC9822  ______________________________________________________________________
 AC9822* NAD 83(1986) POSITION- 29 34 54.     (N) 081 43 03.     (W)   SCALED
 AC9822* NAVD 88 ORTHO HEIGHT -     7.753 (meters)       25.44  (feet) ADJUSTED
 AC9822  ______________________________________________________________________
 AC9822  GEOID HEIGHT    -        -28.345 (meters)                     GEOID18
 AC9822  DYNAMIC HEIGHT  -          7.742 (meters)       25.40  (feet) COMP
 AC9822  MODELED GRAVITY -    979,282.9   (mgal)                       NAVD 88
 AC9822
 AC9822  VERT ORDER      -  FIRST     CLASS II
 AC9822
 AC9822.The horizontal coordinates were scaled from a map and have
 AC9822.an estimated accuracy of +/- 6 seconds.
 AC9822
 AC9822.The orthometric height was determined by differential leveling and
 AC9822.adjusted by the NATIONAL GEODETIC SURVEY
 AC9822.in September 1997.
 AC9822
 AC9822.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9822.GEOID18 height accuracy estimate available here.
 AC9822
 AC9822.Click photographs - Photos may exist for this station.
 AC9822
 AC9822.The dynamic height is computed by dividing the NAVD 88
 AC9822.geopotential number by the normal gravity value computed on the
 AC9822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9822.degrees latitude (g = 980.6199 gals.).
 AC9822
 AC9822.The modeled gravity was interpolated from observed gravity values.
 AC9822
 AC9822;                    North         East    Units  Estimated Accuracy
 AC9822;SPC FL E     -   581,710.      130,490.      MT  (+/- 180 meters Scaled)
 AC9822
 AC9822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN305726(NAD 83)
 AC9822
 AC9822                          SUPERSEDED SURVEY CONTROL
 AC9822
 AC9822.No superseded survey control is available for this station.
 AC9822
 AC9822_MARKER: DB = BENCH MARK DISK
 AC9822_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9822_SP_SET: HEADWALL
 AC9822_STAMPING: 11 RJN 1967
 AC9822_MARK LOGO: USGS
 AC9822_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9822+STABILITY: SURFACE MOTION
 AC9822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9822+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 AC9822
 AC9822  HISTORY     - Date     Condition        Report By
 AC9822  HISTORY     - 1967     MONUMENTED       USGS
 AC9822  HISTORY     - 19960807 GOOD             FLDEP
 AC9822  HISTORY     - 20040721 GOOD             FLDEP
 AC9822
 AC9822                          STATION DESCRIPTION
 AC9822
 AC9822'DESCRIBED BY FL DEPT OF ENV PRO 1996 (DEP)
 AC9822'THE MARK IS ABOUT 15.4 MI (24.8 KM) NORTH OF SALT SPRINGS, 8.6 MI
 AC9822'(13.8 KM) SOUTHWEST OF PALATKA IN SECTION 32, TOWNSHIP 10 SOUTH, RANGE
 AC9822'26 EAST. TO REACH THE MARK FROM THE CITY HALL IN PALATKA ON U.S.
 AC9822'HIGHWAY 17 (REID STREET, STATE ROAD 100), GO WEST ON U.S. HIGHWAY 17
 AC9822'(REID STREET, STATE ROAD 100) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF
 AC9822'STATE ROAD 100 ON THE LEFT, TURN LEFT ON STATE ROAD 100 AND GO
 AC9822'NORTHWEST FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF STATE ROAD 19,
 AC9822'TURN LEFT ON STATE ROAD 19 AND GO SOUTH-SOUTHWEST FOR 6.4 MI (10.3 KM)
 AC9822'TO THE MARK ON THE LEFT SET IN THE CONCRETE CULVERT HEADWALL, 3.0 FT
 AC9822'(0.9 M) BELOW THE LEVEL OF STATE ROAD 19. LOCATED 108.0 FT (32.9 M)
 AC9822'NORTH OF A POWER POLE WITH A STREET LIGHT ATTACHED, 68.0 FT (20.7 M)
 AC9822'NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL DRIVEWAY TO
 AC9822'A PRIVATE RESIDENCE, 41.4 FT (12.6 M) NORTH-NORTHWEST OF A FARM WIRE
 AC9822'FENCE CORNER, 31.3 FT (9.5 M) EAST-SOUTHEAST OF THE APPROXIMATE
 AC9822'CENTERLINE OF STATE ROAD 19 AND 15.0 FT (4.6 M) NORTH OF THE SOUTH END
 AC9822'OF THE CULVERT.
 AC9822
 AC9822                          STATION RECOVERY (2004)
 AC9822
 AC9822'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9822'RECOVERED IN GOOD CONDITION.
 AC9822'
 AC9822'NOTE GRAVEL DRIVEWAY LOCATED AT 1505 STATE ROAD 19.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL3697 ***********************************************************************
 DL3697  DESIGNATION -  11.0 400Z
 DL3697  PID         -  DL3697
 DL3697  STATE/COUNTY-  FL/POLK
 DL3697  COUNTRY     -  US
 DL3697  USGS QUAD   -  HOMELAND (2018)
 DL3697
 DL3697                         *CURRENT SURVEY CONTROL
 DL3697  ______________________________________________________________________
 DL3697* NAD 83(1986) POSITION- 27 48 38.     (N) 081 49 11.     (W)   SCALED
 DL3697* NAVD 88 ORTHO HEIGHT -    42.127 (meters)      138.21  (feet) ADJUSTED
 DL3697  ______________________________________________________________________
 DL3697  GEOID HEIGHT    -        -25.704 (meters)                     GEOID18
 DL3697  DYNAMIC HEIGHT  -         42.065 (meters)      138.01  (feet) COMP
 DL3697  MODELED GRAVITY -    979,164.0   (mgal)                       NAVD 88
 DL3697
 DL3697  VERT ORDER      -  FIRST     CLASS II
 DL3697
 DL3697.The horizontal coordinates were scaled from a map and have
 DL3697.an estimated accuracy of +/- 6 seconds.
 DL3697
 DL3697.The orthometric height was determined by differential leveling and
 DL3697.adjusted by the NATIONAL GEODETIC SURVEY
 DL3697.in December 2009.
 DL3697
 DL3697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3697.GEOID18 height accuracy estimate available here.
 DL3697
 DL3697.Click photographs - Photos may exist for this station.
 DL3697
 DL3697.The dynamic height is computed by dividing the NAVD 88
 DL3697.geopotential number by the normal gravity value computed on the
 DL3697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3697.degrees latitude (g = 980.6199 gals.).
 DL3697
 DL3697.The modeled gravity was interpolated from observed gravity values.
 DL3697
 DL3697;                    North         East    Units  Estimated Accuracy
 DL3697;SPC FL W     -   385,230.      217,760.      MT  (+/- 180 meters Scaled)
 DL3697
 DL3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML192764(NAD 83)
 DL3697
 DL3697                          SUPERSEDED SURVEY CONTROL
 DL3697
 DL3697.No superseded survey control is available for this station.
 DL3697
 DL3697_MARKER: DD = SURVEY DISK
 DL3697_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL3697+WITH SETTING: INFORMATION.
 DL3697_STAMPING: 11.0-400Z LB262
 DL3697_MARK LOGO: GULFST
 DL3697_PROJECTION: RECESSED 8 CENTIMETERS
 DL3697_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DL3697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL3697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3697+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2007
 DL3697
 DL3697  HISTORY     - Date     Condition        Report By
 DL3697  HISTORY     - UNK      MONUMENTED       GULFST
 DL3697  HISTORY     - 20071215 GOOD             FLDEP
 DL3697
 DL3697                          STATION DESCRIPTION
 DL3697
 DL3697'DESCRIBED BY FL DEPT OF ENV PRO 2007 (BPJ)
 DL3697'THE MARK IS ABOUT 6.0 MI (9.7 KM) SOUTH OF BARTOW, 4.2 MI (6.8 KM)
 DL3697'NORTH OF FORT MEADE, IN SECTION 4, TOWNSHIP 31 SOUTH, RANGE 25 EAST.
 DL3697'
 DL3697'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, U.S.
 DL3697'HIGHWAY 98 AND STATE ROAD 630 IN FORT MEADE, GO NORTH ON U.S. HIGHWAY
 DL3697'17 FOR 4.3 MI (6.9 KM) TO THE JUNCTION OF A DRIVEWAY AT 4200 U.S.
 DL3697'HIGHWAY 17 ON THE RIGHT AND THE MARK ON THE RIGHT.  THE MARK CAN ALSO
 DL3697'BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 17, STATE BUSINESS
 DL3697'ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE IN BARTOW, GO SOUTH ON
 DL3697'U.S. HIGHWAY 17 FOR 5.3 MI (8.5 KM) TO THE INTERSECTION OF COUNTY ROAD
 DL3697'640, CONTINUE SOUTH ON U.S. HIGHWAY 17 FOR 0.65 MI (1.0 KM) TO THE
 DL3697'JUNCTION OF A DRIVEWAY AT 4200 U.S. HIGHWAY 17 ON THE LEFT AND THE
 DL3697'MARK ON THE LEFT, AN ALUMINUM GULFSTREAM GAS DISC AND METAL ROD DRIVEN
 DL3697'TO AN UNKNOWN DEPTH AND RECESSED 0.3 FT (0.1 M) BELOW THE LEVEL OF THE
 DL3697'GROUND, ENCASED IN A 5-INCH (13 CM) PVC PIPE AND LEVEL WITH U.S.
 DL3697'HIGHWAY 17 SOUTHBOUND LANES.
 DL3697'
 DL3697'LOCATED 154.0 FT (46.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF A
 DL3697'DRIVEWAY AT 4200 U.S. HIGHWAY 17, 118.9 FT (36.2 M) EAST OF THE
 DL3697'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 17 NORTHBOUND LANES, 2.5 FT
 DL3697'(0.8 M) WEST OF A BARB WIRE FENCE LINE AND 2.0 FT (0.6 M) WEST OF A
 DL3697'CARSONITE WITNESS POST.
 DL3697'
 DL3697'NOTE--UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0554 ***********************************************************************
 AC0554  DESIGNATION -  11.10
 AC0554  PID         -  AC0554
 AC0554  STATE/COUNTY-  FL/COLLIER
 AC0554  COUNTRY     -  US
 AC0554  USGS QUAD   -  MONROE STATION (2018)
 AC0554
 AC0554                         *CURRENT SURVEY CONTROL
 AC0554  ______________________________________________________________________
 AC0554* NAD 83(2011) POSITION- 25 51 12.75399(N) 081 00 04.23229(W)   ADJUSTED
 AC0554* NAD 83(2011) ELLIP HT-   -21.336 (meters)        (06/27/12)   ADJUSTED
 AC0554* NAD 83(2011) EPOCH   -  2010.00
 AC0554* NAVD 88 ORTHO HEIGHT -     2.942 (meters)        9.65  (feet) ADJUSTED
 AC0554  ______________________________________________________________________
 AC0554  GEOID HEIGHT    -        -24.269 (meters)                     GEOID18
 AC0554  NAD 83(2011) X  -    898,348.914 (meters)                     COMP
 AC0554  NAD 83(2011) Y  - -5,672,705.149 (meters)                     COMP
 AC0554  NAD 83(2011) Z  -  2,764,460.151 (meters)                     COMP
 AC0554  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 AC0554  DYNAMIC HEIGHT  -          2.937 (meters)        9.64  (feet) COMP
 AC0554  MODELED GRAVITY -    979,016.7   (mgal)                       NAVD 88
 AC0554
 AC0554  VERT ORDER      -  FIRST     CLASS I
 AC0554
 AC0554  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC0554  Standards:
 AC0554         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC0554            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC0554  -------------------------------------------------------------------
 AC0554  NETWORK    5.72   9.23           2.33   2.34   4.71     -0.14982290
 AC0554  -------------------------------------------------------------------
 AC0554  Click here for local accuracies and other accuracy information.
 AC0554
 AC0554.The horizontal coordinates were established by GPS observations
 AC0554.and adjusted by the National Geodetic Survey in June 2012.
 AC0554
 AC0554.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC0554.been affixed to the stable North American tectonic plate. See 
 AC0554.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC0554
 AC0554.The horizontal coordinates are valid at the epoch date displayed above
 AC0554.which is a decimal equivalence of Year/Month/Day.
 AC0554
 AC0554.The orthometric height was determined by differential leveling and
 AC0554.adjusted by the NATIONAL GEODETIC SURVEY
 AC0554.in September 1992.
 AC0554
 AC0554.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0554.GEOID18 height accuracy estimate available here.
 AC0554
 AC0554.Click photographs - Photos may exist for this station.
 AC0554
 AC0554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC0554
 AC0554.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC0554
 AC0554.The ellipsoidal height was determined by GPS observations
 AC0554.and is referenced to NAD 83.
 AC0554
 AC0554.The dynamic height is computed by dividing the NAVD 88
 AC0554.geopotential number by the normal gravity value computed on the
 AC0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0554.degrees latitude (g = 980.6199 gals.).
 AC0554
 AC0554.The modeled gravity was interpolated from observed gravity values.
 AC0554
 AC0554. The following values were computed from the NAD 83(2011) position.
 AC0554
 AC0554;                    North         East     Units Scale Factor Converg.
 AC0554;SPC FL E     -   168,390.264   199,882.159   MT  0.99994118   -0 00 01.8
 AC0554;SPC FL E     -   552,460.39    655,780.05   sFT  0.99994118   -0 00 01.8
 AC0554;UTM  17      - 2,859,464.792   499,882.200   MT  0.99960000   -0 00 01.8
 AC0554
 AC0554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC0554!SPC FL E     -   1.00000335  x   0.99994118  =   0.99994453
 AC0554!UTM  17      -   1.00000335  x   0.99960000  =   0.99960335
 AC0554
 AC0554:                Primary Azimuth Mark                     Grid Az
 AC0554:SPC FL E     -  W 527                                    094 47 46.5
 AC0554:UTM  17      -  W 527                                    094 47 46.5
 AC0554
 AC0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ9988259464(NAD 83)
 AC0554
 AC0554|---------------------------------------------------------------------|
 AC0554| PID    Reference Object                     Distance      Geod. Az  |
 AC0554|                                                           dddmmss.s |
 AC0554| AJ7750 W 527                               458.989 METERS 0944744.7 |
 AC0554|---------------------------------------------------------------------|
 AC0554
 AC0554                          SUPERSEDED SURVEY CONTROL
 AC0554
 AC0554  NAD 83(2007)-  25 51 12.75408(N)    081 00 04.23304(W) AD(2002.00) 0
 AC0554  ELLIP H (02/10/07)  -21.301  (m)                       GP(2002.00)    
 AC0554  NAD 83(1999)-  25 51 12.75354(N)    081 00 04.23367(W) AD(       ) 1
 AC0554  ELLIP H (12/12/02)  -21.296  (m)                       GP(       ) 4 1
 AC0554  NAVD 88               2.94   (m)            9.6    (f) LEVELING    3  
 AC0554  NAVD 88 (06/15/91)    2.942  (m)            9.65   (f) SUPERSEDED  1 1
 AC0554  NGVD 29 (??/??/92)    3.385  (m)           11.11   (f) SUPERSEDED  1 1
 AC0554  NGVD 29 (09/01/92)    3.385  (m)           11.11   (f) ADJUSTED    1 1
 AC0554
 AC0554.Superseded values are not recommended for survey control.
 AC0554
 AC0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0554.See file dsdata.pdf to determine how the superseded data were derived.
 AC0554
 AC0554_MARKER: DD = SURVEY DISK
 AC0554_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC0554_SP_SET: BRIDGE WINGWALL
 AC0554_STAMPING: 11.10
 AC0554_MARK LOGO: FLDT
 AC0554_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0554+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2014
 AC0554
 AC0554  HISTORY     - Date     Condition        Report By
 AC0554  HISTORY     - UNK      MONUMENTED       FLDT
 AC0554  HISTORY     - 1965     GOOD             CGS
 AC0554  HISTORY     - 19920225 GOOD             NGS
 AC0554  HISTORY     - 19991231 GOOD             USPSQD
 AC0554  HISTORY     - 20010919 GOOD             LDBLS
 AC0554  HISTORY     - 2002     GOOD             MAPTEC
 AC0554  HISTORY     - 20140904 GOOD             FL-021
 AC0554
 AC0554                          STATION DESCRIPTION
 AC0554
 AC0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC0554'6.2 MI E FROM MONROE STATION.
 AC0554'ABOUT 6.2 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0554'OF STATE HIGHWAY 94 AT MONROE STATION, SET IN THE TOP OF THE
 AC0554'SOUTHWEST WING WALL AT WEST END OF HIGHWAY BRIDGE NO. 102,
 AC0554'18.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 AC0554'0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0554
 AC0554                          STATION RECOVERY (1992)
 AC0554
 AC0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0554'74.0 KM (46.00 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC0554'OFFICE IN WEST MIAMI, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH
 AC0554'END OF THE SOUTHWEST CONCRETE RETAINING WALL OF BRIDGE NUMBER 030102,
 AC0554'5.5 M (18.0 FT) SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 M
 AC0554'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0554
 AC0554                          STATION RECOVERY (1999)
 AC0554
 AC0554'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0554'RECOVERED IN GOOD CONDITION.
 AC0554
 AC0554                          STATION RECOVERY (2001)
 AC0554
 AC0554'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC0554'THE MARK IS ABOUT 87.6 KM (54.44 MI) SOUTHEAST OF NAPLES, ABOUT 74.0
 AC0554'KM (46.00 MI) NORTHWEST OF WEST MIAMI, IN COLLIER COUNTY, FLORIDA.
 AC0554'OWNERSHIP--FLORIDA DEPARTMENT OF TRANSPORTATION.
 AC0554'
 AC0554'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC0554'TRAIL) AND STATE ROAD 29 IN CARNESTOWN, GO SOUTHEAST ON U.S. HIGHWAY
 AC0554'41 43.7 KM (21.17 MI) TO THE OASIS VISITOR CENTER, CONTINUE SOUTHEAST
 AC0554'ON U.S. HIGHWAY 41 3.3 KM (2.03 MI) TO THE WEST END OF HIGHWAY BRIDGE
 AC0554'NUMBER 030102 AND THE MARK ON THE RIGHT, ALSO FROM THE COLLIER-DADE
 AC0554'COUNTY LINE GO NORTHWEST ON U.S. HIGHWAY 41 14.7 KM (9.12 MI) TO THE
 AC0554'MARK ON THE LEFT.
 AC0554'
 AC0554'THE MARK IS 5.49 M (18.0 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC0554'HIGHWAY 41, 0.27 M (0.9 FT) SOUTHWEST OF AN EXPANSION JOINT (BETWEEN
 AC0554'BRIDGE AND WINGWALL), 0.27 M (0.9 FT) NORTHEAST OF THE SOUTH END OF A
 AC0554'WINGWALL, 0.21 M (0.7 FT) EAST OF THE WEST EDGE OF A WINGWALL, AND
 AC0554'0.24 M (0.8 FT) WEST OF THE EAST EDGE OF A WINGWALL, THE MARK IS A
 AC0554'DISK SET FLUSH IN THE TOP OF A CONCRETE WINGWALL, ABOUT 0.15 M
 AC0554'(0.5 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0554
 AC0554                          STATION RECOVERY (2002)
 AC0554
 AC0554'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0554'RECOVERED IN GOOD CONDITION.
 AC0554
 AC0554                          STATION RECOVERY (2014)
 AC0554
 AC0554'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AC0554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK3007 ***********************************************************************
 AK3007  DESIGNATION -  11.145
 AK3007  PID         -  AK3007
 AK3007  STATE/COUNTY-  FL/BREVARD
 AK3007  COUNTRY     -  US
 AK3007  USGS QUAD   -  TROPIC (2018)
 AK3007
 AK3007                         *CURRENT SURVEY CONTROL
 AK3007  ______________________________________________________________________
 AK3007* NAD 83(1986) POSITION- 28 07 55.     (N) 080 37 12.     (W)   SCALED
 AK3007* NAVD 88 ORTHO HEIGHT -     2.960 (meters)        9.71  (feet) ADJUSTED
 AK3007  ______________________________________________________________________
 AK3007  GEOID HEIGHT    -        -28.242 (meters)                     GEOID18
 AK3007  DYNAMIC HEIGHT  -          2.955 (meters)        9.69  (feet) COMP
 AK3007  MODELED GRAVITY -    979,179.9   (mgal)                       NAVD 88
 AK3007
 AK3007  VERT ORDER      -  FIRST     CLASS I
 AK3007
 AK3007.The horizontal coordinates were scaled from a map and have
 AK3007.an estimated accuracy of +/- 6 seconds.
 AK3007
 AK3007.The orthometric height was determined by differential leveling and
 AK3007.adjusted by the NATIONAL GEODETIC SURVEY
 AK3007.in June 1991.
 AK3007
 AK3007.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK3007.GEOID18 height accuracy estimate available here.
 AK3007
 AK3007.Click photographs - Photos may exist for this station.
 AK3007
 AK3007.The dynamic height is computed by dividing the NAVD 88
 AK3007.geopotential number by the normal gravity value computed on the
 AK3007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK3007.degrees latitude (g = 980.6199 gals.).
 AK3007
 AK3007.The modeled gravity was interpolated from observed gravity values.
 AK3007
 AK3007;                    North         East    Units  Estimated Accuracy
 AK3007;SPC FL E     -   420,890.      237,330.      MT  (+/- 180 meters Scaled)
 AK3007
 AK3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM373118(NAD 83)
 AK3007
 AK3007                          SUPERSEDED SURVEY CONTROL
 AK3007
 AK3007  NGVD 29 (??/??/92)    3.392  (m)           11.13   (f) ADJ UNCH    1 1
 AK3007
 AK3007.Superseded values are not recommended for survey control.
 AK3007
 AK3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK3007.See file dsdata.pdf to determine how the superseded data were derived.
 AK3007
 AK3007_MARKER: DD = SURVEY DISK
 AK3007_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AK3007_SP_SET: BRIDGE ABUTMENT
 AK3007_STAMPING: 11.145
 AK3007_MARK LOGO: FLSRD
 AK3007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK3007
 AK3007  HISTORY     - Date     Condition        Report By
 AK3007  HISTORY     - 1965     MONUMENTED       FLSRD
 AK3007  HISTORY     - 1965     GOOD             CGS
 AK3007  HISTORY     - 1971     GOOD             NGS
 AK3007  HISTORY     - 1987     GOOD             USPSQD
 AK3007  HISTORY     - 19910425 MARK NOT FOUND   USPSQD
 AK3007  HISTORY     - 19970409 MARK NOT FOUND   USPSQD
 AK3007  HISTORY     - 20021120 MARK NOT FOUND   USPSQD
 AK3007  HISTORY     - 20031119 MARK NOT FOUND   USPSQD
 AK3007  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 AK3007  HISTORY     - 20191120 MARK NOT FOUND   GEOCAC
 AK3007
 AK3007                          STATION DESCRIPTION
 AK3007
 AK3007'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AK3007'ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION
 AK3007'OF U.S. HIGHWAY 1 AT EAU GALLIE, SET IN THE TOP OF THE SOUTH
 AK3007'END OF THE WEST ABUTMENT OF THE WEST ONE OF TWO BRIDGES OVER
 AK3007'THE INDIAN RIVER, 16.5 FEET SOUTH OF THE CENTER LINE OF THE
 AK3007'HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  IN
 AK3007'SECTION 15, R37E, T27S.
 AK3007
 AK3007                          STATION RECOVERY (1971)
 AK3007
 AK3007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK3007'RECOVERED IN GOOD CONDITION.
 AK3007
 AK3007                          STATION RECOVERY (1987)
 AK3007
 AK3007'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK3007'RECOVERED IN GOOD CONDITION.
 AK3007
 AK3007                          STATION RECOVERY (1991)
 AK3007
 AK3007'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK)
 AK3007'MARK NOT FOUND.
 AK3007
 AK3007                          STATION RECOVERY (1997)
 AK3007
 AK3007'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK3007'MARK NOT FOUND.
 AK3007
 AK3007                          STATION RECOVERY (2002)
 AK3007
 AK3007'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF)
 AK3007'THE SECTION OF ABUTMENT DESCRIBED HAS BEEN CHANGE BY ADDING A NEW
 AK3007'RAILING AND A ONCRETE SAFETY BARRIER.  APPEARS MARKER WAS DESTROYED
 AK3007'DURING RECONSTRUCTION.
 AK3007
 AK3007                          STATION RECOVERY (2003)
 AK3007
 AK3007'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK3007'MARK NOT FOUND.
 AK3007
 AK3007                          STATION RECOVERY (2003)
 AK3007
 AK3007'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK3007'MARK NOT FOUND.
 AK3007
 AK3007                          STATION RECOVERY (2019)
 AK3007
 AK3007'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK3007'THE BRIDGE AND ITS ABUTMENTS HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0542 ***********************************************************************
 AC0542  DESIGNATION -  11.17
 AC0542  PID         -  AC0542
 AC0542  STATE/COUNTY-  FL/COLLIER
 AC0542  COUNTRY     -  US
 AC0542  USGS QUAD   -  FIFTYMILE BEND (2018)
 AC0542
 AC0542                         *CURRENT SURVEY CONTROL
 AC0542  ______________________________________________________________________
 AC0542* NAD 83(1986) POSITION- 25 49 30.27   (N) 080 53 45.87   (W)   HD_HELD1
 AC0542* NAVD 88 ORTHO HEIGHT -     2.970 (meters)        9.74  (feet) ADJUSTED
 AC0542  ______________________________________________________________________
 AC0542  GEOID HEIGHT    -        -24.243 (meters)                     GEOID18
 AC0542  DYNAMIC HEIGHT  -          2.965 (meters)        9.73  (feet) COMP
 AC0542  MODELED GRAVITY -    979,023.8   (mgal)                       NAVD 88
 AC0542
 AC0542  VERT ORDER      -  FIRST     CLASS II
 AC0542
 AC0542.The horizontal coordinates were determined by differentially corrected
 AC0542.hand held GPS observations or other comparable positioning techniques
 AC0542.and have an estimated accuracy of +/- 3 meters.
 AC0542
 AC0542.The orthometric height was determined by differential leveling and
 AC0542.adjusted by the NATIONAL GEODETIC SURVEY
 AC0542.in March 2002.
 AC0542
 AC0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0542.GEOID18 height accuracy estimate available here.
 AC0542
 AC0542.Click photographs - Photos may exist for this station.
 AC0542
 AC0542.The dynamic height is computed by dividing the NAVD 88
 AC0542.geopotential number by the normal gravity value computed on the
 AC0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0542.degrees latitude (g = 980.6199 gals.).
 AC0542
 AC0542.The modeled gravity was interpolated from observed gravity values.
 AC0542
 AC0542;                    North         East    Units  Estimated Accuracy
 AC0542;SPC FL E     -   165,240.7     210,419.5     MT  (+/- 3 meters HH1 GPS) 
 AC0542
 AC0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ1041556316(NAD 83)
 AC0542
 AC0542                          SUPERSEDED SURVEY CONTROL
 AC0542
 AC0542  NAVD 88 (09/04/92)    2.973  (m)            9.75   (f) SUPERSEDED  1 1
 AC0542  NAVD 88 (06/15/91)    2.973  (m)            9.75   (f) SUPERSEDED  1 1
 AC0542  NGVD 29 (??/??/92)    3.421  (m)           11.22   (f) SUPERSEDED  1 1
 AC0542  NGVD 29 (09/01/92)    3.421  (m)           11.22   (f) ADJUSTED    1 1
 AC0542
 AC0542.Superseded values are not recommended for survey control.
 AC0542
 AC0542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0542.See file dsdata.pdf to determine how the superseded data were derived.
 AC0542
 AC0542_MARKER: DB = BENCH MARK DISK
 AC0542_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC0542_SP_SET: BRIDGE WINGWALL
 AC0542_STAMPING: 11.17
 AC0542_MARK LOGO: FLSRD
 AC0542_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0542+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2015
 AC0542
 AC0542  HISTORY     - Date     Condition        Report By
 AC0542  HISTORY     - UNK      MONUMENTED       FLDT
 AC0542  HISTORY     - 1965     GOOD             CGS
 AC0542  HISTORY     - 19920225 GOOD             NGS
 AC0542  HISTORY     - 19991231 GOOD             USPSQD
 AC0542  HISTORY     - 20010919 GOOD             LDBLS
 AC0542  HISTORY     - 2002     GOOD             MAPTEC
 AC0542  HISTORY     - 20110926 GOOD             GEOCAC
 AC0542  HISTORY     - 20130626 GOOD             FL-021
 AC0542  HISTORY     - 20150329 GOOD             GEOCAC
 AC0542
 AC0542                          STATION DESCRIPTION
 AC0542
 AC0542'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC0542'13.2 MI E FROM MONROE STATION.  ABOUT 13.25 MILES EAST ALONG U.S.
 AC0542'HIGHWAY 41 FROM THE JUNCTION OF STATE HIGHWAY 94 AT MONROE STATION,
 AC0542'ABOUT 2.0 MILES NORTHWEST OF THE DADE-COLLIER COUNTY LINE, 18.5 FEET
 AC0542'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, ON TOP OF THE SOUTHWEST
 AC0542'CONCRETE WING WALL OF HIGHWAY BRIDGE 115, WHICH IS THE FIRST BRIDGE
 AC0542'SOUTHEAST OF POOLES INDIAN VILLAGE, AND ABOUT 1 FOOT ABOVE THE LEVEL
 AC0542'OF THE HIGHWAY.
 AC0542
 AC0542                          STATION RECOVERY (1992)
 AC0542
 AC0542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0542'62.5 KM (38.85 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC0542'OFFICE IN WEST MIAMI, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF THE
 AC0542'SOUTHWEST END OF THE NORTHWEST CONCRETE RETAINING WALL OF A BRIDGE
 AC0542'SPANNING A CANAL, 5.7 M (18.7 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AC0542'HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0542
 AC0542                          STATION RECOVERY (1999)
 AC0542
 AC0542'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0542'RECOVERED IN GOOD CONDITION.
 AC0542
 AC0542                          STATION RECOVERY (2001)
 AC0542
 AC0542'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC0542'THE MARK IS ABOUT 99.1 KM (61.56 MI) SOUTHEAST OF NAPLES, ABOUT 62.6
 AC0542'KM (38.88 MI) NORTHWEST OF WEST MIAMI, COLLIER COUNTY, FLORIDA.
 AC0542'OWNERSHIP--FLORIDA DEPARTMENT OF TRANSPORTATION
 AC0542'
 AC0542'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC0542'TRAIL) AND STATE ROAD 29, IN CARNESTOWN, GO SOUTHEAST ON U.S. 41 34.1
 AC0542'KM (21.17 MI) TO THE OASIS VISITOR CENTER, CONTINUE SOUTHEAST ON U.S.
 AC0542'HIGHWAY 41 14.7 KM (9.15 MI) TO THE NORTHWEST END OF HIGHWAY BRIDGE
 AC0542'NUMBER 030115 AND THE MARK ON THE RIGHT, ALSO FROM THE COLLIER-DADE
 AC0542'COUNTY LINE GO NORTHWEST ON U.S. HIGHWAY 41 3.2 KM (2.00 MI) TO THE
 AC0542'MARK ON THE LEFT.
 AC0542'
 AC0542'THE MARK IS 5.67 M (18.6 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC0542'HIGHWAY 41, 0.37 M (1.2 FT) SOUTHWEST OF A EXPANSION JOINT (BETWEEN
 AC0542'BRIDGE AND WINGWALL), 0.30 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END
 AC0542'OF THE WINGWALL. THE MARK IS A DISK SET FLUSH IN THE TOP OF A CONCRETE
 AC0542'WINGWALL ATOP THE SOUTHWEST END OF THE WEST BRIDGE ABUTMENT, ABOUT
 AC0542'0.15 M (0.5 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0542
 AC0542                          STATION RECOVERY (2002)
 AC0542
 AC0542'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0542'THE MARK IS ABOUT 99.1 KM (61.56 MI) SOUTHEAST OF NAPLES, ABOUT 62.6
 AC0542'KM (38.88 MI) NORTHWEST OF WEST MIAMI, COLLIER COUNTY, FLORIDA.
 AC0542'OWNERSHIP--FLORIDA DEPARTMENT OF TRANSPORTATION
 AC0542'
 AC0542'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC0542'TRAIL) AND STATE ROAD 29, IN CARNESTOWN, GO SOUTHEAST ON U.S. 41 34.1
 AC0542'KM (21.17 MI) TO THE OASIS VISITOR CENTER, CONTINUE SOUTHEAST ON U.S.
 AC0542'HIGHWAY 41 14.7 KM (9.15 MI) TO THE NORTHWEST END OF HIGHWAY BRIDGE
 AC0542'NUMBER 030115 AND THE MARK ON THE RIGHT, ALSO FROM THE COLLIER-DADE
 AC0542'COUNTY LINE GO NORTHWEST ON U.S. HIGHWAY 41 3.2 KM (2.00 MI) TO THE
 AC0542'MARK ON THE LEFT.
 AC0542'
 AC0542'THE MARK IS 5.67 M (18.6 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC0542'HIGHWAY 41, 0.37 M (1.2 FT) SOUTHWEST OF A EXPANSION JOINT (BETWEEN
 AC0542'BRIDGE AND WINGWALL), 0.30 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END
 AC0542'OF THE WINGWALL. THE MARK IS A DISK SET FLUSH IN THE TOP OF A CONCRETE
 AC0542'WINGWALL ATOP THE SOUTHWEST END OF THE WEST BRIDGE ABUTMENT, ABOUT
 AC0542'0.15 M (0.5 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0542'
 AC0542'STATION RECOVERY (2002)
 AC0542'
 AC0542'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP) RECOVERED AS
 AC0542'DESCRIBED.
 AC0542
 AC0542                          STATION RECOVERY (2011)
 AC0542
 AC0542'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AC0542'RECOVERED IN GOOD CONDITION.
 AC0542
 AC0542                          STATION RECOVERY (2013)
 AC0542
 AC0542'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0542'RECOVERED IN GOOD CONDITION.
 AC0542
 AC0542                          STATION RECOVERY (2015)
 AC0542
 AC0542'RECOVERY NOTE BY GEOCACHING 2015 (KEN)
 AC0542'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1149 ***********************************************************************
 AQ1149  DESIGNATION -  11.476
 AQ1149  PID         -  AQ1149
 AQ1149  STATE/COUNTY-  FL/VOLUSIA
 AQ1149  COUNTRY     -  US
 AQ1149  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1149
 AQ1149                         *CURRENT SURVEY CONTROL
 AQ1149  ______________________________________________________________________
 AQ1149* NAD 83(1986) POSITION- 29 12 56.     (N) 081 01 06.     (W)   SCALED
 AQ1149* NAVD 88 ORTHO HEIGHT -     2.575 (meters)        8.45  (feet) ADJUSTED
 AQ1149  ______________________________________________________________________
 AQ1149  GEOID HEIGHT    -        -28.390 (meters)                     GEOID18
 AQ1149  DYNAMIC HEIGHT  -          2.571 (meters)        8.44  (feet) COMP
 AQ1149  MODELED GRAVITY -    979,278.3   (mgal)                       NAVD 88
 AQ1149
 AQ1149  VERT ORDER      -  FIRST     CLASS I
 AQ1149
 AQ1149.The horizontal coordinates were scaled from a map and have
 AQ1149.an estimated accuracy of +/- 6 seconds.
 AQ1149
 AQ1149.The orthometric height was determined by differential leveling and
 AQ1149.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1149.in September 1996.
 AQ1149
 AQ1149.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1149.GEOID18 height accuracy estimate available here.
 AQ1149
 AQ1149.Click photographs - Photos may exist for this station.
 AQ1149
 AQ1149.The dynamic height is computed by dividing the NAVD 88
 AQ1149.geopotential number by the normal gravity value computed on the
 AQ1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1149.degrees latitude (g = 980.6199 gals.).
 AQ1149
 AQ1149.The modeled gravity was interpolated from observed gravity values.
 AQ1149
 AQ1149;                    North         East    Units  Estimated Accuracy
 AQ1149;SPC FL E     -   540,920.      198,220.      MT  (+/- 180 meters Scaled)
 AQ1149
 AQ1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN982318(NAD 83)
 AQ1149
 AQ1149                          SUPERSEDED SURVEY CONTROL
 AQ1149
 AQ1149  NAVD 88 (06/15/91)    2.571  (m)            8.44   (f) SUPERSEDED  1 1
 AQ1149  NGVD 29 (??/??/92)    2.932  (m)            9.62   (f) SUPERSEDED  1 1
 AQ1149  NGVD 29 (09/01/92)    2.932  (m)            9.62   (f) ADJUSTED    1 1
 AQ1149
 AQ1149.Superseded values are not recommended for survey control.
 AQ1149
 AQ1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1149.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1149
 AQ1149_MARKER: DD = SURVEY DISK
 AQ1149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1149_SP_SET: BASE FOR BANNISTER
 AQ1149_STAMPING: 11.476
 AQ1149_MARK LOGO: FLHD
 AQ1149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1149
 AQ1149  HISTORY     - Date     Condition        Report By
 AQ1149  HISTORY     - UNK      MONUMENTED       FLHD
 AQ1149  HISTORY     - 1965     GOOD             CGS
 AQ1149  HISTORY     - 1976     GOOD             NGS
 AQ1149  HISTORY     - 1987     GOOD             FLDNR
 AQ1149  HISTORY     - 1990     GOOD             USPSQD
 AQ1149  HISTORY     - 20090303 MARK NOT FOUND   FLDEP
 AQ1149
 AQ1149                          STATION DESCRIPTION
 AQ1149
 AQ1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AQ1149'AT DAYTONA BEACH.
 AQ1149'AT DAYTONA BEACH, NEAR THE WEST END OF THE LARGE U.S. HIGHWAY 92
 AQ1149'BRIDGE OVER THE HALIFAX RIVER, 36 FEET EAST OF THE WEST END OF
 AQ1149'THE SOUTH CONCRETE WALKWAY OF THE BRIDGE, 24 FEET SOUTH OF THE
 AQ1149'CENTER LINE OF THE HIGHWAY, 0.3 FOOT NORTH OF THE NORTH SIDE OF
 AQ1149'THE SOUTH CONCRETE GUARDRAIL OF BRIDGE AND 1/2 FOOT ABOVE THE
 AQ1149'BRIDGE FLOOR.
 AQ1149
 AQ1149                          STATION RECOVERY (1976)
 AQ1149
 AQ1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AQ1149'RECOVERED IN GOOD CONDITION.
 AQ1149
 AQ1149                          STATION RECOVERY (1987)
 AQ1149
 AQ1149'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AQ1149'RECOVERED IN GOOD CONDITION.
 AQ1149
 AQ1149                          STATION RECOVERY (1990)
 AQ1149
 AQ1149'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1149'RECOVERED IN GOOD CONDITION.
 AQ1149
 AQ1149                          STATION RECOVERY (2009)
 AQ1149
 AQ1149'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AQ1149'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3175 ***********************************************************************
 AC3175  DESIGNATION -  11.49 A FLHD
 AC3175  PID         -  AC3175
 AC3175  STATE/COUNTY-  FL/COLLIER
 AC3175  COUNTRY     -  US
 AC3175  USGS QUAD   -  EVERGLADES CITY (2018)
 AC3175
 AC3175                         *CURRENT SURVEY CONTROL
 AC3175  ______________________________________________________________________
 AC3175* NAD 83(1986) POSITION- 25 50 21.1    (N) 081 22 52.6    (W)   HD_HELD2
 AC3175* NAVD 88 ORTHO HEIGHT -     3.150 (meters)       10.33  (feet) ADJUSTED
 AC3175  ______________________________________________________________________
 AC3175  GEOID HEIGHT    -        -23.566 (meters)                     GEOID18
 AC3175  DYNAMIC HEIGHT  -          3.145 (meters)       10.32  (feet) COMP
 AC3175  MODELED GRAVITY -    979,019.4   (mgal)                       NAVD 88
 AC3175
 AC3175  VERT ORDER      -  FIRST     CLASS II
 AC3175
 AC3175.The horizontal coordinates were established by autonomous hand held GPS
 AC3175.observations and have an estimated accuracy of +/- 10 meters.
 AC3175
 AC3175.The orthometric height was determined by differential leveling and
 AC3175.adjusted by the NATIONAL GEODETIC SURVEY
 AC3175.in January 2013.
 AC3175
 AC3175.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3175.GEOID18 height accuracy estimate available here.
 AC3175
 AC3175.Click photographs - Photos may exist for this station.
 AC3175
 AC3175.The dynamic height is computed by dividing the NAVD 88
 AC3175.geopotential number by the normal gravity value computed on the
 AC3175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3175.degrees latitude (g = 980.6199 gals.).
 AC3175
 AC3175.The modeled gravity was interpolated from observed gravity values.
 AC3175
 AC3175;                    North         East    Units  Estimated Accuracy
 AC3175;SPC FL E     -   166,856.      161,778.      MT  (+/- 10 meters HH2 GPS)
 AC3175
 AC3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6179057931(NAD 83)
 AC3175
 AC3175                          SUPERSEDED SURVEY CONTROL
 AC3175
 AC3175  NAVD 88 (06/15/91)    3.144  (m)           10.31   (f) SUPERSEDED  2 1
 AC3175  NGVD 29 (??/??/92)    3.560  (m)           11.68   (f) ADJ UNCH    2 1
 AC3175
 AC3175.Superseded values are not recommended for survey control.
 AC3175
 AC3175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3175.See file dsdata.pdf to determine how the superseded data were derived.
 AC3175
 AC3175_MARKER: DD = SURVEY DISK
 AC3175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3175_SP_SET: BRIDGE ABUTMENT
 AC3175_STAMPING: 11.49 A
 AC3175_MARK LOGO: FLSRD
 AC3175_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3175+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2015
 AC3175
 AC3175  HISTORY     - Date     Condition        Report By
 AC3175  HISTORY     - UNK      MONUMENTED       FLHD
 AC3175  HISTORY     - 1978     GOOD             FLDNR
 AC3175  HISTORY     - 1990     GOOD             USPSQD
 AC3175  HISTORY     - 20041123 GOOD             USPSQD
 AC3175  HISTORY     - 20080308 GOOD             INDIV
 AC3175  HISTORY     - 20080712 GOOD             FLDEP
 AC3175  HISTORY     - 20130313 POOR             FL-021
 AC3175  HISTORY     - 20150309 GOOD             GEOCAC
 AC3175
 AC3175                          STATION DESCRIPTION
 AC3175
 AC3175'DESCRIBED BY FL DEPT OF NAT RES 1978
 AC3175'EVERGLADES CITY.
 AC3175'BEGIN AT THE COURTHOUSE IN EVERGLADES CITY. PROCEED 1.4 MILES SOUTH
 AC3175'ALONG STATE ROAD 29 TO THE MARK,WHICH BEARS 18.5 FEET NORTHEAST OF THE
 AC3175'CENTERLINE OF STATE ROAD 29, 7.8 FEET NORTH OF THE EDGE OF A GUARD
 AC3175'RAIL, 0.4 FEET SOUTHWEST OF THE EASTERLY EDGE OF THE SOUTHEAST
 AC3175'ABUTMENT OF A SRD BRIDGE.
 AC3175
 AC3175                          STATION RECOVERY (1990)
 AC3175
 AC3175'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3175'RECOVERED IN GOOD CONDITION.
 AC3175
 AC3175                          STATION RECOVERY (2004)
 AC3175
 AC3175'RECOVERY NOTE BY US POWER SQUADRON 2004 (RBS)
 AC3175'RECOVERED IN GOOD CONDITION.
 AC3175
 AC3175                          STATION RECOVERY (2008)
 AC3175
 AC3175'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (HBH)
 AC3175'RECOVERED IN GOOD CONDITION.
 AC3175
 AC3175                          STATION RECOVERY (2008)
 AC3175
 AC3175'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AC3175'RECOVERED AS DESCRIBED.
 AC3175
 AC3175                          STATION RECOVERY (2013)
 AC3175
 AC3175'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3175'MARK RECOVERED IN POOR CONDITION.
 AC3175
 AC3175                          STATION RECOVERY (2015)
 AC3175
 AC3175'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC3175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3174 ***********************************************************************
 AC3174  DESIGNATION -  11.49 FLHD
 AC3174  PID         -  AC3174
 AC3174  STATE/COUNTY-  FL/COLLIER
 AC3174  COUNTRY     -  US
 AC3174  USGS QUAD   -  EVERGLADES CITY (2018)
 AC3174
 AC3174                         *CURRENT SURVEY CONTROL
 AC3174  ______________________________________________________________________
 AC3174* NAD 83(1986) POSITION- 25 50 22.1    (N) 081 22 54.6    (W)   HD_HELD2
 AC3174* NAVD 88 ORTHO HEIGHT -     3.152 (meters)       10.34  (feet) ADJUSTED
 AC3174  ______________________________________________________________________
 AC3174  GEOID HEIGHT    -        -23.566 (meters)                     GEOID18
 AC3174  DYNAMIC HEIGHT  -          3.147 (meters)       10.32  (feet) COMP
 AC3174  MODELED GRAVITY -    979,019.5   (mgal)                       NAVD 88
 AC3174
 AC3174  VERT ORDER      -  FIRST     CLASS II
 AC3174
 AC3174.The horizontal coordinates were established by autonomous hand held GPS
 AC3174.observations and have an estimated accuracy of +/- 10 meters.
 AC3174
 AC3174.The orthometric height was determined by differential leveling and
 AC3174.adjusted by the NATIONAL GEODETIC SURVEY
 AC3174.in January 2013.
 AC3174
 AC3174.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3174.GEOID18 height accuracy estimate available here.
 AC3174
 AC3174.Click photographs - Photos may exist for this station.
 AC3174
 AC3174.The dynamic height is computed by dividing the NAVD 88
 AC3174.geopotential number by the normal gravity value computed on the
 AC3174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3174.degrees latitude (g = 980.6199 gals.).
 AC3174
 AC3174.The modeled gravity was interpolated from observed gravity values.
 AC3174
 AC3174;                    North         East    Units  Estimated Accuracy
 AC3174;SPC FL E     -   166,887.      161,722.      MT  (+/- 10 meters HH2 GPS)
 AC3174
 AC3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6173557962(NAD 83)
 AC3174
 AC3174                          SUPERSEDED SURVEY CONTROL
 AC3174
 AC3174  NAVD 88 (06/15/91)    3.145  (m)           10.32   (f) SUPERSEDED  2 1
 AC3174  NGVD 29 (??/??/92)    3.561  (m)           11.68   (f) ADJ UNCH    2 1
 AC3174
 AC3174.Superseded values are not recommended for survey control.
 AC3174
 AC3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3174.See file dsdata.pdf to determine how the superseded data were derived.
 AC3174
 AC3174_MARKER: DD = SURVEY DISK
 AC3174_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3174_SP_SET: BRIDGE ABUTMENT
 AC3174_STAMPING: 11.49
 AC3174_MARK LOGO: FLSRD
 AC3174_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3174+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2015
 AC3174
 AC3174  HISTORY     - Date     Condition        Report By
 AC3174  HISTORY     - UNK      MONUMENTED       FLHD
 AC3174  HISTORY     - 1978     GOOD             FLDNR
 AC3174  HISTORY     - 1990     GOOD             USPSQD
 AC3174  HISTORY     - 20041123 GOOD             USPSQD
 AC3174  HISTORY     - 20080308 GOOD             INDIV
 AC3174  HISTORY     - 20080712 GOOD             FLDEP
 AC3174  HISTORY     - 20130313 GOOD             FL-021
 AC3174  HISTORY     - 20150309 GOOD             GEOCAC
 AC3174
 AC3174                          STATION DESCRIPTION
 AC3174
 AC3174'DESCRIBED BY FL DEPT OF NAT RES 1978
 AC3174'1.3 MI SOUTH FROM EVERGLADES CITY.
 AC3174'BEGIN AT THE COURTHOUSE IN EVERGLADES CITY. PROCEED ABOUT 1.3 MILES
 AC3174'SOUTH ALONG STATE ROAD 29 TO THE MARK,WHICH BEARS 18.3 FEET NORTHWETST
 AC3174'OF THE CENTERLINE OF STATE ROAD 29, 19.1 FEET SOUTHWEST OF THE SOUTH
 AC3174'END GUARD RAIL, 0.4 FEET NORTHEAST OF THE WESTERLY EDGE OF THE BRIDGE
 AC3174'ABUTMENT, SET IN THE NORTHWEST ABUTMENT OF A BRIDGE.
 AC3174
 AC3174                          STATION RECOVERY (1990)
 AC3174
 AC3174'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3174'RECOVERED IN GOOD CONDITION.
 AC3174
 AC3174                          STATION RECOVERY (2004)
 AC3174
 AC3174'RECOVERY NOTE BY US POWER SQUADRON 2004 (RBS)
 AC3174'RECOVERED IN GOOD CONDITION.
 AC3174
 AC3174                          STATION RECOVERY (2008)
 AC3174
 AC3174'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (HBH)
 AC3174'RECOVERED IN GOOD CONDITION.
 AC3174
 AC3174                          STATION RECOVERY (2008)
 AC3174
 AC3174'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AC3174'RECOVERED AS DESCRIBED.
 AC3174
 AC3174                          STATION RECOVERY (2013)
 AC3174
 AC3174'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3174'RECOVERED IN GOOD CONDITION.
 AC3174
 AC3174                          STATION RECOVERY (2015)
 AC3174
 AC3174'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC3174'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1298 ***********************************************************************
 AD1298  DESIGNATION -  11.50
 AD1298  PID         -  AD1298
 AD1298  STATE/COUNTY-  FL/COLLIER
 AD1298  COUNTRY     -  US
 AD1298  USGS QUAD   -  BONITA SPRINGS (2018)
 AD1298
 AD1298                         *CURRENT SURVEY CONTROL
 AD1298  ______________________________________________________________________
 AD1298* NAD 83(1986) POSITION- 26 19 49.     (N) 081 49 07.     (W)   SCALED
 AD1298* NAVD 88 ORTHO HEIGHT -     3.123 (meters)       10.25  (feet) ADJUSTED
 AD1298  ______________________________________________________________________
 AD1298  GEOID HEIGHT    -        -23.877 (meters)                     GEOID18
 AD1298  DYNAMIC HEIGHT  -          3.118 (meters)       10.23  (feet) COMP
 AD1298  MODELED GRAVITY -    979,052.2   (mgal)                       NAVD 88
 AD1298
 AD1298  VERT ORDER      -  FIRST     CLASS I
 AD1298
 AD1298.The horizontal coordinates were scaled from a map and have
 AD1298.an estimated accuracy of +/- 6 seconds.
 AD1298
 AD1298.The orthometric height was determined by differential leveling and
 AD1298.adjusted by the NATIONAL GEODETIC SURVEY
 AD1298.in June 1991.
 AD1298
 AD1298.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1298.GEOID18 height accuracy estimate available here.
 AD1298
 AD1298.Click photographs - Photos may exist for this station.
 AD1298
 AD1298.The dynamic height is computed by dividing the NAVD 88
 AD1298.geopotential number by the normal gravity value computed on the
 AD1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1298.degrees latitude (g = 980.6199 gals.).
 AD1298
 AD1298.The modeled gravity was interpolated from observed gravity values.
 AD1298
 AD1298;                    North         East    Units  Estimated Accuracy
 AD1298;SPC FL E     -   221,460.      118,280.      MT  (+/- 180 meters Scaled)
 AD1298
 AD1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK183125(NAD 83)
 AD1298
 AD1298                          SUPERSEDED SURVEY CONTROL
 AD1298
 AD1298  NGVD 29 (??/??/92)    3.490  (m)           11.45   (f) ADJ UNCH    1 1
 AD1298
 AD1298.Superseded values are not recommended for survey control.
 AD1298
 AD1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1298.See file dsdata.pdf to determine how the superseded data were derived.
 AD1298
 AD1298_MARKER: DB = BENCH MARK DISK
 AD1298_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD1298_SP_SET: CULVERT
 AD1298_STAMPING: 11.50
 AD1298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1298
 AD1298  HISTORY     - Date     Condition        Report By
 AD1298  HISTORY     - UNK      MONUMENTED       FLHD
 AD1298  HISTORY     - 1965     GOOD             CGS
 AD1298  HISTORY     - 1974     GOOD             NGS
 AD1298  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD1298  HISTORY     - 20121022 MARK NOT FOUND   FL-021
 AD1298
 AD1298                          STATION DESCRIPTION
 AD1298
 AD1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1298'3.2 MI W FROM BONITA SPRINGS.
 AD1298'ABOUT 0.7 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 AD1298'AT BONITA SPRINGS, THENCE 2.5 MILES WEST ALONG STATE HIGHWAY
 AD1298'S 865, IN SECTION 5, R 25 E, T 48 S, NEAR THE JUNCTION OF STATE
 AD1298'HIGHWAY S 865 A, SET IN THE TOP OF AND AT THE CENTER OF THE
 AD1298'SOUTH HEAD WALL OF A 3 FOOT PIPE CULVERT UNDER THE HIGHWAY,
 AD1298'18.5 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY S 865, 58.5
 AD1298'FEET WEST OF THE CENTER LINE OF STATE HIGHWAY S 865 A AND ABOUT
 AD1298'LEVEL WITH STATE HIGHWAY S 865.
 AD1298
 AD1298                          STATION RECOVERY (1974)
 AD1298
 AD1298'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1298'RECOVERED IN GOOD CONDITION.
 AD1298
 AD1298                          STATION RECOVERY (1990)
 AD1298
 AD1298'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1298'MARK NOT FOUND.
 AD1298
 AD1298                          STATION RECOVERY (2012)
 AD1298
 AD1298'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD1298'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0557 ***********************************************************************
 AC0557  DESIGNATION -  11.56
 AC0557  PID         -  AC0557
 AC0557  STATE/COUNTY-  FL/COLLIER
 AC0557  COUNTRY     -  US
 AC0557  USGS QUAD   -  MONROE STATION (2018)
 AC0557
 AC0557                         *CURRENT SURVEY CONTROL
 AC0557  ______________________________________________________________________
 AC0557* NAD 83(2011) POSITION- 25 51 14.94450(N) 081 00 25.93222(W)   ADJUSTED
 AC0557* NAD 83(2011) ELLIP HT-   -21.189 (meters)        (06/27/12)   ADJUSTED
 AC0557* NAD 83(2011) EPOCH   -  2010.00
 AC0557* NAVD 88 ORTHO HEIGHT -     3.090 (meters)       10.14  (feet) ADJUSTED
 AC0557  ______________________________________________________________________
 AC0557  GEOID HEIGHT    -        -24.268 (meters)                     GEOID18
 AC0557  NAD 83(2011) X  -    897,747.542 (meters)                     COMP
 AC0557  NAD 83(2011) Y  - -5,672,770.723 (meters)                     COMP
 AC0557  NAD 83(2011) Z  -  2,764,520.878 (meters)                     COMP
 AC0557  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 AC0557  DYNAMIC HEIGHT  -          3.085 (meters)       10.12  (feet) COMP
 AC0557  MODELED GRAVITY -    979,016.2   (mgal)                       NAVD 88
 AC0557
 AC0557  VERT ORDER      -  FIRST     CLASS I
 AC0557
 AC0557  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC0557  Standards:
 AC0557         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC0557            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC0557  -------------------------------------------------------------------
 AC0557  NETWORK    5.61   9.15           2.28   2.30   4.67     -0.14191385
 AC0557  -------------------------------------------------------------------
 AC0557  Click here for local accuracies and other accuracy information.
 AC0557
 AC0557.The horizontal coordinates were established by GPS observations
 AC0557.and adjusted by the National Geodetic Survey in June 2012.
 AC0557
 AC0557.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC0557.been affixed to the stable North American tectonic plate. See 
 AC0557.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC0557
 AC0557.The horizontal coordinates are valid at the epoch date displayed above
 AC0557.which is a decimal equivalence of Year/Month/Day.
 AC0557
 AC0557.The orthometric height was determined by differential leveling and
 AC0557.adjusted by the NATIONAL GEODETIC SURVEY
 AC0557.in September 1992.
 AC0557
 AC0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0557.GEOID18 height accuracy estimate available here.
 AC0557
 AC0557.Click photographs - Photos may exist for this station.
 AC0557
 AC0557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC0557
 AC0557.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC0557
 AC0557.The ellipsoidal height was determined by GPS observations
 AC0557.and is referenced to NAD 83.
 AC0557
 AC0557.The dynamic height is computed by dividing the NAVD 88
 AC0557.geopotential number by the normal gravity value computed on the
 AC0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0557.degrees latitude (g = 980.6199 gals.).
 AC0557
 AC0557.The modeled gravity was interpolated from observed gravity values.
 AC0557
 AC0557. The following values were computed from the NAD 83(2011) position.
 AC0557
 AC0557;                    North         East     Units Scale Factor Converg.
 AC0557;SPC FL E     -   168,457.690   199,277.967   MT  0.99994118   -0 00 11.3
 AC0557;SPC FL E     -   552,681.60    653,797.80   sFT  0.99994118   -0 00 11.3
 AC0557;UTM  17      - 2,859,532.194   499,278.213   MT  0.99960001   -0 00 11.3
 AC0557
 AC0557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC0557!SPC FL E     -   1.00000333  x   0.99994118  =   0.99994451
 AC0557!UTM  17      -   1.00000333  x   0.99960001  =   0.99960334
 AC0557
 AC0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ9927859532(NAD 83)
 AC0557
 AC0557                          SUPERSEDED SURVEY CONTROL
 AC0557
 AC0557  NAD 83(2007)-  25 51 14.94458(N)    081 00 25.93297(W) AD(2002.00) 0
 AC0557  ELLIP H (02/10/07)  -21.154  (m)                       GP(2002.00)    
 AC0557  NAD 83(1999)-  25 51 14.94405(N)    081 00 25.93362(W) AD(       ) 1
 AC0557  ELLIP H (12/12/02)  -21.149  (m)                       GP(       ) 4 1
 AC0557  NAVD 88               3.09   (m)           10.1    (f) LEVELING    3  
 AC0557  NAVD 88 (06/15/91)    3.090  (m)           10.14   (f) SUPERSEDED  1 1
 AC0557  NGVD 29 (??/??/92)    3.532  (m)           11.59   (f) SUPERSEDED  1 1
 AC0557  NGVD 29 (09/01/92)    3.532  (m)           11.59   (f) ADJUSTED    1 1
 AC0557
 AC0557.Superseded values are not recommended for survey control.
 AC0557
 AC0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0557.See file dsdata.pdf to determine how the superseded data were derived.
 AC0557
 AC0557_MARKER: DD = SURVEY DISK
 AC0557_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC0557_SP_SET: BRIDGE WINGWALL
 AC0557_STAMPING: 11.56
 AC0557_MARK LOGO: FLDT
 AC0557_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0557+SATELLITE: SATELLITE OBSERVATIONS - September 04, 2014
 AC0557
 AC0557  HISTORY     - Date     Condition        Report By
 AC0557  HISTORY     - UNK      MONUMENTED       FLDT
 AC0557  HISTORY     - 1965     GOOD             CGS
 AC0557  HISTORY     - 1990     GOOD             USPSQD
 AC0557  HISTORY     - 19920225 GOOD             NGS
 AC0557  HISTORY     - 19991231 GOOD             USPSQD
 AC0557  HISTORY     - 20010919 GOOD             LDBLS
 AC0557  HISTORY     - 2002     GOOD             MAPTEC
 AC0557  HISTORY     - 20110926 GOOD             GEOCAC
 AC0557  HISTORY     - 20140904 GOOD             FL-021
 AC0557
 AC0557                          STATION DESCRIPTION
 AC0557
 AC0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC0557'5.8 MI E FROM MONROE STATION.
 AC0557'ABOUT 5.8 MILES EAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0557'OF STATE HIGHWAY 94 AT MONROE STATION, SET IN THE TOP OF THE
 AC0557'SOUTHWEST CONCRETE WING WALL AT THE WEST END OF HIGHWAY BRIDGE
 AC0557'NO. 101A, 18.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND
 AC0557'ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0557
 AC0557                          STATION RECOVERY (1990)
 AC0557
 AC0557'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0557'RECOVERED IN GOOD CONDITION.
 AC0557
 AC0557                          STATION RECOVERY (1992)
 AC0557
 AC0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0557'74.4 KM (46.20 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC0557'OFFICE IN WEST MIAMI, IN TOP OF AND 0.3 M (1.0 FT) NORTH OF THE SOUTH
 AC0557'END OF THE SOUTHWEST CONCRETE RETAINING WALL OF BRIDGE NUMBER 030101A
 AC0557'SPANNING A CANAL, 5.5 M (18.0 FT) SOUTH OF THE CENTERLINE OF THE
 AC0557'HIGHWAY, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0557
 AC0557                          STATION RECOVERY (1999)
 AC0557
 AC0557'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0557'RECOVERED IN GOOD CONDITION.
 AC0557
 AC0557                          STATION RECOVERY (2001)
 AC0557
 AC0557'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC0557'THE MARK IS ABOUT 87.0 KM (54.06 MI) SOUTHEAST OF NAPLES. ABOUT 74.6
 AC0557'KM (46.38 MI) NORTHWEST ON FROM WEST MIAMI, IN SECTION 15, TOWNSHIP 53
 AC0557'SOUTH, RANGE 33 EAST, COLLIER COUNTY, FLORIDA. OWNERSHIP - FLORIDA
 AC0557'DEPARTMENT OF TRANSPORTATION.
 AC0557'
 AC0557'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC0557'TRAIL) AND STATE ROAD 29 IN CARNESTOWN, GO SOUTHEAST ON U.S. HIGHWAY
 AC0557'41 34.1 KM (21.17 MI) TO THE OASIS VISITOR CENTER, CONTINUE SOUTHEAST
 AC0557'ON U.S. HIGHWAY 41, 2.7 KM (1.65 MI) TO THE WEST END OF HIGHWAY BRIDGE
 AC0557'NUMBER 030101 AND THE MARK ON THE RIGHT, ALSO FROM THE COLLIER-DADE
 AC0557'COUNTY LINE GO NORTHWEST ON U.S.  HIGHWAY 41 15.3 KM (9.50 MI) TO THE
 AC0557'MARK ON THE LEFT.
 AC0557'
 AC0557'THE MARK IS 5.58 M (18.3 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC0557'HIGHWAY 41, 0.27 M (0.9 FT) SOUTHWEST OF AN EXPANSION JOINT (BETWEEN
 AC0557'BRIDGE AND WINGWALL), 0.27 M (0.9 FT) NORTHEAST OF THE SOUTH END OF A
 AC0557'WINGWALL, 0.24 M (0.8 FT) EAST OF THE WEST EDGE OF A WINGWALL, AND
 AC0557'0.24 M (0.8 FT) WEST OF THE EAST EDGE OF A WINGWALL. THE MARK IS A
 AC0557'DISK SET FLUSH IN THE TOP OF THE CONCRETE WINGWALL ABOUT 0.15 M
 AC0557'(0.5 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0557
 AC0557                          STATION RECOVERY (2002)
 AC0557
 AC0557'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0557'RECOVERED IN GOOD CONDITION.
 AC0557
 AC0557                          STATION RECOVERY (2011)
 AC0557
 AC0557'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AC0557'RECOVERED IN GOOD CONDITION.
 AC0557
 AC0557                          STATION RECOVERY (2014)
 AC0557
 AC0557'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AC0557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2072 ***********************************************************************
 AC2072  DESIGNATION -  11.56
 AC2072  PID         -  AC2072
 AC2072  STATE/COUNTY-  FL/MIAMI-DADE
 AC2072  COUNTRY     -  US
 AC2072  USGS QUAD   -  SOUTH MIAMI NW (2018)
 AC2072
 AC2072                         *CURRENT SURVEY CONTROL
 AC2072  ______________________________________________________________________
 AC2072* NAD 83(1990) POSITION- 25 37 37.25186(N) 080 23 11.68729(W)   NO CHECK
 AC2072* NAVD 88 ORTHO HEIGHT -     3.055 (meters)       10.02  (feet) ADJUSTED
 AC2072  ______________________________________________________________________
 AC2072  GEOID HEIGHT    -        -25.076 (meters)                     GEOID18
 AC2072  LAPLACE CORR    -         -3.20  (seconds)                    DEFLEC18
 AC2072  DYNAMIC HEIGHT  -          3.050 (meters)       10.01  (feet) COMP
 AC2072  MODELED GRAVITY -    979,005.7   (mgal)                       NAVD 88
 AC2072
 AC2072  HORZ ORDER      -  SECOND
 AC2072  VERT ORDER      -  FIRST     CLASS II
 AC2072
 AC2072.The horizontal coordinates were established by classical geodetic methods
 AC2072.and adjusted by the National Geodetic Survey in May 1991.
 AC2072
 AC2072.No horizontal observational check was made to the station.
 AC2072
 AC2072.The orthometric height was determined by differential leveling and
 AC2072.adjusted by the NATIONAL GEODETIC SURVEY
 AC2072.in June 1991.
 AC2072
 AC2072.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2072.GEOID18 height accuracy estimate available here.
 AC2072
 AC2072.Click photographs - Photos may exist for this station.
 AC2072
 AC2072.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC2072
 AC2072.The dynamic height is computed by dividing the NAVD 88
 AC2072.geopotential number by the normal gravity value computed on the
 AC2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2072.degrees latitude (g = 980.6199 gals.).
 AC2072
 AC2072.The modeled gravity was interpolated from observed gravity values.
 AC2072
 AC2072. The following values were computed from the NAD 83(1990) position.
 AC2072
 AC2072;                    North         East     Units Scale Factor Converg.
 AC2072;SPC FL E     -   143,438.648   261,603.983   MT  0.99998802   +0 15 55.1
 AC2072;SPC FL E     -   470,598.30    858,279.07   sFT  0.99998802   +0 15 55.1
 AC2072;UTM  17      - 2,834,521.689   561,582.964   MT  0.99964683   +0 15 55.1
 AC2072
 AC2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC2072!SPC FL E     -   1.00000346  x   0.99998802  =   0.99999148
 AC2072!UTM  17      -   1.00000346  x   0.99964683  =   0.99965029
 AC2072
 AC2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6158234521(NAD 83)
 AC2072
 AC2072                          SUPERSEDED SURVEY CONTROL
 AC2072
 AC2072  NAD 83(1986)-  25 37 37.25224(N)    080 23 11.68812(W) AD(       ) 2
 AC2072  NAD 27      -  25 37 35.87418(N)    080 23 12.49410(W) AD(       ) 2
 AC2072  NGVD 29 (??/??/92)    3.523  (m)           11.56   (f) ADJ UNCH    1 2
 AC2072
 AC2072.Superseded values are not recommended for survey control.
 AC2072
 AC2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2072.See file dsdata.pdf to determine how the superseded data were derived.
 AC2072
 AC2072_MARKER: DB = BENCH MARK DISK
 AC2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC2072_STAMPING: USC+GS MSL 11.56
 AC2072_MARK LOGO: USCG
 AC2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2072+STABILITY: SURFACE MOTION
 AC2072
 AC2072  HISTORY     - Date     Condition        Report By
 AC2072  HISTORY     - UNK      MONUMENTED       USCG
 AC2072  HISTORY     - 1966     GOOD             CGS
 AC2072  HISTORY     - 1972     GOOD             NGS
 AC2072  HISTORY     - 1978     POOR             NGS
 AC2072  HISTORY     - 19870206 MARK NOT FOUND   USPSQD
 AC2072
 AC2072                          STATION DESCRIPTION
 AC2072
 AC2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC2072'4.4 MI NW FROM PERRINE.
 AC2072'ABOUT 1.6 MILES NORTHEAST ALONG THE FLORIDA EAST COAST RAILROAD
 AC2072'FROM THE STATION AT PERRINE, THENCE ABOUT 2.8 MILES WEST ALONG
 AC2072'CORAL REEF DRIVE, ABOUT 0.1 MILE WEST OF THE NORTHWEST ONE OF
 AC2072'THREE RADIO TOWERS, NEAR THE NORTHWEST CORNER OF A LARGE CLEARING,
 AC2072'ABOUT 0.5 MILE EAST OF MAIN ENTRANCE TO THE SOUTH CAMPUS OF THE
 AC2072'UNIVERSITY OF MIAMI FORMERLY RICHMOND NAVAL AIR STATION, 35.0
 AC2072'FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 28.7 FEET NORTHWEST OF
 AC2072'TRIANGULATION STATION OOLITE DESCRIBED, ABOUT LEVEL WITH THE
 AC2072'DRIVE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 AC2072
 AC2072                          STATION RECOVERY (1972)
 AC2072
 AC2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AC2072'RECOVERED IN GOOD CONDITION.
 AC2072
 AC2072                          STATION RECOVERY (1978)
 AC2072
 AC2072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2072'MARK HAS BEEN HIT NOT SUITABLE FOR FIRST ORDER LEVELS.
 AC2072
 AC2072                          STATION RECOVERY (1987)
 AC2072
 AC2072'RECOVERY NOTE BY US POWER SQUADRON 1987 (LR)
 AC2072'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2695 ***********************************************************************
 AK2695  DESIGNATION -  11.97
 AK2695  PID         -  AK2695
 AK2695  STATE/COUNTY-  FL/BREVARD
 AK2695  COUNTRY     -  US
 AK2695  USGS QUAD   -  COCOA (2018)
 AK2695
 AK2695                         *CURRENT SURVEY CONTROL
 AK2695  ______________________________________________________________________
 AK2695* NAD 83(1986) POSITION- 28 21 24.     (N) 080 42 31.     (W)   SCALED
 AK2695* NAVD 88 ORTHO HEIGHT -     3.237 (meters)       10.62  (feet) ADJUSTED
 AK2695  ______________________________________________________________________
 AK2695  GEOID HEIGHT    -        -28.188 (meters)                     GEOID18
 AK2695  DYNAMIC HEIGHT  -          3.232 (meters)       10.60  (feet) COMP
 AK2695  MODELED GRAVITY -    979,206.0   (mgal)                       NAVD 88
 AK2695
 AK2695  VERT ORDER      -  FIRST     CLASS II
 AK2695
 AK2695.The horizontal coordinates were scaled from a map and have
 AK2695.an estimated accuracy of +/- 6 seconds.
 AK2695
 AK2695.The orthometric height was determined by differential leveling and
 AK2695.adjusted by the NATIONAL GEODETIC SURVEY
 AK2695.in June 1991.
 AK2695
 AK2695.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2695.GEOID18 height accuracy estimate available here.
 AK2695
 AK2695.Click photographs - Photos may exist for this station.
 AK2695
 AK2695.The dynamic height is computed by dividing the NAVD 88
 AK2695.geopotential number by the normal gravity value computed on the
 AK2695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2695.degrees latitude (g = 980.6199 gals.).
 AK2695
 AK2695.The modeled gravity was interpolated from observed gravity values.
 AK2695
 AK2695;                    North         East    Units  Estimated Accuracy
 AK2695;SPC FL E     -   445,770.      228,570.      MT  (+/- 180 meters Scaled)
 AK2695
 AK2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM285367(NAD 83)
 AK2695
 AK2695                          SUPERSEDED SURVEY CONTROL
 AK2695
 AK2695  NGVD 29 (??/??/92)    3.658  (m)           12.00   (f) ADJ UNCH    1 2
 AK2695
 AK2695.Superseded values are not recommended for survey control.
 AK2695
 AK2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2695.See file dsdata.pdf to determine how the superseded data were derived.
 AK2695
 AK2695_MARKER: DD = SURVEY DISK
 AK2695_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AK2695_SP_SET: BRIDGE ABUTMENT
 AK2695_STAMPING: 11.97
 AK2695_MARK LOGO: FLDT
 AK2695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK2695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK2695+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1991
 AK2695
 AK2695  HISTORY     - Date     Condition        Report By
 AK2695  HISTORY     - 1970     MONUMENTED       FLDT
 AK2695  HISTORY     - 1970     GOOD             NGS
 AK2695  HISTORY     - 1971     GOOD             NGS
 AK2695  HISTORY     - 1987     GOOD             USPSQD
 AK2695  HISTORY     - 1990     GOOD             USPSQD
 AK2695  HISTORY     - 19910213 GOOD             NGS
 AK2695  HISTORY     - 19970425 GOOD             USPSQD
 AK2695  HISTORY     - 20030810 GOOD             USPSQD
 AK2695  HISTORY     - 20060330 GOOD             GEOCAC
 AK2695  HISTORY     - 20090116 MARK NOT FOUND   GEOCAC
 AK2695  HISTORY     - 20130120 MARK NOT FOUND   GEOCAC
 AK2695
 AK2695                          STATION DESCRIPTION
 AK2695
 AK2695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK2695'ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 520 FROM THE JUNCTION OF
 AK2695'STATE HIGHWAY 3 S AT MERRITT ISLAND, SET ON THE TOP OF THE EAST END OF
 AK2695'THE WEST GUARDRAIL OF THE FIRST BRIDGE EAST OF THE LARGE BRIDGE OVER
 AK2695'THE INDIAN RIVER, 17.0 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY AND
 AK2695'3.6 FEET ABOVE THE BRIDGE SIDEWALK.  SEC 34, T24S, R36E.  NOTE-BM IS
 AK2695'AT EAST END OF N GUARD RAIL, 32.4 FT. NORTH OF CENTERLINE OF ROAD,
 AK2695'3.35 FT. ABOVE BRIDGE SIDEWALK.
 AK2695
 AK2695                          STATION RECOVERY (1971)
 AK2695
 AK2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2695'RECOVERED IN GOOD CONDITION.
 AK2695
 AK2695                          STATION RECOVERY (1987)
 AK2695
 AK2695'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK2695'RECOVERED IN GOOD CONDITION.
 AK2695
 AK2695                          STATION RECOVERY (1990)
 AK2695
 AK2695'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK2695'RECOVERED IN GOOD CONDITION.
 AK2695
 AK2695                          STATION RECOVERY (1991)
 AK2695
 AK2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AK2695'2.3 KM (1.4 MI) EASTERLY ALONG STATE HIGHWAY 520 (KING STREET) FROM
 AK2695'THE JUNCTION OF U.S. HIGHWAY 1 IN COCOA, IN TOP AND 0.2 M (0.7 FT)
 AK2695'SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT PARAPET OF THE
 AK2695'HIGHWAY BRIDGE SPANNING THE EAST BRANCH OF THE INDIAN RIVER, 5.2 M
 AK2695'(17.1 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 AK2695'HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AK2695
 AK2695                          STATION RECOVERY (1997)
 AK2695
 AK2695'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK2695'RECOVERED IN GOOD CONDITION.
 AK2695
 AK2695                          STATION RECOVERY (2003)
 AK2695
 AK2695'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA)
 AK2695'SATELLITE OBSERVATION IS QUESTIONABLE DUE TO THE HWY 520 BRIDGE
 AK2695
 AK2695                          STATION RECOVERY (2006)
 AK2695
 AK2695'RECOVERY NOTE BY GEOCACHING 2006 (NJE)
 AK2695'RECOVERED IN GOOD CONDITION.
 AK2695
 AK2695                          STATION RECOVERY (2009)
 AK2695
 AK2695'RECOVERY NOTE BY GEOCACHING 2009 (EP)
 AK2695'MARK NOT FOUND.
 AK2695
 AK2695                          STATION RECOVERY (2013)
 AK2695
 AK2695'RECOVERY NOTE BY GEOCACHING 2013 (EP)
 AK2695'THE INDIAN RIVER RELIEF BRIDGE 700196 REPLACED THE ORIGINAL BRIDGE AT
 AK2695'THIS LOCATION IN 1993.  MARK AND IT'S SETTING HAVE BEEN REMOVED AND
 AK2695'MARK SHOULD BE CONSIDERED LOST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0008 ***********************************************************************
 AL0008  DESIGNATION -  110
 AL0008  PID         -  AL0008
 AL0008  STATE/COUNTY-  FL/PINELLAS
 AL0008  COUNTRY     -  US
 AL0008  USGS QUAD   -  DUNEDIN (2018)
 AL0008
 AL0008                         *CURRENT SURVEY CONTROL
 AL0008  ______________________________________________________________________
 AL0008* NAD 83(1986) POSITION- 28 02 04.1    (N) 082 47 11.0    (W)   HD_HELD2
 AL0008* NAVD 88 ORTHO HEIGHT -     1.892 (meters)        6.21  (feet) ADJUSTED
 AL0008  ______________________________________________________________________
 AL0008  GEOID HEIGHT    -        -24.801 (meters)                     GEOID18
 AL0008  DYNAMIC HEIGHT  -          1.889 (meters)        6.20  (feet) COMP
 AL0008  MODELED GRAVITY -    979,186.4   (mgal)                       NAVD 88
 AL0008
 AL0008  VERT ORDER      -  SECOND    CLASS II
 AL0008
 AL0008.The horizontal coordinates were established by autonomous hand held GPS
 AL0008.observations and have an estimated accuracy of +/- 10 meters.
 AL0008
 AL0008.The orthometric height was determined by differential leveling and
 AL0008.adjusted by the NATIONAL GEODETIC SURVEY
 AL0008.in June 1991.
 AL0008
 AL0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0008.GEOID18 height accuracy estimate available here.
 AL0008
 AL0008.Click photographs - Photos may exist for this station.
 AL0008
 AL0008.The dynamic height is computed by dividing the NAVD 88
 AL0008.geopotential number by the normal gravity value computed on the
 AL0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0008.degrees latitude (g = 980.6199 gals.).
 AL0008
 AL0008.The modeled gravity was interpolated from observed gravity values.
 AL0008
 AL0008;                    North         East    Units  Estimated Accuracy
 AL0008;SPC FL W     -   410,278.      122,677.      MT  (+/- 10 meters HH2 GPS)
 AL0008
 AL0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2439702307(NAD 83)
 AL0008
 AL0008                          SUPERSEDED SURVEY CONTROL
 AL0008
 AL0008  NGVD 29 (??/??/92)    2.153  (m)            7.06   (f) ADJ UNCH    2 2
 AL0008
 AL0008.Superseded values are not recommended for survey control.
 AL0008
 AL0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0008.See file dsdata.pdf to determine how the superseded data were derived.
 AL0008
 AL0008_MARKER: DD = SURVEY DISK
 AL0008_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL0008_SP_SET: INLET
 AL0008_STAMPING: 110 SRD
 AL0008_MARK LOGO: FLSRD
 AL0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL0008+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2007
 AL0008
 AL0008  HISTORY     - Date     Condition        Report By
 AL0008  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0008  HISTORY     - 1975     GOOD             FLDT
 AL0008  HISTORY     - 1983     GOOD             USPSQD
 AL0008  HISTORY     - 1989     GOOD             USPSQD
 AL0008  HISTORY     - 20070719 GOOD             YOUNG
 AL0008
 AL0008                          STATION DESCRIPTION
 AL0008
 AL0008'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0008'AT NW DUNEDIN.
 AL0008'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. 19 AND S.R.
 AL0008'S-586, (CURLEW RD.), RUN SOUTHERLY ALONG U.S. ALT. 19 FOR 1.10
 AL0008'MILE.  STATION ON LEFT, 150 FT. SE OF THE CENTERLINE OF THE
 AL0008'INTERSECTION OF PASADENA DR. AND BAYSHORE BLVD. (U.S. ALT. 19),
 AL0008'20.5 FT. E. OF CENTERLINE OF BAYSHORE BLVD.  SET IN TOP OF
 AL0008'INLET.  SECTION 22, T28S, R15E.
 AL0008
 AL0008                          STATION RECOVERY (1983)
 AL0008
 AL0008'RECOVERY NOTE BY US POWER SQUADRON 1983
 AL0008'RECOVERED IN GOOD CONDITION.
 AL0008
 AL0008                          STATION RECOVERY (1989)
 AL0008
 AL0008'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0008'RECOVERED IN GOOD CONDITION.
 AL0008
 AL0008                          STATION RECOVERY (2007)
 AL0008
 AL0008'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2007 (WL)
 AL0008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2395 ***********************************************************************
 AK2395  DESIGNATION -  110 AZ
 AK2395  PID         -  AK2395
 AK2395  STATE/COUNTY-  FL/BREVARD
 AK2395  COUNTRY     -  US
 AK2395  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2395
 AK2395                         *CURRENT SURVEY CONTROL
 AK2395  ______________________________________________________________________
 AK2395* NAD 83(1986) POSITION- 28 27 18.     (N) 080 35 12.     (W)   SCALED
 AK2395* NAVD 88 ORTHO HEIGHT -     2.263 (meters)        7.42  (feet) ADJUSTED
 AK2395  ______________________________________________________________________
 AK2395  GEOID HEIGHT    -        -28.239 (meters)                     GEOID18
 AK2395  DYNAMIC HEIGHT  -          2.260 (meters)        7.41  (feet) COMP
 AK2395  MODELED GRAVITY -    979,226.5   (mgal)                       NAVD 88
 AK2395
 AK2395  VERT ORDER      -  FIRST     CLASS II
 AK2395
 AK2395.The horizontal coordinates were scaled from a map and have
 AK2395.an estimated accuracy of +/- 6 seconds.
 AK2395
 AK2395.The orthometric height was determined by differential leveling and
 AK2395.adjusted by the NATIONAL GEODETIC SURVEY
 AK2395.in June 1991.
 AK2395
 AK2395.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2395.GEOID18 height accuracy estimate available here.
 AK2395
 AK2395.Click photographs - Photos may exist for this station.
 AK2395
 AK2395.The dynamic height is computed by dividing the NAVD 88
 AK2395.geopotential number by the normal gravity value computed on the
 AK2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2395.degrees latitude (g = 980.6199 gals.).
 AK2395
 AK2395.The modeled gravity was interpolated from observed gravity values.
 AK2395
 AK2395;                    North         East    Units  Estimated Accuracy
 AK2395;SPC FL E     -   456,700.      240,480.      MT  (+/- 180 meters Scaled)
 AK2395
 AK2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM404476(NAD 83)
 AK2395
 AK2395                          SUPERSEDED SURVEY CONTROL
 AK2395
 AK2395  NGVD 29 (??/??/92)    2.643  (m)            8.67   (f) ADJ UNCH    1 2
 AK2395
 AK2395.Superseded values are not recommended for survey control.
 AK2395
 AK2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2395.See file dsdata.pdf to determine how the superseded data were derived.
 AK2395
 AK2395_MARKER: DZ = AZIMUTH MARK DISK
 AK2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2395_STAMPING: PAA 1965 110 AZ
 AK2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2395+STABILITY: SURFACE MOTION
 AK2395
 AK2395  HISTORY     - Date     Condition        Report By
 AK2395  HISTORY     - 1965     MONUMENTED       PANAM
 AK2395  HISTORY     - 1966     GOOD             CGS
 AK2395
 AK2395                          STATION DESCRIPTION
 AK2395
 AK2395'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK2395'AT CAPE KENNEDY.
 AK2395'THE MARK IS 49 FEET NORTHWEST OF CENTER OF INTERSECTION OF PAVED
 AK2395'AND GRAVELED ROADS AND 17 FEET NORTH OF THE CENTERLINE OF A
 AK2395'PAVED ROAD.  THE DISK IS SET IN A 6 INCH SQUARE CONCRETE POST
 AK2395'THAT IS FLUSH WITH THE SURFACE.  TO REACH FROM THE CENTRAL CONTROL
 AK2395'BUILDING, GO SOUTH ON THE CAPE ROAD FOR 2.8 MILES TO SIDE ROAD
 AK2395'LEFT TURN LEFT FOR 0.3 MILE TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0003 ***********************************************************************
 AL0003  DESIGNATION -  111
 AL0003  PID         -  AL0003
 AL0003  STATE/COUNTY-  FL/PINELLAS
 AL0003  COUNTRY     -  US
 AL0003  USGS QUAD   -  DUNEDIN (2018)
 AL0003
 AL0003                         *CURRENT SURVEY CONTROL
 AL0003  ______________________________________________________________________
 AL0003* NAD 83(1986) POSITION- 28 01 55.     (N) 082 47 17.     (W)   SCALED
 AL0003* NAVD 88 ORTHO HEIGHT -     2.322 (meters)        7.62  (feet) ADJUSTED
 AL0003  ______________________________________________________________________
 AL0003  GEOID HEIGHT    -        -24.794 (meters)                     GEOID18
 AL0003  DYNAMIC HEIGHT  -          2.318 (meters)        7.61  (feet) COMP
 AL0003  MODELED GRAVITY -    979,186.1   (mgal)                       NAVD 88
 AL0003
 AL0003  VERT ORDER      -  SECOND    CLASS II
 AL0003
 AL0003.The horizontal coordinates were scaled from a map and have
 AL0003.an estimated accuracy of +/- 6 seconds.
 AL0003
 AL0003.The orthometric height was determined by differential leveling and
 AL0003.adjusted by the NATIONAL GEODETIC SURVEY
 AL0003.in June 1991.
 AL0003
 AL0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0003.GEOID18 height accuracy estimate available here.
 AL0003
 AL0003.Click photographs - Photos may exist for this station.
 AL0003
 AL0003.The dynamic height is computed by dividing the NAVD 88
 AL0003.geopotential number by the normal gravity value computed on the
 AL0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0003.degrees latitude (g = 980.6199 gals.).
 AL0003
 AL0003.The modeled gravity was interpolated from observed gravity values.
 AL0003
 AL0003;                    North         East    Units  Estimated Accuracy
 AL0003;SPC FL W     -   410,000.      122,510.      MT  (+/- 180 meters Scaled)
 AL0003
 AL0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM242020(NAD 83)
 AL0003
 AL0003                          SUPERSEDED SURVEY CONTROL
 AL0003
 AL0003  NGVD 29 (??/??/92)    2.582  (m)            8.47   (f) ADJ UNCH    2 2
 AL0003
 AL0003.Superseded values are not recommended for survey control.
 AL0003
 AL0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0003.See file dsdata.pdf to determine how the superseded data were derived.
 AL0003
 AL0003_MARKER: DD = SURVEY DISK
 AL0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0003_STAMPING: 111 SRD
 AL0003_MARK LOGO: FLSRD
 AL0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0003+STABILITY: SURFACE MOTION
 AL0003
 AL0003  HISTORY     - Date     Condition        Report By
 AL0003  HISTORY     - 1975     MONUMENTED       FLHD
 AL0003  HISTORY     - 1975     GOOD             FLDT
 AL0003  HISTORY     - 1983     GOOD             FLDT
 AL0003  HISTORY     - 1989     GOOD             USPSQD
 AL0003
 AL0003                          STATION DESCRIPTION
 AL0003
 AL0003'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0003'AT NW DUNEDIN.
 AL0003'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. 19 AND S.R.
 AL0003'S-586 (CURLEW RD.), RUN SOUTHERLY ALONG U.S. ALT. 19 FOR 1.35
 AL0003'MILE TO THE INTERSECTION OF CEVERA DR. AND BAYSHORE BLVD.
 AL0003'(U.S. ALT. 19).  STATION IS IN THE NE CORNER OF INTERSECTION,
 AL0003'20.5 FT. E. OF THE CENTERLINE OF BAYSHORE DR., 39 FT. N. OF THE
 AL0003'CENTERLINE OF CEVERA DR.  SET IN TOP OF INLET.  SECTION 22,
 AL0003'T28S, R15E.
 AL0003
 AL0003                          STATION RECOVERY (1983)
 AL0003
 AL0003'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1983
 AL0003'TO REACH STATION FROM THE INTERSECTION OF U.S. ATL. 19 AND S.R. S-586
 AL0003'(CURLEW RD.) , RUN SOUTHERLY ALONG U.S. ALT. 19 FOR 1.35 MILES TO THE
 AL0003'INTERSECTION OF CEVERA DR. AND BAYSHORE BLVD. (U.S. ALT. 19). STATION
 AL0003'IS IN THE NORTHEAST CORNER OF INTERSECTION , 20.5 FT. OF THE
 AL0003'CENTERLINE OF BAYSHORE DR., 39 FT. NORTH OF THE CENTERLINE OF CEVERA
 AL0003'DR. SET IN TOP OF INLET.
 AL0003
 AL0003                          STATION RECOVERY (1989)
 AL0003
 AL0003'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7037 ***********************************************************************
 AG7037  DESIGNATION -  111 C OF SP
 AG7037  PID         -  AG7037
 AG7037  STATE/COUNTY-  FL/PINELLAS
 AG7037  COUNTRY     -  US
 AG7037  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7037
 AG7037                         *CURRENT SURVEY CONTROL
 AG7037  ______________________________________________________________________
 AG7037* NAD 83(1986) POSITION- 27 46 39.1    (N) 082 39 46.8    (W)   HD_HELD2
 AG7037* NAVD 88 ORTHO HEIGHT -    14.934 (meters)       49.00  (feet) ADJUSTED
 AG7037  ______________________________________________________________________
 AG7037  GEOID HEIGHT    -        -24.502 (meters)                     GEOID18
 AG7037  DYNAMIC HEIGHT  -         14.912 (meters)       48.92  (feet) COMP
 AG7037  MODELED GRAVITY -    979,175.2   (mgal)                       NAVD 88
 AG7037
 AG7037  VERT ORDER      -  SECOND    CLASS II
 AG7037
 AG7037.The horizontal coordinates were established by autonomous hand held GPS
 AG7037.observations and have an estimated accuracy of +/- 10 meters.
 AG7037
 AG7037.The orthometric height was determined by differential leveling and
 AG7037.adjusted by the NATIONAL GEODETIC SURVEY
 AG7037.in June 1991.
 AG7037
 AG7037.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7037.GEOID18 height accuracy estimate available here.
 AG7037
 AG7037.Click photographs - Photos may exist for this station.
 AG7037
 AG7037.The dynamic height is computed by dividing the NAVD 88
 AG7037.geopotential number by the normal gravity value computed on the
 AG7037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7037.degrees latitude (g = 980.6199 gals.).
 AG7037
 AG7037.The modeled gravity was interpolated from observed gravity values.
 AG7037
 AG7037;                    North         East    Units  Estimated Accuracy
 AG7037;SPC FL W     -   381,733.      134,656.      MT  (+/- 10 meters HH2 GPS)
 AG7037
 AG7037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3614173666(NAD 83)
 AG7037
 AG7037                          SUPERSEDED SURVEY CONTROL
 AG7037
 AG7037  NGVD 29 (??/??/92)   15.202  (m)           49.88   (f) ADJ UNCH    2 2
 AG7037
 AG7037.Superseded values are not recommended for survey control.
 AG7037
 AG7037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7037.See file dsdata.pdf to determine how the superseded data were derived.
 AG7037
 AG7037_MARKER: DB = BENCH MARK DISK
 AG7037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7037_MARK LOGO: FL2730
 AG7037_PROJECTION: PROJECTING 3 CENTIMETERS
 AG7037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7037+STABILITY: SURFACE MOTION
 AG7037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7037+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2022
 AG7037
 AG7037  HISTORY     - Date     Condition        Report By
 AG7037  HISTORY     - UNK      MONUMENTED       FL2730
 AG7037  HISTORY     - 1977     GOOD             FL-103
 AG7037  HISTORY     - 20040116 GOOD             USPSQD
 AG7037  HISTORY     - 20081015 GOOD             PINCPW
 AG7037  HISTORY     - 20220223 GOOD             GEOCAC
 AG7037
 AG7037                          STATION DESCRIPTION
 AG7037
 AG7037'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7037'IN ST PETERSBURG.
 AG7037'TO REACH THE STATION FROM THE INTERSECTION OF SR 687 4TH ST. N. AND
 AG7037'SR 595 5TH AVE. N., RUN WESTERLY ON SR 595 FOR 1.50 MILES TO THE
 AG7037'INTERSECTION OF 22ND ST. N. STATION ON RIGHT, N.E. CORNER, 38.3 FT.
 AG7037'NORTH OF THE CENTERLINE OF 5TH AVE. N., 37.2 FT. EAST OF THE
 AG7037'CENTERLINE OF 22ND ST. N., 57.4 FT. E.S.E. OF A WOOD POWER
 AG7037'TRANSMISSION AND LIGHT POLE NUMBER BFE-67, 17.8 FT. EAST OF A CONCRETE
 AG7037'SIGNAL AND LIGHT POLE NO NUMBER, 67.8 FT. W.S.W. OF THE S.W. CORNER
 AG7037'OF A ONE STORY FRAME HOUSE 2183 5TH AVE. N., 19.0 FT. N.E. OF A WATER
 AG7037'VALVE THAT IS FLUSH WITH THE ROAD. SET IN THE TOP OF A CONCRETE POST
 AG7037'THAT IS FLUSH WITH THE GROUND.
 AG7037
 AG7037                          STATION RECOVERY (2004)
 AG7037
 AG7037'RECOVERY NOTE BY US POWER SQUADRON 2004 (SGR)
 AG7037'RECOVERED IN GOOD CONDITION.
 AG7037
 AG7037                          STATION RECOVERY (2008)
 AG7037
 AG7037'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (CB)
 AG7037'RECOVERED IN GOOD CONDITION.
 AG7037
 AG7037                          STATION RECOVERY (2022)
 AG7037
 AG7037'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AG7037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5327 ***********************************************************************
 DG5327  DESIGNATION -  111 JAS
 DG5327  PID         -  DG5327
 DG5327  STATE/COUNTY-  FL/MARION
 DG5327  COUNTRY     -  US
 DG5327  USGS QUAD   -  LAKE KERR (2018)
 DG5327
 DG5327                         *CURRENT SURVEY CONTROL
 DG5327  ______________________________________________________________________
 DG5327* NAD 83(1986) POSITION- 29 18 02.     (N) 081 49 29.     (W)   SCALED
 DG5327* NAVD 88 ORTHO HEIGHT -    26.774 (meters)       87.84  (feet) ADJUSTED
 DG5327  ______________________________________________________________________
 DG5327  GEOID HEIGHT    -        -28.170 (meters)                     GEOID18
 DG5327  DYNAMIC HEIGHT  -         26.737 (meters)       87.72  (feet) COMP
 DG5327  MODELED GRAVITY -    979,256.4   (mgal)                       NAVD 88
 DG5327
 DG5327  VERT ORDER      -  SECOND    CLASS I
 DG5327
 DG5327.The horizontal coordinates were scaled from a map and have
 DG5327.an estimated accuracy of +/- 6 seconds.
 DG5327
 DG5327.The orthometric height was determined by differential leveling and
 DG5327.adjusted by the NATIONAL GEODETIC SURVEY
 DG5327.in August 2004.
 DG5327
 DG5327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5327.GEOID18 height accuracy estimate available here.
 DG5327
 DG5327.Click photographs - Photos may exist for this station.
 DG5327
 DG5327.The dynamic height is computed by dividing the NAVD 88
 DG5327.geopotential number by the normal gravity value computed on the
 DG5327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5327.degrees latitude (g = 980.6199 gals.).
 DG5327
 DG5327.The modeled gravity was interpolated from observed gravity values.
 DG5327
 DG5327;                    North         East    Units  Estimated Accuracy
 DG5327;SPC FL W     -   550,350.      217,030.      MT  (+/- 180 meters Scaled)
 DG5327
 DG5327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN199415(NAD 83)
 DG5327
 DG5327                          SUPERSEDED SURVEY CONTROL
 DG5327
 DG5327.No superseded survey control is available for this station.
 DG5327
 DG5327_MARKER: DD = SURVEY DISK
 DG5327_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG5327_STAMPING: 89 111 JAS 1966
 DG5327_MARK LOGO: USGS
 DG5327_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5327_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5327+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2000
 DG5327
 DG5327  HISTORY     - Date     Condition        Report By
 DG5327  HISTORY     - 1966     MONUMENTED       USGS
 DG5327  HISTORY     - 20000429 GOOD             FLDEP
 DG5327
 DG5327                          STATION DESCRIPTION
 DG5327
 DG5327'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5327'THE MARK IS ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF SALT SPRINGS, 15.8 MI
 DG5327'(25.4 KM) NORTHEAST OF SILVER SPRINGS ON COUNTY ROAD 314, IN SECTION
 DG5327'6, TOWNSHIP 14 SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM THE
 DG5327'JUNCTION OF STATE ROAD 19 AND COUNTY ROAD 316 ON THE NORTH SIDE OF
 DG5327'SALT SPRINGS, GO SOUTH ON STATE ROAD 19 FOR 1.0 MI (1.6 KM) TO THE
 DG5327'JUNCTION OF COUNTY ROAD 314 (NE HWY 314) ON THE RIGHT, BEAR RIGHT ON
 DG5327'COUNTY ROAD 314 AND GO SOUTHWEST FOR 6.35 MI (10.22 KM) TO THE
 DG5327'JUNCTION OF FOREST ROAD NUMBER 97 AND THE MARK ON THE LEFT, SET IN THE
 DG5327'TOP OF A 0.6 FT (18.3 CM) X 0.6 FT (18.3 CM) PREFABRICATED CONCRETE
 DG5327'POST RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT
 DG5327'(0.3 M) BELOW THE LEVEL OF COUNTY ROAD 314. LOCATED 52.6 FT (16.0 M)
 DG5327'SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 314, 36.0 FT (11.0
 DG5327'M) WEST OF THE APPROXIMATE CENTER OF FOREST ROAD AND 0.6 FT (18.3 CM)
 DG5327'NORTH OF A METAL WITNESS POST LEVEL WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6286 ***********************************************************************
 AE6286  DESIGNATION -  1113 20
 AE6286  PID         -  AE6286
 AE6286  STATE/COUNTY-  FL/INDIAN RIVER
 AE6286  COUNTRY     -  US
 AE6286  USGS QUAD   -  FELLSMERE SW (2018)
 AE6286
 AE6286                         *CURRENT SURVEY CONTROL
 AE6286  ______________________________________________________________________
 AE6286* NAD 83(1986) POSITION- 27 49 16.80   (N) 080 44 34.20   (W)   HD_HELD1
 AE6286* NAVD 88 ORTHO HEIGHT -     9.150 (meters)       30.02  (feet) ADJUSTED
 AE6286  ______________________________________________________________________
 AE6286  GEOID HEIGHT    -        -27.539 (meters)                     GEOID18
 AE6286  DYNAMIC HEIGHT  -          9.137 (meters)       29.98  (feet) COMP
 AE6286  MODELED GRAVITY -    979,156.1   (mgal)                       NAVD 88
 AE6286
 AE6286  VERT ORDER      -  SECOND    CLASS I
 AE6286
 AE6286.The horizontal coordinates were determined by differentially corrected
 AE6286.hand held GPS observations or other comparable positioning techniques
 AE6286.and have an estimated accuracy of +/- 3 meters.
 AE6286
 AE6286.The orthometric height was determined by differential leveling and
 AE6286.adjusted by the NATIONAL GEODETIC SURVEY
 AE6286.in February 1998.
 AE6286
 AE6286.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6286.GEOID18 height accuracy estimate available here.
 AE6286
 AE6286.Click photographs - Photos may exist for this station.
 AE6286
 AE6286.The dynamic height is computed by dividing the NAVD 88
 AE6286.geopotential number by the normal gravity value computed on the
 AE6286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6286.degrees latitude (g = 980.6199 gals.).
 AE6286
 AE6286.The modeled gravity was interpolated from observed gravity values.
 AE6286
 AE6286;                    North         East    Units  Estimated Accuracy
 AE6286;SPC FL E     -   386,437.2     225,335.5     MT  (+/- 3 meters HH1 GPS) 
 AE6286
 AE6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL2532677437(NAD 83)
 AE6286
 AE6286                          SUPERSEDED SURVEY CONTROL
 AE6286
 AE6286.No superseded survey control is available for this station.
 AE6286
 AE6286_MARKER: DD = SURVEY DISK
 AE6286_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE6286_SP_SET: STEP
 AE6286_STAMPING: BM 1113-20
 AE6286_MARK LOGO: SJRWMD
 AE6286_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6286+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2021
 AE6286
 AE6286  HISTORY     - Date     Condition        Report By
 AE6286  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6286  HISTORY     - 19950915 GOOD             FLDEP
 AE6286  HISTORY     - 20050120 GOOD             FL-009
 AE6286  HISTORY     - 20211025 GOOD             GEOCAC
 AE6286
 AE6286                          STATION DESCRIPTION
 AE6286
 AE6286'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6286'THE MARK IS ABOUT 16.0 MI (25.7 KM) SOUTHEAST OF KENANSVILLE IN
 AE6286'SECTION 32, TOWNSHIP 31 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM
 AE6286'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6286'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6286'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6286'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6286'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6286'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6286'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST
 AE6286'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74,
 AE6286'PASS THROUGH THE GATE AND CONTINUE EAST ON LEVEE 74 FOR 4.4 MI (7.1
 AE6286'KM) TO THE MARK ON THE LEFT, AN SJRWMD ALUMINUM DISK SET ON THE TOP OF
 AE6286'A CONCRETE STEP OF THE RECORDING BUILDING OF S96C. LOCATED 43.0 FT
 AE6286'(13.1 M) NORTHEAST OF THE CENTER OF THE WEST GATE TO S96C, 32.7 FT
 AE6286'(10.0 M) NORTHWEST OF THE CENTER OF THE EAST GATE TO S96C, 11.6 FT
 AE6286'(3.5 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE RECORDIING BUILDING,
 AE6286'9.5 FT (2.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD
 AE6286'AND 2.5 FT (0.8 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE RECORDING
 AE6286'BUILDING. NOTE FOR KEY CONTACT TOMMY WALTERS, ST.  JOHN WATER
 AE6286'MANAGEMENT DISTICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277.
 AE6286
 AE6286                          STATION RECOVERY (2005)
 AE6286
 AE6286'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2005 (SRV)
 AE6286'RECOVERED IN GOOD CONDITION.
 AE6286
 AE6286                          STATION RECOVERY (2021)
 AE6286
 AE6286'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AE6286'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6287 ***********************************************************************
 AE6287  DESIGNATION -  1114 20
 AE6287  PID         -  AE6287
 AE6287  STATE/COUNTY-  FL/BREVARD
 AE6287  COUNTRY     -  US
 AE6287  USGS QUAD   -  FELLSMERE SW (2018)
 AE6287
 AE6287                         *CURRENT SURVEY CONTROL
 AE6287  ______________________________________________________________________
 AE6287* NAD 83(1986) POSITION- 27 49 31.7    (N) 080 44 30.0    (W)   HD_HELD2
 AE6287* NAVD 88 ORTHO HEIGHT -    10.006 (meters)       32.83  (feet) ADJUSTED
 AE6287  ______________________________________________________________________
 AE6287  GEOID HEIGHT    -        -27.550 (meters)                     GEOID18
 AE6287  DYNAMIC HEIGHT  -          9.991 (meters)       32.78  (feet) COMP
 AE6287  MODELED GRAVITY -    979,156.1   (mgal)                       NAVD 88
 AE6287
 AE6287  VERT ORDER      -  SECOND    CLASS I
 AE6287
 AE6287.The horizontal coordinates were established by autonomous hand held GPS
 AE6287.observations and have an estimated accuracy of +/- 10 meters.
 AE6287
 AE6287.The orthometric height was determined by differential leveling and
 AE6287.adjusted by the NATIONAL GEODETIC SURVEY
 AE6287.in February 1998.
 AE6287
 AE6287.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6287.GEOID18 height accuracy estimate available here.
 AE6287
 AE6287.Click photographs - Photos may exist for this station.
 AE6287
 AE6287.The dynamic height is computed by dividing the NAVD 88
 AE6287.geopotential number by the normal gravity value computed on the
 AE6287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6287.degrees latitude (g = 980.6199 gals.).
 AE6287
 AE6287.The modeled gravity was interpolated from observed gravity values.
 AE6287
 AE6287;                    North         East    Units  Estimated Accuracy
 AE6287;SPC FL E     -   386,896.      225,450.      MT  (+/- 10 meters HH2 GPS)
 AE6287
 AE6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL2544077896(NAD 83)
 AE6287
 AE6287                          SUPERSEDED SURVEY CONTROL
 AE6287
 AE6287.No superseded survey control is available for this station.
 AE6287
 AE6287_MARKER: DD = SURVEY DISK
 AE6287_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE6287_SP_SET: STEP
 AE6287_STAMPING: BM 1114-20
 AE6287_MARK LOGO: SJRWMD
 AE6287_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6287+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2021
 AE6287
 AE6287  HISTORY     - Date     Condition        Report By
 AE6287  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6287  HISTORY     - 19951116 GOOD             FLDEP
 AE6287  HISTORY     - 20050120 GOOD             FL-009
 AE6287  HISTORY     - 20211025 GOOD             GEOCAC
 AE6287
 AE6287                          STATION DESCRIPTION
 AE6287
 AE6287'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6287'THE MARK IS ABOUT 16.3 MI (26.2 KM) SOUTHEAST OF KENANSVILLE IN THE
 AE6287'NORTH END OF THE STEP AT THE RECORDING BUILDING OF STRUCTURE 96 B IN
 AE6287'SECTION 4, TOWNSHIP 31 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM
 AE6287'THE POST OFFICE IN FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI
 AE6287'(0.56 KM) TO THE JUNCTION OF COUNTY ROAD 507 ON THE RIGHT, TURN RIGHT
 AE6287'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AE6287'TO A 90 DEGREE TURN WEST (SOUTH CAROLINE AVENUE), TURN LEFT ON COUNTY
 AE6287'ROAD 507 AND GO WEST FOR 0.4 MI (0.6 KM) TO A 90 DEGREE TURN NORTH
 AE6287'(138TH AVENUE), TURN RIGHT ON COUNTY ROAD 507 AND GO NORTH FOR 3.4 MI
 AE6287'(5.5 KM) TO THE INTERSECTION OF CANAL 54 UNDERPASS, CONTINUE NORTH ON
 AE6287'COUNTY ROAD 507 FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF A SAND ROAD
 AE6287'ON THE NORTH SIDE OF CANAL 54, TURN LEFT ON THE SAND ROAD AND GO WEST
 AE6287'FOR 6.2 MI (10.0 KM) TO STRUCTURE 96 ON THE LEFT, CONTINUE NORTHERLY
 AE6287'THEN WEST ON THE SAND ROAD (LEVEE 74) FOR 0.1 MI (0.2 KM) TO THE
 AE6287'JUNCTION OF LEVEE 74 WEST, TURN LEFT ON LEVEE 74 WEST AND GO WEST FOR
 AE6287'2.05 MI (3.30 KM) TO THE EAST GATE TO STURCTURE 96 B AND THE MARK, SET
 AE6287'FLUSH IN THE TOP OF THE RECORDING BUILDING STEP. LOCATED 25.0 FT (7.6
 AE6287'M) WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 8.3 FT (2.5 M)
 AE6287'NORTH OF THE SOUTHEAST CORNER OF THE BUILDING, 7.5 FT (2.3 M)
 AE6287'SOUTHWEST OF A METAL LIGHT POLE, 6.0 FT (1.8 M) SOUTH OF THE NORTHEAST
 AE6287'CORNER OF THE BUILDING AND 1.3 FT (0.4 M) EAST OF THE EAST FACE OF THE
 AE6287'BUILDING. NOTE FOR KEY CONTRACT TOMMY WATERS, ST.  JOHN WATER
 AE6287'MANAGEMENT DISTICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277
 AE6287
 AE6287                          STATION RECOVERY (2005)
 AE6287
 AE6287'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2005 (SRV)
 AE6287'RECOVERED IN GOOD CONDITION.
 AE6287
 AE6287                          STATION RECOVERY (2021)
 AE6287
 AE6287'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AE6287'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6278 ***********************************************************************
 AE6278  DESIGNATION -  1115 20
 AE6278  PID         -  AE6278
 AE6278  STATE/COUNTY-  FL/INDIAN RIVER
 AE6278  COUNTRY     -  US
 AE6278  USGS QUAD   -  FELLSMERE SW (2018)
 AE6278
 AE6278                         *CURRENT SURVEY CONTROL
 AE6278  ______________________________________________________________________
 AE6278* NAD 83(1986) POSITION- 27 46 37.73   (N) 080 42 26.09   (W)   HD_HELD1
 AE6278* NAVD 88 ORTHO HEIGHT -     8.934 (meters)       29.31  (feet) ADJUSTED
 AE6278  ______________________________________________________________________
 AE6278  GEOID HEIGHT    -        -27.505 (meters)                     GEOID18
 AE6278  DYNAMIC HEIGHT  -          8.921 (meters)       29.27  (feet) COMP
 AE6278  MODELED GRAVITY -    979,152.6   (mgal)                       NAVD 88
 AE6278
 AE6278  VERT ORDER      -  SECOND    CLASS I
 AE6278
 AE6278.The horizontal coordinates were determined by differentially corrected
 AE6278.hand held GPS observations or other comparable positioning techniques
 AE6278.and have an estimated accuracy of +/- 3 meters.
 AE6278
 AE6278.The orthometric height was determined by differential leveling and
 AE6278.adjusted by the NATIONAL GEODETIC SURVEY
 AE6278.in February 1998.
 AE6278
 AE6278.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6278.GEOID18 height accuracy estimate available here.
 AE6278
 AE6278.Click photographs - Photos may exist for this station.
 AE6278
 AE6278.The dynamic height is computed by dividing the NAVD 88
 AE6278.geopotential number by the normal gravity value computed on the
 AE6278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6278.degrees latitude (g = 980.6199 gals.).
 AE6278
 AE6278.The modeled gravity was interpolated from observed gravity values.
 AE6278
 AE6278;                    North         East    Units  Estimated Accuracy
 AE6278;SPC FL E     -   381,548.8     228,853.1     MT  (+/- 3 meters HH1 GPS) 
 AE6278
 AE6278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL2884372550(NAD 83)
 AE6278
 AE6278                          SUPERSEDED SURVEY CONTROL
 AE6278
 AE6278.No superseded survey control is available for this station.
 AE6278
 AE6278_MARKER: DD = SURVEY DISK
 AE6278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE6278_SP_SET: FLOOD CONTROL STRUCTURE
 AE6278_STAMPING: BM 1115 20
 AE6278_MARK LOGO: SJRWMD
 AE6278_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6278+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2023
 AE6278
 AE6278  HISTORY     - Date     Condition        Report By
 AE6278  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6278  HISTORY     - 19950920 GOOD             FLDEP
 AE6278  HISTORY     - 20230102 GOOD             GEOCAC
 AE6278
 AE6278                          STATION DESCRIPTION
 AE6278
 AE6278'DESCRIBED BY FL DEPT OF ENV PRO 1995 (VAJ)
 AE6278'THE MARK IS ABOUT 6.6 MI (10.6 KM) WEST OF FELLSMERE IN ESTIMATED
 AE6278'SECTION 22, TOWNSHIP 31 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM
 AE6278'THE POST OFFICE IN FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI
 AE6278'(0.56 KM) TO THE JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE
 AE6278'RIGHT, TURN RIGHT ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH
 AE6278'FOR 0.4 MI (0.6 KM) TO A STOP SIGN (SOUTH CAROLINA AVENUE), TURN LEFT
 AE6278'ON COUNTY ROAD 507 (SOUTH CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6
 AE6278'KM) TO A 90 DEGREE TURN TO THE RIGHT (138TH AVENUE), TURN RIGHT ON
 AE6278'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.35 MI (5.39 KM) TO
 AE6278'THE BRIDGE OVER CANAL C 54, CONTINUE NORTH ON COUNTY ROAD 507 (138TH
 AE6278'AVENUE) FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF A GRADED ROAD AND
 AE6278'A LOCKED GATE ON THE LEFT, TURN LEFT ON THE GRADED ROAD (PASSING
 AE6278'THROUGH THE LOCKED GATE) AND GO WEST FOR 6.15 MI (9.90 KM) TO A FLOOD
 AE6278'CONTROL CONTROL STRUCTURE S 96 ON THE LEFT, TURN LEFT AND CROSSING THE
 AE6278'FLOOD CONTROL STRUCTURE S 96 GO SOUTH TO A LOCKED GATE, PASSING
 AE6278'THROUGH THE LOCKED GATE TO THE PUBLIC BOAT RAMP AND A LOCKED GATE,
 AE6278'PASSING THROUGH THE LOCKED GATE, CONTINUE SOUTH FOR 3.2 MI (5.1 KM) TO
 AE6278'STRUCTURE S 259 AND THE MARK ON THE LEFT SET FLUSH IN THE NORTHEAST
 AE6278'CORNER OF STRUCTURE S 259. LOCATED 15.1 FT (4.6 M) EAST OF THE
 AE6278'APPROXIMATE CENTERLINE OF THE DIRT ROAD ON TOP OF THE LEVEE, 3.3 FT
 AE6278'(1.0 M) EAST OF A METAL GUARDRAIL AND 0.5 FT (15.2 CM) SOUTH OF THE
 AE6278'NORTHEAST CORNER OF THE STRUCTURE. NOTE FOR KEY CONTACT TOMMY WALTERS,
 AE6278'ST.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE NUMBER (904)
 AE6278'329-4277.
 AE6278
 AE6278                          STATION RECOVERY (2023)
 AE6278
 AE6278'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AE6278'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6275 ***********************************************************************
 AE6275  DESIGNATION -  1116 20
 AE6275  PID         -  AE6275
 AE6275  STATE/COUNTY-  FL/INDIAN RIVER
 AE6275  COUNTRY     -  US
 AE6275  USGS QUAD   -  FELLSMERE SW (2018)
 AE6275
 AE6275                         *CURRENT SURVEY CONTROL
 AE6275  ______________________________________________________________________
 AE6275* NAD 83(1986) POSITION- 27 45 29.6    (N) 080 42 32.1    (W)   HD_HELD2
 AE6275* NAVD 88 ORTHO HEIGHT -     7.875 (meters)       25.84  (feet) ADJUSTED
 AE6275  ______________________________________________________________________
 AE6275  GEOID HEIGHT    -        -27.461 (meters)                     GEOID18
 AE6275  DYNAMIC HEIGHT  -          7.863 (meters)       25.80  (feet) COMP
 AE6275  MODELED GRAVITY -    979,151.5   (mgal)                       NAVD 88
 AE6275
 AE6275  VERT ORDER      -  SECOND    CLASS I
 AE6275
 AE6275.The horizontal coordinates were established by autonomous hand held GPS
 AE6275.observations and have an estimated accuracy of +/- 10 meters.
 AE6275
 AE6275.The orthometric height was determined by differential leveling and
 AE6275.adjusted by the NATIONAL GEODETIC SURVEY
 AE6275.in February 1998.
 AE6275
 AE6275.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6275.GEOID18 height accuracy estimate available here.
 AE6275
 AE6275.Click photographs - Photos may exist for this station.
 AE6275
 AE6275.The dynamic height is computed by dividing the NAVD 88
 AE6275.geopotential number by the normal gravity value computed on the
 AE6275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6275.degrees latitude (g = 980.6199 gals.).
 AE6275
 AE6275.The modeled gravity was interpolated from observed gravity values.
 AE6275
 AE6275;                    North         East    Units  Estimated Accuracy
 AE6275;SPC FL E     -   379,451.      228,694.      MT  (+/- 10 meters HH2 GPS)
 AE6275
 AE6275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL2868370453(NAD 83)
 AE6275
 AE6275                          SUPERSEDED SURVEY CONTROL
 AE6275
 AE6275.No superseded survey control is available for this station.
 AE6275
 AE6275_MARKER: DD = SURVEY DISK
 AE6275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AE6275_SP_SET: FLOOD CONTROL STRUCTURE
 AE6275_STAMPING: BM 1116-20
 AE6275_MARK LOGO: SJRWMD
 AE6275_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6275+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2023
 AE6275
 AE6275  HISTORY     - Date     Condition        Report By
 AE6275  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6275  HISTORY     - 19950920 GOOD             FLDEP
 AE6275  HISTORY     - 20230102 GOOD             GEOCAC
 AE6275
 AE6275                          STATION DESCRIPTION
 AE6275
 AE6275'DESCRIBED BY FL DEPT OF ENV PRO 1995 (VAJ)
 AE6275'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF FELLSMERE IN ESTIMATED
 AE6275'SECTION 27, TOWNSHIP 31 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM
 AE6275'THE POST OFFICE IN FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI
 AE6275'(0.56 KM) TO THE JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE
 AE6275'RIGHT, TURN RIGHT ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH
 AE6275'FOR 0.4 MI (0.6 KM) TO A STOP SIGN (SOUTH CAROLINA AVENUE), TURN LEFT
 AE6275'ON COUNTY ROAD 507 (SOUTH CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6
 AE6275'KM) TO A 90 DEGREE TURN TO THE RIGHT (138TH AVENUE), TURN RIGHT ON
 AE6275'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.35 MI (5.39 KM) TO
 AE6275'THE BRIDGE OVER CANAL C 54, CONTINUE NORTH ON COUNTY ROAD 507 (138TH
 AE6275'AVENUE) FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF A GRADED ROAD AND
 AE6275'A LOCKED GATE ON THE LEFT, TURN LEFT ON THE GRADED ROAD (PASSING
 AE6275'THROUGH THE LOCKED GATE) AND GO WEST FOR 6.15 MI (9.90 KM) TO A FLOOD
 AE6275'CONTROL STRUCTURE S 96 ON THE LEFT, TURN LEFT AND CROSSING THE FLOOD
 AE6275'CONTROL STRUCTURE S 96, GO SOUTH TO A LOCKED GATE, PASSING THROUGH THE
 AE6275'LOCKED GATE TO A PUBLIC BOAT RAMP AND A LOCKED GATE, PASSING THROUGH
 AE6275'TH LOCKED GATE, CONTINUE SOUTH FOR 3.2 MI (5.1 KM) TO STRUCTURE S 259
 AE6275'ON THE LEFT, CONTINUE SOUTH ON THE LEVEE ROAD FOR 1.45 MI (2.33 KM) TO
 AE6275'AN UNAMED FLOOD CONTROL STRUCTURE AND THE MARK ON THE RIGHT, SET FLUSH
 AE6275'NEAR THE SOUTH END OF THE STRUCTURE. LOCATED 83.3 FT (25.4 M) WEST OF
 AE6275'THE APPROXIMATE CENTERLINE OF THE DIRT ROAD ON TOP OF THE LEVEE, 38.8
 AE6275'FT (11.8 M) WEST OF THE EAST END OF A CONCRETE WALKWAY TO THE
 AE6275'STRUCTURE, 36.6 FT (11.2 M) WEST OF A CARSONITE WITNESS POST, 5.1 FT
 AE6275'(1.6 M) EAST OF THE WEST END OF THE STRUCTURE AND 1.6 FT (0.5 M) SOUTH
 AE6275'OF THE NORTH END OF THE STRUCTURE. NOTE FOR KEY CONTACT TOMMY WALTERS,
 AE6275'ST.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE NUMBER (904)
 AE6275'329-4277.
 AE6275
 AE6275                          STATION RECOVERY (2023)
 AE6275
 AE6275'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AE6275'THE MARK IS SET IN STRUCTURE S-18B.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6280 ***********************************************************************
 AE6280  DESIGNATION -  1118 20
 AE6280  PID         -  AE6280
 AE6280  STATE/COUNTY-  FL/INDIAN RIVER
 AE6280  COUNTRY     -  US
 AE6280  USGS QUAD   -  FELLSMERE SW (2018)
 AE6280
 AE6280                         *CURRENT SURVEY CONTROL
 AE6280  ______________________________________________________________________
 AE6280* NAD 83(1986) POSITION- 27 47 54.     (N) 080 42 29.     (W)   SCALED
 AE6280* NAVD 88 ORTHO HEIGHT -     5.637 (meters)       18.49  (feet) ADJUSTED
 AE6280  ______________________________________________________________________
 AE6280  GEOID HEIGHT    -        -27.549 (meters)                     GEOID18
 AE6280  DYNAMIC HEIGHT  -          5.629 (meters)       18.47  (feet) COMP
 AE6280  MODELED GRAVITY -    979,154.3   (mgal)                       NAVD 88
 AE6280
 AE6280  VERT ORDER      -  SECOND    CLASS I
 AE6280
 AE6280.The horizontal coordinates were scaled from a map and have
 AE6280.an estimated accuracy of +/- 6 seconds.
 AE6280
 AE6280.The orthometric height was determined by differential leveling and
 AE6280.adjusted by the NATIONAL GEODETIC SURVEY
 AE6280.in February 1998.
 AE6280
 AE6280.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6280.GEOID18 height accuracy estimate available here.
 AE6280
 AE6280.Click photographs - Photos may exist for this station.
 AE6280
 AE6280.The dynamic height is computed by dividing the NAVD 88
 AE6280.geopotential number by the normal gravity value computed on the
 AE6280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6280.degrees latitude (g = 980.6199 gals.).
 AE6280
 AE6280.The modeled gravity was interpolated from observed gravity values.
 AE6280
 AE6280;                    North         East    Units  Estimated Accuracy
 AE6280;SPC FL E     -   383,900.      228,770.      MT  (+/- 180 meters Scaled)
 AE6280
 AE6280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL287748(NAD 83)
 AE6280
 AE6280                          SUPERSEDED SURVEY CONTROL
 AE6280
 AE6280.No superseded survey control is available for this station.
 AE6280
 AE6280_MARKER: DD = SURVEY DISK
 AE6280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE6280_STAMPING: BM 1118-20
 AE6280_MARK LOGO: SJRWMD
 AE6280_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE6280+STABILITY: SURFACE MOTION
 AE6280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6280+SATELLITE: SATELLITE OBSERVATIONS - September 20, 1995
 AE6280
 AE6280  HISTORY     - Date     Condition        Report By
 AE6280  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6280  HISTORY     - 19950920 GOOD             FLDEP
 AE6280
 AE6280                          STATION DESCRIPTION
 AE6280
 AE6280'DESCRIBED BY FL DEPT OF ENV PRO 1995 (VAJ)
 AE6280'THE MARK IS ABOUT 6.9 MI (11.1 KM) NORTHWEST OF FELLSMERE IN ESTIMATED
 AE6280'SECTION 10, TOWNSHIP 31 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM
 AE6280'THE POST OFFICE IN FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI
 AE6280'(0.56 KM) TO THE JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE
 AE6280'RIGHT, TURN RIGHT ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH
 AE6280'FOR 0.4 MI (0.6 KM) TO A STOP SIGN (SOUTH CAROLINA AVENUE), TURN LEFT
 AE6280'ON COUNTY ROAD 507 (SOUTH CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6
 AE6280'KM) TO A 90 DEGREE TURN TO THE RIGHT (138TH AVENUE), TURN RIGHT ON
 AE6280'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.35 MI (5.39 KM) TO
 AE6280'THE BRIDGE OVER CANAL C 54, CONTINUE NORTH ON COUNTY ROAD 507 (138TH
 AE6280'AVENUE) FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF A GRADED ROAD AND
 AE6280'A LOCKED GATE ON THE LEFT, TURN LEFT ON THE GRADED ROAD (PASSING
 AE6280'THROUGH THE LOCKED GATE) AND GO WEST FOR 6.15 MI (9.90 KM) TO A FLOOD
 AE6280'CONTROL STRUCTURE S 96 ON THE LEFT, TURN LEFT AND CROSSING THE FLOOD
 AE6280'CONTROL STRUCTURE S 96 GO SOUTH TO A LOCKED GATE, PASSING THROUGH THE
 AE6280'LOCKED GATE TO THE PUBLIC BOAT RAMP AND A LOCKED GATE PASSING THROUGH
 AE6280'THE LOCKED GATE, CONTINUE SOUTH FOR 1.65 MI (2.66 KM) TO THE MARK ON
 AE6280'THE LEFT SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND
 AE6280'NEAR THE TOE OF THE LEVEE. LOCATED 50.2 FT (15.3 M) EAST OF THE
 AE6280'APPROXIMATE CENTERLINE OF THE DIRT ROAD ON TOP OF THE LEVEE, 13.1 FT
 AE6280'(4.0 M) WEST OF THE APPROXIMATE CENTERLINE OF THE DIM TRACK ROAD AT
 AE6280'THE TOE OF THE LEVEE AND 1.0 FT (0.3 M) WEST OF A METAL WITNESS POST.
 AE6280'NOTE FOR KEY CONTACT TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT
 AE6280'DISTICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0004 ***********************************************************************
 AL0004  DESIGNATION -  112
 AL0004  PID         -  AL0004
 AL0004  STATE/COUNTY-  FL/PINELLAS
 AL0004  COUNTRY     -  US
 AL0004  USGS QUAD   -  DUNEDIN (2018)
 AL0004
 AL0004                         *CURRENT SURVEY CONTROL
 AL0004  ______________________________________________________________________
 AL0004* NAD 83(1986) POSITION- 28 01 37.     (N) 082 47 23.     (W)   SCALED
 AL0004* NAVD 88 ORTHO HEIGHT -     2.404 (meters)        7.89  (feet) ADJUSTED
 AL0004  ______________________________________________________________________
 AL0004  GEOID HEIGHT    -        -24.781 (meters)                     GEOID18
 AL0004  DYNAMIC HEIGHT  -          2.400 (meters)        7.87  (feet) COMP
 AL0004  MODELED GRAVITY -    979,185.7   (mgal)                       NAVD 88
 AL0004
 AL0004  VERT ORDER      -  SECOND    CLASS II
 AL0004
 AL0004.The horizontal coordinates were scaled from a map and have
 AL0004.an estimated accuracy of +/- 6 seconds.
 AL0004
 AL0004.The orthometric height was determined by differential leveling and
 AL0004.adjusted by the NATIONAL GEODETIC SURVEY
 AL0004.in June 1991.
 AL0004
 AL0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0004.GEOID18 height accuracy estimate available here.
 AL0004
 AL0004.Click photographs - Photos may exist for this station.
 AL0004
 AL0004.The dynamic height is computed by dividing the NAVD 88
 AL0004.geopotential number by the normal gravity value computed on the
 AL0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0004.degrees latitude (g = 980.6199 gals.).
 AL0004
 AL0004.The modeled gravity was interpolated from observed gravity values.
 AL0004
 AL0004;                    North         East    Units  Estimated Accuracy
 AL0004;SPC FL W     -   409,450.      122,340.      MT  (+/- 180 meters Scaled)
 AL0004
 AL0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM240014(NAD 83)
 AL0004
 AL0004                          SUPERSEDED SURVEY CONTROL
 AL0004
 AL0004  NGVD 29 (??/??/92)    2.664  (m)            8.74   (f) ADJ UNCH    2 2
 AL0004
 AL0004.Superseded values are not recommended for survey control.
 AL0004
 AL0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0004.See file dsdata.pdf to determine how the superseded data were derived.
 AL0004
 AL0004_MARKER: DD = SURVEY DISK
 AL0004_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL0004_SP_SET: INLET
 AL0004_STAMPING: 112 SRD
 AL0004_MARK LOGO: FLSRD
 AL0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0004
 AL0004  HISTORY     - Date     Condition        Report By
 AL0004  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0004  HISTORY     - 1975     GOOD             FLDT
 AL0004  HISTORY     - 1983     GOOD             USPSQD
 AL0004  HISTORY     - 1989     GOOD             USPSQD
 AL0004
 AL0004                          STATION DESCRIPTION
 AL0004
 AL0004'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0004'AT W DUNEDIN.
 AL0004'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. 19 AND
 AL0004'S.R. S-586 (CURLEW RD.), RUN SOUTHERLY ALONG U.S. ALT. 19 FOR
 AL0004'1.65 MILE TO THE INTERSECTION OF SAN SALVADORE DR. AND BAYSHORE
 AL0004'BLVD. (U.S. ALT. 19).  STATION IS IN THE NE CORNER OF
 AL0004'INTERSECTION, 20.5 FT. E. OF CENTERLINE OF BAYSHORE BLVD., 40
 AL0004'FT. N. OF SAN SALVADORE DR.  SET IN TOP OF INLET.  SECTION 22,
 AL0004'T28S, R15E.
 AL0004
 AL0004                          STATION RECOVERY (1983)
 AL0004
 AL0004'RECOVERY NOTE BY US POWER SQUADRON 1983
 AL0004'RECOVERED IN GOOD CONDITION.
 AL0004
 AL0004                          STATION RECOVERY (1989)
 AL0004
 AL0004'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5325 ***********************************************************************
 DG5325  DESIGNATION -  112 JAS
 DG5325  PID         -  DG5325
 DG5325  STATE/COUNTY-  FL/MARION
 DG5325  COUNTRY     -  US
 DG5325  USGS QUAD   -  LAKE KERR (2018)
 DG5325
 DG5325                         *CURRENT SURVEY CONTROL
 DG5325  ______________________________________________________________________
 DG5325* NAD 83(1986) POSITION- 29 17 28.     (N) 081 50 34.     (W)   SCALED
 DG5325* NAVD 88 ORTHO HEIGHT -    20.845 (meters)       68.39  (feet) ADJUSTED
 DG5325  ______________________________________________________________________
 DG5325  GEOID HEIGHT    -        -28.150 (meters)                     GEOID18
 DG5325  DYNAMIC HEIGHT  -         20.816 (meters)       68.29  (feet) COMP
 DG5325  MODELED GRAVITY -    979,257.1   (mgal)                       NAVD 88
 DG5325
 DG5325  VERT ORDER      -  SECOND    CLASS I
 DG5325
 DG5325.The horizontal coordinates were scaled from a map and have
 DG5325.an estimated accuracy of +/- 6 seconds.
 DG5325
 DG5325.The orthometric height was determined by differential leveling and
 DG5325.adjusted by the NATIONAL GEODETIC SURVEY
 DG5325.in August 2004.
 DG5325
 DG5325.No vertical observational check was made to the station.
 DG5325
 DG5325.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5325.GEOID18 height accuracy estimate available here.
 DG5325
 DG5325.Click photographs - Photos may exist for this station.
 DG5325
 DG5325.The dynamic height is computed by dividing the NAVD 88
 DG5325.geopotential number by the normal gravity value computed on the
 DG5325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5325.degrees latitude (g = 980.6199 gals.).
 DG5325
 DG5325.The modeled gravity was interpolated from observed gravity values.
 DG5325
 DG5325;                    North         East    Units  Estimated Accuracy
 DG5325;SPC FL W     -   549,310.      215,280.      MT  (+/- 180 meters Scaled)
 DG5325
 DG5325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN181405(NAD 83)
 DG5325
 DG5325                          SUPERSEDED SURVEY CONTROL
 DG5325
 DG5325.No superseded survey control is available for this station.
 DG5325
 DG5325_MARKER: DD = SURVEY DISK
 DG5325_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG5325_STAMPING: 69 112 JAS 1966
 DG5325_MARK LOGO: USGS
 DG5325_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5325_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5325_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5325+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2000
 DG5325
 DG5325  HISTORY     - Date     Condition        Report By
 DG5325  HISTORY     - 1966     MONUMENTED       USGS
 DG5325  HISTORY     - 20000429 GOOD             FLDEP
 DG5325
 DG5325                          STATION DESCRIPTION
 DG5325
 DG5325'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5325'THE MARK IS ABOUT 8.5 MI (13.7 KM) SOUTHWEST OF SALT SPRINGS, 14.6 MI
 DG5325'(23.5 KM) NORTHEAST OF SILVER SPRINGS ON COUNTY ROAD 314, IN SECTION
 DG5325'12, TOWNSHIP 14 SOUTH, RANGE 24 EAST. TO REACH THE MARK FROM THE
 DG5325'JUNCTION OF STATE ROAD 19 AND COUNTY ROAD 316 ON THE NORTH SIDE OF
 DG5325'SALT SPRINGS, GO SOUTH ON STATE ROAD 19 FOR 1.0 MI (1.6 KM) TO THE
 DG5325'JUNCTION OF COUNTY ROAD 314 (NE HWY 314) ON THE RIGHT, BEAR RIGHT ON
 DG5325'COUNTY ROAD 314 AND GO SOUTHWEST FOR 7.55 MI (12.15 KM) TO THE
 DG5325'JUNCTION OF FOREST ROAD NUMBER 67 AND THE MARK ON THE LEFT, SET IN THE
 DG5325'TOP OF A 0.6 FT (18.3 CM) X 0.6 FT (18.3 CM) PREFABRICATED CONCRETE
 DG5325'POST FLUSH WITH THE GROUND AND 0.5 FT (15.2 CM) BELOW THE LEVEL OF
 DG5325'COUNTY ROAD 314. LOCATED 117.0 FT (35.7 M) WEST OF A POWER POLE WITH 1
 DG5325'GUY WIRE ATTACHED, 49.8 FT (15.2 M) SOUTH OF THE APPROXIMATE
 DG5325'CENTERLINE OF COUNTY ROAD 314, 12.0 FT (3.7 M) EAST OF THE CORPS OF
 DG5325'ENGINEER MARK CFBC 416 AND 0.7 FT (21.3 CM) NORTH OF A METAL WITNESS
 DG5325'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1217 ***********************************************************************
 AD1217  DESIGNATION -  112 RDS
 AD1217  PID         -  AD1217
 AD1217  STATE/COUNTY-  FL/COLLIER
 AD1217  COUNTRY     -  US
 AD1217  USGS QUAD   -  BELLE MEADE (2018)
 AD1217
 AD1217                         *CURRENT SURVEY CONTROL
 AD1217  ______________________________________________________________________
 AD1217* NAD 83(1986) POSITION- 26 02 45.     (N) 081 40 21.     (W)   SCALED
 AD1217* NAVD 88 ORTHO HEIGHT -     1.544 (meters)        5.07  (feet) ADJUSTED
 AD1217  ______________________________________________________________________
 AD1217  GEOID HEIGHT    -        -23.456 (meters)                     GEOID18
 AD1217  DYNAMIC HEIGHT  -          1.541 (meters)        5.06  (feet) COMP
 AD1217  MODELED GRAVITY -    979,040.9   (mgal)                       NAVD 88
 AD1217
 AD1217  VERT ORDER      -  FIRST     CLASS I
 AD1217
 AD1217.The horizontal coordinates were scaled from a map and have
 AD1217.an estimated accuracy of +/- 6 seconds.
 AD1217
 AD1217.The orthometric height was determined by differential leveling and
 AD1217.adjusted by the NATIONAL GEODETIC SURVEY
 AD1217.in June 1991.
 AD1217
 AD1217.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1217.GEOID18 height accuracy estimate available here.
 AD1217
 AD1217.Click photographs - Photos may exist for this station.
 AD1217
 AD1217.The dynamic height is computed by dividing the NAVD 88
 AD1217.geopotential number by the normal gravity value computed on the
 AD1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1217.degrees latitude (g = 980.6199 gals.).
 AD1217
 AD1217.The modeled gravity was interpolated from observed gravity values.
 AD1217
 AD1217;                    North         East    Units  Estimated Accuracy
 AD1217;SPC FL E     -   189,870.      132,700.      MT  (+/- 180 meters Scaled)
 AD1217
 AD1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ327809(NAD 83)
 AD1217
 AD1217                          SUPERSEDED SURVEY CONTROL
 AD1217
 AD1217  NGVD 29 (??/??/92)    1.940  (m)            6.36   (f) ADJ UNCH    1 1
 AD1217
 AD1217.Superseded values are not recommended for survey control.
 AD1217
 AD1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1217.See file dsdata.pdf to determine how the superseded data were derived.
 AD1217
 AD1217_MARKER: DB = BENCH MARK DISK
 AD1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1217_STAMPING: 112 RDS 6 1952
 AD1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1217+STABILITY: SURFACE MOTION
 AD1217
 AD1217  HISTORY     - Date     Condition        Report By
 AD1217  HISTORY     - 1952     MONUMENTED       USGS
 AD1217  HISTORY     - 1966     GOOD             CGS
 AD1217  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AD1217  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD1217  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AD1217  HISTORY     - 20010208 MARK NOT FOUND   USPSQD
 AD1217  HISTORY     - 20120926 MARK NOT FOUND   FL-021
 AD1217
 AD1217                          STATION DESCRIPTION
 AD1217
 AD1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AD1217'8 MI SE FROM NAPLES.
 AD1217'ABOUT 7.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE COURTHOUSE
 AD1217'AT NAPLES, 2.05 MILES SOUTHEAST OF THE INTERSECTION OF STATE
 AD1217'HIGHWAY S-951, 373 FEET SOUTHEAST OF THE CENTER LINE OF A TRAIL
 AD1217'LEADING WEST, 28 FEET EAST OF A DIM TRAIL LEADING SOUTH, 27 FEET
 AD1217'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET NORTHWEST OF
 AD1217'A TELEPHONE POLE, 1.0 FEET NORTHEAST OF A METAL WITNESS POST,
 AD1217'ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK IN THE
 AD1217'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AD1217
 AD1217                          STATION RECOVERY (1987)
 AD1217
 AD1217'RECOVERY NOTE BY US POWER SQUADRON 1987 (HEA)
 AD1217'MARK NOT FOUND.
 AD1217
 AD1217                          STATION RECOVERY (1990)
 AD1217
 AD1217'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1217'MARK NOT FOUND.
 AD1217
 AD1217                          STATION RECOVERY (1992)
 AD1217
 AD1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1217'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AD1217'DESTROYED.
 AD1217
 AD1217                          STATION RECOVERY (2001)
 AD1217
 AD1217'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AD1217'MARK NOT FOUND.
 AD1217
 AD1217                          STATION RECOVERY (2012)
 AD1217
 AD1217'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD1217'ASSUMED DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6225 ***********************************************************************
 AE6225  DESIGNATION -  1120 20
 AE6225  PID         -  AE6225
 AE6225  STATE/COUNTY-  FL/BREVARD
 AE6225  COUNTRY     -  US
 AE6225  USGS QUAD   -  FELLSMERE SW (2018)
 AE6225
 AE6225                         *CURRENT SURVEY CONTROL
 AE6225  ______________________________________________________________________
 AE6225* NAD 83(1986) POSITION- 27 49 23.     (N) 080 44 58.     (W)   SCALED
 AE6225* NAVD 88 ORTHO HEIGHT -     7.596 (meters)       24.92  (feet) ADJUSTED
 AE6225  ______________________________________________________________________
 AE6225  GEOID HEIGHT    -        -27.531 (meters)                     GEOID18
 AE6225  DYNAMIC HEIGHT  -          7.584 (meters)       24.88  (feet) COMP
 AE6225  MODELED GRAVITY -    979,156.1   (mgal)                       NAVD 88
 AE6225
 AE6225  VERT ORDER      -  SECOND    CLASS I
 AE6225
 AE6225.The horizontal coordinates were scaled from a map and have
 AE6225.an estimated accuracy of +/- 6 seconds.
 AE6225
 AE6225.The orthometric height was determined by differential leveling and
 AE6225.adjusted by the NATIONAL GEODETIC SURVEY
 AE6225.in February 1998.
 AE6225
 AE6225.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6225.GEOID18 height accuracy estimate available here.
 AE6225
 AE6225.Click photographs - Photos may exist for this station.
 AE6225
 AE6225.The dynamic height is computed by dividing the NAVD 88
 AE6225.geopotential number by the normal gravity value computed on the
 AE6225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6225.degrees latitude (g = 980.6199 gals.).
 AE6225
 AE6225.The modeled gravity was interpolated from observed gravity values.
 AE6225
 AE6225;                    North         East    Units  Estimated Accuracy
 AE6225;SPC FL E     -   386,630.      224,680.      MT  (+/- 180 meters Scaled)
 AE6225
 AE6225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL246776(NAD 83)
 AE6225
 AE6225                          SUPERSEDED SURVEY CONTROL
 AE6225
 AE6225.No superseded survey control is available for this station.
 AE6225
 AE6225_MARKER: DD = SURVEY DISK
 AE6225_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6225_STAMPING: BM 1120-20
 AE6225_MARK LOGO: SJRWMD
 AE6225_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6225+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1995
 AE6225
 AE6225  HISTORY     - Date     Condition        Report By
 AE6225  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6225  HISTORY     - 19950915 GOOD             FLDEP
 AE6225  HISTORY     - 20211104 MARK NOT FOUND   GEOCAC
 AE6225
 AE6225                          STATION DESCRIPTION
 AE6225
 AE6225'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6225'THE MARK IS ABOUT 13.8 MI (22.2 KM) SOUTHEAST OF KENANSVILLE IN
 AE6225'SECTION 32, TOWNSHIP 30 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM
 AE6225'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6225'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6225'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6225'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6225'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6225'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6225'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST
 AE6225'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74,
 AE6225'PASSING THROUGH THE LOCKED GATE, CONTINUE EAST ON LEVEE 74 FOR 3.8 MI
 AE6225'(6.1 KM) TO THE MARK ON THE LEFT, A SJRWMD ALUMINUM DISK SET ON THE
 AE6225'TOP OF A 5/8-INCH COPPER COATED STEEL ROD SURROUNDED BY AN 8-INCH
 AE6225'STOVE PIPE FILLED WITH CONCRETE, ON THE SOUTH FACE SLOPE, FLUSH WITH
 AE6225'THE GROUND. LOCATED 38.0 FT (11.6 M) SOUTH OF THE TOP OF THE CENTER OF
 AE6225'LEVEE 74, 30.0 FT (9.1 M) NORTH OF THE EDGE OF THE CANAL AND 0.7 FT
 AE6225'(21.3 CM) NORTH OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTACT
 AE6225'TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE
 AE6225'NUMBER (904) 329-4227.
 AE6225
 AE6225                          STATION RECOVERY (2021)
 AE6225
 AE6225'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AE6225'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6222 ***********************************************************************
 AE6222  DESIGNATION -  1121 20
 AE6222  PID         -  AE6222
 AE6222  STATE/COUNTY-  FL/INDIAN RIVER
 AE6222  COUNTRY     -  US
 AE6222  USGS QUAD   -  KENANSVILLE SE (2018)
 AE6222
 AE6222                         *CURRENT SURVEY CONTROL
 AE6222  ______________________________________________________________________
 AE6222* NAD 83(1986) POSITION- 27 49 22.     (N) 080 45 45.     (W)   SCALED
 AE6222* NAVD 88 ORTHO HEIGHT -     7.270 (meters)       23.85  (feet) ADJUSTED
 AE6222  ______________________________________________________________________
 AE6222  GEOID HEIGHT    -        -27.507 (meters)                     GEOID18
 AE6222  DYNAMIC HEIGHT  -          7.259 (meters)       23.82  (feet) COMP
 AE6222  MODELED GRAVITY -    979,156.2   (mgal)                       NAVD 88
 AE6222
 AE6222  VERT ORDER      -  SECOND    CLASS I
 AE6222
 AE6222.The horizontal coordinates were scaled from a map and have
 AE6222.an estimated accuracy of +/- 6 seconds.
 AE6222
 AE6222.The orthometric height was determined by differential leveling and
 AE6222.adjusted by the NATIONAL GEODETIC SURVEY
 AE6222.in February 1998.
 AE6222
 AE6222.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6222.GEOID18 height accuracy estimate available here.
 AE6222
 AE6222.Click photographs - Photos may exist for this station.
 AE6222
 AE6222.The dynamic height is computed by dividing the NAVD 88
 AE6222.geopotential number by the normal gravity value computed on the
 AE6222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6222.degrees latitude (g = 980.6199 gals.).
 AE6222
 AE6222.The modeled gravity was interpolated from observed gravity values.
 AE6222
 AE6222;                    North         East    Units  Estimated Accuracy
 AE6222;SPC FL E     -   386,590.      223,400.      MT  (+/- 180 meters Scaled)
 AE6222
 AE6222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL233775(NAD 83)
 AE6222
 AE6222                          SUPERSEDED SURVEY CONTROL
 AE6222
 AE6222.No superseded survey control is available for this station.
 AE6222
 AE6222_MARKER: DD = SURVEY DISK
 AE6222_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6222_STAMPING: BM 1121-20
 AE6222_MARK LOGO: SJRWMD
 AE6222_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6222+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1995
 AE6222
 AE6222  HISTORY     - Date     Condition        Report By
 AE6222  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6222  HISTORY     - 19950915 GOOD             FLDEP
 AE6222  HISTORY     - 20211104 MARK NOT FOUND   GEOCAC
 AE6222
 AE6222                          STATION DESCRIPTION
 AE6222
 AE6222'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6222'THE MARK IS ABOUT 14.6 MI (23.5 KM) SOUTHEAST OF KENANSVILLE IN
 AE6222'SECTION 5, TOWNSHIP 31 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM
 AE6222'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6222'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6222'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6222'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6222'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6222'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6222'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST
 AE6222'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74,
 AE6222'PASSING THROUGH THE LOCKED GATE CONTINUE EAST ON LEVEE 74 FOR 2.85 MI
 AE6222'(4.59 KM) TO THE MARK ON THE LEFT, A SJRWMD ALUMINUM DISK SET ON THE
 AE6222'TOP OF A 5/8-INCH COPPER COATED STEEL ROD SURROUNDED BY AN 8-INCH
 AE6222'STOVE PIPE FILLED WITH CONCRETE ON THE NORTH FACE SLOPE, FLUSH WITH
 AE6222'THE GROUND. LOCATED 459.5 FT (140.1 M) EAST OF S-250B AND EAST OF AN
 AE6222'OLD LEVEE WHICH RUNS NORTH FOR ABOUT 100.0 FT (30.5 M), 53.0 FT (16.2
 AE6222'M) NORTH OF THE TOP OF THE CENTER OF LEVEE 74 AND 0.7 FT (21.3 CM)
 AE6222'SOUTH OF A SJRWMD METAL WITNESS POST. NOTE FOR KEY CONTACT TOMMY
 AE6222'WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE
 AE6222'NUMBER (904) 329-4277.
 AE6222
 AE6222                          STATION RECOVERY (2021)
 AE6222
 AE6222'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AE6222'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6221 ***********************************************************************
 AE6221  DESIGNATION -  1123 20
 AE6221  PID         -  AE6221
 AE6221  STATE/COUNTY-  FL/BREVARD
 AE6221  COUNTRY     -  US
 AE6221  USGS QUAD   -  KENANSVILLE SE (2018)
 AE6221
 AE6221                         *CURRENT SURVEY CONTROL
 AE6221  ______________________________________________________________________
 AE6221* NAD 83(1986) POSITION- 27 49 22.     (N) 080 46 20.     (W)   SCALED
 AE6221* NAVD 88 ORTHO HEIGHT -     8.457 (meters)       27.75  (feet) ADJUSTED
 AE6221  ______________________________________________________________________
 AE6221  GEOID HEIGHT    -        -27.488 (meters)                     GEOID18
 AE6221  DYNAMIC HEIGHT  -          8.444 (meters)       27.70  (feet) COMP
 AE6221  MODELED GRAVITY -    979,156.4   (mgal)                       NAVD 88
 AE6221
 AE6221  VERT ORDER      -  SECOND    CLASS I
 AE6221
 AE6221.The horizontal coordinates were scaled from a map and have
 AE6221.an estimated accuracy of +/- 6 seconds.
 AE6221
 AE6221.The orthometric height was determined by differential leveling and
 AE6221.adjusted by the NATIONAL GEODETIC SURVEY
 AE6221.in February 1998.
 AE6221
 AE6221.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6221.GEOID18 height accuracy estimate available here.
 AE6221
 AE6221.Click photographs - Photos may exist for this station.
 AE6221
 AE6221.The dynamic height is computed by dividing the NAVD 88
 AE6221.geopotential number by the normal gravity value computed on the
 AE6221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6221.degrees latitude (g = 980.6199 gals.).
 AE6221
 AE6221.The modeled gravity was interpolated from observed gravity values.
 AE6221
 AE6221;                    North         East    Units  Estimated Accuracy
 AE6221;SPC FL E     -   386,590.      222,440.      MT  (+/- 180 meters Scaled)
 AE6221
 AE6221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL224775(NAD 83)
 AE6221
 AE6221                          SUPERSEDED SURVEY CONTROL
 AE6221
 AE6221.No superseded survey control is available for this station.
 AE6221
 AE6221_MARKER: DD = SURVEY DISK
 AE6221_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6221_STAMPING: BM 1123-20
 AE6221_MARK LOGO: SJRWMD
 AE6221_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6221+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2002
 AE6221
 AE6221  HISTORY     - Date     Condition        Report By
 AE6221  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6221  HISTORY     - 19950915 GOOD             FLDEP
 AE6221  HISTORY     - 20021017 GOOD             FL-009
 AE6221  HISTORY     - 20211104 MARK NOT FOUND   GEOCAC
 AE6221
 AE6221                          STATION DESCRIPTION
 AE6221
 AE6221'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6221'THE MARK IS ABOUT 14.0 MI (22.5 KM) SOUTHEAST OF KENANSVILLE IN
 AE6221'SECTION 36, TOWNSHIP 30 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AE6221'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6221'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6221'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6221'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6221'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6221'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6221'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST
 AE6221'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74,
 AE6221'PASS THROUGH THE GATE AND CONTINUE EAST ON LEVEE 74 FOR 2.4 MI (3.9
 AE6221'KM) TO THE MARK ON THE LEFT, SET ON THE NORTH FACE SLOPE, FLUSH WITH
 AE6221'THE GROUND, A SJRWMD ALUMINUM DISK SET ON THE TOP OF A COPPER COATER
 AE6221'COATED STEEL ROD SURROUNDED BY AN 8-INCH STOVE PIPE FILLED WITH
 AE6221'CONCRETE. LOCATED 60.0 FT (18.3 M) WEST OF S.N. KNIGHT EAST LEVEE AND
 AE6221'35.0 FT (10.7 M) NORTH OF THE TOP CENTER OF LEVEE 74 WEST. NOTE FOR
 AE6221'KEY CONTACT TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT,
 AE6221'PALATKA, FL.  PHONE NUMBER (904) 329-4277.
 AE6221
 AE6221                          STATION RECOVERY (2002)
 AE6221
 AE6221'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV)
 AE6221'RECOVERED IN GOOD CONDITION.
 AE6221
 AE6221                          STATION RECOVERY (2021)
 AE6221
 AE6221'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AE6221'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6285 ***********************************************************************
 AE6285  DESIGNATION -  1123 20 RM 1
 AE6285  PID         -  AE6285
 AE6285  STATE/COUNTY-  FL/BREVARD
 AE6285  COUNTRY     -  US
 AE6285  USGS QUAD   -  KENANSVILLE SE (2018)
 AE6285
 AE6285                         *CURRENT SURVEY CONTROL
 AE6285  ______________________________________________________________________
 AE6285* NAD 83(1986) POSITION- 27 49 22.     (N) 080 46 19.     (W)   SCALED
 AE6285* NAVD 88 ORTHO HEIGHT -     7.493 (meters)       24.58  (feet) ADJUSTED
 AE6285  ______________________________________________________________________
 AE6285  GEOID HEIGHT    -        -27.489 (meters)                     GEOID18
 AE6285  DYNAMIC HEIGHT  -          7.482 (meters)       24.55  (feet) COMP
 AE6285  MODELED GRAVITY -    979,156.4   (mgal)                       NAVD 88
 AE6285
 AE6285  VERT ORDER      -  SECOND    CLASS I
 AE6285
 AE6285.The horizontal coordinates were scaled from a map and have
 AE6285.an estimated accuracy of +/- 6 seconds.
 AE6285
 AE6285.The orthometric height was determined by differential leveling and
 AE6285.adjusted by the NATIONAL GEODETIC SURVEY
 AE6285.in February 1998.
 AE6285
 AE6285.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6285.GEOID18 height accuracy estimate available here.
 AE6285
 AE6285.Click photographs - Photos may exist for this station.
 AE6285
 AE6285.The dynamic height is computed by dividing the NAVD 88
 AE6285.geopotential number by the normal gravity value computed on the
 AE6285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6285.degrees latitude (g = 980.6199 gals.).
 AE6285
 AE6285.The modeled gravity was interpolated from observed gravity values.
 AE6285
 AE6285;                    North         East    Units  Estimated Accuracy
 AE6285;SPC FL E     -   386,590.      222,470.      MT  (+/- 180 meters Scaled)
 AE6285
 AE6285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL224775(NAD 83)
 AE6285
 AE6285                          SUPERSEDED SURVEY CONTROL
 AE6285
 AE6285.No superseded survey control is available for this station.
 AE6285
 AE6285_MARKER: DD = SURVEY DISK
 AE6285_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6285_STAMPING: RM-1 1123-20
 AE6285_MARK LOGO: SJRWMD
 AE6285_MAGNETIC: I = MARKER IS A STEEL ROD
 AE6285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6285+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1995
 AE6285
 AE6285  HISTORY     - Date     Condition        Report By
 AE6285  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6285  HISTORY     - 19950915 GOOD             FLDEP
 AE6285  HISTORY     - 20211104 MARK NOT FOUND   GEOCAC
 AE6285
 AE6285                          STATION DESCRIPTION
 AE6285
 AE6285'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6285'THE MARK IS ABOUT 14.0 MI (22.5 KM) SOUTHEAST OF KENANSVILLE IN
 AE6285'SECTION 36, TOWNSHIP 30 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AE6285'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6285'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6285'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6285'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6285'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6285'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6285'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST
 AE6285'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74,
 AE6285'PASS THROUGH THE GATE AND CONTINUE EAST ON LEVEE 74 FOR 2.35 MI (3.78
 AE6285'KM) TO THE MARK ON THE RIGHT, SET ON THE SOUTH FACE SLOPE, FLUSH WITH
 AE6285'THE GROUND, A SJRWMD ALUMINUM DISK SET ON THE TOP OF A COPPER COATED
 AE6285'COATED STEEL ROD SURROUNDED BY AN 8-INCH STOVE PIPE FILLED WITH
 AE6285'CONCRETE. LOCATED 48.0 FT (14.6 M) NORTHEAST OF A DOCK TO A TELEMERELY
 AE6285'STATION, 45.2 FT (13.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 AE6285'LEVEE ROAD AND 1.3 FT (0.4 M) EAST OF A 2-INCH PVC PIPE WITNESS POST.
 AE6285'NOTE FOR KEY CONTACT TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT
 AE6285'DISTICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277.
 AE6285
 AE6285                          STATION RECOVERY (2021)
 AE6285
 AE6285'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AE6285'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6219 ***********************************************************************
 AE6219  DESIGNATION -  1125 20
 AE6219  PID         -  AE6219
 AE6219  STATE/COUNTY-  FL/BREVARD
 AE6219  COUNTRY     -  US
 AE6219  USGS QUAD   -  KENANSVILLE SE (2018)
 AE6219
 AE6219                         *CURRENT SURVEY CONTROL
 AE6219  ______________________________________________________________________
 AE6219* NAD 83(1986) POSITION- 27 49 21.     (N) 080 47 44.     (W)   SCALED
 AE6219* NAVD 88 ORTHO HEIGHT -     7.736 (meters)       25.38  (feet) ADJUSTED
 AE6219  ______________________________________________________________________
 AE6219  GEOID HEIGHT    -        -27.442 (meters)                     GEOID18
 AE6219  DYNAMIC HEIGHT  -          7.724 (meters)       25.34  (feet) COMP
 AE6219  MODELED GRAVITY -    979,156.9   (mgal)                       NAVD 88
 AE6219
 AE6219  VERT ORDER      -  SECOND    CLASS I
 AE6219
 AE6219.The horizontal coordinates were scaled from a map and have
 AE6219.an estimated accuracy of +/- 6 seconds.
 AE6219
 AE6219.The orthometric height was determined by differential leveling and
 AE6219.adjusted by the NATIONAL GEODETIC SURVEY
 AE6219.in February 1998.
 AE6219
 AE6219.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6219.GEOID18 height accuracy estimate available here.
 AE6219
 AE6219.Click photographs - Photos may exist for this station.
 AE6219
 AE6219.The dynamic height is computed by dividing the NAVD 88
 AE6219.geopotential number by the normal gravity value computed on the
 AE6219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6219.degrees latitude (g = 980.6199 gals.).
 AE6219
 AE6219.The modeled gravity was interpolated from observed gravity values.
 AE6219
 AE6219;                    North         East    Units  Estimated Accuracy
 AE6219;SPC FL E     -   386,560.      220,140.      MT  (+/- 180 meters Scaled)
 AE6219
 AE6219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL201775(NAD 83)
 AE6219
 AE6219                          SUPERSEDED SURVEY CONTROL
 AE6219
 AE6219.No superseded survey control is available for this station.
 AE6219
 AE6219_MARKER: DD = SURVEY DISK
 AE6219_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6219_STAMPING: BM 1125-20
 AE6219_MARK LOGO: SJRWMD
 AE6219_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6219+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1995
 AE6219
 AE6219  HISTORY     - Date     Condition        Report By
 AE6219  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6219  HISTORY     - 19950915 GOOD             FLDEP
 AE6219  HISTORY     - 20211104 MARK NOT FOUND   GEOCAC
 AE6219
 AE6219                          STATION DESCRIPTION
 AE6219
 AE6219'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6219'THE MARK IS ABOUT 12.5 MI (20.1 KM) SOUTHEAST OF KENANSVILLE IN
 AE6219'SECTION 35, TOWNSHIP 30 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AE6219'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6219'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6219'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6219'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6219'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6219'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6219'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST
 AE6219'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74,
 AE6219'PASS THROUGH THE GATE AND CONTINUE EAST ON LEVEE 74 FOR 0.95 MI (1.53
 AE6219'KM) TO THE MARK ON THE LEFT, SET ON THE NORTH FACE SLOPE, A SJRWMD
 AE6219'ALUMINUM DISK SET ON THE TOP OF A COPPER COATED STEEL ROD, SURROUNDED
 AE6219'BY AN 8-INCH STOVE PIPE FILLED WITH CONCRETE, RECESSED 0.5 FT (15.2
 AE6219'CM) BELOW THE LEVEL OF THE GROUND. LOCATED 195.0 FT (59.4 M) WEST OF
 AE6219'PLATFORM NUMBER S250D, 36.0 FT (11.0 M) NORTH OF LEVEE 74 WEST TOP
 AE6219'CENTER AND 0.7 FT (21.3 CM) SOUTH OF A SJRWMD METAL WITNESS POST. NOTE
 AE6219'FOR KEY CONTACT TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT,
 AE6219'PALATKA, FL.  PHONE NUMBER (904) 329-4277.
 AE6219
 AE6219                          STATION RECOVERY (2021)
 AE6219
 AE6219'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AE6219'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6218 ***********************************************************************
 AE6218  DESIGNATION -  1126 20
 AE6218  PID         -  AE6218
 AE6218  STATE/COUNTY-  FL/BREVARD
 AE6218  COUNTRY     -  US
 AE6218  USGS QUAD   -  KENANSVILLE SE (2018)
 AE6218
 AE6218                         *CURRENT SURVEY CONTROL
 AE6218  ______________________________________________________________________
 AE6218* NAD 83(1986) POSITION- 27 49 21.     (N) 080 48 32.     (W)   SCALED
 AE6218* NAVD 88 ORTHO HEIGHT -     8.718 (meters)       28.60  (feet) ADJUSTED
 AE6218  ______________________________________________________________________
 AE6218  GEOID HEIGHT    -        -27.414 (meters)                     GEOID18
 AE6218  DYNAMIC HEIGHT  -          8.705 (meters)       28.56  (feet) COMP
 AE6218  MODELED GRAVITY -    979,157.4   (mgal)                       NAVD 88
 AE6218
 AE6218  VERT ORDER      -  SECOND    CLASS I
 AE6218
 AE6218.The horizontal coordinates were scaled from a map and have
 AE6218.an estimated accuracy of +/- 6 seconds.
 AE6218
 AE6218.The orthometric height was determined by differential leveling and
 AE6218.adjusted by the NATIONAL GEODETIC SURVEY
 AE6218.in February 1998.
 AE6218
 AE6218.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6218.GEOID18 height accuracy estimate available here.
 AE6218
 AE6218.Click photographs - Photos may exist for this station.
 AE6218
 AE6218.The dynamic height is computed by dividing the NAVD 88
 AE6218.geopotential number by the normal gravity value computed on the
 AE6218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6218.degrees latitude (g = 980.6199 gals.).
 AE6218
 AE6218.The modeled gravity was interpolated from observed gravity values.
 AE6218
 AE6218;                    North         East    Units  Estimated Accuracy
 AE6218;SPC FL E     -   386,560.      218,830.      MT  (+/- 180 meters Scaled)
 AE6218
 AE6218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL188775(NAD 83)
 AE6218
 AE6218                          SUPERSEDED SURVEY CONTROL
 AE6218
 AE6218.No superseded survey control is available for this station.
 AE6218
 AE6218_MARKER: DD = SURVEY DISK
 AE6218_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6218_STAMPING: BM 1126-20
 AE6218_MARK LOGO: SJRWMD
 AE6218_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6218+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1995
 AE6218
 AE6218  HISTORY     - Date     Condition        Report By
 AE6218  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6218  HISTORY     - 19950915 GOOD             FLDEP
 AE6218  HISTORY     - 20211104 MARK NOT FOUND   GEOCAC
 AE6218
 AE6218                          STATION DESCRIPTION
 AE6218
 AE6218'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6218'THE MARK IS ABOUT 11.75 MI (18.91 KM) SOUTHEAST OF KENANSVILLE IN
 AE6218'SECTION 34, TOWNSHIP 30 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AE6218'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6218'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6218'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6218'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6218'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6218'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6218'ON THE LEFT, BEAR RIGHT AND CONTINUE EAST-SOUTHEAST ON FELLSMERE ROAD
 AE6218'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74,
 AE6218'PASS THROUGH THE GATE AND CONTINUE EAST ON LEVEE 74 FOR 0.15 MI (0.24
 AE6218'KM) TO THE MARK ON THE LEFT, SET ON THE NORTH FACE SLOPE, A SJRWMD
 AE6218'ALUMINUM DISK SET ON THE TOP OF A COPPER COATED STEEL ROD, SURROUNDED
 AE6218'BY AN 8-INCH STOVE PIPE FILLED WITH CONCRETE. LOCATED 457.5 FT (139.4
 AE6218'M) EAST OF THE CENTER OF THE METAL GATE AT THE ENTRANCE TO LEVEE 74
 AE6218'WEST, 13.5 FT (4.1 M) NORTH OF LEVEE 74 WEST TOP CENTER AND 0.6 FT
 AE6218'(18.3 CM) SOUTH OF A SJRWMD METAL WITNESS POST. NOTE FOR KEY CONTACT
 AE6218'TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE
 AE6218'NUMBER (904) 329-4277.
 AE6218
 AE6218                          STATION RECOVERY (2021)
 AE6218
 AE6218'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AE6218'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0005 ***********************************************************************
 AL0005  DESIGNATION -  113
 AL0005  PID         -  AL0005
 AL0005  STATE/COUNTY-  FL/PINELLAS
 AL0005  COUNTRY     -  US
 AL0005  USGS QUAD   -  DUNEDIN (2018)
 AL0005
 AL0005                         *CURRENT SURVEY CONTROL
 AL0005  ______________________________________________________________________
 AL0005* NAD 83(1986) POSITION- 28 01 25.     (N) 082 47 23.     (W)   SCALED
 AL0005* NAVD 88 ORTHO HEIGHT -     2.702 (meters)        8.86  (feet) ADJUSTED
 AL0005  ______________________________________________________________________
 AL0005  GEOID HEIGHT    -        -24.775 (meters)                     GEOID18
 AL0005  DYNAMIC HEIGHT  -          2.698 (meters)        8.85  (feet) COMP
 AL0005  MODELED GRAVITY -    979,185.4   (mgal)                       NAVD 88
 AL0005
 AL0005  VERT ORDER      -  SECOND    CLASS II
 AL0005
 AL0005.The horizontal coordinates were scaled from a map and have
 AL0005.an estimated accuracy of +/- 6 seconds.
 AL0005
 AL0005.The orthometric height was determined by differential leveling and
 AL0005.adjusted by the NATIONAL GEODETIC SURVEY
 AL0005.in June 1991.
 AL0005
 AL0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0005.GEOID18 height accuracy estimate available here.
 AL0005
 AL0005.Click photographs - Photos may exist for this station.
 AL0005
 AL0005.The dynamic height is computed by dividing the NAVD 88
 AL0005.geopotential number by the normal gravity value computed on the
 AL0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0005.degrees latitude (g = 980.6199 gals.).
 AL0005
 AL0005.The modeled gravity was interpolated from observed gravity values.
 AL0005
 AL0005;                    North         East    Units  Estimated Accuracy
 AL0005;SPC FL W     -   409,080.      122,340.      MT  (+/- 180 meters Scaled)
 AL0005
 AL0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM240011(NAD 83)
 AL0005
 AL0005                          SUPERSEDED SURVEY CONTROL
 AL0005
 AL0005  NGVD 29 (??/??/92)    2.962  (m)            9.72   (f) ADJ UNCH    2 2
 AL0005
 AL0005.Superseded values are not recommended for survey control.
 AL0005
 AL0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0005.See file dsdata.pdf to determine how the superseded data were derived.
 AL0005
 AL0005_MARKER: DD = SURVEY DISK
 AL0005_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL0005_SP_SET: INLET
 AL0005_STAMPING: 113 SRD
 AL0005_MARK LOGO: FLSRD
 AL0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0005
 AL0005  HISTORY     - Date     Condition        Report By
 AL0005  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0005  HISTORY     - 1975     GOOD             FLDT
 AL0005  HISTORY     - 1983     GOOD             USPSQD
 AL0005  HISTORY     - 1989     GOOD             USPSQD
 AL0005
 AL0005                          STATION DESCRIPTION
 AL0005
 AL0005'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0005'AT W DUNEDIN.
 AL0005'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. 19 AND
 AL0005'S.R. S-586 (CURLEW RD.), RUN SOUTHERLY ALONG U.S. ALT. 19 FOR
 AL0005'1.90 MILE.  STATION ON LEFT, 200 FT. N. OF WILSON ST. AND 25 FT.
 AL0005'E. OF BAYSHORE BLVD. (U.S. ALT. 19).  SET IN TOP OF INLET.
 AL0005'SECTION 27, T28S, R15E.
 AL0005
 AL0005                          STATION RECOVERY (1983)
 AL0005
 AL0005'RECOVERY NOTE BY US POWER SQUADRON 1983
 AL0005'RECOVERED IN GOOD CONDITION.
 AL0005
 AL0005                          STATION RECOVERY (1989)
 AL0005
 AL0005'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0006 ***********************************************************************
 AL0006  DESIGNATION -  114
 AL0006  PID         -  AL0006
 AL0006  STATE/COUNTY-  FL/PINELLAS
 AL0006  COUNTRY     -  US
 AL0006  USGS QUAD   -  DUNEDIN (2018)
 AL0006
 AL0006                         *CURRENT SURVEY CONTROL
 AL0006  ______________________________________________________________________
 AL0006* NAD 83(1986) POSITION- 28 01 14.4    (N) 082 47 22.2    (W)   HD_HELD2
 AL0006* NAVD 88 ORTHO HEIGHT -     0.937 (meters)        3.07  (feet) ADJUSTED
 AL0006  ______________________________________________________________________
 AL0006  GEOID HEIGHT    -        -24.769 (meters)                     GEOID18
 AL0006  DYNAMIC HEIGHT  -          0.935 (meters)        3.07  (feet) COMP
 AL0006  MODELED GRAVITY -    979,185.1   (mgal)                       NAVD 88
 AL0006
 AL0006  VERT ORDER      -  SECOND    CLASS II
 AL0006
 AL0006.The horizontal coordinates were established by autonomous hand held GPS
 AL0006.observations and have an estimated accuracy of +/- 10 meters.
 AL0006
 AL0006.The orthometric height was determined by differential leveling and
 AL0006.adjusted by the NATIONAL GEODETIC SURVEY
 AL0006.in June 1991.
 AL0006
 AL0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0006.GEOID18 height accuracy estimate available here.
 AL0006
 AL0006.Click photographs - Photos may exist for this station.
 AL0006
 AL0006.The dynamic height is computed by dividing the NAVD 88
 AL0006.geopotential number by the normal gravity value computed on the
 AL0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0006.degrees latitude (g = 980.6199 gals.).
 AL0006
 AL0006.The modeled gravity was interpolated from observed gravity values.
 AL0006
 AL0006;                    North         East    Units  Estimated Accuracy
 AL0006;SPC FL W     -   408,750.      122,361.      MT  (+/- 10 meters HH2 GPS)
 AL0006
 AL0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2406900782(NAD 83)
 AL0006
 AL0006                          SUPERSEDED SURVEY CONTROL
 AL0006
 AL0006  NGVD 29 (??/??/92)    1.197  (m)            3.93   (f) ADJ UNCH    2 2
 AL0006
 AL0006.Superseded values are not recommended for survey control.
 AL0006
 AL0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0006.See file dsdata.pdf to determine how the superseded data were derived.
 AL0006
 AL0006_MARKER: DD = SURVEY DISK
 AL0006_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0006_SP_SET: CULVERT
 AL0006_STAMPING: 114
 AL0006_MARK LOGO: FLSRD
 AL0006_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0006+STABILITY: SURFACE MOTION
 AL0006
 AL0006  HISTORY     - Date     Condition        Report By
 AL0006  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0006  HISTORY     - 1975     GOOD             FLDT
 AL0006  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AL0006  HISTORY     - 20090914 GOOD             FLDEP
 AL0006
 AL0006                          STATION DESCRIPTION
 AL0006
 AL0006'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0006'AT W DUNEDIN.
 AL0006'TO REACH STATION FROM THE INTERSECTION OF U.S. ALT. 19 AND S.R.
 AL0006'S-586 (CURLEW RD.), RUN SOUTHERLY ALONG U.S. ALT. 19 FOR 2.15
 AL0006'MILES.  STATION ON LEFT, 500 FT. S/SE OF CEDAR STREET, 63 FT.
 AL0006'E. OF POWER POLE (NO NUMBER) 39.5 FT. E. OF CENTERLINE OF
 AL0006'BAYSHORE BLVD. (U.S. ALT. 19).  SET IN TOP OF CONCRETE HEADWALL.
 AL0006'SECTION 27, T28S, R15E.
 AL0006
 AL0006                          STATION RECOVERY (1983)
 AL0006
 AL0006'RECOVERY NOTE BY US POWER SQUADRON 1983
 AL0006'MARK NOT FOUND.
 AL0006
 AL0006                          STATION RECOVERY (2009)
 AL0006
 AL0006'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AL0006'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5321 ***********************************************************************
 DG5321  DESIGNATION -  114 JAS
 DG5321  PID         -  DG5321
 DG5321  STATE/COUNTY-  FL/MARION
 DG5321  COUNTRY     -  US
 DG5321  USGS QUAD   -  FORT MCCOY (2018)
 DG5321
 DG5321                         *CURRENT SURVEY CONTROL
 DG5321  ______________________________________________________________________
 DG5321* NAD 83(1986) POSITION- 29 16 28.85   (N) 081 53 16.07   (W)   HD_HELD1
 DG5321* NAVD 88 ORTHO HEIGHT -    18.478 (meters)       60.62  (feet) ADJUSTED
 DG5321  ______________________________________________________________________
 DG5321  GEOID HEIGHT    -        -28.100 (meters)                     GEOID18
 DG5321  DYNAMIC HEIGHT  -         18.453 (meters)       60.54  (feet) COMP
 DG5321  MODELED GRAVITY -    979,260.6   (mgal)                       NAVD 88
 DG5321
 DG5321  VERT ORDER      -  SECOND    CLASS I
 DG5321
 DG5321.The horizontal coordinates were determined by differentially corrected
 DG5321.hand held GPS observations or other comparable positioning techniques
 DG5321.and have an estimated accuracy of +/- 3 meters.
 DG5321
 DG5321.The orthometric height was determined by differential leveling and
 DG5321.adjusted by the NATIONAL GEODETIC SURVEY
 DG5321.in August 2004.
 DG5321
 DG5321.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5321.GEOID18 height accuracy estimate available here.
 DG5321
 DG5321.Click photographs - Photos may exist for this station.
 DG5321
 DG5321.The dynamic height is computed by dividing the NAVD 88
 DG5321.geopotential number by the normal gravity value computed on the
 DG5321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5321.degrees latitude (g = 980.6199 gals.).
 DG5321
 DG5321.The modeled gravity was interpolated from observed gravity values.
 DG5321
 DG5321;                    North         East    Units  Estimated Accuracy
 DG5321;SPC FL W     -   547,478.5     210,903.2     MT  (+/- 3 meters HH1 GPS) 
 DG5321
 DG5321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN1375638745(NAD 83)
 DG5321
 DG5321                          SUPERSEDED SURVEY CONTROL
 DG5321
 DG5321.No superseded survey control is available for this station.
 DG5321
 DG5321_MARKER: DD = SURVEY DISK
 DG5321_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG5321_STAMPING: 62 114 JAS 1966
 DG5321_MARK LOGO: USGS
 DG5321_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5321+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2000
 DG5321
 DG5321  HISTORY     - Date     Condition        Report By
 DG5321  HISTORY     - 1966     MONUMENTED       USGS
 DG5321  HISTORY     - 20000427 GOOD             FLDEP
 DG5321
 DG5321                          STATION DESCRIPTION
 DG5321
 DG5321'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5321'THE MARK IS ABOUT 12.6 MI (20.3 KM) EAST OF SILVER SPRINGS, 8.4 MI
 DG5321'(13.5 KM) WEST OF SALT SPRINGS, IN SECTION 15, TOWNSHIP 14 SOUTH,
 DG5321'RANGE 24 EAST. TO REACH THE MARK FROM THE T-JUNCTION OF STATE ROAD 40
 DG5321'AND COUNTY ROAD 326, 1.5 MI (2.4 KM) EAST OF SILVER SPRINGS, GO EAST
 DG5321'ON STATE ROAD 40 FOR 5.0 MI (8.0 KM) TO THE JUNCTION OF COUNTY ROAD
 DG5321'314, TURN LEFT ON COUNTY ROAD 314 AND GO NORTHEASTERLY FOR 7.7 MI
 DG5321'(12.4 KM) TO THE JUNCTION OF COUNTY ROAD 314A ON THE RIGHT AND THE
 DG5321'MARK ON THE LEFT, SET IN TOP OF A 0.6 FT (18.3 CM) X 0.6 FT (18.3 CM)
 DG5321'PREFABRICATED CONCRETE POST FLUSH WITH THE GROUND AND 1.5 FT (0.5 M)
 DG5321'ABOVE THE LEVEL OF COUNTY ROAD 314. LOCATED 49.0 FT (14.9 M) NORTH OF
 DG5321'THE APPROXIMATE CENTERLINE OF COUNTY ROAD 314, 34.5 FT (10.5 M) WEST
 DG5321'OF THE APPROXIMATE EXTENDED CENTERLINE OF COUNTY ROAD 314A, 6.0 FT
 DG5321'(1.8 M) SOUTHWEST OF A POWER POLE WITH 4 GUY WIRES ATTACHED AND 1.0 FT
 DG5321'(0.3 M) SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6299 ***********************************************************************
 AE6299  DESIGNATION -  1140 20
 AE6299  PID         -  AE6299
 AE6299  STATE/COUNTY-  FL/INDIAN RIVER
 AE6299  COUNTRY     -  US
 AE6299  USGS QUAD   -  NORTH OF GUM SLOUGH (2018)
 AE6299
 AE6299                         *CURRENT SURVEY CONTROL
 AE6299  ______________________________________________________________________
 AE6299* NAD 83(1986) POSITION- 27 38 27.     (N) 080 39 30.     (W)   SCALED
 AE6299* NAVD 88 ORTHO HEIGHT -     6.982 (meters)       22.91  (feet) ADJUSTED
 AE6299  ______________________________________________________________________
 AE6299  GEOID HEIGHT    -        -27.316 (meters)                     GEOID18
 AE6299  DYNAMIC HEIGHT  -          6.972 (meters)       22.87  (feet) COMP
 AE6299  MODELED GRAVITY -    979,146.3   (mgal)                       NAVD 88
 AE6299
 AE6299  VERT ORDER      -  SECOND    CLASS I
 AE6299
 AE6299.The horizontal coordinates were scaled from a map and have
 AE6299.an estimated accuracy of +/- 6 seconds.
 AE6299
 AE6299.The orthometric height was determined by differential leveling and
 AE6299.adjusted by the NATIONAL GEODETIC SURVEY
 AE6299.in February 1998.
 AE6299
 AE6299.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6299.GEOID18 height accuracy estimate available here.
 AE6299
 AE6299.Click photographs - Photos may exist for this station.
 AE6299
 AE6299.The dynamic height is computed by dividing the NAVD 88
 AE6299.geopotential number by the normal gravity value computed on the
 AE6299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6299.degrees latitude (g = 980.6199 gals.).
 AE6299
 AE6299.The modeled gravity was interpolated from observed gravity values.
 AE6299
 AE6299;                    North         East    Units  Estimated Accuracy
 AE6299;SPC FL E     -   366,460.      233,720.      MT  (+/- 180 meters Scaled)
 AE6299
 AE6299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL337574(NAD 83)
 AE6299
 AE6299                          SUPERSEDED SURVEY CONTROL
 AE6299
 AE6299.No superseded survey control is available for this station.
 AE6299
 AE6299_MARKER: DD = SURVEY DISK
 AE6299_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6299_STAMPING: 1140 20
 AE6299_MARK LOGO: SJRWMD
 AE6299_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6299+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1995
 AE6299
 AE6299  HISTORY     - Date     Condition        Report By
 AE6299  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6299  HISTORY     - 19951029 GOOD             FLDEP
 AE6299
 AE6299                          STATION DESCRIPTION
 AE6299
 AE6299'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6299'16.0 MI (25.7 KM) WEST OF VERO BEACH, 10.0 MI (16.1 KM) SOUTH OF
 AE6299'FELLSMERE ON LEVEE 77 PARALLEL WITH STATE HIGHWAY 60 IN SECTION 4,
 AE6299'TOWNSHIP 33 SOUTH, RANGE 37 EAST. TO REACH THE MARK FROM THE JUNCTION
 AE6299'OF U.S. HIGHWAY 1 AND STATE ROAD 60 FOR 15.45 MI (24.86 KM) TO THE
 AE6299'JUNCTION OF COUNTY ROAD 512 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD
 AE6299'512 AND GO NORTH FOR 1.5 MI (2.4 KM) TO A RECREATION AREA, TURN LEFT
 AE6299'AND GO WEST THEN SOUTH FOR 200.0 FEET (61.0 M) TO THE LOCKED ENTRANCE
 AE6299'GATE TO SOUTH 77, PASSING THROUGH THE LOCKED GATE, CONTINUE SOUTH ON
 AE6299'LEVEE 77 FOR 1.4 MI (2.3 KM) TO A 90 DEGREE TURN TO THE RIGHT, TURN
 AE6299'RIGHT AND CONTINUE WEST ON LEVEE 77 FOR 0.9 MI (1.4 KM) TO MARK ON
 AE6299'RIGHT, A SJRWMD ALUMINUM CAP SET ON TOP OF A 5/8 INCH COPPER COATED
 AE6299'ROD DRIVEN INTO THE GROUND AND SURROUNDED BY AN 8 INCH STOVE PIPE
 AE6299'FILLED WITH CONCRETE, ON THE NORTH FACE SLOPE, FLUSH WITH THE GROUND,
 AE6299'0.10 MI (0.16 KM) EAST OF Y 435 1995, 26.0 FEET (7.9 M) NORTH OF THE
 AE6299'TOP CENTER OF LEVEE 7, AND 1.2 FEET (0.4 M) SOUTH OF A SJRWMD METAL
 AE6299'WITNESS POST. NOTE  FOR KEY CONTACT TOMMY WALTERS, ST JOHNS WATER
 AE6299'MANAGEMENT DISTRICT, PALATKA, FL  PHONE NUMBER (904) 329-4277.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6149 ***********************************************************************
 AE6149  DESIGNATION -  1140 20 RM 1
 AE6149  PID         -  AE6149
 AE6149  STATE/COUNTY-  FL/INDIAN RIVER
 AE6149  COUNTRY     -  US
 AE6149  USGS QUAD   -  NORTH OF GUM SLOUGH (2018)
 AE6149
 AE6149                         *CURRENT SURVEY CONTROL
 AE6149  ______________________________________________________________________
 AE6149* NAD 83(1986) POSITION- 27 38 27.     (N) 080 39 28.     (W)   SCALED
 AE6149* NAVD 88 ORTHO HEIGHT -     7.289 (meters)       23.91  (feet) ADJUSTED
 AE6149  ______________________________________________________________________
 AE6149  GEOID HEIGHT    -        -27.317 (meters)                     GEOID18
 AE6149  DYNAMIC HEIGHT  -          7.278 (meters)       23.88  (feet) COMP
 AE6149  MODELED GRAVITY -    979,146.3   (mgal)                       NAVD 88
 AE6149
 AE6149  VERT ORDER      -  SECOND    CLASS I
 AE6149
 AE6149.The horizontal coordinates were scaled from a map and have
 AE6149.an estimated accuracy of +/- 6 seconds.
 AE6149
 AE6149.The orthometric height was determined by differential leveling and
 AE6149.adjusted by the NATIONAL GEODETIC SURVEY
 AE6149.in February 1998.
 AE6149
 AE6149.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6149.GEOID18 height accuracy estimate available here.
 AE6149
 AE6149.Click photographs - Photos may exist for this station.
 AE6149
 AE6149.The dynamic height is computed by dividing the NAVD 88
 AE6149.geopotential number by the normal gravity value computed on the
 AE6149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6149.degrees latitude (g = 980.6199 gals.).
 AE6149
 AE6149.The modeled gravity was interpolated from observed gravity values.
 AE6149
 AE6149;                    North         East    Units  Estimated Accuracy
 AE6149;SPC FL E     -   366,460.      233,770.      MT  (+/- 180 meters Scaled)
 AE6149
 AE6149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL337574(NAD 83)
 AE6149
 AE6149                          SUPERSEDED SURVEY CONTROL
 AE6149
 AE6149.No superseded survey control is available for this station.
 AE6149
 AE6149_MARKER: DD = SURVEY DISK
 AE6149_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6149_STAMPING: 1140 20 RM1 FB94 156 PG 37
 AE6149_MARK LOGO: SJRWMD
 AE6149_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6149+SATELLITE: SATELLITE OBSERVATIONS - October 29, 1995
 AE6149
 AE6149  HISTORY     - Date     Condition        Report By
 AE6149  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6149  HISTORY     - 19951029 GOOD             FLDEP
 AE6149  HISTORY     - 20221222 MARK NOT FOUND   GEOCAC
 AE6149
 AE6149                          STATION DESCRIPTION
 AE6149
 AE6149'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6149'THE MARK IS ABOUT 16.0 MI (25.7 KM) WEST OF VERO BEACH, 10.0 MI (16.1
 AE6149'KM) SOUTH OF FELLSMERE ON LEVEE 77 PARALLEL WITH STATE HIGHWAY 60 IN
 AE6149'SECTION 4, TOWNSHIP 33 SOUTH, RANGE 37 EAST. TO REACH THE MARK FROM
 AE6149'THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD 60 IN VERO BEACH, GO
 AE6149'WEST ON STATE ROAD 60 FOR 15.45 MI (24.86 KM) TO THE JUNCTION OF
 AE6149'COUNTY ROAD 512 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 512 AND GO
 AE6149'NORTH FOR 1.5 MI (2.4 KM) TO A RECREATION AREA, TURN LEFT AND GO WEST
 AE6149'THAN SOUTH FOR ABOUT 200.0 FT (61.0 M) TO THE LOCKED ENTRANCE GATE TO
 AE6149'SOUTH LEVEE 77, PASSING THROUGH THE LOCKED GATE, CONTINUE SOUTH ON
 AE6149'LEVEE 77 FOR 1.4 MI (2.3 KM) TO A 90 DEGREE TURN TO THE RIGHT, TURN
 AE6149'RIGHT AND CONTINUE WEST ON LEVEE 77 FOR 0.85 MI (1.37 KM) TO THE MARK
 AE6149'ON THE RIGHT, A SJRWMD ALUMINUM CUP SET ON THE TOP OF A 5/8-INCH
 AE6149'COPPER COATED ROD DRIVIN INTO THE GROUND AND SURROUNDED BY AN 8-INCH
 AE6149'STOVE PIPE FILLED WITH CONCRETE, ON THE NORTH FACE SLOPE, FLUSH WITH
 AE6149'THE GROUND. LOCATED 0.15 MI (0.24 KM) EAST OF Y 435 1995, 21.0 FT (6.4
 AE6149'M) NORTH OF THE TOP CENTER OF LEVEE 77 AND 1.2 FT (0.4 M) SOUTH OF A
 AE6149'SJRWMD METAL WITNESS POST. NOTE FOR KEY CONTACT TOMMY WALTERS, ST.
 AE6149'JOHNS WATER MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904)
 AE6149'329-4277.
 AE6149
 AE6149                          STATION RECOVERY (2022)
 AE6149
 AE6149'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AE6149'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6148 ***********************************************************************
 AE6148  DESIGNATION -  1141 20
 AE6148  PID         -  AE6148
 AE6148  STATE/COUNTY-  FL/INDIAN RIVER
 AE6148  COUNTRY     -  US
 AE6148  USGS QUAD   -  NORTH OF GUM SLOUGH (2018)
 AE6148
 AE6148                         *CURRENT SURVEY CONTROL
 AE6148  ______________________________________________________________________
 AE6148* NAD 83(1986) POSITION- 27 38 27.     (N) 080 38 38.     (W)   SCALED
 AE6148* NAVD 88 ORTHO HEIGHT -     7.449 (meters)       24.44  (feet) ADJUSTED
 AE6148  ______________________________________________________________________
 AE6148  GEOID HEIGHT    -        -27.340 (meters)                     GEOID18
 AE6148  DYNAMIC HEIGHT  -          7.438 (meters)       24.40  (feet) COMP
 AE6148  MODELED GRAVITY -    979,146.6   (mgal)                       NAVD 88
 AE6148
 AE6148  VERT ORDER      -  SECOND    CLASS I
 AE6148
 AE6148.The horizontal coordinates were scaled from a map and have
 AE6148.an estimated accuracy of +/- 6 seconds.
 AE6148
 AE6148.The orthometric height was determined by differential leveling and
 AE6148.adjusted by the NATIONAL GEODETIC SURVEY
 AE6148.in February 1998.
 AE6148
 AE6148.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6148.GEOID18 height accuracy estimate available here.
 AE6148
 AE6148.Click photographs - Photos may exist for this station.
 AE6148
 AE6148.The dynamic height is computed by dividing the NAVD 88
 AE6148.geopotential number by the normal gravity value computed on the
 AE6148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6148.degrees latitude (g = 980.6199 gals.).
 AE6148
 AE6148.The modeled gravity was interpolated from observed gravity values.
 AE6148
 AE6148;                    North         East    Units  Estimated Accuracy
 AE6148;SPC FL E     -   366,460.      235,140.      MT  (+/- 180 meters Scaled)
 AE6148
 AE6148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL351574(NAD 83)
 AE6148
 AE6148                          SUPERSEDED SURVEY CONTROL
 AE6148
 AE6148.No superseded survey control is available for this station.
 AE6148
 AE6148_MARKER: DD = SURVEY DISK
 AE6148_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6148_STAMPING: 1141-20
 AE6148_MARK LOGO: SJRWMD
 AE6148_PROJECTION: FLUSH
 AE6148_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6148+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1995
 AE6148_ROD/PIPE-DEPTH: 16.8 meters
 AE6148
 AE6148  HISTORY     - Date     Condition        Report By
 AE6148  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6148  HISTORY     - 19950624 GOOD             FLDEP
 AE6148  HISTORY     - 20221222 MARK NOT FOUND   GEOCAC
 AE6148
 AE6148                          STATION DESCRIPTION
 AE6148
 AE6148'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6148'THE MARK IS ABOUT 15.5 MI (24.9 KM) WEST OF VERO BEACH, 10.0 MI (16.1
 AE6148'KM) SOUTH OF FELLSMERE ON LEVEE 77 PARALLEL WITH COUNTY ROAD 512 AND
 AE6148'PARALLEL WITH STATE ROAD 60 IN SECTION 4, TOWNSHIP 33 SOUTH, RANGE 37
 AE6148'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 AE6148'ROAD 60 IN VERO BEACH, GO WEST ON STATE ROAD 60 FOR 15.45 MI (24.86
 AE6148'KM) TO THE JUNCTION OF COUNTY ROAD 512 ON THE RIGHT, TURN RIGHT ON
 AE6148'COUNTY ROAD 512 AND GO NORTH FOR 1.5 MI (2.4 KM) TO A RECREATION AREA,
 AE6148'TURN LEFT AND GO WEST THAN SOUTH FOR ABOUT 200.0 FT (61.0 M) TO THE
 AE6148'ENTRANCE GATE TO SOUTH LEVEE 77, PASSING THROUGH THE LOCKED GATE
 AE6148'CONTINUE SOUTH ON LEVEE 77 FOR 1.4 MI (2.3 KM) TO THE MARK ON THE
 AE6148'RIGHT, ON THE NORTHWEST SIDE OF THE LEVEE, A COPPER COATED STEEL ROD
 AE6148'DRIVEN TO THE DEPTH OF 55.0 FT (16.8 M) WITH A SJRWMD DISC ON TOP AND
 AE6148'SURROUNDED BY AN 8-INCH STOVEPIPE FILLED WITH CONCRETE. LOCATED 21.0
 AE6148'FT (6.4 M) NORTHWEST OF THE TOP OF LEVEE 77 CENTER AND 1.0 FT (0.3 M)
 AE6148'SOUTHEAST OF A METAL WITNESS POST. NOTE FOR KEY CONTACT TOMMY WALTERS,
 AE6148'ST.  JOHN WATER MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904)
 AE6148'329-4277.
 AE6148
 AE6148                          STATION RECOVERY (2022)
 AE6148
 AE6148'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AE6148'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6146 ***********************************************************************
 AE6146  DESIGNATION -  1142 20
 AE6146  PID         -  AE6146
 AE6146  STATE/COUNTY-  FL/INDIAN RIVER
 AE6146  COUNTRY     -  US
 AE6146  USGS QUAD   -  NORTH OF GUM SLOUGH (2018)
 AE6146
 AE6146                         *CURRENT SURVEY CONTROL
 AE6146  ______________________________________________________________________
 AE6146* NAD 83(1986) POSITION- 27 38 49.     (N) 080 38 38.     (W)   SCALED
 AE6146* NAVD 88 ORTHO HEIGHT -     7.425 (meters)       24.36  (feet) ADJUSTED
 AE6146  ______________________________________________________________________
 AE6146  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 AE6146  DYNAMIC HEIGHT  -          7.414 (meters)       24.32  (feet) COMP
 AE6146  MODELED GRAVITY -    979,147.0   (mgal)                       NAVD 88
 AE6146
 AE6146  VERT ORDER      -  SECOND    CLASS I
 AE6146
 AE6146.The horizontal coordinates were scaled from a map and have
 AE6146.an estimated accuracy of +/- 6 seconds.
 AE6146
 AE6146.The orthometric height was determined by differential leveling and
 AE6146.adjusted by the NATIONAL GEODETIC SURVEY
 AE6146.in February 1998.
 AE6146
 AE6146.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6146.GEOID18 height accuracy estimate available here.
 AE6146
 AE6146.Click photographs - Photos may exist for this station.
 AE6146
 AE6146.The dynamic height is computed by dividing the NAVD 88
 AE6146.geopotential number by the normal gravity value computed on the
 AE6146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6146.degrees latitude (g = 980.6199 gals.).
 AE6146
 AE6146.The modeled gravity was interpolated from observed gravity values.
 AE6146
 AE6146;                    North         East    Units  Estimated Accuracy
 AE6146;SPC FL E     -   367,140.      235,140.      MT  (+/- 180 meters Scaled)
 AE6146
 AE6146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL351581(NAD 83)
 AE6146
 AE6146                          SUPERSEDED SURVEY CONTROL
 AE6146
 AE6146.No superseded survey control is available for this station.
 AE6146
 AE6146_MARKER: DD = SURVEY DISK
 AE6146_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6146_STAMPING: 1142-20
 AE6146_MARK LOGO: SJRWMD
 AE6146_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6146+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1995
 AE6146
 AE6146  HISTORY     - Date     Condition        Report By
 AE6146  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6146  HISTORY     - 19950624 GOOD             FLDEP
 AE6146  HISTORY     - 20221222 MARK NOT FOUND   GEOCAC
 AE6146
 AE6146                          STATION DESCRIPTION
 AE6146
 AE6146'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6146'THE MARK IS ABOUT 15.5 MI (24.9 KM) WEST OF VERO BEACH, 9.5 MI (15.3
 AE6146'KM) SOUTH OF FELLSMERE ON LEVEE 77 PARALLEL WITH COUNTY ROAD 512 IN
 AE6146'SECTION 04, TOWNSHIP 32 SOUTH, RANGE 37 EAST. TO REACH THE MARK FROM
 AE6146'THE JUNCTION OF U.S. HIGHWAY 1 AND STAT ROAD 60 IN VERO BEACH, GO WEST
 AE6146'ON STATE ROAD 60 FOR 15.45 MI (24.86 KM) TO THE JUNCTION OF COUNTY
 AE6146'ROAD 512 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 512 AND GO NORTH FOR
 AE6146'1.5 MI (2.4 KM) TO THE RECREATION AREA, TURN LEFT AND GO WEST THAN
 AE6146'SOUTH FOR APPROXIMATELY 200.0 FT (61.0 M) TO THE ENTRANCE GATE TO
 AE6146'SOUTH LEVEE 77, PASSING THROUGH THE LOCKED GATE, CONTINUE SOUTH ON
 AE6146'LEVEE 77 FOR 1.0 MI (1.6 KM) TO THE MARK ON THE RIGHT, A COPPER COATED
 AE6146'STEEL ROD DRIVEN INTO THE GROUND WITH A SJRWMD DISC ON TOP AND
 AE6146'SURROUNDED BY AN 8-INCH STOVEPIPE FILLED WITH CONCRETE. LOCATED 590.0
 AE6146'FT (179.8 M) NORTH OF A TELEMETLRY STATION, 25.0 FT (7.6 M) WEST OF
 AE6146'THE TOP OF THE CENTER OF LEVEE 77 AND 1.0 FT (0.3 M) EAST OF A METAL
 AE6146'WITNESS POST. NOTE FOR KEY CONTACT TOMMY WALTERS, ST.  JOHNS WATER
 AE6146'MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277.
 AE6146
 AE6146                          STATION RECOVERY (2022)
 AE6146
 AE6146'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AE6146'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6147 ***********************************************************************
 AE6147  DESIGNATION -  1142 20 RM 1
 AE6147  PID         -  AE6147
 AE6147  STATE/COUNTY-  FL/INDIAN RIVER
 AE6147  COUNTRY     -  US
 AE6147  USGS QUAD   -  NORTH OF GUM SLOUGH (2018)
 AE6147
 AE6147                         *CURRENT SURVEY CONTROL
 AE6147  ______________________________________________________________________
 AE6147* NAD 83(1986) POSITION- 27 38 43.     (N) 080 38 38.     (W)   SCALED
 AE6147* NAVD 88 ORTHO HEIGHT -     7.722 (meters)       25.33  (feet) ADJUSTED
 AE6147  ______________________________________________________________________
 AE6147  GEOID HEIGHT    -        -27.348 (meters)                     GEOID18
 AE6147  DYNAMIC HEIGHT  -          7.710 (meters)       25.30  (feet) COMP
 AE6147  MODELED GRAVITY -    979,146.9   (mgal)                       NAVD 88
 AE6147
 AE6147  VERT ORDER      -  SECOND    CLASS I
 AE6147
 AE6147.The horizontal coordinates were scaled from a map and have
 AE6147.an estimated accuracy of +/- 6 seconds.
 AE6147
 AE6147.The orthometric height was determined by differential leveling and
 AE6147.adjusted by the NATIONAL GEODETIC SURVEY
 AE6147.in February 1998.
 AE6147
 AE6147.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6147.GEOID18 height accuracy estimate available here.
 AE6147
 AE6147.Click photographs - Photos may exist for this station.
 AE6147
 AE6147.The dynamic height is computed by dividing the NAVD 88
 AE6147.geopotential number by the normal gravity value computed on the
 AE6147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6147.degrees latitude (g = 980.6199 gals.).
 AE6147
 AE6147.The modeled gravity was interpolated from observed gravity values.
 AE6147
 AE6147;                    North         East    Units  Estimated Accuracy
 AE6147;SPC FL E     -   366,950.      235,140.      MT  (+/- 180 meters Scaled)
 AE6147
 AE6147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL351579(NAD 83)
 AE6147
 AE6147                          SUPERSEDED SURVEY CONTROL
 AE6147
 AE6147.No superseded survey control is available for this station.
 AE6147
 AE6147_MARKER: DD = SURVEY DISK
 AE6147_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6147_STAMPING: RM-1 1142-20 FB94-156 PG.45
 AE6147_MARK LOGO: SJRWMD
 AE6147_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6147+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1995
 AE6147
 AE6147  HISTORY     - Date     Condition        Report By
 AE6147  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6147  HISTORY     - 19950624 GOOD             FLDEP
 AE6147  HISTORY     - 20221222 MARK NOT FOUND   GEOCAC
 AE6147
 AE6147                          STATION DESCRIPTION
 AE6147
 AE6147'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6147'THE MARK IS ABOUT 15.4 MI (24.8 KM) WEST OF VERO BEACH, 9.6 MI (15.4
 AE6147'KM) SOUTH OF FELLSMERE ON LEVEE 77 PARALLEL WITH COUNTY ROAD 512 IN
 AE6147'SECTION 4, TOWNSHIP 33 SOUTH, RANGE 37 EAST. TO REACH THE MARK FROM
 AE6147'THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD 60 IN VERO BEACH, GO
 AE6147'WEST ON STATE ROAD 60 FOR 15.45 MI (24.86 KM) TO THE JUNCTION OF
 AE6147'COUNTY ROAD 512 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 512 AND GO
 AE6147'NORTH FOR 1.5 MI (2.4 KM) TO THE ENTRANCE TO RECREATION AREA ON THE
 AE6147'LEFT, TURN LEFT AND GO WEST THAN SOUTH FOR APPROXIMATELY 200.0 FT
 AE6147'(61.0 M) TO THE LOCKED ENTRANCE GATE TO SOUTH LEVEE 77, PASSING
 AE6147'THROUGH THE LOCKED GATE, CONTINUE SOUTH ON LEVEE 77 FOR 1.1 MI (1.8
 AE6147'KM) TO THE MARK ON THE LEFT, A SJRWMD ALUMINUM DISK SET ON THE TOP OF
 AE6147'AN 5/8-INCH COPPER COATED STEEL ROD DRIVER INTO THE GROUND AND
 AE6147'SURROUNDED BY AN 8-INCH STOVE PIPE FILLED WITH CONCRETE, ON THE EAST
 AE6147'SLOPE, 0.4 FT (12.2 CM) BELOW THE TOP OF LEVEE 77 AND PROJECTING 1.0
 AE6147'FT (0.3 M) ABOVE THE LEVEL OF THE GROUND. LOCATED 45.8 FT (14.0 M)
 AE6147'EAST OF THE EAST END OF A DOCK WITH A TELEMETER STATION, 24.0 FT (7.3
 AE6147'M) EAST OF THE TOP OF THE CENTER OF LEVEE 77 AND 1.3 FT (0.4 M) EAST
 AE6147'OF A 4-INCH WOODEN WITNESS POST. NOTE FOR KEY CONTACT TOMMY WALTERS,
 AE6147'ST.  JOHNS WATER MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904)
 AE6147'329-4277.
 AE6147
 AE6147                          STATION RECOVERY (2022)
 AE6147
 AE6147'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AE6147'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6145 ***********************************************************************
 AE6145  DESIGNATION -  1143 20
 AE6145  PID         -  AE6145
 AE6145  STATE/COUNTY-  FL/INDIAN RIVER
 AE6145  COUNTRY     -  US
 AE6145  USGS QUAD   -  NORTH OF GUM SLOUGH (2018)
 AE6145
 AE6145                         *CURRENT SURVEY CONTROL
 AE6145  ______________________________________________________________________
 AE6145* NAD 83(1986) POSITION- 27 39 41.     (N) 080 38 38.     (W)   SCALED
 AE6145* NAVD 88 ORTHO HEIGHT -     7.241 (meters)       23.76  (feet) ADJUSTED
 AE6145  ______________________________________________________________________
 AE6145  GEOID HEIGHT    -        -27.377 (meters)                     GEOID18
 AE6145  DYNAMIC HEIGHT  -          7.230 (meters)       23.72  (feet) COMP
 AE6145  MODELED GRAVITY -    979,147.9   (mgal)                       NAVD 88
 AE6145
 AE6145  VERT ORDER      -  SECOND    CLASS I
 AE6145
 AE6145.The horizontal coordinates were scaled from a map and have
 AE6145.an estimated accuracy of +/- 6 seconds.
 AE6145
 AE6145.The orthometric height was determined by differential leveling and
 AE6145.adjusted by the NATIONAL GEODETIC SURVEY
 AE6145.in February 1998.
 AE6145
 AE6145.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6145.GEOID18 height accuracy estimate available here.
 AE6145
 AE6145.Click photographs - Photos may exist for this station.
 AE6145
 AE6145.The dynamic height is computed by dividing the NAVD 88
 AE6145.geopotential number by the normal gravity value computed on the
 AE6145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6145.degrees latitude (g = 980.6199 gals.).
 AE6145
 AE6145.The modeled gravity was interpolated from observed gravity values.
 AE6145
 AE6145;                    North         East    Units  Estimated Accuracy
 AE6145;SPC FL E     -   368,740.      235,140.      MT  (+/- 180 meters Scaled)
 AE6145
 AE6145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL351597(NAD 83)
 AE6145
 AE6145                          SUPERSEDED SURVEY CONTROL
 AE6145
 AE6145.No superseded survey control is available for this station.
 AE6145
 AE6145_MARKER: DD = SURVEY DISK
 AE6145_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6145_STAMPING: 1143-20
 AE6145_MARK LOGO: SJRWMD
 AE6145_PROJECTION: FLUSH
 AE6145_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6145+SATELLITE: SATELLITE OBSERVATIONS - June 24, 1995
 AE6145_ROD/PIPE-DEPTH: 18.3 meters
 AE6145
 AE6145  HISTORY     - Date     Condition        Report By
 AE6145  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6145  HISTORY     - 19950624 GOOD             FLDEP
 AE6145  HISTORY     - 20221202 MARK NOT FOUND   GEOCAC
 AE6145
 AE6145                          STATION DESCRIPTION
 AE6145
 AE6145'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6145'THE MARK IS ABOUT 15.5 MI (24.9 KM) WEST OF VERO BEACH, 8.5 MI (13.7
 AE6145'KM) SOUTH OF FELLSMERE ON COUNTY ROAD 512 IN SECTION 4, TOWNSHIP 32
 AE6145'SOUTH, RANGE 37 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S.
 AE6145'HIGHWAY 1 AND STATE ROAD 60 IN VERO BEACH, GO WEST ON STATE ROAD 60
 AE6145'FOR 15.45 MI (24.86 KM) TO THE JUNCTION OF COUNTY ROAD 512 ON THE
 AE6145'RIGHT, TURN RIGHT ON STATE ROAD 512 AND GO NORTH FOR 1.5 MI (2.4 KM)
 AE6145'TO A RECREATION AREA ON THE LEFT, TURN LEFT AND GO WEST THAN SOUTH FOR
 AE6145'ABOUT 200.0 FT (61.0 M) TO THE LOCKED ENTRANCE GATE TO SOUTH LEVEE 77
 AE6145'AND THE MARK ON THE RIGHT, ON THE WEST TOE OF SOUTH LEVEE 77, A COPPER
 AE6145'COATED STEEL ROD DRIVEN TO THE DEPTH OF 60.0 FT (18.3 M) WITH A SJRWMD
 AE6145'DISC ON TOP AND SURROUNDED BY AN 8-INCH STOVEPIPE FILLED WITH
 AE6145'CONCRETE. LOOCATED 25.0 FT (7.6 M) WEST OF THE CENTER OF THE TOP OF
 AE6145'LEVEE 77 AND 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST.
 AE6145
 AE6145                          STATION RECOVERY (2022)
 AE6145
 AE6145'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AE6145'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6265 ***********************************************************************
 AE6265  DESIGNATION -  1145 20 RM 1
 AE6265  PID         -  AE6265
 AE6265  STATE/COUNTY-  FL/INDIAN RIVER
 AE6265  COUNTRY     -  US
 AE6265  USGS QUAD   -  NORTH OF GUM SLOUGH (2018)
 AE6265
 AE6265                         *CURRENT SURVEY CONTROL
 AE6265  ______________________________________________________________________
 AE6265* NAD 83(1986) POSITION- 27 41 43.9    (N) 080 38 36.2    (W)   HD_HELD2
 AE6265* NAVD 88 ORTHO HEIGHT -     9.002 (meters)       29.53  (feet) ADJUSTED
 AE6265  ______________________________________________________________________
 AE6265  GEOID HEIGHT    -        -27.441 (meters)                     GEOID18
 AE6265  DYNAMIC HEIGHT  -          8.989 (meters)       29.49  (feet) COMP
 AE6265  MODELED GRAVITY -    979,149.9   (mgal)                       NAVD 88
 AE6265
 AE6265  VERT ORDER      -  SECOND    CLASS I
 AE6265
 AE6265.The horizontal coordinates were established by autonomous hand held GPS
 AE6265.observations and have an estimated accuracy of +/- 10 meters.
 AE6265
 AE6265.The orthometric height was determined by differential leveling and
 AE6265.adjusted by the NATIONAL GEODETIC SURVEY
 AE6265.in February 1998.
 AE6265
 AE6265.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6265.GEOID18 height accuracy estimate available here.
 AE6265
 AE6265.Click photographs - Photos may exist for this station.
 AE6265
 AE6265.The dynamic height is computed by dividing the NAVD 88
 AE6265.geopotential number by the normal gravity value computed on the
 AE6265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6265.degrees latitude (g = 980.6199 gals.).
 AE6265
 AE6265.The modeled gravity was interpolated from observed gravity values.
 AE6265
 AE6265;                    North         East    Units  Estimated Accuracy
 AE6265;SPC FL E     -   372,521.      235,173.      MT  (+/- 10 meters HH2 GPS)
 AE6265
 AE6265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL3516163526(NAD 83)
 AE6265
 AE6265                          SUPERSEDED SURVEY CONTROL
 AE6265
 AE6265.No superseded survey control is available for this station.
 AE6265
 AE6265_MARKER: DD = SURVEY DISK
 AE6265_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AE6265_SP_SET: FOOTER
 AE6265_STAMPING: RM-1 1145-20 FB94-156 PG.62
 AE6265_MARK LOGO: SJRWMD
 AE6265_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6265+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2022
 AE6265
 AE6265  HISTORY     - Date     Condition        Report By
 AE6265  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6265  HISTORY     - 19950922 GOOD             FLDEP
 AE6265  HISTORY     - 20221202 GOOD             GEOCAC
 AE6265
 AE6265                          STATION DESCRIPTION
 AE6265
 AE6265'DESCRIBED BY FL DEPT OF ENV PRO 1995 (VAJ)
 AE6265'THE MARK IS ABOUT 15.45 MI (24.86 KM) NORTHWEST OF VERO BEACH IN
 AE6265'ESTIMATED SECTION 16, TOWNSHIP 32 SOUTH, RANGE 37 EAST. TO REACH THE
 AE6265'MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD 60 IN VERO
 AE6265'BEACH, GO WEST ON STATE ROAD 60 FOR 15.45 MI (24.86 KM) TO THE
 AE6265'JUNCTION OF COUNTY ROAD 512 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD
 AE6265'512 AND GO NORTH FOR 1.5 MI (2.4 KM) TO THE DIRT ENTRANCE OF A PUBLIC
 AE6265'BOAT RAMP ON THE LEFT, CONTINUE NORTH ON COUNTY ROAD 512 FOR 2.35 MI
 AE6265'(3.78 KM) TO A BRIDGE AND A FLOOD CONTROL STRUCTURE ON THE WEST SIDE
 AE6265'OF THE CANAL AND THE MARK SET FLUSH IN THE CONCRETE FOOTER TO THE DOCK
 AE6265'OF THE STRUCTURE. LOCATED 78.9 FT (24.0 M) SOUTH OF THE APPROXIMATE
 AE6265'CENTERLINE OF THE DIM TRACK ROAD LEADING TO THE STRUCTURE, 12.8 FT
 AE6265'(3.9 M) EAST OF THE APPROXIMATE CENTERLINE OF THE DIM TRACK ROAD ON
 AE6265'TOP OF THE LEVEE AND 1.0 FT (0.3 M) WEST OF THE WEST EDGE OF THE DOCK
 AE6265'LEADING TO THE STRUCTURE. NOTE FOR KEY CONTACT TOMMY WALTERS, ST.
 AE6265'JOHNS WATER MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904)
 AE6265'329-4277.
 AE6265
 AE6265                          STATION RECOVERY (2022)
 AE6265
 AE6265'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AE6265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0007 ***********************************************************************
 AL0007  TIDAL BM    -  This is a Tidal Bench Mark.
 AL0007  DESIGNATION -  115
 AL0007  PID         -  AL0007
 AL0007  STATE/COUNTY-  FL/PINELLAS
 AL0007  COUNTRY     -  US
 AL0007  USGS QUAD   -  DUNEDIN (2018)
 AL0007
 AL0007                         *CURRENT SURVEY CONTROL
 AL0007  ______________________________________________________________________
 AL0007* NAD 83(1986) POSITION- 28 00 48.99   (N) 082 47 29.43   (W)   HD_HELD1
 AL0007* NAVD 88 ORTHO HEIGHT -     1.039 (meters)        3.41  (feet) ADJUSTED
 AL0007  ______________________________________________________________________
 AL0007  GEOID HEIGHT    -        -24.752 (meters)                     GEOID18
 AL0007  DYNAMIC HEIGHT  -          1.038 (meters)        3.41  (feet) COMP
 AL0007  MODELED GRAVITY -    979,184.4   (mgal)                       NAVD 88
 AL0007
 AL0007  VERT ORDER      -  SECOND    CLASS I
 AL0007
 AL0007.The horizontal coordinates were determined by differentially corrected
 AL0007.hand held GPS observations or other comparable positioning techniques
 AL0007.and have an estimated accuracy of +/- 3 meters.
 AL0007
 AL0007.The orthometric height was determined by differential leveling and
 AL0007.adjusted by the NATIONAL GEODETIC SURVEY
 AL0007.in January 2011.
 AL0007
 AL0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0007.GEOID18 height accuracy estimate available here.
 AL0007
 AL0007.This Tidal Bench Mark is designated as VM 7571
 AL0007.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AL0007
 AL0007.Click photographs - Photos may exist for this station.
 AL0007
 AL0007.The dynamic height is computed by dividing the NAVD 88
 AL0007.geopotential number by the normal gravity value computed on the
 AL0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0007.degrees latitude (g = 980.6199 gals.).
 AL0007
 AL0007.The modeled gravity was interpolated from observed gravity values.
 AL0007
 AL0007;                    North         East    Units  Estimated Accuracy
 AL0007;SPC FL W     -   407,969.5     122,158.7     MT  (+/- 3 meters HH1 GPS) 
 AL0007
 AL0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2386000003(NAD 83)
 AL0007
 AL0007                          SUPERSEDED SURVEY CONTROL
 AL0007
 AL0007  NAVD 88 (06/15/91)    1.035  (m)            3.40   (f) SUPERSEDED  2 1
 AL0007  NGVD 29 (??/??/92)    1.296  (m)            4.25   (f) ADJ UNCH    2 1
 AL0007
 AL0007.Superseded values are not recommended for survey control.
 AL0007
 AL0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0007.See file dsdata.pdf to determine how the superseded data were derived.
 AL0007
 AL0007_MARKER: DB = BENCH MARK DISK
 AL0007_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0007_SP_SET: HEADWALL
 AL0007_STAMPING: 115
 AL0007_MARK LOGO: FLSRD
 AL0007_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0007+STABILITY: SURFACE MOTION
 AL0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL0007+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2022
 AL0007
 AL0007  HISTORY     - Date     Condition        Report By
 AL0007  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0007  HISTORY     - 1975     GOOD             FLDT
 AL0007  HISTORY     - 1976     GOOD             NGS
 AL0007  HISTORY     - 1983     GOOD             FLDNR
 AL0007  HISTORY     - 20090914 GOOD             FLDEP
 AL0007  HISTORY     - 20220218 GOOD             GEOCAC
 AL0007
 AL0007                          STATION DESCRIPTION
 AL0007
 AL0007'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0007'AT W DUNEDIN.
 AL0007'STATION LOCATED AT THE WEST END OF THE INTERSECTION OF MAIN
 AL0007'STREET (S.R. 580) AND VICTORIA DR., 0.1 MILE N. TO MONROE STREET,
 AL0007'30 FT. W. OF THE CENTERLINE OF VICTORIA DR. AND 10 FT. S. OF THE
 AL0007'CENTERLINE OF MONROE STREET.  SET IN TOP OF 6 IN CONCRETE
 AL0007'ABUTMENT OF CULVERT.  SECTION 27, T28S, R15E.
 AL0007
 AL0007                          STATION RECOVERY (1976)
 AL0007
 AL0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AL0007'AT DUNEDIN, AT THE FOOT OF MONROE STREET AT THE INTERSECTION WITH
 AL0007'VICTOR DRIVE SET IN THE TOP CENTER OF A 6 INCH THICK CONCRETE ABUTMENT
 AL0007'OF A CULVERT, 3 FEET NORTH OF THE SOUTH END OF THE ABUTMENT AND
 AL0007'APPROXIMATELY 27 FEET SOUTH OF THE NORTH END, APPROXIMATELY 30 FEET
 AL0007'WEST OF THE CENTERLINE OF VICTOR DRIVE, APPROXIMATELY 4 FEET BELOW
 AL0007'ROAD LEVEL.
 AL0007
 AL0007                          STATION RECOVERY (1983)
 AL0007
 AL0007'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL0007'RECOVERED IN GOOD CONDITION.
 AL0007
 AL0007                          STATION RECOVERY (2009)
 AL0007
 AL0007'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AL0007'RECOVERED AS DESCRIBED.
 AL0007
 AL0007                          STATION RECOVERY (2022)
 AL0007
 AL0007'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AL0007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0002 ***********************************************************************
 AG0002  DESIGNATION -  116
 AG0002  PID         -  AG0002
 AG0002  STATE/COUNTY-  FL/PINELLAS
 AG0002  COUNTRY     -  US
 AG0002  USGS QUAD   -  CLEARWATER (2018)
 AG0002
 AG0002                         *CURRENT SURVEY CONTROL
 AG0002  ______________________________________________________________________
 AG0002* NAD 83(1986) POSITION- 27 57 55.     (N) 082 48 17.     (W)   SCALED
 AG0002* NAVD 88 ORTHO HEIGHT -     3.763 (meters)       12.35  (feet) ADJUSTED
 AG0002  ______________________________________________________________________
 AG0002  GEOID HEIGHT    -        -24.640 (meters)                     GEOID18
 AG0002  DYNAMIC HEIGHT  -          3.757 (meters)       12.33  (feet) COMP
 AG0002  MODELED GRAVITY -    979,188.9   (mgal)                       NAVD 88
 AG0002
 AG0002  VERT ORDER      -  SECOND    CLASS II
 AG0002
 AG0002.The horizontal coordinates were scaled from a map and have
 AG0002.an estimated accuracy of +/- 6 seconds.
 AG0002
 AG0002.The orthometric height was determined by differential leveling and
 AG0002.adjusted by the NATIONAL GEODETIC SURVEY
 AG0002.in June 1991.
 AG0002
 AG0002.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0002.GEOID18 height accuracy estimate available here.
 AG0002
 AG0002.Click photographs - Photos may exist for this station.
 AG0002
 AG0002.The dynamic height is computed by dividing the NAVD 88
 AG0002.geopotential number by the normal gravity value computed on the
 AG0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0002.degrees latitude (g = 980.6199 gals.).
 AG0002
 AG0002.The modeled gravity was interpolated from observed gravity values.
 AG0002
 AG0002;                    North         East    Units  Estimated Accuracy
 AG0002;SPC FL W     -   402,620.      120,820.      MT  (+/- 180 meters Scaled)
 AG0002
 AG0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL224946(NAD 83)
 AG0002
 AG0002                          SUPERSEDED SURVEY CONTROL
 AG0002
 AG0002  NGVD 29 (??/??/92)    4.025  (m)           13.21   (f) ADJ UNCH    2 2
 AG0002
 AG0002.Superseded values are not recommended for survey control.
 AG0002
 AG0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0002.See file dsdata.pdf to determine how the superseded data were derived.
 AG0002
 AG0002_MARKER: DD = SURVEY DISK
 AG0002_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0002_SP_SET: BRIDGE WALL
 AG0002_STAMPING: 116
 AG0002_MARK LOGO: FLHD
 AG0002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0002
 AG0002  HISTORY     - Date     Condition        Report By
 AG0002  HISTORY     - UNK      MONUMENTED       FLHD
 AG0002  HISTORY     - 1975     GOOD             FLDT
 AG0002
 AG0002                          STATION DESCRIPTION
 AG0002
 AG0002'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0002'AT CLEARWATER.
 AG0002'TO REACH STATION FROM THE INTERSECTION OF N. FT. HARRISON AVE.
 AG0002'(U.S. ALT 19) AND CLEVELAND ST. (S.R. 60), RUN WESTERLY ALONG
 AG0002'S.R. 60 FOR 0.45 MILE TO THE SW CORNER OF BASCULE BRIDGE.  SET IN
 AG0002'TOP OF CONCRETE WALL AT WEST END OF HANDRAIL.  SECTION 16,
 AG0002'T29S, R15E.  CLEARWATER BEACH BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2694 ***********************************************************************
 AD2694  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2694  DESIGNATION -  116 IWP D 8
 AD2694  PID         -  AD2694
 AD2694  STATE/COUNTY-  FL/PALM BEACH
 AD2694  COUNTRY     -  US
 AD2694  USGS QUAD   -  DELRAY BEACH (2018)
 AD2694
 AD2694                         *CURRENT SURVEY CONTROL
 AD2694  ______________________________________________________________________
 AD2694* NAD 83(1986) POSITION- 26 28 26.6    (N) 080 03 44.2    (W)   HD_HELD2
 AD2694* NAVD 88 ORTHO HEIGHT -     4.186 (meters)       13.73  (feet) ADJUSTED
 AD2694  ______________________________________________________________________
 AD2694  GEOID HEIGHT    -        -26.128 (meters)                     GEOID18
 AD2694  DYNAMIC HEIGHT  -          4.179 (meters)       13.71  (feet) COMP
 AD2694  MODELED GRAVITY -    979,095.4   (mgal)                       NAVD 88
 AD2694
 AD2694  VERT ORDER      -  SECOND    CLASS 0
 AD2694
 AD2694.The horizontal coordinates were established by autonomous hand held GPS
 AD2694.observations and have an estimated accuracy of +/- 10 meters.
 AD2694
 AD2694.The orthometric height was determined by differential leveling and
 AD2694.adjusted by the NATIONAL GEODETIC SURVEY
 AD2694.in June 1991.
 AD2694
 AD2694.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2694.GEOID18 height accuracy estimate available here.
 AD2694
 AD2694.This Tidal Bench Mark is designated as VM 5625
 AD2694.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2694
 AD2694.Click photographs - Photos may exist for this station.
 AD2694
 AD2694.The dynamic height is computed by dividing the NAVD 88
 AD2694.geopotential number by the normal gravity value computed on the
 AD2694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2694.degrees latitude (g = 980.6199 gals.).
 AD2694
 AD2694.The modeled gravity was interpolated from observed gravity values.
 AD2694
 AD2694;                    North         East    Units  Estimated Accuracy
 AD2694;SPC FL E     -   237,474.      293,500.      MT  (+/- 10 meters HH2 GPS)
 AD2694
 AD2694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9346728525(NAD 83)
 AD2694
 AD2694                          SUPERSEDED SURVEY CONTROL
 AD2694
 AD2694  NGVD 29 (??/??/92)    4.659  (m)           15.29   (f) SUPERSEDED  2 0
 AD2694  NGVD 29 (09/01/92)    4.659  (m)           15.29   (f) ADJUSTED    2 0
 AD2694
 AD2694.Superseded values are not recommended for survey control.
 AD2694
 AD2694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2694.See file dsdata.pdf to determine how the superseded data were derived.
 AD2694
 AD2694_MARKER: DD = SURVEY DISK
 AD2694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2694_SP_SET: SIDEWALK
 AD2694_STAMPING: BM 116 IWP D 8 1951 1961
 AD2694_MARK LOGO: USACE
 AD2694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2694+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2008
 AD2694
 AD2694  HISTORY     - Date     Condition        Report By
 AD2694  HISTORY     - 1961     MONUMENTED       USACE
 AD2694  HISTORY     - 1970     GOOD             NGS
 AD2694  HISTORY     - 1973     GOOD             NGS
 AD2694  HISTORY     - 1980     GOOD             FLDNR
 AD2694  HISTORY     - 1989     GOOD             USPSQD
 AD2694  HISTORY     - 1990     GOOD             USPSQD
 AD2694  HISTORY     - 1990     GOOD             USPSQD
 AD2694  HISTORY     - 19950602 GOOD             USPSQD
 AD2694  HISTORY     - 20000915 GOOD             USPSQD
 AD2694  HISTORY     - 20031202 GOOD             USPSQD
 AD2694  HISTORY     - 20050207 GOOD             USPSQD
 AD2694  HISTORY     - 20080302 GOOD             GEOCAC
 AD2694
 AD2694                          STATION DESCRIPTION
 AD2694
 AD2694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2694'AT DELRAY BEACH.
 AD2694'AT DELRAY BEACH, 0.4 MILE EAST ALONG STATE HIGHWAY S 806 A
 AD2694'FROM THE JUNCTION OF U.S. HIGHWAY 1, 0.4 MILE WEST OF THE
 AD2694'JUNCTION OF STATE HIGHWAY A 1 A, SET ON THE TOP OF THE SOUTH
 AD2694'CONCRETE SIDEWALK OF THE HIGHWAY BRIDGE OVER THE INTRACOASTAL
 AD2694'WATERWAY, 86.3 FEET EAST OF THE WEST END OF THE SIDEWALK, 16 FEET
 AD2694'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST OF
 AD2694'THE NORTHEAST CORNER OF THE DRAWSPAN OF THE BRIDGE AND THE BRIDGE
 AD2694'OPERATORS BUILDING, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AD2694
 AD2694                          STATION RECOVERY (1973)
 AD2694
 AD2694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2694'RECOVERED IN GOOD CONDITION.
 AD2694
 AD2694                          STATION RECOVERY (1980)
 AD2694
 AD2694'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2694'RECOVERED IN GOOD CONDITION.
 AD2694
 AD2694                          STATION RECOVERY (1989)
 AD2694
 AD2694'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2694'RECOVERED IN GOOD CONDITION.
 AD2694
 AD2694                          STATION RECOVERY (1990)
 AD2694
 AD2694'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2694'RECOVERED IN GOOD CONDITION.
 AD2694
 AD2694                          STATION RECOVERY (1990)
 AD2694
 AD2694'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2694'RECOVERED IN GOOD CONDITION.
 AD2694
 AD2694                          STATION RECOVERY (1995)
 AD2694
 AD2694'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2694'RECOVERED IN GOOD CONDITION.
 AD2694
 AD2694                          STATION RECOVERY (2000)
 AD2694
 AD2694'RECOVERY NOTE BY US POWER SQUADRON 2000 (BJS)
 AD2694'RECOVERED IN GOOD CONDITION.
 AD2694
 AD2694                          STATION RECOVERY (2003)
 AD2694
 AD2694'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2694'RECOVERED IN GOOD CONDITION.
 AD2694
 AD2694                          STATION RECOVERY (2005)
 AD2694
 AD2694'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2694'RECOVERED IN GOOD CONDITION.
 AD2694
 AD2694                          STATION RECOVERY (2008)
 AD2694
 AD2694'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 AD2694'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2693 ***********************************************************************
 AD2693  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2693  DESIGNATION -  116 IWP RM 1 FLHD
 AD2693  PID         -  AD2693
 AD2693  STATE/COUNTY-  FL/PALM BEACH
 AD2693  COUNTRY     -  US
 AD2693  USGS QUAD   -  DELRAY BEACH (2018)
 AD2693
 AD2693                         *CURRENT SURVEY CONTROL
 AD2693  ______________________________________________________________________
 AD2693* NAD 83(1986) POSITION- 26 28 26.5    (N) 080 03 45.3    (W)   HD_HELD2
 AD2693* NAVD 88 ORTHO HEIGHT -     3.880 (meters)       12.73  (feet) ADJUSTED
 AD2693  ______________________________________________________________________
 AD2693  GEOID HEIGHT    -        -26.126 (meters)                     GEOID18
 AD2693  DYNAMIC HEIGHT  -          3.874 (meters)       12.71  (feet) COMP
 AD2693  MODELED GRAVITY -    979,095.5   (mgal)                       NAVD 88
 AD2693
 AD2693  VERT ORDER      -  SECOND    CLASS 0
 AD2693
 AD2693.The horizontal coordinates were established by autonomous hand held GPS
 AD2693.observations and have an estimated accuracy of +/- 10 meters.
 AD2693
 AD2693.The orthometric height was determined by differential leveling and
 AD2693.adjusted by the NATIONAL GEODETIC SURVEY
 AD2693.in June 1991.
 AD2693
 AD2693.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2693.GEOID18 height accuracy estimate available here.
 AD2693
 AD2693.This Tidal Bench Mark is designated as VM 5627
 AD2693.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2693
 AD2693.Click photographs - Photos may exist for this station.
 AD2693
 AD2693.The dynamic height is computed by dividing the NAVD 88
 AD2693.geopotential number by the normal gravity value computed on the
 AD2693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2693.degrees latitude (g = 980.6199 gals.).
 AD2693
 AD2693.The modeled gravity was interpolated from observed gravity values.
 AD2693
 AD2693;                    North         East    Units  Estimated Accuracy
 AD2693;SPC FL E     -   237,471.      293,469.      MT  (+/- 10 meters HH2 GPS)
 AD2693
 AD2693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9343728521(NAD 83)
 AD2693
 AD2693                          SUPERSEDED SURVEY CONTROL
 AD2693
 AD2693  NGVD 29 (??/??/92)    4.352  (m)           14.28   (f) SUPERSEDED  2 0
 AD2693  NGVD 29 (09/01/92)    4.352  (m)           14.28   (f) ADJUSTED    2 0
 AD2693
 AD2693.Superseded values are not recommended for survey control.
 AD2693
 AD2693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2693.See file dsdata.pdf to determine how the superseded data were derived.
 AD2693
 AD2693_MARKER: DD = SURVEY DISK
 AD2693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2693_SP_SET: BRIDGE
 AD2693_STAMPING: RM 1 IW P 116
 AD2693_MARK LOGO: FLHD
 AD2693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2693+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2008
 AD2693
 AD2693  HISTORY     - Date     Condition        Report By
 AD2693  HISTORY     - UNK      MONUMENTED       FLHD
 AD2693  HISTORY     - 1970     GOOD             NGS
 AD2693  HISTORY     - 1973     GOOD             NGS
 AD2693  HISTORY     - 1980     GOOD             FLDNR
 AD2693  HISTORY     - 1986     GOOD             FLDNR
 AD2693  HISTORY     - 1987     GOOD             USPSQD
 AD2693  HISTORY     - 1989     GOOD             USPSQD
 AD2693  HISTORY     - 1990     GOOD             USPSQD
 AD2693  HISTORY     - 1990     GOOD             USPSQD
 AD2693  HISTORY     - 20000915 GOOD             USPSQD
 AD2693  HISTORY     - 20031202 GOOD             USPSQD
 AD2693  HISTORY     - 20050207 GOOD             USPSQD
 AD2693  HISTORY     - 20080302 GOOD             GEOCAC
 AD2693
 AD2693                          STATION DESCRIPTION
 AD2693
 AD2693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2693'AT DELRAY BEACH.
 AD2693'AT DELRAY BEACH, ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY S 806 A
 AD2693'FROM THE JUNCTION OF U.S. HIGHWAY 1, 0.4 MILE WEST OF THE
 AD2693'JUNCTION OF STATE HIGHWAY A 1 A, SET ON THE TOP AND AT THE
 AD2693'WEST END OF THE WING WALL (SOUTHWEST) OF THE BRIDGE OVER THE
 AD2693'INTRACOASTAL WATERWAY, 18.7 FEET SOUTH OF THE CENTER LINE OF
 AD2693'STATE HIGHWAY S 806 A AND 1 FOOT ABOVE THE LEVEL OF THE
 AD2693'HIGHWAY.
 AD2693
 AD2693                          STATION RECOVERY (1973)
 AD2693
 AD2693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (1980)
 AD2693
 AD2693'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (1986)
 AD2693
 AD2693'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (1987)
 AD2693
 AD2693'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHH)
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (1989)
 AD2693
 AD2693'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (1990)
 AD2693
 AD2693'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (1990)
 AD2693
 AD2693'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (2000)
 AD2693
 AD2693'RECOVERY NOTE BY US POWER SQUADRON 2000 (BJS)
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (2003)
 AD2693
 AD2693'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (2005)
 AD2693
 AD2693'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2693'RECOVERED IN GOOD CONDITION.
 AD2693
 AD2693                          STATION RECOVERY (2008)
 AD2693
 AD2693'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 AD2693'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0003 ***********************************************************************
 AG0003  DESIGNATION -  117
 AG0003  PID         -  AG0003
 AG0003  STATE/COUNTY-  FL/PINELLAS
 AG0003  COUNTRY     -  US
 AG0003  USGS QUAD   -  SEMINOLE (2018)
 AG0003
 AG0003                         *CURRENT SURVEY CONTROL
 AG0003  ______________________________________________________________________
 AG0003* NAD 83(1986) POSITION- 27 52 19.     (N) 082 50 59.     (W)   SCALED
 AG0003* NAVD 88 ORTHO HEIGHT -     0.998 (meters)        3.27  (feet) ADJUSTED
 AG0003  ______________________________________________________________________
 AG0003  GEOID HEIGHT    -        -24.397 (meters)                     GEOID18
 AG0003  DYNAMIC HEIGHT  -          0.997 (meters)        3.27  (feet) COMP
 AG0003  MODELED GRAVITY -    979,185.7   (mgal)                       NAVD 88
 AG0003
 AG0003  VERT ORDER      -  SECOND    CLASS II
 AG0003
 AG0003.The horizontal coordinates were scaled from a map and have
 AG0003.an estimated accuracy of +/- 6 seconds.
 AG0003
 AG0003.The orthometric height was determined by differential leveling and
 AG0003.adjusted by the NATIONAL GEODETIC SURVEY
 AG0003.in June 1991.
 AG0003
 AG0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0003.GEOID18 height accuracy estimate available here.
 AG0003
 AG0003.Click photographs - Photos may exist for this station.
 AG0003
 AG0003.The dynamic height is computed by dividing the NAVD 88
 AG0003.geopotential number by the normal gravity value computed on the
 AG0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0003.degrees latitude (g = 980.6199 gals.).
 AG0003
 AG0003.The modeled gravity was interpolated from observed gravity values.
 AG0003
 AG0003;                    North         East    Units  Estimated Accuracy
 AG0003;SPC FL W     -   392,310.      116,320.      MT  (+/- 180 meters Scaled)
 AG0003
 AG0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL178843(NAD 83)
 AG0003
 AG0003                          SUPERSEDED SURVEY CONTROL
 AG0003
 AG0003  NGVD 29 (??/??/92)    1.263  (m)            4.14   (f) ADJ UNCH    2 2
 AG0003
 AG0003.Superseded values are not recommended for survey control.
 AG0003
 AG0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0003.See file dsdata.pdf to determine how the superseded data were derived.
 AG0003
 AG0003_MARKER: DD = SURVEY DISK
 AG0003_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0003_SP_SET: SEAWALL
 AG0003_STAMPING: 117
 AG0003_MARK LOGO: FLHD
 AG0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0003+STABILITY: SURFACE MOTION
 AG0003
 AG0003  HISTORY     - Date     Condition        Report By
 AG0003  HISTORY     - UNK      MONUMENTED       FLHD
 AG0003  HISTORY     - 1975     GOOD             FLDT
 AG0003  HISTORY     - 1984     GOOD             USPSQD
 AG0003  HISTORY     - 19950217 GOOD             USPSQD
 AG0003
 AG0003                          STATION DESCRIPTION
 AG0003
 AG0003'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0003'AT INDIAN SHORES.
 AG0003'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG0003'AND S.R. 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD.
 AG0003'FOR 0.9 MILE.  STATION ON LEFT AT WATERS EDGE, IN THE S. END OF
 AG0003'CONCRETE SEAWALL, ACROSS GULF BLVD. FROM HOUSE NUMBER 20238,
 AG0003'25.0 FT. E. OF CENTERLINE OF GULF BLVD. 61.0 FT. NE OF POWER
 AG0003'POLE NUMBER 2-10198, 3.0 FT. N. OF THE S. END OF CONCRETE
 AG0003'SEAWALL.  SET IN TOP OF CONCRETE SEAWALL.  SECTION 13, T30S, R14E.
 AG0003
 AG0003                          STATION RECOVERY (1984)
 AG0003
 AG0003'RECOVERY NOTE BY US POWER SQUADRON 1984
 AG0003'RECOVERED IN GOOD CONDITION.
 AG0003
 AG0003                          STATION RECOVERY (1995)
 AG0003
 AG0003'RECOVERY NOTE BY US POWER SQUADRON 1995
 AG0003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO4767 ***********************************************************************
 DO4767  DESIGNATION -  1171 A
 DO4767  PID         -  DO4767
 DO4767  STATE/COUNTY-  FL/MANATEE
 DO4767  COUNTRY     -  US
 DO4767  USGS QUAD   -  VERNA (2018)
 DO4767
 DO4767                         *CURRENT SURVEY CONTROL
 DO4767  ______________________________________________________________________
 DO4767* NAD 83(1986) POSITION- 27 28 03.00   (N) 082 16 13.00   (W)   HD_HELD1
 DO4767* NAVD 88 ORTHO HEIGHT -    16.306 (meters)       53.50  (feet) ADJUSTED
 DO4767  ______________________________________________________________________
 DO4767  GEOID HEIGHT    -        -24.720 (meters)                     GEOID18
 DO4767  DYNAMIC HEIGHT  -         16.281 (meters)       53.42  (feet) COMP
 DO4767  MODELED GRAVITY -    979,131.6   (mgal)                       NAVD 88
 DO4767
 DO4767  VERT ORDER      -  SECOND    CLASS I
 DO4767
 DO4767.The horizontal coordinates were determined by differentially corrected
 DO4767.hand held GPS observations or other comparable positioning techniques
 DO4767.and have an estimated accuracy of +/- 3 meters.
 DO4767
 DO4767.The orthometric height was determined by differential leveling and
 DO4767.adjusted by the NATIONAL GEODETIC SURVEY
 DO4767.in March 2013.
 DO4767
 DO4767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4767.GEOID18 height accuracy estimate available here.
 DO4767
 DO4767.Click photographs - Photos may exist for this station.
 DO4767
 DO4767.The dynamic height is computed by dividing the NAVD 88
 DO4767.geopotential number by the normal gravity value computed on the
 DO4767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4767.degrees latitude (g = 980.6199 gals.).
 DO4767
 DO4767.The modeled gravity was interpolated from observed gravity values.
 DO4767
 DO4767;                    North         East    Units  Estimated Accuracy
 DO4767;SPC FL W     -   347,232.4     173,286.9     MT  (+/- 3 meters HH1 GPS) 
 DO4767
 DO4767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7448838858(NAD 83)
 DO4767
 DO4767                          SUPERSEDED SURVEY CONTROL
 DO4767
 DO4767.No superseded survey control is available for this station.
 DO4767
 DO4767_MARKER: DD = SURVEY DISK
 DO4767_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO4767_SP_SET: BRIDGE WING WALL
 DO4767_STAMPING: 1171A 2012
 DO4767_MARK LOGO: FL-081
 DO4767_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4767+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2023
 DO4767
 DO4767  HISTORY     - Date     Condition        Report By
 DO4767  HISTORY     - 2012     MONUMENTED       FL-081
 DO4767  HISTORY     - 20140325 GOOD             FLDEP
 DO4767  HISTORY     - 20170313 GOOD             FL-081
 DO4767  HISTORY     - 20220505 GOOD             FL-081
 DO4767  HISTORY     - 20230518 GOOD             FL-081
 DO4767
 DO4767                          STATION DESCRIPTION
 DO4767
 DO4767'DESCRIBED BY MANATEE COUNTY FLORIDA 2012
 DO4767'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST-NORTHEAST OF
 DO4767'LORRAINE, 6.8 MI (10.9 KM) EAST-SOUTHEAST OF RYE AND 5.5 MI (8.8 KM)
 DO4767'NORTH OF VERNA.
 DO4767'
 DO4767'TO REACH FROM THE JUNCTION OF INTERSTATE 75 AND STATE ROAD 64, GO EAST
 DO4767'ON STATE ROAD 64 FOR 12.40 MI (20.0 KM) TO AN INTERSECTION.  TURN
 DO4767'RIGHT AND GO SOUTH ON VERNA BETHANY FOR 0.46 MI (0.7 KM) TO THE
 DO4767'STATION ON THE RIGHT.
 DO4767'
 DO4767'IT IS 45 FT (13.7 M) SOUTHWEST OF A POWER LINE POLE NUMBERED 131287,
 DO4767'37.6 FT (11.5 M) SOUTH-SOUTHWEST OF A REFERENCE DISK LB 7203, 14.5 FT
 DO4767'(4.4 M) SOUTHEAST OF A NO LITTERING SIGN, 4.3 FT (1.3 M) WEST OF THE
 DO4767'WEST EDGE OF PAVEMENT OF VERNA BETHANY ROAD, SET IN THE TOP OF THE
 DO4767'NORTHWEST WING WALL OF THE VERNA BETHANY BRIDGE NUMBER 134046.
 DO4767
 DO4767                          STATION RECOVERY (2014)
 DO4767
 DO4767'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (PBM)
 DO4767'RECOVERED AS DESCRIBED.
 DO4767
 DO4767                          STATION RECOVERY (2017)
 DO4767
 DO4767'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2017 (TEC)
 DO4767'RECOVERED IN GOOD CONDITION.
 DO4767
 DO4767                          STATION RECOVERY (2022)
 DO4767
 DO4767'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2022 (RD)
 DO4767'RECOVERED IN GOOD CONDITION.
 DO4767
 DO4767                          STATION RECOVERY (2023)
 DO4767
 DO4767'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2023 (EC)
 DO4767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO4768 ***********************************************************************
 DO4768  DESIGNATION -  1171 B
 DO4768  PID         -  DO4768
 DO4768  STATE/COUNTY-  FL/MANATEE
 DO4768  COUNTRY     -  US
 DO4768  USGS QUAD   -  VERNA (2018)
 DO4768
 DO4768                         *CURRENT SURVEY CONTROL
 DO4768  ______________________________________________________________________
 DO4768* NAD 83(1986) POSITION- 27 28 01.00   (N) 082 16 13.00   (W)   HD_HELD1
 DO4768* NAVD 88 ORTHO HEIGHT -    16.311 (meters)       53.51  (feet) ADJUSTED
 DO4768  ______________________________________________________________________
 DO4768  GEOID HEIGHT    -        -24.719 (meters)                     GEOID18
 DO4768  DYNAMIC HEIGHT  -         16.286 (meters)       53.43  (feet) COMP
 DO4768  MODELED GRAVITY -    979,131.5   (mgal)                       NAVD 88
 DO4768
 DO4768  VERT ORDER      -  SECOND    CLASS I
 DO4768
 DO4768.The horizontal coordinates were determined by differentially corrected
 DO4768.hand held GPS observations or other comparable positioning techniques
 DO4768.and have an estimated accuracy of +/- 3 meters.
 DO4768
 DO4768.The orthometric height was determined by differential leveling and
 DO4768.adjusted by the NATIONAL GEODETIC SURVEY
 DO4768.in March 2013.
 DO4768
 DO4768.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO4768.GEOID18 height accuracy estimate available here.
 DO4768
 DO4768.Click photographs - Photos may exist for this station.
 DO4768
 DO4768.The dynamic height is computed by dividing the NAVD 88
 DO4768.geopotential number by the normal gravity value computed on the
 DO4768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO4768.degrees latitude (g = 980.6199 gals.).
 DO4768
 DO4768.The modeled gravity was interpolated from observed gravity values.
 DO4768
 DO4768;                    North         East    Units  Estimated Accuracy
 DO4768;SPC FL W     -   347,170.9     173,286.8     MT  (+/- 3 meters HH1 GPS) 
 DO4768
 DO4768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7448738797(NAD 83)
 DO4768
 DO4768                          SUPERSEDED SURVEY CONTROL
 DO4768
 DO4768.No superseded survey control is available for this station.
 DO4768
 DO4768_MARKER: DD = SURVEY DISK
 DO4768_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO4768_SP_SET: BRIDGE WING WALL
 DO4768_STAMPING: 1171 B 2012
 DO4768_MARK LOGO: FL-081
 DO4768_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO4768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO4768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO4768+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2023
 DO4768
 DO4768  HISTORY     - Date     Condition        Report By
 DO4768  HISTORY     - 2012     MONUMENTED       FL-081
 DO4768  HISTORY     - 20140325 GOOD             FLDEP
 DO4768  HISTORY     - 20170313 GOOD             FL-081
 DO4768  HISTORY     - 20220505 GOOD             FL-081
 DO4768  HISTORY     - 20230518 GOOD             FL-081
 DO4768
 DO4768                          STATION DESCRIPTION
 DO4768
 DO4768'DESCRIBED BY MANATEE COUNTY FLORIDA 2012
 DO4768'THE STATION IS LOCATED ABOUT 8.1 MI (13.0 KM) EAST-NORTHEAST OF
 DO4768'LORRAINE, 6.8 MI (10.9 KM) EAST-SOUTHEAST OF RYE AND 5.5 MI (8.8 KM)
 DO4768'NORTH OF VERNA.
 DO4768'
 DO4768'TO REACH FROM THE JUNCTION OF INTERSTATE 75 AND STATE ROAD 64, GO EAST
 DO4768'ON STATE ROAD 64 FOR 12.40 MI (20.0 KM) TO AN INTERSECTION.  TURN
 DO4768'RIGHT AND GO SOUTH ON VERNA BETHANY FOR 0.49 MI (0.8 KM) TO THE
 DO4768'STATION ON THE LEFT.
 DO4768'
 DO4768'IT IS 38.2 FT (11.6 M) NORTH OF SOUTH END OF GUARD RAIL, 20.5 FT (6.2
 DO4768'M) NORTH-NORTHEAST OF A REFERENCE NAIL AND DISK LB 7203, 15 FT (4.6 M)
 DO4768'NORTHWEST OF NO LITTERING SIGN AND 5.0 FT (1.5 M) EAST OF THE EAST
 DO4768'EDGE OF PAYMENT OF VERNA BETHANY, SET FLUSH ON THE EAST SIDE OF THE
 DO4768'SOUTH BRIDGE WING WALL.
 DO4768
 DO4768                          STATION RECOVERY (2014)
 DO4768
 DO4768'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (PBM)
 DO4768'RECOVERED AS DESCRIBED.
 DO4768
 DO4768                          STATION RECOVERY (2017)
 DO4768
 DO4768'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2017 (TEC)
 DO4768'RECOVERED IN GOOD CONDITION.
 DO4768
 DO4768                          STATION RECOVERY (2022)
 DO4768
 DO4768'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2022 (RD)
 DO4768'RECOVERED IN GOOD CONDITION.
 DO4768
 DO4768                          STATION RECOVERY (2023)
 DO4768
 DO4768'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2023 (EC)
 DO4768'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0004 ***********************************************************************
 AG0004  DESIGNATION -  118
 AG0004  PID         -  AG0004
 AG0004  STATE/COUNTY-  FL/PINELLAS
 AG0004  COUNTRY     -  US
 AG0004  USGS QUAD   -  SEMINOLE (2018)
 AG0004
 AG0004                         *CURRENT SURVEY CONTROL
 AG0004  ______________________________________________________________________
 AG0004* NAD 83(1986) POSITION- 27 50 13.     (N) 082 50 11.     (W)   SCALED
 AG0004* NAVD 88 ORTHO HEIGHT -     0.917 (meters)        3.01  (feet) ADJUSTED
 AG0004  ______________________________________________________________________
 AG0004  GEOID HEIGHT    -        -24.349 (meters)                     GEOID18
 AG0004  DYNAMIC HEIGHT  -          0.915 (meters)        3.00  (feet) COMP
 AG0004  MODELED GRAVITY -    979,183.3   (mgal)                       NAVD 88
 AG0004
 AG0004  VERT ORDER      -  SECOND    CLASS II
 AG0004
 AG0004.The horizontal coordinates were scaled from a map and have
 AG0004.an estimated accuracy of +/- 6 seconds.
 AG0004
 AG0004.The orthometric height was determined by differential leveling and
 AG0004.adjusted by the NATIONAL GEODETIC SURVEY
 AG0004.in June 1991.
 AG0004
 AG0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0004.GEOID18 height accuracy estimate available here.
 AG0004
 AG0004.Click photographs - Photos may exist for this station.
 AG0004
 AG0004.The dynamic height is computed by dividing the NAVD 88
 AG0004.geopotential number by the normal gravity value computed on the
 AG0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0004.degrees latitude (g = 980.6199 gals.).
 AG0004
 AG0004.The modeled gravity was interpolated from observed gravity values.
 AG0004
 AG0004;                    North         East    Units  Estimated Accuracy
 AG0004;SPC FL W     -   388,420.      117,610.      MT  (+/- 180 meters Scaled)
 AG0004
 AG0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL191804(NAD 83)
 AG0004
 AG0004                          SUPERSEDED SURVEY CONTROL
 AG0004
 AG0004  NGVD 29 (??/??/92)    1.183  (m)            3.88   (f) ADJ UNCH    2 2
 AG0004
 AG0004.Superseded values are not recommended for survey control.
 AG0004
 AG0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0004.See file dsdata.pdf to determine how the superseded data were derived.
 AG0004
 AG0004_MARKER: DD = SURVEY DISK
 AG0004_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0004_SP_SET: INLET
 AG0004_STAMPING: 118
 AG0004_MARK LOGO: FLHD
 AG0004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0004+STABILITY: SURFACE MOTION
 AG0004
 AG0004  HISTORY     - Date     Condition        Report By
 AG0004  HISTORY     - UNK      MONUMENTED       FLHD
 AG0004  HISTORY     - 1975     GOOD             NGS
 AG0004  HISTORY     - 1987     SEE DESCRIPTION  USPSQD
 AG0004  HISTORY     - 19950214 GOOD             USPSQD
 AG0004  HISTORY     - 20040220 MARK NOT FOUND   INDIV
 AG0004
 AG0004                          STATION DESCRIPTION
 AG0004
 AG0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG0004'AT REDINGTON SHORES.
 AG0004'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG0004'AND S.R. 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD.
 AG0004'FOR 3.55 MILES.  STATION ON LEFT, 132.0 FT. S. OF THE CENTERLINE
 AG0004'OF 183RD TERRACE, 43.0 FT. E. OF THE CENTERLINE OF GULF BLVD.,
 AG0004'36.7 FT. S. OF LIGHT POLE (NO NUMBER).  SET IN TOP OF A CONCRETE
 AG0004'INLET.  SECTION 31, T30S, R15E.
 AG0004
 AG0004                          STATION RECOVERY (1987)
 AG0004
 AG0004'RECOVERY NOTE BY US POWER SQUADRON 1987 (GW)
 AG0004'RECOVERED AS DESCRIBED.
 AG0004
 AG0004                          STATION RECOVERY (1995)
 AG0004
 AG0004'RECOVERY NOTE BY US POWER SQUADRON 1995
 AG0004'RECOVERED IN GOOD CONDITION.
 AG0004
 AG0004                          STATION RECOVERY (2004)
 AG0004
 AG0004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GSA)
 AG0004'IT APPEARS THE DESCRIBED INLET HAS BEEN REPLACED AS PART OF A ROAD
 AG0004'WIDENING PROJECT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0005 ***********************************************************************
 AG0005  DESIGNATION -  119
 AG0005  PID         -  AG0005
 AG0005  STATE/COUNTY-  FL/PINELLAS
 AG0005  COUNTRY     -  US
 AG0005  USGS QUAD   -  SEMINOLE (2018)
 AG0005
 AG0005                         *CURRENT SURVEY CONTROL
 AG0005  ______________________________________________________________________
 AG0005* NAD 83(1986) POSITION- 27 50 07.     (N) 082 50 05.     (W)   SCALED
 AG0005* NAVD 88 ORTHO HEIGHT -     0.956 (meters)        3.14  (feet) ADJUSTED
 AG0005  ______________________________________________________________________
 AG0005  GEOID HEIGHT    -        -24.349 (meters)                     GEOID18
 AG0005  DYNAMIC HEIGHT  -          0.954 (meters)        3.13  (feet) COMP
 AG0005  MODELED GRAVITY -    979,183.1   (mgal)                       NAVD 88
 AG0005
 AG0005  VERT ORDER      -  SECOND    CLASS II
 AG0005
 AG0005.The horizontal coordinates were scaled from a map and have
 AG0005.an estimated accuracy of +/- 6 seconds.
 AG0005
 AG0005.The orthometric height was determined by differential leveling and
 AG0005.adjusted by the NATIONAL GEODETIC SURVEY
 AG0005.in June 1991.
 AG0005
 AG0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0005.GEOID18 height accuracy estimate available here.
 AG0005
 AG0005.Click photographs - Photos may exist for this station.
 AG0005
 AG0005.The dynamic height is computed by dividing the NAVD 88
 AG0005.geopotential number by the normal gravity value computed on the
 AG0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0005.degrees latitude (g = 980.6199 gals.).
 AG0005
 AG0005.The modeled gravity was interpolated from observed gravity values.
 AG0005
 AG0005;                    North         East    Units  Estimated Accuracy
 AG0005;SPC FL W     -   388,240.      117,770.      MT  (+/- 180 meters Scaled)
 AG0005
 AG0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL193803(NAD 83)
 AG0005
 AG0005                          SUPERSEDED SURVEY CONTROL
 AG0005
 AG0005  NGVD 29 (??/??/92)    1.222  (m)            4.01   (f) ADJ UNCH    2 2
 AG0005
 AG0005.Superseded values are not recommended for survey control.
 AG0005
 AG0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0005.See file dsdata.pdf to determine how the superseded data were derived.
 AG0005
 AG0005_MARKER: DD = SURVEY DISK
 AG0005_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0005_SP_SET: INLET
 AG0005_STAMPING: 119
 AG0005_MARK LOGO: FLHD
 AG0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0005+STABILITY: SURFACE MOTION
 AG0005
 AG0005  HISTORY     - Date     Condition        Report By
 AG0005  HISTORY     - UNK      MONUMENTED       FLHD
 AG0005  HISTORY     - 1975     GOOD             FLDT
 AG0005  HISTORY     - 20040220 MARK NOT FOUND   INDIV
 AG0005
 AG0005                          STATION DESCRIPTION
 AG0005
 AG0005'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0005'AT REDINGTON SHORES.
 AG0005'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG0005'AND S.R. 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD.
 AG0005'FOR 3.80 MILES.  STATION ON LEFT, 42.0 FT. E. OF THE CENTERLINE
 AG0005'OF GULF BLVD., 260.0 FT. S. OF THE CENTERLINE OF 182ND AVE.
 AG0005'E., 39.0 FT. S. OF POWER POLE NUMBER 1A-34474-R, 36.7 FT. N.
 AG0005'OF A POWER AND LIGHT POLE, NUMBER 1A-50013-R.  SET IN TOP OF A
 AG0005'CONCRETE INLET.  SECTION 31, T30S, R15E.
 AG0005
 AG0005                          STATION RECOVERY (2004)
 AG0005
 AG0005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (GSA)
 AG0005'IT APPEARS THE DESCRIBED INLET HAS BEEN REPLACED AS PART OF A ROAD
 AG0005'WIDENING PROJECT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6985 ***********************************************************************
 AF6985  DESIGNATION -  119
 AF6985  PID         -  AF6985
 AF6985  STATE/COUNTY-  FL/MARTIN
 AF6985  COUNTRY     -  US
 AF6985  USGS QUAD   -  HOBE SOUND (2018)
 AF6985
 AF6985                         *CURRENT SURVEY CONTROL
 AF6985  ______________________________________________________________________
 AF6985* NAD 83(1986) POSITION- 27 02 13.     (N) 080 06 23.     (W)   SCALED
 AF6985* NAVD 88 ORTHO HEIGHT -     0.341 (meters)        1.12  (feet) ADJUSTED
 AF6985  ______________________________________________________________________
 AF6985  GEOID HEIGHT    -        -27.682 (meters)                     GEOID18
 AF6985  DYNAMIC HEIGHT  -          0.340 (meters)        1.12  (feet) COMP
 AF6985  MODELED GRAVITY -    979,095.6   (mgal)                       NAVD 88
 AF6985
 AF6985  VERT ORDER      -  SECOND    CLASS I
 AF6985
 AF6985.The horizontal coordinates were scaled from a map and have
 AF6985.an estimated accuracy of +/- 6 seconds.
 AF6985
 AF6985.The orthometric height was determined by differential leveling and
 AF6985.adjusted by the NATIONAL GEODETIC SURVEY
 AF6985.in June 1991.
 AF6985
 AF6985.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6985.GEOID18 height accuracy estimate available here.
 AF6985
 AF6985.Click photographs - Photos may exist for this station.
 AF6985
 AF6985.The dynamic height is computed by dividing the NAVD 88
 AF6985.geopotential number by the normal gravity value computed on the
 AF6985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6985.degrees latitude (g = 980.6199 gals.).
 AF6985
 AF6985.The modeled gravity was interpolated from observed gravity values.
 AF6985
 AF6985;                    North         East    Units  Estimated Accuracy
 AF6985;SPC FL E     -   299,810.      288,660.      MT  (+/- 180 meters Scaled)
 AF6985
 AF6985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK886908(NAD 83)
 AF6985
 AF6985                          SUPERSEDED SURVEY CONTROL
 AF6985
 AF6985  NGVD 29 (09/01/92)    0.794  (m)            2.61   (f) ADJUSTED    2 1
 AF6985
 AF6985.Superseded values are not recommended for survey control.
 AF6985
 AF6985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6985.See file dsdata.pdf to determine how the superseded data were derived.
 AF6985
 AF6985_MARKER: DB = BENCH MARK DISK
 AF6985_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF6985_SP_SET: CONCRETE WALKWAY
 AF6985_STAMPING: MART CO 119 1976
 AF6985_MARK LOGO: FLDNR
 AF6985_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6985
 AF6985  HISTORY     - Date     Condition        Report By
 AF6985  HISTORY     - 1976     MONUMENTED       FLDNR
 AF6985  HISTORY     - 1980     GOOD             FLDNR
 AF6985  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AF6985  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AF6985  HISTORY     - 20230727 MARK NOT FOUND   GEOCAC
 AF6985
 AF6985                          STATION DESCRIPTION
 AF6985
 AF6985'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6985'3.0 MI SE FROM HOBE SOUND.
 AF6985'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6985'HOBE SOUND, PROCEED 3.3 MILES EASTERLY AND SOUTHERLY ALONG STATE ROAD
 AF6985'707 TO THE PRIVATE DRIVE TO THE MEAD RESIDENCE, PROCEED WESTERLY 0.2
 AF6985'MILE ALONG THE MEAD DRIVEWAY TO THE DOCK AND THE MARK.  THE MARK BEARS
 AF6985'12.0 FEET NORTH OF THE SOUTHEAST CORNER OF THE DOCK, 1.6 FEET EAST OF
 AF6985'THE NORTHEAST CORNER OF THE DOCK, AND 58.65 FEET WEST OF THE EAST END
 AF6985'OF THE CONCRETE WALKWAY LEADING TO THE DOCK.
 AF6985
 AF6985                          STATION RECOVERY (1991)
 AF6985
 AF6985'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6985'MARK NOT FOUND.
 AF6985
 AF6985                          STATION RECOVERY (2003)
 AF6985
 AF6985'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6985'MEAD RESIDENCE IS HOUSE NUMBER 216
 AF6985'
 AF6985
 AF6985                          STATION RECOVERY (2023)
 AF6985
 AF6985'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF6985'MARK NOT FOUND.  WALKWAY HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7100 ***********************************************************************
 AG7100  DESIGNATION -  119 C OF SP
 AG7100  PID         -  AG7100
 AG7100  STATE/COUNTY-  FL/PINELLAS
 AG7100  COUNTRY     -  US
 AG7100  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7100
 AG7100                         *CURRENT SURVEY CONTROL
 AG7100  ______________________________________________________________________
 AG7100* NAD 83(1986) POSITION- 27 43 17.     (N) 082 39 47.     (W)   SCALED
 AG7100* NAVD 88 ORTHO HEIGHT -     4.842 (meters)       15.89  (feet) ADJUSTED
 AG7100  ______________________________________________________________________
 AG7100  GEOID HEIGHT    -        -24.453 (meters)                     GEOID18
 AG7100  DYNAMIC HEIGHT  -          4.835 (meters)       15.86  (feet) COMP
 AG7100  MODELED GRAVITY -    979,169.4   (mgal)                       NAVD 88
 AG7100
 AG7100  VERT ORDER      -  SECOND    CLASS II
 AG7100
 AG7100.The horizontal coordinates were scaled from a map and have
 AG7100.an estimated accuracy of +/- 6 seconds.
 AG7100
 AG7100.The orthometric height was determined by differential leveling and
 AG7100.adjusted by the NATIONAL GEODETIC SURVEY
 AG7100.in June 1991.
 AG7100
 AG7100.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7100.GEOID18 height accuracy estimate available here.
 AG7100
 AG7100.Click photographs - Photos may exist for this station.
 AG7100
 AG7100.The dynamic height is computed by dividing the NAVD 88
 AG7100.geopotential number by the normal gravity value computed on the
 AG7100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7100.degrees latitude (g = 980.6199 gals.).
 AG7100
 AG7100.The modeled gravity was interpolated from observed gravity values.
 AG7100
 AG7100;                    North         East    Units  Estimated Accuracy
 AG7100;SPC FL W     -   375,510.      134,620.      MT  (+/- 180 meters Scaled)
 AG7100
 AG7100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL360674(NAD 83)
 AG7100
 AG7100                          SUPERSEDED SURVEY CONTROL
 AG7100
 AG7100  NGVD 29 (??/??/92)    5.128  (m)           16.82   (f) ADJ UNCH    2 2
 AG7100
 AG7100.Superseded values are not recommended for survey control.
 AG7100
 AG7100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7100.See file dsdata.pdf to determine how the superseded data were derived.
 AG7100
 AG7100_MARKER: DD = SURVEY DISK
 AG7100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7100_PROJECTION: FLUSH
 AG7100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7100+STABILITY: SURFACE MOTION
 AG7100
 AG7100  HISTORY     - Date     Condition        Report By
 AG7100  HISTORY     - UNK      MONUMENTED       FL2730
 AG7100  HISTORY     - 1977     GOOD             FL-103
 AG7100  HISTORY     - 19980321 GOOD             USPSQD
 AG7100  HISTORY     - 20050206 POOR             USPSQD
 AG7100  HISTORY     - 20081009 GOOD             PINCPW
 AG7100
 AG7100                          STATION DESCRIPTION
 AG7100
 AG7100'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7100'IN ST PETERSBURG.
 AG7100'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST. S.
 AG7100'AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19A, RUN EASTERLY FOR
 AG7100'1.05 MILES TO 22ND ST. S. COLUMBUS WAY S. TRUN LEFT AND RUN NORTHWEST-
 AG7100'ERLY ON COLUMBUS WAY S. FOR 0.20 MILE TO ALMERIA WAY S. TURN RIGHT AND
 AG7100'RUN EASTERLY ON ALMERIA WAY S. FOR 0.05 MILE TO CADIZ WAY S. STATION
 AG7100'ON LEFT, IN WEST END OF TRAFFIC TRIANGLE, 14.9 FT. NORTH OF THE
 AG7100'CENTERLINE OF ALMERIA WAY S., 9.0 FT. S.E. OF THE CENTERLINE OF CADIZ
 AG7100'WAY S., 96.6 FT. NORTH OF THE N.E. CORNER OF A ONE STORY FRAME HOUSE
 AG7100'2226 ALMERIA WAY S., 67.0 FT. S.W. OF A 15 INCH PINE TREE, 0.5 FT.
 AG7100'EAST OF BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH
 AG7100'WITH THE GROUND.  NO STAMPING ON DISK.
 AG7100
 AG7100                          STATION RECOVERY (1998)
 AG7100
 AG7100'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7100'RECOVERED IN GOOD CONDITION.
 AG7100
 AG7100                          STATION RECOVERY (2005)
 AG7100
 AG7100'RECOVERY NOTE BY US POWER SQUADRON 2005
 AG7100'THE POST CONTAINING THE MARKER HAS BEEN SLIGHTLY DAMAGED.
 AG7100
 AG7100                          STATION RECOVERY (2008)
 AG7100
 AG7100'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG7100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0212 ***********************************************************************
 AK0212  DESIGNATION -  12
 AK0212  PID         -  AK0212
 AK0212  STATE/COUNTY-  FL/SEMINOLE
 AK0212  COUNTRY     -  US
 AK0212  USGS QUAD   -  SANFORD (2018)
 AK0212
 AK0212                         *CURRENT SURVEY CONTROL
 AK0212  ______________________________________________________________________
 AK0212* NAD 83(1986) POSITION- 28 47 11.     (N) 081 15 21.     (W)   SCALED
 AK0212* NAVD 88 ORTHO HEIGHT -    12.637 (meters)       41.46  (feet) ADJUSTED
 AK0212  ______________________________________________________________________
 AK0212  GEOID HEIGHT    -        -27.837 (meters)                     GEOID18
 AK0212  DYNAMIC HEIGHT  -         12.619 (meters)       41.40  (feet) COMP
 AK0212  MODELED GRAVITY -    979,240.0   (mgal)                       NAVD 88
 AK0212
 AK0212  VERT ORDER      -  FIRST     CLASS II
 AK0212
 AK0212.The horizontal coordinates were scaled from a map and have
 AK0212.an estimated accuracy of +/- 6 seconds.
 AK0212
 AK0212.The orthometric height was determined by differential leveling and
 AK0212.adjusted by the NATIONAL GEODETIC SURVEY
 AK0212.in June 1991.
 AK0212
 AK0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0212.GEOID18 height accuracy estimate available here.
 AK0212
 AK0212.Click photographs - Photos may exist for this station.
 AK0212
 AK0212.The dynamic height is computed by dividing the NAVD 88
 AK0212.geopotential number by the normal gravity value computed on the
 AK0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0212.degrees latitude (g = 980.6199 gals.).
 AK0212
 AK0212.The modeled gravity was interpolated from observed gravity values.
 AK0212
 AK0212;                    North         East    Units  Estimated Accuracy
 AK0212;SPC FL E     -   493,380.      175,020.      MT  (+/- 180 meters Scaled)
 AK0212
 AK0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM750843(NAD 83)
 AK0212
 AK0212                          SUPERSEDED SURVEY CONTROL
 AK0212
 AK0212  NGVD 29 (??/??/92)   12.952  (m)           42.49   (f) ADJ UNCH    1 2
 AK0212
 AK0212.Superseded values are not recommended for survey control.
 AK0212
 AK0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0212.See file dsdata.pdf to determine how the superseded data were derived.
 AK0212
 AK0212_MARKER: B = BOLT
 AK0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0212_STAMPING: US NAVY 1945
 AK0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0212+STABILITY: SURFACE MOTION
 AK0212
 AK0212  HISTORY     - Date     Condition        Report By
 AK0212  HISTORY     - 1945     MONUMENTED       USN
 AK0212  HISTORY     - 1960     GOOD             CGS
 AK0212  HISTORY     - 1978     MARK NOT FOUND   NGS
 AK0212  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AK0212  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK0212  HISTORY     - 19950128 MARK NOT FOUND   USPSQD
 AK0212  HISTORY     - 20210512 MARK NOT FOUND   GEOCAC
 AK0212
 AK0212                          STATION DESCRIPTION
 AK0212
 AK0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AK0212'1 MI E FROM SANFORD.
 AK0212'ABOUT 1.0 MILE EAST ALONG STATE HIGHWAY 46 FROM THE JUNCTION OF
 AK0212'U.S. HIGHWAY 17 IN THE SOUTH PART OF SANFORD, AT THE INTERSECTION
 AK0212'OF MELLONVILLE AVENUE (LEADING SOUTH TO SANFORD NAVAL AIR STATION),
 AK0212'18 FEET SOUTH OF SOUTH CURB LINE OF EAST 25TH STREET (STATE
 AK0212'HIGHWAY 46), 31 FEET WEST OF CENTER LINE OF MELLONVILLE AVENUE,
 AK0212'42 1/2 FEET SOUTHWEST OF CENTER OF INTERSECTION, 29 FEET NORTH OF
 AK0212'A POWER POLE, 1 FOOT ABOV LEVEL OF HIGHWAY AND AS A BRASS BOLT
 AK0212'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 AK0212
 AK0212                          STATION RECOVERY (1978)
 AK0212
 AK0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AK0212'MARK NOT FOUND.
 AK0212
 AK0212                          STATION RECOVERY (1986)
 AK0212
 AK0212'RECOVERY NOTE BY US POWER SQUADRON 1986 (IEE)
 AK0212'MARK NOT FOUND.
 AK0212
 AK0212                          STATION RECOVERY (1988)
 AK0212
 AK0212'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK0212'MARK NOT FOUND.
 AK0212
 AK0212                          STATION RECOVERY (1995)
 AK0212
 AK0212'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK0212'MARK NOT FOUND.
 AK0212
 AK0212                          STATION RECOVERY (2021)
 AK0212
 AK0212'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK0212'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ7418 ***********************************************************************
 DQ7418  DESIGNATION -  12 81 A 13 REF MK 2
 DQ7418  PID         -  DQ7418
 DQ7418  STATE/COUNTY-  FL/LEE
 DQ7418  COUNTRY     -  US
 DQ7418  USGS QUAD   -  PLACIDA (2018)
 DQ7418
 DQ7418                         *CURRENT SURVEY CONTROL
 DQ7418  ______________________________________________________________________
 DQ7418* NAD 83(1986) POSITION- 26 45 07.21   (N) 082 15 44.35   (W)   HD_HELD1
 DQ7418* NAVD 88 ORTHO HEIGHT -     1.296 (meters)        4.25  (feet) ADJUSTED
 DQ7418  ______________________________________________________________________
 DQ7418  GEOID HEIGHT    -        -23.802 (meters)                     GEOID18
 DQ7418  DYNAMIC HEIGHT  -          1.294 (meters)        4.25  (feet) COMP
 DQ7418  MODELED GRAVITY -    979,098.7   (mgal)                       NAVD 88
 DQ7418
 DQ7418  VERT ORDER      -  SECOND    CLASS I
 DQ7418
 DQ7418.The horizontal coordinates were determined by differentially corrected
 DQ7418.hand held GPS observations or other comparable positioning techniques
 DQ7418.and have an estimated accuracy of +/- 3 meters.
 DQ7418
 DQ7418.The orthometric height was determined by differential leveling and
 DQ7418.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7418.in April 2018.
 DQ7418
 DQ7418.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7418.GEOID18 height accuracy estimate available here.
 DQ7418
 DQ7418.Click photographs - Photos may exist for this station.
 DQ7418
 DQ7418.The dynamic height is computed by dividing the NAVD 88
 DQ7418.geopotential number by the normal gravity value computed on the
 DQ7418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7418.degrees latitude (g = 980.6199 gals.).
 DQ7418
 DQ7418.The modeled gravity was interpolated from observed gravity values.
 DQ7418
 DQ7418;                    North         East    Units  Estimated Accuracy
 DQ7418;SPC FL W     -   267,954.1     173,908.1     MT  (+/- 3 meters HH1 GPS) 
 DQ7418
 DQ7418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7447959590(NAD 83)
 DQ7418
 DQ7418                          SUPERSEDED SURVEY CONTROL
 DQ7418
 DQ7418.No superseded survey control is available for this station.
 DQ7418
 DQ7418_MARKER: DR = REFERENCE MARK DISK
 DQ7418_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ7418_SP_SET: SIDEWALK
 DQ7418_STAMPING: 12 81 A 13 REF MK 2
 DQ7418_MARK LOGO: FLDNR
 DQ7418_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ7418_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ7418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ7418+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2016
 DQ7418
 DQ7418  HISTORY     - Date     Condition        Report By
 DQ7418  HISTORY     - 1981     MONUMENTED       FLDT
 DQ7418  HISTORY     - 20161229 GOOD             CARDNO
 DQ7418
 DQ7418                          STATION DESCRIPTION
 DQ7418
 DQ7418'DESCRIBED BY CARDNO INC 2016 (SU)
 DQ7418'THE STATION IS LOCATED ABOUT 5.5 MI (8.8 KM) SOUTH OF PLACIDA, 2.2 MI
 DQ7418'(3.5 KM) NORTH OF PORT BOCA GRANDE AND IN THE TOWN OF BOCA GRANDE, FL.
 DQ7418'OWNERSHIP--ROAD RIGHT-OF-WAY.
 DQ7418'
 DQ7418'TO REACH THE STATION FROM THE JUNCTION OF PLACIDA ROAD AND BOCA GRANDE
 DQ7418'CAUSEWAY IN PLACIDA, GO SOUTH ON BOCA GRANDE CAUSEWAY (TOLL ROAD) FOR
 DQ7418'2.5 MI (4.0 KM) TO THE END OF THE CAUSEWAY AND BEGINNING OF GASPARILLA
 DQ7418'ROAD.  CONTINUE SOUTH ALONE GASPARILLA ROAD 3.7 MI (6.0 KM) TO THE
 DQ7418'INTERSECTION OF GASPARILLA ROAD AND FIFTH STREET AND THE MARK ON THE
 DQ7418'RIGHT SET IN THE NORTHWEST QUADRANT OF THE INTERSECTION IN THE
 DQ7418'SIDEWALK.
 DQ7418'
 DQ7418'IT IS 52 FT (15.8 M) WEST OF THE CENTERLINE OF GALPARSILO ROAD, 63.3
 DQ7418'FT (19.3 M) EAST OF A FIRE HYDRANT, 35.5 FT (10.8 M) NORTHEAST OF A 12
 DQ7418'INCH (30 CM) CABBAGE PALM AND 1 FT (0.3 M) SOUTH OF THE NORTH EDGE OF
 DQ7418'THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7797 ***********************************************************************
 AG7797  DESIGNATION -  12 81 A 15
 AG7797  PID         -  AG7797
 AG7797  STATE/COUNTY-  FL/LEE
 AG7797  COUNTRY     -  US
 AG7797  USGS QUAD   -  PORT BOCA GRANDE (2018)
 AG7797
 AG7797                         *CURRENT SURVEY CONTROL
 AG7797  ______________________________________________________________________
 AG7797* NAD 83(1986) POSITION- 26 44 45.22   (N) 082 15 47.72   (W)   HD_HELD1
 AG7797* NAVD 88 ORTHO HEIGHT -     1.972 (meters)        6.47  (feet) ADJUSTED
 AG7797  ______________________________________________________________________
 AG7797  GEOID HEIGHT    -        -23.800 (meters)                     GEOID18
 AG7797  DYNAMIC HEIGHT  -          1.969 (meters)        6.46  (feet) COMP
 AG7797  MODELED GRAVITY -    979,097.9   (mgal)                       NAVD 88
 AG7797
 AG7797  VERT ORDER      -  SECOND    CLASS I
 AG7797
 AG7797.The horizontal coordinates were determined by differentially corrected
 AG7797.hand held GPS observations or other comparable positioning techniques
 AG7797.and have an estimated accuracy of +/- 3 meters.
 AG7797
 AG7797.The orthometric height was determined by differential leveling and
 AG7797.adjusted by the NATIONAL GEODETIC SURVEY
 AG7797.in April 2018.
 AG7797
 AG7797.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7797.GEOID18 height accuracy estimate available here.
 AG7797
 AG7797.Click photographs - Photos may exist for this station.
 AG7797
 AG7797.The dynamic height is computed by dividing the NAVD 88
 AG7797.geopotential number by the normal gravity value computed on the
 AG7797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7797.degrees latitude (g = 980.6199 gals.).
 AG7797
 AG7797.The modeled gravity was interpolated from observed gravity values.
 AG7797
 AG7797;                    North         East    Units  Estimated Accuracy
 AG7797;SPC FL W     -   267,277.5     173,813.6     MT  (+/- 3 meters HH1 GPS) 
 AG7797
 AG7797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7437958914(NAD 83)
 AG7797
 AG7797                          SUPERSEDED SURVEY CONTROL
 AG7797
 AG7797  NAVD 88 (06/15/91)    1.977  (m)            6.49   (f) SUPERSEDED  2 1
 AG7797
 AG7797.Superseded values are not recommended for survey control.
 AG7797
 AG7797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7797.See file dsdata.pdf to determine how the superseded data were derived.
 AG7797
 AG7797_MARKER: DD = SURVEY DISK
 AG7797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7797_STAMPING: 12 81 A15
 AG7797_MARK LOGO: FLDNR
 AG7797_PROJECTION: RECESSED 5 CENTIMETERS
 AG7797_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7797+STABILITY: SURFACE MOTION
 AG7797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7797+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2019
 AG7797
 AG7797  HISTORY     - Date     Condition        Report By
 AG7797  HISTORY     - 1981     MONUMENTED       FLDT
 AG7797  HISTORY     - 1984     GOOD             FLDNR
 AG7797  HISTORY     - 1990     GOOD             USPSQD
 AG7797  HISTORY     - 20080806 GOOD             FLDEP
 AG7797  HISTORY     - 20161222 GOOD             CARDNO
 AG7797  HISTORY     - 20190804 GOOD             JOHNSN
 AG7797
 AG7797                          STATION DESCRIPTION
 AG7797
 AG7797'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7797'IN BOCA GRANDE.
 AG7797'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7797'TO GASPARILLA ISLAND, GO 5.8 MILES SOUTHERLY ON COUNTY ROAD 771 TO THE
 AG7797'INTERSECTION OF 5TH STREET, GO 0.1 MILE WEST ON 5TH STREET TO THE
 AG7797'JUNCTION OF GILCHRIST AVENUE, GO 0.4 MILE SOUTH ON GILCHRIST AVENUE
 AG7797'(BECOMES GULF BOULEVARD) TO THE MARK.  THE MARK BEARS 19.5 FEET
 AG7797'EAST-SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF GILCHRIST
 AG7797'AVENUE, 20 FEET NORTH-NORTHEAST OF THE SOUTH END OF THE MEDIAN, 24.5
 AG7797'FEET WEST-NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 AG7797'GILCHRIST AVENUE, 166 FEET SOUTHWEST OF THE JUNCTION OF 1ST STREET
 AG7797'WITH GILCHRIST AVENUE, AND 1 FOOT SOUTH OF A WITNESS POST.
 AG7797
 AG7797                          STATION RECOVERY (1990)
 AG7797
 AG7797'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7797'RECOVERED IN GOOD CONDITION.
 AG7797
 AG7797                          STATION RECOVERY (2008)
 AG7797
 AG7797'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7797'RECOVERED AS DESCRIBED.
 AG7797
 AG7797                          STATION RECOVERY (2016)
 AG7797
 AG7797'RECOVERY NOTE BY CARDNO INC 2016 (JNH)
 AG7797'RECOVERED AS DESCRIBED.
 AG7797
 AG7797                          STATION RECOVERY (2019)
 AG7797
 AG7797'RECOVERY NOTE BY JOHNSON ENGINEERING INCORPORATED 2019 (SAL)
 AG7797'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7798 ***********************************************************************
 AG7798  DESIGNATION -  12 81 A 17
 AG7798  PID         -  AG7798
 AG7798  STATE/COUNTY-  FL/LEE
 AG7798  COUNTRY     -  US
 AG7798  USGS QUAD   -  PORT BOCA GRANDE (2018)
 AG7798
 AG7798                         *CURRENT SURVEY CONTROL
 AG7798  ______________________________________________________________________
 AG7798* NAD 83(1986) POSITION- 26 43 52.7    (N) 082 15 43.6    (W)   HD_HELD2
 AG7798* NAVD 88 ORTHO HEIGHT -     0.874 (meters)        2.87  (feet) ADJUSTED
 AG7798  ______________________________________________________________________
 AG7798  GEOID HEIGHT    -        -23.791 (meters)                     GEOID18
 AG7798  DYNAMIC HEIGHT  -          0.873 (meters)        2.86  (feet) COMP
 AG7798  MODELED GRAVITY -    979,096.2   (mgal)                       NAVD 88
 AG7798
 AG7798  VERT ORDER      -  SECOND    CLASS I
 AG7798
 AG7798.The horizontal coordinates were established by autonomous hand held GPS
 AG7798.observations and have an estimated accuracy of +/- 10 meters.
 AG7798
 AG7798.The orthometric height was determined by differential leveling and
 AG7798.adjusted by the NATIONAL GEODETIC SURVEY
 AG7798.in July 2010.
 AG7798
 AG7798.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7798.GEOID18 height accuracy estimate available here.
 AG7798
 AG7798.Click photographs - Photos may exist for this station.
 AG7798
 AG7798.The dynamic height is computed by dividing the NAVD 88
 AG7798.geopotential number by the normal gravity value computed on the
 AG7798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7798.degrees latitude (g = 980.6199 gals.).
 AG7798
 AG7798.The modeled gravity was interpolated from observed gravity values.
 AG7798
 AG7798;                    North         East    Units  Estimated Accuracy
 AG7798;SPC FL W     -   265,661.      173,924.      MT  (+/- 10 meters HH2 GPS)
 AG7798
 AG7798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7447757297(NAD 83)
 AG7798
 AG7798                          SUPERSEDED SURVEY CONTROL
 AG7798
 AG7798  NAVD 88 (06/15/91)    0.899  (m)            2.95   (f) SUPERSEDED  2 1
 AG7798
 AG7798.Superseded values are not recommended for survey control.
 AG7798
 AG7798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7798.See file dsdata.pdf to determine how the superseded data were derived.
 AG7798
 AG7798_MARKER: DD = SURVEY DISK
 AG7798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7798_STAMPING: 12 81 A17
 AG7798_MARK LOGO: FLDNR
 AG7798_PROJECTION: RECESSED 8 CENTIMETERS
 AG7798_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7798+STABILITY: SURFACE MOTION
 AG7798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7798+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2019
 AG7798
 AG7798  HISTORY     - Date     Condition        Report By
 AG7798  HISTORY     - 1981     MONUMENTED       FLDT
 AG7798  HISTORY     - 1984     GOOD             FLDNR
 AG7798  HISTORY     - 1990     GOOD             USPSQD
 AG7798  HISTORY     - 20020603 GOOD             USPSQD
 AG7798  HISTORY     - 20080806 GOOD             FLDEP
 AG7798  HISTORY     - 20120103 GOOD             CRAMER
 AG7798  HISTORY     - 20161222 GOOD             CARDNO
 AG7798  HISTORY     - 20190804 GOOD             JOHNSN
 AG7798
 AG7798                          STATION DESCRIPTION
 AG7798
 AG7798'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7798'IN BOCA GRANDE.
 AG7798'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7798'TO GASPARILLA ISLAND, GO 5.8 MILES SOUTHERLY ON COUNTY ROAD 771 TO THE
 AG7798'INTERSECTION OF 5TH STREET, GO 0.1 MILE WEST ON 5TH STREET TO THE
 AG7798'JUNCTION OF GILCHRIST AVENUE, GO 1.5 MILES SOUTH ON GILCHRIST AVENUE
 AG7798'(BECOMES GULF BOULEVARD) TO THE MARK.  THE MARK BEARS 31 FEET
 AG7798'NORTH-NORTHEAST OF THE CENTERLINE OF AN ENTRANCE DRIVE, 32 FEET
 AG7798'WEST-NORTHWEST OF THE CENTERLINE OF GULF BOULEVARD, AND 42.5 FEET
 AG7798'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE.
 AG7798
 AG7798                          STATION RECOVERY (1990)
 AG7798
 AG7798'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7798'RECOVERED IN GOOD CONDITION.
 AG7798
 AG7798                          STATION RECOVERY (2002)
 AG7798
 AG7798'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7798'RECOVERED IN GOOD CONDITION.
 AG7798
 AG7798                          STATION RECOVERY (2008)
 AG7798
 AG7798'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7798'RECOVERED AS DESCRIBED.
 AG7798
 AG7798                          STATION RECOVERY (2012)
 AG7798
 AG7798'RECOVERY NOTE BY D CRAMER SURVEYING INC 2012 (DKC)
 AG7798'RECOVERED IN GOOD CONDITION.
 AG7798
 AG7798                          STATION RECOVERY (2016)
 AG7798
 AG7798'RECOVERY NOTE BY CARDNO INC 2016 (JNH)
 AG7798'RECOVERED AS DESCRIBED.
 AG7798
 AG7798                          STATION RECOVERY (2019)
 AG7798
 AG7798'RECOVERY NOTE BY JOHNSON ENGINEERING INCORPORATED 2019 (SAL)
 AG7798'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3720 ***********************************************************************
 DN3720  TIDAL BM    -  This is a Tidal Bench Mark.
 DN3720  DESIGNATION -  12 83 A48 RM 2
 DN3720  PID         -  DN3720
 DN3720  STATE/COUNTY-  FL/LEE
 DN3720  COUNTRY     -  US
 DN3720  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3720
 DN3720                         *CURRENT SURVEY CONTROL
 DN3720  ______________________________________________________________________
 DN3720* NAD 83(1986) POSITION- 26 20 39.89   (N) 081 51 04.00   (W)   HD_HELD1
 DN3720* NAVD 88 ORTHO HEIGHT -     0.920 (meters)        3.02  (feet) ADJUSTED
 DN3720  ______________________________________________________________________
 DN3720  GEOID HEIGHT    -        -23.859 (meters)                     GEOID18
 DN3720  DYNAMIC HEIGHT  -          0.918 (meters)        3.01  (feet) COMP
 DN3720  MODELED GRAVITY -    979,053.9   (mgal)                       NAVD 88
 DN3720
 DN3720  VERT ORDER      -  FIRST     CLASS II
 DN3720
 DN3720.The horizontal coordinates were determined by differentially corrected
 DN3720.hand held GPS observations or other comparable positioning techniques
 DN3720.and have an estimated accuracy of +/- 3 meters.
 DN3720
 DN3720.The orthometric height was determined by differential leveling and
 DN3720.adjusted by the NATIONAL GEODETIC SURVEY
 DN3720.in May 2013.
 DN3720
 DN3720.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3720.GEOID18 height accuracy estimate available here.
 DN3720
 DN3720.This Tidal Bench Mark is designated as VM 24641
 DN3720.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DN3720
 DN3720.Click photographs - Photos may exist for this station.
 DN3720
 DN3720.The dynamic height is computed by dividing the NAVD 88
 DN3720.geopotential number by the normal gravity value computed on the
 DN3720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3720.degrees latitude (g = 980.6199 gals.).
 DN3720
 DN3720.The modeled gravity was interpolated from observed gravity values.
 DN3720
 DN3720;                    North         East    Units  Estimated Accuracy
 DN3720;SPC FL W     -   222,779.0     214,861.8     MT  (+/- 3 meters HH1 GPS) 
 DN3720
 DN3720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1507014106(NAD 83)
 DN3720
 DN3720                          SUPERSEDED SURVEY CONTROL
 DN3720
 DN3720.No superseded survey control is available for this station.
 DN3720
 DN3720_MARKER: DD = SURVEY DISK
 DN3720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3720_STAMPING: 12 83 A48 REF MK 2
 DN3720_MARK LOGO: FLDNR
 DN3720_PROJECTION: RECESSED 3 CENTIMETERS
 DN3720_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3720+STABILITY: SURFACE MOTION
 DN3720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3720+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2022
 DN3720
 DN3720  HISTORY     - Date     Condition        Report By
 DN3720  HISTORY     - 1983     MONUMENTED       FLDNR
 DN3720  HISTORY     - 20080905 GOOD             FLDEP
 DN3720  HISTORY     - 20220330 GOOD             T2UES
 DN3720
 DN3720                          STATION DESCRIPTION
 DN3720
 DN3720'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DN3720'THE MARK IS ABOUT 9.5 MI (15.3 KM) SOUTHEAST OF FORT MYERS BEACH, 7.0
 DN3720'MI (11.3 KM) SOUTH-SOUTHWEST OF ESTERO, 4.5 MI (7.2 KM) WEST OF BONITA
 DN3720'SPRINGS, IN SECTION 31, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 DN3720'
 DN3720'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3720'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3720'WEST ON BONITA BEACH ROAD (COUNTY ROAD 865) FOR 2.3 MI (3.7 KM) TO THE
 DN3720'INTERSECTION OF BAREFOOT BEACH BOULEVARD.  CONTINUE WEST THEN NORTH ON
 DN3720'HICKORY BOULEVARD (BONITA BEACH ROAD TURNS INTO HICKORY BOULEVARD) FOR
 DN3720'1.2 MI (1.9 KM) TO THE JUNCTION OF MCLAUGHLIN BOULEVARD ON THE RIGHT
 DN3720'AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DN3720'RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT
 DN3720'(0.3 M) BELOW THE LEVEL OF HICKORY BOULEVARD.
 DN3720'
 DN3720'LOCATED 72.0 FT (21.9 M) SOUTH OF THE EXTENDED CENTERLINE OF
 DN3720'MCLAUGHLIN ROAD, 67.0 FT (20.4 M) SOUTH OF THE APPROXIMATE CENTERLINE
 DN3720'OF A BEACH ACCESS AREA, 48.5 FT (14.8 M) WEST OF THE CENTERLINE OF
 DN3720'HICKORY BOULEVARD, 16.0 FT (4.9 M) NORTH OF THE APPROXIMATE CENTERLINE
 DN3720'OF A DRIVE AT 27040, 1.0 FT (0.3 M) EAST OF A 4.0 FT (1.2 M) TALL
 DN3720'CHAIN LINK FENCE AND 0.9 FT (27 CM) EAST OF A CARSONITE WITNESS POST.
 DN3720'NOTE A MAGNET WAS IMBEDDED INTO THE GROUND ON THE SOUTH SIDE OF THE
 DN3720'MONUMENT
 DN3720
 DN3720                          STATION RECOVERY (2022)
 DN3720
 DN3720'RECOVERY NOTE BY T2 UES, INC. 2022 (JNH)
 DN3720'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9453 ***********************************************************************
 AG9453  DESIGNATION -  12 88 A30
 AG9453  PID         -  AG9453
 AG9453  STATE/COUNTY-  FL/LEE
 AG9453  COUNTRY     -  US
 AG9453  USGS QUAD   -  MATLACHA (2018)
 AG9453
 AG9453                         *CURRENT SURVEY CONTROL
 AG9453  ______________________________________________________________________
 AG9453* NAD 83(2011) POSITION- 26 41 03.53560(N) 082 02 21.85198(W)   ADJUSTED
 AG9453* NAD 83(2011) ELLIP HT-   -22.038 (meters)        (06/27/12)   ADJUSTED
 AG9453* NAD 83(2011) EPOCH   -  2010.00
 AG9453* NAVD 88 ORTHO HEIGHT -     1.8   (meters)        6.    (feet) GPS OBS
 AG9453  ______________________________________________________________________
 AG9453  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9453  GEOID HEIGHT    -        -24.700 (meters)                     GEOID93
 AG9453  GEOID HEIGHT    -        -23.853 (meters)                     GEOID18
 AG9453  NAD 83(2011) X  -    789,773.095 (meters)                     COMP
 AG9453  NAD 83(2011) Y  - -5,647,707.015 (meters)                     COMP
 AG9453  NAD 83(2011) Z  -  2,846,996.306 (meters)                     COMP
 AG9453  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 AG9453
 AG9453  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9453  Standards:
 AG9453         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9453            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9453  -------------------------------------------------------------------
 AG9453  NETWORK    1.44   2.35           0.56   0.61   1.20      0.14536403
 AG9453  -------------------------------------------------------------------
 AG9453  Click here for local accuracies and other accuracy information.
 AG9453
 AG9453.The horizontal coordinates were established by GPS observations
 AG9453.and adjusted by the National Geodetic Survey in June 2012.
 AG9453
 AG9453.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9453.been affixed to the stable North American tectonic plate. See 
 AG9453.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9453
 AG9453.The horizontal coordinates are valid at the epoch date displayed above
 AG9453.which is a decimal equivalence of Year/Month/Day.
 AG9453
 AG9453.The orthometric height was determined by GPS observations and a
 AG9453.high-resolution geoid model.
 AG9453
 AG9453.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9453.GEOID18 height accuracy estimate available here.
 AG9453
 AG9453.Click photographs - Photos may exist for this station.
 AG9453
 AG9453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9453
 AG9453.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9453
 AG9453.The ellipsoidal height was determined by GPS observations
 AG9453.and is referenced to NAD 83.
 AG9453
 AG9453. The following values were computed from the NAD 83(2011) position.
 AG9453
 AG9453;                    North         East     Units Scale Factor Converg.
 AG9453;SPC FL W     -   260,428.536   196,078.396   MT  0.99994137   -0 01 03.7
 AG9453;SPC FL W     -   854,422.62    643,300.54   sFT  0.99994137   -0 01 03.7
 AG9453;UTM  17      - 2,951,892.327   396,585.593   MT  0.99973203   -0 28 00.5
 AG9453
 AG9453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9453!SPC FL W     -   1.00000346  x   0.99994137  =   0.99994483
 AG9453!UTM  17      -   1.00000346  x   0.99973203  =   0.99973549
 AG9453
 AG9453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9658551892(NAD 83)
 AG9453
 AG9453                          SUPERSEDED SURVEY CONTROL
 AG9453
 AG9453  NAD 83(2007)-  26 41 03.53576(N)    082 02 21.85262(W) AD(2002.00) 0
 AG9453  ELLIP H (02/10/07)  -22.023  (m)                       GP(2002.00)    
 AG9453  NAD 83(1999)-  26 41 03.53599(N)    082 02 21.85305(W) AD(       ) 1
 AG9453  ELLIP H (07/06/01)  -22.018  (m)                       GP(       ) 4 2
 AG9453  NAD 83(1990)-  26 41 03.53432(N)    082 02 21.85226(W) AD(       ) 1
 AG9453  ELLIP H (11/12/93)  -21.964  (m)                       GP(       ) 4 1
 AG9453
 AG9453.Superseded values are not recommended for survey control.
 AG9453
 AG9453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9453.See file dsdata.pdf to determine how the superseded data were derived.
 AG9453
 AG9453_MARKER: DD = SURVEY DISK
 AG9453_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AG9453_STAMPING: 12-88-A30
 AG9453_MARK LOGO: FLDT
 AG9453_PROJECTION: RECESSED 15 CENTIMETERS
 AG9453_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9453+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2024
 AG9453
 AG9453  HISTORY     - Date     Condition        Report By
 AG9453  HISTORY     - 1988     MONUMENTED       FLDT
 AG9453  HISTORY     - 19901218 GOOD
 AG9453  HISTORY     - 19920901 GOOD             DENI
 AG9453  HISTORY     - 19971009 GOOD             USPSQD
 AG9453  HISTORY     - 20060508 GOOD             HOLE
 AG9453  HISTORY     - 20210109 GOOD             FLDEP
 AG9453  HISTORY     - 20240920 GOOD             HONC
 AG9453
 AG9453                          STATION DESCRIPTION
 AG9453
 AG9453'DESCRIBED 1990
 AG9453'RECOVERED IN GOOD CONDITION.
 AG9453
 AG9453                          STATION RECOVERY (1992)
 AG9453
 AG9453'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AG9453'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9453'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 31, TWP 43S,
 AG9453'RGE 23E, IN NORTHWEST CAPE CORAL, 5.8 MI (9.3 KM) SOUTH OF THE
 AG9453'LEE/CHARLOTTE COUNTY LINE, 10.7 MI (17.2 KM) NORTHWEST OF FORT MYERS.
 AG9453'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 78/PINE ISLAND ROAD
 AG9453'AND COUNTY ROAD 765/BURNT STORE ROAD, GO NORTH 3.2 MI (5.1 KM) ON
 AG9453'BURNT STORE ROAD TO STATION ON THE LEFT, 0.15 MI (0.24 KM) NORTH OF
 AG9453'GULFSTREAM PARKWAY, 234 FT (71.3 M) SOUTH OF N.W. 17TH LANE.
 AG9453'STATION IS 27.0 FT (8.2 M) WEST OF THE CENTERLINE OF BURNT STORE ROAD,
 AG9453'234 FT (71.3 M) SOUTH OF THE CENTERLINE OF N.W. 17TH LANE, 58.8 FT
 AG9453'(17.9 M) SOUTHEAST OF A POWER POLE, 3.0 FT (0.9 M) EAST OF A WITNESS
 AG9453'POST.
 AG9453'STATION MARK IS A FLORIDA DEPARTMENT OF TRANSPORTATION 3.5 INCH BRASS
 AG9453'SURVEY MARK DISK SET IN THE TOP OF A 4 INCH SQUARE CONCRETE POST, 2
 AG9453'INCHES BELOW GROUND LEVEL.
 AG9453
 AG9453                          STATION RECOVERY (1997)
 AG9453
 AG9453'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG9453'RECOVERED IN GOOD CONDITION.
 AG9453
 AG9453                          STATION RECOVERY (2006)
 AG9453
 AG9453'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2006 (BRH)
 AG9453'THE WITNESS POST IS MISSING.
 AG9453
 AG9453                          STATION RECOVERY (2021)
 AG9453
 AG9453'RECOVERY NOTE BY FL DEPT OF ENV PRO 2021 (DLP)
 AG9453'RECOVERED IN GOOD CONDITION.
 AG9453'
 AG9453'NOTE-WITH THIS ADDITION, A MAGNET WAS IMBEDDED IN THE GROUND ON THE
 AG9453'SOUTH SIDE OF THE MONUMENT.
 AG9453
 AG9453                          STATION RECOVERY (2024)
 AG9453
 AG9453'RECOVERY NOTE BY HONC INDUSTRIES 2024 (ZTF)
 AG9453'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9454 ***********************************************************************
 AG9454  DESIGNATION -  12 88 A36
 AG9454  PID         -  AG9454
 AG9454  STATE/COUNTY-  FL/LEE
 AG9454  COUNTRY     -  US
 AG9454  USGS QUAD   -  MATLACHA (2018)
 AG9454
 AG9454                         *CURRENT SURVEY CONTROL
 AG9454  ______________________________________________________________________
 AG9454* NAD 83(2011) POSITION- 26 43 36.09006(N) 082 02 20.65998(W)   ADJUSTED
 AG9454* NAD 83(2011) ELLIP HT-   -21.297 (meters)        (06/27/12)   ADJUSTED
 AG9454* NAD 83(2011) EPOCH   -  2010.00
 AG9454* NAVD 88 ORTHO HEIGHT -     2.6   (meters)        9.    (feet) GPS OBS
 AG9454  ______________________________________________________________________
 AG9454  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9454  GEOID HEIGHT    -        -24.730 (meters)                     GEOID93
 AG9454  GEOID HEIGHT    -        -23.877 (meters)                     GEOID18
 AG9454  NAD 83(2011) X  -    789,513.587 (meters)                     COMP
 AG9454  NAD 83(2011) Y  - -5,645,613.385 (meters)                     COMP
 AG9454  NAD 83(2011) Z  -  2,851,191.016 (meters)                     COMP
 AG9454  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 AG9454
 AG9454  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9454  Standards:
 AG9454         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9454            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9454  -------------------------------------------------------------------
 AG9454  NETWORK    1.48   2.47           0.59   0.62   1.26      0.12456599
 AG9454  -------------------------------------------------------------------
 AG9454  Click here for local accuracies and other accuracy information.
 AG9454
 AG9454.The horizontal coordinates were established by GPS observations
 AG9454.and adjusted by the National Geodetic Survey in June 2012.
 AG9454
 AG9454.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9454.been affixed to the stable North American tectonic plate. See 
 AG9454.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9454
 AG9454.The horizontal coordinates are valid at the epoch date displayed above
 AG9454.which is a decimal equivalence of Year/Month/Day.
 AG9454
 AG9454.The orthometric height was determined by GPS observations and a
 AG9454.high-resolution geoid model.
 AG9454
 AG9454.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9454.GEOID18 height accuracy estimate available here.
 AG9454
 AG9454.Click photographs - Photos may exist for this station.
 AG9454
 AG9454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9454
 AG9454.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9454
 AG9454.The ellipsoidal height was determined by GPS observations
 AG9454.and is referenced to NAD 83.
 AG9454
 AG9454. The following values were computed from the NAD 83(2011) position.
 AG9454
 AG9454;                    North         East     Units Scale Factor Converg.
 AG9454;SPC FL W     -   265,123.492   196,112.788   MT  0.99994136   -0 01 03.3
 AG9454;SPC FL W     -   869,825.99    643,413.37   sFT  0.99994136   -0 01 03.3
 AG9454;UTM  17      - 2,956,585.885   396,656.798   MT  0.99973185   -0 28 02.5
 AG9454
 AG9454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9454!SPC FL W     -   1.00000335  x   0.99994136  =   0.99994471
 AG9454!UTM  17      -   1.00000335  x   0.99973185  =   0.99973519
 AG9454
 AG9454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9665656585(NAD 83)
 AG9454
 AG9454                          SUPERSEDED SURVEY CONTROL
 AG9454
 AG9454  NAD 83(2007)-  26 43 36.09023(N)    082 02 20.66062(W) AD(2002.00) 0
 AG9454  ELLIP H (02/10/07)  -21.282  (m)                       GP(2002.00)    
 AG9454  NAD 83(1999)-  26 43 36.09043(N)    082 02 20.66106(W) AD(       ) 1
 AG9454  ELLIP H (07/06/01)  -21.277  (m)                       GP(       ) 4 2
 AG9454  NAD 83(1990)-  26 43 36.08878(N)    082 02 20.66027(W) AD(       ) 1
 AG9454  ELLIP H (11/12/93)  -21.224  (m)                       GP(       ) 4 1
 AG9454
 AG9454.Superseded values are not recommended for survey control.
 AG9454
 AG9454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9454.See file dsdata.pdf to determine how the superseded data were derived.
 AG9454
 AG9454_MARKER: DD = SURVEY DISK
 AG9454_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AG9454_STAMPING: 12-88-A36
 AG9454_MARK LOGO: FLDT
 AG9454_PROJECTION: RECESSED 5 CENTIMETERS
 AG9454_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9454+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2021
 AG9454
 AG9454  HISTORY     - Date     Condition        Report By
 AG9454  HISTORY     - 1988     MONUMENTED       FLDT
 AG9454  HISTORY     - 19900313 GOOD
 AG9454  HISTORY     - 19920901 GOOD             DENI
 AG9454  HISTORY     - 19971009 GOOD             USPSQD
 AG9454  HISTORY     - 20060525 GOOD             HOLE
 AG9454  HISTORY     - 20210109 GOOD             FLDEP
 AG9454
 AG9454                          STATION DESCRIPTION
 AG9454
 AG9454'DESCRIBED 1990
 AG9454'RECOVERED IN GOOD CONDITION.
 AG9454
 AG9454                          STATION RECOVERY (1992)
 AG9454
 AG9454'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AG9454'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9454'STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF SECTION 17, TWP 43S,
 AG9454'RGE 23E, 3.0 MI (4.8 KM) SOUTH OF THE LEE/CHARLOTTE COUNTY LINE, 12.0
 AG9454'MI (19.3 KM) NORTHWEST OF FORT MYERS.
 AG9454'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 78/PINE ISLAND ROAD
 AG9454'AND COUNTY ROAD 765/BURNT STORE ROAD, GO NORTH 6.1 MI (9.8 KM) ON
 AG9454'BURNT STORE ROAD TO THE STATION ON THE RIGHT, ABOUT 208 FT (63.4 M)
 AG9454'SOUTH OF GREENWELL ROAD.
 AG9454'STATION IS 35.8 FT (10.9 M) EAST OF THE CENTERLINE OF BURNT STORE
 AG9454'ROAD, 208 FT (63.4 M) SOUTH OF THE CENTERLINE OF GREENWELL ROAD,
 AG9454'129.3 FT (39.4 M) NORTHEAST OF A POWER POLE WEST OF BURNT STORE ROAD,
 AG9454'155.3 FT (47.3 M) NORTHWEST OF A 6 INCH SQUARE CONCRETE STATE ROAD
 AG9454'DEPARTMENT RIGHT-OF-WAY POST, 3.8 FT (1.2 M) WEST OF A WITNESS POST.
 AG9454'STATION MARK IS A FLORIDA DEPARTMENT OF TRANSPORTATION 3.5 INCH BRASS
 AG9454'SURVEY MARK DISK SET IN THE TOP OF A 4 INCH SQUARE CONCRETE POST,
 AG9454'FLUSH WITH GROUND LEVEL.
 AG9454
 AG9454                          STATION RECOVERY (1997)
 AG9454
 AG9454'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG9454'RECOVERED IN GOOD CONDITION.
 AG9454
 AG9454                          STATION RECOVERY (2006)
 AG9454
 AG9454'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2006 (BRH)
 AG9454'WITNESS POST MISSING. GREENWELL ROAD HAS BEEN CHANGED TO SANCTUARY
 AG9454'ESTATES DRIVE
 AG9454
 AG9454                          STATION RECOVERY (2021)
 AG9454
 AG9454'RECOVERY NOTE BY FL DEPT OF ENV PRO 2021 (DLP)
 AG9454'RECOVERED IN GOOD CONDITION.
 AG9454'
 AG9454'NOTE- WITH THIS ADDITION, A MAGNET WAS IMBEDDED IN THE GROUND ON THE
 AG9454'SOUTH SIDE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI3519 ***********************************************************************
 DI3519  DESIGNATION -  12 CMP
 DI3519  PID         -  DI3519
 DI3519  STATE/COUNTY-  FL/SUMTER
 DI3519  COUNTRY     -  US
 DI3519  USGS QUAD   -  RUTLAND (2018)
 DI3519
 DI3519                         *CURRENT SURVEY CONTROL
 DI3519  ______________________________________________________________________
 DI3519* NAD 83(1986) POSITION- 28 49 12.6    (N) 082 10 36.5    (W)   HD_HELD2
 DI3519* NAVD 88 ORTHO HEIGHT -    14.268 (meters)       46.81  (feet) ADJUSTED
 DI3519  ______________________________________________________________________
 DI3519  GEOID HEIGHT    -        -27.282 (meters)                     GEOID18
 DI3519  DYNAMIC HEIGHT  -         14.247 (meters)       46.74  (feet) COMP
 DI3519  MODELED GRAVITY -    979,230.1   (mgal)                       NAVD 88
 DI3519
 DI3519  VERT ORDER      -  SECOND    CLASS I
 DI3519
 DI3519.The horizontal coordinates were established by autonomous hand held GPS
 DI3519.observations and have an estimated accuracy of +/- 10 meters.
 DI3519
 DI3519.The orthometric height was determined by differential leveling and
 DI3519.adjusted by the NATIONAL GEODETIC SURVEY
 DI3519.in September 2007.
 DI3519
 DI3519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3519.GEOID18 height accuracy estimate available here.
 DI3519
 DI3519.Click photographs - Photos may exist for this station.
 DI3519
 DI3519.The dynamic height is computed by dividing the NAVD 88
 DI3519.geopotential number by the normal gravity value computed on the
 DI3519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3519.degrees latitude (g = 980.6199 gals.).
 DI3519
 DI3519.The modeled gravity was interpolated from observed gravity values.
 DI3519
 DI3519;                    North         East    Units  Estimated Accuracy
 DI3519;SPC FL W     -   497,112.      182,744.      MT  (+/- 10 meters HH2 GPS)
 DI3519
 DI3519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8517788630(NAD 83)
 DI3519
 DI3519                          SUPERSEDED SURVEY CONTROL
 DI3519
 DI3519.No superseded survey control is available for this station.
 DI3519
 DI3519_MARKER: DB = BENCH MARK DISK
 DI3519_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI3519_STAMPING: 12 CMP 1965 48 .FT.
 DI3519_MARK LOGO: DI
 DI3519_PROJECTION: PROJECTING 3 CENTIMETERS
 DI3519_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3519+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2014
 DI3519
 DI3519  HISTORY     - Date     Condition        Report By
 DI3519  HISTORY     - 1965     MONUMENTED       USGS
 DI3519  HISTORY     - 20041107 GOOD             FLDEP
 DI3519  HISTORY     - 20101203 GOOD             FLDEP
 DI3519  HISTORY     - 20141205 GOOD             FLDEP
 DI3519
 DI3519                          STATION DESCRIPTION
 DI3519
 DI3519'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI3519'THE MARK IS ABOUT 11.0 MI SOUTHWEST OF WILDWOOD, 10.2 MI SOUTHEAST OF
 DI3519'INVERNESS, 2.9 MI  NORTHWEST OF LAKE PANASOFFKEE, IN SECTION 23,
 DI3519'TOWNSHIP 19 SOUTH, RANGE 21 EAST.
 DI3519'
 DI3519'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 OVERPASS
 DI3519'(EXIT 329) AND STATE  HIGHWAY 44 IN WILDWOOD, GO WESTERLY ON STATE
 DI3519'HIGHWAY 44 FOR 5.35 MI TO THE JUNCTION OF  COUNTY ROAD 470 ON THE
 DI3519'LEFT, TURN LEFT ON COUNTY ROAD 470 AND GO SOUTH FOR 2.6 MI TO THE
 DI3519'MARK ON THE RIGHT, SET IN THE TOP OF AN 8-INCH SQUARE PREFABRICATED
 DI3519'CONCRETE POST  PROJECTING 0.1 FT ABOVE THE LEVEL OF THE GROUND AND
 DI3519'ABOUT 1.0 FT BELOW THE LEVEL OF  COUNTY ROAD 470.
 DI3519'
 DI3519'LOCATED ABOUT 345.0 FT EAST OF THE APPROXIMATE CENTERLINE OF COUNTY
 DI3519'ROAD 307,  150.0 FT NORTHWEST OF THE APPROXIMATE CENTERLINE OF A
 DI3519'DRIVEWAY AT 4374, 5.0 FT  SOUTHWEST OF POWER POLE NUMBER 37550 (211A)
 DI3519'WITH 3 GUY WIRES ATTACHED, 1.3 FT  NORTHEAST OF A BARBWIRE FENCE AND
 DI3519'0.6 FT NORTHEAST OF A CARSONITE WITNESS POST.
 DI3519'
 DI3519'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE EAST SIDE OF THE
 DI3519'MONUMENT.
 DI3519
 DI3519                          STATION RECOVERY (2010)
 DI3519
 DI3519'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (PBM)
 DI3519'RECOVERED AS DESCRIBED.
 DI3519
 DI3519                          STATION RECOVERY (2014)
 DI3519
 DI3519'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (MAH)
 DI3519'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0828 ***********************************************************************
 AQ0828  DESIGNATION -  12 JAS
 AQ0828  PID         -  AQ0828
 AQ0828  STATE/COUNTY-  FL/LAKE
 AQ0828  COUNTRY     -  US
 AQ0828  USGS QUAD   -  ALEXANDER SPRINGS (2018)
 AQ0828
 AQ0828                         *CURRENT SURVEY CONTROL
 AQ0828  ______________________________________________________________________
 AQ0828* NAD 83(1986) POSITION- 29 02 47.     (N) 081 36 40.     (W)   SCALED
 AQ0828* NAVD 88 ORTHO HEIGHT -    34.218 (meters)      112.26  (feet) ADJUSTED
 AQ0828  ______________________________________________________________________
 AQ0828  GEOID HEIGHT    -        -28.109 (meters)                     GEOID18
 AQ0828  DYNAMIC HEIGHT  -         34.169 (meters)      112.10  (feet) COMP
 AQ0828  MODELED GRAVITY -    979,227.2   (mgal)                       NAVD 88
 AQ0828
 AQ0828  VERT ORDER      -  FIRST     CLASS II
 AQ0828
 AQ0828.The horizontal coordinates were scaled from a map and have
 AQ0828.an estimated accuracy of +/- 6 seconds.
 AQ0828
 AQ0828.The orthometric height was determined by differential leveling and
 AQ0828.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0828.in June 1991.
 AQ0828
 AQ0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0828.GEOID18 height accuracy estimate available here.
 AQ0828
 AQ0828.Click photographs - Photos may exist for this station.
 AQ0828
 AQ0828.The dynamic height is computed by dividing the NAVD 88
 AQ0828.geopotential number by the normal gravity value computed on the
 AQ0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0828.degrees latitude (g = 980.6199 gals.).
 AQ0828
 AQ0828.The modeled gravity was interpolated from observed gravity values.
 AQ0828
 AQ0828;                    North         East    Units  Estimated Accuracy
 AQ0828;SPC FL E     -   522,330.      140,480.      MT  (+/- 180 meters Scaled)
 AQ0828
 AQ0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN405132(NAD 83)
 AQ0828
 AQ0828                          SUPERSEDED SURVEY CONTROL
 AQ0828
 AQ0828  NGVD 29 (??/??/92)   34.540  (m)          113.32   (f) ADJ UNCH    1 2
 AQ0828
 AQ0828.Superseded values are not recommended for survey control.
 AQ0828
 AQ0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0828.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0828
 AQ0828_MARKER: DD = SURVEY DISK
 AQ0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0828_STAMPING: 12 JAS 1966 113
 AQ0828_MARK LOGO: USGS
 AQ0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0828+STABILITY: SURFACE MOTION
 AQ0828
 AQ0828  HISTORY     - Date     Condition        Report By
 AQ0828  HISTORY     - 1966     MONUMENTED       USGS
 AQ0828  HISTORY     - 1968     GOOD             CGS
 AQ0828
 AQ0828                          STATION DESCRIPTION
 AQ0828
 AQ0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0828'6.9 MI N FROM ALTOONA.
 AQ0828'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 AQ0828'OF STATE HIGHWAY 42 LEADING EAST AT ALTOONA, THENCE ABOUT 1.9
 AQ0828'MILES EAST AND NORTHEAST ALONG HIGHWAY S 445, ON THE TOP OF A
 AQ0828'6-FOOT HIGH BANK, 190 FEET NORTHEAST OF THE CENTER OF A POWER
 AQ0828'LINE CROSSING, 63 FEET NORTHWEST OF THE CENTER LINE OF THE
 AQ0828'HIGHWAY, 60 FEET SOUTH-SOUTHWEST OF A CONCRETE HIGHWAY RIGHT-OF-WAY
 AQ0828'POST, 1 FOOT SOUTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET
 AQ0828'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 AQ0828'POST PROJECTING 6 INCHES ABOVE THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI3235 ***********************************************************************
 AI3235  DESIGNATION -  12 M
 AI3235  PID         -  AI3235
 AI3235  STATE/COUNTY-  FL/FRANKLIN
 AI3235  COUNTRY     -  US
 AI3235  USGS QUAD   -  PICKETT BAY (2018)
 AI3235
 AI3235                         *CURRENT SURVEY CONTROL
 AI3235  ______________________________________________________________________
 AI3235* NAD 83(1986) POSITION- 29 54 25.     (N) 084 38 21.     (W)   SCALED
 AI3235* NAVD 88 ORTHO HEIGHT -     3.342 (meters)       10.96  (feet) ADJUSTED
 AI3235  ______________________________________________________________________
 AI3235  GEOID HEIGHT    -        -27.250 (meters)                     GEOID18
 AI3235  DYNAMIC HEIGHT  -          3.337 (meters)       10.95  (feet) COMP
 AI3235  MODELED GRAVITY -    979,324.2   (mgal)                       NAVD 88
 AI3235
 AI3235  VERT ORDER      -  SECOND    CLASS I
 AI3235
 AI3235.The horizontal coordinates were scaled from a map and have
 AI3235.an estimated accuracy of +/- 6 seconds.
 AI3235
 AI3235.The orthometric height was determined by differential leveling and
 AI3235.adjusted by the NATIONAL GEODETIC SURVEY
 AI3235.in May 2001.
 AI3235
 AI3235.No vertical observational check was made to the station.
 AI3235
 AI3235.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3235.GEOID18 height accuracy estimate available here.
 AI3235
 AI3235.Click photographs - Photos may exist for this station.
 AI3235
 AI3235.The dynamic height is computed by dividing the NAVD 88
 AI3235.geopotential number by the normal gravity value computed on the
 AI3235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3235.degrees latitude (g = 980.6199 gals.).
 AI3235
 AI3235.The modeled gravity was interpolated from observed gravity values.
 AI3235
 AI3235;                    North         East    Units  Estimated Accuracy
 AI3235;SPC FL N     -   100,540.      586,560.      MT  (+/- 180 meters Scaled)
 AI3235
 AI3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU279108(NAD 83)
 AI3235
 AI3235                          SUPERSEDED SURVEY CONTROL
 AI3235
 AI3235.No superseded survey control is available for this station.
 AI3235
 AI3235_MARKER: DB = BENCH MARK DISK
 AI3235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3235_STAMPING: 12 M 1943 12 FEET
 AI3235_MARK LOGO: USGS
 AI3235_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3235+STABILITY: SURFACE MOTION
 AI3235_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3235+SATELLITE: SATELLITE OBSERVATIONS - July 27, 1993
 AI3235
 AI3235  HISTORY     - Date     Condition        Report By
 AI3235  HISTORY     - 1943     MONUMENTED       USGS
 AI3235  HISTORY     - 19930727 GOOD             FLDEP
 AI3235
 AI3235                          STATION DESCRIPTION
 AI3235
 AI3235'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI3235'THE MARK IS ABOUT 4.5 MI (7.2 KM) NORTH OF CARRABELLE, 35.5 MI (57.1
 AI3235'KM) SOUTH OF TELOGIA ON COUNTY ROAD 67 IN SECTION 4, T 7 S, R 4 W. TO
 AI3235'REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND COUNTY
 AI3235'ROAD 67 IN CARRABELLE, GO NORTH ON COUNTY ROAD 67 FOR 4.3 MI (6.9 KM)
 AI3235'TO A Y JUNCTION OF A DIRT ROAD LEADING NORTHEAST AND THE MARK ON THE
 AI3235'RIGHT, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT ON THE SIDE OF A
 AI3235'CUT DITCH FLUSH WITH THE GROUND AND 0.5 FT (15.2 CM) BELOW THE LEVEL
 AI3235'OF COUNTY ROAD 67. LOCATED 98.5 FT (30.0 M) EAST AND ACROSS THE ROAD
 AI3235'FROM POWER POLE NUMBER 5-8396, 55.5 FT (16.9 M) SOUTHEAST OF THE
 AI3235'CENTERLINE OF THE INTERSECTION OF COUNTY ROAD 67 AND THE Y JUNCTION OF
 AI3235'A DIRT ROAD LEADING NORTHEAST, 55.3 FT (16.9 M) EAST-SOUTHEAST OF THE
 AI3235'CENTERLINE OF COUNTY ROAD 67, 51.3 FT (15.6 M) SOUTHEAST OF THE
 AI3235'CENTERLINE OF A DIRT ROAD LEADING NORTHEAST AT THE EDGE OF PAVEMENT OF
 AI3235'COUNTY ROAD 67, 31.0 FT (9.4 M) EAST OF A BURIED CABLE JUNCTION BOX
 AI3235'NUMBER C 39 AND 1.0 FT (0.3 M) WEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0696 ***********************************************************************
 BE0696  DESIGNATION -  12 M USGS
 BE0696  PID         -  BE0696
 BE0696  STATE/COUNTY-  FL/BAY
 BE0696  COUNTRY     -  US
 BE0696  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE0696
 BE0696                         *CURRENT SURVEY CONTROL
 BE0696  ______________________________________________________________________
 BE0696* NAD 83(1986) POSITION- 30 10 50.     (N) 085 47 25.     (W)   SCALED
 BE0696* NAVD 88 ORTHO HEIGHT -     6.028 (meters)       19.78  (feet) ADJUSTED
 BE0696  ______________________________________________________________________
 BE0696  GEOID HEIGHT    -        -27.685 (meters)                     GEOID18
 BE0696  DYNAMIC HEIGHT  -          6.020 (meters)       19.75  (feet) COMP
 BE0696  MODELED GRAVITY -    979,321.5   (mgal)                       NAVD 88
 BE0696
 BE0696  VERT ORDER      -  FIRST     CLASS II
 BE0696
 BE0696.The horizontal coordinates were scaled from a map and have
 BE0696.an estimated accuracy of +/- 6 seconds.
 BE0696
 BE0696.The orthometric height was determined by differential leveling and
 BE0696.adjusted by the NATIONAL GEODETIC SURVEY
 BE0696.in June 1991.
 BE0696
 BE0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0696.GEOID18 height accuracy estimate available here.
 BE0696
 BE0696.Click photographs - Photos may exist for this station.
 BE0696
 BE0696.The dynamic height is computed by dividing the NAVD 88
 BE0696.geopotential number by the normal gravity value computed on the
 BE0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0696.degrees latitude (g = 980.6199 gals.).
 BE0696
 BE0696.The modeled gravity was interpolated from observed gravity values.
 BE0696
 BE0696;                    North         East    Units  Estimated Accuracy
 BE0696;SPC FL N     -   131,570.      475,740.      MT  (+/- 180 meters Scaled)
 BE0696
 BE0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU164394(NAD 83)
 BE0696
 BE0696                          SUPERSEDED SURVEY CONTROL
 BE0696
 BE0696  NGVD 29 (??/??/92)    6.172  (m)           20.25   (f) ADJ UNCH    1 2
 BE0696
 BE0696.Superseded values are not recommended for survey control.
 BE0696
 BE0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0696.See file dsdata.pdf to determine how the superseded data were derived.
 BE0696
 BE0696_MARKER: DD = SURVEY DISK
 BE0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0696_STAMPING: 12 M 1942 20
 BE0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0696+STABILITY: SURFACE MOTION
 BE0696
 BE0696  HISTORY     - Date     Condition        Report By
 BE0696  HISTORY     - 1942     MONUMENTED       USGS
 BE0696  HISTORY     - 1957     GOOD             CGS
 BE0696  HISTORY     - 1976     MARK NOT FOUND   USGS
 BE0696
 BE0696                          STATION DESCRIPTION
 BE0696
 BE0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BE0696'2.5 MI W FROM PANAMA CITY.
 BE0696'ABOUT 2.5 MILES WEST ALONG U.S. HIGHWAY 98 FROM THE WEST END
 BE0696'OF HATHAWAY BRIDGE OVER ST. ANDREW BAY AT PANAMA CITY, IN SECTION
 BE0696'31, T 3 S, R 15 W, ABOUT 0.6 MILE EAST OF JUNCTION OF STATE
 BE0696'HIGHWAY 392 LEADING EAST, AT THE JUNCTION OF A GRADED SAND
 BE0696'ROAD NORTH, NORTHWEST AND ACROSS HIGHWAY FROM CUNNINGHAMS SUPER
 BE0696'MARKET, 34 FEET NORTH-NORTHWEST OF CENTER LINE OF HIGHWAY,
 BE0696'22 1/2 FEET WEST OF CENTER LINE OF ROAD NORTH, 3 FEET NORTHWEST
 BE0696'OF A POWER POLE WITH TRANSFORMER, UNDER A ROW OF MAIL BOXES, ABOUT
 BE0696'LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BE0696'1 INCH.
 BE0696
 BE0696                          STATION RECOVERY (1976)
 BE0696
 BE0696'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BE0696'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9820 ***********************************************************************
 AC9820  DESIGNATION -  12 RJN
 AC9820  PID         -  AC9820
 AC9820  STATE/COUNTY-  FL/PUTNAM
 AC9820  COUNTRY     -  US
 AC9820  USGS QUAD   -  SATSUMA (2018)
 AC9820
 AC9820                         *CURRENT SURVEY CONTROL
 AC9820  ______________________________________________________________________
 AC9820* NAD 83(1986) POSITION- 29 35 44.     (N) 081 42 45.     (W)   SCALED
 AC9820* NAVD 88 ORTHO HEIGHT -     9.270 (meters)       30.41  (feet) ADJUSTED
 AC9820  ______________________________________________________________________
 AC9820  GEOID HEIGHT    -        -28.343 (meters)                     GEOID18
 AC9820  DYNAMIC HEIGHT  -          9.257 (meters)       30.37  (feet) COMP
 AC9820  MODELED GRAVITY -    979,284.5   (mgal)                       NAVD 88
 AC9820
 AC9820  VERT ORDER      -  SECOND    CLASS I
 AC9820
 AC9820.The horizontal coordinates were scaled from a map and have
 AC9820.an estimated accuracy of +/- 6 seconds.
 AC9820
 AC9820.The orthometric height was determined by differential leveling and
 AC9820.adjusted by the NATIONAL GEODETIC SURVEY
 AC9820.in September 1997.
 AC9820
 AC9820.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9820.GEOID18 height accuracy estimate available here.
 AC9820
 AC9820.Click photographs - Photos may exist for this station.
 AC9820
 AC9820.The dynamic height is computed by dividing the NAVD 88
 AC9820.geopotential number by the normal gravity value computed on the
 AC9820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9820.degrees latitude (g = 980.6199 gals.).
 AC9820
 AC9820.The modeled gravity was interpolated from observed gravity values.
 AC9820
 AC9820;                    North         East    Units  Estimated Accuracy
 AC9820;SPC FL E     -   583,250.      130,980.      MT  (+/- 180 meters Scaled)
 AC9820
 AC9820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN310741(NAD 83)
 AC9820
 AC9820                          SUPERSEDED SURVEY CONTROL
 AC9820
 AC9820.No superseded survey control is available for this station.
 AC9820
 AC9820_MARKER: DD = SURVEY DISK
 AC9820_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9820_SP_SET: HEADWALL
 AC9820_STAMPING: 12 RJN 1967 31
 AC9820_MARK LOGO: USGS
 AC9820_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9820+STABILITY: SURFACE MOTION
 AC9820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9820+SATELLITE: SATELLITE OBSERVATIONS - August 06, 1996
 AC9820
 AC9820  HISTORY     - Date     Condition        Report By
 AC9820  HISTORY     - 1967     MONUMENTED       USGS
 AC9820  HISTORY     - 19960806 GOOD             FLDEP
 AC9820
 AC9820                          STATION DESCRIPTION
 AC9820
 AC9820'DESCRIBED BY FL DEPT OF ENV PRO 1996 (BAJ)
 AC9820'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF PALATKA, 16.5 MI (26.6
 AC9820'KM) NORTH 0F SALT SPRINGS ON STATE ROAD 19 IN SECTION 29, TOWNSHIP 10
 AC9820'SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE CITY HALL IN PALATKA
 AC9820'ON U.S. HIGHWAY 17 (REID STREET, STATE ROAD 100), GO WEST ON U.S.
 AC9820'HIGHWAY 17 (REID STREET, STATE ROAD 100) FOR 1.7 MI (2.7 KM) TO THE
 AC9820'JUNCTION OF STATE ROAD 100 ON THE LEFT, TURN LEFT ON STATE ROAD 100
 AC9820'AND GO NORTHWEST FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF STATE ROAD
 AC9820'19, TURN LEFT ON STATE ROAD 19 AND GO SOUTH-SOUTHWEST FOR 5.4 MI (8.7
 AC9820'KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE HEADWALL OF
 AC9820'A CULVERT AND 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 19. LOCATED
 AC9820'98.1 FT (29.9 M) NORTHEAST OF A POWER POLE WITH A TRANSFORMER
 AC9820'ATTACHED, 28.6 FT (8.7 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE
 AC9820'OF STATE ROAD 19, 11.8 FT (3.6 M) SOUTHWEST OF THE NORTH END OF THE
 AC9820'CULVERT HEADWALL AND 0.6 FT (18.3 CM) NORTHEAST OF THE SOUTH END OF
 AC9820'THE CULVERT HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0008 ***********************************************************************
 AQ0008  DESIGNATION -  12.09
 AQ0008  PID         -  AQ0008
 AQ0008  STATE/COUNTY-  FL/CLAY
 AQ0008  COUNTRY     -  US
 AQ0008  USGS QUAD   -  GREEN COVE SPRINGS (2018)
 AQ0008
 AQ0008                         *CURRENT SURVEY CONTROL
 AQ0008  ______________________________________________________________________
 AQ0008* NAD 83(1986) POSITION- 29 58 47.     (N) 081 39 23.     (W)   SCALED
 AQ0008* NAVD 88 ORTHO HEIGHT -     3.359 (meters)       11.02  (feet) ADJUSTED
 AQ0008  ______________________________________________________________________
 AQ0008  GEOID HEIGHT    -        -28.170 (meters)                     GEOID18
 AQ0008  DYNAMIC HEIGHT  -          3.355 (meters)       11.01  (feet) COMP
 AQ0008  MODELED GRAVITY -    979,336.7   (mgal)                       NAVD 88
 AQ0008
 AQ0008  VERT ORDER      -  FIRST     CLASS II
 AQ0008
 AQ0008.The horizontal coordinates were scaled from a map and have
 AQ0008.an estimated accuracy of +/- 6 seconds.
 AQ0008
 AQ0008.The orthometric height was determined by differential leveling and
 AQ0008.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0008.in June 1991.
 AQ0008
 AQ0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0008.GEOID18 height accuracy estimate available here.
 AQ0008
 AQ0008.Click photographs - Photos may exist for this station.
 AQ0008
 AQ0008.The dynamic height is computed by dividing the NAVD 88
 AQ0008.geopotential number by the normal gravity value computed on the
 AQ0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0008.degrees latitude (g = 980.6199 gals.).
 AQ0008
 AQ0008.The modeled gravity was interpolated from observed gravity values.
 AQ0008
 AQ0008;                    North         East    Units  Estimated Accuracy
 AQ0008;SPC FL E     -   625,800.      136,660.      MT  (+/- 180 meters Scaled)
 AQ0008
 AQ0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP366167(NAD 83)
 AQ0008
 AQ0008                          SUPERSEDED SURVEY CONTROL
 AQ0008
 AQ0008  NGVD 29 (??/??/92)    3.669  (m)           12.04   (f) ADJ UNCH    1 2
 AQ0008
 AQ0008.Superseded values are not recommended for survey control.
 AQ0008
 AQ0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0008.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0008
 AQ0008_MARKER: I = METAL ROD
 AQ0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0008_STAMPING: EL 12.09
 AQ0008_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0008+STABILITY: SURFACE MOTION
 AQ0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0008+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1992
 AQ0008
 AQ0008  HISTORY     - Date     Condition        Report By
 AQ0008  HISTORY     - UNK      MONUMENTED       USACE
 AQ0008  HISTORY     - 1945     GOOD             CGS
 AQ0008  HISTORY     - 19921006 POOR             NGS
 AQ0008
 AQ0008                          STATION DESCRIPTION
 AQ0008
 AQ0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AQ0008'AT LEE ALF.
 AQ0008'AT LEE ALF, CLAY COUNTY, 82 FEET NORTH OF THE CENTER LINE OF
 AQ0008'LENDERMAN STREET, 70 FEET WEST OF THE CENTER LINE OF FOWLER STREET,
 AQ0008'6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE SHIPS SERVICE
 AQ0008'STATION, AND UNDER THE GREASE SHED ROOF.  THE TOP OF A 3/4-INCH
 AQ0008'IRON PIPE, PROJECTING ABOUT 1 INCH ABOVE THE TOP OF A CONCRETE
 AQ0008'POST, AND ABOUT 2 INCHES ABOVE GROUND.
 AQ0008
 AQ0008                          STATION RECOVERY (1992)
 AQ0008
 AQ0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 AQ0008'THE MARK IS ABOUT 2.2 MI (3.5 KM) SOUTHEAST OF GREEN COVE SPRINGS, IN
 AQ0008'THE REYNOLDS INDUSTRIAL PARK, IN SECTION 38, TOWNSHIP 6 SOUTH, RANGE
 AQ0008'26 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17
 AQ0008'(ORANGE AVENUE) AND STATE ROAD 16 (FERRIS STREET) IN GREEN COVE
 AQ0008'SPRINGS, GO SOUTH ON U.S. HIGHWAY 17 AND STATE ROAD 16 FOR 0.6 MI (1.0
 AQ0008'KM) TO THE JUNCTION OF STATE ROAD 16 EAST ON THE LEFT, TURN LEFT ON
 AQ0008'STATE ROAD 16 AND GO EAST FOR 1.20 MI (1.93 KM) TO THE INTERSECTION OF
 AQ0008'REYNOLDS BOULEVARD, TURN RIGHT ON REYNOLDS BOULEVARD AND GO SOUTH FOR
 AQ0008'0.15 MI (0.24 KM) TO THE INTERSECTION OF ROLAND AVENUE AND THE MARK ON
 AQ0008'THE RIGHT.  THE TOP OF A 3/4 INCH IRON PIPE PROJECTING 0.2 FT (6.1 CM)
 AQ0008'ABOVE THE LEVEL OF THE GROUND. LOCATED 82.0 FT (25.0 M) NORTH OF THE
 AQ0008'APPROXIMATE CENTERLINE OF ROLAND AVENUE AND 70.0 FT (21.3 M) WEST OF
 AQ0008'THE APPROXIMATE CENTERLINE OF REYNOLDS BOULEVARD. NOTE--THE SERVICE
 AQ0008'STATION HAS BEEN REMOVED.  TWO IRON PIPES WERE FOUND AT THESE
 AQ0008'MEASUREMENTS, BOTH WERE BADLY DAMAGED AND BENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7774 ***********************************************************************
 AG7774  DESIGNATION -  12.10
 AG7774  PID         -  AG7774
 AG7774  STATE/COUNTY-  FL/CHARLOTTE
 AG7774  COUNTRY     -  US
 AG7774  USGS QUAD   -  EL JOBEAN (2018)
 AG7774
 AG7774                         *CURRENT SURVEY CONTROL
 AG7774  ______________________________________________________________________
 AG7774* NAD 83(1986) POSITION- 26 54 58.9    (N) 082 13 35.2    (W)   HD_HELD2
 AG7774* NAVD 88 ORTHO HEIGHT -     3.325 (meters)       10.91  (feet) ADJUSTED
 AG7774  ______________________________________________________________________
 AG7774  GEOID HEIGHT    -        -23.842 (meters)                     GEOID18
 AG7774  DYNAMIC HEIGHT  -          3.320 (meters)       10.89  (feet) COMP
 AG7774  MODELED GRAVITY -    979,119.6   (mgal)                       NAVD 88
 AG7774
 AG7774  VERT ORDER      -  FIRST     CLASS II
 AG7774
 AG7774.The horizontal coordinates were established by autonomous hand held GPS
 AG7774.observations and have an estimated accuracy of +/- 10 meters.
 AG7774
 AG7774.The orthometric height was determined by differential leveling and
 AG7774.adjusted by the NATIONAL GEODETIC SURVEY
 AG7774.in June 1991.
 AG7774
 AG7774.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7774.GEOID18 height accuracy estimate available here.
 AG7774
 AG7774.Click photographs - Photos may exist for this station.
 AG7774
 AG7774.The dynamic height is computed by dividing the NAVD 88
 AG7774.geopotential number by the normal gravity value computed on the
 AG7774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7774.degrees latitude (g = 980.6199 gals.).
 AG7774
 AG7774.The modeled gravity was interpolated from observed gravity values.
 AG7774
 AG7774;                    North         East    Units  Estimated Accuracy
 AG7774;SPC FL W     -   286,157.      177,509.      MT  (+/- 10 meters HH2 GPS)
 AG7774
 AG7774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7822277761(NAD 83)
 AG7774
 AG7774                          SUPERSEDED SURVEY CONTROL
 AG7774
 AG7774.No superseded survey control is available for this station.
 AG7774
 AG7774_MARKER: DD = SURVEY DISK
 AG7774_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7774_SP_SET: BRIDGE RAIL
 AG7774_STAMPING: 12.10
 AG7774_MARK LOGO: FLSRD
 AG7774_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7774+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2009
 AG7774
 AG7774  HISTORY     - Date     Condition        Report By
 AG7774  HISTORY     - UNK      MONUMENTED       FLDT
 AG7774  HISTORY     - 1983     GOOD             FLDNR
 AG7774  HISTORY     - 1990     GOOD             USPSQD
 AG7774  HISTORY     - 20050424 GOOD             GEOCAC
 AG7774  HISTORY     - 20051107 GOOD             FLDEP
 AG7774  HISTORY     - 20090201 GOOD             GEOCAC
 AG7774
 AG7774                          STATION DESCRIPTION
 AG7774
 AG7774'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7774'3.4 MI SW FROM EL JOBEAN.
 AG7774'BEGIN AT THE SOUTH END OF THE STATE ROAD 776 BRIDGE OVER THE MYAKKA
 AG7774'RIVER, GO 1.8 MILES SOUTHWEST ON STATE ROAD 776 TO THE JUNCTION OF
 AG7774'COUNTY ROAD 771, GO 1.3 MILES SOUTHWEST ON COUNTY ROAD 771 TO THE
 AG7774'BRIDGE OVER THE BUTTERFORD WATERWAY AND THE MARK.  THE MARK IS SET IN
 AG7774'THE TOP OF THE BRIDGE RAIL AT THE NORTHEAST CORNER OF THE BRIDGE, 16
 AG7774'FEET EAST OF THE CENTERLINE OF THE ROAD.
 AG7774'THE MARK IS 3 FT ABOVE CENTERLINE OF ROAD.
 AG7774
 AG7774                          STATION RECOVERY (1990)
 AG7774
 AG7774'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7774'RECOVERED IN GOOD CONDITION.
 AG7774
 AG7774                          STATION RECOVERY (2005)
 AG7774
 AG7774'RECOVERY NOTE BY GEOCACHING 2005 (DKJ)
 AG7774'RECOVERED IN GOOD CONDITION.
 AG7774
 AG7774                          STATION RECOVERY (2005)
 AG7774
 AG7774'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG7774'THE MARK IS ABOUT 1.5 MI SOUTH OF CHARLOTTE BEACH, IN SECTION 8,
 AG7774'TOWNSHIP 41 SOUTH, RANGE  21 EAST.
 AG7774'
 AG7774'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 776 (MCCALL ROAD)
 AG7774'AND COUNTY ROAD  771 (GASPARILLA ROAD) IN CHARLOTTE BEACH, GO SOUTH ON
 AG7774'COUNTY ROAD 771 FOR 1.2 MI TO THE  NORTH END OF A BRIDGE OVER THE
 AG7774'BUTTERFORD WATERWAY AND THE MARK ON THE LEFT, SET  FLUSH IN THE TOP OF
 AG7774'A CONCRETE GUARD RAIL ABOUT 3.0 FT ABOVE THE LEVEL OF COUNTY ROAD
 AG7774'771.
 AG7774'
 AG7774'LOCATED 22.1 FT EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY
 AG7774'ROAD 771, 4.3 FT  SOUTH OF THE NORTH END OF A CONCRETE GUARD RAIL AND
 AG7774'1.8 FT SOUTH OF THE SOUTH END OF A  METAL GUARD RAIL.
 AG7774
 AG7774                          STATION RECOVERY (2009)
 AG7774
 AG7774'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7774'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7682 ***********************************************************************
 AG7682  DESIGNATION -  12.12 M CO
 AG7682  PID         -  AG7682
 AG7682  STATE/COUNTY-  FL/MANATEE
 AG7682  COUNTRY     -  US
 AG7682  USGS QUAD   -  PARRISH (2018)
 AG7682
 AG7682                         *CURRENT SURVEY CONTROL
 AG7682  ______________________________________________________________________
 AG7682* NAD 83(1986) POSITION- 27 31 52.     (N) 082 25 38.     (W)   SCALED
 AG7682* NAVD 88 ORTHO HEIGHT -     3.410 (meters)       11.19  (feet) ADJUSTED
 AG7682  ______________________________________________________________________
 AG7682  GEOID HEIGHT    -        -24.684 (meters)                     GEOID18
 AG7682  DYNAMIC HEIGHT  -          3.404 (meters)       11.17  (feet) COMP
 AG7682  MODELED GRAVITY -    979,138.2   (mgal)                       NAVD 88
 AG7682
 AG7682  VERT ORDER      -  SECOND    CLASS I
 AG7682
 AG7682.The horizontal coordinates were scaled from a map and have
 AG7682.an estimated accuracy of +/- 6 seconds.
 AG7682
 AG7682.The orthometric height was determined by differential leveling and
 AG7682.adjusted by the NATIONAL GEODETIC SURVEY
 AG7682.in June 1991.
 AG7682
 AG7682.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7682.GEOID18 height accuracy estimate available here.
 AG7682
 AG7682.Click photographs - Photos may exist for this station.
 AG7682
 AG7682.The dynamic height is computed by dividing the NAVD 88
 AG7682.geopotential number by the normal gravity value computed on the
 AG7682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7682.degrees latitude (g = 980.6199 gals.).
 AG7682
 AG7682.The modeled gravity was interpolated from observed gravity values.
 AG7682
 AG7682;                    North         East    Units  Estimated Accuracy
 AG7682;SPC FL W     -   354,330.      157,800.      MT  (+/- 180 meters Scaled)
 AG7682
 AG7682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL590460(NAD 83)
 AG7682
 AG7682                          SUPERSEDED SURVEY CONTROL
 AG7682
 AG7682.No superseded survey control is available for this station.
 AG7682
 AG7682_MARKER: DB = BENCH MARK DISK
 AG7682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7682_STAMPING: ELEV. 12.12
 AG7682_MARK LOGO: FL-081
 AG7682_PROJECTION: FLUSH
 AG7682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7682+STABILITY: SURFACE MOTION
 AG7682
 AG7682  HISTORY     - Date     Condition        Report By
 AG7682  HISTORY     - UNK      MONUMENTED       FL-081
 AG7682  HISTORY     - 1983     GOOD             FLDNR
 AG7682  HISTORY     - 20081106 MARK NOT FOUND   FL-081
 AG7682
 AG7682                          STATION DESCRIPTION
 AG7682
 AG7682'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7682'3.9 MI SOUTH FROM PARRISH.
 AG7682'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7682'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7682'2.7 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK BEARS 44
 AG7682'FEET WEST OF THE CENTERLINE OF FORT HAMER ROAD, 77.2 FEET NORTH OF
 AG7682'FENCE BRACE POSTS, 261.2 FEET SOUTHWEST OF AND ACROSS THE ROAD FROM
 AG7682'THE CENTER OF A FENCE GATE, AND ABOUT 525 FEET SOUTH OF A CROSSOVER
 AG7682'PIPE UNDER THE ROAD.
 AG7682
 AG7682                          STATION RECOVERY (2008)
 AG7682
 AG7682'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7682'MARK NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2593 ***********************************************************************
 AD2593  DESIGNATION -  12.120
 AD2593  PID         -  AD2593
 AD2593  STATE/COUNTY-  FL/BROWARD
 AD2593  COUNTRY     -  US
 AD2593  USGS QUAD   -  POMPANO BEACH (2018)
 AD2593
 AD2593                         *CURRENT SURVEY CONTROL
 AD2593  ______________________________________________________________________
 AD2593* NAD 83(1986) POSITION- 26 13 54.4    (N) 080 05 40.0    (W)   HD_HELD2
 AD2593* NAVD 88 ORTHO HEIGHT -     3.221 (meters)       10.57  (feet) ADJUSTED
 AD2593  ______________________________________________________________________
 AD2593  GEOID HEIGHT    -        -25.892 (meters)                     GEOID18
 AD2593  DYNAMIC HEIGHT  -          3.216 (meters)       10.55  (feet) COMP
 AD2593  MODELED GRAVITY -    979,069.8   (mgal)                       NAVD 88
 AD2593
 AD2593  VERT ORDER      -  SECOND    CLASS 0
 AD2593
 AD2593.The horizontal coordinates were established by autonomous hand held GPS
 AD2593.observations and have an estimated accuracy of +/- 10 meters.
 AD2593
 AD2593.The orthometric height was determined by differential leveling and
 AD2593.adjusted by the NATIONAL GEODETIC SURVEY
 AD2593.in June 1991.
 AD2593
 AD2593.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2593.GEOID18 height accuracy estimate available here.
 AD2593
 AD2593.Click photographs - Photos may exist for this station.
 AD2593
 AD2593.The dynamic height is computed by dividing the NAVD 88
 AD2593.geopotential number by the normal gravity value computed on the
 AD2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2593.degrees latitude (g = 980.6199 gals.).
 AD2593
 AD2593.The modeled gravity was interpolated from observed gravity values.
 AD2593
 AD2593;                    North         East    Units  Estimated Accuracy
 AD2593;SPC FL E     -   210,608.      290,480.      MT  (+/- 10 meters HH2 GPS)
 AD2593
 AD2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9044901668(NAD 83)
 AD2593
 AD2593                          SUPERSEDED SURVEY CONTROL
 AD2593
 AD2593  NGVD 29 (??/??/92)    3.703  (m)           12.15   (f) ADJ UNCH    2 0
 AD2593
 AD2593.Superseded values are not recommended for survey control.
 AD2593
 AD2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2593.See file dsdata.pdf to determine how the superseded data were derived.
 AD2593
 AD2593_MARKER: DD = SURVEY DISK
 AD2593_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD2593_SP_SET: ABUTMENT
 AD2593_STAMPING: 12.120
 AD2593_MARK LOGO: FLSRD
 AD2593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2593+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2022
 AD2593
 AD2593  HISTORY     - Date     Condition        Report By
 AD2593  HISTORY     - UNK      MONUMENTED       FLSRD
 AD2593  HISTORY     - 1970     GOOD             NGS
 AD2593  HISTORY     - 1973     GOOD             NGS
 AD2593  HISTORY     - 1986     GOOD             USPSQD
 AD2593  HISTORY     - 1987     GOOD             USPSQD
 AD2593  HISTORY     - 1989     GOOD             USPSQD
 AD2593  HISTORY     - 1990     GOOD             USPSQD
 AD2593  HISTORY     - 20021121 GOOD             USPSQD
 AD2593  HISTORY     - 20191110 GOOD             GEOCAC
 AD2593  HISTORY     - 20220128 GOOD             USPSQD
 AD2593
 AD2593                          STATION DESCRIPTION
 AD2593
 AD2593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2593'AT POMPANO BEACH.
 AD2593'AT POMPANO BEACH, ABOUT 0.25 MILE WEST ALONG STATE HIGHWAY 814
 AD2593'FROM THE JUNCTION OF STATE HIGHWAY A 1 A, ABOUT 0.5 MILE EAST
 AD2593'ALONG STATE HIGHWAY 814 (ATLANTIC BLVD) FROM THE INTERSECTION
 AD2593'OF U.S. HIGHWAY 1, SET ON THE TOP OF THE SOUTH END OF THE WEST
 AD2593'CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE OVER THE INTRACOASTAL
 AD2593'WATERWAY, 19.3 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND
 AD2593'ABOUT LEVEL WITH THE HIGHWAY.
 AD2593
 AD2593                          STATION RECOVERY (1973)
 AD2593
 AD2593'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2593'RECOVERED IN GOOD CONDITION.
 AD2593
 AD2593                          STATION RECOVERY (1986)
 AD2593
 AD2593'RECOVERY NOTE BY US POWER SQUADRON 1986 (JHH)
 AD2593'RECOVERED IN GOOD CONDITION.
 AD2593
 AD2593                          STATION RECOVERY (1987)
 AD2593
 AD2593'RECOVERY NOTE BY US POWER SQUADRON 1987 (UNK)
 AD2593'RECOVERED IN GOOD CONDITION.
 AD2593
 AD2593                          STATION RECOVERY (1989)
 AD2593
 AD2593'RECOVERY NOTE BY US POWER SQUADRON 1989 (FEC)
 AD2593'RECOVERED IN GOOD CONDITION.
 AD2593
 AD2593                          STATION RECOVERY (1990)
 AD2593
 AD2593'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2593'RECOVERED IN GOOD CONDITION.
 AD2593
 AD2593                          STATION RECOVERY (2002)
 AD2593
 AD2593'RECOVERY NOTE BY US POWER SQUADRON 2002 (RT)
 AD2593'RECOVERED IN GOOD CONDITION.
 AD2593
 AD2593                          STATION RECOVERY (2019)
 AD2593
 AD2593'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AD2593'RECOVERED IN GOOD CONDITION.
 AD2593
 AD2593                          STATION RECOVERY (2022)
 AD2593
 AD2593'RECOVERY NOTE BY US POWER SQUADRON 2022 (STH)
 AD2593'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3339 ***********************************************************************
 AF3339  DESIGNATION -  12.60
 AF3339  PID         -  AF3339
 AF3339  STATE/COUNTY-  FL/INDIAN RIVER
 AF3339  COUNTRY     -  US
 AF3339  USGS QUAD   -  RIOMAR (2018)
 AF3339
 AF3339                         *CURRENT SURVEY CONTROL
 AF3339  ______________________________________________________________________
 AF3339* NAD 83(1986) POSITION- 27 39 06.     (N) 080 22 14.     (W)   SCALED
 AF3339* NAVD 88 ORTHO HEIGHT -     3.379 (meters)       11.09  (feet) ADJUSTED
 AF3339  ______________________________________________________________________
 AF3339  GEOID HEIGHT    -        -27.773 (meters)                     GEOID18
 AF3339  DYNAMIC HEIGHT  -          3.374 (meters)       11.07  (feet) COMP
 AF3339  MODELED GRAVITY -    979,158.6   (mgal)                       NAVD 88
 AF3339
 AF3339  VERT ORDER      -  FIRST     CLASS II
 AF3339
 AF3339.The horizontal coordinates were scaled from a map and have
 AF3339.an estimated accuracy of +/- 6 seconds.
 AF3339
 AF3339.The orthometric height was determined by differential leveling and
 AF3339.adjusted by the NATIONAL GEODETIC SURVEY
 AF3339.in June 1991.
 AF3339
 AF3339.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3339.GEOID18 height accuracy estimate available here.
 AF3339
 AF3339.Click photographs - Photos may exist for this station.
 AF3339
 AF3339.The dynamic height is computed by dividing the NAVD 88
 AF3339.geopotential number by the normal gravity value computed on the
 AF3339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3339.degrees latitude (g = 980.6199 gals.).
 AF3339
 AF3339.The modeled gravity was interpolated from observed gravity values.
 AF3339
 AF3339;                    North         East    Units  Estimated Accuracy
 AF3339;SPC FL E     -   367,770.      262,110.      MT  (+/- 180 meters Scaled)
 AF3339
 AF3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL620587(NAD 83)
 AF3339
 AF3339                          SUPERSEDED SURVEY CONTROL
 AF3339
 AF3339  NGVD 29 (??/??/92)    3.833  (m)           12.58   (f) ADJ UNCH    1 2
 AF3339
 AF3339.Superseded values are not recommended for survey control.
 AF3339
 AF3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3339.See file dsdata.pdf to determine how the superseded data were derived.
 AF3339
 AF3339_MARKER: DD = SURVEY DISK
 AF3339_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF3339_SP_SET: SIDEWALK
 AF3339_STAMPING: 12.60
 AF3339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3339
 AF3339  HISTORY     - Date     Condition        Report By
 AF3339  HISTORY     - UNK      MONUMENTED       FLDT
 AF3339  HISTORY     - 1960     GOOD             CGS
 AF3339  HISTORY     - 1971     GOOD             NGS
 AF3339  HISTORY     - 1987     GOOD             USPSQD
 AF3339  HISTORY     - 1989     GOOD             USPSQD
 AF3339  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF3339  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 AF3339  HISTORY     - 20110201 MARK NOT FOUND   FL-061
 AF3339  HISTORY     - 20221028 MARK NOT FOUND   GEOCAC
 AF3339
 AF3339                          STATION DESCRIPTION
 AF3339
 AF3339'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AF3339'0.8 MI NE FROM VERO BEACH.
 AF3339'0.85 MILE NORTHEAST ALONG STATE HIGHWAY 502 FROM THE FIRST
 AF3339'PRESBYTERIAN CHURCH AT VERO BEACH, IN TOP OF THE PEDESTRIAN
 AF3339'WALK AT THE NORTH CORNER OF CONCRETE HIGHWAY BRIDGE OVER INDIAN
 AF3339'RIVER, 2 1/2 FEET NORTHWEST OF THE NORTHWEST CURB LINE OF THE
 AF3339'BRIDGE, 2 FEET SOUTHWEST OF THE NORTHEAST END OF BRIDGE, 1 FOOT
 AF3339'SOUTHEAST OF THE SOUTHEAST FACE OF THE NORTHWEST GUARD-RAIL,
 AF3339'AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AF3339
 AF3339                          STATION RECOVERY (1971)
 AF3339
 AF3339'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3339'RECOVERED IN GOOD CONDITION.
 AF3339
 AF3339                          STATION RECOVERY (1987)
 AF3339
 AF3339'RECOVERY NOTE BY US POWER SQUADRON 1987 (AG)
 AF3339'RECOVERED IN GOOD CONDITION.
 AF3339
 AF3339                          STATION RECOVERY (1989)
 AF3339
 AF3339'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3339'RECOVERED IN GOOD CONDITION.
 AF3339
 AF3339                          STATION RECOVERY (1996)
 AF3339
 AF3339'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3339'MARK NOT FOUND.
 AF3339
 AF3339                          STATION RECOVERY (2005)
 AF3339
 AF3339'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF3339'MARK NOT FOUND.
 AF3339
 AF3339                          STATION RECOVERY (2011)
 AF3339
 AF3339'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AF3339'MARK NOT FOUND.
 AF3339
 AF3339                          STATION RECOVERY (2022)
 AF3339
 AF3339'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AF3339'THE BRIDGE HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1940 ***********************************************************************
 DO1940  DESIGNATION -  12.7 435Z
 DO1940  PID         -  DO1940
 DO1940  STATE/COUNTY-  FL/POLK
 DO1940  COUNTRY     -  US
 DO1940  USGS QUAD   -  BRADLEY JUNCTION (2018)
 DO1940
 DO1940                         *CURRENT SURVEY CONTROL
 DO1940  ______________________________________________________________________
 DO1940* NAD 83(1986) POSITION- 27 48 09.5    (N) 081 58 55.0    (W)   HD_HELD2
 DO1940* NAVD 88 ORTHO HEIGHT -    42.002 (meters)      137.80  (feet) ADJUSTED
 DO1940  ______________________________________________________________________
 DO1940  GEOID HEIGHT    -        -25.394 (meters)                     GEOID18
 DO1940  DYNAMIC HEIGHT  -         41.939 (meters)      137.59  (feet) COMP
 DO1940  MODELED GRAVITY -    979,161.8   (mgal)                       NAVD 88
 DO1940
 DO1940  VERT ORDER      -  SECOND    CLASS I
 DO1940
 DO1940.The horizontal coordinates were established by autonomous hand held GPS
 DO1940.observations and have an estimated accuracy of +/- 10 meters.
 DO1940
 DO1940.The orthometric height was determined by differential leveling and
 DO1940.adjusted by the NATIONAL GEODETIC SURVEY
 DO1940.in December 2012.
 DO1940
 DO1940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1940.GEOID18 height accuracy estimate available here.
 DO1940
 DO1940.Click photographs - Photos may exist for this station.
 DO1940
 DO1940.The dynamic height is computed by dividing the NAVD 88
 DO1940.geopotential number by the normal gravity value computed on the
 DO1940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1940.degrees latitude (g = 980.6199 gals.).
 DO1940
 DO1940.The modeled gravity was interpolated from observed gravity values.
 DO1940
 DO1940;                    North         East    Units  Estimated Accuracy
 DO1940;SPC FL W     -   384,339.      201,779.      MT  (+/- 10 meters HH2 GPS)
 DO1940
 DO1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0327475726(NAD 83)
 DO1940
 DO1940                          SUPERSEDED SURVEY CONTROL
 DO1940
 DO1940.No superseded survey control is available for this station.
 DO1940
 DO1940_MARKER: DD = SURVEY DISK
 DO1940_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO1940+WITH SETTING: INFORMATION.
 DO1940_STAMPING: 12.7-435Z
 DO1940_MARK LOGO: FL-105
 DO1940_PROJECTION: RECESSED 8 CENTIMETERS
 DO1940_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1940+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2010
 DO1940
 DO1940  HISTORY     - Date     Condition        Report By
 DO1940  HISTORY     - UNK      MONUMENTED       FL-105
 DO1940  HISTORY     - 20100526 GOOD             FLDEP
 DO1940  HISTORY     - 20170316 GOOD             SUTESO
 DO1940
 DO1940                          STATION DESCRIPTION
 DO1940
 DO1940'DESCRIBED BY FL DEPT OF ENV PRO 2010 (MWM)
 DO1940'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF NICHOLS, 6.4 MI
 DO1940'(10.3 KM) SOUTH OF MULBERRY, 0.5 MI (0.8 KM) NORTH OF BRADLEY
 DO1940'JUNCTION, IN SECTION 11, TOWNSHIP 31 SOUTH, RANGE 23 EAST.
 DO1940'
 DO1940'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 37 AND COUNTY ROAD
 DO1940'630 IN BREWSTER, GO NORTH ON STATE ROAD 37 FOR 3.8 MI (6.1 KM) TO THE
 DO1940'INTERSECTION OF PINE STREET IN BRADLEY JUNCTION.  CONTINUE NORTH ON
 DO1940'STATE ROAD 37 FOR 0.45 MI (0.7 KM) TO THE MARK ON THE LEFT, A 3-INCH
 DO1940'(8 CM) ALUMINUM DISK SET ON THE TOP OF A ROD DRIVEN INTO THE GROUND
 DO1940'AND INSIDE OF A 6-INCH (15 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW
 DO1940'THE LEVEL OF THE GROUND, THE DISK IS RECESSED 0.3 FT (9 CM) BELOW THE
 DO1940'LEVEL OF THE TOP OF THE PVC PIPE AND 0.8 FT (24 CM) BELOW THE LEVEL OF
 DO1940'STATE ROAD 37.
 DO1940'
 DO1940'LOCATED 152.7 FT (46.5 M) WEST-SOUTHWEST OF A CONCRETE POWER POLE
 DO1940'NUMBER 081604, 76.2 FT (23.2 M) WEST OF THE CENTERLINE OF STATE ROAD
 DO1940'37 AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DO1940
 DO1940                          STATION RECOVERY (2017)
 DO1940
 DO1940'RECOVERY NOTE BY SURVTECH SOLUTIONS 2017
 DO1940'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE9104 ***********************************************************************
 DE9104  DESIGNATION -  12.9 300 Z
 DE9104  PID         -  DE9104
 DE9104  STATE/COUNTY-  FL/MANATEE
 DE9104  COUNTRY     -  US
 DE9104  USGS QUAD   -  RYE (2018)
 DE9104
 DE9104                         *CURRENT SURVEY CONTROL
 DE9104  ______________________________________________________________________
 DE9104* NAD 83(1986) POSITION- 27 35 59.8    (N) 082 17 39.3    (W)   HD_HELD2
 DE9104* NAVD 88 ORTHO HEIGHT -    26.122 (meters)       85.70  (feet) ADJUSTED
 DE9104  ______________________________________________________________________
 DE9104  GEOID HEIGHT    -        -24.873 (meters)                     GEOID18
 DE9104  DYNAMIC HEIGHT  -         26.083 (meters)       85.57  (feet) COMP
 DE9104  MODELED GRAVITY -    979,138.4   (mgal)                       NAVD 88
 DE9104
 DE9104  VERT ORDER      -  FIRST     CLASS II
 DE9104
 DE9104.The horizontal coordinates were established by autonomous hand held GPS
 DE9104.observations and have an estimated accuracy of +/- 10 meters.
 DE9104
 DE9104.The orthometric height was determined by differential leveling and
 DE9104.adjusted by the NATIONAL GEODETIC SURVEY
 DE9104.in May 2004.
 DE9104
 DE9104.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9104.GEOID18 height accuracy estimate available here.
 DE9104
 DE9104.Click photographs - Photos may exist for this station.
 DE9104
 DE9104.The dynamic height is computed by dividing the NAVD 88
 DE9104.geopotential number by the normal gravity value computed on the
 DE9104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9104.degrees latitude (g = 980.6199 gals.).
 DE9104
 DE9104.The modeled gravity was interpolated from observed gravity values.
 DE9104
 DE9104;                    North         East    Units  Estimated Accuracy
 DE9104;SPC FL W     -   361,914.      170,952.      MT  (+/- 10 meters HH2 GPS)
 DE9104
 DE9104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7227253555(NAD 83)
 DE9104
 DE9104                          SUPERSEDED SURVEY CONTROL
 DE9104
 DE9104.No superseded survey control is available for this station.
 DE9104
 DE9104_MARKER: DD = SURVEY DISK
 DE9104_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9104+WITH SETTING: INFORMATION.
 DE9104_STAMPING: 12.9-300Z LB 262
 DE9104_MARK LOGO: GULFST
 DE9104_PROJECTION: FLUSH
 DE9104_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9104+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2020
 DE9104
 DE9104  HISTORY     - Date     Condition        Report By
 DE9104  HISTORY     - UNK      MONUMENTED       GULFST
 DE9104  HISTORY     - 20020529 GOOD             FLDEP
 DE9104  HISTORY     - 20080306 GOOD             FLDEP
 DE9104  HISTORY     - 20090119 GOOD             FL-081
 DE9104  HISTORY     - 20110609 GOOD             YOUNG
 DE9104  HISTORY     - 20150227 GOOD             FL-081
 DE9104  HISTORY     - 20201019 GOOD             FL-081
 DE9104
 DE9104                          STATION DESCRIPTION
 DE9104
 DE9104'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE9104'THE MARK IS ABOUT 8.2 MI EAST OF PARRISH, IN SECTION 15, TOWNSHIP 33
 DE9104'SOUTH, RANGE 20 EAST.
 DE9104'
 DE9104'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DE9104'62 IN PARRISH,
 DE9104'GO EAST ON STATE ROAD 62 FOR 3.85 MI TO THE JUNCTION OF CORBETT JOHN
 DE9104'ROAD ON THE LEFT,
 DE9104'CONTINUE EAST ON STATE ROAD 62 FOR 4.35 MI TO THE MARK ON THE RIGHT, A
 DE9104'ROD AND DISC SET IN
 DE9104'CONCRETE RECESSED 0.2 FT BELOW THE LEVEL OF A 6-INCH PVC PIPE FLUSH
 DE9104'WITH THE GROUND
 DE9104'AND ABOUT 0.8 FT BELOW THE LEVEL 0F STATE ROAD 62.
 DE9104'
 DE9104'LOCATED 191.0 FT SOUTHEAST OF POWER POLE NUMBER 16-283, 55.5 FT SOUTH
 DE9104'OF THE
 DE9104'APPROXIMATE CENTERLINE OF STATE ROAD 62, 44.0 FT SOUTH OF THE EDGE OF
 DE9104'THE PAVEMENT OF
 DE9104'STATE ROAD 62, 33.1 FT NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT
 DE9104'ROAD ON THE NORTH
 DE9104'EDGE OF AN ORANGE GROVE AND 1.0 FT NORTH OF A CARSONITE WITNESS POST.
 DE9104'
 DE9104
 DE9104                          STATION RECOVERY (2008)
 DE9104
 DE9104'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 DE9104'RECOVERED AS DESCRIBED.
 DE9104
 DE9104                          STATION RECOVERY (2009)
 DE9104
 DE9104'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (AG)
 DE9104'RECOVERED IN GOOD CONDITION.
 DE9104
 DE9104                          STATION RECOVERY (2011)
 DE9104
 DE9104'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2011 (TKO)
 DE9104'RECOVERED AS DESCRIBED.
 DE9104
 DE9104                          STATION RECOVERY (2015)
 DE9104
 DE9104'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2015 (TEC)
 DE9104'RECOVERED IN GOOD CONDITION.
 DE9104
 DE9104                          STATION RECOVERY (2020)
 DE9104
 DE9104'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 DE9104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0015 ***********************************************************************
 AG0015  DESIGNATION -  120
 AG0015  PID         -  AG0015
 AG0015  STATE/COUNTY-  FL/PINELLAS
 AG0015  COUNTRY     -  US
 AG0015  USGS QUAD   -  SEMINOLE (2018)
 AG0015
 AG0015                         *CURRENT SURVEY CONTROL
 AG0015  ______________________________________________________________________
 AG0015* NAD 83(1986) POSITION- 27 49 42.3    (N) 082 49 48.2    (W)   HD_HELD2
 AG0015* NAVD 88 ORTHO HEIGHT -     0.949 (meters)        3.11  (feet) ADJUSTED
 AG0015  ______________________________________________________________________
 AG0015  GEOID HEIGHT    -        -24.343 (meters)                     GEOID18
 AG0015  DYNAMIC HEIGHT  -          0.947 (meters)        3.11  (feet) COMP
 AG0015  MODELED GRAVITY -    979,182.6   (mgal)                       NAVD 88
 AG0015
 AG0015  VERT ORDER      -  SECOND    CLASS II
 AG0015
 AG0015.The horizontal coordinates were established by autonomous hand held GPS
 AG0015.observations and have an estimated accuracy of +/- 10 meters.
 AG0015
 AG0015.The orthometric height was determined by differential leveling and
 AG0015.adjusted by the NATIONAL GEODETIC SURVEY
 AG0015.in June 1991.
 AG0015
 AG0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0015.GEOID18 height accuracy estimate available here.
 AG0015
 AG0015.Click photographs - Photos may exist for this station.
 AG0015
 AG0015.The dynamic height is computed by dividing the NAVD 88
 AG0015.geopotential number by the normal gravity value computed on the
 AG0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0015.degrees latitude (g = 980.6199 gals.).
 AG0015
 AG0015.The modeled gravity was interpolated from observed gravity values.
 AG0015
 AG0015;                    North         East    Units  Estimated Accuracy
 AG0015;SPC FL W     -   387,472.      118,228.      MT  (+/- 10 meters HH2 GPS)
 AG0015
 AG0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL1976279539(NAD 83)
 AG0015
 AG0015                          SUPERSEDED SURVEY CONTROL
 AG0015
 AG0015  NGVD 29 (??/??/92)    1.216  (m)            3.99   (f) ADJ UNCH    2 2
 AG0015
 AG0015.Superseded values are not recommended for survey control.
 AG0015
 AG0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0015.See file dsdata.pdf to determine how the superseded data were derived.
 AG0015
 AG0015_MARKER: DD = SURVEY DISK
 AG0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0015_STAMPING: 120 SRD
 AG0015_MARK LOGO: FLHD
 AG0015_PROJECTION: FLUSH
 AG0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0015+STABILITY: SURFACE MOTION
 AG0015
 AG0015  HISTORY     - Date     Condition        Report By
 AG0015  HISTORY     - UNK      MONUMENTED       FLHD
 AG0015  HISTORY     - 1975     GOOD             FLDT
 AG0015  HISTORY     - 20080923 GOOD             PINCPW
 AG0015
 AG0015                          STATION DESCRIPTION
 AG0015
 AG0015'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0015'AT REDINGTON SHORES.
 AG0015'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG0015'AND S.R. 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD.
 AG0015'FOR 4.15 MILES, TO THE INTERSECTION OF ATOLL AVE.  STATION ON
 AG0015'LEFT, 42.0 FT. E. OF THE CENTERLINE OF GULF BLVD., 5.0 FT.
 AG0015'S. OF THE CENTERLINE OF ATOLL AVE., 4.5 FT. N. OF A POWER POLE,
 AG0015'NUMBER 1A-46458-R.  SET IN TOP OF A CONCRETE POST THAT IS FLUSH
 AG0015'WITH THE GROUND.  SECTION 31, T30S, R15E.
 AG0015
 AG0015                          STATION RECOVERY (2008)
 AG0015
 AG0015'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8711 ***********************************************************************
 DL8711  DESIGNATION -  120111
 DL8711  PID         -  DL8711
 DL8711  STATE/COUNTY-  FL/LEE
 DL8711  COUNTRY     -  US
 DL8711  USGS QUAD   -  MATLACHA (2018)
 DL8711
 DL8711                         *CURRENT SURVEY CONTROL
 DL8711  ______________________________________________________________________
 DL8711* NAD 83(1986) POSITION- 26 37 31.65   (N) 082 04 27.69   (W)   HD_HELD1
 DL8711* NAVD 88 ORTHO HEIGHT -     2.751 (meters)        9.03  (feet) ADJUSTED
 DL8711  ______________________________________________________________________
 DL8711  GEOID HEIGHT    -        -23.760 (meters)                     GEOID18
 DL8711  DYNAMIC HEIGHT  -          2.746 (meters)        9.01  (feet) COMP
 DL8711  MODELED GRAVITY -    979,089.6   (mgal)                       NAVD 88
 DL8711
 DL8711  VERT ORDER      -  FIRST     CLASS II
 DL8711
 DL8711.The horizontal coordinates were determined by differentially corrected
 DL8711.hand held GPS observations or other comparable positioning techniques
 DL8711.and have an estimated accuracy of +/- 3 meters.
 DL8711
 DL8711.The orthometric height was determined by differential leveling and
 DL8711.adjusted by the NATIONAL GEODETIC SURVEY
 DL8711.in July 2010.
 DL8711
 DL8711.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8711.GEOID18 height accuracy estimate available here.
 DL8711
 DL8711.Click photographs - Photos may exist for this station.
 DL8711
 DL8711.The dynamic height is computed by dividing the NAVD 88
 DL8711.geopotential number by the normal gravity value computed on the
 DL8711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8711.degrees latitude (g = 980.6199 gals.).
 DL8711
 DL8711.The modeled gravity was interpolated from observed gravity values.
 DL8711
 DL8711;                    North         East    Units  Estimated Accuracy
 DL8711;SPC FL W     -   253,909.2     192,595.7     MT  (+/- 3 meters HH1 GPS) 
 DL8711
 DL8711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9305245401(NAD 83)
 DL8711
 DL8711                          SUPERSEDED SURVEY CONTROL
 DL8711
 DL8711.No superseded survey control is available for this station.
 DL8711
 DL8711_MARKER: DD = SURVEY DISK
 DL8711_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL8711_SP_SET: BRIDGE RAIL
 DL8711_STAMPING: 120111
 DL8711_MARK LOGO: FLDT
 DL8711_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL8711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL8711+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2020
 DL8711
 DL8711  HISTORY     - Date     Condition        Report By
 DL8711  HISTORY     - UNK      MONUMENTED       FLDT
 DL8711  HISTORY     - 20081114 GOOD             FLDEP
 DL8711  HISTORY     - 20111031 GOOD             CRAMER
 DL8711  HISTORY     - 20160117 GOOD             GEOCAC
 DL8711  HISTORY     - 20190725 GOOD             FLDEP
 DL8711  HISTORY     - 20200724 GOOD             T2UES
 DL8711
 DL8711                          STATION DESCRIPTION
 DL8711
 DL8711'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL8711'THE MARK IS ABOUT 7.6 MI (12.2 KM) SOUTHEAST OF BOKEELIA, 2.8 MI (4.5
 DL8711'KM) EAST-NORTHEAST OF PINE ISLAND CENTER, 0.3 MI (0.5 KM) SOUTHWEST OF
 DL8711'MATLACHA, IN SECTION 24, TOWNSHIP 44 SOUTH, RANGE 22 EAST.
 DL8711'
 DL8711'TO REACH THE MARK FROM THE INTERSECTION OF PINE ISLAND ROAD (COUNTY
 DL8711'ROAD 78) AND H. STRINGFELLOW ROAD (COUNTY ROAD 767) IN PINE ISLAND
 DL8711'CENTER, GO EAST ON PINE ISLAND ROAD (COUNTY ROAD 78) FOR 2.95 MI (4.7
 DL8711'KM) TO THE WEST END OF BRIDGE NUMBER 1977 AND THE MARK ON THE RIGHT,
 DL8711'SET FLUSH IN THE TOP OF THE SOUTHWEST CONCRETE BRIDGE GUARD RAIL AND
 DL8711'ABOUT 2.4 FT (0.7 M) ABOVE THE LEVEL OF COUNTY ROAD 78.  THE MARK CAN
 DL8711'ALSO BE REACHED FROM THE POST OFFICE IN MATLACHA, GO WEST ON PINE
 DL8711'ISLAND ROAD (COUNTY ROAD 78) 0.4 MI (0.6 KM) TO THE MARK ON THE LEFT.
 DL8711'
 DL8711'LOCATED 48.0 FT (14.6 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DL8711'THE DRIVE AT 4811, 26.5 FT (8.1 M) NORTHEAST OF THE SOUTHWEST END OF A
 DL8711'METAL GUARD RAIL, 18.0 FT (5.5 M) SOUTHEAST OF THE CENTERLINE OF
 DL8711'COUNTY ROAD 78 AND 1.3 FT (0.4 M) NORTHEAST OF THE SOUTHWEST END OF
 DL8711'THE CONCRETE GUARD RAIL.
 DL8711
 DL8711                          STATION RECOVERY (2011)
 DL8711
 DL8711'RECOVERY NOTE BY D CRAMER SURVEYING INC 2011 (DKC)
 DL8711'RECOVERED IN GOOD CONDITION.
 DL8711
 DL8711                          STATION RECOVERY (2016)
 DL8711
 DL8711'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 DL8711'RECOVERED IN GOOD CONDITION.
 DL8711
 DL8711                          STATION RECOVERY (2019)
 DL8711
 DL8711'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 DL8711'RECOVERED AS DESCRIBED.
 DL8711
 DL8711                          STATION RECOVERY (2020)
 DL8711
 DL8711'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 DL8711'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8712 ***********************************************************************
 DL8712  TIDAL BM    -  This is a Tidal Bench Mark.
 DL8712  DESIGNATION -  120128
 DL8712  PID         -  DL8712
 DL8712  STATE/COUNTY-  FL/LEE
 DL8712  COUNTRY     -  US
 DL8712  USGS QUAD   -  MATLACHA (2018)
 DL8712
 DL8712                         *CURRENT SURVEY CONTROL
 DL8712  ______________________________________________________________________
 DL8712* NAD 83(1986) POSITION- 26 37 49.31   (N) 082 04 11.83   (W)   HD_HELD1
 DL8712* NAVD 88 ORTHO HEIGHT -     2.834 (meters)        9.30  (feet) ADJUSTED
 DL8712  ______________________________________________________________________
 DL8712  GEOID HEIGHT    -        -23.770 (meters)                     GEOID18
 DL8712  DYNAMIC HEIGHT  -          2.829 (meters)        9.28  (feet) COMP
 DL8712  MODELED GRAVITY -    979,089.8   (mgal)                       NAVD 88
 DL8712
 DL8712  VERT ORDER      -  FIRST     CLASS II
 DL8712
 DL8712.The horizontal coordinates were determined by differentially corrected
 DL8712.hand held GPS observations or other comparable positioning techniques
 DL8712.and have an estimated accuracy of +/- 3 meters.
 DL8712
 DL8712.The orthometric height was determined by differential leveling and
 DL8712.adjusted by the NATIONAL GEODETIC SURVEY
 DL8712.in July 2010.
 DL8712
 DL8712.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8712.GEOID18 height accuracy estimate available here.
 DL8712
 DL8712.This Tidal Bench Mark is designated as VM 24350
 DL8712.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL8712
 DL8712.Click photographs - Photos may exist for this station.
 DL8712
 DL8712.The dynamic height is computed by dividing the NAVD 88
 DL8712.geopotential number by the normal gravity value computed on the
 DL8712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8712.degrees latitude (g = 980.6199 gals.).
 DL8712
 DL8712.The modeled gravity was interpolated from observed gravity values.
 DL8712
 DL8712;                    North         East    Units  Estimated Accuracy
 DL8712;SPC FL W     -   254,452.5     193,034.7     MT  (+/- 3 meters HH1 GPS) 
 DL8712
 DL8712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9349545941(NAD 83)
 DL8712
 DL8712                          SUPERSEDED SURVEY CONTROL
 DL8712
 DL8712.No superseded survey control is available for this station.
 DL8712
 DL8712_MARKER: DD = SURVEY DISK
 DL8712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL8712_SP_SET: BRIDGE RAIL
 DL8712_STAMPING: 120128
 DL8712_MARK LOGO: FLDT
 DL8712_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL8712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL8712+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2023
 DL8712
 DL8712  HISTORY     - Date     Condition        Report By
 DL8712  HISTORY     - UNK      MONUMENTED       FLDT
 DL8712  HISTORY     - 20081114 GOOD             FLDEP
 DL8712  HISTORY     - 20111031 GOOD             CRAMER
 DL8712  HISTORY     - 20160117 GOOD             GEOCAC
 DL8712  HISTORY     - 20190725 GOOD             FLDEP
 DL8712  HISTORY     - 20200709 GOOD             UFL
 DL8712  HISTORY     - 20230110 GOOD             AIMENG
 DL8712
 DL8712                          STATION DESCRIPTION
 DL8712
 DL8712'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL8712'THE MARK IS ABOUT 7.6 MI (12.2 KM) SOUTHEAST OF BOKEELIA, 3.2 MI (5.1
 DL8712'KM) EAST-NORTHEAST OF PINE ISLAND CENTER, 0.1 MI (0.2 KM) NORTHEAST OF
 DL8712'MATLACHA, IN SECTION 24, TOWNSHIP 44 SOUTH, RANGE 22 EAST.
 DL8712'
 DL8712'TO REACH THE MARK FROM THE INTERSECTION OF PINE ISLAND ROAD (COUNTY
 DL8712'ROAD 78) AND H. STRINGFELLOW ROAD (COUNTY ROAD 767) IN PINE ISLAND
 DL8712'CENTER, GO EAST ON PINE ISLAND ROAD (COUNTY ROAD 78) FOR 3.4 MI (5.5
 DL8712'KM) TO THE EAST END OF THE BRIDGE NUMBER 120128, SET FLUSH IN THE TOP
 DL8712'OF THE NORTHWEST CONCRETE GUARD RAIL ABUTMENT AND ABOUT 2.7 FT (0.8 M)
 DL8712'ABOVE THE LEVEL OF COUNTY ROAD 78, NEAR THE MATLACHA POST OFFICE.
 DL8712'
 DL8712'LOCATED 75.0 FT (22.9 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DL8712'THE DRIVE AT 4530, 27.3 FT (8.3 M) SOUTHWEST OF THE NORTHEAST END OF
 DL8712'THE METAL GUARD RAIL, 17.0 FT (5.2 M) NORTHWEST OF THE CENTERLINE OF
 DL8712'COUNTY ROAD 78 AND 1.4 FT (0.4 M) SOUTHWEST OF THE NORTHEAST END OF
 DL8712'THE GUARD RAIL ABUTMENT.
 DL8712
 DL8712                          STATION RECOVERY (2011)
 DL8712
 DL8712'RECOVERY NOTE BY D CRAMER SURVEYING INC 2011 (DKC)
 DL8712'RECOVERED IN GOOD CONDITION.
 DL8712
 DL8712                          STATION RECOVERY (2016)
 DL8712
 DL8712'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 DL8712'RECOVERED IN GOOD CONDITION.
 DL8712
 DL8712                          STATION RECOVERY (2019)
 DL8712
 DL8712'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 DL8712'RECOVERED AS DESCRIBED.
 DL8712
 DL8712                          STATION RECOVERY (2020)
 DL8712
 DL8712'RECOVERY NOTE BY UNIVERSITY OF FLORIDA 2020 (AEO)
 DL8712'RECOVERED IN GOOD CONDITION.
 DL8712
 DL8712                          STATION RECOVERY (2023)
 DL8712
 DL8712'RECOVERY NOTE BY AIM ENGINEERING AND SURVEYING 2023 (DT)
 DL8712'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8709 ***********************************************************************
 DL8709  DESIGNATION -  120129
 DL8709  PID         -  DL8709
 DL8709  STATE/COUNTY-  FL/LEE
 DL8709  COUNTRY     -  US
 DL8709  USGS QUAD   -  PINE ISLAND CENTER (2018)
 DL8709
 DL8709                         *CURRENT SURVEY CONTROL
 DL8709  ______________________________________________________________________
 DL8709* NAD 83(1986) POSITION- 26 36 51.96   (N) 082 06 17.88   (W)   HD_HELD1
 DL8709* NAVD 88 ORTHO HEIGHT -     2.789 (meters)        9.15  (feet) ADJUSTED
 DL8709  ______________________________________________________________________
 DL8709  GEOID HEIGHT    -        -23.712 (meters)                     GEOID18
 DL8709  DYNAMIC HEIGHT  -          2.784 (meters)        9.13  (feet) COMP
 DL8709  MODELED GRAVITY -    979,090.3   (mgal)                       NAVD 88
 DL8709
 DL8709  VERT ORDER      -  FIRST     CLASS II
 DL8709
 DL8709.The horizontal coordinates were determined by differentially corrected
 DL8709.hand held GPS observations or other comparable positioning techniques
 DL8709.and have an estimated accuracy of +/- 3 meters.
 DL8709
 DL8709.The orthometric height was determined by differential leveling and
 DL8709.adjusted by the NATIONAL GEODETIC SURVEY
 DL8709.in July 2010.
 DL8709
 DL8709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8709.GEOID18 height accuracy estimate available here.
 DL8709
 DL8709.Click photographs - Photos may exist for this station.
 DL8709
 DL8709.The dynamic height is computed by dividing the NAVD 88
 DL8709.geopotential number by the normal gravity value computed on the
 DL8709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8709.degrees latitude (g = 980.6199 gals.).
 DL8709
 DL8709.The modeled gravity was interpolated from observed gravity values.
 DL8709
 DL8709;                    North         East    Units  Estimated Accuracy
 DL8709;SPC FL W     -   252,689.9     189,546.9     MT  (+/- 3 meters HH1 GPS) 
 DL8709
 DL8709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8999444206(NAD 83)
 DL8709
 DL8709                          SUPERSEDED SURVEY CONTROL
 DL8709
 DL8709.No superseded survey control is available for this station.
 DL8709
 DL8709_MARKER: DD = SURVEY DISK
 DL8709_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL8709_SP_SET: BRIDGE RAIL
 DL8709_STAMPING: 120129
 DL8709_MARK LOGO: FLDT
 DL8709_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL8709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL8709+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2020
 DL8709
 DL8709  HISTORY     - Date     Condition        Report By
 DL8709  HISTORY     - UNK      MONUMENTED       FLDT
 DL8709  HISTORY     - 20081114 GOOD             FLDEP
 DL8709  HISTORY     - 20190726 GOOD             FLDEP
 DL8709  HISTORY     - 20200709 GOOD             UFL
 DL8709
 DL8709                          STATION DESCRIPTION
 DL8709
 DL8709'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL8709'THE MARK IS ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHEAST OF BOKEELIA, 2.3 MI
 DL8709'(3.8 KM) WEST-SOUTHWEST OF MATLACHA, 0.8 MI (1.3 KM) EAST OF PINE
 DL8709'ISLAND CENTER, IN SECTION 27, TOWNSHIP 44 SOUTH, RANGE 22 EAST.
 DL8709'
 DL8709'TO REACH THE MARK FROM THE INTERSECTION OF PINE ISLAND ROAD (COUNTY
 DL8709'ROAD 78) AND H. STRINGFELLOW ROAD (COUNTY ROAD 767), IN PINE ISLAND
 DL8709'CENTER, GO EAST ON PINE ISLAND ROAD (COUNTY ROAD 78) FOR 0.8 MI (1.3
 DL8709'KM) TO THE EAST END OF BRIDGE NUMBER 120129 SPANNING PINE ISLAND CREEK
 DL8709'AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE NORTHEAST
 DL8709'CONCRETE BRIDGE RAIL AND ABOUT 2.7 FT (0.8 M) ABOVE THE LEVEL OF
 DL8709'COUNTY ROAD 78.
 DL8709'
 DL8709'LOCATED 17.5 FT (5.3 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 78 AND
 DL8709'1.5 FT (0.5 M) WEST OF THE EAST END OF THE BRIDGE RAIL.
 DL8709
 DL8709                          STATION RECOVERY (2019)
 DL8709
 DL8709'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 DL8709'RECOVERED AS DESCRIBED.
 DL8709'
 DL8709'NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
 DL8709
 DL8709                          STATION RECOVERY (2020)
 DL8709
 DL8709'RECOVERY NOTE BY UNIVERSITY OF FLORIDA 2020 (AEO)
 DL8709'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6179 ***********************************************************************
 AE6179  DESIGNATION -  1205 20
 AE6179  PID         -  AE6179
 AE6179  STATE/COUNTY-  FL/INDIAN RIVER
 AE6179  COUNTRY     -  US
 AE6179  USGS QUAD   -  FORT DRUM NE (2018)
 AE6179
 AE6179                         *CURRENT SURVEY CONTROL
 AE6179  ______________________________________________________________________
 AE6179* NAD 83(1986) POSITION- 27 37 58.     (N) 080 45 59.     (W)   SCALED
 AE6179* NAVD 88 ORTHO HEIGHT -     8.766 (meters)       28.76  (feet) ADJUSTED
 AE6179  ______________________________________________________________________
 AE6179  GEOID HEIGHT    -        -27.065 (meters)                     GEOID18
 AE6179  DYNAMIC HEIGHT  -          8.753 (meters)       28.72  (feet) COMP
 AE6179  MODELED GRAVITY -    979,147.5   (mgal)                       NAVD 88
 AE6179
 AE6179  VERT ORDER      -  SECOND    CLASS I
 AE6179
 AE6179.The horizontal coordinates were scaled from a map and have
 AE6179.an estimated accuracy of +/- 6 seconds.
 AE6179
 AE6179.The orthometric height was determined by differential leveling and
 AE6179.adjusted by the NATIONAL GEODETIC SURVEY
 AE6179.in February 1998.
 AE6179
 AE6179.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6179.GEOID18 height accuracy estimate available here.
 AE6179
 AE6179.Click photographs - Photos may exist for this station.
 AE6179
 AE6179.The dynamic height is computed by dividing the NAVD 88
 AE6179.geopotential number by the normal gravity value computed on the
 AE6179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6179.degrees latitude (g = 980.6199 gals.).
 AE6179
 AE6179.The modeled gravity was interpolated from observed gravity values.
 AE6179
 AE6179;                    North         East    Units  Estimated Accuracy
 AE6179;SPC FL E     -   365,540.      223,060.      MT  (+/- 180 meters Scaled)
 AE6179
 AE6179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL230565(NAD 83)
 AE6179
 AE6179                          SUPERSEDED SURVEY CONTROL
 AE6179
 AE6179.No superseded survey control is available for this station.
 AE6179
 AE6179_MARKER: DD = SURVEY DISK
 AE6179_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6179_STAMPING: 1205-20 FB 94-158 PG 45
 AE6179_MARK LOGO: SJRWMD
 AE6179_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6179+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6179
 AE6179  HISTORY     - Date     Condition        Report By
 AE6179  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6179  HISTORY     - 19950630 GOOD             FLDEP
 AE6179
 AE6179                          STATION DESCRIPTION
 AE6179
 AE6179'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6179'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6179'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6179'60 IN YEEHAW JUNCTION IN SECTION 7, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6179'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6179'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6179'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6179'AND GO SOUTH FOR APPROXIMATELY 100.0 FT (30.5 M) TO A METAL LOCKED
 AE6179'GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR
 AE6179'0.5 MI (0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE
 AE6179'SOUTH ON THE DIRT ROAD FOR APPROXIMATELY 70.0 FT (21.3 M) TO THE MARK
 AE6179'ON THE RIGHT A SJRWMD ALUMINUN DISC CRIMPED ON A COPPER CLAD ROD IN AN
 AE6179'8-INCH STOVE PIPE FILLED WITH CONCRETE, PROJECTING 0.2 FT (6.1 CM)
 AE6179'ABOVE THE LEVEL OF THE GROUND AND DIRT ROAD. LOCATED 73.7 FT (22.5 M)
 AE6179'SOUTH OF THE CENTER OF THE METAL GATE, 15.0 FT (4.6 M) WEST OF THE
 AE6179'APPROXIMATE CENTER OF THE DIRT ROAD AND 1.7 FT (0.5 M) EAST OF A
 AE6179'SJRWMD METAL WITNESS POST. NOTE PREMISSION NEEDED, OWNER DAN ROONEY,
 AE6179'DIAMOND P RANCH AND GROVE, FOR KEY CONTRACT TOMMY WALTERS, ST.  JOHN
 AE6179'WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE (904) 329-4277
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6180 ***********************************************************************
 AE6180  DESIGNATION -  1205 20 RM 1
 AE6180  PID         -  AE6180
 AE6180  STATE/COUNTY-  FL/INDIAN RIVER
 AE6180  COUNTRY     -  US
 AE6180  USGS QUAD   -  FORT DRUM NE (2018)
 AE6180
 AE6180                         *CURRENT SURVEY CONTROL
 AE6180  ______________________________________________________________________
 AE6180* NAD 83(1986) POSITION- 27 37 53.     (N) 080 45 56.     (W)   SCALED
 AE6180* NAVD 88 ORTHO HEIGHT -     8.291 (meters)       27.20  (feet) ADJUSTED
 AE6180  ______________________________________________________________________
 AE6180  GEOID HEIGHT    -        -27.064 (meters)                     GEOID18
 AE6180  DYNAMIC HEIGHT  -          8.279 (meters)       27.16  (feet) COMP
 AE6180  MODELED GRAVITY -    979,147.3   (mgal)                       NAVD 88
 AE6180
 AE6180  VERT ORDER      -  SECOND    CLASS I
 AE6180
 AE6180.The horizontal coordinates were scaled from a map and have
 AE6180.an estimated accuracy of +/- 6 seconds.
 AE6180
 AE6180.The orthometric height was determined by differential leveling and
 AE6180.adjusted by the NATIONAL GEODETIC SURVEY
 AE6180.in February 1998.
 AE6180
 AE6180.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6180.GEOID18 height accuracy estimate available here.
 AE6180
 AE6180.Click photographs - Photos may exist for this station.
 AE6180
 AE6180.The dynamic height is computed by dividing the NAVD 88
 AE6180.geopotential number by the normal gravity value computed on the
 AE6180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6180.degrees latitude (g = 980.6199 gals.).
 AE6180
 AE6180.The modeled gravity was interpolated from observed gravity values.
 AE6180
 AE6180;                    North         East    Units  Estimated Accuracy
 AE6180;SPC FL E     -   365,390.      223,140.      MT  (+/- 180 meters Scaled)
 AE6180
 AE6180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL231563(NAD 83)
 AE6180
 AE6180                          SUPERSEDED SURVEY CONTROL
 AE6180
 AE6180.No superseded survey control is available for this station.
 AE6180
 AE6180_MARKER: DD = SURVEY DISK
 AE6180_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6180_STAMPING: 1205-20 RM 1 FB 94-158 PG.45
 AE6180_MARK LOGO: SJRWMD
 AE6180_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6180+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6180
 AE6180  HISTORY     - Date     Condition        Report By
 AE6180  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6180  HISTORY     - 19950630 GOOD             FLDEP
 AE6180
 AE6180                          STATION DESCRIPTION
 AE6180
 AE6180'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6180'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6180'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6180'60 IN YEEHAW JUNCTION IN SECTION 7, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6180'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6180'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6180'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6180'AND GO SOUTH FOR APPROXIMATELY 100.0 FT (30.5 M) TO A METAL LOCKED
 AE6180'GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR
 AE6180'0.5 MI (0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE
 AE6180'SOUTH ON THE DIRT ROAD FOR 0.25 MI (0.40 KM) TO THE MARK ON THE RIGHT
 AE6180'A SJRWMD ALUMINUN DISC CRIMPED ON A COPPER CLAD ROD IN AN 8-INCH STOVE
 AE6180'PIPE FILLED WITH CONCRETE FLUSH WITH THE GROUND AND LEVEL WITH THE
 AE6180'DIRT ROAD. LOCATED 141.0 FT (43.0 M) NORTHWEST OF THE NORTHWEST CORNER
 AE6180'OF A SMALL BUILDING, 17.0 FT (5.2 M) WEST OF THE APPROXIMATE CENTER OF
 AE6180'THE DIRT ROAD, 3.3 FT (1.0 M) EAST OF TWIN CABBAGE PALM TREES AND 0.7
 AE6180'FT (21.3 CM) EAST OF A SJRWMD METAL WITNESS POST. NOTE PREMISSION
 AE6180'NEEDED, OWNER DAN ROONEY, DIAMOND P RANCH AND GROVE, FOR KEY CONTRACT
 AE6180'TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE
 AE6180'(904) 329-4277
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6181 ***********************************************************************
 AE6181  DESIGNATION -  1206 20
 AE6181  PID         -  AE6181
 AE6181  STATE/COUNTY-  FL/INDIAN RIVER
 AE6181  COUNTRY     -  US
 AE6181  USGS QUAD   -  FORT DRUM (2018)
 AE6181
 AE6181                         *CURRENT SURVEY CONTROL
 AE6181  ______________________________________________________________________
 AE6181* NAD 83(1986) POSITION- 27 37 04.     (N) 080 45 33.     (W)   SCALED
 AE6181* NAVD 88 ORTHO HEIGHT -     8.545 (meters)       28.03  (feet) ADJUSTED
 AE6181  ______________________________________________________________________
 AE6181  GEOID HEIGHT    -        -27.055 (meters)                     GEOID18
 AE6181  DYNAMIC HEIGHT  -          8.532 (meters)       27.99  (feet) COMP
 AE6181  MODELED GRAVITY -    979,145.9   (mgal)                       NAVD 88
 AE6181
 AE6181  VERT ORDER      -  SECOND    CLASS I
 AE6181
 AE6181.The horizontal coordinates were scaled from a map and have
 AE6181.an estimated accuracy of +/- 6 seconds.
 AE6181
 AE6181.The orthometric height was determined by differential leveling and
 AE6181.adjusted by the NATIONAL GEODETIC SURVEY
 AE6181.in February 1998.
 AE6181
 AE6181.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6181.GEOID18 height accuracy estimate available here.
 AE6181
 AE6181.Click photographs - Photos may exist for this station.
 AE6181
 AE6181.The dynamic height is computed by dividing the NAVD 88
 AE6181.geopotential number by the normal gravity value computed on the
 AE6181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6181.degrees latitude (g = 980.6199 gals.).
 AE6181
 AE6181.The modeled gravity was interpolated from observed gravity values.
 AE6181
 AE6181;                    North         East    Units  Estimated Accuracy
 AE6181;SPC FL E     -   363,880.      223,770.      MT  (+/- 180 meters Scaled)
 AE6181
 AE6181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL237548(NAD 83)
 AE6181
 AE6181                          SUPERSEDED SURVEY CONTROL
 AE6181
 AE6181.No superseded survey control is available for this station.
 AE6181
 AE6181_MARKER: DD = SURVEY DISK
 AE6181_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6181_STAMPING: BM 1206-20 FB 94-158 PG-51
 AE6181_MARK LOGO: SJRWMD
 AE6181_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6181+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6181
 AE6181  HISTORY     - Date     Condition        Report By
 AE6181  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6181  HISTORY     - 19950630 GOOD             FLDEP
 AE6181
 AE6181                          STATION DESCRIPTION
 AE6181
 AE6181'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6181'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6181'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6181'60 IN YEEHAW JUNCTION IN SECTION 17, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6181'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6181'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6181'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6181'AND GO SOUTH FOR APPROXIMATELY 100.0 FT (30.5 M) TO A METAL LOCKED
 AE6181'GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR
 AE6181'0.5 MI (0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE
 AE6181'SOUTH ON THE DIRT ROAD FOR 0.7 MI (1.1 KM) TO THE MARK ON THE RIGHT A
 AE6181'SJRWMD ALUMINUN DISC CRIMPED ON A COPPER CLAD ROD IN AN 8-INCH STOVE
 AE6181'PIPE FILLED WITH CONCRETE FLUSH WITH THE GROUND AND LEVEL WITH THE
 AE6181'DIRT ROAD. LOCATED 26.2 FT (8.0 M) WEST OF AN OLD BARBED WIRE FENCE,
 AE6181'10.0 FT (3.0 M) WEST OF THE APPROXIMATE CENTER OF THE ROAD, 1.3 FT
 AE6181'(0.4 M) EAST OF A 20-INCH PALM TREE AND 1.0 FT (0.3 M) EAST OF A METAL
 AE6181'WITNESS POST. NOTE PREMISSION NEEDED, OWNER DAN ROONEY, DIAMOND P
 AE6181'RANCH AND GROVE, FOR KEY CONTRACT TOMMY WALTERS, ST.  JOHN WATER
 AE6181'MANAGEMENT DISTICT, PALATKA, FL.  PHONE (904) 329-4277.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6182 ***********************************************************************
 AE6182  DESIGNATION -  1206 20 RM 1
 AE6182  PID         -  AE6182
 AE6182  STATE/COUNTY-  FL/INDIAN RIVER
 AE6182  COUNTRY     -  US
 AE6182  USGS QUAD   -  FORT DRUM (2018)
 AE6182
 AE6182                         *CURRENT SURVEY CONTROL
 AE6182  ______________________________________________________________________
 AE6182* NAD 83(1986) POSITION- 27 36 59.     (N) 080 45 31.     (W)   SCALED
 AE6182* NAVD 88 ORTHO HEIGHT -     8.644 (meters)       28.36  (feet) ADJUSTED
 AE6182  ______________________________________________________________________
 AE6182  GEOID HEIGHT    -        -27.054 (meters)                     GEOID18
 AE6182  DYNAMIC HEIGHT  -          8.631 (meters)       28.32  (feet) COMP
 AE6182  MODELED GRAVITY -    979,145.7   (mgal)                       NAVD 88
 AE6182
 AE6182  VERT ORDER      -  SECOND    CLASS I
 AE6182
 AE6182.The horizontal coordinates were scaled from a map and have
 AE6182.an estimated accuracy of +/- 6 seconds.
 AE6182
 AE6182.The orthometric height was determined by differential leveling and
 AE6182.adjusted by the NATIONAL GEODETIC SURVEY
 AE6182.in February 1998.
 AE6182
 AE6182.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6182.GEOID18 height accuracy estimate available here.
 AE6182
 AE6182.Click photographs - Photos may exist for this station.
 AE6182
 AE6182.The dynamic height is computed by dividing the NAVD 88
 AE6182.geopotential number by the normal gravity value computed on the
 AE6182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6182.degrees latitude (g = 980.6199 gals.).
 AE6182
 AE6182.The modeled gravity was interpolated from observed gravity values.
 AE6182
 AE6182;                    North         East    Units  Estimated Accuracy
 AE6182;SPC FL E     -   363,720.      223,830.      MT  (+/- 180 meters Scaled)
 AE6182
 AE6182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL238547(NAD 83)
 AE6182
 AE6182                          SUPERSEDED SURVEY CONTROL
 AE6182
 AE6182.No superseded survey control is available for this station.
 AE6182
 AE6182_MARKER: DD = SURVEY DISK
 AE6182_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6182_STAMPING: BM 1206-20 RM 1 FB94-158 PG.51
 AE6182_MARK LOGO: SJRWMD
 AE6182_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6182_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6182+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6182
 AE6182  HISTORY     - Date     Condition        Report By
 AE6182  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6182  HISTORY     - 19950630 GOOD             FLDEP
 AE6182
 AE6182                          STATION DESCRIPTION
 AE6182
 AE6182'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6182'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6182'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6182'60 IN YEEHAW JUNCTION IN SECTION 17, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6182'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6182'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6182'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6182'AND GO SOUTH FOR APPROXIMATE 100.0 FT (30.5 M) TO A METAL LOCKED GATE,
 AE6182'PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR 0.5 MI
 AE6182'(0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON
 AE6182'THE DIRT ROAD FOR 0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT A SJRWMD
 AE6182'ALUMINUN DISC CRIMPED ON A COPPER CLAD ROD IN AN 8-INCH STOVE PIPE
 AE6182'FILLED WITH CONCRETE FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT
 AE6182'ROAD. LOCATED 27.9 FT (8.5 M) SOUTHWEST OF TWO CABBAGE PALM TREES,
 AE6182'26.2 FT (8.0 M) WEST OF AN OLD BARBED WIRE FENCE, 9.5 FT (2.9 M) WEST
 AE6182'OF THE APPROXIMATE CENTER OF THE ROAD, 1.6 FT (0.5 M) EAST OF THE EAST
 AE6182'EDGE OF THE BURM AND 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST. NOTE
 AE6182'PREMISSION NEEDED, OWNER DAN ROONEY, DIAMOND P RANCH AND GROVE, FOR
 AE6182'KEY CONTRACT TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT,
 AE6182'PALATKA, FL.  PHONE (904) 329-4277
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6183 ***********************************************************************
 AE6183  DESIGNATION -  1207 20
 AE6183  PID         -  AE6183
 AE6183  STATE/COUNTY-  FL/INDIAN RIVER
 AE6183  COUNTRY     -  US
 AE6183  USGS QUAD   -  FORT DRUM (2018)
 AE6183
 AE6183                         *CURRENT SURVEY CONTROL
 AE6183  ______________________________________________________________________
 AE6183* NAD 83(1986) POSITION- 27 36 11.     (N) 080 45 21.     (W)   SCALED
 AE6183* NAVD 88 ORTHO HEIGHT -     8.365 (meters)       27.44  (feet) ADJUSTED
 AE6183  ______________________________________________________________________
 AE6183  GEOID HEIGHT    -        -27.034 (meters)                     GEOID18
 AE6183  DYNAMIC HEIGHT  -          8.352 (meters)       27.40  (feet) COMP
 AE6183  MODELED GRAVITY -    979,144.5   (mgal)                       NAVD 88
 AE6183
 AE6183  VERT ORDER      -  SECOND    CLASS I
 AE6183
 AE6183.The horizontal coordinates were scaled from a map and have
 AE6183.an estimated accuracy of +/- 6 seconds.
 AE6183
 AE6183.The orthometric height was determined by differential leveling and
 AE6183.adjusted by the NATIONAL GEODETIC SURVEY
 AE6183.in February 1998.
 AE6183
 AE6183.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6183.GEOID18 height accuracy estimate available here.
 AE6183
 AE6183.Click photographs - Photos may exist for this station.
 AE6183
 AE6183.The dynamic height is computed by dividing the NAVD 88
 AE6183.geopotential number by the normal gravity value computed on the
 AE6183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6183.degrees latitude (g = 980.6199 gals.).
 AE6183
 AE6183.The modeled gravity was interpolated from observed gravity values.
 AE6183
 AE6183;                    North         East    Units  Estimated Accuracy
 AE6183;SPC FL E     -   362,250.      224,100.      MT  (+/- 180 meters Scaled)
 AE6183
 AE6183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL240532(NAD 83)
 AE6183
 AE6183                          SUPERSEDED SURVEY CONTROL
 AE6183
 AE6183.No superseded survey control is available for this station.
 AE6183
 AE6183_MARKER: DD = SURVEY DISK
 AE6183_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6183_STAMPING: BM 1207-20
 AE6183_MARK LOGO: SJRWMD
 AE6183_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6183+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6183
 AE6183  HISTORY     - Date     Condition        Report By
 AE6183  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6183  HISTORY     - 19950630 GOOD             FLDEP
 AE6183
 AE6183                          STATION DESCRIPTION
 AE6183
 AE6183'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6183'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6183'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6183'60 IN YEEHAW JUNCTION IN SECTION 20, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6183'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6183'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6183'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6183'AND GO SOUTH FOR APPROXIMATELY 100.0 FT (30.5 M) TO A METAL LOCKED
 AE6183'GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR
 AE6183'0.5 MI (0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE
 AE6183'SOUTH ON THE DIRT ROAD FOR 1.5 MI (2.4 KM) TO A Y-JUNCTION IN THE
 AE6183'ROAD, BEAR LEFT AND CONTINUE SOUTH ON THE DIRT ROAD FOR 0.25 MI (0.40
 AE6183'KM) TO ANOTHER Y-JUNCTION IN THE ROAD, BEAR LEFT AND CONTINUE SOUTH ON
 AE6183'THE DIRT ROAD FOR 0.55 MI (0.89 KM) TO THE MARK ON THE RIGHT A SJRWMD
 AE6183'ALUMINUN DISC CRIMPED ON A COPPER CLAD ROD IN AN 8-INCH STOVE PIPE
 AE6183'FILLED WITH CONCRETE FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT
 AE6183'ROAD. LOCATED ABOUT 12.0 FT (3.7 M) WEST OF THE CENTERLINE OF THE ROAD
 AE6183'AND 1.0 FT (0.3 M) EAST OF A SJRWMD WITNESS POST. NOTE PREMISSION
 AE6183'NEEDED, OWNER DAN ROONEY, DIAMOND P RANCH AND GROVE, FOR KEY CONTRACT
 AE6183'TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE
 AE6183'(904) 329-4277
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6184 ***********************************************************************
 AE6184  DESIGNATION -  1207 20 RM 1
 AE6184  PID         -  AE6184
 AE6184  STATE/COUNTY-  FL/INDIAN RIVER
 AE6184  COUNTRY     -  US
 AE6184  USGS QUAD   -  FORT DRUM (2018)
 AE6184
 AE6184                         *CURRENT SURVEY CONTROL
 AE6184  ______________________________________________________________________
 AE6184* NAD 83(1986) POSITION- 27 36 09.     (N) 080 45 21.     (W)   SCALED
 AE6184* NAVD 88 ORTHO HEIGHT -     8.296 (meters)       27.22  (feet) ADJUSTED
 AE6184  ______________________________________________________________________
 AE6184  GEOID HEIGHT    -        -27.033 (meters)                     GEOID18
 AE6184  DYNAMIC HEIGHT  -          8.284 (meters)       27.18  (feet) COMP
 AE6184  MODELED GRAVITY -    979,144.5   (mgal)                       NAVD 88
 AE6184
 AE6184  VERT ORDER      -  SECOND    CLASS I
 AE6184
 AE6184.The horizontal coordinates were scaled from a map and have
 AE6184.an estimated accuracy of +/- 6 seconds.
 AE6184
 AE6184.The orthometric height was determined by differential leveling and
 AE6184.adjusted by the NATIONAL GEODETIC SURVEY
 AE6184.in February 1998.
 AE6184
 AE6184.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6184.GEOID18 height accuracy estimate available here.
 AE6184
 AE6184.Click photographs - Photos may exist for this station.
 AE6184
 AE6184.The dynamic height is computed by dividing the NAVD 88
 AE6184.geopotential number by the normal gravity value computed on the
 AE6184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6184.degrees latitude (g = 980.6199 gals.).
 AE6184
 AE6184.The modeled gravity was interpolated from observed gravity values.
 AE6184
 AE6184;                    North         East    Units  Estimated Accuracy
 AE6184;SPC FL E     -   362,190.      224,100.      MT  (+/- 180 meters Scaled)
 AE6184
 AE6184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL240531(NAD 83)
 AE6184
 AE6184                          SUPERSEDED SURVEY CONTROL
 AE6184
 AE6184.No superseded survey control is available for this station.
 AE6184
 AE6184_MARKER: DD = SURVEY DISK
 AE6184_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6184_STAMPING: RM 1 1207-20 FB 94-158 P.G. 57
 AE6184_MARK LOGO: SJRWMD
 AE6184_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6184+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6184
 AE6184  HISTORY     - Date     Condition        Report By
 AE6184  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6184  HISTORY     - 19950630 GOOD             FLDEP
 AE6184
 AE6184                          STATION DESCRIPTION
 AE6184
 AE6184'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6184'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6184'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6184'60 IN YEEHAW JUNCTION IN SECTION 20, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6184'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6184'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6184'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6184'AND GO SOUTH FOR APPROXIMATELY 100.0 FT (30.5 M) TO A METAL LOCKED
 AE6184'GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR
 AE6184'0.5 MI (0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE
 AE6184'SOUTH ON THE DIRT ROAD FOR 1.5 MI (2.4 KM) TO A Y-JUNCTION IN THE
 AE6184'ROAD, BEAR LEFT AND CONTINUE SOUTH ON THE DIRT ROAD FOR 0.25 MI (0.40
 AE6184'KM) TO ANOTHER Y-JUNCTION IN THE ROAD, BEAR LEFT AND CONTINUE SOUTH ON
 AE6184'THE DIRT ROAD FOR 0.6 MI (1.0 KM) TO THE MARK ON THE RIGHT A SJRWMD
 AE6184'ALUMINUN DISC CRIMPED ON A COPPER CLAD ROD IN AN 8-INCH STOVE PIPE
 AE6184'FILLED WITH CONCRETE 0.1 FT (3.0 CM) ABOVE THE GROUND AND DIRT ROAD.
 AE6184'LOCATED ABOUT 15.2 FT (4.6 M) WEST OF THE CENTERLINE OF THE ROAD, 8.0
 AE6184'FT (2.4 M) SOUTHWEST OF A 10-INCH PINE TREE AND 1.1 FT (0.3 M) EAST OF
 AE6184'A SJRWMD WITNESS POST. NOTE PREMISSION NEEDED, OWNER DAN ROONEY,
 AE6184'DIAMOND P RANCH AND GROVE, FOR KEY CONTRACT TOMMY WALTERS, ST.  JOHN
 AE6184'WATER MANAGEMENT DISTICT, PALATKA, FL.  PHONE (904) 329-4277
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6295 ***********************************************************************
 AE6295  DESIGNATION -  1208 20
 AE6295  PID         -  AE6295
 AE6295  STATE/COUNTY-  FL/INDIAN RIVER
 AE6295  COUNTRY     -  US
 AE6295  USGS QUAD   -  FORT DRUM (2018)
 AE6295
 AE6295                         *CURRENT SURVEY CONTROL
 AE6295  ______________________________________________________________________
 AE6295* NAD 83(1986) POSITION- 27 35 42.     (N) 080 45 25.     (W)   SCALED
 AE6295* NAVD 88 ORTHO HEIGHT -     8.386 (meters)       27.51  (feet) ADJUSTED
 AE6295  ______________________________________________________________________
 AE6295  GEOID HEIGHT    -        -27.016 (meters)                     GEOID18
 AE6295  DYNAMIC HEIGHT  -          8.373 (meters)       27.47  (feet) COMP
 AE6295  MODELED GRAVITY -    979,144.0   (mgal)                       NAVD 88
 AE6295
 AE6295  VERT ORDER      -  SECOND    CLASS I
 AE6295
 AE6295.The horizontal coordinates were scaled from a map and have
 AE6295.an estimated accuracy of +/- 6 seconds.
 AE6295
 AE6295.The orthometric height was determined by differential leveling and
 AE6295.adjusted by the NATIONAL GEODETIC SURVEY
 AE6295.in February 1998.
 AE6295
 AE6295.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6295.GEOID18 height accuracy estimate available here.
 AE6295
 AE6295.Click photographs - Photos may exist for this station.
 AE6295
 AE6295.The dynamic height is computed by dividing the NAVD 88
 AE6295.geopotential number by the normal gravity value computed on the
 AE6295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6295.degrees latitude (g = 980.6199 gals.).
 AE6295
 AE6295.The modeled gravity was interpolated from observed gravity values.
 AE6295
 AE6295;                    North         East    Units  Estimated Accuracy
 AE6295;SPC FL E     -   361,360.      224,000.      MT  (+/- 180 meters Scaled)
 AE6295
 AE6295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL239523(NAD 83)
 AE6295
 AE6295                          SUPERSEDED SURVEY CONTROL
 AE6295
 AE6295.No superseded survey control is available for this station.
 AE6295
 AE6295_MARKER: DD = SURVEY DISK
 AE6295_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6295_STAMPING: BM 1208-20
 AE6295_MARK LOGO: SJRWMD
 AE6295_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6295_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6295_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6295+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6295
 AE6295  HISTORY     - Date     Condition        Report By
 AE6295  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6295  HISTORY     - 19950630 GOOD             FLDEP
 AE6295
 AE6295                          STATION DESCRIPTION
 AE6295
 AE6295'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6295'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6295'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6295'60 IN YEEHAW JUNCTION IN SECTION 20, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6295'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6295'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6295'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6295'AND GO SOUTH FOR APPROXIMATELY 100.0 FT (30.5 M) TO A METAL LOCKED
 AE6295'GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR
 AE6295'0.5 MI (0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE
 AE6295'SOUTH ON THE DIRT ROAD FOR 1.5 MI (2.4 KM) TO A Y-JUNCTION IN THE
 AE6295'ROAD, BEAR LEFT AND CONTINUE SOUTH ON THE DIRT ROAD FOR 0.25 MI (0.40
 AE6295'KM) TO ANOTHER Y-JUNCTION IN THE ROAD, BEAR LEFT AND CONTINUE SOUTH ON
 AE6295'THE DIRT ROAD FOR 1.1 MI (1.8 KM) TO A CREEK ACROSS THE ROAD BETWEEN
 AE6295'HOG ISLAND AND SICK ISLAND AND THE MARK ON THE LEFT A SJRWMD ALUMINUN
 AE6295'DISC CRIMPED ON A COPPER CLAD ROD IN AN 8-INCH STOVE PIPE FILLED WITH
 AE6295'CONCRETE FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT ROAD.  THE MARK
 AE6295'CAN ALSO BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD
 AE6295'60 WESTBOUND LANES IN VERO BEACH, GO WEST ON STATE ROAD 60 FOR 15.45
 AE6295'MI (24.86 KM) TO THE JUNCTION OF COUNTY ROAD 512 ON THE RIGHT,
 AE6295'CONTINUE WEST ON STATE ROAD 60 FOR 2.15 MI (3.46 KM) TO A DIRT ROAD ON
 AE6295'THE LEFT TO LEVEE 78 AND 79, TURN LEFT ON THE LEVEE ROAD AND GO SOUTH
 AE6295'ON LEVEE 79, PASSING THROUGH A LOCKED GATE FOR 10.75 MI (17.30 KM) TO
 AE6295'A LOCKED GATE ON THE LEFT AND A 90 DEGREE TURN RIGHT, TURN RIGHT AND
 AE6295'GO NORTH FOR 0.1 MI (0.2 KM) TO A 90 DEGREE TURN LEFT, TURN LEFT AND
 AE6295'GO WEST THEN NORTH UNDER THE POWERLINE FOR 1.8 MI (2.9 KM) TO THE
 AE6295'JUNCTION OF A ROAD ON THE RIGHT, TURN RIGHT AND GO EAST FOR 2.05 MI
 AE6295'(3.30 KM) TO A CREEK ACROSS THE ROAD BETWEEN HOG ISLAND AND SICK
 AE6295'ISLAND AND THE MARK. LOCATED ABOUT 19.8 FT (6.0 M) SOUTH OF THE
 AE6295'SOUTHEAST CORNER OF A TELEMETRY STATION PLATFORM, 13.5 FT (4.1 M) EAST
 AE6295'OF THE APPROXIMATE CENTERLINE OF THE ROAD AND 1.3 FT (0.4 M) WEST OF A
 AE6295'SJRWMD WITNESS POST. NOTE PREMISSION NEEDED, OWNER DAN ROONEY, DIAMOND
 AE6295'P RANCH AND GROVE, FOR KEY CONTRACT TOMMY WALTERS, ST.  JOHN WATER
 AE6295'MANAGEMENT DISTICT, PALATKA, FL.  PHONE (904) 329-4277
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6294 ***********************************************************************
 AE6294  DESIGNATION -  1208 20 RM 1
 AE6294  PID         -  AE6294
 AE6294  STATE/COUNTY-  FL/INDIAN RIVER
 AE6294  COUNTRY     -  US
 AE6294  USGS QUAD   -  FORT DRUM (2018)
 AE6294
 AE6294                         *CURRENT SURVEY CONTROL
 AE6294  ______________________________________________________________________
 AE6294* NAD 83(1986) POSITION- 27 35 42.     (N) 080 45 25.     (W)   SCALED
 AE6294* NAVD 88 ORTHO HEIGHT -     8.397 (meters)       27.55  (feet) ADJUSTED
 AE6294  ______________________________________________________________________
 AE6294  GEOID HEIGHT    -        -27.016 (meters)                     GEOID18
 AE6294  DYNAMIC HEIGHT  -          8.385 (meters)       27.51  (feet) COMP
 AE6294  MODELED GRAVITY -    979,144.0   (mgal)                       NAVD 88
 AE6294
 AE6294  VERT ORDER      -  SECOND    CLASS I
 AE6294
 AE6294.The horizontal coordinates were scaled from a map and have
 AE6294.an estimated accuracy of +/- 6 seconds.
 AE6294
 AE6294.The orthometric height was determined by differential leveling and
 AE6294.adjusted by the NATIONAL GEODETIC SURVEY
 AE6294.in February 1998.
 AE6294
 AE6294.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6294.GEOID18 height accuracy estimate available here.
 AE6294
 AE6294.Click photographs - Photos may exist for this station.
 AE6294
 AE6294.The dynamic height is computed by dividing the NAVD 88
 AE6294.geopotential number by the normal gravity value computed on the
 AE6294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6294.degrees latitude (g = 980.6199 gals.).
 AE6294
 AE6294.The modeled gravity was interpolated from observed gravity values.
 AE6294
 AE6294;                    North         East    Units  Estimated Accuracy
 AE6294;SPC FL E     -   361,360.      224,000.      MT  (+/- 180 meters Scaled)
 AE6294
 AE6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL239523(NAD 83)
 AE6294
 AE6294                          SUPERSEDED SURVEY CONTROL
 AE6294
 AE6294.No superseded survey control is available for this station.
 AE6294
 AE6294_MARKER: DD = SURVEY DISK
 AE6294_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6294_STAMPING: RM 1 1208-20
 AE6294_MARK LOGO: SJRWMD
 AE6294_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6294+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6294
 AE6294  HISTORY     - Date     Condition        Report By
 AE6294  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6294  HISTORY     - 19950630 GOOD             FLDEP
 AE6294
 AE6294                          STATION DESCRIPTION
 AE6294
 AE6294'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6294'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6294'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6294'60 IN YEEHAW JUNCTION IN SECTION 20, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6294'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6294'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6294'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6294'AND GO SOUTH FOR APPROXIMATELY 100.0 FT (30.5 M) TO A METAL LOCKED
 AE6294'GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR
 AE6294'0.5 MI (0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE
 AE6294'SOUTH ON THE DIRT ROAD FOR 1.5 MI (2.4 KM) TO A Y-JUNCTION IN THE
 AE6294'ROAD, BEAR LEFT AND CONTINUE SOUTH ON THE DIRT ROAD FOR 0.25 MI (0.40
 AE6294'KM) TO ANOTHER Y-JUNCTION IN THE ROAD, BEAR LEFT AND CONTINUE SOUTH ON
 AE6294'THE DIRT ROAD FOR 1.1 MI (1.8 KM) TO A CREEK ACROSS THE ROAD BETWEEN
 AE6294'HOG ISLAND AND SICK ISLAND AND THE MARK ON THE RIGHT A SJRWMD ALUMINUN
 AE6294'DISC CRIMPED ON A COPPER CLAD ROD IN AN 8-INCH STOVE PIPE FILLED WITH
 AE6294'CONCRETE 0.8 ABOVE THE LEVEL OF THE GROUND AND 0.8 FT (24.4 CM) ABOVE
 AE6294'THE LEVEL OF THE DIRT ROAD. LOCATED 51.2 FT (15.6 M) SOUTHWEST OF BM
 AE6294'1208-20 RM 1, 45.0 FT (13.7 M) NORTHWEST OF BM 1208-20, 23.1 FT (7.0
 AE6294'M) WEST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 2.7 FT (0.8 M) EAST
 AE6294'OF A BARBWIRE FENCE AND 1.1 FT (0.3 M) EAST OF A SJRWMD WITNESS POST.
 AE6294'NOTE PREMISSION NEEDED, OWNER DAN ROONEY, DIAMOND P RANCH AND GROVE,
 AE6294'FOR KEY CONTRACT TOMMY WALTERS, ST.  JOHN WATER MANAGEMENT DISTICT,
 AE6294'PALATKA, FL.  PHONE (904) 329-4277
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6293 ***********************************************************************
 AE6293  DESIGNATION -  1208 20 RM 2
 AE6293  PID         -  AE6293
 AE6293  STATE/COUNTY-  FL/INDIAN RIVER
 AE6293  COUNTRY     -  US
 AE6293  USGS QUAD   -  FORT DRUM (2018)
 AE6293
 AE6293                         *CURRENT SURVEY CONTROL
 AE6293  ______________________________________________________________________
 AE6293* NAD 83(1986) POSITION- 27 35 42.     (N) 080 45 25.     (W)   SCALED
 AE6293* NAVD 88 ORTHO HEIGHT -     8.392 (meters)       27.53  (feet) ADJUSTED
 AE6293  ______________________________________________________________________
 AE6293  GEOID HEIGHT    -        -27.016 (meters)                     GEOID18
 AE6293  DYNAMIC HEIGHT  -          8.380 (meters)       27.49  (feet) COMP
 AE6293  MODELED GRAVITY -    979,144.0   (mgal)                       NAVD 88
 AE6293
 AE6293  VERT ORDER      -  SECOND    CLASS I
 AE6293
 AE6293.The horizontal coordinates were scaled from a map and have
 AE6293.an estimated accuracy of +/- 6 seconds.
 AE6293
 AE6293.The orthometric height was determined by differential leveling and
 AE6293.adjusted by the NATIONAL GEODETIC SURVEY
 AE6293.in February 1998.
 AE6293
 AE6293.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6293.GEOID18 height accuracy estimate available here.
 AE6293
 AE6293.Click photographs - Photos may exist for this station.
 AE6293
 AE6293.The dynamic height is computed by dividing the NAVD 88
 AE6293.geopotential number by the normal gravity value computed on the
 AE6293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6293.degrees latitude (g = 980.6199 gals.).
 AE6293
 AE6293.The modeled gravity was interpolated from observed gravity values.
 AE6293
 AE6293;                    North         East    Units  Estimated Accuracy
 AE6293;SPC FL E     -   361,360.      224,000.      MT  (+/- 180 meters Scaled)
 AE6293
 AE6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL239523(NAD 83)
 AE6293
 AE6293                          SUPERSEDED SURVEY CONTROL
 AE6293
 AE6293.No superseded survey control is available for this station.
 AE6293
 AE6293_MARKER: DD = SURVEY DISK
 AE6293_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6293_STAMPING: RM 2 1208-20
 AE6293_MARK LOGO: SJRWMD
 AE6293_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6293_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6293+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6293
 AE6293  HISTORY     - Date     Condition        Report By
 AE6293  HISTORY     - 1994     MONUMENTED       SJRWMD
 AE6293  HISTORY     - 19950630 GOOD             FLDEP
 AE6293
 AE6293                          STATION DESCRIPTION
 AE6293
 AE6293'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6293'THE MARK IS ABOUT 21.5 MI (34.6 KM) WEST OF VERO BEACH, 9.95 MI (16.01
 AE6293'KM) SOUTHEAST OF THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AE6293'60 IN YEEHAW JUNCTION IN SECTION 20, TOWNSHIP 33 SOUTH, RANGE 36 EAST.
 AE6293'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 AE6293'ROAD 60 IN YEEHAW JUNCTION, GO EAST ON STATE ROAD 60 FOR 9.95 MI
 AE6293'(16.01 KM) TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH, TURN RIGHT
 AE6293'AND GO SOUTH FOR APPROXIMATELY 100.0 FT (30.5 M) TO A METAL LOCKED
 AE6293'GATE, PASS THROUGH THE GATE AND CONTINUE SOUTH ON THE DIRT ROAD FOR
 AE6293'0.5 MI (0.8 KM) TO ANOTHER GATE, PASS THROUGH THE GATE AND CONTINUE
 AE6293'SOUTH ON THE DIRT ROAD FOR 1.5 MI (2.4 KM) TO A Y-JUNCTION IN THE
 AE6293'ROAD, BEAR LEFT AND CONTINUE SOUTH ON THE DIRT ROAD FOR 0.25 MI (0.40
 AE6293'KM) TO ANOTHER Y-JUNCTION IN THE ROAD, BEAR LEFT AND CONTINUE SOUTH ON
 AE6293'THE DIRT ROAD FOR 1.1 MI (1.8 KM) TO A CREEK ACROSS THE ROAD BETWEEN
 AE6293'HOG ISLAND AND SICK ISLAND AND THE MARK ON THE LEFT A SJRWMD ALUMINUN
 AE6293'DISC CRIMPED ON A COPPER CLAD ROD IN AN 8-INCH STOVE PIPE FILLED WITH
 AE6293'CONCRETE 0.8 FT (24.4 CM) ABOVE THE LEVEL OF THE GROUND AND 0.8 FT
 AE6293'(24.4 CM) ABOVE THE LEVEL OF THE DIRT ROAD. LOCATED 67.0 FT (20.4 M)
 AE6293'NORTH OF BM 1208-20, 51.2 FT (15.6 M) NORTHEAST OF BM 1208-20 RM 1,
 AE6293'11.5 FT (3.5 M) EAST OF THE APPROXIMATE CENTERLINE OF THE ROAD, 4.2 FT
 AE6293'(1.3 M) WEST OF A BARBWIRE FENCE AND 0.8 FT (24.4 CM) WEST OF A SJRWMD
 AE6293'WITNESS POST. NOTE PREMISSION NEEDED, OWNER DAN ROONEY, DIAMOND P
 AE6293'RANCH AND GROVE, FOR KEY CONTRACT TOMMY WALTERS, ST.  JOHN WATER
 AE6293'MANAGEMENT DISTICT, PALATKA, FL.  PHONE (904) 329-4277
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0006 ***********************************************************************
 AG0006  DESIGNATION -  121
 AG0006  PID         -  AG0006
 AG0006  STATE/COUNTY-  FL/PINELLAS
 AG0006  COUNTRY     -  US
 AG0006  USGS QUAD   -  SEMINOLE (2018)
 AG0006
 AG0006                         *CURRENT SURVEY CONTROL
 AG0006  ______________________________________________________________________
 AG0006* NAD 83(1986) POSITION- 27 49 25.     (N) 082 49 41.     (W)   SCALED
 AG0006* NAVD 88 ORTHO HEIGHT -     1.181 (meters)        3.87  (feet) ADJUSTED
 AG0006  ______________________________________________________________________
 AG0006  GEOID HEIGHT    -        -24.338 (meters)                     GEOID18
 AG0006  DYNAMIC HEIGHT  -          1.179 (meters)        3.87  (feet) COMP
 AG0006  MODELED GRAVITY -    979,182.2   (mgal)                       NAVD 88
 AG0006
 AG0006  VERT ORDER      -  SECOND    CLASS II
 AG0006
 AG0006.The horizontal coordinates were scaled from a map and have
 AG0006.an estimated accuracy of +/- 6 seconds.
 AG0006
 AG0006.The orthometric height was determined by differential leveling and
 AG0006.adjusted by the NATIONAL GEODETIC SURVEY
 AG0006.in June 1991.
 AG0006
 AG0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0006.GEOID18 height accuracy estimate available here.
 AG0006
 AG0006.Click photographs - Photos may exist for this station.
 AG0006
 AG0006.The dynamic height is computed by dividing the NAVD 88
 AG0006.geopotential number by the normal gravity value computed on the
 AG0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0006.degrees latitude (g = 980.6199 gals.).
 AG0006
 AG0006.The modeled gravity was interpolated from observed gravity values.
 AG0006
 AG0006;                    North         East    Units  Estimated Accuracy
 AG0006;SPC FL W     -   386,940.      118,420.      MT  (+/- 180 meters Scaled)
 AG0006
 AG0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL199790(NAD 83)
 AG0006
 AG0006                          SUPERSEDED SURVEY CONTROL
 AG0006
 AG0006  NGVD 29 (??/??/92)    1.448  (m)            4.75   (f) ADJ UNCH    2 2
 AG0006
 AG0006.Superseded values are not recommended for survey control.
 AG0006
 AG0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0006.See file dsdata.pdf to determine how the superseded data were derived.
 AG0006
 AG0006_MARKER: DD = SURVEY DISK
 AG0006_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0006_SP_SET: INLET
 AG0006_STAMPING: 121
 AG0006_MARK LOGO: FLHD
 AG0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0006+STABILITY: SURFACE MOTION
 AG0006
 AG0006  HISTORY     - Date     Condition        Report By
 AG0006  HISTORY     - UNK      MONUMENTED       FLHD
 AG0006  HISTORY     - 1975     GOOD             FLDT
 AG0006  HISTORY     - 20080923 GOOD             PINCPW
 AG0006
 AG0006                          STATION DESCRIPTION
 AG0006
 AG0006'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0006'AT REDINGTON SHORES.
 AG0006'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG0006'AND S.R. 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD.
 AG0006'FOR 4.6 MILES TO THE JUNCTION OF 174TH AVE. E.  STATION ON
 AG0006'LEFT, IN SE CORNER OF INTERSECTION, 42 FT. E. OF CENTERLINE OF GULF
 AG0006'BLVD., 48.5 FT. S. OF THE CENTERLINE OF 174TH AVE. E.  SET IN
 AG0006'TOP OF CONCRETE INLET.  SECTION 32, T30S, R15E.
 AG0006
 AG0006                          STATION RECOVERY (2008)
 AG0006
 AG0006'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1798 ***********************************************************************
 DL1798  DESIGNATION -  121
 DL1798  PID         -  DL1798
 DL1798  STATE/COUNTY-  FL/SARASOTA
 DL1798  COUNTRY     -  US
 DL1798  USGS QUAD   -  SARASOTA (2018)
 DL1798
 DL1798                         *CURRENT SURVEY CONTROL
 DL1798  ______________________________________________________________________
 DL1798* NAD 83(1986) POSITION- 27 18 09.     (N) 082 32 47.     (W)   SCALED
 DL1798* NAVD 88 ORTHO HEIGHT -     6.052 (meters)       19.86  (feet) ADJUSTED
 DL1798  ______________________________________________________________________
 DL1798  GEOID HEIGHT    -        -24.312 (meters)                     GEOID18
 DL1798  DYNAMIC HEIGHT  -          6.043 (meters)       19.83  (feet) COMP
 DL1798  MODELED GRAVITY -    979,129.5   (mgal)                       NAVD 88
 DL1798
 DL1798  VERT ORDER      -  FIRST     CLASS II
 DL1798
 DL1798.The horizontal coordinates were scaled from a map and have
 DL1798.an estimated accuracy of +/- 6 seconds.
 DL1798
 DL1798.The orthometric height was determined by differential leveling and
 DL1798.adjusted by the NATIONAL GEODETIC SURVEY
 DL1798.in July 2009.
 DL1798
 DL1798.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1798.GEOID18 height accuracy estimate available here.
 DL1798
 DL1798.Click photographs - Photos may exist for this station.
 DL1798
 DL1798.The dynamic height is computed by dividing the NAVD 88
 DL1798.geopotential number by the normal gravity value computed on the
 DL1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1798.degrees latitude (g = 980.6199 gals.).
 DL1798
 DL1798.The modeled gravity was interpolated from observed gravity values.
 DL1798
 DL1798;                    North         East    Units  Estimated Accuracy
 DL1798;SPC FL W     -   329,040.      145,920.      MT  (+/- 180 meters Scaled)
 DL1798
 DL1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL469208(NAD 83)
 DL1798
 DL1798                          SUPERSEDED SURVEY CONTROL
 DL1798
 DL1798.No superseded survey control is available for this station.
 DL1798
 DL1798_MARKER: DD = SURVEY DISK
 DL1798_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL1798_SP_SET: BRIDGE GUARDRAIL
 DL1798_STAMPING: 121
 DL1798_MARK LOGO: FLSRD
 DL1798_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1798+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 DL1798
 DL1798  HISTORY     - Date     Condition        Report By
 DL1798  HISTORY     - UNK      MONUMENTED       FLSRD
 DL1798  HISTORY     - 20071010 GOOD             FLDEP
 DL1798
 DL1798                          STATION DESCRIPTION
 DL1798
 DL1798'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL1798'THE MARK IS IN SIESTA KEY SARASOTA, IN SECTION 36, TOWNSHIP 36 SOUTH,
 DL1798'RANGE 17 EAST.
 DL1798'
 DL1798'TO REACH THE MARK FROM THE INTERSECTION OF FRUITVILLE ROAD (STATE
 DL1798'HIGHWAY 780) AND SOUTH WASHINGTON BOULEVARD (U.S. HIGHWAY 301) IN
 DL1798'SARASOTA, GO SOUTH ON SOUTH WASHINGTON BOULEVARD FOR 0.65 MI (1.0 KM)
 DL1798'TO THE JUNCTION OF NORTH U.S. HIGHWAY 41, (MOUND STREET, TAMIAMI
 DL1798'TRAIL), CONTINUE SOUTH ON SOUTH TAMIAMI TRAIL (U.S. HIGHWAY 301, U.S.
 DL1798'HIGHWAY 41) FOR 2.75 MI (0.1 KM) TO THE INTERSECTION OF SIESTA DRIVE,
 DL1798'TURN LEFT ON SIESTA DRIVE AND GO WEST FOR 1.0 MI (0.2 KM) TO THE WEST
 DL1798'END OF THE BRIDGE AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF
 DL1798'THE SOUTHWEST BRIDGE GUARDRAIL AND ABOUT 3.0 FT (0.9 M) ABOVE THE
 DL1798'LEVEL OF SIESTA DRIVE.
 DL1798'
 DL1798'LOCATED 21.0 FT (6.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF SIESTA
 DL1798'DRIVE AND 4.4 FT (1.3 M) EAST OF THE WEST END OF THE BRIDGE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7509 ***********************************************************************
 AJ7509  DESIGNATION -  1210 20
 AJ7509  PID         -  AJ7509
 AJ7509  STATE/COUNTY-  FL/BREVARD
 AJ7509  COUNTRY     -  US
 AJ7509  USGS QUAD   -  FELLSMERE NW (2018)
 AJ7509
 AJ7509                         *CURRENT SURVEY CONTROL
 AJ7509  ______________________________________________________________________
 AJ7509* NAD 83(1986) POSITION- 27 52 47.     (N) 080 44 45.     (W)   SCALED
 AJ7509* NAVD 88 ORTHO HEIGHT -     4.961 (meters)       16.28  (feet) ADJUSTED
 AJ7509  ______________________________________________________________________
 AJ7509  GEOID HEIGHT    -        -27.659 (meters)                     GEOID18
 AJ7509  DYNAMIC HEIGHT  -          4.953 (meters)       16.25  (feet) COMP
 AJ7509  MODELED GRAVITY -    979,160.6   (mgal)                       NAVD 88
 AJ7509
 AJ7509  VERT ORDER      -  SECOND    CLASS I
 AJ7509
 AJ7509.The horizontal coordinates were scaled from a map and have
 AJ7509.an estimated accuracy of +/- 6 seconds.
 AJ7509
 AJ7509.The orthometric height was determined by differential leveling and
 AJ7509.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7509.in March 2002.
 AJ7509
 AJ7509.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7509.GEOID18 height accuracy estimate available here.
 AJ7509
 AJ7509.Click photographs - Photos may exist for this station.
 AJ7509
 AJ7509.The dynamic height is computed by dividing the NAVD 88
 AJ7509.geopotential number by the normal gravity value computed on the
 AJ7509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7509.degrees latitude (g = 980.6199 gals.).
 AJ7509
 AJ7509.The modeled gravity was interpolated from observed gravity values.
 AJ7509
 AJ7509;                    North         East    Units  Estimated Accuracy
 AJ7509;SPC FL E     -   392,910.      225,030.      MT  (+/- 180 meters Scaled)
 AJ7509
 AJ7509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL250839(NAD 83)
 AJ7509
 AJ7509                          SUPERSEDED SURVEY CONTROL
 AJ7509
 AJ7509.No superseded survey control is available for this station.
 AJ7509
 AJ7509_MARKER: DD = SURVEY DISK
 AJ7509_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7509_STAMPING: BM 1210-20
 AJ7509_MARK LOGO: SJRWMD
 AJ7509_PROJECTION: FLUSH
 AJ7509_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7509+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 AJ7509_ROD/PIPE-DEPTH: 22.9 meters
 AJ7509
 AJ7509  HISTORY     - Date     Condition        Report By
 AJ7509  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7509  HISTORY     - 19970808 GOOD             FLDEP
 AJ7509  HISTORY     - 20211025 MARK NOT FOUND   GEOCAC
 AJ7509
 AJ7509                          STATION DESCRIPTION
 AJ7509
 AJ7509'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7509'THE MARK IS ABOUT 14.2 MI (22.9 KM) SOUTHWEST OF MELBOURNE, 11.7 MI
 AJ7509'(18.8 KM) NORTHWEST OF FELLSMERE ESTIMATED SECTION 17, TOWNSHIP 30
 AJ7509'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7509'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7509'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7509'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7509'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT ON
 AJ7509'COUNTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7509'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7509'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7509'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7509'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7509'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE S 96 ON THE LEFT, CONTINUE
 AJ7509'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7509'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7509'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7509'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7509'RIGHT AND CONTINUE WEST ON LEVEE ROAD NUMBER L 74 EAST FOR 0.15 MI
 AJ7509'(0.24 KM) TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT
 AJ7509'AND GO NORTH ON LEVEE ROAD NUMBER L 74 N FOR 2.85 MI (4.59 KM) TO A
 AJ7509'T-JUNCTION, TURN LEFT ON LEVEE ROAD L 74 N AND GO WEST FOR 0.2 MI (0.3
 AJ7509'KM) TO A SHARP CURVE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L 74 N AND
 AJ7509'GO NORTHERLY FOR 0.95 MI (1.53 KM) TO THE MARK ON THE RIGHT, A 1-INCH
 AJ7509'COPPER ROD DRIVEN INTO THE GROUND 75.0 FT (22.9 M) SURROUNDED BY AN
 AJ7509'8-INCH STOVE PIPE 2.0 FT (0.6 M) LONG FILLED WITH CONCRETE AND A
 AJ7509'2-INCH ALUMINUM DISK SET IN THE TOP, FLUSH WITH THE GROUND AND ABOUT
 AJ7509'20.0 FT (6.1 M) BELOW THE LEVEL OF LEVEE ROAD NUMBER L 74 N. LOCATED
 AJ7509'57.0 FT (17.4 M) EAST OF THE APPROXIMATE CENTERLINE OF LEVEE ROAD
 AJ7509'NUMBER L 74 N AND 1.3 FT (0.4 M) WEST OF A METAL WITNESS POST. NOTE
 AJ7509'FOR KEY CONTACT TOMMY WALTERS, ST.JOHN WATER MANAGEMENT DISTRICT,
 AJ7509'PALATKA, FL.  PHONE NUMBER (904) 329-4277.
 AJ7509
 AJ7509                          STATION RECOVERY (2021)
 AJ7509
 AJ7509'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AJ7509'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7508 ***********************************************************************
 AJ7508  DESIGNATION -  1210 20 RM 1
 AJ7508  PID         -  AJ7508
 AJ7508  STATE/COUNTY-  FL/BREVARD
 AJ7508  COUNTRY     -  US
 AJ7508  USGS QUAD   -  FELLSMERE NW (2018)
 AJ7508
 AJ7508                         *CURRENT SURVEY CONTROL
 AJ7508  ______________________________________________________________________
 AJ7508* NAD 83(1986) POSITION- 27 52 42.     (N) 080 44 46.     (W)   SCALED
 AJ7508* NAVD 88 ORTHO HEIGHT -     5.023 (meters)       16.48  (feet) ADJUSTED
 AJ7508  ______________________________________________________________________
 AJ7508  GEOID HEIGHT    -        -27.656 (meters)                     GEOID18
 AJ7508  DYNAMIC HEIGHT  -          5.015 (meters)       16.45  (feet) COMP
 AJ7508  MODELED GRAVITY -    979,160.4   (mgal)                       NAVD 88
 AJ7508
 AJ7508  VERT ORDER      -  SECOND    CLASS I
 AJ7508
 AJ7508.The horizontal coordinates were scaled from a map and have
 AJ7508.an estimated accuracy of +/- 6 seconds.
 AJ7508
 AJ7508.The orthometric height was determined by differential leveling and
 AJ7508.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7508.in March 2002.
 AJ7508
 AJ7508.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7508.GEOID18 height accuracy estimate available here.
 AJ7508
 AJ7508.Click photographs - Photos may exist for this station.
 AJ7508
 AJ7508.The dynamic height is computed by dividing the NAVD 88
 AJ7508.geopotential number by the normal gravity value computed on the
 AJ7508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7508.degrees latitude (g = 980.6199 gals.).
 AJ7508
 AJ7508.The modeled gravity was interpolated from observed gravity values.
 AJ7508
 AJ7508;                    North         East    Units  Estimated Accuracy
 AJ7508;SPC FL E     -   392,750.      225,000.      MT  (+/- 180 meters Scaled)
 AJ7508
 AJ7508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL249837(NAD 83)
 AJ7508
 AJ7508                          SUPERSEDED SURVEY CONTROL
 AJ7508
 AJ7508.No superseded survey control is available for this station.
 AJ7508
 AJ7508_MARKER: DD = SURVEY DISK
 AJ7508_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AJ7508_STAMPING: 1210-20 RM-1 FB94-159 PG.30
 AJ7508_MARK LOGO: SJRWMD
 AJ7508_PROJECTION: FLUSH
 AJ7508_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7508+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 AJ7508_ROD/PIPE-DEPTH: 6.1 meters
 AJ7508
 AJ7508  HISTORY     - Date     Condition        Report By
 AJ7508  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7508  HISTORY     - 19970808 GOOD             FLDEP
 AJ7508  HISTORY     - 20211025 MARK NOT FOUND   GEOCAC
 AJ7508
 AJ7508                          STATION DESCRIPTION
 AJ7508
 AJ7508'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7508'THE MARK IS ABOUT 14.3 MI (23.0 KM) SOUTHWEST OF MELBOURNE, 11.6 MI
 AJ7508'(18.7 KM) NORTHWEST OF FELLSMERE ESTIMATED SECTION 17, TOWNSHIP 30
 AJ7508'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7508'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7508'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7508'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7508'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT ON
 AJ7508'COUNTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7508'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7508'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7508'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7508'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7508'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE 96 ON THE LEFT, CONTINUE
 AJ7508'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7508'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7508'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7508'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7508'RIGHT AND CONTINUE WEST ON LEVEE ROAD NUMBER L 74 EAST FOR 0.15 MI
 AJ7508'(0.24 KM) TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT
 AJ7508'ON LEVEE ROAD NUMBER L 74 N AND GO NORTH FOR 2.85 MI (4.59 KM) TO A
 AJ7508'T-JUNCTION, TURN LEFT ON LEVEE ROAD L 74 N AND GO WEST FOR 0.2 MI (0.3
 AJ7508'KM) TO A SHARP CURVE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L 74 N AND
 AJ7508'GO NORTHERLY FOR 0.85 MI (1.37 KM) TO THE MARK ON THE RIGHT, A 1-INCH
 AJ7508'GALVANIZED PIPE DRIVEN INTO THE GROUND 20.0 FT (6.1 M) SURROUNDED BY
 AJ7508'AN 8-INCH STOVE PIPE 2.0 FT (0.6 M) LONG FILLED WITH CONCRETE AND A
 AJ7508'2-INCH ALUMINUM DISK SET IN THE TOP, FLUSH WITH THE GROUND AND ABOUT
 AJ7508'15.0 FT (4.6 M) BELOW THE LEVEL OF LEVEE ROAD NUMBER L 74 N. LOCATED
 AJ7508'56.0 FT (17.1 M) EAST OF THE APPROXIMATE CENTERLINE OF LEVEE ROAD
 AJ7508'NUMBER L 74 N AND 1.1 FT (0.3 M) WEST OF A METAL WITNESS POST. NOTE
 AJ7508'FOR KEY CONTACT TOMMY WALTERS, ST.JOHN WATER MANAGEMENT DISTRICT,
 AJ7508'PALATKA, FL.  PHONE NUMBER (904) 329-4277.
 AJ7508
 AJ7508                          STATION RECOVERY (2021)
 AJ7508
 AJ7508'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AJ7508'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7511 ***********************************************************************
 AJ7511  DESIGNATION -  1211 20
 AJ7511  PID         -  AJ7511
 AJ7511  STATE/COUNTY-  FL/BREVARD
 AJ7511  COUNTRY     -  US
 AJ7511  USGS QUAD   -  FELLSMERE NW (2018)
 AJ7511
 AJ7511                         *CURRENT SURVEY CONTROL
 AJ7511  ______________________________________________________________________
 AJ7511* NAD 83(1986) POSITION- 27 53 40.     (N) 080 44 43.     (W)   SCALED
 AJ7511* NAVD 88 ORTHO HEIGHT -     4.785 (meters)       15.70  (feet) ADJUSTED
 AJ7511  ______________________________________________________________________
 AJ7511  GEOID HEIGHT    -        -27.691 (meters)                     GEOID18
 AJ7511  DYNAMIC HEIGHT  -          4.778 (meters)       15.68  (feet) COMP
 AJ7511  MODELED GRAVITY -    979,161.6   (mgal)                       NAVD 88
 AJ7511
 AJ7511  VERT ORDER      -  SECOND    CLASS I
 AJ7511
 AJ7511.The horizontal coordinates were scaled from a map and have
 AJ7511.an estimated accuracy of +/- 6 seconds.
 AJ7511
 AJ7511.The orthometric height was determined by differential leveling and
 AJ7511.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7511.in March 2002.
 AJ7511
 AJ7511.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7511.GEOID18 height accuracy estimate available here.
 AJ7511
 AJ7511.Click photographs - Photos may exist for this station.
 AJ7511
 AJ7511.The dynamic height is computed by dividing the NAVD 88
 AJ7511.geopotential number by the normal gravity value computed on the
 AJ7511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7511.degrees latitude (g = 980.6199 gals.).
 AJ7511
 AJ7511.The modeled gravity was interpolated from observed gravity values.
 AJ7511
 AJ7511;                    North         East    Units  Estimated Accuracy
 AJ7511;SPC FL E     -   394,540.      225,080.      MT  (+/- 180 meters Scaled)
 AJ7511
 AJ7511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL250855(NAD 83)
 AJ7511
 AJ7511                          SUPERSEDED SURVEY CONTROL
 AJ7511
 AJ7511.No superseded survey control is available for this station.
 AJ7511
 AJ7511_MARKER: DD = SURVEY DISK
 AJ7511_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7511_STAMPING: BM 1211-20
 AJ7511_MARK LOGO: SJRWMD
 AJ7511_PROJECTION: FLUSH
 AJ7511_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7511+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 AJ7511_ROD/PIPE-DEPTH: 15.2 meters
 AJ7511
 AJ7511  HISTORY     - Date     Condition        Report By
 AJ7511  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7511  HISTORY     - 19970808 GOOD             FLDEP
 AJ7511  HISTORY     - 20211025 MARK NOT FOUND   GEOCAC
 AJ7511
 AJ7511                          STATION DESCRIPTION
 AJ7511
 AJ7511'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7511'THE MARK IS ABOUT 13.6 MI (21.9 KM) SOUTHWEST OF MELBOURNE, 12.3 MI
 AJ7511'(19.8 KM) NORTHWEST OF FELLSMERE ESTIMATED SECTION 8, TOWNSHIP 30
 AJ7511'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7511'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7511'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7511'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7511'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT
 AJ7511'COUNTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7511'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7511'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7511'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7511'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7511'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE 96 ON THE LEFT, CONTINUE
 AJ7511'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7511'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7511'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7511'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7511'RIGHT AND CONTINUE WEST ON LEVEE ROAD NUMBER 74 EAST FOR 0.15 MI (0.24
 AJ7511'KM) TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT ON
 AJ7511'LEVEE ROAD NUMBER L 74 N AND GO NORTH FOR 2.85 MI (4.59 KM) TO A
 AJ7511'T-JUNCTION, TURN LEFT ON LEVEE ROAD NUMBER L 74 N AND GO WEST FOR 0.2
 AJ7511'MI (0.3 KM) TO A SHARP CURVE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L
 AJ7511'74 N AND GO NORTHERLY FOR 1.85 MI (2.98 KM) TO THE MARK ON THE RIGHT,
 AJ7511'A 1-INCH COPPER ROD DRIVEN INTO THE GROUND 50.0 FT (15.2 M) SURROUNDED
 AJ7511'BY AN 8-INCH STOVE PIPE 2.0 FT (0.6 M) LONG FILLED WITH CONCRETE AND A
 AJ7511'2-INCH ALUMINUM DISK SET IN THE TOP, FLUSH WITH THE GROUND AND ABOUT
 AJ7511'15.0 FT (4.6 M) BELOW THE LEVEL OF LEVEE ROAD NUMBER L 74 N. LOCATED
 AJ7511'58.0 FT (17.7 M) EAST OF THE APPROXIMATE CENTERLINE OF LEVEE ROAD
 AJ7511'NUMBER L 74 N AND 1.3 FT (0.4 M) WEST OF A METAL WITNESS POST. NOTE
 AJ7511'FOR KEY CONTACT TOMMY WALTERS, ST.JOHN WATER MANAGEMENT DISTRICT,
 AJ7511'PALATKA, FL.  PHONE NUMBER (904) 329-4277.
 AJ7511
 AJ7511                          STATION RECOVERY (2021)
 AJ7511
 AJ7511'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AJ7511'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7510 ***********************************************************************
 AJ7510  DESIGNATION -  1211 20 RM 1
 AJ7510  PID         -  AJ7510
 AJ7510  STATE/COUNTY-  FL/BREVARD
 AJ7510  COUNTRY     -  US
 AJ7510  USGS QUAD   -  FELLSMERE NW (2018)
 AJ7510
 AJ7510                         *CURRENT SURVEY CONTROL
 AJ7510  ______________________________________________________________________
 AJ7510* NAD 83(1986) POSITION- 27 53 35.     (N) 080 44 44.     (W)   SCALED
 AJ7510* NAVD 88 ORTHO HEIGHT -     4.566 (meters)       14.98  (feet) ADJUSTED
 AJ7510  ______________________________________________________________________
 AJ7510  GEOID HEIGHT    -        -27.687 (meters)                     GEOID18
 AJ7510  DYNAMIC HEIGHT  -          4.559 (meters)       14.96  (feet) COMP
 AJ7510  MODELED GRAVITY -    979,161.5   (mgal)                       NAVD 88
 AJ7510
 AJ7510  VERT ORDER      -  SECOND    CLASS I
 AJ7510
 AJ7510.The horizontal coordinates were scaled from a map and have
 AJ7510.an estimated accuracy of +/- 6 seconds.
 AJ7510
 AJ7510.The orthometric height was determined by differential leveling and
 AJ7510.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7510.in March 2002.
 AJ7510
 AJ7510.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7510.GEOID18 height accuracy estimate available here.
 AJ7510
 AJ7510.Click photographs - Photos may exist for this station.
 AJ7510
 AJ7510.The dynamic height is computed by dividing the NAVD 88
 AJ7510.geopotential number by the normal gravity value computed on the
 AJ7510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7510.degrees latitude (g = 980.6199 gals.).
 AJ7510
 AJ7510.The modeled gravity was interpolated from observed gravity values.
 AJ7510
 AJ7510;                    North         East    Units  Estimated Accuracy
 AJ7510;SPC FL E     -   394,380.      225,050.      MT  (+/- 180 meters Scaled)
 AJ7510
 AJ7510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL250853(NAD 83)
 AJ7510
 AJ7510                          SUPERSEDED SURVEY CONTROL
 AJ7510
 AJ7510.No superseded survey control is available for this station.
 AJ7510
 AJ7510_MARKER: DD = SURVEY DISK
 AJ7510_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AJ7510_STAMPING: 1211-20 RM-1
 AJ7510_MARK LOGO: SJRWMD
 AJ7510_PROJECTION: FLUSH
 AJ7510_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7510+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 AJ7510_ROD/PIPE-DEPTH: 4.6 meters
 AJ7510
 AJ7510  HISTORY     - Date     Condition        Report By
 AJ7510  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7510  HISTORY     - 19970808 GOOD             FLDEP
 AJ7510  HISTORY     - 20211025 MARK NOT FOUND   GEOCAC
 AJ7510
 AJ7510                          STATION DESCRIPTION
 AJ7510
 AJ7510'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7510'THE MARK IS ABOUT 13.7 MI (22.0 KM) SOUTHWEST OF MELBOURNE, 12.2 MI
 AJ7510'(19.6 KM) NORTHWEST OF FELLSMERE ESTIMATED SECTION 8, TOWNSHIP 30
 AJ7510'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7510'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7510'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7510'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7510'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT ON
 AJ7510'COUNTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7510'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7510'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7510'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7510'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7510'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE 96 ON THE LEFT, CONTINUE
 AJ7510'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7510'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7510'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7510'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7510'RIGHT AND CONTINUE WEST ON LEVEE ROAD L 74 EAST FOR 0.15 MI (0.24 KM)
 AJ7510'TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT ON LEVEE
 AJ7510'ROAD NUMBER L 74 N AND GO NORTH FOR 2.85 MI (4.59 KM) TO A T-JUNCTION,
 AJ7510'TURN LEFT ON LEVEE ROAD NUMBER L 74 N AND GO WEST FOR 0.2 MI (0.3 KM)
 AJ7510'TO A SHARP CURVE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L 74 N AND GO
 AJ7510'NORTHERLY FOR 1.75 MI (2.82 KM) TO THE MARK ON THE RIGHT, A 1-INCH
 AJ7510'GALVANIZED PIPE DRIVEN INTO THE GROUND 15.0 FT (4.6 M) SURROUNDED BY
 AJ7510'AN 8-INCH STOVE PIPE 2.0 FT (0.6 M) LONG FILLED WITH CONCRETE AND A
 AJ7510'2-INCH ALUMINUM DISK SET IN THE TOP, FLUSH WITH THE GROUND AND ABOUT
 AJ7510'20.0 FT (6.1 M) BELOW THE LEVEL OF LEVEE ROAD NUMBER L 74 N. LOCATED
 AJ7510'62.0 FT (18.9 M) EAST OF THE APPROXIMATE CENTERLINE OF LEVEE ROAD
 AJ7510'NUMBER L 74 N AND 1.1 FT (0.3 M) WEST OF A METAL WITNESS POST. NOTE
 AJ7510'FOR KEY CONTACT TOMMY WALTERS, ST.JOHN WATER MANAGEMENT DISTRICT,
 AJ7510'PALATKA, FL.  PHONE NUMBER (904) 329-4277.
 AJ7510
 AJ7510                          STATION RECOVERY (2021)
 AJ7510
 AJ7510'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AJ7510'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7513 ***********************************************************************
 AJ7513  DESIGNATION -  1212 20
 AJ7513  PID         -  AJ7513
 AJ7513  STATE/COUNTY-  FL/BREVARD
 AJ7513  COUNTRY     -  US
 AJ7513  USGS QUAD   -  FELLSMERE NW (2018)
 AJ7513
 AJ7513                         *CURRENT SURVEY CONTROL
 AJ7513  ______________________________________________________________________
 AJ7513* NAD 83(1986) POSITION- 27 54 28.     (N) 080 44 43.     (W)   SCALED
 AJ7513* NAVD 88 ORTHO HEIGHT -     5.370 (meters)       17.62  (feet) ADJUSTED
 AJ7513  ______________________________________________________________________
 AJ7513  GEOID HEIGHT    -        -27.718 (meters)                     GEOID18
 AJ7513  DYNAMIC HEIGHT  -          5.362 (meters)       17.59  (feet) COMP
 AJ7513  MODELED GRAVITY -    979,162.5   (mgal)                       NAVD 88
 AJ7513
 AJ7513  VERT ORDER      -  SECOND    CLASS I
 AJ7513
 AJ7513.The horizontal coordinates were scaled from a map and have
 AJ7513.an estimated accuracy of +/- 6 seconds.
 AJ7513
 AJ7513.The orthometric height was determined by differential leveling and
 AJ7513.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7513.in March 2002.
 AJ7513
 AJ7513.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7513.GEOID18 height accuracy estimate available here.
 AJ7513
 AJ7513.Click photographs - Photos may exist for this station.
 AJ7513
 AJ7513.The dynamic height is computed by dividing the NAVD 88
 AJ7513.geopotential number by the normal gravity value computed on the
 AJ7513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7513.degrees latitude (g = 980.6199 gals.).
 AJ7513
 AJ7513.The modeled gravity was interpolated from observed gravity values.
 AJ7513
 AJ7513;                    North         East    Units  Estimated Accuracy
 AJ7513;SPC FL E     -   396,020.      225,080.      MT  (+/- 180 meters Scaled)
 AJ7513
 AJ7513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL250870(NAD 83)
 AJ7513
 AJ7513                          SUPERSEDED SURVEY CONTROL
 AJ7513
 AJ7513.No superseded survey control is available for this station.
 AJ7513
 AJ7513_MARKER: DD = SURVEY DISK
 AJ7513_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7513_STAMPING: BM 1212-20
 AJ7513_MARK LOGO: SJRWMD
 AJ7513_PROJECTION: FLUSH
 AJ7513_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7513+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 AJ7513_ROD/PIPE-DEPTH: 18.3 meters
 AJ7513
 AJ7513  HISTORY     - Date     Condition        Report By
 AJ7513  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7513  HISTORY     - 19970808 GOOD             FLDEP
 AJ7513  HISTORY     - 20211025 MARK NOT FOUND   GEOCAC
 AJ7513
 AJ7513                          STATION DESCRIPTION
 AJ7513
 AJ7513'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7513'THE MARK IS ABOUT 13.0 MI (20.9 KM) NORTHWEST OF FELLSMERE, 12.6 MI
 AJ7513'(20.3 KM) SOUTHWEST OF MELBOURNE ESTIMATED SECTION 5, TOWNSHIP 30
 AJ7513'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7513'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7513'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7513'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7513'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT ON
 AJ7513'CONTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7513'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7513'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7513'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7513'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7513'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE 96 ON THE LEFT, CONTINUE
 AJ7513'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7513'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7513'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7513'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7513'RIGHT AND CONTINUE WEST ON LEVEE ROAD NUMBER L 74 EAST FOR 0.15 MI
 AJ7513'(0.24 KM) TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT
 AJ7513'ON LEVEE ROAD NUMBER L 74 N AND GO NORTH FOR 2.85 MI (4.59 KM) TO A
 AJ7513'T-JUNCTION, TURN LEFT ON LEVEE ROAD NUMBER L 74 N AND GO WEST FOR 0.2
 AJ7513'MI (0.3 KM) TO A SHARP CURVE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L
 AJ7513'74 N AND GO NORTHERLY FOR 2.8 MI (4.5 KM) TO THE MARK ON THE RIGHT, A
 AJ7513'1-INCH COPPER ROD DRIVEN INTO THE GROUND 60.0 FT (18.3 M) SURROUNDED
 AJ7513'BY AN 8-INCH STOVE PIPE 2.0 FT (0.6 M) LONG FILLED WITH CONCRETE AND A
 AJ7513'2-INCH ALUMINUM DISK SET IN THE TOP, FLUSH WITH THE GROUND AND ABOUT
 AJ7513'15.0 FT (4.6 M) BELOW THE LEVEL OF LEVEE ROAD NUMBER L 74 N. LOCATED
 AJ7513'47.0 FT (14.3 M) EAST OF THE APPROXIMATE CENTERLINE OF LEVEE ROAD
 AJ7513'NUMBER L 74 N AND 1.3 FT (0.4 M) WEST OF A METAL WITNESS POST. NOTE
 AJ7513'FOR KEY CONTACT TOMMY WALTERS, ST.JOHN WATER MANAGEMENT DISTRICT,
 AJ7513'PALATKA, FL.  PHONE NUMBER (904) 329-4277.
 AJ7513
 AJ7513                          STATION RECOVERY (2021)
 AJ7513
 AJ7513'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AJ7513'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7512 ***********************************************************************
 AJ7512  DESIGNATION -  1212 20 RM 1
 AJ7512  PID         -  AJ7512
 AJ7512  STATE/COUNTY-  FL/BREVARD
 AJ7512  COUNTRY     -  US
 AJ7512  USGS QUAD   -  FELLSMERE NW (2018)
 AJ7512
 AJ7512                         *CURRENT SURVEY CONTROL
 AJ7512  ______________________________________________________________________
 AJ7512* NAD 83(1986) POSITION- 27 54 24.     (N) 080 44 41.     (W)   SCALED
 AJ7512* NAVD 88 ORTHO HEIGHT -     5.139 (meters)       16.86  (feet) ADJUSTED
 AJ7512  ______________________________________________________________________
 AJ7512  GEOID HEIGHT    -        -27.717 (meters)                     GEOID18
 AJ7512  DYNAMIC HEIGHT  -          5.132 (meters)       16.84  (feet) COMP
 AJ7512  MODELED GRAVITY -    979,162.4   (mgal)                       NAVD 88
 AJ7512
 AJ7512  VERT ORDER      -  SECOND    CLASS I
 AJ7512
 AJ7512.The horizontal coordinates were scaled from a map and have
 AJ7512.an estimated accuracy of +/- 6 seconds.
 AJ7512
 AJ7512.The orthometric height was determined by differential leveling and
 AJ7512.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7512.in March 2002.
 AJ7512
 AJ7512.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7512.GEOID18 height accuracy estimate available here.
 AJ7512
 AJ7512.Click photographs - Photos may exist for this station.
 AJ7512
 AJ7512.The dynamic height is computed by dividing the NAVD 88
 AJ7512.geopotential number by the normal gravity value computed on the
 AJ7512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7512.degrees latitude (g = 980.6199 gals.).
 AJ7512
 AJ7512.The modeled gravity was interpolated from observed gravity values.
 AJ7512
 AJ7512;                    North         East    Units  Estimated Accuracy
 AJ7512;SPC FL E     -   395,890.      225,130.      MT  (+/- 180 meters Scaled)
 AJ7512
 AJ7512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL251868(NAD 83)
 AJ7512
 AJ7512                          SUPERSEDED SURVEY CONTROL
 AJ7512
 AJ7512.No superseded survey control is available for this station.
 AJ7512
 AJ7512_MARKER: DD = SURVEY DISK
 AJ7512_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AJ7512_STAMPING: 1212-20 RM-1
 AJ7512_MARK LOGO: SJRWMD
 AJ7512_PROJECTION: FLUSH
 AJ7512_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7512+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 AJ7512_ROD/PIPE-DEPTH: 4.6 meters
 AJ7512
 AJ7512  HISTORY     - Date     Condition        Report By
 AJ7512  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7512  HISTORY     - 19970808 GOOD             FLDEP
 AJ7512  HISTORY     - 20211025 MARK NOT FOUND   GEOCAC
 AJ7512
 AJ7512                          STATION DESCRIPTION
 AJ7512
 AJ7512'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7512'THE MARK IS ABOUT 12.9 MI (20.8 KM) NORTHWEST OF FELLSMERE, 12.7 MI
 AJ7512'(20.4 KM) SOUTHWEST OF MELBOURNE ESTIMATED SECTION 5, TOWNSHIP 30
 AJ7512'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7512'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7512'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7512'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7512'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT
 AJ7512'COUNTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7512'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7512'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7512'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7512'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7512'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE 96 ON THE LEFT, CONTINUE
 AJ7512'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7512'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7512'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7512'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7512'RIGHT AND CONTINUE WEST ON LEVEE ROAD NUMBER L 74 EAST FOR 0.15 MI
 AJ7512'(0.24 KM) TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT
 AJ7512'ON LEVEE ROAD NUMBER L 74 N AND GO NORTHERLY FOR 2.85 MI (4.59 KM) TO
 AJ7512'A T-JUNCTION, TURN LEFT ON LEVEE ROAD NUMBER L 74 N AND GO WEST FOR
 AJ7512'0.2 MI (0.3 KM) TO A SHARP CURVE RIGHT, TURN RIGHT ON LEVEE ROAD
 AJ7512'NUMBER L 74 N AND GO NORTHERLY FOR 2.75 MI (4.43 KM) TO THE MARK ON
 AJ7512'THE RIGHT, A 1-INCH GALVANIZED PIPE DRIVEN INTO THE GROUND 15.0 FT
 AJ7512'(4.6 M) SURROUNDED BY AN 8-INCH STOVE PIPE 2.0 FT (0.6 M) LONG FILLED
 AJ7512'WITH CONCRETE AND A 2-INCH ALUMINUM DISK SET IN THE TOP, FLUSH WITH
 AJ7512'THE GROUND AND ABOUT 15.0 FT (4.6 M) BELOW THE LEVEL OF LEVEE ROAD
 AJ7512'NUMBER L 74 N. LOCATED 50.0 FT (15.2 M) EAST OF THE APPROXIMATE
 AJ7512'CENTERLINE OF LEVEE ROAD NUMBER L 74 N AND 1.4 FT (0.4 M) WEST OF A
 AJ7512'METAL WITNESS POST. NOTE FOR KEY CONTACT TOMMY WALTERS, ST.JOHN WATER
 AJ7512'MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277.
 AJ7512
 AJ7512                          STATION RECOVERY (2021)
 AJ7512
 AJ7512'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AJ7512'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7515 ***********************************************************************
 AJ7515  DESIGNATION -  1219 20
 AJ7515  PID         -  AJ7515
 AJ7515  STATE/COUNTY-  FL/BREVARD
 AJ7515  COUNTRY     -  US
 AJ7515  USGS QUAD   -  FELLSMERE NW (2018)
 AJ7515
 AJ7515                         *CURRENT SURVEY CONTROL
 AJ7515  ______________________________________________________________________
 AJ7515* NAD 83(1986) POSITION- 27 54 42.     (N) 080 44 14.     (W)   SCALED
 AJ7515* NAVD 88 ORTHO HEIGHT -     5.077 (meters)       16.66  (feet) ADJUSTED
 AJ7515  ______________________________________________________________________
 AJ7515  GEOID HEIGHT    -        -27.736 (meters)                     GEOID18
 AJ7515  DYNAMIC HEIGHT  -          5.070 (meters)       16.63  (feet) COMP
 AJ7515  MODELED GRAVITY -    979,163.1   (mgal)                       NAVD 88
 AJ7515
 AJ7515  VERT ORDER      -  SECOND    CLASS I
 AJ7515
 AJ7515.The horizontal coordinates were scaled from a map and have
 AJ7515.an estimated accuracy of +/- 6 seconds.
 AJ7515
 AJ7515.The orthometric height was determined by differential leveling and
 AJ7515.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7515.in March 2002.
 AJ7515
 AJ7515.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7515.GEOID18 height accuracy estimate available here.
 AJ7515
 AJ7515.Click photographs - Photos may exist for this station.
 AJ7515
 AJ7515.The dynamic height is computed by dividing the NAVD 88
 AJ7515.geopotential number by the normal gravity value computed on the
 AJ7515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7515.degrees latitude (g = 980.6199 gals.).
 AJ7515
 AJ7515.The modeled gravity was interpolated from observed gravity values.
 AJ7515
 AJ7515;                    North         East    Units  Estimated Accuracy
 AJ7515;SPC FL E     -   396,450.      225,870.      MT  (+/- 180 meters Scaled)
 AJ7515
 AJ7515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL258874(NAD 83)
 AJ7515
 AJ7515                          SUPERSEDED SURVEY CONTROL
 AJ7515
 AJ7515.No superseded survey control is available for this station.
 AJ7515
 AJ7515_MARKER: DD = SURVEY DISK
 AJ7515_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AJ7515_STAMPING: BM 1219 20
 AJ7515_MARK LOGO: SJRWMD
 AJ7515_PROJECTION: FLUSH
 AJ7515_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7515+SATELLITE: SATELLITE OBSERVATIONS - August 07, 1997
 AJ7515_ROD/PIPE-DEPTH: 13.7 meters
 AJ7515
 AJ7515  HISTORY     - Date     Condition        Report By
 AJ7515  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7515  HISTORY     - 19970807 GOOD             FLDEP
 AJ7515  HISTORY     - 20211025 MARK NOT FOUND   GEOCAC
 AJ7515
 AJ7515                          STATION DESCRIPTION
 AJ7515
 AJ7515'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7515'THE MARK IS ABOUT 13.0 MI (20.9 KM) NORTHWEST OF FELLSMERE, 12.2 MI
 AJ7515'(19.6 KM) SOUTHWEST OF MELBOURNE ESTIMATED SECTION 33, TOWNSHIP 29
 AJ7515'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7515'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7515'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7515'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7515'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT ON
 AJ7515'CONTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7515'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7515'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7515'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7515'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7515'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE 96 ON THE LEFT, CONTINUE
 AJ7515'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7515'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7515'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7515'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7515'RIGHT AND CONTINUE WEST ON LEVEE ROAD NUMBER L 74 EAST FOR 0.15 MI
 AJ7515'(0.24 KM) TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT
 AJ7515'ON LEVEE ROAD NUMBER L 74 N AND GO NORTH FOR 2.85 MI (4.59 KM) TO A
 AJ7515'T-JUNCTION, TURN LEFT ON LEVEE ROAD NUMBER L 74 N AND GO WEST FOR 0.2
 AJ7515'MI (0.3 KM) TO A SHARP CURVE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L
 AJ7515'74 N AND GO NORTHERLY FOR 3.05 MI (4.91 KM) CROSSING SPILLWAY NUMBER S
 AJ7515'256, TO A SHARP TURN RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L 74 N AND
 AJ7515'GO EASTERLY FOR 0.75 MI (1.21 KM) TO THE JUNCTION OF A FIELD ROAD ON
 AJ7515'THE LEFT, TURN LEFT ON THE FIELD ROAD AND GO NORTHERLY FOR 0.1 MI (0.2
 AJ7515'KM) TO THE MARK ON THE RIGHT, A 1-INCH COPPER ROD DRIVEN INTO THE
 AJ7515'GROUND 45.0 FT (13.7 M) SURROUNDED BY AN 8-INCH STOVE PIPE 2.0 FT (0.6
 AJ7515'M) LONG FILLED WITH CONCRETE AND A 2-INCH ALUMINUM DISK SET IN THE
 AJ7515'TOP, FLUSH WITH THE GROUND AND LEVEL WITH THE FIELD ROAD. LOCATED 20.0
 AJ7515'FT (6.1 M) EAST OF THE APPROXIMATE CENTERLINE OF THE FIELD ROAD AND
 AJ7515'1.7 FT (0.5 M) WEST OF A METAL WITNESS POST. NOTE FOR KEY CONTACT
 AJ7515'TOMMY WALTERS, ST.JOHN WATER MANAGEMENT DISTRICT, PALATKA, FL.  PHONE
 AJ7515'NUMBER (904) 329-4277.
 AJ7515
 AJ7515                          STATION RECOVERY (2021)
 AJ7515
 AJ7515'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AJ7515'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7514 ***********************************************************************
 AJ7514  DESIGNATION -  1219 20 RM 1
 AJ7514  PID         -  AJ7514
 AJ7514  STATE/COUNTY-  FL/BREVARD
 AJ7514  COUNTRY     -  US
 AJ7514  USGS QUAD   -  FELLSMERE NW (2018)
 AJ7514
 AJ7514                         *CURRENT SURVEY CONTROL
 AJ7514  ______________________________________________________________________
 AJ7514* NAD 83(1986) POSITION- 27 54 40.     (N) 080 44 15.     (W)   SCALED
 AJ7514* NAVD 88 ORTHO HEIGHT -     5.407 (meters)       17.74  (feet) ADJUSTED
 AJ7514  ______________________________________________________________________
 AJ7514  GEOID HEIGHT    -        -27.735 (meters)                     GEOID18
 AJ7514  DYNAMIC HEIGHT  -          5.399 (meters)       17.71  (feet) COMP
 AJ7514  MODELED GRAVITY -    979,163.1   (mgal)                       NAVD 88
 AJ7514
 AJ7514  VERT ORDER      -  SECOND    CLASS I
 AJ7514
 AJ7514.The horizontal coordinates were scaled from a map and have
 AJ7514.an estimated accuracy of +/- 6 seconds.
 AJ7514
 AJ7514.The orthometric height was determined by differential leveling and
 AJ7514.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7514.in March 2002.
 AJ7514
 AJ7514.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7514.GEOID18 height accuracy estimate available here.
 AJ7514
 AJ7514.Click photographs - Photos may exist for this station.
 AJ7514
 AJ7514.The dynamic height is computed by dividing the NAVD 88
 AJ7514.geopotential number by the normal gravity value computed on the
 AJ7514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7514.degrees latitude (g = 980.6199 gals.).
 AJ7514
 AJ7514.The modeled gravity was interpolated from observed gravity values.
 AJ7514
 AJ7514;                    North         East    Units  Estimated Accuracy
 AJ7514;SPC FL E     -   396,390.      225,840.      MT  (+/- 180 meters Scaled)
 AJ7514
 AJ7514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL258873(NAD 83)
 AJ7514
 AJ7514                          SUPERSEDED SURVEY CONTROL
 AJ7514
 AJ7514.No superseded survey control is available for this station.
 AJ7514
 AJ7514_MARKER: DD = SURVEY DISK
 AJ7514_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AJ7514_STAMPING: RM-1 1219-20
 AJ7514_MARK LOGO: SJRWMD
 AJ7514_PROJECTION: FLUSH
 AJ7514_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7514+SATELLITE: SATELLITE OBSERVATIONS - August 08, 1997
 AJ7514_ROD/PIPE-DEPTH: 5.5 meters
 AJ7514
 AJ7514  HISTORY     - Date     Condition        Report By
 AJ7514  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7514  HISTORY     - 19970808 GOOD             FLDEP
 AJ7514  HISTORY     - 20211025 MARK NOT FOUND   GEOCAC
 AJ7514
 AJ7514                          STATION DESCRIPTION
 AJ7514
 AJ7514'DESCRIBED BY FL DEPT OF ENV PRO 1997 (KBM)
 AJ7514'THE MARK IS ABOUT 12.9 MI (20.8 KM) NORTHWEST OF FELLSMERE, 12.3 MI
 AJ7514'(19.8 KM) SOUTHWEST OF MELBOURNE ESTIMATED SECTION 33, TOWNSHIP 29
 AJ7514'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE POST OFFICE IN
 AJ7514'FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM) TO THE
 AJ7514'JUNCTION OF COUNTY ROAD 507 (BROADWAY STREET) ON THE RIGHT, TURN RIGHT
 AJ7514'ON COUNTY ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM)
 AJ7514'TO THE T-JUNCTION OF COUNTY ROAD 507 (CAROLINA AVENUE), TURN LEFT ON
 AJ7514'CONTY ROAD 507 (CAROLINA AVENUE) AND GO WEST FOR 0.4 MI (0.6 KM) TO A
 AJ7514'SHARP CURVE RIGHT, COUNTY ROAD 507 (138TH AVENUE), TURN RIGHT ON
 AJ7514'COUNTY ROAD 507 (138TH AVENUE) AND GO NORTH FOR 3.45 MI (5.55 KM) TO
 AJ7514'THE JUNCTION OF LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) ON THE LEFT,
 AJ7514'TURN LEFT ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD) AND GO WEST FOR
 AJ7514'6.2 MI (10.0 KM) TO FLOOD CONTROL STRUCTURE 96 ON THE LEFT, CONTINUE
 AJ7514'WESTERLY THEN NORTHERLY ON LEVEE ROAD NUMBER C 54 (NORTH LEVEE ROAD)
 AJ7514'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LEVEE ROAD NUMBER L 74 EAST ON
 AJ7514'THE LEFT, TURN LEFT ON LEVEE ROAD NUMBER L 74 EAST AND GO WEST FOR
 AJ7514'2.05 MI (3.30 KM) TO THE EAST GATE TO STRUCTURE 96 B ON THE LEFT, BEAR
 AJ7514'RIGHT AND CONTINUE WEST ON LEVEE ROAD NUMBER L 74 EAST FOR 0.15 MI
 AJ7514'(0.24 KM) TO THE INTERSECTION OF LEVEE ROAD NUMBER L 74 N, TURN RIGHT
 AJ7514'ON LEVEE ROAD NUMBER L 74 N AND GO NORTH FOR 2.85 MI (4.59 KM) TO A
 AJ7514'T-JUNCTION, TURN LEFT ON LEVEE ROAD NUMBER L 74 N AND GO WEST FOR 0.2
 AJ7514'MI (0.3 KM) TO A SHARP CURVE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L
 AJ7514'74 N AND GO NORTHERLY FOR 3.05 MI (4.91 KM) CROSSING SPILLWAY NUMBER S
 AJ7514'256, TO A SHARP TURN RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER L 74 N AND
 AJ7514'GO EASTERLY FOR 0.75 MI (1.21 KM) TO THE JUNCTION OF A FIELD ROAD ON
 AJ7514'THE LEFT AND THE MARK ON THE LEFT, A 1-INCH GALVANIZED STEEL PIPE
 AJ7514'DRIVEN INTO THE GROUND 18.0 FT (5.5 M) AND SURROUNDED BY AN 8-INCH
 AJ7514'STOVE PIPE 2.0 FT (0.6 M) LONG FILLED WITH CONCRETE AND A 2-INCH
 AJ7514'ALUMINUM DISK SET IN THE TOP, FLUSH WITH THE GROUND AND LEVEL WITH THE
 AJ7514'FIELD ROAD. LOCATED 164.3 FT (50.1 M) NORTH OF THE APPROXIMATE
 AJ7514'CENTERLINE OF LEVEE ROAD NUMBER L 74 N, 25.3 FT (7.7 M) WEST OF THE
 AJ7514'APPROXIMATE CENTERLINE OF THE FIELD ROAD AND 1.5 FT (0.5 M) WEST OF A
 AJ7514'METAL WITNESS POST. NOTE FOR KEY CONTACT TOMMY WALTERS, ST.JOHN WATER
 AJ7514'MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277.
 AJ7514
 AJ7514                          STATION RECOVERY (2021)
 AJ7514
 AJ7514'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AJ7514'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0007 ***********************************************************************
 AG0007  DESIGNATION -  122
 AG0007  PID         -  AG0007
 AG0007  STATE/COUNTY-  FL/PINELLAS
 AG0007  COUNTRY     -  US
 AG0007  USGS QUAD   -  SEMINOLE (2018)
 AG0007
 AG0007                         *CURRENT SURVEY CONTROL
 AG0007  ______________________________________________________________________
 AG0007* NAD 83(1986) POSITION- 27 49 04.6    (N) 082 49 22.1    (W)   HD_HELD2
 AG0007* NAVD 88 ORTHO HEIGHT -     1.205 (meters)        3.95  (feet) ADJUSTED
 AG0007  ______________________________________________________________________
 AG0007  GEOID HEIGHT    -        -24.335 (meters)                     GEOID18
 AG0007  DYNAMIC HEIGHT  -          1.204 (meters)        3.95  (feet) COMP
 AG0007  MODELED GRAVITY -    979,181.8   (mgal)                       NAVD 88
 AG0007
 AG0007  VERT ORDER      -  SECOND    CLASS II
 AG0007
 AG0007.The horizontal coordinates were established by autonomous hand held GPS
 AG0007.observations and have an estimated accuracy of +/- 10 meters.
 AG0007
 AG0007.The orthometric height was determined by differential leveling and
 AG0007.adjusted by the NATIONAL GEODETIC SURVEY
 AG0007.in June 1991.
 AG0007
 AG0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0007.GEOID18 height accuracy estimate available here.
 AG0007
 AG0007.Click photographs - Photos may exist for this station.
 AG0007
 AG0007.The dynamic height is computed by dividing the NAVD 88
 AG0007.geopotential number by the normal gravity value computed on the
 AG0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0007.degrees latitude (g = 980.6199 gals.).
 AG0007
 AG0007.The modeled gravity was interpolated from observed gravity values.
 AG0007
 AG0007;                    North         East    Units  Estimated Accuracy
 AG0007;SPC FL W     -   386,307.      118,935.      MT  (+/- 10 meters HH2 GPS)
 AG0007
 AG0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2045978368(NAD 83)
 AG0007
 AG0007                          SUPERSEDED SURVEY CONTROL
 AG0007
 AG0007  NGVD 29 (??/??/92)    1.473  (m)            4.83   (f) ADJ UNCH    2 2
 AG0007
 AG0007.Superseded values are not recommended for survey control.
 AG0007
 AG0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0007.See file dsdata.pdf to determine how the superseded data were derived.
 AG0007
 AG0007_MARKER: DD = SURVEY DISK
 AG0007_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0007_SP_SET: INLET
 AG0007_STAMPING: 122
 AG0007_MARK LOGO: FLHD
 AG0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0007+STABILITY: SURFACE MOTION
 AG0007
 AG0007  HISTORY     - Date     Condition        Report By
 AG0007  HISTORY     - UNK      MONUMENTED       FLHD
 AG0007  HISTORY     - 1975     GOOD             FLDT
 AG0007  HISTORY     - 1990     POOR             USPSQD
 AG0007  HISTORY     - 20080923 GOOD             PINCPW
 AG0007
 AG0007                          STATION DESCRIPTION
 AG0007
 AG0007'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0007'AT N REDINGTON BCH.
 AG0007'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG0007'AND S.R. 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD. FOR
 AG0007'5.0 MILES TO THE INTERSECTION OF 169TH AVE.  STATION ON LEFT,
 AG0007'IN NE CORNER OF INTERSECTION, 42 FT. E. FROM THE CENTERLINE
 AG0007'OF GULF BLVD., 36 FT. N. OF 169TH AVE.  SET IN TOP OF CONCRETE
 AG0007'INLET.  SECTION 5, T31S, R15E.
 AG0007
 AG0007                          STATION RECOVERY (1990)
 AG0007
 AG0007'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG0007'MARK RECOVERED IN POOR CONDITION.
 AG0007
 AG0007                          STATION RECOVERY (2008)
 AG0007
 AG0007'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0008 ***********************************************************************
 AG0008  DESIGNATION -  123
 AG0008  PID         -  AG0008
 AG0008  STATE/COUNTY-  FL/PINELLAS
 AG0008  COUNTRY     -  US
 AG0008  USGS QUAD   -  SEMINOLE (2018)
 AG0008
 AG0008                         *CURRENT SURVEY CONTROL
 AG0008  ______________________________________________________________________
 AG0008* NAD 83(1986) POSITION- 27 48 57.     (N) 082 49 17.     (W)   SCALED
 AG0008* NAVD 88 ORTHO HEIGHT -     1.129 (meters)        3.70  (feet) ADJUSTED
 AG0008  ______________________________________________________________________
 AG0008  GEOID HEIGHT    -        -24.334 (meters)                     GEOID18
 AG0008  DYNAMIC HEIGHT  -          1.127 (meters)        3.70  (feet) COMP
 AG0008  MODELED GRAVITY -    979,181.4   (mgal)                       NAVD 88
 AG0008
 AG0008  VERT ORDER      -  SECOND    CLASS II
 AG0008
 AG0008.The horizontal coordinates were scaled from a map and have
 AG0008.an estimated accuracy of +/- 6 seconds.
 AG0008
 AG0008.The orthometric height was determined by differential leveling and
 AG0008.adjusted by the NATIONAL GEODETIC SURVEY
 AG0008.in June 1991.
 AG0008
 AG0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0008.GEOID18 height accuracy estimate available here.
 AG0008
 AG0008.Click photographs - Photos may exist for this station.
 AG0008
 AG0008.The dynamic height is computed by dividing the NAVD 88
 AG0008.geopotential number by the normal gravity value computed on the
 AG0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0008.degrees latitude (g = 980.6199 gals.).
 AG0008
 AG0008.The modeled gravity was interpolated from observed gravity values.
 AG0008
 AG0008;                    North         East    Units  Estimated Accuracy
 AG0008;SPC FL W     -   386,070.      119,070.      MT  (+/- 180 meters Scaled)
 AG0008
 AG0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL205781(NAD 83)
 AG0008
 AG0008                          SUPERSEDED SURVEY CONTROL
 AG0008
 AG0008  NGVD 29 (??/??/92)    1.397  (m)            4.58   (f) ADJ UNCH    2 2
 AG0008
 AG0008.Superseded values are not recommended for survey control.
 AG0008
 AG0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0008.See file dsdata.pdf to determine how the superseded data were derived.
 AG0008
 AG0008_MARKER: DD = SURVEY DISK
 AG0008_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0008_SP_SET: INLET
 AG0008_STAMPING: 123
 AG0008_MARK LOGO: FLHD
 AG0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0008+STABILITY: SURFACE MOTION
 AG0008
 AG0008  HISTORY     - Date     Condition        Report By
 AG0008  HISTORY     - UNK      MONUMENTED       FLHD
 AG0008  HISTORY     - 1975     GOOD             FLDT
 AG0008  HISTORY     - 1990     GOOD             USPSQD
 AG0008
 AG0008                          STATION DESCRIPTION
 AG0008
 AG0008'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0008'AT N REDINGTON BEACH.
 AG0008'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG0008'AND S.R. 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD. FOR
 AG0008'5.35 MILES, TO THE INTERSECTION OF COLONY CIRCLE.  STATION ON
 AG0008'RIGHT, 43 FT. W. FROM THE CENTERLINE OF GULF BLVD., 24 FT. N.
 AG0008'FROM THE CENTERLINE OF COLONY CIRCLE.  SET IN TOP OF A CONCRETE
 AG0008'INLET.  SECTION 5, T31S, R15E.
 AG0008
 AG0008                          STATION RECOVERY (1990)
 AG0008
 AG0008'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG0008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5594 ***********************************************************************
 DL5594  DESIGNATION -  123
 DL5594  PID         -  DL5594
 DL5594  STATE/COUNTY-  FL/HARDEE
 DL5594  COUNTRY     -  US
 DL5594  USGS QUAD   -  FORT GREEN (2018)
 DL5594
 DL5594                         *CURRENT SURVEY CONTROL
 DL5594  ______________________________________________________________________
 DL5594* NAD 83(1986) POSITION- 27 35 40.9    (N) 081 53 05.9    (W)   HD_HELD2
 DL5594* NAVD 88 ORTHO HEIGHT -    28.526 (meters)       93.59  (feet) ADJUSTED
 DL5594  ______________________________________________________________________
 DL5594  GEOID HEIGHT    -        -25.159 (meters)                     GEOID18
 DL5594  DYNAMIC HEIGHT  -         28.483 (meters)       93.45  (feet) COMP
 DL5594  MODELED GRAVITY -    979,148.9   (mgal)                       NAVD 88
 DL5594
 DL5594  VERT ORDER      -  FIRST     CLASS II
 DL5594
 DL5594.The horizontal coordinates were established by autonomous hand held GPS
 DL5594.observations and have an estimated accuracy of +/- 10 meters.
 DL5594
 DL5594.The orthometric height was determined by differential leveling and
 DL5594.adjusted by the NATIONAL GEODETIC SURVEY
 DL5594.in December 2009.
 DL5594
 DL5594.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5594.GEOID18 height accuracy estimate available here.
 DL5594
 DL5594.Click photographs - Photos may exist for this station.
 DL5594
 DL5594.The dynamic height is computed by dividing the NAVD 88
 DL5594.geopotential number by the normal gravity value computed on the
 DL5594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5594.degrees latitude (g = 980.6199 gals.).
 DL5594
 DL5594.The modeled gravity was interpolated from observed gravity values.
 DL5594
 DL5594;                    North         East    Units  Estimated Accuracy
 DL5594;SPC FL W     -   361,302.      211,356.      MT  (+/- 10 meters HH2 GPS)
 DL5594
 DL5594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1266152618(NAD 83)
 DL5594
 DL5594                          SUPERSEDED SURVEY CONTROL
 DL5594
 DL5594.No superseded survey control is available for this station.
 DL5594
 DL5594_MARKER: DD = SURVEY DISK
 DL5594_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL5594_SP_SET: CULVERT HEADWALL
 DL5594_STAMPING: BM 123
 DL5594_MARK LOGO: FLDT
 DL5594_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5594+STABILITY: SURFACE MOTION
 DL5594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5594+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DL5594
 DL5594  HISTORY     - Date     Condition        Report By
 DL5594  HISTORY     - UNK      MONUMENTED       FLDT
 DL5594  HISTORY     - 20080304 GOOD             FLDEP
 DL5594
 DL5594                          STATION DESCRIPTION
 DL5594
 DL5594'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DL5594'THE MARK IS ABOUT 5.0 MI (8.0 KM) NORTHWEST OF WAUCHULA, 3.6 MI (5.8
 DL5594'KM) EAST OF FORT GREEN SPRINGS, IN SECTION 23, TOWNSHIP 33 SOUTH,
 DL5594'RANGE 24 EAST.
 DL5594'
 DL5594'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 62 AND COUNTY ROAD
 DL5594'663 NORTH IN FORT GREEN SPRINGS, GO EAST ON STATE ROAD 62 FOR 3.65 MI
 DL5594'(5.9 KM) TO A CULVERT CROSSING AND THE MARK ON THE RIGHT.  THE MARK
 DL5594'CAN ALSO BE REACHED FROM THE JUNCTION OF STATE ROAD 62 AND U.S.
 DL5594'HIGHWAY 17, ABOUT 3.0 MI (4.8 KM) NORTH OF WAUCHULA, GO WEST ON STATE
 DL5594'ROAD 62 FOR 3.85 MI (6.2 KM) TO A CULVERT CROSSING AND THE MARK ON THE
 DL5594'LEFT, SET FLUSH IN THE TOP OF A CONCRETE CULVERT HEADWALL AND ABOUT
 DL5594'0.5 FT (0.2 M) BELOW THE LEVEL OF STATE ROAD 62.
 DL5594'
 DL5594'LOCATED 29.3 FT (8.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE
 DL5594'ROAD 62, 19.1 FT (5.8 M) WEST OF A WATER GAUGE, 9.1 FT (2.8 M) SOUTH
 DL5594'OF A METAL GUARDRAIL, 1.3 FT (0.4 M) EAST OF A METAL WITNESS POST AND
 DL5594'1.1 FT (0.3 M) EAST OF THE WEST END OF A CULVERT HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE2887 ***********************************************************************
 BE2887  DESIGNATION -  123 11 WLC USGS
 BE2887  PID         -  BE2887
 BE2887  STATE/COUNTY-  FL/CALHOUN
 BE2887  COUNTRY     -  US
 BE2887  USGS QUAD   -  CLARKSVILLE (2018)
 BE2887
 BE2887                         *CURRENT SURVEY CONTROL
 BE2887  ______________________________________________________________________
 BE2887* NAD 83(1986) POSITION- 30 26 11.     (N) 085 12 02.     (W)   SCALED
 BE2887* NAVD 88 ORTHO HEIGHT -    37.281 (meters)      122.31  (feet) ADJUSTED
 BE2887  ______________________________________________________________________
 BE2887  GEOID HEIGHT    -        -28.253 (meters)                     GEOID18
 BE2887  DYNAMIC HEIGHT  -         37.232 (meters)      122.15  (feet) COMP
 BE2887  MODELED GRAVITY -    979,324.5   (mgal)                       NAVD 88
 BE2887
 BE2887  VERT ORDER      -  SECOND    CLASS I
 BE2887
 BE2887.The horizontal coordinates were scaled from a map and have
 BE2887.an estimated accuracy of +/- 6 seconds.
 BE2887
 BE2887.The orthometric height was determined by differential leveling and
 BE2887.adjusted by the NATIONAL GEODETIC SURVEY
 BE2887.in June 1991.
 BE2887
 BE2887.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE2887.GEOID18 height accuracy estimate available here.
 BE2887
 BE2887.Click photographs - Photos may exist for this station.
 BE2887
 BE2887.The dynamic height is computed by dividing the NAVD 88
 BE2887.geopotential number by the normal gravity value computed on the
 BE2887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2887.degrees latitude (g = 980.6199 gals.).
 BE2887
 BE2887.The modeled gravity was interpolated from observed gravity values.
 BE2887
 BE2887;                    North         East    Units  Estimated Accuracy
 BE2887;SPC FL N     -   159,430.      532,710.      MT  (+/- 180 meters Scaled)
 BE2887
 BE2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU728685(NAD 83)
 BE2887
 BE2887                          SUPERSEDED SURVEY CONTROL
 BE2887
 BE2887.No superseded survey control is available for this station.
 BE2887
 BE2887_MARKER: DB = BENCH MARK DISK
 BE2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2887_STAMPING: 123 11 WLC 1976
 BE2887_MARK LOGO: USGS
 BE2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2887+STABILITY: SURFACE MOTION
 BE2887
 BE2887  HISTORY     - Date     Condition        Report By
 BE2887  HISTORY     - 1976     MONUMENTED       USGS
 BE2887  HISTORY     - 1981     GOOD             FLDNR
 BE2887  HISTORY     - 19961015 MARK NOT FOUND   USPSQD
 BE2887
 BE2887                          STATION DESCRIPTION
 BE2887
 BE2887'DESCRIBED BY FL DEPT OF NAT RES 1981
 BE2887'0.9 MI WEST FROM CLARKSVILLE.
 BE2887'BEGIN AT THE U.S. POST OFFICE IN CLARKSVILLE, PROCEED 0.9 MILE WEST
 BE2887'ALONG STATE HIGHWAY 20 TO THE MARK.  THE MARK BEARS 31.3 FEET NORTH OF
 BE2887'THE CENTERLINE OF HIGHWAY 20, 0.9 FOOT NORTH-NORTHEAST OF A REFLECTING
 BE2887'SIGN POST, 0.6 FOOT WEST OF THE EAST END OF A CONCRETE CULVERT, 18.6
 BE2887'FEET SOUTH OF A FENCE LINE, 146 FEET WEST OF THE CENTERLINE OF A DIRT
 BE2887'ROAD, ABOUT 50 FEET SOUTH OF THE SOUTHEAST CORNER OF A RECTANGULAR
 BE2887'POND, AND 14.2 MILES EAST OF THE INTERSECTION OF U.S. HIGHWAY 231 WITH
 BE2887'STATE HIGHWAY 20.  THE MARK IS SET FLUSH IN A CONCRETE CULVERT, AND IS
 BE2887'1.8 FEET BELOW THE SURFACE OF THE ROAD.
 BE2887
 BE2887                          STATION RECOVERY (1996)
 BE2887
 BE2887'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE2887'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7097 ***********************************************************************
 AG7097  DESIGNATION -  123 C OF SP
 AG7097  PID         -  AG7097
 AG7097  STATE/COUNTY-  FL/PINELLAS
 AG7097  COUNTRY     -  US
 AG7097  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7097
 AG7097                         *CURRENT SURVEY CONTROL
 AG7097  ______________________________________________________________________
 AG7097* NAD 83(1986) POSITION- 27 43 08.     (N) 082 40 30.     (W)   SCALED
 AG7097* NAVD 88 ORTHO HEIGHT -     2.552 (meters)        8.37  (feet) ADJUSTED
 AG7097  ______________________________________________________________________
 AG7097  GEOID HEIGHT    -        -24.436 (meters)                     GEOID18
 AG7097  DYNAMIC HEIGHT  -          2.548 (meters)        8.36  (feet) COMP
 AG7097  MODELED GRAVITY -    979,169.5   (mgal)                       NAVD 88
 AG7097
 AG7097  VERT ORDER      -  SECOND    CLASS II
 AG7097
 AG7097.The horizontal coordinates were scaled from a map and have
 AG7097.an estimated accuracy of +/- 6 seconds.
 AG7097
 AG7097.The orthometric height was determined by differential leveling and
 AG7097.adjusted by the NATIONAL GEODETIC SURVEY
 AG7097.in June 1991.
 AG7097
 AG7097.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7097.GEOID18 height accuracy estimate available here.
 AG7097
 AG7097.Click photographs - Photos may exist for this station.
 AG7097
 AG7097.The dynamic height is computed by dividing the NAVD 88
 AG7097.geopotential number by the normal gravity value computed on the
 AG7097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7097.degrees latitude (g = 980.6199 gals.).
 AG7097
 AG7097.The modeled gravity was interpolated from observed gravity values.
 AG7097
 AG7097;                    North         East    Units  Estimated Accuracy
 AG7097;SPC FL W     -   375,240.      133,440.      MT  (+/- 180 meters Scaled)
 AG7097
 AG7097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL348671(NAD 83)
 AG7097
 AG7097                          SUPERSEDED SURVEY CONTROL
 AG7097
 AG7097  NGVD 29 (??/??/92)    2.838  (m)            9.31   (f) ADJ UNCH    2 2
 AG7097
 AG7097.Superseded values are not recommended for survey control.
 AG7097
 AG7097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7097.See file dsdata.pdf to determine how the superseded data were derived.
 AG7097
 AG7097_MARKER: DD = SURVEY DISK
 AG7097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7097_PROJECTION: FLUSH
 AG7097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7097+STABILITY: SURFACE MOTION
 AG7097
 AG7097  HISTORY     - Date     Condition        Report By
 AG7097  HISTORY     - UNK      MONUMENTED       FL2730
 AG7097  HISTORY     - 1977     GOOD             FL-103
 AG7097  HISTORY     - 19980321 MARK NOT FOUND   USPSQD
 AG7097
 AG7097                          STATION DESCRIPTION
 AG7097
 AG7097'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7097'IN ST PETERSBURG.
 AG7097'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST. S.
 AG7097'AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19A, RUN EASTERLY ON
 AG7097'54TH AVE. S. FOR 0.25 MILE TO 31ST ST. S. STATION ON RIGHT, IN THE
 AG7097'S.E. CORNER, 72.2 FT. SOUTH OF THE CENTERLINE OF 54TH AVE. S., 35.7
 AG7097'FT. EAST OF THE CENTERLINE OF 31ST ST. S., 112.7 FT. N.W. OF THE N.W.
 AG7097'CORNER ONE STORY BUILDING, 3090 54TH AVE. S., 31.7 FT. S.W. OF A
 AG7097'WOOD POWER LIGHT POLE NUMBER 1-83783, 9.6 FT. WEST OF THE FACE OF
 AG7097'SIDEWALK, 2.6 FT. WEST OF A WOOD POWER TRANSMISSION AND SIGNAL LIGHT
 AG7097'POLE NO NUMBER, 0.2 FT. EAST OF THE BACK OF CURB. SET IN THE TOP
 AG7097'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  NO STAMPING
 AG7097'ON DISK.
 AG7097
 AG7097                          STATION RECOVERY (1998)
 AG7097
 AG7097'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7097'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1233 ***********************************************************************
 AG1233  DESIGNATION -  123 ERS
 AG1233  PID         -  AG1233
 AG1233  STATE/COUNTY-  FL/LEE
 AG1233  COUNTRY     -  US
 AG1233  USGS QUAD   -  SANIBEL (2018)
 AG1233
 AG1233                         *CURRENT SURVEY CONTROL
 AG1233  ______________________________________________________________________
 AG1233* NAD 83(1990) POSITION- 26 27 10.55329(N) 082 00 51.35588(W)   ADJUSTED
 AG1233* NAVD 88 ORTHO HEIGHT -     1.17  (+/-2cm)        3.8   (feet) VERTCON3
 AG1233  ______________________________________________________________________
 AG1233  GEOID HEIGHT    -        -23.697 (meters)                     GEOID18
 AG1233  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 AG1233  HORZ ORDER      -  SECOND
 AG1233  VERT ORDER      -  THIRD ? (See Below)
 AG1233
 AG1233.The horizontal coordinates were established by classical geodetic methods
 AG1233.and adjusted by the National Geodetic Survey in May 1991.
 AG1233
 AG1233.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG1233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG1233
 AG1233.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1233.GEOID18 height accuracy estimate available here.
 AG1233
 AG1233.The vertical order pertains to the NGVD 29 superseded value.
 AG1233
 AG1233.Click photographs - Photos may exist for this station.
 AG1233
 AG1233.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG1233
 AG1233. The following values were computed from the NAD 83(1990) position.
 AG1233
 AG1233;                    North         East     Units Scale Factor Converg.
 AG1233;SPC FL W     -   234,792.920   198,577.374   MT  0.99994120   -0 00 22.9
 AG1233;SPC FL W     -   770,316.44    651,499.27   sFT  0.99994120   -0 00 22.9
 AG1233;UTM  17      - 2,926,243.426   398,883.871   MT  0.99972623   -0 27 06.7
 AG1233
 AG1233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1233!SPC FL W     -   1.00000354  x   0.99994120  =   0.99994474
 AG1233!UTM  17      -   1.00000354  x   0.99972623  =   0.99972977
 AG1233
 AG1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9888326243(NAD 83)
 AG1233
 AG1233                          SUPERSEDED SURVEY CONTROL
 AG1233
 AG1233  NAD 83(1986)-  26 27 10.55204(N)    082 00 51.36974(W) AD(       ) 2
 AG1233  NAD 27      -  26 27 09.26079(N)    082 00 52.04138(W) AD(       ) 2
 AG1233  NGVD 29               1.53   (m)            5.0    (f) LEVELING    3  
 AG1233
 AG1233.Superseded values are not recommended for survey control.
 AG1233
 AG1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1233.See file dsdata.pdf to determine how the superseded data were derived.
 AG1233
 AG1233_MARKER: DB = BENCH MARK DISK
 AG1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1233_STAMPING: 123 ERS 1952
 AG1233_MARK LOGO: USGS
 AG1233_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AG1233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1233
 AG1233  HISTORY     - Date     Condition        Report By
 AG1233  HISTORY     - 1952     MONUMENTED       USGS
 AG1233  HISTORY     - 1967     GOOD             CEJA
 AG1233  HISTORY     - 19840619 GOOD             NGS
 AG1233  HISTORY     - 19960314 MARK NOT FOUND   USPSQD
 AG1233  HISTORY     - 20151228 GOOD             INDIV
 AG1233
 AG1233                          STATION DESCRIPTION
 AG1233
 AG1233'DESCRIBED BY US GEOLOGICAL SURVEY 1952 (ERS)
 AG1233'STATION IS LOCATED ON THE EAST END OF SANIBEL ISLAND UNDER THE
 AG1233'POINT YBEL LIGHTHOUSE.  STATION IS 9 FEET EAST NORTHEAST OF THE
 AG1233'WEST LEG OF LIGHTHOUSE AND 9 FEET WEST SOUTHWEST OF THE APPROXIMATE
 AG1233'CENTER OF LIGHTHOUSE.  THE MARK IS OF CONCRETE, ABOUT 6 INCHES IN
 AG1233'DIAMETER AND PROJECTS ABOUT 1 INCH.  THE DISK WHICH IS A STANDARD
 AG1233'U.S.G.S. BENCH MARK IS STAMPED 123 ERS 1952.
 AG1233'
 AG1233'A TRAVERSE CONNECTION WAS MADE TO STATION FROM TRIANGULATION
 AG1233'STATION SANI 2 AND THE DISTANCE IS 33.191 METERS OR 108.90 FEET
 AG1233'SOUTHEAST.
 AG1233'
 AG1233'TO REACH FROM THE SANIBEL ISLAND POST OFFICE GO SOUTH FOR 0.05
 AG1233'MILE TO CROSSROADS.  TURN LEFT AND GO EASTERLY ON MAIN SAND ROAD
 AG1233'FOR 0.45 MILE TO LIGHTHOUSE AND STATION AS DESCRIBED.
 AG1233
 AG1233                          STATION RECOVERY (1967)
 AG1233
 AG1233'RECOVERY NOTE BY C E JOHNSON ASSOC 1967
 AG1233'STATION WAS SEARCHED FOR AND FOUND IN EXCELLENT CONDITION.
 AG1233
 AG1233                          STATION RECOVERY (1984)
 AG1233
 AG1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 AG1233'RECOVERED IN GOOD CONDITION.
 AG1233
 AG1233                          STATION RECOVERY (1996)
 AG1233
 AG1233'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG1233'MARK NOT FOUND.
 AG1233
 AG1233                          STATION RECOVERY (2015)
 AG1233
 AG1233'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (KW)
 AG1233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0009 ***********************************************************************
 AG0009  DESIGNATION -  124
 AG0009  PID         -  AG0009
 AG0009  STATE/COUNTY-  FL/PINELLAS
 AG0009  COUNTRY     -  US
 AG0009  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0009
 AG0009                         *CURRENT SURVEY CONTROL
 AG0009  ______________________________________________________________________
 AG0009* NAD 83(1986) POSITION- 27 44 19.65   (N) 082 44 58.02   (W)   HD_HELD1
 AG0009* NAVD 88 ORTHO HEIGHT -     1.059 (meters)        3.47  (feet) ADJUSTED
 AG0009  ______________________________________________________________________
 AG0009  GEOID HEIGHT    -        -24.347 (meters)                     GEOID18
 AG0009  DYNAMIC HEIGHT  -          1.057 (meters)        3.47  (feet) COMP
 AG0009  MODELED GRAVITY -    979,174.0   (mgal)                       NAVD 88
 AG0009
 AG0009  VERT ORDER      -  SECOND    CLASS II
 AG0009
 AG0009.The horizontal coordinates were determined by differentially corrected
 AG0009.hand held GPS observations or other comparable positioning techniques
 AG0009.and have an estimated accuracy of +/- 3 meters.
 AG0009
 AG0009.The orthometric height was determined by differential leveling and
 AG0009.adjusted by the NATIONAL GEODETIC SURVEY
 AG0009.in June 1991.
 AG0009
 AG0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0009.GEOID18 height accuracy estimate available here.
 AG0009
 AG0009.Click photographs - Photos may exist for this station.
 AG0009
 AG0009.The dynamic height is computed by dividing the NAVD 88
 AG0009.geopotential number by the normal gravity value computed on the
 AG0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0009.degrees latitude (g = 980.6199 gals.).
 AG0009
 AG0009.The modeled gravity was interpolated from observed gravity values.
 AG0009
 AG0009;                    North         East    Units  Estimated Accuracy
 AG0009;SPC FL W     -   377,489.2     126,108.8     MT  (+/- 3 meters HH1 GPS) 
 AG0009
 AG0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2756169493(NAD 83)
 AG0009
 AG0009                          SUPERSEDED SURVEY CONTROL
 AG0009
 AG0009  NGVD 29 (??/??/92)    1.337  (m)            4.39   (f) ADJ UNCH    2 2
 AG0009
 AG0009.Superseded values are not recommended for survey control.
 AG0009
 AG0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0009.See file dsdata.pdf to determine how the superseded data were derived.
 AG0009
 AG0009_MARKER: DD = SURVEY DISK
 AG0009_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0009_SP_SET: INLET
 AG0009_STAMPING: 124
 AG0009_MARK LOGO: FLHD
 AG0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0009+STABILITY: SURFACE MOTION
 AG0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0009+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 AG0009
 AG0009  HISTORY     - Date     Condition        Report By
 AG0009  HISTORY     - UNK      MONUMENTED       FLHD
 AG0009  HISTORY     - 1975     GOOD             FLDT
 AG0009  HISTORY     - 1978     GOOD             FL-103
 AG0009  HISTORY     - 1991     GOOD             USPSQD
 AG0009  HISTORY     - 19990202 GOOD             USPSQD
 AG0009  HISTORY     - 20010216 GOOD             USPSQD
 AG0009  HISTORY     - 20061212 GOOD             USPSQD
 AG0009  HISTORY     - 20080930 GOOD             PINCPW
 AG0009
 AG0009                          STATION DESCRIPTION
 AG0009
 AG0009'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0009'AT ST PETERSBURG BCH.
 AG0009'TO REACH STATION FROM THE INTERSECTION OF S.R. 690 (75TH AVE.)
 AG0009'AND GULF BLVD. (S.R. 699 5TH STREET), RUN SOUTHERLY
 AG0009'ALONG GULF BLVD. FOR 0.1 MILE TO THE INTERSECTION OF 73RD AVE.
 AG0009'STATION ON RIGHT, IN NORTHWEST CORNER OF INTERSECTION, 35.7 FT.
 AG0009'WEST OF THE CENTERLINE OF GULF BLVD., 34.0 FT. NORTH OF THE
 AG0009'CENTERLINE OF 73RD AVE.  SET IN TOP OF A CONCRETE INLET.
 AG0009'SECTION 36, T31S, R15E.
 AG0009
 AG0009                          STATION RECOVERY (1978)
 AG0009
 AG0009'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG0009'RECOVERED IN GOOD CONDITION.
 AG0009
 AG0009                          STATION RECOVERY (1991)
 AG0009
 AG0009'RECOVERY NOTE BY US POWER SQUADRON 1991 (WF)
 AG0009'RECOVERED IN GOOD CONDITION.
 AG0009
 AG0009                          STATION RECOVERY (1999)
 AG0009
 AG0009'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0009'RECOVERED IN GOOD CONDITION.
 AG0009
 AG0009                          STATION RECOVERY (2001)
 AG0009
 AG0009'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG0009'RECOVERED IN GOOD CONDITION.
 AG0009
 AG0009                          STATION RECOVERY (2006)
 AG0009
 AG0009'RECOVERY NOTE BY US POWER SQUADRON 2006 (RLS)
 AG0009'RECOVERED IN GOOD CONDITION.
 AG0009
 AG0009                          STATION RECOVERY (2008)
 AG0009
 AG0009'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6283 ***********************************************************************
 AE6283  DESIGNATION -  1241 20
 AE6283  PID         -  AE6283
 AE6283  STATE/COUNTY-  FL/BREVARD
 AE6283  COUNTRY     -  US
 AE6283  USGS QUAD   -  KENANSVILLE SE (2018)
 AE6283
 AE6283                         *CURRENT SURVEY CONTROL
 AE6283  ______________________________________________________________________
 AE6283* NAD 83(1986) POSITION- 27 49 37.     (N) 080 48 41.     (W)   SCALED
 AE6283* NAVD 88 ORTHO HEIGHT -     5.633 (meters)       18.48  (feet) ADJUSTED
 AE6283  ______________________________________________________________________
 AE6283  GEOID HEIGHT    -        -27.421 (meters)                     GEOID18
 AE6283  DYNAMIC HEIGHT  -          5.625 (meters)       18.45  (feet) COMP
 AE6283  MODELED GRAVITY -    979,157.7   (mgal)                       NAVD 88
 AE6283
 AE6283  VERT ORDER      -  SECOND    CLASS I
 AE6283
 AE6283.The horizontal coordinates were scaled from a map and have
 AE6283.an estimated accuracy of +/- 6 seconds.
 AE6283
 AE6283.The orthometric height was determined by differential leveling and
 AE6283.adjusted by the NATIONAL GEODETIC SURVEY
 AE6283.in February 1998.
 AE6283
 AE6283.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6283.GEOID18 height accuracy estimate available here.
 AE6283
 AE6283.Click photographs - Photos may exist for this station.
 AE6283
 AE6283.The dynamic height is computed by dividing the NAVD 88
 AE6283.geopotential number by the normal gravity value computed on the
 AE6283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6283.degrees latitude (g = 980.6199 gals.).
 AE6283
 AE6283.The modeled gravity was interpolated from observed gravity values.
 AE6283
 AE6283;                    North         East    Units  Estimated Accuracy
 AE6283;SPC FL E     -   387,050.      218,580.      MT  (+/- 180 meters Scaled)
 AE6283
 AE6283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL185780(NAD 83)
 AE6283
 AE6283                          SUPERSEDED SURVEY CONTROL
 AE6283
 AE6283.No superseded survey control is available for this station.
 AE6283
 AE6283_MARKER: DD = SURVEY DISK
 AE6283_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6283_STAMPING: BM 1241-20
 AE6283_MARK LOGO: SJRWMD
 AE6283_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6283+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1995
 AE6283
 AE6283  HISTORY     - Date     Condition        Report By
 AE6283  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6283  HISTORY     - 19950702 GOOD             FLDEP
 AE6283
 AE6283                          STATION DESCRIPTION
 AE6283
 AE6283'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6283'THE MARK IS ABOUT 11.6 MI (18.7 KM) SOUTHEAST OF KENANSVILLE IN
 AE6283'SECTION 34, TOWNSHIP 30 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AE6283'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6283'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6283'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6283'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6283'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6283'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6283'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST
 AE6283'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74,
 AE6283'PASS THROUGH THE LOCKED GATE AND CONTINUE EAST ON LEVEE 74 FOR
 AE6283'APPROXIMATELY 120.0 FT (36.6 M) TO THE JUNCTION OF A DIRT ROAD NORTH,
 AE6283'TURN LEFT ON THE DIRT ROAD AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE
 AE6283'DEAD END (SOUTH END OF A BAR PIT) AND THE MARK ON THE RIGHT, A SJRWMD
 AE6283'ALUMINUM DISK SET ON TOP OF A COPPER COATED STEEL ROD SURROUNDED BY AN
 AE6283'8-INCH STOVE PIPE FILLED WITH CONCRETE 0.1 FT (3.0 CM) ABOVE THE
 AE6283'GROUND AND LEVEL WITH THE ROAD. LOCATED 64.0 FT (19.5 M) SOUTHEAST OF
 AE6283'RM 1 1241-20, 61.5 FT (18.7 M) EAST OF THE APPROXIMATE CENTERLINE OF
 AE6283'THE DIRT ROAD, 43.5 FT (13.3 M) SOUTHEAST OF THE CENTER OF A DOCK FOR
 AE6283'A TELEMETRY STATION AND 1.0 FT (0.3 M) SOUTHWEST OF A SJRWMD WITNESS
 AE6283'POST. NOTE FOR KEY CONTACT TOMMY WATERS, SJ.  JOHN WATER MANAGEMENT
 AE6283'DISTICT, PALATKA, FL.  PHONE NUMBER (904) 3294277
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6284 ***********************************************************************
 AE6284  DESIGNATION -  1241 20 RM 1
 AE6284  PID         -  AE6284
 AE6284  STATE/COUNTY-  FL/BREVARD
 AE6284  COUNTRY     -  US
 AE6284  USGS QUAD   -  KENANSVILLE SE (2018)
 AE6284
 AE6284                         *CURRENT SURVEY CONTROL
 AE6284  ______________________________________________________________________
 AE6284* NAD 83(1986) POSITION- 27 49 38.     (N) 080 48 42.     (W)   SCALED
 AE6284* NAVD 88 ORTHO HEIGHT -     5.829 (meters)       19.12  (feet) ADJUSTED
 AE6284  ______________________________________________________________________
 AE6284  GEOID HEIGHT    -        -27.422 (meters)                     GEOID18
 AE6284  DYNAMIC HEIGHT  -          5.820 (meters)       19.09  (feet) COMP
 AE6284  MODELED GRAVITY -    979,157.7   (mgal)                       NAVD 88
 AE6284
 AE6284  VERT ORDER      -  SECOND    CLASS I
 AE6284
 AE6284.The horizontal coordinates were scaled from a map and have
 AE6284.an estimated accuracy of +/- 6 seconds.
 AE6284
 AE6284.The orthometric height was determined by differential leveling and
 AE6284.adjusted by the NATIONAL GEODETIC SURVEY
 AE6284.in February 1998.
 AE6284
 AE6284.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6284.GEOID18 height accuracy estimate available here.
 AE6284
 AE6284.Click photographs - Photos may exist for this station.
 AE6284
 AE6284.The dynamic height is computed by dividing the NAVD 88
 AE6284.geopotential number by the normal gravity value computed on the
 AE6284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6284.degrees latitude (g = 980.6199 gals.).
 AE6284
 AE6284.The modeled gravity was interpolated from observed gravity values.
 AE6284
 AE6284;                    North         East    Units  Estimated Accuracy
 AE6284;SPC FL E     -   387,080.      218,550.      MT  (+/- 180 meters Scaled)
 AE6284
 AE6284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL185780(NAD 83)
 AE6284
 AE6284                          SUPERSEDED SURVEY CONTROL
 AE6284
 AE6284.No superseded survey control is available for this station.
 AE6284
 AE6284_MARKER: DD = SURVEY DISK
 AE6284_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6284_STAMPING: RM 1 1241-20
 AE6284_MARK LOGO: SJRWMD
 AE6284_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6284+SATELLITE: SATELLITE OBSERVATIONS - July 02, 1995
 AE6284
 AE6284  HISTORY     - Date     Condition        Report By
 AE6284  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6284  HISTORY     - 19950702 GOOD             FLDEP
 AE6284
 AE6284                          STATION DESCRIPTION
 AE6284
 AE6284'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6284'THE MARK IS ABOUT 11.6 MI (18.7 KM) SOUTHEAST OF KENANSVILLE IN
 AE6284'SECTION 34, TOWNSHIP 30 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AE6284'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6284'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6284'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6284'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6284'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6284'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6284'ON THE LEFT, BEAR RIGHT ON FELLSMERE ROAD AND CONTINUE EAST-SOUTHEAST
 AE6284'FOR 7.6 MI (12.2 KM) TO A LOCKED GATE TO THE ENTRANCE TO LEVEE 74 PASS
 AE6284'THROUGH GATE AND CONTINUE EAST ON LEVEE 74 FOR APPROXIMATE 120.0 FT
 AE6284'(36.6 M) TO THR JUNCTION OF A DIRT ROAD NORTH, TURN LEFT AND GO NORTH
 AE6284'ON DIRT ROAD FOR 0.3 MI (0.5 KM) TO THE DEAD END (SOUTH END OF A BAR
 AE6284'PIT) AND THE MARK IN CENTER OF THE ROAD, A SJRWMD ALUMINUM DISK SET ON
 AE6284'TOP OF A COPPER COATER STEEL ROD SURROUNDED BY AN 8-INCH STOVE PIPE
 AE6284'FILLED WITH CONCRETE 0.1 FT (3.0 CM) ABOVE THE GROUND AND LEVEL WITH
 AE6284'THE ROAD. LOCATED 23.2 FT (7.1 M) WEST OF THE CENTER OF A DOCK FOR A
 AE6284'TELEMETRY STATION, 8.0 FT (2.4 M) SOUTH OF THE SOUTH EDGE OF THE BAR
 AE6284'PIT AND 1.0 FT (0.3 M) SOUTH OF A SJRWMD WITNESS POST. NOTE FOR KEY
 AE6284'CONTACT TOMMY WATERS, SJ.  JOHN WATER MANAGEMENT DISTICT, PALATKA, FL.
 AE6284'PHONE NUMBER (904) 3294277
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7494 ***********************************************************************
 AJ7494  DESIGNATION -  1249 20
 AJ7494  PID         -  AJ7494
 AJ7494  STATE/COUNTY-  FL/BREVARD
 AJ7494  COUNTRY     -  US
 AJ7494  USGS QUAD   -  DEER PARK NE (2018)
 AJ7494
 AJ7494                         *CURRENT SURVEY CONTROL
 AJ7494  ______________________________________________________________________
 AJ7494* NAD 83(1986) POSITION- 28 14 36.     (N) 080 50 41.     (W)   SCALED
 AJ7494* NAVD 88 ORTHO HEIGHT -     3.745 (meters)       12.29  (feet) ADJUSTED
 AJ7494  ______________________________________________________________________
 AJ7494  GEOID HEIGHT    -        -28.207 (meters)                     GEOID18
 AJ7494  DYNAMIC HEIGHT  -          3.740 (meters)       12.27  (feet) COMP
 AJ7494  MODELED GRAVITY -    979,177.2   (mgal)                       NAVD 88
 AJ7494
 AJ7494  VERT ORDER      -  SECOND    CLASS I
 AJ7494
 AJ7494.The horizontal coordinates were scaled from a map and have
 AJ7494.an estimated accuracy of +/- 6 seconds.
 AJ7494
 AJ7494.The orthometric height was determined by differential leveling and
 AJ7494.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7494.in March 2002.
 AJ7494
 AJ7494.No vertical observational check was made to the station.
 AJ7494
 AJ7494.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7494.GEOID18 height accuracy estimate available here.
 AJ7494
 AJ7494.Click photographs - Photos may exist for this station.
 AJ7494
 AJ7494.The dynamic height is computed by dividing the NAVD 88
 AJ7494.geopotential number by the normal gravity value computed on the
 AJ7494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7494.degrees latitude (g = 980.6199 gals.).
 AJ7494
 AJ7494.The modeled gravity was interpolated from observed gravity values.
 AJ7494
 AJ7494;                    North         East    Units  Estimated Accuracy
 AJ7494;SPC FL E     -   433,180.      215,240.      MT  (+/- 180 meters Scaled)
 AJ7494
 AJ7494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM152241(NAD 83)
 AJ7494
 AJ7494                          SUPERSEDED SURVEY CONTROL
 AJ7494
 AJ7494.No superseded survey control is available for this station.
 AJ7494
 AJ7494_MARKER: DD = SURVEY DISK
 AJ7494_SETTING: 47 = GALVANIZED STEEL PIPE W/O SLEEVE (10 FT.+)
 AJ7494_STAMPING: B.M. 1249-20
 AJ7494_MARK LOGO: SJRWMD
 AJ7494_PROJECTION: FLUSH
 AJ7494_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7494+SATELLITE: SATELLITE OBSERVATIONS - July 14, 1997
 AJ7494_ROD/PIPE-DEPTH: 7.6 meters
 AJ7494
 AJ7494  HISTORY     - Date     Condition        Report By
 AJ7494  HISTORY     - UNK      MONUMENTED       SJRWMD
 AJ7494  HISTORY     - 19970714 GOOD             FLDEP
 AJ7494
 AJ7494                          STATION DESCRIPTION
 AJ7494
 AJ7494'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ)
 AJ7494'THE MARK IS ABOUT 11.3 MI (18.2 KM) NORTHWEST OF PALM SHORES IN
 AJ7494'SECTION 8, TOWNSHIP 26 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AJ7494'THE INTERSECTION OF INTERSTATE 95 AND COUNTY ROAD 509 (WICKHAM ROAD)
 AJ7494'NORTHWEST OF PALM SHORES, GO WEST ON COUNTY ROAD 509 (WICKHAM ROAD)
 AJ7494'FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT AND A
 AJ7494'LOCKED GATE, TURN RIGHT ON THE DIRT ROAD AND PASSING THROUGH THE
 AJ7494'LOCKED GATE GO NORTH FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF A DIRT
 AJ7494'ROAD ON THE LEFT (NORTH SIDE OF THE CANAL), TURN LEFT ON THE DIRT ROAD
 AJ7494'AND GO WEST (NORTH SIDE OF THE CANAL) FOR 4.85 MI (7.81 KM) TO THE
 AJ7494'JUNCTION OF A CROSSOVER ROAD ON THE LEFT (TO THE SOUTH SIDE OF THE
 AJ7494'CANAL), TURN LEFT AND GO SOUTH FOR ABOUT 100.0 FT (30.5 M) CROSSING
 AJ7494'OVER THE CANAL TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT, TURN RIGHT
 AJ7494'ON THE DIRT ROAD (SOUTH SIDE OF THE CANAL) AND GO WEST FOR 1.25 MI
 AJ7494'(2.01 KM) TO LAKE WINDER AND A CURVE IN THE ROAD TO THE LEFT, BEAR
 AJ7494'LEFT ON THE DIRT ROAD AND GO SOUTHERLY FOR 0.35 MI (0.56 KM) TO THE
 AJ7494'MARK ON THE RIGHT, A SJRWMD ALUMINUM DISK SET IN THE TOP OF A 0.1 FT
 AJ7494'(3.0 CM) GALVANIZED PIPE, DRIVEN INTO THE GROUND 25.0 FT (7.6 M) AND
 AJ7494'SURROUNDED BY A 6-INCH STOVE PIPE 2.0 FT (0.6 M) LONG FILLED WITH
 AJ7494'CONCRETE, FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT ROAD. LOCATED
 AJ7494'10.8 FT (3.3 M) NORTH OF A FENCE CORNER, 2.3 FT (0.7 M) WEST OF A
 AJ7494'BARBED WIRE FENCE LINE AND 0.6 FT (18.3 CM) EAST OF A PVC WITNESS
 AJ7494'POST. NOTE FOR ACCESS AND KEY CONTACT DUDA BROTHER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0010 ***********************************************************************
 AG0010  DESIGNATION -  125
 AG0010  PID         -  AG0010
 AG0010  STATE/COUNTY-  FL/PINELLAS
 AG0010  COUNTRY     -  US
 AG0010  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0010
 AG0010                         *CURRENT SURVEY CONTROL
 AG0010  ______________________________________________________________________
 AG0010* NAD 83(1986) POSITION- 27 44 19.62   (N) 082 44 58.05   (W)   HD_HELD1
 AG0010* NAVD 88 ORTHO HEIGHT -     1.758 (meters)        5.77  (feet) ADJUSTED
 AG0010  ______________________________________________________________________
 AG0010  GEOID HEIGHT    -        -24.347 (meters)                     GEOID18
 AG0010  DYNAMIC HEIGHT  -          1.756 (meters)        5.76  (feet) COMP
 AG0010  MODELED GRAVITY -    979,173.8   (mgal)                       NAVD 88
 AG0010
 AG0010  VERT ORDER      -  SECOND    CLASS II
 AG0010
 AG0010.The horizontal coordinates were determined by differentially corrected
 AG0010.hand held GPS observations or other comparable positioning techniques
 AG0010.and have an estimated accuracy of +/- 3 meters.
 AG0010
 AG0010.The orthometric height was determined by differential leveling and
 AG0010.adjusted by the NATIONAL GEODETIC SURVEY
 AG0010.in June 1991.
 AG0010
 AG0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0010.GEOID18 height accuracy estimate available here.
 AG0010
 AG0010.Click photographs - Photos may exist for this station.
 AG0010
 AG0010.The dynamic height is computed by dividing the NAVD 88
 AG0010.geopotential number by the normal gravity value computed on the
 AG0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0010.degrees latitude (g = 980.6199 gals.).
 AG0010
 AG0010.The modeled gravity was interpolated from observed gravity values.
 AG0010
 AG0010;                    North         East    Units  Estimated Accuracy
 AG0010;SPC FL W     -   377,488.3     126,108.0     MT  (+/- 3 meters HH1 GPS) 
 AG0010
 AG0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2756069492(NAD 83)
 AG0010
 AG0010                          SUPERSEDED SURVEY CONTROL
 AG0010
 AG0010  NGVD 29 (??/??/92)    2.037  (m)            6.68   (f) ADJ UNCH    2 2
 AG0010
 AG0010.Superseded values are not recommended for survey control.
 AG0010
 AG0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0010.See file dsdata.pdf to determine how the superseded data were derived.
 AG0010
 AG0010_MARKER: DD = SURVEY DISK
 AG0010_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0010_SP_SET: INLET
 AG0010_STAMPING: 125
 AG0010_MARK LOGO: FLHD
 AG0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0010+STABILITY: SURFACE MOTION
 AG0010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0010+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2006
 AG0010
 AG0010  HISTORY     - Date     Condition        Report By
 AG0010  HISTORY     - UNK      MONUMENTED       FLHD
 AG0010  HISTORY     - 1975     GOOD             FLDT
 AG0010  HISTORY     - 1978     GOOD             FL-103
 AG0010  HISTORY     - 1991     GOOD             USPSQD
 AG0010  HISTORY     - 19990202 GOOD             USPSQD
 AG0010  HISTORY     - 20010216 GOOD             USPSQD
 AG0010  HISTORY     - 20061114 GOOD             USPSQD
 AG0010  HISTORY     - 20080930 GOOD             PINCPW
 AG0010
 AG0010                          STATION DESCRIPTION
 AG0010
 AG0010'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0010'AT ST PETERSBURG BCH.
 AG0010'TO REACH STATION FROM THE INTERSECTION OF S.R. 690 (75TH AVE.)
 AG0010'AND GULF BLVD. (S.R. 699 5TH STREET), RUN SOUTHERLY
 AG0010'ALONG GULF BLVD. FOR 0.25 MILE TO THE INTERSECTION OF 70TH AVE.
 AG0010'STATION ON RIGHT IN SOUTHWEST CORNER OF INTERSECTION, 35.7 FT.
 AG0010'WEST OF THE CENTERLINE OF GULF BLVD., 35.7 FT. SOUTH OF THE
 AG0010'CENTERLINE OF 70TH AVE.  SET IN THE TOP OF A CONCRETE INLET.
 AG0010'SECTION 36, T31S, R15E.
 AG0010
 AG0010                          STATION RECOVERY (1978)
 AG0010
 AG0010'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG0010'RECOVERED IN GOOD CONDITION.
 AG0010
 AG0010                          STATION RECOVERY (1991)
 AG0010
 AG0010'RECOVERY NOTE BY US POWER SQUADRON 1991 (WF)
 AG0010'RECOVERED IN GOOD CONDITION.
 AG0010
 AG0010                          STATION RECOVERY (1999)
 AG0010
 AG0010'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0010'RECOVERED IN GOOD CONDITION.
 AG0010
 AG0010                          STATION RECOVERY (2001)
 AG0010
 AG0010'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG0010'RECOVERED IN GOOD CONDITION.
 AG0010
 AG0010                          STATION RECOVERY (2006)
 AG0010
 AG0010'RECOVERY NOTE BY US POWER SQUADRON 2006 (KNB)
 AG0010'RECOVERED IN GOOD CONDITION.
 AG0010
 AG0010                          STATION RECOVERY (2008)
 AG0010
 AG0010'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0010'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5221 ***********************************************************************
 AG5221  DESIGNATION -  125 M CO
 AG5221  PID         -  AG5221
 AG5221  STATE/COUNTY-  FL/HILLSBOROUGH
 AG5221  COUNTRY     -  US
 AG5221  USGS QUAD   -  ANNA MARIA (2018)
 AG5221
 AG5221                         *CURRENT SURVEY CONTROL
 AG5221  ______________________________________________________________________
 AG5221* NAD 83(1986) POSITION- 27 36 47.     (N) 082 39 17.     (W)   SCALED
 AG5221* NAVD 88 ORTHO HEIGHT -     7.031 (meters)       23.07  (feet) ADJUSTED
 AG5221  ______________________________________________________________________
 AG5221  GEOID HEIGHT    -        -24.442 (meters)                     GEOID18
 AG5221  DYNAMIC HEIGHT  -          7.021 (meters)       23.03  (feet) COMP
 AG5221  MODELED GRAVITY -    979,155.8   (mgal)                       NAVD 88
 AG5221
 AG5221  VERT ORDER      -  FIRST     CLASS II
 AG5221
 AG5221.The horizontal coordinates were scaled from a map and have
 AG5221.an estimated accuracy of +/- 6 seconds.
 AG5221
 AG5221.The orthometric height was determined by differential leveling and
 AG5221.adjusted by the NATIONAL GEODETIC SURVEY
 AG5221.in June 1991.
 AG5221
 AG5221.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5221.GEOID18 height accuracy estimate available here.
 AG5221
 AG5221.Click photographs - Photos may exist for this station.
 AG5221
 AG5221.The dynamic height is computed by dividing the NAVD 88
 AG5221.geopotential number by the normal gravity value computed on the
 AG5221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5221.degrees latitude (g = 980.6199 gals.).
 AG5221
 AG5221.The modeled gravity was interpolated from observed gravity values.
 AG5221
 AG5221;                    North         East    Units  Estimated Accuracy
 AG5221;SPC FL W     -   363,500.      135,380.      MT  (+/- 180 meters Scaled)
 AG5221
 AG5221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL367554(NAD 83)
 AG5221
 AG5221                          SUPERSEDED SURVEY CONTROL
 AG5221
 AG5221  NGVD 29 (??/??/92)    7.321  (m)           24.02   (f) ADJ UNCH    1 2
 AG5221
 AG5221.Superseded values are not recommended for survey control.
 AG5221
 AG5221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5221.See file dsdata.pdf to determine how the superseded data were derived.
 AG5221
 AG5221_MARKER: DD = SURVEY DISK
 AG5221_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG5221_SP_SET: SIDEWALK
 AG5221_STAMPING: 125
 AG5221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5221
 AG5221  HISTORY     - Date     Condition        Report By
 AG5221  HISTORY     - UNK      MONUMENTED       FL-081
 AG5221  HISTORY     - 1972     GOOD             NGS
 AG5221
 AG5221                          STATION DESCRIPTION
 AG5221
 AG5221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5221'8.4 MI NW FROM RUBONIA.
 AG5221'ABOUT 0.8 MILE SOUTH ALONG BAYSHORE ROAD FROM THE POST OFFICE AT
 AG5221'RUBONIA, THENCE 0.7 MILE WEST ALONG PALM VIEW ROAD, THENCE 6.9
 AG5221'MILES NORTHWEST ALONG U.S. HIGHWAY 19 (SUNSHINE SKYWAY), OR ABOUT
 AG5221'2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND THE
 AG5221'INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG,
 AG5221'THENCE 11.45 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET AND
 AG5221'SUNSHINE SKYWAY), SET IN THE TOP OF THE CONCRETE SIDEWALK ON THE
 AG5221'NORTHEAST SIDE OF THE MORE NORTHEASTERLY OF TWO 4.2 MILE CONCRETE
 AG5221'AND STEEL BRIDGES OVER THE SHIP CHANNEL IN TAMPA BAY, OVER BENT
 AG5221'1, AT THE POINT WHERE THE BRIDGE STARTS UP A STEEP GRADE AND THE
 AG5221'SIDEWALK NARROWS FROM 3.1 FEET WIDE TO 1.4 FEET WIDE, THIS POINT
 AG5221'ALSO MARKS THE END OF ALLOWED PEDESTRIAN TRAFFIC ON THE SOUTHEAST
 AG5221'SIDE OF THE BRIDGE, 16 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 AG5221'TWO NORTHEAST TRAFFIC LANES OF THE HIGHWAY, 4.9 FEET SOUTH OF A
 AG5221'NO PEDESTRIANS BEYOND THIS POINT SIGN, AND ABOUT LEVEL WITH THE
 AG5221'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0011 ***********************************************************************
 AG0011  DESIGNATION -  126
 AG0011  PID         -  AG0011
 AG0011  STATE/COUNTY-  FL/PINELLAS
 AG0011  COUNTRY     -  US
 AG0011  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0011
 AG0011                         *CURRENT SURVEY CONTROL
 AG0011  ______________________________________________________________________
 AG0011* NAD 83(1986) POSITION- 27 44 04.32   (N) 082 44 47.31   (W)   HD_HELD1
 AG0011* NAVD 88 ORTHO HEIGHT -     1.464 (meters)        4.80  (feet) ADJUSTED
 AG0011  ______________________________________________________________________
 AG0011  GEOID HEIGHT    -        -24.348 (meters)                     GEOID18
 AG0011  DYNAMIC HEIGHT  -          1.462 (meters)        4.80  (feet) COMP
 AG0011  MODELED GRAVITY -    979,173.4   (mgal)                       NAVD 88
 AG0011
 AG0011  VERT ORDER      -  SECOND    CLASS II
 AG0011
 AG0011.The horizontal coordinates were determined by differentially corrected
 AG0011.hand held GPS observations or other comparable positioning techniques
 AG0011.and have an estimated accuracy of +/- 3 meters.
 AG0011
 AG0011.The orthometric height was determined by differential leveling and
 AG0011.adjusted by the NATIONAL GEODETIC SURVEY
 AG0011.in June 1991.
 AG0011
 AG0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0011.GEOID18 height accuracy estimate available here.
 AG0011
 AG0011.Click photographs - Photos may exist for this station.
 AG0011
 AG0011.The dynamic height is computed by dividing the NAVD 88
 AG0011.geopotential number by the normal gravity value computed on the
 AG0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0011.degrees latitude (g = 980.6199 gals.).
 AG0011
 AG0011.The modeled gravity was interpolated from observed gravity values.
 AG0011
 AG0011;                    North         East    Units  Estimated Accuracy
 AG0011;SPC FL W     -   377,015.5     126,399.3     MT  (+/- 3 meters HH1 GPS) 
 AG0011
 AG0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2784769017(NAD 83)
 AG0011
 AG0011                          SUPERSEDED SURVEY CONTROL
 AG0011
 AG0011  NGVD 29 (??/??/92)    1.743  (m)            5.72   (f) ADJ UNCH    2 2
 AG0011
 AG0011.Superseded values are not recommended for survey control.
 AG0011
 AG0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0011.See file dsdata.pdf to determine how the superseded data were derived.
 AG0011
 AG0011_MARKER: DD = SURVEY DISK
 AG0011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0011_SP_SET: INLET
 AG0011_STAMPING: 126
 AG0011_MARK LOGO: FLHD
 AG0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0011+STABILITY: SURFACE MOTION
 AG0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0011+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 AG0011
 AG0011  HISTORY     - Date     Condition        Report By
 AG0011  HISTORY     - UNK      MONUMENTED       FLHD
 AG0011  HISTORY     - 1975     GOOD             FLDT
 AG0011  HISTORY     - 1978     GOOD             FL-103
 AG0011  HISTORY     - 1991     GOOD             USPSQD
 AG0011  HISTORY     - 19990202 GOOD             USPSQD
 AG0011  HISTORY     - 20010216 GOOD             USPSQD
 AG0011  HISTORY     - 20061212 GOOD             USPSQD
 AG0011  HISTORY     - 20081009 GOOD             PINCPW
 AG0011
 AG0011                          STATION DESCRIPTION
 AG0011
 AG0011'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0011'AT ST PETERSBURG BCH.
 AG0011'TO REACH STATION FROM THE INTERSECTION OF S.R. 690 (75TH AVE.)
 AG0011'AND GULF BLVD. (S.R. 699 5TH STREET), RUN SOUTHERLY ALONG
 AG0011'GULF BLVD. FOR 0.6 MILE.  STATION ON RIGHT, 132.0 FT. SE OF THE
 AG0011'NE CORNER OF THE COLONIAL INN MOTEL (6300 GULF BLVD.), 96.5 FT.
 AG0011'SOUTH OF CONCRETE LIGHT POLE (NO NUMBER), 32.5 FT. WEST OF THE
 AG0011'CENTERLINE OF GULF BLVD.  SET IN TOP OF A CONCRETE INLET.
 AG0011'SECTION 1, T32S, R15E.
 AG0011
 AG0011                          STATION RECOVERY (1978)
 AG0011
 AG0011'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG0011'RECOVERED IN GOOD CONDITION.
 AG0011
 AG0011                          STATION RECOVERY (1991)
 AG0011
 AG0011'RECOVERY NOTE BY US POWER SQUADRON 1991 (FW)
 AG0011'RECOVERED IN GOOD CONDITION.
 AG0011
 AG0011                          STATION RECOVERY (1999)
 AG0011
 AG0011'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0011'RECOVERED IN GOOD CONDITION.
 AG0011
 AG0011                          STATION RECOVERY (2001)
 AG0011
 AG0011'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG0011'THE COLONIAL INN MOTEL IS NOW THE TRAVELODGE MOTEL.
 AG0011
 AG0011                          STATION RECOVERY (2006)
 AG0011
 AG0011'RECOVERY NOTE BY US POWER SQUADRON 2006 (RLS)
 AG0011'RECOVERED IN GOOD CONDITION.
 AG0011
 AG0011                          STATION RECOVERY (2008)
 AG0011
 AG0011'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0012 ***********************************************************************
 AG0012  DESIGNATION -  127 FLHD
 AG0012  PID         -  AG0012
 AG0012  STATE/COUNTY-  FL/PINELLAS
 AG0012  COUNTRY     -  US
 AG0012  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0012
 AG0012                         *CURRENT SURVEY CONTROL
 AG0012  ______________________________________________________________________
 AG0012* NAD 83(1986) POSITION- 27 43 45.30   (N) 082 44 34.98   (W)   HD_HELD1
 AG0012* NAVD 88 ORTHO HEIGHT -     1.432 (meters)        4.70  (feet) ADJUSTED
 AG0012  ______________________________________________________________________
 AG0012  GEOID HEIGHT    -        -24.349 (meters)                     GEOID18
 AG0012  DYNAMIC HEIGHT  -          1.430 (meters)        4.69  (feet) COMP
 AG0012  MODELED GRAVITY -    979,172.8   (mgal)                       NAVD 88
 AG0012
 AG0012  VERT ORDER      -  SECOND    CLASS II
 AG0012
 AG0012.The horizontal coordinates were determined by differentially corrected
 AG0012.hand held GPS observations or other comparable positioning techniques
 AG0012.and have an estimated accuracy of +/- 3 meters.
 AG0012
 AG0012.The orthometric height was determined by differential leveling and
 AG0012.adjusted by the NATIONAL GEODETIC SURVEY
 AG0012.in June 1991.
 AG0012
 AG0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0012.GEOID18 height accuracy estimate available here.
 AG0012
 AG0012.Click photographs - Photos may exist for this station.
 AG0012
 AG0012.The dynamic height is computed by dividing the NAVD 88
 AG0012.geopotential number by the normal gravity value computed on the
 AG0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0012.degrees latitude (g = 980.6199 gals.).
 AG0012
 AG0012.The modeled gravity was interpolated from observed gravity values.
 AG0012
 AG0012;                    North         East    Units  Estimated Accuracy
 AG0012;SPC FL W     -   376,428.0     126,733.5     MT  (+/- 3 meters HH1 GPS) 
 AG0012
 AG0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2817768426(NAD 83)
 AG0012
 AG0012                          SUPERSEDED SURVEY CONTROL
 AG0012
 AG0012  NGVD 29 (??/??/92)    1.712  (m)            5.62   (f) ADJ UNCH    2 2
 AG0012
 AG0012.Superseded values are not recommended for survey control.
 AG0012
 AG0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0012.See file dsdata.pdf to determine how the superseded data were derived.
 AG0012
 AG0012_MARKER: DD = SURVEY DISK
 AG0012_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0012_SP_SET: CONCRETE INLET
 AG0012_STAMPING: 127
 AG0012_MARK LOGO: FLSRD
 AG0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0012+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2006
 AG0012
 AG0012  HISTORY     - Date     Condition        Report By
 AG0012  HISTORY     - UNK      MONUMENTED       FLHD
 AG0012  HISTORY     - 1975     GOOD             FLDT
 AG0012  HISTORY     - 1978     GOOD             FL-103
 AG0012  HISTORY     - 19910403 GOOD             USPSQD
 AG0012  HISTORY     - 20000130 GOOD             USPSQD
 AG0012  HISTORY     - 20010216 GOOD             USPSQD
 AG0012  HISTORY     - 20061212 GOOD             USPSQD
 AG0012  HISTORY     - 20081009 GOOD             PINCPW
 AG0012
 AG0012                          STATION DESCRIPTION
 AG0012
 AG0012'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0012'AT ST PETERSBURG BCH.
 AG0012'TO REACH STATION FROM THE INTERSECTION OF S.R. 690 (75TH AVE.)
 AG0012'AND GULF BLVD. (S.R. 699 AND/OR 5TH STREET), RUN SOUTHERLY ALONG
 AG0012'GULF BLVD. FOR 1.05 MILE TO THE INTERSECTION OF 55TH AVE.  STATION
 AG0012'ON LEFT IN THE SOUTHEAST CORNER OF INTERSECTION, 30.0 FT. SOUTH
 AG0012'OF THE CENTERLINE OF 55TH AVE., 37.0 FT. EAST OF THE CENTERLINE
 AG0012'OF GULF BLVD., 6.6 FT. SW OF A 10 INCH PALM TREE.  SET IN TOP
 AG0012'OF A CONCRETE INLET.  SECTION 6, T 32 S, R 16 E.
 AG0012
 AG0012                          STATION RECOVERY (1978)
 AG0012
 AG0012'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG0012'RECOVERED IN GOOD CONDITION.
 AG0012
 AG0012                          STATION RECOVERY (1991)
 AG0012
 AG0012'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD)
 AG0012'RECOVERED IN GOOD CONDITION.
 AG0012
 AG0012                          STATION RECOVERY (2000)
 AG0012
 AG0012'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0012'RECOVERED IN GOOD CONDITION.
 AG0012
 AG0012                          STATION RECOVERY (2001)
 AG0012
 AG0012'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG0012'RECOVERED IN GOOD CONDITION.
 AG0012
 AG0012                          STATION RECOVERY (2006)
 AG0012
 AG0012'RECOVERY NOTE BY US POWER SQUADRON 2006 (RLS)
 AG0012'RECOVERED IN GOOD CONDITION.
 AG0012
 AG0012                          STATION RECOVERY (2008)
 AG0012
 AG0012'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH7086 ***********************************************************************
 DH7086  DESIGNATION -  127 Z
 DH7086  PID         -  DH7086
 DH7086  STATE/COUNTY-  FL/NASSAU
 DH7086  COUNTRY     -  US
 DH7086  USGS QUAD   -  HILLIARD (2018)
 DH7086
 DH7086                         *CURRENT SURVEY CONTROL
 DH7086  ______________________________________________________________________
 DH7086* NAD 83(1986) POSITION- 30 38 07.     (N) 081 57 28.     (W)   SCALED
 DH7086* NAVD 88 ORTHO HEIGHT -    28.285 (meters)       92.80  (feet) ADJUSTED
 DH7086  ______________________________________________________________________
 DH7086  GEOID HEIGHT    -        -28.272 (meters)                     GEOID18
 DH7086  DYNAMIC HEIGHT  -         28.249 (meters)       92.68  (feet) COMP
 DH7086  MODELED GRAVITY -    979,375.8   (mgal)                       NAVD 88
 DH7086
 DH7086  VERT ORDER      -  SECOND    CLASS I
 DH7086
 DH7086.The horizontal coordinates were scaled from a map and have
 DH7086.an estimated accuracy of +/- 6 seconds.
 DH7086
 DH7086.The orthometric height was determined by differential leveling and
 DH7086.adjusted by the NATIONAL GEODETIC SURVEY
 DH7086.in January 2006.
 DH7086
 DH7086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7086.GEOID18 height accuracy estimate available here.
 DH7086
 DH7086.Click photographs - Photos may exist for this station.
 DH7086
 DH7086.The dynamic height is computed by dividing the NAVD 88
 DH7086.geopotential number by the normal gravity value computed on the
 DH7086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7086.degrees latitude (g = 980.6199 gals.).
 DH7086
 DH7086.The modeled gravity was interpolated from observed gravity values.
 DH7086
 DH7086;                    North         East    Units  Estimated Accuracy
 DH7086;SPC FL E     -   698,680.      108,190.      MT  (+/- 180 meters Scaled)
 DH7086
 DH7086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP082895(NAD 83)
 DH7086
 DH7086                          SUPERSEDED SURVEY CONTROL
 DH7086
 DH7086.No superseded survey control is available for this station.
 DH7086
 DH7086_MARKER: DD = SURVEY DISK
 DH7086_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH7086+WITH SETTING: INFORMATION.
 DH7086_STAMPING: 127 Z GPS MON
 DH7086_MARK LOGO: NGS
 DH7086_PROJECTION: FLUSH
 DH7086_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH7086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH7086+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2004
 DH7086
 DH7086  HISTORY     - Date     Condition        Report By
 DH7086  HISTORY     - 20000102 MONUMENTED       NGS
 DH7086  HISTORY     - 20040106 GOOD             FLDEP
 DH7086
 DH7086                          STATION DESCRIPTION
 DH7086
 DH7086'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DH7086'THE MARK IS ABOUT 5.2 MI SOUTHWEST OF HILLIARD, IN SECTION 36,
 DH7086'TOWNSHIP 3 NORTH, RANGE 23  EAST.
 DH7086'
 DH7086'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1, 23, 301 (KINGS
 DH7086'ROAD) AND COUNTY  ROAD 108 (SECOND STREET) IN HILLIARD, GO
 DH7086'SOUTHWESTERLY ON COUNTY ROAD 108 (SECOND  STREET) FOR 1.0 MI TO THE
 DH7086'JUNCTION OF COUNTY ROAD C-115 ON THE RIGHT, CONTINUE SOUTH ON  COUNTY
 DH7086'ROAD 108 FOR 4.25 MI TO THE MARK ON THE LEFT, A DISK ATTACHED TO A ROD
 DH7086'IN  CONCRETE INSIDE A 5-INCH LOGO CAP FLUSH WITH THE GROUND AND LEVEL
 DH7086'WITH COUNTY ROAD  108.
 DH7086'
 DH7086'LOCATED 91.5 FT EAST-SOUTHEAST OF AND ACROSS COUNTY ROAD FROM SURVEY
 DH7086'MARK NASSAU-34,  45.6 FT SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD
 DH7086'108, 29.0 FT SOUTH OF THE SOUTHEAST  END OF A 24-INCH CULVERT UNDER
 DH7086'CR-108, 5.7 FT NORTHWEST OF A HOGWIRE FENCE, 5.5 FT  NORTHWEST OF A
 DH7086'CARSONITE WITNESS POST AND 5.0 FT NORTHWEST OF A RIGHT-OF-WAY MARKER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3180 ***********************************************************************
 DR3180  DESIGNATION -  12796
 DR3180  PID         -  DR3180
 DR3180  STATE/COUNTY-  FL/WAKULLA
 DR3180  COUNTRY     -  US
 DR3180  USGS QUAD   -  SPRING CREEK (2018)
 DR3180
 DR3180                         *CURRENT SURVEY CONTROL
 DR3180  ______________________________________________________________________
 DR3180* NAD 83(1986) POSITION- 30 07 11.49   (N) 084 18 42.91   (W)   HD_HELD1
 DR3180* NAVD 88 ORTHO HEIGHT -     7.504 (meters)       24.62  (feet) ADJUSTED
 DR3180  ______________________________________________________________________
 DR3180  GEOID HEIGHT    -        -27.527 (meters)                     GEOID18
 DR3180  DYNAMIC HEIGHT  -          7.494 (meters)       24.59  (feet) COMP
 DR3180  MODELED GRAVITY -    979,327.5   (mgal)                       NAVD 88
 DR3180
 DR3180  VERT ORDER      -  FIRST     CLASS II
 DR3180
 DR3180.The horizontal coordinates were determined by differentially corrected
 DR3180.hand held GPS observations or other comparable positioning techniques
 DR3180.and have an estimated accuracy of +/- 3 meters.
 DR3180
 DR3180.The orthometric height was determined by differential leveling and
 DR3180.adjusted by the NATIONAL GEODETIC SURVEY
 DR3180.in March 2020.
 DR3180
 DR3180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3180.GEOID18 height accuracy estimate available here.
 DR3180
 DR3180.Click photographs - Photos may exist for this station.
 DR3180
 DR3180.The dynamic height is computed by dividing the NAVD 88
 DR3180.geopotential number by the normal gravity value computed on the
 DR3180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3180.degrees latitude (g = 980.6199 gals.).
 DR3180
 DR3180.The modeled gravity was interpolated from observed gravity values.
 DR3180
 DR3180;                    North         East    Units  Estimated Accuracy
 DR3180;SPC FL N     -   124,148.2     618,124.4     MT  (+/- 3 meters HH1 GPS) 
 DR3180
 DR3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5899435116(NAD 83)
 DR3180
 DR3180                          SUPERSEDED SURVEY CONTROL
 DR3180
 DR3180.No superseded survey control is available for this station.
 DR3180
 DR3180_MARKER: DD = SURVEY DISK
 DR3180_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR3180_SP_SET: WELL PAD BASE
 DR3180_STAMPING: NWFWMD 12796
 DR3180_MARK LOGO: AANDKS
 DR3180_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3180+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2018
 DR3180
 DR3180  HISTORY     - Date     Condition        Report By
 DR3180  HISTORY     - 2017     MONUMENTED       NWFWMD
 DR3180  HISTORY     - 20180625 GOOD             FLDEP
 DR3180
 DR3180                          STATION DESCRIPTION
 DR3180
 DR3180'DESCRIBED BY FL DEPT OF ENV PRO 2018 (BPJ)
 DR3180'THE MARK IS ABOUT 6.9 MI (11.1 KM) WEST-SOUTHWEST OF SAINT MARKS, 5.4
 DR3180'MI (8.7 KM) SOUTHEAST OF CRAWFORDVILLE, 2.9 MI (4.6 KM)
 DR3180'NORTH-NORTHEAST OF SPRING CREEK, IN LOT 38 OF THE HARTSFIELD SURVEY,
 DR3180'TO OBTAIN THE KEY TO THE LOCKED GATE CONTACT ST. MARKS WILDLIFE
 DR3180'REFUGE.
 DR3180'
 DR3180'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND COUNTY
 DR3180'ROAD 365 ABOUT 4.0 MI (6.4 KM) SOUTH OF SHADEVILLE, GO SOUTH ON COUNTY
 DR3180'ROAD 365 FOR 1.3 MI (2.1 KM) TO A LOCKED GATE ON THE LEFT, THE
 DR3180'ENTRANCE TO THE ST. MARKS WILDLIFE REFUGE AND VICKERS DRIVE ALSO KNOWN
 DR3180'AS (ROAD 214), TURN LEFT PASSING THRU THE LOCKED GATE ON VICKERS DRIVE
 DR3180'(ROAD 214) AND GO EAST FOR 0.15 MI (0.2 KM) TO A Y-JUNCTION, BEAR
 DR3180'RIGHT AND GO SOUTHEAST ON WILDLIFE ROAD 216 (TO THE HELICOPTER PAD)
 DR3180'FOR ABOUT 275.0 FT (83.8 M) TO THE WELL AN MARK ON THE RIGHT, SET IN
 DR3180'THE NORTHEAST CORNER OF THE 4.0 FT (1.2 M) SQUARE CONCRETE WELL PAD
 DR3180'LEVEL WITH THE GROUND.
 DR3180'
 DR3180'LOCATED 208.0 FT (63.4 M) WEST OF SURVEY MARK T 500, 102.9 FT (31.4 M)
 DR3180'SOUTHWEST OF SURVEY MARK S 500, 40.8 FT (12.4 M) NORTHWEST OF THE
 DR3180'CENTER OF A LIVE OAK CLUSTER, 40.5 FT (12.3 M) EAST-NORTHEAST OF THE
 DR3180'EDGE OF THE TREE LINE AND 1.0 FT (0.3 M) NORTH-NORTHEAST OF THE CENTER
 DR3180'OF THE WELL COVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0013 ***********************************************************************
 AG0013  DESIGNATION -  128
 AG0013  PID         -  AG0013
 AG0013  STATE/COUNTY-  FL/PINELLAS
 AG0013  COUNTRY     -  US
 AG0013  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0013
 AG0013                         *CURRENT SURVEY CONTROL
 AG0013  ______________________________________________________________________
 AG0013* NAD 83(1986) POSITION- 27 43 07.     (N) 082 44 23.     (W)   SCALED
 AG0013* NAVD 88 ORTHO HEIGHT -     1.129 (meters)        3.70  (feet) ADJUSTED
 AG0013  ______________________________________________________________________
 AG0013  GEOID HEIGHT    -        -24.348 (meters)                     GEOID18
 AG0013  DYNAMIC HEIGHT  -          1.127 (meters)        3.70  (feet) COMP
 AG0013  MODELED GRAVITY -    979,171.6   (mgal)                       NAVD 88
 AG0013
 AG0013  VERT ORDER      -  SECOND    CLASS II
 AG0013
 AG0013.The horizontal coordinates were scaled from a map and have
 AG0013.an estimated accuracy of +/- 6 seconds.
 AG0013
 AG0013.The orthometric height was determined by differential leveling and
 AG0013.adjusted by the NATIONAL GEODETIC SURVEY
 AG0013.in June 1991.
 AG0013
 AG0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0013.GEOID18 height accuracy estimate available here.
 AG0013
 AG0013.Click photographs - Photos may exist for this station.
 AG0013
 AG0013.The dynamic height is computed by dividing the NAVD 88
 AG0013.geopotential number by the normal gravity value computed on the
 AG0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0013.degrees latitude (g = 980.6199 gals.).
 AG0013
 AG0013.The modeled gravity was interpolated from observed gravity values.
 AG0013
 AG0013;                    North         East    Units  Estimated Accuracy
 AG0013;SPC FL W     -   375,250.      127,060.      MT  (+/- 180 meters Scaled)
 AG0013
 AG0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL284672(NAD 83)
 AG0013
 AG0013                          SUPERSEDED SURVEY CONTROL
 AG0013
 AG0013  NGVD 29 (??/??/92)    1.410  (m)            4.63   (f) ADJ UNCH    2 2
 AG0013
 AG0013.Superseded values are not recommended for survey control.
 AG0013
 AG0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0013.See file dsdata.pdf to determine how the superseded data were derived.
 AG0013
 AG0013_MARKER: DD = SURVEY DISK
 AG0013_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0013_SP_SET: INLET
 AG0013_STAMPING: 128
 AG0013_MARK LOGO: FLHD
 AG0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0013+STABILITY: SURFACE MOTION
 AG0013
 AG0013  HISTORY     - Date     Condition        Report By
 AG0013  HISTORY     - UNK      MONUMENTED       FLHD
 AG0013  HISTORY     - 1975     GOOD             FLDT
 AG0013  HISTORY     - 1978     GOOD             FL-103
 AG0013  HISTORY     - 1991     GOOD             USPSQD
 AG0013  HISTORY     - 19990202 GOOD             USPSQD
 AG0013  HISTORY     - 20000130 GOOD             USPSQD
 AG0013  HISTORY     - 20010302 MARK NOT FOUND   USPSQD
 AG0013
 AG0013                          STATION DESCRIPTION
 AG0013
 AG0013'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0013'AT ST PETERSBURG BCH.
 AG0013'TO REACH STATION FROM THE INTERSECTION OF S.R. 690 (75TH AVE.)
 AG0013'AND GULF BLVD. (S.R. 699 5TH STREET), RUN SOUTHERLY ALONG
 AG0013'GULF BLVD. FOR 1.8 MILE.  STATION ON LEFT, 87.5 FT. NORTH OF
 AG0013'44TH AVE., 37.0 FT. EAST OF THE CENTERLINE OF GULF BLVD., 63.6 FT.
 AG0013'SOUTH OF A CONCRETE POWER AND LIGHT POLE, NUMBER 63447-R.  SET
 AG0013'IN TOP OF A CONCRETE INLET.  SECTION 7, T32S, R16E.
 AG0013
 AG0013                          STATION RECOVERY (1978)
 AG0013
 AG0013'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG0013'RECOVERED IN GOOD CONDITION.
 AG0013
 AG0013                          STATION RECOVERY (1991)
 AG0013
 AG0013'RECOVERY NOTE BY US POWER SQUADRON 1991 (WBL)
 AG0013'RECOVERED IN GOOD CONDITION.
 AG0013
 AG0013                          STATION RECOVERY (1999)
 AG0013
 AG0013'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0013'RECOVERED IN GOOD CONDITION.
 AG0013
 AG0013                          STATION RECOVERY (2000)
 AG0013
 AG0013'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0013'RECOVERED IN GOOD CONDITION.
 AG0013
 AG0013                          STATION RECOVERY (2001)
 AG0013
 AG0013'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG0013'NEW CONCRETE HAS BEEN LAID IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1865 ***********************************************************************
 DL1865  DESIGNATION -  128
 DL1865  PID         -  DL1865
 DL1865  STATE/COUNTY-  FL/SARASOTA
 DL1865  COUNTRY     -  US
 DL1865  USGS QUAD   -  SARASOTA (2018)
 DL1865
 DL1865                         *CURRENT SURVEY CONTROL
 DL1865  ______________________________________________________________________
 DL1865* NAD 83(1986) POSITION- 27 18 10.     (N) 082 32 33.     (W)   SCALED
 DL1865* NAVD 88 ORTHO HEIGHT -     5.100 (meters)       16.73  (feet) ADJUSTED
 DL1865  ______________________________________________________________________
 DL1865  GEOID HEIGHT    -        -24.313 (meters)                     GEOID18
 DL1865  DYNAMIC HEIGHT  -          5.093 (meters)       16.71  (feet) COMP
 DL1865  MODELED GRAVITY -    979,129.5   (mgal)                       NAVD 88
 DL1865
 DL1865  VERT ORDER      -  FIRST     CLASS II
 DL1865
 DL1865.The horizontal coordinates were scaled from a map and have
 DL1865.an estimated accuracy of +/- 6 seconds.
 DL1865
 DL1865.The orthometric height was determined by differential leveling and
 DL1865.adjusted by the NATIONAL GEODETIC SURVEY
 DL1865.in July 2009.
 DL1865
 DL1865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1865.GEOID18 height accuracy estimate available here.
 DL1865
 DL1865.Click photographs - Photos may exist for this station.
 DL1865
 DL1865.The dynamic height is computed by dividing the NAVD 88
 DL1865.geopotential number by the normal gravity value computed on the
 DL1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1865.degrees latitude (g = 980.6199 gals.).
 DL1865
 DL1865.The modeled gravity was interpolated from observed gravity values.
 DL1865
 DL1865;                    North         East    Units  Estimated Accuracy
 DL1865;SPC FL W     -   329,070.      146,300.      MT  (+/- 180 meters Scaled)
 DL1865
 DL1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL473209(NAD 83)
 DL1865
 DL1865                          SUPERSEDED SURVEY CONTROL
 DL1865
 DL1865.No superseded survey control is available for this station.
 DL1865
 DL1865_MARKER: DD = SURVEY DISK
 DL1865_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL1865_SP_SET: BRIDGE GUARDRAIL
 DL1865_STAMPING: 128
 DL1865_MARK LOGO: FLSRD
 DL1865_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1865+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 DL1865
 DL1865  HISTORY     - Date     Condition        Report By
 DL1865  HISTORY     - UNK      MONUMENTED       FLSRD
 DL1865  HISTORY     - 20071010 GOOD             FLDEP
 DL1865
 DL1865                          STATION DESCRIPTION
 DL1865
 DL1865'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL1865'THE MARK IS IN SIESTA KEY SARASOTA, AT THE NORTHWEST CORNER OF SIESTA
 DL1865'DRIVE AND FLAMINGO AVENUE, IN SECTION 31, TOWNSHIP 36 SOUTH, RANGE 17
 DL1865'EAST.
 DL1865'
 DL1865'TO REACH THE MARK FROM THE INTERSECTION OF FRUITVILLE ROAD (STATE
 DL1865'HIGHWAY 780) AND SOUTH WASHINGTON BOULEVARD (U.S. HIGHWAY 301) IN
 DL1865'SARASOTA, GO SOUTH ON SOUTH WASHINGTON BOULEVARD FOR 0.65 MI (1.0 KM)
 DL1865'TO THE JUNCTION OF NORTH U.S. HIGHWAY 41, (MOUND STREET, TAMIAMI
 DL1865'TRAIL), CONTINUE SOUTH ON SOUTH TAMIAMI TRAIL (U.S. HIGHWAY 301, U.S.
 DL1865'HIGHWAY 41) FOR 2.75 MI (0.1 KM) TO THE INTERSECTION OF SIESTA DRIVE,
 DL1865'TURN LEFT ON SIESTA DRIVE AND GO WEST FOR 0.8 MI (0.2 KM) TO THE EAST
 DL1865'END OF THE BRIDGE AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF
 DL1865'THE NORTHEAST BRIDGE GUARDRAIL AND ABOUT 3.0 FT (0.9 M) ABOVE THE
 DL1865'LEVEL OF SIESTA DRIVE.
 DL1865'
 DL1865'LOCATED 16.5 FT (5.0 M) NORTH-NORTHEAST OF THE CENTERLINE OF SIESTA
 DL1865'DRIVE AND 3.8 FT (1.2 M) WEST OF THE EAST END OF THE GUARDRAIL.
 DL1865'
 DL1865'NOTE--THE LAST NUMBER HAS BEEN STAMPED OVER AND OVER AND THE PHOTO IS
 DL1865'NOT REALLY CLEAR WHETHER IT SHOULD BE A 3 OR 8. IT WAS DECIDED TO HAVE
 DL1865'THE DESIGINATION AS 128.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5246 ***********************************************************************
 AB5246  DESIGNATION -  1289 15
 AB5246  PID         -  AB5246
 AB5246  STATE/COUNTY-  FL/LAKE
 AB5246  COUNTRY     -  US
 AB5246  USGS QUAD   -  ASTATULA (2018)
 AB5246
 AB5246                         *CURRENT SURVEY CONTROL
 AB5246  ______________________________________________________________________
 AB5246* NAD 83(1986) POSITION- 28 42 36.     (N) 081 43 24.     (W)   SCALED
 AB5246* NAVD 88 ORTHO HEIGHT -    28.805 (meters)       94.50  (feet) ADJUSTED
 AB5246  ______________________________________________________________________
 AB5246  GEOID HEIGHT    -        -27.356 (meters)                     GEOID18
 AB5246  DYNAMIC HEIGHT  -         28.764 (meters)       94.37  (feet) COMP
 AB5246  MODELED GRAVITY -    979,228.3   (mgal)                       NAVD 88
 AB5246
 AB5246  VERT ORDER      -  SECOND    CLASS I
 AB5246
 AB5246.The horizontal coordinates were scaled from a map and have
 AB5246.an estimated accuracy of +/- 6 seconds.
 AB5246
 AB5246.The orthometric height was determined by differential leveling and
 AB5246.adjusted by the NATIONAL GEODETIC SURVEY
 AB5246.in September 1996.
 AB5246
 AB5246.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5246.GEOID18 height accuracy estimate available here.
 AB5246
 AB5246.Click photographs - Photos may exist for this station.
 AB5246
 AB5246.The dynamic height is computed by dividing the NAVD 88
 AB5246.geopotential number by the normal gravity value computed on the
 AB5246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5246.degrees latitude (g = 980.6199 gals.).
 AB5246
 AB5246.The modeled gravity was interpolated from observed gravity values.
 AB5246
 AB5246;                    North         East    Units  Estimated Accuracy
 AB5246;SPC FL E     -   485,110.      129,330.      MT  (+/- 180 meters Scaled)
 AB5246
 AB5246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM293760(NAD 83)
 AB5246
 AB5246                          SUPERSEDED SURVEY CONTROL
 AB5246
 AB5246.No superseded survey control is available for this station.
 AB5246
 AB5246_MARKER: DD = SURVEY DISK
 AB5246_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5246_SP_SET: HEADWALL
 AB5246_STAMPING: BM 1289-15
 AB5246_MARK LOGO: NONE
 AB5246_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5246+STABILITY: SURFACE MOTION
 AB5246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5246+SATELLITE: SATELLITE OBSERVATIONS - June 15, 1994
 AB5246
 AB5246  HISTORY     - Date     Condition        Report By
 AB5246  HISTORY     - UNK      MONUMENTED       LOCENG
 AB5246  HISTORY     - 19940615 GOOD             NGS
 AB5246
 AB5246                          STATION DESCRIPTION
 AB5246
 AB5246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AB5246'THE MARK IS ABOUT 0.6 MI (1.0 KM) EAST OF ASTATULA IN SECTION 28,
 AB5246'TOWNSHIP 20 SOUTH, RANGE 26 EAST.  TO REACH THE MARK FROM THE JUNCTION
 AB5246'OF FLORIDA AVENUE ON THE LEFT, COUNTY ROAD 48 ON THE RIGHT AND COUNTY
 AB5246'ROAD 561 IN ASTATULA, GO EAST ON COUNTY ROAD 48 FOR 0.6 MI (1.0 KM) TO
 AB5246'THE ASTATULA ESTATES TRAILER PARK ON THE LEFT AND THE MARK ON THE
 AB5246'LEFT, SET IN THE TOP OF THE CONCRETE HEADWALL ABOUT 0.5 FT (15.2 CM)
 AB5246'BELOW THE LEVEL OF COUNTY ROAD 48, 42.4 FT (12.9 M) SOUTHWEST OF THE
 AB5246'EAST END OF THE BRICK ESTATES SIGN, 40.5 FT (12.3 M) SOUTH OF THE
 AB5246'NORTH END OF THE BRICK ESTATES SIGN, 35.8 FT (10.9 M) NORTH OF THE
 AB5246'APPROXIMATE CENTERLINE OF COUNTY ROAD 48, 31.5 FT (9.6 M) EAST OF THE
 AB5246'APPROXIMATE CENTERLINE OF THE ENTRANCE DRIVEWAY TO THE TRAILER PARK,
 AB5246'6.0 FT (1.8 M) NORTH OF THE SOUTH END OF THE CONCRETE HEADWALL AND 6.0
 AB5246'FT (1.8 M) SOUTH OF THE NORTH END OF THE CONCRETE HEADWALL.  NOTE THE
 AB5246'2-INCH ALUMINUM DISK IS PROJECTING ABOUT 1/2-INCH ABOVE THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0014 ***********************************************************************
 AG0014  DESIGNATION -  129
 AG0014  PID         -  AG0014
 AG0014  STATE/COUNTY-  FL/PINELLAS
 AG0014  COUNTRY     -  US
 AG0014  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0014
 AG0014                         *CURRENT SURVEY CONTROL
 AG0014  ______________________________________________________________________
 AG0014* NAD 83(1986) POSITION- 27 42 55.     (N) 082 44 17.     (W)   SCALED
 AG0014* NAVD 88 ORTHO HEIGHT -     1.154 (meters)        3.79  (feet) ADJUSTED
 AG0014  ______________________________________________________________________
 AG0014  GEOID HEIGHT    -        -24.348 (meters)                     GEOID18
 AG0014  DYNAMIC HEIGHT  -          1.152 (meters)        3.78  (feet) COMP
 AG0014  MODELED GRAVITY -    979,171.2   (mgal)                       NAVD 88
 AG0014
 AG0014  VERT ORDER      -  SECOND    CLASS II
 AG0014
 AG0014.The horizontal coordinates were scaled from a map and have
 AG0014.an estimated accuracy of +/- 6 seconds.
 AG0014
 AG0014.The orthometric height was determined by differential leveling and
 AG0014.adjusted by the NATIONAL GEODETIC SURVEY
 AG0014.in June 1991.
 AG0014
 AG0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0014.GEOID18 height accuracy estimate available here.
 AG0014
 AG0014.Click photographs - Photos may exist for this station.
 AG0014
 AG0014.The dynamic height is computed by dividing the NAVD 88
 AG0014.geopotential number by the normal gravity value computed on the
 AG0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0014.degrees latitude (g = 980.6199 gals.).
 AG0014
 AG0014.The modeled gravity was interpolated from observed gravity values.
 AG0014
 AG0014;                    North         East    Units  Estimated Accuracy
 AG0014;SPC FL W     -   374,880.      127,220.      MT  (+/- 180 meters Scaled)
 AG0014
 AG0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL286668(NAD 83)
 AG0014
 AG0014                          SUPERSEDED SURVEY CONTROL
 AG0014
 AG0014  NGVD 29 (??/??/92)    1.436  (m)            4.71   (f) ADJ UNCH    2 2
 AG0014
 AG0014.Superseded values are not recommended for survey control.
 AG0014
 AG0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0014.See file dsdata.pdf to determine how the superseded data were derived.
 AG0014
 AG0014_MARKER: DD = SURVEY DISK
 AG0014_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0014_SP_SET: INLET
 AG0014_STAMPING: 129
 AG0014_MARK LOGO: FLHD
 AG0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0014+STABILITY: SURFACE MOTION
 AG0014
 AG0014  HISTORY     - Date     Condition        Report By
 AG0014  HISTORY     - UNK      MONUMENTED       FLHD
 AG0014  HISTORY     - 1975     GOOD             FLDT
 AG0014  HISTORY     - 1978     GOOD             FL-103
 AG0014  HISTORY     - 19910403 MARK NOT FOUND   USPSQD
 AG0014  HISTORY     - 19990202 GOOD             USPSQD
 AG0014  HISTORY     - 20000130 GOOD             USPSQD
 AG0014  HISTORY     - 20010302 MARK NOT FOUND   USPSQD
 AG0014
 AG0014                          STATION DESCRIPTION
 AG0014
 AG0014'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0014'AT ST PETERSBURG BCH.
 AG0014'TO REACH STATION FROM THE INTERSECTION OF S.R. 690 (75TH AVE.)
 AG0014'AND GULF BLVD. (S.R. 699 5TH STREET), RUN SOUTHERLY ALONG
 AG0014'GULF BLVD. FOR 2.05 MILE.  STATION ON LEFT, 35.5 FT. EAST OF
 AG0014'THE CENTERLINE OF GULF BLVD., 39.5 FT. N/NW OF THE NW CORNER
 AG0014'OF CONCRETE BLOCK BUILDING (3851 GULF BLVD.), 13.4 FT. NORTH
 AG0014'OF A POWER AND LIGHT POLE (NO NUMBER).  SET IN TOP OF A CONCRETE
 AG0014'INLET.  SECTION 7, T32S, R16E.
 AG0014
 AG0014                          STATION RECOVERY (1978)
 AG0014
 AG0014'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG0014'RECOVERED IN GOOD CONDITION.
 AG0014
 AG0014                          STATION RECOVERY (1991)
 AG0014
 AG0014'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD)
 AG0014'MARK NOT FOUND.
 AG0014
 AG0014                          STATION RECOVERY (1999)
 AG0014
 AG0014'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0014'RECOVERED IN GOOD CONDITION.
 AG0014
 AG0014                          STATION RECOVERY (2000)
 AG0014
 AG0014'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0014'RECOVERED IN GOOD CONDITION.
 AG0014
 AG0014                          STATION RECOVERY (2001)
 AG0014
 AG0014'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG0014'NEW CONCRETE HAS BEEN LAID IN THIS AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5247 ***********************************************************************
 AB5247  DESIGNATION -  1290 15
 AB5247  PID         -  AB5247
 AB5247  STATE/COUNTY-  FL/LAKE
 AB5247  COUNTRY     -  US
 AB5247  USGS QUAD   -  ASTATULA (2018)
 AB5247
 AB5247                         *CURRENT SURVEY CONTROL
 AB5247  ______________________________________________________________________
 AB5247* NAD 83(1986) POSITION- 28 42 38.     (N) 081 43 59.     (W)   SCALED
 AB5247* NAVD 88 ORTHO HEIGHT -    27.328 (meters)       89.66  (feet) ADJUSTED
 AB5247  ______________________________________________________________________
 AB5247  GEOID HEIGHT    -        -27.354 (meters)                     GEOID18
 AB5247  DYNAMIC HEIGHT  -         27.289 (meters)       89.53  (feet) COMP
 AB5247  MODELED GRAVITY -    979,227.2   (mgal)                       NAVD 88
 AB5247
 AB5247  VERT ORDER      -  FIRST     CLASS II
 AB5247
 AB5247.The horizontal coordinates were scaled from a map and have
 AB5247.an estimated accuracy of +/- 6 seconds.
 AB5247
 AB5247.The orthometric height was determined by differential leveling and
 AB5247.adjusted by the NATIONAL GEODETIC SURVEY
 AB5247.in September 1996.
 AB5247
 AB5247.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5247.GEOID18 height accuracy estimate available here.
 AB5247
 AB5247.Click photographs - Photos may exist for this station.
 AB5247
 AB5247.The dynamic height is computed by dividing the NAVD 88
 AB5247.geopotential number by the normal gravity value computed on the
 AB5247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5247.degrees latitude (g = 980.6199 gals.).
 AB5247
 AB5247.The modeled gravity was interpolated from observed gravity values.
 AB5247
 AB5247;                    North         East    Units  Estimated Accuracy
 AB5247;SPC FL E     -   485,170.      128,380.      MT  (+/- 180 meters Scaled)
 AB5247
 AB5247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM284761(NAD 83)
 AB5247
 AB5247                          SUPERSEDED SURVEY CONTROL
 AB5247
 AB5247.No superseded survey control is available for this station.
 AB5247
 AB5247_MARKER: DD = SURVEY DISK
 AB5247_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB5247_SP_SET: SIDEWALK
 AB5247_STAMPING: BM 1290 15
 AB5247_MARK LOGO: SJRWMD
 AB5247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5247+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2004
 AB5247
 AB5247  HISTORY     - Date     Condition        Report By
 AB5247  HISTORY     - UNK      MONUMENTED       LOCENG
 AB5247  HISTORY     - 19940615 GOOD             NGS
 AB5247  HISTORY     - 20040623 GOOD             FLDEP
 AB5247
 AB5247                          STATION DESCRIPTION
 AB5247
 AB5247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AB5247'THE MARK IS IN ASTATULA AT THE TOWNHALL AND POLICE DEPARTMENT IN
 AB5247'SECTION 29, TOWNSHIP 20 SOUTH, RANGE 26 EAST.  TO REACH THE MARK FROM
 AB5247'THE JUNCTION OF FLORIDA AVENUE ON THE LEFT, COUNTY ROAD 48 ON THE
 AB5247'RIGHT AND COUNTY ROAD 561 IN ASTATULA, GO NORTH ON COUNTY ROAD 561 FOR
 AB5247'0.05 MI (0.08 KM) TO THE TOWNHHALL AND POLICE DEPARTMENT AND THE MARK
 AB5247'ON THE LEFT, SET IN THE TOP OF THE CONCRETE SIDEWALK ABOUT 1.0 FT (0.3
 AB5247'M) BELOW THE LEVEL OF COUNTY ROAD 561.  LOCATED 47.2 FT (14.4 M) SOUTH
 AB5247'OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 561, 24.2 FT (7.4 M)
 AB5247'SOUTH-SOUOTHEAST OF THE NORTHEAST CORNER OF THE TOWNHALL POLICE
 AB5247'DEPARTMENT BUILDING, 2.5 FT (0.8 M) NORTH-NORTHEAST OF THE SOUTHEAST
 AB5247'CORNER OF THE TOWNHALL POLICE DEPARTMENT BUILDING AND 0.9 FT (27.4 CM)
 AB5247'EAST OF THE EAST FACE OF THE TOWNHALL POLICE DEPARTMENT BUILDING.
 AB5247'NOTE THE 2-INCH ALUMINUM DISK IS PROJECTING ABOUT 1/2-INCH ABOVE THE
 AB5247'SIDEWALK.
 AB5247
 AB5247                          STATION RECOVERY (2004)
 AB5247
 AB5247'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AB5247'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1635 ***********************************************************************
 AK1635  DESIGNATION -  13
 AK1635  PID         -  AK1635
 AK1635  STATE/COUNTY-  FL/POLK
 AK1635  COUNTRY     -  US
 AK1635  USGS QUAD   -  DAVENPORT (2018)
 AK1635
 AK1635                         *CURRENT SURVEY CONTROL
 AK1635  ______________________________________________________________________
 AK1635* NAD 83(1986) POSITION- 28 09 18.     (N) 081 36 21.     (W)   SCALED
 AK1635* NAVD 88 ORTHO HEIGHT -    44.149 (meters)      144.85  (feet) ADJUSTED
 AK1635  ______________________________________________________________________
 AK1635  GEOID HEIGHT    -        -27.291 (meters)                     GEOID18
 AK1635  DYNAMIC HEIGHT  -         44.083 (meters)      144.63  (feet) COMP
 AK1635  MODELED GRAVITY -    979,150.4   (mgal)                       NAVD 88
 AK1635
 AK1635  VERT ORDER      -  FIRST     CLASS II
 AK1635
 AK1635.The horizontal coordinates were scaled from a map and have
 AK1635.an estimated accuracy of +/- 6 seconds.
 AK1635
 AK1635.The orthometric height was determined by differential leveling and
 AK1635.adjusted by the NATIONAL GEODETIC SURVEY
 AK1635.in June 1991.
 AK1635
 AK1635.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1635.GEOID18 height accuracy estimate available here.
 AK1635
 AK1635.Click photographs - Photos may exist for this station.
 AK1635
 AK1635.The dynamic height is computed by dividing the NAVD 88
 AK1635.geopotential number by the normal gravity value computed on the
 AK1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1635.degrees latitude (g = 980.6199 gals.).
 AK1635
 AK1635.The modeled gravity was interpolated from observed gravity values.
 AK1635
 AK1635;                    North         East    Units  Estimated Accuracy
 AK1635;SPC FL W     -   423,450.      238,710.      MT  (+/- 180 meters Scaled)
 AK1635
 AK1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM405145(NAD 83)
 AK1635
 AK1635                          SUPERSEDED SURVEY CONTROL
 AK1635
 AK1635  NGVD 29 (??/??/92)   44.405  (m)          145.69   (f) ADJ UNCH    1 2
 AK1635
 AK1635.Superseded values are not recommended for survey control.
 AK1635
 AK1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1635.See file dsdata.pdf to determine how the superseded data were derived.
 AK1635
 AK1635_MARKER: Z = SEE DESCRIPTION
 AK1635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1635_SP_SET: FIRE HYDRANT
 AK1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1635
 AK1635  HISTORY     - Date     Condition        Report By
 AK1635  HISTORY     - UNK      MONUMENTED       FLHD
 AK1635  HISTORY     - 1958     GOOD             CGS
 AK1635  HISTORY     - 20030915 MARK NOT FOUND   FL-105
 AK1635  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AK1635
 AK1635                          STATION DESCRIPTION
 AK1635
 AK1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AK1635'0.2 MI S FROM DAVENPORT.
 AK1635'0.25 MILE SOUTH ALONG U.S. HIGHWAYS 17 AND 92 FROM THE ATLANTIC
 AK1635'COAST LINE RAILROAD STATION AT DAVENPORT AT A JUNCTION WITH A
 AK1635'PAVED STREET LEADING EAST, 112 FT. SOUTHEAST OF THE SOUTHEAST
 AK1635'RAIL OF THE ATLANTIC COAST LINE RAILROAD, 47 FT. SOUTHEAST OF
 AK1635'THE CENTER LINE OF THE HIGHWAY, 30.5 FT. NORTH OF THE CENTER
 AK1635'LINE OF THE STREET LEADING EAST, 35 FT. EAST OF A POWER POLE, THE
 AK1635'TOP OF A FIRE HYDRANT WHICH HAS TWO (2) CHISELED MARKS ON IT.
 AK1635'IT IS BELIEVED THAT THESE ARE WHAT IS REFERRED TO AS AN ARROW
 AK1635'IN THE ORIGINAL DESCRIPTION.
 AK1635
 AK1635                          STATION RECOVERY (2003)
 AK1635
 AK1635'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AK1635'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AK1635'DEPARTMENT.
 AK1635
 AK1635                          STATION RECOVERY (2005)
 AK1635
 AK1635'RECOVERY NOTE BY US POWER SQUADRON 2005 (DNM)
 AK1635'NO FIRE HYDRANT WAS FOUND AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2183 ***********************************************************************
 AQ2183  DESIGNATION -  13
 AQ2183  PID         -  AQ2183
 AQ2183  STATE/COUNTY-  FL/FLAGLER
 AQ2183  COUNTRY     -  US
 AQ2183  USGS QUAD   -  BUNNELL (2018)
 AQ2183
 AQ2183                         *CURRENT SURVEY CONTROL
 AQ2183  ______________________________________________________________________
 AQ2183* NAD 83(1990) POSITION- 29 24 58.21462(N) 081 22 15.50293(W)   ADJUSTED
 AQ2183* NAVD 88 ORTHO HEIGHT -     4.    (meters)       13.    (feet) VERTCON3
 AQ2183  ______________________________________________________________________
 AQ2183  GEOID HEIGHT    -        -28.517 (meters)                     GEOID18
 AQ2183  LAPLACE CORR    -          0.09  (seconds)                    DEFLEC18
 AQ2183  HORZ ORDER      -  SECOND
 AQ2183
 AQ2183.The horizontal coordinates were established by classical geodetic methods
 AQ2183.and adjusted by the National Geodetic Survey in May 1991.
 AQ2183
 AQ2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 AQ2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AQ2183
 AQ2183.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2183.GEOID18 height accuracy estimate available here.
 AQ2183
 AQ2183.Click photographs - Photos may exist for this station.
 AQ2183
 AQ2183.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2183
 AQ2183. The following values were computed from the NAD 83(1990) position.
 AQ2183
 AQ2183;                    North         East     Units Scale Factor Converg.
 AQ2183;SPC FL E     -   563,212.604   164,000.522   MT  0.99995716   -0 10 55.9
 AQ2183;SPC FL E     - 1,847,806.68    538,058.38   sFT  0.99995716   -0 10 55.9
 AQ2183;UTM  17      - 3,254,152.420   464,012.805   MT  0.99961598   -0 10 55.9
 AQ2183
 AQ2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2183!SPC FL E     -   1.00000390  x   0.99995716  =   0.99996106
 AQ2183!UTM  17      -   1.00000390  x   0.99961598  =   0.99961988
 AQ2183
 AQ2183:                Primary Azimuth Mark                     Grid Az
 AQ2183:SPC FL E     -  HAW                                      179 15 12.3
 AQ2183:UTM  17      -  HAW                                      179 15 12.3
 AQ2183
 AQ2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN6401254152(NAD 83)
 AQ2183
 AQ2183|---------------------------------------------------------------------|
 AQ2183| PID    Reference Object                     Distance      Geod. Az  |
 AQ2183|                                                           dddmmss.s |
 AQ2183| AQ2182 HAW                                 451.308 METERS 1790416.4 |
 AQ2183| AQ2184 13 FL SRD BM 1977 A PT               17.019 METERS 21022     |
 AQ2183|---------------------------------------------------------------------|
 AQ2183
 AQ2183                          SUPERSEDED SURVEY CONTROL
 AQ2183
 AQ2183  NAD 83(1986)-  29 24 58.22236(N)    081 22 15.51340(W) AD(       ) 2
 AQ2183  NAD 27      -  29 24 57.31242(N)    081 22 16.27041(W) AD(       ) 2
 AQ2183  NGVD 29 (07/19/86)    4.     (m)           13.     (f) VERT ANG       
 AQ2183
 AQ2183.Superseded values are not recommended for survey control.
 AQ2183
 AQ2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2183.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2183
 AQ2183_MARKER: DD = SURVEY DISK
 AQ2183_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AQ2183_SP_SET: BRIDGE ABUTMENT
 AQ2183_STAMPING: 13
 AQ2183_MARK LOGO: FLSRD
 AQ2183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ2183
 AQ2183  HISTORY     - Date     Condition        Report By
 AQ2183  HISTORY     - 1977     MONUMENTED       FLSRD
 AQ2183
 AQ2183                          STATION DESCRIPTION
 AQ2183
 AQ2183'DESCRIBED BY FLORIDA STATEROAD DEPARTMENT 1977 (JLC)
 AQ2183'THE STATION IS ABOUT 9-1/2 MILES SOUTH-SOUTHEAST OF CRESCENT CITY, 8
 AQ2183'MILES SOUTHWEST OF BUNNELL, 1/2 MILE SOUTH OF THE JUNCTION OF STATE
 AQ2183'ROADS S-305 AND S-318, IN THE SOUTHEAST 1/4 SEC. 33, T.13S., R.29E.
 AQ2183'AND IN THE SOUTHEAST ABUTMENT OF A BRIDGE ALONG THE EAST RIGHT-OF-WAY
 AQ2183'OF STATE ROAD S-305.
 AQ2183'
 AQ2183'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 AQ2183'HIGHWAYS 11 AND 100 WHICH IS JUST WEST OF THE POST OFFICE IN BUNNELL,
 AQ2183'GO NORTH ON HIGHWAY 1 FOR 0.4 MILE TO THE JUNCTION OF STATE HIGHWAY
 AQ2183'100.  TURN RIGHT ON HIGHWAY 100, CROSSING BACK OVER HIGHWAY 1 AND GO
 AQ2183'WEST FOR 7.1 MILES TO THE JUNCTION OF STATE ROAD S-305.  TURN LEFT AND
 AQ2183'GO SOUTH ON STATE ROAD S-305 FOR 4.0 MILES TO THE JUNCTION OF STATE
 AQ2183'ROAD S-318.  CONTINUE SOUTH ON STATE ROAD S-305 FOR 0.55 MILE TO A
 AQ2183'BRIDGE AND THE STATION IN THE SOUTHEAST ABUTMENT AS DESCRIBED.
 AQ2183'
 AQ2183'STATION MARK, STAMPED---13---, IS A FLORIDA STATE ROAD DEPARTMENT
 AQ2183'BENCH MARK DISK CEMENTED IN A DRILL HOLE IN THE SOUTHEAST CONCRETE
 AQ2183'BRIDGE ABUTMENT.  IT IS 13.5 FEET EAST OF THE CENTER OF STATE ROAD
 AQ2183'S-305, 4.2 FEET NORTH OF A METAL WITNESS POST, 3.4 FEET WEST OF THE
 AQ2183'TOP OF THE EAST END OF THE ABUTMENT AND 0.5 FOOT EAST OF A STEEL GUARD
 AQ2183'RAIL.
 AQ2183'
 AQ2183'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 1.2 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5814 ***********************************************************************
 DG5814  DESIGNATION -  13 85 A12 R 16
 DG5814  PID         -  DG5814
 DG5814  STATE/COUNTY-  FL/MANATEE
 DG5814  COUNTRY     -  US
 DG5814  USGS QUAD   -  ANNA MARIA (2018)
 DG5814
 DG5814                         *CURRENT SURVEY CONTROL
 DG5814  ______________________________________________________________________
 DG5814* NAD 83(1986) POSITION- 27 30 29.5    (N) 082 43 08.7    (W)   HD_HELD2
 DG5814* NAVD 88 ORTHO HEIGHT -     2.057 (meters)        6.75  (feet) ADJUSTED
 DG5814  ______________________________________________________________________
 DG5814  GEOID HEIGHT    -        -24.339 (meters)                     GEOID18
 DG5814  DYNAMIC HEIGHT  -          2.054 (meters)        6.74  (feet) COMP
 DG5814  MODELED GRAVITY -    979,145.7   (mgal)                       NAVD 88
 DG5814
 DG5814  VERT ORDER      -  SECOND    CLASS I
 DG5814
 DG5814.The horizontal coordinates were established by autonomous hand held GPS
 DG5814.observations and have an estimated accuracy of +/- 10 meters.
 DG5814
 DG5814.The orthometric height was determined by differential leveling and
 DG5814.adjusted by the NATIONAL GEODETIC SURVEY
 DG5814.in August 2004.
 DG5814
 DG5814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5814.GEOID18 height accuracy estimate available here.
 DG5814
 DG5814.Click photographs - Photos may exist for this station.
 DG5814
 DG5814.The dynamic height is computed by dividing the NAVD 88
 DG5814.geopotential number by the normal gravity value computed on the
 DG5814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5814.degrees latitude (g = 980.6199 gals.).
 DG5814
 DG5814.The modeled gravity was interpolated from observed gravity values.
 DG5814
 DG5814;                    North         East    Units  Estimated Accuracy
 DG5814;SPC FL W     -   351,918.      128,954.      MT  (+/- 10 meters HH2 GPS)
 DG5814
 DG5814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3019943901(NAD 83)
 DG5814
 DG5814                          SUPERSEDED SURVEY CONTROL
 DG5814
 DG5814.No superseded survey control is available for this station.
 DG5814
 DG5814_MARKER: DD = SURVEY DISK
 DG5814_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5814_SP_SET: DRIVEWAY
 DG5814_STAMPING: 13 85 A12 R-16
 DG5814_MARK LOGO: FLDNR
 DG5814_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5814+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2002
 DG5814
 DG5814  HISTORY     - Date     Condition        Report By
 DG5814  HISTORY     - 1985     MONUMENTED       FLDNR
 DG5814  HISTORY     - 20020417 GOOD             FLDEP
 DG5814  HISTORY     - 20081121 GOOD             FL-081
 DG5814  HISTORY     - 20130418 GOOD             FL-081
 DG5814  HISTORY     - 20200901 GOOD             FL-081
 DG5814
 DG5814                          STATION DESCRIPTION
 DG5814
 DG5814'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5814'THE MARK IS ON ANNA MARIA ISLAND ABOUT 1.0 MI NORTHWEST OF HOLMES
 DG5814'BEACH, IN SECTION 20,  TOWNSHIP 34 SOUTH, RANGE 16 EAST.
 DG5814'
 DG5814'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 64 (MANATEE
 DG5814'AVENUE-DEAD END OF  STATE ROAD 64) AND GULF DRIVE (STATE ROAD 789) IN
 DG5814'HOLMES BEACH, GO NORTHWEST ON GULF  DRIVE (STATE ROAD 789) FOR 1.1 MI
 DG5814'TO THE MARK ON THE LEFT, SET FLUSH IN THE NORTH END  OF A CONCRETE
 DG5814'DRIVEWAY LEVEL WITH THE GROUND AND ABOUT LEVEL WITH GULF DRIVE.
 DG5814'
 DG5814'LOCATED 32.8 FT NORTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE AT
 DG5814'5614, 11.5 FT  NORTHWEST OF THE APPROXIMATE CENTERLINE OF GULF DRIVE
 DG5814'AND 4.7 FT SOUTHEAST OF THE  SOUTHEAST END OF A GUARDRAIL.
 DG5814
 DG5814                          STATION RECOVERY (2008)
 DG5814
 DG5814'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 DG5814'RECOVERED IN GOOD CONDITION.
 DG5814
 DG5814                          STATION RECOVERY (2013)
 DG5814
 DG5814'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 DG5814'THE BENCH MARK WAS RECOVERED IN THE NORTHEAST CORNER OF THE CONCRETE
 DG5814'DRIVEWAY TO HOUSE NUMBER 5614.
 DG5814
 DG5814                          STATION RECOVERY (2020)
 DG5814
 DG5814'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 DG5814'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG7290 ***********************************************************************
 DG7290  DESIGNATION -  13 92
 DG7290  PID         -  DG7290
 DG7290  STATE/COUNTY-  FL/COLLIER
 DG7290  COUNTRY     -  US
 DG7290  USGS QUAD   -  BELLE MEADE NW (2018)
 DG7290
 DG7290                         *CURRENT SURVEY CONTROL
 DG7290  ______________________________________________________________________
 DG7290* NAD 83(1986) POSITION- 26 13 45.     (N) 081 40 17.     (W)   SCALED
 DG7290* NAVD 88 ORTHO HEIGHT -     3.831 (meters)       12.57  (feet) ADJUSTED
 DG7290  ______________________________________________________________________
 DG7290  GEOID HEIGHT    -        -23.841 (meters)                     GEOID18
 DG7290  DYNAMIC HEIGHT  -          3.824 (meters)       12.55  (feet) COMP
 DG7290  MODELED GRAVITY -    979,045.8   (mgal)                       NAVD 88
 DG7290
 DG7290  VERT ORDER      -  SECOND    CLASS I
 DG7290
 DG7290.The horizontal coordinates were scaled from a map and have
 DG7290.an estimated accuracy of +/- 6 seconds.
 DG7290
 DG7290.The orthometric height was determined by differential leveling and
 DG7290.adjusted by the NATIONAL GEODETIC SURVEY
 DG7290.in March 2005.
 DG7290
 DG7290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7290.GEOID18 height accuracy estimate available here.
 DG7290
 DG7290.Click photographs - Photos may exist for this station.
 DG7290
 DG7290.The dynamic height is computed by dividing the NAVD 88
 DG7290.geopotential number by the normal gravity value computed on the
 DG7290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7290.degrees latitude (g = 980.6199 gals.).
 DG7290
 DG7290.The modeled gravity was interpolated from observed gravity values.
 DG7290
 DG7290;                    North         East    Units  Estimated Accuracy
 DG7290;SPC FL E     -   210,180.      132,920.      MT  (+/- 180 meters Scaled)
 DG7290
 DG7290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK329012(NAD 83)
 DG7290
 DG7290                          SUPERSEDED SURVEY CONTROL
 DG7290
 DG7290.No superseded survey control is available for this station.
 DG7290
 DG7290_MARKER: DD = SURVEY DISK
 DG7290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG7290_SP_SET: CONCRETE LEDGE
 DG7290_STAMPING: 13 92
 DG7290_MARK LOGO: SFLWMD
 DG7290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG7290+STABILITY: SURFACE MOTION
 DG7290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7290+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2013
 DG7290
 DG7290  HISTORY     - Date     Condition        Report By
 DG7290  HISTORY     - UNK      MONUMENTED       SFLWMD
 DG7290  HISTORY     - 20030613 GOOD             FLDEP
 DG7290  HISTORY     - 20040123 GOOD             FLDEP
 DG7290  HISTORY     - 20131107 GOOD             FL-021
 DG7290
 DG7290                          STATION DESCRIPTION
 DG7290
 DG7290'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DG7290'THE MARK IS ABOUT 9.0 MI NORTHEAST OF NAPLES, IN SECTION 2, TOWNSHIP
 DG7290'49 SOUTH, RANGE 26  EAST.
 DG7290'
 DG7290'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 951 (COLLIER
 DG7290'BOULEVARD) AND  COUNTY ROAD 876 (GOLDEN GATE BOULEVARD) ABOUT 8.0 MI
 DG7290'NORTHEAST OF NAPLES, GO EAST ON  GOLDEN GATE BOULEVARD FOR 1.0 MI TO
 DG7290'THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A  CONCRETE LEDGE
 DG7290'ABUTTING THE NORTHWEST CORNER OF A CONCRETE BOX CULVERT ABOUT 1.0 FT
 DG7290'BELOW THE LEVEL OF GOLDEN GATE BOULEVARD.
 DG7290'
 DG7290'LOCATED 40.4 FT NORTH OF THE APPROXIMATE CENTERLINE OF GOLDEN GATE
 DG7290'BOULEVARD, 26.4 FT  NORTHEAST OF POWER POLE NUMBER 112-140, 22.2 FT
 DG7290'WEST OF THE APPROXIMATE CENTER OF A  BOX CULVERT, 17.0 FT NORTH OF A
 DG7290'FLASHING SCHOOL SPEED LIMIT SIGN, 14.1 FT EAST OF THE WEST  END OF A
 DG7290'METAL HAND RAIL AND 13.0 FT EAST OF A CARSONITE WITNESS POST.
 DG7290
 DG7290                          STATION RECOVERY (2004)
 DG7290
 DG7290'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 DG7290'RECOVERED AS DESCRIBED.
 DG7290
 DG7290                          STATION RECOVERY (2013)
 DG7290
 DG7290'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DG7290'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE8605 ***********************************************************************
 DE8605  DESIGNATION -  13 CMP
 DE8605  PID         -  DE8605
 DE8605  STATE/COUNTY-  FL/PUTNAM
 DE8605  COUNTRY     -  US
 DE8605  USGS QUAD   -  CRESCENT CITY (2018)
 DE8605
 DE8605                         *CURRENT SURVEY CONTROL
 DE8605  ______________________________________________________________________
 DE8605* NAD 83(1986) POSITION- 29 27 00.     (N) 081 30 42.     (W)   SCALED
 DE8605* NAVD 88 ORTHO HEIGHT -     2.990 (meters)        9.81  (feet) ADJUSTED
 DE8605  ______________________________________________________________________
 DE8605  GEOID HEIGHT    -        -28.516 (meters)                     GEOID18
 DE8605  DYNAMIC HEIGHT  -          2.986 (meters)        9.80  (feet) COMP
 DE8605  MODELED GRAVITY -    979,274.2   (mgal)                       NAVD 88
 DE8605
 DE8605  VERT ORDER      -  SECOND    CLASS I
 DE8605
 DE8605.The horizontal coordinates were scaled from a map and have
 DE8605.an estimated accuracy of +/- 6 seconds.
 DE8605
 DE8605.The orthometric height was determined by differential leveling and
 DE8605.adjusted by the NATIONAL GEODETIC SURVEY
 DE8605.in September 2003.
 DE8605
 DE8605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8605.GEOID18 height accuracy estimate available here.
 DE8605
 DE8605.Click photographs - Photos may exist for this station.
 DE8605
 DE8605.The dynamic height is computed by dividing the NAVD 88
 DE8605.geopotential number by the normal gravity value computed on the
 DE8605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8605.degrees latitude (g = 980.6199 gals.).
 DE8605
 DE8605.The modeled gravity was interpolated from observed gravity values.
 DE8605
 DE8605;                    North         East    Units  Estimated Accuracy
 DE8605;SPC FL E     -   567,010.      150,360.      MT  (+/- 180 meters Scaled)
 DE8605
 DE8605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN503579(NAD 83)
 DE8605
 DE8605                          SUPERSEDED SURVEY CONTROL
 DE8605
 DE8605.No superseded survey control is available for this station.
 DE8605
 DE8605_MARKER: DD = SURVEY DISK
 DE8605_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE8605_SP_SET: BOX CULVERT
 DE8605_STAMPING: 13 CMP 1969
 DE8605_MARK LOGO: USGS
 DE8605_PROJECTION: FLUSH
 DE8605_MAGNETIC: P = MARKER IS A STEEL PIPE
 DE8605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8605+STABILITY: SURFACE MOTION
 DE8605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8605+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2026
 DE8605
 DE8605  HISTORY     - Date     Condition        Report By
 DE8605  HISTORY     - 1969     MONUMENTED       USGS
 DE8605  HISTORY     - 20010524 GOOD             FLDEP
 DE8605  HISTORY     - 20260227 GOOD             FLDEP
 DE8605
 DE8605                          STATION DESCRIPTION
 DE8605
 DE8605'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DE8605'THE MARK IS IN CRESCENT CITY ABOUT 24.0 MI SOUTHEAST OF PALAKE, 6.0 MI
 DE8605'SOUTHEAST OF
 DE8605'POMONA PARK, IN SECTION 18, TOWNSHIP 12 SOUTH, RANGE 28 EAST.
 DE8605'
 DE8605'TO REACH THE MARK FROM THE INTERSECTION OF CENTER AVENUE AND U.S.
 DE8605'HIGHWAY 17 (SUMMIT STREET) IN CRESCENT CITY, GO NORTH ON U.S. HIGHWAY
 DE8605'17 (SUMMIT STREET) FOR 0.4 MI TO THE POST OFFICE ON THE LEFT, CONTINUE
 DE8605'NORTH ON U.S. HIGHWAY 17 (SUMMIT STREET) FOR 1.0 MI TO THE MARK ON THE
 DE8605'RIGHT, SET IN TOP OF A CONCRETE BOX CULVERT LEVEL WITH THE GROUND AND
 DE8605'ABOUT 6.0 FT BELOW THE LEVEL OF U.S.
 DE8605'
 DE8605'LOCATED 65.7 FT SOUTH OF THE SOUTH ENTRANCE TO A MOTEL (THE SWAMP
 DE8605'RESTAURANT), 50.8 FT NORTH OF THE APPROXIMATE CENTERLINE OF AN ACCESS
 DE8605'ROAD TO A PARKING AREA (FLETCHER PARK), 11.0 FT NORTH OF THE SOUTH END
 DE8605'OF THE BOX CULVERT AND 5.7 FT SOUTH OF THE NORTH END OF THE BOX
 DE8605'CULVERT.
 DE8605
 DE8605                          STATION RECOVERY (2026)
 DE8605
 DE8605'RECOVERY NOTE BY FL DEPT OF ENV PRO 2026 (RXG)
 DE8605'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG6649 ***********************************************************************
 DG6649  DESIGNATION -  13 CMP
 DG6649  PID         -  DG6649
 DG6649  STATE/COUNTY-  FL/BAKER
 DG6649  COUNTRY     -  US
 DG6649  USGS QUAD   -  MAXVILLE (2018)
 DG6649
 DG6649                         *CURRENT SURVEY CONTROL
 DG6649  ______________________________________________________________________
 DG6649* NAD 83(1986) POSITION- 30 13 15.     (N) 082 03 57.     (W)   SCALED
 DG6649* NAVD 88 ORTHO HEIGHT -    54.791 (meters)      179.76  (feet) ADJUSTED
 DG6649  ______________________________________________________________________
 DG6649  GEOID HEIGHT    -        -28.178 (meters)                     GEOID18
 DG6649  DYNAMIC HEIGHT  -         54.719 (meters)      179.52  (feet) COMP
 DG6649  MODELED GRAVITY -    979,335.7   (mgal)                       NAVD 88
 DG6649
 DG6649  VERT ORDER      -  SECOND    CLASS I
 DG6649
 DG6649.The horizontal coordinates were scaled from a map and have
 DG6649.an estimated accuracy of +/- 6 seconds.
 DG6649
 DG6649.The orthometric height was determined by differential leveling and
 DG6649.adjusted by the NATIONAL GEODETIC SURVEY
 DG6649.in June 2005.
 DG6649
 DG6649.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6649.GEOID18 height accuracy estimate available here.
 DG6649
 DG6649.Click photographs - Photos may exist for this station.
 DG6649
 DG6649.The dynamic height is computed by dividing the NAVD 88
 DG6649.geopotential number by the normal gravity value computed on the
 DG6649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6649.degrees latitude (g = 980.6199 gals.).
 DG6649
 DG6649.The modeled gravity was interpolated from observed gravity values.
 DG6649
 DG6649;                    North         East    Units  Estimated Accuracy
 DG6649;SPC FL N     -   137,830.      834,310.      MT  (+/- 180 meters Scaled)
 DG6649
 DG6649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP974437(NAD 83)
 DG6649
 DG6649                          SUPERSEDED SURVEY CONTROL
 DG6649
 DG6649.No superseded survey control is available for this station.
 DG6649
 DG6649_MARKER: DD = SURVEY DISK
 DG6649_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG6649_STAMPING: 13 CMP 1970
 DG6649_MARK LOGO: DI
 DG6649_PROJECTION: PROJECTING 5 CENTIMETERS
 DG6649_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6649_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG6649_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG6649+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2002
 DG6649
 DG6649  HISTORY     - Date     Condition        Report By
 DG6649  HISTORY     - 1970     MONUMENTED       DI
 DG6649  HISTORY     - 20020824 GOOD             FLDEP
 DG6649
 DG6649                          STATION DESCRIPTION
 DG6649
 DG6649'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG6649'THE MARK IS ABOUT 5.3 MI SOUTHEAST OF MACCLENNY, 3.5 MI NORTHWEST OF
 DG6649'MAXVILLE, IN SECTION  24, TOWNSHIP 3 SOUTH, RANGE 22 EAST.
 DG6649'
 DG6649'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 10 AND COUNTY ROAD
 DG6649'228, 1.7 MI  SOUTHEAST OF MACCLENNY, GO SOUTHEAST ON COUNTY ROAD 228
 DG6649'FOR 3.85 MI TO THE JUNCTION OF  A GRAVEL ROAD ON THE LEFT AND THE MARK
 DG6649'ON THE LEFT.  THE MARK CAN ALSO BE REACHED FROM  THE JUNCTION OF
 DG6649'COUNTY ROAD 228 WEST AND U.S. HIGHWAY 301 IN MAXVILLE, GO WEST ON
 DG6649'COUNTY ROAD 228 FOR 3.8 MI TO THE JUNCTION OF A GRAVEL ROAD ON THE
 DG6649'RIGHT AND THE MARK  ON THE RIGHT, SET IN THE TOP OF A 5-INCH SQUARE
 DG6649'CONCRETE POST PROJECTING 0.2 FT ABOVE  THE LEVEL OF THE GROUND AND
 DG6649'ABOUT 0.5 FT BELOW THE LEVEL OF COUNTY ROAD 228.
 DG6649'
 DG6649'LOCATED 51.0 FT EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 228,
 DG6649'18.0 FT  SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A GRAVEL
 DG6649'ROAD, 1.0 FT EAST OF A METAL  WITNESS POST AND 0.7 FT WEST OF A
 DG6649'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9119 ***********************************************************************
 DN9119  DESIGNATION -  13 ES
 DN9119  PID         -  DN9119
 DN9119  STATE/COUNTY-  FL/CITRUS
 DN9119  COUNTRY     -  US
 DN9119  USGS QUAD   -  WAHOO (2018)
 DN9119
 DN9119                         *CURRENT SURVEY CONTROL
 DN9119  ______________________________________________________________________
 DN9119* NAD 83(1986) POSITION- 28 44 38.5    (N) 082 13 12.3    (W)   HD_HELD2
 DN9119* NAVD 88 ORTHO HEIGHT -    13.312 (meters)       43.67  (feet) ADJUSTED
 DN9119  ______________________________________________________________________
 DN9119  GEOID HEIGHT    -        -27.134 (meters)                     GEOID18
 DN9119  DYNAMIC HEIGHT  -         13.294 (meters)       43.62  (feet) COMP
 DN9119  MODELED GRAVITY -    979,222.7   (mgal)                       NAVD 88
 DN9119
 DN9119  VERT ORDER      -  SECOND    CLASS I
 DN9119
 DN9119.The horizontal coordinates were established by autonomous hand held GPS
 DN9119.observations and have an estimated accuracy of +/- 10 meters.
 DN9119
 DN9119.The orthometric height was determined by differential leveling and
 DN9119.adjusted by the NATIONAL GEODETIC SURVEY
 DN9119.in July 2012.
 DN9119
 DN9119.No vertical observational check was made to the station.
 DN9119
 DN9119.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9119.GEOID18 height accuracy estimate available here.
 DN9119
 DN9119.Click photographs - Photos may exist for this station.
 DN9119
 DN9119.The dynamic height is computed by dividing the NAVD 88
 DN9119.geopotential number by the normal gravity value computed on the
 DN9119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9119.degrees latitude (g = 980.6199 gals.).
 DN9119
 DN9119.The modeled gravity was interpolated from observed gravity values.
 DN9119
 DN9119;                    North         East    Units  Estimated Accuracy
 DN9119;SPC FL W     -   488,681.      178,504.      MT  (+/- 10 meters HH2 GPS)
 DN9119
 DN9119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8086780236(NAD 83)
 DN9119
 DN9119                          SUPERSEDED SURVEY CONTROL
 DN9119
 DN9119.No superseded survey control is available for this station.
 DN9119
 DN9119_MARKER: DB = BENCH MARK DISK
 DN9119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9119_STAMPING: 13 ES 1954 45
 DN9119_MARK LOGO: USGS
 DN9119_PROJECTION: FLUSH
 DN9119_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN9119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9119+STABILITY: SURFACE MOTION
 DN9119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9119+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2011
 DN9119
 DN9119  HISTORY     - Date     Condition        Report By
 DN9119  HISTORY     - 1954     MONUMENTED       USGS
 DN9119  HISTORY     - 20110418 GOOD             FLDEP
 DN9119
 DN9119                          STATION DESCRIPTION
 DN9119
 DN9119'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9119'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTHWEST OF BUSHNELL, 7.5 MI (12.1
 DN9119'KM) SOUTH OF RUTLAND, 4.0 MI (6.4 KM) NORTH-NORTHWEST OF WAHOO, IN
 DN9119'SECTION 17, TOWNSHIP 20 SOUTH, RANGE 21 EAST.
 DN9119'
 DN9119'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (SOUTH
 DN9119'FLORIDA AVENUE) AND COUNTY ROAD 48 IN FLORAL CITY, GO EAST AND
 DN9119'SOUTHEAST ON COUNTY ROAD 48 FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF
 DN9119'EAST TRAILS END ROAD ON THE LEFT.  TURN LEFT ON EAST TRAILS END ROAD
 DN9119'AND GO EAST AND NORTH FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF SOUTH
 DN9119'WITHLAPOPKA DRIVE ON THE LEFT.  TURN LEFT ON EAST TRAILS END ROAD AND
 DN9119'GO SOUTH AND EAST FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF EAST WALTON
 DN9119'DRIVE ON THE RIGHT.  CONTINUE SOUTHEAST ON EAST TRAILS END ROAD FOR
 DN9119'0.4 MI (0.6 KM) TO THE TRAILS END FISH CAMP BOAT RAMP ON THE LEFT AND
 DN9119'THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 DN9119'WITH THE GROUND AND LEVEL WITH EAST TRAILS END ROAD.
 DN9119'
 DN9119'LOCATED 154.7 FT (47.2 M) WEST-NORTHWEST OF A STAFF GAUGE, 92.8 FT
 DN9119'(28.3 M) SOUTHWEST OF SURVEY MARK F 0116 B, 15.0 FT (4.6 M) WEST OF A
 DN9119'WOODEN POWER POLE WITH A METER ATTACHED, 8.1 FT (2.5 M) NORTH OF THE
 DN9119'NORTHWEST CORNER OF A FISH CLEANING SHACK AND 2.5 FT (0.8 M) NORTHEAST
 DN9119'OF A 4.0 FT (1.2 M) BY 6.0 FT (1.8 M) PRECAST CONCRETE PLANK.
 DN9119'
 DN9119'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0827 ***********************************************************************
 AQ0827  DESIGNATION -  13 JAS
 AQ0827  PID         -  AQ0827
 AQ0827  STATE/COUNTY-  FL/LAKE
 AQ0827  COUNTRY     -  US
 AQ0827  USGS QUAD   -  ALEXANDER SPRINGS (2018)
 AQ0827
 AQ0827                         *CURRENT SURVEY CONTROL
 AQ0827  ______________________________________________________________________
 AQ0827* NAD 83(1986) POSITION- 29 03 16.6    (N) 081 36 15.2    (W)   HD_HELD2
 AQ0827* NAVD 88 ORTHO HEIGHT -    31.003 (meters)      101.72  (feet) ADJUSTED
 AQ0827  ______________________________________________________________________
 AQ0827  GEOID HEIGHT    -        -28.127 (meters)                     GEOID18
 AQ0827  DYNAMIC HEIGHT  -         30.959 (meters)      101.57  (feet) COMP
 AQ0827  MODELED GRAVITY -    979,228.2   (mgal)                       NAVD 88
 AQ0827
 AQ0827  VERT ORDER      -  FIRST     CLASS II
 AQ0827
 AQ0827.The horizontal coordinates were established by autonomous hand held GPS
 AQ0827.observations and have an estimated accuracy of +/- 10 meters.
 AQ0827
 AQ0827.The orthometric height was determined by differential leveling and
 AQ0827.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0827.in June 1991.
 AQ0827
 AQ0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0827.GEOID18 height accuracy estimate available here.
 AQ0827
 AQ0827.Click photographs - Photos may exist for this station.
 AQ0827
 AQ0827.The dynamic height is computed by dividing the NAVD 88
 AQ0827.geopotential number by the normal gravity value computed on the
 AQ0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0827.degrees latitude (g = 980.6199 gals.).
 AQ0827
 AQ0827.The modeled gravity was interpolated from observed gravity values.
 AQ0827
 AQ0827;                    North         East    Units  Estimated Accuracy
 AQ0827;SPC FL E     -   523,233.      141,159.      MT  (+/- 10 meters HH2 GPS)
 AQ0827
 AQ0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4117914186(NAD 83)
 AQ0827
 AQ0827                          SUPERSEDED SURVEY CONTROL
 AQ0827
 AQ0827  NGVD 29 (??/??/92)   31.326  (m)          102.78   (f) ADJ UNCH    1 2
 AQ0827
 AQ0827.Superseded values are not recommended for survey control.
 AQ0827
 AQ0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0827.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0827
 AQ0827_MARKER: DD = SURVEY DISK
 AQ0827_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ0827_SP_SET: CULVERT HEADWALL
 AQ0827_STAMPING: 13 JAS 1966 103
 AQ0827_MARK LOGO: USGS
 AQ0827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0827+STABILITY: SURFACE MOTION
 AQ0827
 AQ0827  HISTORY     - Date     Condition        Report By
 AQ0827  HISTORY     - 1966     MONUMENTED       USGS
 AQ0827  HISTORY     - 1968     GOOD             CGS
 AQ0827
 AQ0827                          STATION DESCRIPTION
 AQ0827
 AQ0827'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0827'7.6 MI N FROM ALTOONA.
 AQ0827'ABOUT 5.0 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 AQ0827'OF STATE HIGHWAY 42 LEADING EAST AT ALTOONA, THENCE ABOUT 2.65
 AQ0827'MILES EAST AND NORTHEAST ALONG HIGHWAY S 445, ABOUT 0.8 MILE
 AQ0827'NORTHEAST OF A POWER LINE CROSSING, SET IN THE TOP OF THE
 AQ0827'NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 3-FOOT
 AQ0827'CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 21 FEET SOUTHEAST OF THE
 AQ0827'CENTER LINE OF THE HIGHWAY, ABOUT LEVEL WITH THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1588 ***********************************************************************
 BE1588  DESIGNATION -  13 JWM USGS RESET 1979
 BE1588  PID         -  BE1588
 BE1588  STATE/COUNTY-  FL/JACKSON
 BE1588  COUNTRY     -  US
 BE1588  USGS QUAD   -  FAIRCHILD (2017)
 BE1588
 BE1588                         *CURRENT SURVEY CONTROL
 BE1588  ______________________________________________________________________
 BE1588* NAD 83(1986) POSITION- 30 48 15.     (N) 084 59 35.     (W)   SCALED
 BE1588* NAVD 88 ORTHO HEIGHT -    26.00  (+/-2cm)       85.3   (feet) VERTCON3
 BE1588  ______________________________________________________________________
 BE1588  GEOID HEIGHT    -        -28.305 (meters)                     GEOID18
 BE1588  VERT ORDER      -  THIRD (See Below)
 BE1588
 BE1588.The horizontal coordinates were scaled from a map and have
 BE1588.an estimated accuracy of +/- 6 seconds.
 BE1588
 BE1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE1588
 BE1588.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1588.GEOID18 height accuracy estimate available here.
 BE1588
 BE1588.The vertical order pertains to the NGVD 29 superseded value.
 BE1588
 BE1588.Click photographs - Photos may exist for this station.
 BE1588
 BE1588;                    North         East    Units  Estimated Accuracy
 BE1588;SPC FL N     -   200,100.      552,820.      MT  (+/- 180 meters Scaled)
 BE1588
 BE1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV920096(NAD 83)
 BE1588
 BE1588                          SUPERSEDED SURVEY CONTROL
 BE1588
 BE1588  NGVD 29 (01/31/13)   26.13   (m)           85.7    (f) RESET       3  
 BE1588
 BE1588.Superseded values are not recommended for survey control.
 BE1588
 BE1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1588.See file dsdata.pdf to determine how the superseded data were derived.
 BE1588
 BE1588_MARKER: DB = BENCH MARK DISK
 BE1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1588_STAMPING: 13 JWM RESET 1979
 BE1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1588+STABILITY: SURFACE MOTION
 BE1588
 BE1588  HISTORY     - Date     Condition        Report By
 BE1588  HISTORY     - 1979     MONUMENTED       NGS
 BE1588
 BE1588                          STATION DESCRIPTION
 BE1588
 BE1588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BE1588'8.7 MI NORTH FROM GRAND RIDGE.
 BE1588'6.2 MILES NORTH AND NORTHWEST ALONG STATE  HIGHWAY 69 FROM
 BE1588'ITS JUNCTION WITH U.S. HIGHWAY 90 IN GRAND RIDGE, THENCE 2.5 MILES
 BE1588'EAST ALONG MAIN DIRT ROAD TO CROSSROADS, 75.0 FEET SOUTHWEST OF
 BE1588'CENTER OF ROAD JUNCTION, 57.0 FEET SOUTH OF THE CENTER OF THE
 BE1588'EAST-WEST ROAD, 51.5 FEET WEST OF THE CENTER OF THE NORTH-SOUTH
 BE1588'ROAD, AND 1.0 FOOT SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1287 ***********************************************************************
 AG1287  DESIGNATION -  13 V
 AG1287  PID         -  AG1287
 AG1287  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1287  COUNTRY     -  US
 AG1287  USGS QUAD   -  BRANDON (2018)
 AG1287
 AG1287                         *CURRENT SURVEY CONTROL
 AG1287  ______________________________________________________________________
 AG1287* NAD 83(1990) POSITION- 27 56 16.26841(N) 082 18 04.14339(W)   ADJUSTED
 AG1287* NAVD 88 ORTHO HEIGHT -    10.    (meters)       33.    (feet) SCALED
 AG1287  ______________________________________________________________________
 AG1287  GEOID HEIGHT    -        -25.165 (meters)                     GEOID18
 AG1287  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 AG1287  HORZ ORDER      -  THIRD
 AG1287
 AG1287.The horizontal coordinates were established by classical geodetic methods
 AG1287.and adjusted by the National Geodetic Survey in May 1991.
 AG1287
 AG1287.The orthometric height was scaled from a topographic map.
 AG1287
 AG1287.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1287.GEOID18 height accuracy estimate available here.
 AG1287
 AG1287.Click photographs - Photos may exist for this station.
 AG1287
 AG1287.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG1287
 AG1287. The following values were computed from the NAD 83(1990) position.
 AG1287
 AG1287;                    North         East     Units Scale Factor Converg.
 AG1287;SPC FL W     -   399,358.744   170,362.920   MT  0.99995201   -0 08 27.9
 AG1287;SPC FL W     - 1,310,229.48    558,932.35   sFT  0.99995201   -0 08 27.9
 AG1287;UTM  17      - 3,090,999.064   371,988.017   MT  0.99980226   -0 36 34.9
 AG1287
 AG1287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1287!SPC FL W     -   1.00000243  x   0.99995201  =   0.99995444
 AG1287!UTM  17      -   1.00000243  x   0.99980226  =   0.99980469
 AG1287
 AG1287:                Primary Azimuth Mark                     Grid Az
 AG1287:SPC FL W     -  14 V                                     090 26 45.2
 AG1287:UTM  17      -  14 V                                     090 54 52.2
 AG1287
 AG1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7198890999(NAD 83)
 AG1287
 AG1287|---------------------------------------------------------------------|
 AG1287| PID    Reference Object                     Distance      Geod. Az  |
 AG1287|                                                           dddmmss.s |
 AG1287| AG1288 14 V                                APPROX. 1.1 KM 0901817.3 |
 AG1287| AG1296 12 V INT                            188.706 METERS 25126     |
 AG1287| AG1297 12 V                                295.253 METERS 26955     |
 AG1287|---------------------------------------------------------------------|
 AG1287
 AG1287                          SUPERSEDED SURVEY CONTROL
 AG1287
 AG1287  NAD 83(1986)-  27 56 16.28714(N)    082 18 04.16389(W) AD(       ) 3
 AG1287  NAD 27      -  27 56 15.20573(N)    082 18 04.83135(W) AD(       ) 3
 AG1287
 AG1287.Superseded values are not recommended for survey control.
 AG1287
 AG1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1287.See file dsdata.pdf to determine how the superseded data were derived.
 AG1287
 AG1287_MARKER: DE = TRAVERSE STATION DISK
 AG1287_STAMPING: 13 V 1943
 AG1287_MARK LOGO: CGS
 AG1287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1287
 AG1287  HISTORY     - Date     Condition        Report By
 AG1287  HISTORY     - 1943     MONUMENTED       CGS
 AG1287  HISTORY     - 1956     MARK NOT FOUND   CGS
 AG1287  HISTORY     - 1958     MARK NOT FOUND   CGS
 AG1287
 AG1287                          STATION DESCRIPTION
 AG1287
 AG1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 AG1287'STATION AND REFERENCE MARK 2 NOT RECOVERED.  REFERENCE MARK 1
 AG1287'RECOVERED IN GOOD CONDITION.  STATION AND REFERENCE MARK 2
 AG1287'PROBABLY DESTROYED DURING THE RECONSTRUCTION OF THE HIGHWAY.
 AG1287'
 AG1287'REFERENCE MARK 1 IS LOCATED ABOUT 0.6 MI. E ALONG STATE ROAD
 AG1287'60 FROM THE INTERSECTION OF LAKEWOOD DRIVE, 50.3 FT. S OF THE
 AG1287'CENTERLINE OF THE HIGHWAY, 41.4 FT. N OF THE CENTERLINE OF THE
 AG1287'MACADAM ROAD AROUND THE LAKE, 175 FT. SW OF THE INTERSECTION OF
 AG1287'THE CENTERLINES OF THE TWO ROADS, AND 6.0 FT. E OF AN
 AG1287'18-IN. OAK TREE.  A STANDARD REFERENCE-MARK DISK, STAMPED RM 1
 AG1287'V 13 1943 AND SET IN AN 8-IN. SQUARE CONCRETE MONUMENT
 AG1287'PROTRUDING 6 IN. ABOVE THE GROUND.
 AG1287'
 AG1287'REFERENCE MARK 1 IS 158.57 FT. TO TRAVERSE STATION F 49
 AG1287'RESET 1945 AND N 46 DEG E MAGNETIC.
 AG1287'
 AG1287'THIS IS A TRAVERSE STATION.
 AG1287
 AG1287                          STATION RECOVERY (1958)
 AG1287
 AG1287'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AG1287'THIS STATION, REFERENCE MARKS 1 AND 2 WERE SEARCHED FOR BUT NOT
 AG1287'RECOVERED IN JULY, 1958.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1132 ***********************************************************************
 AQ1132  DESIGNATION -  13.225
 AQ1132  PID         -  AQ1132
 AQ1132  STATE/COUNTY-  FL/VOLUSIA
 AQ1132  COUNTRY     -  US
 AQ1132  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1132
 AQ1132                         *CURRENT SURVEY CONTROL
 AQ1132  ______________________________________________________________________
 AQ1132* NAD 83(1986) POSITION- 29 13 38.     (N) 081 00 30.     (W)   SCALED
 AQ1132* NAVD 88 ORTHO HEIGHT -     3.614 (meters)       11.86  (feet) ADJUSTED
 AQ1132  ______________________________________________________________________
 AQ1132  GEOID HEIGHT    -        -28.395 (meters)                     GEOID18
 AQ1132  DYNAMIC HEIGHT  -          3.609 (meters)       11.84  (feet) COMP
 AQ1132  MODELED GRAVITY -    979,280.2   (mgal)                       NAVD 88
 AQ1132
 AQ1132  VERT ORDER      -  FIRST     CLASS I
 AQ1132
 AQ1132.The horizontal coordinates were scaled from a map and have
 AQ1132.an estimated accuracy of +/- 6 seconds.
 AQ1132
 AQ1132.The orthometric height was determined by differential leveling and
 AQ1132.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1132.in June 1991.
 AQ1132
 AQ1132.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1132.GEOID18 height accuracy estimate available here.
 AQ1132
 AQ1132.Click photographs - Photos may exist for this station.
 AQ1132
 AQ1132.The dynamic height is computed by dividing the NAVD 88
 AQ1132.geopotential number by the normal gravity value computed on the
 AQ1132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1132.degrees latitude (g = 980.6199 gals.).
 AQ1132
 AQ1132.The modeled gravity was interpolated from observed gravity values.
 AQ1132
 AQ1132;                    North         East    Units  Estimated Accuracy
 AQ1132;SPC FL E     -   542,210.      199,190.      MT  (+/- 180 meters Scaled)
 AQ1132
 AQ1132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN991331(NAD 83)
 AQ1132
 AQ1132                          SUPERSEDED SURVEY CONTROL
 AQ1132
 AQ1132  NGVD 29 (??/??/92)    3.975  (m)           13.04   (f) ADJ UNCH    1 1
 AQ1132
 AQ1132.Superseded values are not recommended for survey control.
 AQ1132
 AQ1132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1132.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1132
 AQ1132_MARKER: DD = SURVEY DISK
 AQ1132_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1132_SP_SET: SIDEWALK
 AQ1132_STAMPING: 13.225
 AQ1132_MARK LOGO: FL0780
 AQ1132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1132
 AQ1132  HISTORY     - Date     Condition        Report By
 AQ1132  HISTORY     - UNK      MONUMENTED       FL0780
 AQ1132  HISTORY     - 1964     GOOD             CGS
 AQ1132  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AQ1132  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1132  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1132
 AQ1132                          STATION DESCRIPTION
 AQ1132
 AQ1132'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AQ1132'AT DAYTONA BEACH, ALONG N. ATLANTIC AVENUE NEAR THE INTERSECTION OF
 AQ1132'MAIN STREET, 126 FEET NORTHWEST OF THE CENTER OF THE INTERSECTION, 183
 AQ1132'FEET SOUTHEAST OF PENINSULA STATION. POST OFFICE, 17.7 FEET NORTHWEST
 AQ1132'OF A CABLE LINE POLE, 0.5 FOOT SOUTHWEST OF THE SOUTHWEST EDGE OF
 AQ1132'SIDEWALK AND SET IN THE SIDEWALK IN FRONT OF LEWISS CAMERA SHOP AT NO.
 AQ1132'5 N. ATLANTIC AVENUE.
 AQ1132
 AQ1132                          STATION RECOVERY (1987)
 AQ1132
 AQ1132'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AQ1132'MARK NOT FOUND.
 AQ1132
 AQ1132                          STATION RECOVERY (1990)
 AQ1132
 AQ1132'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1132'MARK NOT FOUND.
 AQ1132
 AQ1132                          STATION RECOVERY (2026)
 AQ1132
 AQ1132'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1132'MARK NOT FOUND.  SIDEWALK REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6386 ***********************************************************************
 DR6386  DESIGNATION -  13.38
 DR6386  PID         -  DR6386
 DR6386  STATE/COUNTY-  FL/BAY
 DR6386  COUNTRY     -  US
 DR6386  USGS QUAD   -  BAYHEAD (2018)
 DR6386
 DR6386                         *CURRENT SURVEY CONTROL
 DR6386  ______________________________________________________________________
 DR6386* NAD 83(1986) POSITION- 30 16 12.58   (N) 085 36 29.08   (W)   HD_HELD1
 DR6386* NAVD 88 ORTHO HEIGHT -     3.928 (meters)       12.89  (feet) ADJUSTED
 DR6386  ______________________________________________________________________
 DR6386  GEOID HEIGHT    -        -27.855 (meters)                     GEOID18
 DR6386  DYNAMIC HEIGHT  -          3.923 (meters)       12.87  (feet) COMP
 DR6386  MODELED GRAVITY -    979,326.1   (mgal)                       NAVD 88
 DR6386
 DR6386  VERT ORDER      -  FIRST     CLASS II
 DR6386
 DR6386.The horizontal coordinates were determined by differentially corrected
 DR6386.hand held GPS observations or other comparable positioning techniques
 DR6386.and have an estimated accuracy of +/- 3 meters.
 DR6386
 DR6386.The orthometric height was determined by differential leveling and
 DR6386.adjusted by the NATIONAL GEODETIC SURVEY
 DR6386.in December 2020.
 DR6386
 DR6386.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6386.GEOID18 height accuracy estimate available here.
 DR6386
 DR6386.Click photographs - Photos may exist for this station.
 DR6386
 DR6386.The dynamic height is computed by dividing the NAVD 88
 DR6386.geopotential number by the normal gravity value computed on the
 DR6386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6386.degrees latitude (g = 980.6199 gals.).
 DR6386
 DR6386.The modeled gravity was interpolated from observed gravity values.
 DR6386
 DR6386;                    North         East    Units  Estimated Accuracy
 DR6386;SPC FL N     -   141,312.4     493,383.5     MT  (+/- 3 meters HH1 GPS) 
 DR6386
 DR6386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU3388949541(NAD 83)
 DR6386
 DR6386                          SUPERSEDED SURVEY CONTROL
 DR6386
 DR6386.No superseded survey control is available for this station.
 DR6386
 DR6386_MARKER: DD = SURVEY DISK
 DR6386_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR6386_SP_SET: GUARDRAIL
 DR6386_STAMPING: BAY COUNTY ELEV = 13.38 FT NGVD 29 UTILITIES
 DR6386_MARK LOGO: FL-005
 DR6386_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR6386+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2020
 DR6386
 DR6386  HISTORY     - Date     Condition        Report By
 DR6386  HISTORY     - UNK      MONUMENTED       FL-005
 DR6386  HISTORY     - 20200825 GOOD             FLDEP
 DR6386
 DR6386                          STATION DESCRIPTION
 DR6386
 DR6386'DESCRIBED BY FL DEPT OF ENV PRO 2020 (MAH)
 DR6386'THE MARK IS ABOUT 8.1 MI (13.0 KM) NORTH OF SPRINGFIELD, 3.0 MI (4.8
 DR6386'KM) SOUTH-SOUTHWEST OF BAYHEAD, 2.3 MI (3.8 KM) SOUTHEAST OF
 DR6386'SOUTHPORT, IN SECTION 35, TOWNSHIP 2 SOUTH, RANGE 14 WEST.
 DR6386'
 DR6386'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 231 AND COUNTY
 DR6386'ROAD 2321 (STATE ROAD 77A) EAST OF LYNN HAVEN, GO NORTH AND NORTHWEST
 DR6386'ON COUNTY ROAD 2321 (STATE ROAD 77A) FOR 2.95 MI (4.7 KM) TO THE
 DR6386'SOUTHEAST END OF THE BRIDGE OVER THE DAM, CONTINUE NORTHWEST FOR 0.3
 DR6386'MI (0.5 KM) TO THE MARK ON THE RIGHT, SET FLUSH IN THE GUARDRAIL AND
 DR6386'0.5 FT (15 CM) ABOVE THE LEVEL OF COUNTY ROAD 2321 (STATE ROAD 77A).
 DR6386'
 DR6386'LOCATED 42.7 FT (13.0 M) NORTH-NORTHWEST OF THE SOUTH END OF THE
 DR6386'CONCRETE GUARDRAIL OVER THE SPILLWAY, 30.2 FT (9.2 M) NORTHEAST OF THE
 DR6386'APPROXIMATE CENTERLINE OF COUNTY ROAD 2321 (STATE ROAD 77A), 4.3 FT
 DR6386'(1.3 M) EAST OF THE CENTER OF THE BLACK METAL DATE ENTRANCE TO THE
 DR6386'PUMP STATION AND 0.5 FT (15 CM) SOUTHWEST OF THE NORTHWEST END OF THE
 DR6386'CONCRETE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1252 ***********************************************************************
 AD1252  DESIGNATION -  13.74
 AD1252  PID         -  AD1252
 AD1252  STATE/COUNTY-  FL/COLLIER
 AD1252  COUNTRY     -  US
 AD1252  USGS QUAD   -  NAPLES NORTH (2018)
 AD1252
 AD1252                         *CURRENT SURVEY CONTROL
 AD1252  ______________________________________________________________________
 AD1252* NAD 83(1986) POSITION- 26 08 30.8    (N) 081 47 24.7    (W)   HD_HELD2
 AD1252* NAVD 88 ORTHO HEIGHT -     3.850 (meters)       12.63  (feet) ADJUSTED
 AD1252  ______________________________________________________________________
 AD1252  GEOID HEIGHT    -        -23.479 (meters)                     GEOID18
 AD1252  DYNAMIC HEIGHT  -          3.844 (meters)       12.61  (feet) COMP
 AD1252  MODELED GRAVITY -    979,046.9   (mgal)                       NAVD 88
 AD1252
 AD1252  VERT ORDER      -  FIRST     CLASS II
 AD1252
 AD1252.The horizontal coordinates were established by autonomous hand held GPS
 AD1252.observations and have an estimated accuracy of +/- 10 meters.
 AD1252
 AD1252.The orthometric height was determined by differential leveling and
 AD1252.adjusted by the NATIONAL GEODETIC SURVEY
 AD1252.in September 1992.
 AD1252
 AD1252.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1252.GEOID18 height accuracy estimate available here.
 AD1252
 AD1252.Click photographs - Photos may exist for this station.
 AD1252
 AD1252.The dynamic height is computed by dividing the NAVD 88
 AD1252.geopotential number by the normal gravity value computed on the
 AD1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1252.degrees latitude (g = 980.6199 gals.).
 AD1252
 AD1252.The modeled gravity was interpolated from observed gravity values.
 AD1252
 AD1252;                    North         East    Units  Estimated Accuracy
 AD1252;SPC FL E     -   200,574.      120,986.      MT  (+/- 10 meters HH2 GPS)
 AD1252
 AD1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2101291637(NAD 83)
 AD1252
 AD1252                          SUPERSEDED SURVEY CONTROL
 AD1252
 AD1252  NAVD 88 (06/15/91)    3.859  (m)           12.66   (f) SUPERSEDED  1 2
 AD1252  NGVD 29 (??/??/92)    4.240  (m)           13.91   (f) SUPERSEDED  1 2
 AD1252  NGVD 29 (09/01/92)    4.240  (m)           13.91   (f) ADJUSTED    1 2
 AD1252
 AD1252.Superseded values are not recommended for survey control.
 AD1252
 AD1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1252.See file dsdata.pdf to determine how the superseded data were derived.
 AD1252
 AD1252_MARKER: DD = SURVEY DISK
 AD1252_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD1252_SP_SET: ABUTMENT
 AD1252_STAMPING: 13.74
 AD1252_MARK LOGO: FLHD
 AD1252_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1252_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD1252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD1252+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2026
 AD1252
 AD1252  HISTORY     - Date     Condition        Report By
 AD1252  HISTORY     - UNK      MONUMENTED       FLHD
 AD1252  HISTORY     - 1966     GOOD             CGS
 AD1252  HISTORY     - 1979     GOOD             NGS
 AD1252  HISTORY     - 1984     GOOD             FLDNR
 AD1252  HISTORY     - 1986     GOOD             USPSQD
 AD1252  HISTORY     - 1987     GOOD             USPSQD
 AD1252  HISTORY     - 1988     GOOD             USPSQD
 AD1252  HISTORY     - 19891002 GOOD             USPSQD
 AD1252  HISTORY     - 1990     GOOD             USPSQD
 AD1252  HISTORY     - 19920301 GOOD             NGS
 AD1252  HISTORY     - 20260205 GOOD             USPSQD
 AD1252
 AD1252                          STATION DESCRIPTION
 AD1252
 AD1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AD1252'AT NAPLES, ABOUT 1.8 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AD1252'THE COURTHOUSE, AT THE NORTHWEST END OF THE NORTHWEST ONE OF TWO
 AD1252'HIGHWAY BRIDGES OVER GORDON RIVER, AT THE SOUTHWEST CORNER OF
 AD1252'THE BRIDGE, 5.0 FEET SOUTHWEST OF THE SOUTHWEST CURB, IN TOP OF THE
 AD1252'END POST, AND 3.2 FEET ABOVE THE LEVEL OF THE SIDEWALK.
 AD1252
 AD1252                          STATION RECOVERY (1979)
 AD1252
 AD1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AD1252'RECOVERED IN GOOD CONDITION.
 AD1252
 AD1252                          STATION RECOVERY (1984)
 AD1252
 AD1252'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1252'RECOVERED IN GOOD CONDITION.
 AD1252
 AD1252                          STATION RECOVERY (1986)
 AD1252
 AD1252'RECOVERY NOTE BY US POWER SQUADRON 1986 (HEA)
 AD1252'RECOVERED IN GOOD CONDITION.
 AD1252
 AD1252                          STATION RECOVERY (1987)
 AD1252
 AD1252'RECOVERY NOTE BY US POWER SQUADRON 1987 (HEA)
 AD1252'RECOVERED IN GOOD CONDITION.
 AD1252
 AD1252                          STATION RECOVERY (1988)
 AD1252
 AD1252'RECOVERY NOTE BY US POWER SQUADRON 1988 (DHP)
 AD1252'RECOVERED IN GOOD CONDITION.
 AD1252
 AD1252                          STATION RECOVERY (1989)
 AD1252
 AD1252'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHP)
 AD1252'RECOVERED IN GOOD CONDITION.
 AD1252
 AD1252                          STATION RECOVERY (1990)
 AD1252
 AD1252'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1252'RECOVERED IN GOOD CONDITION.
 AD1252
 AD1252                          STATION RECOVERY (1992)
 AD1252
 AD1252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1252'0.8 KM (0.50 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AD1252'STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE
 AD1252'EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF BRIDGE NUMBER 030013,
 AD1252'6.9 M (22.6 FT) NORTH OF THE CENTER OF THE EASTBOUND LANES OF THE
 AD1252'HIGHWAY, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AD1252'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AD1252
 AD1252                          STATION RECOVERY (2026)
 AD1252
 AD1252'RECOVERY NOTE BY US POWER SQUADRON 2026 (STH)
 AD1252'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0018 ***********************************************************************
 AL0018  DESIGNATION -  130
 AL0018  PID         -  AL0018
 AL0018  STATE/COUNTY-  FL/PINELLAS
 AL0018  COUNTRY     -  US
 AL0018  USGS QUAD   -  DUNEDIN (2018)
 AL0018
 AL0018                         *CURRENT SURVEY CONTROL
 AL0018  ______________________________________________________________________
 AL0018* NAD 83(1986) POSITION- 28 02 55.     (N) 082 46 35.     (W)   SCALED
 AL0018* NAVD 88 ORTHO HEIGHT -     3.676 (meters)       12.06  (feet) ADJUSTED
 AL0018  ______________________________________________________________________
 AL0018  GEOID HEIGHT    -        -24.845 (meters)                     GEOID18
 AL0018  DYNAMIC HEIGHT  -          3.670 (meters)       12.04  (feet) COMP
 AL0018  MODELED GRAVITY -    979,187.5   (mgal)                       NAVD 88
 AL0018
 AL0018  VERT ORDER      -  SECOND    CLASS II
 AL0018
 AL0018.The horizontal coordinates were scaled from a map and have
 AL0018.an estimated accuracy of +/- 6 seconds.
 AL0018
 AL0018.The orthometric height was determined by differential leveling and
 AL0018.adjusted by the NATIONAL GEODETIC SURVEY
 AL0018.in June 1991.
 AL0018
 AL0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0018.GEOID18 height accuracy estimate available here.
 AL0018
 AL0018.Click photographs - Photos may exist for this station.
 AL0018
 AL0018.The dynamic height is computed by dividing the NAVD 88
 AL0018.geopotential number by the normal gravity value computed on the
 AL0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0018.degrees latitude (g = 980.6199 gals.).
 AL0018
 AL0018.The modeled gravity was interpolated from observed gravity values.
 AL0018
 AL0018;                    North         East    Units  Estimated Accuracy
 AL0018;SPC FL W     -   411,840.      123,670.      MT  (+/- 180 meters Scaled)
 AL0018
 AL0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM254038(NAD 83)
 AL0018
 AL0018                          SUPERSEDED SURVEY CONTROL
 AL0018
 AL0018  NGVD 29 (??/??/92)    3.935  (m)           12.91   (f) ADJ UNCH    2 2
 AL0018
 AL0018.Superseded values are not recommended for survey control.
 AL0018
 AL0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0018.See file dsdata.pdf to determine how the superseded data were derived.
 AL0018
 AL0018_MARKER: DD = SURVEY DISK
 AL0018_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0018_SP_SET: HEADWALL
 AL0018_STAMPING: 130 SRD
 AL0018_MARK LOGO: FLSRD
 AL0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0018
 AL0018  HISTORY     - Date     Condition        Report By
 AL0018  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0018  HISTORY     - 1975     GOOD             FLDT
 AL0018  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0018
 AL0018                          STATION DESCRIPTION
 AL0018
 AL0018'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0018'AT DUNEDIN.
 AL0018'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0018'AND U.S. ALT. 19.  RUN EASTERLY ON CURLEW RD. FOR 0.3 MILE.  STATION
 AL0018'ON RIGHT, 34.5 FT. SOUTH OF THE CENTERLINE OF CURLEW RD., 167.0
 AL0018'FT. WEST OF THE EXTENDED CENTERLINE OF BOGIE LANE, 100.5 FT.
 AL0018'SE OF A POWER POLE, NUMBER 12A-4629-R.  SET IN TOP OF A CONCRETE
 AL0018'HEADWALL.  SECTION 14, T28S, R15E.
 AL0018
 AL0018                          STATION RECOVERY (1990)
 AL0018
 AL0018'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0018'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2442 ***********************************************************************
 AK2442  DESIGNATION -  130
 AK2442  PID         -  AK2442
 AK2442  STATE/COUNTY-  FL/BREVARD
 AK2442  COUNTRY     -  US
 AK2442  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2442
 AK2442                         *CURRENT SURVEY CONTROL
 AK2442  ______________________________________________________________________
 AK2442* NAD 83(1986) POSITION- 28 27 11.     (N) 080 32 28.     (W)   SCALED
 AK2442* NAVD 88 ORTHO HEIGHT -     1.217 (meters)        3.99  (feet) ADJUSTED
 AK2442  ______________________________________________________________________
 AK2442  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 AK2442  DYNAMIC HEIGHT  -          1.215 (meters)        3.99  (feet) COMP
 AK2442  MODELED GRAVITY -    979,229.1   (mgal)                       NAVD 88
 AK2442
 AK2442  VERT ORDER      -  FIRST     CLASS II
 AK2442
 AK2442.The horizontal coordinates were scaled from a map and have
 AK2442.an estimated accuracy of +/- 6 seconds.
 AK2442
 AK2442.The orthometric height was determined by differential leveling and
 AK2442.adjusted by the NATIONAL GEODETIC SURVEY
 AK2442.in June 1991.
 AK2442
 AK2442.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2442.GEOID18 height accuracy estimate available here.
 AK2442
 AK2442.Click photographs - Photos may exist for this station.
 AK2442
 AK2442.The dynamic height is computed by dividing the NAVD 88
 AK2442.geopotential number by the normal gravity value computed on the
 AK2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2442.degrees latitude (g = 980.6199 gals.).
 AK2442
 AK2442.The modeled gravity was interpolated from observed gravity values.
 AK2442
 AK2442;                    North         East    Units  Estimated Accuracy
 AK2442;SPC FL E     -   456,500.      244,950.      MT  (+/- 180 meters Scaled)
 AK2442
 AK2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM449474(NAD 83)
 AK2442
 AK2442                          SUPERSEDED SURVEY CONTROL
 AK2442
 AK2442  NGVD 29 (??/??/92)    1.596  (m)            5.24   (f) ADJ UNCH    1 2
 AK2442
 AK2442.Superseded values are not recommended for survey control.
 AK2442
 AK2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2442.See file dsdata.pdf to determine how the superseded data were derived.
 AK2442
 AK2442_MARKER: DD = SURVEY DISK
 AK2442_SETTING: 0 = UNSPECIFIED SETTING
 AK2442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2442
 AK2442  HISTORY     - Date     Condition        Report By
 AK2442  HISTORY     - UNK      MONUMENTED       LOCSUR
 AK2442  HISTORY     - 1959     GOOD             CGS
 AK2442
 AK2442                          STATION DESCRIPTION
 AK2442
 AK2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AK2442'AT CAPE CANAVERAL MISSILE BASE, ABOUT 0.4 MILE SOUTHEAST ALONG
 AK2442'CAMERA ROAD R 53 TO A PAVED ROAD LEFT (NORTHEAST).  TURN LEFT
 AK2442'AND GO 0.1 MILE TO MARK ON RIGHT, ABOUT 40 FT. EAST OF CENTERLINE
 AK2442'OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7089 ***********************************************************************
 AG7089  DESIGNATION -  130 C OF SP
 AG7089  PID         -  AG7089
 AG7089  STATE/COUNTY-  FL/PINELLAS
 AG7089  COUNTRY     -  US
 AG7089  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7089
 AG7089                         *CURRENT SURVEY CONTROL
 AG7089  ______________________________________________________________________
 AG7089* NAD 83(1986) POSITION- 27 44 56.     (N) 082 40 22.     (W)   SCALED
 AG7089* NAVD 88 ORTHO HEIGHT -    10.728 (meters)       35.20  (feet) ADJUSTED
 AG7089  ______________________________________________________________________
 AG7089  GEOID HEIGHT    -        -24.458 (meters)                     GEOID18
 AG7089  DYNAMIC HEIGHT  -         10.712 (meters)       35.14  (feet) COMP
 AG7089  MODELED GRAVITY -    979,172.8   (mgal)                       NAVD 88
 AG7089
 AG7089  VERT ORDER      -  SECOND    CLASS II
 AG7089
 AG7089.The horizontal coordinates were scaled from a map and have
 AG7089.an estimated accuracy of +/- 6 seconds.
 AG7089
 AG7089.The orthometric height was determined by differential leveling and
 AG7089.adjusted by the NATIONAL GEODETIC SURVEY
 AG7089.in June 1991.
 AG7089
 AG7089.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7089.GEOID18 height accuracy estimate available here.
 AG7089
 AG7089.Click photographs - Photos may exist for this station.
 AG7089
 AG7089.The dynamic height is computed by dividing the NAVD 88
 AG7089.geopotential number by the normal gravity value computed on the
 AG7089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7089.degrees latitude (g = 980.6199 gals.).
 AG7089
 AG7089.The modeled gravity was interpolated from observed gravity values.
 AG7089
 AG7089;                    North         East    Units  Estimated Accuracy
 AG7089;SPC FL W     -   378,560.      133,680.      MT  (+/- 180 meters Scaled)
 AG7089
 AG7089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL351705(NAD 83)
 AG7089
 AG7089                          SUPERSEDED SURVEY CONTROL
 AG7089
 AG7089  NGVD 29 (??/??/92)   11.003  (m)           36.10   (f) ADJ UNCH    2 2
 AG7089
 AG7089.Superseded values are not recommended for survey control.
 AG7089
 AG7089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7089.See file dsdata.pdf to determine how the superseded data were derived.
 AG7089
 AG7089_MARKER: DD = SURVEY DISK
 AG7089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7089_PROJECTION: FLUSH
 AG7089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7089+STABILITY: SURFACE MOTION
 AG7089_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7089+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2005
 AG7089
 AG7089  HISTORY     - Date     Condition        Report By
 AG7089  HISTORY     - UNK      MONUMENTED       FL2730
 AG7089  HISTORY     - 1977     GOOD             FL-103
 AG7089  HISTORY     - 19980321 GOOD             USPSQD
 AG7089  HISTORY     - 20050331 GOOD             USPSQD
 AG7089  HISTORY     - 20090112 GOOD             PINCPW
 AG7089
 AG7089                          STATION DESCRIPTION
 AG7089
 AG7089'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7089'IN ST PETERSBURG.
 AG7089'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST. S.
 AG7089'AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19A, RUN NORTHERLY ON
 AG7089'U.S. HWY. 19 FRO 2.1 MILES TO 22ND AVE. S. TURN RIGHT AND RUN EASTERLY
 AG7089'ON 22ND AVE. S. FOR 0.45 MILE TO THE INTERSECTION OF 28TH ST. S.
 AG7089'STATION ON LEFT, N.W. CORNER, 33.0 FT. NORTH OF THE CENTERLINE OF 22ND
 AG7089'AVE. S., 29.7 FT. WEST OF THE CENTERLINE OF 28TH ST. S., 31.5 FT. S.E.
 AG7089'CORNER OF A SINGLE STORY FRAME HOUSE 2801 22ND AVE. S., 0.7 FT. NORTH
 AG7089'OF THE BACK OF SIDEWALK, 0.7 FT. WEST OF THE BACK OF SIDEWALK. SET IN
 AG7089'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AG7089'NO STAMPING ON DISK.
 AG7089
 AG7089                          STATION RECOVERY (1998)
 AG7089
 AG7089'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7089'RECOVERED IN GOOD CONDITION.
 AG7089
 AG7089                          STATION RECOVERY (2005)
 AG7089
 AG7089'RECOVERY NOTE BY US POWER SQUADRON 2005
 AG7089'MARK NOW COVERED BY A HEDGE
 AG7089
 AG7089                          STATION RECOVERY (2009)
 AG7089
 AG7089'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2009 (BE)
 AG7089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0009 ***********************************************************************
 AL0009  DESIGNATION -  131
 AL0009  PID         -  AL0009
 AL0009  STATE/COUNTY-  FL/PINELLAS
 AL0009  COUNTRY     -  US
 AL0009  USGS QUAD   -  DUNEDIN (2018)
 AL0009
 AL0009                         *CURRENT SURVEY CONTROL
 AL0009  ______________________________________________________________________
 AL0009* NAD 83(1986) POSITION- 28 02 57.4    (N) 082 46 16.2    (W)   HD_HELD2
 AL0009* NAVD 88 ORTHO HEIGHT -     3.978 (meters)       13.05  (feet) ADJUSTED
 AL0009  ______________________________________________________________________
 AL0009  GEOID HEIGHT    -        -24.853 (meters)                     GEOID18
 AL0009  DYNAMIC HEIGHT  -          3.972 (meters)       13.03  (feet) COMP
 AL0009  MODELED GRAVITY -    979,187.5   (mgal)                       NAVD 88
 AL0009
 AL0009  VERT ORDER      -  SECOND    CLASS II
 AL0009
 AL0009.The horizontal coordinates were established by autonomous hand held GPS
 AL0009.observations and have an estimated accuracy of +/- 10 meters.
 AL0009
 AL0009.The orthometric height was determined by differential leveling and
 AL0009.adjusted by the NATIONAL GEODETIC SURVEY
 AL0009.in June 1991.
 AL0009
 AL0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0009.GEOID18 height accuracy estimate available here.
 AL0009
 AL0009.Click photographs - Photos may exist for this station.
 AL0009
 AL0009.The dynamic height is computed by dividing the NAVD 88
 AL0009.geopotential number by the normal gravity value computed on the
 AL0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0009.degrees latitude (g = 980.6199 gals.).
 AL0009
 AL0009.The modeled gravity was interpolated from observed gravity values.
 AL0009
 AL0009;                    North         East    Units  Estimated Accuracy
 AL0009;SPC FL W     -   411,910.      124,184.      MT  (+/- 10 meters HH2 GPS)
 AL0009
 AL0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2591803926(NAD 83)
 AL0009
 AL0009                          SUPERSEDED SURVEY CONTROL
 AL0009
 AL0009  NGVD 29 (??/??/92)    4.237  (m)           13.90   (f) ADJ UNCH    2 2
 AL0009
 AL0009.Superseded values are not recommended for survey control.
 AL0009
 AL0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0009.See file dsdata.pdf to determine how the superseded data were derived.
 AL0009
 AL0009_MARKER: DD = SURVEY DISK
 AL0009_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0009_SP_SET: HEADWALL
 AL0009_STAMPING: 131
 AL0009_MARK LOGO: FLSRD
 AL0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0009+STABILITY: SURFACE MOTION
 AL0009
 AL0009  HISTORY     - Date     Condition        Report By
 AL0009  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0009  HISTORY     - 1975     GOOD             FLDT
 AL0009  HISTORY     - 1990     GOOD             USPSQD
 AL0009  HISTORY     - 20090921 GOOD             FLDEP
 AL0009
 AL0009                          STATION DESCRIPTION
 AL0009
 AL0009'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0009'AT DUNEDIN.
 AL0009'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0009'AND U.S. ALT. 19, RUN EASTERLY ON CURLEW RD. FOR 0.6 MILE.
 AL0009'STATION ON RIGHT, 36.6 FT. SOUTH OF THE CENTERLINE OF CURLEW RD.,
 AL0009'88.3 FT. SW OF POWER POLE NUMBER 6A-26538-R.  SET IN TOP OF A
 AL0009'CONCRETE HEADWALL.  SECTION 14, T28S, R15E.
 AL0009
 AL0009                          STATION RECOVERY (1990)
 AL0009
 AL0009'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0009'RECOVERED IN GOOD CONDITION.
 AL0009
 AL0009                          STATION RECOVERY (2009)
 AL0009
 AL0009'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AL0009'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0010 ***********************************************************************
 AL0010  DESIGNATION -  132
 AL0010  PID         -  AL0010
 AL0010  STATE/COUNTY-  FL/PINELLAS
 AL0010  COUNTRY     -  US
 AL0010  USGS QUAD   -  DUNEDIN (2018)
 AL0010
 AL0010                         *CURRENT SURVEY CONTROL
 AL0010  ______________________________________________________________________
 AL0010* NAD 83(1986) POSITION- 28 03 01.     (N) 082 46 05.     (W)   SCALED
 AL0010* NAVD 88 ORTHO HEIGHT -     5.233 (meters)       17.17  (feet) ADJUSTED
 AL0010  ______________________________________________________________________
 AL0010  GEOID HEIGHT    -        -24.859 (meters)                     GEOID18
 AL0010  DYNAMIC HEIGHT  -          5.225 (meters)       17.14  (feet) COMP
 AL0010  MODELED GRAVITY -    979,187.7   (mgal)                       NAVD 88
 AL0010
 AL0010  VERT ORDER      -  SECOND    CLASS II
 AL0010
 AL0010.The horizontal coordinates were scaled from a map and have
 AL0010.an estimated accuracy of +/- 6 seconds.
 AL0010
 AL0010.The orthometric height was determined by differential leveling and
 AL0010.adjusted by the NATIONAL GEODETIC SURVEY
 AL0010.in June 1991.
 AL0010
 AL0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0010.GEOID18 height accuracy estimate available here.
 AL0010
 AL0010.Click photographs - Photos may exist for this station.
 AL0010
 AL0010.The dynamic height is computed by dividing the NAVD 88
 AL0010.geopotential number by the normal gravity value computed on the
 AL0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0010.degrees latitude (g = 980.6199 gals.).
 AL0010
 AL0010.The modeled gravity was interpolated from observed gravity values.
 AL0010
 AL0010;                    North         East    Units  Estimated Accuracy
 AL0010;SPC FL W     -   412,020.      124,490.      MT  (+/- 180 meters Scaled)
 AL0010
 AL0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM262040(NAD 83)
 AL0010
 AL0010                          SUPERSEDED SURVEY CONTROL
 AL0010
 AL0010  NGVD 29 (??/??/92)    5.492  (m)           18.02   (f) ADJ UNCH    2 2
 AL0010
 AL0010.Superseded values are not recommended for survey control.
 AL0010
 AL0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0010.See file dsdata.pdf to determine how the superseded data were derived.
 AL0010
 AL0010_MARKER: DD = SURVEY DISK
 AL0010_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0010_SP_SET: HEADWALL
 AL0010_STAMPING: 132 SRD
 AL0010_MARK LOGO: FLSRD
 AL0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0010+STABILITY: SURFACE MOTION
 AL0010
 AL0010  HISTORY     - Date     Condition        Report By
 AL0010  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0010  HISTORY     - 1975     GOOD             FLDT
 AL0010  HISTORY     - 1987     GOOD             USPSQD
 AL0010  HISTORY     - 1990     GOOD             USPSQD
 AL0010
 AL0010                          STATION DESCRIPTION
 AL0010
 AL0010'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0010'AT DUNEDIN.
 AL0010'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0010'AND U.S. ALT. 19, RUN EASTERLY ON CURLEW RD. FOR 0.9 MILE.  STATION
 AL0010'ON RIGHT, 26.1 FT. SOUTH OF THE CENTERLINE OF CURLEW RD., 73.5
 AL0010'FT. SE OF A POWER POLE (NO NUMBER).  SET IN TOP OF A CONCRETE
 AL0010'HEADWALL.  SECTION 14, T28S, R15E
 AL0010
 AL0010                          STATION RECOVERY (1987)
 AL0010
 AL0010'RECOVERY NOTE BY US POWER SQUADRON 1987 (FJA)
 AL0010'RECOVERED IN GOOD CONDITION.
 AL0010
 AL0010                          STATION RECOVERY (1990)
 AL0010
 AL0010'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0010'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5592 ***********************************************************************
 DL5592  DESIGNATION -  132
 DL5592  PID         -  DL5592
 DL5592  STATE/COUNTY-  FL/HARDEE
 DL5592  COUNTRY     -  US
 DL5592  USGS QUAD   -  WAUCHULA (2018)
 DL5592
 DL5592                         *CURRENT SURVEY CONTROL
 DL5592  ______________________________________________________________________
 DL5592* NAD 83(1986) POSITION- 27 35 41.4    (N) 081 51 26.4    (W)   HD_HELD2
 DL5592* NAVD 88 ORTHO HEIGHT -    35.055 (meters)      115.01  (feet) ADJUSTED
 DL5592  ______________________________________________________________________
 DL5592  GEOID HEIGHT    -        -25.201 (meters)                     GEOID18
 DL5592  DYNAMIC HEIGHT  -         35.003 (meters)      114.84  (feet) COMP
 DL5592  MODELED GRAVITY -    979,148.8   (mgal)                       NAVD 88
 DL5592
 DL5592  VERT ORDER      -  FIRST     CLASS II
 DL5592
 DL5592.The horizontal coordinates were established by autonomous hand held GPS
 DL5592.observations and have an estimated accuracy of +/- 10 meters.
 DL5592
 DL5592.The orthometric height was determined by differential leveling and
 DL5592.adjusted by the NATIONAL GEODETIC SURVEY
 DL5592.in December 2009.
 DL5592
 DL5592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5592.GEOID18 height accuracy estimate available here.
 DL5592
 DL5592.Click photographs - Photos may exist for this station.
 DL5592
 DL5592.The dynamic height is computed by dividing the NAVD 88
 DL5592.geopotential number by the normal gravity value computed on the
 DL5592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5592.degrees latitude (g = 980.6199 gals.).
 DL5592
 DL5592.The modeled gravity was interpolated from observed gravity values.
 DL5592
 DL5592;                    North         East    Units  Estimated Accuracy
 DL5592;SPC FL W     -   361,321.      214,084.      MT  (+/- 10 meters HH2 GPS)
 DL5592
 DL5592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1538952614(NAD 83)
 DL5592
 DL5592                          SUPERSEDED SURVEY CONTROL
 DL5592
 DL5592.No superseded survey control is available for this station.
 DL5592
 DL5592_MARKER: DD = SURVEY DISK
 DL5592_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL5592_SP_SET: CULVERT HEADWALL
 DL5592_STAMPING: BM 132
 DL5592_MARK LOGO: FLDT
 DL5592_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5592+STABILITY: SURFACE MOTION
 DL5592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5592+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DL5592
 DL5592  HISTORY     - Date     Condition        Report By
 DL5592  HISTORY     - UNK      MONUMENTED       FLDT
 DL5592  HISTORY     - 20080304 GOOD             FLDEP
 DL5592
 DL5592                          STATION DESCRIPTION
 DL5592
 DL5592'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DL5592'THE MARK IS ABOUT 4.2 MI (6.8 KM) NORTHWEST OF WAUCHULA, IN SECTION
 DL5592'19, TOWNSHIP 33 SOUTH, RANGE 25 EAST.
 DL5592'
 DL5592'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 62 AND U.S. HIGHWAY
 DL5592'17, ABOUT 3.0 MI (4.8 KM) NORTH OF WAUCHULA, GO WEST ON STATE ROAD 62
 DL5592'FOR 2.15 MI (3.5 KM) TO TO A CULVERT CROSSING AND THE MARK ON THE
 DL5592'RIGHT, SET FLUSH IN THE TOP OF A CONCRETE CULVERT HEADWALL AND LEVEL
 DL5592'WITH STATE ROAD 62.
 DL5592'
 DL5592'LOCATED 27.9 FT (8.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DL5592'ROAD 62, 7.5 FT (2.3 M) NORTH OF A METAL GUARDRAIL, 1.2 FT (0.4 M)
 DL5592'SOUTHWEST OF A METAL WITNESS POST AND 1.1 FT (0.3 M) WEST OF THE EAST
 DL5592'END OF A CULVERT HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI0220 ***********************************************************************
 AI0220  DESIGNATION -  1321 20
 AI0220  PID         -  AI0220
 AI0220  STATE/COUNTY-  FL/SEMINOLE
 AI0220  COUNTRY     -  US
 AI0220  USGS QUAD   -  OVIEDO (2018)
 AI0220
 AI0220                         *CURRENT SURVEY CONTROL
 AI0220  ______________________________________________________________________
 AI0220* NAD 83(1986) POSITION- 28 41 32.8    (N) 081 10 58.9    (W)   HD_HELD2
 AI0220* NAVD 88 ORTHO HEIGHT -     3.903 (meters)       12.81  (feet) ADJUSTED
 AI0220  ______________________________________________________________________
 AI0220  GEOID HEIGHT    -        -27.848 (meters)                     GEOID18
 AI0220  DYNAMIC HEIGHT  -          3.897 (meters)       12.79  (feet) COMP
 AI0220  MODELED GRAVITY -    979,227.4   (mgal)                       NAVD 88
 AI0220
 AI0220  VERT ORDER      -  SECOND    CLASS I
 AI0220
 AI0220.The horizontal coordinates were established by autonomous hand held GPS
 AI0220.observations and have an estimated accuracy of +/- 10 meters.
 AI0220
 AI0220.The orthometric height was determined by differential leveling and
 AI0220.adjusted by the NATIONAL GEODETIC SURVEY
 AI0220.in July 1999.
 AI0220
 AI0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0220.GEOID18 height accuracy estimate available here.
 AI0220
 AI0220.Click photographs - Photos may exist for this station.
 AI0220
 AI0220.The dynamic height is computed by dividing the NAVD 88
 AI0220.geopotential number by the normal gravity value computed on the
 AI0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0220.degrees latitude (g = 980.6199 gals.).
 AI0220
 AI0220.The modeled gravity was interpolated from observed gravity values.
 AI0220
 AI0220;                    North         East    Units  Estimated Accuracy
 AI0220;SPC FL E     -   482,958.      182,114.      MT  (+/- 10 meters HH2 GPS)
 AI0220
 AI0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM8212073925(NAD 83)
 AI0220
 AI0220                          SUPERSEDED SURVEY CONTROL
 AI0220
 AI0220.No superseded survey control is available for this station.
 AI0220
 AI0220_MARKER: DD = SURVEY DISK
 AI0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0220_STAMPING: BM 1321-20
 AI0220_MARK LOGO: SJRWMD
 AI0220_PROJECTION: RECESSED 18 CENTIMETERS
 AI0220_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0220+STABILITY: SURFACE MOTION
 AI0220_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0220+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2021
 AI0220
 AI0220  HISTORY     - Date     Condition        Report By
 AI0220  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI0220  HISTORY     - 19960824 GOOD             FLDEP
 AI0220  HISTORY     - 20210522 GOOD             GEOCAC
 AI0220
 AI0220                          STATION DESCRIPTION
 AI0220
 AI0220'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AI0220'THE MARK IS ABOUT 1.8 MI (2.9 KM) NORTHEAST OF OVIEDO NEAR THE
 AI0220'JUNCTION OF KANSAS STREET AND FLORIDA AVENUE IN SECTION 2, TOWNSHIP 21
 AI0220'SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE
 AI0220'ROADS 419, 426 (BROADWAY STREET) AND 434 (CENTRAL AVENUE) IN OVIEDO,
 AI0220'GO NORTH ON STATE ROADS 434, 419 (CENTRAL AVENUE) FOR 1.35 MI (2.17
 AI0220'KM) TO A SHARP CURVE LEFT (WEST) AND THE JUNCTION OF DELEON STREET ON
 AI0220'THE RIGHT, TURN RIGHT ON DELEON STREET AND GO EAST FOR 0.05 MI (0.08
 AI0220'KM) TO THE T-JUNCTION OF DELEON STREET, TURN LEFT ON DELEON STREET AND
 AI0220'GO NORTH FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF FLORIDA AVENUE ON
 AI0220'THE RIGHT, TURN RIGHT ON FLORIDA AVENUE AND GO EAST FOR 1.6 MI (2.6
 AI0220'KM) TO THE MARK ON THE LEFT, SET IN TOP OF A ROUND CONCRETE MONUMENT
 AI0220'FLUSH WITH THE GROUND AND 0.6 FT (18.3 CM) BELOW THE LEVEL OF FLORIDA
 AI0220'AVENUE. LOCATED 332.0 FT (101.2 M) EAST OF THE APPROXIMATE CENTERLINE
 AI0220'OF KANSAS STREET, 57.7 FT (17.6 M) EAST OF STJRWMD BM 1321-20 RM 1,
 AI0220'21.6 FT (6.6 M) NORTH OF THE CENTERLINE OF FLORIDA AVENUE, 9.0 FT (2.7
 AI0220'M) EAST-SOUTHEAST OF A DOGWOOD TREE, 7.7 FT (2.3 M) WEST OF POWER POLE
 AI0220'NUMBER 799612 (146188-068505) AND 1.0 FT (0.3 M) SOUTH OF A 2-INCH PVC
 AI0220'WITNESS POST.
 AI0220
 AI0220                          STATION RECOVERY (2021)
 AI0220
 AI0220'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AI0220'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI0221 ***********************************************************************
 AI0221  DESIGNATION -  1321 20 RM 1
 AI0221  PID         -  AI0221
 AI0221  STATE/COUNTY-  FL/SEMINOLE
 AI0221  COUNTRY     -  US
 AI0221  USGS QUAD   -  OVIEDO (2018)
 AI0221
 AI0221                         *CURRENT SURVEY CONTROL
 AI0221  ______________________________________________________________________
 AI0221* NAD 83(1986) POSITION- 28 41 32.     (N) 081 11 00.     (W)   SCALED
 AI0221* NAVD 88 ORTHO HEIGHT -     3.914 (meters)       12.84  (feet) ADJUSTED
 AI0221  ______________________________________________________________________
 AI0221  GEOID HEIGHT    -        -27.848 (meters)                     GEOID18
 AI0221  DYNAMIC HEIGHT  -          3.909 (meters)       12.82  (feet) COMP
 AI0221  MODELED GRAVITY -    979,227.4   (mgal)                       NAVD 88
 AI0221
 AI0221  VERT ORDER      -  SECOND    CLASS I
 AI0221
 AI0221.The horizontal coordinates were scaled from a map and have
 AI0221.an estimated accuracy of +/- 6 seconds.
 AI0221
 AI0221.The orthometric height was determined by differential leveling and
 AI0221.adjusted by the NATIONAL GEODETIC SURVEY
 AI0221.in July 1999.
 AI0221
 AI0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0221.GEOID18 height accuracy estimate available here.
 AI0221
 AI0221.Click photographs - Photos may exist for this station.
 AI0221
 AI0221.The dynamic height is computed by dividing the NAVD 88
 AI0221.geopotential number by the normal gravity value computed on the
 AI0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0221.degrees latitude (g = 980.6199 gals.).
 AI0221
 AI0221.The modeled gravity was interpolated from observed gravity values.
 AI0221
 AI0221;                    North         East    Units  Estimated Accuracy
 AI0221;SPC FL E     -   482,930.      182,090.      MT  (+/- 180 meters Scaled)
 AI0221
 AI0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM820739(NAD 83)
 AI0221
 AI0221                          SUPERSEDED SURVEY CONTROL
 AI0221
 AI0221.No superseded survey control is available for this station.
 AI0221
 AI0221_MARKER: DD = SURVEY DISK
 AI0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI0221_STAMPING: BM 1321-20 RM 1
 AI0221_MARK LOGO: SJRWMD
 AI0221_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0221+STABILITY: SURFACE MOTION
 AI0221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI0221+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1996
 AI0221
 AI0221  HISTORY     - Date     Condition        Report By
 AI0221  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI0221  HISTORY     - 19960824 GOOD             FLDEP
 AI0221  HISTORY     - 20210522 MARK NOT FOUND   GEOCAC
 AI0221
 AI0221                          STATION DESCRIPTION
 AI0221
 AI0221'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AI0221'THE MARK IS ABOUT 1.8 MI (2.9 KM) NORTHEAST OF OVIEDO NEAR THE
 AI0221'JUNCTION OF KANSAS STREET AND FLORIDA AVENUE IN SECTION 2, TOWNSHIP 21
 AI0221'SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE
 AI0221'ROADS 419, 426 (BROADWAY STREET) AND 434 (CENTRAL AVENUE) IN OVIEDO,
 AI0221'GO NORTH ON STATE ROADS 434, 419 (CENTRAL AVENUE) FOR 1.35 MI (2.17
 AI0221'KM) TO A SHARP CURVE LEFT (WEST) AND THE JUNCTION OF DELEON STREET ON
 AI0221'THE RIGHT, TURN RIGHT ON DELEON STREET AND GO EAST FOR 0.05 MI (0.08
 AI0221'KM) TO THE T-JUNCTION OF DELEON STREET, TURN LEFT ON DELEON STREET AND
 AI0221'GO NORTH FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF FLORIDA AVENUE ON
 AI0221'THE RIGHT, TURN RIGHT ON FLORIDA AVENUE AND GO EAST FOR 1.6 MI (2.6
 AI0221'KM) TO THE MARK ON THE LEFT, SET IN TOP OF A ROUND CONCRETE MONUMENT
 AI0221'FLUSH WITH THE GROUND AND 0.6 FT (18.3 CM) BELOW THE LEVEL OF FLORIDA
 AI0221'AVENUE. LOCATED 275.0 FT (83.8 M) EAST OF THE APPROXIMATE CENTERLINE
 AI0221'OF KANSAS STREET, 65.4 FT (19.9 M) WEST OF POWER POLE NUMBER 799612,
 AI0221'57.7 FT (17.6 M) WEST OF STJRWMD BM 1321-20, 20.5 FT (6.2 M) NORTH OF
 AI0221'THE CENTERLINE OF FLORIDA AVENUE, 5.0 FT (1.5 M) SOUTH OF A 30-INCH
 AI0221'PALM TREE AND 1.0 FT (0.3 M) SOUTH OF A 2-INCH PVC WITNESS POST.
 AI0221
 AI0221                          STATION RECOVERY (2021)
 AI0221
 AI0221'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AI0221'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI0247 ***********************************************************************
 AI0247  DESIGNATION -  1322 20 RM 1
 AI0247  PID         -  AI0247
 AI0247  STATE/COUNTY-  FL/SEMINOLE
 AI0247  COUNTRY     -  US
 AI0247  USGS QUAD   -  CASSELBERRY (2018)
 AI0247
 AI0247                         *CURRENT SURVEY CONTROL
 AI0247  ______________________________________________________________________
 AI0247* NAD 83(1986) POSITION- 28 44 30.51   (N) 081 15 51.66   (W)   HD_HELD1
 AI0247* NAVD 88 ORTHO HEIGHT -     5.344 (meters)       17.53  (feet) ADJUSTED
 AI0247  ______________________________________________________________________
 AI0247  GEOID HEIGHT    -        -27.805 (meters)                     GEOID18
 AI0247  DYNAMIC HEIGHT  -          5.336 (meters)       17.51  (feet) COMP
 AI0247  MODELED GRAVITY -    979,234.1   (mgal)                       NAVD 88
 AI0247
 AI0247  VERT ORDER      -  SECOND    CLASS I
 AI0247
 AI0247.The horizontal coordinates were determined by differentially corrected
 AI0247.hand held GPS observations or other comparable positioning techniques
 AI0247.and have an estimated accuracy of +/- 3 meters.
 AI0247
 AI0247.The orthometric height was determined by differential leveling and
 AI0247.adjusted by the NATIONAL GEODETIC SURVEY
 AI0247.in July 1999.
 AI0247
 AI0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI0247.GEOID18 height accuracy estimate available here.
 AI0247
 AI0247.Click photographs - Photos may exist for this station.
 AI0247
 AI0247.The dynamic height is computed by dividing the NAVD 88
 AI0247.geopotential number by the normal gravity value computed on the
 AI0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI0247.degrees latitude (g = 980.6199 gals.).
 AI0247
 AI0247.The modeled gravity was interpolated from observed gravity values.
 AI0247
 AI0247;                    North         East    Units  Estimated Accuracy
 AI0247;SPC FL E     -   488,444.0     174,179.7     MT  (+/- 3 meters HH1 GPS) 
 AI0247
 AI0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7418879409(NAD 83)
 AI0247
 AI0247                          SUPERSEDED SURVEY CONTROL
 AI0247
 AI0247.No superseded survey control is available for this station.
 AI0247
 AI0247_MARKER: DD = SURVEY DISK
 AI0247_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI0247_SP_SET: DRAINAGE STRUCTURE
 AI0247_STAMPING: 1322-20 RM-1
 AI0247_MARK LOGO: SJRWMD
 AI0247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI0247+STABILITY: SURFACE MOTION
 AI0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI0247+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2021
 AI0247
 AI0247  HISTORY     - Date     Condition        Report By
 AI0247  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI0247  HISTORY     - 19960911 GOOD             FLDEP
 AI0247  HISTORY     - 20210611 GOOD             GEOCAC
 AI0247
 AI0247                          STATION DESCRIPTION
 AI0247
 AI0247'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AI0247'THE MARK IS ABOUT 6.4 MI (10.3 KM) SOUTH OF SANFORD, 6.7 MI (10.8 KM)
 AI0247'SOUTHWEST OF MIDWAY IN SECTION 19, TOWNSHIP 20 SOUTH, RANGE 31 EAST.
 AI0247'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 17, 92 (SOUTH
 AI0247'FRENCH AVENUE) AND STATE ROAD 46 (WEST 25TH STREET) ON THE SOUTH SIDE
 AI0247'OF SANFORD, GO SOUTH ON U.S. HIGHWAYS 17, 92 (SOUTH FRENCH AVENUE) FOR
 AI0247'4.35 MI (7.00 KM) TO THE JUNCTION OF COUNTY ROAD 427 ON THE LEFT, TURN
 AI0247'LEFT ON COUNTY ROAD 427 AND GO NORTHEAST FOR 1.35 MI (2.17 KM) TO THE
 AI0247'JUNCTION OF HESTER AVENUE ON THE RIGHT, TURN RIGHT ON HESTER AVENUE
 AI0247'AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF MYRTLE AVENUE,
 AI0247'TURN LEFT ON MYRTLE AVENUE AND GO EAST FOR 1.5 MI (2.4 KM) TO THE
 AI0247'T-JUNCTION OF SANFORD AVENUE, TURN LEFT ON SANFORD AVENUE AND GO NORTH
 AI0247'FOR 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT, SET IN TOP OF A 4.0 FT
 AI0247'(1.2 M) X 5.0 FT (1.5 M) CONCRETE DRAINAGE 0.3 FT (9.1 CM) ABOVE THE
 AI0247'LEVEL OF THE GROUND AND LEVEL WITH SANFORD AVENUE. LOCATED 90.0 FT
 AI0247'(27.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF OAK WAY STREET, 84.5
 AI0247'FT (25.8 M) NORTH OF THE EXTENDED CENTERLINE OF FRYER LANE, 17.1 FT
 AI0247'(5.2 M) EAST OF THE CENTERLINE OF SANFORD AVENUE, 0.8 FT (24.4 CM)
 AI0247'WEST OF A 2-INCH PVC WITNESS POST AND 0.6 FT (18.3 CM) NORTH OF THE
 AI0247'SOUTHEAST END OF THE CONCRETE DRAINAGE.
 AI0247
 AI0247                          STATION RECOVERY (2021)
 AI0247
 AI0247'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AI0247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0011 ***********************************************************************
 AL0011  DESIGNATION -  133
 AL0011  PID         -  AL0011
 AL0011  STATE/COUNTY-  FL/PINELLAS
 AL0011  COUNTRY     -  US
 AL0011  USGS QUAD   -  DUNEDIN (2018)
 AL0011
 AL0011                         *CURRENT SURVEY CONTROL
 AL0011  ______________________________________________________________________
 AL0011* NAD 83(1986) POSITION- 28 02 55.     (N) 082 45 35.     (W)   SCALED
 AL0011* NAVD 88 ORTHO HEIGHT -     7.234 (meters)       23.73  (feet) ADJUSTED
 AL0011  ______________________________________________________________________
 AL0011  GEOID HEIGHT    -        -24.867 (meters)                     GEOID18
 AL0011  DYNAMIC HEIGHT  -          7.223 (meters)       23.70  (feet) COMP
 AL0011  MODELED GRAVITY -    979,187.6   (mgal)                       NAVD 88
 AL0011
 AL0011  VERT ORDER      -  SECOND    CLASS II
 AL0011
 AL0011.The horizontal coordinates were scaled from a map and have
 AL0011.an estimated accuracy of +/- 6 seconds.
 AL0011
 AL0011.The orthometric height was determined by differential leveling and
 AL0011.adjusted by the NATIONAL GEODETIC SURVEY
 AL0011.in June 1991.
 AL0011
 AL0011.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0011.GEOID18 height accuracy estimate available here.
 AL0011
 AL0011.Click photographs - Photos may exist for this station.
 AL0011
 AL0011.The dynamic height is computed by dividing the NAVD 88
 AL0011.geopotential number by the normal gravity value computed on the
 AL0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0011.degrees latitude (g = 980.6199 gals.).
 AL0011
 AL0011.The modeled gravity was interpolated from observed gravity values.
 AL0011
 AL0011;                    North         East    Units  Estimated Accuracy
 AL0011;SPC FL W     -   411,830.      125,310.      MT  (+/- 180 meters Scaled)
 AL0011
 AL0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM270038(NAD 83)
 AL0011
 AL0011                          SUPERSEDED SURVEY CONTROL
 AL0011
 AL0011  NGVD 29 (??/??/92)    7.493  (m)           24.58   (f) ADJ UNCH    2 2
 AL0011
 AL0011.Superseded values are not recommended for survey control.
 AL0011
 AL0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0011.See file dsdata.pdf to determine how the superseded data were derived.
 AL0011
 AL0011_MARKER: DD = SURVEY DISK
 AL0011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0011_SP_SET: HEADWALL
 AL0011_STAMPING: 133 SRD
 AL0011_MARK LOGO: FLSRD
 AL0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0011+STABILITY: SURFACE MOTION
 AL0011
 AL0011  HISTORY     - Date     Condition        Report By
 AL0011  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0011  HISTORY     - 1975     GOOD             FLDT
 AL0011  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AL0011  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0011
 AL0011                          STATION DESCRIPTION
 AL0011
 AL0011'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0011'AT DUNEDIN.
 AL0011'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0011'AND U.S. ALT. 19, RUN EASTERLY ON CURLEW RD. FOR 1.35 MILE TO THE
 AL0011'JUNCTION OF COUNTY RD. 1.  STATION ON RIGHT, 32.9 FT. SOUTH OF THE
 AL0011'CENTERLINE OF CURLEW RD., 33.4 FT. EAST OF C.R. 1.  SET IN TOP
 AL0011'OF A CONCRETE HEADWALL.  SECTION 13, T28S, R15E.
 AL0011
 AL0011                          STATION RECOVERY (1987)
 AL0011
 AL0011'RECOVERY NOTE BY US POWER SQUADRON 1987 (FJA)
 AL0011'MARK NOT FOUND.
 AL0011
 AL0011                          STATION RECOVERY (1990)
 AL0011
 AL0011'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0011'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2112 ***********************************************************************
 AC2112  DESIGNATION -  1335
 AC2112  PID         -  AC2112
 AC2112  STATE/COUNTY-  FL/MIAMI-DADE
 AC2112  COUNTRY     -  US
 AC2112  USGS QUAD   -  SOUTH MIAMI (2018)
 AC2112
 AC2112                         *CURRENT SURVEY CONTROL
 AC2112  ______________________________________________________________________
 AC2112* NAD 83(1986) POSITION- 25 43 22.     (N) 080 15 59.     (W)   SCALED
 AC2112* NAVD 88 ORTHO HEIGHT -     3.573 (meters)       11.72  (feet) ADJUSTED
 AC2112  ______________________________________________________________________
 AC2112  GEOID HEIGHT    -        -25.323 (meters)                     GEOID18
 AC2112  DYNAMIC HEIGHT  -          3.567 (meters)       11.70  (feet) COMP
 AC2112  MODELED GRAVITY -    979,025.6   (mgal)                       NAVD 88
 AC2112  OBS GRAVITY     -    979,025.4   (mgal)                       GRAV_OBS
 AC2112
 AC2112  VERT ORDER      -  FIRST     CLASS II
 AC2112
 AC2112.The horizontal coordinates were scaled from a map and have
 AC2112.an estimated accuracy of +/- 6 seconds.
 AC2112
 AC2112.The orthometric height was determined by differential leveling and
 AC2112.adjusted by the NATIONAL GEODETIC SURVEY
 AC2112.in June 1991.
 AC2112
 AC2112.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2112.GEOID18 height accuracy estimate available here.
 AC2112
 AC2112.Click photographs - Photos may exist for this station.
 AC2112
 AC2112.The dynamic height is computed by dividing the NAVD 88
 AC2112.geopotential number by the normal gravity value computed on the
 AC2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2112.degrees latitude (g = 980.6199 gals.).
 AC2112
 AC2112.The modeled gravity was interpolated from observed gravity values.
 AC2112
 AC2112.The observed gravity was obtained from relative gravimeter ties
 AC2112.to the IGSN71 gravity network.
 AC2112
 AC2112;                    North         East    Units  Estimated Accuracy
 AC2112;SPC FL E     -   154,110.      273,620.      MT  (+/- 180 meters Scaled)
 AC2112
 AC2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ735451(NAD 83)
 AC2112
 AC2112                          SUPERSEDED SURVEY CONTROL
 AC2112
 AC2112  NGVD 29 (09/01/92)    4.046  (m)           13.27   (f) ADJUSTED    1 2
 AC2112
 AC2112.Superseded values are not recommended for survey control.
 AC2112
 AC2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2112.See file dsdata.pdf to determine how the superseded data were derived.
 AC2112
 AC2112_MARKER: DD = SURVEY DISK
 AC2112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC2112_SP_SET: ABUTMENT
 AC2112_STAMPING: 1335
 AC2112_MARK LOGO: FLHD
 AC2112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC2112
 AC2112  HISTORY     - Date     Condition        Report By
 AC2112  HISTORY     - UNK      MONUMENTED       FLHD
 AC2112  HISTORY     - 1966     GOOD             CGS
 AC2112  HISTORY     - 1973     GOOD             NGS
 AC2112  HISTORY     - 1978     GOOD             NGS
 AC2112  HISTORY     - 1982     GOOD             FLDNR
 AC2112  HISTORY     - 1987     GOOD             USPSQD
 AC2112  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AC2112  HISTORY     - 1989     GOOD             USPSQD
 AC2112  HISTORY     - 19910327 GOOD             USPSQD
 AC2112  HISTORY     - 19930517 MARK NOT FOUND   NGS
 AC2112
 AC2112                          STATION DESCRIPTION
 AC2112
 AC2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC2112'AT CORAL GABLES.
 AC2112'AT CORAL GABLES, ALONG U.S. HIGHWAY 1, AT THE HIGHWAY BRIDGE OVER
 AC2112'THE CORAL GABLES CANAL, 0.2 MILE NORTHEAST OF MILEPOST 372 OF
 AC2112'THE FLORIDA EAST COAST RAILROAD, 49.4 FEET SOUTHEAST OF THE
 AC2112'SOUTHEAST RAIL, 7.4 FEET NORTHWEST OF THE NORTHWEST CURB OF
 AC2112'HIGHWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN
 AC2112'THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE ABUTMENT
 AC2112'OF THE 90-FOOT CONCRETE BRIDGE.  MARK MAY ALSO BE REACHED BY
 AC2112'GOING 6.6 MILES SOUTHWEST ALONG THE FLORIDA EAST COAST RAILWAY
 AC2112'FROM THE CROSSING OF SW 8 TH STREET AT MIAMI.
 AC2112
 AC2112                          STATION RECOVERY (1973)
 AC2112
 AC2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2112'RECOVERED IN GOOD CONDITION.
 AC2112
 AC2112                          STATION RECOVERY (1978)
 AC2112
 AC2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2112'RECOVERED IN GOOD CONDITION.
 AC2112
 AC2112                          STATION RECOVERY (1982)
 AC2112
 AC2112'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2112'RECOVERED IN GOOD CONDITION.
 AC2112
 AC2112                          STATION RECOVERY (1987)
 AC2112
 AC2112'RECOVERY NOTE BY US POWER SQUADRON 1987 (LEM)
 AC2112'RECOVERED IN GOOD CONDITION.
 AC2112
 AC2112                          STATION RECOVERY (1987)
 AC2112
 AC2112'RECOVERY NOTE BY US POWER SQUADRON 1987 (RRB)
 AC2112'MARK NOT FOUND.
 AC2112
 AC2112                          STATION RECOVERY (1989)
 AC2112
 AC2112'RECOVERY NOTE BY US POWER SQUADRON 1989 (TD)
 AC2112'RECOVERED IN GOOD CONDITION.
 AC2112
 AC2112                          STATION RECOVERY (1991)
 AC2112
 AC2112'RECOVERY NOTE BY US POWER SQUADRON 1991 (LEM)
 AC2112'RECOVERED IN GOOD CONDITION.
 AC2112
 AC2112                          STATION RECOVERY (1993)
 AC2112
 AC2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC2112'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0012 ***********************************************************************
 AL0012  DESIGNATION -  134
 AL0012  PID         -  AL0012
 AL0012  STATE/COUNTY-  FL/PINELLAS
 AL0012  COUNTRY     -  US
 AL0012  USGS QUAD   -  DUNEDIN (2018)
 AL0012
 AL0012                         *CURRENT SURVEY CONTROL
 AL0012  ______________________________________________________________________
 AL0012* NAD 83(1986) POSITION- 28 02 55.     (N) 082 45 17.     (W)   SCALED
 AL0012* NAVD 88 ORTHO HEIGHT -     8.127 (meters)       26.66  (feet) ADJUSTED
 AL0012  ______________________________________________________________________
 AL0012  GEOID HEIGHT    -        -24.873 (meters)                     GEOID18
 AL0012  DYNAMIC HEIGHT  -          8.115 (meters)       26.62  (feet) COMP
 AL0012  MODELED GRAVITY -    979,187.6   (mgal)                       NAVD 88
 AL0012
 AL0012  VERT ORDER      -  SECOND    CLASS II
 AL0012
 AL0012.The horizontal coordinates were scaled from a map and have
 AL0012.an estimated accuracy of +/- 6 seconds.
 AL0012
 AL0012.The orthometric height was determined by differential leveling and
 AL0012.adjusted by the NATIONAL GEODETIC SURVEY
 AL0012.in June 1991.
 AL0012
 AL0012.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0012.GEOID18 height accuracy estimate available here.
 AL0012
 AL0012.Click photographs - Photos may exist for this station.
 AL0012
 AL0012.The dynamic height is computed by dividing the NAVD 88
 AL0012.geopotential number by the normal gravity value computed on the
 AL0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0012.degrees latitude (g = 980.6199 gals.).
 AL0012
 AL0012.The modeled gravity was interpolated from observed gravity values.
 AL0012
 AL0012;                    North         East    Units  Estimated Accuracy
 AL0012;SPC FL W     -   411,830.      125,800.      MT  (+/- 180 meters Scaled)
 AL0012
 AL0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM275038(NAD 83)
 AL0012
 AL0012                          SUPERSEDED SURVEY CONTROL
 AL0012
 AL0012  NGVD 29 (??/??/92)    8.387  (m)           27.52   (f) ADJ UNCH    2 2
 AL0012
 AL0012.Superseded values are not recommended for survey control.
 AL0012
 AL0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0012.See file dsdata.pdf to determine how the superseded data were derived.
 AL0012
 AL0012_MARKER: DD = SURVEY DISK
 AL0012_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0012_SP_SET: HEADWALL
 AL0012_STAMPING: 134 SRD
 AL0012_MARK LOGO: FLSRD
 AL0012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0012
 AL0012  HISTORY     - Date     Condition        Report By
 AL0012  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0012  HISTORY     - 1975     GOOD             FLDT
 AL0012  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AL0012  HISTORY     - 1990     GOOD             USPSQD
 AL0012  HISTORY     - 1991     GOOD             USPSQD
 AL0012
 AL0012                          STATION DESCRIPTION
 AL0012
 AL0012'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0012'0.7 MI NE FROM DUNEDIN.
 AL0012'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0012'AND U.S. ALT. 19, RUN EASTERLY ON CURLEW RD. FOR 1.7 MILE.
 AL0012'STATION ON RIGHT, 42.0 FT. SOUTH OF THE CENTERLINE OF CURLEW
 AL0012'RD., 118.3 FT. SW OF A POWER POLE (NO NUMBER).  SET IN TOP OF A
 AL0012'CONCRETE HEADWALL, THAT IS 0.5 FT. BELOW THE TOP OF THE GROUND.
 AL0012'SECTION 13, T28S, R15E.
 AL0012
 AL0012                          STATION RECOVERY (1987)
 AL0012
 AL0012'RECOVERY NOTE BY US POWER SQUADRON 1987 (FJA)
 AL0012'MARK NOT FOUND.
 AL0012
 AL0012                          STATION RECOVERY (1990)
 AL0012
 AL0012'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0012'RECOVERED IN GOOD CONDITION.
 AL0012
 AL0012                          STATION RECOVERY (1991)
 AL0012
 AL0012'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG)
 AL0012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE2891 ***********************************************************************
 BE2891  DESIGNATION -  134 12 WLC
 BE2891  PID         -  BE2891
 BE2891  STATE/COUNTY-  FL/CALHOUN
 BE2891  COUNTRY     -  US
 BE2891  USGS QUAD   -  CLARKSVILLE (2018)
 BE2891
 BE2891                         *CURRENT SURVEY CONTROL
 BE2891  ______________________________________________________________________
 BE2891* NAD 83(1986) POSITION- 30 26 01.     (N) 085 14 12.     (W)   SCALED
 BE2891* NAVD 88 ORTHO HEIGHT -    40.749 (meters)      133.69  (feet) ADJUSTED
 BE2891  ______________________________________________________________________
 BE2891  GEOID HEIGHT    -        -28.225 (meters)                     GEOID18
 BE2891  DYNAMIC HEIGHT  -         40.696 (meters)      133.52  (feet) COMP
 BE2891  MODELED GRAVITY -    979,324.7   (mgal)                       NAVD 88
 BE2891
 BE2891  VERT ORDER      -  SECOND    CLASS I
 BE2891
 BE2891.The horizontal coordinates were scaled from a map and have
 BE2891.an estimated accuracy of +/- 6 seconds.
 BE2891
 BE2891.The orthometric height was determined by differential leveling and
 BE2891.adjusted by the NATIONAL GEODETIC SURVEY
 BE2891.in June 1991.
 BE2891
 BE2891.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE2891.GEOID18 height accuracy estimate available here.
 BE2891
 BE2891.Click photographs - Photos may exist for this station.
 BE2891
 BE2891.The dynamic height is computed by dividing the NAVD 88
 BE2891.geopotential number by the normal gravity value computed on the
 BE2891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2891.degrees latitude (g = 980.6199 gals.).
 BE2891
 BE2891.The modeled gravity was interpolated from observed gravity values.
 BE2891
 BE2891;                    North         East    Units  Estimated Accuracy
 BE2891;SPC FL N     -   159,140.      529,240.      MT  (+/- 180 meters Scaled)
 BE2891
 BE2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU693681(NAD 83)
 BE2891
 BE2891                          SUPERSEDED SURVEY CONTROL
 BE2891
 BE2891.No superseded survey control is available for this station.
 BE2891
 BE2891_MARKER: DB = BENCH MARK DISK
 BE2891_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE2891_SP_SET: CONCRETE CULVERT
 BE2891_STAMPING: 134 12 WLC 1976
 BE2891_MARK LOGO: USGS
 BE2891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2891+STABILITY: SURFACE MOTION
 BE2891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE2891+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2021
 BE2891
 BE2891  HISTORY     - Date     Condition        Report By
 BE2891  HISTORY     - 1976     MONUMENTED       USGS
 BE2891  HISTORY     - 1981     GOOD             FLDNR
 BE2891  HISTORY     - 19961009 GOOD             USPSQD
 BE2891  HISTORY     - 20020622 GOOD             USPSQD
 BE2891  HISTORY     - 20080227 GOOD             FLDT
 BE2891  HISTORY     - 20210611 GOOD             PICKET
 BE2891
 BE2891                          STATION DESCRIPTION
 BE2891
 BE2891'DESCRIBED BY FL DEPT OF NAT RES 1981
 BE2891'3.0 MI WEST FROM CLARKSVILLE.
 BE2891'BEGIN AT THE U.S. POST OFFICE IN CLARKSVILLE, PROCEED 3.0 MILES WEST
 BE2891'ALONG STATE HIGHWAY 20 TO THE MARK.  THE MARK BEARS 40.9 FEET NORTH OF
 BE2891'THE CENTERLINE OF STATE HIGHWAY 20, 0.5 FOOT WEST OF THE EAST END OF A
 BE2891'CONCRETE CULVERT, 0.7 FOOT NORTHWEST OF AN 8-FOOT HIGH REFLECTING SIGN
 BE2891'POST, 12.0 FEET SOUTH OF AN OLD FENCE LINE AND 12.0 MILES EAST OF THE
 BE2891'INTERSECTION OF U.S. HIGHWAY 231 WITH STATE HIGHWAY 20.  THE MARK IS
 BE2891'SET FLUSH IN A CONCRETE CULVERT AND IS 5.1 FEET BELOW THE SURFACE OF
 BE2891'THE ROAD.
 BE2891
 BE2891                          STATION RECOVERY (1996)
 BE2891
 BE2891'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE2891'RECOVERED IN GOOD CONDITION.
 BE2891
 BE2891                          STATION RECOVERY (2002)
 BE2891
 BE2891'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD)
 BE2891'RECOVERED IN GOOD CONDITION.
 BE2891
 BE2891                          STATION RECOVERY (2008)
 BE2891
 BE2891'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2008 (WTS)
 BE2891'RECOVERED IN GOOD CONDITION.
 BE2891
 BE2891                          STATION RECOVERY (2021)
 BE2891
 BE2891'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JF)
 BE2891'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7039 ***********************************************************************
 AG7039  DESIGNATION -  134 C OF SP
 AG7039  PID         -  AG7039
 AG7039  STATE/COUNTY-  FL/PINELLAS
 AG7039  COUNTRY     -  US
 AG7039  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7039
 AG7039                         *CURRENT SURVEY CONTROL
 AG7039  ______________________________________________________________________
 AG7039* NAD 83(1986) POSITION- 27 46 39.     (N) 082 40 15.     (W)   SCALED
 AG7039* NAVD 88 ORTHO HEIGHT -    15.332 (meters)       50.30  (feet) ADJUSTED
 AG7039  ______________________________________________________________________
 AG7039  GEOID HEIGHT    -        -24.490 (meters)                     GEOID18
 AG7039  DYNAMIC HEIGHT  -         15.310 (meters)       50.23  (feet) COMP
 AG7039  MODELED GRAVITY -    979,175.4   (mgal)                       NAVD 88
 AG7039
 AG7039  VERT ORDER      -  SECOND    CLASS II
 AG7039
 AG7039.The horizontal coordinates were scaled from a map and have
 AG7039.an estimated accuracy of +/- 6 seconds.
 AG7039
 AG7039.The orthometric height was determined by differential leveling and
 AG7039.adjusted by the NATIONAL GEODETIC SURVEY
 AG7039.in June 1991.
 AG7039
 AG7039.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7039.GEOID18 height accuracy estimate available here.
 AG7039
 AG7039.Click photographs - Photos may exist for this station.
 AG7039
 AG7039.The dynamic height is computed by dividing the NAVD 88
 AG7039.geopotential number by the normal gravity value computed on the
 AG7039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7039.degrees latitude (g = 980.6199 gals.).
 AG7039
 AG7039.The modeled gravity was interpolated from observed gravity values.
 AG7039
 AG7039;                    North         East    Units  Estimated Accuracy
 AG7039;SPC FL W     -   381,730.      133,880.      MT  (+/- 180 meters Scaled)
 AG7039
 AG7039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL353736(NAD 83)
 AG7039
 AG7039                          SUPERSEDED SURVEY CONTROL
 AG7039
 AG7039  NGVD 29 (??/??/92)   15.601  (m)           51.18   (f) ADJ UNCH    2 2
 AG7039
 AG7039.Superseded values are not recommended for survey control.
 AG7039
 AG7039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7039.See file dsdata.pdf to determine how the superseded data were derived.
 AG7039
 AG7039_MARKER: DB = BENCH MARK DISK
 AG7039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7039_PROJECTION: FLUSH
 AG7039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7039+STABILITY: SURFACE MOTION
 AG7039
 AG7039  HISTORY     - Date     Condition        Report By
 AG7039  HISTORY     - UNK      MONUMENTED       FL2730
 AG7039  HISTORY     - 1977     GOOD             FL-103
 AG7039  HISTORY     - 20040116 MARK NOT FOUND   USPSQD
 AG7039  HISTORY     - 20081015 GOOD             PINCPW
 AG7039
 AG7039                          STATION DESCRIPTION
 AG7039
 AG7039'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7039'IN ST PETERSBURG.
 AG7039'TO REACH THE STATION FROM THE INTERSECTION OF SR 687 4TH ST. N. AND
 AG7039'SR 595 5TH AVE. N., RUN WESTERLY ON SR 595 FOR 2.05 MILES. STATION ON
 AG7039'RIGHT, 45.1 FT. NORTH OF THE CENTERLINE OF 5TH AVE. N., 91.3 FT. EAST
 AG7039'OF THE CENTERLINE OF 28TH ST. N., 51.7 FT. EAST OF A CONCRETE SIGNAL
 AG7039'LIGHT POLE NO NUMBER, 14.2 FT. NORTH OF THE BACK OF CURB, 0.3 FT.
 AG7039'SOUTH OF THE FACE OF SIDEWALK. SET IN THE TOP OF A CONCRETE X POST
 AG7039'THAT IS FLUSH WITH THE GROUND.
 AG7039
 AG7039                          STATION RECOVERY (2004)
 AG7039
 AG7039'RECOVERY NOTE BY US POWER SQUADRON 2004 (DFR)
 AG7039'MARK NOT FOUND.
 AG7039
 AG7039                          STATION RECOVERY (2008)
 AG7039
 AG7039'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (CB)
 AG7039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8273 ***********************************************************************
 AD8273  DESIGNATION -  1341 M
 AD8273  PID         -  AD8273
 AD8273  STATE/COUNTY-  FL/PALM BEACH
 AD8273  COUNTRY     -  US
 AD8273  USGS QUAD   -  BELLE GLADE (2018)
 AD8273
 AD8273                         *CURRENT SURVEY CONTROL
 AD8273  ______________________________________________________________________
 AD8273* NAD 83(1986) POSITION- 26 41 17.28   (N) 080 42 47.38   (W)   HD_HELD1
 AD8273* NAVD 88 ORTHO HEIGHT -     7.932 (meters)       26.02  (feet) ADJUSTED
 AD8273  ______________________________________________________________________
 AD8273  GEOID HEIGHT    -        -25.039 (meters)                     GEOID18
 AD8273  DYNAMIC HEIGHT  -          7.919 (meters)       25.98  (feet) COMP
 AD8273  MODELED GRAVITY -    979,106.5   (mgal)                       NAVD 88
 AD8273
 AD8273  VERT ORDER      -  FIRST     CLASS II
 AD8273
 AD8273.The horizontal coordinates were determined by differentially corrected
 AD8273.hand held GPS observations or other comparable positioning techniques
 AD8273.and have an estimated accuracy of +/- 3 meters.
 AD8273
 AD8273.The orthometric height was determined by differential leveling and
 AD8273.adjusted by the NATIONAL GEODETIC SURVEY
 AD8273.in September 1992.
 AD8273
 AD8273.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8273.GEOID18 height accuracy estimate available here.
 AD8273
 AD8273.Click photographs - Photos may exist for this station.
 AD8273
 AD8273.The dynamic height is computed by dividing the NAVD 88
 AD8273.geopotential number by the normal gravity value computed on the
 AD8273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8273.degrees latitude (g = 980.6199 gals.).
 AD8273
 AD8273.The modeled gravity was interpolated from observed gravity values.
 AD8273
 AD8273;                    North         East    Units  Estimated Accuracy
 AD8273;SPC FL E     -   260,883.0     228,546.7     MT  (+/- 3 meters HH1 GPS) 
 AD8273
 AD8273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK2853651925(NAD 83)
 AD8273
 AD8273                          SUPERSEDED SURVEY CONTROL
 AD8273
 AD8273  NGVD 29 (09/01/92)    8.363  (m)           27.44   (f) ADJUSTED    1 2
 AD8273
 AD8273.Superseded values are not recommended for survey control.
 AD8273
 AD8273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8273.See file dsdata.pdf to determine how the superseded data were derived.
 AD8273
 AD8273_MARKER: DH = HORIZONTAL CONTROL DISK
 AD8273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8273_STAMPING: 1341 M
 AD8273_MARK LOGO: NGS
 AD8273_PROJECTION: RECESSED 15 CENTIMETERS
 AD8273_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8273+STABILITY: SURFACE MOTION
 AD8273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8273+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2025
 AD8273
 AD8273  HISTORY     - Date     Condition        Report By
 AD8273  HISTORY     - 1975     MONUMENTED       NGS
 AD8273  HISTORY     - 19920206 GOOD             NGS
 AD8273  HISTORY     - 19920401 GOOD             NGS
 AD8273  HISTORY     - 20160403 GOOD             GEOCAC
 AD8273  HISTORY     - 20181218 GOOD             INDIV
 AD8273  HISTORY     - 20250717 GOOD             GEOCAC
 AD8273
 AD8273                          STATION DESCRIPTION
 AD8273
 AD8273'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (CRG)
 AD8273'THE MARK IS A COMPONENT OF THE BELLE GLADE CALIBRATION BASE LINE,
 AD8273'LOCATED IN SOUTH BAY ABOUT 25.7 KM (16.0 MI) EAST-SOUTHEAST OF
 AD8273'CLEWISTON AND 4.8 KM (3.0 MI) WEST OF BELLE GLADE.  MARK LIES IN THE
 AD8273'GRASS SHOULDER BETWEEN NW 1ST AVENUE AND CANAL L-20 IN SECTION 2 T 44
 AD8273'S R 36 E (BELLE GLADE 7.5 MIN QUAD).
 AD8273'
 AD8273'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE HIGHWAY 80
 AD8273'(MARTIN LUTHER KING JR. BOULEVARD), LOCATED IN SOUTH BAY, GO EAST ON
 AD8273'STATE HIGHWAY 80 FOR 0.3 KM (0.2 MI) TO THE INTERSECTION OF NW 1ST
 AD8273'AVENUE.  TURN LEFT AND GO NORTH FOR 1.2 KM (0.7 MI) TO THE
 AD8273'INTERSECTION OF ISLAND AVENUE ON THE LEFT.  CONTINUE AHEAD NORTH FOR
 AD8273'1.47 KM (0.91 MI) TO THE MARK ON THE RIGHT. MARK IS SET IN THE TOP OF
 AD8273'A 35 CM (14 IN) DIAMETER CONCRETE POST RECESSED 10 CM (4 IN) BELOW
 AD8273'GROUND SURFACE.  IT IS 14.0 M (45.9 FT) SOUTHEAST OF THE CENTER OF
 AD8273'POWERLINE POLE NO. 68P4, 5.7 M (18.7 FT) EAST OF THE CENTERLINE OF NW
 AD8273'1ST AVENUE AND 2.5 M (8.2 FT) WEST OF A FIBERGLASS WITNESS POST SET IN
 AD8273'THE BANK SLOPING DOWN TO THE CANAL.
 AD8273'
 AD8273'FOR MORE INFORMATION CONTACT MR. WILLIAM ETHERIDGE, PALM BEACH COUNTY,
 AD8273'DEPARTMENT OF ENGINEERING AND PUBLIC WORKS, SURVEY SECTION, P.O. BOX
 AD8273'21229, WEST PALM BEACH, FL 33416, OR CONTACT MR. RONNIE TAYLOR, NOS
 AD8273'NOS ADVISOR, C/O FLDNR, BUREAU OF SURVEY AND MAPPING, MAIL STOP 105,
 AD8273'3900 COMMONWEALTH BOULEVARD, TALLAHASSEE, FL 32399.
 AD8273
 AD8273                          STATION RECOVERY (1992)
 AD8273
 AD8273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD8273'2.7 KM (1.65 MI) NORTHERLY ALONG A PAVED ROAD (NORTHWEST 1ST AVENUE)
 AD8273'FROM THE POST OFFICE IN SOUTH BAY, 13.8 M (45.3 FT) SOUTHEAST OF
 AD8273'UTILITY POLE NUMBER 68P4 68 4, 5.7 M (18.7 FT) EAST OF THE CENTERLINE
 AD8273'OF THE ROAD, 2.5 M (8.2 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT)
 AD8273'BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 AD8273'FT) BELOW THE GROUND SURFACE.
 AD8273
 AD8273                          STATION RECOVERY (2016)
 AD8273
 AD8273'RECOVERY NOTE BY GEOCACHING 2016 (KEN)
 AD8273'RECOVERED IN GOOD CONDITION.
 AD8273
 AD8273                          STATION RECOVERY (2018)
 AD8273
 AD8273'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (MA)
 AD8273'RECOVERED IN GOOD CONDITION.
 AD8273
 AD8273                          STATION RECOVERY (2025)
 AD8273
 AD8273'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD8273'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI7641 ***********************************************************************
 DI7641  DESIGNATION -  13433
 DI7641  PID         -  DI7641
 DI7641  STATE/COUNTY-  FL/SARASOTA
 DI7641  COUNTRY     -  US
 DI7641  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DI7641
 DI7641                         *CURRENT SURVEY CONTROL
 DI7641  ______________________________________________________________________
 DI7641* NAD 83(1986) POSITION- 27 12 31.8    (N) 082 15 14.3    (W)   HD_HELD2
 DI7641* NAVD 88 ORTHO HEIGHT -     9.712 (meters)       31.86  (feet) ADJUSTED
 DI7641  ______________________________________________________________________
 DI7641  GEOID HEIGHT    -        -24.314 (meters)                     GEOID18
 DI7641  DYNAMIC HEIGHT  -          9.697 (meters)       31.81  (feet) COMP
 DI7641  MODELED GRAVITY -    979,121.5   (mgal)                       NAVD 88
 DI7641
 DI7641  VERT ORDER      -  FIRST     CLASS II
 DI7641
 DI7641.The horizontal coordinates were established by autonomous hand held GPS
 DI7641.observations and have an estimated accuracy of +/- 10 meters.
 DI7641
 DI7641.The orthometric height was determined by differential leveling and
 DI7641.adjusted by the NATIONAL GEODETIC SURVEY
 DI7641.in July 2015.
 DI7641
 DI7641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7641.GEOID18 height accuracy estimate available here.
 DI7641
 DI7641.Click photographs - Photos may exist for this station.
 DI7641
 DI7641.The dynamic height is computed by dividing the NAVD 88
 DI7641.geopotential number by the normal gravity value computed on the
 DI7641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7641.degrees latitude (g = 980.6199 gals.).
 DI7641
 DI7641.The modeled gravity was interpolated from observed gravity values.
 DI7641
 DI7641;                    North         East    Units  Estimated Accuracy
 DI7641;SPC FL W     -   318,568.      174,840.      MT  (+/- 10 meters HH2 GPS)
 DI7641
 DI7641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7581110187(NAD 83)
 DI7641
 DI7641                          SUPERSEDED SURVEY CONTROL
 DI7641
 DI7641  NAVD 88 (05/30/08)    9.718  (m)           31.88   (f) SUPERSEDED  1 2
 DI7641
 DI7641.Superseded values are not recommended for survey control.
 DI7641
 DI7641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI7641.See file dsdata.pdf to determine how the superseded data were derived.
 DI7641
 DI7641_MARKER: DR = REFERENCE MARK DISK
 DI7641_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI7641_STAMPING: 13433
 DI7641_MARK LOGO: FL-081
 DI7641_PROJECTION: PROJECTING 38 CENTIMETERS
 DI7641_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI7641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI7641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7641+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2025
 DI7641
 DI7641  HISTORY     - Date     Condition        Report By
 DI7641  HISTORY     - UNK      MONUMENTED       FL-081
 DI7641  HISTORY     - 20050712 GOOD             FLDEP
 DI7641  HISTORY     - 20140625 GOOD             FLDEP
 DI7641  HISTORY     - 20251106 GOOD             GEOCAC
 DI7641
 DI7641                          STATION DESCRIPTION
 DI7641
 DI7641'DESCRIBED BY FL DEPT OF ENV PRO 2005 (BPJ)
 DI7641'THE MARK IS ABOUT 17.0 MI SOUTHEAST OF SARASOTA, IN SECTION 1,
 DI7641'TOWNSHIP 38 SOUTH, RANGE  20 EAST.
 DI7641'
 DI7641'TO REACH THE MARK FROM THE INTERSTATE 75 OVERPASS AND STATE ROAD 72
 DI7641'ABOUT 5.5 MI  SOUTHEAST OF SARASOTA, GO EAST ON STATE ROAD 72 FOR 8.6
 DI7641'MI TO THE MAIN ENTRANCE ROAD TO  MYAKKA STATE PARK ON THE LEFT,
 DI7641'CONTINUE SOUTHEAST ON STATE ROAD 72 FOR 4.6 MI TO THE  MARK ON THE
 DI7641'RIGHT, SET IN THE TOP OF A 4-INCH SQUARE CONCRETE POST PROJECTING
 DI7641'15-INCHES  ABOVE THE LEVEL OF THE GROUND AND ABOUT 1.0 FT BELOW THE
 DI7641'LEVEL OF STATE ROAD 72.
 DI7641'
 DI7641'LOCATED 301.4 FT NORTHWEST OF SARASOTA COUNTY SURVEY MARK M 038, 34.0
 DI7641'FT SOUTHWEST OF  THE APPROXIMATE CENTERLINE OF STATE ROAD 72 AND 1.0
 DI7641'FT NORTHEAST OF A CARSONITE  WITNESS POST.
 DI7641
 DI7641                          STATION RECOVERY (2014)
 DI7641
 DI7641'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 DI7641'RECOVERED AS DESCRIBED.
 DI7641
 DI7641                          STATION RECOVERY (2025)
 DI7641
 DI7641'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DI7641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0013 ***********************************************************************
 AL0013  DESIGNATION -  135
 AL0013  PID         -  AL0013
 AL0013  STATE/COUNTY-  FL/PINELLAS
 AL0013  COUNTRY     -  US
 AL0013  USGS QUAD   -  OLDSMAR (2018)
 AL0013
 AL0013                         *CURRENT SURVEY CONTROL
 AL0013  ______________________________________________________________________
 AL0013* NAD 83(1986) POSITION- 28 02 55.     (N) 082 44 35.     (W)   SCALED
 AL0013* NAVD 88 ORTHO HEIGHT -    16.989 (meters)       55.74  (feet) ADJUSTED
 AL0013  ______________________________________________________________________
 AL0013  GEOID HEIGHT    -        -24.888 (meters)                     GEOID18
 AL0013  DYNAMIC HEIGHT  -         16.964 (meters)       55.66  (feet) COMP
 AL0013  MODELED GRAVITY -    979,187.7   (mgal)                       NAVD 88
 AL0013
 AL0013  VERT ORDER      -  SECOND    CLASS II
 AL0013
 AL0013.The horizontal coordinates were scaled from a map and have
 AL0013.an estimated accuracy of +/- 6 seconds.
 AL0013
 AL0013.The orthometric height was determined by differential leveling and
 AL0013.adjusted by the NATIONAL GEODETIC SURVEY
 AL0013.in June 1991.
 AL0013
 AL0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0013.GEOID18 height accuracy estimate available here.
 AL0013
 AL0013.Click photographs - Photos may exist for this station.
 AL0013
 AL0013.The dynamic height is computed by dividing the NAVD 88
 AL0013.geopotential number by the normal gravity value computed on the
 AL0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0013.degrees latitude (g = 980.6199 gals.).
 AL0013
 AL0013.The modeled gravity was interpolated from observed gravity values.
 AL0013
 AL0013;                    North         East    Units  Estimated Accuracy
 AL0013;SPC FL W     -   411,820.      126,950.      MT  (+/- 180 meters Scaled)
 AL0013
 AL0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM286038(NAD 83)
 AL0013
 AL0013                          SUPERSEDED SURVEY CONTROL
 AL0013
 AL0013  NGVD 29 (??/??/92)   17.248  (m)           56.59   (f) ADJ UNCH    2 2
 AL0013
 AL0013.Superseded values are not recommended for survey control.
 AL0013
 AL0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0013.See file dsdata.pdf to determine how the superseded data were derived.
 AL0013
 AL0013_MARKER: DD = SURVEY DISK
 AL0013_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0013_SP_SET: HEADWALL
 AL0013_STAMPING: 135 SRD
 AL0013_MARK LOGO: FLSRD
 AL0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0013+STABILITY: SURFACE MOTION
 AL0013
 AL0013  HISTORY     - Date     Condition        Report By
 AL0013  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0013  HISTORY     - 1975     GOOD             FLDT
 AL0013  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0013
 AL0013                          STATION DESCRIPTION
 AL0013
 AL0013'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0013'1.4 MI NE FROM DUNEDIN.
 AL0013'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0013'AND U.S. ALT. 19, RUN EASTERLY ON CURLEW RD. FOR 2.45 MILE.
 AL0013'STATION ON RIGHT, 39.2 FT. SOUTH OF THE CENTERLINE OF CURLEW RD.,
 AL0013'387.5 FT. EAST OF THE CENTERLINE OF FISHER RD., 96.0 FT. SW OF A
 AL0013'POWER POLE, NUMBER 6A-25338-R, 14.0 FT. NE FROM A TELEPHONE POLE,
 AL0013'NUMBER 460.  SET IN TOP OF A CONCRETE HEADWALL.  SECTION 18, T28S,
 AL0013'R16E.
 AL0013
 AL0013                          STATION RECOVERY (1990)
 AL0013
 AL0013'RECOVERY NOTE BY US POWER SQUADRON 1990 (BWD)
 AL0013'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6651 ***********************************************************************
 DE6651  DESIGNATION -  135.032
 DE6651  PID         -  DE6651
 DE6651  STATE/COUNTY-  FL/UNION
 DE6651  COUNTRY     -  US
 DE6651  USGS QUAD   -  RAIFORD (2018)
 DE6651
 DE6651                         *CURRENT SURVEY CONTROL
 DE6651  ______________________________________________________________________
 DE6651* NAD 83(1986) POSITION- 30 06 13.     (N) 082 09 40.     (W)   SCALED
 DE6651* NAVD 88 ORTHO HEIGHT -    40.928 (meters)      134.28  (feet) ADJUSTED
 DE6651  ______________________________________________________________________
 DE6651  GEOID HEIGHT    -        -28.138 (meters)                     GEOID18
 DE6651  DYNAMIC HEIGHT  -         40.874 (meters)      134.10  (feet) COMP
 DE6651  MODELED GRAVITY -    979,319.7   (mgal)                       NAVD 88
 DE6651
 DE6651  VERT ORDER      -  SECOND    CLASS I
 DE6651
 DE6651.The horizontal coordinates were scaled from a map and have
 DE6651.an estimated accuracy of +/- 6 seconds.
 DE6651
 DE6651.The orthometric height was determined by differential leveling and
 DE6651.adjusted by the NATIONAL GEODETIC SURVEY
 DE6651.in July 2004.
 DE6651
 DE6651.No vertical observational check was made to the station.
 DE6651
 DE6651.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6651.GEOID18 height accuracy estimate available here.
 DE6651
 DE6651.Click photographs - Photos may exist for this station.
 DE6651
 DE6651.The dynamic height is computed by dividing the NAVD 88
 DE6651.geopotential number by the normal gravity value computed on the
 DE6651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6651.degrees latitude (g = 980.6199 gals.).
 DE6651
 DE6651.The modeled gravity was interpolated from observed gravity values.
 DE6651
 DE6651;                    North         East    Units  Estimated Accuracy
 DE6651;SPC FL N     -   124,640.      825,410.      MT  (+/- 180 meters Scaled)
 DE6651
 DE6651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP881308(NAD 83)
 DE6651
 DE6651                          SUPERSEDED SURVEY CONTROL
 DE6651
 DE6651.No superseded survey control is available for this station.
 DE6651
 DE6651_MARKER: DB = BENCH MARK DISK
 DE6651_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6651_SP_SET: BRIDGE CURB
 DE6651_STAMPING: 135.032
 DE6651_MARK LOGO: CGS
 DE6651_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE6651_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6651+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1992
 DE6651
 DE6651  HISTORY     - Date     Condition        Report By
 DE6651  HISTORY     - UNK      MONUMENTED       CGS
 DE6651  HISTORY     - 19920208 GOOD             NGS
 DE6651
 DE6651                          STATION DESCRIPTION
 DE6651
 DE6651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 DE6651'THE MARK IS ABOUT 5.0 MI (8.0 KM) NORTHEAST FROM RAIFORD IN SECTION
 DE6651'36, T 4 S, R 21 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD
 DE6651'121 AND COUNTY ROAD CR-125 NORTHEAST OF RAIFORD, GO SOUTHEAST ON
 DE6651'COUNTY ROAD CR-125 FOR 3.45 MI (5.55 KM) TO THE MARK ON THE RIGHT, SET
 DE6651'IN THE TOP OF THE CURB OF THE BRIDGE. LOCATED IN THE NORTHWEST END OF
 DE6651'THE SOUTHWEST CURB.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE9859 ***********************************************************************
 DE9859  DESIGNATION -  1350 20
 DE9859  PID         -  DE9859
 DE9859  STATE/COUNTY-  FL/ORANGE
 DE9859  COUNTRY     -  US
 DE9859  USGS QUAD   -  BITHLO (2018)
 DE9859
 DE9859                         *CURRENT SURVEY CONTROL
 DE9859  ______________________________________________________________________
 DE9859* NAD 83(1986) POSITION- 28 33 26.     (N) 081 07 07.     (W)   SCALED
 DE9859* NAVD 88 ORTHO HEIGHT -    21.029 (meters)       68.99  (feet) ADJUSTED
 DE9859  ______________________________________________________________________
 DE9859  GEOID HEIGHT    -        -27.989 (meters)                     GEOID18
 DE9859  DYNAMIC HEIGHT  -         20.999 (meters)       68.89  (feet) COMP
 DE9859  MODELED GRAVITY -    979,205.2   (mgal)                       NAVD 88
 DE9859
 DE9859  VERT ORDER      -  FIRST     CLASS II
 DE9859
 DE9859.The horizontal coordinates were scaled from a map and have
 DE9859.an estimated accuracy of +/- 6 seconds.
 DE9859
 DE9859.The orthometric height was determined by differential leveling and
 DE9859.adjusted by the NATIONAL GEODETIC SURVEY
 DE9859.in April 2010.
 DE9859
 DE9859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9859.GEOID18 height accuracy estimate available here.
 DE9859
 DE9859.Click photographs - Photos may exist for this station.
 DE9859
 DE9859.The dynamic height is computed by dividing the NAVD 88
 DE9859.geopotential number by the normal gravity value computed on the
 DE9859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9859.degrees latitude (g = 980.6199 gals.).
 DE9859
 DE9859.The modeled gravity was interpolated from observed gravity values.
 DE9859
 DE9859;                    North         East    Units  Estimated Accuracy
 DE9859;SPC FL E     -   467,970.      188,390.      MT  (+/- 180 meters Scaled)
 DE9859
 DE9859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM883589(NAD 83)
 DE9859
 DE9859                          SUPERSEDED SURVEY CONTROL
 DE9859
 DE9859  NAVD 88 (11/10/03)   21.047  (m)           69.05   (f) SUPERSEDED  2 1
 DE9859
 DE9859.Superseded values are not recommended for survey control.
 DE9859
 DE9859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9859.See file dsdata.pdf to determine how the superseded data were derived.
 DE9859
 DE9859_MARKER: DD = SURVEY DISK
 DE9859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9859_STAMPING: 1350-20
 DE9859_MARK LOGO: SJRWMD
 DE9859_PROJECTION: FLUSH
 DE9859_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9859+STABILITY: SURFACE MOTION
 DE9859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9859+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2005
 DE9859
 DE9859  HISTORY     - Date     Condition        Report By
 DE9859  HISTORY     - 1997     MONUMENTED       SJRWMD
 DE9859  HISTORY     - 20050219 GOOD             FLDEP
 DE9859
 DE9859                          STATION DESCRIPTION
 DE9859
 DE9859'DESCRIBED BY ST JOHNS RIVER WATER MGMT DIST 1997 (JLM)
 DE9859'THE MARK IS IN BITHLO IN SECTION 21, TOWNSHIP 22 SOUTH, RANGE 32 EAST.
 DE9859'TO REACH THE MARK FROM THE JUNCTION OF STATE ROADS 419 (CHULUOTA ROAD)
 DE9859'AND 50 (EAST COLONIAL DRIVE) ON THE WEST SIDE OF BITHLO, GO EAST ON
 DE9859'STATE ROAD 50 FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A DIRT ROAD
 DE9859'LEADING SOUTH AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DE9859'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 50.
 DE9859'LOCATED 105.7 FT (32.2 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 DE9859'LANES OF STATE ROAD 50, 20.5 FT (6.2 M) WEST OF THE APPROXIMATE
 DE9859'CEWNTERLINE OF A DIRT ROAD LEADING SOUTH, 60.0 FT (18.3 M) EAST OF
 DE9859'FLDOT BM 5088A20, 17.8 FT (5.4 M) NORTHEAST OF THE NORTHEAST CORNER OF
 DE9859'A 5.0 FT (1.5 M) TALL CHAIN-LINK FENCE AND 0.8 FT (24.4 CM) NORTH OF A
 DE9859'METAL WITNESS POST.
 DE9859
 DE9859                          STATION RECOVERY (2005)
 DE9859
 DE9859'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 DE9859'THE MARK IS IN BITHLO, IN SECTION 21, TOWNSHIP 22 SOUTH, RANGE 32
 DE9859'EAST.
 DE9859'
 DE9859'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 419 (CHULUOTA ROAD)
 DE9859'AND STATE  HIGHWAY 50 (EAST COLONIAL DRIVE) ON THE WEST SIDE OF
 DE9859'BITHLO, GO EASTERLY ON STATE  HIGHWAY 50 (EAST COLONIAL DRIVE) FOR
 DE9859'0.55 MI TO THE JUNCTION OF A DIRT ROAD LEADING SOUTH  AND THE MARK ON
 DE9859'THE RIGHT, A SJRWMD DISC SET IN A 6-INCH STOVE PIPE FILLED WITH
 DE9859'CONCRETE  FLUSH WITH THE GROUND AND ABOUT LEVEL WITH STATE HIGHWAY 50
 DE9859'EASTBOUND LANES.
 DE9859'
 DE9859'LOCATED 105.3 FT SOUTH OF THE CENTERLINE OF STATE HIGHWAY 50 EASTBOUND
 DE9859'LANES, 25.0 FT  NORTH OF THE MOST NORTH POST OF THE LARGE SIGN NUMBER
 DE9859'1041-1, 19.0 FT WEST OF THE  APPROXIMATE CENTERLINE OF A DIRT ROAD
 DE9859'LEADING SOUTH, 18.0 FT NORTH-NORTHEAST OF THE  NORTHEAST CORNER OF THE
 DE9859'FENCE, 17.0 FT SOUTH-SOUTHEAST OF THE SOUTHEAST END OF THE  SIDEWALK.
 DE9859'
 DE9859'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DE9859'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4781 ***********************************************************************
 DI4781  DESIGNATION -  1350 20 RM 1
 DI4781  PID         -  DI4781
 DI4781  STATE/COUNTY-  FL/ORANGE
 DI4781  COUNTRY     -  US
 DI4781  USGS QUAD   -  BITHLO (2018)
 DI4781
 DI4781                         *CURRENT SURVEY CONTROL
 DI4781  ______________________________________________________________________
 DI4781* NAD 83(1986) POSITION- 28 33 25.     (N) 081 07 08.     (W)   SCALED
 DI4781* NAVD 88 ORTHO HEIGHT -    20.726 (meters)       68.00  (feet) ADJUSTED
 DI4781  ______________________________________________________________________
 DI4781  GEOID HEIGHT    -        -27.989 (meters)                     GEOID18
 DI4781  DYNAMIC HEIGHT  -         20.696 (meters)       67.90  (feet) COMP
 DI4781  MODELED GRAVITY -    979,205.2   (mgal)                       NAVD 88
 DI4781
 DI4781  VERT ORDER      -  FIRST     CLASS II
 DI4781
 DI4781.The horizontal coordinates were scaled from a map and have
 DI4781.an estimated accuracy of +/- 6 seconds.
 DI4781
 DI4781.The orthometric height was determined by differential leveling and
 DI4781.adjusted by the NATIONAL GEODETIC SURVEY
 DI4781.in April 2010.
 DI4781
 DI4781.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4781.GEOID18 height accuracy estimate available here.
 DI4781
 DI4781.Click photographs - Photos may exist for this station.
 DI4781
 DI4781.The dynamic height is computed by dividing the NAVD 88
 DI4781.geopotential number by the normal gravity value computed on the
 DI4781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4781.degrees latitude (g = 980.6199 gals.).
 DI4781
 DI4781.The modeled gravity was interpolated from observed gravity values.
 DI4781
 DI4781;                    North         East    Units  Estimated Accuracy
 DI4781;SPC FL E     -   467,930.      188,370.      MT  (+/- 180 meters Scaled)
 DI4781
 DI4781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM883589(NAD 83)
 DI4781
 DI4781                          SUPERSEDED SURVEY CONTROL
 DI4781
 DI4781.No superseded survey control is available for this station.
 DI4781
 DI4781_MARKER: DD = SURVEY DISK
 DI4781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI4781_STAMPING: 1350-20 RM-1
 DI4781_MARK LOGO: SJRWMD
 DI4781_PROJECTION: FLUSH
 DI4781_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI4781+STABILITY: SURFACE MOTION
 DI4781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI4781+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2005
 DI4781
 DI4781  HISTORY     - Date     Condition        Report By
 DI4781  HISTORY     - UNK      MONUMENTED       SJRWMD
 DI4781  HISTORY     - 20050219 GOOD             FLDEP
 DI4781
 DI4781                          STATION DESCRIPTION
 DI4781
 DI4781'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI4781'THE MARK IS IN BITHLO, IN SECTION 21, TOWNSHIP 22 SOUTH, RANGE 32
 DI4781'EAST.
 DI4781'
 DI4781'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 419 (CHULUOTA ROAD)
 DI4781'AND STATE  HIGHWAY 50 (EAST COLONIAL DRIVE) ON THE WEST SIDE OF
 DI4781'BITHLO, GO EASTERLY ON STATE  HIGHWAY 50 (EAST COLONIAL DRIVE) FOR 0.7
 DI4781'MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A  CONCRETE MONUMENT
 DI4781'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH STATE HIGHWAY 50  EASTBOUND
 DI4781'LANES.
 DI4781'
 DI4781'LOCATED ABOUT 360.0 FT EAST OF THE APPROXIMATE CENTERLINE OF A
 DI4781'DRIVEWAY AT 17502, 101.6 FT  SOUTH OF THE CENTERLINE OF STATE HIGHWAY
 DI4781'50 EASTBOUND LANES, 20.5 FT SOUTHWEST OF A  4-INCH ROUND FIBER OPTIC
 DI4781'CABLE WITNESS POST NUMBER 01617, 9.0 FT SOUTHEAST OF POWER  POLE
 DI4781'NUMBER A34287 AND 1.0 FT NORTH OF A SJRWMD METAL WITNESS POST.   NOTE
 DI4781'A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0014 ***********************************************************************
 AL0014  DESIGNATION -  136
 AL0014  PID         -  AL0014
 AL0014  STATE/COUNTY-  FL/PINELLAS
 AL0014  COUNTRY     -  US
 AL0014  USGS QUAD   -  OLDSMAR (2018)
 AL0014
 AL0014                         *CURRENT SURVEY CONTROL
 AL0014  ______________________________________________________________________
 AL0014* NAD 83(1986) POSITION- 28 02 55.     (N) 082 44 05.     (W)   SCALED
 AL0014* NAVD 88 ORTHO HEIGHT -    19.456 (meters)       63.83  (feet) ADJUSTED
 AL0014  ______________________________________________________________________
 AL0014  GEOID HEIGHT    -        -24.899 (meters)                     GEOID18
 AL0014  DYNAMIC HEIGHT  -         19.428 (meters)       63.74  (feet) COMP
 AL0014  MODELED GRAVITY -    979,187.8   (mgal)                       NAVD 88
 AL0014
 AL0014  VERT ORDER      -  SECOND    CLASS II
 AL0014
 AL0014.The horizontal coordinates were scaled from a map and have
 AL0014.an estimated accuracy of +/- 6 seconds.
 AL0014
 AL0014.The orthometric height was determined by differential leveling and
 AL0014.adjusted by the NATIONAL GEODETIC SURVEY
 AL0014.in June 1991.
 AL0014
 AL0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0014.GEOID18 height accuracy estimate available here.
 AL0014
 AL0014.Click photographs - Photos may exist for this station.
 AL0014
 AL0014.The dynamic height is computed by dividing the NAVD 88
 AL0014.geopotential number by the normal gravity value computed on the
 AL0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0014.degrees latitude (g = 980.6199 gals.).
 AL0014
 AL0014.The modeled gravity was interpolated from observed gravity values.
 AL0014
 AL0014;                    North         East    Units  Estimated Accuracy
 AL0014;SPC FL W     -   411,810.      127,770.      MT  (+/- 180 meters Scaled)
 AL0014
 AL0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM294038(NAD 83)
 AL0014
 AL0014                          SUPERSEDED SURVEY CONTROL
 AL0014
 AL0014  NGVD 29 (??/??/92)   19.716  (m)           64.68   (f) ADJ UNCH    2 2
 AL0014
 AL0014.Superseded values are not recommended for survey control.
 AL0014
 AL0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0014.See file dsdata.pdf to determine how the superseded data were derived.
 AL0014
 AL0014_MARKER: DD = SURVEY DISK
 AL0014_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0014_SP_SET: HEADWALL
 AL0014_STAMPING: 136 SRD
 AL0014_MARK LOGO: FLSRD
 AL0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0014
 AL0014  HISTORY     - Date     Condition        Report By
 AL0014  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0014  HISTORY     - 1975     GOOD             FLDT
 AL0014  HISTORY     - 1990     GOOD             USPSQD
 AL0014
 AL0014                          STATION DESCRIPTION
 AL0014
 AL0014'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0014'1.8 MI NW FROM OLDSMAR.
 AL0014'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0014'AND U.S. 19, RUN EASTERLY ON CURLEW RD. FOR 0.2 MILE.  STATION
 AL0014'ON RIGHT, 37.4 FT. SOUTH OF THE CENTERLINE OF CURLEW RD., 98.0
 AL0014'FT. SW OF A POWER POLE, NUMBER 6A-26303-R, 56.5 FT. NW OF A
 AL0014'POWER POLE, NUMBER 6A-26304-R.  SET IN TOP OF A CONCRETE
 AL0014'HEADWALL.  SECTION 18, T28S, R16E.
 AL0014
 AL0014                          STATION RECOVERY (1990)
 AL0014
 AL0014'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0014'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0015 ***********************************************************************
 AL0015  DESIGNATION -  137
 AL0015  PID         -  AL0015
 AL0015  STATE/COUNTY-  FL/PINELLAS
 AL0015  COUNTRY     -  US
 AL0015  USGS QUAD   -  OLDSMAR (2018)
 AL0015
 AL0015                         *CURRENT SURVEY CONTROL
 AL0015  ______________________________________________________________________
 AL0015* NAD 83(1986) POSITION- 28 02 56.     (N) 082 42 28.     (W)   SCALED
 AL0015* NAVD 88 ORTHO HEIGHT -     4.951 (meters)       16.24  (feet) ADJUSTED
 AL0015  ______________________________________________________________________
 AL0015  GEOID HEIGHT    -        -24.935 (meters)                     GEOID18
 AL0015  DYNAMIC HEIGHT  -          4.944 (meters)       16.22  (feet) COMP
 AL0015  MODELED GRAVITY -    979,188.3   (mgal)                       NAVD 88
 AL0015
 AL0015  VERT ORDER      -  SECOND    CLASS I
 AL0015
 AL0015.The horizontal coordinates were scaled from a map and have
 AL0015.an estimated accuracy of +/- 6 seconds.
 AL0015
 AL0015.The orthometric height was determined by differential leveling and
 AL0015.adjusted by the NATIONAL GEODETIC SURVEY
 AL0015.in June 1991.
 AL0015
 AL0015.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0015.GEOID18 height accuracy estimate available here.
 AL0015
 AL0015.Click photographs - Photos may exist for this station.
 AL0015
 AL0015.The dynamic height is computed by dividing the NAVD 88
 AL0015.geopotential number by the normal gravity value computed on the
 AL0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0015.degrees latitude (g = 980.6199 gals.).
 AL0015
 AL0015.The modeled gravity was interpolated from observed gravity values.
 AL0015
 AL0015;                    North         East    Units  Estimated Accuracy
 AL0015;SPC FL W     -   411,830.      130,420.      MT  (+/- 180 meters Scaled)
 AL0015
 AL0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM321037(NAD 83)
 AL0015
 AL0015                          SUPERSEDED SURVEY CONTROL
 AL0015
 AL0015  NGVD 29 (??/??/92)    5.210  (m)           17.09   (f) ADJ UNCH    2 1
 AL0015
 AL0015.Superseded values are not recommended for survey control.
 AL0015
 AL0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0015.See file dsdata.pdf to determine how the superseded data were derived.
 AL0015
 AL0015_MARKER: DD = SURVEY DISK
 AL0015_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AL0015_SP_SET: ABUTMENT
 AL0015_STAMPING: 137 SRD
 AL0015_MARK LOGO: FLSRD
 AL0015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0015
 AL0015  HISTORY     - Date     Condition        Report By
 AL0015  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0015  HISTORY     - 1975     GOOD             FLDT
 AL0015  HISTORY     - 1983     GOOD             FLDNR
 AL0015  HISTORY     - 1990     GOOD             USPSQD
 AL0015
 AL0015                          STATION DESCRIPTION
 AL0015
 AL0015'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0015'0.2 MI W FROM OLDSMAR.
 AL0015'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0015'AND U.S. 19, RUN EASTERLY ON CURLEW RD. FOR 1.95 MILE.  STATION
 AL0015'ON RIGHT, IN SW CORNER OF LAKE TARPON CANAL BRIDGE, 14.0 FT.
 AL0015'SOUTH OF THE CENTERLINE OF CURLEW RD.  SET IN TOP OF CONCRETE
 AL0015'BRIDGE ABUTMENT.  SECTION 16, T28S, R16E.
 AL0015
 AL0015                          STATION RECOVERY (1983)
 AL0015
 AL0015'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL0015'RECOVERED IN GOOD CONDITION.
 AL0015
 AL0015                          STATION RECOVERY (1990)
 AL0015
 AL0015'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7123 ***********************************************************************
 AG7123  DESIGNATION -  137
 AG7123  PID         -  AG7123
 AG7123  STATE/COUNTY-  FL/PINELLAS
 AG7123  COUNTRY     -  US
 AG7123  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7123
 AG7123                         *CURRENT SURVEY CONTROL
 AG7123  ______________________________________________________________________
 AG7123* NAD 83(1986) POSITION- 27 47 57.7    (N) 082 40 17.4    (W)   HD_HELD2
 AG7123* NAVD 88 ORTHO HEIGHT -    15.863 (meters)       52.04  (feet) ADJUSTED
 AG7123  ______________________________________________________________________
 AG7123  GEOID HEIGHT    -        -24.519 (meters)                     GEOID18
 AG7123  DYNAMIC HEIGHT  -         15.840 (meters)       51.97  (feet) COMP
 AG7123  MODELED GRAVITY -    979,177.1   (mgal)                       NAVD 88
 AG7123
 AG7123  VERT ORDER      -  SECOND    CLASS II
 AG7123
 AG7123.The horizontal coordinates were established by autonomous hand held GPS
 AG7123.observations and have an estimated accuracy of +/- 10 meters.
 AG7123
 AG7123.The orthometric height was determined by differential leveling and
 AG7123.adjusted by the NATIONAL GEODETIC SURVEY
 AG7123.in June 1991.
 AG7123
 AG7123.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7123.GEOID18 height accuracy estimate available here.
 AG7123
 AG7123.Click photographs - Photos may exist for this station.
 AG7123
 AG7123.The dynamic height is computed by dividing the NAVD 88
 AG7123.geopotential number by the normal gravity value computed on the
 AG7123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7123.degrees latitude (g = 980.6199 gals.).
 AG7123
 AG7123.The modeled gravity was interpolated from observed gravity values.
 AG7123
 AG7123;                    North         East    Units  Estimated Accuracy
 AG7123;SPC FL W     -   384,157.      133,831.      MT  (+/- 10 meters HH2 GPS)
 AG7123
 AG7123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3533776097(NAD 83)
 AG7123
 AG7123                          SUPERSEDED SURVEY CONTROL
 AG7123
 AG7123  NGVD 29 (??/??/92)   16.127  (m)           52.91   (f) ADJ UNCH    2 2
 AG7123
 AG7123.Superseded values are not recommended for survey control.
 AG7123
 AG7123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7123.See file dsdata.pdf to determine how the superseded data were derived.
 AG7123
 AG7123_MARKER: DD = SURVEY DISK
 AG7123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7123_PROJECTION: RECESSED 5 CENTIMETERS
 AG7123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7123+STABILITY: SURFACE MOTION
 AG7123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7123+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 AG7123
 AG7123  HISTORY     - Date     Condition        Report By
 AG7123  HISTORY     - UNK      MONUMENTED       FL2730
 AG7123  HISTORY     - 1977     GOOD             FL-103
 AG7123  HISTORY     - 19970313 GOOD             USPSQD
 AG7123  HISTORY     - 20021216 GOOD             USPSQD
 AG7123  HISTORY     - 20060108 GOOD             USPSQD
 AG7123  HISTORY     - 20060321 GOOD             USPSQD
 AG7123
 AG7123                          STATION DESCRIPTION
 AG7123
 AG7123'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7123'IN ST PETERSBURG.
 AG7123'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 92 SR 687 4TH
 AG7123'ST. AND SR 595 5TH AVE. N., RUN NORTHERLY ON SR 687 FOR 1.50 MILES TO
 AG7123'THE INTERSECTION OF 30TH AVE. N. TURN LEFT AND RUN WESTERLY ON 30TH
 AG7123'AVE. N. FOR 2.15 MILES TO 28TH ST. N. STATION ON THE RIGHT, IN THE
 AG7123'N.W. CORNER, 36.5 FT. NORTH OF THE CENTERLINE OF 30TH AVE. N., 49.9
 AG7123'FT. WEST OF THE CENTERLIN OF 28TH ST. N., 7.9 FT. NORTH OF A FIRE
 AG7123'HYDRANT, 21.7 FT. EAST OF A 9 INCH PALM TREE, 16.5 FT. NORTH OF THE
 AG7123'BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS 2 INCHES
 AG7123'BELOW THE GROUND.  NO STAMPING ON DISK.
 AG7123
 AG7123                          STATION RECOVERY (1997)
 AG7123
 AG7123'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7123'RECOVERED IN GOOD CONDITION.
 AG7123
 AG7123                          STATION RECOVERY (2002)
 AG7123
 AG7123'RECOVERY NOTE BY US POWER SQUADRON 2002 (RE)
 AG7123'RECOVERED IN GOOD CONDITION.
 AG7123
 AG7123                          STATION RECOVERY (2006)
 AG7123
 AG7123'RECOVERY NOTE BY US POWER SQUADRON 2006 (RHC)
 AG7123'RECOVERED IN GOOD CONDITION.
 AG7123
 AG7123                          STATION RECOVERY (2006)
 AG7123
 AG7123'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 AG7123'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0016 ***********************************************************************
 AL0016  DESIGNATION -  138
 AL0016  PID         -  AL0016
 AL0016  STATE/COUNTY-  FL/PINELLAS
 AL0016  COUNTRY     -  US
 AL0016  USGS QUAD   -  OLDSMAR (2018)
 AL0016
 AL0016                         *CURRENT SURVEY CONTROL
 AL0016  ______________________________________________________________________
 AL0016* NAD 83(1986) POSITION- 28 02 56.     (N) 082 42 20.     (W)   SCALED
 AL0016* NAVD 88 ORTHO HEIGHT -     4.789 (meters)       15.71  (feet) ADJUSTED
 AL0016  ______________________________________________________________________
 AL0016  GEOID HEIGHT    -        -24.937 (meters)                     GEOID18
 AL0016  DYNAMIC HEIGHT  -          4.782 (meters)       15.69  (feet) COMP
 AL0016  MODELED GRAVITY -    979,188.4   (mgal)                       NAVD 88
 AL0016
 AL0016  VERT ORDER      -  SECOND    CLASS I
 AL0016
 AL0016.The horizontal coordinates were scaled from a map and have
 AL0016.an estimated accuracy of +/- 6 seconds.
 AL0016
 AL0016.The orthometric height was determined by differential leveling and
 AL0016.adjusted by the NATIONAL GEODETIC SURVEY
 AL0016.in June 1991.
 AL0016
 AL0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0016.GEOID18 height accuracy estimate available here.
 AL0016
 AL0016.Click photographs - Photos may exist for this station.
 AL0016
 AL0016.The dynamic height is computed by dividing the NAVD 88
 AL0016.geopotential number by the normal gravity value computed on the
 AL0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0016.degrees latitude (g = 980.6199 gals.).
 AL0016
 AL0016.The modeled gravity was interpolated from observed gravity values.
 AL0016
 AL0016;                    North         East    Units  Estimated Accuracy
 AL0016;SPC FL W     -   411,830.      130,640.      MT  (+/- 180 meters Scaled)
 AL0016
 AL0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM323037(NAD 83)
 AL0016
 AL0016                          SUPERSEDED SURVEY CONTROL
 AL0016
 AL0016  NGVD 29 (??/??/92)    5.047  (m)           16.56   (f) ADJ UNCH    2 1
 AL0016
 AL0016.Superseded values are not recommended for survey control.
 AL0016
 AL0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0016.See file dsdata.pdf to determine how the superseded data were derived.
 AL0016
 AL0016_MARKER: DD = SURVEY DISK
 AL0016_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AL0016_SP_SET: ABUTMENT
 AL0016_STAMPING: 138 SRD
 AL0016_MARK LOGO: FLSRD
 AL0016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0016
 AL0016  HISTORY     - Date     Condition        Report By
 AL0016  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0016  HISTORY     - 1975     GOOD             FLDT
 AL0016  HISTORY     - 1983     GOOD             FLDNR
 AL0016  HISTORY     - 1990     GOOD             USPSQD
 AL0016  HISTORY     - 20070719 MARK NOT FOUND   YOUNG
 AL0016
 AL0016                          STATION DESCRIPTION
 AL0016
 AL0016'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0016'0.2 MI W FROM OLDSMAR.
 AL0016'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0016'AND U.S. 19, RUN EASTERLY ON CURLEW RD. FOR 2.0 MILE.  STATION
 AL0016'ON LEFT, IN NE CORNER OF LAKE TARPON CANAL BRIDGE, 14.0 FT. NORTH
 AL0016'OF THE CENTERLINE OF CURLEW RD.  SET IN TOP OF CONCRETE BRIDGE
 AL0016'ABUTMENT.  SECTION 16, T28S, R16E.
 AL0016
 AL0016                          STATION RECOVERY (1983)
 AL0016
 AL0016'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL0016'RECOVERED IN GOOD CONDITION.
 AL0016
 AL0016                          STATION RECOVERY (1990)
 AL0016
 AL0016'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0016'RECOVERED IN GOOD CONDITION.
 AL0016
 AL0016                          STATION RECOVERY (2007)
 AL0016
 AL0016'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2007 (WL)
 AL0016'CURLEW ROAD HAS BEEN WIDENED AND CANAL BRIDGE REBUILT
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8643 ***********************************************************************
 AG8643  DESIGNATION -  138 11 RHP TT
 AG8643  PID         -  AG8643
 AG8643  STATE/COUNTY-  FL/HILLSBOROUGH
 AG8643  COUNTRY     -  US
 AG8643  USGS QUAD   -  LITHIA (2018)
 AG8643
 AG8643                         *CURRENT SURVEY CONTROL
 AG8643  ______________________________________________________________________
 AG8643* NAD 83(1990) POSITION- 27 45 46.90623(N) 082 14 26.98831(W)   ADJUSTED
 AG8643* NAVD 88 ORTHO HEIGHT -    41.73  (+/-2cm)      136.9   (feet) VERTCON3
 AG8643  ______________________________________________________________________
 AG8643  GEOID HEIGHT    -        -24.976 (meters)                     GEOID18
 AG8643  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 AG8643  HORZ ORDER      -  SECOND
 AG8643  VERT ORDER      -  THIRD ? (See Below)
 AG8643
 AG8643.The horizontal coordinates were established by classical geodetic methods
 AG8643.and adjusted by the National Geodetic Survey in May 1991.
 AG8643
 AG8643.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG8643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG8643
 AG8643.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8643.GEOID18 height accuracy estimate available here.
 AG8643
 AG8643.The vertical order pertains to the NGVD 29 superseded value.
 AG8643
 AG8643.Click photographs - Photos may exist for this station.
 AG8643
 AG8643.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG8643
 AG8643. The following values were computed from the NAD 83(1990) position.
 AG8643
 AG8643;                    North         East     Units Scale Factor Converg.
 AG8643;SPC FL W     -   379,973.283   176,261.241   MT  0.99994813   -0 06 43.9
 AG8643;SPC FL W     - 1,246,629.01    578,283.75   sFT  0.99994813   -0 06 43.9
 AG8643;UTM  17      - 3,071,569.192   377,727.157   MT  0.99978454   -0 34 41.1
 AG8643
 AG8643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG8643!SPC FL W     -   0.99999737  x   0.99994813  =   0.99994550
 AG8643!UTM  17      -   0.99999737  x   0.99978454  =   0.99978191
 AG8643
 AG8643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7772771569(NAD 83)
 AG8643
 AG8643                          SUPERSEDED SURVEY CONTROL
 AG8643
 AG8643  NAD 83(1986)-  27 45 46.91128(N)    082 14 27.01061(W) AD(       ) 2
 AG8643  NGVD 29              42.00   (m)          137.8    (f) LEVELING    3  
 AG8643
 AG8643.Superseded values are not recommended for survey control.
 AG8643
 AG8643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8643.See file dsdata.pdf to determine how the superseded data were derived.
 AG8643
 AG8643_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG8643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8643+STABILITY: SURFACE MOTION
 AG8643
 AG8643  HISTORY     - Date     Condition        Report By
 AG8643  HISTORY     - UNK      MONUMENTED
 AG8643  HISTORY     - 1984     GOOD             FL-057
 AG8643
 AG8643                          STATION DESCRIPTION
 AG8643
 AG8643'DESCRIBED BY HILLSBOROUGH COUNTY FLORIDA 1984 (RSW)
 AG8643'THE STATION IS LOCATED IN THE BALM AREA OF SOUTHERN HILLSBOROUGH
 AG8643'COUNTY.
 AG8643'
 AG8643'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 672 AND HWY
 AG8643'39, PROCEED WEST ON COUNTY ROAD 672 FOR ABOUT 5.8 MILES TO DUPREE
 AG8643'ROAD, A DIRT ROAD TO THE NORTH, STATION IS IN THE NORTHWEST CORNER OF
 AG8643'THE T-JUNCTION OF DUPREE ROAD AND COUNTY ROAD 672.
 AG8643'
 AG8643'THE STATION IS A STANDARD N.G.S. DISK STAMPED---138 11 RHP 1949
 AG8643'TT---SET INTO THE TOP OF A 6 INCH SQUARE CONCRETE MONUMENT PROJECTING
 AG8643'6 INCHES ABOVE GROUND, LOCATED 33.1 FEET NORTH OF THE CENTERLINE OF
 AG8643'COUNTY ROAD 672, 45.4 FEET SOUTHWEST OF A METAL PIPE UNDER A SHELL
 AG8643'DRIVE, 69.5 FEET WEST OF A 6 FOOT CHAIN LINK FENCE AROUND GENERAL
 AG8643'TELEPHONE COMPANY STATION, 10.8 FEET NORTHWEST OF A METAL PIPE UNDER
 AG8643'A SHELL ROAD(DUPREE ROAD).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0017 ***********************************************************************
 AL0017  DESIGNATION -  139
 AL0017  PID         -  AL0017
 AL0017  STATE/COUNTY-  FL/PINELLAS
 AL0017  COUNTRY     -  US
 AL0017  USGS QUAD   -  OLDSMAR (2018)
 AL0017
 AL0017                         *CURRENT SURVEY CONTROL
 AL0017  ______________________________________________________________________
 AL0017* NAD 83(1986) POSITION- 28 02 56.     (N) 082 41 42.     (W)   SCALED
 AL0017* NAVD 88 ORTHO HEIGHT -     3.082 (meters)       10.11  (feet) ADJUSTED
 AL0017  ______________________________________________________________________
 AL0017  GEOID HEIGHT    -        -24.950 (meters)                     GEOID18
 AL0017  DYNAMIC HEIGHT  -          3.077 (meters)       10.10  (feet) COMP
 AL0017  MODELED GRAVITY -    979,188.6   (mgal)                       NAVD 88
 AL0017
 AL0017  VERT ORDER      -  SECOND    CLASS II
 AL0017
 AL0017.The horizontal coordinates were scaled from a map and have
 AL0017.an estimated accuracy of +/- 6 seconds.
 AL0017
 AL0017.The orthometric height was determined by differential leveling and
 AL0017.adjusted by the NATIONAL GEODETIC SURVEY
 AL0017.in June 1991.
 AL0017
 AL0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0017.GEOID18 height accuracy estimate available here.
 AL0017
 AL0017.Click photographs - Photos may exist for this station.
 AL0017
 AL0017.The dynamic height is computed by dividing the NAVD 88
 AL0017.geopotential number by the normal gravity value computed on the
 AL0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0017.degrees latitude (g = 980.6199 gals.).
 AL0017
 AL0017.The modeled gravity was interpolated from observed gravity values.
 AL0017
 AL0017;                    North         East    Units  Estimated Accuracy
 AL0017;SPC FL W     -   411,820.      131,670.      MT  (+/- 180 meters Scaled)
 AL0017
 AL0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM334037(NAD 83)
 AL0017
 AL0017                          SUPERSEDED SURVEY CONTROL
 AL0017
 AL0017  NGVD 29 (??/??/92)    3.340  (m)           10.96   (f) ADJ UNCH    2 2
 AL0017
 AL0017.Superseded values are not recommended for survey control.
 AL0017
 AL0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0017.See file dsdata.pdf to determine how the superseded data were derived.
 AL0017
 AL0017_MARKER: DD = SURVEY DISK
 AL0017_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0017_SP_SET: HEADWALL
 AL0017_STAMPING: 139 SRD
 AL0017_MARK LOGO: FLSRD
 AL0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0017+STABILITY: SURFACE MOTION
 AL0017
 AL0017  HISTORY     - Date     Condition        Report By
 AL0017  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0017  HISTORY     - 1975     GOOD             FLDT
 AL0017
 AL0017                          STATION DESCRIPTION
 AL0017
 AL0017'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0017'AT OLDSMAR.
 AL0017'STATION IS AT THE INTERSECTION OF CURLEW RD. (S.R. S-586) AND
 AL0017'S.R. 584, 23.0 FT. SOUTH OF THE CENTERLINE OF CURLEW RD., 158.5
 AL0017'FT. SW OF THE CENTERLINE OF S.R. 584, 110.5 FT. E/NE OF A POWER
 AL0017'POLE (NO NUMBER).  SET IN TOP OF HEADWALL.  SECTION 15, T28S,
 AL0017'R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1980 ***********************************************************************
 AG1980  DESIGNATION -  14
 AG1980  PID         -  AG1980
 AG1980  STATE/COUNTY-  FL/MANATEE
 AG1980  COUNTRY     -  US
 AG1980  USGS QUAD   -  BRADENTON BEACH (2018)
 AG1980
 AG1980                         *CURRENT SURVEY CONTROL
 AG1980  ______________________________________________________________________
 AG1980* NAD 83(1986) POSITION- 27 28 06.9    (N) 082 41 45.2    (W)   HD_HELD2
 AG1980* NAVD 88 ORTHO HEIGHT -     4.653 (meters)       15.27  (feet) ADJUSTED
 AG1980  ______________________________________________________________________
 AG1980  GEOID HEIGHT    -        -24.351 (meters)                     GEOID18
 AG1980  DYNAMIC HEIGHT  -          4.645 (meters)       15.24  (feet) COMP
 AG1980  MODELED GRAVITY -    979,141.2   (mgal)                       NAVD 88
 AG1980
 AG1980  VERT ORDER      -  FIRST     CLASS I
 AG1980
 AG1980.The horizontal coordinates were established by autonomous hand held GPS
 AG1980.observations and have an estimated accuracy of +/- 10 meters.
 AG1980
 AG1980.The orthometric height was determined by differential leveling and
 AG1980.adjusted by the NATIONAL GEODETIC SURVEY
 AG1980.in June 1991.
 AG1980
 AG1980.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1980.GEOID18 height accuracy estimate available here.
 AG1980
 AG1980.Click photographs - Photos may exist for this station.
 AG1980
 AG1980.The dynamic height is computed by dividing the NAVD 88
 AG1980.geopotential number by the normal gravity value computed on the
 AG1980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1980.degrees latitude (g = 980.6199 gals.).
 AG1980
 AG1980.The modeled gravity was interpolated from observed gravity values.
 AG1980
 AG1980;                    North         East    Units  Estimated Accuracy
 AG1980;SPC FL W     -   347,516.      131,221.      MT  (+/- 10 meters HH2 GPS)
 AG1980
 AG1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3243039481(NAD 83)
 AG1980
 AG1980                          SUPERSEDED SURVEY CONTROL
 AG1980
 AG1980  NGVD 29 (??/??/92)    4.95   (m)           16.2    (f) COMPUTED    1 1
 AG1980
 AG1980.Superseded values are not recommended for survey control.
 AG1980
 AG1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1980.See file dsdata.pdf to determine how the superseded data were derived.
 AG1980
 AG1980_MARKER: DD = SURVEY DISK
 AG1980_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG1980_SP_SET: BRIDGE
 AG1980_STAMPING: 14
 AG1980_MARK LOGO: FL-081
 AG1980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG1980+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2020
 AG1980
 AG1980  HISTORY     - Date     Condition        Report By
 AG1980  HISTORY     - UNK      MONUMENTED       FL-081
 AG1980  HISTORY     - 1966     GOOD             CGS
 AG1980  HISTORY     - 1989     GOOD             USPSQD
 AG1980  HISTORY     - 1990     GOOD             USPSQD
 AG1980  HISTORY     - 1991     GOOD             USPSQD
 AG1980  HISTORY     - 20020302 GOOD             USPSQD
 AG1980  HISTORY     - 20090112 GOOD             FL-081
 AG1980  HISTORY     - 20130419 GOOD             FL-081
 AG1980  HISTORY     - 20140911 GOOD             GEOCAC
 AG1980  HISTORY     - 20200817 GOOD             FL-081
 AG1980
 AG1980                          STATION DESCRIPTION
 AG1980
 AG1980'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG1980'0.2 MI E FROM BRADENTON BEACH.
 AG1980'ABOUT 0.2 MILE EAST ALONG CORTEZ ROAD (STATE HIGHWAY 684) FROM
 AG1980'THE JUNCTION OF STATE HIGHWAY 789 AT BRADENTON BEACH, 204 YARDS
 AG1980'EAST OF THE WEST END OF THE CORTEZ BRIDGE OVER SARASOTA PASS,
 AG1980'15.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, ABOUT LEVEL
 AG1980'WITH THE HIGHWAY AND SET IN THE TOP OF THE NORTH CONCRETE WALKWAY
 AG1980'OF THE BRIDGE.
 AG1980
 AG1980                          STATION RECOVERY (1989)
 AG1980
 AG1980'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG1980'RECOVERED IN GOOD CONDITION.
 AG1980
 AG1980                          STATION RECOVERY (1990)
 AG1980
 AG1980'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG1980'RECOVERED IN GOOD CONDITION.
 AG1980
 AG1980                          STATION RECOVERY (1991)
 AG1980
 AG1980'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAT)
 AG1980'RECOVERED IN GOOD CONDITION.
 AG1980
 AG1980                          STATION RECOVERY (2002)
 AG1980
 AG1980'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG1980'RECOVERED IN GOOD CONDITION.
 AG1980
 AG1980                          STATION RECOVERY (2009)
 AG1980
 AG1980'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (CH)
 AG1980'RECOVERED IN GOOD CONDITION.
 AG1980
 AG1980                          STATION RECOVERY (2013)
 AG1980
 AG1980'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 AG1980'RECOVERED IN GOOD CONDITION.
 AG1980
 AG1980                          STATION RECOVERY (2014)
 AG1980
 AG1980'RECOVERY NOTE BY GEOCACHING 2014 (DEB)
 AG1980'RECOVERED IN GOOD CONDITION.
 AG1980
 AG1980                          STATION RECOVERY (2020)
 AG1980
 AG1980'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 AG1980'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0711 ***********************************************************************
 AS0711  DESIGNATION -  14
 AS0711  PID         -  AS0711
 AS0711  STATE/COUNTY-  FL/FRANKLIN
 AS0711  COUNTRY     -  US
 AS0711  USGS QUAD   -  JACKSON RIVER (2018)
 AS0711
 AS0711                         *CURRENT SURVEY CONTROL
 AS0711  ______________________________________________________________________
 AS0711* NAD 83(1990) POSITION- 29 46 10.23297(N) 085 05 04.05361(W)   ADJUSTED
 AS0711* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 AS0711  ______________________________________________________________________
 AS0711  GEOID HEIGHT    -        -27.187 (meters)                     GEOID18
 AS0711  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 AS0711  HORZ ORDER      -  SECOND
 AS0711
 AS0711.The horizontal coordinates were established by classical geodetic methods
 AS0711.and adjusted by the National Geodetic Survey in May 1991.
 AS0711
 AS0711.The orthometric height was scaled from a topographic map.
 AS0711
 AS0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0711.GEOID18 height accuracy estimate available here.
 AS0711
 AS0711.Click photographs - Photos may exist for this station.
 AS0711
 AS0711.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS0711
 AS0711. The following values were computed from the NAD 83(1990) position.
 AS0711
 AS0711;                    North         East     Units Scale Factor Converg.
 AS0711;SPC FL N     -    85,443.042   543,479.641   MT  0.99997237   -0 17 37.3
 AS0711;SPC FL N     -   280,324.38  1,783,066.12   sFT  0.99997237   -0 17 37.3
 AS0711;UTM  16      - 3,294,782.974   685,192.524   MT  1.00002317   +0 57 04.9
 AS0711
 AS0711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0711!SPC FL N     -   1.00000414  x   0.99997237  =   0.99997651
 AS0711!UTM  16      -   1.00000414  x   1.00002317  =   1.00002731
 AS0711
 AS0711:                Primary Azimuth Mark                     Grid Az
 AS0711:SPC FL N     -  24                                       092 21 46.8
 AS0711:UTM  16      -  24                                       091 07 04.6
 AS0711
 AS0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT8519294782(NAD 83)
 AS0711
 AS0711|---------------------------------------------------------------------|
 AS0711| PID    Reference Object                     Distance      Geod. Az  |
 AS0711|                                                           dddmmss.s |
 AS0711| AS0710 24                                  APPROX. 4.0 KM 0920409.5 |
 AS0711| AS0694 APALACHICOLA SHEIPS MILL TANK       APPROX. 9.6 KM 1142944.2 |
 AS0711| CW2611 14 RM 1                                            12107     |
 AS0711| AS0731 NORTHWEST IRON STACK                APPROX. 3.0 KM 1673835.1 |
 AS0711| CW2612 14 RM 2                              34.629 METERS 20938     |
 AS0711|---------------------------------------------------------------------|
 AS0711
 AS0711                          SUPERSEDED SURVEY CONTROL
 AS0711
 AS0711  NAD 83(1986)-  29 46 10.24416(N)    085 05 04.06827(W) AD(       ) 2
 AS0711  NAD 27      -  29 46 09.48500(N)    085 05 04.38200(W) AD(       ) 2
 AS0711
 AS0711.Superseded values are not recommended for survey control.
 AS0711
 AS0711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0711.See file dsdata.pdf to determine how the superseded data were derived.
 AS0711
 AS0711
 AS0711  HISTORY     - Date     Condition        Report By
 AS0711  HISTORY     - 1934     MONUMENTED       USACE
 AS0711  HISTORY     - 1935     GOOD             CGS
 AS0711  HISTORY     - 20180110 MARK NOT FOUND   FLDEP
 AS0711
 AS0711                          STATION DESCRIPTION
 AS0711
 AS0711'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1934 (CAE)
 AS0711'ON S SHORE OF THE JACKSON RIVER ABOUT 2 MILES E OF THE E END
 AS0711'OF LAKE WIMICO, IN A SMALL CLEARING KNOWN AS HUCKLEBERRY
 AS0711'LANDING, 16 METERS W OF THE W EDGE OF SHELL ROAD LEADING TO
 AS0711'THE LANDING AND 11 METERS S OF THE HIGH-WATER LINE, IN EDGE OF
 AS0711'TREE LINE OF SMALL CLEARING.
 AS0711'
 AS0711'STATION MARK IS A U.S.E. BRONZE DISK SET IN CIRCULAR CONCRETE
 AS0711'MONUMENT 16 INCHES IN DIAMETER.
 AS0711
 AS0711                          STATION RECOVERY (1935)
 AS0711
 AS0711'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 AS0711'THE STATION IS A SECOND-ORDER STATION AT A LANDING KNOWN AS
 AS0711'HUCKLEBERRY LANDING ON THE S BANK OF THE JACKSON RIVER, A PART
 AS0711'OF THE INTRA-COASTAL WATERWAY, ABOUT 2 MILES SE OF THE
 AS0711'SOUTHEASTERN END OF LAKE WIMICO.
 AS0711'
 AS0711'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE IN
 AS0711'THE TOP OF A TILE.
 AS0711'
 AS0711'THE STATION MARK IS AN ARMY ENGINEERS BENCH MARK DISK SET IN
 AS0711'CONCRETE IN AN 18-INCH CAST-IRON PIPE.  THE NUMBERS 14 AND
 AS0711'1934 ARE SCRATCHED IN THE SURFACE OF THE CONCRETE.
 AS0711'
 AS0711'REFERENCE MARK NO.1 IS A STANDARD DISK SET IN 6-INCH TILE,
 AS0711'PROJECTING ABOUT 4 INCHES, ABOUT 27 METERS E OF THE STATION ON
 AS0711'THE E SIDE OF THE ROAD, ABOUT 17 METERS FROM THE BANK OF THE
 AS0711'CANAL.  REFERENCE MARK NO.2 IS A STANDARD DISK SET IN 6-INCH
 AS0711'TILE, PROJECTING ABOUT 4 INCHES, ABOUT 34 METERS S OF THE
 AS0711'STATION.
 AS0711'
 AS0711'IT IS REACHED BY TAKING STATE HIGHWAY 10, 24 MILES E OUT OF
 AS0711'PORT ST. JOE AND TURNING LEFT ON SHELL ROAD, FOLLOW SHELL ROAD
 AS0711'3.4 MILES TO THE RIVER, KEEPING RIGHT FORK.  IT IS ABOUT 18
 AS0711'METERS W OF THE CENTER LINE OF THE ROAD AND ABOUT 15 METERS S
 AS0711'OF THE BANK OF THE RIVER.
 AS0711
 AS0711                          STATION RECOVERY (2018)
 AS0711
 AS0711'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AS0711'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3542 ***********************************************************************
 BE3542  DESIGNATION -  14
 BE3542  PID         -  BE3542
 BE3542  STATE/COUNTY-  FL/BAY
 BE3542  COUNTRY     -  US
 BE3542  USGS QUAD   -  ALLANTON (2018)
 BE3542
 BE3542                         *CURRENT SURVEY CONTROL
 BE3542  ______________________________________________________________________
 BE3542* NAD 83(1990) POSITION- 30 02 57.94454(N) 085 26 30.71341(W)   ADJUSTED
 BE3542* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 BE3542  ______________________________________________________________________
 BE3542  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 BE3542  LAPLACE CORR    -         -0.03  (seconds)                    DEFLEC18
 BE3542  HORZ ORDER      -  SECOND
 BE3542
 BE3542.The horizontal coordinates were established by classical geodetic methods
 BE3542.and adjusted by the National Geodetic Survey in May 1991.
 BE3542
 BE3542.The orthometric height was scaled from a topographic map.
 BE3542
 BE3542.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3542.GEOID18 height accuracy estimate available here.
 BE3542
 BE3542.Click photographs - Photos may exist for this station.
 BE3542
 BE3542.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE3542
 BE3542. The following values were computed from the NAD 83(1990) position.
 BE3542
 BE3542;                    North         East     Units Scale Factor Converg.
 BE3542;SPC FL N     -   116,701.449   509,173.562   MT  0.99995054   -0 28 23.9
 BE3542;SPC FL N     -   382,878.00  1,670,513.59   sFT  0.99995054   -0 28 23.9
 BE3542;UTM  16      - 3,325,285.443   650,213.299   MT  0.99987839   +0 46 49.4
 BE3542
 BE3542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3542!SPC FL N     -   1.00000436  x   0.99995054  =   0.99995490
 BE3542!UTM  16      -   1.00000436  x   0.99987839  =   0.99988275
 BE3542
 BE3542:                Primary Azimuth Mark                     Grid Az
 BE3542:SPC FL N     -  5                                        109 28 43.3
 BE3542:UTM  16      -  5                                        108 13 30.0
 BE3542
 BE3542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5021325285(NAD 83)
 BE3542
 BE3542|---------------------------------------------------------------------|
 BE3542| PID    Reference Object                     Distance      Geod. Az  |
 BE3542|                                                           dddmmss.s |
 BE3542| BE3540 CHIM                                APPROX. 1.8 KM 0730150.9 |
 BE3542| BE3546 5                                   APPROX. 3.9 KM 1090019.4 |
 BE3542| CW2609 14 RM 1                              15.562 METERS 23148     |
 BE3542| CW2610 14 RM 2                              16.663 METERS 32406     |
 BE3542|---------------------------------------------------------------------|
 BE3542
 BE3542                          SUPERSEDED SURVEY CONTROL
 BE3542
 BE3542  NAD 83(1986)-  30 02 57.95483(N)    085 26 30.72770(W) AD(       ) 2
 BE3542  NAD 27      -  30 02 57.22400(N)    085 26 31.01100(W) AD(       ) 2
 BE3542
 BE3542.Superseded values are not recommended for survey control.
 BE3542
 BE3542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3542.See file dsdata.pdf to determine how the superseded data were derived.
 BE3542
 BE3542_MARKER: DB = BENCH MARK DISK
 BE3542_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BE3542
 BE3542  HISTORY     - Date     Condition        Report By
 BE3542  HISTORY     - 1934     MONUMENTED       USACE
 BE3542  HISTORY     - 1946     GOOD             CGS
 BE3542  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 BE3542
 BE3542                          STATION DESCRIPTION
 BE3542
 BE3542'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1934 (WDP)
 BE3542'STATION IS ON THE N SHORE OF EAST BAY.  2-1/2 MILES NE OF
 BE3542'FARMDALE.  APPROXIMATELY 1 MILE S OF THE ENTRANCE OF HARRISON
 BE3542'BAYOU, LOCALLY CALLED SANDY CREEK.  2 MILES NE OF ALLANTON.  8
 BE3542'METERS FROM HIGH-WATER LINE.  AND APPROXIMATELY 164 METERS N
 BE3542'OF A FAIRLY DEFINITE POINT.  STATION IS MARKED BY A STANDARD
 BE3542'UNITED STATES ENGINEERS BENCH MARK DISK SET IN THE TOP OF A
 BE3542'CONCRETE FILLED IRON PIPE AND IS STAMPED U.S.E.D. 14.
 BE3542'
 BE3542'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 BE3542'CONCRETE, IN THE TOP OF A TILE.
 BE3542'
 BE3542'REFERENCE MARK NO.1, 1934 IS W FROM THE STATION AT THE E EDGE
 BE3542'OF THE MARSH.  MARK IS SET IN THE TOP OF A 6-INCH TILE WHICH
 BE3542'PROJECTS ABOUT 5 INCHES ABOVE GROUND.  STAMPED U.S.E.D. 14, 1934
 BE3542'NO.1.  REFERENCE MARK NO.2, 1934 IS N OF THE STATION AT THE E
 BE3542'EDGE OF THE MARSH.  MARK IS SET IN THE TOP OF A 6-INCH TILE
 BE3542'WHICH PROJECTS ABOUT 4 INCHES ABOVE GROUND.  STAMPED U.S.E.D.
 BE3542'14, 1934 NO.2.
 BE3542'
 BE3542'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 BE3542
 BE3542                          STATION RECOVERY (1946)
 BE3542
 BE3542'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BE3542'STATION AND REFERENCE MARKS RECOVERED AS DESCRIBED IN GOOD
 BE3542'CONDITION.  DESCRIPTION IS ADEQUATE.  DISTANCES FROM REFERENCE
 BE3542'MARKS TO STATION MEASURED AND FOUND TO BE CORRECT.
 BE3542
 BE3542                          STATION RECOVERY (1995)
 BE3542
 BE3542'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE3542'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ8286 ***********************************************************************
 DJ8286  DESIGNATION -  14 05 B17 GPS
 DJ8286  PID         -  DJ8286
 DJ8286  STATE/COUNTY-  FL/PASCO
 DJ8286  COUNTRY     -  US
 DJ8286  USGS QUAD   -  WESLEY CHAPEL (2018)
 DJ8286
 DJ8286                         *CURRENT SURVEY CONTROL
 DJ8286  ______________________________________________________________________
 DJ8286* NAD 83(1986) POSITION- 28 14 27.     (N) 082 18 59.     (W)   SCALED
 DJ8286* NAVD 88 ORTHO HEIGHT -    31.953 (meters)      104.83  (feet) ADJUSTED
 DJ8286  ______________________________________________________________________
 DJ8286  GEOID HEIGHT    -        -25.898 (meters)                     GEOID18
 DJ8286  DYNAMIC HEIGHT  -         31.907 (meters)      104.68  (feet) COMP
 DJ8286  MODELED GRAVITY -    979,194.5   (mgal)                       NAVD 88
 DJ8286
 DJ8286  VERT ORDER      -  FIRST     CLASS II
 DJ8286
 DJ8286.The horizontal coordinates were scaled from a map and have
 DJ8286.an estimated accuracy of +/- 6 seconds.
 DJ8286
 DJ8286.The orthometric height was determined by differential leveling and
 DJ8286.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8286.in August 2008.
 DJ8286
 DJ8286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8286.GEOID18 height accuracy estimate available here.
 DJ8286
 DJ8286.Click photographs - Photos may exist for this station.
 DJ8286
 DJ8286.The dynamic height is computed by dividing the NAVD 88
 DJ8286.geopotential number by the normal gravity value computed on the
 DJ8286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8286.degrees latitude (g = 980.6199 gals.).
 DJ8286
 DJ8286.The modeled gravity was interpolated from observed gravity values.
 DJ8286
 DJ8286;                    North         East    Units  Estimated Accuracy
 DJ8286;SPC FL W     -   432,940.      168,950.      MT  (+/- 180 meters Scaled)
 DJ8286
 DJ8286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM708245(NAD 83)
 DJ8286
 DJ8286                          SUPERSEDED SURVEY CONTROL
 DJ8286
 DJ8286.No superseded survey control is available for this station.
 DJ8286
 DJ8286_MARKER: DD = SURVEY DISK
 DJ8286_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ8286_STAMPING: 14 05 B17 GPS
 DJ8286_MARK LOGO: FLDT
 DJ8286_PROJECTION: RECESSED 5 CENTIMETERS
 DJ8286_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ8286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ8286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8286+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2007
 DJ8286
 DJ8286  HISTORY     - Date     Condition        Report By
 DJ8286  HISTORY     - UNK      MONUMENTED       FLDT
 DJ8286  HISTORY     - 20061104 GOOD             FLDEP
 DJ8286  HISTORY     - 20070202 GOOD             FLDEP
 DJ8286
 DJ8286                          STATION DESCRIPTION
 DJ8286
 DJ8286'DESCRIBED BY FL DEPT OF ENV PRO 2006 (BPJ)
 DJ8286'THE MARK IS IN WESLEY CHAPEL, IN SECTION 9, TOWNSHIP 26 SOUTH, RANGE
 DJ8286'20 EAST.
 DJ8286'
 DJ8286'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DJ8286'AND STATE ROAD  54 IN WESLEY CHAPEL, GO EAST ON STATE ROAD 54 FOR 2.35
 DJ8286'MI TO THE JUNCTION OF ELLERBEE  ROAD ON THE LEFT AND THE MARK ON THE
 DJ8286'LEFT, SET IN THE TOP OF A 4-INCH SQUARE CONCRETE  POST RECESSED 0.2 FT
 DJ8286'BELOW THE LEVEL OF THE GROUND AND LEVEL WITH STATE ROAD 54.
 DJ8286'
 DJ8286'LOCATED 85.0 FT WEST OF THE APPROXIMATE CENTERLINE OF ELLERBEE ROAD,
 DJ8286'55.8 FT NORTH OF  THE APPROXIMATE CENTERLINE OF STATE ROAD 54 AND 1.1
 DJ8286'FT SOUTH OF A CARSONITE WITNESS  POST.
 DJ8286
 DJ8286                          STATION RECOVERY (2007)
 DJ8286
 DJ8286'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 DJ8286'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ8285 ***********************************************************************
 DJ8285  DESIGNATION -  14 05 B18 GPS
 DJ8285  PID         -  DJ8285
 DJ8285  STATE/COUNTY-  FL/PASCO
 DJ8285  COUNTRY     -  US
 DJ8285  USGS QUAD   -  WESLEY CHAPEL (2018)
 DJ8285
 DJ8285                         *CURRENT SURVEY CONTROL
 DJ8285  ______________________________________________________________________
 DJ8285* NAD 83(1986) POSITION- 28 14 27.     (N) 082 19 32.     (W)   SCALED
 DJ8285* NAVD 88 ORTHO HEIGHT -    33.214 (meters)      108.97  (feet) ADJUSTED
 DJ8285  ______________________________________________________________________
 DJ8285  GEOID HEIGHT    -        -25.882 (meters)                     GEOID18
 DJ8285  DYNAMIC HEIGHT  -         33.166 (meters)      108.81  (feet) COMP
 DJ8285  MODELED GRAVITY -    979,194.7   (mgal)                       NAVD 88
 DJ8285
 DJ8285  VERT ORDER      -  FIRST     CLASS II
 DJ8285
 DJ8285.The horizontal coordinates were scaled from a map and have
 DJ8285.an estimated accuracy of +/- 6 seconds.
 DJ8285
 DJ8285.The orthometric height was determined by differential leveling and
 DJ8285.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8285.in August 2008.
 DJ8285
 DJ8285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8285.GEOID18 height accuracy estimate available here.
 DJ8285
 DJ8285.Click photographs - Photos may exist for this station.
 DJ8285
 DJ8285.The dynamic height is computed by dividing the NAVD 88
 DJ8285.geopotential number by the normal gravity value computed on the
 DJ8285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8285.degrees latitude (g = 980.6199 gals.).
 DJ8285
 DJ8285.The modeled gravity was interpolated from observed gravity values.
 DJ8285
 DJ8285;                    North         East    Units  Estimated Accuracy
 DJ8285;SPC FL W     -   432,940.      168,050.      MT  (+/- 180 meters Scaled)
 DJ8285
 DJ8285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM699245(NAD 83)
 DJ8285
 DJ8285                          SUPERSEDED SURVEY CONTROL
 DJ8285
 DJ8285.No superseded survey control is available for this station.
 DJ8285
 DJ8285_MARKER: DD = SURVEY DISK
 DJ8285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8285_STAMPING: 14 05 B18 GPS
 DJ8285_MARK LOGO: FLDT
 DJ8285_PROJECTION: FLUSH
 DJ8285_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ8285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8285+STABILITY: SURFACE MOTION
 DJ8285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8285+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2007
 DJ8285
 DJ8285  HISTORY     - Date     Condition        Report By
 DJ8285  HISTORY     - UNK      MONUMENTED       FLDT
 DJ8285  HISTORY     - 20061104 GOOD             FLDEP
 DJ8285  HISTORY     - 20070202 GOOD             FLDEP
 DJ8285
 DJ8285                          STATION DESCRIPTION
 DJ8285
 DJ8285'DESCRIBED BY FL DEPT OF ENV PRO 2006 (BPJ)
 DJ8285'THE MARK IS IN WESLEY CHAPEL, IN SECTION 8, TOWNSHIP 26 SOUTH, RANGE
 DJ8285'20 EAST.
 DJ8285'
 DJ8285'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DJ8285'AND STATE ROAD  54 IN WESLEY CHAPEL, GO EAST ON STATE ROAD 54 FOR 1.4
 DJ8285'MI TO THE JUNCTION OF TUPPER ROAD  ON THE LEFT, CONTINUE EAST ON STATE
 DJ8285'ROAD 54 FOR 0.4 MI TO THE MARK ON THE LEFT, SET IN THE  TOP OF A
 DJ8285'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 54.
 DJ8285'
 DJ8285'LOCATED 186.0 FT EAST OF THE APPROXIMATE CENTERLINE OF A CHURCH
 DJ8285'DRIVEWAY AT 29617 STATE  ROAD 54, 64.5 FT NORTH OF THE APPROXIMATE
 DJ8285'CENTERLINE OF STATE ROAD 54, 35.7 FT WEST OF  POWER POLE NUMBER
 DJ8285'42013950 AND 1.0 FT SOUTH OF A CARSONITE WITNESS POST.
 DJ8285
 DJ8285                          STATION RECOVERY (2007)
 DJ8285
 DJ8285'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 DJ8285'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK4953 ***********************************************************************
 DK4953  DESIGNATION -  14 2000 A02 GPS
 DK4953  PID         -  DK4953
 DK4953  STATE/COUNTY-  FL/PASCO
 DK4953  COUNTRY     -  US
 DK4953  USGS QUAD   -  WESLEY CHAPEL (2018)
 DK4953
 DK4953                         *CURRENT SURVEY CONTROL
 DK4953  ______________________________________________________________________
 DK4953* NAD 83(1986) POSITION- 28 11 34.     (N) 082 21 11.     (W)   SCALED
 DK4953* NAVD 88 ORTHO HEIGHT -    18.307 (meters)       60.06  (feet) ADJUSTED
 DK4953  ______________________________________________________________________
 DK4953  GEOID HEIGHT    -        -25.697 (meters)                     GEOID18
 DK4953  DYNAMIC HEIGHT  -         18.280 (meters)       59.97  (feet) COMP
 DK4953  MODELED GRAVITY -    979,194.5   (mgal)                       NAVD 88
 DK4953
 DK4953  VERT ORDER      -  FIRST     CLASS II
 DK4953
 DK4953.The horizontal coordinates were scaled from a map and have
 DK4953.an estimated accuracy of +/- 6 seconds.
 DK4953
 DK4953.The orthometric height was determined by differential leveling and
 DK4953.adjusted by the NATIONAL GEODETIC SURVEY
 DK4953.in August 2008.
 DK4953
 DK4953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4953.GEOID18 height accuracy estimate available here.
 DK4953
 DK4953.Click photographs - Photos may exist for this station.
 DK4953
 DK4953.The dynamic height is computed by dividing the NAVD 88
 DK4953.geopotential number by the normal gravity value computed on the
 DK4953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4953.degrees latitude (g = 980.6199 gals.).
 DK4953
 DK4953.The modeled gravity was interpolated from observed gravity values.
 DK4953
 DK4953;                    North         East    Units  Estimated Accuracy
 DK4953;SPC FL W     -   427,620.      165,340.      MT  (+/- 180 meters Scaled)
 DK4953
 DK4953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM671192(NAD 83)
 DK4953
 DK4953                          SUPERSEDED SURVEY CONTROL
 DK4953
 DK4953.No superseded survey control is available for this station.
 DK4953
 DK4953_MARKER: DD = SURVEY DISK
 DK4953_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DK4953_STAMPING: 14 2000 A02 GPS
 DK4953_MARK LOGO: FLDT
 DK4953_PROJECTION: RECESSED 5 CENTIMETERS
 DK4953_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK4953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4953+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2007
 DK4953
 DK4953  HISTORY     - Date     Condition        Report By
 DK4953  HISTORY     - UNK      MONUMENTED       FLDT
 DK4953  HISTORY     - 20070305 GOOD             FLDEP
 DK4953  HISTORY     - 20120430 MARK NOT FOUND   FLDEP
 DK4953
 DK4953                          STATION DESCRIPTION
 DK4953
 DK4953'DESCRIBED BY FL DEPT OF ENV PRO 2007 (BPJ)
 DK4953'THE MARK IS ABOUT 3.0 MI SOUTH OF WESLEY CHAPEL, IN SECTION 30,
 DK4953'TOWNSHIP 26 SOUTH, RANGE  20 EAST.
 DK4953'
 DK4953'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 54 AND THE
 DK4953'INTERSTATE 75  OVERPASS IN WESLEY CHAPEL, GO EAST ON STATE ROAD 54 FOR
 DK4953'0.3 MI TO THE JUNCTION OF COUNTY  ROAD 581, TURN RIGHT ON COUNTY ROAD
 DK4953'581 AND GO SOUTH FOR 3.0 MI TO THE MARK ON THE LEFT,  SET IN THE TOP
 DK4953'OF A CONCRETE POST RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND
 DK4953'ABOUT 1.0 FT BELOW THE LEVEL OF COUNTY ROAD 581.
 DK4953'
 DK4953'LOCATED 83.3 FT EAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 581,
 DK4953'11.2 FT NORTH OF A  CONCRETE RIGHT OF WAY MARKER, 1.8 FT WEST OF A
 DK4953'METAL WITNESS POST AND 1.7 FT WEST OF A  BARB WIRE FENCE.
 DK4953
 DK4953                          STATION RECOVERY (2012)
 DK4953
 DK4953'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (BPJ)
 DK4953'NOT RECOVERED.  INSUFFICIENT REFERENCE OBJECTS EXIST TO LOCATE THE
 DK4953'MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ8284 ***********************************************************************
 DJ8284  DESIGNATION -  14 2000 A06 GPS
 DJ8284  PID         -  DJ8284
 DJ8284  STATE/COUNTY-  FL/PASCO
 DJ8284  COUNTRY     -  US
 DJ8284  USGS QUAD   -  WESLEY CHAPEL (2018)
 DJ8284
 DJ8284                         *CURRENT SURVEY CONTROL
 DJ8284  ______________________________________________________________________
 DJ8284* NAD 83(1986) POSITION- 28 14 10.1    (N) 082 20 57.7    (W)   HD_HELD2
 DJ8284* NAVD 88 ORTHO HEIGHT -    24.825 (meters)       81.45  (feet) ADJUSTED
 DJ8284  ______________________________________________________________________
 DJ8284  GEOID HEIGHT    -        -25.827 (meters)                     GEOID18
 DJ8284  DYNAMIC HEIGHT  -         24.789 (meters)       81.33  (feet) COMP
 DJ8284  MODELED GRAVITY -    979,195.6   (mgal)                       NAVD 88
 DJ8284
 DJ8284  VERT ORDER      -  FIRST     CLASS II
 DJ8284
 DJ8284.The horizontal coordinates were established by autonomous hand held GPS
 DJ8284.observations and have an estimated accuracy of +/- 10 meters.
 DJ8284
 DJ8284.The orthometric height was determined by differential leveling and
 DJ8284.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8284.in August 2008.
 DJ8284
 DJ8284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8284.GEOID18 height accuracy estimate available here.
 DJ8284
 DJ8284.Click photographs - Photos may exist for this station.
 DJ8284
 DJ8284.The dynamic height is computed by dividing the NAVD 88
 DJ8284.geopotential number by the normal gravity value computed on the
 DJ8284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8284.degrees latitude (g = 980.6199 gals.).
 DJ8284
 DJ8284.The modeled gravity was interpolated from observed gravity values.
 DJ8284
 DJ8284;                    North         East    Units  Estimated Accuracy
 DJ8284;SPC FL W     -   432,426.      165,713.      MT  (+/- 10 meters HH2 GPS)
 DJ8284
 DJ8284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6761024098(NAD 83)
 DJ8284
 DJ8284                          SUPERSEDED SURVEY CONTROL
 DJ8284
 DJ8284.No superseded survey control is available for this station.
 DJ8284
 DJ8284_MARKER: DD = SURVEY DISK
 DJ8284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8284_STAMPING: 14 2000 A06 GPS
 DJ8284_MARK LOGO: FLDT
 DJ8284_PROJECTION: RECESSED 10 CENTIMETERS
 DJ8284_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ8284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8284+STABILITY: SURFACE MOTION
 DJ8284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8284+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2025
 DJ8284
 DJ8284  HISTORY     - Date     Condition        Report By
 DJ8284  HISTORY     - UNK      MONUMENTED       FLDT
 DJ8284  HISTORY     - 20061103 GOOD             FLDEP
 DJ8284  HISTORY     - 20070215 GOOD             FLDEP
 DJ8284  HISTORY     - 20120413 GOOD             FLDEP
 DJ8284  HISTORY     - 20250307 GOOD             MCKIM
 DJ8284
 DJ8284                          STATION DESCRIPTION
 DJ8284
 DJ8284'DESCRIBED BY FL DEPT OF ENV PRO 2006 (BPJ)
 DJ8284'THE MARK IS IN WESLEY CHAPEL, IN SECTION 7, TOWNSHIP 26 SOUTH, RANGE
 DJ8284'20 EAST.
 DJ8284'
 DJ8284'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DJ8284'AND STATE ROAD  54 IN WESLEY CHAPEL, GO EAST ON STATE ROAD 54 FOR 0.35
 DJ8284'MI TO THE JUNCTION OF STATE ROAD  581 ON THE RIGHT AND THE MARK ON THE
 DJ8284'RIGHT, SET IN THE TOP OF A ROUND CONCRETE  MONUMENT RECESSED 0.4 FT
 DJ8284'BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0 FT BELOW THE  LEVEL OF
 DJ8284'STATE ROAD 54.
 DJ8284'
 DJ8284'LOCATED 100.5 FT EAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 581
 DJ8284'NORTHBOUND  LANES, 54.1 FT SOUTH OF THE APPROXIMATE CENTERLINE OF
 DJ8284'STATE ROAD 54 EASTBOUND LANES,  25.7 FT EAST OF POWER POLE NUMBER
 DJ8284'41843874, 3.2 FT WEST OF A PARKING LOT CURB FACE AND 2.0  FT WEST OF A
 DJ8284'METAL WITNESS POST.
 DJ8284
 DJ8284                          STATION RECOVERY (2007)
 DJ8284
 DJ8284'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 DJ8284'RECOVERED AS DESCRIBED.
 DJ8284
 DJ8284                          STATION RECOVERY (2012)
 DJ8284
 DJ8284'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (BPJ)
 DJ8284'RECOVERED AS DESCRIBED.
 DJ8284
 DJ8284                          STATION RECOVERY (2025)
 DJ8284
 DJ8284'RECOVERY NOTE BY MCKIM AND CREED 2025 (SK)
 DJ8284'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6834 ***********************************************************************
 DE6834  DESIGNATION -  14 7809001
 DE6834  PID         -  DE6834
 DE6834  STATE/COUNTY-  FL/ST JOHNS
 DE6834  COUNTRY     -  US
 DE6834  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 DE6834
 DE6834                         *CURRENT SURVEY CONTROL
 DE6834  ______________________________________________________________________
 DE6834* NAD 83(1986) POSITION- 29 45 18.     (N) 081 19 48.     (W)   SCALED
 DE6834* NAVD 88 ORTHO HEIGHT -     8.237 (meters)       27.02  (feet) ADJUSTED
 DE6834  ______________________________________________________________________
 DE6834  GEOID HEIGHT    -        -28.733 (meters)                     GEOID18
 DE6834  DYNAMIC HEIGHT  -          8.226 (meters)       26.99  (feet) COMP
 DE6834  MODELED GRAVITY -    979,294.0   (mgal)                       NAVD 88
 DE6834
 DE6834  VERT ORDER      -  SECOND    CLASS I
 DE6834
 DE6834.The horizontal coordinates were scaled from a map and have
 DE6834.an estimated accuracy of +/- 6 seconds.
 DE6834
 DE6834.The orthometric height was determined by differential leveling and
 DE6834.adjusted by the NATIONAL GEODETIC SURVEY
 DE6834.in May 2004.
 DE6834
 DE6834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6834.GEOID18 height accuracy estimate available here.
 DE6834
 DE6834.Click photographs - Photos may exist for this station.
 DE6834
 DE6834.The dynamic height is computed by dividing the NAVD 88
 DE6834.geopotential number by the normal gravity value computed on the
 DE6834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6834.degrees latitude (g = 980.6199 gals.).
 DE6834
 DE6834.The modeled gravity was interpolated from observed gravity values.
 DE6834
 DE6834;                    North         East    Units  Estimated Accuracy
 DE6834;SPC FL E     -   600,760.      168,080.      MT  (+/- 180 meters Scaled)
 DE6834
 DE6834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN680916(NAD 83)
 DE6834
 DE6834                          SUPERSEDED SURVEY CONTROL
 DE6834
 DE6834.No superseded survey control is available for this station.
 DE6834
 DE6834_MARKER: DD = SURVEY DISK
 DE6834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6834_STAMPING: BM 14 7809001
 DE6834_MARK LOGO: FLDT
 DE6834_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6834+STABILITY: SURFACE MOTION
 DE6834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6834+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1999
 DE6834
 DE6834  HISTORY     - Date     Condition        Report By
 DE6834  HISTORY     - UNK      MONUMENTED       FLDT
 DE6834  HISTORY     - 19990701 GOOD             FLDEP
 DE6834  HISTORY     - 20090722 MARK NOT FOUND   FL-109
 DE6834
 DE6834                          STATION DESCRIPTION
 DE6834
 DE6834'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6834'THE MARK IS ABOUT 11.0 MI (17.7 KM) NORTHEAST OF HASTINGS, 5.7 MI (9.2
 DE6834'KM) WEST OF CRESCENT BEACH, ON COUNTY ROAD 206, IN SECTION 1, TOWNSHIP
 DE6834'9 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE JUNCTION OF COUNTY
 DE6834'ROAD 13 (MAIN STREET) AND STATE ROAD 207 (CHURCH AVENUE) IN HASTINGS,
 DE6834'GO NORTHEAST ON STATE ROAD 207 (CHURCH AVENUE) FOR 1.85 MI (2.98 KM)
 DE6834'TO THE JUNCTION OF COUNTY ROAD 206 ON THE RIGHT, TURN RIGHT ON COUNTY
 DE6834'ROAD 206 AND GO EAST FOR 8.45 MI (13.60 KM) TO THE INTERSTATE 95
 DE6834'OVERPASS, CONTINUE EAST ON STATE ROAD 206 FOR 1.1 MI (1.8 KM) TO THE
 DE6834'MARK ON THE LEFT, SET IN THE TOP OF A 4-INCH PVC PIPE FLUSH WITH THE
 DE6834'GROUND AND LEVEL WITH STATE ROAD 206. LOCATED 573.0 FT (174.7 M) EAST
 DE6834'OF THE APPROXIMATE CENTERLINE OF THE ENTRANCE TO ST.  JOHNS COUNTY
 DE6834'SCHOOL DISTRICT, 213.0 FT (64.9 M) EAST OF A POWER POLE, 60.5 FT (18.4
 DE6834'M) WEST OF POWER POLE NUMBER 2508MS1966, 50.5 FT (15.4 M) NORTH OF THE
 DE6834'CENTERLINE OF STATE ROAD 206 AND 1.3 FT (0.4 M) WEST OF A CARSONITE
 DE6834'WITNESS POST.
 DE6834
 DE6834                          STATION RECOVERY (2009)
 DE6834
 DE6834'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2009 (RB)
 DE6834'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7935 ***********************************************************************
 AL7935  DESIGNATION -  14 91 GPS1
 AL7935  PID         -  AL7935
 AL7935  STATE/COUNTY-  FL/PASCO
 AL7935  COUNTRY     -  US
 AL7935  USGS QUAD   -  BRANCHBOROUGH (2018)
 AL7935
 AL7935                         *CURRENT SURVEY CONTROL
 AL7935  ______________________________________________________________________
 AL7935* NAD 83(2011) POSITION- 28 15 33.75382(N) 082 04 34.07707(W)   ADJUSTED
 AL7935* NAD 83(2011) ELLIP HT-     1.264 (meters)        (06/27/12)   ADJUSTED
 AL7935* NAD 83(2011) EPOCH   -  2010.00
 AL7935* NAVD 88 ORTHO HEIGHT -    27.746 (meters)       91.03  (feet) ADJUSTED
 AL7935  ______________________________________________________________________
 AL7935  GEOID HEIGHT    -        -26.475 (meters)                     GEOID18
 AL7935  NAD 83(2011) X  -    775,056.164 (meters)                     COMP
 AL7935  NAD 83(2011) Y  - -5,568,489.128 (meters)                     COMP
 AL7935  NAD 83(2011) Z  -  3,001,855.092 (meters)                     COMP
 AL7935  LAPLACE CORR    -         -2.28  (seconds)                    DEFLEC18
 AL7935  DYNAMIC HEIGHT  -         27.705 (meters)       90.90  (feet) COMP
 AL7935  MODELED GRAVITY -    979,174.0   (mgal)                       NAVD 88
 AL7935
 AL7935  VERT ORDER      -  FIRST     CLASS II
 AL7935
 AL7935  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL7935  Standards:
 AL7935         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL7935            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL7935  -------------------------------------------------------------------
 AL7935  NETWORK    1.82   3.14           0.74   0.75   1.60      0.02093527
 AL7935  -------------------------------------------------------------------
 AL7935  Click here for local accuracies and other accuracy information.
 AL7935
 AL7935.The horizontal coordinates were established by GPS observations
 AL7935.and adjusted by the National Geodetic Survey in June 2012.
 AL7935
 AL7935.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL7935.been affixed to the stable North American tectonic plate. See 
 AL7935.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL7935
 AL7935.The horizontal coordinates are valid at the epoch date displayed above
 AL7935.which is a decimal equivalence of Year/Month/Day.
 AL7935
 AL7935.The orthometric height was determined by differential leveling and
 AL7935.adjusted by the NATIONAL GEODETIC SURVEY
 AL7935.in September 2007.
 AL7935
 AL7935.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7935.GEOID18 height accuracy estimate available here.
 AL7935
 AL7935.Click photographs - Photos may exist for this station.
 AL7935
 AL7935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7935
 AL7935.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7935
 AL7935.The ellipsoidal height was determined by GPS observations
 AL7935.and is referenced to NAD 83.
 AL7935
 AL7935.The dynamic height is computed by dividing the NAVD 88
 AL7935.geopotential number by the normal gravity value computed on the
 AL7935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7935.degrees latitude (g = 980.6199 gals.).
 AL7935
 AL7935.The modeled gravity was interpolated from observed gravity values.
 AL7935
 AL7935. The following values were computed from the NAD 83(2011) position.
 AL7935
 AL7935;                    North         East     Units Scale Factor Converg.
 AL7935;SPC FL W     -   434,954.101   192,529.909   MT  0.99994186   -0 02 09.8
 AL7935;SPC FL W     - 1,427,011.91    631,658.54   sFT  0.99994186   -0 02 09.8
 AL7935;UTM  17      - 3,126,404.704   394,442.921   MT  0.99973752   -0 30 34.4
 AL7935
 AL7935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7935!SPC FL W     -   0.99999980  x   0.99994186  =   0.99994166
 AL7935!UTM  17      -   0.99999980  x   0.99973752  =   0.99973732
 AL7935
 AL7935:                Primary Azimuth Mark                     Grid Az
 AL7935:SPC FL W     -  14 91 GPS2                               268 19 34.1
 AL7935:UTM  17      -  14 91 GPS2                               268 47 58.7
 AL7935
 AL7935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9444226404(NAD 83)
 AL7935
 AL7935|---------------------------------------------------------------------|
 AL7935| PID    Reference Object                     Distance      Geod. Az  |
 AL7935|                                                           dddmmss.s |
 AL7935| AL7939 14 91 GPS2                          APPROX. 0.9 KM 2681724.3 |
 AL7935|---------------------------------------------------------------------|
 AL7935
 AL7935                          SUPERSEDED SURVEY CONTROL
 AL7935
 AL7935  NAD 83(2007)-  28 15 33.75383(N)    082 04 34.07772(W) AD(2002.00) 0
 AL7935  ELLIP H (02/10/07)    1.280  (m)                       GP(2002.00)    
 AL7935  NAD 83(1999)-  28 15 33.75435(N)    082 04 34.07769(W) AD(       ) 1
 AL7935  ELLIP H (07/06/01)    1.279  (m)                       GP(       ) 4 2
 AL7935  NAD 83(1990)-  28 15 33.75304(N)    082 04 34.07790(W) AD(       ) 1
 AL7935  NGVD 29 (07/02/92)   28.0    (m)  GEOID90  model used  GPS OBS        
 AL7935
 AL7935.Superseded values are not recommended for survey control.
 AL7935
 AL7935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7935.See file dsdata.pdf to determine how the superseded data were derived.
 AL7935
 AL7935_MARKER: DE = TRAVERSE STATION DISK
 AL7935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7935_STAMPING: 14 91 GPS1
 AL7935_MARK LOGO: FLDT
 AL7935_PROJECTION: FLUSH
 AL7935_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AL7935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7935+STABILITY: SURFACE MOTION
 AL7935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7935+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2009
 AL7935
 AL7935  HISTORY     - Date     Condition        Report By
 AL7935  HISTORY     - 1991     MONUMENTED       FLDT
 AL7935  HISTORY     - 20050712 GOOD             FLDEP
 AL7935  HISTORY     - 20070213 GOOD             FLDEP
 AL7935  HISTORY     - 20090504 GOOD             BAYSID
 AL7935
 AL7935                          STATION DESCRIPTION
 AL7935
 AL7935'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7935'THE STATION IS LOCATED ABOUT 9.65 KM (6.00 MI)  NORTHEAST OF
 AL7935'ZEPHYRHILLS, FLORIDA NEAR THE INTERSECTION OF US HIGHWAY 98 (STATE
 AL7935'ROAD 700) AND COUNTY ROAD 54.
 AL7935'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 301 AND
 AL7935'COUNTY ROAD 54, GO EAST 10.95 KM (6.80 MI) TO THE INTERSECTION OF US
 AL7935'HIGHWAY 98 AND COUNTY ROAD 54 TO THE STATION IN AN ISLAND FORMED AT
 AL7935'THE INTERSECTION.
 AL7935'THE STATION IS RECESSED 0.15 M (0.5 FT) BELOW GROUND LEVEL. LOCATED
 AL7935'11.06 M (36.3 FT) NORTH OF THE CENTERLINE OF PAVEMENT OF COUNTY ROAD
 AL7935'54, 10.18 M (33.4 FT)  SOUTHWESTERLY OF THE CENTERLINE OF PAVEMENT OF
 AL7935'US HIGHWAY 98, 22.28 M (73.1 FT) SOUTHEASTERLY OF THE CENTERLINE OF
 AL7935'PAVEMENT OF THE TURN LANE AND 22.09 M (72.5 FT) EASTERLY OF THE END
 AL7935'OF THE BULLNOSE CURVE AT THE INTERSECTION OF COUNTY ROAD 54 AND THE
 AL7935'TURN LANE.
 AL7935
 AL7935                          STATION RECOVERY (2005)
 AL7935
 AL7935'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AL7935'RECOVERED IN GOOD CONDITION.
 AL7935
 AL7935                          STATION RECOVERY (2007)
 AL7935
 AL7935'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AL7935'RECOVERED IN GOOD CONDITION, A CARSONITE WITNESS POST WAS ADDED 1.2 FT
 AL7935'SOUTHWEST OF  THE MARK.
 AL7935
 AL7935                          STATION RECOVERY (2009)
 AL7935
 AL7935'RECOVERY NOTE BY BAYSIDE ENGINEERING 2009 (KEJ)
 AL7935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7936 ***********************************************************************
 AL7936  DESIGNATION -  14 91 GPS10
 AL7936  PID         -  AL7936
 AL7936  STATE/COUNTY-  FL/PASCO
 AL7936  COUNTRY     -  US
 AL7936  USGS QUAD   -  ELFERS (2018)
 AL7936
 AL7936                         *CURRENT SURVEY CONTROL
 AL7936  ______________________________________________________________________
 AL7936* NAD 83(2011) POSITION- 28 12 42.93438(N) 082 39 58.44943(W)   ADJUSTED
 AL7936* NAD 83(2011) ELLIP HT-   -14.861 (meters)        (06/27/12)   ADJUSTED
 AL7936* NAD 83(2011) EPOCH   -  2010.00
 AL7936* NAVD 88 ORTHO HEIGHT -    10.5   (meters)       34.    (feet) VERTCON3
 AL7936  ______________________________________________________________________
 AL7936  GEOID HEIGHT    -        -25.371 (meters)                     GEOID18
 AL7936  NAD 83(2011) X  -    717,980.576 (meters)                     COMP
 AL7936  NAD 83(2011) Y  - -5,578,629.516 (meters)                     COMP
 AL7936  NAD 83(2011) Z  -  2,997,214.640 (meters)                     COMP
 AL7936  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 AL7936
 AL7936  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL7936  Standards:
 AL7936         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL7936            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL7936  -------------------------------------------------------------------
 AL7936  NETWORK    1.42   2.82           0.56   0.60   1.44      0.00478454
 AL7936  -------------------------------------------------------------------
 AL7936  Click here for local accuracies and other accuracy information.
 AL7936
 AL7936.The horizontal coordinates were established by GPS observations
 AL7936.and adjusted by the National Geodetic Survey in June 2012.
 AL7936
 AL7936.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL7936.been affixed to the stable North American tectonic plate. See 
 AL7936.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL7936
 AL7936.The horizontal coordinates are valid at the epoch date displayed above
 AL7936.which is a decimal equivalence of Year/Month/Day.
 AL7936
 AL7936.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7936
 AL7936.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7936.GEOID18 height accuracy estimate available here.
 AL7936
 AL7936.Click photographs - Photos may exist for this station.
 AL7936
 AL7936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7936
 AL7936.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7936
 AL7936.The ellipsoidal height was determined by GPS observations
 AL7936.and is referenced to NAD 83.
 AL7936
 AL7936. The following values were computed from the NAD 83(2011) position.
 AL7936
 AL7936;                    North         East     Units Scale Factor Converg.
 AL7936;SPC FL W     -   429,873.271   134,599.469   MT  0.99999395   -0 18 53.9
 AL7936;SPC FL W     - 1,410,342.56    441,598.42   sFT  0.99999395   -0 18 53.9
 AL7936;UTM  17      - 3,121,803.103   336,480.273   MT  0.99993002   -0 47 16.3
 AL7936
 AL7936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7936!SPC FL W     -   1.00000233  x   0.99999395  =   0.99999628
 AL7936!UTM  17      -   1.00000233  x   0.99993002  =   0.99993235
 AL7936
 AL7936:                Primary Azimuth Mark                     Grid Az
 AL7936:SPC FL W     -  14 91 GPS9                               176 01 48.1
 AL7936:UTM  17      -  14 91 GPS9                               176 30 10.5
 AL7936
 AL7936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3648021803(NAD 83)
 AL7936
 AL7936|---------------------------------------------------------------------|
 AL7936| PID    Reference Object                     Distance      Geod. Az  |
 AL7936|                                                           dddmmss.s |
 AL7936| AL7946 14 91 GPS9                          APPROX. 0.6 KM 1754254.2 |
 AL7936|---------------------------------------------------------------------|
 AL7936
 AL7936                          SUPERSEDED SURVEY CONTROL
 AL7936
 AL7936  NAD 83(2007)-  28 12 42.93418(N)    082 39 58.45022(W) AD(2002.00) 0
 AL7936  ELLIP H (02/10/07)  -14.833  (m)                       GP(2002.00)    
 AL7936  NAD 83(1999)-  28 12 42.93492(N)    082 39 58.45015(W) AD(       ) 1
 AL7936  ELLIP H (07/06/01)  -14.838  (m)                       GP(       ) 4 2
 AL7936  NAD 83(1990)-  28 12 42.93324(N)    082 39 58.44996(W) AD(       ) 1
 AL7936  NGVD 29 (07/02/92)   10.8    (m)  GEOID90  model used  GPS OBS        
 AL7936
 AL7936.Superseded values are not recommended for survey control.
 AL7936
 AL7936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7936.See file dsdata.pdf to determine how the superseded data were derived.
 AL7936
 AL7936_MARKER: DE = TRAVERSE STATION DISK
 AL7936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7936_STAMPING: 14 91 GPS10
 AL7936_MARK LOGO: FLDT
 AL7936_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7936+STABILITY: SURFACE MOTION
 AL7936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7936+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7936
 AL7936  HISTORY     - Date     Condition        Report By
 AL7936  HISTORY     - 1991     MONUMENTED       FLDT
 AL7936  HISTORY     - 20070115 MARK NOT FOUND   INDIV
 AL7936
 AL7936                          STATION DESCRIPTION
 AL7936
 AL7936'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7936'THE STATION IS LOCATED ABOUT 4.9 KM (3.0 MI) EAST OF ELFERS, FLORIDA.
 AL7936'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 41 (STATE
 AL7936'ROAD 45) AND STATE ROAD 54 IN LAND O LAKES, FLORIDA, GO WEST 20.92 KM
 AL7936'(13.00 MI) ALONG STATE ROAD 54 TO THE INTERSECTION WITH COUNTY ROAD
 AL7936'1,TURN RIGHT AND GO NORTH ALONG STATE ROAD 54 (COUNTY ROAD 1) 0.80 KM
 AL7936'(0.50 MI) TO THE STATION ON THE LEFT.
 AL7936'THE STATION IS RECESSED 0.10 M (0.3 FT) BELOW GROUND LEVEL. LOCATED
 AL7936'16.3 M (53.5 FT) WESTERLY OF THE CENTERLINE OF PAVEMENT OF STATE ROAD
 AL7936'54, 20.45 M (67.1 FT) SOUTHERLY OF A UTILITY POLE, 9.17 M (30.1 FT)
 AL7936'NORTHERLY OF A UTILITY POLE, AND 0.70 M (2.3 FT) EASTERLY A METAL
 AL7936'WITNESS POST.
 AL7936
 AL7936                          STATION RECOVERY (2007)
 AL7936
 AL7936'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (SMB)
 AL7936'COUNTY ROAD 1 (LITTLE ROAD) HAS BEEN WIDENED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7937 ***********************************************************************
 AL7937  DESIGNATION -  14 91 GPS11
 AL7937  PID         -  AL7937
 AL7937  STATE/COUNTY-  FL/PASCO
 AL7937  COUNTRY     -  US
 AL7937  USGS QUAD   -  ELFERS (2018)
 AL7937
 AL7937                         *CURRENT SURVEY CONTROL
 AL7937  ______________________________________________________________________
 AL7937* NAD 83(2011) POSITION- 28 13 01.12187(N) 082 43 31.48789(W)   ADJUSTED
 AL7937* NAD 83(2011) ELLIP HT-   -13.425 (meters)        (06/27/12)   ADJUSTED
 AL7937* NAD 83(2011) EPOCH   -  2010.00
 AL7937* NAVD 88 ORTHO HEIGHT -    11.9   (meters)       39.    (feet) VERTCON3
 AL7937  ______________________________________________________________________
 AL7937  GEOID HEIGHT    -        -25.331 (meters)                     GEOID18
 AL7937  NAD 83(2011) X  -    712,185.007 (meters)                     COMP
 AL7937  NAD 83(2011) Y  - -5,579,106.787 (meters)                     COMP
 AL7937  NAD 83(2011) Z  -  2,997,708.681 (meters)                     COMP
 AL7937  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 AL7937
 AL7937  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL7937  Standards:
 AL7937         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL7937            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL7937  -------------------------------------------------------------------
 AL7937  NETWORK    1.46   2.59           0.59   0.60   1.32      0.02684539
 AL7937  -------------------------------------------------------------------
 AL7937  Click here for local accuracies and other accuracy information.
 AL7937
 AL7937.The horizontal coordinates were established by GPS observations
 AL7937.and adjusted by the National Geodetic Survey in June 2012.
 AL7937
 AL7937.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL7937.been affixed to the stable North American tectonic plate. See 
 AL7937.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL7937
 AL7937.The horizontal coordinates are valid at the epoch date displayed above
 AL7937.which is a decimal equivalence of Year/Month/Day.
 AL7937
 AL7937.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7937
 AL7937.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7937.GEOID18 height accuracy estimate available here.
 AL7937
 AL7937.Click photographs - Photos may exist for this station.
 AL7937
 AL7937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7937
 AL7937.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7937
 AL7937.The ellipsoidal height was determined by GPS observations
 AL7937.and is referenced to NAD 83.
 AL7937
 AL7937. The following values were computed from the NAD 83(2011) position.
 AL7937
 AL7937;                    North         East     Units Scale Factor Converg.
 AL7937;SPC FL W     -   430,466.503   128,793.556   MT  1.00000373   -0 20 34.8
 AL7937;SPC FL W     - 1,412,288.85    422,550.19   sFT  1.00000373   -0 20 34.8
 AL7937;UTM  17      - 3,122,444.202   330,679.785   MT  0.99995385   -0 48 57.6
 AL7937
 AL7937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7937!SPC FL W     -   1.00000211  x   1.00000373  =   1.00000584
 AL7937!UTM  17      -   1.00000211  x   0.99995385  =   0.99995596
 AL7937
 AL7937:                Primary Azimuth Mark                     Grid Az
 AL7937:SPC FL W     -  14 91 GPS12                              271 50 20.9
 AL7937:UTM  17      -  14 91 GPS12                              272 18 43.7
 AL7937
 AL7937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3067922444(NAD 83)
 AL7937
 AL7937|---------------------------------------------------------------------|
 AL7937| PID    Reference Object                     Distance      Geod. Az  |
 AL7937|                                                           dddmmss.s |
 AL7937| AL7938 14 91 GPS12                         APPROX. 0.7 KM 2712946.1 |
 AL7937|---------------------------------------------------------------------|
 AL7937
 AL7937                          SUPERSEDED SURVEY CONTROL
 AL7937
 AL7937  NAD 83(2007)-  28 13 01.12152(N)    082 43 31.48856(W) AD(2002.00) 0
 AL7937  ELLIP H (02/10/07)  -13.398  (m)                       GP(2002.00)    
 AL7937  NAD 83(1999)-  28 13 01.12219(N)    082 43 31.48842(W) AD(       ) 1
 AL7937  ELLIP H (07/06/01)  -13.397  (m)                       GP(       ) 4 2
 AL7937  NAD 83(1990)-  28 13 01.12043(N)    082 43 31.48873(W) AD(       ) 1
 AL7937  NGVD 29 (07/02/92)   12.2    (m)  GEOID90  model used  GPS OBS        
 AL7937
 AL7937.Superseded values are not recommended for survey control.
 AL7937
 AL7937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7937.See file dsdata.pdf to determine how the superseded data were derived.
 AL7937
 AL7937_MARKER: DE = TRAVERSE STATION DISK
 AL7937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7937_STAMPING: 14 91 GPS11
 AL7937_MARK LOGO: FLDT
 AL7937_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7937+STABILITY: SURFACE MOTION
 AL7937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7937+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7937
 AL7937  HISTORY     - Date     Condition        Report By
 AL7937  HISTORY     - 1991     MONUMENTED       FLDT
 AL7937  HISTORY     - 20061020 MARK NOT FOUND   FLDEP
 AL7937
 AL7937                          STATION DESCRIPTION
 AL7937
 AL7937'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7937'THE STATION IS LOCATED NEAR ELFERS, FLORIDA.
 AL7937'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 595 AND
 AL7937'STATE ROAD 54 IN ELFERS, GO WEST 0.25 KM (0.15 MI) ALONG STATE ROAD
 AL7937'54TO THE STATION ON THE LEFT.
 AL7937'THE STATION IS RECESSED 0.10 M (0.3 FT) BELOW GROUND LEVEL. LOCATED
 AL7937'12.2 M (40.0 FT) SOUTHERLY OF THE CENTERLINE OF PAVEMENT OF STATE
 AL7937'ROAD54, 27.16 M (89.1 FT) WESTERLY OF A POWER POLE NO. 515, 21.27 M
 AL7937'(69.8 FT) EASTERLY OF A POWER POLE, AND 0.60 M (2.0 FT) NORTHERLY
 AL7937'OF  A METAL WITNESS POST.
 AL7937
 AL7937                          STATION RECOVERY (2006)
 AL7937
 AL7937'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (BPJ)
 AL7937'THE MARK WAS NOT FOUND, STATE ROAD 54 HAS BEEN EXPANDED TO A 4-LANE
 AL7937'DIVIDED HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7938 ***********************************************************************
 AL7938  DESIGNATION -  14 91 GPS12
 AL7938  PID         -  AL7938
 AL7938  STATE/COUNTY-  FL/PASCO
 AL7938  COUNTRY     -  US
 AL7938  USGS QUAD   -  ELFERS (2018)
 AL7938
 AL7938                         *CURRENT SURVEY CONTROL
 AL7938  ______________________________________________________________________
 AL7938* NAD 83(2011) POSITION- 28 13 01.74277(N) 082 43 58.35746(W)   ADJUSTED
 AL7938* NAD 83(2011) ELLIP HT-   -17.909 (meters)        (06/27/12)   ADJUSTED
 AL7938* NAD 83(2011) EPOCH   -  2010.00
 AL7938* NAVD 88 ORTHO HEIGHT -     7.4   (meters)       24.    (feet) VERTCON3
 AL7938  ______________________________________________________________________
 AL7938  GEOID HEIGHT    -        -25.324 (meters)                     GEOID18
 AL7938  NAD 83(2011) X  -    711,456.582 (meters)                     COMP
 AL7938  NAD 83(2011) Y  - -5,579,186.630 (meters)                     COMP
 AL7938  NAD 83(2011) Z  -  2,997,723.404 (meters)                     COMP
 AL7938  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 AL7938
 AL7938  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL7938  Standards:
 AL7938         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL7938            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL7938  -------------------------------------------------------------------
 AL7938  NETWORK    1.48   2.63           0.60   0.61   1.34      0.03113962
 AL7938  -------------------------------------------------------------------
 AL7938  Click here for local accuracies and other accuracy information.
 AL7938
 AL7938.The horizontal coordinates were established by GPS observations
 AL7938.and adjusted by the National Geodetic Survey in June 2012.
 AL7938
 AL7938.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL7938.been affixed to the stable North American tectonic plate. See 
 AL7938.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL7938
 AL7938.The horizontal coordinates are valid at the epoch date displayed above
 AL7938.which is a decimal equivalence of Year/Month/Day.
 AL7938
 AL7938.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7938
 AL7938.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7938.GEOID18 height accuracy estimate available here.
 AL7938
 AL7938.Click photographs - Photos may exist for this station.
 AL7938
 AL7938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7938
 AL7938.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7938
 AL7938.The ellipsoidal height was determined by GPS observations
 AL7938.and is referenced to NAD 83.
 AL7938
 AL7938. The following values were computed from the NAD 83(2011) position.
 AL7938
 AL7938;                    North         East     Units Scale Factor Converg.
 AL7938;SPC FL W     -   430,490.025   128,061.008   MT  1.00000503   -0 20 47.5
 AL7938;SPC FL W     - 1,412,366.02    420,146.82   sFT  1.00000503   -0 20 47.5
 AL7938;UTM  17      - 3,122,473.769   329,947.491   MT  0.99995691   -0 49 10.3
 AL7938
 AL7938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7938!SPC FL W     -   1.00000281  x   1.00000503  =   1.00000784
 AL7938!UTM  17      -   1.00000281  x   0.99995691  =   0.99995972
 AL7938
 AL7938:                Primary Azimuth Mark                     Grid Az
 AL7938:SPC FL W     -  14 91 GPS11                              091 50 20.9
 AL7938:UTM  17      -  14 91 GPS11                              092 18 43.7
 AL7938
 AL7938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2994722473(NAD 83)
 AL7938
 AL7938|---------------------------------------------------------------------|
 AL7938| PID    Reference Object                     Distance      Geod. Az  |
 AL7938|                                                           dddmmss.s |
 AL7938| AL7937 14 91 GPS11                         APPROX. 0.7 KM 0912933.4 |
 AL7938|---------------------------------------------------------------------|
 AL7938
 AL7938                          SUPERSEDED SURVEY CONTROL
 AL7938
 AL7938  NAD 83(2007)-  28 13 01.74241(N)    082 43 58.35812(W) AD(2002.00) 0
 AL7938  ELLIP H (02/10/07)  -17.883  (m)                       GP(2002.00)    
 AL7938  NAD 83(1999)-  28 13 01.74308(N)    082 43 58.35800(W) AD(       ) 1
 AL7938  ELLIP H (07/06/01)  -17.882  (m)                       GP(       ) 4 2
 AL7938  NAD 83(1990)-  28 13 01.74133(N)    082 43 58.35830(W) AD(       ) 1
 AL7938  NGVD 29 (07/02/92)    7.7    (m)  GEOID90  model used  GPS OBS        
 AL7938
 AL7938.Superseded values are not recommended for survey control.
 AL7938
 AL7938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7938.See file dsdata.pdf to determine how the superseded data were derived.
 AL7938
 AL7938_MARKER: DE = TRAVERSE STATION DISK
 AL7938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7938_STAMPING: 14 91 GPS12
 AL7938_MARK LOGO: FLDT
 AL7938_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7938+STABILITY: SURFACE MOTION
 AL7938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7938+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7938
 AL7938  HISTORY     - Date     Condition        Report By
 AL7938  HISTORY     - 1991     MONUMENTED       FLDT
 AL7938  HISTORY     - 20061020 MARK NOT FOUND   FLDEP
 AL7938
 AL7938                          STATION DESCRIPTION
 AL7938
 AL7938'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7938'THE STATION IS LOCATED NEAR ELFERS, FLORIDA.
 AL7938'TO REACH THE STATION FROM THE INTERSECTION OF COUNTY ROAD 595 AND
 AL7938'STATE ROAD 54 IN ELFERS, GO WEST 0.85 KM (0.55 MI) ALONG STATE ROAD
 AL7938'54TO THE STATION ON THE RIGHT IN FRONT OF COOPER CHIROPRACTIC.
 AL7938'THE STATION FLUSH WITH THE GROUND. LOCATED 19.42 M (63.7 FT)
 AL7938'SOUTHEASTERLY OF THE SOUTHEAST CORNER OF A ONE STORY MASONRY BUILDING
 AL7938'(COOPER CHIROPRACTIC), 15.54 M (51.0 FT) SOUTHWESTERLY OF THE
 AL7938'SOUTHWEST CORNER OF A ONE STORY MASONRY RES. NO. 4923, AND 9.08 M
 AL7938'(29.8 FT) NORTHERLY OF THE CENTERLINE OF PAVEMENT OF STATE ROAD 54.
 AL7938
 AL7938                          STATION RECOVERY (2006)
 AL7938
 AL7938'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (BPJ)
 AL7938'THE MARK WAS NOT FOUND, STATE ROAD 54 HAS BEEN EXPANDED TO A 4-LANE
 AL7938'DIVIDED HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7939 ***********************************************************************
 AL7939  DESIGNATION -  14 91 GPS2
 AL7939  PID         -  AL7939
 AL7939  STATE/COUNTY-  FL/PASCO
 AL7939  COUNTRY     -  US
 AL7939  USGS QUAD   -  BRANCHBOROUGH (2018)
 AL7939
 AL7939                         *CURRENT SURVEY CONTROL
 AL7939  ______________________________________________________________________
 AL7939* NAD 83(2011) POSITION- 28 15 32.89279(N) 082 05 06.61158(W)   ADJUSTED
 AL7939* NAD 83(2011) ELLIP HT-    -0.130 (meters)        (06/27/12)   ADJUSTED
 AL7939* NAD 83(2011) EPOCH   -  2010.00
 AL7939* NAVD 88 ORTHO HEIGHT -    26.333 (meters)       86.39  (feet) ADJUSTED
 AL7939  ______________________________________________________________________
 AL7939  GEOID HEIGHT    -        -26.456 (meters)                     GEOID18
 AL7939  NAD 83(2011) X  -    774,179.386 (meters)                     COMP
 AL7939  NAD 83(2011) Y  - -5,568,622.523 (meters)                     COMP
 AL7939  NAD 83(2011) Z  -  3,001,831.085 (meters)                     COMP
 AL7939  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 AL7939  DYNAMIC HEIGHT  -         26.295 (meters)       86.27  (feet) COMP
 AL7939  MODELED GRAVITY -    979,174.0   (mgal)                       NAVD 88
 AL7939
 AL7939  VERT ORDER      -  FIRST     CLASS II
 AL7939
 AL7939  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL7939  Standards:
 AL7939         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL7939            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL7939  -------------------------------------------------------------------
 AL7939  NETWORK    1.80   3.10           0.73   0.74   1.58      0.02466623
 AL7939  -------------------------------------------------------------------
 AL7939  Click here for local accuracies and other accuracy information.
 AL7939
 AL7939.The horizontal coordinates were established by GPS observations
 AL7939.and adjusted by the National Geodetic Survey in June 2012.
 AL7939
 AL7939.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL7939.been affixed to the stable North American tectonic plate. See 
 AL7939.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL7939
 AL7939.The horizontal coordinates are valid at the epoch date displayed above
 AL7939.which is a decimal equivalence of Year/Month/Day.
 AL7939
 AL7939.The orthometric height was determined by differential leveling and
 AL7939.adjusted by the NATIONAL GEODETIC SURVEY
 AL7939.in August 2008.
 AL7939
 AL7939.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7939.GEOID18 height accuracy estimate available here.
 AL7939
 AL7939.Click photographs - Photos may exist for this station.
 AL7939
 AL7939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7939
 AL7939.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7939
 AL7939.The ellipsoidal height was determined by GPS observations
 AL7939.and is referenced to NAD 83.
 AL7939
 AL7939.The dynamic height is computed by dividing the NAVD 88
 AL7939.geopotential number by the normal gravity value computed on the
 AL7939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7939.degrees latitude (g = 980.6199 gals.).
 AL7939
 AL7939.The modeled gravity was interpolated from observed gravity values.
 AL7939
 AL7939. The following values were computed from the NAD 83(2011) position.
 AL7939
 AL7939;                    North         East     Units Scale Factor Converg.
 AL7939;SPC FL W     -   434,928.187   191,643.148   MT  0.99994204   -0 02 25.2
 AL7939;SPC FL W     - 1,426,926.89    628,749.23   sFT  0.99994204   -0 02 25.2
 AL7939;UTM  17      - 3,126,386.124   393,556.156   MT  0.99973984   -0 30 49.8
 AL7939
 AL7939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7939!SPC FL W     -   1.00000002  x   0.99994204  =   0.99994206
 AL7939!UTM  17      -   1.00000002  x   0.99973984  =   0.99973986
 AL7939
 AL7939:                Primary Azimuth Mark                     Grid Az
 AL7939:SPC FL W     -  14 91 GPS1                               088 19 34.1
 AL7939:UTM  17      -  14 91 GPS1                               088 47 58.7
 AL7939
 AL7939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9355626386(NAD 83)
 AL7939
 AL7939|---------------------------------------------------------------------|
 AL7939| PID    Reference Object                     Distance      Geod. Az  |
 AL7939|                                                           dddmmss.s |
 AL7939| AL7935 14 91 GPS1                          APPROX. 0.9 KM 0881708.9 |
 AL7939|---------------------------------------------------------------------|
 AL7939
 AL7939                          SUPERSEDED SURVEY CONTROL
 AL7939
 AL7939  NAD 83(2007)-  28 15 32.89280(N)    082 05 06.61223(W) AD(2002.00) 0
 AL7939  ELLIP H (02/10/07)   -0.114  (m)                       GP(2002.00)    
 AL7939  NAD 83(1999)-  28 15 32.89332(N)    082 05 06.61220(W) AD(       ) 1
 AL7939  ELLIP H (07/06/01)   -0.115  (m)                       GP(       ) 4 2
 AL7939  NAD 83(1990)-  28 15 32.89202(N)    082 05 06.61241(W) AD(       ) 1
 AL7939  NGVD 29 (07/02/92)   26.6    (m)  GEOID90  model used  GPS OBS        
 AL7939
 AL7939.Superseded values are not recommended for survey control.
 AL7939
 AL7939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7939.See file dsdata.pdf to determine how the superseded data were derived.
 AL7939
 AL7939_MARKER: DD = SURVEY DISK
 AL7939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7939_STAMPING: 14 91 GPS2
 AL7939_MARK LOGO: FLDT
 AL7939_PROJECTION: RECESSED 10 CENTIMETERS
 AL7939_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AL7939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7939+STABILITY: SURFACE MOTION
 AL7939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7939+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2012
 AL7939
 AL7939  HISTORY     - Date     Condition        Report By
 AL7939  HISTORY     - 1991     MONUMENTED       FLDT
 AL7939  HISTORY     - 20070213 GOOD             FLDEP
 AL7939  HISTORY     - 20120730 GOOD             FLDEP
 AL7939
 AL7939                          STATION DESCRIPTION
 AL7939
 AL7939'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7939'THE STATION IS LOCATED ABOUT 8.85 KM (5.50 MI) NORTHEAST OF
 AL7939'ZEPHYRHILLS, FLORIDA NEAR THE INTERSECTION OF US HIGHWAY 98 (STATE
 AL7939'ROAD 700) AND COUNTY ROAD 54.
 AL7939'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 301 AND
 AL7939'COUNTY ROAD 54, GO EAST 10.10 KM (6.30 MI) TO THE STATION ON THE
 AL7939'RIGHT.
 AL7939'THE STATION IS FLUSH WITH THE GROUND. LOCATED 37.03 M (121.5 FT)
 AL7939'SOUTHERLY OF A POWER POLE ON THE NORTH SIDE OF THE ROAD, 31.24 M
 AL7939'(102.5 FT) WESTERLY OF A POWER SUPPORT POLE, 15.69 M (51.5 FT)
 AL7939'SOUTHERLY OF THE CENTERLINE OF PAVEMENT OF COUNTY ROAD 54, AND 0.6 M
 AL7939'(2.0 FT) EASTERLY OF A METAL WITNESS POST.
 AL7939
 AL7939                          STATION RECOVERY (2007)
 AL7939
 AL7939'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AL7939'THE MARK IS ABOUT 6.3 MI EAST OF ZEPHYRHILLS, IN SECTION 2, TOWNSHIP
 AL7939'26 SOUTH, RANGE 22  EAST.
 AL7939'
 AL7939'TO REACH THE MARK FROM THE JUNCTION OF GALL BOULEVARD (U.S. HIGHWAY
 AL7939'301, STATE HIGHWAY  39) AND 5TH AVENUE (STATE HIGHWAY 54) IN
 AL7939'ZEPHYRHILLS, GO NORTH ON GALL BOULEVARD (U.S.  HIGHWAY 301 STATE
 AL7939'HIGHWAY 39) FOR 1.45 MI TO THE JUNCTION OF COUNTY ROAD 54 ON THE RIGHT
 AL7939'AND EILAND BOULEVARD ON THE LEFT, TURN RIGHT ON COUNTY ROAD 54 AND GO
 AL7939'EAST FOR 2.5 MI  TO THE JUNCTION OF CHANCEY ROAD ON THE RIGHT AND OLD
 AL7939'LAKELAND HIGHWAY ON THE LEFT,  CONTINUE EAST ON COUNTY ROAD 54 FOR
 AL7939'2.15 MI TO THE JUNCTION OF BERRY ROAD (ALTERNATE  COUNTY ROAD 35) ON
 AL7939'THE LEFT, CONTINUE EAST ON COUNTY ROAD 54 FOR 1.65 MI TO THE MARK ON
 AL7939'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.4 FT
 AL7939'BELOW THE LEVEL  OF THE GROUND AND ABOUT 1.5 FT BELOW THE LEVEL OF
 AL7939'COUNTY ROAD 54.   LOCATED 78.0 FT WEST OF THE APPROXIMATE CENTER OF A
 AL7939'DIRT ROAD LEADING SOUTH, 51.5 FT  SOUTH OF THE CENTERLINE OF COUNTY
 AL7939'ROAD 54, 4.0 FT NORTH OF A CARSONITE WITNESS POST AND  2.7 FT
 AL7939'SOUTHWEST OF A CABLE BOX.
 AL7939'
 AL7939'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AL7939'MONUMENT.
 AL7939
 AL7939                          STATION RECOVERY (2012)
 AL7939
 AL7939'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (DLP)
 AL7939'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7941 ***********************************************************************
 AL7941  DESIGNATION -  14 91 GPS4
 AL7941  PID         -  AL7941
 AL7941  STATE/COUNTY-  FL/PASCO
 AL7941  COUNTRY     -  US
 AL7941  USGS QUAD   -  ZEPHYRHILLS (2018)
 AL7941
 AL7941                         *CURRENT SURVEY CONTROL
 AL7941  ______________________________________________________________________
 AL7941* NAD 83(2011) POSITION- 28 13 47.18838(N) 082 12 44.50484(W)   ADJUSTED
 AL7941* NAD 83(2011) ELLIP HT-    -0.572 (meters)        (06/27/12)   ADJUSTED
 AL7941* NAD 83(2011) EPOCH   -  2010.00
 AL7941* NAVD 88 ORTHO HEIGHT -    25.490 (meters)       83.63  (feet) ADJUSTED
 AL7941  ______________________________________________________________________
 AL7941  GEOID HEIGHT    -        -26.091 (meters)                     GEOID18
 AL7941  NAD 83(2011) X  -    762,024.150 (meters)                     COMP
 AL7941  NAD 83(2011) Y  - -5,571,852.757 (meters)                     COMP
 AL7941  NAD 83(2011) Z  -  2,998,964.279 (meters)                     COMP
 AL7941  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 AL7941  DYNAMIC HEIGHT  -         25.453 (meters)       83.51  (feet) COMP
 AL7941  MODELED GRAVITY -    979,185.1   (mgal)                       NAVD 88
 AL7941
 AL7941  VERT ORDER      -  FIRST     CLASS II
 AL7941
 AL7941  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL7941  Standards:
 AL7941         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL7941            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL7941  -------------------------------------------------------------------
 AL7941  NETWORK    1.46   2.80           0.56   0.63   1.43      0.03574626
 AL7941  -------------------------------------------------------------------
 AL7941  Click here for local accuracies and other accuracy information.
 AL7941
 AL7941.The horizontal coordinates were established by GPS observations
 AL7941.and adjusted by the National Geodetic Survey in June 2012.
 AL7941
 AL7941.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL7941.been affixed to the stable North American tectonic plate. See 
 AL7941.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL7941
 AL7941.The horizontal coordinates are valid at the epoch date displayed above
 AL7941.which is a decimal equivalence of Year/Month/Day.
 AL7941
 AL7941.The orthometric height was determined by differential leveling and
 AL7941.adjusted by the NATIONAL GEODETIC SURVEY
 AL7941.in August 2008.
 AL7941
 AL7941.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7941.GEOID18 height accuracy estimate available here.
 AL7941
 AL7941.Click photographs - Photos may exist for this station.
 AL7941
 AL7941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7941
 AL7941.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7941
 AL7941.The ellipsoidal height was determined by GPS observations
 AL7941.and is referenced to NAD 83.
 AL7941
 AL7941.The dynamic height is computed by dividing the NAVD 88
 AL7941.geopotential number by the normal gravity value computed on the
 AL7941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7941.degrees latitude (g = 980.6199 gals.).
 AL7941
 AL7941.The modeled gravity was interpolated from observed gravity values.
 AL7941
 AL7941. The following values were computed from the NAD 83(2011) position.
 AL7941
 AL7941;                    North         East     Units Scale Factor Converg.
 AL7941;SPC FL W     -   431,689.674   179,157.307   MT  0.99994654   -0 06 01.6
 AL7941;SPC FL W     - 1,416,301.87    587,785.26   sFT  0.99994654   -0 06 01.6
 AL7941;UTM  17      - 3,123,251.446   381,046.331   MT  0.99977464   -0 34 24.7
 AL7941
 AL7941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7941!SPC FL W     -   1.00000009  x   0.99994654  =   0.99994663
 AL7941!UTM  17      -   1.00000009  x   0.99977464  =   0.99977473
 AL7941
 AL7941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8104623251(NAD 83)
 AL7941
 AL7941                          SUPERSEDED SURVEY CONTROL
 AL7941
 AL7941  NAD 83(2007)-  28 13 47.18837(N)    082 12 44.50546(W) AD(2002.00) 0
 AL7941  ELLIP H (02/10/07)   -0.553  (m)                       GP(2002.00)    
 AL7941  NAD 83(1999)-  28 13 47.18913(N)    082 12 44.50527(W) AD(       ) 1
 AL7941  ELLIP H (07/06/01)   -0.559  (m)                       GP(       ) 4 2
 AL7941  NAD 83(1990)-  28 13 47.18766(N)    082 12 44.50547(W) AD(       ) 1
 AL7941  NGVD 29 (07/02/92)   25.8    (m)  GEOID90  model used  GPS OBS        
 AL7941
 AL7941.Superseded values are not recommended for survey control.
 AL7941
 AL7941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7941.See file dsdata.pdf to determine how the superseded data were derived.
 AL7941
 AL7941_MARKER: DD = SURVEY DISK
 AL7941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7941_STAMPING: 14 91 GPS4
 AL7941_MARK LOGO: FLDT
 AL7941_PROJECTION: FLUSH
 AL7941_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7941+STABILITY: SURFACE MOTION
 AL7941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7941+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2022
 AL7941
 AL7941  HISTORY     - Date     Condition        Report By
 AL7941  HISTORY     - 1991     MONUMENTED       FLDT
 AL7941  HISTORY     - 20041113 GOOD             USPSQD
 AL7941  HISTORY     - 20061106 GOOD             FLDEP
 AL7941  HISTORY     - 20140512 GOOD             ELENGR
 AL7941  HISTORY     - 20220718 GOOD             PICKET
 AL7941
 AL7941                          STATION DESCRIPTION
 AL7941
 AL7941'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7941'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) WEST OF ZEPHYRHILLS,
 AL7941'FLORIDA, ALONG STATE ROAD 54.
 AL7941'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 301 AND
 AL7941'STATE ROAD 54, GO WEST 3.06 KM (1.90 MI) ALONG STATE ROAD 54 TO THE
 AL7941'STATION ON THE LEFT, IN FRONT OF ZEPHYRHILLS PLAZA.
 AL7941'THE STATION IS FLUSH WITH THE GROUND. LOCATED 32.09 M (105.3 FT)
 AL7941'NORTHEASTERLY OF A METAL SIGN POLE (HARDEES), 0.45 M
 AL7941'(ORTH OF THE EDGE OF PAVEMENT OF THE PARKING LOT, 14.02 M (46.0 FT)
 AL7941'WEST OF THE CENTER  OF A CONCRETE MEDIAN AT THE ENTRANCE TO THE PLAZA,
 AL7941'AND 20.73 M        (68.0 FT) SOUTHERLY OF THE  CENTERLINE OF PAVEMENT
 AL7941'OF STATE ROAD 54.
 AL7941
 AL7941                          STATION RECOVERY (2004)
 AL7941
 AL7941'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 AL7941'MARK FOUND GOOD.  THE 1991 DESCRIPTION IS GOOD.  MARK IS 8 FEET
 AL7941'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE GRATE ON TOP OF A
 AL7941'CONCRETE RECTANGULAR DRAIN.
 AL7941
 AL7941                          STATION RECOVERY (2006)
 AL7941
 AL7941'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (BPJ)
 AL7941'RECOVERED AS DESCRIBED.
 AL7941
 AL7941                          STATION RECOVERY (2014)
 AL7941
 AL7941'RECOVERY NOTE BY ELEMENT ENGINEERING GROUP 2014 (DT)
 AL7941'RECOVERED IN GOOD CONDITION.
 AL7941
 AL7941                          STATION RECOVERY (2022)
 AL7941
 AL7941'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2022 (JF)
 AL7941'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7942 ***********************************************************************
 AL7942  DESIGNATION -  14 91 GPS5
 AL7942  PID         -  AL7942
 AL7942  STATE/COUNTY-  FL/PASCO
 AL7942  COUNTRY     -  US
 AL7942  USGS QUAD   -  WESLEY CHAPEL (2018)
 AL7942
 AL7942                         *CURRENT SURVEY CONTROL
 AL7942  ______________________________________________________________________
 AL7942* NAD 83(2011) POSITION- 28 14 18.01262(N) 082 21 44.74870(W)   ADJUSTED
 AL7942* NAD 83(2011) ELLIP HT-    -2.415 (meters)        (06/27/12)   ADJUSTED
 AL7942* NAD 83(2011) EPOCH   -  2010.00
 AL7942* NAVD 88 ORTHO HEIGHT -    23.388 (meters)       76.73  (feet) ADJUSTED
 AL7942  ______________________________________________________________________
 AL7942  GEOID HEIGHT    -        -25.811 (meters)                     GEOID18
 AL7942  NAD 83(2011) X  -    747,368.012 (meters)                     COMP
 AL7942  NAD 83(2011) Y  - -5,573,382.991 (meters)                     COMP
 AL7942  NAD 83(2011) Z  -  2,999,799.409 (meters)                     COMP
 AL7942  LAPLACE CORR    -         -1.94  (seconds)                    DEFLEC18
 AL7942  DYNAMIC HEIGHT  -         23.354 (meters)       76.62  (feet) COMP
 AL7942  MODELED GRAVITY -    979,196.1   (mgal)                       NAVD 88
 AL7942
 AL7942  VERT ORDER      -  FIRST     CLASS II
 AL7942
 AL7942  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL7942  Standards:
 AL7942         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL7942            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL7942  -------------------------------------------------------------------
 AL7942  NETWORK    1.73   3.19           0.70   0.71   1.63     -0.04894247
 AL7942  -------------------------------------------------------------------
 AL7942  Click here for local accuracies and other accuracy information.
 AL7942
 AL7942.The horizontal coordinates were established by GPS observations
 AL7942.and adjusted by the National Geodetic Survey in June 2012.
 AL7942
 AL7942.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL7942.been affixed to the stable North American tectonic plate. See 
 AL7942.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL7942
 AL7942.The horizontal coordinates are valid at the epoch date displayed above
 AL7942.which is a decimal equivalence of Year/Month/Day.
 AL7942
 AL7942.The orthometric height was determined by differential leveling and
 AL7942.adjusted by the NATIONAL GEODETIC SURVEY
 AL7942.in August 2008.
 AL7942
 AL7942.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7942.GEOID18 height accuracy estimate available here.
 AL7942
 AL7942.Click photographs - Photos may exist for this station.
 AL7942
 AL7942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7942
 AL7942.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7942
 AL7942.The ellipsoidal height was determined by GPS observations
 AL7942.and is referenced to NAD 83.
 AL7942
 AL7942.The dynamic height is computed by dividing the NAVD 88
 AL7942.geopotential number by the normal gravity value computed on the
 AL7942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7942.degrees latitude (g = 980.6199 gals.).
 AL7942
 AL7942.The modeled gravity was interpolated from observed gravity values.
 AL7942
 AL7942. The following values were computed from the NAD 83(2011) position.
 AL7942
 AL7942;                    North         East     Units Scale Factor Converg.
 AL7942;SPC FL W     -   432,673.476   164,431.394   MT  0.99995678   -0 10 17.3
 AL7942;SPC FL W     - 1,419,529.56    539,472.00   sFT  0.99995678   -0 10 17.3
 AL7942;UTM  17      - 3,124,356.650   366,331.312   MT  0.99982052   -0 38 41.0
 AL7942
 AL7942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7942!SPC FL W     -   1.00000038  x   0.99995678  =   0.99995716
 AL7942!UTM  17      -   1.00000038  x   0.99982052  =   0.99982090
 AL7942
 AL7942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6633124356(NAD 83)
 AL7942
 AL7942                          SUPERSEDED SURVEY CONTROL
 AL7942
 AL7942  NAD 83(2007)-  28 14 18.01246(N)    082 21 44.74932(W) AD(2002.00) 0
 AL7942  ELLIP H (02/10/07)   -2.393  (m)                       GP(2002.00)    
 AL7942  NAD 83(1999)-  28 14 18.01339(N)    082 21 44.74942(W) AD(       ) 1
 AL7942  ELLIP H (07/06/01)   -2.393  (m)                       GP(       ) 4 2
 AL7942  NAD 83(1990)-  28 14 18.01181(N)    082 21 44.74869(W) AD(       ) 1
 AL7942  NGVD 29 (07/02/92)   23.7    (m)  GEOID90  model used  GPS OBS        
 AL7942
 AL7942.Superseded values are not recommended for survey control.
 AL7942
 AL7942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7942.See file dsdata.pdf to determine how the superseded data were derived.
 AL7942
 AL7942_MARKER: DD = SURVEY DISK
 AL7942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7942_STAMPING: 14 91 GPS5
 AL7942_MARK LOGO: FLDT
 AL7942_PROJECTION: FLUSH
 AL7942_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7942+STABILITY: SURFACE MOTION
 AL7942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7942+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2007
 AL7942
 AL7942  HISTORY     - Date     Condition        Report By
 AL7942  HISTORY     - 1991     MONUMENTED       FLDT
 AL7942  HISTORY     - 20060221 GOOD             POLASS
 AL7942  HISTORY     - 20061101 GOOD             FLDEP
 AL7942  HISTORY     - 20070215 GOOD             FLDEP
 AL7942  HISTORY     - 20090603 MARK NOT FOUND   YOUNG
 AL7942  HISTORY     - 20120430 MARK NOT FOUND   FLDEP
 AL7942
 AL7942                          STATION DESCRIPTION
 AL7942
 AL7942'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7942'THE STATION IS LOCATED NEAR WESLEY CHAPEL, FLORIDA JUST WEST OF THE
 AL7942'INTERSECTION OF INTERSTATE 75 AND STATE ROAD 54.
 AL7942'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AL7942'ROAD 54, GO WEST 0.77 KM (0.50 MI) ALONG STATE ROAD 54 TO THE STATION
 AL7942'ON THE RIGHT IN FRONT PINE BROOK PLAZA OF WESLEY CHAPEL.
 AL7942'THE STATION IS RECESSED 0.05 M (0.2 FT) BELOW GROUND LEVEL. LOCATED
 AL7942'13.04 M (42.8 FT) WESTERLY OF THE CENTERLINE OF THE ENTRANCE OF THE
 AL7942'PLAZA, 14.47 M (47.5 FT) NORTHERLY OF THE CENTERLINE OF PAVEMENT OF
 AL7942'STATE ROAD 54, 25.72 M (84.4 FT) EASTERLY OF A WATER VALVE CONCRETE
 AL7942'PAD, 22.86 M (75.0 FT) SOUTHERLY OF A SIGN POST.
 AL7942
 AL7942                          STATION RECOVERY (2006)
 AL7942
 AL7942'RECOVERY NOTE BY POLARIS ASSOCIATES 2006 (TME)
 AL7942'MARKER UNDISTURBED, SUPERB GPS VIEW OF CONSTELLATION, CONSTRUCTION IN
 AL7942'PROGRESS 20 FEET NORTH OF MONUMENT.
 AL7942
 AL7942                          STATION RECOVERY (2006)
 AL7942
 AL7942'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (BPJ)
 AL7942'RECOVERED AS DESCRIBED.
 AL7942
 AL7942                          STATION RECOVERY (2007)
 AL7942
 AL7942'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AL7942'RECOVERED AS DESCRIBED.
 AL7942
 AL7942                          STATION RECOVERY (2009)
 AL7942
 AL7942'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2009 (NC)
 AL7942'MARK NOT FOUND.
 AL7942
 AL7942                          STATION RECOVERY (2012)
 AL7942
 AL7942'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (BPJ)
 AL7942'NOT RECOVERED.  A NEW SIDEWALK HAS BEEN CONSTRUCTED AT THE LOCATION OF
 AL7942'THE MARK AS DETERMINED BY THE REFERENCE DISTANCES IN THE ORIGINAL
 AL7942'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7943 ***********************************************************************
 AL7943  DESIGNATION -  14 91 GPS6
 AL7943  PID         -  AL7943
 AL7943  STATE/COUNTY-  FL/PASCO
 AL7943  COUNTRY     -  US
 AL7943  USGS QUAD   -  LUTZ (2018)
 AL7943
 AL7943                         *CURRENT SURVEY CONTROL
 AL7943  ______________________________________________________________________
 AL7943* NAD 83(2011) POSITION- 28 11 14.44231(N) 082 24 04.57357(W)   ADJUSTED
 AL7943* NAD 83(2011) ELLIP HT-    -7.929 (meters)        (06/27/12)   ADJUSTED
 AL7943* NAD 83(2011) EPOCH   -  2010.00
 AL7943* NAVD 88 ORTHO HEIGHT -    17.7   (meters)       58.    (feet) VERTCON3
 AL7943  ______________________________________________________________________
 AL7943  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 AL7943  NAD 83(2011) X  -    743,942.324 (meters)                     COMP
 AL7943  NAD 83(2011) Y  - -5,576,531.591 (meters)                     COMP
 AL7943  NAD 83(2011) Z  -  2,994,817.112 (meters)                     COMP
 AL7943  LAPLACE CORR    -         -1.76  (seconds)                    DEFLEC18
 AL7943
 AL7943  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL7943  Standards:
 AL7943         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL7943            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL7943  -------------------------------------------------------------------
 AL7943  NETWORK    1.76   3.53           0.70   0.74   1.80      0.01457718
 AL7943  -------------------------------------------------------------------
 AL7943  Click here for local accuracies and other accuracy information.
 AL7943
 AL7943.The horizontal coordinates were established by GPS observations
 AL7943.and adjusted by the National Geodetic Survey in June 2012.
 AL7943
 AL7943.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL7943.been affixed to the stable North American tectonic plate. See 
 AL7943.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL7943
 AL7943.The horizontal coordinates are valid at the epoch date displayed above
 AL7943.which is a decimal equivalence of Year/Month/Day.
 AL7943
 AL7943.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7943
 AL7943.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7943.GEOID18 height accuracy estimate available here.
 AL7943
 AL7943.Click photographs - Photos may exist for this station.
 AL7943
 AL7943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7943
 AL7943.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7943
 AL7943.The ellipsoidal height was determined by GPS observations
 AL7943.and is referenced to NAD 83.
 AL7943
 AL7943. The following values were computed from the NAD 83(2011) position.
 AL7943
 AL7943;                    North         East     Units Scale Factor Converg.
 AL7943;SPC FL W     -   427,034.697   160,600.902   MT  0.99996033   -0 11 22.4
 AL7943;SPC FL W     - 1,401,029.67    526,904.79   sFT  0.99996033   -0 11 22.4
 AL7943;UTM  17      - 3,118,750.413   362,454.925   MT  0.99983350   -0 39 43.2
 AL7943
 AL7943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7943!SPC FL W     -   1.00000125  x   0.99996033  =   0.99996158
 AL7943!UTM  17      -   1.00000125  x   0.99983350  =   0.99983475
 AL7943
 AL7943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6245418750(NAD 83)
 AL7943
 AL7943                          SUPERSEDED SURVEY CONTROL
 AL7943
 AL7943  NAD 83(2007)-  28 11 14.44212(N)    082 24 04.57419(W) AD(2002.00) 0
 AL7943  ELLIP H (02/10/07)   -7.905  (m)                       GP(2002.00)    
 AL7943  NAD 83(1999)-  28 11 14.44308(N)    082 24 04.57434(W) AD(       ) 1
 AL7943  ELLIP H (07/06/01)   -7.906  (m)                       GP(       ) 4 2
 AL7943  NAD 83(1990)-  28 11 14.44172(N)    082 24 04.57366(W) AD(       ) 1
 AL7943  NGVD 29 (07/02/92)   17.9    (m)  GEOID90  model used  GPS OBS        
 AL7943
 AL7943.Superseded values are not recommended for survey control.
 AL7943
 AL7943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7943.See file dsdata.pdf to determine how the superseded data were derived.
 AL7943
 AL7943_MARKER: DE = TRAVERSE STATION DISK
 AL7943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7943_STAMPING: 14 91 GPS6
 AL7943_MARK LOGO: FLDT
 AL7943_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7943+STABILITY: SURFACE MOTION
 AL7943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7943+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7943
 AL7943  HISTORY     - Date     Condition        Report By
 AL7943  HISTORY     - 1991     MONUMENTED       FLDT
 AL7943  HISTORY     - 20061101 MARK NOT FOUND   FLDEP
 AL7943
 AL7943                          STATION DESCRIPTION
 AL7943
 AL7943'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7943'THE STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) WEST OF WESLEY CHAPEL,
 AL7943'FLORIDA.
 AL7943'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AL7943'ROAD 54, GO WEST 7.9 KM (4.90 MI) ALONG STATE ROAD 54 TO THE STATION
 AL7943'ON THE LEFT IN FRONT OF CYPRESS CREEK CAMPGROUND.
 AL7943'THE STATION IS RECESSED 0.05 M (0.2 FT) BELOW GROUND LEVEL. LOCATED
 AL7943'12.95 M (42.5 FT) SOUTHWESTERLY OF A POWER POLE, 26.63 M (87.4 FT)
 AL7943'NORTHEASTERLY OF A 14 INCH PINE TREE, 75.8 M (248.7 FT) NORTHEASTERLY
 AL7943'OF THE EAST END OF THE BRIDGE RAIL FOR THE CYPRESS CREEK BRIDGE,
 AL7943'14.32 M (47.0 FT) SOUTHEASTERLY OF THE CENTERLINE OF PAVEMENT OF
 AL7943'STATE ROAD 54.
 AL7943
 AL7943                          STATION RECOVERY (2006)
 AL7943
 AL7943'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (BPJ)
 AL7943'THE MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7944 ***********************************************************************
 AL7944  DESIGNATION -  14 91 GPS7
 AL7944  PID         -  AL7944
 AL7944  STATE/COUNTY-  FL/PASCO
 AL7944  COUNTRY     -  US
 AL7944  USGS QUAD   -  ODESSA (2018)
 AL7944
 AL7944                         *CURRENT SURVEY CONTROL
 AL7944  ______________________________________________________________________
 AL7944* NAD 83(2011) POSITION- 28 11 21.04518(N) 082 32 42.68795(W)   ADJUSTED
 AL7944* NAD 83(2011) ELLIP HT-    -9.729 (meters)        (06/27/12)   ADJUSTED
 AL7944* NAD 83(2011) EPOCH   -  2010.00
 AL7944* NAVD 88 ORTHO HEIGHT -    15.7   (meters)       52.    (feet) VERTCON3
 AL7944  ______________________________________________________________________
 AL7944  GEOID HEIGHT    -        -25.400 (meters)                     GEOID18
 AL7944  NAD 83(2011) X  -    729,919.698 (meters)                     COMP
 AL7944  NAD 83(2011) Y  - -5,578,285.920 (meters)                     COMP
 AL7944  NAD 83(2011) Z  -  2,994,995.418 (meters)                     COMP
 AL7944  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 AL7944
 AL7944  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL7944  Standards:
 AL7944         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL7944            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL7944  -------------------------------------------------------------------
 AL7944  NETWORK    1.44   2.78           0.58   0.60   1.42     -0.02557881
 AL7944  -------------------------------------------------------------------
 AL7944  Click here for local accuracies and other accuracy information.
 AL7944
 AL7944.The horizontal coordinates were established by GPS observations
 AL7944.and adjusted by the National Geodetic Survey in June 2012.
 AL7944
 AL7944.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL7944.been affixed to the stable North American tectonic plate. See 
 AL7944.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL7944
 AL7944.The horizontal coordinates are valid at the epoch date displayed above
 AL7944.which is a decimal equivalence of Year/Month/Day.
 AL7944
 AL7944.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7944
 AL7944.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7944.GEOID18 height accuracy estimate available here.
 AL7944
 AL7944.Click photographs - Photos may exist for this station.
 AL7944
 AL7944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7944
 AL7944.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7944
 AL7944.The ellipsoidal height was determined by GPS observations
 AL7944.and is referenced to NAD 83.
 AL7944
 AL7944. The following values were computed from the NAD 83(2011) position.
 AL7944
 AL7944;                    North         East     Units Scale Factor Converg.
 AL7944;SPC FL W     -   427,293.086   146,470.629   MT  0.99997653   -0 15 27.2
 AL7944;SPC FL W     - 1,401,877.40    480,545.72   sFT  0.99997653   -0 15 27.2
 AL7944;UTM  17      - 3,119,125.275   348,328.814   MT  0.99988392   -0 43 48.2
 AL7944
 AL7944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7944!SPC FL W     -   1.00000153  x   0.99997653  =   0.99997806
 AL7944!UTM  17      -   1.00000153  x   0.99988392  =   0.99988545
 AL7944
 AL7944:                Primary Azimuth Mark                     Grid Az
 AL7944:SPC FL W     -  14 91 GPS8                               247 19 09.4
 AL7944:UTM  17      -  14 91 GPS8                               247 47 30.4
 AL7944
 AL7944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4832819125(NAD 83)
 AL7944
 AL7944|---------------------------------------------------------------------|
 AL7944| PID    Reference Object                     Distance      Geod. Az  |
 AL7944|                                                           dddmmss.s |
 AL7944| AL7945 14 91 GPS8                          APPROX. 0.8 KM 2470342.2 |
 AL7944|---------------------------------------------------------------------|
 AL7944
 AL7944                          SUPERSEDED SURVEY CONTROL
 AL7944
 AL7944  NAD 83(2007)-  28 11 21.04527(N)    082 32 42.68884(W) AD(2002.00) 0
 AL7944  ELLIP H (02/10/07)   -9.679  (m)                       GP(2002.00)    
 AL7944  NAD 83(1999)-  28 11 21.04610(N)    082 32 42.68900(W) AD(       ) 1
 AL7944  ELLIP H (07/06/01)   -9.662  (m)                       GP(       ) 4 2
 AL7944  NAD 83(1990)-  28 11 21.04474(N)    082 32 42.68844(W) AD(       ) 1
 AL7944  NGVD 29 (07/02/92)   16.0    (m)  GEOID90  model used  GPS OBS        
 AL7944
 AL7944.Superseded values are not recommended for survey control.
 AL7944
 AL7944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7944.See file dsdata.pdf to determine how the superseded data were derived.
 AL7944
 AL7944_MARKER: DE = TRAVERSE STATION DISK
 AL7944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7944_STAMPING: 14 91 GPS7
 AL7944_MARK LOGO: FLDT
 AL7944_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7944+STABILITY: SURFACE MOTION
 AL7944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7944+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7944
 AL7944  HISTORY     - Date     Condition        Report By
 AL7944  HISTORY     - 1991     MONUMENTED       FLDT
 AL7944  HISTORY     - 20061023 MARK NOT FOUND   FLDEP
 AL7944
 AL7944                          STATION DESCRIPTION
 AL7944
 AL7944'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7944'THE STATION IS LOCATED ABOUT 8.05 KM (5.00 MI) WEST OF LAND O LAKES,
 AL7944'FLORIDA.
 AL7944'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 41 (STATE
 AL7944'ROAD 45) AND STATE ROAD 54, GO WEST 8.15 KM (5.05 MI) ALONG STATE
 AL7944'ROAD54 TO THE STATION ON THE LEFT.
 AL7944'THE STATION IS RECESSED 0.15 M (0.5 FT) BELOW GROUND LEVEL. LOCATED
 AL7944'57.58 M (188.9 FT) SOUTHWESTERLY OF A POWER POLE NO. TZ-267, 39.14 M
 AL7944'(128.4 FT) SOUTHEASTERLY OF A POWER POLE NO. TZ-266, 14.02 M
 AL7944'(46.0 FT)SOUTHERLY OF THE CENTERLINE OF PAVEMENT FOR STATE ROAD 54,
 AL7944'27.49 M    (90.2 FT) EASTERLY OF A UTILITY POLE, 48.31 M (158.5 FT)
 AL7944'WESTERLY OF  A UTILITY POLE, 1.98 M (6.5 FT) NORTH OF A HOG WIRE
 AL7944'FENCE, AND 1.83 M (6.0 FT) NORTH OF A METAL WITNESS POST.
 AL7944
 AL7944                          STATION RECOVERY (2006)
 AL7944
 AL7944'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (BPJ)
 AL7944'THE MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7945 ***********************************************************************
 AL7945  DESIGNATION -  14 91 GPS8
 AL7945  PID         -  AL7945
 AL7945  STATE/COUNTY-  FL/PASCO
 AL7945  COUNTRY     -  US
 AL7945  USGS QUAD   -  ODESSA (2018)
 AL7945
 AL7945                         *CURRENT SURVEY CONTROL
 AL7945  ______________________________________________________________________
 AL7945* NAD 83(2011) POSITION- 28 11 11.11538(N) 082 33 09.16753(W)   ADJUSTED
 AL7945* NAD 83(2011) ELLIP HT-    -9.806 (meters)        (06/27/12)   ADJUSTED
 AL7945* NAD 83(2011) EPOCH   -  2010.00
 AL7945* NAVD 88 ORTHO HEIGHT -    15.599 (meters)       51.18  (feet) ADJUSTED
 AL7945  ______________________________________________________________________
 AL7945  GEOID HEIGHT    -        -25.384 (meters)                     GEOID18
 AL7945  NAD 83(2011) X  -    729,222.277 (meters)                     COMP
 AL7945  NAD 83(2011) Y  - -5,578,522.685 (meters)                     COMP
 AL7945  NAD 83(2011) Z  -  2,994,725.955 (meters)                     COMP
 AL7945  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 AL7945  DYNAMIC HEIGHT  -         15.576 (meters)       51.10  (feet) COMP
 AL7945  MODELED GRAVITY -    979,202.2   (mgal)                       NAVD 88
 AL7945
 AL7945  VERT ORDER      -  FIRST     CLASS II
 AL7945
 AL7945  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL7945  Standards:
 AL7945         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL7945            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL7945  -------------------------------------------------------------------
 AL7945  NETWORK    1.44   2.78           0.58   0.60   1.42     -0.02656818
 AL7945  -------------------------------------------------------------------
 AL7945  Click here for local accuracies and other accuracy information.
 AL7945
 AL7945.The horizontal coordinates were established by GPS observations
 AL7945.and adjusted by the National Geodetic Survey in June 2012.
 AL7945
 AL7945.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL7945.been affixed to the stable North American tectonic plate. See 
 AL7945.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL7945
 AL7945.The horizontal coordinates are valid at the epoch date displayed above
 AL7945.which is a decimal equivalence of Year/Month/Day.
 AL7945
 AL7945.The orthometric height was determined by differential leveling and
 AL7945.adjusted by the NATIONAL GEODETIC SURVEY
 AL7945.in August 2008.
 AL7945
 AL7945.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7945.GEOID18 height accuracy estimate available here.
 AL7945
 AL7945.Click photographs - Photos may exist for this station.
 AL7945
 AL7945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7945
 AL7945.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7945
 AL7945.The ellipsoidal height was determined by GPS observations
 AL7945.and is referenced to NAD 83.
 AL7945
 AL7945.The dynamic height is computed by dividing the NAVD 88
 AL7945.geopotential number by the normal gravity value computed on the
 AL7945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7945.degrees latitude (g = 980.6199 gals.).
 AL7945
 AL7945.The modeled gravity was interpolated from observed gravity values.
 AL7945
 AL7945. The following values were computed from the NAD 83(2011) position.
 AL7945
 AL7945;                    North         East     Units Scale Factor Converg.
 AL7945;SPC FL W     -   426,990.685   145,747.034   MT  0.99997749   -0 15 39.6
 AL7945;SPC FL W     - 1,400,885.27    478,171.73   sFT  0.99997749   -0 15 39.6
 AL7945;UTM  17      - 3,118,828.879   347,602.816   MT  0.99988665   -0 44 00.5
 AL7945
 AL7945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7945!SPC FL W     -   1.00000154  x   0.99997749  =   0.99997903
 AL7945!UTM  17      -   1.00000154  x   0.99988665  =   0.99988819
 AL7945
 AL7945:                Primary Azimuth Mark                     Grid Az
 AL7945:SPC FL W     -  14 91 GPS7                               067 19 09.3
 AL7945:UTM  17      -  14 91 GPS7                               067 47 30.2
 AL7945
 AL7945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4760218828(NAD 83)
 AL7945
 AL7945|---------------------------------------------------------------------|
 AL7945| PID    Reference Object                     Distance      Geod. Az  |
 AL7945|                                                           dddmmss.s |
 AL7945| AL7944 14 91 GPS7                          APPROX. 0.8 KM 0670329.7 |
 AL7945|---------------------------------------------------------------------|
 AL7945
 AL7945                          SUPERSEDED SURVEY CONTROL
 AL7945
 AL7945  NAD 83(2007)-  28 11 11.11547(N)    082 33 09.16843(W) AD(2002.00) 0
 AL7945  ELLIP H (02/10/07)   -9.756  (m)                       GP(2002.00)    
 AL7945  NAD 83(1999)-  28 11 11.11631(N)    082 33 09.16859(W) AD(       ) 1
 AL7945  ELLIP H (07/06/01)   -9.738  (m)                       GP(       ) 4 2
 AL7945  NAD 83(1990)-  28 11 11.11495(N)    082 33 09.16803(W) AD(       ) 1
 AL7945  NGVD 29 (07/02/92)   15.9    (m)  GEOID90  model used  GPS OBS        
 AL7945
 AL7945.Superseded values are not recommended for survey control.
 AL7945
 AL7945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7945.See file dsdata.pdf to determine how the superseded data were derived.
 AL7945
 AL7945_MARKER: DD = SURVEY DISK
 AL7945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7945_STAMPING: 14 91 GPS8
 AL7945_MARK LOGO: FLDT
 AL7945_PROJECTION: FLUSH
 AL7945_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7945+STABILITY: SURFACE MOTION
 AL7945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7945+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2009
 AL7945
 AL7945  HISTORY     - Date     Condition        Report By
 AL7945  HISTORY     - 1991     MONUMENTED       FLDT
 AL7945  HISTORY     - 20061023 GOOD             FLDEP
 AL7945  HISTORY     - 20090427 GOOD             BAYSID
 AL7945  HISTORY     - 20231219 MARK NOT FOUND   PICKET
 AL7945
 AL7945                          STATION DESCRIPTION
 AL7945
 AL7945'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7945'THE STATION IS LOCATED ABOUT 8.85 KM (5.50 MI) WEST OF LAND O LAKES,
 AL7945'FLORIDA.
 AL7945'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 41 (STATE
 AL7945'ROAD 45) AND STATE ROAD 54, GO WEST 8.85 KM (5.50 MI) ALONG STATE
 AL7945'ROAD54 TO THE STATION ON THE RIGHT.
 AL7945'THE STATION IS RECESSED 0.05 M (0.2 FT) BELOW GROUND LEVEL. LOCATED
 AL7945'45.20 M (148.3 FT) WESTERLY OF A POWER POLE NO. TZ-257, 33.86 M
 AL7945'(111.1 FT) EASTERLY OF A POWER POLE NO. TZ-256, 15.02 M (49.3 FT)
 AL7945'NORTHERLY OF THE CENTERLINE OF PAVEMENT FOR STATE ROAD 54, 0.98 M
 AL7945'(3.2 FT) SOUTHERLY OF A HOG WIRE FENCE, AND 0.91 M (3.0 FT) SOUTH OF
 AL7945'A METAL WITNESS POST.
 AL7945
 AL7945                          STATION RECOVERY (2006)
 AL7945
 AL7945'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (BPJ)
 AL7945'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AL7945'THE MARK FROM  THE JUNCTION OF COUNTY ROAD 587 (GUNN HIGHWAY) AND
 AL7945'STATE ROAD 54 IN ODESSA, GO EAST ON  STATE ROAD 54 FOR 2.65 MI TO THE
 AL7945'MARK ON THE LEFT.
 AL7945
 AL7945                          STATION RECOVERY (2009)
 AL7945
 AL7945'RECOVERY NOTE BY BAYSIDE ENGINEERING 2009 (KEJ)
 AL7945'RECOVERED IN GOOD CONDITION.
 AL7945
 AL7945                          STATION RECOVERY (2023)
 AL7945
 AL7945'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2023 (JF)
 AL7945'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7946 ***********************************************************************
 AL7946  DESIGNATION -  14 91 GPS9
 AL7946  PID         -  AL7946
 AL7946  STATE/COUNTY-  FL/PASCO
 AL7946  COUNTRY     -  US
 AL7946  USGS QUAD   -  ELFERS (2018)
 AL7946
 AL7946                         *CURRENT SURVEY CONTROL
 AL7946  ______________________________________________________________________
 AL7946* NAD 83(2011) POSITION- 28 12 22.69206(N) 082 39 56.73734(W)   ADJUSTED
 AL7946* NAD 83(2011) ELLIP HT-   -11.474 (meters)        (06/27/12)   ADJUSTED
 AL7946* NAD 83(2011) EPOCH   -  2010.00
 AL7946* NAVD 88 ORTHO HEIGHT -    13.9   (meters)       46.    (feet) VERTCON3
 AL7946  ______________________________________________________________________
 AL7946  GEOID HEIGHT    -        -25.354 (meters)                     GEOID18
 AL7946  NAD 83(2011) X  -    718,064.863 (meters)                     COMP
 AL7946  NAD 83(2011) Y  - -5,578,918.660 (meters)                     COMP
 AL7946  NAD 83(2011) Z  -  2,996,667.112 (meters)                     COMP
 AL7946  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 AL7946
 AL7946  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL7946  Standards:
 AL7946         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL7946            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL7946  -------------------------------------------------------------------
 AL7946  NETWORK    1.43   2.86           0.57   0.60   1.46      0.00642258
 AL7946  -------------------------------------------------------------------
 AL7946  Click here for local accuracies and other accuracy information.
 AL7946
 AL7946.The horizontal coordinates were established by GPS observations
 AL7946.and adjusted by the National Geodetic Survey in June 2012.
 AL7946
 AL7946.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL7946.been affixed to the stable North American tectonic plate. See 
 AL7946.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL7946
 AL7946.The horizontal coordinates are valid at the epoch date displayed above
 AL7946.which is a decimal equivalence of Year/Month/Day.
 AL7946
 AL7946.The NAVD 88 height was computed by applying the VERTCON shift value to
 AL7946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AL7946
 AL7946.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7946.GEOID18 height accuracy estimate available here.
 AL7946
 AL7946.Click photographs - Photos may exist for this station.
 AL7946
 AL7946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7946
 AL7946.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7946
 AL7946.The ellipsoidal height was determined by GPS observations
 AL7946.and is referenced to NAD 83.
 AL7946
 AL7946. The following values were computed from the NAD 83(2011) position.
 AL7946
 AL7946;                    North         East     Units Scale Factor Converg.
 AL7946;SPC FL W     -   429,249.886   134,642.733   MT  0.99999388   -0 18 52.9
 AL7946;SPC FL W     - 1,408,297.33    441,740.37   sFT  0.99999388   -0 18 52.9
 AL7946;UTM  17      - 3,121,179.421   336,518.387   MT  0.99992986   -0 47 15.0
 AL7946
 AL7946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7946!SPC FL W     -   1.00000180  x   0.99999388  =   0.99999568
 AL7946!UTM  17      -   1.00000180  x   0.99992986  =   0.99993166
 AL7946
 AL7946:                Primary Azimuth Mark                     Grid Az
 AL7946:SPC FL W     -  14 91 GPS10                              356 01 47.9
 AL7946:UTM  17      -  14 91 GPS10                              356 30 10.0
 AL7946
 AL7946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3651821179(NAD 83)
 AL7946
 AL7946|---------------------------------------------------------------------|
 AL7946| PID    Reference Object                     Distance      Geod. Az  |
 AL7946|                                                           dddmmss.s |
 AL7946| AL7936 14 91 GPS10                         APPROX. 0.6 KM 3554255.0 |
 AL7946|---------------------------------------------------------------------|
 AL7946
 AL7946                          SUPERSEDED SURVEY CONTROL
 AL7946
 AL7946  NAD 83(2007)-  28 12 22.69187(N)    082 39 56.73813(W) AD(2002.00) 0
 AL7946  ELLIP H (02/10/07)  -11.445  (m)                       GP(2002.00)    
 AL7946  NAD 83(1999)-  28 12 22.69260(N)    082 39 56.73807(W) AD(       ) 1
 AL7946  ELLIP H (07/06/01)  -11.450  (m)                       GP(       ) 4 2
 AL7946  NAD 83(1990)-  28 12 22.69093(N)    082 39 56.73787(W) AD(       ) 1
 AL7946  NGVD 29 (07/02/92)   14.1    (m)  GEOID90  model used  GPS OBS        
 AL7946
 AL7946.Superseded values are not recommended for survey control.
 AL7946
 AL7946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7946.See file dsdata.pdf to determine how the superseded data were derived.
 AL7946
 AL7946_MARKER: DE = TRAVERSE STATION DISK
 AL7946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7946_STAMPING: 14 91 GPS9
 AL7946_MARK LOGO: FLDT
 AL7946_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7946+STABILITY: SURFACE MOTION
 AL7946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7946+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AL7946
 AL7946  HISTORY     - Date     Condition        Report By
 AL7946  HISTORY     - 1991     MONUMENTED       FLDT
 AL7946  HISTORY     - 20061020 MARK NOT FOUND   FLDEP
 AL7946
 AL7946                          STATION DESCRIPTION
 AL7946
 AL7946'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7946'THE STATION IS LOCATED ABOUT 4.9 KM (3.0 MI) EAST OF ELFERS, FLORIDA.
 AL7946'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 41 (STATE
 AL7946'ROAD 45) AND STATE ROAD 54 IN LAND O LAKES, FLORIDA, GO WEST 20.92 KM
 AL7946'(13.00 MI) ALONG STATE ROAD 54 THE INTERSECTION WITH COUNTY ROAD 1
 AL7946'AND THE STATION AT THE NORTHEAST CORNER OF THE INTERSECTION.
 AL7946'THE STATION IS FLUSH WITH THE GROUND. LOCATED 12.37 M (40.6 FT)
 AL7946'NORTHWESTERLY OF A CONCRETE LIGHT POLE, 12.01 M (39.4 FT) WESTERLY OF
 AL7946'A POWER POLE, 11.67 M (38.3 FT) SOUTHEASTERLY OF A POWER POLE, AND
 AL7946'3.14 M (10.3 FT) SOUTHEASTERLY A METAL WITNESS POST.
 AL7946
 AL7946                          STATION RECOVERY (2006)
 AL7946
 AL7946'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (BPJ)
 AL7946'THE MARK WAS NOT FOUND, STATE ROAD 54 HAS BEEN EXPANDED TO A 6-LANE
 AL7946'DIVIDED HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG4306 ***********************************************************************
 DG4306  DESIGNATION -  14 A
 DG4306  PID         -  DG4306
 DG4306  STATE/COUNTY-  FL/LAKE
 DG4306  COUNTRY     -  US
 DG4306  USGS QUAD   -  SORRENTO (2018)
 DG4306
 DG4306                         *CURRENT SURVEY CONTROL
 DG4306  ______________________________________________________________________
 DG4306* NAD 83(1986) POSITION- 28 48 02.     (N) 081 35 32.     (W)   SCALED
 DG4306* NAVD 88 ORTHO HEIGHT -    30.637 (meters)      100.51  (feet) ADJUSTED
 DG4306  ______________________________________________________________________
 DG4306  GEOID HEIGHT    -        -27.560 (meters)                     GEOID18
 DG4306  DYNAMIC HEIGHT  -         30.593 (meters)      100.37  (feet) COMP
 DG4306  MODELED GRAVITY -    979,237.4   (mgal)                       NAVD 88
 DG4306
 DG4306  VERT ORDER      -  SECOND    CLASS I
 DG4306
 DG4306.The horizontal coordinates were scaled from a map and have
 DG4306.an estimated accuracy of +/- 6 seconds.
 DG4306
 DG4306.The orthometric height was determined by differential leveling and
 DG4306.adjusted by the NATIONAL GEODETIC SURVEY
 DG4306.in May 2004.
 DG4306
 DG4306.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4306.GEOID18 height accuracy estimate available here.
 DG4306
 DG4306.Click photographs - Photos may exist for this station.
 DG4306
 DG4306.The dynamic height is computed by dividing the NAVD 88
 DG4306.geopotential number by the normal gravity value computed on the
 DG4306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4306.degrees latitude (g = 980.6199 gals.).
 DG4306
 DG4306.The modeled gravity was interpolated from observed gravity values.
 DG4306
 DG4306;                    North         East    Units  Estimated Accuracy
 DG4306;SPC FL E     -   495,070.      142,190.      MT  (+/- 180 meters Scaled)
 DG4306
 DG4306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM422860(NAD 83)
 DG4306
 DG4306                          SUPERSEDED SURVEY CONTROL
 DG4306
 DG4306.No superseded survey control is available for this station.
 DG4306
 DG4306_MARKER: DD = SURVEY DISK
 DG4306_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG4306_STAMPING: B.M. 14A
 DG4306_MARK LOGO: FLDT
 DG4306_PROJECTION: RECESSED 20 CENTIMETERS
 DG4306_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG4306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4306+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2002
 DG4306
 DG4306  HISTORY     - Date     Condition        Report By
 DG4306  HISTORY     - UNK      MONUMENTED       FLDT
 DG4306  HISTORY     - 20020711 GOOD             FLDEP
 DG4306
 DG4306                          STATION DESCRIPTION
 DG4306
 DG4306'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG4306'THE MARK IS ABOUT 2.6 MI EAST OF MOUNT DORA, 2.0 MI WEST OF SORRENTO,
 DG4306'IN SECTION 35,
 DG4306'TOWNSHIP 19 SOUTH, RANGE 27 EAST.
 DG4306'
 DG4306'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 DG4306'ROAD 46
 DG4306'UNDERPASS ON THE SOUTHEAST SIDE OF MOUNT DORA, GO EAST ON STATE ROAD
 DG4306'46 FOR 2.0 MI TO
 DG4306'THE INTERSECTION OF ROUND LAKE ROAD AND THE MARK ON THE RIGHT.  THE
 DG4306'MARK CAN ALSO BE
 DG4306'REACHED FROM THE POST OFFICE IN SORRENTO, GO WEST ON STATE ROAD 46 FOR
 DG4306'2.2 MI TO THE
 DG4306'INTERSECTION OF ROUND LAKE ROAD AND THE MARK ON THE LEFT, SET IN TOP
 DG4306'OF A PREFABRICATED
 DG4306'CONCRETE POST RECESSED 0.8 FT BELOW THE LEVEL OF THE GROUND AND ABOUT
 DG4306'LEVEL WITH
 DG4306'STATE ROAD 46.
 DG4306'
 DG4306'LOCATED 134.0 FT EAST OF THE CENTERLINE OF ROUND LAKE ROAD, 47.2 FT
 DG4306'SOUTHWEST OF A
 DG4306'HIGHWAY PATROL SIGN, 28.0 FT SOUTH OF THE SOUTH EDGE OF STATE ROAD 46
 DG4306'AND 1.0 FT NORTH
 DG4306'OF A FLDT METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1341 ***********************************************************************
 AQ1341  DESIGNATION -  14 A 54.617
 AQ1341  PID         -  AQ1341
 AQ1341  STATE/COUNTY-  FL/VOLUSIA
 AQ1341  COUNTRY     -  US
 AQ1341  USGS QUAD   -  SAMSULA (2018)
 AQ1341
 AQ1341                         *CURRENT SURVEY CONTROL
 AQ1341  ______________________________________________________________________
 AQ1341* NAD 83(1986) POSITION- 29 02 51.0    (N) 081 00 27.2    (W)   HD_HELD2
 AQ1341* NAVD 88 ORTHO HEIGHT -    16.289 (meters)       53.44  (feet) ADJUSTED
 AQ1341  ______________________________________________________________________
 AQ1341  GEOID HEIGHT    -        -28.233 (meters)                     GEOID18
 AQ1341  DYNAMIC HEIGHT  -         16.266 (meters)       53.37  (feet) COMP
 AQ1341  MODELED GRAVITY -    979,256.0   (mgal)                       NAVD 88
 AQ1341
 AQ1341  VERT ORDER      -  SECOND    CLASS 0
 AQ1341
 AQ1341.The horizontal coordinates were established by autonomous hand held GPS
 AQ1341.observations and have an estimated accuracy of +/- 10 meters.
 AQ1341
 AQ1341.The orthometric height was determined by differential leveling and
 AQ1341.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1341.in June 1991.
 AQ1341
 AQ1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1341.GEOID18 height accuracy estimate available here.
 AQ1341
 AQ1341.Click photographs - Photos may exist for this station.
 AQ1341
 AQ1341.The dynamic height is computed by dividing the NAVD 88
 AQ1341.geopotential number by the normal gravity value computed on the
 AQ1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1341.degrees latitude (g = 980.6199 gals.).
 AQ1341
 AQ1341.The modeled gravity was interpolated from observed gravity values.
 AQ1341
 AQ1341;                    North         East    Units  Estimated Accuracy
 AQ1341;SPC FL E     -   522,294.      199,264.      MT  (+/- 10 meters HH2 GPS)
 AQ1341
 AQ1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9926413248(NAD 83)
 AQ1341
 AQ1341                          SUPERSEDED SURVEY CONTROL
 AQ1341
 AQ1341  NGVD 29 (??/??/92)   16.632  (m)           54.57   (f) ADJ UNCH    2 0
 AQ1341
 AQ1341.Superseded values are not recommended for survey control.
 AQ1341
 AQ1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1341.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1341
 AQ1341_MARKER: DB = BENCH MARK DISK
 AQ1341_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1341_SP_SET: BRIDGE PARAPET
 AQ1341_STAMPING: 14 A 54.617
 AQ1341_MARK LOGO: FLSRD
 AQ1341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1341+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2025
 AQ1341
 AQ1341  HISTORY     - Date     Condition        Report By
 AQ1341  HISTORY     - UNK      MONUMENTED       FLSRD
 AQ1341  HISTORY     - 1972     GOOD             FLDT
 AQ1341  HISTORY     - 1984     GOOD             USPSQD
 AQ1341  HISTORY     - 1990     GOOD             USPSQD
 AQ1341  HISTORY     - 20251209 GOOD             GEOCAC
 AQ1341
 AQ1341                          STATION DESCRIPTION
 AQ1341
 AQ1341'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1341'6.7 MI NW FROM NEW SMYRNA.
 AQ1341'FROM THE INTERSECTION OF SR-44 WITH U.S.-1 IN NEW SMYRNA PROCEED
 AQ1341'WEST ON SR-44 FOR 4.0 MILES TO INTERSECTION WITH I-95, THEN
 AQ1341'NORTH ON I-9 FOR 2.70 MILES TO INTERSECTION WITH SR-40A (PIONEER
 AQ1341'TRAIL), AND BENCH MARK, WHICH IS A STATE ROAD DEPARTMENT BRASS
 AQ1341'DISK PRESET FLUSH IN THE SW END OF SR-40A CONCRETE BRIDGE
 AQ1341'GUARDRAIL OVER I-95.  IT IS 0.6 FOOT EAST OF THE SW CORNER OF
 AQ1341'SR-40A BRIDGE CONCRETE GUARDRAIL AND 17.3 FEET SOUTH OF CENTERLINE
 AQ1341'SR-40A.  SECTION 9, T 17 S, R 33 E.
 AQ1341
 AQ1341                          STATION RECOVERY (1984)
 AQ1341
 AQ1341'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1341'RECOVERED IN GOOD CONDITION.
 AQ1341
 AQ1341                          STATION RECOVERY (1990)
 AQ1341
 AQ1341'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1341'RECOVERED IN GOOD CONDITION.
 AQ1341
 AQ1341                          STATION RECOVERY (2025)
 AQ1341
 AQ1341'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AQ1341'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1337 ***********************************************************************
 AQ1337  DESIGNATION -  14 B 54.517
 AQ1337  PID         -  AQ1337
 AQ1337  STATE/COUNTY-  FL/VOLUSIA
 AQ1337  COUNTRY     -  US
 AQ1337  USGS QUAD   -  SAMSULA (2018)
 AQ1337
 AQ1337                         *CURRENT SURVEY CONTROL
 AQ1337  ______________________________________________________________________
 AQ1337* NAD 83(1986) POSITION- 29 02 51.6    (N) 081 00 23.4    (W)   HD_HELD2
 AQ1337* NAVD 88 ORTHO HEIGHT -    16.276 (meters)       53.40  (feet) ADJUSTED
 AQ1337  ______________________________________________________________________
 AQ1337  GEOID HEIGHT    -        -28.234 (meters)                     GEOID18
 AQ1337  DYNAMIC HEIGHT  -         16.253 (meters)       53.32  (feet) COMP
 AQ1337  MODELED GRAVITY -    979,256.0   (mgal)                       NAVD 88
 AQ1337
 AQ1337  VERT ORDER      -  SECOND    CLASS 0
 AQ1337
 AQ1337.The horizontal coordinates were established by autonomous hand held GPS
 AQ1337.observations and have an estimated accuracy of +/- 10 meters.
 AQ1337
 AQ1337.The orthometric height was determined by differential leveling and
 AQ1337.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1337.in June 1991.
 AQ1337
 AQ1337.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1337.GEOID18 height accuracy estimate available here.
 AQ1337
 AQ1337.Click photographs - Photos may exist for this station.
 AQ1337
 AQ1337.The dynamic height is computed by dividing the NAVD 88
 AQ1337.geopotential number by the normal gravity value computed on the
 AQ1337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1337.degrees latitude (g = 980.6199 gals.).
 AQ1337
 AQ1337.The modeled gravity was interpolated from observed gravity values.
 AQ1337
 AQ1337;                    North         East    Units  Estimated Accuracy
 AQ1337;SPC FL E     -   522,313.      199,367.      MT  (+/- 10 meters HH2 GPS)
 AQ1337
 AQ1337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9936713266(NAD 83)
 AQ1337
 AQ1337                          SUPERSEDED SURVEY CONTROL
 AQ1337
 AQ1337  NGVD 29 (??/??/92)   16.619  (m)           54.52   (f) ADJ UNCH    2 0
 AQ1337
 AQ1337.Superseded values are not recommended for survey control.
 AQ1337
 AQ1337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1337.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1337
 AQ1337_MARKER: DB = BENCH MARK DISK
 AQ1337_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1337_SP_SET: BRIDGE PARAPET
 AQ1337_STAMPING: 14 B 54.517
 AQ1337_MARK LOGO: FLSRD
 AQ1337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1337+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2025
 AQ1337
 AQ1337  HISTORY     - Date     Condition        Report By
 AQ1337  HISTORY     - UNK      MONUMENTED       FLSRD
 AQ1337  HISTORY     - 1972     GOOD             FLDT
 AQ1337  HISTORY     - 1984     GOOD             USPSQD
 AQ1337  HISTORY     - 20251209 GOOD             GEOCAC
 AQ1337
 AQ1337                          STATION DESCRIPTION
 AQ1337
 AQ1337'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1337'6.7 MI NW FROM NEW SMYRNA.
 AQ1337'FROM THE INTERSECTION OF SR-44 WITH U.S.-1 IN NEW SMYRNA PROCEED
 AQ1337'WEST ON SR-44 FOR 4.0 MILES TO INTERSECTION WITH I-95, THEN
 AQ1337'NORTH ON I-95 FOR 2.7 MILES TO INTERSECTION WITH SR-40A (PIONEER
 AQ1337'TRAIL), AND STATION, WHICH IS A STATE ROAD DEPARTMENT BRASS DISK
 AQ1337'PRESET FLUSH IN THE NE END OF SR-40 BRIDGE OVER I-95.  IT IS
 AQ1337'0.5 FEET WEST OF THE NE CORNER OF SR-40A CONCRETE BRIDGE GUARDRAIL
 AQ1337'AND IS 17.3 FEET NORTH OF THE CENTERLINE OF SR-40A.  SECTION 9,
 AQ1337'T 17 S, R 33 E.
 AQ1337
 AQ1337                          STATION RECOVERY (1984)
 AQ1337
 AQ1337'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1337'RECOVERED IN GOOD CONDITION.
 AQ1337
 AQ1337                          STATION RECOVERY (2025)
 AQ1337
 AQ1337'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AQ1337'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI3202 ***********************************************************************
 AI3202  DESIGNATION -  14 CMP
 AI3202  PID         -  AI3202
 AI3202  STATE/COUNTY-  FL/BAKER
 AI3202  COUNTRY     -  US
 AI3202  USGS QUAD   -  TAYLOR (2018)
 AI3202
 AI3202                         *CURRENT SURVEY CONTROL
 AI3202  ______________________________________________________________________
 AI3202* NAD 83(1986) POSITION- 30 27 46.     (N) 082 17 13.     (W)   SCALED
 AI3202* NAVD 88 ORTHO HEIGHT -    35.032 (meters)      114.93  (feet) ADJUSTED
 AI3202  ______________________________________________________________________
 AI3202  GEOID HEIGHT    -        -28.321 (meters)                     GEOID18
 AI3202  DYNAMIC HEIGHT  -         34.987 (meters)      114.79  (feet) COMP
 AI3202  MODELED GRAVITY -    979,346.3   (mgal)                       NAVD 88
 AI3202
 AI3202  VERT ORDER      -  SECOND    CLASS I
 AI3202
 AI3202.The horizontal coordinates were scaled from a map and have
 AI3202.an estimated accuracy of +/- 6 seconds.
 AI3202
 AI3202.The orthometric height was determined by differential leveling and
 AI3202.adjusted by the NATIONAL GEODETIC SURVEY
 AI3202.in May 2001.
 AI3202
 AI3202.No vertical observational check was made to the station.
 AI3202
 AI3202.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3202.GEOID18 height accuracy estimate available here.
 AI3202
 AI3202.Click photographs - Photos may exist for this station.
 AI3202
 AI3202.The dynamic height is computed by dividing the NAVD 88
 AI3202.geopotential number by the normal gravity value computed on the
 AI3202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3202.degrees latitude (g = 980.6199 gals.).
 AI3202
 AI3202.The modeled gravity was interpolated from observed gravity values.
 AI3202
 AI3202;                    North         East    Units  Estimated Accuracy
 AI3202;SPC FL N     -   164,210.      812,510.      MT  (+/- 180 meters Scaled)
 AI3202
 AI3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP764707(NAD 83)
 AI3202
 AI3202                          SUPERSEDED SURVEY CONTROL
 AI3202
 AI3202.No superseded survey control is available for this station.
 AI3202
 AI3202_MARKER: DB = BENCH MARK DISK
 AI3202_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AI3202_STAMPING: 14 CMP 1964 ELEV
 AI3202_MARK LOGO: USGS
 AI3202_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3202_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3202+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 AI3202
 AI3202  HISTORY     - Date     Condition        Report By
 AI3202  HISTORY     - 1964     MONUMENTED       USGS
 AI3202  HISTORY     - 19920123 GOOD             NGS
 AI3202
 AI3202                          STATION DESCRIPTION
 AI3202
 AI3202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 AI3202'THE MARK IS ABOUT 1.85 MI (2.98 KM) NORTH OF TAYLOR IN SECTION 26, T 1
 AI3202'N, R 20 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD S-250 AND
 AI3202'STATE ROAD 125 IN TAYLOR, GO NORTH ON STATE ROAD S-250 FOR 0.75 MI
 AI3202'(1.21 KM) TO THE END OF PAVEMENT, CONTINUE NORTHERLY FOR 0.45 MI (0.72
 AI3202'KM) TO A FORK IN THE ROAD, BEAR LEFT AT THE FORK (EDDY ROAD) AND GO
 AI3202'NORTHERLY FOR 0.65 MI (1.05 KM) TO THE MARK ON THE LEFT, SET IN THE
 AI3202'TOP OF A PREFABRICATED POST LEVEL WITH THE ROAD AND FLUSH WITH THE
 AI3202'GROUND.  IN FRONT OF THE SORBELLS PROPERTY. LOCATED 95.5 FT (29.1 M)
 AI3202'SOUTH-SOUTHEAST OF CABLE BOX NUMBER 91100 2 3, 71.8 FT (21.9 M)
 AI3202'SOUTH-SOUTHWEST OF A POWER POLE WITH A GUY WIRE ATTACHED, 26.8 FT (8.2
 AI3202'M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF EDDY ROAD, 23.9 FT
 AI3202'(7.3 M) NORTH-NORTHWEST OF THE NORTH-SOUTH FENCE CORNER POST AND 17.2
 AI3202'FT (5.2 M) EAST-NORTHEAST OF THE FENCE LINE AND 17.0 FT (5.2 M)
 AI3202'EAST-NORTHEAST OF A CARSONITE WITNESS. NOTE  THE ELEVATION CAN NOT BE
 AI3202'READ AS THE DISC HAS BEEN MARRED BY A MOWER, THE MARK IS STILL TIGHT
 AI3202'IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ3504 ***********************************************************************
 AJ3504  DESIGNATION -  14 FAR
 AJ3504  PID         -  AJ3504
 AJ3504  STATE/COUNTY-  FL/PALM BEACH
 AJ3504  COUNTRY     -  US
 AJ3504  USGS QUAD   -  BELLE GLADE (2018)
 AJ3504
 AJ3504                         *CURRENT SURVEY CONTROL
 AJ3504  ______________________________________________________________________
 AJ3504* NAD 83(1986) POSITION- 26 40 51.     (N) 080 44 41.     (W)   SCALED
 AJ3504* NAVD 88 ORTHO HEIGHT -     3.825 (meters)       12.55  (feet) ADJUSTED
 AJ3504  ______________________________________________________________________
 AJ3504  GEOID HEIGHT    -        -24.996 (meters)                     GEOID18
 AJ3504  DYNAMIC HEIGHT  -          3.819 (meters)       12.53  (feet) COMP
 AJ3504  MODELED GRAVITY -    979,104.9   (mgal)                       NAVD 88
 AJ3504
 AJ3504  VERT ORDER      -  SECOND    CLASS I
 AJ3504
 AJ3504.The horizontal coordinates were scaled from a map and have
 AJ3504.an estimated accuracy of +/- 6 seconds.
 AJ3504
 AJ3504.The orthometric height was determined by differential leveling and
 AJ3504.adjusted by the NATIONAL GEODETIC SURVEY
 AJ3504.in May 2003.
 AJ3504
 AJ3504.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ3504.GEOID18 height accuracy estimate available here.
 AJ3504
 AJ3504.Click photographs - Photos may exist for this station.
 AJ3504
 AJ3504.The dynamic height is computed by dividing the NAVD 88
 AJ3504.geopotential number by the normal gravity value computed on the
 AJ3504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3504.degrees latitude (g = 980.6199 gals.).
 AJ3504
 AJ3504.The modeled gravity was interpolated from observed gravity values.
 AJ3504
 AJ3504;                    North         East    Units  Estimated Accuracy
 AJ3504;SPC FL E     -   260,070.      225,410.      MT  (+/- 180 meters Scaled)
 AJ3504
 AJ3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK253511(NAD 83)
 AJ3504
 AJ3504                          SUPERSEDED SURVEY CONTROL
 AJ3504
 AJ3504  NAVD 88 (09/17/01)    3.827  (m)           12.56   (f) SUPERSEDED  2 1
 AJ3504
 AJ3504.Superseded values are not recommended for survey control.
 AJ3504
 AJ3504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3504.See file dsdata.pdf to determine how the superseded data were derived.
 AJ3504
 AJ3504_MARKER: DD = SURVEY DISK
 AJ3504_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ3504_SP_SET: HEADWALL
 AJ3504_STAMPING: 14 FAR 1970
 AJ3504_MARK LOGO: USGS
 AJ3504_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3504+STABILITY: SURFACE MOTION
 AJ3504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3504+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2025
 AJ3504
 AJ3504  HISTORY     - Date     Condition        Report By
 AJ3504  HISTORY     - 1970     MONUMENTED       USGS
 AJ3504  HISTORY     - 20000228 GOOD             FLDEP
 AJ3504  HISTORY     - 20130615 GOOD             BAKER
 AJ3504  HISTORY     - 20250515 GOOD             USGS
 AJ3504
 AJ3504                          STATION DESCRIPTION
 AJ3504
 AJ3504'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3504'THE MARK IS ABOUT 28.0 MI (45.1 KM) NORTHWEST OF ANDYTOWN, 2.4 MI (3.9
 AJ3504'KM) NORTH OF SOUTH BAY, IN SECTION 9, TOWNSHIP 44 SOUTH, RANGE 36
 AJ3504'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 AJ3504'ROAD 80 IN SOUTH BAY, GO NORTH ON U.S. HIGHWAY 27 FOR 2.3 MI (3.7 KM)
 AJ3504'TO THE MARK ON THE RIGHT, SET IN THE TOP OF A BOX CULVERT HEADWALL,
 AJ3504'5.0 FT (1.5 M) BELOW THE LEVEL OF THE NORTHBOUND LANES OF U.S. HIGHWAY
 AJ3504'27. LOCATED 185.0 FT (56.4 M) WEST-NORTHWEST OF THE EAST END OF A
 AJ3504'GUARDRAIL, 40.0 FT (12.2 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 AJ3504'NORTHBOUND LANES OF U.S. HIGHWAY 27 AND 7.8 FT (2.4 M) NORTH-NORTHWEST
 AJ3504'OF A METAL GUARDRAIL AND A METAL WITNESS SIGN.
 AJ3504
 AJ3504                          STATION RECOVERY (2013)
 AJ3504
 AJ3504'RECOVERY NOTE BY M BAKER JR INCORPORATED 2013 (SJC)
 AJ3504'METAL WITNESS POST IS MISSING.
 AJ3504
 AJ3504                          STATION RECOVERY (2025)
 AJ3504
 AJ3504'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2025 (JC)
 AJ3504'RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE DATA SHEET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0338 ***********************************************************************
 BE0338  DESIGNATION -  14 JWM USGS
 BE0338  PID         -  BE0338
 BE0338  STATE/COUNTY-  FL/JACKSON
 BE0338  COUNTRY     -  US
 BE0338  USGS QUAD   -  DELLWOOD (2018)
 BE0338
 BE0338                         *CURRENT SURVEY CONTROL
 BE0338  ______________________________________________________________________
 BE0338* NAD 83(1986) POSITION- 30 48 14.     (N) 085 02 01.     (W)   SCALED
 BE0338* NAVD 88 ORTHO HEIGHT -    31.383 (meters)      102.96  (feet) ADJUSTED
 BE0338  ______________________________________________________________________
 BE0338  GEOID HEIGHT    -        -28.318 (meters)                     GEOID18
 BE0338  DYNAMIC HEIGHT  -         31.342 (meters)      102.83  (feet) COMP
 BE0338  MODELED GRAVITY -    979,340.9   (mgal)                       NAVD 88
 BE0338
 BE0338  VERT ORDER      -  SECOND    CLASS 0
 BE0338
 BE0338.The horizontal coordinates were scaled from a map and have
 BE0338.an estimated accuracy of +/- 6 seconds.
 BE0338
 BE0338.The orthometric height was determined by differential leveling and
 BE0338.adjusted by the NATIONAL GEODETIC SURVEY
 BE0338.in June 1991.
 BE0338
 BE0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0338.GEOID18 height accuracy estimate available here.
 BE0338
 BE0338.Click photographs - Photos may exist for this station.
 BE0338
 BE0338.The dynamic height is computed by dividing the NAVD 88
 BE0338.geopotential number by the normal gravity value computed on the
 BE0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0338.degrees latitude (g = 980.6199 gals.).
 BE0338
 BE0338.The modeled gravity was interpolated from observed gravity values.
 BE0338
 BE0338;                    North         East    Units  Estimated Accuracy
 BE0338;SPC FL N     -   200,080.      548,930.      MT  (+/- 180 meters Scaled)
 BE0338
 BE0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV881095(NAD 83)
 BE0338
 BE0338                          SUPERSEDED SURVEY CONTROL
 BE0338
 BE0338  NGVD 29 (??/??/92)   31.516  (m)          103.40   (f) ADJ UNCH    2 0
 BE0338
 BE0338.Superseded values are not recommended for survey control.
 BE0338
 BE0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0338.See file dsdata.pdf to determine how the superseded data were derived.
 BE0338
 BE0338_MARKER: DD = SURVEY DISK
 BE0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0338_STAMPING: 14JWM 1951 104
 BE0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0338+STABILITY: SURFACE MOTION
 BE0338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE0338+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2009
 BE0338
 BE0338  HISTORY     - Date     Condition        Report By
 BE0338  HISTORY     - 1951     MONUMENTED       USGS
 BE0338  HISTORY     - 1960     GOOD             CGS
 BE0338  HISTORY     - 1979     GOOD             NGS
 BE0338  HISTORY     - 19910423 GOOD             USPSQD
 BE0338  HISTORY     - 20010331 GOOD             NGS
 BE0338  HISTORY     - 20090810 GOOD             FLDT
 BE0338
 BE0338                          STATION DESCRIPTION
 BE0338
 BE0338'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BE0338'6.2 MI NW FROM GRAND RIDGE.
 BE0338'6.2 MILES NORTHWEST ALONG STATE HIGHWAY 69 FROM ITS JUNCTION
 BE0338'WITH U.S. HIGHWAY 90 AT GRAND RIDGE, 1.8 MILES SOUTHEAST ALONG
 BE0338'STATE HIGHWAY 69 FROM ITS JUNCTION WITH STATE ROAD S 164
 BE0338'AT DELLWOOD, 106 FT. WEST OF THE SOUTHWEST CORNER OF A FARM HOUSE,
 BE0338'51 FT. NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 104 FT. SOUTH
 BE0338'OF THE CENTER LINE OF AN EAST AND WEST GRADED DIRT ROAD, 2 FT.
 BE0338'NORTHWEST OF POWER POLE 20, 1.1 FT. SOUTHWEST OF A STEEL WITNESS
 BE0338'POST SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FT.
 BE0338'ABOVE THE GROUND.
 BE0338
 BE0338                          STATION RECOVERY (1979)
 BE0338
 BE0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BE0338'MARK RECOVERED AND FOUND IN GOOD CONDITION. DUE TO CHANGES, A
 BE0338'COMPLETE NEW DESCRIPTION FOLLOWS. 6.2 MILES NORTHWEST ALONG STATE
 BE0338'HIGHWAY 69 FROM ITS JUNCTION WITH U.S. HIGHWAY 90 AT GRAND RIDGE, 1.8
 BE0338'MILES SOUTHEAST ALONG STATE HIGHWAY 69 FROM ITS JUNCTION WITH STATE
 BE0338'ROAD S 164 AT DELLWOOD, 118.0 FEET SOUTHWEST OF THE NORTHWEST CORNER
 BE0338'OF A HOUSE, 109.0 FEET WEST OF THE SOUTHWEST CORNER OF THE HOUSE,
 BE0338'73.0 FEET NORTHWEST OF THE CENTER OF DRIVEWAY TO HOUSE, 51.0 FEET
 BE0338'NORTHEAST OF THE CENTER OF THE HIGHWAY, 109.0 FEET SOUTH OF THE
 BE0338'CENTER OF AN EAST-WEST DIRT ROAD AND AT THE WEST END OF A FLOWER
 BE0338'GARDEN.
 BE0338
 BE0338                          STATION RECOVERY (1991)
 BE0338
 BE0338'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR)
 BE0338'RECOVERED IN GOOD CONDITION.
 BE0338
 BE0338                          STATION RECOVERY (2001)
 BE0338
 BE0338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0338'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0338
 BE0338                          STATION RECOVERY (2009)
 BE0338
 BE0338'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2009 (TS)
 BE0338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0253 ***********************************************************************
 AS0253  DESIGNATION -  14 M
 AS0253  PID         -  AS0253
 AS0253  STATE/COUNTY-  FL/FRANKLIN
 AS0253  COUNTRY     -  US
 AS0253  USGS QUAD   -  SAINT TERESA (2018)
 AS0253
 AS0253                         *CURRENT SURVEY CONTROL
 AS0253  ______________________________________________________________________
 AS0253* NAD 83(1986) POSITION- 29 58 14.     (N) 084 29 56.     (W)   SCALED
 AS0253* NAVD 88 ORTHO HEIGHT -     6.523 (meters)       21.40  (feet) ADJUSTED
 AS0253  ______________________________________________________________________
 AS0253  GEOID HEIGHT    -        -27.189 (meters)                     GEOID18
 AS0253  DYNAMIC HEIGHT  -          6.514 (meters)       21.37  (feet) COMP
 AS0253  MODELED GRAVITY -    979,335.9   (mgal)                       NAVD 88
 AS0253
 AS0253  VERT ORDER      -  FIRST     CLASS I
 AS0253
 AS0253.The horizontal coordinates were scaled from a map and have
 AS0253.an estimated accuracy of +/- 6 seconds.
 AS0253
 AS0253.The orthometric height was determined by differential leveling and
 AS0253.adjusted by the NATIONAL GEODETIC SURVEY
 AS0253.in June 1991.
 AS0253
 AS0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0253.GEOID18 height accuracy estimate available here.
 AS0253
 AS0253.Click photographs - Photos may exist for this station.
 AS0253
 AS0253.The dynamic height is computed by dividing the NAVD 88
 AS0253.geopotential number by the normal gravity value computed on the
 AS0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0253.degrees latitude (g = 980.6199 gals.).
 AS0253
 AS0253.The modeled gravity was interpolated from observed gravity values.
 AS0253
 AS0253;                    North         East    Units  Estimated Accuracy
 AS0253;SPC FL N     -   107,580.      600,110.      MT  (+/- 180 meters Scaled)
 AS0253
 AS0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU413181(NAD 83)
 AS0253
 AS0253                          SUPERSEDED SURVEY CONTROL
 AS0253
 AS0253  NGVD 29 (??/??/92)    6.711  (m)           22.02   (f) ADJ UNCH    1 1
 AS0253
 AS0253.Superseded values are not recommended for survey control.
 AS0253
 AS0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0253.See file dsdata.pdf to determine how the superseded data were derived.
 AS0253
 AS0253_STAMPING: 22 14M 1943
 AS0253
 AS0253  HISTORY     - Date     Condition        Report By
 AS0253  HISTORY     - 1943     MONUMENTED       USGS
 AS0253  HISTORY     - 1967     GOOD             CGS
 AS0253  HISTORY     - 1985     GOOD             USPSQD
 AS0253  HISTORY     - 1986     GOOD             USPSQD
 AS0253  HISTORY     - 1987     GOOD             USPSQD
 AS0253  HISTORY     - 1988     GOOD             USPSQD
 AS0253  HISTORY     - 1989     GOOD             USPSQD
 AS0253  HISTORY     - 19980302 GOOD             USPSQD
 AS0253  HISTORY     - 20180405 MARK NOT FOUND   FLDEP
 AS0253
 AS0253                          STATION DESCRIPTION
 AS0253
 AS0253'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AS0253'6.3 MI S FROM SOPCHOPPY.
 AS0253'ABOUT 6.3 MILES SOUTH ALONG U.S. HIGHWAY 319 FROM THE JUNCTION
 AS0253'OF STATE HIGHWAY 375 AT SOPCHOPPY, IN SECTION 12, R 3 W, T 6 S,
 AS0253'AT THE INSIDE OF A LONG CURVE, 97 FEET NORTHWEST OF THE CENTER
 AS0253'OF AN INTERSECTION (GRADED SAND ROAD LEADING SOUTHEAST AND A
 AS0253'NARROW WOODS ROAD LEADING NORTHWEST), 13 FEET SOUTHWEST OF THE
 AS0253'CENTER LINE OF THE WOODS ROAD, 1 FOOT NORTHEAST OF A METAL WITNESS
 AS0253'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 AS0253'CONCRETE POST PROJECTING 0.5 FOOT ABOVE THE LEVEL OF THE GROUND.
 AS0253
 AS0253                          STATION RECOVERY (1985)
 AS0253
 AS0253'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0253'RECOVERED IN GOOD CONDITION.
 AS0253
 AS0253                          STATION RECOVERY (1986)
 AS0253
 AS0253'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0253'RECOVERED IN GOOD CONDITION.
 AS0253
 AS0253                          STATION RECOVERY (1987)
 AS0253
 AS0253'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 AS0253'RECOVERED IN GOOD CONDITION.
 AS0253
 AS0253                          STATION RECOVERY (1988)
 AS0253
 AS0253'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 AS0253'RECOVERED IN GOOD CONDITION.
 AS0253
 AS0253                          STATION RECOVERY (1989)
 AS0253
 AS0253'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0253'RECOVERED IN GOOD CONDITION.
 AS0253
 AS0253                          STATION RECOVERY (1998)
 AS0253
 AS0253'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0253'RECOVERED IN GOOD CONDITION.
 AS0253
 AS0253                          STATION RECOVERY (2018)
 AS0253
 AS0253'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AS0253'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5144 ***********************************************************************
 AB5144  DESIGNATION -  14 RAJ RESET
 AB5144  PID         -  AB5144
 AB5144  STATE/COUNTY-  FL/MARION
 AB5144  COUNTRY     -  US
 AB5144  USGS QUAD   -  LADY LAKE (2018)
 AB5144
 AB5144                         *CURRENT SURVEY CONTROL
 AB5144  ______________________________________________________________________
 AB5144* NAD 83(1986) POSITION- 28 58 55.     (N) 081 55 26.     (W)   SCALED
 AB5144* NAVD 88 ORTHO HEIGHT -    29.314 (meters)       96.17  (feet) ADJUSTED
 AB5144  ______________________________________________________________________
 AB5144  GEOID HEIGHT    -        -27.762 (meters)                     GEOID18
 AB5144  DYNAMIC HEIGHT  -         29.273 (meters)       96.04  (feet) COMP
 AB5144  MODELED GRAVITY -    979,231.4   (mgal)                       NAVD 88
 AB5144
 AB5144  VERT ORDER      -  SECOND    CLASS I
 AB5144
 AB5144.The horizontal coordinates were scaled from a map and have
 AB5144.an estimated accuracy of +/- 6 seconds.
 AB5144
 AB5144.The orthometric height was determined by differential leveling and
 AB5144.adjusted by the NATIONAL GEODETIC SURVEY
 AB5144.in September 1996.
 AB5144
 AB5144.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5144.GEOID18 height accuracy estimate available here.
 AB5144
 AB5144.Click photographs - Photos may exist for this station.
 AB5144
 AB5144.The dynamic height is computed by dividing the NAVD 88
 AB5144.geopotential number by the normal gravity value computed on the
 AB5144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5144.degrees latitude (g = 980.6199 gals.).
 AB5144
 AB5144.The modeled gravity was interpolated from observed gravity values.
 AB5144
 AB5144;                    North         East    Units  Estimated Accuracy
 AB5144;SPC FL W     -   515,030.      207,420.      MT  (+/- 180 meters Scaled)
 AB5144
 AB5144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN099063(NAD 83)
 AB5144
 AB5144                          SUPERSEDED SURVEY CONTROL
 AB5144
 AB5144.No superseded survey control is available for this station.
 AB5144
 AB5144_MARKER: DB = BENCH MARK DISK
 AB5144_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5144_SP_SET: CULVERT HEADWALL
 AB5144_STAMPING: 14 RAJ 1962 RESET 1971
 AB5144_MARK LOGO: CGS
 AB5144_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5144+STABILITY: SURFACE MOTION
 AB5144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5144+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 AB5144
 AB5144  HISTORY     - Date     Condition        Report By
 AB5144  HISTORY     - 1971     MONUMENTED       NGS
 AB5144  HISTORY     - 19940318 GOOD             FLDEP
 AB5144  HISTORY     - 20030208 GOOD             USPSQD
 AB5144  HISTORY     - 20060329 GOOD             USPSQD
 AB5144
 AB5144                          STATION DESCRIPTION
 AB5144
 AB5144'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5144'THE MARK IS AT THE INTERSECTION OF COUNTY ROAD 25 AND COUNTY ROAD 42
 AB5144'IN WEIRSDALE, ABOUT 4.2 MI (6.8 KM) SOUTHEAST OF OKLAWAHA, 18.2 MI
 AB5144'(29.3 KM) SOUTHEAST OF SILVER SPRINGS IN SECTION 29, TOWNSHIP 17
 AB5144'SOUTH, RANGE 24 EAST.  TO REACH THE MARK FROM THE T-JUNCTION OF COUNTY
 AB5144'ROAD 25 AND COUNTY ROAD 464C IN OKLAWAHA, GO SOUTHEASTERLY ON COUNTY
 AB5144'ROAD 25 FOR 5.25 MI (8.45 KM) TO THE INTERSECTION OF COUNTY ROAD 42
 AB5144'AND THE MARK ON THE LEFT, SET IN THE TOP OF THE HEADWALL OF A CONCRETE
 AB5144'BOX CULVERT, ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD 25.
 AB5144'LOCATED 79.0 FT (24.1 M) NORTHEAST OF THE INTERSECTION OF COUNTY ROAD
 AB5144'25 AND COUNTY ROAD 42, 64.0 FT (19.5 M) WEST OF POWER POLE NUMBER
 AB5144'A89941, 35.0 FT (10.7 M) EAST OF THE APPROXIMATE CENTERLINE OF COUNTY
 AB5144'ROAD 25, 31.0 FT (9.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY
 AB5144'ROAD 42, 10.0 FT (3.0 M) NORTHWEST OF THE SOUTHEAST END OF THE
 AB5144'HEADWALL AND 2.5 FT (0.8 M) SOUTHEAST OF THE NORTHWEST END OF THE
 AB5144'HEADWALL CULVERT.
 AB5144
 AB5144                          STATION RECOVERY (2003)
 AB5144
 AB5144'RECOVERY NOTE BY US POWER SQUADRON 2003 (HJM)
 AB5144'RECOVERED IN GOOD CONDITION.
 AB5144
 AB5144                          STATION RECOVERY (2006)
 AB5144
 AB5144'RECOVERY NOTE BY US POWER SQUADRON 2006 (JJM)
 AB5144'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1288 ***********************************************************************
 AG1288  DESIGNATION -  14 V
 AG1288  PID         -  AG1288
 AG1288  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1288  COUNTRY     -  US
 AG1288  USGS QUAD   -  BRANDON (2018)
 AG1288
 AG1288                         *CURRENT SURVEY CONTROL
 AG1288  ______________________________________________________________________
 AG1288* NAD 83(1990) POSITION- 27 56 16.07469(N) 082 17 23.49247(W)   ADJUSTED
 AG1288* NAVD 88 ORTHO HEIGHT -    15.    (meters)       49.    (feet) SCALED
 AG1288  ______________________________________________________________________
 AG1288  GEOID HEIGHT    -        -25.178 (meters)                     GEOID18
 AG1288  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 AG1288  HORZ ORDER      -  THIRD
 AG1288
 AG1288.The horizontal coordinates were established by classical geodetic methods
 AG1288.and adjusted by the National Geodetic Survey in May 1991.
 AG1288
 AG1288.The orthometric height was scaled from a topographic map.
 AG1288
 AG1288.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1288.GEOID18 height accuracy estimate available here.
 AG1288
 AG1288.Click photographs - Photos may exist for this station.
 AG1288
 AG1288.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG1288
 AG1288. The following values were computed from the NAD 83(1990) position.
 AG1288
 AG1288;                    North         East     Units Scale Factor Converg.
 AG1288;SPC FL W     -   399,350.096   171,474.180   MT  0.99995122   -0 08 08.9
 AG1288;SPC FL W     - 1,310,201.11    562,578.21   sFT  0.99995122   -0 08 08.9
 AG1288;UTM  17      - 3,090,981.330   373,099.001   MT  0.99979877   -0 36 15.8
 AG1288
 AG1288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1288!SPC FL W     -   1.00000165  x   0.99995122  =   0.99995287
 AG1288!UTM  17      -   1.00000165  x   0.99979877  =   0.99980042
 AG1288
 AG1288:                Primary Azimuth Mark                     Grid Az
 AG1288:SPC FL W     -  13 V                                     270 26 45.2
 AG1288:UTM  17      -  13 V                                     270 54 52.1
 AG1288
 AG1288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7309990981(NAD 83)
 AG1288
 AG1288|---------------------------------------------------------------------|
 AG1288| PID    Reference Object                     Distance      Geod. Az  |
 AG1288|                                                           dddmmss.s |
 AG1288| AG1287 13 V                                APPROX. 1.1 KM 2701836.3 |
 AG1288|---------------------------------------------------------------------|
 AG1288
 AG1288                          SUPERSEDED SURVEY CONTROL
 AG1288
 AG1288  NAD 83(1986)-  27 56 16.09209(N)    082 17 23.51303(W) AD(       ) 3
 AG1288  NAD 27      -  27 56 15.00998(N)    082 17 24.18086(W) AD(       ) 3
 AG1288
 AG1288.Superseded values are not recommended for survey control.
 AG1288
 AG1288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1288.See file dsdata.pdf to determine how the superseded data were derived.
 AG1288
 AG1288_MARKER: DE = TRAVERSE STATION DISK
 AG1288_STAMPING: 14 V 1943
 AG1288_MARK LOGO: CGS
 AG1288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1288
 AG1288  HISTORY     - Date     Condition        Report By
 AG1288  HISTORY     - 1943     MONUMENTED       CGS
 AG1288  HISTORY     - 1956     MARK NOT FOUND   CGS
 AG1288  HISTORY     - 1958     SEE DESCRIPTION  CGS
 AG1288
 AG1288                          STATION DESCRIPTION
 AG1288
 AG1288'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 AG1288'STATION AND REFERENCE MARK 2 NOT RECOVERED.  REFERENCE MARK 1
 AG1288'RECOVERED IN GOOD CONDITION.  STATION AND REFERENCE MARK 2
 AG1288'PROBABLY DESTROYED DURING THE RELOCATION OF THE HIGHWAY.
 AG1288'
 AG1288'REFERENCE MARK 1 IS LOCATED 0.25 MI. W ALONG STATE ROAD 60
 AG1288'FROM THE INTERSECTION OF PARSON AVENUE IN BRANDON, AT THE NE
 AG1288'CORNER OF THE INTERSECTION OF STATE ROAD 60 AND KNIGHT AVENUE,
 AG1288'66.4 FT. NE OF THE CENTERLINE OF THE INTERSECTION, 33.0 FT. E
 AG1288'OF THE CENTERLINE OF KNIGHT AVENUE, 57.4 FT. N OF THE CENTERLINE
 AG1288'OF THE HIGHWAY, AND 3.5 FT. N AND 2.0 FT. W OF TWO
 AG1288'24-IN. CABBAGE PALM TREES.  A STANDARD REFERENCE-MARK DISK,
 AG1288'STAMPED RM 1 14 V 1943 AND SET IN AN 8-IN. SQUARE CONCRETE
 AG1288'MONUMENT FLUSH WITH THE GROUND.
 AG1288'
 AG1288'THIS IS A TRAVERSE STATION.
 AG1288
 AG1288                          STATION RECOVERY (1958)
 AG1288
 AG1288'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AG1288'THE STATION AND REFERENCE MARK 2 WERE REPORTED DESTROYED IN 1956.
 AG1288'
 AG1288'REFERENCE MARK 1 WAS RECOVERED IN JULY 1958 AND FOUND IN
 AG1288'GOOD CONDITION.  IT IS LOCATED AT THE W EDGE OF BRANDON, 0.25
 AG1288'MI. W OF THE POST OFFICE, 58 FT. N OF THE CENTERLINE OF STATE
 AG1288'HIGHWAY 60, 31.5 FT. E OF THE CENTERLINE OF KNIGHT AVENUE, 28
 AG1288'FT. N OF THE CENTERLINE OF AN ACCESS ROAD TO STATE HIGHWAY 60,
 AG1288'6.3 FT. E OF A CONCRETE STREET MARKER, 1.8 FT. N OF A TELEPHONE
 AG1288'POLE, 1.8 FT. W OF A 15-IN. PALM TREE AND 1.3 FT. E OF THE E
 AG1288'EDGE OF A SIDEWALK.  A REFERENCE-MARK DISK SET IN THE TOP OF A
 AG1288'SQUARE CONCRETE POST WHICH IS FLUSH WITH THE GROUND, STAMPED
 AG1288'14V RM 1 1943.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1248 ***********************************************************************
 AD1248  DESIGNATION -  14.25
 AD1248  PID         -  AD1248
 AD1248  STATE/COUNTY-  FL/COLLIER
 AD1248  COUNTRY     -  US
 AD1248  USGS QUAD   -  NAPLES NORTH (2018)
 AD1248
 AD1248                         *CURRENT SURVEY CONTROL
 AD1248  ______________________________________________________________________
 AD1248* NAD 83(1986) POSITION- 26 08 24.     (N) 081 47 13.     (W)   SCALED
 AD1248* NAVD 88 ORTHO HEIGHT -     3.995 (meters)       13.11  (feet) ADJUSTED
 AD1248  ______________________________________________________________________
 AD1248  GEOID HEIGHT    -        -23.480 (meters)                     GEOID18
 AD1248  DYNAMIC HEIGHT  -          3.989 (meters)       13.09  (feet) COMP
 AD1248  MODELED GRAVITY -    979,046.8   (mgal)                       NAVD 88
 AD1248
 AD1248  VERT ORDER      -  FIRST     CLASS I
 AD1248
 AD1248.The horizontal coordinates were scaled from a map and have
 AD1248.an estimated accuracy of +/- 6 seconds.
 AD1248
 AD1248.The orthometric height was determined by differential leveling and
 AD1248.adjusted by the NATIONAL GEODETIC SURVEY
 AD1248.in September 1992.
 AD1248
 AD1248.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1248.GEOID18 height accuracy estimate available here.
 AD1248
 AD1248.Click photographs - Photos may exist for this station.
 AD1248
 AD1248.The dynamic height is computed by dividing the NAVD 88
 AD1248.geopotential number by the normal gravity value computed on the
 AD1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1248.degrees latitude (g = 980.6199 gals.).
 AD1248
 AD1248.The modeled gravity was interpolated from observed gravity values.
 AD1248
 AD1248;                    North         East    Units  Estimated Accuracy
 AD1248;SPC FL E     -   200,360.      121,310.      MT  (+/- 180 meters Scaled)
 AD1248
 AD1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ213914(NAD 83)
 AD1248
 AD1248                          SUPERSEDED SURVEY CONTROL
 AD1248
 AD1248  NAVD 88 (06/15/91)    4.002  (m)           13.13   (f) SUPERSEDED  1 1
 AD1248  NGVD 29 (??/??/92)    4.387  (m)           14.39   (f) SUPERSEDED  1 1
 AD1248  NGVD 29 (09/01/92)    4.384  (m)           14.38   (f) ADJUSTED    1 1
 AD1248
 AD1248.Superseded values are not recommended for survey control.
 AD1248
 AD1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1248.See file dsdata.pdf to determine how the superseded data were derived.
 AD1248
 AD1248_MARKER: DD = SURVEY DISK
 AD1248_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD1248_SP_SET: ABUTMENT
 AD1248_STAMPING: 14.25
 AD1248_MARK LOGO: FLHD
 AD1248_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1248+STABILITY: SURFACE MOTION
 AD1248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD1248+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1992
 AD1248
 AD1248  HISTORY     - Date     Condition        Report By
 AD1248  HISTORY     - UNK      MONUMENTED       FLHD
 AD1248  HISTORY     - 1966     GOOD             CGS
 AD1248  HISTORY     - 1986     GOOD             USPSQD
 AD1248  HISTORY     - 1987     GOOD             USPSQD
 AD1248  HISTORY     - 1988     GOOD             USPSQD
 AD1248  HISTORY     - 1989     GOOD             USPSQD
 AD1248  HISTORY     - 1990     GOOD             USPSQD
 AD1248  HISTORY     - 19920301 GOOD             NGS
 AD1248  HISTORY     - 20121003 MARK NOT FOUND   FL-021
 AD1248
 AD1248                          STATION DESCRIPTION
 AD1248
 AD1248'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AD1248'AT NAPLES.
 AD1248'AT NAPLES, ABOUT 1.6 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AD1248'THE COURTHOUSE, AT THE NORTHWEST END OF THE SOUTHEAST ONE OF
 AD1248'TWO BRIDGES OVER GORDON RIVER, AT THE SOUTHWEST CORNER OF THE
 AD1248'BRIDGE, 5.5 FEET SOUTHWEST OF THE SOUTHWEST CURB, IN TOP OF THE
 AD1248'CONCRETE END POST, 312 FEET WEST OF AND ACROSS THE HIGHWAY FROM
 AD1248'BENCH MARK 14.30 (S.R.D.) DESCRIBED, AND 3.2 FEET ABOVE THE LEVEL
 AD1248'OF THE SIDEWALK.
 AD1248
 AD1248                          STATION RECOVERY (1986)
 AD1248
 AD1248'RECOVERY NOTE BY US POWER SQUADRON 1986 (HEA)
 AD1248'RECOVERED IN GOOD CONDITION.
 AD1248
 AD1248                          STATION RECOVERY (1987)
 AD1248
 AD1248'RECOVERY NOTE BY US POWER SQUADRON 1987 (HEA)
 AD1248'RECOVERED IN GOOD CONDITION.
 AD1248
 AD1248                          STATION RECOVERY (1988)
 AD1248
 AD1248'RECOVERY NOTE BY US POWER SQUADRON 1988 (DHP)
 AD1248'RECOVERED IN GOOD CONDITION.
 AD1248
 AD1248                          STATION RECOVERY (1989)
 AD1248
 AD1248'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHP)
 AD1248'RECOVERED IN GOOD CONDITION.
 AD1248
 AD1248                          STATION RECOVERY (1990)
 AD1248
 AD1248'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1248'RECOVERED IN GOOD CONDITION.
 AD1248
 AD1248                          STATION RECOVERY (1992)
 AD1248
 AD1248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1248'0.5 KM (0.30 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AD1248'STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.1 M (0.3 FT) NORTHWEST OF
 AD1248'THE SOUTHEAST END OF THE SOUTHWEST CONCRETE BRIDGE RAIL OF THE
 AD1248'NORTHWEST ABUTMENT OF BRIDGE NUMBER 030014, 7.1 M (23.3 FT) SOUTHWEST
 AD1248'OF THE CENTER OF THE EASTBOUND LANES OF THE HIGHWAY, AND 1.1 M (3.6
 AD1248'FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE BRIDGE RAIL IS PART OF
 AD1248'THE ABUTMENT.
 AD1248
 AD1248                          STATION RECOVERY (2012)
 AD1248
 AD1248'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD1248'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2700 ***********************************************************************
 AD2700  DESIGNATION -  14.264
 AD2700  PID         -  AD2700
 AD2700  STATE/COUNTY-  FL/PALM BEACH
 AD2700  COUNTRY     -  US
 AD2700  USGS QUAD   -  DELRAY BEACH (2018)
 AD2700
 AD2700                         *CURRENT SURVEY CONTROL
 AD2700  ______________________________________________________________________
 AD2700* NAD 83(1986) POSITION- 26 27 42.20   (N) 080 03 48.84   (W)   HD_HELD1
 AD2700* NAVD 88 ORTHO HEIGHT -     3.879 (meters)       12.73  (feet) ADJUSTED
 AD2700  ______________________________________________________________________
 AD2700  GEOID HEIGHT    -        -26.115 (meters)                     GEOID18
 AD2700  DYNAMIC HEIGHT  -          3.873 (meters)       12.71  (feet) COMP
 AD2700  MODELED GRAVITY -    979,094.2   (mgal)                       NAVD 88
 AD2700
 AD2700  VERT ORDER      -  FIRST     CLASS I
 AD2700
 AD2700.The horizontal coordinates were determined by differentially corrected
 AD2700.hand held GPS observations or other comparable positioning techniques
 AD2700.and have an estimated accuracy of +/- 3 meters.
 AD2700
 AD2700.The orthometric height was determined by differential leveling and
 AD2700.adjusted by the NATIONAL GEODETIC SURVEY
 AD2700.in June 1991.
 AD2700
 AD2700.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2700.GEOID18 height accuracy estimate available here.
 AD2700
 AD2700.Click photographs - Photos may exist for this station.
 AD2700
 AD2700.The dynamic height is computed by dividing the NAVD 88
 AD2700.geopotential number by the normal gravity value computed on the
 AD2700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2700.degrees latitude (g = 980.6199 gals.).
 AD2700
 AD2700.The modeled gravity was interpolated from observed gravity values.
 AD2700
 AD2700;                    North         East    Units  Estimated Accuracy
 AD2700;SPC FL E     -   236,106.8     293,381.1     MT  (+/- 3 meters HH1 GPS) 
 AD2700
 AD2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9334927158(NAD 83)
 AD2700
 AD2700                          SUPERSEDED SURVEY CONTROL
 AD2700
 AD2700  NGVD 29 (??/??/92)    4.352  (m)           14.28   (f) SUPERSEDED  1 1
 AD2700  NGVD 29 (09/01/92)    4.352  (m)           14.28   (f) ADJUSTED    1 1
 AD2700
 AD2700.Superseded values are not recommended for survey control.
 AD2700
 AD2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2700.See file dsdata.pdf to determine how the superseded data were derived.
 AD2700
 AD2700_MARKER: DB = BENCH MARK DISK
 AD2700_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD2700_SP_SET: ABUTMENT
 AD2700_STAMPING: 14.264
 AD2700_MARK LOGO: FLSRD
 AD2700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2700+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2010
 AD2700
 AD2700  HISTORY     - Date     Condition        Report By
 AD2700  HISTORY     - UNK      MONUMENTED       FLHD
 AD2700  HISTORY     - 1965     GOOD             CGS
 AD2700  HISTORY     - 1973     GOOD             NGS
 AD2700  HISTORY     - 1987     GOOD             USPSQD
 AD2700  HISTORY     - 1987     GOOD             USPSQD
 AD2700  HISTORY     - 1989     GOOD             USPSQD
 AD2700  HISTORY     - 1990     GOOD             USPSQD
 AD2700  HISTORY     - 1990     GOOD             USPSQD
 AD2700  HISTORY     - 19910110 GOOD             NGS
 AD2700  HISTORY     - 20000914 GOOD             USPSQD
 AD2700  HISTORY     - 20031227 GOOD             USPSQD
 AD2700  HISTORY     - 20050107 GOOD             USPSQD
 AD2700  HISTORY     - 20100312 GOOD             GEOCAC
 AD2700
 AD2700                          STATION DESCRIPTION
 AD2700
 AD2700'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2700'AT DELRAY BEACH.
 AD2700'AT DELRAY BEACH, ABOUT 0.45 MILE EAST ALONG EAST ATLANTIC AVENUE
 AD2700'FROM THE CROSSING OF THE FLORIDA EAST COAST RAILWAY AT DELRAY
 AD2700'BEACH, IN SECTION 16, R 43 E, T 46 S, SET ON THE TOP OF THE
 AD2700'NORTH END OF THE EAST CONCRETE ABUTMENT OF THE DRAWBRIDGE OVER
 AD2700'THE INTRACOASTAL WATERWAY, 8.7 FEET NORTH OF THE NORTH CURB OF
 AD2700'THE BRIDGE AND ABOUT LEVEL WITH THE SIDEWALK.
 AD2700
 AD2700                          STATION RECOVERY (1973)
 AD2700
 AD2700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2700'RECOVERED IN GOOD CONDITION.
 AD2700
 AD2700                          STATION RECOVERY (1987)
 AD2700
 AD2700'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHH)
 AD2700'RECOVERED IN GOOD CONDITION.
 AD2700
 AD2700                          STATION RECOVERY (1987)
 AD2700
 AD2700'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS)
 AD2700'RECOVERED IN GOOD CONDITION.
 AD2700
 AD2700                          STATION RECOVERY (1989)
 AD2700
 AD2700'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2700'RECOVERED IN GOOD CONDITION.
 AD2700
 AD2700                          STATION RECOVERY (1990)
 AD2700
 AD2700'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2700'RECOVERED IN GOOD CONDITION.
 AD2700
 AD2700                          STATION RECOVERY (1990)
 AD2700
 AD2700'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2700'RECOVERED IN GOOD CONDITION.
 AD2700
 AD2700                          STATION RECOVERY (1991)
 AD2700
 AD2700'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2700'0.3 KM (0.2 MI) EASTERLY ALONG EAST ATLANTIC BOULEVARD (STATE HIGHWAY
 AD2700'806) FROM THE INTERSECTION OF NORTHEAST 6TH AVENUE (U.S. HIGHWAY 1)
 AD2700'IN DELRAY BEACH, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END
 AD2700'OF THE EAST CONCRETE ABUTMENT OF THE BOULEVARD BRIDGE SPANNING THE
 AD2700'INTRACOASTAL WATERWAY, 8.6 M (28.2 FT) NORTH OF THE BOULEVARD
 AD2700'CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE BOULEVARD.
 AD2700
 AD2700                          STATION RECOVERY (2000)
 AD2700
 AD2700'RECOVERY NOTE BY US POWER SQUADRON 2000 (BJS)
 AD2700'RECOVERED IN GOOD CONDITION.
 AD2700
 AD2700                          STATION RECOVERY (2003)
 AD2700
 AD2700'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2700'RECOVERED IN GOOD CONDITION.
 AD2700
 AD2700                          STATION RECOVERY (2005)
 AD2700
 AD2700'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2700'RECOVERED IN GOOD CONDITION.
 AD2700
 AD2700                          STATION RECOVERY (2010)
 AD2700
 AD2700'RECOVERY NOTE BY GEOCACHING 2010 (RLM)
 AD2700'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7844 ***********************************************************************
 AG7844  DESIGNATION -  14.29
 AG7844  PID         -  AG7844
 AG7844  STATE/COUNTY-  FL/SARASOTA
 AG7844  COUNTRY     -  US
 AG7844  USGS QUAD   -  VENICE (2018)
 AG7844
 AG7844                         *CURRENT SURVEY CONTROL
 AG7844  ______________________________________________________________________
 AG7844* NAD 83(1986) POSITION- 27 01 39.     (N) 082 23 50.     (W)   SCALED
 AG7844* NAVD 88 ORTHO HEIGHT -     3.989 (meters)       13.09  (feet) ADJUSTED
 AG7844  ______________________________________________________________________
 AG7844  GEOID HEIGHT    -        -23.882 (meters)                     GEOID18
 AG7844  DYNAMIC HEIGHT  -          3.983 (meters)       13.07  (feet) COMP
 AG7844  MODELED GRAVITY -    979,125.0   (mgal)                       NAVD 88
 AG7844
 AG7844  VERT ORDER      -  SECOND    CLASS I
 AG7844
 AG7844.The horizontal coordinates were scaled from a map and have
 AG7844.an estimated accuracy of +/- 6 seconds.
 AG7844
 AG7844.The orthometric height was determined by differential leveling and
 AG7844.adjusted by the NATIONAL GEODETIC SURVEY
 AG7844.in June 1991.
 AG7844
 AG7844.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7844.GEOID18 height accuracy estimate available here.
 AG7844
 AG7844.Click photographs - Photos may exist for this station.
 AG7844
 AG7844.The dynamic height is computed by dividing the NAVD 88
 AG7844.geopotential number by the normal gravity value computed on the
 AG7844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7844.degrees latitude (g = 980.6199 gals.).
 AG7844
 AG7844.The modeled gravity was interpolated from observed gravity values.
 AG7844
 AG7844;                    North         East    Units  Estimated Accuracy
 AG7844;SPC FL W     -   298,510.      160,590.      MT  (+/- 180 meters Scaled)
 AG7844
 AG7844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK613902(NAD 83)
 AG7844
 AG7844                          SUPERSEDED SURVEY CONTROL
 AG7844
 AG7844.No superseded survey control is available for this station.
 AG7844
 AG7844_MARKER: DD = SURVEY DISK
 AG7844_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7844_SP_SET: CONCRETE CULVERT HEADWALL
 AG7844_STAMPING: 14.29
 AG7844_MARK LOGO: FLDT
 AG7844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7844+STABILITY: SURFACE MOTION
 AG7844
 AG7844  HISTORY     - Date     Condition        Report By
 AG7844  HISTORY     - UNK      MONUMENTED       FLDT
 AG7844  HISTORY     - 1984     GOOD             FLDNR
 AG7844  HISTORY     - 20030110 MARK NOT FOUND   FL-115
 AG7844  HISTORY     - 20051101 MARK NOT FOUND   FLDEP
 AG7844
 AG7844                          STATION DESCRIPTION
 AG7844
 AG7844'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7844'5.25 MI SE FROM VENICE.
 AG7844'BEGIN AT THE JUNCTION OF STATE ROAD 775 WITH U.S. HIGHWAY 41, GO 1.7
 AG7844'MILES SOUTH ON STATE ROAD 775 TO THE MARK.  THE MARK BEARS 27.75 FEET
 AG7844'EAST-NORTHEAST OF THE CENTERLINE OF STATE ROAD 775, 1.7 FEET
 AG7844'NORTH-NORTHWEST OF THE SOUTH END OF THE HEADWALL, 29.25 FEET
 AG7844'WEST-SOUTHWEST OF THE CENTER OF A BOX DRAIN, AND 1 FOOT EAST-NORTHEAST
 AG7844'OF A WITNESS POST.
 AG7844'THE MARK IS 3 FT BELOW CENTERLINE OF ROAD.
 AG7844
 AG7844                          STATION RECOVERY (2003)
 AG7844
 AG7844'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003 (ND)
 AG7844'MARK NOT FOUND.
 AG7844
 AG7844                          STATION RECOVERY (2005)
 AG7844
 AG7844'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (DMP)
 AG7844'THE MARK WAS NOT FOUND DUE TO ROAD WIDENING, STATE ROAD 776 IS NOW
 AG7844'6-LANE, WITH NEW  CULVERTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1247 ***********************************************************************
 AD1247  DESIGNATION -  14.30
 AD1247  PID         -  AD1247
 AD1247  STATE/COUNTY-  FL/COLLIER
 AD1247  COUNTRY     -  US
 AD1247  USGS QUAD   -  NAPLES NORTH (2018)
 AD1247
 AD1247                         *CURRENT SURVEY CONTROL
 AD1247  ______________________________________________________________________
 AD1247* NAD 83(1986) POSITION- 26 08 23.     (N) 081 47 11.     (W)   SCALED
 AD1247* NAVD 88 ORTHO HEIGHT -     4.021 (meters)       13.19  (feet) ADJUSTED
 AD1247  ______________________________________________________________________
 AD1247  GEOID HEIGHT    -        -23.480 (meters)                     GEOID18
 AD1247  DYNAMIC HEIGHT  -          4.015 (meters)       13.17  (feet) COMP
 AD1247  MODELED GRAVITY -    979,046.8   (mgal)                       NAVD 88
 AD1247
 AD1247  VERT ORDER      -  FIRST     CLASS I
 AD1247
 AD1247.The horizontal coordinates were scaled from a map and have
 AD1247.an estimated accuracy of +/- 6 seconds.
 AD1247
 AD1247.The orthometric height was determined by differential leveling and
 AD1247.adjusted by the NATIONAL GEODETIC SURVEY
 AD1247.in September 1992.
 AD1247
 AD1247.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1247.GEOID18 height accuracy estimate available here.
 AD1247
 AD1247.Click photographs - Photos may exist for this station.
 AD1247
 AD1247.The dynamic height is computed by dividing the NAVD 88
 AD1247.geopotential number by the normal gravity value computed on the
 AD1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1247.degrees latitude (g = 980.6199 gals.).
 AD1247
 AD1247.The modeled gravity was interpolated from observed gravity values.
 AD1247
 AD1247;                    North         East    Units  Estimated Accuracy
 AD1247;SPC FL E     -   200,330.      121,370.      MT  (+/- 180 meters Scaled)
 AD1247
 AD1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ213913(NAD 83)
 AD1247
 AD1247                          SUPERSEDED SURVEY CONTROL
 AD1247
 AD1247  NAVD 88 (06/15/91)    4.025  (m)           13.21   (f) SUPERSEDED  1 1
 AD1247  NGVD 29 (??/??/92)    4.410  (m)           14.47   (f) SUPERSEDED  1 1
 AD1247  NGVD 29 (09/01/92)    4.410  (m)           14.47   (f) ADJUSTED    1 1
 AD1247
 AD1247.Superseded values are not recommended for survey control.
 AD1247
 AD1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1247.See file dsdata.pdf to determine how the superseded data were derived.
 AD1247
 AD1247_MARKER: DD = SURVEY DISK
 AD1247_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD1247_SP_SET: ABUTMENT
 AD1247_STAMPING: 14.30
 AD1247_MARK LOGO: FLHD
 AD1247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD1247_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD1247+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1992
 AD1247
 AD1247  HISTORY     - Date     Condition        Report By
 AD1247  HISTORY     - UNK      MONUMENTED       FLHD
 AD1247  HISTORY     - 1966     GOOD             CGS
 AD1247  HISTORY     - 1987     GOOD             USPSQD
 AD1247  HISTORY     - 1988     GOOD             USPSQD
 AD1247  HISTORY     - 1989     GOOD             USPSQD
 AD1247  HISTORY     - 1990     GOOD             USPSQD
 AD1247  HISTORY     - 19920301 GOOD             NGS
 AD1247  HISTORY     - 20121003 MARK NOT FOUND   FL-021
 AD1247
 AD1247                          STATION DESCRIPTION
 AD1247
 AD1247'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AD1247'AT NAPLES.
 AD1247'AT NAPLES, ABOUT 1.55 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AD1247'THE COURTHOUSE, AT THE SOUTHEAST ONE OF TWO HIGHWAY BRIDGES
 AD1247'OVER GORDON RIVER, AT THE NORTHEAST CORNER OF THE BRIDGE, 5 FEET
 AD1247'NORTHEAST OF THE NORTHEAST CURB, IN TOP OF THE CONCRETE END POST
 AD1247'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE SIDEWALK FOR BRIDGE.
 AD1247
 AD1247                          STATION RECOVERY (1987)
 AD1247
 AD1247'RECOVERY NOTE BY US POWER SQUADRON 1987 (HEA)
 AD1247'RECOVERED IN GOOD CONDITION.
 AD1247
 AD1247                          STATION RECOVERY (1988)
 AD1247
 AD1247'RECOVERY NOTE BY US POWER SQUADRON 1988 (DHP)
 AD1247'RECOVERED IN GOOD CONDITION.
 AD1247
 AD1247                          STATION RECOVERY (1989)
 AD1247
 AD1247'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHP)
 AD1247'RECOVERED IN GOOD CONDITION.
 AD1247
 AD1247                          STATION RECOVERY (1990)
 AD1247
 AD1247'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1247'RECOVERED IN GOOD CONDITION.
 AD1247
 AD1247                          STATION RECOVERY (1992)
 AD1247
 AD1247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1247'0.4 KM (0.25 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AD1247'STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.1 M (0.3 FT) SOUTHEAST OF
 AD1247'THE NORTHWEST END OF THE NORTHEAST CONCRETE BRIDGE RAIL OF THE
 AD1247'SOUTHEAST ABUTMENT OF BRIDGE NUMBER 030014, 6.7 M (22.0 FT) NORTHEAST
 AD1247'OF THE CENTER OF THE WESTBOUND LANES OF THE HIGHWAY, AND 1.1 M (3.6
 AD1247'FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE BRIDGE RAIL IS PART OF
 AD1247'THE ABUTMENT.
 AD1247
 AD1247                          STATION RECOVERY (2012)
 AD1247
 AD1247'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD1247'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2692 ***********************************************************************
 AD2692  DESIGNATION -  14.33
 AD2692  PID         -  AD2692
 AD2692  STATE/COUNTY-  FL/PALM BEACH
 AD2692  COUNTRY     -  US
 AD2692  USGS QUAD   -  DELRAY BEACH (2018)
 AD2692
 AD2692                         *CURRENT SURVEY CONTROL
 AD2692  ______________________________________________________________________
 AD2692* NAD 83(1986) POSITION- 26 27 41.8    (N) 080 03 51.4    (W)   HD_HELD2
 AD2692* NAVD 88 ORTHO HEIGHT -     3.896 (meters)       12.78  (feet) ADJUSTED
 AD2692  ______________________________________________________________________
 AD2692  GEOID HEIGHT    -        -26.112 (meters)                     GEOID18
 AD2692  DYNAMIC HEIGHT  -          3.890 (meters)       12.76  (feet) COMP
 AD2692  MODELED GRAVITY -    979,094.2   (mgal)                       NAVD 88
 AD2692
 AD2692  VERT ORDER      -  FIRST     CLASS I
 AD2692
 AD2692.The horizontal coordinates were established by autonomous hand held GPS
 AD2692.observations and have an estimated accuracy of +/- 10 meters.
 AD2692
 AD2692.The orthometric height was determined by differential leveling and
 AD2692.adjusted by the NATIONAL GEODETIC SURVEY
 AD2692.in June 1991.
 AD2692
 AD2692.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2692.GEOID18 height accuracy estimate available here.
 AD2692
 AD2692.Click photographs - Photos may exist for this station.
 AD2692
 AD2692.The dynamic height is computed by dividing the NAVD 88
 AD2692.geopotential number by the normal gravity value computed on the
 AD2692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2692.degrees latitude (g = 980.6199 gals.).
 AD2692
 AD2692.The modeled gravity was interpolated from observed gravity values.
 AD2692
 AD2692;                    North         East    Units  Estimated Accuracy
 AD2692;SPC FL E     -   236,094.      293,310.      MT  (+/- 10 meters HH2 GPS)
 AD2692
 AD2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9327827145(NAD 83)
 AD2692
 AD2692                          SUPERSEDED SURVEY CONTROL
 AD2692
 AD2692  NGVD 29 (??/??/92)    4.368  (m)           14.33   (f) ADJ UNCH    1 1
 AD2692
 AD2692.Superseded values are not recommended for survey control.
 AD2692
 AD2692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2692.See file dsdata.pdf to determine how the superseded data were derived.
 AD2692
 AD2692_MARKER: DB = BENCH MARK DISK
 AD2692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2692_SP_SET: ABUTMENT
 AD2692_STAMPING: 14.33
 AD2692_MARK LOGO: FLSRD
 AD2692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2692+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2010
 AD2692
 AD2692  HISTORY     - Date     Condition        Report By
 AD2692  HISTORY     - UNK      MONUMENTED       FLHD
 AD2692  HISTORY     - 1965     GOOD             CGS
 AD2692  HISTORY     - 1973     GOOD             NGS
 AD2692  HISTORY     - 1984     GOOD             USPSQD
 AD2692  HISTORY     - 1987     GOOD             USPSQD
 AD2692  HISTORY     - 1987     GOOD             USPSQD
 AD2692  HISTORY     - 1987     GOOD             USPSQD
 AD2692  HISTORY     - 1988     GOOD             USPSQD
 AD2692  HISTORY     - 1988     GOOD             USPSQD
 AD2692  HISTORY     - 1989     GOOD             USPSQD
 AD2692  HISTORY     - 1989     GOOD             USPSQD
 AD2692  HISTORY     - 1989     GOOD             USPSQD
 AD2692  HISTORY     - 1990     GOOD             USPSQD
 AD2692  HISTORY     - 20000914 GOOD             USPSQD
 AD2692  HISTORY     - 20031227 GOOD             USPSQD
 AD2692  HISTORY     - 20050107 MARK NOT FOUND   USPSQD
 AD2692  HISTORY     - 20100312 GOOD             GEOCAC
 AD2692  HISTORY     - 20180726 GOOD             SUTESO
 AD2692
 AD2692                          STATION DESCRIPTION
 AD2692
 AD2692'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2692'AT DELRAY BEACH.
 AD2692'AT DELRAY BEACH, IN SECTION 16, R 35 E, T 46 S, ABOUT 0.4
 AD2692'MILE EAST ALONG EAST ATLANTIC AVENUE FROM THE CROSSING OF THE
 AD2692'FLORIDA EAST COAST RAILWAY AT DELRAY BEACH, SET ON THE TOP OF THE
 AD2692'SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE DRAWBRIDGE OVER
 AD2692'THE INTRACOASTAL WATERWAY, 8.8 FEET SOUTH OF THE SOUTH CURB
 AD2692'OF THE BRIDGE AND ABOUT LEVEL WITH THE BRIDGE SIDEWALK.
 AD2692
 AD2692                          STATION RECOVERY (1973)
 AD2692
 AD2692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1984)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1984
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1987)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1987)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHH)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1987)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTN)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1988)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHH)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1988)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1988 (YH)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1989)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1989)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1989)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1989 (JTE)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (1990)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (2000)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 2000 (BJS)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (2003)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (2005)
 AD2692
 AD2692'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2692'MARK NOT FOUND.
 AD2692
 AD2692                          STATION RECOVERY (2010)
 AD2692
 AD2692'RECOVERY NOTE BY GEOCACHING 2010 (RLM)
 AD2692'RECOVERED IN GOOD CONDITION.
 AD2692
 AD2692                          STATION RECOVERY (2018)
 AD2692
 AD2692'RECOVERY NOTE BY SURVTECH SOLUTIONS 2018 (BS)
 AD2692'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3056 ***********************************************************************
 AF3056  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3056  DESIGNATION -  14.33 IWS
 AF3056  PID         -  AF3056
 AF3056  STATE/COUNTY-  FL/MARTIN
 AF3056  COUNTRY     -  US
 AF3056  USGS QUAD   -  HOBE SOUND (2018)
 AF3056
 AF3056                         *CURRENT SURVEY CONTROL
 AF3056  ______________________________________________________________________
 AF3056* NAD 83(1986) POSITION- 27 03 51.     (N) 080 07 20.     (W)   SCALED
 AF3056* NAVD 88 ORTHO HEIGHT -     3.932 (meters)       12.90  (feet) ADJUSTED
 AF3056  ______________________________________________________________________
 AF3056  GEOID HEIGHT    -        -27.691 (meters)                     GEOID18
 AF3056  DYNAMIC HEIGHT  -          3.925 (meters)       12.88  (feet) COMP
 AF3056  MODELED GRAVITY -    979,097.8   (mgal)                       NAVD 88
 AF3056
 AF3056  VERT ORDER      -  SECOND    CLASS 0
 AF3056
 AF3056.The horizontal coordinates were scaled from a map and have
 AF3056.an estimated accuracy of +/- 6 seconds.
 AF3056
 AF3056.The orthometric height was determined by differential leveling and
 AF3056.adjusted by the NATIONAL GEODETIC SURVEY
 AF3056.in June 1991.
 AF3056
 AF3056.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3056.GEOID18 height accuracy estimate available here.
 AF3056
 AF3056.This Tidal Bench Mark is designated as VM 5486
 AF3056.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3056
 AF3056.Click photographs - Photos may exist for this station.
 AF3056
 AF3056.The dynamic height is computed by dividing the NAVD 88
 AF3056.geopotential number by the normal gravity value computed on the
 AF3056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3056.degrees latitude (g = 980.6199 gals.).
 AF3056
 AF3056.The modeled gravity was interpolated from observed gravity values.
 AF3056
 AF3056;                    North         East    Units  Estimated Accuracy
 AF3056;SPC FL E     -   302,820.      287,070.      MT  (+/- 180 meters Scaled)
 AF3056
 AF3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK870938(NAD 83)
 AF3056
 AF3056                          SUPERSEDED SURVEY CONTROL
 AF3056
 AF3056  NGVD 29 (??/??/92)    4.383  (m)           14.38   (f) SUPERSEDED  2 0
 AF3056  NGVD 29 (09/01/92)    4.383  (m)           14.38   (f) ADJUSTED    2 0
 AF3056
 AF3056.Superseded values are not recommended for survey control.
 AF3056
 AF3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3056.See file dsdata.pdf to determine how the superseded data were derived.
 AF3056
 AF3056_MARKER: DD = SURVEY DISK
 AF3056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF3056_SP_SET: PIER
 AF3056_STAMPING: 14.33
 AF3056_MARK LOGO: USACE
 AF3056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3056
 AF3056  HISTORY     - Date     Condition        Report By
 AF3056  HISTORY     - UNK      MONUMENTED       USACE
 AF3056  HISTORY     - 1970     GOOD             NGS
 AF3056  HISTORY     - 1972     GOOD             NGS
 AF3056  HISTORY     - 1980     GOOD             FLDNR
 AF3056  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AF3056  HISTORY     - 20070620 MARK NOT FOUND   FLDEP
 AF3056
 AF3056                          STATION DESCRIPTION
 AF3056
 AF3056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3056'0.6 MI E FROM HOBE SOUND.
 AF3056'ABOUT 0.55 MILE EAST ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 AF3056'OF STATE HIGHWAY A 1 A AT HOBE SOUND, SET ON THE TOP OF THE
 AF3056'SOUTHWEST CORNER OF THE WEST CONCRETE PIER OF THE HIGHWAY
 AF3056'BRIDGE OVER THE INTRACOASTAL WATERWAY, 4 FEET SOUTH OF THE SOUTH
 AF3056'CURB OF THE BRIDGE, 0.8 FOOT NORTH OF THE SOUTH END OF THE
 AF3056'PIER, 0.7 FOOT EAST OF THE WEST EDGE OF THE PIER, 0.7 FOOT WEST
 AF3056'OF BENCH MARK 14.53 (USE), AND ABOUT 1/2 FOOT ABOVE THE BRIDGE
 AF3056'FLOOR.
 AF3056
 AF3056                          STATION RECOVERY (1972)
 AF3056
 AF3056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3056'RECOVERED IN GOOD CONDITION.
 AF3056
 AF3056                          STATION RECOVERY (1980)
 AF3056
 AF3056'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3056'RECOVERED IN GOOD CONDITION.
 AF3056
 AF3056                          STATION RECOVERY (2003)
 AF3056
 AF3056'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF3056'MARK NOT FOUND.
 AF3056
 AF3056                          STATION RECOVERY (2007)
 AF3056
 AF3056'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF3056'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AF3056'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3057 ***********************************************************************
 AF3057  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3057  DESIGNATION -  14.53 IWS
 AF3057  PID         -  AF3057
 AF3057  STATE/COUNTY-  FL/MARTIN
 AF3057  COUNTRY     -  US
 AF3057  USGS QUAD   -  HOBE SOUND (2018)
 AF3057
 AF3057                         *CURRENT SURVEY CONTROL
 AF3057  ______________________________________________________________________
 AF3057* NAD 83(1986) POSITION- 27 03 51.     (N) 080 07 18.     (W)   SCALED
 AF3057* NAVD 88 ORTHO HEIGHT -     3.931 (meters)       12.90  (feet) ADJUSTED
 AF3057  ______________________________________________________________________
 AF3057  GEOID HEIGHT    -        -27.694 (meters)                     GEOID18
 AF3057  DYNAMIC HEIGHT  -          3.925 (meters)       12.88  (feet) COMP
 AF3057  MODELED GRAVITY -    979,097.8   (mgal)                       NAVD 88
 AF3057
 AF3057  VERT ORDER      -  SECOND    CLASS 0
 AF3057
 AF3057.The horizontal coordinates were scaled from a map and have
 AF3057.an estimated accuracy of +/- 6 seconds.
 AF3057
 AF3057.The orthometric height was determined by differential leveling and
 AF3057.adjusted by the NATIONAL GEODETIC SURVEY
 AF3057.in June 1991.
 AF3057
 AF3057.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3057.GEOID18 height accuracy estimate available here.
 AF3057
 AF3057.This Tidal Bench Mark is designated as VM 5487
 AF3057.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3057
 AF3057.Click photographs - Photos may exist for this station.
 AF3057
 AF3057.The dynamic height is computed by dividing the NAVD 88
 AF3057.geopotential number by the normal gravity value computed on the
 AF3057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3057.degrees latitude (g = 980.6199 gals.).
 AF3057
 AF3057.The modeled gravity was interpolated from observed gravity values.
 AF3057
 AF3057;                    North         East    Units  Estimated Accuracy
 AF3057;SPC FL E     -   302,820.      287,130.      MT  (+/- 180 meters Scaled)
 AF3057
 AF3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK870938(NAD 83)
 AF3057
 AF3057                          SUPERSEDED SURVEY CONTROL
 AF3057
 AF3057  NGVD 29 (??/??/92)    4.382  (m)           14.38   (f) SUPERSEDED  2 0
 AF3057  NGVD 29 (09/01/92)    4.382  (m)           14.38   (f) ADJUSTED    2 0
 AF3057
 AF3057.Superseded values are not recommended for survey control.
 AF3057
 AF3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3057.See file dsdata.pdf to determine how the superseded data were derived.
 AF3057
 AF3057_MARKER: DD = SURVEY DISK
 AF3057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF3057_SP_SET: PIER
 AF3057_STAMPING: 14.53 DH NO 1
 AF3057_MARK LOGO: USACE
 AF3057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3057+STABILITY: SURFACE MOTION
 AF3057
 AF3057  HISTORY     - Date     Condition        Report By
 AF3057  HISTORY     - UNK      MONUMENTED       USACE
 AF3057  HISTORY     - 1970     GOOD             NGS
 AF3057  HISTORY     - 1972     GOOD             NGS
 AF3057  HISTORY     - 1980     GOOD             FLDNR
 AF3057  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AF3057  HISTORY     - 20070620 MARK NOT FOUND   FLDEP
 AF3057
 AF3057                          STATION DESCRIPTION
 AF3057
 AF3057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3057'0.6 MI E FROM HOBE SOUND.
 AF3057'ABOUT 0.55 MILE EAST ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 AF3057'OF STATE HIGHWAY A 1 A AT HOBE SOUND, SET IN THE TOP OF THE
 AF3057'SOUTHWEST CORNER OF THE WEST CONCRETE PIER UNDER THE HIGHWAY
 AF3057'BRIDGE OVER THE INTRACOASTAL WATERWAY, 4 FEET SOUTH OF THE SOUTH
 AF3057'CURB LINE OF THE BRIDGE, 1.4 FEET EAST OF THE WEST EDGE OF THE PIER,
 AF3057'0.8 FOOT NORTH OF THE SOUTH END OF THE PIER, 0.7 FOOT EAST
 AF3057'OF BENCH MARK 14.33 (USE), AND 1/2 FOOT ABOVE THE LEVEL OF THE
 AF3057'HIGHWAY.
 AF3057
 AF3057                          STATION RECOVERY (1972)
 AF3057
 AF3057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3057'RECOVERED IN GOOD CONDITION.
 AF3057
 AF3057                          STATION RECOVERY (1980)
 AF3057
 AF3057'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3057'RECOVERED IN GOOD CONDITION.
 AF3057
 AF3057                          STATION RECOVERY (2003)
 AF3057
 AF3057'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF3057'MARK NOT FOUND.
 AF3057
 AF3057                          STATION RECOVERY (2007)
 AF3057
 AF3057'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF3057'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AF3057'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2592 ***********************************************************************
 AD2592  DESIGNATION -  14.745
 AD2592  PID         -  AD2592
 AD2592  STATE/COUNTY-  FL/BROWARD
 AD2592  COUNTRY     -  US
 AD2592  USGS QUAD   -  POMPANO BEACH (2018)
 AD2592
 AD2592                         *CURRENT SURVEY CONTROL
 AD2592  ______________________________________________________________________
 AD2592* NAD 83(1986) POSITION- 26 13 55.02   (N) 080 05 35.70   (W)   HD_HELD1
 AD2592* NAVD 88 ORTHO HEIGHT -     4.013 (meters)       13.17  (feet) ADJUSTED
 AD2592  ______________________________________________________________________
 AD2592  GEOID HEIGHT    -        -25.897 (meters)                     GEOID18
 AD2592  DYNAMIC HEIGHT  -          4.007 (meters)       13.15  (feet) COMP
 AD2592  MODELED GRAVITY -    979,069.9   (mgal)                       NAVD 88
 AD2592
 AD2592  VERT ORDER      -  SECOND    CLASS 0
 AD2592
 AD2592.The horizontal coordinates were determined by differentially corrected
 AD2592.hand held GPS observations or other comparable positioning techniques
 AD2592.and have an estimated accuracy of +/- 3 meters.
 AD2592
 AD2592.The orthometric height was determined by differential leveling and
 AD2592.adjusted by the NATIONAL GEODETIC SURVEY
 AD2592.in June 1991.
 AD2592
 AD2592.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2592.GEOID18 height accuracy estimate available here.
 AD2592
 AD2592.Click photographs - Photos may exist for this station.
 AD2592
 AD2592.The dynamic height is computed by dividing the NAVD 88
 AD2592.geopotential number by the normal gravity value computed on the
 AD2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2592.degrees latitude (g = 980.6199 gals.).
 AD2592
 AD2592.The modeled gravity was interpolated from observed gravity values.
 AD2592
 AD2592;                    North         East    Units  Estimated Accuracy
 AD2592;SPC FL E     -   210,627.9     290,599.7     MT  (+/- 3 meters HH1 GPS) 
 AD2592
 AD2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9056801688(NAD 83)
 AD2592
 AD2592                          SUPERSEDED SURVEY CONTROL
 AD2592
 AD2592  NGVD 29 (??/??/92)    4.496  (m)           14.75   (f) ADJ UNCH    2 0
 AD2592
 AD2592.Superseded values are not recommended for survey control.
 AD2592
 AD2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2592.See file dsdata.pdf to determine how the superseded data were derived.
 AD2592
 AD2592_MARKER: DD = SURVEY DISK
 AD2592_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD2592_SP_SET: ABUTMENT
 AD2592_STAMPING: 14.745
 AD2592_MARK LOGO: FLSRD
 AD2592_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD2592+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2022
 AD2592
 AD2592  HISTORY     - Date     Condition        Report By
 AD2592  HISTORY     - 1970     MONUMENTED       FLSRD
 AD2592  HISTORY     - 1970     GOOD             NGS
 AD2592  HISTORY     - 1973     GOOD             NGS
 AD2592  HISTORY     - 1987     GOOD             USPSQD
 AD2592  HISTORY     - 1989     GOOD             USPSQD
 AD2592  HISTORY     - 1990     GOOD             USPSQD
 AD2592  HISTORY     - 20021121 GOOD             USPSQD
 AD2592  HISTORY     - 20140508 GOOD             WANTGP
 AD2592  HISTORY     - 20191110 GOOD             GEOCAC
 AD2592  HISTORY     - 20220127 GOOD             USPSQD
 AD2592
 AD2592                          STATION DESCRIPTION
 AD2592
 AD2592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2592'AT POMPANO BEACH.
 AD2592'AT POMPANO BEACH, ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 814
 AD2592'FROM THE JUNCTION OF STATE HIGHWAY A 1 A, SET ON THE TOP OF THE
 AD2592'NORTH END OF THE EAST ABUTMENT OF THE HIGHWAY BRIDGE OVER THE
 AD2592'INTRACOASTAL WATERWAY, 19.5 FEET NORTH OF THE CENTER LINE OF THE
 AD2592'WESTBOUND LANE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
 AD2592
 AD2592                          STATION RECOVERY (1973)
 AD2592
 AD2592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2592'RECOVERED IN GOOD CONDITION.
 AD2592
 AD2592                          STATION RECOVERY (1987)
 AD2592
 AD2592'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHH)
 AD2592'RECOVERED IN GOOD CONDITION.
 AD2592
 AD2592                          STATION RECOVERY (1989)
 AD2592
 AD2592'RECOVERY NOTE BY US POWER SQUADRON 1989 (FEC)
 AD2592'RECOVERED IN GOOD CONDITION.
 AD2592
 AD2592                          STATION RECOVERY (1990)
 AD2592
 AD2592'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2592'RECOVERED IN GOOD CONDITION.
 AD2592
 AD2592                          STATION RECOVERY (2002)
 AD2592
 AD2592'RECOVERY NOTE BY US POWER SQUADRON 2002 (RT)
 AD2592'RECOVERED IN GOOD CONDITION.
 AD2592
 AD2592                          STATION RECOVERY (2014)
 AD2592
 AD2592'RECOVERY NOTE BY WANTMAN GROUP INC 2014 (MS)
 AD2592'RECOVERED AS DESCRIBED
 AD2592
 AD2592                          STATION RECOVERY (2019)
 AD2592
 AD2592'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AD2592'RECOVERED IN GOOD CONDITION.
 AD2592
 AD2592                          STATION RECOVERY (2022)
 AD2592
 AD2592'RECOVERY NOTE BY US POWER SQUADRON 2022 (STH)
 AD2592'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0636 ***********************************************************************
 AC0636  DESIGNATION -  14.98
 AC0636  PID         -  AC0636
 AC0636  STATE/COUNTY-  FL/COLLIER
 AC0636  COUNTRY     -  US
 AC0636  USGS QUAD   -  EVERGLADES CITY (2018)
 AC0636
 AC0636                         *CURRENT SURVEY CONTROL
 AC0636  ______________________________________________________________________
 AC0636* NAD 83(2011) POSITION- 25 52 16.30949(N) 081 22 57.24472(W)   ADJUSTED
 AC0636* NAD 83(2011) ELLIP HT-   -19.428 (meters)        (06/27/12)   ADJUSTED
 AC0636* NAD 83(2011) EPOCH   -  2010.00
 AC0636* NAVD 88 ORTHO HEIGHT -     4.222 (meters)       13.85  (feet) ADJUSTED
 AC0636  ______________________________________________________________________
 AC0636  GEOID HEIGHT    -        -23.648 (meters)                     GEOID18
 AC0636  NAD 83(2011) X  -    860,441.056 (meters)                     COMP
 AC0636  NAD 83(2011) Y  - -5,677,717.503 (meters)                     COMP
 AC0636  NAD 83(2011) Z  -  2,766,220.936 (meters)                     COMP
 AC0636  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 AC0636  DYNAMIC HEIGHT  -          4.215 (meters)       13.83  (feet) COMP
 AC0636  MODELED GRAVITY -    979,020.6   (mgal)                       NAVD 88
 AC0636
 AC0636  VERT ORDER      -  FIRST     CLASS II
 AC0636
 AC0636  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC0636  Standards:
 AC0636         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC0636            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC0636  -------------------------------------------------------------------
 AC0636  NETWORK    1.03   1.63           0.44   0.40   0.83      0.00908875
 AC0636  -------------------------------------------------------------------
 AC0636  Click here for local accuracies and other accuracy information.
 AC0636
 AC0636.The horizontal coordinates were established by GPS observations
 AC0636.and adjusted by the National Geodetic Survey in June 2012.
 AC0636
 AC0636.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC0636.been affixed to the stable North American tectonic plate. See 
 AC0636.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC0636
 AC0636.The horizontal coordinates are valid at the epoch date displayed above
 AC0636.which is a decimal equivalence of Year/Month/Day.
 AC0636
 AC0636.The orthometric height was determined by differential leveling and
 AC0636.adjusted by the NATIONAL GEODETIC SURVEY
 AC0636.in February 2002.
 AC0636
 AC0636.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0636.GEOID18 height accuracy estimate available here.
 AC0636
 AC0636.Click photographs - Photos may exist for this station.
 AC0636
 AC0636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC0636
 AC0636.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC0636
 AC0636.The ellipsoidal height was determined by GPS observations
 AC0636.and is referenced to NAD 83.
 AC0636
 AC0636.The dynamic height is computed by dividing the NAVD 88
 AC0636.geopotential number by the normal gravity value computed on the
 AC0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0636.degrees latitude (g = 980.6199 gals.).
 AC0636
 AC0636.The modeled gravity was interpolated from observed gravity values.
 AC0636
 AC0636. The following values were computed from the NAD 83(2011) position.
 AC0636
 AC0636;                    North         East     Units Scale Factor Converg.
 AC0636;SPC FL E     -   170,401.851   161,658.575   MT  0.99995932   -0 10 01.0
 AC0636;SPC FL E     -   559,060.07    530,374.84   sFT  0.99995932   -0 10 01.0
 AC0636;UTM  17      - 2,861,475.693   461,671.657   MT  0.99961814   -0 10 01.0
 AC0636
 AC0636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC0636!SPC FL E     -   1.00000305  x   0.99995932  =   0.99996237
 AC0636!UTM  17      -   1.00000305  x   0.99961814  =   0.99962119
 AC0636
 AC0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6167161475(NAD 83)
 AC0636
 AC0636|---------------------------------------------------------------------|
 AC0636| PID    Reference Object                     Distance      Geod. Az  |
 AC0636|                                                           dddmmss.s |
 AC0636| AC0637 15.94                                69.640 METERS 35104     |
 AC0636|---------------------------------------------------------------------|
 AC0636
 AC0636                          SUPERSEDED SURVEY CONTROL
 AC0636
 AC0636  NAD 83(2007)-  25 52 16.30964(N)    081 22 57.24539(W) AD(2002.00) 0
 AC0636  ELLIP H (02/10/07)  -19.416  (m)                       GP(2002.00)    
 AC0636  NAD 83(1999)-  25 52 16.30960(N)    081 22 57.24534(W) AD(       ) 1
 AC0636  ELLIP H (12/12/02)  -19.415  (m)                       GP(       ) 4 1
 AC0636  NAVD 88               4.22   (m)           13.8    (f) LEVELING    3  
 AC0636  NAVD 88 (09/04/92)    4.221  (m)           13.85   (f) SUPERSEDED  1 1
 AC0636  NAVD 88 (06/15/91)    4.221  (m)           13.85   (f) SUPERSEDED  1 1
 AC0636  NGVD 29 (??/??/92)    4.638  (m)           15.22   (f) SUPERSEDED  1 1
 AC0636  NGVD 29 (09/01/92)    4.638  (m)           15.22   (f) ADJUSTED    1 1
 AC0636
 AC0636.Superseded values are not recommended for survey control.
 AC0636
 AC0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0636.See file dsdata.pdf to determine how the superseded data were derived.
 AC0636
 AC0636_MARKER: DD = SURVEY DISK
 AC0636_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC0636_SP_SET: ABUTMENT
 AC0636_STAMPING: 14.98
 AC0636_MARK LOGO: FLSRD
 AC0636_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0636+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2008
 AC0636
 AC0636  HISTORY     - Date     Condition        Report By
 AC0636  HISTORY     - 1965     MONUMENTED       FLDT
 AC0636  HISTORY     - 1965     GOOD             CGS
 AC0636  HISTORY     - 1971     GOOD             NGS
 AC0636  HISTORY     - 1978     GOOD             FLDNR
 AC0636  HISTORY     - 1979     GOOD             NGS
 AC0636  HISTORY     - 1986     GOOD             USPSQD
 AC0636  HISTORY     - 1990     GOOD             USPSQD
 AC0636  HISTORY     - 19920226 GOOD             NGS
 AC0636  HISTORY     - 200110   GOOD             FOST
 AC0636  HISTORY     - 20020307 GOOD             MAPTEC
 AC0636  HISTORY     - 20050502 GOOD             USPSQD
 AC0636  HISTORY     - 20080712 GOOD             FLDEP
 AC0636  HISTORY     - 20130313 GOOD             FL-021
 AC0636  HISTORY     - 20150309 GOOD             GEOCAC
 AC0636
 AC0636                          STATION DESCRIPTION
 AC0636
 AC0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC0636'1 MI N FROM EVERGLADES.
 AC0636'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 29 FROM THE CITY HALL
 AC0636'AT EVERGLADES, SET IN THE TOP OF THE CONCRETE SIDEWALK DIRECTLY
 AC0636'OVER THE EAST END OF THE SOUTH ABUTMENT OF THE HIGHWAY BRIDGE
 AC0636'OVER THE BARRON RIVER, 3.6 FEET EAST OF THE EAST CURB OF THE
 AC0636'BRIDGE, 3.2 FEET WEST OF THE SOUTH END OF THE EAST BANISTER OF
 AC0636'THE BRIDGE, 228.0 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM
 AC0636'B. M. 15.94.
 AC0636
 AC0636                          STATION RECOVERY (1971)
 AC0636
 AC0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AC0636'RECOVERED IN GOOD CONDITION.
 AC0636
 AC0636                          STATION RECOVERY (1978)
 AC0636
 AC0636'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AC0636'RECOVERED IN GOOD CONDITION.
 AC0636
 AC0636                          STATION RECOVERY (1979)
 AC0636
 AC0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AC0636'RECOVERED IN GOOD CONDITION.
 AC0636
 AC0636                          STATION RECOVERY (1986)
 AC0636
 AC0636'RECOVERY NOTE BY US POWER SQUADRON 1986 (HEA)
 AC0636'RECOVERED IN GOOD CONDITION.
 AC0636
 AC0636                          STATION RECOVERY (1990)
 AC0636
 AC0636'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0636'RECOVERED IN GOOD CONDITION.
 AC0636
 AC0636                          STATION RECOVERY (1992)
 AC0636
 AC0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0636'50.6 KM (31.45 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0636'OF STATE HIGHWAY 84 IN NAPLES, THENCE 4.7 KM (2.90 MI) SOUTHERLY
 AC0636'ALONG STATE HIGHWAY 29, IN TOP OF AND 1.3 M (4.3 FT) WEST OF THE EAST
 AC0636'END OF THE SOUTH CONCRETE SIDEWALK OF A BRIDGE SPANNING BARRON RIVER,
 AC0636'5.4 M (17.7 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY.
 AC0636'NOTE--THE SIDEWALK IS PART OF THE BRIDGE ABUTMENT.
 AC0636
 AC0636                          STATION RECOVERY (2001)
 AC0636
 AC0636'RECOVERY NOTE BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AC0636'THE MONUMENT WAS RECOVERED AS DESCRIBED.
 AC0636'
 AC0636
 AC0636                          STATION RECOVERY (2002)
 AC0636
 AC0636'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0636'RECOVERED AS DESCRIBED
 AC0636'
 AC0636
 AC0636                          STATION RECOVERY (2005)
 AC0636
 AC0636'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AC0636'RECOVERED IN GOOD CONDITION.
 AC0636
 AC0636                          STATION RECOVERY (2008)
 AC0636
 AC0636'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AC0636'RECOVERED AS DESCRIBED.
 AC0636
 AC0636                          STATION RECOVERY (2013)
 AC0636
 AC0636'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0636'RECOVERED IN GOOD CONDITION.
 AC0636
 AC0636                          STATION RECOVERY (2015)
 AC0636
 AC0636'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC0636'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1249 ***********************************************************************
 AD1249  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1249  DESIGNATION -  14.98
 AD1249  PID         -  AD1249
 AD1249  STATE/COUNTY-  FL/COLLIER
 AD1249  COUNTRY     -  US
 AD1249  USGS QUAD   -  NAPLES NORTH (2018)
 AD1249
 AD1249                         *CURRENT SURVEY CONTROL
 AD1249  ______________________________________________________________________
 AD1249* NAD 83(1986) POSITION- 26 08 29.     (N) 081 47 22.     (W)   SCALED
 AD1249* NAVD 88 ORTHO HEIGHT -     4.224 (meters)       13.86  (feet) ADJUSTED
 AD1249  ______________________________________________________________________
 AD1249  GEOID HEIGHT    -        -23.479 (meters)                     GEOID18
 AD1249  DYNAMIC HEIGHT  -          4.217 (meters)       13.84  (feet) COMP
 AD1249  MODELED GRAVITY -    979,046.9   (mgal)                       NAVD 88
 AD1249
 AD1249  VERT ORDER      -  FIRST     CLASS II
 AD1249
 AD1249.The horizontal coordinates were scaled from a map and have
 AD1249.an estimated accuracy of +/- 6 seconds.
 AD1249
 AD1249.The orthometric height was determined by differential leveling and
 AD1249.adjusted by the NATIONAL GEODETIC SURVEY
 AD1249.in September 1992.
 AD1249
 AD1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1249.GEOID18 height accuracy estimate available here.
 AD1249
 AD1249.This Tidal Bench Mark is designated as VM 7843
 AD1249.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1249
 AD1249.Click photographs - Photos may exist for this station.
 AD1249
 AD1249.The dynamic height is computed by dividing the NAVD 88
 AD1249.geopotential number by the normal gravity value computed on the
 AD1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1249.degrees latitude (g = 980.6199 gals.).
 AD1249
 AD1249.The modeled gravity was interpolated from observed gravity values.
 AD1249
 AD1249;                    North         East    Units  Estimated Accuracy
 AD1249;SPC FL E     -   200,520.      121,060.      MT  (+/- 180 meters Scaled)
 AD1249
 AD1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ210915(NAD 83)
 AD1249
 AD1249                          SUPERSEDED SURVEY CONTROL
 AD1249
 AD1249  NAVD 88 (06/15/91)    4.229  (m)           13.87   (f) SUPERSEDED  1 2
 AD1249  NGVD 29 (??/??/92)    4.614  (m)           15.14   (f) SUPERSEDED  1 2
 AD1249  NGVD 29 (09/01/92)    4.614  (m)           15.14   (f) ADJUSTED    1 2
 AD1249
 AD1249.Superseded values are not recommended for survey control.
 AD1249
 AD1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1249.See file dsdata.pdf to determine how the superseded data were derived.
 AD1249
 AD1249_MARKER: DD = SURVEY DISK
 AD1249_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD1249_SP_SET: ABUTMENT
 AD1249_STAMPING: 14.98
 AD1249_MARK LOGO: FLHD
 AD1249_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD1249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD1249+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1992
 AD1249
 AD1249  HISTORY     - Date     Condition        Report By
 AD1249  HISTORY     - UNK      MONUMENTED       FLHD
 AD1249  HISTORY     - 1966     GOOD             CGS
 AD1249  HISTORY     - 1979     GOOD             NGS
 AD1249  HISTORY     - 1984     GOOD             FLDNR
 AD1249  HISTORY     - 1987     GOOD             USPSQD
 AD1249  HISTORY     - 1988     GOOD             USPSQD
 AD1249  HISTORY     - 1989     GOOD             USPSQD
 AD1249  HISTORY     - 19920301 GOOD             NGS
 AD1249  HISTORY     - 20121003 MARK NOT FOUND   FL-021
 AD1249
 AD1249                          STATION DESCRIPTION
 AD1249
 AD1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AD1249'AT NAPLES.
 AD1249'AT NAPLES, ABOUT 1.75 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AD1249'THE COURTHOUSE, AT THE SOUTHEAST END OF THE NORTHWEST ONE OF
 AD1249'TWO HIGHWAY BRIDGES OVER GORDON RIVER, AT THE NORTHEAST CORNER
 AD1249'OF BRIDGE, 5.0 FEET NORTHEAST OF THE NORTHEAST CURB, 285 FEET
 AD1249'EAST OF BRIDGE, 5.0 FEET NORTHEAST OF THE NORTHEAST CURB, 285
 AD1249'FEET EAST OF AND ACROSS THE HIGHWAY FROM BENCH MARK 13.74 (S.R.D.)
 AD1249'DESCRIBED, IN TOP OF THE CONCRETE END POST, AND 3.2 FEET ABOVE THE
 AD1249'LEVEL OF THE SIDEWALK.
 AD1249
 AD1249                          STATION RECOVERY (1979)
 AD1249
 AD1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AD1249'RECOVERED IN GOOD CONDITION.
 AD1249
 AD1249                          STATION RECOVERY (1984)
 AD1249
 AD1249'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1249'RECOVERED IN GOOD CONDITION.
 AD1249
 AD1249                          STATION RECOVERY (1987)
 AD1249
 AD1249'RECOVERY NOTE BY US POWER SQUADRON 1987 (HEA)
 AD1249'RECOVERED IN GOOD CONDITION.
 AD1249
 AD1249                          STATION RECOVERY (1988)
 AD1249
 AD1249'RECOVERY NOTE BY US POWER SQUADRON 1988 (DHP)
 AD1249'RECOVERED IN GOOD CONDITION.
 AD1249
 AD1249                          STATION RECOVERY (1989)
 AD1249
 AD1249'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHP)
 AD1249'RECOVERED IN GOOD CONDITION.
 AD1249
 AD1249                          STATION RECOVERY (1992)
 AD1249
 AD1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1249'0.8 KM (0.50 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION OF
 AD1249'STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE
 AD1249'WEST END OF THE NORTH CONCRETE BRIDGE RAIL OF BRIDGE NUMBER 030013,
 AD1249'7.0 M (23.0 FT) NORTH OF THE CENTER OF THE WESTBOUND LANES OF THE
 AD1249'HIGHWAY, AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AD1249'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AD1249
 AD1249                          STATION RECOVERY (2012)
 AD1249
 AD1249'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD1249'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD1396 ***********************************************************************
 BD1396  DESIGNATION -  140
 BD1396  PID         -  BD1396
 BD1396  STATE/COUNTY-  FL/BAKER
 BD1396  COUNTRY     -  US
 BD1396  USGS QUAD   -  MAXVILLE (2018)
 BD1396
 BD1396                         *CURRENT SURVEY CONTROL
 BD1396  ______________________________________________________________________
 BD1396* NAD 83(1986) POSITION- 30 14 37.     (N) 082 05 49.     (W)   SCALED
 BD1396* NAVD 88 ORTHO HEIGHT -    42.525 (meters)      139.52  (feet) ADJUSTED
 BD1396  ______________________________________________________________________
 BD1396  GEOID HEIGHT    -        -28.213 (meters)                     GEOID18
 BD1396  DYNAMIC HEIGHT  -         42.470 (meters)      139.34  (feet) COMP
 BD1396  MODELED GRAVITY -    979,336.1   (mgal)                       NAVD 88
 BD1396
 BD1396  VERT ORDER      -  SECOND    CLASS 0
 BD1396
 BD1396.The horizontal coordinates were scaled from a map and have
 BD1396.an estimated accuracy of +/- 6 seconds.
 BD1396
 BD1396.The orthometric height was determined by differential leveling and
 BD1396.adjusted by the NATIONAL GEODETIC SURVEY
 BD1396.in June 1991.
 BD1396
 BD1396.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD1396.GEOID18 height accuracy estimate available here.
 BD1396
 BD1396.Click photographs - Photos may exist for this station.
 BD1396
 BD1396.The dynamic height is computed by dividing the NAVD 88
 BD1396.geopotential number by the normal gravity value computed on the
 BD1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1396.degrees latitude (g = 980.6199 gals.).
 BD1396
 BD1396.The modeled gravity was interpolated from observed gravity values.
 BD1396
 BD1396;                    North         East    Units  Estimated Accuracy
 BD1396;SPC FL N     -   140,290.      831,270.      MT  (+/- 180 meters Scaled)
 BD1396
 BD1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP944462(NAD 83)
 BD1396
 BD1396                          SUPERSEDED SURVEY CONTROL
 BD1396
 BD1396  NGVD 29 (??/??/92)   42.818  (m)          140.48   (f) ADJ UNCH    2 0
 BD1396
 BD1396.Superseded values are not recommended for survey control.
 BD1396
 BD1396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1396.See file dsdata.pdf to determine how the superseded data were derived.
 BD1396
 BD1396_MARKER: P = PIPE CAP
 BD1396_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BD1396_STAMPING: 140
 BD1396_MARK LOGO: USGS
 BD1396_MAGNETIC: P = MARKER IS A STEEL PIPE
 BD1396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD1396
 BD1396  HISTORY     - Date     Condition        Report By
 BD1396  HISTORY     - 1934     MONUMENTED       USGS
 BD1396  HISTORY     - 1954     POOR             CGS
 BD1396
 BD1396                          STATION DESCRIPTION
 BD1396
 BD1396'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BD1396'5.3 MI SW FROM MATTOX.
 BD1396'5.3 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BD1396'THE CROSSING OF THE SEABOARD AIR LINE RAILWAY AT MATTOX, 38 1/2
 BD1396'RAILS (39-FOOT) SOUTHWEST OF MILE POST SG 665 AND THE CENTER OF THE
 BD1396'BRIDGE OVER TURKEY CREEK, 10 RAILS SOUTHWEST OF THE NORTHEAST
 BD1396'END OF A CURVE WITH TANGENTS EAST-NORTHEAST AND SOUTHWEST, 485
 BD1396'FEET SOUTHWEST OF THE CENTER OF A DIM ROAD CROSSING, 497 FEET
 BD1396'SOUTHWEST OF THE CROSSING WARNING SIGN, 190 1/2 FEET EAST AND
 BD1396'ACROSS THE TRACK FROM THE CENTER OF A GATE IN THE FENCE LINE, 60
 BD1396'FEET SOUTHEAST AND ACROSS THE TRACK FROM TELEPHONE POLE E 8,
 BD1396'37 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 11 FEET NORTHWEST OF A
 BD1396'FENCE LINE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND IS A
 BD1396'CAP RIVETED ON THE TOP OF A 3 1/2-INCH IRON PIPE PROJECTING 8
 BD1396'INCHES.  NOTE-- THIS MARK HAS BEEN BUMPED BY EQUIPMENT PLOUGHING
 BD1396'FIRE BREAKS.  ITS STABILITY IS QUESTIONABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0022 ***********************************************************************
 AL0022  DESIGNATION -  140
 AL0022  PID         -  AL0022
 AL0022  STATE/COUNTY-  FL/PINELLAS
 AL0022  COUNTRY     -  US
 AL0022  USGS QUAD   -  OLDSMAR (2018)
 AL0022
 AL0022                         *CURRENT SURVEY CONTROL
 AL0022  ______________________________________________________________________
 AL0022* NAD 83(1986) POSITION- 28 02 55.     (N) 082 41 35.     (W)   SCALED
 AL0022* NAVD 88 ORTHO HEIGHT -     2.013 (meters)        6.60  (feet) ADJUSTED
 AL0022  ______________________________________________________________________
 AL0022  GEOID HEIGHT    -        -24.952 (meters)                     GEOID18
 AL0022  DYNAMIC HEIGHT  -          2.010 (meters)        6.59  (feet) COMP
 AL0022  MODELED GRAVITY -    979,188.7   (mgal)                       NAVD 88
 AL0022
 AL0022  VERT ORDER      -  SECOND    CLASS II
 AL0022
 AL0022.The horizontal coordinates were scaled from a map and have
 AL0022.an estimated accuracy of +/- 6 seconds.
 AL0022
 AL0022.The orthometric height was determined by differential leveling and
 AL0022.adjusted by the NATIONAL GEODETIC SURVEY
 AL0022.in June 1991.
 AL0022
 AL0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0022.GEOID18 height accuracy estimate available here.
 AL0022
 AL0022.Click photographs - Photos may exist for this station.
 AL0022
 AL0022.The dynamic height is computed by dividing the NAVD 88
 AL0022.geopotential number by the normal gravity value computed on the
 AL0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0022.degrees latitude (g = 980.6199 gals.).
 AL0022
 AL0022.The modeled gravity was interpolated from observed gravity values.
 AL0022
 AL0022;                    North         East    Units  Estimated Accuracy
 AL0022;SPC FL W     -   411,790.      131,860.      MT  (+/- 180 meters Scaled)
 AL0022
 AL0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM335037(NAD 83)
 AL0022
 AL0022                          SUPERSEDED SURVEY CONTROL
 AL0022
 AL0022  NGVD 29 (??/??/92)    2.271  (m)            7.45   (f) ADJ UNCH    2 2
 AL0022
 AL0022.Superseded values are not recommended for survey control.
 AL0022
 AL0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0022.See file dsdata.pdf to determine how the superseded data were derived.
 AL0022
 AL0022_MARKER: DD = SURVEY DISK
 AL0022_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0022_SP_SET: HEADWALL
 AL0022_STAMPING: 140 SRD
 AL0022_MARK LOGO: FLSRD
 AL0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0022+STABILITY: SURFACE MOTION
 AL0022
 AL0022  HISTORY     - Date     Condition        Report By
 AL0022  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0022  HISTORY     - 1975     GOOD             FLDT
 AL0022  HISTORY     - 1990     GOOD             USPSQD
 AL0022
 AL0022                          STATION DESCRIPTION
 AL0022
 AL0022'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0022'AT OLDSMAR.
 AL0022'STATION IS AT THE INTERSECTION OF CURLEW RD. (S.R. S-586) AND
 AL0022'S.R. 584, 222.5 FT. EAST OF THE CENTERLINE OF CURLEW RD., 39.5
 AL0022'FT. SOUTH OF THE CENTERLINE OF S.R. 584.  SET IN TOP OF CONCRETE
 AL0022'HEADWALL.  SECTION 15, T28S, R16E.
 AL0022
 AL0022                          STATION RECOVERY (1990)
 AL0022
 AL0022'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK5546 ***********************************************************************
 DK5546  DESIGNATION -  140009 1
 DK5546  PID         -  DK5546
 DK5546  STATE/COUNTY-  FL/PASCO
 DK5546  COUNTRY     -  US
 DK5546  USGS QUAD   -  BRANCHBOROUGH (2018)
 DK5546
 DK5546                         *CURRENT SURVEY CONTROL
 DK5546  ______________________________________________________________________
 DK5546* NAD 83(1986) POSITION- 28 15 33.     (N) 082 06 19.     (W)   SCALED
 DK5546* NAVD 88 ORTHO HEIGHT -    27.643 (meters)       90.69  (feet) ADJUSTED
 DK5546  ______________________________________________________________________
 DK5546  GEOID HEIGHT    -        -26.413 (meters)                     GEOID18
 DK5546  DYNAMIC HEIGHT  -         27.602 (meters)       90.56  (feet) COMP
 DK5546  MODELED GRAVITY -    979,174.7   (mgal)                       NAVD 88
 DK5546
 DK5546  VERT ORDER      -  FIRST     CLASS II
 DK5546
 DK5546.The horizontal coordinates were scaled from a map and have
 DK5546.an estimated accuracy of +/- 6 seconds.
 DK5546
 DK5546.The orthometric height was determined by differential leveling and
 DK5546.adjusted by the NATIONAL GEODETIC SURVEY
 DK5546.in August 2008.
 DK5546
 DK5546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5546.GEOID18 height accuracy estimate available here.
 DK5546
 DK5546.Click photographs - Photos may exist for this station.
 DK5546
 DK5546.The dynamic height is computed by dividing the NAVD 88
 DK5546.geopotential number by the normal gravity value computed on the
 DK5546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK5546.degrees latitude (g = 980.6199 gals.).
 DK5546
 DK5546.The modeled gravity was interpolated from observed gravity values.
 DK5546
 DK5546;                    North         East    Units  Estimated Accuracy
 DK5546;SPC FL W     -   434,930.      189,670.      MT  (+/- 180 meters Scaled)
 DK5546
 DK5546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM915264(NAD 83)
 DK5546
 DK5546                          SUPERSEDED SURVEY CONTROL
 DK5546
 DK5546.No superseded survey control is available for this station.
 DK5546
 DK5546_MARKER: DD = SURVEY DISK
 DK5546_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK5546_SP_SET: BRIDGERAIL
 DK5546_STAMPING: 140009 1
 DK5546_MARK LOGO: FLSRD
 DK5546_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK5546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK5546_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK5546+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2007
 DK5546
 DK5546  HISTORY     - Date     Condition        Report By
 DK5546  HISTORY     - UNK      MONUMENTED       FLSRD
 DK5546  HISTORY     - 20070202 GOOD             FLDEP
 DK5546
 DK5546                          STATION DESCRIPTION
 DK5546
 DK5546'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DK5546'THE MARK IS ABOUT 5.0 MI EAST OF ZEPHYRHILLS, IN SECTION 4, TOWNSHIP
 DK5546'26 SOUTH, RANGE 22  EAST.
 DK5546'
 DK5546'TO REACH THE MARK FROM THE JUNCTION OF GALL BOULEVARD (U.S. HIGHWAY
 DK5546'301, STATE HIGHWAY  39) AND 5TH AVENUE (STATE HIGHWAY 54) IN
 DK5546'ZEPHYRHILLS, GO NORTH ON GALL BOULEVARD (U.S.  HIGHWAY 301 STATE
 DK5546'HIGHWAY 39) FOR 1.45 MI TO THE JUNCTION OF COUNTY ROAD 54 ON THE RIGHT
 DK5546'AND EILAND BOULEVARD ON THE LEFT, TURN RIGHT ON COUNTY ROAD 54 AND GO
 DK5546'EAST FOR 2.5 MI  TO THE JUNCTION OF CHANCEY ROAD ON THE RIGHT AND OLD
 DK5546'LAKELAND HIGHWAY ON THE LEFT,   CONTINUE EAST ON COUNTY ROAD 54 FOR
 DK5546'2.15 MI TO THE JUNCTION OF BERRY ROAD (ALTERNATE  COUNTY ROAD 35) ON
 DK5546'THE LEFT, CONTINUE EAST ON COUNTY ROAD 54 FOR 0.35 MI TO THE WEST END
 DK5546'OF BRIDGE NUMBER 140009 AND THE MARK ON THE RIGHT, SET FLUSH IN THE
 DK5546'TOP OF THE BRIDGE  RAIL ABOUT 2.9 FT ABOVE THE LEVEL OF COUNTY ROAD
 DK5546'54.   LOCATED 17.3 FT SOUTH OF THE CENTERLINE OF COUNTY ROAD 54, 4.2
 DK5546'FT SOUTHWEST OF THE EAST  END OF THE GUARD RAIL AND 2.9 FT SOUTH OF
 DK5546'THE GUARD ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK5547 ***********************************************************************
 DK5547  DESIGNATION -  14009 2
 DK5547  PID         -  DK5547
 DK5547  STATE/COUNTY-  FL/PASCO
 DK5547  COUNTRY     -  US
 DK5547  USGS QUAD   -  BRANCHBOROUGH (2018)
 DK5547
 DK5547                         *CURRENT SURVEY CONTROL
 DK5547  ______________________________________________________________________
 DK5547* NAD 83(1986) POSITION- 28 15 35.     (N) 082 06 17.     (W)   SCALED
 DK5547* NAVD 88 ORTHO HEIGHT -    27.639 (meters)       90.68  (feet) ADJUSTED
 DK5547  ______________________________________________________________________
 DK5547  GEOID HEIGHT    -        -26.415 (meters)                     GEOID18
 DK5547  DYNAMIC HEIGHT  -         27.598 (meters)       90.54  (feet) COMP
 DK5547  MODELED GRAVITY -    979,174.8   (mgal)                       NAVD 88
 DK5547
 DK5547  VERT ORDER      -  FIRST     CLASS II
 DK5547
 DK5547.The horizontal coordinates were scaled from a map and have
 DK5547.an estimated accuracy of +/- 6 seconds.
 DK5547
 DK5547.The orthometric height was determined by differential leveling and
 DK5547.adjusted by the NATIONAL GEODETIC SURVEY
 DK5547.in August 2008.
 DK5547
 DK5547.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK5547.GEOID18 height accuracy estimate available here.
 DK5547
 DK5547.Click photographs - Photos may exist for this station.
 DK5547
 DK5547.The dynamic height is computed by dividing the NAVD 88
 DK5547.geopotential number by the normal gravity value computed on the
 DK5547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK5547.degrees latitude (g = 980.6199 gals.).
 DK5547
 DK5547.The modeled gravity was interpolated from observed gravity values.
 DK5547
 DK5547;                    North         East    Units  Estimated Accuracy
 DK5547;SPC FL W     -   435,000.      189,730.      MT  (+/- 180 meters Scaled)
 DK5547
 DK5547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM916264(NAD 83)
 DK5547
 DK5547                          SUPERSEDED SURVEY CONTROL
 DK5547
 DK5547.No superseded survey control is available for this station.
 DK5547
 DK5547_MARKER: DD = SURVEY DISK
 DK5547_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK5547_SP_SET: BRIDGE GUARDRAIL
 DK5547_STAMPING: 14009 2
 DK5547_MARK LOGO: FLSRD
 DK5547_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK5547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK5547_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK5547+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2007
 DK5547
 DK5547  HISTORY     - Date     Condition        Report By
 DK5547  HISTORY     - UNK      MONUMENTED       FLSRD
 DK5547  HISTORY     - 20070202 GOOD             FLSRD
 DK5547
 DK5547                          STATION DESCRIPTION
 DK5547
 DK5547'DESCRIBED BY FLORIDA STATEROAD DEPARTMENT 2007 (JLM)
 DK5547'THE MARK IS ABOUT 5.0 MI EAST OF ZEPHYRHILLS, IN SECTION 33, TOWNSHIP
 DK5547'25 SOUTH, RANGE 22  EAST.
 DK5547'
 DK5547'TO REACH THE MARK FROM THE JUNCTION OF GALL BOULEVARD (U.S. HIGHWAY
 DK5547'301, STATE HIGHWAY  39) AND 5TH AVENUE (STATE HIGHWAY 54) IN
 DK5547'ZEPHYRHILLS, GO NORTH ON GALL BOULEVARD (U.S.  HIGHWAY 301 STATE
 DK5547'HIGHWAY 39) FOR 1.45 MI TO THE JUNCTION OF COUNTY ROAD 54 ON THE RIGHT
 DK5547'AND EILAND BOULEVARD ON THE LEFT, TURN RIGHT ON COUNTY ROAD 54 AND GO
 DK5547'EAST FOR 2.5 MI  TO THE JUNCTION OF CHANCEY ROAD ON THE RIGHT AND OLD
 DK5547'LAKELAND HIGHWAY ON THE LEFT,   CONTINUE EAST ON COUNTY ROAD 54 FOR
 DK5547'2.15 MI TO THE JUNCTION OF BERRY ROAD (ALTERNATE  COUNTY ROAD 35) ON
 DK5547'THE LEFT, CONTINUE EAST ON COUNTY ROAD 54 FOR 0.4 MI TO THE EAST END
 DK5547'OF BRIDGE NUMBER 140009 AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP
 DK5547'OF THE NORTHEAST  BRIDGERAIL ABOUT 2.9 FT ABOVE THE LEVEL OF COUNTY
 DK5547'ROAD 54.   LOCATED 16.7 FT NORTH OF THE CENTERLINE OF COUNTY ROAD 54,
 DK5547'4.4 FT NORTHEAST OF THE WEST  END OF THE GUARD RIAL AND 3.0 FT NORTH
 DK5547'OF THE GUARD RIAL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE9860 ***********************************************************************
 DE9860  DESIGNATION -  1401 20
 DE9860  PID         -  DE9860
 DE9860  STATE/COUNTY-  FL/ORANGE
 DE9860  COUNTRY     -  US
 DE9860  USGS QUAD   -  BITHLO (2018)
 DE9860
 DE9860                         *CURRENT SURVEY CONTROL
 DE9860  ______________________________________________________________________
 DE9860* NAD 83(1986) POSITION- 28 33 12.     (N) 081 06 22.     (W)   SCALED
 DE9860* NAVD 88 ORTHO HEIGHT -    20.063 (meters)       65.82  (feet) ADJUSTED
 DE9860  ______________________________________________________________________
 DE9860  GEOID HEIGHT    -        -28.000 (meters)                     GEOID18
 DE9860  DYNAMIC HEIGHT  -         20.034 (meters)       65.73  (feet) COMP
 DE9860  MODELED GRAVITY -    979,205.1   (mgal)                       NAVD 88
 DE9860
 DE9860  VERT ORDER      -  FIRST     CLASS II
 DE9860
 DE9860.The horizontal coordinates were scaled from a map and have
 DE9860.an estimated accuracy of +/- 6 seconds.
 DE9860
 DE9860.The orthometric height was determined by differential leveling and
 DE9860.adjusted by the NATIONAL GEODETIC SURVEY
 DE9860.in November 2003.
 DE9860
 DE9860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9860.GEOID18 height accuracy estimate available here.
 DE9860
 DE9860.Click photographs - Photos may exist for this station.
 DE9860
 DE9860.The dynamic height is computed by dividing the NAVD 88
 DE9860.geopotential number by the normal gravity value computed on the
 DE9860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9860.degrees latitude (g = 980.6199 gals.).
 DE9860
 DE9860.The modeled gravity was interpolated from observed gravity values.
 DE9860
 DE9860;                    North         East    Units  Estimated Accuracy
 DE9860;SPC FL E     -   467,530.      189,620.      MT  (+/- 180 meters Scaled)
 DE9860
 DE9860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM896585(NAD 83)
 DE9860
 DE9860                          SUPERSEDED SURVEY CONTROL
 DE9860
 DE9860.No superseded survey control is available for this station.
 DE9860
 DE9860_MARKER: DD = SURVEY DISK
 DE9860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9860_STAMPING: B.M. 1401-20
 DE9860_MARK LOGO: SJRWMD
 DE9860_PROJECTION: FLUSH
 DE9860_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE9860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9860+STABILITY: SURFACE MOTION
 DE9860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9860+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2005
 DE9860
 DE9860  HISTORY     - Date     Condition        Report By
 DE9860  HISTORY     - 1997     MONUMENTED       SJRWMD
 DE9860  HISTORY     - 20050219 GOOD             FLDEP
 DE9860
 DE9860                          STATION DESCRIPTION
 DE9860
 DE9860'DESCRIBED BY ST JOHNS RIVER WATER MGMT DIST 1997 (JLM)
 DE9860'THE MARK IS IN BITHLO IN SECTION 27, TOWNSHIP 22 SOUTH, RANGE 32 EAST.
 DE9860'TO REACH THE MARK FROM THE JUNCTION OF STATE ROADS 419 (CHULUOTA ROAD)
 DE9860'AND 50 (EAST COLONIAL DRIVE) ON THE WEST SIDE OF BITHLO, GO EAST ON
 DE9860'STATE ROAD 50 FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF COUNTY ROAD 13
 DE9860'AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DE9860'FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 13. LOCATED 150.0 FT
 DE9860'(45.7 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF STATE ROAD
 DE9860'50, 64.5 FT (19.7 M) NORTH OF A DRIVEWAY LEADING INTO A TRAIL PARK,
 DE9860'49.0 FT (14.9 M) WEST OF THE APPROXMITE CENTERLINE OF COUNTY ROAD 13
 DE9860'AND 0.8 FT (24.4 CM) EAST OF A METAL WITNESS POST.
 DE9860
 DE9860                          STATION RECOVERY (2005)
 DE9860
 DE9860'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 DE9860'THE MARK IS IN BITHLO, IN SECTION 27, TOWNSHIP 22 SOUTH, RANGE 32
 DE9860'EAST.
 DE9860'
 DE9860'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 419 (CHULUOTA ROAD)
 DE9860'AND STATE  HIGHWAY 50 (EAST COLONIAL DRIVE) ON THE WEST SIDE OF
 DE9860'BITHLO, GO EASTERLY ON STATE  HIGHWAY 50 (EAST COLONIAL DRIVE) FOR 1.5
 DE9860'MI TO THE INTERSECTION OF COUNTY ROAD 13 AND THE  MARK ON THE RIGHT,
 DE9860'SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND  ABOUT
 DE9860'LEVEL WITH COUNTY ROAD 13.
 DE9860'
 DE9860'LOCATED 133.0 FT SOUTH OF THE SOUTH EDGE OF STATE HIGHWAY 50 EAST,
 DE9860'28.5 FT WEST OF THE  WEST EDGE OF COUNTY ROAD 13, 10.0 FT NORTH OF
 DE9860'POWER POLE NUMBER W1380 (148689 063462)  WITH 3 TRANSFORMER ATTACHED
 DE9860'AND 9.0 FT SOUTH OF A POWER POLE WITH 5 GUY WIRES  ATTACHED.
 DE9860'
 DE9860'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DE9860'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ8068 ***********************************************************************
 DJ8068  DESIGNATION -  1404A10 GPS
 DJ8068  PID         -  DJ8068
 DJ8068  STATE/COUNTY-  FL/PASCO
 DJ8068  COUNTRY     -  US
 DJ8068  USGS QUAD   -  MASARYKTOWN (2018)
 DJ8068
 DJ8068                         *CURRENT SURVEY CONTROL
 DJ8068  ______________________________________________________________________
 DJ8068* NAD 83(1986) POSITION- 28 23 40.     (N) 082 29 13.     (W)   SCALED
 DJ8068* NAVD 88 ORTHO HEIGHT -    20.052 (meters)       65.79  (feet) ADJUSTED
 DJ8068  ______________________________________________________________________
 DJ8068  GEOID HEIGHT    -        -26.130 (meters)                     GEOID18
 DJ8068  DYNAMIC HEIGHT  -         20.023 (meters)       65.69  (feet) COMP
 DJ8068  MODELED GRAVITY -    979,198.4   (mgal)                       NAVD 88
 DJ8068
 DJ8068  VERT ORDER      -  FIRST     CLASS II
 DJ8068
 DJ8068.The horizontal coordinates were scaled from a map and have
 DJ8068.an estimated accuracy of +/- 6 seconds.
 DJ8068
 DJ8068.The orthometric height was determined by differential leveling and
 DJ8068.adjusted by the NATIONAL GEODETIC SURVEY
 DJ8068.in August 2008.
 DJ8068
 DJ8068.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ8068.GEOID18 height accuracy estimate available here.
 DJ8068
 DJ8068.Click photographs - Photos may exist for this station.
 DJ8068
 DJ8068.The dynamic height is computed by dividing the NAVD 88
 DJ8068.geopotential number by the normal gravity value computed on the
 DJ8068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ8068.degrees latitude (g = 980.6199 gals.).
 DJ8068
 DJ8068.The modeled gravity was interpolated from observed gravity values.
 DJ8068
 DJ8068;                    North         East    Units  Estimated Accuracy
 DJ8068;SPC FL W     -   450,020.      152,280.      MT  (+/- 180 meters Scaled)
 DJ8068
 DJ8068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM543417(NAD 83)
 DJ8068
 DJ8068                          SUPERSEDED SURVEY CONTROL
 DJ8068
 DJ8068.No superseded survey control is available for this station.
 DJ8068
 DJ8068_MARKER: DD = SURVEY DISK
 DJ8068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ8068_STAMPING: 1404A10 GPS
 DJ8068_MARK LOGO: FLDT
 DJ8068_PROJECTION: FLUSH
 DJ8068_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ8068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ8068+STABILITY: SURFACE MOTION
 DJ8068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ8068+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2006
 DJ8068
 DJ8068  HISTORY     - Date     Condition        Report By
 DJ8068  HISTORY     - UNK      MONUMENTED       FLDT
 DJ8068  HISTORY     - 20060725 GOOD             FLDEP
 DJ8068
 DJ8068                          STATION DESCRIPTION
 DJ8068
 DJ8068'DESCRIBED BY FL DEPT OF ENV PRO 2006 (BPJ)
 DJ8068'THE MARK IS ABOUT 3.7 MI SOUTHWEST OF MASARYKTOWN, IN SECTION 15,
 DJ8068'TOWNSHIP 24 SOUTH,  RANGE 18 EAST.
 DJ8068'
 DJ8068'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND COUNTY
 DJ8068'LINE ROAD  (COUNTY ROAD 578) IN MASARYKTOWN, GO SOUTH ON U.S. HIGHWAY
 DJ8068'41 FOR 3.1 MI TO THE MARK ON  THE LEFT, SET IN THE TOP OF A ROUND
 DJ8068'CONCRETE MONUMENT FLUSH WITH THE GROUND AND  ABOUT 2.0 FT BELOW THE
 DJ8068'LEVEL OF U.S. HIGHWAY 41.
 DJ8068'
 DJ8068'LOCATED 149.0 FT SOUTH-SOUTHEAST OF POWER POLE NUMBER 730-110, 127.0
 DJ8068'NORTH-NORTHEAST  OF A WOODEN POWER POLE, 89.5 FT SOUTHEAST OF THE
 DJ8068'APPROXIMATE CENTERLINE OF U.S.  HIGHWAY 41, 1.9 FT WEST-NORTHWEST OF A
 DJ8068'BARB WIRE FENCE AND 1.0 FT WEST-NORTHWEST OF A  METAL FLDT WITNESS
 DJ8068'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0019 ***********************************************************************
 AL0019  DESIGNATION -  141
 AL0019  PID         -  AL0019
 AL0019  STATE/COUNTY-  FL/PINELLAS
 AL0019  COUNTRY     -  US
 AL0019  USGS QUAD   -  OLDSMAR (2018)
 AL0019
 AL0019                         *CURRENT SURVEY CONTROL
 AL0019  ______________________________________________________________________
 AL0019* NAD 83(1986) POSITION- 28 02 31.     (N) 082 40 17.     (W)   SCALED
 AL0019* NAVD 88 ORTHO HEIGHT -     3.048 (meters)       10.00  (feet) ADJUSTED
 AL0019  ______________________________________________________________________
 AL0019  GEOID HEIGHT    -        -24.964 (meters)                     GEOID18
 AL0019  DYNAMIC HEIGHT  -          3.043 (meters)        9.98  (feet) COMP
 AL0019  MODELED GRAVITY -    979,188.7   (mgal)                       NAVD 88
 AL0019
 AL0019  VERT ORDER      -  SECOND    CLASS II
 AL0019
 AL0019.The horizontal coordinates were scaled from a map and have
 AL0019.an estimated accuracy of +/- 6 seconds.
 AL0019
 AL0019.The orthometric height was determined by differential leveling and
 AL0019.adjusted by the NATIONAL GEODETIC SURVEY
 AL0019.in June 1991.
 AL0019
 AL0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0019.GEOID18 height accuracy estimate available here.
 AL0019
 AL0019.Click photographs - Photos may exist for this station.
 AL0019
 AL0019.The dynamic height is computed by dividing the NAVD 88
 AL0019.geopotential number by the normal gravity value computed on the
 AL0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0019.degrees latitude (g = 980.6199 gals.).
 AL0019
 AL0019.The modeled gravity was interpolated from observed gravity values.
 AL0019
 AL0019;                    North         East    Units  Estimated Accuracy
 AL0019;SPC FL W     -   411,040.      133,990.      MT  (+/- 180 meters Scaled)
 AL0019
 AL0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM357029(NAD 83)
 AL0019
 AL0019                          SUPERSEDED SURVEY CONTROL
 AL0019
 AL0019  NGVD 29 (??/??/92)    3.305  (m)           10.84   (f) ADJ UNCH    2 2
 AL0019
 AL0019.Superseded values are not recommended for survey control.
 AL0019
 AL0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0019.See file dsdata.pdf to determine how the superseded data were derived.
 AL0019
 AL0019_MARKER: DD = SURVEY DISK
 AL0019_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0019_SP_SET: HEADWALL
 AL0019_STAMPING: 141
 AL0019_MARK LOGO: FLSRD
 AL0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0019+STABILITY: SURFACE MOTION
 AL0019
 AL0019  HISTORY     - Date     Condition        Report By
 AL0019  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0019  HISTORY     - 1975     GOOD             FLDT
 AL0019
 AL0019                          STATION DESCRIPTION
 AL0019
 AL0019'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0019'AT OLDSMAR.
 AL0019'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0019'AND S.R. 584, RUN EASTERLY ON S.R. 584 FOR 1.5 MILE.  STATION ON
 AL0019'LEFT, 26.0 FT. NORTH OF THE CENTERLINE OF S.R. 584, 40.5 FT. EAST
 AL0019'OF THE EXTENDED CENTERLINE OF FIELD ENTRANCE, 77.5 FT. NW OF A
 AL0019'POWER POLE, NO NUMBER, 77.0 FT. W/SW OF A TELEPHONE POLE.  SET
 AL0019'IN THE TOP OF A CONCRETE HEADWALL.  SECTION 23, T28S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0020 ***********************************************************************
 AL0020  DESIGNATION -  142
 AL0020  PID         -  AL0020
 AL0020  STATE/COUNTY-  FL/PINELLAS
 AL0020  COUNTRY     -  US
 AL0020  USGS QUAD   -  OLDSMAR (2018)
 AL0020
 AL0020                         *CURRENT SURVEY CONTROL
 AL0020  ______________________________________________________________________
 AL0020* NAD 83(1986) POSITION- 28 02 31.     (N) 082 40 17.     (W)   SCALED
 AL0020* NAVD 88 ORTHO HEIGHT -     2.996 (meters)        9.83  (feet) ADJUSTED
 AL0020  ______________________________________________________________________
 AL0020  GEOID HEIGHT    -        -24.964 (meters)                     GEOID18
 AL0020  DYNAMIC HEIGHT  -          2.992 (meters)        9.82  (feet) COMP
 AL0020  MODELED GRAVITY -    979,188.7   (mgal)                       NAVD 88
 AL0020
 AL0020  VERT ORDER      -  SECOND    CLASS II
 AL0020
 AL0020.The horizontal coordinates were scaled from a map and have
 AL0020.an estimated accuracy of +/- 6 seconds.
 AL0020
 AL0020.The orthometric height was determined by differential leveling and
 AL0020.adjusted by the NATIONAL GEODETIC SURVEY
 AL0020.in June 1991.
 AL0020
 AL0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0020.GEOID18 height accuracy estimate available here.
 AL0020
 AL0020.Click photographs - Photos may exist for this station.
 AL0020
 AL0020.The dynamic height is computed by dividing the NAVD 88
 AL0020.geopotential number by the normal gravity value computed on the
 AL0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0020.degrees latitude (g = 980.6199 gals.).
 AL0020
 AL0020.The modeled gravity was interpolated from observed gravity values.
 AL0020
 AL0020;                    North         East    Units  Estimated Accuracy
 AL0020;SPC FL W     -   411,040.      133,990.      MT  (+/- 180 meters Scaled)
 AL0020
 AL0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM357029(NAD 83)
 AL0020
 AL0020                          SUPERSEDED SURVEY CONTROL
 AL0020
 AL0020  NGVD 29 (??/??/92)    3.253  (m)           10.67   (f) ADJ UNCH    2 2
 AL0020
 AL0020.Superseded values are not recommended for survey control.
 AL0020
 AL0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0020.See file dsdata.pdf to determine how the superseded data were derived.
 AL0020
 AL0020_MARKER: DD = SURVEY DISK
 AL0020_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0020_SP_SET: CULVERT HEADWALL
 AL0020_STAMPING: 142
 AL0020_MARK LOGO: FLSRD
 AL0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0020+STABILITY: SURFACE MOTION
 AL0020
 AL0020  HISTORY     - Date     Condition        Report By
 AL0020  HISTORY     - UNK      MONUMENTED       FLSRD
 AL0020  HISTORY     - 1975     GOOD             FLDT
 AL0020
 AL0020                          STATION DESCRIPTION
 AL0020
 AL0020'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0020'AT OLDSMAR.
 AL0020'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0020'AND S.R. 584, RUN EASTERLY ON S.R. 584 FOR 1.6 MILE.  STATION ON
 AL0020'RIGHT, 28.3 FT. SOUTH OF THE CENTERLINE OF S.R. 584, 74.5 FT.
 AL0020'EAST OF A POWER POLE, NO NUMBER.  SET IN THE TOP OF A CONCRETE
 AL0020'HEADWALL.  SECTION 23, T28S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0016 ***********************************************************************
 AG0016  DESIGNATION -  142
 AG0016  PID         -  AG0016
 AG0016  STATE/COUNTY-  FL/PINELLAS
 AG0016  COUNTRY     -  US
 AG0016  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0016
 AG0016                         *CURRENT SURVEY CONTROL
 AG0016  ______________________________________________________________________
 AG0016* NAD 83(1986) POSITION- 27 48 25.     (N) 082 40 47.     (W)   SCALED
 AG0016* NAVD 88 ORTHO HEIGHT -    15.342 (meters)       50.33  (feet) ADJUSTED
 AG0016  ______________________________________________________________________
 AG0016  GEOID HEIGHT    -        -24.517 (meters)                     GEOID18
 AG0016  DYNAMIC HEIGHT  -         15.319 (meters)       50.26  (feet) COMP
 AG0016  MODELED GRAVITY -    979,177.9   (mgal)                       NAVD 88
 AG0016
 AG0016  VERT ORDER      -  SECOND    CLASS II
 AG0016
 AG0016.The horizontal coordinates were scaled from a map and have
 AG0016.an estimated accuracy of +/- 6 seconds.
 AG0016
 AG0016.The orthometric height was determined by differential leveling and
 AG0016.adjusted by the NATIONAL GEODETIC SURVEY
 AG0016.in June 1991.
 AG0016
 AG0016.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0016.GEOID18 height accuracy estimate available here.
 AG0016
 AG0016.Click photographs - Photos may exist for this station.
 AG0016
 AG0016.The dynamic height is computed by dividing the NAVD 88
 AG0016.geopotential number by the normal gravity value computed on the
 AG0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0016.degrees latitude (g = 980.6199 gals.).
 AG0016
 AG0016.The modeled gravity was interpolated from observed gravity values.
 AG0016
 AG0016;                    North         East    Units  Estimated Accuracy
 AG0016;SPC FL W     -   385,000.      133,030.      MT  (+/- 180 meters Scaled)
 AG0016
 AG0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345769(NAD 83)
 AG0016
 AG0016                          SUPERSEDED SURVEY CONTROL
 AG0016
 AG0016  NGVD 29 (??/??/92)   15.606  (m)           51.20   (f) ADJ UNCH    2 2
 AG0016
 AG0016.Superseded values are not recommended for survey control.
 AG0016
 AG0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0016.See file dsdata.pdf to determine how the superseded data were derived.
 AG0016
 AG0016_MARKER: DD = SURVEY DISK
 AG0016_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0016_SP_SET: LANE DIVIDER
 AG0016_MARK LOGO: FL2730
 AG0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0016+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2008
 AG0016
 AG0016  HISTORY     - Date     Condition        Report By
 AG0016  HISTORY     - UNK      MONUMENTED       FL2730
 AG0016  HISTORY     - 1976     GOOD             FLDT
 AG0016  HISTORY     - 1977     GOOD             FL-103
 AG0016  HISTORY     - 19980416 GOOD             USPSQD
 AG0016  HISTORY     - 20030326 GOOD             USPSQD
 AG0016  HISTORY     - 20080226 GOOD             YOUNG
 AG0016  HISTORY     - 20090112 GOOD             PINCPW
 AG0016
 AG0016                          STATION DESCRIPTION
 AG0016
 AG0016'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0016'AT ST PETERSBURG.
 AG0016'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND PARK
 AG0016'BLVD. (SR 694, 74 AVE).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 2.45
 AG0016'MILE TO 38 AVE. N.  STATION ON LEFT, 62.5 FT. EAST OF THE
 AG0016'CENTERLINE OF U.S. HWY. 19, AT THE CENTERLINE OF 38 AVE. N.,
 AG0016'1.5 FEET EAST OF THE WEST END OF A 2 FOOT CONCRETE LANE DIVIDER.
 AG0016'SET IN THE TOP OF THE LANE DIVIDER.  SECTION 11, T30S, R16E.
 AG0016
 AG0016                          STATION RECOVERY (1977)
 AG0016
 AG0016'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0016'RECOVERED IN GOOD CONDITION.
 AG0016
 AG0016                          STATION RECOVERY (1998)
 AG0016
 AG0016'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0016'RECOVERED IN GOOD CONDITION.
 AG0016
 AG0016                          STATION RECOVERY (2003)
 AG0016
 AG0016'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG0016'RECOVERED IN GOOD CONDITION.
 AG0016
 AG0016                          STATION RECOVERY (2008)
 AG0016
 AG0016'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2008 (NC)
 AG0016'RECOVERED IN GOOD CONDITION.
 AG0016
 AG0016                          STATION RECOVERY (2009)
 AG0016
 AG0016'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2009 (BE)
 AG0016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4693 ***********************************************************************
 DP4693  DESIGNATION -  142 A
 DP4693  PID         -  DP4693
 DP4693  STATE/COUNTY-  FL/DE SOTO
 DP4693  COUNTRY     -  US
 DP4693  USGS QUAD   -  ARCADIA SE (2018)
 DP4693
 DP4693                         *CURRENT SURVEY CONTROL
 DP4693  ______________________________________________________________________
 DP4693* NAD 83(1986) POSITION- 27 03 05.7    (N) 081 47 02.3    (W)   HD_HELD2
 DP4693* NAVD 88 ORTHO HEIGHT -    14.696 (meters)       48.22  (feet) ADJUSTED
 DP4693  ______________________________________________________________________
 DP4693  GEOID HEIGHT    -        -24.446 (meters)                     GEOID18
 DP4693  DYNAMIC HEIGHT  -         14.673 (meters)       48.14  (feet) COMP
 DP4693  MODELED GRAVITY -    979,111.8   (mgal)                       NAVD 88
 DP4693
 DP4693  VERT ORDER      -  FIRST     CLASS II
 DP4693
 DP4693.The horizontal coordinates were established by autonomous hand held GPS
 DP4693.observations and have an estimated accuracy of +/- 10 meters.
 DP4693
 DP4693.The orthometric height was determined by differential leveling and
 DP4693.adjusted by the NATIONAL GEODETIC SURVEY
 DP4693.in February 2015.
 DP4693
 DP4693.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4693.GEOID18 height accuracy estimate available here.
 DP4693
 DP4693.Click photographs - Photos may exist for this station.
 DP4693
 DP4693.The dynamic height is computed by dividing the NAVD 88
 DP4693.geopotential number by the normal gravity value computed on the
 DP4693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4693.degrees latitude (g = 980.6199 gals.).
 DP4693
 DP4693.The modeled gravity was interpolated from observed gravity values.
 DP4693
 DP4693;                    North         East    Units  Estimated Accuracy
 DP4693;SPC FL W     -   301,138.      221,431.      MT  (+/- 10 meters HH2 GPS)
 DP4693
 DP4693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2225292390(NAD 83)
 DP4693
 DP4693                          SUPERSEDED SURVEY CONTROL
 DP4693
 DP4693.No superseded survey control is available for this station.
 DP4693
 DP4693_MARKER: DD = SURVEY DISK
 DP4693_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP4693_SP_SET: BRIDGE GUARD RAIL
 DP4693_STAMPING: BM142A
 DP4693_MARK LOGO: FLDT
 DP4693_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4693_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4693+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2013
 DP4693
 DP4693  HISTORY     - Date     Condition        Report By
 DP4693  HISTORY     - UNK      MONUMENTED       FLDT
 DP4693  HISTORY     - 20131219 GOOD             FLDEP
 DP4693
 DP4693                          STATION DESCRIPTION
 DP4693
 DP4693'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4693'THE MARK IS ABOUT 10.6 MI (17.1 KM) EAST-SOUTHEAST OF FORT OGDEN, 9.6
 DP4693'MI (15.4 KM) SOUTHEAST OF NOCATEE, 7.5 MI (12.1 KM) NORTH OF BERMONT,
 DP4693'IN SECTION 26, TOWNSHIP 39 SOUTH, RANGE 25 EAST.
 DP4693'
 DP4693'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 31 AND THE
 DP4693'DESOTO-CHARLOTTE COUNTY LINE ABOUT 13.0 MI (20.9 KM) SOUTHEAST OF
 DP4693'ARCADIA, GO NORTHWEST ON STATE ROAD 31 FOR 1.45 MI (2.3 KM) TO THE
 DP4693'SOUTHEAST CORNER OF THE PRARIE CREEK BRIDGE ON THE RIGHT AND THE MARK
 DP4693'ON THE RIGHT, SET IN THE TOP OF A CONCRETE GUARD RAIL ABOUT 2.8 FT
 DP4693'(0.9 M) ABOVE THE LEVEL OF STATE ROAD 31.
 DP4693'
 DP4693'LOCATED 136.0 FT (41.5 M) SOUTHEAST OF A USGS STREAM GAUGE, 22.6 FT
 DP4693'(6.9 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 31, 11.2
 DP4693'FT (3.4 M) NORTHWEST OF THE SOUTHEAST END OF A CONCRETE GUARD RAIL AND
 DP4693'10.7 FT (3.3 M) NORTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4692 ***********************************************************************
 DP4692  DESIGNATION -  142 B
 DP4692  PID         -  DP4692
 DP4692  STATE/COUNTY-  FL/DE SOTO
 DP4692  COUNTRY     -  US
 DP4692  USGS QUAD   -  ARCADIA SE (2018)
 DP4692
 DP4692                         *CURRENT SURVEY CONTROL
 DP4692  ______________________________________________________________________
 DP4692* NAD 83(1986) POSITION- 27 03 08.1    (N) 081 47 04.5    (W)   HD_HELD2
 DP4692* NAVD 88 ORTHO HEIGHT -    14.701 (meters)       48.23  (feet) ADJUSTED
 DP4692  ______________________________________________________________________
 DP4692  GEOID HEIGHT    -        -24.446 (meters)                     GEOID18
 DP4692  DYNAMIC HEIGHT  -         14.678 (meters)       48.16  (feet) COMP
 DP4692  MODELED GRAVITY -    979,111.9   (mgal)                       NAVD 88
 DP4692
 DP4692  VERT ORDER      -  FIRST     CLASS II
 DP4692
 DP4692.The horizontal coordinates were established by autonomous hand held GPS
 DP4692.observations and have an estimated accuracy of +/- 10 meters.
 DP4692
 DP4692.The orthometric height was determined by differential leveling and
 DP4692.adjusted by the NATIONAL GEODETIC SURVEY
 DP4692.in February 2015.
 DP4692
 DP4692.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4692.GEOID18 height accuracy estimate available here.
 DP4692
 DP4692.Click photographs - Photos may exist for this station.
 DP4692
 DP4692.The dynamic height is computed by dividing the NAVD 88
 DP4692.geopotential number by the normal gravity value computed on the
 DP4692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4692.degrees latitude (g = 980.6199 gals.).
 DP4692
 DP4692.The modeled gravity was interpolated from observed gravity values.
 DP4692
 DP4692;                    North         East    Units  Estimated Accuracy
 DP4692;SPC FL W     -   301,211.      221,370.      MT  (+/- 10 meters HH2 GPS)
 DP4692
 DP4692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2219192464(NAD 83)
 DP4692
 DP4692                          SUPERSEDED SURVEY CONTROL
 DP4692
 DP4692.No superseded survey control is available for this station.
 DP4692
 DP4692_MARKER: DD = SURVEY DISK
 DP4692_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP4692_SP_SET: BRIDGE GUARD RAIL
 DP4692_STAMPING: B M 1 4 2 B
 DP4692_MARK LOGO: FLDT
 DP4692_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4692_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4692+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2013
 DP4692
 DP4692  HISTORY     - Date     Condition        Report By
 DP4692  HISTORY     - UNK      MONUMENTED       FLDT
 DP4692  HISTORY     - 20131219 GOOD             FLDEP
 DP4692
 DP4692                          STATION DESCRIPTION
 DP4692
 DP4692'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4692'THE MARK IS ABOUT 10.6 MI (17.1 KM) EAST-SOUTHEAST OF FORT OGDEN, 9.6
 DP4692'MI (15.4 KM) SOUTHEAST OF NOCATEE, 7.5 MI (12.1 KM) NORTH OF BERMONT,
 DP4692'IN SECTION 26, TOWNSHIP 39 SOUTH, RANGE 25 EAST.
 DP4692'
 DP4692'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 31 AND THE
 DP4692'DESOTO-CHARLOTTE COUNTY LINE ABOUT 13.0 MI (20.9 KM) SOUTHEAST OF
 DP4692'ARCADIA, GO NORTHWEST ON STATE ROAD 31 FOR 1.5 MI (2.4 KM) TO THE
 DP4692'NORTHWEST CORNER OF THE PRARIE CREEK BRIDGE ON THE LEFT AND THE MARK
 DP4692'ON THE LEFT, SET IN THE TOP OF A CONCRETE GUARD RAIL ABOUT 2.8 FT (0.9
 DP4692'M) ABOVE THE LEVEL OF STATE ROAD 31.
 DP4692'
 DP4692'LOCATED 172.0 FT (52.4 M) NORTH-NORTHWEST OF A USGS STREAM GAUGE, 22.9
 DP4692'FT (7.0 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 31,
 DP4692'11.1 FT (3.4 M) SOUTHEAST OF THE NORTHWEST END OF A CONCRETE GUARD
 DP4692'RAIL AND 10.4 FT (3.2 M) SOUTHEAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0021 ***********************************************************************
 AL0021  DESIGNATION -  143
 AL0021  PID         -  AL0021
 AL0021  STATE/COUNTY-  FL/PINELLAS
 AL0021  COUNTRY     -  US
 AL0021  USGS QUAD   -  OLDSMAR (2018)
 AL0021
 AL0021                         *CURRENT SURVEY CONTROL
 AL0021  ______________________________________________________________________
 AL0021* NAD 83(1986) POSITION- 28 02 11.     (N) 082 39 23.     (W)   SCALED
 AL0021* NAVD 88 ORTHO HEIGHT -     2.694 (meters)        8.84  (feet) ADJUSTED
 AL0021  ______________________________________________________________________
 AL0021  GEOID HEIGHT    -        -24.968 (meters)                     GEOID18
 AL0021  DYNAMIC HEIGHT  -          2.690 (meters)        8.83  (feet) COMP
 AL0021  MODELED GRAVITY -    979,188.7   (mgal)                       NAVD 88
 AL0021
 AL0021  VERT ORDER      -  SECOND    CLASS II
 AL0021
 AL0021.The horizontal coordinates were scaled from a map and have
 AL0021.an estimated accuracy of +/- 6 seconds.
 AL0021
 AL0021.The orthometric height was determined by differential leveling and
 AL0021.adjusted by the NATIONAL GEODETIC SURVEY
 AL0021.in June 1991.
 AL0021
 AL0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0021.GEOID18 height accuracy estimate available here.
 AL0021
 AL0021.Click photographs - Photos may exist for this station.
 AL0021
 AL0021.The dynamic height is computed by dividing the NAVD 88
 AL0021.geopotential number by the normal gravity value computed on the
 AL0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0021.degrees latitude (g = 980.6199 gals.).
 AL0021
 AL0021.The modeled gravity was interpolated from observed gravity values.
 AL0021
 AL0021;                    North         East    Units  Estimated Accuracy
 AL0021;SPC FL W     -   410,420.      135,460.      MT  (+/- 180 meters Scaled)
 AL0021
 AL0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM371023(NAD 83)
 AL0021
 AL0021                          SUPERSEDED SURVEY CONTROL
 AL0021
 AL0021  NGVD 29 (??/??/92)    2.950  (m)            9.68   (f) ADJ UNCH    2 2
 AL0021
 AL0021.Superseded values are not recommended for survey control.
 AL0021
 AL0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0021.See file dsdata.pdf to determine how the superseded data were derived.
 AL0021
 AL0021_MARKER: DD = SURVEY DISK
 AL0021_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0021_SP_SET: HEADWALL
 AL0021_STAMPING: 143
 AL0021_MARK LOGO: FLHD
 AL0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0021+STABILITY: SURFACE MOTION
 AL0021
 AL0021  HISTORY     - Date     Condition        Report By
 AL0021  HISTORY     - 1975     MONUMENTED       FLHD
 AL0021  HISTORY     - 1975     GOOD             FLDT
 AL0021  HISTORY     - 1978     GOOD             FL-103
 AL0021
 AL0021                          STATION DESCRIPTION
 AL0021
 AL0021'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0021'AT OLDSMAR.
 AL0021'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0021'AND S.R. 584, RUN EASTERLY ON S.R. 584 FOR 2.45 MILE.  STATION
 AL0021'ON RIGHT, 22.7 FT. SOUTH OF THE CENTERLINE OF S.R. 584, 94.5 FT.
 AL0021'NW OF A POWER POLE, NO NUMBER.  SET IN THE TOP OF A CONCRETE
 AL0021'HEADWALL.  SECTION 24, T28S, R16E.
 AL0021
 AL0021                          STATION RECOVERY (1978)
 AL0021
 AL0021'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AL0021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1782 ***********************************************************************
 DL1782  DESIGNATION -  143
 DL1782  PID         -  DL1782
 DL1782  STATE/COUNTY-  FL/SARASOTA
 DL1782  COUNTRY     -  US
 DL1782  USGS QUAD   -  SARASOTA (2018)
 DL1782
 DL1782                         *CURRENT SURVEY CONTROL
 DL1782  ______________________________________________________________________
 DL1782* NAD 83(1986) POSITION- 27 21 17.     (N) 082 32 50.     (W)   SCALED
 DL1782* NAVD 88 ORTHO HEIGHT -     3.239 (meters)       10.63  (feet) ADJUSTED
 DL1782  ______________________________________________________________________
 DL1782  GEOID HEIGHT    -        -24.386 (meters)                     GEOID18
 DL1782  DYNAMIC HEIGHT  -          3.235 (meters)       10.61  (feet) COMP
 DL1782  MODELED GRAVITY -    979,131.0   (mgal)                       NAVD 88
 DL1782
 DL1782  VERT ORDER      -  FIRST     CLASS II
 DL1782
 DL1782.The horizontal coordinates were scaled from a map and have
 DL1782.an estimated accuracy of +/- 6 seconds.
 DL1782
 DL1782.The orthometric height was determined by differential leveling and
 DL1782.adjusted by the NATIONAL GEODETIC SURVEY
 DL1782.in July 2009.
 DL1782
 DL1782.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1782.GEOID18 height accuracy estimate available here.
 DL1782
 DL1782.Click photographs - Photos may exist for this station.
 DL1782
 DL1782.The dynamic height is computed by dividing the NAVD 88
 DL1782.geopotential number by the normal gravity value computed on the
 DL1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1782.degrees latitude (g = 980.6199 gals.).
 DL1782
 DL1782.The modeled gravity was interpolated from observed gravity values.
 DL1782
 DL1782;                    North         East    Units  Estimated Accuracy
 DL1782;SPC FL W     -   334,830.      145,860.      MT  (+/- 180 meters Scaled)
 DL1782
 DL1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL469266(NAD 83)
 DL1782
 DL1782                          SUPERSEDED SURVEY CONTROL
 DL1782
 DL1782.No superseded survey control is available for this station.
 DL1782
 DL1782_MARKER: DD = SURVEY DISK
 DL1782_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL1782_SP_SET: BRIDGE ABUTMENT
 DL1782_STAMPING: 143
 DL1782_MARK LOGO: FLSRD
 DL1782_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1782+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2019
 DL1782
 DL1782  HISTORY     - Date     Condition        Report By
 DL1782  HISTORY     - UNK      MONUMENTED       FLSRD
 DL1782  HISTORY     - 20070925 GOOD             FLDEP
 DL1782  HISTORY     - 20150615 GOOD             GEOCAC
 DL1782  HISTORY     - 20190701 GOOD             CITSAR
 DL1782
 DL1782                          STATION DESCRIPTION
 DL1782
 DL1782'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL1782'THE MARK IS IN SARASOTA, NEAR THE INTERSECTION OF NORTH TAMIAMI TRAIL
 DL1782'(U.S. HIGHWAY 41) AND 10TH STREET, IN SECTION 13, TOWNSHIP 36 SOUTH,
 DL1782'RANGE 17 EAST.
 DL1782'
 DL1782'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (NORTH TAMIAMI
 DL1782'TRAIL) AND UNIVERSITY PARKWAY (COUNTY ROAD 610) IN SARASOTA, GO SOUTH
 DL1782'ON U.S. HIGHWAY 41 (NORTH TAMIAMI TRAIL) FOR 1.9 MI (0.6 KM) TO THE
 DL1782'NORTH END OF BRIDGE NUMBER 170920 SPANNING THE WHITAKER BAYOU AND THE
 DL1782'MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE NORTHWEST CORNER OF THE
 DL1782'BRIDGE ABUTMENT AND ABOUT 0.5 FT (0.2 M) ABOVE THE LEVEL OF NORTH
 DL1782'TAMIAMI TRAIL.
 DL1782'
 DL1782'LOCATED 197.0 FT (60.0 M) SOUTH OF THE CENTERLINE OF SYLVAN DRIVE,
 DL1782'20.2 FT (6.2 M) WEST-SOUTHWEST OF THE CENTERLINE OF NORTH TAMIAMI
 DL1782'TRAIL SOUTHBOUND LANES AND 0.1 FT (0.0 M) EAST OF THE WEST EDGE OF THE
 DL1782'ABUTMENT.
 DL1782
 DL1782                          STATION RECOVERY (2015)
 DL1782
 DL1782'RECOVERY NOTE BY GEOCACHING 2015 (JGD)
 DL1782'SLIGHTLY CORRODED AND DISCOLORATION WITH SOME WRITING RUBBED OFF, BUT
 DL1782'STILL RELATIVELY GOOD CONDITION.
 DL1782
 DL1782                          STATION RECOVERY (2019)
 DL1782
 DL1782'RECOVERY NOTE BY CITY OF SARASOTA FLORIDA 2019 (RRH)
 DL1782'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0017 ***********************************************************************
 AG0017  DESIGNATION -  144
 AG0017  PID         -  AG0017
 AG0017  STATE/COUNTY-  FL/PINELLAS
 AG0017  COUNTRY     -  US
 AG0017  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0017
 AG0017                         *CURRENT SURVEY CONTROL
 AG0017  ______________________________________________________________________
 AG0017* NAD 83(1986) POSITION- 27 57 45.06   (N) 082 41 05.70   (W)   HD_HELD1
 AG0017* NAVD 88 ORTHO HEIGHT -     1.323 (meters)        4.34  (feet) ADJUSTED
 AG0017  ______________________________________________________________________
 AG0017  GEOID HEIGHT    -        -24.792 (meters)                     GEOID18
 AG0017  DYNAMIC HEIGHT  -          1.321 (meters)        4.33  (feet) COMP
 AG0017  MODELED GRAVITY -    979,187.6   (mgal)                       NAVD 88
 AG0017
 AG0017  VERT ORDER      -  SECOND    CLASS II
 AG0017
 AG0017.The horizontal coordinates were determined by differentially corrected
 AG0017.hand held GPS observations or other comparable positioning techniques
 AG0017.and have an estimated accuracy of +/- 3 meters.
 AG0017
 AG0017.The orthometric height was determined by differential leveling and
 AG0017.adjusted by the NATIONAL GEODETIC SURVEY
 AG0017.in June 1991.
 AG0017
 AG0017.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0017.GEOID18 height accuracy estimate available here.
 AG0017
 AG0017.Click photographs - Photos may exist for this station.
 AG0017
 AG0017.The dynamic height is computed by dividing the NAVD 88
 AG0017.geopotential number by the normal gravity value computed on the
 AG0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0017.degrees latitude (g = 980.6199 gals.).
 AG0017
 AG0017.The modeled gravity was interpolated from observed gravity values.
 AG0017
 AG0017;                    North         East    Units  Estimated Accuracy
 AG0017;SPC FL W     -   402,244.2     132,610.1     MT  (+/- 3 meters HH1 GPS) 
 AG0017
 AG0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3426394193(NAD 83)
 AG0017
 AG0017                          SUPERSEDED SURVEY CONTROL
 AG0017
 AG0017  NGVD 29 (??/??/92)    1.584  (m)            5.20   (f) ADJ UNCH    2 2
 AG0017
 AG0017.Superseded values are not recommended for survey control.
 AG0017
 AG0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0017.See file dsdata.pdf to determine how the superseded data were derived.
 AG0017
 AG0017_MARKER: DD = SURVEY DISK
 AG0017_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0017_SP_SET: SEAWALL
 AG0017_STAMPING: 144
 AG0017_MARK LOGO: FLHD
 AG0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0017+STABILITY: SURFACE MOTION
 AG0017
 AG0017  HISTORY     - Date     Condition        Report By
 AG0017  HISTORY     - UNK      MONUMENTED       FLHD
 AG0017  HISTORY     - 1975     GOOD             FLDT
 AG0017  HISTORY     - 20080821 GOOD             PINCPW
 AG0017
 AG0017                          STATION DESCRIPTION
 AG0017
 AG0017'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0017'AT CLEARWATER.
 AG0017'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND S.R. 60
 AG0017'(GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 6.85 MILES.
 AG0017'STATION ON RIGHT, 66.1 FT. SOUTH OF THE CENTERLINE OF S.R. 60.
 AG0017'SET IN TOP OF THE CONCRETE SEAWALL.  SECTION 15, T29S, R16E.
 AG0017
 AG0017                          STATION RECOVERY (2008)
 AG0017
 AG0017'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0018 ***********************************************************************
 AG0018  DESIGNATION -  145
 AG0018  PID         -  AG0018
 AG0018  STATE/COUNTY-  FL/PINELLAS
 AG0018  COUNTRY     -  US
 AG0018  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0018
 AG0018                         *CURRENT SURVEY CONTROL
 AG0018  ______________________________________________________________________
 AG0018* NAD 83(1986) POSITION- 27 57 49.     (N) 082 40 47.     (W)   SCALED
 AG0018* NAVD 88 ORTHO HEIGHT -     5.091 (meters)       16.70  (feet) ADJUSTED
 AG0018  ______________________________________________________________________
 AG0018  GEOID HEIGHT    -        -24.801 (meters)                     GEOID18
 AG0018  DYNAMIC HEIGHT  -          5.084 (meters)       16.68  (feet) COMP
 AG0018  MODELED GRAVITY -    979,187.7   (mgal)                       NAVD 88
 AG0018
 AG0018  VERT ORDER      -  SECOND    CLASS II
 AG0018
 AG0018.The horizontal coordinates were scaled from a map and have
 AG0018.an estimated accuracy of +/- 6 seconds.
 AG0018
 AG0018.The orthometric height was determined by differential leveling and
 AG0018.adjusted by the NATIONAL GEODETIC SURVEY
 AG0018.in June 1991.
 AG0018
 AG0018.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0018.GEOID18 height accuracy estimate available here.
 AG0018
 AG0018.Click photographs - Photos may exist for this station.
 AG0018
 AG0018.The dynamic height is computed by dividing the NAVD 88
 AG0018.geopotential number by the normal gravity value computed on the
 AG0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0018.degrees latitude (g = 980.6199 gals.).
 AG0018
 AG0018.The modeled gravity was interpolated from observed gravity values.
 AG0018
 AG0018;                    North         East    Units  Estimated Accuracy
 AG0018;SPC FL W     -   402,360.      133,120.      MT  (+/- 180 meters Scaled)
 AG0018
 AG0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL347943(NAD 83)
 AG0018
 AG0018                          SUPERSEDED SURVEY CONTROL
 AG0018
 AG0018  NGVD 29 (??/??/92)    5.353  (m)           17.56   (f) ADJ UNCH    2 2
 AG0018
 AG0018.Superseded values are not recommended for survey control.
 AG0018
 AG0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0018.See file dsdata.pdf to determine how the superseded data were derived.
 AG0018
 AG0018_MARKER: DD = SURVEY DISK
 AG0018_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0018_SP_SET: BRIDGE HANDRAIL
 AG0018_STAMPING: 145
 AG0018_MARK LOGO: FLHD
 AG0018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0018
 AG0018  HISTORY     - Date     Condition        Report By
 AG0018  HISTORY     - UNK      MONUMENTED       FLHD
 AG0018  HISTORY     - 1975     GOOD             FLDT
 AG0018
 AG0018                          STATION DESCRIPTION
 AG0018
 AG0018'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0018'AT CLEARWATER.
 AG0018'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND S.R.
 AG0018'60 (GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 3.2 MILES.
 AG0018'STATION ON RIGHT, IN THE SW CORNER OF BRIDGE.  SET IN TOP OF
 AG0018'CONCRETE HANDRAIL.  SECTION 14, T29S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7640 ***********************************************************************
 AI7640  DESIGNATION -  1458 15
 AI7640  PID         -  AI7640
 AI7640  STATE/COUNTY-  FL/MARION
 AI7640  COUNTRY     -  US
 AI7640  USGS QUAD   -  MCINTOSH (2018)
 AI7640
 AI7640                         *CURRENT SURVEY CONTROL
 AI7640  ______________________________________________________________________
 AI7640* NAD 83(1986) POSITION- 29 25 38.5    (N) 082 13 08.5    (W)   HD_HELD2
 AI7640* NAVD 88 ORTHO HEIGHT -    24.583 (meters)       80.65  (feet) ADJUSTED
 AI7640  ______________________________________________________________________
 AI7640  GEOID HEIGHT    -        -27.883 (meters)                     GEOID18
 AI7640  DYNAMIC HEIGHT  -         24.549 (meters)       80.54  (feet) COMP
 AI7640  MODELED GRAVITY -    979,272.5   (mgal)                       NAVD 88
 AI7640
 AI7640  VERT ORDER      -  SECOND    CLASS I
 AI7640
 AI7640.The horizontal coordinates were established by autonomous hand held GPS
 AI7640.observations and have an estimated accuracy of +/- 10 meters.
 AI7640
 AI7640.The orthometric height was determined by differential leveling and
 AI7640.adjusted by the NATIONAL GEODETIC SURVEY
 AI7640.in January 2001.
 AI7640
 AI7640.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7640.GEOID18 height accuracy estimate available here.
 AI7640
 AI7640.Click photographs - Photos may exist for this station.
 AI7640
 AI7640.The dynamic height is computed by dividing the NAVD 88
 AI7640.geopotential number by the normal gravity value computed on the
 AI7640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7640.degrees latitude (g = 980.6199 gals.).
 AI7640
 AI7640.The modeled gravity was interpolated from observed gravity values.
 AI7640
 AI7640;                    North         East    Units  Estimated Accuracy
 AI7640;SPC FL W     -   564,416.      178,748.      MT  (+/- 10 meters HH2 GPS)
 AI7640
 AI7640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8175355953(NAD 83)
 AI7640
 AI7640                          SUPERSEDED SURVEY CONTROL
 AI7640
 AI7640.No superseded survey control is available for this station.
 AI7640
 AI7640_MARKER: DD = SURVEY DISK
 AI7640_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI7640_SP_SET: HEADWALL
 AI7640_STAMPING: BM 1458-15
 AI7640_MARK LOGO: SJRWMD
 AI7640_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7640+STABILITY: SURFACE MOTION
 AI7640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7640+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1998
 AI7640
 AI7640  HISTORY     - Date     Condition        Report By
 AI7640  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7640  HISTORY     - 19980604 GOOD             FLDEP
 AI7640
 AI7640                          STATION DESCRIPTION
 AI7640
 AI7640'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7640'THE MARK IS ON THE SOUTHWEST SIDE OF ORANGE LAKE, ABOUT 6.5 MI (10.5
 AI7640'KM) NORTHWEST OF CITRA, 1.55 MI (2.49 KM) SOUTH OF MCINTOSH IN SECTION
 AI7640'21, TOWNSHIP 12 SOUTH, RANGE 21 EAST. TO REACH THE MARK FROM THE
 AI7640'JUNCTION OF STATE ROAD 320 (AVENUE G) AND U.S. HIGHWAY 441 (9TH
 AI7640'STREET) IN MCINTOSH, GO SOUTH ON U.S. HIGHWAY 441 FOR 1.55 MI (2.49
 AI7640'KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE HEADWALL
 AI7640'FLUSH WITH THE GROUND AND LEVEL WITH NORTHWEST 191 PLACE. LOCATED 80.0
 AI7640'FT (24.4 M) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AI7640'U.S. HIGHWAY 441 AND 35.0 FT (10.7 M) NORTH OF THE CENTERLINE OF
 AI7640'NORTHWEST 191 PLACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0019 ***********************************************************************
 AG0019  DESIGNATION -  146
 AG0019  PID         -  AG0019
 AG0019  STATE/COUNTY-  FL/PINELLAS
 AG0019  COUNTRY     -  US
 AG0019  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0019
 AG0019                         *CURRENT SURVEY CONTROL
 AG0019  ______________________________________________________________________
 AG0019* NAD 83(1986) POSITION- 27 57 49.     (N) 082 40 41.     (W)   SCALED
 AG0019* NAVD 88 ORTHO HEIGHT -     5.093 (meters)       16.71  (feet) ADJUSTED
 AG0019  ______________________________________________________________________
 AG0019  GEOID HEIGHT    -        -24.803 (meters)                     GEOID18
 AG0019  DYNAMIC HEIGHT  -          5.085 (meters)       16.68  (feet) COMP
 AG0019  MODELED GRAVITY -    979,187.7   (mgal)                       NAVD 88
 AG0019
 AG0019  VERT ORDER      -  SECOND    CLASS II
 AG0019
 AG0019.The horizontal coordinates were scaled from a map and have
 AG0019.an estimated accuracy of +/- 6 seconds.
 AG0019
 AG0019.The orthometric height was determined by differential leveling and
 AG0019.adjusted by the NATIONAL GEODETIC SURVEY
 AG0019.in June 1991.
 AG0019
 AG0019.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0019.GEOID18 height accuracy estimate available here.
 AG0019
 AG0019.Click photographs - Photos may exist for this station.
 AG0019
 AG0019.The dynamic height is computed by dividing the NAVD 88
 AG0019.geopotential number by the normal gravity value computed on the
 AG0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0019.degrees latitude (g = 980.6199 gals.).
 AG0019
 AG0019.The modeled gravity was interpolated from observed gravity values.
 AG0019
 AG0019;                    North         East    Units  Estimated Accuracy
 AG0019;SPC FL W     -   402,360.      133,290.      MT  (+/- 180 meters Scaled)
 AG0019
 AG0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL349943(NAD 83)
 AG0019
 AG0019                          SUPERSEDED SURVEY CONTROL
 AG0019
 AG0019  NGVD 29 (??/??/92)    5.354  (m)           17.57   (f) ADJ UNCH    2 2
 AG0019
 AG0019.Superseded values are not recommended for survey control.
 AG0019
 AG0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0019.See file dsdata.pdf to determine how the superseded data were derived.
 AG0019
 AG0019_MARKER: DD = SURVEY DISK
 AG0019_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0019_SP_SET: BRIDGE HANDRAIL
 AG0019_STAMPING: 146
 AG0019_MARK LOGO: FLHD
 AG0019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0019
 AG0019  HISTORY     - Date     Condition        Report By
 AG0019  HISTORY     - UNK      MONUMENTED       FLHD
 AG0019  HISTORY     - 1975     GOOD             FLDT
 AG0019
 AG0019                          STATION DESCRIPTION
 AG0019
 AG0019'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0019'AT CLEARWATER.
 AG0019'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND S.R. 60
 AG0019'(GULF TO BAY BLVD.).  RUN EASTERLY ON S.R. 60 FOR 3.3 MILES.
 AG0019'STATION ON LEFT, IN THE NE CORNER OF BRIDGE.  SET IN TOP OF
 AG0019'CONCRETE HANDRAIL.  SECTION 14, T29S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI7638 ***********************************************************************
 DI7638  DESIGNATION -  146 98
 DI7638  PID         -  DI7638
 DI7638  STATE/COUNTY-  FL/SARASOTA
 DI7638  COUNTRY     -  US
 DI7638  USGS QUAD   -  MURDOCK NE (2018)
 DI7638
 DI7638                         *CURRENT SURVEY CONTROL
 DI7638  ______________________________________________________________________
 DI7638* NAD 83(1986) POSITION- 27 11 53.0    (N) 082 04 42.1    (W)   HD_HELD2
 DI7638* NAVD 88 ORTHO HEIGHT -    12.027 (meters)       39.46  (feet) ADJUSTED
 DI7638  ______________________________________________________________________
 DI7638  GEOID HEIGHT    -        -24.379 (meters)                     GEOID18
 DI7638  DYNAMIC HEIGHT  -         12.009 (meters)       39.40  (feet) COMP
 DI7638  MODELED GRAVITY -    979,122.9   (mgal)                       NAVD 88
 DI7638
 DI7638  VERT ORDER      -  FIRST     CLASS II
 DI7638
 DI7638.The horizontal coordinates were established by autonomous hand held GPS
 DI7638.observations and have an estimated accuracy of +/- 10 meters.
 DI7638
 DI7638.The orthometric height was determined by differential leveling and
 DI7638.adjusted by the NATIONAL GEODETIC SURVEY
 DI7638.in May 2008.
 DI7638
 DI7638.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7638.GEOID18 height accuracy estimate available here.
 DI7638
 DI7638.Click photographs - Photos may exist for this station.
 DI7638
 DI7638.The dynamic height is computed by dividing the NAVD 88
 DI7638.geopotential number by the normal gravity value computed on the
 DI7638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7638.degrees latitude (g = 980.6199 gals.).
 DI7638
 DI7638.The modeled gravity was interpolated from observed gravity values.
 DI7638
 DI7638;                    North         East    Units  Estimated Accuracy
 DI7638;SPC FL W     -   317,351.      192,236.      MT  (+/- 10 meters HH2 GPS)
 DI7638
 DI7638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9319408831(NAD 83)
 DI7638
 DI7638                          SUPERSEDED SURVEY CONTROL
 DI7638
 DI7638.No superseded survey control is available for this station.
 DI7638
 DI7638_MARKER: DD = SURVEY DISK
 DI7638_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI7638_STAMPING: 146 98
 DI7638_MARK LOGO: FLDT
 DI7638_PROJECTION: RECESSED 5 CENTIMETERS
 DI7638_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI7638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI7638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI7638+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2023
 DI7638
 DI7638  HISTORY     - Date     Condition        Report By
 DI7638  HISTORY     - UNK      MONUMENTED       FLDT
 DI7638  HISTORY     - 20050525 GOOD             FLDEP
 DI7638  HISTORY     - 20140624 GOOD             FLDEP
 DI7638  HISTORY     - 20230202 GOOD             GEOCAC
 DI7638
 DI7638                          STATION DESCRIPTION
 DI7638
 DI7638'DESCRIBED BY FL DEPT OF ENV PRO 2005 (BPJ)
 DI7638'THE MARK IS ABOUT 13.4 MI WEST OF ARCADIA, IN SECTION 2, TOWNSHIP 38
 DI7638'SOUTH, RANGE 22 EAST.
 DI7638'
 DI7638'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 70 AND STATE ROAD 72
 DI7638'ABOUT 2.0 MI  WEST OF ARCADIA, GO SOUTHWEST ON STATE ROAD 72 FOR 11.1
 DI7638'MI TO THE SARASOTA-DESOTO  COUNTY LINE, CONTINUE WEST ON STATE ROAD 72
 DI7638'FOR 1.45 MI TO THE JUNCTION OF A PRIVATE DIRT  ROAD AT 6868 STATE ROAD
 DI7638'72 (DAUGHTREY RANCH) ON THE RIGHT AND THE MARK ON THE RIGHT,  SET IN
 DI7638'THE TOP OF A 4-INCH SQUARE CONCRETE POST RECESSED 0.2 FT BELOW THE
 DI7638'LEVEL OF THE  GROUND AND ABOUT 1.5 FT BELOW THE LEVEL OF STATE ROAD
 DI7638'72.
 DI7638'
 DI7638'LOCATED 40.2 FT NORTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 DI7638'70, 26.7 FT  NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE DAUGHTREY
 DI7638'RANCH DRIVEWAY, 5.0 FT  NORTHEAST OF A BARB WIRE FENCE CORNER POST,
 DI7638'1.2 FT SOUTHEAST OF A BARB WIRE FENCE AND  0.4 FT SOUTHEAST OF A METAL
 DI7638'WITNESS POST.
 DI7638
 DI7638                          STATION RECOVERY (2014)
 DI7638
 DI7638'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 DI7638'RECOVERED AS DESCRIBED.
 DI7638'
 DI7638'NOT LEVELED TO THIS DATE, EXTRA TIE MARK.
 DI7638
 DI7638                          STATION RECOVERY (2023)
 DI7638
 DI7638'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DI7638'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR0013 ***********************************************************************
 AR0013  DESIGNATION -  146 PTS 73
 AR0013  PID         -  AR0013
 AR0013  STATE/COUNTY-  FL/BRADFORD
 AR0013  COUNTRY     -  US
 AR0013  USGS QUAD   -  BROOKER (2018)
 AR0013
 AR0013                         *CURRENT SURVEY CONTROL
 AR0013  ______________________________________________________________________
 AR0013* NAD 83(1986) POSITION- 29 57 41.96   (N) 082 15 52.59   (W)   HD_HELD1
 AR0013* NAVD 88 ORTHO HEIGHT -    43.863 (meters)      143.91  (feet) ADJUSTED
 AR0013  ______________________________________________________________________
 AR0013  GEOID HEIGHT    -        -28.013 (meters)                     GEOID18
 AR0013  DYNAMIC HEIGHT  -         43.805 (meters)      143.72  (feet) COMP
 AR0013  MODELED GRAVITY -    979,315.9   (mgal)                       NAVD 88
 AR0013
 AR0013  VERT ORDER      -  SECOND    CLASS 0
 AR0013
 AR0013.The horizontal coordinates were determined by differentially corrected
 AR0013.hand held GPS observations or other comparable positioning techniques
 AR0013.and have an estimated accuracy of +/- 3 meters.
 AR0013
 AR0013.The orthometric height was determined by differential leveling and
 AR0013.adjusted by the NATIONAL GEODETIC SURVEY
 AR0013.in June 1991.
 AR0013
 AR0013.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR0013.GEOID18 height accuracy estimate available here.
 AR0013
 AR0013.Click photographs - Photos may exist for this station.
 AR0013
 AR0013.The dynamic height is computed by dividing the NAVD 88
 AR0013.geopotential number by the normal gravity value computed on the
 AR0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0013.degrees latitude (g = 980.6199 gals.).
 AR0013
 AR0013.The modeled gravity was interpolated from observed gravity values.
 AR0013
 AR0013;                    North         East    Units  Estimated Accuracy
 AR0013;SPC FL N     -   108,711.9     815,743.9     MT  (+/- 3 meters HH1 GPS) 
 AR0013
 AR0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP7797915209(NAD 83)
 AR0013
 AR0013                          SUPERSEDED SURVEY CONTROL
 AR0013
 AR0013  NGVD 29 (??/??/92)   44.126  (m)          144.77   (f) ADJ UNCH    2 0
 AR0013
 AR0013.Superseded values are not recommended for survey control.
 AR0013
 AR0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0013.See file dsdata.pdf to determine how the superseded data were derived.
 AR0013
 AR0013_MARKER: P = PIPE CAP
 AR0013_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AR0013_STAMPING: 146 PRIM TRAV STA NO 73
 AR0013_MARK LOGO: USGS
 AR0013_PROJECTION: PROJECTING 25 CENTIMETERS
 AR0013_MAGNETIC: P = MARKER IS A STEEL PIPE
 AR0013_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR0013
 AR0013  HISTORY     - Date     Condition        Report By
 AR0013  HISTORY     - 1911     MONUMENTED       USGS
 AR0013  HISTORY     - 1934     GOOD             CGS
 AR0013  HISTORY     - 1954     MARK NOT FOUND   CGS
 AR0013
 AR0013                          STATION DESCRIPTION
 AR0013
 AR0013'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AR0013'AT NEW RIVER.
 AR0013'6.1 MI. S.E. OF LAKE BUTLER U.S. GEOLOGICAL SURVEY BENCH MARK
 AR0013'IS LOCATED 200 FT. SOUTH OF THE GEORGIA SOUTHERN AND FLORIDA
 AR0013'RWY.  200 FT. SOUTHEAST OF SOUTHEAST CORNER OF RAILROAD STATION.
 AR0013'21 FT. WEST OF CENTERLINE OF DIRT ROAD THAT CROSSES TRACK.
 AR0013'IRON POST 10 IN HIGH.  NOTE-- THE DIRT ROAD IS NOW BLACK TOPPED
 AR0013'AND WIDENED.  MARK LOCATION IS IN A DITCH AND MAY BE BURIED.
 AR0013
 AR0013                          STATION RECOVERY (1954)
 AR0013
 AR0013'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 AR0013'AT NEW RIVER.
 AR0013'A THOROUGH SEARCH WAS MADE FOR MARK BUT WAS NOT RECOVERED.  THE
 AR0013'DIRT ROAD MENTIONED HAS NOW BEEN BLACK TOPPED AND THE ROAD
 AR0013'PROBABLY WIDENED.  THE DISTANCE FROM THE CENTER LINE OF A NEW
 AR0013'ROAD WOULD NOW PUT MARK IN DITCH.  THE AREA WHERE MARK WAS
 AR0013'ORIGINALLY SET IS A LARGE CLEARING AND ACCORDING TO DESCRIPTION
 AR0013'THE PIPE PROJECTED ABOUT 10 INCHES.  IF MARK WERE STILL INTACT
 AR0013'IT WOULD BE EASY TO RECOVER.  IF THE MARK HAS BEEN COVERED IT
 AR0013'WOULD BE DIFFICULT TO RECOVER AS THE ROAD HAS BEEN CHANGED AND
 AR0013'THE OTHER DISTANCES ARE ABOUT FROM STATION AND TRACK WHICH
 AR0013'WOULD NOT JUSTIFY EXTENSIVE DIGGING.  NO ONE CONTACTED COULD
 AR0013'GIVE ANY INFORMATION ON MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7639 ***********************************************************************
 AI7639  DESIGNATION -  1462 15
 AI7639  PID         -  AI7639
 AI7639  STATE/COUNTY-  FL/MARION
 AI7639  COUNTRY     -  US
 AI7639  USGS QUAD   -  MCINTOSH (2018)
 AI7639
 AI7639                         *CURRENT SURVEY CONTROL
 AI7639  ______________________________________________________________________
 AI7639* NAD 83(1986) POSITION- 29 26 40.     (N) 082 13 20.     (W)   SCALED
 AI7639* NAVD 88 ORTHO HEIGHT -    31.439 (meters)      103.15  (feet) ADJUSTED
 AI7639  ______________________________________________________________________
 AI7639  GEOID HEIGHT    -        -27.883 (meters)                     GEOID18
 AI7639  DYNAMIC HEIGHT  -         31.396 (meters)      103.01  (feet) COMP
 AI7639  MODELED GRAVITY -    979,274.4   (mgal)                       NAVD 88
 AI7639
 AI7639  VERT ORDER      -  SECOND    CLASS I
 AI7639
 AI7639.The horizontal coordinates were scaled from a map and have
 AI7639.an estimated accuracy of +/- 6 seconds.
 AI7639
 AI7639.The orthometric height was determined by differential leveling and
 AI7639.adjusted by the NATIONAL GEODETIC SURVEY
 AI7639.in January 2001.
 AI7639
 AI7639.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7639.GEOID18 height accuracy estimate available here.
 AI7639
 AI7639.Click photographs - Photos may exist for this station.
 AI7639
 AI7639.The dynamic height is computed by dividing the NAVD 88
 AI7639.geopotential number by the normal gravity value computed on the
 AI7639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7639.degrees latitude (g = 980.6199 gals.).
 AI7639
 AI7639.The modeled gravity was interpolated from observed gravity values.
 AI7639
 AI7639;                    North         East    Units  Estimated Accuracy
 AI7639;SPC FL W     -   566,310.      178,440.      MT  (+/- 180 meters Scaled)
 AI7639
 AI7639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN814578(NAD 83)
 AI7639
 AI7639                          SUPERSEDED SURVEY CONTROL
 AI7639
 AI7639.No superseded survey control is available for this station.
 AI7639
 AI7639_MARKER: DD = SURVEY DISK
 AI7639_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI7639_SP_SET: CATCH BASIN
 AI7639_STAMPING: BM 1462-15
 AI7639_MARK LOGO: SJRWMD
 AI7639_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI7639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7639+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1998
 AI7639
 AI7639  HISTORY     - Date     Condition        Report By
 AI7639  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7639  HISTORY     - 19980604 GOOD             FLDEP
 AI7639
 AI7639                          STATION DESCRIPTION
 AI7639
 AI7639'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7639'THE MARK IS ON THE SOUTHWEST SIDE OF ORANGE LAKE, ABOUT 7.7 MI (12.4
 AI7639'KM) NORTHWEST OF CITRA, 0.35 MI (0.56 KM) SOUTH OF MCINTOSH IN SECTION
 AI7639'16, TOWNSHIP 12 SOUTH, RANGE 21 EAST. TO REACH THE MARK FROM THE
 AI7639'JUNCTION OF STATE ROAD 320 (AVENUE G) AND U.S. HIGHWAY 441 (9TH
 AI7639'STREET) IN MCINTOSH, GO SOUTH ON U.S. HIGHWAY 441 FOR 0.35 MI (0.56
 AI7639'KM) TO THE MARK ON THE LEFT IN THE CENTER OF THE MEDIAN, SET IN THE
 AI7639'TOP OF THE EAST EDGE OF A CONCRETE CATCH BASIN, FLUSH WITH THE GROUND
 AI7639'AND 0.2 FT (6.1 CM) BELOW THE LEVEL OF U.S HIGHWAY 441. LOCATED 169.0
 AI7639'FT (51.5 M) SOUTH OF AND ACROSS THE SOUTHBOUND LANES FROM AVENUE J,
 AI7639'155.0 FT (47.2 M) NORTH OF AND ACROSS THE SOUTHBOUND LANES FROM NW 202
 AI7639'PL LANES, 35.9 FT (10.9 M) EAST OF THE CENTERLINE OF THE NORTHBOUND
 AI7639'LANES OF U.S. HIGHWAY 441 AND 29.8 FT (9.1 M) WEST OF THE CENTERLINE
 AI7639'OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 441.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7637 ***********************************************************************
 AI7637  DESIGNATION -  1464 15
 AI7637  PID         -  AI7637
 AI7637  STATE/COUNTY-  FL/MARION
 AI7637  COUNTRY     -  US
 AI7637  USGS QUAD   -  MCINTOSH (2018)
 AI7637
 AI7637                         *CURRENT SURVEY CONTROL
 AI7637  ______________________________________________________________________
 AI7637* NAD 83(1986) POSITION- 29 27 40.4    (N) 082 13 20.6    (W)   HD_HELD2
 AI7637* NAVD 88 ORTHO HEIGHT -    26.515 (meters)       86.99  (feet) ADJUSTED
 AI7637  ______________________________________________________________________
 AI7637  GEOID HEIGHT    -        -27.885 (meters)                     GEOID18
 AI7637  DYNAMIC HEIGHT  -         26.479 (meters)       86.87  (feet) COMP
 AI7637  MODELED GRAVITY -    979,276.2   (mgal)                       NAVD 88
 AI7637
 AI7637  VERT ORDER      -  SECOND    CLASS I
 AI7637
 AI7637.The horizontal coordinates were established by autonomous hand held GPS
 AI7637.observations and have an estimated accuracy of +/- 10 meters.
 AI7637
 AI7637.The orthometric height was determined by differential leveling and
 AI7637.adjusted by the NATIONAL GEODETIC SURVEY
 AI7637.in January 2001.
 AI7637
 AI7637.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7637.GEOID18 height accuracy estimate available here.
 AI7637
 AI7637.Click photographs - Photos may exist for this station.
 AI7637
 AI7637.The dynamic height is computed by dividing the NAVD 88
 AI7637.geopotential number by the normal gravity value computed on the
 AI7637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7637.degrees latitude (g = 980.6199 gals.).
 AI7637
 AI7637.The modeled gravity was interpolated from observed gravity values.
 AI7637
 AI7637;                    North         East    Units  Estimated Accuracy
 AI7637;SPC FL W     -   568,169.      178,429.      MT  (+/- 10 meters HH2 GPS)
 AI7637
 AI7637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8146759708(NAD 83)
 AI7637
 AI7637                          SUPERSEDED SURVEY CONTROL
 AI7637
 AI7637.No superseded survey control is available for this station.
 AI7637
 AI7637_MARKER: DD = SURVEY DISK
 AI7637_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI7637_SP_SET: HEADWALL
 AI7637_STAMPING: BM 1464-15
 AI7637_MARK LOGO: SJRWMD
 AI7637_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7637+STABILITY: SURFACE MOTION
 AI7637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7637+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1998
 AI7637
 AI7637  HISTORY     - Date     Condition        Report By
 AI7637  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7637  HISTORY     - 19980604 GOOD             FLDEP
 AI7637
 AI7637                          STATION DESCRIPTION
 AI7637
 AI7637'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7637'THE MARK IS ON THE WEST SIDE OF ORANGE LAKE, ABOUT 0.9 MI (1.4 KM)
 AI7637'NORTH OF MCINTOSH AT THE JUNCTION OF NORTHWEST 214 LANES AND U.S.
 AI7637'HIGHWAY 441 IN SECTION 9, TOWNSHIP 12 SOUTH, RANGE 21 EAST. TO REACH
 AI7637'THE MARK FROM THE JUNCTION OF STATE ROAD 320 (AVENUE G) AND U.S.
 AI7637'HIGHWAY 441 (9TH STREET) IN MCINTOSH, GO NORTH ON U.S. HIGHWAY 441 FOR
 AI7637'0.85 MI (1.37 KM) TO THE JUNCTION OF NORTHWEST 214 LANES ON THE RIGHT
 AI7637'AND THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE HEADWALL,
 AI7637'FLUSH WITH THE GROUND AND U.S HIGHWAY 441 NORTHBOUND LANES. LOCATED
 AI7637'145.5 FT (44.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF NORTHWEST 214
 AI7637'LANES AND 27.5 FT (8.4 M) EAST OF THE CENTERLINE OF THE NORTHBOUND
 AI7637'LANES OF U.S. HIGHWAY 441.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7636 ***********************************************************************
 AI7636  DESIGNATION -  1465 15
 AI7636  PID         -  AI7636
 AI7636  STATE/COUNTY-  FL/MARION
 AI7636  COUNTRY     -  US
 AI7636  USGS QUAD   -  MCINTOSH (2018)
 AI7636
 AI7636                         *CURRENT SURVEY CONTROL
 AI7636  ______________________________________________________________________
 AI7636* NAD 83(1986) POSITION- 29 28 04.4    (N) 082 13 22.8    (W)   HD_HELD2
 AI7636* NAVD 88 ORTHO HEIGHT -    32.736 (meters)      107.40  (feet) ADJUSTED
 AI7636  ______________________________________________________________________
 AI7636  GEOID HEIGHT    -        -27.886 (meters)                     GEOID18
 AI7636  DYNAMIC HEIGHT  -         32.691 (meters)      107.25  (feet) COMP
 AI7636  MODELED GRAVITY -    979,276.9   (mgal)                       NAVD 88
 AI7636
 AI7636  VERT ORDER      -  SECOND    CLASS I
 AI7636
 AI7636.The horizontal coordinates were established by autonomous hand held GPS
 AI7636.observations and have an estimated accuracy of +/- 10 meters.
 AI7636
 AI7636.The orthometric height was determined by differential leveling and
 AI7636.adjusted by the NATIONAL GEODETIC SURVEY
 AI7636.in January 2001.
 AI7636
 AI7636.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7636.GEOID18 height accuracy estimate available here.
 AI7636
 AI7636.Click photographs - Photos may exist for this station.
 AI7636
 AI7636.The dynamic height is computed by dividing the NAVD 88
 AI7636.geopotential number by the normal gravity value computed on the
 AI7636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7636.degrees latitude (g = 980.6199 gals.).
 AI7636
 AI7636.The modeled gravity was interpolated from observed gravity values.
 AI7636
 AI7636;                    North         East    Units  Estimated Accuracy
 AI7636;SPC FL W     -   568,908.      178,371.      MT  (+/- 10 meters HH2 GPS)
 AI7636
 AI7636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8141560448(NAD 83)
 AI7636
 AI7636                          SUPERSEDED SURVEY CONTROL
 AI7636
 AI7636.No superseded survey control is available for this station.
 AI7636
 AI7636_MARKER: DD = SURVEY DISK
 AI7636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI7636_SP_SET: CONCRETE PAD
 AI7636_STAMPING: BM 1465-15
 AI7636_MARK LOGO: SJRWMD
 AI7636_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI7636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7636+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1998
 AI7636
 AI7636  HISTORY     - Date     Condition        Report By
 AI7636  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7636  HISTORY     - 19980604 GOOD             FLDEP
 AI7636
 AI7636                          STATION DESCRIPTION
 AI7636
 AI7636'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7636'THE MARK IS ON THE WEST SIDE OF ORANGE LAKE, ABOUT 1.3 MI (2.1 KM)
 AI7636'NORTH OF MCINTOSH AT THE INTERSECTION OF NORTHWEST 219 STREET ROAD AND
 AI7636'U.S. HIGHWAY 441 IN SECTION 8, TOWNSHIP 12 SOUTH, RANGE 21 EAST. TO
 AI7636'REACH THE MARK FROM THE JUNCTION OF STATE ROAD 320 (AVENUE G) AND U.S.
 AI7636'HIGHWAY 441 (9TH STREET) IN MCINTOSH, GO NORTH ON U.S. HIGHWAY 441 FOR
 AI7636'1.3 MI (2.1 KM) TO THE JUNCTION OF NORTHWEST 219 STREET ROAD ON THE
 AI7636'RIGHT AND THE MARK ON THE RIGHT, SET FLUSH IN THE CONCRETE PAD LEVEL
 AI7636'WITH THE GROUND AND U.S HIGHWAY 441 NORTHBOUND LANES. LOCATED 40.0 FT
 AI7636'(12.2 M) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF U.S.
 AI7636'HIGHWAY 441, 30.2 FT (9.2 M) NORTH OF THE CENTERLINE OF NORTHWEST 219
 AI7636'STREET ROAD AND 51.5 FT (15.7 M) SOUTH OF SURVEY MARK NUMBER K 473
 AI7636'1998.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0020 ***********************************************************************
 AG0020  DESIGNATION -  147
 AG0020  PID         -  AG0020
 AG0020  STATE/COUNTY-  FL/PINELLAS
 AG0020  COUNTRY     -  US
 AG0020  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0020
 AG0020                         *CURRENT SURVEY CONTROL
 AG0020  ______________________________________________________________________
 AG0020* NAD 83(1986) POSITION- 27 57 55.     (N) 082 39 47.     (W)   SCALED
 AG0020* NAVD 88 ORTHO HEIGHT -     1.265 (meters)        4.15  (feet) ADJUSTED
 AG0020  ______________________________________________________________________
 AG0020  GEOID HEIGHT    -        -24.822 (meters)                     GEOID18
 AG0020  DYNAMIC HEIGHT  -          1.263 (meters)        4.14  (feet) COMP
 AG0020  MODELED GRAVITY -    979,187.8   (mgal)                       NAVD 88
 AG0020
 AG0020  VERT ORDER      -  SECOND    CLASS II
 AG0020
 AG0020.The horizontal coordinates were scaled from a map and have
 AG0020.an estimated accuracy of +/- 6 seconds.
 AG0020
 AG0020.The orthometric height was determined by differential leveling and
 AG0020.adjusted by the NATIONAL GEODETIC SURVEY
 AG0020.in June 1991.
 AG0020
 AG0020.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0020.GEOID18 height accuracy estimate available here.
 AG0020
 AG0020.Click photographs - Photos may exist for this station.
 AG0020
 AG0020.The dynamic height is computed by dividing the NAVD 88
 AG0020.geopotential number by the normal gravity value computed on the
 AG0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0020.degrees latitude (g = 980.6199 gals.).
 AG0020
 AG0020.The modeled gravity was interpolated from observed gravity values.
 AG0020
 AG0020;                    North         East    Units  Estimated Accuracy
 AG0020;SPC FL W     -   402,540.      134,760.      MT  (+/- 180 meters Scaled)
 AG0020
 AG0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL364944(NAD 83)
 AG0020
 AG0020                          SUPERSEDED SURVEY CONTROL
 AG0020
 AG0020  NGVD 29 (??/??/92)    1.526  (m)            5.01   (f) ADJ UNCH    2 2
 AG0020
 AG0020.Superseded values are not recommended for survey control.
 AG0020
 AG0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0020.See file dsdata.pdf to determine how the superseded data were derived.
 AG0020
 AG0020_MARKER: DD = SURVEY DISK
 AG0020_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0020_SP_SET: SEAWALL
 AG0020_STAMPING: 147
 AG0020_MARK LOGO: FLHD
 AG0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0020+STABILITY: SURFACE MOTION
 AG0020
 AG0020  HISTORY     - Date     Condition        Report By
 AG0020  HISTORY     - UNK      MONUMENTED       FLHD
 AG0020  HISTORY     - 1975     GOOD             FLDT
 AG0020  HISTORY     - 20080821 GOOD             PINCPW
 AG0020
 AG0020                          STATION DESCRIPTION
 AG0020
 AG0020'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0020'AT CLEARWATER.
 AG0020'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND S.R.
 AG0020'60 (GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 4.25 MILES.
 AG0020'STATION ON RIGHT, 97.5 FT. EAST OF A 10 INCH PINE TREE.  SET IN
 AG0020'TOP OF THE CONCRETE SEAWALL.  SECTION 13, T29S, R16E.
 AG0020
 AG0020                          STATION RECOVERY (2008)
 AG0020
 AG0020'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0020'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0021 ***********************************************************************
 AG0021  DESIGNATION -  148
 AG0021  PID         -  AG0021
 AG0021  STATE/COUNTY-  FL/PINELLAS
 AG0021  COUNTRY     -  US
 AG0021  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0021
 AG0021                         *CURRENT SURVEY CONTROL
 AG0021  ______________________________________________________________________
 AG0021* NAD 83(1986) POSITION- 27 57 55.     (N) 082 39 35.     (W)   SCALED
 AG0021* NAVD 88 ORTHO HEIGHT -     1.266 (meters)        4.15  (feet) ADJUSTED
 AG0021  ______________________________________________________________________
 AG0021  GEOID HEIGHT    -        -24.826 (meters)                     GEOID18
 AG0021  DYNAMIC HEIGHT  -          1.264 (meters)        4.15  (feet) COMP
 AG0021  MODELED GRAVITY -    979,187.9   (mgal)                       NAVD 88
 AG0021
 AG0021  VERT ORDER      -  SECOND    CLASS II
 AG0021
 AG0021.The horizontal coordinates were scaled from a map and have
 AG0021.an estimated accuracy of +/- 6 seconds.
 AG0021
 AG0021.The orthometric height was determined by differential leveling and
 AG0021.adjusted by the NATIONAL GEODETIC SURVEY
 AG0021.in June 1991.
 AG0021
 AG0021.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0021.GEOID18 height accuracy estimate available here.
 AG0021
 AG0021.Click photographs - Photos may exist for this station.
 AG0021
 AG0021.The dynamic height is computed by dividing the NAVD 88
 AG0021.geopotential number by the normal gravity value computed on the
 AG0021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0021.degrees latitude (g = 980.6199 gals.).
 AG0021
 AG0021.The modeled gravity was interpolated from observed gravity values.
 AG0021
 AG0021;                    North         East    Units  Estimated Accuracy
 AG0021;SPC FL W     -   402,540.      135,090.      MT  (+/- 180 meters Scaled)
 AG0021
 AG0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL367944(NAD 83)
 AG0021
 AG0021                          SUPERSEDED SURVEY CONTROL
 AG0021
 AG0021  NGVD 29 (??/??/92)    1.527  (m)            5.01   (f) ADJ UNCH    2 2
 AG0021
 AG0021.Superseded values are not recommended for survey control.
 AG0021
 AG0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0021.See file dsdata.pdf to determine how the superseded data were derived.
 AG0021
 AG0021_MARKER: DD = SURVEY DISK
 AG0021_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0021_SP_SET: SEAWALL
 AG0021_STAMPING: 148
 AG0021_MARK LOGO: FLHD
 AG0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0021+STABILITY: SURFACE MOTION
 AG0021
 AG0021  HISTORY     - Date     Condition        Report By
 AG0021  HISTORY     - UNK      MONUMENTED       FLHD
 AG0021  HISTORY     - 1975     GOOD             FLDT
 AG0021  HISTORY     - 20080821 GOOD             PINCPW
 AG0021
 AG0021                          STATION DESCRIPTION
 AG0021
 AG0021'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0021'AT CLEARWATER.
 AG0021'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 AG0021'S.R. 60 (GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 4.5
 AG0021'MILES.  STATION ON RIGHT, 110.0 FT. EAST OF A 10 INCH PINE TREE.
 AG0021'SET IN TOP OF CONCRETE SEAWALL.  SECTION 13, T29S, R16E.
 AG0021
 AG0021                          STATION RECOVERY (2008)
 AG0021
 AG0021'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7631 ***********************************************************************
 AI7631  DESIGNATION -  1488 15
 AI7631  PID         -  AI7631
 AI7631  STATE/COUNTY-  FL/ALACHUA
 AI7631  COUNTRY     -  US
 AI7631  USGS QUAD   -  ROCHELLE (2018)
 AI7631
 AI7631                         *CURRENT SURVEY CONTROL
 AI7631  ______________________________________________________________________
 AI7631* NAD 83(1986) POSITION- 29 30 51.29   (N) 082 13 51.17   (W)   HD_HELD1
 AI7631* NAVD 88 ORTHO HEIGHT -    20.584 (meters)       67.53  (feet) ADJUSTED
 AI7631  ______________________________________________________________________
 AI7631  GEOID HEIGHT    -        -27.887 (meters)                     GEOID18
 AI7631  DYNAMIC HEIGHT  -         20.556 (meters)       67.44  (feet) COMP
 AI7631  MODELED GRAVITY -    979,276.7   (mgal)                       NAVD 88
 AI7631
 AI7631  VERT ORDER      -  SECOND    CLASS I
 AI7631
 AI7631.The horizontal coordinates were determined by differentially corrected
 AI7631.hand held GPS observations or other comparable positioning techniques
 AI7631.and have an estimated accuracy of +/- 3 meters.
 AI7631
 AI7631.The orthometric height was determined by differential leveling and
 AI7631.adjusted by the NATIONAL GEODETIC SURVEY
 AI7631.in January 2001.
 AI7631
 AI7631.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7631.GEOID18 height accuracy estimate available here.
 AI7631
 AI7631.Click photographs - Photos may exist for this station.
 AI7631
 AI7631.The dynamic height is computed by dividing the NAVD 88
 AI7631.geopotential number by the normal gravity value computed on the
 AI7631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7631.degrees latitude (g = 980.6199 gals.).
 AI7631
 AI7631.The modeled gravity was interpolated from observed gravity values.
 AI7631
 AI7631;                    North         East    Units  Estimated Accuracy
 AI7631;SPC FL N     -    59,192.7     819,985.6     MT  (+/- 3 meters HH1 GPS) 
 AI7631
 AI7631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8070565593(NAD 83)
 AI7631
 AI7631                          SUPERSEDED SURVEY CONTROL
 AI7631
 AI7631.No superseded survey control is available for this station.
 AI7631
 AI7631_MARKER: DD = SURVEY DISK
 AI7631_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI7631_SP_SET: SLOPED HEADWALL
 AI7631_STAMPING: BM 1488-15
 AI7631_MARK LOGO: SJRWMD
 AI7631_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7631+STABILITY: SURFACE MOTION
 AI7631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7631+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 AI7631
 AI7631  HISTORY     - Date     Condition        Report By
 AI7631  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7631  HISTORY     - 19980602 GOOD             FLDEP
 AI7631
 AI7631                          STATION DESCRIPTION
 AI7631
 AI7631'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7631'THE MARK IS ON THE NORTHWEST SIDE OF ORANGE LAKE, ABOUT 4.8 MI (7.7
 AI7631'KM) NORTHEAST OF MCINTOSH AT THE JUNCTION OF COUNTY ROAD 346 AND
 AI7631'COUNTY ROAD 225 IN SECTION 20, TOWNSHIP 11 SOUTH, RANGE 21 EAST. TO
 AI7631'REACH THE MARK FROM THE JUNCTION OF STATE ROAD 320 (AVENUE G) AND U.S.
 AI7631'HIGHWAY 441 (9TH STREET) IN MCINTOSH, GO NORTH ON U.S. HIGHWAY 441 FOR
 AI7631'1.3 MI (2.1 KM) TO THE JUNCTION OF NORTHWEST 219 STREET ROAD ON THE
 AI7631'RIGHT, TURN RIGHT ON NORTHWEST 219 STREET ROAD AND GO EAST FOR 0.05 MI
 AI7631'(0.08 KM) TO THE JUNCTION OF NORTHWEST 60 AVENUE (COUNTY ROAD 225) ON
 AI7631'THE LEFT, TURN LEFT ON COUNTY ROAD 225 AND GO NORTH FOR 1.2 MI (1.9
 AI7631'KM) TO ALACHUA COUNTY LINE, CONTINUE NORTHWEST ON COUNTY ROAD 225 FOR
 AI7631'2.15 MI (3.46 KM) TO THE T-JUNCTION OF SOUTHEAST COUNTY ROAD 346, AND
 AI7631'THE MARK ON THE LEFT, SET IN A CONCRETE SLOPED HEADWALL. LOCATED 110.0
 AI7631'FT (33.5 M) WEST OF THE EXTENDED CENTERLINE OF COUNTY ROAD 225, 40.0
 AI7631'FT (12.2 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD
 AI7631'LEADING NORTH, 35.5 FT (10.8 M) EAST OF THE APPROXIMATE CENTERLINE OF
 AI7631'A WOODS ROAD LEADING NORTH AND 17.2 FT (5.2 M) NORTH OF THE CENTERLINE
 AI7631'OF COUNTY ROAD 346.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0022 ***********************************************************************
 AG0022  DESIGNATION -  149
 AG0022  PID         -  AG0022
 AG0022  STATE/COUNTY-  FL/PINELLAS
 AG0022  COUNTRY     -  US
 AG0022  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0022
 AG0022                         *CURRENT SURVEY CONTROL
 AG0022  ______________________________________________________________________
 AG0022* NAD 83(1986) POSITION- 27 58 01.     (N) 082 39 35.     (W)   SCALED
 AG0022* NAVD 88 ORTHO HEIGHT -     1.242 (meters)        4.07  (feet) ADJUSTED
 AG0022  ______________________________________________________________________
 AG0022  GEOID HEIGHT    -        -24.829 (meters)                     GEOID18
 AG0022  DYNAMIC HEIGHT  -          1.240 (meters)        4.07  (feet) COMP
 AG0022  MODELED GRAVITY -    979,187.9   (mgal)                       NAVD 88
 AG0022
 AG0022  VERT ORDER      -  SECOND    CLASS II
 AG0022
 AG0022.The horizontal coordinates were scaled from a map and have
 AG0022.an estimated accuracy of +/- 6 seconds.
 AG0022
 AG0022.The orthometric height was determined by differential leveling and
 AG0022.adjusted by the NATIONAL GEODETIC SURVEY
 AG0022.in June 1991.
 AG0022
 AG0022.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0022.GEOID18 height accuracy estimate available here.
 AG0022
 AG0022.Click photographs - Photos may exist for this station.
 AG0022
 AG0022.The dynamic height is computed by dividing the NAVD 88
 AG0022.geopotential number by the normal gravity value computed on the
 AG0022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0022.degrees latitude (g = 980.6199 gals.).
 AG0022
 AG0022.The modeled gravity was interpolated from observed gravity values.
 AG0022
 AG0022;                    North         East    Units  Estimated Accuracy
 AG0022;SPC FL W     -   402,720.      135,090.      MT  (+/- 180 meters Scaled)
 AG0022
 AG0022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL367946(NAD 83)
 AG0022
 AG0022                          SUPERSEDED SURVEY CONTROL
 AG0022
 AG0022  NGVD 29 (??/??/92)    1.503  (m)            4.93   (f) ADJ UNCH    2 2
 AG0022
 AG0022.Superseded values are not recommended for survey control.
 AG0022
 AG0022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0022.See file dsdata.pdf to determine how the superseded data were derived.
 AG0022
 AG0022_MARKER: DD = SURVEY DISK
 AG0022_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0022_SP_SET: SEAWALL
 AG0022_STAMPING: 149
 AG0022_MARK LOGO: FLHD
 AG0022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0022+STABILITY: SURFACE MOTION
 AG0022
 AG0022  HISTORY     - Date     Condition        Report By
 AG0022  HISTORY     - UNK      MONUMENTED       FLHD
 AG0022  HISTORY     - 1975     GOOD             FLDT
 AG0022  HISTORY     - 1983     GOOD             LOCSUR
 AG0022  HISTORY     - 20080821 GOOD             PINCPW
 AG0022
 AG0022                          STATION DESCRIPTION
 AG0022
 AG0022'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0022'AT CLEARWATER.
 AG0022'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 AG0022'S.R. 60 (GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 5.0
 AG0022'MILES.  STATION ON RIGHT.  SET IN TOP OF CONCRETE SEAWALL.
 AG0022'SECTION 13, T29S, R16E.
 AG0022
 AG0022                          STATION RECOVERY (1983)
 AG0022
 AG0022'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AG0022'LOCATED FROM ROADWAY SIGN ON STATE ROAD 60 AND ABOUT 250 FT. EAST OF
 AG0022'COUNTY LINE.
 AG0022
 AG0022                          STATION RECOVERY (2008)
 AG0022
 AG0022'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE2894 ***********************************************************************
 BE2894  DESIGNATION -  149 13 WLC USGS
 BE2894  PID         -  BE2894
 BE2894  STATE/COUNTY-  FL/CALHOUN
 BE2894  COUNTRY     -  US
 BE2894  USGS QUAD   -  JUNIPER CREEK (2018)
 BE2894
 BE2894                         *CURRENT SURVEY CONTROL
 BE2894  ______________________________________________________________________
 BE2894* NAD 83(1986) POSITION- 30 26 01.     (N) 085 16 21.     (W)   SCALED
 BE2894* NAVD 88 ORTHO HEIGHT -    45.219 (meters)      148.36  (feet) ADJUSTED
 BE2894  ______________________________________________________________________
 BE2894  GEOID HEIGHT    -        -28.192 (meters)                     GEOID18
 BE2894  DYNAMIC HEIGHT  -         45.160 (meters)      148.16  (feet) COMP
 BE2894  MODELED GRAVITY -    979,325.1   (mgal)                       NAVD 88
 BE2894
 BE2894  VERT ORDER      -  SECOND    CLASS I
 BE2894
 BE2894.The horizontal coordinates were scaled from a map and have
 BE2894.an estimated accuracy of +/- 6 seconds.
 BE2894
 BE2894.The orthometric height was determined by differential leveling and
 BE2894.adjusted by the NATIONAL GEODETIC SURVEY
 BE2894.in June 1991.
 BE2894
 BE2894.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE2894.GEOID18 height accuracy estimate available here.
 BE2894
 BE2894.Click photographs - Photos may exist for this station.
 BE2894
 BE2894.The dynamic height is computed by dividing the NAVD 88
 BE2894.geopotential number by the normal gravity value computed on the
 BE2894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2894.degrees latitude (g = 980.6199 gals.).
 BE2894
 BE2894.The modeled gravity was interpolated from observed gravity values.
 BE2894
 BE2894;                    North         East    Units  Estimated Accuracy
 BE2894;SPC FL N     -   159,170.      525,790.      MT  (+/- 180 meters Scaled)
 BE2894
 BE2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU658681(NAD 83)
 BE2894
 BE2894                          SUPERSEDED SURVEY CONTROL
 BE2894
 BE2894.No superseded survey control is available for this station.
 BE2894
 BE2894_MARKER: DB = BENCH MARK DISK
 BE2894_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE2894_SP_SET: CONCRETE CULVERT
 BE2894_STAMPING: 149 13 WLC 1976
 BE2894_MARK LOGO: USGS
 BE2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2894+STABILITY: SURFACE MOTION
 BE2894
 BE2894  HISTORY     - Date     Condition        Report By
 BE2894  HISTORY     - 1976     MONUMENTED       USGS
 BE2894  HISTORY     - 1981     GOOD             FLDNR
 BE2894  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BE2894
 BE2894                          STATION DESCRIPTION
 BE2894
 BE2894'DESCRIBED BY FL DEPT OF NAT RES 1981
 BE2894'5.2 MI WEST FROM CLARKSVILLE.
 BE2894'BEGIN AT THE U.S. POST OFFICE IN CLARKSVILLE, PROCEED 5.2 MILES WEST
 BE2894'ALONG STATE HIGHWAY 20 TO THE MARK.  THE MARK BEARS 28.2 FEET NORTH OF
 BE2894'THE CENTERLINE OF STATE HIGHWAY 20, 0.8 FOOT WEST OF THE EAST END OF A
 BE2894'CONCRETE CULVERT, 0.7 FOOT NORTH OF A REFLECTING SIGN POST, 60.8 FEET
 BE2894'SOUTHWEST OF A 1.5-FOOT DIAMETER PINE TREE, AND 9.9 MILES EAST OF THE
 BE2894'INTERSECTION OF U.S. HIGHWAY 231 WITH STATE HIGHWAY 20.  THE MARK IS
 BE2894'SET FLUSH IN A CONCRETE CULVERT.
 BE2894'THE MARK IS 1.8 FT BELOW ROAD.
 BE2894
 BE2894                          STATION RECOVERY (1996)
 BE2894
 BE2894'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE2894'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7630 ***********************************************************************
 AI7630  DESIGNATION -  1490 15
 AI7630  PID         -  AI7630
 AI7630  STATE/COUNTY-  FL/ALACHUA
 AI7630  COUNTRY     -  US
 AI7630  USGS QUAD   -  ROCHELLE (2018)
 AI7630
 AI7630                         *CURRENT SURVEY CONTROL
 AI7630  ______________________________________________________________________
 AI7630* NAD 83(1986) POSITION- 29 31 36.5    (N) 082 12 07.7    (W)   HD_HELD2
 AI7630* NAVD 88 ORTHO HEIGHT -    20.355 (meters)       66.78  (feet) ADJUSTED
 AI7630  ______________________________________________________________________
 AI7630  GEOID HEIGHT    -        -27.899 (meters)                     GEOID18
 AI7630  DYNAMIC HEIGHT  -         20.327 (meters)       66.69  (feet) COMP
 AI7630  MODELED GRAVITY -    979,278.9   (mgal)                       NAVD 88
 AI7630
 AI7630  VERT ORDER      -  SECOND    CLASS I
 AI7630
 AI7630.The horizontal coordinates were established by autonomous hand held GPS
 AI7630.observations and have an estimated accuracy of +/- 10 meters.
 AI7630
 AI7630.The orthometric height was determined by differential leveling and
 AI7630.adjusted by the NATIONAL GEODETIC SURVEY
 AI7630.in January 2001.
 AI7630
 AI7630.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7630.GEOID18 height accuracy estimate available here.
 AI7630
 AI7630.Click photographs - Photos may exist for this station.
 AI7630
 AI7630.The dynamic height is computed by dividing the NAVD 88
 AI7630.geopotential number by the normal gravity value computed on the
 AI7630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7630.degrees latitude (g = 980.6199 gals.).
 AI7630
 AI7630.The modeled gravity was interpolated from observed gravity values.
 AI7630
 AI7630;                    North         East    Units  Estimated Accuracy
 AI7630;SPC FL N     -    60,640.      822,744.      MT  (+/- 10 meters HH2 GPS)
 AI7630
 AI7630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8350566955(NAD 83)
 AI7630
 AI7630                          SUPERSEDED SURVEY CONTROL
 AI7630
 AI7630.No superseded survey control is available for this station.
 AI7630
 AI7630_MARKER: DD = SURVEY DISK
 AI7630_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI7630_SP_SET: SLOPED HEADWALL
 AI7630_STAMPING: BM 1490-15
 AI7630_MARK LOGO: SJRWMD
 AI7630_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7630+STABILITY: SURFACE MOTION
 AI7630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7630+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 AI7630
 AI7630  HISTORY     - Date     Condition        Report By
 AI7630  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7630  HISTORY     - 19980602 GOOD             FLDEP
 AI7630
 AI7630                          STATION DESCRIPTION
 AI7630
 AI7630'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7630'THE MARK IS ON THE NORTH SIDE OF ORANGE LAKE, ABOUT 6.7 MI (10.8 KM)
 AI7630'NORTHEAST OF MCINTOSH IN SECTION 22, TOWNSHIP 11 SOUTH, RANGE 21 EAST.
 AI7630'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 320 (AVENUE G) AND
 AI7630'U.S. HIGHWAY 441 (9TH STREET) IN MCINTOSH, GO NORTH ON U.S. HIGHWAY
 AI7630'441 FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF NORTHWEST 219 STREET ROAD
 AI7630'ON THE RIGHT, TURN RIGHT ON NORTHWEST 219 STREET ROAD AND GO EAST FOR
 AI7630'0.05 MI (0.08 KM) TO THE JUNCTION OF NORTHWEST 60 AVENUE (COUNTY ROAD
 AI7630'225) ON THE LEFT, TURN LEFT ON COUNTY ROAD 225 AND GO NORTH FOR 1.2 MI
 AI7630'(1.9 KM) TO ALACHUA COUNTY LINE, CONTINUE NORTHWEST ON COUNTY ROAD 225
 AI7630'FOR 2.15 MI (3.46 KM) TO THE T-JUNCTION OF SOUTHEAST COUNTY ROAD 346,
 AI7630'TURN RIGHT ON SOUTHEAST COUNTY ROAD 346 AND GO NORTHEAST FOR 1.95 MI
 AI7630'(3.14 KM) TO THE JUNCTION OF A DIRT ROAD ON THE LEFT AND THE MARK ON
 AI7630'THE RIGHT, SET IN THE TOP OF A CONCRETE SLOPED HEADWALL LEVEL WITH THE
 AI7630'GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD 346. LOCATED
 AI7630'70.0 FT (21.3 M) EAST OF THE EXTENDED CENTERLINE OF A WOODS ROAD
 AI7630'LEADING NORTH, 21.0 FT (6.4 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 AI7630'346 AND 2.7 FT (0.8 M) EAST OF A METAL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7629 ***********************************************************************
 AI7629  DESIGNATION -  1491 15
 AI7629  PID         -  AI7629
 AI7629  STATE/COUNTY-  FL/ALACHUA
 AI7629  COUNTRY     -  US
 AI7629  USGS QUAD   -  ROCHELLE (2018)
 AI7629
 AI7629                         *CURRENT SURVEY CONTROL
 AI7629  ______________________________________________________________________
 AI7629* NAD 83(1986) POSITION- 29 31 36.68   (N) 082 11 16.19   (W)   HD_HELD1
 AI7629* NAVD 88 ORTHO HEIGHT -    25.874 (meters)       84.89  (feet) ADJUSTED
 AI7629  ______________________________________________________________________
 AI7629  GEOID HEIGHT    -        -27.905 (meters)                     GEOID18
 AI7629  DYNAMIC HEIGHT  -         25.838 (meters)       84.77  (feet) COMP
 AI7629  MODELED GRAVITY -    979,279.3   (mgal)                       NAVD 88
 AI7629
 AI7629  VERT ORDER      -  SECOND    CLASS I
 AI7629
 AI7629.The horizontal coordinates were determined by differentially corrected
 AI7629.hand held GPS observations or other comparable positioning techniques
 AI7629.and have an estimated accuracy of +/- 3 meters.
 AI7629
 AI7629.The orthometric height was determined by differential leveling and
 AI7629.adjusted by the NATIONAL GEODETIC SURVEY
 AI7629.in January 2001.
 AI7629
 AI7629.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7629.GEOID18 height accuracy estimate available here.
 AI7629
 AI7629.Click photographs - Photos may exist for this station.
 AI7629
 AI7629.The dynamic height is computed by dividing the NAVD 88
 AI7629.geopotential number by the normal gravity value computed on the
 AI7629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7629.degrees latitude (g = 980.6199 gals.).
 AI7629
 AI7629.The modeled gravity was interpolated from observed gravity values.
 AI7629
 AI7629;                    North         East    Units  Estimated Accuracy
 AI7629;SPC FL N     -    60,673.8     824,130.3     MT  (+/- 3 meters HH1 GPS) 
 AI7629
 AI7629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8489266947(NAD 83)
 AI7629
 AI7629                          SUPERSEDED SURVEY CONTROL
 AI7629
 AI7629.No superseded survey control is available for this station.
 AI7629
 AI7629_MARKER: DD = SURVEY DISK
 AI7629_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AI7629_SP_SET: CONCRETE CABLE BOX PAD
 AI7629_STAMPING: BM 1491-15
 AI7629_MARK LOGO: SJRWMD
 AI7629_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7629_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI7629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7629+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 AI7629
 AI7629  HISTORY     - Date     Condition        Report By
 AI7629  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7629  HISTORY     - 19980602 GOOD             FLDEP
 AI7629  HISTORY     - 20070522 MARK NOT FOUND   FLDEP
 AI7629
 AI7629                          STATION DESCRIPTION
 AI7629
 AI7629'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7629'THE MARK IS ON THE NORTH SIDE OF ORANGE LAKE, ABOUT 8.5 MI (13.7 KM)
 AI7629'NORTHWEST OF CITRA, 7.2 MI (11.6 KM) NORTH WEST OF MCINTOSH ON COUNTY
 AI7629'ROAD 325 IN SECTION 23, TOWNSHIP 11 SOUTH, RANGE 21 EAST. TO REACH THE
 AI7629'MARK FROM THE POST OFFICE IN CITRA, GO WEST ON STATE ROAD 318 FOR 0.05
 AI7629'MI (0.08 KM) TO THE INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 200),
 AI7629'TURN RIGHT ON U.S. HIGHWAY 301 (STATE ROAD 200) AND GO NORTH FOR 2.55
 AI7629'MI (4.10 KM) TO THE JUNCTION OF COUNTY ROAD 325 ON THE LEFT, TURN LEFT
 AI7629'ON COUNTY ROAD 325 AND GO WESTERLY FOR 8.0 MI (12.9 KM) TO THE MARK ON
 AI7629'THE LEFT, SET IN TOP OF THE SOUTH SIDE OF THE CONCRETE PAD OF CABLE
 AI7629'BOX NUMBER 2130 A, 0.2 FT (6.1 CM) ABOVE THE LEVEL OF THE GROUND AND
 AI7629'0.6 FT (18.3 CM) BELOW THE LEVEL OF THE COUNTY ROAD 325.  THE MARK CAN
 AI7629'ALSO BE REACHED FROM THE JUNCTION OF STATE ROAD 320 (AVENUE G) AND
 AI7629'U.S. HIGHWAY 441 (9TH STREET) IN MCINTOSH, GO NORTH ON U.S. HIGHWAY
 AI7629'441 FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF NORTHWEST 219 STREET ROAD
 AI7629'ON THE RIGHT, TURN RIGHT ON NORTHWEST 219 STREET ROAD AND GO EAST FOR
 AI7629'0.05 MI (0.08 KM) TO THE JUNCTION OF COUNTY ROAD 225 ON THE LEFT, TURN
 AI7629'LEFT ON COUNTY ROAD 225 AND GO NORTH FOR 1.2 MI (1.9 KM) TO ALACHUA
 AI7629'COUNTY LINE, CONTINUE NORTHWEST ON COUNTY ROAD 225 FOR 2.15 MI (3.46
 AI7629'KM) TO THE T-JUNCTION OF COUNTY ROAD 346, TURN RIGHT ON COUNTY ROAD
 AI7629'436 AND GO NORTHEAST FOR 2.8 MI (4.5 KM) TO THE T-JUNCTION OF COUNTY
 AI7629'ROAD 325, TURN RIGHT ON COUNTY ROAD 325 AND GO SOUTHEAST FOR 0.05 MI
 AI7629'(0.08 KM) TO THE MARK ON THE RIGHT. LOCATED 39.5 FT (12.0 M) WEST OF
 AI7629'THE CENERLINE OF COUNTY ROAD 325, 18.0 FT (5.5 M) NORTHEAST OF A POWER
 AI7629'POLE WITH A VOLTAGE BOX ATTACHED, 8.8 FT (2.7 M) EAST OF A BARBWIRE
 AI7629'FENCE AND 8.0 FT (2.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE PAD
 AI7629'FOR BOX NUMBER 2130X.
 AI7629
 AI7629                          STATION RECOVERY (2007)
 AI7629
 AI7629'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AI7629'NOT RECOVERED--THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AI7629'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7940 ***********************************************************************
 AL7940  DESIGNATION -  1491 GPS 3
 AL7940  PID         -  AL7940
 AL7940  STATE/COUNTY-  FL/PASCO
 AL7940  COUNTRY     -  US
 AL7940  USGS QUAD   -  DADE CITY (2018)
 AL7940
 AL7940                         *CURRENT SURVEY CONTROL
 AL7940  ______________________________________________________________________
 AL7940* NAD 83(2011) POSITION- 28 15 06.50187(N) 082 09 34.25819(W)   ADJUSTED
 AL7940* NAD 83(2011) ELLIP HT-    -0.720 (meters)        (06/27/12)   ADJUSTED
 AL7940* NAD 83(2011) EPOCH   -  2010.00
 AL7940* NAVD 88 ORTHO HEIGHT -    25.549 (meters)       83.82  (feet) ADJUSTED
 AL7940  ______________________________________________________________________
 AL7940  GEOID HEIGHT    -        -26.275 (meters)                     GEOID18
 AL7940  NAD 83(2011) X  -    767,005.357 (meters)                     COMP
 AL7940  NAD 83(2011) Y  - -5,570,002.896 (meters)                     COMP
 AL7940  NAD 83(2011) Z  -  3,001,115.183 (meters)                     COMP
 AL7940  LAPLACE CORR    -         -2.69  (seconds)                    DEFLEC18
 AL7940  DYNAMIC HEIGHT  -         25.511 (meters)       83.70  (feet) COMP
 AL7940  MODELED GRAVITY -    979,180.9   (mgal)                       NAVD 88
 AL7940
 AL7940  VERT ORDER      -  FIRST     CLASS II
 AL7940
 AL7940  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL7940  Standards:
 AL7940         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL7940            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL7940  -------------------------------------------------------------------
 AL7940  NETWORK    1.30   2.27           0.51   0.55   1.16      0.03357359
 AL7940  -------------------------------------------------------------------
 AL7940  Click here for local accuracies and other accuracy information.
 AL7940
 AL7940.The horizontal coordinates were established by GPS observations
 AL7940.and adjusted by the National Geodetic Survey in June 2012.
 AL7940
 AL7940.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL7940.been affixed to the stable North American tectonic plate. See 
 AL7940.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL7940
 AL7940.The horizontal coordinates are valid at the epoch date displayed above
 AL7940.which is a decimal equivalence of Year/Month/Day.
 AL7940
 AL7940.The orthometric height was determined by differential leveling and
 AL7940.adjusted by the NATIONAL GEODETIC SURVEY
 AL7940.in August 2008.
 AL7940
 AL7940.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7940.GEOID18 height accuracy estimate available here.
 AL7940
 AL7940.Click photographs - Photos may exist for this station.
 AL7940
 AL7940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL7940
 AL7940.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL7940
 AL7940.The ellipsoidal height was determined by GPS observations
 AL7940.and is referenced to NAD 83.
 AL7940
 AL7940.The dynamic height is computed by dividing the NAVD 88
 AL7940.geopotential number by the normal gravity value computed on the
 AL7940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7940.degrees latitude (g = 980.6199 gals.).
 AL7940
 AL7940.The modeled gravity was interpolated from observed gravity values.
 AL7940
 AL7940. The following values were computed from the NAD 83(2011) position.
 AL7940
 AL7940;                    North         East     Units Scale Factor Converg.
 AL7940;SPC FL W     -   434,123.182   184,347.226   MT  0.99994420   -0 04 31.8
 AL7940;SPC FL W     - 1,424,285.81    604,812.52   sFT  0.99994420   -0 04 31.8
 AL7940;UTM  17      - 3,125,641.578   386,255.244   MT  0.99975968   -0 32 56.1
 AL7940
 AL7940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL7940!SPC FL W     -   1.00000011  x   0.99994420  =   0.99994431
 AL7940!UTM  17      -   1.00000011  x   0.99975968  =   0.99975979
 AL7940
 AL7940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8625525641(NAD 83)
 AL7940
 AL7940                          SUPERSEDED SURVEY CONTROL
 AL7940
 AL7940  NAD 83(2007)-  28 15 06.50187(N)    082 09 34.25880(W) AD(2002.00) 0
 AL7940  ELLIP H (02/10/07)   -0.703  (m)                       GP(2002.00)    
 AL7940  NAD 83(1999)-  28 15 06.50256(N)    082 09 34.25868(W) AD(       ) 1
 AL7940  ELLIP H (07/06/01)   -0.707  (m)                       GP(       ) 4 2
 AL7940  NAD 83(1990)-  28 15 06.50124(N)    082 09 34.25896(W) AD(       ) 1
 AL7940  NGVD 29 (07/02/92)   25.9    (m)  GEOID90  model used  GPS OBS        
 AL7940
 AL7940.Superseded values are not recommended for survey control.
 AL7940
 AL7940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7940.See file dsdata.pdf to determine how the superseded data were derived.
 AL7940
 AL7940_MARKER: DD = SURVEY DISK
 AL7940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7940_STAMPING: 1491 GPS 3
 AL7940_MARK LOGO: FLDT
 AL7940_PROJECTION: RECESSED 3 CENTIMETERS
 AL7940_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AL7940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7940+STABILITY: SURFACE MOTION
 AL7940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7940+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2021
 AL7940
 AL7940  HISTORY     - Date     Condition        Report By
 AL7940  HISTORY     - 1991     MONUMENTED       FLDT
 AL7940  HISTORY     - 20041113 GOOD             USPSQD
 AL7940  HISTORY     - 20070213 GOOD             FLDEP
 AL7940  HISTORY     - 20140820 GOOD             PICKET
 AL7940  HISTORY     - 20210621 GOOD             PICKET
 AL7940
 AL7940                          STATION DESCRIPTION
 AL7940
 AL7940'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7940'THE STATION IS LOCATED ABOUT 3.2 KM (2.00 MI) NORTHEAST OF
 AL7940'ZEPHYRHILLS, FLORIDA.
 AL7940'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 301 AND
 AL7940'COUNTY ROAD 54, GO EAST 2.81 KM (1.75 MI) ALONG COUNTY ROAD 54 TO THE
 AL7940'STATION ON THE RIGHT.
 AL7940'THE STATION IS FLUSH WITH THE GROUND. LOCATED 6.61 M (21.7 FT)
 AL7940'NORTHWESTERLY OF A WOODEN POWER POLE NO. 495553, 16.06 M (52.7 FT)
 AL7940'WESTERLY OF THE CENTERLINE OF PAVEMENT THE ENTRANCE ROAD TO SUNDANCE,
 AL7940'17.22 M NORTHWESTERLY OF A CONCRETE LIGHT POLE, 2.46 M (8.1 FT)
 AL7940'NORTH OF A FIRE HYDRANT, AND 12.64 M (41.5 FT) SOUTHERLY OF THE
 AL7940'CENTERLINE  OF PAVEMENT OF COUNTY ROAD 54.
 AL7940
 AL7940                          STATION RECOVERY (2004)
 AL7940
 AL7940'RECOVERY NOTE BY US POWER SQUADRON 2004 (RAH)
 AL7940'RECOVERED IN GOOD CONDITION.
 AL7940
 AL7940                          STATION RECOVERY (2007)
 AL7940
 AL7940'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AL7940'THE MARK IS ABOUT 1.8 MI EAST OF ZEPHYRHILLS, IN SECTION 1, TOWNSHIP
 AL7940'26 SOUTH, RANGE 21  EAST.
 AL7940'
 AL7940'TO REACH THE MARK FROM THE JUNCTION OF GALL BOULEVARD (U.S. HIGHWAY
 AL7940'301, STATE HIGHWAY  39) AND 5TH AVENUE (STATE HIGHWAY 54) IN
 AL7940'ZEPHYRHILLS, GO NORTH ON GALL BOULEVARD (U.S.  HIGHWAY 301 STATE
 AL7940'HIGHWAY 39) FOR 1.45 MI TO THE JUNCTION OF COUNTY ROAD 54 ON THE RIGHT
 AL7940'AND EILAND BOULEVARD ON THE LEFT, TURN RIGHT ON COUNTY ROAD 54 AND GO
 AL7940'EAST FOR 1.75 MI  TO THE JUNCTION OF SUNDANCE ROAD ON THE RIGHT AND
 AL7940'THE MARK ON THE RIGHT, SET IN THE  TOP OF A ROUND CONCRETE MONUMENT
 AL7940'RECESSED 0.1 FT BELOW THE LEVEL OF THE GROUND AND  ABOUT 2.0 FT BELOW
 AL7940'THE LEVEL OF COUNTY ROAD 54.   LOCATED 52.7 FT WEST OF THE APPROXIMATE
 AL7940'CENTERLINE OF SUNDANCE ROAD, 41.5 FT SOUTH OF  THE APPROXIMATE
 AL7940'CENTERLINE OF COUNTY ROAD 54, 8.1 FT NORTH OF A FIRE HYDRANT AND 8.0
 AL7940'FT  NORTH OF A CARSONITE WITNESS POST.
 AL7940'
 AL7940'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AL7940'MONUMENT.
 AL7940
 AL7940                          STATION RECOVERY (2014)
 AL7940
 AL7940'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2014 (KR)
 AL7940'RECOVERED IN GOOD CONDITION.
 AL7940
 AL7940                          STATION RECOVERY (2021)
 AL7940
 AL7940'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JF)
 AL7940'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7624 ***********************************************************************
 AI7624  DESIGNATION -  1494 15
 AI7624  PID         -  AI7624
 AI7624  STATE/COUNTY-  FL/ALACHUA
 AI7624  COUNTRY     -  US
 AI7624  USGS QUAD   -  MCINTOSH (2018)
 AI7624
 AI7624                         *CURRENT SURVEY CONTROL
 AI7624  ______________________________________________________________________
 AI7624* NAD 83(1986) POSITION- 29 29 11.10   (N) 082 09 54.13   (W)   HD_HELD1
 AI7624* NAVD 88 ORTHO HEIGHT -    21.159 (meters)       69.42  (feet) ADJUSTED
 AI7624  ______________________________________________________________________
 AI7624  GEOID HEIGHT    -        -27.919 (meters)                     GEOID18
 AI7624  DYNAMIC HEIGHT  -         21.130 (meters)       69.32  (feet) COMP
 AI7624  MODELED GRAVITY -    979,279.3   (mgal)                       NAVD 88
 AI7624
 AI7624  VERT ORDER      -  SECOND    CLASS I
 AI7624
 AI7624.The horizontal coordinates were determined by differentially corrected
 AI7624.hand held GPS observations or other comparable positioning techniques
 AI7624.and have an estimated accuracy of +/- 3 meters.
 AI7624
 AI7624.The orthometric height was determined by differential leveling and
 AI7624.adjusted by the NATIONAL GEODETIC SURVEY
 AI7624.in January 2001.
 AI7624
 AI7624.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7624.GEOID18 height accuracy estimate available here.
 AI7624
 AI7624.Click photographs - Photos may exist for this station.
 AI7624
 AI7624.The dynamic height is computed by dividing the NAVD 88
 AI7624.geopotential number by the normal gravity value computed on the
 AI7624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7624.degrees latitude (g = 980.6199 gals.).
 AI7624
 AI7624.The modeled gravity was interpolated from observed gravity values.
 AI7624
 AI7624;                    North         East    Units  Estimated Accuracy
 AI7624;SPC FL N     -    56,237.3     826,431.3     MT  (+/- 3 meters HH1 GPS) 
 AI7624
 AI7624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8705662443(NAD 83)
 AI7624
 AI7624                          SUPERSEDED SURVEY CONTROL
 AI7624
 AI7624.No superseded survey control is available for this station.
 AI7624
 AI7624_MARKER: DD = SURVEY DISK
 AI7624_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI7624_SP_SET: BRIDGE ABUTMENT
 AI7624_STAMPING: BM 1494-15
 AI7624_MARK LOGO: SJRWMD
 AI7624_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7624+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 AI7624
 AI7624  HISTORY     - Date     Condition        Report By
 AI7624  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7624  HISTORY     - 19980602 GOOD             FLDEP
 AI7624
 AI7624                          STATION DESCRIPTION
 AI7624
 AI7624'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7624'THE MARK IS ON THE NORTH SIDE OF ORANGE LAKE, ABOUT 5.5 MI (8.9 KM)
 AI7624'NORTHWEST OF CITRA ON COUNTY ROAD 325 IN SECTION 36, TOWNSHIP 11
 AI7624'SOUTH, RANGE 21 EAST. TO REACH THE MARK FROM THE POST OFFICE IN CITRA,
 AI7624'GO WEST ON STATE ROAD 318 FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AI7624'U.S. HIGHWAY 301 (STATE ROAD 200), TURN RIGHT ON U.S. HIGHWAY 301
 AI7624'(STATE ROAD 200) AND GO NORTH FOR 2.55 MI (4.10 KM) TO THE JUNCTION OF
 AI7624'COUNTY ROAD 325 ON THE LEFT, TURN LEFT ON COUNTY ROAD 325 AND GO
 AI7624'WESTERLY FOR 4.65 MI (7.48 KM) TO THE EAST END OF THE BRIDGE OVER
 AI7624'CROSS CREEK AND THE MARK ON THE RIGHT, SET IN THE NORTHEAST CORNER OF
 AI7624'THE BRIDGE ABUTMENT 1.3 FT (0.4 M) ABOVE THE LEVEL OF THE GROUND AND
 AI7624'COUNTY ROAD 325. LOCATED 120.0 FT (36.6 M) EAST OF SJRWMD BENCH MARK
 AI7624'1494-15 RM1 AND 15.0 FT (4.6 M) NORTH OF THE CENTERLINE OF COUNTY ROAD
 AI7624'325.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7625 ***********************************************************************
 AI7625  DESIGNATION -  1494 15 RM 1
 AI7625  PID         -  AI7625
 AI7625  STATE/COUNTY-  FL/ALACHUA
 AI7625  COUNTRY     -  US
 AI7625  USGS QUAD   -  MCINTOSH (2018)
 AI7625
 AI7625                         *CURRENT SURVEY CONTROL
 AI7625  ______________________________________________________________________
 AI7625* NAD 83(1986) POSITION- 29 29 11.1    (N) 082 09 55.5    (W)   HD_HELD2
 AI7625* NAVD 88 ORTHO HEIGHT -    21.161 (meters)       69.43  (feet) ADJUSTED
 AI7625  ______________________________________________________________________
 AI7625  GEOID HEIGHT    -        -27.918 (meters)                     GEOID18
 AI7625  DYNAMIC HEIGHT  -         21.132 (meters)       69.33  (feet) COMP
 AI7625  MODELED GRAVITY -    979,279.3   (mgal)                       NAVD 88
 AI7625
 AI7625  VERT ORDER      -  SECOND    CLASS I
 AI7625
 AI7625.The horizontal coordinates were established by autonomous hand held GPS
 AI7625.observations and have an estimated accuracy of +/- 10 meters.
 AI7625
 AI7625.The orthometric height was determined by differential leveling and
 AI7625.adjusted by the NATIONAL GEODETIC SURVEY
 AI7625.in January 2001.
 AI7625
 AI7625.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7625.GEOID18 height accuracy estimate available here.
 AI7625
 AI7625.Click photographs - Photos may exist for this station.
 AI7625
 AI7625.The dynamic height is computed by dividing the NAVD 88
 AI7625.geopotential number by the normal gravity value computed on the
 AI7625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7625.degrees latitude (g = 980.6199 gals.).
 AI7625
 AI7625.The modeled gravity was interpolated from observed gravity values.
 AI7625
 AI7625;                    North         East    Units  Estimated Accuracy
 AI7625;SPC FL N     -    56,237.      826,394.      MT  (+/- 10 meters HH2 GPS)
 AI7625
 AI7625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8701962443(NAD 83)
 AI7625
 AI7625                          SUPERSEDED SURVEY CONTROL
 AI7625
 AI7625.No superseded survey control is available for this station.
 AI7625
 AI7625_MARKER: DD = SURVEY DISK
 AI7625_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI7625_SP_SET: BRIDGE ABUTMENT
 AI7625_STAMPING: BM 1494-15 RM1
 AI7625_MARK LOGO: SJRWMD
 AI7625_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7625+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 AI7625
 AI7625  HISTORY     - Date     Condition        Report By
 AI7625  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7625  HISTORY     - 19980602 GOOD             FLDEP
 AI7625
 AI7625                          STATION DESCRIPTION
 AI7625
 AI7625'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7625'THE MARK IS ON THE NORTH SIDE OF ORANGE LAKE, ABOUT 5.5 MI (8.9 KM)
 AI7625'NORTHWEST OF CITRA ON COUNTY ROAD 325 IN SECTION 36, TOWNSHIP 11
 AI7625'SOUTH, RANGE 21 EAST. TO REACH THE MARK FROM THE POST OFFICE IN CITRA,
 AI7625'GO WEST ON STATE ROAD 318 FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AI7625'U.S. HIGHWAY 301 (STATE ROAD 200), TURN RIGHT ON U.S. HIGHWAY 301
 AI7625'(STATE ROAD 200) AND GO NORTH FOR 2.55 MI (4.10 KM) TO THE JUNCTION OF
 AI7625'COUNTY ROAD 325 ON THE LEFT, TURN LEFT ON COUNTY ROAD 325 AND GO
 AI7625'WESTERLY FOR 4.7 MI (7.6 KM) TO THE WEST END OF THE BRIDGE OVER CROSS
 AI7625'CREEK AND THE MARK ON THE RIGHT, SET IN THE NORTHWEST CORNER OF THE
 AI7625'BRIDGE ABUTMENT. LOCATED 120.0 FT (36.6 M) WEST OF SJRWMD BENCH MARK
 AI7625'1494-15 AND 15.0 FT (4.6 M) NORTH OF THE CENTERLINE OF COUNTY ROAD
 AI7625'325.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7623 ***********************************************************************
 AI7623  DESIGNATION -  1495 15
 AI7623  PID         -  AI7623
 AI7623  STATE/COUNTY-  FL/ALACHUA
 AI7623  COUNTRY     -  US
 AI7623  USGS QUAD   -  MCINTOSH (2018)
 AI7623
 AI7623                         *CURRENT SURVEY CONTROL
 AI7623  ______________________________________________________________________
 AI7623* NAD 83(1986) POSITION- 29 28 44.9    (N) 082 09 34.4    (W)   HD_HELD2
 AI7623* NAVD 88 ORTHO HEIGHT -    18.909 (meters)       62.04  (feet) ADJUSTED
 AI7623  ______________________________________________________________________
 AI7623  GEOID HEIGHT    -        -27.922 (meters)                     GEOID18
 AI7623  DYNAMIC HEIGHT  -         18.883 (meters)       61.95  (feet) COMP
 AI7623  MODELED GRAVITY -    979,278.6   (mgal)                       NAVD 88
 AI7623
 AI7623  VERT ORDER      -  SECOND    CLASS I
 AI7623
 AI7623.The horizontal coordinates were established by autonomous hand held GPS
 AI7623.observations and have an estimated accuracy of +/- 10 meters.
 AI7623
 AI7623.The orthometric height was determined by differential leveling and
 AI7623.adjusted by the NATIONAL GEODETIC SURVEY
 AI7623.in January 2001.
 AI7623
 AI7623.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7623.GEOID18 height accuracy estimate available here.
 AI7623
 AI7623.Click photographs - Photos may exist for this station.
 AI7623
 AI7623.The dynamic height is computed by dividing the NAVD 88
 AI7623.geopotential number by the normal gravity value computed on the
 AI7623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7623.degrees latitude (g = 980.6199 gals.).
 AI7623
 AI7623.The modeled gravity was interpolated from observed gravity values.
 AI7623
 AI7623;                    North         East    Units  Estimated Accuracy
 AI7623;SPC FL N     -    55,442.      826,979.      MT  (+/- 10 meters HH2 GPS)
 AI7623
 AI7623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8758061631(NAD 83)
 AI7623
 AI7623                          SUPERSEDED SURVEY CONTROL
 AI7623
 AI7623.No superseded survey control is available for this station.
 AI7623
 AI7623_MARKER: DD = SURVEY DISK
 AI7623_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI7623_SP_SET: HEADWALL
 AI7623_STAMPING: BM 1495-15
 AI7623_MARK LOGO: SJRWMD
 AI7623_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7623+STABILITY: SURFACE MOTION
 AI7623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7623+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 AI7623
 AI7623  HISTORY     - Date     Condition        Report By
 AI7623  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7623  HISTORY     - 19980602 GOOD             FLDEP
 AI7623
 AI7623                          STATION DESCRIPTION
 AI7623
 AI7623'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7623'THE MARK IS ON THE NORTHEAST SIDE OF ORANGE LAKE, ABOUT 5.0 MI (8.0
 AI7623'KM) NORTHWEST OF CITRA ON COUNTY ROAD 325 IN SECTION 1, TOWNSHIP 12
 AI7623'SOUTH, RANGE 21 EAST. TO REACH THE MARK FROM THE POST OFFICE IN CITRA,
 AI7623'GO WEST ON STATE ROAD 318 FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AI7623'U.S. HIGHWAY 301 (STATE ROAD 200), TURN RIGHT ON U.S. HIGHWAY 301
 AI7623'(STATE ROAD 200) AND GO NORTH FOR 2.55 MI (4.10 KM) TO THE JUNCTION OF
 AI7623'COUNTY ROAD 325 ON THE LEFT, TURN LEFT ON COUNTY ROAD 325 AND GO
 AI7623'WESTERLY FOR 3.8 MI (6.1 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP
 AI7623'OF A CONCRETE HEADWALL 1.0 FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD
 AI7623'325. LOCATED APPROXIMATELY 154.0 FT (46.9 M) NORTH OF THE APPROXIMATE
 AI7623'EXTENDED CENTERLINE OF SE 190 PL, 81.0 FT (24.7 M) NORTH OF THE
 AI7623'APPROXIMATE CENTERLINE OF A DRIVEWAY AT RT3 BOX 87, 75.0 FT (22.9 M)
 AI7623'SOUTH OF THE EXTENDED CENTERLINE OF SE 189 PL, 20.0 FT (6.1 M) EAST OF
 AI7623'THE CENTERLINE OF COUNTY ROAD 325.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7621 ***********************************************************************
 AI7621  DESIGNATION -  1496 15
 AI7621  PID         -  AI7621
 AI7621  STATE/COUNTY-  FL/ALACHUA
 AI7621  COUNTRY     -  US
 AI7621  USGS QUAD   -  MCINTOSH (2018)
 AI7621
 AI7621                         *CURRENT SURVEY CONTROL
 AI7621  ______________________________________________________________________
 AI7621* NAD 83(1986) POSITION- 29 27 58.1    (N) 082 08 51.0    (W)   HD_HELD2
 AI7621* NAVD 88 ORTHO HEIGHT -    20.422 (meters)       67.00  (feet) ADJUSTED
 AI7621  ______________________________________________________________________
 AI7621  GEOID HEIGHT    -        -27.927 (meters)                     GEOID18
 AI7621  DYNAMIC HEIGHT  -         20.394 (meters)       66.91  (feet) COMP
 AI7621  MODELED GRAVITY -    979,277.5   (mgal)                       NAVD 88
 AI7621
 AI7621  VERT ORDER      -  SECOND    CLASS I
 AI7621
 AI7621.The horizontal coordinates were established by autonomous hand held GPS
 AI7621.observations and have an estimated accuracy of +/- 10 meters.
 AI7621
 AI7621.The orthometric height was determined by differential leveling and
 AI7621.adjusted by the NATIONAL GEODETIC SURVEY
 AI7621.in January 2001.
 AI7621
 AI7621.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7621.GEOID18 height accuracy estimate available here.
 AI7621
 AI7621.Click photographs - Photos may exist for this station.
 AI7621
 AI7621.The dynamic height is computed by dividing the NAVD 88
 AI7621.geopotential number by the normal gravity value computed on the
 AI7621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7621.degrees latitude (g = 980.6199 gals.).
 AI7621
 AI7621.The modeled gravity was interpolated from observed gravity values.
 AI7621
 AI7621;                    North         East    Units  Estimated Accuracy
 AI7621;SPC FL N     -    54,025.      828,178.      MT  (+/- 10 meters HH2 GPS)
 AI7621
 AI7621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN8873460179(NAD 83)
 AI7621
 AI7621                          SUPERSEDED SURVEY CONTROL
 AI7621
 AI7621.No superseded survey control is available for this station.
 AI7621
 AI7621_MARKER: DD = SURVEY DISK
 AI7621_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI7621_SP_SET: HEADWALL
 AI7621_STAMPING: BM 1496-15
 AI7621_MARK LOGO: SJRWMD
 AI7621_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7621+STABILITY: SURFACE MOTION
 AI7621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7621+SATELLITE: SATELLITE OBSERVATIONS - June 02, 1998
 AI7621
 AI7621  HISTORY     - Date     Condition        Report By
 AI7621  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7621  HISTORY     - 19980602 GOOD             FLDEP
 AI7621
 AI7621                          STATION DESCRIPTION
 AI7621
 AI7621'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7621'THE MARK IS ON THE NORTHEAST SIDE OF ORANGE LAKE, ABOUT 4.0 MI (6.4
 AI7621'KM) NORTHWEST OF CITRA ON COUNTY ROAD 325 IN SECTION 7, TOWNSHIP 12
 AI7621'SOUTH, RANGE 22 EAST. TO REACH THE MARK FROM THE POST OFFICE IN CITRA,
 AI7621'GO WEST ON STATE ROAD 318 FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF
 AI7621'U.S. HIGHWAY 301 (STATE ROAD 200), TURN RIGHT ON U.S. HIGHWAY 301
 AI7621'(STATE ROAD 200) AND GO NORTH FOR 2.55 MI (4.10 KM) TO THE JUNCTION OF
 AI7621'COUNTY ROAD 325 ON THE LEFT, TURN LEFT ON COUNTY ROAD 325 AND GO
 AI7621'WESTERLY FOR 2.6 MI (4.2 KM) TO THE MARK ON THE LEFT, SET IN THE TOP
 AI7621'OF A CONCRETE HEADWALL FLUSH WITH THE GROUND AND 0.6 FT (18.3 CM)
 AI7621'BELOW THE LEVEL OF COUNTY ROAD 325. LOCATED 17.5 FT (5.3 M) SOUTHWEST
 AI7621'OF THE CENTERLINE OF COUNTY ROAD 325, 13.0 FT (4.0 M) NORTHEAST OF A
 AI7621'BARBWIRE FENCE, 4.1 FT (1.2 M) SOUTHEAST OF THE NORTHWEST END OF THE
 AI7621'HEADWALL AND 4.1 FT (1.2 M) NORTHWEST OF THE SOUTHEAST END OF THE
 AI7621'HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7619 ***********************************************************************
 AI7619  DESIGNATION -  1498 15
 AI7619  PID         -  AI7619
 AI7619  STATE/COUNTY-  FL/ALACHUA
 AI7619  COUNTRY     -  US
 AI7619  USGS QUAD   -  CITRA (2018)
 AI7619
 AI7619                         *CURRENT SURVEY CONTROL
 AI7619  ______________________________________________________________________
 AI7619* NAD 83(1986) POSITION- 29 27 18.9    (N) 082 07 12.8    (W)   HD_HELD2
 AI7619* NAVD 88 ORTHO HEIGHT -    19.331 (meters)       63.42  (feet) ADJUSTED
 AI7619  ______________________________________________________________________
 AI7619  GEOID HEIGHT    -        -27.940 (meters)                     GEOID18
 AI7619  DYNAMIC HEIGHT  -         19.305 (meters)       63.34  (feet) COMP
 AI7619  MODELED GRAVITY -    979,276.7   (mgal)                       NAVD 88
 AI7619
 AI7619  VERT ORDER      -  SECOND    CLASS I
 AI7619
 AI7619.The horizontal coordinates were established by autonomous hand held GPS
 AI7619.observations and have an estimated accuracy of +/- 10 meters.
 AI7619
 AI7619.The orthometric height was determined by differential leveling and
 AI7619.adjusted by the NATIONAL GEODETIC SURVEY
 AI7619.in January 2001.
 AI7619
 AI7619.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7619.GEOID18 height accuracy estimate available here.
 AI7619
 AI7619.Click photographs - Photos may exist for this station.
 AI7619
 AI7619.The dynamic height is computed by dividing the NAVD 88
 AI7619.geopotential number by the normal gravity value computed on the
 AI7619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7619.degrees latitude (g = 980.6199 gals.).
 AI7619
 AI7619.The modeled gravity was interpolated from observed gravity values.
 AI7619
 AI7619;                    North         East    Units  Estimated Accuracy
 AI7619;SPC FL N     -    52,873.      830,849.      MT  (+/- 10 meters HH2 GPS)
 AI7619
 AI7619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9136858947(NAD 83)
 AI7619
 AI7619                          SUPERSEDED SURVEY CONTROL
 AI7619
 AI7619.No superseded survey control is available for this station.
 AI7619
 AI7619_MARKER: DD = SURVEY DISK
 AI7619_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI7619_SP_SET: HEADWALL
 AI7619_STAMPING: BM 1498-15
 AI7619_MARK LOGO: SJRWMD
 AI7619_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7619+STABILITY: SURFACE MOTION
 AI7619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7619+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1998
 AI7619
 AI7619  HISTORY     - Date     Condition        Report By
 AI7619  HISTORY     - UNK      MONUMENTED       SJRWMD
 AI7619  HISTORY     - 19980601 GOOD             FLDEP
 AI7619
 AI7619                          STATION DESCRIPTION
 AI7619
 AI7619'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 AI7619'THE MARK IS ABOUT 20.0 MI (32.2 KM) NORTH OF OCALA, 4.0 MI (6.4 KM)
 AI7619'SOUTH OF LOCHLOOSA, 3.0 MI (4.8 KM) NORTH OF CITRA ON COUNTY ROAD 325
 AI7619'IN SECTION 9, TOWNSHIP 12 SOUTH, RANGE 22 EAST. TO REACH THE MARK FROM
 AI7619'THE POST OFFICE IN CITRA, GO WEST ON STATE ROAD 318 FOR 0.05 MI (0.08
 AI7619'KM) TO THE INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 200), TURN
 AI7619'RIGHT ON U.S. HIGHWAY 301 (STATE ROAD 200) AND GO NORTH FOR 2.55 MI
 AI7619'(4.10 KM) TO THE JUNCTION OF COUNTY ROAD 325 ON THE LEFT, TURN LEFT ON
 AI7619'COUNTY ROAD 325 AND GO WESTERLY FOR 0.7 MI (1.1 KM) TO THE MARK ON THE
 AI7619'LEFT, A SJRWMD DISK SET IN THE TOP OF A CONCRETE HEADWALL FLUSH WITH
 AI7619'THE GROUND AND 0.6 FT (18.3 CM) BELOW THE LEVEL OF COUNTY ROAD 325.
 AI7619'LOCATED 18.8 FT (5.7 M) NORTH OF A FENCE, 16.0 FT (4.9 M) SOUTH OF THE
 AI7619'CENTERLINE OF COUNTY ROAD 325, 7.0 FT (2.1 M) EAST OF THE WEST END OF
 AI7619'THE HEADWALL AND 6.4 FT (2.0 M) WEST OF THE EAST END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1637 ***********************************************************************
 AK1637  DESIGNATION -  15
 AK1637  PID         -  AK1637
 AK1637  STATE/COUNTY-  FL/POLK
 AK1637  COUNTRY     -  US
 AK1637  USGS QUAD   -  DAVENPORT (2018)
 AK1637
 AK1637                         *CURRENT SURVEY CONTROL
 AK1637  ______________________________________________________________________
 AK1637* NAD 83(1986) POSITION- 28 09 57.     (N) 081 36 03.     (W)   SCALED
 AK1637* NAVD 88 ORTHO HEIGHT -    39.646 (meters)      130.07  (feet) ADJUSTED
 AK1637  ______________________________________________________________________
 AK1637  GEOID HEIGHT    -        -27.328 (meters)                     GEOID18
 AK1637  DYNAMIC HEIGHT  -         39.586 (meters)      129.88  (feet) COMP
 AK1637  MODELED GRAVITY -    979,150.8   (mgal)                       NAVD 88
 AK1637
 AK1637  VERT ORDER      -  FIRST     CLASS II
 AK1637
 AK1637.The horizontal coordinates were scaled from a map and have
 AK1637.an estimated accuracy of +/- 6 seconds.
 AK1637
 AK1637.The orthometric height was determined by differential leveling and
 AK1637.adjusted by the NATIONAL GEODETIC SURVEY
 AK1637.in June 1991.
 AK1637
 AK1637.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1637.GEOID18 height accuracy estimate available here.
 AK1637
 AK1637.Click photographs - Photos may exist for this station.
 AK1637
 AK1637.The dynamic height is computed by dividing the NAVD 88
 AK1637.geopotential number by the normal gravity value computed on the
 AK1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1637.degrees latitude (g = 980.6199 gals.).
 AK1637
 AK1637.The modeled gravity was interpolated from observed gravity values.
 AK1637
 AK1637;                    North         East    Units  Estimated Accuracy
 AK1637;SPC FL W     -   424,650.      239,200.      MT  (+/- 180 meters Scaled)
 AK1637
 AK1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM410157(NAD 83)
 AK1637
 AK1637                          SUPERSEDED SURVEY CONTROL
 AK1637
 AK1637  NGVD 29 (??/??/92)   39.903  (m)          130.92   (f) ADJ UNCH    1 2
 AK1637
 AK1637.Superseded values are not recommended for survey control.
 AK1637
 AK1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1637.See file dsdata.pdf to determine how the superseded data were derived.
 AK1637
 AK1637_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AK1637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1637_SP_SET: PLATFORM
 AK1637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1637
 AK1637  HISTORY     - Date     Condition        Report By
 AK1637  HISTORY     - UNK      MONUMENTED       FLHD
 AK1637  HISTORY     - 1958     MARK NOT FOUND   CGS
 AK1637  HISTORY     - 20030915 MARK NOT FOUND   FL-105
 AK1637  HISTORY     - 20050116 MARK NOT FOUND   USPSQD
 AK1637  HISTORY     - 20100803 MARK NOT FOUND   FLDEP
 AK1637
 AK1637                          STATION DESCRIPTION
 AK1637
 AK1637'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AK1637'0.5 MI N FROM DAVENPORT.
 AK1637'0.5 MILE NORTH OF THE ATLANTIC COAST LINE RAILROAD STATION AT
 AK1637'DAVENPORT, POLK COUNTY, AT THE SOUTHEAST CORNER OF THE PACKING
 AK1637'AND CANNING PLANT OF THE HOLY HILL FRUIT PRODUCTS CO., AT THE
 AK1637'EDGE OF THE LOADING PLATFORM, AND ON THE SOUTH END OF AN 8-INCH
 AK1637'CHANNEL IRON.  THE UPPER SURFACE OF THE CHANNEL BEAM.
 AK1637
 AK1637                          STATION RECOVERY (2003)
 AK1637
 AK1637'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (RWY)
 AK1637'MARK NOT FOUND. RECOVERY NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AK1637'DEPARTMENT.
 AK1637
 AK1637                          STATION RECOVERY (2005)
 AK1637
 AK1637'RECOVERY NOTE BY US POWER SQUADRON 2005 (DNM)
 AK1637'NEW BUILDING ADDED TO FACTORY AND NO MARKS WERE FOUND.
 AK1637
 AK1637                          STATION RECOVERY (2010)
 AK1637
 AK1637'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (BPJ)
 AK1637'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3549 ***********************************************************************
 BE3549  DESIGNATION -  15
 BE3549  PID         -  BE3549
 BE3549  STATE/COUNTY-  FL/BAY
 BE3549  COUNTRY     -  US
 BE3549  USGS QUAD   -  ALLANTON (2018)
 BE3549
 BE3549                         *CURRENT SURVEY CONTROL
 BE3549  ______________________________________________________________________
 BE3549* NAD 83(1990) POSITION- 30 01 09.51956(N) 085 27 02.27015(W)   ADJUSTED
 BE3549* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 BE3549  ______________________________________________________________________
 BE3549  GEOID HEIGHT    -        -27.589 (meters)                     GEOID18
 BE3549  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 BE3549  HORZ ORDER      -  SECOND
 BE3549
 BE3549.The horizontal coordinates were established by classical geodetic methods
 BE3549.and adjusted by the National Geodetic Survey in May 1991.
 BE3549
 BE3549.The orthometric height was scaled from a topographic map.
 BE3549
 BE3549.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3549.GEOID18 height accuracy estimate available here.
 BE3549
 BE3549.Click photographs - Photos may exist for this station.
 BE3549
 BE3549.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE3549
 BE3549. The following values were computed from the NAD 83(1990) position.
 BE3549
 BE3549;                    North         East     Units Scale Factor Converg.
 BE3549;SPC FL N     -   113,370.067   508,300.441   MT  0.99995175   -0 28 39.8
 BE3549;SPC FL N     -   371,948.29  1,667,649.03   sFT  0.99995175   -0 28 39.8
 BE3549;UTM  16      - 3,321,936.009   649,413.315   MT  0.99987543   +0 46 31.0
 BE3549
 BE3549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3549!SPC FL N     -   1.00000420  x   0.99995175  =   0.99995595
 BE3549!UTM  16      -   1.00000420  x   0.99987543  =   0.99987963
 BE3549
 BE3549:                Primary Azimuth Mark                     Grid Az
 BE3549:SPC FL N     -  14                                       014 41 10.7
 BE3549:UTM  16      -  14                                       013 25 59.9
 BE3549
 BE3549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU4941321936(NAD 83)
 BE3549
 BE3549|---------------------------------------------------------------------|
 BE3549| PID    Reference Object                     Distance      Geod. Az  |
 BE3549|                                                           dddmmss.s |
 BE3549| BE3542 14                                  APPROX. 3.4 KM 0141230.9 |
 BE3549| CW2613 15 RM 1                              21.410 METERS 19501     |
 BE3549| CW2614 15 RM 2                              35.410 METERS 25141     |
 BE3549|---------------------------------------------------------------------|
 BE3549
 BE3549                          SUPERSEDED SURVEY CONTROL
 BE3549
 BE3549  NAD 83(1986)-  30 01 09.53038(N)    085 27 02.28454(W) AD(       ) 2
 BE3549  NAD 27      -  30 01 08.79600(N)    085 27 02.56700(W) AD(       ) 2
 BE3549
 BE3549.Superseded values are not recommended for survey control.
 BE3549
 BE3549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3549.See file dsdata.pdf to determine how the superseded data were derived.
 BE3549
 BE3549_MARKER: Z = SEE DESCRIPTION
 BE3549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3549
 BE3549  HISTORY     - Date     Condition        Report By
 BE3549  HISTORY     - 1934     MONUMENTED       USACE
 BE3549  HISTORY     - 1946     GOOD             CGS
 BE3549  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 BE3549
 BE3549                          STATION DESCRIPTION
 BE3549
 BE3549'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1934 (WDP)
 BE3549'STATION IS LOCATED ON THE S SHORE OF EAST BAY ABOUT 1 MILE E
 BE3549'OF FARMDALE, ON A SMALL POINT.  ABOUT 7 METERS FROM
 BE3549'HIGH-WATER LINE.  AND IS MARKED BY A 4-INCH SQUARE CONCRETE POST
 BE3549'WITH A BRASS PIN IN THE CENTER, PROJECTING 5 INCHES ABOVE THE
 BE3549'SURFACE OF THE GROUND.  THE STATION HAS TWO REFERENCE MARKS
 BE3549'STAMPED U.S.E.D. 15, 1934 NO. 1 AND U.S.E.D. 15, 1934 NO. 2.
 BE3549'
 BE3549'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 BE3549'CONCRETE, IN THE TOP OF A TILE.
 BE3549'
 BE3549'HEIGHT OF LIGHT ABOVE STATION MARK 21.5 METERS.
 BE3549
 BE3549                          STATION RECOVERY (1946)
 BE3549
 BE3549'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BE3549'PUBLISHED DESCRIPTION ADEQUATE, ALL MARKS FOUND IN GOOD
 BE3549'CONDITION.  DISTANCES TO REFERENCE MARKS TAPED AND FOUND CORRECT.
 BE3549
 BE3549                          STATION RECOVERY (1995)
 BE3549
 BE3549'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE3549'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6722 ***********************************************************************
 AK6722  DESIGNATION -  15
 AK6722  PID         -  AK6722
 AK6722  STATE/COUNTY-  FL/LAKE
 AK6722  COUNTRY     -  US
 AK6722  USGS QUAD   -  SANFORD SW (2018)
 AK6722
 AK6722                         *CURRENT SURVEY CONTROL
 AK6722  ______________________________________________________________________
 AK6722* NAD 83(1990) POSITION- 28 48 54.79574(N) 081 25 11.05531(W)   ADJUSTED
 AK6722* NAVD 88 ORTHO HEIGHT -     6.17  (+/-2cm)       20.2   (feet) VERTCON3
 AK6722  ______________________________________________________________________
 AK6722  GEOID HEIGHT    -        -27.728 (meters)                     GEOID18
 AK6722  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 AK6722  HORZ ORDER      -  SECOND
 AK6722  VERT ORDER      -  THIRD ? (See Below)
 AK6722
 AK6722.The horizontal coordinates were established by classical geodetic methods
 AK6722.and adjusted by the National Geodetic Survey in May 1991.
 AK6722
 AK6722.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6722
 AK6722.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6722.GEOID18 height accuracy estimate available here.
 AK6722
 AK6722.The vertical order pertains to the NGVD 29 superseded value.
 AK6722
 AK6722.Click photographs - Photos may exist for this station.
 AK6722
 AK6722.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6722
 AK6722. The following values were computed from the NAD 83(1990) position.
 AK6722
 AK6722;                    North         East     Units Scale Factor Converg.
 AK6722;SPC FL E     -   496,623.742   159,030.915   MT  0.99996188   -0 12 08.3
 AK6722;SPC FL E     - 1,629,339.73    521,753.93   sFT  0.99996188   -0 12 08.3
 AK6722;UTM  17      - 3,187,586.278   459,044.894   MT  0.99962070   -0 12 08.3
 AK6722
 AK6722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6722!SPC FL E     -   1.00000339  x   0.99996188  =   0.99996527
 AK6722!UTM  17      -   1.00000339  x   0.99962070  =   0.99962409
 AK6722
 AK6722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5904487586(NAD 83)
 AK6722
 AK6722                          SUPERSEDED SURVEY CONTROL
 AK6722
 AK6722  NAD 83(1986)-  28 48 54.80348(N)    081 25 11.06957(W) AD(       ) 2
 AK6722  NAD 27      -  28 48 53.82782(N)    081 25 11.82419(W) AD(       ) 2
 AK6722  NGVD 29               6.49   (m)           21.3    (f) LEVELING    3  
 AK6722
 AK6722.Superseded values are not recommended for survey control.
 AK6722
 AK6722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6722.See file dsdata.pdf to determine how the superseded data were derived.
 AK6722
 AK6722_MARKER: DD = SURVEY DISK
 AK6722_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK6722_SP_SET: CURB
 AK6722_STAMPING: LWR 15 1974
 AK6722_MARK LOGO: USACE
 AK6722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6722
 AK6722  HISTORY     - Date     Condition        Report By
 AK6722  HISTORY     - 1974     MONUMENTED       USACE
 AK6722  HISTORY     - 1977     GOOD             NGS
 AK6722
 AK6722                          STATION DESCRIPTION
 AK6722
 AK6722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977 (JLC)
 AK6722'THE STATION IS LOCATED ABOUT 9-1/4 MILES WEST OF SANFORD, 7
 AK6722'MILES SOUTHWEST OF DE BARY, ON A BRIDGE OVER THE WEKIVA RIVER,
 AK6722'AND ON STATE HIGHWAY RIGHT-OF-WAY, IN THE SW 1/4 SEC. 22,
 AK6722'T.19S.,R.29E.
 AK6722'
 AK6722'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 4
 AK6722'AND STATE HIGHWAY 46 NEAR SANFORD, GO WEST ON STATE HIGHWAY 46
 AK6722'FOR 4.9 MILES TO A BRIDGE OVER THE WEKIVA RIVER AND THE STATION
 AK6722'AS DESCRIBED.
 AK6722'
 AK6722'STATION MARK, STAMPED---LWR 15 1974---, IS A STANDARD U.S. ARMY
 AK6722'CORPS OF ENGINEERS DISK THAT IS CEMENTED IN A DRILL HOLE IN THE
 AK6722'CONCRETE CURB OF A BRIDGE AND PROJECTS ABOUT 6 INCHES ABOVE THE
 AK6722'ROAD SURFACE.  IT IS 41.6 FEET EAST OF THE WEST END OF THE
 AK6722'NORTH CURB OF THE CONCRETE BRIDGE AND 12.8 FEET NORTH OF THE
 AK6722'CENTER OF STATE HIGHWAY 46.
 AK6722'
 AK6722'THE HEIGHT OF LIGHT ABOVE THE MARK WAS 0.1 OF A METER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9721 ***********************************************************************
 DN9721  DESIGNATION -  15
 DN9721  PID         -  DN9721
 DN9721  STATE/COUNTY-  FL/POLK
 DN9721  COUNTRY     -  US
 DN9721  USGS QUAD   -  WINTER HAVEN (2018)
 DN9721
 DN9721                         *CURRENT SURVEY CONTROL
 DN9721  ______________________________________________________________________
 DN9721* NAD 83(1986) POSITION- 28 05 04.2    (N) 081 37 55.2    (W)   HD_HELD2
 DN9721* NAVD 88 ORTHO HEIGHT -    42.724 (meters)      140.17  (feet) ADJUSTED
 DN9721  ______________________________________________________________________
 DN9721  GEOID HEIGHT    -        -27.032 (meters)                     GEOID18
 DN9721  DYNAMIC HEIGHT  -         42.660 (meters)      139.96  (feet) COMP
 DN9721  MODELED GRAVITY -    979,150.5   (mgal)                       NAVD 88
 DN9721
 DN9721  VERT ORDER      -  FIRST     CLASS II
 DN9721
 DN9721.The horizontal coordinates were established by autonomous hand held GPS
 DN9721.observations and have an estimated accuracy of +/- 10 meters.
 DN9721
 DN9721.The orthometric height was determined by differential leveling and
 DN9721.adjusted by the NATIONAL GEODETIC SURVEY
 DN9721.in December 2012.
 DN9721
 DN9721.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9721.GEOID18 height accuracy estimate available here.
 DN9721
 DN9721.Click photographs - Photos may exist for this station.
 DN9721
 DN9721.The dynamic height is computed by dividing the NAVD 88
 DN9721.geopotential number by the normal gravity value computed on the
 DN9721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9721.degrees latitude (g = 980.6199 gals.).
 DN9721
 DN9721.The modeled gravity was interpolated from observed gravity values.
 DN9721
 DN9721;                    North         East    Units  Estimated Accuracy
 DN9721;SPC FL W     -   415,627.      236,167.      MT  (+/- 10 meters HH2 GPS)
 DN9721
 DN9721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3790706724(NAD 83)
 DN9721
 DN9721                          SUPERSEDED SURVEY CONTROL
 DN9721
 DN9721.No superseded survey control is available for this station.
 DN9721
 DN9721_MARKER: DD = SURVEY DISK
 DN9721_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN9721_SP_SET: CULVERT HEADWALL
 DN9721_STAMPING: 15
 DN9721_MARK LOGO: FLSRD
 DN9721_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9721+STABILITY: SURFACE MOTION
 DN9721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9721+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2012
 DN9721
 DN9721  HISTORY     - Date     Condition        Report By
 DN9721  HISTORY     - UNK      MONUMENTED       FLSRD
 DN9721  HISTORY     - 20100627 GOOD             FLDEP
 DN9721  HISTORY     - 20120606 GOOD             FLDEP
 DN9721
 DN9721                          STATION DESCRIPTION
 DN9721
 DN9721'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9721'THE MARK IS ABOUT 7.5 MI (12.1 KM) NORTHEAST OF WINTER HAVEN, 5.6 MI
 DN9721'(9.0 KM) SOUTH-SOUTHWEST OF DAVENPORT, 4.4 MI (7.1 KM) NORTH OF
 DN9721'DUNDEE, IN SECTION 32, TOWNSHIP 27 SOUTH, RANGE 27 EAST.
 DN9721'
 DN9721'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17, U.S. HIGHWAY
 DN9721'27 ALTERNATE, COUNTY ROAD 544 AND STATE ROAD 544 (SCENIC HIGHWAY) IN
 DN9721'HAINES CITY, GO WEST ON STATE ROAD 544 (SCENIC HIGHWAY) FOR 0.6 MI
 DN9721'(1.0 KM) TO THE JUNCTION OF LA VISTA DRIVE ON THE LEFT, A CULVERT
 DN9721'CROSSING AND THE MARK ON THE RIGHT.  THE MARK CAN ALSO BE REACHED FROM
 DN9721'THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE ROAD 544 (SCENIC
 DN9721'HIGHWAY) ABOUT 2.0 MI (3.2 KM) SOUTHWEST OF HAINES CITY, GO EAST ON
 DN9721'STATE ROAD 544 (SCENIC HIGHWAY) FOR 1.15 MI (1.9 KM) TO THE JUNCTION
 DN9721'OF LA VISTA DRIVE ON THE RIGHT, A CULVERT CROSSING AND THE MARK ON THE
 DN9721'LEFT, SET FLUSH IN THE TOP OF A CONCRETE CULVERT HEADWALL ABOUT 1.5 FT
 DN9721'(0.5 M) BELOW THE LEVEL OF STATE ROAD 544 (SCENIC HIGHWAY).
 DN9721'
 DN9721'LOCATED 92.7 FT (28.3 M) WEST OF POWER POLE NUMBER 6-1174, 58.6 FT
 DN9721'(17.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 544 (SCENIC
 DN9721'HIGHWAY), 42.0 FT (12.8 M) SOUTHEAST OF A LIFT STATION ELECTRICAL
 DN9721'PANEL, 15.6 FT (4.8 M) WEST OF THE APPROXIMATE EXTENDED CENTERLINE OF
 DN9721'LA VISTA DRIVE AND 7.5 FT (2.3 M) SOUTH OF A CARSONITE WITNESS POST.
 DN9721
 DN9721                          STATION RECOVERY (2012)
 DN9721
 DN9721'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (BPJ)
 DN9721'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0023 ***********************************************************************
 AG0023  DESIGNATION -  15 68 B 02
 AG0023  PID         -  AG0023
 AG0023  STATE/COUNTY-  FL/PINELLAS
 AG0023  COUNTRY     -  US
 AG0023  USGS QUAD   -  SEMINOLE (2018)
 AG0023
 AG0023                         *CURRENT SURVEY CONTROL
 AG0023  ______________________________________________________________________
 AG0023* NAD 83(1986) POSITION- 27 48 01.     (N) 082 48 05.     (W)   SCALED
 AG0023* NAVD 88 ORTHO HEIGHT -     1.472 (meters)        4.83  (feet) ADJUSTED
 AG0023  ______________________________________________________________________
 AG0023  GEOID HEIGHT    -        -24.339 (meters)                     GEOID18
 AG0023  DYNAMIC HEIGHT  -          1.470 (meters)        4.82  (feet) COMP
 AG0023  MODELED GRAVITY -    979,179.7   (mgal)                       NAVD 88
 AG0023
 AG0023  VERT ORDER      -  SECOND    CLASS II
 AG0023
 AG0023.The horizontal coordinates were scaled from a map and have
 AG0023.an estimated accuracy of +/- 6 seconds.
 AG0023
 AG0023.The orthometric height was determined by differential leveling and
 AG0023.adjusted by the NATIONAL GEODETIC SURVEY
 AG0023.in June 1991.
 AG0023
 AG0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0023.GEOID18 height accuracy estimate available here.
 AG0023
 AG0023.Click photographs - Photos may exist for this station.
 AG0023
 AG0023.The dynamic height is computed by dividing the NAVD 88
 AG0023.geopotential number by the normal gravity value computed on the
 AG0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0023.degrees latitude (g = 980.6199 gals.).
 AG0023
 AG0023.The modeled gravity was interpolated from observed gravity values.
 AG0023
 AG0023;                    North         East    Units  Estimated Accuracy
 AG0023;SPC FL W     -   384,340.      121,030.      MT  (+/- 180 meters Scaled)
 AG0023
 AG0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL225763(NAD 83)
 AG0023
 AG0023                          SUPERSEDED SURVEY CONTROL
 AG0023
 AG0023  NGVD 29 (??/??/92)    1.741  (m)            5.71   (f) ADJ UNCH    2 2
 AG0023
 AG0023.Superseded values are not recommended for survey control.
 AG0023
 AG0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0023.See file dsdata.pdf to determine how the superseded data were derived.
 AG0023
 AG0023_MARKER: DD = SURVEY DISK
 AG0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0023_STAMPING: 15-68-B02
 AG0023_MARK LOGO: FLDT
 AG0023_PROJECTION: RECESSED 10 CENTIMETERS
 AG0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0023+STABILITY: SURFACE MOTION
 AG0023
 AG0023  HISTORY     - Date     Condition        Report By
 AG0023  HISTORY     - UNK      MONUMENTED       FLDT
 AG0023  HISTORY     - 1976     GOOD             FLDT
 AG0023  HISTORY     - 1977     GOOD             FL-103
 AG0023  HISTORY     - 20220105 MARK NOT FOUND   FLDEP
 AG0023
 AG0023                          STATION DESCRIPTION
 AG0023
 AG0023'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0023'AT MADIERA BEACH.
 AG0023'STATION IS AT THE INTERSECTION OF GULF BLVD. (S.R. 699) AND
 AG0023'WELCH CAUSEWAY (S.R. 699), IN TRIANGULAR MEDIAN, 36.0 FT. NE
 AG0023'OF THE CENTERLINE OF GULF BLVD., 10.5 FT. NW OF THE CENTERLINE
 AG0023'OF MADIERA BEACH CAUSEWAY, 1.5 FT. NE OF THE BACK OF CURB,
 AG0023'1.7 FT. NW OF THE BACK OF CURB.  SET IN TOP OF A CONCRETE POST
 AG0023'THAT IS 4 INCHES BELOW THE GROUND.  SECTION 9, T31S, R15E.
 AG0023
 AG0023                          STATION RECOVERY (1977)
 AG0023
 AG0023'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0023'RECOVERED IN GOOD CONDITION.
 AG0023
 AG0023                          STATION RECOVERY (2022)
 AG0023
 AG0023'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (GF)
 AG0023'POINT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0025 ***********************************************************************
 AG0025  DESIGNATION -  15 71 B 02
 AG0025  PID         -  AG0025
 AG0025  STATE/COUNTY-  FL/PINELLAS
 AG0025  COUNTRY     -  US
 AG0025  USGS QUAD   -  SEMINOLE (2018)
 AG0025
 AG0025                         *CURRENT SURVEY CONTROL
 AG0025  ______________________________________________________________________
 AG0025* NAD 83(1986) POSITION- 27 48 49.     (N) 082 46 29.     (W)   SCALED
 AG0025* NAVD 88 ORTHO HEIGHT -     2.781 (meters)        9.12  (feet) ADJUSTED
 AG0025  ______________________________________________________________________
 AG0025  GEOID HEIGHT    -        -24.396 (meters)                     GEOID18
 AG0025  DYNAMIC HEIGHT  -          2.777 (meters)        9.11  (feet) COMP
 AG0025  MODELED GRAVITY -    979,180.1   (mgal)                       NAVD 88
 AG0025
 AG0025  VERT ORDER      -  SECOND    CLASS II
 AG0025
 AG0025.The horizontal coordinates were scaled from a map and have
 AG0025.an estimated accuracy of +/- 6 seconds.
 AG0025
 AG0025.The orthometric height was determined by differential leveling and
 AG0025.adjusted by the NATIONAL GEODETIC SURVEY
 AG0025.in June 1991.
 AG0025
 AG0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0025.GEOID18 height accuracy estimate available here.
 AG0025
 AG0025.Click photographs - Photos may exist for this station.
 AG0025
 AG0025.The dynamic height is computed by dividing the NAVD 88
 AG0025.geopotential number by the normal gravity value computed on the
 AG0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0025.degrees latitude (g = 980.6199 gals.).
 AG0025
 AG0025.The modeled gravity was interpolated from observed gravity values.
 AG0025
 AG0025;                    North         East    Units  Estimated Accuracy
 AG0025;SPC FL W     -   385,800.      123,670.      MT  (+/- 180 meters Scaled)
 AG0025
 AG0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL251778(NAD 83)
 AG0025
 AG0025                          SUPERSEDED SURVEY CONTROL
 AG0025
 AG0025  NGVD 29 (??/??/92)    3.049  (m)           10.00   (f) ADJ UNCH    2 2
 AG0025
 AG0025.Superseded values are not recommended for survey control.
 AG0025
 AG0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0025.See file dsdata.pdf to determine how the superseded data were derived.
 AG0025
 AG0025_MARKER: DD = SURVEY DISK
 AG0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0025_STAMPING: 15-71-B02
 AG0025_MARK LOGO: FLDT
 AG0025_PROJECTION: RECESSED 10 CENTIMETERS
 AG0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0025+STABILITY: SURFACE MOTION
 AG0025
 AG0025  HISTORY     - Date     Condition        Report By
 AG0025  HISTORY     - UNK      MONUMENTED       FLDT
 AG0025  HISTORY     - 1976     GOOD             FLDT
 AG0025  HISTORY     - 1977     GOOD             FL-103
 AG0025
 AG0025                          STATION DESCRIPTION
 AG0025
 AG0025'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0025'2.5 MI SE FROM SEMINOLE.
 AG0025'TO REACH THE STATION FROM THE INTERSECTION OF PARK STREET (S.R.
 AG0025'695/C.R. 34) AND U.S. ALT. 19 (S.R. 595/TYRONE BLVD.), RUN
 AG0025'WESTERLY ON U.S. ALT. 19 FOR 1.25 MILE.  STATION ON LEFT, 54.4 FT.
 AG0025'SOUTH OF THE CENTERLINE OF U.S. ALT. 19, 104.8 FT. S/SE OF POWER
 AG0025'POLE, NUMBER 102510, 87.0 FT. NE OF A 30 INCH PINE TREE, 62.0 FT.
 AG0025'NW OF A 15 INCH PINE TREE, 32.7 FT. SOUTH OF EDGE OF PAVEMENT, 10.2
 AG0025'FT. NORTH OF 3 FT. CONCRETE BLOCK WALL.  SET IN TOP OF A CONCRETE
 AG0025'POST THAT IS 4 INCHES BELOW THE GROUND.  SECTION 2, T 31S, R 15E.
 AG0025
 AG0025                          STATION RECOVERY (1977)
 AG0025
 AG0025'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6993 ***********************************************************************
 AG6993  DESIGNATION -  15 71 B 05 FLDT
 AG6993  PID         -  AG6993
 AG6993  STATE/COUNTY-  FL/PINELLAS
 AG6993  COUNTRY     -  US
 AG6993  USGS QUAD   -  SEMINOLE (2018)
 AG6993
 AG6993                         *CURRENT SURVEY CONTROL
 AG6993  ______________________________________________________________________
 AG6993* NAD 83(1986) POSITION- 27 49 23.     (N) 082 47 13.     (W)   SCALED
 AG6993* NAVD 88 ORTHO HEIGHT -    10.222 (meters)       33.54  (feet) ADJUSTED
 AG6993  ______________________________________________________________________
 AG6993  GEOID HEIGHT    -        -24.395 (meters)                     GEOID18
 AG6993  DYNAMIC HEIGHT  -         10.207 (meters)       33.49  (feet) COMP
 AG6993  MODELED GRAVITY -    979,181.0   (mgal)                       NAVD 88
 AG6993
 AG6993  VERT ORDER      -  SECOND    CLASS II
 AG6993
 AG6993.The horizontal coordinates were scaled from a map and have
 AG6993.an estimated accuracy of +/- 6 seconds.
 AG6993
 AG6993.The orthometric height was determined by differential leveling and
 AG6993.adjusted by the NATIONAL GEODETIC SURVEY
 AG6993.in June 1991.
 AG6993
 AG6993.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6993.GEOID18 height accuracy estimate available here.
 AG6993
 AG6993.Click photographs - Photos may exist for this station.
 AG6993
 AG6993.The dynamic height is computed by dividing the NAVD 88
 AG6993.geopotential number by the normal gravity value computed on the
 AG6993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6993.degrees latitude (g = 980.6199 gals.).
 AG6993
 AG6993.The modeled gravity was interpolated from observed gravity values.
 AG6993
 AG6993;                    North         East    Units  Estimated Accuracy
 AG6993;SPC FL W     -   386,850.      122,470.      MT  (+/- 180 meters Scaled)
 AG6993
 AG6993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL240788(NAD 83)
 AG6993
 AG6993                          SUPERSEDED SURVEY CONTROL
 AG6993
 AG6993  NGVD 29 (??/??/92)   10.489  (m)           34.41   (f) ADJ UNCH    2 2
 AG6993
 AG6993.Superseded values are not recommended for survey control.
 AG6993
 AG6993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6993.See file dsdata.pdf to determine how the superseded data were derived.
 AG6993
 AG6993_MARKER: DE = TRAVERSE STATION DISK
 AG6993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6993_STAMPING: 15-71-B05
 AG6993_PROJECTION: RECESSED 5 CENTIMETERS
 AG6993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6993+STABILITY: SURFACE MOTION
 AG6993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6993+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2001
 AG6993
 AG6993  HISTORY     - Date     Condition        Report By
 AG6993  HISTORY     - UNK      MONUMENTED       FLDT
 AG6993  HISTORY     - 1977     GOOD             FL-103
 AG6993  HISTORY     - 1983     GOOD             LOCSUR
 AG6993  HISTORY     - 20011230 GOOD             USPSQD
 AG6993  HISTORY     - 20080826 GOOD             PINCPW
 AG6993
 AG6993                          STATION DESCRIPTION
 AG6993
 AG6993'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG6993'IN SEMINOLE.
 AG6993'TO REACH THE STATION FROM THE INTERSECTION OF SR S-694 74TH AVE., PARK
 AG6993'BLVD. AND U.S. ALT. HWY. 19 SR 595, SEMINOLE BLVD., RUN SOUTHERLY ON
 AG6993'U.S. ALT. HWY. 19 FOR 1.20 MILES TO THE INTERSECTION OF PINEAPPLE RD.
 AG6993'STATION IN MEDIAN STRIP, 4.0 FT. EAST OF THE CENTERLINE OF U.S. ALT.
 AG6993'HWY. 19, 39.0 FT. SOUTH OF THE EXTENDED CENTERLINE OF PINEAPPLE RD.,
 AG6993'59.5 FT. N.W. OF A POWER POLE NUMBER 1A-35590 R, 6.0 FT. SOUTH OF THE
 AG6993'BACK OF CURB OF THE NORTH END OF TRAFFIC MEDIAN STRIP. SET IN THE TOP
 AG6993'OF A CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND.
 AG6993
 AG6993                          STATION RECOVERY (1983)
 AG6993
 AG6993'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AG6993'RECOVERED IN GOOD CONDITION.
 AG6993
 AG6993                          STATION RECOVERY (2001)
 AG6993
 AG6993'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 AG6993'RECOVERED IN GOOD CONDITION.
 AG6993
 AG6993                          STATION RECOVERY (2008)
 AG6993
 AG6993'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (RD)
 AG6993'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6995 ***********************************************************************
 AG6995  DESIGNATION -  15 71 B 06 FLDT
 AG6995  PID         -  AG6995
 AG6995  STATE/COUNTY-  FL/PINELLAS
 AG6995  COUNTRY     -  US
 AG6995  USGS QUAD   -  SEMINOLE (2018)
 AG6995
 AG6995                         *CURRENT SURVEY CONTROL
 AG6995  ______________________________________________________________________
 AG6995* NAD 83(1986) POSITION- 27 49 43.     (N) 082 47 13.     (W)   SCALED
 AG6995* NAVD 88 ORTHO HEIGHT -    11.580 (meters)       37.99  (feet) ADJUSTED
 AG6995  ______________________________________________________________________
 AG6995  GEOID HEIGHT    -        -24.404 (meters)                     GEOID18
 AG6995  DYNAMIC HEIGHT  -         11.563 (meters)       37.94  (feet) COMP
 AG6995  MODELED GRAVITY -    979,181.4   (mgal)                       NAVD 88
 AG6995
 AG6995  VERT ORDER      -  SECOND    CLASS II
 AG6995
 AG6995.The horizontal coordinates were scaled from a map and have
 AG6995.an estimated accuracy of +/- 6 seconds.
 AG6995
 AG6995.The orthometric height was determined by differential leveling and
 AG6995.adjusted by the NATIONAL GEODETIC SURVEY
 AG6995.in June 1991.
 AG6995
 AG6995.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6995.GEOID18 height accuracy estimate available here.
 AG6995
 AG6995.Click photographs - Photos may exist for this station.
 AG6995
 AG6995.The dynamic height is computed by dividing the NAVD 88
 AG6995.geopotential number by the normal gravity value computed on the
 AG6995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6995.degrees latitude (g = 980.6199 gals.).
 AG6995
 AG6995.The modeled gravity was interpolated from observed gravity values.
 AG6995
 AG6995;                    North         East    Units  Estimated Accuracy
 AG6995;SPC FL W     -   387,470.      122,480.      MT  (+/- 180 meters Scaled)
 AG6995
 AG6995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL240794(NAD 83)
 AG6995
 AG6995                          SUPERSEDED SURVEY CONTROL
 AG6995
 AG6995  NGVD 29 (??/??/92)   11.846  (m)           38.86   (f) ADJ UNCH    2 2
 AG6995
 AG6995.Superseded values are not recommended for survey control.
 AG6995
 AG6995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6995.See file dsdata.pdf to determine how the superseded data were derived.
 AG6995
 AG6995_MARKER: DE = TRAVERSE STATION DISK
 AG6995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6995_STAMPING: 15-71-B06
 AG6995_PROJECTION: RECESSED 5 CENTIMETERS
 AG6995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6995+STABILITY: SURFACE MOTION
 AG6995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6995+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 AG6995
 AG6995  HISTORY     - Date     Condition        Report By
 AG6995  HISTORY     - UNK      MONUMENTED       FLDT
 AG6995  HISTORY     - 1977     GOOD             FL-103
 AG6995  HISTORY     - 1983     GOOD             USPSQD
 AG6995  HISTORY     - 20011230 POOR             USPSQD
 AG6995  HISTORY     - 20080826 GOOD             PINCPW
 AG6995
 AG6995                          STATION DESCRIPTION
 AG6995
 AG6995'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG6995'IN SEMINOLE.
 AG6995'TO REACH THE STATION FROM THE INTERSECTION OF SR S-694 74TH AVE., PARK
 AG6995'BLVD. AND U.S. ALT. HWY. 19 SR 595, SEMINOLE BLVD., RUN SOUTHERLY ON
 AG6995'U.S. ALT. HWY. 19 FOR 0.85 MILE TO THE INTERSECTION OF 61ST AVE. N.
 AG6995'STATION IN MEDIAN STRIP, 2.0 FT. EAST OF THE CENTERLINE OF U.S. ALT.
 AG6995'HWY. 19, 80.0 FT. NORTH OF THE CENTERLINE OF 61ST AVE. N., 53.0 FT.
 AG6995'NORTH OF THE SOUTH END OF A TRAFFIC ISLAND, 67.0 FT. E.S.E. OF THE
 AG6995'S.E. CORNER OF A SINGLE-STORY BLOCK BUILDING 6154 U.S. ALT. HWY. 19,
 AG6995'3.0 FT. WEST OF THE BACK OF CURB, 7.4 FT. EAST OF THE BACK OF CURB.
 AG6995'SET IN THE TOP OF A CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND.
 AG6995
 AG6995                          STATION RECOVERY (1983)
 AG6995
 AG6995'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG6995'RECOVERED IN GOOD CONDITION.
 AG6995
 AG6995                          STATION RECOVERY (2001)
 AG6995
 AG6995'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 AG6995'MONUMENT IS LEANING.
 AG6995
 AG6995                          STATION RECOVERY (2008)
 AG6995
 AG6995'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (RD)
 AG6995'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6998 ***********************************************************************
 AG6998  DESIGNATION -  15 71 B 08 FLDT
 AG6998  PID         -  AG6998
 AG6998  STATE/COUNTY-  FL/PINELLAS
 AG6998  COUNTRY     -  US
 AG6998  USGS QUAD   -  SEMINOLE (2018)
 AG6998
 AG6998                         *CURRENT SURVEY CONTROL
 AG6998  ______________________________________________________________________
 AG6998* NAD 83(1986) POSITION- 27 50 28.     (N) 082 47 13.     (W)   SCALED
 AG6998* NAVD 88 ORTHO HEIGHT -     7.687 (meters)       25.22  (feet) ADJUSTED
 AG6998  ______________________________________________________________________
 AG6998  GEOID HEIGHT    -        -24.427 (meters)                     GEOID18
 AG6998  DYNAMIC HEIGHT  -          7.675 (meters)       25.18  (feet) COMP
 AG6998  MODELED GRAVITY -    979,182.2   (mgal)                       NAVD 88
 AG6998
 AG6998  VERT ORDER      -  SECOND    CLASS II
 AG6998
 AG6998.The horizontal coordinates were scaled from a map and have
 AG6998.an estimated accuracy of +/- 6 seconds.
 AG6998
 AG6998.The orthometric height was determined by differential leveling and
 AG6998.adjusted by the NATIONAL GEODETIC SURVEY
 AG6998.in June 1991.
 AG6998
 AG6998.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6998.GEOID18 height accuracy estimate available here.
 AG6998
 AG6998.Click photographs - Photos may exist for this station.
 AG6998
 AG6998.The dynamic height is computed by dividing the NAVD 88
 AG6998.geopotential number by the normal gravity value computed on the
 AG6998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6998.degrees latitude (g = 980.6199 gals.).
 AG6998
 AG6998.The modeled gravity was interpolated from observed gravity values.
 AG6998
 AG6998;                    North         East    Units  Estimated Accuracy
 AG6998;SPC FL W     -   388,850.      122,490.      MT  (+/- 180 meters Scaled)
 AG6998
 AG6998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL240808(NAD 83)
 AG6998
 AG6998                          SUPERSEDED SURVEY CONTROL
 AG6998
 AG6998  NGVD 29 (??/??/92)    7.952  (m)           26.09   (f) ADJ UNCH    2 2
 AG6998
 AG6998.Superseded values are not recommended for survey control.
 AG6998
 AG6998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6998.See file dsdata.pdf to determine how the superseded data were derived.
 AG6998
 AG6998_MARKER: DE = TRAVERSE STATION DISK
 AG6998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6998_STAMPING: 15-71-B08
 AG6998_PROJECTION: RECESSED 3 CENTIMETERS
 AG6998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6998+STABILITY: SURFACE MOTION
 AG6998
 AG6998  HISTORY     - Date     Condition        Report By
 AG6998  HISTORY     - UNK      MONUMENTED       FLDT
 AG6998  HISTORY     - 1977     GOOD             FL-103
 AG6998  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG6998  HISTORY     - 20011228 MARK NOT FOUND   USPSQD
 AG6998
 AG6998                          STATION DESCRIPTION
 AG6998
 AG6998'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG6998'IN SEMINOLE.
 AG6998'TO REACH THE STATION FROM THE INTERSECTION OF SR S-694 74TH AVE., PARK
 AG6998'BLVD. AND U.S. ALT. HWY. 19 SR 595, SEMINOLE BLVD., RUN NORTHERLY ON
 AG6998'U.S. ALT. HWY. 19 FOR 0.05 MILE TO THE INTERSECTION OF LAKE DR.
 AG6998'STATION ON LEFT, IN MEDIAN STRIP, 4.0 FT. EAST OF THE CENTERLINE OF
 AG6998'U.S. ALT. HWY. 19, 49.0 FT. NORTH OF THE EXTENDED CENTERLINE OF LAKE
 AG6998'DR., 88.0 FT. E.N.E. OF THE S.E. CORNER OF A SINGLE STORY BLOCK BLDG.
 AG6998'7520 U.S. ALT. HWY. 19, 9.6 FT. NORTH OF THE SOUTH END OF MEDIAN STRIP
 AG6998'1.1 FT. WEST OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST
 AG6998'THAT IS 1 INCH BELOW THE GROUND.
 AG6998
 AG6998                          STATION RECOVERY (1983)
 AG6998
 AG6998'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG6998'MARK NOT FOUND.
 AG6998
 AG6998                          STATION RECOVERY (2001)
 AG6998
 AG6998'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 AG6998'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6999 ***********************************************************************
 AG6999  DESIGNATION -  15 71 B 09 FLDT
 AG6999  PID         -  AG6999
 AG6999  STATE/COUNTY-  FL/PINELLAS
 AG6999  COUNTRY     -  US
 AG6999  USGS QUAD   -  SEMINOLE (2018)
 AG6999
 AG6999                         *CURRENT SURVEY CONTROL
 AG6999  ______________________________________________________________________
 AG6999* NAD 83(1986) POSITION- 27 50 41.     (N) 082 47 13.     (W)   SCALED
 AG6999* NAVD 88 ORTHO HEIGHT -     6.876 (meters)       22.56  (feet) ADJUSTED
 AG6999  ______________________________________________________________________
 AG6999  GEOID HEIGHT    -        -24.433 (meters)                     GEOID18
 AG6999  DYNAMIC HEIGHT  -          6.866 (meters)       22.53  (feet) COMP
 AG6999  MODELED GRAVITY -    979,182.5   (mgal)                       NAVD 88
 AG6999
 AG6999  VERT ORDER      -  SECOND    CLASS II
 AG6999
 AG6999.The horizontal coordinates were scaled from a map and have
 AG6999.an estimated accuracy of +/- 6 seconds.
 AG6999
 AG6999.The orthometric height was determined by differential leveling and
 AG6999.adjusted by the NATIONAL GEODETIC SURVEY
 AG6999.in June 1991.
 AG6999
 AG6999.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6999.GEOID18 height accuracy estimate available here.
 AG6999
 AG6999.Click photographs - Photos may exist for this station.
 AG6999
 AG6999.The dynamic height is computed by dividing the NAVD 88
 AG6999.geopotential number by the normal gravity value computed on the
 AG6999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6999.degrees latitude (g = 980.6199 gals.).
 AG6999
 AG6999.The modeled gravity was interpolated from observed gravity values.
 AG6999
 AG6999;                    North         East    Units  Estimated Accuracy
 AG6999;SPC FL W     -   389,250.      122,490.      MT  (+/- 180 meters Scaled)
 AG6999
 AG6999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL240812(NAD 83)
 AG6999
 AG6999                          SUPERSEDED SURVEY CONTROL
 AG6999
 AG6999  NGVD 29 (??/??/92)    7.142  (m)           23.43   (f) ADJ UNCH    2 2
 AG6999
 AG6999.Superseded values are not recommended for survey control.
 AG6999
 AG6999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6999.See file dsdata.pdf to determine how the superseded data were derived.
 AG6999
 AG6999_MARKER: DE = TRAVERSE STATION DISK
 AG6999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6999_STAMPING: 15-71-B09
 AG6999_PROJECTION: RECESSED 5 CENTIMETERS
 AG6999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6999+STABILITY: SURFACE MOTION
 AG6999
 AG6999  HISTORY     - Date     Condition        Report By
 AG6999  HISTORY     - UNK      MONUMENTED       FLDT
 AG6999  HISTORY     - 1977     GOOD             FL-103
 AG6999  HISTORY     - 20011228 MARK NOT FOUND   USPSQD
 AG6999
 AG6999                          STATION DESCRIPTION
 AG6999
 AG6999'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG6999'IN SEMINOLE.
 AG6999'TO REACH THE STATION FROM THE INTERSECTION OF SR S-694 74TH AVE., PARK
 AG6999'BLVD. AND U.S. ALT. HWY. 19 SR 595, SEMINOLE BLVD., RUN NORTHERLY ON
 AG6999'U.S. ALT. HWY. 19 FOR 0.35 MILE TO THE INTERSECTION OF TEMPLE TERRACE.
 AG6999'STATION ON LEFT, IN MEDIAN STRIP, 0.8 FT. WEST OF THE CENTERLINE OF
 AG6999'U.S. ALT. HWY. 19, 68.0 FT. NORTH OF THE CENTERLINE OF TEMPLE TERRACE,
 AG6999'77.6 FT. S.E. OF A CONCRETE LIGHT POLE NUMBER 1-91868 5.0 FT. EAST
 AG6999'OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS 2
 AG6999'INCHES BELOW THE GROUND.
 AG6999
 AG6999                          STATION RECOVERY (2001)
 AG6999
 AG6999'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 AG6999'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0024 ***********************************************************************
 AG0024  DESIGNATION -  15 71 B 14
 AG0024  PID         -  AG0024
 AG0024  STATE/COUNTY-  FL/PINELLAS
 AG0024  COUNTRY     -  US
 AG0024  USGS QUAD   -  SEMINOLE (2018)
 AG0024
 AG0024                         *CURRENT SURVEY CONTROL
 AG0024  ______________________________________________________________________
 AG0024* NAD 83(1986) POSITION- 27 49 01.     (N) 082 47 11.     (W)   SCALED
 AG0024* NAVD 88 ORTHO HEIGHT -     4.690 (meters)       15.39  (feet) ADJUSTED
 AG0024  ______________________________________________________________________
 AG0024  GEOID HEIGHT    -        -24.385 (meters)                     GEOID18
 AG0024  DYNAMIC HEIGHT  -          4.683 (meters)       15.36  (feet) COMP
 AG0024  MODELED GRAVITY -    979,180.6   (mgal)                       NAVD 88
 AG0024
 AG0024  VERT ORDER      -  SECOND    CLASS II
 AG0024
 AG0024.The horizontal coordinates were scaled from a map and have
 AG0024.an estimated accuracy of +/- 6 seconds.
 AG0024
 AG0024.The orthometric height was determined by differential leveling and
 AG0024.adjusted by the NATIONAL GEODETIC SURVEY
 AG0024.in June 1991.
 AG0024
 AG0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0024.GEOID18 height accuracy estimate available here.
 AG0024
 AG0024.Click photographs - Photos may exist for this station.
 AG0024
 AG0024.The dynamic height is computed by dividing the NAVD 88
 AG0024.geopotential number by the normal gravity value computed on the
 AG0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0024.degrees latitude (g = 980.6199 gals.).
 AG0024
 AG0024.The modeled gravity was interpolated from observed gravity values.
 AG0024
 AG0024;                    North         East    Units  Estimated Accuracy
 AG0024;SPC FL W     -   386,170.      122,520.      MT  (+/- 180 meters Scaled)
 AG0024
 AG0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL240782(NAD 83)
 AG0024
 AG0024                          SUPERSEDED SURVEY CONTROL
 AG0024
 AG0024  NGVD 29 (??/??/92)    4.958  (m)           16.27   (f) ADJ UNCH    2 2
 AG0024
 AG0024.Superseded values are not recommended for survey control.
 AG0024
 AG0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0024.See file dsdata.pdf to determine how the superseded data were derived.
 AG0024
 AG0024_MARKER: DD = SURVEY DISK
 AG0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0024_STAMPING: 15-71-B14
 AG0024_MARK LOGO: FLDT
 AG0024_PROJECTION: RECESSED 8 CENTIMETERS
 AG0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0024+STABILITY: SURFACE MOTION
 AG0024
 AG0024  HISTORY     - Date     Condition        Report By
 AG0024  HISTORY     - UNK      MONUMENTED       FLDT
 AG0024  HISTORY     - 1976     GOOD             FLDT
 AG0024  HISTORY     - 1977     GOOD             FLDT
 AG0024  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG0024  HISTORY     - 20020108 MARK NOT FOUND   USPSQD
 AG0024
 AG0024                          STATION DESCRIPTION
 AG0024
 AG0024'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0024'0.6 MI E FROM MADIERA BEACH.
 AG0024'TO REACH THE STATION FROM THE INTERSECTION OF GULF BLVD. (S.R.
 AG0024'699) AND WELCH CAUSEWAY (S.R. 699), RUN EASTERLY ON WELCH CAUSEWAY
 AG0024'FOR 1.3 MILE TO TRIANGULAR INTERSECTION OF S.R. 699 AND U.S. ALT.
 AG0024'19, THENCE RUN NORTH ALONG U.S. ALT. 19 FOR 300 FT. STATION ON
 AG0024'RIGHT, IN GRASS TRIANGULAR MEDIAN, 29.6 FT. EAST OF THE CENTERLINE
 AG0024'OF SEMINOLE DRIVE, 46.6 FT. SOUTH OF THE EXTENDED CENTERLINE OF
 AG0024'47TH AVENUE NORTH, 15.6 FT. SW OF THE BACK OF CURB, 12.0 FT. EAST
 AG0024'OF THE BACK OF CURB.  SET IN TOP OF A CONCRETE POST THAT IS 3
 AG0024'INCHES BELOW THE GROUND.  SECTION 3, T 31S, R 15E.
 AG0024
 AG0024                          STATION RECOVERY (1977)
 AG0024
 AG0024'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 AG0024'RECOVERED IN GOOD CONDITION.
 AG0024
 AG0024                          STATION RECOVERY (1990)
 AG0024
 AG0024'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG0024'MARK NOT FOUND.
 AG0024
 AG0024                          STATION RECOVERY (2002)
 AG0024
 AG0024'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCR)
 AG0024'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0030 ***********************************************************************
 AG0030  DESIGNATION -  15 72 A 02
 AG0030  PID         -  AG0030
 AG0030  STATE/COUNTY-  FL/PINELLAS
 AG0030  COUNTRY     -  US
 AG0030  USGS QUAD   -  GANDY BRIDGE (2018)
 AG0030
 AG0030                         *CURRENT SURVEY CONTROL
 AG0030  ______________________________________________________________________
 AG0030* NAD 83(1986) POSITION- 27 52 37.     (N) 082 35 29.     (W)   SCALED
 AG0030* NAVD 88 ORTHO HEIGHT -     1.423 (meters)        4.67  (feet) ADJUSTED
 AG0030  ______________________________________________________________________
 AG0030  GEOID HEIGHT    -        -24.759 (meters)                     GEOID18
 AG0030  DYNAMIC HEIGHT  -          1.421 (meters)        4.66  (feet) COMP
 AG0030  MODELED GRAVITY -    979,181.7   (mgal)                       NAVD 88
 AG0030
 AG0030  VERT ORDER      -  SECOND    CLASS II
 AG0030
 AG0030.The horizontal coordinates were scaled from a map and have
 AG0030.an estimated accuracy of +/- 6 seconds.
 AG0030
 AG0030.The orthometric height was determined by differential leveling and
 AG0030.adjusted by the NATIONAL GEODETIC SURVEY
 AG0030.in June 1991.
 AG0030
 AG0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0030.GEOID18 height accuracy estimate available here.
 AG0030
 AG0030.Click photographs - Photos may exist for this station.
 AG0030
 AG0030.The dynamic height is computed by dividing the NAVD 88
 AG0030.geopotential number by the normal gravity value computed on the
 AG0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0030.degrees latitude (g = 980.6199 gals.).
 AG0030
 AG0030.The modeled gravity was interpolated from observed gravity values.
 AG0030
 AG0030;                    North         East    Units  Estimated Accuracy
 AG0030;SPC FL W     -   392,710.      141,770.      MT  (+/- 180 meters Scaled)
 AG0030
 AG0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL433845(NAD 83)
 AG0030
 AG0030                          SUPERSEDED SURVEY CONTROL
 AG0030
 AG0030  NGVD 29 (??/??/92)    1.691  (m)            5.55   (f) ADJ UNCH    2 2
 AG0030
 AG0030.Superseded values are not recommended for survey control.
 AG0030
 AG0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0030.See file dsdata.pdf to determine how the superseded data were derived.
 AG0030
 AG0030_MARKER: DD = SURVEY DISK
 AG0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0030_STAMPING: 15-72-A02
 AG0030_MARK LOGO: FLDT
 AG0030_PROJECTION: RECESSED 13 CENTIMETERS
 AG0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0030+STABILITY: SURFACE MOTION
 AG0030
 AG0030  HISTORY     - Date     Condition        Report By
 AG0030  HISTORY     - UNK      MONUMENTED       FLDT
 AG0030  HISTORY     - 1975     GOOD             FLDT
 AG0030  HISTORY     - 19991116 MARK NOT FOUND   USPSQD
 AG0030  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0030  HISTORY     - 20040406 MARK NOT FOUND   USPSQD
 AG0030
 AG0030                          STATION DESCRIPTION
 AG0030
 AG0030'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0030'AT ST PETERSBURG.
 AG0030'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0030'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92
 AG0030'EAST), RUN EASTERLY ON GANDY BLVD. FOR 3.25 MILE.  STATION ON
 AG0030'RIGHT, 69.0 FT. S/SE OF THE SOUTH EDGE OF THE EAST BOUND LANE
 AG0030'OF GANDY BLVD., 104.9 FT. EAST OF POWER POLE, NUMBER 1A-42055-R,
 AG0030'244.0 FT. NW OF THE NW CONCRETE CORNER LEG SUPPORT OF W.S.U.N.
 AG0030'RADIO TOWER.  SET IN TOP OF A CONCRETE POST THAT IS 5 INCHES
 AG0030'BELOW THE GROUND.  SECTION 15, T 30 S, R 17 E.
 AG0030
 AG0030                          STATION RECOVERY (1999)
 AG0030
 AG0030'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0030'MARK NOT FOUND.
 AG0030
 AG0030                          STATION RECOVERY (2001)
 AG0030
 AG0030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0030'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0030
 AG0030                          STATION RECOVERY (2004)
 AG0030
 AG0030'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0030'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0031 ***********************************************************************
 AG0031  DESIGNATION -  15 72 A 03
 AG0031  PID         -  AG0031
 AG0031  STATE/COUNTY-  FL/PINELLAS
 AG0031  COUNTRY     -  US
 AG0031  USGS QUAD   -  PORT TAMPA (2018)
 AG0031
 AG0031                         *CURRENT SURVEY CONTROL
 AG0031  ______________________________________________________________________
 AG0031* NAD 83(1986) POSITION- 27 52 25.     (N) 082 35 59.     (W)   SCALED
 AG0031* NAVD 88 ORTHO HEIGHT -     2.279 (meters)        7.48  (feet) ADJUSTED
 AG0031  ______________________________________________________________________
 AG0031  GEOID HEIGHT    -        -24.743 (meters)                     GEOID18
 AG0031  DYNAMIC HEIGHT  -          2.276 (meters)        7.47  (feet) COMP
 AG0031  MODELED GRAVITY -    979,181.5   (mgal)                       NAVD 88
 AG0031
 AG0031  VERT ORDER      -  SECOND    CLASS II
 AG0031
 AG0031.The horizontal coordinates were scaled from a map and have
 AG0031.an estimated accuracy of +/- 6 seconds.
 AG0031
 AG0031.The orthometric height was determined by differential leveling and
 AG0031.adjusted by the NATIONAL GEODETIC SURVEY
 AG0031.in June 1991.
 AG0031
 AG0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0031.GEOID18 height accuracy estimate available here.
 AG0031
 AG0031.Click photographs - Photos may exist for this station.
 AG0031
 AG0031.The dynamic height is computed by dividing the NAVD 88
 AG0031.geopotential number by the normal gravity value computed on the
 AG0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0031.degrees latitude (g = 980.6199 gals.).
 AG0031
 AG0031.The modeled gravity was interpolated from observed gravity values.
 AG0031
 AG0031;                    North         East    Units  Estimated Accuracy
 AG0031;SPC FL W     -   392,350.      140,940.      MT  (+/- 180 meters Scaled)
 AG0031
 AG0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL425842(NAD 83)
 AG0031
 AG0031                          SUPERSEDED SURVEY CONTROL
 AG0031
 AG0031  NGVD 29 (??/??/92)    2.546  (m)            8.35   (f) ADJ UNCH    2 2
 AG0031
 AG0031.Superseded values are not recommended for survey control.
 AG0031
 AG0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0031.See file dsdata.pdf to determine how the superseded data were derived.
 AG0031
 AG0031_MARKER: DD = SURVEY DISK
 AG0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0031_MARK LOGO: FLDT
 AG0031_PROJECTION: RECESSED 10 CENTIMETERS
 AG0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0031+STABILITY: SURFACE MOTION
 AG0031
 AG0031  HISTORY     - Date     Condition        Report By
 AG0031  HISTORY     - UNK      MONUMENTED       FLDT
 AG0031  HISTORY     - 1975     GOOD             FLDT
 AG0031  HISTORY     - 19991116 MARK NOT FOUND   USPSQD
 AG0031  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0031  HISTORY     - 20040406 MARK NOT FOUND   USPSQD
 AG0031  HISTORY     - 20041101 MARK NOT FOUND   USPSQD
 AG0031
 AG0031                          STATION DESCRIPTION
 AG0031
 AG0031'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0031'AT ST PETERSBURG.
 AG0031'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0031'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92
 AG0031'EAST), RUN EASTERLY ON GANDY BLVD. FOR 2.65 MILE.  STATION ON
 AG0031'LEFT, 18.5 FT. S/SE OF THE CENTERLINE OF GANDY BLVD., 91.0 FT. SE
 AG0031'OF LIGHT POLE, NO NUMBER, 56.0 FT. NW OF LIGHT POLE, NO NUMBER,
 AG0031'10.5 FT. N/NW OF THE NORTH EDGE OF THE NE BOUND LANE.  SET IN
 AG0031'TOP OF A CONCRETE POST THAT IS 4 INCHES BELOW THE GROUND.
 AG0031'SECTION 16, T 30 S, R 17 E.
 AG0031
 AG0031                          STATION RECOVERY (1999)
 AG0031
 AG0031'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0031'MARK NOT FOUND.
 AG0031
 AG0031                          STATION RECOVERY (2001)
 AG0031
 AG0031'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0031'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0031
 AG0031                          STATION RECOVERY (2004)
 AG0031
 AG0031'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0031'MARK NOT FOUND.
 AG0031
 AG0031                          STATION RECOVERY (2004)
 AG0031
 AG0031'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0031'AREA WAS LOCATED BY WAAS GPS.SEARCH BY METAL DETECTOR AND EXTENSIVE
 AG0031'PROBING REVEALED NOTHING.  AREA HAS BEEN EXTENSIVELY MODIFIED-- NEW
 AG0031'DUAL LANE ROAD, MEDIAN ETC.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0032 ***********************************************************************
 AG0032  DESIGNATION -  15 72 A 04
 AG0032  PID         -  AG0032
 AG0032  STATE/COUNTY-  FL/PINELLAS
 AG0032  COUNTRY     -  US
 AG0032  USGS QUAD   -  PORT TAMPA (2018)
 AG0032
 AG0032                         *CURRENT SURVEY CONTROL
 AG0032  ______________________________________________________________________
 AG0032* NAD 83(1986) POSITION- 27 52 19.     (N) 082 36 36.     (W)   SCALED
 AG0032* NAVD 88 ORTHO HEIGHT -     2.007 (meters)        6.58  (feet) ADJUSTED
 AG0032  ______________________________________________________________________
 AG0032  GEOID HEIGHT    -        -24.726 (meters)                     GEOID18
 AG0032  DYNAMIC HEIGHT  -          2.004 (meters)        6.57  (feet) COMP
 AG0032  MODELED GRAVITY -    979,181.6   (mgal)                       NAVD 88
 AG0032
 AG0032  VERT ORDER      -  SECOND    CLASS II
 AG0032
 AG0032.The horizontal coordinates were scaled from a map and have
 AG0032.an estimated accuracy of +/- 6 seconds.
 AG0032
 AG0032.The orthometric height was determined by differential leveling and
 AG0032.adjusted by the NATIONAL GEODETIC SURVEY
 AG0032.in June 1991.
 AG0032
 AG0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0032.GEOID18 height accuracy estimate available here.
 AG0032
 AG0032.Click photographs - Photos may exist for this station.
 AG0032
 AG0032.The dynamic height is computed by dividing the NAVD 88
 AG0032.geopotential number by the normal gravity value computed on the
 AG0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0032.degrees latitude (g = 980.6199 gals.).
 AG0032
 AG0032.The modeled gravity was interpolated from observed gravity values.
 AG0032
 AG0032;                    North         East    Units  Estimated Accuracy
 AG0032;SPC FL W     -   392,170.      139,930.      MT  (+/- 180 meters Scaled)
 AG0032
 AG0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL415840(NAD 83)
 AG0032
 AG0032                          SUPERSEDED SURVEY CONTROL
 AG0032
 AG0032  NGVD 29 (??/??/92)    2.272  (m)            7.45   (f) ADJ UNCH    2 2
 AG0032
 AG0032.Superseded values are not recommended for survey control.
 AG0032
 AG0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0032.See file dsdata.pdf to determine how the superseded data were derived.
 AG0032
 AG0032_MARKER: DD = SURVEY DISK
 AG0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0032_STAMPING: 15-72-A-4
 AG0032_MARK LOGO: FLDT
 AG0032_PROJECTION: FLUSH
 AG0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0032+STABILITY: SURFACE MOTION
 AG0032
 AG0032  HISTORY     - Date     Condition        Report By
 AG0032  HISTORY     - UNK      MONUMENTED       FLDT
 AG0032  HISTORY     - 1975     GOOD             FLDT
 AG0032  HISTORY     - 19991116 MARK NOT FOUND   USPSQD
 AG0032  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0032  HISTORY     - 20041101 MARK NOT FOUND   USPSQD
 AG0032
 AG0032                          STATION DESCRIPTION
 AG0032
 AG0032'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0032'AT ST PETERSBURG.
 AG0032'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0032'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92
 AG0032'EAST), RUN EASTERLY ON GANDY BLVD. FOR 2.0 MILE.  STATION ON
 AG0032'LEFT, 10.3 FT. N/NW OF THE CENTERLINE OF GANDY BLVD., 51.8 FT.
 AG0032'W/SW OF THE CENTERLINE OF LANE CROSSOVER, 82.7 FT. N/NE OF LIGHT
 AG0032'POLE, NO NUMBER, 65.0 FT. S/SW OF LIGHT POLE, NO NUMBER.  SET
 AG0032'IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  SECTION
 AG0032'16, T 30 S, R 17 E.
 AG0032
 AG0032                          STATION RECOVERY (1999)
 AG0032
 AG0032'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0032'MARK NOT FOUND.
 AG0032
 AG0032                          STATION RECOVERY (2001)
 AG0032
 AG0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0032'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0032
 AG0032                          STATION RECOVERY (2004)
 AG0032
 AG0032'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0032'AREA WAS LOCATED BY WAAS GPS.SEARCH BY METAL DETECTOR AND EXTENSIVE
 AG0032'PROBING REVEALED NOTHING.  AREA HAS BEEN EXTENSIVELY MODIFIED-- NEW
 AG0032'DUAL LANE ROAD, MEDIAN ETC.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0033 ***********************************************************************
 AG0033  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0033  DESIGNATION -  15 72 A 05
 AG0033  PID         -  AG0033
 AG0033  STATE/COUNTY-  FL/PINELLAS
 AG0033  COUNTRY     -  US
 AG0033  USGS QUAD   -  PORT TAMPA (2018)
 AG0033
 AG0033                         *CURRENT SURVEY CONTROL
 AG0033  ______________________________________________________________________
 AG0033* NAD 83(1986) POSITION- 27 52 07.     (N) 082 37 05.     (W)   SCALED
 AG0033* NAVD 88 ORTHO HEIGHT -     2.061 (meters)        6.76  (feet) ADJUSTED
 AG0033  ______________________________________________________________________
 AG0033  GEOID HEIGHT    -        -24.710 (meters)                     GEOID18
 AG0033  DYNAMIC HEIGHT  -          2.058 (meters)        6.75  (feet) COMP
 AG0033  MODELED GRAVITY -    979,181.4   (mgal)                       NAVD 88
 AG0033
 AG0033  VERT ORDER      -  SECOND    CLASS I
 AG0033
 AG0033.The horizontal coordinates were scaled from a map and have
 AG0033.an estimated accuracy of +/- 6 seconds.
 AG0033
 AG0033.The orthometric height was determined by differential leveling and
 AG0033.adjusted by the NATIONAL GEODETIC SURVEY
 AG0033.in June 1991.
 AG0033
 AG0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0033.GEOID18 height accuracy estimate available here.
 AG0033
 AG0033.This Tidal Bench Mark is designated as VM 10675
 AG0033.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0033
 AG0033.Click photographs - Photos may exist for this station.
 AG0033
 AG0033.The dynamic height is computed by dividing the NAVD 88
 AG0033.geopotential number by the normal gravity value computed on the
 AG0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0033.degrees latitude (g = 980.6199 gals.).
 AG0033
 AG0033.The modeled gravity was interpolated from observed gravity values.
 AG0033
 AG0033;                    North         East    Units  Estimated Accuracy
 AG0033;SPC FL W     -   391,800.      139,140.      MT  (+/- 180 meters Scaled)
 AG0033
 AG0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL407836(NAD 83)
 AG0033
 AG0033                          SUPERSEDED SURVEY CONTROL
 AG0033
 AG0033  NGVD 29 (??/??/92)    2.323  (m)            7.62   (f) ADJ UNCH    2 1
 AG0033
 AG0033.Superseded values are not recommended for survey control.
 AG0033
 AG0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0033.See file dsdata.pdf to determine how the superseded data were derived.
 AG0033
 AG0033_MARKER: DD = SURVEY DISK
 AG0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0033_STAMPING: 15-72-A05
 AG0033_MARK LOGO: FLDT
 AG0033_PROJECTION: RECESSED 5 CENTIMETERS
 AG0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0033+STABILITY: SURFACE MOTION
 AG0033
 AG0033  HISTORY     - Date     Condition        Report By
 AG0033  HISTORY     - UNK      MONUMENTED       FLDT
 AG0033  HISTORY     - 1975     GOOD             FLDT
 AG0033  HISTORY     - 1982     GOOD             FLDNR
 AG0033  HISTORY     - 19991116 MARK NOT FOUND   USPSQD
 AG0033  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0033  HISTORY     - 20041101 MARK NOT FOUND   USPSQD
 AG0033
 AG0033                          STATION DESCRIPTION
 AG0033
 AG0033'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0033'AT ST PETERSBURG.
 AG0033'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0033'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92
 AG0033'EAST), RUN EASTERLY ON GANDY BLVD. FOR 1.35 MILE.  STATION ON
 AG0033'LEFT, 6.2 FT. N/NW OF GANDY BLVD., 50.0 FT. E/NE OF SNUG HARBOR
 AG0033'RD. (RIVIERA BLVD), 118.0 FT. SW OF POWER AND LIGHT POLE, NUMBER
 AG0033'1A-65334-R, 67.5 FT. SE OF POWER AND LIGHT POLE, NUMBER X-673,
 AG0033'4.0 FT. E/NE OF THE BACK OF CURB.  SET IN THE TOP OF A CONCRETE
 AG0033'POST THAT IS 2 INCHES BELOW THE GROUND.  SECTION 17, T 30 S,
 AG0033'R 17 E.
 AG0033
 AG0033                          STATION RECOVERY (1982)
 AG0033
 AG0033'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0033'RECOVERED IN GOOD CONDITION.
 AG0033
 AG0033                          STATION RECOVERY (1999)
 AG0033
 AG0033'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0033'MARK NOT FOUND.
 AG0033
 AG0033                          STATION RECOVERY (2001)
 AG0033
 AG0033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0033'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0033
 AG0033                          STATION RECOVERY (2004)
 AG0033
 AG0033'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0033'RIVIERA BLVD NO LONGER EXISTS. AREA IS NOW A MANGROVE SWAMP, WITH 20
 AG0033'FT TREES, ETC. SEARCHED WITH PROBE,METAL DETECTOR FOR 45 MINUTES
 AG0033'WITHOUT RESULT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0034 ***********************************************************************
 AG0034  DESIGNATION -  15 72 A 06
 AG0034  PID         -  AG0034
 AG0034  STATE/COUNTY-  FL/PINELLAS
 AG0034  COUNTRY     -  US
 AG0034  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0034
 AG0034                         *CURRENT SURVEY CONTROL
 AG0034  ______________________________________________________________________
 AG0034* NAD 83(1986) POSITION- 27 52 01.     (N) 082 37 41.     (W)   SCALED
 AG0034* NAVD 88 ORTHO HEIGHT -     2.112 (meters)        6.93  (feet) ADJUSTED
 AG0034  ______________________________________________________________________
 AG0034  GEOID HEIGHT    -        -24.693 (meters)                     GEOID18
 AG0034  DYNAMIC HEIGHT  -          2.108 (meters)        6.92  (feet) COMP
 AG0034  MODELED GRAVITY -    979,181.4   (mgal)                       NAVD 88
 AG0034
 AG0034  VERT ORDER      -  SECOND    CLASS II
 AG0034
 AG0034.The horizontal coordinates were scaled from a map and have
 AG0034.an estimated accuracy of +/- 6 seconds.
 AG0034
 AG0034.The orthometric height was determined by differential leveling and
 AG0034.adjusted by the NATIONAL GEODETIC SURVEY
 AG0034.in June 1991.
 AG0034
 AG0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0034.GEOID18 height accuracy estimate available here.
 AG0034
 AG0034.Click photographs - Photos may exist for this station.
 AG0034
 AG0034.The dynamic height is computed by dividing the NAVD 88
 AG0034.geopotential number by the normal gravity value computed on the
 AG0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0034.degrees latitude (g = 980.6199 gals.).
 AG0034
 AG0034.The modeled gravity was interpolated from observed gravity values.
 AG0034
 AG0034;                    North         East    Units  Estimated Accuracy
 AG0034;SPC FL W     -   391,620.      138,150.      MT  (+/- 180 meters Scaled)
 AG0034
 AG0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL397835(NAD 83)
 AG0034
 AG0034                          SUPERSEDED SURVEY CONTROL
 AG0034
 AG0034  NGVD 29 (??/??/92)    2.371  (m)            7.78   (f) ADJ UNCH    2 2
 AG0034
 AG0034.Superseded values are not recommended for survey control.
 AG0034
 AG0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0034.See file dsdata.pdf to determine how the superseded data were derived.
 AG0034
 AG0034_MARKER: DD = SURVEY DISK
 AG0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0034_STAMPING: 15-72-A06
 AG0034_MARK LOGO: FLDT
 AG0034_PROJECTION: RECESSED 13 CENTIMETERS
 AG0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0034+STABILITY: SURFACE MOTION
 AG0034
 AG0034  HISTORY     - Date     Condition        Report By
 AG0034  HISTORY     - UNK      MONUMENTED       FLDT
 AG0034  HISTORY     - 1975     GOOD             FLDT
 AG0034  HISTORY     - 1989     GOOD             USPSQD
 AG0034  HISTORY     - 19991116 GOOD             USPSQD
 AG0034  HISTORY     - 20010331 GOOD             NGS
 AG0034  HISTORY     - 20031210 MARK NOT FOUND   USPSQD
 AG0034  HISTORY     - 20070208 MARK NOT FOUND   USPSQD
 AG0034
 AG0034                          STATION DESCRIPTION
 AG0034
 AG0034'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0034'AT ST PETERSBURG.
 AG0034'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0034'686) AND 4TH STREET N (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY
 AG0034'92 EAST), RUN EASTERLY ON GANDY BLVD. FOR 0.7 MILE.  STATION ON
 AG0034'LEFT, 9.2 FT. N/NW OF THE CENTERLINE OF GANDY BLVD., 83.6 FT.
 AG0034'W/SW OF THE MAIN ENTRANCE ROAD OF DERBY LANE DOG TRACK, 51.2 FT.
 AG0034'S/SE OF SIGNAL SUPPORT POLE, NO NUMBER, 13.8 FT. WEST OF SIGNAL
 AG0034'LIGHT POLE, NO NUMBER, 2.9 FT. S/SW OF THE BACK OF THE CURB, 19.0
 AG0034'FT. WEST OF THE BACK OF THE CURB.  SET IN TOP OF A CONCRETE
 AG0034'POST THAT IS 5 INCHES BELOW THE GROUND.  SECTION 17, T 30 S,
 AG0034'R 17 E.
 AG0034
 AG0034                          STATION RECOVERY (1989)
 AG0034
 AG0034'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJD)
 AG0034'RECOVERED IN GOOD CONDITION.
 AG0034
 AG0034                          STATION RECOVERY (1999)
 AG0034
 AG0034'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0034'RECOVERED IN GOOD CONDITION.
 AG0034
 AG0034                          STATION RECOVERY (2001)
 AG0034
 AG0034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0034'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0034
 AG0034                          STATION RECOVERY (2003)
 AG0034
 AG0034'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG0034'GANDY BLVD REBUILT IN AREA DESCRIBED. TRAFFIC SIGNALS HAVE BEEN MOVED
 AG0034'ABOUT 1/4 MILE EAST.
 AG0034
 AG0034                          STATION RECOVERY (2007)
 AG0034
 AG0034'RECOVERY NOTE BY US POWER SQUADRON 2007 (SGR)
 AG0034'AREA HAS UNDERGONE EXTENSIVE ROAD WORK AND WIDENING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0035 ***********************************************************************
 AG0035  DESIGNATION -  15 72 A 07
 AG0035  PID         -  AG0035
 AG0035  STATE/COUNTY-  FL/PINELLAS
 AG0035  COUNTRY     -  US
 AG0035  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0035
 AG0035                         *CURRENT SURVEY CONTROL
 AG0035  ______________________________________________________________________
 AG0035* NAD 83(1986) POSITION- 27 51 49.     (N) 082 38 11.     (W)   SCALED
 AG0035* NAVD 88 ORTHO HEIGHT -     1.405 (meters)        4.61  (feet) ADJUSTED
 AG0035  ______________________________________________________________________
 AG0035  GEOID HEIGHT    -        -24.676 (meters)                     GEOID18
 AG0035  DYNAMIC HEIGHT  -          1.403 (meters)        4.60  (feet) COMP
 AG0035  MODELED GRAVITY -    979,181.3   (mgal)                       NAVD 88
 AG0035
 AG0035  VERT ORDER      -  SECOND    CLASS II
 AG0035
 AG0035.The horizontal coordinates were scaled from a map and have
 AG0035.an estimated accuracy of +/- 6 seconds.
 AG0035
 AG0035.The orthometric height was determined by differential leveling and
 AG0035.adjusted by the NATIONAL GEODETIC SURVEY
 AG0035.in June 1991.
 AG0035
 AG0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0035.GEOID18 height accuracy estimate available here.
 AG0035
 AG0035.Click photographs - Photos may exist for this station.
 AG0035
 AG0035.The dynamic height is computed by dividing the NAVD 88
 AG0035.geopotential number by the normal gravity value computed on the
 AG0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0035.degrees latitude (g = 980.6199 gals.).
 AG0035
 AG0035.The modeled gravity was interpolated from observed gravity values.
 AG0035
 AG0035;                    North         East    Units  Estimated Accuracy
 AG0035;SPC FL W     -   391,260.      137,330.      MT  (+/- 180 meters Scaled)
 AG0035
 AG0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL388831(NAD 83)
 AG0035
 AG0035                          SUPERSEDED SURVEY CONTROL
 AG0035
 AG0035  NGVD 29 (??/??/92)    1.665  (m)            5.46   (f) ADJ UNCH    2 2
 AG0035
 AG0035.Superseded values are not recommended for survey control.
 AG0035
 AG0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0035.See file dsdata.pdf to determine how the superseded data were derived.
 AG0035
 AG0035_MARKER: DD = SURVEY DISK
 AG0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0035_STAMPING: 15-72-A07
 AG0035_MARK LOGO: FLDT
 AG0035_PROJECTION: RECESSED 5 CENTIMETERS
 AG0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0035+STABILITY: SURFACE MOTION
 AG0035
 AG0035  HISTORY     - Date     Condition        Report By
 AG0035  HISTORY     - UNK      MONUMENTED       FLDT
 AG0035  HISTORY     - 1975     GOOD             FLDT
 AG0035  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0035  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AG0035  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0035  HISTORY     - 20040406 MARK NOT FOUND   USPSQD
 AG0035
 AG0035                          STATION DESCRIPTION
 AG0035
 AG0035'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0035'AT ST PETERSBURG.
 AG0035'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0035'686) AND 4TH STREET N. (S.R. 687) AND GANDY BLVD.  (S.R. 600/HWY 92
 AG0035'EAST), RUN EASTERLY ON GANDY BLVD. FOR 0.15 MILE.  STATION ON LEFT,
 AG0035'43.1 FT. NORTH OF THE CENTERLINE OF GANDY BLVD., 33.8 FT. EAST OF THE
 AG0035'CENTERLINE OF THE ENTRANCE ROAD LEADING NORTH (GATEWAY MOBILE PARK),
 AG0035'42.3 FT. S/SW OF 6 INCH PALM TREE, 49.0 FT. E/SE OF THE POWER POLE,
 AG0035'NUMBER 1A-53723, 4.4 FT. SW OF LIGHT POLE, NUMBER 1-87445, 8.0 FT.
 AG0035'NORTH OF THE NORTH EDGE OF PAVEMENT.  SET IN TOP OF A CONCRETE
 AG0035'POST THAT IS 2 INCHES BELOW THE GROUND.  SECTION 19, T 30 S,
 AG0035'R 17 E.
 AG0035
 AG0035                          STATION RECOVERY (1989)
 AG0035
 AG0035'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0035'MARK NOT FOUND.
 AG0035
 AG0035                          STATION RECOVERY (1999)
 AG0035
 AG0035'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0035'MARK NOT FOUND.
 AG0035
 AG0035                          STATION RECOVERY (2001)
 AG0035
 AG0035'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0035'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0035
 AG0035                          STATION RECOVERY (2004)
 AG0035
 AG0035'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0035'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0036 ***********************************************************************
 AG0036  DESIGNATION -  15 72 A 08
 AG0036  PID         -  AG0036
 AG0036  STATE/COUNTY-  FL/PINELLAS
 AG0036  COUNTRY     -  US
 AG0036  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0036
 AG0036                         *CURRENT SURVEY CONTROL
 AG0036  ______________________________________________________________________
 AG0036* NAD 83(1986) POSITION- 27 51 49.     (N) 082 38 17.     (W)   SCALED
 AG0036* NAVD 88 ORTHO HEIGHT -     0.984 (meters)        3.23  (feet) ADJUSTED
 AG0036  ______________________________________________________________________
 AG0036  GEOID HEIGHT    -        -24.673 (meters)                     GEOID18
 AG0036  DYNAMIC HEIGHT  -          0.982 (meters)        3.22  (feet) COMP
 AG0036  MODELED GRAVITY -    979,181.3   (mgal)                       NAVD 88
 AG0036
 AG0036  VERT ORDER      -  SECOND    CLASS II
 AG0036
 AG0036.The horizontal coordinates were scaled from a map and have
 AG0036.an estimated accuracy of +/- 6 seconds.
 AG0036
 AG0036.The orthometric height was determined by differential leveling and
 AG0036.adjusted by the NATIONAL GEODETIC SURVEY
 AG0036.in June 1991.
 AG0036
 AG0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0036.GEOID18 height accuracy estimate available here.
 AG0036
 AG0036.Click photographs - Photos may exist for this station.
 AG0036
 AG0036.The dynamic height is computed by dividing the NAVD 88
 AG0036.geopotential number by the normal gravity value computed on the
 AG0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0036.degrees latitude (g = 980.6199 gals.).
 AG0036
 AG0036.The modeled gravity was interpolated from observed gravity values.
 AG0036
 AG0036;                    North         East    Units  Estimated Accuracy
 AG0036;SPC FL W     -   391,260.      137,160.      MT  (+/- 180 meters Scaled)
 AG0036
 AG0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387831(NAD 83)
 AG0036
 AG0036                          SUPERSEDED SURVEY CONTROL
 AG0036
 AG0036  NGVD 29 (??/??/92)    1.245  (m)            4.08   (f) ADJ UNCH    2 2
 AG0036
 AG0036.Superseded values are not recommended for survey control.
 AG0036
 AG0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0036.See file dsdata.pdf to determine how the superseded data were derived.
 AG0036
 AG0036_MARKER: DD = SURVEY DISK
 AG0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0036_STAMPING: 15-72-A08
 AG0036_MARK LOGO: FLDT
 AG0036_PROJECTION: RECESSED 13 CENTIMETERS
 AG0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0036+STABILITY: SURFACE MOTION
 AG0036
 AG0036  HISTORY     - Date     Condition        Report By
 AG0036  HISTORY     - UNK      MONUMENTED       FLDT
 AG0036  HISTORY     - 1975     GOOD             FLDT
 AG0036  HISTORY     - 1989     GOOD             USPSQD
 AG0036  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AG0036  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0036  HISTORY     - 20040430 MARK NOT FOUND   USPSQD
 AG0036
 AG0036                          STATION DESCRIPTION
 AG0036
 AG0036'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0036'AT ST PETERSBURG.
 AG0036'STATION IS LOCATED AT THE JUNCTION OF ROOSEVELT BLVD. EAST
 AG0036'(S.R. 686) AND 4TH STREET N. (S.R. 687), 47.9 FT. NORTH OF THE
 AG0036'CENTERLINE OF ROOSEVELT BLVD., 188.5 FT. WEST OF THE CENTERLINE
 AG0036'OF 4TH STREET N., 138.0 FT. WEST OF POWER-LIGHT POLE, NO NUMBER,
 AG0036'99.0 FT. N/NW OF LIGHT POLE, NUMBER 1-77492, 32.0 FT. E-NE OF
 AG0036'LIGHT POLE, NO NUMBER, 18.0 FT. NORTH OF THE NORTH EDGE OF
 AG0036'PAVEMENT.  SET IN TOP OF A CONCRETE POST THAT IS 5 INCHES BELOW
 AG0036'THE GROUND.  SECTION 19, T 30 S, R 17 E.
 AG0036
 AG0036                          STATION RECOVERY (1989)
 AG0036
 AG0036'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0036'RECOVERED IN GOOD CONDITION.
 AG0036
 AG0036                          STATION RECOVERY (1999)
 AG0036
 AG0036'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0036'MARK NOT FOUND.
 AG0036
 AG0036                          STATION RECOVERY (2001)
 AG0036
 AG0036'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0036'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0036
 AG0036                          STATION RECOVERY (2004)
 AG0036
 AG0036'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0036'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0037 ***********************************************************************
 AG0037  DESIGNATION -  15 72 A 09
 AG0037  PID         -  AG0037
 AG0037  STATE/COUNTY-  FL/PINELLAS
 AG0037  COUNTRY     -  US
 AG0037  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0037
 AG0037                         *CURRENT SURVEY CONTROL
 AG0037  ______________________________________________________________________
 AG0037* NAD 83(1986) POSITION- 27 52 13.     (N) 082 38 47.     (W)   SCALED
 AG0037* NAVD 88 ORTHO HEIGHT -     1.758 (meters)        5.77  (feet) ADJUSTED
 AG0037  ______________________________________________________________________
 AG0037  GEOID HEIGHT    -        -24.672 (meters)                     GEOID18
 AG0037  DYNAMIC HEIGHT  -          1.755 (meters)        5.76  (feet) COMP
 AG0037  MODELED GRAVITY -    979,181.9   (mgal)                       NAVD 88
 AG0037
 AG0037  VERT ORDER      -  SECOND    CLASS I
 AG0037
 AG0037.The horizontal coordinates were scaled from a map and have
 AG0037.an estimated accuracy of +/- 6 seconds.
 AG0037
 AG0037.The orthometric height was determined by differential leveling and
 AG0037.adjusted by the NATIONAL GEODETIC SURVEY
 AG0037.in June 1991.
 AG0037
 AG0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0037.GEOID18 height accuracy estimate available here.
 AG0037
 AG0037.Click photographs - Photos may exist for this station.
 AG0037
 AG0037.The dynamic height is computed by dividing the NAVD 88
 AG0037.geopotential number by the normal gravity value computed on the
 AG0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0037.degrees latitude (g = 980.6199 gals.).
 AG0037
 AG0037.The modeled gravity was interpolated from observed gravity values.
 AG0037
 AG0037;                    North         East    Units  Estimated Accuracy
 AG0037;SPC FL W     -   392,000.      136,350.      MT  (+/- 180 meters Scaled)
 AG0037
 AG0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379839(NAD 83)
 AG0037
 AG0037                          SUPERSEDED SURVEY CONTROL
 AG0037
 AG0037  NGVD 29 (??/??/92)    2.020  (m)            6.63   (f) ADJ UNCH    2 1
 AG0037
 AG0037.Superseded values are not recommended for survey control.
 AG0037
 AG0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0037.See file dsdata.pdf to determine how the superseded data were derived.
 AG0037
 AG0037_MARKER: DD = SURVEY DISK
 AG0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0037_STAMPING: 15-72-A09
 AG0037_MARK LOGO: FLDT
 AG0037_PROJECTION: RECESSED 10 CENTIMETERS
 AG0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0037+STABILITY: SURFACE MOTION
 AG0037
 AG0037  HISTORY     - Date     Condition        Report By
 AG0037  HISTORY     - UNK      MONUMENTED       FLDT
 AG0037  HISTORY     - 1975     GOOD             FLDT
 AG0037  HISTORY     - 1975     GOOD             FLDT
 AG0037  HISTORY     - 1975     GOOD             FLDT
 AG0037  HISTORY     - 19991129 MARK NOT FOUND   USPSQD
 AG0037  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0037  HISTORY     - 20040430 MARK NOT FOUND   USPSQD
 AG0037
 AG0037                          STATION DESCRIPTION
 AG0037
 AG0037'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0037'AT ST PETERSBURG.
 AG0037'TO REACH STATION FROM THE INTERSECTION OF ULMERTON RD. (S.R. 688)
 AG0037'AND ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG
 AG0037'ROOSEVELT BLVD. FOR 2.5 MILES TO THE JUNCTION OF 9TH STREET N.
 AG0037'STATION ON RIGHT IN THE SE CORNER, 122.0 FT. EAST OF 9TH STREET
 AG0037'N., 23.8 FT. SW OF ROOSEVELT BLVD., 4.5 FT. SW OF BACK OF CURB,
 AG0037'8.2 FT. NORTH OF THE BACK OF CURB OF TRIANGULAR GRASS ISLAND.
 AG0037'SET IN THE TOP OF A CONCRETE POST THAT IS 5 INCHES BELOW THE
 AG0037'GROUND.  SECTION 18, T 30 S, R 17 E.
 AG0037
 AG0037                          STATION RECOVERY (1975)
 AG0037
 AG0037'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0037'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND GANDY BOULEVARD, 2.5
 AG0037'MILES EAST OF PINELLAS PARK, GO NORTHERLY ON INTERSTATE ROUTE 275 FOR
 AG0037'1.9 MILES TO THE INTERSECTION OF ROOSEVELT BOULEVARD, THENCE SOUTHEAST
 AG0037'ON ROOSEVELT BOULEVARD FOR 0.9 MILE TO THE INTERSECTION OF NINTH
 AG0037'STREET STATE ROUTE 688. THE MARK IS IN THE SOUTHEAST QUADRANT OF THE
 AG0037'INTERSECTION. IT IS 63.3 FT. EAST OF A CONCRETE TRAFFIC SIGNAL LIGHT
 AG0037'POLE, 18 FT. SOUTHWEST OF THE CENTERLINE OF ROOSEVELT BOULEVARD AND
 AG0037'3.6 FT. SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE CURB OF
 AG0037'ROOSEVELT BOULEVARD.
 AG0037
 AG0037                          STATION RECOVERY (1975)
 AG0037
 AG0037'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0037'RECOVERED IN GOOD CONDITION.
 AG0037
 AG0037                          STATION RECOVERY (1999)
 AG0037
 AG0037'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0037'MARK NOT FOUND.
 AG0037
 AG0037                          STATION RECOVERY (2001)
 AG0037
 AG0037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0037'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0037
 AG0037                          STATION RECOVERY (2004)
 AG0037
 AG0037'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0037'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0029 ***********************************************************************
 AG0029  DESIGNATION -  15 72 A 10
 AG0029  PID         -  AG0029
 AG0029  STATE/COUNTY-  FL/PINELLAS
 AG0029  COUNTRY     -  US
 AG0029  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0029
 AG0029                         *CURRENT SURVEY CONTROL
 AG0029  ______________________________________________________________________
 AG0029* NAD 83(1986) POSITION- 27 52 25.     (N) 082 39 11.     (W)   SCALED
 AG0029* NAVD 88 ORTHO HEIGHT -     2.048 (meters)        6.72  (feet) ADJUSTED
 AG0029  ______________________________________________________________________
 AG0029  GEOID HEIGHT    -        -24.669 (meters)                     GEOID18
 AG0029  DYNAMIC HEIGHT  -          2.045 (meters)        6.71  (feet) COMP
 AG0029  MODELED GRAVITY -    979,182.3   (mgal)                       NAVD 88
 AG0029
 AG0029  VERT ORDER      -  SECOND    CLASS I
 AG0029
 AG0029.The horizontal coordinates were scaled from a map and have
 AG0029.an estimated accuracy of +/- 6 seconds.
 AG0029
 AG0029.The orthometric height was determined by differential leveling and
 AG0029.adjusted by the NATIONAL GEODETIC SURVEY
 AG0029.in June 1991.
 AG0029
 AG0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0029.GEOID18 height accuracy estimate available here.
 AG0029
 AG0029.Click photographs - Photos may exist for this station.
 AG0029
 AG0029.The dynamic height is computed by dividing the NAVD 88
 AG0029.geopotential number by the normal gravity value computed on the
 AG0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0029.degrees latitude (g = 980.6199 gals.).
 AG0029
 AG0029.The modeled gravity was interpolated from observed gravity values.
 AG0029
 AG0029;                    North         East    Units  Estimated Accuracy
 AG0029;SPC FL W     -   392,380.      135,690.      MT  (+/- 180 meters Scaled)
 AG0029
 AG0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL372842(NAD 83)
 AG0029
 AG0029                          SUPERSEDED SURVEY CONTROL
 AG0029
 AG0029  NGVD 29 (??/??/92)    2.311  (m)            7.58   (f) ADJ UNCH    2 1
 AG0029
 AG0029.Superseded values are not recommended for survey control.
 AG0029
 AG0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0029.See file dsdata.pdf to determine how the superseded data were derived.
 AG0029
 AG0029_MARKER: DD = SURVEY DISK
 AG0029_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG0029_SP_SET: BOX CULVERT
 AG0029_STAMPING: 15-72-A10
 AG0029_MARK LOGO: FLDT
 AG0029_PROJECTION: RECESSED 10 CENTIMETERS
 AG0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0029+STABILITY: SURFACE MOTION
 AG0029
 AG0029  HISTORY     - Date     Condition        Report By
 AG0029  HISTORY     - UNK      MONUMENTED       FLDT
 AG0029  HISTORY     - 1975     GOOD             FLDT
 AG0029  HISTORY     - 1975     GOOD             FLDT
 AG0029  HISTORY     - 1975     GOOD             FLDT
 AG0029  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0029
 AG0029                          STATION DESCRIPTION
 AG0029
 AG0029'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0029'AT ST PETERSBURG.
 AG0029'TO REACH STATION FROM THE INTERSECTION OF ULMERTON RD. (S.R. 688)
 AG0029'AND ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG
 AG0029'ROOSEVELT BLVD. FOR 2.15 MILE.  STATION ON LEFT, 108.5 FT. WEST
 AG0029'OF POWER POLE, NUMBER 104254, 46.0 FT. S/SW OF LIGHT POLE,
 AG0029'NUMBER 265, 13.0 FT. NE OF THE CENTERLINE OF ROOSEVELT BLVD.,
 AG0029'3.3 FT. SW OF THE WEST EDGE OF THE NW BOUND LANE, 175.5 FT.
 AG0029'E/SE OF THE SE END OF THE WEST SIDE OF BOX CULVERT, 41.8 FT. SW
 AG0029'OF THE EAST GUARD RAIL.  SET IN TOP OF A CONCRETE POST THAT IS
 AG0029'4 INCHES BELOW THE GROUND.  SECTION 13, T 30 S, R 16 E.
 AG0029
 AG0029                          STATION RECOVERY (1975)
 AG0029
 AG0029'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0029'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND GANDY BOULEVARD, 2.5
 AG0029'MILES EAST OF PINELLAS PARK, GO NORTHERLY ON INTERSTATE ROUTE 275 FOR
 AG0029'1.9 MILES TO THE INTERSECTION OF ROOSEVELT BOULEVARD, THENCE SOUTHEAST
 AG0029'ON ROOSEVELT BOULEVARD FOR 0.6 MILE. THE MARK IS IN THE MEDIAN. IT IS
 AG0029'45.2 FT. SOUTH SOUTHEAST OF A STEEL STREETLIGHT POLE NUMBER 265 AND
 AG0029'17.3 FT. SOUTHWEST OF THE CENTERLINE OF ROOSEVELT BOULEVARD WESTBOUND
 AG0029'LANE.
 AG0029
 AG0029                          STATION RECOVERY (1975)
 AG0029
 AG0029'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0029'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND GANDY BOULEVARD, 2.5
 AG0029'MILES EAST OF PINELLAS PARK, GO NORTHERLY ON INTERSTATE ROUTE 275 FOR
 AG0029'1.9 MILES TO THE INTERSECTION OF ROOSEVELT BOULEVARD, THENCE SOUTHEAST
 AG0029'ON ROOSEVELT BOULEVARD FOR 0.6 MILE. THE MARK IS IN THE MEDIAN. IT IS
 AG0029'45.2 FT. SOUTH SOUTHEAST OF A STEEL STREETLIGHT POLE NUMBER 265 AND
 AG0029'17.3 FT. SOUTHWEST OF THE CENTERLINE OF ROOSEVELT BOULEVARD WESTBOUND
 AG0029'LANE.
 AG0029
 AG0029                          STATION RECOVERY (1989)
 AG0029
 AG0029'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0029'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0026 ***********************************************************************
 AG0026  DESIGNATION -  15 72 A 11
 AG0026  PID         -  AG0026
 AG0026  STATE/COUNTY-  FL/PINELLAS
 AG0026  COUNTRY     -  US
 AG0026  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0026
 AG0026                         *CURRENT SURVEY CONTROL
 AG0026  ______________________________________________________________________
 AG0026* NAD 83(1986) POSITION- 27 52 45.     (N) 082 39 35.     (W)   SCALED
 AG0026* NAVD 88 ORTHO HEIGHT -     2.474 (meters)        8.12  (feet) ADJUSTED
 AG0026  ______________________________________________________________________
 AG0026  GEOID HEIGHT    -        -24.670 (meters)                     GEOID18
 AG0026  DYNAMIC HEIGHT  -          2.471 (meters)        8.11  (feet) COMP
 AG0026  MODELED GRAVITY -    979,182.7   (mgal)                       NAVD 88
 AG0026
 AG0026  VERT ORDER      -  SECOND    CLASS II
 AG0026
 AG0026.The horizontal coordinates were scaled from a map and have
 AG0026.an estimated accuracy of +/- 6 seconds.
 AG0026
 AG0026.The orthometric height was determined by differential leveling and
 AG0026.adjusted by the NATIONAL GEODETIC SURVEY
 AG0026.in June 1991.
 AG0026
 AG0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0026.GEOID18 height accuracy estimate available here.
 AG0026
 AG0026.Click photographs - Photos may exist for this station.
 AG0026
 AG0026.The dynamic height is computed by dividing the NAVD 88
 AG0026.geopotential number by the normal gravity value computed on the
 AG0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0026.degrees latitude (g = 980.6199 gals.).
 AG0026
 AG0026.The modeled gravity was interpolated from observed gravity values.
 AG0026
 AG0026;                    North         East    Units  Estimated Accuracy
 AG0026;SPC FL W     -   392,990.      135,040.      MT  (+/- 180 meters Scaled)
 AG0026
 AG0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL366849(NAD 83)
 AG0026
 AG0026                          SUPERSEDED SURVEY CONTROL
 AG0026
 AG0026  NGVD 29 (??/??/92)    2.737  (m)            8.98   (f) ADJ UNCH    2 2
 AG0026
 AG0026.Superseded values are not recommended for survey control.
 AG0026
 AG0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0026.See file dsdata.pdf to determine how the superseded data were derived.
 AG0026
 AG0026_MARKER: DD = SURVEY DISK
 AG0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0026_STAMPING: 15-72-A11
 AG0026_MARK LOGO: FLDT
 AG0026_PROJECTION: RECESSED 13 CENTIMETERS
 AG0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0026+STABILITY: SURFACE MOTION
 AG0026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0026+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003
 AG0026
 AG0026  HISTORY     - Date     Condition        Report By
 AG0026  HISTORY     - UNK      MONUMENTED       FLDT
 AG0026  HISTORY     - 1975     GOOD             FLDT
 AG0026  HISTORY     - 20030226 GOOD             USPSQD
 AG0026
 AG0026                          STATION DESCRIPTION
 AG0026
 AG0026'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0026'0.5 MI NW FROM ST PETERSBURG.
 AG0026'TO REACH STATION FROM THE INTERSECTION OF ULMERTON ROAD (S.R. 688)
 AG0026'AND ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG
 AG0026'ROOSEVELT BLVD. FOR 1.6 MILE.  STATION ON LEFT IN THE CENTER OF
 AG0026'ROOSEVELT BLVD., 100.5 FT. SE OF THE SE CENTER PILLAR OF I-75
 AG0026'EXIT RAMP OVERPASS, OVER ROOSEVELT BLVD., 27.0 FT. NE OF THE NE
 AG0026'EDGE OF THE SE BOUND LANE, 70.0 FT. NW OF THE BACK OF CURB, 9.0
 AG0026'FT. SW OF GUARDRAIL.  SET IN TOP OF CONCRETE POST THAT IS 5
 AG0026'INCHES BELOW THE GROUND.  SECTION 13, T 30 S, R 16 E.
 AG0026
 AG0026                          STATION RECOVERY (2003)
 AG0026
 AG0026'RECOVERY NOTE BY US POWER SQUADRON 2003 (SIT)
 AG0026'TO REACH STATION FROM THE INTERSECTION OF ULMERTON ROAD (S.R. 688) AND
 AG0026'ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG ROOSEVELT
 AG0026'BLVD. FOR 1.6 MILES.
 AG0026'STATION ON LEFT IN THE CENTER MEDIAN OF ROOSEVELT BLVD., 22 FEET ESE
 AG0026'(111 DEGREES) FROM THE CENTER PILLAR OF THE SOUTHERNMOST OVERPASS
 AG0026'(BRIAN DAIRY ROAD EXTENSION CR 296 TO I275), 11 FEET SW (216 DEGREES)
 AG0026'OF EDGE OF GUARDRAIL, 27 FEET NE OF EDGE OF SE BOUND TURN LANE, 70.0
 AG0026'FT. NW OF THE BACK OF CURB.
 AG0026'SET IN TOP OF CONCRETE POST THAT IS 9 INCHES BELOW THE GROUND.
 AG0026'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0027 ***********************************************************************
 AG0027  DESIGNATION -  15 72 A 12
 AG0027  PID         -  AG0027
 AG0027  STATE/COUNTY-  FL/PINELLAS
 AG0027  COUNTRY     -  US
 AG0027  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0027
 AG0027                         *CURRENT SURVEY CONTROL
 AG0027  ______________________________________________________________________
 AG0027* NAD 83(1986) POSITION- 27 53 01.     (N) 082 39 59.     (W)   SCALED
 AG0027* NAVD 88 ORTHO HEIGHT -     2.384 (meters)        7.82  (feet) ADJUSTED
 AG0027  ______________________________________________________________________
 AG0027  GEOID HEIGHT    -        -24.668 (meters)                     GEOID18
 AG0027  DYNAMIC HEIGHT  -          2.381 (meters)        7.81  (feet) COMP
 AG0027  MODELED GRAVITY -    979,183.1   (mgal)                       NAVD 88
 AG0027
 AG0027  VERT ORDER      -  SECOND    CLASS II
 AG0027
 AG0027.The horizontal coordinates were scaled from a map and have
 AG0027.an estimated accuracy of +/- 6 seconds.
 AG0027
 AG0027.The orthometric height was determined by differential leveling and
 AG0027.adjusted by the NATIONAL GEODETIC SURVEY
 AG0027.in June 1991.
 AG0027
 AG0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0027.GEOID18 height accuracy estimate available here.
 AG0027
 AG0027.Click photographs - Photos may exist for this station.
 AG0027
 AG0027.The dynamic height is computed by dividing the NAVD 88
 AG0027.geopotential number by the normal gravity value computed on the
 AG0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0027.degrees latitude (g = 980.6199 gals.).
 AG0027
 AG0027.The modeled gravity was interpolated from observed gravity values.
 AG0027
 AG0027;                    North         East    Units  Estimated Accuracy
 AG0027;SPC FL W     -   393,490.      134,390.      MT  (+/- 180 meters Scaled)
 AG0027
 AG0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL359854(NAD 83)
 AG0027
 AG0027                          SUPERSEDED SURVEY CONTROL
 AG0027
 AG0027  NGVD 29 (??/??/92)    2.647  (m)            8.68   (f) ADJ UNCH    2 2
 AG0027
 AG0027.Superseded values are not recommended for survey control.
 AG0027
 AG0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0027.See file dsdata.pdf to determine how the superseded data were derived.
 AG0027
 AG0027_MARKER: DD = SURVEY DISK
 AG0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0027_STAMPING: 15-72-A12
 AG0027_MARK LOGO: FLDT
 AG0027_PROJECTION: RECESSED 13 CENTIMETERS
 AG0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0027+STABILITY: SURFACE MOTION
 AG0027
 AG0027  HISTORY     - Date     Condition        Report By
 AG0027  HISTORY     - UNK      MONUMENTED       FLDT
 AG0027  HISTORY     - 1975     GOOD             FLDT
 AG0027  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0027
 AG0027                          STATION DESCRIPTION
 AG0027
 AG0027'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0027'0.6 MI NW FROM ST PETERSBURG.
 AG0027'TO REACH STATION FROM THE INTERSECTION OF ULMERTON ROAD (S.R. 688)
 AG0027'AND ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG
 AG0027'ROOSEVELT BLVD. FOR 1.05 MILE.  STATION ON LEFT, 20.5 FT. EAST
 AG0027'OF THE CENTERLINE OF ROOSEVELT BLVD., 111.2 FT. W/NW OF LIGHT
 AG0027'POLE, NUMBER 312, 127.6 FT. SOUTH OF LIGHT POLE, NUMBER 310,
 AG0027'4.7 FT. WEST OF THE WEST EDGE OF THE NW BOUND LANE.  SET IN TOP
 AG0027'OF A CONCRETE POST THAT IS 5 INCHES BELOW THE GROUND.  SECTION
 AG0027'11, T 30 S, R 16 E.
 AG0027
 AG0027                          STATION RECOVERY (1999)
 AG0027
 AG0027'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0027'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0028 ***********************************************************************
 AG0028  DESIGNATION -  15 72 A 13
 AG0028  PID         -  AG0028
 AG0028  STATE/COUNTY-  FL/PINELLAS
 AG0028  COUNTRY     -  US
 AG0028  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0028
 AG0028                         *CURRENT SURVEY CONTROL
 AG0028  ______________________________________________________________________
 AG0028* NAD 83(1986) POSITION- 27 53 25.     (N) 082 40 29.     (W)   SCALED
 AG0028* NAVD 88 ORTHO HEIGHT -     3.681 (meters)       12.08  (feet) ADJUSTED
 AG0028  ______________________________________________________________________
 AG0028  GEOID HEIGHT    -        -24.669 (meters)                     GEOID18
 AG0028  DYNAMIC HEIGHT  -          3.676 (meters)       12.06  (feet) COMP
 AG0028  MODELED GRAVITY -    979,183.6   (mgal)                       NAVD 88
 AG0028
 AG0028  VERT ORDER      -  SECOND    CLASS II
 AG0028
 AG0028.The horizontal coordinates were scaled from a map and have
 AG0028.an estimated accuracy of +/- 6 seconds.
 AG0028
 AG0028.The orthometric height was determined by differential leveling and
 AG0028.adjusted by the NATIONAL GEODETIC SURVEY
 AG0028.in June 1991.
 AG0028
 AG0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0028.GEOID18 height accuracy estimate available here.
 AG0028
 AG0028.Click photographs - Photos may exist for this station.
 AG0028
 AG0028.The dynamic height is computed by dividing the NAVD 88
 AG0028.geopotential number by the normal gravity value computed on the
 AG0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0028.degrees latitude (g = 980.6199 gals.).
 AG0028
 AG0028.The modeled gravity was interpolated from observed gravity values.
 AG0028
 AG0028;                    North         East    Units  Estimated Accuracy
 AG0028;SPC FL W     -   394,230.      133,570.      MT  (+/- 180 meters Scaled)
 AG0028
 AG0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL351861(NAD 83)
 AG0028
 AG0028                          SUPERSEDED SURVEY CONTROL
 AG0028
 AG0028  NGVD 29 (??/??/92)    3.944  (m)           12.94   (f) ADJ UNCH    2 2
 AG0028
 AG0028.Superseded values are not recommended for survey control.
 AG0028
 AG0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0028.See file dsdata.pdf to determine how the superseded data were derived.
 AG0028
 AG0028_MARKER: DD = SURVEY DISK
 AG0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0028_STAMPING: 15-72-A13
 AG0028_MARK LOGO: FLDT
 AG0028_PROJECTION: RECESSED 10 CENTIMETERS
 AG0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0028+STABILITY: SURFACE MOTION
 AG0028
 AG0028  HISTORY     - Date     Condition        Report By
 AG0028  HISTORY     - UNK      MONUMENTED       FLDT
 AG0028  HISTORY     - 1975     GOOD             FLDT
 AG0028  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0028
 AG0028                          STATION DESCRIPTION
 AG0028
 AG0028'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0028'0.7 MI NW FROM ST PETERSBURG.
 AG0028'TO REACH STATION FROM THE INTERSECTION OF ULMERTON ROAD (S.R. 688)
 AG0028'AND ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG
 AG0028'ROOSEVELT BLVD. FOR 0.3 MILE.  STATION ON RIGHT, 81.1 FT. WEST
 AG0028'OF THE CENTERLINE OF ROOSEVELT BLVD., 65.7 FT. SE OF POWER POLE,
 AG0028'NUMBER 2-14341, 19.4 FT. SOUTH OF LIGHT POLE, NUMBER 438, 4.0
 AG0028'FT. WEST OF THE WEST EDGE OF PAVEMENT.  SET IN TOP OF CONCRETE
 AG0028'POST THAT IS 4 INCHES BELOW THE GROUND.  SECTION 11, T 30 S,
 AG0028'R 16 E.
 AG0028
 AG0028                          STATION RECOVERY (1999)
 AG0028
 AG0028'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0028'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0031 ***********************************************************************
 AL0031  DESIGNATION -  15 73 A 02
 AL0031  PID         -  AL0031
 AL0031  STATE/COUNTY-  FL/PINELLAS
 AL0031  COUNTRY     -  US
 AL0031  USGS QUAD   -  OLDSMAR (2018)
 AL0031
 AL0031                         *CURRENT SURVEY CONTROL
 AL0031  ______________________________________________________________________
 AL0031* NAD 83(1986) POSITION- 28 03 01.     (N) 082 43 41.     (W)   SCALED
 AL0031* NAVD 88 ORTHO HEIGHT -    20.378 (meters)       66.86  (feet) ADJUSTED
 AL0031  ______________________________________________________________________
 AL0031  GEOID HEIGHT    -        -24.911 (meters)                     GEOID18
 AL0031  DYNAMIC HEIGHT  -         20.348 (meters)       66.76  (feet) COMP
 AL0031  MODELED GRAVITY -    979,188.1   (mgal)                       NAVD 88
 AL0031
 AL0031  VERT ORDER      -  SECOND    CLASS II
 AL0031
 AL0031.The horizontal coordinates were scaled from a map and have
 AL0031.an estimated accuracy of +/- 6 seconds.
 AL0031
 AL0031.The orthometric height was determined by differential leveling and
 AL0031.adjusted by the NATIONAL GEODETIC SURVEY
 AL0031.in June 1991.
 AL0031
 AL0031.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0031.GEOID18 height accuracy estimate available here.
 AL0031
 AL0031.Click photographs - Photos may exist for this station.
 AL0031
 AL0031.The dynamic height is computed by dividing the NAVD 88
 AL0031.geopotential number by the normal gravity value computed on the
 AL0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0031.degrees latitude (g = 980.6199 gals.).
 AL0031
 AL0031.The modeled gravity was interpolated from observed gravity values.
 AL0031
 AL0031;                    North         East    Units  Estimated Accuracy
 AL0031;SPC FL W     -   411,990.      128,420.      MT  (+/- 180 meters Scaled)
 AL0031
 AL0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM301039(NAD 83)
 AL0031
 AL0031                          SUPERSEDED SURVEY CONTROL
 AL0031
 AL0031  NGVD 29 (??/??/92)   20.637  (m)           67.71   (f) ADJ UNCH    2 2
 AL0031
 AL0031.Superseded values are not recommended for survey control.
 AL0031
 AL0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0031.See file dsdata.pdf to determine how the superseded data were derived.
 AL0031
 AL0031_MARKER: DD = SURVEY DISK
 AL0031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0031_STAMPING: 15-73-A02
 AL0031_MARK LOGO: FLDT
 AL0031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0031+STABILITY: SURFACE MOTION
 AL0031
 AL0031  HISTORY     - Date     Condition        Report By
 AL0031  HISTORY     - 1975     MONUMENTED       FLDT
 AL0031
 AL0031                          STATION DESCRIPTION
 AL0031
 AL0031'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0031'1.4 MI NW FROM OLDSMAR.
 AL0031'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0031'AND U.S. 19, RUN EASTERLY ON CURLEW RD. FOR 0.6 MILE.  STATION
 AL0031'ON LEFT, 264 FT. EAST OF THE CENTERLINE OF 66TH STREET, 38.7
 AL0031'FT. NORTH OF THE CENTERLINE OF CURLEW RD., 18.5 FT. WEST OF THE
 AL0031'CENTERLINE OF A PAVED ROAD (NO NAME), 15.5 FT. SW FROM THE SW
 AL0031'CORNER OF THE BEGINNING OF A CONCRETE CURB, 4.2 FT. SOUTH OF A
 AL0031'POWER POLE, NUMBER 6A-26313-R.  SET IN TOP OF A CONCRETE POST
 AL0031'THAT IS 5 INCHES BELOW GROUND.  SECTION 17, T28S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0032 ***********************************************************************
 AL0032  DESIGNATION -  15 73 A 03
 AL0032  PID         -  AL0032
 AL0032  STATE/COUNTY-  FL/PINELLAS
 AL0032  COUNTRY     -  US
 AL0032  USGS QUAD   -  OLDSMAR (2018)
 AL0032
 AL0032                         *CURRENT SURVEY CONTROL
 AL0032  ______________________________________________________________________
 AL0032* NAD 83(1986) POSITION- 28 03 01.     (N) 082 43 53.     (W)   SCALED
 AL0032* NAVD 88 ORTHO HEIGHT -    20.212 (meters)       66.31  (feet) ADJUSTED
 AL0032  ______________________________________________________________________
 AL0032  GEOID HEIGHT    -        -24.907 (meters)                     GEOID18
 AL0032  DYNAMIC HEIGHT  -         20.182 (meters)       66.21  (feet) COMP
 AL0032  MODELED GRAVITY -    979,188.0   (mgal)                       NAVD 88
 AL0032
 AL0032  VERT ORDER      -  SECOND    CLASS II
 AL0032
 AL0032.The horizontal coordinates were scaled from a map and have
 AL0032.an estimated accuracy of +/- 6 seconds.
 AL0032
 AL0032.The orthometric height was determined by differential leveling and
 AL0032.adjusted by the NATIONAL GEODETIC SURVEY
 AL0032.in June 1991.
 AL0032
 AL0032.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0032.GEOID18 height accuracy estimate available here.
 AL0032
 AL0032.Click photographs - Photos may exist for this station.
 AL0032
 AL0032.The dynamic height is computed by dividing the NAVD 88
 AL0032.geopotential number by the normal gravity value computed on the
 AL0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0032.degrees latitude (g = 980.6199 gals.).
 AL0032
 AL0032.The modeled gravity was interpolated from observed gravity values.
 AL0032
 AL0032;                    North         East    Units  Estimated Accuracy
 AL0032;SPC FL W     -   412,000.      128,100.      MT  (+/- 180 meters Scaled)
 AL0032
 AL0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM298039(NAD 83)
 AL0032
 AL0032                          SUPERSEDED SURVEY CONTROL
 AL0032
 AL0032  NGVD 29 (??/??/92)   20.471  (m)           67.16   (f) ADJ UNCH    2 2
 AL0032
 AL0032.Superseded values are not recommended for survey control.
 AL0032
 AL0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0032.See file dsdata.pdf to determine how the superseded data were derived.
 AL0032
 AL0032_MARKER: DD = SURVEY DISK
 AL0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0032_STAMPING: 15-73-A03
 AL0032_MARK LOGO: FLDT
 AL0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0032+STABILITY: SURFACE MOTION
 AL0032
 AL0032  HISTORY     - Date     Condition        Report By
 AL0032  HISTORY     - 1975     MONUMENTED       FLDT
 AL0032  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0032
 AL0032                          STATION DESCRIPTION
 AL0032
 AL0032'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0032'1.6 MI NW FROM OLDSMAR.
 AL0032'TO REACH STATION FROM THE INTERSECTION OF CURLEW RD. (S.R. S-586)
 AL0032'AND U.S. 19, RUN EASTERLY ON CURLEW RD. FOR 0.4 MILE.  STATION
 AL0032'ON LEFT, 39.0 FT. NORTH OF THE CENTERLINE OF CURLEW RD., 100.5
 AL0032'FT. WEST OF THE CENTERLINE OF MORGAN CT., 4.3 FT. SOUTH OF A
 AL0032'POWER POLE, NUMBER 6A-26309-R.  SET IN TOP OF A CONCRETE POST
 AL0032'THAT IS 3 INCHES BELOW THE GROUND.  SECTION 18, T28S, R16E.
 AL0032
 AL0032                          STATION RECOVERY (1990)
 AL0032
 AL0032'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0032'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0033 ***********************************************************************
 AL0033  DESIGNATION -  15 73 A 04
 AL0033  PID         -  AL0033
 AL0033  STATE/COUNTY-  FL/PINELLAS
 AL0033  COUNTRY     -  US
 AL0033  USGS QUAD   -  OLDSMAR (2018)
 AL0033
 AL0033                         *CURRENT SURVEY CONTROL
 AL0033  ______________________________________________________________________
 AL0033* NAD 83(1986) POSITION- 28 02 55.     (N) 082 44 17.     (W)   SCALED
 AL0033* NAVD 88 ORTHO HEIGHT -    19.588 (meters)       64.27  (feet) ADJUSTED
 AL0033  ______________________________________________________________________
 AL0033  GEOID HEIGHT    -        -24.894 (meters)                     GEOID18
 AL0033  DYNAMIC HEIGHT  -         19.560 (meters)       64.17  (feet) COMP
 AL0033  MODELED GRAVITY -    979,187.8   (mgal)                       NAVD 88
 AL0033
 AL0033  VERT ORDER      -  SECOND    CLASS II
 AL0033
 AL0033.The horizontal coordinates were scaled from a map and have
 AL0033.an estimated accuracy of +/- 6 seconds.
 AL0033
 AL0033.The orthometric height was determined by differential leveling and
 AL0033.adjusted by the NATIONAL GEODETIC SURVEY
 AL0033.in June 1991.
 AL0033
 AL0033.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0033.GEOID18 height accuracy estimate available here.
 AL0033
 AL0033.Click photographs - Photos may exist for this station.
 AL0033
 AL0033.The dynamic height is computed by dividing the NAVD 88
 AL0033.geopotential number by the normal gravity value computed on the
 AL0033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0033.degrees latitude (g = 980.6199 gals.).
 AL0033
 AL0033.The modeled gravity was interpolated from observed gravity values.
 AL0033
 AL0033;                    North         East    Units  Estimated Accuracy
 AL0033;SPC FL W     -   411,820.      127,440.      MT  (+/- 180 meters Scaled)
 AL0033
 AL0033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291038(NAD 83)
 AL0033
 AL0033                          SUPERSEDED SURVEY CONTROL
 AL0033
 AL0033  NGVD 29 (??/??/92)   19.848  (m)           65.12   (f) ADJ UNCH    2 2
 AL0033
 AL0033.Superseded values are not recommended for survey control.
 AL0033
 AL0033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0033.See file dsdata.pdf to determine how the superseded data were derived.
 AL0033
 AL0033_MARKER: DD = SURVEY DISK
 AL0033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0033_STAMPING: 15-73-A04
 AL0033_MARK LOGO: FLDT
 AL0033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0033+STABILITY: SURFACE MOTION
 AL0033
 AL0033  HISTORY     - Date     Condition        Report By
 AL0033  HISTORY     - 1976     MONUMENTED       FLDT
 AL0033  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0033
 AL0033                          STATION DESCRIPTION
 AL0033
 AL0033'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0033'5.5 MI S FROM TARPON SPRINGS.
 AL0033'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0033'584, RUN SOUTHERLY ON U.S. 19 FOR 1.3 MILE.  STATION ON LEFT,
 AL0033'101.0 FT. EAST OF THE CENTERLINE OF U.S. 19, 53.0 FT. SOUTH OF
 AL0033'THE CENTERLINE OF CURLEW RD., 13.5 FT. SE OF POWER POLE, NUMBER
 AL0033'12A-4177-R.  SET IN TOP OF CONCRETE POST THAT IS 6 INCHES BELOW
 AL0033'THE GROUND.  SECTION 18, T28S, R16E.
 AL0033
 AL0033                          STATION RECOVERY (1990)
 AL0033
 AL0033'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0033'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0034 ***********************************************************************
 AL0034  DESIGNATION -  15 73 A 05
 AL0034  PID         -  AL0034
 AL0034  STATE/COUNTY-  FL/PINELLAS
 AL0034  COUNTRY     -  US
 AL0034  USGS QUAD   -  OLDSMAR (2018)
 AL0034
 AL0034                         *CURRENT SURVEY CONTROL
 AL0034  ______________________________________________________________________
 AL0034* NAD 83(1986) POSITION- 28 02 37.     (N) 082 44 17.     (W)   SCALED
 AL0034* NAVD 88 ORTHO HEIGHT -    16.886 (meters)       55.40  (feet) ADJUSTED
 AL0034  ______________________________________________________________________
 AL0034  GEOID HEIGHT    -        -24.884 (meters)                     GEOID18
 AL0034  DYNAMIC HEIGHT  -         16.861 (meters)       55.32  (feet) COMP
 AL0034  MODELED GRAVITY -    979,187.3   (mgal)                       NAVD 88
 AL0034
 AL0034  VERT ORDER      -  SECOND    CLASS II
 AL0034
 AL0034.The horizontal coordinates were scaled from a map and have
 AL0034.an estimated accuracy of +/- 6 seconds.
 AL0034
 AL0034.The orthometric height was determined by differential leveling and
 AL0034.adjusted by the NATIONAL GEODETIC SURVEY
 AL0034.in June 1991.
 AL0034
 AL0034.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0034.GEOID18 height accuracy estimate available here.
 AL0034
 AL0034.Click photographs - Photos may exist for this station.
 AL0034
 AL0034.The dynamic height is computed by dividing the NAVD 88
 AL0034.geopotential number by the normal gravity value computed on the
 AL0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0034.degrees latitude (g = 980.6199 gals.).
 AL0034
 AL0034.The modeled gravity was interpolated from observed gravity values.
 AL0034
 AL0034;                    North         East    Units  Estimated Accuracy
 AL0034;SPC FL W     -   411,260.      127,440.      MT  (+/- 180 meters Scaled)
 AL0034
 AL0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291032(NAD 83)
 AL0034
 AL0034                          SUPERSEDED SURVEY CONTROL
 AL0034
 AL0034  NGVD 29 (??/??/92)   17.145  (m)           56.25   (f) ADJ UNCH    2 2
 AL0034
 AL0034.Superseded values are not recommended for survey control.
 AL0034
 AL0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0034.See file dsdata.pdf to determine how the superseded data were derived.
 AL0034
 AL0034_MARKER: DD = SURVEY DISK
 AL0034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0034_STAMPING: 15-73-A05
 AL0034_MARK LOGO: FLDT
 AL0034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0034+STABILITY: SURFACE MOTION
 AL0034
 AL0034  HISTORY     - Date     Condition        Report By
 AL0034  HISTORY     - 1976     MONUMENTED       FLDT
 AL0034  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0034
 AL0034                          STATION DESCRIPTION
 AL0034
 AL0034'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0034'5.8 MI S FROM TARPON SPRINGS.
 AL0034'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0034'584, RUN SOUTHERLY ON U.S. 19 FOR 1.8 MILE.  STATION ON RIGHT,
 AL0034'93.5 FT. WEST OF THE CENTERLINE OF U.S. 19, 49.5 FT. WEST OF THE
 AL0034'WEST EDGE OF PAVEMENT OF THE SOUTH BOUND LANE OF U.S. 19, 17.0
 AL0034'FT. NORTH OF THE NORTH EDGE OF PAVEMENT OF ASPHALT DRIVEWAY,
 AL0034'9.0 FT. NORTH OF POWER POLE, NUMBER 6A-10913-R.  SET IN TOP OF
 AL0034'A CONCRETE POST THAT IS 6 INCHES BELOW THE GROUND.  SECTION 18,
 AL0034'T28S, R16E.
 AL0034
 AL0034                          STATION RECOVERY (1990)
 AL0034
 AL0034'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0034'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0023 ***********************************************************************
 AL0023  DESIGNATION -  15 73 A 11
 AL0023  PID         -  AL0023
 AL0023  STATE/COUNTY-  FL/PINELLAS
 AL0023  COUNTRY     -  US
 AL0023  USGS QUAD   -  OLDSMAR (2018)
 AL0023
 AL0023                         *CURRENT SURVEY CONTROL
 AL0023  ______________________________________________________________________
 AL0023* NAD 83(1986) POSITION- 28 01 07.     (N) 082 43 17.     (W)   SCALED
 AL0023* NAVD 88 ORTHO HEIGHT -    27.045 (meters)       88.73  (feet) ADJUSTED
 AL0023  ______________________________________________________________________
 AL0023  GEOID HEIGHT    -        -24.854 (meters)                     GEOID18
 AL0023  DYNAMIC HEIGHT  -         27.006 (meters)       88.60  (feet) COMP
 AL0023  MODELED GRAVITY -    979,185.4   (mgal)                       NAVD 88
 AL0023
 AL0023  VERT ORDER      -  SECOND    CLASS II
 AL0023
 AL0023.The horizontal coordinates were scaled from a map and have
 AL0023.an estimated accuracy of +/- 6 seconds.
 AL0023
 AL0023.The orthometric height was determined by differential leveling and
 AL0023.adjusted by the NATIONAL GEODETIC SURVEY
 AL0023.in June 1991.
 AL0023
 AL0023.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0023.GEOID18 height accuracy estimate available here.
 AL0023
 AL0023.Click photographs - Photos may exist for this station.
 AL0023
 AL0023.The dynamic height is computed by dividing the NAVD 88
 AL0023.geopotential number by the normal gravity value computed on the
 AL0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0023.degrees latitude (g = 980.6199 gals.).
 AL0023
 AL0023.The modeled gravity was interpolated from observed gravity values.
 AL0023
 AL0023;                    North         East    Units  Estimated Accuracy
 AL0023;SPC FL W     -   408,480.      129,060.      MT  (+/- 180 meters Scaled)
 AL0023
 AL0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM307004(NAD 83)
 AL0023
 AL0023                          SUPERSEDED SURVEY CONTROL
 AL0023
 AL0023  NGVD 29 (??/??/92)   27.305  (m)           89.58   (f) ADJ UNCH    2 2
 AL0023
 AL0023.Superseded values are not recommended for survey control.
 AL0023
 AL0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0023.See file dsdata.pdf to determine how the superseded data were derived.
 AL0023
 AL0023_MARKER: DD = SURVEY DISK
 AL0023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0023_STAMPING: 15-73-A11
 AL0023_MARK LOGO: FLDT
 AL0023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0023+STABILITY: SURFACE MOTION
 AL0023
 AL0023  HISTORY     - Date     Condition        Report By
 AL0023  HISTORY     - 1976     MONUMENTED       FLDT
 AL0023  HISTORY     - 1976     GOOD             NGS
 AL0023  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0023
 AL0023                          STATION DESCRIPTION
 AL0023
 AL0023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0023'IN CLEARWATER.
 AL0023'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND S.R.
 AL0023'580.  RUN EASTERLY ON S.R. 580 FOR 1.05 MILES.  STATION ON RIGHT 33.3
 AL0023'FT. SOUTH OF THE CENTERLINE OF S.R. 580, 136.6 FT. S.E. OF A POWER
 AL0023'POLE (NUMBER 2-20395), 79.2 FT. S.W. OF A POWER POLE (NUMBER, 2-20396)
 AL0023'41.7 FT. N.E. OF A FIRE HYDRANT, 20.7 FT. SOUTH OF THE EDGE OF
 AL0023'PAVEMENT.  SET IN THE TOP OF A CONCRETE POST THAT IS 6 IN. BELOW
 AL0023'GROUND.  SECTION 29, T28S, R16E.
 AL0023
 AL0023                          STATION RECOVERY (1984)
 AL0023
 AL0023'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0023'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0024 ***********************************************************************
 AL0024  DESIGNATION -  15 73 A 12
 AL0024  PID         -  AL0024
 AL0024  STATE/COUNTY-  FL/PINELLAS
 AL0024  COUNTRY     -  US
 AL0024  USGS QUAD   -  OLDSMAR (2018)
 AL0024
 AL0024                         *CURRENT SURVEY CONTROL
 AL0024  ______________________________________________________________________
 AL0024* NAD 83(1986) POSITION- 28 01 07.     (N) 082 42 59.     (W)   SCALED
 AL0024* NAVD 88 ORTHO HEIGHT -    23.877 (meters)       78.34  (feet) ADJUSTED
 AL0024  ______________________________________________________________________
 AL0024  GEOID HEIGHT    -        -24.861 (meters)                     GEOID18
 AL0024  DYNAMIC HEIGHT  -         23.842 (meters)       78.22  (feet) COMP
 AL0024  MODELED GRAVITY -    979,185.5   (mgal)                       NAVD 88
 AL0024
 AL0024  VERT ORDER      -  SECOND    CLASS II
 AL0024
 AL0024.The horizontal coordinates were scaled from a map and have
 AL0024.an estimated accuracy of +/- 6 seconds.
 AL0024
 AL0024.The orthometric height was determined by differential leveling and
 AL0024.adjusted by the NATIONAL GEODETIC SURVEY
 AL0024.in June 1991.
 AL0024
 AL0024.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0024.GEOID18 height accuracy estimate available here.
 AL0024
 AL0024.Click photographs - Photos may exist for this station.
 AL0024
 AL0024.The dynamic height is computed by dividing the NAVD 88
 AL0024.geopotential number by the normal gravity value computed on the
 AL0024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0024.degrees latitude (g = 980.6199 gals.).
 AL0024
 AL0024.The modeled gravity was interpolated from observed gravity values.
 AL0024
 AL0024;                    North         East    Units  Estimated Accuracy
 AL0024;SPC FL W     -   408,480.      129,550.      MT  (+/- 180 meters Scaled)
 AL0024
 AL0024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM312004(NAD 83)
 AL0024
 AL0024                          SUPERSEDED SURVEY CONTROL
 AL0024
 AL0024  NGVD 29 (??/??/92)   24.137  (m)           79.19   (f) ADJ UNCH    2 2
 AL0024
 AL0024.Superseded values are not recommended for survey control.
 AL0024
 AL0024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0024.See file dsdata.pdf to determine how the superseded data were derived.
 AL0024
 AL0024_MARKER: DD = SURVEY DISK
 AL0024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0024_STAMPING: 15-73-A12
 AL0024_MARK LOGO: FLDT
 AL0024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0024+STABILITY: SURFACE MOTION
 AL0024
 AL0024  HISTORY     - Date     Condition        Report By
 AL0024  HISTORY     - 1976     MONUMENTED       FLDT
 AL0024  HISTORY     - 1976     GOOD             NGS
 AL0024  HISTORY     - 1984     GOOD             USPSQD
 AL0024
 AL0024                          STATION DESCRIPTION
 AL0024
 AL0024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0024'IN CLEARWATER.
 AL0024'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND S.R.
 AL0024'580.  RUN EASTERLY ON S.R. 580 FOR 1.30 MILES.  STATION ON LEFT, 20.7
 AL0024'FT. NORTH OF THE CENTERLINE OF S.R. 580 335.0 FT. WEST OF THE
 AL0024'CENTERLINE OF LANDMARK DR. (2700 BLOCK), 14.7 FT. SOUTH OF A 4 FT.
 AL0024'HIGH WOODEN FENCE 5.4 FT. SOUTH OF A POWER POLE (NUMBER 2-20404) 2.3
 AL0024'FT. NORTH OF THE EDGE OF PAVEMENT.  SET IN THE TOP OF A CONCRETE POST
 AL0024'THAT IS 2 IN. BELOW GROUND.  SECTION 29, T28S, R16E.
 AL0024
 AL0024                          STATION RECOVERY (1984)
 AL0024
 AL0024'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0025 ***********************************************************************
 AL0025  DESIGNATION -  15 73 A 13
 AL0025  PID         -  AL0025
 AL0025  STATE/COUNTY-  FL/PINELLAS
 AL0025  COUNTRY     -  US
 AL0025  USGS QUAD   -  OLDSMAR (2018)
 AL0025
 AL0025                         *CURRENT SURVEY CONTROL
 AL0025  ______________________________________________________________________
 AL0025* NAD 83(1986) POSITION- 28 01 07.     (N) 082 42 47.     (W)   SCALED
 AL0025* NAVD 88 ORTHO HEIGHT -    19.099 (meters)       62.66  (feet) ADJUSTED
 AL0025  ______________________________________________________________________
 AL0025  GEOID HEIGHT    -        -24.865 (meters)                     GEOID18
 AL0025  DYNAMIC HEIGHT  -         19.071 (meters)       62.57  (feet) COMP
 AL0025  MODELED GRAVITY -    979,185.6   (mgal)                       NAVD 88
 AL0025
 AL0025  VERT ORDER      -  SECOND    CLASS II
 AL0025
 AL0025.The horizontal coordinates were scaled from a map and have
 AL0025.an estimated accuracy of +/- 6 seconds.
 AL0025
 AL0025.The orthometric height was determined by differential leveling and
 AL0025.adjusted by the NATIONAL GEODETIC SURVEY
 AL0025.in June 1991.
 AL0025
 AL0025.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0025.GEOID18 height accuracy estimate available here.
 AL0025
 AL0025.Click photographs - Photos may exist for this station.
 AL0025
 AL0025.The dynamic height is computed by dividing the NAVD 88
 AL0025.geopotential number by the normal gravity value computed on the
 AL0025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0025.degrees latitude (g = 980.6199 gals.).
 AL0025
 AL0025.The modeled gravity was interpolated from observed gravity values.
 AL0025
 AL0025;                    North         East    Units  Estimated Accuracy
 AL0025;SPC FL W     -   408,480.      129,880.      MT  (+/- 180 meters Scaled)
 AL0025
 AL0025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM315004(NAD 83)
 AL0025
 AL0025                          SUPERSEDED SURVEY CONTROL
 AL0025
 AL0025  NGVD 29 (??/??/92)   19.358  (m)           63.51   (f) ADJ UNCH    2 2
 AL0025
 AL0025.Superseded values are not recommended for survey control.
 AL0025
 AL0025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0025.See file dsdata.pdf to determine how the superseded data were derived.
 AL0025
 AL0025_MARKER: DD = SURVEY DISK
 AL0025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0025_STAMPING: 15-73-A13
 AL0025_MARK LOGO: FLDT
 AL0025_PROJECTION: FLUSH
 AL0025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0025+STABILITY: SURFACE MOTION
 AL0025
 AL0025  HISTORY     - Date     Condition        Report By
 AL0025  HISTORY     - 1976     MONUMENTED       FLDT
 AL0025  HISTORY     - 1976     GOOD             NGS
 AL0025  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0025
 AL0025                          STATION DESCRIPTION
 AL0025
 AL0025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0025'IN CLEARWATER.
 AL0025'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND S.R.
 AL0025'580.  RUN EASTERLY ON S.R. 580 FOR 1.55 MILES TO BEGINNING OF CURVE.
 AL0025'STATION ON RIGHT, 13.6 FT. S.E. OF THE EXTENDED CENTERLINE OF S.R. 580
 AL0025'1.0 FT. SOUTH OF THE EXTENDED CENTERLINE OF S.R. 580, 68.3 FT. N.E. OF
 AL0025'A POWER POLE (NUMBER, 2-25107), 12.8 FT. N.E. OF A 12 IN. PINE TREE.
 AL0025'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AL0025'SECTION 28, T28S, R16E.
 AL0025
 AL0025                          STATION RECOVERY (1984)
 AL0025
 AL0025'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0025'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0026 ***********************************************************************
 AL0026  DESIGNATION -  15 73 A 14
 AL0026  PID         -  AL0026
 AL0026  STATE/COUNTY-  FL/PINELLAS
 AL0026  COUNTRY     -  US
 AL0026  USGS QUAD   -  OLDSMAR (2018)
 AL0026
 AL0026                         *CURRENT SURVEY CONTROL
 AL0026  ______________________________________________________________________
 AL0026* NAD 83(1986) POSITION- 28 01 37.     (N) 082 42 17.     (W)   SCALED
 AL0026* NAVD 88 ORTHO HEIGHT -    17.049 (meters)       55.93  (feet) ADJUSTED
 AL0026  ______________________________________________________________________
 AL0026  GEOID HEIGHT    -        -24.893 (meters)                     GEOID18
 AL0026  DYNAMIC HEIGHT  -         17.024 (meters)       55.85  (feet) COMP
 AL0026  MODELED GRAVITY -    979,186.5   (mgal)                       NAVD 88
 AL0026
 AL0026  VERT ORDER      -  SECOND    CLASS II
 AL0026
 AL0026.The horizontal coordinates were scaled from a map and have
 AL0026.an estimated accuracy of +/- 6 seconds.
 AL0026
 AL0026.The orthometric height was determined by differential leveling and
 AL0026.adjusted by the NATIONAL GEODETIC SURVEY
 AL0026.in June 1991.
 AL0026
 AL0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0026.GEOID18 height accuracy estimate available here.
 AL0026
 AL0026.Click photographs - Photos may exist for this station.
 AL0026
 AL0026.The dynamic height is computed by dividing the NAVD 88
 AL0026.geopotential number by the normal gravity value computed on the
 AL0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0026.degrees latitude (g = 980.6199 gals.).
 AL0026
 AL0026.The modeled gravity was interpolated from observed gravity values.
 AL0026
 AL0026;                    North         East    Units  Estimated Accuracy
 AL0026;SPC FL W     -   409,400.      130,700.      MT  (+/- 180 meters Scaled)
 AL0026
 AL0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM324013(NAD 83)
 AL0026
 AL0026                          SUPERSEDED SURVEY CONTROL
 AL0026
 AL0026  NGVD 29 (??/??/92)   17.308  (m)           56.78   (f) ADJ UNCH    2 2
 AL0026
 AL0026.Superseded values are not recommended for survey control.
 AL0026
 AL0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0026.See file dsdata.pdf to determine how the superseded data were derived.
 AL0026
 AL0026_MARKER: DD = SURVEY DISK
 AL0026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0026_STAMPING: 15-73-A14
 AL0026_MARK LOGO: FLDT
 AL0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0026+STABILITY: SURFACE MOTION
 AL0026
 AL0026  HISTORY     - Date     Condition        Report By
 AL0026  HISTORY     - 1976     MONUMENTED       FLDT
 AL0026  HISTORY     - 1976     GOOD             NGS
 AL0026
 AL0026                          STATION DESCRIPTION
 AL0026
 AL0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0026'IN CLEARWATER.
 AL0026'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-580.
 AL0026'RUN EASTERLY ON SR-580 FOR 2.25 MILE.  STATION ON LEFT, 52.5 FT. N.W.
 AL0026'OF THE CENTERLINE OF SR-580, 1.0 FT. WEST OF THE EXTENDED CENTERLINE
 AL0026'OF C.R. 77, 105.8 FT. E.N.E. OF POWER POLE (NUMBER 2-2439-R), 74.2 FT.
 AL0026'EAST OF THE CENTERLINE OF ASPHALT RD. (NO NAME), 30.0 FT. N.E. OF
 AL0026'TELEPHONE POLE (NO NUMBER).  SET IN THE TOP OF A CONCRETE POST THAT IS
 AL0026'4 INCHES BELOW THE GROUND.  SECTION 21, T28S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0027 ***********************************************************************
 AL0027  DESIGNATION -  15 73 A 15
 AL0027  PID         -  AL0027
 AL0027  STATE/COUNTY-  FL/PINELLAS
 AL0027  COUNTRY     -  US
 AL0027  USGS QUAD   -  OLDSMAR (2018)
 AL0027
 AL0027                         *CURRENT SURVEY CONTROL
 AL0027  ______________________________________________________________________
 AL0027* NAD 83(1986) POSITION- 28 01 37.     (N) 082 41 59.     (W)   SCALED
 AL0027* NAVD 88 ORTHO HEIGHT -    15.058 (meters)       49.40  (feet) ADJUSTED
 AL0027  ______________________________________________________________________
 AL0027  GEOID HEIGHT    -        -24.900 (meters)                     GEOID18
 AL0027  DYNAMIC HEIGHT  -         15.036 (meters)       49.33  (feet) COMP
 AL0027  MODELED GRAVITY -    979,186.7   (mgal)                       NAVD 88
 AL0027
 AL0027  VERT ORDER      -  SECOND    CLASS II
 AL0027
 AL0027.The horizontal coordinates were scaled from a map and have
 AL0027.an estimated accuracy of +/- 6 seconds.
 AL0027
 AL0027.The orthometric height was determined by differential leveling and
 AL0027.adjusted by the NATIONAL GEODETIC SURVEY
 AL0027.in June 1991.
 AL0027
 AL0027.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0027.GEOID18 height accuracy estimate available here.
 AL0027
 AL0027.Click photographs - Photos may exist for this station.
 AL0027
 AL0027.The dynamic height is computed by dividing the NAVD 88
 AL0027.geopotential number by the normal gravity value computed on the
 AL0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0027.degrees latitude (g = 980.6199 gals.).
 AL0027
 AL0027.The modeled gravity was interpolated from observed gravity values.
 AL0027
 AL0027;                    North         East    Units  Estimated Accuracy
 AL0027;SPC FL W     -   409,390.      131,190.      MT  (+/- 180 meters Scaled)
 AL0027
 AL0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM329013(NAD 83)
 AL0027
 AL0027                          SUPERSEDED SURVEY CONTROL
 AL0027
 AL0027  NGVD 29 (??/??/92)   15.318  (m)           50.26   (f) ADJ UNCH    2 2
 AL0027
 AL0027.Superseded values are not recommended for survey control.
 AL0027
 AL0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0027.See file dsdata.pdf to determine how the superseded data were derived.
 AL0027
 AL0027_MARKER: DD = SURVEY DISK
 AL0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0027_STAMPING: 15-73-A15
 AL0027_MARK LOGO: FLDT
 AL0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0027+STABILITY: SURFACE MOTION
 AL0027
 AL0027  HISTORY     - Date     Condition        Report By
 AL0027  HISTORY     - 1976     MONUMENTED       FLDT
 AL0027  HISTORY     - 1976     GOOD             NGS
 AL0027
 AL0027                          STATION DESCRIPTION
 AL0027
 AL0027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0027'IN CLEARWATER.
 AL0027'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-580.
 AL0027'RUN EASTERLY ON SR-580 FOR 2.60 MILE.  STATION ON RIGHT, 33.6 FT.
 AL0027'SOUTH OF THE CENTERLINE OF SR-580, 36.2 FT. EAST OF THE CENTERLINE OF
 AL0027'ASPHALT DRIVE TO ENTRANCE TO NORTH BAYHILLS, 106.7 FT. S.E. OF POWER
 AL0027'POLE (NUMBER 2-24397), 67.5 FT. EAST OF POWER POLE (NUMBER 2-24398),
 AL0027'0.5 FT. SOUTH OF A 6 FT. CHAIN LINK FENCE.  SET IN THE TOP OF A
 AL0027'CONCRETE POST THAT IS 3 INCHES BELOW THE GROUND. SECTION 28, T28S,
 AL0027'R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0028 ***********************************************************************
 AL0028  DESIGNATION -  15 73 A 18
 AL0028  PID         -  AL0028
 AL0028  STATE/COUNTY-  FL/PINELLAS
 AL0028  COUNTRY     -  US
 AL0028  USGS QUAD   -  OLDSMAR (2018)
 AL0028
 AL0028                         *CURRENT SURVEY CONTROL
 AL0028  ______________________________________________________________________
 AL0028* NAD 83(1986) POSITION- 28 02 01.     (N) 082 41 11.     (W)   SCALED
 AL0028* NAVD 88 ORTHO HEIGHT -     2.298 (meters)        7.54  (feet) ADJUSTED
 AL0028  ______________________________________________________________________
 AL0028  GEOID HEIGHT    -        -24.930 (meters)                     GEOID18
 AL0028  DYNAMIC HEIGHT  -          2.295 (meters)        7.53  (feet) COMP
 AL0028  MODELED GRAVITY -    979,187.6   (mgal)                       NAVD 88
 AL0028
 AL0028  VERT ORDER      -  SECOND    CLASS II
 AL0028
 AL0028.The horizontal coordinates were scaled from a map and have
 AL0028.an estimated accuracy of +/- 6 seconds.
 AL0028
 AL0028.The orthometric height was determined by differential leveling and
 AL0028.adjusted by the NATIONAL GEODETIC SURVEY
 AL0028.in June 1991.
 AL0028
 AL0028.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0028.GEOID18 height accuracy estimate available here.
 AL0028
 AL0028.Click photographs - Photos may exist for this station.
 AL0028
 AL0028.The dynamic height is computed by dividing the NAVD 88
 AL0028.geopotential number by the normal gravity value computed on the
 AL0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0028.degrees latitude (g = 980.6199 gals.).
 AL0028
 AL0028.The modeled gravity was interpolated from observed gravity values.
 AL0028
 AL0028;                    North         East    Units  Estimated Accuracy
 AL0028;SPC FL W     -   410,120.      132,510.      MT  (+/- 180 meters Scaled)
 AL0028
 AL0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM342020(NAD 83)
 AL0028
 AL0028                          SUPERSEDED SURVEY CONTROL
 AL0028
 AL0028  NGVD 29 (??/??/92)    2.557  (m)            8.39   (f) ADJ UNCH    2 2
 AL0028
 AL0028.Superseded values are not recommended for survey control.
 AL0028
 AL0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0028.See file dsdata.pdf to determine how the superseded data were derived.
 AL0028
 AL0028_MARKER: DD = SURVEY DISK
 AL0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0028_STAMPING: 15-73 A18
 AL0028_MARK LOGO: FLDT
 AL0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0028+STABILITY: SURFACE MOTION
 AL0028
 AL0028  HISTORY     - Date     Condition        Report By
 AL0028  HISTORY     - 1975     MONUMENTED       FLDT
 AL0028
 AL0028                          STATION DESCRIPTION
 AL0028
 AL0028'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0028'AT OLDSMAR.
 AL0028'TO REACH STATION FROM THE JUNCTION OF S.R. 584 AND S.R. 580
 AL0028'(ST. PETERSBURG DR.), RUN WESTERLY ON S.R. 580 FOR 1.95 MILE.
 AL0028'STATION ON LEFT, 29.0 FT. SE OF THE CENTERLINE OF S.R. 580,
 AL0028'199.0 FT. SW OF THE CENTERLINE OF DUANE AVE., 9.5 FT. NORTH
 AL0028'OF A POWER POLE, NO NUMBER, 2.5 FT. SW OF A TELEPHONE POLE,
 AL0028'NUMBER 9, 34.5 FT. WEST OF A 15 INCH PINE TREE.  SET IN TOP
 AL0028'OF A CONCRETE POST THAT IS 0.3 FT. BELOW TOP OF GROUND.
 AL0028'SECTION 22, T28S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0029 ***********************************************************************
 AL0029  DESIGNATION -  15 73 A 19
 AL0029  PID         -  AL0029
 AL0029  STATE/COUNTY-  FL/PINELLAS
 AL0029  COUNTRY     -  US
 AL0029  USGS QUAD   -  OLDSMAR (2018)
 AL0029
 AL0029                         *CURRENT SURVEY CONTROL
 AL0029  ______________________________________________________________________
 AL0029* NAD 83(1986) POSITION- 28 02 13.     (N) 082 40 53.     (W)   SCALED
 AL0029* NAVD 88 ORTHO HEIGHT -     1.085 (meters)        3.56  (feet) ADJUSTED
 AL0029  ______________________________________________________________________
 AL0029  GEOID HEIGHT    -        -24.943 (meters)                     GEOID18
 AL0029  DYNAMIC HEIGHT  -          1.083 (meters)        3.55  (feet) COMP
 AL0029  MODELED GRAVITY -    979,188.0   (mgal)                       NAVD 88
 AL0029
 AL0029  VERT ORDER      -  SECOND    CLASS I
 AL0029
 AL0029.The horizontal coordinates were scaled from a map and have
 AL0029.an estimated accuracy of +/- 6 seconds.
 AL0029
 AL0029.The orthometric height was determined by differential leveling and
 AL0029.adjusted by the NATIONAL GEODETIC SURVEY
 AL0029.in June 1991.
 AL0029
 AL0029.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0029.GEOID18 height accuracy estimate available here.
 AL0029
 AL0029.Click photographs - Photos may exist for this station.
 AL0029
 AL0029.The dynamic height is computed by dividing the NAVD 88
 AL0029.geopotential number by the normal gravity value computed on the
 AL0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0029.degrees latitude (g = 980.6199 gals.).
 AL0029
 AL0029.The modeled gravity was interpolated from observed gravity values.
 AL0029
 AL0029;                    North         East    Units  Estimated Accuracy
 AL0029;SPC FL W     -   410,490.      133,000.      MT  (+/- 180 meters Scaled)
 AL0029
 AL0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM347024(NAD 83)
 AL0029
 AL0029                          SUPERSEDED SURVEY CONTROL
 AL0029
 AL0029  NGVD 29 (??/??/92)    1.341  (m)            4.40   (f) ADJ UNCH    2 1
 AL0029
 AL0029.Superseded values are not recommended for survey control.
 AL0029
 AL0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0029.See file dsdata.pdf to determine how the superseded data were derived.
 AL0029
 AL0029_MARKER: DD = SURVEY DISK
 AL0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0029_STAMPING: 15-73-A19
 AL0029_MARK LOGO: FLDT
 AL0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0029+STABILITY: SURFACE MOTION
 AL0029
 AL0029  HISTORY     - Date     Condition        Report By
 AL0029  HISTORY     - 1975     MONUMENTED       FLDT
 AL0029  HISTORY     - 1983     GOOD             FLDNR
 AL0029
 AL0029                          STATION DESCRIPTION
 AL0029
 AL0029'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0029'AT OLDSMAR.
 AL0029'TO REACH STATION FROM THE JUNCTION OF S.R. 584 AND S.R. 580
 AL0029'(ST. PETERSBURG DR.), RUN WESTERLY ON S.R. 580 FOR 1.7 MILE
 AL0029'TO C.R. 233.  STATION ON RIGHT, IN NE CORNER OF INTERSECTION,
 AL0029'72 FT. NORTH OF THE CENTERLINE OF S.R. 580, 32.0 FT. EAST
 AL0029'OF THE CENTERLINE OF C.R. 233, 72.0 FT. N/NW OF A 10 INCH PALM
 AL0029'TREE, 23.8 FT. EAST OF A POWER POLE (NO NUMBER).  SET IN
 AL0029'TOP OF A CONCRETE POST THAT IS 0.5 FT. BELOW GROUND LEVEL.
 AL0029'SECTION 22, T28S, R16E.
 AL0029
 AL0029                          STATION RECOVERY (1983)
 AL0029
 AL0029'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL0029'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS 27.8 FEET NORTH OF
 AL0029'POWER POLE 308-107.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0030 ***********************************************************************
 AL0030  DESIGNATION -  15 73 A 21
 AL0030  PID         -  AL0030
 AL0030  STATE/COUNTY-  FL/PINELLAS
 AL0030  COUNTRY     -  US
 AL0030  USGS QUAD   -  OLDSMAR (2018)
 AL0030
 AL0030                         *CURRENT SURVEY CONTROL
 AL0030  ______________________________________________________________________
 AL0030* NAD 83(1986) POSITION- 28 02 07.     (N) 082 40 23.     (W)   SCALED
 AL0030* NAVD 88 ORTHO HEIGHT -     1.703 (meters)        5.59  (feet) ADJUSTED
 AL0030  ______________________________________________________________________
 AL0030  GEOID HEIGHT    -        -24.949 (meters)                     GEOID18
 AL0030  DYNAMIC HEIGHT  -          1.700 (meters)        5.58  (feet) COMP
 AL0030  MODELED GRAVITY -    979,188.1   (mgal)                       NAVD 88
 AL0030
 AL0030  VERT ORDER      -  SECOND    CLASS II
 AL0030
 AL0030.The horizontal coordinates were scaled from a map and have
 AL0030.an estimated accuracy of +/- 6 seconds.
 AL0030
 AL0030.The orthometric height was determined by differential leveling and
 AL0030.adjusted by the NATIONAL GEODETIC SURVEY
 AL0030.in June 1991.
 AL0030
 AL0030.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0030.GEOID18 height accuracy estimate available here.
 AL0030
 AL0030.Click photographs - Photos may exist for this station.
 AL0030
 AL0030.The dynamic height is computed by dividing the NAVD 88
 AL0030.geopotential number by the normal gravity value computed on the
 AL0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0030.degrees latitude (g = 980.6199 gals.).
 AL0030
 AL0030.The modeled gravity was interpolated from observed gravity values.
 AL0030
 AL0030;                    North         East    Units  Estimated Accuracy
 AL0030;SPC FL W     -   410,300.      133,820.      MT  (+/- 180 meters Scaled)
 AL0030
 AL0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM355022(NAD 83)
 AL0030
 AL0030                          SUPERSEDED SURVEY CONTROL
 AL0030
 AL0030  NGVD 29 (??/??/92)    1.960  (m)            6.43   (f) ADJ UNCH    2 2
 AL0030
 AL0030.Superseded values are not recommended for survey control.
 AL0030
 AL0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0030.See file dsdata.pdf to determine how the superseded data were derived.
 AL0030
 AL0030_MARKER: DD = SURVEY DISK
 AL0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0030_STAMPING: 15-73-A21
 AL0030_MARK LOGO: FLDT
 AL0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0030+STABILITY: SURFACE MOTION
 AL0030
 AL0030  HISTORY     - Date     Condition        Report By
 AL0030  HISTORY     - 1975     MONUMENTED       FLDT
 AL0030
 AL0030                          STATION DESCRIPTION
 AL0030
 AL0030'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0030'AT OLDSMAR.
 AL0030'TO REACH STATION FROM THE JUNCTION OF S.R. 584 AND S.R. 580
 AL0030'(ST. PETERSBURG DR.), RUN WESTERLY ON S.R. 580 FOR 1.15 MI.
 AL0030'STATION ON LEFT, 32.0 FT. SOUTH OF THE CENTERLINE OF S.R. 580,
 AL0030'112.5 FT. EAST OF THE CENTERLINE OF PINE ST., 19.0 FT. NE OF A
 AL0030'22 INCH PINE TREE, 29.0 FT. WEST OF A 22 INCH PINE TREE, 26.0
 AL0030'SE OF A 22 INCH PINE TREE.  SET IN THE TOP OF A CONCRETE POST
 AL0030'THAT IS 0.5 FT. BELOW GROUND.  SECTION 23, T28S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0038 ***********************************************************************
 AG0038  DESIGNATION -  15 73 B 01
 AG0038  PID         -  AG0038
 AG0038  STATE/COUNTY-  FL/PINELLAS
 AG0038  COUNTRY     -  US
 AG0038  USGS QUAD   -  SEMINOLE (2018)
 AG0038
 AG0038                         *CURRENT SURVEY CONTROL
 AG0038  ______________________________________________________________________
 AG0038* NAD 83(1986) POSITION- 27 48 49.     (N) 082 45 59.     (W)   SCALED
 AG0038* NAVD 88 ORTHO HEIGHT -     1.252 (meters)        4.11  (feet) ADJUSTED
 AG0038  ______________________________________________________________________
 AG0038  GEOID HEIGHT    -        -24.408 (meters)                     GEOID18
 AG0038  DYNAMIC HEIGHT  -          1.250 (meters)        4.10  (feet) COMP
 AG0038  MODELED GRAVITY -    979,179.9   (mgal)                       NAVD 88
 AG0038
 AG0038  VERT ORDER      -  SECOND    CLASS I
 AG0038
 AG0038.The horizontal coordinates were scaled from a map and have
 AG0038.an estimated accuracy of +/- 6 seconds.
 AG0038
 AG0038.The orthometric height was determined by differential leveling and
 AG0038.adjusted by the NATIONAL GEODETIC SURVEY
 AG0038.in June 1991.
 AG0038
 AG0038.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0038.GEOID18 height accuracy estimate available here.
 AG0038
 AG0038.Click photographs - Photos may exist for this station.
 AG0038
 AG0038.The dynamic height is computed by dividing the NAVD 88
 AG0038.geopotential number by the normal gravity value computed on the
 AG0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0038.degrees latitude (g = 980.6199 gals.).
 AG0038
 AG0038.The modeled gravity was interpolated from observed gravity values.
 AG0038
 AG0038;                    North         East    Units  Estimated Accuracy
 AG0038;SPC FL W     -   385,790.      124,490.      MT  (+/- 180 meters Scaled)
 AG0038
 AG0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL260778(NAD 83)
 AG0038
 AG0038                          SUPERSEDED SURVEY CONTROL
 AG0038
 AG0038  NGVD 29 (??/??/92)    1.520  (m)            4.99   (f) ADJ UNCH    2 1
 AG0038
 AG0038.Superseded values are not recommended for survey control.
 AG0038
 AG0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0038.See file dsdata.pdf to determine how the superseded data were derived.
 AG0038
 AG0038_MARKER: DD = SURVEY DISK
 AG0038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0038_STAMPING: 15-73-B 01
 AG0038_MARK LOGO: FLDT
 AG0038_PROJECTION: RECESSED 10 CENTIMETERS
 AG0038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0038+STABILITY: SURFACE MOTION
 AG0038
 AG0038  HISTORY     - Date     Condition        Report By
 AG0038  HISTORY     - UNK      MONUMENTED       FLDT
 AG0038  HISTORY     - 1976     GOOD             FLDT
 AG0038  HISTORY     - 1977     GOOD             FL-103
 AG0038  HISTORY     - 1982     GOOD             FLDNR
 AG0038  HISTORY     - 1990     GOOD             USPSQD
 AG0038
 AG0038                          STATION DESCRIPTION
 AG0038
 AG0038'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0038'1 MI NW FROM ST PETERSBURG.
 AG0038'TO REACH THE STATION FROM THE INTERSECTION OF PARK STREET (S.R.
 AG0038'695/C.R. 34) AND U.S. ALT. 19 (S.R. 595/TYRONE BLVD.) RUN WESTERLY
 AG0038'ON U.S. ALT. 19 FOR 0.9 MILE.  STATION ON RIGHT, 111.0 FT. N/NE
 AG0038'OF THE CENTERLINE OF U.S. ALT. 19, 104.0 FT. NW OF LIGHT POLE,
 AG0038'NUMBER 1-81427, 94.0 FT. E/SE OF POWER POLE, NUMBER 1-85942, 93.0
 AG0038'FT. E/SE OF THE SW CORNER OF 4 FT. CHAIN LINK FENCE, 66.5 FT.
 AG0038'N/NE OF THE BACK OF CURB, 7.2 FT. SOUTH OF 4 FT. CHAIN LINK FENCE.
 AG0038'SET IN TOP OF A CONCRETE POST THAT IS 4 INCHES BELOW THE GROUND.
 AG0038'SECTION 2, T 31S, R 15E.
 AG0038
 AG0038                          STATION RECOVERY (1977)
 AG0038
 AG0038'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0038'RECOVERED IN GOOD CONDITION.
 AG0038
 AG0038                          STATION RECOVERY (1982)
 AG0038
 AG0038'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0038'RECOVERED IN GOOD CONDITION.
 AG0038
 AG0038                          STATION RECOVERY (1990)
 AG0038
 AG0038'RECOVERY NOTE BY US POWER SQUADRON 1990 (AVD)
 AG0038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0039 ***********************************************************************
 AG0039  DESIGNATION -  15 73 B 02
 AG0039  PID         -  AG0039
 AG0039  STATE/COUNTY-  FL/PINELLAS
 AG0039  COUNTRY     -  US
 AG0039  USGS QUAD   -  SEMINOLE (2018)
 AG0039
 AG0039                         *CURRENT SURVEY CONTROL
 AG0039  ______________________________________________________________________
 AG0039* NAD 83(1986) POSITION- 27 48 43.     (N) 082 45 29.     (W)   SCALED
 AG0039* NAVD 88 ORTHO HEIGHT -     1.955 (meters)        6.41  (feet) ADJUSTED
 AG0039  ______________________________________________________________________
 AG0039  GEOID HEIGHT    -        -24.416 (meters)                     GEOID18
 AG0039  DYNAMIC HEIGHT  -          1.952 (meters)        6.40  (feet) COMP
 AG0039  MODELED GRAVITY -    979,179.6   (mgal)                       NAVD 88
 AG0039
 AG0039  VERT ORDER      -  SECOND    CLASS II
 AG0039
 AG0039.The horizontal coordinates were scaled from a map and have
 AG0039.an estimated accuracy of +/- 6 seconds.
 AG0039
 AG0039.The orthometric height was determined by differential leveling and
 AG0039.adjusted by the NATIONAL GEODETIC SURVEY
 AG0039.in June 1991.
 AG0039
 AG0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0039.GEOID18 height accuracy estimate available here.
 AG0039
 AG0039.Click photographs - Photos may exist for this station.
 AG0039
 AG0039.The dynamic height is computed by dividing the NAVD 88
 AG0039.geopotential number by the normal gravity value computed on the
 AG0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0039.degrees latitude (g = 980.6199 gals.).
 AG0039
 AG0039.The modeled gravity was interpolated from observed gravity values.
 AG0039
 AG0039;                    North         East    Units  Estimated Accuracy
 AG0039;SPC FL W     -   385,600.      125,310.      MT  (+/- 180 meters Scaled)
 AG0039
 AG0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL268776(NAD 83)
 AG0039
 AG0039                          SUPERSEDED SURVEY CONTROL
 AG0039
 AG0039  NGVD 29 (??/??/92)    2.223  (m)            7.29   (f) ADJ UNCH    2 2
 AG0039
 AG0039.Superseded values are not recommended for survey control.
 AG0039
 AG0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0039.See file dsdata.pdf to determine how the superseded data were derived.
 AG0039
 AG0039_MARKER: DD = SURVEY DISK
 AG0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0039_STAMPING: 15-73-B02
 AG0039_MARK LOGO: FLDT
 AG0039_PROJECTION: RECESSED 10 CENTIMETERS
 AG0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0039+STABILITY: SURFACE MOTION
 AG0039
 AG0039  HISTORY     - Date     Condition        Report By
 AG0039  HISTORY     - UNK      MONUMENTED       FLDT
 AG0039  HISTORY     - 1976     GOOD             FLDT
 AG0039  HISTORY     - 1977     GOOD             FL-103
 AG0039
 AG0039                          STATION DESCRIPTION
 AG0039
 AG0039'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0039'0.8 MI NW FROM ST PETERSBURG.
 AG0039'TO REACH THE STATION FROM THE INTERSECTION OF PARK STREET (S.R.
 AG0039'695/C.R. 34) AND U.S. ALT. 19 (S.R. 595/TYRONE BLVD.), RUN WESTERLY
 AG0039'ON U.S. ALT. 19 FOR 0.35 MILE.  STATION ON RIGHT, 106.0 FT. N/NE
 AG0039'OF THE CENTERLINE OF U.S. ALT. 19, 47.4 FT. SOUTH OF THE CENTERLINE
 AG0039'OF RAIL ROAD TRACK, 221.0 FT. SE OF THE SE CORNER MILNE-O BERRY
 AG0039'PACKING CO., 71.0 FT. N/NE OF THE BACK OF CURB, 15.5 FT. SE OF
 AG0039'POWER POLE, NUMBER 1A-1558-R.  SET IN TOP OF A CONCRETE POST THAT
 AG0039'IS 4 INCHES BELOW THE GROUND.  SECTION 1, T 31S, R 15E.
 AG0039
 AG0039                          STATION RECOVERY (1977)
 AG0039
 AG0039'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0035 ***********************************************************************
 AL0035  DESIGNATION -  15 74 A 01
 AL0035  PID         -  AL0035
 AL0035  STATE/COUNTY-  FL/PINELLAS
 AL0035  COUNTRY     -  US
 AL0035  USGS QUAD   -  OLDSMAR (2018)
 AL0035
 AL0035                         *CURRENT SURVEY CONTROL
 AL0035  ______________________________________________________________________
 AL0035* NAD 83(1986) POSITION- 28 03 25.     (N) 082 44 17.     (W)   SCALED
 AL0035* NAVD 88 ORTHO HEIGHT -    16.168 (meters)       53.04  (feet) ADJUSTED
 AL0035  ______________________________________________________________________
 AL0035  GEOID HEIGHT    -        -24.912 (meters)                     GEOID18
 AL0035  DYNAMIC HEIGHT  -         16.144 (meters)       52.97  (feet) COMP
 AL0035  MODELED GRAVITY -    979,188.5   (mgal)                       NAVD 88
 AL0035
 AL0035  VERT ORDER      -  SECOND    CLASS II
 AL0035
 AL0035.The horizontal coordinates were scaled from a map and have
 AL0035.an estimated accuracy of +/- 6 seconds.
 AL0035
 AL0035.The orthometric height was determined by differential leveling and
 AL0035.adjusted by the NATIONAL GEODETIC SURVEY
 AL0035.in June 1991.
 AL0035
 AL0035.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0035.GEOID18 height accuracy estimate available here.
 AL0035
 AL0035.Click photographs - Photos may exist for this station.
 AL0035
 AL0035.The dynamic height is computed by dividing the NAVD 88
 AL0035.geopotential number by the normal gravity value computed on the
 AL0035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0035.degrees latitude (g = 980.6199 gals.).
 AL0035
 AL0035.The modeled gravity was interpolated from observed gravity values.
 AL0035
 AL0035;                    North         East    Units  Estimated Accuracy
 AL0035;SPC FL W     -   412,740.      127,450.      MT  (+/- 180 meters Scaled)
 AL0035
 AL0035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291047(NAD 83)
 AL0035
 AL0035                          SUPERSEDED SURVEY CONTROL
 AL0035
 AL0035  NGVD 29 (??/??/92)   16.427  (m)           53.89   (f) ADJ UNCH    2 2
 AL0035
 AL0035.Superseded values are not recommended for survey control.
 AL0035
 AL0035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0035.See file dsdata.pdf to determine how the superseded data were derived.
 AL0035
 AL0035_MARKER: DD = SURVEY DISK
 AL0035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0035_STAMPING: 15-74-A01
 AL0035_MARK LOGO: FLDT
 AL0035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0035+STABILITY: SURFACE MOTION
 AL0035
 AL0035  HISTORY     - Date     Condition        Report By
 AL0035  HISTORY     - 1976     MONUMENTED       FLDT
 AL0035  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0035
 AL0035                          STATION DESCRIPTION
 AL0035
 AL0035'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0035'4.9 MI S FROM TARPON SPRINGS.
 AL0035'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0035'584, RUN SOUTHERLY ON U.S. 19 FOR 0.75 MILE.  STATION ON RIGHT,
 AL0035'96.0 FT. WEST OF THE CENTERLINE OF U.S. 19, 361.0 FT. NORTH
 AL0035'OF THE CENTERLINE OF C.R. 39, 27.5 FT. SE OF A 12 INCH ORANGE
 AL0035'TREE, 52.0 FT. N/NE OF AN 8 INCH ORANGE TREE, 12.0 FT. EAST OF
 AL0035'A 12 INCH ORANGE TREE.  SET IN TOP OF A CONCRETE POST THAT IS
 AL0035'4 INCHES BELOW THE GROUND.  SECTION 7, T28S, R16E.
 AL0035
 AL0035                          STATION RECOVERY (1990)
 AL0035
 AL0035'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0035'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0036 ***********************************************************************
 AL0036  DESIGNATION -  15 74 A 02
 AL0036  PID         -  AL0036
 AL0036  STATE/COUNTY-  FL/PINELLAS
 AL0036  COUNTRY     -  US
 AL0036  USGS QUAD   -  OLDSMAR (2018)
 AL0036
 AL0036                         *CURRENT SURVEY CONTROL
 AL0036  ______________________________________________________________________
 AL0036* NAD 83(1986) POSITION- 28 04 01.     (N) 082 44 23.     (W)   SCALED
 AL0036* NAVD 88 ORTHO HEIGHT -    20.515 (meters)       67.31  (feet) ADJUSTED
 AL0036  ______________________________________________________________________
 AL0036  GEOID HEIGHT    -        -24.932 (meters)                     GEOID18
 AL0036  DYNAMIC HEIGHT  -         20.485 (meters)       67.21  (feet) COMP
 AL0036  MODELED GRAVITY -    979,189.3   (mgal)                       NAVD 88
 AL0036
 AL0036  VERT ORDER      -  SECOND    CLASS II
 AL0036
 AL0036.The horizontal coordinates were scaled from a map and have
 AL0036.an estimated accuracy of +/- 6 seconds.
 AL0036
 AL0036.The orthometric height was determined by differential leveling and
 AL0036.adjusted by the NATIONAL GEODETIC SURVEY
 AL0036.in June 1991.
 AL0036
 AL0036.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0036.GEOID18 height accuracy estimate available here.
 AL0036
 AL0036.Click photographs - Photos may exist for this station.
 AL0036
 AL0036.The dynamic height is computed by dividing the NAVD 88
 AL0036.geopotential number by the normal gravity value computed on the
 AL0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0036.degrees latitude (g = 980.6199 gals.).
 AL0036
 AL0036.The modeled gravity was interpolated from observed gravity values.
 AL0036
 AL0036;                    North         East    Units  Estimated Accuracy
 AL0036;SPC FL W     -   413,850.      127,290.      MT  (+/- 180 meters Scaled)
 AL0036
 AL0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290058(NAD 83)
 AL0036
 AL0036                          SUPERSEDED SURVEY CONTROL
 AL0036
 AL0036  NGVD 29 (??/??/92)   20.774  (m)           68.16   (f) ADJ UNCH    2 2
 AL0036
 AL0036.Superseded values are not recommended for survey control.
 AL0036
 AL0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0036.See file dsdata.pdf to determine how the superseded data were derived.
 AL0036
 AL0036_MARKER: DD = SURVEY DISK
 AL0036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0036_STAMPING: 15-74-A02
 AL0036_MARK LOGO: FLDT
 AL0036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0036+STABILITY: SURFACE MOTION
 AL0036
 AL0036  HISTORY     - Date     Condition        Report By
 AL0036  HISTORY     - 1976     MONUMENTED       FLDT
 AL0036  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0036
 AL0036                          STATION DESCRIPTION
 AL0036
 AL0036'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0036'4.2 MI S FROM TARPON SPRINGS.
 AL0036'STATION IS LOCATED AT THE INTERSECTION OF U.S. 19 AND S.R. 584.
 AL0036'STATION IN THE SE CORNER, 71.0 FT. EAST OF THE CENTERLINE OF
 AL0036'U.S. 19, 43.0 FT. SOUTH OF THE CENTERLINE OF S.R. 584, 24.0 FT.
 AL0036'WEST OF POWER POLE, NUMBER 12A-6072-R, 6.5 FT. SE OF THE EDGE
 AL0036'OF PAVEMENT.  SET IN TOP OF CONCRETE POST THAT IS 4 INCHES
 AL0036'BELOW THE GROUND.  SECTION 7, T28S, R16E.
 AL0036
 AL0036                          STATION RECOVERY (1990)
 AL0036
 AL0036'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0036'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0037 ***********************************************************************
 AL0037  DESIGNATION -  15 74 A 03
 AL0037  PID         -  AL0037
 AL0037  STATE/COUNTY-  FL/PINELLAS
 AL0037  COUNTRY     -  US
 AL0037  USGS QUAD   -  OLDSMAR (2018)
 AL0037
 AL0037                         *CURRENT SURVEY CONTROL
 AL0037  ______________________________________________________________________
 AL0037* NAD 83(1986) POSITION- 28 04 55.     (N) 082 44 23.     (W)   SCALED
 AL0037* NAVD 88 ORTHO HEIGHT -    23.657 (meters)       77.61  (feet) ADJUSTED
 AL0037  ______________________________________________________________________
 AL0037  GEOID HEIGHT    -        -24.966 (meters)                     GEOID18
 AL0037  DYNAMIC HEIGHT  -         23.623 (meters)       77.50  (feet) COMP
 AL0037  MODELED GRAVITY -    979,190.5   (mgal)                       NAVD 88
 AL0037
 AL0037  VERT ORDER      -  SECOND    CLASS II
 AL0037
 AL0037.The horizontal coordinates were scaled from a map and have
 AL0037.an estimated accuracy of +/- 6 seconds.
 AL0037
 AL0037.The orthometric height was determined by differential leveling and
 AL0037.adjusted by the NATIONAL GEODETIC SURVEY
 AL0037.in June 1991.
 AL0037
 AL0037.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0037.GEOID18 height accuracy estimate available here.
 AL0037
 AL0037.Click photographs - Photos may exist for this station.
 AL0037
 AL0037.The dynamic height is computed by dividing the NAVD 88
 AL0037.geopotential number by the normal gravity value computed on the
 AL0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0037.degrees latitude (g = 980.6199 gals.).
 AL0037
 AL0037.The modeled gravity was interpolated from observed gravity values.
 AL0037
 AL0037;                    North         East    Units  Estimated Accuracy
 AL0037;SPC FL W     -   415,510.      127,300.      MT  (+/- 180 meters Scaled)
 AL0037
 AL0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290075(NAD 83)
 AL0037
 AL0037                          SUPERSEDED SURVEY CONTROL
 AL0037
 AL0037  NGVD 29 (??/??/92)   23.916  (m)           78.46   (f) ADJ UNCH    2 2
 AL0037
 AL0037.Superseded values are not recommended for survey control.
 AL0037
 AL0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0037.See file dsdata.pdf to determine how the superseded data were derived.
 AL0037
 AL0037_MARKER: DD = SURVEY DISK
 AL0037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0037_STAMPING: 15-74-A03
 AL0037_MARK LOGO: FLDT
 AL0037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0037+STABILITY: SURFACE MOTION
 AL0037
 AL0037  HISTORY     - Date     Condition        Report By
 AL0037  HISTORY     - 1976     MONUMENTED       FLDT
 AL0037
 AL0037                          STATION DESCRIPTION
 AL0037
 AL0037'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0037'3.3 MI S FROM TARPON SPRINGS.
 AL0037'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0037'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 4.65 MILE.
 AL0037'STATION ON LEFT, AT THE CENTERLINE OF U.S. 19, 84.0 FT. NORTH
 AL0037'OF THE EXTENDED CENTERLINE OF THE ENTRANCE TO HIGHLAND LAKES
 AL0037'ESTATES, 23.5 FT. NORTH OF THE BACK OF CURB, 8.0 FT. EAST OF
 AL0037'THE BACK OF CURB.  SET IN TOP OF CONCRETE POST THAT IS 4 INCHES
 AL0037'BELOW THE GROUND.  SECTION 6, T28S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0039 ***********************************************************************
 AL0039  DESIGNATION -  15 74 A 04
 AL0039  PID         -  AL0039
 AL0039  STATE/COUNTY-  FL/PINELLAS
 AL0039  COUNTRY     -  US
 AL0039  USGS QUAD   -  OLDSMAR (2018)
 AL0039
 AL0039                         *CURRENT SURVEY CONTROL
 AL0039  ______________________________________________________________________
 AL0039* NAD 83(1986) POSITION- 28 05 37.     (N) 082 44 23.     (W)   SCALED
 AL0039* NAVD 88 ORTHO HEIGHT -    18.022 (meters)       59.13  (feet) ADJUSTED
 AL0039  ______________________________________________________________________
 AL0039  GEOID HEIGHT    -        -24.995 (meters)                     GEOID18
 AL0039  DYNAMIC HEIGHT  -         17.996 (meters)       59.04  (feet) COMP
 AL0039  MODELED GRAVITY -    979,191.4   (mgal)                       NAVD 88
 AL0039
 AL0039  VERT ORDER      -  SECOND    CLASS II
 AL0039
 AL0039.The horizontal coordinates were scaled from a map and have
 AL0039.an estimated accuracy of +/- 6 seconds.
 AL0039
 AL0039.The orthometric height was determined by differential leveling and
 AL0039.adjusted by the NATIONAL GEODETIC SURVEY
 AL0039.in June 1991.
 AL0039
 AL0039.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0039.GEOID18 height accuracy estimate available here.
 AL0039
 AL0039.Click photographs - Photos may exist for this station.
 AL0039
 AL0039.The dynamic height is computed by dividing the NAVD 88
 AL0039.geopotential number by the normal gravity value computed on the
 AL0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0039.degrees latitude (g = 980.6199 gals.).
 AL0039
 AL0039.The modeled gravity was interpolated from observed gravity values.
 AL0039
 AL0039;                    North         East    Units  Estimated Accuracy
 AL0039;SPC FL W     -   416,800.      127,310.      MT  (+/- 180 meters Scaled)
 AL0039
 AL0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290087(NAD 83)
 AL0039
 AL0039                          SUPERSEDED SURVEY CONTROL
 AL0039
 AL0039  NGVD 29 (??/??/92)   18.282  (m)           59.98   (f) ADJ UNCH    2 2
 AL0039
 AL0039.Superseded values are not recommended for survey control.
 AL0039
 AL0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0039.See file dsdata.pdf to determine how the superseded data were derived.
 AL0039
 AL0039_MARKER: DD = SURVEY DISK
 AL0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0039_STAMPING: 15-74-A04
 AL0039_MARK LOGO: FLDT
 AL0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0039+STABILITY: SURFACE MOTION
 AL0039
 AL0039  HISTORY     - Date     Condition        Report By
 AL0039  HISTORY     - 1976     MONUMENTED       FLDT
 AL0039
 AL0039                          STATION DESCRIPTION
 AL0039
 AL0039'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0039'2.5 MI S FROM TARPON SPRINGS.
 AL0039'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0039'KEYSTONE RD. (S.R. 582) RUN SOUTHERLY ON U.S. 19 FOR 3.85 MILE.
 AL0039'STATION ON LEFT, AT THE CENTERLINE OF U.S. 19, 71.5 FT. SOUTH
 AL0039'OF CENTERLINE OF ALDERMAN RD., 18.7 FT. SOUTH OF THE BACK OF
 AL0039'CURB.  SET IN TOP OF A CONCRETE POST THAT IS 4 INCHES BELOW
 AL0039'THE GROUND.  SECTION 31, T27S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0041 ***********************************************************************
 AL0041  DESIGNATION -  15 74 A 08
 AL0041  PID         -  AL0041
 AL0041  STATE/COUNTY-  FL/PINELLAS
 AL0041  COUNTRY     -  US
 AL0041  USGS QUAD   -  ELFERS (2018)
 AL0041
 AL0041                         *CURRENT SURVEY CONTROL
 AL0041  ______________________________________________________________________
 AL0041* NAD 83(1986) POSITION- 28 08 43.     (N) 082 44 23.     (W)   SCALED
 AL0041* NAVD 88 ORTHO HEIGHT -     2.487 (meters)        8.16  (feet) ADJUSTED
 AL0041  ______________________________________________________________________
 AL0041  GEOID HEIGHT    -        -25.119 (meters)                     GEOID18
 AL0041  DYNAMIC HEIGHT  -          2.484 (meters)        8.15  (feet) COMP
 AL0041  MODELED GRAVITY -    979,195.0   (mgal)                       NAVD 88
 AL0041
 AL0041  VERT ORDER      -  SECOND    CLASS II
 AL0041
 AL0041.The horizontal coordinates were scaled from a map and have
 AL0041.an estimated accuracy of +/- 6 seconds.
 AL0041
 AL0041.The orthometric height was determined by differential leveling and
 AL0041.adjusted by the NATIONAL GEODETIC SURVEY
 AL0041.in June 1991.
 AL0041
 AL0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0041.GEOID18 height accuracy estimate available here.
 AL0041
 AL0041.Click photographs - Photos may exist for this station.
 AL0041
 AL0041.The dynamic height is computed by dividing the NAVD 88
 AL0041.geopotential number by the normal gravity value computed on the
 AL0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0041.degrees latitude (g = 980.6199 gals.).
 AL0041
 AL0041.The modeled gravity was interpolated from observed gravity values.
 AL0041
 AL0041;                    North         East    Units  Estimated Accuracy
 AL0041;SPC FL W     -   422,530.      127,340.      MT  (+/- 180 meters Scaled)
 AL0041
 AL0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291145(NAD 83)
 AL0041
 AL0041                          SUPERSEDED SURVEY CONTROL
 AL0041
 AL0041  NGVD 29 (??/??/92)    2.746  (m)            9.01   (f) ADJ UNCH    2 2
 AL0041
 AL0041.Superseded values are not recommended for survey control.
 AL0041
 AL0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0041.See file dsdata.pdf to determine how the superseded data were derived.
 AL0041
 AL0041_MARKER: DD = SURVEY DISK
 AL0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0041_STAMPING: 15-74-A08
 AL0041_MARK LOGO: FLDT
 AL0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0041+STABILITY: SURFACE MOTION
 AL0041
 AL0041  HISTORY     - Date     Condition        Report By
 AL0041  HISTORY     - UNK      MONUMENTED       FLDT
 AL0041  HISTORY     - 1976     GOOD             NGS
 AL0041
 AL0041                          STATION DESCRIPTION
 AL0041
 AL0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0041'IN TARPON SPRINGS.
 AL0041'THE STATION IS AT THE INTERSECTION OF U.S. HWY. 19 AND KEYSTONE RD.
 AL0041'(SR-582).  IN THE S.E. CORNER, 45.0 FT. EAST OF THE CENTERLINE OF U.S.
 AL0041'HWY. 19, 112.0 FT. SOUTH OF THE CENTERLINE OF KEYSTONE RD., 4.0 FT.
 AL0041'N.W. OF LIGHT POLE (NO NUMBER), 1.7 FT. EAST OF THE BACK OF CURB. SET
 AL0041'IN THE TOP OF A CONCRETE POST THAT IS 3 INCHES BELOW THE GROUND.
 AL0041'SECTION 7, T 27, R 16.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0040 ***********************************************************************
 AL0040  DESIGNATION -  15 74 A 08 A
 AL0040  PID         -  AL0040
 AL0040  STATE/COUNTY-  FL/PINELLAS
 AL0040  COUNTRY     -  US
 AL0040  USGS QUAD   -  ELFERS (2018)
 AL0040
 AL0040                         *CURRENT SURVEY CONTROL
 AL0040  ______________________________________________________________________
 AL0040* NAD 83(1986) POSITION- 28 08 43.     (N) 082 44 41.     (W)   SCALED
 AL0040* NAVD 88 ORTHO HEIGHT -     5.005 (meters)       16.42  (feet) ADJUSTED
 AL0040  ______________________________________________________________________
 AL0040  GEOID HEIGHT    -        -25.113 (meters)                     GEOID18
 AL0040  DYNAMIC HEIGHT  -          4.998 (meters)       16.40  (feet) COMP
 AL0040  MODELED GRAVITY -    979,195.0   (mgal)                       NAVD 88
 AL0040
 AL0040  VERT ORDER      -  SECOND    CLASS II
 AL0040
 AL0040.The horizontal coordinates were scaled from a map and have
 AL0040.an estimated accuracy of +/- 6 seconds.
 AL0040
 AL0040.The orthometric height was determined by differential leveling and
 AL0040.adjusted by the NATIONAL GEODETIC SURVEY
 AL0040.in June 1991.
 AL0040
 AL0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0040.GEOID18 height accuracy estimate available here.
 AL0040
 AL0040.Click photographs - Photos may exist for this station.
 AL0040
 AL0040.The dynamic height is computed by dividing the NAVD 88
 AL0040.geopotential number by the normal gravity value computed on the
 AL0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0040.degrees latitude (g = 980.6199 gals.).
 AL0040
 AL0040.The modeled gravity was interpolated from observed gravity values.
 AL0040
 AL0040;                    North         East    Units  Estimated Accuracy
 AL0040;SPC FL W     -   422,530.      126,850.      MT  (+/- 180 meters Scaled)
 AL0040
 AL0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM286145(NAD 83)
 AL0040
 AL0040                          SUPERSEDED SURVEY CONTROL
 AL0040
 AL0040  NGVD 29 (??/??/92)    5.265  (m)           17.27   (f) ADJ UNCH    2 2
 AL0040
 AL0040.Superseded values are not recommended for survey control.
 AL0040
 AL0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0040.See file dsdata.pdf to determine how the superseded data were derived.
 AL0040
 AL0040_MARKER: DD = SURVEY DISK
 AL0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0040_STAMPING: 15-74-A08A
 AL0040_MARK LOGO: FLDT
 AL0040_PROJECTION: FLUSH
 AL0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0040+STABILITY: SURFACE MOTION
 AL0040
 AL0040  HISTORY     - Date     Condition        Report By
 AL0040  HISTORY     - 1976     MONUMENTED       FLDT
 AL0040  HISTORY     - 1976     GOOD             NGS
 AL0040  HISTORY     - 1976     GOOD             NGS
 AL0040  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0040
 AL0040                          STATION DESCRIPTION
 AL0040
 AL0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0040'IN TARPON SPRINGS.
 AL0040'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AL0040'(PINELLAS AVE.) AND TARPON AVE. (SR-582).  RUN EASTERLY ON TARPON AVE.
 AL0040'FOR 0.8 MILES TO HUEY AVE.  STATION ON LEFT, IN THE N.W. CORNER, 19.0
 AL0040'FT. NORTH OF THE CENTERLINE OF TARPON AVE., 51.0 FT. WEST OF THE
 AL0040'CENTERLINE OF HUEY AVE., 36.0 FT. S.S.W. OF 18 INCH PUNK TREE, 12.5
 AL0040'FT. S.W. OF A POWER POLE (NUMBER 12A-5011).  SET IN THE TOP OF A
 AL0040'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  SECTION 7, T 27, R 16.
 AL0040
 AL0040                          STATION RECOVERY (1976)
 AL0040
 AL0040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AL0040'IN TARPON SPRINGS.
 AL0040'
 AL0040'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HIGHWAY 19
 AL0040'(PINELLAS AVE.) AND TARPON AVE. (SR-582).  RUN EASTERLY ON TARPON AVE.
 AL0040'FOR 0.8 MILES TO HUEY AVE.  STATION ON THE LEFT, IN THE NORTHWEST
 AL0040'CORNER, 19.0 FT. NORTH OF THE CENTERLINE OF TARPON AVE., 51.0 FT. WEST
 AL0040'OF THE CENTERLINE OF HUEY AVE., 36.0 FT. S.S.W. OF AN 18 INCH PUNK
 AL0040'TREE, 12.5 FT. SOUTHWEST OF A POWER POLE (NUMBER 12A-5011).  SET IN
 AL0040'THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  SECTION 7,
 AL0040'T27S R16E.
 AL0040
 AL0040                          STATION RECOVERY (1990)
 AL0040
 AL0040'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0040'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0042 ***********************************************************************
 AL0042  DESIGNATION -  15 74 A 08 B
 AL0042  PID         -  AL0042
 AL0042  STATE/COUNTY-  FL/PINELLAS
 AL0042  COUNTRY     -  US
 AL0042  USGS QUAD   -  TARPON SPRINGS (2018)
 AL0042
 AL0042                         *CURRENT SURVEY CONTROL
 AL0042  ______________________________________________________________________
 AL0042* NAD 83(1986) POSITION- 28 08 46.4    (N) 082 45 03.8    (W)   HD_HELD2
 AL0042* NAVD 88 ORTHO HEIGHT -     7.144 (meters)       23.44  (feet) ADJUSTED
 AL0042  ______________________________________________________________________
 AL0042  GEOID HEIGHT    -        -25.108 (meters)                     GEOID18
 AL0042  DYNAMIC HEIGHT  -          7.134 (meters)       23.41  (feet) COMP
 AL0042  MODELED GRAVITY -    979,194.9   (mgal)                       NAVD 88
 AL0042
 AL0042  VERT ORDER      -  FIRST     CLASS II
 AL0042
 AL0042.The horizontal coordinates were established by autonomous hand held GPS
 AL0042.observations and have an estimated accuracy of +/- 10 meters.
 AL0042
 AL0042.The orthometric height was determined by differential leveling and
 AL0042.adjusted by the NATIONAL GEODETIC SURVEY
 AL0042.in September 2007.
 AL0042
 AL0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0042.GEOID18 height accuracy estimate available here.
 AL0042
 AL0042.Click photographs - Photos may exist for this station.
 AL0042
 AL0042.The dynamic height is computed by dividing the NAVD 88
 AL0042.geopotential number by the normal gravity value computed on the
 AL0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0042.degrees latitude (g = 980.6199 gals.).
 AL0042
 AL0042.The modeled gravity was interpolated from observed gravity values.
 AL0042
 AL0042;                    North         East    Units  Estimated Accuracy
 AL0042;SPC FL W     -   422,641.      126,228.      MT  (+/- 10 meters HH2 GPS)
 AL0042
 AL0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2804914640(NAD 83)
 AL0042
 AL0042                          SUPERSEDED SURVEY CONTROL
 AL0042
 AL0042  NAVD 88 (06/15/91)    7.151  (m)           23.46   (f) SUPERSEDED  2 2
 AL0042  NGVD 29 (??/??/92)    7.411  (m)           24.31   (f) ADJ UNCH    2 2
 AL0042
 AL0042.Superseded values are not recommended for survey control.
 AL0042
 AL0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0042.See file dsdata.pdf to determine how the superseded data were derived.
 AL0042
 AL0042_MARKER: DD = SURVEY DISK
 AL0042_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AL0042_STAMPING: 15 74 A08B
 AL0042_MARK LOGO: FLDT
 AL0042_PROJECTION: RECESSED 13 CENTIMETERS
 AL0042_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL0042+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2012
 AL0042
 AL0042  HISTORY     - Date     Condition        Report By
 AL0042  HISTORY     - 1976     MONUMENTED       FLDT
 AL0042  HISTORY     - 1976     GOOD             NGS
 AL0042  HISTORY     - 1991     GOOD             USPSQD
 AL0042  HISTORY     - 20050221 GOOD             USPSQD
 AL0042  HISTORY     - 20050306 GOOD             FLDEP
 AL0042  HISTORY     - 20120406 GOOD             FLDEP
 AL0042
 AL0042                          STATION DESCRIPTION
 AL0042
 AL0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0042'IN TARPON SPRINGS.
 AL0042'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AL0042'(PINELLAS AVE.) AND TARPON AVE. (SR-582).  RUN EASTERLY ON TARPON AVE.
 AL0042'FOR 0.4 MILE.  STATION ON RIGHT, 17.0 FT. SOUTH OF THE CENTERLINE OF
 AL0042'TARPON AVE., 60.6 FT. N.E. OF THE N.E. CORNER OF TWO-STORY FRAME HOUSE
 AL0042'(436 TARPON AVE.), 5.0 FT. E.N.E. OF A 12 INCH OAK TREE, 1.6 FT. SOUTH
 AL0042'OF THE BACK OF CURB.  SET IN TOP OF CONCRETE POST THAT IS 5 INCHES
 AL0042'BELOW THE GROUND.  SECTION 12, T27S, R15E.
 AL0042
 AL0042                          STATION RECOVERY (1991)
 AL0042
 AL0042'RECOVERY NOTE BY US POWER SQUADRON 1991 (LUG)
 AL0042'RECOVERED IN GOOD CONDITION.
 AL0042
 AL0042                          STATION RECOVERY (2005)
 AL0042
 AL0042'RECOVERY NOTE BY US POWER SQUADRON 2005 (WIN)
 AL0042'4 FT ENE OF 24 INCH OAK TREE
 AL0042
 AL0042                          STATION RECOVERY (2005)
 AL0042
 AL0042'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AL0042'RECOVERED IN GOOD CONDITION.
 AL0042'
 AL0042'NOTE THE MARK IS 36.7 FT EAST OF SURVEY DISK SLIP N AND THE MILEAGE
 AL0042'FROM THE INTERSECTION  OF U.S. HIGHWAY 19 AND STATE ROAD 582 IN TARPON
 AL0042'SPRINGS IS 0.65 MI WESTWARD.
 AL0042
 AL0042                          STATION RECOVERY (2012)
 AL0042
 AL0042'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (MAH)
 AL0042'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0040 ***********************************************************************
 AG0040  DESIGNATION -  15 74 B 01
 AG0040  PID         -  AG0040
 AG0040  STATE/COUNTY-  FL/PINELLAS
 AG0040  COUNTRY     -  US
 AG0040  USGS QUAD   -  CLEARWATER (2018)
 AG0040
 AG0040                         *CURRENT SURVEY CONTROL
 AG0040  ______________________________________________________________________
 AG0040* NAD 83(1986) POSITION- 27 59 43.     (N) 082 46 29.     (W)   SCALED
 AG0040* NAVD 88 ORTHO HEIGHT -    10.236 (meters)       33.58  (feet) ADJUSTED
 AG0040  ______________________________________________________________________
 AG0040  GEOID HEIGHT    -        -24.739 (meters)                     GEOID18
 AG0040  DYNAMIC HEIGHT  -         10.221 (meters)       33.53  (feet) COMP
 AG0040  MODELED GRAVITY -    979,189.4   (mgal)                       NAVD 88
 AG0040
 AG0040  VERT ORDER      -  SECOND    CLASS II
 AG0040
 AG0040.The horizontal coordinates were scaled from a map and have
 AG0040.an estimated accuracy of +/- 6 seconds.
 AG0040
 AG0040.The orthometric height was determined by differential leveling and
 AG0040.adjusted by the NATIONAL GEODETIC SURVEY
 AG0040.in June 1991.
 AG0040
 AG0040.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0040.GEOID18 height accuracy estimate available here.
 AG0040
 AG0040.Click photographs - Photos may exist for this station.
 AG0040
 AG0040.The dynamic height is computed by dividing the NAVD 88
 AG0040.geopotential number by the normal gravity value computed on the
 AG0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0040.degrees latitude (g = 980.6199 gals.).
 AG0040
 AG0040.The modeled gravity was interpolated from observed gravity values.
 AG0040
 AG0040;                    North         East    Units  Estimated Accuracy
 AG0040;SPC FL W     -   405,930.      123,800.      MT  (+/- 180 meters Scaled)
 AG0040
 AG0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL254979(NAD 83)
 AG0040
 AG0040                          SUPERSEDED SURVEY CONTROL
 AG0040
 AG0040  NGVD 29 (??/??/92)   10.498  (m)           34.44   (f) ADJ UNCH    2 2
 AG0040
 AG0040.Superseded values are not recommended for survey control.
 AG0040
 AG0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0040.See file dsdata.pdf to determine how the superseded data were derived.
 AG0040
 AG0040_MARKER: DD = SURVEY DISK
 AG0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0040_STAMPING: 15-74-BO 1
 AG0040_MARK LOGO: FLDT
 AG0040_PROJECTION: RECESSED 10 CENTIMETERS
 AG0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0040+STABILITY: SURFACE MOTION
 AG0040
 AG0040  HISTORY     - Date     Condition        Report By
 AG0040  HISTORY     - UNK      MONUMENTED       FLDT
 AG0040  HISTORY     - 1976     GOOD             NGS
 AG0040  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG0040  HISTORY     - 1984     GOOD             USPSQD
 AG0040
 AG0040                          STATION DESCRIPTION
 AG0040
 AG0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0040'IN CLEARWATER.
 AG0040'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0040'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0040'588 FOR 1.25 MILES TO THE INTERSECTION OF HIGHLAND AVE. (C.R.111).
 AG0040'TURN LEFT AND RUN NORTHERLY ON HIGHLAND AVE. FOR 0.35 MILES. STATION
 AG0040'ON RIGHT, 32.9 FT. EAST OF THE CENTERLINE OF HIGHLAND AVE., 132.8 FT.
 AG0040'EAST OF THE N.E. CORNER OF A SINGLE STORY CONCRETE BLOCK HOUSE (2030
 AG0040'HIGHLAND AVE.), 19.3 FT. EAST OF THE EDGE OF PAVEMENT, 9.8 FT. WEST OF
 AG0040'THE POWER AND LIGHT POLE (NUMBER 6A-12431), 0.5 FT. NORTH OF THE
 AG0040'EXTENDED CENTERLINE OF CONCRETE DRIVEWAY (2030 HIGHLAND AVE.). SET IN
 AG0040'THE TOP OF A CONCRETE POST THAT IS 4 IN. BELOW THE GROUND. SECTION 2,
 AG0040'T 29, R 16.
 AG0040
 AG0040                          STATION RECOVERY (1983)
 AG0040
 AG0040'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0040'MARK NOT FOUND.
 AG0040
 AG0040                          STATION RECOVERY (1984)
 AG0040
 AG0040'RECOVERY NOTE BY US POWER SQUADRON 1984
 AG0040'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0041 ***********************************************************************
 AG0041  DESIGNATION -  15 74 B 02
 AG0041  PID         -  AG0041
 AG0041  STATE/COUNTY-  FL/PINELLAS
 AG0041  COUNTRY     -  US
 AG0041  USGS QUAD   -  CLEARWATER (2018)
 AG0041
 AG0041                         *CURRENT SURVEY CONTROL
 AG0041  ______________________________________________________________________
 AG0041* NAD 83(1986) POSITION- 27 59 25.     (N) 082 46 29.     (W)   SCALED
 AG0041* NAVD 88 ORTHO HEIGHT -    10.071 (meters)       33.04  (feet) ADJUSTED
 AG0041  ______________________________________________________________________
 AG0041  GEOID HEIGHT    -        -24.729 (meters)                     GEOID18
 AG0041  DYNAMIC HEIGHT  -         10.057 (meters)       33.00  (feet) COMP
 AG0041  MODELED GRAVITY -    979,189.3   (mgal)                       NAVD 88
 AG0041
 AG0041  VERT ORDER      -  SECOND    CLASS II
 AG0041
 AG0041.The horizontal coordinates were scaled from a map and have
 AG0041.an estimated accuracy of +/- 6 seconds.
 AG0041
 AG0041.The orthometric height was determined by differential leveling and
 AG0041.adjusted by the NATIONAL GEODETIC SURVEY
 AG0041.in June 1991.
 AG0041
 AG0041.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0041.GEOID18 height accuracy estimate available here.
 AG0041
 AG0041.Click photographs - Photos may exist for this station.
 AG0041
 AG0041.The dynamic height is computed by dividing the NAVD 88
 AG0041.geopotential number by the normal gravity value computed on the
 AG0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0041.degrees latitude (g = 980.6199 gals.).
 AG0041
 AG0041.The modeled gravity was interpolated from observed gravity values.
 AG0041
 AG0041;                    North         East    Units  Estimated Accuracy
 AG0041;SPC FL W     -   405,370.      123,790.      MT  (+/- 180 meters Scaled)
 AG0041
 AG0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL254973(NAD 83)
 AG0041
 AG0041                          SUPERSEDED SURVEY CONTROL
 AG0041
 AG0041  NGVD 29 (??/??/92)   10.333  (m)           33.90   (f) ADJ UNCH    2 2
 AG0041
 AG0041.Superseded values are not recommended for survey control.
 AG0041
 AG0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0041.See file dsdata.pdf to determine how the superseded data were derived.
 AG0041
 AG0041_MARKER: DD = SURVEY DISK
 AG0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0041_STAMPING: 15-74-BO 2
 AG0041_MARK LOGO: FLDT
 AG0041_PROJECTION: RECESSED 8 CENTIMETERS
 AG0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0041+STABILITY: SURFACE MOTION
 AG0041
 AG0041  HISTORY     - Date     Condition        Report By
 AG0041  HISTORY     - UNK      MONUMENTED       FLDT
 AG0041  HISTORY     - 1976     GOOD             NGS
 AG0041  HISTORY     - 1983     GOOD             USPSQD
 AG0041
 AG0041                          STATION DESCRIPTION
 AG0041
 AG0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0041'IN CLEARWATER.
 AG0041'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT HWY. 19
 AG0041'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0041'588 FOR 1.25 MILES TO THE INTERSECTION OF HIGHLAND AVE. (C.R.111).
 AG0041'STATION ON RIGHT S.W. CORNER, 36.5 FT. WEST OF THE CENTERLINE OF
 AG0041'HIGHLAND AVE., 32.6 FT. SOUTH OF THE CENTERLINE OF SUNSET POINT RD.,
 AG0041'29.4 FT. N.E. OF A CONCRETE SIGNAL LIGHT POLE (NO NUMBER), 12.8 FT.
 AG0041'NORTH OF THE FACE OF SIDEWALK.  SET IN THE TOP OF A CONCRETE POST THAT
 AG0041'IS 3 IN. BELOW THE GROUND.  SECTION 2, T 29, R 15.
 AG0041
 AG0041                          STATION RECOVERY (1983)
 AG0041
 AG0041'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0042 ***********************************************************************
 AG0042  DESIGNATION -  15 74 B 03
 AG0042  PID         -  AG0042
 AG0042  STATE/COUNTY-  FL/PINELLAS
 AG0042  COUNTRY     -  US
 AG0042  USGS QUAD   -  CLEARWATER (2018)
 AG0042
 AG0042                         *CURRENT SURVEY CONTROL
 AG0042  ______________________________________________________________________
 AG0042* NAD 83(1986) POSITION- 27 59 25.     (N) 082 46 05.     (W)   SCALED
 AG0042* NAVD 88 ORTHO HEIGHT -    18.176 (meters)       59.63  (feet) ADJUSTED
 AG0042  ______________________________________________________________________
 AG0042  GEOID HEIGHT    -        -24.738 (meters)                     GEOID18
 AG0042  DYNAMIC HEIGHT  -         18.149 (meters)       59.54  (feet) COMP
 AG0042  MODELED GRAVITY -    979,189.2   (mgal)                       NAVD 88
 AG0042
 AG0042  VERT ORDER      -  SECOND    CLASS II
 AG0042
 AG0042.The horizontal coordinates were scaled from a map and have
 AG0042.an estimated accuracy of +/- 6 seconds.
 AG0042
 AG0042.The orthometric height was determined by differential leveling and
 AG0042.adjusted by the NATIONAL GEODETIC SURVEY
 AG0042.in June 1991.
 AG0042
 AG0042.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0042.GEOID18 height accuracy estimate available here.
 AG0042
 AG0042.Click photographs - Photos may exist for this station.
 AG0042
 AG0042.The dynamic height is computed by dividing the NAVD 88
 AG0042.geopotential number by the normal gravity value computed on the
 AG0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0042.degrees latitude (g = 980.6199 gals.).
 AG0042
 AG0042.The modeled gravity was interpolated from observed gravity values.
 AG0042
 AG0042;                    North         East    Units  Estimated Accuracy
 AG0042;SPC FL W     -   405,370.      124,450.      MT  (+/- 180 meters Scaled)
 AG0042
 AG0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL261973(NAD 83)
 AG0042
 AG0042                          SUPERSEDED SURVEY CONTROL
 AG0042
 AG0042  NGVD 29 (??/??/92)   18.438  (m)           60.49   (f) ADJ UNCH    2 2
 AG0042
 AG0042.Superseded values are not recommended for survey control.
 AG0042
 AG0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0042.See file dsdata.pdf to determine how the superseded data were derived.
 AG0042
 AG0042_MARKER: DD = SURVEY DISK
 AG0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0042_STAMPING: 15-74-BO 3
 AG0042_MARK LOGO: FLDT
 AG0042_PROJECTION: RECESSED 15 CENTIMETERS
 AG0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0042+STABILITY: SURFACE MOTION
 AG0042
 AG0042  HISTORY     - Date     Condition        Report By
 AG0042  HISTORY     - UNK      MONUMENTED       FLDT
 AG0042  HISTORY     - 1976     GOOD             NGS
 AG0042  HISTORY     - 1983     GOOD             USPSQD
 AG0042  HISTORY     - 20080825 GOOD             PINCPW
 AG0042
 AG0042                          STATION DESCRIPTION
 AG0042
 AG0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0042'IN CLEARWATER.
 AG0042'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0042'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0042'588 FOR 1.75 MILES TO THE INTERSECTION OF NUGGET DR.  STATION ON LEFT,
 AG0042'N.W. CORNER 19.8 FT. NORTH OF THE CENTERLINE OF SUNSET POINT RD., 28.2
 AG0042'FT. WEST OF THE CENTERLINE OF NUGGET DR., 78.3 FT. S.E. OF THE S.E.
 AG0042'CORNER OF A SINGLE STORY BLOCK HOUSE (1900 NUGGET DR.), 53.6 FT. N.W.
 AG0042'OF A 24 IN. OAK TREE, 18.9 FT. SOUTH OF A CONCRETE POWER AND LIGHT
 AG0042'POLE (NUMBER 2-11977), 3.0 FT. W.N.W. OF THE BACK OF CURB.  SET IN THE
 AG0042'TOP OF A CONCRETE POST THAT IS 6 IN. BELOW THE GROUND. SECTION 2, T
 AG0042'29, R 15.
 AG0042
 AG0042                          STATION RECOVERY (1983)
 AG0042
 AG0042'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0042'RECOVERED IN GOOD CONDITION.
 AG0042
 AG0042                          STATION RECOVERY (2008)
 AG0042
 AG0042'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7025 ***********************************************************************
 AG7025  DESIGNATION -  15 74 B 08 FLDT
 AG7025  PID         -  AG7025
 AG7025  STATE/COUNTY-  FL/PINELLAS
 AG7025  COUNTRY     -  US
 AG7025  USGS QUAD   -  SAFETY HARBOR (2018)
 AG7025
 AG7025                         *CURRENT SURVEY CONTROL
 AG7025  ______________________________________________________________________
 AG7025* NAD 83(1986) POSITION- 27 59 38.     (N) 082 44 30.     (W)   SCALED
 AG7025* NAVD 88 ORTHO HEIGHT -    21.131 (meters)       69.33  (feet) ADJUSTED
 AG7025  ______________________________________________________________________
 AG7025  GEOID HEIGHT    -        -24.779 (meters)                     GEOID18
 AG7025  DYNAMIC HEIGHT  -         21.100 (meters)       69.23  (feet) COMP
 AG7025  MODELED GRAVITY -    979,189.0   (mgal)                       NAVD 88
 AG7025
 AG7025  VERT ORDER      -  SECOND    CLASS II
 AG7025
 AG7025.The horizontal coordinates were scaled from a map and have
 AG7025.an estimated accuracy of +/- 6 seconds.
 AG7025
 AG7025.The orthometric height was determined by differential leveling and
 AG7025.adjusted by the NATIONAL GEODETIC SURVEY
 AG7025.in June 1991.
 AG7025
 AG7025.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7025.GEOID18 height accuracy estimate available here.
 AG7025
 AG7025.Click photographs - Photos may exist for this station.
 AG7025
 AG7025.The dynamic height is computed by dividing the NAVD 88
 AG7025.geopotential number by the normal gravity value computed on the
 AG7025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7025.degrees latitude (g = 980.6199 gals.).
 AG7025
 AG7025.The modeled gravity was interpolated from observed gravity values.
 AG7025
 AG7025;                    North         East    Units  Estimated Accuracy
 AG7025;SPC FL W     -   405,750.      127,050.      MT  (+/- 180 meters Scaled)
 AG7025
 AG7025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL287977(NAD 83)
 AG7025
 AG7025                          SUPERSEDED SURVEY CONTROL
 AG7025
 AG7025  NGVD 29 (??/??/92)   21.393  (m)           70.19   (f) ADJ UNCH    2 2
 AG7025
 AG7025.Superseded values are not recommended for survey control.
 AG7025
 AG7025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7025.See file dsdata.pdf to determine how the superseded data were derived.
 AG7025
 AG7025_MARKER: DE = TRAVERSE STATION DISK
 AG7025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7025_STAMPING: 15-74-B08
 AG7025_PROJECTION: RECESSED 5 CENTIMETERS
 AG7025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7025+STABILITY: SURFACE MOTION
 AG7025
 AG7025  HISTORY     - Date     Condition        Report By
 AG7025  HISTORY     - UNK      MONUMENTED       FLDT
 AG7025  HISTORY     - 1977     GOOD             FL-103
 AG7025
 AG7025                          STATION DESCRIPTION
 AG7025
 AG7025'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7025'IN CLEARWATER.
 AG7025'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 590 DREW ST. AND
 AG7025'S.R. S-590A N.E. COACHMAN RD., RUN NORTHEASTERLY ON S.R. S-590A FOR
 AG7025'1.20 MILES TO OLD COACHMAN RD. TURN LEFT AND RUN NORTHWESTERLY FOR
 AG7025'1.75 MILES ON OLD COACHMAN RD. TO SUNSET POINT RD. S.R. S-588.
 AG7025'CONTINUE NORTHERLY ON OLD COACHMAN RD. FOR 0.25 MILE TO THE
 AG7025'INTERSECTION OF PERTH ST. STATION ON RIGHT, S.E. CORNER 18.0 FT.
 AG7025'EAST OF THE CENTERLINE OF COACHMAN RD., 39.0 FT. SOUTH OF THE
 AG7025'CENTERLINE OF PERTH ST., 54.2 FT. N.W. OF THE N.W. CORNER OF A SINGLE
 AG7025'STORY BLOCK HOUSE 1975 COACHMAN RD., 6.9 FT. WEST OF THE POWER POLE
 AG7025'NUMBER LECW 190. SET IN THE TOP OF A CONCRETE POST THAT IS 2 INCHES
 AG7025'BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7045 ***********************************************************************
 AL7045  DESIGNATION -  15 74 B 10 FLDT
 AL7045  PID         -  AL7045
 AL7045  STATE/COUNTY-  FL/PINELLAS
 AL7045  COUNTRY     -  US
 AL7045  USGS QUAD   -  OLDSMAR (2018)
 AL7045
 AL7045                         *CURRENT SURVEY CONTROL
 AL7045  ______________________________________________________________________
 AL7045* NAD 83(1986) POSITION- 28 00 18.     (N) 082 44 32.     (W)   SCALED
 AL7045* NAVD 88 ORTHO HEIGHT -    24.539 (meters)       80.51  (feet) ADJUSTED
 AL7045  ______________________________________________________________________
 AL7045  GEOID HEIGHT    -        -24.800 (meters)                     GEOID18
 AL7045  DYNAMIC HEIGHT  -         24.503 (meters)       80.39  (feet) COMP
 AL7045  MODELED GRAVITY -    979,183.8   (mgal)                       NAVD 88
 AL7045
 AL7045  VERT ORDER      -  SECOND    CLASS II
 AL7045
 AL7045.The horizontal coordinates were scaled from a map and have
 AL7045.an estimated accuracy of +/- 6 seconds.
 AL7045
 AL7045.The orthometric height was determined by differential leveling and
 AL7045.adjusted by the NATIONAL GEODETIC SURVEY
 AL7045.in June 1991.
 AL7045
 AL7045.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7045.GEOID18 height accuracy estimate available here.
 AL7045
 AL7045.Click photographs - Photos may exist for this station.
 AL7045
 AL7045.The dynamic height is computed by dividing the NAVD 88
 AL7045.geopotential number by the normal gravity value computed on the
 AL7045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7045.degrees latitude (g = 980.6199 gals.).
 AL7045
 AL7045.The modeled gravity was interpolated from observed gravity values.
 AL7045
 AL7045;                    North         East    Units  Estimated Accuracy
 AL7045;SPC FL W     -   406,990.      127,000.      MT  (+/- 180 meters Scaled)
 AL7045
 AL7045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL286989(NAD 83)
 AL7045
 AL7045                          SUPERSEDED SURVEY CONTROL
 AL7045
 AL7045  NGVD 29 (??/??/92)   24.800  (m)           81.36   (f) ADJ UNCH    2 2
 AL7045
 AL7045.Superseded values are not recommended for survey control.
 AL7045
 AL7045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7045.See file dsdata.pdf to determine how the superseded data were derived.
 AL7045
 AL7045_MARKER: DE = TRAVERSE STATION DISK
 AL7045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7045_STAMPING: 15-74-B10
 AL7045_PROJECTION: RECESSED 5 CENTIMETERS
 AL7045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7045+STABILITY: SURFACE MOTION
 AL7045
 AL7045  HISTORY     - Date     Condition        Report By
 AL7045  HISTORY     - UNK      MONUMENTED       FLDT
 AL7045  HISTORY     - 1977     GOOD             FL-103
 AL7045
 AL7045                          STATION DESCRIPTION
 AL7045
 AL7045'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AL7045'IN CLEARWATER.
 AL7045'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 590 DREW ST. AND
 AL7045'S.R. S-590A N.E. COACHMAN RD., RUN NORTHEASTERLY ON S.R. S-590A FOR
 AL7045'1.20 MILES TO OLD COACHMAN RD. TURN LEFT AND RUN NORTHWESTERLY FOR
 AL7045'1.75 MILES ON OLD COACHMAN RD. TO SUNSET POINT RD. S.R. S-588.
 AL7045'CONTINUE NORTHERLY ON OLD COACHMAN RD. FOR 1.10 MILES TO THE
 AL7045'INTERSECTION OF WILLOW TREE TERRACE. STATION ON LEFT, IN MEDIAN STRIP,
 AL7045'7.0 FT. EAST OF THE CENTERLINE OF OLD COACHMAN RD. COUNTRYSIDE BLVD.,
 AL7045'64.9 FT. NORTH OF THE CENTERLINE OF WILLOW TREE TERRACE, 23.4 FT.
 AL7045'NORTH OF THE BACK OF CURB OF THE SOUTH END OF A CONCRETE ISLAND, 51.0
 AL7045'FT. N.E. OF A CONCRETE LIGHT POLE NUMBER 2-20419. SET IN THE TOP OF A
 AL7045'CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7047 ***********************************************************************
 AL7047  DESIGNATION -  15 74 B 11 FLDT
 AL7047  PID         -  AL7047
 AL7047  STATE/COUNTY-  FL/PINELLAS
 AL7047  COUNTRY     -  US
 AL7047  USGS QUAD   -  OLDSMAR (2018)
 AL7047
 AL7047                         *CURRENT SURVEY CONTROL
 AL7047  ______________________________________________________________________
 AL7047* NAD 83(1986) POSITION- 28 00 33.     (N) 082 44 33.     (W)   SCALED
 AL7047* NAVD 88 ORTHO HEIGHT -    22.367 (meters)       73.38  (feet) ADJUSTED
 AL7047  ______________________________________________________________________
 AL7047  GEOID HEIGHT    -        -24.808 (meters)                     GEOID18
 AL7047  DYNAMIC HEIGHT  -         22.335 (meters)       73.28  (feet) COMP
 AL7047  MODELED GRAVITY -    979,184.2   (mgal)                       NAVD 88
 AL7047
 AL7047  VERT ORDER      -  SECOND    CLASS II
 AL7047
 AL7047.The horizontal coordinates were scaled from a map and have
 AL7047.an estimated accuracy of +/- 6 seconds.
 AL7047
 AL7047.The orthometric height was determined by differential leveling and
 AL7047.adjusted by the NATIONAL GEODETIC SURVEY
 AL7047.in June 1991.
 AL7047
 AL7047.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7047.GEOID18 height accuracy estimate available here.
 AL7047
 AL7047.Click photographs - Photos may exist for this station.
 AL7047
 AL7047.The dynamic height is computed by dividing the NAVD 88
 AL7047.geopotential number by the normal gravity value computed on the
 AL7047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7047.degrees latitude (g = 980.6199 gals.).
 AL7047
 AL7047.The modeled gravity was interpolated from observed gravity values.
 AL7047
 AL7047;                    North         East    Units  Estimated Accuracy
 AL7047;SPC FL W     -   407,450.      126,980.      MT  (+/- 180 meters Scaled)
 AL7047
 AL7047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL286994(NAD 83)
 AL7047
 AL7047                          SUPERSEDED SURVEY CONTROL
 AL7047
 AL7047  NGVD 29 (??/??/92)   22.628  (m)           74.24   (f) ADJ UNCH    2 2
 AL7047
 AL7047.Superseded values are not recommended for survey control.
 AL7047
 AL7047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7047.See file dsdata.pdf to determine how the superseded data were derived.
 AL7047
 AL7047_MARKER: DE = TRAVERSE STATION DISK
 AL7047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7047_STAMPING: 15-74-B11
 AL7047_PROJECTION: RECESSED 10 CENTIMETERS
 AL7047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7047+STABILITY: SURFACE MOTION
 AL7047
 AL7047  HISTORY     - Date     Condition        Report By
 AL7047  HISTORY     - UNK      MONUMENTED       FLDT
 AL7047  HISTORY     - 1977     GOOD             FL-103
 AL7047
 AL7047                          STATION DESCRIPTION
 AL7047
 AL7047'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AL7047'IN CLEARWATER.
 AL7047'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 590 DREW ST. AND
 AL7047'S.R. S-590A N.E. COACHMAN RD., RUN NORTHEASTERLY ON S.R. S-590A FOR
 AL7047'1.20 MILES TO OLD COACHMAN RD. TURN LEFT AND RUN NORTHWESTERLY FOR
 AL7047'1.75 MILES ON OLD COACHMAN RD. TO SUNSET POINT RD. S.R. 588 S.
 AL7047'CONTINUE NORTHERLY ON OLD COACHMAN RD. FOR 1.35 MILES TO THE
 AL7047'INTERSECTION OF OAK NECK DR. STATION ON LEFT, 173.3 FT. WEST OF THE
 AL7047'CENTERLINE OF COUNTRYSIDE BLVD., 30.8 FT. NORTH OF THE CENTERLINE OF
 AL7047'OAK NECK RD., 39.0 FT. W.N.W. OF A CONCRETE LIGHT POLE NUMBER 2-21040
 AL7047'4.8 FT. NORTH OF THE BACK OF CURB, 13.2 FT. SOUTH OF THE FACE OF
 AL7047'SIDEWALK. SET IN THE TOP OF A CONCRETE POST THAT IS 4 INCHES BELOW
 AL7047'THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0043 ***********************************************************************
 AL0043  DESIGNATION -  15 74 B 13
 AL0043  PID         -  AL0043
 AL0043  STATE/COUNTY-  FL/PINELLAS
 AL0043  COUNTRY     -  US
 AL0043  USGS QUAD   -  OLDSMAR (2018)
 AL0043
 AL0043                         *CURRENT SURVEY CONTROL
 AL0043  ______________________________________________________________________
 AL0043* NAD 83(1986) POSITION- 28 01 13.     (N) 082 44 47.     (W)   SCALED
 AL0043* NAVD 88 ORTHO HEIGHT -    21.751 (meters)       71.36  (feet) ADJUSTED
 AL0043  ______________________________________________________________________
 AL0043  GEOID HEIGHT    -        -24.825 (meters)                     GEOID18
 AL0043  DYNAMIC HEIGHT  -         21.719 (meters)       71.26  (feet) COMP
 AL0043  MODELED GRAVITY -    979,185.2   (mgal)                       NAVD 88
 AL0043
 AL0043  VERT ORDER      -  SECOND    CLASS II
 AL0043
 AL0043.The horizontal coordinates were scaled from a map and have
 AL0043.an estimated accuracy of +/- 6 seconds.
 AL0043
 AL0043.The orthometric height was determined by differential leveling and
 AL0043.adjusted by the NATIONAL GEODETIC SURVEY
 AL0043.in June 1991.
 AL0043
 AL0043.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0043.GEOID18 height accuracy estimate available here.
 AL0043
 AL0043.Click photographs - Photos may exist for this station.
 AL0043
 AL0043.The dynamic height is computed by dividing the NAVD 88
 AL0043.geopotential number by the normal gravity value computed on the
 AL0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0043.degrees latitude (g = 980.6199 gals.).
 AL0043
 AL0043.The modeled gravity was interpolated from observed gravity values.
 AL0043
 AL0043;                    North         East    Units  Estimated Accuracy
 AL0043;SPC FL W     -   408,680.      126,600.      MT  (+/- 180 meters Scaled)
 AL0043
 AL0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM283006(NAD 83)
 AL0043
 AL0043                          SUPERSEDED SURVEY CONTROL
 AL0043
 AL0043  NGVD 29 (??/??/92)   22.012  (m)           72.22   (f) ADJ UNCH    2 2
 AL0043
 AL0043.Superseded values are not recommended for survey control.
 AL0043
 AL0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0043.See file dsdata.pdf to determine how the superseded data were derived.
 AL0043
 AL0043_MARKER: DD = SURVEY DISK
 AL0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0043_STAMPING: 15-74-B13
 AL0043_MARK LOGO: FLDT
 AL0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0043+STABILITY: SURFACE MOTION
 AL0043
 AL0043  HISTORY     - Date     Condition        Report By
 AL0043  HISTORY     - 1976     MONUMENTED       FLDT
 AL0043  HISTORY     - 1976     GOOD             NGS
 AL0043  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0043
 AL0043                          STATION DESCRIPTION
 AL0043
 AL0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0043'IN CLEARWATER.
 AL0043'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND S.R.
 AL0043'580.  RUN WESTERLY ON S.R. 580 FOR .55 MILES TO THE INTERSECTION OF
 AL0043'C.R. 70 STATION ON LEFT, IN S.E. CORNER.  35.2 FT. SOUTH OF CENTERLINE
 AL0043'OF S.R. 580, 14.7 FT. EAST OF THE EXTENDED CENTERLINE OF COUNTY ROAD
 AL0043'70, 123.5 FT. N.E. OF THE N.E. CORNER OF A SINGLE STORY CONCRETE BLOCK
 AL0043'BUILDING (7-11 STORE, 2295-S.R.580), 77.7 FT. S.E. OF A POWER POLE
 AL0043'(NUMBER 2-25388), 6.3 FT. S.W. OF A TELEPHONE POLE (NO NUMBER). SET IN
 AL0043'THE TOP OF A CONCRETE POST THAT IS 2 IN. BELOW THE GROUND. SECTION 30,
 AL0043'T28S, R16E.
 AL0043
 AL0043                          STATION RECOVERY (1984)
 AL0043
 AL0043'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0043'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0044 ***********************************************************************
 AG0044  DESIGNATION -  15 74 C 01
 AG0044  PID         -  AG0044
 AG0044  STATE/COUNTY-  FL/PINELLAS
 AG0044  COUNTRY     -  US
 AG0044  USGS QUAD   -  CLEARWATER (2018)
 AG0044
 AG0044                         *CURRENT SURVEY CONTROL
 AG0044  ______________________________________________________________________
 AG0044* NAD 83(1986) POSITION- 27 59 25.     (N) 082 46 41.     (W)   SCALED
 AG0044* NAVD 88 ORTHO HEIGHT -     4.966 (meters)       16.29  (feet) ADJUSTED
 AG0044  ______________________________________________________________________
 AG0044  GEOID HEIGHT    -        -24.725 (meters)                     GEOID18
 AG0044  DYNAMIC HEIGHT  -          4.959 (meters)       16.27  (feet) COMP
 AG0044  MODELED GRAVITY -    979,189.3   (mgal)                       NAVD 88
 AG0044
 AG0044  VERT ORDER      -  SECOND    CLASS II
 AG0044
 AG0044.The horizontal coordinates were scaled from a map and have
 AG0044.an estimated accuracy of +/- 6 seconds.
 AG0044
 AG0044.The orthometric height was determined by differential leveling and
 AG0044.adjusted by the NATIONAL GEODETIC SURVEY
 AG0044.in June 1991.
 AG0044
 AG0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0044.GEOID18 height accuracy estimate available here.
 AG0044
 AG0044.Click photographs - Photos may exist for this station.
 AG0044
 AG0044.The dynamic height is computed by dividing the NAVD 88
 AG0044.geopotential number by the normal gravity value computed on the
 AG0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0044.degrees latitude (g = 980.6199 gals.).
 AG0044
 AG0044.The modeled gravity was interpolated from observed gravity values.
 AG0044
 AG0044;                    North         East    Units  Estimated Accuracy
 AG0044;SPC FL W     -   405,380.      123,470.      MT  (+/- 180 meters Scaled)
 AG0044
 AG0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL251973(NAD 83)
 AG0044
 AG0044                          SUPERSEDED SURVEY CONTROL
 AG0044
 AG0044  NGVD 29 (??/??/92)    5.228  (m)           17.15   (f) ADJ UNCH    2 2
 AG0044
 AG0044.Superseded values are not recommended for survey control.
 AG0044
 AG0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0044.See file dsdata.pdf to determine how the superseded data were derived.
 AG0044
 AG0044_MARKER: DD = SURVEY DISK
 AG0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0044_STAMPING: 15-74-CO1
 AG0044_MARK LOGO: FLDT
 AG0044_PROJECTION: RECESSED 8 CENTIMETERS
 AG0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0044+STABILITY: SURFACE MOTION
 AG0044
 AG0044  HISTORY     - Date     Condition        Report By
 AG0044  HISTORY     - UNK      MONUMENTED       FLDT
 AG0044  HISTORY     - 1976     GOOD             NGS
 AG0044
 AG0044                          STATION DESCRIPTION
 AG0044
 AG0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0044'IN CLEARWATER.
 AG0044'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0044'(EDGEWATER DR.) AND SR-588 (SUNSET POINT RD.).  RUN EASTERLY ON SR-588
 AG0044'FOR 1.00 MILES TO THE INTERSECTION OF KINGS HIGHWAY.  STATION ON LEFT,
 AG0044'N.E. CORNER, 56.5 FT. NORTH OF THE CENTERLINE OF SUNSET POINT RD.,
 AG0044'34.6 FT. EAST OF THE CENTERLINE OF KINGS HIGHWAY, 21.5 FT. EAST OF THE
 AG0044'BACK OF CURB, 16.9 FT. N.E. OF A POWER AND LIGHT POLE (NUMBER
 AG0044'6A-14134-R), 13.4 FT. SOUTH OF A FIRE HYDRANT.  SET IN THE TOP OF A
 AG0044'CONCRETE POST THAT IS 3 IN. BELOW THE GROUND.  SECTION 2, T 29, R 15.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0045 ***********************************************************************
 AG0045  DESIGNATION -  15 74 C 02
 AG0045  PID         -  AG0045
 AG0045  STATE/COUNTY-  FL/PINELLAS
 AG0045  COUNTRY     -  US
 AG0045  USGS QUAD   -  CLEARWATER (2018)
 AG0045
 AG0045                         *CURRENT SURVEY CONTROL
 AG0045  ______________________________________________________________________
 AG0045* NAD 83(1986) POSITION- 27 59 25.     (N) 082 46 59.     (W)   SCALED
 AG0045* NAVD 88 ORTHO HEIGHT -     4.825 (meters)       15.83  (feet) ADJUSTED
 AG0045  ______________________________________________________________________
 AG0045  GEOID HEIGHT    -        -24.718 (meters)                     GEOID18
 AG0045  DYNAMIC HEIGHT  -          4.818 (meters)       15.81  (feet) COMP
 AG0045  MODELED GRAVITY -    979,189.4   (mgal)                       NAVD 88
 AG0045
 AG0045  VERT ORDER      -  SECOND    CLASS II
 AG0045
 AG0045.The horizontal coordinates were scaled from a map and have
 AG0045.an estimated accuracy of +/- 6 seconds.
 AG0045
 AG0045.The orthometric height was determined by differential leveling and
 AG0045.adjusted by the NATIONAL GEODETIC SURVEY
 AG0045.in June 1991.
 AG0045
 AG0045.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0045.GEOID18 height accuracy estimate available here.
 AG0045
 AG0045.Click photographs - Photos may exist for this station.
 AG0045
 AG0045.The dynamic height is computed by dividing the NAVD 88
 AG0045.geopotential number by the normal gravity value computed on the
 AG0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0045.degrees latitude (g = 980.6199 gals.).
 AG0045
 AG0045.The modeled gravity was interpolated from observed gravity values.
 AG0045
 AG0045;                    North         East    Units  Estimated Accuracy
 AG0045;SPC FL W     -   405,380.      122,970.      MT  (+/- 180 meters Scaled)
 AG0045
 AG0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL246974(NAD 83)
 AG0045
 AG0045                          SUPERSEDED SURVEY CONTROL
 AG0045
 AG0045  NGVD 29 (??/??/92)    5.088  (m)           16.69   (f) ADJ UNCH    2 2
 AG0045
 AG0045.Superseded values are not recommended for survey control.
 AG0045
 AG0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0045.See file dsdata.pdf to determine how the superseded data were derived.
 AG0045
 AG0045_MARKER: DD = SURVEY DISK
 AG0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0045_STAMPING: 15-74-CO 2
 AG0045_MARK LOGO: FLDT
 AG0045_PROJECTION: RECESSED 15 CENTIMETERS
 AG0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0045+STABILITY: SURFACE MOTION
 AG0045
 AG0045  HISTORY     - Date     Condition        Report By
 AG0045  HISTORY     - UNK      MONUMENTED       FLDT
 AG0045  HISTORY     - 1976     GOOD             NGS
 AG0045  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG0045
 AG0045                          STATION DESCRIPTION
 AG0045
 AG0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0045'IN CLEARWATER.
 AG0045'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0045'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0045'588 FOR 0.75 MILES.  STATION ON RIGHT, 15.0 FT. SOUTH OF THE
 AG0045'CENTERLINE OF SUNSET POINT RD., 22.4 FT. WEST OF THE EXTENDED
 AG0045'CENTERLINE OF BETTY LANE, 34.9 FT. SOUTH OF A POWER POLE (NO NUMBER),
 AG0045'4.7 FT. NORTH OF A POWER POLE (NUMBER LEC W-129), 2.5 FT. SOUTH OF THE
 AG0045'BACK OF CURB.  SET IN THE TOP OF A CONCRETE POST THAT IS 6 IN. BELOW
 AG0045'THE GROUND.  SECTION 3, T 29, R 15.
 AG0045
 AG0045                          STATION RECOVERY (1983)
 AG0045
 AG0045'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0045'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0046 ***********************************************************************
 AG0046  DESIGNATION -  15 74 C 03
 AG0046  PID         -  AG0046
 AG0046  STATE/COUNTY-  FL/PINELLAS
 AG0046  COUNTRY     -  US
 AG0046  USGS QUAD   -  CLEARWATER (2018)
 AG0046
 AG0046                         *CURRENT SURVEY CONTROL
 AG0046  ______________________________________________________________________
 AG0046* NAD 83(1986) POSITION- 27 59 25.     (N) 082 47 17.     (W)   SCALED
 AG0046* NAVD 88 ORTHO HEIGHT -     7.699 (meters)       25.26  (feet) ADJUSTED
 AG0046  ______________________________________________________________________
 AG0046  GEOID HEIGHT    -        -24.711 (meters)                     GEOID18
 AG0046  DYNAMIC HEIGHT  -          7.688 (meters)       25.22  (feet) COMP
 AG0046  MODELED GRAVITY -    979,189.5   (mgal)                       NAVD 88
 AG0046
 AG0046  VERT ORDER      -  SECOND    CLASS II
 AG0046
 AG0046.The horizontal coordinates were scaled from a map and have
 AG0046.an estimated accuracy of +/- 6 seconds.
 AG0046
 AG0046.The orthometric height was determined by differential leveling and
 AG0046.adjusted by the NATIONAL GEODETIC SURVEY
 AG0046.in June 1991.
 AG0046
 AG0046.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0046.GEOID18 height accuracy estimate available here.
 AG0046
 AG0046.Click photographs - Photos may exist for this station.
 AG0046
 AG0046.The dynamic height is computed by dividing the NAVD 88
 AG0046.geopotential number by the normal gravity value computed on the
 AG0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0046.degrees latitude (g = 980.6199 gals.).
 AG0046
 AG0046.The modeled gravity was interpolated from observed gravity values.
 AG0046
 AG0046;                    North         East    Units  Estimated Accuracy
 AG0046;SPC FL W     -   405,380.      122,480.      MT  (+/- 180 meters Scaled)
 AG0046
 AG0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL241974(NAD 83)
 AG0046
 AG0046                          SUPERSEDED SURVEY CONTROL
 AG0046
 AG0046  NGVD 29 (??/??/92)    7.961  (m)           26.12   (f) ADJ UNCH    2 2
 AG0046
 AG0046.Superseded values are not recommended for survey control.
 AG0046
 AG0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0046.See file dsdata.pdf to determine how the superseded data were derived.
 AG0046
 AG0046_MARKER: DD = SURVEY DISK
 AG0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0046_STAMPING: 15-74-CO 3
 AG0046_MARK LOGO: FLDT
 AG0046_PROJECTION: RECESSED 8 CENTIMETERS
 AG0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0046+STABILITY: SURFACE MOTION
 AG0046
 AG0046  HISTORY     - Date     Condition        Report By
 AG0046  HISTORY     - UNK      MONUMENTED       FLDT
 AG0046  HISTORY     - 1976     GOOD             NGS
 AG0046  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG0046  HISTORY     - 20080825 GOOD             PINCPW
 AG0046
 AG0046                          STATION DESCRIPTION
 AG0046
 AG0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0046'IN CLEARWATER.
 AG0046'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0046'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0046'588 FOR 0.45 MILES TO THE INTERSECTION OF DOUGLAS AVE., STATION ON
 AG0046'LEFT, N.W. CORNER, 27.9 FT. NORTH OF THE CENTERLINE OF SUNSET POINT
 AG0046'RD., 47.7 FT. WEST OF THE CENTERLINE OF DOUGLAS AVE., 70.9 FT. E.S.E.
 AG0046'OF THE S.E. CORNER OF A SPLIT LEVEL BLOCK HOUSE (1180 SUNSET POINT
 AG0046'RD.), 11.1 FT. S.W. OF A SIGNAL LIGHT SUPPORT POLE (NO NUMBER), 10.8
 AG0046'FT. N.W. OF THE BACK OF CURB.  SET IN THE TOP OF A CONCRETE POST THAT
 AG0046'IS 3 IN. BELOW THE GROUND.  SECTION 3, T 29, R 15.
 AG0046
 AG0046                          STATION RECOVERY (1983)
 AG0046
 AG0046'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0046'MARK NOT FOUND.
 AG0046
 AG0046                          STATION RECOVERY (2008)
 AG0046
 AG0046'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0047 ***********************************************************************
 AG0047  DESIGNATION -  15 74 C 04
 AG0047  PID         -  AG0047
 AG0047  STATE/COUNTY-  FL/PINELLAS
 AG0047  COUNTRY     -  US
 AG0047  USGS QUAD   -  CLEARWATER (2018)
 AG0047
 AG0047                         *CURRENT SURVEY CONTROL
 AG0047  ______________________________________________________________________
 AG0047* NAD 83(1986) POSITION- 27 59 25.     (N) 082 47 23.     (W)   SCALED
 AG0047* NAVD 88 ORTHO HEIGHT -     9.031 (meters)       29.63  (feet) ADJUSTED
 AG0047  ______________________________________________________________________
 AG0047  GEOID HEIGHT    -        -24.709 (meters)                     GEOID18
 AG0047  DYNAMIC HEIGHT  -          9.017 (meters)       29.58  (feet) COMP
 AG0047  MODELED GRAVITY -    979,189.5   (mgal)                       NAVD 88
 AG0047
 AG0047  VERT ORDER      -  SECOND    CLASS II
 AG0047
 AG0047.The horizontal coordinates were scaled from a map and have
 AG0047.an estimated accuracy of +/- 6 seconds.
 AG0047
 AG0047.The orthometric height was determined by differential leveling and
 AG0047.adjusted by the NATIONAL GEODETIC SURVEY
 AG0047.in June 1991.
 AG0047
 AG0047.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0047.GEOID18 height accuracy estimate available here.
 AG0047
 AG0047.Click photographs - Photos may exist for this station.
 AG0047
 AG0047.The dynamic height is computed by dividing the NAVD 88
 AG0047.geopotential number by the normal gravity value computed on the
 AG0047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0047.degrees latitude (g = 980.6199 gals.).
 AG0047
 AG0047.The modeled gravity was interpolated from observed gravity values.
 AG0047
 AG0047;                    North         East    Units  Estimated Accuracy
 AG0047;SPC FL W     -   405,380.      122,320.      MT  (+/- 180 meters Scaled)
 AG0047
 AG0047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL239974(NAD 83)
 AG0047
 AG0047                          SUPERSEDED SURVEY CONTROL
 AG0047
 AG0047  NGVD 29 (??/??/92)    9.293  (m)           30.49   (f) ADJ UNCH    2 2
 AG0047
 AG0047.Superseded values are not recommended for survey control.
 AG0047
 AG0047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0047.See file dsdata.pdf to determine how the superseded data were derived.
 AG0047
 AG0047_MARKER: DD = SURVEY DISK
 AG0047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0047_STAMPING: 15-74-CO 4
 AG0047_MARK LOGO: FLDT
 AG0047_PROJECTION: RECESSED 10 CENTIMETERS
 AG0047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0047+STABILITY: SURFACE MOTION
 AG0047
 AG0047  HISTORY     - Date     Condition        Report By
 AG0047  HISTORY     - UNK      MONUMENTED       FLDT
 AG0047  HISTORY     - 1976     GOOD             NGS
 AG0047  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG0047  HISTORY     - 20080825 GOOD             PINCPW
 AG0047
 AG0047                          STATION DESCRIPTION
 AG0047
 AG0047'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0047'IN CLEARWATER.
 AG0047'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0047'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0047'588 FOR 0.35 MILES.  STATION ON RIGHT, 19.1 FT. SOUTH OF THE
 AG0047'CENTERLINE OF SUNSET POINT RD., 105.2 FT. WEST OF THE CENTERLINE OF
 AG0047'OVERBROOK AVE., 12.3 FT. NORTH OF A 10 IN. OAK TREE, 6.6 FT. SOUTH OF
 AG0047'THE BACK OF CURB, 2.4 FT. SOUTH OF A POWER AND LIGHT POLE (NUMBER
 AG0047'6A-543).  SET IN THE TOP OF A CONCRETE POST THAT IS 4 IN. BELOW THE
 AG0047'GROUND.  SECTION 3, T 29, R 15.
 AG0047
 AG0047                          STATION RECOVERY (1983)
 AG0047
 AG0047'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0047'MARK NOT FOUND.
 AG0047
 AG0047                          STATION RECOVERY (2008)
 AG0047
 AG0047'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0048 ***********************************************************************
 AG0048  DESIGNATION -  15 74 C 05
 AG0048  PID         -  AG0048
 AG0048  STATE/COUNTY-  FL/PINELLAS
 AG0048  COUNTRY     -  US
 AG0048  USGS QUAD   -  CLEARWATER (2018)
 AG0048
 AG0048                         *CURRENT SURVEY CONTROL
 AG0048  ______________________________________________________________________
 AG0048* NAD 83(1986) POSITION- 27 59 25.     (N) 082 47 35.     (W)   SCALED
 AG0048* NAVD 88 ORTHO HEIGHT -     0.984 (meters)        3.23  (feet) ADJUSTED
 AG0048  ______________________________________________________________________
 AG0048  GEOID HEIGHT    -        -24.705 (meters)                     GEOID18
 AG0048  DYNAMIC HEIGHT  -          0.982 (meters)        3.22  (feet) COMP
 AG0048  MODELED GRAVITY -    979,189.6   (mgal)                       NAVD 88
 AG0048
 AG0048  VERT ORDER      -  SECOND    CLASS II
 AG0048
 AG0048.The horizontal coordinates were scaled from a map and have
 AG0048.an estimated accuracy of +/- 6 seconds.
 AG0048
 AG0048.The orthometric height was determined by differential leveling and
 AG0048.adjusted by the NATIONAL GEODETIC SURVEY
 AG0048.in June 1991.
 AG0048
 AG0048.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0048.GEOID18 height accuracy estimate available here.
 AG0048
 AG0048.Click photographs - Photos may exist for this station.
 AG0048
 AG0048.The dynamic height is computed by dividing the NAVD 88
 AG0048.geopotential number by the normal gravity value computed on the
 AG0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0048.degrees latitude (g = 980.6199 gals.).
 AG0048
 AG0048.The modeled gravity was interpolated from observed gravity values.
 AG0048
 AG0048;                    North         East    Units  Estimated Accuracy
 AG0048;SPC FL W     -   405,390.      121,990.      MT  (+/- 180 meters Scaled)
 AG0048
 AG0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL236974(NAD 83)
 AG0048
 AG0048                          SUPERSEDED SURVEY CONTROL
 AG0048
 AG0048  NGVD 29 (??/??/92)    1.246  (m)            4.09   (f) ADJ UNCH    2 2
 AG0048
 AG0048.Superseded values are not recommended for survey control.
 AG0048
 AG0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0048.See file dsdata.pdf to determine how the superseded data were derived.
 AG0048
 AG0048_MARKER: DD = SURVEY DISK
 AG0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0048_STAMPING: 15-74-CO 5
 AG0048_MARK LOGO: FLDT
 AG0048_PROJECTION: RECESSED 15 CENTIMETERS
 AG0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0048+STABILITY: SURFACE MOTION
 AG0048
 AG0048  HISTORY     - Date     Condition        Report By
 AG0048  HISTORY     - UNK      MONUMENTED       FLDT
 AG0048  HISTORY     - 1976     GOOD             NGS
 AG0048  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG0048
 AG0048                          STATION DESCRIPTION
 AG0048
 AG0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0048'IN CLEARWATER.
 AG0048'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0048'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0048'588 FOR 0.10 MILES.  STATION ON RIGHT, 20.3 FT. S.W. OF THE CENTERLINE
 AG0048'OF SUNSET POINT RD., 112.5 FT. S.S.W. OF THE S.E. CORNER OF A SINGLE
 AG0048'STORY FRAME HOUSE (1044 SUNSET POINT RD.), 85.7 FT. W.N.W. OF THE N.W.
 AG0048'CORNER OF A 3 FT. HIGH, CONCRETE BLOCK, SANITARY SEWER PUMP STATION
 AG0048'81.5 FT. S.E. OF A POWER AND LIGHT POLE (NO NUMBER), 19.9 FT. E.S.E.
 AG0048'OF A 14 IN. PALM TREE, 8.0 FT. S.W. OF THE BACK OF CURB. SET IN THE
 AG0048'TOP OF A CONCRETE POST THAT IS 6 IN. BELOW THE GROUND. SECTION 3, T
 AG0048'29, R 15.
 AG0048
 AG0048                          STATION RECOVERY (1983)
 AG0048
 AG0048'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0048'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0049 ***********************************************************************
 AG0049  DESIGNATION -  15 74 C 06
 AG0049  PID         -  AG0049
 AG0049  STATE/COUNTY-  FL/PINELLAS
 AG0049  COUNTRY     -  US
 AG0049  USGS QUAD   -  CLEARWATER (2018)
 AG0049
 AG0049                         *CURRENT SURVEY CONTROL
 AG0049  ______________________________________________________________________
 AG0049* NAD 83(1986) POSITION- 27 59 25.     (N) 082 47 47.     (W)   SCALED
 AG0049* NAVD 88 ORTHO HEIGHT -     1.842 (meters)        6.04  (feet) ADJUSTED
 AG0049  ______________________________________________________________________
 AG0049  GEOID HEIGHT    -        -24.700 (meters)                     GEOID18
 AG0049  DYNAMIC HEIGHT  -          1.840 (meters)        6.04  (feet) COMP
 AG0049  MODELED GRAVITY -    979,189.6   (mgal)                       NAVD 88
 AG0049
 AG0049  VERT ORDER      -  SECOND    CLASS II
 AG0049
 AG0049.The horizontal coordinates were scaled from a map and have
 AG0049.an estimated accuracy of +/- 6 seconds.
 AG0049
 AG0049.The orthometric height was determined by differential leveling and
 AG0049.adjusted by the NATIONAL GEODETIC SURVEY
 AG0049.in June 1991.
 AG0049
 AG0049.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0049.GEOID18 height accuracy estimate available here.
 AG0049
 AG0049.Click photographs - Photos may exist for this station.
 AG0049
 AG0049.The dynamic height is computed by dividing the NAVD 88
 AG0049.geopotential number by the normal gravity value computed on the
 AG0049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0049.degrees latitude (g = 980.6199 gals.).
 AG0049
 AG0049.The modeled gravity was interpolated from observed gravity values.
 AG0049
 AG0049;                    North         East    Units  Estimated Accuracy
 AG0049;SPC FL W     -   405,390.      121,660.      MT  (+/- 180 meters Scaled)
 AG0049
 AG0049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL233974(NAD 83)
 AG0049
 AG0049                          SUPERSEDED SURVEY CONTROL
 AG0049
 AG0049  NGVD 29 (??/??/92)    2.105  (m)            6.91   (f) ADJ UNCH    2 2
 AG0049
 AG0049.Superseded values are not recommended for survey control.
 AG0049
 AG0049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0049.See file dsdata.pdf to determine how the superseded data were derived.
 AG0049
 AG0049_MARKER: DD = SURVEY DISK
 AG0049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0049_STAMPING: DOT 15-74-C 06
 AG0049_MARK LOGO: FLDT
 AG0049_PROJECTION: FLUSH
 AG0049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0049+STABILITY: SURFACE MOTION
 AG0049
 AG0049  HISTORY     - Date     Condition        Report By
 AG0049  HISTORY     - UNK      MONUMENTED       FLDT
 AG0049  HISTORY     - 1975     GOOD             FLDT
 AG0049
 AG0049                          STATION DESCRIPTION
 AG0049
 AG0049'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0049'NEAR CLEARWATER.
 AG0049'STATION IS ON THE WEST SIDE OF T JUNCTION OF NORTH FT. HARRISON
 AG0049'AVE. (U.S. ALT. 19) AND SUNSET POINT RD. (S.R. 588), 30 FT. N.
 AG0049'OF SIGNAL POLE, 19.5 FT. W. OF NORTH FT. HARRISON AVE., 11 FT.
 AG0049'N. OF CENTERLINE OF SUNSET POINT RD., AND 7 FT. NE OF 24 IN
 AG0049'PALM TREE.  SET IN TOP OF CONCRETE POST THAT IS FLUSH WITH THE
 AG0049'GROUND.  SECTION 3, T 29S, R 15E
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0050 ***********************************************************************
 AG0050  DESIGNATION -  15 74 C 07
 AG0050  PID         -  AG0050
 AG0050  STATE/COUNTY-  FL/PINELLAS
 AG0050  COUNTRY     -  US
 AG0050  USGS QUAD   -  CLEARWATER (2018)
 AG0050
 AG0050                         *CURRENT SURVEY CONTROL
 AG0050  ______________________________________________________________________
 AG0050* NAD 83(1986) POSITION- 27 59 31.     (N) 082 47 41.     (W)   SCALED
 AG0050* NAVD 88 ORTHO HEIGHT -     1.842 (meters)        6.04  (feet) ADJUSTED
 AG0050  ______________________________________________________________________
 AG0050  GEOID HEIGHT    -        -24.706 (meters)                     GEOID18
 AG0050  DYNAMIC HEIGHT  -          1.839 (meters)        6.03  (feet) COMP
 AG0050  MODELED GRAVITY -    979,189.6   (mgal)                       NAVD 88
 AG0050
 AG0050  VERT ORDER      -  SECOND    CLASS II
 AG0050
 AG0050.The horizontal coordinates were scaled from a map and have
 AG0050.an estimated accuracy of +/- 6 seconds.
 AG0050
 AG0050.The orthometric height was determined by differential leveling and
 AG0050.adjusted by the NATIONAL GEODETIC SURVEY
 AG0050.in June 1991.
 AG0050
 AG0050.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0050.GEOID18 height accuracy estimate available here.
 AG0050
 AG0050.Click photographs - Photos may exist for this station.
 AG0050
 AG0050.The dynamic height is computed by dividing the NAVD 88
 AG0050.geopotential number by the normal gravity value computed on the
 AG0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0050.degrees latitude (g = 980.6199 gals.).
 AG0050
 AG0050.The modeled gravity was interpolated from observed gravity values.
 AG0050
 AG0050;                    North         East    Units  Estimated Accuracy
 AG0050;SPC FL W     -   405,570.      121,830.      MT  (+/- 180 meters Scaled)
 AG0050
 AG0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL235976(NAD 83)
 AG0050
 AG0050                          SUPERSEDED SURVEY CONTROL
 AG0050
 AG0050  NGVD 29 (??/??/92)    2.104  (m)            6.90   (f) ADJ UNCH    2 2
 AG0050
 AG0050.Superseded values are not recommended for survey control.
 AG0050
 AG0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0050.See file dsdata.pdf to determine how the superseded data were derived.
 AG0050
 AG0050_MARKER: DD = SURVEY DISK
 AG0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0050_STAMPING: DOT 15-74-C 07
 AG0050_MARK LOGO: FLDT
 AG0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0050+STABILITY: SURFACE MOTION
 AG0050
 AG0050  HISTORY     - Date     Condition        Report By
 AG0050  HISTORY     - UNK      MONUMENTED       FLDT
 AG0050  HISTORY     - 1975     GOOD             NGS
 AG0050
 AG0050                          STATION DESCRIPTION
 AG0050
 AG0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG0050'NEAR CLEARWATER.
 AG0050'TO REACH STATION FROM THE INTERSECTION OF MAIN STREET (S.R. 580)
 AG0050'AND EDGEWATER DRIVE (U.S. ALT. 19), RUN SOUTHERLY ALONG U.S.
 AG0050'ALT. 19 FOR 1.4 MILE.  STATION ON RIGHT, 232 FT. N. OF THE
 AG0050'INTERSECTION OF SEDEEVA STREET AND EDGEWATER DRIVE, 21.5 FT.
 AG0050'W. OF EDGEWATER DRIVE, 60 FT. N. OF 12 IN PALM.  SET IN TOP
 AG0050'OF CONCRETE POST THAT IS 0.3 TENTHS BELOW GROUND.  SECTION 3,
 AG0050'T 29S, R 15E
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0051 ***********************************************************************
 AG0051  DESIGNATION -  15 74 C 08
 AG0051  PID         -  AG0051
 AG0051  STATE/COUNTY-  FL/PINELLAS
 AG0051  COUNTRY     -  US
 AG0051  USGS QUAD   -  CLEARWATER (2018)
 AG0051
 AG0051                         *CURRENT SURVEY CONTROL
 AG0051  ______________________________________________________________________
 AG0051* NAD 83(1986) POSITION- 27 59 49.     (N) 082 47 41.     (W)   SCALED
 AG0051* NAVD 88 ORTHO HEIGHT -     2.386 (meters)        7.83  (feet) ADJUSTED
 AG0051  ______________________________________________________________________
 AG0051  GEOID HEIGHT    -        -24.715 (meters)                     GEOID18
 AG0051  DYNAMIC HEIGHT  -          2.382 (meters)        7.81  (feet) COMP
 AG0051  MODELED GRAVITY -    979,189.8   (mgal)                       NAVD 88
 AG0051
 AG0051  VERT ORDER      -  SECOND    CLASS II
 AG0051
 AG0051.The horizontal coordinates were scaled from a map and have
 AG0051.an estimated accuracy of +/- 6 seconds.
 AG0051
 AG0051.The orthometric height was determined by differential leveling and
 AG0051.adjusted by the NATIONAL GEODETIC SURVEY
 AG0051.in June 1991.
 AG0051
 AG0051.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0051.GEOID18 height accuracy estimate available here.
 AG0051
 AG0051.Click photographs - Photos may exist for this station.
 AG0051
 AG0051.The dynamic height is computed by dividing the NAVD 88
 AG0051.geopotential number by the normal gravity value computed on the
 AG0051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0051.degrees latitude (g = 980.6199 gals.).
 AG0051
 AG0051.The modeled gravity was interpolated from observed gravity values.
 AG0051
 AG0051;                    North         East    Units  Estimated Accuracy
 AG0051;SPC FL W     -   406,130.      121,830.      MT  (+/- 180 meters Scaled)
 AG0051
 AG0051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL235981(NAD 83)
 AG0051
 AG0051                          SUPERSEDED SURVEY CONTROL
 AG0051
 AG0051  NGVD 29 (??/??/92)    2.648  (m)            8.69   (f) ADJ UNCH    2 2
 AG0051
 AG0051.Superseded values are not recommended for survey control.
 AG0051
 AG0051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0051.See file dsdata.pdf to determine how the superseded data were derived.
 AG0051
 AG0051_MARKER: DD = SURVEY DISK
 AG0051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0051_STAMPING: DOT 15-74 C08
 AG0051_MARK LOGO: FLDT
 AG0051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0051+STABILITY: SURFACE MOTION
 AG0051
 AG0051  HISTORY     - Date     Condition        Report By
 AG0051  HISTORY     - UNK      MONUMENTED       FLDT
 AG0051  HISTORY     - 1975     GOOD             FLDT
 AG0051  HISTORY     - 19870702 MARK NOT FOUND   USPSQD
 AG0051
 AG0051                          STATION DESCRIPTION
 AG0051
 AG0051'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0051'NEAR CLEARWATER.
 AG0051'TO REACH STATION FROM THE INTERSECTION OF MAIN STREET (S.R. 580)
 AG0051'AND EDGEWATER DR. (U.S. ALT. 19), RUN SOUTHERLY ALONG U.S.
 AG0051'ALT. 19 FOR 1.1 MILE TO THE INTERSECTION OF UNION STREET AND
 AG0051'EDGEWATER DRIVE.  STATION IS ON SE CORNER OF INTERSECTION,
 AG0051'32.5 FT. S. OF CENTERLINE OF UNION STREET, 20 FT. E. FROM THE
 AG0051'CENTERLINE OF EDGEWATER DRIVE, AND 3 FT. SE OF LIGHT POLE.
 AG0051'SET IN TOP OF CONCRETE POST THAT IS 0.3 TENTHS BELOW GROUND.
 AG0051'SECTION 3, T 29S, R 15E
 AG0051
 AG0051                          STATION RECOVERY (1987)
 AG0051
 AG0051'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AG0051'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0044 ***********************************************************************
 AL0044  DESIGNATION -  15 74 C 09
 AL0044  PID         -  AL0044
 AL0044  STATE/COUNTY-  FL/PINELLAS
 AL0044  COUNTRY     -  US
 AL0044  USGS QUAD   -  DUNEDIN (2018)
 AL0044
 AL0044                         *CURRENT SURVEY CONTROL
 AL0044  ______________________________________________________________________
 AL0044* NAD 83(1986) POSITION- 28 00 13.     (N) 082 47 35.     (W)   SCALED
 AL0044* NAVD 88 ORTHO HEIGHT -     2.496 (meters)        8.19  (feet) ADJUSTED
 AL0044  ______________________________________________________________________
 AL0044  GEOID HEIGHT    -        -24.731 (meters)                     GEOID18
 AL0044  DYNAMIC HEIGHT  -          2.492 (meters)        8.18  (feet) COMP
 AL0044  MODELED GRAVITY -    979,183.7   (mgal)                       NAVD 88
 AL0044
 AL0044  VERT ORDER      -  SECOND    CLASS II
 AL0044
 AL0044.The horizontal coordinates were scaled from a map and have
 AL0044.an estimated accuracy of +/- 6 seconds.
 AL0044
 AL0044.The orthometric height was determined by differential leveling and
 AL0044.adjusted by the NATIONAL GEODETIC SURVEY
 AL0044.in June 1991.
 AL0044
 AL0044.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0044.GEOID18 height accuracy estimate available here.
 AL0044
 AL0044.Click photographs - Photos may exist for this station.
 AL0044
 AL0044.The dynamic height is computed by dividing the NAVD 88
 AL0044.geopotential number by the normal gravity value computed on the
 AL0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0044.degrees latitude (g = 980.6199 gals.).
 AL0044
 AL0044.The modeled gravity was interpolated from observed gravity values.
 AL0044
 AL0044;                    North         East    Units  Estimated Accuracy
 AL0044;SPC FL W     -   406,860.      122,000.      MT  (+/- 180 meters Scaled)
 AL0044
 AL0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL236988(NAD 83)
 AL0044
 AL0044                          SUPERSEDED SURVEY CONTROL
 AL0044
 AL0044  NGVD 29 (??/??/92)    2.758  (m)            9.05   (f) ADJ UNCH    2 2
 AL0044
 AL0044.Superseded values are not recommended for survey control.
 AL0044
 AL0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0044.See file dsdata.pdf to determine how the superseded data were derived.
 AL0044
 AL0044_MARKER: DD = SURVEY DISK
 AL0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL0044_STAMPING: 15-74-C 09
 AL0044_MARK LOGO: FLDT
 AL0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0044+STABILITY: SURFACE MOTION
 AL0044
 AL0044  HISTORY     - Date     Condition        Report By
 AL0044  HISTORY     - 1975     MONUMENTED       FLDT
 AL0044  HISTORY     - 1989     POOR             USPSQD
 AL0044  HISTORY     - 1989     POOR             USPSQD
 AL0044
 AL0044                          STATION DESCRIPTION
 AL0044
 AL0044'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0044'AT SW DUNEDIN.
 AL0044'TO REACH STATION FROM THE INTERSECTION OF MAIN STREET (S.R. 580)
 AL0044'AND EDGEWATER DR. (U.S. ALT. 19), RUN SOUTHERLY ALONG U.S. ALT.
 AL0044'19 FOR 0.72 MILE.  STATION ON LEFT, 214 FT. S. OF THE INTERSECTION
 AL0044'OF FLA. AVE. AND EDGEWATER DR., 17.5 E. FROM THE CENTERLINE
 AL0044'OF EDGEWATER DR., 30.5 FT. S. OF LIGHT POLE, 14 FT. W. FROM THE
 AL0044'W. EDGE OF CONCRETE SIDEWALK, 6 FT. SW. OF A 10 IN PALM.  SET IN
 AL0044'TOP OF CONCRETE POST THAT IS 0.5 TENTHS BELOW GROUND.  SECTION
 AL0044'34, T28S, R15E.
 AL0044
 AL0044                          STATION RECOVERY (1989)
 AL0044
 AL0044'RECOVERY NOTE BY US POWER SQUADRON 1989 (JLC)
 AL0044'MARK RECOVERED IN POOR CONDITION.
 AL0044
 AL0044                          STATION RECOVERY (1989)
 AL0044
 AL0044'RECOVERY NOTE BY US POWER SQUADRON 1989 (JJC)
 AL0044'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR0300 ***********************************************************************
 AR0300  DESIGNATION -  15 CMP
 AR0300  PID         -  AR0300
 AR0300  STATE/COUNTY-  FL/ALACHUA
 AR0300  COUNTRY     -  US
 AR0300  USGS QUAD   -  ALACHUA (2018)
 AR0300
 AR0300                         *CURRENT SURVEY CONTROL
 AR0300  ______________________________________________________________________
 AR0300* NAD 83(1986) POSITION- 29 45 45.     (N) 082 29 35.     (W)   SCALED
 AR0300* NAVD 88 ORTHO HEIGHT -    45.740 (meters)      150.07  (feet) ADJUSTED
 AR0300  ______________________________________________________________________
 AR0300  GEOID HEIGHT    -        -27.905 (meters)                     GEOID18
 AR0300  DYNAMIC HEIGHT  -         45.679 (meters)      149.87  (feet) COMP
 AR0300  MODELED GRAVITY -    979,298.5   (mgal)                       NAVD 88
 AR0300
 AR0300  VERT ORDER      -  SECOND    CLASS 0
 AR0300
 AR0300.The horizontal coordinates were scaled from a map and have
 AR0300.an estimated accuracy of +/- 6 seconds.
 AR0300
 AR0300.The orthometric height was determined by differential leveling and
 AR0300.adjusted by the NATIONAL GEODETIC SURVEY
 AR0300.in June 1991.
 AR0300
 AR0300.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR0300.GEOID18 height accuracy estimate available here.
 AR0300
 AR0300.Click photographs - Photos may exist for this station.
 AR0300
 AR0300.The dynamic height is computed by dividing the NAVD 88
 AR0300.geopotential number by the normal gravity value computed on the
 AR0300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0300.degrees latitude (g = 980.6199 gals.).
 AR0300
 AR0300.The modeled gravity was interpolated from observed gravity values.
 AR0300
 AR0300;                    North         East    Units  Estimated Accuracy
 AR0300;SPC FL N     -    86,230.      794,090.      MT  (+/- 180 meters Scaled)
 AR0300
 AR0300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN556934(NAD 83)
 AR0300
 AR0300                          SUPERSEDED SURVEY CONTROL
 AR0300
 AR0300  NGVD 29 (??/??/92)   45.983  (m)          150.86   (f) ADJ UNCH    2 0
 AR0300
 AR0300.Superseded values are not recommended for survey control.
 AR0300
 AR0300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0300.See file dsdata.pdf to determine how the superseded data were derived.
 AR0300
 AR0300_MARKER: DD = SURVEY DISK
 AR0300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0300_STAMPING: 15 CMP 1964 151
 AR0300_MARK LOGO: USGS
 AR0300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0300+STABILITY: SURFACE MOTION
 AR0300
 AR0300  HISTORY     - Date     Condition        Report By
 AR0300  HISTORY     - 1964     MONUMENTED       USGS
 AR0300  HISTORY     - 1974     GOOD             FLDT
 AR0300
 AR0300                          STATION DESCRIPTION
 AR0300
 AR0300'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 AR0300'2.2 MI S FROM ALACHUA.
 AR0300'FROM THE INTERSECTION OF U.S. ROUTE 441 AND STATE ROUTE 325 IN
 AR0300'ALACHUA, GO SOUTH ON STATE ROUTE 235 FOR 0.7 MILE TO STATE ROUTE
 AR0300'241, CONTINUE SOUTH ON STATE ROUTE 241 FOR 1.5 MILES TO A
 AR0300'PRIVATE DIRT ROAD LEADING EAST AND BENCH MARK, WHICH IS SET IN
 AR0300'THE TOP OF A SQUARE CONCRETE POST LEANING SLIGHTLY TO THE SOUTH,
 AR0300'7 INCHES ABOVE THE GROUND.  IT IS 39.6 FEET EAST OF THE CENTERLINE
 AR0300'OF STATE ROUTE 241, 27.8 FEET NORTH OF THE CENTER OF A PRIVATE
 AR0300'ROAD, 1.0 FEET EAST OF A METAL WITNESS POST AND 0.9 FOOT WEST OF
 AR0300'A FENCELINE.  SECTION 26, T 8S, R 18E
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1289 ***********************************************************************
 AG1289  DESIGNATION -  15 V
 AG1289  PID         -  AG1289
 AG1289  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1289  COUNTRY     -  US
 AG1289  USGS QUAD   -  BRANDON (2018)
 AG1289
 AG1289                         *CURRENT SURVEY CONTROL
 AG1289  ______________________________________________________________________
 AG1289* NAD 83(1990) POSITION- 27 56 16.03858(N) 082 16 53.45617(W)   ADJUSTED
 AG1289* NAVD 88 ORTHO HEIGHT -    14.759 (meters)       48.42  (feet) ADJUSTED
 AG1289  ______________________________________________________________________
 AG1289  GEOID HEIGHT    -        -25.188 (meters)                     GEOID18
 AG1289  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 AG1289  DYNAMIC HEIGHT  -         14.738 (meters)       48.35  (feet) COMP
 AG1289  MODELED GRAVITY -    979,182.6   (mgal)                       NAVD 88
 AG1289
 AG1289  HORZ ORDER      -  THIRD
 AG1289  VERT ORDER      -  FIRST     CLASS II
 AG1289
 AG1289.The horizontal coordinates were established by classical geodetic methods
 AG1289.and adjusted by the National Geodetic Survey in May 1991.
 AG1289
 AG1289.The orthometric height was determined by differential leveling and
 AG1289.adjusted by the NATIONAL GEODETIC SURVEY
 AG1289.in September 2007.
 AG1289
 AG1289.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1289.GEOID18 height accuracy estimate available here.
 AG1289
 AG1289.Click photographs - Photos may exist for this station.
 AG1289
 AG1289.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG1289
 AG1289.The dynamic height is computed by dividing the NAVD 88
 AG1289.geopotential number by the normal gravity value computed on the
 AG1289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1289.degrees latitude (g = 980.6199 gals.).
 AG1289
 AG1289.The modeled gravity was interpolated from observed gravity values.
 AG1289
 AG1289. The following values were computed from the NAD 83(1990) position.
 AG1289
 AG1289;                    North         East     Units Scale Factor Converg.
 AG1289;SPC FL W     -   399,347.066   172,295.280   MT  0.99995065   -0 07 54.8
 AG1289;SPC FL W     - 1,310,191.17    565,272.10   sFT  0.99995065   -0 07 54.8
 AG1289;UTM  17      - 3,090,971.587   373,919.922   MT  0.99979620   -0 36 01.7
 AG1289
 AG1289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1289!SPC FL W     -   1.00000164  x   0.99995065  =   0.99995229
 AG1289!UTM  17      -   1.00000164  x   0.99979620  =   0.99979784
 AG1289
 AG1289:                Primary Azimuth Mark                     Grid Az
 AG1289:SPC FL W     -  14 V                                     270 12 41.0
 AG1289:UTM  17      -  14 V                                     270 40 47.9
 AG1289
 AG1289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7391990971(NAD 83)
 AG1289
 AG1289|---------------------------------------------------------------------|
 AG1289| PID    Reference Object                     Distance      Geod. Az  |
 AG1289|                                                           dddmmss.s |
 AG1289| AG1288 14 V                                APPROX. 0.8 KM 2700446.2 |
 AG1289|---------------------------------------------------------------------|
 AG1289
 AG1289                          SUPERSEDED SURVEY CONTROL
 AG1289
 AG1289  NAD 83(1986)-  27 56 16.05493(N)    082 16 53.47676(W) AD(       ) 3
 AG1289  NAD 27      -  27 56 14.97234(N)    082 16 54.14481(W) AD(       ) 3
 AG1289
 AG1289.Superseded values are not recommended for survey control.
 AG1289
 AG1289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1289.See file dsdata.pdf to determine how the superseded data were derived.
 AG1289
 AG1289_MARKER: DE = TRAVERSE STATION DISK
 AG1289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1289_STAMPING: 15 V 1943
 AG1289_MARK LOGO: CGS
 AG1289_PROJECTION: FLUSH
 AG1289_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG1289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1289+STABILITY: SURFACE MOTION
 AG1289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG1289+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2008
 AG1289
 AG1289  HISTORY     - Date     Condition        Report By
 AG1289  HISTORY     - 1943     MONUMENTED       CGS
 AG1289  HISTORY     - 1956     GOOD             CGS
 AG1289  HISTORY     - 1958     GOOD             CGS
 AG1289  HISTORY     - 1961     GOOD             CGS
 AG1289  HISTORY     - 20050203 GOOD             FLDEP
 AG1289  HISTORY     - 20080529 GOOD             FL-057
 AG1289  HISTORY     - 20110918 GOOD             GEOCAC
 AG1289
 AG1289                          STATION DESCRIPTION
 AG1289
 AG1289'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 AG1289'STATION AND REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.
 AG1289'
 AG1289'LOCATED 0.25 MI. E ALONG STATE ROAD 60 FROM THE INTERSECTION
 AG1289'OF PARSON AVENUE IN BRANDON, AT THE NW CORNER OF THE INTERSECTION
 AG1289'OF STATE ROAD 60 AND PINEWOOD AVENUE, 50.6 FT. N OF THE
 AG1289'CENTERLINE OF THE HIGHWAY, 24.4 FT. W OF THE CENTERLINE OF
 AG1289'PINEWOOD AVENUE, 14.3 FT. NE OF THE SE CEMETERY FENCE CORNER, 1
 AG1289'FT. E OF A FENCE, AND 0.7 FT. E OF A STATE ROAD DEPARTMENT
 AG1289'CONCRETE RIGHT-OF-WAY POST.  A STANDARD TRAVERSE DISK, STAMPED
 AG1289'15 V 1943 AND SET IN AN 8-IN. SQUARE CONCRETE MONUMENT
 AG1289'PROTRUDING 2 IN. ABOVE THE GROUND.
 AG1289'
 AG1289'REFERENCE MARK 1 IS N OF THE STATION, 18.5 FT. W OF THE
 AG1289'CENTERLINE OF PINEWOOD AVENUE, 2.4 FT. E OF A CEMETERY FENCE,
 AG1289'AND 41.5 FT. S OF THE NE FENCE CORNER.  A STANDARD REFERENCE-MARK
 AG1289'DISK, STAMPED RM 1 15 V 1943 AND SET IN AN 8-IN. SQUARE CONCRETE
 AG1289'MONUMENT PROTRUDING 4 IN. ABOVE THE GROUND.
 AG1289'
 AG1289'REFERENCE MARK 2 IS 1.8 FT. E OF THE STATION.  A U.S.C. AND G.S.
 AG1289'AND STATE SURVEY DISK, STAMPED F 51 AND SET IN A 6-IN. SQUARE
 AG1289'CONCRETE MONUMENT PROTRUDING 2 IN. ABOVE THE GROUND.
 AG1289'
 AG1289'THIS IS A TRAVERSE STATION.
 AG1289
 AG1289                          STATION RECOVERY (1958)
 AG1289
 AG1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AG1289'THIS STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN JULY,
 AG1289'1958, AND FOUND IN GOOD CONDITION.
 AG1289'
 AG1289'THE STATION IS LOCATED AT BRANDON, 0.2 MI. E OF THE POST OFFICE,
 AG1289'AT THE SE CORNER OF A SMALL CEMETERY, 57 FT. N-NE OF THE
 AG1289'INTERSECTION OF STATE HIGHWAY 60 AND PINEWOOD AVENUE, 49.5 FT. N
 AG1289'OF THE CENTERLINE OF THE HIGHWAY, 24 FT. W OF THE CENTERLINE OF
 AG1289'PINEWOOD AVENUE, 14 FT. N OF A FENCE CORNER, 23.5 FT. S OF A
 AG1289'POWER POLE AND 1.3 FT. E OF A FENCE, 0.6 FT. NE OF A CONCRETE
 AG1289'HIGHWAY RIGHT-OF-WAY MARKER.  A TRAVERSE-STATION DISK SET IN
 AG1289'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE
 AG1289'THE GROUND, STAMPED 15V 1943.
 AG1289'
 AG1289'REFERENCE MARK 1 IS 72.68 FT. N OF THE STATION, 86 FT. N OF A
 AG1289'FENCE CORNER, 47.5 FT. N OF A POWER POLE, 18 FT. W OF THE
 AG1289'CENTERLINE OF PINEWOOD AVENUE, 8 FT. N OF THE N END OF A STEEL
 AG1289'GATE AND 2.3 FT. E OF A FENCE.  A REFERENCE-MARK DISK SET IN
 AG1289'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE
 AG1289'THE GROUND, STAMPED 15V RM 1 1943.
 AG1289'
 AG1289'REFERENCE MARK 2 IS 1.81 FT. E OF THE STATION, 57 FT. N-NW OF
 AG1289'THE CENTERLINE OF THE INTERSECTION OF STATE HIGHWAY 60 AND
 AG1289'PINEWOOD AVENUE, 50 FT. N OF THE CENTERLINE OF THE HIGHWAY, 22.5
 AG1289'FT. W OF THE CENTERLINE OF PINEWOOD AVENUE, 14 FT. N OF A FENCE
 AG1289'CORNER, 24 FT. S OF A POWER POLE, 2.4 FT. E OF A CONCRETE
 AG1289'HIGHWAY RIGHT-OF-WAY MARKER, AND 3.1 FT. E OF A FENCE.  A
 AG1289'U.S. COAST AND GEODETIC SURVEY AND STATE SURVEY DISK SET IN
 AG1289'THE TOP OF A SQUARE CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE
 AG1289'THE GROUND, STAMPED F 51.
 AG1289
 AG1289                          STATION RECOVERY (1961)
 AG1289
 AG1289'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (VRS)
 AG1289'THE STATION AND R.M. 1 WERE RECOVERED IN MAY 1961 AND FOUND IN
 AG1289'GOOD CONDITION.  THE JULY 1958 DESCRIPTION IS ADEQUATE.  STEEL
 AG1289'WITNESS POSTS WERE SET BY BOTH MARKS.
 AG1289
 AG1289                          STATION RECOVERY (2005)
 AG1289
 AG1289'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG1289'RECOVERED AS DESCRIBED.
 AG1289
 AG1289                          STATION RECOVERY (2008)
 AG1289
 AG1289'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2008 (JG)
 AG1289'RECOVERED IN GOOD CONDITION.
 AG1289
 AG1289                          STATION RECOVERY (2011)
 AG1289
 AG1289'RECOVERY NOTE BY GEOCACHING 2011 (FJE)
 AG1289'THE STATION AND R.M. 1 WERE RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 CW6869 ***********************************************************************
 CW6869  DESIGNATION -  15 V RM 1
 CW6869  PID         -  CW6869
 CW6869  STATE/COUNTY-  FL/HILLSBOROUGH
 CW6869  COUNTRY     -  US
 CW6869  USGS QUAD   -  BRANDON (2018)
 CW6869
 CW6869                         *CURRENT SURVEY CONTROL
 CW6869  ______________________________________________________________________
 CW6869* NAD 83(1986) POSITION- 27 56 15.     (N) 082 16 53.     (W)   SCALED
 CW6869* NAVD 88 ORTHO HEIGHT -    15.154 (meters)       49.72  (feet) ADJUSTED
 CW6869  ______________________________________________________________________
 CW6869  GEOID HEIGHT    -        -25.187 (meters)                     GEOID18
 CW6869  DYNAMIC HEIGHT  -         15.132 (meters)       49.65  (feet) COMP
 CW6869  MODELED GRAVITY -    979,182.6   (mgal)                       NAVD 88
 CW6869
 CW6869  VERT ORDER      -  FIRST     CLASS II
 CW6869
 CW6869.The horizontal coordinates were scaled from a map and have
 CW6869.an estimated accuracy of +/- 6 seconds.
 CW6869
 CW6869.The orthometric height was determined by differential leveling and
 CW6869.adjusted by the NATIONAL GEODETIC SURVEY
 CW6869.in September 2007.
 CW6869
 CW6869.No vertical observational check was made to the station.
 CW6869
 CW6869.Significant digits in the geoid height do not necessarily reflect accuracy.
 CW6869.GEOID18 height accuracy estimate available here.
 CW6869
 CW6869.Click photographs - Photos may exist for this station.
 CW6869
 CW6869.The dynamic height is computed by dividing the NAVD 88
 CW6869.geopotential number by the normal gravity value computed on the
 CW6869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CW6869.degrees latitude (g = 980.6199 gals.).
 CW6869
 CW6869.The modeled gravity was interpolated from observed gravity values.
 CW6869
 CW6869;                    North         East    Units  Estimated Accuracy
 CW6869;SPC FL W     -   399,320.      172,310.      MT  (+/- 180 meters Scaled)
 CW6869
 CW6869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL739909(NAD 83)
 CW6869
 CW6869                          SUPERSEDED SURVEY CONTROL
 CW6869
 CW6869.No superseded survey control is available for this station.
 CW6869
 CW6869_MARKER: DR = REFERENCE MARK DISK
 CW6869_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 CW6869_STAMPING: RM 1 15 V 1943
 CW6869_MARK LOGO: CGS
 CW6869_PROJECTION: FLUSH
 CW6869_MAGNETIC: N = NO MAGNETIC MATERIAL
 CW6869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CW6869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CW6869+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2008
 CW6869
 CW6869  HISTORY     - Date     Condition        Report By
 CW6869  HISTORY     - 1943     MONUMENTED       CGS
 CW6869  HISTORY     - 20050203 GOOD             FLDEP
 CW6869  HISTORY     - 20080529 GOOD             FL-057
 CW6869
 CW6869                          STATION DESCRIPTION
 CW6869
 CW6869'DESCRIBED BY FL DEPT OF ENV PRO 2005 (BPJ)
 CW6869'THE MARK IS AT THE HISTORIC BRANDON FAMILY CEMETERY IN BRANDON, IN
 CW6869'SECTION 23, TOWNSHIP  29 SOUTH, RANGE 20 EAST.
 CW6869'
 CW6869'THE MARK IS AT THE INTERSECTION OF STATE ROAD 60, COUNTY ROAD 640 AND
 CW6869'PINEWOOD  AVENUE IN BRANDON, SET IN THE TOP OF AN 8-INCH SQUARE
 CW6869'CONCRETE MONUMENT FLUSH WITH  THE GROUND AND LEVEL WITH PINEWOOD
 CW6869'AVENUE.
 CW6869'
 CW6869'LOCATED 94.2 FT NORTH OF THE NORTH EDGE OF THE PAVEMENT OF STATE ROAD
 CW6869'60 WESTBOUND  LANES, 72.7 FT NORTH OF TRAVERSE DISK 15 V AND SURVEY
 CW6869'DISK F 51, 41.5 SOUTH OF THE  NORTHEAST CHAIN LINK FENCE CORNER POST,
 CW6869'18.5 FT WEST OF THE APPROXIMATE CENTERLINE OF  PINEWOOD AVENUE, 4.3 FT
 CW6869'EAST OF A CEMETERY CHAIN LINK FENCE AND 2.9 FT EAST OF A METAL
 CW6869'WITNESS POST.
 CW6869
 CW6869                          STATION RECOVERY (2008)
 CW6869
 CW6869'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2008 (JG)
 CW6869'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1922 ***********************************************************************
 BE1922  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1922  DESIGNATION -  15.022
 BE1922  PID         -  BE1922
 BE1922  STATE/COUNTY-  FL/WAKULLA
 BE1922  COUNTRY     -  US
 BE1922  USGS QUAD   -  SAINT MARKS (2018)
 BE1922
 BE1922                         *CURRENT SURVEY CONTROL
 BE1922  ______________________________________________________________________
 BE1922* NAD 83(1986) POSITION- 30 10 31.3    (N) 084 14 43.2    (W)   HD_HELD2
 BE1922* NAVD 88 ORTHO HEIGHT -     4.405 (meters)       14.45  (feet) ADJUSTED
 BE1922  ______________________________________________________________________
 BE1922  GEOID HEIGHT    -        -27.574 (meters)                     GEOID18
 BE1922  DYNAMIC HEIGHT  -          4.399 (meters)       14.43  (feet) COMP
 BE1922  MODELED GRAVITY -    979,330.4   (mgal)                       NAVD 88
 BE1922
 BE1922  VERT ORDER      -  FIRST     CLASS II
 BE1922
 BE1922.The horizontal coordinates were established by autonomous hand held GPS
 BE1922.observations and have an estimated accuracy of +/- 10 meters.
 BE1922
 BE1922.The orthometric height was determined by differential leveling and
 BE1922.adjusted by the NATIONAL GEODETIC SURVEY
 BE1922.in June 1991.
 BE1922
 BE1922.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1922.GEOID18 height accuracy estimate available here.
 BE1922
 BE1922.This Tidal Bench Mark is designated as VM 8294
 BE1922.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BE1922
 BE1922.Click photographs - Photos may exist for this station.
 BE1922
 BE1922.The dynamic height is computed by dividing the NAVD 88
 BE1922.geopotential number by the normal gravity value computed on the
 BE1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1922.degrees latitude (g = 980.6199 gals.).
 BE1922
 BE1922.The modeled gravity was interpolated from observed gravity values.
 BE1922
 BE1922;                    North         East    Units  Estimated Accuracy
 BE1922;SPC FL N     -   130,313.      624,527.      MT  (+/- 10 meters HH2 GPS)
 BE1922
 BE1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU6526341423(NAD 83)
 BE1922
 BE1922                          SUPERSEDED SURVEY CONTROL
 BE1922
 BE1922.No superseded survey control is available for this station.
 BE1922
 BE1922_STAMPING: 15.022
 BE1922_MARK LOGO: FLSRD
 BE1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE1922+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2008
 BE1922
 BE1922  HISTORY     - Date     Condition        Report By
 BE1922  HISTORY     - UNK      MONUMENTED       FLDT
 BE1922  HISTORY     - 1981     GOOD             NGS
 BE1922  HISTORY     - 1986     GOOD             FLDNR
 BE1922  HISTORY     - 19900227 GOOD             FLDNR
 BE1922  HISTORY     - 20081208 GOOD             FLDEP
 BE1922  HISTORY     - 20170906 MARK NOT FOUND   FLDEP
 BE1922  HISTORY     - 20180611 MARK NOT FOUND   FLDEP
 BE1922
 BE1922                          STATION DESCRIPTION
 BE1922
 BE1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BE1922'7.28 KM (4.55 MI) WSW FROM NEWPORT.
 BE1922'7.28 KILOMETERS (4.55 MILES) WEST-SOUTHWEST ALONG US HIGHWAY 98 FROM
 BE1922'THE WEST END OF THE HIGHWAY BRIDGE OVER ST. MARKS RIVER IN NEWPORT, TO
 BE1922'THE MARK ON THE LEFT,  IN TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 BE1922'ABUTMENT OF THE HIGHWAY BRIDGE OVER THE WAKULLA RIVER, 6.10 METERS
 BE1922'(20 FEET) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.68 METER
 BE1922'(2 FEET) EAST OF A METAL POST WITH SIGN (WAKULLA RIVER).
 BE1922'THE MARK IS 0.3 M ABOVE HIGHWAY.
 BE1922
 BE1922                          STATION RECOVERY (1986)
 BE1922
 BE1922'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BE1922'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 98 AND STATE ROAD 363 IN
 BE1922'ST. MARKS, GO 2.2 MILES SOUTHWEST ALONG U.S. 98 TO THE SOUTHEAST
 BE1922'CORNER OF THE LOWER BRIDGE OVER THE WAKULLA RIVER AND THE MARK.  THE
 BE1922'MARK BEARS 20.1 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 98.
 BE1922
 BE1922                          STATION RECOVERY (1990)
 BE1922
 BE1922'RECOVERY NOTE BY FL DEPT OF NAT RES 1990 (RML)
 BE1922'THE BENCH MARK IS LOCATED 3.0 MI (4.8 KM) NORTHWEST OF THE TOWN OF ST
 BE1922'MARKS IN SECTION 33 OF TOWNSHIP 3S RANGE 1E, WAKULLA COUNTY FLORIDA.
 BE1922'TO REACH THE MARK FROM ST MARKS GO NORTH ON STATE ROAD 363 FOR 2.6 MI
 BE1922'(4.2 KM) TO THE INTERSECTION OF STATE ROAD 363 AND U.S. HIGHWAY 98,
 BE1922'TURN LEFT AND GO SOUTHWEST ON U.S. HIGHWAY 98 FOR 2.1 MI (3.4 KM) TO
 BE1922'THE U.S. HIGHWAY 98 BRIDGE OVER THE WAKULLA RIVER, CROSS THE BRIDGE TO
 BE1922'THE SOUTHWEST SIDE AND THE MARK ON THE LEFT, SET IN THE ABUTMENT AT
 BE1922'THE SOUTHERN MOST PART OF THE BRIDGE. 20.1 FT (6.1 M) SOUTHEAST OF THE
 BE1922'CENTERLINE OF U.S. HIGHWAY 98, 2.0 FT (0.6 M) EAST OF A SIGN THAT
 BE1922'STATES WAKULLA RIVER AND ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE
 BE1922'HIGHWAY.
 BE1922
 BE1922                          STATION RECOVERY (2008)
 BE1922
 BE1922'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (PBM)
 BE1922'RECOVERED AS DESCRIBED.
 BE1922
 BE1922                          STATION RECOVERY (2017)
 BE1922
 BE1922'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (DMP)
 BE1922'NOT RECOVERED.
 BE1922
 BE1922                          STATION RECOVERY (2018)
 BE1922
 BE1922'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 BE1922'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 BE1922'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2183 ***********************************************************************
 AC2183  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2183  DESIGNATION -  15.491
 AC2183  PID         -  AC2183
 AC2183  STATE/COUNTY-  FL/MIAMI-DADE
 AC2183  COUNTRY     -  US
 AC2183  USGS QUAD   -  MIAMI (2018)
 AC2183
 AC2183                         *CURRENT SURVEY CONTROL
 AC2183  ______________________________________________________________________
 AC2183* NAD 83(1986) POSITION- 25 46 47.     (N) 080 11 08.     (W)   SCALED
 AC2183* NAVD 88 ORTHO HEIGHT -     4.161 (meters)       13.65  (feet) ADJUSTED
 AC2183  ______________________________________________________________________
 AC2183  GEOID HEIGHT    -        -25.530 (meters)                     GEOID18
 AC2183  DYNAMIC HEIGHT  -          4.155 (meters)       13.63  (feet) COMP
 AC2183  MODELED GRAVITY -    979,031.9   (mgal)                       NAVD 88
 AC2183
 AC2183  VERT ORDER      -  SECOND    CLASS 0
 AC2183
 AC2183.The horizontal coordinates were scaled from a map and have
 AC2183.an estimated accuracy of +/- 6 seconds.
 AC2183
 AC2183.The orthometric height was determined by differential leveling and
 AC2183.adjusted by the NATIONAL GEODETIC SURVEY
 AC2183.in June 1991.
 AC2183
 AC2183.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2183.GEOID18 height accuracy estimate available here.
 AC2183
 AC2183.This Tidal Bench Mark is designated as VM 5772
 AC2183.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC2183
 AC2183.Click photographs - Photos may exist for this station.
 AC2183
 AC2183.The dynamic height is computed by dividing the NAVD 88
 AC2183.geopotential number by the normal gravity value computed on the
 AC2183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2183.degrees latitude (g = 980.6199 gals.).
 AC2183
 AC2183.The modeled gravity was interpolated from observed gravity values.
 AC2183
 AC2183;                    North         East    Units  Estimated Accuracy
 AC2183;SPC FL E     -   160,470.      281,690.      MT  (+/- 180 meters Scaled)
 AC2183
 AC2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ816515(NAD 83)
 AC2183
 AC2183                          SUPERSEDED SURVEY CONTROL
 AC2183
 AC2183  NGVD 29 (??/??/92)    4.639  (m)           15.22   (f) SUPERSEDED  2 0
 AC2183  NGVD 29 (09/01/92)    4.636  (m)           15.21   (f) ADJUSTED    2 0
 AC2183
 AC2183.Superseded values are not recommended for survey control.
 AC2183
 AC2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2183.See file dsdata.pdf to determine how the superseded data were derived.
 AC2183
 AC2183_MARKER: N = NAIL
 AC2183_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC2183_SP_SET: BRIDGE
 AC2183_STAMPING: MIAMI EL 15.491
 AC2183_MARK LOGO: FL2010
 AC2183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC2183
 AC2183  HISTORY     - Date     Condition        Report By
 AC2183  HISTORY     - UNK      MONUMENTED       FL2010
 AC2183  HISTORY     - 1970     GOOD             NGS
 AC2183  HISTORY     - 1973     GOOD             NGS
 AC2183  HISTORY     - 1982     GOOD             FLDNR
 AC2183  HISTORY     - 1988     GOOD             USPSQD
 AC2183  HISTORY     - 20090801 GOOD             DCPW
 AC2183  HISTORY     - 20091209 MARK NOT FOUND   DCPWD
 AC2183
 AC2183                          STATION DESCRIPTION
 AC2183
 AC2183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2183'AT MIAMI.
 AC2183'AT MIAMI, 0.2 MILE EAST ALONG PORT BLVD FROM THE JUNCTION OF
 AC2183'BISCAYNE BLVD, AT THE SOUTHWEST CORNER OF THE ALFRED CANEL
 AC2183'BRIDGE AND ON TOP OF THE WING WALL (BRIDGE OVER THE INTRACOASTAL
 AC2183'WATERWAY), 35.6 FEET NORTH OF BENCH MARK MH 16 RM 1 (USE)
 AC2183'DESCRIBED, 6.8 FEET SOUTH OF THE SOUTH CURB OF THE BRIDGE, 3.6
 AC2183'FEET NORTHEAST OF THE SOUTHWEST END OF THE WING WALL AND 1 FOOT
 AC2183'ABOVE THE LEVEL OF THE SIDEWALK.
 AC2183
 AC2183                          STATION RECOVERY (1973)
 AC2183
 AC2183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2183'RECOVERED IN GOOD CONDITION.
 AC2183
 AC2183                          STATION RECOVERY (1982)
 AC2183
 AC2183'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2183'RECOVERED IN GOOD CONDITION.
 AC2183
 AC2183                          STATION RECOVERY (1988)
 AC2183
 AC2183'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC2183'RECOVERED IN GOOD CONDITION.
 AC2183
 AC2183                          STATION RECOVERY (2009)
 AC2183
 AC2183'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 2009
 AC2183'RECOVERED IN GOOD CONDITION.
 AC2183
 AC2183                          STATION RECOVERY (2009)
 AC2183
 AC2183'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2009 (MJW)
 AC2183'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0637 ***********************************************************************
 AC0637  DESIGNATION -  15.94
 AC0637  PID         -  AC0637
 AC0637  STATE/COUNTY-  FL/COLLIER
 AC0637  COUNTRY     -  US
 AC0637  USGS QUAD   -  EVERGLADES CITY (2018)
 AC0637
 AC0637                         *CURRENT SURVEY CONTROL
 AC0637  ______________________________________________________________________
 AC0637* NAD 83(2011) POSITION- 25 52 18.54505(N) 081 22 57.63281(W)   ADJUSTED
 AC0637* NAD 83(2011) ELLIP HT-   -19.134 (meters)        (06/27/12)   ADJUSTED
 AC0637* NAD 83(2011) EPOCH   -  2010.00
 AC0637* NAVD 88 ORTHO HEIGHT -     4.513 (meters)       14.81  (feet) ADJUSTED
 AC0637  ______________________________________________________________________
 AC0637  GEOID HEIGHT    -        -23.649 (meters)                     GEOID18
 AC0637  NAD 83(2011) X  -    860,425.915 (meters)                     COMP
 AC0637  NAD 83(2011) Y  - -5,677,689.703 (meters)                     COMP
 AC0637  NAD 83(2011) Z  -  2,766,282.966 (meters)                     COMP
 AC0637  LAPLACE CORR    -         -2.21  (seconds)                    DEFLEC18
 AC0637  DYNAMIC HEIGHT  -          4.505 (meters)       14.78  (feet) COMP
 AC0637  MODELED GRAVITY -    979,020.6   (mgal)                       NAVD 88
 AC0637
 AC0637  VERT ORDER      -  FIRST     CLASS I
 AC0637
 AC0637  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC0637  Standards:
 AC0637         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC0637            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC0637  -------------------------------------------------------------------
 AC0637  NETWORK    0.81   1.37           0.33   0.33   0.70     -0.02262238
 AC0637  -------------------------------------------------------------------
 AC0637  Click here for local accuracies and other accuracy information.
 AC0637
 AC0637.The horizontal coordinates were established by GPS observations
 AC0637.and adjusted by the National Geodetic Survey in June 2012.
 AC0637
 AC0637.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC0637.been affixed to the stable North American tectonic plate. See 
 AC0637.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC0637
 AC0637.The horizontal coordinates are valid at the epoch date displayed above
 AC0637.which is a decimal equivalence of Year/Month/Day.
 AC0637
 AC0637.The orthometric height was determined by differential leveling and
 AC0637.adjusted by the NATIONAL GEODETIC SURVEY
 AC0637.in September 1992.
 AC0637
 AC0637.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0637.GEOID18 height accuracy estimate available here.
 AC0637
 AC0637.Click photographs - Photos may exist for this station.
 AC0637
 AC0637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC0637
 AC0637.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC0637
 AC0637.The ellipsoidal height was determined by GPS observations
 AC0637.and is referenced to NAD 83.
 AC0637
 AC0637.The dynamic height is computed by dividing the NAVD 88
 AC0637.geopotential number by the normal gravity value computed on the
 AC0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0637.degrees latitude (g = 980.6199 gals.).
 AC0637
 AC0637.The modeled gravity was interpolated from observed gravity values.
 AC0637
 AC0637. The following values were computed from the NAD 83(2011) position.
 AC0637
 AC0637;                    North         East     Units Scale Factor Converg.
 AC0637;SPC FL E     -   170,470.677   161,647.971   MT  0.99995933   -0 10 01.2
 AC0637;SPC FL E     -   559,285.88    530,340.05   sFT  0.99995933   -0 10 01.2
 AC0637;UTM  17      - 2,861,544.495   461,661.056   MT  0.99961815   -0 10 01.2
 AC0637
 AC0637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC0637!SPC FL E     -   1.00000301  x   0.99995933  =   0.99996234
 AC0637!UTM  17      -   1.00000301  x   0.99961815  =   0.99962116
 AC0637
 AC0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6166161544(NAD 83)
 AC0637
 AC0637|---------------------------------------------------------------------|
 AC0637| PID    Reference Object                     Distance      Geod. Az  |
 AC0637|                                                           dddmmss.s |
 AC0637| AC0636 14.98                                69.640 METERS 17104     |
 AC0637|---------------------------------------------------------------------|
 AC0637
 AC0637                          SUPERSEDED SURVEY CONTROL
 AC0637
 AC0637  NAD 83(2007)-  25 52 18.54520(N)    081 22 57.63349(W) AD(2002.00) 0
 AC0637  ELLIP H (02/10/07)  -19.121  (m)                       GP(2002.00)    
 AC0637  NAD 83(1999)-  25 52 18.54516(N)    081 22 57.63343(W) AD(       ) 1
 AC0637  ELLIP H (12/12/02)  -19.123  (m)                       GP(       ) 4 1
 AC0637  NAVD 88               4.51   (m)           14.8    (f) LEVELING    3  
 AC0637  NAVD 88 (06/15/91)    4.513  (m)           14.81   (f) SUPERSEDED  1 1
 AC0637  NGVD 29 (??/??/92)    4.930  (m)           16.17   (f) SUPERSEDED  1 1
 AC0637  NGVD 29 (09/01/92)    4.930  (m)           16.17   (f) ADJUSTED    1 1
 AC0637
 AC0637.Superseded values are not recommended for survey control.
 AC0637
 AC0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0637.See file dsdata.pdf to determine how the superseded data were derived.
 AC0637
 AC0637_MARKER: DD = SURVEY DISK
 AC0637_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC0637_SP_SET: ABUTMENT
 AC0637_STAMPING: 15.94
 AC0637_MARK LOGO: FLSRD
 AC0637_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0637+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2008
 AC0637
 AC0637  HISTORY     - Date     Condition        Report By
 AC0637  HISTORY     - 1965     MONUMENTED       FLDT
 AC0637  HISTORY     - 1965     GOOD             CGS
 AC0637  HISTORY     - 1978     GOOD             FLDNR
 AC0637  HISTORY     - 1990     GOOD             USPSQD
 AC0637  HISTORY     - 19920226 GOOD             NGS
 AC0637  HISTORY     - 200110   GOOD             FOST
 AC0637  HISTORY     - 20020307 GOOD             MAPTEC
 AC0637  HISTORY     - 20050502 GOOD             USPSQD
 AC0637  HISTORY     - 20080712 GOOD             FLDEP
 AC0637  HISTORY     - 20130313 GOOD             FL-021
 AC0637  HISTORY     - 20150309 GOOD             GEOCAC
 AC0637
 AC0637                          STATION DESCRIPTION
 AC0637
 AC0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC0637'1 MI N FROM EVERGLADES.
 AC0637'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY 29 FROM THE CITY HALL
 AC0637'AT EVERGLADES, SET IN THE TOP OF THE SIDEWALK DIRECTLY OVER
 AC0637'THE WEST END OF THE NORTH CONCRETE ABUTMENT OF HIGHWAY BRIDGE
 AC0637'OVER BARRON RIVER, 3.0 FEET WEST OF THE WEST CURB OF THE BRIDGE,
 AC0637'2.2 FEET EAST OF THE NORTH END OF THE WEST CONCRETE BANISTER
 AC0637'OF THE BRIDGE, 228.0 FEET NORTHWEST OF AND ACROSS THE HIGHWAY
 AC0637'FROM B.M. 14.98 (S.R.D.) DESCRIBED AND ABOUT 1 FOOT ABOVE THE
 AC0637'LEVEL OF THE HIGHWAY.
 AC0637
 AC0637                          STATION RECOVERY (1978)
 AC0637
 AC0637'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AC0637'RECOVERED AD DESCRIBED.
 AC0637
 AC0637                          STATION RECOVERY (1990)
 AC0637
 AC0637'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0637'RECOVERED IN GOOD CONDITION.
 AC0637
 AC0637                          STATION RECOVERY (1992)
 AC0637
 AC0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0637'50.6 KM (31.45 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0637'OF STATE HIGHWAY 84 IN NAPLES, THENCE 4.7 KM (2.90 MI) SOUTHERLY
 AC0637'ALONG STATE HIGHWAY 29, IN TOP OF AND 1.4 M (4.6 FT) EAST OF THE WEST
 AC0637'END OF THE NORTH CONCRETE ABUTMENT OF A BRIDGE SPANNING BARRON RIVER,
 AC0637'5.4 M (17.7 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE HIGHWAY.
 AC0637
 AC0637                          STATION RECOVERY (2001)
 AC0637
 AC0637'RECOVERY NOTE BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AC0637'THE MONUMENT WAS RECOVERED AS DESCRIBED.
 AC0637'
 AC0637
 AC0637                          STATION RECOVERY (2002)
 AC0637
 AC0637'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0637'RECOVERED AS DESCRIBED
 AC0637'
 AC0637
 AC0637                          STATION RECOVERY (2005)
 AC0637
 AC0637'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AC0637'RECOVERED IN GOOD CONDITION.
 AC0637
 AC0637                          STATION RECOVERY (2008)
 AC0637
 AC0637'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AC0637'RECOVERED AS DESCRIBED.
 AC0637
 AC0637                          STATION RECOVERY (2013)
 AC0637
 AC0637'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0637'RECOVERED IN GOOD CONDITION.
 AC0637
 AC0637                          STATION RECOVERY (2015)
 AC0637
 AC0637'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC0637'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6304 ***********************************************************************
 AD6304  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6304  DESIGNATION -  15.94
 AD6304  PID         -  AD6304
 AD6304  STATE/COUNTY-  FL/COLLIER
 AD6304  COUNTRY     -  US
 AD6304  USGS QUAD   -  BONITA SPRINGS (2018)
 AD6304
 AD6304                         *CURRENT SURVEY CONTROL
 AD6304  ______________________________________________________________________
 AD6304* NAD 83(1986) POSITION- 26 17 26.3    (N) 081 49 06.6    (W)   HD_HELD2
 AD6304* NAVD 88 ORTHO HEIGHT -     4.461 (meters)       14.64  (feet) ADJUSTED
 AD6304  ______________________________________________________________________
 AD6304  GEOID HEIGHT    -        -23.787 (meters)                     GEOID18
 AD6304  DYNAMIC HEIGHT  -          4.453 (meters)       14.61  (feet) COMP
 AD6304  MODELED GRAVITY -    979,051.2   (mgal)                       NAVD 88
 AD6304
 AD6304  VERT ORDER      -  SECOND    CLASS I
 AD6304
 AD6304.The horizontal coordinates were established by autonomous hand held GPS
 AD6304.observations and have an estimated accuracy of +/- 10 meters.
 AD6304
 AD6304.The orthometric height was determined by differential leveling and
 AD6304.adjusted by the NATIONAL GEODETIC SURVEY
 AD6304.in June 1991.
 AD6304
 AD6304.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6304.GEOID18 height accuracy estimate available here.
 AD6304
 AD6304.This Tidal Bench Mark is designated as VM 10598
 AD6304.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6304
 AD6304.Click photographs - Photos may exist for this station.
 AD6304
 AD6304.The dynamic height is computed by dividing the NAVD 88
 AD6304.geopotential number by the normal gravity value computed on the
 AD6304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6304.degrees latitude (g = 980.6199 gals.).
 AD6304
 AD6304.The modeled gravity was interpolated from observed gravity values.
 AD6304
 AD6304;                    North         East    Units  Estimated Accuracy
 AD6304;SPC FL E     -   217,072.      118,259.      MT  (+/- 10 meters HH2 GPS)
 AD6304
 AD6304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1828708129(NAD 83)
 AD6304
 AD6304                          SUPERSEDED SURVEY CONTROL
 AD6304
 AD6304  NGVD 29 (09/01/92)    4.836  (m)           15.87   (f) ADJUSTED    2 1
 AD6304
 AD6304.Superseded values are not recommended for survey control.
 AD6304
 AD6304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6304.See file dsdata.pdf to determine how the superseded data were derived.
 AD6304
 AD6304_MARKER: DD = SURVEY DISK
 AD6304_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD6304_SP_SET: BRIDGE ABUTMENT
 AD6304_STAMPING: 15.94
 AD6304_MARK LOGO: FLSRD
 AD6304_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6304+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2008
 AD6304
 AD6304  HISTORY     - Date     Condition        Report By
 AD6304  HISTORY     - UNK      MONUMENTED       FLHD
 AD6304  HISTORY     - 1984     GOOD             FLDNR
 AD6304  HISTORY     - 1990     GOOD             USPSQD
 AD6304  HISTORY     - 19991231 GOOD             USPSQD
 AD6304  HISTORY     - 20080630 GOOD             FLDEP
 AD6304  HISTORY     - 20121022 MARK NOT FOUND   FL-021
 AD6304
 AD6304                          STATION DESCRIPTION
 AD6304
 AD6304'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6304'2.15 MI NNW FROM NAPLES PARK.
 AD6304'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6304'1 MILE WEST ON C 846 TO THE INTERSECTION OF COUNTY ROAD 901, GO 1.15
 AD6304'MILES NORTH ON COUNTY ROAD 901 TO A PAIR OF BRIDGES OVER THE
 AD6304'COCOHATCHEE RIVER.  THE MARK IS SET IN THE BRIDGE ABUTMENT AT THE
 AD6304'SOUTHEAST CORNER OF THE NORTHERN BRIDGE, 14 FEET EAST OF THE
 AD6304'CENTERLINE OF THE ROAD.
 AD6304
 AD6304                          STATION RECOVERY (1990)
 AD6304
 AD6304'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6304'RECOVERED IN GOOD CONDITION.
 AD6304
 AD6304                          STATION RECOVERY (1999)
 AD6304
 AD6304'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD6304'RECOVERED IN GOOD CONDITION.
 AD6304
 AD6304                          STATION RECOVERY (2008)
 AD6304
 AD6304'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6304'RECOVERED AS DESCRIBED.
 AD6304
 AD6304                          STATION RECOVERY (2012)
 AD6304
 AD6304'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD6304'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0063 ***********************************************************************
 AG0063  DESIGNATION -  150
 AG0063  PID         -  AG0063
 AG0063  STATE/COUNTY-  FL/PINELLAS
 AG0063  COUNTRY     -  US
 AG0063  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0063
 AG0063                         *CURRENT SURVEY CONTROL
 AG0063  ______________________________________________________________________
 AG0063* NAD 83(1986) POSITION- 27 44 55.     (N) 082 40 47.     (W)   SCALED
 AG0063* NAVD 88 ORTHO HEIGHT -     4.866 (meters)       15.96  (feet) ADJUSTED
 AG0063  ______________________________________________________________________
 AG0063  GEOID HEIGHT    -        -24.448 (meters)                     GEOID18
 AG0063  DYNAMIC HEIGHT  -          4.859 (meters)       15.94  (feet) COMP
 AG0063  MODELED GRAVITY -    979,172.9   (mgal)                       NAVD 88
 AG0063
 AG0063  VERT ORDER      -  SECOND    CLASS II
 AG0063
 AG0063.The horizontal coordinates were scaled from a map and have
 AG0063.an estimated accuracy of +/- 6 seconds.
 AG0063
 AG0063.The orthometric height was determined by differential leveling and
 AG0063.adjusted by the NATIONAL GEODETIC SURVEY
 AG0063.in June 1991.
 AG0063
 AG0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0063.GEOID18 height accuracy estimate available here.
 AG0063
 AG0063.Click photographs - Photos may exist for this station.
 AG0063
 AG0063.The dynamic height is computed by dividing the NAVD 88
 AG0063.geopotential number by the normal gravity value computed on the
 AG0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0063.degrees latitude (g = 980.6199 gals.).
 AG0063
 AG0063.The modeled gravity was interpolated from observed gravity values.
 AG0063
 AG0063;                    North         East    Units  Estimated Accuracy
 AG0063;SPC FL W     -   378,540.      132,990.      MT  (+/- 180 meters Scaled)
 AG0063
 AG0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344704(NAD 83)
 AG0063
 AG0063                          SUPERSEDED SURVEY CONTROL
 AG0063
 AG0063  NGVD 29 (??/??/92)    5.143  (m)           16.87   (f) ADJ UNCH    2 2
 AG0063
 AG0063.Superseded values are not recommended for survey control.
 AG0063
 AG0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0063.See file dsdata.pdf to determine how the superseded data were derived.
 AG0063
 AG0063_MARKER: DD = SURVEY DISK
 AG0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0063_MARK LOGO: FL2730
 AG0063_PROJECTION: PROJECTING 3 CENTIMETERS
 AG0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0063+STABILITY: SURFACE MOTION
 AG0063
 AG0063  HISTORY     - Date     Condition        Report By
 AG0063  HISTORY     - UNK      MONUMENTED       FL2730
 AG0063  HISTORY     - 1976     GOOD             FLDT
 AG0063  HISTORY     - 1977     GOOD             FL-103
 AG0063  HISTORY     - 19980112 MARK NOT FOUND   USPSQD
 AG0063  HISTORY     - 20050204 MARK NOT FOUND   USPSQD
 AG0063
 AG0063                          STATION DESCRIPTION
 AG0063
 AG0063'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0063'AT ST PETERSBURG.
 AG0063'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH
 AG0063'STREET SOUTH) AND PINELLAS BAYWAY (54TH AVENUE S./A19A), RUN
 AG0063'NORTHERLY ON U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND
 AG0063'AVENUE S.  STATION ON LEFT, IN THE NW CORNER OF INTERSECTION,
 AG0063'57.6 FT. WEST OF THE CENTERLINE OF U.S. 19, 46.4 FT. NORTH OF THE
 AG0063'CENTERLINE OF 22ND AVENUE SOUTH, 9.0 FT. SW OF POWER/SIGNAL/LIGHT
 AG0063'POLE, NO NUMBER, 5.5 FT. NW OF THE BACK OF THE CURB.  SET IN THE
 AG0063'TOP OF A CONCRETE POST THAT IS 1 INCH ABOVE THE GROUND.  SECTION
 AG0063'29, T31S, R16E.
 AG0063
 AG0063                          STATION RECOVERY (1977)
 AG0063
 AG0063'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0063'RECOVERED IN GOOD CONDITION.
 AG0063
 AG0063                          STATION RECOVERY (1998)
 AG0063
 AG0063'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0063'MARK NOT FOUND.
 AG0063
 AG0063                          STATION RECOVERY (2005)
 AG0063
 AG0063'RECOVERY NOTE BY US POWER SQUADRON 2005
 AG0063'EXTENSIVE CHANGES HAVE BEEN MADE AT THE INTERSECTION CONTAINING THE
 AG0063'MARKER, INCLUDING A WIDENING OF THE ROAD (22ND AVE. SOUTH) WITH NEW
 AG0063'TRAFFIC SIGNALS AND LIGHT FIXTURES. THERE IS ALSO A COMMERCIAL SIGN
 AG0063'CLOSE TO THE MARKER LOCATION. I SUSPECT THE MARKER HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0064 ***********************************************************************
 AG0064  DESIGNATION -  150
 AG0064  PID         -  AG0064
 AG0064  STATE/COUNTY-  FL/PINELLAS
 AG0064  COUNTRY     -  US
 AG0064  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0064
 AG0064                         *CURRENT SURVEY CONTROL
 AG0064  ______________________________________________________________________
 AG0064* NAD 83(1986) POSITION- 27 57 37.     (N) 082 43 47.     (W)   SCALED
 AG0064* NAVD 88 ORTHO HEIGHT -    22.534 (meters)       73.93  (feet) ADJUSTED
 AG0064  ______________________________________________________________________
 AG0064  GEOID HEIGHT    -        -24.732 (meters)                     GEOID18
 AG0064  DYNAMIC HEIGHT  -         22.501 (meters)       73.82  (feet) COMP
 AG0064  MODELED GRAVITY -    979,187.7   (mgal)                       NAVD 88
 AG0064
 AG0064  VERT ORDER      -  SECOND    CLASS II
 AG0064
 AG0064.The horizontal coordinates were scaled from a map and have
 AG0064.an estimated accuracy of +/- 6 seconds.
 AG0064
 AG0064.The orthometric height was determined by differential leveling and
 AG0064.adjusted by the NATIONAL GEODETIC SURVEY
 AG0064.in June 1991.
 AG0064
 AG0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0064.GEOID18 height accuracy estimate available here.
 AG0064
 AG0064.Click photographs - Photos may exist for this station.
 AG0064
 AG0064.The dynamic height is computed by dividing the NAVD 88
 AG0064.geopotential number by the normal gravity value computed on the
 AG0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0064.degrees latitude (g = 980.6199 gals.).
 AG0064
 AG0064.The modeled gravity was interpolated from observed gravity values.
 AG0064
 AG0064;                    North         East    Units  Estimated Accuracy
 AG0064;SPC FL W     -   402,020.      128,200.      MT  (+/- 180 meters Scaled)
 AG0064
 AG0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298940(NAD 83)
 AG0064
 AG0064                          SUPERSEDED SURVEY CONTROL
 AG0064
 AG0064  NGVD 29 (??/??/92)   22.796  (m)           74.79   (f) ADJ UNCH    2 2
 AG0064
 AG0064.Superseded values are not recommended for survey control.
 AG0064
 AG0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0064.See file dsdata.pdf to determine how the superseded data were derived.
 AG0064
 AG0064_MARKER: DD = SURVEY DISK
 AG0064_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0064_SP_SET: LANE DIVIDER
 AG0064_STAMPING: 150
 AG0064_MARK LOGO: FLHD
 AG0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0064+STABILITY: SURFACE MOTION
 AG0064
 AG0064  HISTORY     - Date     Condition        Report By
 AG0064  HISTORY     - UNK      MONUMENTED       FLHD
 AG0064  HISTORY     - 1975     GOOD             FLDT
 AG0064
 AG0064                          STATION DESCRIPTION
 AG0064
 AG0064'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0064'AT CLEARWATER.
 AG0064'STATION IS LOCATED AT THE INTERSECTION OF U.S. 19 AND S.R. 60
 AG0064'(GULF TO BAY BLVD.).  STATION IS LOCATED ON TOP OF THE OVERPASS,
 AG0064'1.8 FT. SOUTH OF THE SOUTH ABUTMENT, 107.5 FT. SOUTH OF THE
 AG0064'CENTERLINE OF S.R. 60.  SET IN TOP OF THE CONCRETE LANE DIVIDER.
 AG0064'SECTION 17, T29S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0052 ***********************************************************************
 AG0052  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0052  DESIGNATION -  151
 AG0052  PID         -  AG0052
 AG0052  STATE/COUNTY-  FL/PINELLAS
 AG0052  COUNTRY     -  US
 AG0052  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0052
 AG0052                         *CURRENT SURVEY CONTROL
 AG0052  ______________________________________________________________________
 AG0052* NAD 83(1986) POSITION- 27 56 13.     (N) 082 43 47.     (W)   SCALED
 AG0052* NAVD 88 ORTHO HEIGHT -     2.052 (meters)        6.73  (feet) ADJUSTED
 AG0052  ______________________________________________________________________
 AG0052  GEOID HEIGHT    -        -24.688 (meters)                     GEOID18
 AG0052  DYNAMIC HEIGHT  -          2.049 (meters)        6.72  (feet) COMP
 AG0052  MODELED GRAVITY -    979,186.6   (mgal)                       NAVD 88
 AG0052
 AG0052  VERT ORDER      -  SECOND    CLASS I
 AG0052
 AG0052.The horizontal coordinates were scaled from a map and have
 AG0052.an estimated accuracy of +/- 6 seconds.
 AG0052
 AG0052.The orthometric height was determined by differential leveling and
 AG0052.adjusted by the NATIONAL GEODETIC SURVEY
 AG0052.in June 1991.
 AG0052
 AG0052.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0052.GEOID18 height accuracy estimate available here.
 AG0052
 AG0052.This Tidal Bench Mark is designated as VM 7507
 AG0052.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0052
 AG0052.Click photographs - Photos may exist for this station.
 AG0052
 AG0052.The dynamic height is computed by dividing the NAVD 88
 AG0052.geopotential number by the normal gravity value computed on the
 AG0052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0052.degrees latitude (g = 980.6199 gals.).
 AG0052
 AG0052.The modeled gravity was interpolated from observed gravity values.
 AG0052
 AG0052;                    North         East    Units  Estimated Accuracy
 AG0052;SPC FL W     -   399,440.      128,190.      MT  (+/- 180 meters Scaled)
 AG0052
 AG0052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298914(NAD 83)
 AG0052
 AG0052                          SUPERSEDED SURVEY CONTROL
 AG0052
 AG0052  NGVD 29 (??/??/92)    2.315  (m)            7.60   (f) ADJ UNCH    2 1
 AG0052
 AG0052.Superseded values are not recommended for survey control.
 AG0052
 AG0052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0052.See file dsdata.pdf to determine how the superseded data were derived.
 AG0052
 AG0052_MARKER: DD = SURVEY DISK
 AG0052_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0052_SP_SET: BRIDGE ABUTMENT
 AG0052_STAMPING: 151
 AG0052_MARK LOGO: FLHD
 AG0052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0052
 AG0052  HISTORY     - Date     Condition        Report By
 AG0052  HISTORY     - UNK      MONUMENTED       FLHD
 AG0052  HISTORY     - 1975     GOOD             FLDT
 AG0052  HISTORY     - 1976     GOOD             NGS
 AG0052  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 AG0052
 AG0052                          STATION DESCRIPTION
 AG0052
 AG0052'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0052'0.2 MI E FROM CLEARWATER.
 AG0052'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 60
 AG0052'(GULF TO BAY BLVD.), RUN SOUTHERLY ALONG U.S. 19 FOR 1.7 MILE
 AG0052'TO ALLENS CREEK.  STATION ON LEFT, IN THE NE CORNER OF THE
 AG0052'NORTHBOUND BRIDGE,.  SET IN TOP OF THE CONCRETE ABUTMENT, EAST
 AG0052'OF CONCRETE HANDRAIL.  SECTION 29, T 29S, R 16E.
 AG0052
 AG0052                          STATION RECOVERY (1976)
 AG0052
 AG0052'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AG0052'RECOVERED IN GOOD CONDITION.
 AG0052
 AG0052                          STATION RECOVERY (1983)
 AG0052
 AG0052'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AG0052'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0053 ***********************************************************************
 AG0053  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0053  DESIGNATION -  152
 AG0053  PID         -  AG0053
 AG0053  STATE/COUNTY-  FL/PINELLAS
 AG0053  COUNTRY     -  US
 AG0053  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0053
 AG0053                         *CURRENT SURVEY CONTROL
 AG0053  ______________________________________________________________________
 AG0053* NAD 83(1986) POSITION- 27 56 13.     (N) 082 43 47.     (W)   SCALED
 AG0053* NAVD 88 ORTHO HEIGHT -     2.066 (meters)        6.78  (feet) ADJUSTED
 AG0053  ______________________________________________________________________
 AG0053  GEOID HEIGHT    -        -24.688 (meters)                     GEOID18
 AG0053  DYNAMIC HEIGHT  -          2.063 (meters)        6.77  (feet) COMP
 AG0053  MODELED GRAVITY -    979,186.6   (mgal)                       NAVD 88
 AG0053
 AG0053  VERT ORDER      -  SECOND    CLASS II
 AG0053
 AG0053.The horizontal coordinates were scaled from a map and have
 AG0053.an estimated accuracy of +/- 6 seconds.
 AG0053
 AG0053.The orthometric height was determined by differential leveling and
 AG0053.adjusted by the NATIONAL GEODETIC SURVEY
 AG0053.in June 1991.
 AG0053
 AG0053.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0053.GEOID18 height accuracy estimate available here.
 AG0053
 AG0053.This Tidal Bench Mark is designated as VM 7508
 AG0053.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0053
 AG0053.Click photographs - Photos may exist for this station.
 AG0053
 AG0053.The dynamic height is computed by dividing the NAVD 88
 AG0053.geopotential number by the normal gravity value computed on the
 AG0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0053.degrees latitude (g = 980.6199 gals.).
 AG0053
 AG0053.The modeled gravity was interpolated from observed gravity values.
 AG0053
 AG0053;                    North         East    Units  Estimated Accuracy
 AG0053;SPC FL W     -   399,440.      128,190.      MT  (+/- 180 meters Scaled)
 AG0053
 AG0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298914(NAD 83)
 AG0053
 AG0053                          SUPERSEDED SURVEY CONTROL
 AG0053
 AG0053  NGVD 29 (??/??/92)    2.329  (m)            7.64   (f) ADJ UNCH    2 2
 AG0053
 AG0053.Superseded values are not recommended for survey control.
 AG0053
 AG0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0053.See file dsdata.pdf to determine how the superseded data were derived.
 AG0053
 AG0053_MARKER: DD = SURVEY DISK
 AG0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0053_SP_SET: BRIDGE ABUTMENT
 AG0053_STAMPING: 152
 AG0053_MARK LOGO: FLHD
 AG0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0053
 AG0053  HISTORY     - Date     Condition        Report By
 AG0053  HISTORY     - UNK      MONUMENTED       FLHD
 AG0053  HISTORY     - 1975     GOOD             FLDT
 AG0053
 AG0053                          STATION DESCRIPTION
 AG0053
 AG0053'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0053'0.2 MI E FROM CLEARWATER.
 AG0053'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 60
 AG0053'(GULF TO BAY BLVD.), RUN SOUTHERLY ALONG U.S. 19 FOR 1.7 MILE
 AG0053'TO ALLENS CREEK.  STATION ON RIGHT, IN THE SOUTHEAST CORNER
 AG0053'OF THE SOUTHBOUND BRIDGE.  SET IN THE TOP OF THE CONCRETE
 AG0053'ABUTMENT, ON WEST SIDE OF CONCRETE HANDRAIL.  SECTION 30, T 29S,
 AG0053'R 16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0054 ***********************************************************************
 AG0054  DESIGNATION -  153
 AG0054  PID         -  AG0054
 AG0054  STATE/COUNTY-  FL/PINELLAS
 AG0054  COUNTRY     -  US
 AG0054  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0054
 AG0054                         *CURRENT SURVEY CONTROL
 AG0054  ______________________________________________________________________
 AG0054* NAD 83(1986) POSITION- 27 55 01.     (N) 082 43 29.     (W)   SCALED
 AG0054* NAVD 88 ORTHO HEIGHT -     4.160 (meters)       13.65  (feet) ADJUSTED
 AG0054  ______________________________________________________________________
 AG0054  GEOID HEIGHT    -        -24.657 (meters)                     GEOID18
 AG0054  DYNAMIC HEIGHT  -          4.154 (meters)       13.63  (feet) COMP
 AG0054  MODELED GRAVITY -    979,185.6   (mgal)                       NAVD 88
 AG0054
 AG0054  VERT ORDER      -  SECOND    CLASS II
 AG0054
 AG0054.The horizontal coordinates were scaled from a map and have
 AG0054.an estimated accuracy of +/- 6 seconds.
 AG0054
 AG0054.The orthometric height was determined by differential leveling and
 AG0054.adjusted by the NATIONAL GEODETIC SURVEY
 AG0054.in June 1991.
 AG0054
 AG0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0054.GEOID18 height accuracy estimate available here.
 AG0054
 AG0054.Click photographs - Photos may exist for this station.
 AG0054
 AG0054.The dynamic height is computed by dividing the NAVD 88
 AG0054.geopotential number by the normal gravity value computed on the
 AG0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0054.degrees latitude (g = 980.6199 gals.).
 AG0054
 AG0054.The modeled gravity was interpolated from observed gravity values.
 AG0054
 AG0054;                    North         East    Units  Estimated Accuracy
 AG0054;SPC FL W     -   397,220.      128,660.      MT  (+/- 180 meters Scaled)
 AG0054
 AG0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL302891(NAD 83)
 AG0054
 AG0054                          SUPERSEDED SURVEY CONTROL
 AG0054
 AG0054  NGVD 29 (??/??/92)    4.423  (m)           14.51   (f) ADJ UNCH    2 2
 AG0054
 AG0054.Superseded values are not recommended for survey control.
 AG0054
 AG0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0054.See file dsdata.pdf to determine how the superseded data were derived.
 AG0054
 AG0054_MARKER: DD = SURVEY DISK
 AG0054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0054_SP_SET: BOX CULVERT
 AG0054_STAMPING: 153
 AG0054_MARK LOGO: FLHD
 AG0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0054+STABILITY: SURFACE MOTION
 AG0054
 AG0054  HISTORY     - Date     Condition        Report By
 AG0054  HISTORY     - UNK      MONUMENTED       FLHD
 AG0054  HISTORY     - 1975     GOOD             FLDT
 AG0054  HISTORY     - 1983     GOOD             LOCSUR
 AG0054  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0054
 AG0054                          STATION DESCRIPTION
 AG0054
 AG0054'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0054'0.5 MI E FROM LARGO.
 AG0054'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. S-686
 AG0054'(EAST BAY DRIVE), RUN EASTERLY ALONG S.R. S-686 FOR 0.3 MILE.
 AG0054'STATION ON LEFT, 35.6 FT. EAST OF THE WEST END OF BOX CULVERT.
 AG0054'SET IN TOP OF CONCRETE BOX CULVERT.  SECTION 32, T 29S, R 16E
 AG0054
 AG0054                          STATION RECOVERY (1983)
 AG0054
 AG0054'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AG0054'IT IS WEST OF DRIVEWAY INTO WESTMINSTER APARMENTS. SOUTHEAST OF
 AG0054'UTILITY POLE 1-35152.
 AG0054
 AG0054                          STATION RECOVERY (1989)
 AG0054
 AG0054'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AG0054'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0055 ***********************************************************************
 AG0055  DESIGNATION -  154
 AG0055  PID         -  AG0055
 AG0055  STATE/COUNTY-  FL/PINELLAS
 AG0055  COUNTRY     -  US
 AG0055  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0055
 AG0055                         *CURRENT SURVEY CONTROL
 AG0055  ______________________________________________________________________
 AG0055* NAD 83(1986) POSITION- 27 55 01.     (N) 082 43 05.     (W)   SCALED
 AG0055* NAVD 88 ORTHO HEIGHT -     4.110 (meters)       13.48  (feet) ADJUSTED
 AG0055  ______________________________________________________________________
 AG0055  GEOID HEIGHT    -        -24.665 (meters)                     GEOID18
 AG0055  DYNAMIC HEIGHT  -          4.104 (meters)       13.46  (feet) COMP
 AG0055  MODELED GRAVITY -    979,185.5   (mgal)                       NAVD 88
 AG0055
 AG0055  VERT ORDER      -  SECOND    CLASS II
 AG0055
 AG0055.The horizontal coordinates were scaled from a map and have
 AG0055.an estimated accuracy of +/- 6 seconds.
 AG0055
 AG0055.The orthometric height was determined by differential leveling and
 AG0055.adjusted by the NATIONAL GEODETIC SURVEY
 AG0055.in June 1991.
 AG0055
 AG0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0055.GEOID18 height accuracy estimate available here.
 AG0055
 AG0055.Click photographs - Photos may exist for this station.
 AG0055
 AG0055.The dynamic height is computed by dividing the NAVD 88
 AG0055.geopotential number by the normal gravity value computed on the
 AG0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0055.degrees latitude (g = 980.6199 gals.).
 AG0055
 AG0055.The modeled gravity was interpolated from observed gravity values.
 AG0055
 AG0055;                    North         East    Units  Estimated Accuracy
 AG0055;SPC FL W     -   397,210.      129,320.      MT  (+/- 180 meters Scaled)
 AG0055
 AG0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL309891(NAD 83)
 AG0055
 AG0055                          SUPERSEDED SURVEY CONTROL
 AG0055
 AG0055  NGVD 29 (??/??/92)    4.373  (m)           14.35   (f) ADJ UNCH    2 2
 AG0055
 AG0055.Superseded values are not recommended for survey control.
 AG0055
 AG0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0055.See file dsdata.pdf to determine how the superseded data were derived.
 AG0055
 AG0055_MARKER: DD = SURVEY DISK
 AG0055_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0055_SP_SET: CULVERT HEADWALL
 AG0055_STAMPING: 154
 AG0055_MARK LOGO: FLHD
 AG0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0055+STABILITY: SURFACE MOTION
 AG0055
 AG0055  HISTORY     - Date     Condition        Report By
 AG0055  HISTORY     - UNK      MONUMENTED       FLHD
 AG0055  HISTORY     - 1975     GOOD             FLDT
 AG0055  HISTORY     - 1983     GOOD             LOCSUR
 AG0055  HISTORY     - 1989     GOOD             USPSQD
 AG0055
 AG0055                          STATION DESCRIPTION
 AG0055
 AG0055'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0055'0.8 MI E FROM LARGO.
 AG0055'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. S-686
 AG0055'(EAST BAY DRIVE), RUN EASTERLY ALONG S.R. S-686 FOR 0.7 MILE.
 AG0055'STATION ON RIGHT, 52.0 FT. SOUTH OF THE CENTERLINE OF S.R. S-686,
 AG0055'296.0 FT. EAST OF THE CENTERLINE OF 61ST STREET N., 2.3 FT.
 AG0055'EAST OF THE WEST END OF PIPE CULVERT.  SET IN THE TOP OF A
 AG0055'CONCRETE HEADWALL.  SECTION 32, T 29S, R 16E
 AG0055
 AG0055                          STATION RECOVERY (1983)
 AG0055
 AG0055'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AG0055'RECOVERED IN GOOD CONDITION.
 AG0055
 AG0055                          STATION RECOVERY (1989)
 AG0055
 AG0055'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AG0055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1986 ***********************************************************************
 AG1986  DESIGNATION -  154
 AG1986  PID         -  AG1986
 AG1986  STATE/COUNTY-  FL/MANATEE
 AG1986  COUNTRY     -  US
 AG1986  USGS QUAD   -  BRADENTON BEACH (2018)
 AG1986
 AG1986                         *CURRENT SURVEY CONTROL
 AG1986  ______________________________________________________________________
 AG1986* NAD 83(1986) POSITION- 27 28 39.     (N) 082 42 12.     (W)   SCALED
 AG1986* NAVD 88 ORTHO HEIGHT -     1.277 (meters)        4.19  (feet) ADJUSTED
 AG1986  ______________________________________________________________________
 AG1986  GEOID HEIGHT    -        -24.346 (meters)                     GEOID18
 AG1986  DYNAMIC HEIGHT  -          1.275 (meters)        4.18  (feet) COMP
 AG1986  MODELED GRAVITY -    979,141.9   (mgal)                       NAVD 88
 AG1986
 AG1986  VERT ORDER      -  FIRST     CLASS I
 AG1986
 AG1986.The horizontal coordinates were scaled from a map and have
 AG1986.an estimated accuracy of +/- 6 seconds.
 AG1986
 AG1986.The orthometric height was determined by differential leveling and
 AG1986.adjusted by the NATIONAL GEODETIC SURVEY
 AG1986.in June 1991.
 AG1986
 AG1986.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1986.GEOID18 height accuracy estimate available here.
 AG1986
 AG1986.Click photographs - Photos may exist for this station.
 AG1986
 AG1986.The dynamic height is computed by dividing the NAVD 88
 AG1986.geopotential number by the normal gravity value computed on the
 AG1986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1986.degrees latitude (g = 980.6199 gals.).
 AG1986
 AG1986.The modeled gravity was interpolated from observed gravity values.
 AG1986
 AG1986;                    North         East    Units  Estimated Accuracy
 AG1986;SPC FL W     -   348,510.      130,490.      MT  (+/- 180 meters Scaled)
 AG1986
 AG1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL317404(NAD 83)
 AG1986
 AG1986                          SUPERSEDED SURVEY CONTROL
 AG1986
 AG1986  NGVD 29 (09/01/92)    1.578  (m)            5.18   (f) ADJUSTED    1 1
 AG1986
 AG1986.Superseded values are not recommended for survey control.
 AG1986
 AG1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1986.See file dsdata.pdf to determine how the superseded data were derived.
 AG1986
 AG1986_MARKER: DD = SURVEY DISK
 AG1986_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AG1986_STAMPING: 154
 AG1986_MARK LOGO: FL-081
 AG1986_PROJECTION: PROJECTING 30 CENTIMETERS
 AG1986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1986
 AG1986  HISTORY     - Date     Condition        Report By
 AG1986  HISTORY     - UNK      MONUMENTED       FL-081
 AG1986  HISTORY     - 1966     GOOD             CGS
 AG1986  HISTORY     - 1976     GOOD             NGS
 AG1986  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG1986  HISTORY     - 20081125 MARK NOT FOUND   FL-081
 AG1986
 AG1986                          STATION DESCRIPTION
 AG1986
 AG1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG1986'0.7 MI N FROM BRADENTON BEACH.
 AG1986'ABOUT 0.7 MILE NORTH ALONG STATE HIGHWAY 789 FROM THE JUNCTION
 AG1986'OF STATE HIGHWAY 864 AT BRADENTON BEACH, NEAR THE NORTH END OF
 AG1986'A S CURVE IN THE HIGHWAY, NEAR THE JUNCTION OF 22ND STREET N.,
 AG1986'NEAR THE HIGH WATER LINE OF THE BEACH, 48.0 FEET WEST OF THE
 AG1986'CENTER LINE OF THE HIGHWAY, 22 FEET SOUTH OF THE EXTENDED CENTER
 AG1986'LINE OF THE STREET, 5.5 FEET SOUTH OF THE SOUTHWEST CORNER OF
 AG1986'A COTTAGE, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 AG1986'SET IN THE TOP OF A 4-INCH SQUARE CONCRETE POST PROJECTING
 AG1986'1 FOOT.  NOTE-- CHIPPED ON N SIDE.
 AG1986
 AG1986                          STATION RECOVERY (1976)
 AG1986
 AG1986'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AG1986'RECOVERED IN GOOD CONDITION.
 AG1986
 AG1986                          STATION RECOVERY (1989)
 AG1986
 AG1986'RECOVERY NOTE BY US POWER SQUADRON 1989 (PAK)
 AG1986'MARK NOT FOUND.
 AG1986
 AG1986                          STATION RECOVERY (2008)
 AG1986
 AG1986'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (JA)
 AG1986'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE2899 ***********************************************************************
 BE2899  DESIGNATION -  154 15 WLC USGS
 BE2899  PID         -  BE2899
 BE2899  STATE/COUNTY-  FL/CALHOUN
 BE2899  COUNTRY     -  US
 BE2899  USGS QUAD   -  JUNIPER CREEK (2018)
 BE2899
 BE2899                         *CURRENT SURVEY CONTROL
 BE2899  ______________________________________________________________________
 BE2899* NAD 83(1986) POSITION- 30 25 55.     (N) 085 19 45.     (W)   SCALED
 BE2899* NAVD 88 ORTHO HEIGHT -    46.832 (meters)      153.65  (feet) ADJUSTED
 BE2899  ______________________________________________________________________
 BE2899  GEOID HEIGHT    -        -28.136 (meters)                     GEOID18
 BE2899  DYNAMIC HEIGHT  -         46.770 (meters)      153.44  (feet) COMP
 BE2899  MODELED GRAVITY -    979,326.5   (mgal)                       NAVD 88
 BE2899
 BE2899  VERT ORDER      -  SECOND    CLASS I
 BE2899
 BE2899.The horizontal coordinates were scaled from a map and have
 BE2899.an estimated accuracy of +/- 6 seconds.
 BE2899
 BE2899.The orthometric height was determined by differential leveling and
 BE2899.adjusted by the NATIONAL GEODETIC SURVEY
 BE2899.in June 1991.
 BE2899
 BE2899.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE2899.GEOID18 height accuracy estimate available here.
 BE2899
 BE2899.Click photographs - Photos may exist for this station.
 BE2899
 BE2899.The dynamic height is computed by dividing the NAVD 88
 BE2899.geopotential number by the normal gravity value computed on the
 BE2899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2899.degrees latitude (g = 980.6199 gals.).
 BE2899
 BE2899.The modeled gravity was interpolated from observed gravity values.
 BE2899
 BE2899;                    North         East    Units  Estimated Accuracy
 BE2899;SPC FL N     -   159,020.      520,350.      MT  (+/- 180 meters Scaled)
 BE2899
 BE2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU604678(NAD 83)
 BE2899
 BE2899                          SUPERSEDED SURVEY CONTROL
 BE2899
 BE2899.No superseded survey control is available for this station.
 BE2899
 BE2899_MARKER: DB = BENCH MARK DISK
 BE2899_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE2899_SP_SET: CONCRETE CULVERT HEADWALL
 BE2899_STAMPING: 154 15 WLC 1976
 BE2899_MARK LOGO: USGS
 BE2899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2899+STABILITY: SURFACE MOTION
 BE2899
 BE2899  HISTORY     - Date     Condition        Report By
 BE2899  HISTORY     - 1976     MONUMENTED       USGS
 BE2899  HISTORY     - 1980     GOOD             FLDNR
 BE2899  HISTORY     - 19961009 MARK NOT FOUND   USPSQD
 BE2899
 BE2899                          STATION DESCRIPTION
 BE2899
 BE2899'DESCRIBED BY FL DEPT OF NAT RES 1980
 BE2899'10.0 MI WEST FROM CLARKSVILLE.
 BE2899'BEGIN AT THE U.S. POST OFFICE IN CLARKSVILLE, PROCEED 10.0 MILES WEST
 BE2899'ALONG STATE HIGHWAY 20 TO THE MARK.  THE MARK BEARS 29.5 FEET
 BE2899'NORTHEAST OF HIGHWAY 20 CENTERLINE, AND IS SET IN THE TOP OF THE
 BE2899'SOUTHEAST END OF THE CULVERT HEADWALL, 0.8 FOOT FROM THE EDGE.
 BE2899'THE MARK IS 1 FT BELOW HIGHWAY.
 BE2899
 BE2899                          STATION RECOVERY (1996)
 BE2899
 BE2899'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE2899'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0057 ***********************************************************************
 AG0057  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0057  DESIGNATION -  155
 AG0057  PID         -  AG0057
 AG0057  STATE/COUNTY-  FL/PINELLAS
 AG0057  COUNTRY     -  US
 AG0057  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0057
 AG0057                         *CURRENT SURVEY CONTROL
 AG0057  ______________________________________________________________________
 AG0057* NAD 83(1986) POSITION- 27 54 37.     (N) 082 42 11.     (W)   SCALED
 AG0057* NAVD 88 ORTHO HEIGHT -     2.434 (meters)        7.99  (feet) ADJUSTED
 AG0057  ______________________________________________________________________
 AG0057  GEOID HEIGHT    -        -24.671 (meters)                     GEOID18
 AG0057  DYNAMIC HEIGHT  -          2.430 (meters)        7.97  (feet) COMP
 AG0057  MODELED GRAVITY -    979,185.0   (mgal)                       NAVD 88
 AG0057
 AG0057  VERT ORDER      -  SECOND    CLASS I
 AG0057
 AG0057.The horizontal coordinates were scaled from a map and have
 AG0057.an estimated accuracy of +/- 6 seconds.
 AG0057
 AG0057.The orthometric height was determined by differential leveling and
 AG0057.adjusted by the NATIONAL GEODETIC SURVEY
 AG0057.in June 1991.
 AG0057
 AG0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0057.GEOID18 height accuracy estimate available here.
 AG0057
 AG0057.This Tidal Bench Mark is designated as VM 6809
 AG0057.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0057
 AG0057.Click photographs - Photos may exist for this station.
 AG0057
 AG0057.The dynamic height is computed by dividing the NAVD 88
 AG0057.geopotential number by the normal gravity value computed on the
 AG0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0057.degrees latitude (g = 980.6199 gals.).
 AG0057
 AG0057.The modeled gravity was interpolated from observed gravity values.
 AG0057
 AG0057;                    North         East    Units  Estimated Accuracy
 AG0057;SPC FL W     -   396,470.      130,790.      MT  (+/- 180 meters Scaled)
 AG0057
 AG0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL323884(NAD 83)
 AG0057
 AG0057                          SUPERSEDED SURVEY CONTROL
 AG0057
 AG0057  NGVD 29 (??/??/92)    2.696  (m)            8.85   (f) ADJ UNCH    2 1
 AG0057
 AG0057.Superseded values are not recommended for survey control.
 AG0057
 AG0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0057.See file dsdata.pdf to determine how the superseded data were derived.
 AG0057
 AG0057_MARKER: DD = SURVEY DISK
 AG0057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0057_SP_SET: BOX CULVERT
 AG0057_STAMPING: 155
 AG0057_MARK LOGO: FLHD
 AG0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0057+STABILITY: SURFACE MOTION
 AG0057
 AG0057  HISTORY     - Date     Condition        Report By
 AG0057  HISTORY     - UNK      MONUMENTED       FLHD
 AG0057  HISTORY     - 1975     GOOD             FLDT
 AG0057  HISTORY     - 1982     GOOD             FLDNR
 AG0057  HISTORY     - 1989     GOOD             USPSQD
 AG0057
 AG0057                          STATION DESCRIPTION
 AG0057
 AG0057'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0057'1.8 MI E FROM LARGO.
 AG0057'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. S-686
 AG0057'(EAST BAY DRIVE), RUN EASTERLY ALONG S.R. S-686 FOR 1.9 MILE.
 AG0057'STATION ON LEFT, ON THE NE CORNER OF THE BOX CULVERT.  SET
 AG0057'IN THE TOP OF THE NORTH SIDE OF THE BOX CULVERT.  SECTION 33,
 AG0057'T 29S, R 16E
 AG0057
 AG0057                          STATION RECOVERY (1982)
 AG0057
 AG0057'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0057'RECOVERED IN GOOD CONDITION.
 AG0057
 AG0057                          STATION RECOVERY (1989)
 AG0057
 AG0057'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AG0057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0059 ***********************************************************************
 AG0059  DESIGNATION -  156
 AG0059  PID         -  AG0059
 AG0059  STATE/COUNTY-  FL/PINELLAS
 AG0059  COUNTRY     -  US
 AG0059  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0059
 AG0059                         *CURRENT SURVEY CONTROL
 AG0059  ______________________________________________________________________
 AG0059* NAD 83(1986) POSITION- 27 53 43.     (N) 082 41 35.     (W)   SCALED
 AG0059* NAVD 88 ORTHO HEIGHT -     3.242 (meters)       10.64  (feet) ADJUSTED
 AG0059  ______________________________________________________________________
 AG0059  GEOID HEIGHT    -        -24.655 (meters)                     GEOID18
 AG0059  DYNAMIC HEIGHT  -          3.237 (meters)       10.62  (feet) COMP
 AG0059  MODELED GRAVITY -    979,184.1   (mgal)                       NAVD 88
 AG0059
 AG0059  VERT ORDER      -  SECOND    CLASS II
 AG0059
 AG0059.The horizontal coordinates were scaled from a map and have
 AG0059.an estimated accuracy of +/- 6 seconds.
 AG0059
 AG0059.The orthometric height was determined by differential leveling and
 AG0059.adjusted by the NATIONAL GEODETIC SURVEY
 AG0059.in June 1991.
 AG0059
 AG0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0059.GEOID18 height accuracy estimate available here.
 AG0059
 AG0059.Click photographs - Photos may exist for this station.
 AG0059
 AG0059.The dynamic height is computed by dividing the NAVD 88
 AG0059.geopotential number by the normal gravity value computed on the
 AG0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0059.degrees latitude (g = 980.6199 gals.).
 AG0059
 AG0059.The modeled gravity was interpolated from observed gravity values.
 AG0059
 AG0059;                    North         East    Units  Estimated Accuracy
 AG0059;SPC FL W     -   394,800.      131,770.      MT  (+/- 180 meters Scaled)
 AG0059
 AG0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL333867(NAD 83)
 AG0059
 AG0059                          SUPERSEDED SURVEY CONTROL
 AG0059
 AG0059  NGVD 29 (??/??/92)    3.505  (m)           11.50   (f) ADJ UNCH    2 2
 AG0059
 AG0059.Superseded values are not recommended for survey control.
 AG0059
 AG0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0059.See file dsdata.pdf to determine how the superseded data were derived.
 AG0059
 AG0059_MARKER: DD = SURVEY DISK
 AG0059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0059_SP_SET: CULVERT HEADWALL
 AG0059_STAMPING: 156
 AG0059_MARK LOGO: FLHD
 AG0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0059+STABILITY: SURFACE MOTION
 AG0059
 AG0059  HISTORY     - Date     Condition        Report By
 AG0059  HISTORY     - UNK      MONUMENTED       FLHD
 AG0059  HISTORY     - 1975     GOOD             FLDT
 AG0059  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AG0059  HISTORY     - 1989     GOOD             USPSQD
 AG0059  HISTORY     - 20080904 GOOD             PINCPW
 AG0059
 AG0059                          STATION DESCRIPTION
 AG0059
 AG0059'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0059'1.5 MI NW FROM ST PETERSBURG.
 AG0059'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. S-686
 AG0059'(EAST BAY DRIVE), RUN EASTERLY AND SOUTHERLY ALONG S.R. S-686
 AG0059'FOR 3.8 MILES.  STATION ON RIGHT, 26.4 FT. WEST OF THE
 AG0059'CENTERLINE OF EXIT LANE, 10.9 FT. SW OF LIGHT POLE, NUMBER 1-72237.
 AG0059'SET IN TOP OF CONCRETE HEADWALL.  SECTION 3, T 30S, R 16E
 AG0059
 AG0059                          STATION RECOVERY (1985)
 AG0059
 AG0059'RECOVERY NOTE BY US POWER SQUADRON 1985
 AG0059'MARK NOT FOUND.
 AG0059
 AG0059                          STATION RECOVERY (1989)
 AG0059
 AG0059'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AG0059'RECOVERED IN GOOD CONDITION.
 AG0059
 AG0059                          STATION RECOVERY (2008)
 AG0059
 AG0059'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5192 ***********************************************************************
 AB5192  DESIGNATION -  1569 15
 AB5192  PID         -  AB5192
 AB5192  STATE/COUNTY-  FL/LAKE
 AB5192  COUNTRY     -  US
 AB5192  USGS QUAD   -  EMERALDA ISLAND (2018)
 AB5192
 AB5192                         *CURRENT SURVEY CONTROL
 AB5192  ______________________________________________________________________
 AB5192* NAD 83(1986) POSITION- 28 56 09.2    (N) 081 46 54.3    (W)   HD_HELD2
 AB5192* NAVD 88 ORTHO HEIGHT -    20.621 (meters)       67.65  (feet) ADJUSTED
 AB5192  ______________________________________________________________________
 AB5192  GEOID HEIGHT    -        -27.786 (meters)                     GEOID18
 AB5192  DYNAMIC HEIGHT  -         20.592 (meters)       67.56  (feet) COMP
 AB5192  MODELED GRAVITY -    979,233.2   (mgal)                       NAVD 88
 AB5192
 AB5192  VERT ORDER      -  SECOND    CLASS I
 AB5192
 AB5192.The horizontal coordinates were established by autonomous hand held GPS
 AB5192.observations and have an estimated accuracy of +/- 10 meters.
 AB5192
 AB5192.The orthometric height was determined by differential leveling and
 AB5192.adjusted by the NATIONAL GEODETIC SURVEY
 AB5192.in September 1996.
 AB5192
 AB5192.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5192.GEOID18 height accuracy estimate available here.
 AB5192
 AB5192.Click photographs - Photos may exist for this station.
 AB5192
 AB5192.The dynamic height is computed by dividing the NAVD 88
 AB5192.geopotential number by the normal gravity value computed on the
 AB5192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5192.degrees latitude (g = 980.6199 gals.).
 AB5192
 AB5192.The modeled gravity was interpolated from observed gravity values.
 AB5192
 AB5192;                    North         East    Units  Estimated Accuracy
 AB5192;SPC FL E     -   510,176.      123,783.      MT  (+/- 10 meters HH2 GPS)
 AB5192
 AB5192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN2380901134(NAD 83)
 AB5192
 AB5192                          SUPERSEDED SURVEY CONTROL
 AB5192
 AB5192.No superseded survey control is available for this station.
 AB5192
 AB5192_MARKER: DD = SURVEY DISK
 AB5192_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5192_SP_SET: CULVERT HEADWALL
 AB5192_STAMPING: BM 1569-15
 AB5192_MARK LOGO: SJRWMD
 AB5192_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5192+STABILITY: SURFACE MOTION
 AB5192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5192+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1994
 AB5192
 AB5192  HISTORY     - Date     Condition        Report By
 AB5192  HISTORY     - UNK      MONUMENTED       SJRWMD
 AB5192  HISTORY     - 19940315 GOOD             FLDEP
 AB5192
 AB5192                          STATION DESCRIPTION
 AB5192
 AB5192'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB5192'THE MARK IS ABOUT 9.1 MI (14.6 KM) EAST OF WEIRSDALE, 7.0 MI (11.3 KM)
 AB5192'NORTHWEST OF UMATILLA, 10.6 MI (17.1 KM) NORTHEAST OF LEESBURG IN
 AB5192'SECTION 11, TOWNSHIP 18 SOUTH, RANGE 25 EAST.  TO REACH THE MARK FROM
 AB5192'THE T-JUNCTION OF STATE ROAD 19 (CENTRAL AVENUE) AND COUNTY ROAD 450
 AB5192'WEST IN UMATILLA, GO WESTERLY ON COUNTY ROAD 450 FOR 7.45 MI (11.99
 AB5192'KM) TO THE T-JUNCTION OF COUNTY ROAD 42, TURN LEFT ON COUNTY ROAD 42
 AB5192'AND GO WESTERLY FOR 1.4 MI (2.3 KM) TO THE T-JUNCTION OF COUNTY ROAD
 AB5192'452, TURN LEFT ON COUNTY ROAD 452 AND GO SOUTH FOR 3.35 MI (5.39 KM)
 AB5192'TO THE T-JUNCTION OF SOUTH EM-EN-EL GROVE ROAD AND THE MARK ON THE
 AB5192'LEFT, SET IN THE TOP OF A CONCRETE HEADWALL FLUSH WITH THE LEVEL OF
 AB5192'THE GROUND AND ABOUT 0.5 FT (15.2 CM) BELOW THE LEVEL OF COUNTY ROAD
 AB5192'452.  LOCATED 36.5 FT (11.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 AB5192'SOUTH EM-EN-EL GROVE ROAD, 34.0 FT (10.4 M) EAST OF THE APPROXIMATE
 AB5192'CENTERLINE OF COUNTY ROAD 452, 17.0 FT (5.2 M) WEST OF AN ELECTRICAL
 AB5192'METER, 3.6 FT (1.1 M) WEST OF THE EAST END OF THE CONCRETE HEADWALL
 AB5192'AND 3.3 FT (1.0 M) EAST OF THE WEST END OF THE CONCRETE HEADWALL.
 AB5192'NOTE AGENCY INSCRIPTION IS ST JOHNS WATER MANAGEMENT DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0060 ***********************************************************************
 AG0060  DESIGNATION -  157
 AG0060  PID         -  AG0060
 AG0060  STATE/COUNTY-  FL/PINELLAS
 AG0060  COUNTRY     -  US
 AG0060  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0060
 AG0060                         *CURRENT SURVEY CONTROL
 AG0060  ______________________________________________________________________
 AG0060* NAD 83(1986) POSITION- 27 53 37.     (N) 082 41 35.     (W)   SCALED
 AG0060* NAVD 88 ORTHO HEIGHT -    11.435 (meters)       37.52  (feet) ADJUSTED
 AG0060  ______________________________________________________________________
 AG0060  GEOID HEIGHT    -        -24.651 (meters)                     GEOID18
 AG0060  DYNAMIC HEIGHT  -         11.419 (meters)       37.46  (feet) COMP
 AG0060  MODELED GRAVITY -    979,184.0   (mgal)                       NAVD 88
 AG0060
 AG0060  VERT ORDER      -  SECOND    CLASS II
 AG0060
 AG0060.The horizontal coordinates were scaled from a map and have
 AG0060.an estimated accuracy of +/- 6 seconds.
 AG0060
 AG0060.The orthometric height was determined by differential leveling and
 AG0060.adjusted by the NATIONAL GEODETIC SURVEY
 AG0060.in June 1991.
 AG0060
 AG0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0060.GEOID18 height accuracy estimate available here.
 AG0060
 AG0060.Click photographs - Photos may exist for this station.
 AG0060
 AG0060.The dynamic height is computed by dividing the NAVD 88
 AG0060.geopotential number by the normal gravity value computed on the
 AG0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0060.degrees latitude (g = 980.6199 gals.).
 AG0060
 AG0060.The modeled gravity was interpolated from observed gravity values.
 AG0060
 AG0060;                    North         East    Units  Estimated Accuracy
 AG0060;SPC FL W     -   394,610.      131,770.      MT  (+/- 180 meters Scaled)
 AG0060
 AG0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL333865(NAD 83)
 AG0060
 AG0060                          SUPERSEDED SURVEY CONTROL
 AG0060
 AG0060  NGVD 29 (??/??/92)   11.698  (m)           38.38   (f) ADJ UNCH    2 2
 AG0060
 AG0060.Superseded values are not recommended for survey control.
 AG0060
 AG0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0060.See file dsdata.pdf to determine how the superseded data were derived.
 AG0060
 AG0060_MARKER: DD = SURVEY DISK
 AG0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0060_SP_SET: OVERPASS
 AG0060_STAMPING: 157
 AG0060_MARK LOGO: FLHD
 AG0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0060
 AG0060  HISTORY     - Date     Condition        Report By
 AG0060  HISTORY     - UNK      MONUMENTED       FLHD
 AG0060  HISTORY     - 1975     GOOD             FLDT
 AG0060  HISTORY     - 1985     GOOD             USPSQD
 AG0060  HISTORY     - 1989     GOOD             USPSQD
 AG0060  HISTORY     - 19910418 GOOD             USPSQD
 AG0060  HISTORY     - 20080908 GOOD             PINCPW
 AG0060
 AG0060                          STATION DESCRIPTION
 AG0060
 AG0060'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0060'1.5 MI NW FROM ST PETERSBURG.
 AG0060'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. S-686
 AG0060'(EAST BAY DRIVE), RUN EASTERLY ALONG S.R. S-686 FOR 3.3 MILES
 AG0060'TO THE TOP OF THE OVERPASS AT THE INTERSECTION OF S.R. S-686
 AG0060'AND S.R. 688 (ULMERTON ROAD).  STATION ON RIGHT, IN THE NORTHWEST
 AG0060'CORNER OF OVERPASS.  SET IN TOP OF CONCRETE BASE OF GUARDRAIL.
 AG0060'SECTION 3, T30S, R16E.
 AG0060
 AG0060                          STATION RECOVERY (1985)
 AG0060
 AG0060'RECOVERY NOTE BY US POWER SQUADRON 1985
 AG0060'RECOVERED IN GOOD CONDITION.
 AG0060
 AG0060                          STATION RECOVERY (1989)
 AG0060
 AG0060'RECOVERY NOTE BY US POWER SQUADRON 1989 (BED)
 AG0060'RECOVERED IN GOOD CONDITION.
 AG0060
 AG0060                          STATION RECOVERY (1991)
 AG0060
 AG0060'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0060'RECOVERED IN GOOD CONDITION.
 AG0060
 AG0060                          STATION RECOVERY (2008)
 AG0060
 AG0060'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9717 ***********************************************************************
 DL9717  DESIGNATION -  157 I
 DL9717  PID         -  DL9717
 DL9717  STATE/COUNTY-  FL/SARASOTA
 DL9717  COUNTRY     -  US
 DL9717  USGS QUAD   -  LAUREL (2018)
 DL9717
 DL9717                         *CURRENT SURVEY CONTROL
 DL9717  ______________________________________________________________________
 DL9717* NAD 83(1986) POSITION- 27 10 48.1    (N) 082 29 50.3    (W)   HD_HELD2
 DL9717* NAVD 88 ORTHO HEIGHT -     1.639 (meters)        5.38  (feet) ADJUSTED
 DL9717  ______________________________________________________________________
 DL9717  GEOID HEIGHT    -        -24.116 (meters)                     GEOID18
 DL9717  DYNAMIC HEIGHT  -          1.637 (meters)        5.37  (feet) COMP
 DL9717  MODELED GRAVITY -    979,127.3   (mgal)                       NAVD 88
 DL9717
 DL9717  VERT ORDER      -  FIRST     CLASS II
 DL9717
 DL9717.The horizontal coordinates were established by autonomous hand held GPS
 DL9717.observations and have an estimated accuracy of +/- 10 meters.
 DL9717
 DL9717.The orthometric height was determined by differential leveling and
 DL9717.adjusted by the NATIONAL GEODETIC SURVEY
 DL9717.in March 2011.
 DL9717
 DL9717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9717.GEOID18 height accuracy estimate available here.
 DL9717
 DL9717.Click photographs - Photos may exist for this station.
 DL9717
 DL9717.The dynamic height is computed by dividing the NAVD 88
 DL9717.geopotential number by the normal gravity value computed on the
 DL9717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9717.degrees latitude (g = 980.6199 gals.).
 DL9717
 DL9717.The modeled gravity was interpolated from observed gravity values.
 DL9717
 DL9717;                    North         East    Units  Estimated Accuracy
 DL9717;SPC FL W     -   315,449.      150,721.      MT  (+/- 10 meters HH2 GPS)
 DL9717
 DL9717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5167107260(NAD 83)
 DL9717
 DL9717                          SUPERSEDED SURVEY CONTROL
 DL9717
 DL9717.No superseded survey control is available for this station.
 DL9717
 DL9717_MARKER: DB = BENCH MARK DISK
 DL9717_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL9717_SP_SET: BRIDGE SIDEWALK
 DL9717_STAMPING: 157 I
 DL9717_MARK LOGO: CGS
 DL9717_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9717+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2021
 DL9717
 DL9717  HISTORY     - Date     Condition        Report By
 DL9717  HISTORY     - UNK      MONUMENTED       FL-115
 DL9717  HISTORY     - 20080625 GOOD             FLDEP
 DL9717  HISTORY     - 20090301 GOOD             FLDEP
 DL9717  HISTORY     - 20210302 GOOD             USPSQD
 DL9717
 DL9717                          STATION DESCRIPTION
 DL9717
 DL9717'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DL9717'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTH OF BEE RIDGE, 6.1 MI (9.8 KM)
 DL9717'NORTH-NORTHWEST OF VENICE, 4.4 MI (7.1 KM) NORTHWEST OF LAUREL, IN
 DL9717'SECTION 15, TOWNSHIP 38 SOUTH, RANGE 18 EAST.
 DL9717'
 DL9717'TO REACH THE MARK FROM THE JUNCTION OF THE I-75 NORTHBOUND OVERPASS
 DL9717'AND LAUREL ROAD (COUNTY ROAD 762) ABOUT 2.0 MI (3.2 KM) NORTHEAST OF
 DL9717'NOKOMIS, GO WEST ON LAUREL ROAD (COUNTY ROAD 762) FOR 3.1 MI (5.0 KM)
 DL9717'TO THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL).  TURN RIGHT ON
 DL9717'U.S. HIGHWAY 41 (TAMIAMI TRAIL) AND GO NORTH FOR 3.2 MI (5.1 KM) TO
 DL9717'THE INTERSECTION OF BLACKBURN POINT ROAD (STATE ROAD 789) ON THE LEFT
 DL9717'AND OLD VENICE ROAD ON THE RIGHT.  TURN LEFT ON BLACKBURN POINT ROAD
 DL9717'(STATE ROAD 789) AND GO WEST FOR 0.9 MI (1.4 KM) TO THE NORTHWEST
 DL9717'CORNER OF THE DRYMAN BAY BRIDGE AND THE MARK ON THE RIGHT, SET IN THE
 DL9717'TOP OF A CONCRETE BRIDGE SIDEWALK AND ABOUT 0.7 FT (0.2 M) ABOVE THE
 DL9717'LEVEL OF BLACKBURN POINT ROAD (STATE ROAD 789).
 DL9717'
 DL9717'LOCATED 20.9 FT (6.4 M) EAST OF THE WEST END OF A CONCRETE GUARDWALL,
 DL9717'18.0 FT (5.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF BLACKBURN POINT
 DL9717'ROAD (STATE ROAD 789), 0.7 FT (0.2 M) SOUTH OF A METAL HANDRAIL AND
 DL9717'0.8 FT (0.2 M) SOUTH OF A CONCRETE GUARDWALL.
 DL9717
 DL9717                          STATION RECOVERY (2009)
 DL9717
 DL9717'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 DL9717'RECOVERED AS DESCRIBED.
 DL9717
 DL9717                          STATION RECOVERY (2021)
 DL9717
 DL9717'RECOVERY NOTE BY US POWER SQUADRON 2021 (STH)
 DL9717'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9716 ***********************************************************************
 DL9716  DESIGNATION -  157 J
 DL9716  PID         -  DL9716
 DL9716  STATE/COUNTY-  FL/SARASOTA
 DL9716  COUNTRY     -  US
 DL9716  USGS QUAD   -  LAUREL (2018)
 DL9716
 DL9716                         *CURRENT SURVEY CONTROL
 DL9716  ______________________________________________________________________
 DL9716* NAD 83(1986) POSITION- 27 10 47.7    (N) 082 29 49.3    (W)   HD_HELD2
 DL9716* NAVD 88 ORTHO HEIGHT -     1.630 (meters)        5.35  (feet) ADJUSTED
 DL9716  ______________________________________________________________________
 DL9716  GEOID HEIGHT    -        -24.115 (meters)                     GEOID18
 DL9716  DYNAMIC HEIGHT  -          1.627 (meters)        5.34  (feet) COMP
 DL9716  MODELED GRAVITY -    979,127.3   (mgal)                       NAVD 88
 DL9716
 DL9716  VERT ORDER      -  FIRST     CLASS II
 DL9716
 DL9716.The horizontal coordinates were established by autonomous hand held GPS
 DL9716.observations and have an estimated accuracy of +/- 10 meters.
 DL9716
 DL9716.The orthometric height was determined by differential leveling and
 DL9716.adjusted by the NATIONAL GEODETIC SURVEY
 DL9716.in March 2011.
 DL9716
 DL9716.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9716.GEOID18 height accuracy estimate available here.
 DL9716
 DL9716.Click photographs - Photos may exist for this station.
 DL9716
 DL9716.The dynamic height is computed by dividing the NAVD 88
 DL9716.geopotential number by the normal gravity value computed on the
 DL9716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9716.degrees latitude (g = 980.6199 gals.).
 DL9716
 DL9716.The modeled gravity was interpolated from observed gravity values.
 DL9716
 DL9716;                    North         East    Units  Estimated Accuracy
 DL9716;SPC FL W     -   315,436.      150,749.      MT  (+/- 10 meters HH2 GPS)
 DL9716
 DL9716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5169907248(NAD 83)
 DL9716
 DL9716                          SUPERSEDED SURVEY CONTROL
 DL9716
 DL9716.No superseded survey control is available for this station.
 DL9716
 DL9716_MARKER: DB = BENCH MARK DISK
 DL9716_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL9716_SP_SET: BRIDGE SIDEWALK
 DL9716_STAMPING: 157 J
 DL9716_MARK LOGO: FL-115
 DL9716_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9716+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2020
 DL9716
 DL9716  HISTORY     - Date     Condition        Report By
 DL9716  HISTORY     - UNK      MONUMENTED       FL-115
 DL9716  HISTORY     - 20080625 GOOD             FLDEP
 DL9716  HISTORY     - 20090301 GOOD             FLDEP
 DL9716  HISTORY     - 20200321 GOOD             USPSQD
 DL9716
 DL9716                          STATION DESCRIPTION
 DL9716
 DL9716'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DL9716'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTH OF BEE RIDGE, 6.1 MI (9.8 KM)
 DL9716'NORTH-NORTHWEST OF VENICE, 4.4 MI (7.1 KM) NORTHWEST OF LAUREL, IN
 DL9716'SECTION 15, TOWNSHIP 38 SOUTH, RANGE 18 EAST.
 DL9716'
 DL9716'TO REACH THE MARK FROM THE JUNCTION OF THE I-75 NORTHBOUND OVERPASS
 DL9716'AND LAUREL ROAD (COUNTY ROAD 762) ABOUT 2.0 MI (3.2 KM) NORTHEAST OF
 DL9716'NOKOMIS, GO WEST ON LAUREL ROAD (COUNTY ROAD 762) FOR 3.1 MI (5.0 KM)
 DL9716'TO THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL).  TURN RIGHT ON
 DL9716'U.S. HIGHWAY 41 (TAMIAMI TRAIL) AND GO NORTH FOR 3.2 MI (5.1 KM) TO
 DL9716'THE INTERSECTION OF BLACKBURN POINT ROAD (STATE ROAD 789) ON THE LEFT
 DL9716'AND OLD VENICE ROAD ON THE RIGHT.  TURN LEFT ON BLACKBURN POINT ROAD
 DL9716'(STATE ROAD 789) AND GO WEST FOR 0.9 MI (1.4 KM) TO THE SOUTHEAST
 DL9716'CORNER OF THE DRYMAN BAY BRIDGE AND THE MARK ON THE LEFT, SET IN THE
 DL9716'TOP OF A CONCRETE BRIDGE SIDEWALK AND ABOUT 0.7 FT (0.2 M) ABOVE THE
 DL9716'LEVEL OF BLACKBURN POINT ROAD (STATE ROAD 789).
 DL9716'
 DL9716'LOCATED 20.5 FT (6.2 M) WEST OF THE EAST END OF A CONCRETE GUARDWALL,
 DL9716'17.9 FT (5.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF BLACKBURN POINT
 DL9716'ROAD (STATE ROAD 789), 0.5 FT (0.2 M) NORTH OF A METAL HANDRAIL AND
 DL9716'0.3 FT (0.1 M) NORTH OF A CONCRETE GUARDWALL.
 DL9716
 DL9716                          STATION RECOVERY (2009)
 DL9716
 DL9716'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 DL9716'RECOVERED AS DESCRIBED.
 DL9716
 DL9716                          STATION RECOVERY (2020)
 DL9716
 DL9716'RECOVERY NOTE BY US POWER SQUADRON 2020 (GLC)
 DL9716'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7164 ***********************************************************************
 AG7164  DESIGNATION -  157 S CO
 AG7164  PID         -  AG7164
 AG7164  STATE/COUNTY-  FL/SARASOTA
 AG7164  COUNTRY     -  US
 AG7164  USGS QUAD   -  LAUREL (2018)
 AG7164
 AG7164                         *CURRENT SURVEY CONTROL
 AG7164  ______________________________________________________________________
 AG7164* NAD 83(1986) POSITION- 27 10 46.     (N) 082 28 57.     (W)   SCALED
 AG7164* NAVD 88 ORTHO HEIGHT -     5.011 (meters)       16.44  (feet) ADJUSTED
 AG7164  ______________________________________________________________________
 AG7164  GEOID HEIGHT    -        -24.118 (meters)                     GEOID18
 AG7164  DYNAMIC HEIGHT  -          5.003 (meters)       16.41  (feet) COMP
 AG7164  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 AG7164
 AG7164  VERT ORDER      -  SECOND    CLASS I
 AG7164
 AG7164.The horizontal coordinates were scaled from a map and have
 AG7164.an estimated accuracy of +/- 6 seconds.
 AG7164
 AG7164.The orthometric height was determined by differential leveling and
 AG7164.adjusted by the NATIONAL GEODETIC SURVEY
 AG7164.in June 1991.
 AG7164
 AG7164.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7164.GEOID18 height accuracy estimate available here.
 AG7164
 AG7164.Click photographs - Photos may exist for this station.
 AG7164
 AG7164.The dynamic height is computed by dividing the NAVD 88
 AG7164.geopotential number by the normal gravity value computed on the
 AG7164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7164.degrees latitude (g = 980.6199 gals.).
 AG7164
 AG7164.The modeled gravity was interpolated from observed gravity values.
 AG7164
 AG7164;                    North         East    Units  Estimated Accuracy
 AG7164;SPC FL W     -   315,380.      152,190.      MT  (+/- 180 meters Scaled)
 AG7164
 AG7164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL531071(NAD 83)
 AG7164
 AG7164                          SUPERSEDED SURVEY CONTROL
 AG7164
 AG7164.No superseded survey control is available for this station.
 AG7164
 AG7164_MARKER: DB = BENCH MARK DISK
 AG7164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7164_STAMPING: 157
 AG7164_PROJECTION: PROJECTING 15 CENTIMETERS
 AG7164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7164+STABILITY: SURFACE MOTION
 AG7164
 AG7164  HISTORY     - Date     Condition        Report By
 AG7164  HISTORY     - 1960     MONUMENTED       LOCENG
 AG7164  HISTORY     - 1977     GOOD             FLDNR
 AG7164  HISTORY     - 20020305 MARK NOT FOUND   USPSQD
 AG7164
 AG7164                          STATION DESCRIPTION
 AG7164
 AG7164'DESCRIBED BY FL DEPT OF NAT RES 1977
 AG7164'1.6 MI SOUTH FROM OSPREY.
 AG7164'THE MARK IS LOCATED AT THE INTERSEECTION OF US HIGHWAY 41 AND
 AG7164'STATE ROAD 789(BLACKBURN POINT ROAD). IT IS 30 FEET NORTH OF THE
 AG7164'CENTERLINE OF BLACKBURN POINT ROAD WHICH IS 240 FEET WEST OF WHERE
 AG7164'BLACKBURN POINT ROAD INTERSECTS US HIGHWAY 41.
 AG7164'THE MARK IS 2 FT  N FROM A WITNESS POST.
 AG7164
 AG7164                          STATION RECOVERY (2002)
 AG7164
 AG7164'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7164'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF4031 ***********************************************************************
 DF4031  DESIGNATION -  1579 15
 DF4031  PID         -  DF4031
 DF4031  STATE/COUNTY-  FL/PUTNAM
 DF4031  COUNTRY     -  US
 DF4031  USGS QUAD   -  KEUKA (2018)
 DF4031
 DF4031                         *CURRENT SURVEY CONTROL
 DF4031  ______________________________________________________________________
 DF4031* NAD 83(1986) POSITION- 29 32 29.     (N) 081 57 11.     (W)   SCALED
 DF4031* NAVD 88 ORTHO HEIGHT -    17.908 (meters)       58.75  (feet) ADJUSTED
 DF4031  ______________________________________________________________________
 DF4031  GEOID HEIGHT    -        -28.058 (meters)                     GEOID18
 DF4031  DYNAMIC HEIGHT  -         17.884 (meters)       58.67  (feet) COMP
 DF4031  MODELED GRAVITY -    979,280.0   (mgal)                       NAVD 88
 DF4031
 DF4031  VERT ORDER      -  SECOND    CLASS I
 DF4031
 DF4031.The horizontal coordinates were scaled from a map and have
 DF4031.an estimated accuracy of +/- 6 seconds.
 DF4031
 DF4031.The orthometric height was determined by differential leveling and
 DF4031.adjusted by the NATIONAL GEODETIC SURVEY
 DF4031.in May 2004.
 DF4031
 DF4031.No vertical observational check was made to the station.
 DF4031
 DF4031.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4031.GEOID18 height accuracy estimate available here.
 DF4031
 DF4031.Click photographs - Photos may exist for this station.
 DF4031
 DF4031.The dynamic height is computed by dividing the NAVD 88
 DF4031.geopotential number by the normal gravity value computed on the
 DF4031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4031.degrees latitude (g = 980.6199 gals.).
 DF4031
 DF4031.The modeled gravity was interpolated from observed gravity values.
 DF4031
 DF4031;                    North         East    Units  Estimated Accuracy
 DF4031;SPC FL E     -   577,410.      107,630.      MT  (+/- 180 meters Scaled)
 DF4031
 DF4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN076683(NAD 83)
 DF4031
 DF4031                          SUPERSEDED SURVEY CONTROL
 DF4031
 DF4031.No superseded survey control is available for this station.
 DF4031
 DF4031_MARKER: DD = SURVEY DISK
 DF4031_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF4031_SP_SET: BOX CULVERT
 DF4031_STAMPING: BM 1579-15
 DF4031_MARK LOGO: SJRWMD
 DF4031_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4031+STABILITY: SURFACE MOTION
 DF4031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4031+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4031
 DF4031  HISTORY     - Date     Condition        Report By
 DF4031  HISTORY     - 1993     MONUMENTED       SJRWMD
 DF4031  HISTORY     - 20010523 GOOD             FLDEP
 DF4031
 DF4031                          STATION DESCRIPTION
 DF4031
 DF4031'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4031'THE MARK IS ABOUT 3.7 MI SOUTH OF JOHNSON, 2.9 MI NORTHWEST OF ORANGE
 DF4031'SPRINGS, IN SECTION 13, TOWNSHIP 11 SOUTH, RANGE 23 EAST.
 DF4031'
 DF4031'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF STATE ROAD
 DF4031'21 AND COUNTY ROAD 315 IN ORANGE SPRINGS, GO NORTHEAST ON COUNTY ROAD
 DF4031'315 FOR 0.05 MI TO THE Y-JUNCTION OF STATE ROAD 21, BEAR LEFT ON STATE
 DF4031'ROAD 21 AND GO NORTHWEST FOR 2.9 MI TO A CULVERT FOR LITTLE ORANGE
 DF4031'CREEK AND THE MARK ON THE RIGHT, SET FLUSH IN TOP OF A CONCRETE BOX
 DF4031'CULVERT LEVEL WITH THE GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF
 DF4031'STATE ROAD 21.
 DF4031'
 DF4031'LOCATED 29.9 FT EAST-NORTHEAST OF THE CENTERLINE OF STATE ROAD 21,
 DF4031'10.2 FT SOUTH-SOUTHEAST OF A METAL WITNESS POST, 9.7 FT
 DF4031'SOUTH-SOUTHEAST OF THE NORTH END OF THE BOX CULVERT AND 9.6 FT
 DF4031'NORTH-NORTHWEST OF THE SOUTH END OF THE BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0061 ***********************************************************************
 AG0061  DESIGNATION -  158
 AG0061  PID         -  AG0061
 AG0061  STATE/COUNTY-  FL/PINELLAS
 AG0061  COUNTRY     -  US
 AG0061  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0061
 AG0061                         *CURRENT SURVEY CONTROL
 AG0061  ______________________________________________________________________
 AG0061* NAD 83(1986) POSITION- 27 53 39.     (N) 082 41 32.     (W)   SCALED
 AG0061* NAVD 88 ORTHO HEIGHT -    10.388 (meters)       34.08  (feet) ADJUSTED
 AG0061  ______________________________________________________________________
 AG0061  GEOID HEIGHT    -        -24.654 (meters)                     GEOID18
 AG0061  DYNAMIC HEIGHT  -         10.373 (meters)       34.03  (feet) COMP
 AG0061  MODELED GRAVITY -    979,184.0   (mgal)                       NAVD 88
 AG0061
 AG0061  VERT ORDER      -  FIRST     CLASS II
 AG0061
 AG0061.The horizontal coordinates were scaled from a map and have
 AG0061.an estimated accuracy of +/- 6 seconds.
 AG0061
 AG0061.The orthometric height was determined by differential leveling and
 AG0061.adjusted by the NATIONAL GEODETIC SURVEY
 AG0061.in June 1991.
 AG0061
 AG0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0061.GEOID18 height accuracy estimate available here.
 AG0061
 AG0061.Click photographs - Photos may exist for this station.
 AG0061
 AG0061.The dynamic height is computed by dividing the NAVD 88
 AG0061.geopotential number by the normal gravity value computed on the
 AG0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0061.degrees latitude (g = 980.6199 gals.).
 AG0061
 AG0061.The modeled gravity was interpolated from observed gravity values.
 AG0061
 AG0061;                    North         East    Units  Estimated Accuracy
 AG0061;SPC FL W     -   394,670.      131,850.      MT  (+/- 180 meters Scaled)
 AG0061
 AG0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL334866(NAD 83)
 AG0061
 AG0061                          SUPERSEDED SURVEY CONTROL
 AG0061
 AG0061  NGVD 29 (??/??/92)   10.651  (m)           34.94   (f) ADJ UNCH    1 2
 AG0061
 AG0061.Superseded values are not recommended for survey control.
 AG0061
 AG0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0061.See file dsdata.pdf to determine how the superseded data were derived.
 AG0061
 AG0061_MARKER: DD = SURVEY DISK
 AG0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0061_SP_SET: OVERPASS
 AG0061_STAMPING: 158
 AG0061_MARK LOGO: FLHD
 AG0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0061
 AG0061  HISTORY     - Date     Condition        Report By
 AG0061  HISTORY     - UNK      MONUMENTED       FLHD
 AG0061  HISTORY     - 1975     GOOD             FLDT
 AG0061  HISTORY     - 1978     GOOD             NGS
 AG0061  HISTORY     - 1989     GOOD             USPSQD
 AG0061  HISTORY     - 19910418 GOOD             USPSQD
 AG0061  HISTORY     - 20080908 GOOD             PINCPW
 AG0061
 AG0061                          STATION DESCRIPTION
 AG0061
 AG0061'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0061'1.5 MI NW FROM ST PETERSBURG.
 AG0061'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AG0061'S-686 (EAST BAY DRIVE), RUN EASTERLY ALONG S.R. S-686 FOR
 AG0061'3.35 MILES TO THE TOP OF THE OVERPASS AT THE INTERSECTION
 AG0061'OF S.R. S-686 AND S.R. 688 (ULMERTON ROAD).  STATION ON LEFT,
 AG0061'IN THE SOUTHEAST CORNER OF OVERPASS.  SET IN TOP OF CONCRETE
 AG0061'BASE OF GUARDRAIL.  SECTION 3, T30S, R16E.
 AG0061
 AG0061                          STATION RECOVERY (1978)
 AG0061
 AG0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG0061'5.85 MILES EAST ALONG STATE ROUTE 688 FROM THE INTERSECTION OF
 AG0061'SEMINOLE BOULEVARD IN WALSINGHAM TO THE MARK ON THE LEFT, SET IN
 AG0061'THE WALKWAY OF THE  ENTRANCE RAMP OVERPASS BRIDGE OVER ROUTE 688,
 AG0061'14.9 FEET NORTH OF THE SOUTHEAST CORNER OF THE BRIDGE, 18 FEET EAST
 AG0061'OF THE CENTER OF THE BRIDGE.
 AG0061'THE MARK IS 1 FT ABOVE HIGHWAY.
 AG0061
 AG0061                          STATION RECOVERY (1989)
 AG0061
 AG0061'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AG0061'RECOVERED IN GOOD CONDITION.
 AG0061
 AG0061                          STATION RECOVERY (1991)
 AG0061
 AG0061'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0061'RECOVERED IN GOOD CONDITION.
 AG0061
 AG0061                          STATION RECOVERY (2008)
 AG0061
 AG0061'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF4032 ***********************************************************************
 DF4032  DESIGNATION -  1580 15
 DF4032  PID         -  DF4032
 DF4032  STATE/COUNTY-  FL/PUTNAM
 DF4032  COUNTRY     -  US
 DF4032  USGS QUAD   -  KEUKA (2018)
 DF4032
 DF4032                         *CURRENT SURVEY CONTROL
 DF4032  ______________________________________________________________________
 DF4032* NAD 83(1986) POSITION- 29 32 58.     (N) 081 57 15.     (W)   SCALED
 DF4032* NAVD 88 ORTHO HEIGHT -    21.608 (meters)       70.89  (feet) ADJUSTED
 DF4032  ______________________________________________________________________
 DF4032  GEOID HEIGHT    -        -28.053 (meters)                     GEOID18
 DF4032  DYNAMIC HEIGHT  -         21.578 (meters)       70.79  (feet) COMP
 DF4032  MODELED GRAVITY -    979,281.0   (mgal)                       NAVD 88
 DF4032
 DF4032  VERT ORDER      -  SECOND    CLASS I
 DF4032
 DF4032.The horizontal coordinates were scaled from a map and have
 DF4032.an estimated accuracy of +/- 6 seconds.
 DF4032
 DF4032.The orthometric height was determined by differential leveling and
 DF4032.adjusted by the NATIONAL GEODETIC SURVEY
 DF4032.in May 2004.
 DF4032
 DF4032.No vertical observational check was made to the station.
 DF4032
 DF4032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4032.GEOID18 height accuracy estimate available here.
 DF4032
 DF4032.Click photographs - Photos may exist for this station.
 DF4032
 DF4032.The dynamic height is computed by dividing the NAVD 88
 DF4032.geopotential number by the normal gravity value computed on the
 DF4032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4032.degrees latitude (g = 980.6199 gals.).
 DF4032
 DF4032.The modeled gravity was interpolated from observed gravity values.
 DF4032
 DF4032;                    North         East    Units  Estimated Accuracy
 DF4032;SPC FL E     -   578,310.      107,530.      MT  (+/- 180 meters Scaled)
 DF4032
 DF4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN075692(NAD 83)
 DF4032
 DF4032                          SUPERSEDED SURVEY CONTROL
 DF4032
 DF4032.No superseded survey control is available for this station.
 DF4032
 DF4032_MARKER: DD = SURVEY DISK
 DF4032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4032_STAMPING: BM 1580-15
 DF4032_MARK LOGO: SJRWMD
 DF4032_PROJECTION: FLUSH
 DF4032_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4032+STABILITY: SURFACE MOTION
 DF4032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4032+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4032
 DF4032  HISTORY     - Date     Condition        Report By
 DF4032  HISTORY     - 1993     MONUMENTED       SJRWMD
 DF4032  HISTORY     - 20010523 GOOD             FLDEP
 DF4032
 DF4032                          STATION DESCRIPTION
 DF4032
 DF4032'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4032'THE MARK IS ABOUT 3.5 MI NORTHEAST OF ORANGE SPRINGS, 3.1 SOUTH OF
 DF4032'JOHNSON, IN SECTION 12,
 DF4032'TOWNSHIP 11 SOUTH, RANGE 23 EAST.
 DF4032'
 DF4032'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF STATE ROAD
 DF4032'21 AND COUNTY
 DF4032'ROAD 315 IN ORANGE SPRINGS, GO NORTHEAST ON COUNTY ROAD 315 FOR 0.05
 DF4032'MI TO THE
 DF4032'Y-JUNCTION OF STATE ROAD 21, BEAR LEFT ON STATE ROAD 21 AND GO
 DF4032'NORTHWEST FOR 3.45 MI TO
 DF4032'THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DF4032'FLUSH WITH THE
 DF4032'GROUND AND ABOUT 2.0 FT BELOW THE LEVEL OF STATE ROAD 21.
 DF4032'
 DF4032'LOCATED 135.3 FT NORTH OF POWER POLE NUMBER 615246F250 WITH 1 GUY WIRE
 DF4032'ATTACHED, 101.7
 DF4032'FT SOUTHEAST OF AND ACROSS STATE ROAD 21 FROM A NAIL IN THE WEST EDGE
 DF4032'OF THE PAVEMENT,
 DF4032'48.6 FT NORTH-NORTHEAST OF A CURVE SIGN, 30.2 FT EAST OF THE
 DF4032'CENTERLINE OF STATE ROAD 21,
 DF4032'9.7 FT SOUTH OF THE NORTH END OF THE CULVERT, 9.3 FT NORTH OF THE
 DF4032'SOUTH END OF THE
 DF4032'CULVERT AND 2.9 FT NORTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5744 ***********************************************************************
 DG5744  DESIGNATION -  1587 15
 DG5744  PID         -  DG5744
 DG5744  STATE/COUNTY-  FL/PUTNAM
 DG5744  COUNTRY     -  US
 DG5744  USGS QUAD   -  KEUKA (2018)
 DG5744
 DG5744                         *CURRENT SURVEY CONTROL
 DG5744  ______________________________________________________________________
 DG5744* NAD 83(1986) POSITION- 29 31 15.     (N) 081 59 11.     (W)   SCALED
 DG5744* NAVD 88 ORTHO HEIGHT -    27.772 (meters)       91.12  (feet) ADJUSTED
 DG5744  ______________________________________________________________________
 DG5744  GEOID HEIGHT    -        -28.028 (meters)                     GEOID18
 DG5744  DYNAMIC HEIGHT  -         27.734 (meters)       90.99  (feet) COMP
 DG5744  MODELED GRAVITY -    979,278.1   (mgal)                       NAVD 88
 DG5744
 DG5744  VERT ORDER      -  SECOND    CLASS I
 DG5744
 DG5744.The horizontal coordinates were scaled from a map and have
 DG5744.an estimated accuracy of +/- 6 seconds.
 DG5744
 DG5744.The orthometric height was determined by differential leveling and
 DG5744.adjusted by the NATIONAL GEODETIC SURVEY
 DG5744.in August 2004.
 DG5744
 DG5744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5744.GEOID18 height accuracy estimate available here.
 DG5744
 DG5744.Click photographs - Photos may exist for this station.
 DG5744
 DG5744.The dynamic height is computed by dividing the NAVD 88
 DG5744.geopotential number by the normal gravity value computed on the
 DG5744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5744.degrees latitude (g = 980.6199 gals.).
 DG5744
 DG5744.The modeled gravity was interpolated from observed gravity values.
 DG5744
 DG5744;                    North         East    Units  Estimated Accuracy
 DG5744;SPC FL E     -   575,160.      104,380.      MT  (+/- 180 meters Scaled)
 DG5744
 DG5744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN044660(NAD 83)
 DG5744
 DG5744                          SUPERSEDED SURVEY CONTROL
 DG5744
 DG5744.No superseded survey control is available for this station.
 DG5744
 DG5744_MARKER: DD = SURVEY DISK
 DG5744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5744_STAMPING: BM 1587-15
 DG5744_MARK LOGO: SJRWMD
 DG5744_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5744+STABILITY: SURFACE MOTION
 DG5744_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5744+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2000
 DG5744
 DG5744  HISTORY     - Date     Condition        Report By
 DG5744  HISTORY     - UNK      MONUMENTED       SJRWMD
 DG5744  HISTORY     - 20000512 GOOD             FLDEP
 DG5744
 DG5744                          STATION DESCRIPTION
 DG5744
 DG5744'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5744'THE MARK IS ABOUT 23.8 MI (38.3 KM) SOUTHEAST OF GAINESVILE, 8.2 MI
 DG5744'(13.2 KM) EAST OF HAWTHORNE ON LAKE SUSAN ROAD IN SECTION 22, TOWNSHIP
 DG5744'11 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 DG5744'U.S. HIGHWAY 301 AND STATE ROAD 20 IN HAWTHORNE, GO SOUTH ON U.S.
 DG5744'HIGHWAY 301 FOR 0.75 MI (1.21 KM) TO THE JUNCTION OF HOLDEN PARK ROAD
 DG5744'(SE 6TH AVE) ON THE LEFT, TURN LEFT ON HOLDEN PARK ROAD (SE 6TH AVE)
 DG5744'AND GO EAST FOR 3.5 MI (5.6 KM) TO THE PUTNAM COUNTY LINE, CONTINUE
 DG5744'EAST ON HOLDEN PARK ROAD FOR 0.95 MI (1.53 KM) TO THE END OF THE
 DG5744'PAVEMENT (HOLDEN PARK ROAD TURNS INTO LAKE SUSAN ROAD), AND THE
 DG5744'JUNCTION OF STAR LAKE ROAD, GORDON CHAPEL ROAD, CONTINUE EAST ON LAKE
 DG5744'SUSAN ROAD FOR 3.8 MI (6.1 KM) TO THE MARK ON THE RIGHT, SET IN THE
 DG5744'TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT (9.1 CM) BELOW THE
 DG5744'LEVEL OF THE GROUND AND 0.6 FT (18.3 CM) BELOW THE LEVEL OF LAKE SUSAN
 DG5744'ROAD. LOCATED 68.4 FT (20.8 M) WEST OF THE APPROXIMATE CENTERLINE OF A
 DG5744'DIRT ROAD LEADING SOUTHWEST, 55.8 FT (17.0 M) NORTHWEST OF A METAL
 DG5744'GATE, 50.6 FT (15.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF LAKE
 DG5744'SUSAN ROAD, 26.3 FT (8.0 M) NORTH OF A BARBWIRE FENCE AND 1.9 FT (0.6
 DG5744'M) NORTH OF A SJRWMD METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5743 ***********************************************************************
 DG5743  DESIGNATION -  1588 15
 DG5743  PID         -  DG5743
 DG5743  STATE/COUNTY-  FL/PUTNAM
 DG5743  COUNTRY     -  US
 DG5743  USGS QUAD   -  KEUKA (2018)
 DG5743
 DG5743                         *CURRENT SURVEY CONTROL
 DG5743  ______________________________________________________________________
 DG5743* NAD 83(1986) POSITION- 29 31 30.     (N) 081 59 56.     (W)   SCALED
 DG5743* NAVD 88 ORTHO HEIGHT -    27.589 (meters)       90.51  (feet) ADJUSTED
 DG5743  ______________________________________________________________________
 DG5743  GEOID HEIGHT    -        -28.015 (meters)                     GEOID18
 DG5743  DYNAMIC HEIGHT  -         27.551 (meters)       90.39  (feet) COMP
 DG5743  MODELED GRAVITY -    979,278.6   (mgal)                       NAVD 88
 DG5743
 DG5743  VERT ORDER      -  SECOND    CLASS I
 DG5743
 DG5743.The horizontal coordinates were scaled from a map and have
 DG5743.an estimated accuracy of +/- 6 seconds.
 DG5743
 DG5743.The orthometric height was determined by differential leveling and
 DG5743.adjusted by the NATIONAL GEODETIC SURVEY
 DG5743.in August 2004.
 DG5743
 DG5743.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5743.GEOID18 height accuracy estimate available here.
 DG5743
 DG5743.Click photographs - Photos may exist for this station.
 DG5743
 DG5743.The dynamic height is computed by dividing the NAVD 88
 DG5743.geopotential number by the normal gravity value computed on the
 DG5743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5743.degrees latitude (g = 980.6199 gals.).
 DG5743
 DG5743.The modeled gravity was interpolated from observed gravity values.
 DG5743
 DG5743;                    North         East    Units  Estimated Accuracy
 DG5743;SPC FL E     -   575,630.      103,170.      MT  (+/- 180 meters Scaled)
 DG5743
 DG5743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN032665(NAD 83)
 DG5743
 DG5743                          SUPERSEDED SURVEY CONTROL
 DG5743
 DG5743.No superseded survey control is available for this station.
 DG5743
 DG5743_MARKER: DD = SURVEY DISK
 DG5743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG5743_STAMPING: BM 1588-15
 DG5743_MARK LOGO: SJRWMD
 DG5743_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG5743+STABILITY: SURFACE MOTION
 DG5743_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5743+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2000
 DG5743
 DG5743  HISTORY     - Date     Condition        Report By
 DG5743  HISTORY     - UNK      MONUMENTED       SJRWMD
 DG5743  HISTORY     - 20000512 GOOD             FLDEP
 DG5743
 DG5743                          STATION DESCRIPTION
 DG5743
 DG5743'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5743'THE MARK IS ABOUT 23.0 MI (37.0 KM) SOUTHEAST OF GAINESVILLE, 7.4 MI
 DG5743'(11.9 KM) EAST OF HAWTHORNE ON LAKE SUSAN ROAD IN SECTION 21, TOWNSHIP
 DG5743'11 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 DG5743'U.S. HIGHWAY 301 AND STATE ROAD 20 IN HAWTHORNE, GO SOUTH ON U.S.
 DG5743'HIGHWAY 301 FOR 0.75 MI (1.21 KM) TO THE JUNCTION OF HOLDEN PARK ROAD
 DG5743'(SE 6TH AVE) ON THE LEFT, TURN LEFT ON HOLDEN PARK ROAD (SE 6TH AVE)
 DG5743'AND GO EAST FOR 3.5 MI (5.6 KM) TO THE PUTNAM COUNTY LINE, CONTINUE
 DG5743'EAST ON HOLDEN PARK ROAD FOR 0.95 MI (1.53 KM) TO THE END OF THE
 DG5743'PAVEMENT (HOLDEN PARK ROAD TURNS INTO LAKE SUSAN ROAD), AND THE
 DG5743'JUNCTION OF STAR LAKE ROAD, GORDON CHAPEL ROAD, CONTINUE EAST ON LAKE
 DG5743'SUSAN ROAD FOR 3.0 MI (4.8 KM) TO THE MARK ON THE RIGHT, SET IN THE
 DG5743'TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT (9.1 CM) BELOW THE
 DG5743'LEVEL OF THR GROUND AND BELOW THE LEVEL OF LAKE SUSAN ROAD. LOCATED
 DG5743'37.7 FT (11.5 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF LAKE SUSAN
 DG5743'ROAD, 35.1 FT (10.7 M) NORTHWEST OF THE EXTENDED CENTERLINE OF LAKE
 DG5743'SUSAN SHORE LANE, 3.2 FT (1.0 M) NORTHEAST OF A BARBWIRE FENCE AND 1.4
 DG5743'FT (0.4 M) NORTHEAST OF A SJRWMD METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5741 ***********************************************************************
 DG5741  DESIGNATION -  1589 15
 DG5741  PID         -  DG5741
 DG5741  STATE/COUNTY-  FL/PUTNAM
 DG5741  COUNTRY     -  US
 DG5741  USGS QUAD   -  HAWTHORNE (2018)
 DG5741
 DG5741                         *CURRENT SURVEY CONTROL
 DG5741  ______________________________________________________________________
 DG5741* NAD 83(1986) POSITION- 29 32 24.     (N) 082 01 26.     (W)   SCALED
 DG5741* NAVD 88 ORTHO HEIGHT -    30.856 (meters)      101.23  (feet) ADJUSTED
 DG5741  ______________________________________________________________________
 DG5741  GEOID HEIGHT    -        -27.988 (meters)                     GEOID18
 DG5741  DYNAMIC HEIGHT  -         30.814 (meters)      101.10  (feet) COMP
 DG5741  MODELED GRAVITY -    979,281.6   (mgal)                       NAVD 88
 DG5741
 DG5741  VERT ORDER      -  SECOND    CLASS I
 DG5741
 DG5741.The horizontal coordinates were scaled from a map and have
 DG5741.an estimated accuracy of +/- 6 seconds.
 DG5741
 DG5741.The orthometric height was determined by differential leveling and
 DG5741.adjusted by the NATIONAL GEODETIC SURVEY
 DG5741.in August 2004.
 DG5741
 DG5741.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5741.GEOID18 height accuracy estimate available here.
 DG5741
 DG5741.Click photographs - Photos may exist for this station.
 DG5741
 DG5741.The dynamic height is computed by dividing the NAVD 88
 DG5741.geopotential number by the normal gravity value computed on the
 DG5741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5741.degrees latitude (g = 980.6199 gals.).
 DG5741
 DG5741.The modeled gravity was interpolated from observed gravity values.
 DG5741
 DG5741;                    North         East    Units  Estimated Accuracy
 DG5741;SPC FL E     -   577,320.      100,760.      MT  (+/- 180 meters Scaled)
 DG5741
 DG5741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN007682(NAD 83)
 DG5741
 DG5741                          SUPERSEDED SURVEY CONTROL
 DG5741
 DG5741.No superseded survey control is available for this station.
 DG5741
 DG5741_MARKER: DD = SURVEY DISK
 DG5741_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DG5741_SP_SET: PAD
 DG5741_STAMPING: BM 1589-15
 DG5741_MARK LOGO: SJRWMD
 DG5741_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5741+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2000
 DG5741
 DG5741  HISTORY     - Date     Condition        Report By
 DG5741  HISTORY     - UNK      MONUMENTED       SJRWMD
 DG5741  HISTORY     - 20000512 GOOD             FLDEP
 DG5741
 DG5741                          STATION DESCRIPTION
 DG5741
 DG5741'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5741'THE MARK IS ABOUT 21.0 MI (33.8 KM) SOUTHEAST OF GAINESVILLE, 5.4 MI
 DG5741'(8.7 KM) EAST OF HAWTHORNE, ON LAKE SUSAN ROAD IN SECTION 17, TOWNSHIP
 DG5741'11 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 DG5741'U.S. HIGHWAY 301 AND STATE ROAD 20 IN HAWTHORNE, GO SOUTH ON U.S.
 DG5741'HIGHWAY 301 FOR 0.75 MI (1.21 KM) TO THE JUNCTION OF HOLDEN PARK ROAD
 DG5741'(SE 6TH AVE) ON THE LEFT, TURN LEFT ON HOLDEN PARK ROAD (SE 6TH AVE)
 DG5741'AND GO EAST FOR 3.5 MI (5.6 KM) TO THE PUTNAM COUNTY LINE, CONTINUE
 DG5741'EAST ON HOLDEN PARK ROAD FOR 0.95 MI (1.53 KM) TO THE END OF THE
 DG5741'PAVEMENT (HOLDEN PARK ROAD TURNS INTO LAKE SUSAN ROAD), AND THE
 DG5741'JUNCTION OF STAR LAKE ROAD, GORDON CHAPEL ROAD, CONTINUE EAST ON LAKE
 DG5741'SUSAN ROAD FOR 1.0 MI (1.6 KM) TO THE MARK ON THE LEFT, SET IN THE
 DG5741'NORTH SIDE OF THE BASE OF A 3.9 X 4.6 CONCRETE PAD FOR CABLE BOX
 DG5741'NUMBER 664 FLUSH WITH THE PAD AND LEVEL WITH LAKE SUSAN ROAD. LOCATED
 DG5741'59.8 FT (18.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF LAKE SUSAN
 DG5741'ROAD, 17.1 FT (5.2 M) EAST OF THE EAST FACE OF THE CABLE BOX NUMBER RT
 DG5741'3170A, 4.9 FT (1.5 M) SOUTH OF A SJRWMD METAL WITNESS POST AND 2.3 FT
 DG5741'(0.7 M) NORTH OF THE NORTH FACE OF CABLE BOX NUMBER 664.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0062 ***********************************************************************
 AG0062  DESIGNATION -  159
 AG0062  PID         -  AG0062
 AG0062  STATE/COUNTY-  FL/PINELLAS
 AG0062  COUNTRY     -  US
 AG0062  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0062
 AG0062                         *CURRENT SURVEY CONTROL
 AG0062  ______________________________________________________________________
 AG0062* NAD 83(1986) POSITION- 27 53 37.     (N) 082 40 53.     (W)   SCALED
 AG0062* NAVD 88 ORTHO HEIGHT -     1.736 (meters)        5.70  (feet) ADJUSTED
 AG0062  ______________________________________________________________________
 AG0062  GEOID HEIGHT    -        -24.667 (meters)                     GEOID18
 AG0062  DYNAMIC HEIGHT  -          1.733 (meters)        5.69  (feet) COMP
 AG0062  MODELED GRAVITY -    979,183.9   (mgal)                       NAVD 88
 AG0062
 AG0062  VERT ORDER      -  SECOND    CLASS II
 AG0062
 AG0062.The horizontal coordinates were scaled from a map and have
 AG0062.an estimated accuracy of +/- 6 seconds.
 AG0062
 AG0062.The orthometric height was determined by differential leveling and
 AG0062.adjusted by the NATIONAL GEODETIC SURVEY
 AG0062.in June 1991.
 AG0062
 AG0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0062.GEOID18 height accuracy estimate available here.
 AG0062
 AG0062.Click photographs - Photos may exist for this station.
 AG0062
 AG0062.The dynamic height is computed by dividing the NAVD 88
 AG0062.geopotential number by the normal gravity value computed on the
 AG0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0062.degrees latitude (g = 980.6199 gals.).
 AG0062
 AG0062.The modeled gravity was interpolated from observed gravity values.
 AG0062
 AG0062;                    North         East    Units  Estimated Accuracy
 AG0062;SPC FL W     -   394,610.      132,920.      MT  (+/- 180 meters Scaled)
 AG0062
 AG0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345865(NAD 83)
 AG0062
 AG0062                          SUPERSEDED SURVEY CONTROL
 AG0062
 AG0062  NGVD 29 (??/??/92)    1.998  (m)            6.56   (f) ADJ UNCH    2 2
 AG0062
 AG0062.Superseded values are not recommended for survey control.
 AG0062
 AG0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0062.See file dsdata.pdf to determine how the superseded data were derived.
 AG0062
 AG0062_MARKER: DD = SURVEY DISK
 AG0062_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0062_SP_SET: HEADWALL
 AG0062_STAMPING: 159
 AG0062_MARK LOGO: FLHD
 AG0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0062+STABILITY: SURFACE MOTION
 AG0062
 AG0062  HISTORY     - Date     Condition        Report By
 AG0062  HISTORY     - UNK      MONUMENTED       FLHD
 AG0062  HISTORY     - 1975     GOOD             FLDT
 AG0062  HISTORY     - 19910418 MARK NOT FOUND   USPSQD
 AG0062  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0062
 AG0062                          STATION DESCRIPTION
 AG0062
 AG0062'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0062'1 MI NW FROM ST PETERSBURG.
 AG0062'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0062'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 2.65 MILES TO
 AG0062'THE JUNCTION OF EVERGREEN AVENUE (34TH STREET).  STATION ON THE
 AG0062'LEFT, IN NW CORNER, 107.0 FT. WEST OF THE CENTERLINE OF EVERGREEN
 AG0062'AVENUE.  SET IN TOP OF CONCRETE HEADWALL.  SECTION 3, T30S, R16E.
 AG0062
 AG0062                          STATION RECOVERY (1991)
 AG0062
 AG0062'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0062'MARK NOT FOUND.
 AG0062
 AG0062                          STATION RECOVERY (1999)
 AG0062
 AG0062'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0062'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7042 ***********************************************************************
 AG7042  DESIGNATION -  159 C OF SP
 AG7042  PID         -  AG7042
 AG7042  STATE/COUNTY-  FL/PINELLAS
 AG7042  COUNTRY     -  US
 AG7042  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7042
 AG7042                         *CURRENT SURVEY CONTROL
 AG7042  ______________________________________________________________________
 AG7042* NAD 83(1986) POSITION- 27 46 39.     (N) 082 41 14.     (W)   SCALED
 AG7042* NAVD 88 ORTHO HEIGHT -    12.957 (meters)       42.51  (feet) ADJUSTED
 AG7042  ______________________________________________________________________
 AG7042  GEOID HEIGHT    -        -24.467 (meters)                     GEOID18
 AG7042  DYNAMIC HEIGHT  -         12.938 (meters)       42.45  (feet) COMP
 AG7042  MODELED GRAVITY -    979,175.7   (mgal)                       NAVD 88
 AG7042
 AG7042  VERT ORDER      -  SECOND    CLASS II
 AG7042
 AG7042.The horizontal coordinates were scaled from a map and have
 AG7042.an estimated accuracy of +/- 6 seconds.
 AG7042
 AG7042.The orthometric height was determined by differential leveling and
 AG7042.adjusted by the NATIONAL GEODETIC SURVEY
 AG7042.in June 1991.
 AG7042
 AG7042.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7042.GEOID18 height accuracy estimate available here.
 AG7042
 AG7042.Click photographs - Photos may exist for this station.
 AG7042
 AG7042.The dynamic height is computed by dividing the NAVD 88
 AG7042.geopotential number by the normal gravity value computed on the
 AG7042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7042.degrees latitude (g = 980.6199 gals.).
 AG7042
 AG7042.The modeled gravity was interpolated from observed gravity values.
 AG7042
 AG7042;                    North         East    Units  Estimated Accuracy
 AG7042;SPC FL W     -   381,740.      132,270.      MT  (+/- 180 meters Scaled)
 AG7042
 AG7042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL337736(NAD 83)
 AG7042
 AG7042                          SUPERSEDED SURVEY CONTROL
 AG7042
 AG7042  NGVD 29 (??/??/92)   13.226  (m)           43.39   (f) ADJ UNCH    2 2
 AG7042
 AG7042.Superseded values are not recommended for survey control.
 AG7042
 AG7042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7042.See file dsdata.pdf to determine how the superseded data were derived.
 AG7042
 AG7042_MARKER: DB = BENCH MARK DISK
 AG7042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7042_PROJECTION: FLUSH
 AG7042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7042+STABILITY: SURFACE MOTION
 AG7042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7042+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 AG7042
 AG7042  HISTORY     - Date     Condition        Report By
 AG7042  HISTORY     - UNK      MONUMENTED       FL2730
 AG7042  HISTORY     - 1977     GOOD             FL-103
 AG7042  HISTORY     - 19990105 GOOD             USPSQD
 AG7042  HISTORY     - 20060116 GOOD             USPSQD
 AG7042  HISTORY     - 20081015 GOOD             PINCPW
 AG7042
 AG7042                          STATION DESCRIPTION
 AG7042
 AG7042'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7042'IN ST PETERSBURG.
 AG7042'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 SR 55
 AG7042'34TH ST. N. AND SR 595 5TH AVE. N., RUN WESTERLY ON SR 595 FOR 0.50
 AG7042'MILE TO THE INTERSECTION OF 40TH ST. N. STATION ON LEFT, S.W. CORNER,
 AG7042'27.3 FT. WEST OF THE CENTERLINE OF 40TH ST. N., 47.8 FT. SOUTH OF THE
 AG7042'CENTERLINE OF 5TH AVE. N., 25.1 FT. N.E. OF THE N.E. CORNER OF A
 AG7042'SINGLE STORY BLOCK BUILDING 4000 5TH AVE. N., 8.3 FT. S.S.W. OF A 12
 AG7042'INCH PALM TREE, 1.8 FT. NORTH OF THE NORTH EDGE OF CONCRETE DRIVEWAY
 AG7042'4000 5TH AVE. N. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 AG7042'THE GROUND.
 AG7042
 AG7042                          STATION RECOVERY (1999)
 AG7042
 AG7042'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7042'RECOVERED IN GOOD CONDITION.
 AG7042
 AG7042                          STATION RECOVERY (2006)
 AG7042
 AG7042'RECOVERY NOTE BY US POWER SQUADRON 2006 (HH)
 AG7042'FOUND, HOWEVER THE CONCRETE POST IS NOW 3  BELOW THE GRADE OF THE
 AG7042'SIDEWALK AND LANDSCAPING.
 AG7042
 AG7042                          STATION RECOVERY (2008)
 AG7042
 AG7042'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (CB)
 AG7042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF4034 ***********************************************************************
 DF4034  DESIGNATION -  1592 15
 DF4034  PID         -  DF4034
 DF4034  STATE/COUNTY-  FL/PUTNAM
 DF4034  COUNTRY     -  US
 DF4034  USGS QUAD   -  KEUKA (2018)
 DF4034
 DF4034                         *CURRENT SURVEY CONTROL
 DF4034  ______________________________________________________________________
 DF4034* NAD 83(1986) POSITION- 29 35 18.     (N) 081 59 10.     (W)   SCALED
 DF4034* NAVD 88 ORTHO HEIGHT -    33.970 (meters)      111.45  (feet) ADJUSTED
 DF4034  ______________________________________________________________________
 DF4034  GEOID HEIGHT    -        -28.001 (meters)                     GEOID18
 DF4034  DYNAMIC HEIGHT  -         33.924 (meters)      111.30  (feet) COMP
 DF4034  MODELED GRAVITY -    979,284.4   (mgal)                       NAVD 88
 DF4034
 DF4034  VERT ORDER      -  SECOND    CLASS I
 DF4034
 DF4034.The horizontal coordinates were scaled from a map and have
 DF4034.an estimated accuracy of +/- 6 seconds.
 DF4034
 DF4034.The orthometric height was determined by differential leveling and
 DF4034.adjusted by the NATIONAL GEODETIC SURVEY
 DF4034.in May 2004.
 DF4034
 DF4034.No vertical observational check was made to the station.
 DF4034
 DF4034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4034.GEOID18 height accuracy estimate available here.
 DF4034
 DF4034.Click photographs - Photos may exist for this station.
 DF4034
 DF4034.The dynamic height is computed by dividing the NAVD 88
 DF4034.geopotential number by the normal gravity value computed on the
 DF4034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4034.degrees latitude (g = 980.6199 gals.).
 DF4034
 DF4034.The modeled gravity was interpolated from observed gravity values.
 DF4034
 DF4034;                    North         East    Units  Estimated Accuracy
 DF4034;SPC FL E     -   582,640.      104,470.      MT  (+/- 180 meters Scaled)
 DF4034
 DF4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN044735(NAD 83)
 DF4034
 DF4034                          SUPERSEDED SURVEY CONTROL
 DF4034
 DF4034.No superseded survey control is available for this station.
 DF4034
 DF4034_MARKER: DD = SURVEY DISK
 DF4034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4034_STAMPING: BM 1592 15
 DF4034_MARK LOGO: SJRWMD
 DF4034_PROJECTION: RECESSED 10 CENTIMETERS
 DF4034_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4034+STABILITY: SURFACE MOTION
 DF4034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4034+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4034
 DF4034  HISTORY     - Date     Condition        Report By
 DF4034  HISTORY     - 1994     MONUMENTED       SJRWMD
 DF4034  HISTORY     - 20010523 GOOD             FLDEP
 DF4034
 DF4034                          STATION DESCRIPTION
 DF4034
 DF4034'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4034'THE MARK IS ABOUT 6.7 MI SOUTHEAST OF HAWTHORNE, 1.0 MI WEST OF
 DF4034'JOHNSON, IN SECTION 27,
 DF4034'TOWNSHIP 10 SOUTH, RANGE 23 EAST.
 DF4034'
 DF4034'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DF4034'ROAD 20 IN
 DF4034'HAWTHORNE, GO EAST ON STATE ROAD 20 FOR 1.9 MI TO THE PUTNAM COUNTY
 DF4034'LINE, CONTINUE
 DF4034'EAST ON STATE ROAD 20 FOR 2.0 MI TO THE JUNCTION OF COUNTY ROAD 20A ON
 DF4034'THE RIGHT, TURN
 DF4034'RIGHT ON COUNTY ROAD 20A AND GO SOUTHERLY FOR 2.75 MI TO THE JUNCTION
 DF4034'OF EAST COWPEN
 DF4034'LAKE ROAD ON THE LEFT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A
 DF4034'CONCRETE MONUMENT
 DF4034'RECESSED 0.4 FT BELOW THE LEVEL OF THE GROUND AND 2.0 FT BELOW THE
 DF4034'LEVEL OF COUNTY
 DF4034'ROAD 20A.
 DF4034'
 DF4034'LOCATED 39.4 FT SOUTH OF THE CENTERLINE OF COUNTY ROAD 20A, 23.0 FT
 DF4034'WEST OF A DIM TRACK
 DF4034'ROAD, 2.4 FT EAST OF A RIGHT-OF-WAY MARKER AND 1.9 FT NORTH OF A METAL
 DF4034'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF4033 ***********************************************************************
 DF4033  DESIGNATION -  1593 15
 DF4033  PID         -  DF4033
 DF4033  STATE/COUNTY-  FL/PUTNAM
 DF4033  COUNTRY     -  US
 DF4033  USGS QUAD   -  KEUKA (2018)
 DF4033
 DF4033                         *CURRENT SURVEY CONTROL
 DF4033  ______________________________________________________________________
 DF4033* NAD 83(1986) POSITION- 29 34 22.     (N) 081 58 25.     (W)   SCALED
 DF4033* NAVD 88 ORTHO HEIGHT -    25.419 (meters)       83.40  (feet) ADJUSTED
 DF4033  ______________________________________________________________________
 DF4033  GEOID HEIGHT    -        -28.021 (meters)                     GEOID18
 DF4033  DYNAMIC HEIGHT  -         25.385 (meters)       83.28  (feet) COMP
 DF4033  MODELED GRAVITY -    979,283.1   (mgal)                       NAVD 88
 DF4033
 DF4033  VERT ORDER      -  SECOND    CLASS I
 DF4033
 DF4033.The horizontal coordinates were scaled from a map and have
 DF4033.an estimated accuracy of +/- 6 seconds.
 DF4033
 DF4033.The orthometric height was determined by differential leveling and
 DF4033.adjusted by the NATIONAL GEODETIC SURVEY
 DF4033.in May 2004.
 DF4033
 DF4033.No vertical observational check was made to the station.
 DF4033
 DF4033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4033.GEOID18 height accuracy estimate available here.
 DF4033
 DF4033.Click photographs - Photos may exist for this station.
 DF4033
 DF4033.The dynamic height is computed by dividing the NAVD 88
 DF4033.geopotential number by the normal gravity value computed on the
 DF4033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4033.degrees latitude (g = 980.6199 gals.).
 DF4033
 DF4033.The modeled gravity was interpolated from observed gravity values.
 DF4033
 DF4033;                    North         East    Units  Estimated Accuracy
 DF4033;SPC FL E     -   580,910.      105,660.      MT  (+/- 180 meters Scaled)
 DF4033
 DF4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN056718(NAD 83)
 DF4033
 DF4033                          SUPERSEDED SURVEY CONTROL
 DF4033
 DF4033.No superseded survey control is available for this station.
 DF4033
 DF4033_MARKER: DD = SURVEY DISK
 DF4033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4033_STAMPING: BM 1593 15
 DF4033_MARK LOGO: SJRWMD
 DF4033_PROJECTION: RECESSED 5 CENTIMETERS
 DF4033_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4033+STABILITY: SURFACE MOTION
 DF4033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4033+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4033
 DF4033  HISTORY     - Date     Condition        Report By
 DF4033  HISTORY     - 1994     MONUMENTED       SJRWMD
 DF4033  HISTORY     - 20010523 GOOD             FLDEP
 DF4033
 DF4033                          STATION DESCRIPTION
 DF4033
 DF4033'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4033'THE MARK IS ABOUT 6.2 MI NORTHEAST OF ORANGE SPRINGS, 0.8 MI SOUTH OF
 DF4033'JOHNSON, IN SECTION
 DF4033'35, TOWNSHIP 10 SOUTH, RANGE 23 EAST.
 DF4033'
 DF4033'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DF4033'ROAD 20 IN
 DF4033'HAWTHORNE, GO EAST ON STATE ROAD 20 FOR 1.9 MI TO THE PUTNAM COUNTY
 DF4033'LINE, CONTINUE
 DF4033'EAST ON STATE ROAD 20 FOR 2.0 MI TO THE JUNCTION OF COUNTY ROAD 20A ON
 DF4033'THE RIGHT, TURN
 DF4033'RIGHT ON COUNTY ROAD 20A AND GO SOUTHERLY FOR 3.75 MI TO THE
 DF4033'INTERSECTION OF STATE
 DF4033'ROAD 21, TURN RIGHT ON STATE ROAD 21 AND GO SOUTH FOR 0.8 MI TO THE
 DF4033'JUNCTION OF NEAL
 DF4033'ROAD ON THE LEFT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DF4033'CONCRETE
 DF4033'MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0
 DF4033'FT BELOW THE
 DF4033'LEVEL OF STATE ROAD 21.
 DF4033'
 DF4033'LOCATED 55.1 FT WEST OF THE CENTERLINE OF STATE ROAD 21, 22.4 FT NORTH
 DF4033'OF THE EXTENDED
 DF4033'CENTERLINE OF NEAL ROAD, 2.5 FT EAST OF A POWER POLE WITH 2 GUY WIRES
 DF4033'AND A SJRWMD SIGN
 DF4033'ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6695 ***********************************************************************
 DE6695  DESIGNATION -  1598 20 RM 1
 DE6695  PID         -  DE6695
 DE6695  STATE/COUNTY-  FL/VOLUSIA
 DE6695  COUNTRY     -  US
 DE6695  USGS QUAD   -  DELAND (2018)
 DE6695
 DE6695                         *CURRENT SURVEY CONTROL
 DE6695  ______________________________________________________________________
 DE6695* NAD 83(1986) POSITION- 29 07 11.     (N) 081 17 08.     (W)   SCALED
 DE6695* NAVD 88 ORTHO HEIGHT -    14.757 (meters)       48.42  (feet) ADJUSTED
 DE6695  ______________________________________________________________________
 DE6695  GEOID HEIGHT    -        -28.212 (meters)                     GEOID18
 DE6695  DYNAMIC HEIGHT  -         14.736 (meters)       48.35  (feet) COMP
 DE6695  MODELED GRAVITY -    979,254.1   (mgal)                       NAVD 88
 DE6695
 DE6695  VERT ORDER      -  SECOND    CLASS I
 DE6695
 DE6695.The horizontal coordinates were scaled from a map and have
 DE6695.an estimated accuracy of +/- 6 seconds.
 DE6695
 DE6695.The orthometric height was determined by differential leveling and
 DE6695.adjusted by the NATIONAL GEODETIC SURVEY
 DE6695.in May 2004.
 DE6695
 DE6695.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6695.GEOID18 height accuracy estimate available here.
 DE6695
 DE6695.Click photographs - Photos may exist for this station.
 DE6695
 DE6695.The dynamic height is computed by dividing the NAVD 88
 DE6695.geopotential number by the normal gravity value computed on the
 DE6695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6695.degrees latitude (g = 980.6199 gals.).
 DE6695
 DE6695.The modeled gravity was interpolated from observed gravity values.
 DE6695
 DE6695;                    North         East    Units  Estimated Accuracy
 DE6695;SPC FL E     -   530,330.      172,210.      MT  (+/- 180 meters Scaled)
 DE6695
 DE6695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN722212(NAD 83)
 DE6695
 DE6695                          SUPERSEDED SURVEY CONTROL
 DE6695
 DE6695.No superseded survey control is available for this station.
 DE6695
 DE6695_MARKER: DD = SURVEY DISK
 DE6695_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE6695_SP_SET: HEADWALL
 DE6695_STAMPING: BM 1598-20 RM 1
 DE6695_MARK LOGO: SJRWMD
 DE6695_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6695+STABILITY: SURFACE MOTION
 DE6695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6695+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1999
 DE6695
 DE6695  HISTORY     - Date     Condition        Report By
 DE6695  HISTORY     - UNK      MONUMENTED       SJRWMD
 DE6695  HISTORY     - 19990305 GOOD             FLDEP
 DE6695
 DE6695                          STATION DESCRIPTION
 DE6695
 DE6695'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6695'THE MARK IS ABOUT 25.5 MI (41.0 KM) SOUTH OF BUNNELL, 7.0 MI (11.3 KM)
 DE6695'NORTH OF DELAND, IN SECTION 37, TOWNSHIP 16 SOUTH, RANGE 30 EAST. TO
 DE6695'REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (WOODLAND
 DE6695'BOULEVARD) AND U.S. HIGHWAY 92 (INTERNATIONAL SPEEDWAY BOULEVARD) ON
 DE6695'THE NORTH SIDE OF DELAND, GO NORTH ON U.S. HIGHWAY 17 (WOODLAND
 DE6695'BOULEVARD) FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROAD 11 ON THE
 DE6695'RIGHT, BEAR RIGHT AND CONTINUE NORTH ON STATE ROAD 11 FOR 3.7 MI (6.0
 DE6695'KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE HEADWALL
 DE6695'LEVEL WITH THE GROUND AND 1.4 FT (0.4 M) BELOW THE LEVEL OF STATE ROAD
 DE6695'11. LOCATED 193.0 FT (58.8 M) SOUTH OF AND ACROSS STATE ROAD 11 FROM
 DE6695'THE CENTERLINE OF THE DRIVEWAY AT 4248, 31.4 FT (9.6 M) SOUTHEAST OF
 DE6695'THE CENTERLINE OF STATE ROAD 11, 14.2 FT (4.3 M) NORTHEAST OF A METAL
 DE6695'POST WITH A ST JOHN WITH SIGN ATTACHED, 13.8 FT (4.2 M) NORTHEAST OF
 DE6695'THE SOUTH END OF THE HEADWALL AND 13.7 FT (4.2 M) SOUTHWEST OF THE
 DE6695'NORTH END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ6234 ***********************************************************************
 AJ6234  DESIGNATION -  16
 AJ6234  PID         -  AJ6234
 AJ6234  STATE/COUNTY-  FL/MARTIN
 AJ6234  COUNTRY     -  US
 AJ6234  USGS QUAD   -  PORT MAYACA (2018)
 AJ6234
 AJ6234                         *CURRENT SURVEY CONTROL
 AJ6234  ______________________________________________________________________
 AJ6234* NAD 83(2011) POSITION- 26 59 03.32517(N) 080 37 15.68363(W)   ADJUSTED
 AJ6234* NAD 83(2011) ELLIP HT-   -14.407 (meters)        (06/27/12)   ADJUSTED
 AJ6234* NAD 83(2011) EPOCH   -  2010.00
 AJ6234* NAVD 88 ORTHO HEIGHT -    11.798 (meters)       38.71  (feet) ADJUSTED
 AJ6234  ______________________________________________________________________
 AJ6234  GEOID HEIGHT    -        -26.191 (meters)                     GEOID18
 AJ6234  NAD 83(2011) X  -    926,884.406 (meters)                     COMP
 AJ6234  NAD 83(2011) Y  - -5,611,632.610 (meters)                     COMP
 AJ6234  NAD 83(2011) Z  -  2,876,654.678 (meters)                     COMP
 AJ6234  LAPLACE CORR    -         -2.09  (seconds)                    DEFLEC18
 AJ6234  DYNAMIC HEIGHT  -         11.780 (meters)       38.65  (feet) COMP
 AJ6234  MODELED GRAVITY -    979,102.7   (mgal)                       NAVD 88
 AJ6234
 AJ6234  VERT ORDER      -  FIRST     CLASS II
 AJ6234
 AJ6234  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ6234  Standards:
 AJ6234         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ6234            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ6234  -------------------------------------------------------------------
 AJ6234  NETWORK    1.32   2.35           0.59   0.48   1.20      0.07347580
 AJ6234  -------------------------------------------------------------------
 AJ6234  Click here for local accuracies and other accuracy information.
 AJ6234
 AJ6234.The horizontal coordinates were established by GPS observations
 AJ6234.and adjusted by the National Geodetic Survey in June 2012.
 AJ6234
 AJ6234.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ6234.been affixed to the stable North American tectonic plate. See 
 AJ6234.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ6234
 AJ6234.The horizontal coordinates are valid at the epoch date displayed above
 AJ6234.which is a decimal equivalence of Year/Month/Day.
 AJ6234
 AJ6234.The orthometric height was determined by differential leveling and
 AJ6234.adjusted by the NATIONAL GEODETIC SURVEY
 AJ6234.in January 2002.
 AJ6234
 AJ6234.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6234.GEOID18 height accuracy estimate available here.
 AJ6234
 AJ6234.Click photographs - Photos may exist for this station.
 AJ6234
 AJ6234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ6234
 AJ6234.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ6234
 AJ6234.The ellipsoidal height was determined by GPS observations
 AJ6234.and is referenced to NAD 83.
 AJ6234
 AJ6234.The dynamic height is computed by dividing the NAVD 88
 AJ6234.geopotential number by the normal gravity value computed on the
 AJ6234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6234.degrees latitude (g = 980.6199 gals.).
 AJ6234
 AJ6234.The modeled gravity was interpolated from observed gravity values.
 AJ6234
 AJ6234. The following values were computed from the NAD 83(2011) position.
 AJ6234
 AJ6234;                    North         East     Units Scale Factor Converg.
 AJ6234;SPC FL E     -   293,716.227   237,618.484   MT  0.99995864   +0 10 19.1
 AJ6234;SPC FL E     -   963,633.99    779,586.64   sFT  0.99995864   +0 10 19.1
 AJ6234;UTM  17      - 2,984,747.994   537,605.649   MT  0.99961746   +0 10 19.1
 AJ6234
 AJ6234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ6234!SPC FL E     -   1.00000226  x   0.99995864  =   0.99996090
 AJ6234!UTM  17      -   1.00000226  x   0.99961746  =   0.99961972
 AJ6234
 AJ6234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK3760584747(NAD 83)
 AJ6234
 AJ6234|---------------------------------------------------------------------|
 AJ6234| PID    Reference Object                     Distance      Geod. Az  |
 AJ6234|                                                           dddmmss.s |
 AJ6234| AD8713 PMB 3                               370.633 METERS 00633     |
 AJ6234|---------------------------------------------------------------------|
 AJ6234
 AJ6234                          SUPERSEDED SURVEY CONTROL
 AJ6234
 AJ6234  NAD 83(2007)-  26 59 03.32519(N)    080 37 15.68420(W) AD(2002.00) 0
 AJ6234  ELLIP H (02/10/07)  -14.388  (m)                       GP(2002.00)    
 AJ6234  NAD 83(1999)-  26 59 03.32531(N)    080 37 15.68503(W) AD(       ) 1
 AJ6234  ELLIP H (12/12/02)  -14.400  (m)                       GP(       ) 4 1
 AJ6234  NAVD 88              11.80   (m)           38.7    (f) LEVELING    3  
 AJ6234
 AJ6234.Superseded values are not recommended for survey control.
 AJ6234
 AJ6234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6234.See file dsdata.pdf to determine how the superseded data were derived.
 AJ6234
 AJ6234_MARKER: DD = SURVEY DISK
 AJ6234_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ6234_SP_SET: LOCKWALL
 AJ6234_STAMPING: 16 1979
 AJ6234_MARK LOGO: USACE
 AJ6234_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6234+STABILITY: SURFACE MOTION
 AJ6234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6234+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2017
 AJ6234
 AJ6234  HISTORY     - Date     Condition        Report By
 AJ6234  HISTORY     - 1979     MONUMENTED       USACE
 AJ6234  HISTORY     - 20010615 GOOD             EMCINC
 AJ6234  HISTORY     - 2002     GOOD             MAPTEC
 AJ6234  HISTORY     - 20130604 GOOD             BAKER
 AJ6234  HISTORY     - 20141218 GOOD             USGS
 AJ6234  HISTORY     - 20170301 GOOD             AMEC
 AJ6234
 AJ6234                          STATION DESCRIPTION
 AJ6234
 AJ6234'DESCRIBED BY EMC INCORPORATED 2001 (WJB)
 AJ6234'THE STATION IS LOCATED IN PORT MAYACA, FLORIDA ON THE SOUTH LOCK
 AJ6234'WALL OF PORT MAYACA LOCK.
 AJ6234'LOCATED ON THE PORT MAYACA QUAD, TOWNSHIP 40 SOUTH, RANGE 37 EAST.
 AJ6234'
 AJ6234'OWNERSHIP  CORPS OF ENGINEERS U.S. ARMY
 AJ6234'
 AJ6234'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441/98
 AJ6234'AND STATE ROAD 76 IN PORT MAYACA, FLORIDA GO NORTH ON STATE ROAD
 AJ6234'76 0.88 KILOMETERS (0.55 MILES) TO AN ASPHALT ROAD ON LEFT, THENCE
 AJ6234'SOUTHWEST ON ASPHALT ROAD 0.40 KILOMETERS (0.25 MILES) TO THE TOP
 AJ6234'OF HERBERT HOOVER LEVEE, THENCE NORTH 0.48 KILOMETERS (0.3 MILES)
 AJ6234'TO GATE, THENCE CONTINUE NORTH THROUGH COMPOUND 0.16
 AJ6234'KILOMETERS (0.1 MILES) TO THE NORTH END OF PARKING AREA AND MARK
 AJ6234'APPROXIMATELY 15.0 METERS (50.0 FEET) AHEAD ON THE SOUTH LOCK
 AJ6234'WALL.
 AJ6234'
 AJ6234'THE STATION IS 20.6 METERS (67.6 FEET) WEST, NORTHWEST OF A STEEL
 AJ6234'LIGHT POST ON LOCK WALL, 2.5 METERS (8.2 FEET) NORTHEAST OF THE
 AJ6234'NORTHEAST CORNER OF LOCK CONTROL HOUSE AND 0.4 METERS (1.3 FEET)
 AJ6234'SOUTH OF THE NORTH EDGE OF THE SOUTH LOCK WALL.
 AJ6234'THE MARK IS A CORPS OF ENGINEERS U.S. ARMY BRONZE DISK SET FLUSH
 AJ6234'WITH THE TOP OF THE SOUTH CONCRETE LOCK WALL ON PORT MAYACA
 AJ6234'LOCK.
 AJ6234
 AJ6234                          STATION RECOVERY (2002)
 AJ6234
 AJ6234'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (WJB)
 AJ6234'RECOVERED AS DESCRIBED.
 AJ6234
 AJ6234                          STATION RECOVERY (2013)
 AJ6234
 AJ6234'RECOVERY NOTE BY M BAKER JR INCORPORATED 2013 (SJC)
 AJ6234'RECOVERED IN GOOD CONDITION.
 AJ6234
 AJ6234                          STATION RECOVERY (2014)
 AJ6234
 AJ6234'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2014 (RDH)
 AJ6234'RECOVERED AS DESCRIBED
 AJ6234
 AJ6234                          STATION RECOVERY (2017)
 AJ6234
 AJ6234'RECOVERY NOTE BY AMEC EARTH & ENVIRONMENTAL 2017 (JH)
 AJ6234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6992 ***********************************************************************
 AF6992  DESIGNATION -  16 72 A58
 AF6992  PID         -  AF6992
 AF6992  STATE/COUNTY-  FL/OSCEOLA
 AF6992  COUNTRY     -  US
 AF6992  USGS QUAD   -  LAKE MARIAN SW (2018)
 AF6992
 AF6992                         *CURRENT SURVEY CONTROL
 AF6992  ______________________________________________________________________
 AF6992* NAD 83(1990) POSITION- 27 48 16.55445(N) 081 11 48.65773(W)   ADJUSTED
 AF6992* NAVD 88 ORTHO HEIGHT -    21.416 (meters)       70.26  (feet) ADJUSTED
 AF6992  ______________________________________________________________________
 AF6992  GEOID HEIGHT    -        -26.909 (meters)                     GEOID18
 AF6992  LAPLACE CORR    -          0.38  (seconds)                    DEFLEC18
 AF6992  DYNAMIC HEIGHT  -         21.383 (meters)       70.15  (feet) COMP
 AF6992  MODELED GRAVITY -    979,152.6   (mgal)                       NAVD 88
 AF6992
 AF6992  HORZ ORDER      -  SECOND
 AF6992  VERT ORDER      -  SECOND    CLASS I
 AF6992
 AF6992.The horizontal coordinates were established by classical geodetic methods
 AF6992.and adjusted by the National Geodetic Survey in May 1991.
 AF6992
 AF6992.The orthometric height was determined by differential leveling and
 AF6992.adjusted by the NATIONAL GEODETIC SURVEY
 AF6992.in June 1991.
 AF6992
 AF6992.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6992.GEOID18 height accuracy estimate available here.
 AF6992
 AF6992.Click photographs - Photos may exist for this station.
 AF6992
 AF6992.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF6992
 AF6992.The dynamic height is computed by dividing the NAVD 88
 AF6992.geopotential number by the normal gravity value computed on the
 AF6992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6992.degrees latitude (g = 980.6199 gals.).
 AF6992
 AF6992.The modeled gravity was interpolated from observed gravity values.
 AF6992
 AF6992. The following values were computed from the NAD 83(1990) position.
 AF6992
 AF6992;                    North         East     Units Scale Factor Converg.
 AF6992;SPC FL E     -   384,571.818   180,603.833   MT  0.99994582   -0 05 30.6
 AF6992;SPC FL E     - 1,261,716.04    592,531.08   sFT  0.99994582   -0 05 30.6
 AF6992;SPC FL W     -   384,815.014   279,138.260   MT  1.00001845   +0 22 28.8
 AF6992;SPC FL W     - 1,262,513.93    915,806.11   sFT  1.00001845   +0 22 28.8
 AF6992;UTM  17      - 3,075,572.585   480,610.451   MT  0.99960464   -0 05 30.6
 AF6992
 AF6992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF6992!SPC FL E     -   1.00000086  x   0.99994582  =   0.99994668
 AF6992!SPC FL W     -   1.00000086  x   1.00001845  =   1.00001931
 AF6992!UTM  17      -   1.00000086  x   0.99960464  =   0.99960550
 AF6992
 AF6992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML8061075572(NAD 83)
 AF6992
 AF6992                          SUPERSEDED SURVEY CONTROL
 AF6992
 AF6992  NAD 83(1986)-  27 48 16.56217(N)    081 11 48.67429(W) AD(       ) 2
 AF6992  NGVD 29 (09/01/92)   21.780  (m)           71.46   (f) ADJUSTED    2 1
 AF6992  NGVD 29              21.77   (m)           71.4    (f) LEVELING    3  
 AF6992
 AF6992.Superseded values are not recommended for survey control.
 AF6992
 AF6992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6992.See file dsdata.pdf to determine how the superseded data were derived.
 AF6992
 AF6992_MARKER: DE = TRAVERSE STATION DISK
 AF6992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6992_STAMPING: 16-72-A58
 AF6992_MARK LOGO: FLDT
 AF6992_PROJECTION: FLUSH
 AF6992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF6992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6992+STABILITY: SURFACE MOTION
 AF6992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6992+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2003
 AF6992
 AF6992  HISTORY     - Date     Condition        Report By
 AF6992  HISTORY     - 1983     MONUMENTED       FLDNR
 AF6992  HISTORY     - 1983     GOOD             FLDNR
 AF6992  HISTORY     - 1983     GOOD             FLDNR
 AF6992  HISTORY     - 20030403 GOOD             FLDEP
 AF6992  HISTORY     - 20051215 MARK NOT FOUND   PICKET
 AF6992  HISTORY     - 20070413 MARK NOT FOUND   FLDEP
 AF6992  HISTORY     - 20240618 MARK NOT FOUND   GEOCAC
 AF6992
 AF6992                          STATION DESCRIPTION
 AF6992
 AF6992'DESCRIBED BY FL DEPT OF NAT RES 1983 (KKH)
 AF6992'THE STATION IS LOCATED 18.2 MILES NORTHWEST OF YEEHAW JUNCTION, 8.4
 AF6992'MILES EAST OF INDIAN LAKE ESTATES, AND 25.8 MILES EAST-SOUTHEAST OF
 AF6992'LAKE WALES.
 AF6992'
 AF6992'TO REACH THE STATION FROM LAKE WALES GO 27 MILES EAST-SOUTHEAST TO
 AF6992'THE EAST SIDE OF THE KISSIMMEE RIVER BRIDGE AND THE STATION MARK ON
 AF6992'THE RIGHT.
 AF6992'
 AF6992'RECOVERED AS DESCRIBED.
 AF6992'
 AF6992'REFERENCE MARK 1 IS A STANDARD FLDNR DISK STAMPED---16-72-A58 RM
 AF6992'1 1983 BSM---SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE POST.
 AF6992'THE MARK BEARS 17.4 MILES SOUTH OF THE CENTERLINE OF HIGHWAY 60,
 AF6992'3.6 FEET NORTH OF A GUARDRAIL, AND 97.7 FEET EAST OF THE SOUTHEAST
 AF6992'CORNER OF THE BRIDGE.
 AF6992'
 AF6992'REFERENCE MARK 2 IS A STANDARD FLDNR DISK STAMPED---16-72-A58 RM
 AF6992'2 1983 BSM---SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE POST
 AF6992'FLUSH WITH THE GROUND.  THE MARK BEARS 17.3 FEET NORTH OF THE
 AF6992'CENTERLINE OF HIGHWAY 60, 2.7 FEET SOUTH OF A GUARDRAIL, AND 53
 AF6992'FEET EAST OF THE NORTHEAST CORNER OF THE BRIDGE.
 AF6992'
 AF6992'ALL MARKS CAN BE LOCATED WITH A FERROUS METAL DETECTOR.
 AF6992
 AF6992                          STATION RECOVERY (1983)
 AF6992
 AF6992'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AF6992'25.8 MI ESE FROM LAKE WALES.
 AF6992'THE MARK IS AT THE EAST END OF THE STATE HIGHWAY 60 BRIDGE OVER
 AF6992'THE KISSIMMEE RIVER.  THE MARK BEARS 50 FEET EAST OF THE SOUTHEAST
 AF6992'CORNER OF THE BRIDGE, 22.6 FEET SOUTH OF THE CENTERLINE OF THE
 AF6992'HIGHWAY, AND 2 FEET SOUTH OF A WITNESS POST.
 AF6992
 AF6992                          STATION RECOVERY (2003)
 AF6992
 AF6992'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AF6992'RECOVERED AS DESCRIBED.
 AF6992
 AF6992                          STATION RECOVERY (2005)
 AF6992
 AF6992'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2005 (JM)
 AF6992'MARK NOT FOUND.
 AF6992
 AF6992                          STATION RECOVERY (2007)
 AF6992
 AF6992'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF6992'THE MARK WAS SEARCHED FOR BUT NOT FOUND. A NEW BRIDGE WAS BUILT IN
 AF6992'2003.
 AF6992
 AF6992                          STATION RECOVERY (2024)
 AF6992
 AF6992'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 AF6992'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7031 ***********************************************************************
 AF7031  DESIGNATION -  16 72 B 03 FLDT
 AF7031  PID         -  AF7031
 AF7031  STATE/COUNTY-  FL/POLK
 AF7031  COUNTRY     -  US
 AF7031  USGS QUAD   -  LAKE WEOHYAKAPKA NE (2018)
 AF7031
 AF7031                         *CURRENT SURVEY CONTROL
 AF7031  ______________________________________________________________________
 AF7031* NAD 83(1986) POSITION- 27 55 58.     (N) 081 20 16.     (W)   SCALED
 AF7031* NAVD 88 ORTHO HEIGHT -    15.626 (meters)       51.27  (feet) ADJUSTED
 AF7031  ______________________________________________________________________
 AF7031  GEOID HEIGHT    -        -27.209 (meters)                     GEOID18
 AF7031  DYNAMIC HEIGHT  -         15.603 (meters)       51.19  (feet) COMP
 AF7031  MODELED GRAVITY -    979,145.4   (mgal)                       NAVD 88
 AF7031
 AF7031  VERT ORDER      -  SECOND    CLASS II
 AF7031
 AF7031.The horizontal coordinates were scaled from a map and have
 AF7031.an estimated accuracy of +/- 6 seconds.
 AF7031
 AF7031.The orthometric height was determined by differential leveling and
 AF7031.adjusted by the NATIONAL GEODETIC SURVEY
 AF7031.in June 1991.
 AF7031
 AF7031.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7031.GEOID18 height accuracy estimate available here.
 AF7031
 AF7031.Click photographs - Photos may exist for this station.
 AF7031
 AF7031.The dynamic height is computed by dividing the NAVD 88
 AF7031.geopotential number by the normal gravity value computed on the
 AF7031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7031.degrees latitude (g = 980.6199 gals.).
 AF7031
 AF7031.The modeled gravity was interpolated from observed gravity values.
 AF7031
 AF7031;                    North         East    Units  Estimated Accuracy
 AF7031;SPC FL W     -   398,940.      265,180.      MT  (+/- 180 meters Scaled)
 AF7031
 AF7031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML667898(NAD 83)
 AF7031
 AF7031                          SUPERSEDED SURVEY CONTROL
 AF7031
 AF7031  NGVD 29 (09/01/92)   15.994  (m)           52.47   (f) ADJUSTED    2 2
 AF7031
 AF7031.Superseded values are not recommended for survey control.
 AF7031
 AF7031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7031.See file dsdata.pdf to determine how the superseded data were derived.
 AF7031
 AF7031_MARKER: DE = TRAVERSE STATION DISK
 AF7031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7031_STAMPING: 16-72-B03
 AF7031_MARK LOGO: FLDT
 AF7031_PROJECTION: RECESSED 8 CENTIMETERS
 AF7031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7031+STABILITY: SURFACE MOTION
 AF7031
 AF7031  HISTORY     - Date     Condition        Report By
 AF7031  HISTORY     - UNK      MONUMENTED       FLDT
 AF7031  HISTORY     - 1983     GOOD             FLDNR
 AF7031  HISTORY     - 19970203 MARK NOT FOUND   USPSQD
 AF7031
 AF7031                          STATION DESCRIPTION
 AF7031
 AF7031'DESCRIBED BY FL DEPT OF NAT RES 1983
 AF7031'21.05 MI EAST FROM LAKE WALES.
 AF7031'BEGIN IN LAKE WALES AT THE STATE HIGHWAY 60 BRIDGE OVER THE SCL
 AF7031'RAILROAD, GO 13.8 MILES EAST ON HIGHWAY 60 TO THE JUNCTION OF SAM
 AF7031'KEEN ROAD, GO 3.55 MILES NORTH ON SAM KEEN ROAD TO A 90-DEGREE LEFT
 AF7031'TURN AND A SAND ROAD LEADING NORTH, GO 0.1 MILE NORTH ON THE SAND
 AF7031'ROAD TO A METAL GATE, CONTINUE 0.2 MILE NORTH ON THE SAND ROAD TO A
 AF7031'90-DEGREE RIGHT TURN,
 AF7031'AND A DIM ROAD LEADING NORTH, GO 2.1 MILES NORTH ON THE DIM ROAD TO A
 AF7031'WOODEN GATE TO THE ALBERT MILES PROPERTY, CONTINUE THROUGH THE GATE
 AF7031'FOR 0.4 MILE ON THE DIM ROAD TO MR. MILES HOUSE, GO 0.1 MILE NORTH
 AF7031'ACROSS A DREDGED CANAL AND FILLED AREA TO AN OAK-LINED SAND RIDGE, GO
 AF7031'0.6 MILE WEST ALONG THE SAND RIDGE TO ITS END AT THE MOUTH OF TIGER
 AF7031'CREEK AND THE MARK.  THE MARK BEARS 233.4 FEET WEST-NORTHWEST OF A
 AF7031'STATE OF FLORIDA 4-INCH BY 4-INCH CONCRETE BOUNDARY MARKER, 234.5 FEET
 AF7031'NORTHWEST OF POWER POLE 33 (LAST POWER POLE ON THE RIDGE), 163 FEET
 AF7031'NORTHWEST OF A UTILITY POLE, AND 2.5 FEET EAST-SOUTHEAST OF A METAL
 AF7031'WITNESS POST.
 AF7031
 AF7031                          STATION RECOVERY (1997)
 AF7031
 AF7031'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF7031'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE8612 ***********************************************************************
 DE8612  DESIGNATION -  16 CMP
 DE8612  PID         -  DE8612
 DE8612  STATE/COUNTY-  FL/PUTNAM
 DE8612  COUNTRY     -  US
 DE8612  USGS QUAD   -  CRESCENT CITY (2018)
 DE8612
 DE8612                         *CURRENT SURVEY CONTROL
 DE8612  ______________________________________________________________________
 DE8612* NAD 83(1986) POSITION- 29 28 48.     (N) 081 32 54.     (W)   SCALED
 DE8612* NAVD 88 ORTHO HEIGHT -     4.325 (meters)       14.19  (feet) ADJUSTED
 DE8612  ______________________________________________________________________
 DE8612  GEOID HEIGHT    -        -28.513 (meters)                     GEOID18
 DE8612  DYNAMIC HEIGHT  -          4.319 (meters)       14.17  (feet) COMP
 DE8612  MODELED GRAVITY -    979,272.6   (mgal)                       NAVD 88
 DE8612
 DE8612  VERT ORDER      -  SECOND    CLASS I
 DE8612
 DE8612.The horizontal coordinates were scaled from a map and have
 DE8612.an estimated accuracy of +/- 6 seconds.
 DE8612
 DE8612.The orthometric height was determined by differential leveling and
 DE8612.adjusted by the NATIONAL GEODETIC SURVEY
 DE8612.in September 2003.
 DE8612
 DE8612.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8612.GEOID18 height accuracy estimate available here.
 DE8612
 DE8612.Click photographs - Photos may exist for this station.
 DE8612
 DE8612.The dynamic height is computed by dividing the NAVD 88
 DE8612.geopotential number by the normal gravity value computed on the
 DE8612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8612.degrees latitude (g = 980.6199 gals.).
 DE8612
 DE8612.The modeled gravity was interpolated from observed gravity values.
 DE8612
 DE8612;                    North         East    Units  Estimated Accuracy
 DE8612;SPC FL E     -   570,360.      146,820.      MT  (+/- 180 meters Scaled)
 DE8612
 DE8612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN468612(NAD 83)
 DE8612
 DE8612                          SUPERSEDED SURVEY CONTROL
 DE8612
 DE8612.No superseded survey control is available for this station.
 DE8612
 DE8612_MARKER: DD = SURVEY DISK
 DE8612_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE8612_SP_SET: BOX CULVERT
 DE8612_STAMPING: 16 CMP 1969
 DE8612_MARK LOGO: USGS
 DE8612_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8612+STABILITY: SURFACE MOTION
 DE8612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8612+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2001
 DE8612
 DE8612  HISTORY     - Date     Condition        Report By
 DE8612  HISTORY     - 1969     MONUMENTED       USGS
 DE8612  HISTORY     - 20010511 GOOD             FLDEP
 DE8612  HISTORY     - 20020712 GOOD             FLDEP
 DE8612
 DE8612                          STATION DESCRIPTION
 DE8612
 DE8612'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DE8612'THE MARK IS ABOUT 20.5 MI SOUTHEAST OF PALAKE, 4.5 MI NORTHWEST OF
 DE8612'CRESCENT CITY, 3.0 MI SOUTHEAST OF POMONA PARK, IN SECTION 2, TOWNSHIP
 DE8612'12 SOUTH, RANGE 27 EAST.
 DE8612'
 DE8612'TO REACH THE MARK FROM THE INTERSECTION OF CENTER AVENUE AND U.S.
 DE8612'HIGHWAY 17 (SUMMIT STREET) IN CRESCENT CITY, GO NORTH ON U.S. HIGHWAY
 DE8612'17 (SUMMIT STREET) FOR 0.4 MI TO THE POST OFFICE ON THE LEFT, CONTINUE
 DE8612'NORTH ON U.S. HIGHWAY 17 (SUMMIT STREET) FOR 4.1 MI TO THE MARK ON THE
 DE8612'RIGHT, SET FLUSH IN THE TOP OF THE NORTHEAST END OF THE HEADWALL FOR
 DE8612'THE CONCRETE BOX CULVERT.
 DE8612'
 DE8612'LOCATED 26.5 FT SOUTHEAST OF THE NORTH END OF A GUARDRAIL, 26.3 FT
 DE8612'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 17, 6.2 FT NORTHEAST OF A
 DE8612'METAL GUARDRAIL AND 0.7 FT SOUTHEAST OF THE NORTH END OF THE HEADWALL.
 DE8612'
 DE8612
 DE8612                          STATION RECOVERY (2002)
 DE8612
 DE8612'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE8612'RECOVERED AS DESCRIBED.
 DE8612'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI4795 ***********************************************************************
 AI4795  DESIGNATION -  16 FPV
 AI4795  PID         -  AI4795
 AI4795  STATE/COUNTY-  FL/COLUMBIA
 AI4795  COUNTRY     -  US
 AI4795  USGS QUAD   -  BENTON (2018)
 AI4795
 AI4795                         *CURRENT SURVEY CONTROL
 AI4795  ______________________________________________________________________
 AI4795* NAD 83(1986) POSITION- 30 23 15.66   (N) 082 37 39.12   (W)   HD_HELD1
 AI4795* NAVD 88 ORTHO HEIGHT -    35.899 (meters)      117.78  (feet) ADJUSTED
 AI4795  ______________________________________________________________________
 AI4795  GEOID HEIGHT    -        -28.194 (meters)                     GEOID18
 AI4795  DYNAMIC HEIGHT  -         35.852 (meters)      117.62  (feet) COMP
 AI4795  MODELED GRAVITY -    979,341.0   (mgal)                       NAVD 88
 AI4795
 AI4795  VERT ORDER      -  SECOND    CLASS I
 AI4795
 AI4795.The horizontal coordinates were determined by differentially corrected
 AI4795.hand held GPS observations or other comparable positioning techniques
 AI4795.and have an estimated accuracy of +/- 3 meters.
 AI4795
 AI4795.The orthometric height was determined by differential leveling and
 AI4795.adjusted by the NATIONAL GEODETIC SURVEY
 AI4795.in July 2004.
 AI4795
 AI4795.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI4795.GEOID18 height accuracy estimate available here.
 AI4795
 AI4795.Click photographs - Photos may exist for this station.
 AI4795
 AI4795.The dynamic height is computed by dividing the NAVD 88
 AI4795.geopotential number by the normal gravity value computed on the
 AI4795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI4795.degrees latitude (g = 980.6199 gals.).
 AI4795
 AI4795.The modeled gravity was interpolated from observed gravity values.
 AI4795
 AI4795;                    North         East    Units  Estimated Accuracy
 AI4795;SPC FL N     -   155,299.6     779,944.9     MT  (+/- 3 meters HH1 GPS) 
 AI4795
 AI4795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP4363162868(NAD 83)
 AI4795
 AI4795                          SUPERSEDED SURVEY CONTROL
 AI4795
 AI4795.No superseded survey control is available for this station.
 AI4795
 AI4795_MARKER: DB = BENCH MARK DISK
 AI4795_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI4795_SP_SET: CULVERT HEADWALL
 AI4795_STAMPING: ET 16 FPV 118 FT 1959
 AI4795_MARK LOGO: USGS
 AI4795_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI4795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI4795+STABILITY: SURFACE MOTION
 AI4795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI4795+SATELLITE: SATELLITE OBSERVATIONS - January 26, 1992
 AI4795
 AI4795  HISTORY     - Date     Condition        Report By
 AI4795  HISTORY     - 1959     MONUMENTED       USGS
 AI4795  HISTORY     - 19920126 GOOD             FLDNR
 AI4795
 AI4795                          STATION DESCRIPTION
 AI4795
 AI4795'DESCRIBED BY FL DEPT OF NAT RES 1992 (PBM)
 AI4795'THE MARK IS ABOUT 13.0 MI (20.9 KM) NORTH OF LAKE CITY, IN SECTON 20,
 AI4795'T 2 S, R 17 E. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AI4795'441 AND INTERSTATE 10 (EXIT 44), GO NORTH ON U.S. HIGHWAY 441 FOR
 AI4795'10.55 MI (16.98 KM) TO THE MARK ON THE RIGHT, SET IN THE CENTER AND ON
 AI4795'TOP OF A CONCRETE BOX CULVERT UNDER U.S. HIGHWAY 441, FLUSH WITH THE
 AI4795'GROUND AND LEVEL WITH THE ROAD. LOCATED 127.2 FT (38.8 M) SOUTHEAST OF
 AI4795'THE APPROXIMATE CENTERLINE OF A SAND ROAD LEADING EAST AND 16.3 FT
 AI4795'(5.0 M) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 441.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1290 ***********************************************************************
 AG1290  DESIGNATION -  16 V OFFSET
 AG1290  PID         -  AG1290
 AG1290  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1290  COUNTRY     -  US
 AG1290  USGS QUAD   -  BRANDON (2018)
 AG1290
 AG1290                         *CURRENT SURVEY CONTROL
 AG1290  ______________________________________________________________________
 AG1290* NAD 83(1990) POSITION- 27 56 15.73812(N) 082 16 21.55593(W)   ADJUSTED
 AG1290* NAVD 88 ORTHO HEIGHT -    25.    (meters)       82.    (feet) SCALED
 AG1290  ______________________________________________________________________
 AG1290  GEOID HEIGHT    -        -25.198 (meters)                     GEOID18
 AG1290  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 AG1290  HORZ ORDER      -  THIRD
 AG1290
 AG1290.The horizontal coordinates were established by classical geodetic methods
 AG1290.and adjusted by the National Geodetic Survey in May 1991.
 AG1290
 AG1290.The orthometric height was scaled from a topographic map.
 AG1290
 AG1290.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1290.GEOID18 height accuracy estimate available here.
 AG1290
 AG1290.Click photographs - Photos may exist for this station.
 AG1290
 AG1290.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG1290
 AG1290. The following values were computed from the NAD 83(1990) position.
 AG1290
 AG1290;                    North         East     Units Scale Factor Converg.
 AG1290;SPC FL W     -   399,335.841   173,167.316   MT  0.99995006   -0 07 39.9
 AG1290;SPC FL W     - 1,310,154.34    568,133.10   sFT  0.99995006   -0 07 39.9
 AG1290;UTM  17      - 3,090,953.234   374,791.702   MT  0.99979350   -0 35 46.8
 AG1290
 AG1290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1290!SPC FL W     -   1.00000008  x   0.99995006  =   0.99995014
 AG1290!UTM  17      -   1.00000008  x   0.99979350  =   0.99979358
 AG1290
 AG1290:                Primary Azimuth Mark                     Grid Az
 AG1290:SPC FL W     -  15 V                                     270 44 14.8
 AG1290:UTM  17      -  15 V                                     271 12 21.7
 AG1290
 AG1290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7479190953(NAD 83)
 AG1290
 AG1290|---------------------------------------------------------------------|
 AG1290| PID    Reference Object                     Distance      Geod. Az  |
 AG1290|                                                           dddmmss.s |
 AG1290| AG1295 16 V                                 10.741 METERS 00044     |
 AG1290| AG1289 15 V                                APPROX. 0.9 KM 2703634.9 |
 AG1290|---------------------------------------------------------------------|
 AG1290
 AG1290                          SUPERSEDED SURVEY CONTROL
 AG1290
 AG1290  NAD 83(1986)-  27 56 15.75342(N)    082 16 21.57676(W) AD(       ) 3
 AG1290  NAD 27      -  27 56 14.67018(N)    082 16 22.24489(W) AD(       ) 3
 AG1290
 AG1290.Superseded values are not recommended for survey control.
 AG1290
 AG1290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1290.See file dsdata.pdf to determine how the superseded data were derived.
 AG1290
 AG1290_MARKER: Z = SEE DESCRIPTION
 AG1290_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1290
 AG1290  HISTORY     - Date     Condition        Report By
 AG1290  HISTORY     - 1943     MONUMENTED       CGS
 AG1290  HISTORY     - 1956     MARK NOT FOUND   CGS
 AG1290
 AG1290                          STATION DESCRIPTION
 AG1290
 AG1290'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 AG1290'STATION NOT RECOVERED.  REFERENCE MARK 1 FOUND LEANING, AND
 AG1290'THE CONCRETE MONUMENT BROKEN BENEATH THE GROUND.  DISK REMOVED
 AG1290'BY THIS PARTY.  STATION EVIDENTLY DESTROYED DURING THE
 AG1290'RECONSTRUCTION OF THE HIGHWAY.
 AG1290'
 AG1290'ACCORDING TO THE HORIZONTAL ANGLE BOOK, NO OTHER REFERENCE
 AG1290'MARK WAS ESTABLISHED.
 AG1290'
 AG1290'THIS IS A TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE9103 ***********************************************************************
 DE9103  DESIGNATION -  16.2 300 Z
 DE9103  PID         -  DE9103
 DE9103  STATE/COUNTY-  FL/MANATEE
 DE9103  COUNTRY     -  US
 DE9103  USGS QUAD   -  KEENTOWN (2018)
 DE9103
 DE9103                         *CURRENT SURVEY CONTROL
 DE9103  ______________________________________________________________________
 DE9103* NAD 83(1986) POSITION- 27 35 22.3    (N) 082 14 44.1    (W)   HD_HELD2
 DE9103* NAVD 88 ORTHO HEIGHT -    39.767 (meters)      130.47  (feet) ADJUSTED
 DE9103  ______________________________________________________________________
 DE9103  GEOID HEIGHT    -        -24.887 (meters)                     GEOID18
 DE9103  DYNAMIC HEIGHT  -         39.707 (meters)      130.27  (feet) COMP
 DE9103  MODELED GRAVITY -    979,136.3   (mgal)                       NAVD 88
 DE9103
 DE9103  VERT ORDER      -  FIRST     CLASS II
 DE9103
 DE9103.The horizontal coordinates were established by autonomous hand held GPS
 DE9103.observations and have an estimated accuracy of +/- 10 meters.
 DE9103
 DE9103.The orthometric height was determined by differential leveling and
 DE9103.adjusted by the NATIONAL GEODETIC SURVEY
 DE9103.in May 2004.
 DE9103
 DE9103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9103.GEOID18 height accuracy estimate available here.
 DE9103
 DE9103.Click photographs - Photos may exist for this station.
 DE9103
 DE9103.The dynamic height is computed by dividing the NAVD 88
 DE9103.geopotential number by the normal gravity value computed on the
 DE9103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9103.degrees latitude (g = 980.6199 gals.).
 DE9103
 DE9103.The modeled gravity was interpolated from observed gravity values.
 DE9103
 DE9103;                    North         East    Units  Estimated Accuracy
 DE9103;SPC FL W     -   360,749.      175,754.      MT  (+/- 10 meters HH2 GPS)
 DE9103
 DE9103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7706452352(NAD 83)
 DE9103
 DE9103                          SUPERSEDED SURVEY CONTROL
 DE9103
 DE9103.No superseded survey control is available for this station.
 DE9103
 DE9103_MARKER: DD = SURVEY DISK
 DE9103_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9103+WITH SETTING: INFORMATION.
 DE9103_STAMPING: 16.2-300Z LB 262
 DE9103_MARK LOGO: GULFST
 DE9103_PROJECTION: RECESSED 5 CENTIMETERS
 DE9103_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9103+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2020
 DE9103
 DE9103  HISTORY     - Date     Condition        Report By
 DE9103  HISTORY     - UNK      MONUMENTED       GULFST
 DE9103  HISTORY     - 20020529 GOOD             FLDEP
 DE9103  HISTORY     - 20080306 GOOD             FLDEP
 DE9103  HISTORY     - 20090119 GOOD             FL-081
 DE9103  HISTORY     - 20140326 GOOD             FLDEP
 DE9103  HISTORY     - 20201019 GOOD             FL-081
 DE9103
 DE9103                          STATION DESCRIPTION
 DE9103
 DE9103'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE9103'THE MARK IS ABOUT 11.3 MI EAST OF PARRISH, IN SECTION 19, TOWNSHIP 33
 DE9103'SOUTH, RANGE 21 EAST.
 DE9103'
 DE9103'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DE9103'62 IN PARRISH, GO
 DE9103'EAST ON STATE ROAD 62 FOR 3.85 MI TO THE JUNCTION OF CORBETT JOHN ROAD
 DE9103'ON THE LEFT,
 DE9103'CONTINUE EAST ON STATE ROAD 62 FOR 4.45 MI TO THE JUNCTION OF SAFFOLD
 DE9103'ROAD ON THE LEFT,
 DE9103'CONTINUE EAST ON STATE ROAD 62 FOR 3.0 MI TO THE MARK ON THE RIGHT, A
 DE9103'ROD AND DISC SET IN
 DE9103'CONCRETE RECESSED 0.4 FT BELOW THE LEVEL OF A 6-INCH PVC PIPE, FLUSH
 DE9103'WITH THE GROUND AND
 DE9103'ABOUT 0.3 FT BELOW THE LEVEL OF STATE ROAD 62.
 DE9103'
 DE9103'LOCATED 102.5 FT SOUTH-SOUTHEAST OF A POWER POLE, 101.6 WEST OF THE
 DE9103'APPROXIMATE
 DE9103'CENTERLINE OF AN ASPHALT DRIVEWAY AT 28821 STATE ROAD 62, 70.2 FT WEST
 DE9103'OF A WOODEN
 DE9103'FENCE CORNER POST, 41.6 FT SOUTH-SOUTHWEST OF THE APPROXIMATE
 DE9103'CENTERLINE OF STATE
 DE9103'ROAD 62, 30.2 FT SOUTH-SOUTHWEST OF THE EDGE OF THE PAVEMENT OF STATE
 DE9103'ROAD 62, 2.0 FT
 DE9103'NORTH OF A BARB WIRE FENCE AND 1.0 FT NORTH OF A CARSONITE WITNESS
 DE9103'POST.
 DE9103
 DE9103                          STATION RECOVERY (2008)
 DE9103
 DE9103'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 DE9103'RECOVERED AS DESCRIBED.
 DE9103
 DE9103                          STATION RECOVERY (2009)
 DE9103
 DE9103'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (TC)
 DE9103'RECOVERED IN GOOD CONDITION.
 DE9103
 DE9103                          STATION RECOVERY (2014)
 DE9103
 DE9103'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (JRH)
 DE9103'RECOVERED AS DESCRIBED.
 DE9103
 DE9103                          STATION RECOVERY (2020)
 DE9103
 DE9103'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 DE9103'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL2217 ***********************************************************************
 DL2217  DESIGNATION -  16.56
 DL2217  PID         -  DL2217
 DL2217  STATE/COUNTY-  FL/BROWARD
 DL2217  COUNTRY     -  US
 DL2217  USGS QUAD   -  COOPER CITY NE (2018)
 DL2217
 DL2217                         *CURRENT SURVEY CONTROL
 DL2217  ______________________________________________________________________
 DL2217* NAD 83(1986) POSITION- 26 10 05.     (N) 080 17 53.     (W)   SCALED
 DL2217* NAVD 88 ORTHO HEIGHT -     4.567 (meters)       14.98  (feet) ADJUSTED
 DL2217  ______________________________________________________________________
 DL2217  GEOID HEIGHT    -        -25.276 (meters)                     GEOID18
 DL2217  DYNAMIC HEIGHT  -          4.560 (meters)       14.96  (feet) COMP
 DL2217  MODELED GRAVITY -    979,063.7   (mgal)                       NAVD 88
 DL2217
 DL2217  VERT ORDER      -  FIRST     CLASS II
 DL2217
 DL2217.The horizontal coordinates were scaled from a map and have
 DL2217.an estimated accuracy of +/- 6 seconds.
 DL2217
 DL2217.The orthometric height was determined by differential leveling and
 DL2217.adjusted by the NATIONAL GEODETIC SURVEY
 DL2217.in June 2009.
 DL2217
 DL2217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2217.GEOID18 height accuracy estimate available here.
 DL2217
 DL2217.Click photographs - Photos may exist for this station.
 DL2217
 DL2217.The dynamic height is computed by dividing the NAVD 88
 DL2217.geopotential number by the normal gravity value computed on the
 DL2217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2217.degrees latitude (g = 980.6199 gals.).
 DL2217
 DL2217.The modeled gravity was interpolated from observed gravity values.
 DL2217
 DL2217;                    North         East    Units  Estimated Accuracy
 DL2217;SPC FL E     -   203,420.      270,170.      MT  (+/- 180 meters Scaled)
 DL2217
 DL2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ701944(NAD 83)
 DL2217
 DL2217                          SUPERSEDED SURVEY CONTROL
 DL2217
 DL2217.No superseded survey control is available for this station.
 DL2217
 DL2217_MARKER: DD = SURVEY DISK
 DL2217_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL2217_SP_SET: BRIDGE RAIL
 DL2217_STAMPING: 16.56
 DL2217_MARK LOGO: FL-011
 DL2217_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL2217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL2217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2217+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2006
 DL2217
 DL2217  HISTORY     - Date     Condition        Report By
 DL2217  HISTORY     - 20060801 MONUMENTED       FL-011
 DL2217
 DL2217                          STATION DESCRIPTION
 DL2217
 DL2217'DESCRIBED BY BROWARD COUNTY FLORIDA 2006 (JLM)
 DL2217'THE MARK IS IN SUNRISE, ABOUT 6.0 MI WEST OF OAKLAND PARK, IN SECTION
 DL2217'19, TOWNSHIP 49  SOUTH, RANGE 41 EAST.
 DL2217'
 DL2217'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 (EXIT 31) AND
 DL2217'OAKLAND PARK  BOULEVARD (STATE HIGHWAY 816) IN OAKLAND PARK, GO WEST
 DL2217'ON OAKLAND PARK BOULEVARD  (STATE HIGHWAY 816) FOR 2.7 MI TO THE
 DL2217'INTERSECTION OF STATE HIGHWAY 7 (U.S. HIGHWAY 441,  40TH AVENUE),
 DL2217'CONTINUE WEST ON OAKLAND PARK BOULEVARD (STATE HIGHWAY 816) FOR 5.9 MI
 DL2217'TO  THE WEST END OF THE BRIDGE NUMBER 868301 SPANNING C-42 CANAL AND
 DL2217'THE MARK ON THE LEFT,  SET FLUSH IN THE TOP OF THE SOUTHWEST
 DL2217'BRIDGERAIL ABOUT 3.0 FT ABOVE THE LEVEL OF  OAKLAND PARK BOULEVARD.
 DL2217'
 DL2217'LOCATED 5.5 FT SOUTH OF THE SOUTH CURB OF OAKLAND PARK BOULEVARD AND
 DL2217'1.7 FT EAST OF THE  WEST END OF THE BRIDGERAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0511 ***********************************************************************
 AS0511  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0511  DESIGNATION -  16.747
 AS0511  PID         -  AS0511
 AS0511  STATE/COUNTY-  FL/FRANKLIN
 AS0511  COUNTRY     -  US
 AS0511  USGS QUAD   -  APALACHICOLA (2018)
 AS0511
 AS0511                         *CURRENT SURVEY CONTROL
 AS0511  ______________________________________________________________________
 AS0511* NAD 83(1986) POSITION- 29 43 22.     (N) 084 53 17.     (W)   SCALED
 AS0511* NAVD 88 ORTHO HEIGHT -     5.017 (meters)       16.46  (feet) ADJUSTED
 AS0511  ______________________________________________________________________
 AS0511  GEOID HEIGHT    -        -27.110 (meters)                     GEOID18
 AS0511  DYNAMIC HEIGHT  -          5.010 (meters)       16.44  (feet) COMP
 AS0511  MODELED GRAVITY -    979,310.7   (mgal)                       NAVD 88
 AS0511
 AS0511  VERT ORDER      -  SECOND    CLASS I
 AS0511
 AS0511.The horizontal coordinates were scaled from a map and have
 AS0511.an estimated accuracy of +/- 6 seconds.
 AS0511
 AS0511.The orthometric height was determined by differential leveling and
 AS0511.adjusted by the NATIONAL GEODETIC SURVEY
 AS0511.in February 2011.
 AS0511
 AS0511.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0511.GEOID18 height accuracy estimate available here.
 AS0511
 AS0511.This Tidal Bench Mark is designated as VM 9851
 AS0511.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0511
 AS0511.Click photographs - Photos may exist for this station.
 AS0511
 AS0511.The dynamic height is computed by dividing the NAVD 88
 AS0511.geopotential number by the normal gravity value computed on the
 AS0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0511.degrees latitude (g = 980.6199 gals.).
 AS0511
 AS0511.The modeled gravity was interpolated from observed gravity values.
 AS0511
 AS0511;                    North         East    Units  Estimated Accuracy
 AS0511;SPC FL N     -    80,180.      562,460.      MT  (+/- 180 meters Scaled)
 AS0511
 AS0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT042899(NAD 83)
 AS0511
 AS0511                          SUPERSEDED SURVEY CONTROL
 AS0511
 AS0511  NAVD 88 (06/15/91)    5.030  (m)           16.50   (f) SUPERSEDED  2 1
 AS0511
 AS0511.Superseded values are not recommended for survey control.
 AS0511
 AS0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0511.See file dsdata.pdf to determine how the superseded data were derived.
 AS0511
 AS0511_MARKER: DB = BENCH MARK DISK
 AS0511_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AS0511_SP_SET: BRIDGE CURB
 AS0511_STAMPING: 16.747
 AS0511_MARK LOGO: FLSRD
 AS0511_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0511+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2007
 AS0511
 AS0511  HISTORY     - Date     Condition        Report By
 AS0511  HISTORY     - UNK      MONUMENTED       FLDT
 AS0511  HISTORY     - 1983     GOOD             FLDNR
 AS0511  HISTORY     - 1986     GOOD             FLDNR
 AS0511  HISTORY     - 20070206 GOOD             FLDEP
 AS0511
 AS0511                          STATION DESCRIPTION
 AS0511
 AS0511'DESCRIBED BY FL DEPT OF NAT RES 1983
 AS0511'2.45 MI SW FROM EASTPOINT.
 AS0511'BEGIN AT THE EASTPOINT POST OFFICE, THENCE GO 1.2 MILES WEST ON U.S.
 AS0511'HIGHWAY 98 TO COUNTY ROAD C 65, THENCE GO 0.9 MILE SOUTHERLY ON C 65
 AS0511'TO A ROAD FORK, BEAR RIGHT AND GO 0.35 MILE TO THE MARK.  THE MARK IS
 AS0511'SET IN THE CONCRETE WALKWAY AT THE NORTHWEST CORNER OF THE FIRST
 AS0511'BRIDGE TO ST.  GEORGE ISLAND, 12.6 FEET WEST OF THE CENTERLINE OF C
 AS0511'65.
 AS0511
 AS0511                          STATION RECOVERY (1986)
 AS0511
 AS0511'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0511'RECOVERED IN GOOD CONDITION.
 AS0511
 AS0511                          STATION RECOVERY (2007)
 AS0511
 AS0511'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AS0511'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2608 ***********************************************************************
 AD2608  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2608  DESIGNATION -  16.770
 AD2608  PID         -  AD2608
 AD2608  STATE/COUNTY-  FL/BROWARD
 AD2608  COUNTRY     -  US
 AD2608  USGS QUAD   -  BOCA RATON (2018)
 AD2608
 AD2608                         *CURRENT SURVEY CONTROL
 AD2608  ______________________________________________________________________
 AD2608* NAD 83(1986) POSITION- 26 15 39.9    (N) 080 05 01.1    (W)   HD_HELD2
 AD2608* NAVD 88 ORTHO HEIGHT -     4.616 (meters)       15.14  (feet) ADJUSTED
 AD2608  ______________________________________________________________________
 AD2608  GEOID HEIGHT    -        -25.947 (meters)                     GEOID18
 AD2608  DYNAMIC HEIGHT  -          4.609 (meters)       15.12  (feet) COMP
 AD2608  MODELED GRAVITY -    979,072.8   (mgal)                       NAVD 88
 AD2608
 AD2608  VERT ORDER      -  SECOND    CLASS I
 AD2608
 AD2608.The horizontal coordinates were established by autonomous hand held GPS
 AD2608.observations and have an estimated accuracy of +/- 10 meters.
 AD2608
 AD2608.The orthometric height was determined by differential leveling and
 AD2608.adjusted by the NATIONAL GEODETIC SURVEY
 AD2608.in September 2010.
 AD2608
 AD2608.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2608.GEOID18 height accuracy estimate available here.
 AD2608
 AD2608.This Tidal Bench Mark is designated as VM 5670
 AD2608.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2608
 AD2608.This Tidal Bench Mark is designated as VM 5675
 AD2608.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2608
 AD2608.This Tidal Bench Mark is designated as VM 5680
 AD2608.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2608
 AD2608.Click photographs - Photos may exist for this station.
 AD2608
 AD2608.The dynamic height is computed by dividing the NAVD 88
 AD2608.geopotential number by the normal gravity value computed on the
 AD2608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2608.degrees latitude (g = 980.6199 gals.).
 AD2608
 AD2608.The modeled gravity was interpolated from observed gravity values.
 AD2608
 AD2608;                    North         East    Units  Estimated Accuracy
 AD2608;SPC FL E     -   213,862.      291,537.      MT  (+/- 10 meters HH2 GPS)
 AD2608
 AD2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9150604921(NAD 83)
 AD2608
 AD2608                          SUPERSEDED SURVEY CONTROL
 AD2608
 AD2608  NAVD 88 (06/15/91)    4.614  (m)           15.14   (f) SUPERSEDED  2 0
 AD2608  NGVD 29 (??/??/92)    5.098  (m)           16.73   (f) SUPERSEDED  2 0
 AD2608  NGVD 29 (09/01/92)    5.092  (m)           16.71   (f) ADJUSTED    2 0
 AD2608
 AD2608.Superseded values are not recommended for survey control.
 AD2608
 AD2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2608.See file dsdata.pdf to determine how the superseded data were derived.
 AD2608
 AD2608_MARKER: DD = SURVEY DISK
 AD2608_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD2608_SP_SET: SIDEWALK
 AD2608_STAMPING: 16770
 AD2608_MARK LOGO: FLSRD
 AD2608_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2608+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 AD2608
 AD2608  HISTORY     - Date     Condition        Report By
 AD2608  HISTORY     - UNK      MONUMENTED       FLHD
 AD2608  HISTORY     - 1970     GOOD             NGS
 AD2608  HISTORY     - 1973     GOOD             NGS
 AD2608  HISTORY     - 1981     GOOD             FLDNR
 AD2608  HISTORY     - 1986     GOOD             FLDNR
 AD2608  HISTORY     - 1990     GOOD             USPSQD
 AD2608  HISTORY     - 20020212 GOOD             USPSQD
 AD2608  HISTORY     - 20060921 GOOD             FLDEP
 AD2608  HISTORY     - 20070113 MARK NOT FOUND   USPSQD
 AD2608  HISTORY     - 20110205 GOOD             GEOCAC
 AD2608
 AD2608                          STATION DESCRIPTION
 AD2608
 AD2608'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2608'2.2 MI N FROM POMPANO BEACH.
 AD2608'ABOUT 2.25 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE
 AD2608'JUNCTION OF STATE HIGHWAY 814 AT POMPANO BEACH, SET ON THE TOP
 AD2608'OF THE SOUTHEAST CONCRETE SIDEWALK OF THE HIGHWAY BRIDGE OVER
 AD2608'HILLSBORO INLET, 198 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 AD2608'BRIDGE, 1 FOOT SOUTHEAST OF THE NORTHWEST EDGE OF THE SIDEWALK,
 AD2608'15 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT
 AD2608'ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 AD2608
 AD2608                          STATION RECOVERY (1973)
 AD2608
 AD2608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2608'RECOVERED IN GOOD CONDITION.
 AD2608
 AD2608                          STATION RECOVERY (1981)
 AD2608
 AD2608'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2608'RECOVERED IN GOOD CONDITION.
 AD2608
 AD2608                          STATION RECOVERY (1986)
 AD2608
 AD2608'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AD2608'RECOVERED IN GOOD CONDITION.
 AD2608
 AD2608                          STATION RECOVERY (1990)
 AD2608
 AD2608'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2608'RECOVERED IN GOOD CONDITION.
 AD2608
 AD2608                          STATION RECOVERY (2002)
 AD2608
 AD2608'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD2608'RECOVERED IN GOOD CONDITION.
 AD2608
 AD2608                          STATION RECOVERY (2006)
 AD2608
 AD2608'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD2608'RECOVERED AS DESCRIBED.
 AD2608
 AD2608                          STATION RECOVERY (2007)
 AD2608
 AD2608'RECOVERY NOTE BY US POWER SQUADRON 2007 (RI)
 AD2608'MARK NOT FOUND.
 AD2608
 AD2608                          STATION RECOVERY (2011)
 AD2608
 AD2608'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD2608'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0074 ***********************************************************************
 AG0074  DESIGNATION -  160
 AG0074  PID         -  AG0074
 AG0074  STATE/COUNTY-  FL/PINELLAS
 AG0074  COUNTRY     -  US
 AG0074  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0074
 AG0074                         *CURRENT SURVEY CONTROL
 AG0074  ______________________________________________________________________
 AG0074* NAD 83(1986) POSITION- 27 53 37.     (N) 082 40 41.     (W)   SCALED
 AG0074* NAVD 88 ORTHO HEIGHT -     1.640 (meters)        5.38  (feet) ADJUSTED
 AG0074  ______________________________________________________________________
 AG0074  GEOID HEIGHT    -        -24.671 (meters)                     GEOID18
 AG0074  DYNAMIC HEIGHT  -          1.637 (meters)        5.37  (feet) COMP
 AG0074  MODELED GRAVITY -    979,183.8   (mgal)                       NAVD 88
 AG0074
 AG0074  VERT ORDER      -  SECOND    CLASS II
 AG0074
 AG0074.The horizontal coordinates were scaled from a map and have
 AG0074.an estimated accuracy of +/- 6 seconds.
 AG0074
 AG0074.The orthometric height was determined by differential leveling and
 AG0074.adjusted by the NATIONAL GEODETIC SURVEY
 AG0074.in June 1991.
 AG0074
 AG0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0074.GEOID18 height accuracy estimate available here.
 AG0074
 AG0074.Click photographs - Photos may exist for this station.
 AG0074
 AG0074.The dynamic height is computed by dividing the NAVD 88
 AG0074.geopotential number by the normal gravity value computed on the
 AG0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0074.degrees latitude (g = 980.6199 gals.).
 AG0074
 AG0074.The modeled gravity was interpolated from observed gravity values.
 AG0074
 AG0074;                    North         East    Units  Estimated Accuracy
 AG0074;SPC FL W     -   394,610.      133,240.      MT  (+/- 180 meters Scaled)
 AG0074
 AG0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL348865(NAD 83)
 AG0074
 AG0074                          SUPERSEDED SURVEY CONTROL
 AG0074
 AG0074  NGVD 29 (??/??/92)    1.902  (m)            6.24   (f) ADJ UNCH    2 2
 AG0074
 AG0074.Superseded values are not recommended for survey control.
 AG0074
 AG0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0074.See file dsdata.pdf to determine how the superseded data were derived.
 AG0074
 AG0074_MARKER: DD = SURVEY DISK
 AG0074_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0074_SP_SET: CULVERT HEADWALL
 AG0074_STAMPING: 160
 AG0074_MARK LOGO: FLHD
 AG0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0074+STABILITY: SURFACE MOTION
 AG0074
 AG0074  HISTORY     - Date     Condition        Report By
 AG0074  HISTORY     - UNK      MONUMENTED       FLHD
 AG0074  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0074
 AG0074                          STATION DESCRIPTION
 AG0074
 AG0074'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) UNK
 AG0074'1 MI NW FROM ST PETERSBURG.
 AG0074'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0074'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 2.65 MILES
 AG0074'TO THE JUNCTION OF EVERGREEN AVENUE (34TH STREET).  STATION ON
 AG0074'RIGHT, 105.0 FT. SOUTH OF THE CENTERLINE OF S.R. 688, 25.5 FT.
 AG0074'EAST OF THE CENTERLINE OF EVERGREEN AVENUE, 75.0 FT. E/SE OF
 AG0074'POWER POLE, NUMBER 201.  SET IN TOP OF THE NORTH END OF PIPE
 AG0074'CULVERT.  SECTION 11, T30S, R16E.
 AG0074
 AG0074                          STATION RECOVERY (1999)
 AG0074
 AG0074'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0074'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI6456 ***********************************************************************
 DI6456  DESIGNATION -  160321
 DI6456  PID         -  DI6456
 DI6456  STATE/COUNTY-  FL/POLK
 DI6456  COUNTRY     -  US
 DI6456  USGS QUAD   -  BRANCHBOROUGH (2018)
 DI6456
 DI6456                         *CURRENT SURVEY CONTROL
 DI6456  ______________________________________________________________________
 DI6456* NAD 83(1986) POSITION- 28 17 29.     (N) 082 03 19.     (W)   SCALED
 DI6456* NAVD 88 ORTHO HEIGHT -    27.682 (meters)       90.82  (feet) ADJUSTED
 DI6456  ______________________________________________________________________
 DI6456  GEOID HEIGHT    -        -26.563 (meters)                     GEOID18
 DI6456  DYNAMIC HEIGHT  -         27.641 (meters)       90.69  (feet) COMP
 DI6456  MODELED GRAVITY -    979,179.4   (mgal)                       NAVD 88
 DI6456
 DI6456  VERT ORDER      -  SECOND    CLASS I
 DI6456
 DI6456.The horizontal coordinates were scaled from a map and have
 DI6456.an estimated accuracy of +/- 6 seconds.
 DI6456
 DI6456.The orthometric height was determined by differential leveling and
 DI6456.adjusted by the NATIONAL GEODETIC SURVEY
 DI6456.in September 2007.
 DI6456
 DI6456.No vertical observational check was made to the station.
 DI6456
 DI6456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6456.GEOID18 height accuracy estimate available here.
 DI6456
 DI6456.Click photographs - Photos may exist for this station.
 DI6456
 DI6456.The dynamic height is computed by dividing the NAVD 88
 DI6456.geopotential number by the normal gravity value computed on the
 DI6456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6456.degrees latitude (g = 980.6199 gals.).
 DI6456
 DI6456.The modeled gravity was interpolated from observed gravity values.
 DI6456
 DI6456;                    North         East    Units  Estimated Accuracy
 DI6456;SPC FL W     -   438,500.      194,580.      MT  (+/- 180 meters Scaled)
 DI6456
 DI6456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM965299(NAD 83)
 DI6456
 DI6456                          SUPERSEDED SURVEY CONTROL
 DI6456
 DI6456.No superseded survey control is available for this station.
 DI6456
 DI6456_MARKER: DD = SURVEY DISK
 DI6456_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI6456_SP_SET: HEADWALL
 DI6456_STAMPING: BM 160321
 DI6456_MARK LOGO: FLDT
 DI6456_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI6456+STABILITY: SURFACE MOTION
 DI6456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI6456+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 DI6456
 DI6456  HISTORY     - Date     Condition        Report By
 DI6456  HISTORY     - UNK      MONUMENTED       FLDT
 DI6456  HISTORY     - 20050722 GOOD             FLDEP
 DI6456
 DI6456                          STATION DESCRIPTION
 DI6456
 DI6456'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI6456'THE MARK IS ABOUT 19.5 MI NORTHWEST OF LAKELAND, 18.4 MI SOUTH OF
 DI6456'TARRYTOWN, IN SECTION  19, TOWNSHIP 25 SOUTH, RANGE 23 EAST.
 DI6456'
 DI6456'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND STATE
 DI6456'HIGHWAY 471 ABOUT 16.0  MI NORTHWEST OF LAKELAND, GO NORTH ON STATE
 DI6456'HIGHWAY 471 FOR 3.0 MI TO THE MARK ON THE  RIGHT, SET FLUSH IN THE TOP
 DI6456'OF A CONCRETE HEADWALL ABOUT 2.0 FT BELOW THE LEVEL OF STATE  HIGHWAY
 DI6456'471.
 DI6456'
 DI6456'LOCATED 47.2 FT EAST OF THE CENTERLINE OF STATE HIGHWAY 471, 29.5 FT
 DI6456'SOUTH OF THE NORTH  END OF THE HEADWALL, 27.1 FT NORTH OF A CARSONITE
 DI6456'WITNESS POST AND 27.0 FT NORTH OF THE  SOUTH END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0065 ***********************************************************************
 AG0065  DESIGNATION -  161
 AG0065  PID         -  AG0065
 AG0065  STATE/COUNTY-  FL/PINELLAS
 AG0065  COUNTRY     -  US
 AG0065  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0065
 AG0065                         *CURRENT SURVEY CONTROL
 AG0065  ______________________________________________________________________
 AG0065* NAD 83(1986) POSITION- 27 53 37.     (N) 082 40 35.     (W)   SCALED
 AG0065* NAVD 88 ORTHO HEIGHT -     1.859 (meters)        6.10  (feet) ADJUSTED
 AG0065  ______________________________________________________________________
 AG0065  GEOID HEIGHT    -        -24.673 (meters)                     GEOID18
 AG0065  DYNAMIC HEIGHT  -          1.856 (meters)        6.09  (feet) COMP
 AG0065  MODELED GRAVITY -    979,183.8   (mgal)                       NAVD 88
 AG0065
 AG0065  VERT ORDER      -  SECOND    CLASS II
 AG0065
 AG0065.The horizontal coordinates were scaled from a map and have
 AG0065.an estimated accuracy of +/- 6 seconds.
 AG0065
 AG0065.The orthometric height was determined by differential leveling and
 AG0065.adjusted by the NATIONAL GEODETIC SURVEY
 AG0065.in June 1991.
 AG0065
 AG0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0065.GEOID18 height accuracy estimate available here.
 AG0065
 AG0065.Click photographs - Photos may exist for this station.
 AG0065
 AG0065.The dynamic height is computed by dividing the NAVD 88
 AG0065.geopotential number by the normal gravity value computed on the
 AG0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0065.degrees latitude (g = 980.6199 gals.).
 AG0065
 AG0065.The modeled gravity was interpolated from observed gravity values.
 AG0065
 AG0065;                    North         East    Units  Estimated Accuracy
 AG0065;SPC FL W     -   394,600.      133,410.      MT  (+/- 180 meters Scaled)
 AG0065
 AG0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL349865(NAD 83)
 AG0065
 AG0065                          SUPERSEDED SURVEY CONTROL
 AG0065
 AG0065  NGVD 29 (??/??/92)    2.122  (m)            6.96   (f) ADJ UNCH    2 2
 AG0065
 AG0065.Superseded values are not recommended for survey control.
 AG0065
 AG0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0065.See file dsdata.pdf to determine how the superseded data were derived.
 AG0065
 AG0065_MARKER: DD = SURVEY DISK
 AG0065_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0065_SP_SET: BOX CULVERT
 AG0065_STAMPING: 161
 AG0065_MARK LOGO: FLHD
 AG0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0065+STABILITY: SURFACE MOTION
 AG0065
 AG0065  HISTORY     - Date     Condition        Report By
 AG0065  HISTORY     - UNK      MONUMENTED       FLHD
 AG0065  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0065
 AG0065                          STATION DESCRIPTION
 AG0065
 AG0065'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) UNK
 AG0065'1.0 MI NW FROM ST PETERSBURG.
 AG0065'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0065'(ULMERTON ROAD), RUN EASTERLY ALONG S. R. 688 FOR 2.75 MILES.
 AG0065'STATION ON RIGHT, 460.0 FT. EAST OF THE CENTERLINE OF 34TH STREET
 AG0065'N. (EVERGREEN AVENUE), 196.0 FT. SOUTH OF THE CENTERLINE OF S.R.
 AG0065'688.  SET IN SOUTH END OF THE EAST SIDE OF A BOX CULVERT.
 AG0065'SECTION 11, T30S, R16E.  NOTE-- BOX CULVERT IS PART OF THE OLD
 AG0065'ROOSEVELT BLVD.
 AG0065
 AG0065                          STATION RECOVERY (1999)
 AG0065
 AG0065'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0065'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0066 ***********************************************************************
 AG0066  DESIGNATION -  162
 AG0066  PID         -  AG0066
 AG0066  STATE/COUNTY-  FL/PINELLAS
 AG0066  COUNTRY     -  US
 AG0066  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0066
 AG0066                         *CURRENT SURVEY CONTROL
 AG0066  ______________________________________________________________________
 AG0066* NAD 83(1986) POSITION- 27 52 30.     (N) 082 39 13.     (W)   SCALED
 AG0066* NAVD 88 ORTHO HEIGHT -     1.714 (meters)        5.62  (feet) ADJUSTED
 AG0066  ______________________________________________________________________
 AG0066  GEOID HEIGHT    -        -24.671 (meters)                     GEOID18
 AG0066  DYNAMIC HEIGHT  -          1.712 (meters)        5.62  (feet) COMP
 AG0066  MODELED GRAVITY -    979,182.4   (mgal)                       NAVD 88
 AG0066
 AG0066  VERT ORDER      -  FIRST     CLASS II
 AG0066
 AG0066.The horizontal coordinates were scaled from a map and have
 AG0066.an estimated accuracy of +/- 6 seconds.
 AG0066
 AG0066.The orthometric height was determined by differential leveling and
 AG0066.adjusted by the NATIONAL GEODETIC SURVEY
 AG0066.in June 1991.
 AG0066
 AG0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0066.GEOID18 height accuracy estimate available here.
 AG0066
 AG0066.Click photographs - Photos may exist for this station.
 AG0066
 AG0066.The dynamic height is computed by dividing the NAVD 88
 AG0066.geopotential number by the normal gravity value computed on the
 AG0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0066.degrees latitude (g = 980.6199 gals.).
 AG0066
 AG0066.The modeled gravity was interpolated from observed gravity values.
 AG0066
 AG0066;                    North         East    Units  Estimated Accuracy
 AG0066;SPC FL W     -   392,530.      135,640.      MT  (+/- 180 meters Scaled)
 AG0066
 AG0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL372844(NAD 83)
 AG0066
 AG0066                          SUPERSEDED SURVEY CONTROL
 AG0066
 AG0066  NGVD 29 (??/??/92)    1.977  (m)            6.49   (f) ADJ UNCH    1 2
 AG0066
 AG0066.Superseded values are not recommended for survey control.
 AG0066
 AG0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0066.See file dsdata.pdf to determine how the superseded data were derived.
 AG0066
 AG0066_MARKER: DD = SURVEY DISK
 AG0066_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0066_SP_SET: BOX CULVERT HEADWALL
 AG0066_STAMPING: 162
 AG0066_MARK LOGO: FLHD
 AG0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0066+STABILITY: SURFACE MOTION
 AG0066
 AG0066  HISTORY     - Date     Condition        Report By
 AG0066  HISTORY     - UNK      MONUMENTED       FLHD
 AG0066  HISTORY     - 1975     GOOD             FLDT
 AG0066  HISTORY     - 1978     GOOD             NGS
 AG0066  HISTORY     - 1989     GOOD             USPSQD
 AG0066  HISTORY     - 20080923 GOOD             PINCPW
 AG0066
 AG0066                          STATION DESCRIPTION
 AG0066
 AG0066'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0066'AT ST PETERSBURG.
 AG0066'TO REACH STATION FROM THE INTERSECTION OF ULMERTON RD. (S.R. 688)
 AG0066'AND ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG
 AG0066'ROOSEVELT BLVD. FOR 2.1 MILE.  STATION ON RIGHT, 77.4 FT. SW OF
 AG0066'THE CENTERLINE OF ROOSEVELT BLVD., 21.7 FT. NW OF THE SE END OF
 AG0066'BOX CULVERT.  SET IN TOP OF A BOX CULVERT HEADWALL.  SECTION 13,
 AG0066'T 30 S, R 16 E.
 AG0066
 AG0066                          STATION RECOVERY (1978)
 AG0066
 AG0066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG0066'1.05 MILES NORTHWEST ALONG STATE HIGHWAY 686 FROM THE JUNCTION
 AG0066'OF STATE HIGHWAYS 686, 687 AND 92 IN ST. PETERSBURG TO THE MARK
 AG0066'ON THE LEFT, SET IN TOP AND IN THE CENTER OF A LARGE BOX CULVERT,
 AG0066'48.5 FEET EAST OF LIGHT POLE NUMBER 267, 41 FEET SOUTH OF A METAL
 AG0066'GUARDRAIL, 41 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY.
 AG0066'THE MARK IS 1 FT BELOW HIGHWAY.
 AG0066
 AG0066                          STATION RECOVERY (1989)
 AG0066
 AG0066'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0066'RECOVERED IN GOOD CONDITION.
 AG0066
 AG0066                          STATION RECOVERY (2008)
 AG0066
 AG0066'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0066'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0067 ***********************************************************************
 AG0067  DESIGNATION -  163
 AG0067  PID         -  AG0067
 AG0067  STATE/COUNTY-  FL/PINELLAS
 AG0067  COUNTRY     -  US
 AG0067  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0067
 AG0067                         *CURRENT SURVEY CONTROL
 AG0067  ______________________________________________________________________
 AG0067* NAD 83(1986) POSITION- 27 52 13.     (N) 082 38 47.     (W)   SCALED
 AG0067* NAVD 88 ORTHO HEIGHT -     1.319 (meters)        4.33  (feet) ADJUSTED
 AG0067  ______________________________________________________________________
 AG0067  GEOID HEIGHT    -        -24.672 (meters)                     GEOID18
 AG0067  DYNAMIC HEIGHT  -          1.317 (meters)        4.32  (feet) COMP
 AG0067  MODELED GRAVITY -    979,181.9   (mgal)                       NAVD 88
 AG0067
 AG0067  VERT ORDER      -  SECOND    CLASS II
 AG0067
 AG0067.The horizontal coordinates were scaled from a map and have
 AG0067.an estimated accuracy of +/- 6 seconds.
 AG0067
 AG0067.The orthometric height was determined by differential leveling and
 AG0067.adjusted by the NATIONAL GEODETIC SURVEY
 AG0067.in June 1991.
 AG0067
 AG0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0067.GEOID18 height accuracy estimate available here.
 AG0067
 AG0067.Click photographs - Photos may exist for this station.
 AG0067
 AG0067.The dynamic height is computed by dividing the NAVD 88
 AG0067.geopotential number by the normal gravity value computed on the
 AG0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0067.degrees latitude (g = 980.6199 gals.).
 AG0067
 AG0067.The modeled gravity was interpolated from observed gravity values.
 AG0067
 AG0067;                    North         East    Units  Estimated Accuracy
 AG0067;SPC FL W     -   392,000.      136,350.      MT  (+/- 180 meters Scaled)
 AG0067
 AG0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379839(NAD 83)
 AG0067
 AG0067                          SUPERSEDED SURVEY CONTROL
 AG0067
 AG0067  NGVD 29 (??/??/92)    1.581  (m)            5.19   (f) ADJ UNCH    2 2
 AG0067
 AG0067.Superseded values are not recommended for survey control.
 AG0067
 AG0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0067.See file dsdata.pdf to determine how the superseded data were derived.
 AG0067
 AG0067_MARKER: DD = SURVEY DISK
 AG0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0067_SP_SET: HEADWALL
 AG0067_STAMPING: 163
 AG0067_MARK LOGO: FLHD
 AG0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0067+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2004
 AG0067
 AG0067  HISTORY     - Date     Condition        Report By
 AG0067  HISTORY     - UNK      MONUMENTED       FLHD
 AG0067  HISTORY     - 1975     GOOD             FLDT
 AG0067  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0067  HISTORY     - 19991129 GOOD             USPSQD
 AG0067  HISTORY     - 20010331 GOOD             NGS
 AG0067  HISTORY     - 20040430 GOOD             USPSQD
 AG0067  HISTORY     - 20080908 GOOD             PINCPW
 AG0067
 AG0067                          STATION DESCRIPTION
 AG0067
 AG0067'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0067'AT ST PETERSBURG.
 AG0067'TO REACH STATION FROM THE INTERSECTION OF ULMERTON RD. (S.R. 688)
 AG0067'AND ROOSEVELT BLVD. EAST (S.R. 686), RUN SOUTHEASTERLY ALONG
 AG0067'ROOSEVELT BLVD. FOR 2.5 MILES TO THE JUNCTION OF 9TH STREET N.
 AG0067'STATION ON LEFT, IN THE NE CORNER, 67.7 FT. NORTH OF THE
 AG0067'CENTERLINE OF ROOSEVELT BLVD., 195.0 FT. EAST OF THE CENTERLINE
 AG0067'OF 9TH STREET N.  SET IN TOP OF A CONCRETE HEADWALL.  SECTION 18,
 AG0067'T 30 S, R 17 E.
 AG0067
 AG0067                          STATION RECOVERY (1989)
 AG0067
 AG0067'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0067'MARK NOT FOUND.
 AG0067
 AG0067                          STATION RECOVERY (1999)
 AG0067
 AG0067'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0067'RECOVERED IN GOOD CONDITION.
 AG0067
 AG0067                          STATION RECOVERY (2001)
 AG0067
 AG0067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0067'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0067
 AG0067                          STATION RECOVERY (2004)
 AG0067
 AG0067'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0067'CHANGE DESCRIPTION TO READ  THE MARK IS LOCATED 157.5 FEET NORTH OF A
 AG0067'TRAFFIC LIGHT POLE ON NORTHEAST SIDE OF INTERSECTION OF ROOSEVELT BLVD
 AG0067'AND 9TH STREET, APPROXIMATELY 12 FEET EAST OF EDGE OF 9TH STREET, SET
 AG0067'IN THE TOP OF A CONCRETE HEADWALL.
 AG0067
 AG0067                          STATION RECOVERY (2008)
 AG0067
 AG0067'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0067'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0068 ***********************************************************************
 AG0068  DESIGNATION -  164
 AG0068  PID         -  AG0068
 AG0068  STATE/COUNTY-  FL/PINELLAS
 AG0068  COUNTRY     -  US
 AG0068  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0068
 AG0068                         *CURRENT SURVEY CONTROL
 AG0068  ______________________________________________________________________
 AG0068* NAD 83(1986) POSITION- 27 51 49.     (N) 082 38 17.     (W)   SCALED
 AG0068* NAVD 88 ORTHO HEIGHT -     1.346 (meters)        4.42  (feet) ADJUSTED
 AG0068  ______________________________________________________________________
 AG0068  GEOID HEIGHT    -        -24.673 (meters)                     GEOID18
 AG0068  DYNAMIC HEIGHT  -          1.344 (meters)        4.41  (feet) COMP
 AG0068  MODELED GRAVITY -    979,181.3   (mgal)                       NAVD 88
 AG0068
 AG0068  VERT ORDER      -  SECOND    CLASS II
 AG0068
 AG0068.The horizontal coordinates were scaled from a map and have
 AG0068.an estimated accuracy of +/- 6 seconds.
 AG0068
 AG0068.The orthometric height was determined by differential leveling and
 AG0068.adjusted by the NATIONAL GEODETIC SURVEY
 AG0068.in June 1991.
 AG0068
 AG0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0068.GEOID18 height accuracy estimate available here.
 AG0068
 AG0068.Click photographs - Photos may exist for this station.
 AG0068
 AG0068.The dynamic height is computed by dividing the NAVD 88
 AG0068.geopotential number by the normal gravity value computed on the
 AG0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0068.degrees latitude (g = 980.6199 gals.).
 AG0068
 AG0068.The modeled gravity was interpolated from observed gravity values.
 AG0068
 AG0068;                    North         East    Units  Estimated Accuracy
 AG0068;SPC FL W     -   391,260.      137,160.      MT  (+/- 180 meters Scaled)
 AG0068
 AG0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387831(NAD 83)
 AG0068
 AG0068                          SUPERSEDED SURVEY CONTROL
 AG0068
 AG0068  NGVD 29 (??/??/92)    1.606  (m)            5.27   (f) ADJ UNCH    2 2
 AG0068
 AG0068.Superseded values are not recommended for survey control.
 AG0068
 AG0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0068.See file dsdata.pdf to determine how the superseded data were derived.
 AG0068
 AG0068_MARKER: DD = SURVEY DISK
 AG0068_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0068_SP_SET: INLET
 AG0068_STAMPING: 164
 AG0068_MARK LOGO: FLHD
 AG0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0068+STABILITY: SURFACE MOTION
 AG0068
 AG0068  HISTORY     - Date     Condition        Report By
 AG0068  HISTORY     - UNK      MONUMENTED       FLHD
 AG0068  HISTORY     - 1975     GOOD             FLDT
 AG0068  HISTORY     - 1989     GOOD             USPSQD
 AG0068  HISTORY     - 19990209 MARK NOT FOUND   USPSQD
 AG0068  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 AG0068  HISTORY     - 20070208 MARK NOT FOUND   USPSQD
 AG0068
 AG0068                          STATION DESCRIPTION
 AG0068
 AG0068'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0068'AT ST PETERSBURG.
 AG0068'STATION IS LOCATED AT THE INTERSECTION OF ROOSEVELT BLVD. EAST
 AG0068'(S.R. 686) AND 4TH STREET N. (S.R. 687).  STATION IS THE SE
 AG0068'CORNER, 64.0 FT. SOUTH OF THE CENTERLINE OF ROOSEVELT BLVD.,
 AG0068'34.6 FT. EAST OF THE CENTERLINE OF 4TH STREET N.  SET IN THE
 AG0068'TOP OF A CONCRETE INLET.  SECTION 19, T30S, R17E.
 AG0068
 AG0068                          STATION RECOVERY (1989)
 AG0068
 AG0068'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0068'RECOVERED IN GOOD CONDITION.
 AG0068
 AG0068                          STATION RECOVERY (1999)
 AG0068
 AG0068'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0068'MARK NOT FOUND.
 AG0068
 AG0068                          STATION RECOVERY (2001)
 AG0068
 AG0068'RECOVERY NOTE BY US POWER SQUADRON 2001
 AG0068'MARK NOT FOUND.
 AG0068
 AG0068                          STATION RECOVERY (2007)
 AG0068
 AG0068'RECOVERY NOTE BY US POWER SQUADRON 2007 (SGR)
 AG0068'AREA HAS UNDERGONE EXTENSIVE ROAD WORK AND WIDENING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0069 ***********************************************************************
 AG0069  DESIGNATION -  165
 AG0069  PID         -  AG0069
 AG0069  STATE/COUNTY-  FL/PINELLAS
 AG0069  COUNTRY     -  US
 AG0069  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0069
 AG0069                         *CURRENT SURVEY CONTROL
 AG0069  ______________________________________________________________________
 AG0069* NAD 83(1986) POSITION- 27 51 37.     (N) 082 38 17.     (W)   SCALED
 AG0069* NAVD 88 ORTHO HEIGHT -     0.851 (meters)        2.79  (feet) ADJUSTED
 AG0069  ______________________________________________________________________
 AG0069  GEOID HEIGHT    -        -24.668 (meters)                     GEOID18
 AG0069  DYNAMIC HEIGHT  -          0.850 (meters)        2.79  (feet) COMP
 AG0069  MODELED GRAVITY -    979,181.1   (mgal)                       NAVD 88
 AG0069
 AG0069  VERT ORDER      -  SECOND    CLASS II
 AG0069
 AG0069.The horizontal coordinates were scaled from a map and have
 AG0069.an estimated accuracy of +/- 6 seconds.
 AG0069
 AG0069.The orthometric height was determined by differential leveling and
 AG0069.adjusted by the NATIONAL GEODETIC SURVEY
 AG0069.in June 1991.
 AG0069
 AG0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0069.GEOID18 height accuracy estimate available here.
 AG0069
 AG0069.Click photographs - Photos may exist for this station.
 AG0069
 AG0069.The dynamic height is computed by dividing the NAVD 88
 AG0069.geopotential number by the normal gravity value computed on the
 AG0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0069.degrees latitude (g = 980.6199 gals.).
 AG0069
 AG0069.The modeled gravity was interpolated from observed gravity values.
 AG0069
 AG0069;                    North         East    Units  Estimated Accuracy
 AG0069;SPC FL W     -   390,890.      137,160.      MT  (+/- 180 meters Scaled)
 AG0069
 AG0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387828(NAD 83)
 AG0069
 AG0069                          SUPERSEDED SURVEY CONTROL
 AG0069
 AG0069  NGVD 29 (??/??/92)    1.112  (m)            3.65   (f) ADJ UNCH    2 2
 AG0069
 AG0069.Superseded values are not recommended for survey control.
 AG0069
 AG0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0069.See file dsdata.pdf to determine how the superseded data were derived.
 AG0069
 AG0069_MARKER: DD = SURVEY DISK
 AG0069_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG0069_SP_SET: BOX CULVERT HEADWALL
 AG0069_STAMPING: 165
 AG0069_MARK LOGO: FLHD
 AG0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0069+STABILITY: SURFACE MOTION
 AG0069
 AG0069  HISTORY     - Date     Condition        Report By
 AG0069  HISTORY     - UNK      MONUMENTED       FLHD
 AG0069  HISTORY     - 1975     GOOD             FLDT
 AG0069  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0069  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AG0069  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 AG0069  HISTORY     - 20040430 MARK NOT FOUND   USPSQD
 AG0069
 AG0069                          STATION DESCRIPTION
 AG0069
 AG0069'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0069'AT ST PETERSBURG.
 AG0069'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0069'AND 4TH STREET N (S.R. 687), RUN SOUTHERLY ON 4TH STREET N. FOR
 AG0069'0.25 MILE.  STATION ON RIGHT, 55.8 FT. WEST OF THE CENTERLINE
 AG0069'OF 4TH STREET N., 17.0 FT. SOUTH OF THE NORTH END OF HEADWALL.
 AG0069'SET IN THE TOP OF A CONCRETE TRIPLE BOX CULVERT HEADWALL.
 AG0069'SECTION 19, T30S, R17E.
 AG0069
 AG0069                          STATION RECOVERY (1989)
 AG0069
 AG0069'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0069'MARK NOT FOUND.
 AG0069
 AG0069                          STATION RECOVERY (1999)
 AG0069
 AG0069'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0069'MARK NOT FOUND.
 AG0069
 AG0069                          STATION RECOVERY (2001)
 AG0069
 AG0069'RECOVERY NOTE BY US POWER SQUADRON 2001
 AG0069'MARK NOT FOUND.
 AG0069
 AG0069                          STATION RECOVERY (2004)
 AG0069
 AG0069'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1928 ***********************************************************************
 BE1928  DESIGNATION -  165 CMP
 BE1928  PID         -  BE1928
 BE1928  STATE/COUNTY-  FL/WAKULLA
 BE1928  COUNTRY     -  US
 BE1928  USGS QUAD   -  CRAWFORDVILLE EAST (2018)
 BE1928
 BE1928                         *CURRENT SURVEY CONTROL
 BE1928  ______________________________________________________________________
 BE1928* NAD 83(1986) POSITION- 30 08 38.54   (N) 084 18 05.08   (W)   HD_HELD1
 BE1928* NAVD 88 ORTHO HEIGHT -     3.919 (meters)       12.86  (feet) ADJUSTED
 BE1928  ______________________________________________________________________
 BE1928  GEOID HEIGHT    -        -27.552 (meters)                     GEOID18
 BE1928  DYNAMIC HEIGHT  -          3.913 (meters)       12.84  (feet) COMP
 BE1928  MODELED GRAVITY -    979,327.9   (mgal)                       NAVD 88
 BE1928
 BE1928  VERT ORDER      -  FIRST     CLASS II
 BE1928
 BE1928.The horizontal coordinates were determined by differentially corrected
 BE1928.hand held GPS observations or other comparable positioning techniques
 BE1928.and have an estimated accuracy of +/- 3 meters.
 BE1928
 BE1928.The orthometric height was determined by differential leveling and
 BE1928.adjusted by the NATIONAL GEODETIC SURVEY
 BE1928.in June 1991.
 BE1928
 BE1928.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1928.GEOID18 height accuracy estimate available here.
 BE1928
 BE1928.Click photographs - Photos may exist for this station.
 BE1928
 BE1928.The dynamic height is computed by dividing the NAVD 88
 BE1928.geopotential number by the normal gravity value computed on the
 BE1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1928.degrees latitude (g = 980.6199 gals.).
 BE1928
 BE1928.The modeled gravity was interpolated from observed gravity values.
 BE1928
 BE1928;                    North         East    Units  Estimated Accuracy
 BE1928;SPC FL N     -   126,830.3     619,132.4     MT  (+/- 3 meters HH1 GPS) 
 BE1928
 BE1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5994337821(NAD 83)
 BE1928
 BE1928                          SUPERSEDED SURVEY CONTROL
 BE1928
 BE1928.No superseded survey control is available for this station.
 BE1928
 BE1928_STAMPING: 165 CMP 1970
 BE1928_MARK LOGO: USGS
 BE1928
 BE1928  HISTORY     - Date     Condition        Report By
 BE1928  HISTORY     - 1970     MONUMENTED       USGS
 BE1928  HISTORY     - 1981     GOOD             NGS
 BE1928  HISTORY     - 19981117 GOOD             USPSQD
 BE1928  HISTORY     - 20171010 MARK NOT FOUND   FLDEP
 BE1928
 BE1928                          STATION DESCRIPTION
 BE1928
 BE1928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BE1928'14.3 KM (8.9 MI) WSW FROM NEWPORT.
 BE1928'14.3 KILOMETERS (8.9 MILES) WEST-SOUTHWEST ALONG US HIGHWAY 98 FROM
 BE1928'THE WEST END OF THE HIGHWAY 98 BRIDGE OVER THE ST. MARKS RIVER IN
 BE1928'NEWPORT, TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHWEST END OF THE
 BE1928'SOUTHEAST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 10.06 METERS (33
 BE1928'FEET) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.39 METER (1.3
 BE1928'FEET) NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 BE1928'THE MARK IS 0.35 METERS  NW FROM A WITNESS POST.
 BE1928'THE MARK IS 0.3 M BELOW HIGHWAY.
 BE1928
 BE1928                          STATION RECOVERY (1998)
 BE1928
 BE1928'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1928'RECOVERED IN GOOD CONDITION.
 BE1928
 BE1928                          STATION RECOVERY (2017)
 BE1928
 BE1928'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (DLP)
 BE1928'NOT RECOVERED.
 BE1928'
 BE1928'NOTE- A NEW CULVERT AND NEW DISK STAMPED (165CMP CORRUGATED METAL PIPE
 BE1928'RESET 1984) HAS BEEN CONSTRUCTED AT THE LOCATION OF THE MARK AS
 BE1928'DETERMINED BY THE REFERENCE DISTANCES IN THE ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0070 ***********************************************************************
 AG0070  DESIGNATION -  166
 AG0070  PID         -  AG0070
 AG0070  STATE/COUNTY-  FL/PINELLAS
 AG0070  COUNTRY     -  US
 AG0070  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0070
 AG0070                         *CURRENT SURVEY CONTROL
 AG0070  ______________________________________________________________________
 AG0070* NAD 83(1986) POSITION- 27 53 37.     (N) 082 39 59.     (W)   SCALED
 AG0070* NAVD 88 ORTHO HEIGHT -     1.386 (meters)        4.55  (feet) ADJUSTED
 AG0070  ______________________________________________________________________
 AG0070  GEOID HEIGHT    -        -24.686 (meters)                     GEOID18
 AG0070  DYNAMIC HEIGHT  -          1.384 (meters)        4.54  (feet) COMP
 AG0070  MODELED GRAVITY -    979,183.7   (mgal)                       NAVD 88
 AG0070
 AG0070  VERT ORDER      -  SECOND    CLASS II
 AG0070
 AG0070.The horizontal coordinates were scaled from a map and have
 AG0070.an estimated accuracy of +/- 6 seconds.
 AG0070
 AG0070.The orthometric height was determined by differential leveling and
 AG0070.adjusted by the NATIONAL GEODETIC SURVEY
 AG0070.in June 1991.
 AG0070
 AG0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0070.GEOID18 height accuracy estimate available here.
 AG0070
 AG0070.Click photographs - Photos may exist for this station.
 AG0070
 AG0070.The dynamic height is computed by dividing the NAVD 88
 AG0070.geopotential number by the normal gravity value computed on the
 AG0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0070.degrees latitude (g = 980.6199 gals.).
 AG0070
 AG0070.The modeled gravity was interpolated from observed gravity values.
 AG0070
 AG0070;                    North         East    Units  Estimated Accuracy
 AG0070;SPC FL W     -   394,600.      134,390.      MT  (+/- 180 meters Scaled)
 AG0070
 AG0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL359865(NAD 83)
 AG0070
 AG0070                          SUPERSEDED SURVEY CONTROL
 AG0070
 AG0070  NGVD 29 (??/??/92)    1.649  (m)            5.41   (f) ADJ UNCH    2 2
 AG0070
 AG0070.Superseded values are not recommended for survey control.
 AG0070
 AG0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0070.See file dsdata.pdf to determine how the superseded data were derived.
 AG0070
 AG0070_MARKER: DD = SURVEY DISK
 AG0070_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0070_SP_SET: CULVERT HEADWALL
 AG0070_STAMPING: 166
 AG0070_MARK LOGO: FLHD
 AG0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0070+STABILITY: SURFACE MOTION
 AG0070
 AG0070  HISTORY     - Date     Condition        Report By
 AG0070  HISTORY     - UNK      MONUMENTED       FLHD
 AG0070  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0070
 AG0070                          STATION DESCRIPTION
 AG0070
 AG0070'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) UNK
 AG0070'1.0 MI N FROM ST PETERSBURG.
 AG0070'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0070'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 3.50 MILE.
 AG0070'STATION ON RIGHT, 62.0 FT. SOUTH OF THE CENTERLINE OF S.R. 688,
 AG0070'10.0 FT. SOUTH OF LIGHT POLE, NUMBER ML-251. SET IN TOP OF A
 AG0070'CONCRETE HEADWALL.
 AG0070
 AG0070                          STATION RECOVERY (1999)
 AG0070
 AG0070'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0070'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1926 ***********************************************************************
 BE1926  DESIGNATION -  166 CMP
 BE1926  PID         -  BE1926
 BE1926  STATE/COUNTY-  FL/WAKULLA
 BE1926  COUNTRY     -  US
 BE1926  USGS QUAD   -  CRAWFORDVILLE EAST (2018)
 BE1926
 BE1926                         *CURRENT SURVEY CONTROL
 BE1926  ______________________________________________________________________
 BE1926* NAD 83(1986) POSITION- 30 09 02.     (N) 084 16 40.     (W)   SCALED
 BE1926* NAVD 88 ORTHO HEIGHT -     4.015 (meters)       13.17  (feet) ADJUSTED
 BE1926  ______________________________________________________________________
 BE1926  GEOID HEIGHT    -        -27.559 (meters)                     GEOID18
 BE1926  DYNAMIC HEIGHT  -          4.010 (meters)       13.16  (feet) COMP
 BE1926  MODELED GRAVITY -    979,327.9   (mgal)                       NAVD 88
 BE1926
 BE1926  VERT ORDER      -  FIRST     CLASS II
 BE1926
 BE1926.The horizontal coordinates were scaled from a map and have
 BE1926.an estimated accuracy of +/- 6 seconds.
 BE1926
 BE1926.The orthometric height was determined by differential leveling and
 BE1926.adjusted by the NATIONAL GEODETIC SURVEY
 BE1926.in June 1991.
 BE1926
 BE1926.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1926.GEOID18 height accuracy estimate available here.
 BE1926
 BE1926.Click photographs - Photos may exist for this station.
 BE1926
 BE1926.The dynamic height is computed by dividing the NAVD 88
 BE1926.geopotential number by the normal gravity value computed on the
 BE1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1926.degrees latitude (g = 980.6199 gals.).
 BE1926
 BE1926.The modeled gravity was interpolated from observed gravity values.
 BE1926
 BE1926;                    North         East    Units  Estimated Accuracy
 BE1926;SPC FL N     -   127,560.      621,410.      MT  (+/- 180 meters Scaled)
 BE1926
 BE1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU622385(NAD 83)
 BE1926
 BE1926                          SUPERSEDED SURVEY CONTROL
 BE1926
 BE1926.No superseded survey control is available for this station.
 BE1926
 BE1926_STAMPING: 166 CMP 1970
 BE1926_MARK LOGO: USGS
 BE1926
 BE1926  HISTORY     - Date     Condition        Report By
 BE1926  HISTORY     - 1970     MONUMENTED       USGS
 BE1926  HISTORY     - 1981     GOOD             NGS
 BE1926  HISTORY     - 19981117 GOOD             USPSQD
 BE1926  HISTORY     - 20171010 MARK NOT FOUND   FLDEP
 BE1926
 BE1926                          STATION DESCRIPTION
 BE1926
 BE1926'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BE1926'11.9 KM (7.4 MI) WSW FROM NEWPORT.
 BE1926'11.9 KILOMETERS (7.4 MILES) WEST-SOUTHWEST ALONG US HIGHWAY 98 FROM
 BE1926'THE WEST END OF THE HIGHWAY 98 BRIDGE OVER THE ST. MARKS RIVER IN
 BE1926'NEWPORT, TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHWEST END OF THE
 BE1926'SOUTHEAST HEADWALL OF A CULVERT UNDER THE HIGHWAY, 7.32 METERS (24
 BE1926'FEET) SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.61 METER (2 FEET)
 BE1926'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 BE1926'THE MARK IS 0.25 METERS  NW FROM A WITNESS POST.
 BE1926
 BE1926                          STATION RECOVERY (1998)
 BE1926
 BE1926'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1926'RECOVERED IN GOOD CONDITION.
 BE1926
 BE1926                          STATION RECOVERY (2017)
 BE1926
 BE1926'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (DLP)
 BE1926'NOT RECOVERED.  A NEW CULVERT HAS BEEN CONSTRUCTED AT THE LOCATION OF
 BE1926'THE MARK AS DETERMINED BY THE REFERENCE DISTANCES IN THE ORIGINAL
 BE1926'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0071 ***********************************************************************
 AG0071  DESIGNATION -  167
 AG0071  PID         -  AG0071
 AG0071  STATE/COUNTY-  FL/PINELLAS
 AG0071  COUNTRY     -  US
 AG0071  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0071
 AG0071                         *CURRENT SURVEY CONTROL
 AG0071  ______________________________________________________________________
 AG0071* NAD 83(1986) POSITION- 27 53 37.     (N) 082 39 05.     (W)   SCALED
 AG0071* NAVD 88 ORTHO HEIGHT -     1.605 (meters)        5.27  (feet) ADJUSTED
 AG0071  ______________________________________________________________________
 AG0071  GEOID HEIGHT    -        -24.705 (meters)                     GEOID18
 AG0071  DYNAMIC HEIGHT  -          1.603 (meters)        5.26  (feet) COMP
 AG0071  MODELED GRAVITY -    979,183.6   (mgal)                       NAVD 88
 AG0071
 AG0071  VERT ORDER      -  SECOND    CLASS II
 AG0071
 AG0071.The horizontal coordinates were scaled from a map and have
 AG0071.an estimated accuracy of +/- 6 seconds.
 AG0071
 AG0071.The orthometric height was determined by differential leveling and
 AG0071.adjusted by the NATIONAL GEODETIC SURVEY
 AG0071.in June 1991.
 AG0071
 AG0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0071.GEOID18 height accuracy estimate available here.
 AG0071
 AG0071.Click photographs - Photos may exist for this station.
 AG0071
 AG0071.The dynamic height is computed by dividing the NAVD 88
 AG0071.geopotential number by the normal gravity value computed on the
 AG0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0071.degrees latitude (g = 980.6199 gals.).
 AG0071
 AG0071.The modeled gravity was interpolated from observed gravity values.
 AG0071
 AG0071;                    North         East    Units  Estimated Accuracy
 AG0071;SPC FL W     -   394,590.      135,870.      MT  (+/- 180 meters Scaled)
 AG0071
 AG0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL374865(NAD 83)
 AG0071
 AG0071                          SUPERSEDED SURVEY CONTROL
 AG0071
 AG0071  NGVD 29 (??/??/92)    1.869  (m)            6.13   (f) ADJ UNCH    2 2
 AG0071
 AG0071.Superseded values are not recommended for survey control.
 AG0071
 AG0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0071.See file dsdata.pdf to determine how the superseded data were derived.
 AG0071
 AG0071_MARKER: DD = SURVEY DISK
 AG0071_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0071_SP_SET: CULVERT HEADWALL
 AG0071_STAMPING: 167
 AG0071_MARK LOGO: FLHD
 AG0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0071+STABILITY: SURFACE MOTION
 AG0071
 AG0071  HISTORY     - Date     Condition        Report By
 AG0071  HISTORY     - UNK      MONUMENTED       FLHD
 AG0071  HISTORY     - 19991214 GOOD             USPSQD
 AG0071
 AG0071                          STATION DESCRIPTION
 AG0071
 AG0071'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) UNK
 AG0071'1.0 MI N FROM ST PETERSBURG.
 AG0071'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0071'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 4.35 MILES.
 AG0071'STATION ON LEFT, 82.2 FT. NORTH OF THE CENTERLINE OF S.R. 688,
 AG0071'60.0 FT. NW OF LIGHT POLE, NUMBER 1A-65894-R.  SET IN TOP OF A
 AG0071'CONCRETE HEADWALL.  SECTION 1, T30S, R16E.
 AG0071
 AG0071                          STATION RECOVERY (1999)
 AG0071
 AG0071'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0071'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2160 ***********************************************************************
 AK2160  DESIGNATION -  167
 AK2160  PID         -  AK2160
 AK2160  STATE/COUNTY-  FL/BREVARD
 AK2160  COUNTRY     -  US
 AK2160  USGS QUAD   -  COURTENAY (2018)
 AK2160
 AK2160                         *CURRENT SURVEY CONTROL
 AK2160  ______________________________________________________________________
 AK2160* NAD 83(1986) POSITION- 28 27 09.     (N) 080 39 17.     (W)   SCALED
 AK2160* NAVD 88 ORTHO HEIGHT -     0.624 (meters)        2.05  (feet) ADJUSTED
 AK2160  ______________________________________________________________________
 AK2160  GEOID HEIGHT    -        -28.192 (meters)                     GEOID18
 AK2160  DYNAMIC HEIGHT  -          0.623 (meters)        2.04  (feet) COMP
 AK2160  MODELED GRAVITY -    979,222.3   (mgal)                       NAVD 88
 AK2160
 AK2160  VERT ORDER      -  FIRST     CLASS II
 AK2160
 AK2160.The horizontal coordinates were scaled from a map and have
 AK2160.an estimated accuracy of +/- 6 seconds.
 AK2160
 AK2160.The orthometric height was determined by differential leveling and
 AK2160.adjusted by the NATIONAL GEODETIC SURVEY
 AK2160.in June 1991.
 AK2160
 AK2160.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2160.GEOID18 height accuracy estimate available here.
 AK2160
 AK2160.Click photographs - Photos may exist for this station.
 AK2160
 AK2160.The dynamic height is computed by dividing the NAVD 88
 AK2160.geopotential number by the normal gravity value computed on the
 AK2160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2160.degrees latitude (g = 980.6199 gals.).
 AK2160
 AK2160.The modeled gravity was interpolated from observed gravity values.
 AK2160
 AK2160;                    North         East    Units  Estimated Accuracy
 AK2160;SPC FL E     -   456,400.      233,820.      MT  (+/- 180 meters Scaled)
 AK2160
 AK2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM338473(NAD 83)
 AK2160
 AK2160                          SUPERSEDED SURVEY CONTROL
 AK2160
 AK2160  NGVD 29 (??/??/92)    1.028  (m)            3.37   (f) ADJ UNCH    1 2
 AK2160
 AK2160.Superseded values are not recommended for survey control.
 AK2160
 AK2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2160.See file dsdata.pdf to determine how the superseded data were derived.
 AK2160
 AK2160_STAMPING: JLR 167 1959
 AK2160_MARK LOGO: USACE
 AK2160
 AK2160  HISTORY     - Date     Condition        Report By
 AK2160  HISTORY     - 1959     MONUMENTED       USACE
 AK2160  HISTORY     - 1963     GOOD             CGS
 AK2160  HISTORY     - 1976     MARK NOT FOUND   DOD
 AK2160  HISTORY     - 20201009 MARK NOT FOUND   GEOCAC
 AK2160
 AK2160                          STATION DESCRIPTION
 AK2160
 AK2160'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK2160'9.4 MI NE FROM MERRITT ISLAND.
 AK2160'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AK2160'OF STATE HIGHWAY 520 AT MERRITT ISLAND, THENCE 2.55 MILES EAST
 AK2160'ALONG A NEW CAUSEWAY (UNDER CONSTRUCTION IN 1963) THENCE 3.3
 AK2160'MILES NORTH ALONG A SAND AND ASPHALT ROAD, 30 1/2 FEET EAST OF
 AK2160'THE CENTER LINE OF THE ROAD, 41 FEET NORTH OF POWER LINE POLE
 AK2160'NO. 19 WITH 3 GUY WIRES, 66 FEET SOUTHWEST OF A LONE 12 INCH
 AK2160'PALM TREE, 38 FEET WEST OF THE WEST EDGE OF THE BANANA RIVER,
 AK2160'64.2 FEET SOUTHWEST OF 167 RM 2 USE, ABOUT LEVEL WITH THE ROAD
 AK2160'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE
 AK2160'THE LEVEL OF THE GROUND.
 AK2160
 AK2160                          STATION RECOVERY (1976)
 AK2160
 AK2160'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1976
 AK2160'MARK NOT FOUND.
 AK2160
 AK2160                          STATION RECOVERY (2020)
 AK2160
 AK2160'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK2160'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1924 ***********************************************************************
 BE1924  DESIGNATION -  167 CMP
 BE1924  PID         -  BE1924
 BE1924  STATE/COUNTY-  FL/WAKULLA
 BE1924  COUNTRY     -  US
 BE1924  USGS QUAD   -  CRAWFORDVILLE EAST (2018)
 BE1924
 BE1924                         *CURRENT SURVEY CONTROL
 BE1924  ______________________________________________________________________
 BE1924* NAD 83(1986) POSITION- 30 09 21.     (N) 084 15 32.     (W)   SCALED
 BE1924* NAVD 88 ORTHO HEIGHT -     3.986 (meters)       13.08  (feet) ADJUSTED
 BE1924  ______________________________________________________________________
 BE1924  GEOID HEIGHT    -        -27.562 (meters)                     GEOID18
 BE1924  DYNAMIC HEIGHT  -          3.981 (meters)       13.06  (feet) COMP
 BE1924  MODELED GRAVITY -    979,328.8   (mgal)                       NAVD 88
 BE1924
 BE1924  VERT ORDER      -  FIRST     CLASS II
 BE1924
 BE1924.The horizontal coordinates were scaled from a map and have
 BE1924.an estimated accuracy of +/- 6 seconds.
 BE1924
 BE1924.The orthometric height was determined by differential leveling and
 BE1924.adjusted by the NATIONAL GEODETIC SURVEY
 BE1924.in June 1991.
 BE1924
 BE1924.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1924.GEOID18 height accuracy estimate available here.
 BE1924
 BE1924.Click photographs - Photos may exist for this station.
 BE1924
 BE1924.The dynamic height is computed by dividing the NAVD 88
 BE1924.geopotential number by the normal gravity value computed on the
 BE1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1924.degrees latitude (g = 980.6199 gals.).
 BE1924
 BE1924.The modeled gravity was interpolated from observed gravity values.
 BE1924
 BE1924;                    North         East    Units  Estimated Accuracy
 BE1924;SPC FL N     -   128,150.      623,230.      MT  (+/- 180 meters Scaled)
 BE1924
 BE1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU640392(NAD 83)
 BE1924
 BE1924                          SUPERSEDED SURVEY CONTROL
 BE1924
 BE1924.No superseded survey control is available for this station.
 BE1924
 BE1924_STAMPING: 167 CMP 1970
 BE1924_MARK LOGO: USGS
 BE1924
 BE1924  HISTORY     - Date     Condition        Report By
 BE1924  HISTORY     - 1970     MONUMENTED       USGS
 BE1924  HISTORY     - 1981     GOOD             NGS
 BE1924  HISTORY     - 19981117 GOOD             USPSQD
 BE1924  HISTORY     - 20171010 MARK NOT FOUND   FLDEP
 BE1924
 BE1924                          STATION DESCRIPTION
 BE1924
 BE1924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BE1924'9.88 KM (6.15 MI) WSW FROM NEWPORT.
 BE1924'9.88 KILOMETERS (6.15 MILES) WEST-SOUTHWEST ALONG US HIGHWAY 98 FROM
 BE1924'THE WEST END OF THE HIGHWAY 98 BRIDGE OVER ST. MARKS RIVER IN NEWPORT,
 BE1924'TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 BE1924'HEADWALL OF A CULVERT UNDER THE HIGHWAY, 10.37 METERS (34 FEET)
 BE1924'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 0.25 METER (0.8 FOOT)
 BE1924'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 BE1924'THE MARK IS 0.25 METERS  NW FROM A WITNESS POST.
 BE1924
 BE1924                          STATION RECOVERY (1998)
 BE1924
 BE1924'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1924'RECOVERED IN GOOD CONDITION.
 BE1924
 BE1924                          STATION RECOVERY (2017)
 BE1924
 BE1924'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (DLP)
 BE1924'NOT RECOVERED.  A NEW CULVERT HAS BEEN CONSTRUCTED AT THE LOCATION OF
 BE1924'THE MARK AS DETERMINED BY THE REFERENCE DISTANCES IN THE ORIGINAL
 BE1924'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2159 ***********************************************************************
 AK2159  DESIGNATION -  167 RM 2
 AK2159  PID         -  AK2159
 AK2159  STATE/COUNTY-  FL/BREVARD
 AK2159  COUNTRY     -  US
 AK2159  USGS QUAD   -  COURTENAY (2018)
 AK2159
 AK2159                         *CURRENT SURVEY CONTROL
 AK2159  ______________________________________________________________________
 AK2159* NAD 83(1986) POSITION- 28 27 10.     (N) 080 39 17.     (W)   SCALED
 AK2159* NAVD 88 ORTHO HEIGHT -     0.609 (meters)        2.00  (feet) ADJUSTED
 AK2159  ______________________________________________________________________
 AK2159  GEOID HEIGHT    -        -28.192 (meters)                     GEOID18
 AK2159  DYNAMIC HEIGHT  -          0.608 (meters)        1.99  (feet) COMP
 AK2159  MODELED GRAVITY -    979,222.3   (mgal)                       NAVD 88
 AK2159
 AK2159  VERT ORDER      -  FIRST     CLASS II
 AK2159
 AK2159.The horizontal coordinates were scaled from a map and have
 AK2159.an estimated accuracy of +/- 6 seconds.
 AK2159
 AK2159.The orthometric height was determined by differential leveling and
 AK2159.adjusted by the NATIONAL GEODETIC SURVEY
 AK2159.in June 1991.
 AK2159
 AK2159.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2159.GEOID18 height accuracy estimate available here.
 AK2159
 AK2159.Click photographs - Photos may exist for this station.
 AK2159
 AK2159.The dynamic height is computed by dividing the NAVD 88
 AK2159.geopotential number by the normal gravity value computed on the
 AK2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2159.degrees latitude (g = 980.6199 gals.).
 AK2159
 AK2159.The modeled gravity was interpolated from observed gravity values.
 AK2159
 AK2159;                    North         East    Units  Estimated Accuracy
 AK2159;SPC FL E     -   456,430.      233,820.      MT  (+/- 180 meters Scaled)
 AK2159
 AK2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM338474(NAD 83)
 AK2159
 AK2159                          SUPERSEDED SURVEY CONTROL
 AK2159
 AK2159  NGVD 29 (??/??/92)    1.013  (m)            3.32   (f) ADJ UNCH    1 2
 AK2159
 AK2159.Superseded values are not recommended for survey control.
 AK2159
 AK2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2159.See file dsdata.pdf to determine how the superseded data were derived.
 AK2159
 AK2159_STAMPING: 167 RM 2 JLR 1959
 AK2159_MARK LOGO: USACE
 AK2159
 AK2159  HISTORY     - Date     Condition        Report By
 AK2159  HISTORY     - 1959     MONUMENTED       USACE
 AK2159  HISTORY     - 1971     GOOD             NGS
 AK2159  HISTORY     - 19970504 MARK NOT FOUND   USPSQD
 AK2159  HISTORY     - 20201009 MARK NOT FOUND   GEOCAC
 AK2159
 AK2159                          STATION DESCRIPTION
 AK2159
 AK2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AK2159'AT MERRITT ISLAND.
 AK2159'TO REACH FROM KENNEDY SPACE CENTER GATE NO. 2 ON STATE HIGHWAY 3,
 AK2159'GO EAST AND NORTH ON KENNEDY PARKWAY FOR 0.5 MILE TO ROAD RIGHT,
 AK2159'TURN EAST FOR 0.1 MILE THEN SOUTH AND EAST AGAIN FOR 3 MILES
 AK2159'TO TELEM. IV SITE AND T JUNCTION AT END OF ROAD, TURN SOUTH
 AK2159'AND FOLLOW ROAD 0.8 MILE TO STATION ON EAST.  NOTE-- 1.  55 FEET
 AK2159'EAST OF CENTERLINE OF ROAD, INSTEAD OF 62.  2.  62.5 FEET
 AK2159'SOUTHEAST OF POWER LINE POLE D 14.  3.  49 FEET SOUTHEAST OF
 AK2159'AN 18 INCH PALM.
 AK2159
 AK2159                          STATION RECOVERY (1997)
 AK2159
 AK2159'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK2159'MARK NOT FOUND.
 AK2159
 AK2159                          STATION RECOVERY (2020)
 AK2159
 AK2159'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK2159'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9207 ***********************************************************************
 DI9207  TIDAL BM    -  This is a Tidal Bench Mark.
 DI9207  DESIGNATION -  1674
 DI9207  PID         -  DI9207
 DI9207  STATE/COUNTY-  FL/PALM BEACH
 DI9207  COUNTRY     -  US
 DI9207  USGS QUAD   -  ROOD (2018)
 DI9207
 DI9207                         *CURRENT SURVEY CONTROL
 DI9207  ______________________________________________________________________
 DI9207* NAD 83(1986) POSITION- 26 56 05.8    (N) 080 08 27.7    (W)   HD_HELD2
 DI9207* NAVD 88 ORTHO HEIGHT -     4.576 (meters)       15.01  (feet) ADJUSTED
 DI9207  ______________________________________________________________________
 DI9207  GEOID HEIGHT    -        -27.163 (meters)                     GEOID18
 DI9207  DYNAMIC HEIGHT  -          4.569 (meters)       14.99  (feet) COMP
 DI9207  MODELED GRAVITY -    979,098.0   (mgal)                       NAVD 88
 DI9207
 DI9207  VERT ORDER      -  FIRST     CLASS II
 DI9207
 DI9207.The horizontal coordinates were established by autonomous hand held GPS
 DI9207.observations and have an estimated accuracy of +/- 10 meters.
 DI9207
 DI9207.The orthometric height was determined by differential leveling and
 DI9207.adjusted by the NATIONAL GEODETIC SURVEY
 DI9207.in August 2007.
 DI9207
 DI9207.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9207.GEOID18 height accuracy estimate available here.
 DI9207
 DI9207.This Tidal Bench Mark is designated as VM 18744
 DI9207.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI9207
 DI9207.Click photographs - Photos may exist for this station.
 DI9207
 DI9207.The dynamic height is computed by dividing the NAVD 88
 DI9207.geopotential number by the normal gravity value computed on the
 DI9207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9207.degrees latitude (g = 980.6199 gals.).
 DI9207
 DI9207.The modeled gravity was interpolated from observed gravity values.
 DI9207
 DI9207;                    North         East    Units  Estimated Accuracy
 DI9207;SPC FL E     -   288,486.      285,303.      MT  (+/- 10 meters HH2 GPS)
 DI9207
 DI9207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8527379519(NAD 83)
 DI9207
 DI9207                          SUPERSEDED SURVEY CONTROL
 DI9207
 DI9207.No superseded survey control is available for this station.
 DI9207
 DI9207_MARKER: DD = SURVEY DISK
 DI9207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI9207_SP_SET: LOCK WINGWALL
 DI9207_STAMPING: F.C.E. 1674 1958
 DI9207_MARK LOGO: USACE
 DI9207_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI9207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI9207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9207+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2025
 DI9207
 DI9207  HISTORY     - Date     Condition        Report By
 DI9207  HISTORY     - 1958     MONUMENTED       USACE
 DI9207  HISTORY     - 20040524 GOOD             FLDEP
 DI9207  HISTORY     - 20060316 GOOD             FLDEP
 DI9207  HISTORY     - 20250501 GOOD             GEOCAC
 DI9207
 DI9207                          STATION DESCRIPTION
 DI9207
 DI9207'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI9207'THE MARK IS ON THE WEST SIDE OF JUPITER, IN SECTION 3, TOWNSHIP 41
 DI9207'SOUTH, RANGE 42 EAST.
 DI9207'
 DI9207'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 811
 DI9207'(ALTERNATE A1A, OLD DIXIE  HIGHWAY) AND STATE HIGHWAY 706 (INDIANTOWN
 DI9207'ROAD) IN JUPITER, GO WEST ON STATE HIGHWAY  706 (INDIANTOWN ROAD) FOR
 DI9207'3.0 MI TO THE EAST END OF THE BRIDGE SPANNING CANAL C-18 AND  THE MARK
 DI9207'ON THE RIGHT, SET IN THE TOP OF THE EAST WALL OF STRUCTURE 46.
 DI9207'
 DI9207'LOCATED ABOUT 180.0 FT NORTHEAST OF THE CENTERLINE OF THE WESTBOUND
 DI9207'LANES OF STATE  HIGHWAY 706, 72.0 FT NORTH OF THE CENTER OF A DOUBLE
 DI9207'METAL GATE, 35.5 FT NORTH-NORTHEAST  OF THE NORTHEAST CORNER OF A 13.0
 DI9207'FT X 16.0 FT BUILDING (NUMBER S-46), 16.1 FT NORTH OF THE  NORTH FACE
 DI9207'OF THE CONTROL HOUSE AND 1.8 FT SOUTH OF THE TOP OF THE SLOPE OF THE
 DI9207'EAST  WALL.
 DI9207
 DI9207                          STATION RECOVERY (2006)
 DI9207
 DI9207'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DI9207'THE MARK IS ON THE WEST SIDE OF JUPITER, IN SECTION 3, TOWNSHIP 41
 DI9207'SOUTH, RANGE 42 EAST.
 DI9207'
 DI9207'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 811
 DI9207'(ALTERNATE A1A, OLD DIXIE HIGHWAY) AND STATE HIGHWAY 706 (INDIANTOWN
 DI9207'ROAD) IN JUPITER, GO WEST ON STATE HIGHWAY 706 (INDIANTOWN ROAD) FOR
 DI9207'3.0 MI (4.8 KM) TO THE EAST END OF THE BRIDGE SPANNING CANAL C-18 AND
 DI9207'THE MARK ON THE RIGHT, A USE BENCH MARK DISK SET FLUSH IN THE TOP OF
 DI9207'THE EAST WING WALL NORTH OF THE LOCKS AT STRUCTURE 46.
 DI9207'
 DI9207'LOCATED ABOUT 180.0 FT (54.9 M) NORTHEAST OF THE APPROXIMATE
 DI9207'CENTERLINE OF THE WESTBOUND LANES OF STATE HIGHWAY 706 (INDIANTOWN
 DI9207'ROAD), 72.0 FT (21.9 M) NORTHWEST OF THE CENTER OF A DOUBLE METAL
 DI9207'GATE, 35.5 FT (10.8 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 DI9207'13.0 FT (4.0 M) X 16.0 FT (4.9 M) BUILDING (NUMBER S-46), 16.1 FT (4.9
 DI9207'M) NORTH OF THE NORTH FACE OF THE CONTROL HOUSE AND 1.8 FT (0.5 M)
 DI9207'SOUTH OF THE TOP OF THE DOWNWARD SLOPE OF THE WING WALL.
 DI9207
 DI9207                          STATION RECOVERY (2025)
 DI9207
 DI9207'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DI9207'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0072 ***********************************************************************
 AG0072  DESIGNATION -  168
 AG0072  PID         -  AG0072
 AG0072  STATE/COUNTY-  FL/PINELLAS
 AG0072  COUNTRY     -  US
 AG0072  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0072
 AG0072                         *CURRENT SURVEY CONTROL
 AG0072  ______________________________________________________________________
 AG0072* NAD 83(1986) POSITION- 27 53 37.     (N) 082 38 47.     (W)   SCALED
 AG0072* NAVD 88 ORTHO HEIGHT -     9.532 (meters)       31.27  (feet) ADJUSTED
 AG0072  ______________________________________________________________________
 AG0072  GEOID HEIGHT    -        -24.712 (meters)                     GEOID18
 AG0072  DYNAMIC HEIGHT  -          9.518 (meters)       31.23  (feet) COMP
 AG0072  MODELED GRAVITY -    979,183.6   (mgal)                       NAVD 88
 AG0072
 AG0072  VERT ORDER      -  SECOND    CLASS II
 AG0072
 AG0072.The horizontal coordinates were scaled from a map and have
 AG0072.an estimated accuracy of +/- 6 seconds.
 AG0072
 AG0072.The orthometric height was determined by differential leveling and
 AG0072.adjusted by the NATIONAL GEODETIC SURVEY
 AG0072.in June 1991.
 AG0072
 AG0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0072.GEOID18 height accuracy estimate available here.
 AG0072
 AG0072.Click photographs - Photos may exist for this station.
 AG0072
 AG0072.The dynamic height is computed by dividing the NAVD 88
 AG0072.geopotential number by the normal gravity value computed on the
 AG0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0072.degrees latitude (g = 980.6199 gals.).
 AG0072
 AG0072.The modeled gravity was interpolated from observed gravity values.
 AG0072
 AG0072;                    North         East    Units  Estimated Accuracy
 AG0072;SPC FL W     -   394,590.      136,360.      MT  (+/- 180 meters Scaled)
 AG0072
 AG0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379865(NAD 83)
 AG0072
 AG0072                          SUPERSEDED SURVEY CONTROL
 AG0072
 AG0072  NGVD 29 (??/??/92)    9.796  (m)           32.14   (f) ADJ UNCH    2 2
 AG0072
 AG0072.Superseded values are not recommended for survey control.
 AG0072
 AG0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0072.See file dsdata.pdf to determine how the superseded data were derived.
 AG0072
 AG0072_MARKER: DD = SURVEY DISK
 AG0072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0072_SP_SET: OVERPASS
 AG0072_STAMPING: 168
 AG0072_MARK LOGO: FLHD
 AG0072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0072
 AG0072  HISTORY     - Date     Condition        Report By
 AG0072  HISTORY     - UNK      MONUMENTED       FLHD
 AG0072  HISTORY     - 1975     GOOD             FLDT
 AG0072  HISTORY     - 19910418 GOOD             USPSQD
 AG0072  HISTORY     - 19991214 GOOD             USPSQD
 AG0072
 AG0072                          STATION DESCRIPTION
 AG0072
 AG0072'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0072'1 MI N FROM ST PETERSBURG.
 AG0072'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0072'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 4.70 MILE.
 AG0072'STATION IS LOCATED IN THE SW CORNER OF THE OVERPASS.  SET IN
 AG0072'TOP OF CONCRETE HANDRAIL.  SECTION 7, T 30S, R 17E
 AG0072
 AG0072                          STATION RECOVERY (1991)
 AG0072
 AG0072'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0072'RECOVERED IN GOOD CONDITION.
 AG0072
 AG0072                          STATION RECOVERY (1999)
 AG0072
 AG0072'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7044 ***********************************************************************
 AG7044  DESIGNATION -  168 C OF SP
 AG7044  PID         -  AG7044
 AG7044  STATE/COUNTY-  FL/PINELLAS
 AG7044  COUNTRY     -  US
 AG7044  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7044
 AG7044                         *CURRENT SURVEY CONTROL
 AG7044  ______________________________________________________________________
 AG7044* NAD 83(1986) POSITION- 27 46 39.     (N) 082 41 45.     (W)   SCALED
 AG7044* NAVD 88 ORTHO HEIGHT -    14.536 (meters)       47.69  (feet) ADJUSTED
 AG7044  ______________________________________________________________________
 AG7044  GEOID HEIGHT    -        -24.454 (meters)                     GEOID18
 AG7044  DYNAMIC HEIGHT  -         14.515 (meters)       47.62  (feet) COMP
 AG7044  MODELED GRAVITY -    979,175.9   (mgal)                       NAVD 88
 AG7044
 AG7044  VERT ORDER      -  SECOND    CLASS II
 AG7044
 AG7044.The horizontal coordinates were scaled from a map and have
 AG7044.an estimated accuracy of +/- 6 seconds.
 AG7044
 AG7044.The orthometric height was determined by differential leveling and
 AG7044.adjusted by the NATIONAL GEODETIC SURVEY
 AG7044.in June 1991.
 AG7044
 AG7044.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7044.GEOID18 height accuracy estimate available here.
 AG7044
 AG7044.Click photographs - Photos may exist for this station.
 AG7044
 AG7044.The dynamic height is computed by dividing the NAVD 88
 AG7044.geopotential number by the normal gravity value computed on the
 AG7044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7044.degrees latitude (g = 980.6199 gals.).
 AG7044
 AG7044.The modeled gravity was interpolated from observed gravity values.
 AG7044
 AG7044;                    North         East    Units  Estimated Accuracy
 AG7044;SPC FL W     -   381,750.      131,420.      MT  (+/- 180 meters Scaled)
 AG7044
 AG7044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL329737(NAD 83)
 AG7044
 AG7044                          SUPERSEDED SURVEY CONTROL
 AG7044
 AG7044  NGVD 29 (??/??/92)   14.805  (m)           48.57   (f) ADJ UNCH    2 2
 AG7044
 AG7044.Superseded values are not recommended for survey control.
 AG7044
 AG7044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7044.See file dsdata.pdf to determine how the superseded data were derived.
 AG7044
 AG7044_MARKER: DB = BENCH MARK DISK
 AG7044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7044_PROJECTION: FLUSH
 AG7044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7044+STABILITY: SURFACE MOTION
 AG7044
 AG7044  HISTORY     - Date     Condition        Report By
 AG7044  HISTORY     - UNK      MONUMENTED       FL2730
 AG7044  HISTORY     - 1977     GOOD             FL-103
 AG7044  HISTORY     - 19990105 MARK NOT FOUND   USPSQD
 AG7044  HISTORY     - 20060116 MARK NOT FOUND   USPSQD
 AG7044
 AG7044                          STATION DESCRIPTION
 AG7044
 AG7044'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7044'IN ST PETERSBURG.
 AG7044'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 SR 55 34TH
 AG7044'ST. N. AND SR 595 5TH AVE. N., RUN WESTERLY ON SR 595 FOR 1.05 MILES
 AG7044'TO THE INTERSECTION OF 46TH ST. N. STATION ON LEFT, S.W. CORNER, 45.6
 AG7044'FT. SOUTH OF THE CENTERLINE OF 5TH AVE. N., 27.9 FT. WEST OF THE
 AG7044'CENTERLINE OF 46TH ST. N., 46.7 FT. N.E. OF THE N.E. CORNER OF A ONE
 AG7044'STORY FRAM HOUSE 4600 5TH AVE. N., 55.0 FT. WEST OF AN 18 INCH OAK
 AG7044'TREE, 77.6 FT. S.E. OF A LIGHT POLE NUMBER I-81680. SET IN THE TOP OF
 AG7044'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AG7044
 AG7044                          STATION RECOVERY (1999)
 AG7044
 AG7044'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7044'MARK NOT FOUND.
 AG7044
 AG7044                          STATION RECOVERY (2006)
 AG7044
 AG7044'RECOVERY NOTE BY US POWER SQUADRON 2006 (HH)
 AG7044'THE ONLY REMAINING LOCATER IS THE  ONE STORY FARM HOUSE .  I COULD NOT
 AG7044'LOCATE THE OCCUPANT TO GET PERMISSION TO ENTER THE YARD TO MEASURE
 AG7044'FROM THE CORNER OF THE HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0073 ***********************************************************************
 AG0073  DESIGNATION -  169
 AG0073  PID         -  AG0073
 AG0073  STATE/COUNTY-  FL/PINELLAS
 AG0073  COUNTRY     -  US
 AG0073  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0073
 AG0073                         *CURRENT SURVEY CONTROL
 AG0073  ______________________________________________________________________
 AG0073* NAD 83(1986) POSITION- 27 53 37.     (N) 082 38 47.     (W)   SCALED
 AG0073* NAVD 88 ORTHO HEIGHT -     9.612 (meters)       31.54  (feet) ADJUSTED
 AG0073  ______________________________________________________________________
 AG0073  GEOID HEIGHT    -        -24.712 (meters)                     GEOID18
 AG0073  DYNAMIC HEIGHT  -          9.597 (meters)       31.49  (feet) COMP
 AG0073  MODELED GRAVITY -    979,183.6   (mgal)                       NAVD 88
 AG0073
 AG0073  VERT ORDER      -  SECOND    CLASS II
 AG0073
 AG0073.The horizontal coordinates were scaled from a map and have
 AG0073.an estimated accuracy of +/- 6 seconds.
 AG0073
 AG0073.The orthometric height was determined by differential leveling and
 AG0073.adjusted by the NATIONAL GEODETIC SURVEY
 AG0073.in June 1991.
 AG0073
 AG0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0073.GEOID18 height accuracy estimate available here.
 AG0073
 AG0073.Click photographs - Photos may exist for this station.
 AG0073
 AG0073.The dynamic height is computed by dividing the NAVD 88
 AG0073.geopotential number by the normal gravity value computed on the
 AG0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0073.degrees latitude (g = 980.6199 gals.).
 AG0073
 AG0073.The modeled gravity was interpolated from observed gravity values.
 AG0073
 AG0073;                    North         East    Units  Estimated Accuracy
 AG0073;SPC FL W     -   394,590.      136,360.      MT  (+/- 180 meters Scaled)
 AG0073
 AG0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379865(NAD 83)
 AG0073
 AG0073                          SUPERSEDED SURVEY CONTROL
 AG0073
 AG0073  NGVD 29 (??/??/92)    9.875  (m)           32.40   (f) ADJ UNCH    2 2
 AG0073
 AG0073.Superseded values are not recommended for survey control.
 AG0073
 AG0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0073.See file dsdata.pdf to determine how the superseded data were derived.
 AG0073
 AG0073_MARKER: DD = SURVEY DISK
 AG0073_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0073_SP_SET: OVERPASS
 AG0073_STAMPING: 169
 AG0073_MARK LOGO: FLHD
 AG0073_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0073
 AG0073  HISTORY     - Date     Condition        Report By
 AG0073  HISTORY     - UNK      MONUMENTED       FLHD
 AG0073  HISTORY     - 1975     GOOD             FLDT
 AG0073  HISTORY     - 19910418 GOOD             USPSQD
 AG0073  HISTORY     - 19991214 GOOD             USPSQD
 AG0073
 AG0073                          STATION DESCRIPTION
 AG0073
 AG0073'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0073'1 MI N FROM ST PETERSBURG.
 AG0073'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0073'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 4.75 MILE.
 AG0073'STATION IS LOCATED IN THE SW CORNER OF THE OVERPASS.  SET IN
 AG0073'TOP OF CONCRETE HANDRAIL.  SECTION 6, T 30 S, R 17E.
 AG0073
 AG0073                          STATION RECOVERY (1991)
 AG0073
 AG0073'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0073'RECOVERED IN GOOD CONDITION.
 AG0073
 AG0073                          STATION RECOVERY (1999)
 AG0073
 AG0073'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2369 ***********************************************************************
 AK2369  DESIGNATION -  17 110 S F
 AK2369  PID         -  AK2369
 AK2369  STATE/COUNTY-  FL/BREVARD
 AK2369  COUNTRY     -  US
 AK2369  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2369
 AK2369                         *CURRENT SURVEY CONTROL
 AK2369  ______________________________________________________________________
 AK2369* NAD 83(1986) POSITION- 28 27 18.     (N) 080 35 24.     (W)   SCALED
 AK2369* NAVD 88 ORTHO HEIGHT -     2.836 (meters)        9.30  (feet) ADJUSTED
 AK2369  ______________________________________________________________________
 AK2369  GEOID HEIGHT    -        -28.237 (meters)                     GEOID18
 AK2369  DYNAMIC HEIGHT  -          2.832 (meters)        9.29  (feet) COMP
 AK2369  MODELED GRAVITY -    979,226.3   (mgal)                       NAVD 88
 AK2369
 AK2369  VERT ORDER      -  FIRST     CLASS II
 AK2369
 AK2369.The horizontal coordinates were scaled from a map and have
 AK2369.an estimated accuracy of +/- 6 seconds.
 AK2369
 AK2369.The orthometric height was determined by differential leveling and
 AK2369.adjusted by the NATIONAL GEODETIC SURVEY
 AK2369.in June 1991.
 AK2369
 AK2369.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2369.GEOID18 height accuracy estimate available here.
 AK2369
 AK2369.Click photographs - Photos may exist for this station.
 AK2369
 AK2369.The dynamic height is computed by dividing the NAVD 88
 AK2369.geopotential number by the normal gravity value computed on the
 AK2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2369.degrees latitude (g = 980.6199 gals.).
 AK2369
 AK2369.The modeled gravity was interpolated from observed gravity values.
 AK2369
 AK2369;                    North         East    Units  Estimated Accuracy
 AK2369;SPC FL E     -   456,700.      240,160.      MT  (+/- 180 meters Scaled)
 AK2369
 AK2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM401476(NAD 83)
 AK2369
 AK2369                          SUPERSEDED SURVEY CONTROL
 AK2369
 AK2369  NGVD 29 (??/??/92)    3.216  (m)           10.55   (f) ADJ UNCH    1 2
 AK2369
 AK2369.Superseded values are not recommended for survey control.
 AK2369
 AK2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2369.See file dsdata.pdf to determine how the superseded data were derived.
 AK2369
 AK2369_MARKER: DD = SURVEY DISK
 AK2369_SETTING: 0 = UNSPECIFIED SETTING
 AK2369_STAMPING: PAA 1958 17-110.S-F
 AK2369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2369
 AK2369  HISTORY     - Date     Condition        Report By
 AK2369  HISTORY     - 1958     MONUMENTED       CGS
 AK2369  HISTORY     - 1959     GOOD             CGS
 AK2369
 AK2369                          STATION DESCRIPTION
 AK2369
 AK2369'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AK2369'AT CAPE CANAVERAL.
 AK2369'2.25 MILES SOUTH OF THE CENTERAL CONTROL BUILDING TO A SIGN ON
 AK2369'THE LEFT (E) SIDE OF THE ROAD READING TELEMETRY ELSSE SITE
 AK2369'17-110.S-F.  TURN LEFT (E) FOR .05 MILE TO THE APPROXIMATE CENTER
 AK2369'OF THE ANTENNA FIELD AND THE MARK.  THE MARK HAS A SMALL WHITE
 AK2369'PICKETT FENCE AROUND IT.  THE MARK PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0366 ***********************************************************************
 AS0366  DESIGNATION -  17 17 M
 AS0366  PID         -  AS0366
 AS0366  STATE/COUNTY-  FL/FRANKLIN
 AS0366  COUNTRY     -  US
 AS0366  USGS QUAD   -  SAINT TERESA (2018)
 AS0366
 AS0366                         *CURRENT SURVEY CONTROL
 AS0366  ______________________________________________________________________
 AS0366* NAD 83(1986) POSITION- 29 55 35.     (N) 084 25 27.     (W)   SCALED
 AS0366* NAVD 88 ORTHO HEIGHT -     5.107 (meters)       16.76  (feet) ADJUSTED
 AS0366  ______________________________________________________________________
 AS0366  GEOID HEIGHT    -        -27.230 (meters)                     GEOID18
 AS0366  DYNAMIC HEIGHT  -          5.100 (meters)       16.73  (feet) COMP
 AS0366  MODELED GRAVITY -    979,328.2   (mgal)                       NAVD 88
 AS0366
 AS0366  VERT ORDER      -  SECOND    CLASS I
 AS0366
 AS0366.The horizontal coordinates were scaled from a map and have
 AS0366.an estimated accuracy of +/- 6 seconds.
 AS0366
 AS0366.The orthometric height was determined by differential leveling and
 AS0366.adjusted by the NATIONAL GEODETIC SURVEY
 AS0366.in June 1991.
 AS0366
 AS0366.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0366.GEOID18 height accuracy estimate available here.
 AS0366
 AS0366.Click photographs - Photos may exist for this station.
 AS0366
 AS0366.The dynamic height is computed by dividing the NAVD 88
 AS0366.geopotential number by the normal gravity value computed on the
 AS0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0366.degrees latitude (g = 980.6199 gals.).
 AS0366
 AS0366.The modeled gravity was interpolated from observed gravity values.
 AS0366
 AS0366;                    North         East    Units  Estimated Accuracy
 AS0366;SPC FL N     -   102,690.      607,320.      MT  (+/- 180 meters Scaled)
 AS0366
 AS0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU486134(NAD 83)
 AS0366
 AS0366                          SUPERSEDED SURVEY CONTROL
 AS0366
 AS0366.No superseded survey control is available for this station.
 AS0366
 AS0366_STAMPING: 17 17 M 1943
 AS0366
 AS0366  HISTORY     - Date     Condition        Report By
 AS0366  HISTORY     - 1943     MONUMENTED       USGS
 AS0366  HISTORY     - 1976     GOOD             FLDNR
 AS0366  HISTORY     - 19980204 MARK NOT FOUND   USPSQD
 AS0366  HISTORY     - 20180505 MARK NOT FOUND   FLDEP
 AS0366
 AS0366                          STATION DESCRIPTION
 AS0366
 AS0366'DESCRIBED BY FL DEPT OF NAT RES 1976
 AS0366'9.0 MILES SSW FROM PANACEA.
 AS0366'BEGINNING AT THE POST OFFICE AT PANACEA GO SOUTHERLY AND WESTERLY
 AS0366'ALONG US 98 9.05 MILES. MARK BEARS 60 FEET NORTH OF US 98 CENTERLINE,
 AS0366'28 FEET NORTH-NORTHWEST OF A TELEPHONE POLE.
 AS0366
 AS0366                          STATION RECOVERY (1998)
 AS0366
 AS0366'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0366'MARK NOT FOUND.
 AS0366
 AS0366                          STATION RECOVERY (2018)
 AS0366
 AS0366'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AS0366'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2426 ***********************************************************************
 AK2426  DESIGNATION -  17 50 32
 AK2426  PID         -  AK2426
 AK2426  STATE/COUNTY-  FL/BREVARD
 AK2426  COUNTRY     -  US
 AK2426  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2426
 AK2426                         *CURRENT SURVEY CONTROL
 AK2426  ______________________________________________________________________
 AK2426* NAD 83(1986) POSITION- 28 27 09.     (N) 080 33 17.     (W)   SCALED
 AK2426* NAVD 88 ORTHO HEIGHT -     3.435 (meters)       11.27  (feet) ADJUSTED
 AK2426  ______________________________________________________________________
 AK2426  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 AK2426  DYNAMIC HEIGHT  -          3.430 (meters)       11.25  (feet) COMP
 AK2426  MODELED GRAVITY -    979,228.2   (mgal)                       NAVD 88
 AK2426
 AK2426  VERT ORDER      -  FIRST     CLASS II
 AK2426
 AK2426.The horizontal coordinates were scaled from a map and have
 AK2426.an estimated accuracy of +/- 6 seconds.
 AK2426
 AK2426.The orthometric height was determined by differential leveling and
 AK2426.adjusted by the NATIONAL GEODETIC SURVEY
 AK2426.in June 1991.
 AK2426
 AK2426.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2426.GEOID18 height accuracy estimate available here.
 AK2426
 AK2426.Click photographs - Photos may exist for this station.
 AK2426
 AK2426.The dynamic height is computed by dividing the NAVD 88
 AK2426.geopotential number by the normal gravity value computed on the
 AK2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2426.degrees latitude (g = 980.6199 gals.).
 AK2426
 AK2426.The modeled gravity was interpolated from observed gravity values.
 AK2426
 AK2426;                    North         East    Units  Estimated Accuracy
 AK2426;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2426
 AK2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2426
 AK2426                          SUPERSEDED SURVEY CONTROL
 AK2426
 AK2426  NGVD 29 (??/??/92)    3.822  (m)           12.54   (f) ADJ UNCH    1 2
 AK2426
 AK2426.Superseded values are not recommended for survey control.
 AK2426
 AK2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2426.See file dsdata.pdf to determine how the superseded data were derived.
 AK2426
 AK2426_MARKER: DB = BENCH MARK DISK
 AK2426_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2426_SP_SET: LAUNCH COMPLEX
 AK2426_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2426
 AK2426  HISTORY     - Date     Condition        Report By
 AK2426  HISTORY     - UNK      MONUMENTED       CGS
 AK2426  HISTORY     - 1962     GOOD             CGS
 AK2426
 AK2426                          STATION DESCRIPTION
 AK2426
 AK2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AK2426'AT CAPE CANAVERAL.
 AK2426'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2426'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2426'MINUTEMAN LAUNCH COMPLEX, AND 50 FEET NORTH OF THE CENTER OF
 AK2426'LAUNCH RING 32.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1867 ***********************************************************************
 DL1867  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1867  DESIGNATION -  17 84 A35 RM 2
 DL1867  PID         -  DL1867
 DL1867  STATE/COUNTY-  FL/SARASOTA
 DL1867  COUNTRY     -  US
 DL1867  USGS QUAD   -  BIRD KEYS (2018)
 DL1867
 DL1867                         *CURRENT SURVEY CONTROL
 DL1867  ______________________________________________________________________
 DL1867* NAD 83(1986) POSITION- 27 14 46.7    (N) 082 31 51.3    (W)   HD_HELD2
 DL1867* NAVD 88 ORTHO HEIGHT -     1.209 (meters)        3.97  (feet) ADJUSTED
 DL1867  ______________________________________________________________________
 DL1867  GEOID HEIGHT    -        -24.221 (meters)                     GEOID18
 DL1867  DYNAMIC HEIGHT  -          1.207 (meters)        3.96  (feet) COMP
 DL1867  MODELED GRAVITY -    979,127.9   (mgal)                       NAVD 88
 DL1867
 DL1867  VERT ORDER      -  FIRST     CLASS II
 DL1867
 DL1867.The horizontal coordinates were established by autonomous hand held GPS
 DL1867.observations and have an estimated accuracy of +/- 10 meters.
 DL1867
 DL1867.The orthometric height was determined by differential leveling and
 DL1867.adjusted by the NATIONAL GEODETIC SURVEY
 DL1867.in July 2009.
 DL1867
 DL1867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1867.GEOID18 height accuracy estimate available here.
 DL1867
 DL1867.This Tidal Bench Mark is designated as VM 19939
 DL1867.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1867
 DL1867.Click photographs - Photos may exist for this station.
 DL1867
 DL1867.The dynamic height is computed by dividing the NAVD 88
 DL1867.geopotential number by the normal gravity value computed on the
 DL1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1867.degrees latitude (g = 980.6199 gals.).
 DL1867
 DL1867.The modeled gravity was interpolated from observed gravity values.
 DL1867
 DL1867;                    North         East    Units  Estimated Accuracy
 DL1867;SPC FL W     -   322,806.      147,422.      MT  (+/- 10 meters HH2 GPS)
 DL1867
 DL1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4843114643(NAD 83)
 DL1867
 DL1867                          SUPERSEDED SURVEY CONTROL
 DL1867
 DL1867.No superseded survey control is available for this station.
 DL1867
 DL1867_MARKER: DD = SURVEY DISK
 DL1867_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL1867_SP_SET: CABLE BOX MAT
 DL1867_STAMPING: 17 84 A35 REF MK 2
 DL1867_MARK LOGO: FLDT
 DL1867_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1867+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2021
 DL1867
 DL1867  HISTORY     - Date     Condition        Report By
 DL1867  HISTORY     - UNK      MONUMENTED       FLDT
 DL1867  HISTORY     - 20080221 GOOD             FLDEP
 DL1867  HISTORY     - 20210214 GOOD             USPSQD
 DL1867
 DL1867                          STATION DESCRIPTION
 DL1867
 DL1867'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JRH)
 DL1867'THE MARK IS IN SIESTA KEY, SARASOTA, IN SECTION 19, TOWNSHIP 37 SOUTH,
 DL1867'RANGE 18 EAST.
 DL1867'
 DL1867'TO REACH THE MARK FROM THE INTERSECTION OF SOUTH TAMIAMI TRAIL (U.S.
 DL1867'HIGHWAY 41) AND STICKNEY POINT ROAD (STATE HIGHWAY 72) IN SARASOTA, GO
 DL1867'SOUTHWEST ON STICKNEY POINT ROAD (STATE HIGHWAY 72) FOR 0.95 MI (1.5
 DL1867'KM) TO THE T-JUNCTION OF MIDNIGHT PASS ROAD, TURN LEFT ON MIDNIGHT
 DL1867'PASS ROAD AND GO SOUTHEAST FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF
 DL1867'CRESCENT STREET ON THE RIGHT AND THE MARK ON THE RIGHT, A FLDOT SURVEY
 DL1867'DISK SET FLUSH IN THE TOP OF A CONCRETE PAD SUPPORTING A GTE TELEPHONE
 DL1867'CABLE BOX AND 0.6 FT (0.2 M) BELOW THE LEVEL OF MIDNIGHT PASS ROAD.
 DL1867'
 DL1867'LOCATED 40.6 FT (12.4 M) WEST OF THE CENTERLINE OF MIDNIGHT PASS ROAD,
 DL1867'13.9 FT (4.2 M) NORTH OF THE CENTERLINE OF CRESCENT STREET, 13.5 FT
 DL1867'(4.1 M) SOUTHWEST OF THE STREET SIGN, 7.5 FT (2.3 M) SOUTHEAST OF A
 DL1867'WOODEN POWER POLE NUMBERED 1149 AND 1.6 FT (0.5 M) SOUTH OF THE SOUTH
 DL1867'FACE OF THE GTE CABLE BOX.
 DL1867
 DL1867                          STATION RECOVERY (2021)
 DL1867
 DL1867'RECOVERY NOTE BY US POWER SQUADRON 2021 (RJS)
 DL1867'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9719 ***********************************************************************
 DL9719  DESIGNATION -  17 84 B15 R111
 DL9719  PID         -  DL9719
 DL9719  STATE/COUNTY-  FL/SARASOTA
 DL9719  COUNTRY     -  US
 DL9719  USGS QUAD   -  VENICE (2018)
 DL9719
 DL9719                         *CURRENT SURVEY CONTROL
 DL9719  ______________________________________________________________________
 DL9719* NAD 83(1986) POSITION- 27 07 24.62   (N) 082 28 11.36   (W)   HD_HELD1
 DL9719* NAVD 88 ORTHO HEIGHT -     1.563 (meters)        5.13  (feet) ADJUSTED
 DL9719  ______________________________________________________________________
 DL9719  GEOID HEIGHT    -        -24.034 (meters)                     GEOID18
 DL9719  DYNAMIC HEIGHT  -          1.561 (meters)        5.12  (feet) COMP
 DL9719  MODELED GRAVITY -    979,127.2   (mgal)                       NAVD 88
 DL9719
 DL9719  VERT ORDER      -  FIRST     CLASS II
 DL9719
 DL9719.The horizontal coordinates were determined by differentially corrected
 DL9719.hand held GPS observations or other comparable positioning techniques
 DL9719.and have an estimated accuracy of +/- 3 meters.
 DL9719
 DL9719.The orthometric height was determined by differential leveling and
 DL9719.adjusted by the NATIONAL GEODETIC SURVEY
 DL9719.in June 2021.
 DL9719
 DL9719.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9719.GEOID18 height accuracy estimate available here.
 DL9719
 DL9719.Click photographs - Photos may exist for this station.
 DL9719
 DL9719.The dynamic height is computed by dividing the NAVD 88
 DL9719.geopotential number by the normal gravity value computed on the
 DL9719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9719.degrees latitude (g = 980.6199 gals.).
 DL9719
 DL9719.The modeled gravity was interpolated from observed gravity values.
 DL9719
 DL9719;                    North         East    Units  Estimated Accuracy
 DL9719;SPC FL W     -   309,175.3     153,421.3     MT  (+/- 3 meters HH1 GPS) 
 DL9719
 DL9719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5432100966(NAD 83)
 DL9719
 DL9719                          SUPERSEDED SURVEY CONTROL
 DL9719
 DL9719  NAVD 88 (08/12/10)    1.566  (m)            5.14   (f) SUPERSEDED  1 2
 DL9719
 DL9719.Superseded values are not recommended for survey control.
 DL9719
 DL9719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL9719.See file dsdata.pdf to determine how the superseded data were derived.
 DL9719
 DL9719_MARKER: DD = SURVEY DISK
 DL9719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9719_STAMPING: 17 84 B15 R-111
 DL9719_MARK LOGO: FLDNR
 DL9719_PROJECTION: FLUSH
 DL9719_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9719+STABILITY: SURFACE MOTION
 DL9719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9719+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 DL9719
 DL9719  HISTORY     - Date     Condition        Report By
 DL9719  HISTORY     - 1984     MONUMENTED       FLDNR
 DL9719  HISTORY     - 20080625 GOOD             FLDEP
 DL9719  HISTORY     - 20200221 GOOD             USPSQD
 DL9719  HISTORY     - 20200226 GOOD             USPSQD
 DL9719  HISTORY     - 20210413 GOOD             PICKET
 DL9719
 DL9719                          STATION DESCRIPTION
 DL9719
 DL9719'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DL9719'THE MARK IS IN NOKOMIS BEACH ON CASEY KEY, IN SECTION 35, TOWNSHIP 38
 DL9719'SOUTH, RANGE 18 EAST.
 DL9719'
 DL9719'TO REACH THE MARK FROM THE JUNCTION OF THE I-75 NORTHBOUND OVERPASS
 DL9719'AND LAUREL ROAD (COUNTY ROAD 762) ABOUT 2.0 MI (3.2 KM) NORTHEAST OF
 DL9719'NOKOMIS, GO WEST ON LAUREL ROAD (COUNTY ROAD 762) FOR 3.1 MI (5.0 KM)
 DL9719'TO THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL).  TURN LEFT ON
 DL9719'U.S. HIGHWAY 41 (TAMIAMI TRAIL) AND GO SOUTH FOR 1.0 MI (1.6 KM) TO
 DL9719'THE INTERSECTION OF ALBEE ROAD (STATE ROAD 789).  TURN RIGHT ON ALBEE
 DL9719'ROAD AND GO WEST FOR ABOUT 1.1 MI (1.8 KM) TO THE JUNCTION OF CASEY
 DL9719'KEY ROAD ON THE LEFT.  TURN LEFT ON CASEY KEY ROAD AND GO SOUTH FOR
 DL9719'0.1 MI (0.2 KM) TO THE SOUTH ENTRANCE TO A SARASOTA COUNTY PARK ON THE
 DL9719'LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DL9719'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH CASEY KEY ROAD.
 DL9719'
 DL9719'LOCATED 118.7 FT (36.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF A
 DL9719'COAST GUARD STATION DRIVEWAY, 27.9 FT (8.5 M) EAST OF THE APPROXIMATE
 DL9719'CENTERLINE OF CASEY KEY ROAD, 4.9 FT (1.5 M) EAST OF A METAL WITNESS
 DL9719'POST AND 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS POST.
 DL9719
 DL9719                          STATION RECOVERY (2020)
 DL9719
 DL9719'RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)
 DL9719'RECOVERED IN GOOD CONDITION.
 DL9719
 DL9719                          STATION RECOVERY (2020)
 DL9719
 DL9719'RECOVERY NOTE BY US POWER SQUADRON 2020 (GDS)
 DL9719'RECOVERED IN GOOD CONDITION.
 DL9719
 DL9719                          STATION RECOVERY (2021)
 DL9719
 DL9719'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JMC)
 DL9719'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL2727 ***********************************************************************
 DL2727  TIDAL BM    -  This is a Tidal Bench Mark.
 DL2727  DESIGNATION -  17 84 C14
 DL2727  PID         -  DL2727
 DL2727  STATE/COUNTY-  FL/SARASOTA
 DL2727  COUNTRY     -  US
 DL2727  USGS QUAD   -  ENGLEWOOD NW (2018)
 DL2727
 DL2727                         *CURRENT SURVEY CONTROL
 DL2727  ______________________________________________________________________
 DL2727* NAD 83(1986) POSITION- 26 59 32.0    (N) 082 24 09.1    (W)   HD_HELD2
 DL2727* NAVD 88 ORTHO HEIGHT -     1.281 (meters)        4.20  (feet) ADJUSTED
 DL2727  ______________________________________________________________________
 DL2727  GEOID HEIGHT    -        -23.858 (meters)                     GEOID18
 DL2727  DYNAMIC HEIGHT  -          1.279 (meters)        4.20  (feet) COMP
 DL2727  MODELED GRAVITY -    979,123.2   (mgal)                       NAVD 88
 DL2727
 DL2727  VERT ORDER      -  SECOND    CLASS I
 DL2727
 DL2727.The horizontal coordinates were established by autonomous hand held GPS
 DL2727.observations and have an estimated accuracy of +/- 10 meters.
 DL2727
 DL2727.The orthometric height was determined by differential leveling and
 DL2727.adjusted by the NATIONAL GEODETIC SURVEY
 DL2727.in July 2009.
 DL2727
 DL2727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2727.GEOID18 height accuracy estimate available here.
 DL2727
 DL2727.This Tidal Bench Mark is designated as VM 19916
 DL2727.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL2727
 DL2727.Click photographs - Photos may exist for this station.
 DL2727
 DL2727.The dynamic height is computed by dividing the NAVD 88
 DL2727.geopotential number by the normal gravity value computed on the
 DL2727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2727.degrees latitude (g = 980.6199 gals.).
 DL2727
 DL2727.The modeled gravity was interpolated from observed gravity values.
 DL2727
 DL2727;                    North         East    Units  Estimated Accuracy
 DL2727;SPC FL W     -   294,606.      160,047.      MT  (+/- 10 meters HH2 GPS)
 DL2727
 DL2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6083086346(NAD 83)
 DL2727
 DL2727                          SUPERSEDED SURVEY CONTROL
 DL2727
 DL2727.No superseded survey control is available for this station.
 DL2727
 DL2727_MARKER: DD = SURVEY DISK
 DL2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2727_STAMPING: 17 84 C14
 DL2727_MARK LOGO: FLDNR
 DL2727_PROJECTION: RECESSED 15 CENTIMETERS
 DL2727_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL2727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2727+STABILITY: SURFACE MOTION
 DL2727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2727+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2019
 DL2727
 DL2727  HISTORY     - Date     Condition        Report By
 DL2727  HISTORY     - 1984     MONUMENTED       FLDNR
 DL2727  HISTORY     - 20071023 GOOD             FLDEP
 DL2727  HISTORY     - 20190105 GOOD             INDIV
 DL2727
 DL2727                          STATION DESCRIPTION
 DL2727
 DL2727'DESCRIBED BY FL DEPT OF ENV PRO 2007 (BPJ)
 DL2727'THE MARK IS ON MANASOTA KEY, IN ESTIMATED SECTION 16, TOWNSHIP 40
 DL2727'SOUTH, RANGE 19 EAST.
 DL2727'
 DL2727'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 775(SOUTH INDIANA
 DL2727'AVENUE), STATE ROAD 776(MCCALL ROAD) AND STATE ROAD 776(BEACH ROAD),
 DL2727'GO SOUTHWEST ON STATE ROAD 776(BEACH ROAD) FOR 1.4 MI (2.3 KM) TO THE
 DL2727'JUNCTION OF NORTH BEACH ROAD ON THE RIGHT, TURN RIGHT ON NORTH BEACH
 DL2727'ROAD AND GO NORTH FOR 1.7 MI (2.7 KM) TO THE SARASOTA-CHARLOTTE COUNTY
 DL2727'LINE, CONTINUE NORTH ON MANASOTA KEY ROAD FOR 3.65 MI (5.9 KM) TO THE
 DL2727'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT,
 DL2727'RECESSED 0.6 FT (0.2 M) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT
 DL2727'(0.2 M) BELOW THE LEVEL OF MANASOTA KEY ROAD.
 DL2727'
 DL2727'LOCATED 100.5 FT (30.6 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF A
 DL2727'DRIVEWAY AT 7830 MANASOTA KEY ROAD, 36.0 FT (11.0 M) NORTHWEST OF A
 DL2727'POWER POLE NUMBER 5-2343-7828-00, 14.3 FT (4.4 M) SOUTHWEST OF THE
 DL2727'APPROXIMATE CENTERLINE OF MANASOTA KEY ROAD AND 5.2 FT (1.6 M)
 DL2727'NORTHEAST OF A CARSONITE WITNESS POST.
 DL2727
 DL2727                          STATION RECOVERY (2019)
 DL2727
 DL2727'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DL2727'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL2725 ***********************************************************************
 DL2725  DESIGNATION -  17 84 C18
 DL2725  PID         -  DL2725
 DL2725  STATE/COUNTY-  FL/SARASOTA
 DL2725  COUNTRY     -  US
 DL2725  USGS QUAD   -  ENGLEWOOD NW (2018)
 DL2725
 DL2725                         *CURRENT SURVEY CONTROL
 DL2725  ______________________________________________________________________
 DL2725* NAD 83(1986) POSITION- 26 58 19.8    (N) 082 23 27.3    (W)   HD_HELD2
 DL2725* NAVD 88 ORTHO HEIGHT -     1.374 (meters)        4.51  (feet) ADJUSTED
 DL2725  ______________________________________________________________________
 DL2725  GEOID HEIGHT    -        -23.843 (meters)                     GEOID18
 DL2725  DYNAMIC HEIGHT  -          1.372 (meters)        4.50  (feet) COMP
 DL2725  MODELED GRAVITY -    979,121.9   (mgal)                       NAVD 88
 DL2725
 DL2725  VERT ORDER      -  SECOND    CLASS I
 DL2725
 DL2725.The horizontal coordinates were established by autonomous hand held GPS
 DL2725.observations and have an estimated accuracy of +/- 10 meters.
 DL2725
 DL2725.The orthometric height was determined by differential leveling and
 DL2725.adjusted by the NATIONAL GEODETIC SURVEY
 DL2725.in July 2009.
 DL2725
 DL2725.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2725.GEOID18 height accuracy estimate available here.
 DL2725
 DL2725.Click photographs - Photos may exist for this station.
 DL2725
 DL2725.The dynamic height is computed by dividing the NAVD 88
 DL2725.geopotential number by the normal gravity value computed on the
 DL2725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2725.degrees latitude (g = 980.6199 gals.).
 DL2725
 DL2725.The modeled gravity was interpolated from observed gravity values.
 DL2725
 DL2725;                    North         East    Units  Estimated Accuracy
 DL2725;SPC FL W     -   292,380.      161,192.      MT  (+/- 10 meters HH2 GPS)
 DL2725
 DL2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6195784112(NAD 83)
 DL2725
 DL2725                          SUPERSEDED SURVEY CONTROL
 DL2725
 DL2725.No superseded survey control is available for this station.
 DL2725
 DL2725_MARKER: DD = SURVEY DISK
 DL2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL2725_STAMPING: 17 84 C18
 DL2725_MARK LOGO: FLDNR
 DL2725_PROJECTION: RECESSED 15 CENTIMETERS
 DL2725_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL2725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL2725+STABILITY: SURFACE MOTION
 DL2725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL2725+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2019
 DL2725
 DL2725  HISTORY     - Date     Condition        Report By
 DL2725  HISTORY     - 1984     MONUMENTED       FLDNR
 DL2725  HISTORY     - 20071023 GOOD             FLDEP
 DL2725  HISTORY     - 20190105 GOOD             INDIV
 DL2725
 DL2725                          STATION DESCRIPTION
 DL2725
 DL2725'DESCRIBED BY FL DEPT OF ENV PRO 2007 (BPJ)
 DL2725'THE MARK IS ON MANASOTA KEY, IN SECTION 27, TOWNSHIP 40 SOUTH, RANGE
 DL2725'19 EAST.
 DL2725'
 DL2725'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 775(SOUTH INDIANA
 DL2725'AVENUE), STATE ROAD 776(MCCALL ROAD) AND STATE ROAD 776(BEACH ROAD),
 DL2725'GO SOUTHWEST ON STATE ROAD 776(BEACH ROAD) FOR 1.4 MI (2.3 KM) TO THE
 DL2725'JUNCTION OF NORTH BEACH ROAD ON THE RIGHT, TURN RIGHT ON NORTH BEACH
 DL2725'ROAD AND GO NORTH FOR 1.7 MI (2.7 KM) TO THE SARASOTA-CHARLOTTE COUNTY
 DL2725'LINE, CONTINUE NORTH ON MANASOTA KEY ROAD FOR 2.1 MI (3.4 KM) TO THE
 DL2725'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT,
 DL2725'RECESSED 0.6 FT (0.2 M) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT
 DL2725'(0.2 M) BELOW THE LEVEL OF MANASOTA KEY ROAD.
 DL2725'
 DL2725'LOCATED 40.0 FT (12.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DL2725'SOUTHERNMOST DRIVEWAY AT 6940 MANASOTA KEY ROAD, 12.3 FT (3.7 M)
 DL2725'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF MANASOTA KEY ROAD AND 3.2
 DL2725'FT (1.0 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DL2725
 DL2725                          STATION RECOVERY (2019)
 DL2725
 DL2725'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DL2725'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5557 ***********************************************************************
 AK5557  DESIGNATION -  17 A TARGET BOARD
 AK5557  PID         -  AK5557
 AK5557  STATE/COUNTY-  FL/BREVARD
 AK5557  COUNTRY     -  US
 AK5557  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK5557
 AK5557                         *CURRENT SURVEY CONTROL
 AK5557  ______________________________________________________________________
 AK5557* NAD 83(1990) POSITION- 28 26 49.86938(N) 080 33 54.66883(W)   ADJUSTED
 AK5557* NAVD 88 ORTHO HEIGHT -     9.    (meters)       30.    (feet) SCALED
 AK5557  ______________________________________________________________________
 AK5557  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 AK5557  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 AK5557  HORZ ORDER      -  SECOND
 AK5557
 AK5557.The horizontal coordinates were established by classical geodetic methods
 AK5557.and adjusted by the National Geodetic Survey in May 1991.
 AK5557
 AK5557.The orthometric height was scaled from a topographic map.
 AK5557
 AK5557.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5557.GEOID18 height accuracy estimate available here.
 AK5557
 AK5557.Click photographs - Photos may exist for this station.
 AK5557
 AK5557.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK5557
 AK5557. The following values were computed from the NAD 83(1990) position.
 AK5557
 AK5557;                    North         East     Units Scale Factor Converg.
 AK5557;SPC FL E     -   455,841.569   242,588.997   MT  0.99996355   +0 12 25.7
 AK5557;SPC FL E     - 1,495,540.21    795,894.07   sFT  0.99996355   +0 12 25.7
 AK5557;UTM  17      - 3,146,818.019   542,574.466   MT  0.99962237   +0 12 25.7
 AK5557
 AK5557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5557!SPC FL E     -   1.00000309  x   0.99996355  =   0.99996663
 AK5557!UTM  17      -   1.00000309  x   0.99962237  =   0.99962545
 AK5557
 AK5557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4257446818(NAD 83)
 AK5557
 AK5557                          SUPERSEDED SURVEY CONTROL
 AK5557
 AK5557  NAD 83(1986)-  28 26 49.87553(N)    080 33 54.68201(W) AD(       ) 2
 AK5557  NAD 27      -  28 26 48.86858(N)    080 33 55.49524(W) AD(       ) 2
 AK5557
 AK5557.Superseded values are not recommended for survey control.
 AK5557
 AK5557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5557.See file dsdata.pdf to determine how the superseded data were derived.
 AK5557
 AK5557_MARKER: Z = SEE DESCRIPTION
 AK5557_SETTING: 0 = UNSPECIFIED SETTING
 AK5557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5557
 AK5557  HISTORY     - Date     Condition        Report By
 AK5557  HISTORY     - 1957     MONUMENTED       CGS
 AK5557
 AK5557                          STATION DESCRIPTION
 AK5557
 AK5557'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AK5557'SEE STATION SEVENTEEN A
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5658 ***********************************************************************
 AK5658  DESIGNATION -  17 B TARGET BOARD
 AK5658  PID         -  AK5658
 AK5658  STATE/COUNTY-  FL/BREVARD
 AK5658  COUNTRY     -  US
 AK5658  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK5658
 AK5658                         *CURRENT SURVEY CONTROL
 AK5658  ______________________________________________________________________
 AK5658* NAD 83(1990) POSITION- 28 26 45.36039(N) 080 33 57.04565(W)   ADJUSTED
 AK5658* NAVD 88 ORTHO HEIGHT -     9.    (meters)       30.    (feet) SCALED
 AK5658  ______________________________________________________________________
 AK5658  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 AK5658  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 AK5658  HORZ ORDER      -  SECOND
 AK5658
 AK5658.The horizontal coordinates were established by classical geodetic methods
 AK5658.and adjusted by the National Geodetic Survey in May 1991.
 AK5658
 AK5658.The orthometric height was scaled from a topographic map.
 AK5658
 AK5658.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5658.GEOID18 height accuracy estimate available here.
 AK5658
 AK5658.Click photographs - Photos may exist for this station.
 AK5658
 AK5658.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK5658
 AK5658. The following values were computed from the NAD 83(1990) position.
 AK5658
 AK5658;                    North         East     Units Scale Factor Converg.
 AK5658;SPC FL E     -   455,702.531   242,524.830   MT  0.99996349   +0 12 24.5
 AK5658;SPC FL E     - 1,495,084.05    795,683.55   sFT  0.99996349   +0 12 24.5
 AK5658;UTM  17      - 3,146,679.029   542,510.320   MT  0.99962230   +0 12 24.5
 AK5658
 AK5658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5658!SPC FL E     -   1.00000309  x   0.99996349  =   0.99996658
 AK5658!UTM  17      -   1.00000309  x   0.99962230  =   0.99962538
 AK5658
 AK5658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4251046679(NAD 83)
 AK5658
 AK5658                          SUPERSEDED SURVEY CONTROL
 AK5658
 AK5658  NAD 83(1986)-  28 26 45.36651(N)    080 33 57.05891(W) AD(       ) 2
 AK5658  NAD 27      -  28 26 44.35929(N)    080 33 57.87196(W) AD(       ) 2
 AK5658
 AK5658.Superseded values are not recommended for survey control.
 AK5658
 AK5658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5658.See file dsdata.pdf to determine how the superseded data were derived.
 AK5658
 AK5658_MARKER: Z = SEE DESCRIPTION
 AK5658_SETTING: 0 = UNSPECIFIED SETTING
 AK5658_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5658
 AK5658  HISTORY     - Date     Condition        Report By
 AK5658  HISTORY     - 1957     MONUMENTED       CGS
 AK5658
 AK5658                          STATION DESCRIPTION
 AK5658
 AK5658'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AK5658'SEE STATION SEVENTEEN B
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3341 ***********************************************************************
 AF3341  DESIGNATION -  17.06
 AF3341  PID         -  AF3341
 AF3341  STATE/COUNTY-  FL/INDIAN RIVER
 AF3341  COUNTRY     -  US
 AF3341  USGS QUAD   -  RIOMAR (2018)
 AF3341
 AF3341                         *CURRENT SURVEY CONTROL
 AF3341  ______________________________________________________________________
 AF3341* NAD 83(1986) POSITION- 27 39 00.     (N) 080 22 27.     (W)   SCALED
 AF3341* NAVD 88 ORTHO HEIGHT -     4.748 (meters)       15.58  (feet) ADJUSTED
 AF3341  ______________________________________________________________________
 AF3341  GEOID HEIGHT    -        -27.763 (meters)                     GEOID18
 AF3341  DYNAMIC HEIGHT  -          4.741 (meters)       15.55  (feet) COMP
 AF3341  MODELED GRAVITY -    979,158.4   (mgal)                       NAVD 88
 AF3341
 AF3341  VERT ORDER      -  FIRST     CLASS II
 AF3341
 AF3341.The horizontal coordinates were scaled from a map and have
 AF3341.an estimated accuracy of +/- 6 seconds.
 AF3341
 AF3341.The orthometric height was determined by differential leveling and
 AF3341.adjusted by the NATIONAL GEODETIC SURVEY
 AF3341.in June 1991.
 AF3341
 AF3341.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3341.GEOID18 height accuracy estimate available here.
 AF3341
 AF3341.Click photographs - Photos may exist for this station.
 AF3341
 AF3341.The dynamic height is computed by dividing the NAVD 88
 AF3341.geopotential number by the normal gravity value computed on the
 AF3341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3341.degrees latitude (g = 980.6199 gals.).
 AF3341
 AF3341.The modeled gravity was interpolated from observed gravity values.
 AF3341
 AF3341;                    North         East    Units  Estimated Accuracy
 AF3341;SPC FL E     -   367,580.      261,750.      MT  (+/- 180 meters Scaled)
 AF3341
 AF3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL617585(NAD 83)
 AF3341
 AF3341                          SUPERSEDED SURVEY CONTROL
 AF3341
 AF3341  NGVD 29 (??/??/92)    5.202  (m)           17.07   (f) ADJ UNCH    1 2
 AF3341
 AF3341.Superseded values are not recommended for survey control.
 AF3341
 AF3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3341.See file dsdata.pdf to determine how the superseded data were derived.
 AF3341
 AF3341_STAMPING: 17.06
 AF3341
 AF3341  HISTORY     - Date     Condition        Report By
 AF3341  HISTORY     - UNK      MONUMENTED       FLDT
 AF3341  HISTORY     - 1960     GOOD             CGS
 AF3341  HISTORY     - 1971     GOOD             NGS
 AF3341  HISTORY     - 1987     GOOD             USPSQD
 AF3341  HISTORY     - 1989     GOOD             USPSQD
 AF3341  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF3341  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 AF3341  HISTORY     - 20110201 MARK NOT FOUND   FL-061
 AF3341  HISTORY     - 20200124 MARK NOT FOUND   GEOCAC
 AF3341
 AF3341                          STATION DESCRIPTION
 AF3341
 AF3341'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AF3341'0.6 MI NE FROM VERO BEACH.
 AF3341'0.6 MILE NORTHEAST ALONG STATE HIGHWAY 502 FROM THE FIRST
 AF3341'PRESBYTERIAN CHURCH AT VERO BEACH, IN TOP OF THE SOUTHEAST END
 AF3341'OF THE SOUTHWEST ABUTMENT TO THE HIGHWAY BRIDGE OVER INDIAN
 AF3341'RIVER, 2 1/2 FEET SOUTHEAST OF THE SOUTHEAST CURB LINE OF THE
 AF3341'BRIDGE, 1 FOOT NORTHWEST OF THE NORTHWEST FACE OF THE SOUTHEAST
 AF3341'GUARD-RAIL, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AF3341'NOTE-- HIGHWAY 50 IS NOW HIGHWAY 60.
 AF3341
 AF3341                          STATION RECOVERY (1971)
 AF3341
 AF3341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3341'RECOVERED IN GOOD CONDITION.
 AF3341
 AF3341                          STATION RECOVERY (1987)
 AF3341
 AF3341'RECOVERY NOTE BY US POWER SQUADRON 1987 (AG)
 AF3341'RECOVERED IN GOOD CONDITION.
 AF3341
 AF3341                          STATION RECOVERY (1989)
 AF3341
 AF3341'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3341'RECOVERED IN GOOD CONDITION.
 AF3341
 AF3341                          STATION RECOVERY (1996)
 AF3341
 AF3341'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3341'MARK NOT FOUND.
 AF3341
 AF3341                          STATION RECOVERY (2005)
 AF3341
 AF3341'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF3341'MARK NOT FOUND.
 AF3341
 AF3341                          STATION RECOVERY (2011)
 AF3341
 AF3341'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AF3341'MARK NOT FOUND.
 AF3341
 AF3341                          STATION RECOVERY (2020)
 AF3341
 AF3341'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF3341'THE BRIDGE DESCRIBED HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2695 ***********************************************************************
 AD2695  DESIGNATION -  17.163
 AD2695  PID         -  AD2695
 AD2695  STATE/COUNTY-  FL/PALM BEACH
 AD2695  COUNTRY     -  US
 AD2695  USGS QUAD   -  DELRAY BEACH (2018)
 AD2695
 AD2695                         *CURRENT SURVEY CONTROL
 AD2695  ______________________________________________________________________
 AD2695* NAD 83(1986) POSITION- 26 27 42.04   (N) 080 03 50.24   (W)   HD_HELD1
 AD2695* NAVD 88 ORTHO HEIGHT -     4.760 (meters)       15.62  (feet) ADJUSTED
 AD2695  ______________________________________________________________________
 AD2695  GEOID HEIGHT    -        -26.114 (meters)                     GEOID18
 AD2695  DYNAMIC HEIGHT  -          4.753 (meters)       15.59  (feet) COMP
 AD2695  MODELED GRAVITY -    979,094.2   (mgal)                       NAVD 88
 AD2695
 AD2695  VERT ORDER      -  FIRST     CLASS I
 AD2695
 AD2695.The horizontal coordinates were determined by differentially corrected
 AD2695.hand held GPS observations or other comparable positioning techniques
 AD2695.and have an estimated accuracy of +/- 3 meters.
 AD2695
 AD2695.The orthometric height was determined by differential leveling and
 AD2695.adjusted by the NATIONAL GEODETIC SURVEY
 AD2695.in June 1991.
 AD2695
 AD2695.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2695.GEOID18 height accuracy estimate available here.
 AD2695
 AD2695.Click photographs - Photos may exist for this station.
 AD2695
 AD2695.The dynamic height is computed by dividing the NAVD 88
 AD2695.geopotential number by the normal gravity value computed on the
 AD2695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2695.degrees latitude (g = 980.6199 gals.).
 AD2695
 AD2695.The modeled gravity was interpolated from observed gravity values.
 AD2695
 AD2695;                    North         East    Units  Estimated Accuracy
 AD2695;SPC FL E     -   236,101.6     293,342.3     MT  (+/- 3 meters HH1 GPS) 
 AD2695
 AD2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9331027153(NAD 83)
 AD2695
 AD2695                          SUPERSEDED SURVEY CONTROL
 AD2695
 AD2695  NGVD 29 (??/??/92)    5.233  (m)           17.17   (f) SUPERSEDED  1 1
 AD2695  NGVD 29 (09/01/92)    5.233  (m)           17.17   (f) ADJUSTED    1 1
 AD2695
 AD2695.Superseded values are not recommended for survey control.
 AD2695
 AD2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2695.See file dsdata.pdf to determine how the superseded data were derived.
 AD2695
 AD2695_MARKER: DB = BENCH MARK DISK
 AD2695_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD2695_SP_SET: PIER
 AD2695_STAMPING: 17.163
 AD2695_MARK LOGO: FLSRD
 AD2695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2695+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2010
 AD2695
 AD2695  HISTORY     - Date     Condition        Report By
 AD2695  HISTORY     - UNK      MONUMENTED       FLHD
 AD2695  HISTORY     - 1965     GOOD             CGS
 AD2695  HISTORY     - 1973     GOOD             NGS
 AD2695  HISTORY     - 1987     GOOD             USPSQD
 AD2695  HISTORY     - 1987     GOOD             USPSQD
 AD2695  HISTORY     - 1988     GOOD             USPSQD
 AD2695  HISTORY     - 1988     GOOD             USPSQD
 AD2695  HISTORY     - 1989     GOOD             USPSQD
 AD2695  HISTORY     - 1989     GOOD             USPSQD
 AD2695  HISTORY     - 1989     GOOD             USPSQD
 AD2695  HISTORY     - 1990     GOOD             USPSQD
 AD2695  HISTORY     - 1990     GOOD             USPSQD
 AD2695  HISTORY     - 19910110 GOOD             NGS
 AD2695  HISTORY     - 20000914 GOOD             USPSQD
 AD2695  HISTORY     - 20031227 GOOD             USPSQD
 AD2695  HISTORY     - 20050107 GOOD             USPSQD
 AD2695  HISTORY     - 20100312 GOOD             GEOCAC
 AD2695
 AD2695                          STATION DESCRIPTION
 AD2695
 AD2695'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2695'AT DELRAY BEACH.
 AD2695'AT DELRAY BEACH, ABOUT 0.4 MILE EAST ALONG E. ATLANTIC AVENUE
 AD2695'FROM THE CROSSING OF THE FLORIDA EAST COAST RAILWAY, SET IN
 AD2695'THE TOP AT THE EAST SIDE OF CONCRETE PIER JUST WEST OF THE LIFT
 AD2695'SPAN OF THE DRAWBRIDGE OVER THE INTRA-COASTAL WATERWAY, 66.0 FEET
 AD2695'EAST OF THE WEST END OF THE BRIDGE, 4.4 FEET NORTH OF THE NORTH
 AD2695'CURB, 1.3 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BRIDGE
 AD2695'CONTROL HOUSE AND ABOUT LEVEL WITH THE SIDEWALK.  IN SECTION
 AD2695'16, R 43 E, T 46 S.
 AD2695
 AD2695                          STATION RECOVERY (1973)
 AD2695
 AD2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1987)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1987)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1987 (JHH)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1988)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHH)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1988)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1988 (YH)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1989)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1989)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1989)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1989 (JTE)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1990)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1990)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (1991)
 AD2695
 AD2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2695'0.3 KM (0.2 MI) EASTERLY ALONG EAST ATLANTIC BOULEVARD (STATE HIGHWAY
 AD2695'806) FROM THE INTERSECTION OF NORTHEAST 6TH AVENUE (U.S. HIGHWAY 1)
 AD2695'IN DELRAY BEACH, IN TOP OF AND 0.1 M (0.3 FT) WEST OF THE EAST END OF
 AD2695'THE NORTH CONCRETE PIER OF THE LIFT SPAN OF THE BOULEVARD BRIDGE
 AD2695'SPANNING THE INTRACOASTAL WATERWAY, 7.7 M (25.3 FT) NORTH OF THE
 AD2695'BOULEVARD CENTERLINE, 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AD2695'BOULEVARD, AND 0.1 M (0.3 FT) SOUTH OF THE SOUTHEAST CORNER OF THE
 AD2695'BRIDGE TENDERS OFFICE.
 AD2695
 AD2695                          STATION RECOVERY (2000)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 2000 (BJS)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (2003)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (2005)
 AD2695
 AD2695'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2695'RECOVERED IN GOOD CONDITION.
 AD2695
 AD2695                          STATION RECOVERY (2010)
 AD2695
 AD2695'RECOVERY NOTE BY GEOCACHING 2010 (RLM)
 AD2695'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB2401 ***********************************************************************
 AB2401  DESIGNATION -  17.36
 AB2401  PID         -  AB2401
 AB2401  STATE/COUNTY-  FL/MONROE
 AB2401  COUNTRY     -  US
 AB2401  USGS QUAD   -  FLAMINGO (2018)
 AB2401
 AB2401                         *CURRENT SURVEY CONTROL
 AB2401  ______________________________________________________________________
 AB2401* NAD 83(1986) POSITION- 25 08 56.6    (N) 080 55 21.1    (W)   HD_HELD2
 AB2401* NAVD 88 ORTHO HEIGHT -     4.584 (meters)       15.04  (feet) ADJUSTED
 AB2401  ______________________________________________________________________
 AB2401  GEOID HEIGHT    -        -22.942 (meters)                     GEOID18
 AB2401  DYNAMIC HEIGHT  -          4.576 (meters)       15.01  (feet) COMP
 AB2401  MODELED GRAVITY -    978,988.6   (mgal)                       NAVD 88
 AB2401
 AB2401  VERT ORDER      -  FIRST     CLASS II
 AB2401
 AB2401.The horizontal coordinates were established by autonomous hand held GPS
 AB2401.observations and have an estimated accuracy of +/- 10 meters.
 AB2401
 AB2401.The orthometric height was determined by differential leveling and
 AB2401.adjusted by the NATIONAL GEODETIC SURVEY
 AB2401.in April 1996.
 AB2401
 AB2401.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2401.GEOID18 height accuracy estimate available here.
 AB2401
 AB2401.Click photographs - Photos may exist for this station.
 AB2401
 AB2401.The dynamic height is computed by dividing the NAVD 88
 AB2401.geopotential number by the normal gravity value computed on the
 AB2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2401.degrees latitude (g = 980.6199 gals.).
 AB2401
 AB2401.The modeled gravity was interpolated from observed gravity values.
 AB2401
 AB2401;                    North         East    Units  Estimated Accuracy
 AB2401;SPC FL E     -    90,354.      207,811.      MT  (+/- 10 meters HH2 GPS)
 AB2401
 AB2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0780881454(NAD 83)
 AB2401
 AB2401                          SUPERSEDED SURVEY CONTROL
 AB2401
 AB2401.No superseded survey control is available for this station.
 AB2401
 AB2401_MARKER: DD = SURVEY DISK
 AB2401_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB2401_SP_SET: BRIDGE GUARDRAIL
 AB2401_STAMPING: 17.36
 AB2401_MARK LOGO: NPS
 AB2401_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2401+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2009
 AB2401
 AB2401  HISTORY     - Date     Condition        Report By
 AB2401  HISTORY     - UNK      MONUMENTED       NPS
 AB2401  HISTORY     - 19941022 GOOD             FLDEP
 AB2401  HISTORY     - 20091209 GOOD             DCPWD
 AB2401
 AB2401                          STATION DESCRIPTION
 AB2401
 AB2401'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2401'THE MARK IS ABOUT 33.5 MI (53.9 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2401'EVERGLADES NATIONAL PARK. TO REACH THE MARK FROM THE INTERSECTION OF
 AB2401'U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN FLORIDA CITY, GO
 AB2401'WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR 1.7 MI (2.7 KM)
 AB2401'TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) , TURN LEFT ON
 AB2401'TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH FOR 2.1 MI (3.4
 AB2401'KM) TO THE JUNCTION OF SW.  376 STREET (STATE ROAD 27) ON THE RIGHT,
 AB2401'TURN RIGHT ON SW. 376 STREET (STATE ROAD 27, PARK ROAD) AND GO WEST
 AB2401'FOR 5.4 MI (8.7 KM) TO THE EVERGLADES NATIONAL PARK ENTRANCE BUILDING,
 AB2401'CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64
 AB2401'KM) TO THE TURNOFF FOR LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK
 AB2401'ROAD (STATE ROAD 27) FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE
 AB2401'ROAD TO PA-HAY-OKEE LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON
 AB2401'PARK ROAD (STATE ROAD 27) FOR 7.15 MI (11.51 KM) TO THE JUNCTION OF A
 AB2401'ROAD ON THE RIGHT TO MAHOGANY HAMMOCK, CONTINUE SOUTH ON PARK ROAD
 AB2401'(STATE ROAD 27) FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF A ROAD TO
 AB2401'POURATIS POND ON THE RIGHT, CONTINUE SOUTH ON PARK ROAD (STATE ROAD
 AB2401'27) FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF A ROAD TO WEST LAKE ON THE
 AB2401'LEFT, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 3.65 MI
 AB2401'(5.87 KM) TO THE PARKING AREA FOR COOT BAY, CONTINUE SOUTHWEST ON PARK
 AB2401'ROAD (STATE ROAD 27) FOR 2.75 MI (4.43 KM) TO THE BRIDGE OVER
 AB2401'BUTTONWOOD CANAL AND THE MARK ON THE RIGHT, SET ON THE TOP OF THE
 AB2401'WEST-NORTHWEST END OF THE CONCRETE BRIDGE GUARDRAIL 2.5 FT (0.8 M)
 AB2401'ABOVE THE LEVEL OF PARK ROAD (STATE ROAD 27) . LOCATED 22.6 FT (6.9 M)
 AB2401'NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE GUARDRAIL, 15.7 FT (4.8
 AB2401'M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF PARK ROAD (STATE ROAD
 AB2401'27) AND 0.5 FT (15.2 CM) SOUTHWEST OF THE NORTHWEST END OF THE
 AB2401'CONCRETE GUARDRAIL.
 AB2401
 AB2401                          STATION RECOVERY (2009)
 AB2401
 AB2401'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2009 (MJW)
 AB2401'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6849 ***********************************************************************
 DP6849  DESIGNATION -  17.375
 DP6849  PID         -  DP6849
 DP6849  STATE/COUNTY-  FL/MANATEE
 DP6849  COUNTRY     -  US
 DP6849  USGS QUAD   -  PARRISH (2018)
 DP6849
 DP6849                         *CURRENT SURVEY CONTROL
 DP6849  ______________________________________________________________________
 DP6849* NAD 83(1986) POSITION- 27 33 13.0    (N) 082 23 23.0    (W)   HD_HELD2
 DP6849* NAVD 88 ORTHO HEIGHT -     4.981 (meters)       16.34  (feet) ADJUSTED
 DP6849  ______________________________________________________________________
 DP6849  GEOID HEIGHT    -        -24.745 (meters)                     GEOID18
 DP6849  DYNAMIC HEIGHT  -          4.973 (meters)       16.32  (feet) COMP
 DP6849  MODELED GRAVITY -    979,138.7   (mgal)                       NAVD 88
 DP6849
 DP6849  VERT ORDER      -  SECOND    CLASS I
 DP6849
 DP6849.The horizontal coordinates were established by autonomous hand held GPS
 DP6849.observations and have an estimated accuracy of +/- 10 meters.
 DP6849
 DP6849.The orthometric height was determined by differential leveling and
 DP6849.adjusted by the NATIONAL GEODETIC SURVEY
 DP6849.in June 2015.
 DP6849
 DP6849.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6849.GEOID18 height accuracy estimate available here.
 DP6849
 DP6849.Click photographs - Photos may exist for this station.
 DP6849
 DP6849.The dynamic height is computed by dividing the NAVD 88
 DP6849.geopotential number by the normal gravity value computed on the
 DP6849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6849.degrees latitude (g = 980.6199 gals.).
 DP6849
 DP6849.The modeled gravity was interpolated from observed gravity values.
 DP6849
 DP6849;                    North         East    Units  Estimated Accuracy
 DP6849;SPC FL W     -   356,805.      161,511.      MT  (+/- 10 meters HH2 GPS)
 DP6849
 DP6849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6279248525(NAD 83)
 DP6849
 DP6849                          SUPERSEDED SURVEY CONTROL
 DP6849
 DP6849.No superseded survey control is available for this station.
 DP6849
 DP6849_MARKER: DD = SURVEY DISK
 DP6849_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP6849_SP_SET: BRIDGE CURB
 DP6849_STAMPING: ELEV. 17.375
 DP6849_MARK LOGO: FL-081
 DP6849_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6849+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2014
 DP6849
 DP6849  HISTORY     - Date     Condition        Report By
 DP6849  HISTORY     - UNK      MONUMENTED       FL-081
 DP6849  HISTORY     - 20140326 GOOD             FLDEP
 DP6849
 DP6849                          STATION DESCRIPTION
 DP6849
 DP6849'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6849'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTH OF LORRAINE, 3.2 MI (5.1 KM)
 DP6849'SOUTHEAST OF PARRISH, 3.0 MI (4.8 KM) NORTH-NORTHWEST OF RYE, IN
 DP6849'SECTION 3, TOWNSHIP 34 SOUTH, RANGE 19 EAST.
 DP6849'
 DP6849'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DP6849'ROAD 62 (WAUCHULA ROAD) IN PARRISH, GO EAST ON STATE ROAD 62 FOR 1.0
 DP6849'MI (1.6 KM) TO THE INTERSECTION OF SPENCER PARRISH ROAD.  TURN RIGHT
 DP6849'ON SPENCER PARRISH ROAD AND GO SOUTH FOR 2.2 MI (3.5 KM) TO THE
 DP6849'T-JUNCTION OF GOLF COURSE ROAD.  TURN LEFT ON GOLF COURSE ROAD AND GO
 DP6849'EAST FOR 0.8 MI (1.3 KM) TO THE SOUTHWEST END OF GAMBLE CREEK BRIDGE
 DP6849'AND THE MARK ON THE RIGHT, SET FLUSH IN THE BRIDGE CURB AND 0.5 FT (15
 DP6849'CM) ABOVE THE LEVEL OF GOLF COURSE ROAD.
 DP6849'
 DP6849'LOCATED 60.6 FT (18.5 M) WEST-NORTHWEST OF THE CENTER OF THE WELL
 DP6849'SHAFT FOR GAGE 25777, 15.0 FT (4.6 M) SOUTH-SOUTHWEST OF THE
 DP6849'APPROXIMATE CENTERLINE OF GOLF COURSE ROAD, 1.4 FT (0.4 M)
 DP6849'SOUTH-SOUTHWEST OF THE GALVANIZED GUARD RAIL AND 1.4 FT (0.4 M) OF A
 DP6849'FLDEP WITNESS STICKER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6848 ***********************************************************************
 DP6848  DESIGNATION -  17.50
 DP6848  PID         -  DP6848
 DP6848  STATE/COUNTY-  FL/MANATEE
 DP6848  COUNTRY     -  US
 DP6848  USGS QUAD   -  PARRISH (2018)
 DP6848
 DP6848                         *CURRENT SURVEY CONTROL
 DP6848  ______________________________________________________________________
 DP6848* NAD 83(1986) POSITION- 27 33 12.8    (N) 082 23 21.7    (W)   HD_HELD2
 DP6848* NAVD 88 ORTHO HEIGHT -     5.038 (meters)       16.53  (feet) ADJUSTED
 DP6848  ______________________________________________________________________
 DP6848  GEOID HEIGHT    -        -24.746 (meters)                     GEOID18
 DP6848  DYNAMIC HEIGHT  -          5.030 (meters)       16.50  (feet) COMP
 DP6848  MODELED GRAVITY -    979,138.7   (mgal)                       NAVD 88
 DP6848
 DP6848  VERT ORDER      -  SECOND    CLASS I
 DP6848
 DP6848.The horizontal coordinates were established by autonomous hand held GPS
 DP6848.observations and have an estimated accuracy of +/- 10 meters.
 DP6848
 DP6848.The orthometric height was determined by differential leveling and
 DP6848.adjusted by the NATIONAL GEODETIC SURVEY
 DP6848.in June 2015.
 DP6848
 DP6848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6848.GEOID18 height accuracy estimate available here.
 DP6848
 DP6848.Click photographs - Photos may exist for this station.
 DP6848
 DP6848.The dynamic height is computed by dividing the NAVD 88
 DP6848.geopotential number by the normal gravity value computed on the
 DP6848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6848.degrees latitude (g = 980.6199 gals.).
 DP6848
 DP6848.The modeled gravity was interpolated from observed gravity values.
 DP6848
 DP6848;                    North         East    Units  Estimated Accuracy
 DP6848;SPC FL W     -   356,799.      161,547.      MT  (+/- 10 meters HH2 GPS)
 DP6848
 DP6848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6282748518(NAD 83)
 DP6848
 DP6848                          SUPERSEDED SURVEY CONTROL
 DP6848
 DP6848.No superseded survey control is available for this station.
 DP6848
 DP6848_MARKER: DD = SURVEY DISK
 DP6848_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP6848_SP_SET: BRIDGE CURB
 DP6848_STAMPING: BM 17.50
 DP6848_MARK LOGO: FL-081
 DP6848_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6848+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2014
 DP6848
 DP6848  HISTORY     - Date     Condition        Report By
 DP6848  HISTORY     - UNK      MONUMENTED       FL-081
 DP6848  HISTORY     - 20140326 GOOD             FLDEP
 DP6848
 DP6848                          STATION DESCRIPTION
 DP6848
 DP6848'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6848'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTH OF LORRAINE, 3.2 MI (5.1 KM)
 DP6848'SOUTHEAST OF PARRISH, 3.0 MI (4.8 KM) NORTH-NORTHWEST OF RYE, IN
 DP6848'SECTION 3, TOWNSHIP 34 SOUTH, RANGE 19 EAST.
 DP6848'
 DP6848'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DP6848'ROAD 62 (WAUCHULA ROAD) IN PARRISH, GO EAST ON STATE ROAD 62 FOR 1.0
 DP6848'MI (1.6 KM) TO THE INTERSECTION OF SPENCER PARRISH ROAD.  TURN RIGHT
 DP6848'ON SPENCER PARRISH ROAD AND GO SOUTH FOR 2.2 MI (3.5 KM) TO THE
 DP6848'T-JUNCTION OF GOLF COURSE ROAD.  TURN LEFT ON GOLF COURSE ROAD AND GO
 DP6848'EAST FOR 0.85 MI (1.4 KM) TO THE NORTHEAST END OF GAMBLE CREEK BRIDGE
 DP6848'AND THE MARK ON THE LEFT, SET FLUSH IN THE BRIDGE CURB AND 0.5 FT (15
 DP6848'CM) ABOVE THE LEVEL OF GOLF COURSE ROAD.
 DP6848'
 DP6848'LOCATED 89.6 FT (27.3 M) NORTHEAST OF THE CENTER OF THE WELL SHAFT FOR
 DP6848'GAGE 25777, 16.3 FT (5.0 M) NORTH-NORTHEAST OF THE APPROXIMATE
 DP6848'CENTERLINE OF GOLF COURSE ROAD, 0.1 FT (3 CM) NORTH-NORTHEAST OF A
 DP6848'GALVANIZED METAL GUARD RAIL AND 1.0 FT (0.3 M) NORTH-NORTHEAST OF A
 DP6848'FLDEP WITNESS STICKER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD0685 ***********************************************************************
 AD0685  DESIGNATION -  17.7
 AD0685  PID         -  AD0685
 AD0685  STATE/COUNTY-  FL/PALM BEACH
 AD0685  COUNTRY     -  US
 AD0685  USGS QUAD   -  BELLE GLADE (2018)
 AD0685
 AD0685                         *CURRENT SURVEY CONTROL
 AD0685  ______________________________________________________________________
 AD0685* NAD 83(1986) POSITION- 26 40 06.     (N) 080 37 56.     (W)   SCALED
 AD0685* NAVD 88 ORTHO HEIGHT -     5.020 (meters)       16.47  (feet) ADJUSTED
 AD0685  ______________________________________________________________________
 AD0685  GEOID HEIGHT    -        -25.102 (meters)                     GEOID18
 AD0685  DYNAMIC HEIGHT  -          5.012 (meters)       16.44  (feet) COMP
 AD0685  MODELED GRAVITY -    979,106.2   (mgal)                       NAVD 88
 AD0685
 AD0685  VERT ORDER      -  SECOND    CLASS 0
 AD0685
 AD0685.The horizontal coordinates were scaled from a map and have
 AD0685.an estimated accuracy of +/- 6 seconds.
 AD0685
 AD0685.The orthometric height was determined by differential leveling and
 AD0685.adjusted by the NATIONAL GEODETIC SURVEY
 AD0685.in June 1991.
 AD0685
 AD0685.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD0685.GEOID18 height accuracy estimate available here.
 AD0685
 AD0685.Click photographs - Photos may exist for this station.
 AD0685
 AD0685.The dynamic height is computed by dividing the NAVD 88
 AD0685.geopotential number by the normal gravity value computed on the
 AD0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD0685.degrees latitude (g = 980.6199 gals.).
 AD0685
 AD0685.The modeled gravity was interpolated from observed gravity values.
 AD0685
 AD0685;                    North         East    Units  Estimated Accuracy
 AD0685;SPC FL E     -   258,710.      236,610.      MT  (+/- 180 meters Scaled)
 AD0685
 AD0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK365497(NAD 83)
 AD0685
 AD0685                          SUPERSEDED SURVEY CONTROL
 AD0685
 AD0685  NGVD 29 (??/??/92)    5.400  (m)           17.72   (f) ADJ UNCH    2 0
 AD0685
 AD0685.Superseded values are not recommended for survey control.
 AD0685
 AD0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0685.See file dsdata.pdf to determine how the superseded data were derived.
 AD0685
 AD0685_MARKER: X = CHISELED CROSS
 AD0685_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD0685_SP_SET: PUMP STATION
 AD0685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD0685
 AD0685  HISTORY     - Date     Condition        Report By
 AD0685  HISTORY     - UNK      MONUMENTED       USDA
 AD0685  HISTORY     - 1964     MARK NOT FOUND   CGS
 AD0685  HISTORY     - 20041110 MARK NOT FOUND   USPSQD
 AD0685  HISTORY     - 20251013 MARK NOT FOUND   GEOCAC
 AD0685
 AD0685                          STATION DESCRIPTION
 AD0685
 AD0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AD0685'2.5 MILES SOUTHEAST ALONG STATE HIGHWAY 25 FROM BELLE GLADE,
 AD0685'AT THE EVERGLADES EXPERIMENT STATION, AT THE PUMP STATION, AND
 AD0685'ON THE TOP OF THE NORTHEAST CORNER OF THE EAST CONCRETE WING
 AD0685'WALL.  A CHISELED CROSS.  NOTE-- THE CROSS WAS NOT FOUND AT THE
 AD0685'EXPERIMENT STATION.
 AD0685
 AD0685                          STATION RECOVERY (2004)
 AD0685
 AD0685'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD0685'MARK NOT FOUND.
 AD0685
 AD0685                          STATION RECOVERY (2025)
 AD0685
 AD0685'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD0685'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0085 ***********************************************************************
 AG0085  DESIGNATION -  170
 AG0085  PID         -  AG0085
 AG0085  STATE/COUNTY-  FL/PINELLAS
 AG0085  COUNTRY     -  US
 AG0085  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0085
 AG0085                         *CURRENT SURVEY CONTROL
 AG0085  ______________________________________________________________________
 AG0085* NAD 83(1986) POSITION- 27 53 49.     (N) 082 38 29.     (W)   SCALED
 AG0085* NAVD 88 ORTHO HEIGHT -     4.290 (meters)       14.07  (feet) ADJUSTED
 AG0085  ______________________________________________________________________
 AG0085  GEOID HEIGHT    -        -24.723 (meters)                     GEOID18
 AG0085  DYNAMIC HEIGHT  -          4.284 (meters)       14.06  (feet) COMP
 AG0085  MODELED GRAVITY -    979,183.7   (mgal)                       NAVD 88
 AG0085
 AG0085  VERT ORDER      -  SECOND    CLASS II
 AG0085
 AG0085.The horizontal coordinates were scaled from a map and have
 AG0085.an estimated accuracy of +/- 6 seconds.
 AG0085
 AG0085.The orthometric height was determined by differential leveling and
 AG0085.adjusted by the NATIONAL GEODETIC SURVEY
 AG0085.in June 1991.
 AG0085
 AG0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0085.GEOID18 height accuracy estimate available here.
 AG0085
 AG0085.Click photographs - Photos may exist for this station.
 AG0085
 AG0085.The dynamic height is computed by dividing the NAVD 88
 AG0085.geopotential number by the normal gravity value computed on the
 AG0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0085.degrees latitude (g = 980.6199 gals.).
 AG0085
 AG0085.The modeled gravity was interpolated from observed gravity values.
 AG0085
 AG0085;                    North         East    Units  Estimated Accuracy
 AG0085;SPC FL W     -   394,960.      136,860.      MT  (+/- 180 meters Scaled)
 AG0085
 AG0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL384868(NAD 83)
 AG0085
 AG0085                          SUPERSEDED SURVEY CONTROL
 AG0085
 AG0085  NGVD 29 (??/??/92)    4.553  (m)           14.94   (f) ADJ UNCH    2 2
 AG0085
 AG0085.Superseded values are not recommended for survey control.
 AG0085
 AG0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0085.See file dsdata.pdf to determine how the superseded data were derived.
 AG0085
 AG0085_MARKER: DD = SURVEY DISK
 AG0085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0085_SP_SET: BRIDGE HANDRAIL
 AG0085_STAMPING: 170
 AG0085_MARK LOGO: FLHD
 AG0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0085+STABILITY: SURFACE MOTION
 AG0085
 AG0085  HISTORY     - Date     Condition        Report By
 AG0085  HISTORY     - UNK      MONUMENTED       FLHD
 AG0085  HISTORY     - 1975     GOOD             FLDT
 AG0085  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0085
 AG0085                          STATION DESCRIPTION
 AG0085
 AG0085'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0085'1 MI N FROM ST PETERSBURG.
 AG0085'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0085'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 AND NORTHEASTERLY
 AG0085'ALONG I-75 FOR 5.1 MILE.  STATION LOCATED IN THE SE CORNER OF THE
 AG0085'EAST BOUND I-75 BRIDGE.  SET IN TOP OF THE CONCRETE HANDRAIL.
 AG0085'SECTION 6, T30S, R17E.
 AG0085
 AG0085                          STATION RECOVERY (1999)
 AG0085
 AG0085'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0085'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5541 ***********************************************************************
 DL5541  DESIGNATION -  170
 DL5541  PID         -  DL5541
 DL5541  STATE/COUNTY-  FL/POLK
 DL5541  COUNTRY     -  US
 DL5541  USGS QUAD   -  LAKE LOUISA SW (2018)
 DL5541
 DL5541                         *CURRENT SURVEY CONTROL
 DL5541  ______________________________________________________________________
 DL5541* NAD 83(1986) POSITION- 28 16 44.     (N) 081 39 46.     (W)   SCALED
 DL5541* NAVD 88 ORTHO HEIGHT -    63.338 (meters)      207.80  (feet) ADJUSTED
 DL5541  ______________________________________________________________________
 DL5541  GEOID HEIGHT    -        -27.386 (meters)                     GEOID18
 DL5541  DYNAMIC HEIGHT  -         63.244 (meters)      207.49  (feet) COMP
 DL5541  MODELED GRAVITY -    979,159.5   (mgal)                       NAVD 88
 DL5541
 DL5541  VERT ORDER      -  FIRST     CLASS II
 DL5541
 DL5541.The horizontal coordinates were scaled from a map and have
 DL5541.an estimated accuracy of +/- 6 seconds.
 DL5541
 DL5541.The orthometric height was determined by differential leveling and
 DL5541.adjusted by the NATIONAL GEODETIC SURVEY
 DL5541.in December 2009.
 DL5541
 DL5541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5541.GEOID18 height accuracy estimate available here.
 DL5541
 DL5541.Click photographs - Photos may exist for this station.
 DL5541
 DL5541.The dynamic height is computed by dividing the NAVD 88
 DL5541.geopotential number by the normal gravity value computed on the
 DL5541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5541.degrees latitude (g = 980.6199 gals.).
 DL5541
 DL5541.The modeled gravity was interpolated from observed gravity values.
 DL5541
 DL5541;                    North         East    Units  Estimated Accuracy
 DL5541;SPC FL W     -   437,160.      233,080.      MT  (+/- 180 meters Scaled)
 DL5541
 DL5541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM350282(NAD 83)
 DL5541
 DL5541                          SUPERSEDED SURVEY CONTROL
 DL5541
 DL5541.No superseded survey control is available for this station.
 DL5541
 DL5541_MARKER: DD = SURVEY DISK
 DL5541_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL5541_STAMPING: BM 170
 DL5541_MARK LOGO: FLDT
 DL5541_PROJECTION: RECESSED 18 CENTIMETERS
 DL5541_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5541+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2008
 DL5541
 DL5541  HISTORY     - Date     Condition        Report By
 DL5541  HISTORY     - 19190101 MONUMENTED       FLDT
 DL5541  HISTORY     - 20080205 GOOD             FLDEP
 DL5541
 DL5541                          STATION DESCRIPTION
 DL5541
 DL5541'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL5541'THE MARK IS ABOUT 20.9 MI (33.6 KM) SOUTH OF CLERMONT, IN SECTION 25,
 DL5541'TOWNSHIP 25 SOUTH, RANGE 26 EAST.
 DL5541'
 DL5541'TO REACH THE MARK FROM THE OVERPASS OF U.S. HIGHWAY 27 AND U.S.
 DL5541'HIGHWAY 192 SOUTH OF CLERMONT, GO SOUTH ON U.S. HIGHWAY 27 FOR 4.7 MI
 DL5541'(7.6 KM) TO THE MARK ON THE RIGHT, 0.1 MI (0.2 KM) NORTH OF CALABAY
 DL5541'PARC BOULEVARD, SET IN THE TOP OF A 0.4 FT (0.1 M) SQUARE CONCRETE
 DL5541'POST SURROUNDED BY CONCRETE RECESSED 0.7 FT (0.2 M) BELOW THE LEVEL OF
 DL5541'THE GROUND AND ABOUT 1.0 FT (0.6 M) BELOW THE LEVEL OF WITH U.S.
 DL5541'HIGHWAY 27 SOUTHBOUND LANES.
 DL5541'
 DL5541'LOCATED 105.5 FT (32.2 M) SOUTH OF A WOODEN POWER POLE NUMBER 226
 DL5541'(5511014), 75.0 FT (22.9 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY 27
 DL5541'SOUTHBOUND LANES, 23.3 FT (7.1 M) NORTH OF A WOODEN POWER POLE NUMBER
 DL5541'B111195, 10.0 FT (3.0 M) EAST OF A WHITE VINYL FENCE AND 9.8 FT (3.0
 DL5541'M) EAST OF A CARSONITE WITNESS POST.
 DL5541'
 DL5541'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL5541'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0075 ***********************************************************************
 AG0075  DESIGNATION -  171
 AG0075  PID         -  AG0075
 AG0075  STATE/COUNTY-  FL/PINELLAS
 AG0075  COUNTRY     -  US
 AG0075  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0075
 AG0075                         *CURRENT SURVEY CONTROL
 AG0075  ______________________________________________________________________
 AG0075* NAD 83(1986) POSITION- 27 53 49.     (N) 082 38 29.     (W)   SCALED
 AG0075* NAVD 88 ORTHO HEIGHT -     4.303 (meters)       14.12  (feet) ADJUSTED
 AG0075  ______________________________________________________________________
 AG0075  GEOID HEIGHT    -        -24.723 (meters)                     GEOID18
 AG0075  DYNAMIC HEIGHT  -          4.297 (meters)       14.10  (feet) COMP
 AG0075  MODELED GRAVITY -    979,183.7   (mgal)                       NAVD 88
 AG0075
 AG0075  VERT ORDER      -  SECOND    CLASS II
 AG0075
 AG0075.The horizontal coordinates were scaled from a map and have
 AG0075.an estimated accuracy of +/- 6 seconds.
 AG0075
 AG0075.The orthometric height was determined by differential leveling and
 AG0075.adjusted by the NATIONAL GEODETIC SURVEY
 AG0075.in June 1991.
 AG0075
 AG0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0075.GEOID18 height accuracy estimate available here.
 AG0075
 AG0075.Click photographs - Photos may exist for this station.
 AG0075
 AG0075.The dynamic height is computed by dividing the NAVD 88
 AG0075.geopotential number by the normal gravity value computed on the
 AG0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0075.degrees latitude (g = 980.6199 gals.).
 AG0075
 AG0075.The modeled gravity was interpolated from observed gravity values.
 AG0075
 AG0075;                    North         East    Units  Estimated Accuracy
 AG0075;SPC FL W     -   394,960.      136,860.      MT  (+/- 180 meters Scaled)
 AG0075
 AG0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL384868(NAD 83)
 AG0075
 AG0075                          SUPERSEDED SURVEY CONTROL
 AG0075
 AG0075  NGVD 29 (??/??/92)    4.566  (m)           14.98   (f) ADJ UNCH    2 2
 AG0075
 AG0075.Superseded values are not recommended for survey control.
 AG0075
 AG0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0075.See file dsdata.pdf to determine how the superseded data were derived.
 AG0075
 AG0075_MARKER: DD = SURVEY DISK
 AG0075_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0075_SP_SET: BRIDGE HANDRAIL
 AG0075_STAMPING: 171
 AG0075_MARK LOGO: FLHD
 AG0075_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0075
 AG0075  HISTORY     - Date     Condition        Report By
 AG0075  HISTORY     - UNK      MONUMENTED       FLHD
 AG0075  HISTORY     - 1975     GOOD             FLDT
 AG0075  HISTORY     - 19991214 GOOD             USPSQD
 AG0075
 AG0075                          STATION DESCRIPTION
 AG0075
 AG0075'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0075'1 MI N FROM ST PETERSBURG.
 AG0075'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0075'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 5.15 MILES.
 AG0075'STATION IS LOCATED IN THE NE CORNER OF THE EASTBOUND I-75 BRIDGE.
 AG0075'SET IN TOP OF THE CONCRETE HANDRAIL.  SECTION 6, T30S, R17E.
 AG0075
 AG0075                          STATION RECOVERY (1999)
 AG0075
 AG0075'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0075'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5772 ***********************************************************************
 AD5772  DESIGNATION -  171 B CO
 AD5772  PID         -  AD5772
 AD5772  STATE/COUNTY-  FL/BROWARD
 AD5772  COUNTRY     -  US
 AD5772  USGS QUAD   -  COOPER CITY (2018)
 AD5772
 AD5772                         *CURRENT SURVEY CONTROL
 AD5772  ______________________________________________________________________
 AD5772* NAD 83(1986) POSITION- 26 06 39.     (N) 080 17 45.     (W)   SCALED
 AD5772* NAVD 88 ORTHO HEIGHT -     2.715 (meters)        8.91  (feet) ADJUSTED
 AD5772  ______________________________________________________________________
 AD5772  GEOID HEIGHT    -        -25.240 (meters)                     GEOID18
 AD5772  DYNAMIC HEIGHT  -          2.710 (meters)        8.89  (feet) COMP
 AD5772  MODELED GRAVITY -    979,059.2   (mgal)                       NAVD 88
 AD5772
 AD5772  VERT ORDER      -  FIRST     CLASS II
 AD5772
 AD5772.The horizontal coordinates were scaled from a map and have
 AD5772.an estimated accuracy of +/- 6 seconds.
 AD5772
 AD5772.The orthometric height was determined by differential leveling and
 AD5772.adjusted by the NATIONAL GEODETIC SURVEY
 AD5772.in June 1991.
 AD5772
 AD5772.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5772.GEOID18 height accuracy estimate available here.
 AD5772
 AD5772.Click photographs - Photos may exist for this station.
 AD5772
 AD5772.The dynamic height is computed by dividing the NAVD 88
 AD5772.geopotential number by the normal gravity value computed on the
 AD5772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5772.degrees latitude (g = 980.6199 gals.).
 AD5772
 AD5772.The modeled gravity was interpolated from observed gravity values.
 AD5772
 AD5772;                    North         East    Units  Estimated Accuracy
 AD5772;SPC FL E     -   197,080.      270,430.      MT  (+/- 180 meters Scaled)
 AD5772
 AD5772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ704881(NAD 83)
 AD5772
 AD5772                          SUPERSEDED SURVEY CONTROL
 AD5772
 AD5772  NGVD 29 (09/01/92)    3.203  (m)           10.51   (f) ADJUSTED    1 2
 AD5772
 AD5772.Superseded values are not recommended for survey control.
 AD5772
 AD5772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5772.See file dsdata.pdf to determine how the superseded data were derived.
 AD5772
 AD5772_MARKER: DB = BENCH MARK DISK
 AD5772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5772_STAMPING: BM 171
 AD5772_PROJECTION: RECESSED 13 CENTIMETERS
 AD5772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5772+STABILITY: SURFACE MOTION
 AD5772
 AD5772  HISTORY     - Date     Condition        Report By
 AD5772  HISTORY     - 1978     MONUMENTED       FL-011
 AD5772  HISTORY     - 19910716 GOOD             USPSQD
 AD5772  HISTORY     - 19940307 GOOD             USPSQD
 AD5772  HISTORY     - 20020114 MARK NOT FOUND   NGS
 AD5772  HISTORY     - 20090527 MARK NOT FOUND   FLDT
 AD5772
 AD5772                          STATION DESCRIPTION
 AD5772
 AD5772'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5772'5.1 MI NW FROM DAVIE.
 AD5772'ABOUT 5.1 MILES NORTHWEST OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5772'STATE ROAD 84 AND STATE ROAD 817 (UNIVERSITY DRIVE) PROCEED NORTHWEST
 AD5772'ALONG STATE ROAD 84 FOR 3.1 MILES TO HIATUS ROAD. THE MARK IS 521 FEET
 AD5772'EAST OF HIATUS ROAD, 13.5 FEET NORTH OF THE NORTH EDGE OF THE
 AD5772'WESTBOUND LANES OF STATE ROAD 84, 92 FEET WEST OF A TRAFFIC SIGN
 AD5772'READING HIATUS ROAD NEXT LEFT, 24 FEET SOUTHEAST OF AND 23 FEET
 AD5772'SOUTHWEST OF NAILS AND CAPS IN AN ASPHALT BIKE PATH, 4.2 FEET
 AD5772'NORTHWEST OF AND 5.0 FEET NORTHEAST OF CHISELED CROSSES IN GUARDRAIL
 AD5772'POSTS. THE MARK IS A STANDARD BROWARD COUNTY DISK.
 AD5772'THE MARK IS 3 FT  N FROM A WITNESS POST.
 AD5772
 AD5772                          STATION RECOVERY (1991)
 AD5772
 AD5772'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5772'RECOVERED IN GOOD CONDITION.
 AD5772
 AD5772                          STATION RECOVERY (1994)
 AD5772
 AD5772'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5772'RECOVERED IN GOOD CONDITION.
 AD5772
 AD5772                          STATION RECOVERY (2002)
 AD5772
 AD5772'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AD5772'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD5772
 AD5772                          STATION RECOVERY (2009)
 AD5772
 AD5772'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2009 (JS)
 AD5772'MARK NOT FOUND
 AD5772'
 AD5772'THERE HAS BEEN A LOT OF NEW CONSTRUCTION IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0076 ***********************************************************************
 AG0076  DESIGNATION -  172
 AG0076  PID         -  AG0076
 AG0076  STATE/COUNTY-  FL/PINELLAS
 AG0076  COUNTRY     -  US
 AG0076  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0076
 AG0076                         *CURRENT SURVEY CONTROL
 AG0076  ______________________________________________________________________
 AG0076* NAD 83(1986) POSITION- 27 54 01.     (N) 082 38 23.     (W)   SCALED
 AG0076* NAVD 88 ORTHO HEIGHT -     1.332 (meters)        4.37  (feet) ADJUSTED
 AG0076  ______________________________________________________________________
 AG0076  GEOID HEIGHT    -        -24.731 (meters)                     GEOID18
 AG0076  DYNAMIC HEIGHT  -          1.330 (meters)        4.36  (feet) COMP
 AG0076  MODELED GRAVITY -    979,184.0   (mgal)                       NAVD 88
 AG0076
 AG0076  VERT ORDER      -  SECOND    CLASS II
 AG0076
 AG0076.The horizontal coordinates were scaled from a map and have
 AG0076.an estimated accuracy of +/- 6 seconds.
 AG0076
 AG0076.The orthometric height was determined by differential leveling and
 AG0076.adjusted by the NATIONAL GEODETIC SURVEY
 AG0076.in June 1991.
 AG0076
 AG0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0076.GEOID18 height accuracy estimate available here.
 AG0076
 AG0076.Click photographs - Photos may exist for this station.
 AG0076
 AG0076.The dynamic height is computed by dividing the NAVD 88
 AG0076.geopotential number by the normal gravity value computed on the
 AG0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0076.degrees latitude (g = 980.6199 gals.).
 AG0076
 AG0076.The modeled gravity was interpolated from observed gravity values.
 AG0076
 AG0076;                    North         East    Units  Estimated Accuracy
 AG0076;SPC FL W     -   395,320.      137,020.      MT  (+/- 180 meters Scaled)
 AG0076
 AG0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386872(NAD 83)
 AG0076
 AG0076                          SUPERSEDED SURVEY CONTROL
 AG0076
 AG0076  NGVD 29 (??/??/92)    1.595  (m)            5.23   (f) ADJ UNCH    2 2
 AG0076
 AG0076.Superseded values are not recommended for survey control.
 AG0076
 AG0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0076.See file dsdata.pdf to determine how the superseded data were derived.
 AG0076
 AG0076_MARKER: DD = SURVEY DISK
 AG0076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0076_SP_SET: CULVERT HEADWALL
 AG0076_STAMPING: 172
 AG0076_MARK LOGO: FLHD
 AG0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0076+STABILITY: SURFACE MOTION
 AG0076
 AG0076  HISTORY     - Date     Condition        Report By
 AG0076  HISTORY     - UNK      MONUMENTED       FLHD
 AG0076  HISTORY     - 1975     GOOD             FLDT
 AG0076
 AG0076                          STATION DESCRIPTION
 AG0076
 AG0076'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0076'1.5 MI N FROM ST PETERSBURG.
 AG0076'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0076'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET N.
 AG0076'FOR 2.55 MILES.  STATION ON RIGHT, 67.7 FT. EAST OF THE CENTERLINE
 AG0076'OF 4TH STREET NORTH.  SET IN TOP OF A CONCRETE HEADWALL.
 AG0076'SECTION 6, T 30S, R 17E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5773 ***********************************************************************
 AD5773  DESIGNATION -  172 B CO
 AD5773  PID         -  AD5773
 AD5773  STATE/COUNTY-  FL/BROWARD
 AD5773  COUNTRY     -  US
 AD5773  USGS QUAD   -  COOPER CITY (2018)
 AD5773
 AD5773                         *CURRENT SURVEY CONTROL
 AD5773  ______________________________________________________________________
 AD5773* NAD 83(1986) POSITION- 26 06 33.     (N) 080 17 19.     (W)   SCALED
 AD5773* NAVD 88 ORTHO HEIGHT -     3.090 (meters)       10.14  (feet) ADJUSTED
 AD5773  ______________________________________________________________________
 AD5773  GEOID HEIGHT    -        -25.258 (meters)                     GEOID18
 AD5773  DYNAMIC HEIGHT  -          3.085 (meters)       10.12  (feet) COMP
 AD5773  MODELED GRAVITY -    979,059.1   (mgal)                       NAVD 88
 AD5773
 AD5773  VERT ORDER      -  FIRST     CLASS II
 AD5773
 AD5773.The horizontal coordinates were scaled from a map and have
 AD5773.an estimated accuracy of +/- 6 seconds.
 AD5773
 AD5773.The orthometric height was determined by differential leveling and
 AD5773.adjusted by the NATIONAL GEODETIC SURVEY
 AD5773.in June 1991.
 AD5773
 AD5773.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5773.GEOID18 height accuracy estimate available here.
 AD5773
 AD5773.Click photographs - Photos may exist for this station.
 AD5773
 AD5773.The dynamic height is computed by dividing the NAVD 88
 AD5773.geopotential number by the normal gravity value computed on the
 AD5773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5773.degrees latitude (g = 980.6199 gals.).
 AD5773
 AD5773.The modeled gravity was interpolated from observed gravity values.
 AD5773
 AD5773;                    North         East    Units  Estimated Accuracy
 AD5773;SPC FL E     -   196,900.      271,150.      MT  (+/- 180 meters Scaled)
 AD5773
 AD5773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ711879(NAD 83)
 AD5773
 AD5773                          SUPERSEDED SURVEY CONTROL
 AD5773
 AD5773  NGVD 29 (09/01/92)    3.579  (m)           11.74   (f) ADJUSTED    1 2
 AD5773
 AD5773.Superseded values are not recommended for survey control.
 AD5773
 AD5773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5773.See file dsdata.pdf to determine how the superseded data were derived.
 AD5773
 AD5773_MARKER: DB = BENCH MARK DISK
 AD5773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5773_STAMPING: BM 172 1978
 AD5773_PROJECTION: RECESSED 13 CENTIMETERS
 AD5773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5773+STABILITY: SURFACE MOTION
 AD5773
 AD5773  HISTORY     - Date     Condition        Report By
 AD5773  HISTORY     - 1978     MONUMENTED       FL-011
 AD5773  HISTORY     - 1988     GOOD             USPSQD
 AD5773  HISTORY     - 19910716 MARK NOT FOUND   USPSQD
 AD5773  HISTORY     - 19940307 GOOD             USPSQD
 AD5773  HISTORY     - 20020114 MARK NOT FOUND   NGS
 AD5773
 AD5773                          STATION DESCRIPTION
 AD5773
 AD5773'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5773'4.4 MI NW FROM DAVIE.
 AD5773'ABOUT 4.4 MILES NORTHWEST OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5773'STATE ROAD 84 AND STATE ROAD 817 (UNIVERSITY DRIVE) PROCEED NORTHWEST
 AD5773'2.4 MILES ALONG STATE ROAD 84 TO BRIGHT ROAD (ENTRANCE TO PARK CITY
 AD5773'WEST TRAILER PARK). THE MARK IS 302 FEET WEST OF THE CENTERLINE OF
 AD5773'BRIGHT ROAD ALONG STATE ROAD 84, 6.2 FEET NORTH OF THE NORTH EDGE OF
 AD5773'PAVEMENT OF THE WESTBOUND LANES OF STATE ROAD 84, 1.0 FEET NORTH OF A
 AD5773'STEEL GUARD RAIL, 311 FEET SOUTH OF THE TOP BANK OF THE NORTH NEW
 AD5773'RIVER CANAL. THE MARK IS A STANDARD BROWARD COUNTY DISK.
 AD5773'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AD5773
 AD5773                          STATION RECOVERY (1988)
 AD5773
 AD5773'RECOVERY NOTE BY US POWER SQUADRON 1988 (LEM)
 AD5773'RECOVERED IN GOOD CONDITION.
 AD5773
 AD5773                          STATION RECOVERY (1991)
 AD5773
 AD5773'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5773'MARK NOT FOUND.
 AD5773
 AD5773                          STATION RECOVERY (1994)
 AD5773
 AD5773'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5773'RECOVERED IN GOOD CONDITION.
 AD5773
 AD5773                          STATION RECOVERY (2002)
 AD5773
 AD5773'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AD5773'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8446 ***********************************************************************
 DN8446  DESIGNATION -  1725 A
 DN8446  PID         -  DN8446
 DN8446  STATE/COUNTY-  FL/LAKE
 DN8446  COUNTRY     -  US
 DN8446  USGS QUAD   -  LAKE NELLIE (2018)
 DN8446
 DN8446                         *CURRENT SURVEY CONTROL
 DN8446  ______________________________________________________________________
 DN8446* NAD 83(1986) POSITION- 28 22 46.0    (N) 081 49 25.2    (W)   HD_HELD2
 DN8446* NAVD 88 ORTHO HEIGHT -    34.301 (meters)      112.54  (feet) ADJUSTED
 DN8446  ______________________________________________________________________
 DN8446  GEOID HEIGHT    -        -27.046 (meters)                     GEOID18
 DN8446  DYNAMIC HEIGHT  -         34.251 (meters)      112.37  (feet) COMP
 DN8446  MODELED GRAVITY -    979,187.0   (mgal)                       NAVD 88
 DN8446
 DN8446  VERT ORDER      -  FIRST     CLASS II
 DN8446
 DN8446.The horizontal coordinates were established by autonomous hand held GPS
 DN8446.observations and have an estimated accuracy of +/- 10 meters.
 DN8446
 DN8446.The orthometric height was determined by differential leveling and
 DN8446.adjusted by the NATIONAL GEODETIC SURVEY
 DN8446.in July 2012.
 DN8446
 DN8446.No vertical observational check was made to the station.
 DN8446
 DN8446.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8446.GEOID18 height accuracy estimate available here.
 DN8446
 DN8446.Click photographs - Photos may exist for this station.
 DN8446
 DN8446.The dynamic height is computed by dividing the NAVD 88
 DN8446.geopotential number by the normal gravity value computed on the
 DN8446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8446.degrees latitude (g = 980.6199 gals.).
 DN8446
 DN8446.The modeled gravity was interpolated from observed gravity values.
 DN8446
 DN8446;                    North         East    Units  Estimated Accuracy
 DN8446;SPC FL E     -   448,533.      119,271.      MT  (+/- 10 meters HH2 GPS)
 DN8446
 DN8446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1929839512(NAD 83)
 DN8446
 DN8446                          SUPERSEDED SURVEY CONTROL
 DN8446
 DN8446.No superseded survey control is available for this station.
 DN8446
 DN8446_MARKER: N = NAIL
 DN8446_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DN8446_MARK LOGO: SJRWMD
 DN8446_PROJECTION: RECESSED 10 CENTIMETERS
 DN8446_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8446_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8446+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2011
 DN8446
 DN8446  HISTORY     - Date     Condition        Report By
 DN8446  HISTORY     - UNK      MONUMENTED       SJRWMD
 DN8446  HISTORY     - 20110525 GOOD             FLDEP
 DN8446
 DN8446                          STATION DESCRIPTION
 DN8446
 DN8446'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN8446'THE MARK IS ABOUT 8.7 MI (14.0 KM) NORTHEAST OF ROCK RIDGE, 8.4 MI
 DN8446'(13.5 KM) SOUTHEAST OF BAY LAKE, 5.7 MI (9.2 KM) NORTH-NORTHEAST OF
 DN8446'POYNER, IN SECTION 20, TOWNSHIP 24 SOUTH, RANGE 25 EAST.
 DN8446'
 DN8446'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 50 AND STATE ROAD 33
 DN8446'(SOUTH) AND CRITTENDON STREET IN GROVELAND, GO SOUTH ON STATE ROAD 33
 DN8446'FOR 5.1 MI (8.2 KM) TO THE JUNCTION OF FLORIDA BOYS RANCH ROAD ON THE
 DN8446'LEFT.  CONTINUE SOUTH ON STATE ROAD 33 FOR 5.1 MI (8.2 KM) TO THE
 DN8446'JUNCTION OF COUNTY ROAD 561 ON THE LEFT.  CONTINUE SOUTH ON STATE ROAD
 DN8446'33 FOR 2.1 MI (3.4 KM) TO THE MARK ON THE LEFT, A PREFABRICATED
 DN8446'CONCRETE 4-INCH SQUARE POST SURROUNDED BY CONCRETE, RECESSED 0.4 FT
 DN8446'(12 CM) BELOW THE LEVEL OF THE GROUND AND 3.0 FT (0.9 M) BELOW THE
 DN8446'LEVEL OF STATE ROAD 33.
 DN8446'
 DN8446'LOCATED 36.4 FT (11.1 M) EAST OF THE APPROXIMATE CENTERLINE OF STATE
 DN8446'ROAD 33, 20.4 FT (6.2 M) EAST OF THE EAST EDGE OF THE PAVEMENT OF
 DN8446'STATE ROAD 33, 10.0 FT (3.0 M) WEST OF WATER MONITORING WELL NUMBER
 DN8446'17526, 10.8 FT (3.3 M) SOUTHWEST OF WATER MONITORING WELL NUMBER
 DN8446'17525, 9.0 FT (2.7 M) WEST OF SURVEY MARK 06-12-042-0 AND 1.1 FT (0.3
 DN8446'M) WEST OF CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0077 ***********************************************************************
 AG0077  DESIGNATION -  173
 AG0077  PID         -  AG0077
 AG0077  STATE/COUNTY-  FL/PINELLAS
 AG0077  COUNTRY     -  US
 AG0077  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0077
 AG0077                         *CURRENT SURVEY CONTROL
 AG0077  ______________________________________________________________________
 AG0077* NAD 83(1986) POSITION- 27 54 01.     (N) 082 38 23.     (W)   SCALED
 AG0077* NAVD 88 ORTHO HEIGHT -     8.887 (meters)       29.16  (feet) ADJUSTED
 AG0077  ______________________________________________________________________
 AG0077  GEOID HEIGHT    -        -24.731 (meters)                     GEOID18
 AG0077  DYNAMIC HEIGHT  -          8.874 (meters)       29.11  (feet) COMP
 AG0077  MODELED GRAVITY -    979,184.0   (mgal)                       NAVD 88
 AG0077
 AG0077  VERT ORDER      -  SECOND    CLASS II
 AG0077
 AG0077.The horizontal coordinates were scaled from a map and have
 AG0077.an estimated accuracy of +/- 6 seconds.
 AG0077
 AG0077.The orthometric height was determined by differential leveling and
 AG0077.adjusted by the NATIONAL GEODETIC SURVEY
 AG0077.in June 1991.
 AG0077
 AG0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0077.GEOID18 height accuracy estimate available here.
 AG0077
 AG0077.Click photographs - Photos may exist for this station.
 AG0077
 AG0077.The dynamic height is computed by dividing the NAVD 88
 AG0077.geopotential number by the normal gravity value computed on the
 AG0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0077.degrees latitude (g = 980.6199 gals.).
 AG0077
 AG0077.The modeled gravity was interpolated from observed gravity values.
 AG0077
 AG0077;                    North         East    Units  Estimated Accuracy
 AG0077;SPC FL W     -   395,320.      137,020.      MT  (+/- 180 meters Scaled)
 AG0077
 AG0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386872(NAD 83)
 AG0077
 AG0077                          SUPERSEDED SURVEY CONTROL
 AG0077
 AG0077  NGVD 29 (??/??/92)    9.149  (m)           30.02   (f) ADJ UNCH    2 2
 AG0077
 AG0077.Superseded values are not recommended for survey control.
 AG0077
 AG0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0077.See file dsdata.pdf to determine how the superseded data were derived.
 AG0077
 AG0077_MARKER: DD = SURVEY DISK
 AG0077_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0077_SP_SET: OVERPASS HANDRAIL
 AG0077_STAMPING: 173
 AG0077_MARK LOGO: FLHD
 AG0077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0077
 AG0077  HISTORY     - Date     Condition        Report By
 AG0077  HISTORY     - UNK      MONUMENTED       FLHD
 AG0077  HISTORY     - 1975     GOOD             FLDT
 AG0077  HISTORY     - 1989     GOOD             USPSQD
 AG0077  HISTORY     - 19891129 GOOD             FLDT
 AG0077
 AG0077                          STATION DESCRIPTION
 AG0077
 AG0077'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0077'1.5 MI N FROM ST PETERSBURG.
 AG0077'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0077'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 5.4 MILE TO THE
 AG0077'4TH STREET OVERPASS.  STATION ON RIGHT, IN THE SOUTHEAST CORNER
 AG0077'OF THE OVERPASS.  SET IN TOP OF CONCRETE HANDRAIL.  SECTION 6,
 AG0077'T30S, R17E.
 AG0077
 AG0077                          STATION RECOVERY (1989)
 AG0077
 AG0077'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0077'RECOVERED IN GOOD CONDITION.
 AG0077
 AG0077                          STATION RECOVERY (1989)
 AG0077
 AG0077'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1989 (WB)
 AG0077'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5774 ***********************************************************************
 AD5774  DESIGNATION -  173 B CO
 AD5774  PID         -  AD5774
 AD5774  STATE/COUNTY-  FL/BROWARD
 AD5774  COUNTRY     -  US
 AD5774  USGS QUAD   -  COOPER CITY (2018)
 AD5774
 AD5774                         *CURRENT SURVEY CONTROL
 AD5774  ______________________________________________________________________
 AD5774* NAD 83(1986) POSITION- 26 06 27.     (N) 080 16 56.     (W)   SCALED
 AD5774* NAVD 88 ORTHO HEIGHT -     2.383 (meters)        7.82  (feet) ADJUSTED
 AD5774  ______________________________________________________________________
 AD5774  GEOID HEIGHT    -        -25.273 (meters)                     GEOID18
 AD5774  DYNAMIC HEIGHT  -          2.379 (meters)        7.81  (feet) COMP
 AD5774  MODELED GRAVITY -    979,058.9   (mgal)                       NAVD 88
 AD5774
 AD5774  VERT ORDER      -  FIRST     CLASS II
 AD5774
 AD5774.The horizontal coordinates were scaled from a map and have
 AD5774.an estimated accuracy of +/- 6 seconds.
 AD5774
 AD5774.The orthometric height was determined by differential leveling and
 AD5774.adjusted by the NATIONAL GEODETIC SURVEY
 AD5774.in June 1991.
 AD5774
 AD5774.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5774.GEOID18 height accuracy estimate available here.
 AD5774
 AD5774.Click photographs - Photos may exist for this station.
 AD5774
 AD5774.The dynamic height is computed by dividing the NAVD 88
 AD5774.geopotential number by the normal gravity value computed on the
 AD5774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5774.degrees latitude (g = 980.6199 gals.).
 AD5774
 AD5774.The modeled gravity was interpolated from observed gravity values.
 AD5774
 AD5774;                    North         East    Units  Estimated Accuracy
 AD5774;SPC FL E     -   196,720.      271,790.      MT  (+/- 180 meters Scaled)
 AD5774
 AD5774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ717877(NAD 83)
 AD5774
 AD5774                          SUPERSEDED SURVEY CONTROL
 AD5774
 AD5774  NGVD 29 (09/01/92)    2.872  (m)            9.42   (f) ADJUSTED    1 2
 AD5774
 AD5774.Superseded values are not recommended for survey control.
 AD5774
 AD5774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5774.See file dsdata.pdf to determine how the superseded data were derived.
 AD5774
 AD5774_MARKER: DB = BENCH MARK DISK
 AD5774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5774_STAMPING: BM 173
 AD5774_PROJECTION: RECESSED 20 CENTIMETERS
 AD5774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5774+STABILITY: SURFACE MOTION
 AD5774
 AD5774  HISTORY     - Date     Condition        Report By
 AD5774  HISTORY     - 1978     MONUMENTED       FL-011
 AD5774  HISTORY     - 19910716 GOOD             USPSQD
 AD5774  HISTORY     - 19940307 MARK NOT FOUND   USPSQD
 AD5774  HISTORY     - 20010413 MARK NOT FOUND   GCYI
 AD5774  HISTORY     - 20020114 MARK NOT FOUND   NGS
 AD5774  HISTORY     - 20090527 MARK NOT FOUND   FLDT
 AD5774
 AD5774                          STATION DESCRIPTION
 AD5774
 AD5774'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5774'4 MI NW FROM DAVIE.
 AD5774'ABOUT 4.0 MILES NORTHWEST OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5774'STATE ROAD 84 AND STATE ROAD 817 (UNIVERSITY DRIVE) PROCEED 2.0 MILES
 AD5774'NORTHWEST ALONG STATE ROAD 84 TO NOB HILL ROAD. THE MARK IS 216 FEET
 AD5774'EAST OF THE CENTERLINE OF PAVEMENT OF NOB HILL ROAD ALONG STATE ROAD
 AD5774'84, 16 FEET NORTH OF THE NORTHEDGE OF PAVEMENT OF STATE ROAD 84, 306
 AD5774'FEET EAST OF A WOOD POWER POLE, 7 FEET NORTHEAST OF AND 7.7 FEET
 AD5774'NORTHWEST OF CHISELED CROSSES IN GUARDRAIL POSTS. THE MARK IS A
 AD5774'STANDARD BROWARD COUNTY DISK.
 AD5774'THE MARK IS 6 FT  N FROM A WITNESS POST.
 AD5774
 AD5774                          STATION RECOVERY (1991)
 AD5774
 AD5774'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5774'RECOVERED IN GOOD CONDITION.
 AD5774
 AD5774                          STATION RECOVERY (1994)
 AD5774
 AD5774'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5774'MARK NOT FOUND.
 AD5774
 AD5774                          STATION RECOVERY (2001)
 AD5774
 AD5774'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD5774'BELIEVED DESTROYED BY NEW ROAD CONSTRUCTION.
 AD5774
 AD5774                          STATION RECOVERY (2002)
 AD5774
 AD5774'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AD5774'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD5774
 AD5774                          STATION RECOVERY (2009)
 AD5774
 AD5774'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2009 (JS)
 AD5774'MARK NOT FOUND
 AD5774'
 AD5774'THERE HAS BEEN A LOT OF NEW CONSTRUCTION IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0078 ***********************************************************************
 AG0078  DESIGNATION -  174
 AG0078  PID         -  AG0078
 AG0078  STATE/COUNTY-  FL/PINELLAS
 AG0078  COUNTRY     -  US
 AG0078  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0078
 AG0078                         *CURRENT SURVEY CONTROL
 AG0078  ______________________________________________________________________
 AG0078* NAD 83(1986) POSITION- 27 54 01.     (N) 082 38 17.     (W)   SCALED
 AG0078* NAVD 88 ORTHO HEIGHT -     8.850 (meters)       29.04  (feet) ADJUSTED
 AG0078  ______________________________________________________________________
 AG0078  GEOID HEIGHT    -        -24.733 (meters)                     GEOID18
 AG0078  DYNAMIC HEIGHT  -          8.837 (meters)       28.99  (feet) COMP
 AG0078  MODELED GRAVITY -    979,183.9   (mgal)                       NAVD 88
 AG0078
 AG0078  VERT ORDER      -  SECOND    CLASS II
 AG0078
 AG0078.The horizontal coordinates were scaled from a map and have
 AG0078.an estimated accuracy of +/- 6 seconds.
 AG0078
 AG0078.The orthometric height was determined by differential leveling and
 AG0078.adjusted by the NATIONAL GEODETIC SURVEY
 AG0078.in June 1991.
 AG0078
 AG0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0078.GEOID18 height accuracy estimate available here.
 AG0078
 AG0078.Click photographs - Photos may exist for this station.
 AG0078
 AG0078.The dynamic height is computed by dividing the NAVD 88
 AG0078.geopotential number by the normal gravity value computed on the
 AG0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0078.degrees latitude (g = 980.6199 gals.).
 AG0078
 AG0078.The modeled gravity was interpolated from observed gravity values.
 AG0078
 AG0078;                    North         East    Units  Estimated Accuracy
 AG0078;SPC FL W     -   395,320.      137,190.      MT  (+/- 180 meters Scaled)
 AG0078
 AG0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387872(NAD 83)
 AG0078
 AG0078                          SUPERSEDED SURVEY CONTROL
 AG0078
 AG0078  NGVD 29 (??/??/92)    9.112  (m)           29.90   (f) ADJ UNCH    2 2
 AG0078
 AG0078.Superseded values are not recommended for survey control.
 AG0078
 AG0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0078.See file dsdata.pdf to determine how the superseded data were derived.
 AG0078
 AG0078_MARKER: DD = SURVEY DISK
 AG0078_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0078_SP_SET: OVERPASS HANDRAIL
 AG0078_STAMPING: 174
 AG0078_MARK LOGO: FLHD
 AG0078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0078
 AG0078  HISTORY     - Date     Condition        Report By
 AG0078  HISTORY     - UNK      MONUMENTED       FLHD
 AG0078  HISTORY     - 1975     GOOD             FLDT
 AG0078
 AG0078                          STATION DESCRIPTION
 AG0078
 AG0078'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0078'1.5 MI N FROM ST PETERSBURG.
 AG0078'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 AND S.R. 688
 AG0078'(ULMERTON ROAD), RUN EASTERLY ALONG S.R. 688 FOR 5.4 MILES TO THE
 AG0078'4TH STREET OVERPASS.  STATION ON LEFT, IN THE NORTHEAST CORNER
 AG0078'OF THE OVERPASS.  SET IN TOP OF CONCRETE HANDRAIL.  SECTION 6,
 AG0078'T30S, R17E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5775 ***********************************************************************
 AD5775  DESIGNATION -  174 B CO
 AD5775  PID         -  AD5775
 AD5775  STATE/COUNTY-  FL/BROWARD
 AD5775  COUNTRY     -  US
 AD5775  USGS QUAD   -  COOPER CITY (2018)
 AD5775
 AD5775                         *CURRENT SURVEY CONTROL
 AD5775  ______________________________________________________________________
 AD5775* NAD 83(1986) POSITION- 26 06 27.     (N) 080 16 19.     (W)   SCALED
 AD5775* NAVD 88 ORTHO HEIGHT -     2.076 (meters)        6.81  (feet) ADJUSTED
 AD5775  ______________________________________________________________________
 AD5775  GEOID HEIGHT    -        -25.301 (meters)                     GEOID18
 AD5775  DYNAMIC HEIGHT  -          2.073 (meters)        6.80  (feet) COMP
 AD5775  MODELED GRAVITY -    979,059.0   (mgal)                       NAVD 88
 AD5775
 AD5775  VERT ORDER      -  FIRST     CLASS II
 AD5775
 AD5775.The horizontal coordinates were scaled from a map and have
 AD5775.an estimated accuracy of +/- 6 seconds.
 AD5775
 AD5775.The orthometric height was determined by differential leveling and
 AD5775.adjusted by the NATIONAL GEODETIC SURVEY
 AD5775.in June 1991.
 AD5775
 AD5775.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5775.GEOID18 height accuracy estimate available here.
 AD5775
 AD5775.Click photographs - Photos may exist for this station.
 AD5775
 AD5775.The dynamic height is computed by dividing the NAVD 88
 AD5775.geopotential number by the normal gravity value computed on the
 AD5775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5775.degrees latitude (g = 980.6199 gals.).
 AD5775
 AD5775.The modeled gravity was interpolated from observed gravity values.
 AD5775
 AD5775;                    North         East    Units  Estimated Accuracy
 AD5775;SPC FL E     -   196,730.      272,820.      MT  (+/- 180 meters Scaled)
 AD5775
 AD5775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ727877(NAD 83)
 AD5775
 AD5775                          SUPERSEDED SURVEY CONTROL
 AD5775
 AD5775  NGVD 29 (09/01/92)    2.565  (m)            8.42   (f) ADJUSTED    1 2
 AD5775
 AD5775.Superseded values are not recommended for survey control.
 AD5775
 AD5775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5775.See file dsdata.pdf to determine how the superseded data were derived.
 AD5775
 AD5775_MARKER: DB = BENCH MARK DISK
 AD5775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5775_STAMPING: BM 174
 AD5775_PROJECTION: RECESSED 8 CENTIMETERS
 AD5775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5775+STABILITY: SURFACE MOTION
 AD5775
 AD5775  HISTORY     - Date     Condition        Report By
 AD5775  HISTORY     - 1978     MONUMENTED       FL-011
 AD5775  HISTORY     - 19910716 GOOD             USPSQD
 AD5775  HISTORY     - 19940307 GOOD             USPSQD
 AD5775  HISTORY     - 20010416 MARK NOT FOUND   GCYI
 AD5775  HISTORY     - 20020114 MARK NOT FOUND   NGS
 AD5775
 AD5775                          STATION DESCRIPTION
 AD5775
 AD5775'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5775'3.6 MI NW FROM DAVIE.
 AD5775'ABOUT 3.6 MILES NORTHWEST OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5775'STATE ROAD 84 AND STATE ROAD 817 (UNIVERSITY DRIVE) PROCEED NORTHWEST
 AD5775'ALONG STATE ROAD 84 FOR 1.5 MILES TO THE MARK. THE MARK IS 0.5 MILES
 AD5775'WEST OF PINE ISLAND ROAD, 17.6 FEET NORTH OF THE NORTHEDGE OF
 AD5775'PAVEMENT OF STATE ROAD 84, 114.3 FEET WEST OF A CHAIN LINK FENCE PUMP
 AD5775'ENCLOSURE, 7.6 FEET NORTHWEST OF AND 7.6 FEET NORTHEAST OF CHISELED
 AD5775'CROSSES IN GUARD RAIL POSTS, 32 FEET SOUTH OF THE SOUTH BANK OF THE
 AD5775'NORTH NEW RIVER CANAL. THE MARK IS A STANDARD BROWARD COUNTY DISK.
 AD5775'THE MARK IS 7 FT  N FROM A WITNESS POST.
 AD5775
 AD5775                          STATION RECOVERY (1991)
 AD5775
 AD5775'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5775'RECOVERED IN GOOD CONDITION.
 AD5775
 AD5775                          STATION RECOVERY (1994)
 AD5775
 AD5775'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5775'RECOVERED IN GOOD CONDITION.
 AD5775
 AD5775                          STATION RECOVERY (2001)
 AD5775
 AD5775'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD5775'BELIEVED DESTROYED BY NEW ROAD CONSTRUCTION.
 AD5775
 AD5775                          STATION RECOVERY (2002)
 AD5775
 AD5775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AD5775'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8913 ***********************************************************************
 DO8913  DESIGNATION -  17496 A
 DO8913  PID         -  DO8913
 DO8913  STATE/COUNTY-  FL/POLK
 DO8913  COUNTRY     -  US
 DO8913  USGS QUAD   -  WINTER HAVEN (2018)
 DO8913
 DO8913                         *CURRENT SURVEY CONTROL
 DO8913  ______________________________________________________________________
 DO8913* NAD 83(1986) POSITION- 28 05 45.3    (N) 081 40 53.2    (W)   HD_HELD2
 DO8913* NAVD 88 ORTHO HEIGHT -    38.564 (meters)      126.52  (feet) ADJUSTED
 DO8913  ______________________________________________________________________
 DO8913  GEOID HEIGHT    -        -26.971 (meters)                     GEOID18
 DO8913  DYNAMIC HEIGHT  -         38.507 (meters)      126.34  (feet) COMP
 DO8913  MODELED GRAVITY -    979,149.9   (mgal)                       NAVD 88
 DO8913
 DO8913  VERT ORDER      -  FIRST     CLASS II
 DO8913
 DO8913.The horizontal coordinates were established by autonomous hand held GPS
 DO8913.observations and have an estimated accuracy of +/- 10 meters.
 DO8913
 DO8913.The orthometric height was determined by differential leveling and
 DO8913.adjusted by the NATIONAL GEODETIC SURVEY
 DO8913.in January 2015.
 DO8913
 DO8913.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8913.GEOID18 height accuracy estimate available here.
 DO8913
 DO8913.Click photographs - Photos may exist for this station.
 DO8913
 DO8913.The dynamic height is computed by dividing the NAVD 88
 DO8913.geopotential number by the normal gravity value computed on the
 DO8913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8913.degrees latitude (g = 980.6199 gals.).
 DO8913
 DO8913.The modeled gravity was interpolated from observed gravity values.
 DO8913
 DO8913;                    North         East    Units  Estimated Accuracy
 DO8913;SPC FL W     -   416,879.      231,304.      MT  (+/- 10 meters HH2 GPS)
 DO8913
 DO8913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3305708015(NAD 83)
 DO8913
 DO8913                          SUPERSEDED SURVEY CONTROL
 DO8913
 DO8913  NAVD 88 (12/11/13)   38.543  (m)          126.45   (f) SUPERSEDED  1 2
 DO8913
 DO8913.Superseded values are not recommended for survey control.
 DO8913
 DO8913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8913.See file dsdata.pdf to determine how the superseded data were derived.
 DO8913
 DO8913_MARKER: DD = SURVEY DISK
 DO8913_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8913_STAMPING: 17496 A 2012
 DO8913_MARK LOGO: SWFWMD
 DO8913_PROJECTION: RECESSED 5 CENTIMETERS
 DO8913_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8913+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2012
 DO8913_ROD/PIPE-DEPTH: 12.2 meters
 DO8913
 DO8913  HISTORY     - Date     Condition        Report By
 DO8913  HISTORY     - 20120818 MONUMENTED       FLDEP
 DO8913
 DO8913                          STATION DESCRIPTION
 DO8913
 DO8913'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8913'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF DAVENPORT, 6.3 MI
 DO8913'(10.1 KM) NORTHWEST OF DUNDEE, 6.0 MI (9.7 KM) NORTH-NORTHEAST OF
 DO8913'WINTER HAVEN, IN SECTION 35, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO8913'
 DO8913'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND U.S.
 DO8913'HIGHWAY 27 ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF HAINES CITY, GO WEST ON
 DO8913'STATE ROAD 544 FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF OLD LUCERNE PARK
 DO8913'ROAD ON THE RIGHT.  TURN RIGHT ON OLD LUCERNE PARK ROAD AND GO WEST
 DO8913'FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF LUCERNE LOOP ROAD NORTHEAST ON
 DO8913'THE LEFT.  CONTINUE NORTHWEST ON OLD LUCERNE PARK ROAD FOR 0.1 MI (0.2
 DO8913'KM) TO THE JUNCTION OF SWISS GOLF ROAD (UNMARKED AND BECOMING CENTURY
 DO8913'DRIVE TO THE NORTH) ON THE RIGHT.  TURN RIGHT ON SWISS GOLF ROAD
 DO8913'(CENTURY DRIVE) AND GO NORTH FOR 0.45 MI (0.7 KM) TO AN ENTRANCE GATE
 DO8913'TO SWISS GOLF AND TENNIS CLUB.  CONTINUE NORTH ON SWISS GOLF ROAD
 DO8913'(CENTURY DRIVE) FOR 0.6 MI (1.0 KM) TO A BOAT RAMP ON THE RIGHT.  TURN
 DO8913'RIGHT ON THE BOAT RAMP APPROACH AND GO EAST FOR 0.05 MI (0.1 KM) TO
 DO8913'THE WEST SHORE OF LAKE HENRY AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DO8913'DRIVEN TO REFUSAL AT A DEPTH OF 39.9 FT (12.2 M) WITH AN ALUMINUM
 DO8913'SWFWMD DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO8913'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT (15 CM)
 DO8913'BELOW THE LEVEL OF THE BOAT RAMP.
 DO8913'
 DO8913'LOCATED 335.0 FT (102.1 M) NORTHEAST OF SURVEY MARK 17496 B, 63.1 FT
 DO8913'(19.2 M) SOUTHEAST OF A DATE PALM TREE, 40.3 FT (12.3 M) NORTHEAST OF
 DO8913'THE NORTHEAST CORNER OF A WOODEN DOCK, 31.7 FT (9.7 M) NORTHEAST OF
 DO8913'THE APPROXIMATE CENTERLINE OF A CONCRETE BOAT RAMP AND 4.0 FT (1.2 M)
 DO8913'SOUTHWEST OF A CARSONITE WITNESS POST.
 DO8913'
 DO8913'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8913'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8914 ***********************************************************************
 DO8914  DESIGNATION -  17496 B
 DO8914  PID         -  DO8914
 DO8914  STATE/COUNTY-  FL/POLK
 DO8914  COUNTRY     -  US
 DO8914  USGS QUAD   -  WINTER HAVEN (2018)
 DO8914
 DO8914                         *CURRENT SURVEY CONTROL
 DO8914  ______________________________________________________________________
 DO8914* NAD 83(1986) POSITION- 28 05 42.6    (N) 081 40 55.3    (W)   HD_HELD2
 DO8914* NAVD 88 ORTHO HEIGHT -    39.359 (meters)      129.13  (feet) ADJUSTED
 DO8914  ______________________________________________________________________
 DO8914  GEOID HEIGHT    -        -26.968 (meters)                     GEOID18
 DO8914  DYNAMIC HEIGHT  -         39.300 (meters)      128.94  (feet) COMP
 DO8914  MODELED GRAVITY -    979,149.9   (mgal)                       NAVD 88
 DO8914
 DO8914  VERT ORDER      -  FIRST     CLASS II
 DO8914
 DO8914.The horizontal coordinates were established by autonomous hand held GPS
 DO8914.observations and have an estimated accuracy of +/- 10 meters.
 DO8914
 DO8914.The orthometric height was determined by differential leveling and
 DO8914.adjusted by the NATIONAL GEODETIC SURVEY
 DO8914.in January 2015.
 DO8914
 DO8914.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8914.GEOID18 height accuracy estimate available here.
 DO8914
 DO8914.Click photographs - Photos may exist for this station.
 DO8914
 DO8914.The dynamic height is computed by dividing the NAVD 88
 DO8914.geopotential number by the normal gravity value computed on the
 DO8914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8914.degrees latitude (g = 980.6199 gals.).
 DO8914
 DO8914.The modeled gravity was interpolated from observed gravity values.
 DO8914
 DO8914;                    North         East    Units  Estimated Accuracy
 DO8914;SPC FL W     -   416,796.      231,247.      MT  (+/- 10 meters HH2 GPS)
 DO8914
 DO8914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3299907932(NAD 83)
 DO8914
 DO8914                          SUPERSEDED SURVEY CONTROL
 DO8914
 DO8914  NAVD 88 (12/11/13)   39.338  (m)          129.06   (f) SUPERSEDED  1 2
 DO8914
 DO8914.Superseded values are not recommended for survey control.
 DO8914
 DO8914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8914.See file dsdata.pdf to determine how the superseded data were derived.
 DO8914
 DO8914_MARKER: DD = SURVEY DISK
 DO8914_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8914_STAMPING: 17496 B 2012
 DO8914_MARK LOGO: SWFWMD
 DO8914_PROJECTION: RECESSED 15 CENTIMETERS
 DO8914_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8914+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2012
 DO8914_ROD/PIPE-DEPTH: 6.0 meters
 DO8914
 DO8914  HISTORY     - Date     Condition        Report By
 DO8914  HISTORY     - 20120817 MONUMENTED       FLDEP
 DO8914  HISTORY     - 20210210 GOOD             USPSQD
 DO8914
 DO8914                          STATION DESCRIPTION
 DO8914
 DO8914'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8914'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF DAVENPORT, 6.3 MI
 DO8914'(10.1 KM) NORTHWEST OF DUNDEE, 6.0 MI (9.7 KM) NORTH-NORTHEAST OF
 DO8914'WINTER HAVEN, IN SECTION 35, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO8914'
 DO8914'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND U.S.
 DO8914'HIGHWAY 27 ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF HAINES CITY, GO WEST ON
 DO8914'STATE ROAD 544 FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF OLD LUCERNE PARK
 DO8914'ROAD ON THE RIGHT.  TURN RIGHT ON OLD LUCERNE PARK ROAD AND GO WEST
 DO8914'FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF LUCERNE LOOP ROAD NORTHEAST ON
 DO8914'THE LEFT.  CONTINUE NORTHWEST ON OLD LUCERNE PARK ROAD FOR 0.1 MI (0.2
 DO8914'KM) TO THE JUNCTION OF SWISS GOLF ROAD (UNMARKED AND BECOMING CENTURY
 DO8914'DRIVE TO THE NORTH) ON THE RIGHT.  TURN RIGHT ON SWISS GOLF ROAD
 DO8914'(CENTURY DRIVE) AND GO NORTH FOR 0.45 MI (0.7 KM) TO AN ENTRANCE GATE
 DO8914'TO SWISS GOLF AND TENNIS CLUB.  CONTINUE NORTH ON SWISS GOLF ROAD
 DO8914'(CENTURY DRIVE) FOR 0.55 MI (0.9 KM) TO A TENNIS COURT PARKING LOT ON
 DO8914'THE RIGHT.  TURN RIGHT INTO THE PARKING LOT AND GO TO THE SOUTHEAST
 DO8914'CORNER OF THE TENNIS COURT FENCELINE NEAR THE WEST SHORE OF LAKE HENRY
 DO8914'AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.8 FT
 DO8914'(6.0 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND ENCASED IN A 4-INCH
 DO8914'(10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DO8914'AND ABOUT 0.5 FT (15 CM) ABOVE THE LEVEL OF A CONCRETE SIDEWALK.
 DO8914'
 DO8914'LOCATED 335.0 FT (102.1 M) SOUTHWEST OF SURVEY MARK 17496 A, 107.0 FT
 DO8914'(32.6 M) WEST OF A STAFF GAUGE, 70.8 FT (21.6 M) WEST-SOUTHWEST OF A
 DO8914'28-INCH (71 CM) DIAMETER LIVE OAK TREE, 10.0 FT (3.0 M)
 DO8914'SOUTH-SOUTHWEST OF A CHAIN LINK FENCE, 2.8 FT (0.9 M) SOUTH OF A
 DO8914'CARSONITE WITNESS POST AND 2.4 FT (0.7 M) NORTH OF THE NORTH EDGE OF A
 DO8914'CONCRETE SIDEWALK.
 DO8914'
 DO8914'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8914'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO8914
 DO8914                          STATION RECOVERY (2021)
 DO8914
 DO8914'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLG)
 DO8914'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9166 ***********************************************************************
 DN9166  DESIGNATION -  17497 A
 DN9166  PID         -  DN9166
 DN9166  STATE/COUNTY-  FL/LAKE
 DN9166  COUNTRY     -  US
 DN9166  USGS QUAD   -  BAY LAKE (2018)
 DN9166
 DN9166                         *CURRENT SURVEY CONTROL
 DN9166  ______________________________________________________________________
 DN9166* NAD 83(1986) POSITION- 28 27 17.0    (N) 081 55 31.8    (W)   HD_HELD2
 DN9166* NAVD 88 ORTHO HEIGHT -    30.354 (meters)       99.59  (feet) ADJUSTED
 DN9166  ______________________________________________________________________
 DN9166  GEOID HEIGHT    -        -26.868 (meters)                     GEOID18
 DN9166  DYNAMIC HEIGHT  -         30.310 (meters)       99.44  (feet) COMP
 DN9166  MODELED GRAVITY -    979,203.6   (mgal)                       NAVD 88
 DN9166
 DN9166  VERT ORDER      -  SECOND    CLASS I
 DN9166
 DN9166.The horizontal coordinates were established by autonomous hand held GPS
 DN9166.observations and have an estimated accuracy of +/- 10 meters.
 DN9166
 DN9166.The orthometric height was determined by differential leveling and
 DN9166.adjusted by the NATIONAL GEODETIC SURVEY
 DN9166.in July 2012.
 DN9166
 DN9166.No vertical observational check was made to the station.
 DN9166
 DN9166.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9166.GEOID18 height accuracy estimate available here.
 DN9166
 DN9166.Click photographs - Photos may exist for this station.
 DN9166
 DN9166.The dynamic height is computed by dividing the NAVD 88
 DN9166.geopotential number by the normal gravity value computed on the
 DN9166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9166.degrees latitude (g = 980.6199 gals.).
 DN9166
 DN9166.The modeled gravity was interpolated from observed gravity values.
 DN9166
 DN9166;                    North         East    Units  Estimated Accuracy
 DN9166;SPC FL E     -   456,949.      109,354.      MT  (+/- 10 meters HH2 GPS)
 DN9166
 DN9166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0938547924(NAD 83)
 DN9166
 DN9166                          SUPERSEDED SURVEY CONTROL
 DN9166
 DN9166.No superseded survey control is available for this station.
 DN9166
 DN9166_MARKER: DD = SURVEY DISK
 DN9166_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9166_STAMPING: 17497 A 2011
 DN9166_MARK LOGO: SWFWMD
 DN9166_PROJECTION: RECESSED 5 CENTIMETERS
 DN9166_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9166+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2019
 DN9166_ROD/PIPE-DEPTH: 8.4 meters
 DN9166
 DN9166  HISTORY     - Date     Condition        Report By
 DN9166  HISTORY     - 20110406 MONUMENTED       FLDEP
 DN9166  HISTORY     - 20190107 GOOD             SWFWMD
 DN9166
 DN9166                          STATION DESCRIPTION
 DN9166
 DN9166'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN9166'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTH-SOUTHWEST OF MASCOTTE, 8.7 MI
 DN9166'(14.0 KM) EAST OF CLAY SINK, 1.9 MI (3.1 KM) SOUTHWEST OF BAY LAKE, IN
 DN9166'SECTION 29, TOWNSHIP 23 SOUTH, RANGE 24 EAST.
 DN9166'
 DN9166'TO REACH THE MARK FROM THE JUNCTION OF BAY LAKE ROAD (COUNTY ROAD 565)
 DN9166'AND BAY LAKE LOOP IN BAY LAKE, GO WEST ON BAY LAKE ROAD (COUNTY ROAD
 DN9166'565) FOR 0.4 MI (0.6 KM) TO WHERE THE PAVEMENT ENDS AND ELMERS ROAD
 DN9166'BEGINS.  CONTINUE WEST ON ELMERS ROAD FOR 0.25 MI (0.4 KM) TO THE MARK
 DN9166'ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 27.6 FT
 DN9166'(8.4 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM)
 DN9166'PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.7
 DN9166'FT (21 CM) BELOW THE LEVEL OF ELMERS ROAD.
 DN9166'
 DN9166'LOCATED 130.8 FT (39.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DN9166'ELMERS ROAD, 32.3 FT (9.8 M) SOUTH OF SURVEY MARK 17497 B, 13.5 FT
 DN9166'(4.1 M) WEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 8.4 FT (2.6
 DN9166'M) SOUTH OF THE SOUTHERN MOST WELL HEAD AND 2.1 FT (0.6 M) EAST OF A
 DN9166'CARSONITE WITNESS POST.
 DN9166'
 DN9166'NOTE A MAGNET WAS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN9166
 DN9166                          STATION RECOVERY (2019)
 DN9166
 DN9166'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (JD)
 DN9166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9165 ***********************************************************************
 DN9165  DESIGNATION -  17497 B
 DN9165  PID         -  DN9165
 DN9165  STATE/COUNTY-  FL/LAKE
 DN9165  COUNTRY     -  US
 DN9165  USGS QUAD   -  BAY LAKE (2018)
 DN9165
 DN9165                         *CURRENT SURVEY CONTROL
 DN9165  ______________________________________________________________________
 DN9165* NAD 83(1986) POSITION- 28 27 17.4    (N) 081 55 31.8    (W)   HD_HELD2
 DN9165* NAVD 88 ORTHO HEIGHT -    30.653 (meters)      100.57  (feet) ADJUSTED
 DN9165  ______________________________________________________________________
 DN9165  GEOID HEIGHT    -        -26.869 (meters)                     GEOID18
 DN9165  DYNAMIC HEIGHT  -         30.609 (meters)      100.42  (feet) COMP
 DN9165  MODELED GRAVITY -    979,203.6   (mgal)                       NAVD 88
 DN9165
 DN9165  VERT ORDER      -  SECOND    CLASS I
 DN9165
 DN9165.The horizontal coordinates were established by autonomous hand held GPS
 DN9165.observations and have an estimated accuracy of +/- 10 meters.
 DN9165
 DN9165.The orthometric height was determined by differential leveling and
 DN9165.adjusted by the NATIONAL GEODETIC SURVEY
 DN9165.in July 2012.
 DN9165
 DN9165.No vertical observational check was made to the station.
 DN9165
 DN9165.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9165.GEOID18 height accuracy estimate available here.
 DN9165
 DN9165.Click photographs - Photos may exist for this station.
 DN9165
 DN9165.The dynamic height is computed by dividing the NAVD 88
 DN9165.geopotential number by the normal gravity value computed on the
 DN9165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9165.degrees latitude (g = 980.6199 gals.).
 DN9165
 DN9165.The modeled gravity was interpolated from observed gravity values.
 DN9165
 DN9165;                    North         East    Units  Estimated Accuracy
 DN9165;SPC FL E     -   456,961.      109,354.      MT  (+/- 10 meters HH2 GPS)
 DN9165
 DN9165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0938547936(NAD 83)
 DN9165
 DN9165                          SUPERSEDED SURVEY CONTROL
 DN9165
 DN9165.No superseded survey control is available for this station.
 DN9165
 DN9165_MARKER: DD = SURVEY DISK
 DN9165_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9165_STAMPING: 17497 B 2011
 DN9165_MARK LOGO: SWFWMD
 DN9165_PROJECTION: FLUSH
 DN9165_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9165_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9165_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9165+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2019
 DN9165_ROD/PIPE-DEPTH: 7.1 meters
 DN9165
 DN9165  HISTORY     - Date     Condition        Report By
 DN9165  HISTORY     - 20110406 MONUMENTED       FLDEP
 DN9165  HISTORY     - 20190107 GOOD             SWFWMD
 DN9165
 DN9165                          STATION DESCRIPTION
 DN9165
 DN9165'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN9165'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTH-SOUTHWEST OF MASCOTTE, 8.7 MI
 DN9165'(14.0 KM) EAST OF CLAY SINK, 1.9 MI (3.1 KM) SOUTHWEST OF BAY LAKE, IN
 DN9165'SECTION 29, TOWNSHIP 23 SOUTH, RANGE 24 EAST.
 DN9165'
 DN9165'TO REACH THE MARK FROM THE JUNCTION OF BAY LAKE ROAD (COUNTY ROAD 565)
 DN9165'AND BAY LAKE LOOP IN BAY LAKE, GO WEST ON BAY LAKE ROAD (COUNTY ROAD
 DN9165'565) FOR 0.4 MI (0.6 KM) TO WHERE THE PAVEMENT ENDS AND ELMERS ROAD
 DN9165'BEGINS.  CONTINUE WEST ON ELMERS ROAD FOR 0.25 MI (0.4 KM) TO THE MARK
 DN9165'ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.4 FT
 DN9165'(7.1 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM)
 DN9165'PVC PIPE, FLUSH WITH THE GROUND AND 1.8 FT (0.5 M) ABOVE THE LEVEL OF
 DN9165'ELMERS ROAD.
 DN9165'
 DN9165'LOCATED 98.5 FT (30.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF ELMERS
 DN9165'ROAD, 32.3 FT (9.8 M) NORTH OF SURVEY MARK 17497 A, 12.1 FT (3.7 M)
 DN9165'WEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 7.2 FT (2.2 M)
 DN9165'NORTH OF THE NORTHERN MOST WELL HEAD AND 1.0 FT (0.3 M) EAST OF A
 DN9165'CARSONITE WITNESS POST.
 DN9165'
 DN9165'NOTE A MAGNET WAS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN9165
 DN9165                          STATION RECOVERY (2019)
 DN9165
 DN9165'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (JD)
 DN9165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0080 ***********************************************************************
 AG0080  DESIGNATION -  175 FLHD
 AG0080  PID         -  AG0080
 AG0080  STATE/COUNTY-  FL/PINELLAS
 AG0080  COUNTRY     -  US
 AG0080  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0080
 AG0080                         *CURRENT SURVEY CONTROL
 AG0080  ______________________________________________________________________
 AG0080* NAD 83(1986) POSITION- 27 54 37.     (N) 082 37 35.     (W)   SCALED
 AG0080* NAVD 88 ORTHO HEIGHT -     0.998 (meters)        3.27  (feet) ADJUSTED
 AG0080  ______________________________________________________________________
 AG0080  GEOID HEIGHT    -        -24.764 (meters)                     GEOID18
 AG0080  DYNAMIC HEIGHT  -          0.996 (meters)        3.27  (feet) COMP
 AG0080  MODELED GRAVITY -    979,184.6   (mgal)                       NAVD 88
 AG0080
 AG0080  VERT ORDER      -  SECOND    CLASS II
 AG0080
 AG0080.The horizontal coordinates were scaled from a map and have
 AG0080.an estimated accuracy of +/- 6 seconds.
 AG0080
 AG0080.The orthometric height was determined by differential leveling and
 AG0080.adjusted by the NATIONAL GEODETIC SURVEY
 AG0080.in June 1991.
 AG0080
 AG0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0080.GEOID18 height accuracy estimate available here.
 AG0080
 AG0080.Click photographs - Photos may exist for this station.
 AG0080
 AG0080.The dynamic height is computed by dividing the NAVD 88
 AG0080.geopotential number by the normal gravity value computed on the
 AG0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0080.degrees latitude (g = 980.6199 gals.).
 AG0080
 AG0080.The modeled gravity was interpolated from observed gravity values.
 AG0080
 AG0080;                    North         East    Units  Estimated Accuracy
 AG0080;SPC FL W     -   396,420.      138,340.      MT  (+/- 180 meters Scaled)
 AG0080
 AG0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL399883(NAD 83)
 AG0080
 AG0080                          SUPERSEDED SURVEY CONTROL
 AG0080
 AG0080  NGVD 29 (??/??/92)    1.260  (m)            4.13   (f) ADJ UNCH    2 2
 AG0080
 AG0080.Superseded values are not recommended for survey control.
 AG0080
 AG0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0080.See file dsdata.pdf to determine how the superseded data were derived.
 AG0080
 AG0080_MARKER: DD = SURVEY DISK
 AG0080_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0080_SP_SET: SEAWALL
 AG0080_STAMPING: 175
 AG0080_MARK LOGO: FLHD
 AG0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0080+STABILITY: SURFACE MOTION
 AG0080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0080+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2022
 AG0080
 AG0080  HISTORY     - Date     Condition        Report By
 AG0080  HISTORY     - UNK      MONUMENTED       FLHD
 AG0080  HISTORY     - 1975     GOOD             FLDT
 AG0080  HISTORY     - 20220316 GOOD             SWFWMD
 AG0080
 AG0080                          STATION DESCRIPTION
 AG0080
 AG0080'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0080'1.7 MI N FROM ST PETERSBURG.
 AG0080'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0080'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET
 AG0080'N. AND NORTHEASTERLY ALONG I-75 FOR 3.65 MILES.  STATION ON RIGHT,
 AG0080'104.0 FT. SE OF THE CENTERLINE OF I-75, 129.5 FT. EAST OF LIGHT
 AG0080'POLE, NO NUMBER, S.R.D. STA. 679+95.  SET IN TOP OF CONCRETE
 AG0080'SEAWALL.  SECTION 32, T 29S, R 17E.  NOTE-- SEAWALL MAY BE COVERED
 AG0080'WITH SAND.
 AG0080
 AG0080                          STATION RECOVERY (2022)
 AG0080
 AG0080'RECOVERY NOTE BY SW FL WTR MGMT DIST 2022 (KH)
 AG0080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3114 ***********************************************************************
 DQ3114  DESIGNATION -  17516
 DQ3114  PID         -  DQ3114
 DQ3114  STATE/COUNTY-  FL/PASCO
 DQ3114  COUNTRY     -  US
 DQ3114  USGS QUAD   -  DADE CITY (2018)
 DQ3114
 DQ3114                         *CURRENT SURVEY CONTROL
 DQ3114  ______________________________________________________________________
 DQ3114* NAD 83(1986) POSITION- 28 21 36.27   (N) 082 08 31.12   (W)   HD_HELD1
 DQ3114* NAVD 88 ORTHO HEIGHT -    22.951 (meters)       75.30  (feet) ADJUSTED
 DQ3114  ______________________________________________________________________
 DQ3114  GEOID HEIGHT    -        -26.549 (meters)                     GEOID18
 DQ3114  DYNAMIC HEIGHT  -         22.918 (meters)       75.19  (feet) COMP
 DQ3114  MODELED GRAVITY -    979,185.9   (mgal)                       NAVD 88
 DQ3114
 DQ3114  VERT ORDER      -  SECOND    CLASS I
 DQ3114
 DQ3114.The horizontal coordinates were determined by differentially corrected
 DQ3114.hand held GPS observations or other comparable positioning techniques
 DQ3114.and have an estimated accuracy of +/- 3 meters.
 DQ3114
 DQ3114.The orthometric height was determined by differential leveling and
 DQ3114.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3114.in October 2016.
 DQ3114
 DQ3114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3114.GEOID18 height accuracy estimate available here.
 DQ3114
 DQ3114.Click photographs - Photos may exist for this station.
 DQ3114
 DQ3114.The dynamic height is computed by dividing the NAVD 88
 DQ3114.geopotential number by the normal gravity value computed on the
 DQ3114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3114.degrees latitude (g = 980.6199 gals.).
 DQ3114
 DQ3114.The modeled gravity was interpolated from observed gravity values.
 DQ3114
 DQ3114;                    North         East    Units  Estimated Accuracy
 DQ3114;SPC FL W     -   446,119.2     186,082.3     MT  (+/- 3 meters HH1 GPS) 
 DQ3114
 DQ3114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8808937620(NAD 83)
 DQ3114
 DQ3114                          SUPERSEDED SURVEY CONTROL
 DQ3114
 DQ3114.No superseded survey control is available for this station.
 DQ3114
 DQ3114_MARKER: DD = SURVEY DISK
 DQ3114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3114_STAMPING: 17516 LB 6773 2010
 DQ3114_MARK LOGO: SWFWMD
 DQ3114_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3114_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3114+STABILITY: SURFACE MOTION
 DQ3114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3114+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2015
 DQ3114
 DQ3114  HISTORY     - Date     Condition        Report By
 DQ3114  HISTORY     - 20100719 MONUMENTED       SWFWMD
 DQ3114  HISTORY     - 20151119 GOOD             FLDEP
 DQ3114
 DQ3114                          STATION DESCRIPTION
 DQ3114
 DQ3114'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3114'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTH-NORTHWEST OF BRANCHBOROUGH,
 DQ3114'7.5 MI (12.1 KM) SOUTH-SOUTHEAST OF LACOOCHEE, 3.3 MI (5.3 KM) EAST OF
 DQ3114'DADE CITY, IN SECTION 31, TOWNSHIP 24 SOUTH, RANGE 22 EAST.
 DQ3114'
 DQ3114'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 SOUTH AND U.S.
 DQ3114'HIGHWAY 98 SOUTH (OLD LAKELAND HIGHWAY, U.S. HIGHWAY 98 SOUTH TRUCK
 DQ3114'ROUTE) IN DADE CITY, GO SOUTH ON U.S. HIGHWAY 98 SOUTH TRUCK ROUTE FOR
 DQ3114'0.2 MI (0.3 KM) TO THE INTERSECTION OF RIVER ROAD.  TURN LEFT ON RIVER
 DQ3114'ROAD AND GO EAST FOR 3.4 MI (5.5 KM) TO THE JUNCTION OF A DRIVEWAY AT
 DQ3114'40805 RIVER ROAD ON THE LEFT, A WELL SITE ON THE LEFT AND THE MARK ON
 DQ3114'THE LEFT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH AN ALUMINUM DISK
 DQ3114'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DQ3114'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.5 FT
 DQ3114'(0.5 M) BELOW THE LEVEL OF RIVER ROAD.
 DQ3114'
 DQ3114'LOCATED 39.2 FT (11.9 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DQ3114'RIVER ROAD, 16.8 FT (5.1 M) SOUTHEAST OF SURVEY MARK 17518, 14.3 FT
 DQ3114'(4.4 M) EAST OF WELL NUMBER 17518, 11.0 FT (3.4 M) NORTH-NORTHEAST OF
 DQ3114'WELL NUMBER 17516, 8.7 FT (2.7 M) NORTHWEST OF THE APPROXIMATE
 DQ3114'CENTERLINE OF A DRIVEWAY AT 40805 RIVER ROAD AND 1.1 FT (0.3 M)
 DQ3114'SOUTHWEST OF A CARSONITE WITNESS POST.
 DQ3114'
 DQ3114'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3115 ***********************************************************************
 DQ3115  DESIGNATION -  17518
 DQ3115  PID         -  DQ3115
 DQ3115  STATE/COUNTY-  FL/PASCO
 DQ3115  COUNTRY     -  US
 DQ3115  USGS QUAD   -  DADE CITY (2018)
 DQ3115
 DQ3115                         *CURRENT SURVEY CONTROL
 DQ3115  ______________________________________________________________________
 DQ3115* NAD 83(1986) POSITION- 28 21 36.37   (N) 082 08 31.29   (W)   HD_HELD1
 DQ3115* NAVD 88 ORTHO HEIGHT -    23.138 (meters)       75.91  (feet) ADJUSTED
 DQ3115  ______________________________________________________________________
 DQ3115  GEOID HEIGHT    -        -26.549 (meters)                     GEOID18
 DQ3115  DYNAMIC HEIGHT  -         23.104 (meters)       75.80  (feet) COMP
 DQ3115  MODELED GRAVITY -    979,185.9   (mgal)                       NAVD 88
 DQ3115
 DQ3115  VERT ORDER      -  SECOND    CLASS I
 DQ3115
 DQ3115.The horizontal coordinates were determined by differentially corrected
 DQ3115.hand held GPS observations or other comparable positioning techniques
 DQ3115.and have an estimated accuracy of +/- 3 meters.
 DQ3115
 DQ3115.The orthometric height was determined by differential leveling and
 DQ3115.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3115.in October 2016.
 DQ3115
 DQ3115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3115.GEOID18 height accuracy estimate available here.
 DQ3115
 DQ3115.Click photographs - Photos may exist for this station.
 DQ3115
 DQ3115.The dynamic height is computed by dividing the NAVD 88
 DQ3115.geopotential number by the normal gravity value computed on the
 DQ3115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3115.degrees latitude (g = 980.6199 gals.).
 DQ3115
 DQ3115.The modeled gravity was interpolated from observed gravity values.
 DQ3115
 DQ3115;                    North         East    Units  Estimated Accuracy
 DQ3115;SPC FL W     -   446,122.3     186,077.7     MT  (+/- 3 meters HH1 GPS) 
 DQ3115
 DQ3115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8808437623(NAD 83)
 DQ3115
 DQ3115                          SUPERSEDED SURVEY CONTROL
 DQ3115
 DQ3115.No superseded survey control is available for this station.
 DQ3115
 DQ3115_MARKER: DD = SURVEY DISK
 DQ3115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3115_STAMPING: 17518 LB 6773 2010
 DQ3115_MARK LOGO: SWFWMD
 DQ3115_PROJECTION: FLUSH
 DQ3115_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3115+STABILITY: SURFACE MOTION
 DQ3115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3115+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2015
 DQ3115
 DQ3115  HISTORY     - Date     Condition        Report By
 DQ3115  HISTORY     - 20100719 MONUMENTED       SWFWMD
 DQ3115  HISTORY     - 20151119 GOOD             FLDEP
 DQ3115
 DQ3115                          STATION DESCRIPTION
 DQ3115
 DQ3115'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3115'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTH-NORTHWEST OF BRANCHBOROUGH,
 DQ3115'7.5 MI (12.1 KM) SOUTH-SOUTHEAST OF LACOOCHEE, 3.3 MI (5.3 KM) EAST OF
 DQ3115'DADE CITY, IN SECTION 31, TOWNSHIP 24 SOUTH, RANGE 22 EAST.
 DQ3115'
 DQ3115'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 SOUTH AND U.S.
 DQ3115'HIGHWAY 98 SOUTH (OLD LAKELAND HIGHWAY, U.S. HIGHWAY 98 SOUTH TRUCK
 DQ3115'ROUTE) IN DADE CITY, GO SOUTH ON U.S. HIGHWAY 98 SOUTH TRUCK ROUTE FOR
 DQ3115'0.2 MI (0.3 KM) TO THE INTERSECTION OF RIVER ROAD.  TURN LEFT ON RIVER
 DQ3115'ROAD AND GO EAST FOR 3.4 MI (5.5 KM) TO THE JUNCTION OF A DRIVEWAY AT
 DQ3115'40805 RIVER ROAD ON THE LEFT, A WELL SITE ON THE LEFT AND THE MARK ON
 DQ3115'THE LEFT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH AN ALUMINUM DISK
 DQ3115'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH
 DQ3115'WITH THE GROUND AND ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF RIVER
 DQ3115'ROAD.
 DQ3115'
 DQ3115'LOCATED 39.0 FT (11.9 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DQ3115'RIVER ROAD, 25.3 FT (7.7 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DQ3115'A DRIVEWAY AT 40805 RIVER ROAD, 19.2 FT (5.9 M) NORTH-NORTHWEST OF
 DQ3115'WELL NUMBER 17516, 16.8 FT (5.1 M) NORTHWEST OF SURVEY MARK 17516,
 DQ3115'13.2 FT (4.0 M) NORTH OF WELL NUMBER 17518 AND 1.0 FT (0.3 M)
 DQ3115'SOUTHWEST OF A CARSONITE WITNESS POST.
 DQ3115'
 DQ3115'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8896 ***********************************************************************
 DO8896  DESIGNATION -  17535 A
 DO8896  PID         -  DO8896
 DO8896  STATE/COUNTY-  FL/POLK
 DO8896  COUNTRY     -  US
 DO8896  USGS QUAD   -  GUM LAKE (2018)
 DO8896
 DO8896                         *CURRENT SURVEY CONTROL
 DO8896  ______________________________________________________________________
 DO8896* NAD 83(1986) POSITION- 28 07 45.8    (N) 081 41 21.5    (W)   HD_HELD2
 DO8896* NAVD 88 ORTHO HEIGHT -    40.615 (meters)      133.25  (feet) ADJUSTED
 DO8896  ______________________________________________________________________
 DO8896  GEOID HEIGHT    -        -27.059 (meters)                     GEOID18
 DO8896  DYNAMIC HEIGHT  -         40.554 (meters)      133.05  (feet) COMP
 DO8896  MODELED GRAVITY -    979,149.3   (mgal)                       NAVD 88
 DO8896
 DO8896  VERT ORDER      -  FIRST     CLASS II
 DO8896
 DO8896.The horizontal coordinates were established by autonomous hand held GPS
 DO8896.observations and have an estimated accuracy of +/- 10 meters.
 DO8896
 DO8896.The orthometric height was determined by differential leveling and
 DO8896.adjusted by the NATIONAL GEODETIC SURVEY
 DO8896.in December 2013.
 DO8896
 DO8896.No vertical observational check was made to the station.
 DO8896
 DO8896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8896.GEOID18 height accuracy estimate available here.
 DO8896
 DO8896.Click photographs - Photos may exist for this station.
 DO8896
 DO8896.The dynamic height is computed by dividing the NAVD 88
 DO8896.geopotential number by the normal gravity value computed on the
 DO8896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8896.degrees latitude (g = 980.6199 gals.).
 DO8896
 DO8896.The modeled gravity was interpolated from observed gravity values.
 DO8896
 DO8896;                    North         East    Units  Estimated Accuracy
 DO8896;SPC FL W     -   420,586.      230,522.      MT  (+/- 10 meters HH2 GPS)
 DO8896
 DO8896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3230511727(NAD 83)
 DO8896
 DO8896                          SUPERSEDED SURVEY CONTROL
 DO8896
 DO8896.No superseded survey control is available for this station.
 DO8896
 DO8896_MARKER: DD = SURVEY DISK
 DO8896_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8896_STAMPING: 17535 A 2012
 DO8896_MARK LOGO: SWFWMD
 DO8896_PROJECTION: RECESSED 8 CENTIMETERS
 DO8896_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8896+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2012
 DO8896_ROD/PIPE-DEPTH: 6.0 meters
 DO8896
 DO8896  HISTORY     - Date     Condition        Report By
 DO8896  HISTORY     - 20120720 MONUMENTED       FLDEP
 DO8896
 DO8896                          STATION DESCRIPTION
 DO8896
 DO8896'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8896'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTH-NORTHEAST OF WINTER HAVEN,
 DO8896'7.5 MI (12.1 KM) NORTHEAST OF AUBURNDALE, 5.8 MI (9.3 KM)
 DO8896'WEST-SOUTHWEST OF DAVENPORT, IN SECTION 14, TOWNSHIP 27 SOUTH, RANGE
 DO8896'26 EAST.
 DO8896'
 DO8896'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, WEST MAIN
 DO8896'STREET AND COUNTY ROAD 17 (OLD POLK CITY ROAD) IN HAINES CITY, GO WEST
 DO8896'AND NORTHWEST ON COUNTY ROAD 17 (OLD POLK CITY ROAD) FOR 2.4 MI (3.9
 DO8896'KM) TO THE JUNCTION OF LAKE LOWERY ROAD ON THE LEFT.  TURN LEFT ON
 DO8896'LAKE LOWERY ROAD AND GO WEST, SOUTH AND EAST FOR 3.8 MI (6.1 KM) TO
 DO8896'THE ENTRANCE ROAD OF OAK HARBOR CAMPGROUND.  CONTINUE EAST ON THE
 DO8896'CAMPGROUND ENTRANCE ROAD (ONE WAY) FOR 0.25 MI (0.4 KM) TO THE
 DO8896'JUNCTION OF ANOTHER ROAD ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.1
 DO8896'MI (0.2 KM) PAST THE CAMPGROUND OFFICE, TO A CANAL AND THE MARK, AN
 DO8896'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.7 FT (6.0 M) WITH AN
 DO8896'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9
 DO8896'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE CAMPGROUND ROAD.
 DO8896'
 DO8896'LOCATED 42.4 FT (12.9 M) EAST OF SURVEY MARK 17535 B, 16.3 FT (5.0 M)
 DO8896'NORTH OF THE APPROXIMATE CENTERLINE OF THE MAIN CAMPGROUND ROAD, 7.3
 DO8896'FT (2.2 M) SOUTHWEST OF A WOODEN POWER POLE, 1.3 FT (0.4 M) WEST OF A
 DO8896'WOODEN FENCE AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST.
 DO8896'
 DO8896'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8896'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8897 ***********************************************************************
 DO8897  DESIGNATION -  17535 B
 DO8897  PID         -  DO8897
 DO8897  STATE/COUNTY-  FL/POLK
 DO8897  COUNTRY     -  US
 DO8897  USGS QUAD   -  GUM LAKE (2018)
 DO8897
 DO8897                         *CURRENT SURVEY CONTROL
 DO8897  ______________________________________________________________________
 DO8897* NAD 83(1986) POSITION- 28 07 46.0    (N) 081 41 21.9    (W)   HD_HELD2
 DO8897* NAVD 88 ORTHO HEIGHT -    40.669 (meters)      133.43  (feet) ADJUSTED
 DO8897  ______________________________________________________________________
 DO8897  GEOID HEIGHT    -        -27.059 (meters)                     GEOID18
 DO8897  DYNAMIC HEIGHT  -         40.608 (meters)      133.23  (feet) COMP
 DO8897  MODELED GRAVITY -    979,149.3   (mgal)                       NAVD 88
 DO8897
 DO8897  VERT ORDER      -  FIRST     CLASS II
 DO8897
 DO8897.The horizontal coordinates were established by autonomous hand held GPS
 DO8897.observations and have an estimated accuracy of +/- 10 meters.
 DO8897
 DO8897.The orthometric height was determined by differential leveling and
 DO8897.adjusted by the NATIONAL GEODETIC SURVEY
 DO8897.in December 2013.
 DO8897
 DO8897.No vertical observational check was made to the station.
 DO8897
 DO8897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8897.GEOID18 height accuracy estimate available here.
 DO8897
 DO8897.Click photographs - Photos may exist for this station.
 DO8897
 DO8897.The dynamic height is computed by dividing the NAVD 88
 DO8897.geopotential number by the normal gravity value computed on the
 DO8897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8897.degrees latitude (g = 980.6199 gals.).
 DO8897
 DO8897.The modeled gravity was interpolated from observed gravity values.
 DO8897
 DO8897;                    North         East    Units  Estimated Accuracy
 DO8897;SPC FL W     -   420,592.      230,511.      MT  (+/- 10 meters HH2 GPS)
 DO8897
 DO8897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3229511733(NAD 83)
 DO8897
 DO8897                          SUPERSEDED SURVEY CONTROL
 DO8897
 DO8897.No superseded survey control is available for this station.
 DO8897
 DO8897_MARKER: DD = SURVEY DISK
 DO8897_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO8897_SP_SET: MAILBOX SLAB
 DO8897_STAMPING: 17535 B 2012
 DO8897_MARK LOGO: FLDEP
 DO8897_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO8897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8897+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2012
 DO8897
 DO8897  HISTORY     - Date     Condition        Report By
 DO8897  HISTORY     - 20120720 MONUMENTED       FLDEP
 DO8897
 DO8897                          STATION DESCRIPTION
 DO8897
 DO8897'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8897'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTH-NORTHEAST OF WINTER HAVEN,
 DO8897'7.5 MI (12.1 KM) NORTHEAST OF AUBURNDALE, 5.8 MI (9.3 KM)
 DO8897'WEST-SOUTHWEST OF DAVENPORT, IN SECTION 14, TOWNSHIP 27 SOUTH, RANGE
 DO8897'26 EAST.
 DO8897'
 DO8897'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, WEST MAIN
 DO8897'STREET AND COUNTY ROAD 17 (OLD POLK CITY ROAD) IN HAINES CITY, GO WEST
 DO8897'AND NORTHWEST ON COUNTY ROAD 17 (OLD POLK CITY ROAD) FOR 2.4 MI (3.9
 DO8897'KM) TO THE JUNCTION OF LAKE LOWERY ROAD ON THE LEFT.  TURN LEFT ON
 DO8897'LAKE LOWERY ROAD AND GO WEST, SOUTH AND EAST FOR 3.8 MI (6.1 KM) TO
 DO8897'THE ENTRANCE ROAD OF OAK HARBOR CAMPGROUND.  CONTINUE EAST ON THE
 DO8897'CAMPGROUND ENTRANCE ROAD (ONE WAY) FOR 0.25 MI (0.4 KM) TO THE
 DO8897'JUNCTION OF ANOTHER ROAD ON THE LEFT.  TURN LEFT AND GO NORTH FOR 0.1
 DO8897'MI (0.2 KM) PAST THE CAMPGROUND OFFICE, TO A CANAL AND THE MARK, SET
 DO8897'IN THE TOP OF CONCRETE MAILBOX SLAB LEVEL WITH THE CAMPGROUND ROAD.
 DO8897'
 DO8897'LOCATED 42.4 FT (12.9 M) WEST OF SURVEY MARK 17535 A, 39.7 FT (12.1 M)
 DO8897'EAST OF A LONE PALM TREE, 24.8 FT (7.6 M) SOUTH OF A STAFF GAUGE, 9.9
 DO8897'FT (3.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE MAIN CAMPGROUND
 DO8897'ROAD AND 8.0 FT (2.4 M) SOUTH OF A WOODEN POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9256 ***********************************************************************
 DO9256  DESIGNATION -  17545 A
 DO9256  PID         -  DO9256
 DO9256  STATE/COUNTY-  FL/POLK
 DO9256  COUNTRY     -  US
 DO9256  USGS QUAD   -  SOCRUM (2018)
 DO9256
 DO9256                         *CURRENT SURVEY CONTROL
 DO9256  ______________________________________________________________________
 DO9256* NAD 83(1986) POSITION- 28 14 44.2    (N) 082 05 54.3    (W)   HD_HELD2
 DO9256* NAVD 88 ORTHO HEIGHT -    26.163 (meters)       85.84  (feet) ADJUSTED
 DO9256  ______________________________________________________________________
 DO9256  GEOID HEIGHT    -        -26.403 (meters)                     GEOID18
 DO9256  DYNAMIC HEIGHT  -         26.124 (meters)       85.71  (feet) COMP
 DO9256  MODELED GRAVITY -    979,172.1   (mgal)                       NAVD 88
 DO9256
 DO9256  VERT ORDER      -  SECOND    CLASS I
 DO9256
 DO9256.The horizontal coordinates were established by autonomous hand held GPS
 DO9256.observations and have an estimated accuracy of +/- 10 meters.
 DO9256
 DO9256.The orthometric height was determined by differential leveling and
 DO9256.adjusted by the NATIONAL GEODETIC SURVEY
 DO9256.in December 2013.
 DO9256
 DO9256.No vertical observational check was made to the station.
 DO9256
 DO9256.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9256.GEOID18 height accuracy estimate available here.
 DO9256
 DO9256.Click photographs - Photos may exist for this station.
 DO9256
 DO9256.The dynamic height is computed by dividing the NAVD 88
 DO9256.geopotential number by the normal gravity value computed on the
 DO9256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9256.degrees latitude (g = 980.6199 gals.).
 DO9256
 DO9256.The modeled gravity was interpolated from observed gravity values.
 DO9256
 DO9256;                    North         East    Units  Estimated Accuracy
 DO9256;SPC FL W     -   433,430.      190,342.      MT  (+/- 10 meters HH2 GPS)
 DO9256
 DO9256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9224324899(NAD 83)
 DO9256
 DO9256                          SUPERSEDED SURVEY CONTROL
 DO9256
 DO9256.No superseded survey control is available for this station.
 DO9256
 DO9256_MARKER: DD = SURVEY DISK
 DO9256_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO9256+WITH SETTING: INFORMATION.
 DO9256_STAMPING: 17545 A 2012
 DO9256_MARK LOGO: SWFWMD
 DO9256_PROJECTION: RECESSED
 DO9256_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO9256_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9256+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2012
 DO9256_ROD/PIPE-DEPTH: 2.6 meters
 DO9256
 DO9256  HISTORY     - Date     Condition        Report By
 DO9256  HISTORY     - 20120730 MONUMENTED       FLDEP
 DO9256
 DO9256                          STATION DESCRIPTION
 DO9256
 DO9256'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9256'THE MARK IS ABOUT 7.2 MI (11.6 KM) NORTHWEST OF SOCRUM, 5.1 MI (8.2
 DO9256'KM) EAST OF ZEPHYRHILLS, 1.1 MI (1.8 KM) SOUTH-SOUTHWEST OF
 DO9256'BRANCHBOROUGH, IN SECTION 3, TOWNSHIP 26 SOUTH, RANGE 22 EAST.
 DO9256'
 DO9256'TO REACH THE MARK FROM THE INTERSECTION OF GALL BOULEVARD (U.S.
 DO9256'HIGHWAY 301, STATE HIGHWAY 39) AND FIFTH AVENUE (STATE HIGHWAY 54) IN
 DO9256'ZEPHYRHILLS, GO NORTH ON GALL BOULEVARD (U.S. HIGHWAY 301, STATE
 DO9256'HIGHWAY 39) FOR 1.45 MI (2.3 KM) TO THE INTERSECTION OF COUNTY ROAD 54
 DO9256'ON THE RIGHT AND EILAND BOULEVARD ON THE LEFT.  TURN RIGHT ON COUNTY
 DO9256'ROAD 54 AND GO EAST FOR 2.5 MI (4.0 KM) TO THE INTERSECTION OF CHANCEY
 DO9256'ROAD ON THE RIGHT AND OLD LAKELAND HIGHWAY ON THE LEFT.  CONTINUE EAST
 DO9256'ON COUNTY ROAD 54 FOR 2.15 MI (3.5 KM) TO THE JUNCTION OF BERRY ROAD
 DO9256'ON THE LEFT.  CONTINUE EAST ON COUNTY ROAD 54 FOR 0.7 MI (1.1 KM) TO
 DO9256'THE JUNCTION OF HOWARD BOULEVARD ON THE RIGHT.  TURN RIGHT ON HOWARD
 DO9256'BOULEVARD AND GO SOUTH FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF A DIRT
 DO9256'ROAD ON THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO WEST FOR 146.0
 DO9256'FT (44.5 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DO9256'AT A DEPTH OF 8.6 FT (2.6 M) WITH AN ALUMINUM DISK ATTACHED AND
 DO9256'ENCASED IN A 0.4 FT (12 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DO9256'LEVEL OF THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DO9256'
 DO9256'LOCATED 153.6 FT (46.8 M) WEST OF THE APPROXIMATE CENTERLINE OF HOWARD
 DO9256'BOULEVARD, 116.0 FT (35.4 M) WEST OF A BARB WIRE FENCE, 23.2 FT (7.1
 DO9256'M) SOUTHWEST OF SURVEY MARK 17545 B, 8.5 FT (2.6 M) SOUTH-SOUTHEAST OF
 DO9256'SOUTHERN MOST WELL HEAD AND 1.0 FT (0.3 M) NORTHWEST OF A CARSONITE
 DO9256'WITNESS POST.
 DO9256'
 DO9256'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9256'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9255 ***********************************************************************
 DO9255  DESIGNATION -  17545 B
 DO9255  PID         -  DO9255
 DO9255  STATE/COUNTY-  FL/POLK
 DO9255  COUNTRY     -  US
 DO9255  USGS QUAD   -  SOCRUM (2018)
 DO9255
 DO9255                         *CURRENT SURVEY CONTROL
 DO9255  ______________________________________________________________________
 DO9255* NAD 83(1986) POSITION- 28 14 44.3    (N) 082 05 53.8    (W)   HD_HELD2
 DO9255* NAVD 88 ORTHO HEIGHT -    26.178 (meters)       85.89  (feet) ADJUSTED
 DO9255  ______________________________________________________________________
 DO9255  GEOID HEIGHT    -        -26.404 (meters)                     GEOID18
 DO9255  DYNAMIC HEIGHT  -         26.139 (meters)       85.76  (feet) COMP
 DO9255  MODELED GRAVITY -    979,172.1   (mgal)                       NAVD 88
 DO9255
 DO9255  VERT ORDER      -  SECOND    CLASS I
 DO9255
 DO9255.The horizontal coordinates were established by autonomous hand held GPS
 DO9255.observations and have an estimated accuracy of +/- 10 meters.
 DO9255
 DO9255.The orthometric height was determined by differential leveling and
 DO9255.adjusted by the NATIONAL GEODETIC SURVEY
 DO9255.in December 2013.
 DO9255
 DO9255.No vertical observational check was made to the station.
 DO9255
 DO9255.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9255.GEOID18 height accuracy estimate available here.
 DO9255
 DO9255.Click photographs - Photos may exist for this station.
 DO9255
 DO9255.The dynamic height is computed by dividing the NAVD 88
 DO9255.geopotential number by the normal gravity value computed on the
 DO9255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9255.degrees latitude (g = 980.6199 gals.).
 DO9255
 DO9255.The modeled gravity was interpolated from observed gravity values.
 DO9255
 DO9255;                    North         East    Units  Estimated Accuracy
 DO9255;SPC FL W     -   433,433.      190,356.      MT  (+/- 10 meters HH2 GPS)
 DO9255
 DO9255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9225624902(NAD 83)
 DO9255
 DO9255                          SUPERSEDED SURVEY CONTROL
 DO9255
 DO9255.No superseded survey control is available for this station.
 DO9255
 DO9255_MARKER: DD = SURVEY DISK
 DO9255_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9255_STAMPING: 17545 B 2012
 DO9255_MARK LOGO: SWFWMD
 DO9255_PROJECTION: RECESSED
 DO9255_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9255_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9255+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2012
 DO9255_ROD/PIPE-DEPTH: 3.8 meters
 DO9255
 DO9255  HISTORY     - Date     Condition        Report By
 DO9255  HISTORY     - 20120730 MONUMENTED       FLDEP
 DO9255
 DO9255                          STATION DESCRIPTION
 DO9255
 DO9255'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9255'THE MARK IS ABOUT 7.2 MI (11.6 KM) NORTHWEST OF SOCRUM, 5.1 MI (8.2
 DO9255'KM) EAST OF ZEPHYRHILLS, 1.1 MI (1.8 KM) SOUTH-SOUTHWEST OF
 DO9255'BRANCHBOROUGH, IN SECTION 3, TOWNSHIP 26 SOUTH, RANGE 22 EAST.    TO
 DO9255'REACH THE MARK FROM THE INTERSECTION OF GALL BOULEVARD (U.S. HIGHWAY
 DO9255'301, STATE HIGHWAY 39) AND FIFTH AVENUE (STATE HIGHWAY 54) IN
 DO9255'ZEPHYRHILLS, GO NORTH ON GALL BOULEVARD (U.S. HIGHWAY 301, STATE
 DO9255'HIGHWAY 39) FOR 1.45 MI (2.3 KM) TO THE INTERSECTION OF COUNTY ROAD 54
 DO9255'ON THE RIGHT AND EILAND BOULEVARD ON THE LEFT.  TURN RIGHT ON COUNTY
 DO9255'ROAD 54 AND GO EAST FOR 2.5 MI (4.0 KM) TO THE INTERSECTION OF CHANCEY
 DO9255'ROAD ON THE RIGHT AND OLD LAKELAND HIGHWAY ON THE LEFT.  CONTINUE EAST
 DO9255'ON COUNTY ROAD 54 FOR 2.15 MI (3.5 KM) TO THE JUNCTION OF BERRY ROAD
 DO9255'ON THE LEFT.  CONTINUE EAST ON COUNTY ROAD 54 FOR 0.7 MI (1.1 KM) TO
 DO9255'THE JUNCTION OF HOWARD BOULEVARD ON THE RIGHT.  TURN RIGHT ON HOWARD
 DO9255'BOULEVARD AND GO SOUTH FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF A DIRT
 DO9255'ROAD ON THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO WEST FOR 146.0
 DO9255'FT (44.5 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DO9255'AT A DEPTH OF 12.4 FT (3.8 M) WITH AN ALUMINUM DISK ATTACHED AND
 DO9255'ENCASED IN A 0.4 FT (12 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE
 DO9255'LEVEL OF THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DO9255'
 DO9255'LOCATED 146.6 FT (44.7 M) WEST OF THE APPROXIMATE CENTERLINE OF HOWARD
 DO9255'BOULEVARD, 102.5 FT (31.2 M) WEST OF A BARB WIRE FENCE, 23.2 FT (7.1
 DO9255'M) NORTHEAST OF SURVEY MARK 17545 A, 8.5 FT (2.6 M) EAST-NORTHEAST OF
 DO9255'THE NORTHERN MOST WELL HEAD AND 1.6 FT (0.5 M) WEST-NORTHWEST OF A
 DO9255'CARSONITE WITNESS POST.
 DO9255'
 DO9255'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9255'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9283 ***********************************************************************
 DO9283  DESIGNATION -  17564 A
 DO9283  PID         -  DO9283
 DO9283  STATE/COUNTY-  FL/POLK
 DO9283  COUNTRY     -  US
 DO9283  USGS QUAD   -  LAKELAND (2018)
 DO9283
 DO9283                         *CURRENT SURVEY CONTROL
 DO9283  ______________________________________________________________________
 DO9283* NAD 83(1986) POSITION- 28 06 40.7    (N) 081 55 52.5    (W)   HD_HELD2
 DO9283* NAVD 88 ORTHO HEIGHT -    38.622 (meters)      126.71  (feet) ADJUSTED
 DO9283  ______________________________________________________________________
 DO9283  GEOID HEIGHT    -        -26.465 (meters)                     GEOID18
 DO9283  DYNAMIC HEIGHT  -         38.564 (meters)      126.52  (feet) COMP
 DO9283  MODELED GRAVITY -    979,160.6   (mgal)                       NAVD 88
 DO9283
 DO9283  VERT ORDER      -  SECOND    CLASS I
 DO9283
 DO9283.The horizontal coordinates were established by autonomous hand held GPS
 DO9283.observations and have an estimated accuracy of +/- 10 meters.
 DO9283
 DO9283.The orthometric height was determined by differential leveling and
 DO9283.adjusted by the NATIONAL GEODETIC SURVEY
 DO9283.in January 2014.
 DO9283
 DO9283.No vertical observational check was made to the station.
 DO9283
 DO9283.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9283.GEOID18 height accuracy estimate available here.
 DO9283
 DO9283.Click photographs - Photos may exist for this station.
 DO9283
 DO9283.The dynamic height is computed by dividing the NAVD 88
 DO9283.geopotential number by the normal gravity value computed on the
 DO9283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9283.degrees latitude (g = 980.6199 gals.).
 DO9283
 DO9283.The modeled gravity was interpolated from observed gravity values.
 DO9283
 DO9283;                    North         East    Units  Estimated Accuracy
 DO9283;SPC FL W     -   418,545.      206,755.      MT  (+/- 10 meters HH2 GPS)
 DO9283
 DO9283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0852909882(NAD 83)
 DO9283
 DO9283                          SUPERSEDED SURVEY CONTROL
 DO9283
 DO9283.No superseded survey control is available for this station.
 DO9283
 DO9283_MARKER: DD = SURVEY DISK
 DO9283_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9283_STAMPING: 17564 A 2012
 DO9283_MARK LOGO: SWFWMD
 DO9283_PROJECTION: RECESSED 8 CENTIMETERS
 DO9283_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9283+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2012
 DO9283_ROD/PIPE-DEPTH: 12.4 meters
 DO9283
 DO9283  HISTORY     - Date     Condition        Report By
 DO9283  HISTORY     - 20120808 MONUMENTED       FLDEP
 DO9283
 DO9283                          STATION DESCRIPTION
 DO9283
 DO9283'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9283'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF SOCRUM, 5.1 MI (8.2
 DO9283'KM) NORTH-NORTHEAST OF LAKELAND, 3.9 MI (6.3 KM) SOUTHEAST OF
 DO9283'PROVIDENCE, IN SECTION 29, TOWNSHIP 27 SOUTH, RANGE 24 EAST.
 DO9283'
 DO9283'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND NORTH
 DO9283'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON NORTH COMBEE
 DO9283'ROAD FOR 5.0 MI (8.0 KM) TO THE T-JUNCTION OF STATE ROAD 33.  TURN
 DO9283'LEFT ON STATE ROAD 33 AND GO WEST FOR 1.5 MI (2.4 KM) TO THE JUNCTION
 DO9283'OF WOOD CIRCLE EAST ON THE RIGHT.  TURN RIGHT ON WOOD CIRCLE EAST AND
 DO9283'GO NORTH FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM
 DO9283'ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 40.7 FT (12.4 M) ENCASED IN
 DO9283'A 4-INCH (10 CM) PVC PIPE, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF
 DO9283'THE GROUND AND 9.1 FT (2.8 M) BELOW THE LEVEL OF WOOD CIRCLE EAST.
 DO9283'
 DO9283'LOCATED 358.1 NORTH OF THE APPROXIMATE CENTERLINE OF WOOD CIRCLE EAST,
 DO9283'47.9 FT (14.6 M) WEST OF SURVEY MARK 17564 B, 23.6 FT (7.2 M) WEST OF
 DO9283'THE APPROXIMATE CENTERLINE OF THE BOAT RAMP, 2.0 FT (0.6 M) EAST OF A
 DO9283'CYCLONE FENCE AND 1.8 FT (0.5 M) EAST OF A CARSONITE WITNESS POST.
 DO9283'
 DO9283'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9282 ***********************************************************************
 DO9282  DESIGNATION -  17564 B
 DO9282  PID         -  DO9282
 DO9282  STATE/COUNTY-  FL/POLK
 DO9282  COUNTRY     -  US
 DO9282  USGS QUAD   -  LAKELAND (2018)
 DO9282
 DO9282                         *CURRENT SURVEY CONTROL
 DO9282  ______________________________________________________________________
 DO9282* NAD 83(1986) POSITION- 28 06 40.6    (N) 081 55 52.0    (W)   HD_HELD2
 DO9282* NAVD 88 ORTHO HEIGHT -    38.472 (meters)      126.22  (feet) ADJUSTED
 DO9282  ______________________________________________________________________
 DO9282  GEOID HEIGHT    -        -26.465 (meters)                     GEOID18
 DO9282  DYNAMIC HEIGHT  -         38.415 (meters)      126.03  (feet) COMP
 DO9282  MODELED GRAVITY -    979,160.6   (mgal)                       NAVD 88
 DO9282
 DO9282  VERT ORDER      -  SECOND    CLASS I
 DO9282
 DO9282.The horizontal coordinates were established by autonomous hand held GPS
 DO9282.observations and have an estimated accuracy of +/- 10 meters.
 DO9282
 DO9282.The orthometric height was determined by differential leveling and
 DO9282.adjusted by the NATIONAL GEODETIC SURVEY
 DO9282.in January 2014.
 DO9282
 DO9282.No vertical observational check was made to the station.
 DO9282
 DO9282.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9282.GEOID18 height accuracy estimate available here.
 DO9282
 DO9282.Click photographs - Photos may exist for this station.
 DO9282
 DO9282.The dynamic height is computed by dividing the NAVD 88
 DO9282.geopotential number by the normal gravity value computed on the
 DO9282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9282.degrees latitude (g = 980.6199 gals.).
 DO9282
 DO9282.The modeled gravity was interpolated from observed gravity values.
 DO9282
 DO9282;                    North         East    Units  Estimated Accuracy
 DO9282;SPC FL W     -   418,542.      206,769.      MT  (+/- 10 meters HH2 GPS)
 DO9282
 DO9282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0854209879(NAD 83)
 DO9282
 DO9282                          SUPERSEDED SURVEY CONTROL
 DO9282
 DO9282.No superseded survey control is available for this station.
 DO9282
 DO9282_MARKER: DD = SURVEY DISK
 DO9282_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9282_STAMPING: 17564 B 2012
 DO9282_MARK LOGO: SWFWMD
 DO9282_PROJECTION: RECESSED 8 CENTIMETERS
 DO9282_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9282+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2012
 DO9282_ROD/PIPE-DEPTH: 11.1 meters
 DO9282
 DO9282  HISTORY     - Date     Condition        Report By
 DO9282  HISTORY     - 20120808 MONUMENTED       FLDEP
 DO9282
 DO9282                          STATION DESCRIPTION
 DO9282
 DO9282'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9282'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTHEAST OF SOCRUM, 5.1 MI (8.2
 DO9282'KM) NORTH-NORTHEAST OF LAKELAND, 3.9 MI (6.3 KM) SOUTHEAST OF
 DO9282'PROVIDENCE, IN SECTION 29, TOWNSHIP 27 SOUTH, RANGE 24 EAST.
 DO9282'
 DO9282'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND NORTH
 DO9282'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON NORTH COMBEE
 DO9282'ROAD FOR 5.0 MI (8.0 KM) TO THE T-JUNCTION OF STATE ROAD 33.  TURN
 DO9282'LEFT ON STATE ROAD 33 AND GO WEST FOR 1.5 MI (2.4 KM) TO THE JUNCTION
 DO9282'OF WOOD CIRCLE EAST ON THE RIGHT.  TURN RIGHT ON WOOD CIRCLE EAST AND
 DO9282'GO NORTH FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM
 DO9282'ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 36.5 FT (11.1 M) ENCASED IN
 DO9282'A 4-INCH (10 CM) PVC PIPE, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF
 DO9282'THE GROUND AND 9.0 FT (2.7 M) BELOW THE LEVEL OF WOOD CIRCLE EAST.
 DO9282'
 DO9282'LOCATED 355.0 FT (108.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF WOOD
 DO9282'CIRCLE EAST, 47.9 FT (14.6 M) EAST OF SURVEY MARK 17564 A, 24.7 FT
 DO9282'(7.5 M) EAST OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP, 1.8 FT
 DO9282'(0.5 M) WEST OF A CYCLONE FENCE AND 1.7 FT (0.5 M) WEST OF A CARSONITE
 DO9282'WITNESS POST.
 DO9282'
 DO9282'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9285 ***********************************************************************
 DO9285  DESIGNATION -  17567 A
 DO9285  PID         -  DO9285
 DO9285  STATE/COUNTY-  FL/POLK
 DO9285  COUNTRY     -  US
 DO9285  USGS QUAD   -  LAKELAND (2018)
 DO9285
 DO9285                         *CURRENT SURVEY CONTROL
 DO9285  ______________________________________________________________________
 DO9285* NAD 83(1986) POSITION- 28 07 06.1    (N) 081 54 29.5    (W)   HD_HELD2
 DO9285* NAVD 88 ORTHO HEIGHT -    41.374 (meters)      135.74  (feet) ADJUSTED
 DO9285  ______________________________________________________________________
 DO9285  GEOID HEIGHT    -        -26.543 (meters)                     GEOID18
 DO9285  DYNAMIC HEIGHT  -         41.313 (meters)      135.54  (feet) COMP
 DO9285  MODELED GRAVITY -    979,159.6   (mgal)                       NAVD 88
 DO9285
 DO9285  VERT ORDER      -  SECOND    CLASS I
 DO9285
 DO9285.The horizontal coordinates were established by autonomous hand held GPS
 DO9285.observations and have an estimated accuracy of +/- 10 meters.
 DO9285
 DO9285.The orthometric height was determined by differential leveling and
 DO9285.adjusted by the NATIONAL GEODETIC SURVEY
 DO9285.in January 2014.
 DO9285
 DO9285.No vertical observational check was made to the station.
 DO9285
 DO9285.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9285.GEOID18 height accuracy estimate available here.
 DO9285
 DO9285.Click photographs - Photos may exist for this station.
 DO9285
 DO9285.The dynamic height is computed by dividing the NAVD 88
 DO9285.geopotential number by the normal gravity value computed on the
 DO9285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9285.degrees latitude (g = 980.6199 gals.).
 DO9285
 DO9285.The modeled gravity was interpolated from observed gravity values.
 DO9285
 DO9285;                    North         East    Units  Estimated Accuracy
 DO9285;SPC FL W     -   419,328.      209,020.      MT  (+/- 10 meters HH2 GPS)
 DO9285
 DO9285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1079910647(NAD 83)
 DO9285
 DO9285                          SUPERSEDED SURVEY CONTROL
 DO9285
 DO9285.No superseded survey control is available for this station.
 DO9285
 DO9285_MARKER: DD = SURVEY DISK
 DO9285_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9285_STAMPING: 17567 A 2012
 DO9285_MARK LOGO: SWFWMD
 DO9285_PROJECTION: RECESSED 8 CENTIMETERS
 DO9285_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9285+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 DO9285_ROD/PIPE-DEPTH: 5.0 meters
 DO9285
 DO9285  HISTORY     - Date     Condition        Report By
 DO9285  HISTORY     - 20120731 MONUMENTED       FLDEP
 DO9285
 DO9285                          STATION DESCRIPTION
 DO9285
 DO9285'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9285'THE MARK IS ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF POLK CITY, 6.0 MI (9.7
 DO9285'KM) NORTH-NORTHEAST OF LAKELAND, 4.7 MI (7.6 KM) EAST-SOUTHEAST OF
 DO9285'PROVIDENCE, IN SECTION 21, TOWNSHIP 27 SOUTH, RANGE 24 EAST.
 DO9285'
 DO9285'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 NORTH
 DO9285'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON NORTH COMBEE
 DO9285'ROAD (STATE ROAD 659) FOR 5.1 MI (8.2 KM) TO THE T-JUNCTION OF STATE
 DO9285'ROAD 33 AND THE MARK IN THE NORTHWEST CORNER, AN ALUMINUM ALLOY ROD
 DO9285'DRIVEN TO REFUSAL AT A DEPTH OF 16.5 FT (5.0 M) ENCASED IN A 4-INCH
 DO9285'(10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND
 DO9285'AND 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD 33.
 DO9285'
 DO9285'LOCATED 80.8 FT (24.6 M) NORTH-NORTHEAST OF SURVEY MARK 17567 B, 60.0
 DO9285'FT (18.3 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 DO9285'33 WESTBOUND LANE, 30.3 FT (9.2 M) WEST-NORTHWEST OF THE WEST EDGE OF
 DO9285'THE PAVEMENT, 12.8 FT (3.9 M) NORTH-NORTHEAST OF WELL HEAD 17567 AND
 DO9285'1.4 FT (0.4 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 DO9285'
 DO9285'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9284 ***********************************************************************
 DO9284  DESIGNATION -  17567 B
 DO9284  PID         -  DO9284
 DO9284  STATE/COUNTY-  FL/POLK
 DO9284  COUNTRY     -  US
 DO9284  USGS QUAD   -  LAKELAND (2018)
 DO9284
 DO9284                         *CURRENT SURVEY CONTROL
 DO9284  ______________________________________________________________________
 DO9284* NAD 83(1986) POSITION- 28 07 05.4    (N) 081 54 29.8    (W)   HD_HELD2
 DO9284* NAVD 88 ORTHO HEIGHT -    41.656 (meters)      136.67  (feet) ADJUSTED
 DO9284  ______________________________________________________________________
 DO9284  GEOID HEIGHT    -        -26.542 (meters)                     GEOID18
 DO9284  DYNAMIC HEIGHT  -         41.594 (meters)      136.46  (feet) COMP
 DO9284  MODELED GRAVITY -    979,159.6   (mgal)                       NAVD 88
 DO9284
 DO9284  VERT ORDER      -  SECOND    CLASS I
 DO9284
 DO9284.The horizontal coordinates were established by autonomous hand held GPS
 DO9284.observations and have an estimated accuracy of +/- 10 meters.
 DO9284
 DO9284.The orthometric height was determined by differential leveling and
 DO9284.adjusted by the NATIONAL GEODETIC SURVEY
 DO9284.in January 2014.
 DO9284
 DO9284.No vertical observational check was made to the station.
 DO9284
 DO9284.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9284.GEOID18 height accuracy estimate available here.
 DO9284
 DO9284.Click photographs - Photos may exist for this station.
 DO9284
 DO9284.The dynamic height is computed by dividing the NAVD 88
 DO9284.geopotential number by the normal gravity value computed on the
 DO9284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9284.degrees latitude (g = 980.6199 gals.).
 DO9284
 DO9284.The modeled gravity was interpolated from observed gravity values.
 DO9284
 DO9284;                    North         East    Units  Estimated Accuracy
 DO9284;SPC FL W     -   419,307.      209,012.      MT  (+/- 10 meters HH2 GPS)
 DO9284
 DO9284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1079110625(NAD 83)
 DO9284
 DO9284                          SUPERSEDED SURVEY CONTROL
 DO9284
 DO9284.No superseded survey control is available for this station.
 DO9284
 DO9284_MARKER: DD = SURVEY DISK
 DO9284_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9284_STAMPING: 17567 B 2912
 DO9284_MARK LOGO: SWFWMD
 DO9284_PROJECTION: RECESSED 5 CENTIMETERS
 DO9284_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9284+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 DO9284_ROD/PIPE-DEPTH: 6.2 meters
 DO9284
 DO9284  HISTORY     - Date     Condition        Report By
 DO9284  HISTORY     - 20120731 MONUMENTED       FLDEP
 DO9284
 DO9284                          STATION DESCRIPTION
 DO9284
 DO9284'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9284'THE MARK IS ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF POLK CITY, 6.0 MI (9.7
 DO9284'KM) NORTH-NORTHEAST OF LAKELAND, 4.7 MI (7.6 KM) EAST-SOUTHEAST OF
 DO9284'PROVIDENCE, IN SECTION 21, TOWNSHIP 27 SOUTH, RANGE 24 EAST.
 DO9284'
 DO9284'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 NORTH
 DO9284'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON NORTH COMBEE
 DO9284'ROAD (STATE ROAD 659) FOR 5.1 MI (8.2 KM) TO THE T-JUNCTION OF STATE
 DO9284'ROAD 33 AND THE MARK IN THE NORTHWEST CORNER, AN ALUMINUM ALLOY ROD
 DO9284'DRIVEN TO REFUSAL AT A DEPTH OF 20.3 FT (6.2 M) ENCASED IN A 4-INCH
 DO9284'(10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DO9284'AND 0.4 FT (12 CM) BELOW THE LEVEL OF STATE ROAD 33.
 DO9284'
 DO9284'LOCATED 80.8 FT (24.6 M) SOUTH-SOUTHWEST OF SURVEY MARK 17567 A, 59.9
 DO9284'FT (18.3 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 DO9284'WESTBOUND LANES OF VILLAGE LAKE BOULEVARD, 59.2 FT (18.0 M)
 DO9284'WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 33
 DO9284'WESTBOUND LANES, 16.0 FT (4.9 M) SOUTHWEST OF WELL HEAD 17568, 8.6 FT
 DO9284'(2.6 M) EAST-SOUTHEAST OF A CONCRETE UTILITY POLE AND 2.1 FT (0.6 M)
 DO9284'EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 DO9284'
 DO9284'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9291 ***********************************************************************
 DO9291  DESIGNATION -  17570 A
 DO9291  PID         -  DO9291
 DO9291  STATE/COUNTY-  FL/POLK
 DO9291  COUNTRY     -  US
 DO9291  USGS QUAD   -  POLK CITY (2018)
 DO9291
 DO9291                         *CURRENT SURVEY CONTROL
 DO9291  ______________________________________________________________________
 DO9291* NAD 83(1986) POSITION- 28 10 24.5    (N) 081 48 21.9    (W)   HD_HELD2
 DO9291* NAVD 88 ORTHO HEIGHT -    47.112 (meters)      154.57  (feet) ADJUSTED
 DO9291  ______________________________________________________________________
 DO9291  GEOID HEIGHT    -        -26.928 (meters)                     GEOID18
 DO9291  DYNAMIC HEIGHT  -         47.042 (meters)      154.34  (feet) COMP
 DO9291  MODELED GRAVITY -    979,154.0   (mgal)                       NAVD 88
 DO9291
 DO9291  VERT ORDER      -  FIRST     CLASS II
 DO9291
 DO9291.The horizontal coordinates were established by autonomous hand held GPS
 DO9291.observations and have an estimated accuracy of +/- 10 meters.
 DO9291
 DO9291.The orthometric height was determined by differential leveling and
 DO9291.adjusted by the NATIONAL GEODETIC SURVEY
 DO9291.in December 2013.
 DO9291
 DO9291.No vertical observational check was made to the station.
 DO9291
 DO9291.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9291.GEOID18 height accuracy estimate available here.
 DO9291
 DO9291.Click photographs - Photos may exist for this station.
 DO9291
 DO9291.The dynamic height is computed by dividing the NAVD 88
 DO9291.geopotential number by the normal gravity value computed on the
 DO9291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9291.degrees latitude (g = 980.6199 gals.).
 DO9291
 DO9291.The modeled gravity was interpolated from observed gravity values.
 DO9291
 DO9291;                    North         East    Units  Estimated Accuracy
 DO9291;SPC FL W     -   425,447.      219,042.      MT  (+/- 10 meters HH2 GPS)
 DO9291
 DO9291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2086916681(NAD 83)
 DO9291
 DO9291                          SUPERSEDED SURVEY CONTROL
 DO9291
 DO9291.No superseded survey control is available for this station.
 DO9291
 DO9291_MARKER: DD = SURVEY DISK
 DO9291_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9291_STAMPING: 17570 A 2012
 DO9291_MARK LOGO: SFLWMD
 DO9291_PROJECTION: RECESSED 5 CENTIMETERS
 DO9291_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9291+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2012
 DO9291_ROD/PIPE-DEPTH: 4.2 meters
 DO9291
 DO9291  HISTORY     - Date     Condition        Report By
 DO9291  HISTORY     - 20121222 MONUMENTED       FLDEP
 DO9291
 DO9291                          STATION DESCRIPTION
 DO9291
 DO9291'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9291'THE MARK IS ABOUT 9.4 MI (15.1 KM) SOUTH-SOUTHEAST OF POYNER, 7.5 MI
 DO9291'(12.1 KM) NORTH OF AUBURNDALE, 1.3 MI (2.1 KM) EAST-SOUTHEAST OF POLK
 DO9291'CITY, IN SECTION 33, TOWNSHIP 26 SOUTH, RANGE 25 EAST.
 DO9291'
 DO9291'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DO9291'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DO9291'SOUTHEAST ON COUNTY ROAD 559 (BROADWAY BOULEVARD) FOR 0.75 MI (1.2 KM)
 DO9291'TO THE INTERSECTION OF LAKESHORE DRIVE ON THE RIGHT AND CAMP GILEAD
 DO9291'DRIVE ON THE LEFT.  TURN LEFT ON CAMP GILEAD DRIVE AND GO EAST FOR 0.5
 DO9291'MI (0.8 KM) TO 1444 CAMP GILEAD DRIVE ON THE LEFT AND THE ENTRANCE TO
 DO9291'CAMP GILEAD CHRISTIAN CAMP ON THE LEFT.  TURN LEFT ON THE ENTRANCE
 DO9291'ROAD TO CAMP GILEAD CHRISTIAN CAMP AND GO EASTERLY FOR ABOUT 200.0 FT
 DO9291'(61.0 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DO9291'A DEPTH OF 13.9 FT (4.2 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DO9291'(10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND.
 DO9291'LOCATED 188.0 FT (57.3 M) WEST OF A STAFF GAUGE, 135.5 FT (41.3 M)
 DO9291'WEST OF SURVEY MARK 17570 B, 66.0 FT (20.1 M) NORTHWEST OF THE
 DO9291'NORTHWEST CORNER OF THE CLUB HOUSE BUILDING, 5.5 FT (1.7 M) SOUTH OF
 DO9291'POWER POLE NUMBER 659266 AND 5.0 FT (1.5 M) SOUTH OF A CARSONITE
 DO9291'WITNESS POST.
 DO9291'
 DO9291'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9291'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9292 ***********************************************************************
 DO9292  DESIGNATION -  17570 B
 DO9292  PID         -  DO9292
 DO9292  STATE/COUNTY-  FL/POLK
 DO9292  COUNTRY     -  US
 DO9292  USGS QUAD   -  POLK CITY (2018)
 DO9292
 DO9292                         *CURRENT SURVEY CONTROL
 DO9292  ______________________________________________________________________
 DO9292* NAD 83(1986) POSITION- 28 10 24.8    (N) 081 48 20.4    (W)   HD_HELD2
 DO9292* NAVD 88 ORTHO HEIGHT -    44.464 (meters)      145.88  (feet) ADJUSTED
 DO9292  ______________________________________________________________________
 DO9292  GEOID HEIGHT    -        -26.929 (meters)                     GEOID18
 DO9292  DYNAMIC HEIGHT  -         44.398 (meters)      145.66  (feet) COMP
 DO9292  MODELED GRAVITY -    979,153.9   (mgal)                       NAVD 88
 DO9292
 DO9292  VERT ORDER      -  FIRST     CLASS II
 DO9292
 DO9292.The horizontal coordinates were established by autonomous hand held GPS
 DO9292.observations and have an estimated accuracy of +/- 10 meters.
 DO9292
 DO9292.The orthometric height was determined by differential leveling and
 DO9292.adjusted by the NATIONAL GEODETIC SURVEY
 DO9292.in December 2013.
 DO9292
 DO9292.No vertical observational check was made to the station.
 DO9292
 DO9292.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9292.GEOID18 height accuracy estimate available here.
 DO9292
 DO9292.Click photographs - Photos may exist for this station.
 DO9292
 DO9292.The dynamic height is computed by dividing the NAVD 88
 DO9292.geopotential number by the normal gravity value computed on the
 DO9292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9292.degrees latitude (g = 980.6199 gals.).
 DO9292
 DO9292.The modeled gravity was interpolated from observed gravity values.
 DO9292
 DO9292;                    North         East    Units  Estimated Accuracy
 DO9292;SPC FL W     -   425,457.      219,083.      MT  (+/- 10 meters HH2 GPS)
 DO9292
 DO9292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2091016690(NAD 83)
 DO9292
 DO9292                          SUPERSEDED SURVEY CONTROL
 DO9292
 DO9292.No superseded survey control is available for this station.
 DO9292
 DO9292_MARKER: DD = SURVEY DISK
 DO9292_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9292_STAMPING: 17570 B 2012
 DO9292_MARK LOGO: SFLWMD
 DO9292_PROJECTION: RECESSED 3 CENTIMETERS
 DO9292_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9292_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9292+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2012
 DO9292_ROD/PIPE-DEPTH: 4.4 meters
 DO9292
 DO9292  HISTORY     - Date     Condition        Report By
 DO9292  HISTORY     - 20121218 MONUMENTED       FLDEP
 DO9292
 DO9292                          STATION DESCRIPTION
 DO9292
 DO9292'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9292'THE MARK IS ABOUT 9.4 MI (15.1 KM) SOUTH-SOUTHEAST OF POYNER, 7.5 MI
 DO9292'(12.1 KM) NORTH OF AUBURNDALE, 1.3 MI (2.1 KM) EAST-SOUTHEAST OF POLK
 DO9292'CITY, IN SECTION 34, TOWNSHIP 26 SOUTH, RANGE 25 EAST.
 DO9292'
 DO9292'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DO9292'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DO9292'SOUTHEAST ON COUNTY ROAD 559 (BROADWAY BOULEVARD) FOR 0.75 MI (1.2 KM)
 DO9292'TO THE INTERSECTION OF LAKESHORE DRIVE ON THE RIGHT AND CAMP GILEAD
 DO9292'DRIVE ON THE LEFT.  TURN LEFT ON CAMP GILEAD DRIVE AND GO EAST FOR 0.5
 DO9292'MI (0.8 KM) TO 1444 CAMP GILEAD DRIVE ON THE LEFT AND THE ENTRANCE TO
 DO9292'CAMP GILEAD CHRISTIAN CAMP ON THE LEFT.  TURN LEFT ON THE ENTRANCE
 DO9292'ROAD TO CAMP GILEAD CHRISTIAN CAMP AND GO EASTERLY FOR ABOUT 375.0 FT
 DO9292'(114.3 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DO9292'AT A DEPTH OF 14.3 FT (4.4 M) WITH AN ALUMINUM DISK ENCASED IN A
 DO9292'4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DO9292'GROUND.
 DO9292'
 DO9292'LOCATED 135.5 FT (41.3 M) EAST OF SURVEY MARK 17570 A, 59.6 FT (18.2
 DO9292'M) WEST-NORTHWEST OF A STAFF GAUGE, 24.2 FT (7.4 M) NORTH OF THE NORTH
 DO9292'EDGE OF A CONCRETE BOAT RAMP, 6.2 FT (1.9 M) SOUTH-SOUTHWEST OF A
 DO9292'METAL LIGHT POLE AND 5.3 FT (1.6 M) SOUTH-SOUTHWEST OF A CARSONITE
 DO9292'WITNESS POST.
 DO9292'
 DO9292'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9292'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9280 ***********************************************************************
 DO9280  DESIGNATION -  17571 A
 DO9280  PID         -  DO9280
 DO9280  STATE/COUNTY-  FL/POLK
 DO9280  COUNTRY     -  US
 DO9280  USGS QUAD   -  SOCRUM (2018)
 DO9280
 DO9280                         *CURRENT SURVEY CONTROL
 DO9280  ______________________________________________________________________
 DO9280* NAD 83(1986) POSITION- 28 10 57.7    (N) 082 00 43.5    (W)   HD_HELD2
 DO9280* NAVD 88 ORTHO HEIGHT -    35.217 (meters)      115.54  (feet) ADJUSTED
 DO9280  ______________________________________________________________________
 DO9280  GEOID HEIGHT    -        -26.463 (meters)                     GEOID18
 DO9280  DYNAMIC HEIGHT  -         35.164 (meters)      115.37  (feet) COMP
 DO9280  MODELED GRAVITY -    979,164.1   (mgal)                       NAVD 88
 DO9280
 DO9280  VERT ORDER      -  SECOND    CLASS I
 DO9280
 DO9280.The horizontal coordinates were established by autonomous hand held GPS
 DO9280.observations and have an estimated accuracy of +/- 10 meters.
 DO9280
 DO9280.The orthometric height was determined by differential leveling and
 DO9280.adjusted by the NATIONAL GEODETIC SURVEY
 DO9280.in January 2014.
 DO9280
 DO9280.No vertical observational check was made to the station.
 DO9280
 DO9280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9280.GEOID18 height accuracy estimate available here.
 DO9280
 DO9280.Click photographs - Photos may exist for this station.
 DO9280
 DO9280.The dynamic height is computed by dividing the NAVD 88
 DO9280.geopotential number by the normal gravity value computed on the
 DO9280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9280.degrees latitude (g = 980.6199 gals.).
 DO9280
 DO9280.The modeled gravity was interpolated from observed gravity values.
 DO9280
 DO9280;                    North         East    Units  Estimated Accuracy
 DO9280;SPC FL W     -   426,454.      198,814.      MT  (+/- 10 meters HH2 GPS)
 DO9280
 DO9280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0065417855(NAD 83)
 DO9280
 DO9280                          SUPERSEDED SURVEY CONTROL
 DO9280
 DO9280.No superseded survey control is available for this station.
 DO9280
 DO9280_MARKER: DD = SURVEY DISK
 DO9280_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9280_STAMPING: 17571 A 2012
 DO9280_MARK LOGO: SWFWMD
 DO9280_PROJECTION: RECESSED 8 CENTIMETERS
 DO9280_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9280_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9280+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 DO9280_ROD/PIPE-DEPTH: 3.9 meters
 DO9280
 DO9280  HISTORY     - Date     Condition        Report By
 DO9280  HISTORY     - 20120731 MONUMENTED       FLDEP
 DO9280
 DO9280                          STATION DESCRIPTION
 DO9280
 DO9280'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9280'THE MARK IS ABOUT 7.1 MI (11.4 KM) SOUTHEAST OF BRANCHBOROUGH, 3.1 MI
 DO9280'(5.0 KM) NORTHWEST OF PROVIDENCE, 1.1 MI (1.8 KM) NORTH-NORTHEAST OF
 DO9280'SOCRUM, IN SECTION 33, TOWNSHIP 26 SOUTH, RANGE 23 EAST.
 DO9280'
 DO9280'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 4 OVERPASS (EXIT
 DO9280'32) AND U.S. HIGHWAY 98 IN LAKELAND, GO NORTHERLY ON U.S. HIGHWAY 98
 DO9280'FOR 5.65 MI (9.1 KM) TO THE JUNCTION OF COUNTY ROAD 35A ON THE LEFT.
 DO9280'CONTINUE NORTHWEST ON U.S. HIGHWAY 98 FOR 2.5 MI (4.0 KM) TO THE
 DO9280'INTERSECTION OF ROCKRIDGE ROAD.  TURN LEFT ON ROCKRIDGE ROAD AND GO
 DO9280'WEST FOR 0.9 MI (1.4 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ALLOY
 DO9280'ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.7 FT (3.9 M) ENCASED IN A
 DO9280'4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DO9280'GROUND AND 5.7 FT (1.7 M) BELOW THE LEVEL OF ROCKRIDGE ROAD.
 DO9280'
 DO9280'LOCATED 44.0 FT (13.4 M) WEST-SOUTHWEST OF A MONITORING STATION, 30.5
 DO9280'FT (9.3 M) NORTHEAST OF SURVEY MARK 17571 B, 28.1 FT (8.6 M) NORTHWEST
 DO9280'OF THE APPROXIMATE CENTERLINE OF ROCKRIDGE ROAD, 1.4 FT (0.4 M)
 DO9280'SOUTHEAST OF A WOODEN RAIL FENCE AND 1.3 FT (0.4 M) SOUTHEAST OF A
 DO9280'CARSONITE WITNESS POST.
 DO9280'
 DO9280'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9279 ***********************************************************************
 DO9279  DESIGNATION -  17571 B
 DO9279  PID         -  DO9279
 DO9279  STATE/COUNTY-  FL/POLK
 DO9279  COUNTRY     -  US
 DO9279  USGS QUAD   -  SOCRUM (2018)
 DO9279
 DO9279                         *CURRENT SURVEY CONTROL
 DO9279  ______________________________________________________________________
 DO9279* NAD 83(1986) POSITION- 28 10 57.40   (N) 082 00 43.62   (W)   HD_HELD1
 DO9279* NAVD 88 ORTHO HEIGHT -    35.205 (meters)      115.50  (feet) ADJUSTED
 DO9279  ______________________________________________________________________
 DO9279  GEOID HEIGHT    -        -26.462 (meters)                     GEOID18
 DO9279  DYNAMIC HEIGHT  -         35.153 (meters)      115.33  (feet) COMP
 DO9279  MODELED GRAVITY -    979,164.1   (mgal)                       NAVD 88
 DO9279
 DO9279  VERT ORDER      -  SECOND    CLASS I
 DO9279
 DO9279.The horizontal coordinates were determined by differentially corrected
 DO9279.hand held GPS observations or other comparable positioning techniques
 DO9279.and have an estimated accuracy of +/- 3 meters.
 DO9279
 DO9279.The orthometric height was determined by differential leveling and
 DO9279.adjusted by the NATIONAL GEODETIC SURVEY
 DO9279.in January 2014.
 DO9279
 DO9279.No vertical observational check was made to the station.
 DO9279
 DO9279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9279.GEOID18 height accuracy estimate available here.
 DO9279
 DO9279.Click photographs - Photos may exist for this station.
 DO9279
 DO9279.The dynamic height is computed by dividing the NAVD 88
 DO9279.geopotential number by the normal gravity value computed on the
 DO9279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9279.degrees latitude (g = 980.6199 gals.).
 DO9279
 DO9279.The modeled gravity was interpolated from observed gravity values.
 DO9279
 DO9279;                    North         East    Units  Estimated Accuracy
 DO9279;SPC FL W     -   426,445.0     198,810.3     MT  (+/- 3 meters HH1 GPS) 
 DO9279
 DO9279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0065117845(NAD 83)
 DO9279
 DO9279                          SUPERSEDED SURVEY CONTROL
 DO9279
 DO9279.No superseded survey control is available for this station.
 DO9279
 DO9279_MARKER: DD = SURVEY DISK
 DO9279_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9279_STAMPING: 17571 B 2012
 DO9279_MARK LOGO: SWFWMD
 DO9279_PROJECTION: RECESSED 8 CENTIMETERS
 DO9279_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9279_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9279+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 DO9279_ROD/PIPE-DEPTH: 5.0 meters
 DO9279
 DO9279  HISTORY     - Date     Condition        Report By
 DO9279  HISTORY     - 20120731 MONUMENTED       FLDEP
 DO9279
 DO9279                          STATION DESCRIPTION
 DO9279
 DO9279'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9279'THE MARK IS ABOUT 7.1 MI (11.4 KM) SOUTHEAST OF BRANCHBOROUGH, 3.1 MI
 DO9279'(5.0 KM) NORTHWEST OF PROVIDENCE, 1.1 MI (1.8 KM) NORTH-NORTHEAST OF
 DO9279'SOCRUM, IN SECTION 33, TOWNSHIP 26 SOUTH, RANGE 23 EAST.
 DO9279'
 DO9279'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 4 OVERPASS (EXIT
 DO9279'32) AND U.S. HIGHWAY 98 IN LAKELAND, GO NORTHERLY ON U.S. HIGHWAY 98
 DO9279'FOR 5.65 MI (9.1 KM) TO THE JUNCTION OF COUNTY ROAD 35A ON THE LEFT.
 DO9279'CONTINUE NORTHWEST ON U.S. HIGHWAY 98 FOR 2.5 MI (4.0 KM) TO THE
 DO9279'INTERSECTION OF ROCKRIDGE ROAD.  TURN LEFT ON ROCKRIDGE ROAD AND GO
 DO9279'WEST FOR 0.9 MI (1.4 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ALLOY
 DO9279'ROD DRIVEN TO REFUSAL AT A DEPTH OF 16.4 FT (5.0 M) ENCASED IN A
 DO9279'4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DO9279'GROUND AND 4.2 FT (1.3 M) BELOW THE LEVEL OF ROCKRIDGE ROAD.
 DO9279'
 DO9279'LOCATED 74.1 FT (22.6 M) WEST-SOUTHWEST OF A MONITORING STATION, 30.5
 DO9279'FT (9.3 M) SOUTHWEST OF SURVEY MARK 17571 A, 28.0 FT (8.5 M) NORTHWEST
 DO9279'OF THE APPROXIMATE CENTERLINE OF ROCKRIDGE ROAD, 1.3 FT (0.4 M)
 DO9279'SOUTHEAST OF A WOODEN RAIL FENCE AND 1.2 FT (0.4 M) SOUTHEAST OF A
 DO9279'CARSONITE WITNESS POST.
 DO9279'
 DO9279'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1878 ***********************************************************************
 DO1878  DESIGNATION -  17574 A
 DO1878  PID         -  DO1878
 DO1878  STATE/COUNTY-  FL/POLK
 DO1878  COUNTRY     -  US
 DO1878  USGS QUAD   -  WINTER HAVEN (2018)
 DO1878
 DO1878                         *CURRENT SURVEY CONTROL
 DO1878  ______________________________________________________________________
 DO1878* NAD 83(1986) POSITION- 28 04 38.0    (N) 081 44 32.3    (W)   HD_HELD2
 DO1878* NAVD 88 ORTHO HEIGHT -    40.598 (meters)      133.20  (feet) ADJUSTED
 DO1878  ______________________________________________________________________
 DO1878  GEOID HEIGHT    -        -26.790 (meters)                     GEOID18
 DO1878  DYNAMIC HEIGHT  -         40.537 (meters)      133.00  (feet) COMP
 DO1878  MODELED GRAVITY -    979,150.7   (mgal)                       NAVD 88
 DO1878
 DO1878  VERT ORDER      -  FIRST     CLASS II
 DO1878
 DO1878.The horizontal coordinates were established by autonomous hand held GPS
 DO1878.observations and have an estimated accuracy of +/- 10 meters.
 DO1878
 DO1878.The orthometric height was determined by differential leveling and
 DO1878.adjusted by the NATIONAL GEODETIC SURVEY
 DO1878.in December 2012.
 DO1878
 DO1878.No vertical observational check was made to the station.
 DO1878
 DO1878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1878.GEOID18 height accuracy estimate available here.
 DO1878
 DO1878.Click photographs - Photos may exist for this station.
 DO1878
 DO1878.The dynamic height is computed by dividing the NAVD 88
 DO1878.geopotential number by the normal gravity value computed on the
 DO1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1878.degrees latitude (g = 980.6199 gals.).
 DO1878
 DO1878.The modeled gravity was interpolated from observed gravity values.
 DO1878
 DO1878;                    North         East    Units  Estimated Accuracy
 DO1878;SPC FL W     -   414,793.      225,328.      MT  (+/- 10 meters HH2 GPS)
 DO1878
 DO1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2706505979(NAD 83)
 DO1878
 DO1878                          SUPERSEDED SURVEY CONTROL
 DO1878
 DO1878.No superseded survey control is available for this station.
 DO1878
 DO1878_MARKER: DD = SURVEY DISK
 DO1878_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1878_STAMPING: 17574 A 2011
 DO1878_MARK LOGO: SWFWMD
 DO1878_PROJECTION: RECESSED 5 CENTIMETERS
 DO1878_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1878+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO1878_ROD/PIPE-DEPTH: 3.1 meters
 DO1878
 DO1878  HISTORY     - Date     Condition        Report By
 DO1878  HISTORY     - 20110820 MONUMENTED       FLDEP
 DO1878
 DO1878                          STATION DESCRIPTION
 DO1878
 DO1878'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1878'THE MARK IS ABOUT 3.9 MI (6.3 KM) NORTH OF WINTER HAVEN, 3.0 MI (4.8
 DO1878'KM) EAST-NORTHEAST OF AUBURNDALE, 1.1 MI (1.8 KM) SOUTHWEST OF LAKE
 DO1878'ALFRED, IN SECTION 5, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1878'
 DO1878'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 92 AND U.S.
 DO1878'HIGHWAY 17 ABOUT 1.0 MI (1.6 KM) SOUTH OF LAKE ALFRED, GO WEST ON U.S.
 DO1878'HIGHWAY 92 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF LOCK STREET ON THE
 DO1878'RIGHT.  TURN RIGHT ON LOCK STREET AND GO NORTH FOR 0.2 MI (0.3 KM) TO
 DO1878'THE JUNCTION OF LAKE GEORGE ROAD.  TURN LEFT ON LAKE GEORGE ROAD AND
 DO1878'GO WEST FOR 0.2 MI (0.3 KM) WHERE IT BECOMES A SAND ROAD.  CONTINUE
 DO1878'WEST ON LAKE GEORGE ROAD, TROUGH A CITRUS GROVE, FOR 0.2 MI (0.3 KM)
 DO1878'TO THE JUNCTION OF ANOTHER SAND ROAD, THE EAST SHORE OF LAKE GEORGE, A
 DO1878'STAFF GAUGE AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DO1878'OF 10.2 FT (3.1 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A
 DO1878'4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DO1878'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE SAND ROAD.
 DO1878'
 DO1878'LOCATED 95.2 FT (29.0 M) SOUTHEAST OF SURVEY MARK 17574 B, 28.1 FT
 DO1878'(8.6 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A SAND ROAD
 DO1878'AND 1.7 FT (0.5 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DO1878'
 DO1878'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1878'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1879 ***********************************************************************
 DO1879  DESIGNATION -  17574 B
 DO1879  PID         -  DO1879
 DO1879  STATE/COUNTY-  FL/POLK
 DO1879  COUNTRY     -  US
 DO1879  USGS QUAD   -  WINTER HAVEN (2018)
 DO1879
 DO1879                         *CURRENT SURVEY CONTROL
 DO1879  ______________________________________________________________________
 DO1879* NAD 83(1986) POSITION- 28 04 38.8    (N) 081 44 33.2    (W)   HD_HELD2
 DO1879* NAVD 88 ORTHO HEIGHT -    39.895 (meters)      130.89  (feet) ADJUSTED
 DO1879  ______________________________________________________________________
 DO1879  GEOID HEIGHT    -        -26.790 (meters)                     GEOID18
 DO1879  DYNAMIC HEIGHT  -         39.835 (meters)      130.69  (feet) COMP
 DO1879  MODELED GRAVITY -    979,150.7   (mgal)                       NAVD 88
 DO1879
 DO1879  VERT ORDER      -  FIRST     CLASS II
 DO1879
 DO1879.The horizontal coordinates were established by autonomous hand held GPS
 DO1879.observations and have an estimated accuracy of +/- 10 meters.
 DO1879
 DO1879.The orthometric height was determined by differential leveling and
 DO1879.adjusted by the NATIONAL GEODETIC SURVEY
 DO1879.in December 2012.
 DO1879
 DO1879.No vertical observational check was made to the station.
 DO1879
 DO1879.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1879.GEOID18 height accuracy estimate available here.
 DO1879
 DO1879.Click photographs - Photos may exist for this station.
 DO1879
 DO1879.The dynamic height is computed by dividing the NAVD 88
 DO1879.geopotential number by the normal gravity value computed on the
 DO1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1879.degrees latitude (g = 980.6199 gals.).
 DO1879
 DO1879.The modeled gravity was interpolated from observed gravity values.
 DO1879
 DO1879;                    North         East    Units  Estimated Accuracy
 DO1879;SPC FL W     -   414,818.      225,303.      MT  (+/- 10 meters HH2 GPS)
 DO1879
 DO1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2704106003(NAD 83)
 DO1879
 DO1879                          SUPERSEDED SURVEY CONTROL
 DO1879
 DO1879.No superseded survey control is available for this station.
 DO1879
 DO1879_MARKER: DD = SURVEY DISK
 DO1879_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO1879+WITH SETTING: INFORMATION.
 DO1879_STAMPING: 17574 B 2011
 DO1879_MARK LOGO: SWFWMD
 DO1879_PROJECTION: RECESSED 5 CENTIMETERS
 DO1879_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1879+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO1879_ROD/PIPE-DEPTH: 2.1 meters
 DO1879
 DO1879  HISTORY     - Date     Condition        Report By
 DO1879  HISTORY     - 20110820 MONUMENTED       FLDEP
 DO1879
 DO1879                          STATION DESCRIPTION
 DO1879
 DO1879'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1879'THE MARK IS ABOUT 3.9 MI (6.3 KM) NORTH OF WINTER HAVEN, 3.0 MI (4.8
 DO1879'KM) EAST-NORTHEAST OF AUBURNDALE, 1.1 MI (1.8 KM) SOUTHWEST OF LAKE
 DO1879'ALFRED, IN SECTION 5, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1879'
 DO1879'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 92 AND U.S.
 DO1879'HIGHWAY 17 ABOUT 1.0 MI (1.6 KM) SOUTH OF LAKE ALFRED, GO WEST ON U.S.
 DO1879'HIGHWAY 92 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF LOCK STREET ON THE
 DO1879'RIGHT.  TURN RIGHT ON LOCK STREET AND GO NORTH FOR 0.2 MI (0.3 KM) TO
 DO1879'THE JUNCTION OF LAKE GEORGE ROAD.  TURN LEFT ON LAKE GEORGE ROAD AND
 DO1879'GO WEST FOR 0.2 MI (0.3 KM) WHERE IT BECOMES A SAND ROAD.  CONTINUE
 DO1879'WEST ON LAKE GEORGE ROAD, TROUGH A CITRUS GROVE, FOR 0.2 MI (0.3 KM)
 DO1879'TO THE JUNCTION OF ANOTHER SAND ROAD, THE EAST SHORE OF LAKE GEORGE, A
 DO1879'STAFF GAUGE AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DO1879'OF 6.9 FT (2.1 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A
 DO1879'4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DO1879'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF A SAND ROAD.
 DO1879'
 DO1879'LOCATED 95.2 FT (29.0 M) NORTHWEST OF SURVEY MARK 17574 A, 59.1 FT
 DO1879'(18.0 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A SAND ROAD
 DO1879'AND 2.1 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DO1879'
 DO1879'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1879'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9173 ***********************************************************************
 DN9173  DESIGNATION -  17590 A
 DN9173  PID         -  DN9173
 DN9173  STATE/COUNTY-  FL/SUMTER
 DN9173  COUNTRY     -  US
 DN9173  USGS QUAD   -  BRANCHBOROUGH (2018)
 DN9173
 DN9173                         *CURRENT SURVEY CONTROL
 DN9173  ______________________________________________________________________
 DN9173* NAD 83(1986) POSITION- 28 21 27.04   (N) 082 02 23.93   (W)   HD_HELD1
 DN9173* NAVD 88 ORTHO HEIGHT -    29.237 (meters)       95.92  (feet) ADJUSTED
 DN9173  ______________________________________________________________________
 DN9173  GEOID HEIGHT    -        -26.658 (meters)                     GEOID18
 DN9173  DYNAMIC HEIGHT  -         29.195 (meters)       95.78  (feet) COMP
 DN9173  MODELED GRAVITY -    979,191.2   (mgal)                       NAVD 88
 DN9173
 DN9173  VERT ORDER      -  SECOND    CLASS I
 DN9173
 DN9173.The horizontal coordinates were determined by differentially corrected
 DN9173.hand held GPS observations or other comparable positioning techniques
 DN9173.and have an estimated accuracy of +/- 3 meters.
 DN9173
 DN9173.The orthometric height was determined by differential leveling and
 DN9173.adjusted by the NATIONAL GEODETIC SURVEY
 DN9173.in July 2012.
 DN9173
 DN9173.No vertical observational check was made to the station.
 DN9173
 DN9173.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9173.GEOID18 height accuracy estimate available here.
 DN9173
 DN9173.Click photographs - Photos may exist for this station.
 DN9173
 DN9173.The dynamic height is computed by dividing the NAVD 88
 DN9173.geopotential number by the normal gravity value computed on the
 DN9173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9173.degrees latitude (g = 980.6199 gals.).
 DN9173
 DN9173.The modeled gravity was interpolated from observed gravity values.
 DN9173
 DN9173;                    North         East    Units  Estimated Accuracy
 DN9173;SPC FL W     -   445,827.5     196,080.7     MT  (+/- 3 meters HH1 GPS) 
 DN9173
 DN9173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9808237246(NAD 83)
 DN9173
 DN9173                          SUPERSEDED SURVEY CONTROL
 DN9173
 DN9173.No superseded survey control is available for this station.
 DN9173
 DN9173_MARKER: DD = SURVEY DISK
 DN9173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9173_STAMPING: 17590 A 2008
 DN9173_MARK LOGO: SWFWMD
 DN9173_PROJECTION: FLUSH
 DN9173_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9173+STABILITY: SURFACE MOTION
 DN9173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9173+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2015
 DN9173
 DN9173  HISTORY     - Date     Condition        Report By
 DN9173  HISTORY     - 20080101 MONUMENTED       SWFWMD
 DN9173  HISTORY     - 20110311 GOOD             FLDEP
 DN9173  HISTORY     - 20151009 GOOD             FLDEP
 DN9173
 DN9173                          STATION DESCRIPTION
 DN9173
 DN9173'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN9173'THE MARK IS ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHEAST OF CLAY SINK, 7.4
 DN9173'MI (11.9 KM) NORTH-NORTHEAST OF BRANCHBOROUGH, 7.3 MI (11.7 KM)
 DN9173'WEST-NORTHWEST OF ROCK RIDGE, IN SECTION 31, TOWNSHIP 24 SOUTH, RANGE
 DN9173'23 EAST.
 DN9173'
 DN9173'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND STATE
 DN9173'HIGHWAY 471 ABOUT 16.0 MI (25.7 KM) NORTHWEST OF LAKELAND, GO NORTH ON
 DN9173'STATE HIGHWAY 471 FOR 6.8 MI (10.9 KM) TO THE INTERSECTION OF A MAIN
 DN9173'GRADE DIRT ROAD (THE ENTRANCE ROAD FOR THE GREEN SWAMP WILDLIFE
 DN9173'MANAGEMENT AREA).  TURN RIGHT ON THE MAIN GRADE DIRT ROAD AND GO
 DN9173'EASTERLY FOR ABOUT 300.0 FT (91.4 M) TO 2 METAL LOCKED GATES, PASSING
 DN9173'THROUGH THE LEFT GATE.  CONTINUE NORTHEAST ON THE MAIN GRADE DIRT ROAD
 DN9173'FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF CAMPGROUND ROAD ON THE LEFT.
 DN9173'TURN LEFT ON CAMPGROUND ROAD AND GO NORTH FOR 0.5 MI (0.8 KM) TO A
 DN9173'Y-JUNCTION, BEAR RIGHT AND GO NORTHEAST FOR ABOUT 150.0 FT (45.7 M) TO
 DN9173'THE MARK ON THE LEFT, SET IN A FENCED AREA WITH A LOCKED GATE IN THE
 DN9173'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH
 DN9173'CAMPGROUND ROAD.
 DN9173'
 DN9173'LOCATED 74.6 FT (22.7 M) NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE
 DN9173'OF CAMPGROUND ROAD, 24.1 FT (7.3 M) WEST-SOUTHWEST OF SURVEY MARK
 DN9173'17590 B, 11.4 FT (3.5 M) SOUTHWEST OF THE NORTHERN MOST WATER
 DN9173'MONITORING WELL AND 3.9 FT (1.2 M) WEST OF THE HOG WIRE FENCE.
 DN9173'
 DN9173'NOTE PERMISSION AND KEY MUST BE OBTAINED FROM THE WATER MANAGEMENT
 DN9173'DISTRICT.
 DN9173
 DN9173                          STATION RECOVERY (2015)
 DN9173
 DN9173'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DN9173'RECOVERED IN GOOD CONDITION.
 DN9173'
 DN9173'NOTE-WITH THIS CHANGE, THE MARK IS 3.9 FT (1.2 M) EAST OF A CARSONITE
 DN9173'WITNESS POST IN THE HOG WIRE FENCE LINE (NOT WEST).
 DN9173'
 DN9173'NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9172 ***********************************************************************
 DN9172  DESIGNATION -  17590 B
 DN9172  PID         -  DN9172
 DN9172  STATE/COUNTY-  FL/SUMTER
 DN9172  COUNTRY     -  US
 DN9172  USGS QUAD   -  BRANCHBOROUGH (2018)
 DN9172
 DN9172                         *CURRENT SURVEY CONTROL
 DN9172  ______________________________________________________________________
 DN9172* NAD 83(1986) POSITION- 28 21 27.1    (N) 082 02 23.6    (W)   HD_HELD2
 DN9172* NAVD 88 ORTHO HEIGHT -    29.283 (meters)       96.07  (feet) ADJUSTED
 DN9172  ______________________________________________________________________
 DN9172  GEOID HEIGHT    -        -26.658 (meters)                     GEOID18
 DN9172  DYNAMIC HEIGHT  -         29.240 (meters)       95.93  (feet) COMP
 DN9172  MODELED GRAVITY -    979,191.2   (mgal)                       NAVD 88
 DN9172
 DN9172  VERT ORDER      -  SECOND    CLASS I
 DN9172
 DN9172.The horizontal coordinates were established by autonomous hand held GPS
 DN9172.observations and have an estimated accuracy of +/- 10 meters.
 DN9172
 DN9172.The orthometric height was determined by differential leveling and
 DN9172.adjusted by the NATIONAL GEODETIC SURVEY
 DN9172.in July 2012.
 DN9172
 DN9172.No vertical observational check was made to the station.
 DN9172
 DN9172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9172.GEOID18 height accuracy estimate available here.
 DN9172
 DN9172.Click photographs - Photos may exist for this station.
 DN9172
 DN9172.The dynamic height is computed by dividing the NAVD 88
 DN9172.geopotential number by the normal gravity value computed on the
 DN9172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9172.degrees latitude (g = 980.6199 gals.).
 DN9172
 DN9172.The modeled gravity was interpolated from observed gravity values.
 DN9172
 DN9172;                    North         East    Units  Estimated Accuracy
 DN9172;SPC FL W     -   445,829.      196,090.      MT  (+/- 10 meters HH2 GPS)
 DN9172
 DN9172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9809137247(NAD 83)
 DN9172
 DN9172                          SUPERSEDED SURVEY CONTROL
 DN9172
 DN9172.No superseded survey control is available for this station.
 DN9172
 DN9172_MARKER: DD = SURVEY DISK
 DN9172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9172_STAMPING: 17590 B 2008
 DN9172_MARK LOGO: SWFWMD
 DN9172_PROJECTION: FLUSH
 DN9172_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9172+STABILITY: SURFACE MOTION
 DN9172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9172+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2011
 DN9172
 DN9172  HISTORY     - Date     Condition        Report By
 DN9172  HISTORY     - 20080101 MONUMENTED       SWFWMD
 DN9172  HISTORY     - 20110330 GOOD             FLDEP
 DN9172
 DN9172                          STATION DESCRIPTION
 DN9172
 DN9172'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN9172'THE MARK IS ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHEAST OF CLAY SINK, 7.4
 DN9172'MI (11.9 KM) NORTH-NORTHEAST OF BRANCHBOROUGH, 7.3 MI (11.7 KM)
 DN9172'WEST-NORTHWEST OF ROCK RIDGE, IN SECTION 31, TOWNSHIP 24 SOUTH, RANGE
 DN9172'23 EAST.
 DN9172'
 DN9172'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND STATE
 DN9172'HIGHWAY 471 ABOUT 16.0 MI (25.7 KM) NORTHWEST OF LAKELAND, GO NORTH ON
 DN9172'STATE HIGHWAY 471 FOR 6.8 MI (10.9 KM) TO THE INTERSECTION OF A MAIN
 DN9172'GRADE DIRT ROAD (THE ENTRANCE ROAD FOR THE GREEN SWAMP WILDLIFE
 DN9172'MANAGEMENT AREA).  TURN RIGHT ON THE MAIN GRADE DIRT ROAD AND GO
 DN9172'NORTHEAST FOR ABOUT 300.0 FT (91.4 M) TO 2 METAL LOCKED GATES, PASSING
 DN9172'THROUGH THE LEFT GATE.  CONTINUE NORTHEAST ON THE MAIN GRADE DIRT ROAD
 DN9172'FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF CAMPGROUND ROAD ON THE LEFT.
 DN9172'TURN LEFT ON CAMPGROUND ROAD AND GO NORTH FOR 0.5 MI (0.8 KM) TO A
 DN9172'Y-JUNCTION, BEAR RIGHT AND GO NORTHEAST FOR ABOUT 150.0 FT (45.7 M) TO
 DN9172'THE MARK ON THE LEFT IN A FENCED AREA WITH A LOCKED GATE, SET IN THE
 DN9172'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH
 DN9172'CAMPGROUND ROAD.
 DN9172'
 DN9172'LOCATED 51.5 FT (15.7 M) NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE
 DN9172'OF CAMPGROUND ROAD, 24.1 FT (7.3 M) EAST-NORTHEAST OF SURVEY MARK
 DN9172'17590 A, 11.4 FT (3.5 M) EAST-SOUTHEAST OF THE NORTHERN MOST WATER
 DN9172'MONITORING WELL AND 1.2 FT (0.4 M) WEST OF HOG WIRE FENCE.
 DN9172'
 DN9172'NOTE PERMISSION AND KEY MUST BE OBTAINED FROM THE WATER MANAGEMENT
 DN9172'DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9177 ***********************************************************************
 DN9177  DESIGNATION -  17591 A
 DN9177  PID         -  DN9177
 DN9177  STATE/COUNTY-  FL/SUMTER
 DN9177  COUNTRY     -  US
 DN9177  USGS QUAD   -  BRANCHBOROUGH (2018)
 DN9177
 DN9177                         *CURRENT SURVEY CONTROL
 DN9177  ______________________________________________________________________
 DN9177* NAD 83(1986) POSITION- 28 21 52.8    (N) 082 01 14.7    (W)   HD_HELD2
 DN9177* NAVD 88 ORTHO HEIGHT -    28.198 (meters)       92.51  (feet) ADJUSTED
 DN9177  ______________________________________________________________________
 DN9177  GEOID HEIGHT    -        -26.681 (meters)                     GEOID18
 DN9177  DYNAMIC HEIGHT  -         28.157 (meters)       92.38  (feet) COMP
 DN9177  MODELED GRAVITY -    979,193.3   (mgal)                       NAVD 88
 DN9177
 DN9177  VERT ORDER      -  SECOND    CLASS I
 DN9177
 DN9177.The horizontal coordinates were established by autonomous hand held GPS
 DN9177.observations and have an estimated accuracy of +/- 10 meters.
 DN9177
 DN9177.The orthometric height was determined by differential leveling and
 DN9177.adjusted by the NATIONAL GEODETIC SURVEY
 DN9177.in July 2012.
 DN9177
 DN9177.No vertical observational check was made to the station.
 DN9177
 DN9177.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9177.GEOID18 height accuracy estimate available here.
 DN9177
 DN9177.Click photographs - Photos may exist for this station.
 DN9177
 DN9177.The dynamic height is computed by dividing the NAVD 88
 DN9177.geopotential number by the normal gravity value computed on the
 DN9177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9177.degrees latitude (g = 980.6199 gals.).
 DN9177
 DN9177.The modeled gravity was interpolated from observed gravity values.
 DN9177
 DN9177;                    North         East    Units  Estimated Accuracy
 DN9177;SPC FL W     -   446,620.      197,966.      MT  (+/- 10 meters HH2 GPS)
 DN9177
 DN9177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9997438022(NAD 83)
 DN9177
 DN9177                          SUPERSEDED SURVEY CONTROL
 DN9177
 DN9177.No superseded survey control is available for this station.
 DN9177
 DN9177_MARKER: F = FLANGE-ENCASED ROD
 DN9177_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN9177+WITH SETTING: INFORMATION.
 DN9177_STAMPING: 17591 A 2011
 DN9177_MARK LOGO: SWFWMD
 DN9177_PROJECTION: FLUSH
 DN9177_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9177+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2011
 DN9177_ROD/PIPE-DEPTH: 2.1 meters
 DN9177
 DN9177  HISTORY     - Date     Condition        Report By
 DN9177  HISTORY     - 20110412 MONUMENTED       FLDEP
 DN9177
 DN9177                          STATION DESCRIPTION
 DN9177
 DN9177'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN9177'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTH-NORTHEAST OF BRANCHBOROUGH,
 DN9177'7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF CLAY SINK, 6.7 MI (10.8 KM)
 DN9177'NORTHWEST OF ROCK RIDGE, IN SECTION 28, TOWNSHIP 24 SOUTH, RANGE 23
 DN9177'EAST.
 DN9177'
 DN9177'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND STATE
 DN9177'HIGHWAY 471 ABOUT 16.0 MI (25.7 KM) NORTHWEST OF LAKELAND, GO NORTH ON
 DN9177'STATE HIGHWAY 471 FOR 6.8 MI (10.9 KM) TO THE INTERSECTION OF A MAIN
 DN9177'GRADE DIRT ROAD (THE ENTRANCE ROAD FOR THE GREEN SWAMP WILDLIFE
 DN9177'MANAGEMENT AREA).  TURN RIGHT ON THE MAIN GRADE DIRT ROAD AND GO
 DN9177'EASTERLY FOR ABOUT 300.0 FT (91.4 M) TO 2 METAL LOCKED GATES, PASSING
 DN9177'THROUGH THE LEFT GATE.  CONTINUE NORTHEASTERLY ON THE MAIN GRADE DIRT
 DN9177'ROAD FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF CAMPGROUND ROAD ON THE
 DN9177'LEFT.  CONTINUE NORTH AND EAST ON THE MAIN GRADE DIRT ROAD FOR 1.4 MI
 DN9177'(2.3 KM) TO THE INTERSECTION OF THE NORTH LEVEE ROAD AND SOUTH LEVEE
 DN9177'ROAD.  TURN LEFT ON NORTH LEVEE ROAD AND GO NORTH FOR 0.4 MI (0.6 KM)
 DN9177'TO THE JUNCTION OF A DIRT ROAD ON THE LEFT.  TURN LEFT ON THE DIRT
 DN9177'ROAD AND GO NORTHWEST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT, AN
 DN9177'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 6.9 FT (2.1 M) WITH AN
 DN9177'ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE, FLUSH
 DN9177'WITH THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DN9177'
 DN9177'LOCATED 34.8 FT (10.6 M) SOUTHEAST OF SURVEY MARK 17591 B, 6.2 FT (1.9
 DN9177'M) WEST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD, 7.8 FT (2.4 M)
 DN9177'NORTH OF 9-INCH (23 CM) DIAMETER PINE TREE AND 1.4 FT (0.4 M)
 DN9177'WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 DN9177'
 DN9177'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
 DN9177'
 DN9177'NOTE PERMISSION AND KEY MUST BE OBTAINED FROM THE WATER MANAGEMENT
 DN9177'DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9176 ***********************************************************************
 DN9176  DESIGNATION -  17591 B
 DN9176  PID         -  DN9176
 DN9176  STATE/COUNTY-  FL/SUMTER
 DN9176  COUNTRY     -  US
 DN9176  USGS QUAD   -  BRANCHBOROUGH (2018)
 DN9176
 DN9176                         *CURRENT SURVEY CONTROL
 DN9176  ______________________________________________________________________
 DN9176* NAD 83(1986) POSITION- 28 21 52.9    (N) 082 01 15.3    (W)   HD_HELD2
 DN9176* NAVD 88 ORTHO HEIGHT -    28.168 (meters)       92.41  (feet) ADJUSTED
 DN9176  ______________________________________________________________________
 DN9176  GEOID HEIGHT    -        -26.681 (meters)                     GEOID18
 DN9176  DYNAMIC HEIGHT  -         28.127 (meters)       92.28  (feet) COMP
 DN9176  MODELED GRAVITY -    979,193.3   (mgal)                       NAVD 88
 DN9176
 DN9176  VERT ORDER      -  SECOND    CLASS I
 DN9176
 DN9176.The horizontal coordinates were established by autonomous hand held GPS
 DN9176.observations and have an estimated accuracy of +/- 10 meters.
 DN9176
 DN9176.The orthometric height was determined by differential leveling and
 DN9176.adjusted by the NATIONAL GEODETIC SURVEY
 DN9176.in July 2012.
 DN9176
 DN9176.No vertical observational check was made to the station.
 DN9176
 DN9176.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9176.GEOID18 height accuracy estimate available here.
 DN9176
 DN9176.Click photographs - Photos may exist for this station.
 DN9176
 DN9176.The dynamic height is computed by dividing the NAVD 88
 DN9176.geopotential number by the normal gravity value computed on the
 DN9176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9176.degrees latitude (g = 980.6199 gals.).
 DN9176
 DN9176.The modeled gravity was interpolated from observed gravity values.
 DN9176
 DN9176;                    North         East    Units  Estimated Accuracy
 DN9176;SPC FL W     -   446,623.      197,950.      MT  (+/- 10 meters HH2 GPS)
 DN9176
 DN9176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9995738025(NAD 83)
 DN9176
 DN9176                          SUPERSEDED SURVEY CONTROL
 DN9176
 DN9176.No superseded survey control is available for this station.
 DN9176
 DN9176_MARKER: F = FLANGE-ENCASED ROD
 DN9176_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN9176+WITH SETTING: INFORMATION.
 DN9176_STAMPING: 17591 B 2011
 DN9176_MARK LOGO: SWFWMD
 DN9176_PROJECTION: FLUSH
 DN9176_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9176_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9176+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2011
 DN9176_ROD/PIPE-DEPTH: 2.3 meters
 DN9176
 DN9176  HISTORY     - Date     Condition        Report By
 DN9176  HISTORY     - 20110412 MONUMENTED       FLDEP
 DN9176
 DN9176                          STATION DESCRIPTION
 DN9176
 DN9176'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN9176'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTH-NORTHEAST OF BRANCHBOROUGH,
 DN9176'7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF CLAY SINK, 6.7 MI (10.8 KM)
 DN9176'NORTHWEST OF ROCK RIDGE, IN SECTION 28, TOWNSHIP 24 SOUTH, RANGE 23
 DN9176'EAST.
 DN9176'
 DN9176'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND STATE
 DN9176'HIGHWAY 471 ABOUT 16.0 MI (25.7 KM) NORTHWEST OF LAKELAND, GO NORTH ON
 DN9176'STATE HIGHWAY 471 FOR 6.8 MI (10.9 KM) TO THE INTERSECTION OF A MAIN
 DN9176'GRADE DIRT ROAD (THE ENTRANCE ROAD FOR THE GREEN SWAMP WILDLIFE
 DN9176'MANAGEMENT AREA).  TURN RIGHT ON THE MAIN GRADE DIRT ROAD AND GO
 DN9176'EASTERLY FOR ABOUT 300.0 FT (91.4 M) TO 2 METAL LOCKED GATES, PASSING
 DN9176'THROUGH THE LEFT GATE.  CONTINUE NORTHEASTERLY FOR 1.40 MI (2.3 KM) TO
 DN9176'THE JUNCTION OF CAMPGROUND ROAD ON THE LEFT.  CONTINUE NORTH AND EAST
 DN9176'ON THE MAIN GRADE DIRT ROAD FOR 1.4 MI (2.3 KM) TO THE INTERSECTION OF
 DN9176'THE NORTH LEVEE ROAD AND SOUTH LEVEE ROAD.  TURN LEFT ON THE NORTH
 DN9176'LEVEE ROAD AND GO NORTH FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF A DIRT
 DN9176'ROAD ON THE LEFT.  TURN LEFT ON THE DIRT ROAD AND GO NORTHWEST FOR 0.1
 DN9176'MI (0.2 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DN9176'REFUSAL AT A DEPTH OF 7.6 FT (2.3 M) WITH AN ALUMINUM DISK ATTACHED
 DN9176'AND INCASED IN A 4-INCH (10 CM) PVC PIPE, FLUSH WITH THE GROUND AND
 DN9176'LEVEL WITH A DIRT ROAD.
 DN9176'
 DN9176'LOCATED 34.8 FT (10.6 M) NORTHWEST OF SURVEY MARK 17591 A, 24.6 FT
 DN9176'(7.5 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD,
 DN9176'3.9 FT (1.2 M) SOUTH-SOUTHEAST OF A 16-INCH (41 CM) DIAMETER PINE TREE
 DN9176'AND 1.7 FT (0.5 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST.
 DN9176'
 DN9176'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
 DN9176'
 DN9176'NOTE PERMISSION AND KEY MUST BE OBTAINED FROM THE WATER MANAGEMENT
 DN9176'DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5777 ***********************************************************************
 AD5777  DESIGNATION -  176 B CO
 AD5777  PID         -  AD5777
 AD5777  STATE/COUNTY-  FL/BROWARD
 AD5777  COUNTRY     -  US
 AD5777  USGS QUAD   -  COOPER CITY (2018)
 AD5777
 AD5777                         *CURRENT SURVEY CONTROL
 AD5777  ______________________________________________________________________
 AD5777* NAD 83(1986) POSITION- 26 06 05.     (N) 080 15 29.     (W)   SCALED
 AD5777* NAVD 88 ORTHO HEIGHT -     1.996 (meters)        6.55  (feet) ADJUSTED
 AD5777  ______________________________________________________________________
 AD5777  GEOID HEIGHT    -        -25.333 (meters)                     GEOID18
 AD5777  DYNAMIC HEIGHT  -          1.993 (meters)        6.54  (feet) COMP
 AD5777  MODELED GRAVITY -    979,058.5   (mgal)                       NAVD 88
 AD5777
 AD5777  VERT ORDER      -  FIRST     CLASS II
 AD5777
 AD5777.The horizontal coordinates were scaled from a map and have
 AD5777.an estimated accuracy of +/- 6 seconds.
 AD5777
 AD5777.The orthometric height was determined by differential leveling and
 AD5777.adjusted by the NATIONAL GEODETIC SURVEY
 AD5777.in June 1991.
 AD5777
 AD5777.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5777.GEOID18 height accuracy estimate available here.
 AD5777
 AD5777.Click photographs - Photos may exist for this station.
 AD5777
 AD5777.The dynamic height is computed by dividing the NAVD 88
 AD5777.geopotential number by the normal gravity value computed on the
 AD5777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5777.degrees latitude (g = 980.6199 gals.).
 AD5777
 AD5777.The modeled gravity was interpolated from observed gravity values.
 AD5777
 AD5777;                    North         East    Units  Estimated Accuracy
 AD5777;SPC FL E     -   196,060.      274,220.      MT  (+/- 180 meters Scaled)
 AD5777
 AD5777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ741871(NAD 83)
 AD5777
 AD5777                          SUPERSEDED SURVEY CONTROL
 AD5777
 AD5777  NGVD 29 (09/01/92)    2.485  (m)            8.15   (f) ADJUSTED    1 2
 AD5777
 AD5777.Superseded values are not recommended for survey control.
 AD5777
 AD5777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5777.See file dsdata.pdf to determine how the superseded data were derived.
 AD5777
 AD5777_MARKER: DB = BENCH MARK DISK
 AD5777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5777_STAMPING: BM 176
 AD5777_PROJECTION: RECESSED 20 CENTIMETERS
 AD5777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5777+STABILITY: SURFACE MOTION
 AD5777
 AD5777  HISTORY     - Date     Condition        Report By
 AD5777  HISTORY     - 1978     MONUMENTED       FL-011
 AD5777  HISTORY     - 19910716 GOOD             USPSQD
 AD5777  HISTORY     - 19940307 GOOD             USPSQD
 AD5777  HISTORY     - 20010416 MARK NOT FOUND   GCYI
 AD5777  HISTORY     - 20020114 MARK NOT FOUND   NGS
 AD5777  HISTORY     - 20090527 MARK NOT FOUND   FLDT
 AD5777
 AD5777                          STATION DESCRIPTION
 AD5777
 AD5777'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5777'2.8 MI NW FROM DAVIE.
 AD5777'ABOUT 2.8 MILES NORTHWEST OF DAVY CITY HALL. FROM THE INTERSECTION OF
 AD5777'STATE ROAD 84 AND STATE ROAD 817 (UNIVERSITY DRIVE) PROCEED 0.5 MILES
 AD5777'NORTHWEST ALONG STATE ROAD 84 TO THE MARK. THE MARK IS 14.4 FEET NORTH
 AD5777'OF THE NORTH EDGE OF PAVEMENT OF STATE ROAD 84, 12 FEET WEST OF A WOOD
 AD5777'POWER POLE, 4.7 FEET NORTHWEST OF AND 5.6 FEET NORTHEAST OF CHISELED
 AD5777'CROSSES IN GUARD RAIL POSTS. THE MARK IS A STANDARD BROWARD COUNTY
 AD5777'DISK.
 AD5777'THE MARK IS 4 FT  N FROM A WITNESS POST.
 AD5777
 AD5777                          STATION RECOVERY (1991)
 AD5777
 AD5777'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5777'RECOVERED IN GOOD CONDITION.
 AD5777
 AD5777                          STATION RECOVERY (1994)
 AD5777
 AD5777'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5777'RECOVERED IN GOOD CONDITION.
 AD5777
 AD5777                          STATION RECOVERY (2001)
 AD5777
 AD5777'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD5777'BELIEVED DESTROYED BY NEW ROAD CONSTRUCTION.
 AD5777
 AD5777                          STATION RECOVERY (2002)
 AD5777
 AD5777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AD5777'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD5777
 AD5777                          STATION RECOVERY (2009)
 AD5777
 AD5777'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2009 (JS)
 AD5777'MARK NOT FOUND
 AD5777'
 AD5777'THERE HAS BEEN A LOT OF NEW CONSTRUCTION IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0081 ***********************************************************************
 AG0081  DESIGNATION -  176 FLHD
 AG0081  PID         -  AG0081
 AG0081  STATE/COUNTY-  FL/PINELLAS
 AG0081  COUNTRY     -  US
 AG0081  USGS QUAD   -  GANDY BRIDGE (2018)
 AG0081
 AG0081                         *CURRENT SURVEY CONTROL
 AG0081  ______________________________________________________________________
 AG0081* NAD 83(1986) POSITION- 27 54 44.79   (N) 082 37 26.58   (W)   HD_HELD1
 AG0081* NAVD 88 ORTHO HEIGHT -     0.956 (meters)        3.14  (feet) ADJUSTED
 AG0081  ______________________________________________________________________
 AG0081  GEOID HEIGHT    -        -24.770 (meters)                     GEOID18
 AG0081  DYNAMIC HEIGHT  -          0.954 (meters)        3.13  (feet) COMP
 AG0081  MODELED GRAVITY -    979,184.7   (mgal)                       NAVD 88
 AG0081
 AG0081  VERT ORDER      -  SECOND    CLASS II
 AG0081
 AG0081.The horizontal coordinates were determined by differentially corrected
 AG0081.hand held GPS observations or other comparable positioning techniques
 AG0081.and have an estimated accuracy of +/- 3 meters.
 AG0081
 AG0081.The orthometric height was determined by differential leveling and
 AG0081.adjusted by the NATIONAL GEODETIC SURVEY
 AG0081.in June 1991.
 AG0081
 AG0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0081.GEOID18 height accuracy estimate available here.
 AG0081
 AG0081.Click photographs - Photos may exist for this station.
 AG0081
 AG0081.The dynamic height is computed by dividing the NAVD 88
 AG0081.geopotential number by the normal gravity value computed on the
 AG0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0081.degrees latitude (g = 980.6199 gals.).
 AG0081
 AG0081.The modeled gravity was interpolated from observed gravity values.
 AG0081
 AG0081;                    North         East    Units  Estimated Accuracy
 AG0081;SPC FL W     -   396,663.1     138,570.7     MT  (+/- 3 meters HH1 GPS) 
 AG0081
 AG0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4017888563(NAD 83)
 AG0081
 AG0081                          SUPERSEDED SURVEY CONTROL
 AG0081
 AG0081  NGVD 29 (??/??/92)    1.218  (m)            4.00   (f) ADJ UNCH    2 2
 AG0081
 AG0081.Superseded values are not recommended for survey control.
 AG0081
 AG0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0081.See file dsdata.pdf to determine how the superseded data were derived.
 AG0081
 AG0081_MARKER: DD = SURVEY DISK
 AG0081_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0081_SP_SET: SEAWALL
 AG0081_STAMPING: 176
 AG0081_MARK LOGO: FLHD
 AG0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0081+STABILITY: SURFACE MOTION
 AG0081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0081+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2022
 AG0081
 AG0081  HISTORY     - Date     Condition        Report By
 AG0081  HISTORY     - UNK      MONUMENTED       FLHD
 AG0081  HISTORY     - 1975     GOOD             FLDT
 AG0081  HISTORY     - 20220317 GOOD             SWFWMD
 AG0081
 AG0081                          STATION DESCRIPTION
 AG0081
 AG0081'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0081'2 MI N FROM ST PETERSBURG.
 AG0081'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0081'686) AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH
 AG0081'STREET N. AND EASTERLY ALONG I-75 FOR 3.85 MILES.  STATION ON
 AG0081'RIGHT, 105.6 FT. SE OF THE CENTERLINE OF I-75, 124.8 FT.
 AG0081'EAST OF LIGHT POLE, NUMBER 79, S.R.D. STA. 689+82.4.  SET IN
 AG0081'TOP OF A CONCRETE SEAWALL.  SECTION 32, T 29S, R 17E.
 AG0081'NOTE-- SEAWALL MAY BE COVERED BY SAND.
 AG0081
 AG0081                          STATION RECOVERY (2022)
 AG0081
 AG0081'RECOVERY NOTE BY SW FL WTR MGMT DIST 2022 (KH)
 AG0081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9184 ***********************************************************************
 DN9184  DESIGNATION -  17603 A
 DN9184  PID         -  DN9184
 DN9184  STATE/COUNTY-  FL/SUMTER
 DN9184  COUNTRY     -  US
 DN9184  USGS QUAD   -  BRANCHBOROUGH (2018)
 DN9184
 DN9184                         *CURRENT SURVEY CONTROL
 DN9184  ______________________________________________________________________
 DN9184* NAD 83(1986) POSITION- 28 19 51.4    (N) 082 01 19.3    (W)   HD_HELD2
 DN9184* NAVD 88 ORTHO HEIGHT -    27.781 (meters)       91.14  (feet) ADJUSTED
 DN9184  ______________________________________________________________________
 DN9184  GEOID HEIGHT    -        -26.655 (meters)                     GEOID18
 DN9184  DYNAMIC HEIGHT  -         27.741 (meters)       91.01  (feet) COMP
 DN9184  MODELED GRAVITY -    979,187.1   (mgal)                       NAVD 88
 DN9184
 DN9184  VERT ORDER      -  SECOND    CLASS I
 DN9184
 DN9184.The horizontal coordinates were established by autonomous hand held GPS
 DN9184.observations and have an estimated accuracy of +/- 10 meters.
 DN9184
 DN9184.The orthometric height was determined by differential leveling and
 DN9184.adjusted by the NATIONAL GEODETIC SURVEY
 DN9184.in July 2012.
 DN9184
 DN9184.No vertical observational check was made to the station.
 DN9184
 DN9184.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9184.GEOID18 height accuracy estimate available here.
 DN9184
 DN9184.Click photographs - Photos may exist for this station.
 DN9184
 DN9184.The dynamic height is computed by dividing the NAVD 88
 DN9184.geopotential number by the normal gravity value computed on the
 DN9184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9184.degrees latitude (g = 980.6199 gals.).
 DN9184
 DN9184.The modeled gravity was interpolated from observed gravity values.
 DN9184
 DN9184;                    North         East    Units  Estimated Accuracy
 DN9184;SPC FL W     -   442,883.      197,840.      MT  (+/- 10 meters HH2 GPS)
 DN9184
 DN9184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9981734287(NAD 83)
 DN9184
 DN9184                          SUPERSEDED SURVEY CONTROL
 DN9184
 DN9184.No superseded survey control is available for this station.
 DN9184
 DN9184_MARKER: DD = SURVEY DISK
 DN9184_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9184_STAMPING: 17603 A 2011
 DN9184_MARK LOGO: SWFWMD
 DN9184_PROJECTION: RECESSED 3 CENTIMETERS
 DN9184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9184+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2011
 DN9184_ROD/PIPE-DEPTH: 3.8 meters
 DN9184
 DN9184  HISTORY     - Date     Condition        Report By
 DN9184  HISTORY     - 20110413 MONUMENTED       FLDEP
 DN9184
 DN9184                          STATION DESCRIPTION
 DN9184
 DN9184'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN9184'THE MARK IS ABOUT 10.1 MI (16.3 KM) SOUTH-SOUTHEAST OF CLAY SINK, 6.5
 DN9184'MI (10.4 KM) NORTHEAST OF BRANCHBOROUGH, 5.5 MI (8.9 KM)
 DN9184'WEST-NORTHWEST OF ROCK RIDGE, IN SECTION 9, TOWNSHIP 25 SOUTH, RANGE
 DN9184'23 EAST.
 DN9184'
 DN9184'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND STATE
 DN9184'HIGHWAY 471 ABOUT 16.0 MI (25.7 KM) NORTHWEST OF LAKELAND, GO NORTH ON
 DN9184'STATE HIGHWAY 471 FOR 6.8 MI (10.9 KM) TO THE INTERSECTION OF A MAIN
 DN9184'GRADE DIRT ROAD (THE ENTRANCE ROAD FOR THE GREEN SWAMP WILDLIFE
 DN9184'MANAGEMENT AREA), TURN RIGHT ON THE MAIN GRADE DIRT ROAD AND GO
 DN9184'EASTERLY FOR ABOUT 300.0 FT (91.4 M) TO 2 METAL LOCKED GATES, PASSING
 DN9184'THROUGH THE LEFT GATE, CONTINUE NORTHEASTERLY ON THE MAIN GRADE DIRT
 DN9184'ROAD FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF CAMPGROUND ROAD ON THE
 DN9184'LEFT, CONTINUE NORTH AND EAST ON MAIN GRADE DIRT ROAD FOR 1.4 MI (2.3
 DN9184'KM) TO THE INTERSECTION OF THE NORTH LEVEE ROAD AND SOUTH LEVEE ROAD,
 DN9184'TURN RIGHT ON SOUTH LEVEE ROAD AND GO SOUTH FOR 2.3 MI (3.7 KM) TO THE
 DN9184'JUNCTION OF TRAM GRADE ROAD ON THE RIGHT, TURN RIGHT ON TRAM GRADE
 DN9184'ROAD AND GO WEST FOR 0.5 MI (0.8 KM) TO THE MARK ON THE LEFT, AN
 DN9184'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.6 FT (3.8 M) WITH AN
 DN9184'ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE,
 DN9184'RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE GROUND AND 0.8 FT (0.2
 DN9184'M) BELOW THE LEVEL OF TRAM GRADE ROAD.
 DN9184'
 DN9184'LOCATED 72.6 FT (22.1 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DN9184'OF TRAM GRADE ROAD, 46.0 FT (14.0 M) WEST OF SURVEY MARK 17603 B AND
 DN9184'0.9 FT (0.3 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 DN9184'
 DN9184'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
 DN9184'
 DN9184'NOTE PERMISSION AND KEY MUST BE OBTAINED FROM THE WATER MANAGEMENT
 DN9184'DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9183 ***********************************************************************
 DN9183  DESIGNATION -  17603 B
 DN9183  PID         -  DN9183
 DN9183  STATE/COUNTY-  FL/SUMTER
 DN9183  COUNTRY     -  US
 DN9183  USGS QUAD   -  BRANCHBOROUGH (2018)
 DN9183
 DN9183                         *CURRENT SURVEY CONTROL
 DN9183  ______________________________________________________________________
 DN9183* NAD 83(1986) POSITION- 28 19 51.5    (N) 082 01 17.8    (W)   HD_HELD2
 DN9183* NAVD 88 ORTHO HEIGHT -    28.079 (meters)       92.12  (feet) ADJUSTED
 DN9183  ______________________________________________________________________
 DN9183  GEOID HEIGHT    -        -26.656 (meters)                     GEOID18
 DN9183  DYNAMIC HEIGHT  -         28.038 (meters)       91.99  (feet) COMP
 DN9183  MODELED GRAVITY -    979,187.1   (mgal)                       NAVD 88
 DN9183
 DN9183  VERT ORDER      -  SECOND    CLASS I
 DN9183
 DN9183.The horizontal coordinates were established by autonomous hand held GPS
 DN9183.observations and have an estimated accuracy of +/- 10 meters.
 DN9183
 DN9183.The orthometric height was determined by differential leveling and
 DN9183.adjusted by the NATIONAL GEODETIC SURVEY
 DN9183.in July 2012.
 DN9183
 DN9183.No vertical observational check was made to the station.
 DN9183
 DN9183.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9183.GEOID18 height accuracy estimate available here.
 DN9183
 DN9183.Click photographs - Photos may exist for this station.
 DN9183
 DN9183.The dynamic height is computed by dividing the NAVD 88
 DN9183.geopotential number by the normal gravity value computed on the
 DN9183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9183.degrees latitude (g = 980.6199 gals.).
 DN9183
 DN9183.The modeled gravity was interpolated from observed gravity values.
 DN9183
 DN9183;                    North         East    Units  Estimated Accuracy
 DN9183;SPC FL W     -   442,886.      197,881.      MT  (+/- 10 meters HH2 GPS)
 DN9183
 DN9183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9985834290(NAD 83)
 DN9183
 DN9183                          SUPERSEDED SURVEY CONTROL
 DN9183
 DN9183.No superseded survey control is available for this station.
 DN9183
 DN9183_MARKER: DD = SURVEY DISK
 DN9183_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9183_STAMPING: 17603 B 2011
 DN9183_MARK LOGO: SWFWMD
 DN9183_PROJECTION: RECESSED 5 CENTIMETERS
 DN9183_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9183+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2011
 DN9183_ROD/PIPE-DEPTH: 10.9 meters
 DN9183
 DN9183  HISTORY     - Date     Condition        Report By
 DN9183  HISTORY     - 20110413 MONUMENTED       FLDEP
 DN9183
 DN9183                          STATION DESCRIPTION
 DN9183
 DN9183'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN9183'THE MARK IS ABOUT 10.1 MI (16.3 KM) SOUTH-SOUTHEAST OF CLAY SINK, 6.5
 DN9183'MI (10.5 KM) NORTHEAST OF BRANCHBOROUGH, 5.5 MI (8.8 KM)
 DN9183'WEST-NORTHWEST OF ROCK RIDGE, IN SECTION 9, TOWNSHIP 25 SOUTH, RANGE
 DN9183'23 EAST.
 DN9183'
 DN9183'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND STATE
 DN9183'HIGHWAY 471 ABOUT 16.0 MI (25.7 KM) NORTHWEST OF LAKELAND, GO NORTH ON
 DN9183'STATE HIGHWAY 471 FOR 6.8 MI (10.9 KM) TO THE INTERSECTION OF A MAIN
 DN9183'GRADE DIRT ROAD (THE ENTRANCE ROAD FOR THE GREEN SWAMP WILDLIFE
 DN9183'MANAGEMENT AREA).  TURN RIGHT THE MAIN GRADE DIRT ROAD AND GO EASTERLY
 DN9183'FOR ABOUT 300.0 FT (91.4 M) TO 2 METAL LOCKED GATES, PASSING THROUGH
 DN9183'THE LEFT GATE.  CONTINUE NORTHEASTERLY ON THE MAIN GRADE DIRT ROAD FOR
 DN9183'1.4 MI (2.3 KM) TO THE JUNCTION OF CAMPGROUND ROAD ON THE LEFT.
 DN9183'CONTINUE NORTH AND EAST ON THE MAIN GRADE DIRT ROAD FOR 1.4 MI (2.3
 DN9183'KM) TO THE INTERSECTION OF THE NORTH LEVEE ROAD AND SOUTH LEVEE ROAD.
 DN9183'TURN RIGHT ON SOUTH LEVEE ROAD AND GO SOUTH FOR 2.3 MI (3.7 KM) TO THE
 DN9183'JUNCTION OF TRAM GRADE ROAD ON THE RIGHT.  TURN RIGHT ON TRAM GRADE
 DN9183'ROAD AND GO WEST FOR 0.5 MI (0.8 KM) TO THE MARK ON THE LEFT, AN
 DN9183'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 35.7 FT (10.9 M) WITH AN
 DN9183'ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE,
 DN9183'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15
 DN9183'CM) BELOW THE LEVEL OF TRAM GRADE ROAD.
 DN9183'
 DN9183'LOCATED 48.6 FT (14.8 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DN9183'OF TRAM GRADE ROAD, 46.0 FT (14.0 M) EAST OF SURVEY MARK 17603 A, 12.8
 DN9183'FT (3.9 M) EAST-SOUTHEAST OF WATER MONITORING WELL 17604 AND 0.8 FT
 DN9183'(24 CM) NORTHWEST OF A CARSONITE WITNESS POST.
 DN9183'
 DN9183'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
 DN9183'
 DN9183'NOTE PERMISSION AND KEY MUST BE OBTAINED FROM THE WATER MANAGEMENT
 DN9183'DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9156 ***********************************************************************
 DN9156  DESIGNATION -  17606 A
 DN9156  PID         -  DN9156
 DN9156  STATE/COUNTY-  FL/SUMTER
 DN9156  COUNTRY     -  US
 DN9156  USGS QUAD   -  CLAY SINK (2018)
 DN9156
 DN9156                         *CURRENT SURVEY CONTROL
 DN9156  ______________________________________________________________________
 DN9156* NAD 83(1986) POSITION- 28 27 40.3    (N) 082 01 20.3    (W)   HD_HELD2
 DN9156* NAVD 88 ORTHO HEIGHT -    28.021 (meters)       91.93  (feet) ADJUSTED
 DN9156  ______________________________________________________________________
 DN9156  GEOID HEIGHT    -        -26.756 (meters)                     GEOID18
 DN9156  DYNAMIC HEIGHT  -         27.981 (meters)       91.80  (feet) COMP
 DN9156  MODELED GRAVITY -    979,206.0   (mgal)                       NAVD 88
 DN9156
 DN9156  VERT ORDER      -  SECOND    CLASS I
 DN9156
 DN9156.The horizontal coordinates were established by autonomous hand held GPS
 DN9156.observations and have an estimated accuracy of +/- 10 meters.
 DN9156
 DN9156.The orthometric height was determined by differential leveling and
 DN9156.adjusted by the NATIONAL GEODETIC SURVEY
 DN9156.in July 2012.
 DN9156
 DN9156.No vertical observational check was made to the station.
 DN9156
 DN9156.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9156.GEOID18 height accuracy estimate available here.
 DN9156
 DN9156.Click photographs - Photos may exist for this station.
 DN9156
 DN9156.The dynamic height is computed by dividing the NAVD 88
 DN9156.geopotential number by the normal gravity value computed on the
 DN9156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9156.degrees latitude (g = 980.6199 gals.).
 DN9156
 DN9156.The modeled gravity was interpolated from observed gravity values.
 DN9156
 DN9156;                    North         East    Units  Estimated Accuracy
 DN9156;SPC FL W     -   457,317.      197,816.      MT  (+/- 10 meters HH2 GPS)
 DN9156
 DN9156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9991248718(NAD 83)
 DN9156
 DN9156                          SUPERSEDED SURVEY CONTROL
 DN9156
 DN9156.No superseded survey control is available for this station.
 DN9156
 DN9156_MARKER: DD = SURVEY DISK
 DN9156_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9156_STAMPING: 17606 A 2011
 DN9156_MARK LOGO: SWFWMD
 DN9156_PROJECTION: RECESSED 5 CENTIMETERS
 DN9156_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9156+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2011
 DN9156_ROD/PIPE-DEPTH: 4.5 meters
 DN9156
 DN9156  HISTORY     - Date     Condition        Report By
 DN9156  HISTORY     - 20110406 MONUMENTED       FLDEP
 DN9156
 DN9156                          STATION DESCRIPTION
 DN9156
 DN9156'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN9156'THE MARK IS ABOUT 9.1 MI (14.6 KM) EAST OF LACOOCHEE, 7.1 MI (11.4 KM)
 DN9156'WEST OF BAY LAKE, 2.8 MI (4.5 KM) EAST-SOUTHEAST OF CLAY SINK, IN
 DN9156'SECTION 28, TOWNSHIP 23 SOUTH, RANGE 23 EAST.
 DN9156'
 DN9156'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND COUNTY
 DN9156'ROAD 471 IN TARRYTOWN, GO SOUTH ON COUNTY ROAD 471 FOR 6.8 MI (10.9
 DN9156'KM) TO THE INTERSECTION OF CENTER GRADE ROAD.  TURN LEFT ON CENTER
 DN9156'GRADE ROAD AND GO EAST FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF A DIM
 DN9156'ROAD ON THE RIGHT.  TURN RIGHT ON THE DIM ROAD AND GO SOUTH FOR 165.0
 DN9156'FT (50.3 M) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DN9156'REFUSAL AT A DEPTH OF 14.7 FT (4.5 M) WITH AN ALUMINUM DISK ATTACHED
 DN9156'AND INCASED IN A 4-INCH (10 CM) PVC PIPE, FLUSH WITH THE GROUND AND
 DN9156'LEVEL WITH THE DIM ROAD.
 DN9156'
 DN9156'LOCATED 165.0 FT (50.3 M) SOUTH-SOUTHWEST OF THE APPROXIMATE
 DN9156'CENTERLINE OF CENTER GRADE ROAD, 60.8 FT (18.5 M) WEST OF SURVEY MARK
 DN9156'17606 B, 50.4 FT (15.4 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE
 DN9156'OF THE DIM ROAD, 3.3 FT (1.0 M) SOUTH-SOUTHEAST OF THE SOUTHERN MOST
 DN9156'WELL HEAD AND 1.6 FT (0.5 M) EAST-NORTHEAST OF A CARSONITE WITNESS
 DN9156'POST.
 DN9156'
 DN9156'NOTE A MAGNET WAS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9155 ***********************************************************************
 DN9155  DESIGNATION -  17606 B
 DN9155  PID         -  DN9155
 DN9155  STATE/COUNTY-  FL/SUMTER
 DN9155  COUNTRY     -  US
 DN9155  USGS QUAD   -  CLAY SINK (2018)
 DN9155
 DN9155                         *CURRENT SURVEY CONTROL
 DN9155  ______________________________________________________________________
 DN9155* NAD 83(1986) POSITION- 28 27 40.8    (N) 082 01 19.0    (W)   HD_HELD2
 DN9155* NAVD 88 ORTHO HEIGHT -    27.960 (meters)       91.73  (feet) ADJUSTED
 DN9155  ______________________________________________________________________
 DN9155  GEOID HEIGHT    -        -26.756 (meters)                     GEOID18
 DN9155  DYNAMIC HEIGHT  -         27.920 (meters)       91.60  (feet) COMP
 DN9155  MODELED GRAVITY -    979,206.0   (mgal)                       NAVD 88
 DN9155
 DN9155  VERT ORDER      -  SECOND    CLASS I
 DN9155
 DN9155.The horizontal coordinates were established by autonomous hand held GPS
 DN9155.observations and have an estimated accuracy of +/- 10 meters.
 DN9155
 DN9155.The orthometric height was determined by differential leveling and
 DN9155.adjusted by the NATIONAL GEODETIC SURVEY
 DN9155.in July 2012.
 DN9155
 DN9155.No vertical observational check was made to the station.
 DN9155
 DN9155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9155.GEOID18 height accuracy estimate available here.
 DN9155
 DN9155.Click photographs - Photos may exist for this station.
 DN9155
 DN9155.The dynamic height is computed by dividing the NAVD 88
 DN9155.geopotential number by the normal gravity value computed on the
 DN9155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9155.degrees latitude (g = 980.6199 gals.).
 DN9155
 DN9155.The modeled gravity was interpolated from observed gravity values.
 DN9155
 DN9155;                    North         East    Units  Estimated Accuracy
 DN9155;SPC FL W     -   457,333.      197,851.      MT  (+/- 10 meters HH2 GPS)
 DN9155
 DN9155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9994848733(NAD 83)
 DN9155
 DN9155                          SUPERSEDED SURVEY CONTROL
 DN9155
 DN9155.No superseded survey control is available for this station.
 DN9155
 DN9155_MARKER: DD = SURVEY DISK
 DN9155_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN9155+WITH SETTING: INFORMATION.
 DN9155_STAMPING: 17606 B 2011
 DN9155_MARK LOGO: SWFWMD
 DN9155_PROJECTION: FLUSH
 DN9155_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9155+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2011
 DN9155_ROD/PIPE-DEPTH: 2.9 meters
 DN9155
 DN9155  HISTORY     - Date     Condition        Report By
 DN9155  HISTORY     - 20110406 MONUMENTED       FLDEP
 DN9155
 DN9155                          STATION DESCRIPTION
 DN9155
 DN9155'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN9155'THE MARK IS ABOUT 9.1 MI (14.6 KM) EAST OF LACOOCHEE, 7.1 MI (11.4 KM)
 DN9155'WEST OF BAY LAKE, 2.8 MI (4.5 KM) EAST-SOUTHEAST OF CLAY SINK, IN
 DN9155'SECTION 28, TOWNSHIP 23 SOUTH, RANGE 23 EAST.
 DN9155'
 DN9155'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND COUNTY
 DN9155'ROAD 471 IN TARRYTOWN, GO SOUTH ON COUNTY ROAD 471 FOR 6.8 MI (10.9
 DN9155'KM) TO THE INTERSECTION OF CENTER GRADE ROAD.  TURN LEFT ON CENTER
 DN9155'GRADE ROAD AND GO EAST FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF A DIM
 DN9155'ROAD ON THE RIGHT.  TURN RIGHT ON THE DIM ROAD AND GO SOUTH FOR 148.1
 DN9155'FT (45.1 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DN9155'AT A DEPTH OF 9.6 FT (2.9 M) WITH AN ALUMINUM DISK ATTACHED AND
 DN9155'INCASED IN A 4-INCH (10 CM) PVC PIPE, FLUSH WITH THE GROUND AND LEVEL
 DN9155'WITH THE DIM ROAD.
 DN9155'
 DN9155'LOCATED 148.1 FT (45.1 M) SOUTH-SOUTHWEST OF THE APPROXIMATE
 DN9155'CENTERLINE OF CENTER GRADE ROAD, 63.0 FT (19.2 M) EAST OF THE NORTHERN
 DN9155'MOST WELL HEAD, 60.8 FT (18.5 M) EAST OF SURVEY MARK 17606 A, 11.3 FT
 DN9155'(3.4 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE DIM ROAD
 DN9155'AND 1.6 FT (0.5 M) WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 DN9155'
 DN9155'NOTE A MAGNET WAS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9160 ***********************************************************************
 DN9160  DESIGNATION -  17608 A
 DN9160  PID         -  DN9160
 DN9160  STATE/COUNTY-  FL/SUMTER
 DN9160  COUNTRY     -  US
 DN9160  USGS QUAD   -  BAY LAKE (2018)
 DN9160
 DN9160                         *CURRENT SURVEY CONTROL
 DN9160  ______________________________________________________________________
 DN9160* NAD 83(1986) POSITION- 28 27 42.1    (N) 081 58 55.8    (W)   HD_HELD2
 DN9160* NAVD 88 ORTHO HEIGHT -    29.184 (meters)       95.75  (feet) ADJUSTED
 DN9160  ______________________________________________________________________
 DN9160  GEOID HEIGHT    -        -26.794 (meters)                     GEOID18
 DN9160  DYNAMIC HEIGHT  -         29.142 (meters)       95.61  (feet) COMP
 DN9160  MODELED GRAVITY -    979,206.1   (mgal)                       NAVD 88
 DN9160
 DN9160  VERT ORDER      -  SECOND    CLASS I
 DN9160
 DN9160.The horizontal coordinates were established by autonomous hand held GPS
 DN9160.observations and have an estimated accuracy of +/- 10 meters.
 DN9160
 DN9160.The orthometric height was determined by differential leveling and
 DN9160.adjusted by the NATIONAL GEODETIC SURVEY
 DN9160.in July 2012.
 DN9160
 DN9160.No vertical observational check was made to the station.
 DN9160
 DN9160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9160.GEOID18 height accuracy estimate available here.
 DN9160
 DN9160.Click photographs - Photos may exist for this station.
 DN9160
 DN9160.The dynamic height is computed by dividing the NAVD 88
 DN9160.geopotential number by the normal gravity value computed on the
 DN9160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9160.degrees latitude (g = 980.6199 gals.).
 DN9160
 DN9160.The modeled gravity was interpolated from observed gravity values.
 DN9160
 DN9160;                    North         East    Units  Estimated Accuracy
 DN9160;SPC FL W     -   457,373.      201,746.      MT  (+/- 10 meters HH2 GPS)
 DN9160
 DN9160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0384348741(NAD 83)
 DN9160
 DN9160                          SUPERSEDED SURVEY CONTROL
 DN9160
 DN9160.No superseded survey control is available for this station.
 DN9160
 DN9160_MARKER: DD = SURVEY DISK
 DN9160_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9160_STAMPING: 17608 A 2011
 DN9160_MARK LOGO: SWFWMD
 DN9160_PROJECTION: RECESSED 5 CENTIMETERS
 DN9160_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9160+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2011
 DN9160_ROD/PIPE-DEPTH: 7.8 meters
 DN9160
 DN9160  HISTORY     - Date     Condition        Report By
 DN9160  HISTORY     - 20110406 MONUMENTED       FLDEP
 DN9160
 DN9160                          STATION DESCRIPTION
 DN9160
 DN9160'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN9160'THE MARK IS 9.9 MI (15.9 KM) SOUTHWEST OF MASCOTTE, 5.2 MI (8.4 KM)
 DN9160'EAST OF CLAY SINK, 4.8 MI (7.7 KM) WEST-SOUTHWEST OF BAY LAKE, IN
 DN9160'SECTION 26, TOWNSHIP 23 SOUTH, RANGE 23 EAST.
 DN9160'
 DN9160'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND COUNTY
 DN9160'ROAD 471 IN TARRYTOWN, GO SOUTH ON COUNTY ROAD 471 FOR 6.8 MI (10.9
 DN9160'KM) TO THE INTERSECTION OF CENTER GRADE ROAD.  TURN LEFT ON CENTER
 DN9160'GRADE ROAD AND GO EAST FOR 4.8 MI (7.7 KM) TO THE INTERSECTION OF
 DN9160'NORTH GRADE ROAD ON THE LEFT AND SOUTH GRADE ROAD ON THE RIGHT AND THE
 DN9160'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DN9160'25.6 FT (7.8 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH
 DN9160'(10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DN9160'AND 0.6 FT (18 CM) BELOW THE LEVEL OF EAST GRADE ROAD.
 DN9160'
 DN9160'LOCATED 93.8 FT (28.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF CENTER
 DN9160'GRADE ROAD, 48.1 FT (14.7 M) NORTH OF SURVEY MARK 17608 B, 41.7 FT
 DN9160'(12.7 M) WEST OF THE APPROXIMATE CENTERLINE OF EAST GRADE ROAD, 6.7 FT
 DN9160'(2.0 M) NORTHWEST OF THE WELL HEAD AND 1.1 FT (0.3 M) EAST OF A
 DN9160'CARSONITE WITNESS POST.
 DN9160'
 DN9160'NOTE A MAGNET WAS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9159 ***********************************************************************
 DN9159  DESIGNATION -  17608 B
 DN9159  PID         -  DN9159
 DN9159  STATE/COUNTY-  FL/SUMTER
 DN9159  COUNTRY     -  US
 DN9159  USGS QUAD   -  BAY LAKE (2018)
 DN9159
 DN9159                         *CURRENT SURVEY CONTROL
 DN9159  ______________________________________________________________________
 DN9159* NAD 83(1986) POSITION- 28 27 41.5    (N) 081 58 56.3    (W)   HD_HELD2
 DN9159* NAVD 88 ORTHO HEIGHT -    29.277 (meters)       96.05  (feet) ADJUSTED
 DN9159  ______________________________________________________________________
 DN9159  GEOID HEIGHT    -        -26.794 (meters)                     GEOID18
 DN9159  DYNAMIC HEIGHT  -         29.235 (meters)       95.92  (feet) COMP
 DN9159  MODELED GRAVITY -    979,206.1   (mgal)                       NAVD 88
 DN9159
 DN9159  VERT ORDER      -  SECOND    CLASS I
 DN9159
 DN9159.The horizontal coordinates were established by autonomous hand held GPS
 DN9159.observations and have an estimated accuracy of +/- 10 meters.
 DN9159
 DN9159.The orthometric height was determined by differential leveling and
 DN9159.adjusted by the NATIONAL GEODETIC SURVEY
 DN9159.in July 2012.
 DN9159
 DN9159.No vertical observational check was made to the station.
 DN9159
 DN9159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9159.GEOID18 height accuracy estimate available here.
 DN9159
 DN9159.Click photographs - Photos may exist for this station.
 DN9159
 DN9159.The dynamic height is computed by dividing the NAVD 88
 DN9159.geopotential number by the normal gravity value computed on the
 DN9159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9159.degrees latitude (g = 980.6199 gals.).
 DN9159
 DN9159.The modeled gravity was interpolated from observed gravity values.
 DN9159
 DN9159;                    North         East    Units  Estimated Accuracy
 DN9159;SPC FL W     -   457,354.      201,733.      MT  (+/- 10 meters HH2 GPS)
 DN9159
 DN9159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0382948722(NAD 83)
 DN9159
 DN9159                          SUPERSEDED SURVEY CONTROL
 DN9159
 DN9159.No superseded survey control is available for this station.
 DN9159
 DN9159_MARKER: DD = SURVEY DISK
 DN9159_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9159_STAMPING: 17608 B 2011
 DN9159_MARK LOGO: SWFWMD
 DN9159_PROJECTION: RECESSED 5 CENTIMETERS
 DN9159_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9159+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2011
 DN9159_ROD/PIPE-DEPTH: 4.8 meters
 DN9159
 DN9159  HISTORY     - Date     Condition        Report By
 DN9159  HISTORY     - 20110406 MONUMENTED       FLDEP
 DN9159
 DN9159                          STATION DESCRIPTION
 DN9159
 DN9159'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN9159'THE MARK IS 9.9 MI (15.9 KM) SOUTHWEST OF MASCOTTE, 5.2 MI (8.4 KM)
 DN9159'EAST OF CLAY SINK, 4.8 MI (7.7 KM) WEST-SOUTHWEST OF BAY LAKE, IN
 DN9159'SECTION 26, TOWNSHIP 23 SOUTH, RANGE 23 EAST.
 DN9159'
 DN9159'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND COUNTY
 DN9159'ROAD 471 IN TARRYTOWN, GO SOUTH ON COUNTY ROAD 471 FOR 6.8 MI (10.9
 DN9159'KM) TO THE INTERSECTION OF CENTER GRADE ROAD.  TURN LEFT ON CENTER
 DN9159'GRADE ROAD AND GO EAST FOR 4.8 MI (7.7 KM) TO THE INTERSECTION OF
 DN9159'NORTH GRADE ROAD ON THE LEFT AND SOUTH GRADE ROAD ON THE RIGHT AND THE
 DN9159'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DN9159'15.7 FT (4.8 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH
 DN9159'(10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DN9159'AND 0.8 FT (24 CM) BELOW THE LEVEL OF EAST GRADE ROAD.
 DN9159'
 DN9159'LOCATED 142.3 FT (43.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DN9159'CENTER GRADE ROAD, 48.1 FT (14.7 M) SOUTH OF SURVEY MARK 17608 A, 47.4
 DN9159'FT (14.4 M) WEST OF THE APPROXIMATE CENTERLINE OF SOUTH GRADE ROAD,
 DN9159'42.8 FT (13.0 M) SOUTH-SOUTHWEST OF THE WELL HEAD AND 1.4 FT (0.4 M)
 DN9159'EAST OF A CARSONITE WITNESS POST.
 DN9159'
 DN9159'NOTE A MAGNET WAS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8891 ***********************************************************************
 DO8891  DESIGNATION -  17614 A
 DO8891  PID         -  DO8891
 DO8891  STATE/COUNTY-  FL/POLK
 DO8891  COUNTRY     -  US
 DO8891  USGS QUAD   -  GUM LAKE (2018)
 DO8891
 DO8891                         *CURRENT SURVEY CONTROL
 DO8891  ______________________________________________________________________
 DO8891* NAD 83(1986) POSITION- 28 08 42.3    (N) 081 39 51.3    (W)   HD_HELD2
 DO8891* NAVD 88 ORTHO HEIGHT -    40.143 (meters)      131.70  (feet) ADJUSTED
 DO8891  ______________________________________________________________________
 DO8891  GEOID HEIGHT    -        -27.152 (meters)                     GEOID18
 DO8891  DYNAMIC HEIGHT  -         40.083 (meters)      131.51  (feet) COMP
 DO8891  MODELED GRAVITY -    979,149.1   (mgal)                       NAVD 88
 DO8891
 DO8891  VERT ORDER      -  FIRST     CLASS II
 DO8891
 DO8891.The horizontal coordinates were established by autonomous hand held GPS
 DO8891.observations and have an estimated accuracy of +/- 10 meters.
 DO8891
 DO8891.The orthometric height was determined by differential leveling and
 DO8891.adjusted by the NATIONAL GEODETIC SURVEY
 DO8891.in December 2013.
 DO8891
 DO8891.No vertical observational check was made to the station.
 DO8891
 DO8891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8891.GEOID18 height accuracy estimate available here.
 DO8891
 DO8891.Click photographs - Photos may exist for this station.
 DO8891
 DO8891.The dynamic height is computed by dividing the NAVD 88
 DO8891.geopotential number by the normal gravity value computed on the
 DO8891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8891.degrees latitude (g = 980.6199 gals.).
 DO8891
 DO8891.The modeled gravity was interpolated from observed gravity values.
 DO8891
 DO8891;                    North         East    Units  Estimated Accuracy
 DO8891;SPC FL W     -   422,332.      232,979.      MT  (+/- 10 meters HH2 GPS)
 DO8891
 DO8891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3477613452(NAD 83)
 DO8891
 DO8891                          SUPERSEDED SURVEY CONTROL
 DO8891
 DO8891.No superseded survey control is available for this station.
 DO8891
 DO8891_MARKER: DD = SURVEY DISK
 DO8891_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8891_STAMPING: 17614 A 2012
 DO8891_MARK LOGO: SWFWMD
 DO8891_PROJECTION: RECESSED 5 CENTIMETERS
 DO8891_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8891+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2012
 DO8891_ROD/PIPE-DEPTH: 6.1 meters
 DO8891
 DO8891  HISTORY     - Date     Condition        Report By
 DO8891  HISTORY     - 20120912 MONUMENTED       FLDEP
 DO8891
 DO8891                          STATION DESCRIPTION
 DO8891
 DO8891'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8891'THE MARK IS ABOUT 9.4 MI (15.1 KM) NORTHEAST OF AUBURNDALE, 8.9 MI
 DO8891'(14.3 KM) NORTH-NORTHWEST OF DUNDEE, 4.0 MI (6.4 KM) WEST-SOUTHWEST OF
 DO8891'DAVENPORT, IN SECTION 12, TOWNSHIP 27 SOUTH, RANGE 26 EAST.  NOTE
 DO8891'OWNER OF PROPERTY AT 4554 BONNET LAKE DRIVE IS PHIL MITCHELL.
 DO8891'
 DO8891'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, WEST MAIN
 DO8891'STREET AND COUNTY ROAD 17 (OLD POLK CITY ROAD) IN HAINES CITY, GO WEST
 DO8891'AND NORTHWEST ON COUNTY ROAD 17 (OLD POLK CITY ROAD) FOR 2.4 MI (3.9
 DO8891'KM) TO THE JUNCTION OF BONNET LAKE DRIVE ON THE RIGHT, TURN RIGHT ON
 DO8891'BONNET LAKE DRIVE AND GO EAST AND NORTHWEST FOR 0.2 MI (0.3 KM) TO A
 DO8891'DEAD END AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DO8891'AT A DEPTH OF 19.9 FT (6.1 M) WITH AN ALUMINUM DISK ENCASED IN A
 DO8891'4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO8891'GROUND AND LEVEL WITH BONNET LAKE DRIVE.
 DO8891'
 DO8891'LOCATED 89.4 FT (27.2 M) SOUTH-SOUTHWEST OF SURVEY MARK 17614 B, 18.0
 DO8891'FT (5.5 M) NORTHEAST OF A 12-INCH (30 CM) DIAMETER DATE PALM TREE,
 DO8891'12.0 FT (3.7 M) WEST OF THE APPROXIMATE CENTERLINE OF BONNET LAKE
 DO8891'DRIVE, 4.2 FT (1.3 M) EAST OF A WOODEN POWER POLE NUMBERED 6-31135 AND
 DO8891'3.9 FT (1.2 M) EAST OF A CARSONITE WITNESS POST.
 DO8891'
 DO8891'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8891'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8892 ***********************************************************************
 DO8892  DESIGNATION -  17614 B
 DO8892  PID         -  DO8892
 DO8892  STATE/COUNTY-  FL/POLK
 DO8892  COUNTRY     -  US
 DO8892  USGS QUAD   -  GUM LAKE (2018)
 DO8892
 DO8892                         *CURRENT SURVEY CONTROL
 DO8892  ______________________________________________________________________
 DO8892* NAD 83(1986) POSITION- 28 08 43.2    (N) 081 39 51.1    (W)   HD_HELD2
 DO8892* NAVD 88 ORTHO HEIGHT -    39.739 (meters)      130.38  (feet) ADJUSTED
 DO8892  ______________________________________________________________________
 DO8892  GEOID HEIGHT    -        -27.153 (meters)                     GEOID18
 DO8892  DYNAMIC HEIGHT  -         39.679 (meters)      130.18  (feet) COMP
 DO8892  MODELED GRAVITY -    979,149.1   (mgal)                       NAVD 88
 DO8892
 DO8892  VERT ORDER      -  FIRST     CLASS II
 DO8892
 DO8892.The horizontal coordinates were established by autonomous hand held GPS
 DO8892.observations and have an estimated accuracy of +/- 10 meters.
 DO8892
 DO8892.The orthometric height was determined by differential leveling and
 DO8892.adjusted by the NATIONAL GEODETIC SURVEY
 DO8892.in December 2013.
 DO8892
 DO8892.No vertical observational check was made to the station.
 DO8892
 DO8892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8892.GEOID18 height accuracy estimate available here.
 DO8892
 DO8892.Click photographs - Photos may exist for this station.
 DO8892
 DO8892.The dynamic height is computed by dividing the NAVD 88
 DO8892.geopotential number by the normal gravity value computed on the
 DO8892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8892.degrees latitude (g = 980.6199 gals.).
 DO8892
 DO8892.The modeled gravity was interpolated from observed gravity values.
 DO8892
 DO8892;                    North         East    Units  Estimated Accuracy
 DO8892;SPC FL W     -   422,360.      232,984.      MT  (+/- 10 meters HH2 GPS)
 DO8892
 DO8892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3478113480(NAD 83)
 DO8892
 DO8892                          SUPERSEDED SURVEY CONTROL
 DO8892
 DO8892.No superseded survey control is available for this station.
 DO8892
 DO8892_MARKER: DD = SURVEY DISK
 DO8892_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8892_STAMPING: 17614 B 2012
 DO8892_MARK LOGO: SWFWMD
 DO8892_PROJECTION: FLUSH
 DO8892_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8892+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2012
 DO8892_ROD/PIPE-DEPTH: 6.0 meters
 DO8892
 DO8892  HISTORY     - Date     Condition        Report By
 DO8892  HISTORY     - 20120912 MONUMENTED       FLDEP
 DO8892
 DO8892                          STATION DESCRIPTION
 DO8892
 DO8892'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8892'THE MARK IS ABOUT 9.4 MI (15.1 KM) NORTHEAST OF AUBURNDALE, 8.9 MI
 DO8892'(14.3 KM) NORTH-NORTHWEST OF DUNDEE, 4.0 MI (6.4 KM) WEST-SOUTHWEST OF
 DO8892'DAVENPORT, IN SECTION 12, TOWNSHIP 27 SOUTH, RANGE 26 EAST.  NOTE
 DO8892'OWNER OF THE PROPERTY AT 4552 BONNET LAKE DRIVE IS MIKE LIST.
 DO8892'
 DO8892'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, WEST MAIN
 DO8892'STREET AND COUNTY ROAD 17 (OLD POLK CITY ROAD) IN HAINES CITY, GO WEST
 DO8892'AND NORTHWEST ON COUNTY ROAD 17 (OLD POLK CITY ROAD) FOR 2.4 MI (3.9
 DO8892'KM) TO THE JUNCTION OF BONNET LAKE DRIVE ON THE RIGHT.  TURN RIGHT ON
 DO8892'BONNET LAKE DRIVE AND GO EAST AND NORTHWEST FOR 0.2 MI (0.3 KM) TO A
 DO8892'DEAD END AND THE MARK ON THE RIGHT SIDE OF A BOAT RAMP, AN ALUMINUM
 DO8892'ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.7 FT (6.0 M) WITH AN ALUMINUM
 DO8892'DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DO8892'LEVEL WITH BONNET LAKE DRIVE.
 DO8892'
 DO8892'LOCATED 89.4 FT (27.2 M) NORTH-NORTHEAST OF SURVEY MARK 17614 A, 24.9
 DO8892'FT (7.6 M) NORTH OF THE NORTHWEST CORNER OF A ONE STORY HOUSE AT 4552
 DO8892'BONNET LAKE DRIVE, 23.0 FT (7.0 M) SOUTH-SOUTHWEST OF A STAFF GAUGE,
 DO8892'8.0 FT (2.4 M) EAST OF THE APPROXIMATE CENTERLINE OF A CONCRETE BOAT
 DO8892'RAMP (BONNET LAKE DRIVE EXTENSION) AND 2.9 FT (0.9 M) SOUTHEAST OF A
 DO8892'WOODEN SEAWALL CORNER.
 DO8892'
 DO8892'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8892'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9337 ***********************************************************************
 DO9337  DESIGNATION -  17619 A
 DO9337  PID         -  DO9337
 DO9337  STATE/COUNTY-  FL/POLK
 DO9337  COUNTRY     -  US
 DO9337  USGS QUAD   -  LAKELAND (2018)
 DO9337
 DO9337                         *CURRENT SURVEY CONTROL
 DO9337  ______________________________________________________________________
 DO9337* NAD 83(1986) POSITION- 28 06 13.3    (N) 081 56 59.5    (W)   HD_HELD2
 DO9337* NAVD 88 ORTHO HEIGHT -    44.104 (meters)      144.70  (feet) ADJUSTED
 DO9337  ______________________________________________________________________
 DO9337  GEOID HEIGHT    -        -26.394 (meters)                     GEOID18
 DO9337  DYNAMIC HEIGHT  -         44.038 (meters)      144.48  (feet) COMP
 DO9337  MODELED GRAVITY -    979,161.3   (mgal)                       NAVD 88
 DO9337
 DO9337  VERT ORDER      -  SECOND    CLASS I
 DO9337
 DO9337.The horizontal coordinates were established by autonomous hand held GPS
 DO9337.observations and have an estimated accuracy of +/- 10 meters.
 DO9337
 DO9337.The orthometric height was determined by differential leveling and
 DO9337.adjusted by the NATIONAL GEODETIC SURVEY
 DO9337.in January 2014.
 DO9337
 DO9337.No vertical observational check was made to the station.
 DO9337
 DO9337.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9337.GEOID18 height accuracy estimate available here.
 DO9337
 DO9337.Click photographs - Photos may exist for this station.
 DO9337
 DO9337.The dynamic height is computed by dividing the NAVD 88
 DO9337.geopotential number by the normal gravity value computed on the
 DO9337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9337.degrees latitude (g = 980.6199 gals.).
 DO9337
 DO9337.The modeled gravity was interpolated from observed gravity values.
 DO9337
 DO9337;                    North         East    Units  Estimated Accuracy
 DO9337;SPC FL W     -   417,701.      204,927.      MT  (+/- 10 meters HH2 GPS)
 DO9337
 DO9337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0669409053(NAD 83)
 DO9337
 DO9337                          SUPERSEDED SURVEY CONTROL
 DO9337
 DO9337.No superseded survey control is available for this station.
 DO9337
 DO9337_MARKER: DD = SURVEY DISK
 DO9337_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9337_STAMPING: 17619 A
 DO9337_MARK LOGO: FLDEP
 DO9337_PROJECTION: RECESSED 3 CENTIMETERS
 DO9337_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9337+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DO9337_ROD/PIPE-DEPTH: 7.5 meters
 DO9337
 DO9337  HISTORY     - Date     Condition        Report By
 DO9337  HISTORY     - 20120807 MONUMENTED       FLDEP
 DO9337
 DO9337                          STATION DESCRIPTION
 DO9337
 DO9337'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9337'THE MARK IS ABOUT 6.1 MI (9.8 KM) SOUTHEAST OF SOCRUM, 4.5 MI (7.2 KM)
 DO9337'NORTH OF LAKELAND, 3.7 MI (6.0 KM) SOUTH-SOUTHEAST OF PROVIDENCE, IN
 DO9337'SECTION 30, TOWNSHIP 27 SOUTH, RANGE 24 EAST.
 DO9337'
 DO9337'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND MARCUM
 DO9337'ROAD IN LAKELAND, GO EAST ON MARCUM ROAD FOR 1.7 MI (2.7 KM) TO THE
 DO9337'INTERSECTION OF NORTH SOCRUM LOOP ROAD (COUNTY ROAD 582) ON THE RIGHT
 DO9337'AND GRADY MOCK ROAD ON THE LEFT.  TURN RIGHT ON NORTH SOCRUM LOOP
 DO9337'(COUNTY ROAD 582) AND GO SOUTH FOR 1.8 MI (2.9 KM) TO THE MARK ON THE
 DO9337'RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 24.7 FT
 DO9337'(7.5 M) ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.1 FT (3 CM)
 DO9337'BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL OF
 DO9337'NORTH SOCRUM LOOP ROAD.
 DO9337'
 DO9337'LOCATED 83.6 FT (25.5 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DO9337'OF NORTH SOCRUM LOOP ROAD NORTHBOUND LANES, 51.0 FT (15.5 M)
 DO9337'EAST-SOUTHEAST OF A STEEL GUARDRAIL, 49.6 FT (15.1 M) NORTHWEST OF A
 DO9337'BOX CULVERT, 20.2 FT (6.2 M) SOUTHEAST OF SURVEY MARK 17619 B, 13.3 FT
 DO9337'(4.1 M) SOUTH OF THE WELL HEAD, 2.2 FT (0.7 M) SOUTH-SOUTHWEST OF A
 DO9337'CARSONITE WITNESS POST.
 DO9337'
 DO9337'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9336 ***********************************************************************
 DO9336  DESIGNATION -  17619 B
 DO9336  PID         -  DO9336
 DO9336  STATE/COUNTY-  FL/POLK
 DO9336  COUNTRY     -  US
 DO9336  USGS QUAD   -  LAKELAND (2018)
 DO9336
 DO9336                         *CURRENT SURVEY CONTROL
 DO9336  ______________________________________________________________________
 DO9336* NAD 83(1986) POSITION- 28 06 13.4    (N) 081 56 59.8    (W)   HD_HELD2
 DO9336* NAVD 88 ORTHO HEIGHT -    44.356 (meters)      145.52  (feet) ADJUSTED
 DO9336  ______________________________________________________________________
 DO9336  GEOID HEIGHT    -        -26.394 (meters)                     GEOID18
 DO9336  DYNAMIC HEIGHT  -         44.290 (meters)      145.31  (feet) COMP
 DO9336  MODELED GRAVITY -    979,161.3   (mgal)                       NAVD 88
 DO9336
 DO9336  VERT ORDER      -  SECOND    CLASS I
 DO9336
 DO9336.The horizontal coordinates were established by autonomous hand held GPS
 DO9336.observations and have an estimated accuracy of +/- 10 meters.
 DO9336
 DO9336.The orthometric height was determined by differential leveling and
 DO9336.adjusted by the NATIONAL GEODETIC SURVEY
 DO9336.in January 2014.
 DO9336
 DO9336.No vertical observational check was made to the station.
 DO9336
 DO9336.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9336.GEOID18 height accuracy estimate available here.
 DO9336
 DO9336.Click photographs - Photos may exist for this station.
 DO9336
 DO9336.The dynamic height is computed by dividing the NAVD 88
 DO9336.geopotential number by the normal gravity value computed on the
 DO9336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9336.degrees latitude (g = 980.6199 gals.).
 DO9336
 DO9336.The modeled gravity was interpolated from observed gravity values.
 DO9336
 DO9336;                    North         East    Units  Estimated Accuracy
 DO9336;SPC FL W     -   417,704.      204,919.      MT  (+/- 10 meters HH2 GPS)
 DO9336
 DO9336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0668609056(NAD 83)
 DO9336
 DO9336                          SUPERSEDED SURVEY CONTROL
 DO9336
 DO9336.No superseded survey control is available for this station.
 DO9336
 DO9336_MARKER: DD = SURVEY DISK
 DO9336_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9336_STAMPING: 17619 B 2012
 DO9336_MARK LOGO: FLDEP
 DO9336_PROJECTION: RECESSED 3 CENTIMETERS
 DO9336_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9336+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DO9336_ROD/PIPE-DEPTH: 6.3 meters
 DO9336
 DO9336  HISTORY     - Date     Condition        Report By
 DO9336  HISTORY     - 20120807 MONUMENTED       FLDEP
 DO9336
 DO9336                          STATION DESCRIPTION
 DO9336
 DO9336'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9336'THE MARK IS ABOUT 6.1 MI (9.8 KM) SOUTHEAST OF SOCRUM, 4.5 MI (7.2 KM)
 DO9336'NORTH OF LAKELAND, 3.7 MI (6.0 KM) SOUTH-SOUTHEAST OF PROVIDENCE, IN
 DO9336'SECTION 30, TOWNSHIP 27 SOUTH, RANGE 24 EAST.
 DO9336'
 DO9336'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND MARCUM
 DO9336'ROAD IN LAKELAND, GO EAST ON MARCUM ROAD FOR 1.7 MI (2.7 KM) TO THE
 DO9336'INTERSECTION OF NORTH SOCRUM LOOP ROAD (COUNTY ROAD 582) ON THE RIGHT
 DO9336'AND GRADY MOCK ROAD ON THE LEFT.  TURN RIGHT ON NORTH SOCRUM LOOP
 DO9336'(COUNTY ROAD 582) AND GO SOUTH FOR 1.8 MI (2.9 KM) TO THE MARK ON THE
 DO9336'RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 20.6 FT
 DO9336'(6.3 M) ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.1 FT (3 CM)
 DO9336'BELOW THE LEVEL OF THE GROUND AND 0.4 FT (12 CM) BELOW THE LEVEL OF
 DO9336'NORTH SOCRUM LOOP ROAD.
 DO9336'
 DO9336'LOCATED 69.5 FT (21.2 M) NORTHWEST OF THE NORTH EDGE OF A BOX CULVERT,
 DO9336'64.0 FT (19.5 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF NORTH
 DO9336'SOCRUM LOOP ROAD NORTHBOUND LANES, 31.7 FT (9.7 M) EAST-SOUTHEAST OF A
 DO9336'STEEL GUARDRAIL, 20.2 FT (6.2 M) NORTHWEST OF SURVEY MARK 17619 A,
 DO9336'17.0 FT (5.2 M) WEST OF THE WELL HEAD AND 1.8 FT (0.5 M)
 DO9336'WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9336'
 DO9336'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9341 ***********************************************************************
 DO9341  DESIGNATION -  17621 A
 DO9341  PID         -  DO9341
 DO9341  STATE/COUNTY-  FL/POLK
 DO9341  COUNTRY     -  US
 DO9341  USGS QUAD   -  LAKELAND (2018)
 DO9341
 DO9341                         *CURRENT SURVEY CONTROL
 DO9341  ______________________________________________________________________
 DO9341* NAD 83(1986) POSITION- 28 06 34.5    (N) 081 56 55.5    (W)   HD_HELD2
 DO9341* NAVD 88 ORTHO HEIGHT -    44.258 (meters)      145.20  (feet) ADJUSTED
 DO9341  ______________________________________________________________________
 DO9341  GEOID HEIGHT    -        -26.416 (meters)                     GEOID18
 DO9341  DYNAMIC HEIGHT  -         44.193 (meters)      144.99  (feet) COMP
 DO9341  MODELED GRAVITY -    979,161.1   (mgal)                       NAVD 88
 DO9341
 DO9341  VERT ORDER      -  SECOND    CLASS I
 DO9341
 DO9341.The horizontal coordinates were established by autonomous hand held GPS
 DO9341.observations and have an estimated accuracy of +/- 10 meters.
 DO9341
 DO9341.The orthometric height was determined by differential leveling and
 DO9341.adjusted by the NATIONAL GEODETIC SURVEY
 DO9341.in January 2014.
 DO9341
 DO9341.No vertical observational check was made to the station.
 DO9341
 DO9341.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9341.GEOID18 height accuracy estimate available here.
 DO9341
 DO9341.Click photographs - Photos may exist for this station.
 DO9341
 DO9341.The dynamic height is computed by dividing the NAVD 88
 DO9341.geopotential number by the normal gravity value computed on the
 DO9341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9341.degrees latitude (g = 980.6199 gals.).
 DO9341
 DO9341.The modeled gravity was interpolated from observed gravity values.
 DO9341
 DO9341;                    North         East    Units  Estimated Accuracy
 DO9341;SPC FL W     -   418,353.      205,036.      MT  (+/- 10 meters HH2 GPS)
 DO9341
 DO9341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0680809705(NAD 83)
 DO9341
 DO9341                          SUPERSEDED SURVEY CONTROL
 DO9341
 DO9341.No superseded survey control is available for this station.
 DO9341
 DO9341_MARKER: DD = SURVEY DISK
 DO9341_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9341_STAMPING: 17621 A 2012
 DO9341_MARK LOGO: SWFWMD
 DO9341_PROJECTION: RECESSED 8 CENTIMETERS
 DO9341_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9341_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9341+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2012
 DO9341_ROD/PIPE-DEPTH: 8.7 meters
 DO9341
 DO9341  HISTORY     - Date     Condition        Report By
 DO9341  HISTORY     - 20120808 MONUMENTED       FLDEP
 DO9341
 DO9341                          STATION DESCRIPTION
 DO9341
 DO9341'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9341'HE MARK IS ABOUT 5.9 MI (9.5 KM) SOUTHEAST OF SOCRUM, 4.8 MI (7.7 KM)
 DO9341'NORTH OF LAKELAND, 3.4 MI (5.5 KM) SOUTH-SOUTHEAST OF PROVIDENCE, IN
 DO9341'SECTION 30, TOWNSHIP 27 SOUTH, RANGE 24 EAST.
 DO9341'
 DO9341'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND MARCUM
 DO9341'ROAD IN LAKELAND, GO EAST ON MARCUM ROAD FOR 1.7 MI (2.7 KM) TO THE
 DO9341'INTERSECTION OF NORTH SOCRUM LOOP ROAD (COUNTY ROAD 582) ON THE RIGHT
 DO9341'AND GRADY MOCK ROAD ON THE LEFT.  TURN RIGHT ON NORTH SOCRUM LOOP
 DO9341'(COUNTY ROAD 582) AND GO SOUTH FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF
 DO9341'POST LANE ON THE RIGHT.  TURN RIGHT ON POST LANE AND GO NORTHWESTERLY
 DO9341'FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ALLOY ROD
 DO9341'DRIVEN TO REFUSAL AT A DEPTH OF 28.6 FT (8.7 M) ENCASED IN A 4-INCH
 DO9341'(10 CM) PVC PIPE, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND
 DO9341'AND LEVEL WITH POST LANE.
 DO9341'
 DO9341'LOCATED 139.2 FT (42.4 M) SOUTH-SOUTHEAST OF A YELLOW FIRE HYDRANT,
 DO9341'104.0 FT (31.7 M) NORTH-NORTHWEST OF SURVEY MARK 17621 B, 14.7 FT (4.5
 DO9341'M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF POST LANE, 12.9 FT
 DO9341'(3.9 M) EAST-NORTHEAST OF UTILITY POLE 114880 AND 12.5 FT (3.8 M)
 DO9341'NORTHEAST OF A CARSONITE WITNESS POST.
 DO9341'
 DO9341'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9340 ***********************************************************************
 DO9340  DESIGNATION -  17621 B
 DO9340  PID         -  DO9340
 DO9340  STATE/COUNTY-  FL/POLK
 DO9340  COUNTRY     -  US
 DO9340  USGS QUAD   -  LAKELAND (2018)
 DO9340
 DO9340                         *CURRENT SURVEY CONTROL
 DO9340  ______________________________________________________________________
 DO9340* NAD 83(1986) POSITION- 28 06 33.6    (N) 081 56 55.0    (W)   HD_HELD2
 DO9340* NAVD 88 ORTHO HEIGHT -    44.429 (meters)      145.76  (feet) ADJUSTED
 DO9340  ______________________________________________________________________
 DO9340  GEOID HEIGHT    -        -26.415 (meters)                     GEOID18
 DO9340  DYNAMIC HEIGHT  -         44.363 (meters)      145.55  (feet) COMP
 DO9340  MODELED GRAVITY -    979,161.1   (mgal)                       NAVD 88
 DO9340
 DO9340  VERT ORDER      -  SECOND    CLASS I
 DO9340
 DO9340.The horizontal coordinates were established by autonomous hand held GPS
 DO9340.observations and have an estimated accuracy of +/- 10 meters.
 DO9340
 DO9340.The orthometric height was determined by differential leveling and
 DO9340.adjusted by the NATIONAL GEODETIC SURVEY
 DO9340.in January 2014.
 DO9340
 DO9340.No vertical observational check was made to the station.
 DO9340
 DO9340.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9340.GEOID18 height accuracy estimate available here.
 DO9340
 DO9340.Click photographs - Photos may exist for this station.
 DO9340
 DO9340.The dynamic height is computed by dividing the NAVD 88
 DO9340.geopotential number by the normal gravity value computed on the
 DO9340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9340.degrees latitude (g = 980.6199 gals.).
 DO9340
 DO9340.The modeled gravity was interpolated from observed gravity values.
 DO9340
 DO9340;                    North         East    Units  Estimated Accuracy
 DO9340;SPC FL W     -   418,326.      205,049.      MT  (+/- 10 meters HH2 GPS)
 DO9340
 DO9340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0682209677(NAD 83)
 DO9340
 DO9340                          SUPERSEDED SURVEY CONTROL
 DO9340
 DO9340.No superseded survey control is available for this station.
 DO9340
 DO9340_MARKER: DD = SURVEY DISK
 DO9340_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9340_STAMPING: 17621 B 2012
 DO9340_MARK LOGO: SWFWMD
 DO9340_PROJECTION: RECESSED 5 CENTIMETERS
 DO9340_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9340_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9340+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2012
 DO9340_ROD/PIPE-DEPTH: 9.9 meters
 DO9340
 DO9340  HISTORY     - Date     Condition        Report By
 DO9340  HISTORY     - 20120808 MONUMENTED       FLDEP
 DO9340
 DO9340                          STATION DESCRIPTION
 DO9340
 DO9340'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9340'HE MARK IS ABOUT 5.9 MI (9.5 KM) SOUTHEAST OF SOCRUM, 4.8 MI (7.7 KM)
 DO9340'ORTHODOX OF LAKELAND, 3.4 MI (5.5 KM) SOUTH-SOUTHEAST OF PROVIDENCE,
 DO9340'IN SECTION 30, TOWNSHIP 27 SOUTH, RANGE 24 EAST.
 DO9340'
 DO9340'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND MARCUM
 DO9340'ROAD IN LAKELAND, GO EAST ON MARCUM ROAD FOR 1.7 MI (2.7 KM) TO THE
 DO9340'INTERSECTION OF NORTH SOCRUM LOOP ROAD (COUNTY ROAD 582) ON THE RIGHT
 DO9340'AND GRADY MOCK ROAD ON THE LEFT.  TURN RIGHT ON NORTH SOCRUM LOOP
 DO9340'(COUNTY ROAD 582) AND GO SOUTH FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF
 DO9340'POST LANE ON THE RIGHT.  TURN RIGHT ON POST LANE AND GO NORTHWESTERLY
 DO9340'FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ALLOY ROD
 DO9340'DRIVEN TO REFUSAL AT A DEPTH OF 32.5 FT (9.9 M) ENCASED IN A 4-INCH
 DO9340'(10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DO9340'AND LEVEL WITH POST LANE.
 DO9340'
 DO9340'LOCATED 104.0 FT (31.7 M) SOUTH-SOUTHEAST OF SURVEY MARK 17621 A, 14.6
 DO9340'FT (4.5 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF POST LANE,
 DO9340'12.9 FT (3.9 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF U.S.
 DO9340'MAIL ADDRESS 5248, 4.5 FT (1.4 M) EAST-NORTHEAST OF UTILITY POLE 5241
 DO9340'AND 4.2 FT (1.3 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DO9340'
 DO9340'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9740 ***********************************************************************
 DO9740  DESIGNATION -  17644 A
 DO9740  PID         -  DO9740
 DO9740  STATE/COUNTY-  FL/POLK
 DO9740  COUNTRY     -  US
 DO9740  USGS QUAD   -  WINTER HAVEN (2018)
 DO9740
 DO9740                         *CURRENT SURVEY CONTROL
 DO9740  ______________________________________________________________________
 DO9740* NAD 83(1986) POSITION- 28 05 10.1    (N) 081 44 17.8    (W)   HD_HELD2
 DO9740* NAVD 88 ORTHO HEIGHT -    44.476 (meters)      145.92  (feet) ADJUSTED
 DO9740  ______________________________________________________________________
 DO9740  GEOID HEIGHT    -        -26.828 (meters)                     GEOID18
 DO9740  DYNAMIC HEIGHT  -         44.409 (meters)      145.70  (feet) COMP
 DO9740  MODELED GRAVITY -    979,150.3   (mgal)                       NAVD 88
 DO9740
 DO9740  VERT ORDER      -  SECOND    CLASS I
 DO9740
 DO9740.The horizontal coordinates were established by autonomous hand held GPS
 DO9740.observations and have an estimated accuracy of +/- 10 meters.
 DO9740
 DO9740.The orthometric height was determined by differential leveling and
 DO9740.adjusted by the NATIONAL GEODETIC SURVEY
 DO9740.in January 2014.
 DO9740
 DO9740.No vertical observational check was made to the station.
 DO9740
 DO9740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9740.GEOID18 height accuracy estimate available here.
 DO9740
 DO9740.Click photographs - Photos may exist for this station.
 DO9740
 DO9740.The dynamic height is computed by dividing the NAVD 88
 DO9740.geopotential number by the normal gravity value computed on the
 DO9740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9740.degrees latitude (g = 980.6199 gals.).
 DO9740
 DO9740.The modeled gravity was interpolated from observed gravity values.
 DO9740
 DO9740;                    North         East    Units  Estimated Accuracy
 DO9740;SPC FL W     -   415,782.      225,722.      MT  (+/- 10 meters HH2 GPS)
 DO9740
 DO9740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2746706964(NAD 83)
 DO9740
 DO9740                          SUPERSEDED SURVEY CONTROL
 DO9740
 DO9740.No superseded survey control is available for this station.
 DO9740
 DO9740_MARKER: DD = SURVEY DISK
 DO9740_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9740_STAMPING: 17644 A 2013
 DO9740_MARK LOGO: SFLWMD
 DO9740_PROJECTION: RECESSED 8 CENTIMETERS
 DO9740_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9740+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2013
 DO9740_ROD/PIPE-DEPTH: 7.3 meters
 DO9740
 DO9740  HISTORY     - Date     Condition        Report By
 DO9740  HISTORY     - 20130111 MONUMENTED       FLDEP
 DO9740  HISTORY     - 20220209 GOOD             USPSQD
 DO9740
 DO9740                          STATION DESCRIPTION
 DO9740
 DO9740'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9740'THE MARK IS ABOUT 6.3 MI (10.1 KM) NORTH OF ELOISE, 4.4 MI (7.1 KM)
 DO9740'NORTH OF WINTER HAVEN, 3.4 MI (5.5 KM) EAST-NORTHEAST OF AUBURNDALE,
 DO9740'IN SECTION 32, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9740'
 DO9740'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DO9740'HIGHWAY 92 SOUTH OF LAKE ALFRED, GO NORTH ON U.S. HIGHWAY 17-92 FOR
 DO9740'0.9 MI (1.4 KM) TO THE INTERSECTION OF CUMMINGS STREET.  TURN LEFT ON
 DO9740'WEST CUMMINGS STREET AND GO WEST FOR 0.5 MI (0.8 KM) TO THE JUNCTION
 DO9740'OF SOUTH LLAKEE AVENUE ON THE LEFT.  TURN LEFT ON SOUTH LLAKEE AVENUE
 DO9740'AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF WEST FISHER LANE
 DO9740'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO9740'DEPTH OF 24.0 FT (7.3 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10
 DO9740'CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND
 DO9740'0.3 FT (9 CM) ABOVE THE LEVEL OF WEST FISHER LANE.
 DO9740'
 DO9740'LOCATED 52.3 FT (15.9 M) WEST OF SURVEY MARK 14644 B, 50.2 FT (15.3 M)
 DO9740'NORTH-NORTHWEST OF A POWER POLE NUMBER 344086 WITH A STREET LIGHT
 DO9740'ATTACHED, 44.3 FT (13.5 M) SOUTH-SOUTHEAST OF A FIRE HYDRANT, 12.2 FT
 DO9740'(3.7 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF WEST FISHER
 DO9740'LANE AND 1.2 FT (0.4 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DO9740'
 DO9740'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9740'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9740
 DO9740                          STATION RECOVERY (2022)
 DO9740
 DO9740'RECOVERY NOTE BY US POWER SQUADRON 2022 (BLL)
 DO9740'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9741 ***********************************************************************
 DO9741  DESIGNATION -  17644 B
 DO9741  PID         -  DO9741
 DO9741  STATE/COUNTY-  FL/POLK
 DO9741  COUNTRY     -  US
 DO9741  USGS QUAD   -  WINTER HAVEN (2018)
 DO9741
 DO9741                         *CURRENT SURVEY CONTROL
 DO9741  ______________________________________________________________________
 DO9741* NAD 83(1986) POSITION- 28 05 10.1    (N) 081 44 17.2    (W)   HD_HELD2
 DO9741* NAVD 88 ORTHO HEIGHT -    44.940 (meters)      147.44  (feet) ADJUSTED
 DO9741  ______________________________________________________________________
 DO9741  GEOID HEIGHT    -        -26.829 (meters)                     GEOID18
 DO9741  DYNAMIC HEIGHT  -         44.872 (meters)      147.22  (feet) COMP
 DO9741  MODELED GRAVITY -    979,150.3   (mgal)                       NAVD 88
 DO9741
 DO9741  VERT ORDER      -  SECOND    CLASS I
 DO9741
 DO9741.The horizontal coordinates were established by autonomous hand held GPS
 DO9741.observations and have an estimated accuracy of +/- 10 meters.
 DO9741
 DO9741.The orthometric height was determined by differential leveling and
 DO9741.adjusted by the NATIONAL GEODETIC SURVEY
 DO9741.in January 2014.
 DO9741
 DO9741.No vertical observational check was made to the station.
 DO9741
 DO9741.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9741.GEOID18 height accuracy estimate available here.
 DO9741
 DO9741.Click photographs - Photos may exist for this station.
 DO9741
 DO9741.The dynamic height is computed by dividing the NAVD 88
 DO9741.geopotential number by the normal gravity value computed on the
 DO9741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9741.degrees latitude (g = 980.6199 gals.).
 DO9741
 DO9741.The modeled gravity was interpolated from observed gravity values.
 DO9741
 DO9741;                    North         East    Units  Estimated Accuracy
 DO9741;SPC FL W     -   415,782.      225,738.      MT  (+/- 10 meters HH2 GPS)
 DO9741
 DO9741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2748306964(NAD 83)
 DO9741
 DO9741                          SUPERSEDED SURVEY CONTROL
 DO9741
 DO9741.No superseded survey control is available for this station.
 DO9741
 DO9741_MARKER: DD = SURVEY DISK
 DO9741_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO9741_SP_SET: SLAB
 DO9741_STAMPING: 17644 B 2013
 DO9741_MARK LOGO: FLDEP
 DO9741_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO9741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9741+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2022
 DO9741
 DO9741  HISTORY     - Date     Condition        Report By
 DO9741  HISTORY     - 20130110 MONUMENTED       FLDEP
 DO9741  HISTORY     - 20220209 GOOD             USPSQD
 DO9741
 DO9741                          STATION DESCRIPTION
 DO9741
 DO9741'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9741'THE MARK IS ABOUT 6.3 MI (10.1 KM) NORTH OF ELOISE, 4.4 MI (7.1 KM)
 DO9741'NORTH OF WINTER HAVEN, 3.4 MI (5.5 KM) EAST-NORTHEAST OF AUBURNDALE,
 DO9741'IN SECTION 32, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9741'
 DO9741'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DO9741'HIGHWAY 92 SOUTH OF LAKE ALFRED, GO NORTH ON U.S. HIGHWAY 17-92 FOR
 DO9741'0.9 MI (1.4 KM) TO THE INTERSECTION OF CUMMINGS STREET.  TURN LEFT ON
 DO9741'WEST CUMMINGS STREET AND GO WEST FOR 0.5 MI (0.8 KM) TO THE JUNCTION
 DO9741'OF SOUTH LLAKEE AVENUE ON THE LEFT.  TURN LEFT ON SOUTH LLAKEE AVENUE
 DO9741'AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF WEST FISHER LANE
 DO9741'AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE SLAB
 DO9741'FOUNDATION FOR LIFT STATION NUMBER 7 AND 0.2 FT (6 CM) ABOVE THE LEVEL
 DO9741'WITH SOUTH LLAKEE AVENUE.
 DO9741'
 DO9741'LOCATED 52.3 FT (15.9 M) WEST OF SURVEY MARK 14644 A, 50.3 FT (15.3 M)
 DO9741'SOUTHEAST A FIRE HYDRANT, 23.0 FT (7.0 M) EAST OF THE APPROXIMATE
 DO9741'CENTERLINE OF LLAKEE AVENUE, 10.8 FT (3.3 M) NORTHWEST OF POWER POLE
 DO9741'NUMBER 344083 AND 0.8 FT (24 CM) WEST OF A CARSONITE WITNESS POST.
 DO9741
 DO9741                          STATION RECOVERY (2022)
 DO9741
 DO9741'RECOVERY NOTE BY US POWER SQUADRON 2022 (BLL)
 DO9741'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9709 ***********************************************************************
 DO9709  DESIGNATION -  17646 A
 DO9709  PID         -  DO9709
 DO9709  STATE/COUNTY-  FL/POLK
 DO9709  COUNTRY     -  US
 DO9709  USGS QUAD   -  WINTER HAVEN (2018)
 DO9709
 DO9709                         *CURRENT SURVEY CONTROL
 DO9709  ______________________________________________________________________
 DO9709* NAD 83(1986) POSITION- 28 07 19.2    (N) 081 44 25.0    (W)   HD_HELD2
 DO9709* NAVD 88 ORTHO HEIGHT -    41.300 (meters)      135.50  (feet) ADJUSTED
 DO9709  ______________________________________________________________________
 DO9709  GEOID HEIGHT    -        -26.938 (meters)                     GEOID18
 DO9709  DYNAMIC HEIGHT  -         41.238 (meters)      135.29  (feet) COMP
 DO9709  MODELED GRAVITY -    979,149.9   (mgal)                       NAVD 88
 DO9709
 DO9709  VERT ORDER      -  SECOND    CLASS I
 DO9709
 DO9709.The horizontal coordinates were established by autonomous hand held GPS
 DO9709.observations and have an estimated accuracy of +/- 10 meters.
 DO9709
 DO9709.The orthometric height was determined by differential leveling and
 DO9709.adjusted by the NATIONAL GEODETIC SURVEY
 DO9709.in January 2014.
 DO9709
 DO9709.No vertical observational check was made to the station.
 DO9709
 DO9709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9709.GEOID18 height accuracy estimate available here.
 DO9709
 DO9709.Click photographs - Photos may exist for this station.
 DO9709
 DO9709.The dynamic height is computed by dividing the NAVD 88
 DO9709.geopotential number by the normal gravity value computed on the
 DO9709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9709.degrees latitude (g = 980.6199 gals.).
 DO9709
 DO9709.The modeled gravity was interpolated from observed gravity values.
 DO9709
 DO9709;                    North         East    Units  Estimated Accuracy
 DO9709;SPC FL W     -   419,756.      225,516.      MT  (+/- 10 meters HH2 GPS)
 DO9709
 DO9709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2729510938(NAD 83)
 DO9709
 DO9709                          SUPERSEDED SURVEY CONTROL
 DO9709
 DO9709.No superseded survey control is available for this station.
 DO9709
 DO9709_MARKER: DD = SURVEY DISK
 DO9709_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9709_STAMPING: 17646 A 2012
 DO9709_MARK LOGO: SFLWMD
 DO9709_PROJECTION: RECESSED 3 CENTIMETERS
 DO9709_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9709_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9709+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2012
 DO9709_ROD/PIPE-DEPTH: 5.2 meters
 DO9709
 DO9709  HISTORY     - Date     Condition        Report By
 DO9709  HISTORY     - 20121221 MONUMENTED       FLDEP
 DO9709
 DO9709                          STATION DESCRIPTION
 DO9709
 DO9709'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9709'THE MARK IS ABOUT 6.9 MI (11.1 KM) NORTH OF WINTER HAVEN, 6.6 MI (10.6
 DO9709'KM) SOUTHEAST OF POLK CITY, 4.9 MI (7.9 KM) NORTHEAST OF AUBURNDALE,
 DO9709'IN SECTION 19, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9709'
 DO9709'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9709'ROAD 557 IN LAKE ALFRED, GO WEST ON COUNTY ROAD 557 FOR 0.1 MI (0.2
 DO9709'KM) TO THE INTERSECTION OF BUENA VISTA DRIVE.  TURN RIGHT ON COUNTY
 DO9709'ROAD 555 (BUENA VISTA DRIVE) AND GO NORTH FOR 1.75 MI (2.8 KM) TO THE
 DO9709'JUNCTION OF OLD LAKE ALFRED ROAD ON THE LEFT.  TURN LEFT ON OLD LAKE
 DO9709'ALFRED ROAD AND GO WEST FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION OF CASS
 DO9709'ROAD ON THE LEFT AND OLD LAKE ALFRED ROAD ON THE RIGHT.  TURN RIGHT ON
 DO9709'OLD LAKE ALFRED ROAD AND GO NORTH FOR 0.3 MI (0.5 KM) TO A STAFF GAUGE
 DO9709'ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO9709'REFUSAL AT A DEPTH OF 16.9 FT (5.2 M) WITH ALUMINUM DISK ENCASED IN A
 DO9709'4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DO9709'GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF OLD LAKE ALFRED ROAD.
 DO9709'
 DO9709'LOCATED 92.0 FT (28.0 M) NORTH-NORTHWEST OF SURVEY MARK 17646 B, 68.0
 DO9709'FT (20.7 M) NORTH-NORTHEAST OF POWER POLE NUMBER 608 628, 46.2 FT
 DO9709'(14.1 M) EAST-NORTHEAST OF THE WIRE FENCE, 23.1 FT (7.0 M)
 DO9709'EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF OLD LAKE ALFRED ROAD
 DO9709'AND 2.0 FT (0.6 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9709'
 DO9709'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9709'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9710 ***********************************************************************
 DO9710  DESIGNATION -  17646 B
 DO9710  PID         -  DO9710
 DO9710  STATE/COUNTY-  FL/POLK
 DO9710  COUNTRY     -  US
 DO9710  USGS QUAD   -  WINTER HAVEN (2018)
 DO9710
 DO9710                         *CURRENT SURVEY CONTROL
 DO9710  ______________________________________________________________________
 DO9710* NAD 83(1986) POSITION- 28 07 18.3    (N) 081 44 24.6    (W)   HD_HELD2
 DO9710* NAVD 88 ORTHO HEIGHT -    41.316 (meters)      135.55  (feet) ADJUSTED
 DO9710  ______________________________________________________________________
 DO9710  GEOID HEIGHT    -        -26.937 (meters)                     GEOID18
 DO9710  DYNAMIC HEIGHT  -         41.255 (meters)      135.35  (feet) COMP
 DO9710  MODELED GRAVITY -    979,149.8   (mgal)                       NAVD 88
 DO9710
 DO9710  VERT ORDER      -  SECOND    CLASS I
 DO9710
 DO9710.The horizontal coordinates were established by autonomous hand held GPS
 DO9710.observations and have an estimated accuracy of +/- 10 meters.
 DO9710
 DO9710.The orthometric height was determined by differential leveling and
 DO9710.adjusted by the NATIONAL GEODETIC SURVEY
 DO9710.in January 2014.
 DO9710
 DO9710.No vertical observational check was made to the station.
 DO9710
 DO9710.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9710.GEOID18 height accuracy estimate available here.
 DO9710
 DO9710.Click photographs - Photos may exist for this station.
 DO9710
 DO9710.The dynamic height is computed by dividing the NAVD 88
 DO9710.geopotential number by the normal gravity value computed on the
 DO9710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9710.degrees latitude (g = 980.6199 gals.).
 DO9710
 DO9710.The modeled gravity was interpolated from observed gravity values.
 DO9710
 DO9710;                    North         East    Units  Estimated Accuracy
 DO9710;SPC FL W     -   419,728.      225,527.      MT  (+/- 10 meters HH2 GPS)
 DO9710
 DO9710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2730510910(NAD 83)
 DO9710
 DO9710                          SUPERSEDED SURVEY CONTROL
 DO9710
 DO9710.No superseded survey control is available for this station.
 DO9710
 DO9710_MARKER: DD = SURVEY DISK
 DO9710_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9710_STAMPING: 17646 B 2012
 DO9710_MARK LOGO: SFLWMD
 DO9710_PROJECTION: RECESSED 3 CENTIMETERS
 DO9710_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9710+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2012
 DO9710_ROD/PIPE-DEPTH: 6.1 meters
 DO9710
 DO9710  HISTORY     - Date     Condition        Report By
 DO9710  HISTORY     - 20121221 MONUMENTED       FLDEP
 DO9710
 DO9710                          STATION DESCRIPTION
 DO9710
 DO9710'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9710'THE MARK IS ABOUT 6.9 MI (11.1 KM) NORTH OF WINTER HAVEN, 6.6 MI (10.6
 DO9710'KM) SOUTHEAST OF POLK CITY, 4.9 MI (7.9 KM) NORTHEAST OF AUBURNDALE,
 DO9710'IN SECTION 19, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9710'
 DO9710'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9710'ROAD 557 IN LAKE ALFRED, GO WEST ON COUNTY ROAD 557 FOR 0.1 MI (0.2
 DO9710'KM) TO THE INTERSECTION OF BUENA VISTA DRIVE.  TURN RIGHT ON COUNTY
 DO9710'ROAD 555 (BUENA VISTA DRIVE) AND GO NORTH FOR 1.75 MI (2.8 KM) TO THE
 DO9710'JUNCTION OF OLD LAKE ALFRED ROAD ON THE LEFT.  TURN LEFT ON OLD LAKE
 DO9710'ALFRED ROAD AND GO WEST FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION OF CASS
 DO9710'ROAD ON THE LEFT AND OLD LAKE ALFRED ROAD ON THE RIGHT.  TURN RIGHT ON
 DO9710'OLD LAKE ALFRED ROAD AND GO NORTH FOR 0.3 MI (0.5 KM) TO A STAFF GAUGE
 DO9710'ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO9710'REFUSAL AT A DEPTH OF 20.0 FT (6.1 M) WITH ALUMINUM DISK ENCASED IN A
 DO9710'4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DO9710'GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF OLD LAKE ALFRED ROAD.
 DO9710'
 DO9710'LOCATED 92.0 FT (28.0 M) SOUTH-SOUTHEAST OF SURVEY MARK 17646 A, 81.9
 DO9710'FT (25.0 M) EAST-SOUTHEAST OF POWER POLE NUMBER 608 628, 39.9 FT (12.2
 DO9710'M) EAST-NORTHEAST OF THE WIRE FENCE, 19.8 FT (6.0 M) EAST-NORTHEAST OF
 DO9710'THE APPROXIMATE CENTERLINE OF OLD LAKE ALFRED ROAD AND 1.8 FT (0.5 M)
 DO9710'WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9710'
 DO9710'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9710'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9711 ***********************************************************************
 DO9711  DESIGNATION -  17647 A
 DO9711  PID         -  DO9711
 DO9711  STATE/COUNTY-  FL/POLK
 DO9711  COUNTRY     -  US
 DO9711  USGS QUAD   -  WINTER HAVEN (2018)
 DO9711
 DO9711                         *CURRENT SURVEY CONTROL
 DO9711  ______________________________________________________________________
 DO9711* NAD 83(1986) POSITION- 28 06 46.2    (N) 081 43 56.4    (W)   HD_HELD2
 DO9711* NAVD 88 ORTHO HEIGHT -    39.561 (meters)      129.79  (feet) ADJUSTED
 DO9711  ______________________________________________________________________
 DO9711  GEOID HEIGHT    -        -26.926 (meters)                     GEOID18
 DO9711  DYNAMIC HEIGHT  -         39.502 (meters)      129.60  (feet) COMP
 DO9711  MODELED GRAVITY -    979,149.8   (mgal)                       NAVD 88
 DO9711
 DO9711  VERT ORDER      -  SECOND    CLASS I
 DO9711
 DO9711.The horizontal coordinates were established by autonomous hand held GPS
 DO9711.observations and have an estimated accuracy of +/- 10 meters.
 DO9711
 DO9711.The orthometric height was determined by differential leveling and
 DO9711.adjusted by the NATIONAL GEODETIC SURVEY
 DO9711.in January 2014.
 DO9711
 DO9711.No vertical observational check was made to the station.
 DO9711
 DO9711.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9711.GEOID18 height accuracy estimate available here.
 DO9711
 DO9711.Click photographs - Photos may exist for this station.
 DO9711
 DO9711.The dynamic height is computed by dividing the NAVD 88
 DO9711.geopotential number by the normal gravity value computed on the
 DO9711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9711.degrees latitude (g = 980.6199 gals.).
 DO9711
 DO9711.The modeled gravity was interpolated from observed gravity values.
 DO9711
 DO9711;                    North         East    Units  Estimated Accuracy
 DO9711;SPC FL W     -   418,741.      226,299.      MT  (+/- 10 meters HH2 GPS)
 DO9711
 DO9711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2806909918(NAD 83)
 DO9711
 DO9711                          SUPERSEDED SURVEY CONTROL
 DO9711
 DO9711.No superseded survey control is available for this station.
 DO9711
 DO9711_MARKER: DD = SURVEY DISK
 DO9711_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9711_STAMPING: 17647 A 2012
 DO9711_MARK LOGO: SFLWMD
 DO9711_PROJECTION: RECESSED 5 CENTIMETERS
 DO9711_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9711+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2012
 DO9711_ROD/PIPE-DEPTH: 19.0 meters
 DO9711
 DO9711  HISTORY     - Date     Condition        Report By
 DO9711  HISTORY     - 20121220 MONUMENTED       FLDEP
 DO9711
 DO9711                          STATION DESCRIPTION
 DO9711
 DO9711'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9711'THE MARK IS ABOUT 7.4 MI (11.9 KM) SOUTHEAST OF POLK CITY, 6.3 MI
 DO9711'(10.1 KM) NORTH OF WINTER HAVEN, 4.8 MI (7.7 KM) NORTHEAST OF
 DO9711'AUBURNDALE, IN SECTION 29, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9711'
 DO9711'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 92, U.S. HIGHWAY
 DO9711'17 AND COUNTY ROAD 557 IN LAKE ALFRED, GO WEST ON COUNTY ROAD 557 FOR
 DO9711'0.1 MI (0.2 KM) TO THE INTERSECTION OF BUENA VISTA DRIVE.  TURN RIGHT
 DO9711'ON COUNTY ROAD 557 (BUENA VISTA DRIVE) AND GO NORTH FOR 1.35 MI (2.2
 DO9711'KM) TO A DRIVEWAY AT U.S. MAIL ADDRESS 1140 COUNTY ROAD 557 (BUENA
 DO9711'VISTA DRIVE) ON THE LEFT.  TURN LEFT ON THE DRIVEWAY AND G0 WEST FOR
 DO9711'ABOUT 235.0 FT (71.6 M) TO THE END OF THE DRIVEWAY LEADING TO LAKE
 DO9711'EVA.  CONTINUE SOUTHWESTERLY, TOWARDS A STAFF GAUGE ON THE DOCK, ABOUT
 DO9711'140.0 FT (42.7 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DO9711'REFUSAL AT A DEPTH OF 62.2 FT (19.0 M) WITH ALUMINUM DISK ENCASED IN A
 DO9711'4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DO9711'GROUND AND 4.0 FT (1.2 M) BELOW THE LEVEL OF COUNTY ROAD 557.
 DO9711'
 DO9711'LOCATED 373.0 FT (113.7 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DO9711'COUNTY ROAD 557, 80.5 FT (24.5 M) WEST OF SURVEY MARK 17647 B, 63.3 FT
 DO9711'(19.3 M) SOUTHEAST OF THE STAFF GAUGE, 53.8 FT (16.4 M)
 DO9711'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE WOODEN DOCK AND 2.9 FT
 DO9711'(0.9 M) WEST OF A CARSONITE WITNESS POST.
 DO9711'
 DO9711'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9711'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9712 ***********************************************************************
 DO9712  DESIGNATION -  17647 B
 DO9712  PID         -  DO9712
 DO9712  STATE/COUNTY-  FL/POLK
 DO9712  COUNTRY     -  US
 DO9712  USGS QUAD   -  WINTER HAVEN (2018)
 DO9712
 DO9712                         *CURRENT SURVEY CONTROL
 DO9712  ______________________________________________________________________
 DO9712* NAD 83(1986) POSITION- 28 06 46.1    (N) 081 43 55.6    (W)   HD_HELD2
 DO9712* NAVD 88 ORTHO HEIGHT -    42.278 (meters)      138.71  (feet) ADJUSTED
 DO9712  ______________________________________________________________________
 DO9712  GEOID HEIGHT    -        -26.926 (meters)                     GEOID18
 DO9712  DYNAMIC HEIGHT  -         42.215 (meters)      138.50  (feet) COMP
 DO9712  MODELED GRAVITY -    979,149.8   (mgal)                       NAVD 88
 DO9712
 DO9712  VERT ORDER      -  SECOND    CLASS I
 DO9712
 DO9712.The horizontal coordinates were established by autonomous hand held GPS
 DO9712.observations and have an estimated accuracy of +/- 10 meters.
 DO9712
 DO9712.The orthometric height was determined by differential leveling and
 DO9712.adjusted by the NATIONAL GEODETIC SURVEY
 DO9712.in January 2014.
 DO9712
 DO9712.No vertical observational check was made to the station.
 DO9712
 DO9712.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9712.GEOID18 height accuracy estimate available here.
 DO9712
 DO9712.Click photographs - Photos may exist for this station.
 DO9712
 DO9712.The dynamic height is computed by dividing the NAVD 88
 DO9712.geopotential number by the normal gravity value computed on the
 DO9712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9712.degrees latitude (g = 980.6199 gals.).
 DO9712
 DO9712.The modeled gravity was interpolated from observed gravity values.
 DO9712
 DO9712;                    North         East    Units  Estimated Accuracy
 DO9712;SPC FL W     -   418,738.      226,321.      MT  (+/- 10 meters HH2 GPS)
 DO9712
 DO9712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2809009915(NAD 83)
 DO9712
 DO9712                          SUPERSEDED SURVEY CONTROL
 DO9712
 DO9712.No superseded survey control is available for this station.
 DO9712
 DO9712_MARKER: DD = SURVEY DISK
 DO9712_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9712_STAMPING: 17647 B 2012
 DO9712_MARK LOGO: SFLWMD
 DO9712_PROJECTION: RECESSED 5 CENTIMETERS
 DO9712_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9712+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2012
 DO9712_ROD/PIPE-DEPTH: 3.7 meters
 DO9712
 DO9712  HISTORY     - Date     Condition        Report By
 DO9712  HISTORY     - 20121220 MONUMENTED       FLDEP
 DO9712
 DO9712                          STATION DESCRIPTION
 DO9712
 DO9712'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9712'THE MARK IS ABOUT 7.4 MI (11.9 KM) SOUTHEAST OF POLK CITY, 6.3 MI
 DO9712'(10.1 KM) NORTH OF WINTER HAVEN, 4.8 MI (7.7 KM) NORTHEAST OF
 DO9712'AUBURNDALE, IN SECTION 29, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9712'
 DO9712'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 92, U.S. HIGHWAY
 DO9712'17 AND COUNTY ROAD 557 IN LAKE ALFRED, GO WEST ON COUNTY ROAD 557 FOR
 DO9712'0.1 MI (0.2 KM) TO THE INTERSECTION OF BUENA VISTA DRIVE.  TURN RIGHT
 DO9712'ON COUNTY ROAD 557 (BUENA VISTA DRIVE) AND GO NORTH FOR 1.35 MI (2.2
 DO9712'KM) TO A DRIVEWAY AT U.S. MAIL ADDRESS 1140 COUNTY ROAD 557 (BUENA
 DO9712'VISTA DRIVE) ON THE LEFT.  TURN LEFT ON THE DRIVEWAY AND G0 WEST FOR
 DO9712'ABOUT 235.0 FT (71.6 M) TO THE END OF THE DRIVEWAY LEADING TO LAKE
 DO9712'EVA.  CONTINUE SOUTHWESTERLY, TOWARDS A STAFF GAUGE ON THE DOCK, ABOUT
 DO9712'40.0 FT (12.2 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DO9712'REFUSAL AT A DEPTH OF 12.0 FT (3.7 M) WITH ALUMINUM DISK ENCASED IN A
 DO9712'4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DO9712'GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF COUNTY ROAD 557.
 DO9712'
 DO9712'LOCATED 293.0 FT (89.3 M) WEST OF THE APPROXIMATE CENTERLINE OF COUNTY
 DO9712'ROAD 557, 80.5 FT (24.5 M) WEST OF SURVEY MARK 17647 A, 33.7 FT (10.3
 DO9712'M) SOUTH OF THE SOUTHWEST CORNER OF THE ONE STORY BLOCK AND STUCCO
 DO9712'HOUSE, 3.0 FT (0.9 M) SOUTHWEST OF THE SOUTHEAST CORNER OF A 4.0 FT
 DO9712'(1.2 M) TALL CHAIN LINK FENCE, 1.8 FT (0.5 M) SOUTH OF A 4.0 FT (1.2
 DO9712'M) TALL CHAIN LINK FENCE AND 1.7 FT (0.5 M) SOUTH OF A CARSONITE
 DO9712'WITNESS POST.
 DO9712'
 DO9712'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9712'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9707 ***********************************************************************
 DO9707  DESIGNATION -  17649 A
 DO9707  PID         -  DO9707
 DO9707  STATE/COUNTY-  FL/POLK
 DO9707  COUNTRY     -  US
 DO9707  USGS QUAD   -  WINTER HAVEN (2018)
 DO9707
 DO9707                         *CURRENT SURVEY CONTROL
 DO9707  ______________________________________________________________________
 DO9707* NAD 83(1986) POSITION- 28 07 05.9    (N) 081 44 31.8    (W)   HD_HELD2
 DO9707* NAVD 88 ORTHO HEIGHT -    41.268 (meters)      135.39  (feet) ADJUSTED
 DO9707  ______________________________________________________________________
 DO9707  GEOID HEIGHT    -        -26.923 (meters)                     GEOID18
 DO9707  DYNAMIC HEIGHT  -         41.206 (meters)      135.19  (feet) COMP
 DO9707  MODELED GRAVITY -    979,149.9   (mgal)                       NAVD 88
 DO9707
 DO9707  VERT ORDER      -  SECOND    CLASS I
 DO9707
 DO9707.The horizontal coordinates were established by autonomous hand held GPS
 DO9707.observations and have an estimated accuracy of +/- 10 meters.
 DO9707
 DO9707.The orthometric height was determined by differential leveling and
 DO9707.adjusted by the NATIONAL GEODETIC SURVEY
 DO9707.in January 2014.
 DO9707
 DO9707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9707.GEOID18 height accuracy estimate available here.
 DO9707
 DO9707.Click photographs - Photos may exist for this station.
 DO9707
 DO9707.The dynamic height is computed by dividing the NAVD 88
 DO9707.geopotential number by the normal gravity value computed on the
 DO9707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9707.degrees latitude (g = 980.6199 gals.).
 DO9707
 DO9707.The modeled gravity was interpolated from observed gravity values.
 DO9707
 DO9707;                    North         East    Units  Estimated Accuracy
 DO9707;SPC FL W     -   419,346.      225,332.      MT  (+/- 10 meters HH2 GPS)
 DO9707
 DO9707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2710710530(NAD 83)
 DO9707
 DO9707                          SUPERSEDED SURVEY CONTROL
 DO9707
 DO9707.No superseded survey control is available for this station.
 DO9707
 DO9707_MARKER: DD = SURVEY DISK
 DO9707_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9707_STAMPING: 17649 A 2012
 DO9707_MARK LOGO: SFLWMD
 DO9707_PROJECTION: FLUSH
 DO9707_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9707+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2012
 DO9707_ROD/PIPE-DEPTH: 3.9 meters
 DO9707
 DO9707  HISTORY     - Date     Condition        Report By
 DO9707  HISTORY     - 20121221 MONUMENTED       FLDEP
 DO9707
 DO9707                          STATION DESCRIPTION
 DO9707
 DO9707'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9707'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF POLK CITY, 6.7 MI
 DO9707'(10.8 KM) NORTH OF WINTER HAVEN, 4.6 MI (7.4 KM) NORTHEAST OF
 DO9707'AUBURNDALE, IN SECTION 19, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9707'
 DO9707'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9707'ROAD 557 IN LAKE ALFRED, GO WEST ON COUNTY ROAD 557 FOR 0.1 MI (0.2
 DO9707'KM) TO THE INTERSECTION OF BUENA VISTA DRIVE.  TURN RIGHT ON COUNTY
 DO9707'ROAD 555 (BUENA VISTA DRIVE) AND GO NORTH FOR 1.75 MI (2.8 KM) TO THE
 DO9707'JUNCTION OF OLD LAKE ALFRED ROAD ON THE LEFT.  TURN LEFT ON OLD LAKE
 DO9707'ALFRED ROAD AND GO WEST FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION OF CASS
 DO9707'ROAD ON THE LEFT AND OLD LAKE ALFRED ROAD ON THE RIGHT.  TURN RIGHT ON
 DO9707'OLD LAKE ALFRED ROAD AND GO NORTH FOR 0.05 MI (0.1 KM) TO A CONCRETE
 DO9707'DRIVEWAY AT U.S. MAILING ADDRESS 1116 OLD LAKE ALFRED ROAD ON THE
 DO9707'LEFT.  TURN LEFT ON THE CONCRETE DRIVEWAY AND GO WEST FOR 0.1 MI (0.2
 DO9707'KM) TO THE END OF THE CONCRETE DRIVEWAY.  CONTINUE WEST ON THE DIRT
 DO9707'ROAD, LEADING TO GRASSY LAKE, FOR 0.05 MI (0.1 KM) TO THE MARK ON THE
 DO9707'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.9 FT (3.9 M)
 DO9707'WITH ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE, SET FLUSH
 DO9707'WITH THE LEVEL OF THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DO9707'
 DO9707'LOCATED 126.0 FT (38.4 M) SOUTHEAST OF A STAFF GAUGE, 59.0 FT (18.0 M)
 DO9707'EAST OF SURVEY MARK 17649 B, 41.3 FT (12.6 M) WEST-SOUTHWEST OF POWER
 DO9707'POLE NUMBER 284373, 27.6 FT (8.4 M) SOUTH OF THE APPROXIMATE
 DO9707'CENTERLINE OF THE DIRT ROAD, 2.0 FT (0.6 M) NORTH OF THE WIRE FENCE
 DO9707'AND 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DO9707'
 DO9707'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9707'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9708 ***********************************************************************
 DO9708  DESIGNATION -  17649 B
 DO9708  PID         -  DO9708
 DO9708  STATE/COUNTY-  FL/POLK
 DO9708  COUNTRY     -  US
 DO9708  USGS QUAD   -  WINTER HAVEN (2018)
 DO9708
 DO9708                         *CURRENT SURVEY CONTROL
 DO9708  ______________________________________________________________________
 DO9708* NAD 83(1986) POSITION- 28 07 05.8    (N) 081 44 32.9    (W)   HD_HELD2
 DO9708* NAVD 88 ORTHO HEIGHT -    40.569 (meters)      133.10  (feet) ADJUSTED
 DO9708  ______________________________________________________________________
 DO9708  GEOID HEIGHT    -        -26.922 (meters)                     GEOID18
 DO9708  DYNAMIC HEIGHT  -         40.509 (meters)      132.90  (feet) COMP
 DO9708  MODELED GRAVITY -    979,149.9   (mgal)                       NAVD 88
 DO9708
 DO9708  VERT ORDER      -  SECOND    CLASS I
 DO9708
 DO9708.The horizontal coordinates were established by autonomous hand held GPS
 DO9708.observations and have an estimated accuracy of +/- 10 meters.
 DO9708
 DO9708.The orthometric height was determined by differential leveling and
 DO9708.adjusted by the NATIONAL GEODETIC SURVEY
 DO9708.in January 2014.
 DO9708
 DO9708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9708.GEOID18 height accuracy estimate available here.
 DO9708
 DO9708.Click photographs - Photos may exist for this station.
 DO9708
 DO9708.The dynamic height is computed by dividing the NAVD 88
 DO9708.geopotential number by the normal gravity value computed on the
 DO9708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9708.degrees latitude (g = 980.6199 gals.).
 DO9708
 DO9708.The modeled gravity was interpolated from observed gravity values.
 DO9708
 DO9708;                    North         East    Units  Estimated Accuracy
 DO9708;SPC FL W     -   419,343.      225,302.      MT  (+/- 10 meters HH2 GPS)
 DO9708
 DO9708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2707610527(NAD 83)
 DO9708
 DO9708                          SUPERSEDED SURVEY CONTROL
 DO9708
 DO9708.No superseded survey control is available for this station.
 DO9708
 DO9708_MARKER: DD = SURVEY DISK
 DO9708_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9708_STAMPING: 17649 B 2012
 DO9708_MARK LOGO: SFLWMD
 DO9708_PROJECTION: RECESSED 5 CENTIMETERS
 DO9708_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9708+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2012
 DO9708_ROD/PIPE-DEPTH: 4.8 meters
 DO9708
 DO9708  HISTORY     - Date     Condition        Report By
 DO9708  HISTORY     - 20121221 MONUMENTED       FLDEP
 DO9708
 DO9708                          STATION DESCRIPTION
 DO9708
 DO9708'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9708'THE MARK IS ABOUT 6.7 MI (10.8 KM) NORTH OF WINTER HAVEN, 6.7 MI (10.8
 DO9708'KM) SOUTHEAST OF POLK CITY, 4.6 MI (7.4 KM) NORTHEAST OF AUBURNDALE,
 DO9708'IN SECTION 19, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9708'
 DO9708'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9708'ROAD 557 IN LAKE ALFRED, GO WEST ON COUNTY ROAD 557 FOR 0.1 MI (0.2
 DO9708'KM) TO THE INTERSECTION OF BUENA VISTA DRIVE.  TURN RIGHT ON COUNTY
 DO9708'ROAD 555 (BUENA VISTA DRIVE) AND GO NORTH FOR 1.75 MI (2.8 KM) TO THE
 DO9708'JUNCTION OF OLD LAKE ALFRED ROAD ON THE LEFT.  TURN LEFT ON OLD LAKE
 DO9708'ALFRED ROAD AND GO WEST FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION OF CASS
 DO9708'ROAD ON THE LEFT AND OLD LAKE ALFRED ROAD ON THE RIGHT.  TURN RIGHT ON
 DO9708'OLD LAKE ALFRED ROAD AND GO NORTH FOR 0.05 MI (0.1 KM) TO A CONCRETE
 DO9708'DRIVEWAY AT U.S. MAILING ADDRESS 1116 OLD LAKE ALFRED ROAD ON THE
 DO9708'LEFT.  TURN LEFT ON THE CONCRETE DRIVEWAY AND GO WEST FOR 0.1 MI (0.2
 DO9708'KM) TO THE END OF THE CONCRETE DRIVEWAY.  CONTINUE WEST ON THE DIRT
 DO9708'ROAD, LEADING TO GRASSY LAKE, FOR 0.05 MI (0.1 KM) TO THE MARK ON THE
 DO9708'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 15.7 FT (4.8 M)
 DO9708'WITH ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2
 DO9708'FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DO9708'
 DO9708'LOCATED 98.5 FT (30.0 M) WEST OF POWER POLE NUMBER 284373, 94.0 FT
 DO9708'(28.7 M) SOUTH OF A STAFF GAUGE, 59.0 FT (18.0 M) WEST OF SURVEY MARK
 DO9708'17649 A, 5.3 FT (1.6 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE WIRE
 DO9708'FENCE AND 1.9 FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DO9708'
 DO9708'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9708'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9705 ***********************************************************************
 DO9705  DESIGNATION -  17650 A
 DO9705  PID         -  DO9705
 DO9705  STATE/COUNTY-  FL/POLK
 DO9705  COUNTRY     -  US
 DO9705  USGS QUAD   -  AUBURNDALE (2018)
 DO9705
 DO9705                         *CURRENT SURVEY CONTROL
 DO9705  ______________________________________________________________________
 DO9705* NAD 83(1986) POSITION- 28 06 54.5    (N) 081 45 03.7    (W)   HD_HELD2
 DO9705* NAVD 88 ORTHO HEIGHT -    41.550 (meters)      136.32  (feet) ADJUSTED
 DO9705  ______________________________________________________________________
 DO9705  GEOID HEIGHT    -        -26.896 (meters)                     GEOID18
 DO9705  DYNAMIC HEIGHT  -         41.487 (meters)      136.11  (feet) COMP
 DO9705  MODELED GRAVITY -    979,150.0   (mgal)                       NAVD 88
 DO9705
 DO9705  VERT ORDER      -  SECOND    CLASS I
 DO9705
 DO9705.The horizontal coordinates were established by autonomous hand held GPS
 DO9705.observations and have an estimated accuracy of +/- 10 meters.
 DO9705
 DO9705.The orthometric height was determined by differential leveling and
 DO9705.adjusted by the NATIONAL GEODETIC SURVEY
 DO9705.in January 2014.
 DO9705
 DO9705.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9705.GEOID18 height accuracy estimate available here.
 DO9705
 DO9705.Click photographs - Photos may exist for this station.
 DO9705
 DO9705.The dynamic height is computed by dividing the NAVD 88
 DO9705.geopotential number by the normal gravity value computed on the
 DO9705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9705.degrees latitude (g = 980.6199 gals.).
 DO9705
 DO9705.The modeled gravity was interpolated from observed gravity values.
 DO9705
 DO9705;                    North         East    Units  Estimated Accuracy
 DO9705;SPC FL W     -   418,993.      224,462.      MT  (+/- 10 meters HH2 GPS)
 DO9705
 DO9705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2623410184(NAD 83)
 DO9705
 DO9705                          SUPERSEDED SURVEY CONTROL
 DO9705
 DO9705.No superseded survey control is available for this station.
 DO9705
 DO9705_MARKER: DD = SURVEY DISK
 DO9705_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9705_STAMPING: 17650 A 2012
 DO9705_MARK LOGO: SFLWMD
 DO9705_PROJECTION: RECESSED 3 CENTIMETERS
 DO9705_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9705+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2012
 DO9705_ROD/PIPE-DEPTH: 12.1 meters
 DO9705
 DO9705  HISTORY     - Date     Condition        Report By
 DO9705  HISTORY     - 20121221 MONUMENTED       FLDEP
 DO9705
 DO9705                          STATION DESCRIPTION
 DO9705
 DO9705'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9705'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTH OF WINTER HAVEN, 6.4 MI (10.3
 DO9705'KM) SOUTHEAST OF POLK CITY, 4.2 MI (6.8 KM) NORTHEAST OF AUBURNDALE,
 DO9705'IN SECTION 19, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9705'
 DO9705'TO REACH THE MARK FROM THE INTERSECTION OF U.S. STATE ROAD 559 AND THE
 DO9705'INTERSTATE 4 OVERPASS IN AUBURNDALE, GO SOUTH ON U.S. STATE ROAD 559
 DO9705'FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF LAKE MATTIE ROAD ON THE LEFT.
 DO9705'TURN LEFT ON LAKE MATTIE ROAD AND GO EAST FOR 2.0 MI (3.2 KM) TO THE
 DO9705'T-JUNCTION OF ADAMS BARN ROAD.  TURN RIGHT ON ADAMS BARN ROAD AND GO
 DO9705'SOUTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF CASS ROAD ON THE LEFT.
 DO9705'TURN LEFT ON CASS ROAD AND GO EAST FOR 0.3 MI (0.5 KM) TO A STAFF
 DO9705'GAUGE ON THE RIGHT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DO9705'REFUSAL AT A DEPTH OF 39.6 FT (12.1 M) WITH ALUMINUM DISK ENCASED IN A
 DO9705'4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DO9705'GROUND AND 0.1 FT (3 CM) BELOW THE LEVEL OF CASS ROAD.
 DO9705'
 DO9705'LOCATED 142.2 FT (43.3 M) NORTHWEST OF POWER POLE NUMBER 093622, 93.0
 DO9705'FT (28.3 M) EAST OF POWER POLE NUMBER 092621, 62.8 FT (19.1 M)
 DO9705'WEST-NORTHWEST OF SURVEY MARK 17650 B, 22.4 FT (6.8 M) NORTH-NORTHEAST
 DO9705'OF THE APPROXIMATE CENTERLINE OF CASS ROAD, 2.1 FT (0.6 M)
 DO9705'SOUTH-SOUTHWEST OF THE WIRE FENCE AND 2.1 FT (0.6 M) SOUTH-SOUTHWEST
 DO9705'OF A CARSONITE WITNESS POST.
 DO9705'
 DO9705'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9705'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9706 ***********************************************************************
 DO9706  DESIGNATION -  17650 B
 DO9706  PID         -  DO9706
 DO9706  STATE/COUNTY-  FL/POLK
 DO9706  COUNTRY     -  US
 DO9706  USGS QUAD   -  AUBURNDALE (2018)
 DO9706
 DO9706                         *CURRENT SURVEY CONTROL
 DO9706  ______________________________________________________________________
 DO9706* NAD 83(1986) POSITION- 28 06 54.3    (N) 081 45 03.0    (W)   HD_HELD2
 DO9706* NAVD 88 ORTHO HEIGHT -    41.559 (meters)      136.35  (feet) ADJUSTED
 DO9706  ______________________________________________________________________
 DO9706  GEOID HEIGHT    -        -26.896 (meters)                     GEOID18
 DO9706  DYNAMIC HEIGHT  -         41.496 (meters)      136.14  (feet) COMP
 DO9706  MODELED GRAVITY -    979,150.0   (mgal)                       NAVD 88
 DO9706
 DO9706  VERT ORDER      -  SECOND    CLASS I
 DO9706
 DO9706.The horizontal coordinates were established by autonomous hand held GPS
 DO9706.observations and have an estimated accuracy of +/- 10 meters.
 DO9706
 DO9706.The orthometric height was determined by differential leveling and
 DO9706.adjusted by the NATIONAL GEODETIC SURVEY
 DO9706.in January 2014.
 DO9706
 DO9706.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9706.GEOID18 height accuracy estimate available here.
 DO9706
 DO9706.Click photographs - Photos may exist for this station.
 DO9706
 DO9706.The dynamic height is computed by dividing the NAVD 88
 DO9706.geopotential number by the normal gravity value computed on the
 DO9706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9706.degrees latitude (g = 980.6199 gals.).
 DO9706
 DO9706.The modeled gravity was interpolated from observed gravity values.
 DO9706
 DO9706;                    North         East    Units  Estimated Accuracy
 DO9706;SPC FL W     -   418,987.      224,481.      MT  (+/- 10 meters HH2 GPS)
 DO9706
 DO9706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2625310178(NAD 83)
 DO9706
 DO9706                          SUPERSEDED SURVEY CONTROL
 DO9706
 DO9706.No superseded survey control is available for this station.
 DO9706
 DO9706_MARKER: DD = SURVEY DISK
 DO9706_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9706_STAMPING: 17650 B 2012
 DO9706_MARK LOGO: SFLWMD
 DO9706_PROJECTION: RECESSED 8 CENTIMETERS
 DO9706_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9706_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9706+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2012
 DO9706_ROD/PIPE-DEPTH: 4.9 meters
 DO9706
 DO9706  HISTORY     - Date     Condition        Report By
 DO9706  HISTORY     - 20121221 MONUMENTED       FLDEP
 DO9706
 DO9706                          STATION DESCRIPTION
 DO9706
 DO9706'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9706'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTH OF WINTER HAVEN, 6.4 MI (10.3
 DO9706'KM) SOUTHEAST OF POLK CITY, 4.2 MI (6.8 KM) NORTHEAST OF AUBURNDALE,
 DO9706'IN SECTION 19 TOWNSHIP 27 SOUTH RANGE 26 EAST.
 DO9706'
 DO9706'TO REACH THE MARK FROM THE INTERSECTION OF U.S. STATE ROAD 559 AND THE
 DO9706'INTERSTATE 4 OVERPASS IN AUBURNDALE, GO SOUTH ON U.S. STATE ROAD 559
 DO9706'FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF LAKE MATTIE ROAD ON THE LEFT.
 DO9706'TURN LEFT ON LAKE MATTIE ROAD AND GO EAST FOR 2.0 MI (3.2 KM) TO THE
 DO9706'T-JUNCTION OF ADAMS BARN ROAD.  TURN RIGHT ON ADAMS BARN ROAD AND GO
 DO9706'SOUTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF CASS ROAD ON THE LEFT.
 DO9706'TURN LEFT ON CASS ROAD AND GO EAST FOR 0.3 MI (0.5 KM) TO A STAFF
 DO9706'GAUGE ON THE RIGHT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DO9706'REFUSAL AT A DEPTH OF 36.5 FT (11.1 M) WITH ALUMINUM DISK ENCASED IN A
 DO9706'4-INCH (10 CM) PVC PIPE AND RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF
 DO9706'CASS ROAD.
 DO9706'
 DO9706'LOCATED 147.0 FT (44.8 M) EAST OF POWER POLE NUMBER 093621, 86.5 FT
 DO9706'(26.4 M) NORTH-NORTHWEST OF POWER POLE NUMBER 093622, 62.8 FT (19.1 M)
 DO9706'SOUTH-SOUTHEAST OF SURVEY MARK NUMBER 17650 A, 21.5 FT (6.6 M)
 DO9706'NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF CASS ROAD, 2.0 FT
 DO9706'(0.6 M) SOUTH-SOUTHWEST OF THE WIRE FENCE AND 1.7 FT (0.5 M)
 DO9706'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9706'
 DO9706'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9706'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9713 ***********************************************************************
 DO9713  DESIGNATION -  17651 A
 DO9713  PID         -  DO9713
 DO9713  STATE/COUNTY-  FL/POLK
 DO9713  COUNTRY     -  US
 DO9713  USGS QUAD   -  GUM LAKE (2018)
 DO9713
 DO9713                         *CURRENT SURVEY CONTROL
 DO9713  ______________________________________________________________________
 DO9713* NAD 83(1986) POSITION- 28 08 12.2    (N) 081 43 48.9    (W)   HD_HELD2
 DO9713* NAVD 88 ORTHO HEIGHT -    40.687 (meters)      133.49  (feet) ADJUSTED
 DO9713  ______________________________________________________________________
 DO9713  GEOID HEIGHT    -        -27.000 (meters)                     GEOID18
 DO9713  DYNAMIC HEIGHT  -         40.626 (meters)      133.29  (feet) COMP
 DO9713  MODELED GRAVITY -    979,149.8   (mgal)                       NAVD 88
 DO9713
 DO9713  VERT ORDER      -  SECOND    CLASS I
 DO9713
 DO9713.The horizontal coordinates were established by autonomous hand held GPS
 DO9713.observations and have an estimated accuracy of +/- 10 meters.
 DO9713
 DO9713.The orthometric height was determined by differential leveling and
 DO9713.adjusted by the NATIONAL GEODETIC SURVEY
 DO9713.in January 2014.
 DO9713
 DO9713.No vertical observational check was made to the station.
 DO9713
 DO9713.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9713.GEOID18 height accuracy estimate available here.
 DO9713
 DO9713.Click photographs - Photos may exist for this station.
 DO9713
 DO9713.The dynamic height is computed by dividing the NAVD 88
 DO9713.geopotential number by the normal gravity value computed on the
 DO9713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9713.degrees latitude (g = 980.6199 gals.).
 DO9713
 DO9713.The modeled gravity was interpolated from observed gravity values.
 DO9713
 DO9713;                    North         East    Units  Estimated Accuracy
 DO9713;SPC FL W     -   421,389.      226,498.      MT  (+/- 10 meters HH2 GPS)
 DO9713
 DO9713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2828912563(NAD 83)
 DO9713
 DO9713                          SUPERSEDED SURVEY CONTROL
 DO9713
 DO9713.No superseded survey control is available for this station.
 DO9713
 DO9713_MARKER: DD = SURVEY DISK
 DO9713_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9713_STAMPING: 17651 A 2012
 DO9713_MARK LOGO: SFLWMD
 DO9713_PROJECTION: RECESSED 5 CENTIMETERS
 DO9713_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9713+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2012
 DO9713_ROD/PIPE-DEPTH: 6.1 meters
 DO9713
 DO9713  HISTORY     - Date     Condition        Report By
 DO9713  HISTORY     - 20121220 MONUMENTED       FLDEP
 DO9713
 DO9713                          STATION DESCRIPTION
 DO9713
 DO9713'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9713'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTH OF WINTER HAVEN, 6.5 MI (10.5
 DO9713'KM) EAST-SOUTHEAST OF POLK CITY, 6.1 MI (9.8 KM) NORTHEAST OF
 DO9713'AUBURNDALE, IN SECTION 17, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9713'
 DO9713'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 92, U.S. HIGHWAY
 DO9713'17 AND COUNTY ROAD 557 IN LAKE ALFRED, GO WEST ON COUNTY ROAD 557 FOR
 DO9713'0.1 MI (0.2 KM) TO THE INTERSECTION OF BUENA VISTA DRIVE.  TURN RIGHT
 DO9713'ON COUNTY ROAD 557 (BUENA VISTA DRIVE) AND GO NORTH FOR 3.0 MI (4.8
 DO9713'KM) TO THE JUNCTION OF WGTO TOWER ROAD ON THE RIGHT.  TURN RIGHT ON
 DO9713'WGTO TOWER ROAD AND GO EAST FOR 0.25 MI (0.4 KM) TO U.S. MAIL ADDRESS
 DO9713'213 WGTO TOWER ROAD ON THE RIGHT AND THE MARK, AN ALUMINUM ROD DRIVEN
 DO9713'TO REFUSAL AT A DEPTH OF 20.0 FT (6.1 M) WITH ALUMINUM DISK ENCASED IN
 DO9713'A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO9713'THE GROUND AND LEVEL WITH WGTO TOWER ROAD.
 DO9713'
 DO9713'LOCATED 204.8 FT (62.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF WGTO
 DO9713'TOWER ROAD, 93.3 FT (28.4 M) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER
 DO9713'OF THE BRICK HOUSE, 84.7 FT (25.8 M) SOUTHWEST OF THE SOUTHEAST CORNER
 DO9713'OF THE BRICK HOUSE, 76.3 FT (23.3 M) EAST OF SURVEY MARK 17651 B, 6.7
 DO9713'FT (2.0 M) WEST OF A WOODEN LIGHT POST, 6.4 FT (2.0 M) WEST OF A
 DO9713'CARSONITE WITNESS POST AND 1.1 FT (0.3 M) NORTH OF THE NORTH EDGE OF
 DO9713'THE METAL SEAWALL.
 DO9713'
 DO9713'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9713'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9714 ***********************************************************************
 DO9714  DESIGNATION -  17651 B
 DO9714  PID         -  DO9714
 DO9714  STATE/COUNTY-  FL/POLK
 DO9714  COUNTRY     -  US
 DO9714  USGS QUAD   -  GUM LAKE (2018)
 DO9714
 DO9714                         *CURRENT SURVEY CONTROL
 DO9714  ______________________________________________________________________
 DO9714* NAD 83(1986) POSITION- 28 08 12.1    (N) 081 43 49.6    (W)   HD_HELD2
 DO9714* NAVD 88 ORTHO HEIGHT -    40.724 (meters)      133.61  (feet) ADJUSTED
 DO9714  ______________________________________________________________________
 DO9714  GEOID HEIGHT    -        -27.000 (meters)                     GEOID18
 DO9714  DYNAMIC HEIGHT  -         40.663 (meters)      133.41  (feet) COMP
 DO9714  MODELED GRAVITY -    979,149.8   (mgal)                       NAVD 88
 DO9714
 DO9714  VERT ORDER      -  SECOND    CLASS I
 DO9714
 DO9714.The horizontal coordinates were established by autonomous hand held GPS
 DO9714.observations and have an estimated accuracy of +/- 10 meters.
 DO9714
 DO9714.The orthometric height was determined by differential leveling and
 DO9714.adjusted by the NATIONAL GEODETIC SURVEY
 DO9714.in January 2014.
 DO9714
 DO9714.No vertical observational check was made to the station.
 DO9714
 DO9714.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9714.GEOID18 height accuracy estimate available here.
 DO9714
 DO9714.Click photographs - Photos may exist for this station.
 DO9714
 DO9714.The dynamic height is computed by dividing the NAVD 88
 DO9714.geopotential number by the normal gravity value computed on the
 DO9714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9714.degrees latitude (g = 980.6199 gals.).
 DO9714
 DO9714.The modeled gravity was interpolated from observed gravity values.
 DO9714
 DO9714;                    North         East    Units  Estimated Accuracy
 DO9714;SPC FL W     -   421,386.      226,479.      MT  (+/- 10 meters HH2 GPS)
 DO9714
 DO9714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2827012560(NAD 83)
 DO9714
 DO9714                          SUPERSEDED SURVEY CONTROL
 DO9714
 DO9714.No superseded survey control is available for this station.
 DO9714
 DO9714_MARKER: DD = SURVEY DISK
 DO9714_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9714_STAMPING: 17651 B 2012
 DO9714_MARK LOGO: SFLWMD
 DO9714_PROJECTION: RECESSED 5 CENTIMETERS
 DO9714_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9714_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9714+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2012
 DO9714_ROD/PIPE-DEPTH: 6.7 meters
 DO9714
 DO9714  HISTORY     - Date     Condition        Report By
 DO9714  HISTORY     - 20121220 MONUMENTED       FLDEP
 DO9714
 DO9714                          STATION DESCRIPTION
 DO9714
 DO9714'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9714'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTH OF WINTER HAVEN, 6.5 MI (10.5
 DO9714'KM) EAST-SOUTHEAST OF POLK CITY, 6.1 MI (9.8 KM) NORTHEAST OF
 DO9714'AUBURNDALE, IN SECTION 17, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9714'
 DO9714'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 92, U.S. HIGHWAY
 DO9714'17 AND COUNTY ROAD 557 IN LAKE ALFRED, GO WEST ON COUNTY ROAD 557 FOR
 DO9714'0.1 MI (0.2 KM) TO THE INTERSECTION OF BUENA VISTA DRIVE.  TURN RIGHT
 DO9714'ON COUNTY ROAD 557 (BUENA VISTA DRIVE) AND GO NORTH FOR 3.0 MI (4.8
 DO9714'KM) TO THE JUNCTION OF WGTO TOWER ROAD ON THE RIGHT.  TURN RIGHT ON
 DO9714'WGTO TOWER ROAD AND GO EAST FOR 0.25 MI (0.4 KM) TO U.S. MAIL ADDRESS
 DO9714'213 WGTO TOWER ROAD ON THE RIGHT AND THE MARK, AN ALUMINUM ROD DRIVEN
 DO9714'TO REFUSAL AT A DEPTH OF 22.1 FT (6.7 M) WITH ALUMINUM DISK ENCASED IN
 DO9714'A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO9714'THE GROUND AND LEVEL WITH WGTO TOWER ROAD.
 DO9714'
 DO9714'LOCATED 204.8 FT (62.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF WGTO
 DO9714'TOWER ROAD, 99.5 FT (30.3 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 DO9714'OF THE BRICK HOUSE, 76.3 FT (23.3 M) WEST OF SURVEY MARK 17651 A, 30.0
 DO9714'FT (9.1 M) WEST OF THE CENTERLINE OF A PRIVATE CONCRETE BOAT LANDING,
 DO9714'2.6 FT (0.8 M) NORTHEAST OF THE SOUTHWEST CORNER OF THE METAL SEAWALL
 DO9714'AND 1.5 FT (0.5 M) EAST OF A SURVEY WITNESS STICKER.
 DO9714'
 DO9714'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9714'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9716 ***********************************************************************
 DO9716  DESIGNATION -  17652 A
 DO9716  PID         -  DO9716
 DO9716  STATE/COUNTY-  FL/POLK
 DO9716  COUNTRY     -  US
 DO9716  USGS QUAD   -  GUM LAKE (2018)
 DO9716
 DO9716                         *CURRENT SURVEY CONTROL
 DO9716  ______________________________________________________________________
 DO9716* NAD 83(1986) POSITION- 28 10 07.0    (N) 081 44 15.2    (W)   HD_HELD2
 DO9716* NAVD 88 ORTHO HEIGHT -    41.512 (meters)      136.19  (feet) ADJUSTED
 DO9716  ______________________________________________________________________
 DO9716  GEOID HEIGHT    -        -27.065 (meters)                     GEOID18
 DO9716  DYNAMIC HEIGHT  -         41.450 (meters)      135.99  (feet) COMP
 DO9716  MODELED GRAVITY -    979,151.0   (mgal)                       NAVD 88
 DO9716
 DO9716  VERT ORDER      -  SECOND    CLASS I
 DO9716
 DO9716.The horizontal coordinates were established by autonomous hand held GPS
 DO9716.observations and have an estimated accuracy of +/- 10 meters.
 DO9716
 DO9716.The orthometric height was determined by differential leveling and
 DO9716.adjusted by the NATIONAL GEODETIC SURVEY
 DO9716.in January 2014.
 DO9716
 DO9716.No vertical observational check was made to the station.
 DO9716
 DO9716.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9716.GEOID18 height accuracy estimate available here.
 DO9716
 DO9716.Click photographs - Photos may exist for this station.
 DO9716
 DO9716.The dynamic height is computed by dividing the NAVD 88
 DO9716.geopotential number by the normal gravity value computed on the
 DO9716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9716.degrees latitude (g = 980.6199 gals.).
 DO9716
 DO9716.The modeled gravity was interpolated from observed gravity values.
 DO9716
 DO9716;                    North         East    Units  Estimated Accuracy
 DO9716;SPC FL W     -   424,921.      225,773.      MT  (+/- 10 meters HH2 GPS)
 DO9716
 DO9716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2759316100(NAD 83)
 DO9716
 DO9716                          SUPERSEDED SURVEY CONTROL
 DO9716
 DO9716.No superseded survey control is available for this station.
 DO9716
 DO9716_MARKER: DD = SURVEY DISK
 DO9716_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9716_STAMPING: 17652 A 2012
 DO9716_MARK LOGO: SFLWMD
 DO9716_PROJECTION: RECESSED 5 CENTIMETERS
 DO9716_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9716+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2012
 DO9716_ROD/PIPE-DEPTH: 3.7 meters
 DO9716
 DO9716  HISTORY     - Date     Condition        Report By
 DO9716  HISTORY     - 20121220 MONUMENTED       FLDEP
 DO9716  HISTORY     - 20210621 MARK NOT FOUND   SWFWMD
 DO9716
 DO9716                          STATION DESCRIPTION
 DO9716
 DO9716'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9716'THE MARK IS ABOUT 8.3 MI (13.4 KM) WEST OF DAVENPORT, 7.8 MI (12.6 KM)
 DO9716'NORTH-NORTHEAST OF AUBURNDALE, 5.4 MI (8.7 KM) EAST OF POLK CITY, IN
 DO9716'SECTION 5, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9716'
 DO9716'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 92, U.S. HIGHWAY
 DO9716'17 AND COUNTY ROAD 557 IN LAKE ALFRED, GO WEST ON COUNTY ROAD 557 FOR
 DO9716'0.1 MI (0.2 KM) TO THE INTERSECTION OF BUENA VISTA DRIVE.  TURN RIGHT
 DO9716'ON COUNTY ROAD 557 (BUENA VISTA DRIVE) AND GO NORTH FOR 3.55 MI (5.7
 DO9716'KM) TO THE JUNCTION OF COUNTY ROAD 557A ON THE LEFT.  CONTINUE NORTH
 DO9716'ON COUNTY ROAD 557 (BUENA VISTA DRIVE) FOR 1.6 MI (2.6 KM) TO THE
 DO9716'JUNCTION OF POLK CITY ROAD (COUNTY ROAD 17) ON THE RIGHT.  CONTINUE
 DO9716'NORTH ON COUNTY ROAD 557 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF OLD
 DO9716'POLK CITY ROAD ON THE LEFT.  TURN LEFT ON OLD POLK CITY ROAD AND GO
 DO9716'NORTHWEST FOR 0.05 MI (0.1 KM) TO A MONITORING WELL ON THE LEFT AND
 DO9716'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO9716'12.0 FT (3.7 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DO9716'PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT
 DO9716'(15 CM) BELOW THE LEVEL OF OLD POLK CITY ROAD.
 DO9716'
 DO9716'LOCATED 55.5 FT (16.9 M) WEST OF POWER POLE NUMBER 48472 49372, 36.0
 DO9716'FT (11.0 M) SOUTH-SOUTHEAST OF SURVEY MARK 17652 B, 19.9 FT (6.1 M)
 DO9716'WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF OLD POLK CITY ROAD,
 DO9716'15.7 FT (4.8 M) SOUTHEAST OF THE SOUTHERLY MOST MONITORING WELL, 2.2
 DO9716'FT (0.7 M) EAST-NORTHEAST OF THE BARBWIRE FENCE AND 1.8 FT (0.5 M)
 DO9716'EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DO9716'
 DO9716'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9716'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9716
 DO9716                          STATION RECOVERY (2021)
 DO9716
 DO9716'RECOVERY NOTE BY SW FL WTR MGMT DIST 2021 (WJO)
 DO9716'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9717 ***********************************************************************
 DO9717  DESIGNATION -  17652 B
 DO9717  PID         -  DO9717
 DO9717  STATE/COUNTY-  FL/POLK
 DO9717  COUNTRY     -  US
 DO9717  USGS QUAD   -  GUM LAKE (2018)
 DO9717
 DO9717                         *CURRENT SURVEY CONTROL
 DO9717  ______________________________________________________________________
 DO9717* NAD 83(1986) POSITION- 28 10 07.0    (N) 081 44 15.5    (W)   HD_HELD2
 DO9717* NAVD 88 ORTHO HEIGHT -    41.510 (meters)      136.19  (feet) ADJUSTED
 DO9717  ______________________________________________________________________
 DO9717  GEOID HEIGHT    -        -27.065 (meters)                     GEOID18
 DO9717  DYNAMIC HEIGHT  -         41.448 (meters)      135.98  (feet) COMP
 DO9717  MODELED GRAVITY -    979,151.0   (mgal)                       NAVD 88
 DO9717
 DO9717  VERT ORDER      -  SECOND    CLASS I
 DO9717
 DO9717.The horizontal coordinates were established by autonomous hand held GPS
 DO9717.observations and have an estimated accuracy of +/- 10 meters.
 DO9717
 DO9717.The orthometric height was determined by differential leveling and
 DO9717.adjusted by the NATIONAL GEODETIC SURVEY
 DO9717.in January 2014.
 DO9717
 DO9717.No vertical observational check was made to the station.
 DO9717
 DO9717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9717.GEOID18 height accuracy estimate available here.
 DO9717
 DO9717.Click photographs - Photos may exist for this station.
 DO9717
 DO9717.The dynamic height is computed by dividing the NAVD 88
 DO9717.geopotential number by the normal gravity value computed on the
 DO9717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9717.degrees latitude (g = 980.6199 gals.).
 DO9717
 DO9717.The modeled gravity was interpolated from observed gravity values.
 DO9717
 DO9717;                    North         East    Units  Estimated Accuracy
 DO9717;SPC FL W     -   424,921.      225,765.      MT  (+/- 10 meters HH2 GPS)
 DO9717
 DO9717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2758516100(NAD 83)
 DO9717
 DO9717                          SUPERSEDED SURVEY CONTROL
 DO9717
 DO9717.No superseded survey control is available for this station.
 DO9717
 DO9717_MARKER: DD = SURVEY DISK
 DO9717_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9717_STAMPING: 17652 B 2012
 DO9717_MARK LOGO: SFLWMD
 DO9717_PROJECTION: RECESSED 5 CENTIMETERS
 DO9717_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9717+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2012
 DO9717_ROD/PIPE-DEPTH: 3.3 meters
 DO9717
 DO9717  HISTORY     - Date     Condition        Report By
 DO9717  HISTORY     - 20121220 MONUMENTED       FLDEP
 DO9717
 DO9717                          STATION DESCRIPTION
 DO9717
 DO9717'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9717'THE MARK IS ABOUT 8.3 MI (13.4 KM) WEST OF DAVENPORT, 7.8 MI (12.6 KM)
 DO9717'NORTH-NORTHEAST OF AUBURNDALE, 5.4 MI (8.7 KM) EAST OF POLK CITY, IN
 DO9717'SECTION 5, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9717'
 DO9717'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 92, U.S. HIGHWAY
 DO9717'17 AND COUNTY ROAD 557 IN LAKE ALFRED, GO WEST ON COUNTY ROAD 557 FOR
 DO9717'0.1 MI (0.2 KM) TO THE INTERSECTION OF BUENA VISTA DRIVE.  TURN RIGHT
 DO9717'ON COUNTY ROAD 557 (BUENA VISTA DRIVE) AND GO NORTH FOR 3.55 MI (5.7
 DO9717'KM) TO THE JUNCTION OF COUNTY ROAD 557A ON THE LEFT.  CONTINUE NORTH
 DO9717'ON COUNTY ROAD 557 (BUENA VISTA DRIVE) FOR 1.6 MI (2.6 KM) TO THE
 DO9717'JUNCTION OF POLK CITY ROAD (COUNTY ROAD 17) ON THE RIGHT.  CONTINUE
 DO9717'NORTH ON COUNTY ROAD 557 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF OLD
 DO9717'POLK CITY ROAD ON THE LEFT.  TURN LEFT ON OLD POLK CITY ROAD AND GO
 DO9717'NORTHWEST FOR 0.05 MI (0.1 KM) TO A MONITORING WELL ON THE LEFT AND
 DO9717'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO9717'10.8 FT (3.3 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DO9717'PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT
 DO9717'(15 CM) BELOW THE LEVEL OF OLD POLK CITY ROAD.
 DO9717'
 DO9717'LOCATED 81.8 FT (24.9 M) WEST-NORTHWEST OF POWER POLE NUMBER 48472
 DO9717'49372, 36.0 FT (11.0 M) SOUTH-SOUTHEAST OF SURVEY MARK 17652 A, 16.2
 DO9717'FT (4.9 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF OLD POLK
 DO9717'CITY ROAD, 11.0 FT (3.4 M) NORTH-NORTHWEST OF THE NORTHERLY MOST
 DO9717'MONITORING WELL, 6.0 FT (1.8 M) NORTHEAST OF A LIVE OAK TREE AND 4.7
 DO9717'FT (1.4 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DO9717'
 DO9717'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9717'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9750 ***********************************************************************
 DO9750  DESIGNATION -  17655 A
 DO9750  PID         -  DO9750
 DO9750  STATE/COUNTY-  FL/POLK
 DO9750  COUNTRY     -  US
 DO9750  USGS QUAD   -  AUBURNDALE (2018)
 DO9750
 DO9750                         *CURRENT SURVEY CONTROL
 DO9750  ______________________________________________________________________
 DO9750* NAD 83(1986) POSITION- 28 05 36.1    (N) 081 45 44.7    (W)   HD_HELD2
 DO9750* NAVD 88 ORTHO HEIGHT -    42.826 (meters)      140.51  (feet) ADJUSTED
 DO9750  ______________________________________________________________________
 DO9750  GEOID HEIGHT    -        -26.804 (meters)                     GEOID18
 DO9750  DYNAMIC HEIGHT  -         42.762 (meters)      140.29  (feet) COMP
 DO9750  MODELED GRAVITY -    979,150.4   (mgal)                       NAVD 88
 DO9750
 DO9750  VERT ORDER      -  SECOND    CLASS I
 DO9750
 DO9750.The horizontal coordinates were established by autonomous hand held GPS
 DO9750.observations and have an estimated accuracy of +/- 10 meters.
 DO9750
 DO9750.The orthometric height was determined by differential leveling and
 DO9750.adjusted by the NATIONAL GEODETIC SURVEY
 DO9750.in January 2014.
 DO9750
 DO9750.No vertical observational check was made to the station.
 DO9750
 DO9750.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9750.GEOID18 height accuracy estimate available here.
 DO9750
 DO9750.Click photographs - Photos may exist for this station.
 DO9750
 DO9750.The dynamic height is computed by dividing the NAVD 88
 DO9750.geopotential number by the normal gravity value computed on the
 DO9750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9750.degrees latitude (g = 980.6199 gals.).
 DO9750
 DO9750.The modeled gravity was interpolated from observed gravity values.
 DO9750
 DO9750;                    North         East    Units  Estimated Accuracy
 DO9750;SPC FL W     -   416,577.      223,348.      MT  (+/- 10 meters HH2 GPS)
 DO9750
 DO9750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2510007779(NAD 83)
 DO9750
 DO9750                          SUPERSEDED SURVEY CONTROL
 DO9750
 DO9750.No superseded survey control is available for this station.
 DO9750
 DO9750_MARKER: DD = SURVEY DISK
 DO9750_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO9750_SP_SET: STORM DRAIN
 DO9750_STAMPING: 17655 A 2013
 DO9750_MARK LOGO: FLDEP
 DO9750_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9750_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO9750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9750+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2013
 DO9750
 DO9750  HISTORY     - Date     Condition        Report By
 DO9750  HISTORY     - 20130110 MONUMENTED       FLDEP
 DO9750
 DO9750                          STATION DESCRIPTION
 DO9750
 DO9750'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9750'THE MARK IS ABOUT 7.0 MI (11.3 KM) NORTH-NORTHWEST OF ELOISE, 5.2 MI
 DO9750'(8.4 KM) NORTH-NORTHWEST OF WINTER HAVEN, 2.5 MI (4.0 KM) NORTHEAST OF
 DO9750'AUBURNDALE, IN SECTION 36, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9750'
 DO9750'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DO9750'HIGHWAY 92 SOUTH OF LAKE ALFRED, GO NORTH ON U.S. HIGHWAY 17-92 FOR
 DO9750'1.1 MI (1.8 KM) TO THE INTERSECTION OF WEST PIERCE STREET.  TURN LEFT
 DO9750'ON WEST PIERCE STREET AND GO WEST FOR 0.9 MI (1.4 KM) TO A CURVE
 DO9750'LEADING NORTHWEST AND OLD LAKE ALFRED ROAD.  CONTINUE NORTHWEST THEN
 DO9750'WEST ON OLD LAKE ALFRED ROAD FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF
 DO9750'ADAMS BARN LANE ON THE RIGHT.  CONTINUE WEST ON OLD LAKE ALFRED ROAD
 DO9750'FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF BOLENDER ROAD ON THE RIGHT.
 DO9750'TURN RIGHT ON BOLENDER ROAD AND GO NORTH THEN WEST FOR 0.15 MI (0.2
 DO9750'KM) TO THE JUNCTION OF ADAMS VIEW LANE ON THE RIGHT (ENTRANCE TO A
 DO9750'SUBDIVISION).  TURN RIGHT ON ADAMS VIEW LANE AND GO NORTH ABOUT 100.0
 DO9750'FT (30.5 M) TO A GATE.  CONTINUE NORTH THEN NORTHEAST ON ADAMS VIEW
 DO9750'LANE FOR 0.5 MI (0.8 KM) TO THE NORTHERN MOST JUNCTION OF SPINNAKER
 DO9750'COURT ON THE RIGHT.  CONTINUE NORTHERLY ON ADAMS VIEW LANE ABOUT 170.0
 DO9750'FT (51.8 M) TO THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A STORM
 DO9750'DRAIN 0.2 FT (6 CM) BELOW THE LEVEL OF ADAMS VIEW LANE.
 DO9750'
 DO9750'LOCATED 170.5 FT (52.0 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DO9750'SPINNAKER COURT, 150.5 FT (45.9 M) SOUTHEAST OF SURVEY MARK 17655 B,
 DO9750'31.8 FT (9.7 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF ADAMS VIEW
 DO9750'LANE AND 0.3 FT (9 CM) NORTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9751 ***********************************************************************
 DO9751  DESIGNATION -  17655 B
 DO9751  PID         -  DO9751
 DO9751  STATE/COUNTY-  FL/POLK
 DO9751  COUNTRY     -  US
 DO9751  USGS QUAD   -  AUBURNDALE (2018)
 DO9751
 DO9751                         *CURRENT SURVEY CONTROL
 DO9751  ______________________________________________________________________
 DO9751* NAD 83(1986) POSITION- 28 05 35.0    (N) 081 45 45.6    (W)   HD_HELD2
 DO9751* NAVD 88 ORTHO HEIGHT -    43.011 (meters)      141.11  (feet) ADJUSTED
 DO9751  ______________________________________________________________________
 DO9751  GEOID HEIGHT    -        -26.803 (meters)                     GEOID18
 DO9751  DYNAMIC HEIGHT  -         42.947 (meters)      140.90  (feet) COMP
 DO9751  MODELED GRAVITY -    979,150.5   (mgal)                       NAVD 88
 DO9751
 DO9751  VERT ORDER      -  SECOND    CLASS I
 DO9751
 DO9751.The horizontal coordinates were established by autonomous hand held GPS
 DO9751.observations and have an estimated accuracy of +/- 10 meters.
 DO9751
 DO9751.The orthometric height was determined by differential leveling and
 DO9751.adjusted by the NATIONAL GEODETIC SURVEY
 DO9751.in January 2014.
 DO9751
 DO9751.No vertical observational check was made to the station.
 DO9751
 DO9751.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9751.GEOID18 height accuracy estimate available here.
 DO9751
 DO9751.Click photographs - Photos may exist for this station.
 DO9751
 DO9751.The dynamic height is computed by dividing the NAVD 88
 DO9751.geopotential number by the normal gravity value computed on the
 DO9751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9751.degrees latitude (g = 980.6199 gals.).
 DO9751
 DO9751.The modeled gravity was interpolated from observed gravity values.
 DO9751
 DO9751;                    North         East    Units  Estimated Accuracy
 DO9751;SPC FL W     -   416,544.      223,323.      MT  (+/- 10 meters HH2 GPS)
 DO9751
 DO9751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2507507745(NAD 83)
 DO9751
 DO9751                          SUPERSEDED SURVEY CONTROL
 DO9751
 DO9751.No superseded survey control is available for this station.
 DO9751
 DO9751_MARKER: DD = SURVEY DISK
 DO9751_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9751_STAMPING: 17655 B 2013
 DO9751_MARK LOGO: SFLWMD
 DO9751_PROJECTION: RECESSED 5 CENTIMETERS
 DO9751_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9751+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2013
 DO9751_ROD/PIPE-DEPTH: 10.7 meters
 DO9751
 DO9751  HISTORY     - Date     Condition        Report By
 DO9751  HISTORY     - 20130110 MONUMENTED       FLDEP
 DO9751
 DO9751                          STATION DESCRIPTION
 DO9751
 DO9751'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9751'THE MARK IS ABOUT 7.0 MI (11.3 KM) NORTH-NORTHWEST OF ELOISE, 5.2 MI
 DO9751'(8.4 KM) NORTH-NORTHWEST OF WINTER HAVEN, 2.5 MI (4.0 KM) NORTHEAST OF
 DO9751'AUBURNDALE, IN SECTION 36, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9751'
 DO9751'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DO9751'HIGHWAY 92 SOUTH OF LAKE ALFRED, GO NORTH ON U.S. HIGHWAY 17-92 FOR
 DO9751'1.1 MI (1.8 KM) TO THE INTERSECTION OF WEST PIERCE STREET.  TURN LEFT
 DO9751'ON WEST PIERCE STREET AND GO WEST FOR 0.9 MI (1.4 KM) TO A CURVE
 DO9751'LEADING NORTHWEST AND OLD LAKE ALFRED ROAD.  CONTINUE NORTHWEST THEN
 DO9751'WEST ON OLD LAKE ALFRED ROAD FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF
 DO9751'ADAMS BARN LANE ON THE RIGHT.  CONTINUE WEST ON OLD LAKE ALFRED ROAD
 DO9751'FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF BOLENDER ROAD ON THE RIGHT.
 DO9751'TURN RIGHT ON BOLENDER ROAD AND GO NORTH THEN WEST FOR 0.15 MI (0.2
 DO9751'KM) TO THE JUNCTION OF ADAMS VIEW LANE ON THE RIGHT (ENTRANCE TO A
 DO9751'SUBDIVISION).  TURN RIGHT ON ADAMS VIEW LANE AND GO NORTH ABOUT 100.0
 DO9751'FT (30.5 M) TO A GATE.  CONTINUE NORTH THEN NORTHEAST ON ADAMS VIEW
 DO9751'LANE FOR 0.5 MI (0.8 KM) TO THE NORTHERN MOST JUNCTION OF SPINNAKER
 DO9751'COURT ON THE RIGHT AND MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO9751'REFUSAL AT A DEPTH OF 35.2 FT (10.7 M) WITH AN ALUMINUM DISK ENCASED
 DO9751'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO9751'THE GROUND AND 0.4 FT (12 CM) ABOVE THE LEVEL OF ADAMS VIEW LANE.
 DO9751'
 DO9751'LOCATED 150.5 FT (45.9 M) SOUTHWEST OF SURVEY MARK 17655 A, 27.6 FT
 DO9751'(8.4 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF ADAMS VIEW LANE,
 DO9751'22.4 FT (6.8 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF SPINNAKER
 DO9751'COURT AND 0.3 FT (9 CM) NORTHWEST OF A CARSONITE WITNESS POST.
 DO9751'
 DO9751'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9751'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9732 ***********************************************************************
 DO9732  DESIGNATION -  17656 A
 DO9732  PID         -  DO9732
 DO9732  STATE/COUNTY-  FL/POLK
 DO9732  COUNTRY     -  US
 DO9732  USGS QUAD   -  AUBURNDALE (2018)
 DO9732
 DO9732                         *CURRENT SURVEY CONTROL
 DO9732  ______________________________________________________________________
 DO9732* NAD 83(1986) POSITION- 28 05 03.8    (N) 081 48 37.9    (W)   HD_HELD2
 DO9732* NAVD 88 ORTHO HEIGHT -    41.347 (meters)      135.65  (feet) ADJUSTED
 DO9732  ______________________________________________________________________
 DO9732  GEOID HEIGHT    -        -26.673 (meters)                     GEOID18
 DO9732  DYNAMIC HEIGHT  -         41.286 (meters)      135.45  (feet) COMP
 DO9732  MODELED GRAVITY -    979,152.6   (mgal)                       NAVD 88
 DO9732
 DO9732  VERT ORDER      -  SECOND    CLASS I
 DO9732
 DO9732.The horizontal coordinates were established by autonomous hand held GPS
 DO9732.observations and have an estimated accuracy of +/- 10 meters.
 DO9732
 DO9732.The orthometric height was determined by differential leveling and
 DO9732.adjusted by the NATIONAL GEODETIC SURVEY
 DO9732.in January 2014.
 DO9732
 DO9732.No vertical observational check was made to the station.
 DO9732
 DO9732.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9732.GEOID18 height accuracy estimate available here.
 DO9732
 DO9732.Click photographs - Photos may exist for this station.
 DO9732
 DO9732.The dynamic height is computed by dividing the NAVD 88
 DO9732.geopotential number by the normal gravity value computed on the
 DO9732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9732.degrees latitude (g = 980.6199 gals.).
 DO9732
 DO9732.The modeled gravity was interpolated from observed gravity values.
 DO9732
 DO9732;                    North         East    Units  Estimated Accuracy
 DO9732;SPC FL W     -   415,575.      218,621.      MT  (+/- 10 meters HH2 GPS)
 DO9732
 DO9732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2036706815(NAD 83)
 DO9732
 DO9732                          SUPERSEDED SURVEY CONTROL
 DO9732
 DO9732.No superseded survey control is available for this station.
 DO9732
 DO9732_MARKER: DD = SURVEY DISK
 DO9732_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO9732_SP_SET: SEAWALL
 DO9732_STAMPING: 17656 A 2013
 DO9732_MARK LOGO: FLDEP
 DO9732_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9732+STABILITY: SURFACE MOTION
 DO9732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9732+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2013
 DO9732
 DO9732  HISTORY     - Date     Condition        Report By
 DO9732  HISTORY     - 20130108 MONUMENTED       FLDEP
 DO9732
 DO9732                          STATION DESCRIPTION
 DO9732
 DO9732'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9732'THE MARK IS ABOUT 6.8 MI (10.9 KM) SOUTH OF POLK CITY, 6.4 MI (10.3
 DO9732'KM) NORTHWEST OF WINTER HAVEN, 1.9 MI (3.1 KM) NORTHWEST OF
 DO9732'AUBURNDALE, IN SECTION 33, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9732'
 DO9732'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9732'ROAD 570 (POLK PARKWAY-TOLL ROAD) IN AUBURNDALE, GO EAST ON U.S.
 DO9732'HIGHWAY 92 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF BERKLEY ROAD
 DO9732'(COUNTY ROAD 655) ON THE LEFT AND NEPTUNE ROAD ON THE RIGHT.  TURN
 DO9732'LEFT ON BERKLEY ROAD (COUNTY ROAD 655) AND GO NORTH FOR 1.8 MI (2.9
 DO9732'KM) TO THE INTERSECTION OF DENTON AVENUE.  TURN RIGHT ON DENTON AVENUE
 DO9732'AND GO EAST FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION OF LAKE ARIANA
 DO9732'BOULEVARD AND THE MARK, SET FLUSH IN THE SOUTH END OF THE CONCRETE
 DO9732'SEAWALL 1.0 FT (0.3 M) BELOW THE LEVEL OF LAKE ARIANA BOULEVARD.
 DO9732'
 DO9732'LOCATED 120.5 FT (36.7 M) SOUTH OF SURVEY MARK 17656 B, 64.6 FT (19.7
 DO9732'M) SOUTH OF THE APPROXIMATE CENTERLINE OF A WOODEN DOCK, 54.7 FT (16.7
 DO9732'M) EAST OF THE APPROXIMATE CENTERLINE OF LAKE ARIANA BOULEVARD, 41.0
 DO9732'FT (12.5 M) EAST OF A CARSONITE WITNESS POST AND 1.0 FT (0.3 M) NORTH
 DO9732'OF THE SOUTH END OF A CONCRETE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9733 ***********************************************************************
 DO9733  DESIGNATION -  17656 B
 DO9733  PID         -  DO9733
 DO9733  STATE/COUNTY-  FL/POLK
 DO9733  COUNTRY     -  US
 DO9733  USGS QUAD   -  AUBURNDALE (2018)
 DO9733
 DO9733                         *CURRENT SURVEY CONTROL
 DO9733  ______________________________________________________________________
 DO9733* NAD 83(1986) POSITION- 28 05 05.0    (N) 081 48 37.7    (W)   HD_HELD2
 DO9733* NAVD 88 ORTHO HEIGHT -    41.386 (meters)      135.78  (feet) ADJUSTED
 DO9733  ______________________________________________________________________
 DO9733  GEOID HEIGHT    -        -26.674 (meters)                     GEOID18
 DO9733  DYNAMIC HEIGHT  -         41.324 (meters)      135.58  (feet) COMP
 DO9733  MODELED GRAVITY -    979,152.6   (mgal)                       NAVD 88
 DO9733
 DO9733  VERT ORDER      -  SECOND    CLASS I
 DO9733
 DO9733.The horizontal coordinates were established by autonomous hand held GPS
 DO9733.observations and have an estimated accuracy of +/- 10 meters.
 DO9733
 DO9733.The orthometric height was determined by differential leveling and
 DO9733.adjusted by the NATIONAL GEODETIC SURVEY
 DO9733.in January 2014.
 DO9733
 DO9733.No vertical observational check was made to the station.
 DO9733
 DO9733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9733.GEOID18 height accuracy estimate available here.
 DO9733
 DO9733.Click photographs - Photos may exist for this station.
 DO9733
 DO9733.The dynamic height is computed by dividing the NAVD 88
 DO9733.geopotential number by the normal gravity value computed on the
 DO9733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9733.degrees latitude (g = 980.6199 gals.).
 DO9733
 DO9733.The modeled gravity was interpolated from observed gravity values.
 DO9733
 DO9733;                    North         East    Units  Estimated Accuracy
 DO9733;SPC FL W     -   415,612.      218,627.      MT  (+/- 10 meters HH2 GPS)
 DO9733
 DO9733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2037306852(NAD 83)
 DO9733
 DO9733                          SUPERSEDED SURVEY CONTROL
 DO9733
 DO9733.No superseded survey control is available for this station.
 DO9733
 DO9733_MARKER: DD = SURVEY DISK
 DO9733_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO9733_SP_SET: SEAWALL
 DO9733_STAMPING: 17656 B 2013
 DO9733_MARK LOGO: FLDEP
 DO9733_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9733+STABILITY: SURFACE MOTION
 DO9733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9733+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2013
 DO9733
 DO9733  HISTORY     - Date     Condition        Report By
 DO9733  HISTORY     - 20130108 MONUMENTED       FLDEP
 DO9733
 DO9733                          STATION DESCRIPTION
 DO9733
 DO9733'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9733'THE MARK IS ABOUT 6.8 MI (10.9 KM) SOUTH OF POLK CITY, 6.4 MI (10.3
 DO9733'KM) NORTHWEST OF WINTER HAVEN, 1.9 MI (3.1 KM) NORTHWEST OF
 DO9733'AUBURNDALE, IN SECTION 33, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9733'
 DO9733'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9733'ROAD 570 (POLK PARKWAY-TOLL ROAD) IN AUBURNDALE, GO EAST ON U.S.
 DO9733'HIGHWAY 92 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF BERKLEY ROAD
 DO9733'(COUNTY ROAD 655) ON THE LEFT AND NEPTUNE ROAD ON THE RIGHT.  TURN
 DO9733'LEFT ON BERKLEY ROAD (COUNTY ROAD 655) AND GO NORTH FOR 1.8 MI (2.9
 DO9733'KM) TO THE INTERSECTION OF DENTON AVENUE.  TURN RIGHT ON DENTON AVENUE
 DO9733'AND GO EAST FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION OF LAKE ARIANA
 DO9733'BOULEVARD.  TURN LEFT ON LAKE ARIANA BOULEVARD AND GO NORTH FOR ABOUT
 DO9733'130.0 FT (39.6 M) TO THE MARK ON THE RIGHT, SET FLUSH IN THE NORTH END
 DO9733'OF THE CONCRETE SEAWALL 1.0 FT (0.3 M) BELOW THE LEVEL OF LAKE ARIANA
 DO9733'BOULEVARD.
 DO9733'
 DO9733'LOCATED 120.5 FT (36.7 M) SOUTH OF SURVEY MARK 17656 A, 56.6 FT (17.3
 DO9733'M) NORTH OF THE APPROXIMATE CENTERLINE OF A WOODEN DOCK, 54.8 FT (16.7
 DO9733'M) EAST OF THE APPROXIMATE CENTERLINE OF LAKE ARIANA BOULEVARD, 41.6
 DO9733'FT (12.7 M) EAST OF A CARSONITE WITNESS POST AND 1.0 FT (0.3 M) SOUTH
 DO9733'OF THE NORTH END OF A CONCRETE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9736 ***********************************************************************
 DO9736  DESIGNATION -  17657 A
 DO9736  PID         -  DO9736
 DO9736  STATE/COUNTY-  FL/POLK
 DO9736  COUNTRY     -  US
 DO9736  USGS QUAD   -  AUBURNDALE (2018)
 DO9736
 DO9736                         *CURRENT SURVEY CONTROL
 DO9736  ______________________________________________________________________
 DO9736* NAD 83(1986) POSITION- 28 05 33.8    (N) 081 48 26.7    (W)   HD_HELD2
 DO9736* NAVD 88 ORTHO HEIGHT -    44.410 (meters)      145.70  (feet) ADJUSTED
 DO9736  ______________________________________________________________________
 DO9736  GEOID HEIGHT    -        -26.707 (meters)                     GEOID18
 DO9736  DYNAMIC HEIGHT  -         44.344 (meters)      145.49  (feet) COMP
 DO9736  MODELED GRAVITY -    979,152.2   (mgal)                       NAVD 88
 DO9736
 DO9736  VERT ORDER      -  SECOND    CLASS I
 DO9736
 DO9736.The horizontal coordinates were established by autonomous hand held GPS
 DO9736.observations and have an estimated accuracy of +/- 10 meters.
 DO9736
 DO9736.The orthometric height was determined by differential leveling and
 DO9736.adjusted by the NATIONAL GEODETIC SURVEY
 DO9736.in January 2014.
 DO9736
 DO9736.No vertical observational check was made to the station.
 DO9736
 DO9736.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9736.GEOID18 height accuracy estimate available here.
 DO9736
 DO9736.Click photographs - Photos may exist for this station.
 DO9736
 DO9736.The dynamic height is computed by dividing the NAVD 88
 DO9736.geopotential number by the normal gravity value computed on the
 DO9736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9736.degrees latitude (g = 980.6199 gals.).
 DO9736
 DO9736.The modeled gravity was interpolated from observed gravity values.
 DO9736
 DO9736;                    North         East    Units  Estimated Accuracy
 DO9736;SPC FL W     -   416,499.      218,926.      MT  (+/- 10 meters HH2 GPS)
 DO9736
 DO9736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2067907736(NAD 83)
 DO9736
 DO9736                          SUPERSEDED SURVEY CONTROL
 DO9736
 DO9736.No superseded survey control is available for this station.
 DO9736
 DO9736_MARKER: DD = SURVEY DISK
 DO9736_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9736_STAMPING: 17657 A 2013
 DO9736_MARK LOGO: SFLWMD
 DO9736_PROJECTION: RECESSED 8 CENTIMETERS
 DO9736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9736+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2013
 DO9736_ROD/PIPE-DEPTH: 4.8 meters
 DO9736
 DO9736  HISTORY     - Date     Condition        Report By
 DO9736  HISTORY     - 20130111 MONUMENTED       FLDEP
 DO9736
 DO9736                          STATION DESCRIPTION
 DO9736
 DO9736'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9736'THE MARK IS ABOUT 6.8 MI (10.9 KM) NORTHWEST OF WINTER HAVEN, 6.1 MI
 DO9736'(9.8 KM) SOUTH OF POLK CITY, 2.4 MI (3.9 KM) NORTH-NORTHWEST OF
 DO9736'AUBURNDALE, IN SECTION 33, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9736'
 DO9736'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9736'ROAD 570 (POLK PARKWAY-TOLL ROAD) IN AUBURNDALE, GO EAST ON U.S.
 DO9736'HIGHWAY 92 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF BERKLEY ROAD
 DO9736'(COUNTY ROAD 655) ON THE LEFT AND NEPTUNE ROAD ON THE RIGHT.  TURN
 DO9736'LEFT ON BERKLEY ROAD (COUNTY ROAD 655) AND GO NORTH FOR 1.8 MI (2.9
 DO9736'KM) TO THE INTERSECTION OF DENTON AVENUE.  TURN RIGHT ON DENTON AVENUE
 DO9736'AND GO EAST FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION OF LAKE ARIANA
 DO9736'BOULEVARD.  TURN LEFT ON LAKE ARIANA BOULEVARD AND GO NORTHEAST FOR
 DO9736'0.4 MI (0.6 KM) TO THE JUNCTION OF TEMPLE STREET ON THE LEFT.  TURN
 DO9736'LEFT ON TEMPLE STREET AND GO NORTH FOR 0.05 MI (0.1 KM) TO THE
 DO9736'INTERSECTION OF KIRKLAND LAKE DRIVE ON THE RIGHT AND CRESTVIEW DRIVE
 DO9736'ON THE LEFT.  TURN RIGHT ON KIRKLAND LAKE DRIVE AND GO NORTH THEN WEST
 DO9736'FOR 0.5 MI (0.8 KM) TO U.S. MAIL ADDRESS 2112 KIRKLAND LAKE DRIVE ON
 DO9736'THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DO9736'AT A DEPTH OF 15.8 FT (4.8 M) WITH AN ALUMINUM DISK ENCASED IN A
 DO9736'4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DO9736'GROUND AND LEVEL WITH KIRKLAND LAKE DRIVE.
 DO9736'
 DO9736'LOCATED 375.0 FT (114.3 M) EAST-NORTHEAST OF SURVEY MARK 17657 B, 47.0
 DO9736'FT (14.3 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE,
 DO9736'28.9 FT (8.8 M) SOUTH-SOUTHWEST OF A 32-INCH (81 CM) OAK TREE, 16.6 FT
 DO9736'(5.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF KIRKLAND LAKE ROAD AND
 DO9736'10.8 FT (3.3 M) SOUTH OF A TELEPHONE JUNCTION BOX WITH A YELLOW SURVEY
 DO9736'WITNESS STICKER.
 DO9736'
 DO9736'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9736'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9737 ***********************************************************************
 DO9737  DESIGNATION -  17657 B
 DO9737  PID         -  DO9737
 DO9737  STATE/COUNTY-  FL/POLK
 DO9737  COUNTRY     -  US
 DO9737  USGS QUAD   -  AUBURNDALE (2018)
 DO9737
 DO9737                         *CURRENT SURVEY CONTROL
 DO9737  ______________________________________________________________________
 DO9737* NAD 83(1986) POSITION- 28 05 33.2    (N) 081 48 30.8    (W)   HD_HELD2
 DO9737* NAVD 88 ORTHO HEIGHT -    44.270 (meters)      145.24  (feet) ADJUSTED
 DO9737  ______________________________________________________________________
 DO9737  GEOID HEIGHT    -        -26.704 (meters)                     GEOID18
 DO9737  DYNAMIC HEIGHT  -         44.204 (meters)      145.03  (feet) COMP
 DO9737  MODELED GRAVITY -    979,152.3   (mgal)                       NAVD 88
 DO9737
 DO9737  VERT ORDER      -  SECOND    CLASS I
 DO9737
 DO9737.The horizontal coordinates were established by autonomous hand held GPS
 DO9737.observations and have an estimated accuracy of +/- 10 meters.
 DO9737
 DO9737.The orthometric height was determined by differential leveling and
 DO9737.adjusted by the NATIONAL GEODETIC SURVEY
 DO9737.in January 2014.
 DO9737
 DO9737.No vertical observational check was made to the station.
 DO9737
 DO9737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9737.GEOID18 height accuracy estimate available here.
 DO9737
 DO9737.Click photographs - Photos may exist for this station.
 DO9737
 DO9737.The dynamic height is computed by dividing the NAVD 88
 DO9737.geopotential number by the normal gravity value computed on the
 DO9737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9737.degrees latitude (g = 980.6199 gals.).
 DO9737
 DO9737.The modeled gravity was interpolated from observed gravity values.
 DO9737
 DO9737;                    North         East    Units  Estimated Accuracy
 DO9737;SPC FL W     -   416,480.      218,814.      MT  (+/- 10 meters HH2 GPS)
 DO9737
 DO9737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2056707719(NAD 83)
 DO9737
 DO9737                          SUPERSEDED SURVEY CONTROL
 DO9737
 DO9737.No superseded survey control is available for this station.
 DO9737
 DO9737_MARKER: DD = SURVEY DISK
 DO9737_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO9737_SP_SET: HEADWALL
 DO9737_STAMPING: 17657 B 2013
 DO9737_MARK LOGO: FLDEP
 DO9737_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9737+STABILITY: SURFACE MOTION
 DO9737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9737+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2013
 DO9737
 DO9737  HISTORY     - Date     Condition        Report By
 DO9737  HISTORY     - 20130108 MONUMENTED       FLDEP
 DO9737
 DO9737                          STATION DESCRIPTION
 DO9737
 DO9737'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9737'THE MARK IS ABOUT 6.8 MI (10.9 KM) NORTHWEST OF WINTER HAVEN, 6.1 MI
 DO9737'(9.8 KM) SOUTH OF POLK CITY, 2.4 MI (3.9 KM) NORTH-NORTHWEST OF
 DO9737'AUBURNDALE, IN SECTION 33, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9737'
 DO9737'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9737'ROAD 570 (POLK PARKWAY-TOLL ROAD) IN AUBURNDALE, GO EAST ON U.S.
 DO9737'HIGHWAY 92 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF BERKLEY ROAD
 DO9737'(COUNTY ROAD 655) ON THE LEFT AND NEPTUNE ROAD ON THE RIGHT.  TURN
 DO9737'LEFT ON BERKLEY ROAD (COUNTY ROAD 655) AND GO NORTH FOR 1.8 MI (2.9
 DO9737'KM) TO THE INTERSECTION OF DENTON AVENUE.  TURN RIGHT ON DENTON AVENUE
 DO9737'AND GO EAST FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION OF LAKE ARIANA
 DO9737'BOULEVARD.  TURN LEFT ON LAKE ARIANA BOULEVARD AND GO NORTHEAST FOR
 DO9737'0.4 MI (0.6 KM) TO THE JUNCTION OF TEMPLE STREET ON THE LEFT.  TURN
 DO9737'LEFT ON TEMPLE STREET AND GO NORTH FOR 0.05 MI (0.1 KM) TO THE
 DO9737'INTERSECTION OF KIRKLAND LAKE DRIVE ON THE RIGHT AND CRESTVIEW DRIVE
 DO9737'ON THE LEFT.  TURN RIGHT ON KIRKLAND LAKE DRIVE AND GO NORTH THEN WEST
 DO9737'FOR 0.6 MI (1.0 KM) TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A
 DO9737'CONCRETE HEADWALL LEVEL KIRKLAND LAKE DRIVE.
 DO9737'
 DO9737'LOCATED 375.0 FT (114.3 M) WEST-SOUTHWEST OF SURVEY MARK 17657 A,
 DO9737'140.0 FT (42.7 M) NORTH-NORTHEAST OF A STAFF GAUGE IN THE CENTER OF
 DO9737'THE CANAL, 85.5 FT (26.1 M) EAST OF THE FIRE HYDRANT, 22.0 FT (6.7 M)
 DO9737'SOUTH OF THE APPROXIMATE CENTERLINE OF KIRKLAND LAKE DRIVE, 4.2 FT
 DO9737'(1.3 M) WEST OF THE EAST END OF THE HEADWALL AND 0.2 FT (6 CM) NORTH
 DO9737'OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9738 ***********************************************************************
 DO9738  DESIGNATION -  17658 A
 DO9738  PID         -  DO9738
 DO9738  STATE/COUNTY-  FL/POLK
 DO9738  COUNTRY     -  US
 DO9738  USGS QUAD   -  AUBURNDALE (2018)
 DO9738
 DO9738                         *CURRENT SURVEY CONTROL
 DO9738  ______________________________________________________________________
 DO9738* NAD 83(1986) POSITION- 28 05 40.4    (N) 081 48 05.8    (W)   HD_HELD2
 DO9738* NAVD 88 ORTHO HEIGHT -    43.980 (meters)      144.29  (feet) ADJUSTED
 DO9738  ______________________________________________________________________
 DO9738  GEOID HEIGHT    -        -26.726 (meters)                     GEOID18
 DO9738  DYNAMIC HEIGHT  -         43.914 (meters)      144.07  (feet) COMP
 DO9738  MODELED GRAVITY -    979,151.8   (mgal)                       NAVD 88
 DO9738
 DO9738  VERT ORDER      -  SECOND    CLASS I
 DO9738
 DO9738.The horizontal coordinates were established by autonomous hand held GPS
 DO9738.observations and have an estimated accuracy of +/- 10 meters.
 DO9738
 DO9738.The orthometric height was determined by differential leveling and
 DO9738.adjusted by the NATIONAL GEODETIC SURVEY
 DO9738.in January 2014.
 DO9738
 DO9738.No vertical observational check was made to the station.
 DO9738
 DO9738.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9738.GEOID18 height accuracy estimate available here.
 DO9738
 DO9738.Click photographs - Photos may exist for this station.
 DO9738
 DO9738.The dynamic height is computed by dividing the NAVD 88
 DO9738.geopotential number by the normal gravity value computed on the
 DO9738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9738.degrees latitude (g = 980.6199 gals.).
 DO9738
 DO9738.The modeled gravity was interpolated from observed gravity values.
 DO9738
 DO9738;                    North         East    Units  Estimated Accuracy
 DO9738;SPC FL W     -   416,703.      219,496.      MT  (+/- 10 meters HH2 GPS)
 DO9738
 DO9738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2125107936(NAD 83)
 DO9738
 DO9738                          SUPERSEDED SURVEY CONTROL
 DO9738
 DO9738.No superseded survey control is available for this station.
 DO9738
 DO9738_MARKER: DD = SURVEY DISK
 DO9738_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9738_STAMPING: 17658 A 2013
 DO9738_MARK LOGO: SFLWMD
 DO9738_PROJECTION: RECESSED 5 CENTIMETERS
 DO9738_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9738+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2013
 DO9738_ROD/PIPE-DEPTH: 8.3 meters
 DO9738
 DO9738  HISTORY     - Date     Condition        Report By
 DO9738  HISTORY     - 20130109 MONUMENTED       FLDEP
 DO9738
 DO9738                          STATION DESCRIPTION
 DO9738
 DO9738'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9738'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTHWEST OF WINTER HAVEN, 6.2 MI
 DO9738'(10.0 KM) SOUTH-SOUTHEAST OF POLK CITY, 2.2 MI (3.5 KM)
 DO9738'NORTH-NORTHWEST OF AUBURNDALE, IN SECTION 34, TOWNSHIP 27 SOUTH, RANGE
 DO9738'25 EAST.
 DO9738'
 DO9738'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9738'ROAD 570 (POLK PARKWAY-TOLL ROAD) IN AUBURNDALE, GO EAST ON U.S.
 DO9738'HIGHWAY 92 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF BERKLEY ROAD
 DO9738'(COUNTY ROAD 655) ON THE LEFT AND NEPTUNE ROAD ON THE RIGHT.  TURN
 DO9738'LEFT ON BERKLEY ROAD (COUNTY ROAD 655) AND GO NORTH FOR 1.8 MI (2.9
 DO9738'KM) TO THE INTERSECTION OF DENTON AVENUE.  TURN RIGHT ON DENTON AVENUE
 DO9738'AND GO EAST FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION OF LAKE ARIANA
 DO9738'BOULEVARD.  TURN LEFT ON LAKE ARIANA BOULEVARD AND GO NORTHEAST FOR
 DO9738'0.7 MI (1.1 KM) TO THE JUNCTION OF AN UNNAMED ROAD LEADING TO ARIANA
 DO9738'SHORES MOBILE HOME PARK ON THE LEFT.  TURN LEFT ON THE UNNAMED ROAD
 DO9738'AND GO NORTH FOR 0.05 MI (0.1 KM) TO THE T-JUNCTION OF PARADISE LANE
 DO9738'ON THE LEFT AND HOLIDAY LANE ON THE RIGHT.  TURN RIGHT ON HOLIDAY LANE
 DO9738'AND GO EAST THEN NORTH FOR 0.35 MI (0.6 KM) TO U.S. MAIL ADDRESS 172
 DO9738'HOLIDAY LANE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DO9738'DRIVEN TO REFUSAL AT A DEPTH OF 27.3 FT (8.3 M) WITH AN ALUMINUM DISK
 DO9738'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DO9738'LEVEL OF THE GROUND AND LEVEL WITH HOLIDAY LANE.
 DO9738'
 DO9738'LOCATED 93.3 FT (28.4 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DO9738'BOAT RAMP, 83.0 FT (25.3 M) EAST OF SURVEY MARK 17658 B, 10.4 FT (3.2
 DO9738'M) SOUTH OF THE NORTHEAST CORNER OF THE SEAWALL ON LAKE ARIETTA, 1.2
 DO9738'FT (0.4 M) WEST OF A 6.0 FT (1.8 M) TALL CHAIN LINK FENCE AND 1.0 FT
 DO9738'(0.3 M) WEST OF A CARSONITE WITNESS POST.
 DO9738'
 DO9738'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9738'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9739 ***********************************************************************
 DO9739  DESIGNATION -  17658 B
 DO9739  PID         -  DO9739
 DO9739  STATE/COUNTY-  FL/POLK
 DO9739  COUNTRY     -  US
 DO9739  USGS QUAD   -  AUBURNDALE (2018)
 DO9739
 DO9739                         *CURRENT SURVEY CONTROL
 DO9739  ______________________________________________________________________
 DO9739* NAD 83(1986) POSITION- 28 05 40.2    (N) 081 48 06.7    (W)   HD_HELD2
 DO9739* NAVD 88 ORTHO HEIGHT -    43.883 (meters)      143.97  (feet) ADJUSTED
 DO9739  ______________________________________________________________________
 DO9739  GEOID HEIGHT    -        -26.725 (meters)                     GEOID18
 DO9739  DYNAMIC HEIGHT  -         43.817 (meters)      143.76  (feet) COMP
 DO9739  MODELED GRAVITY -    979,151.9   (mgal)                       NAVD 88
 DO9739
 DO9739  VERT ORDER      -  SECOND    CLASS I
 DO9739
 DO9739.The horizontal coordinates were established by autonomous hand held GPS
 DO9739.observations and have an estimated accuracy of +/- 10 meters.
 DO9739
 DO9739.The orthometric height was determined by differential leveling and
 DO9739.adjusted by the NATIONAL GEODETIC SURVEY
 DO9739.in January 2014.
 DO9739
 DO9739.No vertical observational check was made to the station.
 DO9739
 DO9739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9739.GEOID18 height accuracy estimate available here.
 DO9739
 DO9739.Click photographs - Photos may exist for this station.
 DO9739
 DO9739.The dynamic height is computed by dividing the NAVD 88
 DO9739.geopotential number by the normal gravity value computed on the
 DO9739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9739.degrees latitude (g = 980.6199 gals.).
 DO9739
 DO9739.The modeled gravity was interpolated from observed gravity values.
 DO9739
 DO9739;                    North         East    Units  Estimated Accuracy
 DO9739;SPC FL W     -   416,697.      219,471.      MT  (+/- 10 meters HH2 GPS)
 DO9739
 DO9739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2122607930(NAD 83)
 DO9739
 DO9739                          SUPERSEDED SURVEY CONTROL
 DO9739
 DO9739.No superseded survey control is available for this station.
 DO9739
 DO9739_MARKER: DD = SURVEY DISK
 DO9739_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9739_STAMPING: 17658 B 2013
 DO9739_MARK LOGO: SFLWMD
 DO9739_PROJECTION: RECESSED 5 CENTIMETERS
 DO9739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9739+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2013
 DO9739_ROD/PIPE-DEPTH: 15.4 meters
 DO9739
 DO9739  HISTORY     - Date     Condition        Report By
 DO9739  HISTORY     - 20130109 MONUMENTED       FLDEP
 DO9739
 DO9739                          STATION DESCRIPTION
 DO9739
 DO9739'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9739'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTHWEST OF WINTER HAVEN, 6.2 MI
 DO9739'(10.0 KM) SOUTH-SOUTHEAST OF POLK CITY, 2.2 MI (3.5 KM)
 DO9739'NORTH-NORTHWEST OF AUBURNDALE, IN SECTION 34, TOWNSHIP 27 SOUTH, RANGE
 DO9739'25 EAST.
 DO9739'
 DO9739'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9739'ROAD 570 (POLK PARKWAY-TOLL ROAD) IN AUBURNDALE, GO EAST ON U.S.
 DO9739'HIGHWAY 92 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF BERKLEY ROAD
 DO9739'(COUNTY ROAD 655) ON THE LEFT AND NEPTUNE ROAD ON THE RIGHT.  TURN
 DO9739'LEFT ON BERKLEY ROAD (COUNTY ROAD 655) AND GO NORTH FOR 1.8 MI (2.9
 DO9739'KM) TO THE INTERSECTION OF DENTON AVENUE.  TURN RIGHT ON DENTON AVENUE
 DO9739'AND GO EAST FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION OF LAKE ARIANA
 DO9739'BOULEVARD.  TURN LEFT ON LAKE ARIANA BOULEVARD AND GO NORTHEAST FOR
 DO9739'0.7 MI (1.1 KM) TO THE JUNCTION OF AN UNNAMED ROAD LEADING TO ARIANA
 DO9739'SHORES MOBILE HOME PARK ON THE LEFT.  TURN LEFT ON THE UNNAMED ROAD
 DO9739'AND GO NORTH FOR 0.05 MI (0.1 KM) TO THE T-JUNCTION OF PARADISE LANE
 DO9739'ON THE LEFT AND HOLIDAY LANE ON THE RIGHT.  TURN RIGHT ON HOLIDAY LANE
 DO9739'AND GO EAST THEN NORTH FOR 0.35 MI (0.6 KM) TO U.S. MAIL ADDRESS 172
 DO9739'HOLIDAY LANE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DO9739'DRIVEN TO REFUSAL AT A DEPTH OF 50.5 FT (15.4 M) WITH AN ALUMINUM DISK
 DO9739'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DO9739'LEVEL OF THE GROUND AND LEVEL WITH HOLIDAY LANE.
 DO9739'
 DO9739'LOCATED 83.0 FT (25.3 M) WEST OF SURVEY MARK 17658 A, 69.6 FT (21.2 M)
 DO9739'NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY TO U.S.
 DO9739'MAIL ADDRESS 172 HOLIDAY LANE, 10.8 FT (3.3 M) EAST OF THE APPROXIMATE
 DO9739'CENTERLINE OF THE BOAT RAMP, 3.2 FT (1.0 M) SOUTHEAST OF THE NORTHWEST
 DO9739'CORNER OF THE SEAWALL ON LAKE ARIETTA AND 1.5 FT (0.5 M) SOUTH OF A
 DO9739'CARSONITE WITNESS POST.
 DO9739'
 DO9739'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9739'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9722 ***********************************************************************
 DO9722  DESIGNATION -  17661 A
 DO9722  PID         -  DO9722
 DO9722  STATE/COUNTY-  FL/POLK
 DO9722  COUNTRY     -  US
 DO9722  USGS QUAD   -  AUBURNDALE (2018)
 DO9722
 DO9722                         *CURRENT SURVEY CONTROL
 DO9722  ______________________________________________________________________
 DO9722* NAD 83(1986) POSITION- 28 06 41.3    (N) 081 46 59.1    (W)   HD_HELD2
 DO9722* NAVD 88 ORTHO HEIGHT -    41.799 (meters)      137.14  (feet) ADJUSTED
 DO9722  ______________________________________________________________________
 DO9722  GEOID HEIGHT    -        -26.818 (meters)                     GEOID18
 DO9722  DYNAMIC HEIGHT  -         41.736 (meters)      136.93  (feet) COMP
 DO9722  MODELED GRAVITY -    979,150.8   (mgal)                       NAVD 88
 DO9722
 DO9722  VERT ORDER      -  SECOND    CLASS I
 DO9722
 DO9722.The horizontal coordinates were established by autonomous hand held GPS
 DO9722.observations and have an estimated accuracy of +/- 10 meters.
 DO9722
 DO9722.The orthometric height was determined by differential leveling and
 DO9722.adjusted by the NATIONAL GEODETIC SURVEY
 DO9722.in January 2014.
 DO9722
 DO9722.No vertical observational check was made to the station.
 DO9722
 DO9722.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9722.GEOID18 height accuracy estimate available here.
 DO9722
 DO9722.Click photographs - Photos may exist for this station.
 DO9722
 DO9722.The dynamic height is computed by dividing the NAVD 88
 DO9722.geopotential number by the normal gravity value computed on the
 DO9722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9722.degrees latitude (g = 980.6199 gals.).
 DO9722
 DO9722.The modeled gravity was interpolated from observed gravity values.
 DO9722
 DO9722;                    North         East    Units  Estimated Accuracy
 DO9722;SPC FL W     -   418,581.      221,313.      MT  (+/- 10 meters HH2 GPS)
 DO9722
 DO9722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2308309798(NAD 83)
 DO9722
 DO9722                          SUPERSEDED SURVEY CONTROL
 DO9722
 DO9722.No superseded survey control is available for this station.
 DO9722
 DO9722_MARKER: DD = SURVEY DISK
 DO9722_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9722_STAMPING: 17661 A 2012
 DO9722_MARK LOGO: SFLWMD
 DO9722_PROJECTION: RECESSED 5 CENTIMETERS
 DO9722_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DO9722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9722+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2012
 DO9722_ROD/PIPE-DEPTH: 4.1 meters
 DO9722
 DO9722  HISTORY     - Date     Condition        Report By
 DO9722  HISTORY     - 20121219 MONUMENTED       FLDEP
 DO9722
 DO9722                          STATION DESCRIPTION
 DO9722
 DO9722'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9722'THE MARK IS ABOUT 6.9 MI (11.1 KM) NORTH-NORTHWEST OF WINTER HAVEN,
 DO9722'5.5 MI (8.8 KM) SOUTH-SOUTHEAST OF POLK CITY, 3.2 MI (5.1 KM) NORTH OF
 DO9722'AUBURNDALE, IN SECTION 26, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9722'
 DO9722'TO REACH THE MARK FROM THE INTERSECTION OF U.S. STATE ROAD 559 AND THE
 DO9722'INTERSTATE 4 OVERPASS IN AUBURNDALE, GO SOUTH ON STATE ROAD 559 FOR
 DO9722'3.6 MI (5.8 KM) TO THE INTERSECTION OF GAPWAY ROAD ON THE RIGHT AND
 DO9722'LAKE VAN ROAD ON THE LEFT.  TURN LEFT ON LAKE VAN ROAD AND GO EAST FOR
 DO9722'0.35 MI (0.6 KM) TO THE JUNCTION OF VAN LAKES BOULEVARD (THE ENTRANCE
 DO9722'TO VAN LAKES SUBDIVISION) ON THE LEFT.  TURN LEFT ON VAN LAKES
 DO9722'BOULEVARD AND GO NORTH FOR 0.1 MI (0.2 KM) TO U.S. MAIL ADDRESS 210
 DO9722'VAN LAKES BOULEVARD ON THE LEFT AND THE MARK, AN ALUMINUM ROD DRIVEN
 DO9722'TO REFUSAL AT A DEPTH OF 13.4 FT (4.1 M) WITH ALUMINUM DISK ENCASED IN
 DO9722'A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO9722'THE GROUND AND 0.6 FT (18 CM) BELOW THE LEVEL OF VAN LAKES BOULEVARD.
 DO9722'
 DO9722'LOCATED 190.5 FT (58.1 M) WEST OF THE APPROXIMATE CENTERLINE OF VAN
 DO9722'LAKES BOULEVARD, 86.6 FT (26.4 M) NORTHWEST OF THE NORTHWEST CORNER OF
 DO9722'THE HOUSE, 33.2 FT (10.1 M) SOUTH OF SURVEY MARK 17661 B, 16.6 FT (5.1
 DO9722'M) NORTH-NORTHEAST OF A 12-INCH (30 CM) PALM TREE AND 2.3 FT (0.7 M)
 DO9722'NORTHEAST OF A CARSONITE WITNESS POST.
 DO9722'
 DO9722'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9722'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9723 ***********************************************************************
 DO9723  DESIGNATION -  17661 B
 DO9723  PID         -  DO9723
 DO9723  STATE/COUNTY-  FL/POLK
 DO9723  COUNTRY     -  US
 DO9723  USGS QUAD   -  AUBURNDALE (2018)
 DO9723
 DO9723                         *CURRENT SURVEY CONTROL
 DO9723  ______________________________________________________________________
 DO9723* NAD 83(1986) POSITION- 28 06 41.8    (N) 081 46 58.9    (W)   HD_HELD2
 DO9723* NAVD 88 ORTHO HEIGHT -    41.807 (meters)      137.16  (feet) ADJUSTED
 DO9723  ______________________________________________________________________
 DO9723  GEOID HEIGHT    -        -26.818 (meters)                     GEOID18
 DO9723  DYNAMIC HEIGHT  -         41.745 (meters)      136.96  (feet) COMP
 DO9723  MODELED GRAVITY -    979,150.8   (mgal)                       NAVD 88
 DO9723
 DO9723  VERT ORDER      -  SECOND    CLASS I
 DO9723
 DO9723.The horizontal coordinates were established by autonomous hand held GPS
 DO9723.observations and have an estimated accuracy of +/- 10 meters.
 DO9723
 DO9723.The orthometric height was determined by differential leveling and
 DO9723.adjusted by the NATIONAL GEODETIC SURVEY
 DO9723.in January 2014.
 DO9723
 DO9723.No vertical observational check was made to the station.
 DO9723
 DO9723.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9723.GEOID18 height accuracy estimate available here.
 DO9723
 DO9723.Click photographs - Photos may exist for this station.
 DO9723
 DO9723.The dynamic height is computed by dividing the NAVD 88
 DO9723.geopotential number by the normal gravity value computed on the
 DO9723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9723.degrees latitude (g = 980.6199 gals.).
 DO9723
 DO9723.The modeled gravity was interpolated from observed gravity values.
 DO9723
 DO9723;                    North         East    Units  Estimated Accuracy
 DO9723;SPC FL W     -   418,596.      221,319.      MT  (+/- 10 meters HH2 GPS)
 DO9723
 DO9723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2308809813(NAD 83)
 DO9723
 DO9723                          SUPERSEDED SURVEY CONTROL
 DO9723
 DO9723.No superseded survey control is available for this station.
 DO9723
 DO9723_MARKER: DD = SURVEY DISK
 DO9723_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9723_STAMPING: 17661 B 2012
 DO9723_MARK LOGO: SFLWMD
 DO9723_PROJECTION: RECESSED 5 CENTIMETERS
 DO9723_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DO9723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9723+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2012
 DO9723_ROD/PIPE-DEPTH: 3.7 meters
 DO9723
 DO9723  HISTORY     - Date     Condition        Report By
 DO9723  HISTORY     - 20121219 MONUMENTED       FLDEP
 DO9723
 DO9723                          STATION DESCRIPTION
 DO9723
 DO9723'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9723'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTH-NORTHWEST OF WINTER HAVEN,
 DO9723'4.6 MI (7.4 KM) NORTH OF AUBURNDALE, 3.9 MI (6.3 KM) SOUTH-SOUTHEAST
 DO9723'OF POLK CITY, IN SECTION 26, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9723'
 DO9723'TO REACH THE MARK FROM THE INTERSECTION OF U.S. STATE ROAD 559 AND THE
 DO9723'INTERSTATE 4 OVERPASS IN AUBURNDALE, GO SOUTH ON STATE ROAD 559 FOR
 DO9723'3.6 MI (5.8 KM) TO THE INTERSECTION OF GAPWAY ROAD ON THE RIGHT AND
 DO9723'LAKE VAN ROAD ON THE LEFT.  TURN LEFT ON LAKE VAN ROAD AND GO EAST FOR
 DO9723'0.35 MI (0.6 KM) TO THE JUNCTION OF VAN LAKES BOULEVARD (THE ENTRANCE
 DO9723'TO VAN LAKES SUBDIVISION) ON THE LEFT.  TURN LEFT ON VAN LAKES
 DO9723'BOULEVARD AND GO NORTH FOR 0.1 MI (0.2 KM) TO U.S. MAIL ADDRESS 210
 DO9723'VAN LAKES BOULEVARD ON THE LEFT AND THE MARK, AN ALUMINUM ROD DRIVEN
 DO9723'TO REFUSAL AT A DEPTH OF 12.0 FT (3.7 M) WITH ALUMINUM DISK ENCASED IN
 DO9723'A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO9723'THE GROUND AND 0.6 FT (18 CM) BELOW THE LEVEL WITH VAN LAKES
 DO9723'BOULEVARD.
 DO9723'
 DO9723'LOCATED 190.5 FT (58.1 M) WEST OF THE APPROXIMATE CENTERLINE OF VAN
 DO9723'LAKES BOULEVARD, 179.2 FT (54.6 M) WEST-NORTHWEST OF THE NORTHWEST
 DO9723'CORNER OF A HOUSE, 33.2 FT (10.1 M) NORTH OF SURVEY MARK 17661 A, 20.4
 DO9723'FT (6.2 M) SOUTH OF AN 18-INCH (46 CM) OAK TREE, 18.0 FT (5.5 M)
 DO9723'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE DRAINAGE DITCH AND 1.6
 DO9723'FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
 DO9723'
 DO9723'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9723'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9724 ***********************************************************************
 DO9724  DESIGNATION -  17662
 DO9724  PID         -  DO9724
 DO9724  STATE/COUNTY-  FL/POLK
 DO9724  COUNTRY     -  US
 DO9724  USGS QUAD   -  AUBURNDALE (2018)
 DO9724
 DO9724                         *CURRENT SURVEY CONTROL
 DO9724  ______________________________________________________________________
 DO9724* NAD 83(1986) POSITION- 28 06 26.1    (N) 081 46 46.6    (W)   HD_HELD2
 DO9724* NAVD 88 ORTHO HEIGHT -    40.873 (meters)      134.10  (feet) ADJUSTED
 DO9724  ______________________________________________________________________
 DO9724  GEOID HEIGHT    -        -26.812 (meters)                     GEOID18
 DO9724  DYNAMIC HEIGHT  -         40.812 (meters)      133.90  (feet) COMP
 DO9724  MODELED GRAVITY -    979,150.7   (mgal)                       NAVD 88
 DO9724
 DO9724  VERT ORDER      -  SECOND    CLASS I
 DO9724
 DO9724.The horizontal coordinates were established by autonomous hand held GPS
 DO9724.observations and have an estimated accuracy of +/- 10 meters.
 DO9724
 DO9724.The orthometric height was determined by differential leveling and
 DO9724.adjusted by the NATIONAL GEODETIC SURVEY
 DO9724.in January 2014.
 DO9724
 DO9724.No vertical observational check was made to the station.
 DO9724
 DO9724.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9724.GEOID18 height accuracy estimate available here.
 DO9724
 DO9724.Click photographs - Photos may exist for this station.
 DO9724
 DO9724.The dynamic height is computed by dividing the NAVD 88
 DO9724.geopotential number by the normal gravity value computed on the
 DO9724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9724.degrees latitude (g = 980.6199 gals.).
 DO9724
 DO9724.The modeled gravity was interpolated from observed gravity values.
 DO9724
 DO9724;                    North         East    Units  Estimated Accuracy
 DO9724;SPC FL W     -   418,113.      221,655.      MT  (+/- 10 meters HH2 GPS)
 DO9724
 DO9724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2342109328(NAD 83)
 DO9724
 DO9724                          SUPERSEDED SURVEY CONTROL
 DO9724
 DO9724.No superseded survey control is available for this station.
 DO9724
 DO9724_MARKER: DD = SURVEY DISK
 DO9724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9724_STAMPING: SID 17662 2009
 DO9724_MARK LOGO: SFLWMD
 DO9724_PROJECTION: RECESSED 5 CENTIMETERS
 DO9724_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9724+STABILITY: SURFACE MOTION
 DO9724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9724+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2012
 DO9724
 DO9724  HISTORY     - Date     Condition        Report By
 DO9724  HISTORY     - 20090511 MONUMENTED       SFLWMD
 DO9724  HISTORY     - 20121219 GOOD             FLDEP
 DO9724
 DO9724                          STATION DESCRIPTION
 DO9724
 DO9724'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9724'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTH-NORTHWEST OF WINTER HAVEN,
 DO9724'5.8 MI (9.3 KM) SOUTH-SOUTHEAST OF POLK CITY, 3.0 MI (4.8 KM) NORTH OF
 DO9724'AUBURNDALE, IN SECTION 26, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9724'
 DO9724'TO REACH THE MARK FROM THE INTERSECTION OF U.S. STATE ROAD 559 AND THE
 DO9724'INTERSTATE 4 OVERPASS IN AUBURNDALE, GO SOUTH ON STATE ROAD 559 FOR
 DO9724'3.6 MI (5.8 KM) TO THE INTERSECTION OF GAPWAY ROAD ON THE RIGHT AND
 DO9724'LAKE VAN ROAD ON THE LEFT.  TURN LEFT ON LAKE VAN ROAD AND GO EAST
 DO9724'THEN SOUTH FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF JEANS ROAD ON THE
 DO9724'RIGHT.  CONTINUE SOUTH ON LAKE VAN ROAD FOR 0.05 MI (0.1 KM) TO 449
 DO9724'LAKE VAN ROAD AND THE ENTRANCE TO A MOBILE HOME SUBDIVISION.  CONTINUE
 DO9724'EAST ON LAKE VAN ROAD FOR 0.1 MI (0.2 KM) TO THE BOAT RAMP, MOBILE
 DO9724'HOME NUMBER 14 ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF
 DO9724'A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO9724'THE GROUND 0.6 FT (18 CM) BELOW THE LEVEL OF LAKE VAN ROAD.
 DO9724'
 DO9724'LOCATED 57.7 FT (17.6 M) WEST OF THE STAFF GAUGE, 28.6 FT (8.7 M)
 DO9724'SOUTHWEST OF SURVEY MARK 17662 A, 13.7 FT (4.2 M) NORTHEAST OF THE
 DO9724'APPROXIMATE CENTERLINE OF THE CONCRETE BOAT RAMP, 4.2 FT (1.3 M)
 DO9724'NORTH-NORTHEAST OF POWER POLE NUMBER 341946 AND 3.8 FT (1.2 M)
 DO9724'NORTHEAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9725 ***********************************************************************
 DO9725  DESIGNATION -  17662 A
 DO9725  PID         -  DO9725
 DO9725  STATE/COUNTY-  FL/POLK
 DO9725  COUNTRY     -  US
 DO9725  USGS QUAD   -  AUBURNDALE (2018)
 DO9725
 DO9725                         *CURRENT SURVEY CONTROL
 DO9725  ______________________________________________________________________
 DO9725* NAD 83(1986) POSITION- 28 06 25.9    (N) 081 46 46.8    (W)   HD_HELD2
 DO9725* NAVD 88 ORTHO HEIGHT -    40.920 (meters)      134.25  (feet) ADJUSTED
 DO9725  ______________________________________________________________________
 DO9725  GEOID HEIGHT    -        -26.812 (meters)                     GEOID18
 DO9725  DYNAMIC HEIGHT  -         40.859 (meters)      134.05  (feet) COMP
 DO9725  MODELED GRAVITY -    979,150.7   (mgal)                       NAVD 88
 DO9725
 DO9725  VERT ORDER      -  SECOND    CLASS I
 DO9725
 DO9725.The horizontal coordinates were established by autonomous hand held GPS
 DO9725.observations and have an estimated accuracy of +/- 10 meters.
 DO9725
 DO9725.The orthometric height was determined by differential leveling and
 DO9725.adjusted by the NATIONAL GEODETIC SURVEY
 DO9725.in January 2014.
 DO9725
 DO9725.No vertical observational check was made to the station.
 DO9725
 DO9725.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9725.GEOID18 height accuracy estimate available here.
 DO9725
 DO9725.Click photographs - Photos may exist for this station.
 DO9725
 DO9725.The dynamic height is computed by dividing the NAVD 88
 DO9725.geopotential number by the normal gravity value computed on the
 DO9725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9725.degrees latitude (g = 980.6199 gals.).
 DO9725
 DO9725.The modeled gravity was interpolated from observed gravity values.
 DO9725
 DO9725;                    North         East    Units  Estimated Accuracy
 DO9725;SPC FL W     -   418,107.      221,650.      MT  (+/- 10 meters HH2 GPS)
 DO9725
 DO9725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2341509322(NAD 83)
 DO9725
 DO9725                          SUPERSEDED SURVEY CONTROL
 DO9725
 DO9725.No superseded survey control is available for this station.
 DO9725
 DO9725_MARKER: DD = SURVEY DISK
 DO9725_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9725_STAMPING: 17662 A 2012
 DO9725_MARK LOGO: SFLWMD
 DO9725_PROJECTION: RECESSED 5 CENTIMETERS
 DO9725_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DO9725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9725+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2012
 DO9725_ROD/PIPE-DEPTH: 4.9 meters
 DO9725
 DO9725  HISTORY     - Date     Condition        Report By
 DO9725  HISTORY     - 20121219 MONUMENTED       FLDEP
 DO9725
 DO9725                          STATION DESCRIPTION
 DO9725
 DO9725'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9725'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTH-NORTHWEST OF WINTER HAVEN,
 DO9725'5.8 MI (9.3 KM) SOUTH-SOUTHEAST OF POLK CITY, 3.0 MI (4.8 KM) NORTH OF
 DO9725'AUBURNDALE, IN SECTION 26, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9725'
 DO9725'TO REACH THE MARK FROM THE INTERSECTION OF U.S. STATE ROAD 559 AND THE
 DO9725'INTERSTATE 4 OVERPASS IN AUBURNDALE, GO SOUTH ON STATE ROAD 559 FOR
 DO9725'3.6 MI (5.8 KM) TO THE INTERSECTION OF GAPWAY ROAD ON THE RIGHT AND
 DO9725'LAKE VAN ROAD ON THE LEFT.  TURN LEFT ON LAKE VAN ROAD AND GO EAST
 DO9725'THEN SOUTH FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF JEANS ROAD ON THE
 DO9725'RIGHT.  CONTINUE SOUTH ON LAKE VAN ROAD FOR 0.05 MI (0.1 KM) TO 449
 DO9725'LAKE VAN ROAD AND THE ENTRANCE TO A MOBILE HOME SUBDIVISION.  CONTINUE
 DO9725'EAST ON LAKE VAN ROAD FOR 0.1 MI (0.2 KM) TO THE BOAT RAMP, MOBILE
 DO9725'HOME NUMBER 14 ON THE LEFT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DO9725'DRIVEN TO REFUSAL AT A DEPTH OF 16.0 FT (4.9 M) WITH AN ALUMINUM DISK
 DO9725'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DO9725'LEVEL OF THE GROUND AND 0.6 FT (18 CM) BELOW THE LEVEL OF LAKE VAN
 DO9725'ROAD.
 DO9725'
 DO9725'LOCATED 83.0 FT (25.3 M) WEST-SOUTHWEST OF THE STAFF GAUGE, 28.6 FT
 DO9725'(8.7 M) SOUTHWEST OF SURVEY MARK SID 17662, 11.7 FT (3.6 M)
 DO9725'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE CONCRETE BOAT
 DO9725'LANDING, 2.5 FT (0.8 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE
 DO9725'CONCRETE SLAB AND 1.7 FT (0.5 M) NORTHEAST OF A CARSONITE WITNESS
 DO9725'POST.
 DO9725'
 DO9725'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9725'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9718 ***********************************************************************
 DO9718  DESIGNATION -  17663 A
 DO9718  PID         -  DO9718
 DO9718  STATE/COUNTY-  FL/POLK
 DO9718  COUNTRY     -  US
 DO9718  USGS QUAD   -  POLK CITY (2018)
 DO9718
 DO9718                         *CURRENT SURVEY CONTROL
 DO9718  ______________________________________________________________________
 DO9718* NAD 83(1986) POSITION- 28 08 13.0    (N) 081 47 11.9    (W)   HD_HELD2
 DO9718* NAVD 88 ORTHO HEIGHT -    40.389 (meters)      132.51  (feet) ADJUSTED
 DO9718  ______________________________________________________________________
 DO9718  GEOID HEIGHT    -        -26.885 (meters)                     GEOID18
 DO9718  DYNAMIC HEIGHT  -         40.329 (meters)      132.31  (feet) COMP
 DO9718  MODELED GRAVITY -    979,151.0   (mgal)                       NAVD 88
 DO9718
 DO9718  VERT ORDER      -  SECOND    CLASS I
 DO9718
 DO9718.The horizontal coordinates were established by autonomous hand held GPS
 DO9718.observations and have an estimated accuracy of +/- 10 meters.
 DO9718
 DO9718.The orthometric height was determined by differential leveling and
 DO9718.adjusted by the NATIONAL GEODETIC SURVEY
 DO9718.in January 2014.
 DO9718
 DO9718.No vertical observational check was made to the station.
 DO9718
 DO9718.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9718.GEOID18 height accuracy estimate available here.
 DO9718
 DO9718.Click photographs - Photos may exist for this station.
 DO9718
 DO9718.The dynamic height is computed by dividing the NAVD 88
 DO9718.geopotential number by the normal gravity value computed on the
 DO9718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9718.degrees latitude (g = 980.6199 gals.).
 DO9718
 DO9718.The modeled gravity was interpolated from observed gravity values.
 DO9718
 DO9718;                    North         East    Units  Estimated Accuracy
 DO9718;SPC FL W     -   421,403.      220,959.      MT  (+/- 10 meters HH2 GPS)
 DO9718
 DO9718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2275212622(NAD 83)
 DO9718
 DO9718                          SUPERSEDED SURVEY CONTROL
 DO9718
 DO9718.No superseded survey control is available for this station.
 DO9718
 DO9718_MARKER: DD = SURVEY DISK
 DO9718_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9718_STAMPING: 17663 A 2012
 DO9718_MARK LOGO: SFLWMD
 DO9718_PROJECTION: RECESSED 3 CENTIMETERS
 DO9718_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9718+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2012
 DO9718_ROD/PIPE-DEPTH: 5.6 meters
 DO9718
 DO9718  HISTORY     - Date     Condition        Report By
 DO9718  HISTORY     - 20121219 MONUMENTED       FLDEP
 DO9718
 DO9718                          STATION DESCRIPTION
 DO9718
 DO9718'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9718'THE MARK IS ABOUT 8.6 MI (13.8 KM) NORTH-NORTHWEST OF WINTER HAVEN,
 DO9718'5.0 MI (8.0 KM) NORTH OF AUBURNDALE, 3.9 MI (6.3 KM) SOUTHEAST OF POLK
 DO9718'CITY, IN SECTION 14, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9718'
 DO9718'TO REACH THE MARK FROM THE INTERSECTION OF U.S. STATE ROAD 559 AND THE
 DO9718'INTERSTATE 4 OVERPASS IN AUBURNDALE, GO SOUTH ON STATE ROAD 559 FOR
 DO9718'2.4 MI (3.9 KM) TO THE JUNCTION OF CONE ROAD ON THE LEFT.  TURN LEFT
 DO9718'ON CONE ROAD AND GO NORTH THEN EAST FOR 0.7 MI (1.1 KM) TO A SHARP
 DO9718'CURVE LEFT, BEAR LEFT AND GO NORTH FOR 0.05 MI (0.1 KM) TO A DIRT
 DO9718'DRIVEWAY AT 570 CONE ROAD, LEADING TO A BOAT RAMP AT LAKE MATTIE.
 DO9718'TURN RIGHT ON THE DRIVEWAY AND GO NORTHEAST FOR ABOUT 200.0 FT (61.0
 DO9718'M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO9718'DEPTH OF 18.4 FT (5.6 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10
 DO9718'CM) PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND
 DO9718'0.6 FT (18 CM) BELOW THE LEVEL OF THE DRIVEWAY AT MAIL ADDRESS 570
 DO9718'CONE ROAD.
 DO9718'
 DO9718'LOCATED 119.0 FT (36.3 M) WEST OF A STAFF GAUGE, 49.5 FT (15.1 M)
 DO9718'WEST-SOUTHWEST OF SURVEY MARK 17663 B, 26.8 FT (8.2 M) NORTHWEST OF
 DO9718'THE SOUTHWEST END OF THE BLOCK WALL, 34.7 FT (10.6 M) NORTH-NORTHWEST
 DO9718'OF POWER POLE NUMBER 308874, 16.3 FT (5.0 M) NORTHWEST OF THE
 DO9718'APPROXIMATE CENTERLINE OF THE GRAVEL BOAT LANDING ROAD AND 1.7 FT (0.5
 DO9718'M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9718'
 DO9718'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9718'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9719 ***********************************************************************
 DO9719  DESIGNATION -  17663 B
 DO9719  PID         -  DO9719
 DO9719  STATE/COUNTY-  FL/POLK
 DO9719  COUNTRY     -  US
 DO9719  USGS QUAD   -  POLK CITY (2018)
 DO9719
 DO9719                         *CURRENT SURVEY CONTROL
 DO9719  ______________________________________________________________________
 DO9719* NAD 83(1986) POSITION- 28 08 13.3    (N) 081 47 11.5    (W)   HD_HELD2
 DO9719* NAVD 88 ORTHO HEIGHT -    39.972 (meters)      131.14  (feet) ADJUSTED
 DO9719  ______________________________________________________________________
 DO9719  GEOID HEIGHT    -        -26.885 (meters)                     GEOID18
 DO9719  DYNAMIC HEIGHT  -         39.912 (meters)      130.94  (feet) COMP
 DO9719  MODELED GRAVITY -    979,151.0   (mgal)                       NAVD 88
 DO9719
 DO9719  VERT ORDER      -  SECOND    CLASS I
 DO9719
 DO9719.The horizontal coordinates were established by autonomous hand held GPS
 DO9719.observations and have an estimated accuracy of +/- 10 meters.
 DO9719
 DO9719.The orthometric height was determined by differential leveling and
 DO9719.adjusted by the NATIONAL GEODETIC SURVEY
 DO9719.in January 2014.
 DO9719
 DO9719.No vertical observational check was made to the station.
 DO9719
 DO9719.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9719.GEOID18 height accuracy estimate available here.
 DO9719
 DO9719.Click photographs - Photos may exist for this station.
 DO9719
 DO9719.The dynamic height is computed by dividing the NAVD 88
 DO9719.geopotential number by the normal gravity value computed on the
 DO9719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9719.degrees latitude (g = 980.6199 gals.).
 DO9719
 DO9719.The modeled gravity was interpolated from observed gravity values.
 DO9719
 DO9719;                    North         East    Units  Estimated Accuracy
 DO9719;SPC FL W     -   421,412.      220,970.      MT  (+/- 10 meters HH2 GPS)
 DO9719
 DO9719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2276312631(NAD 83)
 DO9719
 DO9719                          SUPERSEDED SURVEY CONTROL
 DO9719
 DO9719.No superseded survey control is available for this station.
 DO9719
 DO9719_MARKER: DD = SURVEY DISK
 DO9719_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9719_STAMPING: 17663 B 2012
 DO9719_MARK LOGO: SFLWMD
 DO9719_PROJECTION: RECESSED 5 CENTIMETERS
 DO9719_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9719+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2012
 DO9719_ROD/PIPE-DEPTH: 4.2 meters
 DO9719
 DO9719  HISTORY     - Date     Condition        Report By
 DO9719  HISTORY     - 20121219 MONUMENTED       FLDEP
 DO9719
 DO9719                          STATION DESCRIPTION
 DO9719
 DO9719'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9719'THE MARK IS ABOUT 8.6 MI (13.8 KM) NORTH-NORTHWEST OF WINTER HAVEN,
 DO9719'5.0 MI (8.0 KM) NORTH OF AUBURNDALE, 3.9 MI (6.3 KM) SOUTHEAST OF POLK
 DO9719'CITY, IN SECTION 14, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9719'
 DO9719'TO REACH THE MARK FROM THE INTERSECTION OF U.S. STATE ROAD 559 AND THE
 DO9719'INTERSTATE 4 OVERPASS IN AUBURNDALE, GO SOUTH ON STATE ROAD 559 FOR
 DO9719'2.4 MI (3.9 KM) TO THE JUNCTION OF CONE ROAD ON THE LEFT.  TURN LEFT
 DO9719'ON CONE ROAD AND GO NORTH THEN EAST FOR 0.7 MI (1.1 KM) TO A SHARP
 DO9719'CURVE LEFT, BEAR LEFT AND GO NORTH FOR 0.5 MI (0.8 KM) TO A DIRT
 DO9719'DRIVEWAY AT 570 CONE ROAD, LEADING TO A BOAT RAMP AT LAKE MATTIE.
 DO9719'TURN RIGHT ON THE DRIVEWAY AND GO NORTHEAST FOR ABOUT 200.0 FT (61.0
 DO9719'M) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO9719'DEPTH OF 13.9 FT (4.2 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10
 DO9719'CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DO9719'1.0 FT (0.3 M) BELOW THE LEVEL OF THE DRIVEWAY AT MAIL ADDRESS 570
 DO9719'CONE ROAD.
 DO9719'
 DO9719'LOCATED 70.0 FT (21.3 M) WEST OF THE STAFF GAUGE, 49.5 FT (15.1 M)
 DO9719'EAST-NORTHEAST OF SURVEY MARK 17663 A, 10.5 FT (3.2 M) EAST-SOUTHEAST
 DO9719'OF THE APPROXIMATE CENTERLINE OF THE CONCRETE BOAT RAMP, 10.2 FT (3.1
 DO9719'M) NORTHEAST OF THE NORTHWEST CORNER OF THE BLOCK WALL AND 8.5 FT (2.6
 DO9719'M) NORTHEAST OF A CARSONITE WITNESS POST.
 DO9719'
 DO9719'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9719'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9720 ***********************************************************************
 DO9720  DESIGNATION -  17664 A
 DO9720  PID         -  DO9720
 DO9720  STATE/COUNTY-  FL/POLK
 DO9720  COUNTRY     -  US
 DO9720  USGS QUAD   -  POLK CITY (2018)
 DO9720
 DO9720                         *CURRENT SURVEY CONTROL
 DO9720  ______________________________________________________________________
 DO9720* NAD 83(1986) POSITION- 28 07 52.1    (N) 081 47 42.8    (W)   HD_HELD2
 DO9720* NAVD 88 ORTHO HEIGHT -    40.365 (meters)      132.43  (feet) ADJUSTED
 DO9720  ______________________________________________________________________
 DO9720  GEOID HEIGHT    -        -26.850 (meters)                     GEOID18
 DO9720  DYNAMIC HEIGHT  -         40.305 (meters)      132.23  (feet) COMP
 DO9720  MODELED GRAVITY -    979,151.3   (mgal)                       NAVD 88
 DO9720
 DO9720  VERT ORDER      -  SECOND    CLASS I
 DO9720
 DO9720.The horizontal coordinates were established by autonomous hand held GPS
 DO9720.observations and have an estimated accuracy of +/- 10 meters.
 DO9720
 DO9720.The orthometric height was determined by differential leveling and
 DO9720.adjusted by the NATIONAL GEODETIC SURVEY
 DO9720.in January 2014.
 DO9720
 DO9720.No vertical observational check was made to the station.
 DO9720
 DO9720.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9720.GEOID18 height accuracy estimate available here.
 DO9720
 DO9720.Click photographs - Photos may exist for this station.
 DO9720
 DO9720.The dynamic height is computed by dividing the NAVD 88
 DO9720.geopotential number by the normal gravity value computed on the
 DO9720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9720.degrees latitude (g = 980.6199 gals.).
 DO9720
 DO9720.The modeled gravity was interpolated from observed gravity values.
 DO9720
 DO9720;                    North         East    Units  Estimated Accuracy
 DO9720;SPC FL W     -   420,758.      220,117.      MT  (+/- 10 meters HH2 GPS)
 DO9720
 DO9720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2190511984(NAD 83)
 DO9720
 DO9720                          SUPERSEDED SURVEY CONTROL
 DO9720
 DO9720.No superseded survey control is available for this station.
 DO9720
 DO9720_MARKER: DD = SURVEY DISK
 DO9720_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9720_STAMPING: 17664 A 2012
 DO9720_MARK LOGO: SFLWMD
 DO9720_PROJECTION: RECESSED 8 CENTIMETERS
 DO9720_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DO9720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9720+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2012
 DO9720_ROD/PIPE-DEPTH: 5.2 meters
 DO9720
 DO9720  HISTORY     - Date     Condition        Report By
 DO9720  HISTORY     - 20121219 MONUMENTED       FLDEP
 DO9720
 DO9720                          STATION DESCRIPTION
 DO9720
 DO9720'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9720'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTH-NORTHWEST OF WINTER HAVEN,
 DO9720'4.6 MI (7.4 KM) NORTH OF AUBURNDALE, 3.9 MI (6.3 KM) SOUTH-SOUTHEAST
 DO9720'OF POLK CITY, IN SECTION 15, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9720'
 DO9720'TO REACH THE MARK FROM THE INTERSECTION OF U.S. STATE ROAD 559 AND THE
 DO9720'INTERSTATE 4 OVERPASS IN AUBURNDALE, GO SOUTH ON STATE ROAD 559 FOR
 DO9720'1.9 MI (3.1 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO9720'REFUSAL AT A DEPTH OF 16.9 FT (5.2 M) WITH AN ALUMINUM DISK ENCASED IN
 DO9720'A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF
 DO9720'THE GROUND AND 6.0 FT (1.8 M) BELOW THE LEVEL OF STATE ROAD 559.
 DO9720'
 DO9720'LOCATED 73.0 FT (22.3 M) EAST OF THE STAFF GAUGE, 63.8 FT (19.4 M)
 DO9720'NORTH-NORTHEAST OF SURVEY MARK 17664 B, 32.7 FT (10.0 M) WEST OF THE
 DO9720'APPROXIMATE CENTERLINE OF STATE ROAD 559, 17.4 FT (5.3 M) NORTHEAST OF
 DO9720'THE NORTHEAST CORNER OF THE DOCK, 8.5 FT (2.6 M) WEST OF THE GUARD
 DO9720'RAIL AND 1.2 FT (0.4 M) EAST OF A CARSONITE WITNESS POST.
 DO9720'
 DO9720'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9720'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9721 ***********************************************************************
 DO9721  DESIGNATION -  17664 B
 DO9721  PID         -  DO9721
 DO9721  STATE/COUNTY-  FL/POLK
 DO9721  COUNTRY     -  US
 DO9721  USGS QUAD   -  POLK CITY (2018)
 DO9721
 DO9721                         *CURRENT SURVEY CONTROL
 DO9721  ______________________________________________________________________
 DO9721* NAD 83(1986) POSITION- 28 07 51.5    (N) 081 47 42.9    (W)   HD_HELD2
 DO9721* NAVD 88 ORTHO HEIGHT -    40.507 (meters)      132.90  (feet) ADJUSTED
 DO9721  ______________________________________________________________________
 DO9721  GEOID HEIGHT    -        -26.850 (meters)                     GEOID18
 DO9721  DYNAMIC HEIGHT  -         40.446 (meters)      132.70  (feet) COMP
 DO9721  MODELED GRAVITY -    979,151.3   (mgal)                       NAVD 88
 DO9721
 DO9721  VERT ORDER      -  SECOND    CLASS I
 DO9721
 DO9721.The horizontal coordinates were established by autonomous hand held GPS
 DO9721.observations and have an estimated accuracy of +/- 10 meters.
 DO9721
 DO9721.The orthometric height was determined by differential leveling and
 DO9721.adjusted by the NATIONAL GEODETIC SURVEY
 DO9721.in January 2014.
 DO9721
 DO9721.No vertical observational check was made to the station.
 DO9721
 DO9721.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9721.GEOID18 height accuracy estimate available here.
 DO9721
 DO9721.Click photographs - Photos may exist for this station.
 DO9721
 DO9721.The dynamic height is computed by dividing the NAVD 88
 DO9721.geopotential number by the normal gravity value computed on the
 DO9721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9721.degrees latitude (g = 980.6199 gals.).
 DO9721
 DO9721.The modeled gravity was interpolated from observed gravity values.
 DO9721
 DO9721;                    North         East    Units  Estimated Accuracy
 DO9721;SPC FL W     -   420,739.      220,114.      MT  (+/- 10 meters HH2 GPS)
 DO9721
 DO9721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2190211966(NAD 83)
 DO9721
 DO9721                          SUPERSEDED SURVEY CONTROL
 DO9721
 DO9721.No superseded survey control is available for this station.
 DO9721
 DO9721_MARKER: DD = SURVEY DISK
 DO9721_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9721_STAMPING: 17664 B 2012
 DO9721_MARK LOGO: SFLWMD
 DO9721_PROJECTION: RECESSED 8 CENTIMETERS
 DO9721_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DO9721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9721+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2012
 DO9721_ROD/PIPE-DEPTH: 4.7 meters
 DO9721
 DO9721  HISTORY     - Date     Condition        Report By
 DO9721  HISTORY     - 20121219 MONUMENTED       FLDEP
 DO9721
 DO9721                          STATION DESCRIPTION
 DO9721
 DO9721'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9721'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTH-NORTHWEST OF WINTER HAVEN,
 DO9721'4.6 MI (7.4 KM) NORTH OF AUBURNDALE, 3.9 MI (6.3 KM) SOUTH-SOUTHEAST
 DO9721'OF POLK CITY, IN SECTION 15, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9721'
 DO9721'TO REACH THE MARK FROM THE INTERSECTION OF U.S. STATE ROAD 559 AND THE
 DO9721'INTERSTATE 4 OVERPASS IN AUBURNDALE, GO SOUTH ON STATE ROAD 559 FOR
 DO9721'1.9 MI (3.1 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO9721'REFUSAL AT A DEPTH OF 15.3 FT (4.7 M) WITH AN ALUMINUM DISK ENCASED IN
 DO9721'A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF
 DO9721'THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD 559.
 DO9721'
 DO9721'LOCATED 79.0 FT (24.1 M) SOUTHEAST OF THE STAFF GAUGE, 63.8 FT (19.4
 DO9721'M) NORTH-NORTHEAST OF SURVEY MARK 17664 A, 43.1 FT (13.1 M)
 DO9721'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE DOCK, 31.5 FT (9.6 M)
 DO9721'WEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 559, 7.2 FT (2.2 M)
 DO9721'WEST OF THE GUARD RAIL AND 1.2 FT (0.4 M) EAST OF A CARSONITE WITNESS
 DO9721'POST.
 DO9721'
 DO9721'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9721'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9298 ***********************************************************************
 DO9298  DESIGNATION -  17666 A
 DO9298  PID         -  DO9298
 DO9298  STATE/COUNTY-  FL/POLK
 DO9298  COUNTRY     -  US
 DO9298  USGS QUAD   -  POLK CITY (2018)
 DO9298
 DO9298                         *CURRENT SURVEY CONTROL
 DO9298  ______________________________________________________________________
 DO9298* NAD 83(1986) POSITION- 28 08 48.1    (N) 081 48 59.6    (W)   HD_HELD2
 DO9298* NAVD 88 ORTHO HEIGHT -    42.507 (meters)      139.46  (feet) ADJUSTED
 DO9298  ______________________________________________________________________
 DO9298  GEOID HEIGHT    -        -26.842 (meters)                     GEOID18
 DO9298  DYNAMIC HEIGHT  -         42.443 (meters)      139.25  (feet) COMP
 DO9298  MODELED GRAVITY -    979,153.0   (mgal)                       NAVD 88
 DO9298
 DO9298  VERT ORDER      -  FIRST     CLASS II
 DO9298
 DO9298.The horizontal coordinates were established by autonomous hand held GPS
 DO9298.observations and have an estimated accuracy of +/- 10 meters.
 DO9298
 DO9298.The orthometric height was determined by differential leveling and
 DO9298.adjusted by the NATIONAL GEODETIC SURVEY
 DO9298.in December 2013.
 DO9298
 DO9298.No vertical observational check was made to the station.
 DO9298
 DO9298.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9298.GEOID18 height accuracy estimate available here.
 DO9298
 DO9298.Click photographs - Photos may exist for this station.
 DO9298
 DO9298.The dynamic height is computed by dividing the NAVD 88
 DO9298.geopotential number by the normal gravity value computed on the
 DO9298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9298.degrees latitude (g = 980.6199 gals.).
 DO9298
 DO9298.The modeled gravity was interpolated from observed gravity values.
 DO9298
 DO9298;                    North         East    Units  Estimated Accuracy
 DO9298;SPC FL W     -   422,478.      218,018.      MT  (+/- 10 meters HH2 GPS)
 DO9298
 DO9298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1982113722(NAD 83)
 DO9298
 DO9298                          SUPERSEDED SURVEY CONTROL
 DO9298
 DO9298.No superseded survey control is available for this station.
 DO9298
 DO9298_MARKER: DD = SURVEY DISK
 DO9298_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9298_STAMPING: 17666 A 2012
 DO9298_MARK LOGO: SFLWMD
 DO9298_PROJECTION: RECESSED 3 CENTIMETERS
 DO9298_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9298_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9298+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2012
 DO9298_ROD/PIPE-DEPTH: 9.7 meters
 DO9298
 DO9298  HISTORY     - Date     Condition        Report By
 DO9298  HISTORY     - 20121209 MONUMENTED       FLDEP
 DO9298
 DO9298                          STATION DESCRIPTION
 DO9298
 DO9298'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9298'THE MARK IS ABOUT 9.6 MI (15.4 KM) EAST OF PROVIDENCE, 5.9 MI (9.5 KM)
 DO9298'NORTH-NORTHWEST OF AUBURNDALE, 2.5 MI (4.0 KM) SOUTH OF POLK CITY, IN
 DO9298'SECTION 9, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9298'
 DO9298'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DO9298'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DO9298'SOUTHEAST ON COUNTY ROAD 559 (BROADWAY BOULEVARD) FOR 1.8 MI (2.9 KM)
 DO9298'TO THE JUNCTION OF COUNTY ROAD 557-A STRAIGHT AHEAD.  TURN RIGHT ON
 DO9298'COUNTY ROAD 559 AND GO SOUTH FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF
 DO9298'COUNTY ROAD 559-A ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD 559-A AND
 DO9298'GO WEST FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF OLD BERKLEY ROAD ON THE
 DO9298'LEFT.  TURN LEFT ON OLD BERKLEY ROAD AND GO SOUTH FOR 0.3 MI (0.5 KM)
 DO9298'TO 5845 OLD BERKLEY ROAD, THE ENTRANCE TO THE LAKE TENNESSEE BOAT RAMP
 DO9298'ON THE LEFT AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DO9298'OF 31.7 FT (9.7 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM)
 DO9298'PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND 0.4
 DO9298'FT (12 CM) BELOW THE LEVEL OF THE ENTRANCE ROAD.
 DO9298'
 DO9298'LOCATED 187.0 FT (57.0 M) WEST OF A STAFF GAUGE, 97.3 FT (29.7 M) WEST
 DO9298'OF SURVEY MARK 17666 B, 76.6 FT (23.3 M) EAST OF THE CENTERLINE OF OLD
 DO9298'BERKLEY ROAD, 48.0 FT (14.6 M) EAST OF POWER POLE NUMBER 308766, 18.5
 DO9298'FT (5.6 M) SOUTH OF THE CENTERLINE OF THE ENTRANCE ROAD, 3.1 FT (0.9
 DO9298'M) NORTH OF A 6.0 FT (1.8 M) TALL CHAIN LINK FENCE AND 2.9 FT (0.9 M)
 DO9298'NORTH OF A CARSONITE WITNESS POST.
 DO9298'
 DO9298'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9298'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9299 ***********************************************************************
 DO9299  DESIGNATION -  17666 B
 DO9299  PID         -  DO9299
 DO9299  STATE/COUNTY-  FL/POLK
 DO9299  COUNTRY     -  US
 DO9299  USGS QUAD   -  POLK CITY (2018)
 DO9299
 DO9299                         *CURRENT SURVEY CONTROL
 DO9299  ______________________________________________________________________
 DO9299* NAD 83(1986) POSITION- 28 08 48.0    (N) 081 48 58.6    (W)   HD_HELD2
 DO9299* NAVD 88 ORTHO HEIGHT -    41.157 (meters)      135.03  (feet) ADJUSTED
 DO9299  ______________________________________________________________________
 DO9299  GEOID HEIGHT    -        -26.843 (meters)                     GEOID18
 DO9299  DYNAMIC HEIGHT  -         41.096 (meters)      134.83  (feet) COMP
 DO9299  MODELED GRAVITY -    979,152.9   (mgal)                       NAVD 88
 DO9299
 DO9299  VERT ORDER      -  FIRST     CLASS II
 DO9299
 DO9299.The horizontal coordinates were established by autonomous hand held GPS
 DO9299.observations and have an estimated accuracy of +/- 10 meters.
 DO9299
 DO9299.The orthometric height was determined by differential leveling and
 DO9299.adjusted by the NATIONAL GEODETIC SURVEY
 DO9299.in December 2013.
 DO9299
 DO9299.No vertical observational check was made to the station.
 DO9299
 DO9299.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9299.GEOID18 height accuracy estimate available here.
 DO9299
 DO9299.Click photographs - Photos may exist for this station.
 DO9299
 DO9299.The dynamic height is computed by dividing the NAVD 88
 DO9299.geopotential number by the normal gravity value computed on the
 DO9299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9299.degrees latitude (g = 980.6199 gals.).
 DO9299
 DO9299.The modeled gravity was interpolated from observed gravity values.
 DO9299
 DO9299;                    North         East    Units  Estimated Accuracy
 DO9299;SPC FL W     -   422,475.      218,046.      MT  (+/- 10 meters HH2 GPS)
 DO9299
 DO9299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1984813718(NAD 83)
 DO9299
 DO9299                          SUPERSEDED SURVEY CONTROL
 DO9299
 DO9299.No superseded survey control is available for this station.
 DO9299
 DO9299_MARKER: DD = SURVEY DISK
 DO9299_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9299_STAMPING: 17666 B 2012
 DO9299_MARK LOGO: SFLWMD
 DO9299_PROJECTION: RECESSED 3 CENTIMETERS
 DO9299_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9299_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9299_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9299+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2012
 DO9299_ROD/PIPE-DEPTH: 14.2 meters
 DO9299
 DO9299  HISTORY     - Date     Condition        Report By
 DO9299  HISTORY     - 20121209 MONUMENTED       FLDEP
 DO9299
 DO9299                          STATION DESCRIPTION
 DO9299
 DO9299'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9299'THE MARK IS ABOUT 9.6 MI (15.4 KM) EAST OF PROVIDENCE, 5.9 MI (9.5 KM)
 DO9299'NORTH-NORTHWEST OF AUBURNDALE, 2.5 MI (4.0 KM) SOUTH OF POLK CITY, IN
 DO9299'SECTION 9, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9299'
 DO9299'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DO9299'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DO9299'SOUTHEAST ON COUNTY ROAD 559 (BROADWAY BOULEVARD) FOR 1.8 MI (2.9 KM)
 DO9299'TO THE JUNCTION OF COUNTY ROAD 557-A STRAIGHT AHEAD.  TURN RIGHT ON
 DO9299'COUNTY ROAD 559 AND GO SOUTH FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF
 DO9299'COUNTY ROAD 559-A ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD 557-A AND
 DO9299'GO WEST FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF OLD BERKLEY ROAD ON THE
 DO9299'LEFT.  TURN LEFT ON OLD BERKLEY ROAD AND GO SOUTH FOR 0.3 MI (0.5 KM)
 DO9299'TO 5845 OLD BERKLEY ROAD, THE ENTRANCE TO THE LAKE TENNESSEE BOAT RAMP
 DO9299'ON THE LEFT.  TURN LEFT ON THE ENTRANCE ROAD AND GO EAST FOR ABOUT
 DO9299'170.0 FT (51.8 M) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO9299'REFUSAL AT A DEPTH OF 46.7 FT (14.2 M) WITH AN ALUMINUM DISK ENCASED
 DO9299'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF
 DO9299'THE GROUND.
 DO9299'
 DO9299'LOCATED 97.3 FT (29.7 M) EAST OF SURVEY MARK 17666 A, 95.0 FT (29.0 M)
 DO9299'WEST-SOUTHWEST OF A STAFF GAUGE, 36.0 FT (11.0 M) WEST OF A 6.0 FT
 DO9299'(1.8 M) TALL CHAIN LINK FENCE, 13.3 FT (4.1 M) SOUTH OF THE CENTERLINE
 DO9299'OF THE ENTRANCE ROAD, 1.9 FT (0.6 M) NORTH OF A 6.0 FT (1.8 M) TALL
 DO9299'CHAIN LINK FENCE AND 1.4 FT (0.4 M) NORTH OF A CARSONITE WITNESS POST.
 DO9299'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9299'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9296 ***********************************************************************
 DO9296  DESIGNATION -  17667 A
 DO9296  PID         -  DO9296
 DO9296  STATE/COUNTY-  FL/POLK
 DO9296  COUNTRY     -  US
 DO9296  USGS QUAD   -  POLK CITY (2018)
 DO9296
 DO9296                         *CURRENT SURVEY CONTROL
 DO9296  ______________________________________________________________________
 DO9296* NAD 83(1986) POSITION- 28 09 01.5    (N) 081 48 36.0    (W)   HD_HELD2
 DO9296* NAVD 88 ORTHO HEIGHT -    55.217 (meters)      181.16  (feet) ADJUSTED
 DO9296  ______________________________________________________________________
 DO9296  GEOID HEIGHT    -        -26.867 (meters)                     GEOID18
 DO9296  DYNAMIC HEIGHT  -         55.134 (meters)      180.89  (feet) COMP
 DO9296  MODELED GRAVITY -    979,152.5   (mgal)                       NAVD 88
 DO9296
 DO9296  VERT ORDER      -  FIRST     CLASS II
 DO9296
 DO9296.The horizontal coordinates were established by autonomous hand held GPS
 DO9296.observations and have an estimated accuracy of +/- 10 meters.
 DO9296
 DO9296.The orthometric height was determined by differential leveling and
 DO9296.adjusted by the NATIONAL GEODETIC SURVEY
 DO9296.in December 2013.
 DO9296
 DO9296.No vertical observational check was made to the station.
 DO9296
 DO9296.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9296.GEOID18 height accuracy estimate available here.
 DO9296
 DO9296.Click photographs - Photos may exist for this station.
 DO9296
 DO9296.The dynamic height is computed by dividing the NAVD 88
 DO9296.geopotential number by the normal gravity value computed on the
 DO9296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9296.degrees latitude (g = 980.6199 gals.).
 DO9296
 DO9296.The modeled gravity was interpolated from observed gravity values.
 DO9296
 DO9296;                    North         East    Units  Estimated Accuracy
 DO9296;SPC FL W     -   422,892.      218,662.      MT  (+/- 10 meters HH2 GPS)
 DO9296
 DO9296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2046814130(NAD 83)
 DO9296
 DO9296                          SUPERSEDED SURVEY CONTROL
 DO9296
 DO9296.No superseded survey control is available for this station.
 DO9296
 DO9296_STAMPING: 17667 A 2012
 DO9296_MARK LOGO: SFLWMD
 DO9296_PROJECTION: RECESSED 5 CENTIMETERS
 DO9296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9296+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2012
 DO9296_ROD/PIPE-DEPTH: 7.2 meters
 DO9296
 DO9296  HISTORY     - Date     Condition        Report By
 DO9296  HISTORY     - 20121209 MONUMENTED       FLDEP
 DO9296  HISTORY     - 20150826 MARK NOT FOUND   FLDEP
 DO9296
 DO9296                          STATION DESCRIPTION
 DO9296
 DO9296'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9296'THE MARK IS ABOUT 10.0 MI (16.1 KM) EAST OF PROVIDENCE, 6.0 MI (9.7
 DO9296'KM) NORTH-NORTHWEST OF AUBURNDALE, 2.4 MI (3.9 KM) SOUTH-SOUTHEAST OF
 DO9296'POLK CITY, IN SECTION 9, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9296'
 DO9296'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DO9296'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DO9296'SOUTHEAST ON COUNTY ROAD 559 (BROADWAY BOULEVARD) FOR 1.8 MI (2.9 KM)
 DO9296'TO THE JUNCTION OF COUNTY ROAD 557-A STRAIGHT AHEAD.  TURN RIGHT ON
 DO9296'COUNTY ROAD 559 AND GO SOUTH FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF
 DO9296'COUNTY ROAD 559-A ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD 559-A AND
 DO9296'GO WEST FOR 0.9 MI (1.4 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DO9296'DRIVEN TO REFUSAL AT A DEPTH OF 23.5 FT (7.2 M) WITH AN ALUMINUM DISK
 DO9296'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DO9296'LEVEL OF THE GROUND.
 DO9296'
 DO9296'LOCATED 70.9 FT (21.6 M) NORTHWEST OF A POWER POLE, 46.0 FT (14.0 M)
 DO9296'WEST OF SURVEY MARK 17667 B, 23.8 FT (7.3 M) WEST OF A MONITORING
 DO9296'WELL, 19.8 FT (6.0 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 559-A,
 DO9296'2.3 FT (0.7 M) SOUTH OF A BARB WIRE FENCE AND 2.0 FT (0.6 M) SOUTH OF
 DO9296'A CARSONITE WITNESS POST.
 DO9296'
 DO9296'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9296'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9296
 DO9296                          STATION RECOVERY (2015)
 DO9296
 DO9296'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DO9296'NOT RECOVERED.  THE ROADWAY HAS BEEN WIDENED AND THE DISTANCE FALLS IN
 DO9296'THE PAVED AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9297 ***********************************************************************
 DO9297  DESIGNATION -  17667 B
 DO9297  PID         -  DO9297
 DO9297  STATE/COUNTY-  FL/POLK
 DO9297  COUNTRY     -  US
 DO9297  USGS QUAD   -  POLK CITY (2018)
 DO9297
 DO9297                         *CURRENT SURVEY CONTROL
 DO9297  ______________________________________________________________________
 DO9297* NAD 83(1986) POSITION- 28 09 01.4    (N) 081 48 35.4    (W)   HD_HELD2
 DO9297* NAVD 88 ORTHO HEIGHT -    55.263 (meters)      181.31  (feet) ADJUSTED
 DO9297  ______________________________________________________________________
 DO9297  GEOID HEIGHT    -        -26.867 (meters)                     GEOID18
 DO9297  DYNAMIC HEIGHT  -         55.180 (meters)      181.04  (feet) COMP
 DO9297  MODELED GRAVITY -    979,152.4   (mgal)                       NAVD 88
 DO9297
 DO9297  VERT ORDER      -  FIRST     CLASS II
 DO9297
 DO9297.The horizontal coordinates were established by autonomous hand held GPS
 DO9297.observations and have an estimated accuracy of +/- 10 meters.
 DO9297
 DO9297.The orthometric height was determined by differential leveling and
 DO9297.adjusted by the NATIONAL GEODETIC SURVEY
 DO9297.in December 2013.
 DO9297
 DO9297.No vertical observational check was made to the station.
 DO9297
 DO9297.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9297.GEOID18 height accuracy estimate available here.
 DO9297
 DO9297.Click photographs - Photos may exist for this station.
 DO9297
 DO9297.The dynamic height is computed by dividing the NAVD 88
 DO9297.geopotential number by the normal gravity value computed on the
 DO9297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9297.degrees latitude (g = 980.6199 gals.).
 DO9297
 DO9297.The modeled gravity was interpolated from observed gravity values.
 DO9297
 DO9297;                    North         East    Units  Estimated Accuracy
 DO9297;SPC FL W     -   422,889.      218,678.      MT  (+/- 10 meters HH2 GPS)
 DO9297
 DO9297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2048414127(NAD 83)
 DO9297
 DO9297                          SUPERSEDED SURVEY CONTROL
 DO9297
 DO9297.No superseded survey control is available for this station.
 DO9297
 DO9297_STAMPING: 17667 B 2012
 DO9297_MARK LOGO: SFLWMD
 DO9297_PROJECTION: RECESSED 3 CENTIMETERS
 DO9297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9297+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2012
 DO9297_ROD/PIPE-DEPTH: 12.1 meters
 DO9297
 DO9297  HISTORY     - Date     Condition        Report By
 DO9297  HISTORY     - 20121209 MONUMENTED       FLDEP
 DO9297  HISTORY     - 20150826 MARK NOT FOUND   FLDEP
 DO9297
 DO9297                          STATION DESCRIPTION
 DO9297
 DO9297'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9297'THE MARK IS ABOUT 10.0 MI (16.1 KM) EAST OF PROVIDENCE, 6.0 MI (9.7
 DO9297'KM) NORTH-NORTHWEST OF AUBURNDALE, 2.4 MI (3.9 KM) SOUTH-SOUTHEAST OF
 DO9297'POLK CITY, IN SECTION 9, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9297'
 DO9297'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DO9297'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DO9297'SOUTHEAST ON COUNTY ROAD 559 (BROADWAY BOULEVARD) FOR 1.8 MI (2.9 KM)
 DO9297'TO THE JUNCTION OF COUNTY ROAD 557-A STRAIGHT AHEAD.  TURN RIGHT ON
 DO9297'COUNTY ROAD 559 AND GO SOUTH FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF
 DO9297'COUNTY ROAD 559-A ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD 559-A AND
 DO9297'GO WEST FOR 0.9 MI (1.4 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DO9297'DRIVEN TO REFUSAL AT A DEPTH OF 39.6 FT (12.1 M) WITH AN ALUMINUM DISK
 DO9297'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE
 DO9297'LEVEL OF THE GROUND.
 DO9297'
 DO9297'LOCATED 53.3 FT (16.2 M) NORTH OF A POWER POLE, 46.0 FT (14.0 M) WEST
 DO9297'OF SURVEY MARK 17667 A, 22.0 FT (6.7 M) EAST OF A MONITORING WELL,
 DO9297'20.4 FT (6.2 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 559-A, 1.9 FT
 DO9297'(0.6 M) SOUTH OF A BARB WIRE FENCE AND 1.5 FT (0.5 M) SOUTH OF A
 DO9297'CARSONITE WITNESS POST.
 DO9297'
 DO9297'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9297'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9297
 DO9297                          STATION RECOVERY (2015)
 DO9297
 DO9297'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DO9297'NOT RECOVERED.  THE ROADWAY HAS BEEN WIDENED AND THE DISTANCE FALLS IN
 DO9297'THE PAVED AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9306 ***********************************************************************
 DO9306  DESIGNATION -  17668 A
 DO9306  PID         -  DO9306
 DO9306  STATE/COUNTY-  FL/POLK
 DO9306  COUNTRY     -  US
 DO9306  USGS QUAD   -  POLK CITY (2018)
 DO9306
 DO9306                         *CURRENT SURVEY CONTROL
 DO9306  ______________________________________________________________________
 DO9306* NAD 83(1986) POSITION- 28 09 50.4    (N) 081 50 36.5    (W)   HD_HELD2
 DO9306* NAVD 88 ORTHO HEIGHT -    44.583 (meters)      146.27  (feet) ADJUSTED
 DO9306  ______________________________________________________________________
 DO9306  GEOID HEIGHT    -        -26.819 (meters)                     GEOID18
 DO9306  DYNAMIC HEIGHT  -         44.516 (meters)      146.05  (feet) COMP
 DO9306  MODELED GRAVITY -    979,156.5   (mgal)                       NAVD 88
 DO9306
 DO9306  VERT ORDER      -  FIRST     CLASS II
 DO9306
 DO9306.The horizontal coordinates were established by autonomous hand held GPS
 DO9306.observations and have an estimated accuracy of +/- 10 meters.
 DO9306
 DO9306.The orthometric height was determined by differential leveling and
 DO9306.adjusted by the NATIONAL GEODETIC SURVEY
 DO9306.in December 2013.
 DO9306
 DO9306.No vertical observational check was made to the station.
 DO9306
 DO9306.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9306.GEOID18 height accuracy estimate available here.
 DO9306
 DO9306.Click photographs - Photos may exist for this station.
 DO9306
 DO9306.The dynamic height is computed by dividing the NAVD 88
 DO9306.geopotential number by the normal gravity value computed on the
 DO9306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9306.degrees latitude (g = 980.6199 gals.).
 DO9306
 DO9306.The modeled gravity was interpolated from observed gravity values.
 DO9306
 DO9306;                    North         East    Units  Estimated Accuracy
 DO9306;SPC FL W     -   424,392.      215,372.      MT  (+/- 10 meters HH2 GPS)
 DO9306
 DO9306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1719115657(NAD 83)
 DO9306
 DO9306                          SUPERSEDED SURVEY CONTROL
 DO9306
 DO9306.No superseded survey control is available for this station.
 DO9306
 DO9306_MARKER: DD = SURVEY DISK
 DO9306_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9306_STAMPING: 17668 A 2012
 DO9306_MARK LOGO: SFLWMD
 DO9306_PROJECTION: RECESSED 5 CENTIMETERS
 DO9306_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9306+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2018
 DO9306_ROD/PIPE-DEPTH: 9.8 meters
 DO9306
 DO9306  HISTORY     - Date     Condition        Report By
 DO9306  HISTORY     - 20121220 MONUMENTED       FLDEP
 DO9306  HISTORY     - 20180613 GOOD             AMEC
 DO9306
 DO9306                          STATION DESCRIPTION
 DO9306
 DO9306'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9306'THE MARK IS ABOUT 8.0 MI (12.9 KM) EAST OF PROVIDENCE, 7.6 MI (12.2
 DO9306'KM) NORTH-NORTHWEST OF AUBURNDALE, 1.7 MI (2.7 KM) SOUTHWEST OF POLK
 DO9306'CITY, IN SECTION 6, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9306'
 DO9306'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DO9306'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DO9306'WEST ON STATE ROAD 33 (COMMONWEALTH AVENUE SW) FOR 2.5 MI (4.0 KM) TO
 DO9306'THE JUNCTION OF DUEY ROAD ON THE LEFT.  TURN LEFT ON DUEY ROAD AND GO
 DO9306'EAST THEN SOUTH FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF GOLDEN GATE
 DO9306'BOULEVARD.  TURN RIGHT ON GOLDEN GATE BOULEVARD AND GO SOUTH THEN EAST
 DO9306'FOR 0.45 MI (0.7 KM) TO U.S. MAIL ADDRESS 9031 GOLDEN GATE BOULEVARD
 DO9306'ON THE LEFT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO9306'REFUSAL AT A DEPTH OF 32.0 FT (9.8 M) WITH AN ALUMINUM DISK ENCASED IN
 DO9306'A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO9306'THE GROUND AND 1.2 FT (0.4 M) BELOW THE LEVEL OF GOLDEN GATE
 DO9306'BOULEVARD.
 DO9306'
 DO9306'LOCATED 171.0 FT (52.1 M) NORTH OF SURVEY MARK 17668 B, 21.7 FT (6.6
 DO9306'M) WEST OF THE CENTERLINE OF GOLDEN GATE BOULEVARD, 8.7 FT (2.7 M)
 DO9306'EAST OF A 30-INCH (76 CM) OAK TREE, 6.7 FT (2.0 M) NORTH OF THE
 DO9306'EXTENDED CENTERLINE OF A DRIVEWAY AT 9031 GOLDEN GATE BOULEVARD AND
 DO9306'4.5 FT (1.4 M) EAST A CARSONITE WITNESS POST.
 DO9306'
 DO9306'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9306'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9306
 DO9306                          STATION RECOVERY (2018)
 DO9306
 DO9306'RECOVERY NOTE BY AMEC EARTH & ENVIRONMENTAL 2018 (RE)
 DO9306'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9307 ***********************************************************************
 DO9307  DESIGNATION -  17668 B
 DO9307  PID         -  DO9307
 DO9307  STATE/COUNTY-  FL/POLK
 DO9307  COUNTRY     -  US
 DO9307  USGS QUAD   -  POLK CITY (2018)
 DO9307
 DO9307                         *CURRENT SURVEY CONTROL
 DO9307  ______________________________________________________________________
 DO9307* NAD 83(1986) POSITION- 28 09 48.9    (N) 081 50 36.6    (W)   HD_HELD2
 DO9307* NAVD 88 ORTHO HEIGHT -    44.700 (meters)      146.65  (feet) ADJUSTED
 DO9307  ______________________________________________________________________
 DO9307  GEOID HEIGHT    -        -26.818 (meters)                     GEOID18
 DO9307  DYNAMIC HEIGHT  -         44.633 (meters)      146.43  (feet) COMP
 DO9307  MODELED GRAVITY -    979,156.4   (mgal)                       NAVD 88
 DO9307
 DO9307  VERT ORDER      -  FIRST     CLASS II
 DO9307
 DO9307.The horizontal coordinates were established by autonomous hand held GPS
 DO9307.observations and have an estimated accuracy of +/- 10 meters.
 DO9307
 DO9307.The orthometric height was determined by differential leveling and
 DO9307.adjusted by the NATIONAL GEODETIC SURVEY
 DO9307.in December 2013.
 DO9307
 DO9307.No vertical observational check was made to the station.
 DO9307
 DO9307.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9307.GEOID18 height accuracy estimate available here.
 DO9307
 DO9307.Click photographs - Photos may exist for this station.
 DO9307
 DO9307.The dynamic height is computed by dividing the NAVD 88
 DO9307.geopotential number by the normal gravity value computed on the
 DO9307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9307.degrees latitude (g = 980.6199 gals.).
 DO9307
 DO9307.The modeled gravity was interpolated from observed gravity values.
 DO9307
 DO9307;                    North         East    Units  Estimated Accuracy
 DO9307;SPC FL W     -   424,346.      215,369.      MT  (+/- 10 meters HH2 GPS)
 DO9307
 DO9307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1718815611(NAD 83)
 DO9307
 DO9307                          SUPERSEDED SURVEY CONTROL
 DO9307
 DO9307.No superseded survey control is available for this station.
 DO9307
 DO9307_MARKER: DD = SURVEY DISK
 DO9307_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9307_STAMPING: 17668 B 2012
 DO9307_MARK LOGO: SFLWMD
 DO9307_PROJECTION: RECESSED 5 CENTIMETERS
 DO9307_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9307+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2012
 DO9307_ROD/PIPE-DEPTH: 11.1 meters
 DO9307
 DO9307  HISTORY     - Date     Condition        Report By
 DO9307  HISTORY     - 20121220 MONUMENTED       FLDEP
 DO9307
 DO9307                          STATION DESCRIPTION
 DO9307
 DO9307'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9307'THE IS ABOUT 8.0 MI (12.9 KM) EAST OF PROVIDENCE, 7.6 MI (12.2 KM)
 DO9307'NORTH-NORTHWEST OF AUBURNDALE, 1.7 MI (2.7 KM) SOUTHWEST OF POLK CITY,
 DO9307'IN SECTION 6, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9307'
 DO9307'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DO9307'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DO9307'WEST ON STATE ROAD 33 (COMMONWEALTH AVENUE SW) FOR 2.5 MI (4.0 KM) TO
 DO9307'THE JUNCTION OF DUEY ROAD ON THE LEFT.  TURN LEFT ON DUEY ROAD AND GO
 DO9307'EAST THEN SOUTH FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF GOLDEN GATE
 DO9307'BOULEVARD.  TURN RIGHT ON GOLDEN GATE BOULEVARD AND GO SOUTH THEN EAST
 DO9307'FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF JACOB AVENUE ON THE RIGHT AND
 DO9307'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO9307'36.5 FT (11.1 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DO9307'PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.6 FT
 DO9307'(18 CM) BELOW THE LEVEL OF JACOB AVENUE.
 DO9307'
 DO9307'LOCATED 171.0 FT (52.1 M) SOUTH OF SURVEY MARK 17668 A, 40.0 FT (12.2
 DO9307'M) SOUTHWEST OF THE CENTER OF A SANITARY SEWER MANHOLE, 36.6 FT (11.2
 DO9307'M) WEST OF THE CENTERLINE OF GOLDEN GATE BOULEVARD, 16.6 FT (5.1 M)
 DO9307'SOUTH OF THE CENTERLINE OF JACOB AVENUE, 14.8 FT (4.5 M)
 DO9307'NORTH-NORTHWEST OF A 36-INCH (91 CM) OAK TREE AND 2.2 FT (0.7 M) NORTH
 DO9307'OF A CARSONITE WITNESS POST.
 DO9307'
 DO9307'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9307'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9303 ***********************************************************************
 DO9303  DESIGNATION -  17670 A
 DO9303  PID         -  DO9303
 DO9303  STATE/COUNTY-  FL/POLK
 DO9303  COUNTRY     -  US
 DO9303  USGS QUAD   -  POLK CITY (2018)
 DO9303
 DO9303                         *CURRENT SURVEY CONTROL
 DO9303  ______________________________________________________________________
 DO9303* NAD 83(1986) POSITION- 28 10 11.1    (N) 081 49 55.3    (W)   HD_HELD2
 DO9303* NAVD 88 ORTHO HEIGHT -    44.299 (meters)      145.34  (feet) ADJUSTED
 DO9303  ______________________________________________________________________
 DO9303  GEOID HEIGHT    -        -26.859 (meters)                     GEOID18
 DO9303  DYNAMIC HEIGHT  -         44.233 (meters)      145.12  (feet) COMP
 DO9303  MODELED GRAVITY -    979,155.9   (mgal)                       NAVD 88
 DO9303
 DO9303  VERT ORDER      -  FIRST     CLASS II
 DO9303
 DO9303.The horizontal coordinates were established by autonomous hand held GPS
 DO9303.observations and have an estimated accuracy of +/- 10 meters.
 DO9303
 DO9303.The orthometric height was determined by differential leveling and
 DO9303.adjusted by the NATIONAL GEODETIC SURVEY
 DO9303.in December 2013.
 DO9303
 DO9303.No vertical observational check was made to the station.
 DO9303
 DO9303.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9303.GEOID18 height accuracy estimate available here.
 DO9303
 DO9303.Click photographs - Photos may exist for this station.
 DO9303
 DO9303.The dynamic height is computed by dividing the NAVD 88
 DO9303.geopotential number by the normal gravity value computed on the
 DO9303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9303.degrees latitude (g = 980.6199 gals.).
 DO9303
 DO9303.The modeled gravity was interpolated from observed gravity values.
 DO9303
 DO9303;                    North         East    Units  Estimated Accuracy
 DO9303;SPC FL W     -   425,031.      216,495.      MT  (+/- 10 meters HH2 GPS)
 DO9303
 DO9303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1831916286(NAD 83)
 DO9303
 DO9303                          SUPERSEDED SURVEY CONTROL
 DO9303
 DO9303.No superseded survey control is available for this station.
 DO9303
 DO9303_MARKER: DD = SURVEY DISK
 DO9303_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9303_STAMPING: 17670 A 2012
 DO9303_MARK LOGO: SFLWMD
 DO9303_PROJECTION: RECESSED 3 CENTIMETERS
 DO9303_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9303_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9303+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2012
 DO9303_ROD/PIPE-DEPTH: 15.6 meters
 DO9303
 DO9303  HISTORY     - Date     Condition        Report By
 DO9303  HISTORY     - 20121218 MONUMENTED       FLDEP
 DO9303
 DO9303                          STATION DESCRIPTION
 DO9303
 DO9303'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9303'THE MARK IS ABOUT 8.7 MI (14.0 KM) EAST OF PROVIDENCE, 7.7 MI (12.4
 DO9303'KM) NORTH-NORTHWEST OF AUBURNDALE, 1.0 MI (1.6 KM) SOUTH-SOUTHWEST OF
 DO9303'POLK CITY, IN SECTION 5, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9303'
 DO9303'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DO9303'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DO9303'WEST ON STATE ROAD 33 (COMMONWEALTH AVENUE SW) FOR 0.55 MI (0.9 KM) TO
 DO9303'THE JUNCTION OF CLEARWATER AVENUE ON THE LEFT.  TURN LEFT ON
 DO9303'CLEARWATER AVENUE AND GO SOUTH FOR 0.6 MI (1.0 KM) TO THE T-JUNCTION
 DO9303'OF CLEARWATER LAKE DRIVE.  TURN RIGHT ON CLEARWATER LAKE DRIVE AND GO
 DO9303'NORTHWEST FOR ABOUT 100.0 FT (30.5 M) TO THE MARK ON THE LEFT, AN
 DO9303'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 51.7 FT (15.8 M) WITH AN
 DO9303'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3
 DO9303'CM) BELOW THE LEVEL OF THE GROUND.
 DO9303'
 DO9303'LOCATED 194.4 FT (59.3 M) SOUTHWEST OF SURVEY MARK 17670 B, 38.9 FT
 DO9303'(11.9 M) WEST OF A 22-INCH (56 CM) OAK TREE, 23.3 FT (7.1 M) SOUTH OF
 DO9303'A 25-INCH (64 CM) MAPLE TREE, 20.2 FT (6.2 M) WEST OF THE SOUTHEAST
 DO9303'CORNER OF A METAL STORAGE SHED BUILDING, 11.0 FT (3.4 M) SOUTHWEST OF
 DO9303'THE SOUTHWEST CORNER OF A METAL STORAGE SHED BUILDING AND 11.2 FT (3.4
 DO9303'M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9303'
 DO9303'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9303'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9302 ***********************************************************************
 DO9302  DESIGNATION -  17670 B
 DO9302  PID         -  DO9302
 DO9302  STATE/COUNTY-  FL/POLK
 DO9302  COUNTRY     -  US
 DO9302  USGS QUAD   -  POLK CITY (2018)
 DO9302
 DO9302                         *CURRENT SURVEY CONTROL
 DO9302  ______________________________________________________________________
 DO9302* NAD 83(1986) POSITION- 28 10 12.5    (N) 081 49 54.2    (W)   HD_HELD2
 DO9302* NAVD 88 ORTHO HEIGHT -    45.024 (meters)      147.72  (feet) ADJUSTED
 DO9302  ______________________________________________________________________
 DO9302  GEOID HEIGHT    -        -26.861 (meters)                     GEOID18
 DO9302  DYNAMIC HEIGHT  -         44.957 (meters)      147.50  (feet) COMP
 DO9302  MODELED GRAVITY -    979,155.9   (mgal)                       NAVD 88
 DO9302
 DO9302  VERT ORDER      -  FIRST     CLASS II
 DO9302
 DO9302.The horizontal coordinates were established by autonomous hand held GPS
 DO9302.observations and have an estimated accuracy of +/- 10 meters.
 DO9302
 DO9302.The orthometric height was determined by differential leveling and
 DO9302.adjusted by the NATIONAL GEODETIC SURVEY
 DO9302.in December 2013.
 DO9302
 DO9302.No vertical observational check was made to the station.
 DO9302
 DO9302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9302.GEOID18 height accuracy estimate available here.
 DO9302
 DO9302.Click photographs - Photos may exist for this station.
 DO9302
 DO9302.The dynamic height is computed by dividing the NAVD 88
 DO9302.geopotential number by the normal gravity value computed on the
 DO9302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9302.degrees latitude (g = 980.6199 gals.).
 DO9302
 DO9302.The modeled gravity was interpolated from observed gravity values.
 DO9302
 DO9302;                    North         East    Units  Estimated Accuracy
 DO9302;SPC FL W     -   425,074.      216,525.      MT  (+/- 10 meters HH2 GPS)
 DO9302
 DO9302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1835016329(NAD 83)
 DO9302
 DO9302                          SUPERSEDED SURVEY CONTROL
 DO9302
 DO9302.No superseded survey control is available for this station.
 DO9302
 DO9302_MARKER: DD = SURVEY DISK
 DO9302_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9302_STAMPING: 17670 B 2012
 DO9302_MARK LOGO: SFLWMD
 DO9302_PROJECTION: RECESSED 3 CENTIMETERS
 DO9302_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9302_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9302+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2012
 DO9302_ROD/PIPE-DEPTH: 15.8 meters
 DO9302
 DO9302  HISTORY     - Date     Condition        Report By
 DO9302  HISTORY     - 20121218 MONUMENTED       FLDEP
 DO9302
 DO9302                          STATION DESCRIPTION
 DO9302
 DO9302'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9302'THE MARK IS ABOUT 8.7 MI (14.0 KM) EAST OF PROVIDENCE, 7.7 MI (12.4
 DO9302'KM) NORTH-NORTHWEST OF AUBURNDALE, 1.0 MI (1.6 KM) SOUTH-SOUTHWEST OF
 DO9302'POLK CITY, IN SECTION 5, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9302'
 DO9302'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DO9302'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DO9302'WEST ON STATE ROAD 33 (COMMONWEALTH AVENUE SW) FOR 0.55 MI (0.9 KM) TO
 DO9302'THE JUNCTION OF CLEARWATER AVENUE ON THE LEFT.  TURN LEFT ON
 DO9302'CLEARWATER AVENUE AND GO SOUTH FOR 0.6 MI (1.0 KM) TO THE T-JUNCTION
 DO9302'OF CLEARWATER LAKE DRIVE.  TURN RIGHT ON CLEARWATER LAKE DRIVE AND GO
 DO9302'NORTHWEST FOR ABOUT 100.0 FT (30.5 M) TO THE MARK ON THE LEFT, AN
 DO9302'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 51.7 FT (15.8 M) WITH AN
 DO9302'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3
 DO9302'CM) BELOW THE LEVEL OF THE GROUND.
 DO9302'
 DO9302'LOCATED 194.4 FT (59.3 M) NORTHEAST OF SURVEY MARK 17670 A, 37.4 FT
 DO9302'(11.4 M) NORTH-NORTHEAST OF A 24-INCH (61 CM) OAK TREE, 19.5 FT (5.9
 DO9302'M) WEST-NORTHWEST OF THE CENTERLINE OF A CONCRETE DRIVEWAY AT U.S.
 DO9302'MAIL ADDRESS 500 CLEARWATER LAKE DRIVE, 16.6 FT (5.1 M) SOUTHWEST OF
 DO9302'THE CENTERLINE OF CLEARWATER LAKE DRIVE AND 5.8 FT (1.8 M) NORTHEAST
 DO9302'OF A CARSONITE WITNESS POST.
 DO9302'
 DO9302'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9302'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9300 ***********************************************************************
 DO9300  DESIGNATION -  17671 A
 DO9300  PID         -  DO9300
 DO9300  STATE/COUNTY-  FL/POLK
 DO9300  COUNTRY     -  US
 DO9300  USGS QUAD   -  POLK CITY (2018)
 DO9300
 DO9300                         *CURRENT SURVEY CONTROL
 DO9300  ______________________________________________________________________
 DO9300* NAD 83(1986) POSITION- 28 10 46.3    (N) 081 49 27.3    (W)   HD_HELD2
 DO9300* NAVD 88 ORTHO HEIGHT -    47.334 (meters)      155.29  (feet) ADJUSTED
 DO9300  ______________________________________________________________________
 DO9300  GEOID HEIGHT    -        -26.897 (meters)                     GEOID18
 DO9300  DYNAMIC HEIGHT  -         47.264 (meters)      155.07  (feet) COMP
 DO9300  MODELED GRAVITY -    979,156.1   (mgal)                       NAVD 88
 DO9300
 DO9300  VERT ORDER      -  FIRST     CLASS II
 DO9300
 DO9300.The horizontal coordinates were established by autonomous hand held GPS
 DO9300.observations and have an estimated accuracy of +/- 10 meters.
 DO9300
 DO9300.The orthometric height was determined by differential leveling and
 DO9300.adjusted by the NATIONAL GEODETIC SURVEY
 DO9300.in December 2013.
 DO9300
 DO9300.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9300.GEOID18 height accuracy estimate available here.
 DO9300
 DO9300.Click photographs - Photos may exist for this station.
 DO9300
 DO9300.The dynamic height is computed by dividing the NAVD 88
 DO9300.geopotential number by the normal gravity value computed on the
 DO9300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9300.degrees latitude (g = 980.6199 gals.).
 DO9300
 DO9300.The modeled gravity was interpolated from observed gravity values.
 DO9300
 DO9300;                    North         East    Units  Estimated Accuracy
 DO9300;SPC FL W     -   426,116.      217,257.      MT  (+/- 10 meters HH2 GPS)
 DO9300
 DO9300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1909017364(NAD 83)
 DO9300
 DO9300                          SUPERSEDED SURVEY CONTROL
 DO9300
 DO9300.No superseded survey control is available for this station.
 DO9300
 DO9300_MARKER: DD = SURVEY DISK
 DO9300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9300_STAMPING: 17671 A 2008
 DO9300_MARK LOGO: SFLWMD
 DO9300_PROJECTION: FLUSH
 DO9300_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9300+STABILITY: SURFACE MOTION
 DO9300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9300+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO9300
 DO9300  HISTORY     - Date     Condition        Report By
 DO9300  HISTORY     - 2008     MONUMENTED       SFLWMD
 DO9300  HISTORY     - 20121204 GOOD             FLDEP
 DO9300
 DO9300                          STATION DESCRIPTION
 DO9300
 DO9300'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9300'THE MARK IS ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHEAST OF POYNER, 8.2 MI
 DO9300'(13.2 KM) NORTH-NORTHWEST OF AUBURNDALE, IN POLK CITY, IN SECTION 32,
 DO9300'TOWNSHIP 26 SOUTH, RANGE 25 EAST.
 DO9300'
 DO9300'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DO9300'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DO9300'SOUTHWEST ON STATE ROAD 559 (BROADWAY BOULEVARD) FOR 0.15 MI (0.2 KM)
 DO9300'TO THE JUNCTION OF LAKESHORE DRIVE ON THE LEFT.  TURN LEFT ON
 DO9300'LAKESHORE DRIVE AND GO SOUTHEAST FOR 0.1 MI (0.2 KM) TO 202 LAKESHORE
 DO9300'DRIVE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM DISK SET IN
 DO9300'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DO9300'
 DO9300'LOCATED 239.0 FT (72.8 M) NORTH-NORTHEAST OF SURVEY MARK 17671 B, 18.5
 DO9300'FT (5.6 M) SOUTH OF THE CENTERLINE OF LAKESHORE DRIVE, 11.4 FT (3.5 M)
 DO9300'WEST OF THE CENTERLINE OF THE DRIVEWAY TO 202 LAKESHORE DRIVE, 8.8 FT
 DO9300'(2.7 M) SOUTHEAST OF THE CENTER OF A 24-INCH (61 CM) CORRUGATED METAL
 DO9300'PIPE AND 0.7 FT (21 CM) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9301 ***********************************************************************
 DO9301  DESIGNATION -  17671 B
 DO9301  PID         -  DO9301
 DO9301  STATE/COUNTY-  FL/POLK
 DO9301  COUNTRY     -  US
 DO9301  USGS QUAD   -  POLK CITY (2018)
 DO9301
 DO9301                         *CURRENT SURVEY CONTROL
 DO9301  ______________________________________________________________________
 DO9301* NAD 83(1986) POSITION- 28 10 43.9    (N) 081 49 28.3    (W)   HD_HELD2
 DO9301* NAVD 88 ORTHO HEIGHT -    42.012 (meters)      137.83  (feet) ADJUSTED
 DO9301  ______________________________________________________________________
 DO9301  GEOID HEIGHT    -        -26.895 (meters)                     GEOID18
 DO9301  DYNAMIC HEIGHT  -         41.949 (meters)      137.63  (feet) COMP
 DO9301  MODELED GRAVITY -    979,156.1   (mgal)                       NAVD 88
 DO9301
 DO9301  VERT ORDER      -  FIRST     CLASS II
 DO9301
 DO9301.The horizontal coordinates were established by autonomous hand held GPS
 DO9301.observations and have an estimated accuracy of +/- 10 meters.
 DO9301
 DO9301.The orthometric height was determined by differential leveling and
 DO9301.adjusted by the NATIONAL GEODETIC SURVEY
 DO9301.in December 2013.
 DO9301
 DO9301.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9301.GEOID18 height accuracy estimate available here.
 DO9301
 DO9301.Click photographs - Photos may exist for this station.
 DO9301
 DO9301.The dynamic height is computed by dividing the NAVD 88
 DO9301.geopotential number by the normal gravity value computed on the
 DO9301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9301.degrees latitude (g = 980.6199 gals.).
 DO9301
 DO9301.The modeled gravity was interpolated from observed gravity values.
 DO9301
 DO9301;                    North         East    Units  Estimated Accuracy
 DO9301;SPC FL W     -   426,042.      217,230.      MT  (+/- 10 meters HH2 GPS)
 DO9301
 DO9301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1906317291(NAD 83)
 DO9301
 DO9301                          SUPERSEDED SURVEY CONTROL
 DO9301
 DO9301.No superseded survey control is available for this station.
 DO9301
 DO9301_MARKER: DD = SURVEY DISK
 DO9301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9301_STAMPING: 17671 B 2008
 DO9301_MARK LOGO: SFLWMD
 DO9301_PROJECTION: FLUSH
 DO9301_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9301+STABILITY: SURFACE MOTION
 DO9301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9301+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO9301
 DO9301  HISTORY     - Date     Condition        Report By
 DO9301  HISTORY     - 2008     MONUMENTED       SFLWMD
 DO9301  HISTORY     - 20121204 GOOD             FLDEP
 DO9301
 DO9301                          STATION DESCRIPTION
 DO9301
 DO9301'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9301'THE MARK IS ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHEAST OF POYNER, 8.1 MI
 DO9301'(13.0 KM) NORTH-NORTHWEST OF AUBURNDALE, IN POLK CITY, IN SECTION 32,
 DO9301'TOWNSHIP 26 SOUTH, RANGE 25 EAST.
 DO9301'
 DO9301'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DO9301'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DO9301'SOUTHWEST ON STATE ROAD 559 (BROADWAY BOULEVARD) FOR 0.15 MI (0.2 KM)
 DO9301'TO THE JUNCTION OF LAKESHORE DRIVE ON THE LEFT.  TURN LEFT ON
 DO9301'LAKESHORE DRIVE AND GO SOUTHEAST FOR 0.1 MI (0.2 KM) TO 202 LAKESHORE
 DO9301'DRIVE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM DISK SET IN
 DO9301'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DO9301'
 DO9301'LOCATED 239.0 FT (72.8 M) SOUTH-SOUTHWEST OF SURVEY MARK 17671 A,
 DO9301'100.6 FT (30.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY
 DO9301'BLOCK HOUSE, 98.5 FT (30.0 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF AN
 DO9301'INLET IN THE DRIVEWAY AT 202 LAKESHORE DRIVE, 52.0 FT (15.8 M)
 DO9301'WEST-NORTHWEST OF A 57-INCH (145 CM) EARLEAF ACACIA TREE, 7.2 FT (2.2
 DO9301'M) SOUTH OF A 32-INCH (81 CM) EARLEAF ACACIA TREE AND 1.0 FT (0.3 M)
 DO9301'SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9293 ***********************************************************************
 DO9293  DESIGNATION -  17672 A
 DO9293  PID         -  DO9293
 DO9293  STATE/COUNTY-  FL/POLK
 DO9293  COUNTRY     -  US
 DO9293  USGS QUAD   -  POLK CITY (2018)
 DO9293
 DO9293                         *CURRENT SURVEY CONTROL
 DO9293  ______________________________________________________________________
 DO9293* NAD 83(1986) POSITION- 28 09 40.6    (N) 081 48 07.1    (W)   HD_HELD2
 DO9293* NAVD 88 ORTHO HEIGHT -    47.495 (meters)      155.82  (feet) ADJUSTED
 DO9293  ______________________________________________________________________
 DO9293  GEOID HEIGHT    -        -26.911 (meters)                     GEOID18
 DO9293  DYNAMIC HEIGHT  -         47.424 (meters)      155.59  (feet) COMP
 DO9293  MODELED GRAVITY -    979,152.3   (mgal)                       NAVD 88
 DO9293
 DO9293  VERT ORDER      -  FIRST     CLASS II
 DO9293
 DO9293.The horizontal coordinates were established by autonomous hand held GPS
 DO9293.observations and have an estimated accuracy of +/- 10 meters.
 DO9293
 DO9293.The orthometric height was determined by differential leveling and
 DO9293.adjusted by the NATIONAL GEODETIC SURVEY
 DO9293.in December 2013.
 DO9293
 DO9293.No vertical observational check was made to the station.
 DO9293
 DO9293.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9293.GEOID18 height accuracy estimate available here.
 DO9293
 DO9293.Click photographs - Photos may exist for this station.
 DO9293
 DO9293.The dynamic height is computed by dividing the NAVD 88
 DO9293.geopotential number by the normal gravity value computed on the
 DO9293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9293.degrees latitude (g = 980.6199 gals.).
 DO9293
 DO9293.The modeled gravity was interpolated from observed gravity values.
 DO9293
 DO9293;                    North         East    Units  Estimated Accuracy
 DO9293;SPC FL W     -   424,097.      219,448.      MT  (+/- 10 meters HH2 GPS)
 DO9293
 DO9293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2126415328(NAD 83)
 DO9293
 DO9293                          SUPERSEDED SURVEY CONTROL
 DO9293
 DO9293.No superseded survey control is available for this station.
 DO9293
 DO9293_MARKER: DD = SURVEY DISK
 DO9293_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9293_STAMPING: 17672 A 2012
 DO9293_MARK LOGO: SWFWMD
 DO9293_PROJECTION: RECESSED 3 CENTIMETERS
 DO9293_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9293+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2015
 DO9293_ROD/PIPE-DEPTH: 6.0 meters
 DO9293
 DO9293  HISTORY     - Date     Condition        Report By
 DO9293  HISTORY     - 20121212 MONUMENTED       FLDEP
 DO9293  HISTORY     - 20150826 GOOD             FLDEP
 DO9293
 DO9293                          STATION DESCRIPTION
 DO9293
 DO9293'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9293'THE MARK IS ABOUT 10.3 MI (16.6 KM) SOUTH-SOUTHEAST OF POYNER, 6.7 MI
 DO9293'(10.8 KM) NORTH OF AUBURNDALE, 2.0 MI (3.2 KM) SOUTHEAST OF POLK CITY,
 DO9293'IN SECTION 3, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9293'
 DO9293'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DO9293'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DO9293'SOUTHEAST ON COUNTY ROAD 559 (BROADWAY BOULEVARD) FOR 1.8 MI (2.9 KM)
 DO9293'TO THE JUNCTION OF COUNTY ROAD 557-A STRAIGHT AHEAD.  TURN RIGHT ON
 DO9293'COUNTY ROAD 559 AND GO SOUTH FOR 0.35 MI (0.6 KM) TO 1521 COUNTY ROAD
 DO9293'559 AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO9293'DEPTH OF 19.7 FT (6.0 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10
 DO9293'CM) PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND
 DO9293'LEVEL WITH STATE ROAD 559.
 DO9293'
 DO9293'LOCATED 316.0 FT (96.3 M) WEST OF SURVEY MARK 17672 B, 45.8 FT (14.0
 DO9293'M) WEST OF THE CENTERLINE OF STATE ROAD 559, 20.6 FT (6.3 M)
 DO9293'WEST-NORTHWEST OF POWER POLE NUMBER 308814, 10.0 FT (3.0 M) NORTH OF
 DO9293'THE CENTERLINE OF THE DRIVEWAY AT ADDRESS OF 1521 COUNTY ROAD 559, 2.8
 DO9293'FT (0.9 M) NORTH OF A 6.0 FT (1.8 M) TALL CHAIN LINK FENCE, 1.6 FT
 DO9293'(0.5 M) EAST OF A 6.0 FT (1.8 M) TALL CHAIN LINK FENCE AND 1.0 FT (0.3
 DO9293'M) EAST OF A CARSONITE WITNESS POST.
 DO9293'
 DO9293'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9293'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9293
 DO9293                          STATION RECOVERY (2015)
 DO9293
 DO9293'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DO9293'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9294 ***********************************************************************
 DO9294  DESIGNATION -  17672 B
 DO9294  PID         -  DO9294
 DO9294  STATE/COUNTY-  FL/POLK
 DO9294  COUNTRY     -  US
 DO9294  USGS QUAD   -  POLK CITY (2018)
 DO9294
 DO9294                         *CURRENT SURVEY CONTROL
 DO9294  ______________________________________________________________________
 DO9294* NAD 83(1986) POSITION- 28 09 40.3    (N) 081 48 10.8    (W)   HD_HELD2
 DO9294* NAVD 88 ORTHO HEIGHT -    41.648 (meters)      136.64  (feet) ADJUSTED
 DO9294  ______________________________________________________________________
 DO9294  GEOID HEIGHT    -        -26.909 (meters)                     GEOID18
 DO9294  DYNAMIC HEIGHT  -         41.585 (meters)      136.43  (feet) COMP
 DO9294  MODELED GRAVITY -    979,152.4   (mgal)                       NAVD 88
 DO9294
 DO9294  VERT ORDER      -  FIRST     CLASS II
 DO9294
 DO9294.The horizontal coordinates were established by autonomous hand held GPS
 DO9294.observations and have an estimated accuracy of +/- 10 meters.
 DO9294
 DO9294.The orthometric height was determined by differential leveling and
 DO9294.adjusted by the NATIONAL GEODETIC SURVEY
 DO9294.in December 2013.
 DO9294
 DO9294.No vertical observational check was made to the station.
 DO9294
 DO9294.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9294.GEOID18 height accuracy estimate available here.
 DO9294
 DO9294.Click photographs - Photos may exist for this station.
 DO9294
 DO9294.The dynamic height is computed by dividing the NAVD 88
 DO9294.geopotential number by the normal gravity value computed on the
 DO9294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9294.degrees latitude (g = 980.6199 gals.).
 DO9294
 DO9294.The modeled gravity was interpolated from observed gravity values.
 DO9294
 DO9294;                    North         East    Units  Estimated Accuracy
 DO9294;SPC FL W     -   424,087.      219,347.      MT  (+/- 10 meters HH2 GPS)
 DO9294
 DO9294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2116315319(NAD 83)
 DO9294
 DO9294                          SUPERSEDED SURVEY CONTROL
 DO9294
 DO9294.No superseded survey control is available for this station.
 DO9294
 DO9294_MARKER: DD = SURVEY DISK
 DO9294_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9294_STAMPING: 17672 B 2012
 DO9294_MARK LOGO: SFLWMD
 DO9294_PROJECTION: RECESSED 5 CENTIMETERS
 DO9294_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9294_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9294+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2012
 DO9294_ROD/PIPE-DEPTH: 20.5 meters
 DO9294
 DO9294  HISTORY     - Date     Condition        Report By
 DO9294  HISTORY     - 20121209 MONUMENTED       FLDEP
 DO9294
 DO9294                          STATION DESCRIPTION
 DO9294
 DO9294'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9294'THE MARK IS ABOUT 10.2 MI (16.4 KM) SOUTH-SOUTHEAST OF POYNER, 6.7 MI
 DO9294'(10.8 KM) NORTH OF AUBURNDALE, 1.9 MI (3.1 KM) SOUTHEAST OF POLK CITY,
 DO9294'IN SECTION 3, TOWNSHIP 27 SOUTH, RANGE 25 EAST.
 DO9294'
 DO9294'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DO9294'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DO9294'SOUTHEAST ON COUNTY ROAD 559 (BROADWAY BOULEVARD) FOR 1.8 MI (2.9 KM)
 DO9294'TO THE JUNCTION OF COUNTY ROAD 557-A STRAIGHT AHEAD.  TURN RIGHT ON
 DO9294'COUNTY ROAD 559 AND GO SOUTH FOR 0.35 MI (0.6 KM) TO THE DRIVEWAY AT
 DO9294'1521 COUNTY ROAD 559.  TURN RIGHT ON THE DRIVEWAY AND GO WEST FOR
 DO9294'ABOUT 360.0 FT (109.7 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD
 DO9294'DRIVEN TO REFUSAL AT A DEPTH OF 67.1 FT (20.5 M) WITH AN ALUMINUM DISK
 DO9294'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DO9294'LEVEL OF THE GROUND.
 DO9294'
 DO9294'LOCATED 316.0 FT (96.3 M) WEST OF SURVEY MARK 17672 B, 64.2 FT (19.6
 DO9294'M) SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY BLOCK HOUSE, 55.0
 DO9294'FT (16.8 M) EAST-SOUTHEAST OF A STAFF GAUGE, 16.1 FT (4.9 M) NORTHWEST
 DO9294'OF A 15-INCH (38 CM) OAK TREE, 1.9 FT (0.6 M) NORTH OF A 4.0 FT (1.2
 DO9294'M) TALL CHAIN LINK FENCE AND 1.8 FT (0.5 M) A CARSONITE WITNESS POST.
 DO9294'
 DO9294'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9294'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9339 ***********************************************************************
 DO9339  DESIGNATION -  17675 A
 DO9339  PID         -  DO9339
 DO9339  STATE/COUNTY-  FL/POLK
 DO9339  COUNTRY     -  US
 DO9339  USGS QUAD   -  LAKELAND (2018)
 DO9339
 DO9339                         *CURRENT SURVEY CONTROL
 DO9339  ______________________________________________________________________
 DO9339* NAD 83(1986) POSITION- 28 06 15.1    (N) 081 57 01.4    (W)   HD_HELD2
 DO9339* NAVD 88 ORTHO HEIGHT -    44.539 (meters)      146.13  (feet) ADJUSTED
 DO9339  ______________________________________________________________________
 DO9339  GEOID HEIGHT    -        -26.394 (meters)                     GEOID18
 DO9339  DYNAMIC HEIGHT  -         44.473 (meters)      145.91  (feet) COMP
 DO9339  MODELED GRAVITY -    979,161.3   (mgal)                       NAVD 88
 DO9339
 DO9339  VERT ORDER      -  SECOND    CLASS I
 DO9339
 DO9339.The horizontal coordinates were established by autonomous hand held GPS
 DO9339.observations and have an estimated accuracy of +/- 10 meters.
 DO9339
 DO9339.The orthometric height was determined by differential leveling and
 DO9339.adjusted by the NATIONAL GEODETIC SURVEY
 DO9339.in January 2014.
 DO9339
 DO9339.No vertical observational check was made to the station.
 DO9339
 DO9339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9339.GEOID18 height accuracy estimate available here.
 DO9339
 DO9339.Click photographs - Photos may exist for this station.
 DO9339
 DO9339.The dynamic height is computed by dividing the NAVD 88
 DO9339.geopotential number by the normal gravity value computed on the
 DO9339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9339.degrees latitude (g = 980.6199 gals.).
 DO9339
 DO9339.The modeled gravity was interpolated from observed gravity values.
 DO9339
 DO9339;                    North         East    Units  Estimated Accuracy
 DO9339;SPC FL W     -   417,756.      204,875.      MT  (+/- 10 meters HH2 GPS)
 DO9339
 DO9339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0664309109(NAD 83)
 DO9339
 DO9339                          SUPERSEDED SURVEY CONTROL
 DO9339
 DO9339.No superseded survey control is available for this station.
 DO9339
 DO9339_MARKER: DD = SURVEY DISK
 DO9339_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9339_STAMPING: 17675 A 2012
 DO9339_MARK LOGO: SWFWMD
 DO9339_PROJECTION: RECESSED 5 CENTIMETERS
 DO9339_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9339_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9339_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9339+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DO9339_ROD/PIPE-DEPTH: 8.4 meters
 DO9339
 DO9339  HISTORY     - Date     Condition        Report By
 DO9339  HISTORY     - 20120807 MONUMENTED       FLDEP
 DO9339
 DO9339                          STATION DESCRIPTION
 DO9339
 DO9339'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9339'THE MARK IS ABOUT 6.1 MI (9.8 KM) SOUTHEAST OF SOCRUM, 4.5 MI (7.2 KM)
 DO9339'NORTH OF LAKELAND, 3.7 MI (6.0 KM) SOUTH-SOUTHEAST OF PROVIDENCE, IN
 DO9339'SECTION 30, TOWNSHIP 27 SOUTH, RANGE 24 EAST.
 DO9339'
 DO9339'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND MARCUM
 DO9339'ROAD IN LAKELAND, GO EAST ON MARCUM ROAD FOR 1.7 MI (2.7 KM) TO THE
 DO9339'INTERSECTION OF NORTH SOCRUM LOOP ROAD (COUNTY ROAD 582) ON THE RIGHT
 DO9339'AND GRADY MOCK ROAD ON THE LEFT.  TURN RIGHT ON NORTH SOCRUM LOOP
 DO9339'(COUNTY ROAD 582) AND GO SOUTH FOR 1.8 MI (2.9 KM) TO THE MARK ON THE
 DO9339'RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 27.6 FT
 DO9339'(8.4 M) ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM)
 DO9339'BELOW THE LEVEL OF THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF
 DO9339'NORTH SOCRUM LOOP ROAD.
 DO9339'
 DO9339'LOCATED 98.0 FT (29.9 M) WEST-NORTHWEST OF A STEEL GUARDRAIL, 59.2 FT
 DO9339'(18.0 M) NORTHWEST OF SURVEY MARK 17675 B, 41.0 FT (12.5 M) SOUTHEAST
 DO9339'OF THE SOUTHEAST BRICK CORNER POST OF THE PAVILION, 1.7 FT (0.5 M)
 DO9339'SOUTH-SOUTHEAST OF A WOODEN HAND RAIL AND 1.6 FT (0.5 M) SOUTHEAST OF
 DO9339'A CARSONITE WITNESS POST.
 DO9339'
 DO9339'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9338 ***********************************************************************
 DO9338  DESIGNATION -  17675 B
 DO9338  PID         -  DO9338
 DO9338  STATE/COUNTY-  FL/POLK
 DO9338  COUNTRY     -  US
 DO9338  USGS QUAD   -  LAKELAND (2018)
 DO9338
 DO9338                         *CURRENT SURVEY CONTROL
 DO9338  ______________________________________________________________________
 DO9338* NAD 83(1986) POSITION- 28 06 14.9    (N) 081 57 01.2    (W)   HD_HELD2
 DO9338* NAVD 88 ORTHO HEIGHT -    44.712 (meters)      146.69  (feet) ADJUSTED
 DO9338  ______________________________________________________________________
 DO9338  GEOID HEIGHT    -        -26.394 (meters)                     GEOID18
 DO9338  DYNAMIC HEIGHT  -         44.646 (meters)      146.48  (feet) COMP
 DO9338  MODELED GRAVITY -    979,161.3   (mgal)                       NAVD 88
 DO9338
 DO9338  VERT ORDER      -  SECOND    CLASS I
 DO9338
 DO9338.The horizontal coordinates were established by autonomous hand held GPS
 DO9338.observations and have an estimated accuracy of +/- 10 meters.
 DO9338
 DO9338.The orthometric height was determined by differential leveling and
 DO9338.adjusted by the NATIONAL GEODETIC SURVEY
 DO9338.in January 2014.
 DO9338
 DO9338.No vertical observational check was made to the station.
 DO9338
 DO9338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9338.GEOID18 height accuracy estimate available here.
 DO9338
 DO9338.Click photographs - Photos may exist for this station.
 DO9338
 DO9338.The dynamic height is computed by dividing the NAVD 88
 DO9338.geopotential number by the normal gravity value computed on the
 DO9338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9338.degrees latitude (g = 980.6199 gals.).
 DO9338
 DO9338.The modeled gravity was interpolated from observed gravity values.
 DO9338
 DO9338;                    North         East    Units  Estimated Accuracy
 DO9338;SPC FL W     -   417,750.      204,880.      MT  (+/- 10 meters HH2 GPS)
 DO9338
 DO9338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0664809103(NAD 83)
 DO9338
 DO9338                          SUPERSEDED SURVEY CONTROL
 DO9338
 DO9338.No superseded survey control is available for this station.
 DO9338
 DO9338_MARKER: DD = SURVEY DISK
 DO9338_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9338_STAMPING: 17675 B 2012
 DO9338_MARK LOGO: SWFWMD
 DO9338_PROJECTION: RECESSED 8 CENTIMETERS
 DO9338_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9338+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DO9338_ROD/PIPE-DEPTH: 8.7 meters
 DO9338
 DO9338  HISTORY     - Date     Condition        Report By
 DO9338  HISTORY     - 20120807 MONUMENTED       FLDEP
 DO9338
 DO9338                          STATION DESCRIPTION
 DO9338
 DO9338'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9338'THE MARK IS ABOUT 6.1 MI (9.8 KM) SOUTHEAST OF SOCRUM, 4.5 MI (7.2 KM)
 DO9338'NORTH OF LAKELAND, 3.7 MI (6.0 KM) SOUTH-SOUTHEAST OF PROVIDENCE, IN
 DO9338'SECTION 30, TOWNSHIP 27 SOUTH, RANGE 24 EAST.
 DO9338'
 DO9338'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND MARCUM
 DO9338'ROAD IN LAKELAND, GO EAST ON MARCUM ROAD FOR 1.7 MI (2.7 KM) TO THE
 DO9338'INTERSECTION OF NORTH SOCRUM LOOP ROAD (COUNTY ROAD 582) ON THE RIGHT
 DO9338'AND GRADY MOCK ROAD ON THE LEFT.  TURN RIGHT ON NORTH SOCRUM LOOP
 DO9338'(COUNTY ROAD 582) AND GO SOUTH FOR 1.8 MI (2.9 KM) TO THE MARK ON THE
 DO9338'RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 28.4 FT
 DO9338'(8.7 M) ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.3 FT (9 CM)
 DO9338'BELOW THE LEVEL OF THE GROUND AND 1.8 FT (0.5 M) BELOW THE LEVEL OF
 DO9338'NORTH SOCRUM LOOP ROAD.
 DO9338'
 DO9338'LOCATED 65.0 FT (19.8 M) NORTH-NORTHEAST OF A YELLOW FIRE HYDRANT,
 DO9338'59.2 FT (18.0 M) SOUTHEAST OF SURVEY MARK 17675 A, 46.3 FT (14.1 M)
 DO9338'NORTH OF AN WOODEN UTILITY POLE 114976, 39.6 FT (12.1 M)
 DO9338'WEST-NORTHWEST OF A STEEL GUARDRAIL AND 1.7 FT (0.5 M) WEST-SOUTHWEST
 DO9338'OF A CARSONITE WITNESS POST.
 DO9338'
 DO9338'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8885 ***********************************************************************
 DO8885  DESIGNATION -  17693 A
 DO8885  PID         -  DO8885
 DO8885  STATE/COUNTY-  FL/POLK
 DO8885  COUNTRY     -  US
 DO8885  USGS QUAD   -  GUM LAKE (2018)
 DO8885
 DO8885                         *CURRENT SURVEY CONTROL
 DO8885  ______________________________________________________________________
 DO8885* NAD 83(1986) POSITION- 28 14 27.4    (N) 081 39 08.3    (W)   HD_HELD2
 DO8885* NAVD 88 ORTHO HEIGHT -    59.227 (meters)      194.31  (feet) ADJUSTED
 DO8885  ______________________________________________________________________
 DO8885  GEOID HEIGHT    -        -27.374 (meters)                     GEOID18
 DO8885  DYNAMIC HEIGHT  -         59.139 (meters)      194.03  (feet) COMP
 DO8885  MODELED GRAVITY -    979,151.6   (mgal)                       NAVD 88
 DO8885
 DO8885  VERT ORDER      -  FIRST     CLASS II
 DO8885
 DO8885.The horizontal coordinates were established by autonomous hand held GPS
 DO8885.observations and have an estimated accuracy of +/- 10 meters.
 DO8885
 DO8885.The orthometric height was determined by differential leveling and
 DO8885.adjusted by the NATIONAL GEODETIC SURVEY
 DO8885.in December 2013.
 DO8885
 DO8885.No vertical observational check was made to the station.
 DO8885
 DO8885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8885.GEOID18 height accuracy estimate available here.
 DO8885
 DO8885.Click photographs - Photos may exist for this station.
 DO8885
 DO8885.The dynamic height is computed by dividing the NAVD 88
 DO8885.geopotential number by the normal gravity value computed on the
 DO8885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8885.degrees latitude (g = 980.6199 gals.).
 DO8885
 DO8885.The modeled gravity was interpolated from observed gravity values.
 DO8885
 DO8885;                    North         East    Units  Estimated Accuracy
 DO8885;SPC FL W     -   432,958.      234,122.      MT  (+/- 10 meters HH2 GPS)
 DO8885
 DO8885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3600624065(NAD 83)
 DO8885
 DO8885                          SUPERSEDED SURVEY CONTROL
 DO8885
 DO8885.No superseded survey control is available for this station.
 DO8885
 DO8885_MARKER: DD = SURVEY DISK
 DO8885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8885_STAMPING: 17693 A 2012
 DO8885_MARK LOGO: SWFWMD
 DO8885_PROJECTION: FLUSH
 DO8885_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8885+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2012
 DO8885_ROD/PIPE-DEPTH: 8.5 meters
 DO8885
 DO8885  HISTORY     - Date     Condition        Report By
 DO8885  HISTORY     - 20120818 MONUMENTED       FLDEP
 DO8885
 DO8885                          STATION DESCRIPTION
 DO8885
 DO8885'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8885'THE MARK IS ABOUT 11.2 MI (18.0 KM) EAST-NORTHEAST OF POLK CITY, 8.9
 DO8885'MI (14.3 KM) WEST OF INTERCESSION CITY, 6.3 MI (10.1 KM)
 DO8885'NORTH-NORTHWEST OF DAVENPORT, IN SECTION 7, TOWNSHIP 26 SOUTH, RANGE
 DO8885'27 EAST.
 DO8885'
 DO8885'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 4 AND U.S.
 DO8885'HIGHWAY 27 NEAR DAVENPORT, GO NORTH ON U.S. HIGHWAY 27 FOR 0.5 MI (0.8
 DO8885'KM) TO THE JUNCTION OF RITCHIE ROAD ON THE RIGHT.  TURN RIGHT ON
 DO8885'RITCHIE ROAD AND GO EAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF AN
 DO8885'UNMARKED PAVED ROAD ON THE LEFT.  TURN LEFT ON THE UNMARKED PAVED ROAD
 DO8885'AND GO NORTH FOR 0.1 MI (0.2 KM) TO A FIRE TOWER AND THE MARK ON THE
 DO8885'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 27.9 FT (8.5 M)
 DO8885'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH
 DO8885'THE GROUND AND LEVEL WITH THE UNMARKED PAVED ROAD.
 DO8885'
 DO8885'LOCATED 90.5 FT (27.6 M) EAST OF SURVEY MARK 17693 B, 86.6 FT (26.4 M)
 DO8885'SOUTHEAST OF A WELL HEAD, 68.9 FT (21.0 M) SOUTHEAST OF POWERPOLE
 DO8885'NUMBER 6057779, 35.1 FT (10.7 M) SOUTH OF A CONCRETE WALL, 1.9 FT (0.6
 DO8885'M) WEST OF A CHAIN LINK FENCE AND 1.8 FT (0.5 M) WEST OF A CARSONITE
 DO8885'WITNESS POST.
 DO8885'
 DO8885'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8885'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8886 ***********************************************************************
 DO8886  DESIGNATION -  17693 B
 DO8886  PID         -  DO8886
 DO8886  STATE/COUNTY-  FL/POLK
 DO8886  COUNTRY     -  US
 DO8886  USGS QUAD   -  GUM LAKE (2018)
 DO8886
 DO8886                         *CURRENT SURVEY CONTROL
 DO8886  ______________________________________________________________________
 DO8886* NAD 83(1986) POSITION- 28 14 27.6    (N) 081 39 09.4    (W)   HD_HELD2
 DO8886* NAVD 88 ORTHO HEIGHT -    59.950 (meters)      196.69  (feet) ADJUSTED
 DO8886  ______________________________________________________________________
 DO8886  GEOID HEIGHT    -        -27.373 (meters)                     GEOID18
 DO8886  DYNAMIC HEIGHT  -         59.861 (meters)      196.39  (feet) COMP
 DO8886  MODELED GRAVITY -    979,151.6   (mgal)                       NAVD 88
 DO8886
 DO8886  VERT ORDER      -  FIRST     CLASS II
 DO8886
 DO8886.The horizontal coordinates were established by autonomous hand held GPS
 DO8886.observations and have an estimated accuracy of +/- 10 meters.
 DO8886
 DO8886.The orthometric height was determined by differential leveling and
 DO8886.adjusted by the NATIONAL GEODETIC SURVEY
 DO8886.in December 2013.
 DO8886
 DO8886.No vertical observational check was made to the station.
 DO8886
 DO8886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8886.GEOID18 height accuracy estimate available here.
 DO8886
 DO8886.Click photographs - Photos may exist for this station.
 DO8886
 DO8886.The dynamic height is computed by dividing the NAVD 88
 DO8886.geopotential number by the normal gravity value computed on the
 DO8886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8886.degrees latitude (g = 980.6199 gals.).
 DO8886
 DO8886.The modeled gravity was interpolated from observed gravity values.
 DO8886
 DO8886;                    North         East    Units  Estimated Accuracy
 DO8886;SPC FL W     -   432,964.      234,092.      MT  (+/- 10 meters HH2 GPS)
 DO8886
 DO8886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3597624072(NAD 83)
 DO8886
 DO8886                          SUPERSEDED SURVEY CONTROL
 DO8886
 DO8886.No superseded survey control is available for this station.
 DO8886
 DO8886_MARKER: DD = SURVEY DISK
 DO8886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8886_STAMPING: 17693 B 2012
 DO8886_MARK LOGO: SWFWMD
 DO8886_PROJECTION: FLUSH
 DO8886_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8886+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2012
 DO8886_ROD/PIPE-DEPTH: 10.4 meters
 DO8886
 DO8886  HISTORY     - Date     Condition        Report By
 DO8886  HISTORY     - 20120818 MONUMENTED       FLDEP
 DO8886
 DO8886                          STATION DESCRIPTION
 DO8886
 DO8886'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8886'THE MARK IS ABOUT 11.2 MI (18.0 KM) EAST-NORTHEAST OF POLK CITY, 8.9
 DO8886'MI (14.3 KM) WEST OF INTERCESSION CITY, 6.3 MI (10.1 KM)
 DO8886'NORTH-NORTHWEST OF DAVENPORT, IN SECTION 7, TOWNSHIP 26 SOUTH, RANGE
 DO8886'27 EAST.
 DO8886'
 DO8886'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 4 AND U.S.
 DO8886'HIGHWAY 27 NEAR DAVENPORT, GO NORTH ON U.S. HIGHWAY 27 FOR 0.5 MI (0.8
 DO8886'KM) TO THE JUNCTION OF RITCHIE ROAD ON THE RIGHT.  TURN RIGHT ON
 DO8886'RITCHIE ROAD AND GO EAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF AN
 DO8886'UNMARKED PAVED ROAD ON THE LEFT.  TURN LEFT ON THE UNMARKED PAVED ROAD
 DO8886'AND GO NORTH FOR 0.1 MI (0.2 KM) TO A FIRE TOWER AND THE MARK, AN
 DO8886'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 34.2 FT (10.4 M) WITH AN
 DO8886'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DO8886'GROUND AND LEVEL WITH THE UNMARKED PAVED ROAD.
 DO8886'
 DO8886'LOCATED 90.5 FT (27.6 M) WEST OF SURVEY MARK 17693 A, 80.2 FT (24.4 M)
 DO8886'NORTH OF THE APPROXIMATE CENTERLINE OF A PAVED ROAD, 44.9 FT (13.7 M)
 DO8886'SOUTHWEST OF POWERPOLE NUMBER 6057779, 13.4 FT (4.1 M) SOUTHWEST OF A
 DO8886'WELL HEAD, 2.4 FT (0.7 M) EAST OF A CHAIN LINK FENCE AND 2.0 FT (0.6
 DO8886'M) EAST OF A CARSONITE WITNESS POST.
 DO8886'
 DO8886'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8886'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9304 ***********************************************************************
 DO9304  DESIGNATION -  17698 A
 DO9304  PID         -  DO9304
 DO9304  STATE/COUNTY-  FL/POLK
 DO9304  COUNTRY     -  US
 DO9304  USGS QUAD   -  POLK CITY (2018)
 DO9304
 DO9304                         *CURRENT SURVEY CONTROL
 DO9304  ______________________________________________________________________
 DO9304* NAD 83(1986) POSITION- 28 10 57.3    (N) 081 49 50.1    (W)   HD_HELD2
 DO9304* NAVD 88 ORTHO HEIGHT -    40.948 (meters)      134.34  (feet) ADJUSTED
 DO9304  ______________________________________________________________________
 DO9304  GEOID HEIGHT    -        -26.888 (meters)                     GEOID18
 DO9304  DYNAMIC HEIGHT  -         40.887 (meters)      134.14  (feet) COMP
 DO9304  MODELED GRAVITY -    979,157.0   (mgal)                       NAVD 88
 DO9304
 DO9304  VERT ORDER      -  FIRST     CLASS II
 DO9304
 DO9304.The horizontal coordinates were established by autonomous hand held GPS
 DO9304.observations and have an estimated accuracy of +/- 10 meters.
 DO9304
 DO9304.The orthometric height was determined by differential leveling and
 DO9304.adjusted by the NATIONAL GEODETIC SURVEY
 DO9304.in December 2013.
 DO9304
 DO9304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9304.GEOID18 height accuracy estimate available here.
 DO9304
 DO9304.Click photographs - Photos may exist for this station.
 DO9304
 DO9304.The dynamic height is computed by dividing the NAVD 88
 DO9304.geopotential number by the normal gravity value computed on the
 DO9304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9304.degrees latitude (g = 980.6199 gals.).
 DO9304
 DO9304.The modeled gravity was interpolated from observed gravity values.
 DO9304
 DO9304;                    North         East    Units  Estimated Accuracy
 DO9304;SPC FL W     -   426,453.      216,635.      MT  (+/- 10 meters HH2 GPS)
 DO9304
 DO9304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1847117707(NAD 83)
 DO9304
 DO9304                          SUPERSEDED SURVEY CONTROL
 DO9304
 DO9304.No superseded survey control is available for this station.
 DO9304
 DO9304_MARKER: DD = SURVEY DISK
 DO9304_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9304_STAMPING: 17698 A 2012
 DO9304_MARK LOGO: SFLWMD
 DO9304_PROJECTION: RECESSED 3 CENTIMETERS
 DO9304_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9304+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2012
 DO9304_ROD/PIPE-DEPTH: 4.0 meters
 DO9304
 DO9304  HISTORY     - Date     Condition        Report By
 DO9304  HISTORY     - 20121218 MONUMENTED       FLDEP
 DO9304
 DO9304                          STATION DESCRIPTION
 DO9304
 DO9304'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9304'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTH-NORTHWEST OF AUBURNDALE, 8.4
 DO9304'MI (13.5 KM) SOUTH OF POYNER, IN POLK CITY, IN SECTION 32, TOWNSHIP 26
 DO9304'SOUTH, RANGE 25 EAST.
 DO9304'
 DO9304'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DO9304'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DO9304'WEST ON STATE ROAD 33 (COMMONWEALTH AVENUE SW) FOR 0.55 MI (0.9 KM) TO
 DO9304'THE JUNCTION OF PINE AVENUE ON THE RIGHT.  TURN RIGHT ON PINE AVENUE
 DO9304'AND GO NORTH FOR 0.2 MI (0.3 KM) TO A WELL MONITORING SITE AND THE
 DO9304'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO9304'13.1 FT (4.0 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DO9304'PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL
 DO9304'WITH PINE AVENUE.
 DO9304'
 DO9304'LOCATED 65.0 FT (19.8 M) EAST OF THE CENTERLINE OF PINE AVENUE, 55.1
 DO9304'FT (16.8 M) SOUTH-SOUTHWEST OF SURVEY MARK 17698 B, 20.3 FT (6.2 M)
 DO9304'SOUTH OF THE NORTHERLY MOST MONITORING WELL, 3.3 FT (1.0 M)
 DO9304'NORTH-NORTHWEST OF THE SOUTHERLY MOST MONITORING WELL AND 1.7 FT (0.5
 DO9304'M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 DO9304'
 DO9304'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9304'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9305 ***********************************************************************
 DO9305  DESIGNATION -  17698 B
 DO9305  PID         -  DO9305
 DO9305  STATE/COUNTY-  FL/POLK
 DO9305  COUNTRY     -  US
 DO9305  USGS QUAD   -  POLK CITY (2018)
 DO9305
 DO9305                         *CURRENT SURVEY CONTROL
 DO9305  ______________________________________________________________________
 DO9305* NAD 83(1986) POSITION- 28 10 57.8    (N) 081 49 50.0    (W)   HD_HELD2
 DO9305* NAVD 88 ORTHO HEIGHT -    40.602 (meters)      133.21  (feet) ADJUSTED
 DO9305  ______________________________________________________________________
 DO9305  GEOID HEIGHT    -        -26.888 (meters)                     GEOID18
 DO9305  DYNAMIC HEIGHT  -         40.542 (meters)      133.01  (feet) COMP
 DO9305  MODELED GRAVITY -    979,157.0   (mgal)                       NAVD 88
 DO9305
 DO9305  VERT ORDER      -  FIRST     CLASS II
 DO9305
 DO9305.The horizontal coordinates were established by autonomous hand held GPS
 DO9305.observations and have an estimated accuracy of +/- 10 meters.
 DO9305
 DO9305.The orthometric height was determined by differential leveling and
 DO9305.adjusted by the NATIONAL GEODETIC SURVEY
 DO9305.in December 2013.
 DO9305
 DO9305.No vertical observational check was made to the station.
 DO9305
 DO9305.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9305.GEOID18 height accuracy estimate available here.
 DO9305
 DO9305.Click photographs - Photos may exist for this station.
 DO9305
 DO9305.The dynamic height is computed by dividing the NAVD 88
 DO9305.geopotential number by the normal gravity value computed on the
 DO9305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9305.degrees latitude (g = 980.6199 gals.).
 DO9305
 DO9305.The modeled gravity was interpolated from observed gravity values.
 DO9305
 DO9305;                    North         East    Units  Estimated Accuracy
 DO9305;SPC FL W     -   426,469.      216,638.      MT  (+/- 10 meters HH2 GPS)
 DO9305
 DO9305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1847417722(NAD 83)
 DO9305
 DO9305                          SUPERSEDED SURVEY CONTROL
 DO9305
 DO9305.No superseded survey control is available for this station.
 DO9305
 DO9305_MARKER: DD = SURVEY DISK
 DO9305_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9305_STAMPING: 17698 B 2012
 DO9305_MARK LOGO: SFLWMD
 DO9305_PROJECTION: RECESSED 3 CENTIMETERS
 DO9305_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9305_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9305_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9305+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2012
 DO9305_ROD/PIPE-DEPTH: 14.6 meters
 DO9305
 DO9305  HISTORY     - Date     Condition        Report By
 DO9305  HISTORY     - 20121218 MONUMENTED       FLDEP
 DO9305
 DO9305                          STATION DESCRIPTION
 DO9305
 DO9305'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9305'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTH-NORTHWEST OF AUBURNDALE, 8.4
 DO9305'MI (13.5 KM) SOUTH OF POYNER, IN POLK CITY, IN SECTION 32, TOWNSHIP 26
 DO9305'SOUTH, RANGE 25 EAST.
 DO9305'
 DO9305'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DO9305'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DO9305'WEST ON STATE ROAD 33 (COMMONWEALTH AVENUE SW) FOR 0.55 MI (0.9 KM) TO
 DO9305'THE JUNCTION OF PINE AVENUE ON THE RIGHT.  TURN RIGHT ON PINE AVENUE
 DO9305'AND GO NORTH FOR 0.2 MI (0.3 KM) TO A WELL MONITORING SITE AND THE
 DO9305'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO9305'48.0 FT (14.6 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DO9305'PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL
 DO9305'WITH PINE AVENUE.
 DO9305'
 DO9305'LOCATED 81.5 FT (24.8 M) EAST OF THE CENTERLINE OF PINE AVENUE, 58.0
 DO9305'FT (17.7 M) NORTH-NORTHEAST OF THE SOUTHERLY MOST MONITORING WELL,
 DO9305'55.1 FT (16.8 M) NORTH-NORTHEAST OF OF SURVEY MARK 17698 A, 34.9 FT
 DO9305'(10.6 M) NORTH OF THE NORTHERLY MOST MONITORING WELL, 1.9 FT (0.6 M)
 DO9305'SOUTHWEST OF THE BARBWIRE FENCE AND 1.9 FT (0.6 M) SOUTHWEST OF A
 DO9305'CARSONITE WITNESS POST.
 DO9305'
 DO9305'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9305'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0082 ***********************************************************************
 AG0082  DESIGNATION -  177
 AG0082  PID         -  AG0082
 AG0082  STATE/COUNTY-  FL/PINELLAS
 AG0082  COUNTRY     -  US
 AG0082  USGS QUAD   -  GANDY BRIDGE (2018)
 AG0082
 AG0082                         *CURRENT SURVEY CONTROL
 AG0082  ______________________________________________________________________
 AG0082* NAD 83(1986) POSITION- 27 54 49.     (N) 082 37 17.     (W)   SCALED
 AG0082* NAVD 88 ORTHO HEIGHT -     0.972 (meters)        3.19  (feet) ADJUSTED
 AG0082  ______________________________________________________________________
 AG0082  GEOID HEIGHT    -        -24.776 (meters)                     GEOID18
 AG0082  DYNAMIC HEIGHT  -          0.970 (meters)        3.18  (feet) COMP
 AG0082  MODELED GRAVITY -    979,184.8   (mgal)                       NAVD 88
 AG0082
 AG0082  VERT ORDER      -  SECOND    CLASS II
 AG0082
 AG0082.The horizontal coordinates were scaled from a map and have
 AG0082.an estimated accuracy of +/- 6 seconds.
 AG0082
 AG0082.The orthometric height was determined by differential leveling and
 AG0082.adjusted by the NATIONAL GEODETIC SURVEY
 AG0082.in June 1991.
 AG0082
 AG0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0082.GEOID18 height accuracy estimate available here.
 AG0082
 AG0082.Click photographs - Photos may exist for this station.
 AG0082
 AG0082.The dynamic height is computed by dividing the NAVD 88
 AG0082.geopotential number by the normal gravity value computed on the
 AG0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0082.degrees latitude (g = 980.6199 gals.).
 AG0082
 AG0082.The modeled gravity was interpolated from observed gravity values.
 AG0082
 AG0082;                    North         East    Units  Estimated Accuracy
 AG0082;SPC FL W     -   396,790.      138,830.      MT  (+/- 180 meters Scaled)
 AG0082
 AG0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL404886(NAD 83)
 AG0082
 AG0082                          SUPERSEDED SURVEY CONTROL
 AG0082
 AG0082  NGVD 29 (??/??/92)    1.234  (m)            4.05   (f) ADJ UNCH    2 2
 AG0082
 AG0082.Superseded values are not recommended for survey control.
 AG0082
 AG0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0082.See file dsdata.pdf to determine how the superseded data were derived.
 AG0082
 AG0082_MARKER: DD = SURVEY DISK
 AG0082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0082_SP_SET: SEAWALL
 AG0082_STAMPING: 177
 AG0082_MARK LOGO: FLHD
 AG0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0082+STABILITY: SURFACE MOTION
 AG0082
 AG0082  HISTORY     - Date     Condition        Report By
 AG0082  HISTORY     - UNK      MONUMENTED       FLHD
 AG0082  HISTORY     - 1975     GOOD             FLDT
 AG0082
 AG0082                          STATION DESCRIPTION
 AG0082
 AG0082'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0082'2 MI N FROM ST PETERSBURG.
 AG0082'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0082'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET N.
 AG0082'AND EASTERLY ALONG I-75 FOR 4.05 MILES.  STATION ON RIGHT, 105.5
 AG0082'FT. SE OF THE CENTERLINE OF I-75, 136.2 FT. EAST OF LIGHT POLE,
 AG0082'NUMBER 75, S.R.D. STA. 699+96.  SET IN TOP OF CONCRETE SEAWALL.
 AG0082'SECTION 32, T 29S, R 17E.  NOTE-- SEAWALL MAY BE COVERED BY
 AG0082'SAND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7046 ***********************************************************************
 AG7046  DESIGNATION -  177 C OF SP
 AG7046  PID         -  AG7046
 AG7046  STATE/COUNTY-  FL/PINELLAS
 AG7046  COUNTRY     -  US
 AG7046  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7046
 AG7046                         *CURRENT SURVEY CONTROL
 AG7046  ______________________________________________________________________
 AG7046* NAD 83(1986) POSITION- 27 46 38.     (N) 082 41 59.     (W)   SCALED
 AG7046* NAVD 88 ORTHO HEIGHT -    15.238 (meters)       49.99  (feet) ADJUSTED
 AG7046  ______________________________________________________________________
 AG7046  GEOID HEIGHT    -        -24.449 (meters)                     GEOID18
 AG7046  DYNAMIC HEIGHT  -         15.215 (meters)       49.92  (feet) COMP
 AG7046  MODELED GRAVITY -    979,175.9   (mgal)                       NAVD 88
 AG7046
 AG7046  VERT ORDER      -  SECOND    CLASS II
 AG7046
 AG7046.The horizontal coordinates were scaled from a map and have
 AG7046.an estimated accuracy of +/- 6 seconds.
 AG7046
 AG7046.The orthometric height was determined by differential leveling and
 AG7046.adjusted by the NATIONAL GEODETIC SURVEY
 AG7046.in June 1991.
 AG7046
 AG7046.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7046.GEOID18 height accuracy estimate available here.
 AG7046
 AG7046.Click photographs - Photos may exist for this station.
 AG7046
 AG7046.The dynamic height is computed by dividing the NAVD 88
 AG7046.geopotential number by the normal gravity value computed on the
 AG7046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7046.degrees latitude (g = 980.6199 gals.).
 AG7046
 AG7046.The modeled gravity was interpolated from observed gravity values.
 AG7046
 AG7046;                    North         East    Units  Estimated Accuracy
 AG7046;SPC FL W     -   381,720.      131,040.      MT  (+/- 180 meters Scaled)
 AG7046
 AG7046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL325736(NAD 83)
 AG7046
 AG7046                          SUPERSEDED SURVEY CONTROL
 AG7046
 AG7046  NGVD 29 (??/??/92)   15.507  (m)           50.88   (f) ADJ UNCH    2 2
 AG7046
 AG7046.Superseded values are not recommended for survey control.
 AG7046
 AG7046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7046.See file dsdata.pdf to determine how the superseded data were derived.
 AG7046
 AG7046_MARKER: DB = BENCH MARK DISK
 AG7046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7046_PROJECTION: FLUSH
 AG7046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7046+STABILITY: SURFACE MOTION
 AG7046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7046+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2006
 AG7046
 AG7046  HISTORY     - Date     Condition        Report By
 AG7046  HISTORY     - UNK      MONUMENTED       FL2730
 AG7046  HISTORY     - 1977     GOOD             FL-103
 AG7046  HISTORY     - 19990105 GOOD             USPSQD
 AG7046  HISTORY     - 20060116 GOOD             USPSQD
 AG7046  HISTORY     - 20081015 GOOD             PINCPW
 AG7046
 AG7046                          STATION DESCRIPTION
 AG7046
 AG7046'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7046'IN ST PETERSBURG.
 AG7046'THE STATION IS LOCATED AT THE INTERSECTION OF SR 691 49TH ST. N. AND
 AG7046'SR 595 5TH AVE. N. STATION IN N.W. CORNER, 45.5 FT. WEST OF THE
 AG7046'CENTERLINE OF 49TH ST. N., 49.0 FT. NORTH OF THE CENTERLINE OF 5TH
 AG7046'AVE. N., 62.9 FT. S.E. OF THE S.E. CORNER OF A TWO STORY BLOCK
 AG7046'BUILDING EMMANUEL BAPTIST CHURCH, 14.4 FT. S.W. OF A CONCRETE SIGNAL
 AG7046'AND LIGHT POLE NO NUMBER, 0.7 FT. NORTH OF THE BACK OF SIDEWAL, 0.5
 AG7046'FT. WEST OF THE BACK OF SIDEWALK. SET IN THE TOP OF A CONCRETE POST
 AG7046'THAT IS FLUSH WITH THE GROUND.
 AG7046
 AG7046                          STATION RECOVERY (1999)
 AG7046
 AG7046'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7046'RECOVERED IN GOOD CONDITION.
 AG7046
 AG7046                          STATION RECOVERY (2006)
 AG7046
 AG7046'RECOVERY NOTE BY US POWER SQUADRON 2006 (HH)
 AG7046'RECOVERED IN GOOD CONDITION.
 AG7046
 AG7046                          STATION RECOVERY (2008)
 AG7046
 AG7046'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (CB)
 AG7046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3206 ***********************************************************************
 DQ3206  DESIGNATION -  17708A
 DQ3206  PID         -  DQ3206
 DQ3206  STATE/COUNTY-  FL/POLK
 DQ3206  COUNTRY     -  US
 DQ3206  USGS QUAD   -  ROCK RIDGE (2018)
 DQ3206
 DQ3206                         *CURRENT SURVEY CONTROL
 DQ3206  ______________________________________________________________________
 DQ3206* NAD 83(1986) POSITION- 28 18 38.4    (N) 081 54 40.5    (W)   HD_HELD2
 DQ3206* NAVD 88 ORTHO HEIGHT -    33.070 (meters)      108.50  (feet) ADJUSTED
 DQ3206  ______________________________________________________________________
 DQ3206  GEOID HEIGHT    -        -26.829 (meters)                     GEOID18
 DQ3206  DYNAMIC HEIGHT  -         33.021 (meters)      108.34  (feet) COMP
 DQ3206  MODELED GRAVITY -    979,181.4   (mgal)                       NAVD 88
 DQ3206
 DQ3206  VERT ORDER      -  SECOND    CLASS I
 DQ3206
 DQ3206.The horizontal coordinates were established by autonomous hand held GPS
 DQ3206.observations and have an estimated accuracy of +/- 10 meters.
 DQ3206
 DQ3206.The orthometric height was determined by differential leveling and
 DQ3206.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3206.in December 2016.
 DQ3206
 DQ3206.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3206.GEOID18 height accuracy estimate available here.
 DQ3206
 DQ3206.Click photographs - Photos may exist for this station.
 DQ3206
 DQ3206.The dynamic height is computed by dividing the NAVD 88
 DQ3206.geopotential number by the normal gravity value computed on the
 DQ3206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3206.degrees latitude (g = 980.6199 gals.).
 DQ3206
 DQ3206.The modeled gravity was interpolated from observed gravity values.
 DQ3206
 DQ3206;                    North         East    Units  Estimated Accuracy
 DQ3206;SPC FL W     -   440,639.      208,704.      MT  (+/- 10 meters HH2 GPS)
 DQ3206
 DQ3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1065931954(NAD 83)
 DQ3206
 DQ3206                          SUPERSEDED SURVEY CONTROL
 DQ3206
 DQ3206.No superseded survey control is available for this station.
 DQ3206
 DQ3206_MARKER: DD = SURVEY DISK
 DQ3206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3206_STAMPING: 17708A 2008
 DQ3206_MARK LOGO: SWFWMD
 DQ3206_PROJECTION: FLUSH
 DQ3206_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3206+STABILITY: SURFACE MOTION
 DQ3206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3206+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2015
 DQ3206
 DQ3206  HISTORY     - Date     Condition        Report By
 DQ3206  HISTORY     - 20080908 MONUMENTED       SWFWMD
 DQ3206  HISTORY     - 20151008 GOOD             FLDEP
 DQ3206
 DQ3206                          STATION DESCRIPTION
 DQ3206
 DQ3206'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3206'THE MARK IS ABOUT 10.3 MI (16.6 KM) NORTH-NORTHWEST OF POLK CITY, 3.4
 DQ3206'MI (5.5 KM) WEST OF POYNER, 1.7 MI (2.7 KM) EAST-NORTHEAST OF ROCK
 DQ3206'RIDGE, IN SECTION 16, TOWNSHIP 25 SOUTH, RANGE 24 EAST.  PERMISSION
 DQ3206'AND KEY MUST BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT
 DQ3206'DISTRICT.
 DQ3206'
 DQ3206'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 4 OVERPASS
 DQ3206'AND U.S. HIGHWAY 98 IN LAKELAND, GO NORTH ON U.S. HIGHWAY 98 FOR 8.2
 DQ3206'MI (13.2 KM) TO THE INTERSECTION OF ROCK RIDGE ROAD.  TURN RIGHT ON
 DQ3206'ROCK RIDGE ROAD AND GO NORTHEAST FOR 5.4 MI (8.7 KM) TO THE JUNCTION
 DQ3206'OF DEEN STILL ROAD ON THE RIGHT.  CONTINUE NORTHEAST ON ROCK RIDGE
 DQ3206'ROAD FOR 5.6 MI (9.0 KM) TO A GATED GRASS COVERED ROAD ON THE LEFT.
 DQ3206'TURN LEFT PASSING THROUGH THE LOCKED GATE (ENTERING THE GREEN SWAMP
 DQ3206'WILDERNESS PRESERVE EAST TRACT) AND GO WEST ON THE GRASS TRAIL FOR
 DQ3206'0.25 MI (0.40 KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE
 DQ3206'RIGHT, SET IN THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DQ3206'FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE
 DQ3206'GRASS TRAIL.
 DQ3206'
 DQ3206'LOCATED 49.7 FT (15.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DQ3206'GRASS TRAIL, 23.5 FT (7.2 M) SOUTH-SOUTHEAST OF WELL NUMBER 17708,
 DQ3206'18.6 FT (5.7 M) WEST OF THE APPROXIMATE CENTERLINE OF A SECONDARY
 DQ3206'GRASS TRAIL, 18.5 FT (5.6 M) NORTHEAST OF SURVEY MARK 17708B AND 1.2
 DQ3206'FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DQ3206'
 DQ3206'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3207 ***********************************************************************
 DQ3207  DESIGNATION -  17708B
 DQ3207  PID         -  DQ3207
 DQ3207  STATE/COUNTY-  FL/POLK
 DQ3207  COUNTRY     -  US
 DQ3207  USGS QUAD   -  ROCK RIDGE (2018)
 DQ3207
 DQ3207                         *CURRENT SURVEY CONTROL
 DQ3207  ______________________________________________________________________
 DQ3207* NAD 83(1986) POSITION- 28 18 38.1    (N) 081 54 40.8    (W)   HD_HELD2
 DQ3207* NAVD 88 ORTHO HEIGHT -    32.999 (meters)      108.26  (feet) ADJUSTED
 DQ3207  ______________________________________________________________________
 DQ3207  GEOID HEIGHT    -        -26.828 (meters)                     GEOID18
 DQ3207  DYNAMIC HEIGHT  -         32.951 (meters)      108.11  (feet) COMP
 DQ3207  MODELED GRAVITY -    979,181.4   (mgal)                       NAVD 88
 DQ3207
 DQ3207  VERT ORDER      -  SECOND    CLASS I
 DQ3207
 DQ3207.The horizontal coordinates were established by autonomous hand held GPS
 DQ3207.observations and have an estimated accuracy of +/- 10 meters.
 DQ3207
 DQ3207.The orthometric height was determined by differential leveling and
 DQ3207.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3207.in December 2016.
 DQ3207
 DQ3207.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3207.GEOID18 height accuracy estimate available here.
 DQ3207
 DQ3207.Click photographs - Photos may exist for this station.
 DQ3207
 DQ3207.The dynamic height is computed by dividing the NAVD 88
 DQ3207.geopotential number by the normal gravity value computed on the
 DQ3207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3207.degrees latitude (g = 980.6199 gals.).
 DQ3207
 DQ3207.The modeled gravity was interpolated from observed gravity values.
 DQ3207
 DQ3207;                    North         East    Units  Estimated Accuracy
 DQ3207;SPC FL W     -   440,630.      208,696.      MT  (+/- 10 meters HH2 GPS)
 DQ3207
 DQ3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1065131945(NAD 83)
 DQ3207
 DQ3207                          SUPERSEDED SURVEY CONTROL
 DQ3207
 DQ3207.No superseded survey control is available for this station.
 DQ3207
 DQ3207_MARKER: DD = SURVEY DISK
 DQ3207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3207_STAMPING: 17708B 2008
 DQ3207_MARK LOGO: SWFWMD
 DQ3207_PROJECTION: FLUSH
 DQ3207_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3207+STABILITY: SURFACE MOTION
 DQ3207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3207+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2015
 DQ3207
 DQ3207  HISTORY     - Date     Condition        Report By
 DQ3207  HISTORY     - 20080908 MONUMENTED       SWFWMD
 DQ3207  HISTORY     - 20151008 GOOD             FLDEP
 DQ3207
 DQ3207                          STATION DESCRIPTION
 DQ3207
 DQ3207'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3207'THE MARK IS ABOUT 10.3 MI (16.6 KM) NORTH-NORTHWEST OF POLK CITY, 3.4
 DQ3207'MI (5.5 KM) WEST OF POYNER, 1.7 MI (2.7 KM) EAST-NORTHEAST OF ROCK
 DQ3207'RIDGE, IN SECTION 16, TOWNSHIP 25 SOUTH, RANGE 24 EAST.  PERMISSION
 DQ3207'AND KEY MUST BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT
 DQ3207'DISTRICT.
 DQ3207'
 DQ3207'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 4 OVERPASS
 DQ3207'AND U.S. HIGHWAY 98 IN LAKELAND, GO NORTH ON U.S. HIGHWAY 98 FOR 8.2
 DQ3207'MI (13.2 KM) TO THE INTERSECTION OF ROCK RIDGE ROAD.  TURN RIGHT ON
 DQ3207'ROCK RIDGE ROAD AND GO NORTHEAST FOR 5.4 MI (8.7 KM) TO THE JUNCTION
 DQ3207'OF DEEN STILL ROAD ON THE RIGHT.  CONTINUE NORTHEAST ON ROCK RIDGE
 DQ3207'ROAD FOR 5.6 MI (9.0 KM) TO A GATED GRASS COVERED ROAD ON THE LEFT.
 DQ3207'TURN LEFT PASSING THROUGH THE LOCKED GATE (ENTERING THE GREEN SWAMP
 DQ3207'WILDERNESS PRESERVE EAST TRACT) AND GO WEST ON THE GRASS TRAIL FOR
 DQ3207'0.25 MI (0.40 KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE
 DQ3207'RIGHT, SET IN THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DQ3207'FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE
 DQ3207'GRASS TRAIL.
 DQ3207'
 DQ3207'LOCATED 36.0 FT (11.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DQ3207'GRASS TRAIL, 32.0 FT (9.8 M) SOUTH-SOUTHWEST OF WELL NUMBER 17708,
 DQ3207'30.0 FT (9.1 M) WEST OF THE APPROXIMATE CENTERLINE OF A SECONDARY
 DQ3207'GRASS TRAIL, 18.5 FT (5.6 M) SOUTHWEST OF SURVEY MARK 17708A AND 1.0
 DQ3207'FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 DQ3207'
 DQ3207'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8887 ***********************************************************************
 DO8887  DESIGNATION -  17714 A
 DO8887  PID         -  DO8887
 DO8887  STATE/COUNTY-  FL/POLK
 DO8887  COUNTRY     -  US
 DO8887  USGS QUAD   -  GUM LAKE (2018)
 DO8887
 DO8887                         *CURRENT SURVEY CONTROL
 DO8887  ______________________________________________________________________
 DO8887* NAD 83(1986) POSITION- 28 12 03.9    (N) 081 39 15.9    (W)   HD_HELD2
 DO8887* NAVD 88 ORTHO HEIGHT -    40.253 (meters)      132.06  (feet) ADJUSTED
 DO8887  ______________________________________________________________________
 DO8887  GEOID HEIGHT    -        -27.302 (meters)                     GEOID18
 DO8887  DYNAMIC HEIGHT  -         40.193 (meters)      131.87  (feet) COMP
 DO8887  MODELED GRAVITY -    979,148.9   (mgal)                       NAVD 88
 DO8887
 DO8887  VERT ORDER      -  FIRST     CLASS II
 DO8887
 DO8887.The horizontal coordinates were established by autonomous hand held GPS
 DO8887.observations and have an estimated accuracy of +/- 10 meters.
 DO8887
 DO8887.The orthometric height was determined by differential leveling and
 DO8887.adjusted by the NATIONAL GEODETIC SURVEY
 DO8887.in December 2013.
 DO8887
 DO8887.No vertical observational check was made to the station.
 DO8887
 DO8887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8887.GEOID18 height accuracy estimate available here.
 DO8887
 DO8887.Click photographs - Photos may exist for this station.
 DO8887
 DO8887.The dynamic height is computed by dividing the NAVD 88
 DO8887.geopotential number by the normal gravity value computed on the
 DO8887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8887.degrees latitude (g = 980.6199 gals.).
 DO8887
 DO8887.The modeled gravity was interpolated from observed gravity values.
 DO8887
 DO8887;                    North         East    Units  Estimated Accuracy
 DO8887;SPC FL W     -   428,540.      233,927.      MT  (+/- 10 meters HH2 GPS)
 DO8887
 DO8887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3577519651(NAD 83)
 DO8887
 DO8887                          SUPERSEDED SURVEY CONTROL
 DO8887
 DO8887.No superseded survey control is available for this station.
 DO8887
 DO8887_MARKER: DD = SURVEY DISK
 DO8887_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8887_STAMPING: 17714 A 2012
 DO8887_MARK LOGO: SWFWMD
 DO8887_PROJECTION: RECESSED 10 CENTIMETERS
 DO8887_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8887+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2012
 DO8887_ROD/PIPE-DEPTH: 7.3 meters
 DO8887
 DO8887  HISTORY     - Date     Condition        Report By
 DO8887  HISTORY     - 20120912 MONUMENTED       FLDEP
 DO8887
 DO8887                          STATION DESCRIPTION
 DO8887
 DO8887'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8887'THE MARK IS ABOUT 10.4 MI (16.7 KM) EAST OF POLK CITY, 9.9 MI (15.9
 DO8887'KM) WEST-SOUTHWEST OF INTERCESSION CITY, 4.2 MI (6.8 KM) NORTHWEST OF
 DO8887'DAVENPORT, IN SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST.
 DO8887'
 DO8887'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 4 AND U.S.
 DO8887'HIGHWAY 27 NEAR DAVENPORT, GO SOUTH ON U.S. HIGHWAY 27 FOR 2.25 MI
 DO8887'(3.6 KM) TO THE INTERSECTION OF COTTONWOOD DRIVE ON THE LEFT AND HOLLY
 DO8887'HILL GROVE 2 ROAD ON THE RIGHT.  TURN RIGHT ON HOLLY HILL GROVE 2 ROAD
 DO8887'AND GO WEST FOR 0.7 MI (1.1 KM) TO A LOCKED GATE.  CONTINUE WEST ON
 DO8887'HOLLY HILL GROVE 2 ROAD FOR 0.15 MI (0.2 KM) TO A WELL SITE ON THE
 DO8887'RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DO8887'A DEPTH OF 23.9 FT (7.3 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DO8887'(10 CM) PVC PIPE RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND
 DO8887'AND LEVEL WITH HOLLY HILL GROVE 2 ROAD.
 DO8887'
 DO8887'LOCATED 92.8 FT (28.3 M) EAST OF THE APPROXIMATE CENTER OF A METAL
 DO8887'FENCE GATE, 90.0 FT (27.4 M) SOUTH OF A WELL SITE, 52.1 FT (15.9 M)
 DO8887'EAST OF SURVEY MARK 17714 B, 7.4 FT (2.3 M) NORTH OF THE APPROXIMATE
 DO8887'CENTERLINE OF HOLLY HILL GROVE 2 ROAD, 2.7 FT (0.8 M) SOUTH OF A BARB
 DO8887'WIRE FENCE AND 2.4 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST.
 DO8887'
 DO8887'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8887'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO8887'
 DO8887'NOTE KEYS CAN BE OBTAINED FROM SOUTHWEST FLORIDA WATER MANAGEMENT
 DO8887'DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8888 ***********************************************************************
 DO8888  DESIGNATION -  17714 B
 DO8888  PID         -  DO8888
 DO8888  STATE/COUNTY-  FL/POLK
 DO8888  COUNTRY     -  US
 DO8888  USGS QUAD   -  GUM LAKE (2018)
 DO8888
 DO8888                         *CURRENT SURVEY CONTROL
 DO8888  ______________________________________________________________________
 DO8888* NAD 83(1986) POSITION- 28 12 03.9    (N) 081 39 16.4    (W)   HD_HELD2
 DO8888* NAVD 88 ORTHO HEIGHT -    39.940 (meters)      131.04  (feet) ADJUSTED
 DO8888  ______________________________________________________________________
 DO8888  GEOID HEIGHT    -        -27.302 (meters)                     GEOID18
 DO8888  DYNAMIC HEIGHT  -         39.880 (meters)      130.84  (feet) COMP
 DO8888  MODELED GRAVITY -    979,148.9   (mgal)                       NAVD 88
 DO8888
 DO8888  VERT ORDER      -  FIRST     CLASS II
 DO8888
 DO8888.The horizontal coordinates were established by autonomous hand held GPS
 DO8888.observations and have an estimated accuracy of +/- 10 meters.
 DO8888
 DO8888.The orthometric height was determined by differential leveling and
 DO8888.adjusted by the NATIONAL GEODETIC SURVEY
 DO8888.in December 2013.
 DO8888
 DO8888.No vertical observational check was made to the station.
 DO8888
 DO8888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8888.GEOID18 height accuracy estimate available here.
 DO8888
 DO8888.Click photographs - Photos may exist for this station.
 DO8888
 DO8888.The dynamic height is computed by dividing the NAVD 88
 DO8888.geopotential number by the normal gravity value computed on the
 DO8888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8888.degrees latitude (g = 980.6199 gals.).
 DO8888
 DO8888.The modeled gravity was interpolated from observed gravity values.
 DO8888
 DO8888;                    North         East    Units  Estimated Accuracy
 DO8888;SPC FL W     -   428,540.      233,913.      MT  (+/- 10 meters HH2 GPS)
 DO8888
 DO8888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3576119651(NAD 83)
 DO8888
 DO8888                          SUPERSEDED SURVEY CONTROL
 DO8888
 DO8888.No superseded survey control is available for this station.
 DO8888
 DO8888_MARKER: DD = SURVEY DISK
 DO8888_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8888_STAMPING: 17714 B 2012
 DO8888_MARK LOGO: SWFWMD
 DO8888_PROJECTION: RECESSED 10 CENTIMETERS
 DO8888_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8888+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2012
 DO8888_ROD/PIPE-DEPTH: 6.0 meters
 DO8888
 DO8888  HISTORY     - Date     Condition        Report By
 DO8888  HISTORY     - 20120912 MONUMENTED       FLDEP
 DO8888
 DO8888                          STATION DESCRIPTION
 DO8888
 DO8888'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8888'THE MARK IS ABOUT 10.4 MI (16.7 KM) EAST OF POLK CITY, 9.9 MI (15.9
 DO8888'KM) WEST-SOUTHWEST OF INTERCESSION CITY, 4.2 MI (6.8 KM) NORTHWEST OF
 DO8888'DAVENPORT, IN SECTION 19, TOWNSHIP 26 SOUTH, RANGE 27 EAST.
 DO8888'
 DO8888'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 4 AND U.S.
 DO8888'HIGHWAY 27 NEAR DAVENPORT, GO SOUTH ON U.S. HIGHWAY 27 FOR 2.25 MI
 DO8888'(3.6 KM) TO THE INTERSECTION OF COTTONWOOD DRIVE ON THE LEFT AND HOLLY
 DO8888'HILL GROVE 2 ROAD ON THE RIGHT.  TURN RIGHT ON HOLLY HILL GROVE 2 ROAD
 DO8888'AND GO WEST FOR 0.7 MI (1.1 KM) TO A LOCKED GATE.  CONTINUE WEST ON
 DO8888'HOLLY HILL GROVE 2 ROAD FOR 0.15 MI (0.2 KM) TO A WELL SITE ON THE
 DO8888'RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DO8888'A DEPTH OF 19.8 FT (6.0 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DO8888'(10 CM) PVC PIPE RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND
 DO8888'AND LEVEL WITH HOLLY HILL GROVE 2 ROAD.
 DO8888'
 DO8888'LOCATED 85.5 FT (26.1 M) SOUTHWEST OF A WELL SITE, 52.1 FT (15.9 M)
 DO8888'WEST OF SURVEY MARK 17714 A, 42.4 FT (12.9 M) EAST OF THE APPROXIMATE
 DO8888'CENTER OF A METAL FENCE GATE, 10.7 FT (3.3 M) NORTH OF THE APPROXIMATE
 DO8888'CENTERLINE OF HOLLY HILL GROVE 2 ROAD, 2.1 FT (0.6 M) SOUTH OF A BARB
 DO8888'WIRE FENCE AND 1.9 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST.
 DO8888'
 DO8888'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8888'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO8888'
 DO8888'NOTE KEYS CAN BE OBTAINED FROM SOUTHWEST FLORIDA WATER MANAGEMENT
 DO8888'DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8915 ***********************************************************************
 DO8915  DESIGNATION -  17731 A
 DO8915  PID         -  DO8915
 DO8915  STATE/COUNTY-  FL/POLK
 DO8915  COUNTRY     -  US
 DO8915  USGS QUAD   -  WINTER HAVEN (2018)
 DO8915
 DO8915                         *CURRENT SURVEY CONTROL
 DO8915  ______________________________________________________________________
 DO8915* NAD 83(1986) POSITION- 28 06 00.3    (N) 081 37 34.7    (W)   HD_HELD2
 DO8915* NAVD 88 ORTHO HEIGHT -    36.687 (meters)      120.36  (feet) ADJUSTED
 DO8915  ______________________________________________________________________
 DO8915  GEOID HEIGHT    -        -27.092 (meters)                     GEOID18
 DO8915  DYNAMIC HEIGHT  -         36.632 (meters)      120.18  (feet) COMP
 DO8915  MODELED GRAVITY -    979,150.2   (mgal)                       NAVD 88
 DO8915
 DO8915  VERT ORDER      -  FIRST     CLASS II
 DO8915
 DO8915.The horizontal coordinates were established by autonomous hand held GPS
 DO8915.observations and have an estimated accuracy of +/- 10 meters.
 DO8915
 DO8915.The orthometric height was determined by differential leveling and
 DO8915.adjusted by the NATIONAL GEODETIC SURVEY
 DO8915.in December 2013.
 DO8915
 DO8915.No vertical observational check was made to the station.
 DO8915
 DO8915.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8915.GEOID18 height accuracy estimate available here.
 DO8915
 DO8915.Click photographs - Photos may exist for this station.
 DO8915
 DO8915.The dynamic height is computed by dividing the NAVD 88
 DO8915.geopotential number by the normal gravity value computed on the
 DO8915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8915.degrees latitude (g = 980.6199 gals.).
 DO8915
 DO8915.The modeled gravity was interpolated from observed gravity values.
 DO8915
 DO8915;                    North         East    Units  Estimated Accuracy
 DO8915;SPC FL W     -   417,356.      236,721.      MT  (+/- 10 meters HH2 GPS)
 DO8915
 DO8915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3847608447(NAD 83)
 DO8915
 DO8915                          SUPERSEDED SURVEY CONTROL
 DO8915
 DO8915.No superseded survey control is available for this station.
 DO8915
 DO8915_MARKER: DD = SURVEY DISK
 DO8915_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO8915_SP_SET: CULVERT HEADWALL
 DO8915_STAMPING: 17731 A 2012
 DO8915_MARK LOGO: FLDEP
 DO8915_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8915+STABILITY: SURFACE MOTION
 DO8915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8915+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2019
 DO8915
 DO8915  HISTORY     - Date     Condition        Report By
 DO8915  HISTORY     - 20120718 MONUMENTED       FLDEP
 DO8915  HISTORY     - 20190320 GOOD             USPSQD
 DO8915
 DO8915                          STATION DESCRIPTION
 DO8915
 DO8915'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8915'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTHEAST OF WINTER HAVEN, 5.4 MI
 DO8915'(8.7 KM) NORTH OF DUNDEE, 4.5 MI (7.2 KM) SOUTH-SOUTHWEST OF
 DO8915'DAVENPORT, IN SECTION 29, TOWNSHIP 27 SOUTH, RANGE 27 EAST.
 DO8915'
 DO8915'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND STATE
 DO8915'ROAD 17 (U.S. HIGHWAY 27 ALTERNATE AND 10TH STREET SOUTH) IN HAINES
 DO8915'CITY, GO NORTH ON STATE ROAD 17 (U.S. HIGHWAY 27 ALTERNATE AND 10TH
 DO8915'STREET SOUTH) FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF EAST GRACE
 DO8915'AVENUE.  TURN LEFT ON EAST GRACE AVENUE AND GO WEST FOR 0.05 MI (0.1
 DO8915'KM) TO THE INTERSECTION OF SOUTH NINTH STREET AND PONCE DE LEON
 DO8915'BOULEVARD, NOW BY WALKING.  CONTINUE NORTHWEST ON THE CONCRETE WALKWAY
 DO8915'ENTERING LAKE EVA COMMUNITY PARK FOR 0.15 MI (0.2 KM) TO A CONCRETE
 DO8915'CULVERT ON THE LEFT AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF
 DO8915'THE CULVERT HEADWALL AND ABOUT 7.0 FT (2.1 M) BELOW THE LEVEL OF THE
 DO8915'SIDEWALK.
 DO8915'
 DO8915'LOCATED 384.0 FT (117.0 M) SOUTHEAST OF SURVEY MARK 17731 B, 81.6 FT
 DO8915'(24.9 M) SOUTH-SOUTHWEST OF THE SOUTHEAST END OF A CONCRETE RETAINING
 DO8915'WALL, 76.8 FT (23.4 M) SOUTHWEST OF THE SOUTHWEST EDGE OF THE CONCRETE
 DO8915'SIDEWALK AND 5.1 FT (1.6 M) EAST OF THE WEST END OF A CONCRETE
 DO8915'HEADWALL.
 DO8915
 DO8915                          STATION RECOVERY (2019)
 DO8915
 DO8915'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLG)
 DO8915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8916 ***********************************************************************
 DO8916  DESIGNATION -  17731 B
 DO8916  PID         -  DO8916
 DO8916  STATE/COUNTY-  FL/POLK
 DO8916  COUNTRY     -  US
 DO8916  USGS QUAD   -  WINTER HAVEN (2018)
 DO8916
 DO8916                         *CURRENT SURVEY CONTROL
 DO8916  ______________________________________________________________________
 DO8916* NAD 83(1986) POSITION- 28 06 02.8    (N) 081 37 38.0    (W)   HD_HELD2
 DO8916* NAVD 88 ORTHO HEIGHT -    36.704 (meters)      120.42  (feet) ADJUSTED
 DO8916  ______________________________________________________________________
 DO8916  GEOID HEIGHT    -        -27.092 (meters)                     GEOID18
 DO8916  DYNAMIC HEIGHT  -         36.649 (meters)      120.24  (feet) COMP
 DO8916  MODELED GRAVITY -    979,150.2   (mgal)                       NAVD 88
 DO8916
 DO8916  VERT ORDER      -  FIRST     CLASS II
 DO8916
 DO8916.The horizontal coordinates were established by autonomous hand held GPS
 DO8916.observations and have an estimated accuracy of +/- 10 meters.
 DO8916
 DO8916.The orthometric height was determined by differential leveling and
 DO8916.adjusted by the NATIONAL GEODETIC SURVEY
 DO8916.in December 2013.
 DO8916
 DO8916.No vertical observational check was made to the station.
 DO8916
 DO8916.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8916.GEOID18 height accuracy estimate available here.
 DO8916
 DO8916.Click photographs - Photos may exist for this station.
 DO8916
 DO8916.The dynamic height is computed by dividing the NAVD 88
 DO8916.geopotential number by the normal gravity value computed on the
 DO8916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8916.degrees latitude (g = 980.6199 gals.).
 DO8916
 DO8916.The modeled gravity was interpolated from observed gravity values.
 DO8916
 DO8916;                    North         East    Units  Estimated Accuracy
 DO8916;SPC FL W     -   417,433.      236,631.      MT  (+/- 10 meters HH2 GPS)
 DO8916
 DO8916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3838608524(NAD 83)
 DO8916
 DO8916                          SUPERSEDED SURVEY CONTROL
 DO8916
 DO8916.No superseded survey control is available for this station.
 DO8916
 DO8916_MARKER: DD = SURVEY DISK
 DO8916_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8916_STAMPING: 17731 B 2012
 DO8916_MARK LOGO: SWFWMD
 DO8916_PROJECTION: FLUSH
 DO8916_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8916+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2019
 DO8916_ROD/PIPE-DEPTH: 14.8 meters
 DO8916
 DO8916  HISTORY     - Date     Condition        Report By
 DO8916  HISTORY     - 20120718 MONUMENTED       FLDEP
 DO8916  HISTORY     - 20190320 GOOD             USPSQD
 DO8916
 DO8916                          STATION DESCRIPTION
 DO8916
 DO8916'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8916'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTHEAST OF WINTER HAVEN, 5.4 MI
 DO8916'(8.7 KM) NORTH OF DUNDEE, 4.4 MI (7.1 KM) SOUTH-SOUTHWEST OF
 DO8916'DAVENPORT, IN SECTION 29, TOWNSHIP 27 SOUTH, RANGE 27 EAST.
 DO8916'
 DO8916'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND STATE
 DO8916'ROAD 17 (U.S. HIGHWAY 27 ALTERNATE AND 10TH STREET SOUTH) IN HAINES
 DO8916'CITY, GO NORTH ON STATE ROAD 17 (U.S. HIGHWAY 27 ALTERNATE AND 10TH
 DO8916'STREET SOUTH) FOR 1.25 MI (2.0 KM) TO THE INTERSECTION OF WOOD AVENUE.
 DO8916'TURN LEFT ON WOOD AVENUE AND GO WEST FOR 0.2 MI (0.3 KM) TO THE
 DO8916'INTERSECTION OF SOUTH SIXTH STREET ON THE RIGHT AND A PARKING LOT
 DO8916'ENTRANCE TO LAKE EVA COMMUNITY PARK ON THE LEFT.  TURN LEFT AND
 DO8916'CONTINUE SOUTH ENTERING THE PARKING LOT FOR 0.1 MI (0.2 KM) TO THE
 DO8916'LAKE EVA BOAT RAMP AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DO8916'REFUSAL AT A DEPTH OF 48.6 FT (14.8 M) WITH AN ALUMINUM SWFWMD DISK
 DO8916'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6
 DO8916'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT (15 CM) ABOVE THE
 DO8916'LEVEL OF THE BOAT RAMP.
 DO8916'
 DO8916'LOCATED 384.0 FT (117.0 M) NORTHWEST OF SURVEY MARK 17731 A, 58.0 FT
 DO8916'(17.7 M) WEST-NORTHWEST OF A 48-INCH (122 CM) DIAMETER LIVE OAK TREE,
 DO8916'18.7 FT (5.7 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A CONCRETE
 DO8916'BOAT RAMP, 15.3 FT (4.7 M) EAST-NORTHEAST OF AN OLD STAFF GAUGE, 2.5
 DO8916'FT (0.8 M) SOUTHEAST OF A CABLE FENCELINE AND 1.5 FT (0.5 M) SOUTH OF
 DO8916'A CARSONITE WITNESS POST.
 DO8916'
 DO8916'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8916'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO8916
 DO8916                          STATION RECOVERY (2019)
 DO8916
 DO8916'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLG)
 DO8916'THE MARK IS 18 FT (5.5 M) SOUTH OF THE CENTER OF THE BOAT RAMP.  MARK
 DO8916'IS RAISED OUT OF POSITION APPROXIMATELY.  2 INCHES (5 CM).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0083 ***********************************************************************
 AG0083  DESIGNATION -  178
 AG0083  PID         -  AG0083
 AG0083  STATE/COUNTY-  FL/PINELLAS
 AG0083  COUNTRY     -  US
 AG0083  USGS QUAD   -  GANDY BRIDGE (2018)
 AG0083
 AG0083                         *CURRENT SURVEY CONTROL
 AG0083  ______________________________________________________________________
 AG0083* NAD 83(1986) POSITION- 27 54 55.     (N) 082 37 11.     (W)   SCALED
 AG0083* NAVD 88 ORTHO HEIGHT -     0.982 (meters)        3.22  (feet) ADJUSTED
 AG0083  ______________________________________________________________________
 AG0083  GEOID HEIGHT    -        -24.780 (meters)                     GEOID18
 AG0083  DYNAMIC HEIGHT  -          0.981 (meters)        3.22  (feet) COMP
 AG0083  MODELED GRAVITY -    979,184.9   (mgal)                       NAVD 88
 AG0083
 AG0083  VERT ORDER      -  SECOND    CLASS II
 AG0083
 AG0083.The horizontal coordinates were scaled from a map and have
 AG0083.an estimated accuracy of +/- 6 seconds.
 AG0083
 AG0083.The orthometric height was determined by differential leveling and
 AG0083.adjusted by the NATIONAL GEODETIC SURVEY
 AG0083.in June 1991.
 AG0083
 AG0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0083.GEOID18 height accuracy estimate available here.
 AG0083
 AG0083.Click photographs - Photos may exist for this station.
 AG0083
 AG0083.The dynamic height is computed by dividing the NAVD 88
 AG0083.geopotential number by the normal gravity value computed on the
 AG0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0083.degrees latitude (g = 980.6199 gals.).
 AG0083
 AG0083.The modeled gravity was interpolated from observed gravity values.
 AG0083
 AG0083;                    North         East    Units  Estimated Accuracy
 AG0083;SPC FL W     -   396,980.      139,000.      MT  (+/- 180 meters Scaled)
 AG0083
 AG0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL406888(NAD 83)
 AG0083
 AG0083                          SUPERSEDED SURVEY CONTROL
 AG0083
 AG0083  NGVD 29 (??/??/92)    1.245  (m)            4.08   (f) ADJ UNCH    2 2
 AG0083
 AG0083.Superseded values are not recommended for survey control.
 AG0083
 AG0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0083.See file dsdata.pdf to determine how the superseded data were derived.
 AG0083
 AG0083_MARKER: DD = SURVEY DISK
 AG0083_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0083_SP_SET: SEAWALL
 AG0083_STAMPING: 178
 AG0083_MARK LOGO: FLHD
 AG0083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0083+STABILITY: SURFACE MOTION
 AG0083
 AG0083  HISTORY     - Date     Condition        Report By
 AG0083  HISTORY     - UNK      MONUMENTED       FLHD
 AG0083  HISTORY     - 1975     GOOD             FLDT
 AG0083
 AG0083                          STATION DESCRIPTION
 AG0083
 AG0083'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0083'2 MI N FROM ST PETERSBURG.
 AG0083'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0083'686) AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH
 AG0083'STREET N. AND EASTERLY ALONG I-75 FOR 4.25 MILE.  STATION ON
 AG0083'RIGHT, 104.0 FT. S/SE OF THE CENTERLINE OF I-75, 128.7 FT. EAST
 AG0083'OF LIGHT POLE, NUMBER 71, S.R.D. STA. 710+40.  SET IN TOP OF
 AG0083'CONCRETE SEAWALL.  SECTION 33, T 29S, R 17E.  NOTE-- SEAWALL
 AG0083'MAY BE COVERED BY SAND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5779 ***********************************************************************
 AD5779  DESIGNATION -  178 B CO
 AD5779  PID         -  AD5779
 AD5779  STATE/COUNTY-  FL/BROWARD
 AD5779  COUNTRY     -  US
 AD5779  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5779
 AD5779                         *CURRENT SURVEY CONTROL
 AD5779  ______________________________________________________________________
 AD5779* NAD 83(1986) POSITION- 26 05 51.     (N) 080 14 33.     (W)   SCALED
 AD5779* NAVD 88 ORTHO HEIGHT -     2.209 (meters)        7.25  (feet) ADJUSTED
 AD5779  ______________________________________________________________________
 AD5779  GEOID HEIGHT    -        -25.372 (meters)                     GEOID18
 AD5779  DYNAMIC HEIGHT  -          2.206 (meters)        7.24  (feet) COMP
 AD5779  MODELED GRAVITY -    979,058.2   (mgal)                       NAVD 88
 AD5779
 AD5779  VERT ORDER      -  FIRST     CLASS II
 AD5779
 AD5779.The horizontal coordinates were scaled from a map and have
 AD5779.an estimated accuracy of +/- 6 seconds.
 AD5779
 AD5779.The orthometric height was determined by differential leveling and
 AD5779.adjusted by the NATIONAL GEODETIC SURVEY
 AD5779.in June 1991.
 AD5779
 AD5779.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5779.GEOID18 height accuracy estimate available here.
 AD5779
 AD5779.Click photographs - Photos may exist for this station.
 AD5779
 AD5779.The dynamic height is computed by dividing the NAVD 88
 AD5779.geopotential number by the normal gravity value computed on the
 AD5779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5779.degrees latitude (g = 980.6199 gals.).
 AD5779
 AD5779.The modeled gravity was interpolated from observed gravity values.
 AD5779
 AD5779;                    North         East    Units  Estimated Accuracy
 AD5779;SPC FL E     -   195,640.      275,770.      MT  (+/- 180 meters Scaled)
 AD5779
 AD5779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ757867(NAD 83)
 AD5779
 AD5779                          SUPERSEDED SURVEY CONTROL
 AD5779
 AD5779  NGVD 29 (09/01/92)    2.698  (m)            8.85   (f) ADJUSTED    1 2
 AD5779
 AD5779.Superseded values are not recommended for survey control.
 AD5779
 AD5779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5779.See file dsdata.pdf to determine how the superseded data were derived.
 AD5779
 AD5779_MARKER: DB = BENCH MARK DISK
 AD5779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5779_STAMPING: BM 178
 AD5779_PROJECTION: RECESSED 20 CENTIMETERS
 AD5779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5779+STABILITY: SURFACE MOTION
 AD5779
 AD5779  HISTORY     - Date     Condition        Report By
 AD5779  HISTORY     - 1978     MONUMENTED       FL-011
 AD5779  HISTORY     - 19910716 GOOD             USPSQD
 AD5779  HISTORY     - 19940307 GOOD             USPSQD
 AD5779  HISTORY     - 19980220 MARK NOT FOUND   USPSQD
 AD5779  HISTORY     - 20010416 MARK NOT FOUND   GCYI
 AD5779  HISTORY     - 20020114 MARK NOT FOUND   NGS
 AD5779  HISTORY     - 20090527 MARK NOT FOUND   FLDT
 AD5779
 AD5779                          STATION DESCRIPTION
 AD5779
 AD5779'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5779'2.2 MI NORTH FROM DAVIE.
 AD5779'ABOUT 2.2 MILES NORTH OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5779'STATE ROAD 84 AND STATE ROAD 817 (UNIVERSITY DRIVE) PROCEED 0.5 MILES
 AD5779'SOUTHEAST ALONG STATE ROAD 84 TO THE MARK. THE MARK IS 13.0 FEET NORTH
 AD5779'OF THE NORTH EDGE OF PAVEMENT OF WESTBOUND LANES OF STATE ROAD 84,
 AD5779'296 FEET EAST OF THE CENTER OF A MEDIAN OPENING ON STATE ROAD 84, 282
 AD5779'FEET EAST OF A CONCRETE POWER POLE, 3.9 FEET NORTHWEST OF AND 4.5 FEET
 AD5779'NORTHEAST OF CHISELED CROSSES IN GUARDRAIL POSTS. THE MARK IS A
 AD5779'STANDARD BROWARD COUNTY DISK.
 AD5779'THE MARK IS 3 FT  N FROM A WITNESS POST.
 AD5779
 AD5779                          STATION RECOVERY (1991)
 AD5779
 AD5779'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5779'RECOVERED IN GOOD CONDITION.
 AD5779
 AD5779                          STATION RECOVERY (1994)
 AD5779
 AD5779'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5779'RECOVERED IN GOOD CONDITION.
 AD5779
 AD5779                          STATION RECOVERY (1998)
 AD5779
 AD5779'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5779'MARK NOT FOUND.
 AD5779
 AD5779                          STATION RECOVERY (2001)
 AD5779
 AD5779'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD5779'BELIEVED DESTROYED BY NEW ROAD CONSTRUCTION.
 AD5779
 AD5779                          STATION RECOVERY (2002)
 AD5779
 AD5779'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DB)
 AD5779'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD5779
 AD5779                          STATION RECOVERY (2009)
 AD5779
 AD5779'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2009 (JS)
 AD5779'MARK NOT FOUND
 AD5779'
 AD5779'THERE HAS BEEN A LOT OF NEW CONSTRUCTION IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9420 ***********************************************************************
 AG9420  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9420  DESIGNATION -  1784 CO 4
 AG9420  PID         -  AG9420
 AG9420  STATE/COUNTY-  FL/SARASOTA
 AG9420  COUNTRY     -  US
 AG9420  USGS QUAD   -  VENICE (2018)
 AG9420
 AG9420                         *CURRENT SURVEY CONTROL
 AG9420  ______________________________________________________________________
 AG9420* NAD 83(1986) POSITION- 27 04 23.0    (N) 082 27 03.0    (W)   HD_HELD2
 AG9420* NAVD 88 ORTHO HEIGHT -     3.181 (meters)       10.44  (feet) ADJUSTED
 AG9420  ______________________________________________________________________
 AG9420  GEOID HEIGHT    -        -23.962 (meters)                     GEOID18
 AG9420  DYNAMIC HEIGHT  -          3.176 (meters)       10.42  (feet) COMP
 AG9420  MODELED GRAVITY -    979,125.9   (mgal)                       NAVD 88
 AG9420
 AG9420  VERT ORDER      -  SECOND    CLASS I
 AG9420
 AG9420.The horizontal coordinates were established by autonomous hand held GPS
 AG9420.observations and have an estimated accuracy of +/- 10 meters.
 AG9420
 AG9420.The orthometric height was determined by differential leveling and
 AG9420.adjusted by the NATIONAL GEODETIC SURVEY
 AG9420.in March 1995.
 AG9420
 AG9420.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9420.GEOID18 height accuracy estimate available here.
 AG9420
 AG9420.This Tidal Bench Mark is designated as VM 11359
 AG9420.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9420
 AG9420.Click photographs - Photos may exist for this station.
 AG9420
 AG9420.The dynamic height is computed by dividing the NAVD 88
 AG9420.geopotential number by the normal gravity value computed on the
 AG9420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9420.degrees latitude (g = 980.6199 gals.).
 AG9420
 AG9420.The modeled gravity was interpolated from observed gravity values.
 AG9420
 AG9420;                    North         East    Units  Estimated Accuracy
 AG9420;SPC FL W     -   303,578.      155,284.      MT  (+/- 10 meters HH2 GPS)
 AG9420
 AG9420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK5613995355(NAD 83)
 AG9420
 AG9420                          SUPERSEDED SURVEY CONTROL
 AG9420
 AG9420.No superseded survey control is available for this station.
 AG9420
 AG9420_STAMPING: 1784 CO4
 AG9420_MARK LOGO: FLDNR
 AG9420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9420+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1990
 AG9420
 AG9420  HISTORY     - Date     Condition        Report By
 AG9420  HISTORY     - UNK      MONUMENTED       FLDNR
 AG9420  HISTORY     - 19900717 GOOD             FLDNR
 AG9420  HISTORY     - 20020215 GOOD             USPSQD
 AG9420  HISTORY     - 20140816 MARK NOT FOUND   FLDEP
 AG9420
 AG9420                          STATION DESCRIPTION
 AG9420
 AG9420'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9420'THE MARK IS LOCATED AT THE VENICE CITY PIER, VENICE, SARASOTA COUNTY
 AG9420'FLORIDA.  TO REACH THE MARK FROM THE POST OFFICE AT THE INTERSECTION
 AG9420'OF HARBOR DRIVE AND VENICE AVENUE IN VENICE, GO SOUTH ON HARBOR DRIVE
 AG9420'FOR 1.8 MI (2.90 KM) TO THE VENICE CITY PIER AND THE MARK ON THE
 AG9420'RIGHT.  THE MARK IS LOCATED 75.0 FT (22.86 M) SOUTHWEST OF THE
 AG9420'SOUTHWEST CORNER OF SHARKYS RESTRAUNT AND 15.0 FT (4.57 M) EAST OF
 AG9420'THE EAST END OF THE VENICE CITY PIER IN THE CENTER OF A BLACK CROSS
 AG9420'PAINTED ON THE SIDEWALK THAT LEADS TO THE PIER.
 AG9420
 AG9420                          STATION RECOVERY (2002)
 AG9420
 AG9420'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG9420'RECOVERED IN GOOD CONDITION.
 AG9420
 AG9420                          STATION RECOVERY (2014)
 AG9420
 AG9420'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 AG9420'NOT RECOVERED.  A NEW BOARDWALK HAS BEEN CONSTRUCTED AT THE LOCATION
 AG9420'OF THE MARK AS DETERMINED BY THE REFERENCE DISTANCES IN THE ORIGINAL
 AG9420'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0084 ***********************************************************************
 AG0084  DESIGNATION -  179
 AG0084  PID         -  AG0084
 AG0084  STATE/COUNTY-  FL/PINELLAS
 AG0084  COUNTRY     -  US
 AG0084  USGS QUAD   -  GANDY BRIDGE (2018)
 AG0084
 AG0084                         *CURRENT SURVEY CONTROL
 AG0084  ______________________________________________________________________
 AG0084* NAD 83(1986) POSITION- 27 55 01.     (N) 082 36 59.     (W)   SCALED
 AG0084* NAVD 88 ORTHO HEIGHT -     0.982 (meters)        3.22  (feet) ADJUSTED
 AG0084  ______________________________________________________________________
 AG0084  GEOID HEIGHT    -        -24.787 (meters)                     GEOID18
 AG0084  DYNAMIC HEIGHT  -          0.980 (meters)        3.22  (feet) COMP
 AG0084  MODELED GRAVITY -    979,185.0   (mgal)                       NAVD 88
 AG0084
 AG0084  VERT ORDER      -  SECOND    CLASS II
 AG0084
 AG0084.The horizontal coordinates were scaled from a map and have
 AG0084.an estimated accuracy of +/- 6 seconds.
 AG0084
 AG0084.The orthometric height was determined by differential leveling and
 AG0084.adjusted by the NATIONAL GEODETIC SURVEY
 AG0084.in June 1991.
 AG0084
 AG0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0084.GEOID18 height accuracy estimate available here.
 AG0084
 AG0084.Click photographs - Photos may exist for this station.
 AG0084
 AG0084.The dynamic height is computed by dividing the NAVD 88
 AG0084.geopotential number by the normal gravity value computed on the
 AG0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0084.degrees latitude (g = 980.6199 gals.).
 AG0084
 AG0084.The modeled gravity was interpolated from observed gravity values.
 AG0084
 AG0084;                    North         East    Units  Estimated Accuracy
 AG0084;SPC FL W     -   397,160.      139,330.      MT  (+/- 180 meters Scaled)
 AG0084
 AG0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL409890(NAD 83)
 AG0084
 AG0084                          SUPERSEDED SURVEY CONTROL
 AG0084
 AG0084  NGVD 29 (??/??/92)    1.244  (m)            4.08   (f) ADJ UNCH    2 2
 AG0084
 AG0084.Superseded values are not recommended for survey control.
 AG0084
 AG0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0084.See file dsdata.pdf to determine how the superseded data were derived.
 AG0084
 AG0084_MARKER: DD = SURVEY DISK
 AG0084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0084_SP_SET: SEAWALL
 AG0084_STAMPING: 179
 AG0084_MARK LOGO: FLHD
 AG0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0084+STABILITY: SURFACE MOTION
 AG0084
 AG0084  HISTORY     - Date     Condition        Report By
 AG0084  HISTORY     - UNK      MONUMENTED       FLHD
 AG0084  HISTORY     - 1975     GOOD             FLDT
 AG0084
 AG0084                          STATION DESCRIPTION
 AG0084
 AG0084'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0084'2.2 MI N FROM ST PETERSBURG.
 AG0084'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0084'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET
 AG0084'N. AND EASTERLY ALONG I-75 FOR 4.45 MILES.  STATION ON RIGHT,
 AG0084'105.4 FT. S/SE OF THE CENTERLINE OF I-75, 140.0 FT. EAST OF
 AG0084'LIGHT POLE, NO NUMBER, S.R.D. STA. 719+97.  SET IN TOP OF
 AG0084'CONCRETE SEAWALL.  SECTION 33, T 29S, R 17E.  NOTE-- SEAWALL
 AG0084'MAY BE COVERED BY SAND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5780 ***********************************************************************
 AD5780  DESIGNATION -  179 B CO
 AD5780  PID         -  AD5780
 AD5780  STATE/COUNTY-  FL/BROWARD
 AD5780  COUNTRY     -  US
 AD5780  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5780
 AD5780                         *CURRENT SURVEY CONTROL
 AD5780  ______________________________________________________________________
 AD5780* NAD 83(1986) POSITION- 26 05 45.     (N) 080 14 08.     (W)   SCALED
 AD5780* NAVD 88 ORTHO HEIGHT -     1.650 (meters)        5.41  (feet) ADJUSTED
 AD5780  ______________________________________________________________________
 AD5780  GEOID HEIGHT    -        -25.390 (meters)                     GEOID18
 AD5780  DYNAMIC HEIGHT  -          1.648 (meters)        5.41  (feet) COMP
 AD5780  MODELED GRAVITY -    979,058.0   (mgal)                       NAVD 88
 AD5780
 AD5780  VERT ORDER      -  FIRST     CLASS II
 AD5780
 AD5780.The horizontal coordinates were scaled from a map and have
 AD5780.an estimated accuracy of +/- 6 seconds.
 AD5780
 AD5780.The orthometric height was determined by differential leveling and
 AD5780.adjusted by the NATIONAL GEODETIC SURVEY
 AD5780.in June 1991.
 AD5780
 AD5780.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5780.GEOID18 height accuracy estimate available here.
 AD5780
 AD5780.Click photographs - Photos may exist for this station.
 AD5780
 AD5780.The dynamic height is computed by dividing the NAVD 88
 AD5780.geopotential number by the normal gravity value computed on the
 AD5780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5780.degrees latitude (g = 980.6199 gals.).
 AD5780
 AD5780.The modeled gravity was interpolated from observed gravity values.
 AD5780
 AD5780;                    North         East    Units  Estimated Accuracy
 AD5780;SPC FL E     -   195,460.      276,470.      MT  (+/- 180 meters Scaled)
 AD5780
 AD5780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ764865(NAD 83)
 AD5780
 AD5780                          SUPERSEDED SURVEY CONTROL
 AD5780
 AD5780  NGVD 29 (09/01/92)    2.139  (m)            7.02   (f) ADJUSTED    1 2
 AD5780
 AD5780.Superseded values are not recommended for survey control.
 AD5780
 AD5780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5780.See file dsdata.pdf to determine how the superseded data were derived.
 AD5780
 AD5780_MARKER: DB = BENCH MARK DISK
 AD5780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5780_STAMPING: BM 179
 AD5780_PROJECTION: RECESSED 15 CENTIMETERS
 AD5780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5780+STABILITY: SURFACE MOTION
 AD5780
 AD5780  HISTORY     - Date     Condition        Report By
 AD5780  HISTORY     - 1978     MONUMENTED       FL-011
 AD5780  HISTORY     - 19910716 GOOD             USPSQD
 AD5780  HISTORY     - 19980220 MARK NOT FOUND   USPSQD
 AD5780  HISTORY     - 20010416 MARK NOT FOUND   GCYI
 AD5780  HISTORY     - 20090527 MARK NOT FOUND   FLDT
 AD5780
 AD5780                          STATION DESCRIPTION
 AD5780
 AD5780'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5780'2.0 MI NORTH FROM DAVIE.
 AD5780'ABOUT 2.0 MILES NORTH OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5780'STATE ROAD 84 AND STATE ROAD 817 (UNIVERSITY DRIVE) PROCEED 1.0 MILES
 AD5780'SOUTHEAST ALONG STATE ROAD 84 TO THE MARK. THE MARK 19.0 FEET NORTH OF
 AD5780'THE NORTH EDGE OF PAVEMENT OF THE WESTBOUND LANES OF STATE ROAD 84, 59
 AD5780'FEET EAST OF THE CENTER OF A MEDIAN OPENING ON STATE ROAD 84, ACROSS
 AD5780'FROM THE ADDRESS 6650 STATE ROAD 84, 9.4 FEET NORTHWEST OF AND 9.0
 AD5780'FEET NORTHEAST OF CHISELED CROSSES IN GUARD RAIL POSTS, 7 FEET SOUTH
 AD5780'OF THE SOUTH TOP OF BANK OF THE NORTH NEW RIVER CANAL. THE MARK IS A
 AD5780'STANDARD BROWARD COUNTY DISK.
 AD5780'THE MARK IS 9 FT  N FROM A WITNESS POST.
 AD5780
 AD5780                          STATION RECOVERY (1991)
 AD5780
 AD5780'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5780'RECOVERED IN GOOD CONDITION.
 AD5780
 AD5780                          STATION RECOVERY (1998)
 AD5780
 AD5780'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5780'MARK NOT FOUND.
 AD5780
 AD5780                          STATION RECOVERY (2001)
 AD5780
 AD5780'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD5780'BELIEVED DESTROYED BY NEW ROAD CONSTRUCTION.
 AD5780
 AD5780                          STATION RECOVERY (2009)
 AD5780
 AD5780'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2009 (JS)
 AD5780'MARK NOT FOUND
 AD5780'
 AD5780'THERE HAS BEEN A LOT OF NEW CONSTRUCTION IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH6891 ***********************************************************************
 DH6891  DESIGNATION -  1796 20
 DH6891  PID         -  DH6891
 DH6891  STATE/COUNTY-  FL/LAKE
 DH6891  COUNTRY     -  US
 DH6891  USGS QUAD   -  PINE LAKES (2018)
 DH6891
 DH6891                         *CURRENT SURVEY CONTROL
 DH6891  ______________________________________________________________________
 DH6891* NAD 83(1986) POSITION- 28 52 37.     (N) 081 29 08.     (W)   SCALED
 DH6891* NAVD 88 ORTHO HEIGHT -    12.789 (meters)       41.96  (feet) ADJUSTED
 DH6891  ______________________________________________________________________
 DH6891  GEOID HEIGHT    -        -27.767 (meters)                     GEOID18
 DH6891  DYNAMIC HEIGHT  -         12.771 (meters)       41.90  (feet) COMP
 DH6891  MODELED GRAVITY -    979,240.1   (mgal)                       NAVD 88
 DH6891
 DH6891  VERT ORDER      -  SECOND    CLASS I
 DH6891
 DH6891.The horizontal coordinates were scaled from a map and have
 DH6891.an estimated accuracy of +/- 6 seconds.
 DH6891
 DH6891.The orthometric height was determined by differential leveling and
 DH6891.adjusted by the NATIONAL GEODETIC SURVEY
 DH6891.in January 2006.
 DH6891
 DH6891.No vertical observational check was made to the station.
 DH6891
 DH6891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH6891.GEOID18 height accuracy estimate available here.
 DH6891
 DH6891.Click photographs - Photos may exist for this station.
 DH6891
 DH6891.The dynamic height is computed by dividing the NAVD 88
 DH6891.geopotential number by the normal gravity value computed on the
 DH6891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH6891.degrees latitude (g = 980.6199 gals.).
 DH6891
 DH6891.The modeled gravity was interpolated from observed gravity values.
 DH6891
 DH6891;                    North         East    Units  Estimated Accuracy
 DH6891;SPC FL E     -   503,490.      152,640.      MT  (+/- 180 meters Scaled)
 DH6891
 DH6891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM526944(NAD 83)
 DH6891
 DH6891                          SUPERSEDED SURVEY CONTROL
 DH6891
 DH6891.No superseded survey control is available for this station.
 DH6891
 DH6891_MARKER: DD = SURVEY DISK
 DH6891_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH6891_SP_SET: DRAIN
 DH6891_STAMPING: BM 1796-20
 DH6891_MARK LOGO: SJRWMD
 DH6891_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH6891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH6891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH6891+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2004
 DH6891
 DH6891  HISTORY     - Date     Condition        Report By
 DH6891  HISTORY     - 19000202 MONUMENTED       SJRWMD
 DH6891  HISTORY     - 20040719 GOOD             FLDEP
 DH6891
 DH6891                          STATION DESCRIPTION
 DH6891
 DH6891'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DH6891'THE MARK IS ABOUT 15.3 MI WEST OF DELAND, 12.2 MI EAST OF EUSTIS, IN
 DH6891'SECTION 35, TOWNSHIP 18  SOUTH, RANGE 28 EAST.
 DH6891'
 DH6891'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 NORTHBOUND
 DH6891'LANES (GROVE  STREET) AND STATE HIGHWAY 44 (ORANGE AVENUE) IN EUSTIS,
 DH6891'GO EAST ON STATE HIGHWAY 44  (ORANGE AVENUE) FOR 1.85 MI TO THE
 DH6891'JUNCTION OF COUNTY ROAD 44A ON THE LEFT (STATE  HIGHWAY 44, EUSTIS
 DH6891'BYPASS), TURN LEFT ON COUNTY ROAD 44A AND GO NORTH FOR 1.1 MI TO THE
 DH6891'T-JUNCTION OF STATE HIGHWAY 44, EUSTIS BYPASS AND COUNTY ROAD 44A,
 DH6891'TURN RIGHT ON  COUNTY ROAD 44A AND GO EAST FOR 3.25 MI TO THE
 DH6891'INTERSECTION OF COUNTY ROAD 439,  CONTINUE EASTERLY ON COUNTY ROAD 44A
 DH6891'FOR 3.2 MI TO THE JUNCTION OF COUNTY ROAD 437 ON  THE RIGHT, CONTINUE
 DH6891'EAST ON COUNTY ROAD 44A FOR 3.95 MI TO THE JUNCTION OF STATE  HIGHWAY
 DH6891'44 AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE SOUTHEAST
 DH6891'SIDE OF A 3.5  FT X 4.5 FT DRAIN, 0.3 FT ABOVE THE GROUND AND ABOUT
 DH6891'LEVEL WITH STATE HIGHWAY 44.
 DH6891'
 DH6891'LOCATED 78.5 FT NORTHEAST OF THE CENTERLINE OF COUNTY ROAD 44A, 73.5
 DH6891'FT EAST OF SURVEY  MARK W 607 2004, 53.5 FT SOUTHEAST OF THE
 DH6891'APPROXIMATE CENTERLINE OF COUNTY ROAD 44A  ENTRANCE RAMP (LEADING
 DH6891'SOUTHWEST FROM STATE HIGHWAY 44 EAST), 47.0 FT NORTHWEST OF  THE
 DH6891'CENTERLINE OF STATE HIGHWAY 44 AND 2.5 FT SOUTHWEST OF A LAKE COUNTY
 DH6891'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9229 ***********************************************************************
 DO9229  DESIGNATION -  17975 A
 DO9229  PID         -  DO9229
 DO9229  STATE/COUNTY-  FL/POLK
 DO9229  COUNTRY     -  US
 DO9229  USGS QUAD   -  NICHOLS (2018)
 DO9229
 DO9229                         *CURRENT SURVEY CONTROL
 DO9229  ______________________________________________________________________
 DO9229* NAD 83(1986) POSITION- 27 52 47.9    (N) 082 02 56.6    (W)   HD_HELD2
 DO9229* NAVD 88 ORTHO HEIGHT -    24.466 (meters)       80.27  (feet) ADJUSTED
 DO9229  ______________________________________________________________________
 DO9229  GEOID HEIGHT    -        -25.421 (meters)                     GEOID18
 DO9229  DYNAMIC HEIGHT  -         24.430 (meters)       80.15  (feet) COMP
 DO9229  MODELED GRAVITY -    979,173.0   (mgal)                       NAVD 88
 DO9229
 DO9229  VERT ORDER      -  FIRST     CLASS II
 DO9229
 DO9229.The horizontal coordinates were established by autonomous hand held GPS
 DO9229.observations and have an estimated accuracy of +/- 10 meters.
 DO9229
 DO9229.The orthometric height was determined by differential leveling and
 DO9229.adjusted by the NATIONAL GEODETIC SURVEY
 DO9229.in December 2013.
 DO9229
 DO9229.No vertical observational check was made to the station.
 DO9229
 DO9229.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9229.GEOID18 height accuracy estimate available here.
 DO9229
 DO9229.Click photographs - Photos may exist for this station.
 DO9229
 DO9229.The dynamic height is computed by dividing the NAVD 88
 DO9229.geopotential number by the normal gravity value computed on the
 DO9229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9229.degrees latitude (g = 980.6199 gals.).
 DO9229
 DO9229.The modeled gravity was interpolated from observed gravity values.
 DO9229
 DO9229;                    North         East    Units  Estimated Accuracy
 DO9229;SPC FL W     -   392,909.      195,170.      MT  (+/- 10 meters HH2 GPS)
 DO9229
 DO9229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9673684348(NAD 83)
 DO9229
 DO9229                          SUPERSEDED SURVEY CONTROL
 DO9229
 DO9229.No superseded survey control is available for this station.
 DO9229
 DO9229_MARKER: DD = SURVEY DISK
 DO9229_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO9229_SP_SET: BRIDGE ABUTMENT
 DO9229_STAMPING: 17975 A 2013
 DO9229_MARK LOGO: FLDEP
 DO9229_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9229+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2013
 DO9229
 DO9229  HISTORY     - Date     Condition        Report By
 DO9229  HISTORY     - 20130112 MONUMENTED       FLDEP
 DO9229
 DO9229                          STATION DESCRIPTION
 DO9229
 DO9229'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9229'THE MARK IS ABOUT 4.7 MI (7.6 KM) WEST-SOUTHWEST OF MULBERRY, 3.0 MI
 DO9229'(4.8 KM) EAST-NORTHEAST OF KEYSVILLE, 1.3 MI (2.1 KM) SOUTHWEST OF
 DO9229'NICHOLS, IN SECTION 7, TOWNSHIP 30 SOUTH, RANGE 23 EAST.
 DO9229'
 DO9229'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND STATE
 DO9229'ROAD 37 IN MULBERRY, GO WEST ON STATE ROAD 60 FOR 1.55 MI (2.5 KM) TO
 DO9229'THE JUNCTION OF NICHOLS ROAD (COUNTY ROAD 676 WEST) ON THE LEFT.  TURN
 DO9229'LEFT ON NICHOLS ROAD AND GO WEST FOR 2.1 MI (3.4 KM) TO THE JUNCTION
 DO9229'OF ANDERSON ROAD ON THE LEFT. CONTINUE WEST ON NICHOLS ROAD FOR 1.85
 DO9229'MI (3.0 KM) TO THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE
 DO9229'NORTHWEST CORNER OF THE BRIDGE ABUTMENT FOR THE THIRTY MILE CREEK
 DO9229'BRIDGE AND 3.0 FT (0.9 M) BELOW THE LEVEL OF NICHOLS ROAD.
 DO9229'
 DO9229'LOCATED 171.2 FT (52.2 M) WEST OF SURVEY MARK 17975 B, 85.2 FT (26.0
 DO9229'M) WEST OF A WATER MONITORING WELL, 48.5 FT (14.8 M) NORTHEAST OF
 DO9229'WOODEN POWER POLE NUMBER 41 AND 20.0 FT (6.1 M) NORTH OF THE
 DO9229'APPROXIMATE CENTERLINE OF NICHOLS ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9228 ***********************************************************************
 DO9228  DESIGNATION -  17975 B
 DO9228  PID         -  DO9228
 DO9228  STATE/COUNTY-  FL/POLK
 DO9228  COUNTRY     -  US
 DO9228  USGS QUAD   -  NICHOLS (2018)
 DO9228
 DO9228                         *CURRENT SURVEY CONTROL
 DO9228  ______________________________________________________________________
 DO9228* NAD 83(1986) POSITION- 27 52 47.2    (N) 082 02 55.0    (W)   HD_HELD2
 DO9228* NAVD 88 ORTHO HEIGHT -    24.475 (meters)       80.30  (feet) ADJUSTED
 DO9228  ______________________________________________________________________
 DO9228  GEOID HEIGHT    -        -25.421 (meters)                     GEOID18
 DO9228  DYNAMIC HEIGHT  -         24.439 (meters)       80.18  (feet) COMP
 DO9228  MODELED GRAVITY -    979,173.0   (mgal)                       NAVD 88
 DO9228
 DO9228  VERT ORDER      -  FIRST     CLASS II
 DO9228
 DO9228.The horizontal coordinates were established by autonomous hand held GPS
 DO9228.observations and have an estimated accuracy of +/- 10 meters.
 DO9228
 DO9228.The orthometric height was determined by differential leveling and
 DO9228.adjusted by the NATIONAL GEODETIC SURVEY
 DO9228.in December 2013.
 DO9228
 DO9228.No vertical observational check was made to the station.
 DO9228
 DO9228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9228.GEOID18 height accuracy estimate available here.
 DO9228
 DO9228.Click photographs - Photos may exist for this station.
 DO9228
 DO9228.The dynamic height is computed by dividing the NAVD 88
 DO9228.geopotential number by the normal gravity value computed on the
 DO9228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9228.degrees latitude (g = 980.6199 gals.).
 DO9228
 DO9228.The modeled gravity was interpolated from observed gravity values.
 DO9228
 DO9228;                    North         East    Units  Estimated Accuracy
 DO9228;SPC FL W     -   392,888.      195,214.      MT  (+/- 10 meters HH2 GPS)
 DO9228
 DO9228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9678084326(NAD 83)
 DO9228
 DO9228                          SUPERSEDED SURVEY CONTROL
 DO9228
 DO9228.No superseded survey control is available for this station.
 DO9228
 DO9228_MARKER: DD = SURVEY DISK
 DO9228_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO9228_SP_SET: BRIDGE ABUTMENT
 DO9228_STAMPING: 17975 B 2013
 DO9228_MARK LOGO: FLDEP
 DO9228_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9228+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2013
 DO9228
 DO9228  HISTORY     - Date     Condition        Report By
 DO9228  HISTORY     - 20130112 MONUMENTED       FLDEP
 DO9228
 DO9228                          STATION DESCRIPTION
 DO9228
 DO9228'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9228'THE MARK IS ABOUT 4.7 MI (7.6 KM) WEST-SOUTHWEST OF MULBERRY, 3.0 MI
 DO9228'(4.8 KM) EAST-NORTHEAST OF KEYSVILLE, 1.3 MI (2.1 KM) SOUTHWEST OF
 DO9228'NICHOLS, IN SECTION 7, TOWNSHIP 30 SOUTH, RANGE 23 EAST.
 DO9228'
 DO9228'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND STATE
 DO9228'ROAD 37 IN MULBERRY, GO WEST ON STATE ROAD 60 FOR 1.55 MI (2.5 KM) TO
 DO9228'THE JUNCTION OF NICHOLS ROAD (COUNTY ROAD 676 WEST) ON THE LEFT.  TURN
 DO9228'LEFT ON NICHOLS ROAD AND GO WEST FOR 2.1 MI (3.4 KM) TO THE JUNCTION
 DO9228'OF ANDERSON ROAD ON THE LEFT. CONTINUE WEST ON NICHOLS ROAD FOR 1.8 MI
 DO9228'(2.9 KM) TO THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE
 DO9228'NORTHEAST CORNER OF THE BRIDGE ABUTMENT FOR THE THIRTY MILE CREEK
 DO9228'BRIDGE AND 3.0 FT (0.9 M) BELOW THE LEVEL OF NICHOLS ROAD.
 DO9228'
 DO9228'LOCATED 171.2 FT (52.2 M) EAST OF SURVEY MARK 17975 A, 85.6 FT (26.1
 DO9228'M) EAST OF A WATER MONITORING WELL, 48.8 FT (14.9 M) WEST-NORTHWEST OF
 DO9228'WOODEN POWER POLE NUMBER 31040 AND 20.0 FT (6.1 M) NORTH OF THE
 DO9228'APPROXIMATE CENTERLINE OF NICHOLS ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2352 ***********************************************************************
 AK2352  DESIGNATION -  18 110.5 F
 AK2352  PID         -  AK2352
 AK2352  STATE/COUNTY-  FL/BREVARD
 AK2352  COUNTRY     -  US
 AK2352  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2352
 AK2352                         *CURRENT SURVEY CONTROL
 AK2352  ______________________________________________________________________
 AK2352* NAD 83(1986) POSITION- 28 27 34.     (N) 080 35 24.     (W)   SCALED
 AK2352* NAVD 88 ORTHO HEIGHT -     2.342 (meters)        7.68  (feet) ADJUSTED
 AK2352  ______________________________________________________________________
 AK2352  GEOID HEIGHT    -        -28.236 (meters)                     GEOID18
 AK2352  DYNAMIC HEIGHT  -          2.339 (meters)        7.67  (feet) COMP
 AK2352  MODELED GRAVITY -    979,226.8   (mgal)                       NAVD 88
 AK2352
 AK2352  VERT ORDER      -  FIRST     CLASS II
 AK2352
 AK2352.The horizontal coordinates were scaled from a map and have
 AK2352.an estimated accuracy of +/- 6 seconds.
 AK2352
 AK2352.The orthometric height was determined by differential leveling and
 AK2352.adjusted by the NATIONAL GEODETIC SURVEY
 AK2352.in June 1991.
 AK2352
 AK2352.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2352.GEOID18 height accuracy estimate available here.
 AK2352
 AK2352.Click photographs - Photos may exist for this station.
 AK2352
 AK2352.The dynamic height is computed by dividing the NAVD 88
 AK2352.geopotential number by the normal gravity value computed on the
 AK2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2352.degrees latitude (g = 980.6199 gals.).
 AK2352
 AK2352.The modeled gravity was interpolated from observed gravity values.
 AK2352
 AK2352;                    North         East    Units  Estimated Accuracy
 AK2352;SPC FL E     -   457,190.      240,150.      MT  (+/- 180 meters Scaled)
 AK2352
 AK2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM401481(NAD 83)
 AK2352
 AK2352                          SUPERSEDED SURVEY CONTROL
 AK2352
 AK2352  NGVD 29 (??/??/92)    2.722  (m)            8.93   (f) ADJ UNCH    1 2
 AK2352
 AK2352.Superseded values are not recommended for survey control.
 AK2352
 AK2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2352.See file dsdata.pdf to determine how the superseded data were derived.
 AK2352
 AK2352_MARKER: DD = SURVEY DISK
 AK2352_SETTING: 0 = UNSPECIFIED SETTING
 AK2352_STAMPING: PAA 1958 18-110.5 -F
 AK2352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2352
 AK2352  HISTORY     - Date     Condition        Report By
 AK2352  HISTORY     - 1958     MONUMENTED       PANAM
 AK2352  HISTORY     - 1959     GOOD             CGS
 AK2352
 AK2352                          STATION DESCRIPTION
 AK2352
 AK2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AK2352'AT CAPE CANAVERAL.
 AK2352'2.0 MILES SOUTH OF THE CENTRAL CONTROL BUILDING TO A SIGN ON
 AK2352'LEFT (E) SIDE OF ROAD READING TELEMETRY EISSE SITE 18-110.5-F.
 AK2352'TURN LEFT FOR .05 MILE TO THE APPROXIMATE CENTER OF THE ANTENNA FIELD
 AK2352'AND THE MARK.  THE MARK HAS A SMALL WHITE PICKETT FENCE AROUND IT.
 AK2352'THE MARK PROJECTS 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8240 ***********************************************************************
 AL8240  DESIGNATION -  18 92 GPS 1
 AL8240  PID         -  AL8240
 AL8240  STATE/COUNTY-  FL/SUMTER
 AL8240  COUNTRY     -  US
 AL8240  USGS QUAD   -  RUTLAND (2018)
 AL8240
 AL8240                         *CURRENT SURVEY CONTROL
 AL8240  ______________________________________________________________________
 AL8240* NAD 83(2011) POSITION- 28 51 16.67914(N) 082 12 15.12431(W)   ADJUSTED
 AL8240* NAD 83(2011) ELLIP HT-   -10.946 (meters)        (06/27/12)   ADJUSTED
 AL8240* NAD 83(2011) EPOCH   -  2010.00
 AL8240* NAVD 88 ORTHO HEIGHT -    16.4   (meters)       54.    (feet) GPS OBS
 AL8240  ______________________________________________________________________
 AL8240  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8240  GEOID HEIGHT    -        -28.000 (meters)                     GEOID93
 AL8240  GEOID HEIGHT    -        -27.330 (meters)                     GEOID18
 AL8240  NAD 83(2011) X  -    758,328.301 (meters)                     COMP
 AL8240  NAD 83(2011) Y  - -5,538,952.120 (meters)                     COMP
 AL8240  NAD 83(2011) Z  -  3,059,794.433 (meters)                     COMP
 AL8240  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 AL8240
 AL8240  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8240  Standards:
 AL8240         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8240            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8240  -------------------------------------------------------------------
 AL8240  NETWORK    2.12   3.55           0.76   0.92   1.81      0.38410572
 AL8240  -------------------------------------------------------------------
 AL8240  Click here for local accuracies and other accuracy information.
 AL8240
 AL8240.The horizontal coordinates were established by GPS observations
 AL8240.and adjusted by the National Geodetic Survey in June 2012.
 AL8240
 AL8240.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8240.been affixed to the stable North American tectonic plate. See 
 AL8240.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8240
 AL8240.The horizontal coordinates are valid at the epoch date displayed above
 AL8240.which is a decimal equivalence of Year/Month/Day.
 AL8240
 AL8240.The orthometric height was determined by GPS observations and a
 AL8240.high-resolution geoid model.
 AL8240
 AL8240.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8240.GEOID18 height accuracy estimate available here.
 AL8240
 AL8240.Click photographs - Photos may exist for this station.
 AL8240
 AL8240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8240
 AL8240.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8240
 AL8240.The ellipsoidal height was determined by GPS observations
 AL8240.and is referenced to NAD 83.
 AL8240
 AL8240. The following values were computed from the NAD 83(2011) position.
 AL8240
 AL8240;                    North         East     Units Scale Factor Converg.
 AL8240;SPC FL W     -   500,936.447   180,076.233   MT  0.99994607   -0 05 54.8
 AL8240;SPC FL W     - 1,643,488.99    590,800.11   sFT  0.99994607   -0 05 54.8
 AL8240;UTM  17      - 3,192,476.107   382,542.504   MT  0.99977025   -0 34 52.3
 AL8240
 AL8240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8240!SPC FL W     -   1.00000172  x   0.99994607  =   0.99994779
 AL8240!UTM  17      -   1.00000172  x   0.99977025  =   0.99977197
 AL8240
 AL8240:                Primary Azimuth Mark                     Grid Az
 AL8240:SPC FL W     -  18 92 GPS 2                              074 34 53.6
 AL8240:UTM  17      -  18 92 GPS 2                              075 03 51.1
 AL8240
 AL8240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8254292476(NAD 83)
 AL8240
 AL8240|---------------------------------------------------------------------|
 AL8240| PID    Reference Object                     Distance      Geod. Az  |
 AL8240|                                                           dddmmss.s |
 AL8240| AL8235 18 92 GPS 2                         APPROX. 0.7 KM 0742858.8 |
 AL8240|---------------------------------------------------------------------|
 AL8240
 AL8240                          SUPERSEDED SURVEY CONTROL
 AL8240
 AL8240  NAD 83(2007)-  28 51 16.67924(N)    082 12 15.12498(W) AD(2002.00) 0
 AL8240  ELLIP H (02/10/07)  -10.925  (m)                       GP(2002.00)    
 AL8240  NAD 83(1999)-  28 51 16.67943(N)    082 12 15.12501(W) AD(       ) 1
 AL8240  ELLIP H (06/12/02)  -10.933  (m)                       GP(       ) 3 2
 AL8240  NAD 83(1990)-  28 51 16.67783(N)    082 12 15.12449(W) AD(       ) 1
 AL8240  ELLIP H (08/26/94)  -10.995  (m)                       GP(       ) 3 2
 AL8240
 AL8240.Superseded values are not recommended for survey control.
 AL8240
 AL8240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8240.See file dsdata.pdf to determine how the superseded data were derived.
 AL8240
 AL8240_MARKER: DD = SURVEY DISK
 AL8240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8240_STAMPING: 18 92 GPS 1
 AL8240_MARK LOGO: FLDT
 AL8240_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8240+STABILITY: SURFACE MOTION
 AL8240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8240+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8240
 AL8240  HISTORY     - Date     Condition        Report By
 AL8240  HISTORY     - 1992     MONUMENTED       FLDT
 AL8240
 AL8240                          STATION DESCRIPTION
 AL8240
 AL8240'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8240'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) WEST OF WILDWOOD, ABOUT 1
 AL8240'MILE (1.6 KM) EAST OF THE SUMTER - CITRUS COUNTYLINE.
 AL8240'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND S.R. 44 AT
 AL8240'WILDWOOD, GO WEST ON S.R. 44 FOR ABOUT 11 MILE (17.7 KM) TO THE
 AL8240'STATION, SOUTHEAST OF HOUSE NO. 434.
 AL8240'THE STATION IS FLUSH WITH THE GROUND, 59.0 FEET (18.0 M) EAST OF THE
 AL8240'CENTER OF THE DRIVEWAY TO HOUSE NO. 434, 46.0 FEET (14.0 M) NORTH OF
 AL8240'THE CENTER OF S.R. 44 AND 5.0 FEET (1.5 M) SOUTH OF A METAL WITNESS
 AL8240'POST AT THE FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8235 ***********************************************************************
 AL8235  DESIGNATION -  18 92 GPS 2
 AL8235  PID         -  AL8235
 AL8235  STATE/COUNTY-  FL/SUMTER
 AL8235  COUNTRY     -  US
 AL8235  USGS QUAD   -  RUTLAND (2018)
 AL8235
 AL8235                         *CURRENT SURVEY CONTROL
 AL8235  ______________________________________________________________________
 AL8235* NAD 83(2011) POSITION- 28 51 22.67906(N) 082 11 50.57491(W)   ADJUSTED
 AL8235* NAD 83(2011) ELLIP HT-   -12.542 (meters)        (06/27/12)   ADJUSTED
 AL8235* NAD 83(2011) EPOCH   -  2010.00
 AL8235* NAVD 88 ORTHO HEIGHT -    14.8   (meters)       49.    (feet) GPS OBS
 AL8235  ______________________________________________________________________
 AL8235  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8235  GEOID HEIGHT    -        -28.010 (meters)                     GEOID93
 AL8235  GEOID HEIGHT    -        -27.334 (meters)                     GEOID18
 AL8235  NAD 83(2011) X  -    758,975.243 (meters)                     COMP
 AL8235  NAD 83(2011) Y  - -5,538,772.120 (meters)                     COMP
 AL8235  NAD 83(2011) Z  -  3,059,955.448 (meters)                     COMP
 AL8235  LAPLACE CORR    -         -0.31  (seconds)                    DEFLEC18
 AL8235
 AL8235  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8235  Standards:
 AL8235         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8235            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8235  -------------------------------------------------------------------
 AL8235  NETWORK    1.83   3.39           0.64   0.82   1.73      0.26005287
 AL8235  -------------------------------------------------------------------
 AL8235  Click here for local accuracies and other accuracy information.
 AL8235
 AL8235.The horizontal coordinates were established by GPS observations
 AL8235.and adjusted by the National Geodetic Survey in June 2012.
 AL8235
 AL8235.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8235.been affixed to the stable North American tectonic plate. See 
 AL8235.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8235
 AL8235.The horizontal coordinates are valid at the epoch date displayed above
 AL8235.which is a decimal equivalence of Year/Month/Day.
 AL8235
 AL8235.The orthometric height was determined by GPS observations and a
 AL8235.high-resolution geoid model.
 AL8235
 AL8235.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8235.GEOID18 height accuracy estimate available here.
 AL8235
 AL8235.Click photographs - Photos may exist for this station.
 AL8235
 AL8235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8235
 AL8235.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8235
 AL8235.The ellipsoidal height was determined by GPS observations
 AL8235.and is referenced to NAD 83.
 AL8235
 AL8235. The following values were computed from the NAD 83(2011) position.
 AL8235
 AL8235;                    North         East     Units Scale Factor Converg.
 AL8235;SPC FL W     -   501,120.031   180,741.893   MT  0.99994575   -0 05 42.9
 AL8235;SPC FL W     - 1,644,091.30    592,984.03   sFT  0.99994575   -0 05 42.9
 AL8235;UTM  17      - 3,192,654.046   383,209.570   MT  0.99976832   -0 34 40.6
 AL8235
 AL8235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8235!SPC FL W     -   1.00000197  x   0.99994575  =   0.99994772
 AL8235!UTM  17      -   1.00000197  x   0.99976832  =   0.99977029
 AL8235
 AL8235:                Primary Azimuth Mark                     Grid Az
 AL8235:SPC FL W     -  18 92 GPS 1                              254 34 53.5
 AL8235:UTM  17      -  18 92 GPS 1                              255 03 51.2
 AL8235
 AL8235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8320992654(NAD 83)
 AL8235
 AL8235|---------------------------------------------------------------------|
 AL8235| PID    Reference Object                     Distance      Geod. Az  |
 AL8235|                                                           dddmmss.s |
 AL8235| AL8240 18 92 GPS 1                         APPROX. 0.7 KM 2542910.6 |
 AL8235|---------------------------------------------------------------------|
 AL8235
 AL8235                          SUPERSEDED SURVEY CONTROL
 AL8235
 AL8235  NAD 83(2007)-  28 51 22.67916(N)    082 11 50.57558(W) AD(2002.00) 0
 AL8235  ELLIP H (02/10/07)  -12.521  (m)                       GP(2002.00)    
 AL8235  NAD 83(1999)-  28 51 22.67933(N)    082 11 50.57560(W) AD(       ) 1
 AL8235  ELLIP H (06/12/02)  -12.530  (m)                       GP(       ) 3 2
 AL8235  NAD 83(1990)-  28 51 22.67771(N)    082 11 50.57512(W) AD(       ) 1
 AL8235  ELLIP H (08/26/94)  -12.593  (m)                       GP(       ) 3 2
 AL8235
 AL8235.Superseded values are not recommended for survey control.
 AL8235
 AL8235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8235.See file dsdata.pdf to determine how the superseded data were derived.
 AL8235
 AL8235_MARKER: DD = SURVEY DISK
 AL8235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8235_STAMPING: 18 92 GPS 2
 AL8235_MARK LOGO: FLDT
 AL8235_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8235+STABILITY: SURFACE MOTION
 AL8235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8235+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8235
 AL8235  HISTORY     - Date     Condition        Report By
 AL8235  HISTORY     - 1992     MONUMENTED       FLDT
 AL8235
 AL8235                          STATION DESCRIPTION
 AL8235
 AL8235'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8235'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) WEST OF WILDWOOD, ABOUT
 AL8235'1.5 MILES (2.4 KM) EAST OF THE SUMTER - CITRUS COUNTYLINE.
 AL8235'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND S.R. 44 AT
 AL8235'WILDWOOD, GO WEST ON S.R. 44 FOR ABOUT 10.05 MILES (16.17 KM) TO THE
 AL8235'STATION.
 AL8235'THE STATION IS FLUSH WITH THE GROUND, 170.0 FEET (51.8 M) EAST OF A
 AL8235'UTILITY POLE, 52.0 FEET (15.8 M) SOUTH OF THE CENTER OF S.R. 44 AND
 AL8235'4.0 FEET (1.2 M) NORTH OF A METAL WITNESS SIGN ON A FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8241 ***********************************************************************
 AL8241  DESIGNATION -  18 92 GPS 3
 AL8241  PID         -  AL8241
 AL8241  STATE/COUNTY-  FL/SUMTER
 AL8241  COUNTRY     -  US
 AL8241  USGS QUAD   -  WILDWOOD (2018)
 AL8241
 AL8241                         *CURRENT SURVEY CONTROL
 AL8241  ______________________________________________________________________
 AL8241* NAD 83(2011) POSITION- 28 50 50.41424(N) 082 03 14.62734(W)   ADJUSTED
 AL8241* NAD 83(2011) ELLIP HT-   -10.339 (meters)        (06/27/12)   ADJUSTED
 AL8241* NAD 83(2011) EPOCH   -  2010.00
 AL8241* NAVD 88 ORTHO HEIGHT -    17.1   (meters)       56.    (feet) GPS OBS
 AL8241  ______________________________________________________________________
 AL8241  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8241  GEOID HEIGHT    -        -28.090 (meters)                     GEOID93
 AL8241  GEOID HEIGHT    -        -27.391 (meters)                     GEOID18
 AL8241  NAD 83(2011) X  -    772,893.981 (meters)                     COMP
 AL8241  NAD 83(2011) Y  - -5,537,332.945 (meters)                     COMP
 AL8241  NAD 83(2011) Z  -  3,059,086.477 (meters)                     COMP
 AL8241  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 AL8241
 AL8241  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8241  Standards:
 AL8241         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8241            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8241  -------------------------------------------------------------------
 AL8241  NETWORK    1.07   2.00           0.43   0.44   1.02      0.18790300
 AL8241  -------------------------------------------------------------------
 AL8241  Click here for local accuracies and other accuracy information.
 AL8241
 AL8241.The horizontal coordinates were established by GPS observations
 AL8241.and adjusted by the National Geodetic Survey in June 2012.
 AL8241
 AL8241.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8241.been affixed to the stable North American tectonic plate. See 
 AL8241.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8241
 AL8241.The horizontal coordinates are valid at the epoch date displayed above
 AL8241.which is a decimal equivalence of Year/Month/Day.
 AL8241
 AL8241.The orthometric height was determined by GPS observations and a
 AL8241.high-resolution geoid model.
 AL8241
 AL8241.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8241.GEOID18 height accuracy estimate available here.
 AL8241
 AL8241.Click photographs - Photos may exist for this station.
 AL8241
 AL8241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8241
 AL8241.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8241
 AL8241.The ellipsoidal height was determined by GPS observations
 AL8241.and is referenced to NAD 83.
 AL8241
 AL8241. The following values were computed from the NAD 83(2011) position.
 AL8241
 AL8241;                    North         East     Units Scale Factor Converg.
 AL8241;SPC FL W     -   500,111.943   194,724.734   MT  0.99994152   -0 01 33.9
 AL8241;SPC FL W     - 1,640,783.93    638,859.40   sFT  0.99994152   -0 01 33.9
 AL8241;UTM  17      - 3,191,528.437   397,180.709   MT  0.99973046   -0 30 31.0
 AL8241
 AL8241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8241!SPC FL W     -   1.00000162  x   0.99994152  =   0.99994314
 AL8241!UTM  17      -   1.00000162  x   0.99973046  =   0.99973208
 AL8241
 AL8241:                Primary Azimuth Mark                     Grid Az
 AL8241:SPC FL W     -  18 92 GPS 4                              001 20 08.9
 AL8241:UTM  17      -  18 92 GPS 4                              001 49 06.0
 AL8241
 AL8241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9718091528(NAD 83)
 AL8241
 AL8241|---------------------------------------------------------------------|
 AL8241| PID    Reference Object                     Distance      Geod. Az  |
 AL8241|                                                           dddmmss.s |
 AL8241| AL8242 18 92 GPS 4                         APPROX. 0.6 KM 0011835.0 |
 AL8241|---------------------------------------------------------------------|
 AL8241
 AL8241                          SUPERSEDED SURVEY CONTROL
 AL8241
 AL8241  NAD 83(2007)-  28 50 50.41437(N)    082 03 14.62798(W) AD(2002.00) 0
 AL8241  ELLIP H (02/10/07)  -10.310  (m)                       GP(2002.00)    
 AL8241  NAD 83(1999)-  28 50 50.41447(N)    082 03 14.62799(W) AD(       ) 1
 AL8241  ELLIP H (06/12/02)  -10.324  (m)                       GP(       ) 3 2
 AL8241  NAD 83(1990)-  28 50 50.41353(N)    082 03 14.62772(W) AD(       ) 1
 AL8241  ELLIP H (08/26/94)  -10.328  (m)                       GP(       ) 3 2
 AL8241
 AL8241.Superseded values are not recommended for survey control.
 AL8241
 AL8241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8241.See file dsdata.pdf to determine how the superseded data were derived.
 AL8241
 AL8241_MARKER: DD = SURVEY DISK
 AL8241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8241_STAMPING: 18 92 GPS 3
 AL8241_MARK LOGO: FLDT
 AL8241_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8241+STABILITY: SURFACE MOTION
 AL8241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8241+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8241
 AL8241  HISTORY     - Date     Condition        Report By
 AL8241  HISTORY     - 1992     MONUMENTED       FLDT
 AL8241
 AL8241                          STATION DESCRIPTION
 AL8241
 AL8241'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8241'STATION IS LOCATED ABOUT 2 MILES (3.2 KM) SOUTHWEST OF WILDWOOD, ABOUT
 AL8241'0.75 MILE (1.21 KM) NORTH OF THE FLORIDA TURNPIKE.
 AL8241'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND S.R. 44 AT
 AL8241'WILDWOOD, GO WEST ON S.R. 44 FOR ABOUT 0.5 MILES (0.8 KM) TO THE
 AL8241'INTERSECTION OF C.R. 213 AND THE STATION.
 AL8241'THE STATION IS FLUSH WITH THE GROUND, 70.0 FEET (21.3 M) WEST OF THE
 AL8241'CENTER OF C.R. 213, 64.0 FEET (19.5 M) NORTH OF THE CENTER OF S.R. 44
 AL8241'AND 3.0 FEET (0.9 M) SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8242 ***********************************************************************
 AL8242  DESIGNATION -  18 92 GPS 4
 AL8242  PID         -  AL8242
 AL8242  STATE/COUNTY-  FL/SUMTER
 AL8242  COUNTRY     -  US
 AL8242  USGS QUAD   -  WILDWOOD (2018)
 AL8242
 AL8242                         *CURRENT SURVEY CONTROL
 AL8242  ______________________________________________________________________
 AL8242* NAD 83(2011) POSITION- 28 51 08.52012(N) 082 03 14.15715(W)   ADJUSTED
 AL8242* NAD 83(2011) ELLIP HT-   -10.095 (meters)        (06/27/12)   ADJUSTED
 AL8242* NAD 83(2011) EPOCH   -  2010.00
 AL8242* NAVD 88 ORTHO HEIGHT -    17.3   (meters)       57.    (feet) GPS OBS
 AL8242  ______________________________________________________________________
 AL8242  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8242  GEOID HEIGHT    -        -28.100 (meters)                     GEOID93
 AL8242  GEOID HEIGHT    -        -27.399 (meters)                     GEOID18
 AL8242  NAD 83(2011) X  -    772,869.451 (meters)                     COMP
 AL8242  NAD 83(2011) Y  - -5,537,065.011 (meters)                     COMP
 AL8242  NAD 83(2011) Z  -  3,059,574.836 (meters)                     COMP
 AL8242  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 AL8242
 AL8242  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8242  Standards:
 AL8242         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8242            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8242  -------------------------------------------------------------------
 AL8242  NETWORK    1.20   2.16           0.50   0.47   1.10      0.23343141
 AL8242  -------------------------------------------------------------------
 AL8242  Click here for local accuracies and other accuracy information.
 AL8242
 AL8242.The horizontal coordinates were established by GPS observations
 AL8242.and adjusted by the National Geodetic Survey in June 2012.
 AL8242
 AL8242.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8242.been affixed to the stable North American tectonic plate. See 
 AL8242.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8242
 AL8242.The horizontal coordinates are valid at the epoch date displayed above
 AL8242.which is a decimal equivalence of Year/Month/Day.
 AL8242
 AL8242.The orthometric height was determined by GPS observations and a
 AL8242.high-resolution geoid model.
 AL8242
 AL8242.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8242.GEOID18 height accuracy estimate available here.
 AL8242
 AL8242.Click photographs - Photos may exist for this station.
 AL8242
 AL8242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8242
 AL8242.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8242
 AL8242.The ellipsoidal height was determined by GPS observations
 AL8242.and is referenced to NAD 83.
 AL8242
 AL8242. The following values were computed from the NAD 83(2011) position.
 AL8242
 AL8242;                    North         East     Units Scale Factor Converg.
 AL8242;SPC FL W     -   500,669.331   194,737.731   MT  0.99994152   -0 01 33.7
 AL8242;SPC FL W     - 1,642,612.63    638,902.04   sFT  0.99994152   -0 01 33.7
 AL8242;UTM  17      - 3,192,085.578   397,198.397   MT  0.99973041   -0 30 31.0
 AL8242
 AL8242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8242!SPC FL W     -   1.00000159  x   0.99994152  =   0.99994311
 AL8242!UTM  17      -   1.00000159  x   0.99973041  =   0.99973200
 AL8242
 AL8242:                Primary Azimuth Mark                     Grid Az
 AL8242:SPC FL W     -  18 92 GPS 3                              181 20 08.9
 AL8242:UTM  17      -  18 92 GPS 3                              181 49 06.2
 AL8242
 AL8242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9719892085(NAD 83)
 AL8242
 AL8242|---------------------------------------------------------------------|
 AL8242| PID    Reference Object                     Distance      Geod. Az  |
 AL8242|                                                           dddmmss.s |
 AL8242| AL8241 18 92 GPS 3                         APPROX. 0.6 KM 1811835.2 |
 AL8242|---------------------------------------------------------------------|
 AL8242
 AL8242                          SUPERSEDED SURVEY CONTROL
 AL8242
 AL8242  NAD 83(2007)-  28 51 08.52023(N)    082 03 14.15779(W) AD(2002.00) 0
 AL8242  ELLIP H (02/10/07)  -10.067  (m)                       GP(2002.00)    
 AL8242  NAD 83(1999)-  28 51 08.52033(N)    082 03 14.15780(W) AD(       ) 1
 AL8242  ELLIP H (06/12/02)  -10.080  (m)                       GP(       ) 3 2
 AL8242  NAD 83(1990)-  28 51 08.51941(N)    082 03 14.15753(W) AD(       ) 1
 AL8242  ELLIP H (08/26/94)  -10.085  (m)                       GP(       ) 3 2
 AL8242
 AL8242.Superseded values are not recommended for survey control.
 AL8242
 AL8242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8242.See file dsdata.pdf to determine how the superseded data were derived.
 AL8242
 AL8242_MARKER: DD = SURVEY DISK
 AL8242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8242_STAMPING: 18 92 GPS 4
 AL8242_MARK LOGO: FLDT
 AL8242_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8242+STABILITY: SURFACE MOTION
 AL8242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8242+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2006
 AL8242
 AL8242  HISTORY     - Date     Condition        Report By
 AL8242  HISTORY     - 1992     MONUMENTED       FLDT
 AL8242  HISTORY     - 20060405 GOOD             USPSQD
 AL8242  HISTORY     - 20060915 GOOD             URS
 AL8242
 AL8242                          STATION DESCRIPTION
 AL8242
 AL8242'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8242'STATION IS LOCATED ABOUT 1.5 MILES (2.4 KM) SOUTHWEST OF WILDWOOD,
 AL8242'ABOUT 1 MILE (1.6 KM) NORTH OF THE FLORIDA TURNPIKE.
 AL8242'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND S.R. 44 AT
 AL8242'WILDWOOD, GO WEST ON S.R. 44 FOR ABOUT 0.5 MILES (0.8 KM) TO THE
 AL8242'INTERSECTION OF C.R. 213, GO NORTH ON C.R. 213 FOR ABOUT 0.35 MILE
 AL8242'(0.56 KM) TO THE INTERSECTION OF AN UNNAMED ROAD AND THE STATION.
 AL8242'THE STATION IS FLUSH WITH THE GROUND, 45.0 FEET (13.7 M) WEST OF THE
 AL8242'CENTER OF C.R. 213, 31.0 FEET (9.4 M) NORTH OF THE CENTER OF THE
 AL8242'UNNAMED ROAD, 23.0 FEET (7.0 M) EAST OF A METAL WITNESS SIGN ON
 AL8242'WOODEN POST 009 AND 6.7 FEET (2.0 M) WEST OF THE CENTER OF A METAL
 AL8242'MANHOLE COVER.
 AL8242
 AL8242                          STATION RECOVERY (2006)
 AL8242
 AL8242'RECOVERY NOTE BY US POWER SQUADRON 2006 (JJM)
 AL8242'RECOVERED IN GOOD CONDITION.
 AL8242
 AL8242                          STATION RECOVERY (2006)
 AL8242
 AL8242'RECOVERY NOTE BY URS COMPANY 2006 (RLH)
 AL8242'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7423 ***********************************************************************
 AK7423  DESIGNATION -  18 92 GPS 5
 AK7423  PID         -  AK7423
 AK7423  STATE/COUNTY-  FL/SUMTER
 AK7423  COUNTRY     -  US
 AK7423  USGS QUAD   -  LEESBURG WEST (2018)
 AK7423
 AK7423                         *CURRENT SURVEY CONTROL
 AK7423  ______________________________________________________________________
 AK7423* NAD 83(2011) POSITION- 28 49 18.08826(N) 081 57 32.29393(W)   ADJUSTED
 AK7423* NAD 83(2011) ELLIP HT-    -6.695 (meters)        (06/27/12)   ADJUSTED
 AK7423* NAD 83(2011) EPOCH   -  2010.00
 AK7423* NAVD 88 ORTHO HEIGHT -    20.7   (meters)       68.    (feet) GPS OBS
 AK7423  ______________________________________________________________________
 AK7423  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AK7423  GEOID HEIGHT    -        -28.130 (meters)                     GEOID93
 AK7423  GEOID HEIGHT    -        -27.410 (meters)                     GEOID18
 AK7423  NAD 83(2011) X  -    782,275.313 (meters)                     COMP
 AK7423  NAD 83(2011) Y  - -5,537,403.098 (meters)                     COMP
 AK7423  NAD 83(2011) Z  -  3,056,598.217 (meters)                     COMP
 AK7423  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 AK7423
 AK7423  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7423  Standards:
 AK7423         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7423            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7423  -------------------------------------------------------------------
 AK7423  NETWORK    0.97   1.78           0.39   0.40   0.91      0.22248860
 AK7423  -------------------------------------------------------------------
 AK7423  Click here for local accuracies and other accuracy information.
 AK7423
 AK7423.The horizontal coordinates were established by GPS observations
 AK7423.and adjusted by the National Geodetic Survey in June 2012.
 AK7423
 AK7423.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7423.been affixed to the stable North American tectonic plate. See 
 AK7423.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7423
 AK7423.The horizontal coordinates are valid at the epoch date displayed above
 AK7423.which is a decimal equivalence of Year/Month/Day.
 AK7423
 AK7423.The orthometric height was determined by GPS observations and a
 AK7423.high-resolution geoid model.
 AK7423
 AK7423.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7423.GEOID18 height accuracy estimate available here.
 AK7423
 AK7423.Click photographs - Photos may exist for this station.
 AK7423
 AK7423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7423
 AK7423.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7423
 AK7423.The ellipsoidal height was determined by GPS observations
 AK7423.and is referenced to NAD 83.
 AK7423
 AK7423. The following values were computed from the NAD 83(2011) position.
 AK7423
 AK7423;                    North         East     Units Scale Factor Converg.
 AK7423;SPC FL W     -   497,269.165   204,004.473   MT  0.99994137   +0 01 11.2
 AK7423;SPC FL W     - 1,631,457.25    669,304.68   sFT  0.99994137   +0 01 11.2
 AK7423;UTM  17      - 3,188,608.292   406,434.132   MT  0.99970803   -0 27 44.4
 AK7423
 AK7423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7423!SPC FL W     -   1.00000105  x   0.99994137  =   0.99994242
 AK7423!UTM  17      -   1.00000105  x   0.99970803  =   0.99970908
 AK7423
 AK7423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0643488608(NAD 83)
 AK7423
 AK7423                          SUPERSEDED SURVEY CONTROL
 AK7423
 AK7423  NAD 83(2007)-  28 49 18.08836(N)    081 57 32.29456(W) AD(2002.00) 0
 AK7423  ELLIP H (02/10/07)   -6.667  (m)                       GP(2002.00)    
 AK7423  NAD 83(1999)-  28 49 18.08844(N)    081 57 32.29456(W) AD(       ) 1
 AK7423  ELLIP H (06/12/02)   -6.680  (m)                       GP(       ) 3 2
 AK7423  NAD 83(1990)-  28 49 18.08760(N)    081 57 32.29439(W) AD(       ) 1
 AK7423  ELLIP H (08/26/94)   -6.674  (m)                       GP(       ) 3 2
 AK7423
 AK7423.Superseded values are not recommended for survey control.
 AK7423
 AK7423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7423.See file dsdata.pdf to determine how the superseded data were derived.
 AK7423
 AK7423_MARKER: DD = SURVEY DISK
 AK7423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7423_STAMPING: 18 92 GPS 5
 AK7423_MARK LOGO: FLDT
 AK7423_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7423+STABILITY: SURFACE MOTION
 AK7423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7423+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AK7423
 AK7423  HISTORY     - Date     Condition        Report By
 AK7423  HISTORY     - 1992     MONUMENTED       FLDT
 AK7423
 AK7423                          STATION DESCRIPTION
 AK7423
 AK7423'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AK7423'STATION IS LOCATED ABOUT 6 MILES (9.7 KM) SOUTHEAST OF WILDWOOD, ABOUT
 AK7423'0.3 MILE (0.5 KM) WEST OF THE SUMTER - LAKE COUNTYLINE.
 AK7423'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND S.R. 44 AT
 AK7423'WILDWOOD, GO EAST ON S.R. 44 FOR ABOUT 5.7 MILES (9.2 KM) TO A GOLF
 AK7423'DRIVING RANGE AND THE STATION.
 AK7423'THE STATION IS 2 INCHES BELOW THE GROUND, 240.0 FEET (73.2 M) WEST OF
 AK7423'THE PROJECTED CENTER OF C.R. 141, 93.0 FEET (28.3 M) WEST OF A METAL
 AK7423'WITNESS SIGN ON UTILITY POLE 47574 AND 42.0 FEET (12.8 M) SOUTH OF
 AK7423'THE CENTER OF S.R. 44.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL8243 ***********************************************************************
 AL8243  DESIGNATION -  18 92 GPS 6
 AL8243  PID         -  AL8243
 AL8243  STATE/COUNTY-  FL/SUMTER
 AL8243  COUNTRY     -  US
 AL8243  USGS QUAD   -  OXFORD (2018)
 AL8243
 AL8243                         *CURRENT SURVEY CONTROL
 AL8243  ______________________________________________________________________
 AL8243* NAD 83(2011) POSITION- 28 55 37.61155(N) 082 00 15.34907(W)   ADJUSTED
 AL8243* NAD 83(2011) ELLIP HT-    -6.429 (meters)        (06/27/12)   ADJUSTED
 AL8243* NAD 83(2011) EPOCH   -  2010.00
 AL8243* NAVD 88 ORTHO HEIGHT -    21.1   (meters)       69.    (feet) GPS OBS
 AL8243  ______________________________________________________________________
 AL8243  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AL8243  GEOID HEIGHT    -        -28.270 (meters)                     GEOID93
 AL8243  GEOID HEIGHT    -        -27.572 (meters)                     GEOID18
 AL8243  NAD 83(2011) X  -    777,112.868 (meters)                     COMP
 AL8243  NAD 83(2011) Y  - -5,532,432.545 (meters)                     COMP
 AL8243  NAD 83(2011) Z  -  3,066,830.165 (meters)                     COMP
 AL8243  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 AL8243
 AL8243  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AL8243  Standards:
 AL8243         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AL8243            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AL8243  -------------------------------------------------------------------
 AL8243  NETWORK    1.35   2.47           0.52   0.57   1.26      0.28289771
 AL8243  -------------------------------------------------------------------
 AL8243  Click here for local accuracies and other accuracy information.
 AL8243
 AL8243.The horizontal coordinates were established by GPS observations
 AL8243.and adjusted by the National Geodetic Survey in June 2012.
 AL8243
 AL8243.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AL8243.been affixed to the stable North American tectonic plate. See 
 AL8243.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AL8243
 AL8243.The horizontal coordinates are valid at the epoch date displayed above
 AL8243.which is a decimal equivalence of Year/Month/Day.
 AL8243
 AL8243.The orthometric height was determined by GPS observations and a
 AL8243.high-resolution geoid model.
 AL8243
 AL8243.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL8243.GEOID18 height accuracy estimate available here.
 AL8243
 AL8243.Click photographs - Photos may exist for this station.
 AL8243
 AL8243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AL8243
 AL8243.The Laplace correction was computed from DEFLEC18 derived deflections.
 AL8243
 AL8243.The ellipsoidal height was determined by GPS observations
 AL8243.and is referenced to NAD 83.
 AL8243
 AL8243. The following values were computed from the NAD 83(2011) position.
 AL8243
 AL8243;                    North         East     Units Scale Factor Converg.
 AL8243;SPC FL W     -   508,952.230   199,584.290   MT  0.99994118   -0 00 07.4
 AL8243;SPC FL W     - 1,669,787.44    654,802.79   sFT  0.99994118   -0 00 07.4
 AL8243;UTM  17      - 3,200,325.523   402,113.564   MT  0.99971824   -0 29 08.9
 AL8243
 AL8243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AL8243!SPC FL W     -   1.00000101  x   0.99994118  =   0.99994219
 AL8243!UTM  17      -   1.00000101  x   0.99971824  =   0.99971925
 AL8243
 AL8243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN0211300325(NAD 83)
 AL8243
 AL8243                          SUPERSEDED SURVEY CONTROL
 AL8243
 AL8243  NAD 83(2007)-  28 55 37.61162(N)    082 00 15.34985(W) AD(2002.00) 0
 AL8243  ELLIP H (02/10/07)   -6.400  (m)                       GP(2002.00)    
 AL8243  NAD 83(1999)-  28 55 37.61174(N)    082 00 15.34985(W) AD(       ) 1
 AL8243  ELLIP H (06/12/02)   -6.414  (m)                       GP(       ) 3 2
 AL8243  NAD 83(1990)-  28 55 37.61065(N)    082 00 15.34973(W) AD(       ) 1
 AL8243  ELLIP H (08/26/94)   -6.419  (m)                       GP(       ) 3 2
 AL8243
 AL8243.Superseded values are not recommended for survey control.
 AL8243
 AL8243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL8243.See file dsdata.pdf to determine how the superseded data were derived.
 AL8243
 AL8243_MARKER: DD = SURVEY DISK
 AL8243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL8243_STAMPING: 18 92 GPS 6
 AL8243_MARK LOGO: FLDT
 AL8243_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL8243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL8243+STABILITY: SURFACE MOTION
 AL8243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL8243+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AL8243
 AL8243  HISTORY     - Date     Condition        Report By
 AL8243  HISTORY     - 1992     MONUMENTED       FLDT
 AL8243
 AL8243                          STATION DESCRIPTION
 AL8243
 AL8243'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AL8243'STATION IS LOCATED ABOUT 5 MILES (8.0 KM) NORTHEAST OF WILDWOOD, ABOUT
 AL8243'2.5 MILES (4.0 KM) SOUTH OF THE SUMTER - MARION COUNTYLINE.
 AL8243'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 301 AND S.R. 44 AT
 AL8243'WILDWOOD, GO NORTH ON U.S. 301 FOR ABOUT 5.7 MILES (9.2 KM) TO THE
 AL8243'INTERSECTION OF C.R. 466, GO EAST ON C.R. 466 FOR ABOUT 2.0 MILES
 AL8243'(3.2 KM) TO THE INTERSECTION OF C.R. 113 AND THE STATION.
 AL8243'THE STATION IS 1 INCH BELOW THE GROUND, 91.0 FEET (27.7 M) WEST OF THE
 AL8243'CENTER OF C.R. 113, 43.0 FEET (13.1 M) SOUTH OF THE CENTER OF C.R.
 AL8243'466 AND 7.0 FEET (2.1 M) NORTH OF A METAL WITNESS SIGN ON WOODEN
 AL8243'FENCE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2333 ***********************************************************************
 AK2333  DESIGNATION -  18 A 102 P
 AK2333  PID         -  AK2333
 AK2333  STATE/COUNTY-  FL/BREVARD
 AK2333  COUNTRY     -  US
 AK2333  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2333
 AK2333                         *CURRENT SURVEY CONTROL
 AK2333  ______________________________________________________________________
 AK2333* NAD 83(1986) POSITION- 28 28 26.     (N) 080 33 23.     (W)   SCALED
 AK2333* NAVD 88 ORTHO HEIGHT -     1.928 (meters)        6.33  (feet) ADJUSTED
 AK2333  ______________________________________________________________________
 AK2333  GEOID HEIGHT    -        -28.259 (meters)                     GEOID18
 AK2333  DYNAMIC HEIGHT  -          1.925 (meters)        6.32  (feet) COMP
 AK2333  MODELED GRAVITY -    979,230.4   (mgal)                       NAVD 88
 AK2333
 AK2333  VERT ORDER      -  FIRST     CLASS II
 AK2333
 AK2333.The horizontal coordinates were scaled from a map and have
 AK2333.an estimated accuracy of +/- 6 seconds.
 AK2333
 AK2333.The orthometric height was determined by differential leveling and
 AK2333.adjusted by the NATIONAL GEODETIC SURVEY
 AK2333.in June 1991.
 AK2333
 AK2333.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2333.GEOID18 height accuracy estimate available here.
 AK2333
 AK2333.Click photographs - Photos may exist for this station.
 AK2333
 AK2333.The dynamic height is computed by dividing the NAVD 88
 AK2333.geopotential number by the normal gravity value computed on the
 AK2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2333.degrees latitude (g = 980.6199 gals.).
 AK2333
 AK2333.The modeled gravity was interpolated from observed gravity values.
 AK2333
 AK2333;                    North         East    Units  Estimated Accuracy
 AK2333;SPC FL E     -   458,800.      243,440.      MT  (+/- 180 meters Scaled)
 AK2333
 AK2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM434497(NAD 83)
 AK2333
 AK2333                          SUPERSEDED SURVEY CONTROL
 AK2333
 AK2333  NGVD 29 (??/??/92)    2.298  (m)            7.54   (f) ADJ UNCH    1 2
 AK2333
 AK2333.Superseded values are not recommended for survey control.
 AK2333
 AK2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2333.See file dsdata.pdf to determine how the superseded data were derived.
 AK2333
 AK2333_MARKER: DD = SURVEY DISK
 AK2333_SETTING: 0 = UNSPECIFIED SETTING
 AK2333_STAMPING: 18A 102P 1957
 AK2333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2333
 AK2333  HISTORY     - Date     Condition        Report By
 AK2333  HISTORY     - 1957     MONUMENTED       PANAM
 AK2333  HISTORY     - 1959     GOOD             CGS
 AK2333
 AK2333                          STATION DESCRIPTION
 AK2333
 AK2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AK2333'AT CAPE CANAVERAL.
 AK2333'AT CAPE CANAVERAL MISSILE BASE, ABOUT 1.5 MILES FROM CENTRAL
 AK2333'CONTROL ON CENTRAL CONTROL ROAD TO A PAVED ROAD RIGHT (SOUTH).
 AK2333'TURN RIGHT AND GO 0.3 MILE TO PAVED ROAD LEFT (EAST), TURN LEFT
 AK2333'AND GO 0.2 MILE TO MARK ON RIGHT WITH WHITE FENCE AROUND IT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5677 ***********************************************************************
 AK5677  DESIGNATION -  18 B TARGET BOARD
 AK5677  PID         -  AK5677
 AK5677  STATE/COUNTY-  FL/BREVARD
 AK5677  COUNTRY     -  US
 AK5677  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK5677
 AK5677                         *CURRENT SURVEY CONTROL
 AK5677  ______________________________________________________________________
 AK5677* NAD 83(1990) POSITION- 28 26 56.73574(N) 080 33 43.08571(W)   ADJUSTED
 AK5677* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 AK5677  ______________________________________________________________________
 AK5677  GEOID HEIGHT    -        -28.258 (meters)                     GEOID18
 AK5677  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 AK5677  HORZ ORDER      -  SECOND
 AK5677
 AK5677.The horizontal coordinates were established by classical geodetic methods
 AK5677.and adjusted by the National Geodetic Survey in May 1991.
 AK5677
 AK5677.The orthometric height was scaled from a topographic map.
 AK5677
 AK5677.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5677.GEOID18 height accuracy estimate available here.
 AK5677
 AK5677.Click photographs - Photos may exist for this station.
 AK5677
 AK5677.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK5677
 AK5677. The following values were computed from the NAD 83(1990) position.
 AK5677
 AK5677;                    North         East     Units Scale Factor Converg.
 AK5677;SPC FL E     -   456,054.086   242,903.380   MT  0.99996389   +0 12 31.2
 AK5677;SPC FL E     - 1,496,237.45    796,925.51   sFT  0.99996389   +0 12 31.2
 AK5677;UTM  17      - 3,147,030.463   542,888.742   MT  0.99962270   +0 12 31.2
 AK5677
 AK5677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5677!SPC FL E     -   1.00000403  x   0.99996389  =   0.99996792
 AK5677!UTM  17      -   1.00000403  x   0.99962270  =   0.99962673
 AK5677
 AK5677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4288847030(NAD 83)
 AK5677
 AK5677                          SUPERSEDED SURVEY CONTROL
 AK5677
 AK5677  NAD 83(1986)-  28 26 56.74189(N)    080 33 43.09892(W) AD(       ) 2
 AK5677  NAD 27      -  28 26 55.73545(N)    080 33 43.91244(W) AD(       ) 2
 AK5677
 AK5677.Superseded values are not recommended for survey control.
 AK5677
 AK5677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5677.See file dsdata.pdf to determine how the superseded data were derived.
 AK5677
 AK5677_MARKER: Z = SEE DESCRIPTION
 AK5677_SETTING: 0 = UNSPECIFIED SETTING
 AK5677_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5677
 AK5677  HISTORY     - Date     Condition        Report By
 AK5677  HISTORY     - 1958     MONUMENTED       CGS
 AK5677
 AK5677                          STATION DESCRIPTION
 AK5677
 AK5677'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AK5677'SEE STATION EIGHTEEN B
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE8610 ***********************************************************************
 DE8610  DESIGNATION -  18 CMP
 DE8610  PID         -  DE8610
 DE8610  STATE/COUNTY-  FL/PUTNAM
 DE8610  COUNTRY     -  US
 DE8610  USGS QUAD   -  CRESCENT CITY (2018)
 DE8610
 DE8610                         *CURRENT SURVEY CONTROL
 DE8610  ______________________________________________________________________
 DE8610* NAD 83(1986) POSITION- 29 29 25.8    (N) 081 34 57.6    (W)   HD_HELD2
 DE8610* NAVD 88 ORTHO HEIGHT -    21.891 (meters)       71.82  (feet) ADJUSTED
 DE8610  ______________________________________________________________________
 DE8610  GEOID HEIGHT    -        -28.489 (meters)                     GEOID18
 DE8610  DYNAMIC HEIGHT  -         21.861 (meters)       71.72  (feet) COMP
 DE8610  MODELED GRAVITY -    979,271.5   (mgal)                       NAVD 88
 DE8610
 DE8610  VERT ORDER      -  SECOND    CLASS I
 DE8610
 DE8610.The horizontal coordinates were established by autonomous hand held GPS
 DE8610.observations and have an estimated accuracy of +/- 10 meters.
 DE8610
 DE8610.The orthometric height was determined by differential leveling and
 DE8610.adjusted by the NATIONAL GEODETIC SURVEY
 DE8610.in February 2023.
 DE8610
 DE8610.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8610.GEOID18 height accuracy estimate available here.
 DE8610
 DE8610.Click photographs - Photos may exist for this station.
 DE8610
 DE8610.The dynamic height is computed by dividing the NAVD 88
 DE8610.geopotential number by the normal gravity value computed on the
 DE8610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8610.degrees latitude (g = 980.6199 gals.).
 DE8610
 DE8610.The modeled gravity was interpolated from observed gravity values.
 DE8610
 DE8610;                    North         East    Units  Estimated Accuracy
 DE8610;SPC FL E     -   571,535.      143,499.      MT  (+/- 10 meters HH2 GPS)
 DE8610
 DE8610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4351762472(NAD 83)
 DE8610
 DE8610                          SUPERSEDED SURVEY CONTROL
 DE8610
 DE8610  NAVD 88 (09/11/03)   21.900  (m)           71.85   (f) SUPERSEDED  2 1
 DE8610
 DE8610.Superseded values are not recommended for survey control.
 DE8610
 DE8610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE8610.See file dsdata.pdf to determine how the superseded data were derived.
 DE8610
 DE8610_MARKER: DD = SURVEY DISK
 DE8610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE8610_STAMPING: 18 CMP 1969
 DE8610_MARK LOGO: USGS
 DE8610_PROJECTION: RECESSED 15 CENTIMETERS
 DE8610_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE8610+STABILITY: SURFACE MOTION
 DE8610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8610+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2022
 DE8610
 DE8610  HISTORY     - Date     Condition        Report By
 DE8610  HISTORY     - 1969     MONUMENTED       USGS
 DE8610  HISTORY     - 20010524 GOOD             FLDEP
 DE8610  HISTORY     - 20020712 GOOD             FLDEP
 DE8610  HISTORY     - 20221213 GOOD             FLDEP
 DE8610
 DE8610                          STATION DESCRIPTION
 DE8610
 DE8610'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DE8610'THE MARK IS ABOUT 18.4 MI SOUTHEAST OF PALAKE, 6.6 MI NORTHWEST OF
 DE8610'CRESCENT CITY, 0.9 MI SOUTHEAST OF POMONA PARK, IN SECTION 4, TOWNSHIP
 DE8610'12 SOUTH, RANGE 27 EAST.
 DE8610'
 DE8610'TO REACH THE MARK FROM THE INTERSECTION OF CENTER AVENUE AND U.S.
 DE8610'HIGHWAY 17 (SUMMIT STREET) IN CRESCENT CITY, GO NORTH ON U.S. HIGHWAY
 DE8610'17 (SUMMIT STREET) FOR 0.4 MI TO THE POST OFFICE ON THE LEFT, CONTINUE
 DE8610'NORTH ON U.S. HIGHWAY 17 (SUMMIT STREET) FOR 6.2 MI TO THE MARK ON THE
 DE8610'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.6 FT
 DE8610'BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH U.S. HIGHWAY 17.
 DE8610'
 DE8610'LOCATED 230.5 FT NORTHWEST OF AND ACROSS U.S. HIGHWAY 17 FROM SURVEY
 DE8610'MARK Q 510 2001, 45.6 FT NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 DE8610'17, 10.0 FT SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD AT
 DE8610'1864 AND 4.4 FT NORTHWEST OF POWER POLE NUMBER 34224948203.
 DE8610
 DE8610                          STATION RECOVERY (2002)
 DE8610
 DE8610'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE8610'RECOVERED AS DESCRIBED.
 DE8610
 DE8610                          STATION RECOVERY (2022)
 DE8610
 DE8610'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (DMP)
 DE8610'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6672 ***********************************************************************
 DE6672  DESIGNATION -  18 D
 DE6672  PID         -  DE6672
 DE6672  STATE/COUNTY-  FL/VOLUSIA
 DE6672  COUNTRY     -  US
 DE6672  USGS QUAD   -  LAKE ASHBY (2018)
 DE6672
 DE6672                         *CURRENT SURVEY CONTROL
 DE6672  ______________________________________________________________________
 DE6672* NAD 83(1986) POSITION- 28 56 09.4    (N) 081 06 26.3    (W)   HD_HELD2
 DE6672* NAVD 88 ORTHO HEIGHT -     9.263 (meters)       30.39  (feet) ADJUSTED
 DE6672  ______________________________________________________________________
 DE6672  GEOID HEIGHT    -        -28.022 (meters)                     GEOID18
 DE6672  DYNAMIC HEIGHT  -          9.250 (meters)       30.35  (feet) COMP
 DE6672  MODELED GRAVITY -    979,256.6   (mgal)                       NAVD 88
 DE6672
 DE6672  VERT ORDER      -  SECOND    CLASS I
 DE6672
 DE6672.The horizontal coordinates were established by autonomous hand held GPS
 DE6672.observations and have an estimated accuracy of +/- 10 meters.
 DE6672
 DE6672.The orthometric height was determined by differential leveling and
 DE6672.adjusted by the NATIONAL GEODETIC SURVEY
 DE6672.in May 2004.
 DE6672
 DE6672.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6672.GEOID18 height accuracy estimate available here.
 DE6672
 DE6672.Click photographs - Photos may exist for this station.
 DE6672
 DE6672.The dynamic height is computed by dividing the NAVD 88
 DE6672.geopotential number by the normal gravity value computed on the
 DE6672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6672.degrees latitude (g = 980.6199 gals.).
 DE6672
 DE6672.The modeled gravity was interpolated from observed gravity values.
 DE6672
 DE6672;                    North         East    Units  Estimated Accuracy
 DE6672;SPC FL E     -   509,936.      189,538.      MT  (+/- 10 meters HH2 GPS)
 DE6672
 DE6672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8954200893(NAD 83)
 DE6672
 DE6672                          SUPERSEDED SURVEY CONTROL
 DE6672
 DE6672.No superseded survey control is available for this station.
 DE6672
 DE6672_MARKER: DD = SURVEY DISK
 DE6672_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE6672_STAMPING: BM 18-D
 DE6672_MARK LOGO: FLDT
 DE6672_PROJECTION: RECESSED 8 CENTIMETERS
 DE6672_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6672+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2021
 DE6672
 DE6672  HISTORY     - Date     Condition        Report By
 DE6672  HISTORY     - UNK      MONUMENTED       FLDT
 DE6672  HISTORY     - 19980909 GOOD             FLDEP
 DE6672  HISTORY     - 20210407 GOOD             GEOCAC
 DE6672
 DE6672                          STATION DESCRIPTION
 DE6672
 DE6672'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 DE6672'THE MARK IS ABOUT 15.3 MI (24.6 KM) NORTHEAST OF SANFORD, 7.2 MI (11.6
 DE6672'KM) NORTHEAST OF OSTEEN IN SECTION 10, TOWNSHIP 18 SOUTH, RANGE 32
 DE6672'EAST. TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 4162 AND
 DE6672'STATE ROAD 415 IN OSTEEN, GO NORTHEAST ON STATE ROAD 415 FOR 7.05 MI
 DE6672'(11.35 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A PREFABRICATED
 DE6672'4X4 CONCRETE POST RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE
 DE6672'GROUND AND STATE ROAD 415.  THE MARK CAN ALSO BE REACHED FROM THE
 DE6672'JUNCTION OF STATE ROAD 44 AND STATE ROAD 415, 9.0 MI (14.5 KM) WEST OF
 DE6672'NEW SMYRNA BEACH, GO SOUTHWEST ON STATE ROAD 415 FOR 5.85 MI (9.41 KM)
 DE6672'TO THE MARK ON THE LEFT. LOCATED 50.6 FT (15.4 M) SOUTHEAST OF THE
 DE6672'CENTERLINE OF STATE ROAD 415, 1.0 FT (0.3 M) SOUTHEAST OF A CARSONITE
 DE6672'WITNESS POST AND 1.0 FT (0.3 M) NORTHEAST OF A METAL WITNESS POST.
 DE6672
 DE6672                          STATION RECOVERY (2021)
 DE6672
 DE6672'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DE6672'THE MARK IS 476.0 FT (145.1 M) SOUTHWEST OF THE CENTERLINE OF AN
 DE6672'ASPHALT DRIVEWAY LEADING SOUTHEAST TO LAKE ASHBY MOBILE HOME PARK AT
 DE6672'ADDRESS 1165 AND 1.5 FT (0.5 M) NORTHWEST OF A WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0335 ***********************************************************************
 BE0335  DESIGNATION -  18 JWM USGS
 BE0335  PID         -  BE0335
 BE0335  STATE/COUNTY-  FL/JACKSON
 BE0335  COUNTRY     -  US
 BE0335  USGS QUAD   -  DELLWOOD (2018)
 BE0335
 BE0335                         *CURRENT SURVEY CONTROL
 BE0335  ______________________________________________________________________
 BE0335* NAD 83(1986) POSITION- 30 47 55.     (N) 085 05 41.     (W)   SCALED
 BE0335* NAVD 88 ORTHO HEIGHT -    38.804 (meters)      127.31  (feet) ADJUSTED
 BE0335  ______________________________________________________________________
 BE0335  GEOID HEIGHT    -        -28.309 (meters)                     GEOID18
 BE0335  DYNAMIC HEIGHT  -         38.754 (meters)      127.15  (feet) COMP
 BE0335  MODELED GRAVITY -    979,341.0   (mgal)                       NAVD 88
 BE0335
 BE0335  VERT ORDER      -  SECOND    CLASS 0
 BE0335
 BE0335.The horizontal coordinates were scaled from a map and have
 BE0335.an estimated accuracy of +/- 6 seconds.
 BE0335
 BE0335.The orthometric height was determined by differential leveling and
 BE0335.adjusted by the NATIONAL GEODETIC SURVEY
 BE0335.in June 1991.
 BE0335
 BE0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0335.GEOID18 height accuracy estimate available here.
 BE0335
 BE0335.Click photographs - Photos may exist for this station.
 BE0335
 BE0335.The dynamic height is computed by dividing the NAVD 88
 BE0335.geopotential number by the normal gravity value computed on the
 BE0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0335.degrees latitude (g = 980.6199 gals.).
 BE0335
 BE0335.The modeled gravity was interpolated from observed gravity values.
 BE0335
 BE0335;                    North         East    Units  Estimated Accuracy
 BE0335;SPC FL N     -   199,530.      543,080.      MT  (+/- 180 meters Scaled)
 BE0335
 BE0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV822088(NAD 83)
 BE0335
 BE0335                          SUPERSEDED SURVEY CONTROL
 BE0335
 BE0335  NGVD 29 (??/??/92)   38.934  (m)          127.74   (f) ADJ UNCH    2 0
 BE0335
 BE0335.Superseded values are not recommended for survey control.
 BE0335
 BE0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0335.See file dsdata.pdf to determine how the superseded data were derived.
 BE0335
 BE0335_MARKER: DD = SURVEY DISK
 BE0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0335_STAMPING: 18 JWM 1951 128
 BE0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0335+STABILITY: SURFACE MOTION
 BE0335
 BE0335  HISTORY     - Date     Condition        Report By
 BE0335  HISTORY     - 1951     MONUMENTED       USGS
 BE0335  HISTORY     - 1952     GOOD             CGS
 BE0335  HISTORY     - 1955     GOOD             CGS
 BE0335  HISTORY     - 19910423 GOOD             USPSQD
 BE0335  HISTORY     - 20010331 GOOD             NGS
 BE0335
 BE0335                          STATION DESCRIPTION
 BE0335
 BE0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0335'3.2 MI SW FROM DELLWOOD.
 BE0335'ABOUT 3.25 MILES SOUTHWEST AND WEST ALONG A GRADED ROAD FROM THE
 BE0335'SCHOOL AT DELLWOOD, AT THE JUNCTION OF A ROAD SOUTH, 28 FEET
 BE0335'SOUTH OF CENTER LINE OF ROAD, 93 FEET WEST-NORTHWEST AND ACROSS
 BE0335'ROAD SOUTH FROM THE NORTHWEST CORNER OF A CONCRETE BLOCK HOUSE,
 BE0335'30 FEET WEST OF CENTER LINE OF ROAD SOUTH, 32 1/2 FEET NORTHEAST
 BE0335'OF A LONE 10-INCH PINE TREE, 1 1/2 FEET WEST OF A WHITE WOODEN
 BE0335'WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET IN THE
 BE0335'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- A NEW ROAD
 BE0335'PARALLELS THE OLD ROAD ALONG ITS NORTH SIDE.  THE MARK IS
 BE0335'120 FEET SOUTH ACROSS THE OLD ROAD FROM THE CENTERLINE OF THE NEW
 BE0335'ROAD.
 BE0335
 BE0335                          STATION RECOVERY (1955)
 BE0335
 BE0335'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BE0335'RECOVERED IN GOOD CONDITION.
 BE0335
 BE0335                          STATION RECOVERY (1991)
 BE0335
 BE0335'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR)
 BE0335'RECOVERED IN GOOD CONDITION.
 BE0335
 BE0335                          STATION RECOVERY (2001)
 BE0335
 BE0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0335'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2607 ***********************************************************************
 AD2607  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2607  DESIGNATION -  18.090 FLHD
 AD2607  PID         -  AD2607
 AD2607  STATE/COUNTY-  FL/BROWARD
 AD2607  COUNTRY     -  US
 AD2607  USGS QUAD   -  BOCA RATON (2018)
 AD2607
 AD2607                         *CURRENT SURVEY CONTROL
 AD2607  ______________________________________________________________________
 AD2607* NAD 83(1986) POSITION- 26 15 41.     (N) 080 04 58.     (W)   SCALED
 AD2607* NAVD 88 ORTHO HEIGHT -     5.015 (meters)       16.45  (feet) ADJUSTED
 AD2607  ______________________________________________________________________
 AD2607  GEOID HEIGHT    -        -25.950 (meters)                     GEOID18
 AD2607  DYNAMIC HEIGHT  -          5.007 (meters)       16.43  (feet) COMP
 AD2607  MODELED GRAVITY -    979,072.8   (mgal)                       NAVD 88
 AD2607
 AD2607  VERT ORDER      -  SECOND    CLASS 0
 AD2607
 AD2607.The horizontal coordinates were scaled from a map and have
 AD2607.an estimated accuracy of +/- 6 seconds.
 AD2607
 AD2607.The orthometric height was determined by differential leveling and
 AD2607.adjusted by the NATIONAL GEODETIC SURVEY
 AD2607.in June 1991.
 AD2607
 AD2607.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2607.GEOID18 height accuracy estimate available here.
 AD2607
 AD2607.This Tidal Bench Mark is designated as VM 5671
 AD2607.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2607
 AD2607.This Tidal Bench Mark is designated as VM 5676
 AD2607.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2607
 AD2607.This Tidal Bench Mark is designated as VM 5681
 AD2607.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2607
 AD2607.Click photographs - Photos may exist for this station.
 AD2607
 AD2607.The dynamic height is computed by dividing the NAVD 88
 AD2607.geopotential number by the normal gravity value computed on the
 AD2607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2607.degrees latitude (g = 980.6199 gals.).
 AD2607
 AD2607.The modeled gravity was interpolated from observed gravity values.
 AD2607
 AD2607;                    North         East    Units  Estimated Accuracy
 AD2607;SPC FL E     -   213,900.      291,620.      MT  (+/- 180 meters Scaled)
 AD2607
 AD2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK915049(NAD 83)
 AD2607
 AD2607                          SUPERSEDED SURVEY CONTROL
 AD2607
 AD2607  NGVD 29 (??/??/92)    5.500  (m)           18.04   (f) SUPERSEDED  2 0
 AD2607  NGVD 29 (09/01/92)    5.494  (m)           18.02   (f) ADJUSTED    2 0
 AD2607
 AD2607.Superseded values are not recommended for survey control.
 AD2607
 AD2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2607.See file dsdata.pdf to determine how the superseded data were derived.
 AD2607
 AD2607_MARKER: DD = SURVEY DISK
 AD2607_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2607_SP_SET: CURB
 AD2607_STAMPING: 18.090
 AD2607_MARK LOGO: FLHD
 AD2607_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2607
 AD2607  HISTORY     - Date     Condition        Report By
 AD2607  HISTORY     - UNK      MONUMENTED       FLHD
 AD2607  HISTORY     - 1970     GOOD             NGS
 AD2607  HISTORY     - 1973     GOOD             NGS
 AD2607  HISTORY     - 1981     GOOD             FLDNR
 AD2607  HISTORY     - 1986     GOOD             FLDNR
 AD2607  HISTORY     - 1989     GOOD             USPSQD
 AD2607  HISTORY     - 1990     GOOD             USPSQD
 AD2607  HISTORY     - 19980218 GOOD             USPSQD
 AD2607  HISTORY     - 20010912 MARK NOT FOUND   USPSQD
 AD2607  HISTORY     - 20020830 MARK NOT FOUND   USPSQD
 AD2607  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD2607  HISTORY     - 20070113 MARK NOT FOUND   USPSQD
 AD2607  HISTORY     - 20110205 MARK NOT FOUND   GEOCAC
 AD2607
 AD2607                          STATION DESCRIPTION
 AD2607
 AD2607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2607'2.3 MI N FROM POMPANO BEACH.
 AD2607'ABOUT 2.3 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE
 AD2607'JUNCTION OF STATE HIGHWAY 814 AT POMPANO BEACH, SET ON THE TOP OF
 AD2607'THE NORTHWEST CURB OF THE HIGHWAY BRIDGE OVER HILLSBORO INLET,
 AD2607'15.6 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 6.9 FEET
 AD2607'SOUTHWEST OF THE NORTHEAST END OF THE BANNISTER AND ABOUT 1 FOOT
 AD2607'ABOVE THE LEVEL OF THE HIGHWAY.  NOTE-- MARK MAY BE REACHED
 AD2607'BY GOING 3.75 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE
 AD2607'JUNCTION OF STATE HIGHWAY 810 AT DEERFIELD BEACH.
 AD2607
 AD2607                          STATION RECOVERY (1973)
 AD2607
 AD2607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2607'RECOVERED IN GOOD CONDITION.
 AD2607
 AD2607                          STATION RECOVERY (1981)
 AD2607
 AD2607'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2607'RECOVERED IN GOOD CONDITION.
 AD2607
 AD2607                          STATION RECOVERY (1986)
 AD2607
 AD2607'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AD2607'RECOVERED IN GOOD CONDITION.
 AD2607
 AD2607                          STATION RECOVERY (1989)
 AD2607
 AD2607'RECOVERY NOTE BY US POWER SQUADRON 1989 (AJM)
 AD2607'RECOVERED IN GOOD CONDITION.
 AD2607
 AD2607                          STATION RECOVERY (1990)
 AD2607
 AD2607'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2607'RECOVERED IN GOOD CONDITION.
 AD2607
 AD2607                          STATION RECOVERY (1998)
 AD2607
 AD2607'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2607'RECOVERED IN GOOD CONDITION.
 AD2607
 AD2607                          STATION RECOVERY (2001)
 AD2607
 AD2607'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWL)
 AD2607'MARK NOT FOUND.
 AD2607
 AD2607                          STATION RECOVERY (2002)
 AD2607
 AD2607'RECOVERY NOTE BY US POWER SQUADRON 2002 (TM)
 AD2607'MARK NOT FOUND.
 AD2607
 AD2607                          STATION RECOVERY (2004)
 AD2607
 AD2607'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD2607'MARK NOT FOUND
 AD2607
 AD2607                          STATION RECOVERY (2007)
 AD2607
 AD2607'RECOVERY NOTE BY US POWER SQUADRON 2007 (RI)
 AD2607'MARK NOT FOUND.
 AD2607
 AD2607                          STATION RECOVERY (2011)
 AD2607
 AD2607'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD2607'THE NORTHWEST CURB OF THE BRIDGE HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7278 ***********************************************************************
 AL7278  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7278  DESIGNATION -  18.32 NW
 AL7278  PID         -  AL7278
 AL7278  STATE/COUNTY-  FL/CITRUS
 AL7278  COUNTRY     -  US
 AL7278  USGS QUAD   -  RED LEVEL (2018)
 AL7278
 AL7278                         *CURRENT SURVEY CONTROL
 AL7278  ______________________________________________________________________
 AL7278* NAD 83(1986) POSITION- 28 54 07.47   (N) 082 38 45.86   (W)   HD_HELD1
 AL7278* NAVD 88 ORTHO HEIGHT -     5.262 (meters)       17.26  (feet) ADJUSTED
 AL7278  ______________________________________________________________________
 AL7278  GEOID HEIGHT    -        -27.244 (meters)                     GEOID18
 AL7278  DYNAMIC HEIGHT  -          5.254 (meters)       17.24  (feet) COMP
 AL7278  MODELED GRAVITY -    979,228.2   (mgal)                       NAVD 88
 AL7278
 AL7278  VERT ORDER      -  FIRST     CLASS II
 AL7278
 AL7278.The horizontal coordinates were determined by differentially corrected
 AL7278.hand held GPS observations or other comparable positioning techniques
 AL7278.and have an estimated accuracy of +/- 3 meters.
 AL7278
 AL7278.The orthometric height was determined by differential leveling and
 AL7278.adjusted by the NATIONAL GEODETIC SURVEY
 AL7278.in August 2010.
 AL7278
 AL7278.No vertical observational check was made to the station.
 AL7278
 AL7278.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7278.GEOID18 height accuracy estimate available here.
 AL7278
 AL7278.This Tidal Bench Mark is designated as VM 7803
 AL7278.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AL7278
 AL7278.Click photographs - Photos may exist for this station.
 AL7278
 AL7278.The dynamic height is computed by dividing the NAVD 88
 AL7278.geopotential number by the normal gravity value computed on the
 AL7278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7278.degrees latitude (g = 980.6199 gals.).
 AL7278
 AL7278.The modeled gravity was interpolated from observed gravity values.
 AL7278
 AL7278;                    North         East    Units  Estimated Accuracy
 AL7278;SPC FL W     -   506,348.9     136,991.2     MT  (+/- 3 meters HH1 GPS) 
 AL7278
 AL7278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3950998250(NAD 83)
 AL7278
 AL7278                          SUPERSEDED SURVEY CONTROL
 AL7278
 AL7278  NAVD 88 (??/??/92)    5.219  (m)           17.12   (f) SUPERSEDED  3 0
 AL7278
 AL7278.Superseded values are not recommended for survey control.
 AL7278
 AL7278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7278.See file dsdata.pdf to determine how the superseded data were derived.
 AL7278
 AL7278_MARKER: DD = SURVEY DISK
 AL7278_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7278_SP_SET: BRIDGE CURB
 AL7278_STAMPING: 18.32
 AL7278_MARK LOGO: FLSRD
 AL7278_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7278_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL7278+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2022
 AL7278
 AL7278  HISTORY     - Date     Condition        Report By
 AL7278  HISTORY     - UNK      MONUMENTED       FLDT
 AL7278  HISTORY     - 1977     GOOD             FLDNR
 AL7278  HISTORY     - 1985     GOOD             FLDNR
 AL7278  HISTORY     - 1989     GOOD             USPSQD
 AL7278  HISTORY     - 19910214 GOOD             USPSQD
 AL7278  HISTORY     - 20090110 GOOD             FLDEP
 AL7278  HISTORY     - 20220926 GOOD             FLDEP
 AL7278
 AL7278                          STATION DESCRIPTION
 AL7278
 AL7278'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7278'7.2 MI SW FROM CRYSTAL RIVER.
 AL7278'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 44,
 AL7278'AT CRYSTAL RIVER. PROCEED SOUTHEASTERLY ALONG US HIGHWAY 19/98,
 AL7278'1.1 MILES TO WHERE STATE ROAD 44 PICKS UP AGAIN TO THE RIGHT, AND
 AL7278'ANOTHER ROAD GOING WEST TO PARADISE POINT, THENCE SOUTHWEST ALONG
 AL7278'STATE ROAD 44, 2.4 MILES TO THE INTERSECTION OF SUNCOAST BOULEVARD,
 AL7278'PROCEED NORTH AND WEST ALONG STATE ROAD 44, 3.7 MILES TO THE BRIDGE
 AL7278'OVER SALT RIVER. THE MARK BEARS 0.8 FEET NORTHWEST OF THE NORTHWEST
 AL7278'END OF THE BRIDGE, 1 FOOT NORTHWEST OF A 2.5 FOOT CONCRETE RAIL,
 AL7278'0.3 FEET SOUTHEAST OF THE END OF A METAL GUARD RAIL, SET FLUSH
 AL7278'IN THE TOP CENTER OF THE 1.3 FEET THICK CONCRETE CURB ABUTMENT,
 AL7278'15 FEET SOUTHWEST OF THE CENTER LINE OF THE BRIDGE.
 AL7278
 AL7278                          STATION RECOVERY (1985)
 AL7278
 AL7278'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7278'RECOVERED IN GOOD CONDITION EXCEPT 3.7 MILES SHOULD BE 3.3 MILES.
 AL7278
 AL7278                          STATION RECOVERY (1989)
 AL7278
 AL7278'RECOVERY NOTE BY US POWER SQUADRON 1989 (JG)
 AL7278'RECOVERED IN GOOD CONDITION.
 AL7278
 AL7278                          STATION RECOVERY (1991)
 AL7278
 AL7278'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7278'RECOVERED IN GOOD CONDITION.
 AL7278
 AL7278                          STATION RECOVERY (2009)
 AL7278
 AL7278'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AL7278'RECOVERED AS DESCRIBED.
 AL7278
 AL7278                          STATION RECOVERY (2022)
 AL7278
 AL7278'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (DLP)
 AL7278'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7277 ***********************************************************************
 AL7277  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7277  DESIGNATION -  18.32 SE
 AL7277  PID         -  AL7277
 AL7277  STATE/COUNTY-  FL/CITRUS
 AL7277  COUNTRY     -  US
 AL7277  USGS QUAD   -  RED LEVEL (2018)
 AL7277
 AL7277                         *CURRENT SURVEY CONTROL
 AL7277  ______________________________________________________________________
 AL7277* NAD 83(1986) POSITION- 28 54 04.2    (N) 082 38 43.2    (W)   HD_HELD2
 AL7277* NAVD 88 ORTHO HEIGHT -     5.260 (meters)       17.26  (feet) ADJUSTED
 AL7277  ______________________________________________________________________
 AL7277  GEOID HEIGHT    -        -27.243 (meters)                     GEOID18
 AL7277  DYNAMIC HEIGHT  -          5.252 (meters)       17.23  (feet) COMP
 AL7277  MODELED GRAVITY -    979,228.1   (mgal)                       NAVD 88
 AL7277
 AL7277  VERT ORDER      -  FIRST     CLASS II
 AL7277
 AL7277.The horizontal coordinates were established by autonomous hand held GPS
 AL7277.observations and have an estimated accuracy of +/- 10 meters.
 AL7277
 AL7277.The orthometric height was determined by differential leveling and
 AL7277.adjusted by the NATIONAL GEODETIC SURVEY
 AL7277.in August 2010.
 AL7277
 AL7277.No vertical observational check was made to the station.
 AL7277
 AL7277.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7277.GEOID18 height accuracy estimate available here.
 AL7277
 AL7277.This Tidal Bench Mark is designated as VM 7802
 AL7277.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AL7277
 AL7277.Click photographs - Photos may exist for this station.
 AL7277
 AL7277.The dynamic height is computed by dividing the NAVD 88
 AL7277.geopotential number by the normal gravity value computed on the
 AL7277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7277.degrees latitude (g = 980.6199 gals.).
 AL7277
 AL7277.The modeled gravity was interpolated from observed gravity values.
 AL7277
 AL7277;                    North         East    Units  Estimated Accuracy
 AL7277;SPC FL W     -   506,248.      137,063.      MT  (+/- 10 meters HH2 GPS)
 AL7277
 AL7277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3958098149(NAD 83)
 AL7277
 AL7277                          SUPERSEDED SURVEY CONTROL
 AL7277
 AL7277  NAVD 88 (??/??/92)    5.217  (m)           17.12   (f) SUPERSEDED  3 0
 AL7277
 AL7277.Superseded values are not recommended for survey control.
 AL7277
 AL7277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7277.See file dsdata.pdf to determine how the superseded data were derived.
 AL7277
 AL7277_MARKER: DD = SURVEY DISK
 AL7277_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL7277_SP_SET: BRIDGE CURB
 AL7277_STAMPING: 18.32
 AL7277_MARK LOGO: FLSRD
 AL7277_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL7277_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL7277+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2022
 AL7277
 AL7277  HISTORY     - Date     Condition        Report By
 AL7277  HISTORY     - UNK      MONUMENTED       FLDT
 AL7277  HISTORY     - 1977     GOOD             FLDNR
 AL7277  HISTORY     - 1985     GOOD             FLDNR
 AL7277  HISTORY     - 20090110 GOOD             FLDEP
 AL7277  HISTORY     - 20220926 GOOD             FLDEP
 AL7277
 AL7277                          STATION DESCRIPTION
 AL7277
 AL7277'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7277'7.2 MI SW FROM CRYSTAL RIVER.
 AL7277'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 44,
 AL7277'AT CRYSTAL RIVER. PROCEED SOUTHEASTERLY ALONG US HIGHWAY 19/98,
 AL7277'1.1 MILES TO WHERE STATE ROAD 44 PICKS UP AGAIN TO THE RIGHT, AND
 AL7277'ANOTHER ROAD GOING WEST TO PARADISE POINT, THENCE SOUTHWEST ALONG
 AL7277'STATE ROAD 44, 2.4 MILES TO THE INTERSECTION OF SUNCOAST BOULEVARD,
 AL7277'PROCEED NORTH AND WEST ALONG STATE ROAD 44, 3.7 MILES TO THE BRIDGE
 AL7277'OVER SALT RIVER. THE MARK BEARS 0.8 FEET SOUTHEAST OF THE SOUTHEAST
 AL7277'END OF THE BRIDGE, 15 FEET NORTHEAST OF THE CENTER LINE OF THE BRIDGE
 AL7277'SET FLUSH IN THE TOP CENTER OF A 1.3 FEET THICK CONCRETE CURB
 AL7277'ABUTMENT.
 AL7277
 AL7277                          STATION RECOVERY (1985)
 AL7277
 AL7277'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7277'RECOVERED IN GOOD CONDITION EXCEPT 3.7 MILES SHOULD BE 3.3 MILES.
 AL7277
 AL7277                          STATION RECOVERY (2009)
 AL7277
 AL7277'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AL7277'RECOVERED AS DESCRIBED.
 AL7277
 AL7277                          STATION RECOVERY (2022)
 AL7277
 AL7277'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (DLP)
 AL7277'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8266 ***********************************************************************
 AD8266  DESIGNATION -  18.72
 AD8266  PID         -  AD8266
 AD8266  STATE/COUNTY-  FL/HENDRY
 AD8266  COUNTRY     -  US
 AD8266  USGS QUAD   -  GOODNO (2018)
 AD8266
 AD8266                         *CURRENT SURVEY CONTROL
 AD8266  ______________________________________________________________________
 AD8266* NAD 83(1986) POSITION- 26 46 06.     (N) 081 22 26.     (W)   SCALED
 AD8266* NAVD 88 ORTHO HEIGHT -     5.345 (meters)       17.54  (feet) ADJUSTED
 AD8266  ______________________________________________________________________
 AD8266  GEOID HEIGHT    -        -24.451 (meters)                     GEOID18
 AD8266  DYNAMIC HEIGHT  -          5.337 (meters)       17.51  (feet) COMP
 AD8266  MODELED GRAVITY -    979,099.0   (mgal)                       NAVD 88
 AD8266
 AD8266  VERT ORDER      -  FIRST     CLASS II
 AD8266
 AD8266.The horizontal coordinates were scaled from a map and have
 AD8266.an estimated accuracy of +/- 6 seconds.
 AD8266
 AD8266.The orthometric height was determined by differential leveling and
 AD8266.adjusted by the NATIONAL GEODETIC SURVEY
 AD8266.in September 1992.
 AD8266
 AD8266.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8266.GEOID18 height accuracy estimate available here.
 AD8266
 AD8266.Click photographs - Photos may exist for this station.
 AD8266
 AD8266.The dynamic height is computed by dividing the NAVD 88
 AD8266.geopotential number by the normal gravity value computed on the
 AD8266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8266.degrees latitude (g = 980.6199 gals.).
 AD8266
 AD8266.The modeled gravity was interpolated from observed gravity values.
 AD8266
 AD8266;                    North         East    Units  Estimated Accuracy
 AD8266;SPC FL E     -   269,790.      162,820.      MT  (+/- 180 meters Scaled)
 AD8266
 AD8266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK628608(NAD 83)
 AD8266
 AD8266                          SUPERSEDED SURVEY CONTROL
 AD8266
 AD8266  NGVD 29 (09/01/92)    5.735  (m)           18.82   (f) ADJUSTED    1 2
 AD8266
 AD8266.Superseded values are not recommended for survey control.
 AD8266
 AD8266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8266.See file dsdata.pdf to determine how the superseded data were derived.
 AD8266
 AD8266_MARKER: DD = SURVEY DISK
 AD8266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8266_SP_SET: HEADWALL
 AD8266_STAMPING: 18.72
 AD8266_MARK LOGO: FLDT
 AD8266_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8266+STABILITY: SURFACE MOTION
 AD8266_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8266+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1992
 AD8266
 AD8266  HISTORY     - Date     Condition        Report By
 AD8266  HISTORY     - UNK      MONUMENTED       FLDT
 AD8266  HISTORY     - 19920401 GOOD             NGS
 AD8266  HISTORY     - 20050719 GOOD             INDIV
 AD8266  HISTORY     - 20240205 MARK NOT FOUND   GEOCAC
 AD8266
 AD8266                          STATION DESCRIPTION
 AD8266
 AD8266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8266'6.5 KM (4.05 MI) EASTERLY ALONG STATE HIGHWAY 80 FROM THE COUNTY
 AD8266'COURTHOUSE IN LA BELLE, IN TOP OF AND 7.2 M (23.6 FT) EAST OF THE
 AD8266'WEST END OF THE SOUTH CONCRETE HEADWALL OF A BOX CULVERT, 100.0 M
 AD8266'(328.1 FT) EAST OF THE CENTER OF CEDARWOOD PARKWAY, 8.2 M (26.9 FT)
 AD8266'SOUTH OF THE HIGHWAY CENTERLINE, AND 0.3 M (1.0 FT) BELOW THE LEVEL
 AD8266'OF THE HIGHWAY.
 AD8266
 AD8266                          STATION RECOVERY (2005)
 AD8266
 AD8266'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (CGC)
 AD8266'RECOVERED AS DESCRIBED
 AD8266
 AD8266                          STATION RECOVERY (2024)
 AD8266
 AD8266'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 AD8266'HEADWALL REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD0720 ***********************************************************************
 AD0720  DESIGNATION -  18.8
 AD0720  PID         -  AD0720
 AD0720  STATE/COUNTY-  FL/PALM BEACH
 AD0720  COUNTRY     -  US
 AD0720  USGS QUAD   -  LAKE HARBOR (2018)
 AD0720
 AD0720                         *CURRENT SURVEY CONTROL
 AD0720  ______________________________________________________________________
 AD0720* NAD 83(1986) POSITION- 26 41 40.     (N) 080 48 26.     (W)   SCALED
 AD0720* NAVD 88 ORTHO HEIGHT -     5.31  (+/-2cm)       17.4   (feet) VERTCON3
 AD0720  ______________________________________________________________________
 AD0720  GEOID HEIGHT    -        -24.938 (meters)                     GEOID18
 AD0720  VERT ORDER      -  ? (See Below)
 AD0720
 AD0720.The horizontal coordinates were scaled from a map and have
 AD0720.an estimated accuracy of +/- 6 seconds.
 AD0720
 AD0720.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD0720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD0720
 AD0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD0720.GEOID18 height accuracy estimate available here.
 AD0720
 AD0720.The vertical order pertains to the NGVD 29 superseded value.
 AD0720
 AD0720.Click photographs - Photos may exist for this station.
 AD0720
 AD0720;                    North         East    Units  Estimated Accuracy
 AD0720;SPC FL E     -   261,570.      219,180.      MT  (+/- 180 meters Scaled)
 AD0720
 AD0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK191526(NAD 83)
 AD0720
 AD0720                          SUPERSEDED SURVEY CONTROL
 AD0720
 AD0720  NGVD 29 (??/??/92)    5.742  (m)           18.84   (f) ADJ UNCH       
 AD0720
 AD0720.Superseded values are not recommended for survey control.
 AD0720
 AD0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0720.See file dsdata.pdf to determine how the superseded data were derived.
 AD0720
 AD0720_MARKER: X = CHISELED CROSS
 AD0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD0720_SP_SET: WALL
 AD0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD0720
 AD0720  HISTORY     - Date     Condition        Report By
 AD0720  HISTORY     - UNK      MONUMENTED       FLHD
 AD0720  HISTORY     - 1942     GOOD             CGS
 AD0720  HISTORY     - 1964     GOOD             CGS
 AD0720
 AD0720                          STATION DESCRIPTION
 AD0720
 AD0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AD0720'AT LAKE HARBOR.
 AD0720'AT LAKE HARBOR, PALM BEACH COUNTY, AT THE ENTRANCE OF MIAMI
 AD0720'CANAL INTO LAKE OKEECHOBEE, ON THE TOP OF THE WEST CONCRETE
 AD0720'WALL OF THE LOCK, 2.7 FEET EAST OF THE WEST EDGE, 2.7 FEET
 AD0720'NORTH OF THE SOUTH EDGE, AND 3.3 FEET WEST OF THE EAST EDGE.
 AD0720'A CHISELED CROSS.
 AD0720
 AD0720                          STATION RECOVERY (1964)
 AD0720
 AD0720'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 AD0720'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0095 ***********************************************************************
 AG0095  DESIGNATION -  180
 AG0095  PID         -  AG0095
 AG0095  STATE/COUNTY-  FL/PINELLAS
 AG0095  COUNTRY     -  US
 AG0095  USGS QUAD   -  GANDY BRIDGE (2018)
 AG0095
 AG0095                         *CURRENT SURVEY CONTROL
 AG0095  ______________________________________________________________________
 AG0095* NAD 83(1986) POSITION- 27 55 07.     (N) 082 36 53.     (W)   SCALED
 AG0095* NAVD 88 ORTHO HEIGHT -     0.986 (meters)        3.23  (feet) ADJUSTED
 AG0095  ______________________________________________________________________
 AG0095  GEOID HEIGHT    -        -24.792 (meters)                     GEOID18
 AG0095  DYNAMIC HEIGHT  -          0.985 (meters)        3.23  (feet) COMP
 AG0095  MODELED GRAVITY -    979,185.1   (mgal)                       NAVD 88
 AG0095
 AG0095  VERT ORDER      -  SECOND    CLASS II
 AG0095
 AG0095.The horizontal coordinates were scaled from a map and have
 AG0095.an estimated accuracy of +/- 6 seconds.
 AG0095
 AG0095.The orthometric height was determined by differential leveling and
 AG0095.adjusted by the NATIONAL GEODETIC SURVEY
 AG0095.in June 1991.
 AG0095
 AG0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0095.GEOID18 height accuracy estimate available here.
 AG0095
 AG0095.Click photographs - Photos may exist for this station.
 AG0095
 AG0095.The dynamic height is computed by dividing the NAVD 88
 AG0095.geopotential number by the normal gravity value computed on the
 AG0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0095.degrees latitude (g = 980.6199 gals.).
 AG0095
 AG0095.The modeled gravity was interpolated from observed gravity values.
 AG0095
 AG0095;                    North         East    Units  Estimated Accuracy
 AG0095;SPC FL W     -   397,340.      139,490.      MT  (+/- 180 meters Scaled)
 AG0095
 AG0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL411892(NAD 83)
 AG0095
 AG0095                          SUPERSEDED SURVEY CONTROL
 AG0095
 AG0095  NGVD 29 (??/??/92)    1.249  (m)            4.10   (f) ADJ UNCH    2 2
 AG0095
 AG0095.Superseded values are not recommended for survey control.
 AG0095
 AG0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0095.See file dsdata.pdf to determine how the superseded data were derived.
 AG0095
 AG0095_MARKER: DD = SURVEY DISK
 AG0095_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0095_SP_SET: SEAWALL
 AG0095_STAMPING: 180
 AG0095_MARK LOGO: FLHD
 AG0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0095+STABILITY: SURFACE MOTION
 AG0095
 AG0095  HISTORY     - Date     Condition        Report By
 AG0095  HISTORY     - UNK      MONUMENTED       FLHD
 AG0095  HISTORY     - 1975     GOOD             FLDT
 AG0095
 AG0095                          STATION DESCRIPTION
 AG0095
 AG0095'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0095'2.2 MI N FROM ST PETERSBURG.
 AG0095'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0095'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET N.
 AG0095'AND EASTERLY ALONG I-75 FOR 4.65 MILES.  STATION ON RIGHT, 104.9
 AG0095'FT. S/SE OF THE CENTERLINE OF I-75, 148.5 FT. EAST OF LIGHT POLE,
 AG0095'NO NUMBER, S.R.D. STA. 730+03.  SET IN TOP OF CONCRETE SEAWALL.
 AG0095'SECTION 33, T 29S, R 17E.  NOTE-- SEAWALL MAY BE COVERED WITH
 AG0095'SAND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ5320 ***********************************************************************
 DJ5320  DESIGNATION -  180 A
 DJ5320  PID         -  DJ5320
 DJ5320  STATE/COUNTY-  FL/DE SOTO
 DJ5320  COUNTRY     -  US
 DJ5320  USGS QUAD   -  ARCADIA (2018)
 DJ5320
 DJ5320                         *CURRENT SURVEY CONTROL
 DJ5320  ______________________________________________________________________
 DJ5320* NAD 83(1986) POSITION- 27 09 02.     (N) 081 48 25.     (W)   SCALED
 DJ5320* NAVD 88 ORTHO HEIGHT -    17.032 (meters)       55.88  (feet) ADJUSTED
 DJ5320  ______________________________________________________________________
 DJ5320  GEOID HEIGHT    -        -24.493 (meters)                     GEOID18
 DJ5320  DYNAMIC HEIGHT  -         17.006 (meters)       55.79  (feet) COMP
 DJ5320  MODELED GRAVITY -    979,122.1   (mgal)                       NAVD 88
 DJ5320
 DJ5320  VERT ORDER      -  FIRST     CLASS II
 DJ5320
 DJ5320.The horizontal coordinates were scaled from a map and have
 DJ5320.an estimated accuracy of +/- 6 seconds.
 DJ5320
 DJ5320.The orthometric height was determined by differential leveling and
 DJ5320.adjusted by the NATIONAL GEODETIC SURVEY
 DJ5320.in May 2008.
 DJ5320
 DJ5320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5320.GEOID18 height accuracy estimate available here.
 DJ5320
 DJ5320.Click photographs - Photos may exist for this station.
 DJ5320
 DJ5320.The dynamic height is computed by dividing the NAVD 88
 DJ5320.geopotential number by the normal gravity value computed on the
 DJ5320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ5320.degrees latitude (g = 980.6199 gals.).
 DJ5320
 DJ5320.The modeled gravity was interpolated from observed gravity values.
 DJ5320
 DJ5320;                    North         East    Units  Estimated Accuracy
 DJ5320;SPC FL W     -   312,100.      219,140.      MT  (+/- 180 meters Scaled)
 DJ5320
 DJ5320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML200033(NAD 83)
 DJ5320
 DJ5320                          SUPERSEDED SURVEY CONTROL
 DJ5320
 DJ5320.No superseded survey control is available for this station.
 DJ5320
 DJ5320_MARKER: DD = SURVEY DISK
 DJ5320_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ5320_SP_SET: HEADWALL
 DJ5320_STAMPING: BM 180A
 DJ5320_MARK LOGO: FLDT
 DJ5320_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5320+STABILITY: SURFACE MOTION
 DJ5320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5320+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 DJ5320
 DJ5320  HISTORY     - Date     Condition        Report By
 DJ5320  HISTORY     - UNK      MONUMENTED       FLDT
 DJ5320  HISTORY     - 20050914 GOOD             FLDEP
 DJ5320
 DJ5320                          STATION DESCRIPTION
 DJ5320
 DJ5320'DESCRIBED BY FL DEPT OF ENV PRO 2005 (PBM)
 DJ5320'THE MARK IS ABOUT 6.4 MI SOUTHEAST OF ARCADIA, IN SECTION 27, TOWNSHIP
 DJ5320'38 SOUTH, RANGE 25  EAST.
 DJ5320'
 DJ5320'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 70 AND STATE
 DJ5320'HIGHWAY 31 (CANAL  STREET) ON THE EAST SIDE OF ARCADIA, GO SOUTHERLY
 DJ5320'ON STATE HIGHWAY 31 (CANAL STREET)  FOR 4.55 MI TO THE JUNCTION OF
 DJ5320'COUNTY ROAD 760A WEST ON THE RIGHT AND THE MARK ON THE  LEFT, SET
 DJ5320'FLUSH IN THE TOP OF A CONCRETE HEADWALL AND ABOUT 0.5 FT ABOVE THE
 DJ5320'LEVEL OF  STATE HIGHWAY 31.
 DJ5320'
 DJ5320'LOCATED ABOUT 117.0 FT SOUTHEAST OF THE EXTENDED CENTERLINE OF COUNTY
 DJ5320'ROAD 760A, 40.5  FT NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 31,
 DJ5320'17.0 FT NORTHWEST OF THE  SOUTHEAST END OF THE HEADWALL, 16.7 FT
 DJ5320'SOUTHEAST OF A CARSONITE WITNESS POST AND 16.4  FT SOUTHEAST OF THE
 DJ5320'NORTHWEST END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7126 ***********************************************************************
 AG7126  DESIGNATION -  180 C OF SP
 AG7126  PID         -  AG7126
 AG7126  STATE/COUNTY-  FL/PINELLAS
 AG7126  COUNTRY     -  US
 AG7126  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7126
 AG7126                         *CURRENT SURVEY CONTROL
 AG7126  ______________________________________________________________________
 AG7126* NAD 83(1986) POSITION- 27 47 55.     (N) 082 41 59.     (W)   SCALED
 AG7126* NAVD 88 ORTHO HEIGHT -    14.155 (meters)       46.44  (feet) ADJUSTED
 AG7126  ______________________________________________________________________
 AG7126  GEOID HEIGHT    -        -24.476 (meters)                     GEOID18
 AG7126  DYNAMIC HEIGHT  -         14.134 (meters)       46.37  (feet) COMP
 AG7126  MODELED GRAVITY -    979,177.6   (mgal)                       NAVD 88
 AG7126
 AG7126  VERT ORDER      -  SECOND    CLASS II
 AG7126
 AG7126.The horizontal coordinates were scaled from a map and have
 AG7126.an estimated accuracy of +/- 6 seconds.
 AG7126
 AG7126.The orthometric height was determined by differential leveling and
 AG7126.adjusted by the NATIONAL GEODETIC SURVEY
 AG7126.in June 1991.
 AG7126
 AG7126.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7126.GEOID18 height accuracy estimate available here.
 AG7126
 AG7126.Click photographs - Photos may exist for this station.
 AG7126
 AG7126.The dynamic height is computed by dividing the NAVD 88
 AG7126.geopotential number by the normal gravity value computed on the
 AG7126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7126.degrees latitude (g = 980.6199 gals.).
 AG7126
 AG7126.The modeled gravity was interpolated from observed gravity values.
 AG7126
 AG7126;                    North         East    Units  Estimated Accuracy
 AG7126;SPC FL W     -   384,090.      131,050.      MT  (+/- 180 meters Scaled)
 AG7126
 AG7126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL325760(NAD 83)
 AG7126
 AG7126                          SUPERSEDED SURVEY CONTROL
 AG7126
 AG7126  NGVD 29 (??/??/92)   14.420  (m)           47.31   (f) ADJ UNCH    2 2
 AG7126
 AG7126.Superseded values are not recommended for survey control.
 AG7126
 AG7126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7126.See file dsdata.pdf to determine how the superseded data were derived.
 AG7126
 AG7126_MARKER: DB = BENCH MARK DISK
 AG7126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7126_PROJECTION: FLUSH
 AG7126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7126+STABILITY: SURFACE MOTION
 AG7126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7126+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2003
 AG7126
 AG7126  HISTORY     - Date     Condition        Report By
 AG7126  HISTORY     - UNK      MONUMENTED       FL2730
 AG7126  HISTORY     - 1977     GOOD             FL-103
 AG7126  HISTORY     - 19980205 GOOD             USPSQD
 AG7126  HISTORY     - 20031215 GOOD             USPSQD
 AG7126  HISTORY     - 20090112 GOOD             PINCPW
 AG7126
 AG7126                          STATION DESCRIPTION
 AG7126
 AG7126'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7126'IN ST PETERSBURG.
 AG7126'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 92 SR 687 4TH
 AG7126'ST. AND SR 595 5TH AVE. N., RUN NORTHERLY ON SR 687 FOR 1.50 MILES TO
 AG7126'THE INTERSECTION FO 30TH AVE. N. TURN LEFT AND RUN WESTERLY ON 30TH
 AG7126'AVE. N. FOR 3.95 MILES TO THE INTERSECTION OF 49TH ST. N. STATION ON
 AG7126'LEFT, IN THE S.W. CORNER, 28.9 FT. SOUTH OF THE CENTERLINE OF 30TH
 AG7126'AVE. N., 48.8 FT. WEST OF THE CENTERLINE OF 49TH ST. N., 38.4 FT.
 AG7126'EAST OF THE N.E. CORNER OF A ONE STORY CONCRETE BUILDING 2950 49TH
 AG7126'ST. N., 24.5 FT. N.N.W. OF A CONCRETE SIGNAL LIGHT POLE NO NUMBER,
 AG7126'0.8 FT. SOUTH OF THE BACK OF CURB, 0.4 FT. WEST OF THE BACK OF SIDE-
 AG7126'WALK. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH ASPHALT
 AG7126'PARKING LOT.  NO STAMPING ON DISK.
 AG7126
 AG7126                          STATION RECOVERY (1998)
 AG7126
 AG7126'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7126'RECOVERED IN GOOD CONDITION.
 AG7126
 AG7126                          STATION RECOVERY (2003)
 AG7126
 AG7126'RECOVERY NOTE BY US POWER SQUADRON 2003 (RKS)
 AG7126'RECOVERED IN GOOD CONDITION.
 AG7126
 AG7126                          STATION RECOVERY (2009)
 AG7126
 AG7126'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2009 (BE)
 AG7126'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9222 ***********************************************************************
 DO9222  DESIGNATION -  18041 A
 DO9222  PID         -  DO9222
 DO9222  STATE/COUNTY-  FL/POLK
 DO9222  COUNTRY     -  US
 DO9222  USGS QUAD   -  MULBERRY (2018)
 DO9222
 DO9222                         *CURRENT SURVEY CONTROL
 DO9222  ______________________________________________________________________
 DO9222* NAD 83(1986) POSITION- 27 53 27.0    (N) 081 58 56.5    (W)   HD_HELD2
 DO9222* NAVD 88 ORTHO HEIGHT -    30.187 (meters)       99.04  (feet) ADJUSTED
 DO9222  ______________________________________________________________________
 DO9222  GEOID HEIGHT    -        -25.573 (meters)                     GEOID18
 DO9222  DYNAMIC HEIGHT  -         30.142 (meters)       98.89  (feet) COMP
 DO9222  MODELED GRAVITY -    979,172.9   (mgal)                       NAVD 88
 DO9222
 DO9222  VERT ORDER      -  FIRST     CLASS II
 DO9222
 DO9222.The horizontal coordinates were established by autonomous hand held GPS
 DO9222.observations and have an estimated accuracy of +/- 10 meters.
 DO9222
 DO9222.The orthometric height was determined by differential leveling and
 DO9222.adjusted by the NATIONAL GEODETIC SURVEY
 DO9222.in December 2013.
 DO9222
 DO9222.No vertical observational check was made to the station.
 DO9222
 DO9222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9222.GEOID18 height accuracy estimate available here.
 DO9222
 DO9222.Click photographs - Photos may exist for this station.
 DO9222
 DO9222.The dynamic height is computed by dividing the NAVD 88
 DO9222.geopotential number by the normal gravity value computed on the
 DO9222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9222.degrees latitude (g = 980.6199 gals.).
 DO9222
 DO9222.The modeled gravity was interpolated from observed gravity values.
 DO9222
 DO9222;                    North         East    Units  Estimated Accuracy
 DO9222;SPC FL W     -   394,112.      201,737.      MT  (+/- 10 meters HH2 GPS)
 DO9222
 DO9222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0331185497(NAD 83)
 DO9222
 DO9222                          SUPERSEDED SURVEY CONTROL
 DO9222
 DO9222.No superseded survey control is available for this station.
 DO9222
 DO9222_MARKER: DD = SURVEY DISK
 DO9222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9222_STAMPING: 18041 A 2008
 DO9222_MARK LOGO: SWFWMD
 DO9222_PROJECTION: PROJECTING 5 CENTIMETERS
 DO9222_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9222+STABILITY: SURFACE MOTION
 DO9222_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9222+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2013
 DO9222
 DO9222  HISTORY     - Date     Condition        Report By
 DO9222  HISTORY     - 20080120 MONUMENTED       SWFWMD
 DO9222  HISTORY     - 20130109 GOOD             FLDEP
 DO9222
 DO9222                          STATION DESCRIPTION
 DO9222
 DO9222'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9222'THE MARK IS ABOUT 6.6 MI (10.6 KM) NORTH OF BRADLEY JUNCTION, 3.0 MI
 DO9222'(4.8 KM) EAST OF NICHOLS, IN MULBERRY, IN SECTION 11, TOWNSHIP 30
 DO9222'SOUTH, RANGE 23 EAST.  A KEY IS REQUIRED FROM THE SOUTHWEST FLORIDA
 DO9222'WATER MANAGEMENT DISTRICT.
 DO9222'
 DO9222'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND STATE
 DO9222'ROAD 37 IN MULBERRY, GO WEST ON STATE ROAD 60 FOR 0.45 MI (0.7 KM) TO
 DO9222'THE INTERSECTION OF PRAIRIE MINE ROAD ON THE RIGHT AND DIESEL ROAD ON
 DO9222'THE LEFT.  TURN LEFT ON DIESEL ROAD AND GO SOUTH FOR 0.25 MI (0.4 KM)
 DO9222'TO WHERE THE PAVEMENT ENDS. CONTINUE SOUTH ON THE DIRT ENTRANCE ROAD
 DO9222'FOR ABOUT 200.0 FT (61.0 M) TO A LOCKED GATE, PASSING THROUGH THE
 DO9222'GATE, GO WEST ABOUT 100.0 FT (30.5 M) TO THE MARK, SET IN THE TOP OF A
 DO9222'ROUND CONCRETE MONUMENT LEVEL WITH DIRT ENTRANCE ROAD AND 0.2 FT (6
 DO9222'CM) ABOVE THE LEVEL OF THE GROUND.
 DO9222'
 DO9222'LOCATED 23.3 FT (7.1 M) WEST OF A 12-INCH (30 CM) DIAMETER PALM TREE,
 DO9222'21.6 FT (6.6 M) SOUTH OF WATER MONITORING WELL 777756, 17.3 FT (5.3 M)
 DO9222'EAST OF A 10-INCH (25 CM) DIAMETER PALM TREE, 11.6 FT (3.5 M) SOUTH OF
 DO9222'A METAL POLE WITH A WATER GAGE ON THE TOP AND 0.9 FT (27 CM) NORTH OF
 DO9222'A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0985 ***********************************************************************
 DP0985  DESIGNATION -  18041 A
 DP0985  PID         -  DP0985
 DP0985  STATE/COUNTY-  FL/POLK
 DP0985  COUNTRY     -  US
 DP0985  USGS QUAD   -  MULBERRY (2018)
 DP0985
 DP0985                         *CURRENT SURVEY CONTROL
 DP0985  ______________________________________________________________________
 DP0985* NAD 83(1986) POSITION- 27 57 29.4    (N) 081 57 00.3    (W)   HD_HELD2
 DP0985* NAVD 88 ORTHO HEIGHT -    66.455 (meters)      218.03  (feet) ADJUSTED
 DP0985  ______________________________________________________________________
 DP0985  GEOID HEIGHT    -        -25.848 (meters)                     GEOID18
 DP0985  DYNAMIC HEIGHT  -         66.357 (meters)      217.71  (feet) COMP
 DP0985  MODELED GRAVITY -    979,171.1   (mgal)                       NAVD 88
 DP0985
 DP0985  VERT ORDER      -  SECOND    CLASS I
 DP0985
 DP0985.The horizontal coordinates were established by autonomous hand held GPS
 DP0985.observations and have an estimated accuracy of +/- 10 meters.
 DP0985
 DP0985.The orthometric height was determined by differential leveling and
 DP0985.adjusted by the NATIONAL GEODETIC SURVEY
 DP0985.in January 2014.
 DP0985
 DP0985.No vertical observational check was made to the station.
 DP0985
 DP0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0985.GEOID18 height accuracy estimate available here.
 DP0985
 DP0985.Click photographs - Photos may exist for this station.
 DP0985
 DP0985.The dynamic height is computed by dividing the NAVD 88
 DP0985.geopotential number by the normal gravity value computed on the
 DP0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0985.degrees latitude (g = 980.6199 gals.).
 DP0985
 DP0985.The modeled gravity was interpolated from observed gravity values.
 DP0985
 DP0985;                    North         East    Units  Estimated Accuracy
 DP0985;SPC FL W     -   401,574.      204,912.      MT  (+/- 10 meters HH2 GPS)
 DP0985
 DP0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0654692931(NAD 83)
 DP0985
 DP0985                          SUPERSEDED SURVEY CONTROL
 DP0985
 DP0985.No superseded survey control is available for this station.
 DP0985
 DP0985_MARKER: DD = SURVEY DISK
 DP0985_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0985_STAMPING: 18041 A 2013
 DP0985_MARK LOGO: SWFWMD
 DP0985_PROJECTION: RECESSED 3 CENTIMETERS
 DP0985_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP0985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0985+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2015
 DP0985_ROD/PIPE-DEPTH: 12.1 meters
 DP0985
 DP0985  HISTORY     - Date     Condition        Report By
 DP0985  HISTORY     - 20130301 MONUMENTED       FLDEP
 DP0985  HISTORY     - 20150331 GOOD             SWFWMD
 DP0985
 DP0985                          STATION DESCRIPTION
 DP0985
 DP0985'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0985'THE MARK IS ABOUT 6.9 MI (11.1 KM) NORTHEAST OF NICHOLS, 5.6 MI (9.0
 DP0985'KM) SOUTH OF LAKELAND, 4.6 MI (7.4 KM) NORTH-NORTHEAST OF MULBERRY, IN
 DP0985'SECTION 18, TOWNSHIP 29 SOUTH, RANGE 24 EAST.
 DP0985'
 DP0985'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND COUNTY ROAD
 DP0985'540A IN HIGHLAND CITY, GO WEST ON STATE ROAD 540A FOR 4.8 MI (7.7 KM)
 DP0985'TO THE INTERSECTION OF SOUTH CARTER ROAD ON THE LEFT AND SCOTT LAKE
 DP0985'ROAD ON THE RIGHT.  TURN RIGHT ON SCOTT LAKE ROAD AND GO NORTH FOR 0.4
 DP0985'MI (0.6 KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE LEFT, AN
 DP0985'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.7 FT (12.1 M) WITH AN
 DP0985'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3
 DP0985'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE
 DP0985'LEVEL OF SCOTT LAKE ROAD.
 DP0985'
 DP0985'LOCATED 65.6 FT (20.0 M) EAST OF THE APPROXIMATE CENTERLINE OF SCOTT
 DP0985'LAKE ROAD, 48.4 FT (14.8 M) WEST OF AN 8.0 FT (2.4 M) TALL WOODEN
 DP0985'FENCE, 46.1 FT (14.1 M) NORTHWEST OF SURVEY MARK 18041 B, 36.5 FT
 DP0985'(11.1 M) NORTHEAST OF A FIRE HYDRANT, 2.3 FT (0.7 M) NORTH OF THE
 DP0985'NORTHERNMOST OF 2 WELL HEADS AND 1.2 FT (0.4 M) NORTH OF A CARSONITE
 DP0985'WITNESS POST.
 DP0985'
 DP0985'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP0985'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP0985
 DP0985                          STATION RECOVERY (2015)
 DP0985
 DP0985'RECOVERY NOTE BY SW FL WTR MGMT DIST 2015 (WO)
 DP0985'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9221 ***********************************************************************
 DO9221  DESIGNATION -  18041 B
 DO9221  PID         -  DO9221
 DO9221  STATE/COUNTY-  FL/POLK
 DO9221  COUNTRY     -  US
 DO9221  USGS QUAD   -  MULBERRY (2018)
 DO9221
 DO9221                         *CURRENT SURVEY CONTROL
 DO9221  ______________________________________________________________________
 DO9221* NAD 83(1986) POSITION- 27 53 27.9    (N) 081 58 55.3    (W)   HD_HELD2
 DO9221* NAVD 88 ORTHO HEIGHT -    30.932 (meters)      101.48  (feet) ADJUSTED
 DO9221  ______________________________________________________________________
 DO9221  GEOID HEIGHT    -        -25.574 (meters)                     GEOID18
 DO9221  DYNAMIC HEIGHT  -         30.886 (meters)      101.33  (feet) COMP
 DO9221  MODELED GRAVITY -    979,172.9   (mgal)                       NAVD 88
 DO9221
 DO9221  VERT ORDER      -  FIRST     CLASS II
 DO9221
 DO9221.The horizontal coordinates were established by autonomous hand held GPS
 DO9221.observations and have an estimated accuracy of +/- 10 meters.
 DO9221
 DO9221.The orthometric height was determined by differential leveling and
 DO9221.adjusted by the NATIONAL GEODETIC SURVEY
 DO9221.in December 2013.
 DO9221
 DO9221.No vertical observational check was made to the station.
 DO9221
 DO9221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9221.GEOID18 height accuracy estimate available here.
 DO9221
 DO9221.Click photographs - Photos may exist for this station.
 DO9221
 DO9221.The dynamic height is computed by dividing the NAVD 88
 DO9221.geopotential number by the normal gravity value computed on the
 DO9221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9221.degrees latitude (g = 980.6199 gals.).
 DO9221
 DO9221.The modeled gravity was interpolated from observed gravity values.
 DO9221
 DO9221;                    North         East    Units  Estimated Accuracy
 DO9221;SPC FL W     -   394,140.      201,769.      MT  (+/- 10 meters HH2 GPS)
 DO9221
 DO9221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0334485524(NAD 83)
 DO9221
 DO9221                          SUPERSEDED SURVEY CONTROL
 DO9221
 DO9221.No superseded survey control is available for this station.
 DO9221
 DO9221_MARKER: DD = SURVEY DISK
 DO9221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9221_STAMPING: 18041 B 2008
 DO9221_MARK LOGO: SWFWMD
 DO9221_PROJECTION: PROJECTING 3 CENTIMETERS
 DO9221_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9221+STABILITY: SURFACE MOTION
 DO9221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9221+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2013
 DO9221
 DO9221  HISTORY     - Date     Condition        Report By
 DO9221  HISTORY     - 20080120 MONUMENTED       SWFWMD
 DO9221  HISTORY     - 20130109 GOOD             FLDEP
 DO9221
 DO9221                          STATION DESCRIPTION
 DO9221
 DO9221'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9221'THE MARK IS ABOUT 6.6 MI (10.6 KM) NORTH OF BRADLEY JUNCTION, 3.0 MI
 DO9221'(4.8 KM) EAST OF NICHOLS, IN MULBERRY, IN SECTION 11, TOWNSHIP 30
 DO9221'SOUTH, RANGE 23 EAST.  A KEY IS REQUIRED FROM THE SOUTHWEST FLORIDA
 DO9221'WATER MANAGEMENT DISTRICT.
 DO9221'
 DO9221'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND STATE
 DO9221'ROAD 37 IN MULBERRY, GO WEST ON STATE ROAD 60 FOR 0.45 MI (0.7 KM) TO
 DO9221'THE INTERSECTION OF PRAIRIE MINE ROAD ON THE RIGHT AND DIESEL ROAD ON
 DO9221'THE LEFT.  TURN LEFT ON DIESEL ROAD AND GO SOUTH FOR 0.25 MI (0.4 KM)
 DO9221'TO WHERE THE PAVEMENT ENDS. CONTINUE SOUTH ON THE DIRT ENTRANCE ROAD
 DO9221'FOR ABOUT 200.0 FT (61.0 M) TO A LOCKED GATE, PASSING THROUGH THE
 DO9221'GATE, TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE
 DO9221'MONUMENT LEVEL WITH THE DIRT ENTRANCE ROAD AND 0.1 FT (3 CM) ABOVE THE
 DO9221'LEVEL OF THE GROUND.
 DO9221'
 DO9221'LOCATED 27.1 FT (8.3 M) WEST OF THE SOUTHEAST CORNER OF THE CHAIN LINK
 DO9221'FENCE, 8.7 FT (2.7 M) SOUTH OF THE CHAIN LINK FENCE AND 1.1 FT (0.3 M)
 DO9221'SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0986 ***********************************************************************
 DP0986  DESIGNATION -  18041 B
 DP0986  PID         -  DP0986
 DP0986  STATE/COUNTY-  FL/POLK
 DP0986  COUNTRY     -  US
 DP0986  USGS QUAD   -  MULBERRY (2018)
 DP0986
 DP0986                         *CURRENT SURVEY CONTROL
 DP0986  ______________________________________________________________________
 DP0986* NAD 83(1986) POSITION- 27 57 29.2    (N) 081 56 59.7    (W)   HD_HELD2
 DP0986* NAVD 88 ORTHO HEIGHT -    66.343 (meters)      217.66  (feet) ADJUSTED
 DP0986  ______________________________________________________________________
 DP0986  GEOID HEIGHT    -        -25.848 (meters)                     GEOID18
 DP0986  DYNAMIC HEIGHT  -         66.245 (meters)      217.34  (feet) COMP
 DP0986  MODELED GRAVITY -    979,171.1   (mgal)                       NAVD 88
 DP0986
 DP0986  VERT ORDER      -  SECOND    CLASS I
 DP0986
 DP0986.The horizontal coordinates were established by autonomous hand held GPS
 DP0986.observations and have an estimated accuracy of +/- 10 meters.
 DP0986
 DP0986.The orthometric height was determined by differential leveling and
 DP0986.adjusted by the NATIONAL GEODETIC SURVEY
 DP0986.in January 2014.
 DP0986
 DP0986.No vertical observational check was made to the station.
 DP0986
 DP0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0986.GEOID18 height accuracy estimate available here.
 DP0986
 DP0986.Click photographs - Photos may exist for this station.
 DP0986
 DP0986.The dynamic height is computed by dividing the NAVD 88
 DP0986.geopotential number by the normal gravity value computed on the
 DP0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0986.degrees latitude (g = 980.6199 gals.).
 DP0986
 DP0986.The modeled gravity was interpolated from observed gravity values.
 DP0986
 DP0986;                    North         East    Units  Estimated Accuracy
 DP0986;SPC FL W     -   401,568.      204,928.      MT  (+/- 10 meters HH2 GPS)
 DP0986
 DP0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0656392925(NAD 83)
 DP0986
 DP0986                          SUPERSEDED SURVEY CONTROL
 DP0986
 DP0986.No superseded survey control is available for this station.
 DP0986
 DP0986_MARKER: DD = SURVEY DISK
 DP0986_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0986_STAMPING: 18041 B 2013
 DP0986_MARK LOGO: SWFWMD
 DP0986_PROJECTION: RECESSED 3 CENTIMETERS
 DP0986_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0986+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2015
 DP0986_ROD/PIPE-DEPTH: 10.8 meters
 DP0986
 DP0986  HISTORY     - Date     Condition        Report By
 DP0986  HISTORY     - 20130301 MONUMENTED       FLDEP
 DP0986  HISTORY     - 20150331 GOOD             SWFWMD
 DP0986
 DP0986                          STATION DESCRIPTION
 DP0986
 DP0986'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0986'THE MARK IS ABOUT 6.9 MI (11.1 KM) NORTHEAST OF NICHOLS, 5.6 MI (9.0
 DP0986'KM) SOUTH OF LAKELAND, 4.6 MI (7.4 KM) NORTH-NORTHEAST OF MULBERRY, IN
 DP0986'SECTION 18, TOWNSHIP 29 SOUTH, RANGE 24 EAST.
 DP0986'
 DP0986'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND COUNTY ROAD
 DP0986'540A IN HIGHLAND CITY, GO WEST ON STATE ROAD 540A FOR 4.8 MI (7.7 KM)
 DP0986'TO THE INTERSECTION OF SOUTH CARTER ROAD ON THE LEFT AND SCOTT LAKE
 DP0986'ROAD ON THE RIGHT.  TURN RIGHT ON SCOTT LAKE ROAD AND GO NORTH FOR 0.4
 DP0986'MI (0.6 KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE LEFT, AN
 DP0986'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 35.4 FT (10.8 M) WITH AN
 DP0986'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3
 DP0986'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE
 DP0986'LEVEL OF SCOTT LAKE ROAD.
 DP0986'
 DP0986'LOCATED 92.0 FT (28.0 M) EAST OF THE APPROXIMATE CENTERLINE OF SCOTT
 DP0986'LAKE ROAD, 52.6 FT (16.0 M) EAST OF A FIRE HYDRANT, 46.1 FT (14.1 M)
 DP0986'SOUTHEAST OF SURVEY MARK 18041 A, 25.5 FT (7.8 M) NORTH OF AN 8.0 FT
 DP0986'(2.4 M) TALL WOODEN FENCE CORNER, 1.4 FT (0.4 M) WEST OF AN 8.0 FT
 DP0986'(2.4 M) TALL WOODEN FENCE AND 1.3 FT (0.4 M) WEST OF A CARSONITE
 DP0986'WITNESS POST.
 DP0986'
 DP0986'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP0986'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP0986
 DP0986                          STATION RECOVERY (2015)
 DP0986
 DP0986'RECOVERY NOTE BY SW FL WTR MGMT DIST 2015 (WO)
 DP0986'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0086 ***********************************************************************
 AG0086  DESIGNATION -  181
 AG0086  PID         -  AG0086
 AG0086  STATE/COUNTY-  FL/PINELLAS
 AG0086  COUNTRY     -  US
 AG0086  USGS QUAD   -  GANDY BRIDGE (2018)
 AG0086
 AG0086                         *CURRENT SURVEY CONTROL
 AG0086  ______________________________________________________________________
 AG0086* NAD 83(1986) POSITION- 27 55 13.     (N) 082 36 35.     (W)   SCALED
 AG0086* NAVD 88 ORTHO HEIGHT -     4.467 (meters)       14.66  (feet) ADJUSTED
 AG0086  ______________________________________________________________________
 AG0086  GEOID HEIGHT    -        -24.801 (meters)                     GEOID18
 AG0086  DYNAMIC HEIGHT  -          4.460 (meters)       14.63  (feet) COMP
 AG0086  MODELED GRAVITY -    979,185.2   (mgal)                       NAVD 88
 AG0086
 AG0086  VERT ORDER      -  SECOND    CLASS II
 AG0086
 AG0086.The horizontal coordinates were scaled from a map and have
 AG0086.an estimated accuracy of +/- 6 seconds.
 AG0086
 AG0086.The orthometric height was determined by differential leveling and
 AG0086.adjusted by the NATIONAL GEODETIC SURVEY
 AG0086.in June 1991.
 AG0086
 AG0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0086.GEOID18 height accuracy estimate available here.
 AG0086
 AG0086.Click photographs - Photos may exist for this station.
 AG0086
 AG0086.The dynamic height is computed by dividing the NAVD 88
 AG0086.geopotential number by the normal gravity value computed on the
 AG0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0086.degrees latitude (g = 980.6199 gals.).
 AG0086
 AG0086.The modeled gravity was interpolated from observed gravity values.
 AG0086
 AG0086;                    North         East    Units  Estimated Accuracy
 AG0086;SPC FL W     -   397,520.      139,990.      MT  (+/- 180 meters Scaled)
 AG0086
 AG0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL415894(NAD 83)
 AG0086
 AG0086                          SUPERSEDED SURVEY CONTROL
 AG0086
 AG0086  NGVD 29 (??/??/92)    4.729  (m)           15.52   (f) ADJ UNCH    2 2
 AG0086
 AG0086.Superseded values are not recommended for survey control.
 AG0086
 AG0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0086.See file dsdata.pdf to determine how the superseded data were derived.
 AG0086
 AG0086_MARKER: DD = SURVEY DISK
 AG0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0086_SP_SET: BRIDGE HANDRAIL
 AG0086_STAMPING: 181
 AG0086_MARK LOGO: FLHD
 AG0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0086
 AG0086  HISTORY     - Date     Condition        Report By
 AG0086  HISTORY     - UNK      MONUMENTED       FLHD
 AG0086  HISTORY     - 1975     GOOD             FLDT
 AG0086
 AG0086                          STATION DESCRIPTION
 AG0086
 AG0086'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0086'2.2 MI N FROM ST PETERSBURG.
 AG0086'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0086'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET
 AG0086'N. AND EASTERLY ALONG I-75 FOR 4.9 MILES.  STATION ON RIGHT,
 AG0086'IN THE SW END OF BRIDGE, 30.0 FT. SOUTH OF THE CENTERLINE OF
 AG0086'I-75, 3.0 FT. SOUTH OF THE CONCRETE HANDRAIL.  SET IN TOP OF
 AG0086'CONCRETE WINGWALL.  SECTION 33, T29S, R17E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5782 ***********************************************************************
 AD5782  DESIGNATION -  181 B CO
 AD5782  PID         -  AD5782
 AD5782  STATE/COUNTY-  FL/BROWARD
 AD5782  COUNTRY     -  US
 AD5782  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5782
 AD5782                         *CURRENT SURVEY CONTROL
 AD5782  ______________________________________________________________________
 AD5782* NAD 83(1986) POSITION- 26 05 32.     (N) 080 13 13.     (W)   SCALED
 AD5782* NAVD 88 ORTHO HEIGHT -     2.322 (meters)        7.62  (feet) ADJUSTED
 AD5782  ______________________________________________________________________
 AD5782  GEOID HEIGHT    -        -25.431 (meters)                     GEOID18
 AD5782  DYNAMIC HEIGHT  -          2.318 (meters)        7.61  (feet) COMP
 AD5782  MODELED GRAVITY -    979,057.7   (mgal)                       NAVD 88
 AD5782
 AD5782  VERT ORDER      -  FIRST     CLASS II
 AD5782
 AD5782.The horizontal coordinates were scaled from a map and have
 AD5782.an estimated accuracy of +/- 6 seconds.
 AD5782
 AD5782.The orthometric height was determined by differential leveling and
 AD5782.adjusted by the NATIONAL GEODETIC SURVEY
 AD5782.in June 1991.
 AD5782
 AD5782.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5782.GEOID18 height accuracy estimate available here.
 AD5782
 AD5782.Click photographs - Photos may exist for this station.
 AD5782
 AD5782.The dynamic height is computed by dividing the NAVD 88
 AD5782.geopotential number by the normal gravity value computed on the
 AD5782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5782.degrees latitude (g = 980.6199 gals.).
 AD5782
 AD5782.The modeled gravity was interpolated from observed gravity values.
 AD5782
 AD5782;                    North         East    Units  Estimated Accuracy
 AD5782;SPC FL E     -   195,070.      278,000.      MT  (+/- 180 meters Scaled)
 AD5782
 AD5782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ779861(NAD 83)
 AD5782
 AD5782                          SUPERSEDED SURVEY CONTROL
 AD5782
 AD5782  NGVD 29 (09/01/92)    2.810  (m)            9.22   (f) ADJUSTED    1 2
 AD5782
 AD5782.Superseded values are not recommended for survey control.
 AD5782
 AD5782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5782.See file dsdata.pdf to determine how the superseded data were derived.
 AD5782
 AD5782_MARKER: DB = BENCH MARK DISK
 AD5782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5782_STAMPING: BM 181
 AD5782_PROJECTION: RECESSED 23 CENTIMETERS
 AD5782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5782+STABILITY: SURFACE MOTION
 AD5782
 AD5782  HISTORY     - Date     Condition        Report By
 AD5782  HISTORY     - 1978     MONUMENTED       FL-011
 AD5782  HISTORY     - 19910716 GOOD             USPSQD
 AD5782  HISTORY     - 19950715 GOOD             USPSQD
 AD5782  HISTORY     - 19980220 MARK NOT FOUND   USPSQD
 AD5782  HISTORY     - 20090527 MARK NOT FOUND   FLDT
 AD5782
 AD5782                          STATION DESCRIPTION
 AD5782
 AD5782'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5782'2.0 MI NE FROM DAVIE.
 AD5782'ABOUT 2.0 MILES NORTHEAST OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5782'STATE ROAD 84 AND U.S. 441 (STATE ROAD 7) PROCEED 1.2 MILES NORTHWEST
 AD5782'ON STATE 84 TO THE MARK. THE MARK IS 1400 FEET WEST OF THE SUNSHINE
 AD5782'STATE PARKWAY OVERPASS, 10.9 FEET NORTH OF THE NORTH EDGE OF PAVEMENT
 AD5782'OF THE WESTBOUND LANES OF STATE ROAD 84, 279 FEET EAST OF THE CENTER
 AD5782'OF A MEDIAN OPENING OF STATE ROAD 84, 12 FEET SOUTHWEST OF A SOUTHERN
 AD5782'BELL TELEPHONE JUNCTION BOX, 27.7 FEET SOUTHWEST OF A WOOD POWER POLE,
 AD5782'27 SOUTH OF THE SOUTH TOP OF BANK OF THE NORTH NEW RIVER CANAL, 2
 AD5782'FEET NORTH OF THE STEEL GUARDRAIL, 6.9 FEET NORTHWEST OF AND 5.9 FEET
 AD5782'NORTHEAST OF THE CHISELED CROSSES IN GUARD RAIL POSTS. THE MARK IS A
 AD5782'STANDARD BROWARD COUNTY DISK.
 AD5782'THE MARK IS 1 FT  N FROM A WITNESS POST.
 AD5782
 AD5782                          STATION RECOVERY (1991)
 AD5782
 AD5782'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5782'RECOVERED IN GOOD CONDITION.
 AD5782
 AD5782                          STATION RECOVERY (1995)
 AD5782
 AD5782'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5782'RECOVERED IN GOOD CONDITION.
 AD5782
 AD5782                          STATION RECOVERY (1998)
 AD5782
 AD5782'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5782'MARK NOT FOUND.
 AD5782
 AD5782                          STATION RECOVERY (2009)
 AD5782
 AD5782'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2009 (JS)
 AD5782'MARK NOT FOUND
 AD5782'
 AD5782'THERE HAS BEEN A LOT OF NEW CONSTRUCTION IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0087 ***********************************************************************
 AG0087  DESIGNATION -  182
 AG0087  PID         -  AG0087
 AG0087  STATE/COUNTY-  FL/PINELLAS
 AG0087  COUNTRY     -  US
 AG0087  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0087
 AG0087                         *CURRENT SURVEY CONTROL
 AG0087  ______________________________________________________________________
 AG0087* NAD 83(1986) POSITION- 27 53 43.     (N) 082 38 17.     (W)   SCALED
 AG0087* NAVD 88 ORTHO HEIGHT -     1.422 (meters)        4.67  (feet) ADJUSTED
 AG0087  ______________________________________________________________________
 AG0087  GEOID HEIGHT    -        -24.725 (meters)                     GEOID18
 AG0087  DYNAMIC HEIGHT  -          1.420 (meters)        4.66  (feet) COMP
 AG0087  MODELED GRAVITY -    979,183.6   (mgal)                       NAVD 88
 AG0087
 AG0087  VERT ORDER      -  SECOND    CLASS II
 AG0087
 AG0087.The horizontal coordinates were scaled from a map and have
 AG0087.an estimated accuracy of +/- 6 seconds.
 AG0087
 AG0087.The orthometric height was determined by differential leveling and
 AG0087.adjusted by the NATIONAL GEODETIC SURVEY
 AG0087.in June 1991.
 AG0087
 AG0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0087.GEOID18 height accuracy estimate available here.
 AG0087
 AG0087.Click photographs - Photos may exist for this station.
 AG0087
 AG0087.The dynamic height is computed by dividing the NAVD 88
 AG0087.geopotential number by the normal gravity value computed on the
 AG0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0087.degrees latitude (g = 980.6199 gals.).
 AG0087
 AG0087.The modeled gravity was interpolated from observed gravity values.
 AG0087
 AG0087;                    North         East    Units  Estimated Accuracy
 AG0087;SPC FL W     -   394,770.      137,180.      MT  (+/- 180 meters Scaled)
 AG0087
 AG0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387866(NAD 83)
 AG0087
 AG0087                          SUPERSEDED SURVEY CONTROL
 AG0087
 AG0087  NGVD 29 (??/??/92)    1.684  (m)            5.52   (f) ADJ UNCH    2 2
 AG0087
 AG0087.Superseded values are not recommended for survey control.
 AG0087
 AG0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0087.See file dsdata.pdf to determine how the superseded data were derived.
 AG0087
 AG0087_MARKER: DD = SURVEY DISK
 AG0087_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0087_SP_SET: CULVERT HEADWALL
 AG0087_STAMPING: 182
 AG0087_MARK LOGO: FLHD
 AG0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0087+STABILITY: SURFACE MOTION
 AG0087
 AG0087  HISTORY     - Date     Condition        Report By
 AG0087  HISTORY     - UNK      MONUMENTED       FLHD
 AG0087  HISTORY     - 1975     GOOD             FLDT
 AG0087  HISTORY     - 19991214 GOOD             USPSQD
 AG0087
 AG0087                          STATION DESCRIPTION
 AG0087
 AG0087'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0087'1.6 MI N FROM ST PETERSBURG.
 AG0087'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0087'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET N.
 AG0087'AND NORTHEASTERLY ALONG I-75 FOR 2.25 MILES.  STATION ON LEFT,
 AG0087'250.0 FT. NW OF THE CENTER OF I-75, 68.5 FT. SE OF THE CENTERLINE
 AG0087'OF 4TH STREET EXIT RAMP.  SET IN TOP OF CONCRETE HEADWALL.
 AG0087'SECTION 6, T 30S, R 17E
 AG0087
 AG0087                          STATION RECOVERY (1999)
 AG0087
 AG0087'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0087'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5783 ***********************************************************************
 AD5783  DESIGNATION -  182 B CO
 AD5783  PID         -  AD5783
 AD5783  STATE/COUNTY-  FL/BROWARD
 AD5783  COUNTRY     -  US
 AD5783  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5783
 AD5783                         *CURRENT SURVEY CONTROL
 AD5783  ______________________________________________________________________
 AD5783* NAD 83(1986) POSITION- 26 05 24.     (N) 080 12 46.     (W)   SCALED
 AD5783* NAVD 88 ORTHO HEIGHT -     2.104 (meters)        6.90  (feet) ADJUSTED
 AD5783  ______________________________________________________________________
 AD5783  GEOID HEIGHT    -        -25.450 (meters)                     GEOID18
 AD5783  DYNAMIC HEIGHT  -          2.101 (meters)        6.89  (feet) COMP
 AD5783  MODELED GRAVITY -    979,057.4   (mgal)                       NAVD 88
 AD5783
 AD5783  VERT ORDER      -  FIRST     CLASS II
 AD5783
 AD5783.The horizontal coordinates were scaled from a map and have
 AD5783.an estimated accuracy of +/- 6 seconds.
 AD5783
 AD5783.The orthometric height was determined by differential leveling and
 AD5783.adjusted by the NATIONAL GEODETIC SURVEY
 AD5783.in June 1991.
 AD5783
 AD5783.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5783.GEOID18 height accuracy estimate available here.
 AD5783
 AD5783.Click photographs - Photos may exist for this station.
 AD5783
 AD5783.The dynamic height is computed by dividing the NAVD 88
 AD5783.geopotential number by the normal gravity value computed on the
 AD5783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5783.degrees latitude (g = 980.6199 gals.).
 AD5783
 AD5783.The modeled gravity was interpolated from observed gravity values.
 AD5783
 AD5783;                    North         East    Units  Estimated Accuracy
 AD5783;SPC FL E     -   194,820.      278,750.      MT  (+/- 180 meters Scaled)
 AD5783
 AD5783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ787858(NAD 83)
 AD5783
 AD5783                          SUPERSEDED SURVEY CONTROL
 AD5783
 AD5783  NGVD 29 (09/01/92)    2.593  (m)            8.51   (f) ADJUSTED    1 2
 AD5783
 AD5783.Superseded values are not recommended for survey control.
 AD5783
 AD5783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5783.See file dsdata.pdf to determine how the superseded data were derived.
 AD5783
 AD5783_MARKER: DB = BENCH MARK DISK
 AD5783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5783_STAMPING: BM 182
 AD5783_PROJECTION: RECESSED 23 CENTIMETERS
 AD5783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5783+STABILITY: SURFACE MOTION
 AD5783
 AD5783  HISTORY     - Date     Condition        Report By
 AD5783  HISTORY     - 1978     MONUMENTED       FL-011
 AD5783  HISTORY     - 19910716 GOOD             USPSQD
 AD5783  HISTORY     - 19980220 MARK NOT FOUND   USPSQD
 AD5783  HISTORY     - 20090527 MARK NOT FOUND   FLDT
 AD5783
 AD5783                          STATION DESCRIPTION
 AD5783
 AD5783'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5783'1.9 MI NE FROM DAVIE.
 AD5783'ABOUT 1.9 MILES NORTHEAST OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5783'STATE ROAD 84 AND U.S. 441 (STATE ROAD 7) PROCEED 0.7 MILES NORTHWEST
 AD5783'ALONG STATE ROAD 84 TO THE MARK. THE MARK IS 11 FEET NORTH OF THE
 AD5783'NORTH EDGE OF PAVEMENT OF THE WESTBOUND LANES OF STATE ROAD 84, 105
 AD5783'FEET WEST OF THE PROJECTED CENTERLINE OF SOUTHWEST 50TH AVENUE, 103
 AD5783'FEET EAST OF A WOOD POWER POLE, 66.5 FEET SOUTHEAST OF A BANYAN TREE,
 AD5783'20 FEET SOUTH OF THE SOUTH BANK OF THE NORTH NEW RIVER CANAL, 3.8 FEET
 AD5783'NORTHWEST OF AND 3.5 FEET NORTHEAST OF CHISELED CROSSES IN GUARD RAIL
 AD5783'POSTS, 3 FEET NORTH OF THE GUARD RAIL. THE MARK IS A STANDARD BROWARD
 AD5783'COUNTY DISK.
 AD5783'THE MARK IS 2 FT  N FROM A WITNESS POST.
 AD5783
 AD5783                          STATION RECOVERY (1991)
 AD5783
 AD5783'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5783'RECOVERED IN GOOD CONDITION.
 AD5783
 AD5783                          STATION RECOVERY (1998)
 AD5783
 AD5783'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5783'MARK NOT FOUND.
 AD5783
 AD5783                          STATION RECOVERY (2009)
 AD5783
 AD5783'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2009 (JS)
 AD5783'MARK NOT FOUND
 AD5783'
 AD5783'THERE HAS BEEN A LOT OF NEW CONSTRUCTION IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8137 ***********************************************************************
 DN8137  DESIGNATION -  18289 A
 DN8137  PID         -  DN8137
 DN8137  STATE/COUNTY-  FL/HERNANDO
 DN8137  COUNTRY     -  US
 DN8137  USGS QUAD   -  SPRING LAKE (2018)
 DN8137
 DN8137                         *CURRENT SURVEY CONTROL
 DN8137  ______________________________________________________________________
 DN8137* NAD 83(1986) POSITION- 28 26 37.4    (N) 082 22 14.6    (W)   HD_HELD2
 DN8137* NAVD 88 ORTHO HEIGHT -    30.535 (meters)      100.18  (feet) ADJUSTED
 DN8137  ______________________________________________________________________
 DN8137  GEOID HEIGHT    -        -26.431 (meters)                     GEOID18
 DN8137  DYNAMIC HEIGHT  -         30.490 (meters)      100.03  (feet) COMP
 DN8137  MODELED GRAVITY -    979,188.2   (mgal)                       NAVD 88
 DN8137
 DN8137  VERT ORDER      -  FIRST     CLASS II
 DN8137
 DN8137.The horizontal coordinates were established by autonomous hand held GPS
 DN8137.observations and have an estimated accuracy of +/- 10 meters.
 DN8137
 DN8137.The orthometric height was determined by differential leveling and
 DN8137.adjusted by the NATIONAL GEODETIC SURVEY
 DN8137.in June 2012.
 DN8137
 DN8137.No vertical observational check was made to the station.
 DN8137
 DN8137.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8137.GEOID18 height accuracy estimate available here.
 DN8137
 DN8137.Click photographs - Photos may exist for this station.
 DN8137
 DN8137.The dynamic height is computed by dividing the NAVD 88
 DN8137.geopotential number by the normal gravity value computed on the
 DN8137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8137.degrees latitude (g = 980.6199 gals.).
 DN8137
 DN8137.The modeled gravity was interpolated from observed gravity values.
 DN8137
 DN8137;                    North         East    Units  Estimated Accuracy
 DN8137;SPC FL W     -   455,437.      163,688.      MT  (+/- 10 meters HH2 GPS)
 DN8137
 DN8137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6577647122(NAD 83)
 DN8137
 DN8137                          SUPERSEDED SURVEY CONTROL
 DN8137
 DN8137.No superseded survey control is available for this station.
 DN8137
 DN8137_MARKER: DD = SURVEY DISK
 DN8137_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN8137+WITH SETTING: INFORMATION.
 DN8137_STAMPING: 18289 A 2011
 DN8137_MARK LOGO: SWFWMD
 DN8137_PROJECTION: RECESSED 8 CENTIMETERS
 DN8137_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8137+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2011
 DN8137_ROD/PIPE-DEPTH: 2.9 meters
 DN8137
 DN8137  HISTORY     - Date     Condition        Report By
 DN8137  HISTORY     - 20110218 MONUMENTED       FLDEP
 DN8137
 DN8137                          STATION DESCRIPTION
 DN8137
 DN8137'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8137'THE MARK IS ABOUT 7.7 MI (12.4 KM) SOUTH OF BROOKSVILLE, 5.4 MI (8.7
 DN8137'KM) SOUTHWEST OF SPRING LAKE, 5.3 MI (8.5 KM) EAST OF MASARYKTOWN, IN
 DN8137'SECTION 35, TOWNSHIP 23 SOUTH, RANGE 19 EAST.
 DN8137'
 DN8137'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 576 (HAYMAN
 DN8137'ROAD-AYERS ROAD) AND COUNTY ROAD 581 (CULBREATH ROAD) ABOUT 3.0 MI
 DN8137'(4.8 KM) EAST OF MASARYKTOWN, GO SOUTH ON COUNTY ROAD 581 (CULBREATH
 DN8137'ROAD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF A DRIVEWAY AT 397
 DN8137'CULBREATH ROAD (ECKERD ACADEMY YOUTH CAMP) ON THE RIGHT AND THE MARK
 DN8137'ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 9.6 FT
 DN8137'(2.9 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM)
 DN8137'PVC PIPE RECESSED 0.3 FT (0.1 M) BELOW THE LEVEL OF THE GROUND AND
 DN8137'ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF COUNTY ROAD 581 (CULBREATH
 DN8137'ROAD).
 DN8137'
 DN8137'LOCATED 95.5 FT (29.1 M) SOUTH OF SURVEY MARK 20846 B, 74.9 FT (22.8
 DN8137'M) NORTH OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT 397 CULBREATH
 DN8137'ROAD, 48.7 FT (14.8 M) WEST OF WELL HEAD 18289, 24.6 FT (7.5 M) WEST
 DN8137'OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 581 (CULBREATH ROAD) AND
 DN8137'1.7 FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
 DN8137'
 DN8137'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8137'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8138 ***********************************************************************
 DN8138  DESIGNATION -  18289 B
 DN8138  PID         -  DN8138
 DN8138  STATE/COUNTY-  FL/HERNANDO
 DN8138  COUNTRY     -  US
 DN8138  USGS QUAD   -  SPRING LAKE (2018)
 DN8138
 DN8138                         *CURRENT SURVEY CONTROL
 DN8138  ______________________________________________________________________
 DN8138* NAD 83(1986) POSITION- 28 26 38.2    (N) 082 22 15.1    (W)   HD_HELD2
 DN8138* NAVD 88 ORTHO HEIGHT -    30.173 (meters)       98.99  (feet) ADJUSTED
 DN8138  ______________________________________________________________________
 DN8138  GEOID HEIGHT    -        -26.432 (meters)                     GEOID18
 DN8138  DYNAMIC HEIGHT  -         30.129 (meters)       98.85  (feet) COMP
 DN8138  MODELED GRAVITY -    979,188.3   (mgal)                       NAVD 88
 DN8138
 DN8138  VERT ORDER      -  FIRST     CLASS II
 DN8138
 DN8138.The horizontal coordinates were established by autonomous hand held GPS
 DN8138.observations and have an estimated accuracy of +/- 10 meters.
 DN8138
 DN8138.The orthometric height was determined by differential leveling and
 DN8138.adjusted by the NATIONAL GEODETIC SURVEY
 DN8138.in June 2012.
 DN8138
 DN8138.No vertical observational check was made to the station.
 DN8138
 DN8138.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8138.GEOID18 height accuracy estimate available here.
 DN8138
 DN8138.Click photographs - Photos may exist for this station.
 DN8138
 DN8138.The dynamic height is computed by dividing the NAVD 88
 DN8138.geopotential number by the normal gravity value computed on the
 DN8138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8138.degrees latitude (g = 980.6199 gals.).
 DN8138
 DN8138.The modeled gravity was interpolated from observed gravity values.
 DN8138
 DN8138;                    North         East    Units  Estimated Accuracy
 DN8138;SPC FL W     -   455,461.      163,674.      MT  (+/- 10 meters HH2 GPS)
 DN8138
 DN8138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6576247146(NAD 83)
 DN8138
 DN8138                          SUPERSEDED SURVEY CONTROL
 DN8138
 DN8138.No superseded survey control is available for this station.
 DN8138
 DN8138_MARKER: DD = SURVEY DISK
 DN8138_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN8138+WITH SETTING: INFORMATION.
 DN8138_STAMPING: 18289 B 2011
 DN8138_MARK LOGO: SWFWMD
 DN8138_PROJECTION: RECESSED 3 CENTIMETERS
 DN8138_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8138+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2011
 DN8138_ROD/PIPE-DEPTH: 2.2 meters
 DN8138
 DN8138  HISTORY     - Date     Condition        Report By
 DN8138  HISTORY     - 20110218 MONUMENTED       FLDEP
 DN8138
 DN8138                          STATION DESCRIPTION
 DN8138
 DN8138'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8138'THE MARK IS ABOUT 7.7 MI (12.4 KM) SOUTH OF BROOKSVILLE, 5.4 MI (8.7
 DN8138'KM) SOUTHWEST OF SPRING LAKE, 5.3 MI (8.5 KM) EAST OF MASARYKTOWN, IN
 DN8138'SECTION 35, TOWNSHIP 23 SOUTH, RANGE 19 EAST.
 DN8138'
 DN8138'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 576 (HAYMAN
 DN8138'ROAD-AYERS ROAD) AND COUNTY ROAD 581 (CULBREATH ROAD) ABOUT 3.0 MI
 DN8138'(4.8 KM) EAST OF MASARYKTOWN, GO SOUTH ON COUNTY ROAD 581 (CULBREATH
 DN8138'ROAD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF A DRIVEWAY AT 397
 DN8138'CULBREATH ROAD (ECKERD ACADEMY YOUTH CAMP) ON THE RIGHT AND THE MARK
 DN8138'ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 7.2 FT
 DN8138'(2.2 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM)
 DN8138'PVC PIPE RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE GROUND AND
 DN8138'ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF COUNTY ROAD 581 (CULBREATH
 DN8138'ROAD).
 DN8138'
 DN8138'LOCATED 170.3 FT (51.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF A
 DN8138'DRIVEWAY AT 397 CULBREATH ROAD, 95.5 FT (29.1 M) NORTH OF SURVEY MARK
 DN8138'20846 A, 31.2 FT (9.5 M) WEST OF THE APPROXIMATE CENTERLINE OF COUNTY
 DN8138'ROAD 581 (CULBREATH ROAD), 8.3 FT (2.5 M) WEST OF A CARSONITE WITNESS
 DN8138'POST AND 7.6 FT (2.3 M) WEST OF A WOODEN POWER POLE.
 DN8138'
 DN8138'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8138'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0088 ***********************************************************************
 AG0088  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0088  DESIGNATION -  183
 AG0088  PID         -  AG0088
 AG0088  STATE/COUNTY-  FL/PINELLAS
 AG0088  COUNTRY     -  US
 AG0088  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0088
 AG0088                         *CURRENT SURVEY CONTROL
 AG0088  ______________________________________________________________________
 AG0088* NAD 83(1986) POSITION- 27 53 43.     (N) 082 38 17.     (W)   SCALED
 AG0088* NAVD 88 ORTHO HEIGHT -     4.294 (meters)       14.09  (feet) ADJUSTED
 AG0088  ______________________________________________________________________
 AG0088  GEOID HEIGHT    -        -24.725 (meters)                     GEOID18
 AG0088  DYNAMIC HEIGHT  -          4.288 (meters)       14.07  (feet) COMP
 AG0088  MODELED GRAVITY -    979,183.6   (mgal)                       NAVD 88
 AG0088
 AG0088  VERT ORDER      -  SECOND    CLASS I
 AG0088
 AG0088.The horizontal coordinates were scaled from a map and have
 AG0088.an estimated accuracy of +/- 6 seconds.
 AG0088
 AG0088.The orthometric height was determined by differential leveling and
 AG0088.adjusted by the NATIONAL GEODETIC SURVEY
 AG0088.in June 1991.
 AG0088
 AG0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0088.GEOID18 height accuracy estimate available here.
 AG0088
 AG0088.This Tidal Bench Mark is designated as VM 11339
 AG0088.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0088
 AG0088.Click photographs - Photos may exist for this station.
 AG0088
 AG0088.The dynamic height is computed by dividing the NAVD 88
 AG0088.geopotential number by the normal gravity value computed on the
 AG0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0088.degrees latitude (g = 980.6199 gals.).
 AG0088
 AG0088.The modeled gravity was interpolated from observed gravity values.
 AG0088
 AG0088;                    North         East    Units  Estimated Accuracy
 AG0088;SPC FL W     -   394,770.      137,180.      MT  (+/- 180 meters Scaled)
 AG0088
 AG0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387866(NAD 83)
 AG0088
 AG0088                          SUPERSEDED SURVEY CONTROL
 AG0088
 AG0088  NGVD 29 (??/??/92)    4.556  (m)           14.95   (f) ADJ UNCH    2 1
 AG0088
 AG0088.Superseded values are not recommended for survey control.
 AG0088
 AG0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0088.See file dsdata.pdf to determine how the superseded data were derived.
 AG0088
 AG0088_MARKER: DD = SURVEY DISK
 AG0088_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0088_SP_SET: HANDRAIL
 AG0088_STAMPING: 183
 AG0088_MARK LOGO: FLHD
 AG0088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0088
 AG0088  HISTORY     - Date     Condition        Report By
 AG0088  HISTORY     - UNK      MONUMENTED       FLHD
 AG0088  HISTORY     - 1975     GOOD             FLDT
 AG0088  HISTORY     - 1982     GOOD             FLDNR
 AG0088  HISTORY     - 19991214 GOOD             USPSQD
 AG0088
 AG0088                          STATION DESCRIPTION
 AG0088
 AG0088'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0088'1 MI N FROM ST PETERSBURG.
 AG0088'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0088'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET N.
 AG0088'FOR 2.25 MILES.  STATION ON RIGHT, LOCATED IN THE NE CORNER OF
 AG0088'BRIDGE.  SET IN TOP OF THE CONCRETE HANDRAIL.  SECTION 6, T 30S,
 AG0088'R 17E.
 AG0088
 AG0088                          STATION RECOVERY (1982)
 AG0088
 AG0088'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0088'RECOVERED IN GOOD CONDITION.
 AG0088
 AG0088                          STATION RECOVERY (1999)
 AG0088
 AG0088'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0088'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5784 ***********************************************************************
 AD5784  DESIGNATION -  183 B CO
 AD5784  PID         -  AD5784
 AD5784  STATE/COUNTY-  FL/BROWARD
 AD5784  COUNTRY     -  US
 AD5784  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5784
 AD5784                         *CURRENT SURVEY CONTROL
 AD5784  ______________________________________________________________________
 AD5784* NAD 83(1986) POSITION- 26 05 13.     (N) 080 12 21.     (W)   SCALED
 AD5784* NAVD 88 ORTHO HEIGHT -     0.899 (meters)        2.95  (feet) ADJUSTED
 AD5784  ______________________________________________________________________
 AD5784  GEOID HEIGHT    -        -25.467 (meters)                     GEOID18
 AD5784  DYNAMIC HEIGHT  -          0.897 (meters)        2.94  (feet) COMP
 AD5784  MODELED GRAVITY -    979,057.1   (mgal)                       NAVD 88
 AD5784
 AD5784  VERT ORDER      -  FIRST     CLASS II
 AD5784
 AD5784.The horizontal coordinates were scaled from a map and have
 AD5784.an estimated accuracy of +/- 6 seconds.
 AD5784
 AD5784.The orthometric height was determined by differential leveling and
 AD5784.adjusted by the NATIONAL GEODETIC SURVEY
 AD5784.in June 1991.
 AD5784
 AD5784.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5784.GEOID18 height accuracy estimate available here.
 AD5784
 AD5784.Click photographs - Photos may exist for this station.
 AD5784
 AD5784.The dynamic height is computed by dividing the NAVD 88
 AD5784.geopotential number by the normal gravity value computed on the
 AD5784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5784.degrees latitude (g = 980.6199 gals.).
 AD5784
 AD5784.The modeled gravity was interpolated from observed gravity values.
 AD5784
 AD5784;                    North         East    Units  Estimated Accuracy
 AD5784;SPC FL E     -   194,490.      279,450.      MT  (+/- 180 meters Scaled)
 AD5784
 AD5784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ794855(NAD 83)
 AD5784
 AD5784                          SUPERSEDED SURVEY CONTROL
 AD5784
 AD5784  NGVD 29 (09/01/92)    1.387  (m)            4.55   (f) ADJUSTED    1 2
 AD5784
 AD5784.Superseded values are not recommended for survey control.
 AD5784
 AD5784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5784.See file dsdata.pdf to determine how the superseded data were derived.
 AD5784
 AD5784_MARKER: DB = BENCH MARK DISK
 AD5784_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5784_SP_SET: CONCRETE CATCH BASIN
 AD5784_STAMPING: BM 183
 AD5784_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5784
 AD5784  HISTORY     - Date     Condition        Report By
 AD5784  HISTORY     - 1978     MONUMENTED       FL-011
 AD5784  HISTORY     - 19910716 GOOD             USPSQD
 AD5784  HISTORY     - 19980220 MARK NOT FOUND   USPSQD
 AD5784  HISTORY     - 20090527 MARK NOT FOUND   FLDT
 AD5784
 AD5784                          STATION DESCRIPTION
 AD5784
 AD5784'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5784'2.3 MI NE FROM DAVIE.
 AD5784'ABOUT 2.3 MILES NORTHEAST OF DAVIE CITY HALL. FROM THE INTERSECTION OF
 AD5784'STATE ROAD 84 AND U.S. 441 (STATE ROAD 7) PROCEED 0.25 MILES NORTHWEST
 AD5784'ALONG STATE ROAD 84 TO SW 47TH AVENUE (BURRIS ROAD) TO THE MARK. THE
 AD5784'MARK IS 52 FEET EAST OF THE CENTERLINE OF BURRIS ROAD, 67 FEET SOUTH
 AD5784'OF THE CENTERLINE OF THE MEDIAN OF STATE ROAD 84, 12.3 FEET SOUTHWEST
 AD5784'OF A CONCRETE POWER POLE. THE MARK IS A STANDARD BROWARD COUNTY DISK
 AD5784'SET IN THE SOUTHEAST CORNER OF A 4.7 FEET BY 3.7 FEET CONCRETE CATCH
 AD5784'BASIN. THE MARK IS A STANDARD BROWARD COUNTY DISK.
 AD5784
 AD5784                          STATION RECOVERY (1991)
 AD5784
 AD5784'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5784'RECOVERED IN GOOD CONDITION.
 AD5784
 AD5784                          STATION RECOVERY (1998)
 AD5784
 AD5784'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5784'MARK NOT FOUND.
 AD5784
 AD5784                          STATION RECOVERY (2009)
 AD5784
 AD5784'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2009 (JS)
 AD5784'MARK NOT FOUND
 AD5784'
 AD5784'THERE HAS BEEN A LOT OF NEW CONSTRUCTION IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3384 ***********************************************************************
 DQ3384  DESIGNATION -  18311
 DQ3384  PID         -  DQ3384
 DQ3384  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3384  COUNTRY     -  US
 DQ3384  USGS QUAD   -  PLANT CITY WEST (2018)
 DQ3384
 DQ3384                         *CURRENT SURVEY CONTROL
 DQ3384  ______________________________________________________________________
 DQ3384* NAD 83(1986) POSITION- 28 04 05.4    (N) 082 08 08.2    (W)   HD_HELD2
 DQ3384* NAVD 88 ORTHO HEIGHT -    31.675 (meters)      103.92  (feet) ADJUSTED
 DQ3384  ______________________________________________________________________
 DQ3384  GEOID HEIGHT    -        -25.799 (meters)                     GEOID18
 DQ3384  DYNAMIC HEIGHT  -         31.629 (meters)      103.77  (feet) COMP
 DQ3384  MODELED GRAVITY -    979,176.0   (mgal)                       NAVD 88
 DQ3384
 DQ3384  VERT ORDER      -  FIRST     CLASS II
 DQ3384
 DQ3384.The horizontal coordinates were established by autonomous hand held GPS
 DQ3384.observations and have an estimated accuracy of +/- 10 meters.
 DQ3384
 DQ3384.The orthometric height was determined by differential leveling and
 DQ3384.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3384.in October 2016.
 DQ3384
 DQ3384.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3384.GEOID18 height accuracy estimate available here.
 DQ3384
 DQ3384.Click photographs - Photos may exist for this station.
 DQ3384
 DQ3384.The dynamic height is computed by dividing the NAVD 88
 DQ3384.geopotential number by the normal gravity value computed on the
 DQ3384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3384.degrees latitude (g = 980.6199 gals.).
 DQ3384
 DQ3384.The modeled gravity was interpolated from observed gravity values.
 DQ3384
 DQ3384;                    North         East    Units  Estimated Accuracy
 DQ3384;SPC FL W     -   413,770.      186,670.      MT  (+/- 10 meters HH2 GPS)
 DQ3384
 DQ3384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8841005273(NAD 83)
 DQ3384
 DQ3384                          SUPERSEDED SURVEY CONTROL
 DQ3384
 DQ3384.No superseded survey control is available for this station.
 DQ3384
 DQ3384_MARKER: DD = SURVEY DISK
 DQ3384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3384_STAMPING: 18311 2008
 DQ3384_MARK LOGO: SWFWMD
 DQ3384_PROJECTION: FLUSH
 DQ3384_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3384+STABILITY: SURFACE MOTION
 DQ3384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3384+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2016
 DQ3384
 DQ3384  HISTORY     - Date     Condition        Report By
 DQ3384  HISTORY     - 20080611 MONUMENTED       SWFWMD
 DQ3384  HISTORY     - 20160602 GOOD             FLDEP
 DQ3384
 DQ3384                          STATION DESCRIPTION
 DQ3384
 DQ3384'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ3384'THE MARK IS ABOUT 9.9 MI (15.9 KM) SOUTHWEST OF SOCRUM, 7.2 MI (11.6
 DQ3384'KM) NORTHEAST OF DOVER, 3.7 MI (6.0 KM) NORTH-NORTHWEST OF PLANT CITY,
 DQ3384'IN SECTION 8, TOWNSHIP 28 SOUTH, RANGE 22 EAST.
 DQ3384'
 DQ3384'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3384'OVERPASS AND STATE ROAD 39 (ALEXANDER STREET AND ALSO KNOWN AS STATE
 DQ3384'ROAD 39A) ABOUT 1.3 MI (2.1 KM) NORTHWEST OF PLANT CITY, GO NORTH ON
 DQ3384'STATE ROAD 39 (ALEXANDER STREET) FOR 2.45 MI (3.94 KM) TO THE JUNCTION
 DQ3384'OF A DIRT ROAD ON THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO EAST
 DQ3384'FOR ABOUT 100.0 FT (30.5 M), CROSSING THE RAILROAD TRACKS TO A LOCKED
 DQ3384'METAL GATE, ENTER THE GATE.  TURN RIGHT AND GO SOUTH ALONG THE BARB
 DQ3384'WIRE FENCELINE FOR ABOUT 40.0 FT (12.2 M) TO THE MARK ON THE RIGHT, AN
 DQ3384'ALUMINUM ROD DRIVEN INTO THE GROUND WITH AN ALUMINUM DISK SET ON THE
 DQ3384'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH WITH THE
 DQ3384'GROUND AND LEVEL WITH THE DIRT ROAD.
 DQ3384'
 DQ3384'LOCATED 42.0 FT (12.8 M) SOUTH OF THE APPROXIMATE CENTER OF A METAL
 DQ3384'GATE, 6.0 FT (1.8 M) SOUTHEAST OF A CARSONITE WITNESS POST AND 3.7 FT
 DQ3384'(1.1 M) EAST OF A BARB WIRE FENCE.
 DQ3384'
 DQ3384'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0089 ***********************************************************************
 AG0089  DESIGNATION -  184
 AG0089  PID         -  AG0089
 AG0089  STATE/COUNTY-  FL/PINELLAS
 AG0089  COUNTRY     -  US
 AG0089  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0089
 AG0089                         *CURRENT SURVEY CONTROL
 AG0089  ______________________________________________________________________
 AG0089* NAD 83(1986) POSITION- 27 53 19.     (N) 082 38 17.     (W)   SCALED
 AG0089* NAVD 88 ORTHO HEIGHT -     1.599 (meters)        5.25  (feet) ADJUSTED
 AG0089  ______________________________________________________________________
 AG0089  GEOID HEIGHT    -        -24.714 (meters)                     GEOID18
 AG0089  DYNAMIC HEIGHT  -          1.597 (meters)        5.24  (feet) COMP
 AG0089  MODELED GRAVITY -    979,183.1   (mgal)                       NAVD 88
 AG0089
 AG0089  VERT ORDER      -  SECOND    CLASS II
 AG0089
 AG0089.The horizontal coordinates were scaled from a map and have
 AG0089.an estimated accuracy of +/- 6 seconds.
 AG0089
 AG0089.The orthometric height was determined by differential leveling and
 AG0089.adjusted by the NATIONAL GEODETIC SURVEY
 AG0089.in June 1991.
 AG0089
 AG0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0089.GEOID18 height accuracy estimate available here.
 AG0089
 AG0089.Click photographs - Photos may exist for this station.
 AG0089
 AG0089.The dynamic height is computed by dividing the NAVD 88
 AG0089.geopotential number by the normal gravity value computed on the
 AG0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0089.degrees latitude (g = 980.6199 gals.).
 AG0089
 AG0089.The modeled gravity was interpolated from observed gravity values.
 AG0089
 AG0089;                    North         East    Units  Estimated Accuracy
 AG0089;SPC FL W     -   394,030.      137,180.      MT  (+/- 180 meters Scaled)
 AG0089
 AG0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387859(NAD 83)
 AG0089
 AG0089                          SUPERSEDED SURVEY CONTROL
 AG0089
 AG0089  NGVD 29 (??/??/92)    1.861  (m)            6.11   (f) ADJ UNCH    2 2
 AG0089
 AG0089.Superseded values are not recommended for survey control.
 AG0089
 AG0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0089.See file dsdata.pdf to determine how the superseded data were derived.
 AG0089
 AG0089_MARKER: DD = SURVEY DISK
 AG0089_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0089_SP_SET: HEADWALL
 AG0089_STAMPING: 184
 AG0089_MARK LOGO: FLHD
 AG0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0089+STABILITY: SURFACE MOTION
 AG0089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0089+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2018
 AG0089
 AG0089  HISTORY     - Date     Condition        Report By
 AG0089  HISTORY     - UNK      MONUMENTED       FLHD
 AG0089  HISTORY     - 1975     GOOD             FLDT
 AG0089  HISTORY     - 20010429 MARK NOT FOUND   USPSQD
 AG0089  HISTORY     - 20080908 GOOD             PINCPW
 AG0089  HISTORY     - 20180602 GOOD             SWFWMD
 AG0089  HISTORY     - 20181003 GOOD             SWFWMD
 AG0089
 AG0089                          STATION DESCRIPTION
 AG0089
 AG0089'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0089'0.7 MI N FROM ST PETERSBURG.
 AG0089'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0089'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY FOR 1.75 MILES.
 AG0089'STATION ON RIGHT, 74.0 FT. EAST OF THE CENTERLINE OF 4TH STREET
 AG0089'N.  SET IN TOP OF A CONCRETE HEADWALL.  SECTION 7, T 30S, R 17E.
 AG0089
 AG0089                          STATION RECOVERY (2001)
 AG0089
 AG0089'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCK)
 AG0089'MARK NOT FOUND.
 AG0089
 AG0089                          STATION RECOVERY (2008)
 AG0089
 AG0089'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0089'RECOVERED IN GOOD CONDITION.
 AG0089
 AG0089                          STATION RECOVERY (2018)
 AG0089
 AG0089'RECOVERY NOTE BY SW FL WTR MGMT DIST 2018 (WKH)
 AG0089'RECOVERED IN GOOD CONDITION.
 AG0089
 AG0089                          STATION RECOVERY (2018)
 AG0089
 AG0089'RECOVERY NOTE BY SW FL WTR MGMT DIST 2018 (WKH)
 AG0089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1855 ***********************************************************************
 DM1855  DESIGNATION -  18466 A
 DM1855  PID         -  DM1855
 DM1855  STATE/COUNTY-  FL/PASCO
 DM1855  COUNTRY     -  US
 DM1855  USGS QUAD   -  LUTZ (2018)
 DM1855
 DM1855                         *CURRENT SURVEY CONTROL
 DM1855  ______________________________________________________________________
 DM1855* NAD 83(1986) POSITION- 28 11 40.3    (N) 082 28 54.8    (W)   HD_HELD2
 DM1855* NAVD 88 ORTHO HEIGHT -    19.923 (meters)       65.36  (feet) ADJUSTED
 DM1855  ______________________________________________________________________
 DM1855  GEOID HEIGHT    -        -25.497 (meters)                     GEOID18
 DM1855  DYNAMIC HEIGHT  -         19.894 (meters)       65.27  (feet) COMP
 DM1855  MODELED GRAVITY -    979,197.9   (mgal)                       NAVD 88
 DM1855
 DM1855  VERT ORDER      -  FIRST     CLASS II
 DM1855
 DM1855.The horizontal coordinates were established by autonomous hand held GPS
 DM1855.observations and have an estimated accuracy of +/- 10 meters.
 DM1855
 DM1855.The orthometric height was determined by differential leveling and
 DM1855.adjusted by the NATIONAL GEODETIC SURVEY
 DM1855.in August 2010.
 DM1855
 DM1855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1855.GEOID18 height accuracy estimate available here.
 DM1855
 DM1855.Click photographs - Photos may exist for this station.
 DM1855
 DM1855.The dynamic height is computed by dividing the NAVD 88
 DM1855.geopotential number by the normal gravity value computed on the
 DM1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1855.degrees latitude (g = 980.6199 gals.).
 DM1855
 DM1855.The modeled gravity was interpolated from observed gravity values.
 DM1855
 DM1855;                    North         East    Units  Estimated Accuracy
 DM1855;SPC FL W     -   427,859.      152,688.      MT  (+/- 10 meters HH2 GPS)
 DM1855
 DM1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5455019640(NAD 83)
 DM1855
 DM1855                          SUPERSEDED SURVEY CONTROL
 DM1855
 DM1855.No superseded survey control is available for this station.
 DM1855
 DM1855_MARKER: DD = SURVEY DISK
 DM1855_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1855_STAMPING: 18466 A 2010
 DM1855_MARK LOGO: SWFWMD
 DM1855_PROJECTION: FLUSH
 DM1855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1855+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 DM1855_ROD/PIPE-DEPTH: 4.7 meters
 DM1855
 DM1855  HISTORY     - Date     Condition        Report By
 DM1855  HISTORY     - 20100402 MONUMENTED       FLDEP
 DM1855  HISTORY     - 20120228 GOOD             FLDEP
 DM1855
 DM1855                          STATION DESCRIPTION
 DM1855
 DM1855'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1855'THE MARK IS ABOUT 6.7 MI (10.8 KM) EAST OF ODESSA, 5.3 MI (8.5 KM)
 DM1855'SOUTH-SOUTHWEST OF EHREN, 3.3 MI (5.3 KM) NORTH-NORTHWEST OF LUTZ, IN
 DM1855'SECTION 26, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1855'
 DM1855'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1855'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 1.0 MI (1.6 KM)
 DM1855'TO THE NORTH SIDE OF A RETENTION POND ON THE RIGHT AND THE MARK ON THE
 DM1855'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 15.4 FT (4.7 M)
 DM1855'WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH
 DM1855'THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF THE NORTH BERM.
 DM1855'LOCATED 143.0 FT (43.6 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DM1855'STATE ROAD 54 WESTBOUND LANES, 68.6 FT (20.9 M) SOUTHEAST OF SURVEY
 DM1855'MARK 18466 B, 54.8 FT (16.7 M) SOUTHEAST OF A POWER POLE, 7.5 FT (2.3
 DM1855'M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE NORTH BERM AND 1.0
 DM1855'FT (0.3 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DM1855'
 DM1855'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1855'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DM1855
 DM1855                          STATION RECOVERY (2012)
 DM1855
 DM1855'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (BPJ)
 DM1855'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1854 ***********************************************************************
 DM1854  DESIGNATION -  18466 B
 DM1854  PID         -  DM1854
 DM1854  STATE/COUNTY-  FL/PASCO
 DM1854  COUNTRY     -  US
 DM1854  USGS QUAD   -  LUTZ (2018)
 DM1854
 DM1854                         *CURRENT SURVEY CONTROL
 DM1854  ______________________________________________________________________
 DM1854* NAD 83(1986) POSITION- 28 11 40.4    (N) 082 28 55.5    (W)   HD_HELD2
 DM1854* NAVD 88 ORTHO HEIGHT -    20.090 (meters)       65.91  (feet) ADJUSTED
 DM1854  ______________________________________________________________________
 DM1854  GEOID HEIGHT    -        -25.497 (meters)                     GEOID18
 DM1854  DYNAMIC HEIGHT  -         20.061 (meters)       65.82  (feet) COMP
 DM1854  MODELED GRAVITY -    979,197.9   (mgal)                       NAVD 88
 DM1854
 DM1854  VERT ORDER      -  FIRST     CLASS II
 DM1854
 DM1854.The horizontal coordinates were established by autonomous hand held GPS
 DM1854.observations and have an estimated accuracy of +/- 10 meters.
 DM1854
 DM1854.The orthometric height was determined by differential leveling and
 DM1854.adjusted by the NATIONAL GEODETIC SURVEY
 DM1854.in August 2010.
 DM1854
 DM1854.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1854.GEOID18 height accuracy estimate available here.
 DM1854
 DM1854.Click photographs - Photos may exist for this station.
 DM1854
 DM1854.The dynamic height is computed by dividing the NAVD 88
 DM1854.geopotential number by the normal gravity value computed on the
 DM1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1854.degrees latitude (g = 980.6199 gals.).
 DM1854
 DM1854.The modeled gravity was interpolated from observed gravity values.
 DM1854
 DM1854;                    North         East    Units  Estimated Accuracy
 DM1854;SPC FL W     -   427,863.      152,669.      MT  (+/- 10 meters HH2 GPS)
 DM1854
 DM1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5453119643(NAD 83)
 DM1854
 DM1854                          SUPERSEDED SURVEY CONTROL
 DM1854
 DM1854.No superseded survey control is available for this station.
 DM1854
 DM1854_MARKER: DD = SURVEY DISK
 DM1854_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1854_STAMPING: 18466 B 2010
 DM1854_MARK LOGO: SWFWMD
 DM1854_PROJECTION: FLUSH
 DM1854_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1854+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2012
 DM1854_ROD/PIPE-DEPTH: 4.2 meters
 DM1854
 DM1854  HISTORY     - Date     Condition        Report By
 DM1854  HISTORY     - 20100402 MONUMENTED       FLDEP
 DM1854  HISTORY     - 20120228 GOOD             FLDEP
 DM1854
 DM1854                          STATION DESCRIPTION
 DM1854
 DM1854'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1854'THE MARK IS ABOUT 6.7 MI (10.8 KM) EAST OF ODESSA, 5.3 MI (8.5 KM)
 DM1854'SOUTH-SOUTHWEST OF EHREN, 3.3 MI (5.3 KM) NORTH-NORTHWEST OF LUTZ, IN
 DM1854'SECTION 26, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1854'
 DM1854'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1854'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 1.0 MI (1.6 KM)
 DM1854'TO THE NORTH SIDE OF A RETENTION POND ON THE RIGHT AND THE MARK ON THE
 DM1854'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 13.8 FT (4.2 M)
 DM1854'WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH
 DM1854'THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF THE NORTH BERM.
 DM1854'LOCATED 128.3 FT (39.1 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DM1854'STATE ROAD 54 WESTBOUND LANES, 68.6 FT (20.9 M) NORTHWEST OF SURVEY
 DM1854'MARK 18466 A, 14.0 FT (4.3 M) NORTHWEST OF A POWER POLE, 6.8 FT (2.1
 DM1854'M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE NORTH BERM AND 1.0
 DM1854'FT (0.3 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DM1854'
 DM1854'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1854'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DM1854
 DM1854                          STATION RECOVERY (2012)
 DM1854
 DM1854'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (BPJ)
 DM1854'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0090 ***********************************************************************
 AG0090  DESIGNATION -  185
 AG0090  PID         -  AG0090
 AG0090  STATE/COUNTY-  FL/PINELLAS
 AG0090  COUNTRY     -  US
 AG0090  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0090
 AG0090                         *CURRENT SURVEY CONTROL
 AG0090  ______________________________________________________________________
 AG0090* NAD 83(1986) POSITION- 27 52 37.     (N) 082 38 17.     (W)   SCALED
 AG0090* NAVD 88 ORTHO HEIGHT -     1.274 (meters)        4.18  (feet) ADJUSTED
 AG0090  ______________________________________________________________________
 AG0090  GEOID HEIGHT    -        -24.695 (meters)                     GEOID18
 AG0090  DYNAMIC HEIGHT  -          1.272 (meters)        4.17  (feet) COMP
 AG0090  MODELED GRAVITY -    979,182.3   (mgal)                       NAVD 88
 AG0090
 AG0090  VERT ORDER      -  SECOND    CLASS II
 AG0090
 AG0090.The horizontal coordinates were scaled from a map and have
 AG0090.an estimated accuracy of +/- 6 seconds.
 AG0090
 AG0090.The orthometric height was determined by differential leveling and
 AG0090.adjusted by the NATIONAL GEODETIC SURVEY
 AG0090.in June 1991.
 AG0090
 AG0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0090.GEOID18 height accuracy estimate available here.
 AG0090
 AG0090.Click photographs - Photos may exist for this station.
 AG0090
 AG0090.The dynamic height is computed by dividing the NAVD 88
 AG0090.geopotential number by the normal gravity value computed on the
 AG0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0090.degrees latitude (g = 980.6199 gals.).
 AG0090
 AG0090.The modeled gravity was interpolated from observed gravity values.
 AG0090
 AG0090;                    North         East    Units  Estimated Accuracy
 AG0090;SPC FL W     -   392,740.      137,170.      MT  (+/- 180 meters Scaled)
 AG0090
 AG0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387846(NAD 83)
 AG0090
 AG0090                          SUPERSEDED SURVEY CONTROL
 AG0090
 AG0090  NGVD 29 (??/??/92)    1.536  (m)            5.04   (f) ADJ UNCH    2 2
 AG0090
 AG0090.Superseded values are not recommended for survey control.
 AG0090
 AG0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0090.See file dsdata.pdf to determine how the superseded data were derived.
 AG0090
 AG0090_MARKER: DD = SURVEY DISK
 AG0090_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0090_SP_SET: CULVERT HEADWALL
 AG0090_STAMPING: 185
 AG0090_MARK LOGO: FLHD
 AG0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0090+STABILITY: SURFACE MOTION
 AG0090
 AG0090  HISTORY     - Date     Condition        Report By
 AG0090  HISTORY     - UNK      MONUMENTED       FLHD
 AG0090  HISTORY     - 1975     GOOD             FLHD
 AG0090  HISTORY     - 19991129 GOOD             USPSQD
 AG0090  HISTORY     - 20010331 GOOD             NGS
 AG0090  HISTORY     - 20070208 MARK NOT FOUND   USPSQD
 AG0090
 AG0090                          STATION DESCRIPTION
 AG0090
 AG0090'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AG0090'AT ST PETERSBURG.
 AG0090'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0090'AND 4TH STREET N. (S.R. 687), RUN NORTHERLY ALONG 4TH STREET N.
 AG0090'FOR 0.9 MI. STATION ON THE RIGHT, 56.0 FT. EAST OF THE CENTERLINE
 AG0090'OF 4TH STREET N., 88.5 FT. NORTH OF THE CENTERLINE OF ENTRANCE
 AG0090'ROAD LEADING EAST (SOCIETY PARK APARTMENT).  SET IN TOP OF
 AG0090'CONCRETE HEADWALL.  SECTION 18, T 30S, R 17E.
 AG0090
 AG0090                          STATION RECOVERY (1999)
 AG0090
 AG0090'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0090'RECOVERED IN GOOD CONDITION.
 AG0090
 AG0090                          STATION RECOVERY (2001)
 AG0090
 AG0090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0090'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0090
 AG0090                          STATION RECOVERY (2007)
 AG0090
 AG0090'RECOVERY NOTE BY US POWER SQUADRON 2007 (SGR)
 AG0090'AREA HAS UNDERGONE EXTENSIVE ROAD WORK AND WIDENING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1858 ***********************************************************************
 DM1858  DESIGNATION -  18508 A
 DM1858  PID         -  DM1858
 DM1858  STATE/COUNTY-  FL/PASCO
 DM1858  COUNTRY     -  US
 DM1858  USGS QUAD   -  LUTZ (2018)
 DM1858
 DM1858                         *CURRENT SURVEY CONTROL
 DM1858  ______________________________________________________________________
 DM1858* NAD 83(1986) POSITION- 28 11 42.5    (N) 082 28 37.1    (W)   HD_HELD2
 DM1858* NAVD 88 ORTHO HEIGHT -    20.035 (meters)       65.73  (feet) ADJUSTED
 DM1858  ______________________________________________________________________
 DM1858  GEOID HEIGHT    -        -25.506 (meters)                     GEOID18
 DM1858  DYNAMIC HEIGHT  -         20.006 (meters)       65.64  (feet) COMP
 DM1858  MODELED GRAVITY -    979,197.5   (mgal)                       NAVD 88
 DM1858
 DM1858  VERT ORDER      -  FIRST     CLASS II
 DM1858
 DM1858.The horizontal coordinates were established by autonomous hand held GPS
 DM1858.observations and have an estimated accuracy of +/- 10 meters.
 DM1858
 DM1858.The orthometric height was determined by differential leveling and
 DM1858.adjusted by the NATIONAL GEODETIC SURVEY
 DM1858.in August 2010.
 DM1858
 DM1858.No vertical observational check was made to the station.
 DM1858
 DM1858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1858.GEOID18 height accuracy estimate available here.
 DM1858
 DM1858.Click photographs - Photos may exist for this station.
 DM1858
 DM1858.The dynamic height is computed by dividing the NAVD 88
 DM1858.geopotential number by the normal gravity value computed on the
 DM1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1858.degrees latitude (g = 980.6199 gals.).
 DM1858
 DM1858.The modeled gravity was interpolated from observed gravity values.
 DM1858
 DM1858;                    North         East    Units  Estimated Accuracy
 DM1858;SPC FL W     -   427,925.      153,171.      MT  (+/- 10 meters HH2 GPS)
 DM1858
 DM1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5503319702(NAD 83)
 DM1858
 DM1858                          SUPERSEDED SURVEY CONTROL
 DM1858
 DM1858.No superseded survey control is available for this station.
 DM1858
 DM1858_MARKER: DD = SURVEY DISK
 DM1858_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1858_STAMPING: 18508 A 2010
 DM1858_MARK LOGO: SWFWMD
 DM1858_PROJECTION: FLUSH
 DM1858_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1858+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2010
 DM1858_ROD/PIPE-DEPTH: 9.0 meters
 DM1858
 DM1858  HISTORY     - Date     Condition        Report By
 DM1858  HISTORY     - 20100402 MONUMENTED       FLDEP
 DM1858
 DM1858                          STATION DESCRIPTION
 DM1858
 DM1858'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1858'THE MARK IS ABOUT 7.0 MI (11.3 KM) EAST OF ODESSA, 5.2 MI (8.4 KM)
 DM1858'SOUTH-SOUTHWEST OF EHREN, 3.2 MI (5.1 KM) NORTH-NORTHWEST OF LUTZ, IN
 DM1858'SECTION 26, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1858'
 DM1858'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1858'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 0.7 MI (1.1 KM)
 DM1858'TO THE JUNCTION OF WILSON ROAD ON THE RIGHT.  TURN RIGHT ON WILSON
 DM1858'ROAD AND GO NORTH FOR 0.15 MI (0.2 KM) TO A WELL SITE ON THE RIGHT AND
 DM1858'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DM1858'29.5 FT (9.0 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC
 DM1858'PIPE FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF
 DM1858'WILSON ROAD.
 DM1858'
 DM1858'LOCATED 117.4 FT (35.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DM1858'DRIVEWAY AT 2610 WILSON ROAD, 31.1 FT (9.5 M) SOUTH OF SURVEY MARK
 DM1858'18508 B, 30.1 FT (9.2 M) EAST OF THE APPROXIMATE CENTERLINE OF WILSON
 DM1858'ROAD, 2.4 FT (0.7 M) WEST OF A HOG WIRE FENCE AND 2.1 FT (0.6 M) WEST
 DM1858'OF A CARSONITE WITNESS POST.
 DM1858'
 DM1858'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1858'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1859 ***********************************************************************
 DM1859  DESIGNATION -  18508 B
 DM1859  PID         -  DM1859
 DM1859  STATE/COUNTY-  FL/PASCO
 DM1859  COUNTRY     -  US
 DM1859  USGS QUAD   -  LUTZ (2018)
 DM1859
 DM1859                         *CURRENT SURVEY CONTROL
 DM1859  ______________________________________________________________________
 DM1859* NAD 83(1986) POSITION- 28 11 42.7    (N) 082 28 37.2    (W)   HD_HELD2
 DM1859* NAVD 88 ORTHO HEIGHT -    20.051 (meters)       65.78  (feet) ADJUSTED
 DM1859  ______________________________________________________________________
 DM1859  GEOID HEIGHT    -        -25.506 (meters)                     GEOID18
 DM1859  DYNAMIC HEIGHT  -         20.022 (meters)       65.69  (feet) COMP
 DM1859  MODELED GRAVITY -    979,197.5   (mgal)                       NAVD 88
 DM1859
 DM1859  VERT ORDER      -  FIRST     CLASS II
 DM1859
 DM1859.The horizontal coordinates were established by autonomous hand held GPS
 DM1859.observations and have an estimated accuracy of +/- 10 meters.
 DM1859
 DM1859.The orthometric height was determined by differential leveling and
 DM1859.adjusted by the NATIONAL GEODETIC SURVEY
 DM1859.in August 2010.
 DM1859
 DM1859.No vertical observational check was made to the station.
 DM1859
 DM1859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1859.GEOID18 height accuracy estimate available here.
 DM1859
 DM1859.Click photographs - Photos may exist for this station.
 DM1859
 DM1859.The dynamic height is computed by dividing the NAVD 88
 DM1859.geopotential number by the normal gravity value computed on the
 DM1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1859.degrees latitude (g = 980.6199 gals.).
 DM1859
 DM1859.The modeled gravity was interpolated from observed gravity values.
 DM1859
 DM1859;                    North         East    Units  Estimated Accuracy
 DM1859;SPC FL W     -   427,931.      153,169.      MT  (+/- 10 meters HH2 GPS)
 DM1859
 DM1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5503119708(NAD 83)
 DM1859
 DM1859                          SUPERSEDED SURVEY CONTROL
 DM1859
 DM1859.No superseded survey control is available for this station.
 DM1859
 DM1859_MARKER: DD = SURVEY DISK
 DM1859_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1859_STAMPING: 18508 B 2010
 DM1859_MARK LOGO: SWFWMD
 DM1859_PROJECTION: FLUSH
 DM1859_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1859+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2010
 DM1859_ROD/PIPE-DEPTH: 5.4 meters
 DM1859
 DM1859  HISTORY     - Date     Condition        Report By
 DM1859  HISTORY     - 20100402 MONUMENTED       FLDEP
 DM1859
 DM1859                          STATION DESCRIPTION
 DM1859
 DM1859'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1859'THE MARK IS ABOUT 7.0 MI (11.3 KM) EAST OF ODESSA, 5.2 MI (8.4 KM)
 DM1859'SOUTH-SOUTHWEST OF EHREN, 3.2 MI (5.1 KM) NORTH-NORTHWEST OF LUTZ, IN
 DM1859'SECTION 26, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1859'
 DM1859'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1859'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 0.7 MI (1.1 KM)
 DM1859'TO THE JUNCTION OF WILSON ROAD ON THE RIGHT.  TURN RIGHT ON WILSON
 DM1859'ROAD AND GO NORTH FOR 0.15 MI (0.2 KM) TO A WELL SITE ON THE RIGHT AND
 DM1859'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DM1859'17.8 FT (5.4 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC
 DM1859'PIPE FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF
 DM1859'WILSON ROAD.
 DM1859'
 DM1859'LOCATED 87.2 FT (26.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DM1859'DRIVEWAY AT 2610 WILSON ROAD, 31.1 FT (9.5 M) NORTH OF SURVEY MARK
 DM1859'18508 A, 31.1 FT (9.5 M) EAST OF THE APPROXIMATE CENTERLINE OF WILSON
 DM1859'ROAD, 1.8 FT (0.5 M) WEST OF A HOG WIRE FENCE AND 1.4 FT (0.4 M) WEST
 DM1859'OF A CARSONITE WITNESS POST.
 DM1859'
 DM1859'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1859'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0091 ***********************************************************************
 AG0091  DESIGNATION -  186
 AG0091  PID         -  AG0091
 AG0091  STATE/COUNTY-  FL/PINELLAS
 AG0091  COUNTRY     -  US
 AG0091  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0091
 AG0091                         *CURRENT SURVEY CONTROL
 AG0091  ______________________________________________________________________
 AG0091* NAD 83(1986) POSITION- 27 52 19.     (N) 082 38 17.     (W)   SCALED
 AG0091* NAVD 88 ORTHO HEIGHT -     1.374 (meters)        4.51  (feet) ADJUSTED
 AG0091  ______________________________________________________________________
 AG0091  GEOID HEIGHT    -        -24.687 (meters)                     GEOID18
 AG0091  DYNAMIC HEIGHT  -          1.372 (meters)        4.50  (feet) COMP
 AG0091  MODELED GRAVITY -    979,182.0   (mgal)                       NAVD 88
 AG0091
 AG0091  VERT ORDER      -  SECOND    CLASS II
 AG0091
 AG0091.The horizontal coordinates were scaled from a map and have
 AG0091.an estimated accuracy of +/- 6 seconds.
 AG0091
 AG0091.The orthometric height was determined by differential leveling and
 AG0091.adjusted by the NATIONAL GEODETIC SURVEY
 AG0091.in June 1991.
 AG0091
 AG0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0091.GEOID18 height accuracy estimate available here.
 AG0091
 AG0091.Click photographs - Photos may exist for this station.
 AG0091
 AG0091.The dynamic height is computed by dividing the NAVD 88
 AG0091.geopotential number by the normal gravity value computed on the
 AG0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0091.degrees latitude (g = 980.6199 gals.).
 AG0091
 AG0091.The modeled gravity was interpolated from observed gravity values.
 AG0091
 AG0091;                    North         East    Units  Estimated Accuracy
 AG0091;SPC FL W     -   392,180.      137,170.      MT  (+/- 180 meters Scaled)
 AG0091
 AG0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387840(NAD 83)
 AG0091
 AG0091                          SUPERSEDED SURVEY CONTROL
 AG0091
 AG0091  NGVD 29 (??/??/92)    1.635  (m)            5.36   (f) ADJ UNCH    2 2
 AG0091
 AG0091.Superseded values are not recommended for survey control.
 AG0091
 AG0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0091.See file dsdata.pdf to determine how the superseded data were derived.
 AG0091
 AG0091_MARKER: DD = SURVEY DISK
 AG0091_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0091_SP_SET: CULVERT HEADWALL
 AG0091_STAMPING: 186
 AG0091_MARK LOGO: FLHD
 AG0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0091+STABILITY: SURFACE MOTION
 AG0091
 AG0091  HISTORY     - Date     Condition        Report By
 AG0091  HISTORY     - UNK      MONUMENTED       FLHD
 AG0091  HISTORY     - 1975     GOOD             FLDT
 AG0091  HISTORY     - 19991129 GOOD             USPSQD
 AG0091  HISTORY     - 20010331 GOOD             NGS
 AG0091  HISTORY     - 20070208 MARK NOT FOUND   USPSQD
 AG0091
 AG0091                          STATION DESCRIPTION
 AG0091
 AG0091'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0091'AT ST PETERSBURG.
 AG0091'TO REACH STATION FROM THE JUNCTION OF ROOSEVELT BLVD. (S.R. 686)
 AG0091'AND 4TH STREET N. S.R. 687), RUN NORTHERLY ALONG 4TH STREET N.
 AG0091'FOR 0.6 MILE.  STATION ON RIGHT, 62.2 FT. EAST OF THE CENTERLINE
 AG0091'OF 4TH STREET N., 103.0 FT. SOUTH OF LIGHT POLE, NUMBER 1-77515.
 AG0091'SET IN THE TOP OF A CONCRETE HEADWALL.  SECTION 18, T 30S, R 17E.
 AG0091
 AG0091                          STATION RECOVERY (1999)
 AG0091
 AG0091'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0091'RECOVERED IN GOOD CONDITION.
 AG0091
 AG0091                          STATION RECOVERY (2001)
 AG0091
 AG0091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0091'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0091
 AG0091                          STATION RECOVERY (2007)
 AG0091
 AG0091'RECOVERY NOTE BY US POWER SQUADRON 2007 (SGR)
 AG0091'AREA HAS UNDERGONE EXTENSIVE ROAD WORK AND WIDENING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3326 ***********************************************************************
 DQ3326  DESIGNATION -  18676 A
 DQ3326  PID         -  DQ3326
 DQ3326  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3326  COUNTRY     -  US
 DQ3326  USGS QUAD   -  PLANT CITY WEST (2018)
 DQ3326
 DQ3326                         *CURRENT SURVEY CONTROL
 DQ3326  ______________________________________________________________________
 DQ3326* NAD 83(1986) POSITION- 28 05 01.2    (N) 082 14 34.5    (W)   HD_HELD2
 DQ3326* NAVD 88 ORTHO HEIGHT -    16.649 (meters)       54.62  (feet) ADJUSTED
 DQ3326  ______________________________________________________________________
 DQ3326  GEOID HEIGHT    -        -25.589 (meters)                     GEOID18
 DQ3326  DYNAMIC HEIGHT  -         16.624 (meters)       54.54  (feet) COMP
 DQ3326  MODELED GRAVITY -    979,190.9   (mgal)                       NAVD 88
 DQ3326
 DQ3326  VERT ORDER      -  FIRST     CLASS II
 DQ3326
 DQ3326.The horizontal coordinates were established by autonomous hand held GPS
 DQ3326.observations and have an estimated accuracy of +/- 10 meters.
 DQ3326
 DQ3326.The orthometric height was determined by differential leveling and
 DQ3326.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3326.in October 2016.
 DQ3326
 DQ3326.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3326.GEOID18 height accuracy estimate available here.
 DQ3326
 DQ3326.Click photographs - Photos may exist for this station.
 DQ3326
 DQ3326.The dynamic height is computed by dividing the NAVD 88
 DQ3326.geopotential number by the normal gravity value computed on the
 DQ3326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3326.degrees latitude (g = 980.6199 gals.).
 DQ3326
 DQ3326.The modeled gravity was interpolated from observed gravity values.
 DQ3326
 DQ3326;                    North         East    Units  Estimated Accuracy
 DQ3326;SPC FL W     -   415,504.      176,126.      MT  (+/- 10 meters HH2 GPS)
 DQ3326
 DQ3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7788207094(NAD 83)
 DQ3326
 DQ3326                          SUPERSEDED SURVEY CONTROL
 DQ3326
 DQ3326.No superseded survey control is available for this station.
 DQ3326
 DQ3326_MARKER: DD = SURVEY DISK
 DQ3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3326_STAMPING: 18676 A 2008
 DQ3326_MARK LOGO: SWFWMD
 DQ3326_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3326_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3326+STABILITY: SURFACE MOTION
 DQ3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3326+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2016
 DQ3326
 DQ3326  HISTORY     - Date     Condition        Report By
 DQ3326  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3326  HISTORY     - 20160518 GOOD             FLDEP
 DQ3326
 DQ3326                          STATION DESCRIPTION
 DQ3326
 DQ3326'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3326'THE MARK IS ABOUT 9.1 MI (14.6 KM) WEST-NORTHWEST OF PLANT CITY, 6.3
 DQ3326'MI (10.1 KM) NORTH-NORTHWEST OF DOVER, 4.0 MI (6.4 KM) EAST-NORTHEAST
 DQ3326'OF THONOTOSASSA, IN ESTIMATED SECTION 31, TOWNSHIP 27 SOUTH, RANGE 21
 DQ3326'EAST.
 DQ3326'
 DQ3326'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND EAST
 DQ3326'FOWLER AVENUE (COUNTY ROAD 579) IN TEMPLE TERRACE, GO EAST ON EAST
 DQ3326'FOWLER AVENUE (COUNTY ROAD 579) FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF
 DQ3326'U.S. HIGHWAY 301.  TURN LEFT ON U.S. HIGHWAY 301 AND GO NORTHEAST FOR
 DQ3326'6.45 MI (10.38 KM) TO THE JUNCTION OF MCINTOSH ROAD ON THE RIGHT.
 DQ3326'TURN RIGHT ON MCINTOSH ROAD AND GO SOUTH FOR 1.5 MI (2.4 KM) TO THE
 DQ3326'INTERSECTION OF FRANKLIN ROAD.  TURN LEFT ON FRANKLIN ROAD AND GO EAST
 DQ3326'FOR 0.4 MI (0.6 KM) TO THE SOUTHWEST CORNER OF ANTIOCH PARK AT 8510
 DQ3326'FRANKLIN ROAD ON THE LEFT, WELL SITE NUMBER 18676 ON THE LEFT AND THE
 DQ3326'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY
 DQ3326'DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DQ3326'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL WITH THE GROUND AND 2.0 FT (0.6
 DQ3326'M) ABOVE THE LEVEL OF FRANKLIN ROAD.
 DQ3326'
 DQ3326'LOCATED 36.0 FT (11.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DQ3326'FRANKLIN ROAD, 18.5 FT (5.6 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DQ3326'OF THE GATE ENTRANCE TO WELL SITE 18676, 1.6 FT (0.5 M) NORTH OF A
 DQ3326'CHAIN LINK FENCE AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0092 ***********************************************************************
 AG0092  DESIGNATION -  187
 AG0092  PID         -  AG0092
 AG0092  STATE/COUNTY-  FL/PINELLAS
 AG0092  COUNTRY     -  US
 AG0092  USGS QUAD   -  PORT TAMPA (2018)
 AG0092
 AG0092                         *CURRENT SURVEY CONTROL
 AG0092  ______________________________________________________________________
 AG0092* NAD 83(1986) POSITION- 27 52 01.     (N) 082 37 29.     (W)   SCALED
 AG0092* NAVD 88 ORTHO HEIGHT -     1.301 (meters)        4.27  (feet) ADJUSTED
 AG0092  ______________________________________________________________________
 AG0092  GEOID HEIGHT    -        -24.698 (meters)                     GEOID18
 AG0092  DYNAMIC HEIGHT  -          1.299 (meters)        4.26  (feet) COMP
 AG0092  MODELED GRAVITY -    979,181.4   (mgal)                       NAVD 88
 AG0092
 AG0092  VERT ORDER      -  SECOND    CLASS II
 AG0092
 AG0092.The horizontal coordinates were scaled from a map and have
 AG0092.an estimated accuracy of +/- 6 seconds.
 AG0092
 AG0092.The orthometric height was determined by differential leveling and
 AG0092.adjusted by the NATIONAL GEODETIC SURVEY
 AG0092.in June 1991.
 AG0092
 AG0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0092.GEOID18 height accuracy estimate available here.
 AG0092
 AG0092.Click photographs - Photos may exist for this station.
 AG0092
 AG0092.The dynamic height is computed by dividing the NAVD 88
 AG0092.geopotential number by the normal gravity value computed on the
 AG0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0092.degrees latitude (g = 980.6199 gals.).
 AG0092
 AG0092.The modeled gravity was interpolated from observed gravity values.
 AG0092
 AG0092;                    North         East    Units  Estimated Accuracy
 AG0092;SPC FL W     -   391,620.      138,480.      MT  (+/- 180 meters Scaled)
 AG0092
 AG0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL400835(NAD 83)
 AG0092
 AG0092                          SUPERSEDED SURVEY CONTROL
 AG0092
 AG0092  NGVD 29 (??/??/92)    1.562  (m)            5.12   (f) ADJ UNCH    2 2
 AG0092
 AG0092.Superseded values are not recommended for survey control.
 AG0092
 AG0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0092.See file dsdata.pdf to determine how the superseded data were derived.
 AG0092
 AG0092_MARKER: DD = SURVEY DISK
 AG0092_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0092_SP_SET: CULVERT HEADWALL
 AG0092_STAMPING: 187
 AG0092_MARK LOGO: FLHD
 AG0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0092+STABILITY: SURFACE MOTION
 AG0092
 AG0092  HISTORY     - Date     Condition        Report By
 AG0092  HISTORY     - UNK      MONUMENTED       FLHD
 AG0092  HISTORY     - 1975     GOOD             FLDT
 AG0092  HISTORY     - 1989     POOR             USPSQD
 AG0092  HISTORY     - 19991116 POOR             USPSQD
 AG0092  HISTORY     - 20010331 POOR             NGS
 AG0092  HISTORY     - 20070208 MARK NOT FOUND   USPSQD
 AG0092
 AG0092                          STATION DESCRIPTION
 AG0092
 AG0092'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0092'AT ST PETERSBURG.
 AG0092'TO REACH FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R. 686),
 AG0092'4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92 EAST),
 AG0092'RUN EASTERLY ON GANDY BLVD. FOR 0.95 MILE.  STATION ON LEFT,
 AG0092'63.0 FT. N/NW OF GANDY BLVD.  SET IN TOP OF A CONCRETE HEADWALL.
 AG0092'SECTION 17, T 30 S, R 17 E.
 AG0092
 AG0092                          STATION RECOVERY (1989)
 AG0092
 AG0092'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJD)
 AG0092'MARK RECOVERED IN POOR CONDITION.
 AG0092
 AG0092                          STATION RECOVERY (1999)
 AG0092
 AG0092'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0092'MARK RECOVERED IN POOR CONDITION.
 AG0092
 AG0092                          STATION RECOVERY (2001)
 AG0092
 AG0092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0092'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0092
 AG0092                          STATION RECOVERY (2007)
 AG0092
 AG0092'RECOVERY NOTE BY US POWER SQUADRON 2007 (SGR)
 AG0092'AREA HAS UNDERGONE EXTENSIVE ROAD WORK AND WIDENING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0093 ***********************************************************************
 AG0093  DESIGNATION -  188
 AG0093  PID         -  AG0093
 AG0093  STATE/COUNTY-  FL/PINELLAS
 AG0093  COUNTRY     -  US
 AG0093  USGS QUAD   -  GANDY BRIDGE (2018)
 AG0093
 AG0093                         *CURRENT SURVEY CONTROL
 AG0093  ______________________________________________________________________
 AG0093* NAD 83(1986) POSITION- 27 52 43.     (N) 082 35 11.     (W)   SCALED
 AG0093* NAVD 88 ORTHO HEIGHT -     3.578 (meters)       11.74  (feet) ADJUSTED
 AG0093  ______________________________________________________________________
 AG0093  GEOID HEIGHT    -        -24.768 (meters)                     GEOID18
 AG0093  DYNAMIC HEIGHT  -          3.572 (meters)       11.72  (feet) COMP
 AG0093  MODELED GRAVITY -    979,181.7   (mgal)                       NAVD 88
 AG0093
 AG0093  VERT ORDER      -  SECOND    CLASS II
 AG0093
 AG0093.The horizontal coordinates were scaled from a map and have
 AG0093.an estimated accuracy of +/- 6 seconds.
 AG0093
 AG0093.The orthometric height was determined by differential leveling and
 AG0093.adjusted by the NATIONAL GEODETIC SURVEY
 AG0093.in June 1991.
 AG0093
 AG0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0093.GEOID18 height accuracy estimate available here.
 AG0093
 AG0093.Click photographs - Photos may exist for this station.
 AG0093
 AG0093.The dynamic height is computed by dividing the NAVD 88
 AG0093.geopotential number by the normal gravity value computed on the
 AG0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0093.degrees latitude (g = 980.6199 gals.).
 AG0093
 AG0093.The modeled gravity was interpolated from observed gravity values.
 AG0093
 AG0093;                    North         East    Units  Estimated Accuracy
 AG0093;SPC FL W     -   392,900.      142,260.      MT  (+/- 180 meters Scaled)
 AG0093
 AG0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL438847(NAD 83)
 AG0093
 AG0093                          SUPERSEDED SURVEY CONTROL
 AG0093
 AG0093  NGVD 29 (??/??/92)    3.844  (m)           12.61   (f) ADJ UNCH    2 2
 AG0093
 AG0093.Superseded values are not recommended for survey control.
 AG0093
 AG0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0093.See file dsdata.pdf to determine how the superseded data were derived.
 AG0093
 AG0093_MARKER: DD = SURVEY DISK
 AG0093_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0093_SP_SET: BRIDGE
 AG0093_STAMPING: 188
 AG0093_MARK LOGO: FLHD
 AG0093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0093+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2004
 AG0093
 AG0093  HISTORY     - Date     Condition        Report By
 AG0093  HISTORY     - UNK      MONUMENTED       FLHD
 AG0093  HISTORY     - 1975     GOOD             FLDT
 AG0093  HISTORY     - 19991116 GOOD             USPSQD
 AG0093  HISTORY     - 20010331 GOOD             NGS
 AG0093  HISTORY     - 20040406 GOOD             USPSQD
 AG0093  HISTORY     - 20080911 GOOD             PINCPW
 AG0093
 AG0093                          STATION DESCRIPTION
 AG0093
 AG0093'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0093'AT ST PETERSBURG.
 AG0093'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0093'686), 4TH STREET N. (S.R. 687) AND GANDY BLVD. (S.R. 600/HWY 92
 AG0093'EAST), RUN EASTERLY ON GANDY BLVD. FOR 3.55 MILE.  STATION ON
 AG0093'LEFT, IN THE SW CORNER OF THE EAST BOUND LANE BRIDGE.  SET IN
 AG0093'TOP OF THE CONCRETE HANDRAIL.  SECTION 15, T 30 S, R 17 E.
 AG0093
 AG0093                          STATION RECOVERY (1999)
 AG0093
 AG0093'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0093'RECOVERED IN GOOD CONDITION.
 AG0093
 AG0093                          STATION RECOVERY (2001)
 AG0093
 AG0093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0093'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0093
 AG0093                          STATION RECOVERY (2004)
 AG0093
 AG0093'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG0093'RECOVERED IN GOOD CONDITION.
 AG0093
 AG0093                          STATION RECOVERY (2008)
 AG0093
 AG0093'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5696 ***********************************************************************
 AD5696  DESIGNATION -  188 BCED
 AD5696  PID         -  AD5696
 AD5696  STATE/COUNTY-  FL/BROWARD
 AD5696  COUNTRY     -  US
 AD5696  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5696
 AD5696                         *CURRENT SURVEY CONTROL
 AD5696  ______________________________________________________________________
 AD5696* NAD 83(2011) POSITION- 26 05 25.60440(N) 080 09 40.37645(W)   ADJUSTED
 AD5696* NAD 83(2011) ELLIP HT-   -24.476 (meters)        (06/27/12)   ADJUSTED
 AD5696* NAD 83(2011) EPOCH   -  2010.00
 AD5696* NAVD 88 ORTHO HEIGHT -     1.156 (meters)        3.79  (feet) ADJUSTED
 AD5696  ______________________________________________________________________
 AD5696  GEOID HEIGHT    -        -25.605 (meters)                     GEOID18
 AD5696  NAD 83(2011) X  -    979,447.125 (meters)                     COMP
 AD5696  NAD 83(2011) Y  - -5,647,598.598 (meters)                     COMP
 AD5696  NAD 83(2011) Z  -  2,788,053.948 (meters)                     COMP
 AD5696  LAPLACE CORR    -         -3.27  (seconds)                    DEFLEC18
 AD5696  DYNAMIC HEIGHT  -          1.154 (meters)        3.79  (feet) COMP
 AD5696  MODELED GRAVITY -    979,056.4   (mgal)                       NAVD 88
 AD5696
 AD5696  VERT ORDER      -  FIRST     CLASS II
 AD5696
 AD5696  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD5696  Standards:
 AD5696         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD5696            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD5696  -------------------------------------------------------------------
 AD5696  NETWORK    2.81   3.92           1.08   1.18   2.00     -0.32049222
 AD5696  -------------------------------------------------------------------
 AD5696  Click here for local accuracies and other accuracy information.
 AD5696
 AD5696.The horizontal coordinates were established by GPS observations
 AD5696.and adjusted by the National Geodetic Survey in June 2012.
 AD5696
 AD5696.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD5696.been affixed to the stable North American tectonic plate. See 
 AD5696.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD5696
 AD5696.The horizontal coordinates are valid at the epoch date displayed above
 AD5696.which is a decimal equivalence of Year/Month/Day.
 AD5696
 AD5696.The orthometric height was determined by differential leveling and
 AD5696.adjusted by the NATIONAL GEODETIC SURVEY
 AD5696.in June 1991.
 AD5696
 AD5696.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5696.GEOID18 height accuracy estimate available here.
 AD5696
 AD5696.Click photographs - Photos may exist for this station.
 AD5696
 AD5696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD5696
 AD5696.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD5696
 AD5696.The ellipsoidal height was determined by GPS observations
 AD5696.and is referenced to NAD 83.
 AD5696
 AD5696.The dynamic height is computed by dividing the NAVD 88
 AD5696.geopotential number by the normal gravity value computed on the
 AD5696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5696.degrees latitude (g = 980.6199 gals.).
 AD5696
 AD5696.The modeled gravity was interpolated from observed gravity values.
 AD5696
 AD5696. The following values were computed from the NAD 83(2011) position.
 AD5696
 AD5696;                    North         East     Units Scale Factor Converg.
 AD5696;SPC FL E     -   194,904.745   283,909.674   MT  1.00002808   +0 22 08.1
 AD5696;SPC FL E     -   639,449.98    931,460.32   sFT  1.00002808   +0 22 08.1
 AD5696;UTM  17      - 2,885,970.226   583,881.044   MT  0.99968687   +0 22 08.1
 AD5696
 AD5696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD5696!SPC FL E     -   1.00000385  x   1.00002808  =   1.00003193
 AD5696!UTM  17      -   1.00000385  x   0.99968687  =   0.99969071
 AD5696
 AD5696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8388185970(NAD 83)
 AD5696
 AD5696                          SUPERSEDED SURVEY CONTROL
 AD5696
 AD5696  NAD 83(2007)-  26 05 25.60448(N)    080 09 40.37706(W) AD(2002.00) 0
 AD5696  ELLIP H (02/10/07)  -24.458  (m)                       GP(2002.00)    
 AD5696  NAD 83(1999)-  26 05 25.60451(N)    080 09 40.37710(W) AD(       ) 1
 AD5696  ELLIP H (12/12/02)  -24.454  (m)                       GP(       ) 4 1
 AD5696  NAVD 88               1.16   (m)            3.8    (f) LEVELING    3  
 AD5696  NGVD 29 (09/01/92)    1.645  (m)            5.40   (f) ADJUSTED    1 2
 AD5696
 AD5696.Superseded values are not recommended for survey control.
 AD5696
 AD5696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5696.See file dsdata.pdf to determine how the superseded data were derived.
 AD5696
 AD5696_MARKER: DB = BENCH MARK DISK
 AD5696_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5696_SP_SET: HEADWALL
 AD5696_STAMPING: BM 188
 AD5696_MARK LOGO: BCE
 AD5696_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5696+STABILITY: SURFACE MOTION
 AD5696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5696+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2017
 AD5696
 AD5696  HISTORY     - Date     Condition        Report By
 AD5696  HISTORY     - 1978     MONUMENTED       FL-011
 AD5696  HISTORY     - 19950715 GOOD             USPSQD
 AD5696  HISTORY     - 19960123 GOOD             USPSQD
 AD5696  HISTORY     - 20011018 GOOD             LDBLS
 AD5696  HISTORY     - 20020512 GOOD             MAPTEC
 AD5696  HISTORY     - 20080512 GOOD             FLDT
 AD5696  HISTORY     - 20080801 GOOD             MAPTEC
 AD5696  HISTORY     - 20091228 GOOD             INDIV
 AD5696  HISTORY     - 20140618 GOOD             GEOCAC
 AD5696  HISTORY     - 20170413 GOOD             WANTGP
 AD5696
 AD5696                          STATION DESCRIPTION
 AD5696
 AD5696'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5696'FORT LAUDERDALE.
 AD5696'THE BENCH MARK IS LOCATED AT THE INTERSECTION OF STATE ROAD 84,
 AD5696'AND SW 15TH AVENUE. MARK BEARS 35 FEET SOUTH OF THE SOUTH EDGE
 AD5696'OF THE WEST BOUND LANE OF STATE ROAD 84, 125 FEET WEST OF THE CENTER
 AD5696'LINE OF SW 15TH AVENUE, 43 FEET EAST OF A CABBAGE PALM, SET FLUSH
 AD5696'IN THE TOP OF THE NORTHEAST END OF A CONCRETE HEADWALL IN THE
 AD5696'MEDIAN OF STATE ROAD 84. MARK IS A STANDARD BROWARD COUNTY BRASS
 AD5696'DISK.
 AD5696
 AD5696                          STATION RECOVERY (1995)
 AD5696
 AD5696'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5696'RECOVERED IN GOOD CONDITION.
 AD5696
 AD5696                          STATION RECOVERY (1996)
 AD5696
 AD5696'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5696'RECOVERED IN GOOD CONDITION.
 AD5696
 AD5696                          STATION RECOVERY (2001)
 AD5696
 AD5696'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD5696'RECOVERED IN GOOD CONDITION.
 AD5696
 AD5696                          STATION RECOVERY (2002)
 AD5696
 AD5696'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD5696'THE MARK IS ABOUT 2.7 KM (1.7 MI) WEST OF PORT EVERGLADES IN SECTION
 AD5696'21, TOWNSHIP 50 SOUTH, RANGE 42 EAST, BROWARD COUNTY, FLORIDA.
 AD5696'OWNERSHIP - FLORIDA DEPARTMENT OF TRANSPORTATION.
 AD5696'
 AD5696'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AD5696'U.S. HIGHWAY 27 (I-75 EXIT 13, NEAR ANDYTOWN) GO EAST ON INTERSTATE
 AD5696'HIGHWAY 75 8.1 KM (5.0 MI) TO THE JUNCTION WITH INTERSTATE HIGHWAY 595
 AD5696'EAST, EXIT RIGHT ONTO INTERSTATE HIGHWAY 595 EAST AND GO EAST ALONG
 AD5696'INTERSTATE HIGHWAY 595 16.3 KM (10.1 MI) TO THE JUNCTION WITH STATE
 AD5696'ROAD 84, GO EAST ON STATE ROAD 84 4.8 KM (3.0 MI) TO THE JUNCTION WITH
 AD5696'SOUTHWEST 15TH AVENUE AND THE STATION IN THE MEDIAN ON THE LEFT.  ALSO
 AD5696'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 84 AND
 AD5696'EISENHOWER BOULEVARD IN PORT EVERGLADES, GO WEST ON STATE ROAD 84 1.0
 AD5696'KM (0.6 MI) TO THE ENTRANCE-EXIT OF PORT EVERGLADES.  CONTINUE WEST ON
 AD5696'STATE ROAD 84 2.7 KM (1.7 MI) TO THE JUNCTION WITH SOUTHWEST 15TH
 AD5696'AVENUE AND THE STATION IN THE MEDIAN ON THE LEFT.
 AD5696'
 AD5696'THE MARK IS 38.1 M (125.0 FT) WEST OF THE CENTERLINE OF SOUTHWEST 15TH
 AD5696'AVENUE, 21.8 M (71.5 FT) WEST OF THE FACE OF CURB AT THE EAST END OF
 AD5696'MEDIAN, 13.1 M (43.0 FT) NORTH OF THE NORTH EDGE OF THE EASTBOUND
 AD5696'LANES OF STATE ROAD 84 AND 11.0 M (36.1 FT) SOUTH OF THE SOUTH EDGE OF
 AD5696'THE WESTBOUND LANES OF STATE ROAD 84.  THE MARK IS A DISK SET FLUSH IN
 AD5696'THE TOP OF A CONCRETE HEADWALL IN THE MEDIAN OF STATE ROAD 84, FLUSH
 AD5696'WITH THE LEVEL OF THE GROUND ABOUT 0.61 M (2.0 FT) BELOW THE LEVEL OF
 AD5696'THE HIGHWAY.
 AD5696
 AD5696                          STATION RECOVERY (2008)
 AD5696
 AD5696'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2008 (PED)
 AD5696'RECOVERED IN GOOD CONDITION.
 AD5696
 AD5696                          STATION RECOVERY (2008)
 AD5696
 AD5696'RECOVERY NOTE BY MAPTECH INCORPORATED 2008 (JML)
 AD5696'NEW PALM TREES MAKE POINT BAD FOR GPS. RECOVERD AS DESCRIBED
 AD5696
 AD5696                          STATION RECOVERY (2009)
 AD5696
 AD5696'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DF)
 AD5696'RECOVERED IN GOOD CONDITION.
 AD5696
 AD5696                          STATION RECOVERY (2014)
 AD5696
 AD5696'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 AD5696'RECOVERED IN GOOD CONDITION.
 AD5696
 AD5696                          STATION RECOVERY (2017)
 AD5696
 AD5696'RECOVERY NOTE BY WANTMAN GROUP INC 2017 (JKA)
 AD5696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9278 ***********************************************************************
 DO9278  DESIGNATION -  18826 A
 DO9278  PID         -  DO9278
 DO9278  STATE/COUNTY-  FL/POLK
 DO9278  COUNTRY     -  US
 DO9278  USGS QUAD   -  SOCRUM (2018)
 DO9278
 DO9278                         *CURRENT SURVEY CONTROL
 DO9278  ______________________________________________________________________
 DO9278* NAD 83(1986) POSITION- 28 13 12.5    (N) 082 01 24.1    (W)   HD_HELD2
 DO9278* NAVD 88 ORTHO HEIGHT -    32.533 (meters)      106.74  (feet) ADJUSTED
 DO9278  ______________________________________________________________________
 DO9278  GEOID HEIGHT    -        -26.512 (meters)                     GEOID18
 DO9278  DYNAMIC HEIGHT  -         32.485 (meters)      106.58  (feet) COMP
 DO9278  MODELED GRAVITY -    979,168.5   (mgal)                       NAVD 88
 DO9278
 DO9278  VERT ORDER      -  SECOND    CLASS I
 DO9278
 DO9278.The horizontal coordinates were established by autonomous hand held GPS
 DO9278.observations and have an estimated accuracy of +/- 10 meters.
 DO9278
 DO9278.The orthometric height was determined by differential leveling and
 DO9278.adjusted by the NATIONAL GEODETIC SURVEY
 DO9278.in January 2014.
 DO9278
 DO9278.No vertical observational check was made to the station.
 DO9278
 DO9278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9278.GEOID18 height accuracy estimate available here.
 DO9278
 DO9278.Click photographs - Photos may exist for this station.
 DO9278
 DO9278.The dynamic height is computed by dividing the NAVD 88
 DO9278.geopotential number by the normal gravity value computed on the
 DO9278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9278.degrees latitude (g = 980.6199 gals.).
 DO9278
 DO9278.The modeled gravity was interpolated from observed gravity values.
 DO9278
 DO9278;                    North         East    Units  Estimated Accuracy
 DO9278;SPC FL W     -   430,604.      197,707.      MT  (+/- 10 meters HH2 GPS)
 DO9278
 DO9278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9958222012(NAD 83)
 DO9278
 DO9278                          SUPERSEDED SURVEY CONTROL
 DO9278
 DO9278.No superseded survey control is available for this station.
 DO9278
 DO9278_MARKER: DD = SURVEY DISK
 DO9278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9278_STAMPING: 18826 A 2008
 DO9278_MARK LOGO: SWFWMD
 DO9278_PROJECTION: FLUSH
 DO9278_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9278+STABILITY: SURFACE MOTION
 DO9278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9278+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 DO9278
 DO9278  HISTORY     - Date     Condition        Report By
 DO9278  HISTORY     - 2008     MONUMENTED       SWFWMD
 DO9278  HISTORY     - 20120731 GOOD             FLDEP
 DO9278
 DO9278                          STATION DESCRIPTION
 DO9278
 DO9278'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9278'THE MARK IS ABOUT 5.5 MI (8.8 KM) NORTH-NORTHWEST OF PROVIDENCE, 4.8
 DO9278'MI (7.7 KM) EAST-SOUTHEAST OF BRANCHBOROUGH, 3.6 MI (5.8 KM) NORTH OF
 DO9278'SOCRUM, IN SECTION 17, TOWNSHIP 26 SOUTH, RANGE 23 EAST.
 DO9278'
 DO9278'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 4 OVERPASS (EXIT
 DO9278'32) AND U.S. HIGHWAY 98 IN LAKELAND, GO NORTHERLY ON U.S. HIGHWAY 98
 DO9278'FOR 5.65 MI (9.1 KM) TO THE JUNCTION OF COUNTY ROAD 35A ON THE LEFT.
 DO9278'CONTINUE NORTHWEST ON U.S. HIGHWAY 98 FOR 5.0 MI (8.0 KM) TO THE
 DO9278'JUNCTION OF A ROAD ON THE RIGHT LEADING TO A FORESTRY DIVISION TOWER.
 DO9278'TURN RIGHT ON THE FORESTRY DIVISION ROAD AND GO NORTHEAST FOR 150.0 FT
 DO9278'(45.7 M) TO THE MARK THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DO9278'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE FORESTRY DIVISION
 DO9278'ROAD.    LOCATED 157.5 FT (48.0 M) NORTHEAST OF THE APPROXIMATE
 DO9278'CENTERLINE OF U.S. HIGHWAY 92, 47.0 FT (14.3 M) NORTHWEST OF THE
 DO9278'APPROXIMATE CENTERLINE OF THE FORESTRY DIVISION ROAD, 29.3 FT (8.9 M)
 DO9278'NORTH-NORTHEAST OF SURVEY MARK 18826 B, 9.8 FT (3.0 M) SOUTH-SOUTHWEST
 DO9278'OF THE NORTHERN MOST WELL HEAD AND 3.3 FT (1.0 M) NORTHWEST 0F A
 DO9278'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9277 ***********************************************************************
 DO9277  DESIGNATION -  18826 B
 DO9277  PID         -  DO9277
 DO9277  STATE/COUNTY-  FL/POLK
 DO9277  COUNTRY     -  US
 DO9277  USGS QUAD   -  SOCRUM (2018)
 DO9277
 DO9277                         *CURRENT SURVEY CONTROL
 DO9277  ______________________________________________________________________
 DO9277* NAD 83(1986) POSITION- 28 13 12.2    (N) 082 01 24.3    (W)   HD_HELD2
 DO9277* NAVD 88 ORTHO HEIGHT -    32.512 (meters)      106.67  (feet) ADJUSTED
 DO9277  ______________________________________________________________________
 DO9277  GEOID HEIGHT    -        -26.512 (meters)                     GEOID18
 DO9277  DYNAMIC HEIGHT  -         32.464 (meters)      106.51  (feet) COMP
 DO9277  MODELED GRAVITY -    979,168.5   (mgal)                       NAVD 88
 DO9277
 DO9277  VERT ORDER      -  SECOND    CLASS I
 DO9277
 DO9277.The horizontal coordinates were established by autonomous hand held GPS
 DO9277.observations and have an estimated accuracy of +/- 10 meters.
 DO9277
 DO9277.The orthometric height was determined by differential leveling and
 DO9277.adjusted by the NATIONAL GEODETIC SURVEY
 DO9277.in January 2014.
 DO9277
 DO9277.No vertical observational check was made to the station.
 DO9277
 DO9277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9277.GEOID18 height accuracy estimate available here.
 DO9277
 DO9277.Click photographs - Photos may exist for this station.
 DO9277
 DO9277.The dynamic height is computed by dividing the NAVD 88
 DO9277.geopotential number by the normal gravity value computed on the
 DO9277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9277.degrees latitude (g = 980.6199 gals.).
 DO9277
 DO9277.The modeled gravity was interpolated from observed gravity values.
 DO9277
 DO9277;                    North         East    Units  Estimated Accuracy
 DO9277;SPC FL W     -   430,595.      197,702.      MT  (+/- 10 meters HH2 GPS)
 DO9277
 DO9277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9957722003(NAD 83)
 DO9277
 DO9277                          SUPERSEDED SURVEY CONTROL
 DO9277
 DO9277.No superseded survey control is available for this station.
 DO9277
 DO9277_MARKER: DD = SURVEY DISK
 DO9277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9277_STAMPING: 18826 B 2008
 DO9277_MARK LOGO: SWFWMD
 DO9277_PROJECTION: FLUSH
 DO9277_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9277+STABILITY: SURFACE MOTION
 DO9277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9277+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 DO9277
 DO9277  HISTORY     - Date     Condition        Report By
 DO9277  HISTORY     - 2008     MONUMENTED       SWFWMD
 DO9277  HISTORY     - 20120731 GOOD             FLDEP
 DO9277
 DO9277                          STATION DESCRIPTION
 DO9277
 DO9277'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9277'THE MARK IS ABOUT 5.5 MI (8.8 KM) NORTH-NORTHWEST OF PROVIDENCE, 4.8
 DO9277'MI (7.7 KM) EAST-SOUTHEAST OF BRANCHBOROUGH, 3.6 MI (5.8 KM) NORTH OF
 DO9277'SOCRUM, IN SECTION 17, TOWNSHIP 26 SOUTH, RANGE 23 EAST.
 DO9277'
 DO9277'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 4 OVERPASS (EXIT
 DO9277'32) AND U.S. HIGHWAY 98 IN LAKELAND, GO NORTHERLY ON U.S. HIGHWAY 98
 DO9277'FOR 5.65 MI (9.1 KM) TO THE JUNCTION OF COUNTY ROAD 35A ON THE LEFT.
 DO9277'CONTINUE NORTHWEST ON U.S. HIGHWAY 98 FOR 5.0 MI (8.0 KM) TO THE
 DO9277'JUNCTION OF A ROAD ON THE RIGHT LEADING TO A FORESTRY DIVISION TOWER.
 DO9277'TURN RIGHT ON THE FORESTRY DIVISION ROAD AND GO NORTHEAST FOR ABOUT
 DO9277'130.0 FT (39.6 M) TO THE MARK THE LEFT, SET IN THE TOP OF A ROUND
 DO9277'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE FORESTRY
 DO9277'DIVISION ROAD.    LOCATED 132.7 FT (40.4 M) NORTHEAST OF THE
 DO9277'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 92, 33.7 FT (10.3 M) NORTHWEST
 DO9277'OF THE APPROXIMATE CENTERLINE OF THE FORESTRY DIVISION ROAD, 29.3 FT
 DO9277'(8.9 M) SOUTH-SOUTHWEST OF SURVEY MARK 18826 A, 24.8 FT (7.6 M) SOUTH
 DO9277'OF THE SOUTHERN MOST WELL HEAD AND 3.2 FT (1.0 M) NORTHWEST OF A
 DO9277'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0094 ***********************************************************************
 AG0094  DESIGNATION -  189
 AG0094  PID         -  AG0094
 AG0094  STATE/COUNTY-  FL/PINELLAS
 AG0094  COUNTRY     -  US
 AG0094  USGS QUAD   -  PORT TAMPA (2018)
 AG0094
 AG0094                         *CURRENT SURVEY CONTROL
 AG0094  ______________________________________________________________________
 AG0094* NAD 83(1986) POSITION- 27 48 31.     (N) 082 36 53.     (W)   SCALED
 AG0094* NAVD 88 ORTHO HEIGHT -     3.521 (meters)       11.55  (feet) ADJUSTED
 AG0094  ______________________________________________________________________
 AG0094  GEOID HEIGHT    -        -24.625 (meters)                     GEOID18
 AG0094  DYNAMIC HEIGHT  -          3.515 (meters)       11.53  (feet) COMP
 AG0094  MODELED GRAVITY -    979,176.4   (mgal)                       NAVD 88
 AG0094
 AG0094  VERT ORDER      -  SECOND    CLASS II
 AG0094
 AG0094.The horizontal coordinates were scaled from a map and have
 AG0094.an estimated accuracy of +/- 6 seconds.
 AG0094
 AG0094.The orthometric height was determined by differential leveling and
 AG0094.adjusted by the NATIONAL GEODETIC SURVEY
 AG0094.in June 1991.
 AG0094
 AG0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0094.GEOID18 height accuracy estimate available here.
 AG0094
 AG0094.Click photographs - Photos may exist for this station.
 AG0094
 AG0094.The dynamic height is computed by dividing the NAVD 88
 AG0094.geopotential number by the normal gravity value computed on the
 AG0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0094.degrees latitude (g = 980.6199 gals.).
 AG0094
 AG0094.The modeled gravity was interpolated from observed gravity values.
 AG0094
 AG0094;                    North         East    Units  Estimated Accuracy
 AG0094;SPC FL W     -   385,150.      139,430.      MT  (+/- 180 meters Scaled)
 AG0094
 AG0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL409770(NAD 83)
 AG0094
 AG0094                          SUPERSEDED SURVEY CONTROL
 AG0094
 AG0094  NGVD 29 (??/??/92)    3.784  (m)           12.41   (f) ADJ UNCH    2 2
 AG0094
 AG0094.Superseded values are not recommended for survey control.
 AG0094
 AG0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0094.See file dsdata.pdf to determine how the superseded data were derived.
 AG0094
 AG0094_MARKER: DD = SURVEY DISK
 AG0094_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0094_SP_SET: BRIDGE HANDRAIL
 AG0094_STAMPING: 189
 AG0094_MARK LOGO: FLHD
 AG0094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0094
 AG0094  HISTORY     - Date     Condition        Report By
 AG0094  HISTORY     - UNK      MONUMENTED       FLHD
 AG0094  HISTORY     - 1975     GOOD             FLDT
 AG0094  HISTORY     - 20010501 MARK NOT FOUND   USPSQD
 AG0094  HISTORY     - 20051017 MARK NOT FOUND   USPSQD
 AG0094
 AG0094                          STATION DESCRIPTION
 AG0094
 AG0094'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0094'AT ST PETERSBURG.
 AG0094'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG0094'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET N.
 AG0094'FOR 4.05 MILE TO THE INTERSECTION OF 38TH AVE. N., TURN LEFT ON
 AG0094'38TH AVE. N. AND RUN NORTHEASTERLY FOR 0.35 MILE TO THE INTERSECTION
 AG0094'OF 1ST STREET N. AND 40TH AVE. N., CONTINUE EASTERLY ON 40TH
 AG0094'AVE. N. FOR 1.2 MILE TO BRIDGE.  STATION ON LEFT, IN THE NE CORNER.
 AG0094'SET IN TOP OF THE CONCRETE HANDRAIL.  SECTION 5, T31S, R17E.
 AG0094
 AG0094                          STATION RECOVERY (2001)
 AG0094
 AG0094'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCK)
 AG0094'MARK NOT FOUND.
 AG0094
 AG0094                          STATION RECOVERY (2005)
 AG0094
 AG0094'RECOVERY NOTE BY US POWER SQUADRON 2005 (KNB)
 AG0094'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5697 ***********************************************************************
 AD5697  DESIGNATION -  189 BCED
 AD5697  PID         -  AD5697
 AD5697  STATE/COUNTY-  FL/BROWARD
 AD5697  COUNTRY     -  US
 AD5697  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5697
 AD5697                         *CURRENT SURVEY CONTROL
 AD5697  ______________________________________________________________________
 AD5697* NAD 83(2011) POSITION- 26 05 33.65823(N) 080 09 10.81237(W)   ADJUSTED
 AD5697* NAD 83(2011) ELLIP HT-   -24.000 (meters)        (06/27/12)   ADJUSTED
 AD5697* NAD 83(2011) EPOCH   -  2010.00
 AD5697* NAVD 88 ORTHO HEIGHT -     1.653 (meters)        5.42  (feet) ADJUSTED
 AD5697  ______________________________________________________________________
 AD5697  GEOID HEIGHT    -        -25.633 (meters)                     GEOID18
 AD5697  NAD 83(2011) X  -    980,238.020 (meters)                     COMP
 AD5697  NAD 83(2011) Y  - -5,647,351.174 (meters)                     COMP
 AD5697  NAD 83(2011) Z  -  2,788,276.753 (meters)                     COMP
 AD5697  LAPLACE CORR    -         -3.37  (seconds)                    DEFLEC18
 AD5697  DYNAMIC HEIGHT  -          1.650 (meters)        5.41  (feet) COMP
 AD5697  MODELED GRAVITY -    979,056.4   (mgal)                       NAVD 88
 AD5697
 AD5697  VERT ORDER      -  FIRST     CLASS II
 AD5697
 AD5697  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD5697  Standards:
 AD5697         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD5697            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD5697  -------------------------------------------------------------------
 AD5697  NETWORK    2.93   4.02           1.14   1.22   2.05     -0.31477032
 AD5697  -------------------------------------------------------------------
 AD5697  Click here for local accuracies and other accuracy information.
 AD5697
 AD5697.The horizontal coordinates were established by GPS observations
 AD5697.and adjusted by the National Geodetic Survey in June 2012.
 AD5697
 AD5697.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD5697.been affixed to the stable North American tectonic plate. See 
 AD5697.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD5697
 AD5697.The horizontal coordinates are valid at the epoch date displayed above
 AD5697.which is a decimal equivalence of Year/Month/Day.
 AD5697
 AD5697.The orthometric height was determined by differential leveling and
 AD5697.adjusted by the NATIONAL GEODETIC SURVEY
 AD5697.in June 1991.
 AD5697
 AD5697.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5697.GEOID18 height accuracy estimate available here.
 AD5697
 AD5697.Click photographs - Photos may exist for this station.
 AD5697
 AD5697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD5697
 AD5697.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD5697
 AD5697.The ellipsoidal height was determined by GPS observations
 AD5697.and is referenced to NAD 83.
 AD5697
 AD5697.The dynamic height is computed by dividing the NAVD 88
 AD5697.geopotential number by the normal gravity value computed on the
 AD5697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5697.degrees latitude (g = 980.6199 gals.).
 AD5697
 AD5697.The modeled gravity was interpolated from observed gravity values.
 AD5697
 AD5697. The following values were computed from the NAD 83(2011) position.
 AD5697
 AD5697;                    North         East     Units Scale Factor Converg.
 AD5697;SPC FL E     -   195,157.919   284,729.629   MT  1.00002979   +0 22 21.2
 AD5697;SPC FL E     -   640,280.61    934,150.46   sFT  1.00002979   +0 22 21.2
 AD5697;UTM  17      - 2,886,223.313   584,700.720   MT  0.99968858   +0 22 21.2
 AD5697
 AD5697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD5697!SPC FL E     -   1.00000377  x   1.00002979  =   1.00003356
 AD5697!UTM  17      -   1.00000377  x   0.99968858  =   0.99969235
 AD5697
 AD5697:                Primary Azimuth Mark                     Grid Az
 AD5697:SPC FL E     -  190 BCED                                 092 48 56.4
 AD5697:UTM  17      -  190 BCED                                 092 48 56.4
 AD5697
 AD5697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8470086223(NAD 83)
 AD5697
 AD5697|---------------------------------------------------------------------|
 AD5697| PID    Reference Object                     Distance      Geod. Az  |
 AD5697|                                                           dddmmss.s |
 AD5697| AD5698 190 BCED                            APPROX. 0.6 KM 0931117.6 |
 AD5697|---------------------------------------------------------------------|
 AD5697
 AD5697                          SUPERSEDED SURVEY CONTROL
 AD5697
 AD5697  NAD 83(2007)-  26 05 33.65830(N)    080 09 10.81298(W) AD(2002.00) 0
 AD5697  ELLIP H (02/10/07)  -23.982  (m)                       GP(2002.00)    
 AD5697  NAD 83(1999)-  26 05 33.65834(N)    080 09 10.81301(W) AD(       ) 1
 AD5697  ELLIP H (12/12/02)  -23.977  (m)                       GP(       ) 4 1
 AD5697  NAVD 88               1.65   (m)            5.4    (f) LEVELING    3  
 AD5697  NGVD 29 (09/01/92)    2.142  (m)            7.03   (f) ADJUSTED    1 2
 AD5697
 AD5697.Superseded values are not recommended for survey control.
 AD5697
 AD5697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5697.See file dsdata.pdf to determine how the superseded data were derived.
 AD5697
 AD5697_MARKER: DB = BENCH MARK DISK
 AD5697_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5697_SP_SET: CURB
 AD5697_STAMPING: BM 189
 AD5697_MARK LOGO: BCE
 AD5697_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5697+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2002
 AD5697
 AD5697  HISTORY     - Date     Condition        Report By
 AD5697  HISTORY     - 1978     MONUMENTED       FL-011
 AD5697  HISTORY     - 19950715 GOOD             USPSQD
 AD5697  HISTORY     - 19960123 GOOD             USPSQD
 AD5697  HISTORY     - 20011018 GOOD             LDBLS
 AD5697  HISTORY     - 20020512 GOOD             MAPTEC
 AD5697  HISTORY     - 20080512 MARK NOT FOUND   FLDT
 AD5697
 AD5697                          STATION DESCRIPTION
 AD5697
 AD5697'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5697'FORT LAUDERDALE.
 AD5697'THE BENCH MARK IS LOCATED AT THE INTERSECTION OF STATE ROAD 84
 AD5697'AND SW 9TH AVENUE IN THE NORTHWEST CORNER. MARK BEARS 77 FEET
 AD5697'NORTH OF THE CENTER LINE OF STATE ROAD 84, 55 FEET WEST OF THE
 AD5697'CENTER LINE OF SW 9TH AVENUE, 8 FEET SOUTH OF A SIGNAL POLE, SET
 AD5697'FLUSH IN A CONCRETE CURB. MARK IS A STANDARD BROWARD COUNTY BRASS
 AD5697'DISK.
 AD5697
 AD5697                          STATION RECOVERY (1995)
 AD5697
 AD5697'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5697'RECOVERED IN GOOD CONDITION.
 AD5697
 AD5697                          STATION RECOVERY (1996)
 AD5697
 AD5697'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5697'RECOVERED IN GOOD CONDITION.
 AD5697
 AD5697                          STATION RECOVERY (2001)
 AD5697
 AD5697'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD5697'THE MARK IS ABOUT 1.9 KM (1.16 MI) WEST OF PORT EVERGLADES IN SECTION
 AD5697'15, TOWNSHIP 50 SOUTH, RANGE 42 EAST, BROWARD COUNTY, FLORIDA.
 AD5697'OWNERSHIP--FLORIDA DEPARTMENT OF TRANSPORTATION.
 AD5697'
 AD5697'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AD5697'U.S.  HIGHWAY 27 (I-75 EXIT 13, NEAR ANDYTOWN) GO EAST ON INTERSTATE
 AD5697'HIGHWAY 75 8.1 KM (5.04 MI) TO THE JUNCTION WITH INTERSTATE HIGHWAY
 AD5697'595 EAST, EXIT RIGHT ONTO INTERSTATE HIGHWAY 595 EAST, AND GO EAST
 AD5697'ALONG INTERSTATE HIGHWAY 595 16.3 KM (10.13 MI) TO THE JUNCTION WITH
 AD5697'STATE ROAD 84, GO EAST ON STATE ROAD 84 5.6 KM (3.50 MI) TO THE
 AD5697'JUNCTION WITH SW 9TH AVENUE AND THE STATION ON THE LEFT. ALSO TO REACH
 AD5697'THE MARK FROM THE INTERSECTION OF STATE ROAD 84 AND EISENHOWER
 AD5697'BOULEVARD IN PORT EVERGLADES, GO WEST ON STATE ROAD 84 1.0 KM
 AD5697'(0.62 MI) TO THE ENTRANCE-EXIT OF PORT EVERGLADES, CONTINUE WEST ON
 AD5697'STATE ROAD 84 1.9 KM (1.16 MI) TO THE JUNCTION WITH SW 9TH AVENUE AND
 AD5697'THE STATION IN THE MEDIAN ON THE RIGHT.
 AD5697'
 AD5697'THE MARK IS 24.99 M (82.0 FT) NORTH OF THE CENTERLINE OF STATE ROAD
 AD5697'84, 14.17 M (46.5 FT) WEST OF THE CENTERLINE OF SW 9TH AVENUE AND 2.19
 AD5697'M (7.2 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A SQUARE CONCRETE
 AD5697'TRAFFIC SIGNAL POLE.  THE MARK IS DISK SET FLUSH IN THE TOP OF A
 AD5697'CONCRETE CURB AT THE NORTHWEST CORNER OF THE INTERSECTION OF STATE
 AD5697'ROAD 84 AND SW 9TH AVENUE.
 AD5697
 AD5697                          STATION RECOVERY (2002)
 AD5697
 AD5697'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD5697'RECOVERED IN GOOD CONDITION.
 AD5697
 AD5697                          STATION RECOVERY (2008)
 AD5697
 AD5697'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2008 (PED)
 AD5697'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9702 ***********************************************************************
 DL9702  DESIGNATION -  18965 A
 DL9702  PID         -  DL9702
 DL9702  STATE/COUNTY-  FL/PASCO
 DL9702  COUNTRY     -  US
 DL9702  USGS QUAD   -  SAN ANTONIO (2018)
 DL9702
 DL9702                         *CURRENT SURVEY CONTROL
 DL9702  ______________________________________________________________________
 DL9702* NAD 83(1986) POSITION- 28 19 27.1    (N) 082 21 17.6    (W)   HD_HELD2
 DL9702* NAVD 88 ORTHO HEIGHT -    27.027 (meters)       88.67  (feet) ADJUSTED
 DL9702  ______________________________________________________________________
 DL9702  GEOID HEIGHT    -        -26.107 (meters)                     GEOID18
 DL9702  DYNAMIC HEIGHT  -         26.987 (meters)       88.54  (feet) COMP
 DL9702  MODELED GRAVITY -    979,191.0   (mgal)                       NAVD 88
 DL9702
 DL9702  VERT ORDER      -  FIRST     CLASS II
 DL9702
 DL9702.The horizontal coordinates were established by autonomous hand held GPS
 DL9702.observations and have an estimated accuracy of +/- 10 meters.
 DL9702
 DL9702.The orthometric height was determined by differential leveling and
 DL9702.adjusted by the NATIONAL GEODETIC SURVEY
 DL9702.in August 2010.
 DL9702
 DL9702.No vertical observational check was made to the station.
 DL9702
 DL9702.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9702.GEOID18 height accuracy estimate available here.
 DL9702
 DL9702.Click photographs - Photos may exist for this station.
 DL9702
 DL9702.The dynamic height is computed by dividing the NAVD 88
 DL9702.geopotential number by the normal gravity value computed on the
 DL9702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9702.degrees latitude (g = 980.6199 gals.).
 DL9702
 DL9702.The modeled gravity was interpolated from observed gravity values.
 DL9702
 DL9702;                    North         East    Units  Estimated Accuracy
 DL9702;SPC FL W     -   442,186.      165,199.      MT  (+/- 10 meters HH2 GPS)
 DL9702
 DL9702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6717733861(NAD 83)
 DL9702
 DL9702                          SUPERSEDED SURVEY CONTROL
 DL9702
 DL9702.No superseded survey control is available for this station.
 DL9702
 DL9702_MARKER: DD = SURVEY DISK
 DL9702_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9702_STAMPING: 18965 A 2010
 DL9702_MARK LOGO: SWFWMD
 DL9702_PROJECTION: FLUSH
 DL9702_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9702+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9702_ROD/PIPE-DEPTH: 3.2 meters
 DL9702
 DL9702  HISTORY     - Date     Condition        Report By
 DL9702  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9702
 DL9702                          STATION DESCRIPTION
 DL9702
 DL9702'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9702'THE MARK IS ABOUT 10.0 MI (16.1 KM) EAST OF FIVAY JUNCTION, 6.9 MI
 DL9702'(11.1 KM) NORTHEAST OF EHREN, 5.0 MI (8.0 KM) WEST OF SAN ANTONIO, IN
 DL9702'SECTION 12, TOWNSHIP 25 SOUTH, RANGE 19 EAST.
 DL9702'
 DL9702'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9702'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 8.95 MI
 DL9702'(14.4 KM) TO THE INTERSECTION OF COUNTY ROAD 581 NORTH (BELLAMY
 DL9702'BROTHERS BOULEVARD).  CONTINUE EAST FOR 0.2 MI (0.3 KM) TO A WELL SITE
 DL9702'ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DL9702'REFUSAL AT A DEPTH OF 10.5 FT (3.2 M) WITH AN ALUMINUM DISK FLUSH WITH
 DL9702'THE GROUND AND ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF STATE ROAD 52.
 DL9702'
 DL9702'LOCATED 76.0 FT (23.2 M) WEST OF A POWER POLE, 44.9 FT (13.7 M) EAST
 DL9702'OF SURVEY MARK 18965 B, 44.7 FT (13.6 M) SOUTH OF THE APPROXIMATE
 DL9702'CENTERLINE OF STATE ROAD 52, 20.1 FT (6.1 M) EAST OF THE EAST WELL
 DL9702'HEAD AND 1.6 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DL9702'
 DL9702'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9702'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9701 ***********************************************************************
 DL9701  DESIGNATION -  18965 B
 DL9701  PID         -  DL9701
 DL9701  STATE/COUNTY-  FL/PASCO
 DL9701  COUNTRY     -  US
 DL9701  USGS QUAD   -  SAN ANTONIO (2018)
 DL9701
 DL9701                         *CURRENT SURVEY CONTROL
 DL9701  ______________________________________________________________________
 DL9701* NAD 83(1986) POSITION- 28 19 27.2    (N) 082 21 18.0    (W)   HD_HELD2
 DL9701* NAVD 88 ORTHO HEIGHT -    27.077 (meters)       88.84  (feet) ADJUSTED
 DL9701  ______________________________________________________________________
 DL9701  GEOID HEIGHT    -        -26.107 (meters)                     GEOID18
 DL9701  DYNAMIC HEIGHT  -         27.038 (meters)       88.71  (feet) COMP
 DL9701  MODELED GRAVITY -    979,191.0   (mgal)                       NAVD 88
 DL9701
 DL9701  VERT ORDER      -  FIRST     CLASS II
 DL9701
 DL9701.The horizontal coordinates were established by autonomous hand held GPS
 DL9701.observations and have an estimated accuracy of +/- 10 meters.
 DL9701
 DL9701.The orthometric height was determined by differential leveling and
 DL9701.adjusted by the NATIONAL GEODETIC SURVEY
 DL9701.in August 2010.
 DL9701
 DL9701.No vertical observational check was made to the station.
 DL9701
 DL9701.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9701.GEOID18 height accuracy estimate available here.
 DL9701
 DL9701.Click photographs - Photos may exist for this station.
 DL9701
 DL9701.The dynamic height is computed by dividing the NAVD 88
 DL9701.geopotential number by the normal gravity value computed on the
 DL9701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9701.degrees latitude (g = 980.6199 gals.).
 DL9701
 DL9701.The modeled gravity was interpolated from observed gravity values.
 DL9701
 DL9701;                    North         East    Units  Estimated Accuracy
 DL9701;SPC FL W     -   442,189.      165,189.      MT  (+/- 10 meters HH2 GPS)
 DL9701
 DL9701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6716733864(NAD 83)
 DL9701
 DL9701                          SUPERSEDED SURVEY CONTROL
 DL9701
 DL9701.No superseded survey control is available for this station.
 DL9701
 DL9701_MARKER: DD = SURVEY DISK
 DL9701_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL9701+WITH SETTING: INFORMATION.
 DL9701_STAMPING: 18965 B 2010
 DL9701_MARK LOGO: SWFWMD
 DL9701_PROJECTION: FLUSH
 DL9701_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9701_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9701+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9701_ROD/PIPE-DEPTH: 2.8 meters
 DL9701
 DL9701  HISTORY     - Date     Condition        Report By
 DL9701  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9701
 DL9701                          STATION DESCRIPTION
 DL9701
 DL9701'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9701'THE MARK IS ABOUT 10.0 MI (16.1 KM) EAST OF FIVAY JUNCTION, 6.9 MI
 DL9701'(11.1 KM) NORTHEAST OF EHREN, 5.0 MI (8.0 KM) WEST OF SAN ANTONIO, IN
 DL9701'SECTION 12, TOWNSHIP 25 SOUTH, RANGE 19 EAST.
 DL9701'
 DL9701'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9701'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 8.95 MI
 DL9701'(14.4 KM) TO THE INTERSECTION OF COUNTY ROAD 581 NORTH (BELLAMY
 DL9701'BROTHERS BOULEVARD).  CONTINUE EAST FOR 0.2 MI (0.3 KM) TO A WELL SITE
 DL9701'ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DL9701'REFUSAL AT A DEPTH OF 9.1 FT (2.8 M) WITH AN ALUMINUM DISK FLUSH WITH
 DL9701'THE GROUND AND ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF STATE ROAD 52.
 DL9701'
 DL9701'LOCATED 49.0 FT (14.9 M) WEST OF A POWER POLE, 44.9 FT (13.7 M) WEST
 DL9701'OF SURVEY MARK 18965 A, 44.8 FT (13.7 M) SOUTH OF THE APPROXIMATE
 DL9701'CENTERLINE OF STATE ROAD 52, 18.3 FT (5.6 M) WEST OF THE WEST WELL
 DL9701'HEAD AND 2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST.
 DL9701'
 DL9701'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9701'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9700 ***********************************************************************
 DL9700  DESIGNATION -  18968 A
 DL9700  PID         -  DL9700
 DL9700  STATE/COUNTY-  FL/PASCO
 DL9700  COUNTRY     -  US
 DL9700  USGS QUAD   -  EHREN (2018)
 DL9700
 DL9700                         *CURRENT SURVEY CONTROL
 DL9700  ______________________________________________________________________
 DL9700* NAD 83(1986) POSITION- 28 19 25.5    (N) 082 23 01.3    (W)   HD_HELD2
 DL9700* NAVD 88 ORTHO HEIGHT -    23.858 (meters)       78.27  (feet) ADJUSTED
 DL9700  ______________________________________________________________________
 DL9700  GEOID HEIGHT    -        -26.060 (meters)                     GEOID18
 DL9700  DYNAMIC HEIGHT  -         23.823 (meters)       78.16  (feet) COMP
 DL9700  MODELED GRAVITY -    979,193.4   (mgal)                       NAVD 88
 DL9700
 DL9700  VERT ORDER      -  FIRST     CLASS II
 DL9700
 DL9700.The horizontal coordinates were established by autonomous hand held GPS
 DL9700.observations and have an estimated accuracy of +/- 10 meters.
 DL9700
 DL9700.The orthometric height was determined by differential leveling and
 DL9700.adjusted by the NATIONAL GEODETIC SURVEY
 DL9700.in August 2010.
 DL9700
 DL9700.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9700.GEOID18 height accuracy estimate available here.
 DL9700
 DL9700.Click photographs - Photos may exist for this station.
 DL9700
 DL9700.The dynamic height is computed by dividing the NAVD 88
 DL9700.geopotential number by the normal gravity value computed on the
 DL9700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9700.degrees latitude (g = 980.6199 gals.).
 DL9700
 DL9700.The modeled gravity was interpolated from observed gravity values.
 DL9700
 DL9700;                    North         East    Units  Estimated Accuracy
 DL9700;SPC FL W     -   442,145.      162,375.      MT  (+/- 10 meters HH2 GPS)
 DL9700
 DL9700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6435333843(NAD 83)
 DL9700
 DL9700                          SUPERSEDED SURVEY CONTROL
 DL9700
 DL9700.No superseded survey control is available for this station.
 DL9700
 DL9700_MARKER: DD = SURVEY DISK
 DL9700_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL9700_SP_SET: CULVERT HEADWALL
 DL9700_STAMPING: 18968 A 2010
 DL9700_MARK LOGO: SWFWMD
 DL9700_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9700+STABILITY: SURFACE MOTION
 DL9700_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9700+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 DL9700
 DL9700  HISTORY     - Date     Condition        Report By
 DL9700  HISTORY     - 20100413 MONUMENTED       FLDEP
 DL9700
 DL9700                          STATION DESCRIPTION
 DL9700
 DL9700'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9700'THE MARK IS ABOUT 8.2 MI (13.2 KM) EAST OF FIVAY JUNCTION, 6.7 MI
 DL9700'(10.8 KM) WEST OF SAN ANTONIO, 5.6 MI (9.0 KM) NORTHEAST OF EHREN, IN
 DL9700'SECTION 11, TOWNSHIP 25 SOUTH, RANGE 19 EAST.
 DL9700'
 DL9700'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9700'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 5.35 MI (8.6
 DL9700'KM) TO THE JUNCTION OF COUNTY ROAD 583 (EHREN CUTOFF ROAD).  CONTINUE
 DL9700'EAST FOR 2.0 MI (3.2 KM) TO A CULVERT CROSSING AND THE MARK ON THE
 DL9700'RIGHT, SET FLUSH IN THE TOP OF THE EAST END OF A CONCRETE CULVERT
 DL9700'HEADWALL AND LEVEL WITH STATE ROAD 52.
 DL9700'
 DL9700'LOCATED 50.2 FT (15.3 M) EAST OF SURVEY MARK 18968 B, 24.0 FT (7.3 M)
 DL9700'EAST OF A STREAM GAUGE, 20.3 FT (6.2 M) SOUTH OF THE APPROXIMATE
 DL9700'CENTERLINE OF STATE ROAD 52, 12.2 FT (3.7 M) WEST OF THE EAST END OF A
 DL9700'CONCRETE GUARDWALL AND 0.6 FT (0.2 M) NORTH OF THE SOUTH EDGE OF A
 DL9700'CONCRETE HEADWALL.
 DL9700'
 DL9700'NOTE A MAGNET IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9699 ***********************************************************************
 DL9699  DESIGNATION -  18968 B
 DL9699  PID         -  DL9699
 DL9699  STATE/COUNTY-  FL/PASCO
 DL9699  COUNTRY     -  US
 DL9699  USGS QUAD   -  EHREN (2018)
 DL9699
 DL9699                         *CURRENT SURVEY CONTROL
 DL9699  ______________________________________________________________________
 DL9699* NAD 83(1986) POSITION- 28 19 25.0    (N) 082 23 01.6    (W)   HD_HELD2
 DL9699* NAVD 88 ORTHO HEIGHT -    23.854 (meters)       78.26  (feet) ADJUSTED
 DL9699  ______________________________________________________________________
 DL9699  GEOID HEIGHT    -        -26.059 (meters)                     GEOID18
 DL9699  DYNAMIC HEIGHT  -         23.819 (meters)       78.15  (feet) COMP
 DL9699  MODELED GRAVITY -    979,193.4   (mgal)                       NAVD 88
 DL9699
 DL9699  VERT ORDER      -  FIRST     CLASS II
 DL9699
 DL9699.The horizontal coordinates were established by autonomous hand held GPS
 DL9699.observations and have an estimated accuracy of +/- 10 meters.
 DL9699
 DL9699.The orthometric height was determined by differential leveling and
 DL9699.adjusted by the NATIONAL GEODETIC SURVEY
 DL9699.in August 2010.
 DL9699
 DL9699.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9699.GEOID18 height accuracy estimate available here.
 DL9699
 DL9699.Click photographs - Photos may exist for this station.
 DL9699
 DL9699.The dynamic height is computed by dividing the NAVD 88
 DL9699.geopotential number by the normal gravity value computed on the
 DL9699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9699.degrees latitude (g = 980.6199 gals.).
 DL9699
 DL9699.The modeled gravity was interpolated from observed gravity values.
 DL9699
 DL9699;                    North         East    Units  Estimated Accuracy
 DL9699;SPC FL W     -   442,130.      162,366.      MT  (+/- 10 meters HH2 GPS)
 DL9699
 DL9699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6434433828(NAD 83)
 DL9699
 DL9699                          SUPERSEDED SURVEY CONTROL
 DL9699
 DL9699.No superseded survey control is available for this station.
 DL9699
 DL9699_MARKER: DD = SURVEY DISK
 DL9699_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL9699_SP_SET: CULVERT HEADWALL
 DL9699_STAMPING: 18968 B
 DL9699_MARK LOGO: FLSRD
 DL9699_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9699+STABILITY: SURFACE MOTION
 DL9699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9699+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 DL9699
 DL9699  HISTORY     - Date     Condition        Report By
 DL9699  HISTORY     - UNK      MONUMENTED       FLSRD
 DL9699  HISTORY     - 20100413 GOOD             FLDEP
 DL9699
 DL9699                          STATION DESCRIPTION
 DL9699
 DL9699'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DL9699'THE MARK IS ABOUT 8.2 MI (13.2 KM) EAST OF FIVAY JUNCTION, 6.7 MI
 DL9699'(10.8 KM) WEST OF SAN ANTONIO, 5.6 MI (9.0 KM) NORTHEAST OF EHREN, IN
 DL9699'SECTION 11, TOWNSHIP 25 SOUTH, RANGE 19 EAST.
 DL9699'
 DL9699'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9699'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 5.35 MI (8.6
 DL9699'KM) TO THE JUNCTION OF COUNTY ROAD 583 (EHREN CUTOFF ROAD), CONTINUE
 DL9699'EAST FOR 2.0 MI (3.2 KM) TO A CULVERT CROSSING AND THE MARK ON THE
 DL9699'RIGHT, SET FLUSH IN THE TOP OF THE WEST END OF A CONCRETE CULVERT
 DL9699'HEADWALL AND LEVEL WITH STATE ROAD 52.
 DL9699'
 DL9699'LOCATED 50.2 FT (15.3 M) WEST OF SURVEY MARK 18968 A, 25.7 FT (7.8 M)
 DL9699'WEST OF A STREAM GAUGE, 20.2 FT (6.2 M) SOUTH OF THE APPROXIMATE
 DL9699'CENTERLINE OF STATE ROAD 52, 10.9 FT (3.3 M) EAST OF THE WEST END OF A
 DL9699'CONCRETE GUARDWALL AND 0.6 FT (0.2 M) NORTH OF THE SOUTH EDGE OF A
 DL9699'CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9697 ***********************************************************************
 DL9697  DESIGNATION -  18970 A
 DL9697  PID         -  DL9697
 DL9697  STATE/COUNTY-  FL/PASCO
 DL9697  COUNTRY     -  US
 DL9697  USGS QUAD   -  EHREN (2018)
 DL9697
 DL9697                         *CURRENT SURVEY CONTROL
 DL9697  ______________________________________________________________________
 DL9697* NAD 83(1986) POSITION- 28 19 23.8    (N) 082 25 21.1    (W)   HD_HELD2
 DL9697* NAVD 88 ORTHO HEIGHT -    23.078 (meters)       75.72  (feet) ADJUSTED
 DL9697  ______________________________________________________________________
 DL9697  GEOID HEIGHT    -        -26.000 (meters)                     GEOID18
 DL9697  DYNAMIC HEIGHT  -         23.045 (meters)       75.61  (feet) COMP
 DL9697  MODELED GRAVITY -    979,195.9   (mgal)                       NAVD 88
 DL9697
 DL9697  VERT ORDER      -  FIRST     CLASS II
 DL9697
 DL9697.The horizontal coordinates were established by autonomous hand held GPS
 DL9697.observations and have an estimated accuracy of +/- 10 meters.
 DL9697
 DL9697.The orthometric height was determined by differential leveling and
 DL9697.adjusted by the NATIONAL GEODETIC SURVEY
 DL9697.in August 2010.
 DL9697
 DL9697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9697.GEOID18 height accuracy estimate available here.
 DL9697
 DL9697.Click photographs - Photos may exist for this station.
 DL9697
 DL9697.The dynamic height is computed by dividing the NAVD 88
 DL9697.geopotential number by the normal gravity value computed on the
 DL9697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9697.degrees latitude (g = 980.6199 gals.).
 DL9697
 DL9697.The modeled gravity was interpolated from observed gravity values.
 DL9697
 DL9697;                    North         East    Units  Estimated Accuracy
 DL9697;SPC FL W     -   442,106.      158,566.      MT  (+/- 10 meters HH2 GPS)
 DL9697
 DL9697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6054533835(NAD 83)
 DL9697
 DL9697                          SUPERSEDED SURVEY CONTROL
 DL9697
 DL9697.No superseded survey control is available for this station.
 DL9697
 DL9697_MARKER: DD = SURVEY DISK
 DL9697_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9697_STAMPING: 18970 A 2010
 DL9697_MARK LOGO: SWFWMD
 DL9697_PROJECTION: FLUSH
 DL9697_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9697+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9697_ROD/PIPE-DEPTH: 4.2 meters
 DL9697
 DL9697  HISTORY     - Date     Condition        Report By
 DL9697  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9697
 DL9697                          STATION DESCRIPTION
 DL9697
 DL9697'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9697'THE MARK IS ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF MASARYKTOWN, 5.9
 DL9697'MI (9.5 KM) EAST OF FIVAY JUNCTION, 4.2 MI (6.8 KM) NORTH-NORTHEAST OF
 DL9697'EHREN, IN SECTION 8, TOWNSHIP 25 SOUTH, RANGE 19 EAST.
 DL9697'
 DL9697'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9697'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 5.0 MI (8.0
 DL9697'KM) TO A FENCED-IN WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN
 DL9697'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 13.9 FT (4.2 M) WITH AN
 DL9697'ALUMINUM DISK FLUSH WITH THE GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE
 DL9697'LEVEL OF STATE ROAD 52.
 DL9697'
 DL9697'LOCATED 70.4 FT (21.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DL9697'ROAD 52, 17.4 FT (5.3 M) EAST OF SURVEY MARK 18970 B, 16.5 FT (5.0 M)
 DL9697'NORTH OF A SMALL WOODEN UTILITY POLE, 2.0 FT (0.6 M) SOUTHWEST OF A
 DL9697'WOODEN FENCE CORNER POST, 1.4 FT (0.4 M) WEST OF A BARB WIRE FENCE AND
 DL9697'1.2 FT (0.4 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 DL9697'
 DL9697'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9697'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9698 ***********************************************************************
 DL9698  DESIGNATION -  18970 B
 DL9698  PID         -  DL9698
 DL9698  STATE/COUNTY-  FL/PASCO
 DL9698  COUNTRY     -  US
 DL9698  USGS QUAD   -  EHREN (2018)
 DL9698
 DL9698                         *CURRENT SURVEY CONTROL
 DL9698  ______________________________________________________________________
 DL9698* NAD 83(1986) POSITION- 28 19 23.6    (N) 082 25 21.4    (W)   HD_HELD2
 DL9698* NAVD 88 ORTHO HEIGHT -    23.113 (meters)       75.83  (feet) ADJUSTED
 DL9698  ______________________________________________________________________
 DL9698  GEOID HEIGHT    -        -26.000 (meters)                     GEOID18
 DL9698  DYNAMIC HEIGHT  -         23.080 (meters)       75.72  (feet) COMP
 DL9698  MODELED GRAVITY -    979,195.9   (mgal)                       NAVD 88
 DL9698
 DL9698  VERT ORDER      -  FIRST     CLASS II
 DL9698
 DL9698.The horizontal coordinates were established by autonomous hand held GPS
 DL9698.observations and have an estimated accuracy of +/- 10 meters.
 DL9698
 DL9698.The orthometric height was determined by differential leveling and
 DL9698.adjusted by the NATIONAL GEODETIC SURVEY
 DL9698.in August 2010.
 DL9698
 DL9698.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9698.GEOID18 height accuracy estimate available here.
 DL9698
 DL9698.Click photographs - Photos may exist for this station.
 DL9698
 DL9698.The dynamic height is computed by dividing the NAVD 88
 DL9698.geopotential number by the normal gravity value computed on the
 DL9698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9698.degrees latitude (g = 980.6199 gals.).
 DL9698
 DL9698.The modeled gravity was interpolated from observed gravity values.
 DL9698
 DL9698;                    North         East    Units  Estimated Accuracy
 DL9698;SPC FL W     -   442,100.      158,558.      MT  (+/- 10 meters HH2 GPS)
 DL9698
 DL9698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6053633829(NAD 83)
 DL9698
 DL9698                          SUPERSEDED SURVEY CONTROL
 DL9698
 DL9698.No superseded survey control is available for this station.
 DL9698
 DL9698_MARKER: DD = SURVEY DISK
 DL9698_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9698_STAMPING: 18970 B 2010
 DL9698_MARK LOGO: SWFWMD
 DL9698_PROJECTION: FLUSH
 DL9698_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9698+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9698_ROD/PIPE-DEPTH: 4.2 meters
 DL9698
 DL9698  HISTORY     - Date     Condition        Report By
 DL9698  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9698
 DL9698                          STATION DESCRIPTION
 DL9698
 DL9698'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9698'THE MARK IS ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHEAST OF MASARYKTOWN, 5.9
 DL9698'MI (9.5 KM) EAST OF FIVAY JUNCTION, 4.2 MI (6.8 KM) NORTH-NORTHEAST OF
 DL9698'EHREN, IN SECTION 8, TOWNSHIP 25 SOUTH, RANGE 19 EAST.
 DL9698'
 DL9698'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9698'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 5.0 MI (8.0
 DL9698'KM) TO A FENCED-IN WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN
 DL9698'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 13.7 FT (4.2 M) WITH AN
 DL9698'ALUMINUM DISK FLUSH WITH THE GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE
 DL9698'LEVEL OF STATE ROAD 52.
 DL9698'
 DL9698'LOCATED 70.6 FT (21.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DL9698'ROAD 52, 17.4 FT (5.3 M) WEST OF SURVEY MARK 18970 A, 22.7 FT (6.9 M)
 DL9698'NORTHWEST OF A SMALL WOODEN UTILITY POLE, 4.5 FT (1.4 M) WEST OF THE
 DL9698'NORTHWEST WELL HEAD, 1.7 FT (0.5 M) SOUTHEAST OF A WOODEN FENCE CORNER
 DL9698'POST AND 1.1 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 DL9698'
 DL9698'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9698'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9696 ***********************************************************************
 DL9696  DESIGNATION -  18972 A
 DL9696  PID         -  DL9696
 DL9696  STATE/COUNTY-  FL/PASCO
 DL9696  COUNTRY     -  US
 DL9696  USGS QUAD   -  EHREN (2018)
 DL9696
 DL9696                         *CURRENT SURVEY CONTROL
 DL9696  ______________________________________________________________________
 DL9696* NAD 83(1986) POSITION- 28 19 17.5    (N) 082 26 27.1    (W)   HD_HELD2
 DL9696* NAVD 88 ORTHO HEIGHT -    23.427 (meters)       76.86  (feet) ADJUSTED
 DL9696  ______________________________________________________________________
 DL9696  GEOID HEIGHT    -        -25.968 (meters)                     GEOID18
 DL9696  DYNAMIC HEIGHT  -         23.393 (meters)       76.75  (feet) COMP
 DL9696  MODELED GRAVITY -    979,196.6   (mgal)                       NAVD 88
 DL9696
 DL9696  VERT ORDER      -  FIRST     CLASS II
 DL9696
 DL9696.The horizontal coordinates were established by autonomous hand held GPS
 DL9696.observations and have an estimated accuracy of +/- 10 meters.
 DL9696
 DL9696.The orthometric height was determined by differential leveling and
 DL9696.adjusted by the NATIONAL GEODETIC SURVEY
 DL9696.in August 2010.
 DL9696
 DL9696.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9696.GEOID18 height accuracy estimate available here.
 DL9696
 DL9696.Click photographs - Photos may exist for this station.
 DL9696
 DL9696.The dynamic height is computed by dividing the NAVD 88
 DL9696.geopotential number by the normal gravity value computed on the
 DL9696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9696.degrees latitude (g = 980.6199 gals.).
 DL9696
 DL9696.The modeled gravity was interpolated from observed gravity values.
 DL9696
 DL9696;                    North         East    Units  Estimated Accuracy
 DL9696;SPC FL W     -   441,918.      156,768.      MT  (+/- 10 meters HH2 GPS)
 DL9696
 DL9696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5874533663(NAD 83)
 DL9696
 DL9696                          SUPERSEDED SURVEY CONTROL
 DL9696
 DL9696.No superseded survey control is available for this station.
 DL9696
 DL9696_MARKER: DD = SURVEY DISK
 DL9696_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL9696_SP_SET: CULVERT HEADWALL
 DL9696_STAMPING: 18972 A 2010
 DL9696_MARK LOGO: SWFWMD
 DL9696_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9696+STABILITY: SURFACE MOTION
 DL9696_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9696+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9696
 DL9696  HISTORY     - Date     Condition        Report By
 DL9696  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9696
 DL9696                          STATION DESCRIPTION
 DL9696
 DL9696'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9696'THE MARK IS ABOUT 8.3 MI (13.4 KM) SOUTH OF MASARYKTOWN, 4.7 MI (7.6
 DL9696'KM) EAST OF FIVAY JUNCTION, 3.8 MI (6.2 KM) NORTH OF EHREN, IN SECTION
 DL9696'7, TOWNSHIP 25 SOUTH, RANGE 19 EAST.
 DL9696'
 DL9696'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9696'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 3.85 MI (6.2
 DL9696'KM) TO A CULVERT CROSSING AND THE MARK ON THE RIGHT, SET FLUSH IN THE
 DL9696'TOP OF A CONCRETE CULVERT HEADWALL AND ABOUT 1.5 FT (0.5 M) BELOW THE
 DL9696'LEVEL OF STATE ROAD 52.
 DL9696'
 DL9696'LOCATED 86.5 FT (26.4 M) EAST-NORTHEAST OF SURVEY MARK 18972 B, 32.2
 DL9696'FT (9.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 52, 18.7
 DL9696'FT (5.7 M) NORTH OF HIGH VOLTAGE CONCRETE POWER POLE NUMBER 32, 3.6 FT
 DL9696'(1.1 M) WEST OF THE EAST END OF A CONCRETE HEADWALL AND 0.4 FT (0.1 M)
 DL9696'SOUTH OF A CARSONITE WITNESS POST.
 DL9696'
 DL9696'NOTE A MAGNET IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9695 ***********************************************************************
 DL9695  DESIGNATION -  18972 B
 DL9695  PID         -  DL9695
 DL9695  STATE/COUNTY-  FL/PASCO
 DL9695  COUNTRY     -  US
 DL9695  USGS QUAD   -  EHREN (2018)
 DL9695
 DL9695                         *CURRENT SURVEY CONTROL
 DL9695  ______________________________________________________________________
 DL9695* NAD 83(1986) POSITION- 28 19 17.5    (N) 082 26 28.0    (W)   HD_HELD2
 DL9695* NAVD 88 ORTHO HEIGHT -    22.580 (meters)       74.08  (feet) ADJUSTED
 DL9695  ______________________________________________________________________
 DL9695  GEOID HEIGHT    -        -25.968 (meters)                     GEOID18
 DL9695  DYNAMIC HEIGHT  -         22.547 (meters)       73.97  (feet) COMP
 DL9695  MODELED GRAVITY -    979,196.6   (mgal)                       NAVD 88
 DL9695
 DL9695  VERT ORDER      -  FIRST     CLASS II
 DL9695
 DL9695.The horizontal coordinates were established by autonomous hand held GPS
 DL9695.observations and have an estimated accuracy of +/- 10 meters.
 DL9695
 DL9695.The orthometric height was determined by differential leveling and
 DL9695.adjusted by the NATIONAL GEODETIC SURVEY
 DL9695.in August 2010.
 DL9695
 DL9695.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9695.GEOID18 height accuracy estimate available here.
 DL9695
 DL9695.Click photographs - Photos may exist for this station.
 DL9695
 DL9695.The dynamic height is computed by dividing the NAVD 88
 DL9695.geopotential number by the normal gravity value computed on the
 DL9695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9695.degrees latitude (g = 980.6199 gals.).
 DL9695
 DL9695.The modeled gravity was interpolated from observed gravity values.
 DL9695
 DL9695;                    North         East    Units  Estimated Accuracy
 DL9695;SPC FL W     -   441,918.      156,743.      MT  (+/- 10 meters HH2 GPS)
 DL9695
 DL9695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5872033663(NAD 83)
 DL9695
 DL9695                          SUPERSEDED SURVEY CONTROL
 DL9695
 DL9695.No superseded survey control is available for this station.
 DL9695
 DL9695_MARKER: DD = SURVEY DISK
 DL9695_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9695_STAMPING: 18972 B 2010
 DL9695_MARK LOGO: SWFWMD
 DL9695_PROJECTION: FLUSH
 DL9695_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9695+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9695_ROD/PIPE-DEPTH: 7.4 meters
 DL9695
 DL9695  HISTORY     - Date     Condition        Report By
 DL9695  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9695
 DL9695                          STATION DESCRIPTION
 DL9695
 DL9695'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9695'THE MARK IS ABOUT 8.3 MI (13.4 KM) SOUTH OF MASARYKTOWN, 4.7 MI (7.6
 DL9695'KM) EAST OF FIVAY JUNCTION, 3.8 MI (6.2 KM) NORTH OF EHREN, IN SECTION
 DL9695'7, TOWNSHIP 25 SOUTH, RANGE 19 EAST.
 DL9695'
 DL9695'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9695'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 3.85 MI (6.2
 DL9695'KM) TO A CULVERT CROSSING AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DL9695'DRIVEN TO REFUSAL AT A DEPTH OF 24.3 FT (7.4 M) WITH AN ALUMINUM DISK
 DL9695'FLUSH WITH THE GROUND AND ABOUT 5.0 FT (1.5 M) BELOW THE LEVEL OF
 DL9695'STATE ROAD 52.
 DL9695'
 DL9695'LOCATED 88.9 FT (27.1 M) WEST OF HIGH VOLTAGE CONCRETE POWER POLE
 DL9695'NUMBER 32, 86.5 FT (26.4 M) WEST-SOUTHWEST OF SURVEY MARK 18972 A,
 DL9695'41.8 FT (12.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 52,
 DL9695'5.4 FT (1.6 M) NORTH OF A BARB WIRE FENCE AND 5.0 FT (1.5 M) NORTH OF
 DL9695'A CARSONITE WITNESS POST.
 DL9695'
 DL9695'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9695'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9686 ***********************************************************************
 DL9686  DESIGNATION -  18973 A
 DL9686  PID         -  DL9686
 DL9686  STATE/COUNTY-  FL/PASCO
 DL9686  COUNTRY     -  US
 DL9686  USGS QUAD   -  EHREN (2018)
 DL9686
 DL9686                         *CURRENT SURVEY CONTROL
 DL9686  ______________________________________________________________________
 DL9686* NAD 83(1986) POSITION- 28 19 18.9    (N) 082 26 45.5    (W)   HD_HELD2
 DL9686* NAVD 88 ORTHO HEIGHT -    23.978 (meters)       78.67  (feet) ADJUSTED
 DL9686  ______________________________________________________________________
 DL9686  GEOID HEIGHT    -        -25.963 (meters)                     GEOID18
 DL9686  DYNAMIC HEIGHT  -         23.943 (meters)       78.55  (feet) COMP
 DL9686  MODELED GRAVITY -    979,196.8   (mgal)                       NAVD 88
 DL9686
 DL9686  VERT ORDER      -  FIRST     CLASS II
 DL9686
 DL9686.The horizontal coordinates were established by autonomous hand held GPS
 DL9686.observations and have an estimated accuracy of +/- 10 meters.
 DL9686
 DL9686.The orthometric height was determined by differential leveling and
 DL9686.adjusted by the NATIONAL GEODETIC SURVEY
 DL9686.in August 2010.
 DL9686
 DL9686.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9686.GEOID18 height accuracy estimate available here.
 DL9686
 DL9686.Click photographs - Photos may exist for this station.
 DL9686
 DL9686.The dynamic height is computed by dividing the NAVD 88
 DL9686.geopotential number by the normal gravity value computed on the
 DL9686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9686.degrees latitude (g = 980.6199 gals.).
 DL9686
 DL9686.The modeled gravity was interpolated from observed gravity values.
 DL9686
 DL9686;                    North         East    Units  Estimated Accuracy
 DL9686;SPC FL W     -   441,963.      156,267.      MT  (+/- 10 meters HH2 GPS)
 DL9686
 DL9686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5824433712(NAD 83)
 DL9686
 DL9686                          SUPERSEDED SURVEY CONTROL
 DL9686
 DL9686.No superseded survey control is available for this station.
 DL9686
 DL9686_MARKER: DD = SURVEY DISK
 DL9686_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9686_STAMPING: 18973 A 2010
 DL9686_MARK LOGO: SWFWMD
 DL9686_PROJECTION: FLUSH
 DL9686_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9686_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9686+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9686_ROD/PIPE-DEPTH: 5.6 meters
 DL9686
 DL9686  HISTORY     - Date     Condition        Report By
 DL9686  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9686
 DL9686                          STATION DESCRIPTION
 DL9686
 DL9686'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9686'THE MARK IS ABOUT 8.3 MI (13.3 KM) SOUTH OF MASARYKTOWN, 4.4 MI (7.1
 DL9686'KM) EAST OF FIVAY JUNCTION, 3.8 MI (6.2 KM) NORTH OF EHREN, IN SECTION
 DL9686'7, TOWNSHIP 25 SOUTH, RANGE 19 EAST.
 DL9686'
 DL9686'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9686'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 3.55 MI (5.7
 DL9686'KM) TO A WELL SITE ON THE LEFT THE MARK ON THE LEFT, AN ALUMINUM ROD
 DL9686'DRIVEN TO REFUSAL AT A DEPTH OF 18.3 FT (5.6 M) WITH AN ALUMINUM DISK
 DL9686'FLUSH WITH THE GROUND AND ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF
 DL9686'STATE ROAD 52.
 DL9686'
 DL9686'LOCATED 63.0 FT (19.2 M) WEST OF THE APPROXIMATE CENTERLINE OF A
 DL9686'DRIVEWAY AT 22301 STATE ROAD 52, 53.4 FT (16.3 M) EAST OF SURVEY MARK
 DL9686'18973 B, 46.8 FT (14.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DL9686'ROAD 52, 17.2 FT (5.2 M) EAST OF A POWER POLE NUMBER 4500-3560, 2.7 FT
 DL9686'(0.8 M) SOUTH OF A BARB WIRE FENCE AND 2.1 FT (0.6 M) SOUTH OF A
 DL9686'CARSONITE WITNESS POST.
 DL9686'
 DL9686'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9686'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9685 ***********************************************************************
 DL9685  DESIGNATION -  18973 B
 DL9685  PID         -  DL9685
 DL9685  STATE/COUNTY-  FL/PASCO
 DL9685  COUNTRY     -  US
 DL9685  USGS QUAD   -  EHREN (2018)
 DL9685
 DL9685                         *CURRENT SURVEY CONTROL
 DL9685  ______________________________________________________________________
 DL9685* NAD 83(1986) POSITION- 28 19 18.8    (N) 082 26 46.0    (W)   HD_HELD2
 DL9685* NAVD 88 ORTHO HEIGHT -    24.021 (meters)       78.81  (feet) ADJUSTED
 DL9685  ______________________________________________________________________
 DL9685  GEOID HEIGHT    -        -25.962 (meters)                     GEOID18
 DL9685  DYNAMIC HEIGHT  -         23.986 (meters)       78.69  (feet) COMP
 DL9685  MODELED GRAVITY -    979,196.8   (mgal)                       NAVD 88
 DL9685
 DL9685  VERT ORDER      -  FIRST     CLASS II
 DL9685
 DL9685.The horizontal coordinates were established by autonomous hand held GPS
 DL9685.observations and have an estimated accuracy of +/- 10 meters.
 DL9685
 DL9685.The orthometric height was determined by differential leveling and
 DL9685.adjusted by the NATIONAL GEODETIC SURVEY
 DL9685.in August 2010.
 DL9685
 DL9685.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9685.GEOID18 height accuracy estimate available here.
 DL9685
 DL9685.Click photographs - Photos may exist for this station.
 DL9685
 DL9685.The dynamic height is computed by dividing the NAVD 88
 DL9685.geopotential number by the normal gravity value computed on the
 DL9685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9685.degrees latitude (g = 980.6199 gals.).
 DL9685
 DL9685.The modeled gravity was interpolated from observed gravity values.
 DL9685
 DL9685;                    North         East    Units  Estimated Accuracy
 DL9685;SPC FL W     -   441,960.      156,253.      MT  (+/- 10 meters HH2 GPS)
 DL9685
 DL9685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5823133709(NAD 83)
 DL9685
 DL9685                          SUPERSEDED SURVEY CONTROL
 DL9685
 DL9685.No superseded survey control is available for this station.
 DL9685
 DL9685_MARKER: DD = SURVEY DISK
 DL9685_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9685_STAMPING: 18973 B 2010
 DL9685_MARK LOGO: SWFWMD
 DL9685_PROJECTION: FLUSH
 DL9685_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9685+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9685_ROD/PIPE-DEPTH: 6.0 meters
 DL9685
 DL9685  HISTORY     - Date     Condition        Report By
 DL9685  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9685
 DL9685                          STATION DESCRIPTION
 DL9685
 DL9685'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9685'THE MARK IS ABOUT 8.3 MI (13.3 KM) SOUTH OF MASARYKTOWN, 4.4 MI (7.1
 DL9685'KM) EAST OF FIVAY JUNCTION, 3.8 MI (6.2 KM) NORTH OF EHREN, IN SECTION
 DL9685'7, TOWNSHIP 25 SOUTH, RANGE 19 EAST.
 DL9685'
 DL9685'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9685'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 3.55 MI (5.7
 DL9685'KM) TO A WELL SITE ON THE LEFT THE MARK ON THE LEFT, AN ALUMINUM ROD
 DL9685'DRIVEN TO REFUSAL AT A DEPTH OF 19.7 FT (6.0 M) WITH AN ALUMINUM DISK
 DL9685'FLUSH WITH THE GROUND AND ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF
 DL9685'STATE ROAD 52.
 DL9685'
 DL9685'LOCATED 53.4 FT (16.3 M) WEST OF SURVEY MARK 18973 A, 47.4 FT (14.4 M)
 DL9685'NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 52, 20.2 FT (6.2 M)
 DL9685'WEST OF A FLDT BENCH MARK, 1.9 FT (0.6 M) SOUTH OF A BARB WIRE FENCE
 DL9685'AND 1.2 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DL9685'
 DL9685'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9685'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3550 ***********************************************************************
 BE3550  DESIGNATION -  19
 BE3550  PID         -  BE3550
 BE3550  STATE/COUNTY-  FL/BAY
 BE3550  COUNTRY     -  US
 BE3550  USGS QUAD   -  ALLANTON (2018)
 BE3550
 BE3550                         *CURRENT SURVEY CONTROL
 BE3550  ______________________________________________________________________
 BE3550* NAD 83(1990) POSITION- 30 01 40.98526(N) 085 29 18.63146(W)   ADJUSTED
 BE3550* NAVD 88 ORTHO HEIGHT -    -0.    (meters)       -0.    (feet) SCALED
 BE3550  ______________________________________________________________________
 BE3550  GEOID HEIGHT    -        -27.600 (meters)                     GEOID18
 BE3550  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 BE3550  HORZ ORDER      -  SECOND
 BE3550
 BE3550.The horizontal coordinates were established by classical geodetic methods
 BE3550.and adjusted by the National Geodetic Survey in May 1991.
 BE3550
 BE3550.The orthometric height was scaled from a topographic map.
 BE3550
 BE3550.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3550.GEOID18 height accuracy estimate available here.
 BE3550
 BE3550.Click photographs - Photos may exist for this station.
 BE3550
 BE3550.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE3550
 BE3550. The following values were computed from the NAD 83(1990) position.
 BE3550
 BE3550;                    North         East     Units Scale Factor Converg.
 BE3550;SPC FL N     -   114,369.961   504,655.136   MT  0.99995137   -0 29 48.3
 BE3550;SPC FL N     -   375,228.78  1,655,689.39   sFT  0.99995137   -0 29 48.3
 BE3550;UTM  16      - 3,322,855.866   645,747.318   MT  0.99986208   +0 45 23.5
 BE3550
 BE3550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3550!SPC FL N     -   1.00000436  x   0.99995137  =   0.99995573
 BE3550!UTM  16      -   1.00000436  x   0.99986208  =   0.99986644
 BE3550
 BE3550:                Primary Azimuth Mark                     Grid Az
 BE3550:SPC FL N     -  23                                       320 28 12.7
 BE3550:UTM  16      -  23                                       319 13 00.9
 BE3550
 BE3550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU4574722855(NAD 83)
 BE3550
 BE3550|---------------------------------------------------------------------|
 BE3550| PID    Reference Object                     Distance      Geod. Az  |
 BE3550|                                                           dddmmss.s |
 BE3550| CW2616 19 RM 2                              50.031 METERS 16318     |
 BE3550| CW2615 19 RM 1                              18.380 METERS 16318     |
 BE3550| BE3585 23                                  APPROX. 3.4 KM 3195824.4 |
 BE3550|---------------------------------------------------------------------|
 BE3550
 BE3550                          SUPERSEDED SURVEY CONTROL
 BE3550
 BE3550  NAD 83(1986)-  30 01 40.99618(N)    085 29 18.64522(W) AD(       ) 2
 BE3550  NAD 27      -  30 01 40.26300(N)    085 29 18.92400(W) AD(       ) 2
 BE3550
 BE3550.Superseded values are not recommended for survey control.
 BE3550
 BE3550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3550.See file dsdata.pdf to determine how the superseded data were derived.
 BE3550
 BE3550_MARKER: Z = SEE DESCRIPTION
 BE3550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3550
 BE3550  HISTORY     - Date     Condition        Report By
 BE3550  HISTORY     - 1934     MONUMENTED       USACE
 BE3550  HISTORY     - 1946     GOOD             CGS
 BE3550  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 BE3550
 BE3550                          STATION DESCRIPTION
 BE3550
 BE3550'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1934 (WDP)
 BE3550'STATION IS LOCATED ON A POINT OF LAND ON THE S SHORE OF EAST BAY
 BE3550'IN THE VICINITY OF BELLISLE.  ON THE N SIDE OF A SMALL HOUSE,
 BE3550'BETWEEN THE HOUSE AND HIGH-WATER MARK.  THIS PROPERTY IS OWNED
 BE3550'BY THE AVONDALE MILLS AND IS KNOWN AS THE AVONDALE MILLS FISH
 BE3550'CAMP.  STATION IS MARKED BY A 4-INCH SQUARE CONCRETE POST WITH
 BE3550'A BRASS PIN IN THE CENTER OF THE TOP, WHICH IS FLUSH WITH THE
 BE3550'GROUND.
 BE3550'
 BE3550'REFERENCE MARKS NOS.1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 BE3550'CONCRETE, IN THE TOP OF A TILE.  THE
 BE3550'STATION HAS TWO REFERENCE MARKS SET IN LINE, STAMPED
 BE3550'U.S.E.D. 19, 1934 NO.1 AND U.S.E.D. 19, 1934 NO.2.
 BE3550'
 BE3550'HEIGHT OF LIGHT ABOVE STATION MARK 19.5 METERS.
 BE3550
 BE3550                          STATION RECOVERY (1946)
 BE3550
 BE3550'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BE3550'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE,
 BE3550'EXCEPT THAT REFERENCE MARKS COULD NOT BE FOUND.  THE VICINITY
 BE3550'HAS BEEN USED FOR A PARKING AREA AND IT IS BELIEVED THAT THE
 BE3550'REFERENCE MARKS WERE DESTROYED.
 BE3550
 BE3550                          STATION RECOVERY (1995)
 BE3550
 BE3550'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE3550'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5533 ***********************************************************************
 DL5533  DESIGNATION -  19
 DL5533  PID         -  DL5533
 DL5533  STATE/COUNTY-  FL/POLK
 DL5533  COUNTRY     -  US
 DL5533  USGS QUAD   -  GUM LAKE (2018)
 DL5533
 DL5533                         *CURRENT SURVEY CONTROL
 DL5533  ______________________________________________________________________
 DL5533* NAD 83(1986) POSITION- 28 10 22.4    (N) 081 38 24.6    (W)   HD_HELD2
 DL5533* NAVD 88 ORTHO HEIGHT -    44.538 (meters)      146.12  (feet) ADJUSTED
 DL5533  ______________________________________________________________________
 DL5533  GEOID HEIGHT    -        -27.268 (meters)                     GEOID18
 DL5533  DYNAMIC HEIGHT  -         44.471 (meters)      145.90  (feet) COMP
 DL5533  MODELED GRAVITY -    979,149.1   (mgal)                       NAVD 88
 DL5533
 DL5533  VERT ORDER      -  FIRST     CLASS II
 DL5533
 DL5533.The horizontal coordinates were established by autonomous hand held GPS
 DL5533.observations and have an estimated accuracy of +/- 10 meters.
 DL5533
 DL5533.The orthometric height was determined by differential leveling and
 DL5533.adjusted by the NATIONAL GEODETIC SURVEY
 DL5533.in December 2009.
 DL5533
 DL5533.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5533.GEOID18 height accuracy estimate available here.
 DL5533
 DL5533.Click photographs - Photos may exist for this station.
 DL5533
 DL5533.The dynamic height is computed by dividing the NAVD 88
 DL5533.geopotential number by the normal gravity value computed on the
 DL5533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5533.degrees latitude (g = 980.6199 gals.).
 DL5533
 DL5533.The modeled gravity was interpolated from observed gravity values.
 DL5533
 DL5533;                    North         East    Units  Estimated Accuracy
 DL5533;SPC FL W     -   425,420.      235,335.      MT  (+/- 10 meters HH2 GPS)
 DL5533
 DL5533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3715716520(NAD 83)
 DL5533
 DL5533                          SUPERSEDED SURVEY CONTROL
 DL5533
 DL5533.No superseded survey control is available for this station.
 DL5533
 DL5533_MARKER: DD = SURVEY DISK
 DL5533_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL5533_STAMPING: BM 19
 DL5533_MARK LOGO: FLDT
 DL5533_PROJECTION: RECESSED 5 CENTIMETERS
 DL5533_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5533_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5533+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2010
 DL5533
 DL5533  HISTORY     - Date     Condition        Report By
 DL5533  HISTORY     - UNK      MONUMENTED       FLDT
 DL5533  HISTORY     - 20080125 GOOD             FLDEP
 DL5533  HISTORY     - 20100803 GOOD             FLDEP
 DL5533
 DL5533                          STATION DESCRIPTION
 DL5533
 DL5533'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL5533'THE MARK IS ABOUT 28.2 MI (45.4 KM) SOUTH OF CLERMONT, 4.2 MI (6.8 KM)
 DL5533'SOUTH OF DAVENPORT, 3.4 MI (5.5 KM) NORTH OF HAINES CITY, IN SECTION
 DL5533'31, TOWNSHIP 26 SOUTH, RANGE 27 EAST.
 DL5533'
 DL5533'TO REACH THE MARK FROM THE OVERPASS OF U.S. HIGHWAY 27 AND INTERSTATE
 DL5533'4 IN DAVENPORT, GO SOUTH ON U.S. HIGHWAY 27 FOR 4.2 MI (6.8 KM) TO THE
 DL5533'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 DL5533'WITH THE GROUND AND ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF U.S.
 DL5533'HIGHWAY 27 SOUTHBOUND LANES.
 DL5533'
 DL5533'LOCATED ABOUT 415.0 FT (126.5 M) SOUTH OF THE ENTRANCE TO LA CASA DEL
 DL5533'SOL VILLAGE AT 39610 HIGHWAY 27, 287.0 FT (87.5 M) NORTH OF THE
 DL5533'APPROXIMATE CENTERLINE OF A DRIVEWAY LEADING WEST, 45.7 FT (13.9 M)
 DL5533'WEST OF THE WEST EDGE OF THE PAVEMENT OF U.S. HIGHWAY 27 SOUTHBOUND
 DL5533'LANES, 42.5 FT (13.0 M) NORTH-NORTHWEST OF A WOODEN POWER POLE NUMBER
 DL5533'6-64203 AND 2.5 FT (0.8 M) EAST OF A FLDT METAL WITNESS POST.
 DL5533'
 DL5533'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL5533'MONUMENT.
 DL5533
 DL5533                          STATION RECOVERY (2010)
 DL5533
 DL5533'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (BPJ)
 DL5533'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7487 ***********************************************************************
 AK7487  DESIGNATION -  19 18 AZIMUTH NO 2
 AK7487  PID         -  AK7487
 AK7487  STATE/COUNTY-  FL/BREVARD
 AK7487  COUNTRY     -  US
 AK7487  USGS QUAD   -  COURTENAY (2018)
 AK7487
 AK7487                         *CURRENT SURVEY CONTROL
 AK7487  ______________________________________________________________________
 AK7487* NAD 83(2011) POSITION- 28 25 29.89324(N) 080 39 41.01135(W)   ADJUSTED
 AK7487* NAD 83(2011) ELLIP HT-   -27.496 (meters)        (06/27/12)   ADJUSTED
 AK7487* NAD 83(2011) EPOCH   -  2010.00
 AK7487* NAVD 88 ORTHO HEIGHT -     0.7   (meters)        2.    (feet) GPS OBS
 AK7487  ______________________________________________________________________
 AK7487  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AK7487  GEOID HEIGHT    -        -28.189 (meters)                     GEOID03
 AK7487  GEOID HEIGHT    -        -28.196 (meters)                     GEOID18
 AK7487  NAD 83(2011) X  -    910,884.549 (meters)                     COMP
 AK7487  NAD 83(2011) Y  - -5,539,034.203 (meters)                     COMP
 AK7487  NAD 83(2011) Z  -  3,017,993.498 (meters)                     COMP
 AK7487  LAPLACE CORR    -         -0.85  (seconds)                    DEFLEC18
 AK7487
 AK7487  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7487  Standards:
 AK7487         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7487            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7487  -------------------------------------------------------------------
 AK7487  NETWORK    1.24   2.31           0.52   0.49   1.18     -0.04051704
 AK7487  -------------------------------------------------------------------
 AK7487  Click here for local accuracies and other accuracy information.
 AK7487
 AK7487.The horizontal coordinates were established by GPS observations
 AK7487.and adjusted by the National Geodetic Survey in June 2012.
 AK7487
 AK7487.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7487.been affixed to the stable North American tectonic plate. See 
 AK7487.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7487
 AK7487.The horizontal coordinates are valid at the epoch date displayed above
 AK7487.which is a decimal equivalence of Year/Month/Day.
 AK7487
 AK7487.The orthometric height was determined by GPS observations and a
 AK7487.high-resolution geoid model.
 AK7487
 AK7487.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7487.GEOID18 height accuracy estimate available here.
 AK7487
 AK7487.Click photographs - Photos may exist for this station.
 AK7487
 AK7487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7487
 AK7487.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7487
 AK7487.The ellipsoidal height was determined by GPS observations
 AK7487.and is referenced to NAD 83.
 AK7487
 AK7487. The following values were computed from the NAD 83(2011) position.
 AK7487
 AK7487;                    North         East     Units Scale Factor Converg.
 AK7487;SPC FL E     -   453,349.316   233,172.687   MT  0.99995475   +0 09 40.3
 AK7487;SPC FL E     - 1,487,363.55    765,000.72   sFT  0.99995475   +0 09 40.3
 AK7487;UTM  17      - 3,144,326.617   533,161.369   MT  0.99961357   +0 09 40.3
 AK7487
 AK7487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7487!SPC FL E     -   1.00000432  x   0.99995475  =   0.99995907
 AK7487!UTM  17      -   1.00000432  x   0.99961357  =   0.99961789
 AK7487
 AK7487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3316144326(NAD 83)
 AK7487
 AK7487                          SUPERSEDED SURVEY CONTROL
 AK7487
 AK7487  NAD 83(2007)-  28 25 29.89338(N)    080 39 41.01207(W) AD(2002.00) 0
 AK7487  ELLIP H (02/10/07)  -27.484  (m)                       GP(2002.00)    
 AK7487  NAD 83(1999)-  28 25 29.89421(N)    080 39 41.01260(W) AD(       ) 1
 AK7487  ELLIP H (06/11/02)  -27.462  (m)                       GP(       ) 4 1
 AK7487  NAD 83(1990)-  28 25 29.89348(N)    080 39 41.01244(W) AD(       ) 1
 AK7487  NAD 83(1990)-  28 25 29.89348(N)    080 39 41.01244(W) AD(       ) 1
 AK7487  ELLIP H (09/12/94)  -27.453  (m)                       GP(       ) 4 1
 AK7487  NAVD 88 (09/12/94)    0.7    (m)  GEOID93  model used  GPS OBS        
 AK7487  NAVD 88 (09/12/94)    0.7    (m)  GEOID93  model used  GPS OBS        
 AK7487
 AK7487.Superseded values are not recommended for survey control.
 AK7487
 AK7487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7487.See file dsdata.pdf to determine how the superseded data were derived.
 AK7487
 AK7487_MARKER: DD = SURVEY DISK
 AK7487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7487_STAMPING: 19.18 AZIMUTH NO 2 1968
 AK7487_MARK LOGO: USAF
 AK7487_PROJECTION: PROJECTING 3 CENTIMETERS
 AK7487_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7487+STABILITY: SURFACE MOTION
 AK7487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7487+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2020
 AK7487
 AK7487  HISTORY     - Date     Condition        Report By
 AK7487  HISTORY     - 1968     MONUMENTED       USAF
 AK7487  HISTORY     - 19930812 GOOD             GEOBAS
 AK7487  HISTORY     - 20030806 GOOD             USPSQD
 AK7487  HISTORY     - 20040325 GOOD             FL-009
 AK7487  HISTORY     - 20051102 GOOD             USPSQD
 AK7487  HISTORY     - 20100617 GOOD             FL-009
 AK7487  HISTORY     - 20201006 GOOD             GEOCAC
 AK7487
 AK7487                          STATION DESCRIPTION
 AK7487
 AK7487'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AK7487'THE STATION IS LOCATED 6 MI (9.66 KM) NORTHEAST OF COCOA AND 15 MI
 AK7487'(24.14 KM) SOUTHEAST OF TITUSVILLE, EAST OF A NASA TRACKING STATION.
 AK7487'TO REACH THE STATION FROM THE INTERSECTION STATE ROAD 528 AND
 AK7487'INTERSTATE 95 GO EAST ON STATE ROAD 528, 7.0 MI (11.27 KM) TO COUNTY
 AK7487'ROAD 3, TURN LEFT AND GO NORTH ON COUNTY ROAD 3, 2.0 MI (3.22 KM) TO
 AK7487'HALL ROAD, TURN RIGHT AND GO EAST ON HALL ROAD, 3.0 MI (4.83 KM) TO A
 AK7487'T-INTERSECTION WITH AUDUBON ROAD, TURN RIGHT AND GO SOUTH ON AUDUBON
 AK7487'ROAD, 0.6 MI (0.97 KM) TO A GATE AND THE STATION ON THE LEFT.
 AK7487'THE STATION IS A 1381ST GEODETIC SURVEY SQUADRON DISK STAMPED ---19.18
 AK7487'AZIMUTH NO 2 1968--- SET IN A 10 INCH SQUARE CONCRETE MONUMENT THAT
 AK7487'IS 1 INCH ABOVE THE GROUND. IT IS 3.0 FT (0.91 M) NORTH OF METAL
 AK7487'WITNESS POST, 7.7 FT (2.35 M) NORTHEAST OF A METAL ELECTRIC COMPANY
 AK7487'MANHOLE COVER (NO. 232), 14.5 FT (4.42 M) EAST OF THE CENTER OF
 AK7487'AUDUBON ROAD, 26.0 FT (7.92 M) NORTH OF THE PROJECTED CENTER OF THE
 AK7487'PAVED ROAD TO THE TRACKING STATION.
 AK7487'REFERENCES--
 AK7487'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF
 AK7487'PAVEMENT OF AUDUBON ROAD ON A MAGNETIC AZIMUTH OF 210 DEGREES AT
 AK7487'43.99 FT (13.41 M).
 AK7487'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF
 AK7487'PAVEMENT OF AUDUBON ROAD ON A MAGNETIC AZIMUTH OF 300 DEGREES AT 9.80
 AK7487'FT (2.99 M) .
 AK7487
 AK7487                          STATION RECOVERY (2003)
 AK7487
 AK7487'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA)
 AK7487'RECOVERED IN GOOD CONDITION.
 AK7487
 AK7487                          STATION RECOVERY (2004)
 AK7487
 AK7487'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK7487'RECOVERY NOTE BY BREVARD COUNTY SURVEYING AND MAPPING, GPS DEPT. 2004
 AK7487'(SRV)
 AK7487'
 AK7487'RECOVERED IN GOOD CONDITION.
 AK7487
 AK7487                          STATION RECOVERY (2005)
 AK7487
 AK7487'RECOVERY NOTE BY US POWER SQUADRON 2005 (RMP)
 AK7487'RECOVERED IN GOOD CONDITION.
 AK7487
 AK7487                          STATION RECOVERY (2010)
 AK7487
 AK7487'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2010 (SRV)
 AK7487'RECOVERED IN GOOD CONDITION.
 AK7487
 AK7487                          STATION RECOVERY (2020)
 AK7487
 AK7487'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK7487'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5097 ***********************************************************************
 DM5097  DESIGNATION -  19 A
 DM5097  PID         -  DM5097
 DM5097  STATE/COUNTY-  FL/SARASOTA
 DM5097  COUNTRY     -  US
 DM5097  USGS QUAD   -  BEE RIDGE (2018)
 DM5097
 DM5097                         *CURRENT SURVEY CONTROL
 DM5097  ______________________________________________________________________
 DM5097* NAD 83(1986) POSITION- 27 22 27.3    (N) 082 29 34.9    (W)   HD_HELD2
 DM5097* NAVD 88 ORTHO HEIGHT -     9.785 (meters)       32.10  (feet) ADJUSTED
 DM5097  ______________________________________________________________________
 DM5097  GEOID HEIGHT    -        -24.447 (meters)                     GEOID18
 DM5097  DYNAMIC HEIGHT  -          9.770 (meters)       32.05  (feet) COMP
 DM5097  MODELED GRAVITY -    979,130.4   (mgal)                       NAVD 88
 DM5097
 DM5097  VERT ORDER      -  FIRST     CLASS II
 DM5097
 DM5097.The horizontal coordinates were established by autonomous hand held GPS
 DM5097.observations and have an estimated accuracy of +/- 10 meters.
 DM5097
 DM5097.The orthometric height was determined by differential leveling and
 DM5097.adjusted by the NATIONAL GEODETIC SURVEY
 DM5097.in March 2011.
 DM5097
 DM5097.No vertical observational check was made to the station.
 DM5097
 DM5097.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5097.GEOID18 height accuracy estimate available here.
 DM5097
 DM5097.Click photographs - Photos may exist for this station.
 DM5097
 DM5097.The dynamic height is computed by dividing the NAVD 88
 DM5097.geopotential number by the normal gravity value computed on the
 DM5097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5097.degrees latitude (g = 980.6199 gals.).
 DM5097
 DM5097.The modeled gravity was interpolated from observed gravity values.
 DM5097
 DM5097;                    North         East    Units  Estimated Accuracy
 DM5097;SPC FL W     -   336,967.      151,230.      MT  (+/- 10 meters HH2 GPS)
 DM5097
 DM5097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5235228772(NAD 83)
 DM5097
 DM5097                          SUPERSEDED SURVEY CONTROL
 DM5097
 DM5097.No superseded survey control is available for this station.
 DM5097
 DM5097_MARKER: DB = BENCH MARK DISK
 DM5097_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM5097_STAMPING: 19 A
 DM5097_MARK LOGO: FL-115
 DM5097_PROJECTION: PROJECTING 36 CENTIMETERS
 DM5097_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5097+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM5097
 DM5097  HISTORY     - Date     Condition        Report By
 DM5097  HISTORY     - UNK      MONUMENTED       FL-115
 DM5097  HISTORY     - 20090401 GOOD             FLDEP
 DM5097
 DM5097                          STATION DESCRIPTION
 DM5097
 DM5097'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM5097'THE MARK IS ABOUT 6.3 MI (10.1 KM) NORTH OF BEE RIDGE, 3.5 MI (5.6 KM)
 DM5097'NORTHEAST OF SARASOTA, IN SECTION 3, TOWNSHIP 36 SOUTH, RANGE 18 EAST.
 DM5097'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DM5097'AND UNIVERSITY PARKWAY (COUNTY ROAD 750) ABOUT 6.2 MI (10.0 KM)
 DM5097'NORTHEAST OF SARASOTA, GO EAST ON UNIVERSITY PARKWAY (COUNTY ROAD 750)
 DM5097'FOR 0.9 MI (1.4 KM) TO THE INTERSECTION OF HONORE AVENUE, TURN LEFT ON
 DM5097'HONORE AVENUE AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DM5097'DESOTO ROAD, TURN RIGHT ON DESOTO ROAD AND GO WEST FOR 0.5 MI (0.8 KM)
 DM5097'TO THE JUNCTION OF HAROLD AVENUE ON THE LEFT, TURN LEFT ON HAROLD
 DM5097'AVENUE AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF 47TH
 DM5097'STREET, TURN RIGHT ON 47TH STREET AND GO WEST FOR 1.35 MI (2.2 KM) TO
 DM5097'THE JUNCTION OF MINK ROAD AND THE MARK ON THE RIGHT, SET IN THE TOP OF
 DM5097'A 6-INCH (15 CM) SQUARE CONCRETE POST PROJECTING 14 INCHES (36 CM)
 DM5097'ABOVE THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL
 DM5097'OF 47TH STREET.
 DM5097'
 DM5097'LOCATED 29.5 FT (9.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF 47TH
 DM5097'STREET, 28.0 FT (8.5 M) EAST OF THE APPROXIMATE CENTERLINE OF MINK
 DM5097'ROAD, 8.6 FT (2.6 M) SOUTH OF A FIRE HYDRANT, 1.0 FT (0.3 M) NORTHWEST
 DM5097'OF A POWER POLE NUMBER 5-1771-9808 AND 1.0 FT (0.3 M) NORTHWEST OF A
 DM5097'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0395 ***********************************************************************
 BE0395  DESIGNATION -  19 B USE
 BE0395  PID         -  BE0395
 BE0395  STATE/COUNTY-  FL/JACKSON
 BE0395  COUNTRY     -  US
 BE0395  USGS QUAD   -  STEAM MILL (2017)
 BE0395
 BE0395                         *CURRENT SURVEY CONTROL
 BE0395  ______________________________________________________________________
 BE0395* NAD 83(1986) POSITION- 30 54 03.     (N) 084 58 20.     (W)   SCALED
 BE0395* NAVD 88 ORTHO HEIGHT -    29.439 (meters)       96.58  (feet) ADJUSTED
 BE0395  ______________________________________________________________________
 BE0395  GEOID HEIGHT    -        -28.142 (meters)                     GEOID18
 BE0395  DYNAMIC HEIGHT  -         29.401 (meters)       96.46  (feet) COMP
 BE0395  MODELED GRAVITY -    979,356.6   (mgal)                       NAVD 88
 BE0395
 BE0395  VERT ORDER      -  SECOND    CLASS 0
 BE0395
 BE0395.The horizontal coordinates were scaled from a map and have
 BE0395.an estimated accuracy of +/- 6 seconds.
 BE0395
 BE0395.The orthometric height was determined by differential leveling and
 BE0395.adjusted by the NATIONAL GEODETIC SURVEY
 BE0395.in June 1991.
 BE0395
 BE0395.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0395.GEOID18 height accuracy estimate available here.
 BE0395
 BE0395.Click photographs - Photos may exist for this station.
 BE0395
 BE0395.The dynamic height is computed by dividing the NAVD 88
 BE0395.geopotential number by the normal gravity value computed on the
 BE0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0395.degrees latitude (g = 980.6199 gals.).
 BE0395
 BE0395.The modeled gravity was interpolated from observed gravity values.
 BE0395
 BE0395;                    North         East    Units  Estimated Accuracy
 BE0395;SPC FL N     -   210,800.      554,850.      MT  (+/- 180 meters Scaled)
 BE0395
 BE0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV938203(NAD 83)
 BE0395
 BE0395                          SUPERSEDED SURVEY CONTROL
 BE0395
 BE0395  NGVD 29 (??/??/92)   29.570  (m)           97.01   (f) ADJ UNCH    2 0
 BE0395
 BE0395.Superseded values are not recommended for survey control.
 BE0395
 BE0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0395.See file dsdata.pdf to determine how the superseded data were derived.
 BE0395
 BE0395_MARKER: DD = SURVEY DISK
 BE0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0395_STAMPING: 19 B 1952
 BE0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0395+STABILITY: SURFACE MOTION
 BE0395
 BE0395  HISTORY     - Date     Condition        Report By
 BE0395  HISTORY     - 1952     MONUMENTED       DOD
 BE0395  HISTORY     - 1953     GOOD             CGS
 BE0395  HISTORY     - 1963     GOOD             CGS
 BE0395  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0395
 BE0395                          STATION DESCRIPTION
 BE0395
 BE0395'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BE0395'14.6 MI SE FROM MALONE.
 BE0395'ABOUT 8.45 MILES EAST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 BE0395'OF STATE HIGHWAY 71 AT MALONE, THENCE ABOUT 6.15 MILES SOUTHEAST
 BE0395'ALONG A GRADED ROAD LEADING TO SNEADS, 20 FEET NORTHEAST OF
 BE0395'CENTER LINE OF ROAD, 164 FEET NORTHWEST OF POWER POLE NO. 33,
 BE0395'52 FEET EAST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 8-INCH
 BE0395'GUM TREE, ABOUT 0.15 MILE SOUTHEAST OF A SMALL GROCERY STORE,
 BE0395'2 1/2 FEET NORTHEAST OF A FENCE LINE, 3 1/2 FEET EAST OF A
 BE0395'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN
 BE0395'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- THE WITNESS
 BE0395'POST WAS REPLACED WITH A WITNESS POST
 BE0395
 BE0395                          STATION RECOVERY (1963)
 BE0395
 BE0395'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 BE0395'RECOVERED IN GOOD CONDITION.
 BE0395
 BE0395                          STATION RECOVERY (2001)
 BE0395
 BE0395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0395'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2572 ***********************************************************************
 AQ2572  DESIGNATION -  19 CMP
 AQ2572  PID         -  AQ2572
 AQ2572  STATE/COUNTY-  FL/PUTNAM
 AQ2572  COUNTRY     -  US
 AQ2572  USGS QUAD   -  WELAKA (2018)
 AQ2572
 AQ2572                         *CURRENT SURVEY CONTROL
 AQ2572  ______________________________________________________________________
 AQ2572* NAD 83(1986) POSITION- 29 28 06.     (N) 081 39 28.     (W)   SCALED
 AQ2572* NAVD 88 ORTHO HEIGHT -     8.892 (meters)       29.17  (feet) ADJUSTED
 AQ2572  ______________________________________________________________________
 AQ2572  GEOID HEIGHT    -        -28.417 (meters)                     GEOID18
 AQ2572  DYNAMIC HEIGHT  -          8.879 (meters)       29.13  (feet) COMP
 AQ2572  MODELED GRAVITY -    979,269.6   (mgal)                       NAVD 88
 AQ2572
 AQ2572  VERT ORDER      -  SECOND    CLASS I
 AQ2572
 AQ2572.The horizontal coordinates were scaled from a map and have
 AQ2572.an estimated accuracy of +/- 6 seconds.
 AQ2572
 AQ2572.The orthometric height was determined by differential leveling and
 AQ2572.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2572.in June 1991.
 AQ2572
 AQ2572.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2572.GEOID18 height accuracy estimate available here.
 AQ2572
 AQ2572.Click photographs - Photos may exist for this station.
 AQ2572
 AQ2572.The dynamic height is computed by dividing the NAVD 88
 AQ2572.geopotential number by the normal gravity value computed on the
 AQ2572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2572.degrees latitude (g = 980.6199 gals.).
 AQ2572
 AQ2572.The modeled gravity was interpolated from observed gravity values.
 AQ2572
 AQ2572;                    North         East    Units  Estimated Accuracy
 AQ2572;SPC FL E     -   569,120.      136,200.      MT  (+/- 180 meters Scaled)
 AQ2572
 AQ2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN362600(NAD 83)
 AQ2572
 AQ2572                          SUPERSEDED SURVEY CONTROL
 AQ2572
 AQ2572  NGVD 29 (09/01/92)    9.175  (m)           30.10   (f) ADJUSTED    2 1
 AQ2572
 AQ2572.Superseded values are not recommended for survey control.
 AQ2572
 AQ2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2572.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2572
 AQ2572_MARKER: DB = BENCH MARK DISK
 AQ2572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2572_STAMPING: 19 CMP 1969
 AQ2572_MARK LOGO: USGS
 AQ2572_PROJECTION: PROJECTING 5 CENTIMETERS
 AQ2572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2572+STABILITY: SURFACE MOTION
 AQ2572
 AQ2572  HISTORY     - Date     Condition        Report By
 AQ2572  HISTORY     - 1969     MONUMENTED       USGS
 AQ2572  HISTORY     - 1985     GOOD             FLDNR
 AQ2572
 AQ2572                          STATION DESCRIPTION
 AQ2572
 AQ2572'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2572'1.1 MI SE FROM WELAKA.
 AQ2572'BEGIN AT THE JUNCTION OF COUNTY ROAD C-308B WITH COUNTY ROAD C-309 IN
 AQ2572'WELAKA, GO 1.1 MILES SOUTH ON C-309 TO THE MARK.  THE MARK BEARS 89
 AQ2572'FEET NORTHEAST OF THE CENTERLINE OF C-309, 37.6 FEET NORTHEAST OF A
 AQ2572'FENCE CORNER, 1.2 FEET SOUTHEAST OF A FENCE LINE, 1.2 FEET SOUTHWEST
 AQ2572'OF A POWER POLE, AND 0.8 FOOT NORTHEAST OF A WITNESS POST.
 AQ2572'THE MARK IS 2 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1136 ***********************************************************************
 AR1136  DESIGNATION -  19 CMP 69
 AR1136  PID         -  AR1136
 AR1136  STATE/COUNTY-  FL/MARION
 AR1136  COUNTRY     -  US
 AR1136  USGS QUAD   -  SHADY (2018)
 AR1136
 AR1136                         *CURRENT SURVEY CONTROL
 AR1136  ______________________________________________________________________
 AR1136* NAD 83(1986) POSITION- 29 01 32.     (N) 082 08 26.     (W)   SCALED
 AR1136* NAVD 88 ORTHO HEIGHT -    20.710 (meters)       67.95  (feet) POSTED
 AR1136  ______________________________________________________________________
 AR1136  GEOID HEIGHT    -        -27.693 (meters)                     GEOID18
 AR1136  DYNAMIC HEIGHT  -         20.68  (meters)       67.8   (feet) COMP
 AR1136  MODELED GRAVITY -    979,233.4   (mgal)                       NAVD 88
 AR1136
 AR1136  VERT ORDER      -  * POSTED, SEE BELOW
 AR1136
 AR1136.The horizontal coordinates were scaled from a map and have
 AR1136.an estimated accuracy of +/- 6 seconds.
 AR1136
 AR1136.The orthometric height was determined by differential leveling
 AR1136.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AR1136
 AR1136.* This is a POSTED BENCH MARK height.
 AR1136
 AR1136.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1136.GEOID18 height accuracy estimate available here.
 AR1136
 AR1136.Click photographs - Photos may exist for this station.
 AR1136
 AR1136.The dynamic height is computed by dividing the NAVD 88
 AR1136.geopotential number by the normal gravity value computed on the
 AR1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1136.degrees latitude (g = 980.6199 gals.).
 AR1136
 AR1136.The modeled gravity was interpolated from observed gravity values.
 AR1136
 AR1136;                    North         East    Units  Estimated Accuracy
 AR1136;SPC FL W     -   519,870.      186,310.      MT  (+/- 180 meters Scaled)
 AR1136
 AR1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN889113(NAD 83)
 AR1136
 AR1136                          SUPERSEDED SURVEY CONTROL
 AR1136
 AR1136  NGVD 29 (??/??/92)   21.003  (m)           68.91   (f) ADJ UNCH    2 1
 AR1136
 AR1136.Superseded values are not recommended for survey control.
 AR1136
 AR1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1136.See file dsdata.pdf to determine how the superseded data were derived.
 AR1136
 AR1136_MARKER: DD = SURVEY DISK
 AR1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1136_STAMPING: 19 CMP 69 1965
 AR1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1136+STABILITY: SURFACE MOTION
 AR1136
 AR1136  HISTORY     - Date     Condition        Report By
 AR1136  HISTORY     - 1965     MONUMENTED       USGS
 AR1136  HISTORY     - 1973     GOOD             FLDT
 AR1136  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AR1136  HISTORY     - 20031102 MARK NOT FOUND   FLDEP
 AR1136
 AR1136                          STATION DESCRIPTION
 AR1136
 AR1136'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973
 AR1136'7 MI SW FROM BELLEVIEW.
 AR1136'FROM THE INTERSECTION OF STATE ROAD 484 AND U.S. 301 IN BELLEVIEW,
 AR1136'PROCEED WEST ON STATE ROAD 484 FOR ABOUT 7.0 MILES AND BENCH
 AR1136'MARK, WHICH IS SET IN THE TOP OF A SQUARE CONCRETE MONUMENT
 AR1136'2 INCHES ABOVE GROUND.  IT IS 1.5 FEET SOUTH OF A FENCELINE, 1.5
 AR1136'FEET NORTH OF A METAL WITNESS POST, 48.8 FEET NORTH OF THE CENTERLINE
 AR1136'OF STATE ROAD 484 AND 30.5 FEET WEST OF A FENCE CORNER.  SECTION
 AR1136'7, T 17 S, R 22 E.
 AR1136
 AR1136                          STATION RECOVERY (1988)
 AR1136
 AR1136'RECOVERY NOTE BY US POWER SQUADRON 1988 (HD)
 AR1136'MARK NOT FOUND.
 AR1136
 AR1136                          STATION RECOVERY (2003)
 AR1136
 AR1136'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR1136'THE MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0327 ***********************************************************************
 BE0327  DESIGNATION -  19 JWM USGS
 BE0327  PID         -  BE0327
 BE0327  STATE/COUNTY-  FL/JACKSON
 BE0327  COUNTRY     -  US
 BE0327  USGS QUAD   -  DELLWOOD (2018)
 BE0327
 BE0327                         *CURRENT SURVEY CONTROL
 BE0327  ______________________________________________________________________
 BE0327* NAD 83(1986) POSITION- 30 51 06.     (N) 085 02 07.     (W)   SCALED
 BE0327* NAVD 88 ORTHO HEIGHT -    32.549 (meters)      106.79  (feet) ADJUSTED
 BE0327  ______________________________________________________________________
 BE0327  GEOID HEIGHT    -        -28.249 (meters)                     GEOID18
 BE0327  DYNAMIC HEIGHT  -         32.507 (meters)      106.65  (feet) COMP
 BE0327  MODELED GRAVITY -    979,347.8   (mgal)                       NAVD 88
 BE0327
 BE0327  VERT ORDER      -  SECOND    CLASS 0
 BE0327
 BE0327.The horizontal coordinates were scaled from a map and have
 BE0327.an estimated accuracy of +/- 6 seconds.
 BE0327
 BE0327.The orthometric height was determined by differential leveling and
 BE0327.adjusted by the NATIONAL GEODETIC SURVEY
 BE0327.in June 1991.
 BE0327
 BE0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0327.GEOID18 height accuracy estimate available here.
 BE0327
 BE0327.Click photographs - Photos may exist for this station.
 BE0327
 BE0327.The dynamic height is computed by dividing the NAVD 88
 BE0327.geopotential number by the normal gravity value computed on the
 BE0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0327.degrees latitude (g = 980.6199 gals.).
 BE0327
 BE0327.The modeled gravity was interpolated from observed gravity values.
 BE0327
 BE0327;                    North         East    Units  Estimated Accuracy
 BE0327;SPC FL N     -   205,380.      548,800.      MT  (+/- 180 meters Scaled)
 BE0327
 BE0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV878148(NAD 83)
 BE0327
 BE0327                          SUPERSEDED SURVEY CONTROL
 BE0327
 BE0327  NGVD 29 (??/??/92)   32.679  (m)          107.21   (f) ADJ UNCH    2 0
 BE0327
 BE0327.Superseded values are not recommended for survey control.
 BE0327
 BE0327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0327.See file dsdata.pdf to determine how the superseded data were derived.
 BE0327
 BE0327_MARKER: DD = SURVEY DISK
 BE0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0327_STAMPING: 19 JWM 1951 107
 BE0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0327+STABILITY: SURFACE MOTION
 BE0327
 BE0327  HISTORY     - Date     Condition        Report By
 BE0327  HISTORY     - 1951     MONUMENTED       USGS
 BE0327  HISTORY     - 1952     GOOD             CGS
 BE0327  HISTORY     - 19910423 MARK NOT FOUND   USPSQD
 BE0327
 BE0327                          STATION DESCRIPTION
 BE0327
 BE0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0327'2.2 MI N FROM DELLWOOD.
 BE0327'ABOUT 2.25 MILES NORTH ALONG A GRADED ROAD FROM THE SCHOOL AT
 BE0327'DELLWOOD, ABOUT 0.1 MILE NORTH OF A CHURCH, AT A CROSSROAD, 26
 BE0327'FEET WEST OF CENTER LINE OF ROAD, 53 FEET SOUTHWEST OF CENTER OF
 BE0327'INTERSECTION, 51 FEET SOUTH OF CENTER LINE OF ROAD WEST, 1 FOOT
 BE0327'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF
 BE0327'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BE0327'NOTE-- MARK MAY BE REACHED FROM THE CHURCH AND CEMETERY AT LOVEDALE
 BE0327'BY GOING ABOUT 0.5 MILE EAST ALONG A GRADED ROAD, THENCE ABOUT
 BE0327'1.95 MILE SOUTH ALONG GRADED ROAD.
 BE0327
 BE0327                          STATION RECOVERY (1991)
 BE0327
 BE0327'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR)
 BE0327'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1336 ***********************************************************************
 AK1336  DESIGNATION -  19 NORTH CENTERLINE 2
 AK1336  PID         -  AK1336
 AK1336  STATE/COUNTY-  FL/BREVARD
 AK1336  COUNTRY     -  US
 AK1336  USGS QUAD   -  FALSE CAPE (2018)
 AK1336
 AK1336                         *CURRENT SURVEY CONTROL
 AK1336  ______________________________________________________________________
 AK1336* NAD 83(1986) POSITION- 28 30 20.     (N) 080 33 16.     (W)   SCALED
 AK1336* NAVD 88 ORTHO HEIGHT -     2.411 (meters)        7.91  (feet) ADJUSTED
 AK1336  ______________________________________________________________________
 AK1336  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 AK1336  DYNAMIC HEIGHT  -          2.407 (meters)        7.90  (feet) COMP
 AK1336  MODELED GRAVITY -    979,233.6   (mgal)                       NAVD 88
 AK1336
 AK1336  VERT ORDER      -  FIRST     CLASS II
 AK1336
 AK1336.The horizontal coordinates were scaled from a map and have
 AK1336.an estimated accuracy of +/- 6 seconds.
 AK1336
 AK1336.The orthometric height was determined by differential leveling and
 AK1336.adjusted by the NATIONAL GEODETIC SURVEY
 AK1336.in June 1991.
 AK1336
 AK1336.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1336.GEOID18 height accuracy estimate available here.
 AK1336
 AK1336.Click photographs - Photos may exist for this station.
 AK1336
 AK1336.The dynamic height is computed by dividing the NAVD 88
 AK1336.geopotential number by the normal gravity value computed on the
 AK1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1336.degrees latitude (g = 980.6199 gals.).
 AK1336
 AK1336.The modeled gravity was interpolated from observed gravity values.
 AK1336
 AK1336;                    North         East    Units  Estimated Accuracy
 AK1336;SPC FL E     -   462,310.      243,620.      MT  (+/- 180 meters Scaled)
 AK1336
 AK1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM436532(NAD 83)
 AK1336
 AK1336                          SUPERSEDED SURVEY CONTROL
 AK1336
 AK1336  NGVD 29 (??/??/92)    2.767  (m)            9.08   (f) ADJ UNCH    1 2
 AK1336
 AK1336.Superseded values are not recommended for survey control.
 AK1336
 AK1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1336.See file dsdata.pdf to determine how the superseded data were derived.
 AK1336
 AK1336_MARKER: DD = SURVEY DISK
 AK1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1336_STAMPING: 19 NORTH CENTERLINE 2
 AK1336_MARK LOGO: CGS
 AK1336_PROJECTION: PROJECTING 10 CENTIMETERS
 AK1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1336+STABILITY: SURFACE MOTION
 AK1336
 AK1336  HISTORY     - Date     Condition        Report By
 AK1336  HISTORY     - 1964     MONUMENTED       CGS
 AK1336
 AK1336                          STATION DESCRIPTION
 AK1336
 AK1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1336'AT CAPE KENNEDY.
 AK1336'15 FEET SOUTH OF THE APPROXIMATE CENTER OF A DRIVE THAT LEADS
 AK1336'AROUND THE PAD, 8 FEET SOUTH OF THE SOUTH EDGE OF THE DRIVE
 AK1336'AND 6 FEET WEST OF A CONCRETE WALL.  THE MARK IS A ROUND CONCRETE
 AK1336'POST THAT PROJECTS ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1338 ***********************************************************************
 AK1338  DESIGNATION -  19 NORTH CENTERLINE 1
 AK1338  PID         -  AK1338
 AK1338  STATE/COUNTY-  FL/BREVARD
 AK1338  COUNTRY     -  US
 AK1338  USGS QUAD   -  FALSE CAPE (2018)
 AK1338
 AK1338                         *CURRENT SURVEY CONTROL
 AK1338  ______________________________________________________________________
 AK1338* NAD 83(1986) POSITION- 28 30 23.     (N) 080 33 14.     (W)   SCALED
 AK1338* NAVD 88 ORTHO HEIGHT -     1.597 (meters)        5.24  (feet) ADJUSTED
 AK1338  ______________________________________________________________________
 AK1338  GEOID HEIGHT    -        -28.265 (meters)                     GEOID18
 AK1338  DYNAMIC HEIGHT  -          1.594 (meters)        5.23  (feet) COMP
 AK1338  MODELED GRAVITY -    979,233.7   (mgal)                       NAVD 88
 AK1338
 AK1338  VERT ORDER      -  FIRST     CLASS II
 AK1338
 AK1338.The horizontal coordinates were scaled from a map and have
 AK1338.an estimated accuracy of +/- 6 seconds.
 AK1338
 AK1338.The orthometric height was determined by differential leveling and
 AK1338.adjusted by the NATIONAL GEODETIC SURVEY
 AK1338.in June 1991.
 AK1338
 AK1338.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1338.GEOID18 height accuracy estimate available here.
 AK1338
 AK1338.Click photographs - Photos may exist for this station.
 AK1338
 AK1338.The dynamic height is computed by dividing the NAVD 88
 AK1338.geopotential number by the normal gravity value computed on the
 AK1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1338.degrees latitude (g = 980.6199 gals.).
 AK1338
 AK1338.The modeled gravity was interpolated from observed gravity values.
 AK1338
 AK1338;                    North         East    Units  Estimated Accuracy
 AK1338;SPC FL E     -   462,410.      243,670.      MT  (+/- 180 meters Scaled)
 AK1338
 AK1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM436533(NAD 83)
 AK1338
 AK1338                          SUPERSEDED SURVEY CONTROL
 AK1338
 AK1338  NGVD 29 (??/??/92)    1.953  (m)            6.41   (f) ADJ UNCH    1 2
 AK1338
 AK1338.Superseded values are not recommended for survey control.
 AK1338
 AK1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1338.See file dsdata.pdf to determine how the superseded data were derived.
 AK1338
 AK1338_MARKER: DD = SURVEY DISK
 AK1338_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK1338_SP_SET: FLUME
 AK1338_STAMPING: 19 NORTH CENTERLINE
 AK1338_MARK LOGO: CGS
 AK1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1338
 AK1338  HISTORY     - Date     Condition        Report By
 AK1338  HISTORY     - 1964     MONUMENTED       CGS
 AK1338
 AK1338                          STATION DESCRIPTION
 AK1338
 AK1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1338'AT CAPE KENNEDY.
 AK1338'98 FEET NORTH OF THE BOTTOM EDGE OF LAUNCH STAND 19 FLAME BUCKET,
 AK1338'58 FEET WEST OF A CONCRETE WALL AND 33 FEET EAST OF A CONCRETE
 AK1338'WALL.  THE DISK IS CEMENTED IN A DRILL HOLE IN A CONCRETE FLUME.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1377 ***********************************************************************
 AK1377  DESIGNATION -  19 NORTHEAST LAUNCH HEAD
 AK1377  PID         -  AK1377
 AK1377  STATE/COUNTY-  FL/BREVARD
 AK1377  COUNTRY     -  US
 AK1377  USGS QUAD   -  FALSE CAPE (2018)
 AK1377
 AK1377                         *CURRENT SURVEY CONTROL
 AK1377  ______________________________________________________________________
 AK1377* NAD 83(1986) POSITION- 28 30 26.     (N) 080 33 16.     (W)   SCALED
 AK1377* NAVD 88 ORTHO HEIGHT -    12.43  (+/-2cm)       40.8   (feet) VERTCON3
 AK1377  ______________________________________________________________________
 AK1377  GEOID HEIGHT    -        -28.265 (meters)                     GEOID18
 AK1377  VERT ORDER      -  ? (See Below)
 AK1377
 AK1377.The horizontal coordinates were scaled from a map and have
 AK1377.an estimated accuracy of +/- 6 seconds.
 AK1377
 AK1377.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK1377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK1377
 AK1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1377.GEOID18 height accuracy estimate available here.
 AK1377
 AK1377.The vertical order pertains to the NGVD 29 superseded value.
 AK1377
 AK1377.Click photographs - Photos may exist for this station.
 AK1377
 AK1377;                    North         East    Units  Estimated Accuracy
 AK1377;SPC FL E     -   462,500.      243,620.      MT  (+/- 180 meters Scaled)
 AK1377
 AK1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM436534(NAD 83)
 AK1377
 AK1377                          SUPERSEDED SURVEY CONTROL
 AK1377
 AK1377  NGVD 29 (??/??/92)   12.796  (m)           41.98   (f) ADJ UNCH       
 AK1377
 AK1377.Superseded values are not recommended for survey control.
 AK1377
 AK1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1377.See file dsdata.pdf to determine how the superseded data were derived.
 AK1377
 AK1377_MARKER: Z = SEE DESCRIPTION
 AK1377_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1377_SP_SET: LAUNCH ARMS
 AK1377_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1377
 AK1377  HISTORY     - Date     Condition        Report By
 AK1377  HISTORY     - 1964     MONUMENTED       CGS
 AK1377
 AK1377                          STATION DESCRIPTION
 AK1377
 AK1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1377'AT CAPE KENNEDY.
 AK1377'THE POINTS LEVELED TO WERE THE TOP FLAT SURFACE OF THE LAUNCH
 AK1377'ARMS WHERE THE LAUNCH PINS ENTER THE ARMS.  AT COMPLEX 19.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1376 ***********************************************************************
 AK1376  DESIGNATION -  19 NORTHWEST LAUNCH HEAD
 AK1376  PID         -  AK1376
 AK1376  STATE/COUNTY-  FL/BREVARD
 AK1376  COUNTRY     -  US
 AK1376  USGS QUAD   -  FALSE CAPE (2018)
 AK1376
 AK1376                         *CURRENT SURVEY CONTROL
 AK1376  ______________________________________________________________________
 AK1376* NAD 83(1986) POSITION- 28 30 26.     (N) 080 33 16.     (W)   SCALED
 AK1376* NAVD 88 ORTHO HEIGHT -    12.42  (+/-2cm)       40.7   (feet) VERTCON3
 AK1376  ______________________________________________________________________
 AK1376  GEOID HEIGHT    -        -28.265 (meters)                     GEOID18
 AK1376  VERT ORDER      -  ? (See Below)
 AK1376
 AK1376.The horizontal coordinates were scaled from a map and have
 AK1376.an estimated accuracy of +/- 6 seconds.
 AK1376
 AK1376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK1376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK1376
 AK1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1376.GEOID18 height accuracy estimate available here.
 AK1376
 AK1376.The vertical order pertains to the NGVD 29 superseded value.
 AK1376
 AK1376.Click photographs - Photos may exist for this station.
 AK1376
 AK1376;                    North         East    Units  Estimated Accuracy
 AK1376;SPC FL E     -   462,500.      243,620.      MT  (+/- 180 meters Scaled)
 AK1376
 AK1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM436534(NAD 83)
 AK1376
 AK1376                          SUPERSEDED SURVEY CONTROL
 AK1376
 AK1376  NGVD 29 (??/??/92)   12.792  (m)           41.97   (f) ADJ UNCH       
 AK1376
 AK1376.Superseded values are not recommended for survey control.
 AK1376
 AK1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1376.See file dsdata.pdf to determine how the superseded data were derived.
 AK1376
 AK1376_MARKER: Z = SEE DESCRIPTION
 AK1376_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1376_SP_SET: LAUNCH ARMS
 AK1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1376
 AK1376  HISTORY     - Date     Condition        Report By
 AK1376  HISTORY     - 1964     MONUMENTED       CGS
 AK1376
 AK1376                          STATION DESCRIPTION
 AK1376
 AK1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1376'AT CAPE KENNEDY.
 AK1376'THE POINTS LEVELED TO WERE THE TOP FLAT SURFACE OF THE LAUNCH
 AK1376'ARMS WHERE THE LAUNCH PINS ENTER THE ARMS.  AT COMPLEX 19.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7002 ***********************************************************************
 AI7002  DESIGNATION -  19 RJN
 AI7002  PID         -  AI7002
 AI7002  STATE/COUNTY-  FL/PUTNAM
 AI7002  COUNTRY     -  US
 AI7002  USGS QUAD   -  SAN MATEO (2018)
 AI7002
 AI7002                         *CURRENT SURVEY CONTROL
 AI7002  ______________________________________________________________________
 AI7002* NAD 83(1986) POSITION- 29 31 28.83   (N) 081 35 16.48   (W)   HD_HELD1
 AI7002* NAVD 88 ORTHO HEIGHT -    14.339 (meters)       47.04  (feet) ADJUSTED
 AI7002  ______________________________________________________________________
 AI7002  GEOID HEIGHT    -        -28.503 (meters)                     GEOID18
 AI7002  DYNAMIC HEIGHT  -         14.320 (meters)       46.98  (feet) COMP
 AI7002  MODELED GRAVITY -    979,275.1   (mgal)                       NAVD 88
 AI7002
 AI7002  VERT ORDER      -  SECOND    CLASS I
 AI7002
 AI7002.The horizontal coordinates were determined by differentially corrected
 AI7002.hand held GPS observations or other comparable positioning techniques
 AI7002.and have an estimated accuracy of +/- 3 meters.
 AI7002
 AI7002.The orthometric height was determined by differential leveling and
 AI7002.adjusted by the NATIONAL GEODETIC SURVEY
 AI7002.in April 2001.
 AI7002
 AI7002.No vertical observational check was made to the station.
 AI7002
 AI7002.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7002.GEOID18 height accuracy estimate available here.
 AI7002
 AI7002.Click photographs - Photos may exist for this station.
 AI7002
 AI7002.The dynamic height is computed by dividing the NAVD 88
 AI7002.geopotential number by the normal gravity value computed on the
 AI7002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7002.degrees latitude (g = 980.6199 gals.).
 AI7002
 AI7002.The modeled gravity was interpolated from observed gravity values.
 AI7002
 AI7002;                    North         East    Units  Estimated Accuracy
 AI7002;SPC FL E     -   575,325.8     143,009.1     MT  (+/- 3 meters HH1 GPS) 
 AI7002
 AI7002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4302866261(NAD 83)
 AI7002
 AI7002                          SUPERSEDED SURVEY CONTROL
 AI7002
 AI7002.No superseded survey control is available for this station.
 AI7002
 AI7002_MARKER: DB = BENCH MARK DISK
 AI7002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7002_STAMPING: 19 RJN 1969
 AI7002_MARK LOGO: USGS
 AI7002_PROJECTION: PROJECTING 8 CENTIMETERS
 AI7002_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7002+STABILITY: SURFACE MOTION
 AI7002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7002+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2022
 AI7002
 AI7002  HISTORY     - Date     Condition        Report By
 AI7002  HISTORY     - 1969     MONUMENTED       USGS
 AI7002  HISTORY     - 19931213 GOOD             FLDEP
 AI7002  HISTORY     - 20221011 GOOD             FLDEP
 AI7002
 AI7002                          STATION DESCRIPTION
 AI7002
 AI7002'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7002'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) SOUTHEAST OF THE TOWN OF
 AI7002'SATSUMA IN PUTNAM COUNTY, IN SECTION 20 TOWNSHIP 11 SOUTH, RANGE 27
 AI7002'EAST. TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND
 AI7002'U.S.HIGHWAY 17, IN SATSUMA, GO SOUTH ON U.S.HIGHWAY 17 FOR 3.1 MI (5.0
 AI7002'KM) TO THE T JUNCTION OF SISCO ROAD AND U.S. HIGHWAY 17. TURN LEFT AND
 AI7002'GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO THE T JUNCTION OF A
 AI7002'DIRT ROAD ON THE LEFT LEADING NORTHEAST AND THE MARK ON THE RIGHT.
 AI7002'LOCATED 23.5 FT (7.2 M) WEST OF THE CENTERLINE OF SISCO ROAD, 15.0 FT
 AI7002'(4.6 M) WEST OF THE EDGE OF THE PAVEMENT OF SISCO ROAD, 4.0 FT (1.2 M)
 AI7002'SOUTHEAST OF A POWER POLE NUMBER 3-4227-6331-0-6 WITH A GUY WIRE, AND
 AI7002'2.0 FT (0.6 M) NORTH OF A METAL WITNESS POST.  SET IN THE TOP OF A
 AI7002'SQUARE CONCRETE MONUMENT PROJECTED 0.3 FT (9.1 CM) ABOVE THE GROUND.
 AI7002
 AI7002                          STATION RECOVERY (2022)
 AI7002
 AI7002'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 AI7002'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1327 ***********************************************************************
 AK1327  DESIGNATION -  19 SOUTHEAST LAUNCH HEAD
 AK1327  PID         -  AK1327
 AK1327  STATE/COUNTY-  FL/BREVARD
 AK1327  COUNTRY     -  US
 AK1327  USGS QUAD   -  FALSE CAPE (2018)
 AK1327
 AK1327                         *CURRENT SURVEY CONTROL
 AK1327  ______________________________________________________________________
 AK1327* NAD 83(1986) POSITION- 28 30 26.     (N) 080 33 16.     (W)   SCALED
 AK1327* NAVD 88 ORTHO HEIGHT -    12.43  (+/-2cm)       40.8   (feet) VERTCON3
 AK1327  ______________________________________________________________________
 AK1327  GEOID HEIGHT    -        -28.265 (meters)                     GEOID18
 AK1327  VERT ORDER      -  ? (See Below)
 AK1327
 AK1327.The horizontal coordinates were scaled from a map and have
 AK1327.an estimated accuracy of +/- 6 seconds.
 AK1327
 AK1327.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK1327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK1327
 AK1327.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1327.GEOID18 height accuracy estimate available here.
 AK1327
 AK1327.The vertical order pertains to the NGVD 29 superseded value.
 AK1327
 AK1327.Click photographs - Photos may exist for this station.
 AK1327
 AK1327;                    North         East    Units  Estimated Accuracy
 AK1327;SPC FL E     -   462,500.      243,620.      MT  (+/- 180 meters Scaled)
 AK1327
 AK1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM436534(NAD 83)
 AK1327
 AK1327                          SUPERSEDED SURVEY CONTROL
 AK1327
 AK1327  NGVD 29 (??/??/92)   12.795  (m)           41.98   (f) ADJ UNCH       
 AK1327
 AK1327.Superseded values are not recommended for survey control.
 AK1327
 AK1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1327.See file dsdata.pdf to determine how the superseded data were derived.
 AK1327
 AK1327_MARKER: Z = SEE DESCRIPTION
 AK1327_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1327_SP_SET: LAUNCH ARMS
 AK1327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1327
 AK1327  HISTORY     - Date     Condition        Report By
 AK1327  HISTORY     - 1964     MONUMENTED       CGS
 AK1327
 AK1327                          STATION DESCRIPTION
 AK1327
 AK1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1327'AT CAPE KENNEDY.
 AK1327'THE POINTS LEVELED TO WERE THE TOP FLAT SURFACE OF THE LAUNCH
 AK1327'ARMS WHERE THE LAUNCH PINS ENTER THE ARMS.  AT COMPLEX 19.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1375 ***********************************************************************
 AK1375  DESIGNATION -  19 SOUTHWEST LAUNCH HEAD
 AK1375  PID         -  AK1375
 AK1375  STATE/COUNTY-  FL/BREVARD
 AK1375  COUNTRY     -  US
 AK1375  USGS QUAD   -  FALSE CAPE (2018)
 AK1375
 AK1375                         *CURRENT SURVEY CONTROL
 AK1375  ______________________________________________________________________
 AK1375* NAD 83(1986) POSITION- 28 30 26.     (N) 080 33 16.     (W)   SCALED
 AK1375* NAVD 88 ORTHO HEIGHT -    12.43  (+/-2cm)       40.8   (feet) VERTCON3
 AK1375  ______________________________________________________________________
 AK1375  GEOID HEIGHT    -        -28.265 (meters)                     GEOID18
 AK1375  VERT ORDER      -  ? (See Below)
 AK1375
 AK1375.The horizontal coordinates were scaled from a map and have
 AK1375.an estimated accuracy of +/- 6 seconds.
 AK1375
 AK1375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK1375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK1375
 AK1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1375.GEOID18 height accuracy estimate available here.
 AK1375
 AK1375.The vertical order pertains to the NGVD 29 superseded value.
 AK1375
 AK1375.Click photographs - Photos may exist for this station.
 AK1375
 AK1375;                    North         East    Units  Estimated Accuracy
 AK1375;SPC FL E     -   462,500.      243,620.      MT  (+/- 180 meters Scaled)
 AK1375
 AK1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM436534(NAD 83)
 AK1375
 AK1375                          SUPERSEDED SURVEY CONTROL
 AK1375
 AK1375  NGVD 29 (??/??/92)   12.797  (m)           41.98   (f) ADJ UNCH       
 AK1375
 AK1375.Superseded values are not recommended for survey control.
 AK1375
 AK1375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1375.See file dsdata.pdf to determine how the superseded data were derived.
 AK1375
 AK1375_MARKER: Z = SEE DESCRIPTION
 AK1375_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1375_SP_SET: LAUNCH ARMS
 AK1375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1375
 AK1375  HISTORY     - Date     Condition        Report By
 AK1375  HISTORY     - 1964     MONUMENTED       CGS
 AK1375
 AK1375                          STATION DESCRIPTION
 AK1375
 AK1375'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1375'AT CAPE KENNEDY.
 AK1375'THE POINTS LEVELED TO WERE THE TOP FLAT SURFACE OF THE LAUNCH
 AK1375'ARMS WHERE THE LAUNCH PINS ENTER THE ARMS.  AT COMPLEX 19.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1326 ***********************************************************************
 AK1326  DESIGNATION -  19 WEST CENTERLINE 2
 AK1326  PID         -  AK1326
 AK1326  STATE/COUNTY-  FL/BREVARD
 AK1326  COUNTRY     -  US
 AK1326  USGS QUAD   -  FALSE CAPE (2018)
 AK1326
 AK1326                         *CURRENT SURVEY CONTROL
 AK1326  ______________________________________________________________________
 AK1326* NAD 83(1986) POSITION- 28 30 27.     (N) 080 33 18.     (W)   SCALED
 AK1326* NAVD 88 ORTHO HEIGHT -     2.326 (meters)        7.63  (feet) ADJUSTED
 AK1326  ______________________________________________________________________
 AK1326  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 AK1326  DYNAMIC HEIGHT  -          2.322 (meters)        7.62  (feet) COMP
 AK1326  MODELED GRAVITY -    979,233.8   (mgal)                       NAVD 88
 AK1326
 AK1326  VERT ORDER      -  FIRST     CLASS II
 AK1326
 AK1326.The horizontal coordinates were scaled from a map and have
 AK1326.an estimated accuracy of +/- 6 seconds.
 AK1326
 AK1326.The orthometric height was determined by differential leveling and
 AK1326.adjusted by the NATIONAL GEODETIC SURVEY
 AK1326.in June 1991.
 AK1326
 AK1326.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1326.GEOID18 height accuracy estimate available here.
 AK1326
 AK1326.Click photographs - Photos may exist for this station.
 AK1326
 AK1326.The dynamic height is computed by dividing the NAVD 88
 AK1326.geopotential number by the normal gravity value computed on the
 AK1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1326.degrees latitude (g = 980.6199 gals.).
 AK1326
 AK1326.The modeled gravity was interpolated from observed gravity values.
 AK1326
 AK1326;                    North         East    Units  Estimated Accuracy
 AK1326;SPC FL E     -   462,530.      243,560.      MT  (+/- 180 meters Scaled)
 AK1326
 AK1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435535(NAD 83)
 AK1326
 AK1326                          SUPERSEDED SURVEY CONTROL
 AK1326
 AK1326  NGVD 29 (??/??/92)    2.682  (m)            8.80   (f) ADJ UNCH    1 2
 AK1326
 AK1326.Superseded values are not recommended for survey control.
 AK1326
 AK1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1326.See file dsdata.pdf to determine how the superseded data were derived.
 AK1326
 AK1326_MARKER: DD = SURVEY DISK
 AK1326_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK1326_SP_SET: PAD
 AK1326_STAMPING: 19 WEST CENTERLINE 2
 AK1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1326
 AK1326  HISTORY     - Date     Condition        Report By
 AK1326  HISTORY     - 1964     MONUMENTED       CGS
 AK1326
 AK1326                          STATION DESCRIPTION
 AK1326
 AK1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1326'AT CAPE KENNEDY.
 AK1326'16 FEET NORTH OF THE APPROXIMATE CENTER OF A DRIVE THAT LEADS
 AK1326'FROM THE BLOCKHOUSE TO THE LAUNCH PAD AND 12 FEET SOUTH OF A
 AK1326'METAL JUNCTION BOX (WEST BOX OF TWO).  THE DISK IS CEMENTED
 AK1326'IN A DRILL HOLE IN AN 8 X 12 FOOT CONCRETE PAD AND ABOUT 1/2
 AK1326'INCH BELOW THE SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1328 ***********************************************************************
 AK1328  DESIGNATION -  19 WEST CENTERLINE 1
 AK1328  PID         -  AK1328
 AK1328  STATE/COUNTY-  FL/BREVARD
 AK1328  COUNTRY     -  US
 AK1328  USGS QUAD   -  FALSE CAPE (2018)
 AK1328
 AK1328                         *CURRENT SURVEY CONTROL
 AK1328  ______________________________________________________________________
 AK1328* NAD 83(1986) POSITION- 28 30 26.     (N) 080 33 18.     (W)   SCALED
 AK1328* NAVD 88 ORTHO HEIGHT -     1.858 (meters)        6.10  (feet) ADJUSTED
 AK1328  ______________________________________________________________________
 AK1328  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 AK1328  DYNAMIC HEIGHT  -          1.855 (meters)        6.09  (feet) COMP
 AK1328  MODELED GRAVITY -    979,233.7   (mgal)                       NAVD 88
 AK1328
 AK1328  VERT ORDER      -  FIRST     CLASS II
 AK1328
 AK1328.The horizontal coordinates were scaled from a map and have
 AK1328.an estimated accuracy of +/- 6 seconds.
 AK1328
 AK1328.The orthometric height was determined by differential leveling and
 AK1328.adjusted by the NATIONAL GEODETIC SURVEY
 AK1328.in June 1991.
 AK1328
 AK1328.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1328.GEOID18 height accuracy estimate available here.
 AK1328
 AK1328.Click photographs - Photos may exist for this station.
 AK1328
 AK1328.The dynamic height is computed by dividing the NAVD 88
 AK1328.geopotential number by the normal gravity value computed on the
 AK1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1328.degrees latitude (g = 980.6199 gals.).
 AK1328
 AK1328.The modeled gravity was interpolated from observed gravity values.
 AK1328
 AK1328;                    North         East    Units  Estimated Accuracy
 AK1328;SPC FL E     -   462,500.      243,560.      MT  (+/- 180 meters Scaled)
 AK1328
 AK1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435534(NAD 83)
 AK1328
 AK1328                          SUPERSEDED SURVEY CONTROL
 AK1328
 AK1328  NGVD 29 (??/??/92)    2.214  (m)            7.26   (f) ADJ UNCH    1 2
 AK1328
 AK1328.Superseded values are not recommended for survey control.
 AK1328
 AK1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1328.See file dsdata.pdf to determine how the superseded data were derived.
 AK1328
 AK1328_MARKER: DD = SURVEY DISK
 AK1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1328_STAMPING: 19 WEST CENTERLINE 1
 AK1328_PROJECTION: PROJECTING 10 CENTIMETERS
 AK1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1328+STABILITY: SURFACE MOTION
 AK1328
 AK1328  HISTORY     - Date     Condition        Report By
 AK1328  HISTORY     - 1964     MONUMENTED       CGS
 AK1328
 AK1328                          STATION DESCRIPTION
 AK1328
 AK1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1328'AT CAPE KENNEDY.
 AK1328'69 FEET WEST OF THE WEST EDGE OF A CONCRETE DRIVE THAT LEADS
 AK1328'TO THE LAUNCH PAD, 50 FEET NORTH OF THE NORTH EDGE OF A CONCRETE
 AK1328'DRIVE AND 55 FEET SOUTH OF THE NORTHWEST END OF THE CONCRETE
 AK1328'DRIVE.  THE MARK IS A ROUND CONCRETE POST THAT PROJECTS ABOUT
 AK1328'4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2439 ***********************************************************************
 AD2439  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2439  DESIGNATION -  19.19
 AD2439  PID         -  AD2439
 AD2439  STATE/COUNTY-  FL/BROWARD
 AD2439  COUNTRY     -  US
 AD2439  USGS QUAD   -  PORT EVERGLADES (2018)
 AD2439
 AD2439                         *CURRENT SURVEY CONTROL
 AD2439  ______________________________________________________________________
 AD2439* NAD 83(1986) POSITION- 26 04 53.     (N) 080 06 39.     (W)   SCALED
 AD2439* NAVD 88 ORTHO HEIGHT -     5.289 (meters)       17.35  (feet) ADJUSTED
 AD2439  ______________________________________________________________________
 AD2439  GEOID HEIGHT    -        -25.776 (meters)                     GEOID18
 AD2439  DYNAMIC HEIGHT  -          5.281 (meters)       17.33  (feet) COMP
 AD2439  MODELED GRAVITY -    979,053.6   (mgal)                       NAVD 88
 AD2439
 AD2439  VERT ORDER      -  SECOND    CLASS 0
 AD2439
 AD2439.The horizontal coordinates were scaled from a map and have
 AD2439.an estimated accuracy of +/- 6 seconds.
 AD2439
 AD2439.The orthometric height was determined by differential leveling and
 AD2439.adjusted by the NATIONAL GEODETIC SURVEY
 AD2439.in June 1991.
 AD2439
 AD2439.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2439.GEOID18 height accuracy estimate available here.
 AD2439
 AD2439.This Tidal Bench Mark is designated as VM 5711
 AD2439.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2439
 AD2439.Click photographs - Photos may exist for this station.
 AD2439
 AD2439.The dynamic height is computed by dividing the NAVD 88
 AD2439.geopotential number by the normal gravity value computed on the
 AD2439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2439.degrees latitude (g = 980.6199 gals.).
 AD2439
 AD2439.The modeled gravity was interpolated from observed gravity values.
 AD2439
 AD2439;                    North         East    Units  Estimated Accuracy
 AD2439;SPC FL E     -   193,940.      288,960.      MT  (+/- 180 meters Scaled)
 AD2439
 AD2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ889850(NAD 83)
 AD2439
 AD2439                          SUPERSEDED SURVEY CONTROL
 AD2439
 AD2439  NGVD 29 (??/??/92)    5.773  (m)           18.94   (f) SUPERSEDED  2 0
 AD2439  NGVD 29 (09/01/92)    5.773  (m)           18.94   (f) ADJUSTED    2 0
 AD2439
 AD2439.Superseded values are not recommended for survey control.
 AD2439
 AD2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2439.See file dsdata.pdf to determine how the superseded data were derived.
 AD2439
 AD2439_MARKER: DD = SURVEY DISK
 AD2439_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD2439_SP_SET: BRIDGE BANNISTER
 AD2439_STAMPING: 19.19
 AD2439_MARK LOGO: FLHD
 AD2439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2439
 AD2439  HISTORY     - Date     Condition        Report By
 AD2439  HISTORY     - UNK      MONUMENTED       FLHD
 AD2439  HISTORY     - 1970     GOOD             NGS
 AD2439  HISTORY     - 1973     GOOD             NGS
 AD2439  HISTORY     - 1981     GOOD             FLDNR
 AD2439  HISTORY     - 1986     GOOD             FLDNR
 AD2439  HISTORY     - 1986     GOOD             FLDNR
 AD2439  HISTORY     - 1988     GOOD             USPSQD
 AD2439  HISTORY     - 1990     GOOD             USPSQD
 AD2439  HISTORY     - 1990     GOOD             USPSQD
 AD2439  HISTORY     - 1991     GOOD             USPSQD
 AD2439  HISTORY     - 20000716 GOOD             USPSQD
 AD2439
 AD2439                          STATION DESCRIPTION
 AD2439
 AD2439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2439'3.9 MI NE FROM DANIA.
 AD2439'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AD2439'OF U.S. HIGHWAY 1 AT DANIA, THENCE 1.9 MILES NORTH ALONG A BLACK
 AD2439'TOPPED ROAD, ON TOP OF THE NORTH END OF THE WEST BANNISTER OF THE
 AD2439'BRIDGE OVER THE FLORIDA EAST COAST CANAL, 15.6 FEET WEST OF THE
 AD2439'CENTER LINE OF THE ROAD, 4.6 FEET SOUTH OF THE NORTH END OF THE
 AD2439'BANNISTER AND 3 FEET ABOVE THE LEVEL OF THE ROAD.
 AD2439
 AD2439                          STATION RECOVERY (1973)
 AD2439
 AD2439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2439'RECOVERED IN GOOD CONDITION.
 AD2439
 AD2439                          STATION RECOVERY (1981)
 AD2439
 AD2439'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2439'RECOVERED IN GOOD CONDITION.
 AD2439
 AD2439                          STATION RECOVERY (1986)
 AD2439
 AD2439'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AD2439'RECOVERED IN GOOD CONDITION.
 AD2439
 AD2439                          STATION RECOVERY (1986)
 AD2439
 AD2439'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2439'RECOVERED IN GOOD CONDITION.
 AD2439
 AD2439                          STATION RECOVERY (1988)
 AD2439
 AD2439'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AD2439'RECOVERED IN GOOD CONDITION.
 AD2439
 AD2439                          STATION RECOVERY (1990)
 AD2439
 AD2439'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD2439'RECOVERED IN GOOD CONDITION.
 AD2439
 AD2439                          STATION RECOVERY (1990)
 AD2439
 AD2439'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2439'RECOVERED IN GOOD CONDITION.
 AD2439
 AD2439                          STATION RECOVERY (1991)
 AD2439
 AD2439'RECOVERY NOTE BY US POWER SQUADRON 1991 (EM)
 AD2439'RECOVERED IN GOOD CONDITION.
 AD2439
 AD2439                          STATION RECOVERY (2000)
 AD2439
 AD2439'RECOVERY NOTE BY US POWER SQUADRON 2000 (CH)
 AD2439'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2468 ***********************************************************************
 AD2468  DESIGNATION -  19.40
 AD2468  PID         -  AD2468
 AD2468  STATE/COUNTY-  FL/BROWARD
 AD2468  COUNTRY     -  US
 AD2468  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD2468
 AD2468                         *CURRENT SURVEY CONTROL
 AD2468  ______________________________________________________________________
 AD2468* NAD 83(1986) POSITION- 26 03 34.     (N) 080 08 37.     (W)   SCALED
 AD2468* NAVD 88 ORTHO HEIGHT -     5.425 (meters)       17.80  (feet) ADJUSTED
 AD2468  ______________________________________________________________________
 AD2468  GEOID HEIGHT    -        -25.650 (meters)                     GEOID18
 AD2468  DYNAMIC HEIGHT  -          5.416 (meters)       17.77  (feet) COMP
 AD2468  MODELED GRAVITY -    979,053.4   (mgal)                       NAVD 88
 AD2468
 AD2468  VERT ORDER      -  FIRST     CLASS II
 AD2468
 AD2468.The horizontal coordinates were scaled from a map and have
 AD2468.an estimated accuracy of +/- 6 seconds.
 AD2468
 AD2468.The orthometric height was determined by differential leveling and
 AD2468.adjusted by the NATIONAL GEODETIC SURVEY
 AD2468.in June 1991.
 AD2468
 AD2468.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2468.GEOID18 height accuracy estimate available here.
 AD2468
 AD2468.Click photographs - Photos may exist for this station.
 AD2468
 AD2468.The dynamic height is computed by dividing the NAVD 88
 AD2468.geopotential number by the normal gravity value computed on the
 AD2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2468.degrees latitude (g = 980.6199 gals.).
 AD2468
 AD2468.The modeled gravity was interpolated from observed gravity values.
 AD2468
 AD2468;                    North         East    Units  Estimated Accuracy
 AD2468;SPC FL E     -   191,480.      285,690.      MT  (+/- 180 meters Scaled)
 AD2468
 AD2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ856825(NAD 83)
 AD2468
 AD2468                          SUPERSEDED SURVEY CONTROL
 AD2468
 AD2468  NGVD 29 (??/??/92)    5.915  (m)           19.41   (f) SUPERSEDED  1 2
 AD2468  NGVD 29 (09/01/92)    5.915  (m)           19.41   (f) ADJUSTED    1 2
 AD2468
 AD2468.Superseded values are not recommended for survey control.
 AD2468
 AD2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2468.See file dsdata.pdf to determine how the superseded data were derived.
 AD2468
 AD2468_MARKER: DD = SURVEY DISK
 AD2468_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD2468_SP_SET: WINGWALL
 AD2468_STAMPING: 19.40
 AD2468_MARK LOGO: FLDT
 AD2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2468+STABILITY: SURFACE MOTION
 AD2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2468+SATELLITE: SATELLITE OBSERVATIONS - December 20, 1990
 AD2468
 AD2468  HISTORY     - Date     Condition        Report By
 AD2468  HISTORY     - UNK      MONUMENTED       FLHD
 AD2468  HISTORY     - 1965     GOOD             CGS
 AD2468  HISTORY     - 1974     GOOD             NGS
 AD2468  HISTORY     - 1981     GOOD             FLDNR
 AD2468  HISTORY     - 19901220 GOOD             NGS
 AD2468  HISTORY     - 19980313 GOOD             USPSQD
 AD2468  HISTORY     - 20030224 GOOD             USPSQD
 AD2468  HISTORY     - 20091217 MARK NOT FOUND   INDIV
 AD2468
 AD2468                          STATION DESCRIPTION
 AD2468
 AD2468'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2468'2.6 MI S FROM FORT LAUDERDALE.
 AD2468'ABOUT 2.65 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2468'THE STATION AT FORT LAUDERDALE, IN SECTION 34, R 42 E, T 50 S,
 AD2468'0.4 MILE SOUTH OF MILEPOST 34, NEAR RAILWAY TRESTLE 345+41, SET
 AD2468'ON THE TOP OF THE NORTHWEST CONCRETE WINGWALL OF A U.S. HIGHWAY 1
 AD2468'BRIDGE OVER DANIA CUT-OFF CANAL, 116.5 FEET EAST OF THE EAST RAIL,
 AD2468'5.4 FEET WEST OF THE WEST CURB OF THE HIGHWAY AND ABOUT 3 FEET
 AD2468'ABOVE THE LEVEL OF THE HIGHWAY.
 AD2468
 AD2468                          STATION RECOVERY (1974)
 AD2468
 AD2468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD2468'RECOVERED IN GOOD CONDITION.
 AD2468
 AD2468                          STATION RECOVERY (1981)
 AD2468
 AD2468'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2468'RECOVERED IN GOOD CONDITION.
 AD2468
 AD2468                          STATION RECOVERY (1990)
 AD2468
 AD2468'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AD2468'IN DANIA, AT THE INTERSECTION OF OLD GRIFFAN ROAD AND U.S. HIGHWAY
 AD2468'1, IN TOP OF AND 0.2 M (0.7 FT) WEST OF THE EAST END OF THE NORTH
 AD2468'CONCRETE WINGWALL OF THE HIGHWAY BRIDGE SPANNING THE DANIA CUT-OFF
 AD2468'CANAL, 40.3 M (132.2 FT) NORTH OF THE ROAD CENTERLINE, 6.5 M (21.3
 AD2468'FT) WEST OF THE CENTER OF THE SOUTHBOUND LANES OF THE HIGHWAY, AND
 AD2468'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AD2468
 AD2468                          STATION RECOVERY (1998)
 AD2468
 AD2468'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2468'RECOVERED IN GOOD CONDITION.
 AD2468
 AD2468                          STATION RECOVERY (2003)
 AD2468
 AD2468'RECOVERY NOTE BY US POWER SQUADRON 2003 (AM)
 AD2468'RECOVERED IN GOOD CONDITION.
 AD2468
 AD2468                          STATION RECOVERY (2009)
 AD2468
 AD2468'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (ED)
 AD2468'MARK NOT FOUND, MAY HAVE BEED DESTROYED DUE TO NEW BRIDGE
 AD2468'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE9102 ***********************************************************************
 DE9102  DESIGNATION -  19.5 300 G
 DE9102  PID         -  DE9102
 DE9102  STATE/COUNTY-  FL/MANATEE
 DE9102  COUNTRY     -  US
 DE9102  USGS QUAD   -  KEENTOWN (2018)
 DE9102
 DE9102                         *CURRENT SURVEY CONTROL
 DE9102  ______________________________________________________________________
 DE9102* NAD 83(1986) POSITION- 27 34 49.     (N) 082 11 24.     (W)   HD_HELD2
 DE9102* NAVD 88 ORTHO HEIGHT -    32.925 (meters)      108.02  (feet) ADJUSTED
 DE9102  ______________________________________________________________________
 DE9102  GEOID HEIGHT    -        -24.894 (meters)                     GEOID18
 DE9102  DYNAMIC HEIGHT  -         32.875 (meters)      107.86  (feet) COMP
 DE9102  MODELED GRAVITY -    979,138.3   (mgal)                       NAVD 88
 DE9102
 DE9102  VERT ORDER      -  FIRST     CLASS II
 DE9102
 DE9102.The horizontal coordinates were established by autonomous hand held GPS
 DE9102.observations and have an estimated accuracy of +/- 10 meters.
 DE9102
 DE9102.The orthometric height was determined by differential leveling and
 DE9102.adjusted by the NATIONAL GEODETIC SURVEY
 DE9102.in December 2009.
 DE9102
 DE9102.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9102.GEOID18 height accuracy estimate available here.
 DE9102
 DE9102.Click photographs - Photos may exist for this station.
 DE9102
 DE9102.The dynamic height is computed by dividing the NAVD 88
 DE9102.geopotential number by the normal gravity value computed on the
 DE9102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9102.degrees latitude (g = 980.6199 gals.).
 DE9102
 DE9102.The modeled gravity was interpolated from observed gravity values.
 DE9102
 DE9102;                    North         East    Units  Estimated Accuracy
 DE9102;SPC FL W     -   359,714.      181,240.      MT  (+/- 10 meters HH2 GPS)
 DE9102
 DE9102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL825512(NAD 83)
 DE9102
 DE9102                          SUPERSEDED SURVEY CONTROL
 DE9102
 DE9102  NAVD 88 (05/18/04)   32.927  (m)          108.03   (f) SUPERSEDED  2 1
 DE9102
 DE9102.Superseded values are not recommended for survey control.
 DE9102
 DE9102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9102.See file dsdata.pdf to determine how the superseded data were derived.
 DE9102
 DE9102_MARKER: DD = SURVEY DISK
 DE9102_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9102+WITH SETTING: INFORMATION.
 DE9102_STAMPING: 19.5-300G LB 262
 DE9102_MARK LOGO: GULFST
 DE9102_PROJECTION: FLUSH
 DE9102_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9102+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2011
 DE9102
 DE9102  HISTORY     - Date     Condition        Report By
 DE9102  HISTORY     - UNK      MONUMENTED       GULFST
 DE9102  HISTORY     - 20020529 GOOD             FLDEP
 DE9102  HISTORY     - 20080306 GOOD             FLDEP
 DE9102  HISTORY     - 20101129 GOOD             HSS
 DE9102  HISTORY     - 20111024 GOOD             HSS
 DE9102
 DE9102                          STATION DESCRIPTION
 DE9102
 DE9102'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE9102'THE MARK IS ABOUT 14.75 MI EAST OF PARRISH, IN SECTION 27, TOWNSHIP 33
 DE9102'SOUTH, RANGE 21
 DE9102'EAST.
 DE9102'
 DE9102'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DE9102'62 IN PARRISH, GO
 DE9102'EAST ON STATE ROAD 62 FOR 3.85 MI TO THE JUNCTION OF CORBETT JOHN ROAD
 DE9102'ON THE LEFT,
 DE9102'CONTINUE EAST ON STATE ROAD 62 FOR 4.45 MI TO THE JUNCTION OF SAFFOLD
 DE9102'ROAD ON THE LEFT,
 DE9102'CONTINUE EAST ON STATE ROAD 62 FOR 6.45 MI TO THE JUNCTION OF KEEN
 DE9102'CEMETERY ROAD ON THE
 DE9102'LEFT AND MARK ON THE RIGHT, A ROD AND DISC SET IN CONCRETE WITH A
 DE9102'METAL FLANGED ACCESS
 DE9102'COVER, FLUSH WITH THE GROUND AND ABOUT 0.3 FT BELOW THE LEVEL OF STATE
 DE9102'ROAD 62, THE
 DE9102'DISC IS RECESSED 0.3 FT BELOW THE LEVEL OF THE ACCESS COVER.
 DE9102'
 DE9102'LOCATED 84.7 FT EAST-SOUTHEAST OF POWER POLE NUMBER 206, 59.3 FT
 DE9102'WEST-SOUTHWEST OF
 DE9102'POWER POLE 16-220A, 59.1 FT SOUTH OF THE APPROXIMATE CENTER OF THE
 DE9102'JUNCTION OF KEEN
 DE9102'CEMETERY ROAD AND STATE ROAD 62, 47.7 FT SOUTH OF THE APPROXIMATE
 DE9102'CENTERLINE OF STATE
 DE9102'ROAD 62, 35.9 FT SOUTH OF THE EDGE OF THE PAVEMENT OF STATE ROAD 62
 DE9102'AND 1.0 FT NORTH OF A
 DE9102'CARSONITE WITNESS POST.
 DE9102'
 DE9102
 DE9102                          STATION RECOVERY (2008)
 DE9102
 DE9102'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 DE9102'RECOVERED AS DESCRIBED.
 DE9102
 DE9102                          STATION RECOVERY (2010)
 DE9102
 DE9102'RECOVERY NOTE BY HYATT SURVEY SERVICES 2010 (MJW)
 DE9102'RECOVERED AS DESCRIBED.
 DE9102
 DE9102                          STATION RECOVERY (2011)
 DE9102
 DE9102'RECOVERY NOTE BY HYATT SURVEY SERVICES 2011 (MJW)
 DE9102'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2438 ***********************************************************************
 AD2438  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2438  DESIGNATION -  19.65
 AD2438  PID         -  AD2438
 AD2438  STATE/COUNTY-  FL/BROWARD
 AD2438  COUNTRY     -  US
 AD2438  USGS QUAD   -  PORT EVERGLADES (2018)
 AD2438
 AD2438                         *CURRENT SURVEY CONTROL
 AD2438  ______________________________________________________________________
 AD2438* NAD 83(1986) POSITION- 26 04 52.     (N) 080 06 39.     (W)   SCALED
 AD2438* NAVD 88 ORTHO HEIGHT -     5.432 (meters)       17.82  (feet) ADJUSTED
 AD2438  ______________________________________________________________________
 AD2438  GEOID HEIGHT    -        -25.776 (meters)                     GEOID18
 AD2438  DYNAMIC HEIGHT  -          5.423 (meters)       17.79  (feet) COMP
 AD2438  MODELED GRAVITY -    979,053.6   (mgal)                       NAVD 88
 AD2438
 AD2438  VERT ORDER      -  SECOND    CLASS 0
 AD2438
 AD2438.The horizontal coordinates were scaled from a map and have
 AD2438.an estimated accuracy of +/- 6 seconds.
 AD2438
 AD2438.The orthometric height was determined by differential leveling and
 AD2438.adjusted by the NATIONAL GEODETIC SURVEY
 AD2438.in June 1991.
 AD2438
 AD2438.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2438.GEOID18 height accuracy estimate available here.
 AD2438
 AD2438.This Tidal Bench Mark is designated as VM 5712
 AD2438.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2438
 AD2438.Click photographs - Photos may exist for this station.
 AD2438
 AD2438.The dynamic height is computed by dividing the NAVD 88
 AD2438.geopotential number by the normal gravity value computed on the
 AD2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2438.degrees latitude (g = 980.6199 gals.).
 AD2438
 AD2438.The modeled gravity was interpolated from observed gravity values.
 AD2438
 AD2438;                    North         East    Units  Estimated Accuracy
 AD2438;SPC FL E     -   193,900.      288,960.      MT  (+/- 180 meters Scaled)
 AD2438
 AD2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ889849(NAD 83)
 AD2438
 AD2438                          SUPERSEDED SURVEY CONTROL
 AD2438
 AD2438  NGVD 29 (??/??/92)    5.915  (m)           19.41   (f) SUPERSEDED  2 0
 AD2438  NGVD 29 (09/01/92)    5.915  (m)           19.41   (f) ADJUSTED    2 0
 AD2438
 AD2438.Superseded values are not recommended for survey control.
 AD2438
 AD2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2438.See file dsdata.pdf to determine how the superseded data were derived.
 AD2438
 AD2438_MARKER: DD = SURVEY DISK
 AD2438_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD2438_SP_SET: BRIDGE BANNISTER
 AD2438_STAMPING: 19.65
 AD2438_MARK LOGO: FLHD
 AD2438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2438
 AD2438  HISTORY     - Date     Condition        Report By
 AD2438  HISTORY     - UNK      MONUMENTED       FLHD
 AD2438  HISTORY     - 1970     GOOD             NGS
 AD2438  HISTORY     - 1973     GOOD             NGS
 AD2438  HISTORY     - 1981     GOOD             FLDNR
 AD2438  HISTORY     - 1986     GOOD             FLDNR
 AD2438  HISTORY     - 1988     GOOD             USPSQD
 AD2438  HISTORY     - 1990     GOOD             USPSQD
 AD2438  HISTORY     - 1990     GOOD             USPSQD
 AD2438  HISTORY     - 1991     GOOD             USPSQD
 AD2438  HISTORY     - 19980313 MARK NOT FOUND   USPSQD
 AD2438  HISTORY     - 20041213 GOOD             FLDT
 AD2438
 AD2438                          STATION DESCRIPTION
 AD2438
 AD2438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2438'3.9 MI NE FROM DANIA.
 AD2438'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AD2438'OF U.S. HIGHWAY 1 AT DANIA, THENCE 1.9 MILES NORTH ALONG A BLACK
 AD2438'TOPPED ROAD, SET ON THE TOP OF THE SOUTH END OF THE EAST
 AD2438'BANNISTER OF THE BRIDGE OVER THE FLORIDA EAST COAST CANAL, 20
 AD2438'FEET EAST OF THE CENTER LINE OF THE ROAD, 4.6 FEET NORTH OF THE
 AD2438'SOUTH END OF THE BANNISTER AND 3 FEET ABOVE THE LEVEL OF THE
 AD2438'ROAD.
 AD2438
 AD2438                          STATION RECOVERY (1973)
 AD2438
 AD2438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2438'RECOVERED IN GOOD CONDITION.
 AD2438
 AD2438                          STATION RECOVERY (1981)
 AD2438
 AD2438'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2438'RECOVERED IN GOOD CONDITION.
 AD2438
 AD2438                          STATION RECOVERY (1986)
 AD2438
 AD2438'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2438'RECOVERED IN GOOD CONDITION.
 AD2438
 AD2438                          STATION RECOVERY (1988)
 AD2438
 AD2438'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AD2438'RECOVERED IN GOOD CONDITION.
 AD2438
 AD2438                          STATION RECOVERY (1990)
 AD2438
 AD2438'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2438'RECOVERED IN GOOD CONDITION.
 AD2438
 AD2438                          STATION RECOVERY (1990)
 AD2438
 AD2438'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD2438'RECOVERED IN GOOD CONDITION.
 AD2438
 AD2438                          STATION RECOVERY (1991)
 AD2438
 AD2438'RECOVERY NOTE BY US POWER SQUADRON 1991 (EM)
 AD2438'RECOVERED IN GOOD CONDITION.
 AD2438
 AD2438                          STATION RECOVERY (1998)
 AD2438
 AD2438'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2438'MARK NOT FOUND.
 AD2438
 AD2438                          STATION RECOVERY (2004)
 AD2438
 AD2438'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD2438'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5698 ***********************************************************************
 AD5698  DESIGNATION -  190 BCED
 AD5698  PID         -  AD5698
 AD5698  STATE/COUNTY-  FL/BROWARD
 AD5698  COUNTRY     -  US
 AD5698  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5698
 AD5698                         *CURRENT SURVEY CONTROL
 AD5698  ______________________________________________________________________
 AD5698* NAD 83(2011) POSITION- 26 05 32.63013(N) 080 08 50.38007(W)   ADJUSTED
 AD5698* NAD 83(2011) ELLIP HT-   -23.353 (meters)        (06/27/12)   ADJUSTED
 AD5698* NAD 83(2011) EPOCH   -  2010.00
 AD5698* NAVD 88 ORTHO HEIGHT -     2.266 (meters)        7.43  (feet) ADJUSTED
 AD5698  ______________________________________________________________________
 AD5698  GEOID HEIGHT    -        -25.652 (meters)                     GEOID18
 AD5698  NAD 83(2011) X  -    980,799.914 (meters)                     COMP
 AD5698  NAD 83(2011) Y  - -5,647,268.328 (meters)                     COMP
 AD5698  NAD 83(2011) Z  -  2,788,248.623 (meters)                     COMP
 AD5698  LAPLACE CORR    -         -3.41  (seconds)                    DEFLEC18
 AD5698  DYNAMIC HEIGHT  -          2.262 (meters)        7.42  (feet) COMP
 AD5698  MODELED GRAVITY -    979,056.3   (mgal)                       NAVD 88
 AD5698
 AD5698  VERT ORDER      -  FIRST     CLASS II
 AD5698
 AD5698  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD5698  Standards:
 AD5698         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD5698            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD5698  -------------------------------------------------------------------
 AD5698  NETWORK    2.62   3.61           1.04   1.08   1.84     -0.28402306
 AD5698  -------------------------------------------------------------------
 AD5698  Click here for local accuracies and other accuracy information.
 AD5698
 AD5698.The horizontal coordinates were established by GPS observations
 AD5698.and adjusted by the National Geodetic Survey in June 2012.
 AD5698
 AD5698.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD5698.been affixed to the stable North American tectonic plate. See 
 AD5698.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD5698
 AD5698.The horizontal coordinates are valid at the epoch date displayed above
 AD5698.which is a decimal equivalence of Year/Month/Day.
 AD5698
 AD5698.The orthometric height was determined by differential leveling and
 AD5698.adjusted by the NATIONAL GEODETIC SURVEY
 AD5698.in June 1991.
 AD5698
 AD5698.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5698.GEOID18 height accuracy estimate available here.
 AD5698
 AD5698.Click photographs - Photos may exist for this station.
 AD5698
 AD5698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD5698
 AD5698.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD5698
 AD5698.The ellipsoidal height was determined by GPS observations
 AD5698.and is referenced to NAD 83.
 AD5698
 AD5698.The dynamic height is computed by dividing the NAVD 88
 AD5698.geopotential number by the normal gravity value computed on the
 AD5698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5698.degrees latitude (g = 980.6199 gals.).
 AD5698
 AD5698.The modeled gravity was interpolated from observed gravity values.
 AD5698
 AD5698. The following values were computed from the NAD 83(2011) position.
 AD5698
 AD5698;                    North         East     Units Scale Factor Converg.
 AD5698;SPC FL E     -   195,129.983   285,297.627   MT  1.00003098   +0 22 30.2
 AD5698;SPC FL E     -   640,188.95    936,013.96   sFT  1.00003098   +0 22 30.2
 AD5698;UTM  17      - 2,886,195.387   585,268.524   MT  0.99968977   +0 22 30.2
 AD5698
 AD5698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD5698!SPC FL E     -   1.00000367  x   1.00003098  =   1.00003465
 AD5698!UTM  17      -   1.00000367  x   0.99968977  =   0.99969344
 AD5698
 AD5698:                Primary Azimuth Mark                     Grid Az
 AD5698:SPC FL E     -  X 235                                    087 38 16.6
 AD5698:UTM  17      -  X 235                                    087 38 16.6
 AD5698
 AD5698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8526886195(NAD 83)
 AD5698
 AD5698|---------------------------------------------------------------------|
 AD5698| PID    Reference Object                     Distance      Geod. Az  |
 AD5698|                                                           dddmmss.s |
 AD5698| AD2481 X 235                               APPROX. 0.5 KM 0880046.8 |
 AD5698|---------------------------------------------------------------------|
 AD5698
 AD5698                          SUPERSEDED SURVEY CONTROL
 AD5698
 AD5698  NAD 83(2007)-  26 05 32.63020(N)    080 08 50.38068(W) AD(2002.00) 0
 AD5698  ELLIP H (02/10/07)  -23.334  (m)                       GP(2002.00)    
 AD5698  NAD 83(1999)-  26 05 32.63023(N)    080 08 50.38069(W) AD(       ) 1
 AD5698  ELLIP H (12/12/02)  -23.328  (m)                       GP(       ) 4 1
 AD5698  NAVD 88               2.27   (m)            7.4    (f) LEVELING    3  
 AD5698  NGVD 29 (09/01/92)    2.755  (m)            9.04   (f) ADJUSTED    1 2
 AD5698
 AD5698.Superseded values are not recommended for survey control.
 AD5698
 AD5698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5698.See file dsdata.pdf to determine how the superseded data were derived.
 AD5698
 AD5698_MARKER: DB = BENCH MARK DISK
 AD5698_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD5698+WITH SETTING: PAVEMENT
 AD5698_SP_SET: FLAGPOLE BASE
 AD5698_STAMPING: BC 190
 AD5698_MARK LOGO: BCE
 AD5698_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5698+STABILITY: SURFACE MOTION
 AD5698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5698+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2008
 AD5698
 AD5698  HISTORY     - Date     Condition        Report By
 AD5698  HISTORY     - 1978     MONUMENTED       FL-011
 AD5698  HISTORY     - 19910628 GOOD             USPSQD
 AD5698  HISTORY     - 19960123 GOOD             USPSQD
 AD5698  HISTORY     - 19980121 GOOD             USPSQD
 AD5698  HISTORY     - 20011018 GOOD             LDBLS
 AD5698  HISTORY     - 20020512 GOOD             MAPTEC
 AD5698  HISTORY     - 20071219 GOOD             INDIV
 AD5698  HISTORY     - 20080512 GOOD             FLDT
 AD5698  HISTORY     - 20140722 MARK NOT FOUND   FLDT
 AD5698
 AD5698                          STATION DESCRIPTION
 AD5698
 AD5698'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5698'FORT LAUDERDALE.
 AD5698'THE BENCH MARK IS LOCATED AT THE INTERSECTION OF STATE ROAD 84,
 AD5698'AND SW 4TH AVENUE IN THE SOUTHWEST CORNER. MARK BEARS 15 FEET
 AD5698'NORTH OF THE CENTER LINE OF A CIRCULAR DRIVE, 45 FEET SOUTH OF
 AD5698'THE SOUTH EDGE OF A CONCRETE SIDEWALK, 100 FEET SOUTH OF THE CENTER
 AD5698'LINE OF THE MEDIAN OF STATE ROAD 84, 185 FEET WEST OF THE CENTER
 AD5698'LINE OF SW 4TH AVENUE, SET IN THE NORTHEAST CORNER OF A CONCRETE
 AD5698'BASE FOR A FLAG POLE 45 FEET NORTH OF THE ENTRANCE DOOR TO THE
 AD5698'NATIONAL GUARD ARMORY. DISK WAS CHIPPED PRIOR TO LEVELING. DISK
 AD5698'IS A STANDARD BROWARD COUNTY BRASS DISK.
 AD5698
 AD5698                          STATION RECOVERY (1991)
 AD5698
 AD5698'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5698'RECOVERED IN GOOD CONDITION.
 AD5698
 AD5698                          STATION RECOVERY (1996)
 AD5698
 AD5698'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5698'RECOVERED IN GOOD CONDITION.
 AD5698
 AD5698                          STATION RECOVERY (1998)
 AD5698
 AD5698'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5698'RECOVERED IN GOOD CONDITION.
 AD5698
 AD5698                          STATION RECOVERY (2001)
 AD5698
 AD5698'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD5698'THE MARK IS ABOUT 1.3 KM (0.81 MI) WEST OF PORT EVERGLADES IN SECTION
 AD5698'15, TOWNSHIP 50 SOUTH, RANGE 42 EAST, BROWARD COUNTY, FLORIDA.
 AD5698'OWNERSHIP--ARMY NATIONAL GUARD.
 AD5698'
 AD5698'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AD5698'U.S.  HIGHWAY 27 (I-75 EXIT 13, NEAR ANDYTOWN) GO EAST ON INTERSTATE
 AD5698'HIGHWAY 75 8.1 KM (5.04 MI) TO THE JUNCTION WITH INTERSTATE HIGHWAY
 AD5698'595 EAST, EXIT RIGHT ONTO INTERSTATE HIGHWAY 595 EAST, AND GO EAST
 AD5698'ALONG INTERSTATE HIGHWAY 595 16.3 KM (10.13 MI) TO THE JUNCTION WITH
 AD5698'STATE ROAD 84, GO EAST ON STATE ROAD 84 6.2 KM (3.85 MI) TO THE
 AD5698'STATION ON THE RIGHT. ALSO TO REACH THE MARK FROM THE INTERSECTION OF
 AD5698'STATE ROAD 84 AND EISENHOWER BOULEVARD IN PORT EVERGLADES, GO WEST ON
 AD5698'STATE ROAD 84 1.0 KM (0.62 MI) TO THE ENTRANCE-EXIT OF PORT
 AD5698'EVERGLADES, CONTINUE WEST ON STATE ROAD 84 1.3 KM (0.81 MI) TO THE
 AD5698'STATION ON THE LEFT.
 AD5698'
 AD5698'THE MARK IS 55.47 M (182.0 FT) WEST OF THE CENTERLINE OF SW 4TH
 AD5698'AVENUE, 28.65 M (94.0 FT) SOUTH OF THE CENTERLINE OF STATE ROAD 84,
 AD5698'12.62 M (41.4 FT) SOUTH OF THE SOUTH EDGE A CONCRETE WALK, AND 12.50 M
 AD5698'(41.0 FT) NORTH OF THE ENTRANCE DOORS OF THE NATIONAL GUARD ARMORY,
 AD5698'THE MARK IS A DISK SET FLUSH IN THE NORTHEAST CORNER OF A CONCRETE
 AD5698'FLAGPOLE FOUNDATION, FLUSH WITH THE LEVEL OF THE GROUND AND ABOUT THE
 AD5698'SAME LEVEL AS THE HIGHWAY.
 AD5698
 AD5698                          STATION RECOVERY (2002)
 AD5698
 AD5698'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD5698'RECOVERED IN GOOD CONDITION.
 AD5698
 AD5698                          STATION RECOVERY (2007)
 AD5698
 AD5698'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (DF)
 AD5698'RECOVERED IN GOOD CONDITION.
 AD5698
 AD5698                          STATION RECOVERY (2008)
 AD5698
 AD5698'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2008 (PED)
 AD5698'RECOVERED IN GOOD CONDITION.
 AD5698
 AD5698                          STATION RECOVERY (2014)
 AD5698
 AD5698'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2014 (PED)
 AD5698'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7048 ***********************************************************************
 AG7048  DESIGNATION -  190 C OF SP
 AG7048  PID         -  AG7048
 AG7048  STATE/COUNTY-  FL/PINELLAS
 AG7048  COUNTRY     -  US
 AG7048  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7048
 AG7048                         *CURRENT SURVEY CONTROL
 AG7048  ______________________________________________________________________
 AG7048* NAD 83(1986) POSITION- 27 46 17.     (N) 082 42 43.     (W)   SCALED
 AG7048* NAVD 88 ORTHO HEIGHT -     5.983 (meters)       19.63  (feet) ADJUSTED
 AG7048  ______________________________________________________________________
 AG7048  GEOID HEIGHT    -        -24.426 (meters)                     GEOID18
 AG7048  DYNAMIC HEIGHT  -          5.974 (meters)       19.60  (feet) COMP
 AG7048  MODELED GRAVITY -    979,175.7   (mgal)                       NAVD 88
 AG7048
 AG7048  VERT ORDER      -  SECOND    CLASS II
 AG7048
 AG7048.The horizontal coordinates were scaled from a map and have
 AG7048.an estimated accuracy of +/- 6 seconds.
 AG7048
 AG7048.The orthometric height was determined by differential leveling and
 AG7048.adjusted by the NATIONAL GEODETIC SURVEY
 AG7048.in June 1991.
 AG7048
 AG7048.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7048.GEOID18 height accuracy estimate available here.
 AG7048
 AG7048.Click photographs - Photos may exist for this station.
 AG7048
 AG7048.The dynamic height is computed by dividing the NAVD 88
 AG7048.geopotential number by the normal gravity value computed on the
 AG7048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7048.degrees latitude (g = 980.6199 gals.).
 AG7048
 AG7048.The modeled gravity was interpolated from observed gravity values.
 AG7048
 AG7048;                    North         East    Units  Estimated Accuracy
 AG7048;SPC FL W     -   381,080.      129,830.      MT  (+/- 180 meters Scaled)
 AG7048
 AG7048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL313730(NAD 83)
 AG7048
 AG7048                          SUPERSEDED SURVEY CONTROL
 AG7048
 AG7048  NGVD 29 (??/??/92)    6.253  (m)           20.52   (f) ADJ UNCH    2 2
 AG7048
 AG7048.Superseded values are not recommended for survey control.
 AG7048
 AG7048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7048.See file dsdata.pdf to determine how the superseded data were derived.
 AG7048
 AG7048_MARKER: DB = BENCH MARK DISK
 AG7048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7048_PROJECTION: RECESSED 3 CENTIMETERS
 AG7048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7048+STABILITY: SURFACE MOTION
 AG7048
 AG7048  HISTORY     - Date     Condition        Report By
 AG7048  HISTORY     - UNK      MONUMENTED       FL2730
 AG7048  HISTORY     - 1977     GOOD             FL-103
 AG7048  HISTORY     - 20040116 MARK NOT FOUND   USPSQD
 AG7048
 AG7048                          STATION DESCRIPTION
 AG7048
 AG7048'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7048'IN ST PETERSBURG.
 AG7048'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR
 AG7048'595 59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN EASTERLY ON
 AG7048'SR 595 FOR 0.10 MILE TO THE INTERSECTION OF 58TH ST. N. TURN RIGHT
 AG7048'AND RUN SOUTHERLY ON 58TH ST. N. FOR 0.50 MILE TO THE INTERSECTION OF
 AG7048'1ST AVE. S. STATION ON RIGHT, S.W. CORNER 30.6 FT. WEST OF THE
 AG7048'CENTERLINE OF 58TH ST., 67.5 FT. SOUTH OF THE CENTERLINE OF 1ST AVE.
 AG7048'S., 18.4 FT. S.E. OF THE CENTERLINE OF AN ASPHALT DRIVE TO WOODLAWN
 AG7048'MEMORY GARDEN CEMETERY, 2.5 FT. SOUTH OF A CONCRETE LIGHT POLE NO
 AG7048'NUMBER, 0.3 FT. WEST OF THE BACK OF SIDEWALK. SET IN THE TOP OF A
 AG7048'CONCRETE POST THAT IS 1 INCH BELOW THE GROUND.
 AG7048
 AG7048                          STATION RECOVERY (2004)
 AG7048
 AG7048'RECOVERY NOTE BY US POWER SQUADRON 2004 (SGR)
 AG7048'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3356 ***********************************************************************
 DQ3356  DESIGNATION -  19045 A
 DQ3356  PID         -  DQ3356
 DQ3356  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3356  COUNTRY     -  US
 DQ3356  USGS QUAD   -  PLANT CITY EAST (2018)
 DQ3356
 DQ3356                         *CURRENT SURVEY CONTROL
 DQ3356  ______________________________________________________________________
 DQ3356* NAD 83(1986) POSITION- 28 06 38.4    (N) 082 07 17.6    (W)   HD_HELD2
 DQ3356* NAVD 88 ORTHO HEIGHT -    29.272 (meters)       96.04  (feet) ADJUSTED
 DQ3356  ______________________________________________________________________
 DQ3356  GEOID HEIGHT    -        -25.985 (meters)                     GEOID18
 DQ3356  DYNAMIC HEIGHT  -         29.229 (meters)       95.90  (feet) COMP
 DQ3356  MODELED GRAVITY -    979,170.5   (mgal)                       NAVD 88
 DQ3356
 DQ3356  VERT ORDER      -  FIRST     CLASS II
 DQ3356
 DQ3356.The horizontal coordinates were established by autonomous hand held GPS
 DQ3356.observations and have an estimated accuracy of +/- 10 meters.
 DQ3356
 DQ3356.The orthometric height was determined by differential leveling and
 DQ3356.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3356.in October 2016.
 DQ3356
 DQ3356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3356.GEOID18 height accuracy estimate available here.
 DQ3356
 DQ3356.Click photographs - Photos may exist for this station.
 DQ3356
 DQ3356.The dynamic height is computed by dividing the NAVD 88
 DQ3356.geopotential number by the normal gravity value computed on the
 DQ3356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3356.degrees latitude (g = 980.6199 gals.).
 DQ3356
 DQ3356.The modeled gravity was interpolated from observed gravity values.
 DQ3356
 DQ3356;                    North         East    Units  Estimated Accuracy
 DQ3356;SPC FL W     -   418,478.      188,057.      MT  (+/- 10 meters HH2 GPS)
 DQ3356
 DQ3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8983409969(NAD 83)
 DQ3356
 DQ3356                          SUPERSEDED SURVEY CONTROL
 DQ3356
 DQ3356.No superseded survey control is available for this station.
 DQ3356
 DQ3356_MARKER: DD = SURVEY DISK
 DQ3356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3356_STAMPING: 19045 A 2008
 DQ3356_MARK LOGO: SWFWMD
 DQ3356_PROJECTION: FLUSH
 DQ3356_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3356+STABILITY: SURFACE MOTION
 DQ3356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3356+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2016
 DQ3356
 DQ3356  HISTORY     - Date     Condition        Report By
 DQ3356  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3356  HISTORY     - 20160518 GOOD             FLDEP
 DQ3356
 DQ3356                          STATION DESCRIPTION
 DQ3356
 DQ3356'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3356'THE MARK IS ABOUT 9.2 MI (14.8 KM) SOUTH-SOUTHEAST OF ZEPHYRHILLS, 7.4
 DQ3356'MI (11.9 KM) WEST-SOUTHWEST OF SOCRUM, 6.4 MI (10.3 KM) NORTH OF PLANT
 DQ3356'CITY, IN ESTIMATED SECTION 28, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3356'
 DQ3356'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3356'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3356'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3356'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3356'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM) TO 7806 U.S.
 DQ3356'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) AND A DIM ROAD ENTRANCE TO AUDUBON
 DQ3356'RANCH ON THE RIGHT.  TURN RIGHT ON THE DIM ROAD AND GO EAST CROSSING
 DQ3356'OVER A RAILROAD TRACK TO A METAL GATE ENTRANCE TO AUDUBON RANCH.
 DQ3356'CONTINUE EAST ON THE DIM ROAD PASSING THROUGH THE GATE FOR 1.45 MI
 DQ3356'(2.33 KM) TO THE INTERSECTION OD A METAL CATTLE GATE ON THE LEFT AND A
 DQ3356'DIM ROAD LEADING SOUTH TO A METAL GATE ON THE RIGHT.  TURN RIGHT ON
 DQ3356'THE DIM ROAD AND GO SOUTH FOR 0.1 MI (0.2 KM) TO A METAL CATTLE GATE.
 DQ3356'CONTINUE THROUGH THE GATE ENTRANCE NOW ON A TWO RUT GRASS COVERED
 DQ3356'TRAIL AND GO SOUTH FOR 0.15 MI (0.24 KM) TO A METAL CATTLE GATE.
 DQ3356'CONTINUE SOUTH-SOUTHEAST THROUGH THE GATE ENTRANCE ON THE TWO RUT
 DQ3356'GRASS COVERED TRAIL FOR 0.3 MI (0.5 KM) TO WELL SITE 19045 ON THE LEFT
 DQ3356'AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH
 DQ3356'A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DQ3356'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, FLUSH WITH THE GROUND AND LEVEL
 DQ3356'WITH THE DIM TRAIL.
 DQ3356'
 DQ3356'LOCATED 122.8 FT (37.4 M) EAST OF SURVEY MARK 19045 B, 18.4 FT (5.6 M)
 DQ3356'EAST OF WELL SITE 19045, 15.0 FT (4.6 M) WEST OF A CYPRESS TREE LINE
 DQ3356'AND 0.6 FT (18 CM) WEST OF A CARSONITE WITNESS POST.
 DQ3356'
 DQ3356'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3356'MANAGEMENT AT 352-796-7211.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3355 ***********************************************************************
 DQ3355  DESIGNATION -  19045 B
 DQ3355  PID         -  DQ3355
 DQ3355  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3355  COUNTRY     -  US
 DQ3355  USGS QUAD   -  PLANT CITY EAST (2018)
 DQ3355
 DQ3355                         *CURRENT SURVEY CONTROL
 DQ3355  ______________________________________________________________________
 DQ3355* NAD 83(1986) POSITION- 28 06 38.1    (N) 082 07 18.9    (W)   HD_HELD2
 DQ3355* NAVD 88 ORTHO HEIGHT -    29.632 (meters)       97.22  (feet) ADJUSTED
 DQ3355  ______________________________________________________________________
 DQ3355  GEOID HEIGHT    -        -25.983 (meters)                     GEOID18
 DQ3355  DYNAMIC HEIGHT  -         29.589 (meters)       97.08  (feet) COMP
 DQ3355  MODELED GRAVITY -    979,170.5   (mgal)                       NAVD 88
 DQ3355
 DQ3355  VERT ORDER      -  FIRST     CLASS II
 DQ3355
 DQ3355.The horizontal coordinates were established by autonomous hand held GPS
 DQ3355.observations and have an estimated accuracy of +/- 10 meters.
 DQ3355
 DQ3355.The orthometric height was determined by differential leveling and
 DQ3355.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3355.in October 2016.
 DQ3355
 DQ3355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3355.GEOID18 height accuracy estimate available here.
 DQ3355
 DQ3355.Click photographs - Photos may exist for this station.
 DQ3355
 DQ3355.The dynamic height is computed by dividing the NAVD 88
 DQ3355.geopotential number by the normal gravity value computed on the
 DQ3355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3355.degrees latitude (g = 980.6199 gals.).
 DQ3355
 DQ3355.The modeled gravity was interpolated from observed gravity values.
 DQ3355
 DQ3355;                    North         East    Units  Estimated Accuracy
 DQ3355;SPC FL W     -   418,469.      188,021.      MT  (+/- 10 meters HH2 GPS)
 DQ3355
 DQ3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8979909960(NAD 83)
 DQ3355
 DQ3355                          SUPERSEDED SURVEY CONTROL
 DQ3355
 DQ3355.No superseded survey control is available for this station.
 DQ3355
 DQ3355_MARKER: DD = SURVEY DISK
 DQ3355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3355_STAMPING: 19045 B 2008
 DQ3355_MARK LOGO: SWFWMD
 DQ3355_PROJECTION: FLUSH
 DQ3355_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3355+STABILITY: SURFACE MOTION
 DQ3355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3355+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2016
 DQ3355
 DQ3355  HISTORY     - Date     Condition        Report By
 DQ3355  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3355  HISTORY     - 20160518 GOOD             FLDEP
 DQ3355
 DQ3355                          STATION DESCRIPTION
 DQ3355
 DQ3355'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3355'THE MARK IS ABOUT 9.2 MI (14.8 KM) SOUTH-SOUTHEAST OF ZEPHYRHILLS, 7.4
 DQ3355'MI (11.9 KM) WEST-SOUTHWEST OF SOCRUM, 6.4 MI (10.3 KM) NORTH OF PLANT
 DQ3355'CITY, IN ESTIMATED SECTION 29, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3355'
 DQ3355'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3355'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3355'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3355'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3355'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM) TO 7806 U.S.
 DQ3355'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) AND A DIM ROAD ENTRANCE TO AUDUBON
 DQ3355'RANCH ON THE RIGHT.  TURN RIGHT ON THE DIM ROAD AND GO EAST CROSSING
 DQ3355'OVER A RAILROAD TRACK TO A METAL GATE ENTRANCE TO AUDUBON RANCH.
 DQ3355'CONTINUE EAST ON THE DIM ROAD PASSING THROUGH THE GATE FOR 1.45 MI
 DQ3355'(2.33 KM) TO THE INTERSECTION OF A METAL CATTLE GATE ON THE LEFT AND A
 DQ3355'DIM ROAD LEADING SOUTH TO A METAL GATE ON THE RIGHT.  TURN RIGHT ON
 DQ3355'THE DIM ROAD AND GO SOUTH FOR 0.1 MI (0.2 KM) TO A METAL CATTLE GATE.
 DQ3355'CONTINUE THROUGH THE GATE ENTRANCE NOW ON A TWO RUT GRASS COVERED
 DQ3355'TRAIL AND GO SOUTH FOR 0.15 MI (0.24 KM) TO A METAL CATTLE GATE.
 DQ3355'CONTINUE SOUTH-SOUTHEAST THROUGH THE GATE ENTRANCE ON THE TWO RUT
 DQ3355'GRASS COVERED TRAIL FOR 0.3 MI (0.5 KM) TO WELL SITE 19045 ON THE LEFT
 DQ3355'AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH
 DQ3355'A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DQ3355'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, FLUSH WITH THE GROUND AND LEVEL
 DQ3355'WITH THE DIM TRAIL.
 DQ3355'
 DQ3355'LOCATED 137.0 FT (41.8 M) WEST OF A CYPRESS TREE LINE, 122.8 FT (37.4
 DQ3355'M) WEST OF SURVEY MARK 19045 A, 104.0 FT (31.7 M) WEST OF WELL SITE
 DQ3355'19045 AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DQ3355'
 DQ3355'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3355'MANAGEMENT AT 352-796-7211.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2048 ***********************************************************************
 DO2048  DESIGNATION -  19070 A
 DO2048  PID         -  DO2048
 DO2048  STATE/COUNTY-  FL/POLK
 DO2048  COUNTRY     -  US
 DO2048  USGS QUAD   -  LAKELAND (2018)
 DO2048
 DO2048                         *CURRENT SURVEY CONTROL
 DO2048  ______________________________________________________________________
 DO2048* NAD 83(1986) POSITION- 28 01 44.51   (N) 081 58 10.04   (W)   HD_HELD1
 DO2048* NAVD 88 ORTHO HEIGHT -    49.763 (meters)      163.26  (feet) ADJUSTED
 DO2048  ______________________________________________________________________
 DO2048  GEOID HEIGHT    -        -26.070 (meters)                     GEOID18
 DO2048  DYNAMIC HEIGHT  -         49.689 (meters)      163.02  (feet) COMP
 DO2048  MODELED GRAVITY -    979,167.3   (mgal)                       NAVD 88
 DO2048
 DO2048  VERT ORDER      -  SECOND    CLASS I
 DO2048
 DO2048.The horizontal coordinates were determined by differentially corrected
 DO2048.hand held GPS observations or other comparable positioning techniques
 DO2048.and have an estimated accuracy of +/- 3 meters.
 DO2048
 DO2048.The orthometric height was determined by differential leveling and
 DO2048.adjusted by the NATIONAL GEODETIC SURVEY
 DO2048.in December 2012.
 DO2048
 DO2048.No vertical observational check was made to the station.
 DO2048
 DO2048.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2048.GEOID18 height accuracy estimate available here.
 DO2048
 DO2048.Click photographs - Photos may exist for this station.
 DO2048
 DO2048.The dynamic height is computed by dividing the NAVD 88
 DO2048.geopotential number by the normal gravity value computed on the
 DO2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2048.degrees latitude (g = 980.6199 gals.).
 DO2048
 DO2048.The modeled gravity was interpolated from observed gravity values.
 DO2048
 DO2048;                    North         East    Units  Estimated Accuracy
 DO2048;SPC FL W     -   409,426.3     203,003.4     MT  (+/- 3 meters HH1 GPS) 
 DO2048
 DO2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0470300797(NAD 83)
 DO2048
 DO2048                          SUPERSEDED SURVEY CONTROL
 DO2048
 DO2048.No superseded survey control is available for this station.
 DO2048
 DO2048_MARKER: DD = SURVEY DISK
 DO2048_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO2048_STAMPING: 19070 A 2011
 DO2048_MARK LOGO: SWFWMD
 DO2048_PROJECTION: RECESSED 5 CENTIMETERS
 DO2048_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO2048_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2048_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2048+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2011
 DO2048_ROD/PIPE-DEPTH: 4.1 meters
 DO2048
 DO2048  HISTORY     - Date     Condition        Report By
 DO2048  HISTORY     - 20110719 MONUMENTED       FLDEP
 DO2048  HISTORY     - 20131021 GOOD             FL1690
 DO2048
 DO2048                          STATION DESCRIPTION
 DO2048
 DO2048'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2048'THE MARK IS ABOUT 8.8 MI (14.2 KM) EAST OF PLANT CITY, 8.6 MI (13.8
 DO2048'KM) SOUTH OF PROVIDENCE, 1.4 MI (2.3 KM) WEST-SOUTHWEST OF LAKELAND,
 DO2048'IN SECTION 24, TOWNSHIP 28 SOUTH, RANGE 23 EAST.
 DO2048'
 DO2048'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98, STATE ROAD
 DO2048'37 (SOUTH FLORIDA AVENUE), U.S. HIGHWAY 98 (BARTOW ROAD) AND GEORGE
 DO2048'JENKINS BOULEVARD IN LAKELAND, GO WEST ON GEORGE JENKINS BOULEVARD FOR
 DO2048'0.25 MI (0.4 KM) TO THE INTERSECTION OF COUNTY ROAD 563 (MARTIN LUTHER
 DO2048'KING AVENUE).  TURN LEFT ON COUNTY ROAD 563 (MARTIN LUTHER KING
 DO2048'AVENUE) AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF LAKE
 DO2048'WIRE DRIVE.  TURN LEFT ON LAKE WIRE DRIVE (BECOMING SIKES BOULEVARD)
 DO2048'AND GO SOUTH FOR 1.55 MI (2.5 KM) TO THE JUNCTION OF LAKE HUNTER DRIVE
 DO2048'ON THE LEFT.  TURN LEFT ON LAKE HUNTER DRIVE AND GO SOUTHEAST FOR
 DO2048'ABOUT 150.0 FT (45.7 M) TO A CULVERT CROSSING, A GRASS ROAD ON THE
 DO2048'LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO2048'DEPTH OF 13.5 FT (4.1 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN
 DO2048'A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO2048'THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF LAKE HUNTER
 DO2048'DRIVE.
 DO2048'
 DO2048'LOCATED 96.0 FT (29.3 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DO2048'OF LAKE HUNTER DRIVE WESTBOUND LANES, 89.3 FT (27.2 M) NORTHWEST OF
 DO2048'THE NORTHWEST END OF A CONCRETE CULVERT HEADWALL, 69.5 FT (21.2 M)
 DO2048'NORTH OF THE NORTHEAST EDGE OF A CONCRETE SIDEWALK, 50.4 FT (15.4 M)
 DO2048'SOUTH OF SURVEY MARK 19070 B AND 2.0 FT (0.6 M) EAST OF A CARSONITE
 DO2048'WITNESS POST.
 DO2048'
 DO2048'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO2048'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO2048
 DO2048                          STATION RECOVERY (2013)
 DO2048
 DO2048'RECOVERY NOTE BY CITY OF LAKELAND FLORIDA 2013 (HLB)
 DO2048'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2049 ***********************************************************************
 DO2049  DESIGNATION -  19070 B
 DO2049  PID         -  DO2049
 DO2049  STATE/COUNTY-  FL/POLK
 DO2049  COUNTRY     -  US
 DO2049  USGS QUAD   -  LAKELAND (2018)
 DO2049
 DO2049                         *CURRENT SURVEY CONTROL
 DO2049  ______________________________________________________________________
 DO2049* NAD 83(1986) POSITION- 28 01 45.01   (N) 081 58 10.07   (W)   HD_HELD1
 DO2049* NAVD 88 ORTHO HEIGHT -    49.694 (meters)      163.04  (feet) ADJUSTED
 DO2049  ______________________________________________________________________
 DO2049  GEOID HEIGHT    -        -26.070 (meters)                     GEOID18
 DO2049  DYNAMIC HEIGHT  -         49.621 (meters)      162.80  (feet) COMP
 DO2049  MODELED GRAVITY -    979,167.3   (mgal)                       NAVD 88
 DO2049
 DO2049  VERT ORDER      -  SECOND    CLASS I
 DO2049
 DO2049.The horizontal coordinates were determined by differentially corrected
 DO2049.hand held GPS observations or other comparable positioning techniques
 DO2049.and have an estimated accuracy of +/- 3 meters.
 DO2049
 DO2049.The orthometric height was determined by differential leveling and
 DO2049.adjusted by the NATIONAL GEODETIC SURVEY
 DO2049.in December 2012.
 DO2049
 DO2049.No vertical observational check was made to the station.
 DO2049
 DO2049.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2049.GEOID18 height accuracy estimate available here.
 DO2049
 DO2049.Click photographs - Photos may exist for this station.
 DO2049
 DO2049.The dynamic height is computed by dividing the NAVD 88
 DO2049.geopotential number by the normal gravity value computed on the
 DO2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2049.degrees latitude (g = 980.6199 gals.).
 DO2049
 DO2049.The modeled gravity was interpolated from observed gravity values.
 DO2049
 DO2049;                    North         East    Units  Estimated Accuracy
 DO2049;SPC FL W     -   409,441.7     203,002.6     MT  (+/- 3 meters HH1 GPS) 
 DO2049
 DO2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0470200812(NAD 83)
 DO2049
 DO2049                          SUPERSEDED SURVEY CONTROL
 DO2049
 DO2049.No superseded survey control is available for this station.
 DO2049
 DO2049_MARKER: DD = SURVEY DISK
 DO2049_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO2049_STAMPING: 19070 B 2011
 DO2049_MARK LOGO: SWFWMD
 DO2049_PROJECTION: RECESSED 5 CENTIMETERS
 DO2049_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO2049_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2049+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2011
 DO2049_ROD/PIPE-DEPTH: 4.2 meters
 DO2049
 DO2049  HISTORY     - Date     Condition        Report By
 DO2049  HISTORY     - 20110719 MONUMENTED       FLDEP
 DO2049  HISTORY     - 20131021 GOOD             FL1690
 DO2049
 DO2049                          STATION DESCRIPTION
 DO2049
 DO2049'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2049'THE MARK IS ABOUT 8.8 MI (14.2 KM) EAST OF PLANT CITY, 8.6 MI (13.8
 DO2049'KM) SOUTH OF PROVIDENCE, 1.4 MI (2.3 KM) WEST-SOUTHWEST OF LAKELAND,
 DO2049'IN SECTION 24, TOWNSHIP 28 SOUTH, RANGE 23 EAST.
 DO2049'
 DO2049'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98, STATE ROAD
 DO2049'37 (SOUTH FLORIDA AVENUE), U.S. HIGHWAY 98 (BARTOW ROAD) AND GEORGE
 DO2049'JENKINS BOULEVARD IN LAKELAND, GO WEST ON GEORGE JENKINS BOULEVARD FOR
 DO2049'0.25 MI (0.4 KM) TO THE INTERSECTION OF COUNTY ROAD 563 (MARTIN LUTHER
 DO2049'KING AVENUE).  TURN LEFT ON COUNTY ROAD 563 (MARTIN LUTHER KING
 DO2049'AVENUE) AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF LAKE
 DO2049'WIRE DRIVE.  TURN LEFT ON LAKE WIRE DRIVE (BECOMING SIKES BOULEVARD)
 DO2049'AND GO SOUTH FOR 1.55 MI (2.5 KM) TO THE JUNCTION OF LAKE HUNTER DRIVE
 DO2049'ON THE LEFT.  TURN LEFT ON LAKE HUNTER DRIVE AND GO SOUTHEAST FOR
 DO2049'ABOUT 150.0 FT (45.7 M) TO A CULVERT CROSSING, A GRASS ROAD ON THE
 DO2049'LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO2049'DEPTH OF 13.9 FT (4.2 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN
 DO2049'A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO2049'THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF LAKE HUNTER
 DO2049'DRIVE.
 DO2049'
 DO2049'LOCATED 145.0 FT (44.2 M) NORTH-NORTHEAST OF THE APPROXIMATE
 DO2049'CENTERLINE OF LAKE HUNTER DRIVE WESTBOUND LANES, 137.5 FT (41.9 M)
 DO2049'NORTH-NORTHWEST OF THE NORTHWEST END OF A CONCRETE CULVERT HEADWALL,
 DO2049'116.0 FT (35.4 M) NORTH OF THE NORTHEAST EDGE OF A CONCRETE SIDEWALK,
 DO2049'50.4 FT (15.4 M) NORTH OF SURVEY MARK 19070 A AND 1.3 FT (0.4 M) EAST
 DO2049'OF A CARSONITE WITNESS POST.
 DO2049'
 DO2049'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO2049'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO2049
 DO2049                          STATION RECOVERY (2013)
 DO2049
 DO2049'RECOVERY NOTE BY CITY OF LAKELAND FLORIDA 2013 (HLB)
 DO2049'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2046 ***********************************************************************
 DO2046  DESIGNATION -  19072 A
 DO2046  PID         -  DO2046
 DO2046  STATE/COUNTY-  FL/POLK
 DO2046  COUNTRY     -  US
 DO2046  USGS QUAD   -  LAKELAND (2018)
 DO2046
 DO2046                         *CURRENT SURVEY CONTROL
 DO2046  ______________________________________________________________________
 DO2046* NAD 83(1986) POSITION- 28 02 48.34   (N) 081 58 50.53   (W)   HD_HELD1
 DO2046* NAVD 88 ORTHO HEIGHT -    45.326 (meters)      148.71  (feet) ADJUSTED
 DO2046  ______________________________________________________________________
 DO2046  GEOID HEIGHT    -        -26.111 (meters)                     GEOID18
 DO2046  DYNAMIC HEIGHT  -         45.259 (meters)      148.49  (feet) COMP
 DO2046  MODELED GRAVITY -    979,166.2   (mgal)                       NAVD 88
 DO2046
 DO2046  VERT ORDER      -  SECOND    CLASS I
 DO2046
 DO2046.The horizontal coordinates were determined by differentially corrected
 DO2046.hand held GPS observations or other comparable positioning techniques
 DO2046.and have an estimated accuracy of +/- 3 meters.
 DO2046
 DO2046.The orthometric height was determined by differential leveling and
 DO2046.adjusted by the NATIONAL GEODETIC SURVEY
 DO2046.in December 2012.
 DO2046
 DO2046.No vertical observational check was made to the station.
 DO2046
 DO2046.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2046.GEOID18 height accuracy estimate available here.
 DO2046
 DO2046.Click photographs - Photos may exist for this station.
 DO2046
 DO2046.The dynamic height is computed by dividing the NAVD 88
 DO2046.geopotential number by the normal gravity value computed on the
 DO2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2046.degrees latitude (g = 980.6199 gals.).
 DO2046
 DO2046.The modeled gravity was interpolated from observed gravity values.
 DO2046
 DO2046;                    North         East    Units  Estimated Accuracy
 DO2046;SPC FL W     -   411,390.9     201,897.2     MT  (+/- 3 meters HH1 GPS) 
 DO2046
 DO2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0361302770(NAD 83)
 DO2046
 DO2046                          SUPERSEDED SURVEY CONTROL
 DO2046
 DO2046.No superseded survey control is available for this station.
 DO2046
 DO2046_MARKER: DD = SURVEY DISK
 DO2046_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO2046_STAMPING: 19072 A 2011
 DO2046_MARK LOGO: SWFWMD
 DO2046_PROJECTION: RECESSED 5 CENTIMETERS
 DO2046_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO2046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2046+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2018
 DO2046_ROD/PIPE-DEPTH: 4.8 meters
 DO2046
 DO2046  HISTORY     - Date     Condition        Report By
 DO2046  HISTORY     - 20110719 MONUMENTED       FLDEP
 DO2046  HISTORY     - 20131021 GOOD             FL1690
 DO2046  HISTORY     - 20180306 GOOD             AMEC
 DO2046
 DO2046                          STATION DESCRIPTION
 DO2046
 DO2046'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2046'THE MARK IS ABOUT 8.3 MI (13.4 KM) EAST-NORTHEAST OF PLANT CITY, 7.4
 DO2046'MI (11.9 KM) SOUTH OF PROVIDENCE, 1.9 MI (3.1 KM) WEST-NORTHWEST OF
 DO2046'LAKELAND, IN SECTION 14, TOWNSHIP 28 SOUTH, RANGE 23 EAST.
 DO2046'
 DO2046'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98, STATE ROAD
 DO2046'37 (SOUTH FLORIDA AVENUE), U.S. HIGHWAY 98 (BARTOW ROAD) AND GEORGE
 DO2046'JENKINS BOULEVARD IN LAKELAND, GO WEST ON GEORGE JENKINS BOULEVARD FOR
 DO2046'1.55 MI (2.5 KM) TO THE JUNCTION OF NORTH BRUNNELL PARKWAY ON THE
 DO2046'RIGHT.  TURN RIGHT ON NORTH BRUNNELL PARKWAY AND GO NORTH FOR 0.25 MI
 DO2046'(0.4 KM) TO THE JUNCTION OF A TRAILER PARK ENTRANCE (UNMARKED AND
 DO2046'KNOWN AS CHUB STREET) ON THE LEFT AND THE MARK ON THE LEFT, AN
 DO2046'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 15.6 FT (4.8 M) WITH AN
 DO2046'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DO2046'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.4 FT
 DO2046'(12 CM) ABOVE THE LEVEL OF NORTH BRUNNELL PARKWAY.
 DO2046'
 DO2046'LOCATED 26.4 FT (8.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF CHUB
 DO2046'STREET, 23.0 FT (7.0 M) NORTH OF A CHAIN LINK FENCE CORNER POST, 15.3
 DO2046'FT (4.7 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF NORTH
 DO2046'BRUNNELL PARKWAY, 1.6 FT (0.5 M) EAST OF POWER POLE NUMBER 143750 AND
 DO2046'1.4 FT (0.4 M) EAST OF A CARSONITE WITNESS POST.
 DO2046'
 DO2046'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO2046'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO2046
 DO2046                          STATION RECOVERY (2013)
 DO2046
 DO2046'RECOVERY NOTE BY CITY OF LAKELAND FLORIDA 2013 (HLB)
 DO2046'RECOVERED IN GOOD CONDITION.
 DO2046
 DO2046                          STATION RECOVERY (2018)
 DO2046
 DO2046'RECOVERY NOTE BY AMEC EARTH & ENVIRONMENTAL 2018 (JH)
 DO2046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2047 ***********************************************************************
 DO2047  DESIGNATION -  19072 B
 DO2047  PID         -  DO2047
 DO2047  STATE/COUNTY-  FL/POLK
 DO2047  COUNTRY     -  US
 DO2047  USGS QUAD   -  LAKELAND (2018)
 DO2047
 DO2047                         *CURRENT SURVEY CONTROL
 DO2047  ______________________________________________________________________
 DO2047* NAD 83(1986) POSITION- 28 02 48.9    (N) 081 58 50.3    (W)   HD_HELD2
 DO2047* NAVD 88 ORTHO HEIGHT -    45.237 (meters)      148.42  (feet) ADJUSTED
 DO2047  ______________________________________________________________________
 DO2047  GEOID HEIGHT    -        -26.112 (meters)                     GEOID18
 DO2047  DYNAMIC HEIGHT  -         45.171 (meters)      148.20  (feet) COMP
 DO2047  MODELED GRAVITY -    979,166.2   (mgal)                       NAVD 88
 DO2047
 DO2047  VERT ORDER      -  SECOND    CLASS I
 DO2047
 DO2047.The horizontal coordinates were established by autonomous hand held GPS
 DO2047.observations and have an estimated accuracy of +/- 10 meters.
 DO2047
 DO2047.The orthometric height was determined by differential leveling and
 DO2047.adjusted by the NATIONAL GEODETIC SURVEY
 DO2047.in December 2012.
 DO2047
 DO2047.No vertical observational check was made to the station.
 DO2047
 DO2047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2047.GEOID18 height accuracy estimate available here.
 DO2047
 DO2047.Click photographs - Photos may exist for this station.
 DO2047
 DO2047.The dynamic height is computed by dividing the NAVD 88
 DO2047.geopotential number by the normal gravity value computed on the
 DO2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2047.degrees latitude (g = 980.6199 gals.).
 DO2047
 DO2047.The modeled gravity was interpolated from observed gravity values.
 DO2047
 DO2047;                    North         East    Units  Estimated Accuracy
 DO2047;SPC FL W     -   411,408.      201,903.      MT  (+/- 10 meters HH2 GPS)
 DO2047
 DO2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0362002787(NAD 83)
 DO2047
 DO2047                          SUPERSEDED SURVEY CONTROL
 DO2047
 DO2047.No superseded survey control is available for this station.
 DO2047
 DO2047_MARKER: DD = SURVEY DISK
 DO2047_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2047_SP_SET: CULVERT HEADWALL
 DO2047_STAMPING: 19072 B 2011
 DO2047_MARK LOGO: FLDEP
 DO2047_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2047+STABILITY: SURFACE MOTION
 DO2047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2047+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2018
 DO2047
 DO2047  HISTORY     - Date     Condition        Report By
 DO2047  HISTORY     - 20110719 MONUMENTED       FLDEP
 DO2047  HISTORY     - 20180306 GOOD             AMEC
 DO2047
 DO2047                          STATION DESCRIPTION
 DO2047
 DO2047'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2047'THE MARK IS ABOUT 8.3 MI (13.4 KM) EAST-NORTHEAST OF PLANT CITY, 7.4
 DO2047'MI (11.9 KM) SOUTH OF PROVIDENCE, 1.9 MI (3.1 KM) WEST-NORTHWEST OF
 DO2047'LAKELAND, IN SECTION 14, TOWNSHIP 28 SOUTH, RANGE 23 EAST.
 DO2047'
 DO2047'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98, STATE ROAD
 DO2047'37 (SOUTH FLORIDA AVENUE), U.S. HIGHWAY 98 (BARTOW ROAD) AND GEORGE
 DO2047'JENKINS BOULEVARD IN LAKELAND, GO WEST ON GEORGE JENKINS BOULEVARD FOR
 DO2047'1.55 MI (2.5 KM) TO THE JUNCTION OF NORTH BRUNNELL PARKWAY ON THE
 DO2047'RIGHT.  TURN RIGHT ON NORTH BRUNNELL PARKWAY AND GO NORTH FOR 0.25 MI
 DO2047'(0.4 KM) TO THE JUNCTION OF A TRAILER PARK ENTRANCE (UNMARKED AND
 DO2047'KNOWN AS CHUB STREET) ON THE LEFT AND THE MARK ON THE RIGHT, SET FLUSH
 DO2047'IN THE TOP OF A CONCRETE CULVERT HEADWALL ABOUT 0.3 FT (9 CM) ABOVE
 DO2047'THE LEVEL OF NORTH BRUNNELL PARKWAY.
 DO2047'
 DO2047'LOCATED 31.2 FT (9.5 M) SOUTH OF THE NORTH END OF A CONCRETE CULVERT
 DO2047'HEADWALL, 28.9 FT (8.8 M) EAST OF THE APPROXIMATE CENTERLINE OF NORTH
 DO2047'BRUNNELL PARKWAY, 5.7 FT (1.7 M) NORTH OF THE SOUTH END OF A CONCRETE
 DO2047'CULVERT HEADWALL, 1.5 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST
 DO2047'AND 0.6 FT (18 CM) EAST OF A CHAIN LINK FENCE.
 DO2047
 DO2047                          STATION RECOVERY (2018)
 DO2047
 DO2047'RECOVERY NOTE BY AMEC EARTH & ENVIRONMENTAL 2018 (JH)
 DO2047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2043 ***********************************************************************
 DO2043  DESIGNATION -  19073 A
 DO2043  PID         -  DO2043
 DO2043  STATE/COUNTY-  FL/POLK
 DO2043  COUNTRY     -  US
 DO2043  USGS QUAD   -  LAKELAND (2018)
 DO2043
 DO2043                         *CURRENT SURVEY CONTROL
 DO2043  ______________________________________________________________________
 DO2043* NAD 83(1986) POSITION- 28 02 43.85   (N) 081 57 34.00   (W)   HD_HELD1
 DO2043* NAVD 88 ORTHO HEIGHT -    59.578 (meters)      195.47  (feet) ADJUSTED
 DO2043  ______________________________________________________________________
 DO2043  GEOID HEIGHT    -        -26.157 (meters)                     GEOID18
 DO2043  DYNAMIC HEIGHT  -         59.489 (meters)      195.17  (feet) COMP
 DO2043  MODELED GRAVITY -    979,165.5   (mgal)                       NAVD 88
 DO2043
 DO2043  VERT ORDER      -  SECOND    CLASS I
 DO2043
 DO2043.The horizontal coordinates were determined by differentially corrected
 DO2043.hand held GPS observations or other comparable positioning techniques
 DO2043.and have an estimated accuracy of +/- 3 meters.
 DO2043
 DO2043.The orthometric height was determined by differential leveling and
 DO2043.adjusted by the NATIONAL GEODETIC SURVEY
 DO2043.in December 2012.
 DO2043
 DO2043.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2043.GEOID18 height accuracy estimate available here.
 DO2043
 DO2043.Click photographs - Photos may exist for this station.
 DO2043
 DO2043.The dynamic height is computed by dividing the NAVD 88
 DO2043.geopotential number by the normal gravity value computed on the
 DO2043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2043.degrees latitude (g = 980.6199 gals.).
 DO2043
 DO2043.The modeled gravity was interpolated from observed gravity values.
 DO2043
 DO2043;                    North         East    Units  Estimated Accuracy
 DO2043;SPC FL W     -   411,253.2     203,987.2     MT  (+/- 3 meters HH1 GPS) 
 DO2043
 DO2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0570202615(NAD 83)
 DO2043
 DO2043                          SUPERSEDED SURVEY CONTROL
 DO2043
 DO2043.No superseded survey control is available for this station.
 DO2043
 DO2043_MARKER: DD = SURVEY DISK
 DO2043_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO2043_STAMPING: 19073 A 2011
 DO2043_MARK LOGO: SWFWMD
 DO2043_PROJECTION: RECESSED 5 CENTIMETERS
 DO2043_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO2043_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2043_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2043+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2011
 DO2043_ROD/PIPE-DEPTH: 11.8 meters
 DO2043
 DO2043  HISTORY     - Date     Condition        Report By
 DO2043  HISTORY     - 20110719 MONUMENTED       FLDEP
 DO2043  HISTORY     - 20131021 GOOD             FL1690
 DO2043
 DO2043                          STATION DESCRIPTION
 DO2043
 DO2043'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2043'THE MARK IS ABOUT 9.2 MI (14.8 KM) SOUTH-SOUTHEAST OF SOCRUM, 7.5 MI
 DO2043'(12.1 KM) SOUTH OF PROVIDENCE, 0.7 MI (1.1 KM) NORTHWEST OF LAKELAND,
 DO2043'IN SECTION 13, TOWNSHIP 28 SOUTH, RANGE 23 EAST.
 DO2043'
 DO2043'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98, STATE ROAD
 DO2043'37 (SOUTH FLORIDA AVENUE), U.S. HIGHWAY 98 (BARTOW ROAD) AND GEORGE
 DO2043'JENKINS BOULEVARD IN LAKELAND, GO SOUTH ON STATE ROAD 37 (SOUTH
 DO2043'FLORIDA AVENUE) FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF WEST PINE
 DO2043'STREET ON THE RIGHT.  TURN RIGHT ON WEST PINE STREET AND GO WEST FOR
 DO2043'0.1 MI (0.2 KM) TO THE JUNCTION OF LAKE WIRE DRIVE.  TURN LEFT ON LAKE
 DO2043'WIRE DRIVE AND GO SOUTHWEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF
 DO2043'NORTH NEW YORK AVENUE ON THE LEFT AND THE MARK ON THE RIGHT, AN
 DO2043'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 38.7 FT (11.8 M) WITH AN
 DO2043'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DO2043'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 3.0 FT
 DO2043'(0.9 M) BELOW THE LEVEL OF LAKE WIRE DRIVE.
 DO2043'
 DO2043'LOCATED 95.7 FT (29.2 M) SOUTHWEST OF SURVEY MARK 19073 B, 69.9 FT
 DO2043'(21.3 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF LAKE WIRE DRIVE,
 DO2043'24.0 FT (7.3 M) WEST OF THE NORTHWEST CORNER OF A CONCRETE AND STONE
 DO2043'RETAINING WALL, 20.4 FT (6.2 M) NORTHWEST OF THE NORTHWEST EDGE OF A
 DO2043'CONCRETE SIDEWALK AND 1.3 FT (0.4 M) SOUTH OF A CARSONITE WITNESS
 DO2043'POST.
 DO2043'
 DO2043'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO2043'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO2043
 DO2043                          STATION RECOVERY (2013)
 DO2043
 DO2043'RECOVERY NOTE BY CITY OF LAKELAND FLORIDA 2013 (HLB)
 DO2043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2042 ***********************************************************************
 DO2042  DESIGNATION -  19073 B
 DO2042  PID         -  DO2042
 DO2042  STATE/COUNTY-  FL/POLK
 DO2042  COUNTRY     -  US
 DO2042  USGS QUAD   -  LAKELAND (2018)
 DO2042
 DO2042                         *CURRENT SURVEY CONTROL
 DO2042  ______________________________________________________________________
 DO2042* NAD 83(1986) POSITION- 28 02 44.30   (N) 081 57 33.14   (W)   HD_HELD1
 DO2042* NAVD 88 ORTHO HEIGHT -    59.647 (meters)      195.69  (feet) ADJUSTED
 DO2042  ______________________________________________________________________
 DO2042  GEOID HEIGHT    -        -26.158 (meters)                     GEOID18
 DO2042  DYNAMIC HEIGHT  -         59.559 (meters)      195.40  (feet) COMP
 DO2042  MODELED GRAVITY -    979,165.5   (mgal)                       NAVD 88
 DO2042
 DO2042  VERT ORDER      -  SECOND    CLASS I
 DO2042
 DO2042.The horizontal coordinates were determined by differentially corrected
 DO2042.hand held GPS observations or other comparable positioning techniques
 DO2042.and have an estimated accuracy of +/- 3 meters.
 DO2042
 DO2042.The orthometric height was determined by differential leveling and
 DO2042.adjusted by the NATIONAL GEODETIC SURVEY
 DO2042.in December 2012.
 DO2042
 DO2042.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2042.GEOID18 height accuracy estimate available here.
 DO2042
 DO2042.Click photographs - Photos may exist for this station.
 DO2042
 DO2042.The dynamic height is computed by dividing the NAVD 88
 DO2042.geopotential number by the normal gravity value computed on the
 DO2042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2042.degrees latitude (g = 980.6199 gals.).
 DO2042
 DO2042.The modeled gravity was interpolated from observed gravity values.
 DO2042
 DO2042;                    North         East    Units  Estimated Accuracy
 DO2042;SPC FL W     -   411,267.1     204,010.7     MT  (+/- 3 meters HH1 GPS) 
 DO2042
 DO2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0572502629(NAD 83)
 DO2042
 DO2042                          SUPERSEDED SURVEY CONTROL
 DO2042
 DO2042.No superseded survey control is available for this station.
 DO2042
 DO2042_MARKER: DD = SURVEY DISK
 DO2042_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO2042_STAMPING: 19073 B 2011
 DO2042_MARK LOGO: SWFWMD
 DO2042_PROJECTION: RECESSED 5 CENTIMETERS
 DO2042_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO2042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2042+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2011
 DO2042_ROD/PIPE-DEPTH: 13.8 meters
 DO2042
 DO2042  HISTORY     - Date     Condition        Report By
 DO2042  HISTORY     - 20110719 MONUMENTED       FLDEP
 DO2042  HISTORY     - 20131021 GOOD             FL1690
 DO2042
 DO2042                          STATION DESCRIPTION
 DO2042
 DO2042'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2042'THE MARK IS ABOUT 9.2 MI (14.8 KM) SOUTH-SOUTHEAST OF SOCRUM, 7.5 MI
 DO2042'(12.1 KM) SOUTH OF PROVIDENCE, 0.7 MI (1.1 KM) NORTHWEST OF LAKELAND,
 DO2042'IN SECTION 13, TOWNSHIP 28 SOUTH, RANGE 23 EAST.
 DO2042'
 DO2042'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98, STATE ROAD
 DO2042'37 (SOUTH FLORIDA AVENUE), U.S. HIGHWAY 98 (BARTOW ROAD) AND GEORGE
 DO2042'JENKINS BOULEVARD IN LAKELAND, GO SOUTH ON STATE ROAD 37 (SOUTH
 DO2042'FLORIDA AVENUE) FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF WEST PINE
 DO2042'STREET ON THE RIGHT.  TURN RIGHT ON WEST PINE STREET AND GO WEST FOR
 DO2042'0.1 MI (0.2 KM) TO THE JUNCTION OF LAKE WIRE DRIVE.  TURN LEFT ON LAKE
 DO2042'WIRE DRIVE AND GO SOUTHWEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF
 DO2042'NORTH NEW YORK AVENUE ON THE LEFT AND THE MARK ON THE RIGHT, AN
 DO2042'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 45.3 FT (13.8 M) WITH AN
 DO2042'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DO2042'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 3.0 FT
 DO2042'(0.9 M) BELOW THE LEVEL OF LAKE WIRE DRIVE.
 DO2042'
 DO2042'LOCATED 95.7 FT (29.2 M) NORTHEAST OF SURVEY MARK 19073 A, 65.9 FT
 DO2042'(20.1 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF LAKE WIRE DRIVE,
 DO2042'60.0 FT (18.3 M) WEST OF A BLACK METAL STREET LIGHT, 24.4 FT (7.4 M)
 DO2042'NORTHWEST OF THE NORTHWEST EDGE OF A CONCRETE SIDEWALK AND 2.3 FT (0.7
 DO2042'M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DO2042'
 DO2042'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO2042'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO2042
 DO2042                          STATION RECOVERY (2013)
 DO2042
 DO2042'RECOVERY NOTE BY CITY OF LAKELAND FLORIDA 2013 (HLB)
 DO2042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2044 ***********************************************************************
 DO2044  DESIGNATION -  19074 A
 DO2044  PID         -  DO2044
 DO2044  STATE/COUNTY-  FL/POLK
 DO2044  COUNTRY     -  US
 DO2044  USGS QUAD   -  LAKELAND (2018)
 DO2044
 DO2044                         *CURRENT SURVEY CONTROL
 DO2044  ______________________________________________________________________
 DO2044* NAD 83(1986) POSITION- 28 02 28.4    (N) 081 58 01.8    (W)   HD_HELD2
 DO2044* NAVD 88 ORTHO HEIGHT -    55.874 (meters)      183.31  (feet) ADJUSTED
 DO2044  ______________________________________________________________________
 DO2044  GEOID HEIGHT    -        -26.122 (meters)                     GEOID18
 DO2044  DYNAMIC HEIGHT  -         55.791 (meters)      183.04  (feet) COMP
 DO2044  MODELED GRAVITY -    979,166.2   (mgal)                       NAVD 88
 DO2044
 DO2044  VERT ORDER      -  SECOND    CLASS I
 DO2044
 DO2044.The horizontal coordinates were established by autonomous hand held GPS
 DO2044.observations and have an estimated accuracy of +/- 10 meters.
 DO2044
 DO2044.The orthometric height was determined by differential leveling and
 DO2044.adjusted by the NATIONAL GEODETIC SURVEY
 DO2044.in December 2012.
 DO2044
 DO2044.No vertical observational check was made to the station.
 DO2044
 DO2044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2044.GEOID18 height accuracy estimate available here.
 DO2044
 DO2044.Click photographs - Photos may exist for this station.
 DO2044
 DO2044.The dynamic height is computed by dividing the NAVD 88
 DO2044.geopotential number by the normal gravity value computed on the
 DO2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2044.degrees latitude (g = 980.6199 gals.).
 DO2044
 DO2044.The modeled gravity was interpolated from observed gravity values.
 DO2044
 DO2044;                    North         East    Units  Estimated Accuracy
 DO2044;SPC FL W     -   410,777.      203,228.      MT  (+/- 10 meters HH2 GPS)
 DO2044
 DO2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0493902145(NAD 83)
 DO2044
 DO2044                          SUPERSEDED SURVEY CONTROL
 DO2044
 DO2044.No superseded survey control is available for this station.
 DO2044
 DO2044_MARKER: DD = SURVEY DISK
 DO2044_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2044_SP_SET: UTILITY HEADWALL
 DO2044_STAMPING: 19074 A 2011
 DO2044_MARK LOGO: FLDEP
 DO2044_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2044+STABILITY: SURFACE MOTION
 DO2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2044+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2011
 DO2044
 DO2044  HISTORY     - Date     Condition        Report By
 DO2044  HISTORY     - 20110719 MONUMENTED       FLDEP
 DO2044
 DO2044                          STATION DESCRIPTION
 DO2044
 DO2044'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2044'THE MARK IS ABOUT 9.1 MI (14.6 KM) EAST OF PLANT CITY, 7.7 MI (12.4
 DO2044'KM) SOUTH OF PROVIDENCE, 1.1 MI (1.8 KM) WEST OF LAKELAND, IN SECTION
 DO2044'13, TOWNSHIP 28 SOUTH, RANGE 23 EAST.
 DO2044'
 DO2044'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98, STATE ROAD
 DO2044'37 (SOUTH FLORIDA AVENUE), U.S. HIGHWAY 98 (BARTOW ROAD) AND GEORGE
 DO2044'JENKINS BOULEVARD IN LAKELAND, GO SOUTH ON STATE ROAD 37 (SOUTH
 DO2044'FLORIDA AVENUE) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF WEST LEMON
 DO2044'STREET ON THE RIGHT.  TURN RIGHT ON WEST LEMON STREET AND GO WEST FOR
 DO2044'0.6 MI (1.0 KM) TO THE JUNCTION OF LAKE BEULAH DRIVE ON THE LEFT.
 DO2044'TURN LEFT ON LAKE BEULAH DRIVE AND GO SOUTH FOR ABOUT 175.0 FT (53.3
 DO2044'M) TO A LIFT STATION AND STAFF GAUGE ON THE RIGHT AND THE MARK ON THE
 DO2044'RIGHT, A DISK SET FLUSH IN THE TOP OF A CONCRETE UTILITY HEADWALL
 DO2044'ABOUT 0.5 FT (15 CM) ABOVE THE LEVEL OF LAKE BEULAH DRIVE.
 DO2044'
 DO2044'LOCATED 82.0 FT (25.0 M) NORTH OF SURVEY MARK 19074 B, 24.8 FT (7.6 M)
 DO2044'WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF LAKE BEULAH DRIVE,
 DO2044'22.5 FT (6.9 M) NORTH-NORTHWEST OF A POWER POLE NUMBER 849, 8.0 FT
 DO2044'(2.4 M) EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK AND 0.8 FT (24
 DO2044'CM) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2045 ***********************************************************************
 DO2045  DESIGNATION -  19074 B
 DO2045  PID         -  DO2045
 DO2045  STATE/COUNTY-  FL/POLK
 DO2045  COUNTRY     -  US
 DO2045  USGS QUAD   -  LAKELAND (2018)
 DO2045
 DO2045                         *CURRENT SURVEY CONTROL
 DO2045  ______________________________________________________________________
 DO2045* NAD 83(1986) POSITION- 28 02 27.70   (N) 081 58 01.82   (W)   HD_HELD1
 DO2045* NAVD 88 ORTHO HEIGHT -    55.057 (meters)      180.63  (feet) ADJUSTED
 DO2045  ______________________________________________________________________
 DO2045  GEOID HEIGHT    -        -26.121 (meters)                     GEOID18
 DO2045  DYNAMIC HEIGHT  -         54.976 (meters)      180.37  (feet) COMP
 DO2045  MODELED GRAVITY -    979,166.2   (mgal)                       NAVD 88
 DO2045
 DO2045  VERT ORDER      -  SECOND    CLASS I
 DO2045
 DO2045.The horizontal coordinates were determined by differentially corrected
 DO2045.hand held GPS observations or other comparable positioning techniques
 DO2045.and have an estimated accuracy of +/- 3 meters.
 DO2045
 DO2045.The orthometric height was determined by differential leveling and
 DO2045.adjusted by the NATIONAL GEODETIC SURVEY
 DO2045.in December 2012.
 DO2045
 DO2045.No vertical observational check was made to the station.
 DO2045
 DO2045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2045.GEOID18 height accuracy estimate available here.
 DO2045
 DO2045.Click photographs - Photos may exist for this station.
 DO2045
 DO2045.The dynamic height is computed by dividing the NAVD 88
 DO2045.geopotential number by the normal gravity value computed on the
 DO2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2045.degrees latitude (g = 980.6199 gals.).
 DO2045
 DO2045.The modeled gravity was interpolated from observed gravity values.
 DO2045
 DO2045;                    North         East    Units  Estimated Accuracy
 DO2045;SPC FL W     -   410,755.8     203,227.6     MT  (+/- 3 meters HH1 GPS) 
 DO2045
 DO2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0493802124(NAD 83)
 DO2045
 DO2045                          SUPERSEDED SURVEY CONTROL
 DO2045
 DO2045.No superseded survey control is available for this station.
 DO2045
 DO2045_MARKER: DD = SURVEY DISK
 DO2045_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO2045_STAMPING: 19074 B 2011
 DO2045_MARK LOGO: SWFWMD
 DO2045_PROJECTION: RECESSED 5 CENTIMETERS
 DO2045_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO2045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2045+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2011
 DO2045_ROD/PIPE-DEPTH: 3.8 meters
 DO2045
 DO2045  HISTORY     - Date     Condition        Report By
 DO2045  HISTORY     - 20110719 MONUMENTED       FLDEP
 DO2045  HISTORY     - 20131021 GOOD             FL1690
 DO2045
 DO2045                          STATION DESCRIPTION
 DO2045
 DO2045'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2045'THE MARK IS ABOUT 9.1 MI (14.6 KM) EAST OF PLANT CITY, 7.7 MI (12.4
 DO2045'KM) SOUTH OF PROVIDENCE, 1.1 MI (1.8 KM) WEST OF LAKELAND IN SECTION
 DO2045'13, TOWNSHIP 28 SOUTH, RANGE 23 EAST.
 DO2045'
 DO2045'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98, STATE ROAD
 DO2045'37 (SOUTH FLORIDA AVENUE), U.S. HIGHWAY 98 (BARTOW ROAD) AND GEORGE
 DO2045'JENKINS BOULEVARD IN LAKELAND, GO SOUTH ON STATE ROAD 37 (SOUTH
 DO2045'FLORIDA AVENUE) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF WEST LEMON
 DO2045'STREET ON THE RIGHT.  TURN RIGHT ON WEST LEMON STREET AND GO WEST FOR
 DO2045'0.6 MI (1.0 KM) TO THE JUNCTION OF LAKE BEULAH DRIVE ON THE LEFT.
 DO2045'TURN LEFT ON LAKE BEULAH DRIVE AND GO SOUTH FOR ABOUT 175.0 FT (53.3
 DO2045'M) TO A LIFT STATION AND STAFF GAUGE ON THE RIGHT AND THE MARK ON THE
 DO2045'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.5 FT (3.8 M)
 DO2045'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DO2045'PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DO2045'2.0 FT (0.6 M) BELOW THE LEVEL OF LAKE BEULAH DRIVE.
 DO2045'
 DO2045'LOCATED 82.0 FT (25.0 M) SOUTH OF SURVEY MARK 19074 A, 59.5 FT (18.1
 DO2045'M) SOUTH OF A PUMP STATION ELECTRICAL PANEL, 43.2 FT (13.2 M)
 DO2045'WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF LAKE BEULAH DRIVE,
 DO2045'15.1 FT (4.6 M) WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK AND 1.3
 DO2045'FT (0.4 M) EAST OF A CARSONITE WITNESS POST.
 DO2045'
 DO2045'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO2045'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO2045
 DO2045                          STATION RECOVERY (2013)
 DO2045
 DO2045'RECOVERY NOTE BY CITY OF LAKELAND FLORIDA 2013 (HLB)
 DO2045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9364 ***********************************************************************
 DO9364  DESIGNATION -  19082 A
 DO9364  PID         -  DO9364
 DO9364  STATE/COUNTY-  FL/POLK
 DO9364  COUNTRY     -  US
 DO9364  USGS QUAD   -  LAKELAND (2018)
 DO9364
 DO9364                         *CURRENT SURVEY CONTROL
 DO9364  ______________________________________________________________________
 DO9364* NAD 83(1986) POSITION- 28 01 16.1    (N) 081 56 17.8    (W)   HD_HELD2
 DO9364* NAVD 88 ORTHO HEIGHT -    40.252 (meters)      132.06  (feet) ADJUSTED
 DO9364  ______________________________________________________________________
 DO9364  GEOID HEIGHT    -        -26.118 (meters)                     GEOID18
 DO9364  DYNAMIC HEIGHT  -         40.193 (meters)      131.87  (feet) COMP
 DO9364  MODELED GRAVITY -    979,166.8   (mgal)                       NAVD 88
 DO9364
 DO9364  VERT ORDER      -  SECOND    CLASS I
 DO9364
 DO9364.The horizontal coordinates were established by autonomous hand held GPS
 DO9364.observations and have an estimated accuracy of +/- 10 meters.
 DO9364
 DO9364.The orthometric height was determined by differential leveling and
 DO9364.adjusted by the NATIONAL GEODETIC SURVEY
 DO9364.in January 2014.
 DO9364
 DO9364.No vertical observational check was made to the station.
 DO9364
 DO9364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9364.GEOID18 height accuracy estimate available here.
 DO9364
 DO9364.Click photographs - Photos may exist for this station.
 DO9364
 DO9364.The dynamic height is computed by dividing the NAVD 88
 DO9364.geopotential number by the normal gravity value computed on the
 DO9364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9364.degrees latitude (g = 980.6199 gals.).
 DO9364
 DO9364.The modeled gravity was interpolated from observed gravity values.
 DO9364
 DO9364;                    North         East    Units  Estimated Accuracy
 DO9364;SPC FL W     -   408,553.      206,070.      MT  (+/- 10 meters HH2 GPS)
 DO9364
 DO9364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0776199898(NAD 83)
 DO9364
 DO9364                          SUPERSEDED SURVEY CONTROL
 DO9364
 DO9364.No superseded survey control is available for this station.
 DO9364
 DO9364_MARKER: DD = SURVEY DISK
 DO9364_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9364_STAMPING: 19082 A 2012
 DO9364_MARK LOGO: SWFWMD
 DO9364_PROJECTION: RECESSED 8 CENTIMETERS
 DO9364_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9364+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DO9364_ROD/PIPE-DEPTH: 8.7 meters
 DO9364
 DO9364  HISTORY     - Date     Condition        Report By
 DO9364  HISTORY     - 20120806 MONUMENTED       FLDEP
 DO9364
 DO9364                          STATION DESCRIPTION
 DO9364
 DO9364'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9364'THE MARK IS ABOUT 9.4 MI (15.1 KM) SOUTH-SOUTHEAST OF PROVIDENCE, 9.0
 DO9364'MI (14.5 KM) NORTH-NORTHEAST OF MULBERRY, 1.4 MI (2.3 KM)
 DO9364'SOUTH-SOUTHEAST OF LAKELAND, IN SECTION 29, TOWNSHIP 28 SOUTH, RANGE
 DO9364'24 EAST.
 DO9364'
 DO9364'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND SOUTH
 DO9364'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON U.S. HIGHWAY 98
 DO9364'FOR 1.7 MI (2.7 KM) TO THE INTERSECTION OF NORTH CRYSTAL LAKE DRIVE.
 DO9364'TURN LEFT ON NORTH CRYSTAL LAKE DRIVE AND GO WEST FOR 0.7 MI (1.1 KM)
 DO9364'TO THE T-JUNCTION OF LAKE HOLLINGSWORTH DRIVE.  TURN LEFT ON LAKE
 DO9364'HOLLINGSWORTH DRIVE AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE MARK ON
 DO9364'THE RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 28.6
 DO9364'FT (8.7 M) ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.3 FT (9
 DO9364'CM) BELOW THE LEVEL OF THE GROUND AND 1.5 FT (0.5 M) BELOW THE LEVEL
 DO9364'OF LAKE HOLLINGSWORTH DRIVE.
 DO9364'
 DO9364'LOCATED 76.2 FT (23.2 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DO9364'LAKE HOLLINGSWORTH DRIVE, 75.6 FT (23.0 M) NORTH OF A CONCRETE STREET
 DO9364'LIGHT, 53.7 FT (16.4 M) WEST-SOUTHWEST OF SURVEY MARK 19082 B, 30.4 FT
 DO9364'(9.3 M) NORTHWEST OF THE NORTH EDGE OF THE BIKE TRAIL AND 1.0 FT (0.3
 DO9364'M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DO9364'
 DO9364'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9363 ***********************************************************************
 DO9363  DESIGNATION -  19082 B
 DO9363  PID         -  DO9363
 DO9363  STATE/COUNTY-  FL/POLK
 DO9363  COUNTRY     -  US
 DO9363  USGS QUAD   -  LAKELAND (2018)
 DO9363
 DO9363                         *CURRENT SURVEY CONTROL
 DO9363  ______________________________________________________________________
 DO9363* NAD 83(1986) POSITION- 28 01 16.4    (N) 081 56 17.3    (W)   HD_HELD2
 DO9363* NAVD 88 ORTHO HEIGHT -    40.887 (meters)      134.14  (feet) ADJUSTED
 DO9363  ______________________________________________________________________
 DO9363  GEOID HEIGHT    -        -26.119 (meters)                     GEOID18
 DO9363  DYNAMIC HEIGHT  -         40.826 (meters)      133.94  (feet) COMP
 DO9363  MODELED GRAVITY -    979,166.8   (mgal)                       NAVD 88
 DO9363
 DO9363  VERT ORDER      -  SECOND    CLASS I
 DO9363
 DO9363.The horizontal coordinates were established by autonomous hand held GPS
 DO9363.observations and have an estimated accuracy of +/- 10 meters.
 DO9363
 DO9363.The orthometric height was determined by differential leveling and
 DO9363.adjusted by the NATIONAL GEODETIC SURVEY
 DO9363.in January 2014.
 DO9363
 DO9363.No vertical observational check was made to the station.
 DO9363
 DO9363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9363.GEOID18 height accuracy estimate available here.
 DO9363
 DO9363.Click photographs - Photos may exist for this station.
 DO9363
 DO9363.The dynamic height is computed by dividing the NAVD 88
 DO9363.geopotential number by the normal gravity value computed on the
 DO9363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9363.degrees latitude (g = 980.6199 gals.).
 DO9363
 DO9363.The modeled gravity was interpolated from observed gravity values.
 DO9363
 DO9363;                    North         East    Units  Estimated Accuracy
 DO9363;SPC FL W     -   408,562.      206,083.      MT  (+/- 10 meters HH2 GPS)
 DO9363
 DO9363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0777599907(NAD 83)
 DO9363
 DO9363                          SUPERSEDED SURVEY CONTROL
 DO9363
 DO9363.No superseded survey control is available for this station.
 DO9363
 DO9363_MARKER: DD = SURVEY DISK
 DO9363_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO9363_SP_SET: HEADWALL
 DO9363_STAMPING: 19082 B 2012
 DO9363_MARK LOGO: FLDEP
 DO9363_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9363+STABILITY: SURFACE MOTION
 DO9363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9363+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DO9363
 DO9363  HISTORY     - Date     Condition        Report By
 DO9363  HISTORY     - 20120806 MONUMENTED       FLDEP
 DO9363
 DO9363                          STATION DESCRIPTION
 DO9363
 DO9363'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9363'THE MARK IS ABOUT 9.4 MI (15.1 KM) SOUTH-SOUTHEAST OF PROVIDENCE, 9.0
 DO9363'MI (14.5 KM) NORTH-NORTHEAST OF MULBERRY, 1.4 MI (2.3 KM)
 DO9363'SOUTH-SOUTHEAST OF LAKELAND, IN SECTION 29, TOWNSHIP 28 SOUTH, RANGE
 DO9363'24 EAST.
 DO9363'
 DO9363'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND SOUTH
 DO9363'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON U.S. HIGHWAY 98
 DO9363'FOR 1.7 MI (2.7 KM) TO THE INTERSECTION OF NORTH CRYSTAL LAKE DRIVE.
 DO9363'TURN LEFT ON NORTH CRYSTAL LAKE DRIVE AND GO WEST FOR 0.7 MI (1.1 KM)
 DO9363'TO THE T-JUNCTION OF LAKE HOLLINGSWORTH DRIVE.  TURN LEFT ON LAKE
 DO9363'HOLLINGSWORTH DRIVE AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE MARK ON
 DO9363'THE RIGHT, SET FLUSH IN THE TOP OF A CONCRETE HEADWALL, 0.5 FT (15 CM)
 DO9363'ABOVE THE LEVEL OF LAKE HOLLINGSWORTH DRIVE.
 DO9363'
 DO9363'LOCATED 76.2 FT (23.2 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DO9363'LAKE HOLLINGSWORTH DRIVE, 75.6 FT (23.0 M) NORTH OF A CONCRETE STREET
 DO9363'LIGHT, 53.7 FT (16.4 M) EAST-NORTHEAST OF SURVEY MARK 19082 A, 30.4 FT
 DO9363'(9.3 M) NORTHWEST OF THE NORTH EDGE OF THE BIKE TRAIL AND 1.0 FT (0.3
 DO9363'M) SOUTHEAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2050 ***********************************************************************
 DO2050  DESIGNATION -  19084 A
 DO2050  PID         -  DO2050
 DO2050  STATE/COUNTY-  FL/POLK
 DO2050  COUNTRY     -  US
 DO2050  USGS QUAD   -  LAKELAND (2018)
 DO2050
 DO2050                         *CURRENT SURVEY CONTROL
 DO2050  ______________________________________________________________________
 DO2050* NAD 83(1986) POSITION- 28 02 16.98   (N) 081 57 01.09   (W)   HD_HELD1
 DO2050* NAVD 88 ORTHO HEIGHT -    54.243 (meters)      177.96  (feet) ADJUSTED
 DO2050  ______________________________________________________________________
 DO2050  GEOID HEIGHT    -        -26.151 (meters)                     GEOID18
 DO2050  DYNAMIC HEIGHT  -         54.163 (meters)      177.70  (feet) COMP
 DO2050  MODELED GRAVITY -    979,165.8   (mgal)                       NAVD 88
 DO2050
 DO2050  VERT ORDER      -  SECOND    CLASS I
 DO2050
 DO2050.The horizontal coordinates were determined by differentially corrected
 DO2050.hand held GPS observations or other comparable positioning techniques
 DO2050.and have an estimated accuracy of +/- 3 meters.
 DO2050
 DO2050.The orthometric height was determined by differential leveling and
 DO2050.adjusted by the NATIONAL GEODETIC SURVEY
 DO2050.in December 2012.
 DO2050
 DO2050.No vertical observational check was made to the station.
 DO2050
 DO2050.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2050.GEOID18 height accuracy estimate available here.
 DO2050
 DO2050.Click photographs - Photos may exist for this station.
 DO2050
 DO2050.The dynamic height is computed by dividing the NAVD 88
 DO2050.geopotential number by the normal gravity value computed on the
 DO2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2050.degrees latitude (g = 980.6199 gals.).
 DO2050
 DO2050.The modeled gravity was interpolated from observed gravity values.
 DO2050
 DO2050;                    North         East    Units  Estimated Accuracy
 DO2050;SPC FL W     -   410,426.4     204,886.3     MT  (+/- 3 meters HH1 GPS) 
 DO2050
 DO2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0659401781(NAD 83)
 DO2050
 DO2050                          SUPERSEDED SURVEY CONTROL
 DO2050
 DO2050.No superseded survey control is available for this station.
 DO2050
 DO2050_MARKER: DD = SURVEY DISK
 DO2050_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO2050_STAMPING: 19084 A 2011
 DO2050_MARK LOGO: SWFWMD
 DO2050_PROJECTION: RECESSED 5 CENTIMETERS
 DO2050_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO2050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2050+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2011
 DO2050_ROD/PIPE-DEPTH: 6.4 meters
 DO2050
 DO2050  HISTORY     - Date     Condition        Report By
 DO2050  HISTORY     - 20110719 MONUMENTED       FLDEP
 DO2050  HISTORY     - 20131021 GOOD             FL1690
 DO2050
 DO2050                          STATION DESCRIPTION
 DO2050
 DO2050'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2050'THE MARK IS ABOUT 9.9 MI (15.9 KM) SOUTH-SOUTHEAST OF SOCRUM, 8.1 MI
 DO2050'(13.0 KM) SOUTH OF PROVIDENCE, 0.1 MI (0.2 KM) SOUTH-SOUTHWEST OF
 DO2050'LAKELAND, IN SECTION 19, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO2050'
 DO2050'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98, STATE ROAD
 DO2050'37 (SOUTH FLORIDA AVENUE), U.S. HIGHWAY 98 (BARTOW ROAD) AND GEORGE
 DO2050'JENKINS BOULEVARD IN LAKELAND, GO EAST ON U.S. HIGHWAY 98 (BARTOW
 DO2050'ROAD) FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF SOUTH MASSACHUSETTS
 DO2050'AVENUE.  TURN RIGHT ON SOUTH MASSACHUSETTS AVENUE AND GO SOUTH FOR
 DO2050'0.65 MI (1.0 KM) TO THE JUNCTION OF LAKE MORTON DRIVE ON THE LEFT.
 DO2050'TURN LEFT ON LAKE MORTON DRIVE AND GO EAST AND SOUTHEAST FOR 0.35 MI
 DO2050'(0.6 KM) TO THE JUNCTION OF CHILDS STREET ON THE LEFT AND THE MARK ON
 DO2050'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 21.0 FT
 DO2050'(6.4 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM)
 DO2050'PVC PIPE RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE GROUND AND
 DO2050'ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF LAKE MORTON DRIVE.
 DO2050'
 DO2050'LOCATED 77.7 FT (23.7 M) WEST OF THE APPROXIMATE CENTERLINE OF LAKE
 DO2050'MORTON DRIVE, 54.3 FT (16.6 M) NORTH OF SURVEY MARK 19084 B, 14.3 FT
 DO2050'(4.4 M) SOUTH OF THE NORTH END OF A BRICK RETAINING WALL, 1.5 FT (0.5
 DO2050'M) EAST OF A BRICK RETAINING WALL AND 1.3 FT (0.4 M) EAST OF A
 DO2050'CARSONITE WITNESS POST.
 DO2050'
 DO2050'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO2050'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO2050
 DO2050                          STATION RECOVERY (2013)
 DO2050
 DO2050'RECOVERY NOTE BY CITY OF LAKELAND FLORIDA 2013 (HLB)
 DO2050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2051 ***********************************************************************
 DO2051  DESIGNATION -  19084 B
 DO2051  PID         -  DO2051
 DO2051  STATE/COUNTY-  FL/POLK
 DO2051  COUNTRY     -  US
 DO2051  USGS QUAD   -  LAKELAND (2018)
 DO2051
 DO2051                         *CURRENT SURVEY CONTROL
 DO2051  ______________________________________________________________________
 DO2051* NAD 83(1986) POSITION- 28 02 16.3    (N) 081 57 01.2    (W)   HD_HELD2
 DO2051* NAVD 88 ORTHO HEIGHT -    54.842 (meters)      179.93  (feet) ADJUSTED
 DO2051  ______________________________________________________________________
 DO2051  GEOID HEIGHT    -        -26.151 (meters)                     GEOID18
 DO2051  DYNAMIC HEIGHT  -         54.761 (meters)      179.66  (feet) COMP
 DO2051  MODELED GRAVITY -    979,165.8   (mgal)                       NAVD 88
 DO2051
 DO2051  VERT ORDER      -  SECOND    CLASS I
 DO2051
 DO2051.The horizontal coordinates were established by autonomous hand held GPS
 DO2051.observations and have an estimated accuracy of +/- 10 meters.
 DO2051
 DO2051.The orthometric height was determined by differential leveling and
 DO2051.adjusted by the NATIONAL GEODETIC SURVEY
 DO2051.in December 2012.
 DO2051
 DO2051.No vertical observational check was made to the station.
 DO2051
 DO2051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2051.GEOID18 height accuracy estimate available here.
 DO2051
 DO2051.Click photographs - Photos may exist for this station.
 DO2051
 DO2051.The dynamic height is computed by dividing the NAVD 88
 DO2051.geopotential number by the normal gravity value computed on the
 DO2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2051.degrees latitude (g = 980.6199 gals.).
 DO2051
 DO2051.The modeled gravity was interpolated from observed gravity values.
 DO2051
 DO2051;                    North         East    Units  Estimated Accuracy
 DO2051;SPC FL W     -   410,405.      204,883.      MT  (+/- 10 meters HH2 GPS)
 DO2051
 DO2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0659101760(NAD 83)
 DO2051
 DO2051                          SUPERSEDED SURVEY CONTROL
 DO2051
 DO2051.No superseded survey control is available for this station.
 DO2051
 DO2051_MARKER: DD = SURVEY DISK
 DO2051_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO2051+WITH SETTING: PAVEMENT
 DO2051_SP_SET: SLAB
 DO2051_STAMPING: 19084 B 2011
 DO2051_MARK LOGO: FLDEP
 DO2051_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2051+STABILITY: SURFACE MOTION
 DO2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2051+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2011
 DO2051
 DO2051  HISTORY     - Date     Condition        Report By
 DO2051  HISTORY     - 20110719 MONUMENTED       FLDEP
 DO2051
 DO2051                          STATION DESCRIPTION
 DO2051
 DO2051'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2051'THE MARK IS ABOUT 9.9 MI (15.9 KM) SOUTH-SOUTHEAST OF SOCRUM, 8.1 MI
 DO2051'(13.0 KM) SOUTH OF PROVIDENCE, 0.1 MI (0.2 KM) SOUTH-SOUTHWEST OF
 DO2051'LAKELAND, IN SECTION 19, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO2051'
 DO2051'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98, STATE ROAD
 DO2051'37 (SOUTH FLORIDA AVENUE), U.S. HIGHWAY 98 (BARTOW ROAD) AND GEORGE
 DO2051'JENKINS BOULEVARD IN LAKELAND, GO EAST ON U.S. HIGHWAY 98 (BARTOW
 DO2051'ROAD) FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF SOUTH MASSACHUSETTS
 DO2051'AVENUE.  TURN RIGHT ON SOUTH MASSACHUSETTS AVENUE AND GO SOUTH FOR
 DO2051'0.65 MI (1.0 KM) TO THE JUNCTION OF LAKE MORTON DRIVE.  TURN LEFT ON
 DO2051'LAKE MORTON DRIVE AND GO EAST AND SOUTHEAST FOR 0.35 MI (0.6 KM) TO
 DO2051'THE JUNCTION OF CHILDS STREET ON THE LEFT AND THE MARK ON THE RIGHT, A
 DO2051'DISK SET FLUSH IN THE TOP OF A CONCRETE SLAB ABOUT 0.5 FT (15 CM)
 DO2051'ABOVE THE LEVEL OF LAKE MORTON DRIVE.
 DO2051'
 DO2051'LOCATED 57.3 FT (17.5 M) WEST OF THE APPROXIMATE CENTERLINE OF LAKE
 DO2051'MORTON DRIVE, 54.3 FT (16.6 M) SOUTH OF SURVEY MARK 19084 A, 26.5 FT
 DO2051'(8.1 M) EAST OF A BRICK RETAINING WALL, 0.7 FT (21 CM) SOUTH OF A
 DO2051'CARSONITE WITNESS POST AND 0.5 FT (15 CM) SOUTH OF THE NORTH EDGE OF A
 DO2051'CONCRETE SLAB.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2052 ***********************************************************************
 DO2052  DESIGNATION -  19087 A
 DO2052  PID         -  DO2052
 DO2052  STATE/COUNTY-  FL/POLK
 DO2052  COUNTRY     -  US
 DO2052  USGS QUAD   -  LAKELAND (2018)
 DO2052
 DO2052                         *CURRENT SURVEY CONTROL
 DO2052  ______________________________________________________________________
 DO2052* NAD 83(1986) POSITION- 28 02 38.36   (N) 081 57 00.13   (W)   HD_HELD1
 DO2052* NAVD 88 ORTHO HEIGHT -    55.606 (meters)      182.43  (feet) ADJUSTED
 DO2052  ______________________________________________________________________
 DO2052  GEOID HEIGHT    -        -26.175 (meters)                     GEOID18
 DO2052  DYNAMIC HEIGHT  -         55.523 (meters)      182.16  (feet) COMP
 DO2052  MODELED GRAVITY -    979,165.3   (mgal)                       NAVD 88
 DO2052
 DO2052  VERT ORDER      -  SECOND    CLASS I
 DO2052
 DO2052.The horizontal coordinates were determined by differentially corrected
 DO2052.hand held GPS observations or other comparable positioning techniques
 DO2052.and have an estimated accuracy of +/- 3 meters.
 DO2052
 DO2052.The orthometric height was determined by differential leveling and
 DO2052.adjusted by the NATIONAL GEODETIC SURVEY
 DO2052.in December 2012.
 DO2052
 DO2052.No vertical observational check was made to the station.
 DO2052
 DO2052.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2052.GEOID18 height accuracy estimate available here.
 DO2052
 DO2052.Click photographs - Photos may exist for this station.
 DO2052
 DO2052.The dynamic height is computed by dividing the NAVD 88
 DO2052.geopotential number by the normal gravity value computed on the
 DO2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2052.degrees latitude (g = 980.6199 gals.).
 DO2052
 DO2052.The modeled gravity was interpolated from observed gravity values.
 DO2052
 DO2052;                    North         East    Units  Estimated Accuracy
 DO2052;SPC FL W     -   411,084.5     204,912.3     MT  (+/- 3 meters HH1 GPS) 
 DO2052
 DO2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0662502439(NAD 83)
 DO2052
 DO2052                          SUPERSEDED SURVEY CONTROL
 DO2052
 DO2052.No superseded survey control is available for this station.
 DO2052
 DO2052_MARKER: DD = SURVEY DISK
 DO2052_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO2052_STAMPING: 19087 A 2011
 DO2052_MARK LOGO: SWFWMD
 DO2052_PROJECTION: RECESSED 5 CENTIMETERS
 DO2052_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO2052_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2052+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2011
 DO2052_ROD/PIPE-DEPTH: 12.7 meters
 DO2052
 DO2052  HISTORY     - Date     Condition        Report By
 DO2052  HISTORY     - 20110719 MONUMENTED       FLDEP
 DO2052  HISTORY     - 20131021 GOOD             FL1690
 DO2052  HISTORY     - 20240208 GOOD             USPSQD
 DO2052
 DO2052                          STATION DESCRIPTION
 DO2052
 DO2052'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2052'THE MARK IS ABOUT 9.5 MI (15.3 KM) SOUTH-SOUTHEAST OF SOCRUM, 7.7 MI
 DO2052'(12.4 KM) SOUTH OF PROVIDENCE, 0.3 MI (0.5 KM) NORTH OF LAKELAND, IN
 DO2052'SECTION 18, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO2052'
 DO2052'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98, STATE ROAD
 DO2052'37 (SOUTH FLORIDA AVENUE), U.S. HIGHWAY 98 (BARTOW ROAD) AND GEORGE
 DO2052'JENKINS BOULEVARD IN LAKELAND, GO EAST AND SOUTHEAST ON U.S. HIGHWAY
 DO2052'98 (BARTOW ROAD) FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF EAST MAIN
 DO2052'STREET.  TURN RIGHT ON EAST MAIN STREET AND GO WEST FOR 0.15 MI (0.2
 DO2052'KM) TO THE JUNCTION OF LAKE MIRROR DRIVE ON THE RIGHT, SOUTH LAKE
 DO2052'AVENUE ON THE LEFT AND THE TEXAS CATTLE COMPANY RESTAURANT ON THE
 DO2052'LEFT, GO TO THE WEST END OF THE RESTAURANT PARKING LOT TO THE MARK, AN
 DO2052'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 41.6 FT (12.7 M) WITH AN
 DO2052'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DO2052'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT
 DO2052'(15 CM) BELOW THE LEVEL OF THE PARKING LOT.
 DO2052'
 DO2052'LOCATED 164.0 FT (50.0 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER POST
 DO2052'OF THE RESTAURANT, 159.3 FT (48.6 M) SOUTHEAST OF SURVEY MARK 19087 B,
 DO2052'6.7 FT (2.0 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A PARK CONCRETE
 DO2052'SIDEWALK, 6.6 FT (2.0 M) NORTHWEST OF THE NORTHWEST EDGE OF AN ASPHALT
 DO2052'PARKING LOT AND 1.6 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 DO2052'
 DO2052'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO2052'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO2052
 DO2052                          STATION RECOVERY (2013)
 DO2052
 DO2052'RECOVERY NOTE BY CITY OF LAKELAND FLORIDA 2013 (HLB)
 DO2052'RECOVERED IN GOOD CONDITION.
 DO2052
 DO2052                          STATION RECOVERY (2024)
 DO2052
 DO2052'RECOVERY NOTE BY US POWER SQUADRON 2024 (JJR)
 DO2052'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2053 ***********************************************************************
 DO2053  DESIGNATION -  19087 B
 DO2053  PID         -  DO2053
 DO2053  STATE/COUNTY-  FL/POLK
 DO2053  COUNTRY     -  US
 DO2053  USGS QUAD   -  LAKELAND (2018)
 DO2053
 DO2053                         *CURRENT SURVEY CONTROL
 DO2053  ______________________________________________________________________
 DO2053* NAD 83(1986) POSITION- 28 02 39.5    (N) 081 57 01.9    (W)   HD_HELD2
 DO2053* NAVD 88 ORTHO HEIGHT -    54.698 (meters)      179.46  (feet) ADJUSTED
 DO2053  ______________________________________________________________________
 DO2053  GEOID HEIGHT    -        -26.175 (meters)                     GEOID18
 DO2053  DYNAMIC HEIGHT  -         54.617 (meters)      179.19  (feet) COMP
 DO2053  MODELED GRAVITY -    979,165.3   (mgal)                       NAVD 88
 DO2053
 DO2053  VERT ORDER      -  SECOND    CLASS I
 DO2053
 DO2053.The horizontal coordinates were established by autonomous hand held GPS
 DO2053.observations and have an estimated accuracy of +/- 10 meters.
 DO2053
 DO2053.The orthometric height was determined by differential leveling and
 DO2053.adjusted by the NATIONAL GEODETIC SURVEY
 DO2053.in December 2012.
 DO2053
 DO2053.No vertical observational check was made to the station.
 DO2053
 DO2053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2053.GEOID18 height accuracy estimate available here.
 DO2053
 DO2053.Click photographs - Photos may exist for this station.
 DO2053
 DO2053.The dynamic height is computed by dividing the NAVD 88
 DO2053.geopotential number by the normal gravity value computed on the
 DO2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2053.degrees latitude (g = 980.6199 gals.).
 DO2053
 DO2053.The modeled gravity was interpolated from observed gravity values.
 DO2053
 DO2053;                    North         East    Units  Estimated Accuracy
 DO2053;SPC FL W     -   411,120.      204,864.      MT  (+/- 10 meters HH2 GPS)
 DO2053
 DO2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0657702474(NAD 83)
 DO2053
 DO2053                          SUPERSEDED SURVEY CONTROL
 DO2053
 DO2053.No superseded survey control is available for this station.
 DO2053
 DO2053_MARKER: DD = SURVEY DISK
 DO2053_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO2053_SP_SET: STEP
 DO2053_STAMPING: 19087 B 2011
 DO2053_MARK LOGO: FLDEP
 DO2053_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO2053+STABILITY: SURFACE MOTION
 DO2053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2053+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2011
 DO2053
 DO2053  HISTORY     - Date     Condition        Report By
 DO2053  HISTORY     - 20110719 MONUMENTED       FLDEP
 DO2053
 DO2053                          STATION DESCRIPTION
 DO2053
 DO2053'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2053'THE MARK IS ABOUT 9.5 MI (15.3 KM) SOUTH-SOUTHEAST OF SOCRUM, 7.6 MI
 DO2053'(12.2 KM) SOUTH OF PROVIDENCE, 0.4 MI (0.6 KM) NORTH OF LAKELAND, IN
 DO2053'SECTION 18, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO2053'
 DO2053'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98, STATE ROAD
 DO2053'37 (SOUTH FLORIDA AVENUE), U.S. HIGHWAY 98 (BARTOW ROAD) AND GEORGE
 DO2053'JENKINS BOULEVARD IN LAKELAND, GO EAST AND SOUTHEAST ON U.S. HIGHWAY
 DO2053'98 (BARTOW ROAD) FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF EAST MAIN
 DO2053'STREET.  TURN RIGHT ON EAST MAIN STREET AND GO WEST FOR 0.15 MI (0.2
 DO2053'KM) TO THE JUNCTION OF LAKE MIRROR DRIVE ON THE RIGHT AND SOUTH LAKE
 DO2053'AVENUE ON THE LEFT, GO TO THE WEST END OF THE LAKE MIRROR CITY PARK
 DO2053'AND THE MARK AT THE EAST SHORELINE, A DISK SET FLUSH IN A CONCRETE
 DO2053'STEP ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF THE PARK SIDEWALK.
 DO2053'
 DO2053'LOCATED 159.3 FT (48.6 M) NORTHWEST OF SURVEY MARK 19087 A, 39.5 FT
 DO2053'(12.0 M) NORTHWEST OF A SCULPTURE PEDESTAL, 6.6 FT (2.0 M) SOUTHWEST
 DO2053'OF THE APPROXIMATE CENTER OF A CONCRETE STAIRWAY, 0.7 FT (21 CM)
 DO2053'NORTHEAST OF A CONCRETE WALL AND 0.6 FT (18 CM) NORTHWEST OF A TOP
 DO2053'STEP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1868 ***********************************************************************
 DM1868  DESIGNATION -  19099 A
 DM1868  PID         -  DM1868
 DM1868  STATE/COUNTY-  FL/PASCO
 DM1868  COUNTRY     -  US
 DM1868  USGS QUAD   -  LUTZ (2018)
 DM1868
 DM1868                         *CURRENT SURVEY CONTROL
 DM1868  ______________________________________________________________________
 DM1868* NAD 83(1986) POSITION- 28 10 20.0    (N) 082 25 33.7    (W)   HD_HELD2
 DM1868* NAVD 88 ORTHO HEIGHT -    19.586 (meters)       64.26  (feet) ADJUSTED
 DM1868  ______________________________________________________________________
 DM1868  GEOID HEIGHT    -        -25.526 (meters)                     GEOID18
 DM1868  DYNAMIC HEIGHT  -         19.558 (meters)       64.17  (feet) COMP
 DM1868  MODELED GRAVITY -    979,190.6   (mgal)                       NAVD 88
 DM1868
 DM1868  VERT ORDER      -  FIRST     CLASS II
 DM1868
 DM1868.The horizontal coordinates were established by autonomous hand held GPS
 DM1868.observations and have an estimated accuracy of +/- 10 meters.
 DM1868
 DM1868.The orthometric height was determined by differential leveling and
 DM1868.adjusted by the NATIONAL GEODETIC SURVEY
 DM1868.in August 2010.
 DM1868
 DM1868.No vertical observational check was made to the station.
 DM1868
 DM1868.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1868.GEOID18 height accuracy estimate available here.
 DM1868
 DM1868.Click photographs - Photos may exist for this station.
 DM1868
 DM1868.The dynamic height is computed by dividing the NAVD 88
 DM1868.geopotential number by the normal gravity value computed on the
 DM1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1868.degrees latitude (g = 980.6199 gals.).
 DM1868
 DM1868.The modeled gravity was interpolated from observed gravity values.
 DM1868
 DM1868;                    North         East    Units  Estimated Accuracy
 DM1868;SPC FL W     -   425,367.      158,164.      MT  (+/- 10 meters HH2 GPS)
 DM1868
 DM1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6000417103(NAD 83)
 DM1868
 DM1868                          SUPERSEDED SURVEY CONTROL
 DM1868
 DM1868.No superseded survey control is available for this station.
 DM1868
 DM1868_MARKER: DD = SURVEY DISK
 DM1868_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1868_STAMPING: 19099 A 2010
 DM1868_MARK LOGO: SWFWMD
 DM1868_PROJECTION: FLUSH
 DM1868_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1868+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2010
 DM1868_ROD/PIPE-DEPTH: 15.1 meters
 DM1868
 DM1868  HISTORY     - Date     Condition        Report By
 DM1868  HISTORY     - 20100427 MONUMENTED       FLDEP
 DM1868
 DM1868                          STATION DESCRIPTION
 DM1868
 DM1868'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1868'THE MARK IS ABOUT 10.2 MI (16.4 KM) EAST OF ODESSA, 6.6 MI (10.6 KM)
 DM1868'SOUTH-SOUTHEAST OF EHREN, 2.6 MI (4.2 KM) NORTHEAST OF LUTZ, IN
 DM1868'SECTION 32, TOWNSHIP 26 SOUTH, RANGE 19 EAST.
 DM1868'
 DM1868'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1868'ROAD 54 IN LAND O LAKES, GO EAST ON STATE ROAD 54 FOR 2.4 MI (3.9 KM)
 DM1868'TO THE JUNCTION OF LIVINGSTON ROAD ON THE RIGHT.  TURN RIGHT ON
 DM1868'LIVINGSTON ROAD AND GO SOUTH FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF A
 DM1868'TRAILER PARK ENTRANCE AT 1042 LIVINGSTON ROAD.  TURN LEFT ON THE
 DM1868'DRIVEWAY AND GO EAST FOR 0.1 MI (0.2 KM) TO THE EAST END OF THE
 DM1868'PROPERTY NEAR A WATER STAFF AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DM1868'DRIVEN TO REFUSAL AT A DEPTH OF 49.6 FT (15.1 M) WITH AN ALUMINUM DISK
 DM1868'INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT
 DM1868'0.5 FT (0.2 M) ABOVE THE LEVEL OF THE DRIVEWAY.
 DM1868'
 DM1868'LOCATED 74.3 FT (22.6 M) SOUTHEAST OF THE SOUTHWEST CHAIN LINK FENCE
 DM1868'CORNER POST, 60.2 FT (18.3 M) SOUTH OF A CHAIN LINK FENCE, 47.2 FT
 DM1868'(14.4 M) WEST OF SURVEY MARK 19099 B, 25.3 FT (7.7 M) EAST OF A
 DM1868'12-INCH (30 CM) DIAMETER OAK TREE AND 3.0 FT (0.9 M) NORTH OF A
 DM1868'CARSONITE WITNESS POST.
 DM1868'
 DM1868'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1868'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1869 ***********************************************************************
 DM1869  DESIGNATION -  19099 B
 DM1869  PID         -  DM1869
 DM1869  STATE/COUNTY-  FL/PASCO
 DM1869  COUNTRY     -  US
 DM1869  USGS QUAD   -  LUTZ (2018)
 DM1869
 DM1869                         *CURRENT SURVEY CONTROL
 DM1869  ______________________________________________________________________
 DM1869* NAD 83(1986) POSITION- 28 10 19.9    (N) 082 25 33.1    (W)   HD_HELD2
 DM1869* NAVD 88 ORTHO HEIGHT -    19.552 (meters)       64.15  (feet) ADJUSTED
 DM1869  ______________________________________________________________________
 DM1869  GEOID HEIGHT    -        -25.527 (meters)                     GEOID18
 DM1869  DYNAMIC HEIGHT  -         19.523 (meters)       64.05  (feet) COMP
 DM1869  MODELED GRAVITY -    979,190.6   (mgal)                       NAVD 88
 DM1869
 DM1869  VERT ORDER      -  FIRST     CLASS II
 DM1869
 DM1869.The horizontal coordinates were established by autonomous hand held GPS
 DM1869.observations and have an estimated accuracy of +/- 10 meters.
 DM1869
 DM1869.The orthometric height was determined by differential leveling and
 DM1869.adjusted by the NATIONAL GEODETIC SURVEY
 DM1869.in August 2010.
 DM1869
 DM1869.No vertical observational check was made to the station.
 DM1869
 DM1869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1869.GEOID18 height accuracy estimate available here.
 DM1869
 DM1869.Click photographs - Photos may exist for this station.
 DM1869
 DM1869.The dynamic height is computed by dividing the NAVD 88
 DM1869.geopotential number by the normal gravity value computed on the
 DM1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1869.degrees latitude (g = 980.6199 gals.).
 DM1869
 DM1869.The modeled gravity was interpolated from observed gravity values.
 DM1869
 DM1869;                    North         East    Units  Estimated Accuracy
 DM1869;SPC FL W     -   425,364.      158,181.      MT  (+/- 10 meters HH2 GPS)
 DM1869
 DM1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6002117099(NAD 83)
 DM1869
 DM1869                          SUPERSEDED SURVEY CONTROL
 DM1869
 DM1869.No superseded survey control is available for this station.
 DM1869
 DM1869_MARKER: DD = SURVEY DISK
 DM1869_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1869_STAMPING: 19099 B 2010
 DM1869_MARK LOGO: SWFWMD
 DM1869_PROJECTION: FLUSH
 DM1869_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1869+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2010
 DM1869_ROD/PIPE-DEPTH: 18.1 meters
 DM1869
 DM1869  HISTORY     - Date     Condition        Report By
 DM1869  HISTORY     - 20100427 MONUMENTED       FLDEP
 DM1869
 DM1869                          STATION DESCRIPTION
 DM1869
 DM1869'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1869'THE MARK IS ABOUT 10.2 MI (16.4 KM) EAST OF ODESSA, 6.6 MI (10.6 KM)
 DM1869'SOUTH-SOUTHEAST OF EHREN, 2.6 MI (4.2 KM) NORTHEAST OF LUTZ, IN
 DM1869'SECTION 32, TOWNSHIP 26 SOUTH, RANGE 19 EAST.
 DM1869'
 DM1869'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1869'ROAD 54 IN LAND O LAKES, GO EAST ON STATE ROAD 54 FOR 2.4 MI (3.9 KM)
 DM1869'TO THE JUNCTION OF LIVINGSTON ROAD ON THE RIGHT.  TURN RIGHT ON
 DM1869'LIVINGSTON ROAD AND GO SOUTH FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF A
 DM1869'TRAILER PARK ENTRANCE AT 1042 LIVINGSTON ROAD.  TURN LEFT ON THE
 DM1869'DRIVEWAY AND GO EAST FOR 0.1 MI (0.2 KM) TO THE EAST END OF THE
 DM1869'PROPERTY NEAR A WATER STAFF AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DM1869'DRIVEN TO REFUSAL AT A DEPTH OF 59.3 FT (18.1 M) WITH AN ALUMINUM DISK
 DM1869'INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT
 DM1869'0.5 FT (0.2 M) ABOVE THE LEVEL OF THE DRIVEWAY.
 DM1869'
 DM1869'LOCATED 71.4 FT (21.8 M) SOUTHEAST OF THE SOUTHEAST CHAIN LINK FENCE
 DM1869'CORNER POST, 66.2 FT (20.2 M) EAST-SOUTHEAST OF A LONE PALM TREE, 47.2
 DM1869'FT (14.4 M) EAST OF SURVEY MARK 19099 A AND 1.8 FT (0.5 M) NORTH OF A
 DM1869'CARSONITE WITNESS POST.
 DM1869'
 DM1869'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1869'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5675 ***********************************************************************
 AD5675  DESIGNATION -  191
 AD5675  PID         -  AD5675
 AD5675  STATE/COUNTY-  FL/BROWARD
 AD5675  COUNTRY     -  US
 AD5675  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5675
 AD5675                         *CURRENT SURVEY CONTROL
 AD5675  ______________________________________________________________________
 AD5675* NAD 83(1986) POSITION- 26 00 38.     (N) 080 10 06.     (W)   SCALED
 AD5675* NAVD 88 ORTHO HEIGHT -     1.597 (meters)        5.24  (feet) ADJUSTED
 AD5675  ______________________________________________________________________
 AD5675  GEOID HEIGHT    -        -25.539 (meters)                     GEOID18
 AD5675  DYNAMIC HEIGHT  -          1.595 (meters)        5.23  (feet) COMP
 AD5675  MODELED GRAVITY -    979,051.1   (mgal)                       NAVD 88
 AD5675
 AD5675  VERT ORDER      -  FIRST     CLASS II
 AD5675
 AD5675.The horizontal coordinates were scaled from a map and have
 AD5675.an estimated accuracy of +/- 6 seconds.
 AD5675
 AD5675.The orthometric height was determined by differential leveling and
 AD5675.adjusted by the NATIONAL GEODETIC SURVEY
 AD5675.in June 1991.
 AD5675
 AD5675.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5675.GEOID18 height accuracy estimate available here.
 AD5675
 AD5675.Click photographs - Photos may exist for this station.
 AD5675
 AD5675.The dynamic height is computed by dividing the NAVD 88
 AD5675.geopotential number by the normal gravity value computed on the
 AD5675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5675.degrees latitude (g = 980.6199 gals.).
 AD5675
 AD5675.The modeled gravity was interpolated from observed gravity values.
 AD5675
 AD5675;                    North         East    Units  Estimated Accuracy
 AD5675;SPC FL E     -   186,050.      283,250.      MT  (+/- 180 meters Scaled)
 AD5675
 AD5675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ832771(NAD 83)
 AD5675
 AD5675                          SUPERSEDED SURVEY CONTROL
 AD5675
 AD5675  NGVD 29 (09/01/92)    2.084  (m)            6.84   (f) ADJUSTED    1 2
 AD5675
 AD5675.Superseded values are not recommended for survey control.
 AD5675
 AD5675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5675.See file dsdata.pdf to determine how the superseded data were derived.
 AD5675
 AD5675_MARKER: DB = BENCH MARK DISK
 AD5675_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD5675_SP_SET: SIDEWALK ON BRIDGE
 AD5675_STAMPING: BM 191 1978
 AD5675_MARK LOGO: BCE
 AD5675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5675+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2019
 AD5675
 AD5675  HISTORY     - Date     Condition        Report By
 AD5675  HISTORY     - 1978     MONUMENTED       FL-011
 AD5675  HISTORY     - 19910623 GOOD             USPSQD
 AD5675  HISTORY     - 19950220 GOOD             USPSQD
 AD5675  HISTORY     - 19950304 GOOD             USPSQD
 AD5675  HISTORY     - 20190916 GOOD             USGS
 AD5675
 AD5675                          STATION DESCRIPTION
 AD5675
 AD5675'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5675'0.5 MI WEST FROM HOLLYWOOD.
 AD5675'BM 191 IS A BROWARD COUNTY BRASS DISK ABOUT 0.5 MILES WEST ALONG
 AD5675'HOLLYWOOD BOULEVARD FROM THE CITY HALL AT HOLLYWOOD, 278 FEET
 AD5675'WEST OF THE WEST TRACK OF THE SEABOARD COASTLINE RAILROAD IN THE
 AD5675'NORTH SIDEWALK AT THE NORTHWEST CORNER OF THE BRIDGE OVER THE
 AD5675'HOLLYWOOD CANAL 57 FEET NORTH OF THE CENTERLINE OF ASPHALT OF
 AD5675'HOLLYWOOD BOULEVARD, 161 FEET EAST OF THE CENTERLINE OF ASPHALT
 AD5675'OF NORTH 31ST AVENUE, 0.7 FOOT ABOVE THE ASPHALT OF HOLLYWOOD
 AD5675'BOULEVARD.
 AD5675
 AD5675                          STATION RECOVERY (1991)
 AD5675
 AD5675'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5675'RECOVERED IN GOOD CONDITION.
 AD5675
 AD5675                          STATION RECOVERY (1995)
 AD5675
 AD5675'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5675'RECOVERED IN GOOD CONDITION.
 AD5675
 AD5675                          STATION RECOVERY (1995)
 AD5675
 AD5675'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5675'RECOVERED IN GOOD CONDITION.
 AD5675
 AD5675                          STATION RECOVERY (2019)
 AD5675
 AD5675'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2019 (FK)
 AD5675'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0096 ***********************************************************************
 AG0096  DESIGNATION -  191
 AG0096  PID         -  AG0096
 AG0096  STATE/COUNTY-  FL/PINELLAS
 AG0096  COUNTRY     -  US
 AG0096  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0096
 AG0096                         *CURRENT SURVEY CONTROL
 AG0096  ______________________________________________________________________
 AG0096* NAD 83(1986) POSITION- 27 42 37.     (N) 082 40 47.     (W)   SCALED
 AG0096* NAVD 88 ORTHO HEIGHT -     1.553 (meters)        5.10  (feet) ADJUSTED
 AG0096  ______________________________________________________________________
 AG0096  GEOID HEIGHT    -        -24.425 (meters)                     GEOID18
 AG0096  DYNAMIC HEIGHT  -          1.551 (meters)        5.09  (feet) COMP
 AG0096  MODELED GRAVITY -    979,168.7   (mgal)                       NAVD 88
 AG0096
 AG0096  VERT ORDER      -  SECOND    CLASS II
 AG0096
 AG0096.The horizontal coordinates were scaled from a map and have
 AG0096.an estimated accuracy of +/- 6 seconds.
 AG0096
 AG0096.The orthometric height was determined by differential leveling and
 AG0096.adjusted by the NATIONAL GEODETIC SURVEY
 AG0096.in June 1991.
 AG0096
 AG0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0096.GEOID18 height accuracy estimate available here.
 AG0096
 AG0096.Click photographs - Photos may exist for this station.
 AG0096
 AG0096.The dynamic height is computed by dividing the NAVD 88
 AG0096.geopotential number by the normal gravity value computed on the
 AG0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0096.degrees latitude (g = 980.6199 gals.).
 AG0096
 AG0096.The modeled gravity was interpolated from observed gravity values.
 AG0096
 AG0096;                    North         East    Units  Estimated Accuracy
 AG0096;SPC FL W     -   374,290.      132,970.      MT  (+/- 180 meters Scaled)
 AG0096
 AG0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL343662(NAD 83)
 AG0096
 AG0096                          SUPERSEDED SURVEY CONTROL
 AG0096
 AG0096  NGVD 29 (??/??/92)    1.839  (m)            6.03   (f) ADJ UNCH    2 2
 AG0096
 AG0096.Superseded values are not recommended for survey control.
 AG0096
 AG0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0096.See file dsdata.pdf to determine how the superseded data were derived.
 AG0096
 AG0096_MARKER: DD = SURVEY DISK
 AG0096_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0096_SP_SET: CULVERT HEADWALL
 AG0096_STAMPING: 191
 AG0096_MARK LOGO: FLHD
 AG0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0096+STABILITY: SURFACE MOTION
 AG0096
 AG0096  HISTORY     - Date     Condition        Report By
 AG0096  HISTORY     - UNK      MONUMENTED       FLHD
 AG0096  HISTORY     - 1975     GOOD             FLDT
 AG0096  HISTORY     - 20010828 MARK NOT FOUND   USPSQD
 AG0096
 AG0096                          STATION DESCRIPTION
 AG0096
 AG0096'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0096'AT ST PETERSBURG.
 AG0096'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET)
 AG0096'AND 54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN SOUTHERLY ON U.S.
 AG0096'19 FOR 0.55 MILE.  STATION ON LEFT, 64.8 FT. EAST OF THE CENTERLINE
 AG0096'OF U.S. 19, 46.0 FT. N/NW OF POWER POLE, NUMBER 1A-38395, 11.0
 AG0096'FT. EAST OF THE GUARD RAIL.  SET IN TOP OF A CONCRETE HEADWALL.
 AG0096'SECTION 11, T 32S, R 16E.
 AG0096
 AG0096                          STATION RECOVERY (2001)
 AG0096
 AG0096'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG0096'ROUTE 19(34TH ST) SOUTH OF LAT 27-43-08 N WAS COMPLETELY REBUILT IN
 AG0096'1987 AND REPLACED BY I-275. THE AREA IS NOW 20-30 FEET HIGHER IN
 AG0096'ELEVATION AND REGRADED ON EACH SIDE OF I-275. IN SPITE OF DILIGENT
 AG0096'SEARCH AND PROBING, NO SIGN OF THIS MARK WAS FOUND. RECOMMEND THE MARK
 AG0096'BE CONSIDERED AS DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1866 ***********************************************************************
 DM1866  DESIGNATION -  19100 A
 DM1866  PID         -  DM1866
 DM1866  STATE/COUNTY-  FL/PASCO
 DM1866  COUNTRY     -  US
 DM1866  USGS QUAD   -  LUTZ (2018)
 DM1866
 DM1866                         *CURRENT SURVEY CONTROL
 DM1866  ______________________________________________________________________
 DM1866* NAD 83(1986) POSITION- 28 11 02.9    (N) 082 27 13.6    (W)   HD_HELD2
 DM1866* NAVD 88 ORTHO HEIGHT -    21.073 (meters)       69.14  (feet) ADJUSTED
 DM1866  ______________________________________________________________________
 DM1866  GEOID HEIGHT    -        -25.513 (meters)                     GEOID18
 DM1866  DYNAMIC HEIGHT  -         21.043 (meters)       69.04  (feet) COMP
 DM1866  MODELED GRAVITY -    979,194.6   (mgal)                       NAVD 88
 DM1866
 DM1866  VERT ORDER      -  FIRST     CLASS II
 DM1866
 DM1866.The horizontal coordinates were established by autonomous hand held GPS
 DM1866.observations and have an estimated accuracy of +/- 10 meters.
 DM1866
 DM1866.The orthometric height was determined by differential leveling and
 DM1866.adjusted by the NATIONAL GEODETIC SURVEY
 DM1866.in August 2010.
 DM1866
 DM1866.No vertical observational check was made to the station.
 DM1866
 DM1866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1866.GEOID18 height accuracy estimate available here.
 DM1866
 DM1866.Click photographs - Photos may exist for this station.
 DM1866
 DM1866.The dynamic height is computed by dividing the NAVD 88
 DM1866.geopotential number by the normal gravity value computed on the
 DM1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1866.degrees latitude (g = 980.6199 gals.).
 DM1866
 DM1866.The modeled gravity was interpolated from observed gravity values.
 DM1866
 DM1866;                    North         East    Units  Estimated Accuracy
 DM1866;SPC FL W     -   426,698.      155,444.      MT  (+/- 10 meters HH2 GPS)
 DM1866
 DM1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5729618455(NAD 83)
 DM1866
 DM1866                          SUPERSEDED SURVEY CONTROL
 DM1866
 DM1866.No superseded survey control is available for this station.
 DM1866
 DM1866_MARKER: Z = SEE DESCRIPTION
 DM1866_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1866_STAMPING: 19100 A 2009
 DM1866_MARK LOGO: SWFWMD
 DM1866_PROJECTION: FLUSH
 DM1866_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1866+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 DM1866_ROD/PIPE-DEPTH: 3.0 meters
 DM1866
 DM1866  HISTORY     - Date     Condition        Report By
 DM1866  HISTORY     - 20091119 MONUMENTED       SWFWMD
 DM1866  HISTORY     - 20100415 GOOD             FLDEP
 DM1866
 DM1866                          STATION DESCRIPTION
 DM1866
 DM1866'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DM1866'THE MARK IS ABOUT 8.5 MI (13.7 KM) EAST OF ODESSA, 5.7 MI (9.2 KM)
 DM1866'SOUTH OF EHREN, 2.3 MI (3.7 KM) NORTH-NORTHEAST OF LUTZ, IN SECTION
 DM1866'36, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1866'
 DM1866'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1866'ROAD 54 IN LAND O LAKES, GO EAST ON STATE ROAD 54 FOR 0.75 MI (1.2 KM)
 DM1866'TO THE JUNCTION OF DAIQUIRI LANE ON THE RIGHT.  TURN RIGHT ON DAIQUIRI
 DM1866'LANE AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DRIVEWAY AT
 DM1866'1864 DAIQUIRI LANE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM
 DM1866'ROD DRIVEN TO REFUSAL AT A DEPTH OF 10.0 FT (3.0 M) WITH AN ALUMINUM
 DM1866'DISK SURROUNDED BY A MASS OF CONCRETE FLUSH WITH THE GROUND AND LEVEL
 DM1866'WITH DAIQUIRI LANE.
 DM1866'
 DM1866'LOCATED 88.3 FT (26.9 M) NORTH OF A POWER POLE NUMBER 2-39679, 76.8 FT
 DM1866'(23.4 M) SOUTHWEST OF A POWER POLE NUMBER 2-379, 57.2 FT (17.4 M)
 DM1866'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE REINHERDT HOUSE, 13.3
 DM1866'FT (4.1 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF DAIQUIRI LANE,
 DM1866'11.0 FT (3.4 M) EAST-NORTHEAST OF THE APPROXIMATE CENTER OF A PAVED
 DM1866'DRIVEWAY AND 1.9 FT (0.6 M) SOUTHWEST OF A MAILBOX.
 DM1866'
 DM1866'NOTE A MAGNET IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DM1866'
 DM1866'OWNERSHIP CONTACT REINHERDT RESIDENCE.
 DM1866'
 DM1866'NOTE CALL IN ADVANCE, DOG ON PREMISES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1867 ***********************************************************************
 DM1867  DESIGNATION -  19100 B
 DM1867  PID         -  DM1867
 DM1867  STATE/COUNTY-  FL/PASCO
 DM1867  COUNTRY     -  US
 DM1867  USGS QUAD   -  LUTZ (2018)
 DM1867
 DM1867                         *CURRENT SURVEY CONTROL
 DM1867  ______________________________________________________________________
 DM1867* NAD 83(1986) POSITION- 28 11 01.0    (N) 082 27 13.8    (W)   HD_HELD2
 DM1867* NAVD 88 ORTHO HEIGHT -    20.237 (meters)       66.39  (feet) ADJUSTED
 DM1867  ______________________________________________________________________
 DM1867  GEOID HEIGHT    -        -25.512 (meters)                     GEOID18
 DM1867  DYNAMIC HEIGHT  -         20.207 (meters)       66.30  (feet) COMP
 DM1867  MODELED GRAVITY -    979,194.6   (mgal)                       NAVD 88
 DM1867
 DM1867  VERT ORDER      -  FIRST     CLASS II
 DM1867
 DM1867.The horizontal coordinates were established by autonomous hand held GPS
 DM1867.observations and have an estimated accuracy of +/- 10 meters.
 DM1867
 DM1867.The orthometric height was determined by differential leveling and
 DM1867.adjusted by the NATIONAL GEODETIC SURVEY
 DM1867.in August 2010.
 DM1867
 DM1867.No vertical observational check was made to the station.
 DM1867
 DM1867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1867.GEOID18 height accuracy estimate available here.
 DM1867
 DM1867.Click photographs - Photos may exist for this station.
 DM1867
 DM1867.The dynamic height is computed by dividing the NAVD 88
 DM1867.geopotential number by the normal gravity value computed on the
 DM1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1867.degrees latitude (g = 980.6199 gals.).
 DM1867
 DM1867.The modeled gravity was interpolated from observed gravity values.
 DM1867
 DM1867;                    North         East    Units  Estimated Accuracy
 DM1867;SPC FL W     -   426,639.      155,438.      MT  (+/- 10 meters HH2 GPS)
 DM1867
 DM1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5728918397(NAD 83)
 DM1867
 DM1867                          SUPERSEDED SURVEY CONTROL
 DM1867
 DM1867.No superseded survey control is available for this station.
 DM1867
 DM1867_MARKER: Z = SEE DESCRIPTION
 DM1867_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1867_STAMPING: 19100 B 2009
 DM1867_MARK LOGO: SWFWMD
 DM1867_PROJECTION: FLUSH
 DM1867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1867+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 DM1867_ROD/PIPE-DEPTH: 3.0 meters
 DM1867
 DM1867  HISTORY     - Date     Condition        Report By
 DM1867  HISTORY     - 20091119 MONUMENTED       SWFWMD
 DM1867  HISTORY     - 20100415 GOOD             FLDEP
 DM1867
 DM1867                          STATION DESCRIPTION
 DM1867
 DM1867'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DM1867'THE MARK IS ABOUT 8.5 MI (13.7 KM) EAST OF ODESSA, 5.7 MI (9.2 KM)
 DM1867'SOUTH OF EHREN, 2.3 MI (3.7 KM) NORTH-NORTHEAST OF LUTZ, IN SECTION
 DM1867'36, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1867'
 DM1867'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1867'ROAD 54 IN LAND O LAKES, GO EAST ON STATE ROAD 54 FOR 0.75 MI (1.2 KM)
 DM1867'TO THE JUNCTION OF DAIQUIRI LANE ON THE RIGHT.  TURN RIGHT ON DAIQUIRI
 DM1867'LANE AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DRIVEWAY AT
 DM1867'1864 DAIQUIRI LANE ON THE LEFT AND THE MARK AT THE SOUTHEAST END OF
 DM1867'THE REINHERDT PROPERTY, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DM1867'OF 10.0 FT (3.0 M) WITH AN ALUMINUM DISK SURROUNDED BY A MASS OF
 DM1867'CONCRETE FLUSH WITH THE GROUND AND LEVEL WITH THE LANDSCAPED YARD.
 DM1867'
 DM1867'LOCATED 55.0 FT (16.8 M) SOUTH-SOUTHEAST OF THE SOUTH FENCE CORNER
 DM1867'POST AROUND A SWIMMING POOL, 45.7 FT (13.9 M) WEST OF THE APPROXIMATE
 DM1867'CENTER OF A WOODEN SEAWALL, 11.8 FT (3.6 M) NORTHWEST OF THE SOUTH
 DM1867'FENCE(3-RAIL) CORNER POST, 1.0 FT (0.3 M) SOUTHWEST OF A 3-RAIL FENCE
 DM1867'AND 0.7 FT (0.2 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DM1867'
 DM1867'NOTE A MAGNET IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DM1867'
 DM1867'OWNERSHIP CONTACT REINHERDT RESIDENCE.
 DM1867'
 DM1867'NOTE CALL IN ADVANCE, DOG ON PREMISES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1856 ***********************************************************************
 DM1856  DESIGNATION -  19122 A
 DM1856  PID         -  DM1856
 DM1856  STATE/COUNTY-  FL/PASCO
 DM1856  COUNTRY     -  US
 DM1856  USGS QUAD   -  LUTZ (2018)
 DM1856
 DM1856                         *CURRENT SURVEY CONTROL
 DM1856  ______________________________________________________________________
 DM1856* NAD 83(1986) POSITION- 28 11 23.9    (N) 082 28 43.2    (W)   HD_HELD2
 DM1856* NAVD 88 ORTHO HEIGHT -    20.681 (meters)       67.85  (feet) ADJUSTED
 DM1856  ______________________________________________________________________
 DM1856  GEOID HEIGHT    -        -25.490 (meters)                     GEOID18
 DM1856  DYNAMIC HEIGHT  -         20.651 (meters)       67.75  (feet) COMP
 DM1856  MODELED GRAVITY -    979,197.3   (mgal)                       NAVD 88
 DM1856
 DM1856  VERT ORDER      -  FIRST     CLASS II
 DM1856
 DM1856.The horizontal coordinates were established by autonomous hand held GPS
 DM1856.observations and have an estimated accuracy of +/- 10 meters.
 DM1856
 DM1856.The orthometric height was determined by differential leveling and
 DM1856.adjusted by the NATIONAL GEODETIC SURVEY
 DM1856.in August 2010.
 DM1856
 DM1856.No vertical observational check was made to the station.
 DM1856
 DM1856.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1856.GEOID18 height accuracy estimate available here.
 DM1856
 DM1856.Click photographs - Photos may exist for this station.
 DM1856
 DM1856.The dynamic height is computed by dividing the NAVD 88
 DM1856.geopotential number by the normal gravity value computed on the
 DM1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1856.degrees latitude (g = 980.6199 gals.).
 DM1856
 DM1856.The modeled gravity was interpolated from observed gravity values.
 DM1856
 DM1856;                    North         East    Units  Estimated Accuracy
 DM1856;SPC FL W     -   427,353.      153,003.      MT  (+/- 10 meters HH2 GPS)
 DM1856
 DM1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5486019131(NAD 83)
 DM1856
 DM1856                          SUPERSEDED SURVEY CONTROL
 DM1856
 DM1856.No superseded survey control is available for this station.
 DM1856
 DM1856_MARKER: DD = SURVEY DISK
 DM1856_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1856_STAMPING: 19122 A 2010
 DM1856_MARK LOGO: SWFWMD
 DM1856_PROJECTION: FLUSH
 DM1856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1856+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DM1856_ROD/PIPE-DEPTH: 16.7 meters
 DM1856
 DM1856  HISTORY     - Date     Condition        Report By
 DM1856  HISTORY     - 20100414 MONUMENTED       FLDEP
 DM1856
 DM1856                          STATION DESCRIPTION
 DM1856
 DM1856'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1856'THE MARK IS ABOUT 6.9 MI (11.1 KM) EAST OF ODESSA, 5.6 MI (9.0 KM)
 DM1856'SOUTH-SOUTHWEST OF EHREN, 2.9 MI (4.7 KM) NORTH-NORTHWEST OF LUTZ, IN
 DM1856'SECTION 26, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1856'
 DM1856'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1856'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 0.9 MI (1.4 KM)
 DM1856'TO THE JUNCTION OF EVEREGREEN LANE ON THE LEFT.  TURN LEFT ON
 DM1856'EVEREGREEN LANE AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE T-JUNCTION OF
 DM1856'LAKES EDGE LANE.  TURN LEFT ON LAKES EDGE LANE AND GO EAST FOR 0.1 MI
 DM1856'(0.2 KM) ENTERING THE THOMAS MAHONEY PROPERTY AT 20350 LAKES EDGE LANE
 DM1856'ON THE NORTH SHORE OF LAKE LINDA NEAR A WATER STAFF AND THE MARK ON
 DM1856'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 54.7 FT
 DM1856'(16.7 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE
 DM1856'FLUSH WITH THE GROUND AND ABOUT 0.5 FT (0.2 M) ABOVE THE LEVEL OF THE
 DM1856'DRIVEWAY.
 DM1856'
 DM1856'LOCATED 233.2 FT (71.1 M) SOUTHEAST OF THE SOUTH WOODEN FENCE CORNER
 DM1856'POST (NEAR THE DRIVEWAY ENTRANCE), 153.1 FT (46.7 M) SOUTH-SOUTHWEST
 DM1856'OF THE SOUTHWEST CORNER OF A RED AND WHITE BARN, 52.1 FT (15.9 M)
 DM1856'NORTHEAST OF SURVEY MARK 19122 B AND 30.5 FT (9.3 M) NORTHEAST OF A
 DM1856'48-INCH (122 CM) OAK TREE (NEAREST TO WATER STAFF).
 DM1856'
 DM1856'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1856'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DM1856'
 DM1856'OWNERSHIP CONTACT THOMAS MAHONEY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1857 ***********************************************************************
 DM1857  DESIGNATION -  19122 B
 DM1857  PID         -  DM1857
 DM1857  STATE/COUNTY-  FL/PASCO
 DM1857  COUNTRY     -  US
 DM1857  USGS QUAD   -  LUTZ (2018)
 DM1857
 DM1857                         *CURRENT SURVEY CONTROL
 DM1857  ______________________________________________________________________
 DM1857* NAD 83(1986) POSITION- 28 11 22.7    (N) 082 28 43.3    (W)   HD_HELD2
 DM1857* NAVD 88 ORTHO HEIGHT -    20.758 (meters)       68.10  (feet) ADJUSTED
 DM1857  ______________________________________________________________________
 DM1857  GEOID HEIGHT    -        -25.489 (meters)                     GEOID18
 DM1857  DYNAMIC HEIGHT  -         20.728 (meters)       68.01  (feet) COMP
 DM1857  MODELED GRAVITY -    979,197.3   (mgal)                       NAVD 88
 DM1857
 DM1857  VERT ORDER      -  FIRST     CLASS II
 DM1857
 DM1857.The horizontal coordinates were established by autonomous hand held GPS
 DM1857.observations and have an estimated accuracy of +/- 10 meters.
 DM1857
 DM1857.The orthometric height was determined by differential leveling and
 DM1857.adjusted by the NATIONAL GEODETIC SURVEY
 DM1857.in August 2010.
 DM1857
 DM1857.No vertical observational check was made to the station.
 DM1857
 DM1857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1857.GEOID18 height accuracy estimate available here.
 DM1857
 DM1857.Click photographs - Photos may exist for this station.
 DM1857
 DM1857.The dynamic height is computed by dividing the NAVD 88
 DM1857.geopotential number by the normal gravity value computed on the
 DM1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1857.degrees latitude (g = 980.6199 gals.).
 DM1857
 DM1857.The modeled gravity was interpolated from observed gravity values.
 DM1857
 DM1857;                    North         East    Units  Estimated Accuracy
 DM1857;SPC FL W     -   427,316.      153,000.      MT  (+/- 10 meters HH2 GPS)
 DM1857
 DM1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5485719094(NAD 83)
 DM1857
 DM1857                          SUPERSEDED SURVEY CONTROL
 DM1857
 DM1857.No superseded survey control is available for this station.
 DM1857
 DM1857_MARKER: DD = SURVEY DISK
 DM1857_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1857_STAMPING: 19122 B 2010
 DM1857_MARK LOGO: SWFWMD
 DM1857_PROJECTION: FLUSH
 DM1857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1857+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DM1857_ROD/PIPE-DEPTH: 15.0 meters
 DM1857
 DM1857  HISTORY     - Date     Condition        Report By
 DM1857  HISTORY     - 20100414 MONUMENTED       FLDEP
 DM1857
 DM1857                          STATION DESCRIPTION
 DM1857
 DM1857'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1857'THE MARK IS ABOUT 6.9 MI (11.1 KM) EAST OF ODESSA, 5.6 MI (9.0 KM)
 DM1857'SOUTH-SOUTHWEST OF EHREN, 2.9 MI (4.7 KM) NORTH-NORTHWEST OF LUTZ, IN
 DM1857'SECTION 26, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1857'
 DM1857'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1857'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 0.9 MI (1.4 KM)
 DM1857'TO THE JUNCTION OF EVEREGREEN LANE ON THE LEFT, TURN LEFT ON
 DM1857'EVEREGREEN LANE AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE T-JUNCTION OF
 DM1857'LAKES EDGE LANE, TURN LEFT ON LAKES EDGE LANE AND GO EAST FOR 0.1 MI
 DM1857'(0.2 KM) ENTERING THE THOMAS MAHONEY PROPERTY AT 20350 LAKES EDGE LANE
 DM1857'ON THE NORTH SHORE OF LAKE LINDA NEAR A WATER STAFF AND THE MARK ON
 DM1857'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 49.2 FT
 DM1857'(15.0 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE
 DM1857'FLUSH WITH THE GROUND AND ABOUT 0.5 FT (0.2 M) ABOVE THE LEVEL OF THE
 DM1857'DRIVEWAY.
 DM1857'
 DM1857'LOCATED 223.2 FT (68.0 M) SOUTHEAST OF THE SOUTH WOODEN FENCE CORNER
 DM1857'POST (NEAR THE DRIVEWAY ENTRANCE), 194.3 FT (59.2 M) WEST-SOUTHWEST OF
 DM1857'THE SOUTHWEST CORNER OF A RED AND WHITE BARN, 52.1 FT (15.9 M)
 DM1857'SOUTHWEST OF SURVEY MARK 19122 A AND 21.3 FT (6.5 M) SOUTHWEST OF A
 DM1857'48-INCH (122 CM) OAK TREE (NEAREST TO WATER STAFF).
 DM1857'
 DM1857'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1857'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DM1857'
 DM1857'OWNERSHIP CONTACT THOMAS MAHONEY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1862 ***********************************************************************
 DM1862  DESIGNATION -  19126 A
 DM1862  PID         -  DM1862
 DM1862  STATE/COUNTY-  FL/PASCO
 DM1862  COUNTRY     -  US
 DM1862  USGS QUAD   -  LUTZ (2018)
 DM1862
 DM1862                         *CURRENT SURVEY CONTROL
 DM1862  ______________________________________________________________________
 DM1862* NAD 83(1986) POSITION- 28 11 11.2    (N) 082 27 54.0    (W)   HD_HELD2
 DM1862* NAVD 88 ORTHO HEIGHT -    20.510 (meters)       67.29  (feet) ADJUSTED
 DM1862  ______________________________________________________________________
 DM1862  GEOID HEIGHT    -        -25.502 (meters)                     GEOID18
 DM1862  DYNAMIC HEIGHT  -         20.480 (meters)       67.19  (feet) COMP
 DM1862  MODELED GRAVITY -    979,195.9   (mgal)                       NAVD 88
 DM1862
 DM1862  VERT ORDER      -  FIRST     CLASS II
 DM1862
 DM1862.The horizontal coordinates were established by autonomous hand held GPS
 DM1862.observations and have an estimated accuracy of +/- 10 meters.
 DM1862
 DM1862.The orthometric height was determined by differential leveling and
 DM1862.adjusted by the NATIONAL GEODETIC SURVEY
 DM1862.in August 2010.
 DM1862
 DM1862.No vertical observational check was made to the station.
 DM1862
 DM1862.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1862.GEOID18 height accuracy estimate available here.
 DM1862
 DM1862.Click photographs - Photos may exist for this station.
 DM1862
 DM1862.The dynamic height is computed by dividing the NAVD 88
 DM1862.geopotential number by the normal gravity value computed on the
 DM1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1862.degrees latitude (g = 980.6199 gals.).
 DM1862
 DM1862.The modeled gravity was interpolated from observed gravity values.
 DM1862
 DM1862;                    North         East    Units  Estimated Accuracy
 DM1862;SPC FL W     -   426,957.      154,343.      MT  (+/- 10 meters HH2 GPS)
 DM1862
 DM1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5619718724(NAD 83)
 DM1862
 DM1862                          SUPERSEDED SURVEY CONTROL
 DM1862
 DM1862.No superseded survey control is available for this station.
 DM1862
 DM1862_MARKER: DD = SURVEY DISK
 DM1862_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1862+WITH SETTING: INFORMATION.
 DM1862_STAMPING: 19126 A 2010
 DM1862_MARK LOGO: SWFWMD
 DM1862_PROJECTION: FLUSH
 DM1862_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1862+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2010
 DM1862_ROD/PIPE-DEPTH: 2.7 meters
 DM1862
 DM1862  HISTORY     - Date     Condition        Report By
 DM1862  HISTORY     - 20100403 MONUMENTED       FLDEP
 DM1862
 DM1862                          STATION DESCRIPTION
 DM1862
 DM1862'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1862'THE MARK IS ABOUT 7.8 MI (12.6 KM) EAST OF ODESSA, 5.6 MI (9.0 KM)
 DM1862'SOUTH OF EHREN, 2.5 MI (4.0 KM) NORTH OF LUTZ, IN SECTION 25, TOWNSHIP
 DM1862'26 SOUTH, RANGE 18 EAST.
 DM1862'
 DM1862'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1862'ROAD 54 IN LAND O LAKES, GO SOUTH ON U.S. HIGHWAY 41 FOR 0.35 MI (0.6
 DM1862'KM) TO THE ENTRANCE ROAD OF THE TROPICANA TRAILER PARK ON THE LEFT.
 DM1862'TURN LEFT ON THE TRAILER PARK ENTRANCE ROAD AND GO EAST FOR 0.1 MI
 DM1862'(0.2 KM) TO THE NORTHWEST SHORE OF LAKE FLOYD AND THE MARK, AN
 DM1862'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 8.7 FT (2.7 M) WITH AN
 DM1862'ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE
 DM1862'GROUND AND LEVEL WITH THE DRIVEWAY.
 DM1862'
 DM1862'LOCATED 87.6 FT (26.7 M) NORTHEAST OF SURVEY MARK 19126 B, 79.0 FT
 DM1862'(24.1 M) SOUTHEAST OF A WOODEN POWER POLE WITH A STREET LIGHT, 58.8 FT
 DM1862'(17.9 M) EAST OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY, 2.3 FT
 DM1862'(0.7 M) SOUTH OF THE SOUTH SIDE OF A WOODEN PIER AND 2.3 FT (0.7 M)
 DM1862'WEST OF A CARSONITE WITNESS POST.
 DM1862'
 DM1862'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1862'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1863 ***********************************************************************
 DM1863  DESIGNATION -  19126 B
 DM1863  PID         -  DM1863
 DM1863  STATE/COUNTY-  FL/PASCO
 DM1863  COUNTRY     -  US
 DM1863  USGS QUAD   -  LUTZ (2018)
 DM1863
 DM1863                         *CURRENT SURVEY CONTROL
 DM1863  ______________________________________________________________________
 DM1863* NAD 83(1986) POSITION- 28 11 10.6    (N) 082 27 54.9    (W)   HD_HELD2
 DM1863* NAVD 88 ORTHO HEIGHT -    20.732 (meters)       68.02  (feet) ADJUSTED
 DM1863  ______________________________________________________________________
 DM1863  GEOID HEIGHT    -        -25.501 (meters)                     GEOID18
 DM1863  DYNAMIC HEIGHT  -         20.702 (meters)       67.92  (feet) COMP
 DM1863  MODELED GRAVITY -    979,195.9   (mgal)                       NAVD 88
 DM1863
 DM1863  VERT ORDER      -  FIRST     CLASS II
 DM1863
 DM1863.The horizontal coordinates were established by autonomous hand held GPS
 DM1863.observations and have an estimated accuracy of +/- 10 meters.
 DM1863
 DM1863.The orthometric height was determined by differential leveling and
 DM1863.adjusted by the NATIONAL GEODETIC SURVEY
 DM1863.in August 2010.
 DM1863
 DM1863.No vertical observational check was made to the station.
 DM1863
 DM1863.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1863.GEOID18 height accuracy estimate available here.
 DM1863
 DM1863.Click photographs - Photos may exist for this station.
 DM1863
 DM1863.The dynamic height is computed by dividing the NAVD 88
 DM1863.geopotential number by the normal gravity value computed on the
 DM1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1863.degrees latitude (g = 980.6199 gals.).
 DM1863
 DM1863.The modeled gravity was interpolated from observed gravity values.
 DM1863
 DM1863;                    North         East    Units  Estimated Accuracy
 DM1863;SPC FL W     -   426,939.      154,318.      MT  (+/- 10 meters HH2 GPS)
 DM1863
 DM1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5617218706(NAD 83)
 DM1863
 DM1863                          SUPERSEDED SURVEY CONTROL
 DM1863
 DM1863.No superseded survey control is available for this station.
 DM1863
 DM1863_MARKER: DD = SURVEY DISK
 DM1863_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1863_STAMPING: 19126 B 2010
 DM1863_MARK LOGO: SWFWMD
 DM1863_PROJECTION: FLUSH
 DM1863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1863+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2010
 DM1863_ROD/PIPE-DEPTH: 7.2 meters
 DM1863
 DM1863  HISTORY     - Date     Condition        Report By
 DM1863  HISTORY     - 20100403 MONUMENTED       FLDEP
 DM1863
 DM1863                          STATION DESCRIPTION
 DM1863
 DM1863'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1863'THE MARK IS ABOUT 7.8 MI (12.6 KM) EAST OF ODESSA, 5.6 MI (9.0 KM)
 DM1863'SOUTH OF EHREN, 2.5 MI (4.0 KM) NORTH OF LUTZ, IN SECTION 25, TOWNSHIP
 DM1863'26 SOUTH, RANGE 18 EAST.
 DM1863'
 DM1863'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1863'ROAD 54 IN LAND O LAKES, GO SOUTH ON U.S. HIGHWAY 41 FOR 0.35 MI (0.6
 DM1863'KM) TO THE ENTRANCE ROAD OF THE TROPICANA TRAILER PARK ON THE LEFT.
 DM1863'TURN LEFT ON THE TRAILER PARK ENTRANCE ROAD AND GO EAST FOR 0.1 MI
 DM1863'(0.2 KM) TO THE NORTHWEST SHORE OF LAKE FLOYD AND THE MARK ON THE
 DM1863'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.5 FT (7.2 M)
 DM1863'WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH
 DM1863'THE GROUND AND ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF THE DRIVEWAY.
 DM1863'
 DM1863'LOCATED 94.8 FT (28.9 M) EAST OF A WOODEN POWER POLE WITH 3
 DM1863'TRANSFORMERS ATTACHED, 87.6 FT (26.7 M) SOUTHWEST OF SURVEY MARK 19126
 DM1863'A, 32.0 FT (9.8 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 DM1863'DRIVEWAY RADIUS, 1.4 FT (0.4 M) NORTH OF A WOODEN FENCE AND 1.2 FT
 DM1863'(0.4 M) NORTH OF A CARSONITE WITNESS POST.
 DM1863'
 DM1863'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1863'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1860 ***********************************************************************
 DM1860  DESIGNATION -  19132 A
 DM1860  PID         -  DM1860
 DM1860  STATE/COUNTY-  FL/PASCO
 DM1860  COUNTRY     -  US
 DM1860  USGS QUAD   -  LUTZ (2018)
 DM1860
 DM1860                         *CURRENT SURVEY CONTROL
 DM1860  ______________________________________________________________________
 DM1860* NAD 83(1986) POSITION- 28 12 33.9    (N) 082 28 18.3    (W)   HD_HELD2
 DM1860* NAVD 88 ORTHO HEIGHT -    21.403 (meters)       70.22  (feet) ADJUSTED
 DM1860  ______________________________________________________________________
 DM1860  GEOID HEIGHT    -        -25.552 (meters)                     GEOID18
 DM1860  DYNAMIC HEIGHT  -         21.372 (meters)       70.12  (feet) COMP
 DM1860  MODELED GRAVITY -    979,198.1   (mgal)                       NAVD 88
 DM1860
 DM1860  VERT ORDER      -  FIRST     CLASS II
 DM1860
 DM1860.The horizontal coordinates were established by autonomous hand held GPS
 DM1860.observations and have an estimated accuracy of +/- 10 meters.
 DM1860
 DM1860.The orthometric height was determined by differential leveling and
 DM1860.adjusted by the NATIONAL GEODETIC SURVEY
 DM1860.in August 2010.
 DM1860
 DM1860.No vertical observational check was made to the station.
 DM1860
 DM1860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1860.GEOID18 height accuracy estimate available here.
 DM1860
 DM1860.Click photographs - Photos may exist for this station.
 DM1860
 DM1860.The dynamic height is computed by dividing the NAVD 88
 DM1860.geopotential number by the normal gravity value computed on the
 DM1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1860.degrees latitude (g = 980.6199 gals.).
 DM1860
 DM1860.The modeled gravity was interpolated from observed gravity values.
 DM1860
 DM1860;                    North         East    Units  Estimated Accuracy
 DM1860;SPC FL W     -   429,506.      153,690.      MT  (+/- 10 meters HH2 GPS)
 DM1860
 DM1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5556521277(NAD 83)
 DM1860
 DM1860                          SUPERSEDED SURVEY CONTROL
 DM1860
 DM1860.No superseded survey control is available for this station.
 DM1860
 DM1860_MARKER: DD = SURVEY DISK
 DM1860_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1860_STAMPING: 19132 A 2010
 DM1860_MARK LOGO: SWFWMD
 DM1860_PROJECTION: FLUSH
 DM1860_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1860+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2010
 DM1860_ROD/PIPE-DEPTH: 6.3 meters
 DM1860
 DM1860  HISTORY     - Date     Condition        Report By
 DM1860  HISTORY     - 20100427 MONUMENTED       FLDEP
 DM1860
 DM1860                          STATION DESCRIPTION
 DM1860
 DM1860'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1860'THE MARK IS ABOUT 7.4 MI (11.9 KM) EAST OF ODESSA, 4.2 MI (6.8 KM)
 DM1860'SOUTH-SOUTHWEST OF EHREN, 4.1 MI (6.6 KM) NORTH OF LUTZ, IN SECTION
 DM1860'23, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1860'
 DM1860'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1860'ROAD 54 IN LAND O LAKES, GO NORTH ON U.S. HIGHWAY 41 FOR 1.6 MI (2.6
 DM1860'KM) TO THE JUNCTION OF LAKE PATIENCE ROAD ON THE LEFT.  TURN LEFT ON
 DM1860'LAKE PATIENCE ROAD AND GO WEST FOR 0.5 MI (0.8 KM) TO THE INTERSECTION
 DM1860'OF MY LADY LANE ON THE RIGHT AND PERDEW DRIVE ON THE LEFT.  TURN LEFT
 DM1860'ON PERDEW DRIVE AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A
 DM1860'PRIVATE UNPAVED DRIVEWAY AT 3732 PERDEW DRIVE ON THE RIGHT.  TURN
 DM1860'RIGHT ON UNPAVED DRIVEWAY AND GO SOUTHWEST FOR 0.25 MI (0.4 KM) TO THE
 DM1860'SHARON LAW RESIDENCE AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN
 DM1860'TO REFUSAL AT A DEPTH OF 20.7 FT (6.3 M) WITH AN ALUMINUM DISK INCASED
 DM1860'IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE
 DM1860'DRIVEWAY.
 DM1860'
 DM1860'LOCATED 169.5 FT (51.7 M) NORTH-NORTHEAST OF A LARGE PALM TREE, 151.7
 DM1860'FT (46.2 M) NORTH OF SURVEY MARK 19132 B, 76.7 FT (23.4 M)
 DM1860'NORTH-NORTHWEST OF A WOODEN POWER POLE AND 31.6 FT (9.6 M) EAST OF THE
 DM1860'APPROXIMATE CENTERLINE OF THE DRIVEWAY.
 DM1860'
 DM1860'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1860'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DM1860'
 DM1860'OWNERSHIP CONTACT SHARON LAW.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1861 ***********************************************************************
 DM1861  DESIGNATION -  19132 B
 DM1861  PID         -  DM1861
 DM1861  STATE/COUNTY-  FL/PASCO
 DM1861  COUNTRY     -  US
 DM1861  USGS QUAD   -  LUTZ (2018)
 DM1861
 DM1861                         *CURRENT SURVEY CONTROL
 DM1861  ______________________________________________________________________
 DM1861* NAD 83(1986) POSITION- 28 12 32.2    (N) 082 28 17.9    (W)   HD_HELD2
 DM1861* NAVD 88 ORTHO HEIGHT -    21.030 (meters)       69.00  (feet) ADJUSTED
 DM1861  ______________________________________________________________________
 DM1861  GEOID HEIGHT    -        -25.551 (meters)                     GEOID18
 DM1861  DYNAMIC HEIGHT  -         21.000 (meters)       68.90  (feet) COMP
 DM1861  MODELED GRAVITY -    979,198.0   (mgal)                       NAVD 88
 DM1861
 DM1861  VERT ORDER      -  FIRST     CLASS II
 DM1861
 DM1861.The horizontal coordinates were established by autonomous hand held GPS
 DM1861.observations and have an estimated accuracy of +/- 10 meters.
 DM1861
 DM1861.The orthometric height was determined by differential leveling and
 DM1861.adjusted by the NATIONAL GEODETIC SURVEY
 DM1861.in August 2010.
 DM1861
 DM1861.No vertical observational check was made to the station.
 DM1861
 DM1861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1861.GEOID18 height accuracy estimate available here.
 DM1861
 DM1861.Click photographs - Photos may exist for this station.
 DM1861
 DM1861.The dynamic height is computed by dividing the NAVD 88
 DM1861.geopotential number by the normal gravity value computed on the
 DM1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1861.degrees latitude (g = 980.6199 gals.).
 DM1861
 DM1861.The modeled gravity was interpolated from observed gravity values.
 DM1861
 DM1861;                    North         East    Units  Estimated Accuracy
 DM1861;SPC FL W     -   429,453.      153,701.      MT  (+/- 10 meters HH2 GPS)
 DM1861
 DM1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5557521225(NAD 83)
 DM1861
 DM1861                          SUPERSEDED SURVEY CONTROL
 DM1861
 DM1861.No superseded survey control is available for this station.
 DM1861
 DM1861_MARKER: DD = SURVEY DISK
 DM1861_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1861_STAMPING: 19132 B 2010
 DM1861_MARK LOGO: SWFWMD
 DM1861_PROJECTION: FLUSH
 DM1861_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1861+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2010
 DM1861_ROD/PIPE-DEPTH: 13.9 meters
 DM1861
 DM1861  HISTORY     - Date     Condition        Report By
 DM1861  HISTORY     - 20100427 MONUMENTED       FLDEP
 DM1861
 DM1861                          STATION DESCRIPTION
 DM1861
 DM1861'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1861'THE MARK IS ABOUT 7.4 MI (11.9 KM) EAST OF ODESSA, 4.2 MI (6.8 KM)
 DM1861'SOUTH-SOUTHWEST OF EHREN, 4.1 MI (6.6 KM) NORTH OF LUTZ, IN SECTION
 DM1861'23, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1861'
 DM1861'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1861'ROAD 54 IN LAND O LAKES, GO NORTH ON U.S. HIGHWAY 41 FOR 1.6 MI (2.6
 DM1861'KM) TO THE JUNCTION OF LAKE PATIENCE ROAD ON THE LEFT.  TURN LEFT ON
 DM1861'LAKE PATIENCE ROAD AND GO WEST FOR 0.5 MI (0.8 KM) TO THE INTERSECTION
 DM1861'OF MY LADY LANE ON THE RIGHT AND PERDEW DRIVE ON THE LEFT.  TURN LEFT
 DM1861'ON PERDEW DRIVE AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A
 DM1861'PRIVATE UNPAVED DRIVEWAY AT 3732 PERDEW DRIVE ON THE RIGHT.  TURN
 DM1861'RIGHT ON THE UNPAVED DRIVEWAY AND GO SOUTHWEST FOR 0.25 MI (0.4 KM) TO
 DM1861'THE SHARON LAW RESIDENCE AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DM1861'DRIVEN TO REFUSAL AT A DEPTH OF 45.7 FT (13.9 M) WITH AN ALUMINUM DISK
 DM1861'INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT
 DM1861'1.5 FT (0.5 M) BELOW THE LEVEL OF THE DRIVEWAY.
 DM1861'
 DM1861'LOCATED 151.7 FT (46.2 M) SOUTH OF SURVEY MARK 19132 A, 93.2 FT (28.4
 DM1861'M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY, 79.3
 DM1861'FT (24.2 M) SOUTHEAST OF A WOODEN POWER POLE AND 33.8 FT (10.3 M)
 DM1861'NORTHEAST OF THE NORTHEAST CORNER OF THE LAW HOUSE.
 DM1861'
 DM1861'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1861'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DM1861'
 DM1861'OWNERSHIP CONTACT SHARON LAW.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9794 ***********************************************************************
 DL9794  DESIGNATION -  19137 A
 DL9794  PID         -  DL9794
 DL9794  STATE/COUNTY-  FL/PASCO
 DL9794  COUNTRY     -  US
 DL9794  USGS QUAD   -  LUTZ (2018)
 DL9794
 DL9794                         *CURRENT SURVEY CONTROL
 DL9794  ______________________________________________________________________
 DL9794* NAD 83(1986) POSITION- 28 14 09.3    (N) 082 27 46.3    (W)   HD_HELD2
 DL9794* NAVD 88 ORTHO HEIGHT -    22.741 (meters)       74.61  (feet) ADJUSTED
 DL9794  ______________________________________________________________________
 DL9794  GEOID HEIGHT    -        -25.642 (meters)                     GEOID18
 DL9794  DYNAMIC HEIGHT  -         22.708 (meters)       74.50  (feet) COMP
 DL9794  MODELED GRAVITY -    979,199.0   (mgal)                       NAVD 88
 DL9794
 DL9794  VERT ORDER      -  FIRST     CLASS II
 DL9794
 DL9794.The horizontal coordinates were established by autonomous hand held GPS
 DL9794.observations and have an estimated accuracy of +/- 10 meters.
 DL9794
 DL9794.The orthometric height was determined by differential leveling and
 DL9794.adjusted by the NATIONAL GEODETIC SURVEY
 DL9794.in August 2010.
 DL9794
 DL9794.No vertical observational check was made to the station.
 DL9794
 DL9794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9794.GEOID18 height accuracy estimate available here.
 DL9794
 DL9794.Click photographs - Photos may exist for this station.
 DL9794
 DL9794.The dynamic height is computed by dividing the NAVD 88
 DL9794.geopotential number by the normal gravity value computed on the
 DL9794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9794.degrees latitude (g = 980.6199 gals.).
 DL9794
 DL9794.The modeled gravity was interpolated from observed gravity values.
 DL9794
 DL9794;                    North         East    Units  Estimated Accuracy
 DL9794;SPC FL W     -   432,439.      154,574.      MT  (+/- 10 meters HH2 GPS)
 DL9794
 DL9794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5647324203(NAD 83)
 DL9794
 DL9794                          SUPERSEDED SURVEY CONTROL
 DL9794
 DL9794.No superseded survey control is available for this station.
 DL9794
 DL9794_MARKER: DD = SURVEY DISK
 DL9794_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9794_STAMPING: 19137 A 2010
 DL9794_MARK LOGO: SWFWMD
 DL9794_PROJECTION: FLUSH
 DL9794_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9794_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9794_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9794+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DL9794_ROD/PIPE-DEPTH: 6.4 meters
 DL9794
 DL9794  HISTORY     - Date     Condition        Report By
 DL9794  HISTORY     - 20100331 MONUMENTED       FLDEP
 DL9794
 DL9794                          STATION DESCRIPTION
 DL9794
 DL9794'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9794'THE MARK IS ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF FIVAY JUNCTION,
 DL9794'5.9 MI (9.5 KM) NORTH OF LUTZ, 2.3 MI (3.7 KM) SOUTH-SOUTHWEST OF
 DL9794'EHREN, IN SECTION 12, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DL9794'
 DL9794'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DL9794'ROAD 54 IN LAND O LAKES, GO NORTH ON U.S. HIGHWAY 41 FOR 2.05 MI (3.3
 DL9794'KM) TO THE JUNCTION OF SCHOOL ROAD ON THE LEFT.  TURN LEFT ON SCHOOL
 DL9794'ROAD AND GO NORTH FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF A DRIVEWAY AT
 DL9794'5365 SCHOOL ROAD (ASH RESIDENCE) ON THE LEFT.  TURN LEFT ON THE
 DL9794'DRIVEWAY AND GO WEST FOR 0.05 MI (0.1 KM) TO THE ASH RESIDENCE AND THE
 DL9794'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DL9794'21.0 FT (6.4 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC
 DL9794'PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY.
 DL9794'
 DL9794'LOCATED 378.4 FT (115.3 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DL9794'SCHOOL ROAD, 24.9 FT (7.6 M) NORTH-NORTHEAST OF THE NORTHWEST HOUSE
 DL9794'CORNER POST, 10.6 FT (3.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF A
 DL9794'CONCRETE BOAT RAMP AND 4.4 FT (1.3 M) NORTH OF THE NORTH EDGE OF A
 DL9794'CONCRETE DRIVEWAY.
 DL9794'
 DL9794'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9794'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9795 ***********************************************************************
 DL9795  DESIGNATION -  19137 B
 DL9795  PID         -  DL9795
 DL9795  STATE/COUNTY-  FL/PASCO
 DL9795  COUNTRY     -  US
 DL9795  USGS QUAD   -  LUTZ (2018)
 DL9795
 DL9795                         *CURRENT SURVEY CONTROL
 DL9795  ______________________________________________________________________
 DL9795* NAD 83(1986) POSITION- 28 14 08.6    (N) 082 27 47.0    (W)   HD_HELD2
 DL9795* NAVD 88 ORTHO HEIGHT -    22.621 (meters)       74.22  (feet) ADJUSTED
 DL9795  ______________________________________________________________________
 DL9795  GEOID HEIGHT    -        -25.642 (meters)                     GEOID18
 DL9795  DYNAMIC HEIGHT  -         22.588 (meters)       74.11  (feet) COMP
 DL9795  MODELED GRAVITY -    979,199.0   (mgal)                       NAVD 88
 DL9795
 DL9795  VERT ORDER      -  FIRST     CLASS II
 DL9795
 DL9795.The horizontal coordinates were established by autonomous hand held GPS
 DL9795.observations and have an estimated accuracy of +/- 10 meters.
 DL9795
 DL9795.The orthometric height was determined by differential leveling and
 DL9795.adjusted by the NATIONAL GEODETIC SURVEY
 DL9795.in August 2010.
 DL9795
 DL9795.No vertical observational check was made to the station.
 DL9795
 DL9795.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9795.GEOID18 height accuracy estimate available here.
 DL9795
 DL9795.Click photographs - Photos may exist for this station.
 DL9795
 DL9795.The dynamic height is computed by dividing the NAVD 88
 DL9795.geopotential number by the normal gravity value computed on the
 DL9795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9795.degrees latitude (g = 980.6199 gals.).
 DL9795
 DL9795.The modeled gravity was interpolated from observed gravity values.
 DL9795
 DL9795;                    North         East    Units  Estimated Accuracy
 DL9795;SPC FL W     -   432,417.      154,555.      MT  (+/- 10 meters HH2 GPS)
 DL9795
 DL9795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5645424182(NAD 83)
 DL9795
 DL9795                          SUPERSEDED SURVEY CONTROL
 DL9795
 DL9795.No superseded survey control is available for this station.
 DL9795
 DL9795_MARKER: DD = SURVEY DISK
 DL9795_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9795_STAMPING: 19137 B 2010
 DL9795_MARK LOGO: SWFWMD
 DL9795_PROJECTION: FLUSH
 DL9795_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9795_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9795_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9795+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DL9795_ROD/PIPE-DEPTH: 4.7 meters
 DL9795
 DL9795  HISTORY     - Date     Condition        Report By
 DL9795  HISTORY     - 20100331 MONUMENTED       FLDEP
 DL9795
 DL9795                          STATION DESCRIPTION
 DL9795
 DL9795'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9795'THE MARK IS ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF FIVAY JUNCTION,
 DL9795'5.9 MI (9.5 KM) NORTH OF LUTZ, 2.3 MI (3.7 KM) SOUTH-SOUTHWEST OF
 DL9795'EHREN, IN SECTION 12, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DL9795'
 DL9795'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DL9795'ROAD 54 IN LAND O LAKES, GO NORTH ON U.S. HIGHWAY 41 FOR 2.05 MI (3.3
 DL9795'KM) TO THE JUNCTION OF SCHOOL ROAD ON THE LEFT.  TURN LEFT ON SCHOOL
 DL9795'ROAD AND GO NORTH FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF A DRIVEWAY AT
 DL9795'5365 SCHOOL ROAD (ASH RESIDENCE) ON THE LEFT.  TURN LEFT ON THE
 DL9795'DRIVEWAY AND GO WEST FOR 0.05 MI (0.1 KM) TO THE ASH RESIDENCE AND THE
 DL9795'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 15.4
 DL9795'FT (4.7 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE
 DL9795'FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY.
 DL9795'
 DL9795'LOCATED 14.5 FT (4.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF A
 DL9795'CONCRETE BOAT RAMP (OWNED BY THE NEIGHBOR TO THE SOUTH), 7.1 FT (2.2
 DL9795'M) NORTH OF THE SOUTH EDGE OF A CONCRETE SEAWALL, 5.3 FT (1.6 M) WEST
 DL9795'OF A 30-INCH (76 CM) DIAMETER OAK TREE AND 4.3 FT (1.3 M) EAST OF THE
 DL9795'WEST EDGE OF A CONCRETE SEAWALL.
 DL9795'
 DL9795'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9795'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9790 ***********************************************************************
 DL9790  DESIGNATION -  19139 A
 DL9790  PID         -  DL9790
 DL9790  STATE/COUNTY-  FL/PASCO
 DL9790  COUNTRY     -  US
 DL9790  USGS QUAD   -  EHREN (2018)
 DL9790
 DL9790                         *CURRENT SURVEY CONTROL
 DL9790  ______________________________________________________________________
 DL9790* NAD 83(1986) POSITION- 28 15 15.4    (N) 082 28 39.0    (W)   HD_HELD2
 DL9790* NAVD 88 ORTHO HEIGHT -    22.241 (meters)       72.97  (feet) ADJUSTED
 DL9790  ______________________________________________________________________
 DL9790  GEOID HEIGHT    -        -25.683 (meters)                     GEOID18
 DL9790  DYNAMIC HEIGHT  -         22.209 (meters)       72.86  (feet) COMP
 DL9790  MODELED GRAVITY -    979,199.2   (mgal)                       NAVD 88
 DL9790
 DL9790  VERT ORDER      -  FIRST     CLASS II
 DL9790
 DL9790.The horizontal coordinates were established by autonomous hand held GPS
 DL9790.observations and have an estimated accuracy of +/- 10 meters.
 DL9790
 DL9790.The orthometric height was determined by differential leveling and
 DL9790.adjusted by the NATIONAL GEODETIC SURVEY
 DL9790.in August 2010.
 DL9790
 DL9790.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9790.GEOID18 height accuracy estimate available here.
 DL9790
 DL9790.Click photographs - Photos may exist for this station.
 DL9790
 DL9790.The dynamic height is computed by dividing the NAVD 88
 DL9790.geopotential number by the normal gravity value computed on the
 DL9790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9790.degrees latitude (g = 980.6199 gals.).
 DL9790
 DL9790.The modeled gravity was interpolated from observed gravity values.
 DL9790
 DL9790;                    North         East    Units  Estimated Accuracy
 DL9790;SPC FL W     -   434,479.      153,145.      MT  (+/- 10 meters HH2 GPS)
 DL9790
 DL9790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5506126255(NAD 83)
 DL9790
 DL9790                          SUPERSEDED SURVEY CONTROL
 DL9790
 DL9790.No superseded survey control is available for this station.
 DL9790
 DL9790_MARKER: DD = SURVEY DISK
 DL9790_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9790_STAMPING: 19139 A 2010
 DL9790_MARK LOGO: SWFWMD
 DL9790_PROJECTION: FLUSH
 DL9790_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9790+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DL9790_ROD/PIPE-DEPTH: 8.7 meters
 DL9790
 DL9790  HISTORY     - Date     Condition        Report By
 DL9790  HISTORY     - 20100331 MONUMENTED       FLDEP
 DL9790
 DL9790                          STATION DESCRIPTION
 DL9790
 DL9790'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9790'THE MARK IS ABOUT 7.2 MI (11.6 KM) NORTH OF LUTZ, 5.4 MI (8.7 KM)
 DL9790'SOUTH-SOUTHEAST OF FIVAY JUNCTION, 2.0 MI (3.2 KM) WEST-SOUTHWEST OF
 DL9790'EHREN, IN SECTION 2, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DL9790'
 DL9790'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DL9790'ROAD 54 IN LAND O LAKES, GO NORTH ON U.S. HIGHWAY 41 FOR 4.9 MI (7.9
 DL9790'KM) TO THE JUNCTION OF WISTERIA LOOP ON THE LEFT.  TURN LEFT ON
 DL9790'WISTERIA LOOP AND GO SOUTHWEST FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF
 DL9790'A DRIVEWAY AT 6730 WISTERIA LOOP ON THE LEFT.  TURN LEFT ON THE
 DL9790'DRIVEWAY AND GO TO THE SOUTHWEST CORNER OF THE BUSH PROPERTY (NEAR A
 DL9790'BOAT LANDING AND PAVILLION) TO THE MARK ON THE LEFT, AN ALUMINUM ROD
 DL9790'DRIVEN TO REFUSAL AT A DEPTH OF 28.7 FT (8.7 M) WITH AN ALUMINUM DISK
 DL9790'INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL
 DL9790'WITH THE BOAT LANDING.
 DL9790'
 DL9790'LOCATED 78.0 FT (23.8 M) SOUTHWEST OF THE SOUTHWEST PATIO CORNER POST,
 DL9790'39.1 FT (11.9 M) WEST-SOUTHWEST OF THE WEST EDGE OF A CONCRETE
 DL9790'SIDEWALK, 37.7 FT (11.5 M) WEST-NORTHWEST OF THE WESTERNMOST CORNER
 DL9790'POST OF A BOAT DOCK SHELTER AND 23.4 FT (7.1 M) NORTHEAST OF SURVEY
 DL9790'MARK 19139 B.
 DL9790'
 DL9790'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9790'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DL9790'
 DL9790'OWNERSHIP STEVE BUSH, CALL IN ADVANCE SO OWNER CAN PENINSULA DOGS.)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9791 ***********************************************************************
 DL9791  DESIGNATION -  19139 B
 DL9791  PID         -  DL9791
 DL9791  STATE/COUNTY-  FL/PASCO
 DL9791  COUNTRY     -  US
 DL9791  USGS QUAD   -  EHREN (2018)
 DL9791
 DL9791                         *CURRENT SURVEY CONTROL
 DL9791  ______________________________________________________________________
 DL9791* NAD 83(1986) POSITION- 28 15 15.2    (N) 082 28 39.4    (W)   HD_HELD2
 DL9791* NAVD 88 ORTHO HEIGHT -    22.266 (meters)       73.05  (feet) ADJUSTED
 DL9791  ______________________________________________________________________
 DL9791  GEOID HEIGHT    -        -25.683 (meters)                     GEOID18
 DL9791  DYNAMIC HEIGHT  -         22.234 (meters)       72.95  (feet) COMP
 DL9791  MODELED GRAVITY -    979,199.2   (mgal)                       NAVD 88
 DL9791
 DL9791  VERT ORDER      -  FIRST     CLASS II
 DL9791
 DL9791.The horizontal coordinates were established by autonomous hand held GPS
 DL9791.observations and have an estimated accuracy of +/- 10 meters.
 DL9791
 DL9791.The orthometric height was determined by differential leveling and
 DL9791.adjusted by the NATIONAL GEODETIC SURVEY
 DL9791.in August 2010.
 DL9791
 DL9791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9791.GEOID18 height accuracy estimate available here.
 DL9791
 DL9791.Click photographs - Photos may exist for this station.
 DL9791
 DL9791.The dynamic height is computed by dividing the NAVD 88
 DL9791.geopotential number by the normal gravity value computed on the
 DL9791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9791.degrees latitude (g = 980.6199 gals.).
 DL9791
 DL9791.The modeled gravity was interpolated from observed gravity values.
 DL9791
 DL9791;                    North         East    Units  Estimated Accuracy
 DL9791;SPC FL W     -   434,473.      153,134.      MT  (+/- 10 meters HH2 GPS)
 DL9791
 DL9791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5505126249(NAD 83)
 DL9791
 DL9791                          SUPERSEDED SURVEY CONTROL
 DL9791
 DL9791.No superseded survey control is available for this station.
 DL9791
 DL9791_MARKER: DD = SURVEY DISK
 DL9791_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9791_STAMPING: 19139 B 2010
 DL9791_MARK LOGO: SWFWMD
 DL9791_PROJECTION: FLUSH
 DL9791_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9791_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9791+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DL9791_ROD/PIPE-DEPTH: 12.0 meters
 DL9791
 DL9791  HISTORY     - Date     Condition        Report By
 DL9791  HISTORY     - 20100331 MONUMENTED       FLDEP
 DL9791
 DL9791                          STATION DESCRIPTION
 DL9791
 DL9791'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9791'THE MARK IS ABOUT 7.2 MI (11.6 KM) NORTH OF LUTZ, 5.4 MI (8.7 KM)
 DL9791'SOUTH-SOUTHEAST OF FIVAY JUNCTION, 2.0 MI (3.2 KM) WEST-SOUTHWEST OF
 DL9791'EHREN, IN SECTION 2, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DL9791'
 DL9791'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DL9791'ROAD 54 IN LAND O LAKES, GO NORTH ON U.S. HIGHWAY 41 FOR 4.9 MI (7.9
 DL9791'KM) TO THE JUNCTION OF WISTERIA LOOP ON THE LEFT.  TURN LEFT ON
 DL9791'WISTERIA LOOP AND GO SOUTHWEST FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF
 DL9791'A DRIVEWAY AT 6730 WISTERIA LOOP ON THE LEFT.  TURN LEFT ON THE
 DL9791'DRIVEWAY AND GO TO THE SOUTHWEST CORNER OF THE BUSH PROPERTY (NEAR A
 DL9791'BOAT LANDING AND PAVILLION) TO THE MARK ON THE LEFT, AN ALUMINUM ROD
 DL9791'DRIVEN TO REFUSAL AT A DEPTH OF 28.7 FT (8.7 M) WITH AN ALUMINUM DISK
 DL9791'INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL
 DL9791'WITH THE BOAT LANDING.
 DL9791'
 DL9791'LOCATED 100.6 FT (30.7 M) SOUTH-SOUTHWEST OF THE SOUTHWEST PATIO
 DL9791'CORNER POST, 56.7 FT (17.3 M) WEST-SOUTHWEST OF THE WESTERNMOST CORNER
 DL9791'POST OF A BOAT DOCK SHELTER, 55.8 FT (17.0 M) WEST-SOUTHWEST OF THE
 DL9791'WEST EDGE OF A CONCRETE SHELTER SLAB AND 23.4 FT (7.1 M) SOUTHWEST OF
 DL9791'SURVEY MARK 19139 A.
 DL9791'
 DL9791'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9791'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DL9791'
 DL9791'OWNERSHIP STEVE BUSH, (CALL IN ADVANCE SO OWNER CAN PENINSULA DOGS.)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9792 ***********************************************************************
 DL9792  DESIGNATION -  19140 A
 DL9792  PID         -  DL9792
 DL9792  STATE/COUNTY-  FL/PASCO
 DL9792  COUNTRY     -  US
 DL9792  USGS QUAD   -  EHREN (2018)
 DL9792
 DL9792                         *CURRENT SURVEY CONTROL
 DL9792  ______________________________________________________________________
 DL9792* NAD 83(1986) POSITION- 28 15 02.0    (N) 082 28 31.5    (W)   HD_HELD2
 DL9792* NAVD 88 ORTHO HEIGHT -    22.494 (meters)       73.80  (feet) ADJUSTED
 DL9792  ______________________________________________________________________
 DL9792  GEOID HEIGHT    -        -25.673 (meters)                     GEOID18
 DL9792  DYNAMIC HEIGHT  -         22.461 (meters)       73.69  (feet) COMP
 DL9792  MODELED GRAVITY -    979,199.2   (mgal)                       NAVD 88
 DL9792
 DL9792  VERT ORDER      -  FIRST     CLASS II
 DL9792
 DL9792.The horizontal coordinates were established by autonomous hand held GPS
 DL9792.observations and have an estimated accuracy of +/- 10 meters.
 DL9792
 DL9792.The orthometric height was determined by differential leveling and
 DL9792.adjusted by the NATIONAL GEODETIC SURVEY
 DL9792.in August 2010.
 DL9792
 DL9792.No vertical observational check was made to the station.
 DL9792
 DL9792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9792.GEOID18 height accuracy estimate available here.
 DL9792
 DL9792.Click photographs - Photos may exist for this station.
 DL9792
 DL9792.The dynamic height is computed by dividing the NAVD 88
 DL9792.geopotential number by the normal gravity value computed on the
 DL9792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9792.degrees latitude (g = 980.6199 gals.).
 DL9792
 DL9792.The modeled gravity was interpolated from observed gravity values.
 DL9792
 DL9792;                    North         East    Units  Estimated Accuracy
 DL9792;SPC FL W     -   434,066.      153,348.      MT  (+/- 10 meters HH2 GPS)
 DL9792
 DL9792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5526125840(NAD 83)
 DL9792
 DL9792                          SUPERSEDED SURVEY CONTROL
 DL9792
 DL9792.No superseded survey control is available for this station.
 DL9792
 DL9792_MARKER: DD = SURVEY DISK
 DL9792_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9792_STAMPING: 19140 A 2010
 DL9792_MARK LOGO: SWFWMD
 DL9792_PROJECTION: FLUSH
 DL9792_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9792_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9792+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 DL9792_ROD/PIPE-DEPTH: 8.7 meters
 DL9792
 DL9792  HISTORY     - Date     Condition        Report By
 DL9792  HISTORY     - 20100413 MONUMENTED       FLDEP
 DL9792
 DL9792                          STATION DESCRIPTION
 DL9792
 DL9792'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9792'THE MARK IS ABOUT 6.9 MI (11.1 KM) NORTH OF LUTZ, 5.7 MI (9.2 KM)
 DL9792'SOUTH-SOUTHEAST OF FIVAY JUNCTION, 2.0 MI (3.2 KM) WEST-SOUTHWEST OF
 DL9792'EHREN, IN SECTION 2, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DL9792'
 DL9792'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DL9792'ROAD 54 IN LAND O LAKES, GO NORTH ON U.S. HIGHWAY 41 FOR 4.6 MI (7.4
 DL9792'KM) TO THE JUNCTION OF TOWER ROAD ON THE LEFT.  TURN LEFT ON TOWER
 DL9792'ROAD AND GO SOUTHWEST FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF A
 DL9792'DRIVEWAY AT 6347 TOWER ROAD ON THE RIGHT.  TURN RIGHT ON THE DRIVEWAY
 DL9792'AND GO WEST THROUGH A PRIVATE GATE FOR 0.25 MI (0.4 KM) TO THE HURLET
 DL9792'RESIDENCE AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DL9792'AT A DEPTH OF 28.7 FT (8.7 M) WITH AN ALUMINUM DISK INCASED IN A
 DL9792'5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE
 DL9792'DRIVEWAY.
 DL9792'
 DL9792'LOCATED 107.2 FT (32.7 M) WEST-SOUTHWEST OF SURVEY MARK 19140 B, 56.8
 DL9792'FT (17.3 M) SOUTH-SOUTHEAST OF THE SOUTHEAST PORCH CORNER POST, 50.4
 DL9792'FT (15.4 M) SOUTHWEST OF THE APPROXIMATE CENTER OF A WOODEN BOARDWALK
 DL9792'(LEADING TO A DOCK) AND 20.1 FT (6.1 M) EAST-NORTHEAST OF A BLACK
 DL9792'STEEL WATER PUMP.
 DL9792'
 DL9792'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9792'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DL9792'
 DL9792'OWNERSHIP JOHN AND JOANNE HURLEY, (CALL IN ADVANCE SO OWNER CAN
 DL9792'PENINSULA DOG).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9793 ***********************************************************************
 DL9793  DESIGNATION -  19140 B
 DL9793  PID         -  DL9793
 DL9793  STATE/COUNTY-  FL/PASCO
 DL9793  COUNTRY     -  US
 DL9793  USGS QUAD   -  EHREN (2018)
 DL9793
 DL9793                         *CURRENT SURVEY CONTROL
 DL9793  ______________________________________________________________________
 DL9793* NAD 83(1986) POSITION- 28 15 02.1    (N) 082 28 30.8    (W)   HD_HELD2
 DL9793* NAVD 88 ORTHO HEIGHT -    22.623 (meters)       74.22  (feet) ADJUSTED
 DL9793  ______________________________________________________________________
 DL9793  GEOID HEIGHT    -        -25.673 (meters)                     GEOID18
 DL9793  DYNAMIC HEIGHT  -         22.590 (meters)       74.11  (feet) COMP
 DL9793  MODELED GRAVITY -    979,199.2   (mgal)                       NAVD 88
 DL9793
 DL9793  VERT ORDER      -  FIRST     CLASS II
 DL9793
 DL9793.The horizontal coordinates were established by autonomous hand held GPS
 DL9793.observations and have an estimated accuracy of +/- 10 meters.
 DL9793
 DL9793.The orthometric height was determined by differential leveling and
 DL9793.adjusted by the NATIONAL GEODETIC SURVEY
 DL9793.in August 2010.
 DL9793
 DL9793.No vertical observational check was made to the station.
 DL9793
 DL9793.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9793.GEOID18 height accuracy estimate available here.
 DL9793
 DL9793.Click photographs - Photos may exist for this station.
 DL9793
 DL9793.The dynamic height is computed by dividing the NAVD 88
 DL9793.geopotential number by the normal gravity value computed on the
 DL9793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9793.degrees latitude (g = 980.6199 gals.).
 DL9793
 DL9793.The modeled gravity was interpolated from observed gravity values.
 DL9793
 DL9793;                    North         East    Units  Estimated Accuracy
 DL9793;SPC FL W     -   434,069.      153,367.      MT  (+/- 10 meters HH2 GPS)
 DL9793
 DL9793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5528025843(NAD 83)
 DL9793
 DL9793                          SUPERSEDED SURVEY CONTROL
 DL9793
 DL9793.No superseded survey control is available for this station.
 DL9793
 DL9793_MARKER: DD = SURVEY DISK
 DL9793_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9793_STAMPING: 19140 B 2010
 DL9793_MARK LOGO: SWFWMD
 DL9793_PROJECTION: FLUSH
 DL9793_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9793_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9793+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 DL9793_ROD/PIPE-DEPTH: 13.0 meters
 DL9793
 DL9793  HISTORY     - Date     Condition        Report By
 DL9793  HISTORY     - 20100413 MONUMENTED       FLDEP
 DL9793
 DL9793                          STATION DESCRIPTION
 DL9793
 DL9793'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9793'THE MARK IS ABOUT 6.9 MI (11.1 KM) NORTH OF LUTZ, 5.7 MI (9.2 KM)
 DL9793'SOUTH-SOUTHEAST OF FIVAY JUNCTION, 2.0 MI (3.2 KM) WEST-SOUTHWEST OF
 DL9793'EHREN, IN SECTION 2, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DL9793'
 DL9793'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DL9793'ROAD 54 IN LAND O LAKES, GO NORTH ON U.S. HIGHWAY 41 FOR 4.6 MI (7.4
 DL9793'KM) TO THE JUNCTION OF TOWER ROAD ON THE LEFT.  TURN LEFT ON TOWER
 DL9793'ROAD AND GO SOUTHWEST FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF A
 DL9793'DRIVEWAY AT 6347 TOWER ROAD ON THE RIGHT.  TURN RIGHT ON THE DRIVEWAY
 DL9793'AND GO WEST THROUGH A PRIVATE GATE FOR 0.25 MI (0.4 KM) TO THE HURLET
 DL9793'RESIDENCE AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DL9793'AT A DEPTH OF 42.8 FT (13.0 M) WITH AN ALUMINUM DISK INCASED IN A
 DL9793'5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE
 DL9793'DRIVEWAY.
 DL9793'
 DL9793'LOCATED 107.2 FT (32.7 M) EAST-NORTHEAST OF SURVEY MARK 19140 A, 65.3
 DL9793'FT (19.9 M) WEST-SOUTHWEST OF A METAL GATE CORNER POST, 63.8 FT (19.4
 DL9793'M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A PAVED DRIVEWAY,
 DL9793'59.4 FT (18.1 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HURLEY
 DL9793'HOUSE AND 57.4 FT (17.5 M) NORTHEAST OF THE APPROXIMATE CENTER OF A
 DL9793'WOODEN BOARDWALK (LEADING TO A DOCK).
 DL9793'
 DL9793'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9793'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DL9793'
 DL9793'OWNERSHIP JOHN AND JOANNE HURLEY, (CALL IN ADVANCE SO OWNER CAN
 DL9793'PENINSULA DOG).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3385 ***********************************************************************
 DQ3385  DESIGNATION -  19246
 DQ3385  PID         -  DQ3385
 DQ3385  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3385  COUNTRY     -  US
 DQ3385  USGS QUAD   -  PLANT CITY WEST (2018)
 DQ3385
 DQ3385                         *CURRENT SURVEY CONTROL
 DQ3385  ______________________________________________________________________
 DQ3385* NAD 83(1986) POSITION- 28 04 07.7    (N) 082 08 07.9    (W)   HD_HELD2
 DQ3385* NAVD 88 ORTHO HEIGHT -    31.413 (meters)      103.06  (feet) ADJUSTED
 DQ3385  ______________________________________________________________________
 DQ3385  GEOID HEIGHT    -        -25.802 (meters)                     GEOID18
 DQ3385  DYNAMIC HEIGHT  -         31.366 (meters)      102.91  (feet) COMP
 DQ3385  MODELED GRAVITY -    979,176.0   (mgal)                       NAVD 88
 DQ3385
 DQ3385  VERT ORDER      -  FIRST     CLASS II
 DQ3385
 DQ3385.The horizontal coordinates were established by autonomous hand held GPS
 DQ3385.observations and have an estimated accuracy of +/- 10 meters.
 DQ3385
 DQ3385.The orthometric height was determined by differential leveling and
 DQ3385.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3385.in October 2016.
 DQ3385
 DQ3385.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3385.GEOID18 height accuracy estimate available here.
 DQ3385
 DQ3385.Click photographs - Photos may exist for this station.
 DQ3385
 DQ3385.The dynamic height is computed by dividing the NAVD 88
 DQ3385.geopotential number by the normal gravity value computed on the
 DQ3385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3385.degrees latitude (g = 980.6199 gals.).
 DQ3385
 DQ3385.The modeled gravity was interpolated from observed gravity values.
 DQ3385
 DQ3385;                    North         East    Units  Estimated Accuracy
 DQ3385;SPC FL W     -   413,841.      186,678.      MT  (+/- 10 meters HH2 GPS)
 DQ3385
 DQ3385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8841805344(NAD 83)
 DQ3385
 DQ3385                          SUPERSEDED SURVEY CONTROL
 DQ3385
 DQ3385.No superseded survey control is available for this station.
 DQ3385
 DQ3385_MARKER: DD = SURVEY DISK
 DQ3385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3385_STAMPING: 19246 2008
 DQ3385_MARK LOGO: SWFWMD
 DQ3385_PROJECTION: FLUSH
 DQ3385_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3385+STABILITY: SURFACE MOTION
 DQ3385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3385+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2016
 DQ3385
 DQ3385  HISTORY     - Date     Condition        Report By
 DQ3385  HISTORY     - 20080611 MONUMENTED       SWFWMD
 DQ3385  HISTORY     - 20160602 GOOD             FLDEP
 DQ3385
 DQ3385                          STATION DESCRIPTION
 DQ3385
 DQ3385'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ3385'THE MARK IS ABOUT 9.8 MI (15.8 KM) SOUTHWEST OF SOCRUM, 7.3 MI (11.7
 DQ3385'KM) NORTHEAST OF DOVER.  3.7 MI (6.0 KM) NORTH-NORTHWEST OF PLANT
 DQ3385'CITY, IN SECTION 8, TOWNSHIP 28 SOUTH, RANGE 22 EAST.
 DQ3385'
 DQ3385'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3385'OVERPASS AND STATE ROAD 39 (ALEXANDER STREET AND ALSO KNOWN AS STATE
 DQ3385'ROAD 39A) ABOUT 1.3 MI (2.1 KM) NORTHWEST OF PLANT CITY, GO NORTH ON
 DQ3385'STATE ROAD 39 (ALEXANDER STREET) FOR 2.45 MI (3.94 KM) TO THE JUNCTION
 DQ3385'OF A DIRT ROAD ON THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO EAST
 DQ3385'FOR ABOUT 100.0 FT (30.5 M), CROSSING THE RAILROAD TRACKS TO A LOCKED
 DQ3385'METAL GATE, ENTER THE GATE.  TURN LEFT AND GO NORTH FOR ABOUT 200.0 FT
 DQ3385'(61.0 M) TO A WELL SITE AND THE MARK AHEAD, AN ALUMINUM ROD DRIVEN
 DQ3385'INTO THE GROUND WITH AN ALUMINUM DISK SET ON THE TOP AND IN A 12-INCH
 DQ3385'(30 CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH
 DQ3385'THE DIRT ROAD.
 DQ3385'
 DQ3385'LOCATED ABOUT 200.0 FT (61.0 M) NORTH-NORTHEAST OF THE APPROXIMATE
 DQ3385'CENTER OF A METAL GATE, 96.5 FT (29.4 M) EAST OF A BARB WIRE FENCE,
 DQ3385'4.5 FT (1.4 M) EAST OF WELL NUMBER 19246 AND 1.1 FT (0.3 M) SOUTH OF A
 DQ3385'CARSONITE WITNESS POST.
 DQ3385'
 DQ3385'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3214 ***********************************************************************
 AF3214  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3214  DESIGNATION -  1934
 AF3214  PID         -  AF3214
 AF3214  STATE/COUNTY-  FL/ST LUCIE
 AF3214  COUNTRY     -  US
 AF3214  USGS QUAD   -  FORT PIERCE (2018)
 AF3214
 AF3214                         *CURRENT SURVEY CONTROL
 AF3214  ______________________________________________________________________
 AF3214* NAD 83(1986) POSITION- 27 28 08.     (N) 080 17 48.     (W)   SCALED
 AF3214* NAVD 88 ORTHO HEIGHT -     0.476 (meters)        1.56  (feet) ADJUSTED
 AF3214  ______________________________________________________________________
 AF3214  GEOID HEIGHT    -        -27.636 (meters)                     GEOID18
 AF3214  DYNAMIC HEIGHT  -          0.476 (meters)        1.56  (feet) COMP
 AF3214  MODELED GRAVITY -    979,149.5   (mgal)                       NAVD 88
 AF3214
 AF3214  VERT ORDER      -  SECOND    CLASS 0
 AF3214
 AF3214.The horizontal coordinates were scaled from a map and have
 AF3214.an estimated accuracy of +/- 6 seconds.
 AF3214
 AF3214.The orthometric height was determined by differential leveling and
 AF3214.adjusted by the NATIONAL GEODETIC SURVEY
 AF3214.in June 1991.
 AF3214
 AF3214.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3214.GEOID18 height accuracy estimate available here.
 AF3214
 AF3214.This Tidal Bench Mark is designated as VM 5425
 AF3214.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3214
 AF3214.Click photographs - Photos may exist for this station.
 AF3214
 AF3214.The dynamic height is computed by dividing the NAVD 88
 AF3214.geopotential number by the normal gravity value computed on the
 AF3214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3214.degrees latitude (g = 980.6199 gals.).
 AF3214
 AF3214.The modeled gravity was interpolated from observed gravity values.
 AF3214
 AF3214;                    North         East    Units  Estimated Accuracy
 AF3214;SPC FL E     -   347,550.      269,510.      MT  (+/- 180 meters Scaled)
 AF3214
 AF3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL694385(NAD 83)
 AF3214
 AF3214                          SUPERSEDED SURVEY CONTROL
 AF3214
 AF3214  NGVD 29 (??/??/92)    0.939  (m)            3.08   (f) SUPERSEDED  2 0
 AF3214  NGVD 29 (09/01/92)    0.935  (m)            3.07   (f) ADJUSTED    2 0
 AF3214
 AF3214.Superseded values are not recommended for survey control.
 AF3214
 AF3214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3214.See file dsdata.pdf to determine how the superseded data were derived.
 AF3214
 AF3214_MARKER: DB = BENCH MARK DISK
 AF3214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF3214_STAMPING: 34 1934
 AF3214_MARK LOGO: CGS
 AF3214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3214+STABILITY: SURFACE MOTION
 AF3214
 AF3214  HISTORY     - Date     Condition        Report By
 AF3214  HISTORY     - 1934     MONUMENTED       CGS
 AF3214  HISTORY     - 1965     GOOD             CGS
 AF3214  HISTORY     - 1972     GOOD             NGS
 AF3214  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AF3214  HISTORY     - 20200506 MARK NOT FOUND   GEOCAC
 AF3214
 AF3214                          STATION DESCRIPTION
 AF3214
 AF3214'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AF3214'3.2 MI NE FROM FT PIERCE.
 AF3214'ABOUT 1.0 NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM THE
 AF3214'STATION AT FT. PIERCE, THENCE ABOUT 2.2 MILES EAST ALONG AVENUE
 AF3214'H AND SEAWAY DRIVE, ALONG THE SOUTH SIDE OF FT. PIERCE INLET,
 AF3214'IN SECTION 36, R 40 E, T 34 S, ABOUT 15 MILE EAST OF THE COAST
 AF3214'GUARD STATION, 39 YARDS NORTHWEST OF THE NORTHWEST CORNER OF
 AF3214'HOUSE NO. 1640, 1 FOOT SOUTHEAST OF THE SOUTHEAST END OF THE
 AF3214'CONCRETE WING WALL AT THE NORTHEAST END OF AN OLD ABANDONED
 AF3214'DOCK, IN LINE WITH THE NORTH-EAST SIDE OF THE WING WALL, ABOUT
 AF3214'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 AF3214'PROJECTING 0.1 FOOT.  BINNEY DOCK.  TIDAL STA 1-54.
 AF3214
 AF3214                          STATION RECOVERY (1972)
 AF3214
 AF3214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3214'RECOVERED IN GOOD CONDITION.
 AF3214
 AF3214                          STATION RECOVERY (1990)
 AF3214
 AF3214'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF3214'MARK NOT FOUND.
 AF3214
 AF3214                          STATION RECOVERY (2020)
 AF3214
 AF3214'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF3214'BINNEY DOCK HAS BEEN REMOVED.  THE MARK WAS SEARCHED FOR AND NOT
 AF3214'FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3335 ***********************************************************************
 DQ3335  DESIGNATION -  19341 A
 DQ3335  PID         -  DQ3335
 DQ3335  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3335  COUNTRY     -  US
 DQ3335  USGS QUAD   -  PLANT CITY EAST (2018)
 DQ3335
 DQ3335                         *CURRENT SURVEY CONTROL
 DQ3335  ______________________________________________________________________
 DQ3335* NAD 83(1986) POSITION- 28 06 51.3    (N) 082 05 56.7    (W)   HD_HELD2
 DQ3335* NAVD 88 ORTHO HEIGHT -    30.485 (meters)      100.02  (feet) ADJUSTED
 DQ3335  ______________________________________________________________________
 DQ3335  GEOID HEIGHT    -        -26.060 (meters)                     GEOID18
 DQ3335  DYNAMIC HEIGHT  -         30.440 (meters)       99.87  (feet) COMP
 DQ3335  MODELED GRAVITY -    979,167.7   (mgal)                       NAVD 88
 DQ3335
 DQ3335  VERT ORDER      -  FIRST     CLASS II
 DQ3335
 DQ3335.The horizontal coordinates were established by autonomous hand held GPS
 DQ3335.observations and have an estimated accuracy of +/- 10 meters.
 DQ3335
 DQ3335.The orthometric height was determined by differential leveling and
 DQ3335.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3335.in October 2016.
 DQ3335
 DQ3335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3335.GEOID18 height accuracy estimate available here.
 DQ3335
 DQ3335.Click photographs - Photos may exist for this station.
 DQ3335
 DQ3335.The dynamic height is computed by dividing the NAVD 88
 DQ3335.geopotential number by the normal gravity value computed on the
 DQ3335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3335.degrees latitude (g = 980.6199 gals.).
 DQ3335
 DQ3335.The modeled gravity was interpolated from observed gravity values.
 DQ3335
 DQ3335;                    North         East    Units  Estimated Accuracy
 DQ3335;SPC FL W     -   418,873.      190,265.      MT  (+/- 10 meters HH2 GPS)
 DQ3335
 DQ3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9204510346(NAD 83)
 DQ3335
 DQ3335                          SUPERSEDED SURVEY CONTROL
 DQ3335
 DQ3335.No superseded survey control is available for this station.
 DQ3335
 DQ3335_MARKER: DD = SURVEY DISK
 DQ3335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3335_STAMPING: 19341 A 2008
 DQ3335_MARK LOGO: SWFWMD
 DQ3335_PROJECTION: FLUSH
 DQ3335_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3335+STABILITY: SURFACE MOTION
 DQ3335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3335+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2016
 DQ3335
 DQ3335  HISTORY     - Date     Condition        Report By
 DQ3335  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3335  HISTORY     - 20160604 GOOD             FLDEP
 DQ3335
 DQ3335                          STATION DESCRIPTION
 DQ3335
 DQ3335'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3335'THE MARK IS ABOUT 8.1 MI (13.0 KM) WEST-SOUTHWEST OF PROVIDENCE, 6.7
 DQ3335'MI (10.8 KM) NORTH OF PLANT CITY, 6.1 MI (9.8 KM) SOUTHWEST OF SOCRUM,
 DQ3335'IN SECTION 22, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3335'
 DQ3335'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE-4
 DQ3335'OVERPASS AND U.S. HIGHWAY 39 IN PLANT CITY, GO NORTH ON U.S. HIGHWAY
 DQ3335'39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM) TO THE INTERSECTION OF
 DQ3335'EAST KNIGHTS GRIFFIN ROAD.  TURN RIGHT ON EAST KNIGHTS GRIFFIN ROAD
 DQ3335'AND GO EAST FOR 3.8 MI (6.1 KM) TO 3536 EAST KNIGHTS GRIFFIN ROAD AND
 DQ3335'THE ENTRANCE TO LOWER GREEN SWAMP NATURE PRESERVE AT CONE RANCH ON THE
 DQ3335'LEFT.  TURN LEFT ENTERING THE LOWER GREEN SWAMP NATURE PRESERVE ON A
 DQ3335'DIM ROAD AND GO NORTHWESTERLY NOW ON A TWO RUT ROAD FOR 3.4 MI (5.5
 DQ3335'KM) TO A LOCKED METAL GATE.  CONTINUE NORTHWEST THROUGH THE GATE ABOUT
 DQ3335'300.0 FT (91.4 M) TO A LOCKED METAL GATE LEADING EAST THROUGH A FIELD.
 DQ3335'TURN RIGHT PASSING THROUGH THE GATE AND GO EAST THROUGH THE FIELD FOR
 DQ3335'0.3 MI (0.5 KM) TO WELL SITE 19341 ON THE RIGHT.  CONTINUE EAST FOR
 DQ3335'0.1 MI (0.2 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN INTO
 DQ3335'THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DQ3335'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, FLUSH WITH THE
 DQ3335'GROUND AND LEVEL WITH THE DIM TRAIL.
 DQ3335'
 DQ3335'LOCATED 412.8 FT (125.8 M) EAST OF SURVEY MARK 19341 B, 12.8 FT (3.9
 DQ3335'M) NORTH-NORTHEAST OF A TRIPLE TRUNK OAK TREE AND 1.0 FT (0.3 M) EAST
 DQ3335'OF A CARSONITE WITNESS POST.
 DQ3335'
 DQ3335'NOTE ACCESS TO LOWER GREEN SWAMP PRESERVE CAN BE MADE BY CONTACTING
 DQ3335'813-757-3713.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3334 ***********************************************************************
 DQ3334  DESIGNATION -  19341 B
 DQ3334  PID         -  DQ3334
 DQ3334  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3334  COUNTRY     -  US
 DQ3334  USGS QUAD   -  PLANT CITY EAST (2018)
 DQ3334
 DQ3334                         *CURRENT SURVEY CONTROL
 DQ3334  ______________________________________________________________________
 DQ3334* NAD 83(1986) POSITION- 28 06 50.6    (N) 082 06 01.6    (W)   HD_HELD2
 DQ3334* NAVD 88 ORTHO HEIGHT -    30.580 (meters)      100.33  (feet) ADJUSTED
 DQ3334  ______________________________________________________________________
 DQ3334  GEOID HEIGHT    -        -26.055 (meters)                     GEOID18
 DQ3334  DYNAMIC HEIGHT  -         30.535 (meters)      100.18  (feet) COMP
 DQ3334  MODELED GRAVITY -    979,167.9   (mgal)                       NAVD 88
 DQ3334
 DQ3334  VERT ORDER      -  FIRST     CLASS II
 DQ3334
 DQ3334.The horizontal coordinates were established by autonomous hand held GPS
 DQ3334.observations and have an estimated accuracy of +/- 10 meters.
 DQ3334
 DQ3334.The orthometric height was determined by differential leveling and
 DQ3334.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3334.in October 2016.
 DQ3334
 DQ3334.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3334.GEOID18 height accuracy estimate available here.
 DQ3334
 DQ3334.Click photographs - Photos may exist for this station.
 DQ3334
 DQ3334.The dynamic height is computed by dividing the NAVD 88
 DQ3334.geopotential number by the normal gravity value computed on the
 DQ3334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3334.degrees latitude (g = 980.6199 gals.).
 DQ3334
 DQ3334.The modeled gravity was interpolated from observed gravity values.
 DQ3334
 DQ3334;                    North         East    Units  Estimated Accuracy
 DQ3334;SPC FL W     -   418,852.      190,131.      MT  (+/- 10 meters HH2 GPS)
 DQ3334
 DQ3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9191110326(NAD 83)
 DQ3334
 DQ3334                          SUPERSEDED SURVEY CONTROL
 DQ3334
 DQ3334.No superseded survey control is available for this station.
 DQ3334
 DQ3334_MARKER: DD = SURVEY DISK
 DQ3334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3334_STAMPING: 19341 B 2008
 DQ3334_MARK LOGO: SWFWMD
 DQ3334_PROJECTION: FLUSH
 DQ3334_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3334+STABILITY: SURFACE MOTION
 DQ3334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3334+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2016
 DQ3334
 DQ3334  HISTORY     - Date     Condition        Report By
 DQ3334  HISTORY     - 2008     MONUMENTED       SFLWMD
 DQ3334  HISTORY     - 20160604 GOOD             FLDEP
 DQ3334
 DQ3334                          STATION DESCRIPTION
 DQ3334
 DQ3334'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3334'THE MARK IS ABOUT 8.2 MI (13.2 KM) WEST-SOUTHWEST OF PROVIDENCE, 6.6
 DQ3334'MI (10.6 KM) NORTH OF PLANT CITY, 6.2 MI (10.0 KM) SOUTHWEST OF
 DQ3334'SOCRUM, IN SECTION 22, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3334'
 DQ3334'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3334'OVERPASS AND U.S. HIGHWAY 39 IN PLANT CITY, GO NORTH ON U.S. HIGHWAY
 DQ3334'39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM) TO THE INTERSECTION OF
 DQ3334'EAST KNIGHTS GRIFFIN ROAD.  TURN RIGHT ON EAST KNIGHTS GRIFFIN ROAD
 DQ3334'AND GO EAST FOR 3.8 MI (6.1 KM) TO 3536 EAST KNIGHTS GRIFFIN ROAD AND
 DQ3334'THE ENTRANCE TO LOWER GREEN SWAMP NATURE PRESERVE AT CONE RANCH ON THE
 DQ3334'LEFT.  TURN LEFT ENTERING THE LOWER GREEN SWAMP NATURE PRESERVE ON A
 DQ3334'DIM ROAD AND GO NORTHWESTERLY NOW ON A TWO RUT ROAD FOR 3.4 MI (5.5
 DQ3334'KM) TO A LOCKED METAL GATE.  CONTINUE NORTHWEST THROUGH THE GATE ABOUT
 DQ3334'300.0 FT (91.4 M) TO A LOCKED METAL GATE LEADING EAST THROUGH A FIELD.
 DQ3334'TURN RIGHT PASSING THROUGH THE GATE AND GO EAST THROUGH THE FIELD FOR
 DQ3334'0.3 MI (0.5 KM) TO WELL SITE 19341 AND THE MARK, AN ALUMINUM ROD
 DQ3334'DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A
 DQ3334'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DQ3334'FLUSH WITH THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DQ3334'
 DQ3334'LOCATED 412.8 FT (125.8 M) WEST OF SURVEY MARK 19341 B, 11.0 FT (3.4
 DQ3334'M) NORTH-NORTHWEST OF WELL SITE NUMBER 19346, 8.0 FT (2.4 M) NORTHEAST
 DQ3334'OF THE SOUTHEAST CORNER OF A WOODEN FRAME FENCE AND 0.6 FT (18 CM)
 DQ3334'EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 DQ3334'
 DQ3334'NOTE ACCESS TO LOWER GREEN SWAMP PRESERVE CAN BE MADE BY CONTACTING
 DQ3334'813-757-3713.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3338 ***********************************************************************
 DQ3338  DESIGNATION -  19342 A
 DQ3338  PID         -  DQ3338
 DQ3338  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3338  COUNTRY     -  US
 DQ3338  USGS QUAD   -  SOCRUM (2018)
 DQ3338
 DQ3338                         *CURRENT SURVEY CONTROL
 DQ3338  ______________________________________________________________________
 DQ3338* NAD 83(1986) POSITION- 28 07 30.7    (N) 082 05 56.5    (W)   HD_HELD2
 DQ3338* NAVD 88 ORTHO HEIGHT -    29.486 (meters)       96.74  (feet) ADJUSTED
 DQ3338  ______________________________________________________________________
 DQ3338  GEOID HEIGHT    -        -26.096 (meters)                     GEOID18
 DQ3338  DYNAMIC HEIGHT  -         29.442 (meters)       96.59  (feet) COMP
 DQ3338  MODELED GRAVITY -    979,166.6   (mgal)                       NAVD 88
 DQ3338
 DQ3338  VERT ORDER      -  FIRST     CLASS II
 DQ3338
 DQ3338.The horizontal coordinates were established by autonomous hand held GPS
 DQ3338.observations and have an estimated accuracy of +/- 10 meters.
 DQ3338
 DQ3338.The orthometric height was determined by differential leveling and
 DQ3338.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3338.in October 2016.
 DQ3338
 DQ3338.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3338.GEOID18 height accuracy estimate available here.
 DQ3338
 DQ3338.Click photographs - Photos may exist for this station.
 DQ3338
 DQ3338.The dynamic height is computed by dividing the NAVD 88
 DQ3338.geopotential number by the normal gravity value computed on the
 DQ3338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3338.degrees latitude (g = 980.6199 gals.).
 DQ3338
 DQ3338.The modeled gravity was interpolated from observed gravity values.
 DQ3338
 DQ3338;                    North         East    Units  Estimated Accuracy
 DQ3338;SPC FL W     -   420,086.      190,271.      MT  (+/- 10 meters HH2 GPS)
 DQ3338
 DQ3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9206211558(NAD 83)
 DQ3338
 DQ3338                          SUPERSEDED SURVEY CONTROL
 DQ3338
 DQ3338.No superseded survey control is available for this station.
 DQ3338
 DQ3338_MARKER: DD = SURVEY DISK
 DQ3338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3338_STAMPING: 19342 A 2008
 DQ3338_MARK LOGO: SWFWMD
 DQ3338_PROJECTION: FLUSH
 DQ3338_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3338+STABILITY: SURFACE MOTION
 DQ3338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3338+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2016
 DQ3338
 DQ3338  HISTORY     - Date     Condition        Report By
 DQ3338  HISTORY     - 2008     MONUMENTED       SFLWMD
 DQ3338  HISTORY     - 20160604 GOOD             FLDEP
 DQ3338
 DQ3338                          STATION DESCRIPTION
 DQ3338
 DQ3338'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3338'THE MARK IS ABOUT 7.9 MI (12.7 KM) WEST-SOUTHWEST OF PROVIDENCE, 7.4
 DQ3338'MI (11.9 KM) NORTH OF PLANT CITY, 5.7 MI (9.2 KM) WEST-SOUTHWEST OF
 DQ3338'SOCRUM, IN SECTION 22, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3338'
 DQ3338'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3338'OVERPASS AND U.S. HIGHWAY 39 IN PLANT CITY, GO NORTH ON U.S. HIGHWAY
 DQ3338'39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM) TO THE INTERSECTION OF
 DQ3338'EAST KNIGHTS GRIFFIN ROAD.  TURN RIGHT ON EAST KNIGHTS GRIFFIN ROAD
 DQ3338'AND GO EAST FOR 3.8 MI (6.1 KM) TO 3536 EAST KNIGHTS GRIFFIN ROAD AND
 DQ3338'THE ENTRANCE TO LOWER GREEN SWAMP NATURE PRESERVE AT CONE RANCH ON THE
 DQ3338'LEFT.  TURN LEFT ENTERING THE LOWER GREEN SWAMP NATURE PRESERVE ON A
 DQ3338'DIM ROAD AND GO NORTHWESTERLY NOW ON A TWO RUT ROAD FOR 3.4 MI (5.5
 DQ3338'KM) TO A LOCKED METAL CATTLE GATE.  CONTINUE NORTHWEST THROUGH THE
 DQ3338'CATTLE GATE ON THE TWO RUT ROAD FOR 0.45 MI (0.72 KM) TO THE
 DQ3338'INTERSECTION OF A DIM ROAD LEADING EAST-WEST THROUGH AUDUBON RANCH.
 DQ3338'TURN RIGHT ON THE DIM ROAD AND GO EAST FOR 0.4 MI (0.6 KM) TO THE
 DQ3338'JUNCTION OF A DIM TRAIL THROUGH A FIELD.  TURN LEFT ON THE DIM TRAIL
 DQ3338'AND GO NORTH TO A CATTLE GATE.  CONTINUE NORTHEAST PASSING THROUGH THE
 DQ3338'CATTLE GATE ON THE DIM TRAIL PASSING OVER A CREEK FOR 0.2 MI (0.3 KM)
 DQ3338'TO A LOCKED METAL GATE LEADING EAST THROUGH A FIELD.  TURN RIGHT
 DQ3338'PASSING THROUGH THE GATE AND GO EAST THROUGH THE FIELD FOR 0.2 MI (0.3
 DQ3338'KM) TO WELL SITE 19342 AND THE MARK, AN ALUMINUM ROD DRIVEN INTO THE
 DQ3338'GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DQ3338'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, FLUSH WITH THE
 DQ3338'GROUND AND LEVEL WITH THE DIM TRAIL.
 DQ3338'
 DQ3338'LOCATED 139.0 FT (42.4 M) WEST-SOUTHWEST OF SURVEY MARK 19342 B, 29.6
 DQ3338'FT (9.0 M) SOUTH OF A CYPRESS TREE LINE, 28.5 FT (8.7 M) NORTHWEST OF
 DQ3338'WELL SITE NUMBER 19343 AND 0.8 FT (24 CM) EAST OF A CARSONITE WITNESS
 DQ3338'POST.
 DQ3338'
 DQ3338'NOTE ACCESS TO LOWER GREEN SWAMP PRESERVE CAN BE MADE BY CONTACTING
 DQ3338'813-757-3713.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3339 ***********************************************************************
 DQ3339  DESIGNATION -  19342 B
 DQ3339  PID         -  DQ3339
 DQ3339  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3339  COUNTRY     -  US
 DQ3339  USGS QUAD   -  SOCRUM (2018)
 DQ3339
 DQ3339                         *CURRENT SURVEY CONTROL
 DQ3339  ______________________________________________________________________
 DQ3339* NAD 83(1986) POSITION- 28 07 31.2    (N) 082 05 55.1    (W)   HD_HELD2
 DQ3339* NAVD 88 ORTHO HEIGHT -    29.461 (meters)       96.66  (feet) ADJUSTED
 DQ3339  ______________________________________________________________________
 DQ3339  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 DQ3339  DYNAMIC HEIGHT  -         29.418 (meters)       96.52  (feet) COMP
 DQ3339  MODELED GRAVITY -    979,166.6   (mgal)                       NAVD 88
 DQ3339
 DQ3339  VERT ORDER      -  FIRST     CLASS II
 DQ3339
 DQ3339.The horizontal coordinates were established by autonomous hand held GPS
 DQ3339.observations and have an estimated accuracy of +/- 10 meters.
 DQ3339
 DQ3339.The orthometric height was determined by differential leveling and
 DQ3339.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3339.in October 2016.
 DQ3339
 DQ3339.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3339.GEOID18 height accuracy estimate available here.
 DQ3339
 DQ3339.Click photographs - Photos may exist for this station.
 DQ3339
 DQ3339.The dynamic height is computed by dividing the NAVD 88
 DQ3339.geopotential number by the normal gravity value computed on the
 DQ3339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3339.degrees latitude (g = 980.6199 gals.).
 DQ3339
 DQ3339.The modeled gravity was interpolated from observed gravity values.
 DQ3339
 DQ3339;                    North         East    Units  Estimated Accuracy
 DQ3339;SPC FL W     -   420,102.      190,310.      MT  (+/- 10 meters HH2 GPS)
 DQ3339
 DQ3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9210011574(NAD 83)
 DQ3339
 DQ3339                          SUPERSEDED SURVEY CONTROL
 DQ3339
 DQ3339.No superseded survey control is available for this station.
 DQ3339
 DQ3339_MARKER: DD = SURVEY DISK
 DQ3339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3339_STAMPING: 19342 B 2008
 DQ3339_MARK LOGO: SWFWMD
 DQ3339_PROJECTION: FLUSH
 DQ3339_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3339+STABILITY: SURFACE MOTION
 DQ3339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3339+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2016
 DQ3339
 DQ3339  HISTORY     - Date     Condition        Report By
 DQ3339  HISTORY     - UNK      MONUMENTED
 DQ3339  HISTORY     - 20160604 GOOD             FLDEP
 DQ3339
 DQ3339                          STATION DESCRIPTION
 DQ3339
 DQ3339'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3339'THE MARK IS ABOUT 7.9 MI (12.7 KM) WEST-SOUTHWEST OF PROVIDENCE, 7.4
 DQ3339'MI (11.9 KM) NORTH OF PLANT CITY, 5.7 MI (9.2 KM) WEST-SOUTHWEST OF
 DQ3339'SOCRUM, IN SECTION 22, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3339'
 DQ3339'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE-4
 DQ3339'OVERPASS AND U.S. HIGHWAY 39 IN PLANT CITY, GO NORTH ON U.S. HIGHWAY
 DQ3339'39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM) TO THE INTERSECTION OF
 DQ3339'EAST KNIGHTS GRIFFIN ROAD.  TURN RIGHT ON EAST KNIGHTS GRIFFIN ROAD
 DQ3339'AND GO EAST FOR 3.8 MI (6.1 KM) TO 3536 EAST KNIGHTS GRIFFIN ROAD AND
 DQ3339'THE ENTRANCE TO LOWER GREEN SWAMP NATURE PRESERVE AT CONE RANCH ON THE
 DQ3339'LEFT.  TURN LEFT ENTERING THE LOWER GREEN SWAMP NATURE PRESERVE ON A
 DQ3339'DIM ROAD AND GO NORTHWESTERLY NOW ON A TWO RUT ROAD FOR 3.4 MI (5.5
 DQ3339'KM) TO A LOCKED METAL CATTLE GATE.  CONTINUE NORTHWEST THROUGH THE
 DQ3339'CATTLE GATE ON THE TWO RUT ROAD FOR 0.45 MI (0.72 KM) TO THE
 DQ3339'INTERSECTION OF A DIM ROAD LEADING EAST-WEST THROUGH AUDUBON RANCH.
 DQ3339'TURN RIGHT AT THE DIM ROAD AND GO EAST FOR 0.4 MI (0.6 KM) TO THE
 DQ3339'JUNCTION OF A DIM TRAIL THROUGH A FIELD.  TURN LEFT ON THE DIM TRAIL
 DQ3339'AND GO NORTH TO A CATTLE GATE.  CONTINUE NORTHEAST PASSING THROUGH THE
 DQ3339'CATTLE GATE ON THE DIM TRAIL PASSING OVER A CREEK FOR 0.2 MI (0.3 KM)
 DQ3339'TO A LOCKED METAL GATE LEADING EAST THROUGH A FIELD.  TURN RIGHT
 DQ3339'PASSING THROUGH THE GATE AND GO EAST THROUGH THE FIELD FOR 0.2 MI (0.3
 DQ3339'KM) TO WELL SITE 19342 AND THE MARK, AN ALUMINUM ROD DRIVEN INTO THE
 DQ3339'GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DQ3339'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, FLUSH WITH THE
 DQ3339'GROUND AND LEVEL WITH THE DIM TRAIL.
 DQ3339'
 DQ3339'LOCATED 139.0 FT (42.4 M) EAST-NORTHEAST OF SURVEY MARK 19342 A, 128.0
 DQ3339'FT (39.0 M) NORTHEAST OF WELL SITE NUMBER 19343, 51.0 FT (15.5 M)
 DQ3339'SOUTH OF A CYPRESS TREE LINE AND 0.8 FT (24 CM) WEST-SOUTHWEST OF A
 DQ3339'CARSONITE WITNESS POST.
 DQ3339'
 DQ3339'NOTE ACCESS TO LOWER GREEN SWAMP PRESERVE CAN BE MADE BY CONTACTING
 DQ3339'813-757-3713.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3347 ***********************************************************************
 DQ3347  DESIGNATION -  19347 A
 DQ3347  PID         -  DQ3347
 DQ3347  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3347  COUNTRY     -  US
 DQ3347  USGS QUAD   -  PLANT CITY EAST (2018)
 DQ3347
 DQ3347                         *CURRENT SURVEY CONTROL
 DQ3347  ______________________________________________________________________
 DQ3347* NAD 83(1986) POSITION- 28 07 20.8    (N) 082 07 15.7    (W)   HD_HELD2
 DQ3347* NAVD 88 ORTHO HEIGHT -    27.955 (meters)       91.72  (feet) ADJUSTED
 DQ3347  ______________________________________________________________________
 DQ3347  GEOID HEIGHT    -        -26.026 (meters)                     GEOID18
 DQ3347  DYNAMIC HEIGHT  -         27.913 (meters)       91.58  (feet) COMP
 DQ3347  MODELED GRAVITY -    979,169.1   (mgal)                       NAVD 88
 DQ3347
 DQ3347  VERT ORDER      -  FIRST     CLASS II
 DQ3347
 DQ3347.The horizontal coordinates were established by autonomous hand held GPS
 DQ3347.observations and have an estimated accuracy of +/- 10 meters.
 DQ3347
 DQ3347.The orthometric height was determined by differential leveling and
 DQ3347.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3347.in October 2016.
 DQ3347
 DQ3347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3347.GEOID18 height accuracy estimate available here.
 DQ3347
 DQ3347.Click photographs - Photos may exist for this station.
 DQ3347
 DQ3347.The dynamic height is computed by dividing the NAVD 88
 DQ3347.geopotential number by the normal gravity value computed on the
 DQ3347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3347.degrees latitude (g = 980.6199 gals.).
 DQ3347
 DQ3347.The modeled gravity was interpolated from observed gravity values.
 DQ3347
 DQ3347;                    North         East    Units  Estimated Accuracy
 DQ3347;SPC FL W     -   419,783.      188,110.      MT  (+/- 10 meters HH2 GPS)
 DQ3347
 DQ3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8989811274(NAD 83)
 DQ3347
 DQ3347                          SUPERSEDED SURVEY CONTROL
 DQ3347
 DQ3347.No superseded survey control is available for this station.
 DQ3347
 DQ3347_MARKER: DD = SURVEY DISK
 DQ3347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3347_STAMPING: 19347 A 2008
 DQ3347_MARK LOGO: SWFWMD
 DQ3347_PROJECTION: FLUSH
 DQ3347_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3347+STABILITY: SURFACE MOTION
 DQ3347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3347+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2016
 DQ3347
 DQ3347  HISTORY     - Date     Condition        Report By
 DQ3347  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3347  HISTORY     - 20160604 GOOD             FLDEP
 DQ3347
 DQ3347                          STATION DESCRIPTION
 DQ3347
 DQ3347'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3347'THE MARK IS ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHEAST OF ZEPHYRHILLS, 7.2
 DQ3347'MI (11.6 KM) NORTH OF PLANT CITY, 7.0 MI (11.3 KM) WEST-SOUTHWEST OF
 DQ3347'SOCRUM, IN SECTION 21, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3347'
 DQ3347'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3347'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3347'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3347'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3347'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM) TO 7806 U.S.
 DQ3347'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) AND A DIM ROAD ENTRANCE TO AUDUBON
 DQ3347'RANCH ON THE RIGHT.  TURN RIGHT ON THE DIM ROAD AND GO EAST CROSSING
 DQ3347'OVER A RAILROAD TRACK TO A METAL GATE ENTRANCE TO AUDUBON RANCH.
 DQ3347'CONTINUE EAST ON THE DIM ROAD PASSING THROUGH THE GATE FOR 1.45 MI
 DQ3347'(2.33 KM) TO A METAL CATTLE GATE ON THE LEFT.  TURN LEFT ON A TWO RUT
 DQ3347'GRASS COVERED TRAIL AND GO NORTH THROUGH THE FIELD FOR 0.2 MI (0.3 KM)
 DQ3347'TO WELL SITE 19347 ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM
 DQ3347'ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A
 DQ3347'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DQ3347'FLUSH WITH THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DQ3347'
 DQ3347'LOCATED 127.6 FT (38.9 M) NORTH OF SURVEY MARK 19347 B, 69.8 FT (21.3
 DQ3347'M) NORTHEAST OF THE NORTHERNMOST OF TWO LARGE OAK TREES, 24.2 FT (7.4
 DQ3347'M) NORTH OF WELL SITE 19347 AND 1.0 FT (0.3 M) WEST OF A CARSONITE
 DQ3347'WITNESS POST.
 DQ3347'
 DQ3347'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3347'MANAGEMENT AT 352-796-7211.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3348 ***********************************************************************
 DQ3348  DESIGNATION -  19347 B
 DQ3348  PID         -  DQ3348
 DQ3348  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3348  COUNTRY     -  US
 DQ3348  USGS QUAD   -  PLANT CITY EAST (2018)
 DQ3348
 DQ3348                         *CURRENT SURVEY CONTROL
 DQ3348  ______________________________________________________________________
 DQ3348* NAD 83(1986) POSITION- 28 07 19.7    (N) 082 07 15.6    (W)   HD_HELD2
 DQ3348* NAVD 88 ORTHO HEIGHT -    27.984 (meters)       91.81  (feet) ADJUSTED
 DQ3348  ______________________________________________________________________
 DQ3348  GEOID HEIGHT    -        -26.025 (meters)                     GEOID18
 DQ3348  DYNAMIC HEIGHT  -         27.943 (meters)       91.68  (feet) COMP
 DQ3348  MODELED GRAVITY -    979,169.1   (mgal)                       NAVD 88
 DQ3348
 DQ3348  VERT ORDER      -  FIRST     CLASS II
 DQ3348
 DQ3348.The horizontal coordinates were established by autonomous hand held GPS
 DQ3348.observations and have an estimated accuracy of +/- 10 meters.
 DQ3348
 DQ3348.The orthometric height was determined by differential leveling and
 DQ3348.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3348.in October 2016.
 DQ3348
 DQ3348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3348.GEOID18 height accuracy estimate available here.
 DQ3348
 DQ3348.Click photographs - Photos may exist for this station.
 DQ3348
 DQ3348.The dynamic height is computed by dividing the NAVD 88
 DQ3348.geopotential number by the normal gravity value computed on the
 DQ3348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3348.degrees latitude (g = 980.6199 gals.).
 DQ3348
 DQ3348.The modeled gravity was interpolated from observed gravity values.
 DQ3348
 DQ3348;                    North         East    Units  Estimated Accuracy
 DQ3348;SPC FL W     -   419,750.      188,112.      MT  (+/- 10 meters HH2 GPS)
 DQ3348
 DQ3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8990111240(NAD 83)
 DQ3348
 DQ3348                          SUPERSEDED SURVEY CONTROL
 DQ3348
 DQ3348.No superseded survey control is available for this station.
 DQ3348
 DQ3348_MARKER: DD = SURVEY DISK
 DQ3348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3348_STAMPING: 19347 B 2008
 DQ3348_MARK LOGO: SWFWMD
 DQ3348_PROJECTION: FLUSH
 DQ3348_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3348+STABILITY: SURFACE MOTION
 DQ3348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3348+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2016
 DQ3348
 DQ3348  HISTORY     - Date     Condition        Report By
 DQ3348  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3348  HISTORY     - 20160518 GOOD             FLDEP
 DQ3348
 DQ3348                          STATION DESCRIPTION
 DQ3348
 DQ3348'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3348'THE MARK IS ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHEAST OF ZEPHYRHILLS, 7.2
 DQ3348'MI (11.6 KM) NORTH OF PLANT CITY, 7.0 MI (11.3 KM) WEST-SOUTHWEST OF
 DQ3348'SOCRUM, IN SECTION 21, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3348'
 DQ3348'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3348'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3348'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3348'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3348'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM) TO 7806 U.S.
 DQ3348'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) AND A DIM ROAD ENTRANCE TO AUDUBON
 DQ3348'RANCH ON THE RIGHT.  TURN RIGHT ON THE DIM ROAD AND GO EAST CROSSING
 DQ3348'OVER A RAILROAD TRACK TO A METAL GATE ENTRANCE TO AUDUBON RANCH.
 DQ3348'CONTINUE EAST ON THE DIM ROAD PASSING THROUGH THE GATE FOR 1.45 MI
 DQ3348'(2.33 KM) TO A METAL CATTLE GATE ON THE LEFT.  TURN LEFT ON THE TWO
 DQ3348'RUT GRASS COVERED TRAIL AND GO NORTH THROUGH THE FIELD FOR 0.2 MI (0.3
 DQ3348'KM) TO WELL SITE 19347 ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DQ3348'ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP
 DQ3348'AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M)
 DQ3348'DEEP, FLUSH WITH THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DQ3348'
 DQ3348'LOCATED 127.6 FT (38.9 M) SOUTH OF SURVEY MARK 19347 A, 106.9 FT (32.6
 DQ3348'M) SOUTHWEST OF WELL SITE 19347, 81.0 FT (24.7 M) SOUTHEAST OF THE
 DQ3348'SOUTHERNMOST OF TWO LARGE OAK TREES AND 1.0 FT (0.3 M) WEST OF A
 DQ3348'CARSONITE WITNESS POST.
 DQ3348'
 DQ3348'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3348'MANAGEMENT AT 352-796-7211.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3360 ***********************************************************************
 DQ3360  DESIGNATION -  19352 A
 DQ3360  PID         -  DQ3360
 DQ3360  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3360  COUNTRY     -  US
 DQ3360  USGS QUAD   -  ZEPHYRHILLS (2018)
 DQ3360
 DQ3360                         *CURRENT SURVEY CONTROL
 DQ3360  ______________________________________________________________________
 DQ3360* NAD 83(1986) POSITION- 28 08 26.0    (N) 082 09 00.1    (W)   HD_HELD2
 DQ3360* NAVD 88 ORTHO HEIGHT -    25.847 (meters)       84.80  (feet) ADJUSTED
 DQ3360  ______________________________________________________________________
 DQ3360  GEOID HEIGHT    -        -26.003 (meters)                     GEOID18
 DQ3360  DYNAMIC HEIGHT  -         25.809 (meters)       84.68  (feet) COMP
 DQ3360  MODELED GRAVITY -    979,171.6   (mgal)                       NAVD 88
 DQ3360
 DQ3360  VERT ORDER      -  FIRST     CLASS II
 DQ3360
 DQ3360.The horizontal coordinates were established by autonomous hand held GPS
 DQ3360.observations and have an estimated accuracy of +/- 10 meters.
 DQ3360
 DQ3360.The orthometric height was determined by differential leveling and
 DQ3360.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3360.in October 2016.
 DQ3360
 DQ3360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3360.GEOID18 height accuracy estimate available here.
 DQ3360
 DQ3360.Click photographs - Photos may exist for this station.
 DQ3360
 DQ3360.The dynamic height is computed by dividing the NAVD 88
 DQ3360.geopotential number by the normal gravity value computed on the
 DQ3360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3360.degrees latitude (g = 980.6199 gals.).
 DQ3360
 DQ3360.The modeled gravity was interpolated from observed gravity values.
 DQ3360
 DQ3360;                    North         East    Units  Estimated Accuracy
 DQ3360;SPC FL W     -   421,794.      185,263.      MT  (+/- 10 meters HH2 GPS)
 DQ3360
 DQ3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8706913307(NAD 83)
 DQ3360
 DQ3360                          SUPERSEDED SURVEY CONTROL
 DQ3360
 DQ3360.No superseded survey control is available for this station.
 DQ3360
 DQ3360_MARKER: DD = SURVEY DISK
 DQ3360_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ3360_SP_SET: BRIDGE GUARD RAIL
 DQ3360_STAMPING: 19352 A
 DQ3360_MARK LOGO: FLDT
 DQ3360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ3360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3360+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 DQ3360
 DQ3360  HISTORY     - Date     Condition        Report By
 DQ3360  HISTORY     - UNK      MONUMENTED       FLDT
 DQ3360  HISTORY     - 20160601 GOOD             FLDEP
 DQ3360
 DQ3360                          STATION DESCRIPTION
 DQ3360
 DQ3360'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3360'THE MARK IS ABOUT 8.7 MI (14.0 KM) NORTH-NORTHWEST OF PLANT CITY, 8.2
 DQ3360'MI (13.2 KM) WEST-SOUTHWEST OF SOCRUM, 6.7 MI (10.8 KM)
 DQ3360'SOUTH-SOUTHEAST OF ZEPHYRHILLS, IN SECTION 18, TOWNSHIP 27 SOUTH,
 DQ3360'RANGE 22 EAST.
 DQ3360'
 DQ3360'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3360'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3360'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3360'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3360'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 4.45 MI (7.16 KM) TO THE
 DQ3360'NORTHERNMOST OF TWO BRIDGES OVER BLACKWATER CREEK AND THE MARK ON THE
 DQ3360'RIGHT, SET FLUSH IN THE TOP OF THE CONCRETE BRIDGE GUARD RAIL, 3.0 FT
 DQ3360'(0.9 M) ABOVE THE LEVEL OF U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY).
 DQ3360'
 DQ3360'LOCATED 76.2 FT (23.2 M) SOUTH OF THE NORTH END OF THE CONCRETE BRIDGE
 DQ3360'GUARD RAIL, 31.7 FT (9.7 M) NORTH OF THE SOUTH END OF THE CONCRETE
 DQ3360'BRIDGE GUARD RAIL, 22.5 FT (6.9 M) EAST OF THE APPROXIMATE CENTERLINE
 DQ3360'OF U.S. HIGHWAY 39 AND 13.8 FT (4.2 M) NORTH OF A CARSONITE WITNESS
 DQ3360'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3359 ***********************************************************************
 DQ3359  DESIGNATION -  19352 B
 DQ3359  PID         -  DQ3359
 DQ3359  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3359  COUNTRY     -  US
 DQ3359  USGS QUAD   -  ZEPHYRHILLS (2018)
 DQ3359
 DQ3359                         *CURRENT SURVEY CONTROL
 DQ3359  ______________________________________________________________________
 DQ3359* NAD 83(1986) POSITION- 28 08 22.1    (N) 082 09 00.6    (W)   HD_HELD2
 DQ3359* NAVD 88 ORTHO HEIGHT -    22.874 (meters)       75.05  (feet) ADJUSTED
 DQ3359  ______________________________________________________________________
 DQ3359  GEOID HEIGHT    -        -25.999 (meters)                     GEOID18
 DQ3359  DYNAMIC HEIGHT  -         22.840 (meters)       74.93  (feet) COMP
 DQ3359  MODELED GRAVITY -    979,171.7   (mgal)                       NAVD 88
 DQ3359
 DQ3359  VERT ORDER      -  FIRST     CLASS II
 DQ3359
 DQ3359.The horizontal coordinates were established by autonomous hand held GPS
 DQ3359.observations and have an estimated accuracy of +/- 10 meters.
 DQ3359
 DQ3359.The orthometric height was determined by differential leveling and
 DQ3359.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3359.in October 2016.
 DQ3359
 DQ3359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3359.GEOID18 height accuracy estimate available here.
 DQ3359
 DQ3359.Click photographs - Photos may exist for this station.
 DQ3359
 DQ3359.The dynamic height is computed by dividing the NAVD 88
 DQ3359.geopotential number by the normal gravity value computed on the
 DQ3359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3359.degrees latitude (g = 980.6199 gals.).
 DQ3359
 DQ3359.The modeled gravity was interpolated from observed gravity values.
 DQ3359
 DQ3359;                    North         East    Units  Estimated Accuracy
 DQ3359;SPC FL W     -   421,674.      185,249.      MT  (+/- 10 meters HH2 GPS)
 DQ3359
 DQ3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8705413187(NAD 83)
 DQ3359
 DQ3359                          SUPERSEDED SURVEY CONTROL
 DQ3359
 DQ3359.No superseded survey control is available for this station.
 DQ3359
 DQ3359_MARKER: DD = SURVEY DISK
 DQ3359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3359_STAMPING: 19352 B 2008
 DQ3359_MARK LOGO: SWFWMD
 DQ3359_PROJECTION: FLUSH
 DQ3359_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3359+STABILITY: SURFACE MOTION
 DQ3359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3359+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2016
 DQ3359
 DQ3359  HISTORY     - Date     Condition        Report By
 DQ3359  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3359  HISTORY     - 20160603 GOOD             FLDEP
 DQ3359
 DQ3359                          STATION DESCRIPTION
 DQ3359
 DQ3359'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3359'THE MARK IS ABOUT 8.6 MI (13.8 KM) NORTH-NORTHWEST OF PLANT CITY, 8.2
 DQ3359'MI (13.2 KM) WEST-SOUTHWEST OF SOCRUM, 6.7 MI (10.8 KM)
 DQ3359'SOUTH-SOUTHEAST OF ZEPHYRHILLS, IN SECTION 18, TOWNSHIP 27 SOUTH,
 DQ3359'RANGE 22 EAST.
 DQ3359'
 DQ3359'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3359'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3359'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3359'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3359'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 4.4 MI (7.1 KM) TO THE
 DQ3359'SOUTHERNMOST OF TWO BRIDGES OVER BLACKWATER CREEK AND THE MARK ON THE
 DQ3359'LEFT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON
 DQ3359'THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT
 DQ3359'(0.5 M) DEEP, FLUSH WITH THE GROUND AND 5.0 FT (1.5 M) BELOW THE LEVEL
 DQ3359'OF U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY).
 DQ3359'
 DQ3359'LOCATED 128.0 FT (39.0 M) SOUTHWEST OF STREAM GAUGE 19352, 86.0 FT
 DQ3359'(26.2 M) SOUTHWEST OF A CONCRETE POWER POLE, 73.5 FT (22.4 M) WEST OF
 DQ3359'THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY),
 DQ3359'50.3 FT (15.3 M) WEST OF THE SOUTHWEST END OF THE CONCRETE BRIDGE
 DQ3359'GUARD RAIL OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 39, 3.0 FT (0.9 M)
 DQ3359'EAST OF A HOG WIRE FENCE AND 2.2 FT (0.7 M) EAST OF A CARSONITE
 DQ3359'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3343 ***********************************************************************
 DQ3343  DESIGNATION -  19358
 DQ3343  PID         -  DQ3343
 DQ3343  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3343  COUNTRY     -  US
 DQ3343  USGS QUAD   -  SOCRUM (2018)
 DQ3343
 DQ3343                         *CURRENT SURVEY CONTROL
 DQ3343  ______________________________________________________________________
 DQ3343* NAD 83(1986) POSITION- 28 08 26.5    (N) 082 06 29.6    (W)   HD_HELD2
 DQ3343* NAVD 88 ORTHO HEIGHT -    26.745 (meters)       87.75  (feet) ADJUSTED
 DQ3343  ______________________________________________________________________
 DQ3343  GEOID HEIGHT    -        -26.121 (meters)                     GEOID18
 DQ3343  DYNAMIC HEIGHT  -         26.705 (meters)       87.61  (feet) COMP
 DQ3343  MODELED GRAVITY -    979,165.7   (mgal)                       NAVD 88
 DQ3343
 DQ3343  VERT ORDER      -  FIRST     CLASS II
 DQ3343
 DQ3343.The horizontal coordinates were established by autonomous hand held GPS
 DQ3343.observations and have an estimated accuracy of +/- 10 meters.
 DQ3343
 DQ3343.The orthometric height was determined by differential leveling and
 DQ3343.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3343.in October 2016.
 DQ3343
 DQ3343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3343.GEOID18 height accuracy estimate available here.
 DQ3343
 DQ3343.Click photographs - Photos may exist for this station.
 DQ3343
 DQ3343.The dynamic height is computed by dividing the NAVD 88
 DQ3343.geopotential number by the normal gravity value computed on the
 DQ3343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3343.degrees latitude (g = 980.6199 gals.).
 DQ3343
 DQ3343.The modeled gravity was interpolated from observed gravity values.
 DQ3343
 DQ3343;                    North         East    Units  Estimated Accuracy
 DQ3343;SPC FL W     -   421,805.      189,370.      MT  (+/- 10 meters HH2 GPS)
 DQ3343
 DQ3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9117413284(NAD 83)
 DQ3343
 DQ3343                          SUPERSEDED SURVEY CONTROL
 DQ3343
 DQ3343.No superseded survey control is available for this station.
 DQ3343
 DQ3343_MARKER: DD = SURVEY DISK
 DQ3343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3343_STAMPING: 19358 2008
 DQ3343_MARK LOGO: SWFWMD
 DQ3343_PROJECTION: FLUSH
 DQ3343_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3343+STABILITY: SURFACE MOTION
 DQ3343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3343+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2016
 DQ3343
 DQ3343  HISTORY     - Date     Condition        Report By
 DQ3343  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3343  HISTORY     - 20160604 GOOD             FLDEP
 DQ3343
 DQ3343                          STATION DESCRIPTION
 DQ3343
 DQ3343'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3343'THE MARK IS ABOUT 8.2 MI (13.2 KM) SOUTH OF BRANCHBOROUGH, 7.8 MI
 DQ3343'(12.6 KM) SOUTHEAST OF ZEPHYRHILLS, 5.7 MI (9.2 KM) WEST-SOUTHWEST OF
 DQ3343'SOCRUM, IN SECTION 16, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3343'
 DQ3343'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3343'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3343'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3343'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3343'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM) TO TO 7806
 DQ3343'U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) AND THE ENTRANCE TO AUDUBON
 DQ3343'RANCH ON THE RIGHT.  TURN RIGHT ON A DIM ROAD AND GO EAST CROSSING
 DQ3343'OVER A RAILROAD TRACK TO A METAL GATE ENTRANCE TO AUDUBON RANCH.
 DQ3343'CONTINUE EAST ON THE DIM ROAD PASSING THROUGH THE GATE ENTRANCE FOR
 DQ3343'2.0 MI (3.2 KM) TO A WOODEN BRIDGE OVER A CREEK.  CONTINUE EAST ON THE
 DQ3343'DIM ROAD FOR 0.25 MI (0.40 KM) TO A TWO RUT ROAD ON THE LEFT WITH A
 DQ3343'METAL CATTLE GATE ENTRANCE.  TURN LEFT PASSING THROUGH THE GATE
 DQ3343'ENTRANCE AND GO NORTH FOR 0.45 TO A WOODEN BRIDGE PASSING OVER A
 DQ3343'CREEK.  CONTINUE NORTHERLY ON THE TWO RUT ROAD FOR 0.95 MI (1.53 KM)
 DQ3343'TO A GRASS COVERED TRAIL LEADING TO WELL SITE 19363 ON THE LEFT.  TURN
 DQ3343'LEFT ON THE GRASS COVERED TRAIL AND GO NORTHWEST FOR 0.1 MI (0.2 KM)
 DQ3343'TO WELL SITE 19363 ON THE LEFT.  CONTINUE NORTH NOW BY WALKING ABOUT
 DQ3343'500.0 FT (152.4 M) TO WELL SITE 19358 AND THE MARK, AN ALUMINUM ROD
 DQ3343'DRIVEN INTO GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH
 DQ3343'(30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, FLUSH WITH
 DQ3343'THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DQ3343'
 DQ3343'LOCATED 265.0 FT (80.8 M) NORTH OF SURVEY MARK 19365, 48.2 FT (14.7 M)
 DQ3343'SOUTH OF WELL SITE 19360 13.5 FT (4.1 M) SOUTHWEST OF WELL SITE 19358
 DQ3343'AND 0.8 FT (24 CM) EAST OF A CARSONITE WITNESS POST.
 DQ3343'
 DQ3343'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3343'MANAGEMENT AT 352-796-7211.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3353 ***********************************************************************
 DQ3353  DESIGNATION -  19361 A
 DQ3353  PID         -  DQ3353
 DQ3353  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3353  COUNTRY     -  US
 DQ3353  USGS QUAD   -  SOCRUM (2018)
 DQ3353
 DQ3353                         *CURRENT SURVEY CONTROL
 DQ3353  ______________________________________________________________________
 DQ3353* NAD 83(1986) POSITION- 28 07 55.6    (N) 082 07 18.2    (W)   HD_HELD2
 DQ3353* NAVD 88 ORTHO HEIGHT -    26.675 (meters)       87.52  (feet) ADJUSTED
 DQ3353  ______________________________________________________________________
 DQ3353  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 DQ3353  DYNAMIC HEIGHT  -         26.635 (meters)       87.39  (feet) COMP
 DQ3353  MODELED GRAVITY -    979,168.1   (mgal)                       NAVD 88
 DQ3353
 DQ3353  VERT ORDER      -  FIRST     CLASS II
 DQ3353
 DQ3353.The horizontal coordinates were established by autonomous hand held GPS
 DQ3353.observations and have an estimated accuracy of +/- 10 meters.
 DQ3353
 DQ3353.The orthometric height was determined by differential leveling and
 DQ3353.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3353.in October 2016.
 DQ3353
 DQ3353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3353.GEOID18 height accuracy estimate available here.
 DQ3353
 DQ3353.Click photographs - Photos may exist for this station.
 DQ3353
 DQ3353.The dynamic height is computed by dividing the NAVD 88
 DQ3353.geopotential number by the normal gravity value computed on the
 DQ3353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3353.degrees latitude (g = 980.6199 gals.).
 DQ3353
 DQ3353.The modeled gravity was interpolated from observed gravity values.
 DQ3353
 DQ3353;                    North         East    Units  Estimated Accuracy
 DQ3353;SPC FL W     -   420,855.      188,043.      MT  (+/- 10 meters HH2 GPS)
 DQ3353
 DQ3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8984012345(NAD 83)
 DQ3353
 DQ3353                          SUPERSEDED SURVEY CONTROL
 DQ3353
 DQ3353.No superseded survey control is available for this station.
 DQ3353
 DQ3353_MARKER: DD = SURVEY DISK
 DQ3353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3353_STAMPING: 19361 A 2008
 DQ3353_MARK LOGO: SWFWMD
 DQ3353_PROJECTION: FLUSH
 DQ3353_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3353+STABILITY: SURFACE MOTION
 DQ3353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3353+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2016
 DQ3353
 DQ3353  HISTORY     - Date     Condition        Report By
 DQ3353  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3353  HISTORY     - 20160518 GOOD             FLDEP
 DQ3353
 DQ3353                          STATION DESCRIPTION
 DQ3353
 DQ3353'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3353'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTH OF PLANT CITY, 7.8 MI (12.6
 DQ3353'KM) SOUTH-SOUTHEAST OF ZEPHYRHILLS, 6.7 MI (10.8 KM) WEST-SOUTHWEST OF
 DQ3353'SOCRUM, IN ESTIMATED SECTION 16, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3353'
 DQ3353'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3353'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3353'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.9 KM)
 DQ3353'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD, CONTINUE NORTH ON U.S.
 DQ3353'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.9 KM) TO 7806 U.S.
 DQ3353'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) AND A DIM ROAD ENTRANCE TO AUDUBON
 DQ3353'RANCH ON THE RIGHT, TURN RIGHT ON THE DIM ROAD AND GO EAST CROSSING
 DQ3353'OVER A RAILROAD TRACK TO A METAL GATE ENTRANCE TO AUDUBON RANCH,
 DQ3353'CONTINUE EAST ON THE DIM ROAD PASSING THROUGH THE GATE FOR 1.45 MI
 DQ3353'(2.3 KM) TO A METAL CATTLE GATE ON THE LEFT, TURN LEFT ON THE TWO RUT
 DQ3353'GRASS COVERED TRAIL AND GO NORTH THROUGH THE FIELD FOR 0.95 MI (1.5
 DQ3353'KM) TO WELL SITE 19361 ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DQ3353'ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP
 DQ3353'AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M)
 DQ3353'DEEP, FLUSH WITH THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DQ3353'
 DQ3353'LOCATED 211.7 FT (64.5 M) SOUTH-SOUTHEAST OF SURVEY MARK 19361 B,
 DQ3353'136.5 FT (41.6 M) SOUTHEAST OF WELL SITE 19357, 124.4 FT (37.9 M)
 DQ3353'EAST-SOUTHEAST OF AN UNNUMBERED WELL SITE AND 1.1 FT (0.3 M) WEST OF A
 DQ3353'CARSONITE WITNESS POST.
 DQ3353'
 DQ3353'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3353'MANAGEMENT AT 352-796-7211.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3354 ***********************************************************************
 DQ3354  DESIGNATION -  19361 B
 DQ3354  PID         -  DQ3354
 DQ3354  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3354  COUNTRY     -  US
 DQ3354  USGS QUAD   -  SOCRUM (2018)
 DQ3354
 DQ3354                         *CURRENT SURVEY CONTROL
 DQ3354  ______________________________________________________________________
 DQ3354* NAD 83(1986) POSITION- 28 07 57.6    (N) 082 07 19.3    (W)   HD_HELD2
 DQ3354* NAVD 88 ORTHO HEIGHT -    26.621 (meters)       87.34  (feet) ADJUSTED
 DQ3354  ______________________________________________________________________
 DQ3354  GEOID HEIGHT    -        -26.057 (meters)                     GEOID18
 DQ3354  DYNAMIC HEIGHT  -         26.582 (meters)       87.21  (feet) COMP
 DQ3354  MODELED GRAVITY -    979,168.0   (mgal)                       NAVD 88
 DQ3354
 DQ3354  VERT ORDER      -  FIRST     CLASS II
 DQ3354
 DQ3354.The horizontal coordinates were established by autonomous hand held GPS
 DQ3354.observations and have an estimated accuracy of +/- 10 meters.
 DQ3354
 DQ3354.The orthometric height was determined by differential leveling and
 DQ3354.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3354.in October 2016.
 DQ3354
 DQ3354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3354.GEOID18 height accuracy estimate available here.
 DQ3354
 DQ3354.Click photographs - Photos may exist for this station.
 DQ3354
 DQ3354.The dynamic height is computed by dividing the NAVD 88
 DQ3354.geopotential number by the normal gravity value computed on the
 DQ3354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3354.degrees latitude (g = 980.6199 gals.).
 DQ3354
 DQ3354.The modeled gravity was interpolated from observed gravity values.
 DQ3354
 DQ3354;                    North         East    Units  Estimated Accuracy
 DQ3354;SPC FL W     -   420,916.      188,013.      MT  (+/- 10 meters HH2 GPS)
 DQ3354
 DQ3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8981012407(NAD 83)
 DQ3354
 DQ3354                          SUPERSEDED SURVEY CONTROL
 DQ3354
 DQ3354.No superseded survey control is available for this station.
 DQ3354
 DQ3354_MARKER: DD = SURVEY DISK
 DQ3354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3354_STAMPING: 19361 B 2008
 DQ3354_MARK LOGO: SWFWMD
 DQ3354_PROJECTION: FLUSH
 DQ3354_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3354+STABILITY: SURFACE MOTION
 DQ3354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3354+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2016
 DQ3354
 DQ3354  HISTORY     - Date     Condition        Report By
 DQ3354  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3354  HISTORY     - 20160518 GOOD             FLDEP
 DQ3354
 DQ3354                          STATION DESCRIPTION
 DQ3354
 DQ3354'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3354'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTH OF PLANT CITY, 7.8 MI (12.6
 DQ3354'KM) SOUTH-SOUTHEAST OF ZEPHYRHILLS, 6.7 MI (10.8 KM) WEST-SOUTHWEST OF
 DQ3354'SOCRUM, IN ESTIMATED SECTION 17, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3354'
 DQ3354'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3354'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3354'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3354'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3354'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM) TO 7806 U.S.
 DQ3354'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) AND A DIM ROAD ENTRANCE TO AUDUBON
 DQ3354'RANCH ON THE RIGHT.  TURN RIGHT ON THE DIM ROAD AND GO EAST CROSSING
 DQ3354'OVER A RAILROAD TRACK TO A METAL GATE ENTRANCE TO AUDUBON RANCH.
 DQ3354'CONTINUE EAST ON THE DIM ROAD PASSING THROUGH THE GATE FOR 1.45 MI
 DQ3354'(2.33 KM) TO A METAL CATTLE GATE ON THE LEFT.  TURN LEFT ON THE TWO
 DQ3354'RUT GRASS COVERED TRAIL AND GO NORTH THROUGH THE FIELD FOR 0.95 MI
 DQ3354'(1.53 KM) TO WELL SITE 19361 ON THE RIGHT AND THE MARK ON THE RIGHT,
 DQ3354'AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE
 DQ3354'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DQ3354'M) DEEP, FLUSH WITH THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DQ3354'
 DQ3354'LOCATED 211.7 FT (64.5 M) NORTH-NORTHWEST OF SURVEY MARK 19361 A,
 DQ3354'113.5 FT (34.6 M) NORTH-NORTHEAST OF WELL SITE 19362, 99.1 FT (30.2 M)
 DQ3354'NORTH-NORTHEAST OF WELL SITE 19357 AND 0.8 FT (24 CM) WEST OF A
 DQ3354'CARSONITE WITNESS POST.
 DQ3354'
 DQ3354'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3354'MANAGEMENT AT 352-796-7211.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3341 ***********************************************************************
 DQ3341  DESIGNATION -  19363
 DQ3341  PID         -  DQ3341
 DQ3341  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3341  COUNTRY     -  US
 DQ3341  USGS QUAD   -  SOCRUM (2018)
 DQ3341
 DQ3341                         *CURRENT SURVEY CONTROL
 DQ3341  ______________________________________________________________________
 DQ3341* NAD 83(1986) POSITION- 28 08 21.4    (N) 082 06 28.8    (W)   HD_HELD2
 DQ3341* NAVD 88 ORTHO HEIGHT -    27.994 (meters)       91.84  (feet) ADJUSTED
 DQ3341  ______________________________________________________________________
 DQ3341  GEOID HEIGHT    -        -26.117 (meters)                     GEOID18
 DQ3341  DYNAMIC HEIGHT  -         27.953 (meters)       91.71  (feet) COMP
 DQ3341  MODELED GRAVITY -    979,165.9   (mgal)                       NAVD 88
 DQ3341
 DQ3341  VERT ORDER      -  FIRST     CLASS II
 DQ3341
 DQ3341.The horizontal coordinates were established by autonomous hand held GPS
 DQ3341.observations and have an estimated accuracy of +/- 10 meters.
 DQ3341
 DQ3341.The orthometric height was determined by differential leveling and
 DQ3341.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3341.in October 2016.
 DQ3341
 DQ3341.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3341.GEOID18 height accuracy estimate available here.
 DQ3341
 DQ3341.Click photographs - Photos may exist for this station.
 DQ3341
 DQ3341.The dynamic height is computed by dividing the NAVD 88
 DQ3341.geopotential number by the normal gravity value computed on the
 DQ3341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3341.degrees latitude (g = 980.6199 gals.).
 DQ3341
 DQ3341.The modeled gravity was interpolated from observed gravity values.
 DQ3341
 DQ3341;                    North         East    Units  Estimated Accuracy
 DQ3341;SPC FL W     -   421,648.      189,391.      MT  (+/- 10 meters HH2 GPS)
 DQ3341
 DQ3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9119513127(NAD 83)
 DQ3341
 DQ3341                          SUPERSEDED SURVEY CONTROL
 DQ3341
 DQ3341.No superseded survey control is available for this station.
 DQ3341
 DQ3341_MARKER: DD = SURVEY DISK
 DQ3341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3341_STAMPING: 19363 2008
 DQ3341_MARK LOGO: SWFWMD
 DQ3341_PROJECTION: FLUSH
 DQ3341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3341+STABILITY: SURFACE MOTION
 DQ3341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3341+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2016
 DQ3341
 DQ3341  HISTORY     - Date     Condition        Report By
 DQ3341  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3341  HISTORY     - 20160604 GOOD             FLDEP
 DQ3341
 DQ3341                          STATION DESCRIPTION
 DQ3341
 DQ3341'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3341'THE MARK IS ABOUT 8.3 MI (13.4 KM) WEST OF PROVIDENCE, 7.9 MI (12.7
 DQ3341'KM) SOUTHEAST OF ZEPHYRHILLS, 5.8 MI (9.3 KM) WEST-SOUTHWEST OF
 DQ3341'SOCRUM, IN SECTION 16, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3341'
 DQ3341'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3341'OVERPASS AND U.S. HIGHWAY 39 IN PLANT CITY, GO NORTH ON U.S. HIGHWAY
 DQ3341'39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM) TO THE INTERSECTION OF
 DQ3341'KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN
 DQ3341'HIGHWAY) FOR 3.05 MI (4.91 KM) TO 7806 U.S. HIGHWAY 39 (PAUL BUCHMAN
 DQ3341'HIGHWAY) AND THE ENTRANCE TO AUDUBON RANCH ON THE RIGHT.  TURN RIGHT
 DQ3341'ON A DIM ROAD AND GO EAST CROSSING OVER A RAILROAD TRACK TO A METAL
 DQ3341'GATE ENTRANCE TO AUDUBON RANCH.  CONTINUE EAST ON THE DIM ROAD PASSING
 DQ3341'THROUGH THE GATE ENTRANCE FOR 2.0 MI (3.2 KM) TO A WOODEN BRIDGE OVER
 DQ3341'A CREEK.  CONTINUE EAST ON THE DIM ROAD FOR 0.25 MI (0.40 KM) TO A TWO
 DQ3341'RUT ROAD ON THE LEFT WITH A METAL CATTLE GATE ENTRANCE.  TURN LEFT
 DQ3341'PASSING THROUGH GATE ENTRANCE AND GO NORTH FOR 0.45 TO A WOODEN BRIDGE
 DQ3341'PASSING OVER A CREEK.  CONTINUE NORTHERLY ON THE TWO RUT ROAD FOR 0.95
 DQ3341'MI (1.53 KM) TO A GRASS COVERED TRAIL LEADING TO WELL SITE 19363 ON
 DQ3341'THE LEFT.  TURN LEFT ON THE GRASS COVERED TRAIL AND GO NORTHWEST FOR
 DQ3341'0.1 MI (0.2 KM) TO WELL SITE 19363 AND THE MARK ON THE LEFT, AN
 DQ3341'ALUMINUM ROD DRIVEN INTO GROUND WITH A SURVEY DISK SET ON THE TOP AND
 DQ3341'IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M)
 DQ3341'DEEP, FLUSH WITH THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DQ3341'
 DQ3341'LOCATED 315.2 FT (96.1 M) SOUTH OF SURVEY MARK 19365, 9.8 FT (3.0 M)
 DQ3341'SOUTH-SOUTHWEST OF WELL SITE 19363, 9.6 FT (2.9 M) WEST-NORTHWEST OF
 DQ3341'WELL SITE 19363 AND 1.1 FT (0.3 M) EAST-NORTHEAST OF A CARSONITE
 DQ3341'WITNESS POST.
 DQ3341'
 DQ3341'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3341'MANAGEMENT AT 352-796-7211.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3342 ***********************************************************************
 DQ3342  DESIGNATION -  19365
 DQ3342  PID         -  DQ3342
 DQ3342  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3342  COUNTRY     -  US
 DQ3342  USGS QUAD   -  SOCRUM (2018)
 DQ3342
 DQ3342                         *CURRENT SURVEY CONTROL
 DQ3342  ______________________________________________________________________
 DQ3342* NAD 83(1986) POSITION- 28 08 24.4    (N) 082 06 29.1    (W)   HD_HELD2
 DQ3342* NAVD 88 ORTHO HEIGHT -    27.426 (meters)       89.98  (feet) ADJUSTED
 DQ3342  ______________________________________________________________________
 DQ3342  GEOID HEIGHT    -        -26.119 (meters)                     GEOID18
 DQ3342  DYNAMIC HEIGHT  -         27.385 (meters)       89.85  (feet) COMP
 DQ3342  MODELED GRAVITY -    979,165.8   (mgal)                       NAVD 88
 DQ3342
 DQ3342  VERT ORDER      -  FIRST     CLASS II
 DQ3342
 DQ3342.The horizontal coordinates were established by autonomous hand held GPS
 DQ3342.observations and have an estimated accuracy of +/- 10 meters.
 DQ3342
 DQ3342.The orthometric height was determined by differential leveling and
 DQ3342.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3342.in October 2016.
 DQ3342
 DQ3342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3342.GEOID18 height accuracy estimate available here.
 DQ3342
 DQ3342.Click photographs - Photos may exist for this station.
 DQ3342
 DQ3342.The dynamic height is computed by dividing the NAVD 88
 DQ3342.geopotential number by the normal gravity value computed on the
 DQ3342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3342.degrees latitude (g = 980.6199 gals.).
 DQ3342
 DQ3342.The modeled gravity was interpolated from observed gravity values.
 DQ3342
 DQ3342;                    North         East    Units  Estimated Accuracy
 DQ3342;SPC FL W     -   421,740.      189,383.      MT  (+/- 10 meters HH2 GPS)
 DQ3342
 DQ3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9118713219(NAD 83)
 DQ3342
 DQ3342                          SUPERSEDED SURVEY CONTROL
 DQ3342
 DQ3342.No superseded survey control is available for this station.
 DQ3342
 DQ3342_MARKER: DD = SURVEY DISK
 DQ3342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3342_STAMPING: 19365 2008
 DQ3342_MARK LOGO: SWFWMD
 DQ3342_PROJECTION: FLUSH
 DQ3342_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3342+STABILITY: SURFACE MOTION
 DQ3342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3342+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2016
 DQ3342
 DQ3342  HISTORY     - Date     Condition        Report By
 DQ3342  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3342  HISTORY     - 20160604 GOOD             FLDEP
 DQ3342
 DQ3342                          STATION DESCRIPTION
 DQ3342
 DQ3342'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3342'THE MARK IS ABOUT 8.3 MI (13.4 KM) SOUTH OF BRANCHBOROUGH, 7.8 MI
 DQ3342'(12.6 KM) SOUTHEAST OF ZEPHYRHILLS, 5.8 MI (9.3 KM) WEST-SOUTHWEST OF
 DQ3342'SOCRUM, IN SECTION 16, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3342'
 DQ3342'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3342'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3342'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3342'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3342'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM) TO 7806 U.S.
 DQ3342'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) AND THE ENTRANCE TO AUDUBON RANCH ON
 DQ3342'THE RIGHT.  TURN RIGHT ON A DIM ROAD AND GO EAST CROSSING OVER A
 DQ3342'RAILROAD TRACK TO A METAL GATE ENTRANCE TO AUDUBON RANCH.  CONTINUE
 DQ3342'EAST ON THE DIM ROAD PASSING THROUGH THE GATE ENTRANCE FOR 2.0 MI (3.2
 DQ3342'KM) TO A WOODEN BRIDGE OVER A CREEK.  CONTINUE EAST ON THE DIM ROAD
 DQ3342'FOR 0.25 MI (0.40 KM) TO A TWO RUT ROAD ON THE LEFT WITH A METAL
 DQ3342'CATTLE GATE ENTRANCE.  TURN LEFT PASSING THROUGH THE GATE ENTRANCE AND
 DQ3342'GO NORTH FOR 0.45 TO A WOODEN BRIDGE PASSING OVER A CREEK.  CONTINUE
 DQ3342'NORTHERLY ON THE TWO RUT ROAD FOR 0.95 MI (1.53 KM) TO A GRASS COVERED
 DQ3342'TRAIL LEADING TO WELL SITE 19363 ON THE LEFT.  TURN LEFT ON THE GRASS
 DQ3342'COVERED TRAIL AND GO NORTHWEST FOR 0.1 MI (0.2 KM) TO WELL SITE 19363
 DQ3342'ON THE LEFT.  CONTINUE NORTH NOW BY WALKING ABOUT 300.0 FT (91.4 M) TO
 DQ3342'WELL SITE 19365 AND THE MARK, AN ALUMINUM ROD DRIVEN INTO THE GROUND
 DQ3342'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DQ3342'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, FLUSH WITH THE GROUND AND
 DQ3342'LEVEL WITH THE DIM TRAIL.
 DQ3342'
 DQ3342'LOCATED 315.2 FT (96.1 M) NORTH OF SURVEY MARK 19363, 265.0 FT (80.8
 DQ3342'M) SOUTH OF SURVEY MARK 19358, 19.3 FT (5.9 M) SOUTHWEST OF WELL SITE
 DQ3342'19365, 24.2 FT (7.4 M) SOUTHWEST OF WELL SITE 19366 AND 0.8 FT (24 CM)
 DQ3342'SOUTHWEST OF A CARSONITE WITNESS POST.
 DQ3342'
 DQ3342'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3342'MANAGEMENT AT 352-796-7211.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3346 ***********************************************************************
 DQ3346  DESIGNATION -  19372
 DQ3346  PID         -  DQ3346
 DQ3346  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3346  COUNTRY     -  US
 DQ3346  USGS QUAD   -  SOCRUM (2018)
 DQ3346
 DQ3346                         *CURRENT SURVEY CONTROL
 DQ3346  ______________________________________________________________________
 DQ3346* NAD 83(1986) POSITION- 28 08 37.9    (N) 082 06 31.2    (W)   HD_HELD2
 DQ3346* NAVD 88 ORTHO HEIGHT -    27.626 (meters)       90.64  (feet) ADJUSTED
 DQ3346  ______________________________________________________________________
 DQ3346  GEOID HEIGHT    -        -26.130 (meters)                     GEOID18
 DQ3346  DYNAMIC HEIGHT  -         27.585 (meters)       90.50  (feet) COMP
 DQ3346  MODELED GRAVITY -    979,165.4   (mgal)                       NAVD 88
 DQ3346
 DQ3346  VERT ORDER      -  FIRST     CLASS II
 DQ3346
 DQ3346.The horizontal coordinates were established by autonomous hand held GPS
 DQ3346.observations and have an estimated accuracy of +/- 10 meters.
 DQ3346
 DQ3346.The orthometric height was determined by differential leveling and
 DQ3346.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3346.in October 2016.
 DQ3346
 DQ3346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3346.GEOID18 height accuracy estimate available here.
 DQ3346
 DQ3346.Click photographs - Photos may exist for this station.
 DQ3346
 DQ3346.The dynamic height is computed by dividing the NAVD 88
 DQ3346.geopotential number by the normal gravity value computed on the
 DQ3346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3346.degrees latitude (g = 980.6199 gals.).
 DQ3346
 DQ3346.The modeled gravity was interpolated from observed gravity values.
 DQ3346
 DQ3346;                    North         East    Units  Estimated Accuracy
 DQ3346;SPC FL W     -   422,156.      189,326.      MT  (+/- 10 meters HH2 GPS)
 DQ3346
 DQ3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9113413635(NAD 83)
 DQ3346
 DQ3346                          SUPERSEDED SURVEY CONTROL
 DQ3346
 DQ3346.No superseded survey control is available for this station.
 DQ3346
 DQ3346_MARKER: DD = SURVEY DISK
 DQ3346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3346_STAMPING: 19372 2008
 DQ3346_MARK LOGO: SWFWMD
 DQ3346_PROJECTION: FLUSH
 DQ3346_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3346+STABILITY: SURFACE MOTION
 DQ3346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3346+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2016
 DQ3346
 DQ3346  HISTORY     - Date     Condition        Report By
 DQ3346  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3346  HISTORY     - 20160604 GOOD             FLDEP
 DQ3346
 DQ3346                          STATION DESCRIPTION
 DQ3346
 DQ3346'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3346'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTH OF BRANCHBOROUGH, 7.6 MI
 DQ3346'(12.2 KM) SOUTHEAST OF ZEPHYRHILLS, 5.7 MI (9.2 KM) WEST-SOUTHWEST OF
 DQ3346'SOCRUM, IN SECTION 9, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3346'
 DQ3346'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3346'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3346'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3346'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3346'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM) TO 7806 U.S.
 DQ3346'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) AND THE ENTRANCE TO AUDUBON RANCH ON
 DQ3346'THE RIGHT.  TURN RIGHT ON A DIM ROAD AND GO EAST CROSSING OVER A
 DQ3346'RAILROAD TRACK TO A METAL GATE ENTRANCE TO AUDUBON RANCH.  CONTINUE
 DQ3346'EAST ON THE DIM ROAD PASSING THROUGH THE GATE ENTRANCE FOR 2.0 MI (3.2
 DQ3346'KM) TO A WOODEN BRIDGE OVER A CREEK.  CONTINUE EAST ON THE DIM ROAD
 DQ3346'FOR 0.25 MI (0.40 KM) TO A TWO RUT ROAD ON THE LEFT WITH A METAL
 DQ3346'CATTLE GATE ENTRANCE.  TURN LEFT PASSING THROUGH THE GATE ENTRANCE AND
 DQ3346'GO NORTH FOR 0.45 MI (0.72 KM) TO A WOODEN BRIDGE PASSING OVER A
 DQ3346'CREEK.  CONTINUE NORTHERLY ON THE TWO RUT ROAD FOR 1.25 MI (2.01 KM)
 DQ3346'TO A WOODEN BRIDGE CROSSING OVER A CREEK.  CONTINUE NORTH ON THE TWO
 DQ3346'RUT ROAD FOR 0.05 MI (0.08 KM) TO A METAL CATTLE GATE.  CONTINUE NORTH
 DQ3346'ON THE TWO RUT ROAD THROUGH THE GATE ENTRANCE AND VEER NORTHWEST FOR
 DQ3346'0.1 MI (0.2 KM) TO A METAL CATTLE GATE, ENTER THROUGH THE GATE ON THE
 DQ3346'TWO RUT ROAD AND GO WEST-NORTHWEST FOR 0.1 MI (0.2 KM) TO WELL SITE
 DQ3346'19272 ON THE LEFT, WELL SITE 19372 ON THE RIGHT AND THE MARK ON THE
 DQ3346'RIGHT, ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON
 DQ3346'THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT
 DQ3346'(0.5 M) DEEP, FLUSH WITH THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DQ3346'
 DQ3346'LOCATED 198.0 FT (60.4 M) NORTH OF SURVEY MARK 19373, 148.7 FT (45.3
 DQ3346'M) NORTHWEST OF WELL SITE 19372, 16.0 FT (4.9 M) SOUTH-SOUTHWEST OF
 DQ3346'THE APPROXIMATE CENTERLINE OF TWO RUT ROAD AND 1.2 FT (0.4 M)
 DQ3346'NORTHEAST OF A CARSONITE WITNESS POST.
 DQ3346'
 DQ3346'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3346'MANAGEMENT AT 352-796-7211.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3345 ***********************************************************************
 DQ3345  DESIGNATION -  19373
 DQ3345  PID         -  DQ3345
 DQ3345  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3345  COUNTRY     -  US
 DQ3345  USGS QUAD   -  SOCRUM (2018)
 DQ3345
 DQ3345                         *CURRENT SURVEY CONTROL
 DQ3345  ______________________________________________________________________
 DQ3345* NAD 83(1986) POSITION- 28 08 36.0    (N) 082 06 30.8    (W)   HD_HELD2
 DQ3345* NAVD 88 ORTHO HEIGHT -    27.006 (meters)       88.60  (feet) ADJUSTED
 DQ3345  ______________________________________________________________________
 DQ3345  GEOID HEIGHT    -        -26.128 (meters)                     GEOID18
 DQ3345  DYNAMIC HEIGHT  -         26.966 (meters)       88.47  (feet) COMP
 DQ3345  MODELED GRAVITY -    979,165.5   (mgal)                       NAVD 88
 DQ3345
 DQ3345  VERT ORDER      -  FIRST     CLASS II
 DQ3345
 DQ3345.The horizontal coordinates were established by autonomous hand held GPS
 DQ3345.observations and have an estimated accuracy of +/- 10 meters.
 DQ3345
 DQ3345.The orthometric height was determined by differential leveling and
 DQ3345.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3345.in October 2016.
 DQ3345
 DQ3345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3345.GEOID18 height accuracy estimate available here.
 DQ3345
 DQ3345.Click photographs - Photos may exist for this station.
 DQ3345
 DQ3345.The dynamic height is computed by dividing the NAVD 88
 DQ3345.geopotential number by the normal gravity value computed on the
 DQ3345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3345.degrees latitude (g = 980.6199 gals.).
 DQ3345
 DQ3345.The modeled gravity was interpolated from observed gravity values.
 DQ3345
 DQ3345;                    North         East    Units  Estimated Accuracy
 DQ3345;SPC FL W     -   422,097.      189,337.      MT  (+/- 10 meters HH2 GPS)
 DQ3345
 DQ3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9114413577(NAD 83)
 DQ3345
 DQ3345                          SUPERSEDED SURVEY CONTROL
 DQ3345
 DQ3345.No superseded survey control is available for this station.
 DQ3345
 DQ3345_MARKER: DD = SURVEY DISK
 DQ3345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3345_STAMPING: 19373 2008
 DQ3345_MARK LOGO: SWFWMD
 DQ3345_PROJECTION: FLUSH
 DQ3345_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3345+STABILITY: SURFACE MOTION
 DQ3345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3345+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2016
 DQ3345
 DQ3345  HISTORY     - Date     Condition        Report By
 DQ3345  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3345  HISTORY     - 20160604 GOOD             FLDEP
 DQ3345
 DQ3345                          STATION DESCRIPTION
 DQ3345
 DQ3345'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3345'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTH OF BRANCHBOROUGH, 7.6 MI
 DQ3345'(12.3 KM) SOUTHEAST OF ZEPHYRHILLS, 5.7 MI (9.2 KM) WEST-SOUTHWEST OF
 DQ3345'SOCRUM, IN SECTION 9, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3345'
 DQ3345'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3345'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3345'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.9 KM)
 DQ3345'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD, CONTINUE NORTH ON U.S.
 DQ3345'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.9 KM) TO 7806 U.S.
 DQ3345'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) AND THE ENTRANCE TO AUDUBON RANCH ON
 DQ3345'THE RIGHT, TURN RIGHT ON A DIM ROAD AND GO EAST CROSSING OVER A
 DQ3345'RAILROAD TRACK TO A METAL GATE ENTRANCE TO AUDUBON RANCH, CONTINUE
 DQ3345'EAST ON THE DIM ROAD PASSING THROUGH GATE THE ENTRANCE FOR 2.0 MI (3.2
 DQ3345'KM) TO A WOODEN BRIDGE OVER A CREEK, CONTINUE EAST ON THE DIM ROAD FOR
 DQ3345'0.25 MI (0.4 KM) TO A TWO RUT ROAD ON THE LEFT WITH A METAL CATTLE
 DQ3345'GATE ENTRANCE, TURN LEFT PASSING THROUGH THE GATE ENTRANCE AND GO
 DQ3345'NORTH FOR 0.45 TO A WOODEN BRIDGE PASSING OVER A CREEK, CONTINUE
 DQ3345'NORTHERLY ON THE TWO RUT ROAD FOR 1.25 MI (2.0 KM) TO A WOODEN BRIDGE
 DQ3345'CROSSING OVER A CREEK, CONTINUE NORTH ON THE TWO RUT ROAD FOR 0.05 MI
 DQ3345'(0.1 KM) TO A METAL CATTLE GATE, CONTINUE NORTH ON THE TWO RUT ROAD
 DQ3345'THROUGH THE GATE ENTRANCE AND VEER NORTHWEST FOR 0.1 MI (0.2 KM) TO A
 DQ3345'METAL CATTLE GATE, ENTER THROUGH THE GATE ON THE TWO RUT ROAD AND GO
 DQ3345'WEST-NORTHWEST FOR 0.1 MI (0.2 KM) TO WELL SITE 19272 ON THE LEFT AND
 DQ3345'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A
 DQ3345'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DQ3345'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, FLUSH WITH THE GROUND AND LEVEL
 DQ3345'WITH THE DIM TRAIL.
 DQ3345'
 DQ3345'LOCATED 388.0 FT (118.3 M) NORTH OF SURVEY MARK 19374, 73.5 FT (22.4
 DQ3345'M) SOUTHWEST OF WELL SITE 19372, 10.0 FT (3.0 M) EAST-SOUTHEAST OF THE
 DQ3345'APPROXIMATE CENTERLINE OF TWO RUT HIKING TRAIL AND 1.3 FT (0.4 M)
 DQ3345'NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 DQ3345'
 DQ3345'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3345'MANAGEMENT AT 352-796-7211.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3344 ***********************************************************************
 DQ3344  DESIGNATION -  19374
 DQ3344  PID         -  DQ3344
 DQ3344  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3344  COUNTRY     -  US
 DQ3344  USGS QUAD   -  SOCRUM (2018)
 DQ3344
 DQ3344                         *CURRENT SURVEY CONTROL
 DQ3344  ______________________________________________________________________
 DQ3344* NAD 83(1986) POSITION- 28 08 32.2    (N) 082 06 30.3    (W)   HD_HELD2
 DQ3344* NAVD 88 ORTHO HEIGHT -    26.487 (meters)       86.90  (feet) ADJUSTED
 DQ3344  ______________________________________________________________________
 DQ3344  GEOID HEIGHT    -        -26.125 (meters)                     GEOID18
 DQ3344  DYNAMIC HEIGHT  -         26.448 (meters)       86.77  (feet) COMP
 DQ3344  MODELED GRAVITY -    979,165.6   (mgal)                       NAVD 88
 DQ3344
 DQ3344  VERT ORDER      -  FIRST     CLASS II
 DQ3344
 DQ3344.The horizontal coordinates were established by autonomous hand held GPS
 DQ3344.observations and have an estimated accuracy of +/- 10 meters.
 DQ3344
 DQ3344.The orthometric height was determined by differential leveling and
 DQ3344.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3344.in October 2016.
 DQ3344
 DQ3344.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3344.GEOID18 height accuracy estimate available here.
 DQ3344
 DQ3344.Click photographs - Photos may exist for this station.
 DQ3344
 DQ3344.The dynamic height is computed by dividing the NAVD 88
 DQ3344.geopotential number by the normal gravity value computed on the
 DQ3344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3344.degrees latitude (g = 980.6199 gals.).
 DQ3344
 DQ3344.The modeled gravity was interpolated from observed gravity values.
 DQ3344
 DQ3344;                    North         East    Units  Estimated Accuracy
 DQ3344;SPC FL W     -   421,980.      189,351.      MT  (+/- 10 meters HH2 GPS)
 DQ3344
 DQ3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9115713459(NAD 83)
 DQ3344
 DQ3344                          SUPERSEDED SURVEY CONTROL
 DQ3344
 DQ3344.No superseded survey control is available for this station.
 DQ3344
 DQ3344_MARKER: DD = SURVEY DISK
 DQ3344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3344_STAMPING: 19374 2008
 DQ3344_MARK LOGO: SWFWMD
 DQ3344_PROJECTION: FLUSH
 DQ3344_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3344+STABILITY: SURFACE MOTION
 DQ3344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3344+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2016
 DQ3344
 DQ3344  HISTORY     - Date     Condition        Report By
 DQ3344  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3344  HISTORY     - 20160604 GOOD             FLDEP
 DQ3344
 DQ3344                          STATION DESCRIPTION
 DQ3344
 DQ3344'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3344'THE MARK IS ABOUT 8.1 MI (13.0 KM) SOUTH OF BRANCHBOROUGH, 7.7 MI
 DQ3344'(12.4 KM) SOUTHEAST OF ZEPHYRHILLS, 5.7 MI (9.2 KM) WEST-SOUTHWEST OF
 DQ3344'SOCRUM, IN SECTION 9, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3344'
 DQ3344'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3344'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3344'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3344'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3344'HIGHWAY (PAUL BUCHMAN HIGHWAY) 39 FOR 3.05 MI (4.91 KM) TO 7806 U.S.
 DQ3344'HIGHWAY 39 AND THE ENTRANCE TO AUDUBON RANCH ON THE RIGHT.  TURN RIGHT
 DQ3344'ON A DIM ROAD AND GO EAST CROSSING OVER A RAILROAD TRACK TO A METAL
 DQ3344'GATE ENTRANCE TO AUDUBON RANCH.  CONTINUE EAST ON THE DIM ROAD PASSING
 DQ3344'THROUGH THE GATE ENTRANCE FOR 2.0 MI (3.2 KM) TO A WOODEN BRIDGE
 DQ3344'PASSING OVER A CREEK.  CONTINUE EAST ON THE DIM ROAD FOR 0.25 MI (0.40
 DQ3344'KM) TO A TWO RUT ROAD ON THE LEFT WITH A METAL CATTLE GATE ENTRANCE.
 DQ3344'TURN LEFT PASSING THROUGH THE GATE ENTRANCE AND GO NORTH FOR 0.45 MI
 DQ3344'(0.72 KM) TO A WOODEN BRIDGE PASSING OVER A CREEK.  CONTINUE NORTHERLY
 DQ3344'ON THE TWO RUT ROAD FOR 1.25 MI (2.01 KM) TO A WOODEN BRIDGE CROSSING
 DQ3344'OVER A CREEK.  CONTINUE NORTH ON THE TWO RUT ROAD FOR 0.05 MI (0.08
 DQ3344'KM) TO A METAL CATTLE GATE.  CONTINUE NORTH ON THE TWO RUT ROAD
 DQ3344'THROUGH THE GATE ENTRANCE AND VEER NORTHWEST FOR 0.1 MI (0.2 KM) TO A
 DQ3344'METAL CATTLE GATE, ENTER THROUGH THE GATE ON THE TWO RUT ROAD AND GO
 DQ3344'WEST-NORTHWEST FOR 0.1 MI (0.2 KM) TO WELL SITE 19272 ON THE LEFT.
 DQ3344'TURN LEFT NOW ENTERING A HIKING TRAIL BY FOOT AND GO SOUTH ON THE
 DQ3344'HIKING TRAIL ABOUT 450 FT (137.2 M) TO WELL SITE 19374 AND THE MARK,
 DQ3344'AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE
 DQ3344'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DQ3344'M) DEEP, FLUSH WITH THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DQ3344'
 DQ3344'LOCATED 455.2 FT (138.7 M) SOUTH OF WELL SITE 19372, 15.0 FT (4.6 M)
 DQ3344'SOUTHEAST OF WELL SITE 19374, 1.3 FT (0.4 M) NORTH OF A BARB WIRE
 DQ3344'FENCE AND 1.1 FT (0.3 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DQ3344'
 DQ3344'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3344'MANAGEMENT AT 352-796-7211.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3362 ***********************************************************************
 DQ3362  DESIGNATION -  19376
 DQ3362  PID         -  DQ3362
 DQ3362  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3362  COUNTRY     -  US
 DQ3362  USGS QUAD   -  ZEPHYRHILLS (2018)
 DQ3362
 DQ3362                         *CURRENT SURVEY CONTROL
 DQ3362  ______________________________________________________________________
 DQ3362* NAD 83(1986) POSITION- 28 08 46.9    (N) 082 09 10.0    (W)   HD_HELD2
 DQ3362* NAVD 88 ORTHO HEIGHT -    23.530 (meters)       77.20  (feet) ADJUSTED
 DQ3362  ______________________________________________________________________
 DQ3362  GEOID HEIGHT    -        -26.014 (meters)                     GEOID18
 DQ3362  DYNAMIC HEIGHT  -         23.495 (meters)       77.08  (feet) COMP
 DQ3362  MODELED GRAVITY -    979,171.5   (mgal)                       NAVD 88
 DQ3362
 DQ3362  VERT ORDER      -  FIRST     CLASS II
 DQ3362
 DQ3362.The horizontal coordinates were established by autonomous hand held GPS
 DQ3362.observations and have an estimated accuracy of +/- 10 meters.
 DQ3362
 DQ3362.The orthometric height was determined by differential leveling and
 DQ3362.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3362.in October 2016.
 DQ3362
 DQ3362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3362.GEOID18 height accuracy estimate available here.
 DQ3362
 DQ3362.Click photographs - Photos may exist for this station.
 DQ3362
 DQ3362.The dynamic height is computed by dividing the NAVD 88
 DQ3362.geopotential number by the normal gravity value computed on the
 DQ3362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3362.degrees latitude (g = 980.6199 gals.).
 DQ3362
 DQ3362.The modeled gravity was interpolated from observed gravity values.
 DQ3362
 DQ3362;                    North         East    Units  Estimated Accuracy
 DQ3362;SPC FL W     -   422,437.      184,994.      MT  (+/- 10 meters HH2 GPS)
 DQ3362
 DQ3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8680513952(NAD 83)
 DQ3362
 DQ3362                          SUPERSEDED SURVEY CONTROL
 DQ3362
 DQ3362.No superseded survey control is available for this station.
 DQ3362
 DQ3362_MARKER: DD = SURVEY DISK
 DQ3362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3362_STAMPING: 19376 2011
 DQ3362_MARK LOGO: SWFWMD
 DQ3362_PROJECTION: FLUSH
 DQ3362_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3362+STABILITY: SURFACE MOTION
 DQ3362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3362+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2016
 DQ3362
 DQ3362  HISTORY     - Date     Condition        Report By
 DQ3362  HISTORY     - 2011     MONUMENTED       SWFWMD
 DQ3362  HISTORY     - 20160603 GOOD             FLDEP
 DQ3362
 DQ3362                          STATION DESCRIPTION
 DQ3362
 DQ3362'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3362'THE MARK IS ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHWEST OF BRANCHBOROUGH,
 DQ3362'8.3 MI (13.4 KM) WEST OF SOCRUM, 6.2 MI (10.0 KM) SOUTH-SOUTHEAST OF
 DQ3362'ZEPHYRHILLS, IN SECTION 7, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3362'
 DQ3362'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3362'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3362'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3362'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3362'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 4.9 MI (7.9 KM) TO THE JUNCTION
 DQ3362'OF ADDRESS 9581 U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) ON THE LEFT.
 DQ3362'TURN LEFT ENTERING THROUGH A CATTLE GATE AND GO WEST ON THE DIM TRAIL
 DQ3362'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A DIM TRAIL LEADING SOUTH ON
 DQ3362'THE LEFT.  TURN LEFT ON THE DIM TRAIL AND GO SOUTH ABOUT 325.0 FT
 DQ3362'(99.1 M) TO WELL SITE NUMBER 19378 AND THE MARK, AN ALUMINUM ROD
 DQ3362'DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A
 DQ3362'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DQ3362'FLUSH WITH THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DQ3362'
 DQ3362'LOCATED 50.4 FT (15.4 M) NORTH OF SURVEY MARK 19378, 6.0 FT (1.8 M)
 DQ3362'EAST OF THE APPROXIMATE CENTERLINE OF A DIM TRAIL, 2.0 FT (0.6 M)
 DQ3362'SOUTH-SOUTHWEST OF WELL NUMBER 19376 AND 0.6 FT (18 CM) NORTH OF A
 DQ3362'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3361 ***********************************************************************
 DQ3361  DESIGNATION -  19378
 DQ3361  PID         -  DQ3361
 DQ3361  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3361  COUNTRY     -  US
 DQ3361  USGS QUAD   -  ZEPHYRHILLS (2018)
 DQ3361
 DQ3361                         *CURRENT SURVEY CONTROL
 DQ3361  ______________________________________________________________________
 DQ3361* NAD 83(1986) POSITION- 28 08 46.6    (N) 082 09 09.8    (W)   HD_HELD2
 DQ3361* NAVD 88 ORTHO HEIGHT -    23.225 (meters)       76.20  (feet) ADJUSTED
 DQ3361  ______________________________________________________________________
 DQ3361  GEOID HEIGHT    -        -26.014 (meters)                     GEOID18
 DQ3361  DYNAMIC HEIGHT  -         23.190 (meters)       76.08  (feet) COMP
 DQ3361  MODELED GRAVITY -    979,171.5   (mgal)                       NAVD 88
 DQ3361
 DQ3361  VERT ORDER      -  FIRST     CLASS II
 DQ3361
 DQ3361.The horizontal coordinates were established by autonomous hand held GPS
 DQ3361.observations and have an estimated accuracy of +/- 10 meters.
 DQ3361
 DQ3361.The orthometric height was determined by differential leveling and
 DQ3361.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3361.in October 2016.
 DQ3361
 DQ3361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3361.GEOID18 height accuracy estimate available here.
 DQ3361
 DQ3361.Click photographs - Photos may exist for this station.
 DQ3361
 DQ3361.The dynamic height is computed by dividing the NAVD 88
 DQ3361.geopotential number by the normal gravity value computed on the
 DQ3361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3361.degrees latitude (g = 980.6199 gals.).
 DQ3361
 DQ3361.The modeled gravity was interpolated from observed gravity values.
 DQ3361
 DQ3361;                    North         East    Units  Estimated Accuracy
 DQ3361;SPC FL W     -   422,428.      184,999.      MT  (+/- 10 meters HH2 GPS)
 DQ3361
 DQ3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8681013943(NAD 83)
 DQ3361
 DQ3361                          SUPERSEDED SURVEY CONTROL
 DQ3361
 DQ3361.No superseded survey control is available for this station.
 DQ3361
 DQ3361_MARKER: DD = SURVEY DISK
 DQ3361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3361_STAMPING: 19378 2011
 DQ3361_MARK LOGO: SWFWMD
 DQ3361_PROJECTION: FLUSH
 DQ3361_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3361+STABILITY: SURFACE MOTION
 DQ3361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3361+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2016
 DQ3361
 DQ3361  HISTORY     - Date     Condition        Report By
 DQ3361  HISTORY     - 2011     MONUMENTED       SWFWMD
 DQ3361  HISTORY     - 20160603 GOOD             FLDEP
 DQ3361
 DQ3361                          STATION DESCRIPTION
 DQ3361
 DQ3361'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3361'THE MARK IS ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHWEST OF BRANCHBOROUGH,
 DQ3361'8.3 MI (13.4 KM) WEST OF SOCRUM, 6.2 MI (10.0 KM) SOUTH-SOUTHEAST OF
 DQ3361'ZEPHYRHILLS, IN SECTION 7, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3361'
 DQ3361'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3361'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3361'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3361'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3361'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 4.9 MI (7.9 KM) TO THE JUNCTION
 DQ3361'OF ADDRESS 9581 U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) ON THE LEFT.
 DQ3361'TURN LEFT ENTERING THROUGH A CATTLE GATE AND GO WEST ON THE DIM TRAIL
 DQ3361'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A DIM TRAIL LEADING SOUTH ON
 DQ3361'THE LEFT.  TURN LEFT ON THE DIM TRAIL AND GO SOUTH ABOUT 325.0 FT
 DQ3361'(99.1 M) TO WELL SITE NUMBER 19378 AND THE MARK, AN ALUMINUM ROD
 DQ3361'DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A
 DQ3361'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DQ3361'FLUSH WITH THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DQ3361'
 DQ3361'LOCATED 51.5 FT (15.7 M) SOUTH-SOUTHEAST OF WELL NUMBER 19378, 50.4 FT
 DQ3361'(15.4 M) SOUTH OF SURVEY MARK 19376 AND 1.0 FT (0.3 M) NORTHEAST OF A
 DQ3361'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3322 ***********************************************************************
 DQ3322  DESIGNATION -  19388 A
 DQ3322  PID         -  DQ3322
 DQ3322  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3322  COUNTRY     -  US
 DQ3322  USGS QUAD   -  ZEPHYRHILLS (2018)
 DQ3322
 DQ3322                         *CURRENT SURVEY CONTROL
 DQ3322  ______________________________________________________________________
 DQ3322* NAD 83(1986) POSITION- 28 08 47.3    (N) 082 13 41.3    (W)   HD_HELD2
 DQ3322* NAVD 88 ORTHO HEIGHT -    14.686 (meters)       48.18  (feet) ADJUSTED
 DQ3322  ______________________________________________________________________
 DQ3322  GEOID HEIGHT    -        -25.811 (meters)                     GEOID18
 DQ3322  DYNAMIC HEIGHT  -         14.665 (meters)       48.11  (feet) COMP
 DQ3322  MODELED GRAVITY -    979,188.8   (mgal)                       NAVD 88
 DQ3322
 DQ3322  VERT ORDER      -  FIRST     CLASS II
 DQ3322
 DQ3322.The horizontal coordinates were established by autonomous hand held GPS
 DQ3322.observations and have an estimated accuracy of +/- 10 meters.
 DQ3322
 DQ3322.The orthometric height was determined by differential leveling and
 DQ3322.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3322.in October 2016.
 DQ3322
 DQ3322.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3322.GEOID18 height accuracy estimate available here.
 DQ3322
 DQ3322.Click photographs - Photos may exist for this station.
 DQ3322
 DQ3322.The dynamic height is computed by dividing the NAVD 88
 DQ3322.geopotential number by the normal gravity value computed on the
 DQ3322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3322.degrees latitude (g = 980.6199 gals.).
 DQ3322
 DQ3322.The modeled gravity was interpolated from observed gravity values.
 DQ3322
 DQ3322;                    North         East    Units  Estimated Accuracy
 DQ3322;SPC FL W     -   422,461.      177,592.      MT  (+/- 10 meters HH2 GPS)
 DQ3322
 DQ3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7940414037(NAD 83)
 DQ3322
 DQ3322                          SUPERSEDED SURVEY CONTROL
 DQ3322
 DQ3322.No superseded survey control is available for this station.
 DQ3322
 DQ3322_MARKER: DD = SURVEY DISK
 DQ3322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3322_STAMPING: 19388 A 2008 LB 6773
 DQ3322_MARK LOGO: SWFWMD
 DQ3322_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3322_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3322+STABILITY: SURFACE MOTION
 DQ3322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3322+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2016
 DQ3322
 DQ3322  HISTORY     - Date     Condition        Report By
 DQ3322  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3322  HISTORY     - 20160518 GOOD             FLDEP
 DQ3322
 DQ3322                          STATION DESCRIPTION
 DQ3322
 DQ3322'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3322'THE MARK IS ABOUT 10.5 MI (16.9 KM) NORTH OF DOVER, 7.4 MI (11.9 KM)
 DQ3322'NORTHEAST OF THONOTOSASSA, 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF
 DQ3322'ZEPHYRHILLS, IN SECTION 8, TOWNSHIP 27 SOUTH, RANGE 21 EAST.
 DQ3322'
 DQ3322'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND EAST
 DQ3322'FOWLER AVENUE (COUNTY ROAD 583) IN TEMPLE TERRACE, GO EAST ON EAST
 DQ3322'FOWLER AVENUE (COUNTY ROAD 583) FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF
 DQ3322'U.S. HIGHWAY 301.  TURN LEFT ON U.S. HIGHWAY 301 AND GO NORTHEAST FOR
 DQ3322'9.2 MI (14.8 KM) TO THE ENTRANCE OF THE HILLSBOROUGH RIVER STATE PARK
 DQ3322'ON THE LEFT.  TURN LEFT ON THE PARK ENTRANCE ROAD AND GO NORTH FOR 0.3
 DQ3322'MI (0.5 KM) TO THE MAIN ONE WAY LOOP ROAD.  TURN RIGHT ON THE ONE WAY
 DQ3322'ROAD AND GO NORTHEAST FOR 0.05 MI (0.08 KM) TO THE DIM SERVICE ROAD
 DQ3322'LEADING NORTHWEST ON THE LEFT.  TURN LEFT ON THE DIM SERVICE ROAD AND
 DQ3322'GO NORTHWEST FOR 0.2 MI (0.3 KM) TO A T-JUNCTION OF TWO DIM ROADS AND
 DQ3322'THE MARK, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK
 DQ3322'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DQ3322'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL WITH THE GROUND AND LEVEL WITH
 DQ3322'THE DIM DRIVING ROAD.
 DQ3322'
 DQ3322'LOCATED 175.3 FT (53.4 M) SOUTHWEST OF A WELL SITE WITH NO NUMBER
 DQ3322'ATTACHED, 48.0 FT (14.6 M) WEST OF SURVEY MARK 19388 B, 19.7 FT (6.0
 DQ3322'M) NORTHWEST OF A 10 INCH (25 CM) IN DIAMETER PINE TREE, 19.0 FT (5.8
 DQ3322'M) NORTHWEST OF THE INTERSECTING POINT OF TWO DIM ROADS AND 2.5 FT
 DQ3322'(0.8 M) SOUTHEAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3323 ***********************************************************************
 DQ3323  DESIGNATION -  19388 B
 DQ3323  PID         -  DQ3323
 DQ3323  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3323  COUNTRY     -  US
 DQ3323  USGS QUAD   -  ZEPHYRHILLS (2018)
 DQ3323
 DQ3323                         *CURRENT SURVEY CONTROL
 DQ3323  ______________________________________________________________________
 DQ3323* NAD 83(1986) POSITION- 28 08 47.2    (N) 082 13 40.2    (W)   HD_HELD2
 DQ3323* NAVD 88 ORTHO HEIGHT -    14.779 (meters)       48.49  (feet) ADJUSTED
 DQ3323  ______________________________________________________________________
 DQ3323  GEOID HEIGHT    -        -25.812 (meters)                     GEOID18
 DQ3323  DYNAMIC HEIGHT  -         14.758 (meters)       48.42  (feet) COMP
 DQ3323  MODELED GRAVITY -    979,188.7   (mgal)                       NAVD 88
 DQ3323
 DQ3323  VERT ORDER      -  FIRST     CLASS II
 DQ3323
 DQ3323.The horizontal coordinates were established by autonomous hand held GPS
 DQ3323.observations and have an estimated accuracy of +/- 10 meters.
 DQ3323
 DQ3323.The orthometric height was determined by differential leveling and
 DQ3323.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3323.in October 2016.
 DQ3323
 DQ3323.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3323.GEOID18 height accuracy estimate available here.
 DQ3323
 DQ3323.Click photographs - Photos may exist for this station.
 DQ3323
 DQ3323.The dynamic height is computed by dividing the NAVD 88
 DQ3323.geopotential number by the normal gravity value computed on the
 DQ3323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3323.degrees latitude (g = 980.6199 gals.).
 DQ3323
 DQ3323.The modeled gravity was interpolated from observed gravity values.
 DQ3323
 DQ3323;                    North         East    Units  Estimated Accuracy
 DQ3323;SPC FL W     -   422,458.      177,622.      MT  (+/- 10 meters HH2 GPS)
 DQ3323
 DQ3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7943414034(NAD 83)
 DQ3323
 DQ3323                          SUPERSEDED SURVEY CONTROL
 DQ3323
 DQ3323.No superseded survey control is available for this station.
 DQ3323
 DQ3323_MARKER: DD = SURVEY DISK
 DQ3323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3323_STAMPING: 19388 B 2008 LB 6773
 DQ3323_MARK LOGO: SWFWMD
 DQ3323_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3323_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3323+STABILITY: SURFACE MOTION
 DQ3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3323+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2016
 DQ3323
 DQ3323  HISTORY     - Date     Condition        Report By
 DQ3323  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3323  HISTORY     - 20160518 GOOD             FLDEP
 DQ3323
 DQ3323                          STATION DESCRIPTION
 DQ3323
 DQ3323'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3323'THE MARK IS ABOUT 10.5 MI (16.9 KM) NORTH OF DOVER, 7.4 MI (11.9 KM)
 DQ3323'NORTHEAST OF THONOTOSASSA, 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF
 DQ3323'ZEPHYRHILLS, IN SECTION 8, TOWNSHIP 27 SOUTH, RANGE 21 EAST.
 DQ3323'
 DQ3323'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND EAST
 DQ3323'FOWLER AVENUE (COUNTY ROAD 583) IN TEMPLE TERRACE, GO EAST ON EAST
 DQ3323'FOWLER AVENUE (COUNTY ROAD 583) FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF
 DQ3323'U.S. HIGHWAY 301.  TURN LEFT ON U.S. HIGHWAY 301 AND GO NORTHEAST FOR
 DQ3323'9.2 MI (14.8 KM) TO THE ENTRANCE OF THE HILLSBOROUGH RIVER STATE PARK
 DQ3323'ON THE LEFT.  TURN LEFT ON THE PARK ENTRANCE ROAD AND GO NORTH FOR 0.3
 DQ3323'MI (0.5 KM) TO THE MAIN ONE WAY LOOP ROAD.  TURN RIGHT ON THE ONE WAY
 DQ3323'ROAD AND GO NORTHEAST FOR 0.05 MI (0.08 KM) TO THE DIM SERVICE ROAD
 DQ3323'LEADING NORTHWEST ON THE LEFT.  TURN LEFT ON THE DIM SERVICE ROAD AND
 DQ3323'GO NORTHWEST FOR 0.15 MI (0.24 KM) TO A CURVE IN THE DIM ROAD LEADING
 DQ3323'NORTHEAST, VEER RIGHT AT THE CURVE AND GO NORTHEAST ON THE DIM ROAD
 DQ3323'ABOUT 100.0 FT (30.5 M) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DQ3323'DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A
 DQ3323'12-INCH (30 CM) ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW
 DQ3323'THE LEVEL WITH THE GROUND AND LEVEL WITH THE DIM DRIVING ROAD.
 DQ3323'
 DQ3323'LOCATED 107.0 FT (32.6 M) NORTH-NORTHEAST OF THE INTERSECTING POINT OF
 DQ3323'TWO DIM ROADS, 56.1 FT (17.1 M) NORTHEAST OF WELL SITE NUMBER 19463,
 DQ3323'48.0 FT (14.6 M) EAST OF SURVEY MARK 19388 A, 13.7 FT (4.2 M)
 DQ3323'WEST-SOUTHWEST OF A CABBAGE PALM TREE AND 1.5 FT (0.5 M)
 DQ3323'WEST-NORTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3368 ***********************************************************************
 DQ3368  DESIGNATION -  19389
 DQ3368  PID         -  DQ3368
 DQ3368  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3368  COUNTRY     -  US
 DQ3368  USGS QUAD   -  ZEPHYRHILLS (2018)
 DQ3368
 DQ3368                         *CURRENT SURVEY CONTROL
 DQ3368  ______________________________________________________________________
 DQ3368* NAD 83(1986) POSITION- 28 07 39.5    (N) 082 10 51.9    (W)   HD_HELD2
 DQ3368* NAVD 88 ORTHO HEIGHT -    22.443 (meters)       73.63  (feet) ADJUSTED
 DQ3368  ______________________________________________________________________
 DQ3368  GEOID HEIGHT    -        -25.875 (meters)                     GEOID18
 DQ3368  DYNAMIC HEIGHT  -         22.410 (meters)       73.52  (feet) COMP
 DQ3368  MODELED GRAVITY -    979,179.2   (mgal)                       NAVD 88
 DQ3368
 DQ3368  VERT ORDER      -  FIRST     CLASS II
 DQ3368
 DQ3368.The horizontal coordinates were established by autonomous hand held GPS
 DQ3368.observations and have an estimated accuracy of +/- 10 meters.
 DQ3368
 DQ3368.The orthometric height was determined by differential leveling and
 DQ3368.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3368.in October 2016.
 DQ3368
 DQ3368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3368.GEOID18 height accuracy estimate available here.
 DQ3368
 DQ3368.Click photographs - Photos may exist for this station.
 DQ3368
 DQ3368.The dynamic height is computed by dividing the NAVD 88
 DQ3368.geopotential number by the normal gravity value computed on the
 DQ3368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3368.degrees latitude (g = 980.6199 gals.).
 DQ3368
 DQ3368.The modeled gravity was interpolated from observed gravity values.
 DQ3368
 DQ3368;                    North         East    Units  Estimated Accuracy
 DQ3368;SPC FL W     -   420,366.      182,210.      MT  (+/- 10 meters HH2 GPS)
 DQ3368
 DQ3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8400511905(NAD 83)
 DQ3368
 DQ3368                          SUPERSEDED SURVEY CONTROL
 DQ3368
 DQ3368.No superseded survey control is available for this station.
 DQ3368
 DQ3368_MARKER: DD = SURVEY DISK
 DQ3368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3368_STAMPING: 19389 2008
 DQ3368_MARK LOGO: SWFWMD
 DQ3368_PROJECTION: FLUSH
 DQ3368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3368+STABILITY: SURFACE MOTION
 DQ3368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3368+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 DQ3368
 DQ3368  HISTORY     - Date     Condition        Report By
 DQ3368  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3368  HISTORY     - 20160601 GOOD             FLDEP
 DQ3368
 DQ3368                          STATION DESCRIPTION
 DQ3368
 DQ3368'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3368'THE MARK IS ABOUT 8.7 MI (14.0 KM) EAST-NORTHEAST OF THONOTOSASSA, 8.6
 DQ3368'MI (13.8 KM) NORTH-NORTHWEST OF PLANT CITY, 7.3 MI (11.7 KM) SOUTH OF
 DQ3368'ZEPHYRHILLS, IN SECTION 14, TOWNSHIP 27 SOUTH, RANGE 21 EAST.
 DQ3368'
 DQ3368'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3368'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3368'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3368'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3368'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.65 MI (5.87 KM) TO THE
 DQ3368'JUNCTION OF PATRINOSTRO ROAD ON THE LEFT.  TURN LEFT ON PATRINOSTRO
 DQ3368'ROAD AND GO WEST FOR 0.3 MI (0.5 KM) TO A METAL CATTLE GATE ON THE
 DQ3368'LEFT.  TURN LEFT ENTERING THROUGH THE METAL GATE AND GO WESTERLY ON
 DQ3368'THE GRASS COVERED TRAIL FOR 0.2 MI (0.3 KM) TO A METAL CATTLE GATE
 DQ3368'ENTERING A TWO RUT HIKING TRAIL AREA, ENTERING THROUGH THE GATE.  TURN
 DQ3368'LEFT ON THE TWO RUT HIKING TRAIL AND GO WEST FOR 0.05 MI (0.08 KM) TO
 DQ3368'THE JUNCTION OF A TWO RUT HIKING TRAIL ON THE RIGHT.  TURN RIGHT ON
 DQ3368'THE TWO RUT HIKING TRAIL AND GO NORTHERLY FOR 0.45 MI (0.72 KM) TO THE
 DQ3368'JUNCTION OF A TWO RUT HIKING TRAIL ON THE LEFT.  TURN LEFT ON THE TWO
 DQ3368'RUT HIKING TRAIL AND GO WEST FOR 0.2 MI (0.3 KM) TO WELL SITE NUMBER
 DQ3368'19394 ON THE LEFT.  CONTINUE NORTHWESTERLY ON THE TWO RUT HIKING TRAIL
 DQ3368'FOR 0.45 MI (0.72 KM) TO A FORK IN THE TRAIL INTERSECTING TWO HIKING
 DQ3368'TRAILS, SURVEY MARK F 782 ON THE RIGHT AND THE JUNCTION OF THE TWO RUT
 DQ3368'HIKING TRAIL ON THE LEFT.  TURN LEFT ON THE TWO RUT HIKING TRAIL AND
 DQ3368'GO SOUTHWESTERLY FOR 1.0 MI (1.6 KM) TO WELL SITE NUMBER 19389 ON THE
 DQ3368'RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN INTO THE
 DQ3368'GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DQ3368'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, FLUSH WITH THE
 DQ3368'GROUND AND LEVEL WITH THE TWO RUT HIKING TRAIL DIM TRAIL.
 DQ3368'
 DQ3368'LOCATED 132.2 FT (40.3 M) EAST OF SURVEY MARK 19391, 40.0 FT (12.2 M)
 DQ3368'NORTH OF THE APPROXIMATE CENTERLINE OF A TWO RUT TRAIL, 11.4 FT (3.5
 DQ3368'M) NORTHEAST OF WELL SITE NUMBER 19389, 10.4 FT (3.2 M) NORTHWEST OF
 DQ3368'WELL SITE NUMBER 19391 AND 1.1 FT (0.3 M) SOUTH OF A CARSONITE WITNESS
 DQ3368'POST.
 DQ3368'
 DQ3368'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3368'MANAGEMENT AT 352-796-7211.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3369 ***********************************************************************
 DQ3369  DESIGNATION -  19391
 DQ3369  PID         -  DQ3369
 DQ3369  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3369  COUNTRY     -  US
 DQ3369  USGS QUAD   -  ZEPHYRHILLS (2018)
 DQ3369
 DQ3369                         *CURRENT SURVEY CONTROL
 DQ3369  ______________________________________________________________________
 DQ3369* NAD 83(1986) POSITION- 28 07 39.6    (N) 082 10 53.4    (W)   HD_HELD2
 DQ3369* NAVD 88 ORTHO HEIGHT -    22.396 (meters)       73.48  (feet) ADJUSTED
 DQ3369  ______________________________________________________________________
 DQ3369  GEOID HEIGHT    -        -25.873 (meters)                     GEOID18
 DQ3369  DYNAMIC HEIGHT  -         22.363 (meters)       73.37  (feet) COMP
 DQ3369  MODELED GRAVITY -    979,179.3   (mgal)                       NAVD 88
 DQ3369
 DQ3369  VERT ORDER      -  FIRST     CLASS II
 DQ3369
 DQ3369.The horizontal coordinates were established by autonomous hand held GPS
 DQ3369.observations and have an estimated accuracy of +/- 10 meters.
 DQ3369
 DQ3369.The orthometric height was determined by differential leveling and
 DQ3369.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3369.in October 2016.
 DQ3369
 DQ3369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3369.GEOID18 height accuracy estimate available here.
 DQ3369
 DQ3369.Click photographs - Photos may exist for this station.
 DQ3369
 DQ3369.The dynamic height is computed by dividing the NAVD 88
 DQ3369.geopotential number by the normal gravity value computed on the
 DQ3369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3369.degrees latitude (g = 980.6199 gals.).
 DQ3369
 DQ3369.The modeled gravity was interpolated from observed gravity values.
 DQ3369
 DQ3369;                    North         East    Units  Estimated Accuracy
 DQ3369;SPC FL W     -   420,370.      182,169.      MT  (+/- 10 meters HH2 GPS)
 DQ3369
 DQ3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8396411908(NAD 83)
 DQ3369
 DQ3369                          SUPERSEDED SURVEY CONTROL
 DQ3369
 DQ3369.No superseded survey control is available for this station.
 DQ3369
 DQ3369_MARKER: DD = SURVEY DISK
 DQ3369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3369_STAMPING: 19391 2008
 DQ3369_MARK LOGO: SWFWMD
 DQ3369_PROJECTION: FLUSH
 DQ3369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3369+STABILITY: SURFACE MOTION
 DQ3369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3369+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 DQ3369
 DQ3369  HISTORY     - Date     Condition        Report By
 DQ3369  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3369  HISTORY     - 20160601 GOOD             FLDEP
 DQ3369
 DQ3369                          STATION DESCRIPTION
 DQ3369
 DQ3369'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3369'THE MARK IS ABOUT 8.7 MI (14.0 KM) EAST-NORTHEAST OF THONOTOSASSA, 8.6
 DQ3369'MI (13.8 KM) NORTH-NORTHWEST OF PLANT CITY, 7.3 MI (11.7 KM) SOUTH OF
 DQ3369'ZEPHYRHILLS, IN SECTION 14, TOWNSHIP 27 SOUTH, RANGE 21 EAST.
 DQ3369'
 DQ3369'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3369'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3369'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3369'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3369'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.65 MI (5.87 KM) TO THE
 DQ3369'JUNCTION OF PATRINOSTRO ROAD ON THE LEFT.  TURN LEFT ON PATRINOSTRO
 DQ3369'ROAD AND GO WEST FOR 0.3 MI (0.5 KM) TO A METAL CATTLE GATE ON THE
 DQ3369'LEFT.  TURN LEFT ENTERING THROUGH THE METAL GATE AND GO WESTERLY ON
 DQ3369'THE GRASS COVERED TRAIL FOR 0.2 MI (0.3 KM) TO A METAL CATTLE GATE
 DQ3369'ENTERING A TWO RUT HIKING TRAIL AREA, ENTERING THROUGH THE GATE.  TURN
 DQ3369'LEFT ON THE TWO RUT HIKING TRAIL AND GO WEST FOR 0.05 MI (0.08 KM) TO
 DQ3369'THE JUNCTION OF A TWO RUT HIKING TRAIL ON THE RIGHT.  TURN RIGHT ON
 DQ3369'THE TWO RUT HIKING TRAIL AND GO NORTHERLY FOR 0.45 MI (0.72 KM) TO THE
 DQ3369'JUNCTION OF A TWO RUT HIKING TRAIL ON THE LEFT.  TURN LEFT ON THE TWO
 DQ3369'RUT HIKING TRAIL AND GO WEST FOR 0.2 MI (0.3 KM) TO WELL SITE NUMBER
 DQ3369'19394 ON THE LEFT.  CONTINUE NORTHWESTERLY ON THE TWO RUT HIKING TRAIL
 DQ3369'FOR 0.45 MI (0.72 KM) TO A FORK IN THE TRAIL INTERSECTING TWO HIKING
 DQ3369'TRAILS, SURVEY MARK F 782 ON THE RIGHT AND THE JUNCTION OF THE TWO RUT
 DQ3369'HIKING TRAIL ON THE LEFT.  TURN LEFT ON THE TWO RUT HIKING TRAIL AND
 DQ3369'GO SOUTHWESTERLY FOR 1.0 MI (1.6 KM) TO WELL SITE NUMBER 19391 ON THE
 DQ3369'RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN INTO THE
 DQ3369'GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DQ3369'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, FLUSH WITH THE
 DQ3369'GROUND AND LEVEL WITH THE TWO RUT HIKING TRAIL DIM TRAIL.
 DQ3369'
 DQ3369'LOCATED 140.0 FT (42.7 M) WEST OF WELL SITE NUMBER 19391, 132.2 FT
 DQ3369'(40.3 M) WEST OF SURVEY MARK 19389, 124.3 FT (37.9 M) WEST OF WELL
 DQ3369'SITE NUMBER 19389, 99.0 FT (30.2 M) NORTH OF A BARB WIRE FENCE, 20.0
 DQ3369'FT (6.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF A TWO RUT TRAIL AND
 DQ3369'1.1 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 DQ3369'
 DQ3369'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3369'MANAGEMENT AT 352-796-7211.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3366 ***********************************************************************
 DQ3366  DESIGNATION -  19393
 DQ3366  PID         -  DQ3366
 DQ3366  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3366  COUNTRY     -  US
 DQ3366  USGS QUAD   -  ZEPHYRHILLS (2018)
 DQ3366
 DQ3366                         *CURRENT SURVEY CONTROL
 DQ3366  ______________________________________________________________________
 DQ3366* NAD 83(1986) POSITION- 28 08 00.0    (N) 082 09 40.5    (W)   HD_HELD2
 DQ3366* NAVD 88 ORTHO HEIGHT -    24.107 (meters)       79.09  (feet) ADJUSTED
 DQ3366  ______________________________________________________________________
 DQ3366  GEOID HEIGHT    -        -25.948 (meters)                     GEOID18
 DQ3366  DYNAMIC HEIGHT  -         24.072 (meters)       78.98  (feet) COMP
 DQ3366  MODELED GRAVITY -    979,174.5   (mgal)                       NAVD 88
 DQ3366
 DQ3366  VERT ORDER      -  FIRST     CLASS II
 DQ3366
 DQ3366.The horizontal coordinates were established by autonomous hand held GPS
 DQ3366.observations and have an estimated accuracy of +/- 10 meters.
 DQ3366
 DQ3366.The orthometric height was determined by differential leveling and
 DQ3366.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3366.in October 2016.
 DQ3366
 DQ3366.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3366.GEOID18 height accuracy estimate available here.
 DQ3366
 DQ3366.Click photographs - Photos may exist for this station.
 DQ3366
 DQ3366.The dynamic height is computed by dividing the NAVD 88
 DQ3366.geopotential number by the normal gravity value computed on the
 DQ3366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3366.degrees latitude (g = 980.6199 gals.).
 DQ3366
 DQ3366.The modeled gravity was interpolated from observed gravity values.
 DQ3366
 DQ3366;                    North         East    Units  Estimated Accuracy
 DQ3366;SPC FL W     -   420,995.      184,160.      MT  (+/- 10 meters HH2 GPS)
 DQ3366
 DQ3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8595912517(NAD 83)
 DQ3366
 DQ3366                          SUPERSEDED SURVEY CONTROL
 DQ3366
 DQ3366.No superseded survey control is available for this station.
 DQ3366
 DQ3366_MARKER: DD = SURVEY DISK
 DQ3366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3366_STAMPING: 19393 2011
 DQ3366_MARK LOGO: SWFWMD
 DQ3366_PROJECTION: FLUSH
 DQ3366_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3366+STABILITY: SURFACE MOTION
 DQ3366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3366+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2016
 DQ3366
 DQ3366  HISTORY     - Date     Condition        Report By
 DQ3366  HISTORY     - 2011     MONUMENTED       SWFWMD
 DQ3366  HISTORY     - 20160531 GOOD             FLDEP
 DQ3366
 DQ3366                          STATION DESCRIPTION
 DQ3366
 DQ3366'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3366'THE MARK IS ABOUT 9.0 MI (14.5 KM) WEST-SOUTHWEST OF SOCRUM, 8.4 MI
 DQ3366'(13.5 KM) NORTH-NORTHWEST OF PLANT CITY, 7.0 MI (11.3 KM) SOUTH OF
 DQ3366'ZEPHYRHILLS, IN SECTION 13, TOWNSHIP 27 SOUTH, RANGE 21 EAST.
 DQ3366'
 DQ3366'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3366'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3366'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3366'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3366'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.65 MI (5.87 KM) TO THE
 DQ3366'JUNCTION OF PATRINOSTRO ROAD ON THE LEFT.  TURN LEFT ON PATRINOSTRO
 DQ3366'ROAD AND GO WEST FOR 0.3 MI (0.5 KM) TO A METAL CATTLE GATE ON THE
 DQ3366'LEFT.  TURN LEFT ENTERING THROUGH THE METAL GATE AND GO WESTERLY ON
 DQ3366'THE GRASS COVERED TRAIL FOR 0.2 MI (0.3 KM) TO A METAL CATTLE GATE
 DQ3366'ENTERING A TWO RUT HIKING TRAIL AREA, ENTERING THROUGH THE GATE.  TURN
 DQ3366'LEFT ON THE TWO RUT HIKING TRAIL AND GO WEST FOR 0.05 MI (0.08 KM) TO
 DQ3366'THE JUNCTION OF A TWO RUT HIKING TRAIL ON THE RIGHT.  TURN RIGHT ON
 DQ3366'THE TWO RUT HIKING TRAIL AND GO NORTHERLY FOR 0.45 MI (0.72 KM) TO THE
 DQ3366'JUNCTION OF A TWO RUT HIKING TRAIL ON THE LEFT.  TURN LEFT ON THE TWO
 DQ3366'RUT HIKING TRAIL AND GO WEST FOR 0.2 MI (0.3 KM) TO WELL SITE NUMBER
 DQ3366'19394 ON THE LEFT AND HIKING TRAIL LEADING SOUTHWEST ON THE LEFT, VEER
 DQ3366'LEFT ON THE HIKING TRAIL AND GO SOUTHWEST ABOUT 120.0 FT (36.6 M) TO
 DQ3366'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A
 DQ3366'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DQ3366'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, FLUSH WITH THE GROUND AND LEVEL
 DQ3366'WITH THE TWO RUT HIKING TRAIL DIM TRAIL.
 DQ3366'
 DQ3366'LOCATED 121.5 FT (37.0 M) SOUTHWEST OF THE APPROXIMATE INTERSECTING
 DQ3366'POINT OF TWO DIM TRAILS, 100.3 FT (30.6 M) SOUTHWEST OF WELL SITE
 DQ3366'NUMBER 19394, 97.3 FT (29.7 M) SOUTHWEST OF SURVEY MARK NUMBER 19394
 DQ3366'AND 0.7 FT (21 CM) NORTHEAST OF A CARSONITE WITNESS POST.
 DQ3366'
 DQ3366'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3366'MANAGEMENT AT 352-796-7211.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3365 ***********************************************************************
 DQ3365  DESIGNATION -  19394
 DQ3365  PID         -  DQ3365
 DQ3365  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3365  COUNTRY     -  US
 DQ3365  USGS QUAD   -  ZEPHYRHILLS (2018)
 DQ3365
 DQ3365                         *CURRENT SURVEY CONTROL
 DQ3365  ______________________________________________________________________
 DQ3365* NAD 83(1986) POSITION- 28 08 00.7    (N) 082 09 39.9    (W)   HD_HELD2
 DQ3365* NAVD 88 ORTHO HEIGHT -    24.073 (meters)       78.98  (feet) ADJUSTED
 DQ3365  ______________________________________________________________________
 DQ3365  GEOID HEIGHT    -        -25.949 (meters)                     GEOID18
 DQ3365  DYNAMIC HEIGHT  -         24.038 (meters)       78.86  (feet) COMP
 DQ3365  MODELED GRAVITY -    979,174.5   (mgal)                       NAVD 88
 DQ3365
 DQ3365  VERT ORDER      -  FIRST     CLASS II
 DQ3365
 DQ3365.The horizontal coordinates were established by autonomous hand held GPS
 DQ3365.observations and have an estimated accuracy of +/- 10 meters.
 DQ3365
 DQ3365.The orthometric height was determined by differential leveling and
 DQ3365.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3365.in October 2016.
 DQ3365
 DQ3365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3365.GEOID18 height accuracy estimate available here.
 DQ3365
 DQ3365.Click photographs - Photos may exist for this station.
 DQ3365
 DQ3365.The dynamic height is computed by dividing the NAVD 88
 DQ3365.geopotential number by the normal gravity value computed on the
 DQ3365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3365.degrees latitude (g = 980.6199 gals.).
 DQ3365
 DQ3365.The modeled gravity was interpolated from observed gravity values.
 DQ3365
 DQ3365;                    North         East    Units  Estimated Accuracy
 DQ3365;SPC FL W     -   421,016.      184,176.      MT  (+/- 10 meters HH2 GPS)
 DQ3365
 DQ3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8597612538(NAD 83)
 DQ3365
 DQ3365                          SUPERSEDED SURVEY CONTROL
 DQ3365
 DQ3365.No superseded survey control is available for this station.
 DQ3365
 DQ3365_MARKER: DD = SURVEY DISK
 DQ3365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3365_STAMPING: 19394 2011
 DQ3365_MARK LOGO: SWFWMD
 DQ3365_PROJECTION: FLUSH
 DQ3365_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3365+STABILITY: SURFACE MOTION
 DQ3365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3365+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2016
 DQ3365
 DQ3365  HISTORY     - Date     Condition        Report By
 DQ3365  HISTORY     - 2011     MONUMENTED       SWFWMD
 DQ3365  HISTORY     - 20160531 GOOD             FLDEP
 DQ3365
 DQ3365                          STATION DESCRIPTION
 DQ3365
 DQ3365'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3365'THE MARK IS ABOUT 9.0 MI (14.5 KM) WEST-SOUTHWEST OF SOCRUM, 8.5 MI
 DQ3365'(13.7 KM) NORTH-NORTHWEST OF PLANT CITY, 7.0 MI (11.3 KM) SOUTH OF
 DQ3365'ZEPHYRHILLS, IN SECTION 13, TOWNSHIP 27 SOUTH, RANGE 21 EAST.
 DQ3365'
 DQ3365'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3365'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3365'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3365'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3365'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.65 MI (5.87 KM) TO THE
 DQ3365'JUNCTION OF PATRINOSTRO ROAD ON THE LEFT.  TURN LEFT ON PATRINOSTRO
 DQ3365'ROAD AND GO WEST FOR 0.3 MI (0.5 KM) TO A METAL CATTLE GATE ON THE
 DQ3365'LEFT.  TURN LEFT ENTERING THROUGH THE METAL GATE AND GO WESTERLY ON
 DQ3365'THE GRASS COVERED TRAIL FOR 0.2 MI (0.3 KM) TO A METAL CATTLE GATE
 DQ3365'ENTERING A TWO RUT HIKING TRAIL AREA, ENTERING THROUGH THE GATE.  TURN
 DQ3365'LEFT ON THE TWO RUT HIKING TRAIL AND GO WEST FOR 0.05 MI (0.08 KM) TO
 DQ3365'THE JUNCTION OF A TWO RUT HIKING TRAIL ON THE RIGHT.  TURN RIGHT ON
 DQ3365'THE TWO RUT HIKING TRAIL AND GO NORTHERLY FOR 0.45 MI (0.72 KM) TO THE
 DQ3365'JUNCTION OF A TWO RUT HIKING TRAIL ON THE LEFT.  TURN LEFT ON THE TWO
 DQ3365'RUT HIKING TRAIL AND GO WEST FOR 0.2 MI (0.3 KM) TO WELL SITE NUMBER
 DQ3365'19394 ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN
 DQ3365'INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30
 DQ3365'CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, FLUSH WITH THE
 DQ3365'GROUND AND LEVEL WITH THE TWO RUT HIKING TRAIL DIM TRAIL.
 DQ3365'
 DQ3365'LOCATED 97.3 FT (29.7 M) NORTH-NORTHEAST OF SURVEY MARK NUMBER 19393,
 DQ3365'32.0 FT (9.8 M) SOUTH-SOUTHEAST OF THE APPROXIMATE INTERSECTING POINT
 DQ3365'OF TWO DIM RUT TRAILS, 3.0 FT (0.9 M) SOUTHWEST OF WELL SITE NUMBER
 DQ3365'19394 AND 1.2 FT (0.4 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DQ3365'
 DQ3365'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3365'MANAGEMENT AT 352-796-7211.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3371 ***********************************************************************
 DQ3371  DESIGNATION -  19395
 DQ3371  PID         -  DQ3371
 DQ3371  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3371  COUNTRY     -  US
 DQ3371  USGS QUAD   -  ZEPHYRHILLS (2018)
 DQ3371
 DQ3371                         *CURRENT SURVEY CONTROL
 DQ3371  ______________________________________________________________________
 DQ3371* NAD 83(1986) POSITION- 28 08 24.7    (N) 082 10 13.0    (W)   HD_HELD2
 DQ3371* NAVD 88 ORTHO HEIGHT -    21.177 (meters)       69.48  (feet) ADJUSTED
 DQ3371  ______________________________________________________________________
 DQ3371  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 DQ3371  DYNAMIC HEIGHT  -         21.145 (meters)       69.37  (feet) COMP
 DQ3371  MODELED GRAVITY -    979,176.0   (mgal)                       NAVD 88
 DQ3371
 DQ3371  VERT ORDER      -  FIRST     CLASS II
 DQ3371
 DQ3371.The horizontal coordinates were established by autonomous hand held GPS
 DQ3371.observations and have an estimated accuracy of +/- 10 meters.
 DQ3371
 DQ3371.The orthometric height was determined by differential leveling and
 DQ3371.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3371.in October 2016.
 DQ3371
 DQ3371.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3371.GEOID18 height accuracy estimate available here.
 DQ3371
 DQ3371.Click photographs - Photos may exist for this station.
 DQ3371
 DQ3371.The dynamic height is computed by dividing the NAVD 88
 DQ3371.geopotential number by the normal gravity value computed on the
 DQ3371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3371.degrees latitude (g = 980.6199 gals.).
 DQ3371
 DQ3371.The modeled gravity was interpolated from observed gravity values.
 DQ3371
 DQ3371;                    North         East    Units  Estimated Accuracy
 DQ3371;SPC FL W     -   421,756.      183,274.      MT  (+/- 10 meters HH2 GPS)
 DQ3371
 DQ3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8508013286(NAD 83)
 DQ3371
 DQ3371                          SUPERSEDED SURVEY CONTROL
 DQ3371
 DQ3371.No superseded survey control is available for this station.
 DQ3371
 DQ3371_MARKER: DD = SURVEY DISK
 DQ3371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3371_STAMPING: 19395 2011
 DQ3371_MARK LOGO: SWFWMD
 DQ3371_PROJECTION: FLUSH
 DQ3371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3371+STABILITY: SURFACE MOTION
 DQ3371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3371+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 DQ3371
 DQ3371  HISTORY     - Date     Condition        Report By
 DQ3371  HISTORY     - 2011     MONUMENTED       SWFWMD
 DQ3371  HISTORY     - 20160601 SEE DESCRIPTION  FLDEP
 DQ3371
 DQ3371                          STATION DESCRIPTION
 DQ3371
 DQ3371'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3371'THE MARK IS ABOUT 9.4 MI (15.1 KM) WEST-SOUTHWEST OF SOCRUM, 9.1 MI
 DQ3371'(14.6 KM) NORTH-NORTHWEST OF PLANT CITY, 6.4 MI (10.3 KM) SOUTH OF
 DQ3371'ZEPHYRHILLS, IN SECTION 13, TOWNSHIP 27 SOUTH, RANGE 21 EAST.
 DQ3371'
 DQ3371'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3371'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3371'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3371'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3371'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.65 MI (5.87 KM) TO THE
 DQ3371'JUNCTION OF PATRINOSTRO ROAD ON THE LEFT.  TURN LEFT ON PATRINOSTRO
 DQ3371'ROAD AND GO WEST FOR 0.3 MI (0.5 KM) TO A METAL CATTLE GATE ON THE
 DQ3371'LEFT.  TURN LEFT ENTERING THROUGH THE METAL GATE AND GO WESTERLY ON
 DQ3371'THE GRASS COVERED TRAIL FOR 0.2 MI (0.3 KM) TO A METAL CATTLE GATE
 DQ3371'ENTERING A TWO RUT HIKING TRAIL AREA, ENTERING THROUGH THE GATE.  TURN
 DQ3371'LEFT ON THE TWO RUT HIKING TRAIL AND GO WEST FOR 0.05 MI (0.08 KM) TO
 DQ3371'THE JUNCTION OF A TWO RUT HIKING TRAIL ON THE RIGHT.  TURN RIGHT ON
 DQ3371'THE TWO RUT HIKING TRAIL AND GO NORTHERLY FOR 0.45 MI (0.72 KM) TO THE
 DQ3371'JUNCTION OF A TWO RUT HIKING TRAIL ON THE LEFT.  TURN LEFT ON THE TWO
 DQ3371'RUT HIKING TRAIL AND GO WEST FOR 0.2 MI (0.3 KM) TO WELL SITE NUMBER
 DQ3371'19394 ON THE LEFT.  CONTINUE NORTHWESTERLY ON THE TWO RUT HIKING TRAIL
 DQ3371'FOR 0.45 MI (0.72 KM) TO A FORK IN THE TRAIL INTERSECTING TWO HIKING
 DQ3371'TRAILS, SURVEY MARK F 782 ON THE RIGHT, VEER RIGHT AT THE FORK AND GO
 DQ3371'NORTHWEST ON THE TWO RUT HIKING TRAIL FOR 0.4 MI (0.6 KM) TO WELL SITE
 DQ3371'NUMBER 19395 ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DQ3371'DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A
 DQ3371'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DQ3371'FLUSH WITH THE GROUND AND LEVEL WITH THE TWO RUT HIKING TRAIL DIM
 DQ3371'TRAIL.
 DQ3371'
 DQ3371'LOCATED 59.6 FT (18.2 M) SOUTHWEST OF SURVEY MARK 19396, 41.8 FT (12.7
 DQ3371'M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF TWO TRAIL
 DQ3371'CROSSINGS, 24.3 FT (7.4 M) WEST OF A 3.0 FT (0.9 M) DIAMETER PINE
 DQ3371'TREE, 4.5 FT (1.4 M) NORTH-NORTHWEST OF WELL SITE NUMBER 19395 AND 1.0
 DQ3371'FT (0.3 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DQ3371'
 DQ3371'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3371'MANAGEMENT AT 352-796-7211.
 DQ3371'
 DQ3371'NOTE BROKEN CONCRETE OBSERVED DURING RECONNAISSANCE, DISK INTACT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3370 ***********************************************************************
 DQ3370  DESIGNATION -  19396
 DQ3370  PID         -  DQ3370
 DQ3370  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3370  COUNTRY     -  US
 DQ3370  USGS QUAD   -  ZEPHYRHILLS (2018)
 DQ3370
 DQ3370                         *CURRENT SURVEY CONTROL
 DQ3370  ______________________________________________________________________
 DQ3370* NAD 83(1986) POSITION- 28 08 25.1    (N) 082 10 12.3    (W)   HD_HELD2
 DQ3370* NAVD 88 ORTHO HEIGHT -    21.054 (meters)       69.07  (feet) ADJUSTED
 DQ3370  ______________________________________________________________________
 DQ3370  GEOID HEIGHT    -        -25.946 (meters)                     GEOID18
 DQ3370  DYNAMIC HEIGHT  -         21.023 (meters)       68.97  (feet) COMP
 DQ3370  MODELED GRAVITY -    979,175.9   (mgal)                       NAVD 88
 DQ3370
 DQ3370  VERT ORDER      -  FIRST     CLASS II
 DQ3370
 DQ3370.The horizontal coordinates were established by autonomous hand held GPS
 DQ3370.observations and have an estimated accuracy of +/- 10 meters.
 DQ3370
 DQ3370.The orthometric height was determined by differential leveling and
 DQ3370.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3370.in October 2016.
 DQ3370
 DQ3370.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3370.GEOID18 height accuracy estimate available here.
 DQ3370
 DQ3370.Click photographs - Photos may exist for this station.
 DQ3370
 DQ3370.The dynamic height is computed by dividing the NAVD 88
 DQ3370.geopotential number by the normal gravity value computed on the
 DQ3370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3370.degrees latitude (g = 980.6199 gals.).
 DQ3370
 DQ3370.The modeled gravity was interpolated from observed gravity values.
 DQ3370
 DQ3370;                    North         East    Units  Estimated Accuracy
 DQ3370;SPC FL W     -   421,769.      183,293.      MT  (+/- 10 meters HH2 GPS)
 DQ3370
 DQ3370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8509913298(NAD 83)
 DQ3370
 DQ3370                          SUPERSEDED SURVEY CONTROL
 DQ3370
 DQ3370.No superseded survey control is available for this station.
 DQ3370
 DQ3370_MARKER: DD = SURVEY DISK
 DQ3370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3370_STAMPING: 19396 2011
 DQ3370_MARK LOGO: SWFWMD
 DQ3370_PROJECTION: FLUSH
 DQ3370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3370+STABILITY: SURFACE MOTION
 DQ3370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3370+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2016
 DQ3370
 DQ3370  HISTORY     - Date     Condition        Report By
 DQ3370  HISTORY     - 2011     MONUMENTED       SWFWMD
 DQ3370  HISTORY     - 20160601 GOOD             FLDEP
 DQ3370
 DQ3370                          STATION DESCRIPTION
 DQ3370
 DQ3370'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3370'THE MARK IS ABOUT 9.4 MI (15.1 KM) WEST-SOUTHWEST OF SOCRUM, 9.1 MI
 DQ3370'(14.6 KM) NORTH-NORTHWEST OF PLANT CITY, 6.4 MI (10.3 KM) SOUTH OF
 DQ3370'ZEPHYRHILLS, IN SECTION 13, TOWNSHIP 27 SOUTH, RANGE 21 EAST.
 DQ3370'
 DQ3370'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3370'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3370'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3370'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3370'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.65 MI (5.87 KM) TO THE
 DQ3370'JUNCTION OF PATRINOSTRO ROAD ON THE LEFT.  TURN LEFT ON PATRINOSTRO
 DQ3370'ROAD AND GO WEST FOR 0.3 MI (0.5 KM) TO A METAL CATTLE GATE ON THE
 DQ3370'LEFT.  TURN LEFT ENTERING THROUGH THE METAL GATE AND GO WESTERLY ON
 DQ3370'THE GRASS COVERED TRAIL FOR 0.2 MI (0.3 KM) TO A METAL CATTLE GATE
 DQ3370'ENTERING A TWO RUT HIKING TRAIL AREA, ENTERING THROUGH THE GATE.  TURN
 DQ3370'LEFT ON THE TWO RUT HIKING TRAIL AND GO WEST FOR 0.05 MI (0.08 KM) TO
 DQ3370'THE JUNCTION OF A TWO RUT HIKING TRAIL ON THE RIGHT.  TURN RIGHT ON
 DQ3370'THE TWO RUT HIKING TRAIL AND GO NORTHERLY FOR 0.45 MI (0.72 KM) TO THE
 DQ3370'JUNCTION OF A TWO RUT HIKING TRAIL ON THE LEFT.  TURN LEFT ON THE TWO
 DQ3370'RUT HIKING TRAIL AND GO WEST FOR 0.2 MI (0.3 KM) TO WELL SITE NUMBER
 DQ3370'19394 ON THE LEFT.  CONTINUE NORTHWESTERLY ON THE TWO RUT HIKING TRAIL
 DQ3370'FOR 0.45 MI (0.72 KM) TO A FORK IN THE TRAIL INTERSECTING TWO HIKING
 DQ3370'TRAILS, SURVEY MARK F 782 ON THE RIGHT, VEER RIGHT AT THE FORK AND GO
 DQ3370'NORTHWEST ON THE TWO RUT HIKING TRAIL FOR 0.4 MI (0.6 KM) TO WELL SITE
 DQ3370'NUMBER 19395 ON THE LEFT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DQ3370'DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A
 DQ3370'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DQ3370'FLUSH WITH THE GROUND AND LEVEL WITH THE TWO RUT HIKING TRAIL DIM
 DQ3370'TRAIL.
 DQ3370'
 DQ3370'LOCATED 60.8 FT (18.5 M) NORTH-NORTHEAST OF WELL SITE NUMBER 19395,
 DQ3370'59.6 FT (18.2 M) NORTHEAST OF SURVEY MARK 19395, 21.5 NORTH-NORTHEAST
 DQ3370'OF THE APPROXIMATE CENTERLINE OF TWO TRAIL CROSSINGS, 3.0 FT (0.9 M)
 DQ3370'SOUTH-SOUTHWEST OF A 6-INCH (15 CM) IN DIAMETER PINE TREE AND 1.0 FT
 DQ3370'(0.3 M) WEST OF A CARSONITE WITNESS POST.
 DQ3370'
 DQ3370'NOTE GATE ACCESS CAN BE MADE BY CONTACTING THE SOUTHWEST FLORIDA WATER
 DQ3370'MANAGEMENT AT 352-796-7211.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3363 ***********************************************************************
 DQ3363  DESIGNATION -  19399
 DQ3363  PID         -  DQ3363
 DQ3363  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3363  COUNTRY     -  US
 DQ3363  USGS QUAD   -  ZEPHYRHILLS (2018)
 DQ3363
 DQ3363                         *CURRENT SURVEY CONTROL
 DQ3363  ______________________________________________________________________
 DQ3363* NAD 83(1986) POSITION- 28 08 50.1    (N) 082 09 25.8    (W)   HD_HELD2
 DQ3363* NAVD 88 ORTHO HEIGHT -    22.471 (meters)       73.72  (feet) ADJUSTED
 DQ3363  ______________________________________________________________________
 DQ3363  GEOID HEIGHT    -        -26.004 (meters)                     GEOID18
 DQ3363  DYNAMIC HEIGHT  -         22.438 (meters)       73.62  (feet) COMP
 DQ3363  MODELED GRAVITY -    979,172.4   (mgal)                       NAVD 88
 DQ3363
 DQ3363  VERT ORDER      -  FIRST     CLASS II
 DQ3363
 DQ3363.The horizontal coordinates were established by autonomous hand held GPS
 DQ3363.observations and have an estimated accuracy of +/- 10 meters.
 DQ3363
 DQ3363.The orthometric height was determined by differential leveling and
 DQ3363.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3363.in October 2016.
 DQ3363
 DQ3363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3363.GEOID18 height accuracy estimate available here.
 DQ3363
 DQ3363.Click photographs - Photos may exist for this station.
 DQ3363
 DQ3363.The dynamic height is computed by dividing the NAVD 88
 DQ3363.geopotential number by the normal gravity value computed on the
 DQ3363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3363.degrees latitude (g = 980.6199 gals.).
 DQ3363
 DQ3363.The modeled gravity was interpolated from observed gravity values.
 DQ3363
 DQ3363;                    North         East    Units  Estimated Accuracy
 DQ3363;SPC FL W     -   422,536.      184,563.      MT  (+/- 10 meters HH2 GPS)
 DQ3363
 DQ3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8637514055(NAD 83)
 DQ3363
 DQ3363                          SUPERSEDED SURVEY CONTROL
 DQ3363
 DQ3363.No superseded survey control is available for this station.
 DQ3363
 DQ3363_MARKER: DD = SURVEY DISK
 DQ3363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3363_STAMPING: 19399 2011
 DQ3363_MARK LOGO: SWFWMD
 DQ3363_PROJECTION: FLUSH
 DQ3363_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3363+STABILITY: SURFACE MOTION
 DQ3363_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3363+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2016
 DQ3363
 DQ3363  HISTORY     - Date     Condition        Report By
 DQ3363  HISTORY     - 2011     MONUMENTED       SWFWMD
 DQ3363  HISTORY     - 20160603 GOOD             FLDEP
 DQ3363
 DQ3363                          STATION DESCRIPTION
 DQ3363
 DQ3363'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3363'THE MARK IS ABOUT 7.0 MI (11.3 KM) EAST-SOUTHEAST OF ODESSA, 6.8 MI
 DQ3363'(10.9 KM) NORTHEAST OF CITRUS PARK, 1.8 MI (2.9 KM) WEST OF LUTZ, IN
 DQ3363'SECTION 12, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3363'
 DQ3363'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3363'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3363'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3363'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3363'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 4.9 MI (7.9 KM) TO THE JUNCTION
 DQ3363'OF ADDRESS 9581 U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) ON THE LEFT.
 DQ3363'TURN LEFT ENTERING THROUGH A METAL CATTLE GATE AND GO WEST ON THE DIM
 DQ3363'TRAIL FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A DIM TRAIL LEADING SOUTH
 DQ3363'ON THE LEFT.  CONTINUE WEST ON THE DIM TRAIL FOR 0.2 MI (0.3 KM) TO A
 DQ3363'FORK IN THE DIM TRAIL, VEER LEFT ON THE DIM TRAIL AND GO SOUTHWEST FOR
 DQ3363'0.05 MI (0.08 KM) TO WELL SITE NUMBER 19399 ON THE RIGHT AND THE MARK
 DQ3363'ON THE RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY
 DQ3363'DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DQ3363'ABOUT 1.5 FT (0.5 M) DEEP, FLUSH WITH THE GROUND AND LEVEL WITH THE
 DQ3363'DIM TRAIL.
 DQ3363'
 DQ3363'LOCATED 38.0 FT (11.6 M) NORTHEAST OF SURVEY MARK 193400, 12.2 FT (3.7
 DQ3363'M) WEST OF THE APPROXIMATE CENTERLINE OF THE DIM TRAIL, 2.3 FT (0.7 M)
 DQ3363'SOUTHEAST OF WELL SITE NUMBER 19399 AND 0.8 FT (24 CM) NORTH OF A
 DQ3363'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0099 ***********************************************************************
 AG0099  DESIGNATION -  194
 AG0099  PID         -  AG0099
 AG0099  STATE/COUNTY-  FL/PINELLAS
 AG0099  COUNTRY     -  US
 AG0099  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0099
 AG0099                         *CURRENT SURVEY CONTROL
 AG0099  ______________________________________________________________________
 AG0099* NAD 83(1986) POSITION- 27 42 37.     (N) 082 43 23.     (W)   SCALED
 AG0099* NAVD 88 ORTHO HEIGHT -     4.566 (meters)       14.98  (feet) ADJUSTED
 AG0099  ______________________________________________________________________
 AG0099  GEOID HEIGHT    -        -24.367 (meters)                     GEOID18
 AG0099  DYNAMIC HEIGHT  -          4.559 (meters)       14.96  (feet) COMP
 AG0099  MODELED GRAVITY -    979,170.1   (mgal)                       NAVD 88
 AG0099
 AG0099  VERT ORDER      -  SECOND    CLASS II
 AG0099
 AG0099.The horizontal coordinates were scaled from a map and have
 AG0099.an estimated accuracy of +/- 6 seconds.
 AG0099
 AG0099.The orthometric height was determined by differential leveling and
 AG0099.adjusted by the NATIONAL GEODETIC SURVEY
 AG0099.in June 1991.
 AG0099
 AG0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0099.GEOID18 height accuracy estimate available here.
 AG0099
 AG0099.Click photographs - Photos may exist for this station.
 AG0099
 AG0099.The dynamic height is computed by dividing the NAVD 88
 AG0099.geopotential number by the normal gravity value computed on the
 AG0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0099.degrees latitude (g = 980.6199 gals.).
 AG0099
 AG0099.The modeled gravity was interpolated from observed gravity values.
 AG0099
 AG0099;                    North         East    Units  Estimated Accuracy
 AG0099;SPC FL W     -   374,310.      128,690.      MT  (+/- 180 meters Scaled)
 AG0099
 AG0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL301662(NAD 83)
 AG0099
 AG0099                          SUPERSEDED SURVEY CONTROL
 AG0099
 AG0099  NGVD 29 (??/??/92)    4.853  (m)           15.92   (f) ADJ UNCH    2 2
 AG0099
 AG0099.Superseded values are not recommended for survey control.
 AG0099
 AG0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0099.See file dsdata.pdf to determine how the superseded data were derived.
 AG0099
 AG0099_MARKER: DD = SURVEY DISK
 AG0099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0099_SP_SET: BRIDGE CURB
 AG0099_STAMPING: 194
 AG0099_MARK LOGO: FLHD
 AG0099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0099
 AG0099  HISTORY     - Date     Condition        Report By
 AG0099  HISTORY     - UNK      MONUMENTED       FLHD
 AG0099  HISTORY     - 1975     GOOD             FLDT
 AG0099  HISTORY     - 20000130 GOOD             USPSQD
 AG0099
 AG0099                          STATION DESCRIPTION
 AG0099
 AG0099'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0099'AT ST PETERSBURG.
 AG0099'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET) AND
 AG0099'54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN WESTERLY ON PINELLAS BAYWAY
 AG0099'FOR 2.85 MILE TO A BASCULE BRIDGE.  STATION ON LEFT, 23.9 FT. WEST
 AG0099'OF THE EAST ABUTMENT OF BRIDGE, 14.0 FT. SOUTH OF THE CENTERLINE
 AG0099'OF THE BRIDGE.  SET IN TOP OF THE CONCRETE CURB.  SECTION 8, T 32S,
 AG0099'R 16E
 AG0099
 AG0099                          STATION RECOVERY (2000)
 AG0099
 AG0099'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3364 ***********************************************************************
 DQ3364  DESIGNATION -  19400
 DQ3364  PID         -  DQ3364
 DQ3364  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3364  COUNTRY     -  US
 DQ3364  USGS QUAD   -  ZEPHYRHILLS (2018)
 DQ3364
 DQ3364                         *CURRENT SURVEY CONTROL
 DQ3364  ______________________________________________________________________
 DQ3364* NAD 83(1986) POSITION- 28 08 49.9    (N) 082 09 26.2    (W)   HD_HELD2
 DQ3364* NAVD 88 ORTHO HEIGHT -    22.399 (meters)       73.49  (feet) ADJUSTED
 DQ3364  ______________________________________________________________________
 DQ3364  GEOID HEIGHT    -        -26.004 (meters)                     GEOID18
 DQ3364  DYNAMIC HEIGHT  -         22.366 (meters)       73.38  (feet) COMP
 DQ3364  MODELED GRAVITY -    979,172.4   (mgal)                       NAVD 88
 DQ3364
 DQ3364  VERT ORDER      -  FIRST     CLASS II
 DQ3364
 DQ3364.The horizontal coordinates were established by autonomous hand held GPS
 DQ3364.observations and have an estimated accuracy of +/- 10 meters.
 DQ3364
 DQ3364.The orthometric height was determined by differential leveling and
 DQ3364.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3364.in October 2016.
 DQ3364
 DQ3364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3364.GEOID18 height accuracy estimate available here.
 DQ3364
 DQ3364.Click photographs - Photos may exist for this station.
 DQ3364
 DQ3364.The dynamic height is computed by dividing the NAVD 88
 DQ3364.geopotential number by the normal gravity value computed on the
 DQ3364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3364.degrees latitude (g = 980.6199 gals.).
 DQ3364
 DQ3364.The modeled gravity was interpolated from observed gravity values.
 DQ3364
 DQ3364;                    North         East    Units  Estimated Accuracy
 DQ3364;SPC FL W     -   422,530.      184,552.      MT  (+/- 10 meters HH2 GPS)
 DQ3364
 DQ3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8636414049(NAD 83)
 DQ3364
 DQ3364                          SUPERSEDED SURVEY CONTROL
 DQ3364
 DQ3364.No superseded survey control is available for this station.
 DQ3364
 DQ3364_MARKER: DD = SURVEY DISK
 DQ3364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3364_STAMPING: 19400 2011
 DQ3364_MARK LOGO: SWFWMD
 DQ3364_PROJECTION: FLUSH
 DQ3364_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3364+STABILITY: SURFACE MOTION
 DQ3364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3364+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2016
 DQ3364
 DQ3364  HISTORY     - Date     Condition        Report By
 DQ3364  HISTORY     - 2011     MONUMENTED       SWFWMD
 DQ3364  HISTORY     - 20160603 GOOD             FLDEP
 DQ3364
 DQ3364                          STATION DESCRIPTION
 DQ3364
 DQ3364'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3364'THE MARK IS ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHWEST OF BRANCHBOROUGH,
 DQ3364'8.5 MI (13.7 KM) WEST OF SOCRUM, 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF
 DQ3364'ZEPHYRHILLS, IN SECTION 12, TOWNSHIP 27 SOUTH, RANGE 21 EAST.
 DQ3364'
 DQ3364'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3364'OVERPASS AND U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) IN PLANT CITY, GO
 DQ3364'NORTH ON U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM)
 DQ3364'TO THE INTERSECTION OF KNIGHTS GRIFFIN ROAD.  CONTINUE NORTH ON U.S.
 DQ3364'HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) FOR 4.9 MI (7.9 KM) TO THE JUNCTION
 DQ3364'OF ADDRESS 9581 U.S. HIGHWAY 39 (PAUL BUCHMAN HIGHWAY) ON THE LEFT.
 DQ3364'TURN LEFT ENTERING THROUGH A CATTLE GATE AND GO WEST ON THE DIM TRAIL
 DQ3364'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A DIM TRAIL LEADING SOUTH ON
 DQ3364'THE LEFT.  CONTINUE WEST ON THE DIM TRAIL FOR 0.2 MI (0.3 KM) TO A
 DQ3364'FORK IN THE DIM TRAIL, VEER LEFT AT THE FORK IN THE DIM TRAIL AND GO
 DQ3364'SOUTHWEST FOR 0.05 MI (0.08 KM) TO WELL SITE NUMBER 19399 ON THE RIGHT
 DQ3364'AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH
 DQ3364'A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DQ3364'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, FLUSH WITH THE GROUND AND LEVEL
 DQ3364'WITH THE DIM TRAIL.
 DQ3364'
 DQ3364'LOCATED 38.0 FT (11.6 M) SOUTHWEST OF SURVEY MARK NUMBER 19399, 36.3
 DQ3364'FT (11.1 M) SOUTHWEST OF WELL SITE NUMBER 19399, 16.0 FT (4.9 M) SOUTH
 DQ3364'OF THE APPROXIMATE CENTERLINE OF THE DIM TRAIL AND 1.3 FT (0.4 M)
 DQ3364'NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3320 ***********************************************************************
 DQ3320  DESIGNATION -  19403
 DQ3320  PID         -  DQ3320
 DQ3320  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3320  COUNTRY     -  US
 DQ3320  USGS QUAD   -  ZEPHYRHILLS (2018)
 DQ3320
 DQ3320                         *CURRENT SURVEY CONTROL
 DQ3320  ______________________________________________________________________
 DQ3320* NAD 83(1986) POSITION- 28 08 47.1    (N) 082 13 51.8    (W)   HD_HELD2
 DQ3320* NAVD 88 ORTHO HEIGHT -    13.494 (meters)       44.27  (feet) ADJUSTED
 DQ3320  ______________________________________________________________________
 DQ3320  GEOID HEIGHT    -        -25.804 (meters)                     GEOID18
 DQ3320  DYNAMIC HEIGHT  -         13.475 (meters)       44.21  (feet) COMP
 DQ3320  MODELED GRAVITY -    979,189.3   (mgal)                       NAVD 88
 DQ3320
 DQ3320  VERT ORDER      -  FIRST     CLASS II
 DQ3320
 DQ3320.The horizontal coordinates were established by autonomous hand held GPS
 DQ3320.observations and have an estimated accuracy of +/- 10 meters.
 DQ3320
 DQ3320.The orthometric height was determined by differential leveling and
 DQ3320.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3320.in October 2016.
 DQ3320
 DQ3320.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3320.GEOID18 height accuracy estimate available here.
 DQ3320
 DQ3320.Click photographs - Photos may exist for this station.
 DQ3320
 DQ3320.The dynamic height is computed by dividing the NAVD 88
 DQ3320.geopotential number by the normal gravity value computed on the
 DQ3320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3320.degrees latitude (g = 980.6199 gals.).
 DQ3320
 DQ3320.The modeled gravity was interpolated from observed gravity values.
 DQ3320
 DQ3320;                    North         East    Units  Estimated Accuracy
 DQ3320;SPC FL W     -   422,456.      177,305.      MT  (+/- 10 meters HH2 GPS)
 DQ3320
 DQ3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7911814034(NAD 83)
 DQ3320
 DQ3320                          SUPERSEDED SURVEY CONTROL
 DQ3320
 DQ3320.No superseded survey control is available for this station.
 DQ3320
 DQ3320_MARKER: DD = SURVEY DISK
 DQ3320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3320_STAMPING: 19403 2012 LB 6773
 DQ3320_MARK LOGO: SWFWMD
 DQ3320_PROJECTION: FLUSH
 DQ3320_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3320+STABILITY: SURFACE MOTION
 DQ3320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3320+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2016
 DQ3320
 DQ3320  HISTORY     - Date     Condition        Report By
 DQ3320  HISTORY     - 2012     MONUMENTED       SWFWMD
 DQ3320  HISTORY     - 20160518 GOOD             FLDEP
 DQ3320
 DQ3320                          STATION DESCRIPTION
 DQ3320
 DQ3320'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3320'THE MARK IS ABOUT 10.5 MI (16.9 KM) NORTH OF DOVER, 7.3 MI (11.7 KM)
 DQ3320'NORTHEAST OF THONOTOSASSA, 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF
 DQ3320'ZEPHYRHILLS, IN SECTION 8, TOWNSHIP 27 SOUTH, RANGE 21 EAST.
 DQ3320'
 DQ3320'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND EAST
 DQ3320'FOWLER AVENUE (COUNTY ROAD 583) IN TEMPLE TERRACE, GO EAST ON EAST
 DQ3320'FOWLER AVENUE (COUNTY ROAD 583) FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF
 DQ3320'U.S. HIGHWAY 301.  TURN LEFT ON U.S. HIGHWAY 301 AND GO NORTHEAST FOR
 DQ3320'9.2 MI (14.8 KM) TO THE ENTRANCE OF THE HILLSBOROUGH RIVER STATE PARK
 DQ3320'ON THE LEFT.  TURN LEFT ON THE PARK ENTRANCE ROAD AND GO NORTH FOR 0.3
 DQ3320'MI (0.5 KM) TO THE MAIN ONE WAY LOOP ROAD.  TURN RIGHT ON THE ONE WAY
 DQ3320'ROAD AND GO NORTHWESTERLY FOR 0.8 MI (1.3 KM) TO THE DIM ROAD LEADING
 DQ3320'TO THE YOUTH CAMP AREA ON THE LEFT.  TURN LEFT ON THE DIM ROAD LEADING
 DQ3320'TO THE YOUTH CAMP AREA AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE
 DQ3320'INTERSECTION OF A POWER LINE TRAIL.  TURN RIGHT ON THE POWER LINE
 DQ3320'TRAIL AND GO WEST FOR ABOUT 75.0 FT (22.9 M) TO A WALKING TRAIL
 DQ3320'LEADING INTO THE WOODS ON THE LEFT, NOW BY WALKING TURN LEFT ON THE
 DQ3320'WALKING TRAIL AND GO SOUTH-SOUTHWEST ABOUT 120.0 FT (36.6 M) TO THE
 DQ3320'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A
 DQ3320'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DQ3320'MONUMENT FLUSH WITH THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL WITH
 DQ3320'THE DIM DRIVING ROAD.
 DQ3320'
 DQ3320'LOCATED 116.0 FT (35.4 M) WEST OF POWER POLE NUMBER 32546 48611, 85.0
 DQ3320'FT (25.9 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE DIM
 DQ3320'ROAD WHERE IT INTERSECTS WITH A POWER LINE CROSSING, 30.8 FT (9.4 M)
 DQ3320'NORTH OF SURVEY MARK 19462, 1.7 FT (0.5 M) NORTHEAST OF A 6 INCH (15
 DQ3320'CM) IN DIAMETER CYPRESS TREE AND 1.0 FT (0.3 M) EAST-SOUTHEAST OF A
 DQ3320'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3330 ***********************************************************************
 DQ3330  DESIGNATION -  19455 A
 DQ3330  PID         -  DQ3330
 DQ3330  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3330  COUNTRY     -  US
 DQ3330  USGS QUAD   -  PLANT CITY EAST (2018)
 DQ3330
 DQ3330                         *CURRENT SURVEY CONTROL
 DQ3330  ______________________________________________________________________
 DQ3330* NAD 83(1986) POSITION- 28 05 53.3    (N) 082 04 52.2    (W)   HD_HELD2
 DQ3330* NAVD 88 ORTHO HEIGHT -    32.359 (meters)      106.16  (feet) ADJUSTED
 DQ3330  ______________________________________________________________________
 DQ3330  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 DQ3330  DYNAMIC HEIGHT  -         32.311 (meters)      106.01  (feet) COMP
 DQ3330  MODELED GRAVITY -    979,167.8   (mgal)                       NAVD 88
 DQ3330
 DQ3330  VERT ORDER      -  FIRST     CLASS II
 DQ3330
 DQ3330.The horizontal coordinates were established by autonomous hand held GPS
 DQ3330.observations and have an estimated accuracy of +/- 10 meters.
 DQ3330
 DQ3330.The orthometric height was determined by differential leveling and
 DQ3330.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3330.in October 2016.
 DQ3330
 DQ3330.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3330.GEOID18 height accuracy estimate available here.
 DQ3330
 DQ3330.Click photographs - Photos may exist for this station.
 DQ3330
 DQ3330.The dynamic height is computed by dividing the NAVD 88
 DQ3330.geopotential number by the normal gravity value computed on the
 DQ3330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3330.degrees latitude (g = 980.6199 gals.).
 DQ3330
 DQ3330.The modeled gravity was interpolated from observed gravity values.
 DQ3330
 DQ3330;                    North         East    Units  Estimated Accuracy
 DQ3330;SPC FL W     -   417,087.      192,024.      MT  (+/- 10 meters HH2 GPS)
 DQ3330
 DQ3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9378908545(NAD 83)
 DQ3330
 DQ3330                          SUPERSEDED SURVEY CONTROL
 DQ3330
 DQ3330.No superseded survey control is available for this station.
 DQ3330
 DQ3330_MARKER: DD = SURVEY DISK
 DQ3330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3330_STAMPING: 19455 A 2008
 DQ3330_MARK LOGO: SWFWMD
 DQ3330_PROJECTION: FLUSH
 DQ3330_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3330+STABILITY: SURFACE MOTION
 DQ3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3330+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 DQ3330
 DQ3330  HISTORY     - Date     Condition        Report By
 DQ3330  HISTORY     - 2008     MONUMENTED       SFLWMD
 DQ3330  HISTORY     - 20160503 GOOD             FLDEP
 DQ3330
 DQ3330                          STATION DESCRIPTION
 DQ3330
 DQ3330'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3330'THE MARK IS ABOUT 7.6 MI (12.2 KM) WEST-SOUTHWEST OF PROVIDENCE, 6.1
 DQ3330'MI (9.8 KM) SOUTHWEST OF SOCRUM, 5.8 MI (9.3 KM) NORTH-NORTHEAST OF
 DQ3330'PLANT CITY, IN SECTION 35, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3330'
 DQ3330'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3330'OVERPASS AND U.S. HIGHWAY 39 IN PLANT CITY, GO NORTH ON U.S. HIGHWAY
 DQ3330'39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM) TO THE INTERSECTION OF
 DQ3330'EAST KNIGHTS GRIFFIN ROAD.  TURN RIGHT ON EAST KNIGHTS GRIFFIN ROAD
 DQ3330'AND GO EAST FOR 3.8 MI (6.1 KM) TO 3536 EAST KNIGHTS GRIFFIN ROAD AND
 DQ3330'THE ENTRANCE TO LOWER GREEN SWAMP NATURE PRESERVE AT CONE RANCH ON THE
 DQ3330'LEFT.  TURN LEFT ENTERING THE LOWER GREEN SWAMP NATURE PRESERVE ON A
 DQ3330'DIM ROAD AND GO NORTHERLY FOR 1.2 MI (1.9 KM) TO SURVEY MARK A 782 ON
 DQ3330'THE LEFT AND A DOUBLE RUT HIKING TRAIL ON THE RIGHT.  TURN RIGHT ON
 DQ3330'THE DOUBLE RUT HIKING TRAIL AND GO NORTH FOR 0.2 MI (0.3 KM) TO WELL
 DQ3330'SITE 19455 ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DQ3330'DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A
 DQ3330'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DQ3330'FLUSH WITH THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DQ3330'
 DQ3330'LOCATED 186.4 FT (56.8 M) SOUTHWEST OF SURVEY MARK 19455 B, 54.4 FT
 DQ3330'(16.6 M) WEST OF WELL SITE NUMBER 19458, 23.0 FT (7.0 M) WEST OF THE
 DQ3330'APPROXIMATE CENTERLINE OF A DOUBLE RUT HIKING TRAIL AND 0.8 FT (24 CM)
 DQ3330'EAST OF A CARSONITE WITNESS POST.
 DQ3330'
 DQ3330'NOTE ACCESS TO LOWER GREEN SWAMP PRESERVE CAN BE MADE BY CONTACTING
 DQ3330'813-757-3713.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3331 ***********************************************************************
 DQ3331  DESIGNATION -  19455 B
 DQ3331  PID         -  DQ3331
 DQ3331  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3331  COUNTRY     -  US
 DQ3331  USGS QUAD   -  PLANT CITY EAST (2018)
 DQ3331
 DQ3331                         *CURRENT SURVEY CONTROL
 DQ3331  ______________________________________________________________________
 DQ3331* NAD 83(1986) POSITION- 28 05 54.9    (N) 082 04 50.8    (W)   HD_HELD2
 DQ3331* NAVD 88 ORTHO HEIGHT -    32.766 (meters)      107.50  (feet) ADJUSTED
 DQ3331  ______________________________________________________________________
 DQ3331  GEOID HEIGHT    -        -26.055 (meters)                     GEOID18
 DQ3331  DYNAMIC HEIGHT  -         32.718 (meters)      107.34  (feet) COMP
 DQ3331  MODELED GRAVITY -    979,167.7   (mgal)                       NAVD 88
 DQ3331
 DQ3331  VERT ORDER      -  FIRST     CLASS II
 DQ3331
 DQ3331.The horizontal coordinates were established by autonomous hand held GPS
 DQ3331.observations and have an estimated accuracy of +/- 10 meters.
 DQ3331
 DQ3331.The orthometric height was determined by differential leveling and
 DQ3331.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3331.in October 2016.
 DQ3331
 DQ3331.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3331.GEOID18 height accuracy estimate available here.
 DQ3331
 DQ3331.Click photographs - Photos may exist for this station.
 DQ3331
 DQ3331.The dynamic height is computed by dividing the NAVD 88
 DQ3331.geopotential number by the normal gravity value computed on the
 DQ3331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3331.degrees latitude (g = 980.6199 gals.).
 DQ3331
 DQ3331.The modeled gravity was interpolated from observed gravity values.
 DQ3331
 DQ3331;                    North         East    Units  Estimated Accuracy
 DQ3331;SPC FL W     -   417,136.      192,062.      MT  (+/- 10 meters HH2 GPS)
 DQ3331
 DQ3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9382808594(NAD 83)
 DQ3331
 DQ3331                          SUPERSEDED SURVEY CONTROL
 DQ3331
 DQ3331.No superseded survey control is available for this station.
 DQ3331
 DQ3331_MARKER: DD = SURVEY DISK
 DQ3331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3331_STAMPING: 19455 B 2008
 DQ3331_MARK LOGO: SWFWMD
 DQ3331_PROJECTION: FLUSH
 DQ3331_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3331+STABILITY: SURFACE MOTION
 DQ3331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3331+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 DQ3331
 DQ3331  HISTORY     - Date     Condition        Report By
 DQ3331  HISTORY     - 2008     MONUMENTED       SFLWMD
 DQ3331  HISTORY     - 20160503 GOOD             FLDEP
 DQ3331
 DQ3331                          STATION DESCRIPTION
 DQ3331
 DQ3331'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3331'THE MARK IS ABOUT 7.6 MI (12.2 KM) WEST-SOUTHWEST OF PROVIDENCE, 6.1
 DQ3331'MI (9.8 KM) SOUTHWEST OF SOCRUM, 5.8 MI (9.3 KM) NORTH-NORTHEAST OF
 DQ3331'PLANT CITY, IN SECTION 35, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3331'
 DQ3331'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. INTERSTATE 4
 DQ3331'OVERPASS AND U.S. HIGHWAY 39 IN PLANT CITY, GO NORTH ON U.S. HIGHWAY
 DQ3331'39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM) TO THE INTERSECTION OF
 DQ3331'EAST KNIGHTS GRIFFIN ROAD.  TURN RIGHT ON EAST KNIGHTS GRIFFIN ROAD
 DQ3331'AND GO EAST FOR 3.8 MI (6.1 KM) TO 3536 EAST KNIGHTS GRIFFIN ROAD AND
 DQ3331'THE ENTRANCE TO LOWER GREEN SWAMP NATURE PRESERVE AT CONE RANCH ON THE
 DQ3331'LEFT.  TURN LEFT ENTERING THE LOWER GREEN SWAMP NATURE PRESERVE ON A
 DQ3331'DIM ROAD AND GO NORTHERLY FOR 1.2 MI (1.9 KM) TO SURVEY MARK A 782 ON
 DQ3331'THE LEFT AND A DOUBLE RUT HIKING TRAIL ON THE RIGHT.  TURN RIGHT ON
 DQ3331'THE DOUBLE RUT HIKING TRAIL AND GO NORTH FOR 0.2 MI (0.3 KM) TO WELL
 DQ3331'SITE 19455 ON THE LEFT.  CONTINUE NORTHEAST AROUND A CURVE ON THE
 DQ3331'DOUBLE RUT HIKING TRAIL ABOUT 200.0 FT (61.0 M) TO THE MARK ON THE
 DQ3331'LEFT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON
 DQ3331'THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT
 DQ3331'(0.5 M) DEEP, FLUSH WITH THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DQ3331'
 DQ3331'LOCATED 186.4 FT (56.8 M) NORTH-NORTHEAST OF SURVEY MARK 19455 A, 8.0
 DQ3331'FT (2.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF A DOUBLE RUT HIKING
 DQ3331'TRAIL, 1.8 FT (0.5 M) SOUTH OF A BARB WIRE FENCE AND 0.8 FT (24 CM)
 DQ3331'SOUTH OF A CARSONITE WITNESS POST.
 DQ3331'
 DQ3331'NOTE ACCESS TO LOWER GREEN SWAMP PRESERVE CAN BE MADE BY CONTACTING
 DQ3331'813-757-3713.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3328 ***********************************************************************
 DQ3328  DESIGNATION -  19456 A
 DQ3328  PID         -  DQ3328
 DQ3328  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3328  COUNTRY     -  US
 DQ3328  USGS QUAD   -  PLANT CITY EAST (2018)
 DQ3328
 DQ3328                         *CURRENT SURVEY CONTROL
 DQ3328  ______________________________________________________________________
 DQ3328* NAD 83(1986) POSITION- 28 05 09.6    (N) 082 04 40.6    (W)   HD_HELD2
 DQ3328* NAVD 88 ORTHO HEIGHT -    32.819 (meters)      107.67  (feet) ADJUSTED
 DQ3328  ______________________________________________________________________
 DQ3328  GEOID HEIGHT    -        -26.019 (meters)                     GEOID18
 DQ3328  DYNAMIC HEIGHT  -         32.771 (meters)      107.52  (feet) COMP
 DQ3328  MODELED GRAVITY -    979,168.7   (mgal)                       NAVD 88
 DQ3328
 DQ3328  VERT ORDER      -  FIRST     CLASS II
 DQ3328
 DQ3328.The horizontal coordinates were established by autonomous hand held GPS
 DQ3328.observations and have an estimated accuracy of +/- 10 meters.
 DQ3328
 DQ3328.The orthometric height was determined by differential leveling and
 DQ3328.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3328.in October 2016.
 DQ3328
 DQ3328.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3328.GEOID18 height accuracy estimate available here.
 DQ3328
 DQ3328.Click photographs - Photos may exist for this station.
 DQ3328
 DQ3328.The dynamic height is computed by dividing the NAVD 88
 DQ3328.geopotential number by the normal gravity value computed on the
 DQ3328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3328.degrees latitude (g = 980.6199 gals.).
 DQ3328
 DQ3328.The modeled gravity was interpolated from observed gravity values.
 DQ3328
 DQ3328;                    North         East    Units  Estimated Accuracy
 DQ3328;SPC FL W     -   415,741.      192,340.      MT  (+/- 10 meters HH2 GPS)
 DQ3328
 DQ3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9409407198(NAD 83)
 DQ3328
 DQ3328                          SUPERSEDED SURVEY CONTROL
 DQ3328
 DQ3328.No superseded survey control is available for this station.
 DQ3328
 DQ3328_MARKER: DD = SURVEY DISK
 DQ3328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3328_STAMPING: 19456 A 2008
 DQ3328_MARK LOGO: SWFWMD
 DQ3328_PROJECTION: FLUSH
 DQ3328_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3328+STABILITY: SURFACE MOTION
 DQ3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3328+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 DQ3328
 DQ3328  HISTORY     - Date     Condition        Report By
 DQ3328  HISTORY     - 2008     MONUMENTED       SFLWMD
 DQ3328  HISTORY     - 20160503 GOOD             FLDEP
 DQ3328
 DQ3328                          STATION DESCRIPTION
 DQ3328
 DQ3328'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3328'THE MARK IS ABOUT 7.9 MI (12.7 KM) SOUTHWEST OF PROVIDENCE, 6.7 MI
 DQ3328'(10.8 KM) SOUTH-SOUTHWEST OF SOCRUM, 5.1 MI (8.2 KM) NORTH-NORTHEAST
 DQ3328'OF PLANT CITY, IN SECTION 35, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3328'
 DQ3328'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S INTERSTATE 4
 DQ3328'OVERPASS AND U.S. HIGHWAY 39 IN PLANT CITY, GO NORTH ON U.S. HIGHWAY
 DQ3328'39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM) TO THE INTERSECTION OF
 DQ3328'EAST KNIGHTS GRIFFIN ROAD.  TURN RIGHT ON EAST KNIGHTS GRIFFIN ROAD
 DQ3328'AND GO EAST FOR 3.8 MI (6.1 KM) TO 3536 EAST KNIGHTS GRIFFIN ROAD AND
 DQ3328'THE ENTRANCE TO LOWER GREEN SWAMP NATURE PRESERVE AT CONE RANCH ON THE
 DQ3328'LEFT.  TURN LEFT ENTERING THE LOWER GREEN SWAMP NATURE PRESERVE ON A
 DQ3328'DIM ROAD AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF A DOUBLE
 DQ3328'RUT TRAIL ON THE LEFT LEADING WEST ON THE SOUTH SIDE OF A FENCED YARD.
 DQ3328'TURN LEFT ON THE DOUBLE RUT TRAIL AND GO WEST ABOUT 500.0 FT (152.4 M)
 DQ3328'TO A T-JUNCTION IN THE TRAIL, WELL SITE NUMBER 19456 AND THE MARK, AN
 DQ3328'ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP
 DQ3328'AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M)
 DQ3328'DEEP, FLUSH WITH THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DQ3328'
 DQ3328'LOCATED 75.3 FT (23.0 M) NORTH OF POWER POLE NUMBER 37482 46372, 68.5
 DQ3328'FT (20.9 M) WEST OF SURVEY MARK 19456 B, 30.0 FT (9.1 M) WEST OF THE
 DQ3328'APPROXIMATE CENTERLINE OF THE T-JUNCTION OF TWO DOUBLE RUT TRAILS, 7.0
 DQ3328'FT (2.1 M) WEST-SOUTHWEST OF WELL NUMBER 19456 AND 1.3 FT (0.4 M)
 DQ3328'SOUTH OF A CARSONITE WITNESS POST.
 DQ3328'
 DQ3328'NOTE ACCESS TO LOWER GREEN SWAMP PRESERVE CAN BE MADE BY CONTACTING
 DQ3328'813-757-3713.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3327 ***********************************************************************
 DQ3327  DESIGNATION -  19456 B
 DQ3327  PID         -  DQ3327
 DQ3327  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3327  COUNTRY     -  US
 DQ3327  USGS QUAD   -  PLANT CITY EAST (2018)
 DQ3327
 DQ3327                         *CURRENT SURVEY CONTROL
 DQ3327  ______________________________________________________________________
 DQ3327* NAD 83(1986) POSITION- 28 05 09.0    (N) 082 04 40.5    (W)   HD_HELD2
 DQ3327* NAVD 88 ORTHO HEIGHT -    32.895 (meters)      107.92  (feet) ADJUSTED
 DQ3327  ______________________________________________________________________
 DQ3327  GEOID HEIGHT    -        -26.019 (meters)                     GEOID18
 DQ3327  DYNAMIC HEIGHT  -         32.846 (meters)      107.76  (feet) COMP
 DQ3327  MODELED GRAVITY -    979,168.7   (mgal)                       NAVD 88
 DQ3327
 DQ3327  VERT ORDER      -  FIRST     CLASS II
 DQ3327
 DQ3327.The horizontal coordinates were established by autonomous hand held GPS
 DQ3327.observations and have an estimated accuracy of +/- 10 meters.
 DQ3327
 DQ3327.The orthometric height was determined by differential leveling and
 DQ3327.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3327.in October 2016.
 DQ3327
 DQ3327.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3327.GEOID18 height accuracy estimate available here.
 DQ3327
 DQ3327.Click photographs - Photos may exist for this station.
 DQ3327
 DQ3327.The dynamic height is computed by dividing the NAVD 88
 DQ3327.geopotential number by the normal gravity value computed on the
 DQ3327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3327.degrees latitude (g = 980.6199 gals.).
 DQ3327
 DQ3327.The modeled gravity was interpolated from observed gravity values.
 DQ3327
 DQ3327;                    North         East    Units  Estimated Accuracy
 DQ3327;SPC FL W     -   415,723.      192,343.      MT  (+/- 10 meters HH2 GPS)
 DQ3327
 DQ3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9409707179(NAD 83)
 DQ3327
 DQ3327                          SUPERSEDED SURVEY CONTROL
 DQ3327
 DQ3327.No superseded survey control is available for this station.
 DQ3327
 DQ3327_MARKER: DD = SURVEY DISK
 DQ3327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3327_STAMPING: 19456 B 2008
 DQ3327_MARK LOGO: SWFWMD
 DQ3327_PROJECTION: FLUSH
 DQ3327_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3327+STABILITY: SURFACE MOTION
 DQ3327
 DQ3327  HISTORY     - Date     Condition        Report By
 DQ3327  HISTORY     - 2008     MONUMENTED       SFLWMD
 DQ3327  HISTORY     - 20160503 GOOD             FLDEP
 DQ3327
 DQ3327                          STATION DESCRIPTION
 DQ3327
 DQ3327'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3327'THE MARK IS ABOUT 7.9 MI (12.7 KM) SOUTHWEST OF PROVIDENCE, 6.7 MI
 DQ3327'(10.8 KM) SOUTH-SOUTHWEST OF SOCRUM, 5.1 MI (8.2 KM) NORTH-NORTHEAST
 DQ3327'OF PLANT CITY, IN SECTION 35, TOWNSHIP 27 SOUTH, RANGE 22 EAST.
 DQ3327'
 DQ3327'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S INTERSTATE 4
 DQ3327'OVERPASS AND U.S. HIGHWAY 39 IN PLANT CITY, GO NORTH ON U.S. HIGHWAY
 DQ3327'39 (PAUL BUCHMAN HIGHWAY) FOR 3.05 MI (4.91 KM) TO THE INTERSECTION OF
 DQ3327'EAST KNIGHTS GRIFFIN ROAD.  TURN RIGHT ON EAST KNIGHTS GRIFFIN ROAD
 DQ3327'AND GO EAST FOR 3.8 MI (6.1 KM) TO 3536 EAST KNIGHTS GRIFFIN ROAD AND
 DQ3327'THE ENTRANCE TO LOWER GREEN SWAMP NATURE PRESERVE AT CONE RANCH ON THE
 DQ3327'LEFT.  TURN LEFT ENTERING THE LOWER GREEN SWAMP NATURE PRESERVE ON A
 DQ3327'DIM ROAD AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF A DOUBLE
 DQ3327'RUT TRAIL ON THE LEFT LEADING WEST ON THE SOUTH SIDE OF A FENCED YARD.
 DQ3327'TURN LEFT ON THE DOUBLE RUT TRAIL AND GO WEST ABOUT 500.0 FT (152.4 M)
 DQ3327'TO A T-JUNCTION IN THE TRAIL, WELL SITE NUMBER 19456 AND THE MARK, AN
 DQ3327'ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP
 DQ3327'AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M)
 DQ3327'DEEP, FLUSH WITH THE GROUND AND LEVEL WITH THE DOUBLE RUT TRAIL.
 DQ3327'
 DQ3327'LOCATED 68.5 FT (20.9 M) EAST OF SURVEY MARK 19456 A, 67.6 FT (20.6 M)
 DQ3327'SOUTHEAST OF WELL NUMBER 19456, 45.0 FT (13.7 M) EAST OF THE
 DQ3327'APPROXIMATE CENTERLINE OF THE T-JUNCTION OF TWO DOUBLE RUT TRAILS,
 DQ3327'16.6 FT (5.1 M) WEST-NORTHWEST OF POWER POLE NUMBER 37482 46372 AND
 DQ3327'1.3 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DQ3327'
 DQ3327'NOTE ACCESS TO LOWER GREEN SWAMP PRESERVE CAN BE MADE BY CONTACTING
 DQ3327'813-757-3713.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3321 ***********************************************************************
 DQ3321  DESIGNATION -  19462
 DQ3321  PID         -  DQ3321
 DQ3321  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3321  COUNTRY     -  US
 DQ3321  USGS QUAD   -  ZEPHYRHILLS (2018)
 DQ3321
 DQ3321                         *CURRENT SURVEY CONTROL
 DQ3321  ______________________________________________________________________
 DQ3321* NAD 83(1986) POSITION- 28 08 47.2    (N) 082 13 51.6    (W)   HD_HELD2
 DQ3321* NAVD 88 ORTHO HEIGHT -    13.554 (meters)       44.47  (feet) ADJUSTED
 DQ3321  ______________________________________________________________________
 DQ3321  GEOID HEIGHT    -        -25.804 (meters)                     GEOID18
 DQ3321  DYNAMIC HEIGHT  -         13.534 (meters)       44.40  (feet) COMP
 DQ3321  MODELED GRAVITY -    979,189.3   (mgal)                       NAVD 88
 DQ3321
 DQ3321  VERT ORDER      -  FIRST     CLASS II
 DQ3321
 DQ3321.The horizontal coordinates were established by autonomous hand held GPS
 DQ3321.observations and have an estimated accuracy of +/- 10 meters.
 DQ3321
 DQ3321.The orthometric height was determined by differential leveling and
 DQ3321.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3321.in October 2016.
 DQ3321
 DQ3321.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3321.GEOID18 height accuracy estimate available here.
 DQ3321
 DQ3321.Click photographs - Photos may exist for this station.
 DQ3321
 DQ3321.The dynamic height is computed by dividing the NAVD 88
 DQ3321.geopotential number by the normal gravity value computed on the
 DQ3321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3321.degrees latitude (g = 980.6199 gals.).
 DQ3321
 DQ3321.The modeled gravity was interpolated from observed gravity values.
 DQ3321
 DQ3321;                    North         East    Units  Estimated Accuracy
 DQ3321;SPC FL W     -   422,459.      177,311.      MT  (+/- 10 meters HH2 GPS)
 DQ3321
 DQ3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7912314037(NAD 83)
 DQ3321
 DQ3321                          SUPERSEDED SURVEY CONTROL
 DQ3321
 DQ3321.No superseded survey control is available for this station.
 DQ3321
 DQ3321_MARKER: DD = SURVEY DISK
 DQ3321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3321_STAMPING: 19462 2012 LB 6773
 DQ3321_MARK LOGO: SWFWMD
 DQ3321_PROJECTION: FLUSH
 DQ3321_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3321+STABILITY: SURFACE MOTION
 DQ3321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3321+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2016
 DQ3321
 DQ3321  HISTORY     - Date     Condition        Report By
 DQ3321  HISTORY     - 2012     MONUMENTED       SWFWMD
 DQ3321  HISTORY     - 20160518 GOOD             FLDEP
 DQ3321
 DQ3321                          STATION DESCRIPTION
 DQ3321
 DQ3321'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3321'THE MARK IS ABOUT 10.5 MI (16.9 KM) NORTH OF DOVER, 7.3 MI (11.7 KM)
 DQ3321'NORTHEAST OF THONOTOSASSA, 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF
 DQ3321'ZEPHYRHILLS, IN SECTION 8, TOWNSHIP 27 SOUTH, RANGE 21 EAST.
 DQ3321'
 DQ3321'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND EAST
 DQ3321'FOWLER AVENUE (COUNTY ROAD 583) IN TEMPLE TERRACE, GO EAST ON EAST
 DQ3321'FOWLER AVENUE (COUNTY ROAD 583) FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF
 DQ3321'U.S. HIGHWAY 301.  TURN LEFT ON U.S. HIGHWAY 301 AND GO NORTHEAST FOR
 DQ3321'9.2 MI (14.8 KM) TO THE ENTRANCE OF THE HILLSBOROUGH RIVER STATE PARK
 DQ3321'ON THE LEFT.  TURN LEFT ON THE PARK ENTRANCE ROAD AND GO NORTH FOR 0.3
 DQ3321'MI (0.5 KM) TO THE MAIN ONE WAY LOOP ROAD.  TURN RIGHT ON THE ONE WAY
 DQ3321'ROAD AND GO NORTHWESTERLY FOR 0.8 MI (1.3 KM) TO THE DIM ROAD LEADING
 DQ3321'TO THE YOUTH CAMP AREA ON THE LEFT.  TURN LEFT ON THE DIM ROAD LEADING
 DQ3321'TO THE YOUTH CAMP AREA AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE
 DQ3321'INTERSECTION OF A POWER LINE TRAIL.  TURN RIGHT ON THE POWER LINE
 DQ3321'TRAIL AND GO WEST FOR ABOUT 75.0 FT (22.9 M) TO A WALKING TRAIL
 DQ3321'LEADING INTO THE WOODS ON THE LEFT, NOW BY WALKING TURN LEFT ON THE
 DQ3321'WALKING TRAIL AND GO SOUTH-SOUTHWEST ABOUT 120.0 FT (36.6 M) TO THE
 DQ3321'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A
 DQ3321'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DQ3321'MONUMENT FLUSH WITH THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL WITH
 DQ3321'THE DIM DRIVING ROAD.
 DQ3321'
 DQ3321'LOCATED 146.8 FT (44.7 M) WEST OF POWER POLE NUMBER 32546 48611, 95.0
 DQ3321'FT (29.0 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE DIM ROAD
 DQ3321'WHERE IT INTERSECTS WITH A POWER LINE CROSSING, 30.8 FT (9.4 M) SOUTH
 DQ3321'OF SURVEY MARK 19403 AND 1.2 FT (0.4 M) EAST OF A CARSONITE WITNESS
 DQ3321'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3319 ***********************************************************************
 DQ3319  DESIGNATION -  19465 A
 DQ3319  PID         -  DQ3319
 DQ3319  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ3319  COUNTRY     -  US
 DQ3319  USGS QUAD   -  ZEPHYRHILLS (2018)
 DQ3319
 DQ3319                         *CURRENT SURVEY CONTROL
 DQ3319  ______________________________________________________________________
 DQ3319* NAD 83(1986) POSITION- 28 08 53.7    (N) 082 13 53.3    (W)   HD_HELD2
 DQ3319* NAVD 88 ORTHO HEIGHT -    14.384 (meters)       47.19  (feet) ADJUSTED
 DQ3319  ______________________________________________________________________
 DQ3319  GEOID HEIGHT    -        -25.809 (meters)                     GEOID18
 DQ3319  DYNAMIC HEIGHT  -         14.363 (meters)       47.12  (feet) COMP
 DQ3319  MODELED GRAVITY -    979,189.4   (mgal)                       NAVD 88
 DQ3319
 DQ3319  VERT ORDER      -  FIRST     CLASS II
 DQ3319
 DQ3319.The horizontal coordinates were established by autonomous hand held GPS
 DQ3319.observations and have an estimated accuracy of +/- 10 meters.
 DQ3319
 DQ3319.The orthometric height was determined by differential leveling and
 DQ3319.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3319.in October 2016.
 DQ3319
 DQ3319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3319.GEOID18 height accuracy estimate available here.
 DQ3319
 DQ3319.Click photographs - Photos may exist for this station.
 DQ3319
 DQ3319.The dynamic height is computed by dividing the NAVD 88
 DQ3319.geopotential number by the normal gravity value computed on the
 DQ3319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3319.degrees latitude (g = 980.6199 gals.).
 DQ3319
 DQ3319.The modeled gravity was interpolated from observed gravity values.
 DQ3319
 DQ3319;                    North         East    Units  Estimated Accuracy
 DQ3319;SPC FL W     -   422,659.      177,264.      MT  (+/- 10 meters HH2 GPS)
 DQ3319
 DQ3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7907914238(NAD 83)
 DQ3319
 DQ3319                          SUPERSEDED SURVEY CONTROL
 DQ3319
 DQ3319.No superseded survey control is available for this station.
 DQ3319
 DQ3319_MARKER: DD = SURVEY DISK
 DQ3319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3319_STAMPING: 19465 A 2008 LB 6773
 DQ3319_MARK LOGO: SWFWMD
 DQ3319_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3319+STABILITY: SURFACE MOTION
 DQ3319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3319+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2016
 DQ3319
 DQ3319  HISTORY     - Date     Condition        Report By
 DQ3319  HISTORY     - 2008     MONUMENTED       SWFWMD
 DQ3319  HISTORY     - 20160518 GOOD             FLDEP
 DQ3319
 DQ3319                          STATION DESCRIPTION
 DQ3319
 DQ3319'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ3319'THE MARK IS ABOUT 10.7 MI (17.2 KM) NORTH OF DOVER, 7.4 MI (11.9 KM)
 DQ3319'NORTHEAST OF THONOTOSASSA, 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF
 DQ3319'ZEPHYRHILLS, IN SECTION 8, TOWNSHIP 27 SOUTH, RANGE 21 EAST.
 DQ3319'
 DQ3319'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND EAST
 DQ3319'FOWLER AVENUE (COUNTY ROAD 583) IN TEMPLE TERRACE, GO EAST ON EAST
 DQ3319'FOWLER AVENUE (COUNTY ROAD 583) FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF
 DQ3319'U.S. HIGHWAY 301.  TURN LEFT ON U.S. HIGHWAY 301 AND GO NORTHEAST FOR
 DQ3319'9.2 MI (14.8 KM) TO THE ENTRANCE OF THE HILLSBOROUGH RIVER STATE PARK
 DQ3319'ON THE LEFT.  TURN LEFT ON THE PARK ENTRANCE ROAD AND GO NORTH FOR 0.3
 DQ3319'MI (0.5 KM) TO THE MAIN ONE WAY LOOP ROAD.  TURN RIGHT ON THE ONE WAY
 DQ3319'ROAD AND GO NORTHWESTERLY FOR 0.8 MI (1.3 KM) TO THE YOUTH CAMP AREA
 DQ3319'ON THE LEFT, PARKING LOT NUMBER 3 ON THE RIGHT AND THE MARK ON THE
 DQ3319'RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET
 DQ3319'ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT RECESSED
 DQ3319'0.2 BELOW THE LEVEL WITH THE GROUND AND LEVEL WITH THE PARKING LOT
 DQ3319'ROAD.
 DQ3319'
 DQ3319'LOCATED 36.7 FT (11.2 M) SOUTH OF THE SOUTHEAST CORNER OF WELL SITE
 DQ3319'NUMBER 19465, 30.0 FT (9.1 M) NORTHWEST OF THE APPROXIMATE CENTERLINE
 DQ3319'OF THE PARKING LOT SERVICE ROAD, 26.2 FT (8.0 M) SOUTHWEST OF A METAL
 DQ3319'POLE WITH A SOLAR PANEL ATTACHED, 4.0 FT (1.2 M) NORTHWEST OF THE
 DQ3319'NORTHWEST CONCRETE EDGE OF THE PARKING LOT AND 3.0 FT (0.9 M)
 DQ3319'SOUTHEAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0100 ***********************************************************************
 AG0100  DESIGNATION -  195 FLHD
 AG0100  PID         -  AG0100
 AG0100  STATE/COUNTY-  FL/PINELLAS
 AG0100  COUNTRY     -  US
 AG0100  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0100
 AG0100                         *CURRENT SURVEY CONTROL
 AG0100  ______________________________________________________________________
 AG0100* NAD 83(1986) POSITION- 27 42 31.     (N) 082 43 53.     (W)   SCALED
 AG0100* NAVD 88 ORTHO HEIGHT -     4.558 (meters)       14.95  (feet) ADJUSTED
 AG0100  ______________________________________________________________________
 AG0100  GEOID HEIGHT    -        -24.355 (meters)                     GEOID18
 AG0100  DYNAMIC HEIGHT  -          4.551 (meters)       14.93  (feet) COMP
 AG0100  MODELED GRAVITY -    979,170.2   (mgal)                       NAVD 88
 AG0100
 AG0100  VERT ORDER      -  SECOND    CLASS II
 AG0100
 AG0100.The horizontal coordinates were scaled from a map and have
 AG0100.an estimated accuracy of +/- 6 seconds.
 AG0100
 AG0100.The orthometric height was determined by differential leveling and
 AG0100.adjusted by the NATIONAL GEODETIC SURVEY
 AG0100.in June 1991.
 AG0100
 AG0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0100.GEOID18 height accuracy estimate available here.
 AG0100
 AG0100.Click photographs - Photos may exist for this station.
 AG0100
 AG0100.The dynamic height is computed by dividing the NAVD 88
 AG0100.geopotential number by the normal gravity value computed on the
 AG0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0100.degrees latitude (g = 980.6199 gals.).
 AG0100
 AG0100.The modeled gravity was interpolated from observed gravity values.
 AG0100
 AG0100;                    North         East    Units  Estimated Accuracy
 AG0100;SPC FL W     -   374,130.      127,870.      MT  (+/- 180 meters Scaled)
 AG0100
 AG0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL292661(NAD 83)
 AG0100
 AG0100                          SUPERSEDED SURVEY CONTROL
 AG0100
 AG0100  NGVD 29 (??/??/92)    4.843  (m)           15.89   (f) ADJ UNCH    2 2
 AG0100
 AG0100.Superseded values are not recommended for survey control.
 AG0100
 AG0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0100.See file dsdata.pdf to determine how the superseded data were derived.
 AG0100
 AG0100_MARKER: DD = SURVEY DISK
 AG0100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0100_SP_SET: CURB
 AG0100_STAMPING: 195
 AG0100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0100+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2006
 AG0100
 AG0100  HISTORY     - Date     Condition        Report By
 AG0100  HISTORY     - UNK      MONUMENTED       FLHD
 AG0100  HISTORY     - 1975     GOOD             FLDT
 AG0100  HISTORY     - 19990202 GOOD             USPSQD
 AG0100  HISTORY     - 20000130 GOOD             USPSQD
 AG0100  HISTORY     - 20010302 GOOD             USPSQD
 AG0100  HISTORY     - 20010331 GOOD             NGS
 AG0100  HISTORY     - 20061103 GOOD             USPSQD
 AG0100  HISTORY     - 20170204 MARK NOT FOUND   GEOCAC
 AG0100
 AG0100                          STATION DESCRIPTION
 AG0100
 AG0100'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0100'AT ST PETERSBURG.
 AG0100'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET)
 AG0100'AND 54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN WESTERLY ON PINELLAS
 AG0100'BAYWAY FOR 3.35 MILE TO THE SW CORNER OF A BASCULE BRIDGE.
 AG0100'STATION ON LEFT, 24.0 FT. EAST OF THE BRIDGE ABUTMENT, 14.0 FT.
 AG0100'SOUTH OF THE CENTERLINE OF THE BRIDGE.  SET IN TOP OF THE CONCRETE
 AG0100'CURB.  SECTION 7, T 32S, R 16E
 AG0100
 AG0100                          STATION RECOVERY (1999)
 AG0100
 AG0100'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0100'RECOVERED IN GOOD CONDITION.
 AG0100
 AG0100                          STATION RECOVERY (2000)
 AG0100
 AG0100'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0100'RECOVERED IN GOOD CONDITION.
 AG0100
 AG0100                          STATION RECOVERY (2001)
 AG0100
 AG0100'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG0100'RECOVERED IN GOOD CONDITION.
 AG0100
 AG0100                          STATION RECOVERY (2001)
 AG0100
 AG0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0100'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0100
 AG0100                          STATION RECOVERY (2006)
 AG0100
 AG0100'RECOVERY NOTE BY US POWER SQUADRON 2006 (KNB)
 AG0100'RECOVERED IN GOOD CONDITION.
 AG0100
 AG0100                          STATION RECOVERY (2017)
 AG0100
 AG0100'RECOVERY NOTE BY GEOCACHING 2017 (EP)
 AG0100'MARK NOT FOUND. BRIDGE APPROACHES REBUILT BEGINING IN 2014. AREA HAS
 AG0100'BEEN EXTENSIVELY
 AG0100'LEVELED AND LANDSCAPED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG1041 ***********************************************************************
 BG1041  DESIGNATION -  195 FORT WALTON
 BG1041  PID         -  BG1041
 BG1041  STATE/COUNTY-  FL/OKALOOSA
 BG1041  COUNTRY     -  US
 BG1041  USGS QUAD   -  HOLT SW (2018)
 BG1041
 BG1041                         *CURRENT SURVEY CONTROL
 BG1041  ______________________________________________________________________
 BG1041* NAD 83(1986) POSITION- 30 31 25.     (N) 086 42 11.     (W)   SCALED
 BG1041* NAVD 88 ORTHO HEIGHT -    38.895 (meters)      127.61  (feet) ADJUSTED
 BG1041  ______________________________________________________________________
 BG1041  GEOID HEIGHT    -        -27.285 (meters)                     GEOID18
 BG1041  DYNAMIC HEIGHT  -         38.845 (meters)      127.44  (feet) COMP
 BG1041  MODELED GRAVITY -    979,353.9   (mgal)                       NAVD 88
 BG1041
 BG1041  VERT ORDER      -  SECOND    CLASS 0
 BG1041
 BG1041.The horizontal coordinates were scaled from a map and have
 BG1041.an estimated accuracy of +/- 6 seconds.
 BG1041
 BG1041.The orthometric height was determined by differential leveling and
 BG1041.adjusted by the NATIONAL GEODETIC SURVEY
 BG1041.in June 1991.
 BG1041
 BG1041.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG1041.GEOID18 height accuracy estimate available here.
 BG1041
 BG1041.Click photographs - Photos may exist for this station.
 BG1041
 BG1041.The dynamic height is computed by dividing the NAVD 88
 BG1041.geopotential number by the normal gravity value computed on the
 BG1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1041.degrees latitude (g = 980.6199 gals.).
 BG1041
 BG1041.The modeled gravity was interpolated from observed gravity values.
 BG1041
 BG1041;                    North         East    Units  Estimated Accuracy
 BG1041;SPC FL N     -   170,930.      388,580.      MT  (+/- 180 meters Scaled)
 BG1041
 BG1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU284768(NAD 83)
 BG1041
 BG1041                          SUPERSEDED SURVEY CONTROL
 BG1041
 BG1041  NGVD 29 (??/??/92)   39.01   (m)          128.0    (f) COMPUTED    2 0
 BG1041
 BG1041.Superseded values are not recommended for survey control.
 BG1041
 BG1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1041.See file dsdata.pdf to determine how the superseded data were derived.
 BG1041
 BG1041_MARKER: DD = SURVEY DISK
 BG1041_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG1041_STAMPING: 195
 BG1041_MARK LOGO: USACE
 BG1041_PROJECTION: PROJECTING 10 CENTIMETERS
 BG1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG1041
 BG1041  HISTORY     - Date     Condition        Report By
 BG1041  HISTORY     - UNK      MONUMENTED       USACE
 BG1041  HISTORY     - 1953     GOOD             CGS
 BG1041
 BG1041                          STATION DESCRIPTION
 BG1041
 BG1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BG1041'17.2 MI NW FROM FORT WALTON.
 BG1041'6.4 MILES NORTHEAST ALONG STATE HIGHWAY 85 FROM THE JUNCTION OF
 BG1041'U.S. HIGHWAY 98 AT FORT WALTON, THENCE ABOUT 1.9 MILES NORTHWEST
 BG1041'ALONG HOLT-EGLIN FIELD ROAD, THENCE ABOUT 0.6 MILE SOUTHWEST ALONG
 BG1041'A SURFACED ROAD, ABOUT 6.6 MILES NORTHWEST AND WEST ALONG GRADED
 BG1041'ROAD NO. 234, THENCE ABOUT 1.05 MILES NORTH ALONG SAND ROAD NO. 55,
 BG1041'THENCE ABOUT 0.6 MILE SOUTHWEST ALONG AN IMPROVED ROAD, 882 FEET
 BG1041'SOUTHWEST OF WEST CORNER OF CONCRETE FOUNDATION OF AN OBSERVATION
 BG1041'TOWER, 42 FEET SOUTH OF CENTER OF AN EAST-WEST SAND ROAD, IN
 BG1041'APPROXIMATE CENTER OF A CLEARING EXTENDING SOUTHWEST FROM TOWER
 BG1041'TO A TARGET, BETWEEN TWO WHITE WOODEN WITNESS POSTS, AND SET IN
 BG1041'THE TOP OF A 5-INCH CONCRETE POST PROJECTING 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0101 ***********************************************************************
 AG0101  DESIGNATION -  196
 AG0101  PID         -  AG0101
 AG0101  STATE/COUNTY-  FL/PINELLAS
 AG0101  COUNTRY     -  US
 AG0101  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0101
 AG0101                         *CURRENT SURVEY CONTROL
 AG0101  ______________________________________________________________________
 AG0101* NAD 83(1986) POSITION- 27 42 38.1    (N) 082 44 07.1    (W)   HD_HELD2
 AG0101* NAVD 88 ORTHO HEIGHT -     0.989 (meters)        3.24  (feet) ADJUSTED
 AG0101  ______________________________________________________________________
 AG0101  GEOID HEIGHT    -        -24.350 (meters)                     GEOID18
 AG0101  DYNAMIC HEIGHT  -          0.987 (meters)        3.24  (feet) COMP
 AG0101  MODELED GRAVITY -    979,170.5   (mgal)                       NAVD 88
 AG0101
 AG0101  VERT ORDER      -  SECOND    CLASS II
 AG0101
 AG0101.The horizontal coordinates were established by autonomous hand held GPS
 AG0101.observations and have an estimated accuracy of +/- 10 meters.
 AG0101
 AG0101.The orthometric height was determined by differential leveling and
 AG0101.adjusted by the NATIONAL GEODETIC SURVEY
 AG0101.in June 1991.
 AG0101
 AG0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0101.GEOID18 height accuracy estimate available here.
 AG0101
 AG0101.Click photographs - Photos may exist for this station.
 AG0101
 AG0101.The dynamic height is computed by dividing the NAVD 88
 AG0101.geopotential number by the normal gravity value computed on the
 AG0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0101.degrees latitude (g = 980.6199 gals.).
 AG0101
 AG0101.The modeled gravity was interpolated from observed gravity values.
 AG0101
 AG0101;                    North         East    Units  Estimated Accuracy
 AG0101;SPC FL W     -   374,355.      127,485.      MT  (+/- 10 meters HH2 GPS)
 AG0101
 AG0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2891166347(NAD 83)
 AG0101
 AG0101                          SUPERSEDED SURVEY CONTROL
 AG0101
 AG0101  NGVD 29 (??/??/92)    1.272  (m)            4.17   (f) ADJ UNCH    2 2
 AG0101
 AG0101.Superseded values are not recommended for survey control.
 AG0101
 AG0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0101.See file dsdata.pdf to determine how the superseded data were derived.
 AG0101
 AG0101_MARKER: DB = BENCH MARK DISK
 AG0101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0101_SP_SET: SEAWALL
 AG0101_STAMPING: 196
 AG0101_MARK LOGO: FLSRD
 AG0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0101+STABILITY: SURFACE MOTION
 AG0101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0101+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2006
 AG0101
 AG0101  HISTORY     - Date     Condition        Report By
 AG0101  HISTORY     - UNK      MONUMENTED       FLHD
 AG0101  HISTORY     - 1975     GOOD             FLDT
 AG0101  HISTORY     - 19990202 GOOD             USPSQD
 AG0101  HISTORY     - 20000130 GOOD             USPSQD
 AG0101  HISTORY     - 20010302 GOOD             USPSQD
 AG0101  HISTORY     - 20010331 GOOD             NGS
 AG0101  HISTORY     - 20061114 GOOD             USPSQD
 AG0101
 AG0101                          STATION DESCRIPTION
 AG0101
 AG0101'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0101'AT ST PETERSBURG BEACH.
 AG0101'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET)
 AG0101'AND 54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN WESTERLY ON
 AG0101'PINELLAS BAYWAY FOR 3.75 MILE TO THE T JUNCTION OF E. MARITANA
 AG0101'DRIVE.  STATION ON RIGHT, 71.2 FT. N/NE OF THE CENTERLINE OF
 AG0101'PINELLAS BAYWAY, 68.0 FT. EAST OF THE CENTERLINE OF E. MARITANA
 AG0101'DRIVE, 27.5 FT. EAST OF THE WEST END OF CONCRETE SEAWALL.  SET IN
 AG0101'TOP OF A CONCRETE SEAWALL.  SECTION 7, T 32S, R 16E
 AG0101
 AG0101                          STATION RECOVERY (1999)
 AG0101
 AG0101'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0101'RECOVERED IN GOOD CONDITION.
 AG0101
 AG0101                          STATION RECOVERY (2000)
 AG0101
 AG0101'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0101'RECOVERED IN GOOD CONDITION.
 AG0101
 AG0101                          STATION RECOVERY (2001)
 AG0101
 AG0101'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG0101'RECOVERED IN GOOD CONDITION.
 AG0101
 AG0101                          STATION RECOVERY (2001)
 AG0101
 AG0101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0101'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0101
 AG0101                          STATION RECOVERY (2006)
 AG0101
 AG0101'RECOVERY NOTE BY US POWER SQUADRON 2006 (KNB)
 AG0101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1864 ***********************************************************************
 DM1864  DESIGNATION -  19636 A
 DM1864  PID         -  DM1864
 DM1864  STATE/COUNTY-  FL/PASCO
 DM1864  COUNTRY     -  US
 DM1864  USGS QUAD   -  LUTZ (2018)
 DM1864
 DM1864                         *CURRENT SURVEY CONTROL
 DM1864  ______________________________________________________________________
 DM1864* NAD 83(1986) POSITION- 28 10 41.2    (N) 082 28 47.1    (W)   HD_HELD2
 DM1864* NAVD 88 ORTHO HEIGHT -    19.325 (meters)       63.40  (feet) ADJUSTED
 DM1864  ______________________________________________________________________
 DM1864  GEOID HEIGHT    -        -25.457 (meters)                     GEOID18
 DM1864  DYNAMIC HEIGHT  -         19.297 (meters)       63.31  (feet) COMP
 DM1864  MODELED GRAVITY -    979,196.6   (mgal)                       NAVD 88
 DM1864
 DM1864  VERT ORDER      -  FIRST     CLASS II
 DM1864
 DM1864.The horizontal coordinates were established by autonomous hand held GPS
 DM1864.observations and have an estimated accuracy of +/- 10 meters.
 DM1864
 DM1864.The orthometric height was determined by differential leveling and
 DM1864.adjusted by the NATIONAL GEODETIC SURVEY
 DM1864.in August 2010.
 DM1864
 DM1864.No vertical observational check was made to the station.
 DM1864
 DM1864.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1864.GEOID18 height accuracy estimate available here.
 DM1864
 DM1864.Click photographs - Photos may exist for this station.
 DM1864
 DM1864.The dynamic height is computed by dividing the NAVD 88
 DM1864.geopotential number by the normal gravity value computed on the
 DM1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1864.degrees latitude (g = 980.6199 gals.).
 DM1864
 DM1864.The modeled gravity was interpolated from observed gravity values.
 DM1864
 DM1864;                    North         East    Units  Estimated Accuracy
 DM1864;SPC FL W     -   426,039.      152,891.      MT  (+/- 10 meters HH2 GPS)
 DM1864
 DM1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5473817818(NAD 83)
 DM1864
 DM1864                          SUPERSEDED SURVEY CONTROL
 DM1864
 DM1864.No superseded survey control is available for this station.
 DM1864
 DM1864_MARKER: DD = SURVEY DISK
 DM1864_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1864_STAMPING: 19636 A 2010
 DM1864_MARK LOGO: SWFWMD
 DM1864_PROJECTION: FLUSH
 DM1864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1864+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 DM1864_ROD/PIPE-DEPTH: 13.3 meters
 DM1864
 DM1864  HISTORY     - Date     Condition        Report By
 DM1864  HISTORY     - 20100415 MONUMENTED       FLDEP
 DM1864
 DM1864                          STATION DESCRIPTION
 DM1864
 DM1864'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1864'THE MARK IS ABOUT 6.9 MI (11.1 KM) EAST OF ODESSA, 6.4 MI (10.3 KM)
 DM1864'SOUTH-SOUTHWEST OF EHREN, 2.2 MI (3.5 KM) NORTH-NORTHWEST OF LUTZ, IN
 DM1864'SECTION 35, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1864'
 DM1864'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1864'ROAD 54 IN LAND O LAKES, GO SOUTH ON U.S. HIGHWAY 41 FOR 0.35 MI (0.6
 DM1864'KM) TO THE Y-JUNCTION OF STATE ROAD 597 (DALE MABRY HIGHWAY) ON THE
 DM1864'RIGHT.  TURN RIGHT ON STATE ROAD 597 (DALE MABRY HIGHWAY) AND GO
 DM1864'SOUTHWEST FOR 1.1 MI (1.8 KM) TO THE INTERSECTION OF COUNTY LINE ROAD.
 DM1864'TURN RIGHT ON COUNTY LINE ROAD AND GO WEST FOR 0.2 MI (0.3 KM) TO THE
 DM1864'JUNCTION OF LAKE COMO DRIVE ON THE RIGHT.  TURN RIGHT ON LAKE COMO
 DM1864'DRIVE AND GO NORTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF MOSS BEND
 DM1864'COURT ON THE LEFT.  TURN LEFT ON MOSS BEND COURT AND GO WEST FOR 0.1
 DM1864'MI (0.2 KM) TO THE WEST END OF THE PROPERTY AT 20341 MOSS BEND COURT
 DM1864'AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 43.7 FT
 DM1864'(13.3 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE
 DM1864'FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY.
 DM1864'
 DM1864'LOCATED 104.2 FT (31.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A BROWN
 DM1864'COLORED SHED, 93.0 FT (28.3 M) SOUTH OF SURVEY MARK 19636 B, 63.6 FT
 DM1864'(19.4 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF 2 METAL GATES AND
 DM1864'3.2 FT (1.0 M) NORTH OF A CHAIN LINK FENCE.
 DM1864'
 DM1864'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1864'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1865 ***********************************************************************
 DM1865  DESIGNATION -  19636 B
 DM1865  PID         -  DM1865
 DM1865  STATE/COUNTY-  FL/PASCO
 DM1865  COUNTRY     -  US
 DM1865  USGS QUAD   -  LUTZ (2018)
 DM1865
 DM1865                         *CURRENT SURVEY CONTROL
 DM1865  ______________________________________________________________________
 DM1865* NAD 83(1986) POSITION- 28 10 42.5    (N) 082 28 47.3    (W)   HD_HELD2
 DM1865* NAVD 88 ORTHO HEIGHT -    19.511 (meters)       64.01  (feet) ADJUSTED
 DM1865  ______________________________________________________________________
 DM1865  GEOID HEIGHT    -        -25.458 (meters)                     GEOID18
 DM1865  DYNAMIC HEIGHT  -         19.482 (meters)       63.92  (feet) COMP
 DM1865  MODELED GRAVITY -    979,196.6   (mgal)                       NAVD 88
 DM1865
 DM1865  VERT ORDER      -  FIRST     CLASS II
 DM1865
 DM1865.The horizontal coordinates were established by autonomous hand held GPS
 DM1865.observations and have an estimated accuracy of +/- 10 meters.
 DM1865
 DM1865.The orthometric height was determined by differential leveling and
 DM1865.adjusted by the NATIONAL GEODETIC SURVEY
 DM1865.in August 2010.
 DM1865
 DM1865.No vertical observational check was made to the station.
 DM1865
 DM1865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1865.GEOID18 height accuracy estimate available here.
 DM1865
 DM1865.Click photographs - Photos may exist for this station.
 DM1865
 DM1865.The dynamic height is computed by dividing the NAVD 88
 DM1865.geopotential number by the normal gravity value computed on the
 DM1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1865.degrees latitude (g = 980.6199 gals.).
 DM1865
 DM1865.The modeled gravity was interpolated from observed gravity values.
 DM1865
 DM1865;                    North         East    Units  Estimated Accuracy
 DM1865;SPC FL W     -   426,079.      152,886.      MT  (+/- 10 meters HH2 GPS)
 DM1865
 DM1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5473317858(NAD 83)
 DM1865
 DM1865                          SUPERSEDED SURVEY CONTROL
 DM1865
 DM1865.No superseded survey control is available for this station.
 DM1865
 DM1865_MARKER: DD = SURVEY DISK
 DM1865_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1865_STAMPING: 19636 B 2010
 DM1865_MARK LOGO: SWFWMD
 DM1865_PROJECTION: FLUSH
 DM1865_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1865+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 DM1865_ROD/PIPE-DEPTH: 14.5 meters
 DM1865
 DM1865  HISTORY     - Date     Condition        Report By
 DM1865  HISTORY     - 20100415 MONUMENTED       FLDEP
 DM1865
 DM1865                          STATION DESCRIPTION
 DM1865
 DM1865'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1865'THE MARK IS ABOUT 6.9 MI (11.1 KM) EAST OF ODESSA, 6.4 MI (10.3 KM)
 DM1865'SOUTH-SOUTHWEST OF EHREN, 2.2 MI (3.5 KM) NORTH-NORTHWEST OF LUTZ, IN
 DM1865'SECTION 35, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1865'
 DM1865'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1865'ROAD 54 IN LAND O LAKES, GO SOUTH ON U.S. HIGHWAY 41 FOR 0.35 MI (0.6
 DM1865'KM) TO THE Y-JUNCTION OF STATE ROAD 597 (DALE MABRY HIGHWAY) ON THE
 DM1865'RIGHT.  TURN RIGHT ON STATE ROAD 597 (DALE MABRY HIGHWAY) AND GO
 DM1865'SOUTHWEST FOR 1.1 MI (1.8 KM) TO THE INTERSECTION OF COUNTY LINE ROAD.
 DM1865'TURN RIGHT ON COUNTY LINE ROAD AND GO WEST FOR 0.2 MI (0.3 KM) TO THE
 DM1865'JUNCTION OF LAKE COMO DRIVE ON THE RIGHT.  TURN RIGHT ON LAKE COMO
 DM1865'DRIVE AND GO NORTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF MOSS BEND
 DM1865'COURT ON THE LEFT.  TURN LEFT ON MOSS BEND COURT AND GO WEST FOR 0.1
 DM1865'MI (0.2 KM) TO THE WEST END OF THE PROPERTY AT 20341 MOSS BEND COURT
 DM1865'AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 47.6 FT
 DM1865'(14.5 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE
 DM1865'FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY.
 DM1865'
 DM1865'LOCATED 93.0 FT (28.3 M) NORTH OF SURVEY MARK 19636 A, 84.0 FT (25.6
 DM1865'M) NORTHWEST OF THE APPROXIMATE CENTER OF 2 METAL GATES, 81.2 FT (24.7
 DM1865'M) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A BROWN COLORED SHED,
 DM1865'75.0 FT (22.9 M) EAST OF A WATER STAFF AND 3.0 FT (0.9 M) SOUTH OF A
 DM1865'CHAIN LINK FENCE.
 DM1865'
 DM1865'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1865'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1877 ***********************************************************************
 DM1877  DESIGNATION -  19641 A
 DM1877  PID         -  DM1877
 DM1877  STATE/COUNTY-  FL/PASCO
 DM1877  COUNTRY     -  US
 DM1877  USGS QUAD   -  ODESSA (2018)
 DM1877
 DM1877                         *CURRENT SURVEY CONTROL
 DM1877  ______________________________________________________________________
 DM1877* NAD 83(1986) POSITION- 28 11 04.0    (N) 082 30 26.7    (W)   HD_HELD2
 DM1877* NAVD 88 ORTHO HEIGHT -    17.793 (meters)       58.38  (feet) ADJUSTED
 DM1877  ______________________________________________________________________
 DM1877  GEOID HEIGHT    -        -25.433 (meters)                     GEOID18
 DM1877  DYNAMIC HEIGHT  -         17.767 (meters)       58.29  (feet) COMP
 DM1877  MODELED GRAVITY -    979,201.5   (mgal)                       NAVD 88
 DM1877
 DM1877  VERT ORDER      -  FIRST     CLASS II
 DM1877
 DM1877.The horizontal coordinates were established by autonomous hand held GPS
 DM1877.observations and have an estimated accuracy of +/- 10 meters.
 DM1877
 DM1877.The orthometric height was determined by differential leveling and
 DM1877.adjusted by the NATIONAL GEODETIC SURVEY
 DM1877.in August 2010.
 DM1877
 DM1877.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1877.GEOID18 height accuracy estimate available here.
 DM1877
 DM1877.Click photographs - Photos may exist for this station.
 DM1877
 DM1877.The dynamic height is computed by dividing the NAVD 88
 DM1877.geopotential number by the normal gravity value computed on the
 DM1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1877.degrees latitude (g = 980.6199 gals.).
 DM1877
 DM1877.The modeled gravity was interpolated from observed gravity values.
 DM1877
 DM1877;                    North         East    Units  Estimated Accuracy
 DM1877;SPC FL W     -   426,752.      150,177.      MT  (+/- 10 meters HH2 GPS)
 DM1877
 DM1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5203018553(NAD 83)
 DM1877
 DM1877                          SUPERSEDED SURVEY CONTROL
 DM1877
 DM1877.No superseded survey control is available for this station.
 DM1877
 DM1877_MARKER: DD = SURVEY DISK
 DM1877_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1877_STAMPING: 19641 A 2010
 DM1877_MARK LOGO: SWFWMD
 DM1877_PROJECTION: FLUSH
 DM1877_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1877+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2010
 DM1877_ROD/PIPE-DEPTH: 8.3 meters
 DM1877
 DM1877  HISTORY     - Date     Condition        Report By
 DM1877  HISTORY     - 20100416 MONUMENTED       FLDEP
 DM1877
 DM1877                          STATION DESCRIPTION
 DM1877
 DM1877'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1877'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF EHREN, 5.2 MI
 DM1877'(8.4 KM) EAST OF ODESSA, 3.6 MI (5.8 KM) NORTHWEST OF LUTZ, IN SECTION
 DM1877'33, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1877'
 DM1877'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1877'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1877'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1877'ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE PAVED ROAD FOR 0.3 MI (0.5
 DM1877'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1877'ROAD FOR 0.5 MI (0.8 KM) TO A WELL SITE ON THE LEFT AND A DIRT ROAD ON
 DM1877'THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTHEAST AND SOUTH FOR
 DM1877'0.5 MI (0.8 KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT,
 DM1877'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 27.3 FT (8.3 M) WITH
 DM1877'AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE
 DM1877'GROUND AND LEVEL WITH THE DIRT ROAD.
 DM1877'
 DM1877'LOCATED 49.6 FT (15.1 M) EAST-SOUTHEAST OF SURVEY MARK 19641 B, 13.1
 DM1877'FT (4.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF AN EAST-WEST DIRT
 DM1877'ROAD LEADING TO A WELL HEAD AND 2.2 FT (0.7 M) SOUTH OF A CARSONITE
 DM1877'WITNESS POST.
 DM1877'
 DM1877'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1877'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1878 ***********************************************************************
 DM1878  DESIGNATION -  19641 B
 DM1878  PID         -  DM1878
 DM1878  STATE/COUNTY-  FL/PASCO
 DM1878  COUNTRY     -  US
 DM1878  USGS QUAD   -  ODESSA (2018)
 DM1878
 DM1878                         *CURRENT SURVEY CONTROL
 DM1878  ______________________________________________________________________
 DM1878* NAD 83(1986) POSITION- 28 11 04.0    (N) 082 30 27.2    (W)   HD_HELD2
 DM1878* NAVD 88 ORTHO HEIGHT -    17.814 (meters)       58.44  (feet) ADJUSTED
 DM1878  ______________________________________________________________________
 DM1878  GEOID HEIGHT    -        -25.433 (meters)                     GEOID18
 DM1878  DYNAMIC HEIGHT  -         17.788 (meters)       58.36  (feet) COMP
 DM1878  MODELED GRAVITY -    979,201.5   (mgal)                       NAVD 88
 DM1878
 DM1878  VERT ORDER      -  FIRST     CLASS II
 DM1878
 DM1878.The horizontal coordinates were established by autonomous hand held GPS
 DM1878.observations and have an estimated accuracy of +/- 10 meters.
 DM1878
 DM1878.The orthometric height was determined by differential leveling and
 DM1878.adjusted by the NATIONAL GEODETIC SURVEY
 DM1878.in August 2010.
 DM1878
 DM1878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1878.GEOID18 height accuracy estimate available here.
 DM1878
 DM1878.Click photographs - Photos may exist for this station.
 DM1878
 DM1878.The dynamic height is computed by dividing the NAVD 88
 DM1878.geopotential number by the normal gravity value computed on the
 DM1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1878.degrees latitude (g = 980.6199 gals.).
 DM1878
 DM1878.The modeled gravity was interpolated from observed gravity values.
 DM1878
 DM1878;                    North         East    Units  Estimated Accuracy
 DM1878;SPC FL W     -   426,752.      150,164.      MT  (+/- 10 meters HH2 GPS)
 DM1878
 DM1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5201618554(NAD 83)
 DM1878
 DM1878                          SUPERSEDED SURVEY CONTROL
 DM1878
 DM1878.No superseded survey control is available for this station.
 DM1878
 DM1878_MARKER: DD = SURVEY DISK
 DM1878_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1878_STAMPING: 19641 B 2010
 DM1878_MARK LOGO: SWFWMD
 DM1878_PROJECTION: FLUSH
 DM1878_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1878_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1878+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2010
 DM1878_ROD/PIPE-DEPTH: 8.7 meters
 DM1878
 DM1878  HISTORY     - Date     Condition        Report By
 DM1878  HISTORY     - 20100416 MONUMENTED       FLDEP
 DM1878
 DM1878                          STATION DESCRIPTION
 DM1878
 DM1878'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1878'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF EHREN, 5.2 MI
 DM1878'(8.4 KM) EAST OF ODESSA, 3.6 MI (5.8 KM) NORTHWEST OF LUTZ, IN SECTION
 DM1878'33, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1878'
 DM1878'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1878'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1878'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1878'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1878'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1878'ROAD FOR 0.5 MI (0.8 KM) TO A WELL SITE ON THE LEFT AND A DIRT ROAD ON
 DM1878'THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTHEAST AND SOUTH FOR
 DM1878'0.5 MI (0.8 KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT,
 DM1878'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 28.5 FT (8.7 M) WITH
 DM1878'AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE
 DM1878'GROUND AND LEVEL WITH THE DIRT ROAD.
 DM1878'
 DM1878'LOCATED 49.6 FT (15.1 M) WEST-NORTHWEST OF SURVEY MARK 19641 B, 3.8 FT
 DM1878'(1.2 M) NORTH OF THE APPROXIMATE EXTENDED CENTERLINE OF AN EAST-WEST
 DM1878'DIRT ROAD LEADING TO A WELL HEAD AND 1.7 FT (0.5 M) SOUTH OF A
 DM1878'CARSONITE WITNESS POST.
 DM1878'
 DM1878'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1878'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1852 ***********************************************************************
 DM1852  DESIGNATION -  19678 A
 DM1852  PID         -  DM1852
 DM1852  STATE/COUNTY-  FL/PASCO
 DM1852  COUNTRY     -  US
 DM1852  USGS QUAD   -  LUTZ (2018)
 DM1852
 DM1852                         *CURRENT SURVEY CONTROL
 DM1852  ______________________________________________________________________
 DM1852* NAD 83(1986) POSITION- 28 11 01.1    (N) 082 29 24.7    (W)   HD_HELD2
 DM1852* NAVD 88 ORTHO HEIGHT -    20.222 (meters)       66.35  (feet) ADJUSTED
 DM1852  ______________________________________________________________________
 DM1852  GEOID HEIGHT    -        -25.456 (meters)                     GEOID18
 DM1852  DYNAMIC HEIGHT  -         20.193 (meters)       66.25  (feet) COMP
 DM1852  MODELED GRAVITY -    979,197.9   (mgal)                       NAVD 88
 DM1852
 DM1852  VERT ORDER      -  FIRST     CLASS II
 DM1852
 DM1852.The horizontal coordinates were established by autonomous hand held GPS
 DM1852.observations and have an estimated accuracy of +/- 10 meters.
 DM1852
 DM1852.The orthometric height was determined by differential leveling and
 DM1852.adjusted by the NATIONAL GEODETIC SURVEY
 DM1852.in August 2010.
 DM1852
 DM1852.No vertical observational check was made to the station.
 DM1852
 DM1852.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1852.GEOID18 height accuracy estimate available here.
 DM1852
 DM1852.Click photographs - Photos may exist for this station.
 DM1852
 DM1852.The dynamic height is computed by dividing the NAVD 88
 DM1852.geopotential number by the normal gravity value computed on the
 DM1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1852.degrees latitude (g = 980.6199 gals.).
 DM1852
 DM1852.The modeled gravity was interpolated from observed gravity values.
 DM1852
 DM1852;                    North         East    Units  Estimated Accuracy
 DM1852;SPC FL W     -   426,656.      151,868.      MT  (+/- 10 meters HH2 GPS)
 DM1852
 DM1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5372018443(NAD 83)
 DM1852
 DM1852                          SUPERSEDED SURVEY CONTROL
 DM1852
 DM1852.No superseded survey control is available for this station.
 DM1852
 DM1852_MARKER: DD = SURVEY DISK
 DM1852_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1852_STAMPING: 19678 A 2010
 DM1852_MARK LOGO: SWFWMD
 DM1852_PROJECTION: FLUSH
 DM1852_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1852+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2010
 DM1852_ROD/PIPE-DEPTH: 4.1 meters
 DM1852
 DM1852  HISTORY     - Date     Condition        Report By
 DM1852  HISTORY     - 20100403 MONUMENTED       FLDEP
 DM1852
 DM1852                          STATION DESCRIPTION
 DM1852
 DM1852'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1852'THE MARK IS ABOUT 6.2 MI (10.0 KM) EAST OF ODESSA, 6.2 MI (10.0 KM)
 DM1852'SOUTH-SOUTHWEST OF EHREN, 2.9 MI (4.7 KM) NORTHWEST OF LUTZ, IN
 DM1852'SECTION 34, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1852'
 DM1852'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1852'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 1.25 MI (2.0 KM)
 DM1852'TO THE JUNCTION OF HENLEY ROAD ON THE LEFT.  TURN LEFT ON HENLEY ROAD
 DM1852'AND GO SOUTH FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF A GATED DIRT ROAD
 DM1852'ON THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO WEST THROUGH THE
 DM1852'GATE FOR 0.3 MI (0.5 KM) TO A WELL SITE ON THE LEFT AND THE MARK ON
 DM1852'THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 13.3 FT (4.1
 DM1852'M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH
 DM1852'WITH THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DM1852'
 DM1852'LOCATED 249.5 FT (76.0 M) SOUTHWEST OF A POWER POLE NUMBER 2-67363,
 DM1852'157.6 FT (48.0 M) SOUTHEAST OF SURVEY MARK 19678 B, 22.5 FT (6.9 M)
 DM1852'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 21.1 FT (6.4
 DM1852'M) WEST-SOUTHWEST OF THE SOUTH WELL HEAD AND 1.6 FT (0.5 M) NORTHWEST
 DM1852'OF A CARSONITE WITNESS POST.
 DM1852'
 DM1852'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1852'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DM1852'
 DM1852'OWNERSHIP CONTACT FRANK MORSANI.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1853 ***********************************************************************
 DM1853  DESIGNATION -  19678 B
 DM1853  PID         -  DM1853
 DM1853  STATE/COUNTY-  FL/PASCO
 DM1853  COUNTRY     -  US
 DM1853  USGS QUAD   -  LUTZ (2018)
 DM1853
 DM1853                         *CURRENT SURVEY CONTROL
 DM1853  ______________________________________________________________________
 DM1853* NAD 83(1986) POSITION- 28 11 02.9    (N) 082 29 25.7    (W)   HD_HELD2
 DM1853* NAVD 88 ORTHO HEIGHT -    19.631 (meters)       64.41  (feet) ADJUSTED
 DM1853  ______________________________________________________________________
 DM1853  GEOID HEIGHT    -        -25.457 (meters)                     GEOID18
 DM1853  DYNAMIC HEIGHT  -         19.602 (meters)       64.31  (feet) COMP
 DM1853  MODELED GRAVITY -    979,197.9   (mgal)                       NAVD 88
 DM1853
 DM1853  VERT ORDER      -  FIRST     CLASS II
 DM1853
 DM1853.The horizontal coordinates were established by autonomous hand held GPS
 DM1853.observations and have an estimated accuracy of +/- 10 meters.
 DM1853
 DM1853.The orthometric height was determined by differential leveling and
 DM1853.adjusted by the NATIONAL GEODETIC SURVEY
 DM1853.in August 2010.
 DM1853
 DM1853.No vertical observational check was made to the station.
 DM1853
 DM1853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1853.GEOID18 height accuracy estimate available here.
 DM1853
 DM1853.Click photographs - Photos may exist for this station.
 DM1853
 DM1853.The dynamic height is computed by dividing the NAVD 88
 DM1853.geopotential number by the normal gravity value computed on the
 DM1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1853.degrees latitude (g = 980.6199 gals.).
 DM1853
 DM1853.The modeled gravity was interpolated from observed gravity values.
 DM1853
 DM1853;                    North         East    Units  Estimated Accuracy
 DM1853;SPC FL W     -   426,712.      151,841.      MT  (+/- 10 meters HH2 GPS)
 DM1853
 DM1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5369318499(NAD 83)
 DM1853
 DM1853                          SUPERSEDED SURVEY CONTROL
 DM1853
 DM1853.No superseded survey control is available for this station.
 DM1853
 DM1853_MARKER: DD = SURVEY DISK
 DM1853_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1853_STAMPING: 19678 B 2010
 DM1853_MARK LOGO: SWFWMD
 DM1853_PROJECTION: FLUSH
 DM1853_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1853+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2010
 DM1853_ROD/PIPE-DEPTH: 8.9 meters
 DM1853
 DM1853  HISTORY     - Date     Condition        Report By
 DM1853  HISTORY     - 20100403 MONUMENTED       FLDEP
 DM1853
 DM1853                          STATION DESCRIPTION
 DM1853
 DM1853'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1853'THE MARK IS ABOUT 6.2 MI (10.1 KM) EAST OF ODESSA, 6.2 MI (10.0 KM)
 DM1853'SOUTH-SOUTHWEST OF EHREN, 2.9 MI (4.6 KM) NORTHWEST OF LUTZ, IN
 DM1853'SECTION 34, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1853'
 DM1853'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1853'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 1.25 MI (2.0 KM)
 DM1853'TO THE JUNCTION OF HENLEY ROAD ON THE LEFT, TURN LEFT ON HENLEY ROAD
 DM1853'AND GO SOUTH FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF A GATED DIRT ROAD
 DM1853'ON THE RIGHT, TURN RIGHT ON THE DIRT ROAD AND GO WEST THROUGH THE GATE
 DM1853'FOR 0.3 MI (0.5 KM) TO A WELL SITE ON THE LEFT AND THE MARK ON THE
 DM1853'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 29.2 FT (8.9 M)
 DM1853'WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH
 DM1853'THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DM1853'
 DM1853'LOCATED 196.1 FT (59.8 M) WEST-SOUTHWEST OF A POWER POLE NUMBER
 DM1853'2-67363, 157.6 FT (48.0 M) NORTHWEST OF SURVEY MARK 19678 A, 119.3 FT
 DM1853'(36.4 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD AND
 DM1853'1.6 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DM1853'
 DM1853'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1853'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DM1853'
 DM1853'OWNERSHIP CONTACT FRANK MORSANI.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1890 ***********************************************************************
 DM1890  DESIGNATION -  19679 A
 DM1890  PID         -  DM1890
 DM1890  STATE/COUNTY-  FL/PASCO
 DM1890  COUNTRY     -  US
 DM1890  USGS QUAD   -  ODESSA (2018)
 DM1890
 DM1890                         *CURRENT SURVEY CONTROL
 DM1890  ______________________________________________________________________
 DM1890* NAD 83(1986) POSITION- 28 10 38.4    (N) 082 30 57.7    (W)   HD_HELD2
 DM1890* NAVD 88 ORTHO HEIGHT -    17.645 (meters)       57.89  (feet) ADJUSTED
 DM1890  ______________________________________________________________________
 DM1890  GEOID HEIGHT    -        -25.403 (meters)                     GEOID18
 DM1890  DYNAMIC HEIGHT  -         17.620 (meters)       57.81  (feet) COMP
 DM1890  MODELED GRAVITY -    979,201.5   (mgal)                       NAVD 88
 DM1890
 DM1890  VERT ORDER      -  FIRST     CLASS II
 DM1890
 DM1890.The horizontal coordinates were established by autonomous hand held GPS
 DM1890.observations and have an estimated accuracy of +/- 10 meters.
 DM1890
 DM1890.The orthometric height was determined by differential leveling and
 DM1890.adjusted by the NATIONAL GEODETIC SURVEY
 DM1890.in August 2010.
 DM1890
 DM1890.No vertical observational check was made to the station.
 DM1890
 DM1890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1890.GEOID18 height accuracy estimate available here.
 DM1890
 DM1890.Click photographs - Photos may exist for this station.
 DM1890
 DM1890.The dynamic height is computed by dividing the NAVD 88
 DM1890.geopotential number by the normal gravity value computed on the
 DM1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1890.degrees latitude (g = 980.6199 gals.).
 DM1890
 DM1890.The modeled gravity was interpolated from observed gravity values.
 DM1890
 DM1890;                    North         East    Units  Estimated Accuracy
 DM1890;SPC FL W     -   425,968.      149,328.      MT  (+/- 10 meters HH2 GPS)
 DM1890
 DM1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5117517776(NAD 83)
 DM1890
 DM1890                          SUPERSEDED SURVEY CONTROL
 DM1890
 DM1890.No superseded survey control is available for this station.
 DM1890
 DM1890_MARKER: Z = SEE DESCRIPTION
 DM1890_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1890+WITH SETTING: INFORMATION.
 DM1890_STAMPING: 19679-A 2008
 DM1890_MARK LOGO: SWFWMD
 DM1890_PROJECTION: FLUSH
 DM1890_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1890+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DM1890_ROD/PIPE-DEPTH: 3.0 meters
 DM1890
 DM1890  HISTORY     - Date     Condition        Report By
 DM1890  HISTORY     - 20080306 MONUMENTED       SWFWMD
 DM1890  HISTORY     - 20100401 GOOD             FLDEP
 DM1890
 DM1890                          STATION DESCRIPTION
 DM1890
 DM1890'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DM1890'THE MARK IS ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF EHREN, 4.8 MI (7.7 KM)
 DM1890'EAST-SOUTHEAST OF ODESSA, 3.8 MI (6.1 KM) WEST-NORTHWEST OF LUTZ, IN
 DM1890'SECTION 33, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1890'
 DM1890'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1890'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1890'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1890'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1890'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1890'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1890'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.8 MI (1.3 KM)
 DM1890'TO THE JUNCTION OF A PAVED ROAD ON THE LEFT.  CONTINUE SOUTH ON THE
 DM1890'PAVED ROAD FOR 0.05 MI (0.1 KM) TO A WELL SITE ON THE RIGHT AND THE
 DM1890'MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DM1890'OF 10.0 FT (3.0 M) WITH AN ALUMINUM DISK SURROUNDED BY A MASS OF
 DM1890'CONCRETE FLUSH WITH THE GROUND AND ABOUT 0.5 FT (0.2 M) BELOW THE
 DM1890'LEVEL OF THE PAVED ROAD.
 DM1890'
 DM1890'LOCATED 71.4 FT (21.8 M) WEST OF THE APPROXIMATE CENTERLINE OF A PAVED
 DM1890'ROAD, 55.6 FT (16.9 M) SOUTH OF SURVEY MARK 19679 B, 53.8 FT (16.4 M)
 DM1890'SOUTH-SOUTHEAST OF A POWER POLE, 25.7 FT (7.8 M) SOUTH-SOUTHWEST OF
 DM1890'THE SOUTHWEST CHAIN LINK FENCE CORNER POST AND 7.2 FT (2.2 M) EAST OF
 DM1890'A CARSONITE WITNESS POST.
 DM1890'
 DM1890'NOTE A MAGNET IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1889 ***********************************************************************
 DM1889  DESIGNATION -  19679 B
 DM1889  PID         -  DM1889
 DM1889  STATE/COUNTY-  FL/PASCO
 DM1889  COUNTRY     -  US
 DM1889  USGS QUAD   -  ODESSA (2018)
 DM1889
 DM1889                         *CURRENT SURVEY CONTROL
 DM1889  ______________________________________________________________________
 DM1889* NAD 83(1986) POSITION- 28 10 39.0    (N) 082 30 57.5    (W)   HD_HELD2
 DM1889* NAVD 88 ORTHO HEIGHT -    17.598 (meters)       57.74  (feet) ADJUSTED
 DM1889  ______________________________________________________________________
 DM1889  GEOID HEIGHT    -        -25.404 (meters)                     GEOID18
 DM1889  DYNAMIC HEIGHT  -         17.573 (meters)       57.65  (feet) COMP
 DM1889  MODELED GRAVITY -    979,201.5   (mgal)                       NAVD 88
 DM1889
 DM1889  VERT ORDER      -  FIRST     CLASS II
 DM1889
 DM1889.The horizontal coordinates were established by autonomous hand held GPS
 DM1889.observations and have an estimated accuracy of +/- 10 meters.
 DM1889
 DM1889.The orthometric height was determined by differential leveling and
 DM1889.adjusted by the NATIONAL GEODETIC SURVEY
 DM1889.in August 2010.
 DM1889
 DM1889.No vertical observational check was made to the station.
 DM1889
 DM1889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1889.GEOID18 height accuracy estimate available here.
 DM1889
 DM1889.Click photographs - Photos may exist for this station.
 DM1889
 DM1889.The dynamic height is computed by dividing the NAVD 88
 DM1889.geopotential number by the normal gravity value computed on the
 DM1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1889.degrees latitude (g = 980.6199 gals.).
 DM1889
 DM1889.The modeled gravity was interpolated from observed gravity values.
 DM1889
 DM1889;                    North         East    Units  Estimated Accuracy
 DM1889;SPC FL W     -   425,986.      149,334.      MT  (+/- 10 meters HH2 GPS)
 DM1889
 DM1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5118117795(NAD 83)
 DM1889
 DM1889                          SUPERSEDED SURVEY CONTROL
 DM1889
 DM1889.No superseded survey control is available for this station.
 DM1889
 DM1889_MARKER: Z = SEE DESCRIPTION
 DM1889_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1889+WITH SETTING: INFORMATION.
 DM1889_STAMPING: 19679-B 2008
 DM1889_MARK LOGO: SWFWMD
 DM1889_PROJECTION: FLUSH
 DM1889_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1889+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DM1889_ROD/PIPE-DEPTH: 3.0 meters
 DM1889
 DM1889  HISTORY     - Date     Condition        Report By
 DM1889  HISTORY     - 20080306 MONUMENTED       SWFWMD
 DM1889  HISTORY     - 20100401 GOOD             FLDEP
 DM1889
 DM1889                          STATION DESCRIPTION
 DM1889
 DM1889'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DM1889'THE MARK IS ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF EHREN, 4.8 MI (7.7 KM)
 DM1889'EAST-SOUTHEAST OF ODESSA, 3.8 MI (6.1 KM) WEST-NORTHWEST OF LUTZ, IN
 DM1889'SECTION 33, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1889'
 DM1889'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1889'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1889'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1889'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1889'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1889'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1889'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.8 MI (1.3 KM)
 DM1889'TO THE JUNCTION OF A PAVED ROAD ON THE LEFT.  CONTINUE SOUTH ON THE
 DM1889'PAVED ROAD FOR 0.05 MI (0.1 KM) TO A WELL SITE ON THE RIGHT AND THE
 DM1889'MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DM1889'OF 10.0 FT (3.0 M) WITH AN ALUMINUM DISK SURROUNDED BY A MASS OF
 DM1889'CONCRETE FLUSH WITH THE GROUND AND ABOUT 0.5 FT (0.2 M) BELOW THE
 DM1889'LEVEL OF THE PAVED ROAD.
 DM1889'
 DM1889'LOCATED 62.4 FT (19.0 M) WEST OF THE APPROXIMATE CENTERLINE OF A PAVED
 DM1889'ROAD, 55.6 FT (16.9 M) NORTH OF SURVEY MARK 19679 A, 20.7 FT (6.3 M)
 DM1889'NORTH-NORTHWEST OF THE NORTHWEST CHAIN LINK FENCE CORNER POST, 12.8 FT
 DM1889'(3.9 M) EAST OF A POWER POLE AND 5.2 FT (1.6 M) EAST OF A CARSONITE
 DM1889'WITNESS POST.
 DM1889'
 DM1889'NOTE A MAGNET IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1885 ***********************************************************************
 DM1885  DESIGNATION -  19682 A
 DM1885  PID         -  DM1885
 DM1885  STATE/COUNTY-  FL/PASCO
 DM1885  COUNTRY     -  US
 DM1885  USGS QUAD   -  ODESSA (2018)
 DM1885
 DM1885                         *CURRENT SURVEY CONTROL
 DM1885  ______________________________________________________________________
 DM1885* NAD 83(1986) POSITION- 28 10 42.2    (N) 082 30 43.6    (W)   HD_HELD2
 DM1885* NAVD 88 ORTHO HEIGHT -    18.027 (meters)       59.14  (feet) ADJUSTED
 DM1885  ______________________________________________________________________
 DM1885  GEOID HEIGHT    -        -25.411 (meters)                     GEOID18
 DM1885  DYNAMIC HEIGHT  -         18.001 (meters)       59.06  (feet) COMP
 DM1885  MODELED GRAVITY -    979,201.4   (mgal)                       NAVD 88
 DM1885
 DM1885  VERT ORDER      -  FIRST     CLASS II
 DM1885
 DM1885.The horizontal coordinates were established by autonomous hand held GPS
 DM1885.observations and have an estimated accuracy of +/- 10 meters.
 DM1885
 DM1885.The orthometric height was determined by differential leveling and
 DM1885.adjusted by the NATIONAL GEODETIC SURVEY
 DM1885.in August 2010.
 DM1885
 DM1885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1885.GEOID18 height accuracy estimate available here.
 DM1885
 DM1885.Click photographs - Photos may exist for this station.
 DM1885
 DM1885.The dynamic height is computed by dividing the NAVD 88
 DM1885.geopotential number by the normal gravity value computed on the
 DM1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1885.degrees latitude (g = 980.6199 gals.).
 DM1885
 DM1885.The modeled gravity was interpolated from observed gravity values.
 DM1885
 DM1885;                    North         East    Units  Estimated Accuracy
 DM1885;SPC FL W     -   426,083.      149,714.      MT  (+/- 10 meters HH2 GPS)
 DM1885
 DM1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5156117888(NAD 83)
 DM1885
 DM1885                          SUPERSEDED SURVEY CONTROL
 DM1885
 DM1885.No superseded survey control is available for this station.
 DM1885
 DM1885_MARKER: DD = SURVEY DISK
 DM1885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1885_STAMPING: 19682 A 2010
 DM1885_MARK LOGO: SWFWMD
 DM1885_PROJECTION: FLUSH
 DM1885_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1885+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2010
 DM1885_ROD/PIPE-DEPTH: 7.3 meters
 DM1885
 DM1885  HISTORY     - Date     Condition        Report By
 DM1885  HISTORY     - 20100404 MONUMENTED       FLDEP
 DM1885
 DM1885                          STATION DESCRIPTION
 DM1885
 DM1885'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1885'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF EHREN, 5.0 MI
 DM1885'(8.0 KM) EAST-SOUTHEAST OF ODESSA, 3.6 MI (5.8 KM) WEST-NORTHWEST OF
 DM1885'LUTZ, IN SECTION 33, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1885'
 DM1885'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1885'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1885'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1885'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1885'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1885'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1885'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.8 MI (1.3 KM)
 DM1885'TO THE JUNCTION OF A PAVED ROAD ON THE LEFT.  TURN LEFT ON THE PAVED
 DM1885'ROAD AND GO EAST FOR 0.25 MI (0.4 KM) TO A WELL SITE ON THE LEFT AND
 DM1885'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DM1885'23.9 FT (7.3 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC
 DM1885'PIPE FLUSH WITH THE GROUND AND ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF
 DM1885'THE PAVED ROAD.
 DM1885'
 DM1885'LOCATED 44.1 FT (13.4 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DM1885'DRIVEWAY LEADING TO A GATE, 30.9 FT (9.4 M) NORTH OF THE APPROXIMATE
 DM1885'CENTERLINE OF THE PAVED ROAD, 18.3 FT (5.6 M) WEST OF THE SOUTHWEST
 DM1885'CHAIN LINK FENCE CORNER POST AND 1.5 FT (0.5 M) EAST OF A CARSONITE
 DM1885'WITNESS POST.
 DM1885'
 DM1885'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1885'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1886 ***********************************************************************
 DM1886  DESIGNATION -  19682 B
 DM1886  PID         -  DM1886
 DM1886  STATE/COUNTY-  FL/PASCO
 DM1886  COUNTRY     -  US
 DM1886  USGS QUAD   -  ODESSA (2018)
 DM1886
 DM1886                         *CURRENT SURVEY CONTROL
 DM1886  ______________________________________________________________________
 DM1886* NAD 83(1986) POSITION- 28 10 41.9    (N) 082 30 42.8    (W)   HD_HELD2
 DM1886* NAVD 88 ORTHO HEIGHT -    17.946 (meters)       58.88  (feet) ADJUSTED
 DM1886  ______________________________________________________________________
 DM1886  GEOID HEIGHT    -        -25.411 (meters)                     GEOID18
 DM1886  DYNAMIC HEIGHT  -         17.920 (meters)       58.79  (feet) COMP
 DM1886  MODELED GRAVITY -    979,201.4   (mgal)                       NAVD 88
 DM1886
 DM1886  VERT ORDER      -  FIRST     CLASS II
 DM1886
 DM1886.The horizontal coordinates were established by autonomous hand held GPS
 DM1886.observations and have an estimated accuracy of +/- 10 meters.
 DM1886
 DM1886.The orthometric height was determined by differential leveling and
 DM1886.adjusted by the NATIONAL GEODETIC SURVEY
 DM1886.in August 2010.
 DM1886
 DM1886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1886.GEOID18 height accuracy estimate available here.
 DM1886
 DM1886.Click photographs - Photos may exist for this station.
 DM1886
 DM1886.The dynamic height is computed by dividing the NAVD 88
 DM1886.geopotential number by the normal gravity value computed on the
 DM1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1886.degrees latitude (g = 980.6199 gals.).
 DM1886
 DM1886.The modeled gravity was interpolated from observed gravity values.
 DM1886
 DM1886;                    North         East    Units  Estimated Accuracy
 DM1886;SPC FL W     -   426,074.      149,735.      MT  (+/- 10 meters HH2 GPS)
 DM1886
 DM1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5158317879(NAD 83)
 DM1886
 DM1886                          SUPERSEDED SURVEY CONTROL
 DM1886
 DM1886.No superseded survey control is available for this station.
 DM1886
 DM1886_MARKER: DD = SURVEY DISK
 DM1886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1886_STAMPING: 19682 B 2010
 DM1886_MARK LOGO: SWFWMD
 DM1886_PROJECTION: FLUSH
 DM1886_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1886+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2010
 DM1886_ROD/PIPE-DEPTH: 7.7 meters
 DM1886
 DM1886  HISTORY     - Date     Condition        Report By
 DM1886  HISTORY     - 20100404 MONUMENTED       FLDEP
 DM1886
 DM1886                          STATION DESCRIPTION
 DM1886
 DM1886'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1886'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF EHREN, 5.0 MI
 DM1886'(8.0 KM) EAST-SOUTHEAST OF ODESSA, 3.6 MI (5.8 KM) WEST-NORTHWEST OF
 DM1886'LUTZ, IN SECTION 33, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1886'
 DM1886'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1886'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1886'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1886'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1886'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1886'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1886'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.8 MI (1.3 KM)
 DM1886'TO THE JUNCTION OF A PAVED ROAD ON THE LEFT.  TURN LEFT ON THE PAVED
 DM1886'ROAD AND GO EAST FOR 0.25 MI (0.4 KM) TO A WELL SITE ON THE LEFT AND
 DM1886'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DM1886'25.3 FT (7.7 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC
 DM1886'PIPE FLUSH WITH THE GROUND AND ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF
 DM1886'THE PAVED ROAD.
 DM1886'
 DM1886'LOCATED 41.6 FT (12.7 M) SOUTH-SOUTHEAST OF A POWER POLE WITH 3
 DM1886'TRANSFORMERS ATTACHED, 31.5 FT (9.6 M) NORTH OF THE APPROXIMATE
 DM1886'CENTERLINE OF THE PAVED ROAD, 25.8 FT (7.9 M) EAST OF THE SOUTHEAST
 DM1886'CHAIN LINK FENCE CORNER POST AND 1.3 FT (0.4 M) WEST OF A CARSONITE
 DM1886'WITNESS POST.
 DM1886'
 DM1886'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1886'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1893 ***********************************************************************
 DM1893  DESIGNATION -  19683 A
 DM1893  PID         -  DM1893
 DM1893  STATE/COUNTY-  FL/PASCO
 DM1893  COUNTRY     -  US
 DM1893  USGS QUAD   -  ODESSA (2018)
 DM1893
 DM1893                         *CURRENT SURVEY CONTROL
 DM1893  ______________________________________________________________________
 DM1893* NAD 83(1986) POSITION- 28 10 51.9    (N) 082 31 00.0    (W)   HD_HELD2
 DM1893* NAVD 88 ORTHO HEIGHT -    17.732 (meters)       58.18  (feet) ADJUSTED
 DM1893  ______________________________________________________________________
 DM1893  GEOID HEIGHT    -        -25.412 (meters)                     GEOID18
 DM1893  DYNAMIC HEIGHT  -         17.706 (meters)       58.09  (feet) COMP
 DM1893  MODELED GRAVITY -    979,201.7   (mgal)                       NAVD 88
 DM1893
 DM1893  VERT ORDER      -  FIRST     CLASS II
 DM1893
 DM1893.The horizontal coordinates were established by autonomous hand held GPS
 DM1893.observations and have an estimated accuracy of +/- 10 meters.
 DM1893
 DM1893.The orthometric height was determined by differential leveling and
 DM1893.adjusted by the NATIONAL GEODETIC SURVEY
 DM1893.in August 2010.
 DM1893
 DM1893.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1893.GEOID18 height accuracy estimate available here.
 DM1893
 DM1893.Click photographs - Photos may exist for this station.
 DM1893
 DM1893.The dynamic height is computed by dividing the NAVD 88
 DM1893.geopotential number by the normal gravity value computed on the
 DM1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1893.degrees latitude (g = 980.6199 gals.).
 DM1893
 DM1893.The modeled gravity was interpolated from observed gravity values.
 DM1893
 DM1893;                    North         East    Units  Estimated Accuracy
 DM1893;SPC FL W     -   426,384.      149,268.      MT  (+/- 10 meters HH2 GPS)
 DM1893
 DM1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5111718192(NAD 83)
 DM1893
 DM1893                          SUPERSEDED SURVEY CONTROL
 DM1893
 DM1893.No superseded survey control is available for this station.
 DM1893
 DM1893_MARKER: DD = SURVEY DISK
 DM1893_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1893_STAMPING: 19683 A 2010
 DM1893_MARK LOGO: SWFWMD
 DM1893_PROJECTION: FLUSH
 DM1893_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1893+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DM1893_ROD/PIPE-DEPTH: 7.3 meters
 DM1893
 DM1893  HISTORY     - Date     Condition        Report By
 DM1893  HISTORY     - 20100414 MONUMENTED       FLDEP
 DM1893
 DM1893                          STATION DESCRIPTION
 DM1893
 DM1893'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1893'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF EHREN, 4.7 MI (7.6 KM)
 DM1893'EAST OF ODESSA, 4.0 MI (6.4 KM) WEST-NORTHWEST OF LUTZ, IN SECTION 33,
 DM1893'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1893'
 DM1893'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1893'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1893'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1893'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1893'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1893'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1893'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.65 MI (1.0 KM)
 DM1893'TO THE JUNCTION OF A PAVED ROAD ON THE RIGHT.  TURN RIGHT ON THE PAVED
 DM1893'ROAD AND GO WEST FOR 0.05 MI (0.1 KM) TO A WELL SITE ON THE LEFT AND
 DM1893'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DM1893'23.9 FT (7.3 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC
 DM1893'PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE PAVED ROAD.
 DM1893'
 DM1893'LOCATED 87.2 FT (26.6 M) EAST-SOUTHEAST OF SURVEY MARK 19683 B, 17.8
 DM1893'FT (5.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE PAVED ROAD, 22.0
 DM1893'FT (6.7 M) EAST OF THE CENTER OF A CHAIN LINK FENCE GATE, 2.2 FT (0.7
 DM1893'M) NORTH OF A CHAIN LINK FENCE AND 1.7 FT (0.5 M) NORTH OF A CARSONITE
 DM1893'WITNESS POST.
 DM1893'
 DM1893'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1893'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1894 ***********************************************************************
 DM1894  DESIGNATION -  19683 B
 DM1894  PID         -  DM1894
 DM1894  STATE/COUNTY-  FL/PASCO
 DM1894  COUNTRY     -  US
 DM1894  USGS QUAD   -  ODESSA (2018)
 DM1894
 DM1894                         *CURRENT SURVEY CONTROL
 DM1894  ______________________________________________________________________
 DM1894* NAD 83(1986) POSITION- 28 10 52.0    (N) 082 31 00.9    (W)   HD_HELD2
 DM1894* NAVD 88 ORTHO HEIGHT -    17.644 (meters)       57.89  (feet) ADJUSTED
 DM1894  ______________________________________________________________________
 DM1894  GEOID HEIGHT    -        -25.412 (meters)                     GEOID18
 DM1894  DYNAMIC HEIGHT  -         17.618 (meters)       57.80  (feet) COMP
 DM1894  MODELED GRAVITY -    979,201.7   (mgal)                       NAVD 88
 DM1894
 DM1894  VERT ORDER      -  FIRST     CLASS II
 DM1894
 DM1894.The horizontal coordinates were established by autonomous hand held GPS
 DM1894.observations and have an estimated accuracy of +/- 10 meters.
 DM1894
 DM1894.The orthometric height was determined by differential leveling and
 DM1894.adjusted by the NATIONAL GEODETIC SURVEY
 DM1894.in August 2010.
 DM1894
 DM1894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1894.GEOID18 height accuracy estimate available here.
 DM1894
 DM1894.Click photographs - Photos may exist for this station.
 DM1894
 DM1894.The dynamic height is computed by dividing the NAVD 88
 DM1894.geopotential number by the normal gravity value computed on the
 DM1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1894.degrees latitude (g = 980.6199 gals.).
 DM1894
 DM1894.The modeled gravity was interpolated from observed gravity values.
 DM1894
 DM1894;                    North         East    Units  Estimated Accuracy
 DM1894;SPC FL W     -   426,387.      149,243.      MT  (+/- 10 meters HH2 GPS)
 DM1894
 DM1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5109318196(NAD 83)
 DM1894
 DM1894                          SUPERSEDED SURVEY CONTROL
 DM1894
 DM1894.No superseded survey control is available for this station.
 DM1894
 DM1894_MARKER: DD = SURVEY DISK
 DM1894_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1894_STAMPING: 19683 B 2010
 DM1894_MARK LOGO: SWFWMD
 DM1894_PROJECTION: FLUSH
 DM1894_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1894+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2010
 DM1894_ROD/PIPE-DEPTH: 6.3 meters
 DM1894
 DM1894  HISTORY     - Date     Condition        Report By
 DM1894  HISTORY     - 20100404 MONUMENTED       FLDEP
 DM1894
 DM1894                          STATION DESCRIPTION
 DM1894
 DM1894'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1894'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF EHREN, 4.7 MI (7.6 KM)
 DM1894'EAST OF ODESSA, 4.0 MI (6.4 KM) WEST-NORTHWEST OF LUTZ, IN SECTION 33,
 DM1894'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1894'
 DM1894'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1894'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1894'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1894'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1894'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1894'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1894'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.65 MI (1.0 KM)
 DM1894'TO THE JUNCTION OF A PAVED ROAD ON THE RIGHT.  TURN RIGHT ON THE PAVED
 DM1894'ROAD AND GO WEST FOR 0.05 MI (0.1 KM) TO A WELL SITE ON THE LEFT AND
 DM1894'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DM1894'20.7 FT (6.3 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC
 DM1894'PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE PAVED ROAD.
 DM1894'
 DM1894'LOCATED 87.2 FT (26.6 M) WEST-NORTHWEST OF SURVEY MARK 19683 A, 35.5
 DM1894'FT (10.8 M) WEST OF THE WEST EDGE OF AN ASPHALT DRIVEWAY, 23.6 FT (7.2
 DM1894'M) NORTHWEST OF THE NORTHWEST CHAIN LINK FENCE CORNER POST AND 2.3 FT
 DM1894'(0.7 M) EAST OF A CARSONITE WITNESS POST.
 DM1894'
 DM1894'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1894'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1897 ***********************************************************************
 DM1897  DESIGNATION -  19684 A
 DM1897  PID         -  DM1897
 DM1897  STATE/COUNTY-  FL/PASCO
 DM1897  COUNTRY     -  US
 DM1897  USGS QUAD   -  ODESSA (2018)
 DM1897
 DM1897                         *CURRENT SURVEY CONTROL
 DM1897  ______________________________________________________________________
 DM1897* NAD 83(1986) POSITION- 28 11 06.8    (N) 082 30 59.6    (W)   HD_HELD2
 DM1897* NAVD 88 ORTHO HEIGHT -    17.699 (meters)       58.07  (feet) ADJUSTED
 DM1897  ______________________________________________________________________
 DM1897  GEOID HEIGHT    -        -25.423 (meters)                     GEOID18
 DM1897  DYNAMIC HEIGHT  -         17.673 (meters)       57.98  (feet) COMP
 DM1897  MODELED GRAVITY -    979,201.8   (mgal)                       NAVD 88
 DM1897
 DM1897  VERT ORDER      -  FIRST     CLASS II
 DM1897
 DM1897.The horizontal coordinates were established by autonomous hand held GPS
 DM1897.observations and have an estimated accuracy of +/- 10 meters.
 DM1897
 DM1897.The orthometric height was determined by differential leveling and
 DM1897.adjusted by the NATIONAL GEODETIC SURVEY
 DM1897.in August 2010.
 DM1897
 DM1897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1897.GEOID18 height accuracy estimate available here.
 DM1897
 DM1897.Click photographs - Photos may exist for this station.
 DM1897
 DM1897.The dynamic height is computed by dividing the NAVD 88
 DM1897.geopotential number by the normal gravity value computed on the
 DM1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1897.degrees latitude (g = 980.6199 gals.).
 DM1897
 DM1897.The modeled gravity was interpolated from observed gravity values.
 DM1897
 DM1897;                    North         East    Units  Estimated Accuracy
 DM1897;SPC FL W     -   426,842.      149,280.      MT  (+/- 10 meters HH2 GPS)
 DM1897
 DM1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5113418651(NAD 83)
 DM1897
 DM1897                          SUPERSEDED SURVEY CONTROL
 DM1897
 DM1897.No superseded survey control is available for this station.
 DM1897
 DM1897_MARKER: DD = SURVEY DISK
 DM1897_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1897_STAMPING: 19684 A 2010
 DM1897_MARK LOGO: SWFWMD
 DM1897_PROJECTION: FLUSH
 DM1897_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1897+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DM1897_ROD/PIPE-DEPTH: 3.9 meters
 DM1897
 DM1897  HISTORY     - Date     Condition        Report By
 DM1897  HISTORY     - 20100414 MONUMENTED       FLDEP
 DM1897
 DM1897                          STATION DESCRIPTION
 DM1897
 DM1897'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1897'THE MARK IS ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF EHREN, 4.6 MI (7.4 KM)
 DM1897'EAST OF ODESSA, 4.1 MI (6.6 KM) NORTHWEST OF LUTZ, IN SECTION 33,
 DM1897'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1897'
 DM1897'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1897'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1897'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1897'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1897'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1897'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1897'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.35 MI (0.6 KM)
 DM1897'TO THE JUNCTION OF A PAVED ROAD ON THE RIGHT.  TURN RIGHT ON THE PAVED
 DM1897'ROAD AND GO WEST FOR 0.05 MI (0.1 KM) TO A WATER STAFF ON THE RIGHT
 DM1897'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DM1897'DEPTH OF 12.8 FT (3.9 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13
 DM1897'CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE PAVED ROAD.
 DM1897'
 DM1897'LOCATED 241.0 FT (73.5 M) WEST OF THE APPROXIMATE CENTERLINE OF A
 DM1897'NORTH-SOUTH PAVED ROAD, 120.2 FT (36.6 M) WEST OF A GREEN WATER MAIN
 DM1897'PIPE, 9.6 FT (2.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE ROAD,
 DM1897'7.7 FT (2.3 M) SOUTH OF A CARSONITE WITNESS POST AND 5.1 FT (1.6 M)
 DM1897'NORTH OF THE NORTH EDGE OF PAVEMENT OF THE ROAD.
 DM1897'
 DM1897'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1897'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1898 ***********************************************************************
 DM1898  DESIGNATION -  19684 B
 DM1898  PID         -  DM1898
 DM1898  STATE/COUNTY-  FL/PASCO
 DM1898  COUNTRY     -  US
 DM1898  USGS QUAD   -  ODESSA (2018)
 DM1898
 DM1898                         *CURRENT SURVEY CONTROL
 DM1898  ______________________________________________________________________
 DM1898* NAD 83(1986) POSITION- 28 11 06.6    (N) 082 31 05.3    (W)   HD_HELD2
 DM1898* NAVD 88 ORTHO HEIGHT -    17.751 (meters)       58.24  (feet) ADJUSTED
 DM1898  ______________________________________________________________________
 DM1898  GEOID HEIGHT    -        -25.421 (meters)                     GEOID18
 DM1898  DYNAMIC HEIGHT  -         17.726 (meters)       58.16  (feet) COMP
 DM1898  MODELED GRAVITY -    979,201.9   (mgal)                       NAVD 88
 DM1898
 DM1898  VERT ORDER      -  FIRST     CLASS II
 DM1898
 DM1898.The horizontal coordinates were established by autonomous hand held GPS
 DM1898.observations and have an estimated accuracy of +/- 10 meters.
 DM1898
 DM1898.The orthometric height was determined by differential leveling and
 DM1898.adjusted by the NATIONAL GEODETIC SURVEY
 DM1898.in August 2010.
 DM1898
 DM1898.No vertical observational check was made to the station.
 DM1898
 DM1898.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1898.GEOID18 height accuracy estimate available here.
 DM1898
 DM1898.Click photographs - Photos may exist for this station.
 DM1898
 DM1898.The dynamic height is computed by dividing the NAVD 88
 DM1898.geopotential number by the normal gravity value computed on the
 DM1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1898.degrees latitude (g = 980.6199 gals.).
 DM1898
 DM1898.The modeled gravity was interpolated from observed gravity values.
 DM1898
 DM1898;                    North         East    Units  Estimated Accuracy
 DM1898;SPC FL W     -   426,837.      149,125.      MT  (+/- 10 meters HH2 GPS)
 DM1898
 DM1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5097818647(NAD 83)
 DM1898
 DM1898                          SUPERSEDED SURVEY CONTROL
 DM1898
 DM1898.No superseded survey control is available for this station.
 DM1898
 DM1898_MARKER: DD = SURVEY DISK
 DM1898_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1898_STAMPING: 19684 B 2010
 DM1898_MARK LOGO: SWFWMD
 DM1898_PROJECTION: RECESSED 5 CENTIMETERS
 DM1898_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1898+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DM1898_ROD/PIPE-DEPTH: 5.5 meters
 DM1898
 DM1898  HISTORY     - Date     Condition        Report By
 DM1898  HISTORY     - 20100414 MONUMENTED       FLDEP
 DM1898
 DM1898                          STATION DESCRIPTION
 DM1898
 DM1898'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1898'THE MARK IS ABOUT 7.0 MI (11.3 KM) SOUTHWEST OF EHREN, 4.5 MI (7.2 KM)
 DM1898'EAST OF ODESSA, 4.2 MI (6.8 KM) NORTHWEST OF LUTZ, IN SECTION 33,
 DM1898'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1898'
 DM1898'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1898'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1898'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1898'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1898'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1898'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1898'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.35 MI (0.6 KM)
 DM1898'TO THE JUNCTION OF A PAVED ROAD ON THE RIGHT.  TURN RIGHT ON THE PAVED
 DM1898'ROAD AND GO WEST FOR 0.15 MI (0.2 KM) TO A WELL SITE ON THE RIGHT AND
 DM1898'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DM1898'17.9 FT (5.5 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC
 DM1898'PIPE RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DM1898'1.0 FT (0.3 M) BELOW THE LEVEL OF THE PAVED ROAD.
 DM1898'
 DM1898'LOCATED 37.6 FT (11.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DM1898'ROAD, 19.7 FT (6.0 M) SOUTHWEST OF THE NORTHWEST CHAIN LINK FENCE
 DM1898'CORNER POST, 11.0 FT (3.4 M) WEST OF A CHAIN LINK FENCE, 8.8 FT (2.7
 DM1898'M) NORTH-NORTHWEST OF A WELL HEAD AND 1.5 FT (0.5 M) NORTH OF A
 DM1898'CARSONITE WITNESS POST.
 DM1898'
 DM1898'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1898'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1879 ***********************************************************************
 DM1879  DESIGNATION -  19685 A
 DM1879  PID         -  DM1879
 DM1879  STATE/COUNTY-  FL/PASCO
 DM1879  COUNTRY     -  US
 DM1879  USGS QUAD   -  ODESSA (2018)
 DM1879
 DM1879                         *CURRENT SURVEY CONTROL
 DM1879  ______________________________________________________________________
 DM1879* NAD 83(1986) POSITION- 28 10 56.5    (N) 082 30 25.9    (W)   HD_HELD2
 DM1879* NAVD 88 ORTHO HEIGHT -    18.356 (meters)       60.22  (feet) ADJUSTED
 DM1879  ______________________________________________________________________
 DM1879  GEOID HEIGHT    -        -25.428 (meters)                     GEOID18
 DM1879  DYNAMIC HEIGHT  -         18.330 (meters)       60.14  (feet) COMP
 DM1879  MODELED GRAVITY -    979,201.4   (mgal)                       NAVD 88
 DM1879
 DM1879  VERT ORDER      -  FIRST     CLASS II
 DM1879
 DM1879.The horizontal coordinates were established by autonomous hand held GPS
 DM1879.observations and have an estimated accuracy of +/- 10 meters.
 DM1879
 DM1879.The orthometric height was determined by differential leveling and
 DM1879.adjusted by the NATIONAL GEODETIC SURVEY
 DM1879.in August 2010.
 DM1879
 DM1879.No vertical observational check was made to the station.
 DM1879
 DM1879.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1879.GEOID18 height accuracy estimate available here.
 DM1879
 DM1879.Click photographs - Photos may exist for this station.
 DM1879
 DM1879.The dynamic height is computed by dividing the NAVD 88
 DM1879.geopotential number by the normal gravity value computed on the
 DM1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1879.degrees latitude (g = 980.6199 gals.).
 DM1879
 DM1879.The modeled gravity was interpolated from observed gravity values.
 DM1879
 DM1879;                    North         East    Units  Estimated Accuracy
 DM1879;SPC FL W     -   426,521.      150,198.      MT  (+/- 10 meters HH2 GPS)
 DM1879
 DM1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5204918322(NAD 83)
 DM1879
 DM1879                          SUPERSEDED SURVEY CONTROL
 DM1879
 DM1879.No superseded survey control is available for this station.
 DM1879
 DM1879_MARKER: Z = SEE DESCRIPTION
 DM1879_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1879_STAMPING: 19685-A 2008
 DM1879_MARK LOGO: SWFWMD
 DM1879_PROJECTION: FLUSH
 DM1879_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1879+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DM1879_ROD/PIPE-DEPTH: 9.1 meters
 DM1879
 DM1879  HISTORY     - Date     Condition        Report By
 DM1879  HISTORY     - 20080306 MONUMENTED       SWFWMD
 DM1879  HISTORY     - 20100401 GOOD             FLDEP
 DM1879
 DM1879                          STATION DESCRIPTION
 DM1879
 DM1879'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DM1879'THE MARK IS ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF EHREN, 5.2 MI
 DM1879'(8.4 KM) EAST OF ODESSA, 3.5 MI (5.6 KM) NORTHWEST OF LUTZ, IN SECTION
 DM1879'33, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1879'
 DM1879'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1879'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1879'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1879'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1879'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1879'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1879'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.8 MI (1.3 KM)
 DM1879'TO THE JUNCTION OF A PAVED ROAD ON THE LEFT.  TURN LEFT ON THE PAVED
 DM1879'ROAD AND GO EAST FOR 0.6 MI (1.0 KM) TO A 90-DEGREE LEFT HAND TURN.
 DM1879'TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.3 MI (0.5 KM) TO THE
 DM1879'JUNCTION OF A PAVED ROAD ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND
 DM1879'GO WEST AND SOUTHWEST FOR ABOUT 100.0 FT (30.5 M) TO THE END OF THE
 DM1879'PAVEMENT, A WELL SITE AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD
 DM1879'DRIVEN TO REFUSAL AT A DEPTH OF 30.0 FT (9.1 M) WITH AN ALUMINUM DISK
 DM1879'SURROUNDED BY A MASS OF CONCRETE FLUSH WITH THE GROUND AND LEVEL WITH
 DM1879'THE PAVED ROAD.
 DM1879'
 DM1879'LOCATED 43.3 FT (13.2 M) WEST OF SURVEY MARK 19685 B, 24.0 FT (7.3 M)
 DM1879'WEST-NORTHWEST OF THE SOUTHWEST CHAIN LINK FENCE CORNER POST, 10.6 FT
 DM1879'(3.2 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD
 DM1879'(CONTINUATION OF THE PAVED ROAD) AND 2.4 FT (0.7 M) SOUTHEAST OF A
 DM1879'CARSONITE WITNESS POST.
 DM1879'
 DM1879'NOTE A MAGNET IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1880 ***********************************************************************
 DM1880  DESIGNATION -  19685 B
 DM1880  PID         -  DM1880
 DM1880  STATE/COUNTY-  FL/PASCO
 DM1880  COUNTRY     -  US
 DM1880  USGS QUAD   -  ODESSA (2018)
 DM1880
 DM1880                         *CURRENT SURVEY CONTROL
 DM1880  ______________________________________________________________________
 DM1880* NAD 83(1986) POSITION- 28 10 56.4    (N) 082 30 25.6    (W)   HD_HELD2
 DM1880* NAVD 88 ORTHO HEIGHT -    18.252 (meters)       59.88  (feet) ADJUSTED
 DM1880  ______________________________________________________________________
 DM1880  GEOID HEIGHT    -        -25.428 (meters)                     GEOID18
 DM1880  DYNAMIC HEIGHT  -         18.226 (meters)       59.80  (feet) COMP
 DM1880  MODELED GRAVITY -    979,201.4   (mgal)                       NAVD 88
 DM1880
 DM1880  VERT ORDER      -  FIRST     CLASS II
 DM1880
 DM1880.The horizontal coordinates were established by autonomous hand held GPS
 DM1880.observations and have an estimated accuracy of +/- 10 meters.
 DM1880
 DM1880.The orthometric height was determined by differential leveling and
 DM1880.adjusted by the NATIONAL GEODETIC SURVEY
 DM1880.in August 2010.
 DM1880
 DM1880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1880.GEOID18 height accuracy estimate available here.
 DM1880
 DM1880.Click photographs - Photos may exist for this station.
 DM1880
 DM1880.The dynamic height is computed by dividing the NAVD 88
 DM1880.geopotential number by the normal gravity value computed on the
 DM1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1880.degrees latitude (g = 980.6199 gals.).
 DM1880
 DM1880.The modeled gravity was interpolated from observed gravity values.
 DM1880
 DM1880;                    North         East    Units  Estimated Accuracy
 DM1880;SPC FL W     -   426,518.      150,206.      MT  (+/- 10 meters HH2 GPS)
 DM1880
 DM1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5205718319(NAD 83)
 DM1880
 DM1880                          SUPERSEDED SURVEY CONTROL
 DM1880
 DM1880.No superseded survey control is available for this station.
 DM1880
 DM1880_MARKER: Z = SEE DESCRIPTION
 DM1880_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1880_STAMPING: 19685-B 2008
 DM1880_MARK LOGO: SWFWMD
 DM1880_PROJECTION: FLUSH
 DM1880_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1880_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1880+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DM1880_ROD/PIPE-DEPTH: 6.1 meters
 DM1880
 DM1880  HISTORY     - Date     Condition        Report By
 DM1880  HISTORY     - 20080306 MONUMENTED       SWFWMD
 DM1880  HISTORY     - 20100401 GOOD             FLDEP
 DM1880
 DM1880                          STATION DESCRIPTION
 DM1880
 DM1880'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DM1880'THE MARK IS ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF EHREN, 5.2 MI
 DM1880'(8.4 KM) EAST OF ODESSA, 3.5 MI (5.6 KM) NORTHWEST OF LUTZ, IN SECTION
 DM1880'33, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1880'
 DM1880'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1880'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1880'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1880'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1880'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1880'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1880'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.8 MI (1.3 KM)
 DM1880'TO THE JUNCTION OF A PAVED ROAD ON THE LEFT.  TURN LEFT ON THE PAVED
 DM1880'ROAD AND GO EAST FOR 0.6 MI (1.0 KM) TO A 90-DEGREE LEFT HAND TURN.
 DM1880'TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.3 MI (0.5 KM) TO THE
 DM1880'JUNCTION OF A PAVED ROAD ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND
 DM1880'GO WEST AND SOUTHWEST FOR ABOUT 100.0 FT (30.5 M) TO THE END OF THE
 DM1880'PAVEMENT, A WELL SITE AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD
 DM1880'DRIVEN TO REFUSAL AT A DEPTH OF 20.0 FT (6.1 M) WITH AN ALUMINUM DISK
 DM1880'SURROUNDED BY A MASS OF CONCRETE FLUSH WITH THE GROUND AND LEVEL WITH
 DM1880'THE PAVED ROAD.
 DM1880'
 DM1880'LOCATED 43.3 FT (13.2 M) EAST OF SURVEY MARK 19685 A, 31.6 FT (9.6 M)
 DM1880'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD (CONTINUATION
 DM1880'OF THE PAVED ROAD), 9.2 FT (2.8 M) SOUTHEAST OF THE SOUTHEAST CHAIN
 DM1880'LINK FENCE CORNER POST AND 2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS
 DM1880'POST.
 DM1880'
 DM1880'NOTE A MAGNET IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1892 ***********************************************************************
 DM1892  DESIGNATION -  19688 A
 DM1892  PID         -  DM1892
 DM1892  STATE/COUNTY-  FL/PASCO
 DM1892  COUNTRY     -  US
 DM1892  USGS QUAD   -  ODESSA (2018)
 DM1892
 DM1892                         *CURRENT SURVEY CONTROL
 DM1892  ______________________________________________________________________
 DM1892* NAD 83(1986) POSITION- 28 10 24.4    (N) 082 30 57.9    (W)   HD_HELD2
 DM1892* NAVD 88 ORTHO HEIGHT -    17.627 (meters)       57.83  (feet) ADJUSTED
 DM1892  ______________________________________________________________________
 DM1892  GEOID HEIGHT    -        -25.394 (meters)                     GEOID18
 DM1892  DYNAMIC HEIGHT  -         17.602 (meters)       57.75  (feet) COMP
 DM1892  MODELED GRAVITY -    979,201.3   (mgal)                       NAVD 88
 DM1892
 DM1892  VERT ORDER      -  FIRST     CLASS II
 DM1892
 DM1892.The horizontal coordinates were established by autonomous hand held GPS
 DM1892.observations and have an estimated accuracy of +/- 10 meters.
 DM1892
 DM1892.The orthometric height was determined by differential leveling and
 DM1892.adjusted by the NATIONAL GEODETIC SURVEY
 DM1892.in August 2010.
 DM1892
 DM1892.No vertical observational check was made to the station.
 DM1892
 DM1892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1892.GEOID18 height accuracy estimate available here.
 DM1892
 DM1892.Click photographs - Photos may exist for this station.
 DM1892
 DM1892.The dynamic height is computed by dividing the NAVD 88
 DM1892.geopotential number by the normal gravity value computed on the
 DM1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1892.degrees latitude (g = 980.6199 gals.).
 DM1892
 DM1892.The modeled gravity was interpolated from observed gravity values.
 DM1892
 DM1892;                    North         East    Units  Estimated Accuracy
 DM1892;SPC FL W     -   425,537.      149,321.      MT  (+/- 10 meters HH2 GPS)
 DM1892
 DM1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5116417345(NAD 83)
 DM1892
 DM1892                          SUPERSEDED SURVEY CONTROL
 DM1892
 DM1892.No superseded survey control is available for this station.
 DM1892
 DM1892_MARKER: DD = SURVEY DISK
 DM1892_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1892_STAMPING: 19688 A 2010
 DM1892_MARK LOGO: SWFWMD
 DM1892_PROJECTION: FLUSH
 DM1892_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1892+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DM1892_ROD/PIPE-DEPTH: 11.7 meters
 DM1892
 DM1892  HISTORY     - Date     Condition        Report By
 DM1892  HISTORY     - 20100414 MONUMENTED       FLDEP
 DM1892
 DM1892                          STATION DESCRIPTION
 DM1892
 DM1892'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1892'THE MARK IS ABOUT 7.3 MI (11.7 KM) NORTH-NORTHEAST OF CITRUS PARK, 4.8
 DM1892'MI (7.7 KM) EAST-SOUTHEAST OF ODESSA, 3.7 MI (6.0 KM) WEST-NORTHWEST
 DM1892'OF LUTZ, IN SECTION 33, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1892'
 DM1892'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1892'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1892'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1892'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1892'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1892'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1892'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 1.15 MI (1.9 KM)
 DM1892'TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DM1892'DRIVEN TO REFUSAL AT A DEPTH OF 38.5 FT (11.7 M) WITH AN ALUMINUM DISK
 DM1892'INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL
 DM1892'WITH THE PAVED ROAD.
 DM1892'
 DM1892'LOCATED 98.8 FT (30.1 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DM1892'PAVED ROAD, 68.7 FT (20.9 M) WEST OF BENCH MARK SOP PM 3, 23.2 FT (7.1
 DM1892'M) SOUTH-SOUTHWEST OF THE SOUTHWEST CHAIN LINK FENCE CORNER POST, 8.6
 DM1892'FT (2.6 M) SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE OF A PAVED
 DM1892'DRIVEWAY AND 2.1 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
 DM1892'
 DM1892'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1892'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1895 ***********************************************************************
 DM1895  DESIGNATION -  19689 A
 DM1895  PID         -  DM1895
 DM1895  STATE/COUNTY-  FL/PASCO
 DM1895  COUNTRY     -  US
 DM1895  USGS QUAD   -  ODESSA (2018)
 DM1895
 DM1895                         *CURRENT SURVEY CONTROL
 DM1895  ______________________________________________________________________
 DM1895* NAD 83(1986) POSITION- 28 10 54.9    (N) 082 31 03.6    (W)   HD_HELD2
 DM1895* NAVD 88 ORTHO HEIGHT -    17.872 (meters)       58.64  (feet) ADJUSTED
 DM1895  ______________________________________________________________________
 DM1895  GEOID HEIGHT    -        -25.413 (meters)                     GEOID18
 DM1895  DYNAMIC HEIGHT  -         17.846 (meters)       58.55  (feet) COMP
 DM1895  MODELED GRAVITY -    979,201.7   (mgal)                       NAVD 88
 DM1895
 DM1895  VERT ORDER      -  FIRST     CLASS II
 DM1895
 DM1895.The horizontal coordinates were established by autonomous hand held GPS
 DM1895.observations and have an estimated accuracy of +/- 10 meters.
 DM1895
 DM1895.The orthometric height was determined by differential leveling and
 DM1895.adjusted by the NATIONAL GEODETIC SURVEY
 DM1895.in August 2010.
 DM1895
 DM1895.No vertical observational check was made to the station.
 DM1895
 DM1895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1895.GEOID18 height accuracy estimate available here.
 DM1895
 DM1895.Click photographs - Photos may exist for this station.
 DM1895
 DM1895.The dynamic height is computed by dividing the NAVD 88
 DM1895.geopotential number by the normal gravity value computed on the
 DM1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1895.degrees latitude (g = 980.6199 gals.).
 DM1895
 DM1895.The modeled gravity was interpolated from observed gravity values.
 DM1895
 DM1895;                    North         East    Units  Estimated Accuracy
 DM1895;SPC FL W     -   426,476.      149,170.      MT  (+/- 10 meters HH2 GPS)
 DM1895
 DM1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5102018286(NAD 83)
 DM1895
 DM1895                          SUPERSEDED SURVEY CONTROL
 DM1895
 DM1895.No superseded survey control is available for this station.
 DM1895
 DM1895_MARKER: DD = SURVEY DISK
 DM1895_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1895_STAMPING: 19689 A 2010
 DM1895_MARK LOGO: SWFWMD
 DM1895_PROJECTION: FLUSH
 DM1895_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1895+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DM1895_ROD/PIPE-DEPTH: 12.1 meters
 DM1895
 DM1895  HISTORY     - Date     Condition        Report By
 DM1895  HISTORY     - 20100414 MONUMENTED       FLDEP
 DM1895
 DM1895                          STATION DESCRIPTION
 DM1895
 DM1895'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1895'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF EHREN, 4.6 MI (7.4 KM)
 DM1895'EAST OF ODESSA, 4.0 MI (6.4 KM) WEST-NORTHWEST OF LUTZ, IN SECTION 33,
 DM1895'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1895'
 DM1895'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1895'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1895'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1895'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1895'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1895'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1895'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.65 MI (1.0 KM)
 DM1895'TO THE JUNCTION OF A PAVED ROAD ON THE RIGHT.  TURN RIGHT ON THE PAVED
 DM1895'ROAD AND GO WEST AND NORTHWEST FOR 0.15 MI (0.2 KM) TO ITS DEAD END, A
 DM1895'WELL SITE AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DM1895'AT A DEPTH OF 39.7 FT (12.1 M) WITH AN ALUMINUM DISK INCASED IN A
 DM1895'5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE PAVED
 DM1895'ROAD.
 DM1895'
 DM1895'LOCATED 54.7 FT (16.7 M) EAST-SOUTHEAST OF WELL HEAD E-1050, 15.4 FT
 DM1895'(4.7 M) NORTHEAST OF SURVEY MARK 19689 B, 7.1 FT (2.2 M) NORTHEAST OF
 DM1895'THE APPROXIMATE CENTERLINE OF THE PAVED ROAD AND 2.6 FT (0.8 M)
 DM1895'SOUTHWEST OF A CARSONITE WITNESS POST.
 DM1895'
 DM1895'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1895'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1896 ***********************************************************************
 DM1896  DESIGNATION -  19689 B
 DM1896  PID         -  DM1896
 DM1896  STATE/COUNTY-  FL/PASCO
 DM1896  COUNTRY     -  US
 DM1896  USGS QUAD   -  ODESSA (2018)
 DM1896
 DM1896                         *CURRENT SURVEY CONTROL
 DM1896  ______________________________________________________________________
 DM1896* NAD 83(1986) POSITION- 28 10 55.0    (N) 082 31 03.6    (W)   HD_HELD2
 DM1896* NAVD 88 ORTHO HEIGHT -    17.809 (meters)       58.43  (feet) ADJUSTED
 DM1896  ______________________________________________________________________
 DM1896  GEOID HEIGHT    -        -25.413 (meters)                     GEOID18
 DM1896  DYNAMIC HEIGHT  -         17.784 (meters)       58.35  (feet) COMP
 DM1896  MODELED GRAVITY -    979,201.7   (mgal)                       NAVD 88
 DM1896
 DM1896  VERT ORDER      -  FIRST     CLASS II
 DM1896
 DM1896.The horizontal coordinates were established by autonomous hand held GPS
 DM1896.observations and have an estimated accuracy of +/- 10 meters.
 DM1896
 DM1896.The orthometric height was determined by differential leveling and
 DM1896.adjusted by the NATIONAL GEODETIC SURVEY
 DM1896.in August 2010.
 DM1896
 DM1896.No vertical observational check was made to the station.
 DM1896
 DM1896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1896.GEOID18 height accuracy estimate available here.
 DM1896
 DM1896.Click photographs - Photos may exist for this station.
 DM1896
 DM1896.The dynamic height is computed by dividing the NAVD 88
 DM1896.geopotential number by the normal gravity value computed on the
 DM1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1896.degrees latitude (g = 980.6199 gals.).
 DM1896
 DM1896.The modeled gravity was interpolated from observed gravity values.
 DM1896
 DM1896;                    North         East    Units  Estimated Accuracy
 DM1896;SPC FL W     -   426,479.      149,170.      MT  (+/- 10 meters HH2 GPS)
 DM1896
 DM1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5102018289(NAD 83)
 DM1896
 DM1896                          SUPERSEDED SURVEY CONTROL
 DM1896
 DM1896.No superseded survey control is available for this station.
 DM1896
 DM1896_MARKER: DD = SURVEY DISK
 DM1896_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1896_STAMPING: 19689 B 2010
 DM1896_MARK LOGO: SWFWMD
 DM1896_PROJECTION: FLUSH
 DM1896_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1896+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2010
 DM1896_ROD/PIPE-DEPTH: 12.4 meters
 DM1896
 DM1896  HISTORY     - Date     Condition        Report By
 DM1896  HISTORY     - 20100427 MONUMENTED       FLDEP
 DM1896
 DM1896                          STATION DESCRIPTION
 DM1896
 DM1896'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1896'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF EHREN, 4.6 MI (7.4 KM)
 DM1896'EAST OF ODESSA, 4.0 MI (6.4 KM) WEST-NORTHWEST OF LUTZ, IN SECTION 33,
 DM1896'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1896'
 DM1896'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1896'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1896'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1896'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1896'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1896'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1896'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.65 MI (1.0 KM)
 DM1896'TO THE JUNCTION OF A PAVED ROAD ON THE RIGHT.  TURN RIGHT ON THE PAVED
 DM1896'ROAD AND GO WEST AND NORTHWEST FOR 0.15 MI (0.2 KM) TO ITS DEAD END, A
 DM1896'WELL SITE AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DM1896'AT A DEPTH OF 40.6 FT (12.4 M) WITH AN ALUMINUM DISK INCASED IN A
 DM1896'5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE PAVED
 DM1896'ROAD.
 DM1896'
 DM1896'LOCATED 66.7 FT (20.3 M) SOUTHEAST OF WELL HEAD E-1050, 15.4 FT (4.7
 DM1896'M) SOUTHWEST OF SURVEY MARK 19689 A, 7.5 FT (2.3 M) SOUTHWEST OF THE
 DM1896'APPROXIMATE CENTERLINE OF THE PAVED ROAD AND 2.2 FT (0.7 M) NORTHEAST
 DM1896'OF A CARSONITE WITNESS POST.
 DM1896'
 DM1896'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1896'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1881 ***********************************************************************
 DM1881  DESIGNATION -  19690 A
 DM1881  PID         -  DM1881
 DM1881  STATE/COUNTY-  FL/PASCO
 DM1881  COUNTRY     -  US
 DM1881  USGS QUAD   -  ODESSA (2018)
 DM1881
 DM1881                         *CURRENT SURVEY CONTROL
 DM1881  ______________________________________________________________________
 DM1881* NAD 83(1986) POSITION- 28 10 55.8    (N) 082 30 33.5    (W)   HD_HELD2
 DM1881* NAVD 88 ORTHO HEIGHT -    17.595 (meters)       57.73  (feet) ADJUSTED
 DM1881  ______________________________________________________________________
 DM1881  GEOID HEIGHT    -        -25.425 (meters)                     GEOID18
 DM1881  DYNAMIC HEIGHT  -         17.570 (meters)       57.64  (feet) COMP
 DM1881  MODELED GRAVITY -    979,201.5   (mgal)                       NAVD 88
 DM1881
 DM1881  VERT ORDER      -  FIRST     CLASS II
 DM1881
 DM1881.The horizontal coordinates were established by autonomous hand held GPS
 DM1881.observations and have an estimated accuracy of +/- 10 meters.
 DM1881
 DM1881.The orthometric height was determined by differential leveling and
 DM1881.adjusted by the NATIONAL GEODETIC SURVEY
 DM1881.in August 2010.
 DM1881
 DM1881.No vertical observational check was made to the station.
 DM1881
 DM1881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1881.GEOID18 height accuracy estimate available here.
 DM1881
 DM1881.Click photographs - Photos may exist for this station.
 DM1881
 DM1881.The dynamic height is computed by dividing the NAVD 88
 DM1881.geopotential number by the normal gravity value computed on the
 DM1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1881.degrees latitude (g = 980.6199 gals.).
 DM1881
 DM1881.The modeled gravity was interpolated from observed gravity values.
 DM1881
 DM1881;                    North         East    Units  Estimated Accuracy
 DM1881;SPC FL W     -   426,501.      149,991.      MT  (+/- 10 meters HH2 GPS)
 DM1881
 DM1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5184218303(NAD 83)
 DM1881
 DM1881                          SUPERSEDED SURVEY CONTROL
 DM1881
 DM1881.No superseded survey control is available for this station.
 DM1881
 DM1881_MARKER: DD = SURVEY DISK
 DM1881_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1881_STAMPING: 19690 A 2010
 DM1881_MARK LOGO: SWFWMD
 DM1881_PROJECTION: FLUSH
 DM1881_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1881+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2010
 DM1881_ROD/PIPE-DEPTH: 10.9 meters
 DM1881
 DM1881  HISTORY     - Date     Condition        Report By
 DM1881  HISTORY     - 20100418 MONUMENTED       FLDEP
 DM1881
 DM1881                          STATION DESCRIPTION
 DM1881
 DM1881'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1881'THE MARK IS ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF EHREN, 5.1 MI
 DM1881'(8.2 KM) EAST OF ODESSA, 3.6 MI (5.8 KM) NORTHWEST OF LUTZ, IN SECTION
 DM1881'33, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1881'
 DM1881'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1881'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1881'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1881'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1881'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1881'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1881'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.8 MI (1.3 KM)
 DM1881'TO THE JUNCTION OF A PAVED ROAD ON THE LEFT.  TURN LEFT ON THE PAVED
 DM1881'ROAD AND GO EAST FOR 0.6 MI (1.0 KM) TO A 90-DEGREE LEFT HAND TURN.
 DM1881'TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.3 MI (0.5 KM) TO THE
 DM1881'JUNCTION OF A PAVED ROAD ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND
 DM1881'GO WEST AND SOUTHWEST FOR ABOUT 100.0 FT (30.5 M) TO THE END OF THE
 DM1881'PAVEMENT, A WELL SITE ON THE LEFT AND THE JUNCTION OF AN EAST-WEST
 DM1881'DIRT ROAD ON THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO WEST FOR
 DM1881'0.1 MI (0.2 KM) TO A WELL SITE CENTERED IN A TURN-AROUND CUL DE SAC
 DM1881'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DM1881'DEPTH OF 35.7 FT (10.9 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH
 DM1881'(13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DM1881'
 DM1881'LOCATED 41.1 FT (12.5 M) NORTH-NORTHWEST OF SURVEY MARK 19690 B, 19.2
 DM1881'FT (5.9 M) NORTHWEST OF WELL HEAD 19690 AND 1.6 FT (0.5 M) EAST OF A
 DM1881'CARSONITE WITNESS POST.
 DM1881'
 DM1881'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1881'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1882 ***********************************************************************
 DM1882  DESIGNATION -  19690 B
 DM1882  PID         -  DM1882
 DM1882  STATE/COUNTY-  FL/PASCO
 DM1882  COUNTRY     -  US
 DM1882  USGS QUAD   -  ODESSA (2018)
 DM1882
 DM1882                         *CURRENT SURVEY CONTROL
 DM1882  ______________________________________________________________________
 DM1882* NAD 83(1986) POSITION- 28 10 55.3    (N) 082 30 33.1    (W)   HD_HELD2
 DM1882* NAVD 88 ORTHO HEIGHT -    17.628 (meters)       57.83  (feet) ADJUSTED
 DM1882  ______________________________________________________________________
 DM1882  GEOID HEIGHT    -        -25.425 (meters)                     GEOID18
 DM1882  DYNAMIC HEIGHT  -         17.603 (meters)       57.75  (feet) COMP
 DM1882  MODELED GRAVITY -    979,201.5   (mgal)                       NAVD 88
 DM1882
 DM1882  VERT ORDER      -  FIRST     CLASS II
 DM1882
 DM1882.The horizontal coordinates were established by autonomous hand held GPS
 DM1882.observations and have an estimated accuracy of +/- 10 meters.
 DM1882
 DM1882.The orthometric height was determined by differential leveling and
 DM1882.adjusted by the NATIONAL GEODETIC SURVEY
 DM1882.in August 2010.
 DM1882
 DM1882.No vertical observational check was made to the station.
 DM1882
 DM1882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1882.GEOID18 height accuracy estimate available here.
 DM1882
 DM1882.Click photographs - Photos may exist for this station.
 DM1882
 DM1882.The dynamic height is computed by dividing the NAVD 88
 DM1882.geopotential number by the normal gravity value computed on the
 DM1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1882.degrees latitude (g = 980.6199 gals.).
 DM1882
 DM1882.The modeled gravity was interpolated from observed gravity values.
 DM1882
 DM1882;                    North         East    Units  Estimated Accuracy
 DM1882;SPC FL W     -   426,485.      150,002.      MT  (+/- 10 meters HH2 GPS)
 DM1882
 DM1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5185218288(NAD 83)
 DM1882
 DM1882                          SUPERSEDED SURVEY CONTROL
 DM1882
 DM1882.No superseded survey control is available for this station.
 DM1882
 DM1882_MARKER: DD = SURVEY DISK
 DM1882_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1882_STAMPING: 19690 B 2010
 DM1882_MARK LOGO: SWFWMD
 DM1882_PROJECTION: FLUSH
 DM1882_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1882+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2010
 DM1882_ROD/PIPE-DEPTH: 10.5 meters
 DM1882
 DM1882  HISTORY     - Date     Condition        Report By
 DM1882  HISTORY     - 20100418 MONUMENTED       FLDEP
 DM1882
 DM1882                          STATION DESCRIPTION
 DM1882
 DM1882'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1882'THE MARK IS ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHWEST OF EHREN, 5.1 MI
 DM1882'(8.2 KM) EAST OF ODESSA, 3.6 MI (5.8 KM) NORTHWEST OF LUTZ, IN SECTION
 DM1882'33, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1882'
 DM1882'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1882'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1882'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1882'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1882'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1882'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1882'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.8 MI (1.3 KM)
 DM1882'TO THE JUNCTION OF A PAVED ROAD ON THE LEFT.  TURN LEFT ON THE PAVED
 DM1882'ROAD AND GO EAST FOR 0.6 MI (1.0 KM) TO A 90-DEGREE LEFT HAND TURN.
 DM1882'TURN LEFT AND GO NORTH ON THE PAVED ROAD FOR 0.3 MI (0.5 KM) TO THE
 DM1882'JUNCTION OF A PAVED ROAD ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND
 DM1882'GO WEST AND SOUTHWEST FOR ABOUT 100.0 FT (30.5 M) TO THE END OF THE
 DM1882'PAVEMENT, A WELL SITE ON THE LEFT AND THE JUNCTION OF AN EAST-WEST
 DM1882'DIRT ROAD ON THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO WEST FOR
 DM1882'0.1 MI (0.2 KM) TO A WELL SITE CENTERED IN A TURN-AROUND CUL DE SAC
 DM1882'AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DM1882'OF 34.6 FT (10.5 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM)
 DM1882'PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DM1882'
 DM1882'LOCATED 41.1 FT (12.5 M) SOUTH-SOUTHEAST OF SURVEY MARK 19690 A, 19.2
 DM1882'FT (5.9 M) SOUTH-SOUTHWEST OF WELL HEAD 19690 AND 4.0 FT (1.2 M)
 DM1882'NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DM1882'
 DM1882'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1882'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1884 ***********************************************************************
 DM1884  DESIGNATION -  19692 A
 DM1884  PID         -  DM1884
 DM1884  STATE/COUNTY-  FL/PASCO
 DM1884  COUNTRY     -  US
 DM1884  USGS QUAD   -  ODESSA (2018)
 DM1884
 DM1884                         *CURRENT SURVEY CONTROL
 DM1884  ______________________________________________________________________
 DM1884* NAD 83(1986) POSITION- 28 10 46.9    (N) 082 30 27.7    (W)   HD_HELD2
 DM1884* NAVD 88 ORTHO HEIGHT -    18.366 (meters)       60.26  (feet) ADJUSTED
 DM1884  ______________________________________________________________________
 DM1884  GEOID HEIGHT    -        -25.421 (meters)                     GEOID18
 DM1884  DYNAMIC HEIGHT  -         18.339 (meters)       60.17  (feet) COMP
 DM1884  MODELED GRAVITY -    979,201.3   (mgal)                       NAVD 88
 DM1884
 DM1884  VERT ORDER      -  FIRST     CLASS II
 DM1884
 DM1884.The horizontal coordinates were established by autonomous hand held GPS
 DM1884.observations and have an estimated accuracy of +/- 10 meters.
 DM1884
 DM1884.The orthometric height was determined by differential leveling and
 DM1884.adjusted by the NATIONAL GEODETIC SURVEY
 DM1884.in August 2010.
 DM1884
 DM1884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1884.GEOID18 height accuracy estimate available here.
 DM1884
 DM1884.Click photographs - Photos may exist for this station.
 DM1884
 DM1884.The dynamic height is computed by dividing the NAVD 88
 DM1884.geopotential number by the normal gravity value computed on the
 DM1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1884.degrees latitude (g = 980.6199 gals.).
 DM1884
 DM1884.The modeled gravity was interpolated from observed gravity values.
 DM1884
 DM1884;                    North         East    Units  Estimated Accuracy
 DM1884;SPC FL W     -   426,226.      150,148.      MT  (+/- 10 meters HH2 GPS)
 DM1884
 DM1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5199618028(NAD 83)
 DM1884
 DM1884                          SUPERSEDED SURVEY CONTROL
 DM1884
 DM1884.No superseded survey control is available for this station.
 DM1884
 DM1884_MARKER: DD = SURVEY DISK
 DM1884_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1884_STAMPING: 19692 A 2010
 DM1884_MARK LOGO: SWFWMD
 DM1884_PROJECTION: FLUSH
 DM1884_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1884+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DM1884_ROD/PIPE-DEPTH: 16.4 meters
 DM1884
 DM1884  HISTORY     - Date     Condition        Report By
 DM1884  HISTORY     - 20100414 MONUMENTED       FLDEP
 DM1884
 DM1884                          STATION DESCRIPTION
 DM1884
 DM1884'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1884'THE MARK IS ABOUT 7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF EHREN, 5.2 MI
 DM1884'(8.4 KM) EAST OF ODESSA, 3.4 MI (5.5 KM) NORTHWEST OF LUTZ, IN SECTION
 DM1884'33, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1884'
 DM1884'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1884'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1884'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1884'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1884'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1884'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1884'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.8 MI (1.3 KM)
 DM1884'TO THE JUNCTION OF A PAVED ROAD ON THE LEFT.  TURN LEFT ON THE PAVED
 DM1884'ROAD AND GO EAST FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF A PAVED ROAD
 DM1884'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO NORTH FOR 0.1 MI (0.2
 DM1884'KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM
 DM1884'ROD DRIVEN TO REFUSAL AT A DEPTH OF 53.7 FT (16.4 M) WITH AN ALUMINUM
 DM1884'DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DM1884'ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF THE PAVED ROAD.
 DM1884'
 DM1884'LOCATED 106.5 FT (32.5 M) NORTH OF BENCH MARK SOP PM 2, 38.7 FT (11.8
 DM1884'M) EAST OF A WOODEN POWER POLE, 25.7 FT (7.8 M) NORTH-NORTHWEST OF THE
 DM1884'NORTHWEST CHAIN LINK FENCE CORNER POST, 10.1 FT (3.1 M) EAST OF THE
 DM1884'APPROXIMATE EXTENDED CENTERLINE OF THE PAVED ROAD AND 3.2 FT (1.0 M)
 DM1884'SOUTHWEST OF A CARSONITE WITNESS POST.
 DM1884'
 DM1884'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1884'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1887 ***********************************************************************
 DM1887  DESIGNATION -  19693 A
 DM1887  PID         -  DM1887
 DM1887  STATE/COUNTY-  FL/PASCO
 DM1887  COUNTRY     -  US
 DM1887  USGS QUAD   -  ODESSA (2018)
 DM1887
 DM1887                         *CURRENT SURVEY CONTROL
 DM1887  ______________________________________________________________________
 DM1887* NAD 83(1986) POSITION- 28 10 45.1    (N) 082 30 52.3    (W)   HD_HELD2
 DM1887* NAVD 88 ORTHO HEIGHT -    17.798 (meters)       58.39  (feet) ADJUSTED
 DM1887  ______________________________________________________________________
 DM1887  GEOID HEIGHT    -        -25.410 (meters)                     GEOID18
 DM1887  DYNAMIC HEIGHT  -         17.772 (meters)       58.31  (feet) COMP
 DM1887  MODELED GRAVITY -    979,201.5   (mgal)                       NAVD 88
 DM1887
 DM1887  VERT ORDER      -  FIRST     CLASS II
 DM1887
 DM1887.The horizontal coordinates were established by autonomous hand held GPS
 DM1887.observations and have an estimated accuracy of +/- 10 meters.
 DM1887
 DM1887.The orthometric height was determined by differential leveling and
 DM1887.adjusted by the NATIONAL GEODETIC SURVEY
 DM1887.in August 2010.
 DM1887
 DM1887.No vertical observational check was made to the station.
 DM1887
 DM1887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1887.GEOID18 height accuracy estimate available here.
 DM1887
 DM1887.Click photographs - Photos may exist for this station.
 DM1887
 DM1887.The dynamic height is computed by dividing the NAVD 88
 DM1887.geopotential number by the normal gravity value computed on the
 DM1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1887.degrees latitude (g = 980.6199 gals.).
 DM1887
 DM1887.The modeled gravity was interpolated from observed gravity values.
 DM1887
 DM1887;                    North         East    Units  Estimated Accuracy
 DM1887;SPC FL W     -   426,173.      149,477.      MT  (+/- 10 meters HH2 GPS)
 DM1887
 DM1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5132517980(NAD 83)
 DM1887
 DM1887                          SUPERSEDED SURVEY CONTROL
 DM1887
 DM1887.No superseded survey control is available for this station.
 DM1887
 DM1887_MARKER: DD = SURVEY DISK
 DM1887_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1887_STAMPING: 19693 A 2010
 DM1887_MARK LOGO: SWFWMD
 DM1887_PROJECTION: FLUSH
 DM1887_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1887+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 DM1887_ROD/PIPE-DEPTH: 9.4 meters
 DM1887
 DM1887  HISTORY     - Date     Condition        Report By
 DM1887  HISTORY     - 20100511 MONUMENTED       FLDEP
 DM1887
 DM1887                          STATION DESCRIPTION
 DM1887
 DM1887'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1887'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF EHREN, 4.8 MI (7.7 KM)
 DM1887'EAST-SOUTHEAST OF ODESSA, 3.8 MI (6.1 KM) WEST-NORTHWEST OF LUTZ, IN
 DM1887'SECTION 33, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1887'
 DM1887'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1887'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1887'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1887'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1887'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1887'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1887'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.8 MI (1.3 KM)
 DM1887'TO THE JUNCTION OF A PAVED ROAD ON THE LEFT.  TURN LEFT ON THE PAVED
 DM1887'ROAD AND GO EAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A DIRT ROAD ON
 DM1887'THE LEFT.  TURN LEFT ON THE DIRT ROAD AND GO NORTH FOR ABOUT 400.0 FT
 DM1887'(121.9 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DM1887'AT A DEPTH OF 30.7 FT (9.4 M) WITH AN ALUMINUM DISK INCASED IN A
 DM1887'5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT
 DM1887'ROAD.
 DM1887'
 DM1887'LOCATED 60.1 FT (18.3 M) SOUTHWEST OF SURVEY MARK 19693 B, 45.6 FT
 DM1887'(13.9 M) SOUTH OF THE PALMETTO EDGE, 8.4 FT (2.6 M) WEST OF THE
 DM1887'APPROXIMATE CENTERLINE OF THE DIRT ROAD AND 1.7 FT (0.5 M) EAST OF A
 DM1887'CARSONITE WITNESS POST.
 DM1887'
 DM1887'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1887'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1888 ***********************************************************************
 DM1888  DESIGNATION -  19693 B
 DM1888  PID         -  DM1888
 DM1888  STATE/COUNTY-  FL/PASCO
 DM1888  COUNTRY     -  US
 DM1888  USGS QUAD   -  ODESSA (2018)
 DM1888
 DM1888                         *CURRENT SURVEY CONTROL
 DM1888  ______________________________________________________________________
 DM1888* NAD 83(1986) POSITION- 28 10 45.7    (N) 082 30 51.6    (W)   HD_HELD2
 DM1888* NAVD 88 ORTHO HEIGHT -    17.614 (meters)       57.79  (feet) ADJUSTED
 DM1888  ______________________________________________________________________
 DM1888  GEOID HEIGHT    -        -25.411 (meters)                     GEOID18
 DM1888  DYNAMIC HEIGHT  -         17.588 (meters)       57.70  (feet) COMP
 DM1888  MODELED GRAVITY -    979,201.5   (mgal)                       NAVD 88
 DM1888
 DM1888  VERT ORDER      -  FIRST     CLASS II
 DM1888
 DM1888.The horizontal coordinates were established by autonomous hand held GPS
 DM1888.observations and have an estimated accuracy of +/- 10 meters.
 DM1888
 DM1888.The orthometric height was determined by differential leveling and
 DM1888.adjusted by the NATIONAL GEODETIC SURVEY
 DM1888.in August 2010.
 DM1888
 DM1888.No vertical observational check was made to the station.
 DM1888
 DM1888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1888.GEOID18 height accuracy estimate available here.
 DM1888
 DM1888.Click photographs - Photos may exist for this station.
 DM1888
 DM1888.The dynamic height is computed by dividing the NAVD 88
 DM1888.geopotential number by the normal gravity value computed on the
 DM1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1888.degrees latitude (g = 980.6199 gals.).
 DM1888
 DM1888.The modeled gravity was interpolated from observed gravity values.
 DM1888
 DM1888;                    North         East    Units  Estimated Accuracy
 DM1888;SPC FL W     -   426,192.      149,496.      MT  (+/- 10 meters HH2 GPS)
 DM1888
 DM1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5134417999(NAD 83)
 DM1888
 DM1888                          SUPERSEDED SURVEY CONTROL
 DM1888
 DM1888.No superseded survey control is available for this station.
 DM1888
 DM1888_MARKER: DD = SURVEY DISK
 DM1888_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1888_STAMPING: 19693 B 2010
 DM1888_MARK LOGO: SWFWMD
 DM1888_PROJECTION: FLUSH
 DM1888_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1888+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 DM1888_ROD/PIPE-DEPTH: 8.8 meters
 DM1888
 DM1888  HISTORY     - Date     Condition        Report By
 DM1888  HISTORY     - 20100511 MONUMENTED       FLDEP
 DM1888
 DM1888                          STATION DESCRIPTION
 DM1888
 DM1888'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1888'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF EHREN, 4.8 MI (7.7 KM)
 DM1888'EAST-SOUTHEAST OF ODESSA, 3.8 MI (6.1 KM) WEST-NORTHWEST OF LUTZ, IN
 DM1888'SECTION 33, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1888'
 DM1888'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1888'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1888'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1888'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1888'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT ON THE PAVED ROAD AND GO
 DM1888'EAST FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1888'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.8 MI (1.3 KM)
 DM1888'TO THE JUNCTION OF A PAVED ROAD ON THE LEFT.  TURN LEFT ON THE PAVED
 DM1888'ROAD AND GO EAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A DIRT ROAD ON
 DM1888'THE LEFT.  TURN LEFT ON THE DIRT ROAD AND GO NORTH FOR ABOUT 400.0 FT
 DM1888'(121.9 M) TO A PALMETTO EDGE AND THE MARK ON THE RIGHT, AN ALUMINUM
 DM1888'ROD DRIVEN TO REFUSAL AT A DEPTH OF 28.9 FT (8.8 M) WITH AN ALUMINUM
 DM1888'DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DM1888'LEVEL WITH THE DIRT ROAD.
 DM1888'
 DM1888'LOCATED 60.1 FT (18.3 M) NORTHEAST OF SURVEY MARK 19693 A, 25.2 FT
 DM1888'(7.7 M) EAST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD, 2.4 FT
 DM1888'(0.7 M) NORTH OF THE PALMETTO EDGE AND 1.7 FT (0.5 M) NORTHWEST OF A
 DM1888'CARSONITE WITNESS POST.
 DM1888'
 DM1888'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1888'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0102 ***********************************************************************
 AG0102  DESIGNATION -  197
 AG0102  PID         -  AG0102
 AG0102  STATE/COUNTY-  FL/PINELLAS
 AG0102  COUNTRY     -  US
 AG0102  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0102
 AG0102                         *CURRENT SURVEY CONTROL
 AG0102  ______________________________________________________________________
 AG0102* NAD 83(1986) POSITION- 27 43 07.     (N) 082 40 47.     (W)   SCALED
 AG0102* NAVD 88 ORTHO HEIGHT -     1.709 (meters)        5.61  (feet) ADJUSTED
 AG0102  ______________________________________________________________________
 AG0102  GEOID HEIGHT    -        -24.429 (meters)                     GEOID18
 AG0102  DYNAMIC HEIGHT  -          1.707 (meters)        5.60  (feet) COMP
 AG0102  MODELED GRAVITY -    979,169.7   (mgal)                       NAVD 88
 AG0102
 AG0102  VERT ORDER      -  SECOND    CLASS II
 AG0102
 AG0102.The horizontal coordinates were scaled from a map and have
 AG0102.an estimated accuracy of +/- 6 seconds.
 AG0102
 AG0102.The orthometric height was determined by differential leveling and
 AG0102.adjusted by the NATIONAL GEODETIC SURVEY
 AG0102.in June 1991.
 AG0102
 AG0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0102.GEOID18 height accuracy estimate available here.
 AG0102
 AG0102.Click photographs - Photos may exist for this station.
 AG0102
 AG0102.The dynamic height is computed by dividing the NAVD 88
 AG0102.geopotential number by the normal gravity value computed on the
 AG0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0102.degrees latitude (g = 980.6199 gals.).
 AG0102
 AG0102.The modeled gravity was interpolated from observed gravity values.
 AG0102
 AG0102;                    North         East    Units  Estimated Accuracy
 AG0102;SPC FL W     -   375,210.      132,970.      MT  (+/- 180 meters Scaled)
 AG0102
 AG0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344671(NAD 83)
 AG0102
 AG0102                          SUPERSEDED SURVEY CONTROL
 AG0102
 AG0102  NGVD 29 (??/??/92)    1.995  (m)            6.55   (f) ADJ UNCH    2 2
 AG0102
 AG0102.Superseded values are not recommended for survey control.
 AG0102
 AG0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0102.See file dsdata.pdf to determine how the superseded data were derived.
 AG0102
 AG0102_MARKER: DD = SURVEY DISK
 AG0102_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0102_SP_SET: INLET
 AG0102_STAMPING: 197
 AG0102_MARK LOGO: FLHD
 AG0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0102+STABILITY: SURFACE MOTION
 AG0102
 AG0102  HISTORY     - Date     Condition        Report By
 AG0102  HISTORY     - UNK      MONUMENTED       FLHD
 AG0102  HISTORY     - 1976     GOOD             FLDT
 AG0102  HISTORY     - 20040112 MARK NOT FOUND   USPSQD
 AG0102
 AG0102                          STATION DESCRIPTION
 AG0102
 AG0102'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0102'AT ST PETERSBURG.
 AG0102'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET
 AG0102'SOUTH) AND PINELLAS BAYWAY (54TH AVE. S./A19A), RUN NORTHERLY ON
 AG0102'U.S. 19 FOR 0.05 MILE.  STATION ON RIGHT, 47.0 FT. EAST OF THE
 AG0102'CENTERLINE OF U.S. 19 5.0 FT. WEST OF A POWER AND LIGHT POLE,
 AG0102'NUMBER 1-84659.  SET IN TOP OF A CONCRETE INLET.  SECTION 2,
 AG0102'T32S, R16E.
 AG0102
 AG0102                          STATION RECOVERY (2004)
 AG0102
 AG0102'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG0102'EXTENSIVE STREET REPAIRS AND WIDENING RENDER THIS INFORMATION INVALID.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2452 ***********************************************************************
 AK2452  DESIGNATION -  197 15 31
 AK2452  PID         -  AK2452
 AK2452  STATE/COUNTY-  FL/BREVARD
 AK2452  COUNTRY     -  US
 AK2452  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2452
 AK2452                         *CURRENT SURVEY CONTROL
 AK2452  ______________________________________________________________________
 AK2452* NAD 83(1986) POSITION- 28 27 04.     (N) 080 33 19.     (W)   SCALED
 AK2452* NAVD 88 ORTHO HEIGHT -     3.564 (meters)       11.69  (feet) ADJUSTED
 AK2452  ______________________________________________________________________
 AK2452  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 AK2452  DYNAMIC HEIGHT  -          3.559 (meters)       11.68  (feet) COMP
 AK2452  MODELED GRAVITY -    979,228.0   (mgal)                       NAVD 88
 AK2452
 AK2452  VERT ORDER      -  FIRST     CLASS II
 AK2452
 AK2452.The horizontal coordinates were scaled from a map and have
 AK2452.an estimated accuracy of +/- 6 seconds.
 AK2452
 AK2452.The orthometric height was determined by differential leveling and
 AK2452.adjusted by the NATIONAL GEODETIC SURVEY
 AK2452.in June 1991.
 AK2452
 AK2452.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2452.GEOID18 height accuracy estimate available here.
 AK2452
 AK2452.Click photographs - Photos may exist for this station.
 AK2452
 AK2452.The dynamic height is computed by dividing the NAVD 88
 AK2452.geopotential number by the normal gravity value computed on the
 AK2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2452.degrees latitude (g = 980.6199 gals.).
 AK2452
 AK2452.The modeled gravity was interpolated from observed gravity values.
 AK2452
 AK2452;                    North         East    Units  Estimated Accuracy
 AK2452;SPC FL E     -   456,280.      243,560.      MT  (+/- 180 meters Scaled)
 AK2452
 AK2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435472(NAD 83)
 AK2452
 AK2452                          SUPERSEDED SURVEY CONTROL
 AK2452
 AK2452  NGVD 29 (??/??/92)    3.949  (m)           12.96   (f) ADJ UNCH    1 2
 AK2452
 AK2452.Superseded values are not recommended for survey control.
 AK2452
 AK2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2452.See file dsdata.pdf to determine how the superseded data were derived.
 AK2452
 AK2452_MARKER: DB = BENCH MARK DISK
 AK2452_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2452_SP_SET: LAUNCH COMPLEX
 AK2452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2452
 AK2452  HISTORY     - Date     Condition        Report By
 AK2452  HISTORY     - UNK      MONUMENTED       CGS
 AK2452  HISTORY     - 1962     GOOD             CGS
 AK2452
 AK2452                          STATION DESCRIPTION
 AK2452
 AK2452'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AK2452'AT CAPE CANAVERAL.
 AK2452'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2452'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING, IN THE
 AK2452'MINUTEMAN LAUNCH COMPLEX, AND 15 FEET SOUTH OF THE CENTER OF
 AK2452'LAUNCH RING 31.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2453 ***********************************************************************
 AK2453  DESIGNATION -  197 50 31
 AK2453  PID         -  AK2453
 AK2453  STATE/COUNTY-  FL/BREVARD
 AK2453  COUNTRY     -  US
 AK2453  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2453
 AK2453                         *CURRENT SURVEY CONTROL
 AK2453  ______________________________________________________________________
 AK2453* NAD 83(1986) POSITION- 28 27 04.     (N) 080 33 19.     (W)   SCALED
 AK2453* NAVD 88 ORTHO HEIGHT -     3.553 (meters)       11.66  (feet) ADJUSTED
 AK2453  ______________________________________________________________________
 AK2453  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 AK2453  DYNAMIC HEIGHT  -          3.548 (meters)       11.64  (feet) COMP
 AK2453  MODELED GRAVITY -    979,228.0   (mgal)                       NAVD 88
 AK2453
 AK2453  VERT ORDER      -  FIRST     CLASS II
 AK2453
 AK2453.The horizontal coordinates were scaled from a map and have
 AK2453.an estimated accuracy of +/- 6 seconds.
 AK2453
 AK2453.The orthometric height was determined by differential leveling and
 AK2453.adjusted by the NATIONAL GEODETIC SURVEY
 AK2453.in June 1991.
 AK2453
 AK2453.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2453.GEOID18 height accuracy estimate available here.
 AK2453
 AK2453.Click photographs - Photos may exist for this station.
 AK2453
 AK2453.The dynamic height is computed by dividing the NAVD 88
 AK2453.geopotential number by the normal gravity value computed on the
 AK2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2453.degrees latitude (g = 980.6199 gals.).
 AK2453
 AK2453.The modeled gravity was interpolated from observed gravity values.
 AK2453
 AK2453;                    North         East    Units  Estimated Accuracy
 AK2453;SPC FL E     -   456,280.      243,560.      MT  (+/- 180 meters Scaled)
 AK2453
 AK2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435472(NAD 83)
 AK2453
 AK2453                          SUPERSEDED SURVEY CONTROL
 AK2453
 AK2453  NGVD 29 (??/??/92)    3.938  (m)           12.92   (f) ADJ UNCH    1 2
 AK2453
 AK2453.Superseded values are not recommended for survey control.
 AK2453
 AK2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2453.See file dsdata.pdf to determine how the superseded data were derived.
 AK2453
 AK2453_MARKER: DB = BENCH MARK DISK
 AK2453_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK2453_SP_SET: LAUNCH COMPLEX
 AK2453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2453
 AK2453  HISTORY     - Date     Condition        Report By
 AK2453  HISTORY     - UNK      MONUMENTED       CGS
 AK2453  HISTORY     - 1962     GOOD             CGS
 AK2453
 AK2453                          STATION DESCRIPTION
 AK2453
 AK2453'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AK2453'AT CAPE CANAVERAL.
 AK2453'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2453'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING, IN THE
 AK2453'MINUTEMAN LAUNCH COMPLEX, AND 50 FEET SOUTH OF THE CENTER OF
 AK2453'LAUNCH RING 31.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK4069 ***********************************************************************
 AK4069  DESIGNATION -  197 50 32
 AK4069  PID         -  AK4069
 AK4069  STATE/COUNTY-  FL/BREVARD
 AK4069  COUNTRY     -  US
 AK4069  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK4069
 AK4069                         *CURRENT SURVEY CONTROL
 AK4069  ______________________________________________________________________
 AK4069* NAD 83(1986) POSITION- 28 27 09.     (N) 080 33 17.     (W)   SCALED
 AK4069* NAVD 88 ORTHO HEIGHT -     3.54  (+/-2cm)       11.6   (feet) VERTCON3
 AK4069  ______________________________________________________________________
 AK4069  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 AK4069  VERT ORDER      -  ? (See Below)
 AK4069
 AK4069.The horizontal coordinates were scaled from a map and have
 AK4069.an estimated accuracy of +/- 6 seconds.
 AK4069
 AK4069.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK4069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK4069
 AK4069.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK4069.GEOID18 height accuracy estimate available here.
 AK4069
 AK4069.The vertical order pertains to the NGVD 29 superseded value.
 AK4069
 AK4069.Click photographs - Photos may exist for this station.
 AK4069
 AK4069;                    North         East    Units  Estimated Accuracy
 AK4069;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK4069
 AK4069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK4069
 AK4069                          SUPERSEDED SURVEY CONTROL
 AK4069
 AK4069  NGVD 29 (??/??/92)    3.922  (m)           12.87   (f) ADJ UNCH       
 AK4069
 AK4069.Superseded values are not recommended for survey control.
 AK4069
 AK4069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK4069.See file dsdata.pdf to determine how the superseded data were derived.
 AK4069
 AK4069_MARKER: DB = BENCH MARK DISK
 AK4069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK4069_SP_SET: LAUNCH COMPLEX
 AK4069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK4069
 AK4069  HISTORY     - Date     Condition        Report By
 AK4069  HISTORY     - UNK      MONUMENTED       CGS
 AK4069  HISTORY     - 1960     GOOD             CGS
 AK4069
 AK4069                          STATION DESCRIPTION
 AK4069
 AK4069'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AK4069'AT CAPE CANAVERAL.
 AK4069'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK4069'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK4069'MINUTEMAN LAUNCH COMPLEX, AND 50 FEET SOUTH OF THE CENTER OF
 AK4069'LAUNCH RING 32.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0103 ***********************************************************************
 AG0103  DESIGNATION -  198
 AG0103  PID         -  AG0103
 AG0103  STATE/COUNTY-  FL/PINELLAS
 AG0103  COUNTRY     -  US
 AG0103  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0103
 AG0103                         *CURRENT SURVEY CONTROL
 AG0103  ______________________________________________________________________
 AG0103* NAD 83(1986) POSITION- 27 44 01.     (N) 082 40 47.     (W)   SCALED
 AG0103* NAVD 88 ORTHO HEIGHT -     5.272 (meters)       17.30  (feet) ADJUSTED
 AG0103  ______________________________________________________________________
 AG0103  GEOID HEIGHT    -        -24.437 (meters)                     GEOID18
 AG0103  DYNAMIC HEIGHT  -          5.264 (meters)       17.27  (feet) COMP
 AG0103  MODELED GRAVITY -    979,171.3   (mgal)                       NAVD 88
 AG0103
 AG0103  VERT ORDER      -  SECOND    CLASS II
 AG0103
 AG0103.The horizontal coordinates were scaled from a map and have
 AG0103.an estimated accuracy of +/- 6 seconds.
 AG0103
 AG0103.The orthometric height was determined by differential leveling and
 AG0103.adjusted by the NATIONAL GEODETIC SURVEY
 AG0103.in June 1991.
 AG0103
 AG0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0103.GEOID18 height accuracy estimate available here.
 AG0103
 AG0103.Click photographs - Photos may exist for this station.
 AG0103
 AG0103.The dynamic height is computed by dividing the NAVD 88
 AG0103.geopotential number by the normal gravity value computed on the
 AG0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0103.degrees latitude (g = 980.6199 gals.).
 AG0103
 AG0103.The modeled gravity was interpolated from observed gravity values.
 AG0103
 AG0103;                    North         East    Units  Estimated Accuracy
 AG0103;SPC FL W     -   376,880.      132,980.      MT  (+/- 180 meters Scaled)
 AG0103
 AG0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344688(NAD 83)
 AG0103
 AG0103                          SUPERSEDED SURVEY CONTROL
 AG0103
 AG0103  NGVD 29 (??/??/92)    5.553  (m)           18.22   (f) ADJ UNCH    2 2
 AG0103
 AG0103.Superseded values are not recommended for survey control.
 AG0103
 AG0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0103.See file dsdata.pdf to determine how the superseded data were derived.
 AG0103
 AG0103_MARKER: DD = SURVEY DISK
 AG0103_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0103_SP_SET: INLET
 AG0103_STAMPING: 198
 AG0103_MARK LOGO: FLHD
 AG0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0103+STABILITY: SURFACE MOTION
 AG0103
 AG0103  HISTORY     - Date     Condition        Report By
 AG0103  HISTORY     - UNK      MONUMENTED       FLHD
 AG0103  HISTORY     - 1976     GOOD             FLDT
 AG0103  HISTORY     - 19980112 GOOD             USPSQD
 AG0103  HISTORY     - 20050204 MARK NOT FOUND   USPSQD
 AG0103
 AG0103                          STATION DESCRIPTION
 AG0103
 AG0103'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0103'AT ST PETERSBURG.
 AG0103'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET
 AG0103'SOUTH) AND PINELLAS BAYWAY (54TH AVENUE S/A19A), RUN NORTHERLY ON
 AG0103'U.S. 19 FOR 1.05 MILE TO THE INTERSECTION OF 38TH AVENUE SOUTH,
 AG0103'STATION ON RIGHT, IN THE NE CORNER, 45.5 FT. EAST OF THE CENTERLINE
 AG0103'OF U.S. 19, 38.5 FT. NORTH OF THE CENTERLINE OF 38TH AVENUE SOUTH,
 AG0103'5.7 FT. SW OF A POWER/SIGNAL POLE, NUMBER 101435.  SET IN TOP OF A
 AG0103'CONCRETE INLET.  SECTION 35, T31S, R16E.
 AG0103
 AG0103                          STATION RECOVERY (1998)
 AG0103
 AG0103'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0103'RECOVERED IN GOOD CONDITION.
 AG0103
 AG0103                          STATION RECOVERY (2005)
 AG0103
 AG0103'RECOVERY NOTE BY US POWER SQUADRON 2005
 AG0103'A NEW POWER POLE DATED 7/17/2000 HAS BEEN ERECTED ALONG WITH A NEW
 AG0103'TRAFFIC SIGNAL POLE VERY CLOSE TO THE MARKER LOCATION. I SUSPECT BUT
 AG0103'CANNOT CONFIRM THAT THE MARKER HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7129 ***********************************************************************
 AG7129  DESIGNATION -  198 C OF SP
 AG7129  PID         -  AG7129
 AG7129  STATE/COUNTY-  FL/PINELLAS
 AG7129  COUNTRY     -  US
 AG7129  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7129
 AG7129                         *CURRENT SURVEY CONTROL
 AG7129  ______________________________________________________________________
 AG7129* NAD 83(1986) POSITION- 27 47 57.     (N) 082 43 14.     (W)   SCALED
 AG7129* NAVD 88 ORTHO HEIGHT -     5.145 (meters)       16.88  (feet) ADJUSTED
 AG7129  ______________________________________________________________________
 AG7129  GEOID HEIGHT    -        -24.449 (meters)                     GEOID18
 AG7129  DYNAMIC HEIGHT  -          5.137 (meters)       16.85  (feet) COMP
 AG7129  MODELED GRAVITY -    979,178.0   (mgal)                       NAVD 88
 AG7129
 AG7129  VERT ORDER      -  SECOND    CLASS II
 AG7129
 AG7129.The horizontal coordinates were scaled from a map and have
 AG7129.an estimated accuracy of +/- 6 seconds.
 AG7129
 AG7129.The orthometric height was determined by differential leveling and
 AG7129.adjusted by the NATIONAL GEODETIC SURVEY
 AG7129.in June 1991.
 AG7129
 AG7129.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7129.GEOID18 height accuracy estimate available here.
 AG7129
 AG7129.Click photographs - Photos may exist for this station.
 AG7129
 AG7129.The dynamic height is computed by dividing the NAVD 88
 AG7129.geopotential number by the normal gravity value computed on the
 AG7129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7129.degrees latitude (g = 980.6199 gals.).
 AG7129
 AG7129.The modeled gravity was interpolated from observed gravity values.
 AG7129
 AG7129;                    North         East    Units  Estimated Accuracy
 AG7129;SPC FL W     -   384,160.      129,000.      MT  (+/- 180 meters Scaled)
 AG7129
 AG7129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL305761(NAD 83)
 AG7129
 AG7129                          SUPERSEDED SURVEY CONTROL
 AG7129
 AG7129  NGVD 29 (??/??/92)    5.411  (m)           17.75   (f) ADJ UNCH    2 2
 AG7129
 AG7129.Superseded values are not recommended for survey control.
 AG7129
 AG7129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7129.See file dsdata.pdf to determine how the superseded data were derived.
 AG7129
 AG7129_MARKER: DD = SURVEY DISK
 AG7129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7129_PROJECTION: FLUSH
 AG7129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7129+STABILITY: SURFACE MOTION
 AG7129
 AG7129  HISTORY     - Date     Condition        Report By
 AG7129  HISTORY     - UNK      MONUMENTED       FL2730
 AG7129  HISTORY     - 1977     GOOD             FL-103
 AG7129  HISTORY     - 19980205 GOOD             USPSQD
 AG7129  HISTORY     - 20081009 GOOD             PINCPW
 AG7129
 AG7129                          STATION DESCRIPTION
 AG7129
 AG7129'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7129'IN ST PETERSBURG.
 AG7129'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 92 SR 687 4TH
 AG7129'ST. AND SR 595 5TH AVE. N., RUN NORTHERLY ON SR 687 FOR 1.50 MILES TO
 AG7129'THE INTERSECTION OF 30TH AVE. N. TURN LEFT AND RUN WESTERLY ON 30TH
 AG7129'AVE. N. FOR 5.20 MILES TO THE INTERSECTION OF 62ND ST. N. STATION ON
 AG7129'RIGHT, IN THE N.W. CORNER, 48.1 FT. NORTH OF THE CENTERLINE OF 30TH
 AG7129'AVE. N., 29.8 FT. WEST OF THE CENTERLINE OF 62ND ST. N., 55.9 FT. S.E.
 AG7129'OF THE S.E. CORNER OF A ONE STORY BLOCK HOUSE 3000 62ND ST., 26.5 FT.
 AG7129'N.N.W. OF CONCRETE POWER AND LIGHT POLE 1-68166, 21.3 FT. N.N.E. OF A
 AG7129'FIRE HYDRANT. THE POINT IS AT THE BACK OF BOTH SIDEWALKS. SET IN THE
 AG7129'TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  NO STAMPING
 AG7129'ON DISK.
 AG7129
 AG7129                          STATION RECOVERY (1998)
 AG7129
 AG7129'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7129'RECOVERED IN GOOD CONDITION.
 AG7129
 AG7129                          STATION RECOVERY (2008)
 AG7129
 AG7129'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG7129'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0104 ***********************************************************************
 AG0104  DESIGNATION -  199
 AG0104  PID         -  AG0104
 AG0104  STATE/COUNTY-  FL/PINELLAS
 AG0104  COUNTRY     -  US
 AG0104  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0104
 AG0104                         *CURRENT SURVEY CONTROL
 AG0104  ______________________________________________________________________
 AG0104* NAD 83(1986) POSITION- 27 45 05.64   (N) 082 44 25.59   (W)   HD_HELD1
 AG0104* NAVD 88 ORTHO HEIGHT -     3.041 (meters)        9.98  (feet) ADJUSTED
 AG0104  ______________________________________________________________________
 AG0104  GEOID HEIGHT    -        -24.370 (meters)                     GEOID18
 AG0104  DYNAMIC HEIGHT  -          3.036 (meters)        9.96  (feet) COMP
 AG0104  MODELED GRAVITY -    979,174.6   (mgal)                       NAVD 88
 AG0104
 AG0104  VERT ORDER      -  SECOND    CLASS II
 AG0104
 AG0104.The horizontal coordinates were determined by differentially corrected
 AG0104.hand held GPS observations or other comparable positioning techniques
 AG0104.and have an estimated accuracy of +/- 3 meters.
 AG0104
 AG0104.The orthometric height was determined by differential leveling and
 AG0104.adjusted by the NATIONAL GEODETIC SURVEY
 AG0104.in June 1991.
 AG0104
 AG0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0104.GEOID18 height accuracy estimate available here.
 AG0104
 AG0104.Click photographs - Photos may exist for this station.
 AG0104
 AG0104.The dynamic height is computed by dividing the NAVD 88
 AG0104.geopotential number by the normal gravity value computed on the
 AG0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0104.degrees latitude (g = 980.6199 gals.).
 AG0104
 AG0104.The modeled gravity was interpolated from observed gravity values.
 AG0104
 AG0104;                    North         East    Units  Estimated Accuracy
 AG0104;SPC FL W     -   378,899.5     127,005.6     MT  (+/- 3 meters HH1 GPS) 
 AG0104
 AG0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2846970895(NAD 83)
 AG0104
 AG0104                          SUPERSEDED SURVEY CONTROL
 AG0104
 AG0104  NGVD 29 (??/??/92)    3.315  (m)           10.88   (f) ADJ UNCH    2 2
 AG0104
 AG0104.Superseded values are not recommended for survey control.
 AG0104
 AG0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0104.See file dsdata.pdf to determine how the superseded data were derived.
 AG0104
 AG0104_MARKER: DD = SURVEY DISK
 AG0104_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0104_SP_SET: BRIDGE SIDEWALK
 AG0104_STAMPING: 199
 AG0104_MARK LOGO: FLHD
 AG0104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0104
 AG0104  HISTORY     - Date     Condition        Report By
 AG0104  HISTORY     - UNK      MONUMENTED       FLHD
 AG0104  HISTORY     - 1976     GOOD             FLDT
 AG0104  HISTORY     - 19980129 GOOD             USPSQD
 AG0104  HISTORY     - 20080911 GOOD             PINCPW
 AG0104
 AG0104                          STATION DESCRIPTION
 AG0104
 AG0104'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0104'AT SOUTH PASADENA.
 AG0104'TO REACH THE STATION FROM THE JUNCTION OF 75TH AVE. (A19A/S.R.
 AG0104'690) AND GULF BLVD. (A19A/S.R. 699) IN ST. PETERSBURG BEACH, RUN
 AG0104'EASTERLY AND NORTHEASTERLY ON S.R. 690 FOR 1.05 MILE.  STATION
 AG0104'ON LEFT, ON THE NW CORNER OF THE SOUTH BOUND BRIDGE (COREY
 AG0104'CAUSEWAY).  SET IN TOP OF THE CONCRETE SIDEWALK.  SECTION 30,
 AG0104'T 31S, R 16E
 AG0104
 AG0104                          STATION RECOVERY (1998)
 AG0104
 AG0104'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0104'RECOVERED IN GOOD CONDITION.
 AG0104
 AG0104                          STATION RECOVERY (2008)
 AG0104
 AG0104'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8153 ***********************************************************************
 AD8153  DESIGNATION -  1990
 AD8153  PID         -  AD8153
 AD8153  STATE/COUNTY-  FL/PALM BEACH
 AD8153  COUNTRY     -  US
 AD8153  USGS QUAD   -  EAST OF LITTLE CYPRESS SWAMP (2018)
 AD8153
 AD8153                         *CURRENT SURVEY CONTROL
 AD8153  ______________________________________________________________________
 AD8153* NAD 83(1986) POSITION- 26 26 05.04   (N) 080 48 39.75   (W)   HD_HELD1
 AD8153* NAVD 88 ORTHO HEIGHT -     4.660 (meters)       15.29  (feet) ADJUSTED
 AD8153  ______________________________________________________________________
 AD8153  GEOID HEIGHT    -        -24.872 (meters)                     GEOID18
 AD8153  DYNAMIC HEIGHT  -          4.653 (meters)       15.27  (feet) COMP
 AD8153  MODELED GRAVITY -    979,070.6   (mgal)                       NAVD 88
 AD8153
 AD8153  VERT ORDER      -  FIRST     CLASS II
 AD8153
 AD8153.The horizontal coordinates were determined by differentially corrected
 AD8153.hand held GPS observations or other comparable positioning techniques
 AD8153.and have an estimated accuracy of +/- 3 meters.
 AD8153
 AD8153.The orthometric height was determined by differential leveling and
 AD8153.adjusted by the NATIONAL GEODETIC SURVEY
 AD8153.in September 1992.
 AD8153
 AD8153.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8153.GEOID18 height accuracy estimate available here.
 AD8153
 AD8153.Click photographs - Photos may exist for this station.
 AD8153
 AD8153.The dynamic height is computed by dividing the NAVD 88
 AD8153.geopotential number by the normal gravity value computed on the
 AD8153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8153.degrees latitude (g = 980.6199 gals.).
 AD8153
 AD8153.The modeled gravity was interpolated from observed gravity values.
 AD8153
 AD8153;                    North         East    Units  Estimated Accuracy
 AD8153;SPC FL E     -   232,790.5     218,846.8     MT  (+/- 3 meters HH1 GPS) 
 AD8153
 AD8153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK1884023843(NAD 83)
 AD8153
 AD8153                          SUPERSEDED SURVEY CONTROL
 AD8153
 AD8153  NGVD 29 (09/01/92)    5.095  (m)           16.72   (f) ADJUSTED    1 2
 AD8153
 AD8153.Superseded values are not recommended for survey control.
 AD8153
 AD8153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8153.See file dsdata.pdf to determine how the superseded data were derived.
 AD8153
 AD8153_MARKER: DD = SURVEY DISK
 AD8153_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD8153_SP_SET: BRIDGE ABUTMENT
 AD8153_STAMPING: BM 1990
 AD8153_MARK LOGO: SFLWMD
 AD8153_MAGNETIC: I = MARKER IS A STEEL ROD
 AD8153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8153+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2020
 AD8153
 AD8153  HISTORY     - Date     Condition        Report By
 AD8153  HISTORY     - 1992     MONUMENTED       SFLWMD
 AD8153  HISTORY     - 19920317 GOOD             NGS
 AD8153  HISTORY     - 19961005 GOOD             FLDEP
 AD8153  HISTORY     - 20041005 GOOD             MCKIM
 AD8153  HISTORY     - 20041227 GOOD             NICKMI
 AD8153  HISTORY     - 20070618 GOOD             GCT
 AD8153  HISTORY     - 20090601 GOOD             MOREKL
 AD8153  HISTORY     - 20190806 GOOD             INDIV
 AD8153  HISTORY     - 20200518 GOOD             PICKET
 AD8153
 AD8153                          STATION DESCRIPTION
 AD8153
 AD8153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8153'14.9 KM (9.25 MI) SOUTHERLY ALONG MIAMI CANAL ROAD AND THE WEST LEVEE
 AD8153'ROAD OF THE MIAMI CANAL FROM THE POST OFFICE IN LAKE HARBOR, THENCE
 AD8153'0.1 KM (0.05 MI) EASTERLY ALONG A PAVED ROAD, THENCE 14.8 KM (9.20
 AD8153'MI) SOUTHERLY ALONG THE EAST LEVEE ROAD OF THE MIAMI CANAL, AT A
 AD8153'PUMPING STATION, IN TOP OF AND 0.1 M (0.3 FT) EAST OF THE WEST END OF
 AD8153'THE NORTH CONCRETE ABUTMENT OF A BRIDGE SPANNING A CANAL, 3.0 M (9.8
 AD8153'FT) WEST OF THE CENTER OF THE ROAD, 0.9 M (3.0 FT) NORTHWEST OF THE
 AD8153'MOST NORTHERLY SUPPORT POST OF A GUARDRAIL, AND 0.2 M (0.7 FT) ABOVE
 AD8153'THE LEVEL OF THE ROAD.
 AD8153
 AD8153                          STATION RECOVERY (1996)
 AD8153
 AD8153'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ)
 AD8153'THE MARK IS ABOUT 23.2 MI (37.3 KM) SOUTH-SOUTHEAST OF CLEWISTON, 19.3
 AD8153'MI (31.1 KM) SOUTH-SOUTHWEST OF BELLE GLADE IN SECTION 2, TOWNSHIP 47
 AD8153'SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE POST OFFICE IN LAKE
 AD8153'HARBOR, GO SOUTHERLY ON THE MIAMI CANAL ROAD (WEST SIDE OF THE CANAL)
 AD8153'FOR 0.65 MI (1.05 KM) TO THE END OF THE PAVEMENT, CONTINUE SOUTHERLY
 AD8153'ON THE MIAMI CANAL ROAD FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF
 AD8153'ROGERS ROAD ON THE RIGHT, CONTINUE SOUTHERLY ON THE MIAMI CANAL ROAD
 AD8153'FOR 6.25 MI (10.06 KM) TO THE INTERSECTION OF A PAVED ROAD, TURN LEFT
 AD8153'ON THE PAVED ROAD AND GO EASTERLY FOR 0.05 MI (0.08 KM) TO THE EAST
 AD8153'SIDE OF THE MIAMI CANAL AND A DIRT LEVEE ROAD ON THE RIGHT, TURN RIGHT
 AD8153'ON THE DIRT LEVEE ROAD AND GO SOUTHERLY FOR 9.25 MI (14.89 KM) TO THE
 AD8153'APPROXIMATE CENTER OF A BRIDGE OVER A PUMPING STATION AND THE MARK ON
 AD8153'THE RIGHT, SET FLUSH IN THE NORTHWEST CORNER OF THE BRIDGE AND ABOUT
 AD8153'0.5 FT (15.2 CM) ABOVE THE LEVEL OF THE BRIDGE. LOCATED 9.8 FT (3.0 M)
 AD8153'WEST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD THAT CROSSES THE
 AD8153'BRIDGE, 3.0 FT (0.9 M) NORTHWEST OF THE NORTH END OF THE WEST METAL
 AD8153'GAURDRAIL OF THE BRIDGE AND 0.7 FT (21.3 CM) SOUTH OF A CARSONITE
 AD8153'WITNESS POST.
 AD8153
 AD8153                          STATION RECOVERY (2004)
 AD8153
 AD8153'RECOVERY NOTE BY MCKIM AND CREED 2004 (BRH)
 AD8153'RECOVERED IN GOOD CONDITION.
 AD8153
 AD8153                          STATION RECOVERY (2004)
 AD8153
 AD8153'RECOVERY NOTE BY NICK MILLER INCORPORATED 2004 (ECD)
 AD8153'RECOVERED AS DESCRIBED.
 AD8153
 AD8153                          STATION RECOVERY (2007)
 AD8153
 AD8153'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2007 (WBM)
 AD8153'RECOVERED IN GOOD CONDITION.
 AD8153
 AD8153                          STATION RECOVERY (2009)
 AD8153
 AD8153'RECOVERY NOTE BY MORGAN AND EKLUND INC 2009 (PCV)
 AD8153'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 27 AND I-595
 AD8153'(I-75) IN FORT LAUDERDAL FL., GO NORTHWEST ALONG US 27 FOR 19.5 MILES
 AD8153'TO THE ENTRANCE TO PUMP BUILDING G370 ON THE LEFT. TURN LEFT, TRAVEL
 AD8153'WEST ALONG PAVED ROAD FOR 0.2 MILES ALONG THE NORTH SIDE OF THE PUMP
 AD8153'BUILDING TO A GATE (KEY).
 AD8153'PASS THROUGH GATE, CONTINUE WEST, THEN NORTH, THEN WEST AGAIN ALONG A
 AD8153'ROCK LEVEE ROAD FOR 15.6 MILES TO THE NORTH SIDE OF THE G-372 PUMP
 AD8153'BUILDING. GO SOUTH ALONG THE WEST SIDE OF THE BUILDING TO A GATE
 AD8153'(KEY), GO WEST 0.2 MILE TO GATE(KEY) ON THE RIGHT AND STRUCTURE G200A
 AD8153'ON LEFT AND THE STATION.
 AD8153'
 AD8153'NOTE FOR KEY CONTACT SOUTH FLORIDA WATER MANAGEMENT DISTRICT
 AD8153'(561-682-6605)
 AD8153
 AD8153                          STATION RECOVERY (2019)
 AD8153
 AD8153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (EL)
 AD8153'RECOVERED IN GOOD CONDITION.
 AD8153
 AD8153                          STATION RECOVERY (2020)
 AD8153
 AD8153'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2020 (JMC)
 AD8153'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD9131 ***********************************************************************
 AD9131  PACS        -  This is a Primary Airport Control Station.
 AD9131  DESIGNATION -  1J0 A
 AD9131  PID         -  AD9131
 AD9131  STATE/COUNTY-  FL/HOLMES
 AD9131  COUNTRY     -  US
 AD9131  USGS QUAD   -  CHIPLEY (2018)
 AD9131
 AD9131                         *CURRENT SURVEY CONTROL
 AD9131  ______________________________________________________________________
 AD9131* NAD 83(2011) POSITION- 30 50 51.13993(N) 085 36 05.56855(W)   ADJUSTED
 AD9131* NAD 83(2011) ELLIP HT-    -2.522 (meters)        (06/27/12)   ADJUSTED
 AD9131* NAD 83(2011) EPOCH   -  2010.00
 AD9131* NAVD 88 ORTHO HEIGHT -    25.29  (meters)       83.0   (feet) GPS OBS
 AD9131  ______________________________________________________________________
 AD9131  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AD9131  GEOID HEIGHT    -        -27.697 (meters)                     GEOID96
 AD9131  GEOID HEIGHT    -        -27.811 (meters)                     GEOID18
 AD9131  NAD 83(2011) X  -    420,324.567 (meters)                     COMP
 AD9131  NAD 83(2011) Y  - -5,464,533.880 (meters)                     COMP
 AD9131  NAD 83(2011) Z  -  3,251,391.887 (meters)                     COMP
 AD9131  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 AD9131
 AD9131  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD9131  Standards:
 AD9131         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD9131            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD9131  -------------------------------------------------------------------
 AD9131  NETWORK    0.58   1.86           0.24   0.23   0.95      0.07773056
 AD9131  -------------------------------------------------------------------
 AD9131  Click here for local accuracies and other accuracy information.
 AD9131
 AD9131.This mark is at Tri County Airport (1J0)
 AD9131
 AD9131.The horizontal coordinates were established by GPS observations
 AD9131.and adjusted by the National Geodetic Survey in June 2012.
 AD9131
 AD9131.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD9131.been affixed to the stable North American tectonic plate. See 
 AD9131.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD9131
 AD9131.The horizontal coordinates are valid at the epoch date displayed above
 AD9131.which is a decimal equivalence of Year/Month/Day.
 AD9131
 AD9131.The orthometric height was determined by GPS observations and a
 AD9131.high-resolution geoid model.
 AD9131
 AD9131.GPS derived orthometric heights for airport stations designated as
 AD9131.PACS or SACS are published to 2 decimal places.  This maintains
 AD9131.centimeter relative accuracy between the PACS and SACS.  It does
 AD9131.not indicate centimeter accuracy relative to other marks which are
 AD9131.part of the published vertical control network.
 AD9131
 AD9131.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD9131.GEOID18 height accuracy estimate available here.
 AD9131
 AD9131.Click photographs - Photos may exist for this station.
 AD9131
 AD9131.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD9131
 AD9131.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD9131
 AD9131.The ellipsoidal height was determined by GPS observations
 AD9131.and is referenced to NAD 83.
 AD9131
 AD9131. The following values were computed from the NAD 83(2011) position.
 AD9131
 AD9131;                    North         East     Units Scale Factor Converg.
 AD9131;SPC FL N     -   205,311.011   494,630.247   MT  1.00001873   -0 33 12.8
 AD9131;SPC FL N     -   673,591.21  1,622,799.40   sFT  1.00001873   -0 33 12.8
 AD9131;UTM  16      - 3,413,542.496   633,723.090   MT  0.99982058   +0 43 01.8
 AD9131
 AD9131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD9131!SPC FL N     -   1.00000040  x   1.00001873  =   1.00001913
 AD9131!UTM  16      -   1.00000040  x   0.99982058  =   0.99982098
 AD9131
 AD9131:                Primary Azimuth Mark                     Grid Az
 AD9131:SPC FL N     -  1J0 C                                    020 41 06.5
 AD9131:UTM  16      -  1J0 C                                    019 24 51.9
 AD9131
 AD9131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3372313542(NAD 83)
 AD9131
 AD9131|---------------------------------------------------------------------|
 AD9131| PID    Reference Object                     Distance      Geod. Az  |
 AD9131|                                                           dddmmss.s |
 AD9131| AE8361 1J0 C                               433.595 METERS 0200753.7 |
 AD9131|---------------------------------------------------------------------|
 AD9131
 AD9131                          SUPERSEDED SURVEY CONTROL
 AD9131
 AD9131  NAD 83(2007)-  30 50 51.13992(N)    085 36 05.56918(W) AD(2002.00) 0
 AD9131  ELLIP H (02/10/07)   -2.504  (m)                       GP(2002.00)    
 AD9131  NAD 83(1999)-  30 50 51.14002(N)    085 36 05.56948(W) AD(       ) B
 AD9131  ELLIP H (05/31/01)   -2.507  (m)                       GP(       ) 5 1
 AD9131  NAD 83(1990)-  30 50 51.13965(N)    085 36 05.56843(W) AD(       ) B
 AD9131  ELLIP H (07/14/97)   -2.346  (m)                       GP(       ) 1 1
 AD9131
 AD9131.Superseded values are not recommended for survey control.
 AD9131
 AD9131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD9131.See file dsdata.pdf to determine how the superseded data were derived.
 AD9131
 AD9131_MARKER: I = METAL ROD
 AD9131_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD9131_STAMPING: 1J0 A 1995
 AD9131_MARK LOGO: NGS
 AD9131_PROJECTION: FLUSH
 AD9131_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD9131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD9131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD9131+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2012
 AD9131_ROD/PIPE-DEPTH: 6.1 meters
 AD9131_SLEEVE-DEPTH  : 1 meters
 AD9131
 AD9131  HISTORY     - Date     Condition        Report By
 AD9131  HISTORY     - 1995     MONUMENTED       NGS
 AD9131  HISTORY     - 19951116 GOOD             NGS
 AD9131  HISTORY     - 20010501 GOOD             FLDT
 AD9131  HISTORY     - 20120227 GOOD             INDIV
 AD9131
 AD9131                          STATION DESCRIPTION
 AD9131
 AD9131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AD9131'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTHWEST OF CHIPLEY,
 AD9131'6.3 MI (10.1 KM) NORTHEAST OF BONIFAY AND AT THE TRI-COUNTY AIRPORT
 AD9131'NEAR THE JUNCTION OF THE CONNECTOR TAXIWAY AND THE RUNWAY.  OWNERSHIP
 AD9131'-- TRI COUNTY AIRPORT AUTHORITY, P.O. BOX 756, BONIFAY, FL 32425.
 AD9131'BOARD CHAIRMAIN, CHUCK ANDERSON, PHONE (904) 547-5944.  TO REACH THE
 AD9131'STATION FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND STATE HIGHWAY 79
 AD9131'IN BONIFAY, GO NORTH ON STATE HIGHWAY 79 FOR 1.0 MI (1.6 KM) TO AN
 AD9131'INTERSECTION.  TURN RIGHT AND GO EASTERLY FOLLOWING HOLMES COUNTY ROAD
 AD9131'173 FOR 4.45 MI (7.16 KM) TO A PAVED ROAD RIGHT.  TURN RIGHT AND GO
 AD9131'EASTERLY ON COUNTY ROAD 162 FOR 2.15 MI (3.46 KM) TO A DIRT ROAD
 AD9131'INTERSECTION.  TURN RIGHT AND GO SOUTHERLY FOLLOWING THE DIRT ROAD FOR
 AD9131'0.45 MI (0.72 KM) TO A PAVED ROAD ON THE LEFT.  TURN LEFT AND GO
 AD9131'EAST-SOUTHEAST ON THE AIRPORT ENTRANCE ROAD (PASSING THROUGH GATE) FOR
 AD9131'FOR 0.1 MI (0.2 KM) TO THE APRON.  BEAR LEFT AND GO EAST ON THE APRON,
 AD9131'THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 AD9131'RIGHT JUST BEFORE REACHING THE RUNWAY.  THE STATION IS 160.1 FT (48.8
 AD9131'M) WEST OF THE RUNWAY CENTER, 92.0 FT (28.0 M) SOUTHWEST OF THE SECOND
 AD9131'TAXIWAY LIGHT, 78.5 FT (23.9 M) SOUTH OF THE TAXIWAY CENTER, 62.4 FT
 AD9131'(19.0 M) SOUTHEAST OF THE THIRD TAXIWAY LIGHT AND 1.3 FT (0.4 M) NORTH
 AD9131'OF A WITNESS POST.  NOTE -- THE STATION IS AN AREA NAVIGATION APPROACH
 AD9131'PRIMARY AIRPORT CONTROL STATION.  DRL.
 AD9131
 AD9131                          STATION RECOVERY (1995)
 AD9131
 AD9131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AD9131'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTHWEST OF CHIPLEY,
 AD9131'6.3 MI (10.1 KM) NORTHEAST OF BONIFAY AND AT THE TRI-COUNTY AIRPORT
 AD9131'NEAR THE JUNCTION OF THE CONNECTOR TAXIWAY AND THE RUNWAY.
 AD9131'OWNERSHIP--TRI COUNTY AIRPORT AUTHORITY, PO BOX 756, BONIFAY, FL
 AD9131'32425.  BOARD CHAIRMAIN, CHUCK ANDERSON, PHONE (904) 547-5944.  TO
 AD9131'REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 90 AND STATE
 AD9131'HIGHWAY 79 IN BONIFAY, GO NORTH ON STATE HIGHWAY 79 FOR 1.0 MI (1.6
 AD9131'KM) TO A INTERSECTION, TURN RIGHT AND GO EASTERLY FOLLOWING COUNTY
 AD9131'ROAD 173 FOR 4.45 MI (7.16 KM) TO A PAVED ROAD RIGHT, TURN RIGHT AND
 AD9131'GO EASTERLY ON COUNTY ROAD 162 FOR 2.15 MI (3.46 KM) TO A DIRT ROAD
 AD9131'INTERSECTION, TURN RIGHT AND GO SOUTHERLY FOLLOWING THE DIRT ROAD FOR
 AD9131'0.45 MI (0.72 KM) TO THE PAVED ROAD ON THE LEFT, TURN LEFT AND GO
 AD9131'EAST-SOUTHEAST ON THE AIRPORT ENTRANCE ROAD (PASSING THROUGH GATE) FOR
 AD9131'FOR 0.1 MI (0.2 KM) TO THE APRON, BEAR LEFT AND GO EAST ON THE APRON,
 AD9131'THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE STATION ON THE
 AD9131'RIGHT JUST BEFORE REACHING THE RUNWAY.  THE STATION IS 160.1 FT (48.8
 AD9131'M) WEST OF THE RUNWAY CENTER, 92.0 FT (28.0 M) SOUTHWEST OF THE SECOND
 AD9131'TAXIWAY LIGHT, 78.5 FT (23.9 M) SOUTH OF THE TAXIWAY CENTER, 62.4 FT
 AD9131'(19.0 M) SOUTHEAST OF THE THIRD TAXIWAY LIGHT AND 1.3 FT (0.4 M) NORTH
 AD9131'OF A WITNESS POST.  THE STATION IS TOP CENTER OF A STAINLESS STEEL ROD
 AD9131'DRIVEN TO REFUSAL.THIS IS THE PRIMARY AIRPORT CONTROL STATION.  DRL.
 AD9131
 AD9131                          STATION RECOVERY (2001)
 AD9131
 AD9131'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2001 (DD)
 AD9131'RECOVERED AS DESCRIBED
 AD9131
 AD9131                          STATION RECOVERY (2012)
 AD9131
 AD9131'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (MCF)
 AD9131'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE8360 ***********************************************************************
 AE8360  SACS        -  This is a Secondary Airport Control Station.
 AE8360  DESIGNATION -  1J0 B
 AE8360  PID         -  AE8360
 AE8360  STATE/COUNTY-  FL/HOLMES
 AE8360  COUNTRY     -  US
 AE8360  USGS QUAD   -  CHIPLEY (2018)
 AE8360
 AE8360                         *CURRENT SURVEY CONTROL
 AE8360  ______________________________________________________________________
 AE8360* NAD 83(2011) POSITION- 30 50 27.49792(N) 085 36 07.49978(W)   ADJUSTED
 AE8360* NAD 83(2011) ELLIP HT-    -2.972 (meters)        (06/27/12)   ADJUSTED
 AE8360* NAD 83(2011) EPOCH   -  2010.00
 AE8360* NAVD 88 ORTHO HEIGHT -    24.84  (meters)       81.5   (feet) GPS OBS
 AE8360  ______________________________________________________________________
 AE8360  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8360  GEOID HEIGHT    -        -27.701 (meters)                     GEOID96
 AE8360  GEOID HEIGHT    -        -27.816 (meters)                     GEOID18
 AE8360  NAD 83(2011) X  -    420,301.999 (meters)                     COMP
 AE8360  NAD 83(2011) Y  - -5,464,909.626 (meters)                     COMP
 AE8360  NAD 83(2011) Z  -  3,250,766.547 (meters)                     COMP
 AE8360  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 AE8360
 AE8360  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8360  Standards:
 AE8360         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8360            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8360  -------------------------------------------------------------------
 AE8360  NETWORK    0.90   1.98           0.39   0.34   1.01      0.06717045
 AE8360  -------------------------------------------------------------------
 AE8360  Click here for local accuracies and other accuracy information.
 AE8360
 AE8360.This mark is at Tri County Airport (1J0)
 AE8360
 AE8360.The horizontal coordinates were established by GPS observations
 AE8360.and adjusted by the National Geodetic Survey in June 2012.
 AE8360
 AE8360.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8360.been affixed to the stable North American tectonic plate. See 
 AE8360.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8360
 AE8360.The horizontal coordinates are valid at the epoch date displayed above
 AE8360.which is a decimal equivalence of Year/Month/Day.
 AE8360
 AE8360.The orthometric height was determined by GPS observations and a
 AE8360.high-resolution geoid model.
 AE8360
 AE8360.GPS derived orthometric heights for airport stations designated as
 AE8360.PACS or SACS are published to 2 decimal places.  This maintains
 AE8360.centimeter relative accuracy between the PACS and SACS.  It does
 AE8360.not indicate centimeter accuracy relative to other marks which are
 AE8360.part of the published vertical control network.
 AE8360
 AE8360.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8360.GEOID18 height accuracy estimate available here.
 AE8360
 AE8360.Click photographs - Photos may exist for this station.
 AE8360
 AE8360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8360
 AE8360.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8360
 AE8360.The ellipsoidal height was determined by GPS observations
 AE8360.and is referenced to NAD 83.
 AE8360
 AE8360. The following values were computed from the NAD 83(2011) position.
 AE8360
 AE8360;                    North         East     Units Scale Factor Converg.
 AE8360;SPC FL N     -   204,583.441   494,571.896   MT  1.00001738   -0 33 13.8
 AE8360;SPC FL N     -   671,204.17  1,622,607.96   sFT  1.00001738   -0 33 13.8
 AE8360;UTM  16      - 3,412,813.954   633,680.896   MT  0.99982044   +0 43 00.3
 AE8360
 AE8360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8360!SPC FL N     -   1.00000047  x   1.00001738  =   1.00001785
 AE8360!UTM  16      -   1.00000047  x   0.99982044  =   0.99982091
 AE8360
 AE8360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3368012813(NAD 83)
 AE8360
 AE8360                          SUPERSEDED SURVEY CONTROL
 AE8360
 AE8360  NAD 83(2007)-  30 50 27.49791(N)    085 36 07.50042(W) AD(2002.00) 0
 AE8360  ELLIP H (02/10/07)   -2.954  (m)                       GP(2002.00)    
 AE8360  NAD 83(1999)-  30 50 27.49798(N)    085 36 07.50071(W) AD(       ) 1
 AE8360  ELLIP H (01/29/02)   -2.961  (m)                       GP(       ) 4 2
 AE8360  NAD 83(1990)-  30 50 27.49761(N)    085 36 07.49966(W) AD(       ) 1
 AE8360  ELLIP H (03/27/98)   -2.800  (m)                       GP(       ) 4 2
 AE8360
 AE8360.Superseded values are not recommended for survey control.
 AE8360
 AE8360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8360.See file dsdata.pdf to determine how the superseded data were derived.
 AE8360
 AE8360_MARKER: DD = SURVEY DISK
 AE8360_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE8360_STAMPING: 1J0 B 1995
 AE8360_MARK LOGO: NGS
 AE8360_PROJECTION: FLUSH
 AE8360_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8360+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 AE8360_ROD/PIPE-DEPTH: 1 meters
 AE8360
 AE8360  HISTORY     - Date     Condition        Report By
 AE8360  HISTORY     - 1995     MONUMENTED       NGS
 AE8360  HISTORY     - 20010501 GOOD             FLDT
 AE8360
 AE8360                          STATION DESCRIPTION
 AE8360
 AE8360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AE8360'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTHWEST OF CHIPLEY,
 AE8360'6.3 MI (10.1 KM) NORTHEAST OF BONIFAY AND AT THE TRI-COUNTY AIRPORT
 AE8360'NEAR A CONCRETE CULVERT THAT CROSSES UNDER THE RUNWAY NEAR THE
 AE8360'APPROACH END OF RUNWAY 01.  OWNERSHIP--TRI COUNTY AIRPORT AUTHORITY,
 AE8360'PO BOX 756, BONIFAY, FL 32425.  BOARD CHAIRMAIN, CHUCK ANDERSON, PHONE
 AE8360'(904) 547-5944.  TO REACH THE STATION FROM THE INTERSECTION OF US
 AE8360'HIGHWAY 90 AND STATE HIGHWAY 79 IN BONIFAY, GO NORTH ON STATE HIGHWAY
 AE8360'79 FOR 1.0 MI (1.6 KM) TO A INTERSECTION, TURN RIGHT AND GO EASTERLY
 AE8360'FOLLOWING COUNTY ROAD 173 FOR 4.45 MI (7.16 KM) TO A PAVED ROAD RIGHT,
 AE8360'TURN RIGHT AND GO EASTERLY ON COUNTY ROAD 162 FOR 2.15 MI (3.46 KM) TO
 AE8360'A DIRT ROAD INTERSECTION, TURN RIGHT AND GO SOUTHERLY FOLLOWING THE
 AE8360'DIRT ROAD FOR 0.45 MI (0.72 KM) TO THE PAVED ROAD ON THE LEFT, TURN
 AE8360'LEFT AND GO EAST-SOUTHEAST ON THE AIRPORT ENTRANCE ROAD (PASSING
 AE8360'THROUGH GATE) FOR FOR 0.1 MI (0.2 KM) TO THE APRON, BEAR LEFT AND GO
 AE8360'EAST ON THE APRON, THEN A CONNECTOR TAXIWAY FOR 0.1 MI (0.2 KM) TO THE
 AE8360'RUNWAY, TURN RIGHT AND GO SOUTH ON THE RUNWAY FOR 0.45 MI (0.72 KM) TO
 AE8360'THE STATION ON THE LEFT.  THE STATION IS A 1 M (3.3 FT) FENO MARK WITH
 AE8360'LOGO CAP, 74.8 FT (22.8 M) EAST OF THE RUNWAY CENTER, 44.8 FT (13.7 M)
 AE8360'SOUTH-SOUTHEAST OF THE 2ND CLEAR RUNWAY LIGHT, 40.4 FT (12.3 M)
 AE8360'WEST-SOUTHWEST OF THE SOUTH END OF A CONCRETE CULVERT HEADWALL AND 4.2
 AE8360'FT (1.3 M) WEST OF A WITNESS POST.  THIS IS A SECONDARY AIRPORT
 AE8360'CONTROL STATION.  DRL.
 AE8360
 AE8360                          STATION RECOVERY (2001)
 AE8360
 AE8360'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2001 (DD)
 AE8360'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE8361 ***********************************************************************
 AE8361  SACS        -  This is a Secondary Airport Control Station.
 AE8361  DESIGNATION -  1J0 C
 AE8361  PID         -  AE8361
 AE8361  STATE/COUNTY-  FL/HOLMES
 AE8361  COUNTRY     -  US
 AE8361  USGS QUAD   -  CHIPLEY (2018)
 AE8361
 AE8361                         *CURRENT SURVEY CONTROL
 AE8361  ______________________________________________________________________
 AE8361* NAD 83(2011) POSITION- 30 51 04.35914(N) 085 35 59.95194(W)   ADJUSTED
 AE8361* NAD 83(2011) ELLIP HT-    -2.764 (meters)        (06/27/12)   ADJUSTED
 AE8361* NAD 83(2011) EPOCH   -  2010.00
 AE8361* NAVD 88 ORTHO HEIGHT -    25.04  (meters)       82.2   (feet) GPS OBS
 AE8361  ______________________________________________________________________
 AE8361  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8361  GEOID HEIGHT    -        -27.695 (meters)                     GEOID96
 AE8361  GEOID HEIGHT    -        -27.809 (meters)                     GEOID18
 AE8361  NAD 83(2011) X  -    420,457.335 (meters)                     COMP
 AE8361  NAD 83(2011) Y  - -5,464,314.085 (meters)                     COMP
 AE8361  NAD 83(2011) Z  -  3,251,741.268 (meters)                     COMP
 AE8361  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 AE8361
 AE8361  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8361  Standards:
 AE8361         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8361            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8361  -------------------------------------------------------------------
 AE8361  NETWORK    0.94   1.98           0.42   0.34   1.01      0.07696246
 AE8361  -------------------------------------------------------------------
 AE8361  Click here for local accuracies and other accuracy information.
 AE8361
 AE8361.This mark is at Tri County Airport (1J0)
 AE8361
 AE8361.The horizontal coordinates were established by GPS observations
 AE8361.and adjusted by the National Geodetic Survey in June 2012.
 AE8361
 AE8361.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8361.been affixed to the stable North American tectonic plate. See 
 AE8361.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8361
 AE8361.The horizontal coordinates are valid at the epoch date displayed above
 AE8361.which is a decimal equivalence of Year/Month/Day.
 AE8361
 AE8361.The orthometric height was determined by GPS observations and a
 AE8361.high-resolution geoid model.
 AE8361
 AE8361.GPS derived orthometric heights for airport stations designated as
 AE8361.PACS or SACS are published to 2 decimal places.  This maintains
 AE8361.centimeter relative accuracy between the PACS and SACS.  It does
 AE8361.not indicate centimeter accuracy relative to other marks which are
 AE8361.part of the published vertical control network.
 AE8361
 AE8361.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8361.GEOID18 height accuracy estimate available here.
 AE8361
 AE8361.Click photographs - Photos may exist for this station.
 AE8361
 AE8361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8361
 AE8361.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8361
 AE8361.The ellipsoidal height was determined by GPS observations
 AE8361.and is referenced to NAD 83.
 AE8361
 AE8361. The following values were computed from the NAD 83(2011) position.
 AE8361
 AE8361;                    North         East     Units Scale Factor Converg.
 AE8361;SPC FL N     -   205,716.662   494,783.410   MT  1.00001949   -0 33 10.0
 AE8361;SPC FL N     -   674,922.08  1,623,301.90   sFT  1.00001949   -0 33 10.0
 AE8361;UTM  16      - 3,413,951.363   633,867.191   MT  0.99982106   +0 43 05.0
 AE8361
 AE8361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8361!SPC FL N     -   1.00000043  x   1.00001949  =   1.00001992
 AE8361!UTM  16      -   1.00000043  x   0.99982106  =   0.99982149
 AE8361
 AE8361:                Primary Azimuth Mark                     Grid Az
 AE8361:SPC FL N     -  1J0 A                                    200 41 06.6
 AE8361:UTM  16      -  1J0 A                                    199 24 51.6
 AE8361
 AE8361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3386713951(NAD 83)
 AE8361
 AE8361|---------------------------------------------------------------------|
 AE8361| PID    Reference Object                     Distance      Geod. Az  |
 AE8361|                                                           dddmmss.s |
 AE8361| AD9131 1J0 A                               433.595 METERS 2000756.6 |
 AE8361|---------------------------------------------------------------------|
 AE8361
 AE8361                          SUPERSEDED SURVEY CONTROL
 AE8361
 AE8361  NAD 83(2007)-  30 51 04.35912(N)    085 35 59.95258(W) AD(2002.00) 0
 AE8361  ELLIP H (02/10/07)   -2.746  (m)                       GP(2002.00)    
 AE8361  NAD 83(1999)-  30 51 04.35923(N)    085 35 59.95287(W) AD(       ) 1
 AE8361  ELLIP H (01/29/02)   -2.753  (m)                       GP(       ) 4 2
 AE8361  NAD 83(1990)-  30 51 04.35886(N)    085 35 59.95182(W) AD(       ) 1
 AE8361  ELLIP H (03/27/98)   -2.592  (m)                       GP(       ) 4 2
 AE8361
 AE8361.Superseded values are not recommended for survey control.
 AE8361
 AE8361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8361.See file dsdata.pdf to determine how the superseded data were derived.
 AE8361
 AE8361_MARKER: DD = SURVEY DISK
 AE8361_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE8361_STAMPING: 1J0 C 1995
 AE8361_MARK LOGO: NGS
 AE8361_PROJECTION: FLUSH
 AE8361_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8361_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE8361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8361+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 AE8361_ROD/PIPE-DEPTH: 1 meters
 AE8361
 AE8361  HISTORY     - Date     Condition        Report By
 AE8361  HISTORY     - 1995     MONUMENTED       NGS
 AE8361  HISTORY     - 20010501 GOOD             FLDT
 AE8361
 AE8361                          STATION DESCRIPTION
 AE8361
 AE8361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AE8361'THE STATION IS LOCATED ABOUT 6.4 MI (10.3 KM) NORTHWEST OF CHIPLEY,
 AE8361'6.3 MI (10.1 KM) NORTHEAST OF BONIFAY AND AT THE TRI-COUNTY AIRPORT
 AE8361'NEAR THE APPROACH END OF RUNWAY 19.  OWNERSHIP--TRI COUNTY AIRPORT
 AE8361'AUTHORITY, PO BOX 756, BONIFAY, FL 32425.  BOARD CHAIRMAIN, CHUCK
 AE8361'ANDERSON, PHONE (904) 547-5944.  TO REACH THE STATION FROM THE
 AE8361'INTERSECTION OF US HIGHWAY 90 AND STATE HIGHWAY 79 IN BONIFAY, GO
 AE8361'NORTH ON STATE HIGHWAY 79 FOR 1.0 MI (1.6 KM) TO A INTERSECTION, TURN
 AE8361'RIGHT AND GO EASTERLY FOLLOWING COUNTY ROAD 173 FOR 4.45 MI (7.16 KM)
 AE8361'TO A PAVED ROAD RIGHT, TURN RIGHT AND GO EASTERLY ON COUNTY ROAD 162
 AE8361'FOR 2.15 MI (3.46 KM) TO A DIRT ROAD INTERSECTION, TURN RIGHT AND GO
 AE8361'SOUTHERLY FOLLOWING THE DIRT ROAD FOR 0.45 MI (0.72 KM) TO THE PAVED
 AE8361'ROAD ON THE LEFT, TURN LEFT AND GO EAST-SOUTHEAST ON THE AIRPORT
 AE8361'ENTRANCE ROAD (PASSING THROUGH GATE) FOR FOR 0.1 MI (0.2 KM) TO THE
 AE8361'APRON, BEAR LEFT AND GO EAST ON THE APRON, THEN A CONNECTOR TAXIWAY
 AE8361'FOR 0.1 MI (0.2 KM) TO THE RUNWAY, TURN LEFT AND GO NORTH ON THE
 AE8361'RUNWAY FOR 0.25 MI (0.40 KM) TO THE PAVEMENT END AND THE STATION ON
 AE8361'THE RIGHT INLINE WITH THE THREASHOLD LIGHTS.  THE STATION IS 147.1 FT
 AE8361'(44.8 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A VASI LIGHT,
 AE8361'100.1 FT (30.5 M) EAST-NORTHEAST OF THE RUNWAY CENTER AT THE PAVEMENT
 AE8361'END, 50.6 FT (15.4 M) EAST OF THE EASTERNMOST THREASHOLD LIGHT AND 1.5
 AE8361'FT (0.5 M) WEST OF A WITNESS POST.THE STATION IS A FENO ROD AND SURVEY
 AE8361'DISK ENCASED IN A PVC PIPE WITH NGS LOGO CAP.  THIS IS A SECONDARY
 AE8361'AIRPORT CONTROL STATION.  DRL.
 AE8361
 AE8361                          STATION RECOVERY (2001)
 AE8361
 AE8361'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2001 (DD)
 AE8361'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0457 ***********************************************************************
 BC0457  DESIGNATION -  2
 BC0457  PID         -  BC0457
 BC0457  STATE/COUNTY-  FL/DUVAL
 BC0457  COUNTRY     -  US
 BC0457  USGS QUAD   -  MAYPORT (2018)
 BC0457
 BC0457                         *CURRENT SURVEY CONTROL
 BC0457  ______________________________________________________________________
 BC0457* NAD 83(1986) POSITION- 30 23 38.     (N) 081 25 18.     (W)   SCALED
 BC0457* NAVD 88 ORTHO HEIGHT -     0.876 (meters)        2.87  (feet) ADJUSTED
 BC0457  ______________________________________________________________________
 BC0457  GEOID HEIGHT    -        -28.559 (meters)                     GEOID18
 BC0457  DYNAMIC HEIGHT  -          0.874 (meters)        2.87  (feet) COMP
 BC0457  MODELED GRAVITY -    979,364.6   (mgal)                       NAVD 88
 BC0457
 BC0457  VERT ORDER      -  FIRST     CLASS II
 BC0457
 BC0457.The horizontal coordinates were scaled from a map and have
 BC0457.an estimated accuracy of +/- 6 seconds.
 BC0457
 BC0457.The orthometric height was determined by differential leveling and
 BC0457.adjusted by the NATIONAL GEODETIC SURVEY
 BC0457.in June 1991.
 BC0457
 BC0457.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0457.GEOID18 height accuracy estimate available here.
 BC0457
 BC0457.Click photographs - Photos may exist for this station.
 BC0457
 BC0457.The dynamic height is computed by dividing the NAVD 88
 BC0457.geopotential number by the normal gravity value computed on the
 BC0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0457.degrees latitude (g = 980.6199 gals.).
 BC0457
 BC0457.The modeled gravity was interpolated from observed gravity values.
 BC0457
 BC0457;                    North         East    Units  Estimated Accuracy
 BC0457;SPC FL E     -   671,610.      159,480.      MT  (+/- 180 meters Scaled)
 BC0457
 BC0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP594625(NAD 83)
 BC0457
 BC0457                          SUPERSEDED SURVEY CONTROL
 BC0457
 BC0457  NGVD 29 (??/??/92)    1.21   (m)            4.0    (f) COMPUTED    1 2
 BC0457
 BC0457.Superseded values are not recommended for survey control.
 BC0457
 BC0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0457.See file dsdata.pdf to determine how the superseded data were derived.
 BC0457
 BC0457_MARKER: DD = SURVEY DISK
 BC0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0457+STABILITY: SURFACE MOTION
 BC0457
 BC0457  HISTORY     - Date     Condition        Report By
 BC0457  HISTORY     - UNK      MONUMENTED       BLM
 BC0457  HISTORY     - 1935     GOOD             CGS
 BC0457  HISTORY     - 1970     MARK NOT FOUND   NGS
 BC0457
 BC0457                          STATION DESCRIPTION
 BC0457
 BC0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BC0457'AT MAYPORT.
 BC0457'AT MAYPORT, DUVAL COUNTY, 3/4 MILE EAST OF THE INTERSECTION OF
 BC0457'OCEAN STREET AND PALMER AVENUE, 29 FEET EAST AND 24 FEET NORTH
 BC0457'OF THE NORTHEAST CORNER OF THE TWO-STORY SHINGLE HOUSE OWNED IN
 BC0457'1935 BY JOE DANIEL, AND 22 FEET SOUTH OF THE CENTER LINE OF
 BC0457'PALMER AVENUE.  THE HIGHEST POINT ON THE TOP OF A GRANITE POST
 BC0457'PROJECTING 1-1/2 FEET ABOVE GROUND.
 BC0457
 BC0457                          STATION RECOVERY (1970)
 BC0457
 BC0457'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BC0457'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0330 ***********************************************************************
 AA0330  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0330  DESIGNATION -  2
 AA0330  PID         -  AA0330
 AA0330  STATE/COUNTY-  FL/MONROE
 AA0330  COUNTRY     -  US
 AA0330  USGS QUAD   -  MARATHON (2018)
 AA0330
 AA0330                         *CURRENT SURVEY CONTROL
 AA0330  ______________________________________________________________________
 AA0330* NAD 83(1986) POSITION- 24 43 49.     (N) 081 01 47.     (W)   SCALED
 AA0330* NAVD 88 ORTHO HEIGHT -     4.200 (meters)       13.78  (feet) ADJUSTED
 AA0330  ______________________________________________________________________
 AA0330  GEOID HEIGHT    -        -22.448 (meters)                     GEOID18
 AA0330  DYNAMIC HEIGHT  -          4.193 (meters)       13.76  (feet) COMP
 AA0330  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA0330
 AA0330  VERT ORDER      -  FIRST     CLASS II
 AA0330
 AA0330.The horizontal coordinates were scaled from a map and have
 AA0330.an estimated accuracy of +/- 6 seconds.
 AA0330
 AA0330.The orthometric height was determined by differential leveling and
 AA0330.adjusted by the NATIONAL GEODETIC SURVEY
 AA0330.in June 1991.
 AA0330
 AA0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0330.GEOID18 height accuracy estimate available here.
 AA0330
 AA0330.This Tidal Bench Mark is designated as VM 14235
 AA0330.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0330
 AA0330.Click photographs - Photos may exist for this station.
 AA0330
 AA0330.The dynamic height is computed by dividing the NAVD 88
 AA0330.geopotential number by the normal gravity value computed on the
 AA0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0330.degrees latitude (g = 980.6199 gals.).
 AA0330
 AA0330.The modeled gravity was interpolated from observed gravity values.
 AA0330
 AA0330;                    North         East    Units  Estimated Accuracy
 AA0330;SPC FL E     -    43,970.      196,990.      MT  (+/- 180 meters Scaled)
 AA0330
 AA0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH969350(NAD 83)
 AA0330
 AA0330                          SUPERSEDED SURVEY CONTROL
 AA0330
 AA0330  NGVD 29 (09/01/92)    4.643  (m)           15.23   (f) ADJUSTED    1 2
 AA0330
 AA0330.Superseded values are not recommended for survey control.
 AA0330
 AA0330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0330.See file dsdata.pdf to determine how the superseded data were derived.
 AA0330
 AA0330_MARKER: DD = SURVEY DISK
 AA0330_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0330_SP_SET: ABUTMENT
 AA0330_STAMPING: 2
 AA0330_MARK LOGO: FLHD
 AA0330_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0330
 AA0330  HISTORY     - Date     Condition        Report By
 AA0330  HISTORY     - UNK      MONUMENTED       FLHD
 AA0330  HISTORY     - 1966     GOOD             CGS
 AA0330  HISTORY     - 1970     GOOD             NGS
 AA0330  HISTORY     - 1978     GOOD             NGS
 AA0330  HISTORY     - 1982     GOOD             FLDNR
 AA0330  HISTORY     - 1984     GOOD             USPSQD
 AA0330  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AA0330  HISTORY     - 20181017 MARK NOT FOUND   FLDEP
 AA0330
 AA0330                          STATION DESCRIPTION
 AA0330
 AA0330'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0330'ABOUT 3.15 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 AA0330'AT MARATHON, SET ON THE TOP OF THE SOUTH END OF THE WEST CONCRETE
 AA0330'ABUTMENT OF THE KEY VACA CUT VIADUCT, 20 FEET SOUTH OF THE CENTER
 AA0330'LINE OF THE HIGHWAY, 109.5 FEET NORTHEAST OF TIDAL BENCH MARK
 AA0330'1 AND ABOUT LEVEL WITH THE HIGHWAY.
 AA0330
 AA0330                          STATION RECOVERY (1970)
 AA0330
 AA0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AA0330'RECOVERED IN GOOD CONDITION.
 AA0330
 AA0330                          STATION RECOVERY (1978)
 AA0330
 AA0330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0330'RECOVERED IN GOOD CONDITION.
 AA0330
 AA0330                          STATION RECOVERY (1982)
 AA0330
 AA0330'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0330'RECOVERED IN GOOD CONDITION.
 AA0330
 AA0330                          STATION RECOVERY (1984)
 AA0330
 AA0330'RECOVERY NOTE BY US POWER SQUADRON 1984
 AA0330'TIDAL STATION UNKNOWN. THE MARK IS 78.5 FEET NORTH OF THE NORTH
 AA0330'INBOARD CORNER OF PIER 1 AT THE FORMER KEY WEST NAVAL STATION, SET ON
 AA0330'TOP OF THE SEAWALL AT STREET TIDAL STATION UNKNOWN. THE MARK IS 78.5
 AA0330'FEET NORTH OF THE NORTH INBOARD CORNER OF PIER 1 AT THE FORMER KEY
 AA0330'WEST NAVAL STATION, SET ON TOP OF THE SEAWALL AT STREET LEVEL.
 AA0330
 AA0330                          STATION RECOVERY (2004)
 AA0330
 AA0330'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA0330'1984 DESCRIPTION BELIEVED TO BE INACCURATE. KEY VACA CUT
 AA0330'VIADUCT/BRIDGE HAS BEEN TOTALLY REBUILT, HIGHWAY ELEVATION TO BRIDGE
 AA0330'RAISED.
 AA0330
 AA0330                          STATION RECOVERY (2018)
 AA0330
 AA0330'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0330'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AA0330'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC1144 ***********************************************************************
 AC1144  DESIGNATION -  2
 AC1144  PID         -  AC1144
 AC1144  STATE/COUNTY-  FL/MIAMI-DADE
 AC1144  COUNTRY     -  US
 AC1144  USGS QUAD   -  HOMESTEAD (2018)
 AC1144
 AC1144                         *CURRENT SURVEY CONTROL
 AC1144  ______________________________________________________________________
 AC1144* NAD 83(1986) POSITION- 25 25 10.     (N) 080 28 25.     (W)   SCALED
 AC1144* NAVD 88 ORTHO HEIGHT -     0.608 (meters)        1.99  (feet) ADJUSTED
 AC1144  ______________________________________________________________________
 AC1144  GEOID HEIGHT    -        -24.829 (meters)                     GEOID18
 AC1144  DYNAMIC HEIGHT  -          0.607 (meters)        1.99  (feet) COMP
 AC1144  MODELED GRAVITY -    978,976.0   (mgal)                       NAVD 88
 AC1144
 AC1144  VERT ORDER      -  FIRST     CLASS II
 AC1144
 AC1144.The horizontal coordinates were scaled from a map and have
 AC1144.an estimated accuracy of +/- 6 seconds.
 AC1144
 AC1144.The orthometric height was determined by differential leveling and
 AC1144.adjusted by the NATIONAL GEODETIC SURVEY
 AC1144.in June 1991.
 AC1144
 AC1144.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC1144.GEOID18 height accuracy estimate available here.
 AC1144
 AC1144.Click photographs - Photos may exist for this station.
 AC1144
 AC1144.The dynamic height is computed by dividing the NAVD 88
 AC1144.geopotential number by the normal gravity value computed on the
 AC1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1144.degrees latitude (g = 980.6199 gals.).
 AC1144
 AC1144.The modeled gravity was interpolated from observed gravity values.
 AC1144
 AC1144;                    North         East    Units  Estimated Accuracy
 AC1144;SPC FL E     -   120,410.      252,960.      MT  (+/- 180 meters Scaled)
 AC1144
 AC1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ529114(NAD 83)
 AC1144
 AC1144                          SUPERSEDED SURVEY CONTROL
 AC1144
 AC1144  NGVD 29 (??/??/92)    1.069  (m)            3.51   (f) SUPERSEDED  1 2
 AC1144  NGVD 29 (09/01/92)    1.069  (m)            3.51   (f) ADJUSTED    1 2
 AC1144
 AC1144.Superseded values are not recommended for survey control.
 AC1144
 AC1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1144.See file dsdata.pdf to determine how the superseded data were derived.
 AC1144
 AC1144_MARKER: DD = SURVEY DISK
 AC1144_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC1144_STAMPING: USCE 2 5.15.59
 AC1144_MARK LOGO: USACE
 AC1144_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC1144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC1144+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1991
 AC1144
 AC1144  HISTORY     - Date     Condition        Report By
 AC1144  HISTORY     - UNK      MONUMENTED       USACE
 AC1144  HISTORY     - 1966     GOOD             CGS
 AC1144  HISTORY     - 1978     GOOD             NGS
 AC1144  HISTORY     - 19910124 GOOD             FLDNR
 AC1144  HISTORY     - 20081001 MARK NOT FOUND   GCT
 AC1144  HISTORY     - 20180628 MARK NOT FOUND   FLDEP
 AC1144
 AC1144                          STATION DESCRIPTION
 AC1144
 AC1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC1144'1.9 MI S FROM FLORIDA CITY.
 AC1144'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 AC1144'PALM DRIVE AT FLORIDA CITY, 84 FEET SOUTHWEST OF THE CENTER
 AC1144'OF THE JUNCTION OF A DRIVE LEADING WEST TO OUTER MARKER OF
 AC1144'HOMESTEAD AIR FORCE BASE, 76.5 FEET WEST OF THE CENTER LINE OF
 AC1144'HIGHWAY, 34 FEET SOUTH OF THE CENTER LINE OF THE DRIVE, 2.9
 AC1144'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF FENCE AROUND OUTER
 AC1144'MARKER, 2 1/2 FEET WEST OF A POWER POLE, ABOUT 2 1/2 FEET BELOW
 AC1144'THE LEVEL OF THE HIGHWAY AND IS A DISK IN THE TOP OF A 2-INCH
 AC1144'IRON PIPE FILLED WITH CONCRETE.
 AC1144
 AC1144                          STATION RECOVERY (1978)
 AC1144
 AC1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC1144'RECOVERED IN GOOD CONDITION.
 AC1144
 AC1144                          STATION RECOVERY (1991)
 AC1144
 AC1144'RECOVERY NOTE BY FL DEPT OF NAT RES 1991
 AC1144'RECOVERED IN GOOD CONDITION.
 AC1144
 AC1144                          STATION RECOVERY (2008)
 AC1144
 AC1144'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2008
 AC1144'HIGHWAY CONSTRUCTION APPEARS TO HAVE KNOCKED THIS OUT
 AC1144
 AC1144                          STATION RECOVERY (2018)
 AC1144
 AC1144'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (JRH)
 AC1144'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0220 ***********************************************************************
 AS0220  DESIGNATION -  2
 AS0220  PID         -  AS0220
 AS0220  STATE/COUNTY-  FL/FRANKLIN
 AS0220  COUNTRY     -  US
 AS0220  USGS QUAD   -  CARRABELLE (2018)
 AS0220
 AS0220                         *CURRENT SURVEY CONTROL
 AS0220  ______________________________________________________________________
 AS0220* NAD 83(1986) POSITION- 29 50 53.     (N) 084 40 38.     (W)   SCALED
 AS0220* NAVD 88 ORTHO HEIGHT -     3.720 (meters)       12.20  (feet) ADJUSTED
 AS0220  ______________________________________________________________________
 AS0220  GEOID HEIGHT    -        -27.226 (meters)                     GEOID18
 AS0220  DYNAMIC HEIGHT  -          3.715 (meters)       12.19  (feet) COMP
 AS0220  MODELED GRAVITY -    979,319.6   (mgal)                       NAVD 88
 AS0220
 AS0220  VERT ORDER      -  FIRST     CLASS I
 AS0220
 AS0220.The horizontal coordinates were scaled from a map and have
 AS0220.an estimated accuracy of +/- 6 seconds.
 AS0220
 AS0220.The orthometric height was determined by differential leveling and
 AS0220.adjusted by the NATIONAL GEODETIC SURVEY
 AS0220.in June 1991.
 AS0220
 AS0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0220.GEOID18 height accuracy estimate available here.
 AS0220
 AS0220.Click photographs - Photos may exist for this station.
 AS0220
 AS0220.The dynamic height is computed by dividing the NAVD 88
 AS0220.geopotential number by the normal gravity value computed on the
 AS0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0220.degrees latitude (g = 980.6199 gals.).
 AS0220
 AS0220.The modeled gravity was interpolated from observed gravity values.
 AS0220
 AS0220;                    North         East    Units  Estimated Accuracy
 AS0220;SPC FL N     -    94,020.      582,880.      MT  (+/- 180 meters Scaled)
 AS0220
 AS0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU243042(NAD 83)
 AS0220
 AS0220                          SUPERSEDED SURVEY CONTROL
 AS0220
 AS0220  NGVD 29 (??/??/92)    3.900  (m)           12.80   (f) ADJ UNCH    1 1
 AS0220
 AS0220.Superseded values are not recommended for survey control.
 AS0220
 AS0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0220.See file dsdata.pdf to determine how the superseded data were derived.
 AS0220
 AS0220_MARKER: DD = SURVEY DISK
 AS0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0220_STAMPING: 13.028 BRIDGE 2 1933 2
 AS0220_MARK LOGO: USACE
 AS0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0220+STABILITY: SURFACE MOTION
 AS0220
 AS0220  HISTORY     - Date     Condition        Report By
 AS0220  HISTORY     - 1933     MONUMENTED       USACE
 AS0220  HISTORY     - 1967     GOOD             CGS
 AS0220  HISTORY     - 1975     GOOD             NGS
 AS0220  HISTORY     - 19910927 MARK NOT FOUND   NGS
 AS0220  HISTORY     - 19980116 MARK NOT FOUND   USPSQD
 AS0220
 AS0220                          STATION DESCRIPTION
 AS0220
 AS0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AS0220'0.8 MI SW FROM CARRABELLE.
 AS0220'ABOUT 0.8 MILE SOUTHWEST ALONG U.S. HIGHWAYS 98 AND 319 FROM THE
 AS0220'SCHOOL AT CARRABELLE, IN SECTION 19, R 4 W, T 7 S, ABOUT 0.2
 AS0220'MILE SOUTH OF THE HIGHWAY BRIDGE OVER THE CARRABELLE RIVER, NEAR
 AS0220'THE SOUTHWEST CORNER OF A 400 FOOT WOODEN BRIDGE OVER THE SOUTH
 AS0220'FORK OF THE CARRABELLE RIVER, 15 FEET WEST OF THE CENTER LINE OF
 AS0220'THE HIGHWAY, 10 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AS0220'BRIDGE, 2 1/2 FEET SOUTHWEST OF THE 2ND GUARD RAIL POST SOUTH OF
 AS0220'THE SOUTH END OF THE BRIDGE, 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY
 AS0220'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE
 AS0220'THE LEVEL OF THE GROUND.
 AS0220
 AS0220                          STATION RECOVERY (1975)
 AS0220
 AS0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AS0220'RECOVERED IN GOOD CONDITION.
 AS0220
 AS0220                          STATION RECOVERY (1991)
 AS0220
 AS0220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 AS0220'NOTE--THE BRIDGE HAS BEEN REMOVED, MARK WAS SEARCHED FOR BUT NOT
 AS0220'FOUND.
 AS0220
 AS0220                          STATION RECOVERY (1998)
 AS0220
 AS0220'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0220'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1419 ***********************************************************************
 AQ1419  DESIGNATION -  2
 AQ1419  PID         -  AQ1419
 AQ1419  STATE/COUNTY-  FL/VOLUSIA
 AQ1419  COUNTRY     -  US
 AQ1419  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1419
 AQ1419                         *CURRENT SURVEY CONTROL
 AQ1419  ______________________________________________________________________
 AQ1419* NAD 83(1986) POSITION- 29 01 57.     (N) 080 55 00.     (W)   SCALED
 AQ1419* NAVD 88 ORTHO HEIGHT -     2.043 (meters)        6.70  (feet) ADJUSTED
 AQ1419  ______________________________________________________________________
 AQ1419  GEOID HEIGHT    -        -28.236 (meters)                     GEOID18
 AQ1419  DYNAMIC HEIGHT  -          2.041 (meters)        6.70  (feet) COMP
 AQ1419  MODELED GRAVITY -    979,262.0   (mgal)                       NAVD 88
 AQ1419
 AQ1419  VERT ORDER      -  FIRST     CLASS II
 AQ1419
 AQ1419.The horizontal coordinates were scaled from a map and have
 AQ1419.an estimated accuracy of +/- 6 seconds.
 AQ1419
 AQ1419.The orthometric height was determined by differential leveling and
 AQ1419.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1419.in June 1991.
 AQ1419
 AQ1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1419.GEOID18 height accuracy estimate available here.
 AQ1419
 AQ1419.Click photographs - Photos may exist for this station.
 AQ1419
 AQ1419.The dynamic height is computed by dividing the NAVD 88
 AQ1419.geopotential number by the normal gravity value computed on the
 AQ1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1419.degrees latitude (g = 980.6199 gals.).
 AQ1419
 AQ1419.The modeled gravity was interpolated from observed gravity values.
 AQ1419
 AQ1419;                    North         East    Units  Estimated Accuracy
 AQ1419;SPC FL E     -   520,640.      208,120.      MT  (+/- 180 meters Scaled)
 AQ1419
 AQ1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN081115(NAD 83)
 AQ1419
 AQ1419                          SUPERSEDED SURVEY CONTROL
 AQ1419
 AQ1419  NGVD 29 (??/??/92)    2.409  (m)            7.90   (f) ADJ UNCH    1 2
 AQ1419
 AQ1419.Superseded values are not recommended for survey control.
 AQ1419
 AQ1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1419.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1419
 AQ1419_MARKER: DD = SURVEY DISK
 AQ1419_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AQ1419_SP_SET: BRIDGE ABUTMENT
 AQ1419_STAMPING: 2
 AQ1419_MARK LOGO: FLHD
 AQ1419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1419
 AQ1419  HISTORY     - Date     Condition        Report By
 AQ1419  HISTORY     - UNK      MONUMENTED       FLHD
 AQ1419  HISTORY     - 1963     GOOD             CGS
 AQ1419  HISTORY     - 1984     GOOD             USPSQD
 AQ1419  HISTORY     - 20210319 MARK NOT FOUND   GEOCAC
 AQ1419
 AQ1419                          STATION DESCRIPTION
 AQ1419
 AQ1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AQ1419'1 MI E FROM NEW SMYRNA BEACH.
 AQ1419'1.0 MILE EAST ALONG STATE HIGHWAY 44 FROM ITS INTERSECTION WITH
 AQ1419'U.S. HIGHWAY 1 AT NEW SMYRNA BEACH, SET ON THE TOP OF THE SOUTH
 AQ1419'END OF THE WEST ABUTMENT OF A LARGE BRIDGE OVER A CREEK, 20.5 FEET
 AQ1419'SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 AQ1419'HIGHWAY.  NOTE-- THE FIGURE 2 WAS STAMPED ON THE DISK BY THIS
 AQ1419'PARTY IN 1963.
 AQ1419
 AQ1419                          STATION RECOVERY (1984)
 AQ1419
 AQ1419'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1419'RECOVERED IN GOOD CONDITION.
 AQ1419
 AQ1419                          STATION RECOVERY (2021)
 AQ1419
 AQ1419'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1419'THE BRIDGE AND ITS ABUTMENTS HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0696 ***********************************************************************
 AQ0696  DESIGNATION -  2
 AQ0696  PID         -  AQ0696
 AQ0696  STATE/COUNTY-  FL/MARION
 AQ0696  COUNTRY     -  US
 AQ0696  USGS QUAD   -  LYNNE (2018)
 AQ0696
 AQ0696                         *CURRENT SURVEY CONTROL
 AQ0696  ______________________________________________________________________
 AQ0696* NAD 83(1986) POSITION- 29 12 56.     (N) 081 59 07.     (W)   SCALED
 AQ0696* NAVD 88 ORTHO HEIGHT -    13.037 (meters)       42.77  (feet) ADJUSTED
 AQ0696  ______________________________________________________________________
 AQ0696  GEOID HEIGHT    -        -27.996 (meters)                     GEOID18
 AQ0696  DYNAMIC HEIGHT  -         13.019 (meters)       42.71  (feet) COMP
 AQ0696  MODELED GRAVITY -    979,253.6   (mgal)                       NAVD 88
 AQ0696
 AQ0696  VERT ORDER      -  FIRST     CLASS II
 AQ0696
 AQ0696.The horizontal coordinates were scaled from a map and have
 AQ0696.an estimated accuracy of +/- 6 seconds.
 AQ0696
 AQ0696.The orthometric height was determined by differential leveling and
 AQ0696.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0696.in June 1991.
 AQ0696
 AQ0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0696.GEOID18 height accuracy estimate available here.
 AQ0696
 AQ0696.Click photographs - Photos may exist for this station.
 AQ0696
 AQ0696.The dynamic height is computed by dividing the NAVD 88
 AQ0696.geopotential number by the normal gravity value computed on the
 AQ0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0696.degrees latitude (g = 980.6199 gals.).
 AQ0696
 AQ0696.The modeled gravity was interpolated from observed gravity values.
 AQ0696
 AQ0696;                    North         East    Units  Estimated Accuracy
 AQ0696;SPC FL W     -   540,920.      201,430.      MT  (+/- 180 meters Scaled)
 AQ0696
 AQ0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN042322(NAD 83)
 AQ0696
 AQ0696                          SUPERSEDED SURVEY CONTROL
 AQ0696
 AQ0696  NGVD 29 (??/??/92)   13.33   (m)           43.7    (f) COMPUTED    1 2
 AQ0696
 AQ0696.Superseded values are not recommended for survey control.
 AQ0696
 AQ0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0696.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0696
 AQ0696_MARKER: X = CHISELED CROSS
 AQ0696_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ0696_SP_SET: BUILDING FOUNDATION
 AQ0696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ0696
 AQ0696  HISTORY     - Date     Condition        Report By
 AQ0696  HISTORY     - UNK      MONUMENTED       CGS
 AQ0696  HISTORY     - 1970     GOOD             LOCENG
 AQ0696
 AQ0696                          STATION DESCRIPTION
 AQ0696
 AQ0696'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 AQ0696'AT WELAKA.
 AQ0696'AT WELAKA, PUTNAM COUNTY, ON ELM STREET, AT THE NORTHWEST CORNER
 AQ0696'OF MC LEOD BROTHERS GENERAL STORE AND POST OFFICE, 52 FEET
 AQ0696'SOUTHEAST OF A LARGE LIVE OAK TREE, AND ABOUT 33 FEET SOUTH OF
 AQ0696'THE CENTER LINE OF THE STREET, ON A CONCRETE BEAM TO THE
 AQ0696'FOUNDATION, 1 FOOT ABOVE THE GROUND.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0155 ***********************************************************************
 AK0155  DESIGNATION -  2
 AK0155  PID         -  AK0155
 AK0155  STATE/COUNTY-  FL/SEMINOLE
 AK0155  COUNTRY     -  US
 AK0155  USGS QUAD   -  SANFORD (2018)
 AK0155
 AK0155                         *CURRENT SURVEY CONTROL
 AK0155  ______________________________________________________________________
 AK0155* NAD 83(1986) POSITION- 28 50 13.     (N) 081 19 27.     (W)   SCALED
 AK0155* NAVD 88 ORTHO HEIGHT -     2.09  (+/-2cm)        6.9   (feet) VERTCON3
 AK0155  ______________________________________________________________________
 AK0155  GEOID HEIGHT    -        -27.825 (meters)                     GEOID18
 AK0155  VERT ORDER      -  ? (See Below)
 AK0155
 AK0155.The horizontal coordinates were scaled from a map and have
 AK0155.an estimated accuracy of +/- 6 seconds.
 AK0155
 AK0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK0155
 AK0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0155.GEOID18 height accuracy estimate available here.
 AK0155
 AK0155.The vertical order pertains to the NGVD 29 superseded value.
 AK0155
 AK0155.Click photographs - Photos may exist for this station.
 AK0155
 AK0155;                    North         East    Units  Estimated Accuracy
 AK0155;SPC FL E     -   499,000.      168,370.      MT  (+/- 180 meters Scaled)
 AK0155
 AK0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM683899(NAD 83)
 AK0155
 AK0155                          SUPERSEDED SURVEY CONTROL
 AK0155
 AK0155  NGVD 29 (??/??/92)    2.410  (m)            7.91   (f) ADJ UNCH       
 AK0155
 AK0155.Superseded values are not recommended for survey control.
 AK0155
 AK0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0155.See file dsdata.pdf to determine how the superseded data were derived.
 AK0155
 AK0155_MARKER: X = CHISELED CROSS
 AK0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK0155_SP_SET: BRIDGE
 AK0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK0155
 AK0155  HISTORY     - Date     Condition        Report By
 AK0155  HISTORY     - UNK      MONUMENTED       USACE
 AK0155  HISTORY     - 1933     GOOD             CGS
 AK0155  HISTORY     - 1960     MARK NOT FOUND   CGS
 AK0155
 AK0155                          STATION DESCRIPTION
 AK0155
 AK0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AK0155'IN VOLUSIA COUNTY, 4.3 MILES NORTH ALONG THE ATLANTIC COAST
 AK0155'LINE RAILROAD FROM THE PASSENGER STATION AT SANFORD, SEMINOLE
 AK0155'COUNTY, AT THE SOUTH END OF THE BRIDGE OVER ST. JOHNS RIVER,
 AK0155'AND ON THE TOP OF THE EAST SIDE OF THE IRON CAISSON OF THE EAST
 AK0155'PIER.  A LIGHTLY CHISELED CROSS.
 AK0155
 AK0155                          STATION RECOVERY (1960)
 AK0155
 AK0155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 AK0155'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2561 ***********************************************************************
 AD2561  DESIGNATION -  2 11.72
 AD2561  PID         -  AD2561
 AD2561  STATE/COUNTY-  FL/BROWARD
 AD2561  COUNTRY     -  US
 AD2561  USGS QUAD   -  FORT LAUDERDALE NORTH (2018)
 AD2561
 AD2561                         *CURRENT SURVEY CONTROL
 AD2561  ______________________________________________________________________
 AD2561* NAD 83(1986) POSITION- 26 12 22.     (N) 080 07 57.     (W)   SCALED
 AD2561* NAVD 88 ORTHO HEIGHT -     3.098 (meters)       10.16  (feet) ADJUSTED
 AD2561  ______________________________________________________________________
 AD2561  GEOID HEIGHT    -        -25.752 (meters)                     GEOID18
 AD2561  DYNAMIC HEIGHT  -          3.093 (meters)       10.15  (feet) COMP
 AD2561  MODELED GRAVITY -    979,067.6   (mgal)                       NAVD 88
 AD2561
 AD2561  VERT ORDER      -  FIRST     CLASS I
 AD2561
 AD2561.The horizontal coordinates were scaled from a map and have
 AD2561.an estimated accuracy of +/- 6 seconds.
 AD2561
 AD2561.The orthometric height was determined by differential leveling and
 AD2561.adjusted by the NATIONAL GEODETIC SURVEY
 AD2561.in June 1991.
 AD2561
 AD2561.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2561.GEOID18 height accuracy estimate available here.
 AD2561
 AD2561.Click photographs - Photos may exist for this station.
 AD2561
 AD2561.The dynamic height is computed by dividing the NAVD 88
 AD2561.geopotential number by the normal gravity value computed on the
 AD2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2561.degrees latitude (g = 980.6199 gals.).
 AD2561
 AD2561.The modeled gravity was interpolated from observed gravity values.
 AD2561
 AD2561;                    North         East    Units  Estimated Accuracy
 AD2561;SPC FL E     -   207,740.      286,700.      MT  (+/- 180 meters Scaled)
 AD2561
 AD2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ866987(NAD 83)
 AD2561
 AD2561                          SUPERSEDED SURVEY CONTROL
 AD2561
 AD2561  NGVD 29 (??/??/92)    3.580  (m)           11.75   (f) SUPERSEDED  1 1
 AD2561  NGVD 29 (09/01/92)    3.580  (m)           11.75   (f) ADJUSTED    1 1
 AD2561
 AD2561.Superseded values are not recommended for survey control.
 AD2561
 AD2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2561.See file dsdata.pdf to determine how the superseded data were derived.
 AD2561
 AD2561_MARKER: DD = SURVEY DISK
 AD2561_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2561_SP_SET: GUARDRAIL
 AD2561_STAMPING: 2 11.72
 AD2561_MARK LOGO: FLDT
 AD2561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD2561+SATELLITE: SATELLITE OBSERVATIONS - December 31, 1991
 AD2561
 AD2561  HISTORY     - Date     Condition        Report By
 AD2561  HISTORY     - UNK      MONUMENTED       FLHD
 AD2561  HISTORY     - 1965     GOOD             CGS
 AD2561  HISTORY     - 1973     GOOD             NGS
 AD2561  HISTORY     - 1989     GOOD             USPSQD
 AD2561  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD2561  HISTORY     - 19911231 GOOD             NGS
 AD2561  HISTORY     - 19980221 GOOD             USPSQD
 AD2561  HISTORY     - 20050630 MARK NOT FOUND   USPSQD
 AD2561
 AD2561                          STATION DESCRIPTION
 AD2561
 AD2561'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2561'1.8 MI S FROM POMPANO BEACH.
 AD2561'ABOUT 1.85 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2561'THE CROSSING OF THE ATLANTIC BLVD. AT POMPANO BEACH, IN SECTION
 AD2561'11, R 42 E, T 49 S, NEAR THE NORTHWEST CORNER OF A BRIDGE OVER
 AD2561'CYPRESS CREEK FOR OLD DIXIE HIGHWAY, SET ON THE TOP OF THE WEST
 AD2561'BANNISTER OF THE BRIDGE, 88 FEET WEST OF AND ACROSS OLD DIXIE
 AD2561'HIGHWAY FROM THE SOUTHBOUND LANE OF THE HIGHWAY, 5.2 FEET WEST
 AD2561'OF THE WEST CURB OF THE HIGHWAY, 7.7 FEET SOUTH OF THE NORTH
 AD2561'END OF THE BANNISTER AND 2.7 FEET ABOVE THE LEVEL OF THE BRIDGE
 AD2561'SIDEWALK.
 AD2561
 AD2561                          STATION RECOVERY (1973)
 AD2561
 AD2561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2561'RECOVERED IN GOOD CONDITION.
 AD2561
 AD2561                          STATION RECOVERY (1989)
 AD2561
 AD2561'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD2561'RECOVERED IN GOOD CONDITION.
 AD2561
 AD2561                          STATION RECOVERY (1990)
 AD2561
 AD2561'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2561'MARK NOT FOUND.
 AD2561
 AD2561                          STATION RECOVERY (1991)
 AD2561
 AD2561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2561'2.0 KM (1.2 MI) NORTHERLY ALONG STATE HIGHWAY 811 (DIXIE HIGHWAY)
 AD2561'FROM THE INTERSECTION OF STATE HIGHWAY 870 (EAST COMMERCIAL
 AD2561'BOULEVARD) IN OAKLAND PARK, IN TOP OF AND 2.3 M (7.5 FT) SOUTH OF THE
 AD2561'NORTH END OF THE WEST CONCRETE GUARDRAIL OF THE HIGHWAY BRIDGE
 AD2561'SPANNING CYPRESS CREEK CANAL, 5.9 M (19.4 FT) WEST OF THE HIGHWAY
 AD2561'CENTERLINE, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AD2561
 AD2561                          STATION RECOVERY (1998)
 AD2561
 AD2561'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2561'RECOVERED IN GOOD CONDITION.
 AD2561
 AD2561                          STATION RECOVERY (2005)
 AD2561
 AD2561'RECOVERY NOTE BY US POWER SQUADRON 2005 (EP)
 AD2561'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8676 ***********************************************************************
 AD8676  DESIGNATION -  2 12 46 27
 AD8676  PID         -  AD8676
 AD8676  STATE/COUNTY-  FL/LEE
 AD8676  COUNTRY     -  US
 AD8676  USGS QUAD   -  CORKSCREW (2018)
 AD8676
 AD8676                         *CURRENT SURVEY CONTROL
 AD8676  ______________________________________________________________________
 AD8676* NAD 83(2011) POSITION- 26 28 50.37264(N) 081 34 02.09455(W)   ADJUSTED
 AD8676* NAD 83(2011) ELLIP HT-   -15.650 (meters)        (06/27/12)   ADJUSTED
 AD8676* NAD 83(2011) EPOCH   -  2010.00
 AD8676* NAVD 88 ORTHO HEIGHT -     8.8   (meters)       29.    (feet) GPS OBS
 AD8676  ______________________________________________________________________
 AD8676  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8676  GEOID HEIGHT    -        -25.330 (meters)                     GEOID93
 AD8676  GEOID HEIGHT    -        -24.365 (meters)                     GEOID18
 AD8676  NAD 83(2011) X  -    837,768.153 (meters)                     COMP
 AD8676  NAD 83(2011) Y  - -5,651,000.827 (meters)                     COMP
 AD8676  NAD 83(2011) Z  -  2,826,819.993 (meters)                     COMP
 AD8676  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 AD8676
 AD8676  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8676  Standards:
 AD8676         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8676            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8676  -------------------------------------------------------------------
 AD8676  NETWORK    1.52   2.43           0.62   0.62   1.24      0.12278531
 AD8676  -------------------------------------------------------------------
 AD8676  Click here for local accuracies and other accuracy information.
 AD8676
 AD8676.The horizontal coordinates were established by GPS observations
 AD8676.and adjusted by the National Geodetic Survey in June 2012.
 AD8676
 AD8676.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8676.been affixed to the stable North American tectonic plate. See 
 AD8676.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8676
 AD8676.The horizontal coordinates are valid at the epoch date displayed above
 AD8676.which is a decimal equivalence of Year/Month/Day.
 AD8676
 AD8676.The orthometric height was determined by GPS observations and a
 AD8676.high-resolution geoid model.
 AD8676
 AD8676.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8676.GEOID18 height accuracy estimate available here.
 AD8676
 AD8676.Click photographs - Photos may exist for this station.
 AD8676
 AD8676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8676
 AD8676.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8676
 AD8676.The ellipsoidal height was determined by GPS observations
 AD8676.and is referenced to NAD 83.
 AD8676
 AD8676. The following values were computed from the NAD 83(2011) position.
 AD8676
 AD8676;                    North         East     Units Scale Factor Converg.
 AD8676;SPC FL W     -   237,937.400   243,145.969   MT  0.99996415   +0 11 34.7
 AD8676;SPC FL W     -   780,632.95    797,721.40   sFT  0.99996415   +0 11 34.7
 AD8676;UTM  17      - 2,929,040.362   443,463.546   MT  0.99963946   -0 15 10.6
 AD8676
 AD8676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8676!SPC FL W     -   1.00000246  x   0.99996415  =   0.99996661
 AD8676!UTM  17      -   1.00000246  x   0.99963946  =   0.99964192
 AD8676
 AD8676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK4346329040(NAD 83)
 AD8676
 AD8676                          SUPERSEDED SURVEY CONTROL
 AD8676
 AD8676  NAD 83(2007)-  26 28 50.37271(N)    081 34 02.09515(W) AD(2002.00) 0
 AD8676  ELLIP H (02/10/07)  -15.635  (m)                       GP(2002.00)    
 AD8676  NAD 83(1999)-  26 28 50.37310(N)    081 34 02.09555(W) AD(       ) 1
 AD8676  ELLIP H (07/06/01)  -15.612  (m)                       GP(       ) 4 2
 AD8676  NAD 83(1990)-  26 28 50.37150(N)    081 34 02.09396(W) AD(       ) 1
 AD8676  ELLIP H (11/12/93)  -15.573  (m)                       GP(       ) 4 1
 AD8676
 AD8676.Superseded values are not recommended for survey control.
 AD8676
 AD8676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8676.See file dsdata.pdf to determine how the superseded data were derived.
 AD8676
 AD8676_MARKER: DD = SURVEY DISK
 AD8676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8676_STAMPING: GPS 2-12 46 27 9070 1990
 AD8676_MARK LOGO: FL-071
 AD8676_PROJECTION: RECESSED 10 CENTIMETERS
 AD8676_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8676+STABILITY: SURFACE MOTION
 AD8676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8676+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1991
 AD8676
 AD8676  HISTORY     - Date     Condition        Report By
 AD8676  HISTORY     - 1990     MONUMENTED       DENI
 AD8676  HISTORY     - 19910105 GOOD
 AD8676
 AD8676                          STATION DESCRIPTION
 AD8676
 AD8676'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8676'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.12, TWP 46S, RGE
 AD8676'27E, 21.7 MI (34.9 KM) SOUTHEAST OF FORT MYERS, 0.2 MI (0.3 KM) WEST
 AD8676'OF THE LEE/COLLIER COUNTY LINE, 2.2 MI (3.5 KM) SOUTH OF THE CORNER
 AD8676'COMMON TO LEE, HENDRY AND COLLIER COUNTIES.
 AD8676'TO REACH STATION FROM THE JUNCTION OF IMMOKALEE ROAD/STATE ROUTE 82
 AD8676'AND CORKSCREW ROAD/COUNTY ROAD 850 IN COLLIER COUNTY, GO SOUTHWEST
 AD8676'3.75 MI (6.03 KM) ON CORKSCREW ROAD TO THE JUNCTION WITH WILDCAT ROAD
 AD8676'AND THE LEE/COLLIER COUNTY LINE, THEN WEST 0.2 MI (0.3 KM) ON WILDCAT
 AD8676'ROAD TO A CURVE TO THE RIGHT, THEN NORTH 0.55 MI (0.89 KM) TO THE
 AD8676'STATION ON THE RIGHT.
 AD8676'STATION IS 30 FT (9.1 M) EAST OF THE CENTERLINE OF WILDCAT ROAD, 83.4
 AD8676'FT (25.4 M) NORTHEAST OF A POWER POLE, 59.5 FT (18.1 M) NORTH OF A
 AD8676'WIRE FENCE INTERSECTION, 2.3 FT (0.7 M) WEST OF A WITNESS POST AT A
 AD8676'FENCE LINE.
 AD8676'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8676'DISK SET IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT, 4 INCHES BELOW
 AD8676'GROUND LEVEL.
 AD8676
 AD8676                          STATION RECOVERY (1991)
 AD8676
 AD8676'RECOVERED 1991
 AD8676'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0107 ***********************************************************************
 AG0107  DESIGNATION -  2 13.56
 AG0107  PID         -  AG0107
 AG0107  STATE/COUNTY-  FL/PINELLAS
 AG0107  COUNTRY     -  US
 AG0107  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0107
 AG0107                         *CURRENT SURVEY CONTROL
 AG0107  ______________________________________________________________________
 AG0107* NAD 83(1986) POSITION- 27 45 55.     (N) 082 43 59.     (W)   SCALED
 AG0107* NAVD 88 ORTHO HEIGHT -     3.891 (meters)       12.77  (feet) ADJUSTED
 AG0107  ______________________________________________________________________
 AG0107  GEOID HEIGHT    -        -24.392 (meters)                     GEOID18
 AG0107  DYNAMIC HEIGHT  -          3.885 (meters)       12.75  (feet) COMP
 AG0107  MODELED GRAVITY -    979,175.6   (mgal)                       NAVD 88
 AG0107
 AG0107  VERT ORDER      -  SECOND    CLASS II
 AG0107
 AG0107.The horizontal coordinates were scaled from a map and have
 AG0107.an estimated accuracy of +/- 6 seconds.
 AG0107
 AG0107.The orthometric height was determined by differential leveling and
 AG0107.adjusted by the NATIONAL GEODETIC SURVEY
 AG0107.in June 1991.
 AG0107
 AG0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0107.GEOID18 height accuracy estimate available here.
 AG0107
 AG0107.Click photographs - Photos may exist for this station.
 AG0107
 AG0107.The dynamic height is computed by dividing the NAVD 88
 AG0107.geopotential number by the normal gravity value computed on the
 AG0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0107.degrees latitude (g = 980.6199 gals.).
 AG0107
 AG0107.The modeled gravity was interpolated from observed gravity values.
 AG0107
 AG0107;                    North         East    Units  Estimated Accuracy
 AG0107;SPC FL W     -   380,420.      127,740.      MT  (+/- 180 meters Scaled)
 AG0107
 AG0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL292724(NAD 83)
 AG0107
 AG0107                          SUPERSEDED SURVEY CONTROL
 AG0107
 AG0107  NGVD 29 (??/??/92)    4.163  (m)           13.66   (f) ADJ UNCH    2 2
 AG0107
 AG0107.Superseded values are not recommended for survey control.
 AG0107
 AG0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0107.See file dsdata.pdf to determine how the superseded data were derived.
 AG0107
 AG0107_MARKER: DD = SURVEY DISK
 AG0107_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0107_SP_SET: INLET
 AG0107_STAMPING: 2 13.56
 AG0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0107+STABILITY: SURFACE MOTION
 AG0107
 AG0107  HISTORY     - Date     Condition        Report By
 AG0107  HISTORY     - UNK      MONUMENTED       FLHD
 AG0107  HISTORY     - 1976     GOOD             NGS
 AG0107  HISTORY     - 19980129 GOOD             USPSQD
 AG0107  HISTORY     - 20081015 GOOD             PINCPW
 AG0107
 AG0107                          STATION DESCRIPTION
 AG0107
 AG0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0107'IN ST PETERSBURG.
 AG0107'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A (S.R.
 AG0107'693, 66 ST.) AND S.R. 595 (TYRONE BLVD., U.S. ALT. HWY. 19). RUN
 AG0107'SOUTHERLY ON U.S. ALT. HWY. 19A FOR 2.00 MILES TO BOUGAINVILLA AVE. S.
 AG0107'STATION ON LEFT, IN THE N.E. CORNER, 41.6 FT. EAST OF THE CENTERLINE
 AG0107'OF U.S. ALT. HWY. 19 A, 44.2 FT. NORTH OF THE CENTERLINE OF
 AG0107'BOUGAINVILLA AVE. S.  SET IN THE TOP OF A CONCRETE INLET.  SECTION 19,
 AG0107'T31S, R16E.
 AG0107
 AG0107                          STATION RECOVERY (1998)
 AG0107
 AG0107'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0107'RECOVERED IN GOOD CONDITION.
 AG0107
 AG0107                          STATION RECOVERY (2008)
 AG0107
 AG0107'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (CB)
 AG0107'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1546 ***********************************************************************
 BC1546  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1546  DESIGNATION -  2 14
 BC1546  PID         -  BC1546
 BC1546  STATE/COUNTY-  FL/DUVAL
 BC1546  COUNTRY     -  US
 BC1546  USGS QUAD   -  ORANGE PARK (2018)
 BC1546
 BC1546                         *CURRENT SURVEY CONTROL
 BC1546  ______________________________________________________________________
 BC1546* NAD 83(1986) POSITION- 30 13 39.     (N) 081 40 40.     (W)   SCALED
 BC1546* NAVD 88 ORTHO HEIGHT -     4.746 (meters)       15.57  (feet) ADJUSTED
 BC1546  ______________________________________________________________________
 BC1546  GEOID HEIGHT    -        -28.223 (meters)                     GEOID18
 BC1546  DYNAMIC HEIGHT  -          4.739 (meters)       15.55  (feet) COMP
 BC1546  MODELED GRAVITY -    979,353.4   (mgal)                       NAVD 88
 BC1546
 BC1546  VERT ORDER      -  FIRST     CLASS II
 BC1546
 BC1546.The horizontal coordinates were scaled from a map and have
 BC1546.an estimated accuracy of +/- 6 seconds.
 BC1546
 BC1546.The orthometric height was determined by differential leveling and
 BC1546.adjusted by the NATIONAL GEODETIC SURVEY
 BC1546.in June 1991.
 BC1546
 BC1546.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1546.GEOID18 height accuracy estimate available here.
 BC1546
 BC1546.This Tidal Bench Mark is designated as VM 10716
 BC1546.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1546
 BC1546.Click photographs - Photos may exist for this station.
 BC1546
 BC1546.The dynamic height is computed by dividing the NAVD 88
 BC1546.geopotential number by the normal gravity value computed on the
 BC1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1546.degrees latitude (g = 980.6199 gals.).
 BC1546
 BC1546.The modeled gravity was interpolated from observed gravity values.
 BC1546
 BC1546;                    North         East    Units  Estimated Accuracy
 BC1546;SPC FL E     -   653,280.      134,760.      MT  (+/- 180 meters Scaled)
 BC1546
 BC1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP347441(NAD 83)
 BC1546
 BC1546                          SUPERSEDED SURVEY CONTROL
 BC1546
 BC1546  NGVD 29 (09/01/92)    5.070  (m)           16.63   (f) ADJUSTED    1 2
 BC1546
 BC1546.Superseded values are not recommended for survey control.
 BC1546
 BC1546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1546.See file dsdata.pdf to determine how the superseded data were derived.
 BC1546
 BC1546_MARKER: DB = BENCH MARK DISK
 BC1546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1546_STAMPING: 2 14 1977
 BC1546_MARK LOGO: FL-069
 BC1546_PROJECTION: FLUSH
 BC1546_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1546+STABILITY: SURFACE MOTION
 BC1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1546+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2005
 BC1546
 BC1546  HISTORY     - Date     Condition        Report By
 BC1546  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1546  HISTORY     - 19931013 GOOD             NGS
 BC1546  HISTORY     - 20050203 GOOD             FLDEP
 BC1546
 BC1546                          STATION DESCRIPTION
 BC1546
 BC1546'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1546'JACKSONVILLE.
 BC1546'BEGINNING AT THE INTERSECTION OF US 17 AND YORKTOWN AVENUE, GO EAST
 BC1546'ALONG YORKTOWN AVENUE ABOUT 1.35 MILES TO THE INTERSECTION OF YORKTOWN
 BC1546'AVENUE AND HOYT STREET, THENCE NORTH ALONG HOYT STREET ABOUT 0.15
 BC1546'MILES TO A RIGHT ELBOW BEND INTO ALBERMARLE AVENUE. THE MARK BEARS
 BC1546'25.5 FEET NORTHWEST OF THE INTERSECTION OF HOYT STREET AND ALBERMARIE
 BC1546'AVENUE, 22.2 FEET SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS, 1.8
 BC1546'FEET NORTHEAST OF THE CORNER OF A METAL FENCE. MARK IS A 2.25 INCH
 BC1546'BRASS FLORIDA LAKE BENCH MARK.
 BC1546
 BC1546                          STATION RECOVERY (1993)
 BC1546
 BC1546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1546'THE MARK IS ABOUT 15.0 MI (24.1 KM) SOUTHEAST OF JACKSONVILLE, 3.0 MI
 BC1546'(4.8 KM) NORTH-NORTHEAST OF ORANGE PARK ON THE NAVAL AIR STATION IN
 BC1546'SECTION 39, TOWNSHIP 3 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM
 BC1546'THE INTERSECTION OF INTERSTATE 295 AND U.S. HIGHWAY 17 IN ORANGE PARK,
 BC1546'GO NORTH ON U.S. HIGHWAY 17 FOR 2.45 MI (3.94 KM) TO THE MAIN ENTRANCE
 BC1546'TO THE NAVAL AIR STATION ON THE RIGHT (YORKTOWN AVENUE), TURN RIGHT ON
 BC1546'YORKTOWN AVENUE AND GO EAST PASSING THE GUARD HOUSE FOR 1.35 MI (2.17
 BC1546'KM) TO THE JUNCTION OF AJAX STREET ON THE LEFT, TURN LEFT ON AJAX
 BC1546'STREET AND GO NORTH FOR 0.15 MI (0.24 KM) TO JUNCTION OF ALBERMARLE
 BC1546'AVENUE AND THE MARK ON THE LEFT, A 2.25 INCH BRASS FLORIDA BENCHMARK
 BC1546'DISC SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 BC1546'LEVEL WITH THE ROADS, 25.5 FT (7.8 M) NORTHWEST OF THE INTERSECTION OF
 BC1546'ALBERMARLE AVENUE AND AJAX STREET, 22.2 FT (6.8 M) SOUTH OF THE SOUTH
 BC1546'RAIL OF RAILROAD TRACKS, AND 1.8 FT (0.5 M) NORTHEAST OF THE CORNER OF
 BC1546'THE METAL FENCE.
 BC1546
 BC1546                          STATION RECOVERY (2005)
 BC1546
 BC1546'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BSS)
 BC1546'THE MARK IS ABOUT 15.5 MI SOUTHEAST OF JACKSONVILLE, 3.5 MI
 BC1546'NORTH-NORTHEAST OF ORANGE  PARK, AT THE JACKSONVILLE NAVAL AIR
 BC1546'STATION, IN SECTION 39, TOWNSHIP 3 SOUTH, RANGE 26  EAST.
 BC1546'
 BC1546'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295 AND
 BC1546'U.S. HIGHWAY 17  (PARK AVENUE-SOUTHBOUND, ROOSEVELT
 BC1546'BOULEVARD-NORTHBOUND) IN ORANGE PARK, GO NORTH  ON U.S. HIGHWAY 17 FOR
 BC1546'2.4 MI TO THE YORKTOWN GATE ENTRANCE TO THE JACKSONVILLE NAVAL  AIR
 BC1546'STATION ON THE RIGHT, TURN RIGHT ON YORKTOWN AVENUE PASSING THROUGH
 BC1546'THE  ENTRANCE GATE AND GO EAST FOR 1.35 MI TO THE JUNCTION OF AJAX
 BC1546'STREET, TURN LEFT ON AJAX  STREET AND GO NORTH FOR 0.15 MI TO A RIGHT
 BC1546'TURN ELBOW BEND INTO ALBEMARLE AVENUE AND  THE MARK AT THE OUTSIDE OF
 BC1546'THE ELBOW.
 BC1546'
 BC1546'LOCATED 25.5 FT NORTHWEST OF THE INTERSECTION OF AJAX STREET AND
 BC1546'ALBEMARLE AVENUE, 22.2  FT SOUTH OF THE SOUTH RAIL OF RAILROAD TRACKS,
 BC1546'1.8 FT NORTHEAST OF THE CORNER OF A CHAIN  LINK FENCE AND 1.0 FT EAST
 BC1546'OF A WITNESS POST.
 BC1546'
 BC1546'NOTE ADVANCE PERMISSION IS REQUIRED FOR CIVILIAN ACCESS TO THE
 BC1546'JACKSONVILLE NAVAL AIR  STATION.  CONTACT THE BASE FACILITIES
 BC1546'DEPARTMENT AT 904-542-5427 FOR AUTHORIZATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5694 ***********************************************************************
 AD5694  DESIGNATION -  2 14 FLDT
 AD5694  PID         -  AD5694
 AD5694  STATE/COUNTY-  FL/BROWARD
 AD5694  COUNTRY     -  US
 AD5694  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5694
 AD5694                         *CURRENT SURVEY CONTROL
 AD5694  ______________________________________________________________________
 AD5694* NAD 83(1986) POSITION- 26 05 19.     (N) 080 10 06.     (W)   SCALED
 AD5694* NAVD 88 ORTHO HEIGHT -    11.183 (meters)       36.69  (feet) ADJUSTED
 AD5694  ______________________________________________________________________
 AD5694  GEOID HEIGHT    -        -25.581 (meters)                     GEOID18
 AD5694  DYNAMIC HEIGHT  -         11.165 (meters)       36.63  (feet) COMP
 AD5694  MODELED GRAVITY -    979,056.5   (mgal)                       NAVD 88
 AD5694
 AD5694  VERT ORDER      -  FIRST     CLASS II
 AD5694
 AD5694.The horizontal coordinates were scaled from a map and have
 AD5694.an estimated accuracy of +/- 6 seconds.
 AD5694
 AD5694.The orthometric height was determined by differential leveling and
 AD5694.adjusted by the NATIONAL GEODETIC SURVEY
 AD5694.in June 1991.
 AD5694
 AD5694.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5694.GEOID18 height accuracy estimate available here.
 AD5694
 AD5694.Click photographs - Photos may exist for this station.
 AD5694
 AD5694.The dynamic height is computed by dividing the NAVD 88
 AD5694.geopotential number by the normal gravity value computed on the
 AD5694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5694.degrees latitude (g = 980.6199 gals.).
 AD5694
 AD5694.The modeled gravity was interpolated from observed gravity values.
 AD5694
 AD5694;                    North         East    Units  Estimated Accuracy
 AD5694;SPC FL E     -   194,700.      283,200.      MT  (+/- 180 meters Scaled)
 AD5694
 AD5694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ831857(NAD 83)
 AD5694
 AD5694                          SUPERSEDED SURVEY CONTROL
 AD5694
 AD5694  NGVD 29 (09/01/92)   11.672  (m)           38.29   (f) ADJUSTED    1 2
 AD5694
 AD5694.Superseded values are not recommended for survey control.
 AD5694
 AD5694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5694.See file dsdata.pdf to determine how the superseded data were derived.
 AD5694
 AD5694_MARKER: DB = BENCH MARK DISK
 AD5694_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5694_SP_SET: CONCRETE BRIDGE RAIL
 AD5694_STAMPING: 2 14 33.33
 AD5694_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5694
 AD5694  HISTORY     - Date     Condition        Report By
 AD5694  HISTORY     - UNK      MONUMENTED       FLDT
 AD5694  HISTORY     - 1978     GOOD             FL-011
 AD5694  HISTORY     - 19980218 MARK NOT FOUND   USPSQD
 AD5694
 AD5694                          STATION DESCRIPTION
 AD5694
 AD5694'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5694'FORT LAUDERDALE.
 AD5694'DISK IS SET FLUSH IN THE TOP OF THE EAST END OF THE NORTH GUARD
 AD5694'RAIL OF THE STATE ROAD 84 - INTERSTATE 95 OVERPASS. MARK BEARS
 AD5694'65 FEET EAST OF THE SEABOARD COAST LINE RAILROAD, 42 FEET NORTH
 AD5694'OF THE CENTER LINE OF THE CONCRETE MEDIAN OF STATE ROAD 84, 73
 AD5694'FEET WEST OF THE SOUTH BOUND ENTRANCE RAMP TO INTERSTATE 95, 5
 AD5694'FEET WEST FROM THE WEST END OF A STEEL GUARDRAIL. MARK IS A
 AD5694'STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION DISK.
 AD5694
 AD5694                          STATION RECOVERY (1998)
 AD5694
 AD5694'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5694'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5229 ***********************************************************************
 AG5229  DESIGNATION -  2 15.27 FLHD
 AG5229  PID         -  AG5229
 AG5229  STATE/COUNTY-  FL/PINELLAS
 AG5229  COUNTRY     -  US
 AG5229  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG5229
 AG5229                         *CURRENT SURVEY CONTROL
 AG5229  ______________________________________________________________________
 AG5229* NAD 83(1986) POSITION- 27 41 28.     (N) 082 40 42.     (W)   SCALED
 AG5229* NAVD 88 ORTHO HEIGHT -     4.136 (meters)       13.57  (feet) ADJUSTED
 AG5229  ______________________________________________________________________
 AG5229  GEOID HEIGHT    -        -24.420 (meters)                     GEOID18
 AG5229  DYNAMIC HEIGHT  -          4.129 (meters)       13.55  (feet) COMP
 AG5229  MODELED GRAVITY -    979,166.4   (mgal)                       NAVD 88
 AG5229
 AG5229  VERT ORDER      -  FIRST     CLASS II
 AG5229
 AG5229.The horizontal coordinates were scaled from a map and have
 AG5229.an estimated accuracy of +/- 6 seconds.
 AG5229
 AG5229.The orthometric height was determined by differential leveling and
 AG5229.adjusted by the NATIONAL GEODETIC SURVEY
 AG5229.in June 1991.
 AG5229
 AG5229.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5229.GEOID18 height accuracy estimate available here.
 AG5229
 AG5229.Click photographs - Photos may exist for this station.
 AG5229
 AG5229.The dynamic height is computed by dividing the NAVD 88
 AG5229.geopotential number by the normal gravity value computed on the
 AG5229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5229.degrees latitude (g = 980.6199 gals.).
 AG5229
 AG5229.The modeled gravity was interpolated from observed gravity values.
 AG5229
 AG5229;                    North         East    Units  Estimated Accuracy
 AG5229;SPC FL W     -   372,170.      133,090.      MT  (+/- 180 meters Scaled)
 AG5229
 AG5229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345641(NAD 83)
 AG5229
 AG5229                          SUPERSEDED SURVEY CONTROL
 AG5229
 AG5229  NGVD 29 (??/??/92)    4.42   (m)           14.5    (f) COMPUTED    1 2
 AG5229
 AG5229.Superseded values are not recommended for survey control.
 AG5229
 AG5229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5229.See file dsdata.pdf to determine how the superseded data were derived.
 AG5229
 AG5229_MARKER: DD = SURVEY DISK
 AG5229_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5229_SP_SET: BRIDGE ABUTMENT
 AG5229_STAMPING: 2 15.27
 AG5229_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5229
 AG5229  HISTORY     - Date     Condition        Report By
 AG5229  HISTORY     - UNK      MONUMENTED       FLHD
 AG5229  HISTORY     - 1972     GOOD             NGS
 AG5229  HISTORY     - 20010828 MARK NOT FOUND   USPSQD
 AG5229
 AG5229                          STATION DESCRIPTION
 AG5229
 AG5229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5229'8.1 MI S FROM ST PETERSBURG.
 AG5229'ABOUT 2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND
 AG5229'THE INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG,
 AG5229'THENCE 5.6 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET AND
 AG5229'SUNSHINE SKYWAY), 0.65 MILE SOUTH OF THE NORTH TOLL PLAZA ON THE
 AG5229'SUNSHINE SKYWAY, AT THE SOUTHEAST CORNER OF THE MORE EASTERLY
 AG5229'OF TWO CONCRETE HIGHWAY DRAW BRIDGES OVER THE INTRACOASTAL
 AG5229'WATERWAY, SET IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 AG5229'ABUTMENT OF THE BRIDGE, 21 FEET EAST OF THE CENTER LINE OF THE
 AG5229'TWO EAST TRAFFIC LANES OF THE HIGHWAY, 2.5 FEET EAST OF THE EAST
 AG5229'CONCRETE GUARDRAIL ON THE BRIDGE, 11.6 FEET NORTH OF A METAL POST
 AG5229'THAT BEARS A WARNING SIGN FOR THE DRAW BRIDGE, ABOUT LEVEL WITH
 AG5229'THE HIGHWAY.
 AG5229
 AG5229                          STATION RECOVERY (2001)
 AG5229
 AG5229'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG5229'ROUTE 19(34TH ST) SOUTH OF LAT 27-43-08 N WAS COMPLETELY REBUILT IN
 AG5229'1987 AND REPLACED BY I-275. THE AREA IS NOW 20-30 FEET HIGHER IN
 AG5229'ELEVATION AND REGRADED ON EACH SIDE OF I-275.THE DRAW BRIDGES NO
 AG5229'LONGER EXIST. IN SPITE OF DILIGENT SEARCH AND PROBING, NO SIGN OF THIS
 AG5229'MARK WAS FOUND. RECOMMEND THE MARK BE CONSIDERED AS DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5898 ***********************************************************************
 AD5898  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5898  DESIGNATION -  2 16.925 FLHD
 AD5898  PID         -  AD5898
 AD5898  STATE/COUNTY-  FL/BROWARD
 AD5898  COUNTRY     -  US
 AD5898  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5898
 AD5898                         *CURRENT SURVEY CONTROL
 AD5898  ______________________________________________________________________
 AD5898* NAD 83(1986) POSITION- 26 02 01.     (N) 080 07 23.     (W)   SCALED
 AD5898* NAVD 88 ORTHO HEIGHT -     4.618 (meters)       15.15  (feet) ADJUSTED
 AD5898  ______________________________________________________________________
 AD5898  GEOID HEIGHT    -        -25.714 (meters)                     GEOID18
 AD5898  DYNAMIC HEIGHT  -          4.610 (meters)       15.12  (feet) COMP
 AD5898  MODELED GRAVITY -    979,050.7   (mgal)                       NAVD 88
 AD5898
 AD5898  VERT ORDER      -  SECOND    CLASS I
 AD5898
 AD5898.The horizontal coordinates were scaled from a map and have
 AD5898.an estimated accuracy of +/- 6 seconds.
 AD5898
 AD5898.The orthometric height was determined by differential leveling and
 AD5898.adjusted by the NATIONAL GEODETIC SURVEY
 AD5898.in June 1991.
 AD5898
 AD5898.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5898.GEOID18 height accuracy estimate available here.
 AD5898
 AD5898.This Tidal Bench Mark is designated as VM 5740
 AD5898.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5898
 AD5898.Click photographs - Photos may exist for this station.
 AD5898
 AD5898.The dynamic height is computed by dividing the NAVD 88
 AD5898.geopotential number by the normal gravity value computed on the
 AD5898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5898.degrees latitude (g = 980.6199 gals.).
 AD5898
 AD5898.The modeled gravity was interpolated from observed gravity values.
 AD5898
 AD5898;                    North         East    Units  Estimated Accuracy
 AD5898;SPC FL E     -   188,630.      287,770.      MT  (+/- 180 meters Scaled)
 AD5898
 AD5898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ877797(NAD 83)
 AD5898
 AD5898                          SUPERSEDED SURVEY CONTROL
 AD5898
 AD5898  NGVD 29 (09/01/92)    5.098  (m)           16.73   (f) ADJUSTED    2 1
 AD5898
 AD5898.Superseded values are not recommended for survey control.
 AD5898
 AD5898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5898.See file dsdata.pdf to determine how the superseded data were derived.
 AD5898
 AD5898_MARKER: DB = BENCH MARK DISK
 AD5898_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5898_SP_SET: CONCRETE BRIDGE CURBING
 AD5898_STAMPING: 2 16.925
 AD5898_MARK LOGO: FLHD
 AD5898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5898
 AD5898  HISTORY     - Date     Condition        Report By
 AD5898  HISTORY     - UNK      MONUMENTED       FLHD
 AD5898  HISTORY     - 1981     GOOD             FLDNR
 AD5898  HISTORY     - 19980313 GOOD             USPSQD
 AD5898  HISTORY     - 20070417 MARK NOT FOUND   INDIV
 AD5898
 AD5898                          STATION DESCRIPTION
 AD5898
 AD5898'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5898'0.5 MI WEST FROM HOLLYWOOD.
 AD5898'BEGIN AT THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 822 IN
 AD5898'HOLLYWOOD, GO 0.5 MILE WEST ON HIGHWAY 822 TO THE BRIDGE OVER WEST
 AD5898'LAKE AND THE MARK.  THE MARK IS SET IN THE CONCRETE CURBING AT THE
 AD5898'NORTHEAST CORNER OF THE BRIDGE, 27 FEET NORTH OF THE CENTERLINE OF THE
 AD5898'BRIDGE, AND 0.5 FOOT WEST OF THE EAST END OF THE BRIDGE, AND
 AD5898'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5898
 AD5898                          STATION RECOVERY (1998)
 AD5898
 AD5898'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5898'RECOVERED IN GOOD CONDITION.
 AD5898
 AD5898                          STATION RECOVERY (2007)
 AD5898
 AD5898'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 AD5898'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8668 ***********************************************************************
 AD8668  DESIGNATION -  2 21 46 27
 AD8668  PID         -  AD8668
 AD8668  STATE/COUNTY-  FL/LEE
 AD8668  COUNTRY     -  US
 AD8668  USGS QUAD   -  CORKSCREW (2018)
 AD8668
 AD8668                         *CURRENT SURVEY CONTROL
 AD8668  ______________________________________________________________________
 AD8668* NAD 83(2011) POSITION- 26 27 04.09146(N) 081 36 42.36639(W)   ADJUSTED
 AD8668* NAD 83(2011) ELLIP HT-   -16.131 (meters)        (06/27/12)   ADJUSTED
 AD8668* NAD 83(2011) EPOCH   -  2010.00
 AD8668* NAVD 88 ORTHO HEIGHT -     8.2   (meters)       27.    (feet) GPS OBS
 AD8668  ______________________________________________________________________
 AD8668  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8668  GEOID HEIGHT    -        -25.260 (meters)                     GEOID93
 AD8668  GEOID HEIGHT    -        -24.303 (meters)                     GEOID18
 AD8668  NAD 83(2011) X  -    833,589.554 (meters)                     COMP
 AD8668  NAD 83(2011) Y  - -5,653,091.811 (meters)                     COMP
 AD8668  NAD 83(2011) Z  -  2,823,891.627 (meters)                     COMP
 AD8668  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 AD8668
 AD8668  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8668  Standards:
 AD8668         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8668            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8668  -------------------------------------------------------------------
 AD8668  NETWORK    1.36   2.18           0.55   0.56   1.11      0.08597219
 AD8668  -------------------------------------------------------------------
 AD8668  Click here for local accuracies and other accuracy information.
 AD8668
 AD8668.The horizontal coordinates were established by GPS observations
 AD8668.and adjusted by the National Geodetic Survey in June 2012.
 AD8668
 AD8668.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8668.been affixed to the stable North American tectonic plate. See 
 AD8668.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8668
 AD8668.The horizontal coordinates are valid at the epoch date displayed above
 AD8668.which is a decimal equivalence of Year/Month/Day.
 AD8668
 AD8668.The orthometric height was determined by GPS observations and a
 AD8668.high-resolution geoid model.
 AD8668
 AD8668.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8668.GEOID18 height accuracy estimate available here.
 AD8668
 AD8668.Click photographs - Photos may exist for this station.
 AD8668
 AD8668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8668
 AD8668.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8668
 AD8668.The ellipsoidal height was determined by GPS observations
 AD8668.and is referenced to NAD 83.
 AD8668
 AD8668. The following values were computed from the NAD 83(2011) position.
 AD8668
 AD8668;                    North         East     Units Scale Factor Converg.
 AD8668;SPC FL W     -   234,652.410   238,717.097   MT  0.99995968   +0 10 22.6
 AD8668;SPC FL W     -   769,855.45    783,191.01   sFT  0.99995968   +0 10 22.6
 AD8668;UTM  17      - 2,925,790.959   439,010.678   MT  0.99964592   -0 16 21.0
 AD8668
 AD8668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8668!SPC FL W     -   1.00000253  x   0.99995968  =   0.99996221
 AD8668!UTM  17      -   1.00000253  x   0.99964592  =   0.99964845
 AD8668
 AD8668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3901025790(NAD 83)
 AD8668
 AD8668                          SUPERSEDED SURVEY CONTROL
 AD8668
 AD8668  NAD 83(2007)-  26 27 04.09153(N)    081 36 42.36699(W) AD(2002.00) 0
 AD8668  ELLIP H (02/10/07)  -16.116  (m)                       GP(2002.00)    
 AD8668  NAD 83(1999)-  26 27 04.09194(N)    081 36 42.36735(W) AD(       ) 1
 AD8668  ELLIP H (07/06/01)  -16.093  (m)                       GP(       ) 4 2
 AD8668  NAD 83(1990)-  26 27 04.09027(N)    081 36 42.36609(W) AD(       ) 1
 AD8668  ELLIP H (11/12/93)  -16.047  (m)                       GP(       ) 4 1
 AD8668
 AD8668.Superseded values are not recommended for survey control.
 AD8668
 AD8668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8668.See file dsdata.pdf to determine how the superseded data were derived.
 AD8668
 AD8668_MARKER: DD = SURVEY DISK
 AD8668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8668_STAMPING: GPS 2-21 46 27 9074 1990
 AD8668_MARK LOGO: FL-071
 AD8668_PROJECTION: RECESSED 5 CENTIMETERS
 AD8668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8668+STABILITY: SURFACE MOTION
 AD8668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8668+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 AD8668
 AD8668  HISTORY     - Date     Condition        Report By
 AD8668  HISTORY     - 1990     MONUMENTED       DENI
 AD8668  HISTORY     - 19910108 GOOD
 AD8668  HISTORY     - 20150913 MARK NOT FOUND   FLDEP
 AD8668
 AD8668                          STATION DESCRIPTION
 AD8668
 AD8668'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8668'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF SECTION 21, TWP 46S,
 AD8668'RGE 27E, 20.6 MI (33.2 KM) SOUTHEAST OF FORT MYERS, 10.3 MI
 AD8668'(16.6 KM) EAST OF THE JUNCTION OF I-75 AND CORKSCREW ROAD/COUNTY ROAD
 AD8668'850, EXIT 19.
 AD8668'TO REACH STATION FROM THE JUNCTION OF I-75 AND CORKSCREW ROAD/COUNTY
 AD8668'ROAD 850, GO EASTERLY 4.9 MI (7.9 KM) ON CORKSCREW ROAD TO THE
 AD8668'INTERSECTION WITH ALICO ROAD, THEN CONTINUE EAST 5.75 MI (9.25 KM) ON
 AD8668'CORKSCREW ROAD TO A GRAVEL FARM ROAD LEADING NORTH AND THE STATION IN
 AD8668'THE NORTHWEST QUADRANT.
 AD8668'STATION IS 137 FT (41.8 M) NORTH OF THE CENTERLINE OF CORKSCREW ROAD,
 AD8668'50 FT (15.2 M) WEST OF THE CENTERLINE OF GRAVEL FARM ROAD, 38.0 FT
 AD8668'(11.6 M) WEST NORTHWEST OF A STEEL GATE POST, 98.4 FT (30.0 M) NORTH
 AD8668'OF A WIRE FENCE INTERSECTION, 5.0 FT (1.5 M) EAST OF A WIRE FENCE,
 AD8668'4.8 FT (1.5 M) EAST OF A WITNESS POST.
 AD8668'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8668'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW
 AD8668'GROUND LEVEL.
 AD8668
 AD8668                          STATION RECOVERY (1991)
 AD8668
 AD8668'RECOVERED 1991
 AD8668'RECOVERED IN GOOD CONDITION.
 AD8668
 AD8668                          STATION RECOVERY (2015)
 AD8668
 AD8668'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (MAH)
 AD8668'NOT RECOVERED. A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8669 ***********************************************************************
 AD8669  DESIGNATION -  2 24 46 27
 AD8669  PID         -  AD8669
 AD8669  STATE/COUNTY-  FL/LEE
 AD8669  COUNTRY     -  US
 AD8669  USGS QUAD   -  CORKSCREW (2018)
 AD8669
 AD8669                         *CURRENT SURVEY CONTROL
 AD8669  ______________________________________________________________________
 AD8669* NAD 83(2011) POSITION- 26 27 05.46258(N) 081 33 45.83250(W)   ADJUSTED
 AD8669* NAD 83(2011) ELLIP HT-   -16.544 (meters)        (06/27/12)   ADJUSTED
 AD8669* NAD 83(2011) EPOCH   -  2010.00
 AD8669* NAVD 88 ORTHO HEIGHT -     7.9   (meters)       26.    (feet) GPS OBS
 AD8669  ______________________________________________________________________
 AD8669  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8669  GEOID HEIGHT    -        -25.300 (meters)                     GEOID93
 AD8669  GEOID HEIGHT    -        -24.333 (meters)                     GEOID18
 AD8669  NAD 83(2011) X  -    838,424.693 (meters)                     COMP
 AD8669  NAD 83(2011) Y  - -5,652,357.345 (meters)                     COMP
 AD8669  NAD 83(2011) Z  -  2,823,929.223 (meters)                     COMP
 AD8669  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 AD8669
 AD8669  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8669  Standards:
 AD8669         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8669            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8669  -------------------------------------------------------------------
 AD8669  NETWORK    1.52   2.45           0.61   0.63   1.25      0.12633344
 AD8669  -------------------------------------------------------------------
 AD8669  Click here for local accuracies and other accuracy information.
 AD8669
 AD8669.The horizontal coordinates were established by GPS observations
 AD8669.and adjusted by the National Geodetic Survey in June 2012.
 AD8669
 AD8669.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8669.been affixed to the stable North American tectonic plate. See 
 AD8669.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8669
 AD8669.The horizontal coordinates are valid at the epoch date displayed above
 AD8669.which is a decimal equivalence of Year/Month/Day.
 AD8669
 AD8669.The orthometric height was determined by GPS observations and a
 AD8669.high-resolution geoid model.
 AD8669
 AD8669.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8669.GEOID18 height accuracy estimate available here.
 AD8669
 AD8669.Click photographs - Photos may exist for this station.
 AD8669
 AD8669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8669
 AD8669.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8669
 AD8669.The ellipsoidal height was determined by GPS observations
 AD8669.and is referenced to NAD 83.
 AD8669
 AD8669. The following values were computed from the NAD 83(2011) position.
 AD8669
 AD8669;                    North         East     Units Scale Factor Converg.
 AD8669;SPC FL W     -   234,710.299   243,607.331   MT  0.99996465   +0 11 41.2
 AD8669;SPC FL W     -   770,045.37    799,235.05   sFT  0.99996465   +0 11 41.2
 AD8669;UTM  17      - 2,925,810.821   443,899.650   MT  0.99963886   -0 15 02.4
 AD8669
 AD8669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8669!SPC FL W     -   1.00000260  x   0.99996465  =   0.99996725
 AD8669!UTM  17      -   1.00000260  x   0.99963886  =   0.99964146
 AD8669
 AD8669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK4389925810(NAD 83)
 AD8669
 AD8669                          SUPERSEDED SURVEY CONTROL
 AD8669
 AD8669  NAD 83(2007)-  26 27 05.46265(N)    081 33 45.83310(W) AD(2002.00) 0
 AD8669  ELLIP H (02/10/07)  -16.529  (m)                       GP(2002.00)    
 AD8669  NAD 83(1999)-  26 27 05.46304(N)    081 33 45.83349(W) AD(       ) 1
 AD8669  ELLIP H (07/06/01)  -16.506  (m)                       GP(       ) 4 2
 AD8669  NAD 83(1990)-  26 27 05.46144(N)    081 33 45.83190(W) AD(       ) 1
 AD8669  ELLIP H (11/12/93)  -16.468  (m)                       GP(       ) 4 1
 AD8669
 AD8669.Superseded values are not recommended for survey control.
 AD8669
 AD8669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8669.See file dsdata.pdf to determine how the superseded data were derived.
 AD8669
 AD8669_MARKER: DD = SURVEY DISK
 AD8669_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8669_SP_SET: CULVERT HEADWALL
 AD8669_STAMPING: 2-24 46 27 9076 1990
 AD8669_MARK LOGO: FL-071
 AD8669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8669+STABILITY: SURFACE MOTION
 AD8669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8669+SATELLITE: SATELLITE OBSERVATIONS - January 05, 1991
 AD8669
 AD8669  HISTORY     - Date     Condition        Report By
 AD8669  HISTORY     - 1990     MONUMENTED       DENI
 AD8669  HISTORY     - 19910105 GOOD
 AD8669  HISTORY     - 20150913 MARK NOT FOUND   FLDEP
 AD8669
 AD8669                          STATION DESCRIPTION
 AD8669
 AD8669'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8669'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF SECTION 24, TWP 46S,
 AD8669'RGE 27E, NEAR THE LEE/COLLIER COUNTY LINE, 23.0 MI (37.0 KM)
 AD8669'SOUTHEAST OF FORT MYERS, 13.4 MI (21.6 KM) EAST OF THE JUNCTION OF
 AD8669'I-75 AND CORKSCREW ROAD/COUNTY ROAD 850, EXIT 19.
 AD8669'TO REACH STATION FROM THE JUNCTION OF I-75 AND CORKSCREW ROAD/COUNTY
 AD8669'ROAD 850, EXIT 19, GO EASTERLY 4.9 MI (7.9 KM) ON CORKSCREW ROAD TO
 AD8669'THE JUNCTION WITH ALICO ROAD, THEN CONTINUE EAST 9.0 MI (14.5 KM) ON
 AD8669'CORKSCREW ROAD TO A 90 DEGREE CURVE TO THE LEFT AT THE LEE/COLLIER
 AD8669'COUNTY LINE AND MARK ON LEFT IN THE NORTH END OF THE WEST CONCRETE
 AD8669'HEADWALL OF A CULVERT.
 AD8669'STATION IS 18.3 FT (5.6 M) WEST OF THE CENTERLINE OF NORTH-SOUTH
 AD8669'CORKSCREW ROAD, 85 FT (25.9 M) NORTH OF THE CENTERLINE OF EAST-WEST
 AD8669'CORKSCREW ROAD, 0.45 FT (0.14 M) SOUTH OF THE NORTH END OF THE WEST
 AD8669'CONCRETE HEADWALL OF A CULVERT, 122.5 NORTH NORTHWEST OF A POWER
 AD8669'POLE, 113.5 FT (34.6 M) NORTH OF A POWER POLE, AND 1.4 FT (0.4 M)
 AD8669'SOUTH OF A WITNESS POST.
 AD8669'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8669'DISK SET IN A DRILL HOLE IN THE TOP OF A CONCRETE CULVERT HEADWALL.
 AD8669
 AD8669                          STATION RECOVERY (1991)
 AD8669
 AD8669'RECOVERED 1991
 AD8669'RECOVERED IN GOOD CONDITION.
 AD8669
 AD8669                          STATION RECOVERY (2015)
 AD8669
 AD8669'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (MAH)
 AD8669'NOT RECOVERED. THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AD8669'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8670 ***********************************************************************
 AD8670  DESIGNATION -  2 24 47 26
 AD8670  PID         -  AD8670
 AD8670  STATE/COUNTY-  FL/LEE
 AD8670  COUNTRY     -  US
 AD8670  USGS QUAD   -  CORKSCREW SW (2018)
 AD8670
 AD8670                         *CURRENT SURVEY CONTROL
 AD8670  ______________________________________________________________________
 AD8670* NAD 83(2011) POSITION- 26 21 44.05413(N) 081 39 31.38061(W)   ADJUSTED
 AD8670* NAD 83(2011) ELLIP HT-   -19.213 (meters)        (06/27/12)   ADJUSTED
 AD8670* NAD 83(2011) EPOCH   -  2010.00
 AD8670* NAVD 88 ORTHO HEIGHT -     5.0   (meters)       16.    (feet) GPS OBS
 AD8670  ______________________________________________________________________
 AD8670  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8670  GEOID HEIGHT    -        -25.080 (meters)                     GEOID93
 AD8670  GEOID HEIGHT    -        -24.120 (meters)                     GEOID18
 AD8670  NAD 83(2011) X  -    829,592.178 (meters)                     COMP
 AD8670  NAD 83(2011) Y  - -5,658,104.353 (meters)                     COMP
 AD8670  NAD 83(2011) Z  -  2,815,068.455 (meters)                     COMP
 AD8670  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 AD8670
 AD8670  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8670  Standards:
 AD8670         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8670            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8670  -------------------------------------------------------------------
 AD8670  NETWORK    1.42   2.37           0.56   0.60   1.21      0.13745564
 AD8670  -------------------------------------------------------------------
 AD8670  Click here for local accuracies and other accuracy information.
 AD8670
 AD8670.The horizontal coordinates were established by GPS observations
 AD8670.and adjusted by the National Geodetic Survey in June 2012.
 AD8670
 AD8670.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8670.been affixed to the stable North American tectonic plate. See 
 AD8670.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8670
 AD8670.The horizontal coordinates are valid at the epoch date displayed above
 AD8670.which is a decimal equivalence of Year/Month/Day.
 AD8670
 AD8670.The orthometric height was determined by GPS observations and a
 AD8670.high-resolution geoid model.
 AD8670
 AD8670.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8670.GEOID18 height accuracy estimate available here.
 AD8670
 AD8670.Click photographs - Photos may exist for this station.
 AD8670
 AD8670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8670
 AD8670.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8670
 AD8670.The ellipsoidal height was determined by GPS observations
 AD8670.and is referenced to NAD 83.
 AD8670
 AD8670. The following values were computed from the NAD 83(2011) position.
 AD8670
 AD8670;                    North         East     Units Scale Factor Converg.
 AD8670;SPC FL W     -   224,790.079   234,061.138   MT  0.99995549   +0 09 05.6
 AD8670;SPC FL W     -   737,498.78    767,915.58   sFT  0.99995549   +0 09 05.6
 AD8670;UTM  17      - 2,915,968.091   434,279.763   MT  0.99965332   -0 17 33.0
 AD8670
 AD8670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8670!SPC FL W     -   1.00000302  x   0.99995549  =   0.99995851
 AD8670!UTM  17      -   1.00000302  x   0.99965332  =   0.99965634
 AD8670
 AD8670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3427915968(NAD 83)
 AD8670
 AD8670                          SUPERSEDED SURVEY CONTROL
 AD8670
 AD8670  NAD 83(2007)-  26 21 44.05421(N)    081 39 31.38124(W) AD(2002.00) 0
 AD8670  ELLIP H (02/10/07)  -19.195  (m)                       GP(2002.00)    
 AD8670  NAD 83(1999)-  26 21 44.05468(N)    081 39 31.38121(W) AD(       ) 1
 AD8670  ELLIP H (07/06/01)  -19.173  (m)                       GP(       ) 4 2
 AD8670  NAD 83(1990)-  26 21 44.05295(N)    081 39 31.38056(W) AD(       ) 1
 AD8670  ELLIP H (11/12/93)  -19.098  (m)                       GP(       ) 4 1
 AD8670
 AD8670.Superseded values are not recommended for survey control.
 AD8670
 AD8670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8670.See file dsdata.pdf to determine how the superseded data were derived.
 AD8670
 AD8670_MARKER: DS = TRIANGULATION STATION DISK
 AD8670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8670_STAMPING: GPS 2-24 47 26 9053 1990
 AD8670_MARK LOGO: FL-071
 AD8670_PROJECTION: RECESSED 5 CENTIMETERS
 AD8670_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8670+STABILITY: SURFACE MOTION
 AD8670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8670+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 AD8670
 AD8670  HISTORY     - Date     Condition        Report By
 AD8670  HISTORY     - 1990     MONUMENTED       DENI
 AD8670  HISTORY     - 19910109 GOOD
 AD8670
 AD8670                          STATION DESCRIPTION
 AD8670
 AD8670'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8670'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF SEC. 24, TWP 47S, RGE
 AD8670'26E, 23.2 MI (37.3 KM) SOUTHEAST OF FORT MYERS, 7.7 MI (12.4 KM) EAST
 AD8670'NORTHEAST OF BONITA SPRINGS, AT THE LEE/COLLIER COUNTY LINE, 6.1 MI
 AD8670'(9.8 KM) EAST NORTHEAST OF THE JUNCTION OF I-75 AND BONITA BEACH
 AD8670'ROAD/COUNTY ROAD 865, EXIT 18.
 AD8670'TO REACH STATION FROM THE JUNCTION OF I-75 AND BONITA BEACH ROAD (2
 AD8670'LANES), GO EAST 4.65 MI (7.48 KM) ON BONITA BEACH ROAD TO A GRAVEL
 AD8670'ROAD TO NORTH, THEN NORTH 2.0 MI (3.2 KM) AND EAST 1.0 MI (1.6 KM) ON
 AD8670'GRAVEL ROADS TO THE STATION AT THE LEE/COLLIER COUNTY LINE AND IN THE
 AD8670'NORTHWEST QUADRANT OF GRAVEL ROAD T-INTERSECTION.
 AD8670'STATION IS 61.5 FT (18.7 M) NORTH OF THE CENTERLINE OF A GRAVEL ROAD,
 AD8670'30.5 FT (9.3 M) WEST OF THE CENTERLINE OF A GRAVEL ROAD, 32.3 FT
 AD8670'(9.8 M) NORTHWEST OF THE WEST GATE POST OF AN EAST-WEST GATE ACROSS
 AD8670'THE GRAVEL ROAD TO THE NORTH, 39.5 FT (12.0 M) NORTH OF POWER POLE
 AD8670'NO. 25-90, 2.6 FT (0.8 M) WEST OF A WITNESS POST.
 AD8670'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8670'DISK SET IN TOP OF AN 11 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW
 AD8670'GROUND LEVEL.
 AD8670
 AD8670                          STATION RECOVERY (1991)
 AD8670
 AD8670'RECOVERED 1991
 AD8670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2615 ***********************************************************************
 AD2615  DESIGNATION -  2 24.040
 AD2615  PID         -  AD2615
 AD2615  STATE/COUNTY-  FL/PALM BEACH
 AD2615  COUNTRY     -  US
 AD2615  USGS QUAD   -  BOCA RATON (2018)
 AD2615
 AD2615                         *CURRENT SURVEY CONTROL
 AD2615  ______________________________________________________________________
 AD2615* NAD 83(1986) POSITION- 26 20 23.1    (N) 080 04 19.5    (W)   HD_HELD2
 AD2615* NAVD 88 ORTHO HEIGHT -     6.858 (meters)       22.50  (feet) ADJUSTED
 AD2615  ______________________________________________________________________
 AD2615  GEOID HEIGHT    -        -26.023 (meters)                     GEOID18
 AD2615  DYNAMIC HEIGHT  -          6.847 (meters)       22.46  (feet) COMP
 AD2615  MODELED GRAVITY -    979,080.0   (mgal)                       NAVD 88
 AD2615
 AD2615  VERT ORDER      -  SECOND    CLASS 0
 AD2615
 AD2615.The horizontal coordinates were established by autonomous hand held GPS
 AD2615.observations and have an estimated accuracy of +/- 10 meters.
 AD2615
 AD2615.The orthometric height was determined by differential leveling and
 AD2615.adjusted by the NATIONAL GEODETIC SURVEY
 AD2615.in June 1991.
 AD2615
 AD2615.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2615.GEOID18 height accuracy estimate available here.
 AD2615
 AD2615.Click photographs - Photos may exist for this station.
 AD2615
 AD2615.The dynamic height is computed by dividing the NAVD 88
 AD2615.geopotential number by the normal gravity value computed on the
 AD2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2615.degrees latitude (g = 980.6199 gals.).
 AD2615
 AD2615.The modeled gravity was interpolated from observed gravity values.
 AD2615
 AD2615;                    North         East    Units  Estimated Accuracy
 AD2615;SPC FL E     -   222,587.      292,629.      MT  (+/- 10 meters HH2 GPS)
 AD2615
 AD2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9259713642(NAD 83)
 AD2615
 AD2615                          SUPERSEDED SURVEY CONTROL
 AD2615
 AD2615  NGVD 29 (??/??/92)    7.337  (m)           24.07   (f) ADJ UNCH    2 0
 AD2615
 AD2615.Superseded values are not recommended for survey control.
 AD2615
 AD2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2615.See file dsdata.pdf to determine how the superseded data were derived.
 AD2615
 AD2615_MARKER: DD = SURVEY DISK
 AD2615_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2615_SP_SET: CONCRETE BANNISTER
 AD2615_STAMPING: 2 24.040
 AD2615_MARK LOGO: FLSRD
 AD2615_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2615+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2009
 AD2615
 AD2615  HISTORY     - Date     Condition        Report By
 AD2615  HISTORY     - UNK      MONUMENTED       FLHD
 AD2615  HISTORY     - 1970     GOOD             NGS
 AD2615  HISTORY     - 1973     GOOD             NGS
 AD2615  HISTORY     - 1990     GOOD             USPSQD
 AD2615  HISTORY     - 1990     GOOD             USPSQD
 AD2615  HISTORY     - 20031128 GOOD             USPSQD
 AD2615  HISTORY     - 20050103 GOOD             USPSQD
 AD2615  HISTORY     - 20090420 GOOD             GEOCAC
 AD2615
 AD2615                          STATION DESCRIPTION
 AD2615
 AD2615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2615'1.8 MI SE FROM BOCA RATON.
 AD2615'ABOUT 1.0 MILE EAST ALONG PALMETTO PARK ROAD FROM THE JUNCTION
 AD2615'OF U.S. HIGHWAY 1 AT BOCA RATON, THENCE 0.8 MILE SOUTH ALONG
 AD2615'STATE HIGHWAY A 1 A, SET ON THE TOP OF THE NORTH END OF THE
 AD2615'WEST CONCRETE BANNISTER OF THE HIGHWAY BRIDGE OVER BOCA RATON
 AD2615'INLET, ABOUT 1.9 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 810
 AD2615'AT DEERFIELD BEACH, 18.0 FEET WEST OF THE CENTER LINE OF THE
 AD2615'HIGHWAY, 8 FEET SOUTH OF THE NORTH END OF THE BANNISTER AND
 AD2615'3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AD2615
 AD2615                          STATION RECOVERY (1973)
 AD2615
 AD2615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2615'RECOVERED IN GOOD CONDITION.
 AD2615
 AD2615                          STATION RECOVERY (1990)
 AD2615
 AD2615'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2615'RECOVERED IN GOOD CONDITION.
 AD2615
 AD2615                          STATION RECOVERY (1990)
 AD2615
 AD2615'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2615'RECOVERED IN GOOD CONDITION.
 AD2615
 AD2615                          STATION RECOVERY (2003)
 AD2615
 AD2615'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2615'RECOVERED IN GOOD CONDITION.
 AD2615
 AD2615                          STATION RECOVERY (2005)
 AD2615
 AD2615'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2615'RECOVERED IN GOOD CONDITION.
 AD2615
 AD2615                          STATION RECOVERY (2009)
 AD2615
 AD2615'RECOVERY NOTE BY GEOCACHING 2009 (RLM)
 AD2615'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2433 ***********************************************************************
 AD2433  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2433  DESIGNATION -  2 25.420
 AD2433  PID         -  AD2433
 AD2433  STATE/COUNTY-  FL/BROWARD
 AD2433  COUNTRY     -  US
 AD2433  USGS QUAD   -  PORT EVERGLADES (2018)
 AD2433
 AD2433                         *CURRENT SURVEY CONTROL
 AD2433  ______________________________________________________________________
 AD2433* NAD 83(1986) POSITION- 26 02 03.60   (N) 080 07 00.66   (W)   HD_HELD1
 AD2433* NAVD 88 ORTHO HEIGHT -     7.178 (meters)       23.55  (feet) ADJUSTED
 AD2433  ______________________________________________________________________
 AD2433  GEOID HEIGHT    -        -25.738 (meters)                     GEOID18
 AD2433  DYNAMIC HEIGHT  -          7.166 (meters)       23.51  (feet) COMP
 AD2433  MODELED GRAVITY -    979,050.4   (mgal)                       NAVD 88
 AD2433
 AD2433  VERT ORDER      -  SECOND    CLASS 0
 AD2433
 AD2433.The horizontal coordinates were determined by differentially corrected
 AD2433.hand held GPS observations or other comparable positioning techniques
 AD2433.and have an estimated accuracy of +/- 3 meters.
 AD2433
 AD2433.The orthometric height was determined by differential leveling and
 AD2433.adjusted by the NATIONAL GEODETIC SURVEY
 AD2433.in June 1991.
 AD2433
 AD2433.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2433.GEOID18 height accuracy estimate available here.
 AD2433
 AD2433.This Tidal Bench Mark is designated as VM 19077
 AD2433.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2433
 AD2433.Click photographs - Photos may exist for this station.
 AD2433
 AD2433.The dynamic height is computed by dividing the NAVD 88
 AD2433.geopotential number by the normal gravity value computed on the
 AD2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2433.degrees latitude (g = 980.6199 gals.).
 AD2433
 AD2433.The modeled gravity was interpolated from observed gravity values.
 AD2433
 AD2433;                    North         East    Units  Estimated Accuracy
 AD2433;SPC FL E     -   188,717.4     288,390.2     MT  (+/- 3 meters HH1 GPS) 
 AD2433
 AD2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8836079784(NAD 83)
 AD2433
 AD2433                          SUPERSEDED SURVEY CONTROL
 AD2433
 AD2433  NGVD 29 (??/??/92)    7.717  (m)           25.32   (f) SUPERSEDED  2 0
 AD2433  NGVD 29 (09/01/92)    7.658  (m)           25.12   (f) ADJUSTED    2 0
 AD2433
 AD2433.Superseded values are not recommended for survey control.
 AD2433
 AD2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2433.See file dsdata.pdf to determine how the superseded data were derived.
 AD2433
 AD2433_MARKER: DB = BENCH MARK DISK
 AD2433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2433_SP_SET: BRIDGE
 AD2433_STAMPING: 2 25.420
 AD2433_MARK LOGO: FLSRD
 AD2433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2433+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2006
 AD2433
 AD2433  HISTORY     - Date     Condition        Report By
 AD2433  HISTORY     - UNK      MONUMENTED       FLHD
 AD2433  HISTORY     - 1970     GOOD             NGS
 AD2433  HISTORY     - 1973     GOOD             NGS
 AD2433  HISTORY     - 1981     GOOD             FLDNR
 AD2433  HISTORY     - 1990     GOOD             USPSQD
 AD2433  HISTORY     - 19980313 GOOD             USPSQD
 AD2433  HISTORY     - 20021222 GOOD             USPSQD
 AD2433  HISTORY     - 20061005 GOOD             FLDEP
 AD2433  HISTORY     - 20100106 GOOD             INDIV
 AD2433  HISTORY     - 20170311 GOOD             USPSQD
 AD2433
 AD2433                          STATION DESCRIPTION
 AD2433
 AD2433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2433'1.6 MI N FROM HOLLYWOOD BEACH.
 AD2433'ABOUT 1.5 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AD2433'OF STATE HIGHWAY 820, THENCE 0.1 MILE WEST ALONG STATE HIGHWAY
 AD2433'822, SET ON THE TOP OF THE NORTH BANNISTER OF THE STATE HIGHWAY
 AD2433'822 BRIDGE OVER THE INTRACOASTAL WATERWAY, 17.2 FEET NORTH OF
 AD2433'THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 7.5 FEET
 AD2433'WEST OF THE EAST END OF THE BANNISTER AND 3 FEET ABOVE THE
 AD2433'LEVEL OF THE HIGHWAY.
 AD2433
 AD2433                          STATION RECOVERY (1973)
 AD2433
 AD2433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2433'RECOVERED IN GOOD CONDITION.
 AD2433
 AD2433                          STATION RECOVERY (1981)
 AD2433
 AD2433'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2433'RECOVERED IN GOOD CONDITION.
 AD2433
 AD2433                          STATION RECOVERY (1990)
 AD2433
 AD2433'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2433'RECOVERED IN GOOD CONDITION.
 AD2433
 AD2433                          STATION RECOVERY (1998)
 AD2433
 AD2433'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2433'RECOVERED IN GOOD CONDITION.
 AD2433
 AD2433                          STATION RECOVERY (2002)
 AD2433
 AD2433'RECOVERY NOTE BY US POWER SQUADRON 2002 (TM)
 AD2433'RECOVERED IN GOOD CONDITION.
 AD2433
 AD2433                          STATION RECOVERY (2006)
 AD2433
 AD2433'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD2433'RECOVERED AS DESCRIBED.
 AD2433
 AD2433                          STATION RECOVERY (2010)
 AD2433
 AD2433'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (DF)
 AD2433'RECOVERED IN GOOD CONDITION.
 AD2433
 AD2433                          STATION RECOVERY (2017)
 AD2433
 AD2433'RECOVERY NOTE BY US POWER SQUADRON 2017 (CAC)
 AD2433'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8671 ***********************************************************************
 AD8671  DESIGNATION -  2 28 45 27
 AD8671  PID         -  AD8671
 AD8671  STATE/COUNTY-  FL/LEE
 AD8671  COUNTRY     -  US
 AD8671  USGS QUAD   -  ALVA SE (2018)
 AD8671
 AD8671                         *CURRENT SURVEY CONTROL
 AD8671  ______________________________________________________________________
 AD8671* NAD 83(2011) POSITION- 26 31 52.13579(N) 081 36 45.30107(W)   ADJUSTED
 AD8671* NAD 83(2011) ELLIP HT-   -15.603 (meters)        (06/27/12)   ADJUSTED
 AD8671* NAD 83(2011) EPOCH   -  2010.00
 AD8671* NAVD 88 ORTHO HEIGHT -     8.794 (meters)       28.85  (feet) ADJUSTED
 AD8671  ______________________________________________________________________
 AD8671  GEOID HEIGHT    -        -24.399 (meters)                     GEOID18
 AD8671  NAD 83(2011) X  -    832,932.393 (meters)                     COMP
 AD8671  NAD 83(2011) Y  - -5,649,192.120 (meters)                     COMP
 AD8671  NAD 83(2011) Z  -  2,831,826.055 (meters)                     COMP
 AD8671  LAPLACE CORR    -         -0.44  (seconds)                    DEFLEC18
 AD8671  DYNAMIC HEIGHT  -          8.780 (meters)       28.81  (feet) COMP
 AD8671  MODELED GRAVITY -    979,057.3   (mgal)                       NAVD 88
 AD8671
 AD8671  VERT ORDER      -  FIRST     CLASS II
 AD8671
 AD8671  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8671  Standards:
 AD8671         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8671            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8671  -------------------------------------------------------------------
 AD8671  NETWORK    2.72   3.43           1.23   0.96   1.75     -0.04374680
 AD8671  -------------------------------------------------------------------
 AD8671  Click here for local accuracies and other accuracy information.
 AD8671
 AD8671.The horizontal coordinates were established by GPS observations
 AD8671.and adjusted by the National Geodetic Survey in June 2012.
 AD8671
 AD8671.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8671.been affixed to the stable North American tectonic plate. See 
 AD8671.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8671
 AD8671.The horizontal coordinates are valid at the epoch date displayed above
 AD8671.which is a decimal equivalence of Year/Month/Day.
 AD8671
 AD8671.The orthometric height was determined by differential leveling and
 AD8671.adjusted by the NATIONAL GEODETIC SURVEY
 AD8671.in February 2002.
 AD8671
 AD8671.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8671.GEOID18 height accuracy estimate available here.
 AD8671
 AD8671.Click photographs - Photos may exist for this station.
 AD8671
 AD8671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8671
 AD8671.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8671
 AD8671.The ellipsoidal height was determined by GPS observations
 AD8671.and is referenced to NAD 83.
 AD8671
 AD8671.The dynamic height is computed by dividing the NAVD 88
 AD8671.geopotential number by the normal gravity value computed on the
 AD8671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8671.degrees latitude (g = 980.6199 gals.).
 AD8671
 AD8671.The modeled gravity was interpolated from observed gravity values.
 AD8671
 AD8671. The following values were computed from the NAD 83(2011) position.
 AD8671
 AD8671;                    North         East     Units Scale Factor Converg.
 AD8671;SPC FL W     -   243,516.776   238,609.063   MT  0.99995957   +0 10 23.0
 AD8671;SPC FL W     -   798,937.96    782,836.57   sFT  0.99995957   +0 10 23.0
 AD8671;UTM  17      - 2,934,653.116   438,971.671   MT  0.99964598   -0 16 25.1
 AD8671
 AD8671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8671!SPC FL W     -   1.00000245  x   0.99995957  =   0.99996202
 AD8671!UTM  17      -   1.00000245  x   0.99964598  =   0.99964843
 AD8671
 AD8671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3897134653(NAD 83)
 AD8671
 AD8671                          SUPERSEDED SURVEY CONTROL
 AD8671
 AD8671  NAD 83(2007)-  26 31 52.13617(N)    081 36 45.30216(W) AD(2002.00) 0
 AD8671  ELLIP H (02/10/07)  -15.595  (m)                       GP(2002.00)    
 AD8671  NAD 83(1999)-  26 31 52.13655(N)    081 36 45.30259(W) AD(       ) 1
 AD8671  ELLIP H (07/06/01)  -15.572  (m)                       GP(       ) 4 2
 AD8671  NAD 83(1990)-  26 31 52.13476(N)    081 36 45.30132(W) AD(       ) 1
 AD8671  ELLIP H (11/12/93)  -15.535  (m)                       GP(       ) 4 1
 AD8671  NAVD 88               8.79   (m)           28.8    (f) LEVELING    3  
 AD8671  NAVD 88 (11/12/93)    8.8    (m)  GEOID93  model used  GPS OBS        
 AD8671
 AD8671.Superseded values are not recommended for survey control.
 AD8671
 AD8671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8671.See file dsdata.pdf to determine how the superseded data were derived.
 AD8671
 AD8671_MARKER: DD = SURVEY DISK
 AD8671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8671_STAMPING: GPS 2-28 45 27 9072 1990
 AD8671_MARK LOGO: FL-071
 AD8671_PROJECTION: FLUSH
 AD8671_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8671+STABILITY: SURFACE MOTION
 AD8671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8671+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2023
 AD8671
 AD8671  HISTORY     - Date     Condition        Report By
 AD8671  HISTORY     - 1990     MONUMENTED       DENI
 AD8671  HISTORY     - 19910107 GOOD
 AD8671  HISTORY     - 20010917 GOOD             LDBLS
 AD8671  HISTORY     - 20020507 GOOD             MAPTEC
 AD8671  HISTORY     - 20230530 GOOD             JOHNSN
 AD8671
 AD8671                          STATION DESCRIPTION
 AD8671
 AD8671'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8671'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 27, TWP 45S,
 AD8671'RGE 27E, 17.6 MI (28.3 KM) SOUTHEAST OF FORT MYERS, IN LEHIGH ACRES,
 AD8671'13.9 MI (22.4 KM) SOUTHEAST OF THE JUNCTION OF I-75 AND STATE ROUTE
 AD8671'82/IMMOKALEE ROAD, EXIT 23.
 AD8671'
 AD8671'TO REACH STATION FROM THE JUNCTION OF I-75 AND STATE ROUTE
 AD8671'82/IMMOKALEE ROAD, GO SOUTHEAST ON STATE ROUTE 82/IMMOKALEE ROAD 14.1
 AD8671'MI (22.7 KM) TO THE STATION ON THE LEFT.  STATION IS ALSO LOCATED 0.45
 AD8671'MI (0.72 KM) NORTHWEST ALONG STATE ROUTE 82 FROM THE JUNCTION OF STATE
 AD8671'ROUTE 82 AND BELL BOULEVARD.
 AD8671'
 AD8671'STATION IS 101.2 FT (30.8 M) NORTH NORTHEAST OF THE CENTERLINE OF
 AD8671'STATE ROUTE 82, 67.5 NORTHWEST OF A 10 INCH DIAMETER LONE PINE TREE,
 AD8671'93.0 FT (28.3 M) EAST SOUTHEAST OF A POWER POLE, AND 1.9 FT (0.6 M)
 AD8671'SOUTH OF A WITNESS POST.  STATION MARK IS A LEE CO/DENI ASSOC 3.25
 AD8671'INCH ALUMINUM SURVEY MARK DISK SET IN TOP OF A 9 INCH ROUND CONCRETE
 AD8671'MONUMENT, 2 INCHES BELOW GROUND LEVEL.
 AD8671
 AD8671                          STATION RECOVERY (1991)
 AD8671
 AD8671'RECOVERED 1991
 AD8671'RECOVERED IN GOOD CONDITION.
 AD8671
 AD8671                          STATION RECOVERY (2001)
 AD8671
 AD8671'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD8671'THE MARK IS ABOUT 24.8 KM (15.43 MI) NORTHWEST OF IMMOKALEE, ABOUT
 AD8671'29.0 KM (18.03 MI) SOUTHEAST OF FORT MYERS, IN SECTION 27, TOWNSHIP 45
 AD8671'SOUTH, RANGE 27 EAST, LEE COUNTY FLORIDA. OWNERSHIP - FLORIDA
 AD8671'DEPARTMENT OF TRANSPORTATION.
 AD8671'
 AD8671'TO REACH THE MARK FROM THE POST OFFICE IN IMMOKALEE GO NORTH ON STATE
 AD8671'ROAD 29 6.3 KM (3.9 MI) TO THE JUNCTION OF STATE ROAD 82, GO
 AD8671'NORTHWESTERLY ON STATE ROAD 82 17.7 KM (10.97 MI) TO THE JUNCTION WITH
 AD8671'BELL BOULEVARD SOUTH, CONTINUE NORTHWEST ON STATE ROAD 82 0.8 KM
 AD8671'(0.49 MI) TO THE MARK ON THE RIGHT, ALSO TO REACH THE MARK FROM THE
 AD8671'JUNCTION OF INTERSTATE HIGHWAY 75 AND STATE ROAD NO 82 (I-75 EXIT 23,
 AD8671'ABOUT 6.4 KM (4.0 MI) EAST OF FORT MYERS) GO TO SOUTHEAST ON STATE
 AD8671'ROAD 82 10.8 KM (6.74 MI) TO THE JUNCTION WITH DANIELS PARKWAY-GUNNERY
 AD8671'ROAD, CONTINUE SOUTHEAST ON STATE ROAD 82 11.5 KM (7.14 MI) TO THE
 AD8671'JUNCTION WITH LYDIA STREET, CONTINUE SOUTHEAST ON STATE ROAD 82 0.3 KM
 AD8671'(0.17 MI) TO THE MARK ON THE LEFT.
 AD8671'
 AD8671'THE MARK IS 30.78 M (101.0 FT) NORTHEAST OF THE CENTERLINE OF STATE
 AD8671'ROAD NO 82, 20.57 M (67.5 FT) NORTHWEST OF A LONE 18 INCH PINE TREE,
 AD8671'28.50 M (93.5 FT) SOUTHEAST OF A WOOD POWER POLE, 0.21 M (0.7 FT)
 AD8671'SOUTHWEST OF THE CENTER OF A OVERHEAD ELECTRIC LINE, AND 0.49 M
 AD8671'(1.6 FT) SOUTHWEST OF A CARSONITE WITNESS POST. THE MARK IS A SURVEY
 AD8671'DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT RECESSED 5 CM
 AD8671'(0.17 FT) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.30 M (1.0 FT)
 AD8671'BELOW THE LEVEL OF THE HIGHWAY.
 AD8671
 AD8671                          STATION RECOVERY (2002)
 AD8671
 AD8671'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD8671'RECOVERED IN GOOD CONDITION.
 AD8671
 AD8671                          STATION RECOVERY (2023)
 AD8671
 AD8671'RECOVERY NOTE BY JOHNSON ENGINEERING INCORPORATED 2023 (IH)
 AD8671'THE MARK IS 12.0 FT (3.7 M) NORTHEAST OF A CONCRETE SIDEWALK, 42.9 FT
 AD8671'(13.1 M) NORTHEAST OF THE NORTH EDGE OF PAVEMENT OF THE WESTBOUND
 AD8671'LANES OF STATE ROAD 82, 29.6 FT (9.0 M) EAST-NORTHEAST OF AN ALUMINUM
 AD8671'LIGHT POLE AND 54.4 FT (16.6 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 AD8671'CATCH BASIN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2974 ***********************************************************************
 AD2974  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2974  DESIGNATION -  2 29.130 MST
 AD2974  PID         -  AD2974
 AD2974  STATE/COUNTY-  FL/PALM BEACH
 AD2974  COUNTRY     -  US
 AD2974  USGS QUAD   -  JUPITER (2018)
 AD2974
 AD2974                         *CURRENT SURVEY CONTROL
 AD2974  ______________________________________________________________________
 AD2974* NAD 83(1986) POSITION- 26 56 53.94   (N) 080 05 06.24   (W)   HD_HELD1
 AD2974* NAVD 88 ORTHO HEIGHT -     8.418 (meters)       27.62  (feet) ADJUSTED
 AD2974  ______________________________________________________________________
 AD2974  GEOID HEIGHT    -        -27.453 (meters)                     GEOID18
 AD2974  DYNAMIC HEIGHT  -          8.404 (meters)       27.57  (feet) COMP
 AD2974  MODELED GRAVITY -    979,093.2   (mgal)                       NAVD 88
 AD2974
 AD2974  VERT ORDER      -  SECOND    CLASS 0
 AD2974
 AD2974.The horizontal coordinates were determined by differentially corrected
 AD2974.hand held GPS observations or other comparable positioning techniques
 AD2974.and have an estimated accuracy of +/- 3 meters.
 AD2974
 AD2974.The orthometric height was determined by differential leveling and
 AD2974.adjusted by the NATIONAL GEODETIC SURVEY
 AD2974.in June 1991.
 AD2974
 AD2974.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2974.GEOID18 height accuracy estimate available here.
 AD2974
 AD2974.This Tidal Bench Mark is designated as VM 5551
 AD2974.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2974
 AD2974.Click photographs - Photos may exist for this station.
 AD2974
 AD2974.The dynamic height is computed by dividing the NAVD 88
 AD2974.geopotential number by the normal gravity value computed on the
 AD2974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2974.degrees latitude (g = 980.6199 gals.).
 AD2974
 AD2974.The modeled gravity was interpolated from observed gravity values.
 AD2974
 AD2974;                    North         East    Units  Estimated Accuracy
 AD2974;SPC FL E     -   290,006.5     290,850.0     MT  (+/- 3 meters HH1 GPS) 
 AD2974
 AD2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9081981039(NAD 83)
 AD2974
 AD2974                          SUPERSEDED SURVEY CONTROL
 AD2974
 AD2974  NGVD 29 (??/??/92)    8.879  (m)           29.13   (f) SUPERSEDED  2 0
 AD2974  NGVD 29 (09/01/92)    8.879  (m)           29.13   (f) ADJUSTED    2 0
 AD2974
 AD2974.Superseded values are not recommended for survey control.
 AD2974
 AD2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2974.See file dsdata.pdf to determine how the superseded data were derived.
 AD2974
 AD2974_MARKER: DD = SURVEY DISK
 AD2974_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD2974_SP_SET: BRIDGE ABUTMENT
 AD2974_STAMPING: 2 29.130 MST
 AD2974_MARK LOGO: FLSRD
 AD2974_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2974+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2007
 AD2974
 AD2974  HISTORY     - Date     Condition        Report By
 AD2974  HISTORY     - UNK      MONUMENTED       FLDT
 AD2974  HISTORY     - 1970     GOOD             NGS
 AD2974  HISTORY     - 1972     GOOD             NGS
 AD2974  HISTORY     - 1981     GOOD             FLDNR
 AD2974  HISTORY     - 19890806 GOOD             USPSQD
 AD2974  HISTORY     - 20020629 GOOD             USPSQD
 AD2974  HISTORY     - 20030708 GOOD             USPSQD
 AD2974  HISTORY     - 20040917 GOOD             USPSQD
 AD2974  HISTORY     - 20060122 GOOD             FLDEP
 AD2974  HISTORY     - 20070416 GOOD             WANTGP
 AD2974
 AD2974                          STATION DESCRIPTION
 AD2974
 AD2974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2974'0.2 MI S FROM JUPITER.
 AD2974'AT JUPITER, ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE
 AD2974'JUNCTION OF STATE HIGHWAY 707 LEADING EAST, SET IN THE TOP OF THE
 AD2974'WEST END OF THE NORTH CONCRETE ABUTMENT FOR THE NEW HIGHWAY BRIDGE
 AD2974'OVER THE LOXAHATCHEE RIVER, 4.5 FEET WEST OF THE WEST CURB OF
 AD2974'THE HIGHWAY AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AD2974
 AD2974                          STATION RECOVERY (1972)
 AD2974
 AD2974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AD2974'RECOVERED IN GOOD CONDITION.
 AD2974
 AD2974                          STATION RECOVERY (1981)
 AD2974
 AD2974'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2974'RECOVERED IN GOOD CONDITION.
 AD2974
 AD2974                          STATION RECOVERY (1989)
 AD2974
 AD2974'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD2974'RECOVERED IN GOOD CONDITION.
 AD2974
 AD2974                          STATION RECOVERY (2002)
 AD2974
 AD2974'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2974'RECOVERED IN GOOD CONDITION.
 AD2974
 AD2974                          STATION RECOVERY (2003)
 AD2974
 AD2974'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2974'RECOVERED IN GOOD CONDITION.
 AD2974
 AD2974                          STATION RECOVERY (2004)
 AD2974
 AD2974'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD2974'RECOVERED IN GOOD CONDITION.
 AD2974
 AD2974                          STATION RECOVERY (2006)
 AD2974
 AD2974'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD2974'RECOVERED AS DESCRIBED.
 AD2974
 AD2974                          STATION RECOVERY (2007)
 AD2974
 AD2974'RECOVERY NOTE BY WANTMAN GROUP INC 2007 (MJS)
 AD2974'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2503 ***********************************************************************
 AD2503  DESIGNATION -  2 29.830
 AD2503  PID         -  AD2503
 AD2503  STATE/COUNTY-  FL/BROWARD
 AD2503  COUNTRY     -  US
 AD2503  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD2503
 AD2503                         *CURRENT SURVEY CONTROL
 AD2503  ______________________________________________________________________
 AD2503* NAD 83(1986) POSITION- 26 00 39.     (N) 080 10 01.     (W)   SCALED
 AD2503* NAVD 88 ORTHO HEIGHT -     8.594 (meters)       28.20  (feet) ADJUSTED
 AD2503  ______________________________________________________________________
 AD2503  GEOID HEIGHT    -        -25.544 (meters)                     GEOID18
 AD2503  DYNAMIC HEIGHT  -          8.580 (meters)       28.15  (feet) COMP
 AD2503  MODELED GRAVITY -    979,051.1   (mgal)                       NAVD 88
 AD2503
 AD2503  VERT ORDER      -  SECOND    CLASS 0
 AD2503
 AD2503.The horizontal coordinates were scaled from a map and have
 AD2503.an estimated accuracy of +/- 6 seconds.
 AD2503
 AD2503.The orthometric height was determined by differential leveling and
 AD2503.adjusted by the NATIONAL GEODETIC SURVEY
 AD2503.in June 1991.
 AD2503
 AD2503.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2503.GEOID18 height accuracy estimate available here.
 AD2503
 AD2503.Click photographs - Photos may exist for this station.
 AD2503
 AD2503.The dynamic height is computed by dividing the NAVD 88
 AD2503.geopotential number by the normal gravity value computed on the
 AD2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2503.degrees latitude (g = 980.6199 gals.).
 AD2503
 AD2503.The modeled gravity was interpolated from observed gravity values.
 AD2503
 AD2503;                    North         East    Units  Estimated Accuracy
 AD2503;SPC FL E     -   186,080.      283,390.      MT  (+/- 180 meters Scaled)
 AD2503
 AD2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ833771(NAD 83)
 AD2503
 AD2503                          SUPERSEDED SURVEY CONTROL
 AD2503
 AD2503  NGVD 29 (??/??/92)    9.081  (m)           29.79   (f) ADJ UNCH    2 0
 AD2503
 AD2503.Superseded values are not recommended for survey control.
 AD2503
 AD2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2503.See file dsdata.pdf to determine how the superseded data were derived.
 AD2503
 AD2503_MARKER: DD = SURVEY DISK
 AD2503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2503_SP_SET: BANNISTER
 AD2503_STAMPING: 2 29.830
 AD2503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2503
 AD2503  HISTORY     - Date     Condition        Report By
 AD2503  HISTORY     - UNK      MONUMENTED       FLHD
 AD2503  HISTORY     - 1970     GOOD             NGS
 AD2503  HISTORY     - 1973     GOOD             NGS
 AD2503
 AD2503                          STATION DESCRIPTION
 AD2503
 AD2503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2503'0.4 MI W FROM HOLLYWOOD.
 AD2503'ABOUT 0.45 MILE WEST ALONG HOLLYWOOD BLVD. FROM THE CITY HALL AT
 AD2503'HOLLYWOOD, SET ON THE TOP OF THE WEST BANNISTER OF THE WEST
 AD2503'OVERPASS OF INTERSTATE HIGHWAY 95, 24 FEET WEST OF THE CENTER
 AD2503'LINE OF THE SOUTHBOUND LANE OF I 95, 7.1 FEET SOUTH OF THE NORTH
 AD2503'END OF THE BANNISTER AND 3 FEET ABOVE THE LEVEL OF THE INTERSTATE
 AD2503'HIGHWAY.
 AD2503
 AD2503                          STATION RECOVERY (1973)
 AD2503
 AD2503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2503'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG3591 ***********************************************************************
 BG3591  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3591  DESIGNATION -  2 29.88
 BG3591  PID         -  BG3591
 BG3591  STATE/COUNTY-  FL/ESCAMBIA
 BG3591  COUNTRY     -  US
 BG3591  USGS QUAD   -  PACE (2018)
 BG3591
 BG3591                         *CURRENT SURVEY CONTROL
 BG3591  ______________________________________________________________________
 BG3591* NAD 83(1986) POSITION- 30 32 46.     (N) 087 11 44.     (W)   SCALED
 BG3591* NAVD 88 ORTHO HEIGHT -     8.988 (meters)       29.49  (feet) ADJUSTED
 BG3591* NAVD 88 EPOCH        -  2009.55
 BG3591  **This station is located in a suspected subsidence area (see below).
 BG3591  ______________________________________________________________________
 BG3591  GEOID HEIGHT    -        -27.488 (meters)                     GEOID18
 BG3591  DYNAMIC HEIGHT  -          8.976 (meters)       29.45  (feet) COMP
 BG3591  MODELED GRAVITY -    979,353.6   (mgal)                       NAVD 88
 BG3591
 BG3591  VERT ORDER      -  SECOND    CLASS I
 BG3591
 BG3591.The horizontal coordinates were scaled from a map and have
 BG3591.an estimated accuracy of +/- 6 seconds.
 BG3591
 BG3591.** This station is in an area of known vertical motion.  Due to the
 BG3591.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG3591.** determined the orthometric heights for marks in these suspect
 BG3591.** subsidence areas should be considered valid only at the epoch date
 BG3591.** associated with the orthometric height.  These heights must always
 BG3591.** be validated when used as control.  All previously superseded
 BG3591.** orthometric heights are now considered suspect and are available
 BG3591.** in the superseded section.  NGS does not recommend using suspect
 BG3591.** or superseded heights as control.
 BG3591
 BG3591.The orthometric height was determined by differential leveling and
 BG3591.adjusted by the NATIONAL GEODETIC SURVEY
 BG3591.in July 2012.
 BG3591
 BG3591.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG3591.GEOID18 height accuracy estimate available here.
 BG3591
 BG3591.This Tidal Bench Mark is designated as VM 10270
 BG3591.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BG3591
 BG3591.Click photographs - Photos may exist for this station.
 BG3591
 BG3591.The dynamic height is computed by dividing the NAVD 88
 BG3591.geopotential number by the normal gravity value computed on the
 BG3591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3591.degrees latitude (g = 980.6199 gals.).
 BG3591
 BG3591.The modeled gravity was interpolated from observed gravity values.
 BG3591
 BG3591;                    North         East    Units  Estimated Accuracy
 BG3591;SPC FL N     -   174,440.      341,380.      MT  (+/- 180 meters Scaled)
 BG3591
 BG3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU812793(NAD 83)
 BG3591
 BG3591                          SUPERSEDED SURVEY CONTROL
 BG3591
 BG3591  NAVD 88 (06/15/91)    8.991  (m)           29.50   (f) SUPERSEDED  2 1
 BG3591
 BG3591.Superseded values are not recommended for survey control.
 BG3591
 BG3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3591.See file dsdata.pdf to determine how the superseded data were derived.
 BG3591
 BG3591_MARKER: DD = SURVEY DISK
 BG3591_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BG3591_SP_SET: BRIDGE ABUTMENT
 BG3591_STAMPING: 2 29.88
 BG3591_MARK LOGO: FLDT
 BG3591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3591
 BG3591  HISTORY     - Date     Condition        Report By
 BG3591  HISTORY     - UNK      MONUMENTED       FLDT
 BG3591  HISTORY     - 1984     GOOD             FLDNR
 BG3591  HISTORY     - 20150310 MARK NOT FOUND   FLDEP
 BG3591
 BG3591                          STATION DESCRIPTION
 BG3591
 BG3591'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3591'IN RIVERVIEW.
 BG3591'IN RIVERVIEW,  NEAR THE SOUTH END OF THE U.S. HIGHWAY 90 BRIDGE OVER
 BG3591'THE ESCAMBIA RIVER.  THE MARK IS SET IN THE SOUTH ABUTMENT FOR THE
 BG3591'EASTBOUND HIGHWAY BRIDGE, 18.6 FEET EAST-SOUTHEAST OF THE CENTERLINE
 BG3591'OF THE HIGHWAY.
 BG3591'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BG3591
 BG3591                          STATION RECOVERY (2015)
 BG3591
 BG3591'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (JH)
 BG3591'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8672 ***********************************************************************
 AD8672  DESIGNATION -  2 36 45 27
 AD8672  PID         -  AD8672
 AD8672  STATE/COUNTY-  FL/LEE
 AD8672  COUNTRY     -  US
 AD8672  USGS QUAD   -  ALVA SE (2018)
 AD8672
 AD8672                         *CURRENT SURVEY CONTROL
 AD8672  ______________________________________________________________________
 AD8672* NAD 83(2011) POSITION- 26 31 05.40373(N) 081 33 49.93072(W)   ADJUSTED
 AD8672* NAD 83(2011) ELLIP HT-   -15.894 (meters)        (06/27/12)   ADJUSTED
 AD8672* NAD 83(2011) EPOCH   -  2010.00
 AD8672* NAVD 88 ORTHO HEIGHT -     8.507 (meters)       27.91  (feet) ADJUSTED
 AD8672  ______________________________________________________________________
 AD8672  GEOID HEIGHT    -        -24.404 (meters)                     GEOID18
 AD8672  NAD 83(2011) X  -    837,829.336 (meters)                     COMP
 AD8672  NAD 83(2011) Y  - -5,649,116.996 (meters)                     COMP
 AD8672  NAD 83(2011) Z  -  2,830,539.058 (meters)                     COMP
 AD8672  LAPLACE CORR    -         -0.30  (seconds)                    DEFLEC18
 AD8672  DYNAMIC HEIGHT  -          8.493 (meters)       27.86  (feet) COMP
 AD8672  MODELED GRAVITY -    979,059.1   (mgal)                       NAVD 88
 AD8672
 AD8672  VERT ORDER      -  FIRST     CLASS II
 AD8672
 AD8672  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8672  Standards:
 AD8672         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8672            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8672  -------------------------------------------------------------------
 AD8672  NETWORK    2.35   2.94           1.09   0.77   1.50     -0.14534993
 AD8672  -------------------------------------------------------------------
 AD8672  Click here for local accuracies and other accuracy information.
 AD8672
 AD8672.The horizontal coordinates were established by GPS observations
 AD8672.and adjusted by the National Geodetic Survey in June 2012.
 AD8672
 AD8672.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8672.been affixed to the stable North American tectonic plate. See 
 AD8672.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8672
 AD8672.The horizontal coordinates are valid at the epoch date displayed above
 AD8672.which is a decimal equivalence of Year/Month/Day.
 AD8672
 AD8672.The orthometric height was determined by differential leveling and
 AD8672.adjusted by the NATIONAL GEODETIC SURVEY
 AD8672.in February 2002.
 AD8672
 AD8672.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8672.GEOID18 height accuracy estimate available here.
 AD8672
 AD8672.Click photographs - Photos may exist for this station.
 AD8672
 AD8672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8672
 AD8672.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8672
 AD8672.The ellipsoidal height was determined by GPS observations
 AD8672.and is referenced to NAD 83.
 AD8672
 AD8672.The dynamic height is computed by dividing the NAVD 88
 AD8672.geopotential number by the normal gravity value computed on the
 AD8672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8672.degrees latitude (g = 980.6199 gals.).
 AD8672
 AD8672.The modeled gravity was interpolated from observed gravity values.
 AD8672
 AD8672. The following values were computed from the NAD 83(2011) position.
 AD8672
 AD8672;                    North         East     Units Scale Factor Converg.
 AD8672;SPC FL W     -   242,094.163   243,468.734   MT  0.99996450   +0 11 41.0
 AD8672;SPC FL W     -   794,270.60    798,780.34   sFT  0.99996450   +0 11 41.0
 AD8672;UTM  17      - 2,933,193.134   443,818.557   MT  0.99963897   -0 15 06.4
 AD8672
 AD8672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8672!SPC FL W     -   1.00000250  x   0.99996450  =   0.99996700
 AD8672!UTM  17      -   1.00000250  x   0.99963897  =   0.99964147
 AD8672
 AD8672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK4381833193(NAD 83)
 AD8672
 AD8672                          SUPERSEDED SURVEY CONTROL
 AD8672
 AD8672  NAD 83(2007)-  26 31 05.40422(N)    081 33 49.93163(W) AD(2002.00) 0
 AD8672  ELLIP H (02/10/07)  -15.877  (m)                       GP(2002.00)    
 AD8672  NAD 83(1999)-  26 31 05.40462(N)    081 33 49.93207(W) AD(       ) 1
 AD8672  ELLIP H (07/06/01)  -15.854  (m)                       GP(       ) 4 2
 AD8672  NAD 83(1990)-  26 31 05.40294(N)    081 33 49.93060(W) AD(       ) 1
 AD8672  ELLIP H (11/12/93)  -15.819  (m)                       GP(       ) 4 1
 AD8672  NAVD 88               8.51   (m)           27.9    (f) LEVELING    3  
 AD8672  NAVD 88 (11/12/93)    8.6    (m)  GEOID93  model used  GPS OBS        
 AD8672
 AD8672.Superseded values are not recommended for survey control.
 AD8672
 AD8672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8672.See file dsdata.pdf to determine how the superseded data were derived.
 AD8672
 AD8672_MARKER: DD = SURVEY DISK
 AD8672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8672_STAMPING: GPS 2-36 45 27 9071 1990
 AD8672_MARK LOGO: FL-071
 AD8672_PROJECTION: RECESSED 8 CENTIMETERS
 AD8672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8672+STABILITY: SURFACE MOTION
 AD8672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8672+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2014
 AD8672
 AD8672  HISTORY     - Date     Condition        Report By
 AD8672  HISTORY     - 1990     MONUMENTED       DENI
 AD8672  HISTORY     - 19910107 GOOD
 AD8672  HISTORY     - 20010923 GOOD             LDBLS
 AD8672  HISTORY     - 20020507 GOOD             MAPTEC
 AD8672  HISTORY     - 20070205 GOOD             HOLE
 AD8672  HISTORY     - 20140220 GOOD             PICKET
 AD8672  HISTORY     - 20150913 MARK NOT FOUND   FLDEP
 AD8672
 AD8672                          STATION DESCRIPTION
 AD8672
 AD8672'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8672'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION SEC.36, TWP
 AD8672'45S, RGE 27E, 20.7 MI (33.3 KM) SOUTHEAST OF FORT MYERS NEAR THE
 AD8672'LEE/HENDRY COUNTY LINE, 16.9 MI (27.2 KM) SOUTHEAST OF THE JUNCTION OF
 AD8672'I-75 AND STATE ROUTE 82/IMMOKALEE ROAD, EXIT 23.
 AD8672'
 AD8672'TO REACH STATION FROM THE JUNCTION OF I-75 AND IMMOKALEE ROAD/STATE
 AD8672'ROUTE 82, EXIT 23, GO SOUTHEAST 17.2 MI (27.7 KM) PAST THE
 AD8672'INTERSECTION WITH NAPLES AVENUE TO THE LEE/HENDRY COUNTY LINE AND THE
 AD8672'STATION ON THE RIGHT.  STATION IS ALSO LOCATED 2.65 MI (4.26 KM)
 AD8672'SOUTHEAST ALONG STATE ROUTE 82 FROM THE JUNCTION OF STATE ROUTE 82 AND
 AD8672'BELL BOULEVARD.
 AD8672'
 AD8672'STATION IS 108.5 FT (33.1 M) SOUTHWEST OF THE CENTERLINE OF IMMOKALEE
 AD8672'ROAD, 405 FT (123.4 M) SOUTHEAST OF THE CENTERLINE OF NAPLES AVENUE,
 AD8672'97.7 FT (29.8 M) SOUTH OF THE --ENTERING HENDRY CO-- SIGN, 12.0 FT
 AD8672'(3.7 M) SOUTH OF A STATE ROAD DEPARTMENT RIGHT-OF-WAY CONCRETE POST,
 AD8672'9.3 FT (2.8 M) SOUTH OF A CONCRETE PERMANENT REFERENCE MARK MONUMENT,
 AD8672'7.5 FT (2.3 M) SOUTHWEST OF A FENCE CORNER, 1.6 FT (0.5 M) WEST OF A
 AD8672'WITNESS POST.  STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM
 AD8672'SURVEY MARK DISK SET IN TOP OF A 9 INCH ROUND CONCRETE MONUMENT, 3
 AD8672'INCHES BELOW GROUND LEVEL.
 AD8672
 AD8672                          STATION RECOVERY (1991)
 AD8672
 AD8672'RECOVERED 1991
 AD8672'RECOVERED IN GOOD CONDITION.
 AD8672
 AD8672                          STATION RECOVERY (2001)
 AD8672
 AD8672'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD8672'THE MARK IS ABOUT 21.4 KM (13.28 MI) NORTHWEST OF IMMOKALEE, ALSO
 AD8672'ABOUT 32.5 KM (20.18 MI) SOUTHEAST OF FORT MYERS. IN SECTION 36,
 AD8672'TOWNSHIP 45 SOUTH, RANGE 27 EAST, COLLIER COUNTY FLORIDA. OWNERSHIP -
 AD8672'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AD8672'
 AD8672'TO REACH THE MARK FROM THE POST OFFICE IN IMMOKALEE GO NORTH ON STATE
 AD8672'ROAD 29 6.3 KM (3.9 MI) TO THE JUNCTION OF STATE ROAD 82, GO
 AD8672'NORTHWESTERLY ON STATE ROAD 82 8.6 KM (5.35 MI) TO THE JUNCTION WITH
 AD8672'COUNTY ROAD 850, CONTINUE NORTHWESTERLY ON STATE ROAD 82 (2.96 MI) TO
 AD8672'THE HENDRY-LEE COUNTY LINE AND THE MARK ON THE LEFT.
 AD8672'
 AD8672'THE MARK IS 123.44 M (405.0 FT) SOUTHEAST OF THE CENTERLINE OF NAPLES
 AD8672'AVENUE SOUTH, 33.07 M (108.5 FT) NORTHEAST OF THE CENTERLINE OF STATE
 AD8672'ROAD 82, 15.42 M (50.6 FT) SOUTHEAST OF (PARALLEL TO STATE ROAD 82)
 AD8672'FROM THE ENTERING HENDRY COUNTY SIGN ON THE SOUTH SIDE OF THE HIGHWAY,
 AD8672'3.69 M (12.1 FT) SOUTHEAST OF A STATE ROAD DEPARTMENT RIGHT OF WAY
 AD8672'MONUMENT, 2.87 M (9.4 FT) SOUTHEAST OF A 4 INCH X 4 INCH CONCRETE
 AD8672'MONUMENT WITH A DISK STAMPED PRM 1895 RLS, 2.38 M (7.8 FT) SOUTHWEST
 AD8672'OF THE NORTHWEST CORNER OF A BARBED WIRE FENCE, 0.30 M (1.8 FT) WEST
 AD8672'OF THE BARBED WIRE FENCE, AND 0.49 M (1.6 FT) WEST OF A METAL WITNESS
 AD8672'POST. THE MARK IS A SURVEY DISK SET FLUSH IN THE TOP OF ROUND CONCRETE
 AD8672'MONUMENT RECESSED 3 INCHES BELOW THE LEVEL OF THE GROUND AND ABOUT
 AD8672'1.52 M (5.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AD8672
 AD8672                          STATION RECOVERY (2002)
 AD8672
 AD8672'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD8672'THE MARK IS ABOUT 21.4 KM (13.28 MI) NORTHWEST OF IMMOKALEE, ALSO
 AD8672'ABOUT 32.5 KM (20.18 MI) SOUTHEAST OF FORT MYERS. IN SECTION 36,
 AD8672'TOWNSHIP 45 SOUTH, RANGE 27 EAST, COLLIER COUNTY FLORIDA. OWNERSHIP -
 AD8672'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AD8672'
 AD8672'TO REACH THE MARK FROM THE POST OFFICE IN IMMOKALEE GO NORTH ON STATE
 AD8672'ROAD 29 6.3 KM (3.9 MI) TO THE JUNCTION OF STATE ROAD 82, GO
 AD8672'NORTHWESTERLY ON STATE ROAD 82 8.6 KM (5.35 MI) TO THE JUNCTION WITH
 AD8672'COUNTY ROAD 850, CONTINUE NORTHWESTERLY ON STATE ROAD 82 (2.96 MI) TO
 AD8672'THE HENDRY-LEE COUNTY LINE AND THE MARK ON THE LEFT.
 AD8672'
 AD8672'THE MARK IS 123.44 M (405.0 FT) SOUTHEAST OF THE CENTERLINE OF NAPLES
 AD8672'AVENUE SOUTH, 33.07 M (108.5 FT) NORTHEAST OF THE CENTERLINE OF STATE
 AD8672'ROAD 82, 15.42 M (50.6 FT) SOUTHEAST OF (PARALLEL TO STATE ROAD 82)
 AD8672'FROM THE ENTERING HENDRY COUNTY SIGN ON THE SOUTH SIDE OF THE HIGHWAY,
 AD8672'3.69 M (12.1 FT) SOUTHEAST OF A STATE ROAD DEPARTMENT RIGHT OF WAY
 AD8672'MONUMENT, 2.87 M (9.4 FT) SOUTHEAST OF A 4 INCH X 4 INCH CONCRETE
 AD8672'MONUMENT WITH A DISK STAMPED PRM 1895 RLS, 2.38 M (7.8 FT) SOUTHWEST
 AD8672'OF THE NORTHWEST CORNER OF A BARBED WIRE FENCE, 0.30 M (1.8 FT) WEST
 AD8672'OF THE BARBED WIRE FENCE, AND 0.49 M (1.6 FT) WEST OF A METAL WITNESS
 AD8672'POST. THE MARK IS A SURVEY DISK SET FLUSH IN THE TOP OF ROUND CONCRETE
 AD8672'MONUMENT RECESSED 3 INCHES BELOW THE LEVEL OF THE GROUND AND ABOUT
 AD8672'1.52 M (5.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AD8672
 AD8672                          STATION RECOVERY (2007)
 AD8672
 AD8672'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2007 (BRH)
 AD8672'RECOVERED IN GOOD CONDITION.
 AD8672
 AD8672                          STATION RECOVERY (2014)
 AD8672
 AD8672'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2014 (HS)
 AD8672'RECOVERED IN GOOD CONDITION.
 AD8672
 AD8672                          STATION RECOVERY (2015)
 AD8672
 AD8672'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (MAH)
 AD8672'NOT RECOVERED. A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3119 ***********************************************************************
 AF3119  DESIGNATION -  2 A
 AF3119  PID         -  AF3119
 AF3119  STATE/COUNTY-  FL/MARTIN
 AF3119  COUNTRY     -  US
 AF3119  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF3119
 AF3119                         *CURRENT SURVEY CONTROL
 AF3119  ______________________________________________________________________
 AF3119* NAD 83(1986) POSITION- 27 11 49.     (N) 080 12 40.     (W)   SCALED
 AF3119* NAVD 88 ORTHO HEIGHT -     2.678 (meters)        8.79  (feet) ADJUSTED
 AF3119  ______________________________________________________________________
 AF3119  GEOID HEIGHT    -        -27.628 (meters)                     GEOID18
 AF3119  DYNAMIC HEIGHT  -          2.674 (meters)        8.77  (feet) COMP
 AF3119  MODELED GRAVITY -    979,115.1   (mgal)                       NAVD 88
 AF3119
 AF3119  VERT ORDER      -  FIRST     CLASS I
 AF3119
 AF3119.The horizontal coordinates were scaled from a map and have
 AF3119.an estimated accuracy of +/- 6 seconds.
 AF3119
 AF3119.The orthometric height was determined by differential leveling and
 AF3119.adjusted by the NATIONAL GEODETIC SURVEY
 AF3119.in June 1991.
 AF3119
 AF3119.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3119.GEOID18 height accuracy estimate available here.
 AF3119
 AF3119.Click photographs - Photos may exist for this station.
 AF3119
 AF3119.The dynamic height is computed by dividing the NAVD 88
 AF3119.geopotential number by the normal gravity value computed on the
 AF3119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3119.degrees latitude (g = 980.6199 gals.).
 AF3119
 AF3119.The modeled gravity was interpolated from observed gravity values.
 AF3119
 AF3119;                    North         East    Units  Estimated Accuracy
 AF3119;SPC FL E     -   317,470.      278,160.      MT  (+/- 180 meters Scaled)
 AF3119
 AF3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL781084(NAD 83)
 AF3119
 AF3119                          SUPERSEDED SURVEY CONTROL
 AF3119
 AF3119  NGVD 29 (??/??/92)    3.122  (m)           10.24   (f) ADJ UNCH    1 1
 AF3119
 AF3119.Superseded values are not recommended for survey control.
 AF3119
 AF3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3119.See file dsdata.pdf to determine how the superseded data were derived.
 AF3119
 AF3119_MARKER: DD = SURVEY DISK
 AF3119_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF3119_SP_SET: BRIDGE ABUTMENT
 AF3119_STAMPING: 2 A 10.805
 AF3119_MARK LOGO: FLHD
 AF3119_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3119
 AF3119  HISTORY     - Date     Condition        Report By
 AF3119  HISTORY     - UNK      MONUMENTED       FLHD
 AF3119  HISTORY     - 1965     GOOD             CGS
 AF3119  HISTORY     - 1973     GOOD             NGS
 AF3119  HISTORY     - 1983     GOOD             USPSQD
 AF3119  HISTORY     - 1984     GOOD             NGS
 AF3119  HISTORY     - 1987     GOOD             USPSQD
 AF3119  HISTORY     - 1989     GOOD             USPSQD
 AF3119  HISTORY     - 1991     GOOD             USPSQD
 AF3119  HISTORY     - 20020418 MARK NOT FOUND   GCYI
 AF3119
 AF3119                          STATION DESCRIPTION
 AF3119
 AF3119'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AF3119'2.4 MI E FROM STUART.
 AF3119'ABOUT 2.4 MILES EAST ALONG STATE HIGHWAY A1A FROM THE COURTHOUSE
 AF3119'AT STUART, IN SECTION 2, R 41 E, T 38 S, SET ON THE TOP OF THE
 AF3119'SOUTHEAST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE BRIDGE
 AF3119'OVER THE ST LUCIE RIVER, 21 FEET SOUTHEAST OF THE CENTER LINE
 AF3119'OF THE HIGHWAY, 1.3 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 AF3119'ABUTMENT AND ABOUT LEVEL WITH THE HIGHWAY.
 AF3119
 AF3119                          STATION RECOVERY (1973)
 AF3119
 AF3119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AF3119'RECOVERED IN GOOD CONDITION.
 AF3119
 AF3119                          STATION RECOVERY (1983)
 AF3119
 AF3119'RECOVERY NOTE BY US POWER SQUADRON 1983
 AF3119'RECOVERED IN GOOD CONDITION.
 AF3119
 AF3119                          STATION RECOVERY (1984)
 AF3119
 AF3119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 AF3119'RECOVERED IN GOOD CONDITION.
 AF3119
 AF3119                          STATION RECOVERY (1987)
 AF3119
 AF3119'RECOVERY NOTE BY US POWER SQUADRON 1987 (FGH)
 AF3119'RECOVERED IN GOOD CONDITION.
 AF3119
 AF3119                          STATION RECOVERY (1989)
 AF3119
 AF3119'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF3119'RECOVERED IN GOOD CONDITION.
 AF3119
 AF3119                          STATION RECOVERY (1991)
 AF3119
 AF3119'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF3119'RECOVERED IN GOOD CONDITION.
 AF3119
 AF3119                          STATION RECOVERY (2002)
 AF3119
 AF3119'RECOVERY NOTE BY G.C.Y., INCORPORATED 2002 (PA)
 AF3119'MARK BELEIVED DESTROYED DO TO CONSTRUCTION OF NEW BRIDGE ACROSS ST
 AF3119'LUCIE RIVER AND REMOVAL
 AF3119'OF OLD BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL6268 ***********************************************************************
 AL6268  DESIGNATION -  2 A
 AL6268  PID         -  AL6268
 AL6268  STATE/COUNTY-  FL/HILLSBOROUGH
 AL6268  COUNTRY     -  US
 AL6268  USGS QUAD   -  ODESSA (2018)
 AL6268
 AL6268                         *CURRENT SURVEY CONTROL
 AL6268  ______________________________________________________________________
 AL6268* NAD 83(1986) POSITION- 28 07 41.     (N) 082 31 17.     (W)   SCALED
 AL6268* NAVD 88 ORTHO HEIGHT -    17.216 (meters)       56.48  (feet) ADJUSTED
 AL6268  ______________________________________________________________________
 AL6268  GEOID HEIGHT    -        -25.281 (meters)                     GEOID18
 AL6268  DYNAMIC HEIGHT  -         17.191 (meters)       56.40  (feet) COMP
 AL6268  MODELED GRAVITY -    979,198.4   (mgal)                       NAVD 88
 AL6268
 AL6268  VERT ORDER      -  FIRST     CLASS II
 AL6268
 AL6268.The horizontal coordinates were scaled from a map and have
 AL6268.an estimated accuracy of +/- 6 seconds.
 AL6268
 AL6268.The orthometric height was determined by differential leveling and
 AL6268.adjusted by the NATIONAL GEODETIC SURVEY
 AL6268.in June 1991.
 AL6268
 AL6268.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL6268.GEOID18 height accuracy estimate available here.
 AL6268
 AL6268.Click photographs - Photos may exist for this station.
 AL6268
 AL6268.The dynamic height is computed by dividing the NAVD 88
 AL6268.geopotential number by the normal gravity value computed on the
 AL6268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6268.degrees latitude (g = 980.6199 gals.).
 AL6268
 AL6268.The modeled gravity was interpolated from observed gravity values.
 AL6268
 AL6268;                    North         East    Units  Estimated Accuracy
 AL6268;SPC FL W     -   420,510.      148,780.      MT  (+/- 180 meters Scaled)
 AL6268
 AL6268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM505123(NAD 83)
 AL6268
 AL6268                          SUPERSEDED SURVEY CONTROL
 AL6268
 AL6268  NGVD 29 (??/??/92)   17.469  (m)           57.31   (f) ADJ UNCH    1 2
 AL6268
 AL6268.Superseded values are not recommended for survey control.
 AL6268
 AL6268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6268.See file dsdata.pdf to determine how the superseded data were derived.
 AL6268
 AL6268_MARKER: DD = SURVEY DISK
 AL6268_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL6268_SP_SET: CULVERT
 AL6268_STAMPING: 2 A
 AL6268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL6268
 AL6268  HISTORY     - Date     Condition        Report By
 AL6268  HISTORY     - UNK      MONUMENTED       FLHD
 AL6268  HISTORY     - 1966     GOOD             CGS
 AL6268  HISTORY     - 20010811 GOOD             USPSQD
 AL6268  HISTORY     - 20060624 MARK NOT FOUND   USPSQD
 AL6268
 AL6268                          STATION DESCRIPTION
 AL6268
 AL6268'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AL6268'7.2 MI NE FROM CITRUS PARK.
 AL6268'ABOUT 4.05 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK
 AL6268'ELEMENTARY SCHOOL AT CITRUS PARK, THENCE ABOUT 3.2 MILES EAST
 AL6268'ALONG VAN DYKE ROAD, 0.05 MILE EAST OF THE JUNCTION OF DARBY
 AL6268'LANE LEADING SOUTH, 18.0 FEET SOUTH OF THE CENTER LINE OF THE
 AL6268'HIGHWAY, ABOUT 0.5 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IN
 AL6268'THE TOP NEAR THE CENTER OF THE SOUTH CONCRETE HEAD WALL FOR A
 AL6268'DOUBLE 36-INCH CONCRETE PIPE CULVERT.  STAMPED 2A BY THIS PARTY.
 AL6268
 AL6268                          STATION RECOVERY (2001)
 AL6268
 AL6268'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AL6268'RECOVERED IN GOOD CONDITION.
 AL6268
 AL6268                          STATION RECOVERY (2006)
 AL6268
 AL6268'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAH)
 AL6268'THE HEADWALL HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1442 ***********************************************************************
 AQ1442  DESIGNATION -  2 B
 AQ1442  PID         -  AQ1442
 AQ1442  STATE/COUNTY-  FL/VOLUSIA
 AQ1442  COUNTRY     -  US
 AQ1442  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1442
 AQ1442                         *CURRENT SURVEY CONTROL
 AQ1442  ______________________________________________________________________
 AQ1442* NAD 83(1986) POSITION- 29 00 47.     (N) 080 59 17.     (W)   SCALED
 AQ1442* NAVD 88 ORTHO HEIGHT -    16.612 (meters)       54.50  (feet) ADJUSTED
 AQ1442  ______________________________________________________________________
 AQ1442  GEOID HEIGHT    -        -28.190 (meters)                     GEOID18
 AQ1442  DYNAMIC HEIGHT  -         16.589 (meters)       54.43  (feet) COMP
 AQ1442  MODELED GRAVITY -    979,256.1   (mgal)                       NAVD 88
 AQ1442
 AQ1442  VERT ORDER      -  SECOND    CLASS 0
 AQ1442
 AQ1442.The horizontal coordinates were scaled from a map and have
 AQ1442.an estimated accuracy of +/- 6 seconds.
 AQ1442
 AQ1442.The orthometric height was determined by differential leveling and
 AQ1442.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1442.in June 1991.
 AQ1442
 AQ1442.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1442.GEOID18 height accuracy estimate available here.
 AQ1442
 AQ1442.Click photographs - Photos may exist for this station.
 AQ1442
 AQ1442.The dynamic height is computed by dividing the NAVD 88
 AQ1442.geopotential number by the normal gravity value computed on the
 AQ1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1442.degrees latitude (g = 980.6199 gals.).
 AQ1442
 AQ1442.The modeled gravity was interpolated from observed gravity values.
 AQ1442
 AQ1442;                    North         East    Units  Estimated Accuracy
 AQ1442;SPC FL E     -   518,480.      201,160.      MT  (+/- 180 meters Scaled)
 AQ1442
 AQ1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN011094(NAD 83)
 AQ1442
 AQ1442                          SUPERSEDED SURVEY CONTROL
 AQ1442
 AQ1442  NGVD 29 (??/??/92)   16.963  (m)           55.65   (f) ADJ UNCH    2 0
 AQ1442
 AQ1442.Superseded values are not recommended for survey control.
 AQ1442
 AQ1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1442.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1442
 AQ1442_STAMPING: 2B
 AQ1442
 AQ1442  HISTORY     - Date     Condition        Report By
 AQ1442  HISTORY     - UNK      MONUMENTED       FLHD
 AQ1442  HISTORY     - 1972     GOOD             FLDT
 AQ1442  HISTORY     - 1984     GOOD             USPSQD
 AQ1442  HISTORY     - 1985     GOOD             USPSQD
 AQ1442  HISTORY     - 20210327 MARK NOT FOUND   GEOCAC
 AQ1442
 AQ1442                          STATION DESCRIPTION
 AQ1442
 AQ1442'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1442'4 MI W FROM NEW SMYRNA.
 AQ1442'FROM THE INTERSECTION OF SR-44 WITH U.S.-1 IN NEW SMYRNA PROCEED
 AQ1442'WEST ON SR-44 FOR 4.0 MILES TO INTERSECTION WITH I-95 AND BENCH
 AQ1442'MARK, WHICH IS A STATE ROAD DEPARTMENT BRASS DISK PRESET FLUSH
 AQ1442'IN NW END OF I-95 SOUTHBOUND LANE BRIDGE GUARDRAIL OVER SR-44.
 AQ1442'IT IS 0.4 FOOT SE OF NW CORNER OF I-95 SOUTHBOUND LANE BRIDGE
 AQ1442'GUARDRAIL AND 30.7 FEET SW OF CENTERLINE OF I-95 SOUTHBOUND
 AQ1442'LANE.  SECTION 22, T17S, R33E.
 AQ1442
 AQ1442                          STATION RECOVERY (1984)
 AQ1442
 AQ1442'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1442'MARK IS ON I 95 BRIDGE OVER SR 44 TO NEW SMYRNA BEACH. MARK SET FLUSH
 AQ1442'IN TOP OF GUARD RAIL. SOUTH BOUND LANE, WEST SIDE, NORTH END OF GUARD
 AQ1442'RAIL.
 AQ1442
 AQ1442                          STATION RECOVERY (1985)
 AQ1442
 AQ1442'RECOVERY NOTE BY US POWER SQUADRON 1985
 AQ1442'RECOVERED IN GOOD CONDITION.
 AQ1442
 AQ1442                          STATION RECOVERY (2021)
 AQ1442
 AQ1442'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1442'THE BRIDGE AND GUARDRAIL HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5842 ***********************************************************************
 AD5842  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5842  DESIGNATION -  2 B CO
 AD5842  PID         -  AD5842
 AD5842  STATE/COUNTY-  FL/BROWARD
 AD5842  COUNTRY     -  US
 AD5842  USGS QUAD   -  BOCA RATON (2018)
 AD5842
 AD5842                         *CURRENT SURVEY CONTROL
 AD5842  ______________________________________________________________________
 AD5842* NAD 83(1986) POSITION- 26 18 58.     (N) 080 04 32.     (W)   SCALED
 AD5842* NAVD 88 ORTHO HEIGHT -     4.307 (meters)       14.13  (feet) ADJUSTED
 AD5842  ______________________________________________________________________
 AD5842  GEOID HEIGHT    -        -25.999 (meters)                     GEOID18
 AD5842  DYNAMIC HEIGHT  -          4.300 (meters)       14.11  (feet) COMP
 AD5842  MODELED GRAVITY -    979,077.9   (mgal)                       NAVD 88
 AD5842
 AD5842  VERT ORDER      -  SECOND    CLASS I
 AD5842
 AD5842.The horizontal coordinates were scaled from a map and have
 AD5842.an estimated accuracy of +/- 6 seconds.
 AD5842
 AD5842.The orthometric height was determined by differential leveling and
 AD5842.adjusted by the NATIONAL GEODETIC SURVEY
 AD5842.in June 1991.
 AD5842
 AD5842.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5842.GEOID18 height accuracy estimate available here.
 AD5842
 AD5842.This Tidal Bench Mark is designated as VM 15824
 AD5842.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5842
 AD5842.Click photographs - Photos may exist for this station.
 AD5842
 AD5842.The dynamic height is computed by dividing the NAVD 88
 AD5842.geopotential number by the normal gravity value computed on the
 AD5842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5842.degrees latitude (g = 980.6199 gals.).
 AD5842
 AD5842.The modeled gravity was interpolated from observed gravity values.
 AD5842
 AD5842;                    North         East    Units  Estimated Accuracy
 AD5842;SPC FL E     -   219,970.      292,300.      MT  (+/- 180 meters Scaled)
 AD5842
 AD5842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK922110(NAD 83)
 AD5842
 AD5842                          SUPERSEDED SURVEY CONTROL
 AD5842
 AD5842  NGVD 29 (09/01/92)    4.789  (m)           15.71   (f) ADJUSTED    2 1
 AD5842
 AD5842.Superseded values are not recommended for survey control.
 AD5842
 AD5842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5842.See file dsdata.pdf to determine how the superseded data were derived.
 AD5842
 AD5842_MARKER: DS = TRIANGULATION STATION DISK
 AD5842_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5842_SP_SET: CONCRETE PIER
 AD5842_STAMPING: 2 15.72
 AD5842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5842
 AD5842  HISTORY     - Date     Condition        Report By
 AD5842  HISTORY     - UNK      MONUMENTED       FL-011
 AD5842  HISTORY     - 1981     GOOD             FLDNR
 AD5842  HISTORY     - 1989     GOOD             USPSQD
 AD5842  HISTORY     - 1990     GOOD             USPSQD
 AD5842  HISTORY     - 1990     GOOD             USPSQD
 AD5842  HISTORY     - 20020212 MARK NOT FOUND   USPSQD
 AD5842  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5842  HISTORY     - 20110203 MARK NOT FOUND   GEOCAC
 AD5842
 AD5842                          STATION DESCRIPTION
 AD5842
 AD5842'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5842'IN DEERFIELD BEACH.
 AD5842'BEGIN AT THE INTERSECTION OF HILLSBORO BEACH BOULEVARD AND STATE ROAD
 AD5842'A1A IN DEERFIELD BEACH, GO 0.25 MILE NORTH ON A1A TO THE DEERFIELD
 AD5842'BEACH PIER AND THE MARK.  THE MARK BEARS 145 FEET EAST OF THE WEST END
 AD5842'OF THE CONCRETE PIER FLOOR, 81.5 FEET EAST OF THE EAST WALL OF THE
 AD5842'BAIT HOUSE, AND IS SET FLUSH IN THE CENTER OF THE CONCRETE PIER FLOOR.
 AD5842
 AD5842                          STATION RECOVERY (1989)
 AD5842
 AD5842'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5842'RECOVERED IN GOOD CONDITION.
 AD5842
 AD5842                          STATION RECOVERY (1990)
 AD5842
 AD5842'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5842'RECOVERED IN GOOD CONDITION.
 AD5842
 AD5842                          STATION RECOVERY (1990)
 AD5842
 AD5842'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5842'RECOVERED IN GOOD CONDITION.
 AD5842
 AD5842                          STATION RECOVERY (2002)
 AD5842
 AD5842'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD5842'MARK NOT FOUND.
 AD5842
 AD5842                          STATION RECOVERY (2004)
 AD5842
 AD5842'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5842'MARK NOT FOUND COVERED BY NEW FORMED CONCRETE.
 AD5842
 AD5842                          STATION RECOVERY (2011)
 AD5842
 AD5842'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD5842'THE CONCRETE PIER FLOOR HAS BEEN COVERED WITH WOODEN PLANKS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9674 ***********************************************************************
 AC9674  DESIGNATION -  2 CMP
 AC9674  PID         -  AC9674
 AC9674  STATE/COUNTY-  FL/ALACHUA
 AC9674  COUNTRY     -  US
 AC9674  USGS QUAD   -  HAWTHORNE (2018)
 AC9674
 AC9674                         *CURRENT SURVEY CONTROL
 AC9674  ______________________________________________________________________
 AC9674* NAD 83(1986) POSITION- 29 31 57.2    (N) 082 06 07.2    (W)   HD_HELD2
 AC9674* NAVD 88 ORTHO HEIGHT -    23.930 (meters)       78.51  (feet) ADJUSTED
 AC9674  ______________________________________________________________________
 AC9674  GEOID HEIGHT    -        -27.942 (meters)                     GEOID18
 AC9674  DYNAMIC HEIGHT  -         23.897 (meters)       78.40  (feet) COMP
 AC9674  MODELED GRAVITY -    979,281.0   (mgal)                       NAVD 88
 AC9674
 AC9674  VERT ORDER      -  SECOND    CLASS I
 AC9674
 AC9674.The horizontal coordinates were established by autonomous hand held GPS
 AC9674.observations and have an estimated accuracy of +/- 10 meters.
 AC9674
 AC9674.The orthometric height was determined by differential leveling and
 AC9674.adjusted by the NATIONAL GEODETIC SURVEY
 AC9674.in September 1997.
 AC9674
 AC9674.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9674.GEOID18 height accuracy estimate available here.
 AC9674
 AC9674.Click photographs - Photos may exist for this station.
 AC9674
 AC9674.The dynamic height is computed by dividing the NAVD 88
 AC9674.geopotential number by the normal gravity value computed on the
 AC9674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9674.degrees latitude (g = 980.6199 gals.).
 AC9674
 AC9674.The modeled gravity was interpolated from observed gravity values.
 AC9674
 AC9674;                    North         East    Units  Estimated Accuracy
 AC9674;SPC FL N     -    61,477.      832,436.      MT  (+/- 10 meters HH2 GPS)
 AC9674
 AC9674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9321667496(NAD 83)
 AC9674
 AC9674                          SUPERSEDED SURVEY CONTROL
 AC9674
 AC9674.No superseded survey control is available for this station.
 AC9674
 AC9674_MARKER: DD = SURVEY DISK
 AC9674_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AC9674_STAMPING: 2 CMP 1964
 AC9674_MARK LOGO: USGS
 AC9674_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9674_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9674+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1996
 AC9674
 AC9674  HISTORY     - Date     Condition        Report By
 AC9674  HISTORY     - 1964     MONUMENTED       USGS
 AC9674  HISTORY     - 19960421 GOOD             FLDEP
 AC9674
 AC9674                          STATION DESCRIPTION
 AC9674
 AC9674'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9674'THE MARK IS ABOUT 25.5 MI (41.0 KM) NORTH OF OCALA, 2.5 MI (4.0 KM)
 AC9674'SOUTH OF HAWTHORNE, 1.5 MI (2.4 KM) NORTH OF LOCHLOOSA ON U.S. HIGHWAY
 AC9674'301 (STATE ROAD 200, SID MARTION HIGHWAY) IN SECTION 15, TOWNSHIP 11
 AC9674'SOUTH, RANGE 22 EAST. TO REACH THE MARK FROM THE INTERSECTION OF STATE
 AC9674'ROAD 20 AND U.S. HIGHWAY 301, STATE ROAD 200 (SID MARTIN HIGHWAY)
 AC9674'UNDERPASS IN HAWTHORNE, GO SOUTH ON U.S. HIGHWAY 301, STATE ROAD 200
 AC9674'(SID MARTIN HIGHWAY) FOR 4.55 MI (7.32 KM) TO THE MARK 0N THE RIGHT,
 AC9674'SET TOP OF A PREFABRICATED SQUARE CONCRETE POST INBEDED INTO THE
 AC9674'GROUND PROJECTING 0.3 FT (9.1 CM) ABOVE THE LEVEL OF THE GROUND AND
 AC9674'LEVEL WITH U.S. HIGHWAY 301, STATE ROAD 200 (SID MARTIN HIGHWAY).
 AC9674'LOCATED ABOUT 239.0 FT (72.8 M) NORTHEAST OF AND ACROSS THE SOUTHBOUND
 AC9674'LANES OF U.S. HIGHWAY 301 (STATE ROAD 200, SID MARTIN HIGHWAY) FROM
 AC9674'ALOCHULA COUNTY GPS MARK A008, 112.0 FT (34.1 M) WEST OF THE
 AC9674'CENTERLINE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 301 (STATE ROAD
 AC9674'200, SID MARTIN HIGHWAY), 13.6 FT (4.1 M) WEST OF THE WEST RAIL OF THE
 AC9674'SEABOARD COAST RAILROAD TRACK, 5.0 FT (1.5 M) SOUTH OF MILE MARKER
 AC9674'NUMBER 709 AND 0.6 FT (18.3 CM) EAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD1871 ***********************************************************************
 BD1871  DESIGNATION -  2 DNR
 BD1871  PID         -  BD1871
 BD1871  STATE/COUNTY-  FL/BAKER
 BD1871  COUNTRY     -  US
 BD1871  USGS QUAD   -  OLUSTEE (2018)
 BD1871
 BD1871                         *CURRENT SURVEY CONTROL
 BD1871  ______________________________________________________________________
 BD1871* NAD 83(1986) POSITION- 30 13 00.     (N) 082 25 28.     (W)   SCALED
 BD1871* NAVD 88 ORTHO HEIGHT -    47.617 (meters)      156.22  (feet) ADJUSTED
 BD1871  ______________________________________________________________________
 BD1871  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 BD1871  DYNAMIC HEIGHT  -         47.554 (meters)      156.02  (feet) COMP
 BD1871  MODELED GRAVITY -    979,320.0   (mgal)                       NAVD 88
 BD1871
 BD1871  VERT ORDER      -  SECOND    CLASS I
 BD1871
 BD1871.The horizontal coordinates were scaled from a map and have
 BD1871.an estimated accuracy of +/- 6 seconds.
 BD1871
 BD1871.The orthometric height was determined by differential leveling and
 BD1871.adjusted by the NATIONAL GEODETIC SURVEY
 BD1871.in June 1991.
 BD1871
 BD1871.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD1871.GEOID18 height accuracy estimate available here.
 BD1871
 BD1871.Click photographs - Photos may exist for this station.
 BD1871
 BD1871.The dynamic height is computed by dividing the NAVD 88
 BD1871.geopotential number by the normal gravity value computed on the
 BD1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1871.degrees latitude (g = 980.6199 gals.).
 BD1871
 BD1871.The modeled gravity was interpolated from observed gravity values.
 BD1871
 BD1871;                    North         East    Units  Estimated Accuracy
 BD1871;SPC FL N     -   136,680.      799,810.      MT  (+/- 180 meters Scaled)
 BD1871
 BD1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP629436(NAD 83)
 BD1871
 BD1871                          SUPERSEDED SURVEY CONTROL
 BD1871
 BD1871  NGVD 29 (09/01/92)   47.882  (m)          157.09   (f) ADJUSTED    2 1
 BD1871
 BD1871.Superseded values are not recommended for survey control.
 BD1871
 BD1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1871.See file dsdata.pdf to determine how the superseded data were derived.
 BD1871
 BD1871_MARKER: DD = SURVEY DISK
 BD1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1871_STAMPING: 2 1976
 BD1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1871+STABILITY: SURFACE MOTION
 BD1871
 BD1871  HISTORY     - Date     Condition        Report By
 BD1871  HISTORY     - 1976     MONUMENTED       FLDNR
 BD1871  HISTORY     - 1976     GOOD             NGS
 BD1871
 BD1871                          STATION DESCRIPTION
 BD1871
 BD1871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BD1871'1.0 MI NE FROM OLUSTEE.
 BD1871'FROM THE POST OFFICE AT OLUSTEE, PROCEED NORTH ON S-231 ABOUT 0.5
 BD1871'MILES TO NATIONAL FOREST ROAD 732.  THENCE NORTHEAST ALONG NATIONAL
 BD1871'FOREST ROAD 0.3 MILES TO NATIONAL FOREST ROAD 726.  THENCE NORTH ALONG
 BD1871'NATIONAL FOREST ROAD 726 ABOUT 0.2 MILES TO A Y INTERSECTION. THENCE
 BD1871'0.1 MILES NORTHWARD ALONG THE DIRT ROAD TOWARD THE LAKE.  THE BENCH
 BD1871'MARK IS SET FLUSH IN A 9 1/2-INCH CONCRETE POST, 16 FEET SOUTHWEST OF
 BD1871'THE CENTERLINE OF THE DIRT ROAD, 27 FEET SOUTHEAST OF A LARGE PINE
 BD1871'TREE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8334 ***********************************************************************
 AD8334  DESIGNATION -  2 DOGS
 AD8334  PID         -  AD8334
 AD8334  STATE/COUNTY-  FL/PALM BEACH
 AD8334  COUNTRY     -  US
 AD8334  USGS QUAD   -  LOXAHATCHEE SE (2018)
 AD8334
 AD8334                         *CURRENT SURVEY CONTROL
 AD8334  ______________________________________________________________________
 AD8334* NAD 83(2011) POSITION- 26 36 01.64138(N) 080 15 16.38175(W)   ADJUSTED
 AD8334* NAD 83(2011) ELLIP HT-   -20.732 (meters)        (06/27/12)   ADJUSTED
 AD8334* NAD 83(2011) EPOCH   -  2010.00
 AD8334* NAVD 88 ORTHO HEIGHT -     5.0   (meters)       16.    (feet) VERTCON3
 AD8334  ______________________________________________________________________
 AD8334  GEOID HEIGHT    -        -25.640 (meters)                     GEOID18
 AD8334  NAD 83(2011) X  -    966,001.804 (meters)                     COMP
 AD8334  NAD 83(2011) Y  - -5,624,475.722 (meters)                     COMP
 AD8334  NAD 83(2011) Z  -  2,838,692.003 (meters)                     COMP
 AD8334  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 AD8334
 AD8334  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8334  Standards:
 AD8334         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8334            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8334  -------------------------------------------------------------------
 AD8334  NETWORK    1.78   3.21           0.70   0.75   1.64      0.18493481
 AD8334  -------------------------------------------------------------------
 AD8334  Click here for local accuracies and other accuracy information.
 AD8334
 AD8334.The horizontal coordinates were established by GPS observations
 AD8334.and adjusted by the National Geodetic Survey in June 2012.
 AD8334
 AD8334.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8334.been affixed to the stable North American tectonic plate. See 
 AD8334.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8334
 AD8334.The horizontal coordinates are valid at the epoch date displayed above
 AD8334.which is a decimal equivalence of Year/Month/Day.
 AD8334
 AD8334.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD8334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD8334
 AD8334.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8334.GEOID18 height accuracy estimate available here.
 AD8334
 AD8334.Click photographs - Photos may exist for this station.
 AD8334
 AD8334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8334
 AD8334.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8334
 AD8334.The ellipsoidal height was determined by GPS observations
 AD8334.and is referenced to NAD 83.
 AD8334
 AD8334. The following values were computed from the NAD 83(2011) position.
 AD8334
 AD8334;                    North         East     Units Scale Factor Converg.
 AD8334;SPC FL E     -   251,353.294   274,246.100   MT  1.00000921   +0 20 01.7
 AD8334;SPC FL E     -   824,648.27    899,755.75   sFT  1.00000921   +0 20 01.7
 AD8334;UTM  17      - 2,942,399.515   574,220.768   MT  0.99966801   +0 20 01.7
 AD8334
 AD8334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8334!SPC FL E     -   1.00000326  x   1.00000921  =   1.00001247
 AD8334!UTM  17      -   1.00000326  x   0.99966801  =   0.99967127
 AD8334
 AD8334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7422042399(NAD 83)
 AD8334
 AD8334                          SUPERSEDED SURVEY CONTROL
 AD8334
 AD8334  NAD 83(2007)-  26 36 01.64152(N)    080 15 16.38235(W) AD(2002.00) 0
 AD8334  ELLIP H (02/10/07)  -20.711  (m)                       GP(2002.00)    
 AD8334  NAD 83(1999)-  26 36 01.64179(N)    080 15 16.38206(W) AD(       ) 1
 AD8334  ELLIP H (07/06/01)  -20.711  (m)                       GP(       ) 4 2
 AD8334  NAD 83(1990)-  26 36 01.64066(N)    080 15 16.38061(W) AD(       ) 1
 AD8334  ELLIP H (08/13/93)  -20.708  (m)                       GP(       ) 4 1
 AD8334  NAD 83(1990)-  26 36 01.64057(N)    080 15 16.38082(W) AD(       ) 1
 AD8334  ELLIP H (03/31/93)  -20.702  (m)                       GP(       ) 4 1
 AD8334  NGVD 29 (03/31/93)    5.4    (m)  GEOID90  model used  GPS OBS        
 AD8334
 AD8334.Superseded values are not recommended for survey control.
 AD8334
 AD8334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8334.See file dsdata.pdf to determine how the superseded data were derived.
 AD8334
 AD8334_MARKER: DD = SURVEY DISK
 AD8334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8334_STAMPING: 2 DOGS
 AD8334_MARK LOGO: FL-099
 AD8334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8334+STABILITY: SURFACE MOTION
 AD8334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8334+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 AD8334
 AD8334  HISTORY     - Date     Condition        Report By
 AD8334  HISTORY     - UNK      MONUMENTED       FL-099
 AD8334  HISTORY     - 19910810 GOOD             ADRGS
 AD8334  HISTORY     - 20030304 GOOD             USPSQD
 AD8334  HISTORY     - 20040419 GOOD             USPSQD
 AD8334
 AD8334                          STATION DESCRIPTION
 AD8334
 AD8334'DESCRIBED BY ADR GEODETIC SERVICES 1991
 AD8334'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE
 AD8334'441) AND LANTANA ROAD (STATE ROUTE 812), GO NORTH ON STATE ROUTE 7
 AD8334'FOR 1.3 MI (2.09 KM) TO 50TH STREET SOUTH, ALSO KNOWN HOMELAND ROAD.
 AD8334'TURN LEFT AND GO WEST ON 50TH STREET SOUTH FOR 3.0 MI (4.83 KM) TO
 AD8334'130TH AVENUE SOUTH. TURN LEFT AND GO SOUTH ON 130TH AVENUE SOUTH FOR
 AD8334'0.5 MI (0.80 KM) TO THE STATION ON THE LEFT, 2 FEET WEST OF THE EAST
 AD8334'EDGE OF 130TH AVENUE SOUTH AND 85 FEET NORTH OF THE CENTERLINE OF
 AD8334'55TH STREET SOUTH.
 AD8334'THE STATION IS NORTHEAST 108.03 FT (32.93 M) FROM THE BASE OF A STOP
 AD8334'SIGN, NORTHEAST 51.83 FT (15.80 M) FROM THE CENTER TOP END OF A 36
 AD8334'INCH CORRUGATED METAL PIPE, AND EAST 24.85 FT (7.57 M) TO A REBAR SET
 AD8334'FLUSH WITH THE GROUND 1 FOOT WEST OF THE WEST EDGE OF 130TH AVENUE
 AD8334'SOUTH.
 AD8334
 AD8334                          STATION RECOVERY (2003)
 AD8334
 AD8334'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD8334'MARK IS 6 INCHES BELOW GRADE
 AD8334
 AD8334                          STATION RECOVERY (2004)
 AD8334
 AD8334'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8334'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6273 ***********************************************************************
 AD6273  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6273  DESIGNATION -  2 FLDT
 AD6273  PID         -  AD6273
 AD6273  STATE/COUNTY-  FL/PALM BEACH
 AD6273  COUNTRY     -  US
 AD6273  USGS QUAD   -  ROOD (2018)
 AD6273
 AD6273                         *CURRENT SURVEY CONTROL
 AD6273  ______________________________________________________________________
 AD6273* NAD 83(1986) POSITION- 26 56 05.     (N) 080 08 26.     (W)   SCALED
 AD6273* NAVD 88 ORTHO HEIGHT -     6.469 (meters)       21.22  (feet) ADJUSTED
 AD6273  ______________________________________________________________________
 AD6273  GEOID HEIGHT    -        -27.164 (meters)                     GEOID18
 AD6273  DYNAMIC HEIGHT  -          6.459 (meters)       21.19  (feet) COMP
 AD6273  MODELED GRAVITY -    979,098.1   (mgal)                       NAVD 88
 AD6273
 AD6273  VERT ORDER      -  SECOND    CLASS I
 AD6273
 AD6273.The horizontal coordinates were scaled from a map and have
 AD6273.an estimated accuracy of +/- 6 seconds.
 AD6273
 AD6273.The orthometric height was determined by differential leveling and
 AD6273.adjusted by the NATIONAL GEODETIC SURVEY
 AD6273.in June 1991.
 AD6273
 AD6273.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6273.GEOID18 height accuracy estimate available here.
 AD6273
 AD6273.This Tidal Bench Mark is designated as VM 5568
 AD6273.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6273
 AD6273.Click photographs - Photos may exist for this station.
 AD6273
 AD6273.The dynamic height is computed by dividing the NAVD 88
 AD6273.geopotential number by the normal gravity value computed on the
 AD6273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6273.degrees latitude (g = 980.6199 gals.).
 AD6273
 AD6273.The modeled gravity was interpolated from observed gravity values.
 AD6273
 AD6273;                    North         East    Units  Estimated Accuracy
 AD6273;SPC FL E     -   288,460.      285,350.      MT  (+/- 180 meters Scaled)
 AD6273
 AD6273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK853794(NAD 83)
 AD6273
 AD6273                          SUPERSEDED SURVEY CONTROL
 AD6273
 AD6273  NGVD 29 (09/01/92)    6.930  (m)           22.74   (f) ADJUSTED    2 1
 AD6273
 AD6273.Superseded values are not recommended for survey control.
 AD6273
 AD6273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6273.See file dsdata.pdf to determine how the superseded data were derived.
 AD6273
 AD6273_MARKER: DD = SURVEY DISK
 AD6273_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6273_SP_SET: CONCRETE BRIDGE ABUTMENT
 AD6273_STAMPING: 2
 AD6273_MARK LOGO: FLDT
 AD6273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6273+STABILITY: SURFACE MOTION
 AD6273
 AD6273  HISTORY     - Date     Condition        Report By
 AD6273  HISTORY     - UNK      MONUMENTED       FLDT
 AD6273  HISTORY     - 1981     GOOD             FLDNR
 AD6273  HISTORY     - 1988     GOOD             USPSQD
 AD6273  HISTORY     - 20020212 MARK NOT FOUND   USPSQD
 AD6273  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AD6273  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AD6273
 AD6273                          STATION DESCRIPTION
 AD6273
 AD6273'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6273'2.9 MI WEST FROM JUPITER.
 AD6273'BEGIN AT THE F.E.C. RAILROAD CROSSING WITH S.R. 706 IN JUPITER. GO 2.9
 AD6273'MILES WEST ON S.R. 706 TO THE BRIDGE OVER THE CANAL, AND THE MARK.
 AD6273'THE MARK IS SET IN THE NORTHWEST CORNER OF THE BRIDGE, AND IS 1.5 FEET
 AD6273'SOUTH OF THE END OF THE ABUTMENT WINGWALL.
 AD6273
 AD6273                          STATION RECOVERY (1988)
 AD6273
 AD6273'RECOVERY NOTE BY US POWER SQUADRON 1988 (RGD)
 AD6273'RECOVERED IN GOOD CONDITION.
 AD6273
 AD6273                          STATION RECOVERY (2002)
 AD6273
 AD6273'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6273'THE WINGWALL HAS BEEN REMOVED.
 AD6273
 AD6273                          STATION RECOVERY (2003)
 AD6273
 AD6273'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6273'MARK NOT FOUND.
 AD6273
 AD6273                          STATION RECOVERY (2004)
 AD6273
 AD6273'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6273'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2946 ***********************************************************************
 AD2946  DESIGNATION -  2 JUPITER
 AD2946  PID         -  AD2946
 AD2946  STATE/COUNTY-  FL/PALM BEACH
 AD2946  COUNTRY     -  US
 AD2946  USGS QUAD   -  JUPITER (2018)
 AD2946
 AD2946                         *CURRENT SURVEY CONTROL
 AD2946  ______________________________________________________________________
 AD2946* NAD 83(1986) POSITION- 26 55 52.     (N) 080 04 09.     (W)   SCALED
 AD2946* NAVD 88 ORTHO HEIGHT -     2.387 (meters)        7.83  (feet) ADJUSTED
 AD2946  ______________________________________________________________________
 AD2946  GEOID HEIGHT    -        -27.449 (meters)                     GEOID18
 AD2946  DYNAMIC HEIGHT  -          2.383 (meters)        7.82  (feet) COMP
 AD2946  MODELED GRAVITY -    979,094.6   (mgal)                       NAVD 88
 AD2946
 AD2946  VERT ORDER      -  SECOND    CLASS 0
 AD2946
 AD2946.The horizontal coordinates were scaled from a map and have
 AD2946.an estimated accuracy of +/- 6 seconds.
 AD2946
 AD2946.The orthometric height was determined by differential leveling and
 AD2946.adjusted by the NATIONAL GEODETIC SURVEY
 AD2946.in June 1991.
 AD2946
 AD2946.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2946.GEOID18 height accuracy estimate available here.
 AD2946
 AD2946.Click photographs - Photos may exist for this station.
 AD2946
 AD2946.The dynamic height is computed by dividing the NAVD 88
 AD2946.geopotential number by the normal gravity value computed on the
 AD2946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2946.degrees latitude (g = 980.6199 gals.).
 AD2946
 AD2946.The modeled gravity was interpolated from observed gravity values.
 AD2946
 AD2946;                    North         East    Units  Estimated Accuracy
 AD2946;SPC FL E     -   288,110.      292,440.      MT  (+/- 180 meters Scaled)
 AD2946
 AD2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK924791(NAD 83)
 AD2946
 AD2946                          SUPERSEDED SURVEY CONTROL
 AD2946
 AD2946  NGVD 29 (??/??/92)    2.849  (m)            9.35   (f) ADJ UNCH    2 0
 AD2946
 AD2946.Superseded values are not recommended for survey control.
 AD2946
 AD2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2946.See file dsdata.pdf to determine how the superseded data were derived.
 AD2946
 AD2946_MARKER: DD = SURVEY DISK
 AD2946_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2946_SP_SET: GUARDRAIL
 AD2946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2946
 AD2946  HISTORY     - Date     Condition        Report By
 AD2946  HISTORY     - UNK      MONUMENTED       FL-099
 AD2946  HISTORY     - 1970     GOOD             NGS
 AD2946  HISTORY     - 1972     GOOD             NGS
 AD2946  HISTORY     - 20020130 MARK NOT FOUND   USPSQD
 AD2946  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 AD2946  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD2946  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD2946
 AD2946                          STATION DESCRIPTION
 AD2946
 AD2946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2946'1.4 MI SE FROM JUPITER.
 AD2946'ABOUT 1.35 MILES SOUTHEAST ALONG STATE HIGHWAY A 1 A FROM THE
 AD2946'JUNCTION OF U.S. HIGHWAY 1 AT JUPITER, ABOUT 0.1 MILE SOUTH OF
 AD2946'THE JUNCTION OF THE MAIN ENTRANCE DRIVE LEADING EAST TO A PARK
 AD2946'ON THE BEACH, SET ON THE TOP OF THE NORTH END OF THE WEST CONCRETE
 AD2946'GUARD RAIL FOR A 15 FOOT CONCRETE BRIDGE OVER A DRAINAGE CANAL,
 AD2946'IN SECTION 5, R 43 E, T 41 S, 17 1/2 FEET WEST OF THE CENTER LINE
 AD2946'OF THE HIGHWAY, 1.4 FEET SOUTH OF THE NORTH END OF THE GUARDRAIL
 AD2946'AND 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AD2946
 AD2946                          STATION RECOVERY (1972)
 AD2946
 AD2946'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AD2946'RECOVERED IN GOOD CONDITION.
 AD2946
 AD2946                          STATION RECOVERY (2002)
 AD2946
 AD2946'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2946'THE BRIDGE HAS BEEN COMPLETELY REBUILT.
 AD2946
 AD2946                          STATION RECOVERY (2003)
 AD2946
 AD2946'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2946'MARK NOT FOUND.
 AD2946
 AD2946                          STATION RECOVERY (2004)
 AD2946
 AD2946'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD2946'MARK NOT FOUND.
 AD2946
 AD2946                          STATION RECOVERY (2005)
 AD2946
 AD2946'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD2946'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1718 ***********************************************************************
 AG1718  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1718  DESIGNATION -  2 PINE
 AG1718  PID         -  AG1718
 AG1718  STATE/COUNTY-  FL/LEE
 AG1718  COUNTRY     -  US
 AG1718  USGS QUAD   -  BOKEELIA (2018)
 AG1718
 AG1718                         *CURRENT SURVEY CONTROL
 AG1718  ______________________________________________________________________
 AG1718* NAD 83(1986) POSITION- 26 39 41.     (N) 082 09 17.     (W)   SCALED
 AG1718* NAVD 88 ORTHO HEIGHT -     0.477 (meters)        1.57  (feet) ADJUSTED
 AG1718  ______________________________________________________________________
 AG1718  GEOID HEIGHT    -        -23.705 (meters)                     GEOID18
 AG1718  DYNAMIC HEIGHT  -          0.477 (meters)        1.57  (feet) COMP
 AG1718  MODELED GRAVITY -    979,096.4   (mgal)                       NAVD 88
 AG1718
 AG1718  VERT ORDER      -  FIRST     CLASS I
 AG1718
 AG1718.The horizontal coordinates were scaled from a map and have
 AG1718.an estimated accuracy of +/- 6 seconds.
 AG1718
 AG1718.The orthometric height was determined by differential leveling and
 AG1718.adjusted by the NATIONAL GEODETIC SURVEY
 AG1718.in June 1991.
 AG1718
 AG1718.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1718.GEOID18 height accuracy estimate available here.
 AG1718
 AG1718.This Tidal Bench Mark is designated as VM 10616
 AG1718.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1718
 AG1718.Click photographs - Photos may exist for this station.
 AG1718
 AG1718.The dynamic height is computed by dividing the NAVD 88
 AG1718.geopotential number by the normal gravity value computed on the
 AG1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1718.degrees latitude (g = 980.6199 gals.).
 AG1718
 AG1718.The modeled gravity was interpolated from observed gravity values.
 AG1718
 AG1718;                    North         East    Units  Estimated Accuracy
 AG1718;SPC FL W     -   257,900.      184,600.      MT  (+/- 180 meters Scaled)
 AG1718
 AG1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK850494(NAD 83)
 AG1718
 AG1718                          SUPERSEDED SURVEY CONTROL
 AG1718
 AG1718  NGVD 29 (09/01/92)    0.839  (m)            2.75   (f) ADJUSTED    1 1
 AG1718  NGVD 29 (??/??/87)    0.840  (m)            2.76   (f) SUPERSEDED  1 1
 AG1718
 AG1718.Superseded values are not recommended for survey control.
 AG1718
 AG1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1718.See file dsdata.pdf to determine how the superseded data were derived.
 AG1718
 AG1718_MARKER: DB = BENCH MARK DISK
 AG1718_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG1718_SP_SET: SEAWALL
 AG1718_STAMPING: BM 2 PINE 1959
 AG1718_MARK LOGO: CGS
 AG1718_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1718+STABILITY: SURFACE MOTION
 AG1718
 AG1718  HISTORY     - Date     Condition        Report By
 AG1718  HISTORY     - 1959     MONUMENTED       CGS
 AG1718  HISTORY     - 1965     GOOD             CGS
 AG1718  HISTORY     - 1974     GOOD             NGS
 AG1718  HISTORY     - 1984     GOOD             FLDNR
 AG1718  HISTORY     - 19890714 GOOD             FLDNR
 AG1718  HISTORY     - 20081115 MARK NOT FOUND   FLDEP
 AG1718
 AG1718                          STATION DESCRIPTION
 AG1718
 AG1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1718'AT PINELAND.
 AG1718'AT PINELAND, ABOUT 0.6 MILE NORTHWEST ALONG A SAND ROAD FROM
 AG1718'THE POST OFFICE, IN SECTION 7, R 22 E, T 44 S, ON PROPERTY
 AG1718'PRESENTLY OWNED BY MR. A.M. HEITER, SET IN THE TOP OF THE
 AG1718'SEA WALL ALONG THE WEST SIDE OF THE LAWN, 105 YARDS NORTH
 AG1718'AND NORTHWEST ALONG THE SEA WALL FROM THE EAST END OF THE FISHING
 AG1718'PIER, ABOUT 120 YARDS WEST OF THE NORTHWEST CORNER OF THE
 AG1718'HOUSE, 15.5 FEET SOUTHEAST OF A BOAT CLEAT AND LEVEL WITH THE
 AG1718'TOP OF THE SEA WALL.
 AG1718
 AG1718                          STATION RECOVERY (1974)
 AG1718
 AG1718'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1718'RECOVERED IN GOOD CONDITION.
 AG1718
 AG1718                          STATION RECOVERY (1984)
 AG1718
 AG1718'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1718'RECOVERED IN GOOD CONDITION EXCEPT THE HEITER PROPERTY IS NOW AN
 AG1718'EPISCOPALIAN CLOISTER.
 AG1718
 AG1718                          STATION RECOVERY (1989)
 AG1718
 AG1718'RECOVERY NOTE BY FL DEPT OF NAT RES 1989
 AG1718'RECOVERED IN GOOD CONDITION.
 AG1718
 AG1718                          STATION RECOVERY (2008)
 AG1718
 AG1718'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG1718'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 AG1718'MARK, 2.0 FT (0.6 M) HIGH CONCRETE WALL WAS ON TOP OF THE SEA WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ6811 ***********************************************************************
 AJ6811  DESIGNATION -  2 REL
 AJ6811  PID         -  AJ6811
 AJ6811  STATE/COUNTY-  FL/LEON
 AJ6811  COUNTRY     -  US
 AJ6811  USGS QUAD   -  CALVARY (2017)
 AJ6811
 AJ6811                         *CURRENT SURVEY CONTROL
 AJ6811  ______________________________________________________________________
 AJ6811* NAD 83(1986) POSITION- 30 37 46.94   (N) 084 17 22.96   (W)   HD_HELD1
 AJ6811* NAVD 88 ORTHO HEIGHT -    38.549 (meters)      126.47  (feet) ADJUSTED
 AJ6811  ______________________________________________________________________
 AJ6811  GEOID HEIGHT    -        -27.758 (meters)                     GEOID18
 AJ6811  DYNAMIC HEIGHT  -         38.499 (meters)      126.31  (feet) COMP
 AJ6811  MODELED GRAVITY -    979,348.4   (mgal)                       NAVD 88
 AJ6811
 AJ6811  VERT ORDER      -  SECOND    CLASS I
 AJ6811
 AJ6811.The horizontal coordinates were determined by differentially corrected
 AJ6811.hand held GPS observations or other comparable positioning techniques
 AJ6811.and have an estimated accuracy of +/- 3 meters.
 AJ6811
 AJ6811.The orthometric height was determined by differential leveling and
 AJ6811.adjusted by the NATIONAL GEODETIC SURVEY
 AJ6811.in May 2004.
 AJ6811
 AJ6811.No vertical observational check was made to the station.
 AJ6811
 AJ6811.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6811.GEOID18 height accuracy estimate available here.
 AJ6811
 AJ6811.Click photographs - Photos may exist for this station.
 AJ6811
 AJ6811.The dynamic height is computed by dividing the NAVD 88
 AJ6811.geopotential number by the normal gravity value computed on the
 AJ6811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6811.degrees latitude (g = 980.6199 gals.).
 AJ6811
 AJ6811.The modeled gravity was interpolated from observed gravity values.
 AJ6811
 AJ6811;                    North         East    Units  Estimated Accuracy
 AJ6811;SPC FL N     -   180,670.5     620,160.3     MT  (+/- 3 meters HH1 GPS) 
 AJ6811
 AJ6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5978191697(NAD 83)
 AJ6811
 AJ6811                          SUPERSEDED SURVEY CONTROL
 AJ6811
 AJ6811.No superseded survey control is available for this station.
 AJ6811
 AJ6811_MARKER: DB = BENCH MARK DISK
 AJ6811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6811_STAMPING: REL 2 TT 1954 127
 AJ6811_MARK LOGO: USGS
 AJ6811_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ6811_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ6811+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1998
 AJ6811
 AJ6811  HISTORY     - Date     Condition        Report By
 AJ6811  HISTORY     - 1954     MONUMENTED       USGS
 AJ6811  HISTORY     - 19980512 GOOD             FLDEP
 AJ6811
 AJ6811                          STATION DESCRIPTION
 AJ6811
 AJ6811'DESCRIBED BY FL DEPT OF ENV PRO 1998
 AJ6811'THE MARK IS ABOUT 6.6 MI (10.6 KM) NORTHWEST OF BRADFORDVILLE, IN
 AJ6811'SECTION 25, TOWNSHIP 3 NORTH, RANGE 1 WEST. TO REACH THE MARK FROM THE
 AJ6811'INTERSECTION OF U.S. HIGHWAY 319 (THOMASVILLE ROAD) AND BANNERMAN ROAD
 AJ6811'(COUNTY ROAD 0342 WEST) IN BRADFORDVILLE, GO NORTHWEST ON BANNERMAN
 AJ6811'ROAD (COUNTY ROAD 0342 WEST) FOR 4.5 MI (7.2 KM) TO THE T-JUNCTION
 AJ6811'MERIDIAN ROAD (COUNTY ROAD 0155), TURN RIGHT ON MERIDIAN ROAD (COUNTY
 AJ6811'ROAD 0155) AND GO NORTHWEST FOR 3.4 MI (5.5 KM) TO THE MARK ON THE
 AJ6811'LEFT, SET IN THE TOP OF A ROUND 0.7 FT (21.3 CM) CONCRETE MOUNUMENT,
 AJ6811'PROJECTING 0.3 FT (9.1 CM) ABOVE THE LEVEL OF THE GROUND AND ABOUT 0.5
 AJ6811'FT (15.2 CM) ABOVE THE LEVEL OF MERIDIAN ROAD (COUNTY ROAD 0155).
 AJ6811'LOCATED 149.8 FT (45.7 M) NORTHEAST OF A FENCE CORNER, 69.8 FT (21.3
 AJ6811'M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY TO H.E.
 AJ6811'GAINEY ROUTE 1 BOX 191, 42.2 FT (12.9 M) WEST-NORTHWEST OF THE
 AJ6811'APPROXIMATE CENTERLINE OF MERIDIAN ROAD (COUNTY ROAD 0155), 14.2 FT
 AJ6811'(4.3 M) NORTHWEST OF POWERPOLE NUMBER TEC P3 129 WITH TWO GUY WIRES
 AJ6811'AND 0.7 FT (21.3 CM) SOUTHEAST OF A METAL WITNESS POST. AS DESCRIBED
 AJ6811'BY RLM, 02/02/1995.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9838 ***********************************************************************
 AC9838  DESIGNATION -  2 RJN
 AC9838  PID         -  AC9838
 AC9838  STATE/COUNTY-  FL/PUTNAM
 AC9838  COUNTRY     -  US
 AC9838  USGS QUAD   -  WELAKA (2018)
 AC9838
 AC9838                         *CURRENT SURVEY CONTROL
 AC9838  ______________________________________________________________________
 AC9838* NAD 83(1986) POSITION- 29 23 06.     (N) 081 44 10.     (W)   SCALED
 AC9838* NAVD 88 ORTHO HEIGHT -    10.873 (meters)       35.67  (feet) ADJUSTED
 AC9838  ______________________________________________________________________
 AC9838  GEOID HEIGHT    -        -28.315 (meters)                     GEOID18
 AC9838  DYNAMIC HEIGHT  -         10.858 (meters)       35.62  (feet) COMP
 AC9838  MODELED GRAVITY -    979,263.1   (mgal)                       NAVD 88
 AC9838
 AC9838  VERT ORDER      -  FIRST     CLASS II
 AC9838
 AC9838.The horizontal coordinates were scaled from a map and have
 AC9838.an estimated accuracy of +/- 6 seconds.
 AC9838
 AC9838.The orthometric height was determined by differential leveling and
 AC9838.adjusted by the NATIONAL GEODETIC SURVEY
 AC9838.in September 1997.
 AC9838
 AC9838.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9838.GEOID18 height accuracy estimate available here.
 AC9838
 AC9838.Click photographs - Photos may exist for this station.
 AC9838
 AC9838.The dynamic height is computed by dividing the NAVD 88
 AC9838.geopotential number by the normal gravity value computed on the
 AC9838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9838.degrees latitude (g = 980.6199 gals.).
 AC9838
 AC9838.The modeled gravity was interpolated from observed gravity values.
 AC9838
 AC9838;                    North         East    Units  Estimated Accuracy
 AC9838;SPC FL E     -   559,930.      128,550.      MT  (+/- 180 meters Scaled)
 AC9838
 AC9838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN285508(NAD 83)
 AC9838
 AC9838                          SUPERSEDED SURVEY CONTROL
 AC9838
 AC9838.No superseded survey control is available for this station.
 AC9838
 AC9838_MARKER: DD = SURVEY DISK
 AC9838_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9838_SP_SET: CULVERT HEADWALL
 AC9838_STAMPING: 2 RJN 1967 37
 AC9838_MARK LOGO: USGS
 AC9838_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9838+STABILITY: SURFACE MOTION
 AC9838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9838+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AC9838
 AC9838  HISTORY     - Date     Condition        Report By
 AC9838  HISTORY     - 1967     MONUMENTED       USGS
 AC9838  HISTORY     - 19960814 GOOD             FLDEP
 AC9838  HISTORY     - 20040628 GOOD             FLDEP
 AC9838
 AC9838                          STATION DESCRIPTION
 AC9838
 AC9838'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9838'THE MARK IS ABOUT 20.4 MI (32.8 KM) SOUTHWEST OF PALATKA, 1.75 MI
 AC9838'(2.82 KM) NORTH OF SALT SPRINGS IN SECTION 7, TOWNSHIP 13 SOUTH, RANGE
 AC9838'26 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 19 AND
 AC9838'COUNTY ROAD 316 ON THE NORTH SIDE OF SALT SPRINGS, GO NORTH ON STATE
 AC9838'ROAD 19 FOR 1.75 MI (2.82 KM) TO THE MARK ON THE LEFT, SET IN THE TOP
 AC9838'OF THE SOUTHWEST END OF THE CONCRETE CULVERT HEADWALL ABOUT 1.0 FT
 AC9838'(0.3 M) BELOW THE LEVEL OF STATE ROAD 19. LOCATED 28.0 FT (8.5 M) WEST
 AC9838'OF THE APPROXIMATE CENTERLINE OF STATE ROAD 19, 11.8 FT (3.6 M) SOUTH
 AC9838'OF THE NORTH END OF THE HEADWALL AND 1.0 FT (0.3 M) NORTH OF A
 AC9838'CARSONITE WITNESS POST.
 AC9838
 AC9838                          STATION RECOVERY (2004)
 AC9838
 AC9838'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9838'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5843 ***********************************************************************
 AD5843  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5843  DESIGNATION -  2 RM 1 B CO
 AD5843  PID         -  AD5843
 AD5843  STATE/COUNTY-  FL/BROWARD
 AD5843  COUNTRY     -  US
 AD5843  USGS QUAD   -  BOCA RATON (2018)
 AD5843
 AD5843                         *CURRENT SURVEY CONTROL
 AD5843  ______________________________________________________________________
 AD5843* NAD 83(1986) POSITION- 26 18 58.     (N) 080 04 32.     (W)   SCALED
 AD5843* NAVD 88 ORTHO HEIGHT -     4.330 (meters)       14.21  (feet) ADJUSTED
 AD5843  ______________________________________________________________________
 AD5843  GEOID HEIGHT    -        -25.999 (meters)                     GEOID18
 AD5843  DYNAMIC HEIGHT  -          4.323 (meters)       14.18  (feet) COMP
 AD5843  MODELED GRAVITY -    979,077.9   (mgal)                       NAVD 88
 AD5843
 AD5843  VERT ORDER      -  SECOND    CLASS I
 AD5843
 AD5843.The horizontal coordinates were scaled from a map and have
 AD5843.an estimated accuracy of +/- 6 seconds.
 AD5843
 AD5843.The orthometric height was determined by differential leveling and
 AD5843.adjusted by the NATIONAL GEODETIC SURVEY
 AD5843.in June 1991.
 AD5843
 AD5843.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5843.GEOID18 height accuracy estimate available here.
 AD5843
 AD5843.This Tidal Bench Mark is designated as VM 15822
 AD5843.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5843
 AD5843.Click photographs - Photos may exist for this station.
 AD5843
 AD5843.The dynamic height is computed by dividing the NAVD 88
 AD5843.geopotential number by the normal gravity value computed on the
 AD5843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5843.degrees latitude (g = 980.6199 gals.).
 AD5843
 AD5843.The modeled gravity was interpolated from observed gravity values.
 AD5843
 AD5843;                    North         East    Units  Estimated Accuracy
 AD5843;SPC FL E     -   219,970.      292,300.      MT  (+/- 180 meters Scaled)
 AD5843
 AD5843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK922110(NAD 83)
 AD5843
 AD5843                          SUPERSEDED SURVEY CONTROL
 AD5843
 AD5843  NGVD 29 (09/01/92)    4.812  (m)           15.79   (f) ADJUSTED    2 1
 AD5843
 AD5843.Superseded values are not recommended for survey control.
 AD5843
 AD5843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5843.See file dsdata.pdf to determine how the superseded data were derived.
 AD5843
 AD5843_MARKER: DR = REFERENCE MARK DISK
 AD5843_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5843_SP_SET: CONCRETE PIER
 AD5843_STAMPING: 1
 AD5843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5843
 AD5843  HISTORY     - Date     Condition        Report By
 AD5843  HISTORY     - UNK      MONUMENTED       FL-011
 AD5843  HISTORY     - 1981     GOOD             FLDNR
 AD5843  HISTORY     - 1989     GOOD             USPSQD
 AD5843  HISTORY     - 1989     GOOD             USPSQD
 AD5843  HISTORY     - 1990     GOOD             USPSQD
 AD5843  HISTORY     - 1990     GOOD             USPSQD
 AD5843  HISTORY     - 20020212 MARK NOT FOUND   USPSQD
 AD5843  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5843  HISTORY     - 20110203 MARK NOT FOUND   GEOCAC
 AD5843
 AD5843                          STATION DESCRIPTION
 AD5843
 AD5843'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5843'IN DEERFIELD BEACH.
 AD5843'BEGIN AT THE INTERSECTION OF HILLSBORO BEACH BOULEVARD AND STATE ROAD
 AD5843'A1A IN DEERFIELD BEACH, GO 0.25 MILE NORTH ON A1A TO THE DEERFIELD
 AD5843'BEACH PIER AND THE MARK.  THE MARK BEARS 105 FEET EAST OF THE WEST END
 AD5843'OF THE CONCRETE PIER FLOOR, 41.5 FEET EAST OF THE EAST WALL OF THE
 AD5843'BAIT HOUSE AND 0.3 FOOT SOUTH OF THE NORTH EDGE OF THE PIER.
 AD5843
 AD5843                          STATION RECOVERY (1989)
 AD5843
 AD5843'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5843'RECOVERED IN GOOD CONDITION.
 AD5843
 AD5843                          STATION RECOVERY (1989)
 AD5843
 AD5843'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5843'RECOVERED IN GOOD CONDITION.
 AD5843
 AD5843                          STATION RECOVERY (1990)
 AD5843
 AD5843'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5843'RECOVERED IN GOOD CONDITION.
 AD5843
 AD5843                          STATION RECOVERY (1990)
 AD5843
 AD5843'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5843'RECOVERED IN GOOD CONDITION.
 AD5843
 AD5843                          STATION RECOVERY (2002)
 AD5843
 AD5843'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD5843'MARK NOT FOUND.
 AD5843
 AD5843                          STATION RECOVERY (2004)
 AD5843
 AD5843'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5843'MARK NOT FOUND BECAUSE THERE IS NEW FORMED CONCRETE ON THE DECK.
 AD5843
 AD5843                          STATION RECOVERY (2011)
 AD5843
 AD5843'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD5843'THE CONCRETE PIER FLOOR HAS BEEN COVERED WITH WOODEN PLANKS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5841 ***********************************************************************
 AD5841  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5841  DESIGNATION -  2 RM 2 B CO
 AD5841  PID         -  AD5841
 AD5841  STATE/COUNTY-  FL/BROWARD
 AD5841  COUNTRY     -  US
 AD5841  USGS QUAD   -  BOCA RATON (2018)
 AD5841
 AD5841                         *CURRENT SURVEY CONTROL
 AD5841  ______________________________________________________________________
 AD5841* NAD 83(1986) POSITION- 26 18 58.     (N) 080 04 32.     (W)   SCALED
 AD5841* NAVD 88 ORTHO HEIGHT -     4.246 (meters)       13.93  (feet) ADJUSTED
 AD5841  ______________________________________________________________________
 AD5841  GEOID HEIGHT    -        -25.999 (meters)                     GEOID18
 AD5841  DYNAMIC HEIGHT  -          4.239 (meters)       13.91  (feet) COMP
 AD5841  MODELED GRAVITY -    979,077.9   (mgal)                       NAVD 88
 AD5841
 AD5841  VERT ORDER      -  SECOND    CLASS I
 AD5841
 AD5841.The horizontal coordinates were scaled from a map and have
 AD5841.an estimated accuracy of +/- 6 seconds.
 AD5841
 AD5841.The orthometric height was determined by differential leveling and
 AD5841.adjusted by the NATIONAL GEODETIC SURVEY
 AD5841.in June 1991.
 AD5841
 AD5841.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5841.GEOID18 height accuracy estimate available here.
 AD5841
 AD5841.This Tidal Bench Mark is designated as VM 15823
 AD5841.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5841
 AD5841.Click photographs - Photos may exist for this station.
 AD5841
 AD5841.The dynamic height is computed by dividing the NAVD 88
 AD5841.geopotential number by the normal gravity value computed on the
 AD5841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5841.degrees latitude (g = 980.6199 gals.).
 AD5841
 AD5841.The modeled gravity was interpolated from observed gravity values.
 AD5841
 AD5841;                    North         East    Units  Estimated Accuracy
 AD5841;SPC FL E     -   219,970.      292,300.      MT  (+/- 180 meters Scaled)
 AD5841
 AD5841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK922110(NAD 83)
 AD5841
 AD5841                          SUPERSEDED SURVEY CONTROL
 AD5841
 AD5841  NGVD 29 (09/01/92)    4.727  (m)           15.51   (f) ADJUSTED    2 1
 AD5841
 AD5841.Superseded values are not recommended for survey control.
 AD5841
 AD5841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5841.See file dsdata.pdf to determine how the superseded data were derived.
 AD5841
 AD5841_MARKER: DR = REFERENCE MARK DISK
 AD5841_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5841_SP_SET: CONCRETE PIER
 AD5841_STAMPING: 2
 AD5841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5841
 AD5841  HISTORY     - Date     Condition        Report By
 AD5841  HISTORY     - UNK      MONUMENTED       FL-011
 AD5841  HISTORY     - 1981     GOOD             FLDNR
 AD5841  HISTORY     - 1989     GOOD             USPSQD
 AD5841  HISTORY     - 1989     GOOD             USPSQD
 AD5841  HISTORY     - 1990     GOOD             USPSQD
 AD5841  HISTORY     - 1990     GOOD             USPSQD
 AD5841  HISTORY     - 20020212 MARK NOT FOUND   USPSQD
 AD5841  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5841  HISTORY     - 20110203 MARK NOT FOUND   GEOCAC
 AD5841
 AD5841                          STATION DESCRIPTION
 AD5841
 AD5841'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5841'IN DEERFIELD BEACH.
 AD5841'BEGIN AT THE INTERSECTION OF HILLSBORO BEACH BOULEVARD AND STATE ROAD
 AD5841'A1A IN DEERFIELD BEACH, GO 0.25 MILE NORTH ON A1A TO THE DEERFIELD
 AD5841'BEACH PIER AND THE MARK.  THE MARK BEARS 105 FEET EAST OF THE WEST END
 AD5841'OF THE CONCRETE PIER FLOOR, 41.5 FEET EAST OF THE EAST WALL OF THE
 AD5841'BAIT HOUSE, AND 0.3 FOOT NORTH OF THE SOUTH EDGE OF THE PIER.
 AD5841
 AD5841                          STATION RECOVERY (1989)
 AD5841
 AD5841'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5841'RECOVERED IN GOOD CONDITION.
 AD5841
 AD5841                          STATION RECOVERY (1989)
 AD5841
 AD5841'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5841'RECOVERED IN GOOD CONDITION.
 AD5841
 AD5841                          STATION RECOVERY (1990)
 AD5841
 AD5841'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5841'RECOVERED IN GOOD CONDITION.
 AD5841
 AD5841                          STATION RECOVERY (1990)
 AD5841
 AD5841'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5841'RECOVERED IN GOOD CONDITION.
 AD5841
 AD5841                          STATION RECOVERY (2002)
 AD5841
 AD5841'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD5841'MARK NOT FOUND.
 AD5841
 AD5841                          STATION RECOVERY (2004)
 AD5841
 AD5841'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5841'MARK NOT FOUND NEW FORMED CONCRETE ON THE DECK.
 AD5841
 AD5841                          STATION RECOVERY (2011)
 AD5841
 AD5841'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD5841'THE CONCRETE PIER FLOOR HAS BEEN COVERED WITH WOODEN PLANKS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6684 ***********************************************************************
 AG6684  DESIGNATION -  2 ST PETERSBURG
 AG6684  PID         -  AG6684
 AG6684  STATE/COUNTY-  FL/PINELLAS
 AG6684  COUNTRY     -  US
 AG6684  USGS QUAD   -  PORT TAMPA (2018)
 AG6684
 AG6684                         *CURRENT SURVEY CONTROL
 AG6684  ______________________________________________________________________
 AG6684* NAD 83(1986) POSITION- 27 49 13.     (N) 082 36 23.     (W)   SCALED
 AG6684* NAVD 88 ORTHO HEIGHT -     0.838 (meters)        2.75  (feet) ADJUSTED
 AG6684  ______________________________________________________________________
 AG6684  GEOID HEIGHT    -        -24.655 (meters)                     GEOID18
 AG6684  DYNAMIC HEIGHT  -          0.837 (meters)        2.75  (feet) COMP
 AG6684  MODELED GRAVITY -    979,177.2   (mgal)                       NAVD 88
 AG6684
 AG6684  VERT ORDER      -  SECOND    CLASS II
 AG6684
 AG6684.The horizontal coordinates were scaled from a map and have
 AG6684.an estimated accuracy of +/- 6 seconds.
 AG6684
 AG6684.The orthometric height was determined by differential leveling and
 AG6684.adjusted by the NATIONAL GEODETIC SURVEY
 AG6684.in June 1991.
 AG6684
 AG6684.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6684.GEOID18 height accuracy estimate available here.
 AG6684
 AG6684.Click photographs - Photos may exist for this station.
 AG6684
 AG6684.The dynamic height is computed by dividing the NAVD 88
 AG6684.geopotential number by the normal gravity value computed on the
 AG6684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6684.degrees latitude (g = 980.6199 gals.).
 AG6684
 AG6684.The modeled gravity was interpolated from observed gravity values.
 AG6684
 AG6684;                    North         East    Units  Estimated Accuracy
 AG6684;SPC FL W     -   386,440.      140,260.      MT  (+/- 180 meters Scaled)
 AG6684
 AG6684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL417783(NAD 83)
 AG6684
 AG6684                          SUPERSEDED SURVEY CONTROL
 AG6684
 AG6684  NGVD 29 (??/??/92)    1.100  (m)            3.61   (f) ADJ UNCH    2 2
 AG6684
 AG6684.Superseded values are not recommended for survey control.
 AG6684
 AG6684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6684.See file dsdata.pdf to determine how the superseded data were derived.
 AG6684
 AG6684_MARKER: DB = BENCH MARK DISK
 AG6684_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG6684_SP_SET: WALL
 AG6684_STAMPING: NO 2 1975
 AG6684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6684+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2003
 AG6684
 AG6684  HISTORY     - Date     Condition        Report By
 AG6684  HISTORY     - UNK      MONUMENTED       CGS
 AG6684  HISTORY     - 1975     GOOD             FLDT
 AG6684  HISTORY     - 19910521 GOOD             USPSQD
 AG6684  HISTORY     - 19980321 GOOD             USPSQD
 AG6684  HISTORY     - 20030221 GOOD             USPSQD
 AG6684
 AG6684                          STATION DESCRIPTION
 AG6684
 AG6684'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6684'AT ST PETERSBURG.
 AG6684'TO REACH STATION FROM THE INTERSECTION OF U.S. 19 (34TH STREET)
 AG6684'AND 54TH AVE. S. (PINELLAS BAYWAY/A19A), RUN SOUTHERLY ON U.S.
 AG6684'19 FOR 0.7 MILE TO THE T JUNCTION OF PINELLAS POINT DR. (S.R. 687),
 AG6684'TURN LEFT AND RUN EASTERLY ON PINELLAS POINT DR. FOR 0.65 MILE
 AG6684'TO A Y JUNCTION OF S.R. 687 (TO THE NE) AND PINELLAS POINT DR.
 AG6684'(TO THE EAST), CONTINUE EASTERLY AND SOUTHERLY ON PINELLAS POINT
 AG6684'DR. FOR 0.55 MILE TO THE T JUNCTION OF 70TH AVE. S. (PINELLAS POINT
 AG6684'DR.), TURN LEFT AND RUN EASTERLY ON PINELLAS POINT DR. FOR 1.65
 AG6684'MILE TO 4TH STREET S., TURN RIGHT AND RUN SOUTHEASTERLY FOR 0.1
 AG6684'MILE TO BOAT RAMP AT BAY VISTA PARK.  STATION IN THE SOUTH
 AG6684'CONCRETE WALL OF BOAT RAMP, 66.5 FT. EAST OF THE WEST END OF
 AG6684'CONCRETE WALL, 14.0 FT. NW OF THE SE END OF CONCRETE WALL.  SET
 AG6684'IN TOP OF THE CONCRETE WALL.  SECTION 18, T 32S, R 17 E.
 AG6684
 AG6684                          STATION RECOVERY (1991)
 AG6684
 AG6684'RECOVERY NOTE BY US POWER SQUADRON 1991 (ACD)
 AG6684'RECOVERED IN GOOD CONDITION.
 AG6684
 AG6684                          STATION RECOVERY (1998)
 AG6684
 AG6684'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG6684'RECOVERED IN GOOD CONDITION.
 AG6684
 AG6684                          STATION RECOVERY (2003)
 AG6684
 AG6684'RECOVERY NOTE BY US POWER SQUADRON 2003 (DFR)
 AG6684'STATION LOCATED AT BAY VISTA PARK BOAT RAMP AT 4TH STREET AND PINELLAS
 AG6684'POINT DRIVE.  STATION IN CONCRETE RAMP BETWEEN TWO LAUNCH RAMPS
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5154 ***********************************************************************
 AB5154  DESIGNATION -  2 WHC
 AB5154  PID         -  AB5154
 AB5154  STATE/COUNTY-  FL/LAKE
 AB5154  COUNTRY     -  US
 AB5154  USGS QUAD   -  UMATILLA (2018)
 AB5154
 AB5154                         *CURRENT SURVEY CONTROL
 AB5154  ______________________________________________________________________
 AB5154* NAD 83(1986) POSITION- 28 55 48.     (N) 081 41 39.     (W)   SCALED
 AB5154* NAVD 88 ORTHO HEIGHT -    20.661 (meters)       67.79  (feet) ADJUSTED
 AB5154  ______________________________________________________________________
 AB5154  GEOID HEIGHT    -        -27.811 (meters)                     GEOID18
 AB5154  DYNAMIC HEIGHT  -         20.632 (meters)       67.69  (feet) COMP
 AB5154  MODELED GRAVITY -    979,232.6   (mgal)                       NAVD 88
 AB5154
 AB5154  VERT ORDER      -  SECOND    CLASS I
 AB5154
 AB5154.The horizontal coordinates were scaled from a map and have
 AB5154.an estimated accuracy of +/- 6 seconds.
 AB5154
 AB5154.The orthometric height was determined by differential leveling and
 AB5154.adjusted by the NATIONAL GEODETIC SURVEY
 AB5154.in September 1996.
 AB5154
 AB5154.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5154.GEOID18 height accuracy estimate available here.
 AB5154
 AB5154.Click photographs - Photos may exist for this station.
 AB5154
 AB5154.The dynamic height is computed by dividing the NAVD 88
 AB5154.geopotential number by the normal gravity value computed on the
 AB5154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5154.degrees latitude (g = 980.6199 gals.).
 AB5154
 AB5154.The modeled gravity was interpolated from observed gravity values.
 AB5154
 AB5154;                    North         East    Units  Estimated Accuracy
 AB5154;SPC FL E     -   509,470.      132,320.      MT  (+/- 180 meters Scaled)
 AB5154
 AB5154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN323004(NAD 83)
 AB5154
 AB5154                          SUPERSEDED SURVEY CONTROL
 AB5154
 AB5154.No superseded survey control is available for this station.
 AB5154
 AB5154_MARKER: DD = SURVEY DISK
 AB5154_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB5154_SP_SET: PAD
 AB5154_STAMPING: 69 2 WHC 1962
 AB5154_MARK LOGO: USGS
 AB5154_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5154+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1994
 AB5154
 AB5154  HISTORY     - Date     Condition        Report By
 AB5154  HISTORY     - 1962     MONUMENTED       USGS
 AB5154  HISTORY     - 19940304 GOOD             FLDEP
 AB5154
 AB5154                          STATION DESCRIPTION
 AB5154
 AB5154'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5154'THE MARK IS ABOUT 14.3 MI (23.0 KM) EAST OF WEIRSDALE, 1.8 MI (2.9 KM)
 AB5154'WEST OF UMATILLA, 14.0 MI (22.5 KM) NORTHEAST OF LEESBURG IN SECTION
 AB5154'15, TOWNSHIP 18 SOUTH, RANGE 26 EAST.  TO REACH THE MARK FROM THE
 AB5154'T-JUNCTION OF STATE ROAD 19 (CENTRAL AVENUE) AND COUNTY ROAD 450 WEST
 AB5154'IN UMATILLA, GO WESTERLY ON COUNTY ROAD 450 FOR 1.6 MI (2.6 KM) TO THE
 AB5154'ELECTRON MACHINE CORPORATION AND THE MARK ON THE LEFT, SET IN THE TOP
 AB5154'OF A 4.0 FT (1.2 M) X 4.0 FT (1.2 M) RAISED SECTION OF A 8.0 FT (2.4
 AB5154'M) X 8.0 FT (2.4 M) CONCRETE PAD PROJECTING 0.8 FT (24.4 CM) ABOVE THE
 AB5154'LEVEL OF THE GROUND AND LEVEL WITH COUNTY ROAD 450. LOCATED 91.0 FT
 AB5154'(27.7 M) WEST OF THE NORTHEAST CORNER OF THE ELECTRON MACHINE
 AB5154'CORPORATION BUILDING, 57.4 FT (17.5 M) SOUTH OF THE APPROXIMATE
 AB5154'CENTERLINE OF COUNTY ROAD 450, 20.0 FT (6.1 M) SOUTHEAST OF THE MOST
 AB5154'EASTERLY POWER POLE OF TWO POWER POLES SUPPORTING THREE TRANSFORMERS,
 AB5154'6.0 FT (1.8 M) NORTH OF THE NORTH FACE OF THE ELECTRON MACHINE
 AB5154'CORPORATION BUILDING AND 1.5 FT (0.5 M) WEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5975 ***********************************************************************
 DP5975  DESIGNATION -  20
 DP5975  PID         -  DP5975
 DP5975  STATE/COUNTY-  FL/SARASOTA
 DP5975  COUNTRY     -  US
 DP5975  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DP5975
 DP5975                         *CURRENT SURVEY CONTROL
 DP5975  ______________________________________________________________________
 DP5975* NAD 83(1986) POSITION- 27 14 44.5    (N) 082 18 26.2    (W)   HD_HELD2
 DP5975* NAVD 88 ORTHO HEIGHT -     5.802 (meters)       19.04  (feet) ADJUSTED
 DP5975  ______________________________________________________________________
 DP5975  GEOID HEIGHT    -        -24.356 (meters)                     GEOID18
 DP5975  DYNAMIC HEIGHT  -          5.793 (meters)       19.01  (feet) COMP
 DP5975  MODELED GRAVITY -    979,122.6   (mgal)                       NAVD 88
 DP5975
 DP5975  VERT ORDER      -  SECOND    CLASS I
 DP5975
 DP5975.The horizontal coordinates were established by autonomous hand held GPS
 DP5975.observations and have an estimated accuracy of +/- 10 meters.
 DP5975
 DP5975.The orthometric height was determined by differential leveling and
 DP5975.adjusted by the NATIONAL GEODETIC SURVEY
 DP5975.in March 2015.
 DP5975
 DP5975.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5975.GEOID18 height accuracy estimate available here.
 DP5975
 DP5975.Click photographs - Photos may exist for this station.
 DP5975
 DP5975.The dynamic height is computed by dividing the NAVD 88
 DP5975.geopotential number by the normal gravity value computed on the
 DP5975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5975.degrees latitude (g = 980.6199 gals.).
 DP5975
 DP5975.The modeled gravity was interpolated from observed gravity values.
 DP5975
 DP5975;                    North         East    Units  Estimated Accuracy
 DP5975;SPC FL W     -   322,664.      169,569.      MT  (+/- 10 meters HH2 GPS)
 DP5975
 DP5975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7057414324(NAD 83)
 DP5975
 DP5975                          SUPERSEDED SURVEY CONTROL
 DP5975
 DP5975.No superseded survey control is available for this station.
 DP5975
 DP5975_MARKER: DD = SURVEY DISK
 DP5975_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5975_SP_SET: BRIDGE ABUTMENT
 DP5975_STAMPING: 20
 DP5975_MARK LOGO: FLSRD
 DP5975_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5975+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2023
 DP5975
 DP5975  HISTORY     - Date     Condition        Report By
 DP5975  HISTORY     - UNK      MONUMENTED       FLSRD
 DP5975  HISTORY     - 20140509 GOOD             FLDEP
 DP5975  HISTORY     - 20230118 GOOD             GEOCAC
 DP5975
 DP5975                          STATION DESCRIPTION
 DP5975
 DP5975'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP5975'THE MARK IS ABOUT 11.0 MI (17.7 KM) EAST-SOUTHEAST OF BEE RIDGE, 10.0
 DP5975'MI (16.1 KM) SOUTH-SOUTHWEST OF VERNA, 5.2 MI (8.4 KM) SOUTH-SOUTHWEST
 DP5975'OF OLD MYAKKA, IN SECTION 21, TOWNSHIP 37 SOUTH, RANGE 20 EAST.
 DP5975'
 DP5975'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND THE
 DP5975'INTERSTATE 75 OVERPASS ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF SARASOTA,
 DP5975'GO EAST ON STATE ROAD 72 FOR 8.65 MI (13.9 KM) TO THE JUNCTION OF
 DP5975'MYAKKA STATE PARK ROAD AND THE ENTRANCE TO THE MYAKKA RIVER STATE PARK
 DP5975'ON THE LEFT.  TURN LEFT ON MYAKKA STATE PARK ROAD PASSING THROUGH THE
 DP5975'PARK ENTRANCE AND GO NORTHEAST FOR 0.95 MI (1.5 KM) TO A BRIDGE OVER
 DP5975'THE MYAKKA RIVER AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF
 DP5975'THE SOUTHWEST CORNER OF THE BRIDGE GUARDRAIL ABOUT 3.0 FT (0.9 M)
 DP5975'ABOVE THE LEVEL OF MYAKKA STATE PARK ROAD.
 DP5975'
 DP5975'LOCATED 44.7 FT (13.6 M) EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF A
 DP5975'METAL GUARD RAIL, 14.0 FT (4.3 M) SOUTH OF THE APPROXIMATE CENTERLINE
 DP5975'OF MYAKKA STATE PARK ROAD, 1.4 FT (0.4 M) SOUTHWEST OF A WITNESS
 DP5975'STICKER AND 0.6 FT (18 CM) NORTH-NORTHEAST OF THE SOUTHWEST BRIDGE
 DP5975'ABUTMENT.
 DP5975
 DP5975                          STATION RECOVERY (2023)
 DP5975
 DP5975'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DP5975'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5799 ***********************************************************************
 AD5799  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5799  DESIGNATION -  20 21 29 28 PB CO
 AD5799  PID         -  AD5799
 AD5799  STATE/COUNTY-  FL/PALM BEACH
 AD5799  COUNTRY     -  US
 AD5799  USGS QUAD   -  JUPITER (2018)
 AD5799
 AD5799                         *CURRENT SURVEY CONTROL
 AD5799  ______________________________________________________________________
 AD5799* NAD 83(1986) POSITION- 26 52 56.     (N) 080 03 46.     (W)   SCALED
 AD5799* NAVD 88 ORTHO HEIGHT -     1.606 (meters)        5.27  (feet) ADJUSTED
 AD5799  ______________________________________________________________________
 AD5799  GEOID HEIGHT    -        -27.242 (meters)                     GEOID18
 AD5799  DYNAMIC HEIGHT  -          1.604 (meters)        5.26  (feet) COMP
 AD5799  MODELED GRAVITY -    979,100.4   (mgal)                       NAVD 88
 AD5799
 AD5799  VERT ORDER      -  SECOND    CLASS I
 AD5799
 AD5799.The horizontal coordinates were scaled from a map and have
 AD5799.an estimated accuracy of +/- 6 seconds.
 AD5799
 AD5799.The orthometric height was determined by differential leveling and
 AD5799.adjusted by the NATIONAL GEODETIC SURVEY
 AD5799.in June 1991.
 AD5799
 AD5799.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5799.GEOID18 height accuracy estimate available here.
 AD5799
 AD5799.This Tidal Bench Mark is designated as VM 5583
 AD5799.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5799
 AD5799.Click photographs - Photos may exist for this station.
 AD5799
 AD5799.The dynamic height is computed by dividing the NAVD 88
 AD5799.geopotential number by the normal gravity value computed on the
 AD5799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5799.degrees latitude (g = 980.6199 gals.).
 AD5799
 AD5799.The modeled gravity was interpolated from observed gravity values.
 AD5799
 AD5799;                    North         East    Units  Estimated Accuracy
 AD5799;SPC FL E     -   282,700.      293,120.      MT  (+/- 180 meters Scaled)
 AD5799
 AD5799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK930737(NAD 83)
 AD5799
 AD5799                          SUPERSEDED SURVEY CONTROL
 AD5799
 AD5799  NGVD 29 (09/01/92)    2.068  (m)            6.78   (f) ADJUSTED    2 1
 AD5799
 AD5799.Superseded values are not recommended for survey control.
 AD5799
 AD5799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5799.See file dsdata.pdf to determine how the superseded data were derived.
 AD5799
 AD5799_MARKER: DB = BENCH MARK DISK
 AD5799_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5799_SP_SET: BRASS DISC IN ASPHALT
 AD5799_STAMPING: 20/21/29/28
 AD5799_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5799
 AD5799  HISTORY     - Date     Condition        Report By
 AD5799  HISTORY     - UNK      MONUMENTED       FL-099
 AD5799  HISTORY     - 1981     GOOD             FLDNR
 AD5799  HISTORY     - 20011228 MARK NOT FOUND   USPSQD
 AD5799  HISTORY     - 20030214 MARK NOT FOUND   USPSQD
 AD5799  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD5799  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD5799
 AD5799                          STATION DESCRIPTION
 AD5799
 AD5799'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5799'0.4 MI WEST FROM JUNO BEACH.
 AD5799'BEGIN AT THE INTERSECTION OF U. S. HIGHWAY 1 AND DONALD ROSS ROAD IN
 AD5799'JUNO BEACH, GO 0.4 MILE WEST ON DONALD ROSS ROAD TO THE MARK.  THE
 AD5799'MARK IS AT THE CENTERLINE OF DONALD ROSS ROAD, BEARS 38 FEET SOUTH OF
 AD5799'POWER POLE 9, 47.4 FEET NORTH OF A POWER POLE, AND 54 FEET NORTH OF
 AD5799'GOLF 2 S1 5-21-70.
 AD5799'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF ROAD.
 AD5799
 AD5799                          STATION RECOVERY (2001)
 AD5799
 AD5799'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEP)
 AD5799'ROADWAY WIDENED FROM TWO TO FOUR LANES WITH A MEDIAN DIVIDER.
 AD5799
 AD5799                          STATION RECOVERY (2003)
 AD5799
 AD5799'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5799'MARK NOT FOUND.
 AD5799
 AD5799                          STATION RECOVERY (2004)
 AD5799
 AD5799'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5799'MARK NOT FOUND.
 AD5799
 AD5799                          STATION RECOVERY (2005)
 AD5799
 AD5799'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD5799'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2573 ***********************************************************************
 AQ2573  DESIGNATION -  20 CMP
 AQ2573  PID         -  AQ2573
 AQ2573  STATE/COUNTY-  FL/PUTNAM
 AQ2573  COUNTRY     -  US
 AQ2573  USGS QUAD   -  WELAKA (2018)
 AQ2573
 AQ2573                         *CURRENT SURVEY CONTROL
 AQ2573  ______________________________________________________________________
 AQ2573* NAD 83(1986) POSITION- 29 27 14.     (N) 081 39 26.     (W)   SCALED
 AQ2573* NAVD 88 ORTHO HEIGHT -     6.410 (meters)       21.03  (feet) ADJUSTED
 AQ2573  ______________________________________________________________________
 AQ2573  GEOID HEIGHT    -        -28.412 (meters)                     GEOID18
 AQ2573  DYNAMIC HEIGHT  -          6.401 (meters)       21.00  (feet) COMP
 AQ2573  MODELED GRAVITY -    979,269.3   (mgal)                       NAVD 88
 AQ2573
 AQ2573  VERT ORDER      -  SECOND    CLASS I
 AQ2573
 AQ2573.The horizontal coordinates were scaled from a map and have
 AQ2573.an estimated accuracy of +/- 6 seconds.
 AQ2573
 AQ2573.The orthometric height was determined by differential leveling and
 AQ2573.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2573.in June 1991.
 AQ2573
 AQ2573.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2573.GEOID18 height accuracy estimate available here.
 AQ2573
 AQ2573.Click photographs - Photos may exist for this station.
 AQ2573
 AQ2573.The dynamic height is computed by dividing the NAVD 88
 AQ2573.geopotential number by the normal gravity value computed on the
 AQ2573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2573.degrees latitude (g = 980.6199 gals.).
 AQ2573
 AQ2573.The modeled gravity was interpolated from observed gravity values.
 AQ2573
 AQ2573;                    North         East    Units  Estimated Accuracy
 AQ2573;SPC FL E     -   567,520.      136,250.      MT  (+/- 180 meters Scaled)
 AQ2573
 AQ2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN362584(NAD 83)
 AQ2573
 AQ2573                          SUPERSEDED SURVEY CONTROL
 AQ2573
 AQ2573  NGVD 29 (09/01/92)    6.693  (m)           21.96   (f) ADJUSTED    2 1
 AQ2573
 AQ2573.Superseded values are not recommended for survey control.
 AQ2573
 AQ2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2573.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2573
 AQ2573_MARKER: DB = BENCH MARK DISK
 AQ2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2573_STAMPING: 20 CMP 1969
 AQ2573_MARK LOGO: USGS
 AQ2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2573+STABILITY: SURFACE MOTION
 AQ2573
 AQ2573  HISTORY     - Date     Condition        Report By
 AQ2573  HISTORY     - 1969     MONUMENTED       USGS
 AQ2573  HISTORY     - 1985     GOOD             FLDNR
 AQ2573
 AQ2573                          STATION DESCRIPTION
 AQ2573
 AQ2573'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2573'2.1 MI SE FROM WELAKA.
 AQ2573'BEGIN AT THE JUNCTION OF COUNTY ROAD C-308B WITH COUNTY ROAD C-309 IN
 AQ2573'WELAKA, GO 2.1 MILES SOUTH ON C-309 TO THE MARK.  THE MARK IS AT THE
 AQ2573'U.S. FORESTERY LOOKOUT TOWER, DIRECTLY BENEATH THE TOWER, SET IN THE
 AQ2573'TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1373 ***********************************************************************
 AK1373  DESIGNATION -  20 EAST LAUNCH HEAD
 AK1373  PID         -  AK1373
 AK1373  STATE/COUNTY-  FL/BREVARD
 AK1373  COUNTRY     -  US
 AK1373  USGS QUAD   -  FALSE CAPE (2018)
 AK1373
 AK1373                         *CURRENT SURVEY CONTROL
 AK1373  ______________________________________________________________________
 AK1373* NAD 83(1986) POSITION- 28 30 42.     (N) 080 33 24.     (W)   SCALED
 AK1373* NAVD 88 ORTHO HEIGHT -    12.47  (+/-2cm)       40.9   (feet) VERTCON3
 AK1373  ______________________________________________________________________
 AK1373  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 AK1373  VERT ORDER      -  ? (See Below)
 AK1373
 AK1373.The horizontal coordinates were scaled from a map and have
 AK1373.an estimated accuracy of +/- 6 seconds.
 AK1373
 AK1373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK1373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK1373
 AK1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1373.GEOID18 height accuracy estimate available here.
 AK1373
 AK1373.The vertical order pertains to the NGVD 29 superseded value.
 AK1373
 AK1373.Click photographs - Photos may exist for this station.
 AK1373
 AK1373;                    North         East    Units  Estimated Accuracy
 AK1373;SPC FL E     -   462,990.      243,400.      MT  (+/- 180 meters Scaled)
 AK1373
 AK1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433539(NAD 83)
 AK1373
 AK1373                          SUPERSEDED SURVEY CONTROL
 AK1373
 AK1373  NGVD 29 (??/??/92)   12.836  (m)           42.11   (f) ADJ UNCH       
 AK1373
 AK1373.Superseded values are not recommended for survey control.
 AK1373
 AK1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1373.See file dsdata.pdf to determine how the superseded data were derived.
 AK1373
 AK1373_MARKER: Z = SEE DESCRIPTION
 AK1373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1373_SP_SET: LAUNCH ARMS
 AK1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1373
 AK1373  HISTORY     - Date     Condition        Report By
 AK1373  HISTORY     - 1964     MONUMENTED       CGS
 AK1373
 AK1373                          STATION DESCRIPTION
 AK1373
 AK1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1373'AT CAPE KENNEDY.
 AK1373'THE POINTS LEVELED TO WERE THE TOP FLAT SURFACE OF THE LAUNCH
 AK1373'ARMS WHERE THE LAUNCH PINS ENTER THE ARMS.  AT COMPLEX 20.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5313 ***********************************************************************
 DM5313  DESIGNATION -  20 JDK RESET
 DM5313  PID         -  DM5313
 DM5313  STATE/COUNTY-  FL/NASSAU
 DM5313  COUNTRY     -  US
 DM5313  USGS QUAD   -  BRYCEVILLE (2018)
 DM5313
 DM5313                         *CURRENT SURVEY CONTROL
 DM5313  ______________________________________________________________________
 DM5313* NAD 83(1986) POSITION- 30 22 35.7    (N) 081 56 31.4    (W)   HD_HELD2
 DM5313* NAVD 88 ORTHO HEIGHT -    18.537 (meters)       60.82  (feet) ADJUSTED
 DM5313  ______________________________________________________________________
 DM5313  GEOID HEIGHT    -        -28.203 (meters)                     GEOID18
 DM5313  DYNAMIC HEIGHT  -         18.513 (meters)       60.74  (feet) COMP
 DM5313  MODELED GRAVITY -    979,354.7   (mgal)                       NAVD 88
 DM5313
 DM5313  VERT ORDER      -  FIRST     CLASS II
 DM5313
 DM5313.The horizontal coordinates were established by autonomous hand held GPS
 DM5313.observations and have an estimated accuracy of +/- 10 meters.
 DM5313
 DM5313.The orthometric height was determined by differential leveling and
 DM5313.adjusted by the NATIONAL GEODETIC SURVEY
 DM5313.in August 2011.
 DM5313
 DM5313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5313.GEOID18 height accuracy estimate available here.
 DM5313
 DM5313.Click photographs - Photos may exist for this station.
 DM5313
 DM5313.The dynamic height is computed by dividing the NAVD 88
 DM5313.geopotential number by the normal gravity value computed on the
 DM5313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5313.degrees latitude (g = 980.6199 gals.).
 DM5313
 DM5313.The modeled gravity was interpolated from observed gravity values.
 DM5313
 DM5313;                    North         East    Units  Estimated Accuracy
 DM5313;SPC FL E     -   669,988.      109,453.      MT  (+/- 10 meters HH2 GPS)
 DM5313
 DM5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP0948360891(NAD 83)
 DM5313
 DM5313                          SUPERSEDED SURVEY CONTROL
 DM5313
 DM5313.No superseded survey control is available for this station.
 DM5313
 DM5313_MARKER: DD = SURVEY DISK
 DM5313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5313_STAMPING: 20 JDK RESET 1979
 DM5313_MARK LOGO: DI
 DM5313_PROJECTION: RECESSED 10 CENTIMETERS
 DM5313_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5313+STABILITY: SURFACE MOTION
 DM5313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5313+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2009
 DM5313
 DM5313  HISTORY     - Date     Condition        Report By
 DM5313  HISTORY     - 1979     MONUMENTED       DI
 DM5313  HISTORY     - 20090121 GOOD             FLDEP
 DM5313
 DM5313                          STATION DESCRIPTION
 DM5313
 DM5313'DESCRIBED BY FL DEPT OF ENV PRO 2009 (JLM)
 DM5313'THE MARK IS ABOUT 9.4 MI (15.1 KM) NORTH-NORTHEAST OF FIFTONE, 5.5 MI
 DM5313'(8.8 KM) NORTH-NORTHEAST OF BALDWIN, 0.6 MI (1.0 KM) SOUTH-SOUTHWEST
 DM5313'OF BRYCEVILLE, IN SECTION 30, TOWNSHIP 1 SOUTH, RANGE 24 EAST.
 DM5313'
 DM5313'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 90 (BEAVER STREET)
 DM5313'AND U.S. HIGHWAY 301 IN BALDWIN, GO NORTH ON U.S. HIGHWAY 301 FOR 5.55
 DM5313'MI (8.9 KM) TO THE NORTH END OF THE BRIDGE OVER BRANDY BRANCH AND THE
 DM5313'MARK ON THE LEFT, 0.05 MI (0.1 KM) SOUTH OF COUNTY ROAD 119 EAST, SET
 DM5313'IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.4 FT (12 CM) BELOW
 DM5313'THE LEVEL OF THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF
 DM5313'U.S. HIGHWAY 301.
 DM5313'
 DM5313'LOCATED 250.0 FT (76.2 M) SOUTH OF THE EXTENDED CENTERLINE OF COUNTY
 DM5313'ROAD 119 EAST, 77.5 FT (23.6 M) NORTH-NORTHWEST OF THE NORTHWEST
 DM5313'CORNER OF THE BRIDGE SPANNING BRANDY BRANCH, 69.5 FT (21.2 M)
 DM5313'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 301, 52.5 FT (16.0 M)
 DM5313'NORTHWEST OF A METAL GUARDRAIL, 50.0 FT (15.2 M) NORTHEAST OF THE
 DM5313'NORTH BANK OF BRANDY BRANCH AND 2.2 FT (0.7 M) NORTHWEST OF A METAL
 DM5313'WITNESS POST.
 DM5313'
 DM5313'NOTE A MAGNET WAS EMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DM5313'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0214 ***********************************************************************
 BE0214  DESIGNATION -  20 JWM USGS
 BE0214  PID         -  BE0214
 BE0214  STATE/COUNTY-  FL/JACKSON
 BE0214  COUNTRY     -  US
 BE0214  USGS QUAD   -  BASCOM (2018)
 BE0214
 BE0214                         *CURRENT SURVEY CONTROL
 BE0214  ______________________________________________________________________
 BE0214* NAD 83(1986) POSITION- 30 52 49.     (N) 085 02 07.     (W)   SCALED
 BE0214* NAVD 88 ORTHO HEIGHT -    32.207 (meters)      105.67  (feet) ADJUSTED
 BE0214  ______________________________________________________________________
 BE0214  GEOID HEIGHT    -        -28.199 (meters)                     GEOID18
 BE0214  DYNAMIC HEIGHT  -         32.165 (meters)      105.53  (feet) COMP
 BE0214  MODELED GRAVITY -    979,351.9   (mgal)                       NAVD 88
 BE0214
 BE0214  VERT ORDER      -  SECOND    CLASS 0
 BE0214
 BE0214.The horizontal coordinates were scaled from a map and have
 BE0214.an estimated accuracy of +/- 6 seconds.
 BE0214
 BE0214.The orthometric height was determined by differential leveling and
 BE0214.adjusted by the NATIONAL GEODETIC SURVEY
 BE0214.in June 1991.
 BE0214
 BE0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0214.GEOID18 height accuracy estimate available here.
 BE0214
 BE0214.Click photographs - Photos may exist for this station.
 BE0214
 BE0214.The dynamic height is computed by dividing the NAVD 88
 BE0214.geopotential number by the normal gravity value computed on the
 BE0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0214.degrees latitude (g = 980.6199 gals.).
 BE0214
 BE0214.The modeled gravity was interpolated from observed gravity values.
 BE0214
 BE0214;                    North         East    Units  Estimated Accuracy
 BE0214;SPC FL N     -   208,550.      548,810.      MT  (+/- 180 meters Scaled)
 BE0214
 BE0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV878179(NAD 83)
 BE0214
 BE0214                          SUPERSEDED SURVEY CONTROL
 BE0214
 BE0214  NGVD 29 (??/??/92)   32.336  (m)          106.09   (f) ADJ UNCH    2 0
 BE0214
 BE0214.Superseded values are not recommended for survey control.
 BE0214
 BE0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0214.See file dsdata.pdf to determine how the superseded data were derived.
 BE0214
 BE0214_MARKER: DD = SURVEY DISK
 BE0214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0214_STAMPING: 20 JWM 1951 106
 BE0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0214+STABILITY: SURFACE MOTION
 BE0214
 BE0214  HISTORY     - Date     Condition        Report By
 BE0214  HISTORY     - 1951     MONUMENTED       USGS
 BE0214  HISTORY     - 1952     GOOD             CGS
 BE0214  HISTORY     - 20010331 GOOD             NGS
 BE0214
 BE0214                          STATION DESCRIPTION
 BE0214
 BE0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0214'0.5 MI E FROM LOVEDALE.
 BE0214'ABOUT 0.5 MILE EAST ALONG A GRADED ROAD FROM THE CHURCH AND
 BE0214'CEMETERY AT LOVEDALE, AT THE JUNCTION OF A ROAD SOUTH, 34 FEET
 BE0214'NORTH OF CENTER LINE OF ROAD, IN LINE WITH EXTENDED CENTER LINE
 BE0214'OF ROAD SOUTH, 17 FEET EAST OF A 20-INCH CROOKED OAK TREE, 1 1/2
 BE0214'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD
 BE0214'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BE0214
 BE0214                          STATION RECOVERY (2001)
 BE0214
 BE0214'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0214'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1323 ***********************************************************************
 AK1323  DESIGNATION -  20 NORTH CENTERLINE 1
 AK1323  PID         -  AK1323
 AK1323  STATE/COUNTY-  FL/BREVARD
 AK1323  COUNTRY     -  US
 AK1323  USGS QUAD   -  FALSE CAPE (2018)
 AK1323
 AK1323                         *CURRENT SURVEY CONTROL
 AK1323  ______________________________________________________________________
 AK1323* NAD 83(1986) POSITION- 28 30 40.     (N) 080 33 24.     (W)   SCALED
 AK1323* NAVD 88 ORTHO HEIGHT -     2.371 (meters)        7.78  (feet) ADJUSTED
 AK1323  ______________________________________________________________________
 AK1323  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 AK1323  DYNAMIC HEIGHT  -          2.368 (meters)        7.77  (feet) COMP
 AK1323  MODELED GRAVITY -    979,234.0   (mgal)                       NAVD 88
 AK1323
 AK1323  VERT ORDER      -  FIRST     CLASS II
 AK1323
 AK1323.The horizontal coordinates were scaled from a map and have
 AK1323.an estimated accuracy of +/- 6 seconds.
 AK1323
 AK1323.The orthometric height was determined by differential leveling and
 AK1323.adjusted by the NATIONAL GEODETIC SURVEY
 AK1323.in June 1991.
 AK1323
 AK1323.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1323.GEOID18 height accuracy estimate available here.
 AK1323
 AK1323.Click photographs - Photos may exist for this station.
 AK1323
 AK1323.The dynamic height is computed by dividing the NAVD 88
 AK1323.geopotential number by the normal gravity value computed on the
 AK1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1323.degrees latitude (g = 980.6199 gals.).
 AK1323
 AK1323.The modeled gravity was interpolated from observed gravity values.
 AK1323
 AK1323;                    North         East    Units  Estimated Accuracy
 AK1323;SPC FL E     -   462,930.      243,400.      MT  (+/- 180 meters Scaled)
 AK1323
 AK1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433539(NAD 83)
 AK1323
 AK1323                          SUPERSEDED SURVEY CONTROL
 AK1323
 AK1323  NGVD 29 (??/??/92)    2.729  (m)            8.95   (f) ADJ UNCH    1 2
 AK1323
 AK1323.Superseded values are not recommended for survey control.
 AK1323
 AK1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1323.See file dsdata.pdf to determine how the superseded data were derived.
 AK1323
 AK1323_MARKER: DD = SURVEY DISK
 AK1323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1323_STAMPING: 20 NORTH CENTERLINE 1
 AK1323_PROJECTION: PROJECTING 8 CENTIMETERS
 AK1323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1323+STABILITY: SURFACE MOTION
 AK1323
 AK1323  HISTORY     - Date     Condition        Report By
 AK1323  HISTORY     - 1964     MONUMENTED       CGS
 AK1323
 AK1323                          STATION DESCRIPTION
 AK1323
 AK1323'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1323'AT CAPE KENNEDY.
 AK1323'118 FEET SOUTH OF THE SOUTH EGE OF A BLACKTOP DRIVE THAT LEADS
 AK1323'AROUND THE LAUNCH PAD, 15 FEET NORTHWEST OF A CONCRETE WALL
 AK1323'AND 4 FEET WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK.  THE
 AK1323'MARK IS A ROUND CONCRETE POST THAT PROJECTS ABOUT 3 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1401 ***********************************************************************
 AK1401  DESIGNATION -  20 NORTH LAUNCH HEAD
 AK1401  PID         -  AK1401
 AK1401  STATE/COUNTY-  FL/BREVARD
 AK1401  COUNTRY     -  US
 AK1401  USGS QUAD   -  FALSE CAPE (2018)
 AK1401
 AK1401                         *CURRENT SURVEY CONTROL
 AK1401  ______________________________________________________________________
 AK1401* NAD 83(1986) POSITION- 28 30 42.     (N) 080 33 24.     (W)   SCALED
 AK1401* NAVD 88 ORTHO HEIGHT -    12.47  (+/-2cm)       40.9   (feet) VERTCON3
 AK1401  ______________________________________________________________________
 AK1401  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 AK1401  VERT ORDER      -  ? (See Below)
 AK1401
 AK1401.The horizontal coordinates were scaled from a map and have
 AK1401.an estimated accuracy of +/- 6 seconds.
 AK1401
 AK1401.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK1401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK1401
 AK1401.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1401.GEOID18 height accuracy estimate available here.
 AK1401
 AK1401.The vertical order pertains to the NGVD 29 superseded value.
 AK1401
 AK1401.Click photographs - Photos may exist for this station.
 AK1401
 AK1401;                    North         East    Units  Estimated Accuracy
 AK1401;SPC FL E     -   462,990.      243,400.      MT  (+/- 180 meters Scaled)
 AK1401
 AK1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433539(NAD 83)
 AK1401
 AK1401                          SUPERSEDED SURVEY CONTROL
 AK1401
 AK1401  NGVD 29 (??/??/92)   12.836  (m)           42.11   (f) ADJ UNCH       
 AK1401
 AK1401.Superseded values are not recommended for survey control.
 AK1401
 AK1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1401.See file dsdata.pdf to determine how the superseded data were derived.
 AK1401
 AK1401_MARKER: Z = SEE DESCRIPTION
 AK1401_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1401_SP_SET: LAUNCH ARMS
 AK1401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1401
 AK1401  HISTORY     - Date     Condition        Report By
 AK1401  HISTORY     - UNK      MONUMENTED       CGS
 AK1401  HISTORY     - 1944     GOOD             CGS
 AK1401
 AK1401                          STATION DESCRIPTION
 AK1401
 AK1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 AK1401'AT CAPE KENNEDY.
 AK1401'THE POINTS LEVELED TO WERE THE TOP FLAT SURFACE OF THE LAUNCH
 AK1401'ARMS WHERE THE LAUNCH PINS ENTER THE ARMS.  AT COMPLEX 20.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4357 ***********************************************************************
 BG4357  CBN         -  This is a Cooperative Base Network Control Station.
 BG4357  DESIGNATION -  20 PLUS 00
 BG4357  PID         -  BG4357
 BG4357  STATE/COUNTY-  FL/OKALOOSA
 BG4357  COUNTRY     -  US
 BG4357  USGS QUAD   -  FORT WALTON BEACH (2018)
 BG4357
 BG4357                         *CURRENT SURVEY CONTROL
 BG4357  ______________________________________________________________________
 BG4357* NAD 83(2011) POSITION- 30 28 43.11236(N) 086 31 06.21757(W)   ADJUSTED
 BG4357* NAD 83(2011) ELLIP HT-    -7.997 (meters)        (06/27/12)   ADJUSTED
 BG4357* NAD 83(2011) EPOCH   -  2010.00
 BG4357* NAVD 88 ORTHO HEIGHT -    19.2   (meters)       63.    (feet) GPS OBS
 BG4357  ______________________________________________________________________
 BG4357  NAVD 88 orthometric height was determined with geoid model    GEOID99
 BG4357  GEOID HEIGHT    -        -27.120 (meters)                     GEOID99
 BG4357  GEOID HEIGHT    -        -27.332 (meters)                     GEOID18
 BG4357  NAD 83(2011) X  -    334,097.350 (meters)                     COMP
 BG4357  NAD 83(2011) Y  - -5,491,373.893 (meters)                     COMP
 BG4357  NAD 83(2011) Z  -  3,216,210.162 (meters)                     COMP
 BG4357  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 BG4357
 BG4357  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BG4357  Standards:
 BG4357         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BG4357            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BG4357  -------------------------------------------------------------------
 BG4357  NETWORK    0.69   1.86           0.31   0.25   0.95     -0.01702080
 BG4357  -------------------------------------------------------------------
 BG4357  Click here for local accuracies and other accuracy information.
 BG4357
 BG4357.The horizontal coordinates were established by GPS observations
 BG4357.and adjusted by the National Geodetic Survey in June 2012.
 BG4357
 BG4357.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BG4357.been affixed to the stable North American tectonic plate. See 
 BG4357.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BG4357
 BG4357.The horizontal coordinates are valid at the epoch date displayed above
 BG4357.which is a decimal equivalence of Year/Month/Day.
 BG4357
 BG4357.The orthometric height was determined by GPS observations and a
 BG4357.high-resolution geoid model.
 BG4357
 BG4357.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4357.GEOID18 height accuracy estimate available here.
 BG4357
 BG4357.Click photographs - Photos may exist for this station.
 BG4357
 BG4357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4357
 BG4357.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG4357
 BG4357.The ellipsoidal height was determined by GPS observations
 BG4357.and is referenced to NAD 83.
 BG4357
 BG4357. The following values were computed from the NAD 83(2011) position.
 BG4357
 BG4357;                    North         East     Units Scale Factor Converg.
 BG4357;SPC FL N     -   165,620.622   406,211.309   MT  0.99996314   -1 00 51.5
 BG4357;SPC FL N     -   543,373.66  1,332,711.60   sFT  0.99996314   -1 00 51.5
 BG4357;UTM  16      - 3,371,923.278   546,225.548   MT  0.99962636   +0 14 39.4
 BG4357
 BG4357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4357!SPC FL N     -   1.00000126  x   0.99996314  =   0.99996440
 BG4357!UTM  16      -   1.00000126  x   0.99962636  =   0.99962762
 BG4357
 BG4357:                Primary Azimuth Mark                     Grid Az
 BG4357:SPC FL N     -  100 PLUS 00                              013 11 57.7
 BG4357:UTM  16      -  100 PLUS 00                              011 56 26.8
 BG4357
 BG4357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU4622571923(NAD 83)
 BG4357
 BG4357|---------------------------------------------------------------------|
 BG4357| PID    Reference Object                     Distance      Geod. Az  |
 BG4357|                                                           dddmmss.s |
 BG4357| BG4358 30 PLUS 00                          304.828 METERS 01211     |
 BG4357| BG4348 100 PLUS 00                         APPROX. 2.4 KM 0121106.2 |
 BG4357| BG4874 MISSILE                             469.861 METERS 3475415.6 |
 BG4357|---------------------------------------------------------------------|
 BG4357
 BG4357                          SUPERSEDED SURVEY CONTROL
 BG4357
 BG4357  NAD 83(2007)-  30 28 43.11218(N)    086 31 06.21822(W) AD(2002.00) 0
 BG4357  ELLIP H (02/10/07)   -7.985  (m)                       GP(2002.00)    
 BG4357  NAD 83(1999)-  30 28 43.11240(N)    086 31 06.21839(W) AD(       ) A
 BG4357  ELLIP H (04/12/01)   -7.975  (m)                       GP(       ) 4 1
 BG4357  NAD 83(1990)-  30 28 43.11178(N)    086 31 06.21734(W) AD(       ) 1
 BG4357  NAD 83(1990)-  30 28 43.11180(N)    086 31 06.21735(W) AD(       ) 1
 BG4357  NAD 83(1986)-  30 28 43.13041(N)    086 31 06.22416(W) AD(       ) 2
 BG4357  NAD 27      -  30 28 42.41500(N)    086 31 06.40300(W) AD(       ) 2
 BG4357  NGVD 29 (02/04/91)   19.4    (m)  RAPSU86  model used  GPS OBS        
 BG4357
 BG4357.Superseded values are not recommended for survey control.
 BG4357
 BG4357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4357.See file dsdata.pdf to determine how the superseded data were derived.
 BG4357
 BG4357_MARKER: DD = SURVEY DISK
 BG4357_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG4357_STAMPING: STA. 20+00 64.22 USED
 BG4357_MARK LOGO: USACE
 BG4357_PROJECTION: FLUSH
 BG4357_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4357+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 BG4357
 BG4357  HISTORY     - Date     Condition        Report By
 BG4357  HISTORY     - 1951     MONUMENTED       USACE
 BG4357  HISTORY     - 1951     GOOD             USACE
 BG4357  HISTORY     - 1982     GOOD             LOCENG
 BG4357  HISTORY     - 1987     GOOD             USPSQD
 BG4357  HISTORY     - 19880906 GOOD             NGS
 BG4357  HISTORY     - 19890406 GOOD
 BG4357  HISTORY     - 19990405 GOOD             USAF
 BG4357  HISTORY     - 20231004 GOOD             USAF
 BG4357
 BG4357                          STATION DESCRIPTION
 BG4357
 BG4357'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1951 (DAJ)
 BG4357'STATION IS LOCATED AT EGLIN FIELD, ABOUT 300 FEET WEST OF THE
 BG4357'WEST EDGE OF THE MAIN RUNWAY (NORTH-SOUTH RUNWAY) 1.5 MILES SOUTH
 BG4357'OF THE NORTH END OF THE NORTH-SOUTH RUNWAY.  A WHITE WITNESS POST
 BG4357'MARKS THE STATION SITE.
 BG4357'
 BG4357'THE MARK IS A 6 BY 6 INCH CONCRETE POST THAT IS FLUSH WITH THE
 BG4357'GROUND, WITH A BRONZE DISC IN THE CENTER THAT IS STAMPED, 20+00
 BG4357'USE 64.22.
 BG4357'
 BG4357'THIS STATION IS THE SOUTH END OF A TRAVERSE LINE THAT INCLUDES
 BG4357'STATION 30+00, 60+00 AND 100+00 RESPECTIVELY.
 BG4357'
 BG4357'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BG4357
 BG4357                          STATION RECOVERY (1951)
 BG4357
 BG4357'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1951
 BG4357'RECOVERED IN GOOD CONDITION.
 BG4357
 BG4357                          STATION RECOVERY (1982)
 BG4357
 BG4357'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982 (KKC)
 BG4357'20 + 00 USE 64.22 RECOVERED IN GOOD CONDITION.
 BG4357'
 BG4357'THE STATION IS LOCATED ABOUT 450 FEET WEST OF THE WEST EDGE OF THE
 BG4357'RUNWAY 01/19 RATHER THAN 300 FEET.  IT IS ALSO 15.9 METERS NORTH OF
 BG4357'THE CENTERLINE OF A DIRT ROAD AND APPROXIMATELY 42 METERS WEST OF A
 BG4357'RIDGE.
 BG4357
 BG4357                          STATION RECOVERY (1987)
 BG4357
 BG4357'RECOVERY NOTE BY US POWER SQUADRON 1987 (SS)
 BG4357'RECOVERED IN GOOD CONDITION.
 BG4357
 BG4357                          STATION RECOVERY (1988)
 BG4357
 BG4357'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BG4357'THE STATION IS LOCATED ABOUT 10.86 KM (6.75 MI) NORTHEAST OF FORT
 BG4357'WALTON BEACH, 5.63 KM (3.50 MI) SOUTHWEST OF NICEVILLE, AT THE EGLIN
 BG4357'AIR FORCE BASE.  OWNERSHIP--U.S. AIR FORCE, BUDDY HOLLY, VITRO
 BG4357'CORPORATION, PHONE 904-882-4936.
 BG4357'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROADS 85 AND 285
 BG4357'IN NICEVILLE, GO WESTERLY FOR 8.77 KM (5.45 MI) ON STATE ROAD 85 TO A
 BG4357'ROAD CURVE LEFT AND JUNCTION OF STATE ROAD 123.  CONTINUE AHEAD FOR
 BG4357'2.09 KM (1.30 MI) ON STATE ROAD 85 TO AN ENTRANCE GATE TO EGLIN AIR
 BG4357'FORCE BASE ON LEFT.  TURN LEFT, PASS THROUGH GATE, TURN LEFT AND GO
 BG4357'NORTHERLY AND NORTHEASTERLY FOR 1.34 KM (0.85 MI) ON THE ROAD TO A
 BG4357'FORK RIGHT.  TURN RIGHT AND GO 1.69 KM (1.05 MI) ON THE ROAD, ON THE
 BG4357'NORTHERLY SIDE OF THE NORTHWEST-SOUTHEAST RUNWAY TO A FORK.  FOLLOW
 BG4357'THE LEFT FORK AND GO 0.97 KM (0.60 MI) ON THE ROAD TO AN INTERSECTION.
 BG4357'TURN RIGHT AND GO 0.32 KM (0.20 MI) TO AN INTERSECTION. CONTINUE
 BG4357'STRAIGHT AHEAD FOR 0.48 KM (0.30 MI) TO A CURVE LEFT. CONTINUE AHEAD
 BG4357'FOR 0.32 KM (0.20 MI) ON THE ROAD, PASSING AN OBSERVATION TOWER ON
 BG4357'RIGHT AND THROUGH FENCE, BEAR RIGHT AND GO 0.24 KM (0.15 MI) ON A DIM
 BG4357'ROAD, TOWARD RUNWAY, TO THE STATION ON LEFT.
 BG4357'LOCATED 0.91 M (3.0 FT) WEST FROM A WITNESS POST.
 BG4357'DESCRIBED BY R.L. MALLOY.
 BG4357
 BG4357                          STATION RECOVERY (1989)
 BG4357
 BG4357'RECOVERED 1989
 BG4357'RECOVERED IN GOOD CONDITION.
 BG4357
 BG4357                          STATION RECOVERY (1999)
 BG4357
 BG4357'RECOVERY NOTE BY US AIR FORCE 1999
 BG4357'RECOVERED AS DESCRIBED.
 BG4357
 BG4357                          STATION RECOVERY (2023)
 BG4357
 BG4357'RECOVERY NOTE BY US AIR FORCE 2023 (FK)
 BG4357'ELEVATION STAMPING 64.22 HAS BEEN OBLITERATED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7003 ***********************************************************************
 AI7003  DESIGNATION -  20 RJN
 AI7003  PID         -  AI7003
 AI7003  STATE/COUNTY-  FL/PUTNAM
 AI7003  COUNTRY     -  US
 AI7003  USGS QUAD   -  SAN MATEO (2018)
 AI7003
 AI7003                         *CURRENT SURVEY CONTROL
 AI7003  ______________________________________________________________________
 AI7003* NAD 83(1986) POSITION- 29 32 01.     (N) 081 35 14.     (W)   SCALED
 AI7003* NAVD 88 ORTHO HEIGHT -    13.424 (meters)       44.04  (feet) ADJUSTED
 AI7003  ______________________________________________________________________
 AI7003  GEOID HEIGHT    -        -28.506 (meters)                     GEOID18
 AI7003  DYNAMIC HEIGHT  -         13.405 (meters)       43.98  (feet) COMP
 AI7003  MODELED GRAVITY -    979,275.7   (mgal)                       NAVD 88
 AI7003
 AI7003  VERT ORDER      -  SECOND    CLASS I
 AI7003
 AI7003.The horizontal coordinates were scaled from a map and have
 AI7003.an estimated accuracy of +/- 6 seconds.
 AI7003
 AI7003.The orthometric height was determined by differential leveling and
 AI7003.adjusted by the NATIONAL GEODETIC SURVEY
 AI7003.in April 2001.
 AI7003
 AI7003.No vertical observational check was made to the station.
 AI7003
 AI7003.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7003.GEOID18 height accuracy estimate available here.
 AI7003
 AI7003.Click photographs - Photos may exist for this station.
 AI7003
 AI7003.The dynamic height is computed by dividing the NAVD 88
 AI7003.geopotential number by the normal gravity value computed on the
 AI7003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7003.degrees latitude (g = 980.6199 gals.).
 AI7003
 AI7003.The modeled gravity was interpolated from observed gravity values.
 AI7003
 AI7003;                    North         East    Units  Estimated Accuracy
 AI7003;SPC FL E     -   576,320.      143,080.      MT  (+/- 180 meters Scaled)
 AI7003
 AI7003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN431672(NAD 83)
 AI7003
 AI7003                          SUPERSEDED SURVEY CONTROL
 AI7003
 AI7003.No superseded survey control is available for this station.
 AI7003
 AI7003_MARKER: DB = BENCH MARK DISK
 AI7003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7003_STAMPING: 20 RJN 1967
 AI7003_MARK LOGO: USGS
 AI7003_PROJECTION: PROJECTING 5 CENTIMETERS
 AI7003_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7003+STABILITY: SURFACE MOTION
 AI7003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7003+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2022
 AI7003
 AI7003  HISTORY     - Date     Condition        Report By
 AI7003  HISTORY     - 1967     MONUMENTED       USGS
 AI7003  HISTORY     - 19931213 GOOD             FLDEP
 AI7003  HISTORY     - 20221011 GOOD             FLDEP
 AI7003
 AI7003                          STATION DESCRIPTION
 AI7003
 AI7003'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7003'THE MARK IS LOCATED ABOUT 6.1 MI (9.8 KM) SOUTHEAST OF THE TOWN OF
 AI7003'SATSUMA IN PUTNAM COUNTY, SECTION 40 TOWNSHIP 11 SOUTH, RANGE 27 EAST.
 AI7003'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S.HIGHWAY
 AI7003'17, IN SATSUMA, GO SOUTH ON U.S.HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE
 AI7003'T JUNCTION OF SISCO ROAD AND U.S. HIGHWAY 17. TURN LEFT AND GO
 AI7003'SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO THE T JUNCTION OF A
 AI7003'DIRT ROAD ON THE LEFT, TURN LEFT AND GO EAST ON THE DIRT ROAD FOR 0.05
 AI7003'MI (0.08 KM) TO A LOCKED WOODEN GATE (CONTACT D.E.P. AT 904-488-2427
 AI7003'FOR A KEY), PASS THROUGH THE WOODEN GATE, AND CONTINUE EAST ON THE
 AI7003'DIRT ROAD FOR 0.75 MI (1.21 KM) TO THE MARK ON THE LEFT (WEST).
 AI7003'LOCATED 29.5 FT (9.0 M) NORTHWEST FROM THE APPROXIMATE CENTER OF THE
 AI7003'DIRT ROAD, 20.0 FT (6.1 M) NORTHEAST OF A TWIN 6 INCH LIVE OAK TREE,
 AI7003'13.0 FT (4.0 M) SOUTHEAST OF A 4 INCH BLACK JACK OAK TREE, AND 1.0 FT
 AI7003'(0.3 M) EAST OF A CARSONITE WITNESS POST.  SET IN THE TOP OF A SQUARE
 AI7003'CONCRETE MONUMENT 0.3 FT (9.1 CM) ABOVE THE LEVEL OF THE GROUND.
 AI7003
 AI7003                          STATION RECOVERY (2022)
 AI7003
 AI7003'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 AI7003'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1374 ***********************************************************************
 AK1374  DESIGNATION -  20 SOUTH LAUNCH HEAD
 AK1374  PID         -  AK1374
 AK1374  STATE/COUNTY-  FL/BREVARD
 AK1374  COUNTRY     -  US
 AK1374  USGS QUAD   -  FALSE CAPE (2018)
 AK1374
 AK1374                         *CURRENT SURVEY CONTROL
 AK1374  ______________________________________________________________________
 AK1374* NAD 83(1986) POSITION- 28 30 42.     (N) 080 33 24.     (W)   SCALED
 AK1374* NAVD 88 ORTHO HEIGHT -    12.47  (+/-2cm)       40.9   (feet) VERTCON3
 AK1374  ______________________________________________________________________
 AK1374  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 AK1374  VERT ORDER      -  ? (See Below)
 AK1374
 AK1374.The horizontal coordinates were scaled from a map and have
 AK1374.an estimated accuracy of +/- 6 seconds.
 AK1374
 AK1374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK1374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK1374
 AK1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1374.GEOID18 height accuracy estimate available here.
 AK1374
 AK1374.The vertical order pertains to the NGVD 29 superseded value.
 AK1374
 AK1374.Click photographs - Photos may exist for this station.
 AK1374
 AK1374;                    North         East    Units  Estimated Accuracy
 AK1374;SPC FL E     -   462,990.      243,400.      MT  (+/- 180 meters Scaled)
 AK1374
 AK1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433539(NAD 83)
 AK1374
 AK1374                          SUPERSEDED SURVEY CONTROL
 AK1374
 AK1374  NGVD 29 (??/??/92)   12.836  (m)           42.11   (f) ADJ UNCH       
 AK1374
 AK1374.Superseded values are not recommended for survey control.
 AK1374
 AK1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1374.See file dsdata.pdf to determine how the superseded data were derived.
 AK1374
 AK1374_MARKER: Z = SEE DESCRIPTION
 AK1374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1374_SP_SET: LAUNCH ARMS
 AK1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1374
 AK1374  HISTORY     - Date     Condition        Report By
 AK1374  HISTORY     - 1964     MONUMENTED       CGS
 AK1374
 AK1374                          STATION DESCRIPTION
 AK1374
 AK1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1374'AT CAPE KENNEDY.
 AK1374'THE POINTS LEVELED TO WERE THE TOP SURFACE OF THE LAUNCH
 AK1374'ARMS WHERE THE LAUNCH PINS ENTER THE ARMS.  AT COMPLEX 20.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0408 ***********************************************************************
 BE0408  DESIGNATION -  20 USE
 BE0408  PID         -  BE0408
 BE0408  STATE/COUNTY-  FL/JACKSON
 BE0408  COUNTRY     -  US
 BE0408  USGS QUAD   -  FAIRCHILD (2017)
 BE0408
 BE0408                         *CURRENT SURVEY CONTROL
 BE0408  ______________________________________________________________________
 BE0408* NAD 83(1986) POSITION- 30 50 54.     (N) 084 57 24.     (W)   SCALED
 BE0408* NAVD 88 ORTHO HEIGHT -    31.543 (meters)      103.49  (feet) ADJUSTED
 BE0408  ______________________________________________________________________
 BE0408  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 BE0408  DYNAMIC HEIGHT  -         31.503 (meters)      103.36  (feet) COMP
 BE0408  MODELED GRAVITY -    979,349.7   (mgal)                       NAVD 88
 BE0408
 BE0408  VERT ORDER      -  SECOND    CLASS 0
 BE0408
 BE0408.The horizontal coordinates were scaled from a map and have
 BE0408.an estimated accuracy of +/- 6 seconds.
 BE0408
 BE0408.The orthometric height was determined by differential leveling and
 BE0408.adjusted by the NATIONAL GEODETIC SURVEY
 BE0408.in June 1991.
 BE0408
 BE0408.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0408.GEOID18 height accuracy estimate available here.
 BE0408
 BE0408.Click photographs - Photos may exist for this station.
 BE0408
 BE0408.The dynamic height is computed by dividing the NAVD 88
 BE0408.geopotential number by the normal gravity value computed on the
 BE0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0408.degrees latitude (g = 980.6199 gals.).
 BE0408
 BE0408.The modeled gravity was interpolated from observed gravity values.
 BE0408
 BE0408;                    North         East    Units  Estimated Accuracy
 BE0408;SPC FL N     -   204,980.      556,320.      MT  (+/- 180 meters Scaled)
 BE0408
 BE0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV953145(NAD 83)
 BE0408
 BE0408                          SUPERSEDED SURVEY CONTROL
 BE0408
 BE0408  NGVD 29 (??/??/92)   31.68   (m)          103.9    (f) COMPUTED    2 0
 BE0408
 BE0408.Superseded values are not recommended for survey control.
 BE0408
 BE0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0408.See file dsdata.pdf to determine how the superseded data were derived.
 BE0408
 BE0408_MARKER: DD = SURVEY DISK
 BE0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0408_STAMPING: 20 1952
 BE0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0408+STABILITY: SURFACE MOTION
 BE0408
 BE0408  HISTORY     - Date     Condition        Report By
 BE0408  HISTORY     - 1952     MONUMENTED       DOD
 BE0408  HISTORY     - 1952     GOOD             CGS
 BE0408  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0408
 BE0408                          STATION DESCRIPTION
 BE0408
 BE0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0408'10.2 MI N FROM SNEADS.
 BE0408'ABOUT 10.15 MILES NORTH ALONG A GRADED ROAD FROM THE JUNCTION
 BE0408'OF U.S. HIGHWAY 90 AT SNEADS, 0.15 MILE SOUTH OF THE JUNCTION
 BE0408'OF A FARM ROAD EAST, ON TOP OF A LOW RIDGE, 23 FEET WEST OF THE
 BE0408'CENTER LINE OF THE ROAD, 57 FEET SOUTH OF POWER LINE POLE NO.
 BE0408'20, 13 FEET EAST OF A TRIPPLE TRUNKED CEDAR TREE, 2 FEET EAST
 BE0408'OF A WHITE WOODEN WITNESS POST, 5 FEET ABOVE THE LEVEL OF THE
 BE0408'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BE0408
 BE0408                          STATION RECOVERY (2001)
 BE0408
 BE0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0408'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0407 ***********************************************************************
 BE0407  DESIGNATION -  20 USE RESET 1963
 BE0407  PID         -  BE0407
 BE0407  STATE/COUNTY-  FL/JACKSON
 BE0407  COUNTRY     -  US
 BE0407  USGS QUAD   -  FAIRCHILD (2017)
 BE0407
 BE0407                         *CURRENT SURVEY CONTROL
 BE0407  ______________________________________________________________________
 BE0407* NAD 83(1986) POSITION- 30 50 54.     (N) 084 57 24.     (W)   SCALED
 BE0407* NAVD 88 ORTHO HEIGHT -    32.10  (meters)      105.3   (feet) RESET
 BE0407  ______________________________________________________________________
 BE0407  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 BE0407  VERT ORDER      -  THIRD
 BE0407
 BE0407.The horizontal coordinates were scaled from a map and have
 BE0407.an estimated accuracy of +/- 6 seconds.
 BE0407
 BE0407.The orthometric height was computed from unverified reset data.
 BE0407
 BE0407.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0407.GEOID18 height accuracy estimate available here.
 BE0407
 BE0407.Click photographs - Photos may exist for this station.
 BE0407
 BE0407;                    North         East    Units  Estimated Accuracy
 BE0407;SPC FL N     -   204,980.      556,320.      MT  (+/- 180 meters Scaled)
 BE0407
 BE0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV953145(NAD 83)
 BE0407
 BE0407                          SUPERSEDED SURVEY CONTROL
 BE0407
 BE0407  NGVD 29 (??/??/??)   32.23   (m)          105.7    (f) RESET       3  
 BE0407
 BE0407.Superseded values are not recommended for survey control.
 BE0407
 BE0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0407.See file dsdata.pdf to determine how the superseded data were derived.
 BE0407
 BE0407_MARKER: DB = BENCH MARK DISK
 BE0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0407_STAMPING: 20 1952 RESET
 BE0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0407+STABILITY: SURFACE MOTION
 BE0407
 BE0407  HISTORY     - Date     Condition        Report By
 BE0407  HISTORY     - 1963     MONUMENTED       DOD
 BE0407  HISTORY     - 1963     GOOD             CGS
 BE0407  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0407
 BE0407                          STATION DESCRIPTION
 BE0407
 BE0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BE0407'10.2 MI N FROM SNEADS.
 BE0407'ABOUT 10.15 MILES NORTH ALONG A BLACK-TOP ROAD LEADING TO
 BE0407'LUCY, ALABAMA FROM ITS JUNCTION WITH U.S. HIGHWAY 90 AT SNEADS,
 BE0407'77 FEET WEST OF THE CENTER OF THE ROAD, 100 FEET SOUTHWEST OF
 BE0407'POWER POLE NO. 20 AND 1.5 FEET WEST OF A WITNESS POST, A STANDARD
 BE0407'CORPS OF ENGINEERS DISK SET IN THE TOP OF A CONCRETE MONUMENT
 BE0407'PROJECTING 4 INCHES.
 BE0407
 BE0407                          STATION RECOVERY (2001)
 BE0407
 BE0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0407'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1324 ***********************************************************************
 AK1324  DESIGNATION -  20 WEST CENTERLINE 1
 AK1324  PID         -  AK1324
 AK1324  STATE/COUNTY-  FL/BREVARD
 AK1324  COUNTRY     -  US
 AK1324  USGS QUAD   -  FALSE CAPE (2018)
 AK1324
 AK1324                         *CURRENT SURVEY CONTROL
 AK1324  ______________________________________________________________________
 AK1324* NAD 83(1986) POSITION- 28 30 40.     (N) 080 33 25.     (W)   SCALED
 AK1324* NAVD 88 ORTHO HEIGHT -     2.401 (meters)        7.88  (feet) ADJUSTED
 AK1324  ______________________________________________________________________
 AK1324  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 AK1324  DYNAMIC HEIGHT  -          2.398 (meters)        7.87  (feet) COMP
 AK1324  MODELED GRAVITY -    979,234.0   (mgal)                       NAVD 88
 AK1324
 AK1324  VERT ORDER      -  FIRST     CLASS II
 AK1324
 AK1324.The horizontal coordinates were scaled from a map and have
 AK1324.an estimated accuracy of +/- 6 seconds.
 AK1324
 AK1324.The orthometric height was determined by differential leveling and
 AK1324.adjusted by the NATIONAL GEODETIC SURVEY
 AK1324.in June 1991.
 AK1324
 AK1324.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1324.GEOID18 height accuracy estimate available here.
 AK1324
 AK1324.Click photographs - Photos may exist for this station.
 AK1324
 AK1324.The dynamic height is computed by dividing the NAVD 88
 AK1324.geopotential number by the normal gravity value computed on the
 AK1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1324.degrees latitude (g = 980.6199 gals.).
 AK1324
 AK1324.The modeled gravity was interpolated from observed gravity values.
 AK1324
 AK1324;                    North         East    Units  Estimated Accuracy
 AK1324;SPC FL E     -   462,930.      243,370.      MT  (+/- 180 meters Scaled)
 AK1324
 AK1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433539(NAD 83)
 AK1324
 AK1324                          SUPERSEDED SURVEY CONTROL
 AK1324
 AK1324  NGVD 29 (??/??/92)    2.759  (m)            9.05   (f) ADJ UNCH    1 2
 AK1324
 AK1324.Superseded values are not recommended for survey control.
 AK1324
 AK1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1324.See file dsdata.pdf to determine how the superseded data were derived.
 AK1324
 AK1324_MARKER: DD = SURVEY DISK
 AK1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1324_STAMPING: 20 WEST CENTERLINE 1 1964
 AK1324_PROJECTION: PROJECTING 15 CENTIMETERS
 AK1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1324+STABILITY: SURFACE MOTION
 AK1324
 AK1324  HISTORY     - Date     Condition        Report By
 AK1324  HISTORY     - 1964     MONUMENTED       CGS
 AK1324
 AK1324                          STATION DESCRIPTION
 AK1324
 AK1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1324'AT CAPE KENNEDY.
 AK1324'35 FEET NORTH OF THE NORTH EDGE OF A BLACK-TOP DRIVE THAT LEADS
 AK1324'TO THE LAUNCH PAD.  THE MARK IS A ROUND CONCRETE POST THAT
 AK1324'PROJECTS ABOUT 6 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1322 ***********************************************************************
 AK1322  DESIGNATION -  20 WEST CENTERLINE 2
 AK1322  PID         -  AK1322
 AK1322  STATE/COUNTY-  FL/BREVARD
 AK1322  COUNTRY     -  US
 AK1322  USGS QUAD   -  FALSE CAPE (2018)
 AK1322
 AK1322                         *CURRENT SURVEY CONTROL
 AK1322  ______________________________________________________________________
 AK1322* NAD 83(1986) POSITION- 28 30 41.     (N) 080 33 24.     (W)   SCALED
 AK1322* NAVD 88 ORTHO HEIGHT -     2.305 (meters)        7.56  (feet) ADJUSTED
 AK1322  ______________________________________________________________________
 AK1322  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 AK1322  DYNAMIC HEIGHT  -          2.302 (meters)        7.55  (feet) COMP
 AK1322  MODELED GRAVITY -    979,234.1   (mgal)                       NAVD 88
 AK1322
 AK1322  VERT ORDER      -  FIRST     CLASS II
 AK1322
 AK1322.The horizontal coordinates were scaled from a map and have
 AK1322.an estimated accuracy of +/- 6 seconds.
 AK1322
 AK1322.The orthometric height was determined by differential leveling and
 AK1322.adjusted by the NATIONAL GEODETIC SURVEY
 AK1322.in June 1991.
 AK1322
 AK1322.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1322.GEOID18 height accuracy estimate available here.
 AK1322
 AK1322.Click photographs - Photos may exist for this station.
 AK1322
 AK1322.The dynamic height is computed by dividing the NAVD 88
 AK1322.geopotential number by the normal gravity value computed on the
 AK1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1322.degrees latitude (g = 980.6199 gals.).
 AK1322
 AK1322.The modeled gravity was interpolated from observed gravity values.
 AK1322
 AK1322;                    North         East    Units  Estimated Accuracy
 AK1322;SPC FL E     -   462,960.      243,400.      MT  (+/- 180 meters Scaled)
 AK1322
 AK1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433539(NAD 83)
 AK1322
 AK1322                          SUPERSEDED SURVEY CONTROL
 AK1322
 AK1322  NGVD 29 (??/??/92)    2.663  (m)            8.74   (f) ADJ UNCH    1 2
 AK1322
 AK1322.Superseded values are not recommended for survey control.
 AK1322
 AK1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1322.See file dsdata.pdf to determine how the superseded data were derived.
 AK1322
 AK1322_MARKER: DD = SURVEY DISK
 AK1322_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK1322_SP_SET: PAD
 AK1322_STAMPING: 20 WEST CENTERLINE 2
 AK1322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1322
 AK1322  HISTORY     - Date     Condition        Report By
 AK1322  HISTORY     - 1964     MONUMENTED       CGS
 AK1322
 AK1322                          STATION DESCRIPTION
 AK1322
 AK1322'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1322'AT CAPE KENNEDY.
 AK1322'18 FEET NORTH OF THE APPROXIMATE CENTER OF A BLACK-TOP DRIVE
 AK1322'THAT LEADS TO THE LAUNCH PAD AND 9 FEET SOUTHEAST OF A METAL
 AK1322'JUNCTION BOX (EAST OF TWO).  THE DISK IS CEMENTED IN A DRILL
 AK1322'HOLE IN AN 8 X 10 FOOT CONCRETE PAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1319 ***********************************************************************
 AK1319  DESIGNATION -  20 WEST LAUNCH HEAD
 AK1319  PID         -  AK1319
 AK1319  STATE/COUNTY-  FL/BREVARD
 AK1319  COUNTRY     -  US
 AK1319  USGS QUAD   -  FALSE CAPE (2018)
 AK1319
 AK1319                         *CURRENT SURVEY CONTROL
 AK1319  ______________________________________________________________________
 AK1319* NAD 83(1986) POSITION- 28 30 42.     (N) 080 33 24.     (W)   SCALED
 AK1319* NAVD 88 ORTHO HEIGHT -    12.47  (+/-2cm)       40.9   (feet) VERTCON3
 AK1319  ______________________________________________________________________
 AK1319  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 AK1319  VERT ORDER      -  ? (See Below)
 AK1319
 AK1319.The horizontal coordinates were scaled from a map and have
 AK1319.an estimated accuracy of +/- 6 seconds.
 AK1319
 AK1319.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK1319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK1319
 AK1319.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1319.GEOID18 height accuracy estimate available here.
 AK1319
 AK1319.The vertical order pertains to the NGVD 29 superseded value.
 AK1319
 AK1319.Click photographs - Photos may exist for this station.
 AK1319
 AK1319;                    North         East    Units  Estimated Accuracy
 AK1319;SPC FL E     -   462,990.      243,400.      MT  (+/- 180 meters Scaled)
 AK1319
 AK1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM433539(NAD 83)
 AK1319
 AK1319                          SUPERSEDED SURVEY CONTROL
 AK1319
 AK1319  NGVD 29 (??/??/92)   12.836  (m)           42.11   (f) ADJ UNCH       
 AK1319
 AK1319.Superseded values are not recommended for survey control.
 AK1319
 AK1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1319.See file dsdata.pdf to determine how the superseded data were derived.
 AK1319
 AK1319_MARKER: Z = SEE DESCRIPTION
 AK1319_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK1319_SP_SET: LAUNCH ARMS
 AK1319_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1319
 AK1319  HISTORY     - Date     Condition        Report By
 AK1319  HISTORY     - 1964     MONUMENTED       CGS
 AK1319
 AK1319                          STATION DESCRIPTION
 AK1319
 AK1319'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1319'AT CAPE KENNEDY.
 AK1319'THE POINTS LEVELED TO WERE THE TOP FLAT SURFACE OF THE LAUNCH
 AK1319'ARMS WHERE THE LAUNCH PINS ENTER THE ARMS.  AT COMPLEX 20.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG3421 ***********************************************************************
 BG3421  DESIGNATION -  20.504 RESET
 BG3421  PID         -  BG3421
 BG3421  STATE/COUNTY-  FL/OKALOOSA
 BG3421  COUNTRY     -  US
 BG3421  USGS QUAD   -  FORT WALTON BEACH (2018)
 BG3421
 BG3421                         *CURRENT SURVEY CONTROL
 BG3421  ______________________________________________________________________
 BG3421* NAD 83(1986) POSITION- 30 23 28.88   (N) 086 31 22.57   (W)   HD_HELD1
 BG3421* NAVD 88 ORTHO HEIGHT -     6.064 (meters)       19.90  (feet) ADJUSTED
 BG3421  ______________________________________________________________________
 BG3421  GEOID HEIGHT    -        -27.297 (meters)                     GEOID18
 BG3421  DYNAMIC HEIGHT  -          6.056 (meters)       19.87  (feet) COMP
 BG3421  MODELED GRAVITY -    979,351.2   (mgal)                       NAVD 88
 BG3421
 BG3421  VERT ORDER      -  FIRST     CLASS II
 BG3421
 BG3421.The horizontal coordinates were determined by differentially corrected
 BG3421.hand held GPS observations or other comparable positioning techniques
 BG3421.and have an estimated accuracy of +/- 3 meters.
 BG3421
 BG3421.The orthometric height was determined by differential leveling and
 BG3421.adjusted by the NATIONAL GEODETIC SURVEY
 BG3421.in October 2018.
 BG3421
 BG3421.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG3421.GEOID18 height accuracy estimate available here.
 BG3421
 BG3421.Click photographs - Photos may exist for this station.
 BG3421
 BG3421.The dynamic height is computed by dividing the NAVD 88
 BG3421.geopotential number by the normal gravity value computed on the
 BG3421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3421.degrees latitude (g = 980.6199 gals.).
 BG3421
 BG3421.The modeled gravity was interpolated from observed gravity values.
 BG3421
 BG3421;                    North         East    Units  Estimated Accuracy
 BG3421;SPC FL N     -   155,953.7     405,603.6     MT  (+/- 3 meters HH1 GPS) 
 BG3421
 BG3421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU4583062248(NAD 83)
 BG3421
 BG3421                          SUPERSEDED SURVEY CONTROL
 BG3421
 BG3421  NGVD 29 (01/31/13)    6.18   (m)           20.3    (f) RESET       3  
 BG3421
 BG3421.Superseded values are not recommended for survey control.
 BG3421
 BG3421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3421.See file dsdata.pdf to determine how the superseded data were derived.
 BG3421
 BG3421_MARKER: DB = BENCH MARK DISK
 BG3421_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3421_SP_SET: CURB
 BG3421_STAMPING: LC RESET USGS 1978 57 82 X1
 BG3421_MARK LOGO: FLDT
 BG3421_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG3421_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG3421+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2016
 BG3421
 BG3421  HISTORY     - Date     Condition        Report By
 BG3421  HISTORY     - 1978     MONUMENTED       NGS
 BG3421  HISTORY     - 20161022 GOOD             FLDEP
 BG3421
 BG3421                          STATION DESCRIPTION
 BG3421
 BG3421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BG3421'1.5 MI WEST FROM DESTIN.
 BG3421'1.5 MILES WEST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE IN DESTIN,
 BG3421'AT THE SOUTHWEST CORNER OF THE NORTH BRIDGE OF TWO OVER EAST PASS,
 BG3421'19.0 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 98, 10.0 FEET
 BG3421'EAST OF THE WEST END OF GUARD RAIL OF BRIDGE, 1.4 FEET EAST OF A
 BG3421'GUARD RAIL POST, AND 0.2 FOOT NORTH OF THE SOUTH EDGE
 BG3421'OF BRIDGE.
 BG3421
 BG3421                          STATION RECOVERY (2016)
 BG3421
 BG3421'RECOVERY NOTE BY FL DEPT OF ENV PRO 2016 (BPJ)
 BG3421'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ3495 ***********************************************************************
 AJ3495  DESIGNATION -  20.54
 AJ3495  PID         -  AJ3495
 AJ3495  STATE/COUNTY-  FL/PALM BEACH
 AJ3495  COUNTRY     -  US
 AJ3495  USGS QUAD   -  OKEELANTA (2018)
 AJ3495
 AJ3495                         *CURRENT SURVEY CONTROL
 AJ3495  ______________________________________________________________________
 AJ3495* NAD 83(1986) POSITION- 26 36 35.3    (N) 080 42 40.9    (W)   HD_HELD2
 AJ3495* NAVD 88 ORTHO HEIGHT -     5.798 (meters)       19.02  (feet) ADJUSTED
 AJ3495  ______________________________________________________________________
 AJ3495  GEOID HEIGHT    -        -24.976 (meters)                     GEOID18
 AJ3495  DYNAMIC HEIGHT  -          5.789 (meters)       18.99  (feet) COMP
 AJ3495  MODELED GRAVITY -    979,097.0   (mgal)                       NAVD 88
 AJ3495
 AJ3495  VERT ORDER      -  FIRST     CLASS II
 AJ3495
 AJ3495.The horizontal coordinates were established by autonomous hand held GPS
 AJ3495.observations and have an estimated accuracy of +/- 10 meters.
 AJ3495
 AJ3495.The orthometric height was determined by differential leveling and
 AJ3495.adjusted by the NATIONAL GEODETIC SURVEY
 AJ3495.in May 2003.
 AJ3495
 AJ3495.No vertical observational check was made to the station.
 AJ3495
 AJ3495.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ3495.GEOID18 height accuracy estimate available here.
 AJ3495
 AJ3495.Click photographs - Photos may exist for this station.
 AJ3495
 AJ3495.The dynamic height is computed by dividing the NAVD 88
 AJ3495.geopotential number by the normal gravity value computed on the
 AJ3495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3495.degrees latitude (g = 980.6199 gals.).
 AJ3495
 AJ3495.The modeled gravity was interpolated from observed gravity values.
 AJ3495
 AJ3495;                    North         East    Units  Estimated Accuracy
 AJ3495;SPC FL E     -   252,205.      228,745.      MT  (+/- 10 meters HH2 GPS)
 AJ3495
 AJ3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK2873543251(NAD 83)
 AJ3495
 AJ3495                          SUPERSEDED SURVEY CONTROL
 AJ3495
 AJ3495  NAVD 88 (06/21/02)    5.812  (m)           19.07   (f) SUPERSEDED  1 2
 AJ3495  NAVD 88 (09/17/01)    5.793  (m)           19.01   (f) SUPERSEDED  2 1
 AJ3495
 AJ3495.Superseded values are not recommended for survey control.
 AJ3495
 AJ3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3495.See file dsdata.pdf to determine how the superseded data were derived.
 AJ3495
 AJ3495_MARKER: DD = SURVEY DISK
 AJ3495_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ3495_SP_SET: BRIDGE GUARDRAIL
 AJ3495_STAMPING: 20.54
 AJ3495_MARK LOGO: FLSRD
 AJ3495_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3495+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2025
 AJ3495
 AJ3495  HISTORY     - Date     Condition        Report By
 AJ3495  HISTORY     - 2000     MONUMENTED       FLSRD
 AJ3495  HISTORY     - 20000122 GOOD             FLDEP
 AJ3495  HISTORY     - 20011030 GOOD             FLDEP
 AJ3495  HISTORY     - 20250925 GOOD             GEOCAC
 AJ3495
 AJ3495                          STATION DESCRIPTION
 AJ3495
 AJ3495'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3495'THE MARK IS ABOUT 23.3 MI (37.5 KM) NORTHWEST OF ANDYTOWN, 3.8 MI (6.1
 AJ3495'KM) SOUTH OF SOUTH BAY ON U.S. HIGHWAY 27, IN SECTION 35, TOWNSHIP 44
 AJ3495'SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S.
 AJ3495'HIGHWAY 27 AND STATE ROAD 80 IN SOUTH BAY, GO SOUTH ON U.S. HIGHWAY 27
 AJ3495'FOR 3.8 MI (6.1 KM) TO THE JUNCTION OF COUNTY ROAD 827 AND THE MARK ON
 AJ3495'THE LEFT, SET IN THE TOP OF A CONCRETE BRIDGE GUARDRAIL, 1.5 FT (0.5
 AJ3495'M) ABOVE THE GROUND AND 2.0 FT (0.6 M) ABOVE THE LEVEL OF U.S. HIGHWAY
 AJ3495'27 NORTHBOUND LANES. LOCATED 48.0 FT (14.6 M) EAST OF THE CENTERLINE
 AJ3495'OF THE NORTHBOUND LANES OF U.S. HIGHWAY 27 AND 13.3 FT (4.1 M) EAST OF
 AJ3495'A METAL GUARDRAIL.
 AJ3495
 AJ3495                          STATION RECOVERY (2001)
 AJ3495
 AJ3495'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ3495'RECOVERED AS DESCRIBED.
 AJ3495'
 AJ3495
 AJ3495                          STATION RECOVERY (2025)
 AJ3495
 AJ3495'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AJ3495'BRIDGE AND RAIL HAVE BEEN REPLACED.  MARK MAY HAVE BEEN RESET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1481 ***********************************************************************
 AD1481  DESIGNATION -  20.58
 AD1481  PID         -  AD1481
 AD1481  STATE/COUNTY-  FL/CHARLOTTE
 AD1481  COUNTRY     -  US
 AD1481  USGS QUAD   -  CLEVELAND (2018)
 AD1481
 AD1481                         *CURRENT SURVEY CONTROL
 AD1481  ______________________________________________________________________
 AD1481* NAD 83(1986) POSITION- 26 55 02.     (N) 081 59 53.     (W)   SCALED
 AD1481* NAVD 88 ORTHO HEIGHT -     5.941 (meters)       19.49  (feet) ADJUSTED
 AD1481  ______________________________________________________________________
 AD1481  GEOID HEIGHT    -        -24.062 (meters)                     GEOID18
 AD1481  DYNAMIC HEIGHT  -          5.932 (meters)       19.46  (feet) COMP
 AD1481  MODELED GRAVITY -    979,109.1   (mgal)                       NAVD 88
 AD1481
 AD1481  VERT ORDER      -  FIRST     CLASS II
 AD1481
 AD1481.This mark is at Charlotte County Airport (PGD)
 AD1481
 AD1481.The horizontal coordinates were scaled from a map and have
 AD1481.an estimated accuracy of +/- 6 seconds.
 AD1481
 AD1481.The orthometric height was determined by differential leveling and
 AD1481.adjusted by the NATIONAL GEODETIC SURVEY
 AD1481.in June 1991.
 AD1481
 AD1481.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1481.GEOID18 height accuracy estimate available here.
 AD1481
 AD1481.Click photographs - Photos may exist for this station.
 AD1481
 AD1481.The dynamic height is computed by dividing the NAVD 88
 AD1481.geopotential number by the normal gravity value computed on the
 AD1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1481.degrees latitude (g = 980.6199 gals.).
 AD1481
 AD1481.The modeled gravity was interpolated from observed gravity values.
 AD1481
 AD1481;                    North         East    Units  Estimated Accuracy
 AD1481;SPC FL W     -   286,230.      200,190.      MT  (+/- 180 meters Scaled)
 AD1481
 AD1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK009776(NAD 83)
 AD1481
 AD1481                          SUPERSEDED SURVEY CONTROL
 AD1481
 AD1481  NGVD 29 (??/??/92)    6.282  (m)           20.61   (f) ADJ UNCH    1 2
 AD1481
 AD1481.Superseded values are not recommended for survey control.
 AD1481
 AD1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1481.See file dsdata.pdf to determine how the superseded data were derived.
 AD1481
 AD1481_MARKER: X = CHISELED CROSS
 AD1481_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD1481_SP_SET: CULVERT
 AD1481_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD1481+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2003
 AD1481
 AD1481  HISTORY     - Date     Condition        Report By
 AD1481  HISTORY     - UNK      MONUMENTED       USACE
 AD1481  HISTORY     - 1945     GOOD             CGS
 AD1481  HISTORY     - 20021022 GOOD             INDIV
 AD1481  HISTORY     - 20030125 GOOD             INDIV
 AD1481  HISTORY     - 20111201 MARK NOT FOUND   FLDEP
 AD1481
 AD1481                          STATION DESCRIPTION
 AD1481
 AD1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AD1481'1.6 MI E FROM PUNTA GORDA.
 AD1481'AT THE PUNTA GORDA ARMY AIR FIELD WHICH IS 1.6 MILES EAST ALONG
 AD1481'THE ATLANTIC COAST LINE RAILROAD FROM THE STATION, THENCE 2.7
 AD1481'MILES SOUTHEAST ALONG A SAND ROAD.  THE CENTER OF A CHISELED
 AD1481'CROSS CUT ON THE CENTER OF THE HEADWALL OF A CULVERT WHICH IS
 AD1481'25.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE INSTRUMENT
 AD1481'TRAINING DEPARTMENT BUILDING.  IT IS ABOUT 300 FEET WEST OF THE
 AD1481'CONTROL TOWER.
 AD1481
 AD1481                          STATION RECOVERY (2002)
 AD1481
 AD1481'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JRG)
 AD1481'RECOVERED IN GOOD CONDITION.
 AD1481
 AD1481                          STATION RECOVERY (2003)
 AD1481
 AD1481'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JRG)
 AD1481'MARK FOUND.  DESCRIPTION NO LONGER MAKES ANY SENSE.
 AD1481
 AD1481                          STATION RECOVERY (2011)
 AD1481
 AD1481'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (BPJ)
 AD1481'NOT RECOVERED.
 AD1481'
 AD1481'NOTE-A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8178 ***********************************************************************
 AD8178  DESIGNATION -  20.6
 AD8178  PID         -  AD8178
 AD8178  STATE/COUNTY-  FL/PALM BEACH
 AD8178  COUNTRY     -  US
 AD8178  USGS QUAD   -  LAKE HARBOR (2018)
 AD8178
 AD8178                         *CURRENT SURVEY CONTROL
 AD8178  ______________________________________________________________________
 AD8178* NAD 83(1986) POSITION- 26 41 47.     (N) 080 48 23.     (W)   SCALED
 AD8178* NAVD 88 ORTHO HEIGHT -     5.854 (meters)       19.21  (feet) ADJUSTED
 AD8178  ______________________________________________________________________
 AD8178  GEOID HEIGHT    -        -24.941 (meters)                     GEOID18
 AD8178  DYNAMIC HEIGHT  -          5.845 (meters)       19.18  (feet) COMP
 AD8178  MODELED GRAVITY -    979,105.2   (mgal)                       NAVD 88
 AD8178
 AD8178  VERT ORDER      -  FIRST     CLASS II
 AD8178
 AD8178.The horizontal coordinates were scaled from a map and have
 AD8178.an estimated accuracy of +/- 6 seconds.
 AD8178
 AD8178.The orthometric height was determined by differential leveling and
 AD8178.adjusted by the NATIONAL GEODETIC SURVEY
 AD8178.in September 1992.
 AD8178
 AD8178.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8178.GEOID18 height accuracy estimate available here.
 AD8178
 AD8178.Click photographs - Photos may exist for this station.
 AD8178
 AD8178.The dynamic height is computed by dividing the NAVD 88
 AD8178.geopotential number by the normal gravity value computed on the
 AD8178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8178.degrees latitude (g = 980.6199 gals.).
 AD8178
 AD8178.The modeled gravity was interpolated from observed gravity values.
 AD8178
 AD8178;                    North         East    Units  Estimated Accuracy
 AD8178;SPC FL E     -   261,780.      219,270.      MT  (+/- 180 meters Scaled)
 AD8178
 AD8178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK192528(NAD 83)
 AD8178
 AD8178                          SUPERSEDED SURVEY CONTROL
 AD8178
 AD8178  NGVD 29 (09/01/92)    6.280  (m)           20.60   (f) ADJUSTED    1 2
 AD8178
 AD8178.Superseded values are not recommended for survey control.
 AD8178
 AD8178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8178.See file dsdata.pdf to determine how the superseded data were derived.
 AD8178
 AD8178_MARKER: DD = SURVEY DISK
 AD8178_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD8178_SP_SET: BRIDGE ABUTMENT
 AD8178_STAMPING: 20.6
 AD8178_MARK LOGO: FLSRD
 AD8178_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8178+SATELLITE: SATELLITE OBSERVATIONS - December 17, 1996
 AD8178
 AD8178  HISTORY     - Date     Condition        Report By
 AD8178  HISTORY     - UNK      MONUMENTED       FLDT
 AD8178  HISTORY     - 19920317 GOOD             NGS
 AD8178  HISTORY     - 19961217 GOOD             FLDEP
 AD8178  HISTORY     - 20050213 GOOD             USPSQD
 AD8178  HISTORY     - 20130615 MARK NOT FOUND   BAKER
 AD8178  HISTORY     - 20250922 MARK NOT FOUND   GEOCAC
 AD8178
 AD8178                          STATION DESCRIPTION
 AD8178
 AD8178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8178'0.3 KM (0.20 MI) NORTHERLY ALONG MIAMI CANAL ROAD FROM THE POST
 AD8178'OFFICE IN LAKE HARBOR, THENCE 0.1 KM (0.05 MI) EASTERLY ALONG STATE
 AD8178'HIGHWAY 80 AND U.S. HIGHWAY 27, IN TOP OF AND 0.1 M (0.3 FT) SOUTH
 AD8178'OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NUMBER
 AD8178'930016 SPANNING THE MIAMI CANAL, 5.1 M (16.7 FT) NORTH OF THE
 AD8178'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, AND 0.2 M (0.7 FT)
 AD8178'ABOVE THE LEVEL OF THE HIGHWAY.
 AD8178
 AD8178                          STATION RECOVERY (1996)
 AD8178
 AD8178'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ)
 AD8178'RECOVERED AS DESCRIBED.
 AD8178
 AD8178                          STATION RECOVERY (2005)
 AD8178
 AD8178'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AD8178'RECOVERED IN GOOD CONDITION.
 AD8178
 AD8178                          STATION RECOVERY (2013)
 AD8178
 AD8178'RECOVERY NOTE BY M BAKER JR INCORPORATED 2013 (SJC)
 AD8178'MARK NOT FOUND.
 AD8178
 AD8178                          STATION RECOVERY (2025)
 AD8178
 AD8178'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD8178'MARK NOT FOUND.  BRIDGE AND ABUTMENTS REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE9101 ***********************************************************************
 DE9101  DESIGNATION -  20.8 300 G
 DE9101  PID         -  DE9101
 DE9101  STATE/COUNTY-  FL/MANATEE
 DE9101  COUNTRY     -  US
 DE9101  USGS QUAD   -  KEENTOWN (2018)
 DE9101
 DE9101                         *CURRENT SURVEY CONTROL
 DE9101  ______________________________________________________________________
 DE9101* NAD 83(1986) POSITION- 27 35 05.     (N) 082 10 14.     (W)   HD_HELD2
 DE9101* NAVD 88 ORTHO HEIGHT -    34.799 (meters)      114.17  (feet) ADJUSTED
 DE9101  ______________________________________________________________________
 DE9101  GEOID HEIGHT    -        -24.902 (meters)                     GEOID18
 DE9101  DYNAMIC HEIGHT  -         34.746 (meters)      114.00  (feet) COMP
 DE9101  MODELED GRAVITY -    979,140.5   (mgal)                       NAVD 88
 DE9101
 DE9101  VERT ORDER      -  FIRST     CLASS II
 DE9101
 DE9101.The horizontal coordinates were established by autonomous hand held GPS
 DE9101.observations and have an estimated accuracy of +/- 10 meters.
 DE9101
 DE9101.The orthometric height was determined by differential leveling and
 DE9101.adjusted by the NATIONAL GEODETIC SURVEY
 DE9101.in December 2009.
 DE9101
 DE9101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9101.GEOID18 height accuracy estimate available here.
 DE9101
 DE9101.Click photographs - Photos may exist for this station.
 DE9101
 DE9101.The dynamic height is computed by dividing the NAVD 88
 DE9101.geopotential number by the normal gravity value computed on the
 DE9101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9101.degrees latitude (g = 980.6199 gals.).
 DE9101
 DE9101.The modeled gravity was interpolated from observed gravity values.
 DE9101
 DE9101;                    North         East    Units  Estimated Accuracy
 DE9101;SPC FL W     -   360,204.      183,161.      MT  (+/- 10 meters HH2 GPS)
 DE9101
 DE9101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL844517(NAD 83)
 DE9101
 DE9101                          SUPERSEDED SURVEY CONTROL
 DE9101
 DE9101  NAVD 88 (05/18/04)   34.806  (m)          114.19   (f) SUPERSEDED  2 1
 DE9101
 DE9101.Superseded values are not recommended for survey control.
 DE9101
 DE9101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9101.See file dsdata.pdf to determine how the superseded data were derived.
 DE9101
 DE9101_MARKER: DD = SURVEY DISK
 DE9101_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9101+WITH SETTING: INFORMATION.
 DE9101_STAMPING: 20.8-300G LB 262
 DE9101_MARK LOGO: GULFST
 DE9101_PROJECTION: RECESSED 3 CENTIMETERS
 DE9101_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9101+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2011
 DE9101
 DE9101  HISTORY     - Date     Condition        Report By
 DE9101  HISTORY     - UNK      MONUMENTED       GULFST
 DE9101  HISTORY     - 20020529 GOOD             FLDEP
 DE9101  HISTORY     - 20080306 GOOD             FLDEP
 DE9101  HISTORY     - 20090119 GOOD             FL-081
 DE9101  HISTORY     - 20111024 GOOD             HSS
 DE9101
 DE9101                          STATION DESCRIPTION
 DE9101
 DE9101'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE9101'THE MARK IS ABOUT 16.0 MI EAST OF PARRISH, IN SECTION 23, TOWNSHIP 33
 DE9101'SOUTH, RANGE 21 EAST.
 DE9101'
 DE9101'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DE9101'62 IN PARRISH, GO
 DE9101'EAST ON STATE ROAD 62 FOR 3.85 MI TO THE JUNCTION OF CORBETT JOHN ROAD
 DE9101'ON THE LEFT,
 DE9101'CONTINUE EAST ON STATE ROAD 62 FOR 4.45 MI TO THE JUNCTION OF SAFFOLD
 DE9101'ROAD ON THE LEFT,
 DE9101'CONTINUE EAST ON STATE ROAD 62 FOR 7.7 MI TO THE MARK ON THE RIGHT, A
 DE9101'ROD AND DISC SET IN
 DE9101'CONCRETE RECESSED 0.4 FT BELOW THE LEVEL OF A 6-INCH PVC PIPE FLUSH
 DE9101'WITH THE GROUND AND
 DE9101'ABOUT 0.3 FT BELOW THE LEVEL OF STATE ROAD 62.
 DE9101'
 DE9101'LOCATED 61.3 FT SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 62,
 DE9101'49.6 FT SOUTH OF
 DE9101'THE EDGE OF THE PAVEMENT OF STATE ROAD 62, 38.0 FT SOUTHWEST OF
 DE9101'TELEPHONE CABLE
 DE9101'WARNING PEDESTAL CX-LP2, 32.3 FT SOUTH OF A GTE TELEPHONE CABLE ROUTE
 DE9101'PEDESTAL, 3.1 FT
 DE9101'NORTH OF THE BARB WIRE FENCE AND 2.3 FT NORTH OF A CARSONITE WITNESS
 DE9101'POST.
 DE9101
 DE9101                          STATION RECOVERY (2008)
 DE9101
 DE9101'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 DE9101'RECOVERED AS DESCRIBED.
 DE9101
 DE9101                          STATION RECOVERY (2009)
 DE9101
 DE9101'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (TC)
 DE9101'RECOVERED IN GOOD CONDITION.
 DE9101
 DE9101                          STATION RECOVERY (2011)
 DE9101
 DE9101'RECOVERY NOTE BY HYATT SURVEY SERVICES 2011 (MJW)
 DE9101'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0167 ***********************************************************************
 AG0167  DESIGNATION -  200
 AG0167  PID         -  AG0167
 AG0167  STATE/COUNTY-  FL/PINELLAS
 AG0167  COUNTRY     -  US
 AG0167  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0167
 AG0167                         *CURRENT SURVEY CONTROL
 AG0167  ______________________________________________________________________
 AG0167* NAD 83(1986) POSITION- 27 45 04.80   (N) 082 44 28.50   (W)   HD_HELD1
 AG0167* NAVD 88 ORTHO HEIGHT -     3.092 (meters)       10.14  (feet) ADJUSTED
 AG0167  ______________________________________________________________________
 AG0167  GEOID HEIGHT    -        -24.368 (meters)                     GEOID18
 AG0167  DYNAMIC HEIGHT  -          3.087 (meters)       10.13  (feet) COMP
 AG0167  MODELED GRAVITY -    979,174.7   (mgal)                       NAVD 88
 AG0167
 AG0167  VERT ORDER      -  SECOND    CLASS II
 AG0167
 AG0167.The horizontal coordinates were determined by differentially corrected
 AG0167.hand held GPS observations or other comparable positioning techniques
 AG0167.and have an estimated accuracy of +/- 3 meters.
 AG0167
 AG0167.The orthometric height was determined by differential leveling and
 AG0167.adjusted by the NATIONAL GEODETIC SURVEY
 AG0167.in June 1991.
 AG0167
 AG0167.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0167.GEOID18 height accuracy estimate available here.
 AG0167
 AG0167.Click photographs - Photos may exist for this station.
 AG0167
 AG0167.The dynamic height is computed by dividing the NAVD 88
 AG0167.geopotential number by the normal gravity value computed on the
 AG0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0167.degrees latitude (g = 980.6199 gals.).
 AG0167
 AG0167.The modeled gravity was interpolated from observed gravity values.
 AG0167
 AG0167;                    North         East    Units  Estimated Accuracy
 AG0167;SPC FL W     -   378,874.1     126,925.7     MT  (+/- 3 meters HH1 GPS) 
 AG0167
 AG0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2838970871(NAD 83)
 AG0167
 AG0167                          SUPERSEDED SURVEY CONTROL
 AG0167
 AG0167  NGVD 29 (??/??/92)    3.366  (m)           11.04   (f) ADJ UNCH    2 2
 AG0167
 AG0167.Superseded values are not recommended for survey control.
 AG0167
 AG0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0167.See file dsdata.pdf to determine how the superseded data were derived.
 AG0167
 AG0167_MARKER: DD = SURVEY DISK
 AG0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0167_SP_SET: BRIDGE SIDEWALK
 AG0167_STAMPING: 200
 AG0167_MARK LOGO: FLHD
 AG0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0167
 AG0167  HISTORY     - Date     Condition        Report By
 AG0167  HISTORY     - UNK      MONUMENTED       FLHD
 AG0167  HISTORY     - 1976     GOOD             FLDT
 AG0167  HISTORY     - 19980129 GOOD             USPSQD
 AG0167  HISTORY     - 20080930 GOOD             PINCPW
 AG0167
 AG0167                          STATION DESCRIPTION
 AG0167
 AG0167'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0167'AT SOUTH PASADENA.
 AG0167'TO REACH THE STATION FROM THE JUNCTION OF 75TH AVE. (A19A/S.R. 690)
 AG0167'AND GULF BLVD. (A19A/S.R. 699) IN ST. PETERSBURG BEACH, RUN
 AG0167'EASTERLY AND NORTHEASTERLY ON S.R. 690 FOR 1.0 MILE.  STATION ON
 AG0167'LEFT, IN THE SW CORNER OF THE SOUTH BOUND LANE BRIDGE (COREY
 AG0167'CAUSEWAY).  SET IN TOP OF CONCRETE SIDEWALK.  SECTION 30, T 31S,
 AG0167'R 16E
 AG0167
 AG0167                          STATION RECOVERY (1998)
 AG0167
 AG0167'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0167'RECOVERED IN GOOD CONDITION.
 AG0167
 AG0167                          STATION RECOVERY (2008)
 AG0167
 AG0167'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7057 ***********************************************************************
 AG7057  DESIGNATION -  200 C OF SP
 AG7057  PID         -  AG7057
 AG7057  STATE/COUNTY-  FL/PINELLAS
 AG7057  COUNTRY     -  US
 AG7057  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7057
 AG7057                         *CURRENT SURVEY CONTROL
 AG7057  ______________________________________________________________________
 AG7057* NAD 83(1986) POSITION- 27 47 08.     (N) 082 43 12.     (W)   SCALED
 AG7057* NAVD 88 ORTHO HEIGHT -     6.013 (meters)       19.73  (feet) ADJUSTED
 AG7057  ______________________________________________________________________
 AG7057  GEOID HEIGHT    -        -24.432 (meters)                     GEOID18
 AG7057  DYNAMIC HEIGHT  -          6.005 (meters)       19.70  (feet) COMP
 AG7057  MODELED GRAVITY -    979,177.0   (mgal)                       NAVD 88
 AG7057
 AG7057  VERT ORDER      -  SECOND    CLASS II
 AG7057
 AG7057.The horizontal coordinates were scaled from a map and have
 AG7057.an estimated accuracy of +/- 6 seconds.
 AG7057
 AG7057.The orthometric height was determined by differential leveling and
 AG7057.adjusted by the NATIONAL GEODETIC SURVEY
 AG7057.in June 1991.
 AG7057
 AG7057.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7057.GEOID18 height accuracy estimate available here.
 AG7057
 AG7057.Click photographs - Photos may exist for this station.
 AG7057
 AG7057.The dynamic height is computed by dividing the NAVD 88
 AG7057.geopotential number by the normal gravity value computed on the
 AG7057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7057.degrees latitude (g = 980.6199 gals.).
 AG7057
 AG7057.The modeled gravity was interpolated from observed gravity values.
 AG7057
 AG7057;                    North         East    Units  Estimated Accuracy
 AG7057;SPC FL W     -   382,650.      129,040.      MT  (+/- 180 meters Scaled)
 AG7057
 AG7057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL305746(NAD 83)
 AG7057
 AG7057                          SUPERSEDED SURVEY CONTROL
 AG7057
 AG7057  NGVD 29 (??/??/92)    6.282  (m)           20.61   (f) ADJ UNCH    2 2
 AG7057
 AG7057.Superseded values are not recommended for survey control.
 AG7057
 AG7057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7057.See file dsdata.pdf to determine how the superseded data were derived.
 AG7057
 AG7057_MARKER: DB = BENCH MARK DISK
 AG7057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7057_PROJECTION: FLUSH
 AG7057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7057+STABILITY: SURFACE MOTION
 AG7057
 AG7057  HISTORY     - Date     Condition        Report By
 AG7057  HISTORY     - UNK      MONUMENTED       FL2730
 AG7057  HISTORY     - 1977     GOOD             FL-103
 AG7057  HISTORY     - 19980205 GOOD             USPSQD
 AG7057
 AG7057                          STATION DESCRIPTION
 AG7057
 AG7057'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7057'IN ST PETERSBURG.
 AG7057'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7057'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN NORTH AND
 AG7057'NORTHWESTERLY ON U.S. ALT. HWY. 19 FOR 0.75 MILE. STATION IN MEDIAN
 AG7057'STRIP, 4.9 FT. N.E. OF THE CENTERLINE OF TYRONE BLVD., 30.2 FT. S.E.
 AG7057'OF THE EXTENDED CENTERLINE OF NORFOLK ST. N., 0.5 FT. S.E. OF THE BACK
 AG7057'OF CURB OF THE N.W. END OF MEDIAN STRIP. SET IN THE TOP OF A CONCRETE
 AG7057'POST THAT IS FLUSH WITH THE GROUND.
 AG7057
 AG7057                          STATION RECOVERY (1998)
 AG7057
 AG7057'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5458 ***********************************************************************
 DN5458  DESIGNATION -  20019 A
 DN5458  PID         -  DN5458
 DN5458  STATE/COUNTY-  FL/CITRUS
 DN5458  COUNTRY     -  US
 DN5458  USGS QUAD   -  CHASSAHOWITZKA (2018)
 DN5458
 DN5458                         *CURRENT SURVEY CONTROL
 DN5458  ______________________________________________________________________
 DN5458* NAD 83(1986) POSITION- 28 43 15.9    (N) 082 34 28.9    (W)   HD_HELD2
 DN5458* NAVD 88 ORTHO HEIGHT -     2.283 (meters)        7.49  (feet) ADJUSTED
 DN5458  ______________________________________________________________________
 DN5458  GEOID HEIGHT    -        -26.903 (meters)                     GEOID18
 DN5458  DYNAMIC HEIGHT  -          2.280 (meters)        7.48  (feet) COMP
 DN5458  MODELED GRAVITY -    979,219.9   (mgal)                       NAVD 88
 DN5458
 DN5458  VERT ORDER      -  FIRST     CLASS II
 DN5458
 DN5458.The horizontal coordinates were established by autonomous hand held GPS
 DN5458.observations and have an estimated accuracy of +/- 10 meters.
 DN5458
 DN5458.The orthometric height was determined by differential leveling and
 DN5458.adjusted by the NATIONAL GEODETIC SURVEY
 DN5458.in June 2012.
 DN5458
 DN5458.No vertical observational check was made to the station.
 DN5458
 DN5458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5458.GEOID18 height accuracy estimate available here.
 DN5458
 DN5458.Click photographs - Photos may exist for this station.
 DN5458
 DN5458.The dynamic height is computed by dividing the NAVD 88
 DN5458.geopotential number by the normal gravity value computed on the
 DN5458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5458.degrees latitude (g = 980.6199 gals.).
 DN5458
 DN5458.The modeled gravity was interpolated from observed gravity values.
 DN5458
 DN5458;                    North         East    Units  Estimated Accuracy
 DN5458;SPC FL W     -   486,254.      143,856.      MT  (+/- 10 meters HH2 GPS)
 DN5458
 DN5458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4620478100(NAD 83)
 DN5458
 DN5458                          SUPERSEDED SURVEY CONTROL
 DN5458
 DN5458.No superseded survey control is available for this station.
 DN5458
 DN5458_MARKER: DD = SURVEY DISK
 DN5458_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5458_STAMPING: 20019 A 2011
 DN5458_MARK LOGO: SWFWMD
 DN5458_PROJECTION: FLUSH
 DN5458_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5458+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2011
 DN5458_ROD/PIPE-DEPTH: 16.8 meters
 DN5458
 DN5458  HISTORY     - Date     Condition        Report By
 DN5458  HISTORY     - 20110120 MONUMENTED       FLDEP
 DN5458
 DN5458                          STATION DESCRIPTION
 DN5458
 DN5458'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5458'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF OZELLO, 4.8 MI (7.7
 DN5458'KM) SOUTH-SOUTHEAST OF HOMOSASSA, 0.6 MI (1.0 KM) NORTH OF
 DN5458'CHASSAHOWITZKA, IN SECTION 26, TOWNSHIP 20 SOUTH, RANGE 17 EAST.
 DN5458'
 DN5458'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19-98 (SOUTH
 DN5458'SUNCOAST BOULEVARD), COUNTY ROAD 480 (WEST MISS MAGGIE DRIVE) AND U.S.
 DN5458'HIGHWAY 98 (WEST PONCE DE LEON BOULEVARD) IN CHASSAHOWITZKA, GO
 DN5458'SOUTHWEST ON COUNTY ROAD 480 (WEST MISS MAGGIE DRIVE) FOR 0.7 MI (1.1
 DN5458'KM) TO THE JUNCTION OF LYKES TRAIL ON THE RIGHT.  TURN RIGHT ON LYKES
 DN5458'TRAIL AND GO NORTH FOR 0.1 MI (0.2 KM) TO A LOCKED GATE.  CONTINUE
 DN5458'NORTH AND WEST ON LYKES TRAIL FOR 1.6 MI (2.6 KM) TO A WELL SITE ON
 DN5458'THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DN5458'AT A DEPTH OF 55.2 FT (16.8 M) WITH AN ALUMINUM DISK ATTACHED AND
 DN5458'ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND AND
 DN5458'LEVEL WITH LYKES TRAIL.
 DN5458'
 DN5458'LOCATED 46.0 FT (14.0 M) SOUTHWEST OF SURVEY MARK 20019 B, 35.2 FT
 DN5458'(10.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF LYKES TRAIL, 34.7 FT
 DN5458'(10.6 M) SOUTHWEST OF WELL HEAD 20019, 15.1 FT (4.6 M) WEST-SOUTHWEST
 DN5458'OF THE APPROXIMATE CENTERLINE OF THE WELL SITE DRIVEWAY AND 1.1 FT
 DN5458'(0.3 M) EAST OF A CARSONITE WITNESS POST.
 DN5458'
 DN5458'NOTE A GATE KEY CAN BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER
 DN5458'MANAGEMENT DISTRICT.
 DN5458'
 DN5458'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN5458'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5459 ***********************************************************************
 DN5459  DESIGNATION -  20019 B
 DN5459  PID         -  DN5459
 DN5459  STATE/COUNTY-  FL/CITRUS
 DN5459  COUNTRY     -  US
 DN5459  USGS QUAD   -  CHASSAHOWITZKA (2018)
 DN5459
 DN5459                         *CURRENT SURVEY CONTROL
 DN5459  ______________________________________________________________________
 DN5459* NAD 83(1986) POSITION- 28 43 16.2    (N) 082 34 29.3    (W)   HD_HELD2
 DN5459* NAVD 88 ORTHO HEIGHT -     2.516 (meters)        8.25  (feet) ADJUSTED
 DN5459  ______________________________________________________________________
 DN5459  GEOID HEIGHT    -        -26.903 (meters)                     GEOID18
 DN5459  DYNAMIC HEIGHT  -          2.512 (meters)        8.24  (feet) COMP
 DN5459  MODELED GRAVITY -    979,220.0   (mgal)                       NAVD 88
 DN5459
 DN5459  VERT ORDER      -  FIRST     CLASS II
 DN5459
 DN5459.The horizontal coordinates were established by autonomous hand held GPS
 DN5459.observations and have an estimated accuracy of +/- 10 meters.
 DN5459
 DN5459.The orthometric height was determined by differential leveling and
 DN5459.adjusted by the NATIONAL GEODETIC SURVEY
 DN5459.in June 2012.
 DN5459
 DN5459.No vertical observational check was made to the station.
 DN5459
 DN5459.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5459.GEOID18 height accuracy estimate available here.
 DN5459
 DN5459.Click photographs - Photos may exist for this station.
 DN5459
 DN5459.The dynamic height is computed by dividing the NAVD 88
 DN5459.geopotential number by the normal gravity value computed on the
 DN5459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5459.degrees latitude (g = 980.6199 gals.).
 DN5459
 DN5459.The modeled gravity was interpolated from observed gravity values.
 DN5459
 DN5459;                    North         East    Units  Estimated Accuracy
 DN5459;SPC FL W     -   486,263.      143,845.      MT  (+/- 10 meters HH2 GPS)
 DN5459
 DN5459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4619378109(NAD 83)
 DN5459
 DN5459                          SUPERSEDED SURVEY CONTROL
 DN5459
 DN5459.No superseded survey control is available for this station.
 DN5459
 DN5459_MARKER: DD = SURVEY DISK
 DN5459_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5459_STAMPING: 20019 B 2011
 DN5459_MARK LOGO: SWFWMD
 DN5459_PROJECTION: FLUSH
 DN5459_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5459_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5459+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2011
 DN5459_ROD/PIPE-DEPTH: 9.4 meters
 DN5459
 DN5459  HISTORY     - Date     Condition        Report By
 DN5459  HISTORY     - 20110120 MONUMENTED       FLDEP
 DN5459
 DN5459                          STATION DESCRIPTION
 DN5459
 DN5459'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5459'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF OZELLO, 4.8 MI (7.7
 DN5459'KM) SOUTH-SOUTHEAST OF HOMOSASSA, 0.6 MI (1.0 KM) NORTH OF
 DN5459'CHASSAHOWITZKA, IN SECTION 26, TOWNSHIP 20 SOUTH, RANGE 17 EAST.
 DN5459'
 DN5459'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19-98 (SOUTH
 DN5459'SUNCOAST BOULEVARD), COUNTY ROAD 480 (WEST MISS MAGGIE DRIVE) AND U.S.
 DN5459'HIGHWAY 98 (WEST PONCE DE LEON BOULEVARD) IN CHASSAHOWITZKA, GO
 DN5459'SOUTHWEST ON COUNTY ROAD 480 (WEST MISS MAGGIE DRIVE) FOR 0.7 MI (1.1
 DN5459'KM) TO THE JUNCTION OF LYKES TRAIL ON THE RIGHT.  TURN RIGHT ON LYKES
 DN5459'TRAIL AND GO NORTH FOR 0.1 MI (0.2 KM) TO A LOCKED GATE.  CONTINUE
 DN5459'NORTH AND WEST ON LYKES TRAIL FOR 1.6 MI (2.6 KM) TO A WELL SITE ON
 DN5459'THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DN5459'AT A DEPTH OF 30.7 FT (9.4 M) WITH AN ALUMINUM DISK ATTACHED AND
 DN5459'ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL
 DN5459'WITH LYKES TRAIL.
 DN5459'
 DN5459'LOCATED 83.4 FT (25.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF LYKES
 DN5459'TRAIL, 46.0 FT (14.0 M) NORTHEAST OF SURVEY MARK 20019 B, 18.5 FT (5.6
 DN5459'M) NORTH-NORTHEAST OF WELL HEAD 21026, 11.5 FT (3.5 M) NORTHEAST OF
 DN5459'WELL HEAD 20019 AND 1.0 FT (0.3 M) SOUTHWEST OF A CARSONITE WITNESS
 DN5459'POST.
 DN5459'
 DN5459'NOTE A GATE KEY CAN BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER
 DN5459'MANAGEMENT DISTRICT.
 DN5459'
 DN5459'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN5459'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN4785 ***********************************************************************
 DN4785  DESIGNATION -  20048 A
 DN4785  PID         -  DN4785
 DN4785  STATE/COUNTY-  FL/CITRUS
 DN4785  COUNTRY     -  US
 DN4785  USGS QUAD   -  HOMOSASSA (2018)
 DN4785
 DN4785                         *CURRENT SURVEY CONTROL
 DN4785  ______________________________________________________________________
 DN4785* NAD 83(1986) POSITION- 28 47 59.0    (N) 082 34 39.5    (W)   HD_HELD2
 DN4785* NAVD 88 ORTHO HEIGHT -     1.361 (meters)        4.47  (feet) ADJUSTED
 DN4785  ______________________________________________________________________
 DN4785  GEOID HEIGHT    -        -27.096 (meters)                     GEOID18
 DN4785  DYNAMIC HEIGHT  -          1.359 (meters)        4.46  (feet) COMP
 DN4785  MODELED GRAVITY -    979,223.2   (mgal)                       NAVD 88
 DN4785
 DN4785  VERT ORDER      -  FIRST     CLASS II
 DN4785
 DN4785.The horizontal coordinates were established by autonomous hand held GPS
 DN4785.observations and have an estimated accuracy of +/- 10 meters.
 DN4785
 DN4785.The orthometric height was determined by differential leveling and
 DN4785.adjusted by the NATIONAL GEODETIC SURVEY
 DN4785.in June 2012.
 DN4785
 DN4785.No vertical observational check was made to the station.
 DN4785
 DN4785.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4785.GEOID18 height accuracy estimate available here.
 DN4785
 DN4785.Click photographs - Photos may exist for this station.
 DN4785
 DN4785.The dynamic height is computed by dividing the NAVD 88
 DN4785.geopotential number by the normal gravity value computed on the
 DN4785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4785.degrees latitude (g = 980.6199 gals.).
 DN4785
 DN4785.The modeled gravity was interpolated from observed gravity values.
 DN4785
 DN4785;                    North         East    Units  Estimated Accuracy
 DN4785;SPC FL W     -   494,971.      143,610.      MT  (+/- 10 meters HH2 GPS)
 DN4785
 DN4785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4603286818(NAD 83)
 DN4785
 DN4785                          SUPERSEDED SURVEY CONTROL
 DN4785
 DN4785.No superseded survey control is available for this station.
 DN4785
 DN4785_MARKER: DD = SURVEY DISK
 DN4785_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4785_STAMPING: 20048 A 2010
 DN4785_MARK LOGO: SWFWMD
 DN4785_PROJECTION: FLUSH
 DN4785_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4785+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2015
 DN4785_ROD/PIPE-DEPTH: 5.8 meters
 DN4785
 DN4785  HISTORY     - Date     Condition        Report By
 DN4785  HISTORY     - 20101205 MONUMENTED       FLDEP
 DN4785  HISTORY     - 20150811 GOOD             FLDEP
 DN4785
 DN4785                          STATION DESCRIPTION
 DN4785
 DN4785'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN4785'THE MARK IS ABOUT 6.0 MI (9.6 KM) NORTH OF CHASSAHOWITZKA, 5.1 MI (8.3
 DN4785'KM) EAST-SOUTHEAST OF OZELLO, 2.6 MI (4.2 KM) EAST-NORTHEAST OF
 DN4785'HOMOSASSA, IN SECTION 27, TOWNSHIP 19 SOUTH, RANGE 17 EAST.
 DN4785'
 DN4785'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19-98 AND
 DN4785'STATE ROAD 490A (HALLS RIVER ROAD) IN HOMOSASSA SPRINGS, GO SOUTH ON
 DN4785'U.S. HIGHWAY 19-98 FOR 0.25 MI (0.4 KM) TO THE STATE PARK GIFT SHOP
 DN4785'PARKING LOT ENTRANCE ON THE RIGHT, TURN RIGHT ON THE PARKING LOT
 DN4785'ENTRANCE ROAD AND GO SOUTHWEST FOR 0.1 MI (0.2 KM) TO THE SOUTH END OF
 DN4785'THE GRASS COVERED OVERFLOW PARKING LOT AND A WOODED WELL SITE AND THE
 DN4785'MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 18.9 FT (5.8 M)
 DN4785'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DN4785'PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE OVERFLOW PARKING LOT.
 DN4785'
 DN4785'LOCATED ABOUT 390.0 FT (118.9 M) WEST OF U.S. HIGHWAY 19-98 SOUTHBOUND
 DN4785'LANES, 68.5 FT (20.9 M) SOUTHWEST OF A POWER POLE B58621, 52.3 FT
 DN4785'(15.9 M) NORTH-NORTHWEST OF SURVEY MARK 20048 B, 42.2 FT (12.9 M)
 DN4785'NORTHWEST OF WELL HEAD 20048, 9.6 FT (2.9 M) WEST OF THE APPROXIMATE
 DN4785'CENTERLINE OF A DIRT WELL SITE DRIVEWAY AND 1.4 FT (0.4 M) NORTHEAST
 DN4785'OF A CARSONITE WITNESS POST.
 DN4785'
 DN4785'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN4785'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DN4785
 DN4785                          STATION RECOVERY (2015)
 DN4785
 DN4785'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DN4785'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN4786 ***********************************************************************
 DN4786  DESIGNATION -  20048 B
 DN4786  PID         -  DN4786
 DN4786  STATE/COUNTY-  FL/CITRUS
 DN4786  COUNTRY     -  US
 DN4786  USGS QUAD   -  HOMOSASSA (2018)
 DN4786
 DN4786                         *CURRENT SURVEY CONTROL
 DN4786  ______________________________________________________________________
 DN4786* NAD 83(1986) POSITION- 28 47 59.0    (N) 082 34 39.5    (W)   HD_HELD2
 DN4786* NAVD 88 ORTHO HEIGHT -     1.658 (meters)        5.44  (feet) ADJUSTED
 DN4786  ______________________________________________________________________
 DN4786  GEOID HEIGHT    -        -27.096 (meters)                     GEOID18
 DN4786  DYNAMIC HEIGHT  -          1.655 (meters)        5.43  (feet) COMP
 DN4786  MODELED GRAVITY -    979,223.2   (mgal)                       NAVD 88
 DN4786
 DN4786  VERT ORDER      -  FIRST     CLASS II
 DN4786
 DN4786.The horizontal coordinates were established by autonomous hand held GPS
 DN4786.observations and have an estimated accuracy of +/- 10 meters.
 DN4786
 DN4786.The orthometric height was determined by differential leveling and
 DN4786.adjusted by the NATIONAL GEODETIC SURVEY
 DN4786.in June 2012.
 DN4786
 DN4786.No vertical observational check was made to the station.
 DN4786
 DN4786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4786.GEOID18 height accuracy estimate available here.
 DN4786
 DN4786.Click photographs - Photos may exist for this station.
 DN4786
 DN4786.The dynamic height is computed by dividing the NAVD 88
 DN4786.geopotential number by the normal gravity value computed on the
 DN4786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4786.degrees latitude (g = 980.6199 gals.).
 DN4786
 DN4786.The modeled gravity was interpolated from observed gravity values.
 DN4786
 DN4786;                    North         East    Units  Estimated Accuracy
 DN4786;SPC FL W     -   494,971.      143,610.      MT  (+/- 10 meters HH2 GPS)
 DN4786
 DN4786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4603286818(NAD 83)
 DN4786
 DN4786                          SUPERSEDED SURVEY CONTROL
 DN4786
 DN4786.No superseded survey control is available for this station.
 DN4786
 DN4786_MARKER: DD = SURVEY DISK
 DN4786_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4786_STAMPING: 20048 B 2010
 DN4786_MARK LOGO: SWFWMD
 DN4786_PROJECTION: FLUSH
 DN4786_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4786+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2010
 DN4786_ROD/PIPE-DEPTH: 3.9 meters
 DN4786
 DN4786  HISTORY     - Date     Condition        Report By
 DN4786  HISTORY     - 20101205 MONUMENTED       FLDEP
 DN4786
 DN4786                          STATION DESCRIPTION
 DN4786
 DN4786'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN4786'THE MARK IS ABOUT 6.0 MI (9.7 KM) NORTH OF CHASSAHOWITZKA, 5.1 MI (8.2
 DN4786'KM) EAST-SOUTHEAST OF OZELLO, 2.6 MI (4.2 KM) EAST-NORTHEAST OF
 DN4786'HOMOSASSA, IN SECTION 27, TOWNSHIP 19 SOUTH, RANGE 17 EAST.
 DN4786'
 DN4786'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19-98 AND
 DN4786'STATE ROAD 490A (HALLS RIVER ROAD) IN HOMOSASSA SPRINGS, GO SOUTH ON
 DN4786'U.S. HIGHWAY 19-98 FOR 0.25 MI (0.4 KM) TO THE STATE PARK GIFT SHOP
 DN4786'PARKING LOT ENTRANCE ON THE RIGHT.  TURN RIGHT ON THE PARKING LOT
 DN4786'ENTRANCE ROAD AND GO SOUTHWEST FOR 0.1 MI (0.2 KM) TO THE SOUTH END OF
 DN4786'THE GRASS COVERED OVERFLOW PARKING LOT AND A WOODED WELL SITE AND THE
 DN4786'MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.9 FT (3.9 M)
 DN4786'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DN4786'PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE OVERFLOW PARKING LOT.
 DN4786'
 DN4786'LOCATED ABOUT 390.0 FT (118.9 M) WEST OF U.S. HIGHWAY 19-98 SOUTHBOUND
 DN4786'LANES, 52.3 FT (15.9 M) SOUTH-SOUTHEAST OF SURVEY MARK 20048 A, 12.7
 DN4786'FT (3.9 M) SOUTH-SOUTHEAST OF WELL HEAD 20048, 10.8 FT (3.3 M) EAST OF
 DN4786'THE APPROXIMATE CENTERLINE OF A DIRT WELL SITE DRIVEWAY AND 1.5 FT
 DN4786'(0.5 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DN4786'
 DN4786'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN4786'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN4780 ***********************************************************************
 DN4780  DESIGNATION -  20060 A
 DN4780  PID         -  DN4780
 DN4780  STATE/COUNTY-  FL/CITRUS
 DN4780  COUNTRY     -  US
 DN4780  USGS QUAD   -  HOMOSASSA (2018)
 DN4780
 DN4780                         *CURRENT SURVEY CONTROL
 DN4780  ______________________________________________________________________
 DN4780* NAD 83(1986) POSITION- 28 51 03.0    (N) 082 36 11.7    (W)   HD_HELD2
 DN4780* NAVD 88 ORTHO HEIGHT -     1.252 (meters)        4.11  (feet) ADJUSTED
 DN4780  ______________________________________________________________________
 DN4780  GEOID HEIGHT    -        -27.190 (meters)                     GEOID18
 DN4780  DYNAMIC HEIGHT  -          1.251 (meters)        4.10  (feet) COMP
 DN4780  MODELED GRAVITY -    979,224.3   (mgal)                       NAVD 88
 DN4780
 DN4780  VERT ORDER      -  FIRST     CLASS II
 DN4780
 DN4780.The horizontal coordinates were established by autonomous hand held GPS
 DN4780.observations and have an estimated accuracy of +/- 10 meters.
 DN4780
 DN4780.The orthometric height was determined by differential leveling and
 DN4780.adjusted by the NATIONAL GEODETIC SURVEY
 DN4780.in June 2012.
 DN4780
 DN4780.No vertical observational check was made to the station.
 DN4780
 DN4780.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4780.GEOID18 height accuracy estimate available here.
 DN4780
 DN4780.Click photographs - Photos may exist for this station.
 DN4780
 DN4780.The dynamic height is computed by dividing the NAVD 88
 DN4780.geopotential number by the normal gravity value computed on the
 DN4780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4780.degrees latitude (g = 980.6199 gals.).
 DN4780
 DN4780.The modeled gravity was interpolated from observed gravity values.
 DN4780
 DN4780;                    North         East    Units  Estimated Accuracy
 DN4780;SPC FL W     -   500,648.      141,139.      MT  (+/- 10 meters HH2 GPS)
 DN4780
 DN4780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4360892515(NAD 83)
 DN4780
 DN4780                          SUPERSEDED SURVEY CONTROL
 DN4780
 DN4780.No superseded survey control is available for this station.
 DN4780
 DN4780_MARKER: DD = SURVEY DISK
 DN4780_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4780_STAMPING: 20060 A 2011
 DN4780_MARK LOGO: SWFWMD
 DN4780_PROJECTION: FLUSH
 DN4780_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4780+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2011
 DN4780_ROD/PIPE-DEPTH: 6.6 meters
 DN4780
 DN4780  HISTORY     - Date     Condition        Report By
 DN4780  HISTORY     - 20110322 MONUMENTED       FLDEP
 DN4780
 DN4780                          STATION DESCRIPTION
 DN4780
 DN4780'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN4780'THE MARK IS ABOUT 4.9 MI (7.9 KM) NORTH OF HOMOSASSA, 3.7 MI (6.0 KM)
 DN4780'EAST-NORTHEAST OF OZELLO, 3.6 MI (5.8 KM) SOUTH OF CRYSTAL RIVER, IN
 DN4780'SECTION 5, TOWNSHIP 19 SOUTH, RANGE 17 EAST.
 DN4780'
 DN4780'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19-98 AND COUNTY
 DN4780'ROAD 494 (WEST OZELLO TRAIL) ABOUT 3.0 MI (4.8 KM) SOUTH OF CRYSTAL
 DN4780'RIVER, GO WEST ON COUNTY ROAD 494 FOR 1.45 MI (2.3 KM) TO THE JUNCTION
 DN4780'OF WINTERSET AVENUE ON THE RIGHT.  CONTINUE SOUTHWEST ON COUNTY ROAD
 DN4780'494 (WEST OZELLO TRAIL) FOR ABOUT 170.0 FT (51.8 M) TO A WELL SITE ON
 DN4780'THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DN4780'AT A DEPTH OF 21.8 FT (6.6 M) WITH AN ALUMINUM DISK ATTACHED AND
 DN4780'ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL
 DN4780'WITH COUNTY ROAD 494 (WEST OZELLO TRAIL).
 DN4780'
 DN4780'LOCATED 28.2 FT (8.6 M) NORTH-NORTHEAST OF SURVEY MARK 20060 B, 19.6
 DN4780'FT (6.0 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 DN4780'494 (WEST OZELLO TRAIL), 8.2 FT (2.5 M) NORTH-NORTHEAST OF THE
 DN4780'APPROXIMATE CENTER OF A WELL CASING AND 3.0 FT (0.9 M) WEST-NORTHWEST
 DN4780'OF A CARSONITE WITNESS POST.
 DN4780'
 DN4780'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN4780'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN4781 ***********************************************************************
 DN4781  DESIGNATION -  20060 B
 DN4781  PID         -  DN4781
 DN4781  STATE/COUNTY-  FL/CITRUS
 DN4781  COUNTRY     -  US
 DN4781  USGS QUAD   -  HOMOSASSA (2018)
 DN4781
 DN4781                         *CURRENT SURVEY CONTROL
 DN4781  ______________________________________________________________________
 DN4781* NAD 83(1986) POSITION- 28 51 03.0    (N) 082 36 11.8    (W)   HD_HELD2
 DN4781* NAVD 88 ORTHO HEIGHT -     1.227 (meters)        4.03  (feet) ADJUSTED
 DN4781  ______________________________________________________________________
 DN4781  GEOID HEIGHT    -        -27.190 (meters)                     GEOID18
 DN4781  DYNAMIC HEIGHT  -          1.225 (meters)        4.02  (feet) COMP
 DN4781  MODELED GRAVITY -    979,224.3   (mgal)                       NAVD 88
 DN4781
 DN4781  VERT ORDER      -  FIRST     CLASS II
 DN4781
 DN4781.The horizontal coordinates were established by autonomous hand held GPS
 DN4781.observations and have an estimated accuracy of +/- 10 meters.
 DN4781
 DN4781.The orthometric height was determined by differential leveling and
 DN4781.adjusted by the NATIONAL GEODETIC SURVEY
 DN4781.in June 2012.
 DN4781
 DN4781.No vertical observational check was made to the station.
 DN4781
 DN4781.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4781.GEOID18 height accuracy estimate available here.
 DN4781
 DN4781.Click photographs - Photos may exist for this station.
 DN4781
 DN4781.The dynamic height is computed by dividing the NAVD 88
 DN4781.geopotential number by the normal gravity value computed on the
 DN4781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4781.degrees latitude (g = 980.6199 gals.).
 DN4781
 DN4781.The modeled gravity was interpolated from observed gravity values.
 DN4781
 DN4781;                    North         East    Units  Estimated Accuracy
 DN4781;SPC FL W     -   500,648.      141,136.      MT  (+/- 10 meters HH2 GPS)
 DN4781
 DN4781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4360692515(NAD 83)
 DN4781
 DN4781                          SUPERSEDED SURVEY CONTROL
 DN4781
 DN4781.No superseded survey control is available for this station.
 DN4781
 DN4781_MARKER: DD = SURVEY DISK
 DN4781_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4781_STAMPING: 20060 B 2011
 DN4781_MARK LOGO: SWFWMD
 DN4781_PROJECTION: FLUSH
 DN4781_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4781+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2011
 DN4781_ROD/PIPE-DEPTH: 11.0 meters
 DN4781
 DN4781  HISTORY     - Date     Condition        Report By
 DN4781  HISTORY     - 20110322 MONUMENTED       FLDEP
 DN4781
 DN4781                          STATION DESCRIPTION
 DN4781
 DN4781'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN4781'THE MARK IS ABOUT 4.9 MI (7.9 KM) NORTH OF HOMOSASSA, 3.7 MI (6.0 KM)
 DN4781'EAST-NORTHEAST OF OZELLO, 3.6 MI (5.8 KM) SOUTH OF CRYSTAL RIVER, IN
 DN4781'SECTION 5, TOWNSHIP 19 SOUTH, RANGE 17 EAST.
 DN4781'
 DN4781'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19-98 AND COUNTY
 DN4781'ROAD 494 (WEST OZELLO TRAIL) ABOUT 3.0 MI (4.8 KM) SOUTH OF CRYSTAL
 DN4781'RIVER, GO WEST ON COUNTY ROAD 494 FOR 1.45 MI (2.3 KM) TO THE JUNCTION
 DN4781'OF WINTERSET AVENUE ON THE RIGHT.  CONTINUE SOUTHWEST ON COUNTY ROAD
 DN4781'494 (WEST OZELLO TRAIL) FOR ABOUT 170.0 FT (51.8 M) TO A WELL SITE ON
 DN4781'THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DN4781'AT A DEPTH OF 36.2 FT (11.0 M) WITH AN ALUMINUM DISK ATTACHED AND
 DN4781'ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL
 DN4781'WITH COUNTY ROAD 494 (WEST OZELLO TRAIL).
 DN4781'
 DN4781'LOCATED 28.2 FT (8.6 M) SOUTH-SOUTHWEST OF SURVEY MARK 20060 A, 20.9
 DN4781'FT (6.4 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 DN4781'494 (WEST OZELLO TRAIL), 20.2 FT (6.2 M) SOUTH-SOUTHWEST OF THE
 DN4781'APPROXIMATE CENTER OF A WELL CASING AND 1.5 FT (0.5 M) WEST-NORTHWEST
 DN4781'OF A CARSONITE WITNESS POST.
 DN4781'
 DN4781'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN4781'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN4778 ***********************************************************************
 DN4778  DESIGNATION -  20062 A
 DN4778  PID         -  DN4778
 DN4778  STATE/COUNTY-  FL/CITRUS
 DN4778  COUNTRY     -  US
 DN4778  USGS QUAD   -  HOMOSASSA (2018)
 DN4778
 DN4778                         *CURRENT SURVEY CONTROL
 DN4778  ______________________________________________________________________
 DN4778* NAD 83(1986) POSITION- 28 51 12.0    (N) 082 35 48.4    (W)   HD_HELD2
 DN4778* NAVD 88 ORTHO HEIGHT -     1.103 (meters)        3.62  (feet) ADJUSTED
 DN4778  ______________________________________________________________________
 DN4778  GEOID HEIGHT    -        -27.199 (meters)                     GEOID18
 DN4778  DYNAMIC HEIGHT  -          1.101 (meters)        3.61  (feet) COMP
 DN4778  MODELED GRAVITY -    979,224.2   (mgal)                       NAVD 88
 DN4778
 DN4778  VERT ORDER      -  FIRST     CLASS II
 DN4778
 DN4778.The horizontal coordinates were established by autonomous hand held GPS
 DN4778.observations and have an estimated accuracy of +/- 10 meters.
 DN4778
 DN4778.The orthometric height was determined by differential leveling and
 DN4778.adjusted by the NATIONAL GEODETIC SURVEY
 DN4778.in June 2012.
 DN4778
 DN4778.No vertical observational check was made to the station.
 DN4778
 DN4778.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4778.GEOID18 height accuracy estimate available here.
 DN4778
 DN4778.Click photographs - Photos may exist for this station.
 DN4778
 DN4778.The dynamic height is computed by dividing the NAVD 88
 DN4778.geopotential number by the normal gravity value computed on the
 DN4778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4778.degrees latitude (g = 980.6199 gals.).
 DN4778
 DN4778.The modeled gravity was interpolated from observed gravity values.
 DN4778
 DN4778;                    North         East    Units  Estimated Accuracy
 DN4778;SPC FL W     -   500,922.      141,772.      MT  (+/- 10 meters HH2 GPS)
 DN4778
 DN4778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4424492783(NAD 83)
 DN4778
 DN4778                          SUPERSEDED SURVEY CONTROL
 DN4778
 DN4778.No superseded survey control is available for this station.
 DN4778
 DN4778_MARKER: DD = SURVEY DISK
 DN4778_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN4778+WITH SETTING: INFORMATION.
 DN4778_STAMPING: 20062 A 2008
 DN4778_MARK LOGO: SWFWMD
 DN4778_PROJECTION: FLUSH
 DN4778_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN4778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN4778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4778+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2011
 DN4778_ROD/PIPE-DEPTH: 1.4 meters
 DN4778
 DN4778  HISTORY     - Date     Condition        Report By
 DN4778  HISTORY     - 20080228 MONUMENTED       SWFWMD
 DN4778  HISTORY     - 20110111 GOOD             FLDEP
 DN4778
 DN4778                          STATION DESCRIPTION
 DN4778
 DN4778'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN4778'THE MARK IS ABOUT 5.1 MI (8.2 KM) NORTH-NORTHEAST OF HOMOSASSA, 4.1 MI
 DN4778'(6.6 KM) EAST-NORTHEAST OF OZELLO, 3.4 MI (5.5 KM) SOUTH OF CRYSTAL
 DN4778'RIVER, IN SECTION 4, TOWNSHIP 19 SOUTH, RANGE 17 EAST.
 DN4778'
 DN4778'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19-98 AND COUNTY
 DN4778'ROAD 494 (WEST OZELLO TRAIL) ABOUT 3.0 MI (4.8 KM) SOUTH OF CRYSTAL
 DN4778'RIVER, GO WEST ON COUNTY ROAD 494 FOR 1.0 MI (1.6 KM) TO THE WEST
 DN4778'ENTRANCE OF THE OZELLO WATER ASSOCIATION AT 9769 WEST OZELLO TRAIL, A
 DN4778'WELL SITE AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DN4778'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 494(WEST
 DN4778'OZELLO TRAIL).
 DN4778'
 DN4778'LOCATED 70.0 FT (21.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY
 DN4778'ROAD 494 (WEST OZELLO TRAIL), 13.9 FT (4.2 M) NORTHEAST OF SURVEY MARK
 DN4778'20062 B, 13.6 FT (4.1 M) NORTH OF THE APPROXIMATE CENTER OF A WELL
 DN4778'CASING AND 0.9 FT (27 CM) EAST OF A CARSONITE WITNESS POST.
 DN4778'
 DN4778'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN4779 ***********************************************************************
 DN4779  DESIGNATION -  20062 B
 DN4779  PID         -  DN4779
 DN4779  STATE/COUNTY-  FL/CITRUS
 DN4779  COUNTRY     -  US
 DN4779  USGS QUAD   -  HOMOSASSA (2018)
 DN4779
 DN4779                         *CURRENT SURVEY CONTROL
 DN4779  ______________________________________________________________________
 DN4779* NAD 83(1986) POSITION- 28 51 11.9    (N) 082 35 48.5    (W)   HD_HELD2
 DN4779* NAVD 88 ORTHO HEIGHT -     1.075 (meters)        3.53  (feet) ADJUSTED
 DN4779  ______________________________________________________________________
 DN4779  GEOID HEIGHT    -        -27.199 (meters)                     GEOID18
 DN4779  DYNAMIC HEIGHT  -          1.074 (meters)        3.52  (feet) COMP
 DN4779  MODELED GRAVITY -    979,224.2   (mgal)                       NAVD 88
 DN4779
 DN4779  VERT ORDER      -  FIRST     CLASS II
 DN4779
 DN4779.The horizontal coordinates were established by autonomous hand held GPS
 DN4779.observations and have an estimated accuracy of +/- 10 meters.
 DN4779
 DN4779.The orthometric height was determined by differential leveling and
 DN4779.adjusted by the NATIONAL GEODETIC SURVEY
 DN4779.in June 2012.
 DN4779
 DN4779.No vertical observational check was made to the station.
 DN4779
 DN4779.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4779.GEOID18 height accuracy estimate available here.
 DN4779
 DN4779.Click photographs - Photos may exist for this station.
 DN4779
 DN4779.The dynamic height is computed by dividing the NAVD 88
 DN4779.geopotential number by the normal gravity value computed on the
 DN4779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4779.degrees latitude (g = 980.6199 gals.).
 DN4779
 DN4779.The modeled gravity was interpolated from observed gravity values.
 DN4779
 DN4779;                    North         East    Units  Estimated Accuracy
 DN4779;SPC FL W     -   500,919.      141,769.      MT  (+/- 10 meters HH2 GPS)
 DN4779
 DN4779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4424192780(NAD 83)
 DN4779
 DN4779                          SUPERSEDED SURVEY CONTROL
 DN4779
 DN4779.No superseded survey control is available for this station.
 DN4779
 DN4779_MARKER: DD = SURVEY DISK
 DN4779_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN4779+WITH SETTING: INFORMATION.
 DN4779_STAMPING: 20062 B 2008
 DN4779_MARK LOGO: SWFWMD
 DN4779_PROJECTION: FLUSH
 DN4779_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN4779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN4779_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4779+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2011
 DN4779_ROD/PIPE-DEPTH: 1.4 meters
 DN4779
 DN4779  HISTORY     - Date     Condition        Report By
 DN4779  HISTORY     - 20080228 MONUMENTED       SWFWMD
 DN4779  HISTORY     - 20110111 GOOD             FLDEP
 DN4779
 DN4779                          STATION DESCRIPTION
 DN4779
 DN4779'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN4779'THE MARK IS ABOUT 5.1 MI (8.2 KM) NORTH-NORTHEAST OF HOMOSASSA, 4.1 MI
 DN4779'(6.7 KM) EAST-NORTHEAST OF OZELLO, 3.4 MI (5.4 KM) SOUTH OF CRYSTAL
 DN4779'RIVER, IN SECTION 4, TOWNSHIP 19 SOUTH, RANGE 17 EAST.
 DN4779'
 DN4779'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19-98 AND COUNTY
 DN4779'ROAD 494 (WEST OZELLO TRAIL) ABOUT 3.0 MI (4.8 KM) SOUTH OF CRYSTAL
 DN4779'RIVER, GO WEST ON COUNTY ROAD 494 FOR 1.0 MI (1.6 KM) TO THE WEST
 DN4779'ENTRANCE OF THE OZELLO WATER ASSOCIATION AT 9769 WEST OZELLO TRAIL, A
 DN4779'WELL SITE AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DN4779'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 494 (WEST
 DN4779'OZELLO TRAIL).
 DN4779'
 DN4779'LOCATED 61.4.0 FT (21.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DN4779'COUNTY ROAD 494 (WEST OZELLO TRAIL), 13.9 FT (4.2 M) SOUTHWEST OF
 DN4779'SURVEY MARK 20062 A, 8.9 FT (2.7 M) WEST OF THE APPROXIMATE CENTER OF
 DN4779'A WELL CASING AND 0.7 FT (0.2 M) EAST OF A CARSONITE WITNESS POST.
 DN4779'
 DN4779'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8559 ***********************************************************************
 DN8559  DESIGNATION -  20075 A
 DN8559  PID         -  DN8559
 DN8559  STATE/COUNTY-  FL/CITRUS
 DN8559  COUNTRY     -  US
 DN8559  USGS QUAD   -  HOLDER (2018)
 DN8559
 DN8559                         *CURRENT SURVEY CONTROL
 DN8559  ______________________________________________________________________
 DN8559* NAD 83(1986) POSITION- 28 54 12.4    (N) 082 28 43.3    (W)   HD_HELD2
 DN8559* NAVD 88 ORTHO HEIGHT -    20.918 (meters)       68.63  (feet) ADJUSTED
 DN8559  ______________________________________________________________________
 DN8559  GEOID HEIGHT    -        -27.339 (meters)                     GEOID18
 DN8559  DYNAMIC HEIGHT  -         20.888 (meters)       68.53  (feet) COMP
 DN8559  MODELED GRAVITY -    979,226.0   (mgal)                       NAVD 88
 DN8559
 DN8559  VERT ORDER      -  SECOND    CLASS I
 DN8559
 DN8559.The horizontal coordinates were established by autonomous hand held GPS
 DN8559.observations and have an estimated accuracy of +/- 10 meters.
 DN8559
 DN8559.The orthometric height was determined by differential leveling and
 DN8559.adjusted by the NATIONAL GEODETIC SURVEY
 DN8559.in July 2012.
 DN8559
 DN8559.No vertical observational check was made to the station.
 DN8559
 DN8559.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8559.GEOID18 height accuracy estimate available here.
 DN8559
 DN8559.Click photographs - Photos may exist for this station.
 DN8559
 DN8559.The dynamic height is computed by dividing the NAVD 88
 DN8559.geopotential number by the normal gravity value computed on the
 DN8559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8559.degrees latitude (g = 980.6199 gals.).
 DN8559
 DN8559.The modeled gravity was interpolated from observed gravity values.
 DN8559
 DN8559;                    North         East    Units  Estimated Accuracy
 DN8559;SPC FL W     -   506,423.      153,316.      MT  (+/- 10 meters HH2 GPS)
 DN8559
 DN8559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5583398187(NAD 83)
 DN8559
 DN8559                          SUPERSEDED SURVEY CONTROL
 DN8559
 DN8559.No superseded survey control is available for this station.
 DN8559
 DN8559_MARKER: DD = SURVEY DISK
 DN8559_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8559_STAMPING: 20075 A 2010
 DN8559_MARK LOGO: SWFWMD
 DN8559_PROJECTION: FLUSH
 DN8559_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8559_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8559+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DN8559_ROD/PIPE-DEPTH: 7.8 meters
 DN8559
 DN8559  HISTORY     - Date     Condition        Report By
 DN8559  HISTORY     - 20101201 MONUMENTED       FLDEP
 DN8559
 DN8559                          STATION DESCRIPTION
 DN8559
 DN8559'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN8559'THE MARK IS ABOUT 6.9 MI (11.1 KM) EAST OF CRYSTAL RIVER, 5.6 MI (9.0
 DN8559'KM) SOUTHWEST OF HOLDER, 3.6 MI (5.8 KM) NORTH OF LECANTO, IN SECTION
 DN8559'22, TOWNSHIP 18 SOUTH, RANGE 18 EAST.
 DN8559'
 DN8559'TO REACH THE MARK FROM THE INTERSECTION OF WEST NORVELL BRYANT HIGHWAY
 DN8559'(COUNTY ROAD 486) AND COUNTY ROAD 491 (NORTH LECANTO HIGHWAY) ABOUT
 DN8559'2.8 MI (4.5 KM) NORTH OF LECANTO, GO NORTHEAST ON COUNTY ROAD 491
 DN8559'(NORTH LECANTO HIGHWAY) FOR 0.85 MI (1.4 KM) TO THE MARK ON THE RIGHT,
 DN8559'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 25.6 FT (7.8 M) WITH
 DN8559'AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DN8559'FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 491 (NORTH LECANTO
 DN8559'HIGHWAY).
 DN8559'
 DN8559'LOCATED 55.6 FT (16.9 M) SOUTH-SOUTHWEST OF SURVEY MARK 20075 B, 29.3
 DN8559'FT (8.9 M) EAST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 DN8559'491 (NORTH LECANTO HIGHWAY) NORTHBOUND LANES, 14.6 FT (4.5 M)
 DN8559'SOUTH-SOUTHWEST OF THE SOUTHERNMOST CONCRETE DRIVEWAY COLUMN, 1.6 FT
 DN8559'(0.5 M) WEST-NORTHWEST OF A WOODEN FENCE CORNER POST AND 1.4 FT (0.4
 DN8559'M) WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 DN8559'
 DN8559'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8559'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8560 ***********************************************************************
 DN8560  DESIGNATION -  20075 B
 DN8560  PID         -  DN8560
 DN8560  STATE/COUNTY-  FL/CITRUS
 DN8560  COUNTRY     -  US
 DN8560  USGS QUAD   -  HOLDER (2018)
 DN8560
 DN8560                         *CURRENT SURVEY CONTROL
 DN8560  ______________________________________________________________________
 DN8560* NAD 83(1986) POSITION- 28 54 13.0    (N) 082 28 42.8    (W)   HD_HELD2
 DN8560* NAVD 88 ORTHO HEIGHT -    20.663 (meters)       67.79  (feet) ADJUSTED
 DN8560  ______________________________________________________________________
 DN8560  GEOID HEIGHT    -        -27.339 (meters)                     GEOID18
 DN8560  DYNAMIC HEIGHT  -         20.634 (meters)       67.70  (feet) COMP
 DN8560  MODELED GRAVITY -    979,226.0   (mgal)                       NAVD 88
 DN8560
 DN8560  VERT ORDER      -  SECOND    CLASS I
 DN8560
 DN8560.The horizontal coordinates were established by autonomous hand held GPS
 DN8560.observations and have an estimated accuracy of +/- 10 meters.
 DN8560
 DN8560.The orthometric height was determined by differential leveling and
 DN8560.adjusted by the NATIONAL GEODETIC SURVEY
 DN8560.in July 2012.
 DN8560
 DN8560.No vertical observational check was made to the station.
 DN8560
 DN8560.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8560.GEOID18 height accuracy estimate available here.
 DN8560
 DN8560.Click photographs - Photos may exist for this station.
 DN8560
 DN8560.The dynamic height is computed by dividing the NAVD 88
 DN8560.geopotential number by the normal gravity value computed on the
 DN8560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8560.degrees latitude (g = 980.6199 gals.).
 DN8560
 DN8560.The modeled gravity was interpolated from observed gravity values.
 DN8560
 DN8560;                    North         East    Units  Estimated Accuracy
 DN8560;SPC FL W     -   506,442.      153,329.      MT  (+/- 10 meters HH2 GPS)
 DN8560
 DN8560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5584698205(NAD 83)
 DN8560
 DN8560                          SUPERSEDED SURVEY CONTROL
 DN8560
 DN8560.No superseded survey control is available for this station.
 DN8560
 DN8560_MARKER: DD = SURVEY DISK
 DN8560_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8560_STAMPING: 20075 B 2010
 DN8560_MARK LOGO: SWFWMD
 DN8560_PROJECTION: FLUSH
 DN8560_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8560_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8560+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DN8560_ROD/PIPE-DEPTH: 6.6 meters
 DN8560
 DN8560  HISTORY     - Date     Condition        Report By
 DN8560  HISTORY     - 20101201 MONUMENTED       FLDEP
 DN8560
 DN8560                          STATION DESCRIPTION
 DN8560
 DN8560'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN8560'THE MARK IS ABOUT 6.9 MI (11.1 KM) EAST OF CRYSTAL RIVER, 5.6 MI (9.0
 DN8560'KM) SOUTHWEST OF HOLDER, 3.6 MI (5.8 KM) NORTH OF LECANTO, IN SECTION
 DN8560'22, TOWNSHIP 18 SOUTH, RANGE 18 EAST.
 DN8560'
 DN8560'TO REACH THE MARK FROM THE INTERSECTION OF WEST NORVELL BRYANT HIGHWAY
 DN8560'(COUNTY ROAD 486) AND COUNTY ROAD 491 (NORTH LECANTO HIGHWAY) ABOUT
 DN8560'2.8 MI (4.5 KM) NORTH OF LECANTO, GO NORTHEAST ON COUNTY ROAD 491
 DN8560'(NORTH LECANTO HIGHWAY) FOR 0.85 MI (1.4 KM) TO THE MARK ON THE RIGHT,
 DN8560'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 21.7 FT (6.6 M) WITH
 DN8560'AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DN8560'FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 491 (NORTH LECANTO
 DN8560'HIGHWAY).
 DN8560'
 DN8560'LOCATED 55.6 FT (16.9 M) NORTH-NORTHEAST OF SURVEY MARK 20075 A, 29.4
 DN8560'FT (9.0 M) EAST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 DN8560'491 (NORTH LECANTO HIGHWAY) NORTHBOUND LANES, 15.0 FT (4.6 M)
 DN8560'NORTH-NORTHWEST OF THE NORTHERNMOST CONCRETE DRIVEWAY COLUMN, 1.9 FT
 DN8560'(0.6 M) WEST-NORTHWEST OF A WOODEN FENCE CORNER POST AND 0.9 FT (27
 DN8560'CM) WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 DN8560'
 DN8560'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8560'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN4776 ***********************************************************************
 DN4776  DESIGNATION -  20084 A
 DN4776  PID         -  DN4776
 DN4776  STATE/COUNTY-  FL/CITRUS
 DN4776  COUNTRY     -  US
 DN4776  USGS QUAD   -  CRYSTAL RIVER (2018)
 DN4776
 DN4776                         *CURRENT SURVEY CONTROL
 DN4776  ______________________________________________________________________
 DN4776* NAD 83(1986) POSITION- 28 52 35.6    (N) 082 34 17.3    (W)   HD_HELD2
 DN4776* NAVD 88 ORTHO HEIGHT -     1.532 (meters)        5.03  (feet) ADJUSTED
 DN4776  ______________________________________________________________________
 DN4776  GEOID HEIGHT    -        -27.254 (meters)                     GEOID18
 DN4776  DYNAMIC HEIGHT  -          1.530 (meters)        5.02  (feet) COMP
 DN4776  MODELED GRAVITY -    979,224.2   (mgal)                       NAVD 88
 DN4776
 DN4776  VERT ORDER      -  FIRST     CLASS II
 DN4776
 DN4776.The horizontal coordinates were established by autonomous hand held GPS
 DN4776.observations and have an estimated accuracy of +/- 10 meters.
 DN4776
 DN4776.The orthometric height was determined by differential leveling and
 DN4776.adjusted by the NATIONAL GEODETIC SURVEY
 DN4776.in June 2012.
 DN4776
 DN4776.No vertical observational check was made to the station.
 DN4776
 DN4776.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4776.GEOID18 height accuracy estimate available here.
 DN4776
 DN4776.Click photographs - Photos may exist for this station.
 DN4776
 DN4776.The dynamic height is computed by dividing the NAVD 88
 DN4776.geopotential number by the normal gravity value computed on the
 DN4776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4776.degrees latitude (g = 980.6199 gals.).
 DN4776
 DN4776.The modeled gravity was interpolated from observed gravity values.
 DN4776
 DN4776;                    North         East    Units  Estimated Accuracy
 DN4776;SPC FL W     -   503,483.      144,253.      MT  (+/- 10 meters HH2 GPS)
 DN4776
 DN4776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4674695324(NAD 83)
 DN4776
 DN4776                          SUPERSEDED SURVEY CONTROL
 DN4776
 DN4776.No superseded survey control is available for this station.
 DN4776
 DN4776_MARKER: DD = SURVEY DISK
 DN4776_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4776_STAMPING: 20084 A 2010
 DN4776_MARK LOGO: SWFWMD
 DN4776_PROJECTION: FLUSH
 DN4776_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4776_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4776+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2010
 DN4776_ROD/PIPE-DEPTH: 7.3 meters
 DN4776
 DN4776  HISTORY     - Date     Condition        Report By
 DN4776  HISTORY     - 20101205 MONUMENTED       FLDEP
 DN4776
 DN4776                          STATION DESCRIPTION
 DN4776
 DN4776'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN4776'THE MARK IS ABOUT 6.3 MI (10.1 KM) NORTHEAST OF OZELLO, 5.4 MI (8.7
 DN4776'KM) WEST-NORTHWEST OF LECANTO, 2.2 MI (3.5 KM) SOUTHEAST OF CRYSTAL
 DN4776'RIVER, IN SECTION 27, TOWNSHIP 18 SOUTH, RANGE 17 EAST.
 DN4776'
 DN4776'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROAD
 DN4776'44 IN CRYSTAL RIVER, GO SOUTH ON U.S. HIGHWAY 19 FOR 1.4 MI (2.3 KM)
 DN4776'TO THE JUNCTION OF MAYO DRIVE ON THE LEFT.  TURN LEFT ON MAYO DRIVE
 DN4776'AND GO EAST FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF LORRI TERRACE ON
 DN4776'THE RIGHT.  TURN RIGHT ON LORRI TERRACE AND GO SOUTH FOR 0.15 MI (0.2
 DN4776'KM) TO THE T-JUNCTION OF ANNA GAIL LANE.  TURN LEFT ON ANNA GAIL LANE
 DN4776'AND GO EAST FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF A DIRT ROAD ON THE
 DN4776'RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTH AND EAST FOR 0.05 MI
 DN4776'(0.1 KM) TO A DEAD END WELL SITE AND THE MARK, AN ALUMINUM ROD DRIVEN
 DN4776'TO REFUSAL AT A DEPTH OF 24.1 FT (7.3 M) WITH AN ALUMINUM DISK ENCASED
 DN4776'IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE
 DN4776'DIRT ROAD.
 DN4776'
 DN4776'LOCATED 45.7 FT (13.9 M) NORTH OF SURVEY MARK 20084 B, 23.0 FT (7.0 M)
 DN4776'NORTH OF THE NORTHERNMOST MONITORING WELL, 8.0 FT (2.4 M) SOUTH OF THE
 DN4776'APPROXIMATE CENTERLINE OF A DIRT DRIVEWAY, 1.7 FT (0.5 M)
 DN4776'EAST-SOUTHEAST OF A HOG WIRE FENCE CORNER POST AND 1.2 FT (0.4 M) EAST
 DN4776'OF A CARSONITE WITNESS POST.
 DN4776'
 DN4776'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN4776'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN4777 ***********************************************************************
 DN4777  DESIGNATION -  20084 B
 DN4777  PID         -  DN4777
 DN4777  STATE/COUNTY-  FL/CITRUS
 DN4777  COUNTRY     -  US
 DN4777  USGS QUAD   -  CRYSTAL RIVER (2018)
 DN4777
 DN4777                         *CURRENT SURVEY CONTROL
 DN4777  ______________________________________________________________________
 DN4777* NAD 83(1986) POSITION- 28 52 35.3    (N) 082 34 17.1    (W)   HD_HELD2
 DN4777* NAVD 88 ORTHO HEIGHT -     1.555 (meters)        5.10  (feet) ADJUSTED
 DN4777  ______________________________________________________________________
 DN4777  GEOID HEIGHT    -        -27.254 (meters)                     GEOID18
 DN4777  DYNAMIC HEIGHT  -          1.553 (meters)        5.10  (feet) COMP
 DN4777  MODELED GRAVITY -    979,224.2   (mgal)                       NAVD 88
 DN4777
 DN4777  VERT ORDER      -  FIRST     CLASS II
 DN4777
 DN4777.The horizontal coordinates were established by autonomous hand held GPS
 DN4777.observations and have an estimated accuracy of +/- 10 meters.
 DN4777
 DN4777.The orthometric height was determined by differential leveling and
 DN4777.adjusted by the NATIONAL GEODETIC SURVEY
 DN4777.in June 2012.
 DN4777
 DN4777.No vertical observational check was made to the station.
 DN4777
 DN4777.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4777.GEOID18 height accuracy estimate available here.
 DN4777
 DN4777.Click photographs - Photos may exist for this station.
 DN4777
 DN4777.The dynamic height is computed by dividing the NAVD 88
 DN4777.geopotential number by the normal gravity value computed on the
 DN4777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4777.degrees latitude (g = 980.6199 gals.).
 DN4777
 DN4777.The modeled gravity was interpolated from observed gravity values.
 DN4777
 DN4777;                    North         East    Units  Estimated Accuracy
 DN4777;SPC FL W     -   503,474.      144,258.      MT  (+/- 10 meters HH2 GPS)
 DN4777
 DN4777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4675295314(NAD 83)
 DN4777
 DN4777                          SUPERSEDED SURVEY CONTROL
 DN4777
 DN4777.No superseded survey control is available for this station.
 DN4777
 DN4777_MARKER: DD = SURVEY DISK
 DN4777_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4777_STAMPING: 20084 B 2010
 DN4777_MARK LOGO: SWFWMD
 DN4777_PROJECTION: FLUSH
 DN4777_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4777+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2010
 DN4777_ROD/PIPE-DEPTH: 3.7 meters
 DN4777
 DN4777  HISTORY     - Date     Condition        Report By
 DN4777  HISTORY     - 20101205 MONUMENTED       FLDEP
 DN4777
 DN4777                          STATION DESCRIPTION
 DN4777
 DN4777'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN4777'THE MARK IS ABOUT 6.3 MI (10.1 KM) NORTHEAST OF OZELLO, 5.4 MI (8.7
 DN4777'KM) WEST-NORTHWEST OF LECANTO, 2.2 MI (3.5 KM) SOUTHEAST OF CRYSTAL
 DN4777'RIVER, IN SECTION 27, TOWNSHIP 18 SOUTH, RANGE 17 EAST.
 DN4777'
 DN4777'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 AND STATE ROAD
 DN4777'44 IN CRYSTAL RIVER, GO SOUTH ON U.S. HIGHWAY 19 FOR 1.4 MI (2.3 KM)
 DN4777'TO THE JUNCTION OF MAYO DRIVE ON THE LEFT.  TURN LEFT ON MAYO DRIVE
 DN4777'AND GO EAST FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF LORRI TERRACE ON
 DN4777'THE RIGHT.  TURN RIGHT ON LORRI TERRACE AND GO SOUTH FOR 0.15 MI (0.2
 DN4777'KM) TO THE T-JUNCTION OF ANNA GAIL LANE.  TURN LEFT ON ANNA GAIL LANE
 DN4777'AND GO EAST FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF A DIRT ROAD ON THE
 DN4777'RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTH AND EAST FOR 0.05 MI
 DN4777'(0.1 KM) TO A DEAD END WELL SITE AND THE MARK, AN ALUMINUM ROD DRIVEN
 DN4777'TO REFUSAL AT A DEPTH OF 12.3 FT (3.7 M) WITH AN ALUMINUM DISK ENCASED
 DN4777'IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE
 DN4777'DIRT ROAD.
 DN4777'
 DN4777'LOCATED 54.1 FT (16.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A DIRT
 DN4777'DRIVEWAY, 45.7 FT (13.9 M) SOUTH OF SURVEY MARK 20084 A, 17.5 FT (5.3
 DN4777'M) SOUTH OF THE SOUTHERNMOST MONITORING WELL, 3.0 FT (0.9 M) EAST OF A
 DN4777'HOG WIRE FENCE AND 2.7 FT (0.8 M) EAST OF A CARSONITE WITNESS POST.
 DN4777'
 DN4777'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN4777'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0158 ***********************************************************************
 AG0158  DESIGNATION -  201
 AG0158  PID         -  AG0158
 AG0158  STATE/COUNTY-  FL/PINELLAS
 AG0158  COUNTRY     -  US
 AG0158  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0158
 AG0158                         *CURRENT SURVEY CONTROL
 AG0158  ______________________________________________________________________
 AG0158* NAD 83(1986) POSITION- 27 44 58.59   (N) 082 44 39.90   (W)   HD_HELD1
 AG0158* NAVD 88 ORTHO HEIGHT -     3.408 (meters)       11.18  (feet) ADJUSTED
 AG0158  ______________________________________________________________________
 AG0158  GEOID HEIGHT    -        -24.363 (meters)                     GEOID18
 AG0158  DYNAMIC HEIGHT  -          3.403 (meters)       11.16  (feet) COMP
 AG0158  MODELED GRAVITY -    979,174.5   (mgal)                       NAVD 88
 AG0158
 AG0158  VERT ORDER      -  SECOND    CLASS II
 AG0158
 AG0158.The horizontal coordinates were determined by differentially corrected
 AG0158.hand held GPS observations or other comparable positioning techniques
 AG0158.and have an estimated accuracy of +/- 3 meters.
 AG0158
 AG0158.The orthometric height was determined by differential leveling and
 AG0158.adjusted by the NATIONAL GEODETIC SURVEY
 AG0158.in June 1991.
 AG0158
 AG0158.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0158.GEOID18 height accuracy estimate available here.
 AG0158
 AG0158.Click photographs - Photos may exist for this station.
 AG0158
 AG0158.The dynamic height is computed by dividing the NAVD 88
 AG0158.geopotential number by the normal gravity value computed on the
 AG0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0158.degrees latitude (g = 980.6199 gals.).
 AG0158
 AG0158.The modeled gravity was interpolated from observed gravity values.
 AG0158
 AG0158;                    North         East    Units  Estimated Accuracy
 AG0158;SPC FL W     -   378,684.8     126,612.4     MT  (+/- 3 meters HH1 GPS) 
 AG0158
 AG0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2807470684(NAD 83)
 AG0158
 AG0158                          SUPERSEDED SURVEY CONTROL
 AG0158
 AG0158  NGVD 29 (??/??/92)    3.683  (m)           12.08   (f) ADJ UNCH    2 2
 AG0158
 AG0158.Superseded values are not recommended for survey control.
 AG0158
 AG0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0158.See file dsdata.pdf to determine how the superseded data were derived.
 AG0158
 AG0158_MARKER: DD = SURVEY DISK
 AG0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0158_SP_SET: BRIDGE SIDEWALK
 AG0158_STAMPING: 201
 AG0158_MARK LOGO: FLHD
 AG0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0158
 AG0158  HISTORY     - Date     Condition        Report By
 AG0158  HISTORY     - UNK      MONUMENTED       FLHD
 AG0158  HISTORY     - 1976     GOOD             FLDT
 AG0158  HISTORY     - 1991     POOR             USPSQD
 AG0158  HISTORY     - 19990202 GOOD             USPSQD
 AG0158  HISTORY     - 20010331 GOOD             USPSQD
 AG0158  HISTORY     - 20080930 GOOD             PINCPW
 AG0158
 AG0158                          STATION DESCRIPTION
 AG0158
 AG0158'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0158'AT SOUTH PASADENA.
 AG0158'TO REACH THE STATION FROM THE JUNCTION OF 75TH AVE. (A19A/S.R.
 AG0158'690) AND GULF BLVD.  (A19A/S.R. 699) IN ST. PETERSBURG BEACH,
 AG0158'RUN EASTERLY AND NORTHEASTERLY ON S.R. 690 FOR 0.75 MILE (COREY
 AG0158'CAUSEWAY).  STATION ON LEFT, IN THE NW CORNER OF THE SOUTH BOUND
 AG0158'BRIDGE.  SET IN TOP OF THE CONCRETE SIDEWALK.  SECTION 25, T31S, R15E.
 AG0158
 AG0158                          STATION RECOVERY (1991)
 AG0158
 AG0158'RECOVERY NOTE BY US POWER SQUADRON 1991 (WF)
 AG0158'MARK RECOVERED IN POOR CONDITION.
 AG0158
 AG0158                          STATION RECOVERY (1999)
 AG0158
 AG0158'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0158'RECOVERED IN GOOD CONDITION.
 AG0158
 AG0158                          STATION RECOVERY (2001)
 AG0158
 AG0158'RECOVERY NOTE BY US POWER SQUADRON 2001
 AG0158'RECOVERED IN GOOD CONDITION.
 AG0158
 AG0158                          STATION RECOVERY (2008)
 AG0158
 AG0158'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7054 ***********************************************************************
 AG7054  DESIGNATION -  201 C OF SP
 AG7054  PID         -  AG7054
 AG7054  STATE/COUNTY-  FL/PINELLAS
 AG7054  COUNTRY     -  US
 AG7054  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7054
 AG7054                         *CURRENT SURVEY CONTROL
 AG7054  ______________________________________________________________________
 AG7054* NAD 83(1986) POSITION- 27 46 38.     (N) 082 43 14.     (W)   SCALED
 AG7054* NAVD 88 ORTHO HEIGHT -     5.700 (meters)       18.70  (feet) ADJUSTED
 AG7054  ______________________________________________________________________
 AG7054  GEOID HEIGHT    -        -24.421 (meters)                     GEOID18
 AG7054  DYNAMIC HEIGHT  -          5.691 (meters)       18.67  (feet) COMP
 AG7054  MODELED GRAVITY -    979,176.3   (mgal)                       NAVD 88
 AG7054
 AG7054  VERT ORDER      -  SECOND    CLASS II
 AG7054
 AG7054.The horizontal coordinates were scaled from a map and have
 AG7054.an estimated accuracy of +/- 6 seconds.
 AG7054
 AG7054.The orthometric height was determined by differential leveling and
 AG7054.adjusted by the NATIONAL GEODETIC SURVEY
 AG7054.in June 1991.
 AG7054
 AG7054.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7054.GEOID18 height accuracy estimate available here.
 AG7054
 AG7054.Click photographs - Photos may exist for this station.
 AG7054
 AG7054.The dynamic height is computed by dividing the NAVD 88
 AG7054.geopotential number by the normal gravity value computed on the
 AG7054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7054.degrees latitude (g = 980.6199 gals.).
 AG7054
 AG7054.The modeled gravity was interpolated from observed gravity values.
 AG7054
 AG7054;                    North         East    Units  Estimated Accuracy
 AG7054;SPC FL W     -   381,730.      128,980.      MT  (+/- 180 meters Scaled)
 AG7054
 AG7054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL304737(NAD 83)
 AG7054
 AG7054                          SUPERSEDED SURVEY CONTROL
 AG7054
 AG7054  NGVD 29 (??/??/92)    5.969  (m)           19.58   (f) ADJ UNCH    2 2
 AG7054
 AG7054.Superseded values are not recommended for survey control.
 AG7054
 AG7054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7054.See file dsdata.pdf to determine how the superseded data were derived.
 AG7054
 AG7054_MARKER: DB = BENCH MARK DISK
 AG7054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7054_PROJECTION: FLUSH
 AG7054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7054+STABILITY: SURFACE MOTION
 AG7054
 AG7054  HISTORY     - Date     Condition        Report By
 AG7054  HISTORY     - UNK      MONUMENTED       FL2730
 AG7054  HISTORY     - 1977     GOOD             FL-103
 AG7054  HISTORY     - 19980205 GOOD             USPSQD
 AG7054  HISTORY     - 20081015 GOOD             PINCPW
 AG7054
 AG7054                          STATION DESCRIPTION
 AG7054
 AG7054'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7054'IN ST PETERSBURG.
 AG7054'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7054'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN WESTERLY ON SR
 AG7054'595 FOR 0.40 MILE TO THE INTERSECTION OF 62ND ST. N. STATION ON LEFT,
 AG7054'S.W. CORNER, 48.4 FT. SOUTH OF THE CENTERLINE OF 5TH AVE. N., 29.3 FT.
 AG7054'WEST OF THE CENTERLINE OF 62ND ST. N., 53.3 FT. N.E. OF THE NE.E.
 AG7054'CORNER OF A ONE STORY FRAME HOUSE 6200 5TH AVE. N., 84.8 FT. EAST OF A
 AG7054'30 INCH PINE TREE, 16.7 FT. N.E. OF A 6 INCH EVERGREEN TREE, 7.7 FT.
 AG7054'S.W. OF AN 8 INCH PALM TREE. SET IN THE TOP OF A CONCRETE POST THAT
 AG7054'IS FLUSH WITH THE GROUND.  NO STAMPING.
 AG7054
 AG7054                          STATION RECOVERY (1998)
 AG7054
 AG7054'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7054'RECOVERED IN GOOD CONDITION.
 AG7054
 AG7054                          STATION RECOVERY (2008)
 AG7054
 AG7054'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (CB)
 AG7054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5469 ***********************************************************************
 DN5469  DESIGNATION -  20120 A
 DN5469  PID         -  DN5469
 DN5469  STATE/COUNTY-  FL/HERNANDO
 DN5469  COUNTRY     -  US
 DN5469  USGS QUAD   -  CHASSAHOWITZKA (2018)
 DN5469
 DN5469                         *CURRENT SURVEY CONTROL
 DN5469  ______________________________________________________________________
 DN5469* NAD 83(1986) POSITION- 28 39 29.6    (N) 082 33 12.1    (W)   HD_HELD2
 DN5469* NAVD 88 ORTHO HEIGHT -     4.245 (meters)       13.93  (feet) ADJUSTED
 DN5469  ______________________________________________________________________
 DN5469  GEOID HEIGHT    -        -26.768 (meters)                     GEOID18
 DN5469  DYNAMIC HEIGHT  -          4.239 (meters)       13.91  (feet) COMP
 DN5469  MODELED GRAVITY -    979,213.3   (mgal)                       NAVD 88
 DN5469
 DN5469  VERT ORDER      -  FIRST     CLASS II
 DN5469
 DN5469.The horizontal coordinates were established by autonomous hand held GPS
 DN5469.observations and have an estimated accuracy of +/- 10 meters.
 DN5469
 DN5469.The orthometric height was determined by differential leveling and
 DN5469.adjusted by the NATIONAL GEODETIC SURVEY
 DN5469.in June 2012.
 DN5469
 DN5469.No vertical observational check was made to the station.
 DN5469
 DN5469.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5469.GEOID18 height accuracy estimate available here.
 DN5469
 DN5469.Click photographs - Photos may exist for this station.
 DN5469
 DN5469.The dynamic height is computed by dividing the NAVD 88
 DN5469.geopotential number by the normal gravity value computed on the
 DN5469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5469.degrees latitude (g = 980.6199 gals.).
 DN5469
 DN5469.The modeled gravity was interpolated from observed gravity values.
 DN5469
 DN5469;                    North         East    Units  Estimated Accuracy
 DN5469;SPC FL W     -   479,277.      145,907.      MT  (+/- 10 meters HH2 GPS)
 DN5469
 DN5469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4819771107(NAD 83)
 DN5469
 DN5469                          SUPERSEDED SURVEY CONTROL
 DN5469
 DN5469.No superseded survey control is available for this station.
 DN5469
 DN5469_MARKER: DD = SURVEY DISK
 DN5469_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5469_STAMPING: 20120 A 2011
 DN5469_MARK LOGO: SWFWMD
 DN5469_PROJECTION: FLUSH
 DN5469_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5469_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5469+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2011
 DN5469_ROD/PIPE-DEPTH: 5.8 meters
 DN5469
 DN5469  HISTORY     - Date     Condition        Report By
 DN5469  HISTORY     - 20110109 MONUMENTED       FLDEP
 DN5469
 DN5469                          STATION DESCRIPTION
 DN5469
 DN5469'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5469'THE MARK IS ABOUT 9.5 MI (15.3 KM) NORTHEAST OF BAYPORT, 9.3 MI (15.0
 DN5469'KM) SOUTH-SOUTHEAST OF HOMOSASSA, 4.0 MI (6.4 KM) SOUTH-SOUTHEAST OF
 DN5469'CHASSAHOWITZKA, IN SECTION 13, TOWNSHIP 21 SOUTH, RANGE 17 EAST.
 DN5469'
 DN5469'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN5469'WAY) AND COUNTY ROAD 476 (CENTRALIA ROAD) ABOUT 6.5 MI (10.5 KM) NORTH
 DN5469'OF WEEKI WACHEE, GO NORTH ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 3.05
 DN5469'MI (4.9 KM) TO THE INTERSECTION OF THRASHER AVENUE ON THE RIGHT AND
 DN5469'INDIGO LANE ON THE LEFT.  TURN LEFT ON INDIGO LANE AND GO WEST FOR
 DN5469'ABOUT 100.0 FT (30.5 M) TO A WELL SITE ON THE RIGHT AND THE MARK ON
 DN5469'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.0 FT
 DN5469'(5.8 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM)
 DN5469'PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH INDIGO LANE.
 DN5469'
 DN5469'LOCATED 67.6 FT (20.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF INDIGO
 DN5469'LANE, 63.0 FT (19.2 M) SOUTH-SOUTHWEST OF SURVEY MARK 20120 B, 34.1 FT
 DN5469'(10.4 M) WEST OF THE APPROXIMATE CENTERLINE OF THE WELL SITE DRIVEWAY,
 DN5469'31.3 FT (9.5 M) SOUTHWEST OF WELL HEAD 20120 AND 1.8 FT (0.5 M) EAST
 DN5469'OF A CARSONITE WITNESS POST.
 DN5469'
 DN5469'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN5469'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5470 ***********************************************************************
 DN5470  DESIGNATION -  20120 B
 DN5470  PID         -  DN5470
 DN5470  STATE/COUNTY-  FL/HERNANDO
 DN5470  COUNTRY     -  US
 DN5470  USGS QUAD   -  CHASSAHOWITZKA (2018)
 DN5470
 DN5470                         *CURRENT SURVEY CONTROL
 DN5470  ______________________________________________________________________
 DN5470* NAD 83(1986) POSITION- 28 39 30.1    (N) 082 33 11.4    (W)   HD_HELD2
 DN5470* NAVD 88 ORTHO HEIGHT -     4.502 (meters)       14.77  (feet) ADJUSTED
 DN5470  ______________________________________________________________________
 DN5470  GEOID HEIGHT    -        -26.768 (meters)                     GEOID18
 DN5470  DYNAMIC HEIGHT  -          4.495 (meters)       14.75  (feet) COMP
 DN5470  MODELED GRAVITY -    979,213.3   (mgal)                       NAVD 88
 DN5470
 DN5470  VERT ORDER      -  FIRST     CLASS II
 DN5470
 DN5470.The horizontal coordinates were established by autonomous hand held GPS
 DN5470.observations and have an estimated accuracy of +/- 10 meters.
 DN5470
 DN5470.The orthometric height was determined by differential leveling and
 DN5470.adjusted by the NATIONAL GEODETIC SURVEY
 DN5470.in June 2012.
 DN5470
 DN5470.No vertical observational check was made to the station.
 DN5470
 DN5470.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5470.GEOID18 height accuracy estimate available here.
 DN5470
 DN5470.Click photographs - Photos may exist for this station.
 DN5470
 DN5470.The dynamic height is computed by dividing the NAVD 88
 DN5470.geopotential number by the normal gravity value computed on the
 DN5470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5470.degrees latitude (g = 980.6199 gals.).
 DN5470
 DN5470.The modeled gravity was interpolated from observed gravity values.
 DN5470
 DN5470;                    North         East    Units  Estimated Accuracy
 DN5470;SPC FL W     -   479,293.      145,926.      MT  (+/- 10 meters HH2 GPS)
 DN5470
 DN5470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4821671122(NAD 83)
 DN5470
 DN5470                          SUPERSEDED SURVEY CONTROL
 DN5470
 DN5470.No superseded survey control is available for this station.
 DN5470
 DN5470_MARKER: DD = SURVEY DISK
 DN5470_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5470_STAMPING: 20120 B 2011
 DN5470_MARK LOGO: SWFWMD
 DN5470_PROJECTION: FLUSH
 DN5470_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5470+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2011
 DN5470_ROD/PIPE-DEPTH: 4.1 meters
 DN5470
 DN5470  HISTORY     - Date     Condition        Report By
 DN5470  HISTORY     - 20110109 MONUMENTED       FLDEP
 DN5470
 DN5470                          STATION DESCRIPTION
 DN5470
 DN5470'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5470'THE MARK IS ABOUT 9.5 MI (15.2 KM) NORTHEAST OF BAYPORT, 9.3 MI (14.9
 DN5470'KM) SOUTH-SOUTHEAST OF HOMOSASSA, 4.0 MI (6.4 KM) SOUTH-SOUTHEAST OF
 DN5470'CHASSAHOWITZKA, IN SECTION 13, TOWNSHIP 21 SOUTH, RANGE 17 EAST.
 DN5470'
 DN5470'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN5470'WAY) AND COUNTY ROAD 476 (CENTRALIA ROAD) ABOUT 6.5 MI (10.5 KM) NORTH
 DN5470'OF WEEKI WACHEE, GO NORTH ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 3.05
 DN5470'MI (4.9 KM) TO THE INTERSECTION OF THRASHER AVENUE ON THE RIGHT AND
 DN5470'INDIGO LANE ON THE LEFT, TURN LEFT ON INDIGO LANE AND GO WEST FOR
 DN5470'ABOUT 100.0 FT (30.5 M) TO A WELL SITE ON THE RIGHT AND THE MARK ON
 DN5470'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 13.5 FT
 DN5470'(4.1 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM)
 DN5470'PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH INDIGO LANE.
 DN5470'
 DN5470'LOCATED 123.0 FT (37.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DN5470'INDIGO LANE, 63.0 FT (19.2 M) NORTH-NORTHEAST OF SURVEY MARK 20120 A,
 DN5470'18.6 FT (5.7 M) WEST OF THE APPROXIMATE CENTERLINE OF THE WELL SITE
 DN5470'DRIVEWAY, 11.3 FT (3.4 M) NORTHWEST OF WELL HEAD 20121 AND 3.2 FT (1.0
 DN5470'M) EAST OF A CARSONITE WITNESS POST.
 DN5470'
 DN5470'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN5470'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5472 ***********************************************************************
 DN5472  DESIGNATION -  20123 A
 DN5472  PID         -  DN5472
 DN5472  STATE/COUNTY-  FL/HERNANDO
 DN5472  COUNTRY     -  US
 DN5472  USGS QUAD   -  CHASSAHOWITZKA (2018)
 DN5472
 DN5472                         *CURRENT SURVEY CONTROL
 DN5472  ______________________________________________________________________
 DN5472* NAD 83(1986) POSITION- 28 39 57.0    (N) 082 34 25.7    (W)   HD_HELD2
 DN5472* NAVD 88 ORTHO HEIGHT -     7.350 (meters)       24.11  (feet) ADJUSTED
 DN5472  ______________________________________________________________________
 DN5472  GEOID HEIGHT    -        -26.770 (meters)                     GEOID18
 DN5472  DYNAMIC HEIGHT  -          7.339 (meters)       24.08  (feet) COMP
 DN5472  MODELED GRAVITY -    979,215.1   (mgal)                       NAVD 88
 DN5472
 DN5472  VERT ORDER      -  FIRST     CLASS II
 DN5472
 DN5472.The horizontal coordinates were established by autonomous hand held GPS
 DN5472.observations and have an estimated accuracy of +/- 10 meters.
 DN5472
 DN5472.The orthometric height was determined by differential leveling and
 DN5472.adjusted by the NATIONAL GEODETIC SURVEY
 DN5472.in June 2012.
 DN5472
 DN5472.No vertical observational check was made to the station.
 DN5472
 DN5472.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5472.GEOID18 height accuracy estimate available here.
 DN5472
 DN5472.Click photographs - Photos may exist for this station.
 DN5472
 DN5472.The dynamic height is computed by dividing the NAVD 88
 DN5472.geopotential number by the normal gravity value computed on the
 DN5472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5472.degrees latitude (g = 980.6199 gals.).
 DN5472
 DN5472.The modeled gravity was interpolated from observed gravity values.
 DN5472
 DN5472;                    North         East    Units  Estimated Accuracy
 DN5472;SPC FL W     -   480,130.      143,913.      MT  (+/- 10 meters HH2 GPS)
 DN5472
 DN5472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4621071977(NAD 83)
 DN5472
 DN5472                          SUPERSEDED SURVEY CONTROL
 DN5472
 DN5472.No superseded survey control is available for this station.
 DN5472
 DN5472_MARKER: DD = SURVEY DISK
 DN5472_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5472_STAMPING: 20123 A 2011
 DN5472_MARK LOGO: SWFWMD
 DN5472_PROJECTION: FLUSH
 DN5472_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5472+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2011
 DN5472_ROD/PIPE-DEPTH: 10.5 meters
 DN5472
 DN5472  HISTORY     - Date     Condition        Report By
 DN5472  HISTORY     - 20110121 MONUMENTED       FLDEP
 DN5472
 DN5472                          STATION DESCRIPTION
 DN5472
 DN5472'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5472'THE MARK IS ABOUT 9.3 MI (15.0 KM) NORTH-NORTHEAST OF BAYPORT, 8.3 MI
 DN5472'(13.4 KM) SOUTH-SOUTHEAST OF HOMOSASSA, 3.2 MI (5.1 KM) SOUTH OF
 DN5472'CHASSAHOWITZKA, IN SECTION 11, TOWNSHIP 21 SOUTH, RANGE 17 EAST.
 DN5472'
 DN5472'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN5472'WAY) AND COUNTY ROAD 476 (CENTRALIA ROAD) ABOUT 6.5 MI (10.5 KM) NORTH
 DN5472'OF WEEKI WACHEE, GO NORTH ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 3.05
 DN5472'MI (4.9 KM) TO THE INTERSECTION OF THRASHER AVENUE ON THE RIGHT AND
 DN5472'INDIGO LANE ON THE LEFT.  TURN LEFT ON INDIGO LANE AND GO WEST FOR
 DN5472'1.05 MI (1.7 KM) TO THE INTERSECTION OF NORTH ROAD.  TURN RIGHT ON
 DN5472'NORTH ROAD AND GO NORTH FOR 0.85 MI (1.4 KM) TO THE INTERSECTION OF A
 DN5472'DIRT ROAD.  TURN LEFT ON THE DIRT ROAD AND GO SOUTHWEST FOR 0.15 MI
 DN5472'(0.2 KM) TO A SMALL HILL, A WELL SITE ON THE LEFT AND THE MARK ON THE
 DN5472'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 34.6 FT (10.5 M)
 DN5472'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DN5472'PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE WELL SITE TRAIL.
 DN5472'
 DN5472'LOCATED 99.6 FT (30.4 M) NORTHEAST OF A RED STEEL WELL HEAD, 94.2 FT
 DN5472'(28.7 M) EAST OF SURVEY MARK 20123 B, 41.8 FT (12.7 M) EAST OF WELL
 DN5472'HEAD 20124, 31.0 FT (9.4 M) SOUTH-SOUTHEAST OF A TREE WITH A DRIVE
 DN5472'SAFELY SIGN ATTACHED AND 1.1 FT (0.3 M) WEST OF A CARSONITE WITNESS
 DN5472'POST.
 DN5472'
 DN5472'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN5472'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5473 ***********************************************************************
 DN5473  DESIGNATION -  20123 B
 DN5473  PID         -  DN5473
 DN5473  STATE/COUNTY-  FL/HERNANDO
 DN5473  COUNTRY     -  US
 DN5473  USGS QUAD   -  CHASSAHOWITZKA (2018)
 DN5473
 DN5473                         *CURRENT SURVEY CONTROL
 DN5473  ______________________________________________________________________
 DN5473* NAD 83(1986) POSITION- 28 39 56.9    (N) 082 34 27.1    (W)   HD_HELD2
 DN5473* NAVD 88 ORTHO HEIGHT -     6.763 (meters)       22.19  (feet) ADJUSTED
 DN5473  ______________________________________________________________________
 DN5473  GEOID HEIGHT    -        -26.769 (meters)                     GEOID18
 DN5473  DYNAMIC HEIGHT  -          6.753 (meters)       22.16  (feet) COMP
 DN5473  MODELED GRAVITY -    979,215.1   (mgal)                       NAVD 88
 DN5473
 DN5473  VERT ORDER      -  FIRST     CLASS II
 DN5473
 DN5473.The horizontal coordinates were established by autonomous hand held GPS
 DN5473.observations and have an estimated accuracy of +/- 10 meters.
 DN5473
 DN5473.The orthometric height was determined by differential leveling and
 DN5473.adjusted by the NATIONAL GEODETIC SURVEY
 DN5473.in June 2012.
 DN5473
 DN5473.No vertical observational check was made to the station.
 DN5473
 DN5473.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5473.GEOID18 height accuracy estimate available here.
 DN5473
 DN5473.Click photographs - Photos may exist for this station.
 DN5473
 DN5473.The dynamic height is computed by dividing the NAVD 88
 DN5473.geopotential number by the normal gravity value computed on the
 DN5473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5473.degrees latitude (g = 980.6199 gals.).
 DN5473
 DN5473.The modeled gravity was interpolated from observed gravity values.
 DN5473
 DN5473;                    North         East    Units  Estimated Accuracy
 DN5473;SPC FL W     -   480,127.      143,875.      MT  (+/- 10 meters HH2 GPS)
 DN5473
 DN5473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4617271974(NAD 83)
 DN5473
 DN5473                          SUPERSEDED SURVEY CONTROL
 DN5473
 DN5473.No superseded survey control is available for this station.
 DN5473
 DN5473_MARKER: DD = SURVEY DISK
 DN5473_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5473_STAMPING: 20123 B 2011
 DN5473_MARK LOGO: SWFWMD
 DN5473_PROJECTION: FLUSH
 DN5473_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5473_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5473+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2011
 DN5473_ROD/PIPE-DEPTH: 13.0 meters
 DN5473
 DN5473  HISTORY     - Date     Condition        Report By
 DN5473  HISTORY     - 20110121 MONUMENTED       FLDEP
 DN5473
 DN5473                          STATION DESCRIPTION
 DN5473
 DN5473'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5473'THE MARK IS ABOUT 9.3 MI (15.0 KM) NORTH-NORTHEAST OF BAYPORT, 8.3 MI
 DN5473'(13.4 KM) SOUTH-SOUTHEAST OF HOMOSASSA, 3.2 MI (5.1 KM) SOUTH OF
 DN5473'CHASSAHOWITZKA, IN SECTION 11, TOWNSHIP 21 SOUTH, RANGE 17 EAST.
 DN5473'
 DN5473'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN5473'WAY) AND COUNTY ROAD 476 (CENTRALIA ROAD) ABOUT 6.5 MI (10.5 KM) NORTH
 DN5473'OF WEEKI WACHEE, GO NORTH ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 3.05
 DN5473'MI (4.9 KM) TO THE INTERSECTION OF THRASHER AVENUE ON THE RIGHT AND
 DN5473'INDIGO LANE ON THE LEFT.  TURN LEFT ON INDIGO LANE AND GO WEST FOR
 DN5473'1.05 MI (1.7 KM) TO THE INTERSECTION OF NORTH ROAD.  TURN RIGHT ON
 DN5473'NORTH ROAD AND GO NORTH FOR 0.85 MI (1.4 KM) TO THE INTERSECTION OF A
 DN5473'DIRT ROAD.  TURN LEFT ON THE DIRT ROAD AND GO SOUTHWEST FOR 0.15 MI
 DN5473'(0.2 KM) TO A SMALL HILL, A WELL SITE ON THE LEFT AND THE MARK ON THE
 DN5473'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 42.5 FT (13.0 M)
 DN5473'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DN5473'PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE WELL SITE TRAIL.
 DN5473'
 DN5473'LOCATED 94.2 FT (28.7 M) WEST OF SURVEY MARK 20123 A, 86.5 FT (26.4 M)
 DN5473'WEST-SOUTHWEST OF A TREE WITH A DRIVE SAFELY SIGN ATTACHED, 69.4 FT
 DN5473'(21.2 M) NORTH-NORTHEAST OF A RED STEEL WELL HEAD, 53.1 FT (16.2 M)
 DN5473'WEST OF WELL HEAD 20124 AND 1.2 FT (0.4 M) NORTHEAST OF A CARSONITE
 DN5473'WITNESS POST.
 DN5473'
 DN5473'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN5473'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0159 ***********************************************************************
 AG0159  DESIGNATION -  202
 AG0159  PID         -  AG0159
 AG0159  STATE/COUNTY-  FL/PINELLAS
 AG0159  COUNTRY     -  US
 AG0159  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0159
 AG0159                         *CURRENT SURVEY CONTROL
 AG0159  ______________________________________________________________________
 AG0159* NAD 83(1986) POSITION- 27 44 56.70   (N) 082 44 41.49   (W)   HD_HELD1
 AG0159* NAVD 88 ORTHO HEIGHT -     3.388 (meters)       11.12  (feet) ADJUSTED
 AG0159  ______________________________________________________________________
 AG0159  GEOID HEIGHT    -        -24.362 (meters)                     GEOID18
 AG0159  DYNAMIC HEIGHT  -          3.383 (meters)       11.10  (feet) COMP
 AG0159  MODELED GRAVITY -    979,174.5   (mgal)                       NAVD 88
 AG0159
 AG0159  VERT ORDER      -  SECOND    CLASS II
 AG0159
 AG0159.The horizontal coordinates were determined by differentially corrected
 AG0159.hand held GPS observations or other comparable positioning techniques
 AG0159.and have an estimated accuracy of +/- 3 meters.
 AG0159
 AG0159.The orthometric height was determined by differential leveling and
 AG0159.adjusted by the NATIONAL GEODETIC SURVEY
 AG0159.in June 1991.
 AG0159
 AG0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0159.GEOID18 height accuracy estimate available here.
 AG0159
 AG0159.Click photographs - Photos may exist for this station.
 AG0159
 AG0159.The dynamic height is computed by dividing the NAVD 88
 AG0159.geopotential number by the normal gravity value computed on the
 AG0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0159.degrees latitude (g = 980.6199 gals.).
 AG0159
 AG0159.The modeled gravity was interpolated from observed gravity values.
 AG0159
 AG0159;                    North         East    Units  Estimated Accuracy
 AG0159;SPC FL W     -   378,626.9     126,568.5     MT  (+/- 3 meters HH1 GPS) 
 AG0159
 AG0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2803070626(NAD 83)
 AG0159
 AG0159                          SUPERSEDED SURVEY CONTROL
 AG0159
 AG0159  NGVD 29 (??/??/92)    3.664  (m)           12.02   (f) ADJ UNCH    2 2
 AG0159
 AG0159.Superseded values are not recommended for survey control.
 AG0159
 AG0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0159.See file dsdata.pdf to determine how the superseded data were derived.
 AG0159
 AG0159_MARKER: DD = SURVEY DISK
 AG0159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0159_SP_SET: BRIDGE SIDEWALK
 AG0159_STAMPING: 202
 AG0159_MARK LOGO: FLHD
 AG0159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0159
 AG0159  HISTORY     - Date     Condition        Report By
 AG0159  HISTORY     - UNK      MONUMENTED       FLHD
 AG0159  HISTORY     - 1976     GOOD             FLDT
 AG0159  HISTORY     - 1991     GOOD             USPSQD
 AG0159  HISTORY     - 19990202 GOOD             USPSQD
 AG0159  HISTORY     - 20010331 GOOD             NGS
 AG0159  HISTORY     - 20080930 GOOD             PINCPW
 AG0159
 AG0159                          STATION DESCRIPTION
 AG0159
 AG0159'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0159'AT SOUTH PASADENA.
 AG0159'TO REACH THE STATION FROM THE JUNCTION OF 75TH AVE. (A19A/S.R.
 AG0159'690) AND GULF BLVD.  (A19A/S.R. 699) IN ST. PETERSBURG BEACH,
 AG0159'RUN EASTERLY AND NORTHEASTERLY ON S.R. 690 FOR 0.7 MILE.  STATION
 AG0159'ON LEFT, IN THE SW CORNER OF THE SOUTH BOUND BRIDGE (COREY
 AG0159'CAUSEWAY).  SET IN TOP OF CONCRETE SIDEWALK.  SECTION 36, T 31S,
 AG0159'R 15E.
 AG0159
 AG0159                          STATION RECOVERY (1991)
 AG0159
 AG0159'RECOVERY NOTE BY US POWER SQUADRON 1991 (FW)
 AG0159'RECOVERED IN GOOD CONDITION.
 AG0159
 AG0159                          STATION RECOVERY (1999)
 AG0159
 AG0159'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0159'RECOVERED IN GOOD CONDITION.
 AG0159
 AG0159                          STATION RECOVERY (2001)
 AG0159
 AG0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0159'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0159
 AG0159                          STATION RECOVERY (2008)
 AG0159
 AG0159'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0160 ***********************************************************************
 AG0160  DESIGNATION -  203
 AG0160  PID         -  AG0160
 AG0160  STATE/COUNTY-  FL/PINELLAS
 AG0160  COUNTRY     -  US
 AG0160  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0160
 AG0160                         *CURRENT SURVEY CONTROL
 AG0160  ______________________________________________________________________
 AG0160* NAD 83(1986) POSITION- 27 44 50.16   (N) 082 44 44.94   (W)   HD_HELD1
 AG0160* NAVD 88 ORTHO HEIGHT -     4.651 (meters)       15.26  (feet) ADJUSTED
 AG0160  ______________________________________________________________________
 AG0160  GEOID HEIGHT    -        -24.359 (meters)                     GEOID18
 AG0160  DYNAMIC HEIGHT  -          4.644 (meters)       15.24  (feet) COMP
 AG0160  MODELED GRAVITY -    979,174.4   (mgal)                       NAVD 88
 AG0160
 AG0160  VERT ORDER      -  SECOND    CLASS II
 AG0160
 AG0160.The horizontal coordinates were determined by differentially corrected
 AG0160.hand held GPS observations or other comparable positioning techniques
 AG0160.and have an estimated accuracy of +/- 3 meters.
 AG0160
 AG0160.The orthometric height was determined by differential leveling and
 AG0160.adjusted by the NATIONAL GEODETIC SURVEY
 AG0160.in June 1991.
 AG0160
 AG0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0160.GEOID18 height accuracy estimate available here.
 AG0160
 AG0160.Click photographs - Photos may exist for this station.
 AG0160
 AG0160.The dynamic height is computed by dividing the NAVD 88
 AG0160.geopotential number by the normal gravity value computed on the
 AG0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0160.degrees latitude (g = 980.6199 gals.).
 AG0160
 AG0160.The modeled gravity was interpolated from observed gravity values.
 AG0160
 AG0160;                    North         East    Units  Estimated Accuracy
 AG0160;SPC FL W     -   378,426.2     126,472.8     MT  (+/- 3 meters HH1 GPS) 
 AG0160
 AG0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2793270427(NAD 83)
 AG0160
 AG0160                          SUPERSEDED SURVEY CONTROL
 AG0160
 AG0160  NGVD 29 (??/??/92)    4.927  (m)           16.16   (f) ADJ UNCH    2 2
 AG0160
 AG0160.Superseded values are not recommended for survey control.
 AG0160
 AG0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0160.See file dsdata.pdf to determine how the superseded data were derived.
 AG0160
 AG0160_MARKER: DD = SURVEY DISK
 AG0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0160_SP_SET: BRIDGE SIDEWALK
 AG0160_STAMPING: 203
 AG0160_MARK LOGO: FLHD
 AG0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0160
 AG0160  HISTORY     - Date     Condition        Report By
 AG0160  HISTORY     - UNK      MONUMENTED       FLHD
 AG0160  HISTORY     - 1976     GOOD             FLDT
 AG0160  HISTORY     - 1991     GOOD             USPSQD
 AG0160  HISTORY     - 19990202 GOOD             USPSQD
 AG0160  HISTORY     - 20010331 GOOD             NGS
 AG0160  HISTORY     - 20080930 GOOD             PINCPW
 AG0160
 AG0160                          STATION DESCRIPTION
 AG0160
 AG0160'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0160'AT SOUTH PASADENA.
 AG0160'TO REACH THE STATION FROM THE JUNCTION OF 75TH AVE. (A19A/S.R. 690)
 AG0160'AND GULF BLVD. (A19A/S.R. 699) IN ST. PETERSBURG BEACH, RUN
 AG0160'EASTERLY AND NORTHEASTERLY ON S.R. 690 FOR 0.55 MILE.  STATION
 AG0160'ON LEFT, IN THE NW CORNER OF THE SOUTH BOUND BRIDGE (COREY
 AG0160'CAUSEWAY).  SET IN TOP OF THE CONCRETE SIDEWALK.  SECTION 36,
 AG0160'T 31S, R 15E.
 AG0160
 AG0160                          STATION RECOVERY (1991)
 AG0160
 AG0160'RECOVERY NOTE BY US POWER SQUADRON 1991 (WF)
 AG0160'RECOVERED IN GOOD CONDITION.
 AG0160
 AG0160                          STATION RECOVERY (1999)
 AG0160
 AG0160'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0160'RECOVERED IN GOOD CONDITION.
 AG0160
 AG0160                          STATION RECOVERY (2001)
 AG0160
 AG0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0160'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0160
 AG0160                          STATION RECOVERY (2008)
 AG0160
 AG0160'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ8367 ***********************************************************************
 AJ8367  DESIGNATION -  203
 AJ8367  PID         -  AJ8367
 AJ8367  STATE/COUNTY-  FL/MIAMI-DADE
 AJ8367  COUNTRY     -  US
 AJ8367  USGS QUAD   -  HIALEAH SW (2018)
 AJ8367
 AJ8367                         *CURRENT SURVEY CONTROL
 AJ8367  ______________________________________________________________________
 AJ8367* NAD 83(1986) POSITION- 25 45 39.     (N) 080 29 51.     (W)   SCALED
 AJ8367* NAVD 88 ORTHO HEIGHT -     3.720 (meters)       12.20  (feet) ADJUSTED
 AJ8367  ______________________________________________________________________
 AJ8367  GEOID HEIGHT    -        -24.680 (meters)                     GEOID18
 AJ8367  DYNAMIC HEIGHT  -          3.714 (meters)       12.19  (feet) COMP
 AJ8367  MODELED GRAVITY -    979,030.3   (mgal)                       NAVD 88
 AJ8367
 AJ8367  VERT ORDER      -  FIRST     CLASS II
 AJ8367
 AJ8367.The horizontal coordinates were scaled from a map and have
 AJ8367.an estimated accuracy of +/- 6 seconds.
 AJ8367
 AJ8367.The orthometric height was determined by differential leveling and
 AJ8367.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8367.in June 2002.
 AJ8367
 AJ8367.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8367.GEOID18 height accuracy estimate available here.
 AJ8367
 AJ8367.Click photographs - Photos may exist for this station.
 AJ8367
 AJ8367.The dynamic height is computed by dividing the NAVD 88
 AJ8367.geopotential number by the normal gravity value computed on the
 AJ8367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8367.degrees latitude (g = 980.6199 gals.).
 AJ8367
 AJ8367.The modeled gravity was interpolated from observed gravity values.
 AJ8367
 AJ8367;                    North         East    Units  Estimated Accuracy
 AJ8367;SPC FL E     -   158,220.      250,410.      MT  (+/- 180 meters Scaled)
 AJ8367
 AJ8367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ503492(NAD 83)
 AJ8367
 AJ8367                          SUPERSEDED SURVEY CONTROL
 AJ8367
 AJ8367.No superseded survey control is available for this station.
 AJ8367
 AJ8367_MARKER: DD = SURVEY DISK
 AJ8367_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ8367_SP_SET: BRIDGE GUARDRAIL
 AJ8367_STAMPING: 203
 AJ8367_MARK LOGO: FLDT
 AJ8367_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8367+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2005
 AJ8367
 AJ8367  HISTORY     - Date     Condition        Report By
 AJ8367  HISTORY     - UNK      MONUMENTED       FLDT
 AJ8367  HISTORY     - 20010103 GOOD             FLDEP
 AJ8367  HISTORY     - 20050317 GOOD             FLDEP
 AJ8367  HISTORY     - 20080204 GOOD             GCYI
 AJ8367  HISTORY     - 20090722 GOOD             DCPW
 AJ8367
 AJ8367                          STATION DESCRIPTION
 AJ8367
 AJ8367'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ8367'THE MARK IS ABOUT 18.2 MI (29.3 KM) NORTH OF HOMESTEAD, 11.0 MI (17.7
 AJ8367'KM) SOUTHWEST OF HIALEAH, 10.0 MI (16.1 KM) NORTHWEST OF KENDALL, IN
 AJ8367'SECTION 12, TOWNSHIP 54 SOUTH, RANGE 38 EAST. TO REACH THE MARK FROM
 AJ8367'THE JUNCTION OF STATE ROAD 997 (KROME AVENUE SW 177 AVENUE) AND U.S.
 AJ8367'HIGHWAY 41 (TAMIAMI TRAIL SW 8TH ST) ABOUT 10.0 MI (16.1 KM) SOUTHWEST
 AJ8367'OF HIALEAH, GO WEST ON U.S.  HIGHWAY 41 (TAMIAMI TRAIL SW 8TH ST) FOR
 AJ8367'1.0 T0 THE EAST END OF BRIDGE NUMBER 8705851979 AND THE MARK ON THE
 AJ8367'LEFT, SET IN TOP OF THE SOUTHEAST BRIDGE RAIL OVER THE ABUTMENT, 2.6
 AJ8367'FT (0.8 M) ABOVE THE LEVEL OF U.S.  HIGHWAY 41. LOCATED 24.0 FT (7.3
 AJ8367'M) SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 41 AND 1.1 FT
 AJ8367'(0.3 M) WEST OF THE EAST END OF BRIDGE NUMBER 870585 1979 OVER CANAL
 AJ8367'31N.
 AJ8367
 AJ8367                          STATION RECOVERY (2005)
 AJ8367
 AJ8367'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AJ8367'RECOVERED AS DESCRIBED.
 AJ8367
 AJ8367                          STATION RECOVERY (2008)
 AJ8367
 AJ8367'RECOVERY NOTE BY G.C.Y., INCORPORATED 2008 (MDL)
 AJ8367'RECOVERED IN GOOD CONDITION.
 AJ8367
 AJ8367                          STATION RECOVERY (2009)
 AJ8367
 AJ8367'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 2009 (LER)
 AJ8367'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9672 ***********************************************************************
 DL9672  DESIGNATION -  20342 A
 DL9672  PID         -  DL9672
 DL9672  STATE/COUNTY-  FL/PASCO
 DL9672  COUNTRY     -  US
 DL9672  USGS QUAD   -  FIVAY JUNCTION (2018)
 DL9672
 DL9672                         *CURRENT SURVEY CONTROL
 DL9672  ______________________________________________________________________
 DL9672* NAD 83(1986) POSITION- 28 19 49.8    (N) 082 33 00.4    (W)   HD_HELD2
 DL9672* NAVD 88 ORTHO HEIGHT -    17.171 (meters)       56.34  (feet) ADJUSTED
 DL9672  ______________________________________________________________________
 DL9672  GEOID HEIGHT    -        -25.882 (meters)                     GEOID18
 DL9672  DYNAMIC HEIGHT  -         17.146 (meters)       56.25  (feet) COMP
 DL9672  MODELED GRAVITY -    979,192.8   (mgal)                       NAVD 88
 DL9672
 DL9672  VERT ORDER      -  FIRST     CLASS II
 DL9672
 DL9672.The horizontal coordinates were established by autonomous hand held GPS
 DL9672.observations and have an estimated accuracy of +/- 10 meters.
 DL9672
 DL9672.The orthometric height was determined by differential leveling and
 DL9672.adjusted by the NATIONAL GEODETIC SURVEY
 DL9672.in August 2010.
 DL9672
 DL9672.No vertical observational check was made to the station.
 DL9672
 DL9672.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9672.GEOID18 height accuracy estimate available here.
 DL9672
 DL9672.Click photographs - Photos may exist for this station.
 DL9672
 DL9672.The dynamic height is computed by dividing the NAVD 88
 DL9672.geopotential number by the normal gravity value computed on the
 DL9672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9672.degrees latitude (g = 980.6199 gals.).
 DL9672
 DL9672.The modeled gravity was interpolated from observed gravity values.
 DL9672
 DL9672;                    North         East    Units  Estimated Accuracy
 DL9672;SPC FL W     -   442,956.      146,059.      MT  (+/- 10 meters HH2 GPS)
 DL9672
 DL9672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4804634790(NAD 83)
 DL9672
 DL9672                          SUPERSEDED SURVEY CONTROL
 DL9672
 DL9672.No superseded survey control is available for this station.
 DL9672
 DL9672_MARKER: DD = SURVEY DISK
 DL9672_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9672_STAMPING: 20342 A 2010
 DL9672_MARK LOGO: SWFWMD
 DL9672_PROJECTION: FLUSH
 DL9672_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9672_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9672+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9672_ROD/PIPE-DEPTH: 9.0 meters
 DL9672
 DL9672  HISTORY     - Date     Condition        Report By
 DL9672  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9672
 DL9672                          STATION DESCRIPTION
 DL9672
 DL9672'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9672'THE MARK IS ABOUT 9.5 MI (15.3 KM) SOUTHWEST OF MASARYKTOWN, 7.6 MI
 DL9672'(12.2 KM) NORTHWEST OF EHREN, 2.0 MI (3.2 KM) WEST-NORTHWEST OF FIVAY
 DL9672'JUNCTION, IN SECTION 7, TOWNSHIP 25 SOUTH, RANGE 18 EAST.
 DL9672'
 DL9672'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND THE
 DL9672'SUNCOAST PARKWAY OVERPASS (STATE ROAD 589) ABOUT 2.0 MI (3.2 KM) WEST
 DL9672'OF FIVAY JUNCTION, GO EAST ON STATE ROAD 52 FOR 0.1 MI (0.2 KM) TO THE
 DL9672'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DL9672'29.4 FT (9.0 M) WITH AN ALUMINUM DISK FLUSH WITH THE GROUND AND LEVEL
 DL9672'WITH STATE ROAD 52.
 DL9672'
 DL9672'LOCATED 95.3 FT (29.0 M) WEST OF THE APPROXIMATE CENTERLINE OF A
 DL9672'DRIVEWAY FOR THE FLORIDA HIGHWAY PATROL OFFICE, 65.5 FT (20.0 M) SOUTH
 DL9672'OF THE APPROXIMATE CENTERLINE OF STATE ROAD 52 EASTBOUND LANES, 48.0
 DL9672'FT (14.6 M) EAST OF SURVEY MARK 20342 B, 36.1 FT (11.0 M)
 DL9672'SOUTH-SOUTHEAST OF A METAL STREET LIGHT AND 1.8 FT (0.5 M) NORTH OF A
 DL9672'CARSONITE WITNESS POST.
 DL9672'
 DL9672'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9672'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9671 ***********************************************************************
 DL9671  DESIGNATION -  20342 B
 DL9671  PID         -  DL9671
 DL9671  STATE/COUNTY-  FL/PASCO
 DL9671  COUNTRY     -  US
 DL9671  USGS QUAD   -  FIVAY JUNCTION (2018)
 DL9671
 DL9671                         *CURRENT SURVEY CONTROL
 DL9671  ______________________________________________________________________
 DL9671* NAD 83(1986) POSITION- 28 19 49.6    (N) 082 33 00.9    (W)   HD_HELD2
 DL9671* NAVD 88 ORTHO HEIGHT -    17.152 (meters)       56.27  (feet) ADJUSTED
 DL9671  ______________________________________________________________________
 DL9671  GEOID HEIGHT    -        -25.881 (meters)                     GEOID18
 DL9671  DYNAMIC HEIGHT  -         17.127 (meters)       56.19  (feet) COMP
 DL9671  MODELED GRAVITY -    979,192.8   (mgal)                       NAVD 88
 DL9671
 DL9671  VERT ORDER      -  FIRST     CLASS II
 DL9671
 DL9671.The horizontal coordinates were established by autonomous hand held GPS
 DL9671.observations and have an estimated accuracy of +/- 10 meters.
 DL9671
 DL9671.The orthometric height was determined by differential leveling and
 DL9671.adjusted by the NATIONAL GEODETIC SURVEY
 DL9671.in August 2010.
 DL9671
 DL9671.No vertical observational check was made to the station.
 DL9671
 DL9671.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9671.GEOID18 height accuracy estimate available here.
 DL9671
 DL9671.Click photographs - Photos may exist for this station.
 DL9671
 DL9671.The dynamic height is computed by dividing the NAVD 88
 DL9671.geopotential number by the normal gravity value computed on the
 DL9671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9671.degrees latitude (g = 980.6199 gals.).
 DL9671
 DL9671.The modeled gravity was interpolated from observed gravity values.
 DL9671
 DL9671;                    North         East    Units  Estimated Accuracy
 DL9671;SPC FL W     -   442,950.      146,045.      MT  (+/- 10 meters HH2 GPS)
 DL9671
 DL9671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4803234784(NAD 83)
 DL9671
 DL9671                          SUPERSEDED SURVEY CONTROL
 DL9671
 DL9671.No superseded survey control is available for this station.
 DL9671
 DL9671_MARKER: DD = SURVEY DISK
 DL9671_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9671_STAMPING: 20342 B 2010
 DL9671_MARK LOGO: SWFWMD
 DL9671_PROJECTION: FLUSH
 DL9671_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9671_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9671+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9671_ROD/PIPE-DEPTH: 8.8 meters
 DL9671
 DL9671  HISTORY     - Date     Condition        Report By
 DL9671  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9671
 DL9671                          STATION DESCRIPTION
 DL9671
 DL9671'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9671'THE MARK IS ABOUT 9.5 MI (15.3 KM) SOUTHWEST OF MASARYKTOWN, 7.6 MI
 DL9671'(12.2 KM) NORTHWEST OF EHREN, 2.0 MI (3.2 KM) WEST-NORTHWEST OF FIVAY
 DL9671'JUNCTION, IN SECTION 7, TOWNSHIP 25 SOUTH, RANGE 18 EAST.
 DL9671'
 DL9671'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND THE
 DL9671'SUNCOAST PARKWAY OVERPASS (STATE ROAD 589) ABOUT 2.0 MI (3.2 KM) WEST
 DL9671'OF FIVAY JUNCTION, GO EAST ON STATE ROAD 52 FOR 0.1 MI (0.2 KM) TO THE
 DL9671'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DL9671'28.8 FT (8.8 M) WITH AN ALUMINUM DISK FLUSH WITH THE GROUND AND LEVEL
 DL9671'WITH STATE ROAD 52.
 DL9671'
 DL9671'LOCATED 143.3 FT (43.7 M) WEST OF THE APPROXIMATE CENTERLINE OF A
 DL9671'DRIVEWAY FOR THE FLORIDA HIGHWAY PATROL OFFICE, 62.7 FT (19.1 M) SOUTH
 DL9671'OF THE APPROXIMATE CENTERLINE OF STATE ROAD 52 EASTBOUND LANES, 48.0
 DL9671'FT (14.6 M) WEST OF SURVEY MARK 20342 A, 2.1 FT (0.6 M) NORTH OF A
 DL9671'CHAIN LINK FENCE CORNER POST AND 1.6 FT (0.5 M) NORTH OF A CARSONITE
 DL9671'WITNESS POST.
 DL9671'
 DL9671'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9671'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0161 ***********************************************************************
 AG0161  DESIGNATION -  204
 AG0161  PID         -  AG0161
 AG0161  STATE/COUNTY-  FL/PINELLAS
 AG0161  COUNTRY     -  US
 AG0161  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0161
 AG0161                         *CURRENT SURVEY CONTROL
 AG0161  ______________________________________________________________________
 AG0161* NAD 83(1986) POSITION- 27 44 41.78   (N) 082 44 49.26   (W)   HD_HELD1
 AG0161* NAVD 88 ORTHO HEIGHT -     2.996 (meters)        9.83  (feet) ADJUSTED
 AG0161  ______________________________________________________________________
 AG0161  GEOID HEIGHT    -        -24.355 (meters)                     GEOID18
 AG0161  DYNAMIC HEIGHT  -          2.992 (meters)        9.82  (feet) COMP
 AG0161  MODELED GRAVITY -    979,174.4   (mgal)                       NAVD 88
 AG0161
 AG0161  VERT ORDER      -  SECOND    CLASS II
 AG0161
 AG0161.The horizontal coordinates were determined by differentially corrected
 AG0161.hand held GPS observations or other comparable positioning techniques
 AG0161.and have an estimated accuracy of +/- 3 meters.
 AG0161
 AG0161.The orthometric height was determined by differential leveling and
 AG0161.adjusted by the NATIONAL GEODETIC SURVEY
 AG0161.in June 1991.
 AG0161
 AG0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0161.GEOID18 height accuracy estimate available here.
 AG0161
 AG0161.Click photographs - Photos may exist for this station.
 AG0161
 AG0161.The dynamic height is computed by dividing the NAVD 88
 AG0161.geopotential number by the normal gravity value computed on the
 AG0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0161.degrees latitude (g = 980.6199 gals.).
 AG0161
 AG0161.The modeled gravity was interpolated from observed gravity values.
 AG0161
 AG0161;                    North         East    Units  Estimated Accuracy
 AG0161;SPC FL W     -   378,169.0     126,352.9     MT  (+/- 3 meters HH1 GPS) 
 AG0161
 AG0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2781070170(NAD 83)
 AG0161
 AG0161                          SUPERSEDED SURVEY CONTROL
 AG0161
 AG0161  NGVD 29 (??/??/92)    3.273  (m)           10.74   (f) ADJ UNCH    2 2
 AG0161
 AG0161.Superseded values are not recommended for survey control.
 AG0161
 AG0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0161.See file dsdata.pdf to determine how the superseded data were derived.
 AG0161
 AG0161_MARKER: DD = SURVEY DISK
 AG0161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0161_SP_SET: BRIDGE SIDEWALK
 AG0161_STAMPING: 204
 AG0161_MARK LOGO: FLHD
 AG0161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0161_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0161+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2006
 AG0161
 AG0161  HISTORY     - Date     Condition        Report By
 AG0161  HISTORY     - UNK      MONUMENTED       FLHD
 AG0161  HISTORY     - 1976     GOOD             FLDT
 AG0161  HISTORY     - 19910403 GOOD             USPSQD
 AG0161  HISTORY     - 19990202 GOOD             USPSQD
 AG0161  HISTORY     - 20010331 GOOD             NGS
 AG0161  HISTORY     - 20061114 GOOD             USPSQD
 AG0161  HISTORY     - 20080930 GOOD             PINCPW
 AG0161
 AG0161                          STATION DESCRIPTION
 AG0161
 AG0161'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0161'AT ST PETERSBURG BEACH.
 AG0161'TO REACH STATION FROM THE JUNCTION OF 75TH AVENUE (A19A/S.R. 690)
 AG0161'AND GULF BLVD.  (A19A/S.R. 699), RUN EASTERLY ON 75TH AVENUE FOR
 AG0161'0.35 MILE.  STATION ON LEFT, IN THE SW CORNER OF THE SOUTH BOUND
 AG0161'BRIDGE (COREY CAUSEWAY).  SET IN TOP OF THE CONCRETE SIDEWALK.
 AG0161'SECTION 36, T 31S, R 15E.
 AG0161
 AG0161                          STATION RECOVERY (1991)
 AG0161
 AG0161'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD)
 AG0161'RECOVERED IN GOOD CONDITION.
 AG0161
 AG0161                          STATION RECOVERY (1999)
 AG0161
 AG0161'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0161'RECOVERED IN GOOD CONDITION.
 AG0161
 AG0161                          STATION RECOVERY (2001)
 AG0161
 AG0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0161'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0161
 AG0161                          STATION RECOVERY (2006)
 AG0161
 AG0161'RECOVERY NOTE BY US POWER SQUADRON 2006 (KNB)
 AG0161'RECOVERED IN GOOD CONDITION.
 AG0161
 AG0161                          STATION RECOVERY (2008)
 AG0161
 AG0161'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ5319 ***********************************************************************
 DJ5319  DESIGNATION -  204
 DJ5319  PID         -  DJ5319
 DJ5319  STATE/COUNTY-  FL/DE SOTO
 DJ5319  COUNTRY     -  US
 DJ5319  USGS QUAD   -  ARCADIA (2018)
 DJ5319
 DJ5319                         *CURRENT SURVEY CONTROL
 DJ5319  ______________________________________________________________________
 DJ5319* NAD 83(1986) POSITION- 27 12 26.     (N) 081 49 56.     (W)   SCALED
 DJ5319* NAVD 88 ORTHO HEIGHT -    19.312 (meters)       63.36  (feet) ADJUSTED
 DJ5319  ______________________________________________________________________
 DJ5319  GEOID HEIGHT    -        -24.522 (meters)                     GEOID18
 DJ5319  DYNAMIC HEIGHT  -         19.282 (meters)       63.26  (feet) COMP
 DJ5319  MODELED GRAVITY -    979,128.1   (mgal)                       NAVD 88
 DJ5319
 DJ5319  VERT ORDER      -  FIRST     CLASS II
 DJ5319
 DJ5319.The horizontal coordinates were scaled from a map and have
 DJ5319.an estimated accuracy of +/- 6 seconds.
 DJ5319
 DJ5319.The orthometric height was determined by differential leveling and
 DJ5319.adjusted by the NATIONAL GEODETIC SURVEY
 DJ5319.in May 2008.
 DJ5319
 DJ5319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5319.GEOID18 height accuracy estimate available here.
 DJ5319
 DJ5319.Click photographs - Photos may exist for this station.
 DJ5319
 DJ5319.The dynamic height is computed by dividing the NAVD 88
 DJ5319.geopotential number by the normal gravity value computed on the
 DJ5319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ5319.degrees latitude (g = 980.6199 gals.).
 DJ5319
 DJ5319.The modeled gravity was interpolated from observed gravity values.
 DJ5319
 DJ5319;                    North         East    Units  Estimated Accuracy
 DJ5319;SPC FL W     -   318,380.      216,620.      MT  (+/- 180 meters Scaled)
 DJ5319
 DJ5319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML175096(NAD 83)
 DJ5319
 DJ5319                          SUPERSEDED SURVEY CONTROL
 DJ5319
 DJ5319.No superseded survey control is available for this station.
 DJ5319
 DJ5319_MARKER: DD = SURVEY DISK
 DJ5319_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ5319_SP_SET: HEADWALL
 DJ5319_STAMPING: BM 204
 DJ5319_MARK LOGO: FLDT
 DJ5319_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5319+STABILITY: SURFACE MOTION
 DJ5319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5319+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 DJ5319
 DJ5319  HISTORY     - Date     Condition        Report By
 DJ5319  HISTORY     - UNK      MONUMENTED       FLDT
 DJ5319  HISTORY     - 20050914 GOOD             FLDEP
 DJ5319
 DJ5319                          STATION DESCRIPTION
 DJ5319
 DJ5319'DESCRIBED BY FL DEPT OF ENV PRO 2005 (PBM)
 DJ5319'THE MARK IS ABOUT 1.8 MI EAST-SOUTHEAST OF ARCADIA, IN SECTION 5,
 DJ5319'TOWNSHIP 38 SOUTH,  RANGE 25 EAST.
 DJ5319'
 DJ5319'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 70 AND STATE
 DJ5319'HIGHWAY 31 (CANAL  STREET) ON THE EAST SIDE OF ARCADIA, GO SOUTHERLY
 DJ5319'ON STATE HIGHWAY 31 (CANAL STREET)  FOR 0.1 MI TO THE MARK ON THE
 DJ5319'LEFT, SET IN THE TOP OF A CONCRETE HEADWALL FLUSH WITH THE  GROUND AND
 DJ5319'ABOUT LEVEL WITH STATE HIGHWAY 31.
 DJ5319'
 DJ5319'LOCATED 25.8 FT SOUTH OF THE NORTH END OF THE HEADWALL AND A CARSONITE
 DJ5319'WITNESS POST,  23.5 FT NORTH OF THE SOUTH END OF THE HEADWALL, 11.5 FT
 DJ5319'EAST OF THE EAST EDGE OF THE  PAVEMENT OF STATE HIGHWAY 31 AND 9.6 FT
 DJ5319'EAST OF A METAL GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1155 ***********************************************************************
 BE1155  DESIGNATION -  204 JWM
 BE1155  PID         -  BE1155
 BE1155  STATE/COUNTY-  FL/WAKULLA
 BE1155  COUNTRY     -  US
 BE1155  USGS QUAD   -  SAINT MARKS (2018)
 BE1155
 BE1155                         *CURRENT SURVEY CONTROL
 BE1155  ______________________________________________________________________
 BE1155* NAD 83(1986) POSITION- 30 11 54.28   (N) 084 10 31.78   (W)   HD_HELD1
 BE1155* NAVD 88 ORTHO HEIGHT -     3.688 (meters)       12.10  (feet) ADJUSTED
 BE1155  ______________________________________________________________________
 BE1155  GEOID HEIGHT    -        -27.562 (meters)                     GEOID18
 BE1155  DYNAMIC HEIGHT  -          3.683 (meters)       12.08  (feet) COMP
 BE1155  MODELED GRAVITY -    979,335.4   (mgal)                       NAVD 88
 BE1155
 BE1155  VERT ORDER      -  FIRST     CLASS II
 BE1155
 BE1155.The horizontal coordinates were determined by differentially corrected
 BE1155.hand held GPS observations or other comparable positioning techniques
 BE1155.and have an estimated accuracy of +/- 3 meters.
 BE1155
 BE1155.The orthometric height was determined by differential leveling and
 BE1155.adjusted by the NATIONAL GEODETIC SURVEY
 BE1155.in December 2020.
 BE1155
 BE1155.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1155.GEOID18 height accuracy estimate available here.
 BE1155
 BE1155.Click photographs - Photos may exist for this station.
 BE1155
 BE1155.The dynamic height is computed by dividing the NAVD 88
 BE1155.geopotential number by the normal gravity value computed on the
 BE1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1155.degrees latitude (g = 980.6199 gals.).
 BE1155
 BE1155.The modeled gravity was interpolated from observed gravity values.
 BE1155
 BE1155;                    North         East    Units  Estimated Accuracy
 BE1155;SPC FL N     -   132,885.3     631,246.2     MT  (+/- 3 meters HH1 GPS) 
 BE1155
 BE1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU7192844144(NAD 83)
 BE1155
 BE1155                          SUPERSEDED SURVEY CONTROL
 BE1155
 BE1155  NAVD 88 (06/15/91)    3.719  (m)           12.20   (f) SUPERSEDED  1 1
 BE1155  NGVD 29 (??/??/92)    3.920  (m)           12.86   (f) ADJ UNCH    1 1
 BE1155
 BE1155.Superseded values are not recommended for survey control.
 BE1155
 BE1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1155.See file dsdata.pdf to determine how the superseded data were derived.
 BE1155
 BE1155_MARKER: DB = BENCH MARK DISK
 BE1155_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BE1155_STAMPING: 204 JWM 1951 13
 BE1155_MARK LOGO: USGS
 BE1155_PROJECTION: PROJECTING 10 CENTIMETERS
 BE1155_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1155_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1155+SATELLITE: SATELLITE OBSERVATIONS - May 20, 2020
 BE1155
 BE1155  HISTORY     - Date     Condition        Report By
 BE1155  HISTORY     - 1951     MONUMENTED       USGS
 BE1155  HISTORY     - 1967     GOOD             CGS
 BE1155  HISTORY     - 1981     GOOD             NGS
 BE1155  HISTORY     - 1989     GOOD             USPSQD
 BE1155  HISTORY     - 19981203 GOOD             USPSQD
 BE1155  HISTORY     - 20100419 POOR             FLDEP
 BE1155  HISTORY     - 20200520 POOR             FLDEP
 BE1155
 BE1155                          STATION DESCRIPTION
 BE1155
 BE1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BE1155'AT NEWPORT.
 BE1155'AT NEWPORT, ABOUT 0.15 MILE EAST OF THE BRIDGE OVER THE ST
 BE1155'MARKS RIVER, NEAR THE JUNCTION OF STATE HIGHWAY S 59 LEADING
 BE1155'SOUTH, NEAR A FOREST SERVICE STEEL TOWER, 124 FEET SOUTH OF THE
 BE1155'CENTER LINE OF THE U.S. HIGHWAY, 131 FEET SOUTHWEST OF THE
 BE1155'CENTER LINE OF THE STATE HIGHWAY, 32 1/2 FEET WEST OF THE CENTER
 BE1155'LINE OF A DRIVEWAY TO TOWER AND A RESIDENT, 24 FEET NORTHWEST
 BE1155'OF THE NORTHEAST STEEL LEG SUPPORTING THE STEEL TOWER, 17 FEET
 BE1155'EAST OF A LONE 30 INCH OAK TREE, ABOUT LEVEL WITH THE DRIVEWAY
 BE1155'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 BE1155'ABOVE THE LEVEL OF THE GROUND.
 BE1155
 BE1155                          STATION RECOVERY (1981)
 BE1155
 BE1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE1155'IN NEWPORT, AT THE NEWPORT DIVISION OF FORESTRY LOOKOUT TOWER, 0.28
 BE1155'KILOMETER (0.15 MILE) EAST OF THE EAST END OF THE US HIGHWAY 98 BRIDGE
 BE1155'OVER THE ST. MARKS RIVER, IN FRONT OF THE TOWER BETWEEN THE NORTHEAST
 BE1155'AND NORTHWEST LEGS, 37.18 METERS (122 FEET) SOUTH OF THE CENTER LINE
 BE1155'OF THE HIGHWAY, 9.60 METERS (31.5 FEET) SOUTHWEST OF POWER POLE NUMBER
 BE1155'5-18440, 9.45 METERS (31 FEET) WEST OF THE SAND ENTRANCE ROAD, 8.23
 BE1155'METERS (27 FEET) NORTHEAST OF THE NORTHWEST LEG OF THE TOWER.
 BE1155'THE MARK IS ABOVE LEVEL WITH ROAD.
 BE1155
 BE1155                          STATION RECOVERY (1989)
 BE1155
 BE1155'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE1155'RECOVERED IN GOOD CONDITION.
 BE1155
 BE1155                          STATION RECOVERY (1998)
 BE1155
 BE1155'RECOVERY NOTE BY US POWER SQUADRON 1998
 BE1155'RECOVERED IN GOOD CONDITION.
 BE1155
 BE1155                          STATION RECOVERY (2010)
 BE1155
 BE1155'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (MWM)
 BE1155'RECOVERED IN POOR CONDITION WAS HIT BY MOWING EQUIPMENT, NOT LEVELED
 BE1155'THIS DATE.
 BE1155
 BE1155                          STATION RECOVERY (2020)
 BE1155
 BE1155'RECOVERY NOTE BY FL DEPT OF ENV PRO 2020 (MLS)
 BE1155'RECOVERED, BUT IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6138 ***********************************************************************
 AK6138  DESIGNATION -  204 WT 1
 AK6138  PID         -  AK6138
 AK6138  STATE/COUNTY-  FL/BREVARD
 AK6138  COUNTRY     -  US
 AK6138  USGS QUAD   -  FALSE CAPE (2018)
 AK6138
 AK6138                         *CURRENT SURVEY CONTROL
 AK6138  ______________________________________________________________________
 AK6138* NAD 83(1990) POSITION- 28 30 46.71538(N) 080 33 40.89351(W)   ADJUSTED
 AK6138  ______________________________________________________________________
 AK6138  GEOID HEIGHT    -        -28.260 (meters)                     GEOID18
 AK6138  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 AK6138  HORZ ORDER      -  THIRD
 AK6138
 AK6138.The horizontal coordinates were established by classical geodetic methods
 AK6138.and adjusted by the National Geodetic Survey in May 1991.
 AK6138
 AK6138.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6138.GEOID18 height accuracy estimate available here.
 AK6138
 AK6138.Click photographs - Photos may exist for this station.
 AK6138
 AK6138.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6138
 AK6138. The following values were computed from the NAD 83(1990) position.
 AK6138
 AK6138;                    North         East     Units Scale Factor Converg.
 AK6138;SPC FL E     -   463,134.004   242,937.178   MT  0.99996392   +0 12 33.8
 AK6138;SPC FL E     - 1,519,465.48    797,036.39   sFT  0.99996392   +0 12 33.8
 AK6138;UTM  17      - 3,154,107.966   542,922.528   MT  0.99962274   +0 12 33.8
 AK6138
 AK6138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4292254107(NAD 83)
 AK6138
 AK6138                          SUPERSEDED SURVEY CONTROL
 AK6138
 AK6138  NAD 83(1986)-  28 30 46.72129(N)    080 33 40.90657(W) AD(       ) 3
 AK6138  NAD 27      -  28 30 45.72608(N)    080 33 41.72651(W) AD(       ) 3
 AK6138
 AK6138.Superseded values are not recommended for survey control.
 AK6138
 AK6138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6138.See file dsdata.pdf to determine how the superseded data were derived.
 AK6138
 AK6138_MARKER: 55 = TOWER
 AK6138
 AK6138  HISTORY     - Date     Condition        Report By
 AK6138  HISTORY     - 1965     FIRST OBSERVED   CGS
 AK6138
 AK6138                          STATION DESCRIPTION
 AK6138
 AK6138'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6138'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED, METAL
 AK6138'METEOROLOGICAL TOWER OWNED AND OPERATED BY NASA.  THE TOWER
 AK6138'IS 204 FEET HIGH, PAINTED RED AND WHITE IN COLOR AND HAS
 AK6138'ADJUSTABLE LEGS AT THE BASE FOR VERTICAL ALIGNMENT AND IS A
 AK6138'GUYED STRUCTURE.  THE TOWER SETS ON A 6 X 8 FOOT CONCRETE BASE.
 AK6138'
 AK6138'STATION IS LOCATED ON CAPE KENNEDY, ABOUT 1 MILE NORTH OF
 AK6138'CENTRAL CONTROL, 300 FEET SOUTHWEST OF THE GATE TO COMPLEX 20,
 AK6138'AND 200 FEET NORTH OF A PAVED ROAD.
 AK6138'
 AK6138'TO REACH FROM CENTRAL CONTROL GO NORTH ON CAPE ROAD FOR 1.5
 AK6138'MILES TO A STOP SIGN.  TURN RIGHT AND GO SOUTHEAST FOR 0.5 MILE ON
 AK6138'ICBM ROAD TO A SIDE ROAD LEFT.  TURN LEFT AND GO .03 MILE TO THE
 AK6138'TOWER ON LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6186 ***********************************************************************
 AK6186  DESIGNATION -  204 WT 2
 AK6186  PID         -  AK6186
 AK6186  STATE/COUNTY-  FL/BREVARD
 AK6186  COUNTRY     -  US
 AK6186  USGS QUAD   -  FALSE CAPE (2018)
 AK6186
 AK6186                         *CURRENT SURVEY CONTROL
 AK6186  ______________________________________________________________________
 AK6186* NAD 83(1990) POSITION- 28 34 10.95708(N) 080 35 11.09957(W)   ADJUSTED
 AK6186  ______________________________________________________________________
 AK6186  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 AK6186  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 AK6186  HORZ ORDER      -  THIRD
 AK6186
 AK6186.The horizontal coordinates were established by classical geodetic methods
 AK6186.and adjusted by the National Geodetic Survey in May 1991.
 AK6186
 AK6186.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6186.GEOID18 height accuracy estimate available here.
 AK6186
 AK6186.Click photographs - Photos may exist for this station.
 AK6186
 AK6186.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6186
 AK6186. The following values were computed from the NAD 83(1990) position.
 AK6186
 AK6186;                    North         East     Units Scale Factor Converg.
 AK6186;SPC FL E     -   469,412.723   240,462.693   MT  0.99996137   +0 11 52.0
 AK6186;SPC FL E     - 1,540,064.91    788,918.02   sFT  0.99996137   +0 11 52.0
 AK6186;UTM  17      - 3,160,384.543   540,448.887   MT  0.99962019   +0 11 52.0
 AK6186
 AK6186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4044860384(NAD 83)
 AK6186
 AK6186                          SUPERSEDED SURVEY CONTROL
 AK6186
 AK6186  NAD 83(1986)-  28 34 10.96316(N)    080 35 11.11232(W) AD(       ) 3
 AK6186  NAD 27      -  28 34 09.97724(N)    080 35 11.93619(W) AD(       ) 3
 AK6186
 AK6186.Superseded values are not recommended for survey control.
 AK6186
 AK6186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6186.See file dsdata.pdf to determine how the superseded data were derived.
 AK6186
 AK6186_MARKER: 55 = TOWER
 AK6186
 AK6186  HISTORY     - Date     Condition        Report By
 AK6186  HISTORY     - 1965     FIRST OBSERVED   CGS
 AK6186
 AK6186                          STATION DESCRIPTION
 AK6186
 AK6186'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6186'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED, METAL,
 AK6186'METEOROLOGICAL TOWER OWNED AND OPERATED BY NASA.  THE TOWER IS
 AK6186'204 FEET HIGH, PAINTED RED AND WHITE, HAS ADJUSTABLE LEGS AT
 AK6186'THE BASE FOR VERTICAL ALIGNMENT AND IS A GUYED STRUCTURE.  THE
 AK6186'TOWER SETS ON A 6 X 8 FOOT CONCRETE BASE.
 AK6186'
 AK6186'TO REACH FROM CENTRAL CONTROL BUILDING ON CAPE KENNEDY GO NORTH
 AK6186'ON CAPE ROAD FOR 0.5 MILE TO SIDE ROAD LEFT.  TURN LEFT AND GO
 AK6186'WEST AND NORTH FOR 2.4 MILES TO SIDE ROAD RIGHT.  TURN RIGHT AND
 AK6186'GO NORTHEASTERLY FOR 0.4 MILE TO THE VIB BUILDING ON
 AK6186'LEFT.  CONTINUE NORTHEAST FOR 0.9 MILE TO THE SOLID MATING
 AK6186'BUILDING ON RIGHT, CONTINUE ON NORTHEAST FOR 1.9 MILES TO TOWER
 AK6186'ON LEFT.  THE TOWER IS 200 FEET WEST OF ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9681 ***********************************************************************
 DL9681  DESIGNATION -  20411 A
 DL9681  PID         -  DL9681
 DL9681  STATE/COUNTY-  FL/PASCO
 DL9681  COUNTRY     -  US
 DL9681  USGS QUAD   -  EHREN (2018)
 DL9681
 DL9681                         *CURRENT SURVEY CONTROL
 DL9681  ______________________________________________________________________
 DL9681* NAD 83(1986) POSITION- 28 18 16.0    (N) 082 29 23.5    (W)   HD_HELD2
 DL9681* NAVD 88 ORTHO HEIGHT -    22.731 (meters)       74.58  (feet) ADJUSTED
 DL9681  ______________________________________________________________________
 DL9681  GEOID HEIGHT    -        -25.847 (meters)                     GEOID18
 DL9681  DYNAMIC HEIGHT  -         22.698 (meters)       74.47  (feet) COMP
 DL9681  MODELED GRAVITY -    979,197.2   (mgal)                       NAVD 88
 DL9681
 DL9681  VERT ORDER      -  FIRST     CLASS II
 DL9681
 DL9681.The horizontal coordinates were established by autonomous hand held GPS
 DL9681.observations and have an estimated accuracy of +/- 10 meters.
 DL9681
 DL9681.The orthometric height was determined by differential leveling and
 DL9681.adjusted by the NATIONAL GEODETIC SURVEY
 DL9681.in August 2010.
 DL9681
 DL9681.No vertical observational check was made to the station.
 DL9681
 DL9681.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9681.GEOID18 height accuracy estimate available here.
 DL9681
 DL9681.Click photographs - Photos may exist for this station.
 DL9681
 DL9681.The dynamic height is computed by dividing the NAVD 88
 DL9681.geopotential number by the normal gravity value computed on the
 DL9681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9681.degrees latitude (g = 980.6199 gals.).
 DL9681
 DL9681.The modeled gravity was interpolated from observed gravity values.
 DL9681
 DL9681;                    North         East    Units  Estimated Accuracy
 DL9681;SPC FL W     -   440,044.      151,955.      MT  (+/- 10 meters HH2 GPS)
 DL9681
 DL9681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5391731828(NAD 83)
 DL9681
 DL9681                          SUPERSEDED SURVEY CONTROL
 DL9681
 DL9681.No superseded survey control is available for this station.
 DL9681
 DL9681_MARKER: DD = SURVEY DISK
 DL9681_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9681_STAMPING: 20411 A 2010
 DL9681_MARK LOGO: SWFWMD
 DL9681_PROJECTION: FLUSH
 DL9681_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9681+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 DL9681_ROD/PIPE-DEPTH: 8.0 meters
 DL9681
 DL9681  HISTORY     - Date     Condition        Report By
 DL9681  HISTORY     - 20100413 MONUMENTED       FLDEP
 DL9681
 DL9681                          STATION DESCRIPTION
 DL9681
 DL9681'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9681'THE MARK IS ABOUT 9.6 MI (15.5 KM) SOUTH-SOUTHWEST OF MASARYKTOWN, 3.7
 DL9681'MI (5.9 KM) NORTHWEST OF EHREN, 2.2 MI (3.5 KM) SOUTHEAST OF FIVAY
 DL9681'JUNCTION, IN SECTION 15, TOWNSHIP 25 SOUTH, RANGE 18 EAST.
 DL9681'
 DL9681'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9681'HIGHWAY 41 AT GOWERS CORNER, GO SOUTH ON U.S. HIGHWAY 41 FOR 1.55 MI
 DL9681'(2.5 KM) TO THE JUNCTION OF CENTRAL BOULEVARD ON THE LEFT, TURN LEFT
 DL9681'ON CENTRAL BOULEVARD AND GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE MARK
 DL9681'ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 26.1 FT
 DL9681'(8.0 M) WITH AN ALUMINUM DISK FLUSH WITH THE GROUND AND ABOUT 3.0 FT
 DL9681'(0.9 M) BELOW THE LEVEL OF CENTRAL BOULEVARD.
 DL9681'
 DL9681'LOCATED 144.0 FT (43.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DL9681'CENTRAL BOULEVARD, 19.9 FT (6.1 M) SOUTH OF A BARB WIRE FENCE, 19.3 FT
 DL9681'(5.9 M) NORTHWEST OF SURVEY MARK 20411 B, 5.3 FT (1.6 M) NORTHEAST OF
 DL9681'WELL HEAD 20411 AND 1.7 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS
 DL9681'POST.
 DL9681'
 DL9681'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9681'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9682 ***********************************************************************
 DL9682  DESIGNATION -  20411 B
 DL9682  PID         -  DL9682
 DL9682  STATE/COUNTY-  FL/PASCO
 DL9682  COUNTRY     -  US
 DL9682  USGS QUAD   -  EHREN (2018)
 DL9682
 DL9682                         *CURRENT SURVEY CONTROL
 DL9682  ______________________________________________________________________
 DL9682* NAD 83(1986) POSITION- 28 18 16.0    (N) 082 29 23.4    (W)   HD_HELD2
 DL9682* NAVD 88 ORTHO HEIGHT -    22.751 (meters)       74.64  (feet) ADJUSTED
 DL9682  ______________________________________________________________________
 DL9682  GEOID HEIGHT    -        -25.847 (meters)                     GEOID18
 DL9682  DYNAMIC HEIGHT  -         22.718 (meters)       74.53  (feet) COMP
 DL9682  MODELED GRAVITY -    979,197.2   (mgal)                       NAVD 88
 DL9682
 DL9682  VERT ORDER      -  FIRST     CLASS II
 DL9682
 DL9682.The horizontal coordinates were established by autonomous hand held GPS
 DL9682.observations and have an estimated accuracy of +/- 10 meters.
 DL9682
 DL9682.The orthometric height was determined by differential leveling and
 DL9682.adjusted by the NATIONAL GEODETIC SURVEY
 DL9682.in August 2010.
 DL9682
 DL9682.No vertical observational check was made to the station.
 DL9682
 DL9682.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9682.GEOID18 height accuracy estimate available here.
 DL9682
 DL9682.Click photographs - Photos may exist for this station.
 DL9682
 DL9682.The dynamic height is computed by dividing the NAVD 88
 DL9682.geopotential number by the normal gravity value computed on the
 DL9682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9682.degrees latitude (g = 980.6199 gals.).
 DL9682
 DL9682.The modeled gravity was interpolated from observed gravity values.
 DL9682
 DL9682;                    North         East    Units  Estimated Accuracy
 DL9682;SPC FL W     -   440,043.      151,958.      MT  (+/- 10 meters HH2 GPS)
 DL9682
 DL9682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5392031828(NAD 83)
 DL9682
 DL9682                          SUPERSEDED SURVEY CONTROL
 DL9682
 DL9682.No superseded survey control is available for this station.
 DL9682
 DL9682_MARKER: DD = SURVEY DISK
 DL9682_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9682_STAMPING: 20411 B 2010
 DL9682_MARK LOGO: SWFWMD
 DL9682_PROJECTION: FLUSH
 DL9682_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9682+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 DL9682_ROD/PIPE-DEPTH: 8.0 meters
 DL9682
 DL9682  HISTORY     - Date     Condition        Report By
 DL9682  HISTORY     - 20100413 MONUMENTED       FLDEP
 DL9682
 DL9682                          STATION DESCRIPTION
 DL9682
 DL9682'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9682'THE MARK IS ABOUT 9.6 MI (15.5 KM) SOUTH-SOUTHWEST OF MASARYKTOWN, 3.7
 DL9682'MI (5.9 KM) NORTHWEST OF EHREN, 2.2 MI (3.5 KM) SOUTHEAST OF FIVAY
 DL9682'JUNCTION, IN SECTION 15, TOWNSHIP 25 SOUTH, RANGE 18 EAST.
 DL9682'
 DL9682'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9682'HIGHWAY 41 AT GOWERS CORNER, GO SOUTH ON U.S. HIGHWAY 41 FOR 1.55 MI
 DL9682'(2.5 KM) TO THE JUNCTION OF CENTRAL BOULEVARD ON THE LEFT, TURN LEFT
 DL9682'ON CENTRAL BOULEVARD AND GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE MARK
 DL9682'ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 26.4 FT
 DL9682'(8.0 M) WITH AN ALUMINUM DISK FLUSH WITH THE GROUND AND ABOUT 3.0 FT
 DL9682'(0.9 M) BELOW THE LEVEL OF CENTRAL BOULEVARD.
 DL9682'
 DL9682'LOCATED 162.1 FT (49.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DL9682'CENTRAL BOULEVARD, 40.2 FT (12.3 M) SOUTH OF A BARB WIRE FENCE, 19.3
 DL9682'FT (5.9 M) SOUTHEAST OF SURVEY MARK 20411 A, 17.8 FT (5.4 M)
 DL9682'SOUTH-SOUTHEAST OF WELL HEAD 20411 AND 2.3 FT (0.7 M) NORTHWEST OF A
 DL9682'CARSONITE WITNESS POST.
 DL9682'
 DL9682'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9682'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9679 ***********************************************************************
 DL9679  DESIGNATION -  20415 A
 DL9679  PID         -  DL9679
 DL9679  STATE/COUNTY-  FL/PASCO
 DL9679  COUNTRY     -  US
 DL9679  USGS QUAD   -  EHREN (2018)
 DL9679
 DL9679                         *CURRENT SURVEY CONTROL
 DL9679  ______________________________________________________________________
 DL9679* NAD 83(1986) POSITION- 28 18 10.3    (N) 082 29 35.8    (W)   HD_HELD2
 DL9679* NAVD 88 ORTHO HEIGHT -    22.661 (meters)       74.35  (feet) ADJUSTED
 DL9679  ______________________________________________________________________
 DL9679  GEOID HEIGHT    -        -25.838 (meters)                     GEOID18
 DL9679  DYNAMIC HEIGHT  -         22.628 (meters)       74.24  (feet) COMP
 DL9679  MODELED GRAVITY -    979,197.2   (mgal)                       NAVD 88
 DL9679
 DL9679  VERT ORDER      -  FIRST     CLASS II
 DL9679
 DL9679.The horizontal coordinates were established by autonomous hand held GPS
 DL9679.observations and have an estimated accuracy of +/- 10 meters.
 DL9679
 DL9679.The orthometric height was determined by differential leveling and
 DL9679.adjusted by the NATIONAL GEODETIC SURVEY
 DL9679.in August 2010.
 DL9679
 DL9679.No vertical observational check was made to the station.
 DL9679
 DL9679.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9679.GEOID18 height accuracy estimate available here.
 DL9679
 DL9679.Click photographs - Photos may exist for this station.
 DL9679
 DL9679.The dynamic height is computed by dividing the NAVD 88
 DL9679.geopotential number by the normal gravity value computed on the
 DL9679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9679.degrees latitude (g = 980.6199 gals.).
 DL9679
 DL9679.The modeled gravity was interpolated from observed gravity values.
 DL9679
 DL9679;                    North         East    Units  Estimated Accuracy
 DL9679;SPC FL W     -   439,869.      151,619.      MT  (+/- 10 meters HH2 GPS)
 DL9679
 DL9679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5358031657(NAD 83)
 DL9679
 DL9679                          SUPERSEDED SURVEY CONTROL
 DL9679
 DL9679.No superseded survey control is available for this station.
 DL9679
 DL9679_MARKER: DD = SURVEY DISK
 DL9679_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9679_STAMPING: 20415 A 2010
 DL9679_MARK LOGO: SWFWMD
 DL9679_PROJECTION: FLUSH
 DL9679_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9679+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 DL9679_ROD/PIPE-DEPTH: 12.6 meters
 DL9679
 DL9679  HISTORY     - Date     Condition        Report By
 DL9679  HISTORY     - 20100413 MONUMENTED       FLDEP
 DL9679
 DL9679                          STATION DESCRIPTION
 DL9679
 DL9679'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9679'THE MARK IS ABOUT 9.6 MI (15.5 KM) NORTHEAST OF ODESSA, 3.7 MI (6.0
 DL9679'KM) NORTHWEST OF EHREN, 2.1 MI (3.4 KM) SOUTHEAST OF FIVAY JUNCTION,
 DL9679'IN SECTION 15, TOWNSHIP 25 SOUTH, RANGE 18 EAST.
 DL9679'
 DL9679'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9679'HIGHWAY 41 AT GOWERS CORNER, GO SOUTH ON U.S. HIGHWAY 41 FOR 1.55 MI
 DL9679'(2.5 KM) TO THE JUNCTION OF CENTRAL BOULEVARD ON THE LEFT, TURN LEFT
 DL9679'ON CENTRAL BOULEVARD AND GO NORTHEAST FOR 0.2 MI (0.3 KM) TO THE MARK
 DL9679'ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 41.2 FT
 DL9679'(12.6 M) WITH AN ALUMINUM DISK FLUSH WITH THE GROUND AND ABOUT 4.0 FT
 DL9679'(1.2 M) BELOW THE LEVEL OF CENTRAL BOULEVARD.
 DL9679'
 DL9679'LOCATED 139.9 FT (42.6 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DL9679'CENTRAL BOULEVARD, 19.4 FT (5.9 M) SOUTH OF THE APPROXIMATE CENTER OF
 DL9679'A METAL GATE, 17.3 FT (5.3 M) EAST OF SURVEY MARK 20415 B, 2.8 FT (0.9
 DL9679'M) NORTHEAST OF A WELL HEAD AND 1.6 FT (0.5 M) NORTHWEST OF A
 DL9679'CARSONITE WITNESS POST.
 DL9679'
 DL9679'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9679'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9680 ***********************************************************************
 DL9680  DESIGNATION -  20415 B
 DL9680  PID         -  DL9680
 DL9680  STATE/COUNTY-  FL/PASCO
 DL9680  COUNTRY     -  US
 DL9680  USGS QUAD   -  EHREN (2018)
 DL9680
 DL9680                         *CURRENT SURVEY CONTROL
 DL9680  ______________________________________________________________________
 DL9680* NAD 83(1986) POSITION- 28 18 10.5    (N) 082 29 36.2    (W)   HD_HELD2
 DL9680* NAVD 88 ORTHO HEIGHT -    22.611 (meters)       74.18  (feet) ADJUSTED
 DL9680  ______________________________________________________________________
 DL9680  GEOID HEIGHT    -        -25.838 (meters)                     GEOID18
 DL9680  DYNAMIC HEIGHT  -         22.578 (meters)       74.07  (feet) COMP
 DL9680  MODELED GRAVITY -    979,197.2   (mgal)                       NAVD 88
 DL9680
 DL9680  VERT ORDER      -  FIRST     CLASS II
 DL9680
 DL9680.The horizontal coordinates were established by autonomous hand held GPS
 DL9680.observations and have an estimated accuracy of +/- 10 meters.
 DL9680
 DL9680.The orthometric height was determined by differential leveling and
 DL9680.adjusted by the NATIONAL GEODETIC SURVEY
 DL9680.in August 2010.
 DL9680
 DL9680.No vertical observational check was made to the station.
 DL9680
 DL9680.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9680.GEOID18 height accuracy estimate available here.
 DL9680
 DL9680.Click photographs - Photos may exist for this station.
 DL9680
 DL9680.The dynamic height is computed by dividing the NAVD 88
 DL9680.geopotential number by the normal gravity value computed on the
 DL9680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9680.degrees latitude (g = 980.6199 gals.).
 DL9680
 DL9680.The modeled gravity was interpolated from observed gravity values.
 DL9680
 DL9680;                    North         East    Units  Estimated Accuracy
 DL9680;SPC FL W     -   439,876.      151,608.      MT  (+/- 10 meters HH2 GPS)
 DL9680
 DL9680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5356931663(NAD 83)
 DL9680
 DL9680                          SUPERSEDED SURVEY CONTROL
 DL9680
 DL9680.No superseded survey control is available for this station.
 DL9680
 DL9680_MARKER: DD = SURVEY DISK
 DL9680_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9680_STAMPING: 20415 B 2010
 DL9680_MARK LOGO: SWFWMD
 DL9680_PROJECTION: FLUSH
 DL9680_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9680_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9680+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2010
 DL9680_ROD/PIPE-DEPTH: 5.7 meters
 DL9680
 DL9680  HISTORY     - Date     Condition        Report By
 DL9680  HISTORY     - 20100413 MONUMENTED       FLDEP
 DL9680
 DL9680                          STATION DESCRIPTION
 DL9680
 DL9680'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9680'THE MARK IS ABOUT 9.6 MI (15.5 KM) NORTHEAST OF ODESSA, 3.7 MI (6.0
 DL9680'KM) NORTHWEST OF EHREN, 2.1 MI (3.4 KM) SOUTHEAST OF FIVAY JUNCTION,
 DL9680'IN SECTION 15, TOWNSHIP 25 SOUTH, RANGE 18 EAST.
 DL9680'
 DL9680'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9680'HIGHWAY 41 AT GOWERS CORNER, GO SOUTH ON U.S. HIGHWAY 41 FOR 1.55 MI
 DL9680'(2.5 KM) TO THE JUNCTION OF CENTRAL BOULEVARD ON THE LEFT, TURN LEFT
 DL9680'ON CENTRAL BOULEVARD AND GO NORTHEAST FOR 0.2 MI (0.3 KM) TO THE MARK
 DL9680'ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 18.7 FT
 DL9680'(5.7 M) WITH AN ALUMINUM DISK FLUSH WITH THE GROUND AND ABOUT 4.0 FT
 DL9680'(1.2 M) BELOW THE LEVEL OF CENTRAL BOULEVARD.
 DL9680'
 DL9680'LOCATED 141.3 FT (43.1 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DL9680'CENTRAL BOULEVARD, 20.2 FT (6.2 M) SOUTHEAST OF THE APPROXIMATE CENTER
 DL9680'OF A METAL GATE, 17.3 FT (5.3 M) WEST OF SURVEY MARK 20415 A, 3.4 FT
 DL9680'(1.0 M) WEST OF A WELL HEAD AND 2.0 FT (0.6 M) NORTHWEST OF A
 DL9680'CARSONITE WITNESS POST.
 DL9680'
 DL9680'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9680'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9677 ***********************************************************************
 DL9677  DESIGNATION -  20417 A
 DL9677  PID         -  DL9677
 DL9677  STATE/COUNTY-  FL/PASCO
 DL9677  COUNTRY     -  US
 DL9677  USGS QUAD   -  FIVAY JUNCTION (2018)
 DL9677
 DL9677                         *CURRENT SURVEY CONTROL
 DL9677  ______________________________________________________________________
 DL9677* NAD 83(1986) POSITION- 28 19 05.2    (N) 082 30 07.7    (W)   HD_HELD2
 DL9677* NAVD 88 ORTHO HEIGHT -    22.289 (meters)       73.13  (feet) ADJUSTED
 DL9677  ______________________________________________________________________
 DL9677  GEOID HEIGHT    -        -25.883 (meters)                     GEOID18
 DL9677  DYNAMIC HEIGHT  -         22.257 (meters)       73.02  (feet) COMP
 DL9677  MODELED GRAVITY -    979,196.5   (mgal)                       NAVD 88
 DL9677
 DL9677  VERT ORDER      -  FIRST     CLASS II
 DL9677
 DL9677.The horizontal coordinates were established by autonomous hand held GPS
 DL9677.observations and have an estimated accuracy of +/- 10 meters.
 DL9677
 DL9677.The orthometric height was determined by differential leveling and
 DL9677.adjusted by the NATIONAL GEODETIC SURVEY
 DL9677.in August 2010.
 DL9677
 DL9677.No vertical observational check was made to the station.
 DL9677
 DL9677.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9677.GEOID18 height accuracy estimate available here.
 DL9677
 DL9677.Click photographs - Photos may exist for this station.
 DL9677
 DL9677.The dynamic height is computed by dividing the NAVD 88
 DL9677.geopotential number by the normal gravity value computed on the
 DL9677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9677.degrees latitude (g = 980.6199 gals.).
 DL9677
 DL9677.The modeled gravity was interpolated from observed gravity values.
 DL9677
 DL9677;                    North         East    Units  Estimated Accuracy
 DL9677;SPC FL W     -   441,563.      150,757.      MT  (+/- 10 meters HH2 GPS)
 DL9677
 DL9677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5273233357(NAD 83)
 DL9677
 DL9677                          SUPERSEDED SURVEY CONTROL
 DL9677
 DL9677.No superseded survey control is available for this station.
 DL9677
 DL9677_MARKER: DD = SURVEY DISK
 DL9677_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9677_STAMPING: 20417 A 2010
 DL9677_MARK LOGO: SWFWMD
 DL9677_PROJECTION: FLUSH
 DL9677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9677_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9677+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DL9677_ROD/PIPE-DEPTH: 7.3 meters
 DL9677
 DL9677  HISTORY     - Date     Condition        Report By
 DL9677  HISTORY     - 20100331 MONUMENTED       FLDEP
 DL9677
 DL9677                          STATION DESCRIPTION
 DL9677
 DL9677'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9677'THE MARK IS ABOUT 8.9 MI (14.3 KM) SOUTH-SOUTHWEST OF MASARYKTOWN, 4.9
 DL9677'MI (7.9 KM) NORTHWEST OF EHREN, 1.1 MI (1.8 KM) EAST-SOUTHEAST OF
 DL9677'FIVAY JUNCTION, IN SECTION 9, TOWNSHIP 25 SOUTH, RANGE 18 EAST.
 DL9677'
 DL9677'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9677'HIGHWAY 41 AT GOWERS CORNER, GO SOUTH ON U.S. HIGHWAY 41 FOR 0.05 MI
 DL9677'(0.1 KM) TO THE JUNCTION OF LAKESHORE DRIVE ON THE LEFT.  TURN LEFT ON
 DL9677'LAKESHORE DRIVE AND GO SOUTHEAST FOR 0.3 MI (0.5 KM) TO A DEAD END
 DL9677'CUL-DE-SAC AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DL9677'AT A DEPTH OF 23.8 FT (7.3 M) WITH AN ALUMINUM DISK FLUSH WITH THE
 DL9677'GROUND AND LEVEL WITH LAKESHORE DRIVE.
 DL9677'
 DL9677'LOCATED 170.4 FT (51.9 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DL9677'LAKESHORE DRIVE, 99.3 FT (30.3 M) NORTH OF SURVEY MARK 20417 B, 88.5
 DL9677'FT (27.0 M) NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE AT 11034
 DL9677'LAKESHORE DRIVE (ED REMPERT RESIDENCE), 53.1 FT (16.2 M) SOUTH OF THE
 DL9677'EAST END OF A WOODEN FENCE AND 8.2 FT (2.5 M) EAST OF A LARGE GUM
 DL9677'TREE.
 DL9677'
 DL9677'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9677'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9678 ***********************************************************************
 DL9678  DESIGNATION -  20417 B
 DL9678  PID         -  DL9678
 DL9678  STATE/COUNTY-  FL/PASCO
 DL9678  COUNTRY     -  US
 DL9678  USGS QUAD   -  FIVAY JUNCTION (2018)
 DL9678
 DL9678                         *CURRENT SURVEY CONTROL
 DL9678  ______________________________________________________________________
 DL9678* NAD 83(1986) POSITION- 28 19 04.1    (N) 082 30 07.5    (W)   HD_HELD2
 DL9678* NAVD 88 ORTHO HEIGHT -    22.267 (meters)       73.05  (feet) ADJUSTED
 DL9678  ______________________________________________________________________
 DL9678  GEOID HEIGHT    -        -25.882 (meters)                     GEOID18
 DL9678  DYNAMIC HEIGHT  -         22.235 (meters)       72.95  (feet) COMP
 DL9678  MODELED GRAVITY -    979,196.5   (mgal)                       NAVD 88
 DL9678
 DL9678  VERT ORDER      -  FIRST     CLASS II
 DL9678
 DL9678.The horizontal coordinates were established by autonomous hand held GPS
 DL9678.observations and have an estimated accuracy of +/- 10 meters.
 DL9678
 DL9678.The orthometric height was determined by differential leveling and
 DL9678.adjusted by the NATIONAL GEODETIC SURVEY
 DL9678.in August 2010.
 DL9678
 DL9678.No vertical observational check was made to the station.
 DL9678
 DL9678.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9678.GEOID18 height accuracy estimate available here.
 DL9678
 DL9678.Click photographs - Photos may exist for this station.
 DL9678
 DL9678.The dynamic height is computed by dividing the NAVD 88
 DL9678.geopotential number by the normal gravity value computed on the
 DL9678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9678.degrees latitude (g = 980.6199 gals.).
 DL9678
 DL9678.The modeled gravity was interpolated from observed gravity values.
 DL9678
 DL9678;                    North         East    Units  Estimated Accuracy
 DL9678;SPC FL W     -   441,529.      150,762.      MT  (+/- 10 meters HH2 GPS)
 DL9678
 DL9678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5273733323(NAD 83)
 DL9678
 DL9678                          SUPERSEDED SURVEY CONTROL
 DL9678
 DL9678.No superseded survey control is available for this station.
 DL9678
 DL9678_MARKER: DD = SURVEY DISK
 DL9678_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9678_STAMPING: 20417 B 2010
 DL9678_MARK LOGO: SWFWMD
 DL9678_PROJECTION: FLUSH
 DL9678_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9678_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9678+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DL9678_ROD/PIPE-DEPTH: 7.7 meters
 DL9678
 DL9678  HISTORY     - Date     Condition        Report By
 DL9678  HISTORY     - 20100331 MONUMENTED       FLDEP
 DL9678
 DL9678                          STATION DESCRIPTION
 DL9678
 DL9678'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9678'THE MARK IS ABOUT 8.9 MI (14.4 KM) SOUTH-SOUTHWEST OF MASARYKTOWN, 4.9
 DL9678'MI (7.8 KM) NORTHWEST OF EHREN, 1.1 MI (1.7 KM) EAST-SOUTHEAST OF
 DL9678'FIVAY JUNCTION, IN SECTION 9, TOWNSHIP 25 SOUTH, RANGE 18 EAST.
 DL9678'
 DL9678'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9678'HIGHWAY 41 AT GOWERS CORNER, GO SOUTH ON U.S. HIGHWAY 41 FOR 0.05 MI
 DL9678'(0.1 KM) TO THE JUNCTION OF LAKESHORE DRIVE ON THE LEFT, TURN LEFT ON
 DL9678'LAKESHORE DRIVE AND GO SOUTHEAST FOR 0.3 MI (0.5 KM) TO A DEAD END
 DL9678'CUL-DE-SAC AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DL9678'AT A DEPTH OF 25.3 FT (7.7 M) WITH AN ALUMINUM DISK FLUSH WITH THE
 DL9678'GROUND AND LEVEL WITH LAKESHORE DRIVE.
 DL9678'
 DL9678'LOCATED 152.8 FT (46.6 M) SOUTH OF THE EAST END OF A WOODEN FENCE,
 DL9678'99.3 FT (30.3 M) SOUTH OF SURVEY MARK 20417 A, 52.0 FT (15.8 M) EAST
 DL9678'OF THE SOUTHEAST CORNER OF A HOUSE AT 11034 LAKESHORE DRIVE (ED
 DL9678'REMPERT RESIDENCE) AND 36.8 FT (11.2 M) NORTHWEST OF A SOUTHWEST
 DL9678'FLORIDA WATER MANAGEMENT DISTRICT WATER STAFF.
 DL9678'
 DL9678'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9678'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9683 ***********************************************************************
 DL9683  DESIGNATION -  20423 A
 DL9683  PID         -  DL9683
 DL9683  STATE/COUNTY-  FL/PASCO
 DL9683  COUNTRY     -  US
 DL9683  USGS QUAD   -  EHREN (2018)
 DL9683
 DL9683                         *CURRENT SURVEY CONTROL
 DL9683  ______________________________________________________________________
 DL9683* NAD 83(1986) POSITION- 28 19 29.6    (N) 082 28 13.0    (W)   HD_HELD2
 DL9683* NAVD 88 ORTHO HEIGHT -    23.242 (meters)       76.25  (feet) ADJUSTED
 DL9683  ______________________________________________________________________
 DL9683  GEOID HEIGHT    -        -25.941 (meters)                     GEOID18
 DL9683  DYNAMIC HEIGHT  -         23.208 (meters)       76.14  (feet) COMP
 DL9683  MODELED GRAVITY -    979,197.0   (mgal)                       NAVD 88
 DL9683
 DL9683  VERT ORDER      -  FIRST     CLASS II
 DL9683
 DL9683.The horizontal coordinates were established by autonomous hand held GPS
 DL9683.observations and have an estimated accuracy of +/- 10 meters.
 DL9683
 DL9683.The orthometric height was determined by differential leveling and
 DL9683.adjusted by the NATIONAL GEODETIC SURVEY
 DL9683.in August 2010.
 DL9683
 DL9683.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9683.GEOID18 height accuracy estimate available here.
 DL9683
 DL9683.Click photographs - Photos may exist for this station.
 DL9683
 DL9683.The dynamic height is computed by dividing the NAVD 88
 DL9683.geopotential number by the normal gravity value computed on the
 DL9683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9683.degrees latitude (g = 980.6199 gals.).
 DL9683
 DL9683.The modeled gravity was interpolated from observed gravity values.
 DL9683
 DL9683;                    North         East    Units  Estimated Accuracy
 DL9683;SPC FL W     -   442,302.      153,885.      MT  (+/- 10 meters HH2 GPS)
 DL9683
 DL9683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5586534070(NAD 83)
 DL9683
 DL9683                          SUPERSEDED SURVEY CONTROL
 DL9683
 DL9683.No superseded survey control is available for this station.
 DL9683
 DL9683_MARKER: DD = SURVEY DISK
 DL9683_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9683_STAMPING: 20423 A 2010
 DL9683_MARK LOGO: SWFWMD
 DL9683_PROJECTION: FLUSH
 DL9683_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9683+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9683_ROD/PIPE-DEPTH: 9.1 meters
 DL9683
 DL9683  HISTORY     - Date     Condition        Report By
 DL9683  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9683
 DL9683                          STATION DESCRIPTION
 DL9683
 DL9683'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9683'THE MARK IS ABOUT 8.1 MI (13.0 KM) SOUTH OF MASARYKTOWN, 4.3 MI (6.9
 DL9683'KM) NORTH-NORTHWEST OF EHREN, 2.9 MI (4.7 KM) EAST OF FIVAY JUNCTION,
 DL9683'IN SECTION 11, TOWNSHIP 25 SOUTH, RANGE 18 EAST.
 DL9683'
 DL9683'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9683'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 2.05 MI (3.3
 DL9683'KM) TO A FENCED-IN WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN
 DL9683'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 29.8 FT (9.1 M) WITH AN
 DL9683'ALUMINUM DISK FLUSH WITH THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE
 DL9683'LEVEL OF STATE ROAD 52.
 DL9683'
 DL9683'LOCATED 95.3 FT (29.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DL9683'PIERCE LAKE ROAD, 14.7 FT (4.5 M) SOUTHWEST OF SURVEY MARK 20423 B,
 DL9683'4.6 FT (1.4 M) NORTHWEST OF THE THE SOUTH WELL HEAD, 1.9 FT (0.6 M)
 DL9683'WEST OF A WOODEN RAIL FENCE AND 1.6 FT (0.5 M) WEST OF A CARSONITE
 DL9683'WITNESS POST.
 DL9683'
 DL9683'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9683'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9684 ***********************************************************************
 DL9684  DESIGNATION -  20423 B
 DL9684  PID         -  DL9684
 DL9684  STATE/COUNTY-  FL/PASCO
 DL9684  COUNTRY     -  US
 DL9684  USGS QUAD   -  EHREN (2018)
 DL9684
 DL9684                         *CURRENT SURVEY CONTROL
 DL9684  ______________________________________________________________________
 DL9684* NAD 83(1986) POSITION- 28 19 30.4    (N) 082 28 13.1    (W)   HD_HELD2
 DL9684* NAVD 88 ORTHO HEIGHT -    23.105 (meters)       75.80  (feet) ADJUSTED
 DL9684  ______________________________________________________________________
 DL9684  GEOID HEIGHT    -        -25.941 (meters)                     GEOID18
 DL9684  DYNAMIC HEIGHT  -         23.072 (meters)       75.70  (feet) COMP
 DL9684  MODELED GRAVITY -    979,197.0   (mgal)                       NAVD 88
 DL9684
 DL9684  VERT ORDER      -  FIRST     CLASS II
 DL9684
 DL9684.The horizontal coordinates were established by autonomous hand held GPS
 DL9684.observations and have an estimated accuracy of +/- 10 meters.
 DL9684
 DL9684.The orthometric height was determined by differential leveling and
 DL9684.adjusted by the NATIONAL GEODETIC SURVEY
 DL9684.in August 2010.
 DL9684
 DL9684.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9684.GEOID18 height accuracy estimate available here.
 DL9684
 DL9684.Click photographs - Photos may exist for this station.
 DL9684
 DL9684.The dynamic height is computed by dividing the NAVD 88
 DL9684.geopotential number by the normal gravity value computed on the
 DL9684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9684.degrees latitude (g = 980.6199 gals.).
 DL9684
 DL9684.The modeled gravity was interpolated from observed gravity values.
 DL9684
 DL9684;                    North         East    Units  Estimated Accuracy
 DL9684;SPC FL W     -   442,326.      153,882.      MT  (+/- 10 meters HH2 GPS)
 DL9684
 DL9684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5586334095(NAD 83)
 DL9684
 DL9684                          SUPERSEDED SURVEY CONTROL
 DL9684
 DL9684.No superseded survey control is available for this station.
 DL9684
 DL9684_MARKER: DD = SURVEY DISK
 DL9684_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9684_STAMPING: 20423 B 2010
 DL9684_MARK LOGO: SWFWMD
 DL9684_PROJECTION: FLUSH
 DL9684_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9684+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9684_ROD/PIPE-DEPTH: 6.2 meters
 DL9684
 DL9684  HISTORY     - Date     Condition        Report By
 DL9684  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9684
 DL9684                          STATION DESCRIPTION
 DL9684
 DL9684'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9684'THE MARK IS ABOUT 8.1 MI (13.0 KM) SOUTH OF MASARYKTOWN, 4.3 MI (6.9
 DL9684'KM) NORTH-NORTHWEST OF EHREN, 2.9 MI (4.7 KM) EAST OF FIVAY JUNCTION,
 DL9684'IN SECTION 11, TOWNSHIP 25 SOUTH, RANGE 18 EAST.
 DL9684'
 DL9684'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9684'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 2.05 MI (3.3
 DL9684'KM) TO A FENCED-IN WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN
 DL9684'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 20.2 FT (6.2 M) WITH AN
 DL9684'ALUMINUM DISK FLUSH WITH THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE
 DL9684'LEVEL OF STATE ROAD 52.
 DL9684'
 DL9684'LOCATED 104.8 FT (31.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DL9684'ROAD 52, 14.7 FT (4.5 M) NORTHEAST OF SURVEY MARK 20423 A, 4.2 FT (1.3
 DL9684'M) NORTHEAST OF THE THE NORTH WELL HEAD, 1.9 FT (0.6 M) SOUTHWEST OF A
 DL9684'WOODEN RAIL FENCE CORNER POST AND 1.7 FT (0.5 M) SOUTHWEST OF A
 DL9684'CARSONITE WITNESS POST.
 DL9684'
 DL9684'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9684'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9675 ***********************************************************************
 DL9675  DESIGNATION -  20427 A
 DL9675  PID         -  DL9675
 DL9675  STATE/COUNTY-  FL/PASCO
 DL9675  COUNTRY     -  US
 DL9675  USGS QUAD   -  FIVAY JUNCTION (2018)
 DL9675
 DL9675                         *CURRENT SURVEY CONTROL
 DL9675  ______________________________________________________________________
 DL9675* NAD 83(1986) POSITION- 28 19 15.6    (N) 082 31 06.4    (W)   HD_HELD2
 DL9675* NAVD 88 ORTHO HEIGHT -    22.145 (meters)       72.65  (feet) ADJUSTED
 DL9675  ______________________________________________________________________
 DL9675  GEOID HEIGHT    -        -25.877 (meters)                     GEOID18
 DL9675  DYNAMIC HEIGHT  -         22.113 (meters)       72.55  (feet) COMP
 DL9675  MODELED GRAVITY -    979,195.6   (mgal)                       NAVD 88
 DL9675
 DL9675  VERT ORDER      -  FIRST     CLASS II
 DL9675
 DL9675.The horizontal coordinates were established by autonomous hand held GPS
 DL9675.observations and have an estimated accuracy of +/- 10 meters.
 DL9675
 DL9675.The orthometric height was determined by differential leveling and
 DL9675.adjusted by the NATIONAL GEODETIC SURVEY
 DL9675.in August 2010.
 DL9675
 DL9675.No vertical observational check was made to the station.
 DL9675
 DL9675.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9675.GEOID18 height accuracy estimate available here.
 DL9675
 DL9675.Click photographs - Photos may exist for this station.
 DL9675
 DL9675.The dynamic height is computed by dividing the NAVD 88
 DL9675.geopotential number by the normal gravity value computed on the
 DL9675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9675.degrees latitude (g = 980.6199 gals.).
 DL9675
 DL9675.The modeled gravity was interpolated from observed gravity values.
 DL9675
 DL9675;                    North         East    Units  Estimated Accuracy
 DL9675;SPC FL W     -   441,890.      149,159.      MT  (+/- 10 meters HH2 GPS)
 DL9675
 DL9675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5113733697(NAD 83)
 DL9675
 DL9675                          SUPERSEDED SURVEY CONTROL
 DL9675
 DL9675.No superseded survey control is available for this station.
 DL9675
 DL9675_MARKER: DD = SURVEY DISK
 DL9675_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9675_STAMPING: 20427 A 2010
 DL9675_MARK LOGO: SWFWMD
 DL9675_PROJECTION: FLUSH
 DL9675_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9675_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9675+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9675_ROD/PIPE-DEPTH: 12.0 meters
 DL9675
 DL9675  HISTORY     - Date     Condition        Report By
 DL9675  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9675
 DL9675                          STATION DESCRIPTION
 DL9675
 DL9675'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9675'THE MARK IS ABOUT 9.1 MI (14.6 KM) SOUTH-SOUTHWEST OF MASARYKTOWN, 5.7
 DL9675'MI (9.2 KM) NORTHWEST OF EHREN, 0.2 MI (0.3 KM) SOUTH OF FIVAY
 DL9675'JUNCTION, IN SECTION 8, TOWNSHIP 25 SOUTH, RANGE 18 EAST.
 DL9675'
 DL9675'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND THE
 DL9675'SUNCOAST PARKWAY OVERPASS (STATE ROAD 589) ABOUT 2.0 MI (3.2 KM) WEST
 DL9675'OF FIVAY JUNCTION, GO EAST ON STATE ROAD 52 FOR 2.2 MI (3.5 KM) TO THE
 DL9675'INTERSECTION OF GIDDENS ROAD ON THE LEFT AND PIERCE LAKE ROAD ON THE
 DL9675'RIGHT.  TURN RIGHT ON PIERCE LAKE ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DL9675'KM) TO A FENCED-IN WELL SITE ON THE RIGHT THE MARK ON THE RIGHT.  THE
 DL9675'MARK CAN ALSO BE REACHED FROM THE INTERSECTION OF STATE ROAD 52 AND
 DL9675'U.S. HIGHWAY 41 AT GOWERS CORNER, GO WEST ON STATE ROAD 52 FOR 0.9 MI
 DL9675'(1.4 KM) TO THE INTERSECTION OF GIDDENS ROAD ON THE RIGHT AND PIERCE
 DL9675'LAKE ROAD ON THE LEFT.  TURN LEFT ON PIERCE LAKE ROAD AND GO SOUTH FOR
 DL9675'0.3 MI (0.5 KM) TO A FENCED-IN WELL SITE ON THE RIGHT THE MARK ON THE
 DL9675'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.4 FT (12.0
 DL9675'M) WITH AN ALUMINUM DISK FLUSH WITH THE GROUND AND LEVEL WITH PIERCE
 DL9675'LAKE ROAD.
 DL9675'
 DL9675'LOCATED 18.8 FT (5.7 M) NORTH OF SURVEY MARK 20427 B, 18.3 FT (5.6 M)
 DL9675'WEST OF THE APPROXIMATE CENTERLINE OF THE PIERCE LAKE ROAD, 7.2 FT
 DL9675'(2.2 M) NORTH OF THE APPROXIMATE CENTER OF A CHAIN LINK FENCE GATE,
 DL9675'1.6 FT (0.5 M) EAST-SOUTHEAST OF THE NORTHEASTERN FENCE CORNER POST
 DL9675'AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DL9675'
 DL9675'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9675'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9676 ***********************************************************************
 DL9676  DESIGNATION -  20427 B
 DL9676  PID         -  DL9676
 DL9676  STATE/COUNTY-  FL/PASCO
 DL9676  COUNTRY     -  US
 DL9676  USGS QUAD   -  FIVAY JUNCTION (2018)
 DL9676
 DL9676                         *CURRENT SURVEY CONTROL
 DL9676  ______________________________________________________________________
 DL9676* NAD 83(1986) POSITION- 28 19 15.2    (N) 082 31 06.6    (W)   HD_HELD2
 DL9676* NAVD 88 ORTHO HEIGHT -    22.070 (meters)       72.41  (feet) ADJUSTED
 DL9676  ______________________________________________________________________
 DL9676  GEOID HEIGHT    -        -25.876 (meters)                     GEOID18
 DL9676  DYNAMIC HEIGHT  -         22.038 (meters)       72.30  (feet) COMP
 DL9676  MODELED GRAVITY -    979,195.6   (mgal)                       NAVD 88
 DL9676
 DL9676  VERT ORDER      -  FIRST     CLASS II
 DL9676
 DL9676.The horizontal coordinates were established by autonomous hand held GPS
 DL9676.observations and have an estimated accuracy of +/- 10 meters.
 DL9676
 DL9676.The orthometric height was determined by differential leveling and
 DL9676.adjusted by the NATIONAL GEODETIC SURVEY
 DL9676.in August 2010.
 DL9676
 DL9676.No vertical observational check was made to the station.
 DL9676
 DL9676.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9676.GEOID18 height accuracy estimate available here.
 DL9676
 DL9676.Click photographs - Photos may exist for this station.
 DL9676
 DL9676.The dynamic height is computed by dividing the NAVD 88
 DL9676.geopotential number by the normal gravity value computed on the
 DL9676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9676.degrees latitude (g = 980.6199 gals.).
 DL9676
 DL9676.The modeled gravity was interpolated from observed gravity values.
 DL9676
 DL9676;                    North         East    Units  Estimated Accuracy
 DL9676;SPC FL W     -   441,878.      149,154.      MT  (+/- 10 meters HH2 GPS)
 DL9676
 DL9676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5113233685(NAD 83)
 DL9676
 DL9676                          SUPERSEDED SURVEY CONTROL
 DL9676
 DL9676.No superseded survey control is available for this station.
 DL9676
 DL9676_MARKER: DD = SURVEY DISK
 DL9676_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9676_STAMPING: 20427 B 2010
 DL9676_MARK LOGO: SWFWMD
 DL9676_PROJECTION: FLUSH
 DL9676_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9676_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9676+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9676_ROD/PIPE-DEPTH: 7.6 meters
 DL9676
 DL9676  HISTORY     - Date     Condition        Report By
 DL9676  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9676
 DL9676                          STATION DESCRIPTION
 DL9676
 DL9676'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9676'THE MARK IS ABOUT 9.1 MI (14.6 KM) SOUTH-SOUTHWEST OF MASARYKTOWN, 5.7
 DL9676'MI (9.2 KM) NORTHWEST OF EHREN, 0.2 MI (0.3 KM) SOUTH OF FIVAY
 DL9676'JUNCTION, IN SECTION 8, TOWNSHIP 25 SOUTH, RANGE 18 EAST.
 DL9676'
 DL9676'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9676'HIGHWAY 41 AT GOWERS CORNER, GO WEST ON STATE ROAD 52 FOR 0.9 MI (1.4
 DL9676'KM) TO THE INTERSECTION OF GIDDENS ROAD ON THE RIGHT AND PIERCE LAKE
 DL9676'ROAD ON THE LEFT.  TURN LEFT ON PIERCE LAKE ROAD AND GO SOUTH FOR 0.3
 DL9676'MI (0.5 KM) TO A FENCED-IN WELL SITE ON THE RIGHT THE MARK ON THE
 DL9676'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.4 FT (12.0
 DL9676'M) WITH AN ALUMINUM DISK FLUSH WITH THE GROUND AND LEVEL WITH PIERCE
 DL9676'LAKE ROAD.
 DL9676'
 DL9676'LOCATED 21.0 FT (6.4 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DL9676'PIERCE LAKE ROAD, 18.8 FT (5.7 M) SOUTH OF SURVEY MARK 20427 A, 10.0
 DL9676'FT (3.0 M) SOUTH OF THE APPROXIMATE CENTER OF A CHAIN LINK FENCE GATE,
 DL9676'1.9 FT (0.6 M) EAST-NORTHEAST OF THE SOUTHEASTERN FENCE CORNER POST
 DL9676'AND 1.4 FT (0.4 M) EAST OF A CARSONITE WITNESS POST.
 DL9676'
 DL9676'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9676'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9674 ***********************************************************************
 DL9674  DESIGNATION -  20429 A
 DL9674  PID         -  DL9674
 DL9674  STATE/COUNTY-  FL/PASCO
 DL9674  COUNTRY     -  US
 DL9674  USGS QUAD   -  FIVAY JUNCTION (2018)
 DL9674
 DL9674                         *CURRENT SURVEY CONTROL
 DL9674  ______________________________________________________________________
 DL9674* NAD 83(1986) POSITION- 28 19 44.1    (N) 082 32 10.4    (W)   HD_HELD2
 DL9674* NAVD 88 ORTHO HEIGHT -    16.502 (meters)       54.14  (feet) ADJUSTED
 DL9674  ______________________________________________________________________
 DL9674  GEOID HEIGHT    -        -25.888 (meters)                     GEOID18
 DL9674  DYNAMIC HEIGHT  -         16.478 (meters)       54.06  (feet) COMP
 DL9674  MODELED GRAVITY -    979,194.2   (mgal)                       NAVD 88
 DL9674
 DL9674  VERT ORDER      -  FIRST     CLASS II
 DL9674
 DL9674.The horizontal coordinates were established by autonomous hand held GPS
 DL9674.observations and have an estimated accuracy of +/- 10 meters.
 DL9674
 DL9674.The orthometric height was determined by differential leveling and
 DL9674.adjusted by the NATIONAL GEODETIC SURVEY
 DL9674.in August 2010.
 DL9674
 DL9674.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9674.GEOID18 height accuracy estimate available here.
 DL9674
 DL9674.Click photographs - Photos may exist for this station.
 DL9674
 DL9674.The dynamic height is computed by dividing the NAVD 88
 DL9674.geopotential number by the normal gravity value computed on the
 DL9674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9674.degrees latitude (g = 980.6199 gals.).
 DL9674
 DL9674.The modeled gravity was interpolated from observed gravity values.
 DL9674
 DL9674;                    North         East    Units  Estimated Accuracy
 DL9674;SPC FL W     -   442,775.      147,420.      MT  (+/- 10 meters HH2 GPS)
 DL9674
 DL9674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4940534597(NAD 83)
 DL9674
 DL9674                          SUPERSEDED SURVEY CONTROL
 DL9674
 DL9674.No superseded survey control is available for this station.
 DL9674
 DL9674_MARKER: DD = SURVEY DISK
 DL9674_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9674_STAMPING: 20429 A 2010
 DL9674_MARK LOGO: SWFWMD
 DL9674_PROJECTION: FLUSH
 DL9674_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9674_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9674+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2012
 DL9674_ROD/PIPE-DEPTH: 4.4 meters
 DL9674
 DL9674  HISTORY     - Date     Condition        Report By
 DL9674  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9674  HISTORY     - 20120303 GOOD             FLDEP
 DL9674
 DL9674                          STATION DESCRIPTION
 DL9674
 DL9674'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9674'THE MARK IS ABOUT 9.1 MI (14.7 KM) SOUTH-SOUTHWEST OF MASARYKTOWN, 6.9
 DL9674'MI (11.1 KM) NORTHWEST OF EHREN, 1.2 MI (1.9 KM) WEST-NORTHWEST OF
 DL9674'FIVAY JUNCTION, IN SECTION 7, TOWNSHIP 25 SOUTH, RANGE 18 EAST.
 DL9674'
 DL9674'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND THE
 DL9674'SUNCOAST PARKWAY OVERPASS (STATE ROAD 589) ABOUT 2.0 MI (3.2 KM) WEST
 DL9674'OF FIVAY JUNCTION, GO EAST ON STATE ROAD 52 FOR 1.0 MI (1.6 KM) TO THE
 DL9674'EAST SIDE OF THE PITHLACHASCOTEE RIVER BRIDGE AND THE MARK ON THE
 DL9674'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 14.3 FT (4.4 M)
 DL9674'WITH AN ALUMINUM DISK FLUSH WITH THE GROUND AND ABOUT 3.0 FT (0.9 M)
 DL9674'BELOW THE LEVEL OF STATE ROAD 52.
 DL9674'
 DL9674'LOCATED 70.4 FT (21.5 M) EAST OF A WOODEN FENCE CORNER POST, 65.4 FT
 DL9674'(19.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 52, 35.3 FT
 DL9674'(10.8 M) SOUTH OF THE EAST END OF A METAL GUARDRAIL, 7.2 FT (2.2 M)
 DL9674'NORTH OF A BARB WIRE FENCE AND 7.0 FT (2.1 M) NORTH OF A CARSONITE
 DL9674'WITNESS POST.
 DL9674'
 DL9674'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9674'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DL9674
 DL9674                          STATION RECOVERY (2012)
 DL9674
 DL9674'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (MAH)
 DL9674'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9673 ***********************************************************************
 DL9673  DESIGNATION -  20429 B
 DL9673  PID         -  DL9673
 DL9673  STATE/COUNTY-  FL/PASCO
 DL9673  COUNTRY     -  US
 DL9673  USGS QUAD   -  FIVAY JUNCTION (2018)
 DL9673
 DL9673                         *CURRENT SURVEY CONTROL
 DL9673  ______________________________________________________________________
 DL9673* NAD 83(1986) POSITION- 28 19 44.9    (N) 082 32 11.3    (W)   HD_HELD2
 DL9673* NAVD 88 ORTHO HEIGHT -    17.416 (meters)       57.14  (feet) ADJUSTED
 DL9673  ______________________________________________________________________
 DL9673  GEOID HEIGHT    -        -25.889 (meters)                     GEOID18
 DL9673  DYNAMIC HEIGHT  -         17.391 (meters)       57.06  (feet) COMP
 DL9673  MODELED GRAVITY -    979,194.2   (mgal)                       NAVD 88
 DL9673
 DL9673  VERT ORDER      -  FIRST     CLASS II
 DL9673
 DL9673.The horizontal coordinates were established by autonomous hand held GPS
 DL9673.observations and have an estimated accuracy of +/- 10 meters.
 DL9673
 DL9673.The orthometric height was determined by differential leveling and
 DL9673.adjusted by the NATIONAL GEODETIC SURVEY
 DL9673.in August 2010.
 DL9673
 DL9673.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9673.GEOID18 height accuracy estimate available here.
 DL9673
 DL9673.Click photographs - Photos may exist for this station.
 DL9673
 DL9673.The dynamic height is computed by dividing the NAVD 88
 DL9673.geopotential number by the normal gravity value computed on the
 DL9673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9673.degrees latitude (g = 980.6199 gals.).
 DL9673
 DL9673.The modeled gravity was interpolated from observed gravity values.
 DL9673
 DL9673;                    North         East    Units  Estimated Accuracy
 DL9673;SPC FL W     -   442,800.      147,395.      MT  (+/- 10 meters HH2 GPS)
 DL9673
 DL9673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4938134622(NAD 83)
 DL9673
 DL9673                          SUPERSEDED SURVEY CONTROL
 DL9673
 DL9673.No superseded survey control is available for this station.
 DL9673
 DL9673_MARKER: DD = SURVEY DISK
 DL9673_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL9673_SP_SET: CULVERT HEADWALL
 DL9673_STAMPING: 20429 B
 DL9673_MARK LOGO: FLSRD
 DL9673_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9673+STABILITY: SURFACE MOTION
 DL9673_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9673+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2012
 DL9673
 DL9673  HISTORY     - Date     Condition        Report By
 DL9673  HISTORY     - UNK      MONUMENTED       FLSRD
 DL9673  HISTORY     - 20100413 GOOD             FLDEP
 DL9673  HISTORY     - 20120303 GOOD             FLDEP
 DL9673
 DL9673                          STATION DESCRIPTION
 DL9673
 DL9673'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DL9673'THE MARK IS ABOUT 9.1 MI (14.6 KM) SOUTH-SOUTHWEST OF MASARYKTOWN, 6.9
 DL9673'MI (11.1 KM) NORTHWEST OF EHREN, 1.2 MI (1.9 KM) WEST-NORTHWEST OF
 DL9673'FIVAY JUNCTION, IN SECTION 7, TOWNSHIP 25 SOUTH, RANGE 18 EAST.
 DL9673'
 DL9673'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND THE
 DL9673'SUNCOAST PARKWAY OVERPASS (STATE ROAD 589) ABOUT 2.0 MI (3.2 KM) WEST
 DL9673'OF FIVAY JUNCTION, GO EAST ON STATE ROAD 52 FOR 1.0 MI (1.6 KM) TO THE
 DL9673'PITHLACHASCOTEE RIVER CULVERT AND THE MARK ON THE RIGHT, SET FLUSH IN
 DL9673'THE TOP OF A CONCRETE CULVERT HEADWALL AND ABOUT 0.6 FT (0.2 M) BELOW
 DL9673'THE LEVEL OF STATE ROAD 52.
 DL9673'
 DL9673'LOCATED 32.9 FT (10.0 M) EAST OF THE WEST END OF A CONCRETE HEADWALL,
 DL9673'30.3 FT (9.2 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF STATE
 DL9673'ROAD 52, 5.4 FT (1.6 M) SOUTH OF A METAL GUARDRAIL, 4.4 FT (1.3 M)
 DL9673'NORTHWEST OF A STREAM GAUGE AND 0.5 FT (0.2 M) NORTH OF THE SOUTH EDGE
 DL9673'OF A CONCRETE HEADWALL.
 DL9673
 DL9673                          STATION RECOVERY (2012)
 DL9673
 DL9673'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (MAH)
 DL9673'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG0120 ***********************************************************************
 BG0120  DESIGNATION -  205
 BG0120  PID         -  BG0120
 BG0120  STATE/COUNTY-  FL/ESCAMBIA
 BG0120  COUNTRY     -  US
 BG0120  USGS QUAD   -  CANTONMENT (2018)
 BG0120
 BG0120                         *CURRENT SURVEY CONTROL
 BG0120  ______________________________________________________________________
 BG0120* NAD 83(1986) POSITION- 30 30 49.     (N) 087 22 13.     (W)   SCALED
 BG0120* NAVD 88 ORTHO HEIGHT -    36.526 (meters)      119.84  (feet) ADJUSTED
 BG0120* NAVD 88 EPOCH        -  2009.55
 BG0120  **This station is located in a suspected subsidence area (see below).
 BG0120  ______________________________________________________________________
 BG0120  GEOID HEIGHT    -        -27.640 (meters)                     GEOID18
 BG0120  DYNAMIC HEIGHT  -         36.478 (meters)      119.68  (feet) COMP
 BG0120  MODELED GRAVITY -    979,344.0   (mgal)                       NAVD 88
 BG0120
 BG0120  VERT ORDER      -  SECOND    CLASS 0
 BG0120
 BG0120.The horizontal coordinates were scaled from a map and have
 BG0120.an estimated accuracy of +/- 6 seconds.
 BG0120
 BG0120.** This station is in an area of known vertical motion.  Due to the
 BG0120.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG0120.** determined the orthometric heights for marks in these suspect
 BG0120.** subsidence areas should be considered valid only at the epoch date
 BG0120.** associated with the orthometric height.  These heights must always
 BG0120.** be validated when used as control.  All previously superseded
 BG0120.** orthometric heights are now considered suspect and are available
 BG0120.** in the superseded section.  NGS does not recommend using suspect
 BG0120.** or superseded heights as control.
 BG0120
 BG0120.The orthometric height was determined by differential leveling and
 BG0120.adjusted by the NATIONAL GEODETIC SURVEY
 BG0120.in July 2012.
 BG0120
 BG0120.No vertical observational check was made to the station.
 BG0120
 BG0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG0120.GEOID18 height accuracy estimate available here.
 BG0120
 BG0120.Click photographs - Photos may exist for this station.
 BG0120
 BG0120.The dynamic height is computed by dividing the NAVD 88
 BG0120.geopotential number by the normal gravity value computed on the
 BG0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0120.degrees latitude (g = 980.6199 gals.).
 BG0120
 BG0120.The modeled gravity was interpolated from observed gravity values.
 BG0120
 BG0120;                    North         East    Units  Estimated Accuracy
 BG0120;SPC FL N     -   171,250.      324,530.      MT  (+/- 180 meters Scaled)
 BG0120
 BG0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU644757(NAD 83)
 BG0120
 BG0120                          SUPERSEDED SURVEY CONTROL
 BG0120
 BG0120  NAVD 88 (06/15/91)   36.547  (m)          119.90   (f) SUPERSEDED  2 0
 BG0120  NGVD 29 (??/??/92)   36.586  (m)          120.03   (f) ADJ UNCH    2 0
 BG0120
 BG0120.Superseded values are not recommended for survey control.
 BG0120
 BG0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0120.See file dsdata.pdf to determine how the superseded data were derived.
 BG0120
 BG0120_MARKER: DD = SURVEY DISK
 BG0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0120_STAMPING: STA 205 ELEV 121 FT
 BG0120_MARK LOGO: USACE
 BG0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0120+STABILITY: SURFACE MOTION
 BG0120
 BG0120  HISTORY     - Date     Condition        Report By
 BG0120  HISTORY     - UNK      MONUMENTED       USACE
 BG0120  HISTORY     - 1955     MARK NOT FOUND   CGS
 BG0120
 BG0120                          STATION DESCRIPTION
 BG0120
 BG0120'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG0120'9.1 MI NW FROM WEST PENSACOLA.
 BG0120'13.2 MILES NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BG0120'AT PENSACOLA, ESCAMBIA COUNTY, AT THE WEST EDGE OF A SMALL PINE
 BG0120'GROVE, ABOUT 100 YARDS NORTHEAST OF A HOUSE, ABOUT 50 YARDS
 BG0120'EAST OF THE TOP OF A HILL, AND 2 FEET SOUTH OF THE SOUTH EDGE
 BG0120'OF THE HIGHWAY.  A CORPS OF ENGINEERS, U.S. ARMY STANDARD DISK,
 BG0120'STAMPED STA. 205 ELEV. 121 FT. AND SET IN THE TOP OF A CONCRETE
 BG0120'POT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0162 ***********************************************************************
 AG0162  DESIGNATION -  205
 AG0162  PID         -  AG0162
 AG0162  STATE/COUNTY-  FL/PINELLAS
 AG0162  COUNTRY     -  US
 AG0162  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0162
 AG0162                         *CURRENT SURVEY CONTROL
 AG0162  ______________________________________________________________________
 AG0162* NAD 83(1986) POSITION- 27 44 37.     (N) 082 44 59.     (W)   SCALED
 AG0162* NAVD 88 ORTHO HEIGHT -     1.429 (meters)        4.69  (feet) ADJUSTED
 AG0162  ______________________________________________________________________
 AG0162  GEOID HEIGHT    -        -24.350 (meters)                     GEOID18
 AG0162  DYNAMIC HEIGHT  -          1.427 (meters)        4.68  (feet) COMP
 AG0162  MODELED GRAVITY -    979,174.5   (mgal)                       NAVD 88
 AG0162
 AG0162  VERT ORDER      -  SECOND    CLASS II
 AG0162
 AG0162.The horizontal coordinates were scaled from a map and have
 AG0162.an estimated accuracy of +/- 6 seconds.
 AG0162
 AG0162.The orthometric height was determined by differential leveling and
 AG0162.adjusted by the NATIONAL GEODETIC SURVEY
 AG0162.in June 1991.
 AG0162
 AG0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0162.GEOID18 height accuracy estimate available here.
 AG0162
 AG0162.Click photographs - Photos may exist for this station.
 AG0162
 AG0162.The dynamic height is computed by dividing the NAVD 88
 AG0162.geopotential number by the normal gravity value computed on the
 AG0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0162.degrees latitude (g = 980.6199 gals.).
 AG0162
 AG0162.The modeled gravity was interpolated from observed gravity values.
 AG0162
 AG0162;                    North         East    Units  Estimated Accuracy
 AG0162;SPC FL W     -   378,020.      126,090.      MT  (+/- 180 meters Scaled)
 AG0162
 AG0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL275700(NAD 83)
 AG0162
 AG0162                          SUPERSEDED SURVEY CONTROL
 AG0162
 AG0162  NGVD 29 (??/??/92)    1.707  (m)            5.60   (f) ADJ UNCH    2 2
 AG0162
 AG0162.Superseded values are not recommended for survey control.
 AG0162
 AG0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0162.See file dsdata.pdf to determine how the superseded data were derived.
 AG0162
 AG0162_MARKER: DD = SURVEY DISK
 AG0162_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0162_SP_SET: INLET
 AG0162_STAMPING: 205
 AG0162_MARK LOGO: FLHD
 AG0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0162+STABILITY: SURFACE MOTION
 AG0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0162+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2001
 AG0162
 AG0162  HISTORY     - Date     Condition        Report By
 AG0162  HISTORY     - UNK      MONUMENTED       FLHD
 AG0162  HISTORY     - 1976     GOOD             FLDT
 AG0162  HISTORY     - 19910403 GOOD             USPSQD
 AG0162  HISTORY     - 19990202 GOOD             USPSQD
 AG0162  HISTORY     - 20010208 GOOD             USPSQD
 AG0162  HISTORY     - 20010331 GOOD             USPSQD
 AG0162  HISTORY     - 20061114 MARK NOT FOUND   USPSQD
 AG0162
 AG0162                          STATION DESCRIPTION
 AG0162
 AG0162'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0162'AT ST PETERSBURG BEACH.
 AG0162'TO REACH THE STATION FROM THE JUNCTION OF 75TH AVENUE (A19A/S.R.
 AG0162'690) AND GULF BLVD.  (A19A/S.R. 699), RUN EASTERLY ON 75TH AVENUE
 AG0162'FOR 0.10 MILE TO THE INTERSECTION OF BLIND PASS ROAD.  STATION
 AG0162'ON LEFT, 37.0 FT. NORTH OF THE CENTERLINE OF 75TH AVENUE, 30.5
 AG0162'FT. WEST OF THE CENTERLINE OF BLIND PASS ROAD, 3.5 FT. SOUTH OF
 AG0162'A SIGNAL/LIGHT POLE, NO NUMBER, 4.0 FT. NORTH OF THE BACK OF
 AG0162'CURB.  SET IN TOP OF A CONCRETE INLET.  SECTION 36, T31S, R15E.
 AG0162
 AG0162                          STATION RECOVERY (1991)
 AG0162
 AG0162'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD)
 AG0162'RECOVERED IN GOOD CONDITION.
 AG0162
 AG0162                          STATION RECOVERY (1999)
 AG0162
 AG0162'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0162'RECOVERED IN GOOD CONDITION.
 AG0162
 AG0162                          STATION RECOVERY (2001)
 AG0162
 AG0162'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG0162'RECOVERED IN GOOD CONDITION.
 AG0162
 AG0162                          STATION RECOVERY (2001)
 AG0162
 AG0162'RECOVERY NOTE BY US POWER SQUADRON 2001
 AG0162'RECOVERED IN GOOD CONDITION.
 AG0162
 AG0162                          STATION RECOVERY (2006)
 AG0162
 AG0162'RECOVERY NOTE BY US POWER SQUADRON 2006 (KNB)
 AG0162'THE STREET HAS BEEN WIDENED AND THERE IS NEW CONCRETE IN THE AREA.
 AG0162'THERE IS NO LONGER A CONCRETE INLET AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8128 ***********************************************************************
 DN8128  DESIGNATION -  20581 A
 DN8128  PID         -  DN8128
 DN8128  STATE/COUNTY-  FL/HERNANDO
 DN8128  COUNTRY     -  US
 DN8128  USGS QUAD   -  BROOKSVILLE (2018)
 DN8128
 DN8128                         *CURRENT SURVEY CONTROL
 DN8128  ______________________________________________________________________
 DN8128* NAD 83(1986) POSITION- 28 31 55.4    (N) 082 28 15.9    (W)   HD_HELD2
 DN8128* NAVD 88 ORTHO HEIGHT -    24.470 (meters)       80.28  (feet) ADJUSTED
 DN8128  ______________________________________________________________________
 DN8128  GEOID HEIGHT    -        -26.539 (meters)                     GEOID18
 DN8128  DYNAMIC HEIGHT  -         24.435 (meters)       80.17  (feet) COMP
 DN8128  MODELED GRAVITY -    979,194.9   (mgal)                       NAVD 88
 DN8128
 DN8128  VERT ORDER      -  FIRST     CLASS II
 DN8128
 DN8128.The horizontal coordinates were established by autonomous hand held GPS
 DN8128.observations and have an estimated accuracy of +/- 10 meters.
 DN8128
 DN8128.The orthometric height was determined by differential leveling and
 DN8128.adjusted by the NATIONAL GEODETIC SURVEY
 DN8128.in June 2012.
 DN8128
 DN8128.No vertical observational check was made to the station.
 DN8128
 DN8128.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8128.GEOID18 height accuracy estimate available here.
 DN8128
 DN8128.Click photographs - Photos may exist for this station.
 DN8128
 DN8128.The dynamic height is computed by dividing the NAVD 88
 DN8128.geopotential number by the normal gravity value computed on the
 DN8128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8128.degrees latitude (g = 980.6199 gals.).
 DN8128
 DN8128.The modeled gravity was interpolated from observed gravity values.
 DN8128
 DN8128;                    North         East    Units  Estimated Accuracy
 DN8128;SPC FL W     -   465,260.      153,895.      MT  (+/- 10 meters HH2 GPS)
 DN8128
 DN8128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5606757025(NAD 83)
 DN8128
 DN8128                          SUPERSEDED SURVEY CONTROL
 DN8128
 DN8128.No superseded survey control is available for this station.
 DN8128
 DN8128_MARKER: DD = SURVEY DISK
 DN8128_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8128_STAMPING: 20581 A 2011
 DN8128_MARK LOGO: SWFWMD
 DN8128_PROJECTION: FLUSH
 DN8128_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8128+SATELLITE: SATELLITE OBSERVATIONS - 2011
 DN8128_ROD/PIPE-DEPTH: 4.5 meters
 DN8128
 DN8128  HISTORY     - Date     Condition        Report By
 DN8128  HISTORY     - 2011     MONUMENTED       FLDEP
 DN8128
 DN8128                          STATION DESCRIPTION
 DN8128
 DN8128'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8128'THE MARK IS ABOUT 6.3 MI (10.1 KM) EAST OF WEEKI WACHEE, 6.3 MI (10.1
 DN8128'KM) NORTH OF MASARYKTOWN, 5.3 MI (8.5 KM) WEST-SOUTHWEST OF
 DN8128'BROOKSVILLE, IN SECTION 35, TOWNSHIP 22 SOUTH, RANGE 18 EAST.
 DN8128'
 DN8128'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 485 (COBB
 DN8128'ROAD), STATE ROAD 50A AND STATE ROAD 50 (CORTEZ BOULEVARD) ON THE WEST
 DN8128'SIDE OF BROOKSVILLE, GO WEST ON STATE ROAD 50 (CORTEZ BOULEVARD) FOR
 DN8128'2.8 MI (4.5 KM) TO THE INTERSECTION OF FORT DADE AVENUE.  TURN LEFT ON
 DN8128'FORT DADE AVENUE AND GO SOUTHWEST FOR 0.55 MI (0.9 KM) TO THE JUNCTION
 DN8128'OF WISCON ROAD ON THE RIGHT.  TURN RIGHT ON WISCON ROAD AND GO WEST
 DN8128'FOR 0.3 MI (0.5 KM) TO THE HERNANDO COUNTY GARAGE AND OFFICE BUILDING
 DN8128'ON THE LEFT.  TURN LEFT ON THE DRIVEWAY AND GO SOUTH AND WEST FOR 0.1
 DN8128'MI (0.2 KM) TO A WOODED AREA AND A WELL SITE ALONG THE WEST FENCE LINE
 DN8128'OF THE PROPERTY AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DN8128'DEPTH OF 14.7 FT (4.5 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN
 DN8128'A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH MULLINS
 DN8128'ROAD.
 DN8128'
 DN8128'LOCATED 50.2 FT (15.3 M) EAST OF THE APPROXIMATE CENTERLINE OF MULLINS
 DN8128'ROAD, 38.4 FT (11.7 M) SOUTH OF SURVEY MARK 20581 B, 33.5 FT (10.2 M)
 DN8128'EAST OF A CHAIN LINK FENCE, 16.7 FT (5.1 M) SOUTHEAST OF THE
 DN8128'SOUTHERNMOST OF 2 WELL HEADS AND 1.4 FT (0.4 M) NORTHWEST OF A
 DN8128'CARSONITE WITNESS POST.
 DN8128'
 DN8128'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8128'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8129 ***********************************************************************
 DN8129  DESIGNATION -  20581 B
 DN8129  PID         -  DN8129
 DN8129  STATE/COUNTY-  FL/HERNANDO
 DN8129  COUNTRY     -  US
 DN8129  USGS QUAD   -  BROOKSVILLE (2018)
 DN8129
 DN8129                         *CURRENT SURVEY CONTROL
 DN8129  ______________________________________________________________________
 DN8129* NAD 83(1986) POSITION- 28 31 56.0    (N) 082 28 15.9    (W)   HD_HELD2
 DN8129* NAVD 88 ORTHO HEIGHT -    24.527 (meters)       80.47  (feet) ADJUSTED
 DN8129  ______________________________________________________________________
 DN8129  GEOID HEIGHT    -        -26.540 (meters)                     GEOID18
 DN8129  DYNAMIC HEIGHT  -         24.491 (meters)       80.35  (feet) COMP
 DN8129  MODELED GRAVITY -    979,194.9   (mgal)                       NAVD 88
 DN8129
 DN8129  VERT ORDER      -  FIRST     CLASS II
 DN8129
 DN8129.The horizontal coordinates were established by autonomous hand held GPS
 DN8129.observations and have an estimated accuracy of +/- 10 meters.
 DN8129
 DN8129.The orthometric height was determined by differential leveling and
 DN8129.adjusted by the NATIONAL GEODETIC SURVEY
 DN8129.in June 2012.
 DN8129
 DN8129.No vertical observational check was made to the station.
 DN8129
 DN8129.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8129.GEOID18 height accuracy estimate available here.
 DN8129
 DN8129.Click photographs - Photos may exist for this station.
 DN8129
 DN8129.The dynamic height is computed by dividing the NAVD 88
 DN8129.geopotential number by the normal gravity value computed on the
 DN8129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8129.degrees latitude (g = 980.6199 gals.).
 DN8129
 DN8129.The modeled gravity was interpolated from observed gravity values.
 DN8129
 DN8129;                    North         East    Units  Estimated Accuracy
 DN8129;SPC FL W     -   465,279.      153,895.      MT  (+/- 10 meters HH2 GPS)
 DN8129
 DN8129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5606757044(NAD 83)
 DN8129
 DN8129                          SUPERSEDED SURVEY CONTROL
 DN8129
 DN8129.No superseded survey control is available for this station.
 DN8129
 DN8129_MARKER: DD = SURVEY DISK
 DN8129_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8129_STAMPING: 20581 B 2011
 DN8129_MARK LOGO: SWFWMD
 DN8129_PROJECTION: FLUSH
 DN8129_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8129+SATELLITE: SATELLITE OBSERVATIONS - 2011
 DN8129_ROD/PIPE-DEPTH: 6.4 meters
 DN8129
 DN8129  HISTORY     - Date     Condition        Report By
 DN8129  HISTORY     - 2011     MONUMENTED       FLDEP
 DN8129
 DN8129                          STATION DESCRIPTION
 DN8129
 DN8129'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8129'THE MARK IS ABOUT 6.3 MI (10.1 KM) EAST OF WEEKI WACHEE, 6.3 MI (10.1
 DN8129'KM) NORTH OF MASARYKTOWN, 5.3 MI (8.5 KM) WEST-SOUTHWEST OF
 DN8129'BROOKSVILLE, IN SECTION 35, TOWNSHIP 22 SOUTH, RANGE 18 EAST.
 DN8129'
 DN8129'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 485 (COBB
 DN8129'ROAD), STATE ROAD 50A AND STATE ROAD 50 (CORTEZ BOULEVARD) ON THE WEST
 DN8129'SIDE OF BROOKSVILLE, GO WEST ON STATE ROAD 50 (CORTEZ BOULEVARD) FOR
 DN8129'2.8 MI (4.5 KM) TO THE INTERSECTION OF FORT DADE AVENUE.  TURN LEFT ON
 DN8129'FORT DADE AVENUE AND GO SOUTHWEST FOR 0.55 MI (0.9 KM) TO THE JUNCTION
 DN8129'OF WISCON ROAD ON THE RIGHT.  TURN RIGHT ON WISCON ROAD AND GO WEST
 DN8129'FOR 0.3 MI (0.5 KM) TO THE HERNANDO COUNTY GARAGE AND OFFICE BUILDING
 DN8129'ON THE LEFT.  TURN LEFT ON THE DRIVEWAY AND GO SOUTH AND WEST FOR 0.1
 DN8129'MI (0.2 KM) TO A WOODED AREA AND A WELL SITE ALONG THE WEST FENCE LINE
 DN8129'OF THE PROPERTY AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DN8129'DEPTH OF 21.0 FT (6.4 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN
 DN8129'A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH MULLINS
 DN8129'ROAD.
 DN8129'
 DN8129'LOCATED 38.4 FT (11.7 M) NORTH OF SURVEY MARK 20581 A, 34.7 FT (10.6
 DN8129'M) EAST OF THE APPROXIMATE CENTERLINE OF MULLINS ROAD, 17.7 FT (5.4 M)
 DN8129'EAST OF A CHAIN LINK FENCE, 10.5 FT (3.2 M) NORTHEAST OF THE
 DN8129'NORTHERNMOST OF 2 WELL HEADS AND 1.9 FT (0.6 M) SOUTH-SOUTHEAST OF A
 DN8129'CARSONITE WITNESS POST.
 DN8129'
 DN8129'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8129'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5943 ***********************************************************************
 DN5943  DESIGNATION -  20584 A
 DN5943  PID         -  DN5943
 DN5943  STATE/COUNTY-  FL/HERNANDO
 DN5943  COUNTRY     -  US
 DN5943  USGS QUAD   -  WEEKI WACHEE SPRING (2018)
 DN5943
 DN5943                         *CURRENT SURVEY CONTROL
 DN5943  ______________________________________________________________________
 DN5943* NAD 83(1986) POSITION- 28 32 00.8    (N) 082 31 58.3    (W)   HD_HELD2
 DN5943* NAVD 88 ORTHO HEIGHT -    10.298 (meters)       33.79  (feet) ADJUSTED
 DN5943  ______________________________________________________________________
 DN5943  GEOID HEIGHT    -        -26.481 (meters)                     GEOID18
 DN5943  DYNAMIC HEIGHT  -         10.283 (meters)       33.74  (feet) COMP
 DN5943  MODELED GRAVITY -    979,202.6   (mgal)                       NAVD 88
 DN5943
 DN5943  VERT ORDER      -  FIRST     CLASS II
 DN5943
 DN5943.The horizontal coordinates were established by autonomous hand held GPS
 DN5943.observations and have an estimated accuracy of +/- 10 meters.
 DN5943
 DN5943.The orthometric height was determined by differential leveling and
 DN5943.adjusted by the NATIONAL GEODETIC SURVEY
 DN5943.in June 2012.
 DN5943
 DN5943.No vertical observational check was made to the station.
 DN5943
 DN5943.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5943.GEOID18 height accuracy estimate available here.
 DN5943
 DN5943.Click photographs - Photos may exist for this station.
 DN5943
 DN5943.The dynamic height is computed by dividing the NAVD 88
 DN5943.geopotential number by the normal gravity value computed on the
 DN5943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5943.degrees latitude (g = 980.6199 gals.).
 DN5943
 DN5943.The modeled gravity was interpolated from observed gravity values.
 DN5943
 DN5943;                    North         East    Units  Estimated Accuracy
 DN5943;SPC FL W     -   465,452.      147,850.      MT  (+/- 10 meters HH2 GPS)
 DN5943
 DN5943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5002457267(NAD 83)
 DN5943
 DN5943                          SUPERSEDED SURVEY CONTROL
 DN5943
 DN5943.No superseded survey control is available for this station.
 DN5943
 DN5943_MARKER: DD = SURVEY DISK
 DN5943_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5943_STAMPING: 20584 A 2011
 DN5943_MARK LOGO: SWFWMD
 DN5943_PROJECTION: FLUSH
 DN5943_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5943+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2011
 DN5943_ROD/PIPE-DEPTH: 6.3 meters
 DN5943
 DN5943  HISTORY     - Date     Condition        Report By
 DN5943  HISTORY     - 20110216 MONUMENTED       FLDEP
 DN5943
 DN5943                          STATION DESCRIPTION
 DN5943
 DN5943'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5943'THE MARK IS ABOUT 7.8 MI (12.6 KM) NORTHWEST OF MASARYKTOWN, 6.7 MI
 DN5943'(10.8 KM) EAST OF BAYPORT, 2.8 MI (4.4 KM) EAST-NORTHEAST OF WEEKI
 DN5943'WACHEE, IN SECTION 29, TOWNSHIP 22 SOUTH, RANGE 18 EAST.
 DN5943'
 DN5943'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN5943'WAY) AND STATE ROAD 50 (CORTEZ BOULEVARD) IN WEEKI WACHEE, GO EAST ON
 DN5943'STATE ROAD 50 (CORTEZ BOULEVARD) FOR 2.5 MI (4.0 KM) TO A WELL SITE ON
 DN5943'THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DN5943'AT A DEPTH OF 20.7 FT (6.3 M) WITH AN ALUMINUM DISK ATTACHED AND
 DN5943'ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT
 DN5943'5.0 FT (1.5 M) BELOW THE LEVEL OF STATE ROAD 50 (CORTEZ BOULEVARD)
 DN5943'WESTBOUND LANES.
 DN5943'
 DN5943'LOCATED 58.8 FT (17.9 M) WEST OF SURVEY MARK 20584 B, 56.8 FT (17.3 M)
 DN5943'WEST-SOUTHWEST OF POWER POLE NUMBER 5271-3292, 49.6 FT (15.1 M) NORTH
 DN5943'OF THE APPROXIMATE CENTERLINE OF STATE ROAD 50 (CORTEZ BOULEVARD)
 DN5943'WESTBOUND LANES, 28.7 FT (8.7 M) WEST-NORTHWEST OF WELL HEAD 20584 AND
 DN5943'2.2 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST.
 DN5943'
 DN5943'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN5943'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5942 ***********************************************************************
 DN5942  DESIGNATION -  20584 B
 DN5942  PID         -  DN5942
 DN5942  STATE/COUNTY-  FL/HERNANDO
 DN5942  COUNTRY     -  US
 DN5942  USGS QUAD   -  WEEKI WACHEE SPRING (2018)
 DN5942
 DN5942                         *CURRENT SURVEY CONTROL
 DN5942  ______________________________________________________________________
 DN5942* NAD 83(1986) POSITION- 28 32 00.9    (N) 082 31 57.8    (W)   HD_HELD2
 DN5942* NAVD 88 ORTHO HEIGHT -    10.381 (meters)       34.06  (feet) ADJUSTED
 DN5942  ______________________________________________________________________
 DN5942  GEOID HEIGHT    -        -26.482 (meters)                     GEOID18
 DN5942  DYNAMIC HEIGHT  -         10.366 (meters)       34.01  (feet) COMP
 DN5942  MODELED GRAVITY -    979,202.5   (mgal)                       NAVD 88
 DN5942
 DN5942  VERT ORDER      -  FIRST     CLASS II
 DN5942
 DN5942.The horizontal coordinates were established by autonomous hand held GPS
 DN5942.observations and have an estimated accuracy of +/- 10 meters.
 DN5942
 DN5942.The orthometric height was determined by differential leveling and
 DN5942.adjusted by the NATIONAL GEODETIC SURVEY
 DN5942.in June 2012.
 DN5942
 DN5942.No vertical observational check was made to the station.
 DN5942
 DN5942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5942.GEOID18 height accuracy estimate available here.
 DN5942
 DN5942.Click photographs - Photos may exist for this station.
 DN5942
 DN5942.The dynamic height is computed by dividing the NAVD 88
 DN5942.geopotential number by the normal gravity value computed on the
 DN5942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5942.degrees latitude (g = 980.6199 gals.).
 DN5942
 DN5942.The modeled gravity was interpolated from observed gravity values.
 DN5942
 DN5942;                    North         East    Units  Estimated Accuracy
 DN5942;SPC FL W     -   465,455.      147,863.      MT  (+/- 10 meters HH2 GPS)
 DN5942
 DN5942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5003757270(NAD 83)
 DN5942
 DN5942                          SUPERSEDED SURVEY CONTROL
 DN5942
 DN5942.No superseded survey control is available for this station.
 DN5942
 DN5942_MARKER: DD = SURVEY DISK
 DN5942_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5942_STAMPING: 20584 B 2011
 DN5942_MARK LOGO: SWFWMD
 DN5942_PROJECTION: FLUSH
 DN5942_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5942+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2011
 DN5942_ROD/PIPE-DEPTH: 6.0 meters
 DN5942
 DN5942  HISTORY     - Date     Condition        Report By
 DN5942  HISTORY     - 20110216 MONUMENTED       FLDEP
 DN5942
 DN5942                          STATION DESCRIPTION
 DN5942
 DN5942'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5942'THE MARK IS ABOUT 7.8 MI (12.6 KM) NORTHWEST OF MASARYKTOWN, 6.7 MI
 DN5942'(10.8 KM) EAST OF BAYPORT, 2.8 MI (4.5 KM) EAST-NORTHEAST OF WEEKI
 DN5942'WACHEE, IN SECTION 29, TOWNSHIP 22 SOUTH, RANGE 18 EAST.
 DN5942'
 DN5942'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN5942'WAY) AND STATE ROAD 50 (CORTEZ BOULEVARD) IN WEEKI WACHEE, GO EAST ON
 DN5942'STATE ROAD 50 (CORTEZ BOULEVARD) FOR 2.5 MI (4.0 KM) TO A WELL SITE ON
 DN5942'THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DN5942'AT A DEPTH OF 19.6 FT (6.0 M) WITH AN ALUMINUM DISK ATTACHED AND
 DN5942'ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT
 DN5942'5.0 FT (1.5 M) BELOW THE LEVEL OF STATE ROAD 50 (CORTEZ BOULEVARD)
 DN5942'WESTBOUND LANES.
 DN5942'
 DN5942'LOCATED 58.8 FT (17.9 M) EAST OF SURVEY MARK 20584 A, 48.8 FT (14.9 M)
 DN5942'NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 50 (CORTEZ
 DN5942'BOULEVARD) WESTBOUND LANES, 34.4 FT (10.5 M) NORTHEAST OF WELL HEAD
 DN5942'20584, 25.2 FT (7.7 M) SOUTH OF A POWER POLE NUMBER 5271-3292 AND 2.1
 DN5942'FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST.
 DN5942'
 DN5942'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN5942'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0372 ***********************************************************************
 AQ0372  DESIGNATION -  206
 AQ0372  PID         -  AQ0372
 AQ0372  STATE/COUNTY-  FL/ST JOHNS
 AQ0372  COUNTRY     -  US
 AQ0372  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 AQ0372
 AQ0372                         *CURRENT SURVEY CONTROL
 AQ0372  ______________________________________________________________________
 AQ0372* NAD 83(1986) POSITION- 29 46 03.     (N) 081 15 22.     (W)   SCALED
 AQ0372* NAVD 88 ORTHO HEIGHT -     4.540 (meters)       14.90  (feet) ADJUSTED
 AQ0372  ______________________________________________________________________
 AQ0372  GEOID HEIGHT    -        -28.775 (meters)                     GEOID18
 AQ0372  DYNAMIC HEIGHT  -          4.533 (meters)       14.87  (feet) COMP
 AQ0372  MODELED GRAVITY -    979,299.0   (mgal)                       NAVD 88
 AQ0372
 AQ0372  VERT ORDER      -  SECOND    CLASS 0
 AQ0372
 AQ0372.The horizontal coordinates were scaled from a map and have
 AQ0372.an estimated accuracy of +/- 6 seconds.
 AQ0372
 AQ0372.The orthometric height was determined by differential leveling and
 AQ0372.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0372.in June 1991.
 AQ0372
 AQ0372.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0372.GEOID18 height accuracy estimate available here.
 AQ0372
 AQ0372.Click photographs - Photos may exist for this station.
 AQ0372
 AQ0372.The dynamic height is computed by dividing the NAVD 88
 AQ0372.geopotential number by the normal gravity value computed on the
 AQ0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0372.degrees latitude (g = 980.6199 gals.).
 AQ0372
 AQ0372.The modeled gravity was interpolated from observed gravity values.
 AQ0372
 AQ0372;                    North         East    Units  Estimated Accuracy
 AQ0372;SPC FL E     -   602,120.      175,230.      MT  (+/- 180 meters Scaled)
 AQ0372
 AQ0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN752930(NAD 83)
 AQ0372
 AQ0372                          SUPERSEDED SURVEY CONTROL
 AQ0372
 AQ0372  NGVD 29 (??/??/92)    4.863  (m)           15.95   (f) ADJ UNCH    2 0
 AQ0372
 AQ0372.Superseded values are not recommended for survey control.
 AQ0372
 AQ0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0372.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0372
 AQ0372_MARKER: DD = SURVEY DISK
 AQ0372_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ0372_SP_SET: BRIDGE ABUTMENT
 AQ0372_STAMPING: 206 1951 IWSJ JACKSONVILLE
 AQ0372_MARK LOGO: USACE
 AQ0372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ0372
 AQ0372  HISTORY     - Date     Condition        Report By
 AQ0372  HISTORY     - 1951     MONUMENTED       USACE
 AQ0372  HISTORY     - 1970     GOOD             NGS
 AQ0372  HISTORY     - 1971     GOOD             NGS
 AQ0372  HISTORY     - 1988     GOOD             USPSQD
 AQ0372  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AQ0372  HISTORY     - 19910323 MARK NOT FOUND   NGS
 AQ0372  HISTORY     - 20141124 MARK NOT FOUND   FL-109
 AQ0372
 AQ0372                          STATION DESCRIPTION
 AQ0372
 AQ0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AQ0372'0.2 MI W FROM CRESCENT BEACH.
 AQ0372'ABOUT 0.2 MILE WEST ALONG STATE HIGHWAY 206 FROM THE JUNCTION
 AQ0372'OF STATE HIGHWAY A 1 A AT CRESCENT BEACH, 57 PACES WEST OF THE
 AQ0372'WEST END OF THE HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY,
 AQ0372'3 FEET WEST OF THE NORTHWEST CORNER OF THE BRIDGE TENDER HOUSE,
 AQ0372'13.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET ON
 AQ0372'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE ABUTMENT OF THE
 AQ0372'DRAWBRIDGE OVER THE INTRACOASTAL WATERWAY, AND 1 FOOT ABOVE
 AQ0372'THE LEVEL OF THE BRIDGE FLOOR.
 AQ0372
 AQ0372                          STATION RECOVERY (1971)
 AQ0372
 AQ0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AQ0372'RECOVERED IN GOOD CONDITION.
 AQ0372
 AQ0372                          STATION RECOVERY (1988)
 AQ0372
 AQ0372'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ0372'RECOVERED IN GOOD CONDITION.
 AQ0372
 AQ0372                          STATION RECOVERY (1989)
 AQ0372
 AQ0372'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ0372'MARK NOT FOUND.
 AQ0372
 AQ0372                          STATION RECOVERY (1991)
 AQ0372
 AQ0372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0372'THE BRIDGE AT THE DESCRIBED LOCATION HAS BEEN REMOVED.  ASSUMED
 AQ0372'DESTROYED.
 AQ0372
 AQ0372                          STATION RECOVERY (2014)
 AQ0372
 AQ0372'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)
 AQ0372'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0163 ***********************************************************************
 AG0163  DESIGNATION -  206
 AG0163  PID         -  AG0163
 AG0163  STATE/COUNTY-  FL/PINELLAS
 AG0163  COUNTRY     -  US
 AG0163  USGS QUAD   -  SEMINOLE (2018)
 AG0163
 AG0163                         *CURRENT SURVEY CONTROL
 AG0163  ______________________________________________________________________
 AG0163* NAD 83(1986) POSITION- 27 48 31.     (N) 082 45 11.     (W)   SCALED
 AG0163* NAVD 88 ORTHO HEIGHT -     4.046 (meters)       13.27  (feet) ADJUSTED
 AG0163  ______________________________________________________________________
 AG0163  GEOID HEIGHT    -        -24.418 (meters)                     GEOID18
 AG0163  DYNAMIC HEIGHT  -          4.040 (meters)       13.25  (feet) COMP
 AG0163  MODELED GRAVITY -    979,179.3   (mgal)                       NAVD 88
 AG0163
 AG0163  VERT ORDER      -  SECOND    CLASS II
 AG0163
 AG0163.The horizontal coordinates were scaled from a map and have
 AG0163.an estimated accuracy of +/- 6 seconds.
 AG0163
 AG0163.The orthometric height was determined by differential leveling and
 AG0163.adjusted by the NATIONAL GEODETIC SURVEY
 AG0163.in June 1991.
 AG0163
 AG0163.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0163.GEOID18 height accuracy estimate available here.
 AG0163
 AG0163.Click photographs - Photos may exist for this station.
 AG0163
 AG0163.The dynamic height is computed by dividing the NAVD 88
 AG0163.geopotential number by the normal gravity value computed on the
 AG0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0163.degrees latitude (g = 980.6199 gals.).
 AG0163
 AG0163.The modeled gravity was interpolated from observed gravity values.
 AG0163
 AG0163;                    North         East    Units  Estimated Accuracy
 AG0163;SPC FL W     -   385,230.      125,800.      MT  (+/- 180 meters Scaled)
 AG0163
 AG0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL273772(NAD 83)
 AG0163
 AG0163                          SUPERSEDED SURVEY CONTROL
 AG0163
 AG0163  NGVD 29 (??/??/92)    4.315  (m)           14.16   (f) ADJ UNCH    2 2
 AG0163
 AG0163.Superseded values are not recommended for survey control.
 AG0163
 AG0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0163.See file dsdata.pdf to determine how the superseded data were derived.
 AG0163
 AG0163_MARKER: DD = SURVEY DISK
 AG0163_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0163_SP_SET: CULVERT HEADWALL
 AG0163_STAMPING: 206
 AG0163_MARK LOGO: FLHD
 AG0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0163+STABILITY: SURFACE MOTION
 AG0163
 AG0163  HISTORY     - Date     Condition        Report By
 AG0163  HISTORY     - UNK      MONUMENTED       FLHD
 AG0163  HISTORY     - 1976     GOOD             FLDT
 AG0163  HISTORY     - 1977     GOOD             FL-103
 AG0163
 AG0163                          STATION DESCRIPTION
 AG0163
 AG0163'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0163'0.5 MI N FROM ST PETERSBURG.
 AG0163'STATION IS AT THE INTERSECTION OF PARK STREET (S.R. 695/C.R. 34)
 AG0163'AND U.S. ALT. 19 (S.R. 595/TYRONE BLVD), 58.3 FT. NE OF THE
 AG0163'CENTERLINE OF U.S. ALT. 19, 318.0 FT. SE OF THE CENTERLINE OF
 AG0163'PARK STREET, 76.3 FT. SE OF POWER POLE, NUMBER 1A-25323-R, 16.5
 AG0163'FT. NE OF THE BACK OF CURB.  SET IN TOP OF A CONCRETE HEADWALL.
 AG0163'SECTION 1, T 31S, R 15E.
 AG0163
 AG0163                          STATION RECOVERY (1977)
 AG0163
 AG0163'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0163'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5924 ***********************************************************************
 DN5924  DESIGNATION -  20690 A
 DN5924  PID         -  DN5924
 DN5924  STATE/COUNTY-  FL/HERNANDO
 DN5924  COUNTRY     -  US
 DN5924  USGS QUAD   -  WEEKI WACHEE SPRING (2018)
 DN5924
 DN5924                         *CURRENT SURVEY CONTROL
 DN5924  ______________________________________________________________________
 DN5924* NAD 83(1986) POSITION- 28 32 42.7    (N) 082 36 56.2    (W)   HD_HELD2
 DN5924* NAVD 88 ORTHO HEIGHT -     2.034 (meters)        6.67  (feet) ADJUSTED
 DN5924  ______________________________________________________________________
 DN5924  GEOID HEIGHT    -        -26.449 (meters)                     GEOID18
 DN5924  DYNAMIC HEIGHT  -          2.031 (meters)        6.66  (feet) COMP
 DN5924  MODELED GRAVITY -    979,208.0   (mgal)                       NAVD 88
 DN5924
 DN5924  VERT ORDER      -  FIRST     CLASS II
 DN5924
 DN5924.The horizontal coordinates were established by autonomous hand held GPS
 DN5924.observations and have an estimated accuracy of +/- 10 meters.
 DN5924
 DN5924.The orthometric height was determined by differential leveling and
 DN5924.adjusted by the NATIONAL GEODETIC SURVEY
 DN5924.in June 2012.
 DN5924
 DN5924.No vertical observational check was made to the station.
 DN5924
 DN5924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5924.GEOID18 height accuracy estimate available here.
 DN5924
 DN5924.Click photographs - Photos may exist for this station.
 DN5924
 DN5924.The dynamic height is computed by dividing the NAVD 88
 DN5924.geopotential number by the normal gravity value computed on the
 DN5924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5924.degrees latitude (g = 980.6199 gals.).
 DN5924
 DN5924.The modeled gravity was interpolated from observed gravity values.
 DN5924
 DN5924;                    North         East    Units  Estimated Accuracy
 DN5924;SPC FL W     -   466,781.      139,758.      MT  (+/- 10 meters HH2 GPS)
 DN5924
 DN5924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4194458663(NAD 83)
 DN5924
 DN5924                          SUPERSEDED SURVEY CONTROL
 DN5924
 DN5924.No superseded survey control is available for this station.
 DN5924
 DN5924_MARKER: DD = SURVEY DISK
 DN5924_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5924_STAMPING: 20690 A 2011
 DN5924_MARK LOGO: SWFWMD
 DN5924_PROJECTION: FLUSH
 DN5924_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5924+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2011
 DN5924_ROD/PIPE-DEPTH: 7.2 meters
 DN5924
 DN5924  HISTORY     - Date     Condition        Report By
 DN5924  HISTORY     - 20110103 MONUMENTED       FLDEP
 DN5924
 DN5924                          STATION DESCRIPTION
 DN5924
 DN5924'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5924'THE MARK IS ABOUT 8.3 MI (13.4 KM) NORTH-NORTHEAST OF ARIPEKA, 3.3 MI
 DN5924'(5.3 KM) NORTHWEST OF WEEKI WACHEE, 1.6 MI (2.6 KM) EAST OF BAYPORT,
 DN5924'IN SECTION 28, TOWNSHIP 22 SOUTH, RANGE 17 EAST.
 DN5924'
 DN5924'THE MARK IS NEAR A WELL SITE AT THE NORTHEAST CORNER OF THE JUNCTION
 DN5924'OF COUNTY ROAD 550 (CORTEZ BOULEVARD) AND COUNTY ROAD 597 (SHOAL LINE
 DN5924'BOULEVARD) ABOUT 1.6 MI (2.6 KM) EAST OF BAYPORT, AN ALUMINUM ROD
 DN5924'DRIVEN TO REFUSAL AT A DEPTH OF 23.7 FT (7.2 M) WITH AN ALUMINUM DISK
 DN5924'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DN5924'GROUND AND LEVEL WITH COUNTY ROAD 550 (CORTEZ BOULEVARD).
 DN5924'
 DN5924'LOCATED 74.1 FT (22.6 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DN5924'OF COUNTY ROAD 550 (CORTEZ BOULEVARD), 56.0 FT (17.1 M) EAST OF THE
 DN5924'APPROXIMATE EXTENDED CENTERLINE OF COUNTY ROAD 597 (SHOAL LINE
 DN5924'BOULEVARD), 49.0 FT (14.9 M) EAST OF A POWER POLE WITH A STORM SURGE
 DN5924'INDICATOR ATTACHED, 5.4 FT (1.6 M) WEST-NORTHWEST OF A WELL HEAD AND
 DN5924'1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 DN5924'
 DN5924'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN5924'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0390 ***********************************************************************
 BC0390  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0390  DESIGNATION -  207
 BC0390  PID         -  BC0390
 BC0390  STATE/COUNTY-  FL/DUVAL
 BC0390  COUNTRY     -  US
 BC0390  USGS QUAD   -  ORANGE PARK (2018)
 BC0390
 BC0390                         *CURRENT SURVEY CONTROL
 BC0390  ______________________________________________________________________
 BC0390* NAD 83(1986) POSITION- 30 13 32.     (N) 081 41 35.     (W)   SCALED
 BC0390* NAVD 88 ORTHO HEIGHT -     5.368 (meters)       17.61  (feet) ADJUSTED
 BC0390  ______________________________________________________________________
 BC0390  GEOID HEIGHT    -        -28.209 (meters)                     GEOID18
 BC0390  DYNAMIC HEIGHT  -          5.361 (meters)       17.59  (feet) COMP
 BC0390  MODELED GRAVITY -    979,353.2   (mgal)                       NAVD 88
 BC0390
 BC0390  VERT ORDER      -  FIRST     CLASS II
 BC0390
 BC0390.The horizontal coordinates were scaled from a map and have
 BC0390.an estimated accuracy of +/- 6 seconds.
 BC0390
 BC0390.The orthometric height was determined by differential leveling and
 BC0390.adjusted by the NATIONAL GEODETIC SURVEY
 BC0390.in June 1991.
 BC0390
 BC0390.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0390.GEOID18 height accuracy estimate available here.
 BC0390
 BC0390.This Tidal Bench Mark is designated as VM 17037
 BC0390.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0390
 BC0390.Click photographs - Photos may exist for this station.
 BC0390
 BC0390.The dynamic height is computed by dividing the NAVD 88
 BC0390.geopotential number by the normal gravity value computed on the
 BC0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0390.degrees latitude (g = 980.6199 gals.).
 BC0390
 BC0390.The modeled gravity was interpolated from observed gravity values.
 BC0390
 BC0390;                    North         East    Units  Estimated Accuracy
 BC0390;SPC FL E     -   653,070.      133,290.      MT  (+/- 180 meters Scaled)
 BC0390
 BC0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP333439(NAD 83)
 BC0390
 BC0390                          SUPERSEDED SURVEY CONTROL
 BC0390
 BC0390  NGVD 29 (??/??/92)    5.693  (m)           18.68   (f) SUPERSEDED  1 2
 BC0390  NGVD 29 (09/01/92)    5.693  (m)           18.68   (f) ADJUSTED    1 2
 BC0390
 BC0390.Superseded values are not recommended for survey control.
 BC0390
 BC0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0390.See file dsdata.pdf to determine how the superseded data were derived.
 BC0390
 BC0390_MARKER: I = METAL ROD
 BC0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0390_MAGNETIC: P = MARKER IS A STEEL PIPE
 BC0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0390+STABILITY: SURFACE MOTION
 BC0390_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0390+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 BC0390
 BC0390  HISTORY     - Date     Condition        Report By
 BC0390  HISTORY     - UNK      MONUMENTED       USACE
 BC0390  HISTORY     - 1957     GOOD             CGS
 BC0390  HISTORY     - 1964     GOOD             CGS
 BC0390  HISTORY     - 1977     GOOD             FLDNR
 BC0390  HISTORY     - 1977     GOOD             FLDNR
 BC0390  HISTORY     - 19931013 GOOD             NGS
 BC0390
 BC0390                          STATION DESCRIPTION
 BC0390
 BC0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BC0390'AT JACKSONVILLE NAS.
 BC0390'AT JACKSONVILLE NAVAL AIR STATION, DUVAL COUNTY, ABOUT 0.3 MILE
 BC0390'EAST OF THE MAIN GATE, AT THE INTERSECTION OF YORKTOWN AVENUE AND
 BC0390'CHILDS STREET, 56.5 FEET NORTH OF THE CENTERLINE OF YORKTOWN
 BC0390'AVENUE, 28.3 FEET EAST OF THE CENTERLINE OF CHILDS STREET, AND
 BC0390'ABOUT 1 FOOT LOWER THAN THE GROUND SURFACE.  AN IRON PIPE SET
 BC0390'IN THE TOP OF A CONCRETE POST SURROUNDED BY A 10-INCH TILE PIPE.
 BC0390
 BC0390                          STATION RECOVERY (1964)
 BC0390
 BC0390'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BC0390'RECOVERED IN GOOD CONDITION.
 BC0390
 BC0390                          STATION RECOVERY (1977)
 BC0390
 BC0390'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0390'RECOVERED IN GOOD CONDITION.
 BC0390
 BC0390                          STATION RECOVERY (1977)
 BC0390
 BC0390'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0390'RECOVERED IN GOOD CONDITION.
 BC0390
 BC0390                          STATION RECOVERY (1993)
 BC0390
 BC0390'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC0390'THE MARK IS ABOUT 15.0 MI (24.1 KM) SOUTHEAST OF JACKSONVILLE, 3.0 MI
 BC0390'(4.8 KM) NORTH-NORTHEAST OF ORANGE PARK ON THE NAVAL AIR STATION IN
 BC0390'SECTION 22, TOWNSHIP 3 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM
 BC0390'THE INTERSECTION OF INTERSTATE 295 AND U.S. HIGHWAY 17 IN ORANGE PARK,
 BC0390'GO NORTH ON U.S. HIGHWAY 17 FOR 2.45 MI (3.94 KM) TO THE MAIN ENTRANCE
 BC0390'TO THE NAVAL AIR STATION ON THE RIGHT (YORKTOWN AVENUE), TURN RIGHT ON
 BC0390'YORKTOWN AVENUE AND GO EAST PASSING THE GUARD HOUSE FOR 0.3 MI (0.5
 BC0390'KM) TO THE INTERSECTION OF CHILDS STREET AND THE MARK ON THE LEFT, AN
 BC0390'IRON PIPE SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.8 FT (24.4
 BC0390'CM) BELOW THE LEVEL OF THE GROUND, 56.5 FT (17.2 M) NORTH OF THE
 BC0390'APPROXIMATE CENTERLINE OF YORKTOWN AVENUE AND 29.3 FT (8.9 M) EAST OF
 BC0390'THE APPROXIMATE CENTERLINE OF CHILDS STREET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0164 ***********************************************************************
 AG0164  DESIGNATION -  207
 AG0164  PID         -  AG0164
 AG0164  STATE/COUNTY-  FL/PINELLAS
 AG0164  COUNTRY     -  US
 AG0164  USGS QUAD   -  SEMINOLE (2018)
 AG0164
 AG0164                         *CURRENT SURVEY CONTROL
 AG0164  ______________________________________________________________________
 AG0164* NAD 83(1986) POSITION- 27 48 46.5    (N) 082 45 45.1    (W)   HD_HELD2
 AG0164* NAVD 88 ORTHO HEIGHT -     5.033 (meters)       16.51  (feet) ADJUSTED
 AG0164  ______________________________________________________________________
 AG0164  GEOID HEIGHT    -        -24.412 (meters)                     GEOID18
 AG0164  DYNAMIC HEIGHT  -          5.026 (meters)       16.49  (feet) COMP
 AG0164  MODELED GRAVITY -    979,179.7   (mgal)                       NAVD 88
 AG0164
 AG0164  VERT ORDER      -  SECOND    CLASS I
 AG0164
 AG0164.The horizontal coordinates were established by autonomous hand held GPS
 AG0164.observations and have an estimated accuracy of +/- 10 meters.
 AG0164
 AG0164.The orthometric height was determined by differential leveling and
 AG0164.adjusted by the NATIONAL GEODETIC SURVEY
 AG0164.in January 2011.
 AG0164
 AG0164.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0164.GEOID18 height accuracy estimate available here.
 AG0164
 AG0164.Click photographs - Photos may exist for this station.
 AG0164
 AG0164.The dynamic height is computed by dividing the NAVD 88
 AG0164.geopotential number by the normal gravity value computed on the
 AG0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0164.degrees latitude (g = 980.6199 gals.).
 AG0164
 AG0164.The modeled gravity was interpolated from observed gravity values.
 AG0164
 AG0164;                    North         East    Units  Estimated Accuracy
 AG0164;SPC FL W     -   385,711.      124,870.      MT  (+/- 10 meters HH2 GPS)
 AG0164
 AG0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2638977724(NAD 83)
 AG0164
 AG0164                          SUPERSEDED SURVEY CONTROL
 AG0164
 AG0164  NAVD 88 (06/15/91)    5.031  (m)           16.51   (f) SUPERSEDED  2 2
 AG0164  NGVD 29 (??/??/92)    5.299  (m)           17.39   (f) ADJ UNCH    2 2
 AG0164
 AG0164.Superseded values are not recommended for survey control.
 AG0164
 AG0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0164.See file dsdata.pdf to determine how the superseded data were derived.
 AG0164
 AG0164_MARKER: DD = SURVEY DISK
 AG0164_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0164_SP_SET: GUARD RAIL
 AG0164_STAMPING: 207
 AG0164_MARK LOGO: FLSRD
 AG0164_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG0164_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0164+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2014
 AG0164
 AG0164  HISTORY     - Date     Condition        Report By
 AG0164  HISTORY     - UNK      MONUMENTED       FLHD
 AG0164  HISTORY     - 1976     GOOD             FLDT
 AG0164  HISTORY     - 1977     GOOD             FL-103
 AG0164  HISTORY     - 1990     GOOD             USPSQD
 AG0164  HISTORY     - 20080925 GOOD             PINCPW
 AG0164  HISTORY     - 20090915 GOOD             FLDEP
 AG0164  HISTORY     - 20140927 GOOD             GEOCAC
 AG0164
 AG0164                          STATION DESCRIPTION
 AG0164
 AG0164'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0164'1 MI NW FROM ST PETERSBURG.
 AG0164'TO REACH THE STATION FROM THE INTERSECTION OF PARK STREET (S.R.
 AG0164'695/C.R. 34) AND U.S. ALT. 19 (S.R. 595/TYRONE BLVD.), RUN WESTERLY
 AG0164'ON U.S. ALT. 19 FOR 0.6 MILE TO BRIDGE.  STATION ON RIGHT, ON THE
 AG0164'NE SIDE OF THE WESTERLY BOUND BRIDGE.  SET IN TOP OF THE CONCRETE
 AG0164'HANDRAIL.  SECTION 1, T 31S, R 15E.
 AG0164
 AG0164                          STATION RECOVERY (1977)
 AG0164
 AG0164'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0164'RECOVERED IN GOOD CONDITION.
 AG0164
 AG0164                          STATION RECOVERY (1990)
 AG0164
 AG0164'RECOVERY NOTE BY US POWER SQUADRON 1990 (AVD)
 AG0164'RECOVERED IN GOOD CONDITION.
 AG0164
 AG0164                          STATION RECOVERY (2008)
 AG0164
 AG0164'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0164'RECOVERED IN GOOD CONDITION.
 AG0164
 AG0164                          STATION RECOVERY (2009)
 AG0164
 AG0164'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG0164'RECOVERED AS DESCRIBED.
 AG0164
 AG0164                          STATION RECOVERY (2014)
 AG0164
 AG0164'RECOVERY NOTE BY GEOCACHING 2014 (DEB)
 AG0164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5467 ***********************************************************************
 DN5467  DESIGNATION -  20720 A
 DN5467  PID         -  DN5467
 DN5467  STATE/COUNTY-  FL/HERNANDO
 DN5467  COUNTRY     -  US
 DN5467  USGS QUAD   -  WEEKI WACHEE SPRING (2018)
 DN5467
 DN5467                         *CURRENT SURVEY CONTROL
 DN5467  ______________________________________________________________________
 DN5467* NAD 83(1986) POSITION- 28 36 56.4    (N) 082 31 33.0    (W)   HD_HELD2
 DN5467* NAVD 88 ORTHO HEIGHT -    12.123 (meters)       39.77  (feet) ADJUSTED
 DN5467  ______________________________________________________________________
 DN5467  GEOID HEIGHT    -        -26.694 (meters)                     GEOID18
 DN5467  DYNAMIC HEIGHT  -         12.105 (meters)       39.71  (feet) COMP
 DN5467  MODELED GRAVITY -    979,207.1   (mgal)                       NAVD 88
 DN5467
 DN5467  VERT ORDER      -  FIRST     CLASS II
 DN5467
 DN5467.The horizontal coordinates were established by autonomous hand held GPS
 DN5467.observations and have an estimated accuracy of +/- 10 meters.
 DN5467
 DN5467.The orthometric height was determined by differential leveling and
 DN5467.adjusted by the NATIONAL GEODETIC SURVEY
 DN5467.in June 2012.
 DN5467
 DN5467.No vertical observational check was made to the station.
 DN5467
 DN5467.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5467.GEOID18 height accuracy estimate available here.
 DN5467
 DN5467.Click photographs - Photos may exist for this station.
 DN5467
 DN5467.The dynamic height is computed by dividing the NAVD 88
 DN5467.geopotential number by the normal gravity value computed on the
 DN5467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5467.degrees latitude (g = 980.6199 gals.).
 DN5467
 DN5467.The modeled gravity was interpolated from observed gravity values.
 DN5467
 DN5467;                    North         East    Units  Estimated Accuracy
 DN5467;SPC FL W     -   474,549.      148,578.      MT  (+/- 10 meters HH2 GPS)
 DN5467
 DN5467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5082766357(NAD 83)
 DN5467
 DN5467                          SUPERSEDED SURVEY CONTROL
 DN5467
 DN5467.No superseded survey control is available for this station.
 DN5467
 DN5467_MARKER: DD = SURVEY DISK
 DN5467_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5467_STAMPING: 20720 A 2011
 DN5467_MARK LOGO: SWFWMD
 DN5467_PROJECTION: FLUSH
 DN5467_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5467_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5467+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2011
 DN5467_ROD/PIPE-DEPTH: 6.4 meters
 DN5467
 DN5467  HISTORY     - Date     Condition        Report By
 DN5467  HISTORY     - 20110109 MONUMENTED       FLDEP
 DN5467
 DN5467                          STATION DESCRIPTION
 DN5467
 DN5467'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5467'THE MARK IS ABOUT 8.6 MI (13.8 KM) NORTHEAST OF BAYPORT, 7.5 MI (12.1
 DN5467'KM) NORTH-NORTHEAST OF WEEKI WACHEE, 7.3 MI (11.7 KM) SOUTH-SOUTHEAST
 DN5467'OF CHASSAHOWITZKA, IN SECTION 32, TOWNSHIP 21 SOUTH, RANGE 18 EAST.
 DN5467'
 DN5467'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN5467'WAY) AND COUNTY ROAD 476 (CENTRALIA ROAD) ABOUT 6.5 MI (10.5 KM) NORTH
 DN5467'OF WEEKI WACHEE, GO EAST ON COUNTY ROAD 476 (CENTRALIA ROAD) FOR 1.55
 DN5467'MI (2.5 KM) TO THE JUNCTION OF KILLDEER ROAD ON THE LEFT.  TURN LEFT
 DN5467'ON KILLDEER ROAD AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE INTERSECTION
 DN5467'OF PENGUIN AVENUE.  TURN RIGHT ON PENGUIN AVENUE AND GO EAST FOR ABOUT
 DN5467'100.0 FT (30.5 M) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE
 DN5467'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 20.9 FT (6.4 M)
 DN5467'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DN5467'PIPE FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF
 DN5467'PENGUIN AVENUE.
 DN5467'
 DN5467'LOCATED 103.1 FT (31.4 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DN5467'KILLDEER ROAD, 42.1 FT (12.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DN5467'PENGUIN AVENUE, 40.0 FT (12.2 M) WEST OF SURVEY MARK 20720 B, 20.5 FT
 DN5467'(6.2 M) WEST-SOUTHWEST OF WELL HEAD 20720 AND 1.4 FT (0.4 M) NORTHEAST
 DN5467'OF A CARSONITE WITNESS POST.
 DN5467'
 DN5467'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN5467'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5468 ***********************************************************************
 DN5468  DESIGNATION -  20720 B
 DN5468  PID         -  DN5468
 DN5468  STATE/COUNTY-  FL/HERNANDO
 DN5468  COUNTRY     -  US
 DN5468  USGS QUAD   -  WEEKI WACHEE SPRING (2018)
 DN5468
 DN5468                         *CURRENT SURVEY CONTROL
 DN5468  ______________________________________________________________________
 DN5468* NAD 83(1986) POSITION- 28 36 56.5    (N) 082 31 32.6    (W)   HD_HELD2
 DN5468* NAVD 88 ORTHO HEIGHT -    12.220 (meters)       40.09  (feet) ADJUSTED
 DN5468  ______________________________________________________________________
 DN5468  GEOID HEIGHT    -        -26.694 (meters)                     GEOID18
 DN5468  DYNAMIC HEIGHT  -         12.203 (meters)       40.04  (feet) COMP
 DN5468  MODELED GRAVITY -    979,207.1   (mgal)                       NAVD 88
 DN5468
 DN5468  VERT ORDER      -  FIRST     CLASS II
 DN5468
 DN5468.The horizontal coordinates were established by autonomous hand held GPS
 DN5468.observations and have an estimated accuracy of +/- 10 meters.
 DN5468
 DN5468.The orthometric height was determined by differential leveling and
 DN5468.adjusted by the NATIONAL GEODETIC SURVEY
 DN5468.in June 2012.
 DN5468
 DN5468.No vertical observational check was made to the station.
 DN5468
 DN5468.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5468.GEOID18 height accuracy estimate available here.
 DN5468
 DN5468.Click photographs - Photos may exist for this station.
 DN5468
 DN5468.The dynamic height is computed by dividing the NAVD 88
 DN5468.geopotential number by the normal gravity value computed on the
 DN5468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5468.degrees latitude (g = 980.6199 gals.).
 DN5468
 DN5468.The modeled gravity was interpolated from observed gravity values.
 DN5468
 DN5468;                    North         East    Units  Estimated Accuracy
 DN5468;SPC FL W     -   474,552.      148,589.      MT  (+/- 10 meters HH2 GPS)
 DN5468
 DN5468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5083866360(NAD 83)
 DN5468
 DN5468                          SUPERSEDED SURVEY CONTROL
 DN5468
 DN5468.No superseded survey control is available for this station.
 DN5468
 DN5468_MARKER: DD = SURVEY DISK
 DN5468_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5468_STAMPING: 20720 B 2011
 DN5468_MARK LOGO: SWFWMD
 DN5468_PROJECTION: FLUSH
 DN5468_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5468_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5468+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2011
 DN5468_ROD/PIPE-DEPTH: 16.5 meters
 DN5468
 DN5468  HISTORY     - Date     Condition        Report By
 DN5468  HISTORY     - 20110109 MONUMENTED       FLDEP
 DN5468
 DN5468                          STATION DESCRIPTION
 DN5468
 DN5468'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5468'THE MARK IS ABOUT 8.6 MI (13.8 KM) NORTHEAST OF BAYPORT, 7.5 MI (12.1
 DN5468'KM) NORTH-NORTHEAST OF WEEKI WACHEE, 7.3 MI (11.7 KM) SOUTH-SOUTHEAST
 DN5468'OF CHASSAHOWITZKA, IN SECTION 32, TOWNSHIP 21 SOUTH, RANGE 18 EAST.
 DN5468'
 DN5468'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN5468'WAY) AND COUNTY ROAD 476 (CENTRALIA ROAD) ABOUT 6.5 MI (10.5 KM) NORTH
 DN5468'OF WEEKI WACHEE, GO EAST ON COUNTY ROAD 476 (CENTRALIA ROAD) FOR 1.55
 DN5468'MI (2.5 KM) TO THE JUNCTION OF KILLDEER ROAD ON THE LEFT.  TURN LEFT
 DN5468'ON KILLDEER ROAD AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE INTERSECTION
 DN5468'OF PENGUIN AVENUE.  TURN RIGHT ON PENGUIN AVENUE AND GO EAST FOR ABOUT
 DN5468'100.0 FT (30.5 M) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE
 DN5468'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 54.1 FT (16.5
 DN5468'M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DN5468'PIPE FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF
 DN5468'PENGUIN AVENUE.
 DN5468'
 DN5468'LOCATED 141.2 FT (43.0 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DN5468'KILLDEER ROAD, 46.2 FT (14.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DN5468'PENGUIN AVENUE, 40.0 FT (12.2 M) EAST OF SURVEY MARK 20720 A, 14.1 FT
 DN5468'(4.3 M) EAST-SOUTHEAST OF WELL HEAD 20721 AND 1.7 FT (0.5 M) WEST OF A
 DN5468'CARSONITE WITNESS POST.
 DN5468'
 DN5468'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN5468'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5465 ***********************************************************************
 DN5465  DESIGNATION -  20722 A
 DN5465  PID         -  DN5465
 DN5465  STATE/COUNTY-  FL/HERNANDO
 DN5465  COUNTRY     -  US
 DN5465  USGS QUAD   -  WEEKI WACHEE SPRING (2018)
 DN5465
 DN5465                         *CURRENT SURVEY CONTROL
 DN5465  ______________________________________________________________________
 DN5465* NAD 83(1986) POSITION- 28 36 52.6    (N) 082 31 31.6    (W)   HD_HELD2
 DN5465* NAVD 88 ORTHO HEIGHT -    11.730 (meters)       38.48  (feet) ADJUSTED
 DN5465  ______________________________________________________________________
 DN5465  GEOID HEIGHT    -        -26.691 (meters)                     GEOID18
 DN5465  DYNAMIC HEIGHT  -         11.713 (meters)       38.43  (feet) COMP
 DN5465  MODELED GRAVITY -    979,206.9   (mgal)                       NAVD 88
 DN5465
 DN5465  VERT ORDER      -  FIRST     CLASS II
 DN5465
 DN5465.The horizontal coordinates were established by autonomous hand held GPS
 DN5465.observations and have an estimated accuracy of +/- 10 meters.
 DN5465
 DN5465.The orthometric height was determined by differential leveling and
 DN5465.adjusted by the NATIONAL GEODETIC SURVEY
 DN5465.in June 2012.
 DN5465
 DN5465.No vertical observational check was made to the station.
 DN5465
 DN5465.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5465.GEOID18 height accuracy estimate available here.
 DN5465
 DN5465.Click photographs - Photos may exist for this station.
 DN5465
 DN5465.The dynamic height is computed by dividing the NAVD 88
 DN5465.geopotential number by the normal gravity value computed on the
 DN5465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5465.degrees latitude (g = 980.6199 gals.).
 DN5465
 DN5465.The modeled gravity was interpolated from observed gravity values.
 DN5465
 DN5465;                    North         East    Units  Estimated Accuracy
 DN5465;SPC FL W     -   474,432.      148,615.      MT  (+/- 10 meters HH2 GPS)
 DN5465
 DN5465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5086466239(NAD 83)
 DN5465
 DN5465                          SUPERSEDED SURVEY CONTROL
 DN5465
 DN5465.No superseded survey control is available for this station.
 DN5465
 DN5465_MARKER: DD = SURVEY DISK
 DN5465_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5465_STAMPING: 20722 A 2011
 DN5465_MARK LOGO: SWFWMD
 DN5465_PROJECTION: FLUSH
 DN5465_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5465+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2025
 DN5465_ROD/PIPE-DEPTH: 9.4 meters
 DN5465
 DN5465  HISTORY     - Date     Condition        Report By
 DN5465  HISTORY     - 20110108 MONUMENTED       FLDEP
 DN5465  HISTORY     - 20250423 GOOD             PICKET
 DN5465
 DN5465                          STATION DESCRIPTION
 DN5465
 DN5465'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5465'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTHEAST OF BAYPORT, 7.4 MI (11.9
 DN5465'KM) NORTH-NORTHEAST OF WEEKI WACHEE, 7.4 MI (11.9 KM) SOUTH-SOUTHEAST
 DN5465'OF CHASSAHOWITZKA, IN SECTION 32, TOWNSHIP 21 SOUTH, RANGE 18 EAST.
 DN5465'
 DN5465'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN5465'WAY) AND COUNTY ROAD 476 (CENTRALIA ROAD) ABOUT 6.5 MI (10.5 KM) NORTH
 DN5465'OF WEEKI WACHEE, GO EAST ON COUNTY ROAD 476 (CENTRALIA ROAD) FOR 1.55
 DN5465'MI (2.5 KM) TO THE JUNCTION OF KILLDEER ROAD ON THE LEFT.  CONTINUE
 DN5465'EAST ON COUNTY ROAD 476 (CENTRALIA ROAD) FOR ABOUT 200.0 FT (61.0 M)
 DN5465'TO A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DN5465'DRIVEN TO REFUSAL AT A DEPTH OF 30.8 FT (9.4 M) WITH AN ALUMINUM DISK
 DN5465'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DN5465'GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF COUNTY ROAD 476
 DN5465'(CENTRALIA ROAD).
 DN5465'
 DN5465'LOCATED 137.2 FT (41.8 M) WEST OF SURVEY MARK 20722 B, 44.4 FT (13.5
 DN5465'M) NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 476 (CENTRALIA
 DN5465'ROAD), 15.6 FT (4.8 M) WEST OF THE APPROXIMATE CENTERLINE OF A DIRT
 DN5465'DRIVEWAY, 3.8 FT (1.2 M) NORTH OF WELL HEAD 20722 AND 1.8 FT (0.5 M)
 DN5465'NORTH OF A CARSONITE WITNESS POST.
 DN5465'
 DN5465'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN5465'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN5465
 DN5465                          STATION RECOVERY (2025)
 DN5465
 DN5465'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2025 (JCF)
 DN5465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5466 ***********************************************************************
 DN5466  DESIGNATION -  20722 B
 DN5466  PID         -  DN5466
 DN5466  STATE/COUNTY-  FL/HERNANDO
 DN5466  COUNTRY     -  US
 DN5466  USGS QUAD   -  WEEKI WACHEE SPRING (2018)
 DN5466
 DN5466                         *CURRENT SURVEY CONTROL
 DN5466  ______________________________________________________________________
 DN5466* NAD 83(1986) POSITION- 28 36 52.4    (N) 082 31 30.0    (W)   HD_HELD2
 DN5466* NAVD 88 ORTHO HEIGHT -    12.911 (meters)       42.36  (feet) ADJUSTED
 DN5466  ______________________________________________________________________
 DN5466  GEOID HEIGHT    -        -26.692 (meters)                     GEOID18
 DN5466  DYNAMIC HEIGHT  -         12.893 (meters)       42.30  (feet) COMP
 DN5466  MODELED GRAVITY -    979,206.9   (mgal)                       NAVD 88
 DN5466
 DN5466  VERT ORDER      -  FIRST     CLASS II
 DN5466
 DN5466.The horizontal coordinates were established by autonomous hand held GPS
 DN5466.observations and have an estimated accuracy of +/- 10 meters.
 DN5466
 DN5466.The orthometric height was determined by differential leveling and
 DN5466.adjusted by the NATIONAL GEODETIC SURVEY
 DN5466.in June 2012.
 DN5466
 DN5466.No vertical observational check was made to the station.
 DN5466
 DN5466.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5466.GEOID18 height accuracy estimate available here.
 DN5466
 DN5466.Click photographs - Photos may exist for this station.
 DN5466
 DN5466.The dynamic height is computed by dividing the NAVD 88
 DN5466.geopotential number by the normal gravity value computed on the
 DN5466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5466.degrees latitude (g = 980.6199 gals.).
 DN5466
 DN5466.The modeled gravity was interpolated from observed gravity values.
 DN5466
 DN5466;                    North         East    Units  Estimated Accuracy
 DN5466;SPC FL W     -   474,425.      148,659.      MT  (+/- 10 meters HH2 GPS)
 DN5466
 DN5466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5090766233(NAD 83)
 DN5466
 DN5466                          SUPERSEDED SURVEY CONTROL
 DN5466
 DN5466.No superseded survey control is available for this station.
 DN5466
 DN5466_MARKER: DD = SURVEY DISK
 DN5466_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5466_STAMPING: 20722 B 2011
 DN5466_MARK LOGO: SWFWMD
 DN5466_PROJECTION: FLUSH
 DN5466_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5466_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5466+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2011
 DN5466_ROD/PIPE-DEPTH: 7.7 meters
 DN5466
 DN5466  HISTORY     - Date     Condition        Report By
 DN5466  HISTORY     - 20110108 MONUMENTED       FLDEP
 DN5466
 DN5466                          STATION DESCRIPTION
 DN5466
 DN5466'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5466'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTHEAST OF BAYPORT, 7.4 MI (11.9
 DN5466'KM) NORTH-NORTHEAST OF WEEKI WACHEE, 7.4 MI (11.9 KM) SOUTH-SOUTHEAST
 DN5466'OF CHASSAHOWITZKA, IN SECTION 32, TOWNSHIP 21 SOUTH, RANGE 18 EAST.
 DN5466'
 DN5466'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN5466'WAY) AND COUNTY ROAD 476 (CENTRALIA ROAD) ABOUT 6.5 MI (10.5 KM) NORTH
 DN5466'OF WEEKI WACHEE, GO EAST ON COUNTY ROAD 476 (CENTRALIA ROAD) FOR 1.55
 DN5466'MI (2.5 KM) TO THE JUNCTION OF KILLDEER ROAD ON THE LEFT.  CONTINUE
 DN5466'EAST ON COUNTY ROAD 476 (CENTRALIA ROAD) FOR ABOUT 325.0 FT (99.1 M)
 DN5466'TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DN5466'OF 25.4 FT (7.7 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A
 DN5466'4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 2.5 FT (0.8 M)
 DN5466'BELOW THE LEVEL OF COUNTY ROAD 476 (CENTRALIA ROAD).
 DN5466'
 DN5466'LOCATED 137.2 FT (41.8 M) EAST OF SURVEY MARK 20722 A, 136.8 FT (41.7
 DN5466'M) EAST OF WELL HEAD 20722, 45.0 FT (13.7 M) NORTH OF THE APPROXIMATE
 DN5466'CENTERLINE OF COUNTY ROAD 476 (CENTRALIA ROAD), 5.6 FT (1.7 M) SOUTH
 DN5466'OF A WOODEN POWER POLE AND 5.4 FT (1.6 M) SOUTH OF A CARSONITE WITNESS
 DN5466'POST.
 DN5466'
 DN5466'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN5466'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8839 ***********************************************************************
 DN8839  DESIGNATION -  20727 A
 DN8839  PID         -  DN8839
 DN8839  STATE/COUNTY-  FL/HERNANDO
 DN8839  COUNTRY     -  US
 DN8839  USGS QUAD   -  BROOKSVILLE NW (2018)
 DN8839
 DN8839                         *CURRENT SURVEY CONTROL
 DN8839  ______________________________________________________________________
 DN8839* NAD 83(1986) POSITION- 28 39 23.6    (N) 082 27 22.8    (W)   HD_HELD2
 DN8839* NAVD 88 ORTHO HEIGHT -    36.488 (meters)      119.71  (feet) ADJUSTED
 DN8839  ______________________________________________________________________
 DN8839  GEOID HEIGHT    -        -26.841 (meters)                     GEOID18
 DN8839  DYNAMIC HEIGHT  -         36.435 (meters)      119.54  (feet) COMP
 DN8839  MODELED GRAVITY -    979,206.6   (mgal)                       NAVD 88
 DN8839
 DN8839  VERT ORDER      -  SECOND    CLASS I
 DN8839
 DN8839.The horizontal coordinates were established by autonomous hand held GPS
 DN8839.observations and have an estimated accuracy of +/- 10 meters.
 DN8839
 DN8839.The orthometric height was determined by differential leveling and
 DN8839.adjusted by the NATIONAL GEODETIC SURVEY
 DN8839.in July 2012.
 DN8839
 DN8839.No vertical observational check was made to the station.
 DN8839
 DN8839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8839.GEOID18 height accuracy estimate available here.
 DN8839
 DN8839.Click photographs - Photos may exist for this station.
 DN8839
 DN8839.The dynamic height is computed by dividing the NAVD 88
 DN8839.geopotential number by the normal gravity value computed on the
 DN8839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8839.degrees latitude (g = 980.6199 gals.).
 DN8839
 DN8839.The modeled gravity was interpolated from observed gravity values.
 DN8839
 DN8839;                    North         East    Units  Estimated Accuracy
 DN8839;SPC FL W     -   479,053.      155,392.      MT  (+/- 10 meters HH2 GPS)
 DN8839
 DN8839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5767870803(NAD 83)
 DN8839
 DN8839                          SUPERSEDED SURVEY CONTROL
 DN8839
 DN8839.No superseded survey control is available for this station.
 DN8839
 DN8839_MARKER: F = FLANGE-ENCASED ROD
 DN8839_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN8839+WITH SETTING: INFORMATION.
 DN8839_STAMPING: 20727 A 2011
 DN8839_MARK LOGO: SWFWMD
 DN8839_PROJECTION: RECESSED 3 CENTIMETERS
 DN8839_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8839+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2011
 DN8839_ROD/PIPE-DEPTH: 2.3 meters
 DN8839
 DN8839  HISTORY     - Date     Condition        Report By
 DN8839  HISTORY     - 20110218 MONUMENTED       FLDEP
 DN8839
 DN8839                          STATION DESCRIPTION
 DN8839
 DN8839'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN8839'THE MARK IS ABOUT 12.0 MI (19.3 KM) NORTHEAST OF WEEKI WACHEE, 8.2 MI
 DN8839'(13.2 KM) EAST-SOUTHEAST OF CHASSAHOWITZKA, 8.1 MI (13.0 KM)
 DN8839'NORTH-NORTHWEST OF BROOKSVILLE, IN SECTION 13, TOWNSHIP 21 SOUTH,
 DN8839'RANGE 18 EAST.
 DN8839'
 DN8839'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 480 WEST, U.S.
 DN8839'HIGHWAY 19 AND U.S. HIGHWAY 98, ABOUT 5.9 MI (9.5 KM) SOUTH OF
 DN8839'HOMOSASSA SPRINGS, GO SOUTHEAST ON U.S. HIGHWAY 98 FOR 5.6 MI (9.0 KM)
 DN8839'TO THE JUNCTION OF LANDFILL ROAD ON THE RIGHT.  CONTINUE SOUTHEAST ON
 DN8839'U.S. HIGHWAY 98 FOR 1.85 MI (3.0 KM) TO THE JUNCTION OF THE SOUTHEAST
 DN8839'ENTRANCE ROAD TO THE BROOKSVILLE QUARRY ON THE RIGHT AND THE MARK ON
 DN8839'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 7.7 FT (2.3
 DN8839'M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH (10
 DN8839'CM) PVC PIPE RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE GROUND AND
 DN8839'ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF U.S. HIGHWAY 98 SOUTHBOUND
 DN8839'LANES.
 DN8839'
 DN8839'LOCATED 209.0 FT (63.7 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DN8839'OF U.S. HIGHWAY 98, 182.3 FT (55.6 M) SOUTH OF A WATER MONITORING
 DN8839'WELL, 27.2 FT (8.3 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DN8839'THE DRIVEWAY FOR THE CEMEX PLANT, 2.2 FT (0.7 M) NORTH-NORTHWEST OF A
 DN8839'BARED FENCE AND 2.O FT (0.6 M) NORTH-NORTHWEST OF A CARSONITE WITNESS
 DN8839'POST.
 DN8839'
 DN8839'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8839'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8130 ***********************************************************************
 DN8130  DESIGNATION -  20754 A
 DN8130  PID         -  DN8130
 DN8130  STATE/COUNTY-  FL/HERNANDO
 DN8130  COUNTRY     -  US
 DN8130  USGS QUAD   -  BROOKSVILLE (2018)
 DN8130
 DN8130                         *CURRENT SURVEY CONTROL
 DN8130  ______________________________________________________________________
 DN8130* NAD 83(1986) POSITION- 28 33 22.5    (N) 082 24 15.9    (W)   HD_HELD2
 DN8130* NAVD 88 ORTHO HEIGHT -    29.985 (meters)       98.38  (feet) ADJUSTED
 DN8130  ______________________________________________________________________
 DN8130  GEOID HEIGHT    -        -26.670 (meters)                     GEOID18
 DN8130  DYNAMIC HEIGHT  -         29.941 (meters)       98.23  (feet) COMP
 DN8130  MODELED GRAVITY -    979,193.6   (mgal)                       NAVD 88
 DN8130
 DN8130  VERT ORDER      -  FIRST     CLASS II
 DN8130
 DN8130.The horizontal coordinates were established by autonomous hand held GPS
 DN8130.observations and have an estimated accuracy of +/- 10 meters.
 DN8130
 DN8130.The orthometric height was determined by differential leveling and
 DN8130.adjusted by the NATIONAL GEODETIC SURVEY
 DN8130.in June 2012.
 DN8130
 DN8130.No vertical observational check was made to the station.
 DN8130
 DN8130.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8130.GEOID18 height accuracy estimate available here.
 DN8130
 DN8130.Click photographs - Photos may exist for this station.
 DN8130
 DN8130.The dynamic height is computed by dividing the NAVD 88
 DN8130.geopotential number by the normal gravity value computed on the
 DN8130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8130.degrees latitude (g = 980.6199 gals.).
 DN8130
 DN8130.The modeled gravity was interpolated from observed gravity values.
 DN8130
 DN8130;                    North         East    Units  Estimated Accuracy
 DN8130;SPC FL W     -   467,918.      160,429.      MT  (+/- 10 meters HH2 GPS)
 DN8130
 DN8130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6262259628(NAD 83)
 DN8130
 DN8130                          SUPERSEDED SURVEY CONTROL
 DN8130
 DN8130.No superseded survey control is available for this station.
 DN8130
 DN8130_MARKER: DD = SURVEY DISK
 DN8130_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN8130+WITH SETTING: INFORMATION.
 DN8130_STAMPING: 20754 A 2011
 DN8130_MARK LOGO: SWFWMD
 DN8130_PROJECTION: FLUSH
 DN8130_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8130+SATELLITE: SATELLITE OBSERVATIONS - 2011
 DN8130_ROD/PIPE-DEPTH: 2.8 meters
 DN8130
 DN8130  HISTORY     - Date     Condition        Report By
 DN8130  HISTORY     - 2011     MONUMENTED       FLDEP
 DN8130
 DN8130                          STATION DESCRIPTION
 DN8130
 DN8130'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8130'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTH-NORTHEAST OF MASARYKTOWN, 7.5
 DN8130'MI (12.1 KM) NORTHWEST OF SPRING LAKE, 1.0 MI (1.6 KM) WEST OF
 DN8130'BROOKSVILLE, IN SECTION 21, TOWNSHIP 22 SOUTH, RANGE 19 EAST.
 DN8130'
 DN8130'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 485 (COBB
 DN8130'ROAD), STATE ROAD 50A AND STATE ROAD 50 (CORTEZ BOULEVARD) ON THE WEST
 DN8130'SIDE OF BROOKSVILLE, GO NORTH ON COUNTY ROAD 485 (COBB ROAD) FOR 0.25
 DN8130'MI (0.4 KM) TO THE INTERSECTION OF FORT DADE AVENUE.  TURN RIGHT ON
 DN8130'FORT DADE AVENUE AND GO EAST FOR 1.0 MI (1.6 KM) TO A FENCED WELL SITE
 DN8130'ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DN8130'REFUSAL AT A DEPTH OF 9.3 FT (2.8 M) WITH AN ALUMINUM DISK ATTACHED
 DN8130'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DN8130'LEVEL WITH FORT DADE AVENUE.
 DN8130'
 DN8130'LOCATED 32.5 FT (9.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF FORT
 DN8130'DADE AVENUE, 17.8 FT (5.4 M) EAST-NORTHEAST OF WELL HEAD 20754, 17.0
 DN8130'FT (5.2 M) NORTH OF SURVEY MARK 20754 B, 1.9 FT (0.6 M) EAST OF A
 DN8130'CHAIN LINK FENCE AND 1.8 FT (0.5 M) EAST OF A CARSONITE WITNESS POST.
 DN8130'
 DN8130'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8130'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8131 ***********************************************************************
 DN8131  DESIGNATION -  20754 B
 DN8131  PID         -  DN8131
 DN8131  STATE/COUNTY-  FL/HERNANDO
 DN8131  COUNTRY     -  US
 DN8131  USGS QUAD   -  BROOKSVILLE (2018)
 DN8131
 DN8131                         *CURRENT SURVEY CONTROL
 DN8131  ______________________________________________________________________
 DN8131* NAD 83(1986) POSITION- 28 33 22.3    (N) 082 24 15.6    (W)   HD_HELD2
 DN8131* NAVD 88 ORTHO HEIGHT -    29.865 (meters)       97.98  (feet) ADJUSTED
 DN8131  ______________________________________________________________________
 DN8131  GEOID HEIGHT    -        -26.670 (meters)                     GEOID18
 DN8131  DYNAMIC HEIGHT  -         29.821 (meters)       97.84  (feet) COMP
 DN8131  MODELED GRAVITY -    979,193.6   (mgal)                       NAVD 88
 DN8131
 DN8131  VERT ORDER      -  FIRST     CLASS II
 DN8131
 DN8131.The horizontal coordinates were established by autonomous hand held GPS
 DN8131.observations and have an estimated accuracy of +/- 10 meters.
 DN8131
 DN8131.The orthometric height was determined by differential leveling and
 DN8131.adjusted by the NATIONAL GEODETIC SURVEY
 DN8131.in June 2012.
 DN8131
 DN8131.No vertical observational check was made to the station.
 DN8131
 DN8131.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8131.GEOID18 height accuracy estimate available here.
 DN8131
 DN8131.Click photographs - Photos may exist for this station.
 DN8131
 DN8131.The dynamic height is computed by dividing the NAVD 88
 DN8131.geopotential number by the normal gravity value computed on the
 DN8131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8131.degrees latitude (g = 980.6199 gals.).
 DN8131
 DN8131.The modeled gravity was interpolated from observed gravity values.
 DN8131
 DN8131;                    North         East    Units  Estimated Accuracy
 DN8131;SPC FL W     -   467,912.      160,437.      MT  (+/- 10 meters HH2 GPS)
 DN8131
 DN8131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6263059622(NAD 83)
 DN8131
 DN8131                          SUPERSEDED SURVEY CONTROL
 DN8131
 DN8131.No superseded survey control is available for this station.
 DN8131
 DN8131_MARKER: DD = SURVEY DISK
 DN8131_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8131_STAMPING: 20754 B 2011
 DN8131_MARK LOGO: SWFWMD
 DN8131_PROJECTION: FLUSH
 DN8131_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8131_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8131+SATELLITE: SATELLITE OBSERVATIONS - 2011
 DN8131_ROD/PIPE-DEPTH: 3.5 meters
 DN8131
 DN8131  HISTORY     - Date     Condition        Report By
 DN8131  HISTORY     - 2011     MONUMENTED       FLDEP
 DN8131
 DN8131                          STATION DESCRIPTION
 DN8131
 DN8131'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8131'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTH-NORTHEAST OF MASARYKTOWN, 7.5
 DN8131'MI (12.1 KM) NORTHWEST OF SPRING LAKE, 1.0 MI (1.6 KM) WEST OF
 DN8131'BROOKSVILLE, IN SECTION 21, TOWNSHIP 22 SOUTH, RANGE 19 EAST.
 DN8131'
 DN8131'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 485 (COBB
 DN8131'ROAD), STATE ROAD 50A AND STATE ROAD 50 (CORTEZ BOULEVARD) ON THE WEST
 DN8131'SIDE OF BROOKSVILLE, GO NORTH ON COUNTY ROAD 485 (COBB ROAD) FOR 0.25
 DN8131'MI (0.4 KM) TO THE INTERSECTION OF FORT DADE AVENUE.  TURN RIGHT ON
 DN8131'FORT DADE AVENUE AND GO EAST FOR 1.0 MI (1.6 KM) TO A FENCED WELL SITE
 DN8131'ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DN8131'REFUSAL AT A DEPTH OF 11.6 FT (3.5 M) WITH AN ALUMINUM DISK ATTACHED
 DN8131'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DN8131'LEVEL WITH FORT DADE AVENUE.
 DN8131'
 DN8131'LOCATED 49.5 FT (15.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF FORT
 DN8131'DADE AVENUE, 17.0 FT (5.2 M) SOUTH OF SURVEY MARK 20754 A, 9.4 FT (2.9
 DN8131'M) EAST OF THE EASTERNMOST OF 3 WELL HEADS, 1.9 FT (0.6 M) EAST OF A
 DN8131'CHAIN LINK FENCE AND 1.5 FT (0.5 M) EAST OF A CARSONITE WITNESS POST.
 DN8131'
 DN8131'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8131'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0165 ***********************************************************************
 AG0165  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0165  DESIGNATION -  208
 AG0165  PID         -  AG0165
 AG0165  STATE/COUNTY-  FL/PINELLAS
 AG0165  COUNTRY     -  US
 AG0165  USGS QUAD   -  SEMINOLE (2018)
 AG0165
 AG0165                         *CURRENT SURVEY CONTROL
 AG0165  ______________________________________________________________________
 AG0165* NAD 83(1986) POSITION- 27 48 47.7    (N) 082 45 57.7    (W)   HD_HELD2
 AG0165* NAVD 88 ORTHO HEIGHT -     4.047 (meters)       13.28  (feet) ADJUSTED
 AG0165  ______________________________________________________________________
 AG0165  GEOID HEIGHT    -        -24.408 (meters)                     GEOID18
 AG0165  DYNAMIC HEIGHT  -          4.041 (meters)       13.26  (feet) COMP
 AG0165  MODELED GRAVITY -    979,179.9   (mgal)                       NAVD 88
 AG0165
 AG0165  VERT ORDER      -  SECOND    CLASS I
 AG0165
 AG0165.The horizontal coordinates were established by autonomous hand held GPS
 AG0165.observations and have an estimated accuracy of +/- 10 meters.
 AG0165
 AG0165.The orthometric height was determined by differential leveling and
 AG0165.adjusted by the NATIONAL GEODETIC SURVEY
 AG0165.in January 2011.
 AG0165
 AG0165.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0165.GEOID18 height accuracy estimate available here.
 AG0165
 AG0165.This Tidal Bench Mark is designated as VM 6566
 AG0165.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0165
 AG0165.Click photographs - Photos may exist for this station.
 AG0165
 AG0165.The dynamic height is computed by dividing the NAVD 88
 AG0165.geopotential number by the normal gravity value computed on the
 AG0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0165.degrees latitude (g = 980.6199 gals.).
 AG0165
 AG0165.The modeled gravity was interpolated from observed gravity values.
 AG0165
 AG0165;                    North         East    Units  Estimated Accuracy
 AG0165;SPC FL W     -   385,750.      124,526.      MT  (+/- 10 meters HH2 GPS)
 AG0165
 AG0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2604577766(NAD 83)
 AG0165
 AG0165                          SUPERSEDED SURVEY CONTROL
 AG0165
 AG0165  NAVD 88 (06/15/91)    4.050  (m)           13.29   (f) SUPERSEDED  2 1
 AG0165  NGVD 29 (??/??/92)    4.318  (m)           14.17   (f) ADJ UNCH    2 1
 AG0165
 AG0165.Superseded values are not recommended for survey control.
 AG0165
 AG0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0165.See file dsdata.pdf to determine how the superseded data were derived.
 AG0165
 AG0165_MARKER: DD = SURVEY DISK
 AG0165_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0165_SP_SET: SIDEWALK
 AG0165_STAMPING: 208
 AG0165_MARK LOGO: FLSRD
 AG0165_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG0165_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0165
 AG0165  HISTORY     - Date     Condition        Report By
 AG0165  HISTORY     - UNK      MONUMENTED       FLHD
 AG0165  HISTORY     - 1976     GOOD             FLDT
 AG0165  HISTORY     - 1977     GOOD             FL-103
 AG0165  HISTORY     - 1982     GOOD             FLDNR
 AG0165  HISTORY     - 1990     GOOD             USPSQD
 AG0165  HISTORY     - 20080925 GOOD             PINCPW
 AG0165  HISTORY     - 20090915 GOOD             FLDEP
 AG0165
 AG0165                          STATION DESCRIPTION
 AG0165
 AG0165'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0165'1 MI NW FROM ST PETERSBURG.
 AG0165'TO REACH THE STATION FROM THE INTERSECTION OF PARK STREET (S.R.
 AG0165'695/C.R. 34) AND U.S. ALT. 19 (S.R. 595/TYRONE BLVD.), RUN WESTERLY
 AG0165'ON U.S. ALT. 19 FOR 0.85 MILE TO THE SW CORNER OF THE EAST BOUND
 AG0165'SPAN.  STATION ON LEFT, IN THE SW CORNER OF BRIDGE.  SET IN TOP
 AG0165'OF THE CONCRETE SIDEWALK.  SECTION 2, T 31S, R 15E.
 AG0165
 AG0165                          STATION RECOVERY (1977)
 AG0165
 AG0165'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0165'RECOVERED IN GOOD CONDITION.
 AG0165
 AG0165                          STATION RECOVERY (1982)
 AG0165
 AG0165'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0165'RECOVERED IN GOOD CONDITION.
 AG0165
 AG0165                          STATION RECOVERY (1990)
 AG0165
 AG0165'RECOVERY NOTE BY US POWER SQUADRON 1990 (AVD)
 AG0165'RECOVERED IN GOOD CONDITION.
 AG0165
 AG0165                          STATION RECOVERY (2008)
 AG0165
 AG0165'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0165'RECOVERED IN GOOD CONDITION.
 AG0165
 AG0165                          STATION RECOVERY (2009)
 AG0165
 AG0165'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG0165'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8135 ***********************************************************************
 DN8135  DESIGNATION -  20824 A
 DN8135  PID         -  DN8135
 DN8135  STATE/COUNTY-  FL/HERNANDO
 DN8135  COUNTRY     -  US
 DN8135  USGS QUAD   -  MASARYKTOWN (2018)
 DN8135
 DN8135                         *CURRENT SURVEY CONTROL
 DN8135  ______________________________________________________________________
 DN8135* NAD 83(1986) POSITION- 28 26 42.8    (N) 082 29 43.4    (W)   HD_HELD2
 DN8135* NAVD 88 ORTHO HEIGHT -    22.018 (meters)       72.24  (feet) ADJUSTED
 DN8135  ______________________________________________________________________
 DN8135  GEOID HEIGHT    -        -26.253 (meters)                     GEOID18
 DN8135  DYNAMIC HEIGHT  -         21.986 (meters)       72.13  (feet) COMP
 DN8135  MODELED GRAVITY -    979,198.9   (mgal)                       NAVD 88
 DN8135
 DN8135  VERT ORDER      -  FIRST     CLASS II
 DN8135
 DN8135.The horizontal coordinates were established by autonomous hand held GPS
 DN8135.observations and have an estimated accuracy of +/- 10 meters.
 DN8135
 DN8135.The orthometric height was determined by differential leveling and
 DN8135.adjusted by the NATIONAL GEODETIC SURVEY
 DN8135.in June 2012.
 DN8135
 DN8135.No vertical observational check was made to the station.
 DN8135
 DN8135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8135.GEOID18 height accuracy estimate available here.
 DN8135
 DN8135.Click photographs - Photos may exist for this station.
 DN8135
 DN8135.The dynamic height is computed by dividing the NAVD 88
 DN8135.geopotential number by the normal gravity value computed on the
 DN8135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8135.degrees latitude (g = 980.6199 gals.).
 DN8135
 DN8135.The modeled gravity was interpolated from observed gravity values.
 DN8135
 DN8135;                    North         East    Units  Estimated Accuracy
 DN8135;SPC FL W     -   455,647.      151,477.      MT  (+/- 10 meters HH2 GPS)
 DN8135
 DN8135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5356947433(NAD 83)
 DN8135
 DN8135                          SUPERSEDED SURVEY CONTROL
 DN8135
 DN8135.No superseded survey control is available for this station.
 DN8135
 DN8135_MARKER: DD = SURVEY DISK
 DN8135_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8135_STAMPING: 20824 A 2011
 DN8135_MARK LOGO: SWFWMD
 DN8135_PROJECTION: FLUSH
 DN8135_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8135+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2011
 DN8135_ROD/PIPE-DEPTH: 7.5 meters
 DN8135
 DN8135  HISTORY     - Date     Condition        Report By
 DN8135  HISTORY     - 20110218 MONUMENTED       FLDEP
 DN8135  HISTORY     - 20260211 GOOD             MCKIM
 DN8135
 DN8135                          STATION DESCRIPTION
 DN8135
 DN8135'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8135'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTH OF FIVAY JUNCTION, 6.8 MI
 DN8135'(10.9 KM) SOUTHEAST OF WEEKI WACHEE, 2.3 MI (3.7 KM) WEST OF
 DN8135'MASARYKTOWN, IN SECTION 34, TOWNSHIP 23 SOUTH, RANGE 18 EAST.
 DN8135'
 DN8135'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (BROAD STREET)
 DN8135'AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN MASARKTOWN, GO WEST ON
 DN8135'COUNTY ROAD 578 (COUNTY LINE ROAD) FOR 2.85 MI (4.6 KM) TO THE
 DN8135'JUNCTION OF LINDEN ROAD ON THE RIGHT.  TURN RIGHT ON LINDEN ROAD AND
 DN8135'GO NORTH FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF JESSICA DRIVE ON THE
 DN8135'RIGHT.  TURN RIGHT ON JESSICA DRIVE AND GO NORTHEAST FOR 0.1 MI (0.2
 DN8135'KM) TO THE JUNCTION OF STARLING STREET ON THE RIGHT.  TURN RIGHT ON
 DN8135'STARLING STREET AND GO EAST FOR 0.05 MI (0.1 KM) TO THE INTERSECTION
 DN8135'OF ALLADIN ROAD.  TURN RIGHT ON ALLADIN ROAD AND GO SOUTH FOR 0.1 MI
 DN8135'(0.2 KM) TO THE JUNCTION OF BRIGHTON STREET ON THE LEFT.  TURN LEFT ON
 DN8135'BRIGHTON STREET AND GO EAST FOR 0.4 MI (0.6 KM) TO THE MARK ON THE
 DN8135'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 24.6 FT (7.5 M)
 DN8135'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DN8135'PIPE FLUSH WITH THE GROUND AND LEVEL WITH BRIGHTON STREET.
 DN8135'
 DN8135'LOCATED 101.8 FT (31.0 M) NORTH-NORTHEAST OF WOODEN POWER POLE NUMBER
 DN8135'49483406, 70.2 FT (21.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DN8135'BRIGHTON STREET, 40.4 FT (12.3 M) SOUTH OF SURVEY MARK 20824 B, 12.2
 DN8135'FT (3.7 M) SOUTHWEST OF THE SOUTHERNMOST OF 2 WELLS AND 3.4 FT (1.0 M)
 DN8135'NORTHWEST OF A CARSONITE WITNESS POST.
 DN8135'
 DN8135'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8135'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN8135
 DN8135                          STATION RECOVERY (2026)
 DN8135
 DN8135'RECOVERY NOTE BY MCKIM AND CREED 2026 (SS)
 DN8135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8136 ***********************************************************************
 DN8136  DESIGNATION -  20824 B
 DN8136  PID         -  DN8136
 DN8136  STATE/COUNTY-  FL/HERNANDO
 DN8136  COUNTRY     -  US
 DN8136  USGS QUAD   -  MASARYKTOWN (2018)
 DN8136
 DN8136                         *CURRENT SURVEY CONTROL
 DN8136  ______________________________________________________________________
 DN8136* NAD 83(1986) POSITION- 28 26 43.0    (N) 082 29 43.4    (W)   HD_HELD2
 DN8136* NAVD 88 ORTHO HEIGHT -    21.950 (meters)       72.01  (feet) ADJUSTED
 DN8136  ______________________________________________________________________
 DN8136  GEOID HEIGHT    -        -26.253 (meters)                     GEOID18
 DN8136  DYNAMIC HEIGHT  -         21.918 (meters)       71.91  (feet) COMP
 DN8136  MODELED GRAVITY -    979,198.9   (mgal)                       NAVD 88
 DN8136
 DN8136  VERT ORDER      -  FIRST     CLASS II
 DN8136
 DN8136.The horizontal coordinates were established by autonomous hand held GPS
 DN8136.observations and have an estimated accuracy of +/- 10 meters.
 DN8136
 DN8136.The orthometric height was determined by differential leveling and
 DN8136.adjusted by the NATIONAL GEODETIC SURVEY
 DN8136.in June 2012.
 DN8136
 DN8136.No vertical observational check was made to the station.
 DN8136
 DN8136.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8136.GEOID18 height accuracy estimate available here.
 DN8136
 DN8136.Click photographs - Photos may exist for this station.
 DN8136
 DN8136.The dynamic height is computed by dividing the NAVD 88
 DN8136.geopotential number by the normal gravity value computed on the
 DN8136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8136.degrees latitude (g = 980.6199 gals.).
 DN8136
 DN8136.The modeled gravity was interpolated from observed gravity values.
 DN8136
 DN8136;                    North         East    Units  Estimated Accuracy
 DN8136;SPC FL W     -   455,653.      151,477.      MT  (+/- 10 meters HH2 GPS)
 DN8136
 DN8136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5356947439(NAD 83)
 DN8136
 DN8136                          SUPERSEDED SURVEY CONTROL
 DN8136
 DN8136.No superseded survey control is available for this station.
 DN8136
 DN8136_MARKER: DD = SURVEY DISK
 DN8136_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8136_STAMPING: 20824 B 2011
 DN8136_MARK LOGO: SWFWMD
 DN8136_PROJECTION: FLUSH
 DN8136_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8136_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8136+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2011
 DN8136_ROD/PIPE-DEPTH: 10.4 meters
 DN8136
 DN8136  HISTORY     - Date     Condition        Report By
 DN8136  HISTORY     - 20110218 MONUMENTED       FLDEP
 DN8136  HISTORY     - 20260211 GOOD             MCKIM
 DN8136
 DN8136                          STATION DESCRIPTION
 DN8136
 DN8136'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8136'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTH OF FIVAY JUNCTION, 6.8 MI
 DN8136'(10.9 KM) SOUTHEAST OF WEEKI WACHEE, 2.3 MI (3.7 KM) WEST OF
 DN8136'MASARYKTOWN, IN SECTION 34, TOWNSHIP 23 SOUTH, RANGE 18 EAST.
 DN8136'
 DN8136'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (BROAD STREET)
 DN8136'AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN MASARKTOWN, GO WEST ON
 DN8136'COUNTY ROAD 578 (COUNTY LINE ROAD) FOR 2.85 MI (4.6 KM) TO THE
 DN8136'JUNCTION OF LINDEN ROAD ON THE RIGHT.  TURN RIGHT ON LINDEN ROAD AND
 DN8136'GO NORTH FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF JESSICA DRIVE ON THE
 DN8136'RIGHT.  TURN RIGHT ON JESSICA DRIVE AND GO NORTHEAST FOR 0.1 MI (0.2
 DN8136'KM) TO THE JUNCTION OF STARLING STREET ON THE RIGHT.  TURN RIGHT ON
 DN8136'STARLING STREET AND GO EAST FOR 0.05 MI (0.1 KM) TO THE INTERSECTION
 DN8136'OF ALLADIN ROAD.  TURN RIGHT ON ALLADIN ROAD AND GO SOUTH FOR 0.1 MI
 DN8136'(0.2 KM) TO THE JUNCTION OF BRIGHTON STREET ON THE LEFT.  TURN LEFT ON
 DN8136'BRIGHTON STREET AND GO EAST FOR 0.4 MI (0.6 KM) TO THE MARK ON THE
 DN8136'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 34.2 FT (10.4 M)
 DN8136'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DN8136'PIPE FLUSH WITH THE GROUND AND LEVEL WITH BRIGHTON STREET.
 DN8136'
 DN8136'LOCATED 111.0 FT (33.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DN8136'BRIGHTON STREET, 40.4 FT (12.3 M) NORTH OF SURVEY MARK 20824 A, 24.2
 DN8136'FT (7.4 M) NORTH OF THE NORTHERNMOST OF 2 WELLS, 7.9 FT (2.4 M)
 DN8136'WEST-SOUTHWEST OF A 24-INCH (61 CM) DIAMETER PINE TREE AND 1.6 FT (0.5
 DN8136'M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DN8136'
 DN8136'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8136'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN8136
 DN8136                          STATION RECOVERY (2026)
 DN8136
 DN8136'RECOVERY NOTE BY MCKIM AND CREED 2026 (SS)
 DN8136'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8314 ***********************************************************************
 DN8314  DESIGNATION -  20829 A
 DN8314  PID         -  DN8314
 DN8314  STATE/COUNTY-  FL/HERNANDO
 DN8314  COUNTRY     -  US
 DN8314  USGS QUAD   -  MASARYKTOWN (2018)
 DN8314
 DN8314                         *CURRENT SURVEY CONTROL
 DN8314  ______________________________________________________________________
 DN8314* NAD 83(1986) POSITION- 28 28 50.5    (N) 082 27 10.6    (W)   HD_HELD2
 DN8314* NAVD 88 ORTHO HEIGHT -    19.617 (meters)       64.36  (feet) ADJUSTED
 DN8314  ______________________________________________________________________
 DN8314  GEOID HEIGHT    -        -26.415 (meters)                     GEOID18
 DN8314  DYNAMIC HEIGHT  -         19.588 (meters)       64.27  (feet) COMP
 DN8314  MODELED GRAVITY -    979,193.3   (mgal)                       NAVD 88
 DN8314
 DN8314  VERT ORDER      -  FIRST     CLASS II
 DN8314
 DN8314.The horizontal coordinates were established by autonomous hand held GPS
 DN8314.observations and have an estimated accuracy of +/- 10 meters.
 DN8314
 DN8314.The orthometric height was determined by differential leveling and
 DN8314.adjusted by the NATIONAL GEODETIC SURVEY
 DN8314.in June 2012.
 DN8314
 DN8314.No vertical observational check was made to the station.
 DN8314
 DN8314.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8314.GEOID18 height accuracy estimate available here.
 DN8314
 DN8314.Click photographs - Photos may exist for this station.
 DN8314
 DN8314.The dynamic height is computed by dividing the NAVD 88
 DN8314.geopotential number by the normal gravity value computed on the
 DN8314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8314.degrees latitude (g = 980.6199 gals.).
 DN8314
 DN8314.The modeled gravity was interpolated from observed gravity values.
 DN8314
 DN8314;                    North         East    Units  Estimated Accuracy
 DN8314;SPC FL W     -   459,562.      155,649.      MT  (+/- 10 meters HH2 GPS)
 DN8314
 DN8314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5777351313(NAD 83)
 DN8314
 DN8314                          SUPERSEDED SURVEY CONTROL
 DN8314
 DN8314.No superseded survey control is available for this station.
 DN8314
 DN8314_MARKER: DD = SURVEY DISK
 DN8314_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8314_STAMPING: 20829 A 2011
 DN8314_MARK LOGO: SWFWMD
 DN8314_PROJECTION: FLUSH
 DN8314_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8314_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8314+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2011
 DN8314_ROD/PIPE-DEPTH: 5.9 meters
 DN8314
 DN8314  HISTORY     - Date     Condition        Report By
 DN8314  HISTORY     - 20110109 MONUMENTED       FLDEP
 DN8314
 DN8314                          STATION DESCRIPTION
 DN8314
 DN8314'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8314'THE MARK IS ABOUT 7.7 MI (12.4 KM) EAST-SOUTHEAST OF WEEKI WACHEE, 6.5
 DN8314'MI (10.5 KM) SOUTHWEST OF BROOKSVILLE, 2.7 MI (4.3 KM) NORTH OF
 DN8314'MASARYKTOWN, IN SECTION 13, TOWNSHIP 23 SOUTH, RANGE 18 EAST.
 DN8314'
 DN8314'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 574 (SPRING
 DN8314'HILL DRIVE), HIGHBURY BOULEVARD AND U.S. HIGHWAY 41 (BROAD STREET)
 DN8314'ABOUT 3.0 MI (4.8 KM) NORTHEAST OF MASARYKTOWN, GO WEST ON COUNTY ROAD
 DN8314'574 (SPRING HILL DRIVE) FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF
 DN8314'AIR COMMERCE BOULEVARD, A WELL SITE ON THE LEFT AND THE MARK ON THE
 DN8314'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.2 FT (5.9 M)
 DN8314'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DN8314'PIPE FLUSH WITH THE GROUND AND LEVEL WITH AIR COMMERCE BOULEVARD.
 DN8314'
 DN8314'LOCATED 115.4 FT (35.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DN8314'COUNTY ROAD 574 (SPRING HILL DRIVE), 86.1 FT (26.2 M) WEST OF THE
 DN8314'APPROXIMATE CENTERLINE OF AIR COMMERCE BOULEVARD, 76.5 FT (23.3 M)
 DN8314'WEST-SOUTHWEST OF A POWER POLE NUMBER 105382-464744, 29.2 FT (8.9 M)
 DN8314'EAST-SOUTHEAST OF WELL HEAD 20829, 26.2 FT (8.0 M) SOUTHEAST OF SURVEY
 DN8314'MARK 20829 B AND 1.4 FT (0.4 M) NORTH OF A CARSONITE WITNESS POST.
 DN8314'
 DN8314'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8314'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8315 ***********************************************************************
 DN8315  DESIGNATION -  20829 B
 DN8315  PID         -  DN8315
 DN8315  STATE/COUNTY-  FL/HERNANDO
 DN8315  COUNTRY     -  US
 DN8315  USGS QUAD   -  MASARYKTOWN (2018)
 DN8315
 DN8315                         *CURRENT SURVEY CONTROL
 DN8315  ______________________________________________________________________
 DN8315* NAD 83(1986) POSITION- 28 28 50.0    (N) 082 27 12.0    (W)   HD_HELD2
 DN8315* NAVD 88 ORTHO HEIGHT -    19.685 (meters)       64.58  (feet) ADJUSTED
 DN8315  ______________________________________________________________________
 DN8315  GEOID HEIGHT    -        -26.414 (meters)                     GEOID18
 DN8315  DYNAMIC HEIGHT  -         19.657 (meters)       64.49  (feet) COMP
 DN8315  MODELED GRAVITY -    979,193.3   (mgal)                       NAVD 88
 DN8315
 DN8315  VERT ORDER      -  FIRST     CLASS II
 DN8315
 DN8315.The horizontal coordinates were established by autonomous hand held GPS
 DN8315.observations and have an estimated accuracy of +/- 10 meters.
 DN8315
 DN8315.The orthometric height was determined by differential leveling and
 DN8315.adjusted by the NATIONAL GEODETIC SURVEY
 DN8315.in June 2012.
 DN8315
 DN8315.No vertical observational check was made to the station.
 DN8315
 DN8315.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8315.GEOID18 height accuracy estimate available here.
 DN8315
 DN8315.Click photographs - Photos may exist for this station.
 DN8315
 DN8315.The dynamic height is computed by dividing the NAVD 88
 DN8315.geopotential number by the normal gravity value computed on the
 DN8315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8315.degrees latitude (g = 980.6199 gals.).
 DN8315
 DN8315.The modeled gravity was interpolated from observed gravity values.
 DN8315
 DN8315;                    North         East    Units  Estimated Accuracy
 DN8315;SPC FL W     -   459,546.      155,611.      MT  (+/- 10 meters HH2 GPS)
 DN8315
 DN8315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5773551298(NAD 83)
 DN8315
 DN8315                          SUPERSEDED SURVEY CONTROL
 DN8315
 DN8315.No superseded survey control is available for this station.
 DN8315
 DN8315_MARKER: DD = SURVEY DISK
 DN8315_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8315_STAMPING: 20829 B 2011
 DN8315_MARK LOGO: SWFWMD
 DN8315_PROJECTION: FLUSH
 DN8315_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8315+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2014
 DN8315_ROD/PIPE-DEPTH: 7.5 meters
 DN8315
 DN8315  HISTORY     - Date     Condition        Report By
 DN8315  HISTORY     - 20110109 MONUMENTED       FLDEP
 DN8315  HISTORY     - 20141203 GOOD             FLDEP
 DN8315
 DN8315                          STATION DESCRIPTION
 DN8315
 DN8315'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8315'THE MARK IS ABOUT 7.7 MI (12.4 KM) EAST-SOUTHEAST OF WEEKI WACHEE, 6.5
 DN8315'MI (10.5 KM) SOUTHWEST OF BROOKSVILLE, 2.7 MI (4.3 KM) NORTH OF
 DN8315'MASARYKTOWN, IN SECTION 13, TOWNSHIP 23 SOUTH, RANGE 18 EAST.
 DN8315'
 DN8315'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 574 (SPRING
 DN8315'HILL DRIVE), HIGHBURY BOULEVARD AND U.S. HIGHWAY 41 (BROAD STREET)
 DN8315'ABOUT 3.0 MI (4.8 KM) NORTHEAST OF MASARYKTOWN, GO WEST ON COUNTY ROAD
 DN8315'574 (SPRING HILL DRIVE) FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF
 DN8315'AIR COMMERCE BOULEVARD, A WELL SITE ON THE LEFT AND THE MARK ON THE
 DN8315'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 24.5 FT (7.5 M)
 DN8315'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DN8315'PIPE FLUSH WITH THE GROUND AND LEVEL WITH AIR COMMERCE BOULEVARD.
 DN8315'
 DN8315'LOCATED 105.1 FT (32.0 M) WEST OF THE APPROXIMATE CENTERLINE OF AIR
 DN8315'COMMERCE BOULEVARD, 99.2 FT (30.2 M) SOUTH OF THE APPROXIMATE
 DN8315'CENTERLINE OF COUNTY ROAD 574 (SPRING HILL DRIVE), 85.5 FT (26.1 M)
 DN8315'WEST OF A POWER POLE NUMBER 105382-464744, 26.2 FT (8.0 M) NORTHWEST
 DN8315'OF SURVEY MARK 20829 A, 5.6 FT (1.7 M) NORTHEAST OF WELL HEAD 20829
 DN8315'AND 1.8 FT (0.5 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DN8315'
 DN8315'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8315'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN8315
 DN8315                          STATION RECOVERY (2014)
 DN8315
 DN8315'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (MAH)
 DN8315'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8132 ***********************************************************************
 DN8132  DESIGNATION -  20840 A
 DN8132  PID         -  DN8132
 DN8132  STATE/COUNTY-  FL/PASCO
 DN8132  COUNTRY     -  US
 DN8132  USGS QUAD   -  PORT RICHEY NE (2018)
 DN8132
 DN8132                         *CURRENT SURVEY CONTROL
 DN8132  ______________________________________________________________________
 DN8132* NAD 83(1986) POSITION- 28 26 05.7    (N) 082 34 57.6    (W)   HD_HELD2
 DN8132* NAVD 88 ORTHO HEIGHT -     9.671 (meters)       31.73  (feet) ADJUSTED
 DN8132  ______________________________________________________________________
 DN8132  GEOID HEIGHT    -        -26.158 (meters)                     GEOID18
 DN8132  DYNAMIC HEIGHT  -          9.657 (meters)       31.68  (feet) COMP
 DN8132  MODELED GRAVITY -    979,201.0   (mgal)                       NAVD 88
 DN8132
 DN8132  VERT ORDER      -  FIRST     CLASS II
 DN8132
 DN8132.The horizontal coordinates were established by autonomous hand held GPS
 DN8132.observations and have an estimated accuracy of +/- 10 meters.
 DN8132
 DN8132.The orthometric height was determined by differential leveling and
 DN8132.adjusted by the NATIONAL GEODETIC SURVEY
 DN8132.in June 2012.
 DN8132
 DN8132.No vertical observational check was made to the station.
 DN8132
 DN8132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8132.GEOID18 height accuracy estimate available here.
 DN8132
 DN8132.Click photographs - Photos may exist for this station.
 DN8132
 DN8132.The dynamic height is computed by dividing the NAVD 88
 DN8132.geopotential number by the normal gravity value computed on the
 DN8132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8132.degrees latitude (g = 980.6199 gals.).
 DN8132
 DN8132.The modeled gravity was interpolated from observed gravity values.
 DN8132
 DN8132;                    North         East    Units  Estimated Accuracy
 DN8132;SPC FL W     -   454,543.      142,922.      MT  (+/- 10 meters HH2 GPS)
 DN8132
 DN8132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4500646401(NAD 83)
 DN8132
 DN8132                          SUPERSEDED SURVEY CONTROL
 DN8132
 DN8132.No superseded survey control is available for this station.
 DN8132
 DN8132_MARKER: DD = SURVEY DISK
 DN8132_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8132_STAMPING: 20840 A 2011
 DN8132_MARK LOGO: SWFWMD
 DN8132_PROJECTION: FLUSH
 DN8132_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8132+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2011
 DN8132_ROD/PIPE-DEPTH: 5.9 meters
 DN8132
 DN8132  HISTORY     - Date     Condition        Report By
 DN8132  HISTORY     - 20110218 MONUMENTED       FLDEP
 DN8132
 DN8132                          STATION DESCRIPTION
 DN8132
 DN8132'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8132'THE MARK IS ABOUT 7.6 MI (12.2 KM) WEST OF MASARYKTOWN, 5.6 MI (9.0
 DN8132'KM) SOUTH OF WEEKI WACHEE, 5.0 MI (8.0 KM) EAST OF ARIPEKA, IN SECTION
 DN8132'35, TOWNSHIP 23 SOUTH, RANGE 17 EAST.
 DN8132'
 DN8132'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN8132'WAY) AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN SPRING HILL, GO EAST ON
 DN8132'COUNTY ROAD 578 (COUNTY LINE ROAD) FOR 3.5 MI (5.6 KM) TO THE JUNCTION
 DN8132'OF WATERFALL DRIVE ON THE LEFT.  TURN LEFT ON WATERFALL DRIVE AND GO
 DN8132'NORTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF PLACID STREET ON THE LEFT
 DN8132'AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DN8132'OF 19.2 FT (5.9 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A
 DN8132'4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 2.0 FT (0.6 M)
 DN8132'ABOVE THE LEVEL OF PLACID STREET.
 DN8132'
 DN8132'LOCATED 58.6 FT (17.9 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DN8132'WATERFALL DRIVE, 36.8 FT (11.2 M) NORTH OF THE APPROXIMATE CENTERLINE
 DN8132'OF PLACID STREET, 32.9 FT (10.0 M) SOUTH OF SURVEY MARK 20840 B, 12.8
 DN8132'FT (3.9 M) SOUTHWEST OF THE SOUTHERNMOST OF 2 WELLS, 1.8 FT (0.5 M)
 DN8132'EAST OF A CHAIN LINK FENCE AND 1.5 FT (0.5 M) EAST OF A CARSONITE
 DN8132'WITNESS POST.
 DN8132'
 DN8132'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8132'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8133 ***********************************************************************
 DN8133  DESIGNATION -  20840 B
 DN8133  PID         -  DN8133
 DN8133  STATE/COUNTY-  FL/PASCO
 DN8133  COUNTRY     -  US
 DN8133  USGS QUAD   -  PORT RICHEY NE (2018)
 DN8133
 DN8133                         *CURRENT SURVEY CONTROL
 DN8133  ______________________________________________________________________
 DN8133* NAD 83(1986) POSITION- 28 26 05.8    (N) 082 34 57.6    (W)   HD_HELD2
 DN8133* NAVD 88 ORTHO HEIGHT -     9.633 (meters)       31.60  (feet) ADJUSTED
 DN8133  ______________________________________________________________________
 DN8133  GEOID HEIGHT    -        -26.158 (meters)                     GEOID18
 DN8133  DYNAMIC HEIGHT  -          9.619 (meters)       31.56  (feet) COMP
 DN8133  MODELED GRAVITY -    979,201.0   (mgal)                       NAVD 88
 DN8133
 DN8133  VERT ORDER      -  FIRST     CLASS II
 DN8133
 DN8133.The horizontal coordinates were established by autonomous hand held GPS
 DN8133.observations and have an estimated accuracy of +/- 10 meters.
 DN8133
 DN8133.The orthometric height was determined by differential leveling and
 DN8133.adjusted by the NATIONAL GEODETIC SURVEY
 DN8133.in June 2012.
 DN8133
 DN8133.No vertical observational check was made to the station.
 DN8133
 DN8133.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8133.GEOID18 height accuracy estimate available here.
 DN8133
 DN8133.Click photographs - Photos may exist for this station.
 DN8133
 DN8133.The dynamic height is computed by dividing the NAVD 88
 DN8133.geopotential number by the normal gravity value computed on the
 DN8133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8133.degrees latitude (g = 980.6199 gals.).
 DN8133
 DN8133.The modeled gravity was interpolated from observed gravity values.
 DN8133
 DN8133;                    North         East    Units  Estimated Accuracy
 DN8133;SPC FL W     -   454,546.      142,922.      MT  (+/- 10 meters HH2 GPS)
 DN8133
 DN8133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4500646404(NAD 83)
 DN8133
 DN8133                          SUPERSEDED SURVEY CONTROL
 DN8133
 DN8133.No superseded survey control is available for this station.
 DN8133
 DN8133_MARKER: DD = SURVEY DISK
 DN8133_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8133_STAMPING: 20840 B 2011
 DN8133_MARK LOGO: SWFWMD
 DN8133_PROJECTION: FLUSH
 DN8133_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8133_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8133+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2011
 DN8133_ROD/PIPE-DEPTH: 6.4 meters
 DN8133
 DN8133  HISTORY     - Date     Condition        Report By
 DN8133  HISTORY     - 20110218 MONUMENTED       FLDEP
 DN8133
 DN8133                          STATION DESCRIPTION
 DN8133
 DN8133'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8133'THE MARK IS ABOUT 7.6 MI (12.2 KM) WEST OF MASARYKTOWN, 5.6 MI (9.0
 DN8133'KM) SOUTH OF WEEKI WACHEE, 5.0 MI (8.0 KM) EAST OF ARIPEKA, IN SECTION
 DN8133'35, TOWNSHIP 23 SOUTH, RANGE 17 EAST.
 DN8133'
 DN8133'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN8133'WAY) AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN SPRING HILL, GO EAST ON
 DN8133'COUNTY ROAD 578 (COUNTY LINE ROAD) FOR 3.5 MI (5.6 KM) TO THE JUNCTION
 DN8133'OF WATERFALL DRIVE ON THE LEFT.  TURN LEFT ON WATERFALL DRIVE AND GO
 DN8133'NORTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF PLACID STREET ON THE LEFT
 DN8133'AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DN8133'OF 21.0 FT (6.4 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A
 DN8133'4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 2.0 FT (0.6 M)
 DN8133'ABOVE THE LEVEL OF PLACID STREET.
 DN8133'
 DN8133'LOCATED 69.8 FT (21.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF PLACID
 DN8133'STREET, 51.6 FT (15.7 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DN8133'WATERFALL DRIVE, 32.9 FT (10.0 M) NORTH OF SURVEY MARK 20840 A, 14.3
 DN8133'FT (4.4 M) NORTH OF THE NORTHERNMOST OF 2 WELLS, 1.4 FT (0.4 M) SOUTH
 DN8133'OF A CHAIN LINK FENCE AND 1.3 FT (0.4 M) SOUTH OF A CARSONITE WITNESS
 DN8133'POST.
 DN8133'
 DN8133'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8133'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8146 ***********************************************************************
 DN8146  DESIGNATION -  20846 A
 DN8146  PID         -  DN8146
 DN8146  STATE/COUNTY-  FL/HERNANDO
 DN8146  COUNTRY     -  US
 DN8146  USGS QUAD   -  ARIPEKA (2018)
 DN8146
 DN8146                         *CURRENT SURVEY CONTROL
 DN8146  ______________________________________________________________________
 DN8146* NAD 83(1986) POSITION- 28 26 17.4    (N) 082 38 10.9    (W)   HD_HELD2
 DN8146* NAVD 88 ORTHO HEIGHT -     6.125 (meters)       20.10  (feet) ADJUSTED
 DN8146  ______________________________________________________________________
 DN8146  GEOID HEIGHT    -        -26.136 (meters)                     GEOID18
 DN8146  DYNAMIC HEIGHT  -          6.116 (meters)       20.07  (feet) COMP
 DN8146  MODELED GRAVITY -    979,201.9   (mgal)                       NAVD 88
 DN8146
 DN8146  VERT ORDER      -  FIRST     CLASS II
 DN8146
 DN8146.The horizontal coordinates were established by autonomous hand held GPS
 DN8146.observations and have an estimated accuracy of +/- 10 meters.
 DN8146
 DN8146.The orthometric height was determined by differential leveling and
 DN8146.adjusted by the NATIONAL GEODETIC SURVEY
 DN8146.in June 2012.
 DN8146
 DN8146.No vertical observational check was made to the station.
 DN8146
 DN8146.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8146.GEOID18 height accuracy estimate available here.
 DN8146
 DN8146.Click photographs - Photos may exist for this station.
 DN8146
 DN8146.The dynamic height is computed by dividing the NAVD 88
 DN8146.geopotential number by the normal gravity value computed on the
 DN8146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8146.degrees latitude (g = 980.6199 gals.).
 DN8146
 DN8146.The modeled gravity was interpolated from observed gravity values.
 DN8146
 DN8146;                    North         East    Units  Estimated Accuracy
 DN8146;SPC FL W     -   454,930.      137,664.      MT  (+/- 10 meters HH2 GPS)
 DN8146
 DN8146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3975246831(NAD 83)
 DN8146
 DN8146                          SUPERSEDED SURVEY CONTROL
 DN8146
 DN8146.No superseded survey control is available for this station.
 DN8146
 DN8146_MARKER: DD = SURVEY DISK
 DN8146_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8146_STAMPING: 20846 A 2011
 DN8146_MARK LOGO: SWFWMD
 DN8146_PROJECTION: FLUSH
 DN8146_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8146+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DN8146_ROD/PIPE-DEPTH: 9.0 meters
 DN8146
 DN8146  HISTORY     - Date     Condition        Report By
 DN8146  HISTORY     - 20110205 MONUMENTED       FLDEP
 DN8146
 DN8146                          STATION DESCRIPTION
 DN8146
 DN8146'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8146'THE MARK IS ABOUT 7.4 MI (11.9 KM) SOUTH OF BAYPORT, 6.6 MI (10.6 KM)
 DN8146'SOUTHWEST OF WEEKI WACHEE, 1.8 MI (2.8 KM) EAST-NORTHEAST OF ARIPEKA,
 DN8146'IN SECTION 31, TOWNSHIP 23 SOUTH, RANGE 17 EAST.
 DN8146'
 DN8146'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN8146'WAY) AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN SPRING HILL, GO
 DN8146'NORTHEAST ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 0.45 MI (0.7 KM) TO
 DN8146'THE INTERSECTION OF CARRIBEAN DRIVE, TURN RIGHT ON CARRIBEAN DRIVE AND
 DN8146'GO SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF DELLA COURT ON THE
 DN8146'RIGHT, TURN RIGHT ON DELLA COURT AND GO SOUTH FOR 0.05 MI (0.1 KM) TO
 DN8146'A FENCED WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM
 DN8146'ROD DRIVEN TO REFUSAL AT A DEPTH OF 29.4 FT (9.0 M) WITH AN ALUMINUM
 DN8146'DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DN8146'GROUND AND ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF DELLA COURT.
 DN8146'
 DN8146'LOCATED 63.4 FT (19.3 M) EAST OF THE APPROXIMATE CENTERLINE OF DELLA
 DN8146'COURT, 28.9 FT (8.8 M) NORTHEAST OF SURVEY MARK 20846 B, 1.8 FT (0.5
 DN8146'M) NORTHWEST OF A CHAIN LINK FENCE AND 1.5 FT (0.5 M) NORTHWEST OF A
 DN8146'CARSONITE WITNESS POST.
 DN8146'
 DN8146'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8146'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8147 ***********************************************************************
 DN8147  DESIGNATION -  20846 B
 DN8147  PID         -  DN8147
 DN8147  STATE/COUNTY-  FL/HERNANDO
 DN8147  COUNTRY     -  US
 DN8147  USGS QUAD   -  ARIPEKA (2018)
 DN8147
 DN8147                         *CURRENT SURVEY CONTROL
 DN8147  ______________________________________________________________________
 DN8147* NAD 83(1986) POSITION- 28 26 17.2    (N) 082 38 11.1    (W)   HD_HELD2
 DN8147* NAVD 88 ORTHO HEIGHT -     6.183 (meters)       20.29  (feet) ADJUSTED
 DN8147  ______________________________________________________________________
 DN8147  GEOID HEIGHT    -        -26.136 (meters)                     GEOID18
 DN8147  DYNAMIC HEIGHT  -          6.174 (meters)       20.26  (feet) COMP
 DN8147  MODELED GRAVITY -    979,202.0   (mgal)                       NAVD 88
 DN8147
 DN8147  VERT ORDER      -  FIRST     CLASS II
 DN8147
 DN8147.The horizontal coordinates were established by autonomous hand held GPS
 DN8147.observations and have an estimated accuracy of +/- 10 meters.
 DN8147
 DN8147.The orthometric height was determined by differential leveling and
 DN8147.adjusted by the NATIONAL GEODETIC SURVEY
 DN8147.in June 2012.
 DN8147
 DN8147.No vertical observational check was made to the station.
 DN8147
 DN8147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8147.GEOID18 height accuracy estimate available here.
 DN8147
 DN8147.Click photographs - Photos may exist for this station.
 DN8147
 DN8147.The dynamic height is computed by dividing the NAVD 88
 DN8147.geopotential number by the normal gravity value computed on the
 DN8147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8147.degrees latitude (g = 980.6199 gals.).
 DN8147
 DN8147.The modeled gravity was interpolated from observed gravity values.
 DN8147
 DN8147;                    North         East    Units  Estimated Accuracy
 DN8147;SPC FL W     -   454,924.      137,659.      MT  (+/- 10 meters HH2 GPS)
 DN8147
 DN8147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3974646825(NAD 83)
 DN8147
 DN8147                          SUPERSEDED SURVEY CONTROL
 DN8147
 DN8147.No superseded survey control is available for this station.
 DN8147
 DN8147_MARKER: DD = SURVEY DISK
 DN8147_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN8147_SP_SET: UTILITY SLAB
 DN8147_STAMPING: 20846 B 2011
 DN8147_MARK LOGO: FLDEP
 DN8147_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8147+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DN8147
 DN8147  HISTORY     - Date     Condition        Report By
 DN8147  HISTORY     - 20110205 MONUMENTED       FLDEP
 DN8147
 DN8147                          STATION DESCRIPTION
 DN8147
 DN8147'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8147'THE MARK IS ABOUT 7.4 MI (11.9 KM) SOUTH OF BAYPORT, 6.6 MI (10.6 KM)
 DN8147'SOUTHWEST OF WEEKI WACHEE, 1.8 MI (2.9 KM) EAST-NORTHEAST OF ARIPEKA,
 DN8147'IN SECTION 31, TOWNSHIP 23 SOUTH, RANGE 17 EAST.
 DN8147'
 DN8147'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN8147'WAY) AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN SPRING HILL, GO
 DN8147'NORTHEAST ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 0.45 MI (0.7 KM) TO
 DN8147'THE INTERSECTION OF CARRIBEAN DRIVE.  TURN RIGHT ON CARRIBEAN DRIVE
 DN8147'AND GO SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF DELLA COURT ON
 DN8147'THE RIGHT.  TURN RIGHT ON DELLA COURT AND GO SOUTH FOR 0.05 MI (0.1
 DN8147'KM) TO A FENCED WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, SET IN
 DN8147'THE TOP OF A CONCRETE ELECTRICAL UTILITY SLAB ABOUT 2.0 FT (0.6 M)
 DN8147'ABOVE THE LEVEL OF DELLA COURT.
 DN8147'
 DN8147'LOCATED 47.4 FT (14.4 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DN8147'OF DELLA COURT, 29.0 FT (8.8 M) NORTHEAST OF POWER POLE NUMBER
 DN8147'49264934, 28.9 FT (8.8 M) SOUTHWEST OF SURVEY MARK 20846 A, 2.6 FT
 DN8147'(0.8 M) SOUTH OF A CHAIN LINK FENCE AND 2.5 FT (0.8 M) SOUTH OF A
 DN8147'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8155 ***********************************************************************
 DN8155  DESIGNATION -  20851 A
 DN8155  PID         -  DN8155
 DN8155  STATE/COUNTY-  FL/HERNANDO
 DN8155  COUNTRY     -  US
 DN8155  USGS QUAD   -  ARIPEKA (2018)
 DN8155
 DN8155                         *CURRENT SURVEY CONTROL
 DN8155  ______________________________________________________________________
 DN8155* NAD 83(1986) POSITION- 28 27 44.9    (N) 082 38 01.7    (W)   HD_HELD2
 DN8155* NAVD 88 ORTHO HEIGHT -     4.581 (meters)       15.03  (feet) ADJUSTED
 DN8155  ______________________________________________________________________
 DN8155  GEOID HEIGHT    -        -26.210 (meters)                     GEOID18
 DN8155  DYNAMIC HEIGHT  -          4.575 (meters)       15.01  (feet) COMP
 DN8155  MODELED GRAVITY -    979,203.4   (mgal)                       NAVD 88
 DN8155
 DN8155  VERT ORDER      -  FIRST     CLASS II
 DN8155
 DN8155.The horizontal coordinates were established by autonomous hand held GPS
 DN8155.observations and have an estimated accuracy of +/- 10 meters.
 DN8155
 DN8155.The orthometric height was determined by differential leveling and
 DN8155.adjusted by the NATIONAL GEODETIC SURVEY
 DN8155.in June 2012.
 DN8155
 DN8155.No vertical observational check was made to the station.
 DN8155
 DN8155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8155.GEOID18 height accuracy estimate available here.
 DN8155
 DN8155.Click photographs - Photos may exist for this station.
 DN8155
 DN8155.The dynamic height is computed by dividing the NAVD 88
 DN8155.geopotential number by the normal gravity value computed on the
 DN8155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8155.degrees latitude (g = 980.6199 gals.).
 DN8155
 DN8155.The modeled gravity was interpolated from observed gravity values.
 DN8155
 DN8155;                    North         East    Units  Estimated Accuracy
 DN8155;SPC FL W     -   457,622.      137,929.      MT  (+/- 10 meters HH2 GPS)
 DN8155
 DN8155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4003949521(NAD 83)
 DN8155
 DN8155                          SUPERSEDED SURVEY CONTROL
 DN8155
 DN8155.No superseded survey control is available for this station.
 DN8155
 DN8155_MARKER: DD = SURVEY DISK
 DN8155_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8155_STAMPING: 20851 A 2011
 DN8155_MARK LOGO: SWFWMD
 DN8155_PROJECTION: FLUSH
 DN8155_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8155+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DN8155_ROD/PIPE-DEPTH: 10.4 meters
 DN8155
 DN8155  HISTORY     - Date     Condition        Report By
 DN8155  HISTORY     - 20110205 MONUMENTED       FLDEP
 DN8155
 DN8155                          STATION DESCRIPTION
 DN8155
 DN8155'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8155'THE MARK IS ABOUT 5.7 MI (9.2 KM) SOUTH OF BAYPORT, 5.2 MI (8.4 KM)
 DN8155'SOUTHWEST OF WEEKI WACHEE, 2.8 MI (4.5 KM) NORTHEAST OF ARIPEKA, IN
 DN8155'SECTION 30, TOWNSHIP 23 SOUTH, RANGE 17 EAST.
 DN8155'
 DN8155'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN8155'WAY) AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN SPRING HILL, GO
 DN8155'NORTHEAST ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 1.95 MI (3.1 KM) TO
 DN8155'THE INTERSECTION OF OSOWAW BOULEVARD ON THE LEFT AND SPRING HILL DRIVE
 DN8155'(COUNTY ROAD 574) ON THE RIGHT.  TURN LEFT ON OSOWAW BOULEVARD AND GO
 DN8155'NORTHWEST FOR 0.25 MI (0.4 KM) TO A 4-WAY STOP AND THE JUNCTION OF
 DN8155'TARPON BOULEVARD ON THE RIGHT.  TURN LEFT ON OSOWAW BOULEVARD (COUNTY
 DN8155'ROAD 595) AND GO WEST FOR 0.25 MI (0.4 KM) TO A WELL SITE ON THE RIGHT
 DN8155'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DN8155'DEPTH OF 34.2 FT (10.4 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED
 DN8155'IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 4.0 FT
 DN8155'(1.2 M) BELOW THE LEVEL OF OSOWAW BOULEVARD (COUNTY ROAD 595).
 DN8155'
 DN8155'LOCATED 205.6 FT (62.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DN8155'OSOWAW BOULEVARD (COUNTY ROAD 595), 45.7 FT (13.9 M) WEST OF A WIRE
 DN8155'FENCELINE, 24.0 FT (7.3 M) SOUTH OF SURVEY MARK 20851 B, 12.0 FT (3.7
 DN8155'M) SOUTHWEST OF WELL NUMBER 20851 AND 1.3 FT (0.4 M) WEST-NORTHWEST OF
 DN8155'A CARSONITE WITNESS POST.
 DN8155'
 DN8155'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8155'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8156 ***********************************************************************
 DN8156  DESIGNATION -  20851 B
 DN8156  PID         -  DN8156
 DN8156  STATE/COUNTY-  FL/HERNANDO
 DN8156  COUNTRY     -  US
 DN8156  USGS QUAD   -  ARIPEKA (2018)
 DN8156
 DN8156                         *CURRENT SURVEY CONTROL
 DN8156  ______________________________________________________________________
 DN8156* NAD 83(1986) POSITION- 28 27 45.3    (N) 082 38 01.7    (W)   HD_HELD2
 DN8156* NAVD 88 ORTHO HEIGHT -     4.646 (meters)       15.24  (feet) ADJUSTED
 DN8156  ______________________________________________________________________
 DN8156  GEOID HEIGHT    -        -26.210 (meters)                     GEOID18
 DN8156  DYNAMIC HEIGHT  -          4.640 (meters)       15.22  (feet) COMP
 DN8156  MODELED GRAVITY -    979,203.4   (mgal)                       NAVD 88
 DN8156
 DN8156  VERT ORDER      -  FIRST     CLASS II
 DN8156
 DN8156.The horizontal coordinates were established by autonomous hand held GPS
 DN8156.observations and have an estimated accuracy of +/- 10 meters.
 DN8156
 DN8156.The orthometric height was determined by differential leveling and
 DN8156.adjusted by the NATIONAL GEODETIC SURVEY
 DN8156.in June 2012.
 DN8156
 DN8156.No vertical observational check was made to the station.
 DN8156
 DN8156.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8156.GEOID18 height accuracy estimate available here.
 DN8156
 DN8156.Click photographs - Photos may exist for this station.
 DN8156
 DN8156.The dynamic height is computed by dividing the NAVD 88
 DN8156.geopotential number by the normal gravity value computed on the
 DN8156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8156.degrees latitude (g = 980.6199 gals.).
 DN8156
 DN8156.The modeled gravity was interpolated from observed gravity values.
 DN8156
 DN8156;                    North         East    Units  Estimated Accuracy
 DN8156;SPC FL W     -   457,635.      137,929.      MT  (+/- 10 meters HH2 GPS)
 DN8156
 DN8156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4003949533(NAD 83)
 DN8156
 DN8156                          SUPERSEDED SURVEY CONTROL
 DN8156
 DN8156.No superseded survey control is available for this station.
 DN8156
 DN8156_MARKER: DD = SURVEY DISK
 DN8156_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8156_STAMPING: 20851 B 2011
 DN8156_MARK LOGO: SWFWMD
 DN8156_PROJECTION: FLUSH
 DN8156_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8156+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DN8156_ROD/PIPE-DEPTH: 6.3 meters
 DN8156
 DN8156  HISTORY     - Date     Condition        Report By
 DN8156  HISTORY     - 20110205 MONUMENTED       FLDEP
 DN8156
 DN8156                          STATION DESCRIPTION
 DN8156
 DN8156'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8156'THE MARK IS ABOUT 5.7 MI (9.2 KM) SOUTH OF BAYPORT, 5.2 MI (8.4 KM)
 DN8156'SOUTHWEST OF WEEKI WACHEE, 2.8 MI (4.5 KM) NORTHEAST OF ARIPEKA, IN
 DN8156'SECTION 30, TOWNSHIP 23 SOUTH, RANGE 17 EAST.
 DN8156'
 DN8156'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN8156'WAY) AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN SPRING HILL, GO
 DN8156'NORTHEAST ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 1.95 MI (3.1 KM) TO
 DN8156'THE INTERSECTION OF OSOWAW BOULEVARD ON THE LEFT AND SPRING HILL DRIVE
 DN8156'(COUNTY ROAD 574) ON THE RIGHT.  TURN LEFT ON OSOWAW BOULEVARD AND GO
 DN8156'NORTHWEST FOR 0.25 MI (0.4 KM) TO A 4-WAY STOP AND THE JUNCTION OF
 DN8156'TARPON BOULEVARD ON THE RIGHT.  TURN LEFT ON OSOWAW BOULEVARD (COUNTY
 DN8156'ROAD 595) AND GO WEST FOR 0.25 MI (0.4 KM) TO A WELL SITE ON THE RIGHT
 DN8156'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DN8156'DEPTH OF 20.7 FT (6.3 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN
 DN8156'A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 4.0 FT (1.2
 DN8156'M) BELOW THE LEVEL OF OSOWAW BOULEVARD (COUNTY ROAD 595).
 DN8156'
 DN8156'LOCATED 229.6 FT (70.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DN8156'OSOWAW BOULEVARD (COUNTY ROAD 595), 42.7 FT (13.0 M) WEST OF A WIRE
 DN8156'FENCELINE, 24.0 FT (7.3 M) NORTH OF SURVEY MARK 20851 A, 12.3 FT (3.7
 DN8156'M) NORTHWEST OF WELL NUMBER 20852 AND 3.0 FT (0.9 M) WEST-NORTHWEST OF
 DN8156'A CARSONITE WITNESS POST.
 DN8156'
 DN8156'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8156'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8153 ***********************************************************************
 DN8153  DESIGNATION -  20854 A
 DN8153  PID         -  DN8153
 DN8153  STATE/COUNTY-  FL/HERNANDO
 DN8153  COUNTRY     -  US
 DN8153  USGS QUAD   -  ARIPEKA (2018)
 DN8153
 DN8153                         *CURRENT SURVEY CONTROL
 DN8153  ______________________________________________________________________
 DN8153* NAD 83(1986) POSITION- 28 27 43.0    (N) 082 37 59.2    (W)   HD_HELD2
 DN8153* NAVD 88 ORTHO HEIGHT -     4.097 (meters)       13.44  (feet) ADJUSTED
 DN8153  ______________________________________________________________________
 DN8153  GEOID HEIGHT    -        -26.209 (meters)                     GEOID18
 DN8153  DYNAMIC HEIGHT  -          4.091 (meters)       13.42  (feet) COMP
 DN8153  MODELED GRAVITY -    979,203.4   (mgal)                       NAVD 88
 DN8153
 DN8153  VERT ORDER      -  FIRST     CLASS II
 DN8153
 DN8153.The horizontal coordinates were established by autonomous hand held GPS
 DN8153.observations and have an estimated accuracy of +/- 10 meters.
 DN8153
 DN8153.The orthometric height was determined by differential leveling and
 DN8153.adjusted by the NATIONAL GEODETIC SURVEY
 DN8153.in June 2012.
 DN8153
 DN8153.No vertical observational check was made to the station.
 DN8153
 DN8153.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8153.GEOID18 height accuracy estimate available here.
 DN8153
 DN8153.Click photographs - Photos may exist for this station.
 DN8153
 DN8153.The dynamic height is computed by dividing the NAVD 88
 DN8153.geopotential number by the normal gravity value computed on the
 DN8153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8153.degrees latitude (g = 980.6199 gals.).
 DN8153
 DN8153.The modeled gravity was interpolated from observed gravity values.
 DN8153
 DN8153;                    North         East    Units  Estimated Accuracy
 DN8153;SPC FL W     -   457,563.      137,997.      MT  (+/- 10 meters HH2 GPS)
 DN8153
 DN8153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4010649462(NAD 83)
 DN8153
 DN8153                          SUPERSEDED SURVEY CONTROL
 DN8153
 DN8153.No superseded survey control is available for this station.
 DN8153
 DN8153_MARKER: DD = SURVEY DISK
 DN8153_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN8153_SP_SET: CULVERT HEADWALL
 DN8153_STAMPING: 20854 A 2011
 DN8153_MARK LOGO: FLDEP
 DN8153_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8153+STABILITY: SURFACE MOTION
 DN8153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8153+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DN8153
 DN8153  HISTORY     - Date     Condition        Report By
 DN8153  HISTORY     - 20110205 MONUMENTED       FLDEP
 DN8153
 DN8153                          STATION DESCRIPTION
 DN8153
 DN8153'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8153'THE MARK IS ABOUT 5.8 MI (9.3 KM) SOUTH OF BAYPORT, 5.2 MI (8.4 KM)
 DN8153'SOUTHWEST OF WEEKI WACHEE, 2.8 MI (4.5 KM) NORTHEAST OF ARIPEKA, IN
 DN8153'SECTION 29, TOWNSHIP 23 SOUTH, RANGE 17 EAST.
 DN8153'
 DN8153'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN8153'WAY) AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN SPRING HILL, GO
 DN8153'NORTHEAST ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 1.95 MI (3.1 KM) TO
 DN8153'THE INTERSECTION OF OSOWAW BOULEVARD ON THE LEFT AND SPRING HILL DRIVE
 DN8153'(COUNTY ROAD 574) ON THE RIGHT.  TURN LEFT ON OSOWAW BOULEVARD AND GO
 DN8153'NORTHWEST FOR 0.25 MI (0.4 KM) TO A 4-WAY STOP AND THE JUNCTION OF
 DN8153'TARPON BOULEVARD ON THE RIGHT.  TURN LEFT ON OSOWAW BOULEVARD (COUNTY
 DN8153'ROAD 595) AND GO WEST FOR 0.2 MI (0.3 KM) TO A CULVERT CROSSING AND
 DN8153'THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE CULVERT
 DN8153'HEADWALL AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF OSOWAW BOULEVARD
 DN8153'(COUNTY ROAD 595).
 DN8153'
 DN8153'LOCATED 66.4 FT (20.2 M) NORTHWEST OF SURVEY MARK 20854 B, 59.1 FT
 DN8153'(18.0 M) WEST-SOUTHWEST OF THE CENTER OF THE CHAIN LINK FENCE GATE,
 DN8153'32.6 FT (9.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF OSOWAW
 DN8153'BOULEVARD (COUNTY ROAD 595), 19.1 FT (5.8 M) EAST OF THE WEST END OF
 DN8153'THE CULVERT HEADWALL AND 2.9 FT (0.9 M) WEST OF A CARSONITE WITNESS
 DN8153'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8154 ***********************************************************************
 DN8154  DESIGNATION -  20854 B
 DN8154  PID         -  DN8154
 DN8154  STATE/COUNTY-  FL/HERNANDO
 DN8154  COUNTRY     -  US
 DN8154  USGS QUAD   -  ARIPEKA (2018)
 DN8154
 DN8154                         *CURRENT SURVEY CONTROL
 DN8154  ______________________________________________________________________
 DN8154* NAD 83(1986) POSITION- 28 27 42.7    (N) 082 37 58.8    (W)   HD_HELD2
 DN8154* NAVD 88 ORTHO HEIGHT -     4.173 (meters)       13.69  (feet) ADJUSTED
 DN8154  ______________________________________________________________________
 DN8154  GEOID HEIGHT    -        -26.208 (meters)                     GEOID18
 DN8154  DYNAMIC HEIGHT  -          4.167 (meters)       13.67  (feet) COMP
 DN8154  MODELED GRAVITY -    979,203.4   (mgal)                       NAVD 88
 DN8154
 DN8154  VERT ORDER      -  FIRST     CLASS II
 DN8154
 DN8154.The horizontal coordinates were established by autonomous hand held GPS
 DN8154.observations and have an estimated accuracy of +/- 10 meters.
 DN8154
 DN8154.The orthometric height was determined by differential leveling and
 DN8154.adjusted by the NATIONAL GEODETIC SURVEY
 DN8154.in June 2012.
 DN8154
 DN8154.No vertical observational check was made to the station.
 DN8154
 DN8154.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8154.GEOID18 height accuracy estimate available here.
 DN8154
 DN8154.Click photographs - Photos may exist for this station.
 DN8154
 DN8154.The dynamic height is computed by dividing the NAVD 88
 DN8154.geopotential number by the normal gravity value computed on the
 DN8154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8154.degrees latitude (g = 980.6199 gals.).
 DN8154
 DN8154.The modeled gravity was interpolated from observed gravity values.
 DN8154
 DN8154;                    North         East    Units  Estimated Accuracy
 DN8154;SPC FL W     -   457,554.      138,007.      MT  (+/- 10 meters HH2 GPS)
 DN8154
 DN8154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4011749452(NAD 83)
 DN8154
 DN8154                          SUPERSEDED SURVEY CONTROL
 DN8154
 DN8154.No superseded survey control is available for this station.
 DN8154
 DN8154_MARKER: DD = SURVEY DISK
 DN8154_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8154_STAMPING: 20854 B 2011
 DN8154_MARK LOGO: SWFWMD
 DN8154_PROJECTION: FLUSH
 DN8154_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8154_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8154_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8154+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DN8154_ROD/PIPE-DEPTH: 6.5 meters
 DN8154
 DN8154  HISTORY     - Date     Condition        Report By
 DN8154  HISTORY     - 20110205 MONUMENTED       FLDEP
 DN8154
 DN8154                          STATION DESCRIPTION
 DN8154
 DN8154'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8154'THE MARK IS ABOUT 5.8 MI (9.3 KM) SOUTH OF BAYPORT, 5.2 MI (8.4 KM)
 DN8154'SOUTHWEST OF WEEKI WACHEE, 2.8 MI (4.5 KM) NORTHEAST OF ARIPEKA, IN
 DN8154'SECTION 29, TOWNSHIP 23 SOUTH, RANGE 17 EAST.
 DN8154'
 DN8154'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN8154'WAY) AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN SPRING HILL, GO
 DN8154'NORTHEAST ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 1.95 MI (3.1 KM) TO
 DN8154'THE INTERSECTION OF OSOWAW BOULEVARD ON THE LEFT AND SPRING HILL DRIVE
 DN8154'(COUNTY ROAD 574) ON THE RIGHT.  TURN LEFT ON OSOWAW BOULEVARD AND GO
 DN8154'NORTHWEST FOR 0.25 MI (0.4 KM) TO A 4-WAY STOP AND THE JUNCTION OF
 DN8154'TARPON BOULEVARD ON THE RIGHT.  TURN LEFT ON OSOWAW BOULEVARD (COUNTY
 DN8154'ROAD 595) AND GO WEST FOR 0.2 MI (0.3 KM) TO A FENCED WELL SITE ON THE
 DN8154'LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DN8154'DEPTH OF 21.2 FT (6.5 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN
 DN8154'A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 2.0 FT (0.6
 DN8154'M) BELOW THE LEVEL OF OSOWAW BOULEVARD (COUNTY ROAD 595).
 DN8154'
 DN8154'LOCATED 74.6 FT (22.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF OSOWAW
 DN8154'BOULEVARD (COUNTY ROAD 595), 66.4 FT (20.2 M) SOUTHEAST OF SURVEY MARK
 DN8154'20854 A, 21.1 FT (6.4 M) SOUTH-SOUTHWEST OF THE CENTER OF THE CHAIN
 DN8154'LINK FENCE GATE, 1.6 FT (0.5 M) EAST OF THE CHAIN LINK FENCE AND 1.5
 DN8154'FT (0.5 M) EAST OF A CARSONITE WITNESS POST.
 DN8154'
 DN8154'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8154'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8318 ***********************************************************************
 DN8318  DESIGNATION -  20868 A
 DN8318  PID         -  DN8318
 DN8318  STATE/COUNTY-  FL/HERNANDO
 DN8318  COUNTRY     -  US
 DN8318  USGS QUAD   -  MASARYKTOWN (2018)
 DN8318
 DN8318                         *CURRENT SURVEY CONTROL
 DN8318  ______________________________________________________________________
 DN8318* NAD 83(1986) POSITION- 28 26 38.1    (N) 082 27 09.8    (W)   HD_HELD2
 DN8318* NAVD 88 ORTHO HEIGHT -    21.416 (meters)       70.26  (feet) ADJUSTED
 DN8318  ______________________________________________________________________
 DN8318  GEOID HEIGHT    -        -26.308 (meters)                     GEOID18
 DN8318  DYNAMIC HEIGHT  -         21.385 (meters)       70.16  (feet) COMP
 DN8318  MODELED GRAVITY -    979,194.6   (mgal)                       NAVD 88
 DN8318
 DN8318  VERT ORDER      -  FIRST     CLASS II
 DN8318
 DN8318.The horizontal coordinates were established by autonomous hand held GPS
 DN8318.observations and have an estimated accuracy of +/- 10 meters.
 DN8318
 DN8318.The orthometric height was determined by differential leveling and
 DN8318.adjusted by the NATIONAL GEODETIC SURVEY
 DN8318.in June 2012.
 DN8318
 DN8318.No vertical observational check was made to the station.
 DN8318
 DN8318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8318.GEOID18 height accuracy estimate available here.
 DN8318
 DN8318.Click photographs - Photos may exist for this station.
 DN8318
 DN8318.The dynamic height is computed by dividing the NAVD 88
 DN8318.geopotential number by the normal gravity value computed on the
 DN8318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8318.degrees latitude (g = 980.6199 gals.).
 DN8318
 DN8318.The modeled gravity was interpolated from observed gravity values.
 DN8318
 DN8318;                    North         East    Units  Estimated Accuracy
 DN8318;SPC FL W     -   455,486.      155,656.      MT  (+/- 10 meters HH2 GPS)
 DN8318
 DN8318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5774547237(NAD 83)
 DN8318
 DN8318                          SUPERSEDED SURVEY CONTROL
 DN8318
 DN8318.No superseded survey control is available for this station.
 DN8318
 DN8318_MARKER: DD = SURVEY DISK
 DN8318_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8318_STAMPING: 20868 A 2011
 DN8318_MARK LOGO: SWFWMD
 DN8318_PROJECTION: FLUSH
 DN8318_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8318_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8318+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2011
 DN8318_ROD/PIPE-DEPTH: 4.3 meters
 DN8318
 DN8318  HISTORY     - Date     Condition        Report By
 DN8318  HISTORY     - 20110218 MONUMENTED       FLDEP
 DN8318
 DN8318                          STATION DESCRIPTION
 DN8318
 DN8318'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8318'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF WEEKI WACHEE, 8.6 MI
 DN8318'(13.8 KM) SOUTH-SOUTHWEST OF BROOKSVILLE, 0.3 MI (0.5 KM)
 DN8318'EAST-NORTHEAST OF MASARYKTOWN, IN SECTION 31, TOWNSHIP 23 SOUTH, RANGE
 DN8318'19 EAST.
 DN8318'
 DN8318'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 574 (SPRING
 DN8318'HILL DRIVE), HIGHBURY BOULEVARD AND U.S. HIGHWAY 41 (BROAD STREET)
 DN8318'ABOUT 3.0 MI (4.8 KM) NORTHEAST OF MASARYKTOWN, GO SOUTH ON U.S.
 DN8318'HIGHWAY 41 (BROAD STREET) FOR 3.05 MI (4.9 KM) TO THE INTERSECTION OF
 DN8318'WILSON BOULEVARD, TURN LEFT ON WILSON BOULEVARD AND GO SOUTHEAST FOR
 DN8318'0.15 MI (0.2 KM) TO THE EAST END OF A CANAL BRIDGE AND A GATE ON THE
 DN8318'LEFT, TURN LEFT PASSING THOUGH THE GATE AND GO NORTHEAST ON THE EAST
 DN8318'CANAL LEVEE ON A GRASSY ROAD FOR 0.3 MI (0.5 KM) TO A WELL SITE AND
 DN8318'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DN8318'14.0 FT (3.2 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH
 DN8318'(10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 4.0 FT (1.2 M) ABOVE
 DN8318'THE LEVEL OF THE GRASSY ROAD.
 DN8318'
 DN8318'LOCATED 47.0 FT (14.3 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DN8318'THE GRASS COVERED ROAD, 45.9 FT (14.0 M) SOUTHWEST OF SURVEY MARK
 DN8318'20868 B, 39.5 FT (12.0 M) SOUTH OF WELL NUMBER 20868, 2.5 FT (0.8 M)
 DN8318'NORTHWEST OF A BARB WIRE FENCE AND 2.3 FT (0.7 M) NORTHWEST OF A
 DN8318'CARSONITE WITNESS POST.
 DN8318'
 DN8318'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8318'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8319 ***********************************************************************
 DN8319  DESIGNATION -  20868 B
 DN8319  PID         -  DN8319
 DN8319  STATE/COUNTY-  FL/HERNANDO
 DN8319  COUNTRY     -  US
 DN8319  USGS QUAD   -  MASARYKTOWN (2018)
 DN8319
 DN8319                         *CURRENT SURVEY CONTROL
 DN8319  ______________________________________________________________________
 DN8319* NAD 83(1986) POSITION- 28 26 38.5    (N) 082 27 09.7    (W)   HD_HELD2
 DN8319* NAVD 88 ORTHO HEIGHT -    21.324 (meters)       69.96  (feet) ADJUSTED
 DN8319  ______________________________________________________________________
 DN8319  GEOID HEIGHT    -        -26.309 (meters)                     GEOID18
 DN8319  DYNAMIC HEIGHT  -         21.293 (meters)       69.86  (feet) COMP
 DN8319  MODELED GRAVITY -    979,194.6   (mgal)                       NAVD 88
 DN8319
 DN8319  VERT ORDER      -  FIRST     CLASS II
 DN8319
 DN8319.The horizontal coordinates were established by autonomous hand held GPS
 DN8319.observations and have an estimated accuracy of +/- 10 meters.
 DN8319
 DN8319.The orthometric height was determined by differential leveling and
 DN8319.adjusted by the NATIONAL GEODETIC SURVEY
 DN8319.in June 2012.
 DN8319
 DN8319.No vertical observational check was made to the station.
 DN8319
 DN8319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8319.GEOID18 height accuracy estimate available here.
 DN8319
 DN8319.Click photographs - Photos may exist for this station.
 DN8319
 DN8319.The dynamic height is computed by dividing the NAVD 88
 DN8319.geopotential number by the normal gravity value computed on the
 DN8319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8319.degrees latitude (g = 980.6199 gals.).
 DN8319
 DN8319.The modeled gravity was interpolated from observed gravity values.
 DN8319
 DN8319;                    North         East    Units  Estimated Accuracy
 DN8319;SPC FL W     -   455,498.      155,658.      MT  (+/- 10 meters HH2 GPS)
 DN8319
 DN8319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5774847250(NAD 83)
 DN8319
 DN8319                          SUPERSEDED SURVEY CONTROL
 DN8319
 DN8319.No superseded survey control is available for this station.
 DN8319
 DN8319_MARKER: DD = SURVEY DISK
 DN8319_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8319_STAMPING: 20868 B 2011
 DN8319_MARK LOGO: SWFWMD
 DN8319_PROJECTION: FLUSH
 DN8319_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8319_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8319+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2011
 DN8319_ROD/PIPE-DEPTH: 3.7 meters
 DN8319
 DN8319  HISTORY     - Date     Condition        Report By
 DN8319  HISTORY     - 20110218 MONUMENTED       FLDEP
 DN8319
 DN8319                          STATION DESCRIPTION
 DN8319
 DN8319'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8319'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF WEEKI WACHEE, 8.6 MI
 DN8319'(13.8 KM) SOUTH-SOUTHWEST OF BROOKSVILLE, 0.3 MI (0.5 KM)
 DN8319'EAST-NORTHEAST OF MASARYKTOWN, IN SECTION 31, TOWNSHIP 23 SOUTH, RANGE
 DN8319'19 EAST.
 DN8319'
 DN8319'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 574 (SPRING
 DN8319'HILL DRIVE), HIGHBURY BOULEVARD AND U.S. HIGHWAY 41 (BROAD STREET)
 DN8319'ABOUT 3.0 MI (4.8 KM) NORTHEAST OF MASARYKTOWN, GO SOUTH ON U.S.
 DN8319'HIGHWAY 41 (BROAD STREET) FOR 3.05 MI (4.9 KM) TO THE INTERSECTION OF
 DN8319'WILSON BOULEVARD, TURN LEFT ON WILSON BOULEVARD AND GO SOUTHEAST FOR
 DN8319'0.15 MI (0.2 KM) TO THE EAST END OF A CANAL BRIDGE AND A GATE ON THE
 DN8319'LEFT, TURN LEFT PASSING THROUGH THE GATE AND GO NORTHEAST ON THE EAST
 DN8319'CANAL LEVEE ON A GRASSY ROAD FOR 0.3 MI (0.5 KM) TO A WELL SITE AND
 DN8319'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DN8319'12.3 FT (3.7 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH
 DN8319'(10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 4.0 FT (1.2 M) ABOVE
 DN8319'THE LEVEL OF THE GRASSY ROAD.
 DN8319'
 DN8319'LOCATED 48.0 FT (14.6 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DN8319'THE GRASS COVERED ROAD, 45.9 FT (14.0 M) NORTHEAST OF SURVEY MARK
 DN8319'20868 A, 34.0 FT (10.4 M) EAST OF WELL NUMBER 20868, 2.4 FT (0.7 M)
 DN8319'NORTHWEST OF A BARB WIRE FENCE AND 2.0 FT (0.6 M) NORTHWEST OF A
 DN8319'CARSONITE WITNESS POST.
 DN8319'
 DN8319'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8319'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8316 ***********************************************************************
 DN8316  DESIGNATION -  20879 A
 DN8316  PID         -  DN8316
 DN8316  STATE/COUNTY-  FL/HERNANDO
 DN8316  COUNTRY     -  US
 DN8316  USGS QUAD   -  MASARYKTOWN (2018)
 DN8316
 DN8316                         *CURRENT SURVEY CONTROL
 DN8316  ______________________________________________________________________
 DN8316* NAD 83(1986) POSITION- 28 28 17.3    (N) 082 26 37.7    (W)   HD_HELD2
 DN8316* NAVD 88 ORTHO HEIGHT -    20.851 (meters)       68.41  (feet) ADJUSTED
 DN8316  ______________________________________________________________________
 DN8316  GEOID HEIGHT    -        -26.402 (meters)                     GEOID18
 DN8316  DYNAMIC HEIGHT  -         20.820 (meters)       68.31  (feet) COMP
 DN8316  MODELED GRAVITY -    979,192.8   (mgal)                       NAVD 88
 DN8316
 DN8316  VERT ORDER      -  FIRST     CLASS II
 DN8316
 DN8316.The horizontal coordinates were established by autonomous hand held GPS
 DN8316.observations and have an estimated accuracy of +/- 10 meters.
 DN8316
 DN8316.The orthometric height was determined by differential leveling and
 DN8316.adjusted by the NATIONAL GEODETIC SURVEY
 DN8316.in June 2012.
 DN8316
 DN8316.No vertical observational check was made to the station.
 DN8316
 DN8316.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8316.GEOID18 height accuracy estimate available here.
 DN8316
 DN8316.Click photographs - Photos may exist for this station.
 DN8316
 DN8316.The dynamic height is computed by dividing the NAVD 88
 DN8316.geopotential number by the normal gravity value computed on the
 DN8316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8316.degrees latitude (g = 980.6199 gals.).
 DN8316
 DN8316.The modeled gravity was interpolated from observed gravity values.
 DN8316
 DN8316;                    North         East    Units  Estimated Accuracy
 DN8316;SPC FL W     -   458,536.      156,540.      MT  (+/- 10 meters HH2 GPS)
 DN8316
 DN8316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5865550280(NAD 83)
 DN8316
 DN8316                          SUPERSEDED SURVEY CONTROL
 DN8316
 DN8316.No superseded survey control is available for this station.
 DN8316
 DN8316_MARKER: DD = SURVEY DISK
 DN8316_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8316_STAMPING: 20879 A 2011
 DN8316_MARK LOGO: SWFWMD
 DN8316_PROJECTION: FLUSH
 DN8316_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8316+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2011
 DN8316_ROD/PIPE-DEPTH: 3.2 meters
 DN8316
 DN8316  HISTORY     - Date     Condition        Report By
 DN8316  HISTORY     - 20110121 MONUMENTED       FLDEP
 DN8316
 DN8316                          STATION DESCRIPTION
 DN8316
 DN8316'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8316'THE MARK IS ABOUT 8.4 MI (13.5 KM) EAST-SOUTHEAST OF WEEKI WACHEE, 6.7
 DN8316'MI (10.8 KM) SOUTH-SOUTHWEST OF BROOKSVILLE, 2.2 MI (3.5 KM)
 DN8316'NORTH-NORTHEAST OF MASARYKTOWN, IN SECTION 19, TOWNSHIP 23 SOUTH,
 DN8316'RANGE 19 EAST.
 DN8316'
 DN8316'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 574 (SPRING
 DN8316'HILL DRIVE), HIGHBURY BOULEVARD AND U.S. HIGHWAY 41 (BROAD STREET)
 DN8316'ABOUT 3.0 MI (4.8 KM) NORTHEAST OF MASARYKTOWN, GO SOUTH ON U.S.
 DN8316'HIGHWAY 41 (BROAD STREET) FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF A
 DN8316'FRONTAGE ROAD ON THE RIGHT.  TURN RIGHT ON THE FRONTAGE ROAD AND GO
 DN8316'WEST AND SOUTHWEST FOR ABOUT 200.0 FT (61.0 M) TO THE SOUTHWEST
 DN8316'FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) OFFICE COMPLEX NORTH
 DN8316'PARKING LOT ENTRANCE.  TURN RIGHT ON THE ENTRANCE DRIVE AND GO
 DN8316'WEST-NORTHWEST FOR 0.1 MI (0.2 KM) ALONG THE NORTH FENCELINE TO THE
 DN8316'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DN8316'10.5 FT (3.2 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH
 DN8316'(10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE PARKING LOT.
 DN8316'LOCATED 123.3 FT (37.6 M) NORTH OF A STREET LIGHT POLE, 77.4 FT (23.6
 DN8316'M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE NORTH PARKING
 DN8316'LOT DRIVEWAY, 64.9 FT (19.8 M) NORTH-NORTHEAST OF THE NORTH-NORTHEAST
 DN8316'EDGE OF THE PAVEMENT, 1.9 FT (0.6 M) SOUTH-SOUTHWEST OF A CHAIN LINK
 DN8316'FENCE AND 1.8 FT (0.5 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 DN8316'
 DN8316'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8316'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8317 ***********************************************************************
 DN8317  DESIGNATION -  20879 B
 DN8317  PID         -  DN8317
 DN8317  STATE/COUNTY-  FL/HERNANDO
 DN8317  COUNTRY     -  US
 DN8317  USGS QUAD   -  MASARYKTOWN (2018)
 DN8317
 DN8317                         *CURRENT SURVEY CONTROL
 DN8317  ______________________________________________________________________
 DN8317* NAD 83(1986) POSITION- 28 28 12.0    (N) 082 26 35.9    (W)   HD_HELD2
 DN8317* NAVD 88 ORTHO HEIGHT -    20.825 (meters)       68.32  (feet) ADJUSTED
 DN8317  ______________________________________________________________________
 DN8317  GEOID HEIGHT    -        -26.398 (meters)                     GEOID18
 DN8317  DYNAMIC HEIGHT  -         20.795 (meters)       68.22  (feet) COMP
 DN8317  MODELED GRAVITY -    979,192.8   (mgal)                       NAVD 88
 DN8317
 DN8317  VERT ORDER      -  FIRST     CLASS II
 DN8317
 DN8317.The horizontal coordinates were established by autonomous hand held GPS
 DN8317.observations and have an estimated accuracy of +/- 10 meters.
 DN8317
 DN8317.The orthometric height was determined by differential leveling and
 DN8317.adjusted by the NATIONAL GEODETIC SURVEY
 DN8317.in June 2012.
 DN8317
 DN8317.No vertical observational check was made to the station.
 DN8317
 DN8317.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8317.GEOID18 height accuracy estimate available here.
 DN8317
 DN8317.Click photographs - Photos may exist for this station.
 DN8317
 DN8317.The dynamic height is computed by dividing the NAVD 88
 DN8317.geopotential number by the normal gravity value computed on the
 DN8317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8317.degrees latitude (g = 980.6199 gals.).
 DN8317
 DN8317.The modeled gravity was interpolated from observed gravity values.
 DN8317
 DN8317;                    North         East    Units  Estimated Accuracy
 DN8317;SPC FL W     -   458,373.      156,589.      MT  (+/- 10 meters HH2 GPS)
 DN8317
 DN8317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5870250116(NAD 83)
 DN8317
 DN8317                          SUPERSEDED SURVEY CONTROL
 DN8317
 DN8317.No superseded survey control is available for this station.
 DN8317
 DN8317_MARKER: DD = SURVEY DISK
 DN8317_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DN8317+WITH SETTING: PAVEMENT
 DN8317_SP_SET: MECHANICAL SLAB
 DN8317_STAMPING: 20879 B 2011
 DN8317_MARK LOGO: FLDEP
 DN8317_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8317+STABILITY: SURFACE MOTION
 DN8317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8317+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2011
 DN8317
 DN8317  HISTORY     - Date     Condition        Report By
 DN8317  HISTORY     - 20110121 MONUMENTED       FLDEP
 DN8317
 DN8317                          STATION DESCRIPTION
 DN8317
 DN8317'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8317'THE MARK IS ABOUT 8.4 MI (13.5 KM) EAST-SOUTHEAST OF WEEKI WACHEE, 6.7
 DN8317'MI (10.8 KM) SOUTH-SOUTHWEST OF BROOKSVILLE, 2.2 MI (3.5 KM)
 DN8317'NORTH-NORTHEAST OF MASARYKTOWN, IN SECTION 19, TOWNSHIP 23 SOUTH,
 DN8317'RANGE 19 EAST.
 DN8317'
 DN8317'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 574 (SPRING
 DN8317'HILL DRIVE), HIGHBURY BOULEVARD AND U.S. HIGHWAY 41 (BROAD STREET)
 DN8317'ABOUT 3.0 MI (4.8 KM) NORTHEAST OF MASARYKTOWN, GO SOUTH ON U.S.
 DN8317'HIGHWAY 41 (BROAD STREET) FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF A
 DN8317'FRONTAGE ROAD ON THE RIGHT.  TURN RIGHT ON THE FRONTAGE ROAD AND GO
 DN8317'WEST AND SOUTHWEST FOR ABOUT 200.0 FT (61.0 M) TO THE SOUTHWEST
 DN8317'FLORIDA WATER MANAGEMENT DISTRICT (SWFWMD) OFFICE COMPLEX NORTH
 DN8317'PARKING LOT ENTRANCE.  TURN RIGHT ON THE ENTRANCE DRIVE AND GO WEST
 DN8317'FOR 0.05 MI (0.1 KM) ENTERING THE NORTH PARKING LOT, NOW BY WALKING TO
 DN8317'THE SOUTHWEST CORNER OF BUILDING NUMBER 2 TO A CONCRETE MECHANICAL
 DN8317'SLAB PARTIALLY SURROUNDED BY A MASONRY WALL, A WELL SITE AND THE MARK,
 DN8317'SET FLUSH IN THE TOP OF A CONCRETE SLAB AND LEVEL WITH THE PARKING
 DN8317'LOT.
 DN8317'
 DN8317'LOCATED 51.1 FT (15.6 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DN8317'OF A PARKING LOT DRIVEWAY, 33.4 FT (10.2 M) SOUTH-SOUTHWEST OF THE
 DN8317'SOUTHWEST BRICK WALL OF BUILDING NUMBER 2, 16.8 FT (5.1 M)
 DN8317'NORTH-NORTHEAST OF THE NORTH EDGE OF A CONCRETE SIDEWALK, 3.6 FT (1.1
 DN8317'M) WEST-SOUTHWEST OF A WELL HEAD AND 0.7 FT (21 CM) EAST-SOUTHEAST OF
 DN8317'A MASONRY KNEE WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5927 ***********************************************************************
 DN5927  DESIGNATION -  20889 A
 DN5927  PID         -  DN5927
 DN5927  STATE/COUNTY-  FL/HERNANDO
 DN5927  COUNTRY     -  US
 DN5927  USGS QUAD   -  BAYPORT (2018)
 DN5927
 DN5927                         *CURRENT SURVEY CONTROL
 DN5927  ______________________________________________________________________
 DN5927* NAD 83(1986) POSITION- 28 31 10.9    (N) 082 37 58.3    (W)   HD_HELD2
 DN5927* NAVD 88 ORTHO HEIGHT -     2.213 (meters)        7.26  (feet) ADJUSTED
 DN5927  ______________________________________________________________________
 DN5927  GEOID HEIGHT    -        -26.370 (meters)                     GEOID18
 DN5927  DYNAMIC HEIGHT  -          2.210 (meters)        7.25  (feet) COMP
 DN5927  MODELED GRAVITY -    979,206.4   (mgal)                       NAVD 88
 DN5927
 DN5927  VERT ORDER      -  FIRST     CLASS II
 DN5927
 DN5927.The horizontal coordinates were established by autonomous hand held GPS
 DN5927.observations and have an estimated accuracy of +/- 10 meters.
 DN5927
 DN5927.The orthometric height was determined by differential leveling and
 DN5927.adjusted by the NATIONAL GEODETIC SURVEY
 DN5927.in June 2012.
 DN5927
 DN5927.No vertical observational check was made to the station.
 DN5927
 DN5927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5927.GEOID18 height accuracy estimate available here.
 DN5927
 DN5927.Click photographs - Photos may exist for this station.
 DN5927
 DN5927.The dynamic height is computed by dividing the NAVD 88
 DN5927.geopotential number by the normal gravity value computed on the
 DN5927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5927.degrees latitude (g = 980.6199 gals.).
 DN5927
 DN5927.The modeled gravity was interpolated from observed gravity values.
 DN5927
 DN5927;                    North         East    Units  Estimated Accuracy
 DN5927;SPC FL W     -   463,963.      138,055.      MT  (+/- 10 meters HH2 GPS)
 DN5927
 DN5927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4021755861(NAD 83)
 DN5927
 DN5927                          SUPERSEDED SURVEY CONTROL
 DN5927
 DN5927.No superseded survey control is available for this station.
 DN5927
 DN5927_MARKER: DD = SURVEY DISK
 DN5927_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5927_STAMPING: 20889 A 2011
 DN5927_MARK LOGO: SWFWMD
 DN5927_PROJECTION: FLUSH
 DN5927_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5927_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5927+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2011
 DN5927_ROD/PIPE-DEPTH: 4.8 meters
 DN5927
 DN5927  HISTORY     - Date     Condition        Report By
 DN5927  HISTORY     - 20110121 MONUMENTED       FLDEP
 DN5927
 DN5927                          STATION DESCRIPTION
 DN5927
 DN5927'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5927'THE MARK IS ABOUT 6.3 MI (10.1 KM) NORTH-NORTHEAST OF ARIPEKA, 3.6 MI
 DN5927'(5.8 KM) WEST OF WEEKI WACHEE, 1.9 MI (3.1 KM) SOUTH-SOUTHEAST OF
 DN5927'BAYPORT, IN SECTION 5, TOWNSHIP 23 SOUTH, RANGE 17 EAST.
 DN5927'
 DN5927'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 550 (CORTEZ
 DN5927'BOULEVARD) AND COUNTY ROAD 597 (SHOAL LINE BOULEVARD) ABOUT 1.6 MI
 DN5927'(2.6 KM) EAST OF BAYPORT, GO SOUTHWEST ON COUNTY ROAD 597 (SHOAL LINE
 DN5927'BOULEVARD) FOR 2.6 MI (4.2 KM) TO THE JUNCTION OF LENTINI LANE (LINDA
 DN5927'PEDERSEN PARK) ON THE LEFT.  TURN LEFT ON LENTINI LANE (LINDA PEDERSEN
 DN5927'PARK) AND GO EAST AND NORTH FOR 0.35 MI (0.6 KM) TO A PICNIC SHELTER
 DN5927'AREA AND A DIRT ROAD WITH A LOCKED CABLE ON THE RIGHT.  CONTINUE EAST
 DN5927'ON THE DIRT ROAD THROUGH THE GATE FOR 0.2 MI (0.3 KM) TO A WELL SITE
 DN5927'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DN5927'DEPTH OF 15.6 FT (4.8 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN
 DN5927'A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE
 DN5927'DIRT ROAD.
 DN5927'
 DN5927'LOCATED 93.0 FT (28.3 M) SOUTHWEST OF WELL HEAD 20890, 74.9 FT (22.8
 DN5927'M) SOUTH-SOUTHWEST OF SURVEY MARK 20889 B, 37.0 FT (11.3 M) SOUTH OF
 DN5927'WELL HEAD 20891, 22.1 FT (6.7 M) SOUTHEAST OF THE APPROXIMATE
 DN5927'CENTERLINE OF A DIRT ROAD AND 1.7 FT (0.5 M) NORTHWEST OF A CARSONITE
 DN5927'WITNESS POST.
 DN5927'
 DN5927'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN5927'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN5927'
 DN5927'NOTE A KEY CAN BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT
 DN5927'DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5928 ***********************************************************************
 DN5928  DESIGNATION -  20889 B
 DN5928  PID         -  DN5928
 DN5928  STATE/COUNTY-  FL/HERNANDO
 DN5928  COUNTRY     -  US
 DN5928  USGS QUAD   -  BAYPORT (2018)
 DN5928
 DN5928                         *CURRENT SURVEY CONTROL
 DN5928  ______________________________________________________________________
 DN5928* NAD 83(1986) POSITION- 28 31 12.0    (N) 082 37 57.9    (W)   HD_HELD2
 DN5928* NAVD 88 ORTHO HEIGHT -     2.199 (meters)        7.21  (feet) ADJUSTED
 DN5928  ______________________________________________________________________
 DN5928  GEOID HEIGHT    -        -26.371 (meters)                     GEOID18
 DN5928  DYNAMIC HEIGHT  -          2.196 (meters)        7.20  (feet) COMP
 DN5928  MODELED GRAVITY -    979,206.5   (mgal)                       NAVD 88
 DN5928
 DN5928  VERT ORDER      -  FIRST     CLASS II
 DN5928
 DN5928.The horizontal coordinates were established by autonomous hand held GPS
 DN5928.observations and have an estimated accuracy of +/- 10 meters.
 DN5928
 DN5928.The orthometric height was determined by differential leveling and
 DN5928.adjusted by the NATIONAL GEODETIC SURVEY
 DN5928.in June 2012.
 DN5928
 DN5928.No vertical observational check was made to the station.
 DN5928
 DN5928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5928.GEOID18 height accuracy estimate available here.
 DN5928
 DN5928.Click photographs - Photos may exist for this station.
 DN5928
 DN5928.The dynamic height is computed by dividing the NAVD 88
 DN5928.geopotential number by the normal gravity value computed on the
 DN5928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5928.degrees latitude (g = 980.6199 gals.).
 DN5928
 DN5928.The modeled gravity was interpolated from observed gravity values.
 DN5928
 DN5928;                    North         East    Units  Estimated Accuracy
 DN5928;SPC FL W     -   463,997.      138,066.      MT  (+/- 10 meters HH2 GPS)
 DN5928
 DN5928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4022955894(NAD 83)
 DN5928
 DN5928                          SUPERSEDED SURVEY CONTROL
 DN5928
 DN5928.No superseded survey control is available for this station.
 DN5928
 DN5928_MARKER: DD = SURVEY DISK
 DN5928_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5928_STAMPING: 20889 B 2011
 DN5928_MARK LOGO: SWFWMD
 DN5928_PROJECTION: FLUSH
 DN5928_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN5928+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2011
 DN5928_ROD/PIPE-DEPTH: 6.2 meters
 DN5928
 DN5928  HISTORY     - Date     Condition        Report By
 DN5928  HISTORY     - 20110121 MONUMENTED       FLDEP
 DN5928
 DN5928                          STATION DESCRIPTION
 DN5928
 DN5928'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5928'THE MARK IS ABOUT 6.3 MI (10.2 KM) NORTH-NORTHEAST OF ARIPEKA, 3.6 MI
 DN5928'(5.9 KM) WEST OF WEEKI WACHEE, 1.9 MI (3.0 KM) SOUTH-SOUTHEAST OF
 DN5928'BAYPORT, IN SECTION 5, TOWNSHIP 23 SOUTH, RANGE 17 EAST.
 DN5928'
 DN5928'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 550 (CORTEZ
 DN5928'BOULEVARD) AND COUNTY ROAD 597 (SHOAL LINE BOULEVARD) ABOUT 1.6 MI
 DN5928'(2.6 KM) EAST OF BAYPORT, GO SOUTHWEST ON COUNTY ROAD 597 (SHOAL LINE
 DN5928'BOULEVARD) FOR 2.6 MI (4.2 KM) TO THE JUNCTION OF LENTINI LANE (LINDA
 DN5928'PEDERSEN PARK) ON THE LEFT, TURN LEFT ON LENTINI LANE (LINDA PEDERSEN
 DN5928'PARK) AND GO EAST AND NORTH FOR 0.35 MI (0.6 KM) TO A PICNIC SHELTER
 DN5928'AREA AND A DIRT ROAD WITH A LOCKED CABLE ON THE RIGHT, CONTINUE EAST
 DN5928'ON THE DIRT ROAD THROUGH THE GATE FOR 0.2 MI (0.3 KM) TO A WELL SITE
 DN5928'AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DN5928'OF 20.3 FT (6.2 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A
 DN5928'4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT
 DN5928'ROAD.
 DN5928'
 DN5928'LOCATED 74.9 FT (22.8 M) NORTH-NORTHEAST OF SURVEY MARK 20889 A, 37.3
 DN5928'FT (11.4 M) WEST OF WELL HEAD 20890, 34.7 FT (10.6 M) NORTH OF WELL
 DN5928'HEAD 20889, 22.0 FT (6.7 M) WEST-NORTHWEST OF THE APPROXIMATE
 DN5928'CENTERLINE OF A DIRT ROAD AND 4.2 FT (1.3 M) SOUTH-SOUTHWEST OF A
 DN5928'CARSONITE WITNESS POST.
 DN5928'
 DN5928'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN5928'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN5928'
 DN5928'NOTE A KEY CAN BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT
 DN5928'DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5950 ***********************************************************************
 DN5950  DESIGNATION -  20893 A
 DN5950  PID         -  DN5950
 DN5950  STATE/COUNTY-  FL/HERNANDO
 DN5950  COUNTRY     -  US
 DN5950  USGS QUAD   -  WEEKI WACHEE SPRING (2018)
 DN5950
 DN5950                         *CURRENT SURVEY CONTROL
 DN5950  ______________________________________________________________________
 DN5950* NAD 83(1986) POSITION- 28 31 03.2    (N) 082 36 02.1    (W)   HD_HELD2
 DN5950* NAVD 88 ORTHO HEIGHT -     4.833 (meters)       15.86  (feet) ADJUSTED
 DN5950  ______________________________________________________________________
 DN5950  GEOID HEIGHT    -        -26.385 (meters)                     GEOID18
 DN5950  DYNAMIC HEIGHT  -          4.826 (meters)       15.83  (feet) COMP
 DN5950  MODELED GRAVITY -    979,205.7   (mgal)                       NAVD 88
 DN5950
 DN5950  VERT ORDER      -  FIRST     CLASS II
 DN5950
 DN5950.The horizontal coordinates were established by autonomous hand held GPS
 DN5950.observations and have an estimated accuracy of +/- 10 meters.
 DN5950
 DN5950.The orthometric height was determined by differential leveling and
 DN5950.adjusted by the NATIONAL GEODETIC SURVEY
 DN5950.in June 2012.
 DN5950
 DN5950.No vertical observational check was made to the station.
 DN5950
 DN5950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5950.GEOID18 height accuracy estimate available here.
 DN5950
 DN5950.Click photographs - Photos may exist for this station.
 DN5950
 DN5950.The dynamic height is computed by dividing the NAVD 88
 DN5950.geopotential number by the normal gravity value computed on the
 DN5950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5950.degrees latitude (g = 980.6199 gals.).
 DN5950
 DN5950.The modeled gravity was interpolated from observed gravity values.
 DN5950
 DN5950;                    North         East    Units  Estimated Accuracy
 DN5950;SPC FL W     -   463,710.      141,213.      MT  (+/- 10 meters HH2 GPS)
 DN5950
 DN5950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4337355581(NAD 83)
 DN5950
 DN5950                          SUPERSEDED SURVEY CONTROL
 DN5950
 DN5950.No superseded survey control is available for this station.
 DN5950
 DN5950_MARKER: DD = SURVEY DISK
 DN5950_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5950_STAMPING: 20893 A 2011
 DN5950_MARK LOGO: SWFWMD
 DN5950_PROJECTION: FLUSH
 DN5950_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5950+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2011
 DN5950_ROD/PIPE-DEPTH: 10.5 meters
 DN5950
 DN5950  HISTORY     - Date     Condition        Report By
 DN5950  HISTORY     - 20110122 MONUMENTED       FLDEP
 DN5950
 DN5950                          STATION DESCRIPTION
 DN5950
 DN5950'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5950'THE MARK IS ABOUT 7.1 MI (11.4 KM) NORTH-NORTHEAST OF ARIPEKA, 3.2 MI
 DN5950'(5.1 KM) SOUTHEAST OF BAYPORT, 1.7 MI (2.7 KM) WEST OF WEEKI WACHEE,
 DN5950'IN SECTION 4, TOWNSHIP 23 SOUTH, RANGE 17 EAST.
 DN5950'
 DN5950'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE
 DN5950'ROAD 50 (CORTEZ BOULEVARD) IN WEEKI WACHEE, GO SOUTHWEST ON U.S.
 DN5950'HIGHWAY 19 FOR 1.05 MI (1.7 KM) TO THE JUNCTION OF RIVER COUNTRY DRIVE
 DN5950'ON THE RIGHT, TURN RIGHT ON RIVER COUNTRY DRIVE AND GO NORTHWEST FOR
 DN5950'1.1 MI (1.8 KM) TO THE T-JUNCTION OF SUWANNEE ROAD ON THE LEFT AND
 DN5950'RIVER COUNTRY DRIVE ON THE RIGHT, TURN RIGHT ON RIVER COUNTRY DRIVE
 DN5950'AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF WATERS WAY AND
 DN5950'RIVER RUN BOULEVARD ON THE LEFT, TURN LEFT ON RIVER RUN BOULEVARD AND
 DN5950'GO WEST FOR 0.05 MI (0.1 KM) TO A 90-DEGREE RIGHT TURN AND THE WELL
 DN5950'SITE ON THE LEFT AND THE MARK ON THE LEFT, BEHIND A LOCKED GATE, AN
 DN5950'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 34.6 FT (10.5 M) WITH AN
 DN5950'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DN5950'WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE RIVER
 DN5950'RUN BOULEVARD ROUND-ABOUT.
 DN5950'
 DN5950'LOCATED 73.1 FT (22.3 M) WEST OF THE WEST EDGE OF THE PAVEMENT OF THE
 DN5950'RIVER RUN BOULEVARD ROUND-ABOUT, 60.8 FT (18.5 M) WEST-NORTHWEST OF
 DN5950'THE APPROXIMATE CENTER OF THE METAL GATE, 42.7 FT (13.0 M) SOUTH OF
 DN5950'SURVEY MARK 20893 B, 10.5 FT (3.2 M) WEST-NORTHWEST OF THE
 DN5950'SOUTHERNMOST OF 2 WELL HEADS AND 1.3 FT (0.4 M) NORTH-NORTHEAST OF A
 DN5950'CARSONITE WITNESS POST.
 DN5950'
 DN5950'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN5950'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5951 ***********************************************************************
 DN5951  DESIGNATION -  20893 B
 DN5951  PID         -  DN5951
 DN5951  STATE/COUNTY-  FL/HERNANDO
 DN5951  COUNTRY     -  US
 DN5951  USGS QUAD   -  WEEKI WACHEE SPRING (2018)
 DN5951
 DN5951                         *CURRENT SURVEY CONTROL
 DN5951  ______________________________________________________________________
 DN5951* NAD 83(1986) POSITION- 28 31 04.0    (N) 082 36 02.3    (W)   HD_HELD2
 DN5951* NAVD 88 ORTHO HEIGHT -     4.735 (meters)       15.53  (feet) ADJUSTED
 DN5951  ______________________________________________________________________
 DN5951  GEOID HEIGHT    -        -26.385 (meters)                     GEOID18
 DN5951  DYNAMIC HEIGHT  -          4.728 (meters)       15.51  (feet) COMP
 DN5951  MODELED GRAVITY -    979,205.7   (mgal)                       NAVD 88
 DN5951
 DN5951  VERT ORDER      -  FIRST     CLASS II
 DN5951
 DN5951.The horizontal coordinates were established by autonomous hand held GPS
 DN5951.observations and have an estimated accuracy of +/- 10 meters.
 DN5951
 DN5951.The orthometric height was determined by differential leveling and
 DN5951.adjusted by the NATIONAL GEODETIC SURVEY
 DN5951.in June 2012.
 DN5951
 DN5951.No vertical observational check was made to the station.
 DN5951
 DN5951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5951.GEOID18 height accuracy estimate available here.
 DN5951
 DN5951.Click photographs - Photos may exist for this station.
 DN5951
 DN5951.The dynamic height is computed by dividing the NAVD 88
 DN5951.geopotential number by the normal gravity value computed on the
 DN5951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5951.degrees latitude (g = 980.6199 gals.).
 DN5951
 DN5951.The modeled gravity was interpolated from observed gravity values.
 DN5951
 DN5951;                    North         East    Units  Estimated Accuracy
 DN5951;SPC FL W     -   463,735.      141,208.      MT  (+/- 10 meters HH2 GPS)
 DN5951
 DN5951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4336855606(NAD 83)
 DN5951
 DN5951                          SUPERSEDED SURVEY CONTROL
 DN5951
 DN5951.No superseded survey control is available for this station.
 DN5951
 DN5951_MARKER: DD = SURVEY DISK
 DN5951_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5951_STAMPING: 20893 B 2011
 DN5951_MARK LOGO: SWFWMD
 DN5951_PROJECTION: FLUSH
 DN5951_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5951+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2011
 DN5951_ROD/PIPE-DEPTH: 13.8 meters
 DN5951
 DN5951  HISTORY     - Date     Condition        Report By
 DN5951  HISTORY     - 20110122 MONUMENTED       FLDEP
 DN5951
 DN5951                          STATION DESCRIPTION
 DN5951
 DN5951'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5951'THE MARK IS ABOUT 7.1 MI (11.4 KM) NORTH-NORTHEAST OF ARIPEKA, 3.2 MI
 DN5951'(5.1 KM) SOUTHEAST OF BAYPORT, 1.7 MI (2.7 KM) WEST OF WEEKI WACHEE,
 DN5951'IN SECTION 4, TOWNSHIP 23 SOUTH, RANGE 17 EAST.
 DN5951'
 DN5951'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE
 DN5951'ROAD 50 (CORTEZ BOULEVARD) IN WEEKI WACHEE, GO SOUTHWEST ON U.S.
 DN5951'HIGHWAY 19 FOR 1.05 MI (1.7 KM) TO THE JUNCTION OF RIVER COUNTRY DRIVE
 DN5951'ON THE RIGHT, TURN RIGHT ON RIVER COUNTRY DRIVE AND GO NORTHWEST FOR
 DN5951'1.1 MI (1.8 KM) TO THE T-JUNCTION OF SUWANNEE ROAD ON THE LEFT AND
 DN5951'RIVER COUNTRY DRIVE ON THE RIGHT, TURN RIGHT ON RIVER COUNTRY DRIVE
 DN5951'AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF WATERS WAY AND
 DN5951'RIVER RUN BOULEVARD ON THE LEFT, TURN LEFT ON RIVER RUN BOULEVARD AND
 DN5951'GO WEST FOR 0.05 MI (0.1 KM) TO A 90-DEGREE RIGHT TURN AND THE WELL
 DN5951'SITE ON THE LEFT AND THE MARK ON THE LEFT, BEHIND A LOCKED GATE, AN
 DN5951'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 45.3 FT (13.8 M) WITH AN
 DN5951'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DN5951'WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE RIVER
 DN5951'RUN BOULEVARD ROUND-ABOUT.
 DN5951'
 DN5951'LOCATED 82.8 FT (25.2 M) NORTHWEST OF THE APPROXIMATE CENTER OF THE
 DN5951'METAL GATE, 68.6 FT (20.9 M) WEST-NORTHWEST OF THE WESTERNMOST
 DN5951'CONCRETE SIGN POST, 42.7 FT (13.0 M) NORTH OF SURVEY MARK 20893 A,
 DN5951'15.0 FT (4.6 M) NORTH OF THE NORTHERNMOST OF 2 WELL HEADS AND 1.6 FT
 DN5951'(0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DN5951'
 DN5951'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN5951'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0166 ***********************************************************************
 AG0166  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0166  DESIGNATION -  209 2 RESET
 AG0166  PID         -  AG0166
 AG0166  STATE/COUNTY-  FL/PINELLAS
 AG0166  COUNTRY     -  US
 AG0166  USGS QUAD   -  SEMINOLE (2018)
 AG0166
 AG0166                         *CURRENT SURVEY CONTROL
 AG0166  ______________________________________________________________________
 AG0166* NAD 83(1986) POSITION- 27 48 28.17   (N) 082 47 39.21   (W)   HD_HELD1
 AG0166* NAVD 88 ORTHO HEIGHT -     5.921 (meters)       19.43  (feet) ADJUSTED
 AG0166  ______________________________________________________________________
 AG0166  GEOID HEIGHT    -        -24.361 (meters)                     GEOID18
 AG0166  DYNAMIC HEIGHT  -          5.913 (meters)       19.40  (feet) COMP
 AG0166  MODELED GRAVITY -    979,180.1   (mgal)                       NAVD 88
 AG0166
 AG0166  VERT ORDER      -  SECOND    CLASS I
 AG0166
 AG0166.The horizontal coordinates were determined by differentially corrected
 AG0166.hand held GPS observations or other comparable positioning techniques
 AG0166.and have an estimated accuracy of +/- 3 meters.
 AG0166
 AG0166.The orthometric height was determined by differential leveling and
 AG0166.adjusted by the NATIONAL GEODETIC SURVEY
 AG0166.in June 1991.
 AG0166
 AG0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0166.GEOID18 height accuracy estimate available here.
 AG0166
 AG0166.This Tidal Bench Mark is designated as VM 6580
 AG0166.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0166
 AG0166.Click photographs - Photos may exist for this station.
 AG0166
 AG0166.The dynamic height is computed by dividing the NAVD 88
 AG0166.geopotential number by the normal gravity value computed on the
 AG0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0166.degrees latitude (g = 980.6199 gals.).
 AG0166
 AG0166.The modeled gravity was interpolated from observed gravity values.
 AG0166
 AG0166;                    North         East    Units  Estimated Accuracy
 AG0166;SPC FL W     -   385,166.8     121,743.6     MT  (+/- 3 meters HH1 GPS) 
 AG0166
 AG0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2325877205(NAD 83)
 AG0166
 AG0166                          SUPERSEDED SURVEY CONTROL
 AG0166
 AG0166  NGVD 29 (??/??/92)    6.189  (m)           20.31   (f) ADJ UNCH    2 1
 AG0166
 AG0166.Superseded values are not recommended for survey control.
 AG0166
 AG0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0166.See file dsdata.pdf to determine how the superseded data were derived.
 AG0166
 AG0166_MARKER: DD = SURVEY DISK
 AG0166_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0166_SP_SET: GUARDRAIL
 AG0166_STAMPING: 209 NO II RESET 1975
 AG0166_MARK LOGO: FLSRD
 AG0166_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0166+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2017
 AG0166
 AG0166  HISTORY     - Date     Condition        Report By
 AG0166  HISTORY     - 1975     MONUMENTED       FLHD
 AG0166  HISTORY     - 1976     GOOD             FLDT
 AG0166  HISTORY     - 1977     GOOD             FL-103
 AG0166  HISTORY     - 1982     GOOD             FLDNR
 AG0166  HISTORY     - 19900404 GOOD             FLDNR
 AG0166  HISTORY     - 20080924 GOOD             PINCPW
 AG0166  HISTORY     - 20090930 GOOD             FLDEP
 AG0166  HISTORY     - 20170420 GOOD             NGS
 AG0166
 AG0166                          STATION DESCRIPTION
 AG0166
 AG0166'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0166'AT MADIERA BEACH.
 AG0166'TO REACH THE STATION FROM THE JUNCTION OF GULF BLVD. (S.R. 699)
 AG0166'AND WELCH CAUSEWAY (S.R. 699).  RUN EASTERLY ON WELCH CAUSEWAY
 AG0166'FOR 0.65 MILE TO THE NE CORNER OF BASCULE BRIDGE.  STATION ON
 AG0166'LEFT.  SET IN TOP OF THE CONCRETE HANDRAIL.  SECTION 3, T31S,
 AG0166'R15E.
 AG0166
 AG0166                          STATION RECOVERY (1977)
 AG0166
 AG0166'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0166'RECOVERED IN GOOD CONDITION.
 AG0166
 AG0166                          STATION RECOVERY (1982)
 AG0166
 AG0166'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0166'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG0166'0.65 MILE EAST ALONG WELCH CAUSEWAY FROM THE JUNCTION OF GULF BLVD.
 AG0166'(S.R. 699) IN MADEIRA BEACH, AT THE NORTHEAST CORNER OF BASCULE
 AG0166'BRIDGE, STATION ON THE LEFT, AND SET IN THE TOP OF THE CONCRETE BRIDGE
 AG0166'GUARDRAIL.  NOTE -- SINCE THE LAST RECOVERY THE DISK HAS HAD ITS
 AG0166'STAMPING ADDED TO.  NOW STAMPED 209 NO 2 RESET 1975.
 AG0166
 AG0166                          STATION RECOVERY (1990)
 AG0166
 AG0166'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG0166'RECOVERED IN GOOD CONDITION.
 AG0166
 AG0166                          STATION RECOVERY (2008)
 AG0166
 AG0166'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0166'RECOVERED IN GOOD CONDITION.
 AG0166
 AG0166                          STATION RECOVERY (2009)
 AG0166
 AG0166'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG0166'RECOVERED AS DESCRIBED.
 AG0166
 AG0166                          STATION RECOVERY (2017)
 AG0166
 AG0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG0166'RECOVERED AS DESCRIBED, MARK IS ON A LEDGE WITH A SIGN NEXT TO IT AND
 AG0166'IS IMPOSSIBLE TO SET A TRIPOD IN THAT LOCATION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5947 ***********************************************************************
 DN5947  DESIGNATION -  20922 A
 DN5947  PID         -  DN5947
 DN5947  STATE/COUNTY-  FL/HERNANDO
 DN5947  COUNTRY     -  US
 DN5947  USGS QUAD   -  WEEKI WACHEE SPRING (2018)
 DN5947
 DN5947                         *CURRENT SURVEY CONTROL
 DN5947  ______________________________________________________________________
 DN5947* NAD 83(1986) POSITION- 28 30 40.8    (N) 082 34 40.5    (W)   HD_HELD2
 DN5947* NAVD 88 ORTHO HEIGHT -    13.784 (meters)       45.22  (feet) ADJUSTED
 DN5947  ______________________________________________________________________
 DN5947  GEOID HEIGHT    -        -26.383 (meters)                     GEOID18
 DN5947  DYNAMIC HEIGHT  -         13.764 (meters)       45.16  (feet) COMP
 DN5947  MODELED GRAVITY -    979,204.6   (mgal)                       NAVD 88
 DN5947
 DN5947  VERT ORDER      -  FIRST     CLASS II
 DN5947
 DN5947.The horizontal coordinates were established by autonomous hand held GPS
 DN5947.observations and have an estimated accuracy of +/- 10 meters.
 DN5947
 DN5947.The orthometric height was determined by differential leveling and
 DN5947.adjusted by the NATIONAL GEODETIC SURVEY
 DN5947.in June 2012.
 DN5947
 DN5947.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5947.GEOID18 height accuracy estimate available here.
 DN5947
 DN5947.Click photographs - Photos may exist for this station.
 DN5947
 DN5947.The dynamic height is computed by dividing the NAVD 88
 DN5947.geopotential number by the normal gravity value computed on the
 DN5947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5947.degrees latitude (g = 980.6199 gals.).
 DN5947
 DN5947.The modeled gravity was interpolated from observed gravity values.
 DN5947
 DN5947;                    North         East    Units  Estimated Accuracy
 DN5947;SPC FL W     -   463,010.      143,428.      MT  (+/- 10 meters HH2 GPS)
 DN5947
 DN5947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4558354862(NAD 83)
 DN5947
 DN5947                          SUPERSEDED SURVEY CONTROL
 DN5947
 DN5947.No superseded survey control is available for this station.
 DN5947
 DN5947_MARKER: DD = SURVEY DISK
 DN5947_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5947_STAMPING: 20922 A 2011
 DN5947_MARK LOGO: SWFWMD
 DN5947_PROJECTION: FLUSH
 DN5947_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5947_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5947+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2011
 DN5947_ROD/PIPE-DEPTH: 4.8 meters
 DN5947
 DN5947  HISTORY     - Date     Condition        Report By
 DN5947  HISTORY     - 20110122 MONUMENTED       FLDEP
 DN5947
 DN5947                          STATION DESCRIPTION
 DN5947
 DN5947'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5947'THE MARK IS ABOUT 7.6 MI (12.2 KM) NORTHEAST OF ARIPEKA, 4.6 MI (7.4
 DN5947'KM) EAST-SOUTHEAST OF BAYPORT, 0.4 MI (0.6 KM) SOUTHWEST OF WEEKI
 DN5947'WACHEE, IN SECTION 2, TOWNSHIP 23 SOUTH, RANGE 17 EAST.
 DN5947'
 DN5947'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE
 DN5947'ROAD 50 (CORTEZ BOULEVARD) IN WEEKI WACHEE, GO SOUTHWEST ON U.S.
 DN5947'HIGHWAY 19 FOR 0.65 MI (1.0 KM) TO A WELL SITE ACROSS THE DIVIDED
 DN5947'HIGHWAY ON THE LEFT AND THE MARK ON THE LEFT, BEHIND A LOCKED GATE, AN
 DN5947'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 15.8 FT (4.8 M) WITH AN
 DN5947'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DN5947'WITH THE GROUND AND ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF U.S.
 DN5947'HIGHWAY 19 NORTHBOUND LANES.
 DN5947'
 DN5947'LOCATED 116.1 FT (35.4 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DN5947'U.S. HIGHWAY 19 NORTHBOUND LANES, 33.7 FT (10.3 M) SOUTHEAST OF THE
 DN5947'BARB WIRE FENCE, 17.7 FT (5.4 M) WEST OF SURVEY MARK 20922 B, 12.6 FT
 DN5947'(3.8 M) WEST-SOUTHWEST OF WELL HEAD 20922 AND 1.8 FT (0.5 M) NORTH OF
 DN5947'A CARSONITE WITNESS POST.
 DN5947'
 DN5947'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN5947'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5948 ***********************************************************************
 DN5948  DESIGNATION -  20922 B
 DN5948  PID         -  DN5948
 DN5948  STATE/COUNTY-  FL/HERNANDO
 DN5948  COUNTRY     -  US
 DN5948  USGS QUAD   -  WEEKI WACHEE SPRING (2018)
 DN5948
 DN5948                         *CURRENT SURVEY CONTROL
 DN5948  ______________________________________________________________________
 DN5948* NAD 83(1986) POSITION- 28 30 40.8    (N) 082 34 40.3    (W)   HD_HELD2
 DN5948* NAVD 88 ORTHO HEIGHT -    13.963 (meters)       45.81  (feet) ADJUSTED
 DN5948  ______________________________________________________________________
 DN5948  GEOID HEIGHT    -        -26.383 (meters)                     GEOID18
 DN5948  DYNAMIC HEIGHT  -         13.943 (meters)       45.74  (feet) COMP
 DN5948  MODELED GRAVITY -    979,204.6   (mgal)                       NAVD 88
 DN5948
 DN5948  VERT ORDER      -  FIRST     CLASS II
 DN5948
 DN5948.The horizontal coordinates were established by autonomous hand held GPS
 DN5948.observations and have an estimated accuracy of +/- 10 meters.
 DN5948
 DN5948.The orthometric height was determined by differential leveling and
 DN5948.adjusted by the NATIONAL GEODETIC SURVEY
 DN5948.in June 2012.
 DN5948
 DN5948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5948.GEOID18 height accuracy estimate available here.
 DN5948
 DN5948.Click photographs - Photos may exist for this station.
 DN5948
 DN5948.The dynamic height is computed by dividing the NAVD 88
 DN5948.geopotential number by the normal gravity value computed on the
 DN5948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5948.degrees latitude (g = 980.6199 gals.).
 DN5948
 DN5948.The modeled gravity was interpolated from observed gravity values.
 DN5948
 DN5948;                    North         East    Units  Estimated Accuracy
 DN5948;SPC FL W     -   463,010.      143,434.      MT  (+/- 10 meters HH2 GPS)
 DN5948
 DN5948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4558854862(NAD 83)
 DN5948
 DN5948                          SUPERSEDED SURVEY CONTROL
 DN5948
 DN5948.No superseded survey control is available for this station.
 DN5948
 DN5948_MARKER: DD = SURVEY DISK
 DN5948_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5948_STAMPING: 20922 B 2011
 DN5948_MARK LOGO: SWFWMD
 DN5948_PROJECTION: FLUSH
 DN5948_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5948_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5948+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2011
 DN5948_ROD/PIPE-DEPTH: 13.3 meters
 DN5948
 DN5948  HISTORY     - Date     Condition        Report By
 DN5948  HISTORY     - 20110122 MONUMENTED       FLDEP
 DN5948
 DN5948                          STATION DESCRIPTION
 DN5948
 DN5948'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5948'THE MARK IS ABOUT 7.6 MI (12.2 KM) NORTHEAST OF ARIPEKA, 4.6 MI (7.4
 DN5948'KM) EAST-SOUTHEAST OF BAYPORT, 0.4 MI (0.6 KM) SOUTHWEST OF WEEKI
 DN5948'WACHEE, IN SECTION 2, TOWNSHIP 23 SOUTH, RANGE 17 EAST.
 DN5948'
 DN5948'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE
 DN5948'ROAD 50 (CORTEZ BOULEVARD) IN WEEKI WACHEE, GO SOUTHWEST ON U.S.
 DN5948'HIGHWAY 19 FOR 0.65 MI (1.0 KM) TO A WELL SITE ACROSS THE DIVIDED
 DN5948'HIGHWAY ON THE LEFT AND THE MARK ON THE LEFT, BEHIND A LOCKED GATE, AN
 DN5948'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 43.6 FT (13.3 M) WITH AN
 DN5948'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DN5948'WITH THE GROUND AND ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF U.S.
 DN5948'HIGHWAY 19 NORTHBOUND LANES.
 DN5948'
 DN5948'LOCATED 140.4 FT (42.8 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DN5948'U.S. HIGHWAY 19 NORTHBOUND LANES, 40.3 FT (12.3 M) SOUTHEAST OF THE
 DN5948'BARB WIRE FENCE, 17.7 FT (5.4 M) EAST OF SURVEY MARK 20922 A, 11.5 FT
 DN5948'(3.5 M) NORTH-NORTHEAST OF WELL HEAD 20922 AND 1.8 FT (0.5 M) WEST OF
 DN5948'A CARSONITE WITNESS POST.
 DN5948'
 DN5948'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN5948'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5946 ***********************************************************************
 DN5946  DESIGNATION -  20927 A
 DN5946  PID         -  DN5946
 DN5946  STATE/COUNTY-  FL/HERNANDO
 DN5946  COUNTRY     -  US
 DN5946  USGS QUAD   -  WEEKI WACHEE SPRING (2018)
 DN5946
 DN5946                         *CURRENT SURVEY CONTROL
 DN5946  ______________________________________________________________________
 DN5946* NAD 83(1986) POSITION- 28 31 03.0    (N) 082 34 17.8    (W)   HD_HELD2
 DN5946* NAVD 88 ORTHO HEIGHT -     7.081 (meters)       23.23  (feet) ADJUSTED
 DN5946  ______________________________________________________________________
 DN5946  GEOID HEIGHT    -        -26.405 (meters)                     GEOID18
 DN5946  DYNAMIC HEIGHT  -          7.071 (meters)       23.20  (feet) COMP
 DN5946  MODELED GRAVITY -    979,204.7   (mgal)                       NAVD 88
 DN5946
 DN5946  VERT ORDER      -  FIRST     CLASS II
 DN5946
 DN5946.The horizontal coordinates were established by autonomous hand held GPS
 DN5946.observations and have an estimated accuracy of +/- 10 meters.
 DN5946
 DN5946.The orthometric height was determined by differential leveling and
 DN5946.adjusted by the NATIONAL GEODETIC SURVEY
 DN5946.in June 2012.
 DN5946
 DN5946.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5946.GEOID18 height accuracy estimate available here.
 DN5946
 DN5946.Click photographs - Photos may exist for this station.
 DN5946
 DN5946.The dynamic height is computed by dividing the NAVD 88
 DN5946.geopotential number by the normal gravity value computed on the
 DN5946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5946.degrees latitude (g = 980.6199 gals.).
 DN5946
 DN5946.The modeled gravity was interpolated from observed gravity values.
 DN5946
 DN5946;                    North         East    Units  Estimated Accuracy
 DN5946;SPC FL W     -   463,690.      144,049.      MT  (+/- 10 meters HH2 GPS)
 DN5946
 DN5946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4620955537(NAD 83)
 DN5946
 DN5946                          SUPERSEDED SURVEY CONTROL
 DN5946
 DN5946.No superseded survey control is available for this station.
 DN5946
 DN5946_MARKER: DD = SURVEY DISK
 DN5946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN5946_STAMPING: 20927-A 2009
 DN5946_MARK LOGO: SWFWMD
 DN5946_PROJECTION: FLUSH
 DN5946_MAGNETIC: I = MARKER IS A STEEL ROD
 DN5946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN5946+STABILITY: SURFACE MOTION
 DN5946_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5946+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2011
 DN5946
 DN5946  HISTORY     - Date     Condition        Report By
 DN5946  HISTORY     - 20091230 MONUMENTED       SWFWMD
 DN5946  HISTORY     - 20110330 GOOD             FLDEP
 DN5946
 DN5946                          STATION DESCRIPTION
 DN5946
 DN5946'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5946'THE MARK IS ABOUT 8.2 MI (13.2 KM) NORTHEAST OF ARIPEKA, 4.7 MI (7.6
 DN5946'KM) EAST-SOUTHEAST OF BAYPORT, 0.2 MI (0.3 KM) NORTH-NORTHEAST OF
 DN5946'WEEKI WACHEE, IN SECTION 2, TOWNSHIP 23 SOUTH, RANGE 17 EAST.
 DN5946'
 DN5946'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE
 DN5946'ROAD 50 (CORTEZ BOULEVARD) IN WEEKI WACHEE, GO SOUTHWEST ON U.S.
 DN5946'HIGHWAY 19 FOR ABOUT 425.0 FT (129.5 M) TO THE CVS PHARMACY ENTRANCE
 DN5946'ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 DN5946'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH U.S. HIGHWAY 19
 DN5946'NORTHBOUND LANES.
 DN5946'
 DN5946'LOCATED 126.5 FT (38.6 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DN5946'U.S. HIGHWAY 19 NORTHBOUND LANES, 34.0 FT (10.4 M) SOUTHWEST OF THE
 DN5946'APPROXIMATE CENTERLINE OF THE ENTRANCE DRIVEWAY TO CVS PHARMACY, 30.0
 DN5946'FT (9.1 M) SOUTH-SOUTHEAST OF THE CVS SIGN POST AND 15.0 FT (4.6 M)
 DN5946'EAST OF A PVC WELL CASING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8157 ***********************************************************************
 DN8157  DESIGNATION -  20936 A
 DN8157  PID         -  DN8157
 DN8157  STATE/COUNTY-  FL/HERNANDO
 DN8157  COUNTRY     -  US
 DN8157  USGS QUAD   -  ARIPEKA (2018)
 DN8157
 DN8157                         *CURRENT SURVEY CONTROL
 DN8157  ______________________________________________________________________
 DN8157* NAD 83(1986) POSITION- 28 27 00.6    (N) 082 39 10.7    (W)   HD_HELD2
 DN8157* NAVD 88 ORTHO HEIGHT -     1.793 (meters)        5.88  (feet) ADJUSTED
 DN8157  ______________________________________________________________________
 DN8157  GEOID HEIGHT    -        -26.159 (meters)                     GEOID18
 DN8157  DYNAMIC HEIGHT  -          1.791 (meters)        5.88  (feet) COMP
 DN8157  MODELED GRAVITY -    979,203.1   (mgal)                       NAVD 88
 DN8157
 DN8157  VERT ORDER      -  FIRST     CLASS II
 DN8157
 DN8157.The horizontal coordinates were established by autonomous hand held GPS
 DN8157.observations and have an estimated accuracy of +/- 10 meters.
 DN8157
 DN8157.The orthometric height was determined by differential leveling and
 DN8157.adjusted by the NATIONAL GEODETIC SURVEY
 DN8157.in June 2012.
 DN8157
 DN8157.No vertical observational check was made to the station.
 DN8157
 DN8157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8157.GEOID18 height accuracy estimate available here.
 DN8157
 DN8157.Click photographs - Photos may exist for this station.
 DN8157
 DN8157.The dynamic height is computed by dividing the NAVD 88
 DN8157.geopotential number by the normal gravity value computed on the
 DN8157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8157.degrees latitude (g = 980.6199 gals.).
 DN8157
 DN8157.The modeled gravity was interpolated from observed gravity values.
 DN8157
 DN8157;                    North         East    Units  Estimated Accuracy
 DN8157;SPC FL W     -   456,269.      136,044.      MT  (+/- 10 meters HH2 GPS)
 DN8157
 DN8157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3814348183(NAD 83)
 DN8157
 DN8157                          SUPERSEDED SURVEY CONTROL
 DN8157
 DN8157.No superseded survey control is available for this station.
 DN8157
 DN8157_MARKER: DD = SURVEY DISK
 DN8157_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8157_STAMPING: 20936 A 2011
 DN8157_MARK LOGO: SWFWMD
 DN8157_PROJECTION: FLUSH
 DN8157_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8157+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DN8157_ROD/PIPE-DEPTH: 5.5 meters
 DN8157
 DN8157  HISTORY     - Date     Condition        Report By
 DN8157  HISTORY     - 20110205 MONUMENTED       FLDEP
 DN8157
 DN8157                          STATION DESCRIPTION
 DN8157
 DN8157'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8157'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF WEEKI WACHEE, 6.6 MI
 DN8157'(10.6 KM) SOUTH OF BAYPORT, 1.4 MI (2.3 KM) NORTH-NORTHEAST OF
 DN8157'ARIPEKA, IN SECTION 25, TOWNSHIP 23 SOUTH, RANGE 16 EAST.
 DN8157'
 DN8157'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN8157'WAY) AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN SPRING HILL, GO
 DN8157'NORTHEAST ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 1.95 MI (3.1 KM) TO
 DN8157'THE INTERSECTION OF OSOWAW BOULEVARD ON THE LEFT AND SPRING HILL DRIVE
 DN8157'(COUNTY ROAD 574) ON THE RIGHT.  TURN LEFT ON OSOWAW BOULEVARD AND GO
 DN8157'NORTHWEST FOR 0.25 MI (0.4 KM) TO A 4-WAY STOP AND THE JUNCTION OF
 DN8157'TARPON BOULEVARD ON THE RIGHT.  TURN LEFT ON OSOWAW BOULEVARD (COUNTY
 DN8157'ROAD 595) AND GO WEST FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF A
 DN8157'DRIVEWAY TO THE CHIEF ARIPEKA RV PARK ON THE LEFT.  TURN LEFT ON THE
 DN8157'ENTRANCE DRIVEWAY AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE SOUTH END OF
 DN8157'THE PROPERTY, A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DN8157'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 17.9 FT (5.5 M) WITH AN
 DN8157'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DN8157'WITH THE GROUND AND ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF THE DIRT
 DN8157'DRIVEWAY.
 DN8157'
 DN8157'LOCATED 36.5 FT (11.1 M) SOUTHEAST OF SURVEY MARK 20936 B, 16.3 FT
 DN8157'(5.0 M) SOUTHWEST OF WELL HEAD 20936, 7.8 FT (2.4 M) EAST OF A TWIN
 DN8157'CEDAR GROWING IN A V-SHAPE AND 1.4 FT (0.4 M) NORTH OF A CARSONITE
 DN8157'WITNESS POST.
 DN8157'
 DN8157'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8157'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8158 ***********************************************************************
 DN8158  DESIGNATION -  20936 B
 DN8158  PID         -  DN8158
 DN8158  STATE/COUNTY-  FL/HERNANDO
 DN8158  COUNTRY     -  US
 DN8158  USGS QUAD   -  ARIPEKA (2018)
 DN8158
 DN8158                         *CURRENT SURVEY CONTROL
 DN8158  ______________________________________________________________________
 DN8158* NAD 83(1986) POSITION- 28 27 00.8    (N) 082 39 11.4    (W)   HD_HELD2
 DN8158* NAVD 88 ORTHO HEIGHT -     1.720 (meters)        5.64  (feet) ADJUSTED
 DN8158  ______________________________________________________________________
 DN8158  GEOID HEIGHT    -        -26.159 (meters)                     GEOID18
 DN8158  DYNAMIC HEIGHT  -          1.717 (meters)        5.63  (feet) COMP
 DN8158  MODELED GRAVITY -    979,203.1   (mgal)                       NAVD 88
 DN8158
 DN8158  VERT ORDER      -  FIRST     CLASS II
 DN8158
 DN8158.The horizontal coordinates were established by autonomous hand held GPS
 DN8158.observations and have an estimated accuracy of +/- 10 meters.
 DN8158
 DN8158.The orthometric height was determined by differential leveling and
 DN8158.adjusted by the NATIONAL GEODETIC SURVEY
 DN8158.in June 2012.
 DN8158
 DN8158.No vertical observational check was made to the station.
 DN8158
 DN8158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8158.GEOID18 height accuracy estimate available here.
 DN8158
 DN8158.Click photographs - Photos may exist for this station.
 DN8158
 DN8158.The dynamic height is computed by dividing the NAVD 88
 DN8158.geopotential number by the normal gravity value computed on the
 DN8158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8158.degrees latitude (g = 980.6199 gals.).
 DN8158
 DN8158.The modeled gravity was interpolated from observed gravity values.
 DN8158
 DN8158;                    North         East    Units  Estimated Accuracy
 DN8158;SPC FL W     -   456,275.      136,025.      MT  (+/- 10 meters HH2 GPS)
 DN8158
 DN8158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3812448190(NAD 83)
 DN8158
 DN8158                          SUPERSEDED SURVEY CONTROL
 DN8158
 DN8158.No superseded survey control is available for this station.
 DN8158
 DN8158_MARKER: DD = SURVEY DISK
 DN8158_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8158_STAMPING: 20936 B 2011
 DN8158_MARK LOGO: SWFWMD
 DN8158_PROJECTION: FLUSH
 DN8158_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8158_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8158+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DN8158_ROD/PIPE-DEPTH: 5.4 meters
 DN8158
 DN8158  HISTORY     - Date     Condition        Report By
 DN8158  HISTORY     - 20110205 MONUMENTED       FLDEP
 DN8158
 DN8158                          STATION DESCRIPTION
 DN8158
 DN8158'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8158'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF WEEKI WACHEE, 6.6 MI
 DN8158'(10.6 KM) SOUTH OF BAYPORT, 1.4 MI (2.3 KM) NORTH-NORTHEAST OF
 DN8158'ARIPEKA, IN SECTION 25, TOWNSHIP 23 SOUTH, RANGE 16 EAST.
 DN8158'
 DN8158'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN8158'WAY) AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN SPRING HILL, GO
 DN8158'NORTHEAST ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 1.95 MI (3.1 KM) TO
 DN8158'THE INTERSECTION OF OSOWAW BOULEVARD ON THE LEFT AND SPRING HILL DRIVE
 DN8158'(COUNTY ROAD 574) ON THE RIGHT.  TURN LEFT ON OSOWAW BOULEVARD AND GO
 DN8158'NORTHWEST FOR 0.25 MI (0.4 KM) TO A 4-WAY STOP AND THE JUNCTION OF
 DN8158'TARPON BOULEVARD ON THE RIGHT.  TURN LEFT ON OSOWAW BOULEVARD (COUNTY
 DN8158'ROAD 595) AND GO WEST FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF A
 DN8158'DRIVEWAY TO THE CHIEF ARIPEKA RV PARK ON THE LEFT.  TURN LEFT ON THE
 DN8158'ENTRANCE DRIVEWAY AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE SOUTH END OF
 DN8158'THE PROPERTY, A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DN8158'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 17.6 FT (5.4 M) WITH AN
 DN8158'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DN8158'WITH THE GROUND AND ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF THE DIRT
 DN8158'DRIVEWAY.
 DN8158'
 DN8158'LOCATED 36.5 FT (11.1 M) NORTHWEST OF SURVEY MARK 20936 A, 20.4 FT
 DN8158'(6.2 M) NORTHWEST OF WELL HEAD 20936, 20.4 FT (6.2 M) WEST-SOUTHWEST
 DN8158'OF A PALM TREE AND 1.7 FT (0.5 M) EAST OF A CARSONITE WITNESS POST.
 DN8158'
 DN8158'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8158'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8159 ***********************************************************************
 DN8159  DESIGNATION -  20937 A
 DN8159  PID         -  DN8159
 DN8159  STATE/COUNTY-  FL/HERNANDO
 DN8159  COUNTRY     -  US
 DN8159  USGS QUAD   -  ARIPEKA (2018)
 DN8159
 DN8159                         *CURRENT SURVEY CONTROL
 DN8159  ______________________________________________________________________
 DN8159* NAD 83(1986) POSITION- 28 27 29.0    (N) 082 39 21.3    (W)   HD_HELD2
 DN8159* NAVD 88 ORTHO HEIGHT -     1.634 (meters)        5.36  (feet) ADJUSTED
 DN8159  ______________________________________________________________________
 DN8159  GEOID HEIGHT    -        -26.181 (meters)                     GEOID18
 DN8159  DYNAMIC HEIGHT  -          1.632 (meters)        5.35  (feet) COMP
 DN8159  MODELED GRAVITY -    979,203.7   (mgal)                       NAVD 88
 DN8159
 DN8159  VERT ORDER      -  FIRST     CLASS II
 DN8159
 DN8159.The horizontal coordinates were established by autonomous hand held GPS
 DN8159.observations and have an estimated accuracy of +/- 10 meters.
 DN8159
 DN8159.The orthometric height was determined by differential leveling and
 DN8159.adjusted by the NATIONAL GEODETIC SURVEY
 DN8159.in June 2012.
 DN8159
 DN8159.No vertical observational check was made to the station.
 DN8159
 DN8159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8159.GEOID18 height accuracy estimate available here.
 DN8159
 DN8159.Click photographs - Photos may exist for this station.
 DN8159
 DN8159.The dynamic height is computed by dividing the NAVD 88
 DN8159.geopotential number by the normal gravity value computed on the
 DN8159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8159.degrees latitude (g = 980.6199 gals.).
 DN8159
 DN8159.The modeled gravity was interpolated from observed gravity values.
 DN8159
 DN8159;                    North         East    Units  Estimated Accuracy
 DN8159;SPC FL W     -   457,144.      135,761.      MT  (+/- 10 meters HH2 GPS)
 DN8159
 DN8159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3786749061(NAD 83)
 DN8159
 DN8159                          SUPERSEDED SURVEY CONTROL
 DN8159
 DN8159.No superseded survey control is available for this station.
 DN8159
 DN8159_MARKER: DD = SURVEY DISK
 DN8159_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8159_STAMPING: 20937 A 2011
 DN8159_MARK LOGO: SWFWMD
 DN8159_PROJECTION: FLUSH
 DN8159_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8159+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2019
 DN8159_ROD/PIPE-DEPTH: 10.8 meters
 DN8159
 DN8159  HISTORY     - Date     Condition        Report By
 DN8159  HISTORY     - 20110205 MONUMENTED       FLDEP
 DN8159  HISTORY     - 20190227 GOOD             SWFWMD
 DN8159
 DN8159                          STATION DESCRIPTION
 DN8159
 DN8159'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8159'THE MARK IS ABOUT 6.4 MI (10.3 KM) SOUTHWEST OF WEEKI WACHEE, 6.1 MI
 DN8159'(9.8 KM) SOUTH OF BAYPORT, 1.9 MI (3.1 KM) NORTH-NORTHEAST OF ARIPEKA,
 DN8159'IN SECTION 25, TOWNSHIP 23 SOUTH, RANGE 16 EAST.
 DN8159'
 DN8159'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN8159'WAY) AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN SPRING HILL, GO
 DN8159'NORTHEAST ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 1.95 MI (3.1 KM) TO
 DN8159'THE INTERSECTION OF OSOWAW BOULEVARD ON THE LEFT AND SPRING HILL DRIVE
 DN8159'(COUNTY ROAD 574) ON THE RIGHT.  TURN LEFT ON OSOWAW BOULEVARD AND GO
 DN8159'NORTHWEST FOR 0.25 MI (0.4 KM) TO A 4-WAY STOP AND THE JUNCTION OF
 DN8159'TARPON BOULEVARD ON THE RIGHT.  TURN LEFT ON OSOWAW BOULEVARD (COUNTY
 DN8159'ROAD 595) AND GO WEST FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF SHOAL
 DN8159'LINE BOULEVARD (COUNTY ROAD 597) ON THE RIGHT.  TURN RIGHT ON SHOAL
 DN8159'LINE BOULEVARD (COUNTY ROAD 597) AND GO NORTH FOR 0.25 MI (0.4 KM) TO
 DN8159'THE JUNCTION OF A GATED ASPHALT ROAD ON THE LEFT.  TURN LEFT ON THE
 DN8159'ASPHALT ROAD, PASSING THROUGH THE GATE, GO WEST FOR 0.2 MI (0.3 KM) TO
 DN8159'A 90-DEGREE BEND.  TURN RIGHT AND GO NORTH ON THE ASPHALT ROAD FOR 0.1
 DN8159'MI (0.2 KM) TO THE JUNCTION ON ANOTHER ASPHALT ROAD ON THE LEFT.  TURN
 DN8159'LEFT ON THE ASPHALT ROAD AND GO WEST FOR 0.1 MI (0.2 KM) TO A DEAD END
 DN8159'CUL DE SAC, A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN
 DN8159'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 35.4 FT (10.8 M) WITH AN
 DN8159'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DN8159'WITH THE GROUND AND ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF THE
 DN8159'ASPHALT ROAD.
 DN8159'
 DN8159'LOCATED 63.0 FT (19.2 M) SOUTHWEST OF THE CENTER OF A MANHOLE COVER,
 DN8159'30.2 FT (9.2 M) EAST OF SURVEY MARK 20937 B, 28.5 FT (8.7 M) WEST OF A
 DN8159'24-INCH (61 CM) DIAMETER PALM TREE, 4.5 FT (1.4 M) EAST OF WELL HEAD
 DN8159'20937 AND 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DN8159'
 DN8159'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8159'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN8159
 DN8159                          STATION RECOVERY (2019)
 DN8159
 DN8159'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (CT)
 DN8159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8160 ***********************************************************************
 DN8160  DESIGNATION -  20937 B
 DN8160  PID         -  DN8160
 DN8160  STATE/COUNTY-  FL/HERNANDO
 DN8160  COUNTRY     -  US
 DN8160  USGS QUAD   -  ARIPEKA (2018)
 DN8160
 DN8160                         *CURRENT SURVEY CONTROL
 DN8160  ______________________________________________________________________
 DN8160* NAD 83(1986) POSITION- 28 27 28.8    (N) 082 39 21.6    (W)   HD_HELD2
 DN8160* NAVD 88 ORTHO HEIGHT -     1.573 (meters)        5.16  (feet) ADJUSTED
 DN8160  ______________________________________________________________________
 DN8160  GEOID HEIGHT    -        -26.181 (meters)                     GEOID18
 DN8160  DYNAMIC HEIGHT  -          1.571 (meters)        5.15  (feet) COMP
 DN8160  MODELED GRAVITY -    979,203.7   (mgal)                       NAVD 88
 DN8160
 DN8160  VERT ORDER      -  FIRST     CLASS II
 DN8160
 DN8160.The horizontal coordinates were established by autonomous hand held GPS
 DN8160.observations and have an estimated accuracy of +/- 10 meters.
 DN8160
 DN8160.The orthometric height was determined by differential leveling and
 DN8160.adjusted by the NATIONAL GEODETIC SURVEY
 DN8160.in June 2012.
 DN8160
 DN8160.No vertical observational check was made to the station.
 DN8160
 DN8160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8160.GEOID18 height accuracy estimate available here.
 DN8160
 DN8160.Click photographs - Photos may exist for this station.
 DN8160
 DN8160.The dynamic height is computed by dividing the NAVD 88
 DN8160.geopotential number by the normal gravity value computed on the
 DN8160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8160.degrees latitude (g = 980.6199 gals.).
 DN8160
 DN8160.The modeled gravity was interpolated from observed gravity values.
 DN8160
 DN8160;                    North         East    Units  Estimated Accuracy
 DN8160;SPC FL W     -   457,138.      135,752.      MT  (+/- 10 meters HH2 GPS)
 DN8160
 DN8160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3785949055(NAD 83)
 DN8160
 DN8160                          SUPERSEDED SURVEY CONTROL
 DN8160
 DN8160.No superseded survey control is available for this station.
 DN8160
 DN8160_MARKER: DD = SURVEY DISK
 DN8160_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8160_STAMPING: 20937 B 2011
 DN8160_MARK LOGO: SWFWMD
 DN8160_PROJECTION: FLUSH
 DN8160_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8160+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DN8160_ROD/PIPE-DEPTH: 6.2 meters
 DN8160
 DN8160  HISTORY     - Date     Condition        Report By
 DN8160  HISTORY     - 20110205 MONUMENTED       FLDEP
 DN8160
 DN8160                          STATION DESCRIPTION
 DN8160
 DN8160'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8160'THE MARK IS ABOUT 6.4 MI (10.3 KM) SOUTHWEST OF WEEKI WACHEE, 6.1 MI
 DN8160'(9.8 KM) SOUTH OF BAYPORT, 1.9 MI (3.1 KM) NORTH-NORTHEAST OF ARIPEKA,
 DN8160'IN SECTION 25, TOWNSHIP 23 SOUTH, RANGE 16 EAST.
 DN8160'
 DN8160'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN8160'WAY) AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN SPRING HILL, GO
 DN8160'NORTHEAST ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 1.95 MI (3.1 KM) TO
 DN8160'THE INTERSECTION OF OSOWAW BOULEVARD ON THE LEFT AND SPRING HILL DRIVE
 DN8160'(COUNTY ROAD 574) ON THE RIGHT.  TURN LEFT ON OSOWAW BOULEVARD AND GO
 DN8160'NORTHWEST FOR 0.25 MI (0.4 KM) TO A 4-WAY STOP AND THE JUNCTION OF
 DN8160'TARPON BOULEVARD ON THE RIGHT.  TURN LEFT ON OSOWAW BOULEVARD (COUNTY
 DN8160'ROAD 595) AND GO WEST FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF SHOAL
 DN8160'LINE BOULEVARD (COUNTY ROAD 597) ON THE RIGHT.  TURN RIGHT ON SHOAL
 DN8160'LINE BOULEVARD (COUNTY ROAD 597) AND GO NORTH FOR 0.25 MI (0.4 KM) TO
 DN8160'THE JUNCTION OF A GATED ASPHALT ROAD ON THE LEFT.  TURN LEFT ON THE
 DN8160'ASPHALT ROAD, PASSING THROUGH THE GATE, GO WEST FOR 0.2 MI (0.3 KM) TO
 DN8160'A 90-DEGREE BEND.  TURN RIGHT AND GO NORTH ON THE ASPHALT ROAD FOR 0.1
 DN8160'MI (0.2 KM) TO THE JUNCTION ON ANOTHER ASPHALT ROAD ON THE LEFT.  TURN
 DN8160'LEFT ON THE ASPHALT ROAD AND GO WEST FOR 0.1 MI (0.2 KM) TO A DEAD END
 DN8160'CUL DE SAC, A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN
 DN8160'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 35.4 FT (10.8 M) WITH AN
 DN8160'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DN8160'WITH THE GROUND AND ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF THE
 DN8160'ASPHALT ROAD.
 DN8160'
 DN8160'LOCATED 87.5 FT (26.7 M) SOUTHWEST OF THE CENTER OF A MANHOLE COVER,
 DN8160'30.2 FT (9.2 M) WEST OF SURVEY MARK 20937 A, 25.1 FT (7.7 M) WEST OF
 DN8160'WELL HEAD 20937 AND 1.7 FT (0.5 M) EAST OF A CARSONITE WITNESS POST.
 DN8160'
 DN8160'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8160'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8821 ***********************************************************************
 DN8821  DESIGNATION -  20970 A
 DN8821  PID         -  DN8821
 DN8821  STATE/COUNTY-  FL/CITRUS
 DN8821  COUNTRY     -  US
 DN8821  USGS QUAD   -  LECANTO (2018)
 DN8821
 DN8821                         *CURRENT SURVEY CONTROL
 DN8821  ______________________________________________________________________
 DN8821* NAD 83(1986) POSITION- 28 47 33.0    (N) 082 27 03.1    (W)   HD_HELD2
 DN8821* NAVD 88 ORTHO HEIGHT -    18.292 (meters)       60.01  (feet) ADJUSTED
 DN8821  ______________________________________________________________________
 DN8821  GEOID HEIGHT    -        -27.139 (meters)                     GEOID18
 DN8821  DYNAMIC HEIGHT  -         18.266 (meters)       59.93  (feet) COMP
 DN8821  MODELED GRAVITY -    979,220.4   (mgal)                       NAVD 88
 DN8821
 DN8821  VERT ORDER      -  SECOND    CLASS I
 DN8821
 DN8821.The horizontal coordinates were established by autonomous hand held GPS
 DN8821.observations and have an estimated accuracy of +/- 10 meters.
 DN8821
 DN8821.The orthometric height was determined by differential leveling and
 DN8821.adjusted by the NATIONAL GEODETIC SURVEY
 DN8821.in July 2012.
 DN8821
 DN8821.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8821.GEOID18 height accuracy estimate available here.
 DN8821
 DN8821.Click photographs - Photos may exist for this station.
 DN8821
 DN8821.The dynamic height is computed by dividing the NAVD 88
 DN8821.geopotential number by the normal gravity value computed on the
 DN8821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8821.degrees latitude (g = 980.6199 gals.).
 DN8821
 DN8821.The modeled gravity was interpolated from observed gravity values.
 DN8821
 DN8821;                    North         East    Units  Estimated Accuracy
 DN8821;SPC FL W     -   494,117.      155,983.      MT  (+/- 10 meters HH2 GPS)
 DN8821
 DN8821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5839685860(NAD 83)
 DN8821
 DN8821                          SUPERSEDED SURVEY CONTROL
 DN8821
 DN8821.No superseded survey control is available for this station.
 DN8821
 DN8821_MARKER: DD = SURVEY DISK
 DN8821_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8821_STAMPING: 20970 A 2010
 DN8821_MARK LOGO: SWFWMD
 DN8821_PROJECTION: RECESSED 3 CENTIMETERS
 DN8821_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8821_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8821+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2010
 DN8821_ROD/PIPE-DEPTH: 6.5 meters
 DN8821
 DN8821  HISTORY     - Date     Condition        Report By
 DN8821  HISTORY     - 20101204 MONUMENTED       FLDEP
 DN8821
 DN8821                          STATION DESCRIPTION
 DN8821
 DN8821'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8821'THE MARK IS ABOUT 9.3 MI (15.0 KM) NORTHEAST OF CHASSAHOWITZKA, 7.9 MI
 DN8821'(12.7 KM) WEST-SOUTHWEST OF INVERNESS, 4.6 MI (7.4 KM) SOUTH-SOUTHEAST
 DN8821'OF LECANTO, IN SECTION 26, TOWNSHIP 19 SOUTH, RANGE 18 EAST.
 DN8821'
 DN8821'TO REACH THE MARK FROM THE INTERSECTION OF SOUTH LECANTO HIGHWAY
 DN8821'(COUNTY ROAD 491) AND U.S. HIGHWAY 44 IN LECANTO, GO SOUTH ON SOUTH
 DN8821'LECANTO HIGHWAY (COUNTY ROAD 491) FOR 3.2 MI (5.1 KM) TO THE JUNCTION
 DN8821'OF WEST GROVER CLEVELAND BOULEVARD ON THE RIGHT.  CONTINUE SOUTH ON
 DN8821'SOUTH LECANTO HIGHWAY (COUNTY ROAD 491) FOR 2.5 MI (4.0 KM) TO THE
 DN8821'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 21.3
 DN8821'FT (6.5 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A
 DN8821'4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DN8821'GROUND AND 7.3 FT (2.2 M) BELOW THE LEVEL OF SOUTH LECANTO HIGHWAY
 DN8821'(COUNTY ROAD 491).
 DN8821'
 DN8821'LOCATED 113.1 FT (34.5 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DN8821'OF SOUTH LECANTO HIGHWAY (COUNTY ROAD 491), 17.0 FT (5.2 M) EAST OF
 DN8821'SURVEY MARK 20970 B, 5.7 FT (1.7 M) EAST-SOUTHEAST OF WATER MOTORING
 DN8821'WELL NUMBER 20970, 1.8 FT (0.5 M) WEST OF THE EAST SIDE OF THE CHAIN
 DN8821'LINK FENCE AND 1.6 FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
 DN8821'
 DN8821'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8821'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8820 ***********************************************************************
 DN8820  DESIGNATION -  20970 B
 DN8820  PID         -  DN8820
 DN8820  STATE/COUNTY-  FL/CITRUS
 DN8820  COUNTRY     -  US
 DN8820  USGS QUAD   -  LECANTO (2018)
 DN8820
 DN8820                         *CURRENT SURVEY CONTROL
 DN8820  ______________________________________________________________________
 DN8820* NAD 83(1986) POSITION- 28 47 32.9    (N) 082 27 03.3    (W)   HD_HELD2
 DN8820* NAVD 88 ORTHO HEIGHT -    18.286 (meters)       59.99  (feet) ADJUSTED
 DN8820  ______________________________________________________________________
 DN8820  GEOID HEIGHT    -        -27.139 (meters)                     GEOID18
 DN8820  DYNAMIC HEIGHT  -         18.260 (meters)       59.91  (feet) COMP
 DN8820  MODELED GRAVITY -    979,220.4   (mgal)                       NAVD 88
 DN8820
 DN8820  VERT ORDER      -  SECOND    CLASS I
 DN8820
 DN8820.The horizontal coordinates were established by autonomous hand held GPS
 DN8820.observations and have an estimated accuracy of +/- 10 meters.
 DN8820
 DN8820.The orthometric height was determined by differential leveling and
 DN8820.adjusted by the NATIONAL GEODETIC SURVEY
 DN8820.in July 2012.
 DN8820
 DN8820.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8820.GEOID18 height accuracy estimate available here.
 DN8820
 DN8820.Click photographs - Photos may exist for this station.
 DN8820
 DN8820.The dynamic height is computed by dividing the NAVD 88
 DN8820.geopotential number by the normal gravity value computed on the
 DN8820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8820.degrees latitude (g = 980.6199 gals.).
 DN8820
 DN8820.The modeled gravity was interpolated from observed gravity values.
 DN8820
 DN8820;                    North         East    Units  Estimated Accuracy
 DN8820;SPC FL W     -   494,114.      155,978.      MT  (+/- 10 meters HH2 GPS)
 DN8820
 DN8820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5839185857(NAD 83)
 DN8820
 DN8820                          SUPERSEDED SURVEY CONTROL
 DN8820
 DN8820.No superseded survey control is available for this station.
 DN8820
 DN8820_MARKER: DD = SURVEY DISK
 DN8820_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8820_STAMPING: 20970 B 2010
 DN8820_MARK LOGO: SWFWMD
 DN8820_PROJECTION: RECESSED 3 CENTIMETERS
 DN8820_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8820_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8820+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2010
 DN8820_ROD/PIPE-DEPTH: 5.9 meters
 DN8820
 DN8820  HISTORY     - Date     Condition        Report By
 DN8820  HISTORY     - 20101204 MONUMENTED       FLDEP
 DN8820
 DN8820                          STATION DESCRIPTION
 DN8820
 DN8820'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8820'THE MARK IS ABOUT 9.3 MI (15.0 KM) NORTHEAST OF CHASSAHOWITZKA, 7.9 MI
 DN8820'(12.7 KM) WEST-SOUTHWEST OF INVERNESS, 4.6 MI (7.4 KM) SOUTH-SOUTHEAST
 DN8820'OF LECANTO, IN SECTION 26, TOWNSHIP 19 SOUTH, RANGE 18 EAST.
 DN8820'
 DN8820'TO REACH THE MARK FROM THE INTERSECTION OF SOUTH LECANTO HIGHWAY
 DN8820'(COUNTY ROAD 491) AND U.S. HIGHWAY 44 IN LECANTO, GO SOUTH ON SOUTH
 DN8820'LECANTO HIGHWAY (COUNTY ROAD 491) FOR 3.2 MI (5.1 KM) TO THE JUNCTION
 DN8820'OF WEST GROVER CLEVELAND BOULEVARD ON THE RIGHT.  CONTINUE SOUTH ON
 DN8820'SOUTH LECANTO HIGHWAY (COUNTY ROAD 491) FOR 2.5 MI (4.0 KM) TO THE
 DN8820'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.4
 DN8820'FT (5.9 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A
 DN8820'4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DN8820'GROUND AND 7.3 FT (2.2 M) BELOW THE LEVEL OF SOUTH LECANTO HIGHWAY
 DN8820'(COUNTY ROAD 491).
 DN8820'
 DN8820'LOCATED 130.2 FT (39.7 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DN8820'OF SOUTH LECANTO HIGHWAY (COUNTY ROAD 491), 17.0 FT (5.2 M) WEST OF
 DN8820'SURVEY MARK 20970 A, 6.2 FT (1.9 M) WEST-NORTHWEST OF WATER MOTORING
 DN8820'WELL NUMBER 20971, 1.8 FT (0.5 M) EAST OF THE WEST SIDE OF THE CHAIN
 DN8820'LINK FENCE AND 1.8 FT (0.5 M) EAST OF A CARSONITE WITNESS POST.
 DN8820'
 DN8820'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8820'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN4783 ***********************************************************************
 DN4783  DESIGNATION -  20986 A
 DN4783  PID         -  DN4783
 DN4783  STATE/COUNTY-  FL/CITRUS
 DN4783  COUNTRY     -  US
 DN4783  USGS QUAD   -  HOMOSASSA (2018)
 DN4783
 DN4783                         *CURRENT SURVEY CONTROL
 DN4783  ______________________________________________________________________
 DN4783* NAD 83(1986) POSITION- 28 47 51.2    (N) 082 36 23.9    (W)   HD_HELD2
 DN4783* NAVD 88 ORTHO HEIGHT -     0.621 (meters)        2.04  (feet) ADJUSTED
 DN4783  ______________________________________________________________________
 DN4783  GEOID HEIGHT    -        -27.077 (meters)                     GEOID18
 DN4783  DYNAMIC HEIGHT  -          0.620 (meters)        2.03  (feet) COMP
 DN4783  MODELED GRAVITY -    979,223.4   (mgal)                       NAVD 88
 DN4783
 DN4783  VERT ORDER      -  FIRST     CLASS II
 DN4783
 DN4783.The horizontal coordinates were established by autonomous hand held GPS
 DN4783.observations and have an estimated accuracy of +/- 10 meters.
 DN4783
 DN4783.The orthometric height was determined by differential leveling and
 DN4783.adjusted by the NATIONAL GEODETIC SURVEY
 DN4783.in June 2012.
 DN4783
 DN4783.No vertical observational check was made to the station.
 DN4783
 DN4783.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4783.GEOID18 height accuracy estimate available here.
 DN4783
 DN4783.Click photographs - Photos may exist for this station.
 DN4783
 DN4783.The dynamic height is computed by dividing the NAVD 88
 DN4783.geopotential number by the normal gravity value computed on the
 DN4783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4783.degrees latitude (g = 980.6199 gals.).
 DN4783
 DN4783.The modeled gravity was interpolated from observed gravity values.
 DN4783
 DN4783;                    North         East    Units  Estimated Accuracy
 DN4783;SPC FL W     -   494,745.      140,778.      MT  (+/- 10 meters HH2 GPS)
 DN4783
 DN4783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4319886616(NAD 83)
 DN4783
 DN4783                          SUPERSEDED SURVEY CONTROL
 DN4783
 DN4783.No superseded survey control is available for this station.
 DN4783
 DN4783_MARKER: DD = SURVEY DISK
 DN4783_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4783_STAMPING: 20986 A 2010
 DN4783_MARK LOGO: SWFWMD
 DN4783_PROJECTION: FLUSH
 DN4783_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4783+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2010
 DN4783_ROD/PIPE-DEPTH: 5.3 meters
 DN4783
 DN4783  HISTORY     - Date     Condition        Report By
 DN4783  HISTORY     - 20101205 MONUMENTED       FLDEP
 DN4783
 DN4783                          STATION DESCRIPTION
 DN4783
 DN4783'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN4783'THE MARK IS ABOUT 6.2 MI (10.0 KM) NORTH-NORTHWEST OF CHASSAHOWITZKA,
 DN4783'3.6 MI (5.8 KM) EAST-SOUTHEAST OF OZELLO, 1.2 MI (1.9 KM)
 DN4783'NORTH-NORTHEAST OF HOMOSASSA, IN SECTION 29, TOWNSHIP 19 SOUTH, RANGE
 DN4783'17 EAST.
 DN4783'
 DN4783'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19-98 AND
 DN4783'STATE ROAD 490A (HALLS RIVER ROAD) IN HOMOSASSA SPRINGS, GO WEST ON
 DN4783'STATE ROAD 490A (HALLS RIVER ROAD) FOR 1.9 MI (3.1 KM) TO THE JUNCTION
 DN4783'OF TWIN RIVER LANE ON THE RIGHT.  TURN RIGHT ON TWIN RIVER LANE
 DN4783'ENTERING NATURES RESORT AND GO SOUTHWEST FOR 0.05 MI (0.1 KM) TO THE
 DN4783'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 17.4
 DN4783'FT (5.3 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10
 DN4783'CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH TWIN RIVER LANE.
 DN4783'
 DN4783'LOCATED 68.5 FT (20.9 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DN4783'STATE ROAD 490A (HALLS RIVER ROAD), 43.5 FT (13.3 M) EAST-NORTHEAST OF
 DN4783'SURVEY MARK 20986 B, 30.0 FT (9.1 M) EAST OF WELL HEAD 20986, 10.3 FT
 DN4783'(3.1 M) SOUTHWEST OF A WOODEN POST WITH FAUCET ATTACHED AND 1.7 FT
 DN4783'(0.5 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DN4783'
 DN4783'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN4783'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN4784 ***********************************************************************
 DN4784  DESIGNATION -  20986 B
 DN4784  PID         -  DN4784
 DN4784  STATE/COUNTY-  FL/CITRUS
 DN4784  COUNTRY     -  US
 DN4784  USGS QUAD   -  HOMOSASSA (2018)
 DN4784
 DN4784                         *CURRENT SURVEY CONTROL
 DN4784  ______________________________________________________________________
 DN4784* NAD 83(1986) POSITION- 28 47 50.9    (N) 082 36 24.4    (W)   HD_HELD2
 DN4784* NAVD 88 ORTHO HEIGHT -     0.602 (meters)        1.98  (feet) ADJUSTED
 DN4784  ______________________________________________________________________
 DN4784  GEOID HEIGHT    -        -27.077 (meters)                     GEOID18
 DN4784  DYNAMIC HEIGHT  -          0.601 (meters)        1.97  (feet) COMP
 DN4784  MODELED GRAVITY -    979,223.3   (mgal)                       NAVD 88
 DN4784
 DN4784  VERT ORDER      -  FIRST     CLASS II
 DN4784
 DN4784.The horizontal coordinates were established by autonomous hand held GPS
 DN4784.observations and have an estimated accuracy of +/- 10 meters.
 DN4784
 DN4784.The orthometric height was determined by differential leveling and
 DN4784.adjusted by the NATIONAL GEODETIC SURVEY
 DN4784.in June 2012.
 DN4784
 DN4784.No vertical observational check was made to the station.
 DN4784
 DN4784.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN4784.GEOID18 height accuracy estimate available here.
 DN4784
 DN4784.Click photographs - Photos may exist for this station.
 DN4784
 DN4784.The dynamic height is computed by dividing the NAVD 88
 DN4784.geopotential number by the normal gravity value computed on the
 DN4784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN4784.degrees latitude (g = 980.6199 gals.).
 DN4784
 DN4784.The modeled gravity was interpolated from observed gravity values.
 DN4784
 DN4784;                    North         East    Units  Estimated Accuracy
 DN4784;SPC FL W     -   494,735.      140,764.      MT  (+/- 10 meters HH2 GPS)
 DN4784
 DN4784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4318486606(NAD 83)
 DN4784
 DN4784                          SUPERSEDED SURVEY CONTROL
 DN4784
 DN4784.No superseded survey control is available for this station.
 DN4784
 DN4784_MARKER: DD = SURVEY DISK
 DN4784_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN4784_STAMPING: 20986 B 2010
 DN4784_MARK LOGO: SWFWMD
 DN4784_PROJECTION: FLUSH
 DN4784_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN4784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN4784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN4784+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2010
 DN4784_ROD/PIPE-DEPTH: 3.7 meters
 DN4784
 DN4784  HISTORY     - Date     Condition        Report By
 DN4784  HISTORY     - 20101205 MONUMENTED       FLDEP
 DN4784
 DN4784                          STATION DESCRIPTION
 DN4784
 DN4784'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN4784'THE MARK IS ABOUT 6.2 MI (9.9 KM) NORTH-NORTHWEST OF CHASSAHOWITZKA,
 DN4784'3.6 MI (5.8 KM) EAST-SOUTHEAST OF OZELLO, 1.2 MI (2.0 KM)
 DN4784'NORTH-NORTHEAST OF HOMOSASSA, IN SECTION 29, TOWNSHIP 19 SOUTH, RANGE
 DN4784'17 EAST.
 DN4784'
 DN4784'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19-98 AND
 DN4784'STATE ROAD 490A (HALLS RIVER ROAD) IN HOMOSASSA SPRINGS, GO WEST ON
 DN4784'STATE ROAD 490A (HALLS RIVER ROAD) FOR 1.9 MI (3.1 KM) TO THE JUNCTION
 DN4784'OF TWIN RIVER LANE ON THE RIGHT, TURN RIGHT ON TWIN RIVER LANE
 DN4784'ENTERING NATURES RESORT AND GO SOUTHWEST FOR 0.05 MI (0.1 KM) TO A
 DN4784'WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN
 DN4784'TO REFUSAL AT A DEPTH OF 12.3 FT (3.7 M) WITH AN ALUMINUM DISK
 DN4784'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DN4784'GROUND AND LEVEL WITH TWIN RIVER LANE.
 DN4784'
 DN4784'LOCATED 74.7 FT (22.8 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DN4784'STATE ROAD 490A (HALLS RIVER ROAD), 51.9 FT (15.8 M) WEST-SOUTHWEST OF
 DN4784'A WOODEN POST WITH FAUCET ATTACHED, 43.5 FT (13.3 M) WEST-SOUTHWEST OF
 DN4784'SURVEY MARK 20986 A, 25.0 FT (7.6 M) SOUTH-SOUTHWEST OF WELL HEAD
 DN4784'20986 AND 3.2 FT (1.0 M) NORTH OF A CARSONITE WITNESS POST.
 DN4784'
 DN4784'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN4784'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG3413 ***********************************************************************
 BG3413  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3413  DESIGNATION -  21 6 M
 BG3413  PID         -  BG3413
 BG3413  STATE/COUNTY-  FL/WALTON
 BG3413  COUNTRY     -  US
 BG3413  USGS QUAD   -  POINT WASHINGTON (2018)
 BG3413
 BG3413                         *CURRENT SURVEY CONTROL
 BG3413  ______________________________________________________________________
 BG3413* NAD 83(1986) POSITION- 30 16 30.3    (N) 086 00 06.6    (W)   HD_HELD2
 BG3413* NAVD 88 ORTHO HEIGHT -     6.539 (meters)       21.45  (feet) ADJUSTED
 BG3413  ______________________________________________________________________
 BG3413  GEOID HEIGHT    -        -27.624 (meters)                     GEOID18
 BG3413  DYNAMIC HEIGHT  -          6.530 (meters)       21.42  (feet) COMP
 BG3413  MODELED GRAVITY -    979,323.0   (mgal)                       NAVD 88
 BG3413
 BG3413  VERT ORDER      -  FIRST     CLASS II
 BG3413
 BG3413.The horizontal coordinates were established by autonomous hand held GPS
 BG3413.observations and have an estimated accuracy of +/- 10 meters.
 BG3413
 BG3413.The orthometric height was determined by differential leveling and
 BG3413.adjusted by the NATIONAL GEODETIC SURVEY
 BG3413.in June 1991.
 BG3413
 BG3413.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG3413.GEOID18 height accuracy estimate available here.
 BG3413
 BG3413.This Tidal Bench Mark is designated as VM 10071
 BG3413.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BG3413
 BG3413.Click photographs - Photos may exist for this station.
 BG3413
 BG3413.The dynamic height is computed by dividing the NAVD 88
 BG3413.geopotential number by the normal gravity value computed on the
 BG3413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3413.degrees latitude (g = 980.6199 gals.).
 BG3413
 BG3413.The modeled gravity was interpolated from observed gravity values.
 BG3413
 BG3413;                    North         East    Units  Estimated Accuracy
 BG3413;SPC FL N     -   142,292.      455,506.      MT  (+/- 10 meters HH2 GPS)
 BG3413
 BG3413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9600649689(NAD 83)
 BG3413
 BG3413                          SUPERSEDED SURVEY CONTROL
 BG3413
 BG3413.No superseded survey control is available for this station.
 BG3413
 BG3413_MARKER: DB = BENCH MARK DISK
 BG3413_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG3413_STAMPING: 21 6 M 1942
 BG3413_MARK LOGO: USGS
 BG3413_PROJECTION: PROJECTING 36 CENTIMETERS
 BG3413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG3413+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2016
 BG3413
 BG3413  HISTORY     - Date     Condition        Report By
 BG3413  HISTORY     - 1942     MONUMENTED       USGS
 BG3413  HISTORY     - 1976     GOOD             FLDNR
 BG3413  HISTORY     - 1984     GOOD             FLDNR
 BG3413  HISTORY     - 19940114 GOOD             USPSQD
 BG3413  HISTORY     - 20160826 GOOD             FLDEP
 BG3413
 BG3413                          STATION DESCRIPTION
 BG3413
 BG3413'DESCRIBED BY FL DEPT OF NAT RES 1976
 BG3413'23.5 MILES NW FROM PANAMA CITY.
 BG3413'FROM THE POST OFFICE AT PANAMA CITY GO NORTHWEST 23.5 MILES ALONG US
 BG3413'HIGHWAY 98, WHICH IS ALSO 0.5 MILES NORTHWEST OF THE BAY AND WALTON
 BG3413'COUNTY LINE AND 0.9 MILES NORTHWEST OF NORTHWEST END OF PHILLIPS INLET
 BG3413'BRIDGE. MARK BEARS 47.5 FEET NORTHEAST OF HIGHWAY CENTERLINE, 4.5 FEET
 BG3413'WEST OF A 2 INCH IRON PIPE MARKED F.A.P., 97-C, 97-D, AND 35.5 FEET
 BG3413'SOUTHEAST OF A WOODEN UTILITY POLE.
 BG3413
 BG3413                          STATION RECOVERY (1984)
 BG3413
 BG3413'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3413'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 BG3413'WALTON/BAY COUNTY LINE ON U.S. HIGHWAY 98, GO 0.3 MILE WEST ON U.S. 98
 BG3413'TO THE MARK.  THE MARK BEARS 47 FEET NORTH OF THE CENTERLINE OF U.S.
 BG3413'98, 35 FEET EAST OF POWER POLE 52586-46677, AND 185 FEET EAST OF THE
 BG3413'CENTERLINE OF A PRIVATE DRIVE.
 BG3413'THE MARK IS 1 FT BELOW HIGHWAY.
 BG3413
 BG3413                          STATION RECOVERY (1994)
 BG3413
 BG3413'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG3413'RECOVERED IN GOOD CONDITION.
 BG3413
 BG3413                          STATION RECOVERY (2016)
 BG3413
 BG3413'RECOVERY NOTE BY FL DEPT OF ENV PRO 2016 (MAH)
 BG3413'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1541 ***********************************************************************
 AQ1541  DESIGNATION -  21 CMP
 AQ1541  PID         -  AQ1541
 AQ1541  STATE/COUNTY-  FL/PUTNAM
 AQ1541  COUNTRY     -  US
 AQ1541  USGS QUAD   -  WELAKA (2018)
 AQ1541
 AQ1541                         *CURRENT SURVEY CONTROL
 AQ1541  ______________________________________________________________________
 AQ1541* NAD 83(1986) POSITION- 29 26 25.     (N) 081 38 54.     (W)   SCALED
 AQ1541* NAVD 88 ORTHO HEIGHT -     1.867 (meters)        6.13  (feet) ADJUSTED
 AQ1541  ______________________________________________________________________
 AQ1541  GEOID HEIGHT    -        -28.412 (meters)                     GEOID18
 AQ1541  DYNAMIC HEIGHT  -          1.865 (meters)        6.12  (feet) COMP
 AQ1541  MODELED GRAVITY -    979,269.3   (mgal)                       NAVD 88
 AQ1541
 AQ1541  VERT ORDER      -  SECOND    CLASS I
 AQ1541
 AQ1541.The horizontal coordinates were scaled from a map and have
 AQ1541.an estimated accuracy of +/- 6 seconds.
 AQ1541
 AQ1541.The orthometric height was determined by differential leveling and
 AQ1541.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1541.in June 1991.
 AQ1541
 AQ1541.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1541.GEOID18 height accuracy estimate available here.
 AQ1541
 AQ1541.Click photographs - Photos may exist for this station.
 AQ1541
 AQ1541.The dynamic height is computed by dividing the NAVD 88
 AQ1541.geopotential number by the normal gravity value computed on the
 AQ1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1541.degrees latitude (g = 980.6199 gals.).
 AQ1541
 AQ1541.The modeled gravity was interpolated from observed gravity values.
 AQ1541
 AQ1541;                    North         East    Units  Estimated Accuracy
 AQ1541;SPC FL E     -   566,000.      137,100.      MT  (+/- 180 meters Scaled)
 AQ1541
 AQ1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN371569(NAD 83)
 AQ1541
 AQ1541                          SUPERSEDED SURVEY CONTROL
 AQ1541
 AQ1541  NGVD 29 (09/01/92)    2.150  (m)            7.05   (f) ADJUSTED    2 1
 AQ1541
 AQ1541.Superseded values are not recommended for survey control.
 AQ1541
 AQ1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1541.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1541
 AQ1541_MARKER: DB = BENCH MARK DISK
 AQ1541_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1541_SP_SET: CULVERT HEADWALL
 AQ1541_STAMPING: 21 CMP 1969
 AQ1541_MARK LOGO: USGS
 AQ1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1541+STABILITY: SURFACE MOTION
 AQ1541
 AQ1541  HISTORY     - Date     Condition        Report By
 AQ1541  HISTORY     - 1969     MONUMENTED       USGS
 AQ1541  HISTORY     - 1975     GOOD             FLDNR
 AQ1541  HISTORY     - 1985     GOOD             FLDNR
 AQ1541
 AQ1541                          STATION DESCRIPTION
 AQ1541
 AQ1541'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1541'1 MI N FROM FRUITLAND.
 AQ1541'1 MILE NORTH OF FRUITLAND.  WELAKA, 3.5 MILES SOUTH OF, ALONG
 AQ1541'STATE HIGHWAY 309, AT U.S. GOVERNMENT FISH HATCHERY, 25 FT.
 AQ1541'WEST OF CENTERLINE OF ROAD AT DRAIN CROSSING, IN NORTH END OF
 AQ1541'WEST HEADWALL OF CULVERT.  STANDARD TABLET STAMPED 21 CMP 1969.
 AQ1541
 AQ1541                          STATION RECOVERY (1985)
 AQ1541
 AQ1541'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1541'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AQ1541'JUNCTION OF COUNTY ROAD C-308B WITH COUNTY ROAD C-309 IN WELAKA, GO
 AQ1541'3.25 MILES SOUTH ON C-309 TO THE MARK.  THE MARK BEARS 21.5 FEET
 AQ1541'SOUTHWEST OF THE CENTERLINE OF C-309, 0.8 FOOT SOUTHEAST OF THE
 AQ1541'NORTHWEST END OF THE CULVERT HEADWALL, AND 2.8 FEET SOUTHEAST OF A
 AQ1541'WITNESS POST.
 AQ1541'THE MARK IS 1 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6727 ***********************************************************************
 AK6727  DESIGNATION -  21 EEB
 AK6727  PID         -  AK6727
 AK6727  STATE/COUNTY-  FL/ORANGE
 AK6727  COUNTRY     -  US
 AK6727  USGS QUAD   -  NARCOOSSEE NE (2018)
 AK6727
 AK6727                         *CURRENT SURVEY CONTROL
 AK6727  ______________________________________________________________________
 AK6727* NAD 83(1990) POSITION- 28 25 14.62745(N) 081 05 42.28840(W)   NO CHECK
 AK6727* NAVD 88 ORTHO HEIGHT -    20.82  (+/-2cm)       68.3   (feet) VERTCON3
 AK6727  ______________________________________________________________________
 AK6727  GEOID HEIGHT    -        -28.111 (meters)                     GEOID18
 AK6727  LAPLACE CORR    -         -0.58  (seconds)                    DEFLEC18
 AK6727  HORZ ORDER      -  SECOND
 AK6727  VERT ORDER      -  THIRD ? (See Below)
 AK6727
 AK6727.The horizontal coordinates were established by classical geodetic methods
 AK6727.and adjusted by the National Geodetic Survey in May 1991.
 AK6727
 AK6727.No horizontal observational check was made to the station.
 AK6727
 AK6727.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6727
 AK6727.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6727.GEOID18 height accuracy estimate available here.
 AK6727
 AK6727.The vertical order pertains to the NGVD 29 superseded value.
 AK6727
 AK6727.Click photographs - Photos may exist for this station.
 AK6727
 AK6727.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6727
 AK6727. The following values were computed from the NAD 83(1990) position.
 AK6727
 AK6727;                    North         East     Units Scale Factor Converg.
 AK6727;SPC FL E     -   452,836.404   190,684.864   MT  0.99994225   -0 02 42.9
 AK6727;SPC FL E     - 1,485,680.77    625,605.26   sFT  0.99994225   -0 02 42.9
 AK6727;UTM  17      - 3,143,813.880   490,688.042   MT  0.99960107   -0 02 42.9
 AK6727
 AK6727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6727!SPC FL E     -   1.00000114  x   0.99994225  =   0.99994339
 AK6727!UTM  17      -   1.00000114  x   0.99960107  =   0.99960221
 AK6727
 AK6727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM9068843813(NAD 83)
 AK6727
 AK6727                          SUPERSEDED SURVEY CONTROL
 AK6727
 AK6727  NAD 83(1986)-  28 25 14.63491(N)    081 05 42.30240(W) AD(       ) 2
 AK6727  NAD 27      -  28 25 13.61476(N)    081 05 43.07389(W) AD(       ) 2
 AK6727  NGVD 29              21.16   (m)           69.4    (f) LEVELING    3  
 AK6727
 AK6727.Superseded values are not recommended for survey control.
 AK6727
 AK6727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6727.See file dsdata.pdf to determine how the superseded data were derived.
 AK6727
 AK6727_MARKER: DB = BENCH MARK DISK
 AK6727_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AK6727_STAMPING: 21 EEB 1953
 AK6727_MARK LOGO: USGS
 AK6727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6727
 AK6727  HISTORY     - Date     Condition        Report By
 AK6727  HISTORY     - 1953     MONUMENTED       USGS
 AK6727  HISTORY     - 1960     GOOD             CGS
 AK6727
 AK6727                          STATION DESCRIPTION
 AK6727
 AK6727'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (GWM)
 AK6727'THE STATION IS ABOUT 22 MILES WEST AND 4 MILES NORTH OF COCOA,
 AK6727'IN THE NORTHEAST 1/4 OF SEC. 10, T. 24 S., R. 32 E., ON THE
 AK6727'MAGNOLIA CATTLE RANCH AND ON THE PROPERTY OF MR. GEORGE TERRY.  IT
 AK6727'IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK DISK STAMPED
 AK6727'21 EEB 1953 SET IN THE TOP OF A 6 INCH BY 6 INCH CONCRETE
 AK6727'POST THAT PROJECTS 2 INCHES.  THE MARK IS 57 FEET NORTHEAST OF
 AK6727'A NORTH GATE POST, 54 FEET WEST OF THE CENTERLINE OF A SAND
 AK6727'ROAD, 42 FEET NORTH OF THE CENTERLINE OF A SAND ROAD AND 3 FEET
 AK6727'SOUTHWEST OF A FENCE CORNER.
 AK6727'
 AK6727'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 50
 AK6727'AND 520 ABOUT 2 MILES EAST OF THE VILLAGE OF BITHLO, GO WEST
 AK6727'ON HIGHWAY 50 FOR 1.6 MILES TO A SIDE ROAD LEFT AND A CAFE IN
 AK6727'THE SOUTHWEST ANGLE OF THE INTERSECTION.  TURN SHARP LEFT AND
 AK6727'GO SOUTH ON A SAND ROAD FOR 2.0 MILES TO AN IRON GATE JUST
 AK6727'AFTER PASSING STATION BITHLO ON THE LEFT.  CONTINUE AHEAD
 AK6727'SOUTH ON THE SAND ROAD FOR 5.0 MILES TO A WOODEN GATE.  PASS
 AK6727'THROUGH THE GATE AND CONTINUE SOUTH ON THE SAND ROAD FOR 0.8
 AK6727'MILE TO A WOODEN GATE.  PASS THROUGH THE GATE AND CONTINUE
 AK6727'SOUTH ON THE SAND ROAD FOR 1.2 MILES TO A SIDE ROAD RIGHT AND
 AK6727'THE STATION ON THE RIGHT AS DESCRIBED.
 AK6727'
 AK6727'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION PUMP,
 AK6727'THE DISTANCE BEING 212.14 FEET AND 64.6604 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0217 ***********************************************************************
 BE0217  DESIGNATION -  21 JWM USGS
 BE0217  PID         -  BE0217
 BE0217  STATE/COUNTY-  FL/JACKSON
 BE0217  COUNTRY     -  US
 BE0217  USGS QUAD   -  BASCOM (2018)
 BE0217
 BE0217                         *CURRENT SURVEY CONTROL
 BE0217  ______________________________________________________________________
 BE0217* NAD 83(1986) POSITION- 30 52 53.     (N) 085 00 16.     (W)   SCALED
 BE0217* NAVD 88 ORTHO HEIGHT -    29.150 (meters)       95.64  (feet) ADJUSTED
 BE0217  ______________________________________________________________________
 BE0217  GEOID HEIGHT    -        -28.193 (meters)                     GEOID18
 BE0217  DYNAMIC HEIGHT  -         29.113 (meters)       95.51  (feet) COMP
 BE0217  MODELED GRAVITY -    979,352.1   (mgal)                       NAVD 88
 BE0217
 BE0217  VERT ORDER      -  SECOND    CLASS 0
 BE0217
 BE0217.The horizontal coordinates were scaled from a map and have
 BE0217.an estimated accuracy of +/- 6 seconds.
 BE0217
 BE0217.The orthometric height was determined by differential leveling and
 BE0217.adjusted by the NATIONAL GEODETIC SURVEY
 BE0217.in June 1991.
 BE0217
 BE0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0217.GEOID18 height accuracy estimate available here.
 BE0217
 BE0217.Click photographs - Photos may exist for this station.
 BE0217
 BE0217.The dynamic height is computed by dividing the NAVD 88
 BE0217.geopotential number by the normal gravity value computed on the
 BE0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0217.degrees latitude (g = 980.6199 gals.).
 BE0217
 BE0217.The modeled gravity was interpolated from observed gravity values.
 BE0217
 BE0217;                    North         East    Units  Estimated Accuracy
 BE0217;SPC FL N     -   208,660.      551,760.      MT  (+/- 180 meters Scaled)
 BE0217
 BE0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV907181(NAD 83)
 BE0217
 BE0217                          SUPERSEDED SURVEY CONTROL
 BE0217
 BE0217  NGVD 29 (??/??/92)   29.280  (m)           96.06   (f) ADJ UNCH    2 0
 BE0217
 BE0217.Superseded values are not recommended for survey control.
 BE0217
 BE0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0217.See file dsdata.pdf to determine how the superseded data were derived.
 BE0217
 BE0217_MARKER: DD = SURVEY DISK
 BE0217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0217_STAMPING: 21 JWM 1951 96
 BE0217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0217+STABILITY: SURFACE MOTION
 BE0217
 BE0217  HISTORY     - Date     Condition        Report By
 BE0217  HISTORY     - 1951     MONUMENTED       USGS
 BE0217  HISTORY     - 1952     GOOD             CGS
 BE0217  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0217
 BE0217                          STATION DESCRIPTION
 BE0217
 BE0217'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0217'2.5 MI E FROM LOVEDALE.
 BE0217'ABOUT 2.5 MILES EAST ALONG A GRADED ROAD FROM THE CHURCH AND
 BE0217'CEMETERY AT LOVEDALE, AT THE JUNCTION OF A ROAD SOUTHEAST AND AT
 BE0217'A CURVE IN ROAD WITH TANGENTS EXTENDING WEST AND EAST-NORTHEAST,
 BE0217'ABOUT 0.4 MILE EAST OF CENTRAL SCHOOL BUILDING, 33 FEET NORTHEAST
 BE0217'OF CENTER LINE OF ROAD SOUTHWEST, 30 FEET SOUTH OF CENTER LINE OF
 BE0217'ROAD EAST-NORTHEAST, 36 FEET EAST OF CENTER OF JUNCTION, 150 FEET
 BE0217'NORTHWEST OF POWER POLE NO. BSB 21/73 WITH A TRANSFORMER, 6 FEET
 BE0217'SOUTH OF THE EXTENDED CENTER LINE OF WEST TANGENT OF ROAD, 1 FOOT
 BE0217'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND
 BE0217'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BE0217
 BE0217                          STATION RECOVERY (2001)
 BE0217
 BE0217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0217'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0453 ***********************************************************************
 AS0453  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0453  DESIGNATION -  21 M
 AS0453  PID         -  AS0453
 AS0453  STATE/COUNTY-  FL/FRANKLIN
 AS0453  COUNTRY     -  US
 AS0453  USGS QUAD   -  LIGHTHOUSE POINT (2018)
 AS0453
 AS0453                         *CURRENT SURVEY CONTROL
 AS0453  ______________________________________________________________________
 AS0453* NAD 83(1986) POSITION- 29 54 58.41   (N) 084 22 06.89   (W)   HD_HELD1
 AS0453* NAVD 88 ORTHO HEIGHT -     4.357 (meters)       14.29  (feet) ADJUSTED
 AS0453  ______________________________________________________________________
 AS0453  GEOID HEIGHT    -        -27.297 (meters)                     GEOID18
 AS0453  DYNAMIC HEIGHT  -          4.351 (meters)       14.27  (feet) COMP
 AS0453  MODELED GRAVITY -    979,324.5   (mgal)                       NAVD 88
 AS0453
 AS0453  VERT ORDER      -  SECOND    CLASS I
 AS0453
 AS0453.The horizontal coordinates were determined by differentially corrected
 AS0453.hand held GPS observations or other comparable positioning techniques
 AS0453.and have an estimated accuracy of +/- 3 meters.
 AS0453
 AS0453.The orthometric height was determined by differential leveling and
 AS0453.adjusted by the NATIONAL GEODETIC SURVEY
 AS0453.in January 2014.
 AS0453
 AS0453.No vertical observational check was made to the station.
 AS0453
 AS0453.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0453.GEOID18 height accuracy estimate available here.
 AS0453
 AS0453.This Tidal Bench Mark is designated as VM 9777
 AS0453.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0453
 AS0453.Click photographs - Photos may exist for this station.
 AS0453
 AS0453.The dynamic height is computed by dividing the NAVD 88
 AS0453.geopotential number by the normal gravity value computed on the
 AS0453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0453.degrees latitude (g = 980.6199 gals.).
 AS0453
 AS0453.The modeled gravity was interpolated from observed gravity values.
 AS0453
 AS0453;                    North         East    Units  Estimated Accuracy
 AS0453;SPC FL N     -   101,568.3     612,690.3     MT  (+/- 3 meters HH1 GPS) 
 AS0453
 AS0453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5405212413(NAD 83)
 AS0453
 AS0453                          SUPERSEDED SURVEY CONTROL
 AS0453
 AS0453  NAVD 88 (06/15/91)    4.362  (m)           14.31   (f) SUPERSEDED  2 1
 AS0453
 AS0453.Superseded values are not recommended for survey control.
 AS0453
 AS0453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0453.See file dsdata.pdf to determine how the superseded data were derived.
 AS0453
 AS0453_MARKER: DB = BENCH MARK DISK
 AS0453_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AS0453_STAMPING: 21 M 1943 15
 AS0453_MARK LOGO: USGS
 AS0453_PROJECTION: PROJECTING 5 CENTIMETERS
 AS0453_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0453+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2018
 AS0453
 AS0453  HISTORY     - Date     Condition        Report By
 AS0453  HISTORY     - 1943     MONUMENTED       USGS
 AS0453  HISTORY     - 1979     GOOD             FLDNR
 AS0453  HISTORY     - 1989     GOOD             USPSQD
 AS0453  HISTORY     - 19980302 GOOD             USPSQD
 AS0453  HISTORY     - 20120905 GOOD             FLDEP
 AS0453  HISTORY     - 20180516 GOOD             FLDEP
 AS0453
 AS0453                          STATION DESCRIPTION
 AS0453
 AS0453'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0453'9.0 MI SOUTH FROM PANACEA.
 AS0453'BEGIN AT THE INTERSECTION OF STATE ROAD 370 AND US 98. PROCEED EAST
 AS0453'FOR 2.3 MILES ON STATE ROAD 370 TO THE MARK WHICH BEARS 62 FEET NORTH
 AS0453'EAST OF THE CENTERLINE OF STATE ROAD 370, 15.9 FEET NORTHEAST OF POWER
 AS0453'POLE, AND ABOUT 290 FEET NORTHEAST OF A MICROWAVE TOWER.
 AS0453'THE MARK IS 1 FT  NW FROM A WITNESS POST.
 AS0453
 AS0453                          STATION RECOVERY (1989)
 AS0453
 AS0453'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0453'RECOVERED IN GOOD CONDITION.
 AS0453
 AS0453                          STATION RECOVERY (1998)
 AS0453
 AS0453'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0453'RECOVERED IN GOOD CONDITION.
 AS0453
 AS0453                          STATION RECOVERY (2012)
 AS0453
 AS0453'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (RPB)
 AS0453'THE MARK IS ABOUT 11.6 MI (18.7 KM) SOUTH-SOUTHWEST OF SPRING CREEK,
 AS0453'10.5 MI (16.9 KM) EAST-SOUTHEAST OF MCINTYRE, 5.2 MI (8.4 KM) EAST OF
 AS0453'SAINT TERESA, IN SECTION 31, TOWNSHIP 6 SOUTH, RANGE 1 WEST.
 AS0453'
 AS0453'TO REACH THE MARK FROM THE POST OFFICE IN PANACEA, GO SOUTH ON U.S.
 AS0453'HIGHWAY 98 FOR 5.35 MI (8.6 KM) TO THE SOUTH END OF THE BRIDGE OVER
 AS0453'OCHLOCKONEE BAY.  CONTINUE SOUTH ON U.S. HIGHWAY 98 FOR 1.25 MI (2.0
 AS0453'KM) TO THE JUNCTION OF ALLIGATOR DRIVE ON THE LEFT.  TURN LEFT ON
 AS0453'ALLIGATOR DRIVE AND GO SOUTHEAST FOR 2.2 MI (3.5 KM) TO THE MARK ON
 AS0453'THE LEFT, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 2-INCH
 AS0453'ABOVE THE LEVEL OF THE GROUND AND 6.0 FT (1.8 M) ABOVE THE LEVEL OF
 AS0453'ALLIGATOR DRIVE.
 AS0453'
 AS0453'LOCATED 90.0 FT (27.4 M) NORTHEAST OF A MICROWAVE TOWER, 62.0 FT (18.9
 AS0453'M) NORTHEAST OF THE CENTERLINE OF ALLIGATOR DRIVE, 20.6 FT (6.3 M)
 AS0453'NORTHEAST OF A POWER POLE AND 1.2 FT (0.4 M) SOUTHWEST OF A CARSONITE
 AS0453'WITNESS POST.
 AS0453
 AS0453                          STATION RECOVERY (2018)
 AS0453
 AS0453'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AS0453'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7006 ***********************************************************************
 AI7006  DESIGNATION -  21 RJN
 AI7006  PID         -  AI7006
 AI7006  STATE/COUNTY-  FL/PUTNAM
 AI7006  COUNTRY     -  US
 AI7006  USGS QUAD   -  SAN MATEO (2018)
 AI7006
 AI7006                         *CURRENT SURVEY CONTROL
 AI7006  ______________________________________________________________________
 AI7006* NAD 83(1986) POSITION- 29 32 50.     (N) 081 34 41.     (W)   SCALED
 AI7006* NAVD 88 ORTHO HEIGHT -     5.597 (meters)       18.36  (feet) ADJUSTED
 AI7006  ______________________________________________________________________
 AI7006  GEOID HEIGHT    -        -28.519 (meters)                     GEOID18
 AI7006  DYNAMIC HEIGHT  -          5.589 (meters)       18.34  (feet) COMP
 AI7006  MODELED GRAVITY -    979,276.6   (mgal)                       NAVD 88
 AI7006
 AI7006  VERT ORDER      -  SECOND    CLASS I
 AI7006
 AI7006.The horizontal coordinates were scaled from a map and have
 AI7006.an estimated accuracy of +/- 6 seconds.
 AI7006
 AI7006.The orthometric height was determined by differential leveling and
 AI7006.adjusted by the NATIONAL GEODETIC SURVEY
 AI7006.in April 2001.
 AI7006
 AI7006.No vertical observational check was made to the station.
 AI7006
 AI7006.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7006.GEOID18 height accuracy estimate available here.
 AI7006
 AI7006.Click photographs - Photos may exist for this station.
 AI7006
 AI7006.The dynamic height is computed by dividing the NAVD 88
 AI7006.geopotential number by the normal gravity value computed on the
 AI7006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7006.degrees latitude (g = 980.6199 gals.).
 AI7006
 AI7006.The modeled gravity was interpolated from observed gravity values.
 AI7006
 AI7006;                    North         East    Units  Estimated Accuracy
 AI7006;SPC FL E     -   577,820.      143,980.      MT  (+/- 180 meters Scaled)
 AI7006
 AI7006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN439687(NAD 83)
 AI7006
 AI7006                          SUPERSEDED SURVEY CONTROL
 AI7006
 AI7006.No superseded survey control is available for this station.
 AI7006
 AI7006_MARKER: DB = BENCH MARK DISK
 AI7006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7006_STAMPING: 21 RJN 1967
 AI7006_MARK LOGO: USGS
 AI7006_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7006+STABILITY: SURFACE MOTION
 AI7006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7006+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1993
 AI7006
 AI7006  HISTORY     - Date     Condition        Report By
 AI7006  HISTORY     - 1967     MONUMENTED       USGS
 AI7006  HISTORY     - 19931211 GOOD             FLDEP
 AI7006
 AI7006                          STATION DESCRIPTION
 AI7006
 AI7006'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7006'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTHEAST OF THE TOWN OF SATSUMA IN
 AI7006'PUTNAM COUNTY, SECTION 16 TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH
 AI7006'THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S. HIGHWAY 17 IN
 AI7006'SATSUMA. GO SOUTH ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE T
 AI7006'JUNCTION OF SISCO ROAD ON THE LEFT AND U.S. HIGHWAY 17.  TURN LEFT AND
 AI7006'GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO A DIRT ROAD ON THE
 AI7006'LEFT, TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.05 MI (0.08
 AI7006'KM) TO A LOCKED WOODEN GATE (CONTACT D.E.P. AT 904-488-2427 FOR A
 AI7006'KEY), CONTINUE THROUGH THE GATE NORTHEASTERLY ON THE DIRT ROAD FOR
 AI7006'2.55 MI (4.10 KM) TO THE Y JUNCTION OF A DIRT ROAD ON THE LEFT
 AI7006'(LEADING NORTHWESTERLY), AND THE MARK ON THE LEFT. THE MARK IS LOCATED
 AI7006'33.5 FT (10.2 M) WEST FROM THE APROXOMENT CENTER LINE OF THE DIRT
 AI7006'ROAD, 10.0 FT (3.0 M) NORTHWEST OF A 6 INCH PINE TREE, AND 0.5 FT
 AI7006'(15.2 CM) NORTHEAST OF A METAL WITNESS POST.  SET IN TOP OF A SQUARE
 AI7006'CONCRETE MONUMENT.  PROJECTING 0.3 FT (9.1 CM) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6922 ***********************************************************************
 DR6922  HT_MOD      -  This is a Height Modernization Survey Station.
 DR6922  DESIGNATION -  21-134-1
 DR6922  PID         -  DR6922
 DR6922  STATE/COUNTY-  FL/DUVAL
 DR6922  COUNTRY     -  US
 DR6922  USGS QUAD   -  ARLINGTON (2018)
 DR6922
 DR6922                         *CURRENT SURVEY CONTROL
 DR6922  ______________________________________________________________________
 DR6922* NAD 83(2011) POSITION- 30 21 26.70795(N) 081 37 19.72641(W)   ADJUSTED
 DR6922* NAD 83(2011) ELLIP HT-   -26.557 (meters)        (08/17/21)   ADJUSTED
 DR6922* NAD 83(2011) EPOCH   -  2010.00
 DR6922* NAVD 88 ORTHO HEIGHT -     1.74  (meters)        5.7   (feet) GPS OBS
 DR6922  ______________________________________________________________________
 DR6922  GEOID HEIGHT    -        -28.305 (meters)                     GEOID18
 DR6922  NAD 83(2011) X  -    802,565.151 (meters)                     COMP
 DR6922  NAD 83(2011) Y  - -5,449,535.147 (meters)                     COMP
 DR6922  NAD 83(2011) Z  -  3,204,611.814 (meters)                     COMP
 DR6922  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 DR6922
 DR6922  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6922  Standards:
 DR6922         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6922            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6922  -------------------------------------------------------------------
 DR6922  NETWORK    1.02   3.45           0.44   0.39   1.76     -0.18204405
 DR6922  -------------------------------------------------------------------
 DR6922  Click here for local accuracies and other accuracy information.
 DR6922
 DR6922.The horizontal coordinates were established by GPS observations
 DR6922.and adjusted by the DEGROVE SURVEYORS INCORPORATED in August 2021.
 DR6922
 DR6922.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6922.been affixed to the stable North American tectonic plate. See 
 DR6922.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6922
 DR6922.The horizontal coordinates are valid at the epoch date displayed above
 DR6922.which is a decimal equivalence of Year/Month/Day.
 DR6922
 DR6922.The orthometric height was determined by GPS observations and a
 DR6922.high-resolution geoid model using precise GPS observation and
 DR6922.processing techniques.
 DR6922
 DR6922.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6922.GEOID18 height accuracy estimate available here.
 DR6922
 DR6922.Click photographs - Photos may exist for this station.
 DR6922
 DR6922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6922
 DR6922.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6922
 DR6922.The ellipsoidal height was determined by GPS observations
 DR6922.and is referenced to NAD 83.
 DR6922
 DR6922. The following values were computed from the NAD 83(2011) position.
 DR6922
 DR6922;                    North         East     Units Scale Factor Converg.
 DR6922;SPC FL E     -   667,651.216   140,190.642   MT  0.99998529   -0 18 52.0
 DR6922;SPC FL E     - 2,190,452.36    459,942.13   sFT  0.99998529   -0 18 52.0
 DR6922;UTM  17      - 3,358,555.397   440,211.048   MT  0.99964410   -0 18 52.0
 DR6922
 DR6922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6922!SPC FL E     -   1.00000417  x   0.99998529  =   0.99998946
 DR6922!UTM  17      -   1.00000417  x   0.99964410  =   0.99964827
 DR6922
 DR6922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4021158555(NAD 83)
 DR6922
 DR6922                          SUPERSEDED SURVEY CONTROL
 DR6922
 DR6922.No superseded survey control is available for this station.
 DR6922
 DR6922_MARKER: DV = VERTICAL CONTROL DISK
 DR6922_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR6922+WITH SETTING: INFORMATION.
 DR6922_STAMPING: 21-134-1 JAX FL
 DR6922_MARK LOGO: USACE
 DR6922_PROJECTION: FLUSH
 DR6922_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR6922_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6922+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 DR6922_ROD/PIPE-DEPTH: 1.5 meters
 DR6922
 DR6922  HISTORY     - Date     Condition        Report By
 DR6922  HISTORY     - 20210622 MONUMENTED       DEGROV
 DR6922
 DR6922                          STATION DESCRIPTION
 DR6922
 DR6922'DESCRIBED BY DEGROVE SURVEYORS INCORPORATED 2021 (MN)
 DR6922'THE MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) NORTHEAST OF JACKSONVILLE,
 DR6922'2.0 MI (3.2 KM) NORTH OF THE MATTHEWS BRIDGE, AT THE ARMY CORPS OF
 DR6922'ENGINEERS OPERATIONS DEPOT, IN JACKSONVILLE, FLORIDA.
 DR6922'
 DR6922'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 AND 20TH
 DR6922'STREET EXPRESSWAY IN JACKSONVILLE, GO SOUTH ON INTERSTATE 95 FOR 0.6
 DR6922'MI (1.0 KM) TO THE INTERSECTION OF EIGHTH STREET.  TURN LEFT ON EIGHTH
 DR6922'STREET AND GO EAST FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF TALLEYRAND
 DR6922'AVENUE ON THE LEFT.  TURN LEFT ON TALLEYRAND AVENUE AND GO NORTH FOR
 DR6922'0.8 MI (1.3 KM) TO THE DREDGE DEPOT ENTRANCE LOCATED IN THE 2700 BLOCK
 DR6922'OF TALLYRAND AVENUE.  THENCE TURN LEFT INTO THE DREDGE DEPOT ENTRANCE
 DR6922'AND CONTINUE EAST FOR 0.25 MI (0.40 KM) TO A 3/4 INCH (19 MM) PIPE
 DR6922'DRIVEN TO REFUSAL WITH A USACE DISK RECESSED 0.05 FT (2 CM) BELOW THE
 DR6922'GROUND.
 DR6922'
 DR6922'LOCATED 12.3 FT (3.7 M) WEST OF AN ELECTRIC GATE, 5.6 FT (1.7 M) SOUTH
 DR6922'OF A 8 FT (2.4 M) CHAIN LINK FENCE, 58.0 FT (17.7 M) NORTH OF THE
 DR6922'NORTHWEST CORNER OF THE SECURITY/CHECK-IN BUILDING, 24.5 FT (7.5 M)
 DR6922'NORTHEAST OF A WOOD POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6923 ***********************************************************************
 DR6923  HT_MOD      -  This is a Height Modernization Survey Station.
 DR6923  DESIGNATION -  21-134-2
 DR6923  PID         -  DR6923
 DR6923  STATE/COUNTY-  FL/DUVAL
 DR6923  COUNTRY     -  US
 DR6923  USGS QUAD   -  ARLINGTON (2018)
 DR6923
 DR6923                         *CURRENT SURVEY CONTROL
 DR6923  ______________________________________________________________________
 DR6923* NAD 83(2011) POSITION- 30 21 26.75370(N) 081 37 18.12840(W)   ADJUSTED
 DR6923* NAD 83(2011) ELLIP HT-   -26.781 (meters)        (08/17/21)   ADJUSTED
 DR6923* NAD 83(2011) EPOCH   -  2010.00
 DR6923* NAVD 88 ORTHO HEIGHT -     1.51  (meters)        5.0   (feet) GPS OBS
 DR6923  ______________________________________________________________________
 DR6923  GEOID HEIGHT    -        -28.305 (meters)                     GEOID18
 DR6923  NAD 83(2011) X  -    802,607.239 (meters)                     COMP
 DR6923  NAD 83(2011) Y  - -5,449,528.034 (meters)                     COMP
 DR6923  NAD 83(2011) Z  -  3,204,612.917 (meters)                     COMP
 DR6923  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 DR6923
 DR6923  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6923  Standards:
 DR6923         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6923            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6923  -------------------------------------------------------------------
 DR6923  NETWORK    0.87   2.92           0.37   0.34   1.49     -0.21774600
 DR6923  -------------------------------------------------------------------
 DR6923  Click here for local accuracies and other accuracy information.
 DR6923
 DR6923.The horizontal coordinates were established by GPS observations
 DR6923.and adjusted by the DEGROVE SURVEYORS INCORPORATED in August 2021.
 DR6923
 DR6923.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6923.been affixed to the stable North American tectonic plate. See 
 DR6923.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6923
 DR6923.The horizontal coordinates are valid at the epoch date displayed above
 DR6923.which is a decimal equivalence of Year/Month/Day.
 DR6923
 DR6923.The orthometric height was determined by GPS observations and a
 DR6923.high-resolution geoid model using precise GPS observation and
 DR6923.processing techniques.
 DR6923
 DR6923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6923.GEOID18 height accuracy estimate available here.
 DR6923
 DR6923.Click photographs - Photos may exist for this station.
 DR6923
 DR6923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6923
 DR6923.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6923
 DR6923.The ellipsoidal height was determined by GPS observations
 DR6923.and is referenced to NAD 83.
 DR6923
 DR6923. The following values were computed from the NAD 83(2011) position.
 DR6923
 DR6923;                    North         East     Units Scale Factor Converg.
 DR6923;SPC FL E     -   667,652.390   140,233.323   MT  0.99998523   -0 18 51.2
 DR6923;SPC FL E     - 2,190,456.22    460,082.16   sFT  0.99998523   -0 18 51.2
 DR6923;UTM  17      - 3,358,556.572   440,253.715   MT  0.99964404   -0 18 51.2
 DR6923
 DR6923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6923!SPC FL E     -   1.00000421  x   0.99998523  =   0.99998944
 DR6923!UTM  17      -   1.00000421  x   0.99964404  =   0.99964824
 DR6923
 DR6923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4025358556(NAD 83)
 DR6923
 DR6923                          SUPERSEDED SURVEY CONTROL
 DR6923
 DR6923.No superseded survey control is available for this station.
 DR6923
 DR6923_MARKER: DV = VERTICAL CONTROL DISK
 DR6923_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR6923+WITH SETTING: INFORMATION.
 DR6923_STAMPING: 21-134-2 JAX FL
 DR6923_MARK LOGO: USACE
 DR6923_PROJECTION: FLUSH
 DR6923_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR6923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6923+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 DR6923_ROD/PIPE-DEPTH: 1.5 meters
 DR6923
 DR6923  HISTORY     - Date     Condition        Report By
 DR6923  HISTORY     - 20210622 MONUMENTED       DEGROV
 DR6923
 DR6923                          STATION DESCRIPTION
 DR6923
 DR6923'DESCRIBED BY DEGROVE SURVEYORS INCORPORATED 2021 (MN)
 DR6923'THE MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) NORTHEAST OF JACKSONVILLE,
 DR6923'2.0 MI (3.2 KM) NORTH OF THE MATTHEWS BRIDGE, AT THE ARMY CORPS OF
 DR6923'ENGINEERS OPERATIONS DEPOT, IN JACKSONVILLE, FLORIDA.
 DR6923'
 DR6923'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 AND 20TH
 DR6923'STREET EXPRESSWAY IN JACKSONVILLE, GO SOUTH ON INTERSTATE 95 FOR 0.6
 DR6923'MI (1.0 KM) TO THE INTERSECTION OF EIGHTH STREET.  TURN LEFT ON EIGHTH
 DR6923'STREET AND GO EAST FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF TALLEYRAND
 DR6923'AVENUE ON THE LEFT.  TURN LEFT ON TALLEYRAND AVENUE AND GO NORTH FOR
 DR6923'0.8 MI (1.3 KM) TO THE DREDGE DEPOT ENTRANCE LOCATED IN THE 2700 BLOCK
 DR6923'OF TALLYRAND AVENUE.  THENCE TURN LEFT INTO THE DREDGE DEPOT ENTRANCE
 DR6923'AND CONTINUE EAST FOR 0.29 MI (0.47 KM) TO A 3/4 INCH (19 MM) PIPE
 DR6923'DRIVEN TO REFUSAL WITH A USACE DISK RECESSED 0.075 FT (2 CM) BELOW THE
 DR6923'GROUND.
 DR6923'
 DR6923'LOCATED 26.6 FT (8.1 M) WEST-NORTHWEST OF THE NORTHEAST CORNER OF A 32
 DR6923'FT (9.8 M) BY 32 FT (9.8 M) OFFICE TRAILER, 4.3 FT (1.3 M) SOUTH OF A
 DR6923'8 FT (2.4 M) CHAIN LINK FENCE, 95.0 FT (29.0 M) WEST-NORTHWEST OF THE
 DR6923'NORTHWEST CORNER OF THE LARGE DREDGE DEPOT BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6924 ***********************************************************************
 DR6924  HT_MOD      -  This is a Height Modernization Survey Station.
 DR6924  DESIGNATION -  21-134-3
 DR6924  PID         -  DR6924
 DR6924  STATE/COUNTY-  FL/DUVAL
 DR6924  COUNTRY     -  US
 DR6924  USGS QUAD   -  ARLINGTON (2018)
 DR6924
 DR6924                         *CURRENT SURVEY CONTROL
 DR6924  ______________________________________________________________________
 DR6924* NAD 83(2011) POSITION- 30 21 25.52341(N) 081 37 18.23157(W)   ADJUSTED
 DR6924* NAD 83(2011) ELLIP HT-   -26.444 (meters)        (08/17/21)   ADJUSTED
 DR6924* NAD 83(2011) EPOCH   -  2010.00
 DR6924* NAVD 88 ORTHO HEIGHT -     1.85  (meters)        6.1   (feet) GPS OBS
 DR6924  ______________________________________________________________________
 DR6924  GEOID HEIGHT    -        -28.305 (meters)                     GEOID18
 DR6924  NAD 83(2011) X  -    802,607.345 (meters)                     COMP
 DR6924  NAD 83(2011) Y  - -5,449,547.665 (meters)                     COMP
 DR6924  NAD 83(2011) Z  -  3,204,580.396 (meters)                     COMP
 DR6924  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 DR6924
 DR6924  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6924  Standards:
 DR6924         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6924            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6924  -------------------------------------------------------------------
 DR6924  NETWORK    1.11   3.57           0.48   0.42   1.82     -0.20874897
 DR6924  -------------------------------------------------------------------
 DR6924  Click here for local accuracies and other accuracy information.
 DR6924
 DR6924.The horizontal coordinates were established by GPS observations
 DR6924.and adjusted by the DEGROVE SURVEYORS INCORPORATED in August 2021.
 DR6924
 DR6924.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6924.been affixed to the stable North American tectonic plate. See 
 DR6924.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6924
 DR6924.The horizontal coordinates are valid at the epoch date displayed above
 DR6924.which is a decimal equivalence of Year/Month/Day.
 DR6924
 DR6924.The orthometric height was determined by GPS observations and a
 DR6924.high-resolution geoid model using precise GPS observation and
 DR6924.processing techniques.
 DR6924
 DR6924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6924.GEOID18 height accuracy estimate available here.
 DR6924
 DR6924.Click photographs - Photos may exist for this station.
 DR6924
 DR6924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6924
 DR6924.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6924
 DR6924.The ellipsoidal height was determined by GPS observations
 DR6924.and is referenced to NAD 83.
 DR6924
 DR6924. The following values were computed from the NAD 83(2011) position.
 DR6924
 DR6924;                    North         East     Units Scale Factor Converg.
 DR6924;SPC FL E     -   667,614.521   140,230.360   MT  0.99998523   -0 18 51.2
 DR6924;SPC FL E     - 2,190,331.97    460,072.44   sFT  0.99998523   -0 18 51.2
 DR6924;UTM  17      - 3,358,518.715   440,250.754   MT  0.99964404   -0 18 51.2
 DR6924
 DR6924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6924!SPC FL E     -   1.00000415  x   0.99998523  =   0.99998938
 DR6924!UTM  17      -   1.00000415  x   0.99964404  =   0.99964819
 DR6924
 DR6924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4025058518(NAD 83)
 DR6924
 DR6924                          SUPERSEDED SURVEY CONTROL
 DR6924
 DR6924.No superseded survey control is available for this station.
 DR6924
 DR6924_MARKER: DV = VERTICAL CONTROL DISK
 DR6924_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR6924+WITH SETTING: INFORMATION.
 DR6924_STAMPING: 21-134-3 JAX FL
 DR6924_MARK LOGO: USACE
 DR6924_PROJECTION: FLUSH
 DR6924_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR6924_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6924+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 DR6924_ROD/PIPE-DEPTH: 1.5 meters
 DR6924
 DR6924  HISTORY     - Date     Condition        Report By
 DR6924  HISTORY     - 20210622 MONUMENTED       DEGROV
 DR6924
 DR6924                          STATION DESCRIPTION
 DR6924
 DR6924'DESCRIBED BY DEGROVE SURVEYORS INCORPORATED 2021 (MN)
 DR6924'THE MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) NORTHEAST OF JACKSONVILLE,
 DR6924'2.0 MI (3.2 KM) NORTH OF THE MATTHEWS BRIDGE, AT THE ARMY CORPS OF
 DR6924'ENGINEERS OPERATIONS DEPOT, IN JACKSONVILLE, FLORIDA.
 DR6924'
 DR6924'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 AND 20TH
 DR6924'STREET EXPRESSWAY IN JACKSONVILLE, GO SOUTH ON INTERSTATE 95 FOR 0.6
 DR6924'MI (1.0 KM) TO THE INTERSECTION OF EIGHTH STREET.  TURN LEFT ON EIGHTH
 DR6924'STREET AND GO EAST FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF TALLEYRAND
 DR6924'AVENUE ON THE LEFT.  TURN LEFT ON TALLEYRAND AVENUE AND GO NORTH FOR
 DR6924'0.8 MI (1.3 KM) TO THE DREDGE DEPOT ENTRANCE LOCATED IN THE 2700 BLOCK
 DR6924'OF TALLYRAND AVENUE.  THENCE TURN LEFT INTO THE DREDGE DEPOT ENTRANCE
 DR6924'AND CONTINUE EAST FOR 0.29 MI (0.47 KM) TO A 3/4 INCH (19 MM) PIPE
 DR6924'DRIVEN TO REFUSAL WITH A USACE DISK FLUSH WITH THE GROUND.
 DR6924'
 DR6924'LOCATED 87.0 FT (26.5 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DR6924'32 FT (9.8 M) BY 32 FT (9.8 M) OFFICE TRAILER, 85.0 FT (25.9 M)
 DR6924'SOUTHEAST OF THE NORTHEAST CORNER OF THE SECURITY/CHECK-IN BUILDING,
 DR6924'108.3 FT (33.0 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE LARGE
 DR6924'DREDGE DEPOT BUILDING, 4.2 FT (1.3 M) NORTH OF A 8 FT (2.4 M) CHAIN
 DR6924'LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6925 ***********************************************************************
 DR6925  HT_MOD      -  This is a Height Modernization Survey Station.
 DR6925  DESIGNATION -  21-134-4
 DR6925  PID         -  DR6925
 DR6925  STATE/COUNTY-  FL/DUVAL
 DR6925  COUNTRY     -  US
 DR6925  USGS QUAD   -  ARLINGTON (2018)
 DR6925
 DR6925                         *CURRENT SURVEY CONTROL
 DR6925  ______________________________________________________________________
 DR6925* NAD 83(2011) POSITION- 30 21 25.27243(N) 081 37 16.60028(W)   ADJUSTED
 DR6925* NAD 83(2011) ELLIP HT-   -26.452 (meters)        (08/17/21)   ADJUSTED
 DR6925* NAD 83(2011) EPOCH   -  2010.00
 DR6925* NAVD 88 ORTHO HEIGHT -     1.84  (meters)        6.0   (feet) GPS OBS
 DR6925  ______________________________________________________________________
 DR6925  GEOID HEIGHT    -        -28.306 (meters)                     GEOID18
 DR6925  NAD 83(2011) X  -    802,651.012 (meters)                     COMP
 DR6925  NAD 83(2011) Y  - -5,449,545.175 (meters)                     COMP
 DR6925  NAD 83(2011) Z  -  3,204,573.723 (meters)                     COMP
 DR6925  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 DR6925
 DR6925  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6925  Standards:
 DR6925         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6925            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6925  -------------------------------------------------------------------
 DR6925  NETWORK    1.04   3.16           0.44   0.40   1.61     -0.23127881
 DR6925  -------------------------------------------------------------------
 DR6925  Click here for local accuracies and other accuracy information.
 DR6925
 DR6925.The horizontal coordinates were established by GPS observations
 DR6925.and adjusted by the DEGROVE SURVEYORS INCORPORATED in August 2021.
 DR6925
 DR6925.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6925.been affixed to the stable North American tectonic plate. See 
 DR6925.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6925
 DR6925.The horizontal coordinates are valid at the epoch date displayed above
 DR6925.which is a decimal equivalence of Year/Month/Day.
 DR6925
 DR6925.The orthometric height was determined by GPS observations and a
 DR6925.high-resolution geoid model using precise GPS observation and
 DR6925.processing techniques.
 DR6925
 DR6925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6925.GEOID18 height accuracy estimate available here.
 DR6925
 DR6925.Click photographs - Photos may exist for this station.
 DR6925
 DR6925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6925
 DR6925.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6925
 DR6925.The ellipsoidal height was determined by GPS observations
 DR6925.and is referenced to NAD 83.
 DR6925
 DR6925. The following values were computed from the NAD 83(2011) position.
 DR6925
 DR6925;                    North         East     Units Scale Factor Converg.
 DR6925;SPC FL E     -   667,606.554   140,273.881   MT  0.99998517   -0 18 50.4
 DR6925;SPC FL E     - 2,190,305.84    460,215.22   sFT  0.99998517   -0 18 50.4
 DR6925;UTM  17      - 3,358,510.751   440,294.259   MT  0.99964398   -0 18 50.4
 DR6925
 DR6925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6925!SPC FL E     -   1.00000415  x   0.99998517  =   0.99998932
 DR6925!UTM  17      -   1.00000415  x   0.99964398  =   0.99964813
 DR6925
 DR6925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4029458510(NAD 83)
 DR6925
 DR6925                          SUPERSEDED SURVEY CONTROL
 DR6925
 DR6925.No superseded survey control is available for this station.
 DR6925
 DR6925_MARKER: DV = VERTICAL CONTROL DISK
 DR6925_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR6925+WITH SETTING: INFORMATION.
 DR6925_STAMPING: 21-134-4 JAX FL
 DR6925_MARK LOGO: USACE
 DR6925_PROJECTION: FLUSH
 DR6925_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR6925_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6925+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 DR6925_ROD/PIPE-DEPTH: 1.5 meters
 DR6925
 DR6925  HISTORY     - Date     Condition        Report By
 DR6925  HISTORY     - 20210622 MONUMENTED       DEGROV
 DR6925
 DR6925                          STATION DESCRIPTION
 DR6925
 DR6925'DESCRIBED BY DEGROVE SURVEYORS INCORPORATED 2021 (MN)
 DR6925'THE MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) NORTHEAST OF JACKSONVILLE,
 DR6925'2.0 MI (3.2 KM) NORTH OF THE MATTHEWS BRIDGE, AT THE ARMY CORPS OF
 DR6925'ENGINEERS OPERATIONS DEPOT, IN JACKSONVILLE, FLORIDA.
 DR6925'
 DR6925'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 AND 20TH
 DR6925'STREET EXPRESSWAY IN JACKSONVILLE, GO SOUTH ON INTERSTATE 95 FOR 0.6
 DR6925'MI (1.0 KM) TO THE INTERSECTION OF EIGHTH STREET.  TURN LEFT ON EIGHTH
 DR6925'STREET AND GO EAST FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF TALLEYRAND
 DR6925'AVENUE ON THE LEFT.  TURN LEFT ON TALLEYRAND AVENUE AND GO NORTH FOR
 DR6925'0.8 MI (1.3 KM) TO THE DREDGE DEPOT ENTRANCE LOCATED IN THE 2700 BLOCK
 DR6925'OF TALLYRAND AVENUE.  THENCE TURN LEFT INTO THE DREDGE DEPOT ENTRANCE
 DR6925'AND CONTINUE EAST FOR 0.29 MI (0.47 KM) TO A 3/4 INCH (19 MM) PIPE
 DR6925'DRIVEN TO REFUSAL WITH A USACE DISK RECESSED 0.06 FT (2 CM) BELOW THE
 DR6925'GROUND.
 DR6925'
 DR6925'LOCATED 58.5 FT (17.8 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 DR6925'LARGE DREDGE DEPOT BUILDING, 103.3 FT (31.5 M) WEST OF A WATER VALVE,
 DR6925'3.8 FT (1.2 M) NORTH OF A 8 FT (2.4 M) CHAIN LINK FENCE, 47.0 FT (14.3
 DR6925'M) WEST-NORTHWEST OF AN ANGLE POINT IN THE 8 FT (2.4 M) CHAIN LINK
 DR6925'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6928 ***********************************************************************
 DR6928  HT_MOD      -  This is a Height Modernization Survey Station.
 DR6928  DESIGNATION -  21-134-7
 DR6928  PID         -  DR6928
 DR6928  STATE/COUNTY-  FL/DUVAL
 DR6928  COUNTRY     -  US
 DR6928  USGS QUAD   -  ARLINGTON (2018)
 DR6928
 DR6928                         *CURRENT SURVEY CONTROL
 DR6928  ______________________________________________________________________
 DR6928* NAD 83(2011) POSITION- 30 21 26.63831(N) 081 37 13.04872(W)   ADJUSTED
 DR6928* NAD 83(2011) ELLIP HT-   -26.635 (meters)        (08/17/21)   ADJUSTED
 DR6928* NAD 83(2011) EPOCH   -  2010.00
 DR6928* NAVD 88 ORTHO HEIGHT -     1.66  (meters)        5.4   (feet) GPS OBS
 DR6928  ______________________________________________________________________
 DR6928  GEOID HEIGHT    -        -28.307 (meters)                     GEOID18
 DR6928  NAD 83(2011) X  -    802,741.724 (meters)                     COMP
 DR6928  NAD 83(2011) Y  - -5,449,510.168 (meters)                     COMP
 DR6928  NAD 83(2011) Z  -  3,204,609.924 (meters)                     COMP
 DR6928  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 DR6928
 DR6928  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6928  Standards:
 DR6928         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6928            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6928  -------------------------------------------------------------------
 DR6928  NETWORK    1.03   3.27           0.45   0.38   1.67     -0.18018442
 DR6928  -------------------------------------------------------------------
 DR6928  Click here for local accuracies and other accuracy information.
 DR6928
 DR6928.The horizontal coordinates were established by GPS observations
 DR6928.and adjusted by the DEGROVE SURVEYORS INCORPORATED in August 2021.
 DR6928
 DR6928.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6928.been affixed to the stable North American tectonic plate. See 
 DR6928.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6928
 DR6928.The horizontal coordinates are valid at the epoch date displayed above
 DR6928.which is a decimal equivalence of Year/Month/Day.
 DR6928
 DR6928.The orthometric height was determined by GPS observations and a
 DR6928.high-resolution geoid model using precise GPS observation and
 DR6928.processing techniques.
 DR6928
 DR6928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6928.GEOID18 height accuracy estimate available here.
 DR6928
 DR6928.Click photographs - Photos may exist for this station.
 DR6928
 DR6928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6928
 DR6928.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6928
 DR6928.The ellipsoidal height was determined by GPS observations
 DR6928.and is referenced to NAD 83.
 DR6928
 DR6928. The following values were computed from the NAD 83(2011) position.
 DR6928
 DR6928;                    North         East     Units Scale Factor Converg.
 DR6928;SPC FL E     -   667,648.094   140,368.954   MT  0.99998503   -0 18 48.6
 DR6928;SPC FL E     - 2,190,442.12    460,527.14   sFT  0.99998503   -0 18 48.6
 DR6928;UTM  17      - 3,358,552.277   440,389.299   MT  0.99964384   -0 18 48.6
 DR6928
 DR6928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6928!SPC FL E     -   1.00000418  x   0.99998503  =   0.99998921
 DR6928!UTM  17      -   1.00000418  x   0.99964384  =   0.99964802
 DR6928
 DR6928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4038958552(NAD 83)
 DR6928
 DR6928                          SUPERSEDED SURVEY CONTROL
 DR6928
 DR6928.No superseded survey control is available for this station.
 DR6928
 DR6928_MARKER: DV = VERTICAL CONTROL DISK
 DR6928_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR6928+WITH SETTING: INFORMATION.
 DR6928_STAMPING: 21-134-7 JAX FL
 DR6928_MARK LOGO: USACE
 DR6928_PROJECTION: FLUSH
 DR6928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR6928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6928+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 DR6928_ROD/PIPE-DEPTH: 1.5 meters
 DR6928
 DR6928  HISTORY     - Date     Condition        Report By
 DR6928  HISTORY     - 20210622 MONUMENTED       DEGROV
 DR6928
 DR6928                          STATION DESCRIPTION
 DR6928
 DR6928'DESCRIBED BY DEGROVE SURVEYORS INCORPORATED 2021 (MN)
 DR6928'THE MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) NORTHEAST OF JACKSONVILLE,
 DR6928'2.0 MI (3.2 KM) NORTH OF THE MATTHEWS BRIDGE, AT THE ARMY CORPS OF
 DR6928'ENGINEERS OPERATIONS DEPOT, IN JACKSONVILLE, FLORIDA.
 DR6928'
 DR6928'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 AND 20TH
 DR6928'STREET EXPRESSWAY IN JACKSONVILLE, GO SOUTH ON INTERSTATE 95 FOR 0.6
 DR6928'MI (1.0 KM) TO THE INTERSECTION OF EIGHTH STREET.  TURN LEFT ON EIGHTH
 DR6928'STREET AND GO EAST FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF TALLEYRAND
 DR6928'AVENUE ON THE LEFT.  TURN LEFT ON TALLEYRAND AVENUE AND GO NORTH FOR
 DR6928'0.8 MI (1.3 KM) TO THE DREDGE DEPOT ENTRANCE LOCATED IN THE 2700 BLOCK
 DR6928'OF TALLYRAND AVENUE.  THENCE TURN LEFT INTO THE DREDGE DEPOT ENTRANCE
 DR6928'AND CONTINUE EAST FOR 0.36 MI (0.58 KM) TO A 3/4 INCH (19 MM) PIPE
 DR6928'DRIVEN TO REFUSAL WITH A USACE DISK RECESSED 0.02 FT (1 CM) BELOW THE
 DR6928'GROUND.
 DR6928'
 DR6928'LOCATED 52.0 FT (15.8 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE
 DR6928'LARGE DREDGE DEPOT BUILDING, 97.2 FT (29.6 M) NORTHEAST OF THE
 DR6928'SOUTHEAST CORNER OF THE LARGE DREDGE DEPOT BUILDING, 5.8 FT (1.8 M)
 DR6928'WEST OF A 8 FT (2.4 M) CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6929 ***********************************************************************
 DR6929  HT_MOD      -  This is a Height Modernization Survey Station.
 DR6929  DESIGNATION -  21-134-8
 DR6929  PID         -  DR6929
 DR6929  STATE/COUNTY-  FL/DUVAL
 DR6929  COUNTRY     -  US
 DR6929  USGS QUAD   -  ARLINGTON (2018)
 DR6929
 DR6929                         *CURRENT SURVEY CONTROL
 DR6929  ______________________________________________________________________
 DR6929* NAD 83(2011) POSITION- 30 21 25.35588(N) 081 37 12.77509(W)   ADJUSTED
 DR6929* NAD 83(2011) ELLIP HT-   -26.400 (meters)        (08/17/21)   ADJUSTED
 DR6929* NAD 83(2011) EPOCH   -  2010.00
 DR6929* NAVD 88 ORTHO HEIGHT -     1.90  (meters)        6.2   (feet) GPS OBS
 DR6929  ______________________________________________________________________
 DR6929  GEOID HEIGHT    -        -28.307 (meters)                     GEOID18
 DR6929  NAD 83(2011) X  -    802,751.891 (meters)                     COMP
 DR6929  NAD 83(2011) Y  - -5,449,529.048 (meters)                     COMP
 DR6929  NAD 83(2011) Z  -  3,204,575.967 (meters)                     COMP
 DR6929  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 DR6929
 DR6929  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR6929  Standards:
 DR6929         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR6929            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR6929  -------------------------------------------------------------------
 DR6929  NETWORK    1.03   3.16           0.44   0.40   1.61     -0.20706958
 DR6929  -------------------------------------------------------------------
 DR6929  Click here for local accuracies and other accuracy information.
 DR6929
 DR6929.The horizontal coordinates were established by GPS observations
 DR6929.and adjusted by the DEGROVE SURVEYORS INCORPORATED in August 2021.
 DR6929
 DR6929.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR6929.been affixed to the stable North American tectonic plate. See 
 DR6929.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR6929
 DR6929.The horizontal coordinates are valid at the epoch date displayed above
 DR6929.which is a decimal equivalence of Year/Month/Day.
 DR6929
 DR6929.The orthometric height was determined by GPS observations and a
 DR6929.high-resolution geoid model using precise GPS observation and
 DR6929.processing techniques.
 DR6929
 DR6929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6929.GEOID18 height accuracy estimate available here.
 DR6929
 DR6929.Click photographs - Photos may exist for this station.
 DR6929
 DR6929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR6929
 DR6929.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR6929
 DR6929.The ellipsoidal height was determined by GPS observations
 DR6929.and is referenced to NAD 83.
 DR6929
 DR6929. The following values were computed from the NAD 83(2011) position.
 DR6929
 DR6929;                    North         East     Units Scale Factor Converg.
 DR6929;SPC FL E     -   667,608.564   140,376.045   MT  0.99998502   -0 18 48.4
 DR6929;SPC FL E     - 2,190,312.43    460,550.41   sFT  0.99998502   -0 18 48.4
 DR6929;UTM  17      - 3,358,512.760   440,396.388   MT  0.99964383   -0 18 48.4
 DR6929
 DR6929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR6929!SPC FL E     -   1.00000415  x   0.99998502  =   0.99998917
 DR6929!UTM  17      -   1.00000415  x   0.99964383  =   0.99964797
 DR6929
 DR6929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4039658512(NAD 83)
 DR6929
 DR6929                          SUPERSEDED SURVEY CONTROL
 DR6929
 DR6929.No superseded survey control is available for this station.
 DR6929
 DR6929_MARKER: DV = VERTICAL CONTROL DISK
 DR6929_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR6929+WITH SETTING: INFORMATION.
 DR6929_STAMPING: 21-134-8 JAX FL
 DR6929_MARK LOGO: USACE
 DR6929_PROJECTION: FLUSH
 DR6929_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DR6929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR6929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6929+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2021
 DR6929_ROD/PIPE-DEPTH: 1.5 meters
 DR6929
 DR6929  HISTORY     - Date     Condition        Report By
 DR6929  HISTORY     - 20210622 MONUMENTED       DEGROV
 DR6929
 DR6929                          STATION DESCRIPTION
 DR6929
 DR6929'DESCRIBED BY DEGROVE SURVEYORS INCORPORATED 2021 (MN)
 DR6929'THE MARK IS LOCATED ABOUT 2.6 MI (4.2 KM) NORTHEAST OF JACKSONVILLE,
 DR6929'2.0 MI (3.2 KM) NORTH OF THE MATTHEWS BRIDGE, AT THE ARMY CORPS OF
 DR6929'ENGINEERS OPERATIONS DEPOT, IN JACKSONVILLE, FLORIDA.
 DR6929'
 DR6929'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 AND 20TH
 DR6929'STREET EXPRESSWAY IN JACKSONVILLE, GO SOUTH ON INTERSTATE 95 FOR 0.6
 DR6929'MI (1.0 KM) TO THE INTERSECTION OF EIGHTH STREET.  TURN LEFT ON EIGHTH
 DR6929'STREET AND GO EAST FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF TALLEYRAND
 DR6929'AVENUE ON THE LEFT.  TURN LEFT ON TALLEYRAND AVENUE AND GO NORTH FOR
 DR6929'0.8 MI (1.3 KM) TO THE DREDGE DEPOT ENTRANCE LOCATED IN THE 2700 BLOCK
 DR6929'OF TALLYRAND AVENUE.  THENCE TURN LEFT INTO THE DREDGE DEPOT ENTRANCE
 DR6929'AND CONTINUE EAST FOR 0.36 MI (0.58 KM) TO A 3/4 INCH (19 MM) PIPE
 DR6929'DRIVEN TO REFUSAL WITH A USACE DISK RECESSED 0.11 FT (3 CM) BELOW THE
 DR6929'GROUND.
 DR6929'
 DR6929'LOCATED 83.8 FT (25.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DR6929'LARGE DREDGE DEPOT BUILDING, 16.2 FT (4.9 M) NORTHWEST OF THE
 DR6929'SOUTHEAST CORNER OF A 8 FT (2.4 M) CHAIN LINK FENCE, 9.1 FT (2.8 M)
 DR6929'EAST-NORTHEAST OF A WATER VALVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7681 ***********************************************************************
 AG7681  DESIGNATION -  21.65 M CO
 AG7681  PID         -  AG7681
 AG7681  STATE/COUNTY-  FL/MANATEE
 AG7681  COUNTRY     -  US
 AG7681  USGS QUAD   -  PARRISH (2018)
 AG7681
 AG7681                         *CURRENT SURVEY CONTROL
 AG7681  ______________________________________________________________________
 AG7681* NAD 83(1986) POSITION- 27 32 07.     (N) 082 25 36.     (W)   SCALED
 AG7681* NAVD 88 ORTHO HEIGHT -     6.318 (meters)       20.73  (feet) ADJUSTED
 AG7681  ______________________________________________________________________
 AG7681  GEOID HEIGHT    -        -24.687 (meters)                     GEOID18
 AG7681  DYNAMIC HEIGHT  -          6.308 (meters)       20.70  (feet) COMP
 AG7681  MODELED GRAVITY -    979,138.6   (mgal)                       NAVD 88
 AG7681
 AG7681  VERT ORDER      -  SECOND    CLASS I
 AG7681
 AG7681.The horizontal coordinates were scaled from a map and have
 AG7681.an estimated accuracy of +/- 6 seconds.
 AG7681
 AG7681.The orthometric height was determined by differential leveling and
 AG7681.adjusted by the NATIONAL GEODETIC SURVEY
 AG7681.in June 1991.
 AG7681
 AG7681.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7681.GEOID18 height accuracy estimate available here.
 AG7681
 AG7681.Click photographs - Photos may exist for this station.
 AG7681
 AG7681.The dynamic height is computed by dividing the NAVD 88
 AG7681.geopotential number by the normal gravity value computed on the
 AG7681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7681.degrees latitude (g = 980.6199 gals.).
 AG7681
 AG7681.The modeled gravity was interpolated from observed gravity values.
 AG7681
 AG7681;                    North         East    Units  Estimated Accuracy
 AG7681;SPC FL W     -   354,790.      157,860.      MT  (+/- 180 meters Scaled)
 AG7681
 AG7681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL591465(NAD 83)
 AG7681
 AG7681                          SUPERSEDED SURVEY CONTROL
 AG7681
 AG7681.No superseded survey control is available for this station.
 AG7681
 AG7681_MARKER: DB = BENCH MARK DISK
 AG7681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7681_STAMPING: ELEV. 21.65
 AG7681_MARK LOGO: FL-081
 AG7681_PROJECTION: PROJECTING 30 CENTIMETERS
 AG7681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7681+STABILITY: SURFACE MOTION
 AG7681
 AG7681  HISTORY     - Date     Condition        Report By
 AG7681  HISTORY     - UNK      MONUMENTED       FL-081
 AG7681  HISTORY     - 1983     GOOD             FLDNR
 AG7681  HISTORY     - 20081106 GOOD             FL-081
 AG7681
 AG7681                          STATION DESCRIPTION
 AG7681
 AG7681'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7681'3.6 MI SOUTH FROM PARRISH.
 AG7681'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7681'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7681'2.4 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK IS NEAR THE
 AG7681'JUNCTION OF MULHOLLAND DRIVE, 41.6 FEET WEST OF THE CENTERLINE OF FORT
 AG7681'HAMER ROAD, 52 FEET NORTH OF THE CENTER OF A FENCE GATE, AND 15.5 FEET
 AG7681'NORTH OF ANCHOR POLE 52.
 AG7681
 AG7681                          STATION RECOVERY (2008)
 AG7681
 AG7681'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7681'ABOUT 3.6 MI (5.8 KM) SOUTH OF PARRISH.
 AG7681'
 AG7681'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 62 AND U.S. HIGHWAY 301,
 AG7681'GO SOUTH ON U.S. 301 FOR 1.2 MI (1.9 KM) TO THE Y-JUNCTION OF FORT
 AG7681'HAMER ROAD.  TURN LEFT AND GO SOUTH ON FORT HAMER ROAD FOR 2.4 MI (3.9
 AG7681'KM) TO THE MARK.
 AG7681'
 AG7681'IT IS NEAR THE JUNCTION OF MULHOLLAND DRIVE, 41.6 FT (12.7 M) WEST OF
 AG7681'THE CENTERLINE OF FORT HAMER ROAD, 52 FT (15.8 M) NORTH OF THE CENTER
 AG7681'OF A FENCE GATE, 180 FT (54.9 M) NORTH OF THE CENTERLINE OF MULHOLLAND
 AG7681'ROAD.  NO STAMPING EVIDENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0118 ***********************************************************************
 AG0118  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0118  DESIGNATION -  210 FLHD
 AG0118  PID         -  AG0118
 AG0118  STATE/COUNTY-  FL/PINELLAS
 AG0118  COUNTRY     -  US
 AG0118  USGS QUAD   -  SEMINOLE (2018)
 AG0118
 AG0118                         *CURRENT SURVEY CONTROL
 AG0118  ______________________________________________________________________
 AG0118* NAD 83(1986) POSITION- 27 48 22.38   (N) 082 47 44.37   (W)   HD_HELD1
 AG0118* NAVD 88 ORTHO HEIGHT -     6.353 (meters)       20.84  (feet) ADJUSTED
 AG0118  ______________________________________________________________________
 AG0118  GEOID HEIGHT    -        -24.356 (meters)                     GEOID18
 AG0118  DYNAMIC HEIGHT  -          6.344 (meters)       20.81  (feet) COMP
 AG0118  MODELED GRAVITY -    979,180.1   (mgal)                       NAVD 88
 AG0118
 AG0118  VERT ORDER      -  SECOND    CLASS I
 AG0118
 AG0118.The horizontal coordinates were determined by differentially corrected
 AG0118.hand held GPS observations or other comparable positioning techniques
 AG0118.and have an estimated accuracy of +/- 3 meters.
 AG0118
 AG0118.The orthometric height was determined by differential leveling and
 AG0118.adjusted by the NATIONAL GEODETIC SURVEY
 AG0118.in June 1991.
 AG0118
 AG0118.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0118.GEOID18 height accuracy estimate available here.
 AG0118
 AG0118.This Tidal Bench Mark is designated as VM 13559
 AG0118.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0118
 AG0118.Click photographs - Photos may exist for this station.
 AG0118
 AG0118.The dynamic height is computed by dividing the NAVD 88
 AG0118.geopotential number by the normal gravity value computed on the
 AG0118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0118.degrees latitude (g = 980.6199 gals.).
 AG0118
 AG0118.The modeled gravity was interpolated from observed gravity values.
 AG0118
 AG0118;                    North         East    Units  Estimated Accuracy
 AG0118;SPC FL W     -   384,989.5     121,601.2     MT  (+/- 3 meters HH1 GPS) 
 AG0118
 AG0118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2311577029(NAD 83)
 AG0118
 AG0118                          SUPERSEDED SURVEY CONTROL
 AG0118
 AG0118  NGVD 29 (??/??/92)    6.621  (m)           21.72   (f) ADJ UNCH    2 1
 AG0118
 AG0118.Superseded values are not recommended for survey control.
 AG0118
 AG0118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0118.See file dsdata.pdf to determine how the superseded data were derived.
 AG0118
 AG0118_MARKER: DD = SURVEY DISK
 AG0118_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0118_SP_SET: CONCRETE HANDRAIL
 AG0118_STAMPING: 210
 AG0118_MARK LOGO: FLSRD
 AG0118_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0118
 AG0118  HISTORY     - Date     Condition        Report By
 AG0118  HISTORY     - UNK      MONUMENTED       FLHD
 AG0118  HISTORY     - 1976     GOOD             FLDT
 AG0118  HISTORY     - 1977     GOOD             FL-103
 AG0118  HISTORY     - 1982     GOOD             FLDNR
 AG0118  HISTORY     - 1989     GOOD             USPSQD
 AG0118  HISTORY     - 20080924 GOOD             PINCPW
 AG0118
 AG0118                          STATION DESCRIPTION
 AG0118
 AG0118'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0118'AT MADIERA BEACH.
 AG0118'TO REACH THE STATION FROM THE JUNCTION OF GULF BLVD. (S.R. 699)
 AG0118'AND WELCH CAUSEWAY (S.R. 699), RUN EASTERLY ON WELCH CAUSEWAY
 AG0118'FOR 0.5 MILE TO THE SW CORNER OF BRIDGE.  STATION ON RIGHT, SET
 AG0118'IN TOP OF CONCRETE HANDRAIL.  SECTION 10, T31S, R15E.
 AG0118
 AG0118                          STATION RECOVERY (1977)
 AG0118
 AG0118'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0118'RECOVERED IN GOOD CONDITION.
 AG0118
 AG0118                          STATION RECOVERY (1982)
 AG0118
 AG0118'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0118'RECOVERED IN GOOD CONDITION.
 AG0118
 AG0118                          STATION RECOVERY (1989)
 AG0118
 AG0118'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0118'RECOVERED IN GOOD CONDITION.
 AG0118
 AG0118                          STATION RECOVERY (2008)
 AG0118
 AG0118'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0118'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8605 ***********************************************************************
 DN8605  DESIGNATION -  21006 A
 DN8605  PID         -  DN8605
 DN8605  STATE/COUNTY-  FL/CITRUS
 DN8605  COUNTRY     -  US
 DN8605  USGS QUAD   -  CRYSTAL RIVER (2018)
 DN8605
 DN8605                         *CURRENT SURVEY CONTROL
 DN8605  ______________________________________________________________________
 DN8605* NAD 83(1986) POSITION- 28 52 56.5    (N) 082 32 29.6    (W)   HD_HELD2
 DN8605* NAVD 88 ORTHO HEIGHT -     3.122 (meters)       10.24  (feet) ADJUSTED
 DN8605  ______________________________________________________________________
 DN8605  GEOID HEIGHT    -        -27.278 (meters)                     GEOID18
 DN8605  DYNAMIC HEIGHT  -          3.118 (meters)       10.23  (feet) COMP
 DN8605  MODELED GRAVITY -    979,224.9   (mgal)                       NAVD 88
 DN8605
 DN8605  VERT ORDER      -  SECOND    CLASS I
 DN8605
 DN8605.The horizontal coordinates were established by autonomous hand held GPS
 DN8605.observations and have an estimated accuracy of +/- 10 meters.
 DN8605
 DN8605.The orthometric height was determined by differential leveling and
 DN8605.adjusted by the NATIONAL GEODETIC SURVEY
 DN8605.in July 2012.
 DN8605
 DN8605.No vertical observational check was made to the station.
 DN8605
 DN8605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8605.GEOID18 height accuracy estimate available here.
 DN8605
 DN8605.Click photographs - Photos may exist for this station.
 DN8605
 DN8605.The dynamic height is computed by dividing the NAVD 88
 DN8605.geopotential number by the normal gravity value computed on the
 DN8605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8605.degrees latitude (g = 980.6199 gals.).
 DN8605
 DN8605.The modeled gravity was interpolated from observed gravity values.
 DN8605
 DN8605;                    North         East    Units  Estimated Accuracy
 DN8605;SPC FL W     -   504,113.      147,174.      MT  (+/- 10 meters HH2 GPS)
 DN8605
 DN8605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4967395929(NAD 83)
 DN8605
 DN8605                          SUPERSEDED SURVEY CONTROL
 DN8605
 DN8605.No superseded survey control is available for this station.
 DN8605
 DN8605_MARKER: DD = SURVEY DISK
 DN8605_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8605_STAMPING: 21006 A 2011
 DN8605_MARK LOGO: SWFWMD
 DN8605_PROJECTION: FLUSH
 DN8605_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8605+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2011
 DN8605_ROD/PIPE-DEPTH: 5.3 meters
 DN8605
 DN8605  HISTORY     - Date     Condition        Report By
 DN8605  HISTORY     - 20110119 MONUMENTED       FLDEP
 DN8605
 DN8605                          STATION DESCRIPTION
 DN8605
 DN8605'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8605'THE MARK IS ABOUT 8.0 MI (12.9 KM) EAST-NORTHEAST OF OZELLO, 3.9 MI
 DN8605'(6.3 KM) WEST-NORTHWEST OF LECANTO, 3.4 MI (5.5 KM) EAST-SOUTHEAST OF
 DN8605'CRYSTAL RIVER, IN SECTION 25, TOWNSHIP 18 SOUTH, RANGE 17 EAST.
 DN8605'
 DN8605'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 44 AND U.S. HIGHWAY
 DN8605'19, 98 IN CRYSTAL RIVER, GO EAST ON STATE ROAD 44 FOR 3.15 MI (5.1 KM)
 DN8605'TO THE JUNCTION OF NORTH MEADOWCREST BOULEVARD ON THE LEFT AND THE
 DN8605'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DN8605'24.1 FT (7.3 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DN8605'PIPE FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 44.
 DN8605'
 DN8605'LOCATED 101.0 FT (30.8 M) SOUTHEAST OF THE APPROXIMATE EXTENDED
 DN8605'CENTERLINE OF NORTH MEADOWCREST BOULEVARD NORTHBOUND LANES, 43.1 FT
 DN8605'(13.1 M) WEST-NORTHWEST OF WELL HEAD 21006, 17.6 FT (5.4 M)
 DN8605'EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 44
 DN8605'EASTBOUND LANES, 8.6 FT (2.6 M) EAST-NORTHEAST OF A POWER POLE NUMBER
 DN8605'439570 AND 8.0 FT (2.4 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DN8605'
 DN8605'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN8605'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8561 ***********************************************************************
 DN8561  DESIGNATION -  21012 A
 DN8561  PID         -  DN8561
 DN8561  STATE/COUNTY-  FL/CITRUS
 DN8561  COUNTRY     -  US
 DN8561  USGS QUAD   -  LECANTO (2018)
 DN8561
 DN8561                         *CURRENT SURVEY CONTROL
 DN8561  ______________________________________________________________________
 DN8561* NAD 83(1986) POSITION- 28 51 23.7    (N) 082 24 49.5    (W)   HD_HELD2
 DN8561* NAVD 88 ORTHO HEIGHT -    40.000 (meters)      131.23  (feet) ADJUSTED
 DN8561  ______________________________________________________________________
 DN8561  GEOID HEIGHT    -        -27.284 (meters)                     GEOID18
 DN8561  DYNAMIC HEIGHT  -         39.943 (meters)      131.05  (feet) COMP
 DN8561  MODELED GRAVITY -    979,224.3   (mgal)                       NAVD 88
 DN8561
 DN8561  VERT ORDER      -  SECOND    CLASS I
 DN8561
 DN8561.The horizontal coordinates were established by autonomous hand held GPS
 DN8561.observations and have an estimated accuracy of +/- 10 meters.
 DN8561
 DN8561.The orthometric height was determined by differential leveling and
 DN8561.adjusted by the NATIONAL GEODETIC SURVEY
 DN8561.in July 2012.
 DN8561
 DN8561.No vertical observational check was made to the station.
 DN8561
 DN8561.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8561.GEOID18 height accuracy estimate available here.
 DN8561
 DN8561.Click photographs - Photos may exist for this station.
 DN8561
 DN8561.The dynamic height is computed by dividing the NAVD 88
 DN8561.geopotential number by the normal gravity value computed on the
 DN8561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8561.degrees latitude (g = 980.6199 gals.).
 DN8561
 DN8561.The modeled gravity was interpolated from observed gravity values.
 DN8561
 DN8561;                    North         East    Units  Estimated Accuracy
 DN8561;SPC FL W     -   501,206.      159,631.      MT  (+/- 10 meters HH2 GPS)
 DN8561
 DN8561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6210392917(NAD 83)
 DN8561
 DN8561                          SUPERSEDED SURVEY CONTROL
 DN8561
 DN8561.No superseded survey control is available for this station.
 DN8561
 DN8561_STAMPING: 21012 A 2010
 DN8561_MARK LOGO: SWFWMD
 DN8561_PROJECTION: RECESSED 5 CENTIMETERS
 DN8561_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8561+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DN8561_ROD/PIPE-DEPTH: 7.4 meters
 DN8561
 DN8561  HISTORY     - Date     Condition        Report By
 DN8561  HISTORY     - 20101201 MONUMENTED       FLDEP
 DN8561  HISTORY     - 20170801 MARK NOT FOUND   SWFWMD
 DN8561
 DN8561                          STATION DESCRIPTION
 DN8561
 DN8561'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN8561'THE MARK IS ABOUT 7.6 MI (12.2 KM) SOUTH OF HOLDER, 5.2 MI (8.4 KM)
 DN8561'WEST-NORTHWEST OF INVERNESS, 4.5 MI (7.2 KM) EAST OF LECANTO, IN
 DN8561'SECTION 9, TOWNSHIP 19 SOUTH, RANGE 19 EAST.
 DN8561'
 DN8561'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 AND COUNTY
 DN8561'ROAD 491 IN LECANTO, GO EAST ON STATE ROAD 44 FOR 4.2 MI (6.8 KM) TO
 DN8561'THE INTERSECTION OF SOUTH KENSINGTON AVENUE ON THE LEFT AND FOREST
 DN8561'TRAIL 13 (AN ENTRANCE ROAD TO THE CITRUS WILDLIFE MANAGEMENT AREA) ON
 DN8561'THE RIGHT.  CONTINUE EAST ON STATE ROAD 44 FOR 0.3 MI (0.5 KM) TO A
 DN8561'WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DN8561'DRIVEN TO REFUSAL AT A DEPTH OF 24.2 FT (7.4 M) WITH AN ALUMINUM DISK
 DN8561'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DN8561'LEVEL OF THE GROUND AND ABOUT 5.5 FT (1.7 M) ABOVE THE LEVEL OF STATE
 DN8561'ROAD 44.
 DN8561'
 DN8561'LOCATED 71.1 FT (21.7 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DN8561'OF STATE ROAD 44 EASTBOUND LANES, 60.0 FT (18.3 M) EAST-SOUTHEAST OF
 DN8561'SURVEY MARK 21012 B, 26.5 FT (8.1 M) EAST OF WELL HEAD 21012 AND 1.6
 DN8561'FT (0.5 M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DN8561'
 DN8561'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8561'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN8561
 DN8561                          STATION RECOVERY (2017)
 DN8561
 DN8561'RECOVERY NOTE BY SW FL WTR MGMT DIST 2017 (WO)
 DN8561'THE MONUMENT WAS FOUND TO BE DISTURBED AND THE DISC IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8562 ***********************************************************************
 DN8562  DESIGNATION -  21012 B
 DN8562  PID         -  DN8562
 DN8562  STATE/COUNTY-  FL/CITRUS
 DN8562  COUNTRY     -  US
 DN8562  USGS QUAD   -  LECANTO (2018)
 DN8562
 DN8562                         *CURRENT SURVEY CONTROL
 DN8562  ______________________________________________________________________
 DN8562* NAD 83(1986) POSITION- 28 51 23.2    (N) 082 24 50.7    (W)   HD_HELD2
 DN8562* NAVD 88 ORTHO HEIGHT -    39.930 (meters)      131.00  (feet) ADJUSTED
 DN8562  ______________________________________________________________________
 DN8562  GEOID HEIGHT    -        -27.283 (meters)                     GEOID18
 DN8562  DYNAMIC HEIGHT  -         39.873 (meters)      130.82  (feet) COMP
 DN8562  MODELED GRAVITY -    979,224.3   (mgal)                       NAVD 88
 DN8562
 DN8562  VERT ORDER      -  SECOND    CLASS I
 DN8562
 DN8562.The horizontal coordinates were established by autonomous hand held GPS
 DN8562.observations and have an estimated accuracy of +/- 10 meters.
 DN8562
 DN8562.The orthometric height was determined by differential leveling and
 DN8562.adjusted by the NATIONAL GEODETIC SURVEY
 DN8562.in July 2012.
 DN8562
 DN8562.No vertical observational check was made to the station.
 DN8562
 DN8562.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8562.GEOID18 height accuracy estimate available here.
 DN8562
 DN8562.Click photographs - Photos may exist for this station.
 DN8562
 DN8562.The dynamic height is computed by dividing the NAVD 88
 DN8562.geopotential number by the normal gravity value computed on the
 DN8562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8562.degrees latitude (g = 980.6199 gals.).
 DN8562
 DN8562.The modeled gravity was interpolated from observed gravity values.
 DN8562
 DN8562;                    North         East    Units  Estimated Accuracy
 DN8562;SPC FL W     -   501,191.      159,599.      MT  (+/- 10 meters HH2 GPS)
 DN8562
 DN8562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6207092902(NAD 83)
 DN8562
 DN8562                          SUPERSEDED SURVEY CONTROL
 DN8562
 DN8562.No superseded survey control is available for this station.
 DN8562
 DN8562_MARKER: DD = SURVEY DISK
 DN8562_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8562_STAMPING: 21012 B 2010
 DN8562_MARK LOGO: SWFWMD
 DN8562_PROJECTION: RECESSED 5 CENTIMETERS
 DN8562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8562+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DN8562_ROD/PIPE-DEPTH: 8.1 meters
 DN8562
 DN8562  HISTORY     - Date     Condition        Report By
 DN8562  HISTORY     - 20101201 MONUMENTED       FLDEP
 DN8562
 DN8562                          STATION DESCRIPTION
 DN8562
 DN8562'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN8562'THE MARK IS ABOUT 7.6 MI (12.2 KM) SOUTH OF HOLDER, 5.2 MI (8.4 KM)
 DN8562'WEST-NORTHWEST OF INVERNESS, 4.5 MI (7.2 KM) EAST OF LECANTO, IN
 DN8562'SECTION 9, TOWNSHIP 19 SOUTH, RANGE 19 EAST.
 DN8562'
 DN8562'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 AND COUNTY
 DN8562'ROAD 491 IN LECANTO, GO EAST ON STATE ROAD 44 FOR 4.2 MI (6.8 KM) TO
 DN8562'THE INTERSECTION OF SOUTH KENSINGTON AVENUE ON THE LEFT AND FOREST
 DN8562'TRAIL 13 (AN ENTRANCE ROAD TO THE CITRUS WILDLIFE MANAGEMENT AREA) ON
 DN8562'THE RIGHT.  CONTINUE EAST ON STATE ROAD 44 FOR 0.3 MI (0.5 KM) TO A
 DN8562'WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DN8562'DRIVEN TO REFUSAL AT A DEPTH OF 26.7 FT (8.1 M) WITH AN ALUMINUM DISK
 DN8562'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DN8562'LEVEL OF THE GROUND AND ABOUT 5.0 FT (1.5 M) ABOVE THE LEVEL OF STATE
 DN8562'ROAD 44.
 DN8562'
 DN8562'LOCATED 83.1 FT (25.3 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DN8562'OF STATE ROAD 44 EASTBOUND LANES, 60.0 FT (18.3 M) WEST-NORTHWEST OF
 DN8562'SURVEY MARK 21012 A, 33.2 FT (10.1 M) WEST OF WELL HEAD 21012 AND 3.1
 DN8562'FT (0.9 M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DN8562'
 DN8562'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8562'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8826 ***********************************************************************
 DN8826  DESIGNATION -  21015 A
 DN8826  PID         -  DN8826
 DN8826  STATE/COUNTY-  FL/CITRUS
 DN8826  COUNTRY     -  US
 DN8826  USGS QUAD   -  BROOKSVILLE NW (2018)
 DN8826
 DN8826                         *CURRENT SURVEY CONTROL
 DN8826  ______________________________________________________________________
 DN8826* NAD 83(1986) POSITION- 28 44 18.99   (N) 082 28 49.89   (W)   HD_HELD1
 DN8826* NAVD 88 ORTHO HEIGHT -    18.112 (meters)       59.42  (feet) ADJUSTED
 DN8826  ______________________________________________________________________
 DN8826  GEOID HEIGHT    -        -27.002 (meters)                     GEOID18
 DN8826  DYNAMIC HEIGHT  -         18.087 (meters)       59.34  (feet) COMP
 DN8826  MODELED GRAVITY -    979,217.1   (mgal)                       NAVD 88
 DN8826
 DN8826  VERT ORDER      -  SECOND    CLASS I
 DN8826
 DN8826.The horizontal coordinates were determined by differentially corrected
 DN8826.hand held GPS observations or other comparable positioning techniques
 DN8826.and have an estimated accuracy of +/- 3 meters.
 DN8826
 DN8826.The orthometric height was determined by differential leveling and
 DN8826.adjusted by the NATIONAL GEODETIC SURVEY
 DN8826.in July 2012.
 DN8826
 DN8826.No vertical observational check was made to the station.
 DN8826
 DN8826.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8826.GEOID18 height accuracy estimate available here.
 DN8826
 DN8826.Click photographs - Photos may exist for this station.
 DN8826
 DN8826.The dynamic height is computed by dividing the NAVD 88
 DN8826.geopotential number by the normal gravity value computed on the
 DN8826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8826.degrees latitude (g = 980.6199 gals.).
 DN8826
 DN8826.The modeled gravity was interpolated from observed gravity values.
 DN8826
 DN8826;                    North         East    Units  Estimated Accuracy
 DN8826;SPC FL W     -   488,155.4     153,063.3     MT  (+/- 3 meters HH1 GPS) 
 DN8826
 DN8826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5542679924(NAD 83)
 DN8826
 DN8826                          SUPERSEDED SURVEY CONTROL
 DN8826
 DN8826.No superseded survey control is available for this station.
 DN8826
 DN8826_MARKER: DD = SURVEY DISK
 DN8826_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8826_STAMPING: 21015 A 2011
 DN8826_MARK LOGO: SWFWMD
 DN8826_PROJECTION: RECESSED 5 CENTIMETERS
 DN8826_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8826_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8826+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DN8826_ROD/PIPE-DEPTH: 7.3 meters
 DN8826
 DN8826  HISTORY     - Date     Condition        Report By
 DN8826  HISTORY     - 20110205 MONUMENTED       FLDEP
 DN8826
 DN8826                          STATION DESCRIPTION
 DN8826
 DN8826'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN8826'THE MARK IS ABOUT 8.7 MI (14.0 KM) EAST-SOUTHEAST OF HOMOSASSA, 7.8 MI
 DN8826'(12.5 KM) SOUTH OF LECANTO, 6.0 MI (9.6 KM) EAST-NORTHEAST OF
 DN8826'CHASSAHOWITZKA, IN SECTION 14, TOWNSHIP 20 SOUTH, RANGE 18 EAST.
 DN8826'
 DN8826'TO REACH THE MARK FROM THE INTERSECTION OF SOUTH LECANTO HIGHWAY
 DN8826'(COUNTY ROAD 491) AND U.S. HIGHWAY 44 IN LECANTO, GO SOUTH ON SOUTH
 DN8826'LECANTO HIGHWAY (COUNTY ROAD 491) FOR 3.2 MI (5.1 KM) TO THE JUNCTION
 DN8826'OF WEST GROVER CLEVELAND BOULEVARD ON THE RIGHT, CONTINUE SOUTH ON
 DN8826'SOUTH LECANTO HIGHWAY (COUNTY ROAD 491) FOR 4.5 MI (7.2 KM) TO THE
 DN8826'JUNCTION OF WEST CARDINAL STREET ON THE RIGHT, CONTINUE SOUTH ON SOUTH
 DN8826'LECANTO HIGHWAY (COUNTY ROAD 491) FOR 1.25 MI (2.0 KM) TO THE ENTRANCE
 DN8826'ROAD FOR THE WITHLACOOCHEE STATE FOREST COW PEN TRAIL ON THE RIGHT,
 DN8826'TURN RIGHT ON THE ENTRANCE ROAD AND GO WEST FOR 0.6 MI (1.0 KM) TO A
 DN8826'LOCKED GATE, PASSING THROUGH THE LOCKED GATE, CONTINUE WESTERLY AND
 DN8826'SOUTHERLY FOR 1.6 MI (2.6 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD
 DN8826'DRIVEN TO REFUSAL AT A DEPTH OF 24.0 FT (7.3 M) WITH AN ALUMINUM
 DN8826'SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DN8826'0.2 FT (0.1 M) BELOW THE LEVEL OF THE GROUND AND 2.9 FT (0.9 M) ABOVE
 DN8826'THE LEVEL OF THE ENTRANCE ROAD.
 DN8826'
 DN8826'LOCATED 37.2 FT (11.3 M) EAST OF SURVEY MARK 21015 B, 22.0 FT (6.7 M)
 DN8826'SOUTHEAST OF THE NORTHERN MOST WATER MONITORING WELL, 48.5 FT (14.8 M)
 DN8826'EAST OF A WOODEN CORNER POST FOR THE BARBED WIRE FENCE, 1.7 FT (0.5 M)
 DN8826'NORTH OF A BARBED WIRE FENCE AND 1.2 FT (0.4 M) NORTH OF A CARSONITE
 DN8826'WITNESS POST.
 DN8826'
 DN8826'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8826'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN8826'
 DN8826'NOTE KEY MUST BE OBTAINED FROM WATER MANAGEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8825 ***********************************************************************
 DN8825  DESIGNATION -  21015 B
 DN8825  PID         -  DN8825
 DN8825  STATE/COUNTY-  FL/CITRUS
 DN8825  COUNTRY     -  US
 DN8825  USGS QUAD   -  BROOKSVILLE NW (2018)
 DN8825
 DN8825                         *CURRENT SURVEY CONTROL
 DN8825  ______________________________________________________________________
 DN8825* NAD 83(1986) POSITION- 28 44 19.0    (N) 082 28 50.2    (W)   HD_HELD2
 DN8825* NAVD 88 ORTHO HEIGHT -    17.999 (meters)       59.05  (feet) ADJUSTED
 DN8825  ______________________________________________________________________
 DN8825  GEOID HEIGHT    -        -27.002 (meters)                     GEOID18
 DN8825  DYNAMIC HEIGHT  -         17.973 (meters)       58.97  (feet) COMP
 DN8825  MODELED GRAVITY -    979,217.1   (mgal)                       NAVD 88
 DN8825
 DN8825  VERT ORDER      -  SECOND    CLASS I
 DN8825
 DN8825.The horizontal coordinates were established by autonomous hand held GPS
 DN8825.observations and have an estimated accuracy of +/- 10 meters.
 DN8825
 DN8825.The orthometric height was determined by differential leveling and
 DN8825.adjusted by the NATIONAL GEODETIC SURVEY
 DN8825.in July 2012.
 DN8825
 DN8825.No vertical observational check was made to the station.
 DN8825
 DN8825.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8825.GEOID18 height accuracy estimate available here.
 DN8825
 DN8825.Click photographs - Photos may exist for this station.
 DN8825
 DN8825.The dynamic height is computed by dividing the NAVD 88
 DN8825.geopotential number by the normal gravity value computed on the
 DN8825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8825.degrees latitude (g = 980.6199 gals.).
 DN8825
 DN8825.The modeled gravity was interpolated from observed gravity values.
 DN8825
 DN8825;                    North         East    Units  Estimated Accuracy
 DN8825;SPC FL W     -   488,156.      153,055.      MT  (+/- 10 meters HH2 GPS)
 DN8825
 DN8825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5541879924(NAD 83)
 DN8825
 DN8825                          SUPERSEDED SURVEY CONTROL
 DN8825
 DN8825.No superseded survey control is available for this station.
 DN8825
 DN8825_MARKER: DD = SURVEY DISK
 DN8825_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8825_STAMPING: 21015 B 2011
 DN8825_MARK LOGO: SWFWMD
 DN8825_PROJECTION: FLUSH
 DN8825_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8825+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DN8825_ROD/PIPE-DEPTH: 6.9 meters
 DN8825
 DN8825  HISTORY     - Date     Condition        Report By
 DN8825  HISTORY     - 20110205 MONUMENTED       FLDEP
 DN8825
 DN8825                          STATION DESCRIPTION
 DN8825
 DN8825'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN8825'THE MARK IS ABOUT 8.7 MI (14.0 KM) EAST-SOUTHEAST OF HOMOSASSA, 7.8 MI
 DN8825'(12.6 KM) SOUTH OF LECANTO, 6.0 MI (9.7 KM) EAST-NORTHEAST OF
 DN8825'CHASSAHOWITZKA, IN SECTION 14, TOWNSHIP 20 SOUTH, RANGE 18 EAST.
 DN8825'
 DN8825'TO REACH THE MARK FROM THE INTERSECTION OF SOUTH LECANTO HIGHWAY
 DN8825'(COUNTY ROAD 491) AND U.S. HIGHWAY 44 IN LECANTO, GO SOUTH ON SOUTH
 DN8825'LECANTO HIGHWAY (COUNTY ROAD 491) FOR 3.2 MI (5.1 KM) TO THE JUNCTION
 DN8825'OF WEST GROVER CLEVELAND BOULEVARD ON THE RIGHT.  CONTINUE SOUTH ON
 DN8825'SOUTH LECANTO HIGHWAY (COUNTY ROAD 491) FOR 4.5 MI (7.2 KM) TO THE
 DN8825'JUNCTION OF WEST CARDINAL STREET ON THE RIGHT.  CONTINUE SOUTH ON
 DN8825'SOUTH LECANTO HIGHWAY (COUNTY ROAD 491) FOR 1.25 MI (2.0 KM) TO THE
 DN8825'ENTRANCE ROAD FOR THE WITHLACOOCHEE STATE FOREST COW PENINSULA TRAIL
 DN8825'ON THE RIGHT.  TURN RIGHT ON THE ENTRANCE ROAD AND GO WEST FOR 0.6 MI
 DN8825'(1.0 KM) TO A LOCKED GATE, PASSING THROUGH THE LOCKED GATE.  CONTINUE
 DN8825'WESTERLY AND SOUTHERLY FOR 1.6 MI (2.6 KM) TO THE MARK ON THE LEFT, AN
 DN8825'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 22.7 FT (6.9 M) WITH AN
 DN8825'ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE
 DN8825'FLUSH WITH THE GROUND AND 1.8 FT (0.5 M) ABOVE THE LEVEL OF THE
 DN8825'ENTRANCE ROAD.
 DN8825'
 DN8825'LOCATED 37.2 FT (11.3 M) WEST OF SURVEY MARK 21015 A, 20.0 FT (6.1 M)
 DN8825'SOUTHWEST OF THE NORTHERN MOST WATER MONITORING WELL, 11.2 FT (3.4 M)
 DN8825'EAST OF A WOODEN CORNER POST FOR BARBED WIRE FENCE, 1.5 FT (0.5 M)
 DN8825'NORTH OF A BARBED WIRE FENCE AND 1.2 FT (0.4 M) NORTH OF A CARSONITE
 DN8825'WITNESS POST.
 DN8825'
 DN8825'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8825'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN8825'
 DN8825'NOTE KEY MUST BE OBTAINED FROM WATER MANAGEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5455 ***********************************************************************
 DN5455  DESIGNATION -  21035 A
 DN5455  PID         -  DN5455
 DN5455  STATE/COUNTY-  FL/CITRUS
 DN5455  COUNTRY     -  US
 DN5455  USGS QUAD   -  CHASSAHOWITZKA (2018)
 DN5455
 DN5455                         *CURRENT SURVEY CONTROL
 DN5455  ______________________________________________________________________
 DN5455* NAD 83(1986) POSITION- 28 43 18.8    (N) 082 33 06.1    (W)   HD_HELD2
 DN5455* NAVD 88 ORTHO HEIGHT -     2.581 (meters)        8.47  (feet) ADJUSTED
 DN5455  ______________________________________________________________________
 DN5455  GEOID HEIGHT    -        -26.919 (meters)                     GEOID18
 DN5455  DYNAMIC HEIGHT  -          2.577 (meters)        8.45  (feet) COMP
 DN5455  MODELED GRAVITY -    979,219.6   (mgal)                       NAVD 88
 DN5455
 DN5455  VERT ORDER      -  FIRST     CLASS II
 DN5455
 DN5455.The horizontal coordinates were established by autonomous hand held GPS
 DN5455.observations and have an estimated accuracy of +/- 10 meters.
 DN5455
 DN5455.The orthometric height was determined by differential leveling and
 DN5455.adjusted by the NATIONAL GEODETIC SURVEY
 DN5455.in June 2012.
 DN5455
 DN5455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5455.GEOID18 height accuracy estimate available here.
 DN5455
 DN5455.Click photographs - Photos may exist for this station.
 DN5455
 DN5455.The dynamic height is computed by dividing the NAVD 88
 DN5455.geopotential number by the normal gravity value computed on the
 DN5455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5455.degrees latitude (g = 980.6199 gals.).
 DN5455
 DN5455.The modeled gravity was interpolated from observed gravity values.
 DN5455
 DN5455;                    North         East    Units  Estimated Accuracy
 DN5455;SPC FL W     -   486,333.      146,103.      MT  (+/- 10 meters HH2 GPS)
 DN5455
 DN5455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4845278160(NAD 83)
 DN5455
 DN5455                          SUPERSEDED SURVEY CONTROL
 DN5455
 DN5455.No superseded survey control is available for this station.
 DN5455
 DN5455_MARKER: DD = SURVEY DISK
 DN5455_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5455_STAMPING: 21035 A 2011
 DN5455_MARK LOGO: SWFWMD
 DN5455_PROJECTION: FLUSH
 DN5455_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5455+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2011
 DN5455_ROD/PIPE-DEPTH: 9.1 meters
 DN5455
 DN5455  HISTORY     - Date     Condition        Report By
 DN5455  HISTORY     - 20110120 MONUMENTED       FLDEP
 DN5455
 DN5455                          STATION DESCRIPTION
 DN5455
 DN5455'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5455'THE MARK IS ABOUT 9.6 MI (15.4 KM) SOUTHEAST OF OZELLO, 5.6 MI (9.0
 DN5455'KM) SOUTHEAST OF HOMOSASSA, 1.5 MI (2.4 KM) EAST-NORTHEAST OF
 DN5455'CHASSAHOWITZKA, IN SECTION 25, TOWNSHIP 20 SOUTH, RANGE 17 EAST.
 DN5455'
 DN5455'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19-98 (SOUTH
 DN5455'SUNCOAST BOULEVARD), COUNTY ROAD 480 (WEST MISS MAGGIE DRIVE) AND U.S.
 DN5455'HIGHWAY 98 (WEST PONCE DE LEON BOULEVARD) IN CHASSAHOWITZKA, GO
 DN5455'SOUTHEAST ON U.S. HIGHWAY 98 (WEST PONCE DE LEON BOULEVARD) FOR ABOUT
 DN5455'400.0 FT (121.9 M) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE
 DN5455'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 29.7 FT (9.1 M)
 DN5455'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DN5455'PIPE FLUSH WITH THE GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF
 DN5455'U.S. HIGHWAY 98 (WEST PONCE DE LEON BOULEVARD).
 DN5455'
 DN5455'LOCATED 132.5 FT (40.4 M) NORTHWEST OF A WOODEN POWER POLE, 63.0 FT
 DN5455'(19.2 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 98
 DN5455'(WEST PONCE DE LEON BOULEVARD) SOUTHBOUND LANES, 16.2 FT (4.9 M)
 DN5455'SOUTHEAST OF SURVEY MARK 21035 B, 4.5 FT (1.4 M) EAST OF WELL HEAD
 DN5455'21035 AND 1.8 FT (0.5 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DN5455'
 DN5455'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN5455'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN5456 ***********************************************************************
 DN5456  DESIGNATION -  21035 B
 DN5456  PID         -  DN5456
 DN5456  STATE/COUNTY-  FL/CITRUS
 DN5456  COUNTRY     -  US
 DN5456  USGS QUAD   -  CHASSAHOWITZKA (2018)
 DN5456
 DN5456                         *CURRENT SURVEY CONTROL
 DN5456  ______________________________________________________________________
 DN5456* NAD 83(1986) POSITION- 28 43 18.9    (N) 082 33 06.5    (W)   HD_HELD2
 DN5456* NAVD 88 ORTHO HEIGHT -     2.609 (meters)        8.56  (feet) ADJUSTED
 DN5456  ______________________________________________________________________
 DN5456  GEOID HEIGHT    -        -26.919 (meters)                     GEOID18
 DN5456  DYNAMIC HEIGHT  -          2.606 (meters)        8.55  (feet) COMP
 DN5456  MODELED GRAVITY -    979,219.6   (mgal)                       NAVD 88
 DN5456
 DN5456  VERT ORDER      -  FIRST     CLASS II
 DN5456
 DN5456.The horizontal coordinates were established by autonomous hand held GPS
 DN5456.observations and have an estimated accuracy of +/- 10 meters.
 DN5456
 DN5456.The orthometric height was determined by differential leveling and
 DN5456.adjusted by the NATIONAL GEODETIC SURVEY
 DN5456.in June 2012.
 DN5456
 DN5456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN5456.GEOID18 height accuracy estimate available here.
 DN5456
 DN5456.Click photographs - Photos may exist for this station.
 DN5456
 DN5456.The dynamic height is computed by dividing the NAVD 88
 DN5456.geopotential number by the normal gravity value computed on the
 DN5456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN5456.degrees latitude (g = 980.6199 gals.).
 DN5456
 DN5456.The modeled gravity was interpolated from observed gravity values.
 DN5456
 DN5456;                    North         East    Units  Estimated Accuracy
 DN5456;SPC FL W     -   486,336.      146,092.      MT  (+/- 10 meters HH2 GPS)
 DN5456
 DN5456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4844178163(NAD 83)
 DN5456
 DN5456                          SUPERSEDED SURVEY CONTROL
 DN5456
 DN5456.No superseded survey control is available for this station.
 DN5456
 DN5456_MARKER: DD = SURVEY DISK
 DN5456_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN5456_STAMPING: 21035 B 2011
 DN5456_MARK LOGO: SWFWMD
 DN5456_PROJECTION: FLUSH
 DN5456_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN5456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN5456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN5456+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2011
 DN5456_ROD/PIPE-DEPTH: 14.1 meters
 DN5456
 DN5456  HISTORY     - Date     Condition        Report By
 DN5456  HISTORY     - 20110120 MONUMENTED       FLDEP
 DN5456
 DN5456                          STATION DESCRIPTION
 DN5456
 DN5456'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN5456'THE MARK IS ABOUT 9.6 MI (15.4 KM) SOUTHEAST OF OZELLO, 5.6 MI (9.0
 DN5456'KM) SOUTHEAST OF HOMOSASSA, 1.5 MI (2.4 KM) EAST-NORTHEAST OF
 DN5456'CHASSAHOWITZKA, IN SECTION 25, TOWNSHIP 20 SOUTH, RANGE 17 EAST.
 DN5456'
 DN5456'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19-98 (SOUTH
 DN5456'SUNCOAST BOULEVARD), COUNTY ROAD 480 (WEST MISS MAGGIE DRIVE) AND U.S.
 DN5456'HIGHWAY 98 (WEST PONCE DE LEON BOULEVARD) IN CHASSAHOWITZKA, GO
 DN5456'SOUTHEAST ON U.S. HIGHWAY 98 (WEST PONCE DE LEON BOULEVARD) FOR ABOUT
 DN5456'400.0 FT (121.9 M) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE
 DN5456'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 46.2 FT (14.1
 DN5456'M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DN5456'PIPE FLUSH WITH THE GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF
 DN5456'U.S. HIGHWAY 98 (WEST PONCE DE LEON BOULEVARD).
 DN5456'
 DN5456'LOCATED 66.2 FT (20.2 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DN5456'U.S. HIGHWAY 98 (WEST PONCE DE LEON BOULEVARD) SOUTHBOUND LANES, 16.2
 DN5456'FT (4.9 M) NORTHWEST OF SURVEY MARK 21035 A, 12.2 FT (3.7 M) NORTHWEST
 DN5456'OF WELL HEAD 21035 AND 1.9 FT (0.6 M) NORTHEAST OF A CARSONITE WITNESS
 DN5456'POST.
 DN5456'
 DN5456'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN5456'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8846 ***********************************************************************
 DN8846  DESIGNATION -  21036 A
 DN8846  PID         -  DN8846
 DN8846  STATE/COUNTY-  FL/CITRUS
 DN8846  COUNTRY     -  US
 DN8846  USGS QUAD   -  NOBLETON (2018)
 DN8846
 DN8846                         *CURRENT SURVEY CONTROL
 DN8846  ______________________________________________________________________
 DN8846* NAD 83(1986) POSITION- 28 43 31.6    (N) 082 21 53.6    (W)   HD_HELD2
 DN8846* NAVD 88 ORTHO HEIGHT -    47.530 (meters)      155.94  (feet) ADJUSTED
 DN8846  ______________________________________________________________________
 DN8846  GEOID HEIGHT    -        -27.041 (meters)                     GEOID18
 DN8846  DYNAMIC HEIGHT  -         47.462 (meters)      155.71  (feet) COMP
 DN8846  MODELED GRAVITY -    979,214.6   (mgal)                       NAVD 88
 DN8846
 DN8846  VERT ORDER      -  SECOND    CLASS I
 DN8846
 DN8846.The horizontal coordinates were established by autonomous hand held GPS
 DN8846.observations and have an estimated accuracy of +/- 10 meters.
 DN8846
 DN8846.The orthometric height was determined by differential leveling and
 DN8846.adjusted by the NATIONAL GEODETIC SURVEY
 DN8846.in July 2012.
 DN8846
 DN8846.No vertical observational check was made to the station.
 DN8846
 DN8846.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8846.GEOID18 height accuracy estimate available here.
 DN8846
 DN8846.Click photographs - Photos may exist for this station.
 DN8846
 DN8846.The dynamic height is computed by dividing the NAVD 88
 DN8846.geopotential number by the normal gravity value computed on the
 DN8846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8846.degrees latitude (g = 980.6199 gals.).
 DN8846
 DN8846.The modeled gravity was interpolated from observed gravity values.
 DN8846
 DN8846;                    North         East    Units  Estimated Accuracy
 DN8846;SPC FL W     -   486,656.      164,354.      MT  (+/- 10 meters HH2 GPS)
 DN8846
 DN8846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6670378330(NAD 83)
 DN8846
 DN8846                          SUPERSEDED SURVEY CONTROL
 DN8846
 DN8846.No superseded survey control is available for this station.
 DN8846
 DN8846_MARKER: DD = SURVEY DISK
 DN8846_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN8846+WITH SETTING: INFORMATION.
 DN8846_STAMPING: 21036 A 2011
 DN8846_MARK LOGO: SWFWMD
 DN8846_PROJECTION: FLUSH
 DN8846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8846+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2011
 DN8846_ROD/PIPE-DEPTH: 2.0 meters
 DN8846
 DN8846  HISTORY     - Date     Condition        Report By
 DN8846  HISTORY     - 20110215 MONUMENTED       FLDEP
 DN8846
 DN8846                          STATION DESCRIPTION
 DN8846
 DN8846'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN8846'THE MARK IS ABOUT 11.4 MI (18.3 KM) SOUTHEAST OF LECANTO, 10.5 MI
 DN8846'(16.9 KM) WEST-NORTHWEST OF WAHOO, 7.9 MI (12.7 KM) SOUTH-SOUTHWEST OF
 DN8846'INVERNESS, IN SECTION 24, TOWNSHIP 20 SOUTH, RANGE 20 EAST.
 DN8846'
 DN8846'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 44 AND COUNTY
 DN8846'ROAD 581 (SOUTH PLEASANT GROVE ROAD) IN INVERNESS, GO SOUTH ON COUNTY
 DN8846'ROAD 581 (SOUTH PLEASANT GROVE ROAD) FOR 7.45 MI (12.0 KM) TO THE
 DN8846'JUNCTION OF EAST HEATHER WOOD STREET ON THE RIGHT.  TURN RIGHT ON EAST
 DN8846'HEATHER WOOD STREET AND GO WEST FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF
 DN8846'SOUTH HAMMOCK AVENUE ON THE LEFT.  TURN LEFT ON SOUTH HAMMOCK AVENUE
 DN8846'AND GO SOUTH FOR 0.4 MI (0.6 KM) TO THE MARK ON THE LEFT, AN ALUMINUM
 DN8846'ROD DRIVEN TO REFUSAL AT A DEPTH OF 6.4 FT (2.0 M) WITH AN ALUMINUM
 DN8846'SWFWMD DISK ATTACHED INCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH
 DN8846'THE GROUND AND 4.1 FT (1.2 M) ABOVE THE LEVEL OF SOUTH HAMMOCK AVENUE.
 DN8846'LOCATED 139.3 FT (42.5 M) SOUTH OF SURVEY MARK 21035 B, 26.0 FT (7.9
 DN8846'M) EAST OF THE EXTENDED CENTERLINE OF SOUTH HAMMOCK AVENUE, 4.8 FT
 DN8846'(1.5 M) NORTH OF THE CENTER OF A STEEL GATE, 1.6 FT (0.5 M) WEST OF A
 DN8846'HOG WIRE FENCE AND 1.1 FT (0.3 M) WEST OF A CARSONITE WITNESS POST.
 DN8846'
 DN8846'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8846'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8845 ***********************************************************************
 DN8845  DESIGNATION -  21036 B
 DN8845  PID         -  DN8845
 DN8845  STATE/COUNTY-  FL/CITRUS
 DN8845  COUNTRY     -  US
 DN8845  USGS QUAD   -  NOBLETON (2018)
 DN8845
 DN8845                         *CURRENT SURVEY CONTROL
 DN8845  ______________________________________________________________________
 DN8845* NAD 83(1986) POSITION- 28 43 32.1    (N) 082 21 53.4    (W)   HD_HELD2
 DN8845* NAVD 88 ORTHO HEIGHT -    45.017 (meters)      147.69  (feet) ADJUSTED
 DN8845  ______________________________________________________________________
 DN8845  GEOID HEIGHT    -        -27.041 (meters)                     GEOID18
 DN8845  DYNAMIC HEIGHT  -         44.953 (meters)      147.48  (feet) COMP
 DN8845  MODELED GRAVITY -    979,214.6   (mgal)                       NAVD 88
 DN8845
 DN8845  VERT ORDER      -  SECOND    CLASS I
 DN8845
 DN8845.The horizontal coordinates were established by autonomous hand held GPS
 DN8845.observations and have an estimated accuracy of +/- 10 meters.
 DN8845
 DN8845.The orthometric height was determined by differential leveling and
 DN8845.adjusted by the NATIONAL GEODETIC SURVEY
 DN8845.in July 2012.
 DN8845
 DN8845.No vertical observational check was made to the station.
 DN8845
 DN8845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8845.GEOID18 height accuracy estimate available here.
 DN8845
 DN8845.Click photographs - Photos may exist for this station.
 DN8845
 DN8845.The dynamic height is computed by dividing the NAVD 88
 DN8845.geopotential number by the normal gravity value computed on the
 DN8845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8845.degrees latitude (g = 980.6199 gals.).
 DN8845
 DN8845.The modeled gravity was interpolated from observed gravity values.
 DN8845
 DN8845;                    North         East    Units  Estimated Accuracy
 DN8845;SPC FL W     -   486,672.      164,360.      MT  (+/- 10 meters HH2 GPS)
 DN8845
 DN8845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6670878346(NAD 83)
 DN8845
 DN8845                          SUPERSEDED SURVEY CONTROL
 DN8845
 DN8845.No superseded survey control is available for this station.
 DN8845
 DN8845_MARKER: DD = SURVEY DISK
 DN8845_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8845_STAMPING: 21036 B 2011
 DN8845_MARK LOGO: SWFWMD
 DN8845_PROJECTION: FLUSH
 DN8845_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8845+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2017
 DN8845_ROD/PIPE-DEPTH: 15.5 meters
 DN8845
 DN8845  HISTORY     - Date     Condition        Report By
 DN8845  HISTORY     - 20110215 MONUMENTED       FLDEP
 DN8845  HISTORY     - 20171120 GOOD             SWFWMD
 DN8845
 DN8845                          STATION DESCRIPTION
 DN8845
 DN8845'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN8845'THE MARK IS ABOUT 11.4 MI (18.3 KM) SOUTHEAST OF LECANTO, 10.5 MI
 DN8845'(16.9 KM) WEST-NORTHWEST OF WAHOO, 7.9 MI (12.7 KM) SOUTH-SOUTHWEST OF
 DN8845'INVERNESS, IN SECTION 24, TOWNSHIP 20 SOUTH, RANGE 20 EAST.
 DN8845'
 DN8845'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 44 AND COUNTY
 DN8845'ROAD 581 (SOUTH PLEASANT GROVE ROAD) IN INVERNESS, GO SOUTH ON COUNTY
 DN8845'ROAD 581 (SOUTH PLEASANT GROVE ROAD) FOR 7.45 MI (12.0 KM) TO THE
 DN8845'JUNCTION OF EAST HEATHER WOOD STREET ON THE RIGHT.  TURN RIGHT ON EAST
 DN8845'HEATHER WOOD STREET AND GO WEST FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF
 DN8845'SOUTH HAMMOCK AVENUE ON THE LEFT.  TURN LEFT ON SOUTH HAMMOCK AVENUE
 DN8845'AND GO SOUTH FOR 0.4 MI (0.6 KM) TO THE MARK ON THE LEFT, AN ALUMINUM
 DN8845'ROD DRIVEN TO REFUSAL AT A DEPTH OF 51.0 FT (15.5 M) WITH AN ALUMINUM
 DN8845'SWFWMD DISK ATTACHED INCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH
 DN8845'THE GROUND AND 2.7 FT (0.8 M) ABOVE THE LEVEL OF SOUTH HAMMOCK AVENUE.
 DN8845'LOCATED 139.3 FT (42.5 M) NORTH OF SURVEY MARK 21035 A, 107.5 FT (32.8
 DN8845'M) SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE OF THE DRIVEWAY FOR
 DN8845'STREET ADDRESS 382 SOUTH HAMMOCK AVENUE, 24.6 FT (7.5 M) EAST OF THE
 DN8845'APPROXIMATE CENTERLINE OF SOUTH HAMMOCK AVENUE, 8.2 FT (2.5 M) NORTH
 DN8845'OF THE CENTER OF A STEEL GATE AND 2.0 FT (0.6 M) WEST OF A CARSONITE
 DN8845'WITNESS POST.
 DN8845'
 DN8845'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8845'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN8845
 DN8845                          STATION RECOVERY (2017)
 DN8845
 DN8845'RECOVERY NOTE BY SW FL WTR MGMT DIST 2017 (WKH)
 DN8845'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8829 ***********************************************************************
 DN8829  DESIGNATION -  21039 A
 DN8829  PID         -  DN8829
 DN8829  STATE/COUNTY-  FL/CITRUS
 DN8829  COUNTRY     -  US
 DN8829  USGS QUAD   -  BROOKSVILLE NW (2018)
 DN8829
 DN8829                         *CURRENT SURVEY CONTROL
 DN8829  ______________________________________________________________________
 DN8829* NAD 83(1986) POSITION- 28 43 39.0    (N) 082 27 05.0    (W)   HD_HELD2
 DN8829* NAVD 88 ORTHO HEIGHT -     9.630 (meters)       31.59  (feet) ADJUSTED
 DN8829  ______________________________________________________________________
 DN8829  GEOID HEIGHT    -        -26.995 (meters)                     GEOID18
 DN8829  DYNAMIC HEIGHT  -          9.617 (meters)       31.55  (feet) COMP
 DN8829  MODELED GRAVITY -    979,215.0   (mgal)                       NAVD 88
 DN8829
 DN8829  VERT ORDER      -  SECOND    CLASS I
 DN8829
 DN8829.The horizontal coordinates were established by autonomous hand held GPS
 DN8829.observations and have an estimated accuracy of +/- 10 meters.
 DN8829
 DN8829.The orthometric height was determined by differential leveling and
 DN8829.adjusted by the NATIONAL GEODETIC SURVEY
 DN8829.in July 2012.
 DN8829
 DN8829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8829.GEOID18 height accuracy estimate available here.
 DN8829
 DN8829.Click photographs - Photos may exist for this station.
 DN8829
 DN8829.The dynamic height is computed by dividing the NAVD 88
 DN8829.geopotential number by the normal gravity value computed on the
 DN8829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8829.degrees latitude (g = 980.6199 gals.).
 DN8829
 DN8829.The modeled gravity was interpolated from observed gravity values.
 DN8829
 DN8829;                    North         East    Units  Estimated Accuracy
 DN8829;SPC FL W     -   486,913.      155,905.      MT  (+/- 10 meters HH2 GPS)
 DN8829
 DN8829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5825778658(NAD 83)
 DN8829
 DN8829                          SUPERSEDED SURVEY CONTROL
 DN8829
 DN8829.No superseded survey control is available for this station.
 DN8829
 DN8829_MARKER: DD = SURVEY DISK
 DN8829_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8829_STAMPING: 21039 A 2011
 DN8829_MARK LOGO: SWFWMD
 DN8829_PROJECTION: FLUSH
 DN8829_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8829+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2011
 DN8829_ROD/PIPE-DEPTH: 3.2 meters
 DN8829
 DN8829  HISTORY     - Date     Condition        Report By
 DN8829  HISTORY     - 20110204 MONUMENTED       FLDEP
 DN8829
 DN8829                          STATION DESCRIPTION
 DN8829
 DN8829'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN8829'THE MARK IS ABOUT 10.5 MI (16.9 KM) SOUTHWEST OF INVERNESS, 8.8 MI
 DN8829'(14.2 KM) SOUTH-SOUTHEAST OF LECANTO, 7.5 MI (12.1 KM) EAST OF
 DN8829'CHASSAHOWITZKA, IN SECTION 19, TOWNSHIP 20 SOUTH, RANGE 19 EAST.
 DN8829'
 DN8829'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 491 (CITRUS
 DN8829'WAY) AND U.S. HIGHWAY 98 (PONCE DE LEON ROAD) ABOUT 8.0 MI (12.9 KM)
 DN8829'NORTHWEST OF BROOKSVILLE, GO NORTH ON COUNTY ROAD 491 (CITRUS WAY) FOR
 DN8829'3.4 MI (5.5 KM) TO THE INTERSECTION OF EAST STAGE COACH TRAIL.
 DN8829'CONTINUE NORTH ON COUNTY ROAD 491 (CITRUS WAY) FOR 2.0 MI (3.2 KM) TO
 DN8829'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DN8829'10.6 FT (3.2 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A
 DN8829'4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND 3.1 FT (0.9 M) BELOW
 DN8829'THE LEVEL OF SOUTH LECANTO HIGHWAY (COUNTY ROAD 491).
 DN8829'
 DN8829'LOCATED 111.4 FT (34.0 M) NORTH OF SURVEY MARK 21039 B, 37.7 FT (11.5
 DN8829'M) NORTH OF THE NORTHERN MOST WATER MONITORING WELL, 45.4 FT (13.8 M)
 DN8829'EAST OF THE APPROXIMATE CENTERLINE OF SOUTH LECANTO HIGHWAY (COUNTY
 DN8829'ROAD 491), 32.2 FT (9.8 M) EAST OF THE EDGE OF THE PAVEMENT FOR SOUTH
 DN8829'LECANTO HIGHWAY (COUNTY ROAD 491) AND 1.5 FT (0.5 M) WEST OF A
 DN8829'CARSONITE WITNESS POST.
 DN8829'
 DN8829'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8829'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8828 ***********************************************************************
 DN8828  DESIGNATION -  21039 B
 DN8828  PID         -  DN8828
 DN8828  STATE/COUNTY-  FL/CITRUS
 DN8828  COUNTRY     -  US
 DN8828  USGS QUAD   -  BROOKSVILLE NW (2018)
 DN8828
 DN8828                         *CURRENT SURVEY CONTROL
 DN8828  ______________________________________________________________________
 DN8828* NAD 83(1986) POSITION- 28 43 37.8    (N) 082 27 05.3    (W)   HD_HELD2
 DN8828* NAVD 88 ORTHO HEIGHT -    10.003 (meters)       32.82  (feet) ADJUSTED
 DN8828  ______________________________________________________________________
 DN8828  GEOID HEIGHT    -        -26.995 (meters)                     GEOID18
 DN8828  DYNAMIC HEIGHT  -          9.989 (meters)       32.77  (feet) COMP
 DN8828  MODELED GRAVITY -    979,215.0   (mgal)                       NAVD 88
 DN8828
 DN8828  VERT ORDER      -  SECOND    CLASS I
 DN8828
 DN8828.The horizontal coordinates were established by autonomous hand held GPS
 DN8828.observations and have an estimated accuracy of +/- 10 meters.
 DN8828
 DN8828.The orthometric height was determined by differential leveling and
 DN8828.adjusted by the NATIONAL GEODETIC SURVEY
 DN8828.in July 2012.
 DN8828
 DN8828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8828.GEOID18 height accuracy estimate available here.
 DN8828
 DN8828.Click photographs - Photos may exist for this station.
 DN8828
 DN8828.The dynamic height is computed by dividing the NAVD 88
 DN8828.geopotential number by the normal gravity value computed on the
 DN8828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8828.degrees latitude (g = 980.6199 gals.).
 DN8828
 DN8828.The modeled gravity was interpolated from observed gravity values.
 DN8828
 DN8828;                    North         East    Units  Estimated Accuracy
 DN8828;SPC FL W     -   486,876.      155,896.      MT  (+/- 10 meters HH2 GPS)
 DN8828
 DN8828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5824878621(NAD 83)
 DN8828
 DN8828                          SUPERSEDED SURVEY CONTROL
 DN8828
 DN8828.No superseded survey control is available for this station.
 DN8828
 DN8828_MARKER: DD = SURVEY DISK
 DN8828_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8828_STAMPING: 21039 B 2011
 DN8828_MARK LOGO: SWFWMD
 DN8828_PROJECTION: RECESSED 3 CENTIMETERS
 DN8828_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8828+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DN8828_ROD/PIPE-DEPTH: 4.1 meters
 DN8828
 DN8828  HISTORY     - Date     Condition        Report By
 DN8828  HISTORY     - 20110205 MONUMENTED       FLDEP
 DN8828
 DN8828                          STATION DESCRIPTION
 DN8828
 DN8828'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN8828'THE MARK IS ABOUT 10.5 MI (16.9 KM) SOUTHWEST OF INVERNESS, 8.8 MI
 DN8828'(14.2 KM) SOUTH-SOUTHEAST OF LECANTO, 7.5 MI (12.1 KM) EAST OF
 DN8828'CHASSAHOWITZKA, IN SECTION 19, TOWNSHIP 20 SOUTH, RANGE 19 EAST.
 DN8828'
 DN8828'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 491 (CITRUS
 DN8828'WAY) AND U.S. HIGHWAY 98 (PONCE DE LEON ROAD) ABOUT 8.0 MI (12.9 KM)
 DN8828'NORTHWEST OF BROOKSVILLE, GO NORTH ON COUNTY ROAD 491 (CITRUS WAY) FOR
 DN8828'3.4 MI (5.5 KM) TO THE INTERSECTION OF EAST STAGE COACH TRAIL.
 DN8828'CONTINUE NORTH ON COUNTY ROAD 491 (CITRUS WAY) FOR 2.0 MI (3.2 KM) TO
 DN8828'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DN8828'13.4 FT (4.1 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A
 DN8828'4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE
 DN8828'GROUND AND 2.7 FT (0.8 M) BELOW THE LEVEL OF SOUTH LECANTO HIGHWAY
 DN8828'(COUNTY ROAD 491).
 DN8828'
 DN8828'LOCATED 58.3 FT (17.8 M) SOUTH OF THE SOUTHERN MOST WATER MONITORING
 DN8828'WELL, 46.0 FT (14.0 M) EAST OF THE APPROXIMATE CENTERLINE OF SOUTH
 DN8828'LECANTO HIGHWAY (COUNTY ROAD 491), 33.1 FT (10.1 M) EAST OF THE EDGE
 DN8828'OF THE PAVEMENT FOR SOUTH LECANTO HIGHWAY (COUNTY ROAD 491) AND 1.5 FT
 DN8828'(0.5 M) WEST OF A CARSONITE WITNESS POST.
 DN8828'
 DN8828'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8828'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9788 ***********************************************************************
 DL9788  DESIGNATION -  21063 A
 DL9788  PID         -  DL9788
 DL9788  STATE/COUNTY-  FL/PASCO
 DL9788  COUNTRY     -  US
 DL9788  USGS QUAD   -  ODESSA (2018)
 DL9788
 DL9788                         *CURRENT SURVEY CONTROL
 DL9788  ______________________________________________________________________
 DL9788* NAD 83(1986) POSITION- 28 14 48.8    (N) 082 30 18.0    (W)   HD_HELD2
 DL9788* NAVD 88 ORTHO HEIGHT -    20.429 (meters)       67.02  (feet) ADJUSTED
 DL9788  ______________________________________________________________________
 DL9788  GEOID HEIGHT    -        -25.626 (meters)                     GEOID18
 DL9788  DYNAMIC HEIGHT  -         20.400 (meters)       66.93  (feet) COMP
 DL9788  MODELED GRAVITY -    979,200.2   (mgal)                       NAVD 88
 DL9788
 DL9788  VERT ORDER      -  FIRST     CLASS II
 DL9788
 DL9788.The horizontal coordinates were established by autonomous hand held GPS
 DL9788.observations and have an estimated accuracy of +/- 10 meters.
 DL9788
 DL9788.The orthometric height was determined by differential leveling and
 DL9788.adjusted by the NATIONAL GEODETIC SURVEY
 DL9788.in August 2010.
 DL9788
 DL9788.No vertical observational check was made to the station.
 DL9788
 DL9788.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9788.GEOID18 height accuracy estimate available here.
 DL9788
 DL9788.Click photographs - Photos may exist for this station.
 DL9788
 DL9788.The dynamic height is computed by dividing the NAVD 88
 DL9788.geopotential number by the normal gravity value computed on the
 DL9788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9788.degrees latitude (g = 980.6199 gals.).
 DL9788
 DL9788.The modeled gravity was interpolated from observed gravity values.
 DL9788
 DL9788;                    North         East    Units  Estimated Accuracy
 DL9788;SPC FL W     -   433,671.      150,443.      MT  (+/- 10 meters HH2 GPS)
 DL9788
 DL9788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5235325469(NAD 83)
 DL9788
 DL9788                          SUPERSEDED SURVEY CONTROL
 DL9788
 DL9788.No superseded survey control is available for this station.
 DL9788
 DL9788_MARKER: DD = SURVEY DISK
 DL9788_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9788_STAMPING: 21063 A 2010
 DL9788_MARK LOGO: SWFWMD
 DL9788_PROJECTION: FLUSH
 DL9788_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9788+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DL9788_ROD/PIPE-DEPTH: 5.5 meters
 DL9788
 DL9788  HISTORY     - Date     Condition        Report By
 DL9788  HISTORY     - 20100331 MONUMENTED       FLDEP
 DL9788
 DL9788                          STATION DESCRIPTION
 DL9788
 DL9788'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9788'THE MARK IS ABOUT 6.4 MI (10.3 KM) NORTHEAST OF ODESSA, 5.3 MI (8.5
 DL9788'KM) SOUTH OF FIVAY JUNCTION AND 3.7 MI (6.0 KM) WEST-SOUTHWEST OF
 DL9788'EHREN, IN SECTION 4, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DL9788'
 DL9788'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DL9788'ROAD 54 IN LAND O LAKES, GO NORTH ON U.S. HIGHWAY 41 FOR 4.9 MI (7.9
 DL9788'KM) TO THE JUNCTION OF WISTERIA LOOP ON THE LEFT.  TURN LEFT ON
 DL9788'WISTERIA LOOP AND GO SOUTHWEST FOR 0.65 MI (1.0 KM) TO THE JUNCTION OF
 DL9788'BEXLEY ROAD ON THE RIGHT.  TURN RIGHT ON BEXLEY ROAD AND GO WEST FOR
 DL9788'0.8 MI (1.3 KM) TO A RAILROAD CROSSING.  CONTINUE SOUTHWEST ON BEXLEY
 DL9788'ROAD FOR 0.2 MI (0.3 KM) TO A FORK IN THE ROAD AND A METAL GATE ON THE
 DL9788'LEFT, GO WEST THROUGH THE GATE FOR 0.4 MI (0.6 KM) TO A FORK IN THE
 DL9788'ROAD.  TURN LEFT AND GO SOUTHWEST FOR 0.2 MI (0.3 KM) TO A WELL SITE
 DL9788'ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DL9788'REFUSAL AT A DEPTH OF 18.2 FT (5.5 M) WITH AN ALUMINUM DISK INCASED IN
 DL9788'A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE
 DL9788'DIRT ROAD.
 DL9788'
 DL9788'LOCATED 201.6 FT (61.4 M) EAST-SOUTHEAST OF A POWER POLE NUMBER
 DL9788'2-63564, 100.6 FT (30.7 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DL9788'THE DIRT ROAD, 30.4 FT (9.3 M) NORTHEAST OF SURVEY MARK 21063 B, 20.2
 DL9788'FT (6.2 M) NORTH OF THE WELL HEAD AND 1.6 FT (0.5 M) NORTH OF A
 DL9788'CARSONITE WITNESS POST.
 DL9788'
 DL9788'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9788'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DL9788'
 DL9788'NOTE PROPERTY OWNER IS BEXLEY BROTHERS AT 19422 BEXLEY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9789 ***********************************************************************
 DL9789  DESIGNATION -  21063 B
 DL9789  PID         -  DL9789
 DL9789  STATE/COUNTY-  FL/PASCO
 DL9789  COUNTRY     -  US
 DL9789  USGS QUAD   -  ODESSA (2018)
 DL9789
 DL9789                         *CURRENT SURVEY CONTROL
 DL9789  ______________________________________________________________________
 DL9789* NAD 83(1986) POSITION- 28 14 48.6    (N) 082 30 18.2    (W)   HD_HELD2
 DL9789* NAVD 88 ORTHO HEIGHT -    20.371 (meters)       66.83  (feet) ADJUSTED
 DL9789  ______________________________________________________________________
 DL9789  GEOID HEIGHT    -        -25.625 (meters)                     GEOID18
 DL9789  DYNAMIC HEIGHT  -         20.341 (meters)       66.74  (feet) COMP
 DL9789  MODELED GRAVITY -    979,200.2   (mgal)                       NAVD 88
 DL9789
 DL9789  VERT ORDER      -  FIRST     CLASS II
 DL9789
 DL9789.The horizontal coordinates were established by autonomous hand held GPS
 DL9789.observations and have an estimated accuracy of +/- 10 meters.
 DL9789
 DL9789.The orthometric height was determined by differential leveling and
 DL9789.adjusted by the NATIONAL GEODETIC SURVEY
 DL9789.in August 2010.
 DL9789
 DL9789.No vertical observational check was made to the station.
 DL9789
 DL9789.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9789.GEOID18 height accuracy estimate available here.
 DL9789
 DL9789.Click photographs - Photos may exist for this station.
 DL9789
 DL9789.The dynamic height is computed by dividing the NAVD 88
 DL9789.geopotential number by the normal gravity value computed on the
 DL9789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9789.degrees latitude (g = 980.6199 gals.).
 DL9789
 DL9789.The modeled gravity was interpolated from observed gravity values.
 DL9789
 DL9789;                    North         East    Units  Estimated Accuracy
 DL9789;SPC FL W     -   433,665.      150,438.      MT  (+/- 10 meters HH2 GPS)
 DL9789
 DL9789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5234825463(NAD 83)
 DL9789
 DL9789                          SUPERSEDED SURVEY CONTROL
 DL9789
 DL9789.No superseded survey control is available for this station.
 DL9789
 DL9789_MARKER: DD = SURVEY DISK
 DL9789_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9789_STAMPING: 21063 B 2010
 DL9789_MARK LOGO: SWFWMD
 DL9789_PROJECTION: FLUSH
 DL9789_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9789+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2010
 DL9789_ROD/PIPE-DEPTH: 5.0 meters
 DL9789
 DL9789  HISTORY     - Date     Condition        Report By
 DL9789  HISTORY     - 20100331 MONUMENTED       FLDEP
 DL9789
 DL9789                          STATION DESCRIPTION
 DL9789
 DL9789'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9789'THE MARK IS ABOUT 6.4 MI (10.3 KM) NORTHEAST OF ODESSA, 5.3 MI (8.5
 DL9789'KM) SOUTH OF FIVAY JUNCTION, 3.7 MI (6.0 KM) WEST-SOUTHWEST OF EHREN,
 DL9789'IN SECTION 4, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DL9789'
 DL9789'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DL9789'ROAD 54 IN LAND O LAKES, GO NORTH ON U.S. HIGHWAY 41 FOR 4.9 MI (7.9
 DL9789'KM) TO THE JUNCTION OF WISTERIA LOOP ON THE LEFT.  TURN LEFT ON
 DL9789'WISTERIA LOOP AND GO SOUTHWEST FOR 0.65 MI (1.0 KM) TO THE JUNCTION OF
 DL9789'BEXLEY ROAD ON THE RIGHT.  TURN RIGHT ON BEXLEY ROAD AND GO WEST FOR
 DL9789'0.8 MI (1.3 KM) TO A RAILROAD CROSSING.  CONTINUE SOUTHWEST ON BEXLEY
 DL9789'ROAD FOR 0.2 MI (0.3 KM) TO A FORK IN THE ROAD AND A METAL GATE ON THE
 DL9789'LEFT, GO WEST THROUGH THE GATE FOR 0.4 MI (0.6 KM) TO A FORK IN THE
 DL9789'ROAD.  TURN LEFT AND GO SOUTHWEST FOR 0.2 MI (0.3 KM) TO A WELL SITE
 DL9789'ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DL9789'REFUSAL AT A DEPTH OF 16.5 FT (5.0 M) WITH AN ALUMINUM DISK INCASED IN
 DL9789'A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE
 DL9789'DIRT ROAD.
 DL9789'
 DL9789'LOCATED 197.4 FT (60.2 M) SOUTHEAST OF A POWER POLE NUMBER 2-63564,
 DL9789'101.6 FT (31.0 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE DIRT
 DL9789'ROAD, 30.4 FT (9.3 M) SOUTHWEST OF SURVEY MARK 21063 A, 20.1 FT (6.1
 DL9789'M) WEST OF THE WELL HEAD AND 1.3 FT (0.4 M) NORTH OF A CARSONITE
 DL9789'WITNESS POST.
 DL9789'
 DL9789'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9789'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DL9789'
 DL9789'NOTE PROPERTY OWNER IS BEXLEY BROTHERS AT 19422 BEXLEY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0109 ***********************************************************************
 AG0109  DESIGNATION -  211
 AG0109  PID         -  AG0109
 AG0109  STATE/COUNTY-  FL/PINELLAS
 AG0109  COUNTRY     -  US
 AG0109  USGS QUAD   -  SEMINOLE (2018)
 AG0109
 AG0109                         *CURRENT SURVEY CONTROL
 AG0109  ______________________________________________________________________
 AG0109* NAD 83(1986) POSITION- 27 50 37.     (N) 082 49 41.     (W)   SCALED
 AG0109* NAVD 88 ORTHO HEIGHT -     5.704 (meters)       18.71  (feet) ADJUSTED
 AG0109  ______________________________________________________________________
 AG0109  GEOID HEIGHT    -        -24.374 (meters)                     GEOID18
 AG0109  DYNAMIC HEIGHT  -          5.696 (meters)       18.69  (feet) COMP
 AG0109  MODELED GRAVITY -    979,183.4   (mgal)                       NAVD 88
 AG0109
 AG0109  VERT ORDER      -  SECOND    CLASS II
 AG0109
 AG0109.The horizontal coordinates were scaled from a map and have
 AG0109.an estimated accuracy of +/- 6 seconds.
 AG0109
 AG0109.The orthometric height was determined by differential leveling and
 AG0109.adjusted by the NATIONAL GEODETIC SURVEY
 AG0109.in June 1991.
 AG0109
 AG0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0109.GEOID18 height accuracy estimate available here.
 AG0109
 AG0109.Click photographs - Photos may exist for this station.
 AG0109
 AG0109.The dynamic height is computed by dividing the NAVD 88
 AG0109.geopotential number by the normal gravity value computed on the
 AG0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0109.degrees latitude (g = 980.6199 gals.).
 AG0109
 AG0109.The modeled gravity was interpolated from observed gravity values.
 AG0109
 AG0109;                    North         East    Units  Estimated Accuracy
 AG0109;SPC FL W     -   389,160.      118,440.      MT  (+/- 180 meters Scaled)
 AG0109
 AG0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL199812(NAD 83)
 AG0109
 AG0109                          SUPERSEDED SURVEY CONTROL
 AG0109
 AG0109  NGVD 29 (??/??/92)    5.970  (m)           19.59   (f) ADJ UNCH    2 2
 AG0109
 AG0109.Superseded values are not recommended for survey control.
 AG0109
 AG0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0109.See file dsdata.pdf to determine how the superseded data were derived.
 AG0109
 AG0109_MARKER: DD = SURVEY DISK
 AG0109_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0109_SP_SET: CULVERT HEADWALL
 AG0109_STAMPING: 211
 AG0109_MARK LOGO: FLHD
 AG0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0109+STABILITY: SURFACE MOTION
 AG0109
 AG0109  HISTORY     - Date     Condition        Report By
 AG0109  HISTORY     - UNK      MONUMENTED       FLHD
 AG0109  HISTORY     - 1976     GOOD             FLDT
 AG0109  HISTORY     - 20081015 GOOD             PINCPW
 AG0109
 AG0109                          STATION DESCRIPTION
 AG0109
 AG0109'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0109'1.5 MI W FROM SEMINOLE.
 AG0109'STATION IS LOCATED AT THE JUNCTION OF 78TH AVE. (S.R. 694/NEW
 AG0109'OAKHURST RD. - E/W SECTION) AND THE N/S SECTION OF OAKHURST RD.
 AG0109'(S.R. 694/C.R. 19), IN THE SE CORNER OF JUNCTION, 28.0 FT. SOUTH
 AG0109'OF THE CENTERLINE OF 78TH AVENUE N., 32.0 FT. EAST OF THE
 AG0109'CENTERLINE OF N/S SECTION OF OAKHURST RD.  SET IN WEST END OF
 AG0109'CONCRETE PIPE HEADWALL.  SECTION 29, T 30S, R 15E
 AG0109
 AG0109                          STATION RECOVERY (2008)
 AG0109
 AG0109'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (PL)
 AG0109'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7131 ***********************************************************************
 AG7131  DESIGNATION -  211 C OF SP
 AG7131  PID         -  AG7131
 AG7131  STATE/COUNTY-  FL/PINELLAS
 AG7131  COUNTRY     -  US
 AG7131  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7131
 AG7131                         *CURRENT SURVEY CONTROL
 AG7131  ______________________________________________________________________
 AG7131* NAD 83(1986) POSITION- 27 47 57.     (N) 082 44 11.     (W)   SCALED
 AG7131* NAVD 88 ORTHO HEIGHT -     6.774 (meters)       22.22  (feet) ADJUSTED
 AG7131  ______________________________________________________________________
 AG7131  GEOID HEIGHT    -        -24.426 (meters)                     GEOID18
 AG7131  DYNAMIC HEIGHT  -          6.764 (meters)       22.19  (feet) COMP
 AG7131  MODELED GRAVITY -    979,178.3   (mgal)                       NAVD 88
 AG7131
 AG7131  VERT ORDER      -  SECOND    CLASS II
 AG7131
 AG7131.The horizontal coordinates were scaled from a map and have
 AG7131.an estimated accuracy of +/- 6 seconds.
 AG7131
 AG7131.The orthometric height was determined by differential leveling and
 AG7131.adjusted by the NATIONAL GEODETIC SURVEY
 AG7131.in June 1991.
 AG7131
 AG7131.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7131.GEOID18 height accuracy estimate available here.
 AG7131
 AG7131.Click photographs - Photos may exist for this station.
 AG7131
 AG7131.The dynamic height is computed by dividing the NAVD 88
 AG7131.geopotential number by the normal gravity value computed on the
 AG7131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7131.degrees latitude (g = 980.6199 gals.).
 AG7131
 AG7131.The modeled gravity was interpolated from observed gravity values.
 AG7131
 AG7131;                    North         East    Units  Estimated Accuracy
 AG7131;SPC FL W     -   384,170.      127,440.      MT  (+/- 180 meters Scaled)
 AG7131
 AG7131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL289761(NAD 83)
 AG7131
 AG7131                          SUPERSEDED SURVEY CONTROL
 AG7131
 AG7131  NGVD 29 (??/??/92)    7.041  (m)           23.10   (f) ADJ UNCH    2 2
 AG7131
 AG7131.Superseded values are not recommended for survey control.
 AG7131
 AG7131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7131.See file dsdata.pdf to determine how the superseded data were derived.
 AG7131
 AG7131_MARKER: DD = SURVEY DISK
 AG7131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7131_PROJECTION: FLUSH
 AG7131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7131+STABILITY: SURFACE MOTION
 AG7131
 AG7131  HISTORY     - Date     Condition        Report By
 AG7131  HISTORY     - UNK      MONUMENTED       FL2730
 AG7131  HISTORY     - 1977     GOOD             FL-103
 AG7131
 AG7131                          STATION DESCRIPTION
 AG7131
 AG7131'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7131'IN ST PETERSBURG.
 AG7131'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 92 SR 687 4TH
 AG7131'ST. AND SR 595 5TH AVE. N., RUN NORTHERLY ON SR 687 FOR 1.50 MILES TO
 AG7131'THE INTERSECTION OF 30TH AVE. N. TURN LEFT AND RUN WESTERLY ON 30TH
 AG7131'AVE. N. FOR 6.20 MILES TO THE INTERSECTION OF 71ST ST. N. STATION ON
 AG7131'RIGHT, 42.0 FT. EAST OF THE CENTERLINE OF 71ST ST. N., 26.0 FT. N.
 AG7131'OF THE CENTERLINE OF 30TH AVE. N., 96.7 FT. SOUTH OF THE S.W. CORNER
 AG7131'OF A ONE STORY BLOCK BUILDING 7-11 STORE, 7097 30TH AVE. N., 28.5 FT.
 AG7131'S.E. OF A POWER AND LIGHT POLE 1A-52775, 56.8 FT. W.S.W. OF A 14 INCH
 AG7131'PINE TREE, 0.5 FT. NORTH OF THE BACK OF CURB. SET IN THE TOP OF A
 AG7131'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  NO STAMPING ON DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0110 ***********************************************************************
 AG0110  DESIGNATION -  212
 AG0110  PID         -  AG0110
 AG0110  STATE/COUNTY-  FL/PINELLAS
 AG0110  COUNTRY     -  US
 AG0110  USGS QUAD   -  CLEARWATER (2018)
 AG0110
 AG0110                         *CURRENT SURVEY CONTROL
 AG0110  ______________________________________________________________________
 AG0110* NAD 83(1986) POSITION- 27 52 58.9    (N) 082 50 41.5    (W)   HD_HELD2
 AG0110* NAVD 88 ORTHO HEIGHT -     7.994 (meters)       26.23  (feet) ADJUSTED
 AG0110  ______________________________________________________________________
 AG0110  GEOID HEIGHT    -        -24.426 (meters)                     GEOID18
 AG0110  DYNAMIC HEIGHT  -          7.982 (meters)       26.19  (feet) COMP
 AG0110  MODELED GRAVITY -    979,186.1   (mgal)                       NAVD 88
 AG0110
 AG0110  VERT ORDER      -  SECOND    CLASS I
 AG0110
 AG0110.The horizontal coordinates were established by autonomous hand held GPS
 AG0110.observations and have an estimated accuracy of +/- 10 meters.
 AG0110
 AG0110.The orthometric height was determined by differential leveling and
 AG0110.adjusted by the NATIONAL GEODETIC SURVEY
 AG0110.in June 1991.
 AG0110
 AG0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0110.GEOID18 height accuracy estimate available here.
 AG0110
 AG0110.Click photographs - Photos may exist for this station.
 AG0110
 AG0110.The dynamic height is computed by dividing the NAVD 88
 AG0110.geopotential number by the normal gravity value computed on the
 AG0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0110.degrees latitude (g = 980.6199 gals.).
 AG0110
 AG0110.The modeled gravity was interpolated from observed gravity values.
 AG0110
 AG0110;                    North         East    Units  Estimated Accuracy
 AG0110;SPC FL W     -   393,534.      116,812.      MT  (+/- 10 meters HH2 GPS)
 AG0110
 AG0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL1839585612(NAD 83)
 AG0110
 AG0110                          SUPERSEDED SURVEY CONTROL
 AG0110
 AG0110  NGVD 29 (??/??/92)    8.259  (m)           27.10   (f) ADJ UNCH    2 1
 AG0110
 AG0110.Superseded values are not recommended for survey control.
 AG0110
 AG0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0110.See file dsdata.pdf to determine how the superseded data were derived.
 AG0110
 AG0110_MARKER: DD = SURVEY DISK
 AG0110_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0110_SP_SET: BRIDGE WING WALL
 AG0110_STAMPING: 212
 AG0110_MARK LOGO: FLSRD
 AG0110_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0110+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2025
 AG0110
 AG0110  HISTORY     - Date     Condition        Report By
 AG0110  HISTORY     - UNK      MONUMENTED       FLHD
 AG0110  HISTORY     - 1976     GOOD             FLDT
 AG0110  HISTORY     - 1982     GOOD             FLDNR
 AG0110  HISTORY     - 1989     GOOD             USPSQD
 AG0110  HISTORY     - 20080911 GOOD             PINCPW
 AG0110  HISTORY     - 20120523 GOOD             INDIV
 AG0110  HISTORY     - 20150804 GOOD             FLDEP
 AG0110  HISTORY     - 20191209 GOOD             FGLDSV
 AG0110  HISTORY     - 20250612 GOOD             FGLDSV
 AG0110
 AG0110                          STATION DESCRIPTION
 AG0110
 AG0110'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0110'AT LARGO.
 AG0110'TO REACH THE STATION FROM THE INTERSECTION OF INDIAN ROCKS RD.
 AG0110'(S.R. 697) AND WALSINGHAM RD. (S.R. 688), RUN WESTERLY ALONG
 AG0110'WALSINGHAM RD. FOR 0.85 MILE TO THE INDIAN ROCKS BRIDGE.
 AG0110'STATION ON RIGHT, IN THE NE CORNER OF BRIDGE.  SET IN TOP OF THE
 AG0110'NE WINGWALL.  SECTION 7, T 30S, R 15E
 AG0110
 AG0110                          STATION RECOVERY (1982)
 AG0110
 AG0110'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0110'RECOVERED IN GOOD CONDITION.
 AG0110
 AG0110                          STATION RECOVERY (1989)
 AG0110
 AG0110'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0110'RECOVERED IN GOOD CONDITION.
 AG0110
 AG0110                          STATION RECOVERY (2008)
 AG0110
 AG0110'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0110'RECOVERED IN GOOD CONDITION.
 AG0110
 AG0110                          STATION RECOVERY (2012)
 AG0110
 AG0110'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (CPM)
 AG0110'DISK IS A STANDARD OLD FLORIDA STATE ROAD DEPARTMENT DISK WITH THE
 AG0110'STAMPING IN THE 'B.M. NO.' FIELD.
 AG0110
 AG0110                          STATION RECOVERY (2015)
 AG0110
 AG0110'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 AG0110'RECOVERED AS DESCRIBED.
 AG0110
 AG0110                          STATION RECOVERY (2019)
 AG0110
 AG0110'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2019 (JKI)
 AG0110'RECOVERED IN GOOD CONDITION.
 AG0110
 AG0110                          STATION RECOVERY (2025)
 AG0110
 AG0110'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2025 (JKI)
 AG0110'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0111 ***********************************************************************
 AG0111  DESIGNATION -  213
 AG0111  PID         -  AG0111
 AG0111  STATE/COUNTY-  FL/PINELLAS
 AG0111  COUNTRY     -  US
 AG0111  USGS QUAD   -  CLEARWATER (2018)
 AG0111
 AG0111                         *CURRENT SURVEY CONTROL
 AG0111  ______________________________________________________________________
 AG0111* NAD 83(1986) POSITION- 27 53 01.52   (N) 082 50 45.70   (W)   HD_HELD1
 AG0111* NAVD 88 ORTHO HEIGHT -     7.767 (meters)       25.48  (feet) ADJUSTED
 AG0111  ______________________________________________________________________
 AG0111  GEOID HEIGHT    -        -24.426 (meters)                     GEOID18
 AG0111  DYNAMIC HEIGHT  -          7.755 (meters)       25.44  (feet) COMP
 AG0111  MODELED GRAVITY -    979,186.1   (mgal)                       NAVD 88
 AG0111
 AG0111  VERT ORDER      -  SECOND    CLASS I
 AG0111
 AG0111.The horizontal coordinates were determined by differentially corrected
 AG0111.hand held GPS observations or other comparable positioning techniques
 AG0111.and have an estimated accuracy of +/- 3 meters.
 AG0111
 AG0111.The orthometric height was determined by differential leveling and
 AG0111.adjusted by the NATIONAL GEODETIC SURVEY
 AG0111.in June 1991.
 AG0111
 AG0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0111.GEOID18 height accuracy estimate available here.
 AG0111
 AG0111.Click photographs - Photos may exist for this station.
 AG0111
 AG0111.The dynamic height is computed by dividing the NAVD 88
 AG0111.geopotential number by the normal gravity value computed on the
 AG0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0111.degrees latitude (g = 980.6199 gals.).
 AG0111
 AG0111.The modeled gravity was interpolated from observed gravity values.
 AG0111
 AG0111;                    North         East    Units  Estimated Accuracy
 AG0111;SPC FL W     -   393,615.4     116,697.2     MT  (+/- 3 meters HH1 GPS) 
 AG0111
 AG0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL1828185694(NAD 83)
 AG0111
 AG0111                          SUPERSEDED SURVEY CONTROL
 AG0111
 AG0111  NGVD 29 (??/??/92)    8.031  (m)           26.35   (f) ADJ UNCH    2 1
 AG0111
 AG0111.Superseded values are not recommended for survey control.
 AG0111
 AG0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0111.See file dsdata.pdf to determine how the superseded data were derived.
 AG0111
 AG0111_MARKER: DD = SURVEY DISK
 AG0111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0111_SP_SET: BRIDGE WING WALL
 AG0111_STAMPING: 213
 AG0111_MARK LOGO: FLSRD
 AG0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0111+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2025
 AG0111
 AG0111  HISTORY     - Date     Condition        Report By
 AG0111  HISTORY     - UNK      MONUMENTED       FLHD
 AG0111  HISTORY     - 1976     GOOD             FLDT
 AG0111  HISTORY     - 1982     GOOD             FLDNR
 AG0111  HISTORY     - 1989     GOOD             USPSQD
 AG0111  HISTORY     - 20080911 GOOD             PINCPW
 AG0111  HISTORY     - 20120523 GOOD             INDIV
 AG0111  HISTORY     - 20150804 GOOD             FLDEP
 AG0111  HISTORY     - 20170420 GOOD             NGS
 AG0111  HISTORY     - 20250612 GOOD             FGLDSV
 AG0111
 AG0111                          STATION DESCRIPTION
 AG0111
 AG0111'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0111'AT INDIAN ROCKS BEACH.
 AG0111'TO REACH THE STATION FROM THE INTERSECTION OF INDIAN ROCKS RD.
 AG0111'(S.R. 697) AND WALSINGHAM RD. (SR. 688), RUN WESTERLY ON
 AG0111'WALSINGHAM RD. FOR 0.95 MILE TO THE SW END OF INDIAN ROCKS
 AG0111'BRIDGE.  SET IN TOP OF THE SW WINGWALL.  SECTION 12, T30S, R15 E.
 AG0111
 AG0111                          STATION RECOVERY (1982)
 AG0111
 AG0111'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0111'RECOVERED IN GOOD CONDITION.
 AG0111
 AG0111                          STATION RECOVERY (1989)
 AG0111
 AG0111'RECOVERY NOTE BY US POWER SQUADRON 1989 (ACD)
 AG0111'RECOVERED IN GOOD CONDITION.
 AG0111
 AG0111                          STATION RECOVERY (2008)
 AG0111
 AG0111'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0111'RECOVERED IN GOOD CONDITION.
 AG0111
 AG0111                          STATION RECOVERY (2012)
 AG0111
 AG0111'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (CPM)
 AG0111'DISK IS A STANDARD OLD FLORIDA STATE ROAD DEPARTMENT DISK WITH THE
 AG0111'STAMPING IN THE 'B.M. NO.' FIELD.
 AG0111
 AG0111                          STATION RECOVERY (2015)
 AG0111
 AG0111'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 AG0111'RECOVERED AS DESCRIBED.
 AG0111'
 AG0111'NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
 AG0111
 AG0111                          STATION RECOVERY (2017)
 AG0111
 AG0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG0111'RECOVERED AS DESCRIBED, BUT NOT SUITABLE FOR GPS BECAUSE TRIPOD SET UP
 AG0111'IS IMPOSSIBLE
 AG0111
 AG0111                          STATION RECOVERY (2025)
 AG0111
 AG0111'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2025 (JKI)
 AG0111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG4605 ***********************************************************************
 DG4605  DESIGNATION -  213 CMP
 DG4605  PID         -  DG4605
 DG4605  STATE/COUNTY-  FL/ALACHUA
 DG4605  COUNTRY     -  US
 DG4605  USGS QUAD   -  MICANOPY (2018)
 DG4605
 DG4605                         *CURRENT SURVEY CONTROL
 DG4605  ______________________________________________________________________
 DG4605* NAD 83(1986) POSITION- 29 35 33.     (N) 082 20 21.     (W)   SCALED
 DG4605* NAVD 88 ORTHO HEIGHT -    22.628 (meters)       74.24  (feet) ADJUSTED
 DG4605  ______________________________________________________________________
 DG4605  GEOID HEIGHT    -        -27.870 (meters)                     GEOID18
 DG4605  DYNAMIC HEIGHT  -         22.597 (meters)       74.14  (feet) COMP
 DG4605  MODELED GRAVITY -    979,280.2   (mgal)                       NAVD 88
 DG4605
 DG4605  VERT ORDER      -  SECOND    CLASS I
 DG4605
 DG4605.The horizontal coordinates were scaled from a map and have
 DG4605.an estimated accuracy of +/- 6 seconds.
 DG4605
 DG4605.The orthometric height was determined by differential leveling and
 DG4605.adjusted by the NATIONAL GEODETIC SURVEY
 DG4605.in May 2004.
 DG4605
 DG4605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4605.GEOID18 height accuracy estimate available here.
 DG4605
 DG4605.Click photographs - Photos may exist for this station.
 DG4605
 DG4605.The dynamic height is computed by dividing the NAVD 88
 DG4605.geopotential number by the normal gravity value computed on the
 DG4605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4605.degrees latitude (g = 980.6199 gals.).
 DG4605
 DG4605.The modeled gravity was interpolated from observed gravity values.
 DG4605
 DG4605;                    North         East    Units  Estimated Accuracy
 DG4605;SPC FL N     -    67,660.      809,320.      MT  (+/- 180 meters Scaled)
 DG4605
 DG4605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN703743(NAD 83)
 DG4605
 DG4605                          SUPERSEDED SURVEY CONTROL
 DG4605
 DG4605.No superseded survey control is available for this station.
 DG4605
 DG4605_MARKER: DD = SURVEY DISK
 DG4605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG4605_STAMPING: 213 CMP 1965
 DG4605_MARK LOGO: USGS
 DG4605_PROJECTION: FLUSH
 DG4605_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG4605+STABILITY: SURFACE MOTION
 DG4605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG4605+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2022
 DG4605
 DG4605  HISTORY     - Date     Condition        Report By
 DG4605  HISTORY     - 1965     MONUMENTED       USGS
 DG4605  HISTORY     - 20021103 GOOD             FLDEP
 DG4605  HISTORY     - 20220217 GOOD             NGS
 DG4605
 DG4605                          STATION DESCRIPTION
 DG4605
 DG4605'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DG4605'THE MARK IS ABOUT 4.5 MI SOUTH OF GAINESVILLE, IN SECTION 4, TOWNSHIP
 DG4605'10 SOUTH, RANGE 20
 DG4605'EAST.
 DG4605'
 DG4605'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE
 DG4605'ROAD 331 ON THE
 DG4605'SOUTH SIDE OF GAINESVILLE, GO SOUTH ON U.S. HIGHWAY 441 FOR 1.55 MI TO
 DG4605'THE JUNCTION OF
 DG4605'SOUTHWEST 65TH PLACE ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN
 DG4605'THE TOP OF A
 DG4605'10-INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 0.5
 DG4605'FT BELOW THE
 DG4605'LEVEL OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 441.
 DG4605'
 DG4605'LOCATED 54.9 FT SOUTH OF A WOODEN POWER POLE NUMBERED CG37263, 47.7 FT
 DG4605'WEST OF THE
 DG4605'APPROXIMATE CENTERLINE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 441,
 DG4605'37.4 FT
 DG4605'SOUTH-SOUTHWEST OF A BURIED FIBER OPTIC CABLE WARNING POST NUMBER
 DG4605'04043, 34.0 FT NORTH
 DG4605'OF THE APPROXIMATE CENTERLINE OF SOUTHWEST 65TH PLACE, 5.0 FT
 DG4605'NORTH-NORTHEAST OF A
 DG4605'SOUTHERN BELL BURIED PHONE CABLE PEDESTAL NUMBER F6510 AND 1.1 FT EAST
 DG4605'OF A METAL
 DG4605'WITNESS POST.
 DG4605'
 DG4605'NOTE ADDITIONAL STAMPING ELEV. 75 FT. ABOVE SEA.
 DG4605'
 DG4605
 DG4605                          STATION RECOVERY (2022)
 DG4605
 DG4605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2022 (DJR)
 DG4605'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0112 ***********************************************************************
 AG0112  DESIGNATION -  214
 AG0112  PID         -  AG0112
 AG0112  STATE/COUNTY-  FL/PINELLAS
 AG0112  COUNTRY     -  US
 AG0112  USGS QUAD   -  CLEARWATER (2018)
 AG0112
 AG0112                         *CURRENT SURVEY CONTROL
 AG0112  ______________________________________________________________________
 AG0112* NAD 83(1986) POSITION- 27 53 47.80   (N) 082 49 42.68   (W)   HD_HELD1
 AG0112* NAVD 88 ORTHO HEIGHT -     1.737 (meters)        5.70  (feet) ADJUSTED
 AG0112  ______________________________________________________________________
 AG0112  GEOID HEIGHT    -        -24.477 (meters)                     GEOID18
 AG0112  DYNAMIC HEIGHT  -          1.734 (meters)        5.69  (feet) COMP
 AG0112  MODELED GRAVITY -    979,186.4   (mgal)                       NAVD 88
 AG0112
 AG0112  VERT ORDER      -  SECOND    CLASS II
 AG0112
 AG0112.The horizontal coordinates were determined by differentially corrected
 AG0112.hand held GPS observations or other comparable positioning techniques
 AG0112.and have an estimated accuracy of +/- 3 meters.
 AG0112
 AG0112.The orthometric height was determined by differential leveling and
 AG0112.adjusted by the NATIONAL GEODETIC SURVEY
 AG0112.in June 1991.
 AG0112
 AG0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0112.GEOID18 height accuracy estimate available here.
 AG0112
 AG0112.Click photographs - Photos may exist for this station.
 AG0112
 AG0112.The dynamic height is computed by dividing the NAVD 88
 AG0112.geopotential number by the normal gravity value computed on the
 AG0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0112.degrees latitude (g = 980.6199 gals.).
 AG0112
 AG0112.The modeled gravity was interpolated from observed gravity values.
 AG0112
 AG0112;                    North         East    Units  Estimated Accuracy
 AG0112;SPC FL W     -   395,028.2     118,430.5     MT  (+/- 3 meters HH1 GPS) 
 AG0112
 AG0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2002687093(NAD 83)
 AG0112
 AG0112                          SUPERSEDED SURVEY CONTROL
 AG0112
 AG0112  NGVD 29 (??/??/92)    2.001  (m)            6.56   (f) ADJ UNCH    2 2
 AG0112
 AG0112.Superseded values are not recommended for survey control.
 AG0112
 AG0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0112.See file dsdata.pdf to determine how the superseded data were derived.
 AG0112
 AG0112_MARKER: DD = SURVEY DISK
 AG0112_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0112_SP_SET: CULVERT HEADWALL
 AG0112_STAMPING: 214
 AG0112_MARK LOGO: FLSRD
 AG0112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0112+STABILITY: SURFACE MOTION
 AG0112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0112+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2023
 AG0112
 AG0112  HISTORY     - Date     Condition        Report By
 AG0112  HISTORY     - UNK      MONUMENTED       FLHD
 AG0112  HISTORY     - 1976     GOOD             FLDT
 AG0112  HISTORY     - 20080911 GOOD             PINCPW
 AG0112  HISTORY     - 20220115 GOOD             FGLDSV
 AG0112  HISTORY     - 20230106 GOOD             FLDEP
 AG0112
 AG0112                          STATION DESCRIPTION
 AG0112
 AG0112'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0112'AT LARGO.
 AG0112'TO REACH THE STATION FROM THE INTERSECTION OF WALSINGHAM RD.
 AG0112'(S.R. 688) AND INDIAN ROCKS RD. (S.R. 697), RUN NORTHERLY ON
 AG0112'INDIAN ROCKS RD. FOR 1.2 MILE.  STATION ON RIGHT, 22.5 FT. SW OF
 AG0112'THE CENTERLINE OF INDIAN ROCKS RD., 84.7 FT. S/SW OF THE CENTERLINE
 AG0112'OF OAK MANOR LANE, 19.2 FT. NE OF THE SOUTH END OF HEADWALL.
 AG0112'SET IN TOP OF THE CONCRETE HEADWALL.  SECTION 6, T 30S, R 15E.
 AG0112
 AG0112                          STATION RECOVERY (2008)
 AG0112
 AG0112'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0112'RECOVERED IN GOOD CONDITION.
 AG0112
 AG0112                          STATION RECOVERY (2022)
 AG0112
 AG0112'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2022 (JKI)
 AG0112'RECOVERED IN GOOD CONDITION.
 AG0112
 AG0112                          STATION RECOVERY (2023)
 AG0112
 AG0112'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (DLP)
 AG0112'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0113 ***********************************************************************
 AG0113  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0113  DESIGNATION -  215
 AG0113  PID         -  AG0113
 AG0113  STATE/COUNTY-  FL/PINELLAS
 AG0113  COUNTRY     -  US
 AG0113  USGS QUAD   -  CLEARWATER (2018)
 AG0113
 AG0113                         *CURRENT SURVEY CONTROL
 AG0113  ______________________________________________________________________
 AG0113* NAD 83(1986) POSITION- 27 55 01.     (N) 082 49 41.     (W)   SCALED
 AG0113* NAVD 88 ORTHO HEIGHT -     3.672 (meters)       12.05  (feet) ADJUSTED
 AG0113  ______________________________________________________________________
 AG0113  GEOID HEIGHT    -        -24.516 (meters)                     GEOID18
 AG0113  DYNAMIC HEIGHT  -          3.667 (meters)       12.03  (feet) COMP
 AG0113  MODELED GRAVITY -    979,187.3   (mgal)                       NAVD 88
 AG0113
 AG0113  VERT ORDER      -  SECOND    CLASS I
 AG0113
 AG0113.The horizontal coordinates were scaled from a map and have
 AG0113.an estimated accuracy of +/- 6 seconds.
 AG0113
 AG0113.The orthometric height was determined by differential leveling and
 AG0113.adjusted by the NATIONAL GEODETIC SURVEY
 AG0113.in June 1991.
 AG0113
 AG0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0113.GEOID18 height accuracy estimate available here.
 AG0113
 AG0113.This Tidal Bench Mark is designated as VM 6819
 AG0113.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0113
 AG0113.Click photographs - Photos may exist for this station.
 AG0113
 AG0113.The dynamic height is computed by dividing the NAVD 88
 AG0113.geopotential number by the normal gravity value computed on the
 AG0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0113.degrees latitude (g = 980.6199 gals.).
 AG0113
 AG0113.The modeled gravity was interpolated from observed gravity values.
 AG0113
 AG0113;                    North         East    Units  Estimated Accuracy
 AG0113;SPC FL W     -   397,280.      118,490.      MT  (+/- 180 meters Scaled)
 AG0113
 AG0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL201893(NAD 83)
 AG0113
 AG0113                          SUPERSEDED SURVEY CONTROL
 AG0113
 AG0113  NGVD 29 (??/??/92)    3.936  (m)           12.91   (f) ADJ UNCH    2 1
 AG0113
 AG0113.Superseded values are not recommended for survey control.
 AG0113
 AG0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0113.See file dsdata.pdf to determine how the superseded data were derived.
 AG0113
 AG0113_MARKER: DD = SURVEY DISK
 AG0113_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0113_SP_SET: BRIDGE WINGWALL
 AG0113_STAMPING: 215
 AG0113_MARK LOGO: FLHD
 AG0113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0113
 AG0113  HISTORY     - Date     Condition        Report By
 AG0113  HISTORY     - UNK      MONUMENTED       FLHD
 AG0113  HISTORY     - 1976     GOOD             FLDT
 AG0113  HISTORY     - 1982     GOOD             FLDNR
 AG0113
 AG0113                          STATION DESCRIPTION
 AG0113
 AG0113'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0113'AT BELLEAIR BLUFFS.
 AG0113'TO REACH THE STATION FROM THE INTERSECTION OF WALSINGHAM RD.
 AG0113'(S.R. 688) AND INDIAN ROCKS RD. (S.R. 697), RUN NORTHERLY ON
 AG0113'INDIAN ROCKS RD. FOR 2.85 MILE TO THE INTERSECTION OF WEST BAY
 AG0113'DRIVE, TURN LEFT ON WEST BAY DRIVE AND RUN WESTERLY FOR 0.7 MILE
 AG0113'TO THE SE CORNER OF BELLEAIR CAUSEWAY BASCULE BRIDGE.  STATION
 AG0113'ON LEFT.  SET IN TOP OF BRIDGE WINGWALL.  SECTION 32, T 29 S,
 AG0113'R 15 E.
 AG0113
 AG0113                          STATION RECOVERY (1982)
 AG0113
 AG0113'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0113'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0114 ***********************************************************************
 AG0114  DESIGNATION -  216
 AG0114  PID         -  AG0114
 AG0114  STATE/COUNTY-  FL/PINELLAS
 AG0114  COUNTRY     -  US
 AG0114  USGS QUAD   -  CLEARWATER (2018)
 AG0114
 AG0114                         *CURRENT SURVEY CONTROL
 AG0114  ______________________________________________________________________
 AG0114* NAD 83(1986) POSITION- 27 55 01.     (N) 082 50 02.     (W)   SCALED
 AG0114* NAVD 88 ORTHO HEIGHT -     3.658 (meters)       12.00  (feet) ADJUSTED
 AG0114  ______________________________________________________________________
 AG0114  GEOID HEIGHT    -        -24.507 (meters)                     GEOID18
 AG0114  DYNAMIC HEIGHT  -          3.653 (meters)       11.98  (feet) COMP
 AG0114  MODELED GRAVITY -    979,187.5   (mgal)                       NAVD 88
 AG0114
 AG0114  VERT ORDER      -  SECOND    CLASS II
 AG0114
 AG0114.The horizontal coordinates were scaled from a map and have
 AG0114.an estimated accuracy of +/- 6 seconds.
 AG0114
 AG0114.The orthometric height was determined by differential leveling and
 AG0114.adjusted by the NATIONAL GEODETIC SURVEY
 AG0114.in June 1991.
 AG0114
 AG0114.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0114.GEOID18 height accuracy estimate available here.
 AG0114
 AG0114.Click photographs - Photos may exist for this station.
 AG0114
 AG0114.The dynamic height is computed by dividing the NAVD 88
 AG0114.geopotential number by the normal gravity value computed on the
 AG0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0114.degrees latitude (g = 980.6199 gals.).
 AG0114
 AG0114.The modeled gravity was interpolated from observed gravity values.
 AG0114
 AG0114;                    North         East    Units  Estimated Accuracy
 AG0114;SPC FL W     -   397,290.      117,920.      MT  (+/- 180 meters Scaled)
 AG0114
 AG0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL195893(NAD 83)
 AG0114
 AG0114                          SUPERSEDED SURVEY CONTROL
 AG0114
 AG0114  NGVD 29 (??/??/92)    3.922  (m)           12.87   (f) ADJ UNCH    2 2
 AG0114
 AG0114.Superseded values are not recommended for survey control.
 AG0114
 AG0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0114.See file dsdata.pdf to determine how the superseded data were derived.
 AG0114
 AG0114_MARKER: DD = SURVEY DISK
 AG0114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0114_SP_SET: BRIDGE
 AG0114_STAMPING: 216
 AG0114_MARK LOGO: FLHD
 AG0114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0114
 AG0114  HISTORY     - Date     Condition        Report By
 AG0114  HISTORY     - UNK      MONUMENTED       FLHD
 AG0114  HISTORY     - 1976     GOOD             FLDT
 AG0114  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG0114
 AG0114                          STATION DESCRIPTION
 AG0114
 AG0114'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0114'AT BELLEAIR BEACH.
 AG0114'TO REACH THE STATION FROM THE INTERSECTION OF WALSINGHAM RD.
 AG0114'(S.R. 688) AND INDIAN ROCKS RD. (S.R. 697), RUN SOUTHERLY ON
 AG0114'INDIAN ROCKS RD. FOR 2.85 MILE TO THE INTERSECTION OF WEST BAY
 AG0114'DRIVE, TURN LEFT ON WEST BAY DRIVE, AND RUN WESTERLY FOR 1.0 MILE
 AG0114'TO THE SW CORNER OF BELLEAIR CAUSEWAY BASCULE BRIDGE.  STATION
 AG0114'ON LEFT.  SET IN TOP OF BRIDGE WINGWALL.  SECTION 31, T 29 S,
 AG0114'R 15 E.
 AG0114
 AG0114                          STATION RECOVERY (1983)
 AG0114
 AG0114'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0114'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0116 ***********************************************************************
 AG0116  DESIGNATION -  217
 AG0116  PID         -  AG0116
 AG0116  STATE/COUNTY-  FL/PINELLAS
 AG0116  COUNTRY     -  US
 AG0116  USGS QUAD   -  CLEARWATER (2018)
 AG0116
 AG0116                         *CURRENT SURVEY CONTROL
 AG0116  ______________________________________________________________________
 AG0116* NAD 83(1986) POSITION- 27 55 01.     (N) 082 50 29.     (W)   SCALED
 AG0116* NAVD 88 ORTHO HEIGHT -     3.507 (meters)       11.51  (feet) ADJUSTED
 AG0116  ______________________________________________________________________
 AG0116  GEOID HEIGHT    -        -24.496 (meters)                     GEOID18
 AG0116  DYNAMIC HEIGHT  -          3.502 (meters)       11.49  (feet) COMP
 AG0116  MODELED GRAVITY -    979,187.6   (mgal)                       NAVD 88
 AG0116
 AG0116  VERT ORDER      -  SECOND    CLASS II
 AG0116
 AG0116.The horizontal coordinates were scaled from a map and have
 AG0116.an estimated accuracy of +/- 6 seconds.
 AG0116
 AG0116.The orthometric height was determined by differential leveling and
 AG0116.adjusted by the NATIONAL GEODETIC SURVEY
 AG0116.in June 1991.
 AG0116
 AG0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0116.GEOID18 height accuracy estimate available here.
 AG0116
 AG0116.Click photographs - Photos may exist for this station.
 AG0116
 AG0116.The dynamic height is computed by dividing the NAVD 88
 AG0116.geopotential number by the normal gravity value computed on the
 AG0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0116.degrees latitude (g = 980.6199 gals.).
 AG0116
 AG0116.The modeled gravity was interpolated from observed gravity values.
 AG0116
 AG0116;                    North         East    Units  Estimated Accuracy
 AG0116;SPC FL W     -   397,290.      117,180.      MT  (+/- 180 meters Scaled)
 AG0116
 AG0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL187893(NAD 83)
 AG0116
 AG0116                          SUPERSEDED SURVEY CONTROL
 AG0116
 AG0116  NGVD 29 (??/??/92)    3.771  (m)           12.37   (f) ADJ UNCH    2 2
 AG0116
 AG0116.Superseded values are not recommended for survey control.
 AG0116
 AG0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0116.See file dsdata.pdf to determine how the superseded data were derived.
 AG0116
 AG0116_MARKER: DD = SURVEY DISK
 AG0116_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0116_SP_SET: BRIDGE SIDEWALK
 AG0116_STAMPING: 217
 AG0116_MARK LOGO: FLHD
 AG0116_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0116
 AG0116  HISTORY     - Date     Condition        Report By
 AG0116  HISTORY     - UNK      MONUMENTED       FLHD
 AG0116  HISTORY     - 1976     GOOD             FLDT
 AG0116  HISTORY     - 1983     GOOD             USPSQD
 AG0116
 AG0116                          STATION DESCRIPTION
 AG0116
 AG0116'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0116'AT BELLEAIR BEACH.
 AG0116'TO REACH THE STATION FROM THE INTERSECTION OF WALSINGHAM RD.
 AG0116'(S.R. 688) AND INDIAN ROCKS RD. (S.R. 697), RUN NORTHERLY ON
 AG0116'INDIAN ROCKS RD. FOR 2.85 MILE TO THE INTERSECTION OF WEST BAY
 AG0116'DRIVE, TURN LEFT ON WEST BAY DRIVE, AND RUN WESTERLY FOR 1.40
 AG0116'MILE TO THE NE CORNER OF BRIDGE.  STATION ON RIGHT.  SET IN TOP
 AG0116'OF THE CONCRETE SIDEWALK.  SECTION 31, T 29 S, R 15 E.
 AG0116
 AG0116                          STATION RECOVERY (1983)
 AG0116
 AG0116'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0116'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0115 ***********************************************************************
 AG0115  DESIGNATION -  217
 AG0115  PID         -  AG0115
 AG0115  STATE/COUNTY-  FL/PINELLAS
 AG0115  COUNTRY     -  US
 AG0115  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0115
 AG0115                         *CURRENT SURVEY CONTROL
 AG0115  ______________________________________________________________________
 AG0115* NAD 83(1986) POSITION- 27 46 01.     (N) 082 44 23.     (W)   SCALED
 AG0115* NAVD 88 ORTHO HEIGHT -     1.728 (meters)        5.67  (feet) ADJUSTED
 AG0115  ______________________________________________________________________
 AG0115  GEOID HEIGHT    -        -24.385 (meters)                     GEOID18
 AG0115  DYNAMIC HEIGHT  -          1.726 (meters)        5.66  (feet) COMP
 AG0115  MODELED GRAVITY -    979,175.9   (mgal)                       NAVD 88
 AG0115
 AG0115  VERT ORDER      -  SECOND    CLASS II
 AG0115
 AG0115.The horizontal coordinates were scaled from a map and have
 AG0115.an estimated accuracy of +/- 6 seconds.
 AG0115
 AG0115.The orthometric height was determined by differential leveling and
 AG0115.adjusted by the NATIONAL GEODETIC SURVEY
 AG0115.in June 1991.
 AG0115
 AG0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0115.GEOID18 height accuracy estimate available here.
 AG0115
 AG0115.Click photographs - Photos may exist for this station.
 AG0115
 AG0115.The dynamic height is computed by dividing the NAVD 88
 AG0115.geopotential number by the normal gravity value computed on the
 AG0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0115.degrees latitude (g = 980.6199 gals.).
 AG0115
 AG0115.The modeled gravity was interpolated from observed gravity values.
 AG0115
 AG0115;                    North         East    Units  Estimated Accuracy
 AG0115;SPC FL W     -   380,600.      127,090.      MT  (+/- 180 meters Scaled)
 AG0115
 AG0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285725(NAD 83)
 AG0115
 AG0115                          SUPERSEDED SURVEY CONTROL
 AG0115
 AG0115  NGVD 29 (??/??/92)    2.001  (m)            6.56   (f) ADJ UNCH    2 2
 AG0115
 AG0115.Superseded values are not recommended for survey control.
 AG0115
 AG0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0115.See file dsdata.pdf to determine how the superseded data were derived.
 AG0115
 AG0115_MARKER: DD = SURVEY DISK
 AG0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0115_MARK LOGO: FL2730
 AG0115_PROJECTION: PROJECTING 5 CENTIMETERS
 AG0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0115+STABILITY: SURFACE MOTION
 AG0115
 AG0115  HISTORY     - Date     Condition        Report By
 AG0115  HISTORY     - UNK      MONUMENTED       FL2730
 AG0115  HISTORY     - 1976     GOOD             FLDT
 AG0115  HISTORY     - 1977     GOOD             FL-103
 AG0115  HISTORY     - 19980129 GOOD             USPSQD
 AG0115  HISTORY     - 20080930 GOOD             PINCPW
 AG0115
 AG0115                          STATION DESCRIPTION
 AG0115
 AG0115'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0115'AT ST PETERSBURG.
 AG0115'TO REACH THE STATION FROM THE JUNCTION OF 75TH AVENUE (A19A/S.R.
 AG0115'690) AND GULF BLVD. (A19A/S.R. 699) IN ST. PETERSBURG BEACH, RUN
 AG0115'EASTERLY AND NORTHEASTERLY ON S.R. 690 FOR 1.65 MILE TO THE
 AG0115'INTERSECTION OF SUNSET DRIVE SOUTH, TURN LEFT ON SUNSET DRIVE SOUTH
 AG0115'AND RUN EASTERLY FOR 0.45 MILE TO THE JUNCTION OF VILLAGRANDE
 AG0115'AVENUE S., CONTINUE NORTHERLY ON VILLAGRANDE AVENUE S. FOR 0.25
 AG0115'MILE TO THE INTERSECTION OF PARK STREET S.  STATION ON LEFT, SW
 AG0115'CORNER OF INTERSECTION, 48.0 FT. NW OF THE CENTERLINE OF VILLAGRANDE
 AG0115'AVENUE S., 37.8 FT. SW OF THE CENTERLINE OF PARK STREET S., 34.0
 AG0115'FT. E/NE OF A 24 INCH PINE TREE, 15.0 FT. NORTH OF A 10 INCH
 AG0115'PALM TREE.  SET IN TOP OF A CONCRETE POST THAT IS 2 INCHES ABOVE
 AG0115'THE GROUND.  SECTION 19, T31S, R16E.
 AG0115
 AG0115                          STATION RECOVERY (1977)
 AG0115
 AG0115'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0115'RECOVERED IN GOOD CONDITION.
 AG0115
 AG0115                          STATION RECOVERY (1998)
 AG0115
 AG0115'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0115'RECOVERED IN GOOD CONDITION.
 AG0115
 AG0115                          STATION RECOVERY (2008)
 AG0115
 AG0115'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0115'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ4722 ***********************************************************************
 AJ4722  DESIGNATION -  217
 AJ4722  PID         -  AJ4722
 AJ4722  STATE/COUNTY-  FL/ST JOHNS
 AJ4722  COUNTRY     -  US
 AJ4722  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 AJ4722
 AJ4722                         *CURRENT SURVEY CONTROL
 AJ4722  ______________________________________________________________________
 AJ4722* NAD 83(1986) POSITION- 29 51 30.     (N) 081 15 55.     (W)   SCALED
 AJ4722* NAVD 88 ORTHO HEIGHT -     3.122 (meters)       10.24  (feet) ADJUSTED
 AJ4722  ______________________________________________________________________
 AJ4722  GEOID HEIGHT    -        -28.701 (meters)                     GEOID18
 AJ4722  DYNAMIC HEIGHT  -          3.117 (meters)       10.23  (feet) COMP
 AJ4722  MODELED GRAVITY -    979,313.3   (mgal)                       NAVD 88
 AJ4722
 AJ4722  VERT ORDER      -  SECOND    CLASS I
 AJ4722
 AJ4722.The horizontal coordinates were scaled from a map and have
 AJ4722.an estimated accuracy of +/- 6 seconds.
 AJ4722
 AJ4722.The orthometric height was determined by differential leveling and
 AJ4722.adjusted by the NATIONAL GEODETIC SURVEY
 AJ4722.in April 2002.
 AJ4722
 AJ4722.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4722.GEOID18 height accuracy estimate available here.
 AJ4722
 AJ4722.Click photographs - Photos may exist for this station.
 AJ4722
 AJ4722.The dynamic height is computed by dividing the NAVD 88
 AJ4722.geopotential number by the normal gravity value computed on the
 AJ4722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4722.degrees latitude (g = 980.6199 gals.).
 AJ4722
 AJ4722.The modeled gravity was interpolated from observed gravity values.
 AJ4722
 AJ4722;                    North         East    Units  Estimated Accuracy
 AJ4722;SPC FL E     -   612,190.      174,370.      MT  (+/- 180 meters Scaled)
 AJ4722
 AJ4722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP743031(NAD 83)
 AJ4722
 AJ4722                          SUPERSEDED SURVEY CONTROL
 AJ4722
 AJ4722.No superseded survey control is available for this station.
 AJ4722
 AJ4722_MARKER: DB = BENCH MARK DISK
 AJ4722_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ4722_SP_SET: SEAWALL
 AJ4722_STAMPING: 217 60.5 1948
 AJ4722_MARK LOGO: USACE
 AJ4722_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4722
 AJ4722  HISTORY     - Date     Condition        Report By
 AJ4722  HISTORY     - 1948     MONUMENTED       USACE
 AJ4722  HISTORY     - 1987     GOOD             FLDNR
 AJ4722  HISTORY     - 20090723 MARK NOT FOUND   FL-109
 AJ4722
 AJ4722                          STATION DESCRIPTION
 AJ4722
 AJ4722'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AJ4722'THE MARK IS LOCATED ABOUT 300 FEET NORTH OF THE NORTHWEST END OF THE
 AJ4722'ST. JOHNS COUNTY FISHING PIER AT ST. AUGUSTINE BEACH.  THE MARK IS SET
 AJ4722'IN THE TOP OF THE NORTHEAST CORNER OF A LARGE SEAWALL.  THE MARK BEARS
 AJ4722'1.3 FEET WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE SEAWALL AND
 AJ4722'82.5 FEET EAST OF THE SOUTHWEST INSIDE CORNER OF THE SEAWALL.
 AJ4722
 AJ4722                          STATION RECOVERY (2009)
 AJ4722
 AJ4722'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2009 (RB)
 AJ4722'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ6115 ***********************************************************************
 AJ6115  DESIGNATION -  217
 AJ6115  PID         -  AJ6115
 AJ6115  STATE/COUNTY-  FL/OKEECHOBEE
 AJ6115  COUNTRY     -  US
 AJ6115  USGS QUAD   -  TAYLOR CREEK NE (2018)
 AJ6115
 AJ6115                         *CURRENT SURVEY CONTROL
 AJ6115  ______________________________________________________________________
 AJ6115* NAD 83(1986) POSITION- 27 24 18.     (N) 080 48 52.     (W)   SCALED
 AJ6115* NAVD 88 ORTHO HEIGHT -    18.807 (meters)       61.70  (feet) ADJUSTED
 AJ6115  ______________________________________________________________________
 AJ6115  GEOID HEIGHT    -        -26.641 (meters)                     GEOID18
 AJ6115  DYNAMIC HEIGHT  -         18.778 (meters)       61.61  (feet) COMP
 AJ6115  MODELED GRAVITY -    979,135.2   (mgal)                       NAVD 88
 AJ6115
 AJ6115  VERT ORDER      -  SECOND    CLASS I
 AJ6115
 AJ6115.The horizontal coordinates were scaled from a map and have
 AJ6115.an estimated accuracy of +/- 6 seconds.
 AJ6115
 AJ6115.The orthometric height was determined by differential leveling and
 AJ6115.adjusted by the NATIONAL GEODETIC SURVEY
 AJ6115.in January 2002.
 AJ6115
 AJ6115.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6115.GEOID18 height accuracy estimate available here.
 AJ6115
 AJ6115.Click photographs - Photos may exist for this station.
 AJ6115
 AJ6115.The dynamic height is computed by dividing the NAVD 88
 AJ6115.geopotential number by the normal gravity value computed on the
 AJ6115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6115.degrees latitude (g = 980.6199 gals.).
 AJ6115
 AJ6115.The modeled gravity was interpolated from observed gravity values.
 AJ6115
 AJ6115;                    North         East    Units  Estimated Accuracy
 AJ6115;SPC FL E     -   340,290.      218,350.      MT  (+/- 180 meters Scaled)
 AJ6115
 AJ6115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL183313(NAD 83)
 AJ6115
 AJ6115                          SUPERSEDED SURVEY CONTROL
 AJ6115
 AJ6115.No superseded survey control is available for this station.
 AJ6115
 AJ6115_MARKER: DD = SURVEY DISK
 AJ6115_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AJ6115_STAMPING: BM 217
 AJ6115_MARK LOGO: FLDT
 AJ6115_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AJ6115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ6115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ6115+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2000
 AJ6115
 AJ6115  HISTORY     - Date     Condition        Report By
 AJ6115  HISTORY     - UNK      MONUMENTED       FLDT
 AJ6115  HISTORY     - 20001103 GOOD             FLDEP
 AJ6115  HISTORY     - 20211110 MARK NOT FOUND   GEOCAC
 AJ6115
 AJ6115                          STATION DESCRIPTION
 AJ6115
 AJ6115'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ6115'THE MARK IS ABOUT 11.3 MI (18.2 KM) NORTH OF OKEECHOBEE, 7.3 MI (11.7
 AJ6115'KM) SOUTH OF FORT DRUM ON U.S.  HIGHWAY 441, IN SECTION 22, TOWNSHIP
 AJ6115'35 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 AJ6115'U.S.  HIGHWAY 441 (PARROTT STREET) AND STATE ROAD 70 (PARK STREET) IN
 AJ6115'OKEECHOBEE, GO NORTH ON U.S.  HIGHWAY 441 (PARROTT STREET) FOR 11.3 MI
 AJ6115'(18.2 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A PREFABRICATED
 AJ6115'CONCRETE POST RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE GROUND
 AJ6115'AND BELOW THE LEVEL OF U.S.  HIGHWAY 441. LOCATED 96.0 FT (29.3 M)
 AJ6115'EAST OF THE CENTERLINE OF U.S.  HIGHWAY 441, 4.3 FT (1.3 M) SOUTH OF
 AJ6115'THE SOUTHEAST CORNER OF A 18.0 FT (5.5 M) X 21.0 FT (6.4 M) 8-FOOT
 AJ6115'TALL CHAINLINK FENCED AREA WITH TW0 POWER POLE WITH TWO GUY WIRES
 AJ6115'ATTACHED AND 1.1 FT (0.3 M) WEST OF A FLDOT METAL WITNESS POST.
 AJ6115
 AJ6115                          STATION RECOVERY (2021)
 AJ6115
 AJ6115'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AJ6115'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8324 ***********************************************************************
 AG8324  DESIGNATION -  217 A
 AG8324  PID         -  AG8324
 AG8324  STATE/COUNTY-  FL/SARASOTA
 AG8324  COUNTRY     -  US
 AG8324  USGS QUAD   -  BEE RIDGE (2018)
 AG8324
 AG8324                         *CURRENT SURVEY CONTROL
 AG8324  ______________________________________________________________________
 AG8324* NAD 83(1986) POSITION- 27 20 18.     (N) 082 24 58.     (W)   SCALED
 AG8324* NAVD 88 ORTHO HEIGHT -    10.379 (meters)       34.05  (feet) ADJUSTED
 AG8324  ______________________________________________________________________
 AG8324  GEOID HEIGHT    -        -24.445 (meters)                     GEOID18
 AG8324  DYNAMIC HEIGHT  -         10.363 (meters)       34.00  (feet) COMP
 AG8324  MODELED GRAVITY -    979,127.0   (mgal)                       NAVD 88
 AG8324
 AG8324  VERT ORDER      -  SECOND    CLASS II
 AG8324
 AG8324.The horizontal coordinates were scaled from a map and have
 AG8324.an estimated accuracy of +/- 6 seconds.
 AG8324
 AG8324.The orthometric height was determined by differential leveling and
 AG8324.adjusted by the NATIONAL GEODETIC SURVEY
 AG8324.in June 1991.
 AG8324
 AG8324.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8324.GEOID18 height accuracy estimate available here.
 AG8324
 AG8324.Click photographs - Photos may exist for this station.
 AG8324
 AG8324.The dynamic height is computed by dividing the NAVD 88
 AG8324.geopotential number by the normal gravity value computed on the
 AG8324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG8324.degrees latitude (g = 980.6199 gals.).
 AG8324
 AG8324.The modeled gravity was interpolated from observed gravity values.
 AG8324
 AG8324;                    North         East    Units  Estimated Accuracy
 AG8324;SPC FL W     -   332,960.      158,830.      MT  (+/- 180 meters Scaled)
 AG8324
 AG8324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL599247(NAD 83)
 AG8324
 AG8324                          SUPERSEDED SURVEY CONTROL
 AG8324
 AG8324  NGVD 29 (09/01/92)   10.685  (m)           35.06   (f) ADJUSTED    2 2
 AG8324
 AG8324.Superseded values are not recommended for survey control.
 AG8324
 AG8324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8324.See file dsdata.pdf to determine how the superseded data were derived.
 AG8324
 AG8324_MARKER: DD = SURVEY DISK
 AG8324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8324_STAMPING: 217 A 35.15
 AG8324_MARK LOGO: FL-115
 AG8324_PROJECTION: PROJECTING 15 CENTIMETERS
 AG8324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8324+STABILITY: SURFACE MOTION
 AG8324
 AG8324  HISTORY     - Date     Condition        Report By
 AG8324  HISTORY     - UNK      MONUMENTED       FL-115
 AG8324  HISTORY     - 1983     GOOD             FLDT
 AG8324  HISTORY     - 20020305 MARK NOT FOUND   USPSQD
 AG8324  HISTORY     - 20070605 MARK NOT FOUND   FLDEP
 AG8324
 AG8324                          STATION DESCRIPTION
 AG8324
 AG8324'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1983
 AG8324'5.0 MI EAST FROM SARASOTA.
 AG8324'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 780, ABOUT
 AG8324'3.0 MILES EAST OF SARASOTA, GO EAST ALONG STATE ROAD 780 FOR 2.0 MILES
 AG8324'TO THE INTERSECTION OF TATUM ROAD AND THE MARK.  IT IS A SARASOTA
 AG8324'COUNTY ENGINEERING DEPARTMENT DISK SET IN THE TOP OF A 6X6 INCH SQUARE
 AG8324'CONCRETE POST, 61.5 FEET SOUTH OF THE CENTER OF STATE ROAD 780, 24.5
 AG8324'FEET WEST OF THE CENTER OF TATUM ROAD AND 2.5 FEET NORTH OF A
 AG8324'TELEPHONE POLE.
 AG8324
 AG8324                          STATION RECOVERY (2002)
 AG8324
 AG8324'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG8324'FOUND POST BURIED AND BROKEN OFF TOP AND DISK GONE
 AG8324
 AG8324                          STATION RECOVERY (2007)
 AG8324
 AG8324'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG8324'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0117 ***********************************************************************
 AG0117  DESIGNATION -  218
 AG0117  PID         -  AG0117
 AG0117  STATE/COUNTY-  FL/PINELLAS
 AG0117  COUNTRY     -  US
 AG0117  USGS QUAD   -  CLEARWATER (2018)
 AG0117
 AG0117                         *CURRENT SURVEY CONTROL
 AG0117  ______________________________________________________________________
 AG0117* NAD 83(1986) POSITION- 27 55 01.     (N) 082 50 29.     (W)   SCALED
 AG0117* NAVD 88 ORTHO HEIGHT -     3.743 (meters)       12.28  (feet) ADJUSTED
 AG0117  ______________________________________________________________________
 AG0117  GEOID HEIGHT    -        -24.496 (meters)                     GEOID18
 AG0117  DYNAMIC HEIGHT  -          3.737 (meters)       12.26  (feet) COMP
 AG0117  MODELED GRAVITY -    979,187.6   (mgal)                       NAVD 88
 AG0117
 AG0117  VERT ORDER      -  SECOND    CLASS II
 AG0117
 AG0117.The horizontal coordinates were scaled from a map and have
 AG0117.an estimated accuracy of +/- 6 seconds.
 AG0117
 AG0117.The orthometric height was determined by differential leveling and
 AG0117.adjusted by the NATIONAL GEODETIC SURVEY
 AG0117.in June 1991.
 AG0117
 AG0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0117.GEOID18 height accuracy estimate available here.
 AG0117
 AG0117.Click photographs - Photos may exist for this station.
 AG0117
 AG0117.The dynamic height is computed by dividing the NAVD 88
 AG0117.geopotential number by the normal gravity value computed on the
 AG0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0117.degrees latitude (g = 980.6199 gals.).
 AG0117
 AG0117.The modeled gravity was interpolated from observed gravity values.
 AG0117
 AG0117;                    North         East    Units  Estimated Accuracy
 AG0117;SPC FL W     -   397,290.      117,180.      MT  (+/- 180 meters Scaled)
 AG0117
 AG0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL187893(NAD 83)
 AG0117
 AG0117                          SUPERSEDED SURVEY CONTROL
 AG0117
 AG0117  NGVD 29 (??/??/92)    4.006  (m)           13.14   (f) ADJ UNCH    2 2
 AG0117
 AG0117.Superseded values are not recommended for survey control.
 AG0117
 AG0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0117.See file dsdata.pdf to determine how the superseded data were derived.
 AG0117
 AG0117_MARKER: DD = SURVEY DISK
 AG0117_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0117_SP_SET: BRIDGE SIDEWALK
 AG0117_STAMPING: 218
 AG0117_MARK LOGO: FLHD
 AG0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0117
 AG0117  HISTORY     - Date     Condition        Report By
 AG0117  HISTORY     - UNK      MONUMENTED       FLHD
 AG0117  HISTORY     - 1976     GOOD             FLDT
 AG0117  HISTORY     - 1983     GOOD             USPSQD
 AG0117
 AG0117                          STATION DESCRIPTION
 AG0117
 AG0117'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0117'AT BELLEAIR BEACH.
 AG0117'TO REACH THE STATION FROM THE INTERSECTION OF WALSINGHAM RD.
 AG0117'(S.R. 688) AND INDIAN ROCKS RD. (S.R. 697), RUN NORTHERLY ON
 AG0117'INDIAN ROCKS RD. FOR 2.85 MILE TO THE INTERSECTION OF WEST BAY
 AG0117'DRIVE, TURN LEFT ON WEST BAY DRIVE AND RUN WESTERLY FOR 1.45 MILE
 AG0117'TO THE SW CORNER OF BRIDGE.  STATION ON LEFT.  SET IN TOP OF
 AG0117'CONCRETE SIDEWALK.  SECTION 31, T 29 S, R 15 E.
 AG0117
 AG0117                          STATION RECOVERY (1983)
 AG0117
 AG0117'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG0117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0054 ***********************************************************************
 AL0054  DESIGNATION -  219
 AL0054  PID         -  AL0054
 AL0054  STATE/COUNTY-  FL/PINELLAS
 AL0054  COUNTRY     -  US
 AL0054  USGS QUAD   -  ELFERS (2018)
 AL0054
 AL0054                         *CURRENT SURVEY CONTROL
 AL0054  ______________________________________________________________________
 AL0054* NAD 83(1986) POSITION- 28 10 07.     (N) 082 44 23.     (W)   SCALED
 AL0054* NAVD 88 ORTHO HEIGHT -     4.704 (meters)       15.43  (feet) ADJUSTED
 AL0054  ______________________________________________________________________
 AL0054  GEOID HEIGHT    -        -25.180 (meters)                     GEOID18
 AL0054  DYNAMIC HEIGHT  -          4.698 (meters)       15.41  (feet) COMP
 AL0054  MODELED GRAVITY -    979,196.3   (mgal)                       NAVD 88
 AL0054
 AL0054  VERT ORDER      -  SECOND    CLASS II
 AL0054
 AL0054.The horizontal coordinates were scaled from a map and have
 AL0054.an estimated accuracy of +/- 6 seconds.
 AL0054
 AL0054.The orthometric height was determined by differential leveling and
 AL0054.adjusted by the NATIONAL GEODETIC SURVEY
 AL0054.in June 1991.
 AL0054
 AL0054.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0054.GEOID18 height accuracy estimate available here.
 AL0054
 AL0054.Click photographs - Photos may exist for this station.
 AL0054
 AL0054.The dynamic height is computed by dividing the NAVD 88
 AL0054.geopotential number by the normal gravity value computed on the
 AL0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0054.degrees latitude (g = 980.6199 gals.).
 AL0054
 AL0054.The modeled gravity was interpolated from observed gravity values.
 AL0054
 AL0054;                    North         East    Units  Estimated Accuracy
 AL0054;SPC FL W     -   425,120.      127,360.      MT  (+/- 180 meters Scaled)
 AL0054
 AL0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291171(NAD 83)
 AL0054
 AL0054                          SUPERSEDED SURVEY CONTROL
 AL0054
 AL0054  NGVD 29 (??/??/92)    4.963  (m)           16.28   (f) ADJ UNCH    2 2
 AL0054
 AL0054.Superseded values are not recommended for survey control.
 AL0054
 AL0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0054.See file dsdata.pdf to determine how the superseded data were derived.
 AL0054
 AL0054_MARKER: DD = SURVEY DISK
 AL0054_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0054_SP_SET: CULVERT HEADWALL
 AL0054_STAMPING: 219
 AL0054_MARK LOGO: FLSRD
 AL0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0054+STABILITY: SURFACE MOTION
 AL0054
 AL0054  HISTORY     - Date     Condition        Report By
 AL0054  HISTORY     - UNK      MONUMENTED       FLHD
 AL0054  HISTORY     - 1976     GOOD             FLDT
 AL0054  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0054  HISTORY     - 1990     GOOD             USPSQD
 AL0054
 AL0054                          STATION DESCRIPTION
 AL0054
 AL0054'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0054'AT TARPON SPRINGS.
 AL0054'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0054'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.05 MILE.  STATION ON
 AL0054'RIGHT, 74.7 FT. WEST OF THE CENTERLINE OF U.S. 19, 42.5 FT. SE
 AL0054'OF POWER POLE, NUMBER 12A-6504-R.  SET IN TOP OF CONCRETE
 AL0054'HEADWALL.  SECTION 6, T27S, R16E.
 AL0054
 AL0054                          STATION RECOVERY (1984)
 AL0054
 AL0054'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0054'MARK NOT FOUND.
 AL0054
 AL0054                          STATION RECOVERY (1990)
 AL0054
 AL0054'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8325 ***********************************************************************
 AG8325  DESIGNATION -  219
 AG8325  PID         -  AG8325
 AG8325  STATE/COUNTY-  FL/SARASOTA
 AG8325  COUNTRY     -  US
 AG8325  USGS QUAD   -  BEE RIDGE (2018)
 AG8325
 AG8325                         *CURRENT SURVEY CONTROL
 AG8325  ______________________________________________________________________
 AG8325* NAD 83(1986) POSITION- 27 20 17.     (N) 082 24 36.     (W)   SCALED
 AG8325* NAVD 88 ORTHO HEIGHT -    10.531 (meters)       34.55  (feet) ADJUSTED
 AG8325  ______________________________________________________________________
 AG8325  GEOID HEIGHT    -        -24.448 (meters)                     GEOID18
 AG8325  DYNAMIC HEIGHT  -         10.515 (meters)       34.50  (feet) COMP
 AG8325  MODELED GRAVITY -    979,126.8   (mgal)                       NAVD 88
 AG8325
 AG8325  VERT ORDER      -  SECOND    CLASS II
 AG8325
 AG8325.The horizontal coordinates were scaled from a map and have
 AG8325.an estimated accuracy of +/- 6 seconds.
 AG8325
 AG8325.The orthometric height was determined by differential leveling and
 AG8325.adjusted by the NATIONAL GEODETIC SURVEY
 AG8325.in June 1991.
 AG8325
 AG8325.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8325.GEOID18 height accuracy estimate available here.
 AG8325
 AG8325.Click photographs - Photos may exist for this station.
 AG8325
 AG8325.The dynamic height is computed by dividing the NAVD 88
 AG8325.geopotential number by the normal gravity value computed on the
 AG8325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG8325.degrees latitude (g = 980.6199 gals.).
 AG8325
 AG8325.The modeled gravity was interpolated from observed gravity values.
 AG8325
 AG8325;                    North         East    Units  Estimated Accuracy
 AG8325;SPC FL W     -   332,930.      159,430.      MT  (+/- 180 meters Scaled)
 AG8325
 AG8325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL605246(NAD 83)
 AG8325
 AG8325                          SUPERSEDED SURVEY CONTROL
 AG8325
 AG8325  NGVD 29 (09/01/92)   10.836  (m)           35.55   (f) ADJUSTED    2 2
 AG8325
 AG8325.Superseded values are not recommended for survey control.
 AG8325
 AG8325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8325.See file dsdata.pdf to determine how the superseded data were derived.
 AG8325
 AG8325_MARKER: DD = SURVEY DISK
 AG8325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8325_STAMPING: NO 219 35.53
 AG8325_MARK LOGO: FL-115
 AG8325_PROJECTION: FLUSH
 AG8325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8325+STABILITY: SURFACE MOTION
 AG8325
 AG8325  HISTORY     - Date     Condition        Report By
 AG8325  HISTORY     - UNK      MONUMENTED       FL-115
 AG8325  HISTORY     - 1983     GOOD             FLDT
 AG8325  HISTORY     - 20020305 MARK NOT FOUND   USPSQD
 AG8325  HISTORY     - 20070604 MARK NOT FOUND   FLDEP
 AG8325
 AG8325                          STATION DESCRIPTION
 AG8325
 AG8325'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1983
 AG8325'5.4 MI EAST FROM SARASOTA.
 AG8325'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 780, ABOUT
 AG8325'3.0 MILES EAST OF SARASOTA, GO EAST ALONG STATE ROAD 780 FOR 2.4 MILES
 AG8325'TO THE DRIVEWAY LEADING SOUTH TO LAZY S RANCH AND THE MARK.  IT IS A
 AG8325'SARASOTA COUNTY ENGINEERING DEPARTMENT DISK SET IN THE TOP OF A 6X6
 AG8325'INCH SQUARE CONCRETE POST, 97.0 FEET EAST OF THE CENTER OF THE
 AG8325'DRIVEWAY LEADING SOUTH, 33.0 FEET SOUTH OF THE CENTER OF STATE ROAD
 AG8325'780 AND 1.0 FOOT NORTHWEST OF A FENCE CORNER POST.
 AG8325
 AG8325                          STATION RECOVERY (2002)
 AG8325
 AG8325'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG8325'NO WITNESS POST OR OTHER ABOVE GROUND ITEMS
 AG8325
 AG8325                          STATION RECOVERY (2007)
 AG8325
 AG8325'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG8325'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3374 ***********************************************************************
 AF3374  DESIGNATION -  22
 AF3374  PID         -  AF3374
 AF3374  STATE/COUNTY-  FL/INDIAN RIVER
 AF3374  COUNTRY     -  US
 AF3374  USGS QUAD   -  VERO BEACH (2018)
 AF3374
 AF3374                         *CURRENT SURVEY CONTROL
 AF3374  ______________________________________________________________________
 AF3374* NAD 83(1986) POSITION- 27 38 18.31   (N) 080 24 52.82   (W)   HD_HELD1
 AF3374* NAVD 88 ORTHO HEIGHT -     6.224 (meters)       20.42  (feet) POSTED
 AF3374  ______________________________________________________________________
 AF3374  GEOID HEIGHT    -        -27.664 (meters)                     GEOID18
 AF3374  DYNAMIC HEIGHT  -          6.21  (meters)       20.4   (feet) COMP
 AF3374  MODELED GRAVITY -    979,156.1   (mgal)                       NAVD 88
 AF3374
 AF3374  VERT ORDER      -  * POSTED, SEE BELOW
 AF3374
 AF3374.The horizontal coordinates were determined by differentially corrected
 AF3374.hand held GPS observations or other comparable positioning techniques
 AF3374.and have an estimated accuracy of +/- 3 meters.
 AF3374
 AF3374.The orthometric height was determined by differential leveling
 AF3374.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AF3374
 AF3374.* This is a POSTED BENCH MARK height.
 AF3374
 AF3374.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3374.GEOID18 height accuracy estimate available here.
 AF3374
 AF3374.Click photographs - Photos may exist for this station.
 AF3374
 AF3374.The dynamic height is computed by dividing the NAVD 88
 AF3374.geopotential number by the normal gravity value computed on the
 AF3374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3374.degrees latitude (g = 980.6199 gals.).
 AF3374
 AF3374.The modeled gravity was interpolated from observed gravity values.
 AF3374
 AF3374;                    North         East    Units  Estimated Accuracy
 AF3374;SPC FL E     -   366,279.1     257,762.1     MT  (+/- 3 meters HH1 GPS) 
 AF3374
 AF3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5774257286(NAD 83)
 AF3374
 AF3374                          SUPERSEDED SURVEY CONTROL
 AF3374
 AF3374  NGVD 29 (??/??/92)    6.64   (m)           21.8    (f) COMPUTED    2 0
 AF3374
 AF3374.Superseded values are not recommended for survey control.
 AF3374
 AF3374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3374.See file dsdata.pdf to determine how the superseded data were derived.
 AF3374
 AF3374_MARKER: DD = SURVEY DISK
 AF3374_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AF3374_STAMPING: AV 2
 AF3374_MARK LOGO: CGS+SS
 AF3374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3374
 AF3374  HISTORY     - Date     Condition        Report By
 AF3374  HISTORY     - 1934     MONUMENTED       FLGS
 AF3374  HISTORY     - 1945     GOOD             CGS
 AF3374  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF3374  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF3374  HISTORY     - 19971016 MARK NOT FOUND   USPSQD
 AF3374
 AF3374                          STATION DESCRIPTION
 AF3374
 AF3374'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AF3374'AT VERO BEACH.
 AF3374'1 MILE WEST ALONG STATE HIGHWAY 60 FROM THE CITY HALL AT VERO
 AF3374'BEACH, INDIAN RIVER COUNTY, 25 FEET NORTH OF THE CENTERLINE
 AF3374'OF THE HIGHWAY, 10 FEET WEST OF A HYDRANT, 6 FEET EAST OF A ROW
 AF3374'OF POLES RUNNING NORTH AND SOUTH, AND IN LINE WITH A ROW OF POLES
 AF3374'RUNNING EAST AND WEST.  A STATE SURVEY DISK, SET IN THE TOP OF A
 AF3374'CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- MARK
 AF3374'PROBABLY COVERED WHEN A NEW PAVED STREET WAS BUILT.
 AF3374
 AF3374                          STATION RECOVERY (1989)
 AF3374
 AF3374'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3374'MARK NOT FOUND.
 AF3374
 AF3374                          STATION RECOVERY (1996)
 AF3374
 AF3374'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3374'MARK NOT FOUND.
 AF3374
 AF3374                          STATION RECOVERY (1997)
 AF3374
 AF3374'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF3374'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5102 ***********************************************************************
 DM5102  DESIGNATION -  22
 DM5102  PID         -  DM5102
 DM5102  STATE/COUNTY-  FL/SARASOTA
 DM5102  COUNTRY     -  US
 DM5102  USGS QUAD   -  BRADENTON (2018)
 DM5102
 DM5102                         *CURRENT SURVEY CONTROL
 DM5102  ______________________________________________________________________
 DM5102* NAD 83(1986) POSITION- 27 22 54.5    (N) 082 31 19.6    (W)   HD_HELD2
 DM5102* NAVD 88 ORTHO HEIGHT -     8.665 (meters)       28.43  (feet) ADJUSTED
 DM5102  ______________________________________________________________________
 DM5102  GEOID HEIGHT    -        -24.436 (meters)                     GEOID18
 DM5102  DYNAMIC HEIGHT  -          8.652 (meters)       28.39  (feet) COMP
 DM5102  MODELED GRAVITY -    979,131.7   (mgal)                       NAVD 88
 DM5102
 DM5102  VERT ORDER      -  FIRST     CLASS II
 DM5102
 DM5102.The horizontal coordinates were established by autonomous hand held GPS
 DM5102.observations and have an estimated accuracy of +/- 10 meters.
 DM5102
 DM5102.The orthometric height was determined by differential leveling and
 DM5102.adjusted by the NATIONAL GEODETIC SURVEY
 DM5102.in March 2011.
 DM5102
 DM5102.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5102.GEOID18 height accuracy estimate available here.
 DM5102
 DM5102.Click photographs - Photos may exist for this station.
 DM5102
 DM5102.The dynamic height is computed by dividing the NAVD 88
 DM5102.geopotential number by the normal gravity value computed on the
 DM5102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5102.degrees latitude (g = 980.6199 gals.).
 DM5102
 DM5102.The modeled gravity was interpolated from observed gravity values.
 DM5102
 DM5102;                    North         East    Units  Estimated Accuracy
 DM5102;SPC FL W     -   337,816.      148,357.      MT  (+/- 10 meters HH2 GPS)
 DM5102
 DM5102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4948629644(NAD 83)
 DM5102
 DM5102                          SUPERSEDED SURVEY CONTROL
 DM5102
 DM5102.No superseded survey control is available for this station.
 DM5102
 DM5102_MARKER: DB = BENCH MARK DISK
 DM5102_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM5102_STAMPING: 22
 DM5102_MARK LOGO: FL-115
 DM5102_PROJECTION: PROJECTING 18 CENTIMETERS
 DM5102_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 DM5102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5102+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2009
 DM5102
 DM5102  HISTORY     - Date     Condition        Report By
 DM5102  HISTORY     - UNK      MONUMENTED       FL-115
 DM5102  HISTORY     - 20090401 GOOD             FLDEP
 DM5102
 DM5102                          STATION DESCRIPTION
 DM5102
 DM5102'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM5102'THE MARK IS ABOUT 7.2 MI (11.6 KM) NORTH-NORTHWEST OF BEE RIDGE, 3.2
 DM5102'MI (5.1 KM) NORTH OF SARASOTA, IN SECTION 5, TOWNSHIP 36 SOUTH, RANGE
 DM5102'18 EAST.
 DM5102'
 DM5102'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DM5102'AND UNIVERSITY PARKWAY (COUNTY ROAD 750) ABOUT 6.2 MI (10.0 KM)
 DM5102'NORTHEAST OF SARASOTA, GO EAST ON UNIVERSITY PARKWAY (COUNTY ROAD 750)
 DM5102'FOR 4.5 MI (7.2 KM) TO THE INTERSECTION OF SHADE AVENUE.  TURN LEFT ON
 DM5102'SHADE AVENUE AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DM5102'DESOTO ROAD AND THE MARK ON THE LEFT, SET IN THE TOP OF A 6-INCH (15
 DM5102'CM) SQUARE CONCRETE POST PROJECTING 0.7 FT (21 CM) ABOVE THE LEVEL OF
 DM5102'THE GROUND AND LEVEL WITH DESOTO ROAD.
 DM5102'
 DM5102'LOCATED 39.3 FT (12.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF DESOTO
 DM5102'ROAD, 27.0 FT (8.2 M) EAST OF THE APPROXIMATE CENTERLINE OF SHADE
 DM5102'AVENUE, 2.9 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST AND 1.9
 DM5102'FT (0.6 M) NORTHWEST OF A WOODEN POWER POLE NUMBERED 5500.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1540 ***********************************************************************
 AQ1540  DESIGNATION -  22 CMP
 AQ1540  PID         -  AQ1540
 AQ1540  STATE/COUNTY-  FL/PUTNAM
 AQ1540  COUNTRY     -  US
 AQ1540  USGS QUAD   -  WELAKA (2018)
 AQ1540
 AQ1540                         *CURRENT SURVEY CONTROL
 AQ1540  ______________________________________________________________________
 AQ1540* NAD 83(1986) POSITION- 29 25 38.     (N) 081 38 36.     (W)   SCALED
 AQ1540* NAVD 88 ORTHO HEIGHT -     7.732 (meters)       25.37  (feet) ADJUSTED
 AQ1540  ______________________________________________________________________
 AQ1540  GEOID HEIGHT    -        -28.410 (meters)                     GEOID18
 AQ1540  DYNAMIC HEIGHT  -          7.721 (meters)       25.33  (feet) COMP
 AQ1540  MODELED GRAVITY -    979,269.4   (mgal)                       NAVD 88
 AQ1540
 AQ1540  VERT ORDER      -  SECOND    CLASS I
 AQ1540
 AQ1540.The horizontal coordinates were scaled from a map and have
 AQ1540.an estimated accuracy of +/- 6 seconds.
 AQ1540
 AQ1540.The orthometric height was determined by differential leveling and
 AQ1540.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1540.in June 1991.
 AQ1540
 AQ1540.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1540.GEOID18 height accuracy estimate available here.
 AQ1540
 AQ1540.Click photographs - Photos may exist for this station.
 AQ1540
 AQ1540.The dynamic height is computed by dividing the NAVD 88
 AQ1540.geopotential number by the normal gravity value computed on the
 AQ1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1540.degrees latitude (g = 980.6199 gals.).
 AQ1540
 AQ1540.The modeled gravity was interpolated from observed gravity values.
 AQ1540
 AQ1540;                    North         East    Units  Estimated Accuracy
 AQ1540;SPC FL E     -   564,550.      137,580.      MT  (+/- 180 meters Scaled)
 AQ1540
 AQ1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN375554(NAD 83)
 AQ1540
 AQ1540                          SUPERSEDED SURVEY CONTROL
 AQ1540
 AQ1540  NGVD 29 (09/01/92)    8.015  (m)           26.30   (f) ADJUSTED    2 1
 AQ1540
 AQ1540.Superseded values are not recommended for survey control.
 AQ1540
 AQ1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1540.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1540
 AQ1540_MARKER: DB = BENCH MARK DISK
 AQ1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1540_STAMPING: 22 CMP 1969
 AQ1540_MARK LOGO: USGS
 AQ1540_PROJECTION: RECESSED 3 CENTIMETERS
 AQ1540_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1540+STABILITY: SURFACE MOTION
 AQ1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1540+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1993
 AQ1540
 AQ1540  HISTORY     - Date     Condition        Report By
 AQ1540  HISTORY     - 1969     MONUMENTED       USGS
 AQ1540  HISTORY     - 1975     GOOD             FLDNR
 AQ1540  HISTORY     - 1985     GOOD             FLDNR
 AQ1540  HISTORY     - 19930914 GOOD             FLDEP
 AQ1540  HISTORY     - 20090819 GOOD             EXACTA
 AQ1540
 AQ1540                          STATION DESCRIPTION
 AQ1540
 AQ1540'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1540'AT FRUITLAND.
 AQ1540'AT FRUITLAND, 28 FEET NORTH AND 33 FEET EAST OF INTERSECTION
 AQ1540'OF STATE HIGHWAYS 309 AND 309, 3 FEET WEST OF POWER POLE,
 AQ1540'STANDARD TABLET STAMPED 22 CMP 1969.
 AQ1540
 AQ1540                          STATION RECOVERY (1985)
 AQ1540
 AQ1540'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1540'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AQ1540'JUNCTION OF COUNTY ROAD C-308B WITH COUNTY ROAD C-309 IN WELAKA, GO
 AQ1540'4.2 MILES SOUTH ON C-309 TO THE MARK.  THE MARK BEARS 30.2 FEET NORTH
 AQ1540'OF THE CENTERLINE OF C-308, 34 FEET EAST OF THE CENTERLINE OF C-309,
 AQ1540'4.1 FEET WEST-NORTHWEST OF A POWER POLE, AND 0.8 FOOT WEST OF A
 AQ1540'WITNESS POST.
 AQ1540'THE MARK IS ABOVE LEVEL WITH ROAD.
 AQ1540
 AQ1540                          STATION RECOVERY (1993)
 AQ1540
 AQ1540'RECOVERY NOTE BY FL DEPT OF ENV PRO 1993 (PBM)
 AQ1540'THE MARK IS ABOUT 5.0 MI (8.0 KM) SOUTHEAST OF WELAKA, IN THE TOWN OF
 AQ1540'FRUITLAND, IN SECTION 26, TOWNSHIP 12 SOUTH, RANGE 26 EAST. TO REACH
 AQ1540'THE STATION FROM THE JUNCTION OF COUNTY ROADS C-309 (THIRD AVENUE) AND
 AQ1540'C-308B (ELM STREET) IN WELAKA, GO SOUTHEASTERLY ON COUNTY ROAD C-309
 AQ1540'FOR 4.25 MI (6.84 KM) TO THE T JUNCTION OF COUNTY ROAD C-308 EAST AND
 AQ1540'THE MARK ON THE LEFT.  SET IN TOP OF A CONCRETE MONUMENT FLUSH WITH
 AQ1540'THE GROUND AND COUNTY ROAD C-309. LOCATED 34.0 EAST OF THE APPROXIMATE
 AQ1540'CENTERLINE OF COUNTY ROAD C-309, 30.2 FT (9.2 M) NORTH OF THE
 AQ1540'APPROXIMATE CENTERLINE OF COUNTY ROAD C-308, 35.8 4.1 FT (1.2 M)
 AQ1540'WEST-NORTHWEST OF A POWER POLE, AND 0.8 FT (24.4 CM) WEST OF A METAL
 AQ1540'WITNESS POST.
 AQ1540
 AQ1540                          STATION RECOVERY (2009)
 AQ1540
 AQ1540'RECOVERY NOTE BY EXACTA FL SURVEYING 2009 (CDM)
 AQ1540'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG3596 ***********************************************************************
 BG3596  DESIGNATION -  22 E 1 C USE
 BG3596  PID         -  BG3596
 BG3596  STATE/COUNTY-  FL/SANTA ROSA
 BG3596  COUNTRY     -  US
 BG3596  USGS QUAD   -  PACE (2018)
 BG3596
 BG3596                         *CURRENT SURVEY CONTROL
 BG3596  ______________________________________________________________________
 BG3596* NAD 83(1986) POSITION- 30 33 04.     (N) 087 11 41.     (W)   SCALED
 BG3596* NAVD 88 ORTHO HEIGHT -    10.343 (meters)       33.93  (feet) ADJUSTED
 BG3596* NAVD 88 EPOCH        -  2009.55
 BG3596  **This station is located in a suspected subsidence area (see below).
 BG3596  ______________________________________________________________________
 BG3596  GEOID HEIGHT    -        -27.493 (meters)                     GEOID18
 BG3596  DYNAMIC HEIGHT  -         10.330 (meters)       33.89  (feet) COMP
 BG3596  MODELED GRAVITY -    979,353.9   (mgal)                       NAVD 88
 BG3596
 BG3596  VERT ORDER      -  SECOND    CLASS I
 BG3596
 BG3596.The horizontal coordinates were scaled from a map and have
 BG3596.an estimated accuracy of +/- 6 seconds.
 BG3596
 BG3596.** This station is in an area of known vertical motion.  Due to the
 BG3596.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG3596.** determined the orthometric heights for marks in these suspect
 BG3596.** subsidence areas should be considered valid only at the epoch date
 BG3596.** associated with the orthometric height.  These heights must always
 BG3596.** be validated when used as control.  All previously superseded
 BG3596.** orthometric heights are now considered suspect and are available
 BG3596.** in the superseded section.  NGS does not recommend using suspect
 BG3596.** or superseded heights as control.
 BG3596
 BG3596.The orthometric height was determined by differential leveling and
 BG3596.adjusted by the NATIONAL GEODETIC SURVEY
 BG3596.in July 2012.
 BG3596
 BG3596.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG3596.GEOID18 height accuracy estimate available here.
 BG3596
 BG3596.Click photographs - Photos may exist for this station.
 BG3596
 BG3596.The dynamic height is computed by dividing the NAVD 88
 BG3596.geopotential number by the normal gravity value computed on the
 BG3596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3596.degrees latitude (g = 980.6199 gals.).
 BG3596
 BG3596.The modeled gravity was interpolated from observed gravity values.
 BG3596
 BG3596;                    North         East    Units  Estimated Accuracy
 BG3596;SPC FL N     -   174,990.      341,480.      MT  (+/- 180 meters Scaled)
 BG3596
 BG3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU813798(NAD 83)
 BG3596
 BG3596                          SUPERSEDED SURVEY CONTROL
 BG3596
 BG3596  NAVD 88 (06/15/91)   10.347  (m)           33.95   (f) SUPERSEDED  2 1
 BG3596
 BG3596.Superseded values are not recommended for survey control.
 BG3596
 BG3596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3596.See file dsdata.pdf to determine how the superseded data were derived.
 BG3596
 BG3596_MARKER: DD = SURVEY DISK
 BG3596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3596_STAMPING: 22 E-1C 1983
 BG3596_MARK LOGO: USACE
 BG3596_PROJECTION: RECESSED 3 CENTIMETERS
 BG3596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3596+STABILITY: SURFACE MOTION
 BG3596
 BG3596  HISTORY     - Date     Condition        Report By
 BG3596  HISTORY     - 1983     MONUMENTED       USACE
 BG3596  HISTORY     - 1984     GOOD             FLDNR
 BG3596  HISTORY     - 20040720 MARK NOT FOUND   USPSQD
 BG3596
 BG3596                          STATION DESCRIPTION
 BG3596
 BG3596'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3596'0.3 MI NORTH FROM RIVERVIEW.
 BG3596'THE MARK IS AT THE NORTH END OF THE U.S. HIGHWAY 90 BRIDGE OVER THE
 BG3596'ESCAMBIA RIVER.  THE MARK BEARS 20 FEET WEST-NORTHWEST OF THE
 BG3596'CENTERLINE OF THE U.S. 90 WESTBOUND LANE, 18 FEET NORTH-NORTHEAST OF
 BG3596'THE NORTHEAST END OF THE BRIDGE, AND 3 FEET EAST-SOUTHEAST OF A METAL
 BG3596'GUARDRAIL AND U.S. CORPS OF ENGINEERS WITNESS POST.
 BG3596'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BG3596
 BG3596                          STATION RECOVERY (2004)
 BG3596
 BG3596'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG3596'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0401 ***********************************************************************
 BE0401  DESIGNATION -  22 JWM USGS
 BE0401  PID         -  BE0401
 BE0401  STATE/COUNTY-  FL/JACKSON
 BE0401  COUNTRY     -  US
 BE0401  USGS QUAD   -  FAIRCHILD (2017)
 BE0401
 BE0401                         *CURRENT SURVEY CONTROL
 BE0401  ______________________________________________________________________
 BE0401* NAD 83(1986) POSITION- 30 52 06.     (N) 084 58 33.     (W)   SCALED
 BE0401* NAVD 88 ORTHO HEIGHT -    28.901 (meters)       94.82  (feet) ADJUSTED
 BE0401  ______________________________________________________________________
 BE0401  GEOID HEIGHT    -        -28.200 (meters)                     GEOID18
 BE0401  DYNAMIC HEIGHT  -         28.864 (meters)       94.70  (feet) COMP
 BE0401  MODELED GRAVITY -    979,351.8   (mgal)                       NAVD 88
 BE0401
 BE0401  VERT ORDER      -  SECOND    CLASS 0
 BE0401
 BE0401.The horizontal coordinates were scaled from a map and have
 BE0401.an estimated accuracy of +/- 6 seconds.
 BE0401
 BE0401.The orthometric height was determined by differential leveling and
 BE0401.adjusted by the NATIONAL GEODETIC SURVEY
 BE0401.in June 1991.
 BE0401
 BE0401.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0401.GEOID18 height accuracy estimate available here.
 BE0401
 BE0401.Click photographs - Photos may exist for this station.
 BE0401
 BE0401.The dynamic height is computed by dividing the NAVD 88
 BE0401.geopotential number by the normal gravity value computed on the
 BE0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0401.degrees latitude (g = 980.6199 gals.).
 BE0401
 BE0401.The modeled gravity was interpolated from observed gravity values.
 BE0401
 BE0401;                    North         East    Units  Estimated Accuracy
 BE0401;SPC FL N     -   207,200.      554,490.      MT  (+/- 180 meters Scaled)
 BE0401
 BE0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV935167(NAD 83)
 BE0401
 BE0401                          SUPERSEDED SURVEY CONTROL
 BE0401
 BE0401  NGVD 29 (??/??/92)   29.033  (m)           95.25   (f) ADJ UNCH    2 0
 BE0401
 BE0401.Superseded values are not recommended for survey control.
 BE0401
 BE0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0401.See file dsdata.pdf to determine how the superseded data were derived.
 BE0401
 BE0401_MARKER: DD = SURVEY DISK
 BE0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0401_STAMPING: 22 JWM 1951 96
 BE0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0401+STABILITY: SURFACE MOTION
 BE0401
 BE0401  HISTORY     - Date     Condition        Report By
 BE0401  HISTORY     - 1951     MONUMENTED       USGS
 BE0401  HISTORY     - 1952     GOOD             CGS
 BE0401  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0401
 BE0401                          STATION DESCRIPTION
 BE0401
 BE0401'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0401'4.6 MI SE FROM LOVEDALE.
 BE0401'ABOUT 2.5 MILES EAST ALONG A GRADED ROAD FROM THE CHURCH AND
 BE0401'CEMETERY AT LOVEDALE, THENCE ABOUT 0.8 MILE SOUTHEAST ALONG A
 BE0401'GRADED ROAD, THENCE ABOUT 1.3 MILES EAST ALONG A GRADED ROAD,
 BE0401'ABOUT 1.1 MILES EAST OF CROSSROADS AT PARRAMORE, ABOUT 0.25
 BE0401'MILE EAST OF A GROUP OF LARGE OAK TREES AND BRICK CHIMNEY AT
 BE0401'AN OLD HOUSE SITE, 24 FEET SOUTH OF CENTER LINE OF ROAD, 42 FEET
 BE0401'SOUTH AND ACROSS ROAD FROM CENTER OF A FARM GATE, 10 FEET EAST OF
 BE0401'CENTER OF A FIRE LANE, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND
 BE0401'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BE0401
 BE0401                          STATION RECOVERY (2001)
 BE0401
 BE0401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0401'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7503 ***********************************************************************
 AG7503  DESIGNATION -  22 ND ST
 AG7503  PID         -  AG7503
 AG7503  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7503  COUNTRY     -  US
 AG7503  USGS QUAD   -  TAMPA (2018)
 AG7503
 AG7503                         *CURRENT SURVEY CONTROL
 AG7503  ______________________________________________________________________
 AG7503* NAD 83(1986) POSITION- 27 55 54.9    (N) 082 25 44.5    (W)   HD_HELD2
 AG7503* NAVD 88 ORTHO HEIGHT -     6.986 (meters)       22.92  (feet) ADJUSTED
 AG7503  ______________________________________________________________________
 AG7503  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 AG7503  DYNAMIC HEIGHT  -          6.976 (meters)       22.89  (feet) COMP
 AG7503  MODELED GRAVITY -    979,185.1   (mgal)                       NAVD 88
 AG7503
 AG7503  VERT ORDER      -  FIRST     CLASS II
 AG7503
 AG7503.The horizontal coordinates were established by autonomous hand held GPS
 AG7503.observations and have an estimated accuracy of +/- 10 meters.
 AG7503
 AG7503.The orthometric height was determined by differential leveling and
 AG7503.adjusted by the NATIONAL GEODETIC SURVEY
 AG7503.in September 2010.
 AG7503
 AG7503.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7503.GEOID18 height accuracy estimate available here.
 AG7503
 AG7503.Click photographs - Photos may exist for this station.
 AG7503
 AG7503.The dynamic height is computed by dividing the NAVD 88
 AG7503.geopotential number by the normal gravity value computed on the
 AG7503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7503.degrees latitude (g = 980.6199 gals.).
 AG7503
 AG7503.The modeled gravity was interpolated from observed gravity values.
 AG7503
 AG7503;                    North         East    Units  Estimated Accuracy
 AG7503;SPC FL W     -   398,739.      157,776.      MT  (+/- 10 meters HH2 GPS)
 AG7503
 AG7503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5939790481(NAD 83)
 AG7503
 AG7503                          SUPERSEDED SURVEY CONTROL
 AG7503
 AG7503  NAVD 88 (06/15/91)    6.995  (m)           22.95   (f) SUPERSEDED  2 1
 AG7503
 AG7503.Superseded values are not recommended for survey control.
 AG7503
 AG7503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7503.See file dsdata.pdf to determine how the superseded data were derived.
 AG7503
 AG7503_MARKER: DD = SURVEY DISK
 AG7503_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7503_SP_SET: BRIDGE RAIL
 AG7503_STAMPING: 22ND ST.
 AG7503_MARK LOGO: FLDT
 AG7503_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7503+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2012
 AG7503
 AG7503  HISTORY     - Date     Condition        Report By
 AG7503  HISTORY     - UNK      MONUMENTED       FLDT
 AG7503  HISTORY     - 1982     GOOD             FLDNR
 AG7503  HISTORY     - 20080903 GOOD             FLDEP
 AG7503  HISTORY     - 20120820 GOOD             ELENGR
 AG7503
 AG7503                          STATION DESCRIPTION
 AG7503
 AG7503'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7503'IN TAMPA.
 AG7503'THE MARK IS IN TAMPA, AT THE SOUTHEAST END OF THE 22ND STREET
 AG7503'CAUSEWAY BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY.  THE MARK IS SET
 AG7503'IN THE TOP OF THE CONCRETE RAIL, 22.6 FEET SOUTHWEST OF THE
 AG7503'CENTERLINE OF THE NORTHBOUND LANE OF THE BRIDGE, AND 5.5 FEET
 AG7503'NORTHWEST OF THE SOUTHEAST END OF THE RAIL FOR THE NORTHBOUND BRIDGE.
 AG7503'THE MARK IS 3 FT ABOVE ROAD.
 AG7503
 AG7503                          STATION RECOVERY (2008)
 AG7503
 AG7503'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7503'RECOVERED AS DESCRIBED.
 AG7503
 AG7503                          STATION RECOVERY (2012)
 AG7503
 AG7503'RECOVERY NOTE BY ELEMENT ENGINEERING GROUP 2012 (DKT)
 AG7503'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC1023 ***********************************************************************
 AC1023  TIDAL BM    -  This is a Tidal Bench Mark.
 AC1023  DESIGNATION -  22.35
 AC1023  PID         -  AC1023
 AC1023  STATE/COUNTY-  FL/MONROE
 AC1023  COUNTRY     -  US
 AC1023  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC1023
 AC1023                         *CURRENT SURVEY CONTROL
 AC1023  ______________________________________________________________________
 AC1023* NAD 83(1986) POSITION- 25 08 12.     (N) 080 24 10.     (W)   SCALED
 AC1023* NAVD 88 ORTHO HEIGHT -     6.354 (meters)       20.85  (feet) ADJUSTED
 AC1023  ______________________________________________________________________
 AC1023  GEOID HEIGHT    -        -24.416 (meters)                     GEOID18
 AC1023  DYNAMIC HEIGHT  -          6.344 (meters)       20.81  (feet) COMP
 AC1023  MODELED GRAVITY -    978,981.0   (mgal)                       NAVD 88
 AC1023
 AC1023  VERT ORDER      -  FIRST     CLASS II
 AC1023
 AC1023.The horizontal coordinates were scaled from a map and have
 AC1023.an estimated accuracy of +/- 6 seconds.
 AC1023
 AC1023.The orthometric height was determined by differential leveling and
 AC1023.adjusted by the NATIONAL GEODETIC SURVEY
 AC1023.in June 1991.
 AC1023
 AC1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC1023.GEOID18 height accuracy estimate available here.
 AC1023
 AC1023.This Tidal Bench Mark is designated as VM 5949
 AC1023.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC1023
 AC1023.Click photographs - Photos may exist for this station.
 AC1023
 AC1023.The dynamic height is computed by dividing the NAVD 88
 AC1023.geopotential number by the normal gravity value computed on the
 AC1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1023.degrees latitude (g = 980.6199 gals.).
 AC1023
 AC1023.The modeled gravity was interpolated from observed gravity values.
 AC1023
 AC1023;                    North         East    Units  Estimated Accuracy
 AC1023;SPC FL E     -    89,110.      260,220.      MT  (+/- 180 meters Scaled)
 AC1023
 AC1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH601802(NAD 83)
 AC1023
 AC1023                          SUPERSEDED SURVEY CONTROL
 AC1023
 AC1023  NGVD 29 (??/??/92)    6.833  (m)           22.42   (f) SUPERSEDED  1 2
 AC1023  NGVD 29 (09/01/92)    6.833  (m)           22.42   (f) ADJUSTED    1 2
 AC1023
 AC1023.Superseded values are not recommended for survey control.
 AC1023
 AC1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1023.See file dsdata.pdf to determine how the superseded data were derived.
 AC1023
 AC1023_STAMPING: 22.35
 AC1023_MARK LOGO: FLHD
 AC1023
 AC1023  HISTORY     - Date     Condition        Report By
 AC1023  HISTORY     - UNK      MONUMENTED       FLHD
 AC1023  HISTORY     - 1966     GOOD             CGS
 AC1023  HISTORY     - 1979     GOOD             NGS
 AC1023  HISTORY     - 1982     GOOD             FLDNR
 AC1023  HISTORY     - 1987     GOOD             USPSQD
 AC1023  HISTORY     - 1990     GOOD             USPSQD
 AC1023  HISTORY     - 20180822 MARK NOT FOUND   FLDEP
 AC1023
 AC1023                          STATION DESCRIPTION
 AC1023
 AC1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC1023'3.7 MI NE FROM KEY LARGO.
 AC1023'ABOUT 3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 AC1023'OFFICE AT KEY LARGO, AT THE 120-FOOT CONCRETE BRIDGE OVER
 AC1023'KEY LARGO CUT, SET IN THE TOP OF THE WING WALL AT THE SOUTH
 AC1023'CORNER OF THE BRIDGE, 18.5 FEET SOUTHEAST OF THE CENTER LINE
 AC1023'OF THE HIGHWAY, 0.6 FOOT SOUTHWEST OF THE SOUTHWEST END OF THE
 AC1023'METAL GUARD RAIL ALONG THE SOUTHEAST SIDE OF THE BRIDGE AND
 AC1023'ABOUT 3 FEET ABOVE THE LEVEL OF THE HIGHWAY.
 AC1023
 AC1023                          STATION RECOVERY (1979)
 AC1023
 AC1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AC1023'RECOVERED IN GOOD CONDITION.
 AC1023
 AC1023                          STATION RECOVERY (1982)
 AC1023
 AC1023'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC1023'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 AC1023'EXCEPT CHANGE KEY LARGO CUT TO MARVIN D. ADAMS
 AC1023'WATERWAY, AND THE MARK IS IN THE NORTHBOUND LANE OF THE BRIDGE.
 AC1023
 AC1023                          STATION RECOVERY (1987)
 AC1023
 AC1023'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AC1023'RECOVERED IN GOOD CONDITION.
 AC1023
 AC1023                          STATION RECOVERY (1990)
 AC1023
 AC1023'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1023'RECOVERED IN GOOD CONDITION.
 AC1023
 AC1023                          STATION RECOVERY (2018)
 AC1023
 AC1023'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC1023'NOT RECOVERED.  A NEW BRIDGE 1992.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC1024 ***********************************************************************
 AC1024  TIDAL BM    -  This is a Tidal Bench Mark.
 AC1024  DESIGNATION -  22.37
 AC1024  PID         -  AC1024
 AC1024  STATE/COUNTY-  FL/MONROE
 AC1024  COUNTRY     -  US
 AC1024  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC1024
 AC1024                         *CURRENT SURVEY CONTROL
 AC1024  ______________________________________________________________________
 AC1024* NAD 83(1986) POSITION- 25 08 15.     (N) 080 24 10.     (W)   SCALED
 AC1024* NAVD 88 ORTHO HEIGHT -     6.359 (meters)       20.86  (feet) ADJUSTED
 AC1024  ______________________________________________________________________
 AC1024  GEOID HEIGHT    -        -24.417 (meters)                     GEOID18
 AC1024  DYNAMIC HEIGHT  -          6.348 (meters)       20.83  (feet) COMP
 AC1024  MODELED GRAVITY -    978,981.1   (mgal)                       NAVD 88
 AC1024
 AC1024  VERT ORDER      -  FIRST     CLASS II
 AC1024
 AC1024.The horizontal coordinates were scaled from a map and have
 AC1024.an estimated accuracy of +/- 6 seconds.
 AC1024
 AC1024.The orthometric height was determined by differential leveling and
 AC1024.adjusted by the NATIONAL GEODETIC SURVEY
 AC1024.in June 1991.
 AC1024
 AC1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC1024.GEOID18 height accuracy estimate available here.
 AC1024
 AC1024.This Tidal Bench Mark is designated as VM 5950
 AC1024.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC1024
 AC1024.Click photographs - Photos may exist for this station.
 AC1024
 AC1024.The dynamic height is computed by dividing the NAVD 88
 AC1024.geopotential number by the normal gravity value computed on the
 AC1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1024.degrees latitude (g = 980.6199 gals.).
 AC1024
 AC1024.The modeled gravity was interpolated from observed gravity values.
 AC1024
 AC1024;                    North         East    Units  Estimated Accuracy
 AC1024;SPC FL E     -    89,210.      260,220.      MT  (+/- 180 meters Scaled)
 AC1024
 AC1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH601803(NAD 83)
 AC1024
 AC1024                          SUPERSEDED SURVEY CONTROL
 AC1024
 AC1024  NGVD 29 (??/??/92)    6.838  (m)           22.43   (f) SUPERSEDED  1 2
 AC1024  NGVD 29 (09/01/92)    6.838  (m)           22.43   (f) ADJUSTED    1 2
 AC1024
 AC1024.Superseded values are not recommended for survey control.
 AC1024
 AC1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1024.See file dsdata.pdf to determine how the superseded data were derived.
 AC1024
 AC1024_STAMPING: 22.37
 AC1024_MARK LOGO: FLHD
 AC1024
 AC1024  HISTORY     - Date     Condition        Report By
 AC1024  HISTORY     - UNK      MONUMENTED       FLHD
 AC1024  HISTORY     - 1966     GOOD             CGS
 AC1024  HISTORY     - 1979     GOOD             NGS
 AC1024  HISTORY     - 1982     GOOD             FLDNR
 AC1024  HISTORY     - 1987     GOOD             USPSQD
 AC1024  HISTORY     - 1990     GOOD             USPSQD
 AC1024  HISTORY     - 20180822 MARK NOT FOUND   FLDEP
 AC1024
 AC1024                          STATION DESCRIPTION
 AC1024
 AC1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC1024'3.7 MI NE FROM KEY LARGO.
 AC1024'ABOUT 3.7 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 AC1024'OFFICE, AT THE 120-FOOT CONCRETE BRIDGE OVER KEY LARGO CUT,
 AC1024'SET IN THE TOP OF THE WING WALL AT THE NORTH CORNER OF THE
 AC1024'BRIDGE, 18.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AC1024'1/2 FOOT NORTHEAST OF THE NORTHEAST END OF THE METAL GUARL
 AC1024'RAIL ALONG THE NORTHWEST SIDE OF THE BRIDGE AND ABOUT 3 FEET
 AC1024'ABOVE THE LEVEL OF THE HIGHWAY.
 AC1024
 AC1024                          STATION RECOVERY (1979)
 AC1024
 AC1024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AC1024'RECOVERED IN GOOD CONDITION.
 AC1024
 AC1024                          STATION RECOVERY (1982)
 AC1024
 AC1024'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC1024'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 AC1024'EXCEPT CHANGE KEY LARGO CUT TO THE MARVIN D. ADAMS
 AC1024'WATERWAY, AND THE MARK IS IN THE NORTHBOUND LANE OF THE BRIDGE.
 AC1024
 AC1024                          STATION RECOVERY (1987)
 AC1024
 AC1024'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AC1024'RECOVERED IN GOOD CONDITION.
 AC1024
 AC1024                          STATION RECOVERY (1990)
 AC1024
 AC1024'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1024'RECOVERED IN GOOD CONDITION.
 AC1024
 AC1024                          STATION RECOVERY (2018)
 AC1024
 AC1024'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC1024'NOT RECOVERED.  A NEW BRIDGE 1992.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7465 ***********************************************************************
 AJ7465  DESIGNATION -  22.77
 AJ7465  PID         -  AJ7465
 AJ7465  STATE/COUNTY-  FL/BREVARD
 AJ7465  COUNTRY     -  US
 AJ7465  USGS QUAD   -  DEER PARK SE (2018)
 AJ7465
 AJ7465                         *CURRENT SURVEY CONTROL
 AJ7465  ______________________________________________________________________
 AJ7465* NAD 83(1986) POSITION- 28 05 31.2    (N) 080 48 47.9    (W)   HD_HELD2
 AJ7465* NAVD 88 ORTHO HEIGHT -     6.556 (meters)       21.51  (feet) ADJUSTED
 AJ7465  ______________________________________________________________________
 AJ7465  GEOID HEIGHT    -        -28.099 (meters)                     GEOID18
 AJ7465  DYNAMIC HEIGHT  -          6.546 (meters)       21.48  (feet) COMP
 AJ7465  MODELED GRAVITY -    979,162.4   (mgal)                       NAVD 88
 AJ7465
 AJ7465  VERT ORDER      -  SECOND    CLASS I
 AJ7465
 AJ7465.The horizontal coordinates were established by autonomous hand held GPS
 AJ7465.observations and have an estimated accuracy of +/- 10 meters.
 AJ7465
 AJ7465.The orthometric height was determined by differential leveling and
 AJ7465.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7465.in March 2002.
 AJ7465
 AJ7465.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7465.GEOID18 height accuracy estimate available here.
 AJ7465
 AJ7465.Click photographs - Photos may exist for this station.
 AJ7465
 AJ7465.The dynamic height is computed by dividing the NAVD 88
 AJ7465.geopotential number by the normal gravity value computed on the
 AJ7465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7465.degrees latitude (g = 980.6199 gals.).
 AJ7465
 AJ7465.The modeled gravity was interpolated from observed gravity values.
 AJ7465
 AJ7465;                    North         East    Units  Estimated Accuracy
 AJ7465;SPC FL E     -   416,418.      218,347.      MT  (+/- 10 meters HH2 GPS)
 AJ7465
 AJ7465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1834007407(NAD 83)
 AJ7465
 AJ7465                          SUPERSEDED SURVEY CONTROL
 AJ7465
 AJ7465.No superseded survey control is available for this station.
 AJ7465
 AJ7465_MARKER: DD = SURVEY DISK
 AJ7465_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ7465_SP_SET: BOX CULVERT
 AJ7465_STAMPING: 22.77
 AJ7465_MARK LOGO: FLSRD
 AJ7465_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7465+STABILITY: SURFACE MOTION
 AJ7465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7465+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2015
 AJ7465
 AJ7465  HISTORY     - Date     Condition        Report By
 AJ7465  HISTORY     - UNK      MONUMENTED       FLSRD
 AJ7465  HISTORY     - 19970601 GOOD             FLDEP
 AJ7465  HISTORY     - 20060725 GOOD             FL-009
 AJ7465  HISTORY     - 20080318 GOOD             FLDEP
 AJ7465  HISTORY     - 20151021 GOOD             FL-009
 AJ7465
 AJ7465                          STATION DESCRIPTION
 AJ7465
 AJ7465'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ)
 AJ7465'THE MARK IS ABOUT 11.8 MI (19.0 KM) WEST OF MELBOURNE IN SECTION 34,
 AJ7465'TOWNSHIP 27 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ7465'INTERSECTION OF INTERSTATE 95 AND U.S. HIGHWAY 192 WEST OF MELBOURNE,
 AJ7465'GO WESTERLY ON U.S. HIGHWAY 192 FOR 4.6 MI (7.4 KM) TO THE START OF
 AJ7465'THE DIVIDED HIGHWAY (PASSING LANE), CONTINUE WEST ON U.S. HIGHWAY 192
 AJ7465'FOR 2.2 MI (3.5 KM) TO A BOX CULVERT AND THE MARK ON THE LEFT, SET
 AJ7465'FLUSH IN THE APPROXIMATE CENTER OF THE BOX CULVERT AND ABOUT 2.0 FT
 AJ7465'(0.6 M) BELOW THE LEVEL OF U.S. HIGHWAY 192. LOCATED 30.2 FT (9.2 M)
 AJ7465'SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 192, 16.0 FT (4.9
 AJ7465'M) EAST OF THE WEST END OF A CONCRETE RETAINING WALL, 15.8 FT (4.8 M)
 AJ7465'WEST OF THE EAST END OF CONCRETE RETAINING WALL, 9.4 FT (2.9 M) SOUTH
 AJ7465'OF A METAL GUARDRAIL AND 9.2 FT (2.8 M) SOUTH OF A CARSONITE WITNESS
 AJ7465'POST.
 AJ7465
 AJ7465                          STATION RECOVERY (2006)
 AJ7465
 AJ7465'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2006 (SRV)
 AJ7465'RECOVERED IN GOOD CONDITION.
 AJ7465
 AJ7465                          STATION RECOVERY (2008)
 AJ7465
 AJ7465'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AJ7465'THE MARK IS ABOUT 13.0 MI (20.9 KM) WEST-SOUTHWEST OF TROPIC, 11.4 MI
 AJ7465'(18.3 KM) WEST-SOUTHWEST OF EAU GALLIE, 5.2 MI (8.4 KM) EAST OF DEER
 AJ7465'PARK, IN SECTION 34, TOWNSHIP 27 SOUTH, RANGE 35 EAST.
 AJ7465'
 AJ7465'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 OVERPASS
 AJ7465'(EXIT 180) AND U.S. HIGHWAY 192 (NEW HAVEN AVENUE) WEST OF MELBOURNE,
 AJ7465'GO WEST ON U.S. HIGHWAY 192 FOR 6.8 MI (10.9 KM) TO THE MARK ON THE
 AJ7465'LEFT, THE MARK CAN ALSO BE REACHED FROM THE JUNCTION OF U.S. HIGHWAY
 AJ7465'192 AND COUNTY ROAD 419 IN DEER PARK, GO EAST ON U.S. HIGHWAY 192 FOR
 AJ7465'5.3 MI (8.5 KM) TO THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A
 AJ7465'BOX CULVERT AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF U.S. HIGHWAY
 AJ7465'192 EASTBOUND LANES.
 AJ7465'
 AJ7465'LOCATED 31.1 FT (9.5 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 192
 AJ7465'EASTBOUND LANES, 16.0 FT (4.9 M) EAST OF THE WEST END OF THE HEADWALL,
 AJ7465'15.8 FT (4.8 M) WEST OF THE EAST END OF THE HEADWALL, 9.7 FT (3.0 M)
 AJ7465'SOUTHEAST OF A CARSONITE WITNESS POST AND 8.0 FT (2.4 M) SOUTH OF A
 AJ7465'METAL GUARDRAIL.
 AJ7465
 AJ7465                          STATION RECOVERY (2015)
 AJ7465
 AJ7465'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2015 (SRV)
 AJ7465'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE9100 ***********************************************************************
 DE9100  DESIGNATION -  22.8 300 G
 DE9100  PID         -  DE9100
 DE9100  STATE/COUNTY-  FL/MANATEE
 DE9100  COUNTRY     -  US
 DE9100  USGS QUAD   -  KEENTOWN (2018)
 DE9100
 DE9100                         *CURRENT SURVEY CONTROL
 DE9100  ______________________________________________________________________
 DE9100* NAD 83(1986) POSITION- 27 35 23.2    (N) 082 08 06.9    (W)   HD_HELD2
 DE9100* NAVD 88 ORTHO HEIGHT -    36.396 (meters)      119.41  (feet) ADJUSTED
 DE9100  ______________________________________________________________________
 DE9100  GEOID HEIGHT    -        -24.913 (meters)                     GEOID18
 DE9100  DYNAMIC HEIGHT  -         36.341 (meters)      119.23  (feet) COMP
 DE9100  MODELED GRAVITY -    979,143.7   (mgal)                       NAVD 88
 DE9100
 DE9100  VERT ORDER      -  FIRST     CLASS II
 DE9100
 DE9100.The horizontal coordinates were established by autonomous hand held GPS
 DE9100.observations and have an estimated accuracy of +/- 10 meters.
 DE9100
 DE9100.The orthometric height was determined by differential leveling and
 DE9100.adjusted by the NATIONAL GEODETIC SURVEY
 DE9100.in December 2009.
 DE9100
 DE9100.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9100.GEOID18 height accuracy estimate available here.
 DE9100
 DE9100.Click photographs - Photos may exist for this station.
 DE9100
 DE9100.The dynamic height is computed by dividing the NAVD 88
 DE9100.geopotential number by the normal gravity value computed on the
 DE9100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9100.degrees latitude (g = 980.6199 gals.).
 DE9100
 DE9100.The modeled gravity was interpolated from observed gravity values.
 DE9100
 DE9100;                    North         East    Units  Estimated Accuracy
 DE9100;SPC FL W     -   360,760.      186,647.      MT  (+/- 10 meters HH2 GPS)
 DE9100
 DE9100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8795552275(NAD 83)
 DE9100
 DE9100                          SUPERSEDED SURVEY CONTROL
 DE9100
 DE9100  NAVD 88 (05/18/04)   36.392  (m)          119.40   (f) SUPERSEDED  2 1
 DE9100
 DE9100.Superseded values are not recommended for survey control.
 DE9100
 DE9100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE9100.See file dsdata.pdf to determine how the superseded data were derived.
 DE9100
 DE9100_MARKER: DD = SURVEY DISK
 DE9100_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE9100+WITH SETTING: INFORMATION.
 DE9100_STAMPING: 22.8-300G LB 262
 DE9100_MARK LOGO: GULFST
 DE9100_PROJECTION: RECESSED 5 CENTIMETERS
 DE9100_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9100+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2008
 DE9100
 DE9100  HISTORY     - Date     Condition        Report By
 DE9100  HISTORY     - UNK      MONUMENTED       GULFST
 DE9100  HISTORY     - 20020529 GOOD             FLDEP
 DE9100  HISTORY     - 20080306 GOOD             FLDEP
 DE9100  HISTORY     - 20090119 GOOD             FL-081
 DE9100  HISTORY     - 20130225 GOOD             FL-081
 DE9100  HISTORY     - 20201020 GOOD             FL-081
 DE9100
 DE9100                          STATION DESCRIPTION
 DE9100
 DE9100'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE9100'THE MARK IS ABOUT 18.2 MI EAST OF PARRISH, IN SECTION 20, TOWNSHIP 33
 DE9100'SOUTH, RANGE 22 EAST.
 DE9100'
 DE9100'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DE9100'62 IN PARRISH, GO
 DE9100'EAST ON STATE ROAD 62 FOR 3.85 MI TO THE JUNCTION OF CORBETT JOHN ROAD
 DE9100'ON THE LEFT,
 DE9100'CONTINUE EAST ON STATE ROAD 62 FOR 4.45 MI TO THE JUNCTION OF SAFFOLD
 DE9100'ROAD ON THE LEFT,
 DE9100'CONTINUE EAST ON STATE ROAD 62 FOR 8.8 MI TO THE JUNCTION OF COUNTY
 DE9100'ROAD 39 ON THE LEFT,
 DE9100'CONTINUE EAST ON STATE ROAD 62 FOR 1.1 MI TO THE MARK ON THE RIGHT, A
 DE9100'ROD AND DISC SET IN
 DE9100'CONCRETE RECESSED 0.2 FT BELOW THE LEVEL OF THE 6-INCH PVC PIPE FLUSH
 DE9100'WITH THE GROUND
 DE9100'AND ABOUT 0.3 FT BELOW THE LEVEL OF STATE ROAD 62.
 DE9100'
 DE9100'LOCATED 102.0 FT EAST OF A FIBER OPTIC CABLE WARNING PEDESTAL NUMBER
 DE9100'2244-00, 96.4 FT
 DE9100'NORTH-NORTHWEST OF POWER POLE NUMBER 16-184A, 42.6 FT SOUTH OF THE
 DE9100'APPROXIMATE
 DE9100'CENTERLINE OF STATE ROAD 62, 31.5 FT SOUTH OF THE EDGE OF THE PAVEMENT
 DE9100'OF STATE ROAD 62,
 DE9100'7.8 FT NORTH OF A DOWNED BARB WIRE FENCE AND 1.0 FT NORTH OF A
 DE9100'CARSONITE WITNESS POST.
 DE9100
 DE9100                          STATION RECOVERY (2008)
 DE9100
 DE9100'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 DE9100'RECOVERED AS DESCRIBED.
 DE9100
 DE9100                          STATION RECOVERY (2009)
 DE9100
 DE9100'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (TC)
 DE9100'RECOVERED IN GOOD CONDITION.
 DE9100
 DE9100                          STATION RECOVERY (2013)
 DE9100
 DE9100'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 DE9100'RECOVERED IN GOOD CONDITION.
 DE9100
 DE9100                          STATION RECOVERY (2020)
 DE9100
 DE9100'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (BP)
 DE9100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0064 ***********************************************************************
 AL0064  DESIGNATION -  220
 AL0064  PID         -  AL0064
 AL0064  STATE/COUNTY-  FL/PINELLAS
 AL0064  COUNTRY     -  US
 AL0064  USGS QUAD   -  ELFERS (2018)
 AL0064
 AL0064                         *CURRENT SURVEY CONTROL
 AL0064  ______________________________________________________________________
 AL0064* NAD 83(1986) POSITION- 28 09 55.     (N) 082 44 23.     (W)   SCALED
 AL0064* NAVD 88 ORTHO HEIGHT -     5.711 (meters)       18.74  (feet) ADJUSTED
 AL0064  ______________________________________________________________________
 AL0064  GEOID HEIGHT    -        -25.171 (meters)                     GEOID18
 AL0064  DYNAMIC HEIGHT  -          5.703 (meters)       18.71  (feet) COMP
 AL0064  MODELED GRAVITY -    979,196.1   (mgal)                       NAVD 88
 AL0064
 AL0064  VERT ORDER      -  SECOND    CLASS II
 AL0064
 AL0064.The horizontal coordinates were scaled from a map and have
 AL0064.an estimated accuracy of +/- 6 seconds.
 AL0064
 AL0064.The orthometric height was determined by differential leveling and
 AL0064.adjusted by the NATIONAL GEODETIC SURVEY
 AL0064.in June 1991.
 AL0064
 AL0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0064.GEOID18 height accuracy estimate available here.
 AL0064
 AL0064.Click photographs - Photos may exist for this station.
 AL0064
 AL0064.The dynamic height is computed by dividing the NAVD 88
 AL0064.geopotential number by the normal gravity value computed on the
 AL0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0064.degrees latitude (g = 980.6199 gals.).
 AL0064
 AL0064.The modeled gravity was interpolated from observed gravity values.
 AL0064
 AL0064;                    North         East    Units  Estimated Accuracy
 AL0064;SPC FL W     -   424,750.      127,350.      MT  (+/- 180 meters Scaled)
 AL0064
 AL0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291167(NAD 83)
 AL0064
 AL0064                          SUPERSEDED SURVEY CONTROL
 AL0064
 AL0064  NGVD 29 (??/??/92)    5.970  (m)           19.59   (f) ADJ UNCH    2 2
 AL0064
 AL0064.Superseded values are not recommended for survey control.
 AL0064
 AL0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0064.See file dsdata.pdf to determine how the superseded data were derived.
 AL0064
 AL0064_MARKER: DD = SURVEY DISK
 AL0064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AL0064_SP_SET: BRIDGE
 AL0064_STAMPING: 220
 AL0064_MARK LOGO: FLSRD
 AL0064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0064
 AL0064  HISTORY     - Date     Condition        Report By
 AL0064  HISTORY     - UNK      MONUMENTED       FLHD
 AL0064  HISTORY     - 1976     GOOD             FLDT
 AL0064  HISTORY     - 1984     GOOD             USPSQD
 AL0064  HISTORY     - 1990     GOOD             USPSQD
 AL0064
 AL0064                          STATION DESCRIPTION
 AL0064
 AL0064'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0064'AT TARPON SPRINGS.
 AL0064'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0064'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.35 MILE TO THE NORTH
 AL0064'END OF THE SOUTH BOUND BRIDGE.  STATION ON RIGHT, IN THE NW
 AL0064'CORNER OF SOUTH BOUND BRIDGE.  SET IN TOP OF THE CONCRETE
 AL0064'WINGWALL.  SECTION 6, T 27 S, R 16 E.
 AL0064
 AL0064                          STATION RECOVERY (1984)
 AL0064
 AL0064'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0064'RECOVERED IN GOOD CONDITION.
 AL0064
 AL0064                          STATION RECOVERY (1990)
 AL0064
 AL0064'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0055 ***********************************************************************
 AL0055  DESIGNATION -  221
 AL0055  PID         -  AL0055
 AL0055  STATE/COUNTY-  FL/PINELLAS
 AL0055  COUNTRY     -  US
 AL0055  USGS QUAD   -  ELFERS (2018)
 AL0055
 AL0055                         *CURRENT SURVEY CONTROL
 AL0055  ______________________________________________________________________
 AL0055* NAD 83(1986) POSITION- 28 09 55.     (N) 082 44 23.     (W)   SCALED
 AL0055* NAVD 88 ORTHO HEIGHT -     6.313 (meters)       20.71  (feet) ADJUSTED
 AL0055  ______________________________________________________________________
 AL0055  GEOID HEIGHT    -        -25.171 (meters)                     GEOID18
 AL0055  DYNAMIC HEIGHT  -          6.304 (meters)       20.68  (feet) COMP
 AL0055  MODELED GRAVITY -    979,196.1   (mgal)                       NAVD 88
 AL0055
 AL0055  VERT ORDER      -  SECOND    CLASS II
 AL0055
 AL0055.The horizontal coordinates were scaled from a map and have
 AL0055.an estimated accuracy of +/- 6 seconds.
 AL0055
 AL0055.The orthometric height was determined by differential leveling and
 AL0055.adjusted by the NATIONAL GEODETIC SURVEY
 AL0055.in June 1991.
 AL0055
 AL0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0055.GEOID18 height accuracy estimate available here.
 AL0055
 AL0055.Click photographs - Photos may exist for this station.
 AL0055
 AL0055.The dynamic height is computed by dividing the NAVD 88
 AL0055.geopotential number by the normal gravity value computed on the
 AL0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0055.degrees latitude (g = 980.6199 gals.).
 AL0055
 AL0055.The modeled gravity was interpolated from observed gravity values.
 AL0055
 AL0055;                    North         East    Units  Estimated Accuracy
 AL0055;SPC FL W     -   424,750.      127,350.      MT  (+/- 180 meters Scaled)
 AL0055
 AL0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291167(NAD 83)
 AL0055
 AL0055                          SUPERSEDED SURVEY CONTROL
 AL0055
 AL0055  NGVD 29 (??/??/92)    6.572  (m)           21.56   (f) ADJ UNCH    2 2
 AL0055
 AL0055.Superseded values are not recommended for survey control.
 AL0055
 AL0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0055.See file dsdata.pdf to determine how the superseded data were derived.
 AL0055
 AL0055_MARKER: DD = SURVEY DISK
 AL0055_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AL0055_SP_SET: BRIDGE HANDRAIL
 AL0055_STAMPING: 221
 AL0055_MARK LOGO: FLSRD
 AL0055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0055
 AL0055  HISTORY     - Date     Condition        Report By
 AL0055  HISTORY     - UNK      MONUMENTED       FLHD
 AL0055  HISTORY     - 1975     GOOD             FLDT
 AL0055  HISTORY     - 1984     GOOD             USPSQD
 AL0055  HISTORY     - 1990     GOOD             USPSQD
 AL0055
 AL0055                          STATION DESCRIPTION
 AL0055
 AL0055'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AL0055'AT TARPON SPRINGS.
 AL0055'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0055'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.35 MILE TO THE NORTH
 AL0055'END OF THE NORTH BOUND BRIDGE.  STATION ON LEFT, IN THE NW CORNER
 AL0055'OF THE NORTH BOUND BRIDGE.  SET IN THE TOP OF A CONCRETE
 AL0055'HANDRAIL.  SECTION 6, T 27 S, R 16 E.
 AL0055
 AL0055                          STATION RECOVERY (1984)
 AL0055
 AL0055'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0055'RECOVERED IN GOOD CONDITION.
 AL0055
 AL0055                          STATION RECOVERY (1990)
 AL0055
 AL0055'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0055'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1899 ***********************************************************************
 DM1899  DESIGNATION -  22129 A
 DM1899  PID         -  DM1899
 DM1899  STATE/COUNTY-  FL/PASCO
 DM1899  COUNTRY     -  US
 DM1899  USGS QUAD   -  ODESSA (2018)
 DM1899
 DM1899                         *CURRENT SURVEY CONTROL
 DM1899  ______________________________________________________________________
 DM1899* NAD 83(1986) POSITION- 28 11 02.6    (N) 082 31 12.0    (W)   HD_HELD2
 DM1899* NAVD 88 ORTHO HEIGHT -    17.628 (meters)       57.83  (feet) ADJUSTED
 DM1899  ______________________________________________________________________
 DM1899  GEOID HEIGHT    -        -25.416 (meters)                     GEOID18
 DM1899  DYNAMIC HEIGHT  -         17.602 (meters)       57.75  (feet) COMP
 DM1899  MODELED GRAVITY -    979,201.9   (mgal)                       NAVD 88
 DM1899
 DM1899  VERT ORDER      -  FIRST     CLASS II
 DM1899
 DM1899.The horizontal coordinates were established by autonomous hand held GPS
 DM1899.observations and have an estimated accuracy of +/- 10 meters.
 DM1899
 DM1899.The orthometric height was determined by differential leveling and
 DM1899.adjusted by the NATIONAL GEODETIC SURVEY
 DM1899.in August 2010.
 DM1899
 DM1899.No vertical observational check was made to the station.
 DM1899
 DM1899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1899.GEOID18 height accuracy estimate available here.
 DM1899
 DM1899.Click photographs - Photos may exist for this station.
 DM1899
 DM1899.The dynamic height is computed by dividing the NAVD 88
 DM1899.geopotential number by the normal gravity value computed on the
 DM1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1899.degrees latitude (g = 980.6199 gals.).
 DM1899
 DM1899.The modeled gravity was interpolated from observed gravity values.
 DM1899
 DM1899;                    North         East    Units  Estimated Accuracy
 DM1899;SPC FL W     -   426,714.      148,942.      MT  (+/- 10 meters HH2 GPS)
 DM1899
 DM1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5079418526(NAD 83)
 DM1899
 DM1899                          SUPERSEDED SURVEY CONTROL
 DM1899
 DM1899.No superseded survey control is available for this station.
 DM1899
 DM1899_MARKER: DD = SURVEY DISK
 DM1899_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1899_STAMPING: 22129 A 2010
 DM1899_MARK LOGO: SWFWMD
 DM1899_PROJECTION: FLUSH
 DM1899_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1899+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 DM1899_ROD/PIPE-DEPTH: 7.5 meters
 DM1899
 DM1899  HISTORY     - Date     Condition        Report By
 DM1899  HISTORY     - 20100511 MONUMENTED       FLDEP
 DM1899
 DM1899                          STATION DESCRIPTION
 DM1899
 DM1899'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1899'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF EHREN, 4.4 MI (7.1 KM)
 DM1899'EAST OF ODESSA, 4.3 MI (6.9 KM) WEST-NORTHWEST OF LUTZ, IN SECTION 32,
 DM1899'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1899'
 DM1899'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1899'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1899'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1899'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1899'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT ON THE PAVED ROAD AND GO
 DM1899'EAST FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1899'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.35 MI (0.6 KM)
 DM1899'TO THE JUNCTION OF A PAVED ROAD ON THE RIGHT.  TURN RIGHT ON THE PAVED
 DM1899'ROAD AND GO WEST FOR 0.15 MI (0.2 KM) TO A WELL SITE ON THE RIGHT AND
 DM1899'THE JUNCTION OF A DIRT ROAD ON THE LEFT.  TURN LEFT ON THE DIRT ROAD
 DM1899'AND GO SOUTH FOR ABOUT 300.0 FT (91.4 M) TO A FORK IN THE ROAD.  TURN
 DM1899'RIGHT ON THE DIRT ROAD AND GO WEST FOR 0.15 MI (0.2 KM) TO THE MARK ON
 DM1899'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 24.6 FT
 DM1899'(7.5 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE
 DM1899'FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE
 DM1899'DIRT ROAD.
 DM1899'
 DM1899'LOCATED 173.2 FT (52.8 M) EAST-SOUTHEAST OF A 2-INCH (5 CM) PVC
 DM1899'MONITORING WELL, 172.3 FT (52.5 M) EAST OF SURVEY MARK 22129 B, 14.1
 DM1899'FT (4.3 M) SOUTH-SOUTHEAST OF A 14-INCH (36 CM) DIAMETER PINE TREE AND
 DM1899'1.4 FT (0.4 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DM1899'
 DM1899'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1899'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1900 ***********************************************************************
 DM1900  DESIGNATION -  22129 B
 DM1900  PID         -  DM1900
 DM1900  STATE/COUNTY-  FL/PASCO
 DM1900  COUNTRY     -  US
 DM1900  USGS QUAD   -  ODESSA (2018)
 DM1900
 DM1900                         *CURRENT SURVEY CONTROL
 DM1900  ______________________________________________________________________
 DM1900* NAD 83(1986) POSITION- 28 11 02.5    (N) 082 31 14.0    (W)   HD_HELD2
 DM1900* NAVD 88 ORTHO HEIGHT -    17.556 (meters)       57.60  (feet) ADJUSTED
 DM1900  ______________________________________________________________________
 DM1900  GEOID HEIGHT    -        -25.415 (meters)                     GEOID18
 DM1900  DYNAMIC HEIGHT  -         17.531 (meters)       57.52  (feet) COMP
 DM1900  MODELED GRAVITY -    979,201.9   (mgal)                       NAVD 88
 DM1900
 DM1900  VERT ORDER      -  FIRST     CLASS II
 DM1900
 DM1900.The horizontal coordinates were established by autonomous hand held GPS
 DM1900.observations and have an estimated accuracy of +/- 10 meters.
 DM1900
 DM1900.The orthometric height was determined by differential leveling and
 DM1900.adjusted by the NATIONAL GEODETIC SURVEY
 DM1900.in August 2010.
 DM1900
 DM1900.No vertical observational check was made to the station.
 DM1900
 DM1900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1900.GEOID18 height accuracy estimate available here.
 DM1900
 DM1900.Click photographs - Photos may exist for this station.
 DM1900
 DM1900.The dynamic height is computed by dividing the NAVD 88
 DM1900.geopotential number by the normal gravity value computed on the
 DM1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1900.degrees latitude (g = 980.6199 gals.).
 DM1900
 DM1900.The modeled gravity was interpolated from observed gravity values.
 DM1900
 DM1900;                    North         East    Units  Estimated Accuracy
 DM1900;SPC FL W     -   426,712.      148,887.      MT  (+/- 10 meters HH2 GPS)
 DM1900
 DM1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5074018523(NAD 83)
 DM1900
 DM1900                          SUPERSEDED SURVEY CONTROL
 DM1900
 DM1900.No superseded survey control is available for this station.
 DM1900
 DM1900_MARKER: DD = SURVEY DISK
 DM1900_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1900_STAMPING: 22129 B 2010
 DM1900_MARK LOGO: SWFWMD
 DM1900_PROJECTION: FLUSH
 DM1900_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1900+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2010
 DM1900_ROD/PIPE-DEPTH: 5.4 meters
 DM1900
 DM1900  HISTORY     - Date     Condition        Report By
 DM1900  HISTORY     - 20100511 MONUMENTED       FLDEP
 DM1900
 DM1900                          STATION DESCRIPTION
 DM1900
 DM1900'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1900'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF EHREN, 4.4 MI (7.1 KM)
 DM1900'EAST OF ODESSA, 4.3 MI (6.9 KM) WEST-NORTHWEST OF LUTZ, IN SECTION 32,
 DM1900'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1900'
 DM1900'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1900'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1900'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1900'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1900'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT ON THE PAVED ROAD AND GO
 DM1900'EAST FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1900'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.35 MI (0.6 KM)
 DM1900'TO THE JUNCTION OF A PAVED ROAD ON THE RIGHT.  TURN RIGHT ON THE PAVED
 DM1900'ROAD AND GO WEST FOR 0.15 MI (0.2 KM) TO A WELL SITE ON THE RIGHT AND
 DM1900'THE JUNCTION OF A DIRT ROAD ON THE LEFT.  TURN LEFT ON THE DIRT ROAD
 DM1900'AND GO SOUTH FOR ABOUT 300.0 FT (91.4 M) TO A FORK IN THE ROAD.  TURN
 DM1900'RIGHT ON THE DIRT ROAD AND GO WEST FOR 0.2 MI (0.3 KM) TO A WELL SITE
 DM1900'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DM1900'DEPTH OF 17.8 FT (5.4 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13
 DM1900'CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) ABOVE THE
 DM1900'LEVEL OF THE DIRT ROAD.
 DM1900'
 DM1900'LOCATED 172.3 FT (52.5 M) WEST OF SURVEY MARK 22129 A, 44.2 FT (13.5
 DM1900'M) SOUTH OF A 2-INCH (5 CM) PVC MONITORING WELL, 2.4 FT (0.7 M)
 DM1900'SOUTHEAST OF A PALMETTO EDGE AND 1.6 FT (0.5 M) SOUTHEAST OF A
 DM1900'CARSONITE WITNESS POST.
 DM1900'
 DM1900'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1900'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1873 ***********************************************************************
 DM1873  DESIGNATION -  22132 A
 DM1873  PID         -  DM1873
 DM1873  STATE/COUNTY-  FL/PASCO
 DM1873  COUNTRY     -  US
 DM1873  USGS QUAD   -  ODESSA (2018)
 DM1873
 DM1873                         *CURRENT SURVEY CONTROL
 DM1873  ______________________________________________________________________
 DM1873* NAD 83(1986) POSITION- 28 11 19.4    (N) 082 30 29.2    (W)   HD_HELD2
 DM1873* NAVD 88 ORTHO HEIGHT -    17.693 (meters)       58.05  (feet) ADJUSTED
 DM1873  ______________________________________________________________________
 DM1873  GEOID HEIGHT    -        -25.444 (meters)                     GEOID18
 DM1873  DYNAMIC HEIGHT  -         17.667 (meters)       57.96  (feet) COMP
 DM1873  MODELED GRAVITY -    979,201.7   (mgal)                       NAVD 88
 DM1873
 DM1873  VERT ORDER      -  FIRST     CLASS II
 DM1873
 DM1873.The horizontal coordinates were established by autonomous hand held GPS
 DM1873.observations and have an estimated accuracy of +/- 10 meters.
 DM1873
 DM1873.The orthometric height was determined by differential leveling and
 DM1873.adjusted by the NATIONAL GEODETIC SURVEY
 DM1873.in August 2010.
 DM1873
 DM1873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1873.GEOID18 height accuracy estimate available here.
 DM1873
 DM1873.Click photographs - Photos may exist for this station.
 DM1873
 DM1873.The dynamic height is computed by dividing the NAVD 88
 DM1873.geopotential number by the normal gravity value computed on the
 DM1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1873.degrees latitude (g = 980.6199 gals.).
 DM1873
 DM1873.The modeled gravity was interpolated from observed gravity values.
 DM1873
 DM1873;                    North         East    Units  Estimated Accuracy
 DM1873;SPC FL W     -   427,227.      150,111.      MT  (+/- 10 meters HH2 GPS)
 DM1873
 DM1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5196819028(NAD 83)
 DM1873
 DM1873                          SUPERSEDED SURVEY CONTROL
 DM1873
 DM1873.No superseded survey control is available for this station.
 DM1873
 DM1873_MARKER: DD = SURVEY DISK
 DM1873_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1873_STAMPING: 22132 A 2010
 DM1873_MARK LOGO: SWFWMD
 DM1873_PROJECTION: FLUSH
 DM1873_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1873_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1873+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2010
 DM1873_ROD/PIPE-DEPTH: 5.9 meters
 DM1873
 DM1873  HISTORY     - Date     Condition        Report By
 DM1873  HISTORY     - 20100416 MONUMENTED       FLDEP
 DM1873
 DM1873                          STATION DESCRIPTION
 DM1873
 DM1873'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1873'THE MARK IS ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF EHREN, 5.1 MI (8.2 KM)
 DM1873'EAST OF ODESSA, 3.9 MI (6.3 KM) NORTHWEST OF LUTZ, IN SECTION 28,
 DM1873'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1873'
 DM1873'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1873'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1873'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1873'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1873'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1873'ROAD FOR 0.5 MI (0.8 KM) TO A WELL SITE ON THE LEFT AND A DIRT ROAD ON
 DM1873'THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTHEAST FOR 0.2 MI
 DM1873'(0.3 KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DM1873'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.4 FT (5.9 M) WITH AN
 DM1873'ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE
 DM1873'GROUND AND LEVEL WITH THE DIRT ROAD.
 DM1873'
 DM1873'LOCATED 64.7 FT (19.7 M) EAST-NORTHEAST OF SURVEY MARK 22132 B, 33.4
 DM1873'FT (10.2 M) NORTHEAST OF WELL HEAD 22132, 7.8 FT (2.4 M) SOUTH OF THE
 DM1873'APPROXIMATE CENTERLINE OF AN EAST-WEST DIRT ROAD LEADING TO THE WELL
 DM1873'HEAD AND 2.4 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DM1873'
 DM1873'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1873'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1874 ***********************************************************************
 DM1874  DESIGNATION -  22132 B
 DM1874  PID         -  DM1874
 DM1874  STATE/COUNTY-  FL/PASCO
 DM1874  COUNTRY     -  US
 DM1874  USGS QUAD   -  ODESSA (2018)
 DM1874
 DM1874                         *CURRENT SURVEY CONTROL
 DM1874  ______________________________________________________________________
 DM1874* NAD 83(1986) POSITION- 28 11 19.1    (N) 082 30 29.7    (W)   HD_HELD2
 DM1874* NAVD 88 ORTHO HEIGHT -    17.720 (meters)       58.14  (feet) ADJUSTED
 DM1874  ______________________________________________________________________
 DM1874  GEOID HEIGHT    -        -25.443 (meters)                     GEOID18
 DM1874  DYNAMIC HEIGHT  -         17.694 (meters)       58.05  (feet) COMP
 DM1874  MODELED GRAVITY -    979,201.7   (mgal)                       NAVD 88
 DM1874
 DM1874  VERT ORDER      -  FIRST     CLASS II
 DM1874
 DM1874.The horizontal coordinates were established by autonomous hand held GPS
 DM1874.observations and have an estimated accuracy of +/- 10 meters.
 DM1874
 DM1874.The orthometric height was determined by differential leveling and
 DM1874.adjusted by the NATIONAL GEODETIC SURVEY
 DM1874.in August 2010.
 DM1874
 DM1874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1874.GEOID18 height accuracy estimate available here.
 DM1874
 DM1874.Click photographs - Photos may exist for this station.
 DM1874
 DM1874.The dynamic height is computed by dividing the NAVD 88
 DM1874.geopotential number by the normal gravity value computed on the
 DM1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1874.degrees latitude (g = 980.6199 gals.).
 DM1874
 DM1874.The modeled gravity was interpolated from observed gravity values.
 DM1874
 DM1874;                    North         East    Units  Estimated Accuracy
 DM1874;SPC FL W     -   427,217.      150,097.      MT  (+/- 10 meters HH2 GPS)
 DM1874
 DM1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5195419019(NAD 83)
 DM1874
 DM1874                          SUPERSEDED SURVEY CONTROL
 DM1874
 DM1874.No superseded survey control is available for this station.
 DM1874
 DM1874_MARKER: DD = SURVEY DISK
 DM1874_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1874_STAMPING: 22132 B 2010
 DM1874_MARK LOGO: SWFWMD
 DM1874_PROJECTION: FLUSH
 DM1874_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1874+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2010
 DM1874_ROD/PIPE-DEPTH: 6.3 meters
 DM1874
 DM1874  HISTORY     - Date     Condition        Report By
 DM1874  HISTORY     - 20100416 MONUMENTED       FLDEP
 DM1874
 DM1874                          STATION DESCRIPTION
 DM1874
 DM1874'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1874'THE MARK IS ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF EHREN, 5.1 MI (8.2 KM)
 DM1874'EAST OF ODESSA, 3.9 MI (6.3 KM) NORTHWEST OF LUTZ, IN SECTION 28,
 DM1874'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1874'
 DM1874'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1874'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1874'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1874'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1874'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1874'ROAD FOR 0.5 MI (0.8 KM) TO A WELL SITE ON THE LEFT AND A DIRT ROAD ON
 DM1874'THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTHEAST FOR 0.2 MI
 DM1874'(0.3 KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DM1874'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 20.7 FT (6.3 M) WITH AN
 DM1874'ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE
 DM1874'GROUND AND LEVEL WITH THE DIRT ROAD.
 DM1874'
 DM1874'LOCATED 64.7 FT (19.7 M) WEST-SOUTHWEST OF SURVEY MARK 22132 A, 46.8
 DM1874'FT (14.3 M) SOUTHWEST OF A PINE TREE WITH A SURVEY PLACARD, 36.0 FT
 DM1874'(11.0 M) WEST-NORTHWEST OF WELL HEAD 22132 AND 1.7 FT (0.5 M)
 DM1874'NORTHWEST OF A CARSONITE WITNESS POST.
 DM1874'
 DM1874'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1874'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0119 ***********************************************************************
 AG0119  DESIGNATION -  222
 AG0119  PID         -  AG0119
 AG0119  STATE/COUNTY-  FL/PINELLAS
 AG0119  COUNTRY     -  US
 AG0119  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0119
 AG0119                         *CURRENT SURVEY CONTROL
 AG0119  ______________________________________________________________________
 AG0119* NAD 83(1986) POSITION- 27 48 25.     (N) 082 44 47.     (W)   SCALED
 AG0119* NAVD 88 ORTHO HEIGHT -     6.156 (meters)       20.20  (feet) ADJUSTED
 AG0119  ______________________________________________________________________
 AG0119  GEOID HEIGHT    -        -24.424 (meters)                     GEOID18
 AG0119  DYNAMIC HEIGHT  -          6.147 (meters)       20.17  (feet) COMP
 AG0119  MODELED GRAVITY -    979,179.0   (mgal)                       NAVD 88
 AG0119
 AG0119  VERT ORDER      -  SECOND    CLASS II
 AG0119
 AG0119.The horizontal coordinates were scaled from a map and have
 AG0119.an estimated accuracy of +/- 6 seconds.
 AG0119
 AG0119.The orthometric height was determined by differential leveling and
 AG0119.adjusted by the NATIONAL GEODETIC SURVEY
 AG0119.in June 1991.
 AG0119
 AG0119.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0119.GEOID18 height accuracy estimate available here.
 AG0119
 AG0119.Click photographs - Photos may exist for this station.
 AG0119
 AG0119.The dynamic height is computed by dividing the NAVD 88
 AG0119.geopotential number by the normal gravity value computed on the
 AG0119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0119.degrees latitude (g = 980.6199 gals.).
 AG0119
 AG0119.The modeled gravity was interpolated from observed gravity values.
 AG0119
 AG0119;                    North         East    Units  Estimated Accuracy
 AG0119;SPC FL W     -   385,040.      126,460.      MT  (+/- 180 meters Scaled)
 AG0119
 AG0119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL279770(NAD 83)
 AG0119
 AG0119                          SUPERSEDED SURVEY CONTROL
 AG0119
 AG0119  NGVD 29 (??/??/92)    6.424  (m)           21.08   (f) ADJ UNCH    2 2
 AG0119
 AG0119.Superseded values are not recommended for survey control.
 AG0119
 AG0119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0119.See file dsdata.pdf to determine how the superseded data were derived.
 AG0119
 AG0119_MARKER: DD = SURVEY DISK
 AG0119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0119_MARK LOGO: FL2730
 AG0119_PROJECTION: FLUSH
 AG0119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0119+STABILITY: SURFACE MOTION
 AG0119
 AG0119  HISTORY     - Date     Condition        Report By
 AG0119  HISTORY     - UNK      MONUMENTED       FL2730
 AG0119  HISTORY     - 1976     GOOD             NGS
 AG0119  HISTORY     - 19980422 MARK NOT FOUND   USPSQD
 AG0119
 AG0119                          STATION DESCRIPTION
 AG0119
 AG0119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0119'IN ST PETERSBURG.
 AG0119'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0119'19, TYRONE BLVD.) AND S.R. 693 (66TH ST., U.S. ALT. HWY. 19A). RUN
 AG0119'NORTHWESTERLY ON S.R. 595 FOR 1.65 MILES TO THE INTERSECTION OF 38TH
 AG0119'AVE. N.  TURN RIGHT ON 38TH AVE. N. AND RUN EASTERLY FOR 0.25 MILES TO
 AG0119'78TH ST. N. ON THE LEFT.  STATION ON LEFT, IN THE N.W. CORNER, 27.8
 AG0119'FT. NORTH OF THE CENTERLINE OF 38TH AVE., 28.0 FT. WEST OF THE
 AG0119'CENTERLINE OF 78TH ST. N., 32.0 FT. E.N.E. OF THE CENTER OF 2 TWIN 12
 AG0119'INCH PINE TREES, 10.1 FT. N.W. OF THE BACK OF CURB.  SET IN THE TOP OF
 AG0119'A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  SECTION 1, T31S, R15E.
 AG0119
 AG0119                          STATION RECOVERY (1998)
 AG0119
 AG0119'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0056 ***********************************************************************
 AL0056  DESIGNATION -  222
 AL0056  PID         -  AL0056
 AL0056  STATE/COUNTY-  FL/PINELLAS
 AL0056  COUNTRY     -  US
 AL0056  USGS QUAD   -  ELFERS (2018)
 AL0056
 AL0056                         *CURRENT SURVEY CONTROL
 AL0056  ______________________________________________________________________
 AL0056* NAD 83(1986) POSITION- 28 09 49.     (N) 082 44 23.     (W)   SCALED
 AL0056* NAVD 88 ORTHO HEIGHT -     6.228 (meters)       20.43  (feet) ADJUSTED
 AL0056  ______________________________________________________________________
 AL0056  GEOID HEIGHT    -        -25.166 (meters)                     GEOID18
 AL0056  DYNAMIC HEIGHT  -          6.219 (meters)       20.40  (feet) COMP
 AL0056  MODELED GRAVITY -    979,196.1   (mgal)                       NAVD 88
 AL0056
 AL0056  VERT ORDER      -  SECOND    CLASS II
 AL0056
 AL0056.The horizontal coordinates were scaled from a map and have
 AL0056.an estimated accuracy of +/- 6 seconds.
 AL0056
 AL0056.The orthometric height was determined by differential leveling and
 AL0056.adjusted by the NATIONAL GEODETIC SURVEY
 AL0056.in June 1991.
 AL0056
 AL0056.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0056.GEOID18 height accuracy estimate available here.
 AL0056
 AL0056.Click photographs - Photos may exist for this station.
 AL0056
 AL0056.The dynamic height is computed by dividing the NAVD 88
 AL0056.geopotential number by the normal gravity value computed on the
 AL0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0056.degrees latitude (g = 980.6199 gals.).
 AL0056
 AL0056.The modeled gravity was interpolated from observed gravity values.
 AL0056
 AL0056;                    North         East    Units  Estimated Accuracy
 AL0056;SPC FL W     -   424,560.      127,350.      MT  (+/- 180 meters Scaled)
 AL0056
 AL0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291165(NAD 83)
 AL0056
 AL0056                          SUPERSEDED SURVEY CONTROL
 AL0056
 AL0056  NGVD 29 (??/??/92)    6.487  (m)           21.28   (f) ADJ UNCH    2 2
 AL0056
 AL0056.Superseded values are not recommended for survey control.
 AL0056
 AL0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0056.See file dsdata.pdf to determine how the superseded data were derived.
 AL0056
 AL0056_MARKER: DD = SURVEY DISK
 AL0056_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AL0056_SP_SET: BRIDGE HANDRAIL
 AL0056_STAMPING: 222
 AL0056_MARK LOGO: FLSRD
 AL0056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0056
 AL0056  HISTORY     - Date     Condition        Report By
 AL0056  HISTORY     - UNK      MONUMENTED       FLHD
 AL0056  HISTORY     - 1976     GOOD             FLDT
 AL0056  HISTORY     - 1990     GOOD             USPSQD
 AL0056
 AL0056                          STATION DESCRIPTION
 AL0056
 AL0056'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0056'AT TARPON SPRINGS.
 AL0056'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0056'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.4 MILE TO THE SOUTH
 AL0056'END OF THE NORTH BOUND BRIDGE.  STATION ON LEFT, IN THE SE
 AL0056'CORNER OF THE NORTH BOUND BRIDGE.  SET IN TOP OF THE CONCRETE
 AL0056'HANDRAIL.  SECTION 6, T 27 S, R 16 E.
 AL0056
 AL0056                          STATION RECOVERY (1990)
 AL0056
 AL0056'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1286 ***********************************************************************
 AK1286  DESIGNATION -  222 A
 AK1286  PID         -  AK1286
 AK1286  STATE/COUNTY-  FL/BREVARD
 AK1286  COUNTRY     -  US
 AK1286  USGS QUAD   -  FALSE CAPE (2018)
 AK1286
 AK1286                         *CURRENT SURVEY CONTROL
 AK1286  ______________________________________________________________________
 AK1286* NAD 83(1986) POSITION- 28 31 19.     (N) 080 33 44.     (W)   SCALED
 AK1286* NAVD 88 ORTHO HEIGHT -     4.501 (meters)       14.77  (feet) POSTED
 AK1286  ______________________________________________________________________
 AK1286  GEOID HEIGHT    -        -28.262 (meters)                     GEOID18
 AK1286  DYNAMIC HEIGHT  -          4.49  (meters)       14.7   (feet) COMP
 AK1286  MODELED GRAVITY -    979,234.8   (mgal)                       NAVD 88
 AK1286
 AK1286  VERT ORDER      -  * POSTED, SEE BELOW
 AK1286
 AK1286.The horizontal coordinates were scaled from a map and have
 AK1286.an estimated accuracy of +/- 6 seconds.
 AK1286
 AK1286.The orthometric height was determined by differential leveling
 AK1286.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AK1286
 AK1286.* This is a POSTED BENCH MARK height.
 AK1286
 AK1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1286.GEOID18 height accuracy estimate available here.
 AK1286
 AK1286.Click photographs - Photos may exist for this station.
 AK1286
 AK1286.The dynamic height is computed by dividing the NAVD 88
 AK1286.geopotential number by the normal gravity value computed on the
 AK1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1286.degrees latitude (g = 980.6199 gals.).
 AK1286
 AK1286.The modeled gravity was interpolated from observed gravity values.
 AK1286
 AK1286;                    North         East    Units  Estimated Accuracy
 AK1286;SPC FL E     -   464,130.      242,850.      MT  (+/- 180 meters Scaled)
 AK1286
 AK1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM428551(NAD 83)
 AK1286
 AK1286                          SUPERSEDED SURVEY CONTROL
 AK1286
 AK1286  NGVD 29 (??/??/92)    4.882  (m)           16.02   (f) ADJ UNCH    1 2
 AK1286
 AK1286.Superseded values are not recommended for survey control.
 AK1286
 AK1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1286.See file dsdata.pdf to determine how the superseded data were derived.
 AK1286
 AK1286_MARKER: DD = SURVEY DISK
 AK1286_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK1286_SP_SET: PAD
 AK1286_STAMPING: 222 A 1961
 AK1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1286
 AK1286  HISTORY     - Date     Condition        Report By
 AK1286  HISTORY     - 1961     MONUMENTED       CGS
 AK1286  HISTORY     - 1962     GOOD             CGS
 AK1286  HISTORY     - 1965     GOOD             CGS
 AK1286
 AK1286                          STATION DESCRIPTION
 AK1286
 AK1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AK1286'AT CANAVERAL.
 AK1286'LOCATED AT COMPLEX 34, 82 FEET SOUTHWEST OF THE CENTER OF THE
 AK1286'LAUNCH STAND, 45 FEET NORTHWEST OF THE SOUTH GANTRY SUPPORT
 AK1286'RAIL, AND 45 FEET SOUTHEAST OF THE NORTH GANTRY SUPPORT RAIL.
 AK1286'A SMOOTH BRASS DISK, CEMENTED IN A DRILL HOLE IN THE CONCRETE
 AK1286'PAD THAT SURROUNDS LAUNCH STAND 34 AND IS FLUSH WITH THE SURFACE.
 AK1286'NOTE-- FREQUENTLY A LARGE TRAILER-TYPE VAN IS PARKED OVER THE
 AK1286'MARK.
 AK1286
 AK1286                          STATION RECOVERY (1965)
 AK1286
 AK1286'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AK1286'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6154 ***********************************************************************
 AK6154  DESIGNATION -  222 A
 AK6154  PID         -  AK6154
 AK6154  STATE/COUNTY-  FL/BREVARD
 AK6154  COUNTRY     -  US
 AK6154  USGS QUAD   -  FALSE CAPE (2018)
 AK6154
 AK6154                         *CURRENT SURVEY CONTROL
 AK6154  ______________________________________________________________________
 AK6154* NAD 83(1990) POSITION- 28 31 17.89645(N) 080 33 40.67592(W)   ADJUSTED
 AK6154* NAVD 88 ORTHO HEIGHT -     4.51  (+/-2cm)       14.8   (feet) VERTCON3
 AK6154  ______________________________________________________________________
 AK6154  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 AK6154  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 AK6154  HORZ ORDER      -  SECOND
 AK6154  VERT ORDER      -  THIRD ? (See Below)
 AK6154
 AK6154.The horizontal coordinates were established by classical geodetic methods
 AK6154.and adjusted by the National Geodetic Survey in May 1991.
 AK6154
 AK6154.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6154
 AK6154.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6154.GEOID18 height accuracy estimate available here.
 AK6154
 AK6154.The vertical order pertains to the NGVD 29 superseded value.
 AK6154
 AK6154.Click photographs - Photos may exist for this station.
 AK6154
 AK6154.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6154
 AK6154. The following values were computed from the NAD 83(1990) position.
 AK6154
 AK6154;                    North         East     Units Scale Factor Converg.
 AK6154;SPC FL E     -   464,093.910   242,939.585   MT  0.99996392   +0 12 34.1
 AK6154;SPC FL E     - 1,522,614.77    797,044.29   sFT  0.99996392   +0 12 34.1
 AK6154;UTM  17      - 3,155,067.544   542,924.934   MT  0.99962274   +0 12 34.1
 AK6154
 AK6154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6154!SPC FL E     -   1.00000373  x   0.99996392  =   0.99996765
 AK6154!UTM  17      -   1.00000373  x   0.99962274  =   0.99962647
 AK6154
 AK6154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4292455067(NAD 83)
 AK6154
 AK6154                          SUPERSEDED SURVEY CONTROL
 AK6154
 AK6154  NAD 83(1986)-  28 31 17.90239(N)    080 33 40.68895(W) AD(       ) 2
 AK6154  NAD 27      -  28 31 16.90929(N)    080 33 41.50933(W) AD(       ) 2
 AK6154  NGVD 29               4.88   (m)           16.0    (f) LEVELING    3  
 AK6154
 AK6154.Superseded values are not recommended for survey control.
 AK6154
 AK6154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6154.See file dsdata.pdf to determine how the superseded data were derived.
 AK6154
 AK6154_MARKER: DD = SURVEY DISK
 AK6154_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK6154_SP_SET: PAD
 AK6154_STAMPING: SSS A 1961
 AK6154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6154
 AK6154  HISTORY     - Date     Condition        Report By
 AK6154  HISTORY     - 1961     MONUMENTED       CGS
 AK6154  HISTORY     - 1963     GOOD             CGS
 AK6154
 AK6154                          STATION DESCRIPTION
 AK6154
 AK6154'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (LSB)
 AK6154'STATION IS LOCATED ON CAPE CANAVERAL MISSILE BASE AT COMPLEX 34
 AK6154'AND ON THE SOUTHWEST SIDE OF LAUNCH PAD 34.  IT IS 69 FEET WEST
 AK6154'OF LAUNCH PAD 34, 45 FEET NORTH OF A RAIL THAT SUPPORTS A GANTRY
 AK6154'AND 45 FEET SOUTH OF A RAIL.  A SMOOTH BRASS DISK, CEMENTED IN
 AK6154'A DRILL HOLE IN A CONCRETE PAD THAT SURROUNDS PAD 34 AND THE
 AK6154'DISK IS STAMPED 222 A 1961.  NOTE.  A PUNCH HOLE WITHIN A
 AK6154'TRIANGLE MARKS THE STATION.  A TRAVERSE CONNECTION WAS MADE
 AK6154'FROM STATION 222 C 1961 AND THE DISTANCE IS 157.3254 METERS OR
 AK6154'516.16 FEET.
 AK6154
 AK6154                          STATION RECOVERY (1963)
 AK6154
 AK6154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (LSB)
 AK6154'THE STATION WAS RECOVERED AS DESCRIBED BY L.S. BAKER IN 1962.  THE
 AK6154'DISK IS STAMPED 222 A 1961 AS STATED IN THE ORIGINAL DESCRIPTION.
 AK6154'
 AK6154'A TRAVERSE CONNECTION WAS MADE TO UDOP 1.14.15 AND THE DISTANCE
 AK6154'IS 273.4406 METERS OR 897.11 FEET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1296 ***********************************************************************
 AK1296  DESIGNATION -  222 C
 AK1296  PID         -  AK1296
 AK1296  STATE/COUNTY-  FL/BREVARD
 AK1296  COUNTRY     -  US
 AK1296  USGS QUAD   -  FALSE CAPE (2018)
 AK1296
 AK1296                         *CURRENT SURVEY CONTROL
 AK1296  ______________________________________________________________________
 AK1296* NAD 83(1986) POSITION- 28 31 10.     (N) 080 33 47.     (W)   SCALED
 AK1296* NAVD 88 ORTHO HEIGHT -     4.427 (meters)       14.52  (feet) ADJUSTED
 AK1296  ______________________________________________________________________
 AK1296  GEOID HEIGHT    -        -28.260 (meters)                     GEOID18
 AK1296  DYNAMIC HEIGHT  -          4.421 (meters)       14.50  (feet) COMP
 AK1296  MODELED GRAVITY -    979,234.5   (mgal)                       NAVD 88
 AK1296
 AK1296  VERT ORDER      -  FIRST     CLASS II
 AK1296
 AK1296.The horizontal coordinates were scaled from a map and have
 AK1296.an estimated accuracy of +/- 6 seconds.
 AK1296
 AK1296.The orthometric height was determined by differential leveling and
 AK1296.adjusted by the NATIONAL GEODETIC SURVEY
 AK1296.in June 1991.
 AK1296
 AK1296.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1296.GEOID18 height accuracy estimate available here.
 AK1296
 AK1296.Click photographs - Photos may exist for this station.
 AK1296
 AK1296.The dynamic height is computed by dividing the NAVD 88
 AK1296.geopotential number by the normal gravity value computed on the
 AK1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1296.degrees latitude (g = 980.6199 gals.).
 AK1296
 AK1296.The modeled gravity was interpolated from observed gravity values.
 AK1296
 AK1296;                    North         East    Units  Estimated Accuracy
 AK1296;SPC FL E     -   463,850.      242,770.      MT  (+/- 180 meters Scaled)
 AK1296
 AK1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM427548(NAD 83)
 AK1296
 AK1296                          SUPERSEDED SURVEY CONTROL
 AK1296
 AK1296  NGVD 29 (??/??/92)    4.807  (m)           15.77   (f) ADJ UNCH    1 2
 AK1296
 AK1296.Superseded values are not recommended for survey control.
 AK1296
 AK1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1296.See file dsdata.pdf to determine how the superseded data were derived.
 AK1296
 AK1296_MARKER: DB = BENCH MARK DISK
 AK1296_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK1296_SP_SET: PAD
 AK1296_STAMPING: 222 C 1961
 AK1296_MARK LOGO: CGS
 AK1296_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1296
 AK1296  HISTORY     - Date     Condition        Report By
 AK1296  HISTORY     - 1961     MONUMENTED       CGS
 AK1296  HISTORY     - 1963     GOOD             CGS
 AK1296  HISTORY     - 1965     GOOD             CGS
 AK1296
 AK1296                          STATION DESCRIPTION
 AK1296
 AK1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AK1296'AT CAPE CANAVERAL.
 AK1296'LOCATED AT COMPLEX 34, IN THE GANTRY STORAGE AREA, 38 FEET
 AK1296'NORTHWEST OF THE SOUTH GANTRY SUPPORT RAIL, AND 33 FEET EAST
 AK1296'OF A STEEL HOLD DOWN PIER.  THE DISK IS CEMENTED IN A DRILL
 AK1296'HOLE IN THE CONCRETE PAD AND IS FLUSH WITH THE SURFACE.
 AK1296
 AK1296                          STATION RECOVERY (1963)
 AK1296
 AK1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963
 AK1296'RECOVERED IN GOOD CONDITION.
 AK1296
 AK1296                          STATION RECOVERY (1965)
 AK1296
 AK1296'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AK1296'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6146 ***********************************************************************
 AK6146  DESIGNATION -  222 C 1961
 AK6146  PID         -  AK6146
 AK6146  STATE/COUNTY-  FL/BREVARD
 AK6146  COUNTRY     -  US
 AK6146  USGS QUAD   -  FALSE CAPE (2018)
 AK6146
 AK6146                         *CURRENT SURVEY CONTROL
 AK6146  ______________________________________________________________________
 AK6146* NAD 83(1990) POSITION- 28 31 14.11132(N) 080 33 44.56348(W)   ADJUSTED
 AK6146* NAVD 88 ORTHO HEIGHT -     4.44  (+/-2cm)       14.6   (feet) VERTCON3
 AK6146  ______________________________________________________________________
 AK6146  GEOID HEIGHT    -        -28.261 (meters)                     GEOID18
 AK6146  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 AK6146  HORZ ORDER      -  SECOND
 AK6146  VERT ORDER      -  THIRD ? (See Below)
 AK6146
 AK6146.The horizontal coordinates were established by classical geodetic methods
 AK6146.and adjusted by the National Geodetic Survey in May 1991.
 AK6146
 AK6146.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6146
 AK6146.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6146.GEOID18 height accuracy estimate available here.
 AK6146
 AK6146.The vertical order pertains to the NGVD 29 superseded value.
 AK6146
 AK6146.Click photographs - Photos may exist for this station.
 AK6146
 AK6146.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6146
 AK6146. The following values were computed from the NAD 83(1990) position.
 AK6146
 AK6146;                    North         East     Units Scale Factor Converg.
 AK6146;SPC FL E     -   463,977.001   242,834.312   MT  0.99996381   +0 12 32.2
 AK6146;SPC FL E     - 1,522,231.21    796,698.91   sFT  0.99996381   +0 12 32.2
 AK6146;UTM  17      - 3,154,950.676   542,819.697   MT  0.99962263   +0 12 32.2
 AK6146
 AK6146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6146!SPC FL E     -   1.00000374  x   0.99996381  =   0.99996755
 AK6146!UTM  17      -   1.00000374  x   0.99962263  =   0.99962637
 AK6146
 AK6146:                Primary Azimuth Mark                     Grid Az
 AK6146:SPC FL E     -  CANAVE 2                                 146 35 48.7
 AK6146:UTM  17      -  CANAVE 2                                 146 35 48.7
 AK6146
 AK6146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4281954950(NAD 83)
 AK6146
 AK6146|---------------------------------------------------------------------|
 AK6146| PID    Reference Object                     Distance      Geod. Az  |
 AK6146|                                                           dddmmss.s |
 AK6146| AK6154 222 A                               157.327 METERS 04213     |
 AK6146| AK1293 THIRTY FOUR                         261.199 METERS 06348     |
 AK6146| AK1295 U D O P 1.14.3                       19.892 METERS 13009     |
 AK6146| AK2335 CANAVE 2                            APPROX. 2.8 KM 1464820.9 |
 AK6146|---------------------------------------------------------------------|
 AK6146
 AK6146                          SUPERSEDED SURVEY CONTROL
 AK6146
 AK6146  NAD 83(1986)-  28 31 14.11721(N)    080 33 44.57657(W) AD(       ) 2
 AK6146  NAD 27      -  28 31 13.12396(N)    080 33 45.39670(W) AD(       ) 2
 AK6146  NGVD 29               4.81   (m)           15.8    (f) LEVELING    3  
 AK6146
 AK6146.Superseded values are not recommended for survey control.
 AK6146
 AK6146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6146.See file dsdata.pdf to determine how the superseded data were derived.
 AK6146
 AK6146_MARKER: DD = SURVEY DISK
 AK6146_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK6146_SP_SET: PAD
 AK6146_STAMPING: 222 C 1961
 AK6146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6146
 AK6146  HISTORY     - Date     Condition        Report By
 AK6146  HISTORY     - 1962     MONUMENTED       CGS
 AK6146
 AK6146                          STATION DESCRIPTION
 AK6146
 AK6146'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AK6146'STATION IS LOCATED ON CAPE CANAVERAL MISSILE BASE AT COMPLEX 34
 AK6146'AND ON THE SOUTHWEST SIDE OF LAUNCH PAD 34.  IT IS 103 FEET
 AK6146'NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE PAD THAT
 AK6146'SURROUNDS THE PAD, 38 FEET NORTHWEST OF A RAIL THAT SUPPORTS
 AK6146'A GANTRY AND 33 FEET EAST OF A STEEL HOLD DOWN PIER.  A SMOOTH
 AK6146'BRASS DISK, CEMENTED IN A DRILL HOLE IN THE CONCRETE PAD AND
 AK6146'STAMPED 222 C 1961.  NOTE.  A PUNCH HOLE WITHIN A TRIANGLE
 AK6146'MARKS THE STATION.  A TRAVERSE CONNECTION WAS MADE FROM STATION
 AK6146'THIRTY FOUR 1961 AND THE DISTANCE IS 261.1979 METERS OR
 AK6146'856.95 FEET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0057 ***********************************************************************
 AL0057  DESIGNATION -  223
 AL0057  PID         -  AL0057
 AL0057  STATE/COUNTY-  FL/PINELLAS
 AL0057  COUNTRY     -  US
 AL0057  USGS QUAD   -  ELFERS (2018)
 AL0057
 AL0057                         *CURRENT SURVEY CONTROL
 AL0057  ______________________________________________________________________
 AL0057* NAD 83(1986) POSITION- 28 09 49.     (N) 082 44 23.     (W)   SCALED
 AL0057* NAVD 88 ORTHO HEIGHT -     5.752 (meters)       18.87  (feet) ADJUSTED
 AL0057  ______________________________________________________________________
 AL0057  GEOID HEIGHT    -        -25.166 (meters)                     GEOID18
 AL0057  DYNAMIC HEIGHT  -          5.744 (meters)       18.85  (feet) COMP
 AL0057  MODELED GRAVITY -    979,196.1   (mgal)                       NAVD 88
 AL0057
 AL0057  VERT ORDER      -  SECOND    CLASS II
 AL0057
 AL0057.The horizontal coordinates were scaled from a map and have
 AL0057.an estimated accuracy of +/- 6 seconds.
 AL0057
 AL0057.The orthometric height was determined by differential leveling and
 AL0057.adjusted by the NATIONAL GEODETIC SURVEY
 AL0057.in June 1991.
 AL0057
 AL0057.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0057.GEOID18 height accuracy estimate available here.
 AL0057
 AL0057.Click photographs - Photos may exist for this station.
 AL0057
 AL0057.The dynamic height is computed by dividing the NAVD 88
 AL0057.geopotential number by the normal gravity value computed on the
 AL0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0057.degrees latitude (g = 980.6199 gals.).
 AL0057
 AL0057.The modeled gravity was interpolated from observed gravity values.
 AL0057
 AL0057;                    North         East    Units  Estimated Accuracy
 AL0057;SPC FL W     -   424,560.      127,350.      MT  (+/- 180 meters Scaled)
 AL0057
 AL0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291165(NAD 83)
 AL0057
 AL0057                          SUPERSEDED SURVEY CONTROL
 AL0057
 AL0057  NGVD 29 (??/??/92)    6.012  (m)           19.72   (f) ADJ UNCH    2 2
 AL0057
 AL0057.Superseded values are not recommended for survey control.
 AL0057
 AL0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0057.See file dsdata.pdf to determine how the superseded data were derived.
 AL0057
 AL0057_MARKER: DD = SURVEY DISK
 AL0057_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AL0057_SP_SET: BRIDGE
 AL0057_STAMPING: 223
 AL0057_MARK LOGO: FLSRD
 AL0057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0057
 AL0057  HISTORY     - Date     Condition        Report By
 AL0057  HISTORY     - UNK      MONUMENTED       FLHD
 AL0057  HISTORY     - 1976     GOOD             FLDT
 AL0057  HISTORY     - 1984     GOOD             USPSQD
 AL0057  HISTORY     - 1990     GOOD             USPSQD
 AL0057  HISTORY     - 20070719 MARK NOT FOUND   YOUNG
 AL0057
 AL0057                          STATION DESCRIPTION
 AL0057
 AL0057'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0057'AT TARPON SPRINGS.
 AL0057'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0057'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.4 MILE TO THE SOUTH
 AL0057'END OF THE SOUTH BOUND BRIDGE.  STATION ON LEFT, IN THE SE
 AL0057'CORNER OF THE SOUTH BOUND BRIDGE.  SET IN TOP OF THE CONCRETE
 AL0057'WINGWALL.  SECTION 6, T 27 S, R 16 E.
 AL0057
 AL0057                          STATION RECOVERY (1984)
 AL0057
 AL0057'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0057'RECOVERED IN GOOD CONDITION.
 AL0057
 AL0057                          STATION RECOVERY (1990)
 AL0057
 AL0057'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0057'RECOVERED IN GOOD CONDITION.
 AL0057
 AL0057                          STATION RECOVERY (2007)
 AL0057
 AL0057'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2007 (WL)
 AL0057'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0120 ***********************************************************************
 AG0120  DESIGNATION -  224
 AG0120  PID         -  AG0120
 AG0120  STATE/COUNTY-  FL/PINELLAS
 AG0120  COUNTRY     -  US
 AG0120  USGS QUAD   -  SEMINOLE (2018)
 AG0120
 AG0120                         *CURRENT SURVEY CONTROL
 AG0120  ______________________________________________________________________
 AG0120* NAD 83(1986) POSITION- 27 48 19.     (N) 082 45 11.     (W)   SCALED
 AG0120* NAVD 88 ORTHO HEIGHT -     4.595 (meters)       15.08  (feet) ADJUSTED
 AG0120  ______________________________________________________________________
 AG0120  GEOID HEIGHT    -        -24.413 (meters)                     GEOID18
 AG0120  DYNAMIC HEIGHT  -          4.588 (meters)       15.05  (feet) COMP
 AG0120  MODELED GRAVITY -    979,179.0   (mgal)                       NAVD 88
 AG0120
 AG0120  VERT ORDER      -  SECOND    CLASS II
 AG0120
 AG0120.The horizontal coordinates were scaled from a map and have
 AG0120.an estimated accuracy of +/- 6 seconds.
 AG0120
 AG0120.The orthometric height was determined by differential leveling and
 AG0120.adjusted by the NATIONAL GEODETIC SURVEY
 AG0120.in June 1991.
 AG0120
 AG0120.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0120.GEOID18 height accuracy estimate available here.
 AG0120
 AG0120.Click photographs - Photos may exist for this station.
 AG0120
 AG0120.The dynamic height is computed by dividing the NAVD 88
 AG0120.geopotential number by the normal gravity value computed on the
 AG0120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0120.degrees latitude (g = 980.6199 gals.).
 AG0120
 AG0120.The modeled gravity was interpolated from observed gravity values.
 AG0120
 AG0120;                    North         East    Units  Estimated Accuracy
 AG0120;SPC FL W     -   384,860.      125,800.      MT  (+/- 180 meters Scaled)
 AG0120
 AG0120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL273768(NAD 83)
 AG0120
 AG0120                          SUPERSEDED SURVEY CONTROL
 AG0120
 AG0120  NGVD 29 (??/??/92)    4.864  (m)           15.96   (f) ADJ UNCH    2 2
 AG0120
 AG0120.Superseded values are not recommended for survey control.
 AG0120
 AG0120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0120.See file dsdata.pdf to determine how the superseded data were derived.
 AG0120
 AG0120_MARKER: DD = SURVEY DISK
 AG0120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0120_MARK LOGO: FL2730
 AG0120_PROJECTION: PROJECTING 5 CENTIMETERS
 AG0120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0120+STABILITY: SURFACE MOTION
 AG0120
 AG0120  HISTORY     - Date     Condition        Report By
 AG0120  HISTORY     - UNK      MONUMENTED       FL2730
 AG0120  HISTORY     - 1976     GOOD             FLDT
 AG0120  HISTORY     - 1977     GOOD             FL-103
 AG0120  HISTORY     - 19980422 MARK NOT FOUND   USPSQD
 AG0120
 AG0120                          STATION DESCRIPTION
 AG0120
 AG0120'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0120'AT ST PETERSBURG.
 AG0120'TO REACH THE STATION FROM THE INTERSECTION OF PARK STREET (S.R.
 AG0120'695/C.R. 34) AND U.S. ALT. 19 (S.R. 595/TYRONE BLVD.), RUN SOUTHERLY
 AG0120'FOR 0.25 MILE TO 38TH AVE.  STATION ON LEFT, 41.0 FT. EAST OF THE
 AG0120'CENTERLINE OF PARK STREET.  49.0 FT. SOUTH OF THE CENTERLINE OF
 AG0120'38TH AVENUE, 13.5 FT. NW OF AN 8 INCH PALM TREE, 12.0 FT. SE OF
 AG0120'BACK OF CURB, 3.0 FT. EAST OF THE BACK OF SIDEWALK.  SET IN TOP
 AG0120'OF A CONCRETE POST THAT IS 2 INCHES ABOVE THE GROUND.  SECTION
 AG0120'12, T31S, R15E.
 AG0120
 AG0120                          STATION RECOVERY (1977)
 AG0120
 AG0120'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0120'RECOVERED IN GOOD CONDITION.
 AG0120
 AG0120                          STATION RECOVERY (1998)
 AG0120
 AG0120'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0120'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0058 ***********************************************************************
 AL0058  TIDAL BM    -  This is a Tidal Bench Mark.
 AL0058  DESIGNATION -  224
 AL0058  PID         -  AL0058
 AL0058  STATE/COUNTY-  FL/PINELLAS
 AL0058  COUNTRY     -  US
 AL0058  USGS QUAD   -  ELFERS (2018)
 AL0058
 AL0058                         *CURRENT SURVEY CONTROL
 AL0058  ______________________________________________________________________
 AL0058* NAD 83(1986) POSITION- 28 09 31.     (N) 082 44 23.     (W)   SCALED
 AL0058* NAVD 88 ORTHO HEIGHT -     1.716 (meters)        5.63  (feet) ADJUSTED
 AL0058  ______________________________________________________________________
 AL0058  GEOID HEIGHT    -        -25.153 (meters)                     GEOID18
 AL0058  DYNAMIC HEIGHT  -          1.713 (meters)        5.62  (feet) COMP
 AL0058  MODELED GRAVITY -    979,195.8   (mgal)                       NAVD 88
 AL0058
 AL0058  VERT ORDER      -  SECOND    CLASS I
 AL0058
 AL0058.The horizontal coordinates were scaled from a map and have
 AL0058.an estimated accuracy of +/- 6 seconds.
 AL0058
 AL0058.The orthometric height was determined by differential leveling and
 AL0058.adjusted by the NATIONAL GEODETIC SURVEY
 AL0058.in June 1991.
 AL0058
 AL0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0058.GEOID18 height accuracy estimate available here.
 AL0058
 AL0058.This Tidal Bench Mark is designated as VM 17178
 AL0058.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AL0058
 AL0058.Click photographs - Photos may exist for this station.
 AL0058
 AL0058.The dynamic height is computed by dividing the NAVD 88
 AL0058.geopotential number by the normal gravity value computed on the
 AL0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0058.degrees latitude (g = 980.6199 gals.).
 AL0058
 AL0058.The modeled gravity was interpolated from observed gravity values.
 AL0058
 AL0058;                    North         East    Units  Estimated Accuracy
 AL0058;SPC FL W     -   424,010.      127,350.      MT  (+/- 180 meters Scaled)
 AL0058
 AL0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291159(NAD 83)
 AL0058
 AL0058                          SUPERSEDED SURVEY CONTROL
 AL0058
 AL0058  NGVD 29 (??/??/92)    1.975  (m)            6.48   (f) ADJ UNCH    2 1
 AL0058
 AL0058.Superseded values are not recommended for survey control.
 AL0058
 AL0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0058.See file dsdata.pdf to determine how the superseded data were derived.
 AL0058
 AL0058_MARKER: DD = SURVEY DISK
 AL0058_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0058_SP_SET: CULVERT HEADWALL
 AL0058_STAMPING: 224
 AL0058_MARK LOGO: FLSRD
 AL0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0058+STABILITY: SURFACE MOTION
 AL0058
 AL0058  HISTORY     - Date     Condition        Report By
 AL0058  HISTORY     - UNK      MONUMENTED       FLHD
 AL0058  HISTORY     - 1972     GOOD             FLDT
 AL0058  HISTORY     - 1983     GOOD             FLDNR
 AL0058  HISTORY     - 1984     GOOD             USPSQD
 AL0058  HISTORY     - 1990     GOOD             USPSQD
 AL0058
 AL0058                          STATION DESCRIPTION
 AL0058
 AL0058'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AL0058'AT TARPON SPRINGS.
 AL0058'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0058'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.7 MILE.  STATION ON
 AL0058'RIGHT, 71.0 FT. WEST OF THE CENTERLINE OF U.S. 19, 46.0 FT. SE
 AL0058'OF POWER POLE, NUMBER 2-22580.  SET IN TOP OF A CONCRETE
 AL0058'HEADWALL.  SECTION 7, T27S, R16E.
 AL0058
 AL0058                          STATION RECOVERY (1983)
 AL0058
 AL0058'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL0058'RECOVERED IN GOOD CONDITION.
 AL0058
 AL0058                          STATION RECOVERY (1984)
 AL0058
 AL0058'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0058'RECOVERED IN GOOD CONDITION.
 AL0058
 AL0058                          STATION RECOVERY (1990)
 AL0058
 AL0058'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0059 ***********************************************************************
 AL0059  TIDAL BM    -  This is a Tidal Bench Mark.
 AL0059  DESIGNATION -  225
 AL0059  PID         -  AL0059
 AL0059  STATE/COUNTY-  FL/PINELLAS
 AL0059  COUNTRY     -  US
 AL0059  USGS QUAD   -  ELFERS (2018)
 AL0059
 AL0059                         *CURRENT SURVEY CONTROL
 AL0059  ______________________________________________________________________
 AL0059* NAD 83(1986) POSITION- 28 09 25.     (N) 082 44 23.     (W)   SCALED
 AL0059* NAVD 88 ORTHO HEIGHT -    11.192 (meters)       36.72  (feet) ADJUSTED
 AL0059  ______________________________________________________________________
 AL0059  GEOID HEIGHT    -        -25.149 (meters)                     GEOID18
 AL0059  DYNAMIC HEIGHT  -         11.175 (meters)       36.66  (feet) COMP
 AL0059  MODELED GRAVITY -    979,195.7   (mgal)                       NAVD 88
 AL0059
 AL0059  VERT ORDER      -  SECOND    CLASS I
 AL0059
 AL0059.The horizontal coordinates were scaled from a map and have
 AL0059.an estimated accuracy of +/- 6 seconds.
 AL0059
 AL0059.The orthometric height was determined by differential leveling and
 AL0059.adjusted by the NATIONAL GEODETIC SURVEY
 AL0059.in June 1991.
 AL0059
 AL0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0059.GEOID18 height accuracy estimate available here.
 AL0059
 AL0059.This Tidal Bench Mark is designated as VM 7655
 AL0059.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AL0059
 AL0059.Click photographs - Photos may exist for this station.
 AL0059
 AL0059.The dynamic height is computed by dividing the NAVD 88
 AL0059.geopotential number by the normal gravity value computed on the
 AL0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0059.degrees latitude (g = 980.6199 gals.).
 AL0059
 AL0059.The modeled gravity was interpolated from observed gravity values.
 AL0059
 AL0059;                    North         East    Units  Estimated Accuracy
 AL0059;SPC FL W     -   423,820.      127,350.      MT  (+/- 180 meters Scaled)
 AL0059
 AL0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291158(NAD 83)
 AL0059
 AL0059                          SUPERSEDED SURVEY CONTROL
 AL0059
 AL0059  NGVD 29 (??/??/92)   11.451  (m)           37.57   (f) ADJ UNCH    2 1
 AL0059
 AL0059.Superseded values are not recommended for survey control.
 AL0059
 AL0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0059.See file dsdata.pdf to determine how the superseded data were derived.
 AL0059
 AL0059_MARKER: DD = SURVEY DISK
 AL0059_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AL0059_SP_SET: OVERPASS WINGWALL
 AL0059_STAMPING: 225
 AL0059_MARK LOGO: FLSRD
 AL0059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0059
 AL0059  HISTORY     - Date     Condition        Report By
 AL0059  HISTORY     - UNK      MONUMENTED       FLHD
 AL0059  HISTORY     - 1976     GOOD             NGS
 AL0059  HISTORY     - 1983     GOOD             FLDNR
 AL0059  HISTORY     - 1984     GOOD             USPSQD
 AL0059  HISTORY     - 1990     GOOD             USPSQD
 AL0059  HISTORY     - 20170310 MARK NOT FOUND   NGS
 AL0059
 AL0059                          STATION DESCRIPTION
 AL0059
 AL0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0059'AT TARPON SPRINGS.
 AL0059'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0059'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.90 MILE TO THE NORTH
 AL0059'END OF THE SOUTH BOUND OVERPASS.  STATION ON RIGHT, IN THE NW
 AL0059'CORNER OF THE SOUTH BOUND OVERPASS.  SET IN TOP OF THE CONCRETE
 AL0059'WINGWALL.  SECTION 7, T27S, R16E.
 AL0059
 AL0059                          STATION RECOVERY (1983)
 AL0059
 AL0059'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL0059'RECOVERED IN GOOD CONDITION.
 AL0059
 AL0059                          STATION RECOVERY (1984)
 AL0059
 AL0059'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0059'RECOVERED IN GOOD CONDITION.
 AL0059
 AL0059                          STATION RECOVERY (1990)
 AL0059
 AL0059'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0059'RECOVERED IN GOOD CONDITION.
 AL0059
 AL0059                          STATION RECOVERY (2017)
 AL0059
 AL0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (JFC)
 AL0059'MARK NOT FOUND. PRESUMED DESTROYED WHEN US HWY 19 WAS WIDENED TO 6
 AL0059'LANES. IT SHOULD BE NOTED THAT THIS AREA IS NO LONGER RAIL ROAD BUT A
 AL0059'BIKE AND HIKING TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5740 ***********************************************************************
 DG5740  DESIGNATION -  225 CMP
 DG5740  PID         -  DG5740
 DG5740  STATE/COUNTY-  FL/PUTNAM
 DG5740  COUNTRY     -  US
 DG5740  USGS QUAD   -  HAWTHORNE (2018)
 DG5740
 DG5740                         *CURRENT SURVEY CONTROL
 DG5740  ______________________________________________________________________
 DG5740* NAD 83(1986) POSITION- 29 32 36.     (N) 082 02 24.     (W)   SCALED
 DG5740* NAVD 88 ORTHO HEIGHT -    31.060 (meters)      101.90  (feet) ADJUSTED
 DG5740  ______________________________________________________________________
 DG5740  GEOID HEIGHT    -        -27.975 (meters)                     GEOID18
 DG5740  DYNAMIC HEIGHT  -         31.017 (meters)      101.76  (feet) COMP
 DG5740  MODELED GRAVITY -    979,282.0   (mgal)                       NAVD 88
 DG5740
 DG5740  VERT ORDER      -  SECOND    CLASS I
 DG5740
 DG5740.The horizontal coordinates were scaled from a map and have
 DG5740.an estimated accuracy of +/- 6 seconds.
 DG5740
 DG5740.The orthometric height was determined by differential leveling and
 DG5740.adjusted by the NATIONAL GEODETIC SURVEY
 DG5740.in August 2004.
 DG5740
 DG5740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5740.GEOID18 height accuracy estimate available here.
 DG5740
 DG5740.Click photographs - Photos may exist for this station.
 DG5740
 DG5740.The dynamic height is computed by dividing the NAVD 88
 DG5740.geopotential number by the normal gravity value computed on the
 DG5740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5740.degrees latitude (g = 980.6199 gals.).
 DG5740
 DG5740.The modeled gravity was interpolated from observed gravity values.
 DG5740
 DG5740;                    North         East    Units  Estimated Accuracy
 DG5740;SPC FL E     -   577,700.       99,200.      MT  (+/- 180 meters Scaled)
 DG5740
 DG5740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN992686(NAD 83)
 DG5740
 DG5740                          SUPERSEDED SURVEY CONTROL
 DG5740
 DG5740.No superseded survey control is available for this station.
 DG5740
 DG5740_MARKER: DD = SURVEY DISK
 DG5740_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DG5740_STAMPING: 225 CMP 1965 103
 DG5740_MARK LOGO: USGS
 DG5740_PROJECTION: FLUSH
 DG5740_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG5740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG5740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG5740+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2000
 DG5740
 DG5740  HISTORY     - Date     Condition        Report By
 DG5740  HISTORY     - 1965     MONUMENTED       USGS
 DG5740  HISTORY     - 20000512 GOOD             FLDEP
 DG5740
 DG5740                          STATION DESCRIPTION
 DG5740
 DG5740'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DG5740'THE MARK IS ABOUT 20.0 MI (32.2 KM) SOUTHEAST OF GAINESVILLE, 4.0 MI
 DG5740'(6.4 KM) SOUTHEAST OF HAWTHORNE, ON GORDON CHAPEL ROAD IN SECTION 18,
 DG5740'TOWNSHIP 11 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE
 DG5740'INTERSECTION OF U.S. HIGHWAY 301 AND STATE ROAD 20 IN HAWTHORNE, GO
 DG5740'EAST ON STATE ROAD 20 FOR 1.9 MI (3.1 KM) TO THE PUTNAM COUNTY LINE,
 DG5740'CONTINUE EAST ON STATE ROAD 20 FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF
 DG5740'GORDON CHAPEL ROAD ON THE RIGHT, TURN RIGHT ON GORDON CHAPEL ROAD AND
 DG5740'GO SOUTH FOR 4.55 MI (7.32 KM) TO THE JUNCTION OF LAKE SUSAN ROAD AND
 DG5740'THE MARK ON THE SOUTHWEST SIDE OF A WOODEN FENCE, SET IN THE TOP OF A
 DG5740'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.
 DG5740'THIS MARK CAN ALSO BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY
 DG5740'301 AND STATE ROAD 20 IN HAWTHORNE, GO SOUTH ON U.S. HIGHWAY 301 FOR
 DG5740'0.75 MI (1.21 KM) TO THE JUNCTION OF HOLDEN PARK ROAD (SE 6TH AVE) ON
 DG5740'THE LEFT, TURN LEFT ON HOLDEN PARK ROAD (SE 6TH AVE) AND GO EAST FOR
 DG5740'3.5 MI (5.6 KM) TO THE PUTNAM COUNTY LINE, CONTINUE EAST ON HOLDEN
 DG5740'PARK ROAD FOR 0.95 MI (1.53 KM) TO THE END OF THE PAVEMENT (HOLDEN
 DG5740'PARK ROAD TURNS INTO LAKE SUSAN ROAD), AND THE JUNCTION OF STAR LAKE
 DG5740'ROAD, GORDON CHAPEL ROAD AND THE MARK ON THE RIGHT. LOCATED 50.6 FT
 DG5740'(15.4 M) WEST OF THE APPROXIMATE CENTERLINE OF STAR LAKE ROAD, 38.5 FT
 DG5740'(11.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF HOLDEN PARK ROAD AND
 DG5740'LAKE SUSAN ROAD, 2.0 FT (0.6 M) (0.6 SOUTH-SOUTHWEST OF THE BACK SIDE
 DG5740'OF THE WOODEN FENCE, 1.6 FT (0.5 M) SOUTH OF THE WOODEN FENCE LEADING
 DG5740'WEST AND 1.1 FT (0.3 M) WEST OF THE WOODEN FENCE LEADING SOUTH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0060 ***********************************************************************
 AL0060  TIDAL BM    -  This is a Tidal Bench Mark.
 AL0060  DESIGNATION -  226
 AL0060  PID         -  AL0060
 AL0060  STATE/COUNTY-  FL/PINELLAS
 AL0060  COUNTRY     -  US
 AL0060  USGS QUAD   -  ELFERS (2018)
 AL0060
 AL0060                         *CURRENT SURVEY CONTROL
 AL0060  ______________________________________________________________________
 AL0060* NAD 83(1986) POSITION- 28 09 19.     (N) 082 44 23.     (W)   SCALED
 AL0060* NAVD 88 ORTHO HEIGHT -    11.706 (meters)       38.41  (feet) ADJUSTED
 AL0060  ______________________________________________________________________
 AL0060  GEOID HEIGHT    -        -25.145 (meters)                     GEOID18
 AL0060  DYNAMIC HEIGHT  -         11.689 (meters)       38.35  (feet) COMP
 AL0060  MODELED GRAVITY -    979,195.6   (mgal)                       NAVD 88
 AL0060
 AL0060  VERT ORDER      -  SECOND    CLASS I
 AL0060
 AL0060.The horizontal coordinates were scaled from a map and have
 AL0060.an estimated accuracy of +/- 6 seconds.
 AL0060
 AL0060.The orthometric height was determined by differential leveling and
 AL0060.adjusted by the NATIONAL GEODETIC SURVEY
 AL0060.in June 1991.
 AL0060
 AL0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0060.GEOID18 height accuracy estimate available here.
 AL0060
 AL0060.This Tidal Bench Mark is designated as VM 7653
 AL0060.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AL0060
 AL0060.Click photographs - Photos may exist for this station.
 AL0060
 AL0060.The dynamic height is computed by dividing the NAVD 88
 AL0060.geopotential number by the normal gravity value computed on the
 AL0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0060.degrees latitude (g = 980.6199 gals.).
 AL0060
 AL0060.The modeled gravity was interpolated from observed gravity values.
 AL0060
 AL0060;                    North         East    Units  Estimated Accuracy
 AL0060;SPC FL W     -   423,640.      127,350.      MT  (+/- 180 meters Scaled)
 AL0060
 AL0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291156(NAD 83)
 AL0060
 AL0060                          SUPERSEDED SURVEY CONTROL
 AL0060
 AL0060  NGVD 29 (??/??/92)   11.966  (m)           39.26   (f) ADJ UNCH    2 1
 AL0060
 AL0060.Superseded values are not recommended for survey control.
 AL0060
 AL0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0060.See file dsdata.pdf to determine how the superseded data were derived.
 AL0060
 AL0060_MARKER: DD = SURVEY DISK
 AL0060_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AL0060_SP_SET: OVERPASS WINGWALL
 AL0060_STAMPING: 226
 AL0060_MARK LOGO: FLSRD
 AL0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0060
 AL0060  HISTORY     - Date     Condition        Report By
 AL0060  HISTORY     - UNK      MONUMENTED       FLHD
 AL0060  HISTORY     - 1976     GOOD             FLDT
 AL0060  HISTORY     - 1983     GOOD             FLDNR
 AL0060  HISTORY     - 1984     GOOD             USPSQD
 AL0060  HISTORY     - 1990     GOOD             USPSQD
 AL0060  HISTORY     - 20170310 MARK NOT FOUND   NGS
 AL0060
 AL0060                          STATION DESCRIPTION
 AL0060
 AL0060'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0060'AT TARPON SPRINGS.
 AL0060'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0060'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.95 MILE TO THE SOUTH END
 AL0060'OF THE SOUTH BOUND OVERPASS.  STATION ON LEFT, IN THE SE CORNER
 AL0060'OF THE SOUTH BOUND OVERPASS.  SET IN TOP OF THE CONCRETE
 AL0060'WINGWALL.  SECTION 7, T27S, R16E.
 AL0060
 AL0060                          STATION RECOVERY (1983)
 AL0060
 AL0060'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AL0060'RECOVERED IN GOOD CONDITION.
 AL0060
 AL0060                          STATION RECOVERY (1984)
 AL0060
 AL0060'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0060'RECOVERED IN GOOD CONDITION.
 AL0060
 AL0060                          STATION RECOVERY (1990)
 AL0060
 AL0060'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0060'RECOVERED IN GOOD CONDITION.
 AL0060
 AL0060                          STATION RECOVERY (2017)
 AL0060
 AL0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (JFC)
 AL0060'MARK NOT FOUND. PRESUMED DESTROYED WHEN US HWY 19 WAS WIDENED TO 6
 AL0060'LANES. IT SHOULD BE NOTED THAT THIS AREA IS NO LONGER RAIL ROAD BUT A
 AL0060'BIKE AND HIKING TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0061 ***********************************************************************
 AL0061  TIDAL BM    -  This is a Tidal Bench Mark.
 AL0061  DESIGNATION -  227
 AL0061  PID         -  AL0061
 AL0061  STATE/COUNTY-  FL/PINELLAS
 AL0061  COUNTRY     -  US
 AL0061  USGS QUAD   -  ELFERS (2018)
 AL0061
 AL0061                         *CURRENT SURVEY CONTROL
 AL0061  ______________________________________________________________________
 AL0061* NAD 83(1986) POSITION- 28 09 19.     (N) 082 44 23.     (W)   SCALED
 AL0061* NAVD 88 ORTHO HEIGHT -    11.698 (meters)       38.38  (feet) ADJUSTED
 AL0061  ______________________________________________________________________
 AL0061  GEOID HEIGHT    -        -25.145 (meters)                     GEOID18
 AL0061  DYNAMIC HEIGHT  -         11.681 (meters)       38.32  (feet) COMP
 AL0061  MODELED GRAVITY -    979,195.6   (mgal)                       NAVD 88
 AL0061
 AL0061  VERT ORDER      -  SECOND    CLASS II
 AL0061
 AL0061.The horizontal coordinates were scaled from a map and have
 AL0061.an estimated accuracy of +/- 6 seconds.
 AL0061
 AL0061.The orthometric height was determined by differential leveling and
 AL0061.adjusted by the NATIONAL GEODETIC SURVEY
 AL0061.in June 1991.
 AL0061
 AL0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0061.GEOID18 height accuracy estimate available here.
 AL0061
 AL0061.This Tidal Bench Mark is designated as VM 7654
 AL0061.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AL0061
 AL0061.Click photographs - Photos may exist for this station.
 AL0061
 AL0061.The dynamic height is computed by dividing the NAVD 88
 AL0061.geopotential number by the normal gravity value computed on the
 AL0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0061.degrees latitude (g = 980.6199 gals.).
 AL0061
 AL0061.The modeled gravity was interpolated from observed gravity values.
 AL0061
 AL0061;                    North         East    Units  Estimated Accuracy
 AL0061;SPC FL W     -   423,640.      127,350.      MT  (+/- 180 meters Scaled)
 AL0061
 AL0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291156(NAD 83)
 AL0061
 AL0061                          SUPERSEDED SURVEY CONTROL
 AL0061
 AL0061  NGVD 29 (??/??/92)   11.958  (m)           39.23   (f) ADJ UNCH    2 2
 AL0061
 AL0061.Superseded values are not recommended for survey control.
 AL0061
 AL0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0061.See file dsdata.pdf to determine how the superseded data were derived.
 AL0061
 AL0061_MARKER: DD = SURVEY DISK
 AL0061_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AL0061_SP_SET: OVERPASS WINGWALL
 AL0061_STAMPING: 227
 AL0061_MARK LOGO: FLSRD
 AL0061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AL0061
 AL0061  HISTORY     - Date     Condition        Report By
 AL0061  HISTORY     - UNK      MONUMENTED       FLHD
 AL0061  HISTORY     - 1976     GOOD             FLDT
 AL0061  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0061  HISTORY     - 19950217 GOOD             USPSQD
 AL0061  HISTORY     - 20170310 MARK NOT FOUND   NGS
 AL0061
 AL0061                          STATION DESCRIPTION
 AL0061
 AL0061'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0061'AT TARPON SPRINGS.
 AL0061'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND U.S.
 AL0061'ALT. 19, RUN SOUTHERLY ON U.S. 19 FOR 1.95 MILE TO THE SOUTH
 AL0061'END OF THE NORTH BOUND OVERPASS.  STATION ON LEFT, IN THE SE
 AL0061'CORNER OF THE NORTH BOUND OVERPASS.  SET IN TOP OF CONCRETE
 AL0061'WINGWALL.  SECTION 7, T27S, R16E.
 AL0061
 AL0061                          STATION RECOVERY (1990)
 AL0061
 AL0061'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0061'MARK NOT FOUND.
 AL0061
 AL0061                          STATION RECOVERY (1995)
 AL0061
 AL0061'RECOVERY NOTE BY US POWER SQUADRON 1995
 AL0061'RECOVERED IN GOOD CONDITION.
 AL0061
 AL0061                          STATION RECOVERY (2017)
 AL0061
 AL0061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (JFC)
 AL0061'MARK NOT FOUND. PRESUMED DESTROYED WHEN US HWY 19 WAS WIDENED TO 6
 AL0061'LANES. IT SHOULD BE NOTED THAT THIS AREA IS NO LONGER RAIL ROAD BUT A
 AL0061'BIKE AND HIKING TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2756 ***********************************************************************
 DM2756  DESIGNATION -  22782
 DM2756  PID         -  DM2756
 DM2756  STATE/COUNTY-  FL/PINELLAS
 DM2756  COUNTRY     -  US
 DM2756  USGS QUAD   -  TARPON SPRINGS (2018)
 DM2756
 DM2756                         *CURRENT SURVEY CONTROL
 DM2756  ______________________________________________________________________
 DM2756* NAD 83(1986) POSITION- 28 09 25.3    (N) 082 45 24.0    (W)   HD_HELD2
 DM2756* NAVD 88 ORTHO HEIGHT -     1.569 (meters)        5.15  (feet) ADJUSTED
 DM2756  ______________________________________________________________________
 DM2756  GEOID HEIGHT    -        -25.128 (meters)                     GEOID18
 DM2756  DYNAMIC HEIGHT  -          1.567 (meters)        5.14  (feet) COMP
 DM2756  MODELED GRAVITY -    979,195.6   (mgal)                       NAVD 88
 DM2756
 DM2756  VERT ORDER      -  FIRST     CLASS II
 DM2756
 DM2756.The horizontal coordinates were established by autonomous hand held GPS
 DM2756.observations and have an estimated accuracy of +/- 10 meters.
 DM2756
 DM2756.The orthometric height was determined by differential leveling and
 DM2756.adjusted by the NATIONAL GEODETIC SURVEY
 DM2756.in January 2011.
 DM2756
 DM2756.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2756.GEOID18 height accuracy estimate available here.
 DM2756
 DM2756.Click photographs - Photos may exist for this station.
 DM2756
 DM2756.The dynamic height is computed by dividing the NAVD 88
 DM2756.geopotential number by the normal gravity value computed on the
 DM2756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2756.degrees latitude (g = 980.6199 gals.).
 DM2756
 DM2756.The modeled gravity was interpolated from observed gravity values.
 DM2756
 DM2756;                    North         East    Units  Estimated Accuracy
 DM2756;SPC FL W     -   423,841.      125,684.      MT  (+/- 10 meters HH2 GPS)
 DM2756
 DM2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2751615845(NAD 83)
 DM2756
 DM2756                          SUPERSEDED SURVEY CONTROL
 DM2756
 DM2756.No superseded survey control is available for this station.
 DM2756
 DM2756_MARKER: DD = SURVEY DISK
 DM2756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM2756_STAMPING: 22782 2008
 DM2756_MARK LOGO: SWFWMD
 DM2756_PROJECTION: FLUSH
 DM2756_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM2756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2756+STABILITY: SURFACE MOTION
 DM2756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2756+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 DM2756
 DM2756  HISTORY     - Date     Condition        Report By
 DM2756  HISTORY     - 2008     MONUMENTED       SWFWMD
 DM2756  HISTORY     - 20081114 GOOD             FLDEP
 DM2756
 DM2756                          STATION DESCRIPTION
 DM2756
 DM2756'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DM2756'THE MARK IS ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHWEST OF PORT RICHEY, 4.6
 DM2756'MI (7.4 KM) SOUTH-SOUTHWEST OF ELFERS, 0.8 MI (1.3 KM) NORTH OF TARPON
 DM2756'SPRINGS, IN SECTION 12, TOWNSHIP 27 SOUTH, RANGE 15 EAST.
 DM2756'
 DM2756'TO REACH THE MARK FROM THE INTERSECTION OF U.S. ALTERNATE HIGHWAY 19
 DM2756'(PINELLAS AVENUE) AND STATE ROAD 582 (WEST TARPON AVENUE) IN TARPON
 DM2756'SPRINGS, GO NORTH ON U.S. ALTERNATE HIGHWAY 19 (NORTH PINELLAS AVENUE)
 DM2756'FOR 0.75 MI (1.2 KM) TO THE SOUTH END OF THE ANCLOTE RIVER BRIDGE AND
 DM2756'THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DM2756'FLUSH WITH THE GROUND AND ABOUT 7.0 FT (2.1 M) BELOW THE LEVEL OF U.S.
 DM2756'ALTERNATE HIGHWAY 19 (PINELLAS AVENUE).
 DM2756'
 DM2756'LOCATED 231.0 FT (70.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF A
 DM2756'PARKING LOT DRIVEWAY, 115.3 FT (35.1 M) NORTH OF A WOODEN POWER POLE
 DM2756'WITH 1 LIGHT ATTACHED, 49.2 FT (15.0 M) SOUTHEAST OF THE SOUTHEAST END
 DM2756'OF A BRIDGE ABUTMENT, 19.8 FT (6.0 M) EAST OF A METAL GUARDRAIL AND
 DM2756'1.2 FT (0.4 M) SOUTH OF A SWFWMD WITNESS POST.
 DM2756'
 DM2756'NOTE-UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG0121 ***********************************************************************
 BG0121  DESIGNATION -  228
 BG0121  PID         -  BG0121
 BG0121  STATE/COUNTY-  FL/ESCAMBIA
 BG0121  COUNTRY     -  US
 BG0121  USGS QUAD   -  CANTONMENT (2018)
 BG0121
 BG0121                         *CURRENT SURVEY CONTROL
 BG0121  ______________________________________________________________________
 BG0121* NAD 83(1986) POSITION- 30 30 04.     (N) 087 20 37.     (W)   SCALED
 BG0121* NAVD 88 ORTHO HEIGHT -    25.763 (meters)       84.52  (feet) ADJUSTED
 BG0121* NAVD 88 EPOCH        -  2009.55
 BG0121  **This station is located in a suspected subsidence area (see below).
 BG0121  ______________________________________________________________________
 BG0121  GEOID HEIGHT    -        -27.602 (meters)                     GEOID18
 BG0121  DYNAMIC HEIGHT  -         25.730 (meters)       84.42  (feet) COMP
 BG0121  MODELED GRAVITY -    979,344.6   (mgal)                       NAVD 88
 BG0121
 BG0121  VERT ORDER      -  SECOND    CLASS 0
 BG0121
 BG0121.The horizontal coordinates were scaled from a map and have
 BG0121.an estimated accuracy of +/- 6 seconds.
 BG0121
 BG0121.** This station is in an area of known vertical motion.  Due to the
 BG0121.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG0121.** determined the orthometric heights for marks in these suspect
 BG0121.** subsidence areas should be considered valid only at the epoch date
 BG0121.** associated with the orthometric height.  These heights must always
 BG0121.** be validated when used as control.  All previously superseded
 BG0121.** orthometric heights are now considered suspect and are available
 BG0121.** in the superseded section.  NGS does not recommend using suspect
 BG0121.** or superseded heights as control.
 BG0121
 BG0121.The orthometric height was determined by differential leveling and
 BG0121.adjusted by the NATIONAL GEODETIC SURVEY
 BG0121.in July 2012.
 BG0121
 BG0121.No vertical observational check was made to the station.
 BG0121
 BG0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG0121.GEOID18 height accuracy estimate available here.
 BG0121
 BG0121.Click photographs - Photos may exist for this station.
 BG0121
 BG0121.The dynamic height is computed by dividing the NAVD 88
 BG0121.geopotential number by the normal gravity value computed on the
 BG0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0121.degrees latitude (g = 980.6199 gals.).
 BG0121
 BG0121.The modeled gravity was interpolated from observed gravity values.
 BG0121
 BG0121;                    North         East    Units  Estimated Accuracy
 BG0121;SPC FL N     -   169,800.      327,060.      MT  (+/- 180 meters Scaled)
 BG0121
 BG0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU670743(NAD 83)
 BG0121
 BG0121                          SUPERSEDED SURVEY CONTROL
 BG0121
 BG0121  NAVD 88 (06/15/91)   25.781  (m)           84.58   (f) SUPERSEDED  2 0
 BG0121  NGVD 29 (??/??/92)   25.825  (m)           84.73   (f) ADJ UNCH    2 0
 BG0121
 BG0121.Superseded values are not recommended for survey control.
 BG0121
 BG0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0121.See file dsdata.pdf to determine how the superseded data were derived.
 BG0121
 BG0121_MARKER: DD = SURVEY DISK
 BG0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0121_STAMPING: NO 228 ELEV 88
 BG0121_MARK LOGO: USACE
 BG0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0121+STABILITY: SURFACE MOTION
 BG0121
 BG0121  HISTORY     - Date     Condition        Report By
 BG0121  HISTORY     - UNK      MONUMENTED       USACE
 BG0121  HISTORY     - 1955     GOOD             CGS
 BG0121  HISTORY     - 20060308 MARK NOT FOUND   USPSQD
 BG0121
 BG0121                          STATION DESCRIPTION
 BG0121
 BG0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG0121'7 MI NW FROM WEST PENSACOLA.
 BG0121'7.0 MILES NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE OVER PASS
 BG0121'OVER THE ST. LOUIS AND SAN FRANCISCO RAILWAY AT WEST PENSACOLA,
 BG0121'0.55 MILE NORTH WEST OF BRIDGE OVER ELEVENMILE CREEK, ABOUT
 BG0121'100 YARDS EAST OF THE SUMMIT OF A HILL, 22 FEET SOUTH OF THE
 BG0121'CENTER LINE OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 BG0121'PROJECTING 1.8 FEET.
 BG0121
 BG0121                          STATION RECOVERY (2006)
 BG0121
 BG0121'RECOVERY NOTE BY US POWER SQUADRON 2006 (GRB)
 BG0121'A LOT OF CONSTRUCTION WORK IN AREA.  LOOKED OVER AREA OF MARK
 BG0121'DESCRIPTION FOR 2 HOURS WITHOUT FINDING IT.  SUSPECT MARK HAS BEEN
 BG0121'MOVED OR COVERED BY CONSTRUCTION ACTIVITY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0062 ***********************************************************************
 AL0062  DESIGNATION -  228
 AL0062  PID         -  AL0062
 AL0062  STATE/COUNTY-  FL/PINELLAS
 AL0062  COUNTRY     -  US
 AL0062  USGS QUAD   -  ELFERS (2018)
 AL0062
 AL0062                         *CURRENT SURVEY CONTROL
 AL0062  ______________________________________________________________________
 AL0062* NAD 83(1986) POSITION- 28 08 37.     (N) 082 44 23.     (W)   SCALED
 AL0062* NAVD 88 ORTHO HEIGHT -     2.228 (meters)        7.31  (feet) ADJUSTED
 AL0062  ______________________________________________________________________
 AL0062  GEOID HEIGHT    -        -25.115 (meters)                     GEOID18
 AL0062  DYNAMIC HEIGHT  -          2.224 (meters)        7.30  (feet) COMP
 AL0062  MODELED GRAVITY -    979,194.9   (mgal)                       NAVD 88
 AL0062
 AL0062  VERT ORDER      -  SECOND    CLASS II
 AL0062
 AL0062.The horizontal coordinates were scaled from a map and have
 AL0062.an estimated accuracy of +/- 6 seconds.
 AL0062
 AL0062.The orthometric height was determined by differential leveling and
 AL0062.adjusted by the NATIONAL GEODETIC SURVEY
 AL0062.in June 1991.
 AL0062
 AL0062.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0062.GEOID18 height accuracy estimate available here.
 AL0062
 AL0062.Click photographs - Photos may exist for this station.
 AL0062
 AL0062.The dynamic height is computed by dividing the NAVD 88
 AL0062.geopotential number by the normal gravity value computed on the
 AL0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0062.degrees latitude (g = 980.6199 gals.).
 AL0062
 AL0062.The modeled gravity was interpolated from observed gravity values.
 AL0062
 AL0062;                    North         East    Units  Estimated Accuracy
 AL0062;SPC FL W     -   422,340.      127,340.      MT  (+/- 180 meters Scaled)
 AL0062
 AL0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291143(NAD 83)
 AL0062
 AL0062                          SUPERSEDED SURVEY CONTROL
 AL0062
 AL0062  NGVD 29 (??/??/92)    2.487  (m)            8.16   (f) ADJ UNCH    2 2
 AL0062
 AL0062.Superseded values are not recommended for survey control.
 AL0062
 AL0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0062.See file dsdata.pdf to determine how the superseded data were derived.
 AL0062
 AL0062_MARKER: DD = SURVEY DISK
 AL0062_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0062_SP_SET: CULVERT HEADWALL
 AL0062_STAMPING: 228
 AL0062_MARK LOGO: FLSRD
 AL0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0062+STABILITY: SURFACE MOTION
 AL0062
 AL0062  HISTORY     - Date     Condition        Report By
 AL0062  HISTORY     - UNK      MONUMENTED       FLHD
 AL0062  HISTORY     - 1976     GOOD             FLDT
 AL0062  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0062
 AL0062                          STATION DESCRIPTION
 AL0062
 AL0062'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0062'AT TARPON SPRING.
 AL0062'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0062'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 0.15 MILE.
 AL0062'STATION ON LEFT, 59.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0062'62.0 FT. NW OF POWER POLE, NUMBER 2-23560.  SET IN TOP OF
 AL0062'CONCRETE HEADWALL.  SECTION 8, T27S, R16E.
 AL0062
 AL0062                          STATION RECOVERY (1990)
 AL0062
 AL0062'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0062'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1844 ***********************************************************************
 DM1844  DESIGNATION -  22840 A
 DM1844  PID         -  DM1844
 DM1844  STATE/COUNTY-  FL/PASCO
 DM1844  COUNTRY     -  US
 DM1844  USGS QUAD   -  ODESSA (2018)
 DM1844
 DM1844                         *CURRENT SURVEY CONTROL
 DM1844  ______________________________________________________________________
 DM1844* NAD 83(1986) POSITION- 28 11 12.0    (N) 082 31 55.8    (W)   HD_HELD2
 DM1844* NAVD 88 ORTHO HEIGHT -    16.774 (meters)       55.03  (feet) ADJUSTED
 DM1844  ______________________________________________________________________
 DM1844  GEOID HEIGHT    -        -25.408 (meters)                     GEOID18
 DM1844  DYNAMIC HEIGHT  -         16.750 (meters)       54.95  (feet) COMP
 DM1844  MODELED GRAVITY -    979,202.3   (mgal)                       NAVD 88
 DM1844
 DM1844  VERT ORDER      -  FIRST     CLASS II
 DM1844
 DM1844.The horizontal coordinates were established by autonomous hand held GPS
 DM1844.observations and have an estimated accuracy of +/- 10 meters.
 DM1844
 DM1844.The orthometric height was determined by differential leveling and
 DM1844.adjusted by the NATIONAL GEODETIC SURVEY
 DM1844.in August 2010.
 DM1844
 DM1844.No vertical observational check was made to the station.
 DM1844
 DM1844.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1844.GEOID18 height accuracy estimate available here.
 DM1844
 DM1844.Click photographs - Photos may exist for this station.
 DM1844
 DM1844.The dynamic height is computed by dividing the NAVD 88
 DM1844.geopotential number by the normal gravity value computed on the
 DM1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1844.degrees latitude (g = 980.6199 gals.).
 DM1844
 DM1844.The modeled gravity was interpolated from observed gravity values.
 DM1844
 DM1844;                    North         East    Units  Estimated Accuracy
 DM1844;SPC FL W     -   427,009.      147,748.      MT  (+/- 10 meters HH2 GPS)
 DM1844
 DM1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4960318830(NAD 83)
 DM1844
 DM1844                          SUPERSEDED SURVEY CONTROL
 DM1844
 DM1844.No superseded survey control is available for this station.
 DM1844
 DM1844_MARKER: DD = SURVEY DISK
 DM1844_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1844_STAMPING: 22840 A 2010
 DM1844_MARK LOGO: SWFWMD
 DM1844_PROJECTION: FLUSH
 DM1844_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1844+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2010
 DM1844_ROD/PIPE-DEPTH: 9.5 meters
 DM1844
 DM1844  HISTORY     - Date     Condition        Report By
 DM1844  HISTORY     - 20100402 MONUMENTED       FLDEP
 DM1844
 DM1844                          STATION DESCRIPTION
 DM1844
 DM1844'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1844'THE MARK IS ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF EHREN, 5.0 MI (8.0 KM)
 DM1844'WEST-NORTHWEST OF LUTZ, 3.7 MI (6.0 KM) EAST OF ODESSA, IN SECTION 29,
 DM1844'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1844'
 DM1844'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1844'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 4.25 MI (6.8 KM)
 DM1844'TO THE JUNCTION OF MEADOWBROOK DRIVE ON THE LEFT.  TURN LEFT ON
 DM1844'MEADOWBROOK DRIVE AND GO SOUTH FOR 0.5 MI (0.8 KM) TO A WELL SITE ON
 DM1844'THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DM1844'AT A DEPTH OF 31.2 FT (9.5 M) WITH AN ALUMINUM DISK INCASED IN A
 DM1844'5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH
 DM1844'MEADOWBROOK DRIVE.
 DM1844'
 DM1844'LOCATED 101.3 FT (30.9 M) SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE
 DM1844'OF A DRIVEWAY AT 2012 MEADOWBROOK DRIVE, 37.3 FT (11.4 M) WEST OF THE
 DM1844'APPROXIMATE CENTERLINE OF MEADOWBROOK DRIVE, 12.4 FT (3.8 M) NORTH OF
 DM1844'SURVEY MARK 22840 B, 14.1 FT (4.3 M) NORTH OF A WOODEN RAIL FENCE AND
 DM1844'2.3 FT (0.7 M) EAST OF A CARSONITE WITNESS POST.
 DM1844'
 DM1844'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1844'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1843 ***********************************************************************
 DM1843  DESIGNATION -  22840 B
 DM1843  PID         -  DM1843
 DM1843  STATE/COUNTY-  FL/PASCO
 DM1843  COUNTRY     -  US
 DM1843  USGS QUAD   -  ODESSA (2018)
 DM1843
 DM1843                         *CURRENT SURVEY CONTROL
 DM1843  ______________________________________________________________________
 DM1843* NAD 83(1986) POSITION- 28 11 11.8    (N) 082 31 56.1    (W)   HD_HELD2
 DM1843* NAVD 88 ORTHO HEIGHT -    16.782 (meters)       55.06  (feet) ADJUSTED
 DM1843  ______________________________________________________________________
 DM1843  GEOID HEIGHT    -        -25.408 (meters)                     GEOID18
 DM1843  DYNAMIC HEIGHT  -         16.758 (meters)       54.98  (feet) COMP
 DM1843  MODELED GRAVITY -    979,202.3   (mgal)                       NAVD 88
 DM1843
 DM1843  VERT ORDER      -  FIRST     CLASS II
 DM1843
 DM1843.The horizontal coordinates were established by autonomous hand held GPS
 DM1843.observations and have an estimated accuracy of +/- 10 meters.
 DM1843
 DM1843.The orthometric height was determined by differential leveling and
 DM1843.adjusted by the NATIONAL GEODETIC SURVEY
 DM1843.in August 2010.
 DM1843
 DM1843.No vertical observational check was made to the station.
 DM1843
 DM1843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1843.GEOID18 height accuracy estimate available here.
 DM1843
 DM1843.Click photographs - Photos may exist for this station.
 DM1843
 DM1843.The dynamic height is computed by dividing the NAVD 88
 DM1843.geopotential number by the normal gravity value computed on the
 DM1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1843.degrees latitude (g = 980.6199 gals.).
 DM1843
 DM1843.The modeled gravity was interpolated from observed gravity values.
 DM1843
 DM1843;                    North         East    Units  Estimated Accuracy
 DM1843;SPC FL W     -   427,003.      147,740.      MT  (+/- 10 meters HH2 GPS)
 DM1843
 DM1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4959518824(NAD 83)
 DM1843
 DM1843                          SUPERSEDED SURVEY CONTROL
 DM1843
 DM1843.No superseded survey control is available for this station.
 DM1843
 DM1843_MARKER: DD = SURVEY DISK
 DM1843_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1843_STAMPING: 22840 B 2010
 DM1843_MARK LOGO: SWFWMD
 DM1843_PROJECTION: FLUSH
 DM1843_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1843+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2010
 DM1843_ROD/PIPE-DEPTH: 8.9 meters
 DM1843
 DM1843  HISTORY     - Date     Condition        Report By
 DM1843  HISTORY     - 20100402 MONUMENTED       FLDEP
 DM1843
 DM1843                          STATION DESCRIPTION
 DM1843
 DM1843'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1843'THE MARK IS ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF EHREN, 5.0 MI (8.0 KM)
 DM1843'WEST-NORTHWEST OF LUTZ, 3.7 MI (6.0 KM) EAST OF ODESSA, IN SECTION 29,
 DM1843'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1843'
 DM1843'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1843'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 4.25 MI (6.8 KM)
 DM1843'TO THE JUNCTION OF MEADOWBROOK DRIVE ON THE LEFT.  TURN LEFT ON
 DM1843'MEADOWBROOK DRIVE AND GO SOUTH FOR 0.5 MI (0.8 KM) TO A WELL SITE ON
 DM1843'THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DM1843'AT A DEPTH OF 29.3 FT (8.9 M) WITH AN ALUMINUM DISK INCASED IN A
 DM1843'5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH
 DM1843'MEADOWBROOK DRIVE.
 DM1843'
 DM1843'LOCATED 113.3 FT (34.5 M) SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE
 DM1843'OF A DRIVEWAY AT 2012 MEADOWBROOK DRIVE, 37.0 FT (11.3 M) WEST OF THE
 DM1843'APPROXIMATE CENTERLINE OF MEADOWBROOK DRIVE, 12.4 FT (3.8 M) SOUTH OF
 DM1843'SURVEY MARK 22840 A, 1.3 FT (0.4 M) NORTH OF A WOODEN RAIL FENCE AND
 DM1843'1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
 DM1843'
 DM1843'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1843'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1901 ***********************************************************************
 DM1901  DESIGNATION -  22841 A
 DM1901  PID         -  DM1901
 DM1901  STATE/COUNTY-  FL/PASCO
 DM1901  COUNTRY     -  US
 DM1901  USGS QUAD   -  ODESSA (2018)
 DM1901
 DM1901                         *CURRENT SURVEY CONTROL
 DM1901  ______________________________________________________________________
 DM1901* NAD 83(1986) POSITION- 28 11 07.2    (N) 082 31 18.1    (W)   HD_HELD2
 DM1901* NAVD 88 ORTHO HEIGHT -    18.493 (meters)       60.67  (feet) ADJUSTED
 DM1901  ______________________________________________________________________
 DM1901  GEOID HEIGHT    -        -25.417 (meters)                     GEOID18
 DM1901  DYNAMIC HEIGHT  -         18.466 (meters)       60.58  (feet) COMP
 DM1901  MODELED GRAVITY -    979,202.0   (mgal)                       NAVD 88
 DM1901
 DM1901  VERT ORDER      -  FIRST     CLASS II
 DM1901
 DM1901.The horizontal coordinates were established by autonomous hand held GPS
 DM1901.observations and have an estimated accuracy of +/- 10 meters.
 DM1901
 DM1901.The orthometric height was determined by differential leveling and
 DM1901.adjusted by the NATIONAL GEODETIC SURVEY
 DM1901.in August 2010.
 DM1901
 DM1901.No vertical observational check was made to the station.
 DM1901
 DM1901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1901.GEOID18 height accuracy estimate available here.
 DM1901
 DM1901.Click photographs - Photos may exist for this station.
 DM1901
 DM1901.The dynamic height is computed by dividing the NAVD 88
 DM1901.geopotential number by the normal gravity value computed on the
 DM1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1901.degrees latitude (g = 980.6199 gals.).
 DM1901
 DM1901.The modeled gravity was interpolated from observed gravity values.
 DM1901
 DM1901;                    North         East    Units  Estimated Accuracy
 DM1901;SPC FL W     -   426,857.      148,776.      MT  (+/- 10 meters HH2 GPS)
 DM1901
 DM1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5063018669(NAD 83)
 DM1901
 DM1901                          SUPERSEDED SURVEY CONTROL
 DM1901
 DM1901.No superseded survey control is available for this station.
 DM1901
 DM1901_MARKER: DD = SURVEY DISK
 DM1901_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1901_STAMPING: 22841 A 2010
 DM1901_MARK LOGO: SWFWMD
 DM1901_PROJECTION: FLUSH
 DM1901_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1901+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2010
 DM1901_ROD/PIPE-DEPTH: 7.7 meters
 DM1901
 DM1901  HISTORY     - Date     Condition        Report By
 DM1901  HISTORY     - 20100404 MONUMENTED       FLDEP
 DM1901
 DM1901                          STATION DESCRIPTION
 DM1901
 DM1901'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1901'THE MARK IS ABOUT 7.1 MI (11.4 KM) SOUTHWEST OF EHREN, 4.4 MI (7.1 KM)
 DM1901'WEST-NORTHWEST OF LUTZ, 4.3 MI (6.9 KM) EAST OF ODESSA, IN SECTION 32,
 DM1901'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1901'
 DM1901'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1901'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1901'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1901'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1901'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1901'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1901'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.35 MI (0.6 KM)
 DM1901'TO THE JUNCTION OF A PAVED ROAD ON THE RIGHT.  TURN RIGHT ON THE PAVED
 DM1901'ROAD AND GO WEST FOR 0.35 MI (0.6 KM) TO A WELL SITE ON THE RIGHT AND
 DM1901'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DM1901'25.2 FT (7.7 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC
 DM1901'PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE PAVED ROAD.
 DM1901'
 DM1901'LOCATED 66.1 FT (20.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DM1901'PAVED ROAD, 55.0 FT (16.8 M) EAST-SOUTHEAST OF THE NORTHEAST CHAIN
 DM1901'LINK FENCE CORNER POST, 33.5 FT (10.2 M) NORTH-NORTHEAST OF A GREEN
 DM1901'WATER MAIN PIPE AND 1.9 FT (0.6 M) WEST OF A CARSONITE WITNESS POST.
 DM1901'
 DM1901'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1901'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1902 ***********************************************************************
 DM1902  DESIGNATION -  22841 B
 DM1902  PID         -  DM1902
 DM1902  STATE/COUNTY-  FL/PASCO
 DM1902  COUNTRY     -  US
 DM1902  USGS QUAD   -  ODESSA (2018)
 DM1902
 DM1902                         *CURRENT SURVEY CONTROL
 DM1902  ______________________________________________________________________
 DM1902* NAD 83(1986) POSITION- 28 11 07.0    (N) 082 31 19.8    (W)   HD_HELD2
 DM1902* NAVD 88 ORTHO HEIGHT -    18.434 (meters)       60.48  (feet) ADJUSTED
 DM1902  ______________________________________________________________________
 DM1902  GEOID HEIGHT    -        -25.416 (meters)                     GEOID18
 DM1902  DYNAMIC HEIGHT  -         18.408 (meters)       60.39  (feet) COMP
 DM1902  MODELED GRAVITY -    979,202.0   (mgal)                       NAVD 88
 DM1902
 DM1902  VERT ORDER      -  FIRST     CLASS II
 DM1902
 DM1902.The horizontal coordinates were established by autonomous hand held GPS
 DM1902.observations and have an estimated accuracy of +/- 10 meters.
 DM1902
 DM1902.The orthometric height was determined by differential leveling and
 DM1902.adjusted by the NATIONAL GEODETIC SURVEY
 DM1902.in August 2010.
 DM1902
 DM1902.No vertical observational check was made to the station.
 DM1902
 DM1902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1902.GEOID18 height accuracy estimate available here.
 DM1902
 DM1902.Click photographs - Photos may exist for this station.
 DM1902
 DM1902.The dynamic height is computed by dividing the NAVD 88
 DM1902.geopotential number by the normal gravity value computed on the
 DM1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1902.degrees latitude (g = 980.6199 gals.).
 DM1902
 DM1902.The modeled gravity was interpolated from observed gravity values.
 DM1902
 DM1902;                    North         East    Units  Estimated Accuracy
 DM1902;SPC FL W     -   426,851.      148,729.      MT  (+/- 10 meters HH2 GPS)
 DM1902
 DM1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5058318664(NAD 83)
 DM1902
 DM1902                          SUPERSEDED SURVEY CONTROL
 DM1902
 DM1902.No superseded survey control is available for this station.
 DM1902
 DM1902_MARKER: DD = SURVEY DISK
 DM1902_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1902_STAMPING: 22841 B 2010
 DM1902_MARK LOGO: SWFWMD
 DM1902_PROJECTION: FLUSH
 DM1902_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1902+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2010
 DM1902_ROD/PIPE-DEPTH: 7.3 meters
 DM1902
 DM1902  HISTORY     - Date     Condition        Report By
 DM1902  HISTORY     - 20100404 MONUMENTED       FLDEP
 DM1902
 DM1902                          STATION DESCRIPTION
 DM1902
 DM1902'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1902'THE MARK IS ABOUT 7.1 MI (11.4 KM) SOUTHWEST OF EHREN, 4.4 MI (7.1 KM)
 DM1902'WEST-NORTHWEST OF LUTZ, 4.3 MI (6.9 KM) EAST OF ODESSA, IN SECTION 32,
 DM1902'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1902'
 DM1902'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1902'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1902'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1902'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1902'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1902'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1902'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.35 MI (0.6 KM)
 DM1902'TO THE JUNCTION OF A PAVED ROAD ON THE RIGHT.  TURN RIGHT ON THE PAVED
 DM1902'ROAD AND GO WEST FOR 0.35 MI (0.6 KM) TO A WELL SITE ON THE RIGHT AND
 DM1902'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DM1902'23.9 FT (7.3 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC
 DM1902'PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE PAVED ROAD.
 DM1902'
 DM1902'LOCATED 70.1 FT (21.4 M) NORTH OF A WOODEN POWER POLE WITH 4 GUY WIRES
 DM1902'ATTACHED, 43.5 FT (13.3 M) SOUTH OF A WOODEN POWER POLE WITH 1
 DM1902'TRANSFORMER ATTACHED, 43.0 FT (13.1 M) NORTH OF THE APPROXIMATE
 DM1902'CENTERLINE OF A DIRT ROAD (EXTENSION OF THE PAVED ROAD), 28.2 FT (8.6
 DM1902'M) WEST-SOUTHWEST OF THE SOUTHWEST CHAIN LINK FENCE CORNER POST AND
 DM1902'1.6 FT (0.5 M) EAST OF A CARSONITE WITNESS POST.
 DM1902'
 DM1902'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1902'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1903 ***********************************************************************
 DM1903  DESIGNATION -  22843 A
 DM1903  PID         -  DM1903
 DM1903  STATE/COUNTY-  FL/PASCO
 DM1903  COUNTRY     -  US
 DM1903  USGS QUAD   -  ODESSA (2018)
 DM1903
 DM1903                         *CURRENT SURVEY CONTROL
 DM1903  ______________________________________________________________________
 DM1903* NAD 83(1986) POSITION- 28 11 09.2    (N) 082 31 21.5    (W)   HD_HELD2
 DM1903* NAVD 88 ORTHO HEIGHT -    18.308 (meters)       60.07  (feet) ADJUSTED
 DM1903  ______________________________________________________________________
 DM1903  GEOID HEIGHT    -        -25.417 (meters)                     GEOID18
 DM1903  DYNAMIC HEIGHT  -         18.281 (meters)       59.98  (feet) COMP
 DM1903  MODELED GRAVITY -    979,202.1   (mgal)                       NAVD 88
 DM1903
 DM1903  VERT ORDER      -  FIRST     CLASS II
 DM1903
 DM1903.The horizontal coordinates were established by autonomous hand held GPS
 DM1903.observations and have an estimated accuracy of +/- 10 meters.
 DM1903
 DM1903.The orthometric height was determined by differential leveling and
 DM1903.adjusted by the NATIONAL GEODETIC SURVEY
 DM1903.in August 2010.
 DM1903
 DM1903.No vertical observational check was made to the station.
 DM1903
 DM1903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1903.GEOID18 height accuracy estimate available here.
 DM1903
 DM1903.Click photographs - Photos may exist for this station.
 DM1903
 DM1903.The dynamic height is computed by dividing the NAVD 88
 DM1903.geopotential number by the normal gravity value computed on the
 DM1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1903.degrees latitude (g = 980.6199 gals.).
 DM1903
 DM1903.The modeled gravity was interpolated from observed gravity values.
 DM1903
 DM1903;                    North         East    Units  Estimated Accuracy
 DM1903;SPC FL W     -   426,919.      148,683.      MT  (+/- 10 meters HH2 GPS)
 DM1903
 DM1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5053818732(NAD 83)
 DM1903
 DM1903                          SUPERSEDED SURVEY CONTROL
 DM1903
 DM1903.No superseded survey control is available for this station.
 DM1903
 DM1903_MARKER: DD = SURVEY DISK
 DM1903_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1903_STAMPING: 22843 A 2010
 DM1903_MARK LOGO: SWFWMD
 DM1903_PROJECTION: FLUSH
 DM1903_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1903+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2010
 DM1903_ROD/PIPE-DEPTH: 8.9 meters
 DM1903
 DM1903  HISTORY     - Date     Condition        Report By
 DM1903  HISTORY     - 20100416 MONUMENTED       FLDEP
 DM1903
 DM1903                          STATION DESCRIPTION
 DM1903
 DM1903'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1903'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF EHREN, 4.4 MI (7.1 KM)
 DM1903'WEST-NORTHWEST OF LUTZ, 4.3 MI (6.9 KM) EAST OF ODESSA, IN SECTION 32,
 DM1903'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1903'
 DM1903'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1903'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1903'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1903'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1903'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1903'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1903'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.35 MI (0.6 KM)
 DM1903'TO THE JUNCTION OF A PAVED ROAD ON THE RIGHT.  TURN RIGHT ON THE PAVED
 DM1903'ROAD AND GO WEST FOR 0.35 MI (0.6 KM) TO A WELL SITE ON THE RIGHT.
 DM1903'CONTINUE WEST AND NORTH ON A DIRT ROAD FOR 0.1 MI (0.2 KM) TO A BRUSHY
 DM1903'CUL DE SAC, A WELL SITE AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DM1903'DRIVEN TO REFUSAL AT A DEPTH OF 29.3 FT (8.9 M) WITH AN ALUMINUM DISK
 DM1903'INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL
 DM1903'WITH THE PAVED ROAD.
 DM1903'
 DM1903'LOCATED 48.4 FT (14.8 M) EAST-SOUTHEAST OF SURVEY MARK 22843 B, 25.8
 DM1903'FT (7.9 M) SOUTHEAST OF WELL HEAD 22843 AND 2.2 FT (0.7 M) WEST OF A
 DM1903'CARSONITE WITNESS POST.
 DM1903'
 DM1903'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1903'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1904 ***********************************************************************
 DM1904  DESIGNATION -  22843 B
 DM1904  PID         -  DM1904
 DM1904  STATE/COUNTY-  FL/PASCO
 DM1904  COUNTRY     -  US
 DM1904  USGS QUAD   -  ODESSA (2018)
 DM1904
 DM1904                         *CURRENT SURVEY CONTROL
 DM1904  ______________________________________________________________________
 DM1904* NAD 83(1986) POSITION- 28 11 09.2    (N) 082 31 22.1    (W)   HD_HELD2
 DM1904* NAVD 88 ORTHO HEIGHT -    18.393 (meters)       60.34  (feet) ADJUSTED
 DM1904  ______________________________________________________________________
 DM1904  GEOID HEIGHT    -        -25.417 (meters)                     GEOID18
 DM1904  DYNAMIC HEIGHT  -         18.366 (meters)       60.26  (feet) COMP
 DM1904  MODELED GRAVITY -    979,202.1   (mgal)                       NAVD 88
 DM1904
 DM1904  VERT ORDER      -  FIRST     CLASS II
 DM1904
 DM1904.The horizontal coordinates were established by autonomous hand held GPS
 DM1904.observations and have an estimated accuracy of +/- 10 meters.
 DM1904
 DM1904.The orthometric height was determined by differential leveling and
 DM1904.adjusted by the NATIONAL GEODETIC SURVEY
 DM1904.in August 2010.
 DM1904
 DM1904.No vertical observational check was made to the station.
 DM1904
 DM1904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1904.GEOID18 height accuracy estimate available here.
 DM1904
 DM1904.Click photographs - Photos may exist for this station.
 DM1904
 DM1904.The dynamic height is computed by dividing the NAVD 88
 DM1904.geopotential number by the normal gravity value computed on the
 DM1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1904.degrees latitude (g = 980.6199 gals.).
 DM1904
 DM1904.The modeled gravity was interpolated from observed gravity values.
 DM1904
 DM1904;                    North         East    Units  Estimated Accuracy
 DM1904;SPC FL W     -   426,919.      148,667.      MT  (+/- 10 meters HH2 GPS)
 DM1904
 DM1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5052118732(NAD 83)
 DM1904
 DM1904                          SUPERSEDED SURVEY CONTROL
 DM1904
 DM1904.No superseded survey control is available for this station.
 DM1904
 DM1904_MARKER: DD = SURVEY DISK
 DM1904_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1904_STAMPING: 22843 B 2010
 DM1904_MARK LOGO: SWFWMD
 DM1904_PROJECTION: FLUSH
 DM1904_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1904+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2010
 DM1904_ROD/PIPE-DEPTH: 8.7 meters
 DM1904
 DM1904  HISTORY     - Date     Condition        Report By
 DM1904  HISTORY     - 20100416 MONUMENTED       FLDEP
 DM1904
 DM1904                          STATION DESCRIPTION
 DM1904
 DM1904'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1904'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTHWEST OF EHREN, 4.4 MI (7.1 KM)
 DM1904'WEST-NORTHWEST OF LUTZ, 4.3 MI (6.9 KM) EAST OF ODESSA, IN SECTION 32,
 DM1904'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1904'
 DM1904'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1904'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1904'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1904'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1904'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1904'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1904'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.35 MI (0.6 KM)
 DM1904'TO THE JUNCTION OF A PAVED ROAD ON THE RIGHT.  TURN RIGHT ON THE PAVED
 DM1904'ROAD AND GO WEST FOR 0.35 MI (0.6 KM) TO A WELL SITE ON THE RIGHT.
 DM1904'CONTINUE WEST AND NORTH ON A DIRT ROAD FOR 0.1 MI (0.2 KM) TO A BRUSHY
 DM1904'CUL DE SAC, A WELL SITE AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DM1904'DRIVEN TO REFUSAL AT A DEPTH OF 28.7 FT (8.7 M) WITH AN ALUMINUM DISK
 DM1904'INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL
 DM1904'WITH THE PAVED ROAD.
 DM1904'
 DM1904'LOCATED 48.4 FT (14.8 M) WEST-NORTHWEST OF SURVEY MARK 22843 A, 23.0
 DM1904'FT (7.0 M) WEST OF WELL HEAD 22843 AND 1.5 FT (0.5 M) SOUTHEAST OF A
 DM1904'CARSONITE WITNESS POST.
 DM1904'
 DM1904'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1904'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1849 ***********************************************************************
 DM1849  DESIGNATION -  22844 A
 DM1849  PID         -  DM1849
 DM1849  STATE/COUNTY-  FL/PASCO
 DM1849  COUNTRY     -  US
 DM1849  USGS QUAD   -  ODESSA (2018)
 DM1849
 DM1849                         *CURRENT SURVEY CONTROL
 DM1849  ______________________________________________________________________
 DM1849* NAD 83(1986) POSITION- 28 11 41.7    (N) 082 31 25.6    (W)   HD_HELD2
 DM1849* NAVD 88 ORTHO HEIGHT -    17.575 (meters)       57.66  (feet) ADJUSTED
 DM1849  ______________________________________________________________________
 DM1849  GEOID HEIGHT    -        -25.441 (meters)                     GEOID18
 DM1849  DYNAMIC HEIGHT  -         17.550 (meters)       57.58  (feet) COMP
 DM1849  MODELED GRAVITY -    979,202.4   (mgal)                       NAVD 88
 DM1849
 DM1849  VERT ORDER      -  FIRST     CLASS II
 DM1849
 DM1849.The horizontal coordinates were established by autonomous hand held GPS
 DM1849.observations and have an estimated accuracy of +/- 10 meters.
 DM1849
 DM1849.The orthometric height was determined by differential leveling and
 DM1849.adjusted by the NATIONAL GEODETIC SURVEY
 DM1849.in August 2010.
 DM1849
 DM1849.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1849.GEOID18 height accuracy estimate available here.
 DM1849
 DM1849.Click photographs - Photos may exist for this station.
 DM1849
 DM1849.The dynamic height is computed by dividing the NAVD 88
 DM1849.geopotential number by the normal gravity value computed on the
 DM1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1849.degrees latitude (g = 980.6199 gals.).
 DM1849
 DM1849.The modeled gravity was interpolated from observed gravity values.
 DM1849
 DM1849;                    North         East    Units  Estimated Accuracy
 DM1849;SPC FL W     -   427,920.      148,576.      MT  (+/- 10 meters HH2 GPS)
 DM1849
 DM1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5043819734(NAD 83)
 DM1849
 DM1849                          SUPERSEDED SURVEY CONTROL
 DM1849
 DM1849.No superseded survey control is available for this station.
 DM1849
 DM1849_MARKER: DD = SURVEY DISK
 DM1849_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1849_STAMPING: 22844 A 2010
 DM1849_MARK LOGO: SWFWMD
 DM1849_PROJECTION: FLUSH
 DM1849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1849+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 DM1849_ROD/PIPE-DEPTH: 11.9 meters
 DM1849
 DM1849  HISTORY     - Date     Condition        Report By
 DM1849  HISTORY     - 20100415 MONUMENTED       FLDEP
 DM1849
 DM1849                          STATION DESCRIPTION
 DM1849
 DM1849'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1849'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF EHREN, 4.9 MI (7.9 KM)
 DM1849'NORTHWEST OF LUTZ, 4.1 MI (6.6 KM) EAST OF ODESSA, IN SECTION 29,
 DM1849'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1849'
 DM1849'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1849'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.8 MI (6.1 KM)
 DM1849'TO A CYPRESS DOME AND WELL SITE ON THE RIGHT AND THE MARK ON THE
 DM1849'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 38.9 FT (11.9
 DM1849'M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH
 DM1849'WITH THE GROUND AND ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL OF STATE ROAD
 DM1849'54.
 DM1849'
 DM1849'LOCATED 78.8 FT (24.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DM1849'ROAD 54 WESTBOUND LANES, 33.5 FT (10.2 M) EAST OF SURVEY MARK 22844 B,
 DM1849'21.0 FT (6.4 M) WEST OF A WOODEN POWER POLE, 1.7 FT (0.5 M) SOUTH OF A
 DM1849'BARB WIRE FENCE AND 1.4 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DM1849'
 DM1849'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1849'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1848 ***********************************************************************
 DM1848  DESIGNATION -  22844 B
 DM1848  PID         -  DM1848
 DM1848  STATE/COUNTY-  FL/PASCO
 DM1848  COUNTRY     -  US
 DM1848  USGS QUAD   -  ODESSA (2018)
 DM1848
 DM1848                         *CURRENT SURVEY CONTROL
 DM1848  ______________________________________________________________________
 DM1848* NAD 83(1986) POSITION- 28 11 41.3    (N) 082 31 26.3    (W)   HD_HELD2
 DM1848* NAVD 88 ORTHO HEIGHT -    17.661 (meters)       57.94  (feet) ADJUSTED
 DM1848  ______________________________________________________________________
 DM1848  GEOID HEIGHT    -        -25.440 (meters)                     GEOID18
 DM1848  DYNAMIC HEIGHT  -         17.635 (meters)       57.86  (feet) COMP
 DM1848  MODELED GRAVITY -    979,202.4   (mgal)                       NAVD 88
 DM1848
 DM1848  VERT ORDER      -  FIRST     CLASS II
 DM1848
 DM1848.The horizontal coordinates were established by autonomous hand held GPS
 DM1848.observations and have an estimated accuracy of +/- 10 meters.
 DM1848
 DM1848.The orthometric height was determined by differential leveling and
 DM1848.adjusted by the NATIONAL GEODETIC SURVEY
 DM1848.in August 2010.
 DM1848
 DM1848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1848.GEOID18 height accuracy estimate available here.
 DM1848
 DM1848.Click photographs - Photos may exist for this station.
 DM1848
 DM1848.The dynamic height is computed by dividing the NAVD 88
 DM1848.geopotential number by the normal gravity value computed on the
 DM1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1848.degrees latitude (g = 980.6199 gals.).
 DM1848
 DM1848.The modeled gravity was interpolated from observed gravity values.
 DM1848
 DM1848;                    North         East    Units  Estimated Accuracy
 DM1848;SPC FL W     -   427,907.      148,557.      MT  (+/- 10 meters HH2 GPS)
 DM1848
 DM1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5041919722(NAD 83)
 DM1848
 DM1848                          SUPERSEDED SURVEY CONTROL
 DM1848
 DM1848.No superseded survey control is available for this station.
 DM1848
 DM1848_MARKER: DD = SURVEY DISK
 DM1848_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1848_STAMPING: 22844 B 2010
 DM1848_MARK LOGO: SWFWMD
 DM1848_PROJECTION: FLUSH
 DM1848_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1848+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 DM1848_ROD/PIPE-DEPTH: 10.4 meters
 DM1848
 DM1848  HISTORY     - Date     Condition        Report By
 DM1848  HISTORY     - 20100415 MONUMENTED       FLDEP
 DM1848
 DM1848                          STATION DESCRIPTION
 DM1848
 DM1848'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1848'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF EHREN, 4.9 MI (7.9 KM)
 DM1848'NORTHWEST OF LUTZ, 4.1 MI (6.6 KM) EAST OF ODESSA, IN SECTION 29,
 DM1848'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1848'
 DM1848'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1848'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.8 MI (6.1 KM)
 DM1848'TO A CYPRESS DOME AND WELL SITE ON THE RIGHT AND THE MARK ON THE
 DM1848'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 34.2 FT (10.4
 DM1848'M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH
 DM1848'WITH THE GROUND AND ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL OF STATE ROAD
 DM1848'54.
 DM1848'
 DM1848'LOCATED 85.1 FT (25.9 M) EAST OF A POWER POLE NUMBER 6325187, 78.1 FT
 DM1848'(23.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 54
 DM1848'WESTBOUND LANES, 33.5 FT (10.2 M) WEST OF SURVEY MARK 22844 A, 1.6 FT
 DM1848'(0.5 M) SOUTH OF A BARB WIRE FENCE AND 1.5 FT (0.5 M) SOUTH OF A
 DM1848'CARSONITE WITNESS POST.
 DM1848'
 DM1848'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1848'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1851 ***********************************************************************
 DM1851  DESIGNATION -  22845 A
 DM1851  PID         -  DM1851
 DM1851  STATE/COUNTY-  FL/PASCO
 DM1851  COUNTRY     -  US
 DM1851  USGS QUAD   -  ODESSA (2018)
 DM1851
 DM1851                         *CURRENT SURVEY CONTROL
 DM1851  ______________________________________________________________________
 DM1851* NAD 83(1986) POSITION- 28 11 43.9    (N) 082 30 48.3    (W)   HD_HELD2
 DM1851* NAVD 88 ORTHO HEIGHT -    17.893 (meters)       58.70  (feet) ADJUSTED
 DM1851  ______________________________________________________________________
 DM1851  GEOID HEIGHT    -        -25.455 (meters)                     GEOID18
 DM1851  DYNAMIC HEIGHT  -         17.868 (meters)       58.62  (feet) COMP
 DM1851  MODELED GRAVITY -    979,202.0   (mgal)                       NAVD 88
 DM1851
 DM1851  VERT ORDER      -  FIRST     CLASS II
 DM1851
 DM1851.The horizontal coordinates were established by autonomous hand held GPS
 DM1851.observations and have an estimated accuracy of +/- 10 meters.
 DM1851
 DM1851.The orthometric height was determined by differential leveling and
 DM1851.adjusted by the NATIONAL GEODETIC SURVEY
 DM1851.in August 2010.
 DM1851
 DM1851.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1851.GEOID18 height accuracy estimate available here.
 DM1851
 DM1851.Click photographs - Photos may exist for this station.
 DM1851
 DM1851.The dynamic height is computed by dividing the NAVD 88
 DM1851.geopotential number by the normal gravity value computed on the
 DM1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1851.degrees latitude (g = 980.6199 gals.).
 DM1851
 DM1851.The modeled gravity was interpolated from observed gravity values.
 DM1851
 DM1851;                    North         East    Units  Estimated Accuracy
 DM1851;SPC FL W     -   427,983.      149,593.      MT  (+/- 10 meters HH2 GPS)
 DM1851
 DM1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5145619789(NAD 83)
 DM1851
 DM1851                          SUPERSEDED SURVEY CONTROL
 DM1851
 DM1851.No superseded survey control is available for this station.
 DM1851
 DM1851_MARKER: DD = SURVEY DISK
 DM1851_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1851_STAMPING: 22845 A 2010
 DM1851_MARK LOGO: SWFWMD
 DM1851_PROJECTION: FLUSH
 DM1851_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1851+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2010
 DM1851_ROD/PIPE-DEPTH: 10.5 meters
 DM1851
 DM1851  HISTORY     - Date     Condition        Report By
 DM1851  HISTORY     - 20100402 MONUMENTED       FLDEP
 DM1851
 DM1851                          STATION DESCRIPTION
 DM1851
 DM1851'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1851'THE MARK IS ABOUT 6.3 MI (10.1 KM) SOUTHWEST OF EHREN, 4.8 MI (7.7 KM)
 DM1851'EAST OF ODESSA, 4.4 MI (7.1 KM) NORTHWEST OF LUTZ, IN SECTION 28,
 DM1851'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1851'
 DM1851'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1851'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.15 MI (5.1 KM)
 DM1851'TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DM1851'DRIVEN TO REFUSAL AT A DEPTH OF 34.4 FT (10.5 M) WITH AN ALUMINUM DISK
 DM1851'INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT
 DM1851'9.0 FT (2.7 M) BELOW THE LEVEL OF STATE ROAD 54.
 DM1851'
 DM1851'LOCATED 88.1 FT (26.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DM1851'ROAD 54 WESTBOUND LANES, 53.3 FT (16.2 M) EAST OF SURVEY MARK 22845 B,
 DM1851'15.1 FT (4.6 M) EAST OF A POWER POLE NUMBER 7338647, 2.1 FT (0.6 M)
 DM1851'SOUTH OF A BARB WIRE FENCE AND 1.2 FT (0.4 M) SOUTH OF A CARSONITE
 DM1851'WITNESS POST.
 DM1851'
 DM1851'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1851'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1850 ***********************************************************************
 DM1850  DESIGNATION -  22845 B
 DM1850  PID         -  DM1850
 DM1850  STATE/COUNTY-  FL/PASCO
 DM1850  COUNTRY     -  US
 DM1850  USGS QUAD   -  ODESSA (2018)
 DM1850
 DM1850                         *CURRENT SURVEY CONTROL
 DM1850  ______________________________________________________________________
 DM1850* NAD 83(1986) POSITION- 28 11 44.1    (N) 082 30 48.7    (W)   HD_HELD2
 DM1850* NAVD 88 ORTHO HEIGHT -    17.888 (meters)       58.69  (feet) ADJUSTED
 DM1850  ______________________________________________________________________
 DM1850  GEOID HEIGHT    -        -25.455 (meters)                     GEOID18
 DM1850  DYNAMIC HEIGHT  -         17.862 (meters)       58.60  (feet) COMP
 DM1850  MODELED GRAVITY -    979,202.0   (mgal)                       NAVD 88
 DM1850
 DM1850  VERT ORDER      -  FIRST     CLASS II
 DM1850
 DM1850.The horizontal coordinates were established by autonomous hand held GPS
 DM1850.observations and have an estimated accuracy of +/- 10 meters.
 DM1850
 DM1850.The orthometric height was determined by differential leveling and
 DM1850.adjusted by the NATIONAL GEODETIC SURVEY
 DM1850.in August 2010.
 DM1850
 DM1850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1850.GEOID18 height accuracy estimate available here.
 DM1850
 DM1850.Click photographs - Photos may exist for this station.
 DM1850
 DM1850.The dynamic height is computed by dividing the NAVD 88
 DM1850.geopotential number by the normal gravity value computed on the
 DM1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1850.degrees latitude (g = 980.6199 gals.).
 DM1850
 DM1850.The modeled gravity was interpolated from observed gravity values.
 DM1850
 DM1850;                    North         East    Units  Estimated Accuracy
 DM1850;SPC FL W     -   427,989.      149,583.      MT  (+/- 10 meters HH2 GPS)
 DM1850
 DM1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5144619795(NAD 83)
 DM1850
 DM1850                          SUPERSEDED SURVEY CONTROL
 DM1850
 DM1850.No superseded survey control is available for this station.
 DM1850
 DM1850_MARKER: DD = SURVEY DISK
 DM1850_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1850_STAMPING: 22845 B 2010
 DM1850_MARK LOGO: SWFWMD
 DM1850_PROJECTION: FLUSH
 DM1850_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1850+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2010
 DM1850_ROD/PIPE-DEPTH: 13.4 meters
 DM1850
 DM1850  HISTORY     - Date     Condition        Report By
 DM1850  HISTORY     - 20100402 MONUMENTED       FLDEP
 DM1850
 DM1850                          STATION DESCRIPTION
 DM1850
 DM1850'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1850'THE MARK IS ABOUT 6.3 MI (10.1 KM) SOUTHWEST OF EHREN, 4.8 MI (7.7 KM)
 DM1850'EAST OF ODESSA, 4.4 MI (7.1 KM) NORTHWEST OF LUTZ, IN SECTION 28,
 DM1850'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1850'
 DM1850'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1850'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.15 MI (5.1 KM)
 DM1850'TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DM1850'DRIVEN TO REFUSAL AT A DEPTH OF 43.9 FT (13.4 M) WITH AN ALUMINUM DISK
 DM1850'INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT
 DM1850'9.0 FT (2.7 M) BELOW THE LEVEL OF STATE ROAD 54.
 DM1850'
 DM1850'LOCATED 91.1 FT (27.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DM1850'ROAD 54 WESTBOUND LANES, 53.3 FT (16.2 M) WEST OF SURVEY MARK 22845 A,
 DM1850'28.3 FT (8.6 M) EAST OF A POWER POLE NUMBER C7995651, 3.8 FT (1.2 M)
 DM1850'SOUTH OF A BARB WIRE FENCE AND 3.0 FT (0.9 M) SOUTH OF A CARSONITE
 DM1850'WITNESS POST.
 DM1850'
 DM1850'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1850'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1875 ***********************************************************************
 DM1875  DESIGNATION -  22847 A
 DM1875  PID         -  DM1875
 DM1875  STATE/COUNTY-  FL/PASCO
 DM1875  COUNTRY     -  US
 DM1875  USGS QUAD   -  ODESSA (2018)
 DM1875
 DM1875                         *CURRENT SURVEY CONTROL
 DM1875  ______________________________________________________________________
 DM1875* NAD 83(1986) POSITION- 28 11 12.1    (N) 082 30 26.1    (W)   HD_HELD2
 DM1875* NAVD 88 ORTHO HEIGHT -    17.933 (meters)       58.84  (feet) ADJUSTED
 DM1875  ______________________________________________________________________
 DM1875  GEOID HEIGHT    -        -25.440 (meters)                     GEOID18
 DM1875  DYNAMIC HEIGHT  -         17.907 (meters)       58.75  (feet) COMP
 DM1875  MODELED GRAVITY -    979,201.6   (mgal)                       NAVD 88
 DM1875
 DM1875  VERT ORDER      -  FIRST     CLASS II
 DM1875
 DM1875.The horizontal coordinates were established by autonomous hand held GPS
 DM1875.observations and have an estimated accuracy of +/- 10 meters.
 DM1875
 DM1875.The orthometric height was determined by differential leveling and
 DM1875.adjusted by the NATIONAL GEODETIC SURVEY
 DM1875.in August 2010.
 DM1875
 DM1875.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1875.GEOID18 height accuracy estimate available here.
 DM1875
 DM1875.Click photographs - Photos may exist for this station.
 DM1875
 DM1875.The dynamic height is computed by dividing the NAVD 88
 DM1875.geopotential number by the normal gravity value computed on the
 DM1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1875.degrees latitude (g = 980.6199 gals.).
 DM1875
 DM1875.The modeled gravity was interpolated from observed gravity values.
 DM1875
 DM1875;                    North         East    Units  Estimated Accuracy
 DM1875;SPC FL W     -   427,002.      150,195.      MT  (+/- 10 meters HH2 GPS)
 DM1875
 DM1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5205018803(NAD 83)
 DM1875
 DM1875                          SUPERSEDED SURVEY CONTROL
 DM1875
 DM1875.No superseded survey control is available for this station.
 DM1875
 DM1875_MARKER: DD = SURVEY DISK
 DM1875_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1875_STAMPING: 22847 A 2010
 DM1875_MARK LOGO: SWFWMD
 DM1875_PROJECTION: FLUSH
 DM1875_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1875+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2010
 DM1875_ROD/PIPE-DEPTH: 7.4 meters
 DM1875
 DM1875  HISTORY     - Date     Condition        Report By
 DM1875  HISTORY     - 20100416 MONUMENTED       FLDEP
 DM1875
 DM1875                          STATION DESCRIPTION
 DM1875
 DM1875'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1875'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF EHREN, 5.2 MI
 DM1875'(8.4 KM) EAST OF ODESSA, 3.7 MI (6.0 KM) NORTHWEST OF LUTZ, IN SECTION
 DM1875'28, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1875'
 DM1875'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1875'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1875'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1875'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1875'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1875'ROAD FOR 0.5 MI (0.8 KM) TO A WELL SITE ON THE LEFT AND A DIRT ROAD ON
 DM1875'THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTHEAST AND SOUTH FOR
 DM1875'0.35 MI (0.6 KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE
 DM1875'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 24.3 FT (7.4 M)
 DM1875'WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH
 DM1875'THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DM1875'
 DM1875'LOCATED 25.1 FT (7.7 M) NORTH-NORTHEAST OF SURVEY MARK 22847 B, 23.7
 DM1875'FT (7.2 M) NORTHEAST OF WELL HEAD 22847, 12.0 FT (3.7 M) WEST OF THE
 DM1875'APPROXIMATE CENTERLINE OF A DIRT ROAD AND 2.0 FT (0.6 M) SOUTH OF A
 DM1875'CARSONITE WITNESS POST.
 DM1875'
 DM1875'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1875'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1876 ***********************************************************************
 DM1876  DESIGNATION -  22847 B
 DM1876  PID         -  DM1876
 DM1876  STATE/COUNTY-  FL/PASCO
 DM1876  COUNTRY     -  US
 DM1876  USGS QUAD   -  ODESSA (2018)
 DM1876
 DM1876                         *CURRENT SURVEY CONTROL
 DM1876  ______________________________________________________________________
 DM1876* NAD 83(1986) POSITION- 28 11 12.0    (N) 082 30 26.2    (W)   HD_HELD2
 DM1876* NAVD 88 ORTHO HEIGHT -    17.945 (meters)       58.87  (feet) ADJUSTED
 DM1876  ______________________________________________________________________
 DM1876  GEOID HEIGHT    -        -25.439 (meters)                     GEOID18
 DM1876  DYNAMIC HEIGHT  -         17.919 (meters)       58.79  (feet) COMP
 DM1876  MODELED GRAVITY -    979,201.6   (mgal)                       NAVD 88
 DM1876
 DM1876  VERT ORDER      -  FIRST     CLASS II
 DM1876
 DM1876.The horizontal coordinates were established by autonomous hand held GPS
 DM1876.observations and have an estimated accuracy of +/- 10 meters.
 DM1876
 DM1876.The orthometric height was determined by differential leveling and
 DM1876.adjusted by the NATIONAL GEODETIC SURVEY
 DM1876.in August 2010.
 DM1876
 DM1876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1876.GEOID18 height accuracy estimate available here.
 DM1876
 DM1876.Click photographs - Photos may exist for this station.
 DM1876
 DM1876.The dynamic height is computed by dividing the NAVD 88
 DM1876.geopotential number by the normal gravity value computed on the
 DM1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1876.degrees latitude (g = 980.6199 gals.).
 DM1876
 DM1876.The modeled gravity was interpolated from observed gravity values.
 DM1876
 DM1876;                    North         East    Units  Estimated Accuracy
 DM1876;SPC FL W     -   426,998.      150,192.      MT  (+/- 10 meters HH2 GPS)
 DM1876
 DM1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5204718800(NAD 83)
 DM1876
 DM1876                          SUPERSEDED SURVEY CONTROL
 DM1876
 DM1876.No superseded survey control is available for this station.
 DM1876
 DM1876_MARKER: DD = SURVEY DISK
 DM1876_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1876_STAMPING: 22847 B 2010
 DM1876_MARK LOGO: SWFWMD
 DM1876_PROJECTION: FLUSH
 DM1876_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1876+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2010
 DM1876_ROD/PIPE-DEPTH: 7.3 meters
 DM1876
 DM1876  HISTORY     - Date     Condition        Report By
 DM1876  HISTORY     - 20100416 MONUMENTED       FLDEP
 DM1876
 DM1876                          STATION DESCRIPTION
 DM1876
 DM1876'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1876'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF EHREN, 5.2 MI
 DM1876'(8.4 KM) EAST OF ODESSA, 3.7 MI (6.0 KM) NORTHWEST OF LUTZ, IN SECTION
 DM1876'28, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1876'
 DM1876'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1876'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1876'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1876'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1876'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1876'ROAD FOR 0.5 MI (0.8 KM) TO A WELL SITE ON THE LEFT AND A DIRT ROAD ON
 DM1876'THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTHEAST AND SOUTH FOR
 DM1876'0.35 MI (0.6 KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE
 DM1876'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.9 FT (7.3 M)
 DM1876'WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH
 DM1876'THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DM1876'
 DM1876'LOCATED 25.1 FT (7.7 M) SOUTH-SOUTHWEST OF SURVEY MARK 22847 A, 11.1
 DM1876'FT (3.4 M) SOUTHEAST OF WELL HEAD 22847, 19.1 FT (5.8 M) WEST OF THE
 DM1876'APPROXIMATE CENTERLINE OF A DIRT ROAD AND 1.3 FT (0.4 M) NORTHEAST OF
 DM1876'A CARSONITE WITNESS POST.
 DM1876'
 DM1876'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1876'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1870 ***********************************************************************
 DM1870  DESIGNATION -  22848 A
 DM1870  PID         -  DM1870
 DM1870  STATE/COUNTY-  FL/PASCO
 DM1870  COUNTRY     -  US
 DM1870  USGS QUAD   -  ODESSA (2018)
 DM1870
 DM1870                         *CURRENT SURVEY CONTROL
 DM1870  ______________________________________________________________________
 DM1870* NAD 83(1986) POSITION- 28 11 25.9    (N) 082 30 38.6    (W)   HD_HELD2
 DM1870* NAVD 88 ORTHO HEIGHT -    17.794 (meters)       58.38  (feet) ADJUSTED
 DM1870  ______________________________________________________________________
 DM1870  GEOID HEIGHT    -        -25.445 (meters)                     GEOID18
 DM1870  DYNAMIC HEIGHT  -         17.768 (meters)       58.29  (feet) COMP
 DM1870  MODELED GRAVITY -    979,201.8   (mgal)                       NAVD 88
 DM1870
 DM1870  VERT ORDER      -  FIRST     CLASS II
 DM1870
 DM1870.The horizontal coordinates were established by autonomous hand held GPS
 DM1870.observations and have an estimated accuracy of +/- 10 meters.
 DM1870
 DM1870.The orthometric height was determined by differential leveling and
 DM1870.adjusted by the NATIONAL GEODETIC SURVEY
 DM1870.in August 2010.
 DM1870
 DM1870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1870.GEOID18 height accuracy estimate available here.
 DM1870
 DM1870.Click photographs - Photos may exist for this station.
 DM1870
 DM1870.The dynamic height is computed by dividing the NAVD 88
 DM1870.geopotential number by the normal gravity value computed on the
 DM1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1870.degrees latitude (g = 980.6199 gals.).
 DM1870
 DM1870.The modeled gravity was interpolated from observed gravity values.
 DM1870
 DM1870;                    North         East    Units  Estimated Accuracy
 DM1870;SPC FL W     -   427,428.      149,856.      MT  (+/- 10 meters HH2 GPS)
 DM1870
 DM1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5171419232(NAD 83)
 DM1870
 DM1870                          SUPERSEDED SURVEY CONTROL
 DM1870
 DM1870.No superseded survey control is available for this station.
 DM1870
 DM1870_MARKER: DD = SURVEY DISK
 DM1870_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1870_STAMPING: 22848 A 2010
 DM1870_MARK LOGO: SWFWMD
 DM1870_PROJECTION: FLUSH
 DM1870_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1870+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2010
 DM1870_ROD/PIPE-DEPTH: 7.8 meters
 DM1870
 DM1870  HISTORY     - Date     Condition        Report By
 DM1870  HISTORY     - 20100427 MONUMENTED       FLDEP
 DM1870
 DM1870                          STATION DESCRIPTION
 DM1870
 DM1870'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1870'THE MARK IS ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF EHREN, 5.0 MI (8.0 KM)
 DM1870'EAST OF ODESSA, 4.1 MI (6.6 KM) NORTHWEST OF LUTZ, IN SECTION 28,
 DM1870'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1870'
 DM1870'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1870'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1870'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1870'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1870'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1870'ROAD FOR 0.5 MI (0.8 KM) TO A WELL SITE ON THE LEFT AND THE MARK ON
 DM1870'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 25.7 FT
 DM1870'(7.8 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE
 DM1870'FLUSH WITH THE GROUND AND LEVEL WITH THE PAVED ROAD.
 DM1870'
 DM1870'LOCATED 110.7 FT (33.7 M) WEST-SOUTHWEST OF SURVEY MARK 22848 B, 44.8
 DM1870'FT (13.7 M) WEST-NORTHWEST OF A POWER POLE WITH 4 GUY WIRES ATTACHED,
 DM1870'6.1 FT (1.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE PAVED ROAD
 DM1870'AND 2.4 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST.
 DM1870'
 DM1870'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1870'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1871 ***********************************************************************
 DM1871  DESIGNATION -  22848 B
 DM1871  PID         -  DM1871
 DM1871  STATE/COUNTY-  FL/PASCO
 DM1871  COUNTRY     -  US
 DM1871  USGS QUAD   -  ODESSA (2018)
 DM1871
 DM1871                         *CURRENT SURVEY CONTROL
 DM1871  ______________________________________________________________________
 DM1871* NAD 83(1986) POSITION- 28 11 25.9    (N) 082 30 37.5    (W)   HD_HELD2
 DM1871* NAVD 88 ORTHO HEIGHT -    17.893 (meters)       58.70  (feet) ADJUSTED
 DM1871  ______________________________________________________________________
 DM1871  GEOID HEIGHT    -        -25.446 (meters)                     GEOID18
 DM1871  DYNAMIC HEIGHT  -         17.868 (meters)       58.62  (feet) COMP
 DM1871  MODELED GRAVITY -    979,201.8   (mgal)                       NAVD 88
 DM1871
 DM1871  VERT ORDER      -  FIRST     CLASS II
 DM1871
 DM1871.The horizontal coordinates were established by autonomous hand held GPS
 DM1871.observations and have an estimated accuracy of +/- 10 meters.
 DM1871
 DM1871.The orthometric height was determined by differential leveling and
 DM1871.adjusted by the NATIONAL GEODETIC SURVEY
 DM1871.in August 2010.
 DM1871
 DM1871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1871.GEOID18 height accuracy estimate available here.
 DM1871
 DM1871.Click photographs - Photos may exist for this station.
 DM1871
 DM1871.The dynamic height is computed by dividing the NAVD 88
 DM1871.geopotential number by the normal gravity value computed on the
 DM1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1871.degrees latitude (g = 980.6199 gals.).
 DM1871
 DM1871.The modeled gravity was interpolated from observed gravity values.
 DM1871
 DM1871;                    North         East    Units  Estimated Accuracy
 DM1871;SPC FL W     -   427,428.      149,886.      MT  (+/- 10 meters HH2 GPS)
 DM1871
 DM1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5174419231(NAD 83)
 DM1871
 DM1871                          SUPERSEDED SURVEY CONTROL
 DM1871
 DM1871.No superseded survey control is available for this station.
 DM1871
 DM1871_MARKER: DD = SURVEY DISK
 DM1871_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1871_STAMPING: 22848 B 2010
 DM1871_MARK LOGO: SWFWMD
 DM1871_PROJECTION: FLUSH
 DM1871_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1871+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2010
 DM1871_ROD/PIPE-DEPTH: 10.7 meters
 DM1871
 DM1871  HISTORY     - Date     Condition        Report By
 DM1871  HISTORY     - 20100427 MONUMENTED       FLDEP
 DM1871
 DM1871                          STATION DESCRIPTION
 DM1871
 DM1871'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1871'THE MARK IS ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF EHREN, 5.0 MI (8.0 KM)
 DM1871'EAST OF ODESSA, 4.1 MI (6.6 KM) NORTHWEST OF LUTZ, IN SECTION 28,
 DM1871'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1871'
 DM1871'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1871'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1871'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1871'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1871'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1871'ROAD FOR 0.5 MI (0.8 KM) TO A WELL SITE ON THE LEFT AND THE MARK ON
 DM1871'THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 35.2 FT
 DM1871'(10.7 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE
 DM1871'FLUSH WITH THE GROUND AND LEVEL WITH THE PAVED ROAD.
 DM1871'
 DM1871'LOCATED 110.7 FT (33.7 M) EAST-NORTHEAST OF SURVEY MARK 22848 A, 21.0
 DM1871'FT (6.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE PAVED ROAD, 11.8
 DM1871'FT (3.6 M) EAST OF THE APPROXIMATE CENTER OF A CHAIN LINK FENCE GATE,
 DM1871'2.0 FT (0.6 M) SOUTH OF A CHAIN LINK FENCE AND 1.9 FT (0.6 M) SOUTH OF
 DM1871'A CARSONITE WITNESS POST.
 DM1871'
 DM1871'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1871'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1906 ***********************************************************************
 DM1906  DESIGNATION -  22849 A
 DM1906  PID         -  DM1906
 DM1906  STATE/COUNTY-  FL/PASCO
 DM1906  COUNTRY     -  US
 DM1906  USGS QUAD   -  ODESSA (2018)
 DM1906
 DM1906                         *CURRENT SURVEY CONTROL
 DM1906  ______________________________________________________________________
 DM1906* NAD 83(1986) POSITION- 28 11 18.2    (N) 082 30 58.1    (W)   HD_HELD2
 DM1906* NAVD 88 ORTHO HEIGHT -    18.041 (meters)       59.19  (feet) ADJUSTED
 DM1906  ______________________________________________________________________
 DM1906  GEOID HEIGHT    -        -25.432 (meters)                     GEOID18
 DM1906  DYNAMIC HEIGHT  -         18.015 (meters)       59.10  (feet) COMP
 DM1906  MODELED GRAVITY -    979,202.0   (mgal)                       NAVD 88
 DM1906
 DM1906  VERT ORDER      -  FIRST     CLASS II
 DM1906
 DM1906.The horizontal coordinates were established by autonomous hand held GPS
 DM1906.observations and have an estimated accuracy of +/- 10 meters.
 DM1906
 DM1906.The orthometric height was determined by differential leveling and
 DM1906.adjusted by the NATIONAL GEODETIC SURVEY
 DM1906.in August 2010.
 DM1906
 DM1906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1906.GEOID18 height accuracy estimate available here.
 DM1906
 DM1906.Click photographs - Photos may exist for this station.
 DM1906
 DM1906.The dynamic height is computed by dividing the NAVD 88
 DM1906.geopotential number by the normal gravity value computed on the
 DM1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1906.degrees latitude (g = 980.6199 gals.).
 DM1906
 DM1906.The modeled gravity was interpolated from observed gravity values.
 DM1906
 DM1906;                    North         East    Units  Estimated Accuracy
 DM1906;SPC FL W     -   427,193.      149,323.      MT  (+/- 10 meters HH2 GPS)
 DM1906
 DM1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5117919001(NAD 83)
 DM1906
 DM1906                          SUPERSEDED SURVEY CONTROL
 DM1906
 DM1906.No superseded survey control is available for this station.
 DM1906
 DM1906_MARKER: DD = SURVEY DISK
 DM1906_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1906_STAMPING: 22849 A 2010
 DM1906_MARK LOGO: SWFWMD
 DM1906_PROJECTION: FLUSH
 DM1906_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1906+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DM1906_ROD/PIPE-DEPTH: 10.4 meters
 DM1906
 DM1906  HISTORY     - Date     Condition        Report By
 DM1906  HISTORY     - 20100414 MONUMENTED       FLDEP
 DM1906
 DM1906                          STATION DESCRIPTION
 DM1906
 DM1906'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1906'THE MARK IS ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF EHREN, 4.6 MI (7.4 KM)
 DM1906'EAST OF ODESSA, 4.2 MI (6.8 KM) NORTHWEST OF LUTZ, IN SECTION 28,
 DM1906'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1906'
 DM1906'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1906'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1906'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1906'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1906'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1906'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1906'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.15 MI (0.2 KM)
 DM1906'TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DM1906'DRIVEN TO REFUSAL AT A DEPTH OF 34.1 FT (10.4 M) WITH AN ALUMINUM DISK
 DM1906'INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL
 DM1906'WITH THE PAVED ROAD.
 DM1906'
 DM1906'LOCATED 112.3 FT (34.2 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DM1906'PAVED ROAD, 56.2 FT (17.1 M) NORTH-NORTHWEST OF SURVEY MARK 22849 B,
 DM1906'13.7 FT (4.2 M) NORTH OF THE APPROXIMATE CENTER OF A CHAIN LINK FENCE
 DM1906'GATE, 2.0 FT (0.6 M) EAST OF A CHAIN LINK FENCE AND 1.5 FT (0.5 M)
 DM1906'EAST OF A CARSONITE WITNESS POST.
 DM1906'
 DM1906'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1906'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1905 ***********************************************************************
 DM1905  DESIGNATION -  22849 B
 DM1905  PID         -  DM1905
 DM1905  STATE/COUNTY-  FL/PASCO
 DM1905  COUNTRY     -  US
 DM1905  USGS QUAD   -  ODESSA (2018)
 DM1905
 DM1905                         *CURRENT SURVEY CONTROL
 DM1905  ______________________________________________________________________
 DM1905* NAD 83(1986) POSITION- 28 11 18.3    (N) 082 30 57.9    (W)   HD_HELD2
 DM1905* NAVD 88 ORTHO HEIGHT -    17.785 (meters)       58.35  (feet) ADJUSTED
 DM1905  ______________________________________________________________________
 DM1905  GEOID HEIGHT    -        -25.432 (meters)                     GEOID18
 DM1905  DYNAMIC HEIGHT  -         17.760 (meters)       58.27  (feet) COMP
 DM1905  MODELED GRAVITY -    979,201.9   (mgal)                       NAVD 88
 DM1905
 DM1905  VERT ORDER      -  FIRST     CLASS II
 DM1905
 DM1905.The horizontal coordinates were established by autonomous hand held GPS
 DM1905.observations and have an estimated accuracy of +/- 10 meters.
 DM1905
 DM1905.The orthometric height was determined by differential leveling and
 DM1905.adjusted by the NATIONAL GEODETIC SURVEY
 DM1905.in August 2010.
 DM1905
 DM1905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1905.GEOID18 height accuracy estimate available here.
 DM1905
 DM1905.Click photographs - Photos may exist for this station.
 DM1905
 DM1905.The dynamic height is computed by dividing the NAVD 88
 DM1905.geopotential number by the normal gravity value computed on the
 DM1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1905.degrees latitude (g = 980.6199 gals.).
 DM1905
 DM1905.The modeled gravity was interpolated from observed gravity values.
 DM1905
 DM1905;                    North         East    Units  Estimated Accuracy
 DM1905;SPC FL W     -   427,196.      149,328.      MT  (+/- 10 meters HH2 GPS)
 DM1905
 DM1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5118519004(NAD 83)
 DM1905
 DM1905                          SUPERSEDED SURVEY CONTROL
 DM1905
 DM1905.No superseded survey control is available for this station.
 DM1905
 DM1905_MARKER: DD = SURVEY DISK
 DM1905_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1905_STAMPING: 22849 B 2010
 DM1905_MARK LOGO: SWFWMD
 DM1905_PROJECTION: FLUSH
 DM1905_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1905+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2010
 DM1905_ROD/PIPE-DEPTH: 4.7 meters
 DM1905
 DM1905  HISTORY     - Date     Condition        Report By
 DM1905  HISTORY     - 20100414 MONUMENTED       FLDEP
 DM1905
 DM1905                          STATION DESCRIPTION
 DM1905
 DM1905'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1905'THE MARK IS ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF EHREN, 4.6 MI (7.4 KM)
 DM1905'EAST OF ODESSA, 4.2 MI (6.8 KM) NORTHWEST OF LUTZ, IN SECTION 28,
 DM1905'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1905'
 DM1905'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1905'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1905'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1905'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1905'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1905'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1905'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.15 MI (0.2 KM)
 DM1905'TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DM1905'DRIVEN TO REFUSAL AT A DEPTH OF 15.3 FT (4.7 M) WITH AN ALUMINUM DISK
 DM1905'INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT
 DM1905'0.5 FT (0.2 M) BELOW THE LEVEL OF THE PAVED ROAD.
 DM1905'
 DM1905'LOCATED 92.1 FT (28.1 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DM1905'PAVED ROAD, 56.2 FT (17.1 M) SOUTH-SOUTHEAST OF SURVEY MARK 22849 A,
 DM1905'38.3 FT (11.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A PAVED
 DM1905'DRIVEWAY LEADING TO A GATE, 31.0 FT (9.4 M) SOUTHEAST OF THE SOUTHEAST
 DM1905'CHAIN LINK FENCE CORNER POST AND 2.6 FT (0.8 M) NORTH OF A CARSONITE
 DM1905'WITNESS POST.
 DM1905'
 DM1905'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1905'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1907 ***********************************************************************
 DM1907  DESIGNATION -  22851 A
 DM1907  PID         -  DM1907
 DM1907  STATE/COUNTY-  FL/PASCO
 DM1907  COUNTRY     -  US
 DM1907  USGS QUAD   -  ODESSA (2018)
 DM1907
 DM1907                         *CURRENT SURVEY CONTROL
 DM1907  ______________________________________________________________________
 DM1907* NAD 83(1986) POSITION- 28 11 26.7    (N) 082 30 56.2    (W)   HD_HELD2
 DM1907* NAVD 88 ORTHO HEIGHT -    17.889 (meters)       58.69  (feet) ADJUSTED
 DM1907  ______________________________________________________________________
 DM1907  GEOID HEIGHT    -        -25.439 (meters)                     GEOID18
 DM1907  DYNAMIC HEIGHT  -         17.863 (meters)       58.61  (feet) COMP
 DM1907  MODELED GRAVITY -    979,202.0   (mgal)                       NAVD 88
 DM1907
 DM1907  VERT ORDER      -  FIRST     CLASS II
 DM1907
 DM1907.The horizontal coordinates were established by autonomous hand held GPS
 DM1907.observations and have an estimated accuracy of +/- 10 meters.
 DM1907
 DM1907.The orthometric height was determined by differential leveling and
 DM1907.adjusted by the NATIONAL GEODETIC SURVEY
 DM1907.in August 2010.
 DM1907
 DM1907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1907.GEOID18 height accuracy estimate available here.
 DM1907
 DM1907.Click photographs - Photos may exist for this station.
 DM1907
 DM1907.The dynamic height is computed by dividing the NAVD 88
 DM1907.geopotential number by the normal gravity value computed on the
 DM1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1907.degrees latitude (g = 980.6199 gals.).
 DM1907
 DM1907.The modeled gravity was interpolated from observed gravity values.
 DM1907
 DM1907;                    North         East    Units  Estimated Accuracy
 DM1907;SPC FL W     -   427,454.      149,376.      MT  (+/- 10 meters HH2 GPS)
 DM1907
 DM1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5123419262(NAD 83)
 DM1907
 DM1907                          SUPERSEDED SURVEY CONTROL
 DM1907
 DM1907.No superseded survey control is available for this station.
 DM1907
 DM1907_MARKER: DD = SURVEY DISK
 DM1907_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1907_STAMPING: 22851 A 2010
 DM1907_MARK LOGO: SWFWMD
 DM1907_PROJECTION: FLUSH
 DM1907_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1907+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2010
 DM1907_ROD/PIPE-DEPTH: 10.5 meters
 DM1907
 DM1907  HISTORY     - Date     Condition        Report By
 DM1907  HISTORY     - 20100403 MONUMENTED       FLDEP
 DM1907
 DM1907                          STATION DESCRIPTION
 DM1907
 DM1907'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1907'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF EHREN, 4.7 MI (7.6 KM)
 DM1907'EAST OF ODESSA, 4.3 MI (6.9 KM) NORTHWEST OF LUTZ, IN SECTION 28,
 DM1907'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1907'
 DM1907'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1907'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1907'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1907'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1907'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1907'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1907'RIGHT, A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM
 DM1907'ROD DRIVEN TO REFUSAL AT A DEPTH OF 34.6 FT (10.5 M) WITH AN ALUMINUM
 DM1907'DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DM1907'LEVEL WITH THE PAVED ROAD.
 DM1907'
 DM1907'LOCATED 78.1 FT (23.8 M) EAST OF THE NORTHEAST CHAIN LINK FENCE CORNER
 DM1907'POST, 57.9 FT (17.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DM1907'PAVED ROAD, 33.3 FT (10.1 M) WEST OF SURVEY MARK 22851 B, 18.8 FT (5.7
 DM1907'M) WEST OF WELL HEAD 22851 AND 1.6 FT (0.5 M) SOUTH OF A CARSONITE
 DM1907'WITNESS POST.
 DM1907'
 DM1907'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1907'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1908 ***********************************************************************
 DM1908  DESIGNATION -  22851 B
 DM1908  PID         -  DM1908
 DM1908  STATE/COUNTY-  FL/PASCO
 DM1908  COUNTRY     -  US
 DM1908  USGS QUAD   -  ODESSA (2018)
 DM1908
 DM1908                         *CURRENT SURVEY CONTROL
 DM1908  ______________________________________________________________________
 DM1908* NAD 83(1986) POSITION- 28 11 26.9    (N) 082 30 55.5    (W)   HD_HELD2
 DM1908* NAVD 88 ORTHO HEIGHT -    17.754 (meters)       58.25  (feet) ADJUSTED
 DM1908  ______________________________________________________________________
 DM1908  GEOID HEIGHT    -        -25.440 (meters)                     GEOID18
 DM1908  DYNAMIC HEIGHT  -         17.729 (meters)       58.17  (feet) COMP
 DM1908  MODELED GRAVITY -    979,202.0   (mgal)                       NAVD 88
 DM1908
 DM1908  VERT ORDER      -  FIRST     CLASS II
 DM1908
 DM1908.The horizontal coordinates were established by autonomous hand held GPS
 DM1908.observations and have an estimated accuracy of +/- 10 meters.
 DM1908
 DM1908.The orthometric height was determined by differential leveling and
 DM1908.adjusted by the NATIONAL GEODETIC SURVEY
 DM1908.in August 2010.
 DM1908
 DM1908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1908.GEOID18 height accuracy estimate available here.
 DM1908
 DM1908.Click photographs - Photos may exist for this station.
 DM1908
 DM1908.The dynamic height is computed by dividing the NAVD 88
 DM1908.geopotential number by the normal gravity value computed on the
 DM1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1908.degrees latitude (g = 980.6199 gals.).
 DM1908
 DM1908.The modeled gravity was interpolated from observed gravity values.
 DM1908
 DM1908;                    North         East    Units  Estimated Accuracy
 DM1908;SPC FL W     -   427,461.      149,395.      MT  (+/- 10 meters HH2 GPS)
 DM1908
 DM1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5125419268(NAD 83)
 DM1908
 DM1908                          SUPERSEDED SURVEY CONTROL
 DM1908
 DM1908.No superseded survey control is available for this station.
 DM1908
 DM1908_MARKER: DD = SURVEY DISK
 DM1908_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1908_STAMPING: 22851 B 2010
 DM1908_MARK LOGO: SWFWMD
 DM1908_PROJECTION: FLUSH
 DM1908_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1908+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2010
 DM1908_ROD/PIPE-DEPTH: 5.7 meters
 DM1908
 DM1908  HISTORY     - Date     Condition        Report By
 DM1908  HISTORY     - 20100403 MONUMENTED       FLDEP
 DM1908
 DM1908                          STATION DESCRIPTION
 DM1908
 DM1908'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1908'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTHWEST OF EHREN, 4.7 MI (7.6 KM)
 DM1908'EAST OF ODESSA, 4.3 MI (6.9 KM) NORTHWEST OF LUTZ, IN SECTION 28,
 DM1908'TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1908'
 DM1908'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1908'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 3.4 MI (5.5 KM)
 DM1908'TO THE JUNCTION OF A PAVED ROAD LEADING TO THE SOUTH PASCO WELL FIELDS
 DM1908'ON THE LEFT.  TURN LEFT ON THE PAVED ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DM1908'KM) TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO EAST ON THE PAVED
 DM1908'ROAD FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM1908'RIGHT, A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM
 DM1908'ROD DRIVEN TO REFUSAL AT A DEPTH OF 18.8 FT (5.7 M) WITH AN ALUMINUM
 DM1908'DISK INCASED IN A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DM1908'LEVEL WITH THE PAVED ROAD.
 DM1908'
 DM1908'LOCATED 110.8 FT (33.8 M) EAST OF THE NORTHEAST CHAIN LINK FENCE
 DM1908'CORNER POST, 60.3 FT (18.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DM1908'THE PAVED ROAD, 33.3 FT (10.1 M) EAST OF SURVEY MARK 22851 A, 14.6 FT
 DM1908'(4.5 M) EAST-NORTHEAST OF WELL HEAD 22851 AND 2.2 FT (0.7 M) WEST OF A
 DM1908'CARSONITE WITNESS POST.
 DM1908'
 DM1908'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1908'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1846 ***********************************************************************
 DM1846  DESIGNATION -  22854 A
 DM1846  PID         -  DM1846
 DM1846  STATE/COUNTY-  FL/PASCO
 DM1846  COUNTRY     -  US
 DM1846  USGS QUAD   -  ODESSA (2018)
 DM1846
 DM1846                         *CURRENT SURVEY CONTROL
 DM1846  ______________________________________________________________________
 DM1846* NAD 83(1986) POSITION- 28 12 56.9    (N) 082 31 04.6    (W)   HD_HELD2
 DM1846* NAVD 88 ORTHO HEIGHT -    18.462 (meters)       60.57  (feet) ADJUSTED
 DM1846  ______________________________________________________________________
 DM1846  GEOID HEIGHT    -        -25.509 (meters)                     GEOID18
 DM1846  DYNAMIC HEIGHT  -         18.436 (meters)       60.49  (feet) COMP
 DM1846  MODELED GRAVITY -    979,202.0   (mgal)                       NAVD 88
 DM1846
 DM1846  VERT ORDER      -  FIRST     CLASS II
 DM1846
 DM1846.The horizontal coordinates were established by autonomous hand held GPS
 DM1846.observations and have an estimated accuracy of +/- 10 meters.
 DM1846
 DM1846.The orthometric height was determined by differential leveling and
 DM1846.adjusted by the NATIONAL GEODETIC SURVEY
 DM1846.in August 2010.
 DM1846
 DM1846.No vertical observational check was made to the station.
 DM1846
 DM1846.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1846.GEOID18 height accuracy estimate available here.
 DM1846
 DM1846.Click photographs - Photos may exist for this station.
 DM1846
 DM1846.The dynamic height is computed by dividing the NAVD 88
 DM1846.geopotential number by the normal gravity value computed on the
 DM1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1846.degrees latitude (g = 980.6199 gals.).
 DM1846
 DM1846.The modeled gravity was interpolated from observed gravity values.
 DM1846
 DM1846;                    North         East    Units  Estimated Accuracy
 DM1846;SPC FL W     -   430,232.      149,158.      MT  (+/- 10 meters HH2 GPS)
 DM1846
 DM1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5104022041(NAD 83)
 DM1846
 DM1846                          SUPERSEDED SURVEY CONTROL
 DM1846
 DM1846.No superseded survey control is available for this station.
 DM1846
 DM1846_MARKER: DD = SURVEY DISK
 DM1846_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1846_STAMPING: 22854 A 2010
 DM1846_MARK LOGO: SWFWMD
 DM1846_PROJECTION: FLUSH
 DM1846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1846+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 DM1846_ROD/PIPE-DEPTH: 10.4 meters
 DM1846
 DM1846  HISTORY     - Date     Condition        Report By
 DM1846  HISTORY     - 20100415 MONUMENTED       FLDEP
 DM1846
 DM1846                          STATION DESCRIPTION
 DM1846
 DM1846'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1846'THE MARK IS ABOUT 5.6 MI (9.0 KM) NORTHWEST OF LUTZ, 5.5 MI (8.8 KM)
 DM1846'SOUTHWEST OF EHREN, 4.8 MI (7.7 KM) EAST-NORTHEAST OF ODESSA, IN
 DM1846'SECTION 16, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1846'
 DM1846'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1846'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 2.35 MI (3.8 KM)
 DM1846'TO THE JUNCTION OF MENTMORE BOULEVARD ON THE RIGHT.  TURN RIGHT ON
 DM1846'MENTMORE BOULEVARD AND GO NORTH AND WEST FOR 1.8 MI (2.9 KM) TO THE
 DM1846'JUNCTION OF A DIRT ROAD ON THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND
 DM1846'GO NORTH FOR 0.6 MI (1.0 KM) TO A WELL SITE ON THE RIGHT AND THE MARK
 DM1846'ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 34.2 FT
 DM1846'(10.4 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE
 DM1846'FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DM1846'
 DM1846'LOCATED 44.3 FT (13.5 M) EAST OF THE APPROXIMATE CENTER OF A METAL
 DM1846'GATE, 44.3 FT (13.5 M) EAST OF THE APPROXIMATE CENTERLINE OF A DIRT
 DM1846'ROAD, 23.4 FT (7.1 M) WEST OF SURVEY MARK 22854 B, 9.3 FT (2.8 M)
 DM1846'WEST-NORTHWEST OF THE WEST WELL HEAD, 2.6 FT (0.8 M) SOUTH OF A BARB
 DM1846'WIRE FENCE AND 2.3 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST.
 DM1846'
 DM1846'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1846'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1847 ***********************************************************************
 DM1847  DESIGNATION -  22854 B
 DM1847  PID         -  DM1847
 DM1847  STATE/COUNTY-  FL/PASCO
 DM1847  COUNTRY     -  US
 DM1847  USGS QUAD   -  ODESSA (2018)
 DM1847
 DM1847                         *CURRENT SURVEY CONTROL
 DM1847  ______________________________________________________________________
 DM1847* NAD 83(1986) POSITION- 28 12 56.8    (N) 082 31 04.4    (W)   HD_HELD2
 DM1847* NAVD 88 ORTHO HEIGHT -    18.413 (meters)       60.41  (feet) ADJUSTED
 DM1847  ______________________________________________________________________
 DM1847  GEOID HEIGHT    -        -25.509 (meters)                     GEOID18
 DM1847  DYNAMIC HEIGHT  -         18.387 (meters)       60.32  (feet) COMP
 DM1847  MODELED GRAVITY -    979,202.0   (mgal)                       NAVD 88
 DM1847
 DM1847  VERT ORDER      -  FIRST     CLASS II
 DM1847
 DM1847.The horizontal coordinates were established by autonomous hand held GPS
 DM1847.observations and have an estimated accuracy of +/- 10 meters.
 DM1847
 DM1847.The orthometric height was determined by differential leveling and
 DM1847.adjusted by the NATIONAL GEODETIC SURVEY
 DM1847.in August 2010.
 DM1847
 DM1847.No vertical observational check was made to the station.
 DM1847
 DM1847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1847.GEOID18 height accuracy estimate available here.
 DM1847
 DM1847.Click photographs - Photos may exist for this station.
 DM1847
 DM1847.The dynamic height is computed by dividing the NAVD 88
 DM1847.geopotential number by the normal gravity value computed on the
 DM1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1847.degrees latitude (g = 980.6199 gals.).
 DM1847
 DM1847.The modeled gravity was interpolated from observed gravity values.
 DM1847
 DM1847;                    North         East    Units  Estimated Accuracy
 DM1847;SPC FL W     -   430,229.      149,164.      MT  (+/- 10 meters HH2 GPS)
 DM1847
 DM1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5104522038(NAD 83)
 DM1847
 DM1847                          SUPERSEDED SURVEY CONTROL
 DM1847
 DM1847.No superseded survey control is available for this station.
 DM1847
 DM1847_MARKER: DD = SURVEY DISK
 DM1847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DM1847_STAMPING: 22854 B 2010
 DM1847_MARK LOGO: SWFWMD
 DM1847_PROJECTION: FLUSH
 DM1847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1847+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2010
 DM1847_ROD/PIPE-DEPTH: 12.4 meters
 DM1847
 DM1847  HISTORY     - Date     Condition        Report By
 DM1847  HISTORY     - 20100415 MONUMENTED       FLDEP
 DM1847
 DM1847                          STATION DESCRIPTION
 DM1847
 DM1847'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DM1847'THE MARK IS ABOUT 5.6 MI (9.0 KM) NORTHWEST OF LUTZ, 5.5 MI (8.8 KM)
 DM1847'SOUTHWEST OF EHREN, 4.8 MI (7.7 KM) EAST-NORTHEAST OF ODESSA, IN
 DM1847'SECTION 16, TOWNSHIP 26 SOUTH, RANGE 18 EAST.
 DM1847'
 DM1847'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DM1847'ROAD 54 IN LAND O LAKES, GO WEST ON STATE ROAD 54 FOR 2.35 MI (3.8 KM)
 DM1847'TO THE JUNCTION OF MENTMORE BOULEVARD ON THE RIGHT.  TURN RIGHT ON
 DM1847'MENTMORE BOULEVARD AND GO NORTH AND WEST FOR 1.8 MI (2.9 KM) TO THE
 DM1847'JUNCTION OF A DIRT ROAD ON THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND
 DM1847'GO NORTH FOR 0.6 MI (1.0 KM) TO A WELL SITE ON THE RIGHT AND THE MARK
 DM1847'ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 40.7 FT
 DM1847'(12.4 M) WITH AN ALUMINUM DISK INCASED IN A 5-INCH (13 CM) PVC PIPE
 DM1847'FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DM1847'
 DM1847'LOCATED 68.1 FT (20.8 M) EAST OF THE APPROXIMATE CENTER OF A METAL
 DM1847'GATE, 68.1 FT (20.8 M) EAST OF THE APPROXIMATE CENTERLINE OF A DIRT
 DM1847'ROAD, 23.4 FT (7.1 M) EAST OF SURVEY MARK 22854 A, 9.2 FT (2.8 M)
 DM1847'EAST-NORTHEAST OF THE EAST WELL HEAD, 2.8 FT (0.9 M) SOUTH OF A BARB
 DM1847'WIRE FENCE AND 2.4 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST.
 DM1847'
 DM1847'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DM1847'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0063 ***********************************************************************
 AL0063  DESIGNATION -  229
 AL0063  PID         -  AL0063
 AL0063  STATE/COUNTY-  FL/PINELLAS
 AL0063  COUNTRY     -  US
 AL0063  USGS QUAD   -  ELFERS (2018)
 AL0063
 AL0063                         *CURRENT SURVEY CONTROL
 AL0063  ______________________________________________________________________
 AL0063* NAD 83(1986) POSITION- 28 08 25.     (N) 082 44 23.     (W)   SCALED
 AL0063* NAVD 88 ORTHO HEIGHT -     3.204 (meters)       10.51  (feet) ADJUSTED
 AL0063  ______________________________________________________________________
 AL0063  GEOID HEIGHT    -        -25.107 (meters)                     GEOID18
 AL0063  DYNAMIC HEIGHT  -          3.200 (meters)       10.50  (feet) COMP
 AL0063  MODELED GRAVITY -    979,194.7   (mgal)                       NAVD 88
 AL0063
 AL0063  VERT ORDER      -  SECOND    CLASS II
 AL0063
 AL0063.The horizontal coordinates were scaled from a map and have
 AL0063.an estimated accuracy of +/- 6 seconds.
 AL0063
 AL0063.The orthometric height was determined by differential leveling and
 AL0063.adjusted by the NATIONAL GEODETIC SURVEY
 AL0063.in June 1991.
 AL0063
 AL0063.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0063.GEOID18 height accuracy estimate available here.
 AL0063
 AL0063.Click photographs - Photos may exist for this station.
 AL0063
 AL0063.The dynamic height is computed by dividing the NAVD 88
 AL0063.geopotential number by the normal gravity value computed on the
 AL0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0063.degrees latitude (g = 980.6199 gals.).
 AL0063
 AL0063.The modeled gravity was interpolated from observed gravity values.
 AL0063
 AL0063;                    North         East    Units  Estimated Accuracy
 AL0063;SPC FL W     -   421,980.      127,340.      MT  (+/- 180 meters Scaled)
 AL0063
 AL0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291139(NAD 83)
 AL0063
 AL0063                          SUPERSEDED SURVEY CONTROL
 AL0063
 AL0063  NGVD 29 (??/??/92)    3.463  (m)           11.36   (f) ADJ UNCH    2 2
 AL0063
 AL0063.Superseded values are not recommended for survey control.
 AL0063
 AL0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0063.See file dsdata.pdf to determine how the superseded data were derived.
 AL0063
 AL0063_MARKER: DD = SURVEY DISK
 AL0063_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0063_SP_SET: CULVERT HEADWALL
 AL0063_STAMPING: 229
 AL0063_MARK LOGO: FLSRD
 AL0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0063+STABILITY: SURFACE MOTION
 AL0063
 AL0063  HISTORY     - Date     Condition        Report By
 AL0063  HISTORY     - UNK      MONUMENTED       FLHD
 AL0063  HISTORY     - 1976     GOOD             FLHD
 AL0063  HISTORY     - 1984     GOOD             USPSQD
 AL0063  HISTORY     - 1990     GOOD             USPSQD
 AL0063
 AL0063                          STATION DESCRIPTION
 AL0063
 AL0063'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1976
 AL0063'AT TARPON SPRING.
 AL0063'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0063'KEYSTONE RD.  (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 0.4 MILE.
 AL0063'STATION ON LEFT, 61.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0063'38.5 FT. SW OF POWER POLE, NUMBER 2-14049.  SET IN TOP OF THE
 AL0063'CONCRETE HEADWALL.  SECTION 8, T27S, R16E.
 AL0063
 AL0063                          STATION RECOVERY (1984)
 AL0063
 AL0063'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0063'RECOVERED IN GOOD CONDITION.
 AL0063
 AL0063                          STATION RECOVERY (1990)
 AL0063
 AL0063'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3655 ***********************************************************************
 DQ3655  DESIGNATION -  22927 A
 DQ3655  PID         -  DQ3655
 DQ3655  STATE/COUNTY-  FL/CITRUS
 DQ3655  COUNTRY     -  US
 DQ3655  USGS QUAD   -  STOKES FERRY (2018)
 DQ3655
 DQ3655                         *CURRENT SURVEY CONTROL
 DQ3655  ______________________________________________________________________
 DQ3655* NAD 83(1986) POSITION- 28 59 16.1    (N) 082 21 00.4    (W)   HD_HELD2
 DQ3655* NAVD 88 ORTHO HEIGHT -    12.399 (meters)       40.68  (feet) ADJUSTED
 DQ3655  ______________________________________________________________________
 DQ3655  GEOID HEIGHT    -        -27.546 (meters)                     GEOID18
 DQ3655  DYNAMIC HEIGHT  -         12.382 (meters)       40.62  (feet) COMP
 DQ3655  MODELED GRAVITY -    979,231.1   (mgal)                       NAVD 88
 DQ3655
 DQ3655  VERT ORDER      -  SECOND    CLASS I
 DQ3655
 DQ3655.The horizontal coordinates were established by autonomous hand held GPS
 DQ3655.observations and have an estimated accuracy of +/- 10 meters.
 DQ3655
 DQ3655.The orthometric height was determined by differential leveling and
 DQ3655.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3655.in December 2016.
 DQ3655
 DQ3655.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3655.GEOID18 height accuracy estimate available here.
 DQ3655
 DQ3655.Click photographs - Photos may exist for this station.
 DQ3655
 DQ3655.The dynamic height is computed by dividing the NAVD 88
 DQ3655.geopotential number by the normal gravity value computed on the
 DQ3655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3655.degrees latitude (g = 980.6199 gals.).
 DQ3655
 DQ3655.The modeled gravity was interpolated from observed gravity values.
 DQ3655
 DQ3655;                    North         East    Units  Estimated Accuracy
 DQ3655;SPC FL W     -   515,729.      165,883.      MT  (+/- 10 meters HH2 GPS)
 DQ3655
 DQ3655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6847707385(NAD 83)
 DQ3655
 DQ3655                          SUPERSEDED SURVEY CONTROL
 DQ3655
 DQ3655.No superseded survey control is available for this station.
 DQ3655
 DQ3655_MARKER: DD = SURVEY DISK
 DQ3655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3655_STAMPING: 22927 A 2015
 DQ3655_MARK LOGO: SWFWMD
 DQ3655_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3655_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3655+STABILITY: SURFACE MOTION
 DQ3655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3655+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2018
 DQ3655
 DQ3655  HISTORY     - Date     Condition        Report By
 DQ3655  HISTORY     - 20151205 MONUMENTED       FLDEP
 DQ3655  HISTORY     - 20180517 GOOD             SWFWMD
 DQ3655
 DQ3655                          STATION DESCRIPTION
 DQ3655
 DQ3655'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3655'THE MARK IS ABOUT 10.6 MI (17.1 KM) NORTH OF INVERNESS, 7.9 MI (12.7
 DQ3655'KM) EAST-SOUTHEAST OF DUNNELLON, 4.5 MI (7.2 KM) EAST-NORTHEAST OF
 DQ3655'HOLDER, IN SECTION 30, TOWNSHIP 17 SOUTH, RANGE 20 EAST.
 DQ3655'
 DQ3655'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 200 AND COUNTY ROAD
 DQ3655'491 (NORTH LECATO HIGHWAY) ABOUT 3.4 MI (5.5 KM) EAST OF HOLDER, GO
 DQ3655'NORTHEAST ON STATE ROAD 200 FOR 1.15 MI (1.85 KM) TO THE MARK ON THE
 DQ3655'RIGHT, AN ALUMINUM ROD DRIVEN TO A DEPTH OF 29.5 FT (9.0 M) WITH AN
 DQ3655'ALUMINUM DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DQ3655'MONUMENT RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND
 DQ3655'ABOUT 3.5 FT (1.1 M) BELOW THE LEVEL OF STATE ROAD 200.
 DQ3655'
 DQ3655'LOCATED 77.0 FT (23.5 M) SOUTHWEST OF THE SOUTHWEST END OF A METAL
 DQ3655'GUARDRAIL, 42.5 FT (13.0 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DQ3655'STATE ROAD 200, 10.0 FT (3.0 M) NORTHWEST OF A BARB WIRE FENCE AND 9.5
 DQ3655'FT (2.9 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DQ3655'
 DQ3655'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DQ3655'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DQ3655
 DQ3655                          STATION RECOVERY (2018)
 DQ3655
 DQ3655'RECOVERY NOTE BY SW FL WTR MGMT DIST 2018 (WJO)
 DQ3655'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3658 ***********************************************************************
 DQ3658  DESIGNATION -  22927 B
 DQ3658  PID         -  DQ3658
 DQ3658  STATE/COUNTY-  FL/MARION
 DQ3658  COUNTRY     -  US
 DQ3658  USGS QUAD   -  STOKES FERRY (2018)
 DQ3658
 DQ3658                         *CURRENT SURVEY CONTROL
 DQ3658  ______________________________________________________________________
 DQ3658* NAD 83(1986) POSITION- 28 59 22.5    (N) 082 20 54.8    (W)   HD_HELD2
 DQ3658* NAVD 88 ORTHO HEIGHT -    12.122 (meters)       39.77  (feet) ADJUSTED
 DQ3658  ______________________________________________________________________
 DQ3658  GEOID HEIGHT    -        -27.549 (meters)                     GEOID18
 DQ3658  DYNAMIC HEIGHT  -         12.104 (meters)       39.71  (feet) COMP
 DQ3658  MODELED GRAVITY -    979,231.2   (mgal)                       NAVD 88
 DQ3658
 DQ3658  VERT ORDER      -  SECOND    CLASS I
 DQ3658
 DQ3658.The horizontal coordinates were established by autonomous hand held GPS
 DQ3658.observations and have an estimated accuracy of +/- 10 meters.
 DQ3658
 DQ3658.The orthometric height was determined by differential leveling and
 DQ3658.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3658.in December 2016.
 DQ3658
 DQ3658.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3658.GEOID18 height accuracy estimate available here.
 DQ3658
 DQ3658.Click photographs - Photos may exist for this station.
 DQ3658
 DQ3658.The dynamic height is computed by dividing the NAVD 88
 DQ3658.geopotential number by the normal gravity value computed on the
 DQ3658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3658.degrees latitude (g = 980.6199 gals.).
 DQ3658
 DQ3658.The modeled gravity was interpolated from observed gravity values.
 DQ3658
 DQ3658;                    North         East    Units  Estimated Accuracy
 DQ3658;SPC FL W     -   515,926.      166,036.      MT  (+/- 10 meters HH2 GPS)
 DQ3658
 DQ3658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6863107580(NAD 83)
 DQ3658
 DQ3658                          SUPERSEDED SURVEY CONTROL
 DQ3658
 DQ3658.No superseded survey control is available for this station.
 DQ3658
 DQ3658_MARKER: DD = SURVEY DISK
 DQ3658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3658_STAMPING: 22927 B 2015
 DQ3658_MARK LOGO: SWFWMD
 DQ3658_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3658_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3658+STABILITY: SURFACE MOTION
 DQ3658_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3658+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2015
 DQ3658
 DQ3658  HISTORY     - Date     Condition        Report By
 DQ3658  HISTORY     - 20151205 MONUMENTED       FLDEP
 DQ3658
 DQ3658                          STATION DESCRIPTION
 DQ3658
 DQ3658'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3658'THE MARK IS ABOUT 10.7 MI (17.2 KM) NORTH OF INVERNESS, 7.9 MI (12.7
 DQ3658'KM) EAST-SOUTHEAST OF DUNNELLON, 4.7 MI (7.6 KM) EAST-NORTHEAST OF
 DQ3658'HOLDER, IN SECTION 30, TOWNSHIP 17 SOUTH, RANGE 20 EAST.
 DQ3658'
 DQ3658'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 200 AND COUNTY ROAD
 DQ3658'491 (NORTH LECATO HIGHWAY) ABOUT 3.4 MI (5.5 KM) EAST OF HOLDER, GO
 DQ3658'NORTHEAST ON STATE ROAD 200 FOR 1.3 MI (2.1 KM) TO THE MARK ON THE
 DQ3658'RIGHT, AN ALUMINUM ROD DRIVEN TO A DEPTH OF 31.4 FT (9.6 M) WITH AN
 DQ3658'ALUMINUM DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DQ3658'MONUMENT RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND
 DQ3658'ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL OF STATE ROAD 200.
 DQ3658'
 DQ3658'LOCATED 87.5 FT (26.7 M) NORTHEAST OF THE NORTHEAST END OF A METAL
 DQ3658'GUARDRAIL, 29.5 FT (9.0 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DQ3658'STATE ROAD 200, 17.0 FT (5.2 M) NORTHWEST OF A 14-INCH (36 CM)
 DQ3658'DIAMETER GUM TREE AND 8.0 FT (2.4 M) NORTHWEST OF A CARSONITE WITNESS
 DQ3658'POST.
 DQ3658'
 DQ3658'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DQ3658'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3585 ***********************************************************************
 BE3585  DESIGNATION -  23
 BE3585  PID         -  BE3585
 BE3585  STATE/COUNTY-  FL/BAY
 BE3585  COUNTRY     -  US
 BE3585  USGS QUAD   -  LONG POINT (2018)
 BE3585
 BE3585                         *CURRENT SURVEY CONTROL
 BE3585  ______________________________________________________________________
 BE3585* NAD 83(1990) POSITION- 30 03 04.78753(N) 085 30 39.54480(W)   ADJUSTED
 BE3585* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 BE3585  ______________________________________________________________________
 BE3585  GEOID HEIGHT    -        -27.631 (meters)                     GEOID18
 BE3585  LAPLACE CORR    -         -0.18  (seconds)                    DEFLEC18
 BE3585  HORZ ORDER      -  SECOND
 BE3585
 BE3585.The horizontal coordinates were established by classical geodetic methods
 BE3585.and adjusted by the National Geodetic Survey in May 1991.
 BE3585
 BE3585.The orthometric height was scaled from a topographic map.
 BE3585
 BE3585.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3585.GEOID18 height accuracy estimate available here.
 BE3585
 BE3585.Click photographs - Photos may exist for this station.
 BE3585
 BE3585.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE3585
 BE3585. The following values were computed from the NAD 83(1990) position.
 BE3585
 BE3585;                    North         East     Units Scale Factor Converg.
 BE3585;SPC FL N     -   116,969.226   502,510.196   MT  0.99995047   -0 30 29.0
 BE3585;SPC FL N     -   383,756.54  1,648,652.20   sFT  0.99995047   -0 30 29.0
 BE3585;UTM  16      - 3,325,407.347   643,546.232   MT  0.99985422   +0 44 44.8
 BE3585
 BE3585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3585!SPC FL N     -   1.00000421  x   0.99995047  =   0.99995468
 BE3585!UTM  16      -   1.00000421  x   0.99985422  =   0.99985842
 BE3585
 BE3585:                Primary Azimuth Mark                     Grid Az
 BE3585:SPC FL N     -  ALA                                      006 14 41.6
 BE3585:UTM  16      -  ALA                                      004 59 27.8
 BE3585
 BE3585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU4354625407(NAD 83)
 BE3585
 BE3585|---------------------------------------------------------------------|
 BE3585| PID    Reference Object                     Distance      Geod. Az  |
 BE3585|                                                           dddmmss.s |
 BE3585| BE3583 ALA                                 APPROX. 4.7 KM 0054412.6 |
 BE3585| CW2618 23 RM 2                              28.209 METERS 07639     |
 BE3585| CW2617 23 RM 1                              25.922 METERS 26406     |
 BE3585|---------------------------------------------------------------------|
 BE3585
 BE3585                          SUPERSEDED SURVEY CONTROL
 BE3585
 BE3585  NAD 83(1986)-  30 03 04.79830(N)    085 30 39.55800(W) AD(       ) 2
 BE3585  NAD 27      -  30 03 04.06800(N)    085 30 39.83500(W) AD(       ) 2
 BE3585
 BE3585.Superseded values are not recommended for survey control.
 BE3585
 BE3585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3585.See file dsdata.pdf to determine how the superseded data were derived.
 BE3585
 BE3585_MARKER: I = METAL ROD
 BE3585_SETTING: 0 = UNSPECIFIED SETTING
 BE3585
 BE3585  HISTORY     - Date     Condition        Report By
 BE3585  HISTORY     - 1934     MONUMENTED       USACE
 BE3585  HISTORY     - 1977     GOOD             NGS
 BE3585  HISTORY     - 1986     POOR             USPSQD
 BE3585  HISTORY     - 19970420 GOOD             USPSQD
 BE3585
 BE3585                          STATION DESCRIPTION
 BE3585
 BE3585'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1934 (WDP)
 BE3585'THIS STATION IS LOCATED ON THE S SHORE OF EAST BAY.  ON A POINT
 BE3585'ABOUT 1-1/2 MILES SE OF GOOSE POINT.  ABOUT 95 METERS W OF THE
 BE3585'EASTERN SHORE OF THE POINT.  AND ABOUT 5 METERS INSHORE FROM
 BE3585'HIGH-WATER LINE.  STATION IS MARKED BY A BRASS ROD SET IN A
 BE3585'6-INCH CONCRETE POST WHICH EXTENDS ABOUT 4 INCHES ABOVE THE
 BE3585'GROUND.
 BE3585'
 BE3585'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 BE3585'CONCRETE, IN THE TOP OF A TILE.
 BE3585'
 BE3585'REFERENCE MARK NO. 1, 1934 IS LOCATED 25.9 METERS SW OF THE
 BE3585'STATION.  AND IS STAMPED U.S.E.D. 23, 1934 NO. 1.  REFERENCE
 BE3585'MARK NO. 2, 1934 IS LOCATED 28.2 METERS NE OF THE STATION, AND
 BE3585'IS STAMPED U.S.E.D. 23, 1934 NO. 2.
 BE3585'
 BE3585'HEIGHT OF LIGHT ABOVE STATION MARK 10.3 METERS.
 BE3585
 BE3585                          STATION RECOVERY (1977)
 BE3585
 BE3585'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRW)
 BE3585'STATION AND RM NO. 1 WERE RECOVERED AS DESCRIBED IN GOOD
 BE3585'CONDITION.  RM NO. 2 WAS RECOVERED DESTROYED.
 BE3585
 BE3585                          STATION RECOVERY (1986)
 BE3585
 BE3585'RECOVERY NOTE BY US POWER SQUADRON 1986 (JEP)
 BE3585'MARK RECOVERED IN POOR CONDITION.
 BE3585
 BE3585                          STATION RECOVERY (1997)
 BE3585
 BE3585'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE3585'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI7644 ***********************************************************************
 DI7644  DESIGNATION -  23
 DI7644  PID         -  DI7644
 DI7644  STATE/COUNTY-  FL/SARASOTA
 DI7644  COUNTRY     -  US
 DI7644  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DI7644
 DI7644                         *CURRENT SURVEY CONTROL
 DI7644  ______________________________________________________________________
 DI7644* NAD 83(1986) POSITION- 27 14 32.     (N) 082 19 20.     (W)   SCALED
 DI7644* NAVD 88 ORTHO HEIGHT -     6.680 (meters)       21.92  (feet) ADJUSTED
 DI7644  ______________________________________________________________________
 DI7644  GEOID HEIGHT    -        -24.337 (meters)                     GEOID18
 DI7644  DYNAMIC HEIGHT  -          6.670 (meters)       21.88  (feet) COMP
 DI7644  MODELED GRAVITY -    979,123.2   (mgal)                       NAVD 88
 DI7644
 DI7644  VERT ORDER      -  FIRST     CLASS II
 DI7644
 DI7644.The horizontal coordinates were scaled from a map and have
 DI7644.an estimated accuracy of +/- 6 seconds.
 DI7644
 DI7644.The orthometric height was determined by differential leveling and
 DI7644.adjusted by the NATIONAL GEODETIC SURVEY
 DI7644.in May 2008.
 DI7644
 DI7644.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7644.GEOID18 height accuracy estimate available here.
 DI7644
 DI7644.Click photographs - Photos may exist for this station.
 DI7644
 DI7644.The dynamic height is computed by dividing the NAVD 88
 DI7644.geopotential number by the normal gravity value computed on the
 DI7644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7644.degrees latitude (g = 980.6199 gals.).
 DI7644
 DI7644.The modeled gravity was interpolated from observed gravity values.
 DI7644
 DI7644;                    North         East    Units  Estimated Accuracy
 DI7644;SPC FL W     -   322,280.      168,090.      MT  (+/- 180 meters Scaled)
 DI7644
 DI7644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL690139(NAD 83)
 DI7644
 DI7644                          SUPERSEDED SURVEY CONTROL
 DI7644
 DI7644.No superseded survey control is available for this station.
 DI7644
 DI7644_MARKER: DD = SURVEY DISK
 DI7644_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI7644_SP_SET: BRIDGE ABUTMENT
 DI7644_STAMPING: 23
 DI7644_MARK LOGO: FLSRD
 DI7644_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI7644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI7644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI7644+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 DI7644
 DI7644  HISTORY     - Date     Condition        Report By
 DI7644  HISTORY     - UNK      MONUMENTED       FLSRD
 DI7644  HISTORY     - 20050724 GOOD             FLDEP
 DI7644
 DI7644                          STATION DESCRIPTION
 DI7644
 DI7644'DESCRIBED BY FL DEPT OF ENV PRO 2005 (BPJ)
 DI7644'THE MARK IS ABOUT 12.5 MI SOUTHEAST OF SARASOTA, IN SECTION 20,
 DI7644'TOWNSHIP 37 SOUTH, RANGE  20 EAST.
 DI7644'
 DI7644'TO REACH THE MARK FROM THE INTERSTATE 75 OVERPASS AND STATE ROAD 72
 DI7644'ABOUT 5.5 MI  SOUTHEAST OF SARASOTA, GO EAST ON STATE ROAD 72 FOR 3.15
 DI7644'MI TO THE JUNCTION OF BEE RIDGE  ROAD ON THE LEFT, CONTINUE SOUTHEAST
 DI7644'ON STATE ROAD 72 FOR 5.05 MI TO THE NORTHEAST END  OF THE BRIDGE AND
 DI7644'THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE BRIDGE ABUTMENT
 DI7644'WINGWALL ABOUT 0.7 FT ABOVE THE LEVEL OF STATE ROAD 72.
 DI7644'
 DI7644'LOCATED 15.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 72,
 DI7644'3.1 FT NORTH OF  THE METAL GUARDRAIL, 1.4 FT SOUTH OF THE NORTH END OF
 DI7644'THE NORTHWEST BRIDGE ABUTMENT  WINGWALL AND 0.3 FT NORTH OF A CONCRETE
 DI7644'GUARDRAIL.
 DI7644'
 DI7644'NOTE THE MONUMENTED DATE IS UNKNOWN BUT THE BRIDGE WAS BUILT IN 1954.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5341 ***********************************************************************
 AK5341  DESIGNATION -  23 A
 AK5341  PID         -  AK5341
 AK5341  STATE/COUNTY-  FL/SEMINOLE
 AK5341  COUNTRY     -  US
 AK5341  USGS QUAD   -  CASSELBERRY (2018)
 AK5341
 AK5341                         *CURRENT SURVEY CONTROL
 AK5341  ______________________________________________________________________
 AK5341* NAD 83(1986) POSITION- 28 41 42.     (N) 081 20 46.     (W)   SCALED
 AK5341* NAVD 88 ORTHO HEIGHT -    24.601 (meters)       80.71  (feet) ADJUSTED
 AK5341  ______________________________________________________________________
 AK5341  GEOID HEIGHT    -        -27.699 (meters)                     GEOID18
 AK5341  DYNAMIC HEIGHT  -         24.566 (meters)       80.60  (feet) COMP
 AK5341  MODELED GRAVITY -    979,227.0   (mgal)                       NAVD 88
 AK5341
 AK5341  VERT ORDER      -  FIRST     CLASS II
 AK5341
 AK5341.The horizontal coordinates were scaled from a map and have
 AK5341.an estimated accuracy of +/- 6 seconds.
 AK5341
 AK5341.The orthometric height was determined by differential leveling and
 AK5341.adjusted by the NATIONAL GEODETIC SURVEY
 AK5341.in June 1991.
 AK5341
 AK5341.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5341.GEOID18 height accuracy estimate available here.
 AK5341
 AK5341.Click photographs - Photos may exist for this station.
 AK5341
 AK5341.The dynamic height is computed by dividing the NAVD 88
 AK5341.geopotential number by the normal gravity value computed on the
 AK5341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5341.degrees latitude (g = 980.6199 gals.).
 AK5341
 AK5341.The modeled gravity was interpolated from observed gravity values.
 AK5341
 AK5341;                    North         East    Units  Estimated Accuracy
 AK5341;SPC FL E     -   483,280.      166,180.      MT  (+/- 180 meters Scaled)
 AK5341
 AK5341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM661742(NAD 83)
 AK5341
 AK5341                          SUPERSEDED SURVEY CONTROL
 AK5341
 AK5341  NGVD 29 (09/01/92)   24.918  (m)           81.75   (f) ADJUSTED    1 2
 AK5341
 AK5341.Superseded values are not recommended for survey control.
 AK5341
 AK5341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5341.See file dsdata.pdf to determine how the superseded data were derived.
 AK5341
 AK5341_MARKER: DD = SURVEY DISK
 AK5341_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5341_SP_SET: BOX CULVERT HEADWALL
 AK5341_STAMPING: 23-A 81.80
 AK5341_MARK LOGO: FLHD
 AK5341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5341+STABILITY: SURFACE MOTION
 AK5341
 AK5341  HISTORY     - Date     Condition        Report By
 AK5341  HISTORY     - UNK      MONUMENTED       FLHD
 AK5341  HISTORY     - 1978     GOOD             NGS
 AK5341  HISTORY     - 20021230 MARK NOT FOUND   INDIV
 AK5341  HISTORY     - 20210715 MARK NOT FOUND   GEOCAC
 AK5341
 AK5341                          STATION DESCRIPTION
 AK5341
 AK5341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AK5341'IN LONGWOOD.
 AK5341'0.2 MILE SOUTH ALONG COUNTY HIGHWAY 427 FROM THE JUNCTION OF COUNTY
 AK5341'HIGHWAYS 427 AND 436 IN LONGWOOD TO THE MARK ON THE RIGHT, SET IN TOP
 AK5341'OF THE NORTH END OF WEST CONCRETE BOX CULVERT UNDER HIGHWAY, 45 FEET
 AK5341'NORTH OF POWER POLE NUMBER R4BB73, 29 FEET WEST OF THE CENTER LINE OF
 AK5341'THE HIGHWAY, 18 FEET NORTHWEST OF A CATCH BASIN, AND 2.45 MILES NORTH
 AK5341'OF ALTAMONTE SPRINGS.
 AK5341'THE MARK IS 19 FT  SE FROM A WITNESS POST.
 AK5341'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AK5341
 AK5341                          STATION RECOVERY (2002)
 AK5341
 AK5341'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (KEL)
 AK5341'THE GPS TOOK ME TO THE MEDIAN OF CR427, WHICH IN 1978 MIGHT HAVE BEEN
 AK5341'THE WESTERN EDGE OF THE ROADWAY.  THIS LOCATION WAS ALSO DIRECTLY OVER
 AK5341'A STORM DRAIN (BETWEEN CULVERTS ON THE EAST AND WEST SIDES OF THE
 AK5341'ROAD)AS DESCRIBED.  THE ROADWAY HAD BEEN WIDENED SINCE 1978 AND
 AK5341'CURRENTLY, THE MEDIAN IS BEING LANDSCAPED.  ALSO, THERE IS A TYPO IN
 AK5341'THE DESCRIPTION, SR436 SHOULD BE SR434.
 AK5341
 AK5341                          STATION RECOVERY (2021)
 AK5341
 AK5341'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5341'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI3200 ***********************************************************************
 AI3200  DESIGNATION -  23 CMP
 AI3200  PID         -  AI3200
 AI3200  STATE/COUNTY-  FL/BAKER
 AI3200  COUNTRY     -  US
 AI3200  USGS QUAD   -  TAYLOR (2018)
 AI3200
 AI3200                         *CURRENT SURVEY CONTROL
 AI3200  ______________________________________________________________________
 AI3200* NAD 83(1986) POSITION- 30 26 18.     (N) 082 17 32.     (W)   SCALED
 AI3200* NAVD 88 ORTHO HEIGHT -    35.073 (meters)      115.07  (feet) ADJUSTED
 AI3200  ______________________________________________________________________
 AI3200  GEOID HEIGHT    -        -28.312 (meters)                     GEOID18
 AI3200  DYNAMIC HEIGHT  -         35.028 (meters)      114.92  (feet) COMP
 AI3200  MODELED GRAVITY -    979,345.1   (mgal)                       NAVD 88
 AI3200
 AI3200  VERT ORDER      -  SECOND    CLASS I
 AI3200
 AI3200.The horizontal coordinates were scaled from a map and have
 AI3200.an estimated accuracy of +/- 6 seconds.
 AI3200
 AI3200.The orthometric height was determined by differential leveling and
 AI3200.adjusted by the NATIONAL GEODETIC SURVEY
 AI3200.in June 2005.
 AI3200
 AI3200.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3200.GEOID18 height accuracy estimate available here.
 AI3200
 AI3200.Click photographs - Photos may exist for this station.
 AI3200
 AI3200.The dynamic height is computed by dividing the NAVD 88
 AI3200.geopotential number by the normal gravity value computed on the
 AI3200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3200.degrees latitude (g = 980.6199 gals.).
 AI3200
 AI3200.The modeled gravity was interpolated from observed gravity values.
 AI3200
 AI3200;                    North         East    Units  Estimated Accuracy
 AI3200;SPC FL N     -   161,490.      812,060.      MT  (+/- 180 meters Scaled)
 AI3200
 AI3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP759680(NAD 83)
 AI3200
 AI3200                          SUPERSEDED SURVEY CONTROL
 AI3200
 AI3200  NAVD 88 (05/04/01)   35.081  (m)          115.09   (f) SUPERSEDED  2 1
 AI3200
 AI3200.Superseded values are not recommended for survey control.
 AI3200
 AI3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI3200.See file dsdata.pdf to determine how the superseded data were derived.
 AI3200
 AI3200_MARKER: DB = BENCH MARK DISK
 AI3200_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AI3200_STAMPING: 23 CMP 1964
 AI3200_MARK LOGO: USGS
 AI3200_PROJECTION: FLUSH
 AI3200_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3200+SATELLITE: SATELLITE OBSERVATIONS - 2003
 AI3200
 AI3200  HISTORY     - Date     Condition        Report By
 AI3200  HISTORY     - 1964     MONUMENTED       USGS
 AI3200  HISTORY     - 19920123 GOOD             NGS
 AI3200  HISTORY     - 2003     GOOD             FLDEP
 AI3200
 AI3200                          STATION DESCRIPTION
 AI3200
 AI3200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 AI3200'THE MARK IS IN TAYLOR NEAR THE FIRE STATION AND CITY PARK IN SECTION
 AI3200'3, T 1 S, R 20 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD
 AI3200'S-250 AND STATE ROAD 125 IN TAYLOR, GO SOUTH ON STATE ROAD S-250 FOR
 AI3200'0.10 MI (0.16 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A
 AI3200'PREFABRICATED POST LEVEL WITH THE ROAD AND FLUSH WITH THE GROUND.
 AI3200'LOCATED 128.8 FT (39.3 M) NORTH-NORTHEAST OF THE CENTER BLOCK POST OF
 AI3200'THE TOWN VOTING BUILDING, 98.8 FT (30.1 M) EAST-SOUTHEAST OF THE
 AI3200'CENTERLINE OF STATE ROAD S-250, 20.3 FT (6.2 M) NORTHWEST OF A 14-INCH
 AI3200'DIAMETER CEDAR TREE AND 0.6 FT (18.3 CM) NORTHWEST OF A CARSONITE
 AI3200'WITNESS POST.
 AI3200
 AI3200                          STATION RECOVERY (2003)
 AI3200
 AI3200'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AI3200'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI6980 ***********************************************************************
 AI6980  DESIGNATION -  23 CMP
 AI6980  PID         -  AI6980
 AI6980  STATE/COUNTY-  FL/PUTNAM
 AI6980  COUNTRY     -  US
 AI6980  USGS QUAD   -  CRESCENT CITY (2018)
 AI6980
 AI6980                         *CURRENT SURVEY CONTROL
 AI6980  ______________________________________________________________________
 AI6980* NAD 83(1986) POSITION- 29 25 57.     (N) 081 37 04.     (W)   SCALED
 AI6980* NAVD 88 ORTHO HEIGHT -    11.440 (meters)       37.53  (feet) ADJUSTED
 AI6980  ______________________________________________________________________
 AI6980  GEOID HEIGHT    -        -28.428 (meters)                     GEOID18
 AI6980  DYNAMIC HEIGHT  -         11.424 (meters)       37.48  (feet) COMP
 AI6980  MODELED GRAVITY -    979,270.7   (mgal)                       NAVD 88
 AI6980
 AI6980  VERT ORDER      -  SECOND    CLASS I
 AI6980
 AI6980.The horizontal coordinates were scaled from a map and have
 AI6980.an estimated accuracy of +/- 6 seconds.
 AI6980
 AI6980.The orthometric height was determined by differential leveling and
 AI6980.adjusted by the NATIONAL GEODETIC SURVEY
 AI6980.in April 2001.
 AI6980
 AI6980.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6980.GEOID18 height accuracy estimate available here.
 AI6980
 AI6980.Click photographs - Photos may exist for this station.
 AI6980
 AI6980.The dynamic height is computed by dividing the NAVD 88
 AI6980.geopotential number by the normal gravity value computed on the
 AI6980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6980.degrees latitude (g = 980.6199 gals.).
 AI6980
 AI6980.The modeled gravity was interpolated from observed gravity values.
 AI6980
 AI6980;                    North         East    Units  Estimated Accuracy
 AI6980;SPC FL E     -   565,120.      140,060.      MT  (+/- 180 meters Scaled)
 AI6980
 AI6980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN400560(NAD 83)
 AI6980
 AI6980                          SUPERSEDED SURVEY CONTROL
 AI6980
 AI6980.No superseded survey control is available for this station.
 AI6980
 AI6980_MARKER: DB = BENCH MARK DISK
 AI6980_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI6980_SP_SET: CULVERT HEADWALL
 AI6980_STAMPING: 23 CMP 1969
 AI6980_MARK LOGO: USGS
 AI6980_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6980+STABILITY: SURFACE MOTION
 AI6980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6980+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2003
 AI6980
 AI6980  HISTORY     - Date     Condition        Report By
 AI6980  HISTORY     - 1969     MONUMENTED       USGS
 AI6980  HISTORY     - 19930914 GOOD             FLDEP
 AI6980  HISTORY     - 20030116 GOOD             FLDEP
 AI6980
 AI6980                          STATION DESCRIPTION
 AI6980
 AI6980'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6980'THE STATION IS ABOUT 8.1 MI (13.0 KM) WEST OF CRESCENT CITY, 1.55 MI
 AI6980'(2.49 KM) EAST OF FRUITLAND IN SECTION 30, TOWNSHIP 12 SOUTH, RANGE 27
 AI6980'EAST. TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROADS C-308 EAST
 AI6980'AND C-309 IN FRUITLAND, GO NORTHEAST ON C-308 FOR 1.55 MI (2.49 KM) TO
 AI6980'THE MARK ON THE RIGHT. LOCATED AT A DRAIN CROSSING IN THE CENTER OF
 AI6980'THE SOUTH HEADWALL OF CULVERT, 27.7 FT (8.4 M) EAST OF A CARSONITE
 AI6980'WITNESS POST, 20.0 FT (6.1 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 AI6980'C-308 AND 0.3 FT (9.1 CM) HIGHER THAN THE LEVEL OF THE ROAD.
 AI6980
 AI6980                          STATION RECOVERY (2003)
 AI6980
 AI6980'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (RKW)
 AI6980'THE MARK IS ABOUT 6.6 MI WEST OF CRESCENT CITY, 1.55 MI EAST OF
 AI6980'FRUITLAND, IN SECTION 30,
 AI6980'TOWNSHIP 12 SOUTH, RANGE 27 EAST.
 AI6980'
 AI6980'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 308 AND U.S.
 AI6980'HIGHWAY 17 IN CRESCENT
 AI6980'CITY, GO WEST ON COUNTY ROAD 308 FOR 3.2 MI TO THE JUNCTION OF
 AI6980'HUNTINGTON SHORTCUT
 AI6980'ROAD ON THE RIGHT, CONTINUE WEST ON COUNTY ROAD 308 FOR 3.6 MI TO THE
 AI6980'MARK ON THE LEFT,
 AI6980'SET FLUSH IN THE CENTER OF THE CULVERT HEADWALL.
 AI6980'
 AI6980'LOCATED 63.0 FT SOUTHEAST OF A POWER POLE, 33.9 FT WEST OF THE EAST
 AI6980'END OF THE HEADWALL,
 AI6980'26.7 FT EAST OF A CARSONITE WITNESS POST AND 19.0 FT SOUTH OF THE
 AI6980'CENTERLINE OF COUNTY
 AI6980'ROAD 308.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0755 ***********************************************************************
 AQ0755  DESIGNATION -  23 JAS
 AQ0755  PID         -  AQ0755
 AQ0755  STATE/COUNTY-  FL/LAKE
 AQ0755  COUNTRY     -  US
 AQ0755  USGS QUAD   -  ASTOR (2018)
 AQ0755
 AQ0755                         *CURRENT SURVEY CONTROL
 AQ0755  ______________________________________________________________________
 AQ0755* NAD 83(1986) POSITION- 29 09 30.     (N) 081 35 22.     (W)   SCALED
 AQ0755* NAVD 88 ORTHO HEIGHT -    17.288 (meters)       56.72  (feet) ADJUSTED
 AQ0755  ______________________________________________________________________
 AQ0755  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 AQ0755  DYNAMIC HEIGHT  -         17.264 (meters)       56.64  (feet) COMP
 AQ0755  MODELED GRAVITY -    979,240.8   (mgal)                       NAVD 88
 AQ0755
 AQ0755  VERT ORDER      -  FIRST     CLASS II
 AQ0755
 AQ0755.The horizontal coordinates were scaled from a map and have
 AQ0755.an estimated accuracy of +/- 6 seconds.
 AQ0755
 AQ0755.The orthometric height was determined by differential leveling and
 AQ0755.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0755.in June 1991.
 AQ0755
 AQ0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0755.GEOID18 height accuracy estimate available here.
 AQ0755
 AQ0755.Click photographs - Photos may exist for this station.
 AQ0755
 AQ0755.The dynamic height is computed by dividing the NAVD 88
 AQ0755.geopotential number by the normal gravity value computed on the
 AQ0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0755.degrees latitude (g = 980.6199 gals.).
 AQ0755
 AQ0755.The modeled gravity was interpolated from observed gravity values.
 AQ0755
 AQ0755;                    North         East    Units  Estimated Accuracy
 AQ0755;SPC FL E     -   534,720.      142,660.      MT  (+/- 180 meters Scaled)
 AQ0755
 AQ0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN426256(NAD 83)
 AQ0755
 AQ0755                          SUPERSEDED SURVEY CONTROL
 AQ0755
 AQ0755  NGVD 29 (??/??/92)   17.607  (m)           57.77   (f) ADJ UNCH    1 2
 AQ0755
 AQ0755.Superseded values are not recommended for survey control.
 AQ0755
 AQ0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0755.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0755
 AQ0755_MARKER: DD = SURVEY DISK
 AQ0755_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ0755_SP_SET: CULVERT HEADWALL
 AQ0755_STAMPING: 23 JAS 1966 58
 AQ0755_MARK LOGO: USGS
 AQ0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0755+STABILITY: SURFACE MOTION
 AQ0755
 AQ0755  HISTORY     - Date     Condition        Report By
 AQ0755  HISTORY     - 1966     MONUMENTED       USGS
 AQ0755  HISTORY     - 1968     GOOD             CGS
 AQ0755  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AQ0755
 AQ0755                          STATION DESCRIPTION
 AQ0755
 AQ0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0755'4.4 MI W FROM ASTOR.
 AQ0755'ABOUT 4.4 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0755'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, SET ON THE
 AQ0755'TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL FOR A 2-FOOT
 AQ0755'CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 28 FEET NORTH OF THE
 AQ0755'CENTER LINE OF THE HIGHWAY AND 2 1/2 FEET BELOW THE LEVEL OF
 AQ0755'THE HIGHWAY.
 AQ0755
 AQ0755                          STATION RECOVERY (1997)
 AQ0755
 AQ0755'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ0755'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0161 ***********************************************************************
 BE0161  DESIGNATION -  23 JWM USGS
 BE0161  PID         -  BE0161
 BE0161  STATE/COUNTY-  FL/JACKSON
 BE0161  COUNTRY     -  US
 BE0161  USGS QUAD   -  MALONE (2018)
 BE0161
 BE0161                         *CURRENT SURVEY CONTROL
 BE0161  ______________________________________________________________________
 BE0161* NAD 83(1986) POSITION- 30 58 58.     (N) 085 10 49.     (W)   SCALED
 BE0161* NAVD 88 ORTHO HEIGHT -    46.284 (meters)      151.85  (feet) ADJUSTED
 BE0161  ______________________________________________________________________
 BE0161  GEOID HEIGHT    -        -27.914 (meters)                     GEOID18
 BE0161  DYNAMIC HEIGHT  -         46.225 (meters)      151.66  (feet) COMP
 BE0161  MODELED GRAVITY -    979,371.1   (mgal)                       NAVD 88
 BE0161
 BE0161  VERT ORDER      -  SECOND    CLASS 0
 BE0161
 BE0161.The horizontal coordinates were scaled from a map and have
 BE0161.an estimated accuracy of +/- 6 seconds.
 BE0161
 BE0161.The orthometric height was determined by differential leveling and
 BE0161.adjusted by the NATIONAL GEODETIC SURVEY
 BE0161.in June 1991.
 BE0161
 BE0161.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0161.GEOID18 height accuracy estimate available here.
 BE0161
 BE0161.Click photographs - Photos may exist for this station.
 BE0161
 BE0161.The dynamic height is computed by dividing the NAVD 88
 BE0161.geopotential number by the normal gravity value computed on the
 BE0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0161.degrees latitude (g = 980.6199 gals.).
 BE0161
 BE0161.The modeled gravity was interpolated from observed gravity values.
 BE0161
 BE0161;                    North         East    Units  Estimated Accuracy
 BE0161;SPC FL N     -   219,990.      535,020.      MT  (+/- 180 meters Scaled)
 BE0161
 BE0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV737291(NAD 83)
 BE0161
 BE0161                          SUPERSEDED SURVEY CONTROL
 BE0161
 BE0161  NGVD 29 (??/??/92)   46.402  (m)          152.24   (f) ADJ UNCH    2 0
 BE0161
 BE0161.Superseded values are not recommended for survey control.
 BE0161
 BE0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0161.See file dsdata.pdf to determine how the superseded data were derived.
 BE0161
 BE0161_MARKER: DD = SURVEY DISK
 BE0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0161_STAMPING: 23 JWM 1951 152
 BE0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0161+STABILITY: SURFACE MOTION
 BE0161
 BE0161  HISTORY     - Date     Condition        Report By
 BE0161  HISTORY     - 1951     MONUMENTED       USGS
 BE0161  HISTORY     - 1952     GOOD             CGS
 BE0161  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0161
 BE0161                          STATION DESCRIPTION
 BE0161
 BE0161'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0161'2.2 MI NW FROM MALONE.
 BE0161'ABOUT 2.25 MILES NORTHWEST ALONG STATE HIGHWAY 71 FROM THE
 BE0161'INTERSECTION OF STATE HIGHWAY 2 AT MALONE, AT A NORTH-SOUTH
 BE0161'SAND CROSSROAD, 48 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 27
 BE0161'FEET EAST OF CENTER LINE OF ROAD NORTH, 19 FEET SOUTHEAST OF A FENCE
 BE0161'CORNER, 2 1/2 FEET SOUTHWEST OF A FENCE LINE, 1 FOOT NORTHWEST OF
 BE0161'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY
 BE0161'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BE0161
 BE0161                          STATION RECOVERY (2001)
 BE0161
 BE0161'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0161'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0061 ***********************************************************************
 AQ0061  DESIGNATION -  23.6
 AQ0061  PID         -  AQ0061
 AQ0061  STATE/COUNTY-  FL/PUTNAM
 AQ0061  COUNTRY     -  US
 AQ0061  USGS QUAD   -  PALATKA (2018)
 AQ0061
 AQ0061                         *CURRENT SURVEY CONTROL
 AQ0061  ______________________________________________________________________
 AQ0061* NAD 83(1986) POSITION- 29 39 01.     (N) 081 38 26.     (W)   SCALED
 AQ0061* NAVD 88 ORTHO HEIGHT -     6.801 (meters)       22.31  (feet) ADJUSTED
 AQ0061  ______________________________________________________________________
 AQ0061  GEOID HEIGHT    -        -28.428 (meters)                     GEOID18
 AQ0061  DYNAMIC HEIGHT  -          6.792 (meters)       22.28  (feet) COMP
 AQ0061  MODELED GRAVITY -    979,289.2   (mgal)                       NAVD 88
 AQ0061
 AQ0061  VERT ORDER      -  FIRST     CLASS II
 AQ0061
 AQ0061.The horizontal coordinates were scaled from a map and have
 AQ0061.an estimated accuracy of +/- 6 seconds.
 AQ0061
 AQ0061.The orthometric height was determined by differential leveling and
 AQ0061.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0061.in June 1991.
 AQ0061
 AQ0061.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0061.GEOID18 height accuracy estimate available here.
 AQ0061
 AQ0061.Click photographs - Photos may exist for this station.
 AQ0061
 AQ0061.The dynamic height is computed by dividing the NAVD 88
 AQ0061.geopotential number by the normal gravity value computed on the
 AQ0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0061.degrees latitude (g = 980.6199 gals.).
 AQ0061
 AQ0061.The modeled gravity was interpolated from observed gravity values.
 AQ0061
 AQ0061;                    North         East    Units  Estimated Accuracy
 AQ0061;SPC FL E     -   589,280.      137,980.      MT  (+/- 180 meters Scaled)
 AQ0061
 AQ0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN380802(NAD 83)
 AQ0061
 AQ0061                          SUPERSEDED SURVEY CONTROL
 AQ0061
 AQ0061  NGVD 29 (??/??/92)    7.08   (m)           23.2    (f) COMPUTED    1 2
 AQ0061
 AQ0061.Superseded values are not recommended for survey control.
 AQ0061
 AQ0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0061.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0061
 AQ0061_MARKER: Q = CHISELED SQUARE
 AQ0061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ0061_SP_SET: CURB
 AQ0061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0061
 AQ0061  HISTORY     - Date     Condition        Report By
 AQ0061  HISTORY     - UNK      MONUMENTED       USGS
 AQ0061  HISTORY     - 1970     GOOD             LOCENG
 AQ0061
 AQ0061                          STATION DESCRIPTION
 AQ0061
 AQ0061'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 AQ0061'AT PALATKA, PUTNAM COUNTY, AT UNION STATION, AT THE SOUTHEAST
 AQ0061'CORNER OF THE TRAIN SHED AND PLATFORM, IN THE TOP OF THE CORNER
 AQ0061'OF A CONCRETE CURB.  A CHISELED SQUARE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0074 ***********************************************************************
 AL0074  DESIGNATION -  230
 AL0074  PID         -  AL0074
 AL0074  STATE/COUNTY-  FL/PINELLAS
 AL0074  COUNTRY     -  US
 AL0074  USGS QUAD   -  ELFERS (2018)
 AL0074
 AL0074                         *CURRENT SURVEY CONTROL
 AL0074  ______________________________________________________________________
 AL0074* NAD 83(1986) POSITION- 28 08 13.     (N) 082 44 23.     (W)   SCALED
 AL0074* NAVD 88 ORTHO HEIGHT -     2.133 (meters)        7.00  (feet) ADJUSTED
 AL0074  ______________________________________________________________________
 AL0074  GEOID HEIGHT    -        -25.099 (meters)                     GEOID18
 AL0074  DYNAMIC HEIGHT  -          2.129 (meters)        6.98  (feet) COMP
 AL0074  MODELED GRAVITY -    979,194.5   (mgal)                       NAVD 88
 AL0074
 AL0074  VERT ORDER      -  SECOND    CLASS II
 AL0074
 AL0074.The horizontal coordinates were scaled from a map and have
 AL0074.an estimated accuracy of +/- 6 seconds.
 AL0074
 AL0074.The orthometric height was determined by differential leveling and
 AL0074.adjusted by the NATIONAL GEODETIC SURVEY
 AL0074.in June 1991.
 AL0074
 AL0074.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0074.GEOID18 height accuracy estimate available here.
 AL0074
 AL0074.Click photographs - Photos may exist for this station.
 AL0074
 AL0074.The dynamic height is computed by dividing the NAVD 88
 AL0074.geopotential number by the normal gravity value computed on the
 AL0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0074.degrees latitude (g = 980.6199 gals.).
 AL0074
 AL0074.The modeled gravity was interpolated from observed gravity values.
 AL0074
 AL0074;                    North         East    Units  Estimated Accuracy
 AL0074;SPC FL W     -   421,610.      127,340.      MT  (+/- 180 meters Scaled)
 AL0074
 AL0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291135(NAD 83)
 AL0074
 AL0074                          SUPERSEDED SURVEY CONTROL
 AL0074
 AL0074  NGVD 29 (??/??/92)    2.392  (m)            7.85   (f) ADJ UNCH    2 2
 AL0074
 AL0074.Superseded values are not recommended for survey control.
 AL0074
 AL0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0074.See file dsdata.pdf to determine how the superseded data were derived.
 AL0074
 AL0074_MARKER: DD = SURVEY DISK
 AL0074_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0074_SP_SET: CULVERT HEADWALL
 AL0074_STAMPING: 230
 AL0074_MARK LOGO: FLSRD
 AL0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0074+STABILITY: SURFACE MOTION
 AL0074
 AL0074  HISTORY     - Date     Condition        Report By
 AL0074  HISTORY     - UNK      MONUMENTED       FLHD
 AL0074  HISTORY     - 1976     GOOD             FLDT
 AL0074  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0074
 AL0074                          STATION DESCRIPTION
 AL0074
 AL0074'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0074'AT TARPON SPRING.
 AL0074'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0074'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 0.7 MILE.
 AL0074'STATION ON LEFT, 61.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0074'72.0 FT. NW OF POWER/LIGHT POLE, NUMBER 2-25711.  SET IN TOP
 AL0074'OF CONCRETE HEADWALL.  SECTION 8, T27S, R16E.
 AL0074
 AL0074                          STATION RECOVERY (1984)
 AL0074
 AL0074'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0074'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8801 ***********************************************************************
 DN8801  DESIGNATION -  23021 A
 DN8801  PID         -  DN8801
 DN8801  STATE/COUNTY-  FL/SUMTER
 DN8801  COUNTRY     -  US
 DN8801  USGS QUAD   -  LAKE PANASOFFKEE NW (2018)
 DN8801
 DN8801                         *CURRENT SURVEY CONTROL
 DN8801  ______________________________________________________________________
 DN8801* NAD 83(1986) POSITION- 28 52 50.1    (N) 082 13 40.7    (W)   HD_HELD2
 DN8801* NAVD 88 ORTHO HEIGHT -    16.266 (meters)       53.37  (feet) ADJUSTED
 DN8801  ______________________________________________________________________
 DN8801  GEOID HEIGHT    -        -27.368 (meters)                     GEOID18
 DN8801  DYNAMIC HEIGHT  -         16.243 (meters)       53.29  (feet) COMP
 DN8801  MODELED GRAVITY -    979,232.0   (mgal)                       NAVD 88
 DN8801
 DN8801  VERT ORDER      -  SECOND    CLASS I
 DN8801
 DN8801.The horizontal coordinates were established by autonomous hand held GPS
 DN8801.observations and have an estimated accuracy of +/- 10 meters.
 DN8801
 DN8801.The orthometric height was determined by differential leveling and
 DN8801.adjusted by the NATIONAL GEODETIC SURVEY
 DN8801.in July 2012.
 DN8801
 DN8801.No vertical observational check was made to the station.
 DN8801
 DN8801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8801.GEOID18 height accuracy estimate available here.
 DN8801
 DN8801.Click photographs - Photos may exist for this station.
 DN8801
 DN8801.The dynamic height is computed by dividing the NAVD 88
 DN8801.geopotential number by the normal gravity value computed on the
 DN8801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8801.degrees latitude (g = 980.6199 gals.).
 DN8801
 DN8801.The modeled gravity was interpolated from observed gravity values.
 DN8801
 DN8801;                    North         East    Units  Estimated Accuracy
 DN8801;SPC FL W     -   503,817.      177,762.      MT  (+/- 10 meters HH2 GPS)
 DN8801
 DN8801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8025395375(NAD 83)
 DN8801
 DN8801                          SUPERSEDED SURVEY CONTROL
 DN8801
 DN8801.No superseded survey control is available for this station.
 DN8801
 DN8801_MARKER: F = FLANGE-ENCASED ROD
 DN8801_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8801_STAMPING: 23021 A 2011
 DN8801_MARK LOGO: SWFWMD
 DN8801_PROJECTION: RECESSED 5 CENTIMETERS
 DN8801_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8801_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8801+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2011
 DN8801_ROD/PIPE-DEPTH: 7.3 meters
 DN8801
 DN8801  HISTORY     - Date     Condition        Report By
 DN8801  HISTORY     - 20110606 MONUMENTED       FLDEP
 DN8801
 DN8801                          STATION DESCRIPTION
 DN8801
 DN8801'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8801'THE MARK IS ABOUT 11.5 MI (18.5 KM) WEST OF WILDWOOD, 6.9 MI (11.1 KM)
 DN8801'EAST-NORTHEAST OF INVERNESS, 2.1 MI (3.4 KM) NORTH-NORTHWEST OF
 DN8801'RUTLAND, IN SECTION 32, TOWNSHIP 18 SOUTH, RANGE 21 EAST.
 DN8801'
 DN8801'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DN8801'ROAD 44 IN INVERNESS, GO NORTHEASTERLY ON STATE ROAD 44 FOR 8.2 MI
 DN8801'(13.2 KM) TO THE JUNCTION OF COUNTY ROAD 247 ON THE LEFT.  TURN LEFT
 DN8801'ON COUNTY ROAD 247 AND GO NORTH FOR 1.5 MI (2.4 KM) TO THE ENTRANCE OF
 DN8801'THE HALF MOON WILD LIFE MANAGEMENT AREA.  CONTINUE INTO THE WILD LIFE
 DN8801'MANAGEMENT AREA ON MILLING CREEK ROAD FOR 0.7 MI (1.1 KM) TO THE
 DN8801'JUNCTION OF WALL ROAD ON THE LEFT.  TURN LEFT ON WALL ROAD AND GO WEST
 DN8801'FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DN8801'REFUSAL AT A DEPTH OF 24.0 FT (7.3 M) WITH AN ALUMINUM DISK ATTACHED
 DN8801'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW
 DN8801'THE LEVEL OF THE GROUND AND 0.8 FT (24 CM) BELOW THE LEVEL OF WALL
 DN8801'ROAD.
 DN8801'
 DN8801'LOCATED 55.6 FT (16.9 M) SOUTH-SOUTHEAST OF SURVEY MARK 23021 B, 22.7
 DN8801'FT (6.9 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF WALL ROAD,
 DN8801'5.6 FT (1.7 M) SOUTH-SOUTHEAST OF A SOLAR POWERED MONITORING STATION,
 DN8801'1.9 FT (0.6 M) WEST-SOUTHWEST OF A BARB WIRE FENCE AND 1.8 FT (0.5 M)
 DN8801'WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 DN8801'
 DN8801'NOTE A MAGNET WAS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8800 ***********************************************************************
 DN8800  DESIGNATION -  23021 B
 DN8800  PID         -  DN8800
 DN8800  STATE/COUNTY-  FL/SUMTER
 DN8800  COUNTRY     -  US
 DN8800  USGS QUAD   -  LAKE PANASOFFKEE NW (2018)
 DN8800
 DN8800                         *CURRENT SURVEY CONTROL
 DN8800  ______________________________________________________________________
 DN8800* NAD 83(1986) POSITION- 28 52 50.4    (N) 082 13 40.9    (W)   HD_HELD2
 DN8800* NAVD 88 ORTHO HEIGHT -    16.659 (meters)       54.66  (feet) ADJUSTED
 DN8800  ______________________________________________________________________
 DN8800  GEOID HEIGHT    -        -27.368 (meters)                     GEOID18
 DN8800  DYNAMIC HEIGHT  -         16.636 (meters)       54.58  (feet) COMP
 DN8800  MODELED GRAVITY -    979,232.0   (mgal)                       NAVD 88
 DN8800
 DN8800  VERT ORDER      -  SECOND    CLASS I
 DN8800
 DN8800.The horizontal coordinates were established by autonomous hand held GPS
 DN8800.observations and have an estimated accuracy of +/- 10 meters.
 DN8800
 DN8800.The orthometric height was determined by differential leveling and
 DN8800.adjusted by the NATIONAL GEODETIC SURVEY
 DN8800.in July 2012.
 DN8800
 DN8800.No vertical observational check was made to the station.
 DN8800
 DN8800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8800.GEOID18 height accuracy estimate available here.
 DN8800
 DN8800.Click photographs - Photos may exist for this station.
 DN8800
 DN8800.The dynamic height is computed by dividing the NAVD 88
 DN8800.geopotential number by the normal gravity value computed on the
 DN8800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8800.degrees latitude (g = 980.6199 gals.).
 DN8800
 DN8800.The modeled gravity was interpolated from observed gravity values.
 DN8800
 DN8800;                    North         East    Units  Estimated Accuracy
 DN8800;SPC FL W     -   503,826.      177,757.      MT  (+/- 10 meters HH2 GPS)
 DN8800
 DN8800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8024895384(NAD 83)
 DN8800
 DN8800                          SUPERSEDED SURVEY CONTROL
 DN8800
 DN8800.No superseded survey control is available for this station.
 DN8800
 DN8800_MARKER: DD = SURVEY DISK
 DN8800_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8800_STAMPING: 23021 B 2011
 DN8800_MARK LOGO: SWFWMD
 DN8800_PROJECTION: RECESSED 5 CENTIMETERS
 DN8800_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8800_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8800_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8800+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2011
 DN8800_ROD/PIPE-DEPTH: 4.0 meters
 DN8800
 DN8800  HISTORY     - Date     Condition        Report By
 DN8800  HISTORY     - 20110606 MONUMENTED       FLDEP
 DN8800
 DN8800                          STATION DESCRIPTION
 DN8800
 DN8800'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8800'THE MARK IS ABOUT 11.5 MI (18.5 KM) WEST OF WILDWOOD, 6.9 MI (11.1 KM)
 DN8800'EAST-NORTHEAST OF INVERNESS, 2.1 MI (3.4 KM) NORTH-NORTHWEST OF
 DN8800'RUTLAND, IN SECTION 32, TOWNSHIP 18 SOUTH, RANGE 21 EAST.
 DN8800'
 DN8800'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DN8800'ROAD 44 IN INVERNESS, GO NORTHEASTERLY ON STATE ROAD 44 FOR 8.2 MI
 DN8800'(13.2 KM) TO THE JUNCTION OF COUNTY ROAD 247 ON THE LEFT.  TURN LEFT
 DN8800'ON COUNTY ROAD 247 AND GO NORTH FOR 1.5 MI (2.4 KM) TO THE ENTRANCE OF
 DN8800'THE HALF MOON WILD LIFE MANAGEMENT AREA.  CONTINUE INTO THE WILD LIFE
 DN8800'MANAGEMENT AREA ON MILLING CREEK ROAD FOR 0.7 MI (1.1 KM) TO THE
 DN8800'JUNCTION OF WALL ROAD ON THE LEFT.  TURN LEFT ON WALL ROAD AND GO WEST
 DN8800'FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN
 DN8800'TO REFUSAL AT A DEPTH OF 13.1 FT (4.0 M) WITH AN ALUMINUM DISK
 DN8800'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6
 DN8800'CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL
 DN8800'OF WALL ROAD.
 DN8800'
 DN8800'LOCATED 57.5 FT (17.5 M) EAST OF THE NORTHERN MOST WELL HEAD, 55.6 FT
 DN8800'(16.9 M) NORTH-NORTHWEST OF SURVEY MARK 23021 A, 33.5 FT (10.2 M)
 DN8800'NORTH-NORTHWEST OF THE APPROXIMATE CENTER LINE OF WALL ROAD, 1.6 FT
 DN8800'(0.5 M) WEST-SOUTHWEST OF A BARB WIRE FENCE AND 1.5 FT (0.5 M)
 DN8800'WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 DN8800'
 DN8800'NOTE A MAGNET WAS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9196 ***********************************************************************
 DN9196  DESIGNATION -  23024 A
 DN9196  PID         -  DN9196
 DN9196  STATE/COUNTY-  FL/SUMTER
 DN9196  COUNTRY     -  US
 DN9196  USGS QUAD   -  OXFORD (2018)
 DN9196
 DN9196                         *CURRENT SURVEY CONTROL
 DN9196  ______________________________________________________________________
 DN9196* NAD 83(1986) POSITION- 28 56 04.5    (N) 082 00 44.7    (W)   HD_HELD2
 DN9196* NAVD 88 ORTHO HEIGHT -    21.780 (meters)       71.46  (feet) ADJUSTED
 DN9196  ______________________________________________________________________
 DN9196  GEOID HEIGHT    -        -27.577 (meters)                     GEOID18
 DN9196  DYNAMIC HEIGHT  -         21.750 (meters)       71.36  (feet) COMP
 DN9196  MODELED GRAVITY -    979,235.1   (mgal)                       NAVD 88
 DN9196
 DN9196  VERT ORDER      -  SECOND    CLASS I
 DN9196
 DN9196.The horizontal coordinates were established by autonomous hand held GPS
 DN9196.observations and have an estimated accuracy of +/- 10 meters.
 DN9196
 DN9196.The orthometric height was determined by differential leveling and
 DN9196.adjusted by the NATIONAL GEODETIC SURVEY
 DN9196.in July 2012.
 DN9196
 DN9196.No vertical observational check was made to the station.
 DN9196
 DN9196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9196.GEOID18 height accuracy estimate available here.
 DN9196
 DN9196.Click photographs - Photos may exist for this station.
 DN9196
 DN9196.The dynamic height is computed by dividing the NAVD 88
 DN9196.geopotential number by the normal gravity value computed on the
 DN9196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9196.degrees latitude (g = 980.6199 gals.).
 DN9196
 DN9196.The modeled gravity was interpolated from observed gravity values.
 DN9196
 DN9196;                    North         East    Units  Estimated Accuracy
 DN9196;SPC FL W     -   509,780.      198,789.      MT  (+/- 10 meters HH2 GPS)
 DN9196
 DN9196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN0132501159(NAD 83)
 DN9196
 DN9196                          SUPERSEDED SURVEY CONTROL
 DN9196
 DN9196.No superseded survey control is available for this station.
 DN9196
 DN9196_MARKER: DD = SURVEY DISK
 DN9196_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9196_STAMPING: 23024 A 2011
 DN9196_MARK LOGO: SWFWMD
 DN9196_PROJECTION: RECESSED 3 CENTIMETERS
 DN9196_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9196+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2015
 DN9196_ROD/PIPE-DEPTH: 24.4 meters
 DN9196
 DN9196  HISTORY     - Date     Condition        Report By
 DN9196  HISTORY     - 20110511 MONUMENTED       FLDEP
 DN9196  HISTORY     - 20150101 GOOD             WANTGP
 DN9196
 DN9196                          STATION DESCRIPTION
 DN9196
 DN9196'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN9196'THE MARK IS ABOUT 5.5 MI (8.9 KM) WEST-NORTHWEST OF LADY LAKE, 5.1 MI
 DN9196'(8.1 KM) NORTH-NORTHEAST OF WILDWOOD, 1.6 MI (2.6 KM) EAST-NORTHEAST
 DN9196'OF OXFORD, IN SECTION 9, TOWNSHIP 18 SOUTH, RANGE 23 EAST.
 DN9196'
 DN9196'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND COUNTY
 DN9196'ROAD 466 IN OXFORD, GO EAST ON COUNTY ROAD 466 FOR 1.3 MI (2.1 KM) TO
 DN9196'THE INTERSECTION OF COUNTY ROAD 101 ON THE LEFT AND BELVEDERE
 DN9196'BOULEVARD ON THE RIGHT, TURN LEFT ON COUNTY ROAD 101 AND GO NORTH FOR
 DN9196'0.3 MI (0.5 KM) TO THE INTERSECTION OF WOODRIDGE DRIVE, TURN RIGHT ON
 DN9196'WOODRIDGE DRIVE AND GO EAST FOR 0.4 MI (0.6 KM) TO THE MARK ON THE
 DN9196'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.2 FT (24.4 M)
 DN9196'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DN9196'PIPE, RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE GROUND AND 0.8 FT
 DN9196'(0.2 M) ABOVE THE LEVEL OF THE PAVED PARKING LOT FOR THE U.S. POST
 DN9196'OFFICE.
 DN9196'
 DN9196'LOCATED 89.3 FT (27.2 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER POST
 DN9196'OF THE U.S. POST OFFICE, 85.6 FT (26.1 M) NORTH OF THE APPROXIMATE
 DN9196'CENTERLINE OF WOODRIDGE DRIVE, 39.8 FT (12.1 M) NORTHWEST OF SURVEY
 DN9196'MARK 23024 B, 2.6 FT (0.8 M) WEST-SOUTHWEST OF WELL HEAD 23025 AND 1.0
 DN9196'FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DN9196'
 DN9196'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN9196
 DN9196                          STATION RECOVERY (2015)
 DN9196
 DN9196'RECOVERY NOTE BY WANTMAN GROUP INC 2015 (DC)
 DN9196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9195 ***********************************************************************
 DN9195  DESIGNATION -  23024 B
 DN9195  PID         -  DN9195
 DN9195  STATE/COUNTY-  FL/SUMTER
 DN9195  COUNTRY     -  US
 DN9195  USGS QUAD   -  OXFORD (2018)
 DN9195
 DN9195                         *CURRENT SURVEY CONTROL
 DN9195  ______________________________________________________________________
 DN9195* NAD 83(1986) POSITION- 28 56 04.0    (N) 082 00 44.3    (W)   HD_HELD2
 DN9195* NAVD 88 ORTHO HEIGHT -    22.044 (meters)       72.32  (feet) ADJUSTED
 DN9195  ______________________________________________________________________
 DN9195  GEOID HEIGHT    -        -27.577 (meters)                     GEOID18
 DN9195  DYNAMIC HEIGHT  -         22.013 (meters)       72.22  (feet) COMP
 DN9195  MODELED GRAVITY -    979,235.1   (mgal)                       NAVD 88
 DN9195
 DN9195  VERT ORDER      -  SECOND    CLASS I
 DN9195
 DN9195.The horizontal coordinates were established by autonomous hand held GPS
 DN9195.observations and have an estimated accuracy of +/- 10 meters.
 DN9195
 DN9195.The orthometric height was determined by differential leveling and
 DN9195.adjusted by the NATIONAL GEODETIC SURVEY
 DN9195.in July 2012.
 DN9195
 DN9195.No vertical observational check was made to the station.
 DN9195
 DN9195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9195.GEOID18 height accuracy estimate available here.
 DN9195
 DN9195.Click photographs - Photos may exist for this station.
 DN9195
 DN9195.The dynamic height is computed by dividing the NAVD 88
 DN9195.geopotential number by the normal gravity value computed on the
 DN9195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9195.degrees latitude (g = 980.6199 gals.).
 DN9195
 DN9195.The modeled gravity was interpolated from observed gravity values.
 DN9195
 DN9195;                    North         East    Units  Estimated Accuracy
 DN9195;SPC FL W     -   509,765.      198,800.      MT  (+/- 10 meters HH2 GPS)
 DN9195
 DN9195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN0133601144(NAD 83)
 DN9195
 DN9195                          SUPERSEDED SURVEY CONTROL
 DN9195
 DN9195.No superseded survey control is available for this station.
 DN9195
 DN9195_MARKER: DD = SURVEY DISK
 DN9195_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9195_STAMPING: 23024 B 2011
 DN9195_MARK LOGO: SWFWMD
 DN9195_PROJECTION: RECESSED 5 CENTIMETERS
 DN9195_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9195+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2015
 DN9195_ROD/PIPE-DEPTH: 6.0 meters
 DN9195
 DN9195  HISTORY     - Date     Condition        Report By
 DN9195  HISTORY     - 20110511 MONUMENTED       FLDEP
 DN9195  HISTORY     - 20150101 GOOD             WANTGP
 DN9195
 DN9195                          STATION DESCRIPTION
 DN9195
 DN9195'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN9195'THE MARK IS ABOUT 5.5 MI (8.8 KM) WEST-NORTHWEST OF LADY LAKE, 5.1 MI
 DN9195'(8.2 KM) NORTH-NORTHEAST OF WILDWOOD, 1.6 MI (2.6 KM) EAST-NORTHEAST
 DN9195'OF OXFORD, IN SECTION 9, TOWNSHIP 18 SOUTH, RANGE 23 EAST.
 DN9195'
 DN9195'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND COUNTY
 DN9195'ROAD 466 IN OXFORD, GO EAST ON COUNTY ROAD 466 FOR 1.3 MI (2.1 KM) TO
 DN9195'THE INTERSECTION OF COUNTY ROAD 101 ON THE LEFT AND BELVEDERE
 DN9195'BOULEVARD ON THE RIGHT.  TURN LEFT ON COUNTY ROAD 101 AND GO NORTH FOR
 DN9195'0.3 MI (0.5 KM) TO THE INTERSECTION OF WOODRIDGE DRIVE.  TURN RIGHT ON
 DN9195'WOODRIDGE DRIVE AND GO EAST FOR 0.4 MI (0.6 KM) TO THE MARK ON THE
 DN9195'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.6 FT (6.0 M)
 DN9195'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DN9195'PIPE, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 1.3 FT
 DN9195'(0.4 M) ABOVE THE LEVEL OF THE PAVED PARKING LOT FOR THE U.S. POST
 DN9195'OFFICE.
 DN9195'
 DN9195'LOCATED 128.7 FT (39.2 M) SOUTHEAST OF THE SOUTHEAST CORNER POST OF
 DN9195'THE U.S. POST OFFICE, 66.3 FT (20.2 M) NORTH OF THE APPROXIMATE
 DN9195'CENTERLINE OF WOODRIDGE DRIVE, 39.8 FT (12.1 M) SOUTHEAST OF SURVEY
 DN9195'MARK 23024 A, 35.5 FT (10.8 M) SOUTHEAST OF WELL HEAD 23024 AND 1.2 FT
 DN9195'(0.4 M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DN9195'
 DN9195'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN9195
 DN9195                          STATION RECOVERY (2015)
 DN9195
 DN9195'RECOVERY NOTE BY WANTMAN GROUP INC 2015 (DC)
 DN9195'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8781 ***********************************************************************
 DN8781  DESIGNATION -  23032 A
 DN8781  PID         -  DN8781
 DN8781  STATE/COUNTY-  FL/SUMTER
 DN8781  COUNTRY     -  US
 DN8781  USGS QUAD   -  RUTLAND (2018)
 DN8781
 DN8781                         *CURRENT SURVEY CONTROL
 DN8781  ______________________________________________________________________
 DN8781* NAD 83(1986) POSITION- 28 51 19.4    (N) 082 12 05.7    (W)   HD_HELD2
 DN8781* NAVD 88 ORTHO HEIGHT -    14.661 (meters)       48.10  (feet) ADJUSTED
 DN8781  ______________________________________________________________________
 DN8781  GEOID HEIGHT    -        -27.332 (meters)                     GEOID18
 DN8781  DYNAMIC HEIGHT  -         14.641 (meters)       48.03  (feet) COMP
 DN8781  MODELED GRAVITY -    979,231.6   (mgal)                       NAVD 88
 DN8781
 DN8781  VERT ORDER      -  SECOND    CLASS I
 DN8781
 DN8781.The horizontal coordinates were established by autonomous hand held GPS
 DN8781.observations and have an estimated accuracy of +/- 10 meters.
 DN8781
 DN8781.The orthometric height was determined by differential leveling and
 DN8781.adjusted by the NATIONAL GEODETIC SURVEY
 DN8781.in July 2012.
 DN8781
 DN8781.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8781.GEOID18 height accuracy estimate available here.
 DN8781
 DN8781.Click photographs - Photos may exist for this station.
 DN8781
 DN8781.The dynamic height is computed by dividing the NAVD 88
 DN8781.geopotential number by the normal gravity value computed on the
 DN8781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8781.degrees latitude (g = 980.6199 gals.).
 DN8781
 DN8781.The modeled gravity was interpolated from observed gravity values.
 DN8781
 DN8781;                    North         East    Units  Estimated Accuracy
 DN8781;SPC FL W     -   501,020.      180,332.      MT  (+/- 10 meters HH2 GPS)
 DN8781
 DN8781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8279892557(NAD 83)
 DN8781
 DN8781                          SUPERSEDED SURVEY CONTROL
 DN8781
 DN8781.No superseded survey control is available for this station.
 DN8781
 DN8781_MARKER: DD = SURVEY DISK
 DN8781_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8781_STAMPING: 23032 A 2010
 DN8781_MARK LOGO: SWFWMD
 DN8781_PROJECTION: RECESSED 3 CENTIMETERS
 DN8781_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8781_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8781+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2010
 DN8781_ROD/PIPE-DEPTH: 7.4 meters
 DN8781
 DN8781  HISTORY     - Date     Condition        Report By
 DN8781  HISTORY     - 20101215 MONUMENTED       FLDEP
 DN8781
 DN8781                          STATION DESCRIPTION
 DN8781
 DN8781'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8781'THE MARK IS ABOUT 9.9 MI (15.9 KM) WEST OF WILDWOOD, 7.9 MI (12.7 KM)
 DN8781'EAST OF INVERNESS, 0.8 MI (1.3 KM) EAST-NORTHEAST OF RUTLAND, IN
 DN8781'SECTION 10, TOWNSHIP 19 SOUTH, RANGE 21 EAST.
 DN8781'
 DN8781'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DN8781'AND STATE ROAD 44 ABOUT 3.2 MI (5.1 KM) WEST OF WILDWOOD, GO WEST ON
 DN8781'STATE ROAD 44 FOR 5.35 MI (8.6 KM) TO THE JUNCTION OF COUNTY ROAD 470
 DN8781'ON THE LEFT.  CONTINUE WEST ON STATE ROAD 44 FOR 1.7 MI (2.7 KM) TO
 DN8781'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DN8781'24.2 FT (7.4 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A
 DN8781'4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DN8781'GROUND AND 2.5 FT (0.8 M) BELOW THE LEVEL OF STATE ROAD 44.
 DN8781'
 DN8781'LOCATED 61.6 FT (18.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DN8781'ROAD 44 WESTBOUND LANES, 54.9 FT (16.7 M) WEST OF SURVEY MARK 23032 B,
 DN8781'24.6 FT (7.5 M) WEST-NORTHWEST OF THE WATER MONITORING WELL, 2.0 FT
 DN8781'(0.6 M) SOUTH OF THE HOG WIRE FENCE AND 1.7 FT (0.5 M) SOUTH OF A
 DN8781'CARSONITE WITNESS POST.
 DN8781'
 DN8781'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN8781'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8782 ***********************************************************************
 DN8782  DESIGNATION -  23032 B
 DN8782  PID         -  DN8782
 DN8782  STATE/COUNTY-  FL/SUMTER
 DN8782  COUNTRY     -  US
 DN8782  USGS QUAD   -  RUTLAND (2018)
 DN8782
 DN8782                         *CURRENT SURVEY CONTROL
 DN8782  ______________________________________________________________________
 DN8782* NAD 83(1986) POSITION- 28 51 19.7    (N) 082 12 05.3    (W)   HD_HELD2
 DN8782* NAVD 88 ORTHO HEIGHT -    14.582 (meters)       47.84  (feet) ADJUSTED
 DN8782  ______________________________________________________________________
 DN8782  GEOID HEIGHT    -        -27.332 (meters)                     GEOID18
 DN8782  DYNAMIC HEIGHT  -         14.562 (meters)       47.78  (feet) COMP
 DN8782  MODELED GRAVITY -    979,231.6   (mgal)                       NAVD 88
 DN8782
 DN8782  VERT ORDER      -  SECOND    CLASS I
 DN8782
 DN8782.The horizontal coordinates were established by autonomous hand held GPS
 DN8782.observations and have an estimated accuracy of +/- 10 meters.
 DN8782
 DN8782.The orthometric height was determined by differential leveling and
 DN8782.adjusted by the NATIONAL GEODETIC SURVEY
 DN8782.in July 2012.
 DN8782
 DN8782.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8782.GEOID18 height accuracy estimate available here.
 DN8782
 DN8782.Click photographs - Photos may exist for this station.
 DN8782
 DN8782.The dynamic height is computed by dividing the NAVD 88
 DN8782.geopotential number by the normal gravity value computed on the
 DN8782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8782.degrees latitude (g = 980.6199 gals.).
 DN8782
 DN8782.The modeled gravity was interpolated from observed gravity values.
 DN8782
 DN8782;                    North         East    Units  Estimated Accuracy
 DN8782;SPC FL W     -   501,029.      180,343.      MT  (+/- 10 meters HH2 GPS)
 DN8782
 DN8782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8280992566(NAD 83)
 DN8782
 DN8782                          SUPERSEDED SURVEY CONTROL
 DN8782
 DN8782.No superseded survey control is available for this station.
 DN8782
 DN8782_MARKER: DD = SURVEY DISK
 DN8782_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8782_STAMPING: 23032 B 2010
 DN8782_MARK LOGO: SWFWMD
 DN8782_PROJECTION: RECESSED 3 CENTIMETERS
 DN8782_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8782+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2010
 DN8782_ROD/PIPE-DEPTH: 5.3 meters
 DN8782
 DN8782  HISTORY     - Date     Condition        Report By
 DN8782  HISTORY     - 20101215 MONUMENTED       FLDEP
 DN8782
 DN8782                          STATION DESCRIPTION
 DN8782
 DN8782'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8782'THE MARK IS ABOUT 9.9 MI (15.9 KM) WEST OF WILDWOOD, 7.9 MI (12.7 KM)
 DN8782'EAST OF INVERNESS, 0.8 MI (1.3 KM) EAST-NORTHEAST OF RUTLAND, IN
 DN8782'SECTION 10, TOWNSHIP 19 SOUTH, RANGE 21 EAST.
 DN8782'
 DN8782'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DN8782'AND STATE ROAD 44 ABOUT 3.2 MI (5.1 KM) WEST OF WILDWOOD, GO WEST ON
 DN8782'STATE ROAD 44 FOR 5.35 MI (8.6 KM) TO THE JUNCTION OF COUNTY ROAD 470
 DN8782'ON THE LEFT.  CONTINUE WEST ON STATE ROAD 44 FOR 1.7 MI (2.7 KM) TO
 DN8782'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DN8782'17.4 FT (5.3 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A
 DN8782'4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DN8782'GROUND AND 2.7 FT (0.8 M) BELOW THE LEVEL OF STATE ROAD 44.
 DN8782'
 DN8782'LOCATED 62.2 FT (19.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DN8782'ROAD 44 WESTBOUND LANES, 54.9 FT (16.7 M) EAST OF SURVEY MARK 23032 A,
 DN8782'31.0 FT (9.4 M) EAST OF THE WATER MONITORING WELL, 2.3 FT (0.7 M)
 DN8782'SOUTH OF THE HOG WIRE FENCE AND 1.9 FT (0.6 M) SOUTH OF A CARSONITE
 DN8782'WITNESS POST.
 DN8782'
 DN8782'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN8782'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9138 ***********************************************************************
 DN9138  DESIGNATION -  23065 A
 DN9138  PID         -  DN9138
 DN9138  STATE/COUNTY-  FL/SUMTER
 DN9138  COUNTRY     -  US
 DN9138  USGS QUAD   -  SAINT CATHERINE (2018)
 DN9138
 DN9138                         *CURRENT SURVEY CONTROL
 DN9138  ______________________________________________________________________
 DN9138* NAD 83(1986) POSITION- 28 36 14.0    (N) 082 13 40.3    (W)   HD_HELD2
 DN9138* NAVD 88 ORTHO HEIGHT -    24.384 (meters)       80.00  (feet) ADJUSTED
 DN9138  ______________________________________________________________________
 DN9138  GEOID HEIGHT    -        -26.863 (meters)                     GEOID18
 DN9138  DYNAMIC HEIGHT  -         24.349 (meters)       79.89  (feet) COMP
 DN9138  MODELED GRAVITY -    979,211.3   (mgal)                       NAVD 88
 DN9138
 DN9138  VERT ORDER      -  SECOND    CLASS I
 DN9138
 DN9138.The horizontal coordinates were established by autonomous hand held GPS
 DN9138.observations and have an estimated accuracy of +/- 10 meters.
 DN9138
 DN9138.The orthometric height was determined by differential leveling and
 DN9138.adjusted by the NATIONAL GEODETIC SURVEY
 DN9138.in July 2012.
 DN9138
 DN9138.No vertical observational check was made to the station.
 DN9138
 DN9138.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9138.GEOID18 height accuracy estimate available here.
 DN9138
 DN9138.Click photographs - Photos may exist for this station.
 DN9138
 DN9138.The dynamic height is computed by dividing the NAVD 88
 DN9138.geopotential number by the normal gravity value computed on the
 DN9138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9138.degrees latitude (g = 980.6199 gals.).
 DN9138
 DN9138.The modeled gravity was interpolated from observed gravity values.
 DN9138
 DN9138;                    North         East    Units  Estimated Accuracy
 DN9138;SPC FL W     -   473,152.      177,715.      MT  (+/- 10 meters HH2 GPS)
 DN9138
 DN9138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7994864717(NAD 83)
 DN9138
 DN9138                          SUPERSEDED SURVEY CONTROL
 DN9138
 DN9138.No superseded survey control is available for this station.
 DN9138
 DN9138_MARKER: DD = SURVEY DISK
 DN9138_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9138_STAMPING: 23065 A 2011
 DN9138_MARK LOGO: SWFWMD
 DN9138_PROJECTION: FLUSH
 DN9138_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9138+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2011
 DN9138_ROD/PIPE-DEPTH: 9.4 meters
 DN9138
 DN9138  HISTORY     - Date     Condition        Report By
 DN9138  HISTORY     - 20110203 MONUMENTED       FLDEP
 DN9138
 DN9138                          STATION DESCRIPTION
 DN9138
 DN9138'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9138'THE MARK IS ABOUT 8.1 MI (13.0 KM) WEST-SOUTHWEST OF BUSHNELL, 6.3 MI
 DN9138'(10.1 KM) SOUTH-SOUTHWEST OF WAHOO, 5.5 MI (8.8 KM) WEST OF SAINT
 DN9138'CATHERINE, IN SECTION 5, TOWNSHIP 22 SOUTH, RANGE 21 EAST.
 DN9138'
 DN9138'TO REACH THE MARK FROM THE SUMTER-HERNANDO COUNTY LINE AND
 DN9138'WITHLACOOCHEE RIVER BRIDGE IN NOBLETON, GO EAST ON COUNTY ROAD 476
 DN9138'(LAKE LINDSEY ROAD) FOR 1.05 MI (1.7 KM) TO THE JUNCTION OF COUNTY
 DN9138'ROAD 635 ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD 635 AND GO SOUTH FOR
 DN9138'1.1 MI (1.8 KM) TO A Y-JUNCTION AND THE ENTRANCE OF HOG ISLAND STATE
 DN9138'PARK AND RECREATION AREA.  TURN LEFT ON SOUTHWEST 90TH AVENUE AND GO
 DN9138'EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF AN UNMARKED FOREST ROAD ON
 DN9138'THE RIGHT.  TURN RIGHT ON THE FOREST ROAD AND GO SOUTH FOR 1.6 MI (2.6
 DN9138'KM) TO A WELL SITE ON THE RIGHT AND THE JUNCTION OF A SAND ROAD ON THE
 DN9138'RIGHT.  TURN RIGHT ON THE SAND ROAD AND GO SOUTHWEST FOR 0.3 MI (0.5
 DN9138'KM) TO A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM
 DN9138'ROD DRIVEN TO REFUSAL AT A DEPTH OF 31.0 FT (9.4 M) WITH AN ALUMINUM
 DN9138'DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DN9138'GROUND AND LEVEL WITH THE SAND ROAD.
 DN9138'
 DN9138'LOCATED 89.9 FT (27.4 M) NORTHEAST OF SURVEY MARK 23065 B, 33.5 FT
 DN9138'(10.2 M) EAST OF WELL HEAD 670281, 31.8 FT (9.7 M) SOUTH-SOUTHEAST OF
 DN9138'THE APPROXIMATE CENTERLINE OF THE SAND ROAD, 29.0 FT (8.8 M)
 DN9138'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF A CHAIN LINK FENCE GATE
 DN9138'AND 1.3 FT (0.4 M) WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 DN9138'
 DN9138'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9138'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9139 ***********************************************************************
 DN9139  DESIGNATION -  23065 B
 DN9139  PID         -  DN9139
 DN9139  STATE/COUNTY-  FL/SUMTER
 DN9139  COUNTRY     -  US
 DN9139  USGS QUAD   -  SAINT CATHERINE (2018)
 DN9139
 DN9139                         *CURRENT SURVEY CONTROL
 DN9139  ______________________________________________________________________
 DN9139* NAD 83(1986) POSITION- 28 36 13.9    (N) 082 13 41.8    (W)   HD_HELD2
 DN9139* NAVD 88 ORTHO HEIGHT -    23.796 (meters)       78.07  (feet) ADJUSTED
 DN9139  ______________________________________________________________________
 DN9139  GEOID HEIGHT    -        -26.863 (meters)                     GEOID18
 DN9139  DYNAMIC HEIGHT  -         23.762 (meters)       77.96  (feet) COMP
 DN9139  MODELED GRAVITY -    979,211.2   (mgal)                       NAVD 88
 DN9139
 DN9139  VERT ORDER      -  SECOND    CLASS I
 DN9139
 DN9139.The horizontal coordinates were established by autonomous hand held GPS
 DN9139.observations and have an estimated accuracy of +/- 10 meters.
 DN9139
 DN9139.The orthometric height was determined by differential leveling and
 DN9139.adjusted by the NATIONAL GEODETIC SURVEY
 DN9139.in July 2012.
 DN9139
 DN9139.No vertical observational check was made to the station.
 DN9139
 DN9139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9139.GEOID18 height accuracy estimate available here.
 DN9139
 DN9139.Click photographs - Photos may exist for this station.
 DN9139
 DN9139.The dynamic height is computed by dividing the NAVD 88
 DN9139.geopotential number by the normal gravity value computed on the
 DN9139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9139.degrees latitude (g = 980.6199 gals.).
 DN9139
 DN9139.The modeled gravity was interpolated from observed gravity values.
 DN9139
 DN9139;                    North         East    Units  Estimated Accuracy
 DN9139;SPC FL W     -   473,149.      177,674.      MT  (+/- 10 meters HH2 GPS)
 DN9139
 DN9139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7990764714(NAD 83)
 DN9139
 DN9139                          SUPERSEDED SURVEY CONTROL
 DN9139
 DN9139.No superseded survey control is available for this station.
 DN9139
 DN9139_MARKER: DD = SURVEY DISK
 DN9139_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9139_STAMPING: 23065 B 2011
 DN9139_MARK LOGO: SWFWMD
 DN9139_PROJECTION: FLUSH
 DN9139_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9139+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2011
 DN9139_ROD/PIPE-DEPTH: 9.0 meters
 DN9139
 DN9139  HISTORY     - Date     Condition        Report By
 DN9139  HISTORY     - 20110203 MONUMENTED       FLDEP
 DN9139
 DN9139                          STATION DESCRIPTION
 DN9139
 DN9139'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9139'THE MARK IS ABOUT 8.1 MI (13.0 KM) WEST-SOUTHWEST OF BUSHNELL, 6.3 MI
 DN9139'(10.1 KM) SOUTH-SOUTHWEST OF WAHOO, 5.5 MI (8.8 KM) WEST OF SAINT
 DN9139'CATHERINE, IN SECTION 5, TOWNSHIP 22 SOUTH, RANGE 21 EAST.
 DN9139'
 DN9139'TO REACH THE MARK FROM THE SUMTER-HERNANDO COUNTY LINE AND
 DN9139'WITHLACOOCHEE RIVER BRIDGE IN NOBLETON, GO EAST ON COUNTY ROAD 476
 DN9139'(LAKE LINDSEY ROAD) FOR 1.05 MI (1.7 KM) TO THE JUNCTION OF COUNTY
 DN9139'ROAD 635 ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD 635 AND GO SOUTH FOR
 DN9139'1.1 MI (1.8 KM) TO A Y-JUNCTION AND THE ENTRANCE OF HOG ISLAND STATE
 DN9139'PARK AND RECREATION AREA.  TURN LEFT ON SOUTHWEST 90TH AVENUE AND GO
 DN9139'EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF AN UNMARKED FOREST ROAD ON
 DN9139'THE RIGHT.  TURN RIGHT ON THE FOREST ROAD AND GO SOUTH FOR 1.6 MI (2.6
 DN9139'KM) TO A WELL SITE ON THE RIGHT AND THE JUNCTION OF A SAND ROAD ON THE
 DN9139'RIGHT.  TURN RIGHT ON THE SAND ROAD AND GO SOUTHWEST FOR 0.3 MI (0.5
 DN9139'KM) TO A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM
 DN9139'ROD DRIVEN TO REFUSAL AT A DEPTH OF 29.6 FT (9.0 M) WITH AN ALUMINUM
 DN9139'DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DN9139'GROUND AND LEVEL WITH THE SAND ROAD.
 DN9139'
 DN9139'LOCATED 89.9 FT (27.4 M) SOUTHWEST OF SURVEY MARK 23065 A, 47.7 FT
 DN9139'(14.5 M) WEST-SOUTHWEST OF WELL HEAD 23068, 39.4 FT (12.0 M) SOUTHWEST
 DN9139'OF THE SOUTHERNMOST CHAIN LINK FENCE CORNER POST, 13.4 FT (4.1 M)
 DN9139'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE SAND ROAD AND 1.2
 DN9139'FT (0.4 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DN9139'
 DN9139'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9139'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9136 ***********************************************************************
 DN9136  DESIGNATION -  23066 A
 DN9136  PID         -  DN9136
 DN9136  STATE/COUNTY-  FL/SUMTER
 DN9136  COUNTRY     -  US
 DN9136  USGS QUAD   -  SAINT CATHERINE (2018)
 DN9136
 DN9136                         *CURRENT SURVEY CONTROL
 DN9136  ______________________________________________________________________
 DN9136* NAD 83(1986) POSITION- 28 36 23.4    (N) 082 13 26.7    (W)   HD_HELD2
 DN9136* NAVD 88 ORTHO HEIGHT -    16.632 (meters)       54.57  (feet) ADJUSTED
 DN9136  ______________________________________________________________________
 DN9136  GEOID HEIGHT    -        -26.868 (meters)                     GEOID18
 DN9136  DYNAMIC HEIGHT  -         16.608 (meters)       54.49  (feet) COMP
 DN9136  MODELED GRAVITY -    979,211.7   (mgal)                       NAVD 88
 DN9136
 DN9136  VERT ORDER      -  SECOND    CLASS I
 DN9136
 DN9136.The horizontal coordinates were established by autonomous hand held GPS
 DN9136.observations and have an estimated accuracy of +/- 10 meters.
 DN9136
 DN9136.The orthometric height was determined by differential leveling and
 DN9136.adjusted by the NATIONAL GEODETIC SURVEY
 DN9136.in July 2012.
 DN9136
 DN9136.No vertical observational check was made to the station.
 DN9136
 DN9136.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9136.GEOID18 height accuracy estimate available here.
 DN9136
 DN9136.Click photographs - Photos may exist for this station.
 DN9136
 DN9136.The dynamic height is computed by dividing the NAVD 88
 DN9136.geopotential number by the normal gravity value computed on the
 DN9136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9136.degrees latitude (g = 980.6199 gals.).
 DN9136
 DN9136.The modeled gravity was interpolated from observed gravity values.
 DN9136
 DN9136;                    North         East    Units  Estimated Accuracy
 DN9136;SPC FL W     -   473,441.      178,085.      MT  (+/- 10 meters HH2 GPS)
 DN9136
 DN9136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8032065002(NAD 83)
 DN9136
 DN9136                          SUPERSEDED SURVEY CONTROL
 DN9136
 DN9136.No superseded survey control is available for this station.
 DN9136
 DN9136_MARKER: DD = SURVEY DISK
 DN9136_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9136_STAMPING: 23066 A 2011
 DN9136_MARK LOGO: SWFWMD
 DN9136_PROJECTION: FLUSH
 DN9136_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9136+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2011
 DN9136_ROD/PIPE-DEPTH: 7.5 meters
 DN9136
 DN9136  HISTORY     - Date     Condition        Report By
 DN9136  HISTORY     - 20110203 MONUMENTED       FLDEP
 DN9136
 DN9136                          STATION DESCRIPTION
 DN9136
 DN9136'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9136'THE MARK IS ABOUT 7.8 MI (12.6 KM) WEST-SOUTHWEST OF BUSHNELL, 6.0 MI
 DN9136'(9.7 KM) SOUTH-SOUTHWEST OF WAHOO, 5.2 MI (8.4 KM) WEST OF SAINT
 DN9136'CATHERINE, IN SECTION 5, TOWNSHIP 22 SOUTH, RANGE 21 EAST.
 DN9136'
 DN9136'TO REACH THE MARK FROM THE SUMTER-HERNANDO COUNTY LINE AND
 DN9136'WITHLACOOCHEE RIVER BRIDGE IN NOBLETON, GO EAST ON COUNTY ROAD 476
 DN9136'(LAKE LINDSEY ROAD) FOR 1.05 MI (1.7 KM) TO THE JUNCTION OF COUNTY
 DN9136'ROAD 635 ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD 635 AND GO SOUTH FOR
 DN9136'1.1 MI (1.8 KM) TO A Y-JUNCTION AND THE ENTRANCE OF HOG ISLAND STATE
 DN9136'PARK AND RECREATION AREA.  TURN LEFT ON SOUTHWEST 90TH AVENUE AND GO
 DN9136'EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF AN UNMARKED FOREST ROAD ON
 DN9136'THE RIGHT.  TURN RIGHT ON THE FOREST ROAD AND GO SOUTH FOR 1.6 MI (2.6
 DN9136'KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM
 DN9136'ROD DRIVEN TO REFUSAL AT A DEPTH OF 24.6 FT (7.5 M) WITH AN ALUMINUM
 DN9136'DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DN9136'GROUND AND LEVEL WITH THE WELL SITE DRIVEWAY.
 DN9136'
 DN9136'LOCATED 59.4 FT (18.1 M) NORTH-NORTHWEST OF SURVEY MARK 23066 B, 52.0
 DN9136'FT (15.8 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE FOREST
 DN9136'ROAD, 29.1 FT (8.9 M) NORTHWEST OF THE APPROXIMATE CENTER OF A CHAIN
 DN9136'LINK FENCE GATE AND 1.3 FT (0.4 M) SOUTH-SOUTHEAST OF A CARSONITE
 DN9136'WITNESS POST.
 DN9136'
 DN9136'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9136'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9137 ***********************************************************************
 DN9137  DESIGNATION -  23066 B
 DN9137  PID         -  DN9137
 DN9137  STATE/COUNTY-  FL/SUMTER
 DN9137  COUNTRY     -  US
 DN9137  USGS QUAD   -  SAINT CATHERINE (2018)
 DN9137
 DN9137                         *CURRENT SURVEY CONTROL
 DN9137  ______________________________________________________________________
 DN9137* NAD 83(1986) POSITION- 28 36 22.7    (N) 082 13 26.4    (W)   HD_HELD2
 DN9137* NAVD 88 ORTHO HEIGHT -    17.212 (meters)       56.47  (feet) ADJUSTED
 DN9137  ______________________________________________________________________
 DN9137  GEOID HEIGHT    -        -26.868 (meters)                     GEOID18
 DN9137  DYNAMIC HEIGHT  -         17.187 (meters)       56.39  (feet) COMP
 DN9137  MODELED GRAVITY -    979,211.7   (mgal)                       NAVD 88
 DN9137
 DN9137  VERT ORDER      -  SECOND    CLASS I
 DN9137
 DN9137.The horizontal coordinates were established by autonomous hand held GPS
 DN9137.observations and have an estimated accuracy of +/- 10 meters.
 DN9137
 DN9137.The orthometric height was determined by differential leveling and
 DN9137.adjusted by the NATIONAL GEODETIC SURVEY
 DN9137.in July 2012.
 DN9137
 DN9137.No vertical observational check was made to the station.
 DN9137
 DN9137.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9137.GEOID18 height accuracy estimate available here.
 DN9137
 DN9137.Click photographs - Photos may exist for this station.
 DN9137
 DN9137.The dynamic height is computed by dividing the NAVD 88
 DN9137.geopotential number by the normal gravity value computed on the
 DN9137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9137.degrees latitude (g = 980.6199 gals.).
 DN9137
 DN9137.The modeled gravity was interpolated from observed gravity values.
 DN9137
 DN9137;                    North         East    Units  Estimated Accuracy
 DN9137;SPC FL W     -   473,419.      178,093.      MT  (+/- 10 meters HH2 GPS)
 DN9137
 DN9137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8032864980(NAD 83)
 DN9137
 DN9137                          SUPERSEDED SURVEY CONTROL
 DN9137
 DN9137.No superseded survey control is available for this station.
 DN9137
 DN9137_MARKER: DD = SURVEY DISK
 DN9137_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9137_STAMPING: 23066 B 2011
 DN9137_MARK LOGO: SWFWMD
 DN9137_PROJECTION: FLUSH
 DN9137_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9137+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2011
 DN9137_ROD/PIPE-DEPTH: 5.9 meters
 DN9137
 DN9137  HISTORY     - Date     Condition        Report By
 DN9137  HISTORY     - 20110203 MONUMENTED       FLDEP
 DN9137
 DN9137                          STATION DESCRIPTION
 DN9137
 DN9137'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9137'THE MARK IS ABOUT 7.8 MI (12.6 KM) WEST-SOUTHWEST OF BUSHNELL, 6.0 MI
 DN9137'(9.7 KM) SOUTH-SOUTHWEST OF WAHOO, 5.2 MI (8.4 KM) WEST OF SAINT
 DN9137'CATHERINE, IN SECTION 5, TOWNSHIP 22 SOUTH, RANGE 21 EAST.
 DN9137'
 DN9137'TO REACH THE MARK FROM THE SUMTER-HERNANDO COUNTY LINE AND
 DN9137'WITHLACOOCHEE RIVER BRIDGE IN NOBLETON, GO EAST ON COUNTY ROAD 476
 DN9137'(LAKE LINDSEY ROAD) FOR 1.05 MI (1.7 KM) TO THE JUNCTION OF COUNTY
 DN9137'ROAD 635 ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD 635 AND GO SOUTH FOR
 DN9137'1.1 MI (1.8 KM) TO A Y-JUNCTION AND THE ENTRANCE OF HOG ISLAND STATE
 DN9137'PARK AND RECREATION AREA.  TURN LEFT ON SOUTHWEST 90TH AVENUE AND GO
 DN9137'EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF AN UNMARKED FOREST ROAD ON
 DN9137'THE RIGHT.  TURN RIGHT ON THE FOREST ROAD AND GO SOUTH FOR 1.6 MI (2.6
 DN9137'KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM
 DN9137'ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.2 FT (5.9 M) WITH AN ALUMINUM
 DN9137'DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DN9137'GROUND AND LEVEL WITH THE WELL SITE DRIVEWAY.
 DN9137'
 DN9137'LOCATED 69.2 FT (21.1 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DN9137'OF THE FOREST ROAD, 59.4 FT (18.1 M) SOUTH-SOUTHEAST OF SURVEY MARK
 DN9137'23066 A, 13.3 FT (4.1 M) SOUTH OF THE SOUTHWEST CHAIN LINK FENCE
 DN9137'CORNER POST AND 1.8 FT (0.5 M) NORTH-NORTHEAST OF A CARSONITE WITNESS
 DN9137'POST.
 DN9137'
 DN9137'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9137'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8611 ***********************************************************************
 DN8611  DESIGNATION -  23078 A
 DN8611  PID         -  DN8611
 DN8611  STATE/COUNTY-  FL/SUMTER
 DN8611  COUNTRY     -  US
 DN8611  USGS QUAD   -  WEBSTER (2018)
 DN8611
 DN8611                         *CURRENT SURVEY CONTROL
 DN8611  ______________________________________________________________________
 DN8611* NAD 83(1986) POSITION- 28 36 38.7    (N) 082 02 57.7    (W)   HD_HELD2
 DN8611* NAVD 88 ORTHO HEIGHT -    27.698 (meters)       90.87  (feet) ADJUSTED
 DN8611  ______________________________________________________________________
 DN8611  GEOID HEIGHT    -        -26.928 (meters)                     GEOID18
 DN8611  DYNAMIC HEIGHT  -         27.658 (meters)       90.74  (feet) COMP
 DN8611  MODELED GRAVITY -    979,217.6   (mgal)                       NAVD 88
 DN8611
 DN8611  VERT ORDER      -  SECOND    CLASS I
 DN8611
 DN8611.The horizontal coordinates were established by autonomous hand held GPS
 DN8611.observations and have an estimated accuracy of +/- 10 meters.
 DN8611
 DN8611.The orthometric height was determined by differential leveling and
 DN8611.adjusted by the NATIONAL GEODETIC SURVEY
 DN8611.in July 2012.
 DN8611
 DN8611.No vertical observational check was made to the station.
 DN8611
 DN8611.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8611.GEOID18 height accuracy estimate available here.
 DN8611
 DN8611.Click photographs - Photos may exist for this station.
 DN8611
 DN8611.The dynamic height is computed by dividing the NAVD 88
 DN8611.geopotential number by the normal gravity value computed on the
 DN8611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8611.degrees latitude (g = 980.6199 gals.).
 DN8611
 DN8611.The modeled gravity was interpolated from observed gravity values.
 DN8611
 DN8611;                    North         East    Units  Estimated Accuracy
 DN8611;SPC FL W     -   473,892.      195,173.      MT  (+/- 10 meters HH2 GPS)
 DN8611
 DN8611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9740865311(NAD 83)
 DN8611
 DN8611                          SUPERSEDED SURVEY CONTROL
 DN8611
 DN8611.No superseded survey control is available for this station.
 DN8611
 DN8611_MARKER: DD = SURVEY DISK
 DN8611_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8611_STAMPING: 23078 A 2011
 DN8611_MARK LOGO: SWFWMD
 DN8611_PROJECTION: RECESSED 5 CENTIMETERS
 DN8611_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8611+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2019
 DN8611_ROD/PIPE-DEPTH: 7.4 meters
 DN8611
 DN8611  HISTORY     - Date     Condition        Report By
 DN8611  HISTORY     - 20110405 MONUMENTED       FLDEP
 DN8611  HISTORY     - 20190521 GOOD             SWFWMD
 DN8611
 DN8611                          STATION DESCRIPTION
 DN8611
 DN8611'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8611'THE MARK IS ABOUT 5.4 MI (8.7 KM) SOUTHEAST OF BUSHNELL, 4.4 MI (7.1
 DN8611'KM) SOUTHWEST OF CENTER HILL, IN THE TOWN OF WEBSTER, IN SECTION 31,
 DN8611'RANGE 23 EAST, TOWNSHIP 21 SOUTH.
 DN8611'
 DN8611'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND STATE
 DN8611'ROAD 471 IN TARRY TOWN, GO NORTH ON STATE ROAD 471 FOR 3.9 MI (6.3 KM)
 DN8611'TO THE INTERSECTION NORTHEAST FOURTH AVENUE ON THE RIGHT AND COUNTY
 DN8611'ROAD 478 ON THE LEFT.  TURN RIGHT ON NORTHEAST FOURTH AVENUE AND GO
 DN8611'EAST FOR 0.3 MI (0.5 KM) TO A CURVE RIGHT.  CONTINUE SOUTHERLY ON
 DN8611'FOURTH AVENUE FOR 0.2 MI (0.3 KM) TO THE MARK ON THE LEFT, AN ALUMINUM
 DN8611'ROD DRIVEN TO A DEPTH OF 24.3 FT (7.4 M) WITH AN ALUMINUM DISK
 DN8611'ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6
 DN8611'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH NORTHEAST FOURTH
 DN8611'AVENUE.
 DN8611'
 DN8611'LOCATED 79.6 FT (24.3 M) NORTH-NORTHEAST OF SURVEY DISK 23078 B, 78.4
 DN8611'FT (23.9 M) NORTH-NORTHEAST OF A 5.0 FT (1.5 M) TALL YELLOW CONCRETE
 DN8611'POST, 73.4 FT (22.4 M) EAST OF THE APPROXIMATE CENTERLINE OF NORTHEAST
 DN8611'FOURTH AVENUE, 14.7 FT (4.5 M) SOUTHEAST OF THE WELLHEAD AND 1.3 FT
 DN8611'(0.4 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 DN8611'
 DN8611'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN8611
 DN8611                          STATION RECOVERY (2019)
 DN8611
 DN8611'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (CWT)
 DN8611'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8610 ***********************************************************************
 DN8610  DESIGNATION -  23078 B
 DN8610  PID         -  DN8610
 DN8610  STATE/COUNTY-  FL/SUMTER
 DN8610  COUNTRY     -  US
 DN8610  USGS QUAD   -  WEBSTER (2018)
 DN8610
 DN8610                         *CURRENT SURVEY CONTROL
 DN8610  ______________________________________________________________________
 DN8610* NAD 83(1986) POSITION- 28 36 38.1    (N) 082 02 58.0    (W)   HD_HELD2
 DN8610* NAVD 88 ORTHO HEIGHT -    27.676 (meters)       90.80  (feet) ADJUSTED
 DN8610  ______________________________________________________________________
 DN8610  GEOID HEIGHT    -        -26.927 (meters)                     GEOID18
 DN8610  DYNAMIC HEIGHT  -         27.637 (meters)       90.67  (feet) COMP
 DN8610  MODELED GRAVITY -    979,217.6   (mgal)                       NAVD 88
 DN8610
 DN8610  VERT ORDER      -  SECOND    CLASS I
 DN8610
 DN8610.The horizontal coordinates were established by autonomous hand held GPS
 DN8610.observations and have an estimated accuracy of +/- 10 meters.
 DN8610
 DN8610.The orthometric height was determined by differential leveling and
 DN8610.adjusted by the NATIONAL GEODETIC SURVEY
 DN8610.in July 2012.
 DN8610
 DN8610.No vertical observational check was made to the station.
 DN8610
 DN8610.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8610.GEOID18 height accuracy estimate available here.
 DN8610
 DN8610.Click photographs - Photos may exist for this station.
 DN8610
 DN8610.The dynamic height is computed by dividing the NAVD 88
 DN8610.geopotential number by the normal gravity value computed on the
 DN8610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8610.degrees latitude (g = 980.6199 gals.).
 DN8610
 DN8610.The modeled gravity was interpolated from observed gravity values.
 DN8610
 DN8610;                    North         East    Units  Estimated Accuracy
 DN8610;SPC FL W     -   473,874.      195,165.      MT  (+/- 10 meters HH2 GPS)
 DN8610
 DN8610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9740065292(NAD 83)
 DN8610
 DN8610                          SUPERSEDED SURVEY CONTROL
 DN8610
 DN8610.No superseded survey control is available for this station.
 DN8610
 DN8610_MARKER: DD = SURVEY DISK
 DN8610_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8610_STAMPING: 23078 B 2011
 DN8610_MARK LOGO: SWFWMD
 DN8610_PROJECTION: RECESSED 5 CENTIMETERS
 DN8610_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8610+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2019
 DN8610_ROD/PIPE-DEPTH: 6.3 meters
 DN8610
 DN8610  HISTORY     - Date     Condition        Report By
 DN8610  HISTORY     - 20110405 MONUMENTED       FLDEP
 DN8610  HISTORY     - 20190521 GOOD             SWFWMD
 DN8610
 DN8610                          STATION DESCRIPTION
 DN8610
 DN8610'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8610'THE MARK IS ABOUT 5.4 MI (8.7 KM) SOUTHEAST OF BUSHNELL, 4.4 MI (7.1
 DN8610'KM) SOUTHWEST OF CENTER HILL, IN THE TOWN OF WEBSTER, IN SECTION 31,
 DN8610'RANGE 23 EAST, TOWNSHIP 21 SOUTH.
 DN8610'
 DN8610'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND STATE
 DN8610'ROAD 471 IN TARRY TOWN, GO NORTH ON STATE ROAD 471 FOR 3.9 MI (6.3 KM)
 DN8610'TO THE INTERSECTION OF NORTHEAST FOURTH AVENUE ON THE RIGHT AND COUNTY
 DN8610'ROAD 478 ON THE LEFT.  TURN RIGHT ON NORTHEAST FOURTH AVENUE AND GO
 DN8610'EAST FOR 0.3 MI (0.5 KM) TO A CURVE RIGHT.  CONTINUE SOUTHERLY ON
 DN8610'FOURTH AVENUE FOR 0.2 MI (0.3 KM) TO THE MARK ON THE LEFT, AN ALUMINUM
 DN8610'ROD DRIVEN TO A DEPTH OF 20.8 FT (6.3 M) WITH AN ALUMINUM DISK
 DN8610'ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6
 DN8610'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH NORTHEAST FOURTH
 DN8610'AVENUE.
 DN8610'
 DN8610'LOCATED 79.6 FT (24.3 M) SOUTH-SOUTHWEST OF SURVEY MARK 23078 A, 48.0
 DN8610'FT (14.6 M) SOUTHEAST OF THE ARC IN APPROXIMATE CENTERLINE OF
 DN8610'NORTHEAST FOURTH AVENUE, 22.6 FT (6.9 M) EAST-NORTHEAST OF THE
 DN8610'APPROXIMATE CENTERLINE OF A DIRT ROAD, 18.4 FT (5.6 M) NORTHEAST OF
 DN8610'WATER MAIN ACCESS COVER, 1.8 FT (0.5 M) SOUTH OF A 5.0 FT (1.5 M) TALL
 DN8610'YELLOW CONCRETE POST AND 1.0 FT (0.3 M) SOUTHWEST OF A CARSONITE
 DN8610'WITNESS POST.
 DN8610'
 DN8610'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN8610
 DN8610                          STATION RECOVERY (2019)
 DN8610
 DN8610'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (CWT)
 DN8610'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9095 ***********************************************************************
 DN9095  DESIGNATION -  23085 A
 DN9095  PID         -  DN9095
 DN9095  STATE/COUNTY-  FL/SUMTER
 DN9095  COUNTRY     -  US
 DN9095  USGS QUAD   -  BUSHNELL (2018)
 DN9095
 DN9095                         *CURRENT SURVEY CONTROL
 DN9095  ______________________________________________________________________
 DN9095* NAD 83(1986) POSITION- 28 44 56.7    (N) 082 05 30.2    (W)   HD_HELD2
 DN9095* NAVD 88 ORTHO HEIGHT -    18.890 (meters)       61.97  (feet) ADJUSTED
 DN9095  ______________________________________________________________________
 DN9095  GEOID HEIGHT    -        -27.197 (meters)                     GEOID18
 DN9095  DYNAMIC HEIGHT  -         18.863 (meters)       61.89  (feet) COMP
 DN9095  MODELED GRAVITY -    979,227.2   (mgal)                       NAVD 88
 DN9095
 DN9095  VERT ORDER      -  SECOND    CLASS I
 DN9095
 DN9095.The horizontal coordinates were established by autonomous hand held GPS
 DN9095.observations and have an estimated accuracy of +/- 10 meters.
 DN9095
 DN9095.The orthometric height was determined by differential leveling and
 DN9095.adjusted by the NATIONAL GEODETIC SURVEY
 DN9095.in July 2012.
 DN9095
 DN9095.No vertical observational check was made to the station.
 DN9095
 DN9095.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9095.GEOID18 height accuracy estimate available here.
 DN9095
 DN9095.Click photographs - Photos may exist for this station.
 DN9095
 DN9095.The dynamic height is computed by dividing the NAVD 88
 DN9095.geopotential number by the normal gravity value computed on the
 DN9095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9095.degrees latitude (g = 980.6199 gals.).
 DN9095
 DN9095.The modeled gravity was interpolated from observed gravity values.
 DN9095
 DN9095;                    North         East    Units  Estimated Accuracy
 DN9095;SPC FL W     -   489,225.      191,042.      MT  (+/- 10 meters HH2 GPS)
 DN9095
 DN9095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9340780675(NAD 83)
 DN9095
 DN9095                          SUPERSEDED SURVEY CONTROL
 DN9095
 DN9095.No superseded survey control is available for this station.
 DN9095
 DN9095_MARKER: DD = SURVEY DISK
 DN9095_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9095_STAMPING: 23085 A 2011
 DN9095_MARK LOGO: SWFWMD
 DN9095_PROJECTION: RECESSED 8 CENTIMETERS
 DN9095_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9095_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9095+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2011
 DN9095_ROD/PIPE-DEPTH: 11.9 meters
 DN9095
 DN9095  HISTORY     - Date     Condition        Report By
 DN9095  HISTORY     - 20110310 MONUMENTED       FLDEP
 DN9095
 DN9095                          STATION DESCRIPTION
 DN9095
 DN9095'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN9095'THE MARK IS ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF WILDWOOD, 7.5 MI
 DN9095'(12.1 KM) EAST-NORTHEAST OF WAHOO, 6.0 MI (9.7 KM) NORTH-NORTHEAST OF
 DN9095'BUSHNELL, IN SECTION 15, TOWNSHIP 20 SOUTH, RANGE 22 EAST.
 DN9095'
 DN9095'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DN9095'(EXIT 321) AND COUNTY ROAD 470 IN LAKE PANASOFFKEE, GO SOUTHEAST ON
 DN9095'COUNTY ROAD 470 FOR 0.8 MI (1.3 KM) TO THE MARK ON THE LEFT, AN
 DN9095'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.1 FT (11.9 M) WITH AN
 DN9095'ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE
 DN9095'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 3.0 FT (0.9
 DN9095'M) ABOVE THE LEVEL OF COUNTY ROAD 470.
 DN9095'
 DN9095'LOCATED 75.4 FT (23.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY
 DN9095'ROAD 470, 20.1 FT (6.1 M) NORTHEAST OF SURVEY MARK 23085 B, 4.7 FT
 DN9095'(1.4 M) EAST OF THE EASTERN MOST WATER MONITORING WELL, 4.3 FT (1.3 M)
 DN9095'SOUTH OF THE HOG WIRE FENCE AND 1.6 FT (0.5 M) WEST OF A CARSONITE
 DN9095'WITNESS POST.    NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE
 DN9095'MARK, ALSO A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9094 ***********************************************************************
 DN9094  DESIGNATION -  23085 B
 DN9094  PID         -  DN9094
 DN9094  STATE/COUNTY-  FL/SUMTER
 DN9094  COUNTRY     -  US
 DN9094  USGS QUAD   -  BUSHNELL (2018)
 DN9094
 DN9094                         *CURRENT SURVEY CONTROL
 DN9094  ______________________________________________________________________
 DN9094* NAD 83(1986) POSITION- 28 44 56.8    (N) 082 05 30.3    (W)   HD_HELD2
 DN9094* NAVD 88 ORTHO HEIGHT -    19.014 (meters)       62.38  (feet) ADJUSTED
 DN9094  ______________________________________________________________________
 DN9094  GEOID HEIGHT    -        -27.197 (meters)                     GEOID18
 DN9094  DYNAMIC HEIGHT  -         18.987 (meters)       62.29  (feet) COMP
 DN9094  MODELED GRAVITY -    979,227.2   (mgal)                       NAVD 88
 DN9094
 DN9094  VERT ORDER      -  SECOND    CLASS I
 DN9094
 DN9094.The horizontal coordinates were established by autonomous hand held GPS
 DN9094.observations and have an estimated accuracy of +/- 10 meters.
 DN9094
 DN9094.The orthometric height was determined by differential leveling and
 DN9094.adjusted by the NATIONAL GEODETIC SURVEY
 DN9094.in July 2012.
 DN9094
 DN9094.No vertical observational check was made to the station.
 DN9094
 DN9094.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9094.GEOID18 height accuracy estimate available here.
 DN9094
 DN9094.Click photographs - Photos may exist for this station.
 DN9094
 DN9094.The dynamic height is computed by dividing the NAVD 88
 DN9094.geopotential number by the normal gravity value computed on the
 DN9094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9094.degrees latitude (g = 980.6199 gals.).
 DN9094
 DN9094.The modeled gravity was interpolated from observed gravity values.
 DN9094
 DN9094;                    North         East    Units  Estimated Accuracy
 DN9094;SPC FL W     -   489,228.      191,039.      MT  (+/- 10 meters HH2 GPS)
 DN9094
 DN9094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9340480678(NAD 83)
 DN9094
 DN9094                          SUPERSEDED SURVEY CONTROL
 DN9094
 DN9094.No superseded survey control is available for this station.
 DN9094
 DN9094_MARKER: DD = SURVEY DISK
 DN9094_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9094_STAMPING: 23085 B 2011
 DN9094_MARK LOGO: SWFWMD
 DN9094_PROJECTION: RECESSED 5 CENTIMETERS
 DN9094_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9094_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9094+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2011
 DN9094_ROD/PIPE-DEPTH: 8.8 meters
 DN9094
 DN9094  HISTORY     - Date     Condition        Report By
 DN9094  HISTORY     - 20110310 MONUMENTED       FLDEP
 DN9094
 DN9094                          STATION DESCRIPTION
 DN9094
 DN9094'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN9094'THE MARK IS ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF WILDWOOD, 7.5 MI
 DN9094'(12.1 KM) EAST-NORTHEAST OF WAHOO, 6.0 MI (9.7 KM) NORTH-NORTHEAST OF
 DN9094'BUSHNELL, IN SECTION 15, TOWNSHIP 20 SOUTH, RANGE 22 EAST.
 DN9094'
 DN9094'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DN9094'(EXIT 321) AND COUNTY ROAD 470 IN LAKE PANASOFFKEE, GO SOUTHEAST ON
 DN9094'COUNTY ROAD 470 FOR 0.8 MI (1.3 KM) TO THE MARK ON THE LEFT, AN
 DN9094'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 28.8 FT (8.8 M) WITH AN
 DN9094'ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE
 DN9094'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 3.0 FT (0.9
 DN9094'M) ABOVE THE LEVEL OF COUNTY ROAD 470.
 DN9094'
 DN9094'LOCATED 62.3 FT (19.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY
 DN9094'ROAD 470, 20.1 FT (6.1 M) SOUTHWEST OF SURVEY MARK 23085 A, 11.3 FT
 DN9094'(3.4 M) WEST OF THE CENTER OF A STEEL GATE, 10.2 FT (3.1 M)
 DN9094'SOUTH-SOUTHWEST OF THE WESTERN MOST WATER MONITORING WELL AND 1.8 FT
 DN9094'(0.5 M) WEST OF THE CARSONITE WITNESS.
 DN9094'
 DN9094'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9094'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0065 ***********************************************************************
 AL0065  DESIGNATION -  231
 AL0065  PID         -  AL0065
 AL0065  STATE/COUNTY-  FL/PINELLAS
 AL0065  COUNTRY     -  US
 AL0065  USGS QUAD   -  ELFERS (2018)
 AL0065
 AL0065                         *CURRENT SURVEY CONTROL
 AL0065  ______________________________________________________________________
 AL0065* NAD 83(1986) POSITION- 28 08 01.     (N) 082 44 23.     (W)   SCALED
 AL0065* NAVD 88 ORTHO HEIGHT -     1.857 (meters)        6.09  (feet) ADJUSTED
 AL0065  ______________________________________________________________________
 AL0065  GEOID HEIGHT    -        -25.091 (meters)                     GEOID18
 AL0065  DYNAMIC HEIGHT  -          1.854 (meters)        6.08  (feet) COMP
 AL0065  MODELED GRAVITY -    979,194.2   (mgal)                       NAVD 88
 AL0065
 AL0065  VERT ORDER      -  SECOND    CLASS II
 AL0065
 AL0065.The horizontal coordinates were scaled from a map and have
 AL0065.an estimated accuracy of +/- 6 seconds.
 AL0065
 AL0065.The orthometric height was determined by differential leveling and
 AL0065.adjusted by the NATIONAL GEODETIC SURVEY
 AL0065.in June 1991.
 AL0065
 AL0065.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0065.GEOID18 height accuracy estimate available here.
 AL0065
 AL0065.Click photographs - Photos may exist for this station.
 AL0065
 AL0065.The dynamic height is computed by dividing the NAVD 88
 AL0065.geopotential number by the normal gravity value computed on the
 AL0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0065.degrees latitude (g = 980.6199 gals.).
 AL0065
 AL0065.The modeled gravity was interpolated from observed gravity values.
 AL0065
 AL0065;                    North         East    Units  Estimated Accuracy
 AL0065;SPC FL W     -   421,240.      127,330.      MT  (+/- 180 meters Scaled)
 AL0065
 AL0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291132(NAD 83)
 AL0065
 AL0065                          SUPERSEDED SURVEY CONTROL
 AL0065
 AL0065  NGVD 29 (??/??/92)    2.116  (m)            6.94   (f) ADJ UNCH    2 2
 AL0065
 AL0065.Superseded values are not recommended for survey control.
 AL0065
 AL0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0065.See file dsdata.pdf to determine how the superseded data were derived.
 AL0065
 AL0065_MARKER: DD = SURVEY DISK
 AL0065_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0065_SP_SET: CULVERT HEADWALL
 AL0065_STAMPING: 231
 AL0065_MARK LOGO: FLSRD
 AL0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0065+STABILITY: SURFACE MOTION
 AL0065
 AL0065  HISTORY     - Date     Condition        Report By
 AL0065  HISTORY     - UNK      MONUMENTED       FLHD
 AL0065  HISTORY     - 1976     GOOD             FLDT
 AL0065  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0065
 AL0065                          STATION DESCRIPTION
 AL0065
 AL0065'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0065'AT TARPON SPRINGS.
 AL0065'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0065'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 0.95 MILE.
 AL0065'STATION ON LEFT, 70.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0065'89.0 FT. S/SW OF POWER POLE, NUMBER 12A-4065.  SET IN TOP OF
 AL0065'A CONCRETE HEADWALL.  SECTION 8, T27S, R16).
 AL0065
 AL0065                          STATION RECOVERY (1984)
 AL0065
 AL0065'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0065'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8796 ***********************************************************************
 DN8796  DESIGNATION -  23109 A
 DN8796  PID         -  DN8796
 DN8796  STATE/COUNTY-  FL/SUMTER
 DN8796  COUNTRY     -  US
 DN8796  USGS QUAD   -  RUTLAND (2018)
 DN8796
 DN8796                         *CURRENT SURVEY CONTROL
 DN8796  ______________________________________________________________________
 DN8796* NAD 83(1986) POSITION- 28 46 29.2    (N) 082 07 37.8    (W)   HD_HELD2
 DN8796* NAVD 88 ORTHO HEIGHT -    15.694 (meters)       51.49  (feet) ADJUSTED
 DN8796  ______________________________________________________________________
 DN8796  GEOID HEIGHT    -        -27.230 (meters)                     GEOID18
 DN8796  DYNAMIC HEIGHT  -         15.672 (meters)       51.42  (feet) COMP
 DN8796  MODELED GRAVITY -    979,228.4   (mgal)                       NAVD 88
 DN8796
 DN8796  VERT ORDER      -  SECOND    CLASS I
 DN8796
 DN8796.The horizontal coordinates were established by autonomous hand held GPS
 DN8796.observations and have an estimated accuracy of +/- 10 meters.
 DN8796
 DN8796.The orthometric height was determined by differential leveling and
 DN8796.adjusted by the NATIONAL GEODETIC SURVEY
 DN8796.in July 2012.
 DN8796
 DN8796.No vertical observational check was made to the station.
 DN8796
 DN8796.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8796.GEOID18 height accuracy estimate available here.
 DN8796
 DN8796.Click photographs - Photos may exist for this station.
 DN8796
 DN8796.The dynamic height is computed by dividing the NAVD 88
 DN8796.geopotential number by the normal gravity value computed on the
 DN8796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8796.degrees latitude (g = 980.6199 gals.).
 DN8796
 DN8796.The modeled gravity was interpolated from observed gravity values.
 DN8796
 DN8796;                    North         East    Units  Estimated Accuracy
 DN8796;SPC FL W     -   492,076.      187,583.      MT  (+/- 10 meters HH2 GPS)
 DN8796
 DN8796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8997383554(NAD 83)
 DN8796
 DN8796                          SUPERSEDED SURVEY CONTROL
 DN8796
 DN8796.No superseded survey control is available for this station.
 DN8796
 DN8796_MARKER: F = FLANGE-ENCASED ROD
 DN8796_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8796_STAMPING: 23109 A 2010
 DN8796_MARK LOGO: SWFWMD
 DN8796_PROJECTION: RECESSED 5 CENTIMETERS
 DN8796_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8796_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8796+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2019
 DN8796_ROD/PIPE-DEPTH: 5.9 meters
 DN8796
 DN8796  HISTORY     - Date     Condition        Report By
 DN8796  HISTORY     - 20101216 MONUMENTED       FLDEP
 DN8796  HISTORY     - 20190522 GOOD             SWFWMD
 DN8796
 DN8796                          STATION DESCRIPTION
 DN8796
 DN8796'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8796'THE MARK IS ABOUT 7.6 MI (12.2 KM) NORTH OF BUSHNELL, 7.5 MI (12.1 KM)
 DN8796'SOUTHEAST OF RUTLAND, 7.2 MI (11.6 KM) NORTHEAST OF WAHOO, IN SECTION
 DN8796'5, TOWNSHIP 20 SOUTH, RANGE 22 EAST.
 DN8796'
 DN8796'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 OVERPASS
 DN8796'(EXIT 321) AND COUNTY ROAD 470 IN LAKE PANASOFFKEE, GO NORTHWEST ON
 DN8796'COUNTY ROAD 470 FOR 2.0 MI (3.2 KM) TO THE JUNCTION OF CR 459 ON THE
 DN8796'LEFT.  TURN LEFT ON CR 459 AND GO WEST FOR 0.2 MI (0.3 KM) TO THE MARK
 DN8796'ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.2 FT
 DN8796'(5.9 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH
 DN8796'(10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DN8796'AND 0.4 FT (12 CM) BELOW THE LEVEL OF NORTHWEST 12 LANE.
 DN8796'
 DN8796'LOCATED 108.4 FT (33.0 M) EAST OF SURVEY MARK 23109 B, 28.1 FT (8.6 M)
 DN8796'SOUTH OF THE APPROXIMATE CENTERLINE OF CR 459, 10.1 FT (3.1 M) NORTH
 DN8796'OF THE WOOD RAIL FENCE AND 2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS
 DN8796'POST.
 DN8796'
 DN8796'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN8796'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DN8796
 DN8796                          STATION RECOVERY (2019)
 DN8796
 DN8796'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (CWT)
 DN8796'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8797 ***********************************************************************
 DN8797  DESIGNATION -  23109 B
 DN8797  PID         -  DN8797
 DN8797  STATE/COUNTY-  FL/SUMTER
 DN8797  COUNTRY     -  US
 DN8797  USGS QUAD   -  RUTLAND (2018)
 DN8797
 DN8797                         *CURRENT SURVEY CONTROL
 DN8797  ______________________________________________________________________
 DN8797* NAD 83(1986) POSITION- 28 46 29.4    (N) 082 07 38.9    (W)   HD_HELD2
 DN8797* NAVD 88 ORTHO HEIGHT -    15.756 (meters)       51.69  (feet) ADJUSTED
 DN8797  ______________________________________________________________________
 DN8797  GEOID HEIGHT    -        -27.230 (meters)                     GEOID18
 DN8797  DYNAMIC HEIGHT  -         15.734 (meters)       51.62  (feet) COMP
 DN8797  MODELED GRAVITY -    979,228.4   (mgal)                       NAVD 88
 DN8797
 DN8797  VERT ORDER      -  SECOND    CLASS I
 DN8797
 DN8797.The horizontal coordinates were established by autonomous hand held GPS
 DN8797.observations and have an estimated accuracy of +/- 10 meters.
 DN8797
 DN8797.The orthometric height was determined by differential leveling and
 DN8797.adjusted by the NATIONAL GEODETIC SURVEY
 DN8797.in July 2012.
 DN8797
 DN8797.No vertical observational check was made to the station.
 DN8797
 DN8797.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8797.GEOID18 height accuracy estimate available here.
 DN8797
 DN8797.Click photographs - Photos may exist for this station.
 DN8797
 DN8797.The dynamic height is computed by dividing the NAVD 88
 DN8797.geopotential number by the normal gravity value computed on the
 DN8797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8797.degrees latitude (g = 980.6199 gals.).
 DN8797
 DN8797.The modeled gravity was interpolated from observed gravity values.
 DN8797
 DN8797;                    North         East    Units  Estimated Accuracy
 DN8797;SPC FL W     -   492,082.      187,553.      MT  (+/- 10 meters HH2 GPS)
 DN8797
 DN8797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8994383560(NAD 83)
 DN8797
 DN8797                          SUPERSEDED SURVEY CONTROL
 DN8797
 DN8797.No superseded survey control is available for this station.
 DN8797
 DN8797_MARKER: F = FLANGE-ENCASED ROD
 DN8797_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8797_STAMPING: 23109 B 2010
 DN8797_MARK LOGO: SWFWMD
 DN8797_PROJECTION: RECESSED 10 CENTIMETERS
 DN8797_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8797+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2010
 DN8797_ROD/PIPE-DEPTH: 6.3 meters
 DN8797
 DN8797  HISTORY     - Date     Condition        Report By
 DN8797  HISTORY     - 20101216 MONUMENTED       FLDEP
 DN8797
 DN8797                          STATION DESCRIPTION
 DN8797
 DN8797'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8797'THE MARK IS ABOUT 7.6 MI (12.2 KM) NORTH OF BUSHNELL, 7.5 MI (12.1 KM)
 DN8797'SOUTHEAST OF RUTLAND, 7.2 MI (11.6 KM) NORTHEAST OF WAHOO, IN SECTION
 DN8797'5, TOWNSHIP 20 SOUTH, RANGE 22 EAST.
 DN8797'
 DN8797'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 OVERPASS
 DN8797'(EXIT 321) AND COUNTY ROAD 470 IN LAKE PANASOFFKEE, GO NORTHWEST ON
 DN8797'COUNTY ROAD 470 FOR 2.0 MI (3.2 KM) TO THE JUNCTION OF CR 459 ON THE
 DN8797'LEFT.  TURN LEFT ON CR 459 AND GO WEST FOR 0.2 MI (0.3 KM) TO THE MARK
 DN8797'ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.2 FT
 DN8797'(5.9 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH
 DN8797'(10 CM) PVC PIPE RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND
 DN8797'AND LEVEL WITH NORTHWEST 12 LANE.
 DN8797'
 DN8797'LOCATED 108.4 FT (33.0 M) WEST OF SURVEY MARK 23109 B, 95.7 FT (29.2
 DN8797'M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE NORTHERN MOST WATER
 DN8797'MONITORING WELL, 28.0 FT (8.5 M) SOUTH OF THE APPROXIMATE CENTERLINE
 DN8797'OF CR 459, 1.0 FT (0.3 M) NORTH OF A SOLID WOODEN FENCE AND 0.8 FT (24
 DN8797'CM) NORTH OF A CARSONITE WITNESS POST.
 DN8797'
 DN8797'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN8797'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8784 ***********************************************************************
 DN8784  DESIGNATION -  23130 A
 DN8784  PID         -  DN8784
 DN8784  STATE/COUNTY-  FL/SUMTER
 DN8784  COUNTRY     -  US
 DN8784  USGS QUAD   -  RUTLAND (2018)
 DN8784
 DN8784                         *CURRENT SURVEY CONTROL
 DN8784  ______________________________________________________________________
 DN8784* NAD 83(1986) POSITION- 28 49 32.9    (N) 082 10 59.4    (W)   HD_HELD2
 DN8784* NAVD 88 ORTHO HEIGHT -    12.754 (meters)       41.84  (feet) ADJUSTED
 DN8784  ______________________________________________________________________
 DN8784  GEOID HEIGHT    -        -27.289 (meters)                     GEOID18
 DN8784  DYNAMIC HEIGHT  -         12.735 (meters)       41.78  (feet) COMP
 DN8784  MODELED GRAVITY -    979,230.3   (mgal)                       NAVD 88
 DN8784
 DN8784  VERT ORDER      -  SECOND    CLASS I
 DN8784
 DN8784.The horizontal coordinates were established by autonomous hand held GPS
 DN8784.observations and have an estimated accuracy of +/- 10 meters.
 DN8784
 DN8784.The orthometric height was determined by differential leveling and
 DN8784.adjusted by the NATIONAL GEODETIC SURVEY
 DN8784.in July 2012.
 DN8784
 DN8784.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8784.GEOID18 height accuracy estimate available here.
 DN8784
 DN8784.Click photographs - Photos may exist for this station.
 DN8784
 DN8784.The dynamic height is computed by dividing the NAVD 88
 DN8784.geopotential number by the normal gravity value computed on the
 DN8784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8784.degrees latitude (g = 980.6199 gals.).
 DN8784
 DN8784.The modeled gravity was interpolated from observed gravity values.
 DN8784
 DN8784;                    North         East    Units  Estimated Accuracy
 DN8784;SPC FL W     -   497,738.      182,124.      MT  (+/- 10 meters HH2 GPS)
 DN8784
 DN8784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8456289261(NAD 83)
 DN8784
 DN8784                          SUPERSEDED SURVEY CONTROL
 DN8784
 DN8784.No superseded survey control is available for this station.
 DN8784
 DN8784_MARKER: DD = SURVEY DISK
 DN8784_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8784_STAMPING: 23130 A 2010
 DN8784_MARK LOGO: SWFWMD
 DN8784_PROJECTION: RECESSED 5 CENTIMETERS
 DN8784_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8784+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2010
 DN8784_ROD/PIPE-DEPTH: 5.2 meters
 DN8784
 DN8784  HISTORY     - Date     Condition        Report By
 DN8784  HISTORY     - 20101215 MONUMENTED       FLDEP
 DN8784
 DN8784                          STATION DESCRIPTION
 DN8784
 DN8784'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8784'THE MARK IS ABOUT 9.1 MI (14.6 KM) WEST-SOUTHWEST OF WILDWOOD, 9.0 MI
 DN8784'(14.5 KM) EAST OF INVERNESS, 2.6 MI (4.2 KM) SOUTHEAST OF RUTLAND, IN
 DN8784'SECTION 23, TOWNSHIP 19 SOUTH, RANGE 21 EAST, PERMISSION MUST BE
 DN8784'OBTAINED FROM JIM AND JUDY HOGAN AT 4794 COUNTY ROAD 300, PHONE
 DN8784'352-568-0045.
 DN8784'
 DN8784'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DN8784'AND STATE ROAD 44 ABOUT 3.2 MI (5.1 KM) WEST OF WILDWOOD, GO WEST ON
 DN8784'STATE ROAD 44 FOR 5.35 MI (8.6 KM) TO THE JUNCTION OF COUNTY ROAD 470
 DN8784'ON THE LEFT.  TURN LEFT ON COUNTY ROAD 470 AND GO SOUTH FOR 2.1 MI
 DN8784'(3.4 KM) TO THE JUNCTION OF COUNTY ROAD 300 ON THE RIGHT.  TURN RIGHT
 DN8784'ON COUNTY ROAD 300 AND GO WEST FOR 0.3 MI (0.5 KM) TO THE MARK ON THE
 DN8784'RIGHT, BEHIND THE HOUSE NEXT TO THE BARN, AN ALUMINUM ROD DRIVEN TO
 DN8784'REFUSAL AT A DEPTH OF 16.9 FT (5.2 M) WITH AN ALUMINUM SWFWMD DISK
 DN8784'ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6
 DN8784'CM) BELOW THE LEVEL OF THE GROUND.
 DN8784'
 DN8784'LOCATED 25.2 FT (7.7 M) SOUTH OF THE CENTER OF 2 GATES, 23.0 FT (7.0
 DN8784'M) NORTH OF SURVEY MARK 23130 B, 16.8 FT (5.1 M) NORTHEAST OF THE
 DN8784'WATER MONITORING WELL NUMBER 23130, 2.0 FT (0.6 M) WEST OF THE BARN
 DN8784'AND 1.9 FT (0.6 M) WEST OF A CARSONITE WITNESS POST.
 DN8784'
 DN8784'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN8784'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8785 ***********************************************************************
 DN8785  DESIGNATION -  23130 B
 DN8785  PID         -  DN8785
 DN8785  STATE/COUNTY-  FL/SUMTER
 DN8785  COUNTRY     -  US
 DN8785  USGS QUAD   -  RUTLAND (2018)
 DN8785
 DN8785                         *CURRENT SURVEY CONTROL
 DN8785  ______________________________________________________________________
 DN8785* NAD 83(1986) POSITION- 28 49 32.6    (N) 082 10 59.8    (W)   HD_HELD2
 DN8785* NAVD 88 ORTHO HEIGHT -    12.626 (meters)       41.42  (feet) ADJUSTED
 DN8785  ______________________________________________________________________
 DN8785  GEOID HEIGHT    -        -27.289 (meters)                     GEOID18
 DN8785  DYNAMIC HEIGHT  -         12.608 (meters)       41.36  (feet) COMP
 DN8785  MODELED GRAVITY -    979,230.3   (mgal)                       NAVD 88
 DN8785
 DN8785  VERT ORDER      -  SECOND    CLASS I
 DN8785
 DN8785.The horizontal coordinates were established by autonomous hand held GPS
 DN8785.observations and have an estimated accuracy of +/- 10 meters.
 DN8785
 DN8785.The orthometric height was determined by differential leveling and
 DN8785.adjusted by the NATIONAL GEODETIC SURVEY
 DN8785.in July 2012.
 DN8785
 DN8785.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8785.GEOID18 height accuracy estimate available here.
 DN8785
 DN8785.Click photographs - Photos may exist for this station.
 DN8785
 DN8785.The dynamic height is computed by dividing the NAVD 88
 DN8785.geopotential number by the normal gravity value computed on the
 DN8785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8785.degrees latitude (g = 980.6199 gals.).
 DN8785
 DN8785.The modeled gravity was interpolated from observed gravity values.
 DN8785
 DN8785;                    North         East    Units  Estimated Accuracy
 DN8785;SPC FL W     -   497,729.      182,113.      MT  (+/- 10 meters HH2 GPS)
 DN8785
 DN8785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8455189252(NAD 83)
 DN8785
 DN8785                          SUPERSEDED SURVEY CONTROL
 DN8785
 DN8785.No superseded survey control is available for this station.
 DN8785
 DN8785_MARKER: DD = SURVEY DISK
 DN8785_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8785_STAMPING: 23130 B 2010
 DN8785_MARK LOGO: SWFWMD
 DN8785_PROJECTION: RECESSED 8 CENTIMETERS
 DN8785_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8785+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2010
 DN8785_ROD/PIPE-DEPTH: 4.5 meters
 DN8785
 DN8785  HISTORY     - Date     Condition        Report By
 DN8785  HISTORY     - 20101215 MONUMENTED       FLDEP
 DN8785
 DN8785                          STATION DESCRIPTION
 DN8785
 DN8785'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8785'THE MARK IS ABOUT 9.1 MI (14.6 KM) WEST-SOUTHWEST OF WILDWOOD, 9.0 MI
 DN8785'(14.5 KM) EAST OF INVERNESS, 2.6 MI (4.2 KM) SOUTHEAST OF RUTLAND, IN
 DN8785'SECTION 23, TOWNSHIP 19 SOUTH, RANGE 21 EAST, PERMISSION MUST BE
 DN8785'OBTAINED FROM JIM AND JUDY HOGAN AT 4794 COUNTY ROAD 300, PHONE
 DN8785'352-568-0045.
 DN8785'
 DN8785'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DN8785'AND STATE ROAD 44 ABOUT 3.2 MI (5.1 KM) WEST OF WILDWOOD, GO WEST ON
 DN8785'STATE ROAD 44 FOR 5.35 MI (8.6 KM) TO THE JUNCTION OF COUNTY ROAD 470
 DN8785'ON THE LEFT.  TURN LEFT ON COUNTY ROAD 470 AND GO SOUTH FOR 2.1 MI
 DN8785'(3.4 KM) TO THE JUNCTION OF COUNTY ROAD 300 ON THE RIGHT.  TURN RIGHT
 DN8785'ON COUNTY ROAD 300 AND GO WEST FOR 0.3 MI (0.5 KM) TO THE MARK ON THE
 DN8785'RIGHT, BEHIND THE HOUSE NEXT TO THE BARN, AN ALUMINUM ROD DRIVEN TO
 DN8785'REFUSAL AT A DEPTH OF 14.7 FT (4.5 M) WITH AN ALUMINUM SWFWMD DISK
 DN8785'ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9
 DN8785'CM) BELOW THE LEVEL OF THE GROUND.
 DN8785'
 DN8785'LOCATED 48.3 FT (14.7 M) SOUTH OF THE CENTER OF 2 GATES, 23.0 FT (7.0
 DN8785'M) SOUTH OF SURVEY MARK 23130 A, 9.9 FT (3.0 M) EAST-SOUTHEAST OF THE
 DN8785'WATER MONITORING WELL NUMBER 23129, 2.2 FT (0.7 M) WEST OF THE BARN
 DN8785'AND 1.9 FT (0.6 M) WEST OF A CARSONITE WITNESS POST.
 DN8785'
 DN8785'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN8785'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9187 ***********************************************************************
 DN9187  DESIGNATION -  23135 A
 DN9187  PID         -  DN9187
 DN9187  STATE/COUNTY-  FL/SUMTER
 DN9187  COUNTRY     -  US
 DN9187  USGS QUAD   -  WILDWOOD (2018)
 DN9187
 DN9187                         *CURRENT SURVEY CONTROL
 DN9187  ______________________________________________________________________
 DN9187* NAD 83(1986) POSITION- 28 52 00.8    (N) 082 01 44.2    (W)   HD_HELD2
 DN9187* NAVD 88 ORTHO HEIGHT -    25.308 (meters)       83.03  (feet) ADJUSTED
 DN9187  ______________________________________________________________________
 DN9187  GEOID HEIGHT    -        -27.441 (meters)                     GEOID18
 DN9187  DYNAMIC HEIGHT  -         25.272 (meters)       82.91  (feet) COMP
 DN9187  MODELED GRAVITY -    979,233.8   (mgal)                       NAVD 88
 DN9187
 DN9187  VERT ORDER      -  SECOND    CLASS I
 DN9187
 DN9187.The horizontal coordinates were established by autonomous hand held GPS
 DN9187.observations and have an estimated accuracy of +/- 10 meters.
 DN9187
 DN9187.The orthometric height was determined by differential leveling and
 DN9187.adjusted by the NATIONAL GEODETIC SURVEY
 DN9187.in July 2012.
 DN9187
 DN9187.No vertical observational check was made to the station.
 DN9187
 DN9187.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9187.GEOID18 height accuracy estimate available here.
 DN9187
 DN9187.Click photographs - Photos may exist for this station.
 DN9187
 DN9187.The dynamic height is computed by dividing the NAVD 88
 DN9187.geopotential number by the normal gravity value computed on the
 DN9187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9187.degrees latitude (g = 980.6199 gals.).
 DN9187
 DN9187.The modeled gravity was interpolated from observed gravity values.
 DN9187
 DN9187;                    North         East    Units  Estimated Accuracy
 DN9187;SPC FL W     -   502,278.      197,176.      MT  (+/- 10 meters HH2 GPS)
 DN9187
 DN9187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9964993673(NAD 83)
 DN9187
 DN9187                          SUPERSEDED SURVEY CONTROL
 DN9187
 DN9187.No superseded survey control is available for this station.
 DN9187
 DN9187_MARKER: DD = SURVEY DISK
 DN9187_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN9187_SP_SET: WATER TANK PEDESTAL
 DN9187_STAMPING: 23135 A
 DN9187_MARK LOGO: FLDEP
 DN9187_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9187+STABILITY: SURFACE MOTION
 DN9187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9187+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2011
 DN9187
 DN9187  HISTORY     - Date     Condition        Report By
 DN9187  HISTORY     - 20110609 MONUMENTED       FLDEP
 DN9187
 DN9187                          STATION DESCRIPTION
 DN9187
 DN9187'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN9187'THE MARK IS ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF LADY LAKE, 4.2 MI
 DN9187'(6.8 KM) SOUTH OF OXFORD, 0.6 MI (1.0 KM) EAST-NORTHEAST OF WILDWOOD,
 DN9187'IN SECTION 5, TOWNSHIP 19 SOUTH, RANGE 23 EAST.
 DN9187'
 DN9187'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DN9187'ROAD 44 IN WILDWOOD, GO NORTH ON U.S. HIGHWAY 301 FOR 1.3 MI (2.1 KM)
 DN9187'TO THE JUNCTION OF CLEVELAND AVENUE ON THE RIGHT.  TURN RIGHT ON
 DN9187'CLEVELAND AVENUE AND GO EAST OF 0.6 MI (1.0 KM) TO THE JUNCTION OF
 DN9187'MASTERS AVENUE ON THE LEFT.  TURN LEFT ON MASTERS AVENUE AND GO NORTH
 DN9187'FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF
 DN9187'A CONCRETE PEDESTAL, 3.1 FT (0.9 M) ABOVE THE LEVEL OF MASTERS AVENUE.
 DN9187'LOCATED 102.3 FT (31.2 M) EAST OF THE APPROXIMATE CENTERLINE OF MASTER
 DN9187'AVENUE, 47.3 FT (14.4 M) SOUTH-SOUTHEAST OF SURVEY MARK 23135 B, 46.7
 DN9187'FT (14.2 M) NORTH OF THE NORTHEAST CORNER OF A CYINDER BLOCK BUILDING,
 DN9187'5.7 FT (1.7 M) SOUTHWEST OF THE SOUTH END OF A STEEL PIPE AND 1.6 FT
 DN9187'(0.5 M) EAST OF A CONCRETE PEDESTAL WITH A SURVEY STICKER ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9186 ***********************************************************************
 DN9186  DESIGNATION -  23135 B
 DN9186  PID         -  DN9186
 DN9186  STATE/COUNTY-  FL/SUMTER
 DN9186  COUNTRY     -  US
 DN9186  USGS QUAD   -  WILDWOOD (2018)
 DN9186
 DN9186                         *CURRENT SURVEY CONTROL
 DN9186  ______________________________________________________________________
 DN9186* NAD 83(1986) POSITION- 28 52 01.1    (N) 082 01 44.3    (W)   HD_HELD2
 DN9186* NAVD 88 ORTHO HEIGHT -    24.612 (meters)       80.75  (feet) ADJUSTED
 DN9186  ______________________________________________________________________
 DN9186  GEOID HEIGHT    -        -27.441 (meters)                     GEOID18
 DN9186  DYNAMIC HEIGHT  -         24.578 (meters)       80.64  (feet) COMP
 DN9186  MODELED GRAVITY -    979,233.8   (mgal)                       NAVD 88
 DN9186
 DN9186  VERT ORDER      -  SECOND    CLASS I
 DN9186
 DN9186.The horizontal coordinates were established by autonomous hand held GPS
 DN9186.observations and have an estimated accuracy of +/- 10 meters.
 DN9186
 DN9186.The orthometric height was determined by differential leveling and
 DN9186.adjusted by the NATIONAL GEODETIC SURVEY
 DN9186.in July 2012.
 DN9186
 DN9186.No vertical observational check was made to the station.
 DN9186
 DN9186.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9186.GEOID18 height accuracy estimate available here.
 DN9186
 DN9186.Click photographs - Photos may exist for this station.
 DN9186
 DN9186.The dynamic height is computed by dividing the NAVD 88
 DN9186.geopotential number by the normal gravity value computed on the
 DN9186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9186.degrees latitude (g = 980.6199 gals.).
 DN9186
 DN9186.The modeled gravity was interpolated from observed gravity values.
 DN9186
 DN9186;                    North         East    Units  Estimated Accuracy
 DN9186;SPC FL W     -   502,287.      197,174.      MT  (+/- 10 meters HH2 GPS)
 DN9186
 DN9186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9964793682(NAD 83)
 DN9186
 DN9186                          SUPERSEDED SURVEY CONTROL
 DN9186
 DN9186.No superseded survey control is available for this station.
 DN9186
 DN9186_MARKER: DD = SURVEY DISK
 DN9186_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9186_STAMPING: 23135 B 2011
 DN9186_MARK LOGO: SWFWMD
 DN9186_PROJECTION: RECESSED 3 CENTIMETERS
 DN9186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9186+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2011
 DN9186_ROD/PIPE-DEPTH: 5.6 meters
 DN9186
 DN9186  HISTORY     - Date     Condition        Report By
 DN9186  HISTORY     - 20110609 MONUMENTED       FLDEP
 DN9186
 DN9186                          STATION DESCRIPTION
 DN9186
 DN9186'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN9186'THE MARK IS ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF LADY LAKE, 4.2 MI
 DN9186'(6.8 KM) SOUTH OF OXFORD, 0.6 MI (1.0 KM) EAST-NORTHEAST OF WILDWOOD,
 DN9186'IN SECTION 5, TOWNSHIP 19 SOUTH, RANGE 23 EAST.
 DN9186'
 DN9186'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DN9186'ROAD 44 IN WILDWOOD, GO NORTH ON U.S. HIGHWAY 301 FOR 1.3 MI (2.1 KM)
 DN9186'TO THE JUNCTION OF CLEVELAND AVENUE ON THE RIGHT.  TURN RIGHT ON
 DN9186'CLEVELAND AVENUE AND GO EAST FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF
 DN9186'MASTERS AVENUE ON THE LEFT.  TURN LEFT ON MASTERS AVENUE AND GO NORTH
 DN9186'FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN
 DN9186'TO REFUSAL AT A DEPTH OF 18.3 FT (5.6 M) WITH AN ALUMINUM DISK
 DN9186'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.1 FT
 DN9186'(0.0 M) BELOW THE LEVEL OF THE GROUND AND 2.4 FT (0.7 M) ABOVE THE
 DN9186'LEVEL OF MASTERS AVENUE.
 DN9186'
 DN9186'LOCATED 92.3 NORTH OF THE NORTHWEST CORNER OF A CYLINDER BLOCK
 DN9186'BUILDING, 83.8 FT (25.5 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DN9186'MASTER AVENUE AND 47.3 FT (14.4 M) NORTH-NORTHEAST OF SURVEY MARK
 DN9186'23135 A.
 DN9186'
 DN9186'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8789 ***********************************************************************
 DN8789  DESIGNATION -  23143 A
 DN8789  PID         -  DN8789
 DN8789  STATE/COUNTY-  FL/SUMTER
 DN8789  COUNTRY     -  US
 DN8789  USGS QUAD   -  RUTLAND (2018)
 DN8789
 DN8789                         *CURRENT SURVEY CONTROL
 DN8789  ______________________________________________________________________
 DN8789* NAD 83(1986) POSITION- 28 48 11.6    (N) 082 09 12.3    (W)   HD_HELD2
 DN8789* NAVD 88 ORTHO HEIGHT -    15.092 (meters)       49.51  (feet) ADJUSTED
 DN8789  ______________________________________________________________________
 DN8789  GEOID HEIGHT    -        -27.264 (meters)                     GEOID18
 DN8789  DYNAMIC HEIGHT  -         15.071 (meters)       49.45  (feet) COMP
 DN8789  MODELED GRAVITY -    979,229.7   (mgal)                       NAVD 88
 DN8789
 DN8789  VERT ORDER      -  SECOND    CLASS I
 DN8789
 DN8789.The horizontal coordinates were established by autonomous hand held GPS
 DN8789.observations and have an estimated accuracy of +/- 10 meters.
 DN8789
 DN8789.The orthometric height was determined by differential leveling and
 DN8789.adjusted by the NATIONAL GEODETIC SURVEY
 DN8789.in July 2012.
 DN8789
 DN8789.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8789.GEOID18 height accuracy estimate available here.
 DN8789
 DN8789.Click photographs - Photos may exist for this station.
 DN8789
 DN8789.The dynamic height is computed by dividing the NAVD 88
 DN8789.geopotential number by the normal gravity value computed on the
 DN8789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8789.degrees latitude (g = 980.6199 gals.).
 DN8789
 DN8789.The modeled gravity was interpolated from observed gravity values.
 DN8789
 DN8789;                    North         East    Units  Estimated Accuracy
 DN8789;SPC FL W     -   495,231.      185,024.      MT  (+/- 10 meters HH2 GPS)
 DN8789
 DN8789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8744186730(NAD 83)
 DN8789
 DN8789                          SUPERSEDED SURVEY CONTROL
 DN8789
 DN8789.No superseded survey control is available for this station.
 DN8789
 DN8789_MARKER: F = FLANGE-ENCASED ROD
 DN8789_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN8789+WITH SETTING: INFORMATION.
 DN8789_STAMPING: 23143 A 2010
 DN8789_MARK LOGO: SWFWMD
 DN8789_PROJECTION: RECESSED 8 CENTIMETERS
 DN8789_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8789+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2014
 DN8789_ROD/PIPE-DEPTH: 1.6 meters
 DN8789
 DN8789  HISTORY     - Date     Condition        Report By
 DN8789  HISTORY     - 20101215 MONUMENTED       FLDEP
 DN8789  HISTORY     - 20141205 GOOD             FLDEP
 DN8789
 DN8789                          STATION DESCRIPTION
 DN8789
 DN8789'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8789'THE MARK IS ABOUT 8.2 MI (13.2 KM) NORTH-NORTHEAST OF WAHOO, 8.1 MI
 DN8789'(13.0 KM) WEST-SOUTHWEST OF WILDWOOD, 5.0 MI (8.0 KM) SOUTHEAST OF
 DN8789'RUTLAND, IN SECTION 30, TOWNSHIP 19 SOUTH, RANGE 22 EAST.
 DN8789'
 DN8789'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 OVERPASS
 DN8789'(EXIT 321) AND COUNTY ROAD 470 IN LAKE PANASOFFKEE, GO NORTHWEST ON
 DN8789'COUNTY ROAD 470 FOR 4.9 MI (7.9 KM) TO THE SOUTHEAST END OF THE BRIDGE
 DN8789'SPANNING THE OUTLET RIVER.  CONTINUE NORTHWEST ON COUNTY ROAD 470 FOR
 DN8789'0.15 MI (0.2 KM) TO THE JUNCTION OF COUNTY ROAD 413.  CONTINUE ON
 DN8789'COUNTY ROAD 470 FOR 0.05 MI (0.1 KM) TO THE NORTHERN MOST ENTRANCE TO
 DN8789'THE MARSH BEND OUTLET PARK AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DN8789'DRIVEN TO REFUSAL AT A DEPTH OF 5.1 FT (1.6 M) WITH AN ALUMINUM SWFWMD
 DN8789'DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT
 DN8789'(9 CM) BELOW THE LEVEL OF THE GROUND AND 0.9 FT (27 CM) BELOW THE
 DN8789'LEVEL OF THE ENTRANCE ROAD.
 DN8789'
 DN8789'LOCATED 148.9 FT (45.4 M) SOUTH-SOUTHWEST OF A UTILITY POLE NUMBER
 DN8789'37059, 81.3 FT (24.8 M) WEST OF THE APPROXIMATE CENTERLINE OF COUNTY
 DN8789'ROAD 470, 26.0 FT (7.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DN8789'ENTRANCE ROAD, 3.6 FT (1.1 M) WEST OF THE CHAIN LINK FENCE AND 3.5 FT
 DN8789'(1.1 M) WEST OF A CARSONITE WITNESS POST.
 DN8789'
 DN8789'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN8789'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DN8789
 DN8789                          STATION RECOVERY (2014)
 DN8789
 DN8789'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (MAH)
 DN8789'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9104 ***********************************************************************
 DN9104  DESIGNATION -  23147 A
 DN9104  PID         -  DN9104
 DN9104  STATE/COUNTY-  FL/SUMTER
 DN9104  COUNTRY     -  US
 DN9104  USGS QUAD   -  WILDWOOD (2018)
 DN9104
 DN9104                         *CURRENT SURVEY CONTROL
 DN9104  ______________________________________________________________________
 DN9104* NAD 83(1986) POSITION- 28 48 00.4    (N) 082 05 40.4    (W)   HD_HELD2
 DN9104* NAVD 88 ORTHO HEIGHT -    15.929 (meters)       52.26  (feet) ADJUSTED
 DN9104  ______________________________________________________________________
 DN9104  GEOID HEIGHT    -        -27.292 (meters)                     GEOID18
 DN9104  DYNAMIC HEIGHT  -         15.906 (meters)       52.18  (feet) COMP
 DN9104  MODELED GRAVITY -    979,230.5   (mgal)                       NAVD 88
 DN9104
 DN9104  VERT ORDER      -  SECOND    CLASS I
 DN9104
 DN9104.The horizontal coordinates were established by autonomous hand held GPS
 DN9104.observations and have an estimated accuracy of +/- 10 meters.
 DN9104
 DN9104.The orthometric height was determined by differential leveling and
 DN9104.adjusted by the NATIONAL GEODETIC SURVEY
 DN9104.in July 2012.
 DN9104
 DN9104.No vertical observational check was made to the station.
 DN9104
 DN9104.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9104.GEOID18 height accuracy estimate available here.
 DN9104
 DN9104.Click photographs - Photos may exist for this station.
 DN9104
 DN9104.The dynamic height is computed by dividing the NAVD 88
 DN9104.geopotential number by the normal gravity value computed on the
 DN9104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9104.degrees latitude (g = 980.6199 gals.).
 DN9104
 DN9104.The modeled gravity was interpolated from observed gravity values.
 DN9104
 DN9104;                    North         East    Units  Estimated Accuracy
 DN9104;SPC FL W     -   494,881.      190,769.      MT  (+/- 10 meters HH2 GPS)
 DN9104
 DN9104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9318286331(NAD 83)
 DN9104
 DN9104                          SUPERSEDED SURVEY CONTROL
 DN9104
 DN9104.No superseded survey control is available for this station.
 DN9104
 DN9104_MARKER: DD = SURVEY DISK
 DN9104_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9104_STAMPING: 23147 A 2011
 DN9104_MARK LOGO: SWFWMD
 DN9104_PROJECTION: RECESSED 5 CENTIMETERS
 DN9104_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9104_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9104+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2011
 DN9104_ROD/PIPE-DEPTH: 9.1 meters
 DN9104
 DN9104  HISTORY     - Date     Condition        Report By
 DN9104  HISTORY     - 20110315 MONUMENTED       FLDEP
 DN9104
 DN9104                          STATION DESCRIPTION
 DN9104
 DN9104'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN9104'THE MARK IS ABOUT 9.4 MI (15.1 KM) NORTH OF BUSHNELL, 8.1 MI (13.0 KM)
 DN9104'EAST-SOUTHEAST OF RUTLAND, 5.6 MI (9.0 KM) SOUTHWEST OF WILDWOOD, IN
 DN9104'SECTION 27, TOWNSHIP 19 SOUTH, RANGE 22 EAST.
 DN9104'
 DN9104'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND COUNTY
 DN9104'ROAD 514 (WEST WARM SPRINGS AVENUE) IN COLEMAN, GO WEST ON COUNTY ROAD
 DN9104'514 (WEST WARM SPRINGS AVENUE) FOR 1.1 MI (1.8 KM) TO THE OVERPASS OF
 DN9104'INTERSTATE 75.  CONTINUE WEST ON COUNTY ROAD 514 (WEST WARM SPRINGS
 DN9104'AVENUE) FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF A DIRT ROAD ON THE
 DN9104'RIGHT, LEADING TO THE NORTH WITH A LOCKED GATE.  TURN RIGHT ON THE
 DN9104'DIRT ROAD PASSING THROUGH THE GATE, GO NORTH FOR ABOUT 75.0 FT (22.9
 DN9104'M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DN9104'DEPTH OF 29.7 FT (9.1 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED IN
 DN9104'A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DN9104'THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DN9104'
 DN9104'LOCATED 102.3 FT (31.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF WEST
 DN9104'WARM SPRINGS AVENUE, 48.4 FT (14.8 M) NORTHWEST OF SURVEY MARK 23147
 DN9104'B, 11.0 FT (3.4 M) WEST OF THE CENTER OF THE LOCKED STEEL GATE, 52.8
 DN9104'FT (16.1 M) WEST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD, 9.9
 DN9104'FT (3.0 M) SOUTH-SOUTHEAST OF THE EASTERN MOST WATER MONITORING WELL
 DN9104'AND 1.3 FT (0.4 M) NORTH OF A CARSONITE WITNESS POST.
 DN9104'
 DN9104'NOTE CONTACT SOUTH WEST FLORIDA WATER MANAGEMENT DISTRICT FOR
 DN9104'PERMISSION TO ENTER THE PROPERTY.    NOTE A MAGNET WAS BURIED ON THE
 DN9104'SOUTH SIDE OF THE MARK, ALSO A MAGNET IS FACTORY INSTALLED INSIDE THE
 DN9104'STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9103 ***********************************************************************
 DN9103  DESIGNATION -  23147 B
 DN9103  PID         -  DN9103
 DN9103  STATE/COUNTY-  FL/SUMTER
 DN9103  COUNTRY     -  US
 DN9103  USGS QUAD   -  WILDWOOD (2018)
 DN9103
 DN9103                         *CURRENT SURVEY CONTROL
 DN9103  ______________________________________________________________________
 DN9103* NAD 83(1986) POSITION- 28 47 59.9    (N) 082 05 40.1    (W)   HD_HELD2
 DN9103* NAVD 88 ORTHO HEIGHT -    15.998 (meters)       52.49  (feet) ADJUSTED
 DN9103  ______________________________________________________________________
 DN9103  GEOID HEIGHT    -        -27.292 (meters)                     GEOID18
 DN9103  DYNAMIC HEIGHT  -         15.975 (meters)       52.41  (feet) COMP
 DN9103  MODELED GRAVITY -    979,230.5   (mgal)                       NAVD 88
 DN9103
 DN9103  VERT ORDER      -  SECOND    CLASS I
 DN9103
 DN9103.The horizontal coordinates were established by autonomous hand held GPS
 DN9103.observations and have an estimated accuracy of +/- 10 meters.
 DN9103
 DN9103.The orthometric height was determined by differential leveling and
 DN9103.adjusted by the NATIONAL GEODETIC SURVEY
 DN9103.in July 2012.
 DN9103
 DN9103.No vertical observational check was made to the station.
 DN9103
 DN9103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9103.GEOID18 height accuracy estimate available here.
 DN9103
 DN9103.Click photographs - Photos may exist for this station.
 DN9103
 DN9103.The dynamic height is computed by dividing the NAVD 88
 DN9103.geopotential number by the normal gravity value computed on the
 DN9103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9103.degrees latitude (g = 980.6199 gals.).
 DN9103
 DN9103.The modeled gravity was interpolated from observed gravity values.
 DN9103
 DN9103;                    North         East    Units  Estimated Accuracy
 DN9103;SPC FL W     -   494,865.      190,778.      MT  (+/- 10 meters HH2 GPS)
 DN9103
 DN9103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9319086316(NAD 83)
 DN9103
 DN9103                          SUPERSEDED SURVEY CONTROL
 DN9103
 DN9103.No superseded survey control is available for this station.
 DN9103
 DN9103_MARKER: DD = SURVEY DISK
 DN9103_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9103_STAMPING: 23147 B 2011
 DN9103_MARK LOGO: SWFWMD
 DN9103_PROJECTION: RECESSED 3 CENTIMETERS
 DN9103_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9103+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2011
 DN9103_ROD/PIPE-DEPTH: 7.1 meters
 DN9103
 DN9103  HISTORY     - Date     Condition        Report By
 DN9103  HISTORY     - 20110315 MONUMENTED       FLDEP
 DN9103
 DN9103                          STATION DESCRIPTION
 DN9103
 DN9103'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN9103'THE MARK IS ABOUT 9.4 MI (15.1 KM) NORTH OF BUSHNELL, 8.1 MI (13.0 KM)
 DN9103'EAST-SOUTHEAST OF RUTLAND, 5.6 MI (9.0 KM) SOUTHWEST OF WILDWOOD, IN
 DN9103'SECTION 27, TOWNSHIP 19 SOUTH, RANGE 22 EAST.
 DN9103'
 DN9103'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND COUNTY
 DN9103'ROAD 514 (WEST WARM SPRINGS AVENUE) IN COLEMAN, GO WEST ON COUNTY ROAD
 DN9103'514 (WEST WARM SPRINGS AVENUE) FOR 1.1 MI (1.8 KM) TO THE OVERPASS OF
 DN9103'INTERSTATE 75.  CONTINUE WEST ON COUNTY ROAD 514 (WEST WARM SPRINGS
 DN9103'AVENUE) FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF A DIRT ROAD ON THE
 DN9103'RIGHT, LEADING TO THE NORTH WITH A LOCKED GATE AND THE MARK ON THE
 DN9103'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.3 FT (7.1 M)
 DN9103'WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC
 DN9103'PIPE RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE GROUND AND LEVEL
 DN9103'WITH THE DIRT ROAD.
 DN9103'
 DN9103'LOCATED 74.0 FT (22.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF WEST
 DN9103'WARM SPRINGS AVENUE, 48.4 FT (14.8 M) SOUTHEAST OF SURVEY MARK 23147
 DN9103'A, 11.0 FT (3.4 M) WEST OF THE CENTER OF THE LOCKED STEEL GATE, 10.7
 DN9103'FT (3.3 M) WEST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD, 1.6 FT
 DN9103'(0.5 M) NORTH OF A BARED WIRE FENCE AND 1.3 FT (0.4 M) NORTH OF A
 DN9103'CARSONITE WITNESS POST.
 DN9103'
 DN9103'NOTE CONTACT SOUTH WEST FLORIDA WATER MANAGEMENT DISTRICT FOR
 DN9103'PERMISSION TO ENTER THE PROPERTY.    NOTE A MAGNET WAS BURIED ON THE
 DN9103'SOUTH SIDE OF THE MARK, ALSO A MAGNET IS FACTORY INSTALLED INSIDE THE
 DN9103'STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0066 ***********************************************************************
 AL0066  DESIGNATION -  232
 AL0066  PID         -  AL0066
 AL0066  STATE/COUNTY-  FL/PINELLAS
 AL0066  COUNTRY     -  US
 AL0066  USGS QUAD   -  ELFERS (2018)
 AL0066
 AL0066                         *CURRENT SURVEY CONTROL
 AL0066  ______________________________________________________________________
 AL0066* NAD 83(1986) POSITION- 28 07 43.     (N) 082 44 23.     (W)   SCALED
 AL0066* NAVD 88 ORTHO HEIGHT -     4.195 (meters)       13.76  (feet) ADJUSTED
 AL0066  ______________________________________________________________________
 AL0066  GEOID HEIGHT    -        -25.079 (meters)                     GEOID18
 AL0066  DYNAMIC HEIGHT  -          4.189 (meters)       13.74  (feet) COMP
 AL0066  MODELED GRAVITY -    979,193.9   (mgal)                       NAVD 88
 AL0066
 AL0066  VERT ORDER      -  SECOND    CLASS II
 AL0066
 AL0066.The horizontal coordinates were scaled from a map and have
 AL0066.an estimated accuracy of +/- 6 seconds.
 AL0066
 AL0066.The orthometric height was determined by differential leveling and
 AL0066.adjusted by the NATIONAL GEODETIC SURVEY
 AL0066.in June 1991.
 AL0066
 AL0066.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0066.GEOID18 height accuracy estimate available here.
 AL0066
 AL0066.Click photographs - Photos may exist for this station.
 AL0066
 AL0066.The dynamic height is computed by dividing the NAVD 88
 AL0066.geopotential number by the normal gravity value computed on the
 AL0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0066.degrees latitude (g = 980.6199 gals.).
 AL0066
 AL0066.The modeled gravity was interpolated from observed gravity values.
 AL0066
 AL0066;                    North         East    Units  Estimated Accuracy
 AL0066;SPC FL W     -   420,680.      127,330.      MT  (+/- 180 meters Scaled)
 AL0066
 AL0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291126(NAD 83)
 AL0066
 AL0066                          SUPERSEDED SURVEY CONTROL
 AL0066
 AL0066  NGVD 29 (??/??/92)    4.454  (m)           14.61   (f) ADJ UNCH    2 2
 AL0066
 AL0066.Superseded values are not recommended for survey control.
 AL0066
 AL0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0066.See file dsdata.pdf to determine how the superseded data were derived.
 AL0066
 AL0066_MARKER: DD = SURVEY DISK
 AL0066_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0066_SP_SET: CULVERT HEADWALL
 AL0066_STAMPING: 232
 AL0066_MARK LOGO: FLSRD
 AL0066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0066+STABILITY: SURFACE MOTION
 AL0066
 AL0066  HISTORY     - Date     Condition        Report By
 AL0066  HISTORY     - UNK      MONUMENTED       FLHD
 AL0066  HISTORY     - 1976     GOOD             FLDT
 AL0066  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0066
 AL0066                          STATION DESCRIPTION
 AL0066
 AL0066'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0066'0.1 MI S FROM TARPON SPRINGS.
 AL0066'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0066'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 1.3 MILE.
 AL0066'STATION ON LEFT, 62.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0066'58.0 FT. NW OF POWER POLE, NUMBER 12S-3477-R.  SET IN TOP OF
 AL0066'CONCRETE HEADWALL.  SECTION 19, T27S, R16E.
 AL0066
 AL0066                          STATION RECOVERY (1984)
 AL0066
 AL0066'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0066'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF9295 ***********************************************************************
 DF9295  DESIGNATION -  232
 DF9295  PID         -  DF9295
 DF9295  STATE/COUNTY-  FL/LAKE
 DF9295  COUNTRY     -  US
 DF9295  USGS QUAD   -  EUSTIS (2018)
 DF9295
 DF9295                         *CURRENT SURVEY CONTROL
 DF9295  ______________________________________________________________________
 DF9295* NAD 83(1986) POSITION- 28 48 41.     (N) 081 43 47.     (W)   SCALED
 DF9295* NAVD 88 ORTHO HEIGHT -    22.995 (meters)       75.44  (feet) ADJUSTED
 DF9295  ______________________________________________________________________
 DF9295  GEOID HEIGHT    -        -27.494 (meters)                     GEOID18
 DF9295  DYNAMIC HEIGHT  -         22.963 (meters)       75.34  (feet) COMP
 DF9295  MODELED GRAVITY -    979,235.5   (mgal)                       NAVD 88
 DF9295
 DF9295  VERT ORDER      -  SECOND    CLASS I
 DF9295
 DF9295.The horizontal coordinates were scaled from a map and have
 DF9295.an estimated accuracy of +/- 6 seconds.
 DF9295
 DF9295.The orthometric height was determined by differential leveling and
 DF9295.adjusted by the NATIONAL GEODETIC SURVEY
 DF9295.in May 2004.
 DF9295
 DF9295.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9295.GEOID18 height accuracy estimate available here.
 DF9295
 DF9295.Click photographs - Photos may exist for this station.
 DF9295
 DF9295.The dynamic height is computed by dividing the NAVD 88
 DF9295.geopotential number by the normal gravity value computed on the
 DF9295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9295.degrees latitude (g = 980.6199 gals.).
 DF9295
 DF9295.The modeled gravity was interpolated from observed gravity values.
 DF9295
 DF9295;                    North         East    Units  Estimated Accuracy
 DF9295;SPC FL E     -   496,350.      128,770.      MT  (+/- 180 meters Scaled)
 DF9295
 DF9295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM287873(NAD 83)
 DF9295
 DF9295                          SUPERSEDED SURVEY CONTROL
 DF9295
 DF9295.No superseded survey control is available for this station.
 DF9295
 DF9295_MARKER: DD = SURVEY DISK
 DF9295_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF9295_STAMPING: B.M. 232
 DF9295_MARK LOGO: FLDT
 DF9295_PROJECTION: RECESSED 3 CENTIMETERS
 DF9295_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF9295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9295+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2002
 DF9295
 DF9295  HISTORY     - Date     Condition        Report By
 DF9295  HISTORY     - UNK      MONUMENTED       FLDT
 DF9295  HISTORY     - 20020625 GOOD             FLDEP
 DF9295
 DF9295                          STATION DESCRIPTION
 DF9295
 DF9295'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DF9295'THE MARK IS ABOUT 7.3 MI NORTHEAST OF HOWEY IN THE HILLS, 0.5 MI NORTH
 DF9295'OF TAVARES, IN
 DF9295'SECTION 29, TOWNSHIP 19 SOUTH, RANGE 26 EAST.
 DF9295'
 DF9295'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 (BURLEIGH
 DF9295'BOULEVARD) AND STATE
 DF9295'ROAD 19 (DUNCAN DRIVE) IN TAVARES, GO NORTHEAST ON STATE ROAD 19
 DF9295'(DUNCAN DRIVE) FOR 0.2
 DF9295'MI TO THE INTERSECTION OF NORTH TEXAS AVENUE AND THE MARK ON THE
 DF9295'RIGHT, SET IN THE TOP
 DF9295'OF 4-INCH SQUARE PREFABRICATED CONCRETE POST IMBEDDED IN THE GROUND
 DF9295'AND RECESSED 0.1
 DF9295'FT BELOW THE LEVEL OF THE GROUND.
 DF9295'
 DF9295'LOCATED 61.5 FT SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF U.S.
 DF9295'HIGHWAY 441, 56.8 FT
 DF9295'SOUTH OF LIGHT POLE NUMBER B328650 (128630-072765) WITH 3 GUY WIRES
 DF9295'ATTACHED, 38.0 FT WEST
 DF9295'OF THE CENTERLINE OF NORTH TEXAS AVENUE, 34.2 FT EAST OF THE NORTHEAST
 DF9295'CORNER OF A
 DF9295'BUILDING, 17.0 FT SOUTHWEST OF A DRAIN AND 1.0 FT NORTH OF A FLDT
 DF9295'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3111 ***********************************************************************
 DQ3111  DESIGNATION -  23202
 DQ3111  PID         -  DQ3111
 DQ3111  STATE/COUNTY-  FL/PASCO
 DQ3111  COUNTRY     -  US
 DQ3111  USGS QUAD   -  DADE CITY (2018)
 DQ3111
 DQ3111                         *CURRENT SURVEY CONTROL
 DQ3111  ______________________________________________________________________
 DQ3111* NAD 83(1986) POSITION- 28 21 27.7    (N) 082 08 06.2    (W)   HD_HELD2
 DQ3111* NAVD 88 ORTHO HEIGHT -    22.115 (meters)       72.56  (feet) ADJUSTED
 DQ3111  ______________________________________________________________________
 DQ3111  GEOID HEIGHT    -        -26.554 (meters)                     GEOID18
 DQ3111  DYNAMIC HEIGHT  -         22.082 (meters)       72.45  (feet) COMP
 DQ3111  MODELED GRAVITY -    979,186.0   (mgal)                       NAVD 88
 DQ3111
 DQ3111  VERT ORDER      -  SECOND    CLASS I
 DQ3111
 DQ3111.The horizontal coordinates were established by autonomous hand held GPS
 DQ3111.observations and have an estimated accuracy of +/- 10 meters.
 DQ3111
 DQ3111.The orthometric height was determined by differential leveling and
 DQ3111.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3111.in October 2016.
 DQ3111
 DQ3111.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3111.GEOID18 height accuracy estimate available here.
 DQ3111
 DQ3111.Click photographs - Photos may exist for this station.
 DQ3111
 DQ3111.The dynamic height is computed by dividing the NAVD 88
 DQ3111.geopotential number by the normal gravity value computed on the
 DQ3111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3111.degrees latitude (g = 980.6199 gals.).
 DQ3111
 DQ3111.The modeled gravity was interpolated from observed gravity values.
 DQ3111
 DQ3111;                    North         East    Units  Estimated Accuracy
 DQ3111;SPC FL W     -   445,855.      186,761.      MT  (+/- 10 meters HH2 GPS)
 DQ3111
 DQ3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8876537350(NAD 83)
 DQ3111
 DQ3111                          SUPERSEDED SURVEY CONTROL
 DQ3111
 DQ3111.No superseded survey control is available for this station.
 DQ3111
 DQ3111_MARKER: DD = SURVEY DISK
 DQ3111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3111_STAMPING: 23202 LB 6773 2010
 DQ3111_MARK LOGO: SWFWMD
 DQ3111_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3111_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3111+STABILITY: SURFACE MOTION
 DQ3111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3111+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2015
 DQ3111
 DQ3111  HISTORY     - Date     Condition        Report By
 DQ3111  HISTORY     - 20100719 MONUMENTED       SWFWMD
 DQ3111  HISTORY     - 20151119 GOOD             FLDEP
 DQ3111
 DQ3111                          STATION DESCRIPTION
 DQ3111
 DQ3111'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3111'THE MARK IS ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF LACOOCHEE, 7.4
 DQ3111'MI (11.9 KM) NORTH-NORTHWEST OF BRANCHBOROUGH, 3.7 MI (6.0 KM) EAST OF
 DQ3111'DADE CITY, IN SECTION 32, TOWNSHIP 24 SOUTH, RANGE 22 EAST.
 DQ3111'
 DQ3111'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 SOUTH AND U.S.
 DQ3111'HIGHWAY 98 SOUTH (OLD LAKELAND HIGHWAY, U.S. HIGHWAY 98 SOUTH TRUCK
 DQ3111'ROUTE) IN DADE CITY, GO SOUTH ON U.S. HIGHWAY 98 SOUTH TRUCK ROUTE FOR
 DQ3111'0.2 MI (0.3 KM) TO THE INTERSECTION OF RIVER ROAD.  TURN LEFT ON RIVER
 DQ3111'ROAD AND GO EAST FOR 3.82 MI (6.15 KM) TO THE JUNCTION OF A DRIVEWAY
 DQ3111'AT 41043 RIVER ROAD ON THE LEFT.  TURN LEFT ON THE DIRT DRIVEWAY AND
 DQ3111'GO NORTHEAST FOR ABOUT 400.0 FT (121.9 M) TO A METAL GATE ON THE
 DQ3111'RIGHT.  TURN RIGHT AND ENTER THE GATE AND CONTINUE NORTH ON A SAND
 DQ3111'TRAIL ALONG A BARB WIRE FENCE LINE FOR ABOUT 250.0 FT (76.2 M) TO A
 DQ3111'T-JUNCTION OF A BARB WIRE FENCE AHEAD, A WELL SITE ON THE RIGHT AND
 DQ3111'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH AN
 DQ3111'ALUMINUM DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DQ3111'MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL THE GROUND AND ABOUT
 DQ3111'0.6 FT (18 CM) BELOW THE LEVEL OF THE SAND TRAIL.
 DQ3111'
 DQ3111'LOCATED 86.7 FT (26.4 M) EAST-SOUTHEAST OF SURVEY MARK 23203, 81.3 FT
 DQ3111'(24.8 M) EAST-SOUTHEAST OF WELL NUMBER 23203, 46.8 FT (14.3 M) SOUTH
 DQ3111'OF A BARB WIRE FENCE AND 1.0 FT (0.3 M) NORTHEAST OF A CARSONITE
 DQ3111'WITNESS POST.
 DQ3111'
 DQ3111'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3110 ***********************************************************************
 DQ3110  DESIGNATION -  23203
 DQ3110  PID         -  DQ3110
 DQ3110  STATE/COUNTY-  FL/PASCO
 DQ3110  COUNTRY     -  US
 DQ3110  USGS QUAD   -  DADE CITY (2018)
 DQ3110
 DQ3110                         *CURRENT SURVEY CONTROL
 DQ3110  ______________________________________________________________________
 DQ3110* NAD 83(1986) POSITION- 28 21 28.0    (N) 082 08 07.7    (W)   HD_HELD2
 DQ3110* NAVD 88 ORTHO HEIGHT -    23.090 (meters)       75.75  (feet) ADJUSTED
 DQ3110  ______________________________________________________________________
 DQ3110  GEOID HEIGHT    -        -26.553 (meters)                     GEOID18
 DQ3110  DYNAMIC HEIGHT  -         23.057 (meters)       75.65  (feet) COMP
 DQ3110  MODELED GRAVITY -    979,186.0   (mgal)                       NAVD 88
 DQ3110
 DQ3110  VERT ORDER      -  SECOND    CLASS I
 DQ3110
 DQ3110.The horizontal coordinates were established by autonomous hand held GPS
 DQ3110.observations and have an estimated accuracy of +/- 10 meters.
 DQ3110
 DQ3110.The orthometric height was determined by differential leveling and
 DQ3110.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3110.in October 2016.
 DQ3110
 DQ3110.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3110.GEOID18 height accuracy estimate available here.
 DQ3110
 DQ3110.Click photographs - Photos may exist for this station.
 DQ3110
 DQ3110.The dynamic height is computed by dividing the NAVD 88
 DQ3110.geopotential number by the normal gravity value computed on the
 DQ3110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3110.degrees latitude (g = 980.6199 gals.).
 DQ3110
 DQ3110.The modeled gravity was interpolated from observed gravity values.
 DQ3110
 DQ3110;                    North         East    Units  Estimated Accuracy
 DQ3110;SPC FL W     -   445,864.      186,720.      MT  (+/- 10 meters HH2 GPS)
 DQ3110
 DQ3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8872437360(NAD 83)
 DQ3110
 DQ3110                          SUPERSEDED SURVEY CONTROL
 DQ3110
 DQ3110.No superseded survey control is available for this station.
 DQ3110
 DQ3110_MARKER: DD = SURVEY DISK
 DQ3110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3110_STAMPING: 23203 LB 6773 2010
 DQ3110_MARK LOGO: SWFWMD
 DQ3110_PROJECTION: FLUSH
 DQ3110_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3110+STABILITY: SURFACE MOTION
 DQ3110_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3110+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2015
 DQ3110
 DQ3110  HISTORY     - Date     Condition        Report By
 DQ3110  HISTORY     - 20100719 MONUMENTED       SWFWMD
 DQ3110  HISTORY     - 20151119 GOOD             FLDEP
 DQ3110
 DQ3110                          STATION DESCRIPTION
 DQ3110
 DQ3110'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3110'THE MARK IS ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF LACOOCHEE, 7.4
 DQ3110'MI (11.9 KM) NORTH-NORTHWEST OF BRANCHBOROUGH, 3.7 MI (6.0 KM) EAST OF
 DQ3110'DADE CITY, IN SECTION 32, TOWNSHIP 24 SOUTH, RANGE 22 EAST.
 DQ3110'
 DQ3110'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 SOUTH AND U.S.
 DQ3110'HIGHWAY 98 SOUTH (OLD LAKELAND HIGHWAY, U.S. HIGHWAY 98 SOUTH TRUCK
 DQ3110'ROUTE) IN DADE CITY, GO SOUTH ON U.S. HIGHWAY 98 SOUTH TRUCK ROUTE FOR
 DQ3110'0.2 MI (0.3 KM) TO THE INTERSECTION OF RIVER ROAD.  TURN LEFT ON RIVER
 DQ3110'ROAD AND GO EAST FOR 3.8 MI (6.1 KM) TO THE JUNCTION OF A DRIVEWAY AT
 DQ3110'41043 RIVER ROAD ON THE LEFT.  TURN LEFT ON THE DIRT DRIVEWAY AND GO
 DQ3110'NORTHEAST FOR ABOUT 400.0 FT (121.9 M) TO A METAL GATE ON THE RIGHT.
 DQ3110'TURN RIGHT AND ENTER THE GATE AND CONTINUE NORTH ON A SAND TRAIL ALONG
 DQ3110'A BARB WIRE FENCE LINE FOR ABOUT 250.0 FT (76.2 M) TO A T-JUNCTION OF
 DQ3110'A BARB WIRE FENCE AHEAD, A WELL SITE ON THE RIGHT AND THE MARK ON THE
 DQ3110'RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH AN ALUMINUM DISK
 DQ3110'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH
 DQ3110'WITH THE GROUND AND LEVEL WITH THE SAND TRAIL.
 DQ3110'
 DQ3110'LOCATED 86.7 FT (26.4 M) WEST OF SURVEY MARK 23202, 46.0 FT (14.0 M)
 DQ3110'EAST OF A BARB WIRE FENCE, 26.6 FT (8.1 M) SOUTH OF A BARB WIRE FENCE,
 DQ3110'6.0 FT (1.8 M) NORTHWEST OF WELL NUMBER 23203 AND 1.1 FT (0.3 M)
 DQ3110'NORTHEAST OF A CARSONITE WITNESS POST.
 DQ3110'
 DQ3110'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0067 ***********************************************************************
 AL0067  DESIGNATION -  233
 AL0067  PID         -  AL0067
 AL0067  STATE/COUNTY-  FL/PINELLAS
 AL0067  COUNTRY     -  US
 AL0067  USGS QUAD   -  ELFERS (2018)
 AL0067
 AL0067                         *CURRENT SURVEY CONTROL
 AL0067  ______________________________________________________________________
 AL0067* NAD 83(1986) POSITION- 28 07 31.     (N) 082 44 23.     (W)   SCALED
 AL0067* NAVD 88 ORTHO HEIGHT -     5.320 (meters)       17.45  (feet) ADJUSTED
 AL0067  ______________________________________________________________________
 AL0067  GEOID HEIGHT    -        -25.071 (meters)                     GEOID18
 AL0067  DYNAMIC HEIGHT  -          5.312 (meters)       17.43  (feet) COMP
 AL0067  MODELED GRAVITY -    979,193.7   (mgal)                       NAVD 88
 AL0067
 AL0067  VERT ORDER      -  SECOND    CLASS II
 AL0067
 AL0067.The horizontal coordinates were scaled from a map and have
 AL0067.an estimated accuracy of +/- 6 seconds.
 AL0067
 AL0067.The orthometric height was determined by differential leveling and
 AL0067.adjusted by the NATIONAL GEODETIC SURVEY
 AL0067.in June 1991.
 AL0067
 AL0067.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0067.GEOID18 height accuracy estimate available here.
 AL0067
 AL0067.Click photographs - Photos may exist for this station.
 AL0067
 AL0067.The dynamic height is computed by dividing the NAVD 88
 AL0067.geopotential number by the normal gravity value computed on the
 AL0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0067.degrees latitude (g = 980.6199 gals.).
 AL0067
 AL0067.The modeled gravity was interpolated from observed gravity values.
 AL0067
 AL0067;                    North         East    Units  Estimated Accuracy
 AL0067;SPC FL W     -   420,310.      127,330.      MT  (+/- 180 meters Scaled)
 AL0067
 AL0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291123(NAD 83)
 AL0067
 AL0067                          SUPERSEDED SURVEY CONTROL
 AL0067
 AL0067  NGVD 29 (??/??/92)    5.579  (m)           18.30   (f) ADJ UNCH    2 2
 AL0067
 AL0067.Superseded values are not recommended for survey control.
 AL0067
 AL0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0067.See file dsdata.pdf to determine how the superseded data were derived.
 AL0067
 AL0067_MARKER: DD = SURVEY DISK
 AL0067_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0067_SP_SET: CULVERT HEADWALL
 AL0067_STAMPING: 233
 AL0067_MARK LOGO: FLSRD
 AL0067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0067+STABILITY: SURFACE MOTION
 AL0067
 AL0067  HISTORY     - Date     Condition        Report By
 AL0067  HISTORY     - UNK      MONUMENTED       FLHD
 AL0067  HISTORY     - 1976     GOOD             FLDT
 AL0067  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0067
 AL0067                          STATION DESCRIPTION
 AL0067
 AL0067'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0067'4 MI S FROM TARPON SPRINGS.
 AL0067'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0067'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 1.55 MILE.
 AL0067'STATION ON LEFT, 62.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0067'68.0 FT. NW OF POWER POLE, NUMBER 12A-3481-R.  SET IN TOP OF
 AL0067'CONCRETE HEADWALL.  SECTION 19, T27S, R16E.
 AL0067
 AL0067                          STATION RECOVERY (1984)
 AL0067
 AL0067'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0067'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ3265 ***********************************************************************
 AJ3265  DESIGNATION -  233
 AJ3265  PID         -  AJ3265
 AJ3265  STATE/COUNTY-  FL/OKEECHOBEE
 AJ3265  COUNTRY     -  US
 AJ3265  USGS QUAD   -  TAYLOR CREEK NE (2018)
 AJ3265
 AJ3265                         *CURRENT SURVEY CONTROL
 AJ3265  ______________________________________________________________________
 AJ3265* NAD 83(1986) POSITION- 27 26 57.     (N) 080 48 36.     (W)   SCALED
 AJ3265* NAVD 88 ORTHO HEIGHT -    19.571 (meters)       64.21  (feet) ADJUSTED
 AJ3265  ______________________________________________________________________
 AJ3265  GEOID HEIGHT    -        -26.666 (meters)                     GEOID18
 AJ3265  DYNAMIC HEIGHT  -         19.542 (meters)       64.11  (feet) COMP
 AJ3265  MODELED GRAVITY -    979,141.2   (mgal)                       NAVD 88
 AJ3265
 AJ3265  VERT ORDER      -  FIRST     CLASS II
 AJ3265
 AJ3265.The horizontal coordinates were scaled from a map and have
 AJ3265.an estimated accuracy of +/- 6 seconds.
 AJ3265
 AJ3265.The orthometric height was determined by differential leveling and
 AJ3265.adjusted by the NATIONAL GEODETIC SURVEY
 AJ3265.in October 2001.
 AJ3265
 AJ3265.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ3265.GEOID18 height accuracy estimate available here.
 AJ3265
 AJ3265.Click photographs - Photos may exist for this station.
 AJ3265
 AJ3265.The dynamic height is computed by dividing the NAVD 88
 AJ3265.geopotential number by the normal gravity value computed on the
 AJ3265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3265.degrees latitude (g = 980.6199 gals.).
 AJ3265
 AJ3265.The modeled gravity was interpolated from observed gravity values.
 AJ3265
 AJ3265;                    North         East    Units  Estimated Accuracy
 AJ3265;SPC FL E     -   345,190.      218,780.      MT  (+/- 180 meters Scaled)
 AJ3265
 AJ3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL187362(NAD 83)
 AJ3265
 AJ3265                          SUPERSEDED SURVEY CONTROL
 AJ3265
 AJ3265.No superseded survey control is available for this station.
 AJ3265
 AJ3265_MARKER: DD = SURVEY DISK
 AJ3265_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AJ3265_STAMPING: BM 233
 AJ3265_MARK LOGO: FLDT
 AJ3265_PROJECTION: RECESSED 3 CENTIMETERS
 AJ3265_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3265+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2002
 AJ3265
 AJ3265  HISTORY     - Date     Condition        Report By
 AJ3265  HISTORY     - UNK      MONUMENTED       FLDT
 AJ3265  HISTORY     - 19990915 GOOD             FLDEP
 AJ3265  HISTORY     - 20001103 GOOD             FLDEP
 AJ3265  HISTORY     - 20020601 GOOD             FLDEP
 AJ3265  HISTORY     - 20210711 MARK NOT FOUND   GEOCAC
 AJ3265
 AJ3265                          STATION DESCRIPTION
 AJ3265
 AJ3265'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ3265'THE MARK IS ABOUT 31.4 MI (50.5 KM) WEST OF FT PIERCE, 14.2 MI (22.9
 AJ3265'KM) NORTHEAST OF OKEECHOBEE, AT THE INTERSECTION OF U.S. HIGHWAY 441
 AJ3265'AND COUNTY ROAD 68 (NORTHEAST 224 STREET ORANGE AVENUE), 4.3 MI (6.9
 AJ3265'KM) SOUTH OF FORT DRUM, IN SECTION 10, TOWNSHIP 35 SOUTH, RANGE 35
 AJ3265'EAST. THE MARK IS AT THE JUNCTION OF U.S. HIGHWAY 441 AND COUNTY ROAD
 AJ3265'68 (NORTHEAST 224 STREET ORANGE AVENUE) NEAR FORT DRUM, SET IN THE TOP
 AJ3265'OF A CONCRETE POST RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE
 AJ3265'GROUND AND U.S. HIGHWAY 441. LOCATED 148.8 FT (45.4 M) SOUTH OF THE
 AJ3265'CENTERLINE OF COUNTY ROAD 68, 88.4 FT (26.9 M) EAST OF THE CENTERLINE
 AJ3265'OF U.S. HIGHWAY 441 (NORTHEAST 224 STREET) AND 0.6 FT (18.3 CM) WEST
 AJ3265'OF A METAL WITNESS POST.
 AJ3265
 AJ3265                          STATION RECOVERY (2000)
 AJ3265
 AJ3265'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3265'RECOVERED AS DESCRIBED.
 AJ3265
 AJ3265                          STATION RECOVERY (2002)
 AJ3265
 AJ3265'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AJ3265'RECOVERED AS DESCRIBED.
 AJ3265'
 AJ3265
 AJ3265                          STATION RECOVERY (2021)
 AJ3265
 AJ3265'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AJ3265'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3118 ***********************************************************************
 DQ3118  DESIGNATION -  23309
 DQ3118  PID         -  DQ3118
 DQ3118  STATE/COUNTY-  FL/MARION
 DQ3118  COUNTRY     -  US
 DQ3118  USGS QUAD   -  DUNNELLON (2018)
 DQ3118
 DQ3118                         *CURRENT SURVEY CONTROL
 DQ3118  ______________________________________________________________________
 DQ3118* NAD 83(1986) POSITION- 29 02 47.63   (N) 082 27 53.33   (W)   HD_HELD1
 DQ3118* NAVD 88 ORTHO HEIGHT -     9.354 (meters)       30.69  (feet) ADJUSTED
 DQ3118  ______________________________________________________________________
 DQ3118  GEOID HEIGHT    -        -27.558 (meters)                     GEOID18
 DQ3118  DYNAMIC HEIGHT  -          9.341 (meters)       30.65  (feet) COMP
 DQ3118  MODELED GRAVITY -    979,230.5   (mgal)                       NAVD 88
 DQ3118
 DQ3118  VERT ORDER      -  FIRST     CLASS II
 DQ3118
 DQ3118.The horizontal coordinates were determined by differentially corrected
 DQ3118.hand held GPS observations or other comparable positioning techniques
 DQ3118.and have an estimated accuracy of +/- 3 meters.
 DQ3118
 DQ3118.The orthometric height was determined by differential leveling and
 DQ3118.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3118.in October 2016.
 DQ3118
 DQ3118.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3118.GEOID18 height accuracy estimate available here.
 DQ3118
 DQ3118.Click photographs - Photos may exist for this station.
 DQ3118
 DQ3118.The dynamic height is computed by dividing the NAVD 88
 DQ3118.geopotential number by the normal gravity value computed on the
 DQ3118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3118.degrees latitude (g = 980.6199 gals.).
 DQ3118
 DQ3118.The modeled gravity was interpolated from observed gravity values.
 DQ3118
 DQ3118;                    North         East    Units  Estimated Accuracy
 DQ3118;SPC FL W     -   522,279.9     154,731.8     MT  (+/- 3 meters HH1 GPS) 
 DQ3118
 DQ3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5738214029(NAD 83)
 DQ3118
 DQ3118                          SUPERSEDED SURVEY CONTROL
 DQ3118
 DQ3118.No superseded survey control is available for this station.
 DQ3118
 DQ3118_MARKER: DD = SURVEY DISK
 DQ3118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3118_STAMPING: 23309 2015
 DQ3118_MARK LOGO: SWFWMD
 DQ3118_PROJECTION: RECESSED 6 CENTIMETERS
 DQ3118_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3118+STABILITY: SURFACE MOTION
 DQ3118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3118+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2017
 DQ3118
 DQ3118  HISTORY     - Date     Condition        Report By
 DQ3118  HISTORY     - 20151205 MONUMENTED       FLDEP
 DQ3118  HISTORY     - 20171219 GOOD             SWFWMD
 DQ3118
 DQ3118                          STATION DESCRIPTION
 DQ3118
 DQ3118'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3118'THE MARK IS ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF TIDEWATER, 6.1 MI (9.8
 DQ3118'KM) NORTH-NORTHWEST OF HOLDER, IN THE TOWN OF DUNNELLON, IN SECTION
 DQ3118'35, TOWNSHIP 16 SOUTH, RANGE 18 EAST.
 DQ3118'
 DQ3118'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 40 WEST, COUNTY
 DQ3118'ROAD 484 AND U.S. HIGHWAY 41 (WILLIAMS STREET) IN DUNNELLON, GO
 DQ3118'SOUTHWEST ON U.S. HIGHWAY 41 (SOUTH WILLIAMS STREET) FOR 0.25 MI (0.40
 DQ3118'KM) TO THE ENTRANCE OF CENTENNIAL PARK AND THE STATE BOAT RAMP
 DQ3118'FACILITY ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DQ3118'DRIVEN TO REFUSAL AT A DEPTH OF 37.0 FT (11.3 M) WITH AN ALUMINUM DISK
 DQ3118'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DQ3118'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 15.0 FT
 DQ3118'(4.6 M) BELOW THE LEVEL OF U.S. HIGHWAY 41 (SOUTH WILLIAMS STREET).
 DQ3118'
 DQ3118'LOCATED 161.3 FT (49.2 M) NORTHWEST OF A CONCRETE BRIDGE RETAINING
 DQ3118'WALL, 88.9 FT (27.1 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF A
 DQ3118'PAVED BOAT RAMP, 52.6 FT (16.0 M) SOUTHEAST OF A CHAIN LINK FENCE,
 DQ3118'13.3 FT (4.1 M) EAST OF A 12-INCH (30 CM) DIAMETER CYPRESS TREE, 2.4
 DQ3118'FT (0.7 M) NORTHEAST OF THE NORTHEAST WOODEN DECK CORNER AND 1.5 FT
 DQ3118'(0.5 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DQ3118'
 DQ3118'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DQ3118'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DQ3118
 DQ3118                          STATION RECOVERY (2017)
 DQ3118
 DQ3118'RECOVERY NOTE BY SW FL WTR MGMT DIST 2017 (CWT)
 DQ3118'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9123 ***********************************************************************
 DN9123  DESIGNATION -  23392 A
 DN9123  PID         -  DN9123
 DN9123  STATE/COUNTY-  FL/HERNANDO
 DN9123  COUNTRY     -  US
 DN9123  USGS QUAD   -  NOBLETON (2018)
 DN9123
 DN9123                         *CURRENT SURVEY CONTROL
 DN9123  ______________________________________________________________________
 DN9123* NAD 83(1986) POSITION- 28 38 56.2    (N) 082 16 28.2    (W)   HD_HELD2
 DN9123* NAVD 88 ORTHO HEIGHT -    15.851 (meters)       52.00  (feet) ADJUSTED
 DN9123  ______________________________________________________________________
 DN9123  GEOID HEIGHT    -        -26.942 (meters)                     GEOID18
 DN9123  DYNAMIC HEIGHT  -         15.829 (meters)       51.93  (feet) COMP
 DN9123  MODELED GRAVITY -    979,211.5   (mgal)                       NAVD 88
 DN9123
 DN9123  VERT ORDER      -  SECOND    CLASS I
 DN9123
 DN9123.The horizontal coordinates were established by autonomous hand held GPS
 DN9123.observations and have an estimated accuracy of +/- 10 meters.
 DN9123
 DN9123.The orthometric height was determined by differential leveling and
 DN9123.adjusted by the NATIONAL GEODETIC SURVEY
 DN9123.in July 2012.
 DN9123
 DN9123.No vertical observational check was made to the station.
 DN9123
 DN9123.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9123.GEOID18 height accuracy estimate available here.
 DN9123
 DN9123.Click photographs - Photos may exist for this station.
 DN9123
 DN9123.The dynamic height is computed by dividing the NAVD 88
 DN9123.geopotential number by the normal gravity value computed on the
 DN9123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9123.degrees latitude (g = 980.6199 gals.).
 DN9123
 DN9123.The modeled gravity was interpolated from observed gravity values.
 DN9123
 DN9123;                    North         East    Units  Estimated Accuracy
 DN9123;SPC FL W     -   478,155.      173,165.      MT  (+/- 10 meters HH2 GPS)
 DN9123
 DN9123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7544169756(NAD 83)
 DN9123
 DN9123                          SUPERSEDED SURVEY CONTROL
 DN9123
 DN9123.No superseded survey control is available for this station.
 DN9123
 DN9123_MARKER: DD = SURVEY DISK
 DN9123_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9123_STAMPING: 23392 A 2011
 DN9123_MARK LOGO: SWFWMD
 DN9123_PROJECTION: FLUSH
 DN9123_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9123+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2011
 DN9123_ROD/PIPE-DEPTH: 4.5 meters
 DN9123
 DN9123  HISTORY     - Date     Condition        Report By
 DN9123  HISTORY     - 20110123 MONUMENTED       FLDEP
 DN9123
 DN9123                          STATION DESCRIPTION
 DN9123
 DN9123'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9123'THE MARK IS ABOUT 9.5 MI (15.3 KM) NORTHEAST OF BROOKSVILLE, 8.7 MI
 DN9123'(14.0 KM) WEST-NORTHWEST OF SAINT CATHERINE, 5.6 MI (9.0 KM)
 DN9123'WEST-SOUTHWEST OF WAHOO, IN SECTION 23, TOWNSHIP 21 SOUTH, RANGE 20
 DN9123'EAST.
 DN9123'
 DN9123'TO REACH THE MARK FROM THE SUMTER-HERNANDO COUNTY LINE AND
 DN9123'WITHLACOOCHEE RIVER BRIDGE IN NOBLETON, GO WEST ON COUNTY ROAD 476
 DN9123'(LAKE LINDSEY ROAD) FOR 1.1 MI (1.8 KM) TO A LOCKED GATE AND A WELL
 DN9123'SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DN9123'REFUSAL AT A DEPTH OF 14.7 FT (4.5 M) WITH AN ALUMINUM DISK ATTACHED
 DN9123'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DN9123'LEVEL WITH THE WELL SITE DRIVEWAY.
 DN9123'
 DN9123'LOCATED 166.7 FT (50.8 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DN9123'COUNTY ROAD 476 (LAKE LINDSEY ROAD), 71.6 FT (21.8 M) SOUTHEAST OF
 DN9123'SURVEY MARK 23392 B, 55.7 FT (17.0 M) SOUTH-SOUTHEAST OF A PINE TREE
 DN9123'WITH A SURVEY REFERENCE SIGN SPIKED TO THE BASE, 39.3 FT (12.0 M)
 DN9123'EAST-SOUTHEAST OF WELL HEAD 23393 AND 1.4 FT (0.4 M) WEST-SOUTHWEST OF
 DN9123'A CARSONITE WITNESS POST.
 DN9123'
 DN9123'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9123'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9124 ***********************************************************************
 DN9124  DESIGNATION -  23392 B
 DN9124  PID         -  DN9124
 DN9124  STATE/COUNTY-  FL/HERNANDO
 DN9124  COUNTRY     -  US
 DN9124  USGS QUAD   -  NOBLETON (2018)
 DN9124
 DN9124                         *CURRENT SURVEY CONTROL
 DN9124  ______________________________________________________________________
 DN9124* NAD 83(1986) POSITION- 28 38 55.4    (N) 082 16 28.8    (W)   HD_HELD2
 DN9124* NAVD 88 ORTHO HEIGHT -    15.648 (meters)       51.34  (feet) ADJUSTED
 DN9124  ______________________________________________________________________
 DN9124  GEOID HEIGHT    -        -26.941 (meters)                     GEOID18
 DN9124  DYNAMIC HEIGHT  -         15.626 (meters)       51.27  (feet) COMP
 DN9124  MODELED GRAVITY -    979,211.5   (mgal)                       NAVD 88
 DN9124
 DN9124  VERT ORDER      -  SECOND    CLASS I
 DN9124
 DN9124.The horizontal coordinates were established by autonomous hand held GPS
 DN9124.observations and have an estimated accuracy of +/- 10 meters.
 DN9124
 DN9124.The orthometric height was determined by differential leveling and
 DN9124.adjusted by the NATIONAL GEODETIC SURVEY
 DN9124.in July 2012.
 DN9124
 DN9124.No vertical observational check was made to the station.
 DN9124
 DN9124.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9124.GEOID18 height accuracy estimate available here.
 DN9124
 DN9124.Click photographs - Photos may exist for this station.
 DN9124
 DN9124.The dynamic height is computed by dividing the NAVD 88
 DN9124.geopotential number by the normal gravity value computed on the
 DN9124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9124.degrees latitude (g = 980.6199 gals.).
 DN9124
 DN9124.The modeled gravity was interpolated from observed gravity values.
 DN9124
 DN9124;                    North         East    Units  Estimated Accuracy
 DN9124;SPC FL W     -   478,130.      173,148.      MT  (+/- 10 meters HH2 GPS)
 DN9124
 DN9124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7542469732(NAD 83)
 DN9124
 DN9124                          SUPERSEDED SURVEY CONTROL
 DN9124
 DN9124.No superseded survey control is available for this station.
 DN9124
 DN9124_MARKER: DD = SURVEY DISK
 DN9124_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9124_STAMPING: 23392 B 2011
 DN9124_MARK LOGO: SWFWMD
 DN9124_PROJECTION: FLUSH
 DN9124_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9124+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2011
 DN9124_ROD/PIPE-DEPTH: 4.6 meters
 DN9124
 DN9124  HISTORY     - Date     Condition        Report By
 DN9124  HISTORY     - 20110123 MONUMENTED       FLDEP
 DN9124
 DN9124                          STATION DESCRIPTION
 DN9124
 DN9124'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9124'THE MARK IS ABOUT 9.5 MI (15.3 KM) NORTHEAST OF BROOKSVILLE, 8.7 MI
 DN9124'(14.0 KM) WEST-NORTHWEST OF SAINT CATHERINE, 5.6 MI (9.0 KM)
 DN9124'WEST-SOUTHWEST OF WAHOO, IN SECTION 23, TOWNSHIP 21 SOUTH, RANGE 20
 DN9124'EAST.
 DN9124'
 DN9124'TO REACH THE MARK FROM THE SUMTER-HERNANDO COUNTY LINE AND
 DN9124'WITHLACOOCHEE RIVER BRIDGE IN NOBLETON, GO WEST ON COUNTY ROAD 476
 DN9124'(LAKE LINDSEY ROAD) FOR 1.1 MI (1.8 KM) TO A LOCKED GATE AND A WELL
 DN9124'SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DN9124'REFUSAL AT A DEPTH OF 15.2 FT (4.6 M) WITH AN ALUMINUM DISK ATTACHED
 DN9124'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DN9124'LEVEL WITH THE WELL SITE DRIVEWAY.
 DN9124'
 DN9124'LOCATED 165.2 FT (50.4 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DN9124'COUNTY ROAD 476 (LAKE LINDSEY ROAD), 71.6 FT (21.8 M) NORTHWEST OF
 DN9124'SURVEY MARK 23392 A, 21.7 FT (6.6 M) WEST OF A PINE TREE WITH A SURVEY
 DN9124'REFERENCE SIGN SPIKED TO THE BASE, 29.3 FT (8.9 M) NORTH-NORTHWEST OF
 DN9124'WELL HEAD 23392 AND 1.6 FT (0.5 M) SOUTH-SOUTHWEST OF A CARSONITE
 DN9124'WITNESS POST.
 DN9124'
 DN9124'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9124'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0121 ***********************************************************************
 AG0121  DESIGNATION -  234
 AG0121  PID         -  AG0121
 AG0121  STATE/COUNTY-  FL/PINELLAS
 AG0121  COUNTRY     -  US
 AG0121  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0121
 AG0121                         *CURRENT SURVEY CONTROL
 AG0121  ______________________________________________________________________
 AG0121* NAD 83(1986) POSITION- 27 46 13.     (N) 082 40 47.     (W)   SCALED
 AG0121* NAVD 88 ORTHO HEIGHT -    12.707 (meters)       41.69  (feet) ADJUSTED
 AG0121  ______________________________________________________________________
 AG0121  GEOID HEIGHT    -        -24.469 (meters)                     GEOID18
 AG0121  DYNAMIC HEIGHT  -         12.688 (meters)       41.63  (feet) COMP
 AG0121  MODELED GRAVITY -    979,174.9   (mgal)                       NAVD 88
 AG0121
 AG0121  VERT ORDER      -  SECOND    CLASS II
 AG0121
 AG0121.The horizontal coordinates were scaled from a map and have
 AG0121.an estimated accuracy of +/- 6 seconds.
 AG0121
 AG0121.The orthometric height was determined by differential leveling and
 AG0121.adjusted by the NATIONAL GEODETIC SURVEY
 AG0121.in June 1991.
 AG0121
 AG0121.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0121.GEOID18 height accuracy estimate available here.
 AG0121
 AG0121.Click photographs - Photos may exist for this station.
 AG0121
 AG0121.The dynamic height is computed by dividing the NAVD 88
 AG0121.geopotential number by the normal gravity value computed on the
 AG0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0121.degrees latitude (g = 980.6199 gals.).
 AG0121
 AG0121.The modeled gravity was interpolated from observed gravity values.
 AG0121
 AG0121;                    North         East    Units  Estimated Accuracy
 AG0121;SPC FL W     -   380,940.      133,000.      MT  (+/- 180 meters Scaled)
 AG0121
 AG0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344728(NAD 83)
 AG0121
 AG0121                          SUPERSEDED SURVEY CONTROL
 AG0121
 AG0121  NGVD 29 (??/??/92)   12.978  (m)           42.58   (f) ADJ UNCH    2 2
 AG0121
 AG0121.Superseded values are not recommended for survey control.
 AG0121
 AG0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0121.See file dsdata.pdf to determine how the superseded data were derived.
 AG0121
 AG0121_MARKER: DD = SURVEY DISK
 AG0121_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0121_SP_SET: LANE DIVIDER
 AG0121_MARK LOGO: FL2730
 AG0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0121+STABILITY: SURFACE MOTION
 AG0121
 AG0121  HISTORY     - Date     Condition        Report By
 AG0121  HISTORY     - UNK      MONUMENTED       FL2730
 AG0121  HISTORY     - 1976     GOOD             FLDT
 AG0121  HISTORY     - 19990105 MARK NOT FOUND   USPSQD
 AG0121  HISTORY     - 20041101 MARK NOT FOUND   USPSQD
 AG0121
 AG0121                          STATION DESCRIPTION
 AG0121
 AG0121'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0121'AT ST PETERSBURG.
 AG0121'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0121'5 AVE. N. (SR 595).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 0.55 MILE
 AG0121'TO FIRST AVE. S. STATION ON THE LEFT, AT CENTERLINE OF U.S. HWY.
 AG0121'19, 46.5 FT. SOUTH OF FIRST AVE. SOUTH, 2.0 FT. SOUTH OF THE
 AG0121'NORTH END OF CONCRETE LANE DIVIDER.  SET IN TOP OF CONCRETE
 AG0121'LANE DIVIDER.  SECTION 22, T31S, R16E.
 AG0121
 AG0121                          STATION RECOVERY (1999)
 AG0121
 AG0121'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0121'MARK NOT FOUND.
 AG0121
 AG0121                          STATION RECOVERY (2004)
 AG0121
 AG0121'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG0121'THE CONCRETE LANE DIVIDER HAS BEEN REPLACED WITH SOIL AND SHRUBS.
 AG0121'PROBING OF THE AREA 2 FEET SOUTH OF THE NORTH CURB CONFIRMED THAT NO
 AG0121'CONCRETE WAS UNDER THE SOIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0068 ***********************************************************************
 AL0068  DESIGNATION -  234
 AL0068  PID         -  AL0068
 AL0068  STATE/COUNTY-  FL/PINELLAS
 AL0068  COUNTRY     -  US
 AL0068  USGS QUAD   -  OLDSMAR (2018)
 AL0068
 AL0068                         *CURRENT SURVEY CONTROL
 AL0068  ______________________________________________________________________
 AL0068* NAD 83(1986) POSITION- 28 07 13.     (N) 082 44 23.     (W)   SCALED
 AL0068* NAVD 88 ORTHO HEIGHT -     1.796 (meters)        5.89  (feet) ADJUSTED
 AL0068  ______________________________________________________________________
 AL0068  GEOID HEIGHT    -        -25.059 (meters)                     GEOID18
 AL0068  DYNAMIC HEIGHT  -          1.793 (meters)        5.88  (feet) COMP
 AL0068  MODELED GRAVITY -    979,193.3   (mgal)                       NAVD 88
 AL0068
 AL0068  VERT ORDER      -  SECOND    CLASS II
 AL0068
 AL0068.The horizontal coordinates were scaled from a map and have
 AL0068.an estimated accuracy of +/- 6 seconds.
 AL0068
 AL0068.The orthometric height was determined by differential leveling and
 AL0068.adjusted by the NATIONAL GEODETIC SURVEY
 AL0068.in June 1991.
 AL0068
 AL0068.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0068.GEOID18 height accuracy estimate available here.
 AL0068
 AL0068.Click photographs - Photos may exist for this station.
 AL0068
 AL0068.The dynamic height is computed by dividing the NAVD 88
 AL0068.geopotential number by the normal gravity value computed on the
 AL0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0068.degrees latitude (g = 980.6199 gals.).
 AL0068
 AL0068.The modeled gravity was interpolated from observed gravity values.
 AL0068
 AL0068;                    North         East    Units  Estimated Accuracy
 AL0068;SPC FL W     -   419,760.      127,320.      MT  (+/- 180 meters Scaled)
 AL0068
 AL0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291117(NAD 83)
 AL0068
 AL0068                          SUPERSEDED SURVEY CONTROL
 AL0068
 AL0068  NGVD 29 (??/??/92)    2.056  (m)            6.75   (f) ADJ UNCH    2 2
 AL0068
 AL0068.Superseded values are not recommended for survey control.
 AL0068
 AL0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0068.See file dsdata.pdf to determine how the superseded data were derived.
 AL0068
 AL0068_MARKER: DD = SURVEY DISK
 AL0068_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0068_SP_SET: CULVERT HEADWALL
 AL0068_STAMPING: 234
 AL0068_MARK LOGO: FLSRD
 AL0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0068+STABILITY: SURFACE MOTION
 AL0068
 AL0068  HISTORY     - Date     Condition        Report By
 AL0068  HISTORY     - UNK      MONUMENTED       FLHD
 AL0068  HISTORY     - 1976     GOOD             FLDT
 AL0068  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0068
 AL0068                          STATION DESCRIPTION
 AL0068
 AL0068'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0068'0.6 MI S FROM TARPON SPRINGS.
 AL0068'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0068'KEYSTONE RD. (SR. 582), RUN SOUTHERLY ON U.S. 19 FOR 1.85.
 AL0068'STATION ON LEFT, 69.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0068'31.0 FT. W/NW OF POWER POLE, NUMBER 2-2677.  SET IN TOP OF
 AL0068'CONCRETE HEADWALL.  SECTION 19, T27S, R16E.
 AL0068
 AL0068                          STATION RECOVERY (1984)
 AL0068
 AL0068'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0068'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8619 ***********************************************************************
 DN8619  DESIGNATION -  23421 A
 DN8619  PID         -  DN8619
 DN8619  STATE/COUNTY-  FL/CITRUS
 DN8619  COUNTRY     -  US
 DN8619  USGS QUAD   -  DUNNELLON (2018)
 DN8619
 DN8619                         *CURRENT SURVEY CONTROL
 DN8619  ______________________________________________________________________
 DN8619* NAD 83(1986) POSITION- 29 02 18.0    (N) 082 29 19.2    (W)   HD_HELD2
 DN8619* NAVD 88 ORTHO HEIGHT -    16.713 (meters)       54.83  (feet) ADJUSTED
 DN8619  ______________________________________________________________________
 DN8619  GEOID HEIGHT    -        -27.529 (meters)                     GEOID18
 DN8619  DYNAMIC HEIGHT  -         16.689 (meters)       54.75  (feet) COMP
 DN8619  MODELED GRAVITY -    979,231.0   (mgal)                       NAVD 88
 DN8619
 DN8619  VERT ORDER      -  SECOND    CLASS I
 DN8619
 DN8619.The horizontal coordinates were established by autonomous hand held GPS
 DN8619.observations and have an estimated accuracy of +/- 10 meters.
 DN8619
 DN8619.The orthometric height was determined by differential leveling and
 DN8619.adjusted by the NATIONAL GEODETIC SURVEY
 DN8619.in July 2012.
 DN8619
 DN8619.No vertical observational check was made to the station.
 DN8619
 DN8619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8619.GEOID18 height accuracy estimate available here.
 DN8619
 DN8619.Click photographs - Photos may exist for this station.
 DN8619
 DN8619.The dynamic height is computed by dividing the NAVD 88
 DN8619.geopotential number by the normal gravity value computed on the
 DN8619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8619.degrees latitude (g = 980.6199 gals.).
 DN8619
 DN8619.The modeled gravity was interpolated from observed gravity values.
 DN8619
 DN8619;                    North         East    Units  Estimated Accuracy
 DN8619;SPC FL W     -   521,377.      152,405.      MT  (+/- 10 meters HH2 GPS)
 DN8619
 DN8619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5504813146(NAD 83)
 DN8619
 DN8619                          SUPERSEDED SURVEY CONTROL
 DN8619
 DN8619.No superseded survey control is available for this station.
 DN8619
 DN8619_MARKER: DD = SURVEY DISK
 DN8619_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8619_STAMPING: 23421 A 2010
 DN8619_MARK LOGO: SWFWMD
 DN8619_PROJECTION: FLUSH
 DN8619_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8619_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8619+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DN8619_ROD/PIPE-DEPTH: 9.5 meters
 DN8619
 DN8619  HISTORY     - Date     Condition        Report By
 DN8619  HISTORY     - 20101201 MONUMENTED       FLDEP
 DN8619
 DN8619                          STATION DESCRIPTION
 DN8619
 DN8619'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN8619'THE MARK IS ABOUT 7.9 MI (12.7 KM) SOUTHEAST OF TIDEWATER, 6.4 MI
 DN8619'(10.3 KM) NORTHWEST OF HOLDER, 1.8 MI (2.9 KM) WEST-SOUTHWEST OF
 DN8619'DUNNELLON, IN SECTION 33, TOWNSHIP 16 SOUTH, RANGE 18 EAST.
 DN8619'
 DN8619'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 484
 DN8619'(PENNSYLVANIA AVENUE) AND U.S. HIGHWAY 41 (WILLIAMS STREET, NORTH
 DN8619'FLORIDA AVENUE) IN DUNNELLON, GO SOUTHWEST ON U.S. HIGHWAY 41
 DN8619'(WILLIAMS STREET, NORTH FLORIDA AVENUE) FOR 0.55 MI (0.9 KM) TO THE
 DN8619'JUNCTION OF COUNTY ROAD 488 (DUNNELLON ROAD) ON THE RIGHT.  TURN RIGHT
 DN8619'ON COUNTY ROAD 488 (DUNNELLON ROAD) AND GO WEST FOR 1.35 MI (2.2 KM)
 DN8619'TO GUNTERS FEED STORE ENTRANCE ON THE RIGHT, A WELL SITE ON THE LEFT
 DN8619'AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DN8619'OF 31.1 FT (9.5 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM)
 DN8619'PVC PIPE FLUSH WITH THE GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE
 DN8619'LEVEL OF COUNTY ROAD 488 (DUNNELLON ROAD).
 DN8619'
 DN8619'LOCATED 93.4 FT (28.5 M) EAST OF POWER POLE NUMBER 438158, 93.3 FT
 DN8619'(28.4 M) EAST OF SURVEY MARK 23421 B, 37.6 FT (11.5 M) SOUTHEAST OF
 DN8619'THE APPROXIMATE CENTERLINE OF COUNTY ROAD 488 (DUNNELLON ROAD), 30.8
 DN8619'FT (9.4 M) EAST OF MONITORING WELL NUMBER 23421 AND 2.0 FT (0.6 M)
 DN8619'NORTHWEST OF A CARSONITE WITNESS POST.
 DN8619'
 DN8619'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN8619'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8620 ***********************************************************************
 DN8620  DESIGNATION -  23421 B
 DN8620  PID         -  DN8620
 DN8620  STATE/COUNTY-  FL/CITRUS
 DN8620  COUNTRY     -  US
 DN8620  USGS QUAD   -  DUNNELLON (2018)
 DN8620
 DN8620                         *CURRENT SURVEY CONTROL
 DN8620  ______________________________________________________________________
 DN8620* NAD 83(1986) POSITION- 29 02 17.6    (N) 082 29 20.1    (W)   HD_HELD2
 DN8620* NAVD 88 ORTHO HEIGHT -    16.952 (meters)       55.62  (feet) ADJUSTED
 DN8620  ______________________________________________________________________
 DN8620  GEOID HEIGHT    -        -27.529 (meters)                     GEOID18
 DN8620  DYNAMIC HEIGHT  -         16.928 (meters)       55.54  (feet) COMP
 DN8620  MODELED GRAVITY -    979,231.0   (mgal)                       NAVD 88
 DN8620
 DN8620  VERT ORDER      -  SECOND    CLASS I
 DN8620
 DN8620.The horizontal coordinates were established by autonomous hand held GPS
 DN8620.observations and have an estimated accuracy of +/- 10 meters.
 DN8620
 DN8620.The orthometric height was determined by differential leveling and
 DN8620.adjusted by the NATIONAL GEODETIC SURVEY
 DN8620.in July 2012.
 DN8620
 DN8620.No vertical observational check was made to the station.
 DN8620
 DN8620.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8620.GEOID18 height accuracy estimate available here.
 DN8620
 DN8620.Click photographs - Photos may exist for this station.
 DN8620
 DN8620.The dynamic height is computed by dividing the NAVD 88
 DN8620.geopotential number by the normal gravity value computed on the
 DN8620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8620.degrees latitude (g = 980.6199 gals.).
 DN8620
 DN8620.The modeled gravity was interpolated from observed gravity values.
 DN8620
 DN8620;                    North         East    Units  Estimated Accuracy
 DN8620;SPC FL W     -   521,365.      152,381.      MT  (+/- 10 meters HH2 GPS)
 DN8620
 DN8620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN5502413134(NAD 83)
 DN8620
 DN8620                          SUPERSEDED SURVEY CONTROL
 DN8620
 DN8620.No superseded survey control is available for this station.
 DN8620
 DN8620_MARKER: DD = SURVEY DISK
 DN8620_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8620_STAMPING: 23421 B 2010
 DN8620_MARK LOGO: SWFWMD
 DN8620_PROJECTION: FLUSH
 DN8620_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8620+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DN8620_ROD/PIPE-DEPTH: 8.8 meters
 DN8620
 DN8620  HISTORY     - Date     Condition        Report By
 DN8620  HISTORY     - 20101201 MONUMENTED       FLDEP
 DN8620
 DN8620                          STATION DESCRIPTION
 DN8620
 DN8620'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN8620'THE MARK IS ABOUT 7.9 MI (12.8 KM) SOUTHEAST OF TIDEWATER, 6.4 MI
 DN8620'(10.3 KM) NORTHWEST OF HOLDER, 1.8 MI (2.9 KM) WEST-SOUTHWEST OF
 DN8620'DUNNELLON, IN SECTION 33, TOWNSHIP 16 SOUTH, RANGE 18 EAST.
 DN8620'
 DN8620'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 484
 DN8620'(PENNSYLVANIA AVENUE) AND U.S. HIGHWAY 41 (WILLIAMS STREET, NORTH
 DN8620'FLORIDA AVENUE) IN DUNNELLON, GO SOUTHWEST ON U.S. HIGHWAY 41
 DN8620'(WILLIAMS STREET, NORTH FLORIDA AVENUE) FOR 0.55 MI (0.9 KM) TO THE
 DN8620'JUNCTION OF COUNTY ROAD 488 (DUNNELLON ROAD) ON THE RIGHT, TURN RIGHT
 DN8620'ON COUNTY ROAD 488 (DUNNELLON ROAD) AND GO WEST FOR 1.35 MI (2.2 KM)
 DN8620'TO GUNTERS FEED STORE ENTRANCE ON THE RIGHT, A WELL SITE ON THE LEFT
 DN8620'AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DN8620'OF 28.9 FT (8.8 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM)
 DN8620'PVC PIPE FLUSH WITH THE GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE
 DN8620'LEVEL OF COUNTY ROAD 488 (DUNNELLON ROAD).
 DN8620'
 DN8620'LOCATED 93.3 FT (28.4 M) WEST OF SURVEY MARK 23421 A, 62.2 FT (19.0 M)
 DN8620'WEST OF MONITORING WELL NUMBER 23421, 29.2 FT (8.9 M) SOUTHEAST OF THE
 DN8620'APPROXIMATE CENTERLINE OF COUNTY ROAD 488 (DUNNELLON ROAD), 3.6 FT
 DN8620'(1.1 M) NORTH OF A POWER POLE NUMBER 438158 AND 3.5 FT (1.1 M) NORTH
 DN8620'OF A CARSONITE WITNESS POST.
 DN8620'
 DN8620'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN8620'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8557 ***********************************************************************
 DN8557  DESIGNATION -  23439 A
 DN8557  PID         -  DN8557
 DN8557  STATE/COUNTY-  FL/CITRUS
 DN8557  COUNTRY     -  US
 DN8557  USGS QUAD   -  HOLDER (2018)
 DN8557
 DN8557                         *CURRENT SURVEY CONTROL
 DN8557  ______________________________________________________________________
 DN8557* NAD 83(1986) POSITION- 28 56 08.4    (N) 082 23 34.8    (W)   HD_HELD2
 DN8557* NAVD 88 ORTHO HEIGHT -    19.612 (meters)       64.34  (feet) ADJUSTED
 DN8557  ______________________________________________________________________
 DN8557  GEOID HEIGHT    -        -27.436 (meters)                     GEOID18
 DN8557  DYNAMIC HEIGHT  -         19.584 (meters)       64.25  (feet) COMP
 DN8557  MODELED GRAVITY -    979,228.5   (mgal)                       NAVD 88
 DN8557
 DN8557  VERT ORDER      -  SECOND    CLASS I
 DN8557
 DN8557.The horizontal coordinates were established by autonomous hand held GPS
 DN8557.observations and have an estimated accuracy of +/- 10 meters.
 DN8557
 DN8557.The orthometric height was determined by differential leveling and
 DN8557.adjusted by the NATIONAL GEODETIC SURVEY
 DN8557.in July 2012.
 DN8557
 DN8557.No vertical observational check was made to the station.
 DN8557
 DN8557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8557.GEOID18 height accuracy estimate available here.
 DN8557
 DN8557.Click photographs - Photos may exist for this station.
 DN8557
 DN8557.The dynamic height is computed by dividing the NAVD 88
 DN8557.geopotential number by the normal gravity value computed on the
 DN8557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8557.degrees latitude (g = 980.6199 gals.).
 DN8557
 DN8557.The modeled gravity was interpolated from observed gravity values.
 DN8557
 DN8557;                    North         East    Units  Estimated Accuracy
 DN8557;SPC FL W     -   509,964.      161,685.      MT  (+/- 10 meters HH2 GPS)
 DN8557
 DN8557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6423001656(NAD 83)
 DN8557
 DN8557                          SUPERSEDED SURVEY CONTROL
 DN8557
 DN8557.No superseded survey control is available for this station.
 DN8557
 DN8557_MARKER: DD = SURVEY DISK
 DN8557_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8557_STAMPING: 23439 A 2010
 DN8557_MARK LOGO: SWFWMD
 DN8557_PROJECTION: FLUSH
 DN8557_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8557+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2010
 DN8557_ROD/PIPE-DEPTH: 8.9 meters
 DN8557
 DN8557  HISTORY     - Date     Condition        Report By
 DN8557  HISTORY     - 20101203 MONUMENTED       FLDEP
 DN8557
 DN8557                          STATION DESCRIPTION
 DN8557
 DN8557'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN8557'THE MARK IS ABOUT 8.2 MI (13.2 KM) NORTHEAST OF LECANTO, 7.9 MI (12.7
 DN8557'KM) NORTH-NORTHWEST OF INVERNESS, 2.7 MI (4.3 KM) SOUTHEAST OF HOLDER,
 DN8557'IN SECTION 10, TOWNSHIP 18 SOUTH, RANGE 19 EAST.
 DN8557'
 DN8557'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 DN8557'HIGHWAY 200 IN HERNANDO, GO NORTHWEST ON U.S. HIGHWAY 41 FOR 2.35 MI
 DN8557'(3.8 KM) TO THE JUNCTION OF EAST KATHY ROAD ON THE RIGHT.  TURN RIGHT
 DN8557'ON EAST KATHY ROAD AND GO EAST FOR 0.05 MI (0.1 KM) TO AN ATV TRAIL
 DN8557'CROSSING.  TURN LEFT ON THE ATV TRAIL AND GO NORTH FOR 0.4 MI (0.6 KM)
 DN8557'TO THE TOP OF A SMALL HILL AND WELL SITE ON THE RIGHT AND THE MARK ON
 DN8557'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 29.1 FT
 DN8557'(8.9 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DN8557'FLUSH WITH THE GROUND AND ABOUT 1.5 FT (0.5 M) ABOVE THE LEVEL OF THE
 DN8557'ATV TRAIL.
 DN8557'
 DN8557'LOCATED 33.2 FT (10.1 M) SOUTH-SOUTHWEST OF AN OLD CONCRETE WELL HEAD,
 DN8557'29.9 FT (9.1 M) SOUTH-SOUTHWEST OF SURVEY MARK 23439 B, 5.8 FT (1.8 M)
 DN8557'EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF AN ATV TRAIL AND 1.4
 DN8557'FT (0.4 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 DN8557'
 DN8557'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN8557'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8558 ***********************************************************************
 DN8558  DESIGNATION -  23439 B
 DN8558  PID         -  DN8558
 DN8558  STATE/COUNTY-  FL/CITRUS
 DN8558  COUNTRY     -  US
 DN8558  USGS QUAD   -  HOLDER (2018)
 DN8558
 DN8558                         *CURRENT SURVEY CONTROL
 DN8558  ______________________________________________________________________
 DN8558* NAD 83(1986) POSITION- 28 56 08.8    (N) 082 23 34.5    (W)   HD_HELD2
 DN8558* NAVD 88 ORTHO HEIGHT -    19.847 (meters)       65.11  (feet) ADJUSTED
 DN8558  ______________________________________________________________________
 DN8558  GEOID HEIGHT    -        -27.436 (meters)                     GEOID18
 DN8558  DYNAMIC HEIGHT  -         19.819 (meters)       65.02  (feet) COMP
 DN8558  MODELED GRAVITY -    979,228.5   (mgal)                       NAVD 88
 DN8558
 DN8558  VERT ORDER      -  SECOND    CLASS I
 DN8558
 DN8558.The horizontal coordinates were established by autonomous hand held GPS
 DN8558.observations and have an estimated accuracy of +/- 10 meters.
 DN8558
 DN8558.The orthometric height was determined by differential leveling and
 DN8558.adjusted by the NATIONAL GEODETIC SURVEY
 DN8558.in July 2012.
 DN8558
 DN8558.No vertical observational check was made to the station.
 DN8558
 DN8558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8558.GEOID18 height accuracy estimate available here.
 DN8558
 DN8558.Click photographs - Photos may exist for this station.
 DN8558
 DN8558.The dynamic height is computed by dividing the NAVD 88
 DN8558.geopotential number by the normal gravity value computed on the
 DN8558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8558.degrees latitude (g = 980.6199 gals.).
 DN8558
 DN8558.The modeled gravity was interpolated from observed gravity values.
 DN8558
 DN8558;                    North         East    Units  Estimated Accuracy
 DN8558;SPC FL W     -   509,976.      161,693.      MT  (+/- 10 meters HH2 GPS)
 DN8558
 DN8558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6423901668(NAD 83)
 DN8558
 DN8558                          SUPERSEDED SURVEY CONTROL
 DN8558
 DN8558.No superseded survey control is available for this station.
 DN8558
 DN8558_MARKER: DD = SURVEY DISK
 DN8558_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8558_STAMPING: 23439 B 2010
 DN8558_MARK LOGO: SWFWMD
 DN8558_PROJECTION: FLUSH
 DN8558_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8558_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8558+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2010
 DN8558_ROD/PIPE-DEPTH: 7.7 meters
 DN8558
 DN8558  HISTORY     - Date     Condition        Report By
 DN8558  HISTORY     - 20101203 MONUMENTED       FLDEP
 DN8558
 DN8558                          STATION DESCRIPTION
 DN8558
 DN8558'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN8558'THE MARK IS ABOUT 8.2 MI (13.2 KM) NORTHEAST OF LECANTO, 7.9 MI (12.7
 DN8558'KM) NORTH-NORTHWEST OF INVERNESS, 2.7 MI (4.3 KM) SOUTHEAST OF HOLDER,
 DN8558'IN SECTION 10, TOWNSHIP 18 SOUTH, RANGE 19 EAST.
 DN8558'
 DN8558'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 DN8558'HIGHWAY 200 IN HERNANDO, GO NORTHWEST ON U.S. HIGHWAY 41 FOR 2.35 MI
 DN8558'(3.8 KM) TO THE JUNCTION OF EAST KATHY ROAD ON THE RIGHT.  TURN RIGHT
 DN8558'ON EAST KATHY ROAD AND GO EAST FOR 0.05 MI (0.1 KM) TO AN ATV TRAIL
 DN8558'CROSSING.  TURN LEFT ON THE ATV TRAIL AND GO NORTH FOR 0.4 MI (0.6 KM)
 DN8558'TO THE TOP OF A SMALL HILL AND WELL SITE ON THE RIGHT AND THE MARK ON
 DN8558'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 25.3 FT
 DN8558'(7.7 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DN8558'FLUSH WITH THE GROUND AND ABOUT 1.2 FT (0.4 M) ABOVE THE LEVEL OF THE
 DN8558'ATV TRAIL.
 DN8558'
 DN8558'LOCATED 33.6 FT (10.2 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DN8558'OF AN ATV TRAIL, 29.9 FT (9.1 M) NORTH-NORTHEAST OF SURVEY MARK 23439
 DN8558'B, 3.9 FT (1.2 M) SOUTH OF THE SOUTH CORNER OF AN OLD CONCRETE WELL
 DN8558'AND 1.9 FT (0.6 M) WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 DN8558'
 DN8558'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN8558'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8606 ***********************************************************************
 DN8606  DESIGNATION -  23485 A
 DN8606  PID         -  DN8606
 DN8606  STATE/COUNTY-  FL/CITRUS
 DN8606  COUNTRY     -  US
 DN8606  USGS QUAD   -  INVERNESS (2018)
 DN8606
 DN8606                         *CURRENT SURVEY CONTROL
 DN8606  ______________________________________________________________________
 DN8606* NAD 83(1986) POSITION- 28 51 15.0    (N) 082 20 43.5    (W)   HD_HELD2
 DN8606* NAVD 88 ORTHO HEIGHT -    12.782 (meters)       41.94  (feet) ADJUSTED
 DN8606  ______________________________________________________________________
 DN8606  GEOID HEIGHT    -        -27.305 (meters)                     GEOID18
 DN8606  DYNAMIC HEIGHT  -         12.764 (meters)       41.88  (feet) COMP
 DN8606  MODELED GRAVITY -    979,225.8   (mgal)                       NAVD 88
 DN8606
 DN8606  VERT ORDER      -  SECOND    CLASS I
 DN8606
 DN8606.The horizontal coordinates were established by autonomous hand held GPS
 DN8606.observations and have an estimated accuracy of +/- 10 meters.
 DN8606
 DN8606.The orthometric height was determined by differential leveling and
 DN8606.adjusted by the NATIONAL GEODETIC SURVEY
 DN8606.in July 2012.
 DN8606
 DN8606.No vertical observational check was made to the station.
 DN8606
 DN8606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8606.GEOID18 height accuracy estimate available here.
 DN8606
 DN8606.Click photographs - Photos may exist for this station.
 DN8606
 DN8606.The dynamic height is computed by dividing the NAVD 88
 DN8606.geopotential number by the normal gravity value computed on the
 DN8606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8606.degrees latitude (g = 980.6199 gals.).
 DN8606
 DN8606.The modeled gravity was interpolated from observed gravity values.
 DN8606
 DN8606;                    North         East    Units  Estimated Accuracy
 DN8606;SPC FL W     -   500,917.      166,298.      MT  (+/- 10 meters HH2 GPS)
 DN8606
 DN8606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6876692572(NAD 83)
 DN8606
 DN8606                          SUPERSEDED SURVEY CONTROL
 DN8606
 DN8606.No superseded survey control is available for this station.
 DN8606
 DN8606_MARKER: DD = SURVEY DISK
 DN8606_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN8606+WITH SETTING: INFORMATION.
 DN8606_STAMPING: 23485 A 2010
 DN8606_MARK LOGO: SWFWMD
 DN8606_PROJECTION: FLUSH
 DN8606_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8606+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2010
 DN8606_ROD/PIPE-DEPTH: 2.0 meters
 DN8606
 DN8606  HISTORY     - Date     Condition        Report By
 DN8606  HISTORY     - 20101203 MONUMENTED       FLDEP
 DN8606
 DN8606                          STATION DESCRIPTION
 DN8606
 DN8606'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN8606'THE MARK IS ABOUT 8.6 MI (13.8 KM) EAST OF LECANTO, 8.0 MI (12.9 KM)
 DN8606'WEST OF RUTLAND, 1.6 MI (2.6 KM) NORTHWEST OF INVERNESS, IN SECTION 7,
 DN8606'TOWNSHIP 19 SOUTH, RANGE 20 EAST.
 DN8606'
 DN8606'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 44 EAST AND U.S.
 DN8606'HIGHWAY 41 (N.  FLORIDA AVENUE) IN INVERNESS, GO NORTH ON U.S. HIGHWAY
 DN8606'41 (N.  FLORIDA AVENUE) FOR 1.0 MI (1.6 KM) TO THE Y-JUNCTION OF STATE
 DN8606'HIGHWAY 44 WEST (GULF LAKE HIGHWAY) AND U.S. HIGHWAY 41 (N.  FLORIDA
 DN8606'AVENUE) IN INVERNESS, BEAR RIGHT ON U.S. HIGHWAY 41 (N.  FLORIDA
 DN8606'AVENUE) AND GO NORTHWEST FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF A
 DN8606'PRIVATE DRIVEWAY ON THE LEFT, A WELL SITE ON THE RIGHT AND THE MARK ON
 DN8606'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 6.5 FT (2.0
 DN8606'M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DN8606'PIPE FLUSH WITH THE GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF
 DN8606'U.S. HIGHWAY 41.
 DN8606'
 DN8606'LOCATED 46.7 FT (14.2 M) EAST-NORTHEAST OF THE CENTERLINE OF U.S.
 DN8606'HIGHWAY 41, 11.0 FT (3.4 M) SOUTH-SOUTHEAST OF WELL 23485, 1.7 FT (0.5
 DN8606'M) EAST OF THE WESTERNMOST CONCRETE POST AND 1.2 FT (0.4 M)
 DN8606'WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 DN8606'
 DN8606'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8606'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8815 ***********************************************************************
 DN8815  DESIGNATION -  23491 A
 DN8815  PID         -  DN8815
 DN8815  STATE/COUNTY-  FL/CITRUS
 DN8815  COUNTRY     -  US
 DN8815  USGS QUAD   -  LECANTO (2018)
 DN8815
 DN8815                         *CURRENT SURVEY CONTROL
 DN8815  ______________________________________________________________________
 DN8815* NAD 83(1986) POSITION- 28 48 02.5    (N) 082 23 03.4    (W)   HD_HELD2
 DN8815* NAVD 88 ORTHO HEIGHT -    23.123 (meters)       75.86  (feet) ADJUSTED
 DN8815  ______________________________________________________________________
 DN8815  GEOID HEIGHT    -        -27.186 (meters)                     GEOID18
 DN8815  DYNAMIC HEIGHT  -         23.090 (meters)       75.75  (feet) COMP
 DN8815  MODELED GRAVITY -    979,221.1   (mgal)                       NAVD 88
 DN8815
 DN8815  VERT ORDER      -  SECOND    CLASS I
 DN8815
 DN8815.The horizontal coordinates were established by autonomous hand held GPS
 DN8815.observations and have an estimated accuracy of +/- 10 meters.
 DN8815
 DN8815.The orthometric height was determined by differential leveling and
 DN8815.adjusted by the NATIONAL GEODETIC SURVEY
 DN8815.in July 2012.
 DN8815
 DN8815.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8815.GEOID18 height accuracy estimate available here.
 DN8815
 DN8815.Click photographs - Photos may exist for this station.
 DN8815
 DN8815.The dynamic height is computed by dividing the NAVD 88
 DN8815.geopotential number by the normal gravity value computed on the
 DN8815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8815.degrees latitude (g = 980.6199 gals.).
 DN8815
 DN8815.The modeled gravity was interpolated from observed gravity values.
 DN8815
 DN8815;                    North         East    Units  Estimated Accuracy
 DN8815;SPC FL W     -   495,002.      162,487.      MT  (+/- 10 meters HH2 GPS)
 DN8815
 DN8815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6490686690(NAD 83)
 DN8815
 DN8815                          SUPERSEDED SURVEY CONTROL
 DN8815
 DN8815.No superseded survey control is available for this station.
 DN8815
 DN8815_MARKER: F = FLANGE-ENCASED ROD
 DN8815_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8815_STAMPING: 23491 A 2010
 DN8815_MARK LOGO: SWFWMD
 DN8815_PROJECTION: RECESSED 5 CENTIMETERS
 DN8815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8815+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2010
 DN8815_ROD/PIPE-DEPTH: 11.0 meters
 DN8815
 DN8815  HISTORY     - Date     Condition        Report By
 DN8815  HISTORY     - 20101204 MONUMENTED       FLDEP
 DN8815
 DN8815                          STATION DESCRIPTION
 DN8815
 DN8815'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8815'THE MARK IS ABOUT 11.0 MI (17.7 KM) WEST-SOUTHWEST OF RUTLAND, 7.2 MI
 DN8815'(11.6 KM) EAST-SOUTHEAST OF LECANTO, 4.0 MI (6.4 KM) SOUTHWEST OF
 DN8815'INVERNESS, IN SECTION 26, TOWNSHIP 19 SOUTH, RANGE 19 EAST.
 DN8815'
 DN8815'TO REACH THE MARK FROM THE JUNCTION OF SOUTH PLEASANT GROVE ROAD
 DN8815'(COUNTY ROAD 581) AND EAST TRAIL 10 ROAD IN INVERNESS, GO WEST ON EAST
 DN8815'TRAIL 10 ROAD FOR 1.7 MI (2.7 KM) TO THE FLORIDA FISH AND WILD LIFE
 DN8815'CONSERVATION COMMISSION CHECK STATION.  CONTINUE WEST ON EAST TRIAL 10
 DN8815'ROAD FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF FR-9 (FORREST ROAD 9).
 DN8815'TURN RIGHT ON FR-9 (FORREST ROAD 9) AND GO NORTH FOR 0.1 MI (0.2 KM)
 DN8815'TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DN8815'OF 36.1 FT (11.0 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED
 DN8815'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DN8815'THE GROUND AND 3.9 FT (1.2 M) ABOVE THE LEVEL OF FR-9 (FORREST ROAD
 DN8815'9).
 DN8815'
 DN8815'LOCATED 63.8 FT (19.4 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DN8815'OF FR-9 (FORREST ROAD 9), 61.3 FT (18.7 M) SOUTH-SOUTHEAST OF SURVEY
 DN8815'MARK 23491 B, 52.1 FT (15.9 M) EAST-SOUTHEAST OF THE BARBED WIRE
 DN8815'FENCE, 29.4 FT (9.0 M) EAST-NORTHEAST OF WATER MONITORING WELL 23491
 DN8815'AND 1.5 FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
 DN8815'
 DN8815'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN8815'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8814 ***********************************************************************
 DN8814  DESIGNATION -  23491 B
 DN8814  PID         -  DN8814
 DN8814  STATE/COUNTY-  FL/CITRUS
 DN8814  COUNTRY     -  US
 DN8814  USGS QUAD   -  LECANTO (2018)
 DN8814
 DN8814                         *CURRENT SURVEY CONTROL
 DN8814  ______________________________________________________________________
 DN8814* NAD 83(1986) POSITION- 28 48 03.1    (N) 082 23 03.7    (W)   HD_HELD2
 DN8814* NAVD 88 ORTHO HEIGHT -    22.393 (meters)       73.47  (feet) ADJUSTED
 DN8814  ______________________________________________________________________
 DN8814  GEOID HEIGHT    -        -27.187 (meters)                     GEOID18
 DN8814  DYNAMIC HEIGHT  -         22.361 (meters)       73.36  (feet) COMP
 DN8814  MODELED GRAVITY -    979,221.1   (mgal)                       NAVD 88
 DN8814
 DN8814  VERT ORDER      -  SECOND    CLASS I
 DN8814
 DN8814.The horizontal coordinates were established by autonomous hand held GPS
 DN8814.observations and have an estimated accuracy of +/- 10 meters.
 DN8814
 DN8814.The orthometric height was determined by differential leveling and
 DN8814.adjusted by the NATIONAL GEODETIC SURVEY
 DN8814.in July 2012.
 DN8814
 DN8814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8814.GEOID18 height accuracy estimate available here.
 DN8814
 DN8814.Click photographs - Photos may exist for this station.
 DN8814
 DN8814.The dynamic height is computed by dividing the NAVD 88
 DN8814.geopotential number by the normal gravity value computed on the
 DN8814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8814.degrees latitude (g = 980.6199 gals.).
 DN8814
 DN8814.The modeled gravity was interpolated from observed gravity values.
 DN8814
 DN8814;                    North         East    Units  Estimated Accuracy
 DN8814;SPC FL W     -   495,021.      162,479.      MT  (+/- 10 meters HH2 GPS)
 DN8814
 DN8814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6489886709(NAD 83)
 DN8814
 DN8814                          SUPERSEDED SURVEY CONTROL
 DN8814
 DN8814.No superseded survey control is available for this station.
 DN8814
 DN8814_MARKER: F = FLANGE-ENCASED ROD
 DN8814_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8814_STAMPING: 23491 B 2010
 DN8814_MARK LOGO: SWFWMD
 DN8814_PROJECTION: RECESSED 5 CENTIMETERS
 DN8814_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8814+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2010
 DN8814_ROD/PIPE-DEPTH: 10.6 meters
 DN8814
 DN8814  HISTORY     - Date     Condition        Report By
 DN8814  HISTORY     - 20101204 MONUMENTED       FLDEP
 DN8814
 DN8814                          STATION DESCRIPTION
 DN8814
 DN8814'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8814'THE MARK IS ABOUT 11.0 MI (17.7 KM) WEST-SOUTHWEST OF RUTLAND, 7.2 MI
 DN8814'(11.6 KM) EAST-SOUTHEAST OF LECANTO, 4.0 MI (6.4 KM) SOUTHWEST OF
 DN8814'INVERNESS, IN SECTION 26, TOWNSHIP 19 SOUTH, RANGE 19 EAST.
 DN8814'
 DN8814'TO REACH THE MARK FROM THE JUNCTION OF SOUTH PLEASANT GROVE ROAD
 DN8814'(COUNTY ROAD 581) AND EAST TRAIL 10 ROAD IN INVERNESS, GO WEST ON EAST
 DN8814'TRAIL 10 ROAD FOR 1.7 MI (2.7 KM) TO THE FLORIDA FISH AND WILD LIFE
 DN8814'CONSERVATION COMMISSION CHECK STATION.  CONTINUE WEST ON EAST TRIAL 10
 DN8814'ROAD FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF FR-9 (FORREST ROAD 9).
 DN8814'TURN RIGHT ON FR-9 (FORREST ROAD 9) AND GO NORTH FOR 0.1 MI (0.2 KM)
 DN8814'TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DN8814'OF 34.7 FT (10.6 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED
 DN8814'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DN8814'THE GROUND AND 1.5 FT (0.5 M) ABOVE THE LEVEL OF FR-9 (FORREST ROAD
 DN8814'9).
 DN8814'
 DN8814'LOCATED 62.0 FT (18.9 M) NORTH OF WATER MONITORING WELL 23491, 61.3 FT
 DN8814'(18.7 M) NORTH-NORTHWEST OF SURVEY MARK 23491 A, 37.9 FT (11.6 M)
 DN8814'EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF FR-9 (FORREST ROAD 9),
 DN8814'2.2 FT (0.7 M) SOUTH-SOUTHEAST OF A HOG WIRE FENCE AND 2.0 FT (0.6 M)
 DN8814'SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST.
 DN8814'
 DN8814'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DN8814'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0069 ***********************************************************************
 AL0069  DESIGNATION -  235
 AL0069  PID         -  AL0069
 AL0069  STATE/COUNTY-  FL/PINELLAS
 AL0069  COUNTRY     -  US
 AL0069  USGS QUAD   -  OLDSMAR (2018)
 AL0069
 AL0069                         *CURRENT SURVEY CONTROL
 AL0069  ______________________________________________________________________
 AL0069* NAD 83(1986) POSITION- 28 07 07.     (N) 082 44 23.     (W)   SCALED
 AL0069* NAVD 88 ORTHO HEIGHT -     1.931 (meters)        6.34  (feet) ADJUSTED
 AL0069  ______________________________________________________________________
 AL0069  GEOID HEIGHT    -        -25.055 (meters)                     GEOID18
 AL0069  DYNAMIC HEIGHT  -          1.928 (meters)        6.33  (feet) COMP
 AL0069  MODELED GRAVITY -    979,193.2   (mgal)                       NAVD 88
 AL0069
 AL0069  VERT ORDER      -  SECOND    CLASS II
 AL0069
 AL0069.The horizontal coordinates were scaled from a map and have
 AL0069.an estimated accuracy of +/- 6 seconds.
 AL0069
 AL0069.The orthometric height was determined by differential leveling and
 AL0069.adjusted by the NATIONAL GEODETIC SURVEY
 AL0069.in June 1991.
 AL0069
 AL0069.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0069.GEOID18 height accuracy estimate available here.
 AL0069
 AL0069.Click photographs - Photos may exist for this station.
 AL0069
 AL0069.The dynamic height is computed by dividing the NAVD 88
 AL0069.geopotential number by the normal gravity value computed on the
 AL0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0069.degrees latitude (g = 980.6199 gals.).
 AL0069
 AL0069.The modeled gravity was interpolated from observed gravity values.
 AL0069
 AL0069;                    North         East    Units  Estimated Accuracy
 AL0069;SPC FL W     -   419,570.      127,320.      MT  (+/- 180 meters Scaled)
 AL0069
 AL0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291115(NAD 83)
 AL0069
 AL0069                          SUPERSEDED SURVEY CONTROL
 AL0069
 AL0069  NGVD 29 (??/??/92)    2.190  (m)            7.19   (f) ADJ UNCH    2 2
 AL0069
 AL0069.Superseded values are not recommended for survey control.
 AL0069
 AL0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0069.See file dsdata.pdf to determine how the superseded data were derived.
 AL0069
 AL0069_MARKER: DD = SURVEY DISK
 AL0069_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0069_SP_SET: CULVERT HEADWALL
 AL0069_STAMPING: 235
 AL0069_MARK LOGO: FLSRD
 AL0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0069+STABILITY: SURFACE MOTION
 AL0069
 AL0069  HISTORY     - Date     Condition        Report By
 AL0069  HISTORY     - UNK      MONUMENTED       FLHD
 AL0069  HISTORY     - 1976     GOOD             FLDT
 AL0069  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0069
 AL0069                          STATION DESCRIPTION
 AL0069
 AL0069'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0069'0.9 MI S FROM TARPON SPRINGS.
 AL0069'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0069'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 2.0 MILE.
 AL0069'STATION ON LEFT, 67.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0069'150.0 FT. SOUTH OF THE CENTERLINE OF RITA LANE.  SET IN TOP OF
 AL0069'A CONCRETE HEADWALL.  SECTION 19, T27S, R16E.
 AL0069
 AL0069                          STATION RECOVERY (1984)
 AL0069
 AL0069'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0069'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9114 ***********************************************************************
 DN9114  DESIGNATION -  23500 A
 DN9114  PID         -  DN9114
 DN9114  STATE/COUNTY-  FL/CITRUS
 DN9114  COUNTRY     -  US
 DN9114  USGS QUAD   -  RUTLAND (2018)
 DN9114
 DN9114                         *CURRENT SURVEY CONTROL
 DN9114  ______________________________________________________________________
 DN9114* NAD 83(1986) POSITION- 28 45 12.6    (N) 082 13 10.0    (W)   HD_HELD2
 DN9114* NAVD 88 ORTHO HEIGHT -    14.670 (meters)       48.13  (feet) ADJUSTED
 DN9114  ______________________________________________________________________
 DN9114  GEOID HEIGHT    -        -27.152 (meters)                     GEOID18
 DN9114  DYNAMIC HEIGHT  -         14.649 (meters)       48.06  (feet) COMP
 DN9114  MODELED GRAVITY -    979,223.5   (mgal)                       NAVD 88
 DN9114
 DN9114  VERT ORDER      -  SECOND    CLASS I
 DN9114
 DN9114.The horizontal coordinates were established by autonomous hand held GPS
 DN9114.observations and have an estimated accuracy of +/- 10 meters.
 DN9114
 DN9114.The orthometric height was determined by differential leveling and
 DN9114.adjusted by the NATIONAL GEODETIC SURVEY
 DN9114.in July 2012.
 DN9114
 DN9114.No vertical observational check was made to the station.
 DN9114
 DN9114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9114.GEOID18 height accuracy estimate available here.
 DN9114
 DN9114.Click photographs - Photos may exist for this station.
 DN9114
 DN9114.The dynamic height is computed by dividing the NAVD 88
 DN9114.geopotential number by the normal gravity value computed on the
 DN9114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9114.degrees latitude (g = 980.6199 gals.).
 DN9114
 DN9114.The modeled gravity was interpolated from observed gravity values.
 DN9114
 DN9114;                    North         East    Units  Estimated Accuracy
 DN9114;SPC FL W     -   489,731.      178,568.      MT  (+/- 10 meters HH2 GPS)
 DN9114
 DN9114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8094081285(NAD 83)
 DN9114
 DN9114                          SUPERSEDED SURVEY CONTROL
 DN9114
 DN9114.No superseded survey control is available for this station.
 DN9114
 DN9114_MARKER: DD = SURVEY DISK
 DN9114_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9114_STAMPING: 23500 A 2011
 DN9114_MARK LOGO: SWFWMD
 DN9114_PROJECTION: FLUSH
 DN9114_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9114+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2011
 DN9114_ROD/PIPE-DEPTH: 10.6 meters
 DN9114
 DN9114  HISTORY     - Date     Condition        Report By
 DN9114  HISTORY     - 20110206 MONUMENTED       FLDEP
 DN9114
 DN9114                          STATION DESCRIPTION
 DN9114
 DN9114'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9114'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF INVERNESS, 6.8 MI
 DN9114'(10.9 KM) SOUTH OF RUTLAND, 4.6 MI (7.4 KM) NORTH-NORTHWEST OF WAHOO,
 DN9114'IN SECTION 16, TOWNSHIP 20 SOUTH, RANGE 21 EAST.
 DN9114'
 DN9114'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (SOUTH
 DN9114'FLORIDA AVENUE) AND COUNTY ROAD 48 IN FLORAL CITY, GO EAST AND
 DN9114'SOUTHEAST ON COUNTY ROAD 48 FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF
 DN9114'EAST TRAILS END ROAD ON THE LEFT.  TURN LEFT ON EAST TRAILS END ROAD
 DN9114'AND GO EAST AND NORTH FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF SOUTH
 DN9114'WITHLAPOPKA DRIVE ON THE LEFT.  TURN RIGHT ON EAST TRAILS END ROAD AND
 DN9114'GO SOUTH AND EAST FOR 1.35 MI (2.2 KM) TO THE JUNCTION OF BIG BUCK
 DN9114'TRAIL ON THE LEFT.  TURN LEFT ON BIG BUCK TRAIL AND GO EAST FOR 0.5 MI
 DN9114'(0.8 KM) TO A LOCKED GATE AND A WELL SITE ON THE RIGHT AND THE MARK ON
 DN9114'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 34.8 FT
 DN9114'(10.6 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10
 DN9114'CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) ABOVE THE
 DN9114'LEVEL OF BIG BUCK TRAIL.
 DN9114'
 DN9114'LOCATED 148.2 FT (45.2 M) SOUTH OF SURVEY MARK 23500 B, 117.5 FT (35.8
 DN9114'M) EAST OF THE APPROXIMATE CENTERLINE OF BIG BUCK TRAIL, 15.8 FT (4.8
 DN9114'M) WEST OF A METAL POLE WITH A SOLAR PANEL ATTACHED, 12.0 FT (3.7 M)
 DN9114'SOUTH-SOUTHWEST OF THE SOUTHERNMOST OF 2 WELL HEADS AND 1.8 FT (0.5 M)
 DN9114'NORTHWEST OF A CARSONITE WITNESS POST.
 DN9114'
 DN9114'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9114'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9115 ***********************************************************************
 DN9115  DESIGNATION -  23500 B
 DN9115  PID         -  DN9115
 DN9115  STATE/COUNTY-  FL/CITRUS
 DN9115  COUNTRY     -  US
 DN9115  USGS QUAD   -  RUTLAND (2018)
 DN9115
 DN9115                         *CURRENT SURVEY CONTROL
 DN9115  ______________________________________________________________________
 DN9115* NAD 83(1986) POSITION- 28 45 14.0    (N) 082 13 10.6    (W)   HD_HELD2
 DN9115* NAVD 88 ORTHO HEIGHT -    15.929 (meters)       52.26  (feet) ADJUSTED
 DN9115  ______________________________________________________________________
 DN9115  GEOID HEIGHT    -        -27.152 (meters)                     GEOID18
 DN9115  DYNAMIC HEIGHT  -         15.906 (meters)       52.18  (feet) COMP
 DN9115  MODELED GRAVITY -    979,223.5   (mgal)                       NAVD 88
 DN9115
 DN9115  VERT ORDER      -  SECOND    CLASS I
 DN9115
 DN9115.The horizontal coordinates were established by autonomous hand held GPS
 DN9115.observations and have an estimated accuracy of +/- 10 meters.
 DN9115
 DN9115.The orthometric height was determined by differential leveling and
 DN9115.adjusted by the NATIONAL GEODETIC SURVEY
 DN9115.in July 2012.
 DN9115
 DN9115.No vertical observational check was made to the station.
 DN9115
 DN9115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9115.GEOID18 height accuracy estimate available here.
 DN9115
 DN9115.Click photographs - Photos may exist for this station.
 DN9115
 DN9115.The dynamic height is computed by dividing the NAVD 88
 DN9115.geopotential number by the normal gravity value computed on the
 DN9115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9115.degrees latitude (g = 980.6199 gals.).
 DN9115
 DN9115.The modeled gravity was interpolated from observed gravity values.
 DN9115
 DN9115;                    North         East    Units  Estimated Accuracy
 DN9115;SPC FL W     -   489,774.      178,552.      MT  (+/- 10 meters HH2 GPS)
 DN9115
 DN9115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8092481328(NAD 83)
 DN9115
 DN9115                          SUPERSEDED SURVEY CONTROL
 DN9115
 DN9115.No superseded survey control is available for this station.
 DN9115
 DN9115_MARKER: DD = SURVEY DISK
 DN9115_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9115_STAMPING: 23500 B 2011
 DN9115_MARK LOGO: SWFWMD
 DN9115_PROJECTION: FLUSH
 DN9115_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9115+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2011
 DN9115_ROD/PIPE-DEPTH: 9.4 meters
 DN9115
 DN9115  HISTORY     - Date     Condition        Report By
 DN9115  HISTORY     - 20110206 MONUMENTED       FLDEP
 DN9115
 DN9115                          STATION DESCRIPTION
 DN9115
 DN9115'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9115'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF INVERNESS, 6.8 MI
 DN9115'(10.9 KM) SOUTH OF RUTLAND, 4.6 MI (7.4 KM) NORTH-NORTHWEST OF WAHOO,
 DN9115'IN SECTION 16, TOWNSHIP 20 SOUTH, RANGE 21 EAST.
 DN9115'
 DN9115'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (SOUTH
 DN9115'FLORIDA AVENUE) AND COUNTY ROAD 48 IN FLORAL CITY, GO EAST AND
 DN9115'SOUTHEAST ON COUNTY ROAD 48 FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF
 DN9115'EAST TRAILS END ROAD ON THE LEFT.  TURN LEFT ON EAST TRAILS END ROAD
 DN9115'AND GO EAST AND NORTH FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF SOUTH
 DN9115'WITHLAPOPKA DRIVE ON THE LEFT.  TURN RIGHT ON EAST TRAILS END ROAD AND
 DN9115'GO SOUTH AND EAST FOR 1.35 MI (2.2 KM) TO THE JUNCTION OF BIG BUCK
 DN9115'TRAIL ON THE LEFT.  TURN LEFT ON BIG BUCK TRAIL AND GO EAST FOR 0.5 MI
 DN9115'(0.8 KM) TO A LOCKED GATE AND A WELL SITE ON THE RIGHT AND THE MARK ON
 DN9115'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 31.0 FT
 DN9115'(9.4 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM)
 DN9115'PVC PIPE FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) ABOVE THE
 DN9115'LEVEL OF BIG BUCK TRAIL.
 DN9115'
 DN9115'LOCATED 148.2 FT (45.2 M) NORTH OF SURVEY MARK 23500 A, 81.5 FT (24.8
 DN9115'M) EAST OF THE APPROXIMATE CENTERLINE OF BIG BUCK TRAIL, 31.6 FT (9.6
 DN9115'M) NORTHWEST OF THE NORTHERNMOST OF 2 WELL HEADS AND 1.4 FT (0.4 M)
 DN9115'SOUTH OF A CARSONITE WITNESS POST.
 DN9115'
 DN9115'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9115'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9112 ***********************************************************************
 DN9112  DESIGNATION -  23501 A
 DN9112  PID         -  DN9112
 DN9112  STATE/COUNTY-  FL/CITRUS
 DN9112  COUNTRY     -  US
 DN9112  USGS QUAD   -  RUTLAND (2018)
 DN9112
 DN9112                         *CURRENT SURVEY CONTROL
 DN9112  ______________________________________________________________________
 DN9112* NAD 83(1986) POSITION- 28 45 14.7    (N) 082 13 48.3    (W)   HD_HELD2
 DN9112* NAVD 88 ORTHO HEIGHT -    15.216 (meters)       49.92  (feet) ADJUSTED
 DN9112  ______________________________________________________________________
 DN9112  GEOID HEIGHT    -        -27.150 (meters)                     GEOID18
 DN9112  DYNAMIC HEIGHT  -         15.194 (meters)       49.85  (feet) COMP
 DN9112  MODELED GRAVITY -    979,223.0   (mgal)                       NAVD 88
 DN9112
 DN9112  VERT ORDER      -  SECOND    CLASS I
 DN9112
 DN9112.The horizontal coordinates were established by autonomous hand held GPS
 DN9112.observations and have an estimated accuracy of +/- 10 meters.
 DN9112
 DN9112.The orthometric height was determined by differential leveling and
 DN9112.adjusted by the NATIONAL GEODETIC SURVEY
 DN9112.in July 2012.
 DN9112
 DN9112.No vertical observational check was made to the station.
 DN9112
 DN9112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9112.GEOID18 height accuracy estimate available here.
 DN9112
 DN9112.Click photographs - Photos may exist for this station.
 DN9112
 DN9112.The dynamic height is computed by dividing the NAVD 88
 DN9112.geopotential number by the normal gravity value computed on the
 DN9112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9112.degrees latitude (g = 980.6199 gals.).
 DN9112
 DN9112.The modeled gravity was interpolated from observed gravity values.
 DN9112
 DN9112;                    North         East    Units  Estimated Accuracy
 DN9112;SPC FL W     -   489,797.      177,529.      MT  (+/- 10 meters HH2 GPS)
 DN9112
 DN9112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7990281360(NAD 83)
 DN9112
 DN9112                          SUPERSEDED SURVEY CONTROL
 DN9112
 DN9112.No superseded survey control is available for this station.
 DN9112
 DN9112_MARKER: DD = SURVEY DISK
 DN9112_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN9112_SP_SET: CATWALK
 DN9112_STAMPING: 23501 A 2011
 DN9112_MARK LOGO: FLDEP
 DN9112_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN9112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN9112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9112+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2011
 DN9112
 DN9112  HISTORY     - Date     Condition        Report By
 DN9112  HISTORY     - 20110206 MONUMENTED       FLDEP
 DN9112
 DN9112                          STATION DESCRIPTION
 DN9112
 DN9112'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9112'THE MARK IS ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF INVERNESS, 6.9 MI
 DN9112'(11.1 KM) SOUTH OF RUTLAND, 4.9 MI (7.9 KM) NORTH-NORTHWEST OF WAHOO,
 DN9112'IN SECTION 17, TOWNSHIP 20 SOUTH, RANGE 21 EAST.
 DN9112'
 DN9112'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (SOUTH
 DN9112'FLORIDA AVENUE) AND COUNTY ROAD 48 IN FLORAL CITY, GO EAST AND
 DN9112'SOUTHEAST ON COUNTY ROAD 48 FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF
 DN9112'EAST TRAILS END ROAD ON THE LEFT, TURN LEFT ON EAST TRAILS END ROAD
 DN9112'AND GO EAST AND NORTH FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF SOUTH
 DN9112'WITHLAPOPKA DRIVE ON THE LEFT, TURN RIGHT ON EAST TRAILS END ROAD AND
 DN9112'GO SOUTH AND EAST FOR 1.05 MI (1.7 KM) TO THE LESLIE HEIFNER STRUCTURE
 DN9112'AND THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE CATWALK LEVEL
 DN9112'WITH THE EAST TRAILS END ROAD.
 DN9112'
 DN9112'LOCATED 180.0 FT (54.9 M) WEST-SOUTHWEST OF SURVEY MARK 23501 B, 55.1
 DN9112'FT (16.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF A BOAT RAMP, 28.4
 DN9112'FT (8.7 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF EAST
 DN9112'TRAILS END ROAD, 5.6 FT (1.7 M) WEST-SOUTHWEST OF A POWER POLE WITH A
 DN9112'METER ATTACHED AND 0.5 FT (0.2 M) WEST OF THE EAST END OF A CONCRETE
 DN9112'CATWALK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9113 ***********************************************************************
 DN9113  DESIGNATION -  23501 B
 DN9113  PID         -  DN9113
 DN9113  STATE/COUNTY-  FL/CITRUS
 DN9113  COUNTRY     -  US
 DN9113  USGS QUAD   -  RUTLAND (2018)
 DN9113
 DN9113                         *CURRENT SURVEY CONTROL
 DN9113  ______________________________________________________________________
 DN9113* NAD 83(1986) POSITION- 28 45 15.3    (N) 082 13 46.3    (W)   HD_HELD2
 DN9113* NAVD 88 ORTHO HEIGHT -    13.978 (meters)       45.86  (feet) ADJUSTED
 DN9113  ______________________________________________________________________
 DN9113  GEOID HEIGHT    -        -27.151 (meters)                     GEOID18
 DN9113  DYNAMIC HEIGHT  -         13.958 (meters)       45.79  (feet) COMP
 DN9113  MODELED GRAVITY -    979,223.0   (mgal)                       NAVD 88
 DN9113
 DN9113  VERT ORDER      -  SECOND    CLASS I
 DN9113
 DN9113.The horizontal coordinates were established by autonomous hand held GPS
 DN9113.observations and have an estimated accuracy of +/- 10 meters.
 DN9113
 DN9113.The orthometric height was determined by differential leveling and
 DN9113.adjusted by the NATIONAL GEODETIC SURVEY
 DN9113.in July 2012.
 DN9113
 DN9113.No vertical observational check was made to the station.
 DN9113
 DN9113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9113.GEOID18 height accuracy estimate available here.
 DN9113
 DN9113.Click photographs - Photos may exist for this station.
 DN9113
 DN9113.The dynamic height is computed by dividing the NAVD 88
 DN9113.geopotential number by the normal gravity value computed on the
 DN9113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9113.degrees latitude (g = 980.6199 gals.).
 DN9113
 DN9113.The modeled gravity was interpolated from observed gravity values.
 DN9113
 DN9113;                    North         East    Units  Estimated Accuracy
 DN9113;SPC FL W     -   489,816.      177,584.      MT  (+/- 10 meters HH2 GPS)
 DN9113
 DN9113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7995681378(NAD 83)
 DN9113
 DN9113                          SUPERSEDED SURVEY CONTROL
 DN9113
 DN9113.No superseded survey control is available for this station.
 DN9113
 DN9113_MARKER: DD = SURVEY DISK
 DN9113_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9113_STAMPING: 23501 B 2011
 DN9113_MARK LOGO: SWFWMD
 DN9113_PROJECTION: FLUSH
 DN9113_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9113+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2011
 DN9113_ROD/PIPE-DEPTH: 7.7 meters
 DN9113
 DN9113  HISTORY     - Date     Condition        Report By
 DN9113  HISTORY     - 20110206 MONUMENTED       FLDEP
 DN9113
 DN9113                          STATION DESCRIPTION
 DN9113
 DN9113'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9113'THE MARK IS ABOUT 8.3 MI (13.4 KM) SOUTHEAST OF INVERNESS, 6.9 MI
 DN9113'(11.1 KM) SOUTH OF RUTLAND, 4.9 MI (7.9 KM) NORTH-NORTHWEST OF WAHOO,
 DN9113'IN SECTION 17, TOWNSHIP 20 SOUTH, RANGE 21 EAST.
 DN9113'
 DN9113'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (SOUTH
 DN9113'FLORIDA AVENUE) AND COUNTY ROAD 48 IN FLORAL CITY, GO EAST AND
 DN9113'SOUTHEAST ON COUNTY ROAD 48 FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF
 DN9113'EAST TRAILS END ROAD ON THE LEFT.  TURN LEFT ON EAST TRAILS END ROAD
 DN9113'AND GO EAST AND NORTH FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF SOUTH
 DN9113'WITHLAPOPKA DRIVE ON THE LEFT.  TURN RIGHT ON EAST TRAILS END ROAD AND
 DN9113'GO SOUTH AND EAST FOR 1.1 MI (1.8 KM) TO THE EAST END OF A PARK AT THE
 DN9113'LESLIE HEIFNER STRUCTURE AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DN9113'DRIVEN TO REFUSAL AT A DEPTH OF 25.3 FT (7.7 M) WITH AN ALUMINUM DISK
 DN9113'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DN9113'GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF EAST TRAILS END
 DN9113'ROAD.
 DN9113'
 DN9113'LOCATED 180.0 FT (54.9 M) EAST-NORTHEAST OF SURVEY MARK 23501 A, 93.8
 DN9113'FT (28.6 M) EAST OF A WOODEN POWER POLE, 60.0 FT (18.3 M) EAST OF THE
 DN9113'APPROXIMATE CENTERLINE OF A GRAVEL DRIVEWAY LEADING TO A BOAT RAMP,
 DN9113'53.4 FT (16.3 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF EAST
 DN9113'TRAILS END ROAD, 2.1 FT (0.6 M) WEST OF A HOG WIRE FENCE AND 1.6 FT
 DN9113'(0.5 M) WEST OF A CARSONITE WITNESS POST.
 DN9113'
 DN9113'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9113'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9146 ***********************************************************************
 DN9146  DESIGNATION -  23516 A
 DN9146  PID         -  DN9146
 DN9146  STATE/COUNTY-  FL/HERNANDO
 DN9146  COUNTRY     -  US
 DN9146  USGS QUAD   -  SAINT CATHERINE (2018)
 DN9146
 DN9146                         *CURRENT SURVEY CONTROL
 DN9146  ______________________________________________________________________
 DN9146* NAD 83(1986) POSITION- 28 35 39.4    (N) 082 14 26.5    (W)   HD_HELD2
 DN9146* NAVD 88 ORTHO HEIGHT -    20.953 (meters)       68.74  (feet) ADJUSTED
 DN9146  ______________________________________________________________________
 DN9146  GEOID HEIGHT    -        -26.842 (meters)                     GEOID18
 DN9146  DYNAMIC HEIGHT  -         20.923 (meters)       68.64  (feet) COMP
 DN9146  MODELED GRAVITY -    979,209.4   (mgal)                       NAVD 88
 DN9146
 DN9146  VERT ORDER      -  SECOND    CLASS I
 DN9146
 DN9146.The horizontal coordinates were established by autonomous hand held GPS
 DN9146.observations and have an estimated accuracy of +/- 10 meters.
 DN9146
 DN9146.The orthometric height was determined by differential leveling and
 DN9146.adjusted by the NATIONAL GEODETIC SURVEY
 DN9146.in July 2012.
 DN9146
 DN9146.No vertical observational check was made to the station.
 DN9146
 DN9146.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9146.GEOID18 height accuracy estimate available here.
 DN9146
 DN9146.Click photographs - Photos may exist for this station.
 DN9146
 DN9146.The dynamic height is computed by dividing the NAVD 88
 DN9146.geopotential number by the normal gravity value computed on the
 DN9146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9146.degrees latitude (g = 980.6199 gals.).
 DN9146
 DN9146.The modeled gravity was interpolated from observed gravity values.
 DN9146
 DN9146;                    North         East    Units  Estimated Accuracy
 DN9146;SPC FL W     -   472,089.      176,457.      MT  (+/- 10 meters HH2 GPS)
 DN9146
 DN9146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7868263665(NAD 83)
 DN9146
 DN9146                          SUPERSEDED SURVEY CONTROL
 DN9146
 DN9146.No superseded survey control is available for this station.
 DN9146
 DN9146_MARKER: DD = SURVEY DISK
 DN9146_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9146_STAMPING: 23516 A 2011
 DN9146_MARK LOGO: SWFWMD
 DN9146_PROJECTION: FLUSH
 DN9146_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9146_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9146+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2011
 DN9146_ROD/PIPE-DEPTH: 5.9 meters
 DN9146
 DN9146  HISTORY     - Date     Condition        Report By
 DN9146  HISTORY     - 20110202 MONUMENTED       FLDEP
 DN9146
 DN9146                          STATION DESCRIPTION
 DN9146
 DN9146'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9146'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTH-NORTHEAST OF SPRING LAKE, 7.2
 DN9146'MI (11.6 KM) SOUTH-SOUTHWEST OF WAHOO, 6.3 MI (10.1 KM) WEST OF SAINT
 DN9146'CATHERINE, IN SECTION 7, TOWNSHIP 22 SOUTH, RANGE 21 EAST.
 DN9146'
 DN9146'TO REACH THE MARK FROM THE SUMTER-HERNANDO COUNTY LINE AND
 DN9146'WITHLACOOCHEE RIVER BRIDGE IN NOBLETON, GO WEST ON COUNTY ROAD 476
 DN9146'(LAKE LINDSEY ROAD) FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF EDGEWATER
 DN9146'AVENUE (CROOM-NOBLETON ROAD) ON THE LEFT.  TURN LEFT ON EDGEWATER
 DN9146'AVENUE (CROOM-NOBLETON ROAD) AND GO SOUTH FOR 4.0 MI (6.4 KM) TO THE
 DN9146'INTERSECTION OF CROOM ROAD (COUNTY ROAD 480) ON THE RIGHT AND
 DN9146'CROOM-RITAL ROAD (COUNTY ROAD 480) ON THE LEFT.  TURN RIGHT ON CROOM
 DN9146'ROAD (COUNTY ROAD 480) AND GO WEST FOR 0.5 MI (0.8 KM) TO A WELL SITE
 DN9146'ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DN9146'REFUSAL AT A DEPTH OF 19.4 FT (5.9 M) WITH AN ALUMINUM DISK ATTACHED
 DN9146'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DN9146'ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF CROOM ROAD (COUNTY ROAD 480).
 DN9146'
 DN9146'LOCATED 76.0 FT (23.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF CROOM
 DN9146'ROAD (COUNTY ROAD 480), 39.7 FT (12.1 M) EAST-NORTHEAST OF SURVEY MARK
 DN9146'23516 B, 9.3 FT (2.8 M) NORTH OF THE SOUTHEAST CHAIN LINK FENCE CORNER
 DN9146'POST, 2.0 FT (0.6 M) EAST OF A CHAIN LINK FENCE AND 1.6 FT (0.5 M)
 DN9146'EAST OF A CARSONITE WITNESS POST.
 DN9146'
 DN9146'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9146'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9147 ***********************************************************************
 DN9147  DESIGNATION -  23516 B
 DN9147  PID         -  DN9147
 DN9147  STATE/COUNTY-  FL/HERNANDO
 DN9147  COUNTRY     -  US
 DN9147  USGS QUAD   -  SAINT CATHERINE (2018)
 DN9147
 DN9147                         *CURRENT SURVEY CONTROL
 DN9147  ______________________________________________________________________
 DN9147* NAD 83(1986) POSITION- 28 35 39.6    (N) 082 14 26.6    (W)   HD_HELD2
 DN9147* NAVD 88 ORTHO HEIGHT -    20.864 (meters)       68.45  (feet) ADJUSTED
 DN9147  ______________________________________________________________________
 DN9147  GEOID HEIGHT    -        -26.842 (meters)                     GEOID18
 DN9147  DYNAMIC HEIGHT  -         20.834 (meters)       68.35  (feet) COMP
 DN9147  MODELED GRAVITY -    979,209.4   (mgal)                       NAVD 88
 DN9147
 DN9147  VERT ORDER      -  SECOND    CLASS I
 DN9147
 DN9147.The horizontal coordinates were established by autonomous hand held GPS
 DN9147.observations and have an estimated accuracy of +/- 10 meters.
 DN9147
 DN9147.The orthometric height was determined by differential leveling and
 DN9147.adjusted by the NATIONAL GEODETIC SURVEY
 DN9147.in July 2012.
 DN9147
 DN9147.No vertical observational check was made to the station.
 DN9147
 DN9147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9147.GEOID18 height accuracy estimate available here.
 DN9147
 DN9147.Click photographs - Photos may exist for this station.
 DN9147
 DN9147.The dynamic height is computed by dividing the NAVD 88
 DN9147.geopotential number by the normal gravity value computed on the
 DN9147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9147.degrees latitude (g = 980.6199 gals.).
 DN9147
 DN9147.The modeled gravity was interpolated from observed gravity values.
 DN9147
 DN9147;                    North         East    Units  Estimated Accuracy
 DN9147;SPC FL W     -   472,095.      176,455.      MT  (+/- 10 meters HH2 GPS)
 DN9147
 DN9147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7867963671(NAD 83)
 DN9147
 DN9147                          SUPERSEDED SURVEY CONTROL
 DN9147
 DN9147.No superseded survey control is available for this station.
 DN9147
 DN9147_MARKER: DD = SURVEY DISK
 DN9147_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9147_STAMPING: 23516 B 2011
 DN9147_MARK LOGO: SWFWMD
 DN9147_PROJECTION: FLUSH
 DN9147_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9147+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2011
 DN9147_ROD/PIPE-DEPTH: 7.4 meters
 DN9147
 DN9147  HISTORY     - Date     Condition        Report By
 DN9147  HISTORY     - 20110202 MONUMENTED       FLDEP
 DN9147
 DN9147                          STATION DESCRIPTION
 DN9147
 DN9147'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9147'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTH-NORTHEAST OF SPRING LAKE, 7.2
 DN9147'MI (11.6 KM) SOUTH-SOUTHWEST OF WAHOO, 6.3 MI (10.1 KM) WEST OF SAINT
 DN9147'CATHERINE, IN SECTION 7, TOWNSHIP 22 SOUTH, RANGE 21 EAST.
 DN9147'
 DN9147'TO REACH THE MARK FROM THE SUMTER-HERNANDO COUNTY LINE AND
 DN9147'WITHLACOOCHEE RIVER BRIDGE IN NOBLETON, GO WEST ON COUNTY ROAD 476
 DN9147'(LAKE LINDSEY ROAD) FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF EDGEWATER
 DN9147'AVENUE (CROOM-NOBLETON ROAD) ON THE LEFT.  TURN LEFT ON EDGEWATER
 DN9147'AVENUE (CROOM-NOBLETON ROAD) AND GO SOUTH FOR 4.0 MI (6.4 KM) TO THE
 DN9147'INTERSECTION OF CROOM ROAD (COUNTY ROAD 480) ON THE RIGHT AND
 DN9147'CROOM-RITAL ROAD (COUNTY ROAD 480) ON THE LEFT.  TURN RIGHT ON CROOM
 DN9147'ROAD (COUNTY ROAD 480) AND GO WEST FOR 0.5 MI (0.8 KM) TO A WELL SITE
 DN9147'ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DN9147'REFUSAL AT A DEPTH OF 24.3 FT (7.4 M) WITH AN ALUMINUM DISK ATTACHED
 DN9147'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DN9147'ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF CROOM ROAD (COUNTY ROAD 480).
 DN9147'
 DN9147'LOCATED 67.1 FT (20.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF CROOM
 DN9147'ROAD (COUNTY ROAD 480), 39.7 FT (12.1 M) WEST-SOUTHWEST OF SURVEY MARK
 DN9147'23516 A, 27.2 FT (8.3 M) WEST OF THE APPROXIMATE CENTER OF A CHAIN
 DN9147'LINK FENCE GATE, 17.8 FT (5.4 M) WEST OF A CHAIN LINK FENCE, 9.0 FT
 DN9147'(2.7 M) NORTH OF A 16-INCH (41 CM) DIAMETER PINE TREE AND 7.8 FT (2.4
 DN9147'M) NORTH OF A CARSONITE WITNESS POST.
 DN9147'
 DN9147'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9147'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9152 ***********************************************************************
 DN9152  DESIGNATION -  23522 A
 DN9152  PID         -  DN9152
 DN9152  STATE/COUNTY-  FL/HERNANDO
 DN9152  COUNTRY     -  US
 DN9152  USGS QUAD   -  SAINT CATHERINE (2018)
 DN9152
 DN9152                         *CURRENT SURVEY CONTROL
 DN9152  ______________________________________________________________________
 DN9152* NAD 83(1986) POSITION- 28 36 05.8    (N) 082 14 13.0    (W)   HD_HELD2
 DN9152* NAVD 88 ORTHO HEIGHT -    21.792 (meters)       71.50  (feet) ADJUSTED
 DN9152  ______________________________________________________________________
 DN9152  GEOID HEIGHT    -        -26.857 (meters)                     GEOID18
 DN9152  DYNAMIC HEIGHT  -         21.760 (meters)       71.39  (feet) COMP
 DN9152  MODELED GRAVITY -    979,210.3   (mgal)                       NAVD 88
 DN9152
 DN9152  VERT ORDER      -  SECOND    CLASS I
 DN9152
 DN9152.The horizontal coordinates were established by autonomous hand held GPS
 DN9152.observations and have an estimated accuracy of +/- 10 meters.
 DN9152
 DN9152.The orthometric height was determined by differential leveling and
 DN9152.adjusted by the NATIONAL GEODETIC SURVEY
 DN9152.in July 2012.
 DN9152
 DN9152.No vertical observational check was made to the station.
 DN9152
 DN9152.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9152.GEOID18 height accuracy estimate available here.
 DN9152
 DN9152.Click photographs - Photos may exist for this station.
 DN9152
 DN9152.The dynamic height is computed by dividing the NAVD 88
 DN9152.geopotential number by the normal gravity value computed on the
 DN9152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9152.degrees latitude (g = 980.6199 gals.).
 DN9152
 DN9152.The modeled gravity was interpolated from observed gravity values.
 DN9152
 DN9152;                    North         East    Units  Estimated Accuracy
 DN9152;SPC FL W     -   472,901.      176,826.      MT  (+/- 10 meters HH2 GPS)
 DN9152
 DN9152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7905764473(NAD 83)
 DN9152
 DN9152                          SUPERSEDED SURVEY CONTROL
 DN9152
 DN9152.No superseded survey control is available for this station.
 DN9152
 DN9152_MARKER: DD = SURVEY DISK
 DN9152_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9152_STAMPING: 23522 A 2011
 DN9152_MARK LOGO: SWFWMD
 DN9152_PROJECTION: FLUSH
 DN9152_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9152+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2015
 DN9152_ROD/PIPE-DEPTH: 5.4 meters
 DN9152
 DN9152  HISTORY     - Date     Condition        Report By
 DN9152  HISTORY     - 20110202 MONUMENTED       FLDEP
 DN9152  HISTORY     - 20151010 GOOD             FLDEP
 DN9152
 DN9152                          STATION DESCRIPTION
 DN9152
 DN9152'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9152'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTH-NORTHEAST OF SPRING LAKE, 6.6
 DN9152'MI (10.6 KM) SOUTH-SOUTHWEST OF WAHOO, 6.0 MI (9.7 KM) WEST OF SAINT
 DN9152'CATHERINE, IN SECTION 6, TOWNSHIP 22 SOUTH, RANGE 21 EAST.
 DN9152'
 DN9152'TO REACH THE MARK FROM THE SUMTER-HERNANDO COUNTY LINE AND
 DN9152'WITHLACOOCHEE RIVER BRIDGE IN NOBLETON, GO WEST ON COUNTY ROAD 476
 DN9152'(LAKE LINDSEY ROAD) FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF EDGEWATER
 DN9152'AVENUE (CROOM-NOBLETON ROAD) ON THE LEFT.  TURN LEFT ON EDGEWATER
 DN9152'AVENUE (CROOM-NOBLETON ROAD) AND GO SOUTH FOR 3.6 MI (5.8 KM) TO A
 DN9152'WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DN9152'DRIVEN TO REFUSAL AT A DEPTH OF 17.6 FT (5.4 M) WITH AN ALUMINUM DISK
 DN9152'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DN9152'GROUND AND ABOUT 5.0 FT (1.5 M) ABOVE THE LEVEL OF CROOM-NOBLETON
 DN9152'ROAD.
 DN9152'
 DN9152'LOCATED 129.2 FT (39.4 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DN9152'CROOM-NOBLETON ROAD, 25.5 FT (7.8 M) EAST-SOUTHEAST OF SURVEY MARK
 DN9152'23522 B, 9.5 FT (2.9 M) SOUTH OF THE NORTHEAST CHAIN LINK FENCE CORNER
 DN9152'POST, 1.9 FT (0.6 M) EAST OF A CHAIN LINK FENCE AND 1.6 FT (0.5 M)
 DN9152'EAST OF A CARSONITE WITNESS POST.
 DN9152'
 DN9152'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9152'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN9152
 DN9152                          STATION RECOVERY (2015)
 DN9152
 DN9152'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DN9152'RECOVERED AS DESCRIBED.
 DN9152'
 DN9152'NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9153 ***********************************************************************
 DN9153  DESIGNATION -  23522 B
 DN9153  PID         -  DN9153
 DN9153  STATE/COUNTY-  FL/HERNANDO
 DN9153  COUNTRY     -  US
 DN9153  USGS QUAD   -  SAINT CATHERINE (2018)
 DN9153
 DN9153                         *CURRENT SURVEY CONTROL
 DN9153  ______________________________________________________________________
 DN9153* NAD 83(1986) POSITION- 28 36 06.0    (N) 082 14 13.4    (W)   HD_HELD2
 DN9153* NAVD 88 ORTHO HEIGHT -    21.958 (meters)       72.04  (feet) ADJUSTED
 DN9153  ______________________________________________________________________
 DN9153  GEOID HEIGHT    -        -26.857 (meters)                     GEOID18
 DN9153  DYNAMIC HEIGHT  -         21.926 (meters)       71.94  (feet) COMP
 DN9153  MODELED GRAVITY -    979,210.3   (mgal)                       NAVD 88
 DN9153
 DN9153  VERT ORDER      -  SECOND    CLASS I
 DN9153
 DN9153.The horizontal coordinates were established by autonomous hand held GPS
 DN9153.observations and have an estimated accuracy of +/- 10 meters.
 DN9153
 DN9153.The orthometric height was determined by differential leveling and
 DN9153.adjusted by the NATIONAL GEODETIC SURVEY
 DN9153.in July 2012.
 DN9153
 DN9153.No vertical observational check was made to the station.
 DN9153
 DN9153.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9153.GEOID18 height accuracy estimate available here.
 DN9153
 DN9153.Click photographs - Photos may exist for this station.
 DN9153
 DN9153.The dynamic height is computed by dividing the NAVD 88
 DN9153.geopotential number by the normal gravity value computed on the
 DN9153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9153.degrees latitude (g = 980.6199 gals.).
 DN9153
 DN9153.The modeled gravity was interpolated from observed gravity values.
 DN9153
 DN9153;                    North         East    Units  Estimated Accuracy
 DN9153;SPC FL W     -   472,907.      176,815.      MT  (+/- 10 meters HH2 GPS)
 DN9153
 DN9153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7904664480(NAD 83)
 DN9153
 DN9153                          SUPERSEDED SURVEY CONTROL
 DN9153
 DN9153.No superseded survey control is available for this station.
 DN9153
 DN9153_MARKER: DD = SURVEY DISK
 DN9153_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9153_STAMPING: 23522 B 2011
 DN9153_MARK LOGO: SWFWMD
 DN9153_PROJECTION: FLUSH
 DN9153_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9153_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9153+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2011
 DN9153_ROD/PIPE-DEPTH: 4.7 meters
 DN9153
 DN9153  HISTORY     - Date     Condition        Report By
 DN9153  HISTORY     - 20110202 MONUMENTED       FLDEP
 DN9153
 DN9153                          STATION DESCRIPTION
 DN9153
 DN9153'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9153'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTH-NORTHEAST OF SPRING LAKE, 6.6
 DN9153'MI (10.6 KM) SOUTH-SOUTHWEST OF WAHOO, 6.0 MI (9.7 KM) WEST OF SAINT
 DN9153'CATHERINE, IN SECTION 6, TOWNSHIP 22 SOUTH, RANGE 21 EAST.
 DN9153'
 DN9153'TO REACH THE MARK FROM THE SUMTER-HERNANDO COUNTY LINE AND
 DN9153'WITHLACOOCHEE RIVER BRIDGE IN NOBLETON, GO WEST ON COUNTY ROAD 476
 DN9153'(LAKE LINDSEY ROAD) FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF EDGEWATER
 DN9153'AVENUE (CROOM-NOBLETON ROAD) ON THE LEFT.  TURN LEFT ON EDGEWATER
 DN9153'AVENUE (CROOM-NOBLETON ROAD) AND GO SOUTH FOR 3.6 MI (5.8 KM) TO A
 DN9153'WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DN9153'DRIVEN TO REFUSAL AT A DEPTH OF 15.4 FT (4.7 M) WITH AN ALUMINUM DISK
 DN9153'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DN9153'GROUND AND ABOUT 5.0 FT (1.5 M) ABOVE THE LEVEL OF CROOM-NOBLETON
 DN9153'ROAD.
 DN9153'
 DN9153'LOCATED 151.4 FT (46.1 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DN9153'OF CROOM-NOBLETON ROAD, 25.5 FT (7.8 M) WEST-NORTHWEST OF SURVEY MARK
 DN9153'23522 A, 8.3 FT (2.5 M) NORTH OF THE SOUTHWEST CHAIN LINK FENCE CORNER
 DN9153'POST, 1.8 FT (0.5 M) WEST OF A CHAIN LINK FENCE AND 1.4 FT (0.4 M)
 DN9153'WEST OF A CARSONITE WITNESS POST.
 DN9153'
 DN9153'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9153'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9148 ***********************************************************************
 DN9148  DESIGNATION -  23534 A
 DN9148  PID         -  DN9148
 DN9148  STATE/COUNTY-  FL/HERNANDO
 DN9148  COUNTRY     -  US
 DN9148  USGS QUAD   -  BROOKSVILLE SE (2018)
 DN9148
 DN9148                         *CURRENT SURVEY CONTROL
 DN9148  ______________________________________________________________________
 DN9148* NAD 83(1986) POSITION- 28 35 37.7    (N) 082 15 24.4    (W)   HD_HELD2
 DN9148* NAVD 88 ORTHO HEIGHT -    28.078 (meters)       92.12  (feet) ADJUSTED
 DN9148  ______________________________________________________________________
 DN9148  GEOID HEIGHT    -        -26.838 (meters)                     GEOID18
 DN9148  DYNAMIC HEIGHT  -         28.038 (meters)       91.99  (feet) COMP
 DN9148  MODELED GRAVITY -    979,207.9   (mgal)                       NAVD 88
 DN9148
 DN9148  VERT ORDER      -  SECOND    CLASS I
 DN9148
 DN9148.The horizontal coordinates were established by autonomous hand held GPS
 DN9148.observations and have an estimated accuracy of +/- 10 meters.
 DN9148
 DN9148.The orthometric height was determined by differential leveling and
 DN9148.adjusted by the NATIONAL GEODETIC SURVEY
 DN9148.in July 2012.
 DN9148
 DN9148.No vertical observational check was made to the station.
 DN9148
 DN9148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9148.GEOID18 height accuracy estimate available here.
 DN9148
 DN9148.Click photographs - Photos may exist for this station.
 DN9148
 DN9148.The dynamic height is computed by dividing the NAVD 88
 DN9148.geopotential number by the normal gravity value computed on the
 DN9148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9148.degrees latitude (g = 980.6199 gals.).
 DN9148
 DN9148.The modeled gravity was interpolated from observed gravity values.
 DN9148
 DN9148;                    North         East    Units  Estimated Accuracy
 DN9148;SPC FL W     -   472,040.      174,884.      MT  (+/- 10 meters HH2 GPS)
 DN9148
 DN9148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7710963629(NAD 83)
 DN9148
 DN9148                          SUPERSEDED SURVEY CONTROL
 DN9148
 DN9148.No superseded survey control is available for this station.
 DN9148
 DN9148_MARKER: DD = SURVEY DISK
 DN9148_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9148_STAMPING: 23534 A 2011
 DN9148_MARK LOGO: SWFWMD
 DN9148_PROJECTION: FLUSH
 DN9148_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9148+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2015
 DN9148_ROD/PIPE-DEPTH: 9.0 meters
 DN9148
 DN9148  HISTORY     - Date     Condition        Report By
 DN9148  HISTORY     - 20110202 MONUMENTED       FLDEP
 DN9148  HISTORY     - 20151010 GOOD             FLDEP
 DN9148
 DN9148                          STATION DESCRIPTION
 DN9148
 DN9148'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9148'THE MARK IS ABOUT 7.6 MI (12.2 KM) SOUTH-SOUTHWEST OF WAHOO, 7.5 MI
 DN9148'(12.1 KM) NORTH-NORTHEAST OF SPRING LAKE, 7.3 MI (11.7 KM) WEST OF
 DN9148'SAINT CATHERINE, IN SECTION 12, TOWNSHIP 22 SOUTH, RANGE 20 EAST.
 DN9148'
 DN9148'TO REACH THE MARK FROM THE SUMTER-HERNANDO COUNTY LINE AND
 DN9148'WITHLACOOCHEE RIVER BRIDGE IN NOBLETON, GO WEST ON COUNTY ROAD 476
 DN9148'(LAKE LINDSEY ROAD) FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF EDGEWATER
 DN9148'AVENUE (CROOM-NOBLETON ROAD) ON THE LEFT.  TURN LEFT ON EDGEWATER
 DN9148'AVENUE (CROOM-NOBLETON ROAD) AND GO SOUTH FOR 4.0 MI (6.4 KM) TO THE
 DN9148'INTERSECTION OF CROOM ROAD (COUNTY ROAD 480) ON THE RIGHT AND
 DN9148'CROOM-RITAL ROAD (COUNTY ROAD 480) ON THE LEFT.  TURN RIGHT ON CROOM
 DN9148'ROAD (COUNTY ROAD 480) AND GO WEST FOR 1.5 MI (2.4 KM) TO A WELL SITE
 DN9148'ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DN9148'REFUSAL AT A DEPTH OF 29.4 FT (9.0 M) WITH AN ALUMINUM DISK ATTACHED
 DN9148'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DN9148'LEVEL WITH CROOM ROAD (COUNTY ROAD 480).
 DN9148'
 DN9148'LOCATED 90.2 FT (27.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF CROOM
 DN9148'ROAD (COUNTY ROAD 480), 38.2 FT (11.6 M) EAST OF SURVEY MARK 23534 B,
 DN9148'29.3 FT (8.9 M) EAST OF WELL HEAD NUMBER 23534, 9.3 FT (2.8 M) EAST OF
 DN9148'THE APPROXIMATE CENTERLINE OF A GRASS ROAD AND 1.9 FT (0.6 M) WEST OF
 DN9148'A CARSONITE WITNESS POST.
 DN9148'
 DN9148'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9148'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN9148
 DN9148                          STATION RECOVERY (2015)
 DN9148
 DN9148'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DN9148'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9149 ***********************************************************************
 DN9149  DESIGNATION -  23534 B
 DN9149  PID         -  DN9149
 DN9149  STATE/COUNTY-  FL/HERNANDO
 DN9149  COUNTRY     -  US
 DN9149  USGS QUAD   -  BROOKSVILLE SE (2018)
 DN9149
 DN9149                         *CURRENT SURVEY CONTROL
 DN9149  ______________________________________________________________________
 DN9149* NAD 83(1986) POSITION- 28 35 37.3    (N) 082 15 25.4    (W)   HD_HELD2
 DN9149* NAVD 88 ORTHO HEIGHT -    28.167 (meters)       92.41  (feet) ADJUSTED
 DN9149  ______________________________________________________________________
 DN9149  GEOID HEIGHT    -        -26.838 (meters)                     GEOID18
 DN9149  DYNAMIC HEIGHT  -         28.126 (meters)       92.28  (feet) COMP
 DN9149  MODELED GRAVITY -    979,207.9   (mgal)                       NAVD 88
 DN9149
 DN9149  VERT ORDER      -  SECOND    CLASS I
 DN9149
 DN9149.The horizontal coordinates were established by autonomous hand held GPS
 DN9149.observations and have an estimated accuracy of +/- 10 meters.
 DN9149
 DN9149.The orthometric height was determined by differential leveling and
 DN9149.adjusted by the NATIONAL GEODETIC SURVEY
 DN9149.in July 2012.
 DN9149
 DN9149.No vertical observational check was made to the station.
 DN9149
 DN9149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9149.GEOID18 height accuracy estimate available here.
 DN9149
 DN9149.Click photographs - Photos may exist for this station.
 DN9149
 DN9149.The dynamic height is computed by dividing the NAVD 88
 DN9149.geopotential number by the normal gravity value computed on the
 DN9149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9149.degrees latitude (g = 980.6199 gals.).
 DN9149
 DN9149.The modeled gravity was interpolated from observed gravity values.
 DN9149
 DN9149;                    North         East    Units  Estimated Accuracy
 DN9149;SPC FL W     -   472,028.      174,857.      MT  (+/- 10 meters HH2 GPS)
 DN9149
 DN9149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7708163617(NAD 83)
 DN9149
 DN9149                          SUPERSEDED SURVEY CONTROL
 DN9149
 DN9149.No superseded survey control is available for this station.
 DN9149
 DN9149_MARKER: DD = SURVEY DISK
 DN9149_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9149_STAMPING: 23534 B 2011
 DN9149_MARK LOGO: SWFWMD
 DN9149_PROJECTION: FLUSH
 DN9149_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9149_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9149+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2011
 DN9149_ROD/PIPE-DEPTH: 10.8 meters
 DN9149
 DN9149  HISTORY     - Date     Condition        Report By
 DN9149  HISTORY     - 20110202 MONUMENTED       FLDEP
 DN9149
 DN9149                          STATION DESCRIPTION
 DN9149
 DN9149'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9149'THE MARK IS ABOUT 7.6 MI (12.2 KM) SOUTH-SOUTHWEST OF WAHOO, 7.5 MI
 DN9149'(12.1 KM) NORTH-NORTHEAST OF SPRING LAKE, 7.3 MI (11.7 KM) WEST OF
 DN9149'SAINT CATHERINE, IN SECTION 12, TOWNSHIP 22 SOUTH, RANGE 20 EAST.
 DN9149'
 DN9149'TO REACH THE MARK FROM THE SUMTER-HERNANDO COUNTY LINE AND
 DN9149'WITHLACOOCHEE RIVER BRIDGE IN NOBLETON, GO WEST ON COUNTY ROAD 476
 DN9149'(LAKE LINDSEY ROAD) FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF EDGEWATER
 DN9149'AVENUE (CROOM-NOBLETON ROAD) ON THE LEFT.  TURN LEFT ON EDGEWATER
 DN9149'AVENUE (CROOM-NOBLETON ROAD) AND GO SOUTH FOR 4.0 MI (6.4 KM) TO THE
 DN9149'INTERSECTION OF CROOM ROAD (COUNTY ROAD 480) ON THE RIGHT AND
 DN9149'CROOM-RITAL ROAD (COUNTY ROAD 480) ON THE LEFT.  TURN RIGHT ON CROOM
 DN9149'ROAD (COUNTY ROAD 480) AND GO WEST FOR 1.5 MI (2.4 KM) TO A WELL SITE
 DN9149'ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DN9149'REFUSAL AT A DEPTH OF 35.3 FT (10.8 M) WITH AN ALUMINUM DISK ATTACHED
 DN9149'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DN9149'LEVEL WITH CROOM ROAD (COUNTY ROAD 480).
 DN9149'
 DN9149'LOCATED 96.5 FT (29.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF CROOM
 DN9149'ROAD (COUNTY ROAD 480), 38.2 FT (11.6 M) WEST OF SURVEY MARK 23534 A,
 DN9149'30.3 FT (9.2 M) WEST OF THE APPROXIMATE CENTERLINE OF A GRASS ROAD,
 DN9149'8.9 FT (2.7 M) WEST OF WELL HEAD NUMBER 23534 AND 2.0 FT (0.6 M) NORTH
 DN9149'OF A CARSONITE WITNESS POST.
 DN9149'
 DN9149'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9149'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8455 ***********************************************************************
 DN8455  DESIGNATION -  23543 A
 DN8455  PID         -  DN8455
 DN8455  STATE/COUNTY-  FL/HERNANDO
 DN8455  COUNTRY     -  US
 DN8455  USGS QUAD   -  WEBSTER (2018)
 DN8455
 DN8455                         *CURRENT SURVEY CONTROL
 DN8455  ______________________________________________________________________
 DN8455* NAD 83(1986) POSITION- 28 30 00.8    (N) 082 06 47.3    (W)   HD_HELD2
 DN8455* NAVD 88 ORTHO HEIGHT -    22.920 (meters)       75.20  (feet) ADJUSTED
 DN8455  ______________________________________________________________________
 DN8455  GEOID HEIGHT    -        -26.738 (meters)                     GEOID18
 DN8455  DYNAMIC HEIGHT  -         22.887 (meters)       75.09  (feet) COMP
 DN8455  MODELED GRAVITY -    979,206.1   (mgal)                       NAVD 88
 DN8455
 DN8455  VERT ORDER      -  FIRST     CLASS II
 DN8455
 DN8455.The horizontal coordinates were established by autonomous hand held GPS
 DN8455.observations and have an estimated accuracy of +/- 10 meters.
 DN8455
 DN8455.The orthometric height was determined by differential leveling and
 DN8455.adjusted by the NATIONAL GEODETIC SURVEY
 DN8455.in June 2012.
 DN8455
 DN8455.No vertical observational check was made to the station.
 DN8455
 DN8455.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8455.GEOID18 height accuracy estimate available here.
 DN8455
 DN8455.Click photographs - Photos may exist for this station.
 DN8455
 DN8455.The dynamic height is computed by dividing the NAVD 88
 DN8455.geopotential number by the normal gravity value computed on the
 DN8455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8455.degrees latitude (g = 980.6199 gals.).
 DN8455
 DN8455.The modeled gravity was interpolated from observed gravity values.
 DN8455
 DN8455;                    North         East    Units  Estimated Accuracy
 DN8455;SPC FL W     -   461,647.      188,924.      MT  (+/- 10 meters HH2 GPS)
 DN8455
 DN8455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9105953121(NAD 83)
 DN8455
 DN8455                          SUPERSEDED SURVEY CONTROL
 DN8455
 DN8455.No superseded survey control is available for this station.
 DN8455
 DN8455_MARKER: DD = SURVEY DISK
 DN8455_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8455_STAMPING: 23543 A 2011
 DN8455_MARK LOGO: SWFWMD
 DN8455_PROJECTION: RECESSED 8 CENTIMETERS
 DN8455_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8455_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8455+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2011
 DN8455_ROD/PIPE-DEPTH: 3.1 meters
 DN8455
 DN8455  HISTORY     - Date     Condition        Report By
 DN8455  HISTORY     - 20110426 MONUMENTED       FLDEP
 DN8455
 DN8455                          STATION DESCRIPTION
 DN8455
 DN8455'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8455'THE MARK IS ABOUT 7.7 MI (12.4 KM) SOUTH-SOUTHEAST OF SAINT CATHERINE,
 DN8455'4.3 MI (6.9 KM) EAST-NORTHEAST OF LACOOCHEE, 3.4 MI (5.5 KM) NORTHWEST
 DN8455'OF CLAY SINK, IN SECTION 9, RANGE 22 EAST, TOWNSHIP 23 SOUTH.
 DN8455'
 DN8455'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DN8455'ROAD 50 IN RIDGE MANOR, GO EAST ON STATE ROAD 50 FOR 2.95 MI (4.7 KM)
 DN8455'TO THE INTERSECTION OF PORTER GAP ROAD.  TURN RIGHT ON PORTER GAP ROAD
 DN8455'AND GO SOUTHEASTERLY FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF CLAY SINK
 DN8455'ROAD WEST ON THE RIGHT.  CONTINUE SOUTHEASTERLY ON RICHLOAM CLAYSINK
 DN8455'ROAD FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DRIVEWAY ENTRANCE FOR
 DN8455'THE DIVISION OF FORESTRY ON THE RIGHT.  TURN RIGHT ON THE DRIVEWAY AND
 DN8455'GO WESTERLY FOR ABOUT 100.0 FT (30.5 M) AND CONTINUE WESTERLY THROUGH
 DN8455'A GRASS YARD FOR ABOUT 145.3 FT (44.3 M) TO THE MARK ON THE RIGHT, AN
 DN8455'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 10.2 FT (3.1 M) WITH AN
 DN8455'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE,
 DN8455'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND.
 DN8455'
 DN8455'LOCATED 245.3 FT (74.8 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DN8455'RICHLOAM CLAYSINK ROAD, 185.2 FT (56.4 M) SOUTH-SOUTHEAST OF THE
 DN8455'SOUTHEAST CORNERSTONE FOR THE FIRE TOWER, 88.0 FT (26.8 M)
 DN8455'EAST-SOUTHEAST OF SURVEY MARK 23543 A, 1.0 FT (0.3 M) NORTH-NORTHEAST
 DN8455'OF A SHEEP WIRE FENCE AND 0.8 FT (24 CM) NORTH-NORTHEAST OF A
 DN8455'CARSONITE WITNESS POST.
 DN8455'
 DN8455'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8454 ***********************************************************************
 DN8454  DESIGNATION -  23543 B
 DN8454  PID         -  DN8454
 DN8454  STATE/COUNTY-  FL/HERNANDO
 DN8454  COUNTRY     -  US
 DN8454  USGS QUAD   -  WEBSTER (2018)
 DN8454
 DN8454                         *CURRENT SURVEY CONTROL
 DN8454  ______________________________________________________________________
 DN8454* NAD 83(1986) POSITION- 28 30 00.9    (N) 082 06 48.1    (W)   HD_HELD2
 DN8454* NAVD 88 ORTHO HEIGHT -    22.474 (meters)       73.73  (feet) ADJUSTED
 DN8454  ______________________________________________________________________
 DN8454  GEOID HEIGHT    -        -26.738 (meters)                     GEOID18
 DN8454  DYNAMIC HEIGHT  -         22.442 (meters)       73.63  (feet) COMP
 DN8454  MODELED GRAVITY -    979,206.1   (mgal)                       NAVD 88
 DN8454
 DN8454  VERT ORDER      -  FIRST     CLASS II
 DN8454
 DN8454.The horizontal coordinates were established by autonomous hand held GPS
 DN8454.observations and have an estimated accuracy of +/- 10 meters.
 DN8454
 DN8454.The orthometric height was determined by differential leveling and
 DN8454.adjusted by the NATIONAL GEODETIC SURVEY
 DN8454.in June 2012.
 DN8454
 DN8454.No vertical observational check was made to the station.
 DN8454
 DN8454.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8454.GEOID18 height accuracy estimate available here.
 DN8454
 DN8454.Click photographs - Photos may exist for this station.
 DN8454
 DN8454.The dynamic height is computed by dividing the NAVD 88
 DN8454.geopotential number by the normal gravity value computed on the
 DN8454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8454.degrees latitude (g = 980.6199 gals.).
 DN8454
 DN8454.The modeled gravity was interpolated from observed gravity values.
 DN8454
 DN8454;                    North         East    Units  Estimated Accuracy
 DN8454;SPC FL W     -   461,650.      188,902.      MT  (+/- 10 meters HH2 GPS)
 DN8454
 DN8454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9103753124(NAD 83)
 DN8454
 DN8454                          SUPERSEDED SURVEY CONTROL
 DN8454
 DN8454.No superseded survey control is available for this station.
 DN8454
 DN8454_MARKER: DD = SURVEY DISK
 DN8454_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8454_STAMPING: 23543 B 2011
 DN8454_MARK LOGO: SWFWMD
 DN8454_PROJECTION: RECESSED 8 CENTIMETERS
 DN8454_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8454_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8454+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2019
 DN8454_ROD/PIPE-DEPTH: 7.8 meters
 DN8454
 DN8454  HISTORY     - Date     Condition        Report By
 DN8454  HISTORY     - 20110426 MONUMENTED       FLDEP
 DN8454  HISTORY     - 20190227 GOOD             SWFWMD
 DN8454
 DN8454                          STATION DESCRIPTION
 DN8454
 DN8454'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8454'THE MARK IS ABOUT 7.7 MI (12.4 KM) SOUTH-SOUTHEAST OF SAINT CATHERINE,
 DN8454'4.3 MI (6.9 KM) EAST-NORTHEAST OF LACOOCHEE, 3.4 MI (5.5 KM) NORTHWEST
 DN8454'OF CLAY SINK, IN SECTION 9, RANGE 22 EAST, TOWNSHIP 23 SOUTH.
 DN8454'
 DN8454'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DN8454'ROAD 50 IN RIDGE MANOR, GO EAST ON STATE ROAD 50 FOR 2.95 MI (4.7 KM)
 DN8454'TO THE INTERSECTION OF PORTER GAP ROAD.  TURN RIGHT ON PORTER GAP ROAD
 DN8454'AND GO SOUTHEASTERLY FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF CLAY SINK
 DN8454'ROAD WEST ON THE RIGHT.  CONTINUE SOUTHEASTERLY ON RICHLOAM CLAYSINK
 DN8454'ROAD FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DRIVEWAY ENTRANCE FOR
 DN8454'THE DIVISION OF FORESTRY ON THE RIGHT.  TURN RIGHT ON THE DRIVEWAY AND
 DN8454'GO WESTERLY FOR ABOUT 100.0 FT (30.5 M) AND CONTINUE WESTERLY THROUGH
 DN8454'A GRASS YARD FOR ABOUT 233.0 FT (71.0 M) TO THE MARK ON THE RIGHT, AN
 DN8454'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 25.7 FT (7.8 M) WITH AN
 DN8454'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE,
 DN8454'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND.
 DN8454'
 DN8454'LOCATED 333.2 FT (101.6 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DN8454'RICHLOAM CLAYSINK ROAD, 178.4 FT (54.4 M) SOUTH-SOUTHWEST OF THE
 DN8454'SOUTHWEST CORNERSTONE FOR THE FIRE TOWER, 88.0 FT (26.8 M)
 DN8454'WEST-NORTHWEST OF SURVEY MARK 23543 A, 1.0 FT (0.3 M) NORTH-NORTHEAST
 DN8454'OF A SHEEP WIRE FENCE AND 0.8 FT (24 CM) NORTH-NORTHEAST OF A
 DN8454'CARSONITE WITNESS POST.
 DN8454'
 DN8454'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
 DN8454
 DN8454                          STATION RECOVERY (2019)
 DN8454
 DN8454'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (CT)
 DN8454'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8449 ***********************************************************************
 DN8449  DESIGNATION -  23558 A
 DN8449  PID         -  DN8449
 DN8449  STATE/COUNTY-  FL/HERNANDO
 DN8449  COUNTRY     -  US
 DN8449  USGS QUAD   -  SAINT CATHERINE (2018)
 DN8449
 DN8449                         *CURRENT SURVEY CONTROL
 DN8449  ______________________________________________________________________
 DN8449* NAD 83(1986) POSITION- 28 30 36.7    (N) 082 10 54.3    (W)   HD_HELD2
 DN8449* NAVD 88 ORTHO HEIGHT -    25.568 (meters)       83.88  (feet) ADJUSTED
 DN8449  ______________________________________________________________________
 DN8449  GEOID HEIGHT    -        -26.716 (meters)                     GEOID18
 DN8449  DYNAMIC HEIGHT  -         25.531 (meters)       83.76  (feet) COMP
 DN8449  MODELED GRAVITY -    979,205.3   (mgal)                       NAVD 88
 DN8449
 DN8449  VERT ORDER      -  FIRST     CLASS II
 DN8449
 DN8449.The horizontal coordinates were established by autonomous hand held GPS
 DN8449.observations and have an estimated accuracy of +/- 10 meters.
 DN8449
 DN8449.The orthometric height was determined by differential leveling and
 DN8449.adjusted by the NATIONAL GEODETIC SURVEY
 DN8449.in June 2012.
 DN8449
 DN8449.No vertical observational check was made to the station.
 DN8449
 DN8449.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8449.GEOID18 height accuracy estimate available here.
 DN8449
 DN8449.Click photographs - Photos may exist for this station.
 DN8449
 DN8449.The dynamic height is computed by dividing the NAVD 88
 DN8449.geopotential number by the normal gravity value computed on the
 DN8449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8449.degrees latitude (g = 980.6199 gals.).
 DN8449
 DN8449.The modeled gravity was interpolated from observed gravity values.
 DN8449
 DN8449;                    North         East    Units  Estimated Accuracy
 DN8449;SPC FL W     -   462,761.      182,209.      MT  (+/- 10 meters HH2 GPS)
 DN8449
 DN8449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8435454290(NAD 83)
 DN8449
 DN8449                          SUPERSEDED SURVEY CONTROL
 DN8449
 DN8449.No superseded survey control is available for this station.
 DN8449
 DN8449_MARKER: DD = SURVEY DISK
 DN8449_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8449_STAMPING: 23558 A 2011
 DN8449_MARK LOGO: SWFWMD
 DN8449_PROJECTION: RECESSED 3 CENTIMETERS
 DN8449_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8449_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8449+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2011
 DN8449_ROD/PIPE-DEPTH: 10.5 meters
 DN8449
 DN8449  HISTORY     - Date     Condition        Report By
 DN8449  HISTORY     - 20110317 MONUMENTED       FLDEP
 DN8449
 DN8449                          STATION DESCRIPTION
 DN8449
 DN8449'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8449'THE MARK IS ABOUT 7.5 MI (12.1 KM) EAST OF SPRING LAKE, 7.4 MI (11.9
 DN8449'KM) SOUTH-SOUTHWEST OF SAINT CATHERINE, 3.1 MI (5.0 KM) NORTH OF
 DN8449'LACOOCHEE, IN SECTION 2, TOWNSHIP 23 SOUTH, RANGE 21 EAST.
 DN8449'
 DN8449'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DN8449'ROAD 50 IN RIDGE MANOR, GO WEST ON STATE ROAD 50 FOR 0.7 MI (1.1 KM)
 DN8449'TO THE JUNCTION OF EMERALD DRIVE ON THE RIGHT.  TURN RIGHT ON EMERALD
 DN8449'DRIVE AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A DIRT
 DN8449'DRIVEWAY ON THE LEFT.  TURN LEFT ON THE DIRT DRIVEWAY AND GO WEST FOR
 DN8449'250.0 FT (76.2 M) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DN8449'REFUSAL AT A DEPTH OF 34.6 FT (10.5 M) WITH AN ALUMINUM DISK ATTACHED
 DN8449'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.1 FT (3 CM) BELOW
 DN8449'THE LEVEL OF THE GROUND AND LEVEL WITH THE DIRT DRIVEWAY.
 DN8449'
 DN8449'LOCATED 82.8 FT (25.2 M) SOUTHEAST OF SURVEY MARK 23558 B, 81.0 FT
 DN8449'(24.7 M) NORTHWEST OF THE NORTHWEST CORNER OF A CINDER BLOCK HOUSE,
 DN8449'25.8 FT (7.9 M) EAST-SOUTHEAST OF THE EASTERN MOST WELLHEAD, 12.0 FT
 DN8449'(3.7 M) EAST OF THE APPROXIMATE CENTERLINE OF THE DIRT DRIVEWAY AND
 DN8449'2.0 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST.    NOTE A MAGNET
 DN8449'WAS FACTORY INSTALLED IN THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8448 ***********************************************************************
 DN8448  DESIGNATION -  23558 B
 DN8448  PID         -  DN8448
 DN8448  STATE/COUNTY-  FL/HERNANDO
 DN8448  COUNTRY     -  US
 DN8448  USGS QUAD   -  SAINT CATHERINE (2018)
 DN8448
 DN8448                         *CURRENT SURVEY CONTROL
 DN8448  ______________________________________________________________________
 DN8448* NAD 83(1986) POSITION- 28 30 36.9    (N) 082 10 55.1    (W)   HD_HELD2
 DN8448* NAVD 88 ORTHO HEIGHT -    26.940 (meters)       88.39  (feet) ADJUSTED
 DN8448  ______________________________________________________________________
 DN8448  GEOID HEIGHT    -        -26.716 (meters)                     GEOID18
 DN8448  DYNAMIC HEIGHT  -         26.901 (meters)       88.26  (feet) COMP
 DN8448  MODELED GRAVITY -    979,205.3   (mgal)                       NAVD 88
 DN8448
 DN8448  VERT ORDER      -  FIRST     CLASS II
 DN8448
 DN8448.The horizontal coordinates were established by autonomous hand held GPS
 DN8448.observations and have an estimated accuracy of +/- 10 meters.
 DN8448
 DN8448.The orthometric height was determined by differential leveling and
 DN8448.adjusted by the NATIONAL GEODETIC SURVEY
 DN8448.in June 2012.
 DN8448
 DN8448.No vertical observational check was made to the station.
 DN8448
 DN8448.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8448.GEOID18 height accuracy estimate available here.
 DN8448
 DN8448.Click photographs - Photos may exist for this station.
 DN8448
 DN8448.The dynamic height is computed by dividing the NAVD 88
 DN8448.geopotential number by the normal gravity value computed on the
 DN8448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8448.degrees latitude (g = 980.6199 gals.).
 DN8448
 DN8448.The modeled gravity was interpolated from observed gravity values.
 DN8448
 DN8448;                    North         East    Units  Estimated Accuracy
 DN8448;SPC FL W     -   462,767.      182,187.      MT  (+/- 10 meters HH2 GPS)
 DN8448
 DN8448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8433354297(NAD 83)
 DN8448
 DN8448                          SUPERSEDED SURVEY CONTROL
 DN8448
 DN8448.No superseded survey control is available for this station.
 DN8448
 DN8448_MARKER: DD = SURVEY DISK
 DN8448_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8448_STAMPING: 23558 B 2011
 DN8448_MARK LOGO: SWFWMD
 DN8448_PROJECTION: RECESSED 3 CENTIMETERS
 DN8448_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8448+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2011
 DN8448_ROD/PIPE-DEPTH: 8.4 meters
 DN8448
 DN8448  HISTORY     - Date     Condition        Report By
 DN8448  HISTORY     - 20110317 MONUMENTED       FLDEP
 DN8448
 DN8448                          STATION DESCRIPTION
 DN8448
 DN8448'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8448'THE MARK IS ABOUT 7.5 MI (12.1 KM) EAST OF SPRING LAKE, 7.4 MI (11.9
 DN8448'KM) SOUTH-SOUTHWEST OF SAINT CATHERINE, 3.1 MI (5.0 KM) NORTH OF
 DN8448'LACOOCHEE, IN SECTION 2, TOWNSHIP 23 SOUTH, RANGE 21 EAST.
 DN8448'
 DN8448'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DN8448'ROAD 50 IN RIDGE MANOR, GO WEST ON STATE ROAD 50 FOR 0.7 MI (1.1 KM)
 DN8448'TO THE JUNCTION OF EMERALD DRIVE ON THE RIGHT.  TURN RIGHT ON EMERALD
 DN8448'DRIVE AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A DIRT
 DN8448'DRIVEWAY ON THE LEFT.  TURN LEFT ON THE DIRT DRIVEWAY AND GO WEST FOR
 DN8448'332.0 FT (101.2 M) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DN8448'REFUSAL AT A DEPTH OF 26.7 FT (8.1 M) WITH AN ALUMINUM DISK ATTACHED
 DN8448'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.1 FT (3 CM) BELOW
 DN8448'THE LEVEL OF THE GROUND AND 0.7 FT (21 CM) ABOVE THE LEVEL OF THE DIRT
 DN8448'DRIVEWAY.
 DN8448'
 DN8448'LOCATED 82.8 FT (25.2 M) NORTHWEST OF SURVEY MARK 23558 A, 35.6 FT
 DN8448'(10.9 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER FOR A CYCLONE FENCE,
 DN8448'29.3 FT (8.9 M) WEST-NORTHWEST OF THE WESTERN MOST WELL HEAD, 18.0 FT
 DN8448'(5.5 M) WEST OF THE APPROXIMATE CENTERLINE OF A DIRT DRIVEWAY
 DN8448'CENTERLINE AND 1.4 FT (0.4 M) EAST-SOUTHEAST OF A CARSONITE WITNESS
 DN8448'POST.
 DN8448'
 DN8448'NOTE A MAGNET WAS FACTORY INSTALLED IN THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8140 ***********************************************************************
 DN8140  DESIGNATION -  23574 A
 DN8140  PID         -  DN8140
 DN8140  STATE/COUNTY-  FL/HERNANDO
 DN8140  COUNTRY     -  US
 DN8140  USGS QUAD   -  BROOKSVILLE SE (2018)
 DN8140
 DN8140                         *CURRENT SURVEY CONTROL
 DN8140  ______________________________________________________________________
 DN8140* NAD 83(1986) POSITION- 28 31 06.9    (N) 082 17 43.1    (W)   HD_HELD2
 DN8140* NAVD 88 ORTHO HEIGHT -    35.432 (meters)      116.25  (feet) ADJUSTED
 DN8140  ______________________________________________________________________
 DN8140  GEOID HEIGHT    -        -26.673 (meters)                     GEOID18
 DN8140  DYNAMIC HEIGHT  -         35.381 (meters)      116.08  (feet) COMP
 DN8140  MODELED GRAVITY -    979,195.4   (mgal)                       NAVD 88
 DN8140
 DN8140  VERT ORDER      -  FIRST     CLASS II
 DN8140
 DN8140.The horizontal coordinates were established by autonomous hand held GPS
 DN8140.observations and have an estimated accuracy of +/- 10 meters.
 DN8140
 DN8140.The orthometric height was determined by differential leveling and
 DN8140.adjusted by the NATIONAL GEODETIC SURVEY
 DN8140.in June 2012.
 DN8140
 DN8140.No vertical observational check was made to the station.
 DN8140
 DN8140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8140.GEOID18 height accuracy estimate available here.
 DN8140
 DN8140.Click photographs - Photos may exist for this station.
 DN8140
 DN8140.The dynamic height is computed by dividing the NAVD 88
 DN8140.geopotential number by the normal gravity value computed on the
 DN8140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8140.degrees latitude (g = 980.6199 gals.).
 DN8140
 DN8140.The modeled gravity was interpolated from observed gravity values.
 DN8140
 DN8140;                    North         East    Units  Estimated Accuracy
 DN8140;SPC FL W     -   463,712.      171,095.      MT  (+/- 10 meters HH2 GPS)
 DN8140
 DN8140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7325155334(NAD 83)
 DN8140
 DN8140                          SUPERSEDED SURVEY CONTROL
 DN8140
 DN8140.No superseded survey control is available for this station.
 DN8140
 DN8140_MARKER: DD = SURVEY DISK
 DN8140_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8140_STAMPING: 23574 A 2011
 DN8140_MARK LOGO: SWFWMD
 DN8140_PROJECTION: RECESSED 8 CENTIMETERS
 DN8140_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8140+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2011
 DN8140_ROD/PIPE-DEPTH: 5.9 meters
 DN8140
 DN8140  HISTORY     - Date     Condition        Report By
 DN8140  HISTORY     - 20110414 MONUMENTED       FLDEP
 DN8140
 DN8140                          STATION DESCRIPTION
 DN8140
 DN8140'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8140'THE MARK IS ABOUT 8.3 MI (13.4 KM) WEST-NORTHWEST OF LACOOCHEE, 6.2 MI
 DN8140'(10.0 KM) EAST-SOUTHEAST OF BROOKSVILLE, 1.8 MI (2.9 KM)
 DN8140'NORTH-NORTHEAST OF SPRING LAKE, SECTION 3, TOWNSHIP 23 SOUTH, RANGE 20
 DN8140'EAST.
 DN8140'
 DN8140'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 50 AND FABER DRIVE
 DN8140'IN HILL N DALE, GO SOUTH ON FABER DRIVE FOR 0.1 MI (0.2 KM) TO THE
 DN8140'JUNCTION OF GOUCHER AVENUE ON THE RIGHT.  TURN RIGHT ON GOUCHER AVENUE
 DN8140'AND GO WEST FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF SUMTER DRIVE ON
 DN8140'THE LEFT.  TURN LEFT ON SUMTER DRIVE AND GO SOUTH FOR 0.2 MI (0.3 KM)
 DN8140'TO THE JUNCTION OF IVY HILL LANE ON THE RIGHT.  TURN RIGHT ON IVY HILL
 DN8140'LANE AND GO SOUTH FOR 0.05 MI (0.1 KM) TO THE MARK ON THE RIGHT, AN
 DN8140'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.4 FT (5.9 M) WITH AN
 DN8140'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE,
 DN8140'RECESSED 0.3 FT (0.1 M) BELOW THE LEVEL OF THE GROUND.
 DN8140'
 DN8140'LOCATED 125.8 FT (38.3 M) WEST OF THE APPROXIMATE CENTERLINE OF IVY
 DN8140'HILL LANE, 101.7 FT (31.0 M) WEST OF SURVEY MARK 23574 B, 44.7 FT
 DN8140'(13.6 M) NORTHWEST OF A UTILITY POLE WITH A STREET LIGHT ATTACHED,
 DN8140'11.9 FT (3.6 M) NORTHEAST OF THE NORTHWESTERN MOST WELL HEAD WITH A
 DN8140'SURVEY CHEVRON ATTACHED AND 0.8 FT (0.2 M) SOUTH OF A WOODEN RAIL
 DN8140'FENCE.
 DN8140'
 DN8140'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8139 ***********************************************************************
 DN8139  DESIGNATION -  23574 B
 DN8139  PID         -  DN8139
 DN8139  STATE/COUNTY-  FL/HERNANDO
 DN8139  COUNTRY     -  US
 DN8139  USGS QUAD   -  BROOKSVILLE SE (2018)
 DN8139
 DN8139                         *CURRENT SURVEY CONTROL
 DN8139  ______________________________________________________________________
 DN8139* NAD 83(1986) POSITION- 28 31 07.1    (N) 082 17 42.1    (W)   HD_HELD2
 DN8139* NAVD 88 ORTHO HEIGHT -    35.165 (meters)      115.37  (feet) ADJUSTED
 DN8139  ______________________________________________________________________
 DN8139  GEOID HEIGHT    -        -26.673 (meters)                     GEOID18
 DN8139  DYNAMIC HEIGHT  -         35.114 (meters)      115.20  (feet) COMP
 DN8139  MODELED GRAVITY -    979,195.5   (mgal)                       NAVD 88
 DN8139
 DN8139  VERT ORDER      -  FIRST     CLASS II
 DN8139
 DN8139.The horizontal coordinates were established by autonomous hand held GPS
 DN8139.observations and have an estimated accuracy of +/- 10 meters.
 DN8139
 DN8139.The orthometric height was determined by differential leveling and
 DN8139.adjusted by the NATIONAL GEODETIC SURVEY
 DN8139.in June 2012.
 DN8139
 DN8139.No vertical observational check was made to the station.
 DN8139
 DN8139.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8139.GEOID18 height accuracy estimate available here.
 DN8139
 DN8139.Click photographs - Photos may exist for this station.
 DN8139
 DN8139.The dynamic height is computed by dividing the NAVD 88
 DN8139.geopotential number by the normal gravity value computed on the
 DN8139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8139.degrees latitude (g = 980.6199 gals.).
 DN8139
 DN8139.The modeled gravity was interpolated from observed gravity values.
 DN8139
 DN8139;                    North         East    Units  Estimated Accuracy
 DN8139;SPC FL W     -   463,719.      171,122.      MT  (+/- 10 meters HH2 GPS)
 DN8139
 DN8139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7327855340(NAD 83)
 DN8139
 DN8139                          SUPERSEDED SURVEY CONTROL
 DN8139
 DN8139.No superseded survey control is available for this station.
 DN8139
 DN8139_MARKER: DD = SURVEY DISK
 DN8139_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8139_STAMPING: 23574 B 2011
 DN8139_MARK LOGO: SWFWMD
 DN8139_PROJECTION: RECESSED 10 CENTIMETERS
 DN8139_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8139_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8139+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2011
 DN8139_ROD/PIPE-DEPTH: 9.1 meters
 DN8139
 DN8139  HISTORY     - Date     Condition        Report By
 DN8139  HISTORY     - 20110414 MONUMENTED       FLDEP
 DN8139
 DN8139                          STATION DESCRIPTION
 DN8139
 DN8139'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8139'THE MARK IS ABOUT 8.3 MI (13.4 KM) WEST-NORTHWEST OF LACOOCHEE, 6.2 MI
 DN8139'(10.0 KM) EAST-SOUTHEAST OF BROOKSVILLE, 1.8 MI (2.9 KM)
 DN8139'NORTH-NORTHEAST OF SPRING LAKE, SECTION 3, TOWNSHIP 23 SOUTH, RANGE 20
 DN8139'EAST.
 DN8139'
 DN8139'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 50 AND FABER DRIVE
 DN8139'IN HILL N DALE, GO SOUTH ON FABER DRIVE FOR 0.1 MI (0.2 KM) TO THE
 DN8139'JUNCTION OF GOUCHER AVENUE ON THE RIGHT.  TURN RIGHT ON GOUCHER AVENUE
 DN8139'AND GO WEST FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF SUMTER DRIVE ON
 DN8139'THE LEFT.  TURN LEFT ON SUMTER DRIVE AND GO SOUTH FOR 0.2 MI (0.3 KM)
 DN8139'TO THE JUNCTION OF IVY HILL LANE ON THE RIGHT.  TURN RIGHT ON IVY HILL
 DN8139'LANE AND GO SOUTH FOR 0.05 MI (0.1 KM) TO THE MARK ON THE RIGHT, AN
 DN8139'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 29.7 FT (9.1 M) WITH AN
 DN8139'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE,
 DN8139'RECESSED 0.4 FT (0.1 M) BELOW THE LEVEL OF THE GROUND AND 0.8 FT (0.2
 DN8139'M) BELOW THE LEVEL OF IVY HILL LANE.
 DN8139'
 DN8139'LOCATED 101.7 FT (31.0 M) EAST OF SURVEY MARK 23574 A, 56.6 FT (17.3
 DN8139'M) NORTH OF THE APPROXIMATE CENTERLINE OF DRIVEWAY AT 6167 IVY HILL
 DN8139'LANE, 24.0 FT (7.3 M) WEST OF THE APPROXIMATE CENTERLINE OF IVY HILL
 DN8139'LANE, 6.0 FT (1.8 M) WEST OF A UTILITY POLE AND 1.0 FT (0.3 M) SOUTH
 DN8139'OF A WOODEN RAIL FENCE.
 DN8139'
 DN8139'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8573 ***********************************************************************
 DN8573  DESIGNATION -  23596 A
 DN8573  PID         -  DN8573
 DN8573  STATE/COUNTY-  FL/CITRUS
 DN8573  COUNTRY     -  US
 DN8573  USGS QUAD   -  STOKES FERRY (2018)
 DN8573
 DN8573                         *CURRENT SURVEY CONTROL
 DN8573  ______________________________________________________________________
 DN8573* NAD 83(1986) POSITION- 28 57 20.04   (N) 082 20 13.53   (W)   HD_HELD1
 DN8573* NAVD 88 ORTHO HEIGHT -    12.566 (meters)       41.23  (feet) ADJUSTED
 DN8573  ______________________________________________________________________
 DN8573  GEOID HEIGHT    -        -27.495 (meters)                     GEOID18
 DN8573  DYNAMIC HEIGHT  -         12.549 (meters)       41.17  (feet) COMP
 DN8573  MODELED GRAVITY -    979,230.5   (mgal)                       NAVD 88
 DN8573
 DN8573  VERT ORDER      -  SECOND    CLASS I
 DN8573
 DN8573.The horizontal coordinates were determined by differentially corrected
 DN8573.hand held GPS observations or other comparable positioning techniques
 DN8573.and have an estimated accuracy of +/- 3 meters.
 DN8573
 DN8573.The orthometric height was determined by differential leveling and
 DN8573.adjusted by the NATIONAL GEODETIC SURVEY
 DN8573.in July 2012.
 DN8573
 DN8573.No vertical observational check was made to the station.
 DN8573
 DN8573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8573.GEOID18 height accuracy estimate available here.
 DN8573
 DN8573.Click photographs - Photos may exist for this station.
 DN8573
 DN8573.The dynamic height is computed by dividing the NAVD 88
 DN8573.geopotential number by the normal gravity value computed on the
 DN8573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8573.degrees latitude (g = 980.6199 gals.).
 DN8573
 DN8573.The modeled gravity was interpolated from observed gravity values.
 DN8573
 DN8573;                    North         East    Units  Estimated Accuracy
 DN8573;SPC FL W     -   512,152.3     167,142.0     MT  (+/- 3 meters HH1 GPS) 
 DN8573
 DN8573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6970503798(NAD 83)
 DN8573
 DN8573                          SUPERSEDED SURVEY CONTROL
 DN8573
 DN8573.No superseded survey control is available for this station.
 DN8573
 DN8573_MARKER: DD = SURVEY DISK
 DN8573_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8573_STAMPING: 23596 A 2010
 DN8573_MARK LOGO: FLDEP
 DN8573_PROJECTION: FLUSH
 DN8573_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8573+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2010
 DN8573_ROD/PIPE-DEPTH: 11.0 meters
 DN8573
 DN8573  HISTORY     - Date     Condition        Report By
 DN8573  HISTORY     - 20101217 MONUMENTED       FLDEP
 DN8573
 DN8573                          STATION DESCRIPTION
 DN8573
 DN8573'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN8573'THE MARK IS ABOUT 9.9 MI (15.9 KM) SOUTHEAST OF DUNNELLON, 8.3 MI
 DN8573'(13.4 KM) NORTH OF INVERNESS, 5.1 MI (8.2 KM) EAST OF HOLDER, IN
 DN8573'SECTION 6, TOWNSHIP 18 SOUTH, RANGE 20 EAST.
 DN8573'
 DN8573'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 491 AND STATE ROAD
 DN8573'200 ABOUT 1.5 MI (2.4 KM) NORTHEAST OF HERNANDO, GO SOUTHWEST ON STATE
 DN8573'ROAD 200 FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF ORCHID STREET ON THE
 DN8573'LEFT.  TURN LEFT ON ORCHID STREET AND GO EAST AND SOUTH FOR 0.6 MI
 DN8573'(1.0 KM) TO THE JUNCTION OF EAST SHOREWOOD DRIVE ON THE LEFT.  TURN
 DN8573'LEFT ON EAST SHOREWOOD DRIVE AND GO EAST FOR 0.9 MI (1.4 KM) TO THE
 DN8573'JUNCTION OF EAST MARSH LAKE DRIVE.  CONTINUE EAST ON EAST MARSH LAKE
 DN8573'DRIVE FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF NORTH NATURE TRAIL ON THE
 DN8573'RIGHT.  TURN RIGHT ON NORTH NATURE TRAIL AND GO SOUTHEAST FOR 0.5 MI
 DN8573'(0.8 KM) TO THE END OF NATURE TRAIL AT THE TSALA-APOPKA CANAL
 DN8573'STRUCTURE S353 AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DN8573'DEPTH OF 36.2 FT (11.0 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED
 DN8573'IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH
 DN8573'NORTH NATURE TRAIL.    LOCATED 68.2 FT (20.8 M) NORTH-NORTHEAST OF A
 DN8573'POWER POLE NUMBER 437062, 28.0 FT (8.5 M) NORTHEAST OF THE APPROXIMATE
 DN8573'CENTER OF A METAL GATE, 10.8 FT (3.3 M) WEST OF THE NORTHERNMOST OF 2
 DN8573'WELL HEADS, 1.2 FT (0.4 M) SOUTHEAST OF A BARB WIRE FENCE AND 1.1 FT
 DN8573'(0.3 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DN8573'
 DN8573'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8573'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8575 ***********************************************************************
 DN8575  DESIGNATION -  23596 B
 DN8575  PID         -  DN8575
 DN8575  STATE/COUNTY-  FL/CITRUS
 DN8575  COUNTRY     -  US
 DN8575  USGS QUAD   -  STOKES FERRY (2018)
 DN8575
 DN8575                         *CURRENT SURVEY CONTROL
 DN8575  ______________________________________________________________________
 DN8575* NAD 83(1986) POSITION- 28 57 18.5    (N) 082 20 12.8    (W)   HD_HELD2
 DN8575* NAVD 88 ORTHO HEIGHT -    13.593 (meters)       44.60  (feet) ADJUSTED
 DN8575  ______________________________________________________________________
 DN8575  GEOID HEIGHT    -        -27.495 (meters)                     GEOID18
 DN8575  DYNAMIC HEIGHT  -         13.573 (meters)       44.53  (feet) COMP
 DN8575  MODELED GRAVITY -    979,230.5   (mgal)                       NAVD 88
 DN8575
 DN8575  VERT ORDER      -  SECOND    CLASS I
 DN8575
 DN8575.The horizontal coordinates were established by autonomous hand held GPS
 DN8575.observations and have an estimated accuracy of +/- 10 meters.
 DN8575
 DN8575.The orthometric height was determined by differential leveling and
 DN8575.adjusted by the NATIONAL GEODETIC SURVEY
 DN8575.in July 2012.
 DN8575
 DN8575.No vertical observational check was made to the station.
 DN8575
 DN8575.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8575.GEOID18 height accuracy estimate available here.
 DN8575
 DN8575.Click photographs - Photos may exist for this station.
 DN8575
 DN8575.The dynamic height is computed by dividing the NAVD 88
 DN8575.geopotential number by the normal gravity value computed on the
 DN8575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8575.degrees latitude (g = 980.6199 gals.).
 DN8575
 DN8575.The modeled gravity was interpolated from observed gravity values.
 DN8575
 DN8575;                    North         East    Units  Estimated Accuracy
 DN8575;SPC FL W     -   512,105.      167,162.      MT  (+/- 10 meters HH2 GPS)
 DN8575
 DN8575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6972403751(NAD 83)
 DN8575
 DN8575                          SUPERSEDED SURVEY CONTROL
 DN8575
 DN8575.No superseded survey control is available for this station.
 DN8575
 DN8575_MARKER: DD = SURVEY DISK
 DN8575_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN8575_SP_SET: STRUCTURE ABUTMENT
 DN8575_STAMPING: 23596 B 2010
 DN8575_MARK LOGO: FLDEP
 DN8575_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8575_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8575_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8575+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2010
 DN8575
 DN8575  HISTORY     - Date     Condition        Report By
 DN8575  HISTORY     - 20101217 MONUMENTED       FLDEP
 DN8575
 DN8575                          STATION DESCRIPTION
 DN8575
 DN8575'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN8575'THE MARK IS ABOUT 9.9 MI (15.9 KM) SOUTHEAST OF DUNNELLON, 8.3 MI
 DN8575'(13.3 KM) NORTH OF INVERNESS, 5.1 MI (8.3 KM) EAST OF HOLDER, IN
 DN8575'SECTION 6, TOWNSHIP 18 SOUTH, RANGE 20 EAST.
 DN8575'
 DN8575'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 491 AND STATE ROAD
 DN8575'200 ABOUT 1.5 MI (2.4 KM) NORTHEAST OF HERNANDO, GO SOUTHWEST ON STATE
 DN8575'ROAD 200 FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF ORCHID STREET ON THE
 DN8575'LEFT, TURN LEFT ON ORCHID STREET AND GO EAST AND SOUTH FOR 0.6 MI (1.0
 DN8575'KM) TO THE JUNCTION OF EAST SHOREWOOD DRIVE ON THE LEFT, TURN LEFT ON
 DN8575'EAST SHOREWOOD DRIVE AND GO EAST FOR 0.9 MI (1.4 KM) TO THE JUNCTION
 DN8575'OF EAST MARSH LAKE DRIVE, CONTINUE EAST ON EAST MARSH LAKE DRIVE FOR
 DN8575'0.8 MI (1.3 KM) TO THE JUNCTION OF NORTH NATURE TRAIL ON THE RIGHT,
 DN8575'TURN RIGHT ON NORTH NATURE TRAIL AND GO SOUTHEAST FOR 0.5 MI (0.8 KM)
 DN8575'TO THE END OF NATURE TRAIL AT THE TSALA-APOPKA CANAL STRUCTURE AND A
 DN8575'LOCKED SECURITY GATE AT THE STRUCTURE, CROSSING THE DECK GO TO THE
 DN8575'SOUTHWEST CORNER OF THE STRUCTURE AND THE MARK, SET FLUSH IN THE TOP
 DN8575'OF A RAISED CONCRETE ABUTMENT ABOUT 3.2 FT (1.0 M) ABOVE THE LEVEL OF
 DN8575'THE STRUCTURE DECK.   LOCATED 33.2 FT (10.1 M) NORTHEAST OF THE
 DN8575'APPROXIMATE CENTER OF THE SOUTHEAST LEVEE ROAD, 9.3 FT (2.8 M)
 DN8575'WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A SECURITY FENCE GATE AND
 DN8575'8.7 FT (2.7 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A DRIVEWAY
 DN8575'LEADING TO THE STRUCTURE.
 DN8575'
 DN8575'NOTE A KEY CAN BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT
 DN8575'DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0070 ***********************************************************************
 AL0070  DESIGNATION -  236
 AL0070  PID         -  AL0070
 AL0070  STATE/COUNTY-  FL/PINELLAS
 AL0070  COUNTRY     -  US
 AL0070  USGS QUAD   -  OLDSMAR (2018)
 AL0070
 AL0070                         *CURRENT SURVEY CONTROL
 AL0070  ______________________________________________________________________
 AL0070* NAD 83(1986) POSITION- 28 06 55.     (N) 082 44 23.     (W)   SCALED
 AL0070* NAVD 88 ORTHO HEIGHT -     2.043 (meters)        6.70  (feet) ADJUSTED
 AL0070  ______________________________________________________________________
 AL0070  GEOID HEIGHT    -        -25.047 (meters)                     GEOID18
 AL0070  DYNAMIC HEIGHT  -          2.040 (meters)        6.69  (feet) COMP
 AL0070  MODELED GRAVITY -    979,193.0   (mgal)                       NAVD 88
 AL0070
 AL0070  VERT ORDER      -  SECOND    CLASS II
 AL0070
 AL0070.The horizontal coordinates were scaled from a map and have
 AL0070.an estimated accuracy of +/- 6 seconds.
 AL0070
 AL0070.The orthometric height was determined by differential leveling and
 AL0070.adjusted by the NATIONAL GEODETIC SURVEY
 AL0070.in June 1991.
 AL0070
 AL0070.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0070.GEOID18 height accuracy estimate available here.
 AL0070
 AL0070.Click photographs - Photos may exist for this station.
 AL0070
 AL0070.The dynamic height is computed by dividing the NAVD 88
 AL0070.geopotential number by the normal gravity value computed on the
 AL0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0070.degrees latitude (g = 980.6199 gals.).
 AL0070
 AL0070.The modeled gravity was interpolated from observed gravity values.
 AL0070
 AL0070;                    North         East    Units  Estimated Accuracy
 AL0070;SPC FL W     -   419,200.      127,320.      MT  (+/- 180 meters Scaled)
 AL0070
 AL0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291111(NAD 83)
 AL0070
 AL0070                          SUPERSEDED SURVEY CONTROL
 AL0070
 AL0070  NGVD 29 (??/??/92)    2.302  (m)            7.55   (f) ADJ UNCH    2 2
 AL0070
 AL0070.Superseded values are not recommended for survey control.
 AL0070
 AL0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0070.See file dsdata.pdf to determine how the superseded data were derived.
 AL0070
 AL0070_MARKER: DD = SURVEY DISK
 AL0070_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0070_SP_SET: CULVERT HEADWALL
 AL0070_STAMPING: 236
 AL0070_MARK LOGO: FLSRD
 AL0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0070+STABILITY: SURFACE MOTION
 AL0070
 AL0070  HISTORY     - Date     Condition        Report By
 AL0070  HISTORY     - UNK      MONUMENTED       FLHD
 AL0070  HISTORY     - 1976     GOOD             FLDT
 AL0070  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0070
 AL0070                          STATION DESCRIPTION
 AL0070
 AL0070'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0070'0.9 MI S FROM TARPON SPRINGS.
 AL0070'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0070'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 2.25 MILE.
 AL0070'STATION ON LEFT, 61.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0070'105.5 FT. N/NW OF POWER POLE, NUMBER 12A-3496-R.  SET IN TOP
 AL0070'OF THE CONCRETE HEADWALL.  SECTION 19, T27S, R16E.
 AL0070
 AL0070                          STATION RECOVERY (1984)
 AL0070
 AL0070'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0070'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9128 ***********************************************************************
 DN9128  DESIGNATION -  23616 A
 DN9128  PID         -  DN9128
 DN9128  STATE/COUNTY-  FL/HERNANDO
 DN9128  COUNTRY     -  US
 DN9128  USGS QUAD   -  NOBLETON (2018)
 DN9128
 DN9128                         *CURRENT SURVEY CONTROL
 DN9128  ______________________________________________________________________
 DN9128* NAD 83(1986) POSITION- 28 38 41.6    (N) 082 15 47.8    (W)   HD_HELD2
 DN9128* NAVD 88 ORTHO HEIGHT -    17.901 (meters)       58.73  (feet) ADJUSTED
 DN9128  ______________________________________________________________________
 DN9128  GEOID HEIGHT    -        -26.937 (meters)                     GEOID18
 DN9128  DYNAMIC HEIGHT  -         17.875 (meters)       58.64  (feet) COMP
 DN9128  MODELED GRAVITY -    979,211.9   (mgal)                       NAVD 88
 DN9128
 DN9128  VERT ORDER      -  SECOND    CLASS I
 DN9128
 DN9128.The horizontal coordinates were established by autonomous hand held GPS
 DN9128.observations and have an estimated accuracy of +/- 10 meters.
 DN9128
 DN9128.The orthometric height was determined by differential leveling and
 DN9128.adjusted by the NATIONAL GEODETIC SURVEY
 DN9128.in July 2012.
 DN9128
 DN9128.No vertical observational check was made to the station.
 DN9128
 DN9128.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9128.GEOID18 height accuracy estimate available here.
 DN9128
 DN9128.Click photographs - Photos may exist for this station.
 DN9128
 DN9128.The dynamic height is computed by dividing the NAVD 88
 DN9128.geopotential number by the normal gravity value computed on the
 DN9128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9128.degrees latitude (g = 980.6199 gals.).
 DN9128
 DN9128.The modeled gravity was interpolated from observed gravity values.
 DN9128
 DN9128;                    North         East    Units  Estimated Accuracy
 DN9128;SPC FL W     -   477,703.      174,261.      MT  (+/- 10 meters HH2 GPS)
 DN9128
 DN9128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7653369295(NAD 83)
 DN9128
 DN9128                          SUPERSEDED SURVEY CONTROL
 DN9128
 DN9128.No superseded survey control is available for this station.
 DN9128
 DN9128_MARKER: DD = SURVEY DISK
 DN9128_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9128_STAMPING: 23616 A 2011
 DN9128_MARK LOGO: SWFWMD
 DN9128_PROJECTION: FLUSH
 DN9128_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9128_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9128+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2011
 DN9128_ROD/PIPE-DEPTH: 3.8 meters
 DN9128
 DN9128  HISTORY     - Date     Condition        Report By
 DN9128  HISTORY     - 20110201 MONUMENTED       FLDEP
 DN9128
 DN9128                          STATION DESCRIPTION
 DN9128
 DN9128'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9128'THE MARK IS ABOUT 9.2 MI (14.8 KM) WEST OF BUSHNELL, 8.0 MI (12.9 KM)
 DN9128'WEST-NORTHWEST OF SAINT CATHERINE, 5.2 MI (8.4 KM) SOUTHWEST OF WAHOO,
 DN9128'IN SECTION 24, TOWNSHIP 21 SOUTH, RANGE 20 EAST.
 DN9128'
 DN9128'TO REACH THE MARK FROM THE SUMTER-HERNANDO COUNTY LINE AND
 DN9128'WITHLACOOCHEE RIVER BRIDGE IN NOBLETON, GO WEST ON COUNTY ROAD 476
 DN9128'(LAKE LINDSEY ROAD) FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF EDGEWATER
 DN9128'AVENUE (CROOM-NOBLETON ROAD) ON THE LEFT.  TURN LEFT ON EDGEWATER
 DN9128'AVENUE (CROOM-NOBLETON ROAD) AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE
 DN9128'INTERSECTION OF SENTINEL STREET.  TURN RIGHT ON SENTINEL STREET AND GO
 DN9128'WEST FOR ABOUT 300.0 FT (91.4 M) TO THE MARK ON THE LEFT, AN ALUMINUM
 DN9128'ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.6 FT (3.8 M) WITH AN ALUMINUM
 DN9128'DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DN9128'GROUND AND LEVEL WITH SENTINEL STREET.
 DN9128'
 DN9128'LOCATED 97.4 FT (29.7 M) EAST OF POWER POLE NUMBER 5667-4157, 12.1 FT
 DN9128'(3.7 M) WEST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT 29064
 DN9128'SENTINEL STREET, 9.9 FT (3.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DN9128'SENTINEL STREET, 7.0 FT (2.1 M) NORTH OF POWER POLE NUMBER 5667-4158
 DN9128'AND 6.1 FT (1.9 M) NORTH OF A CARSONITE WITNESS POST.
 DN9128'
 DN9128'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9128'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9129 ***********************************************************************
 DN9129  DESIGNATION -  23616 B
 DN9129  PID         -  DN9129
 DN9129  STATE/COUNTY-  FL/HERNANDO
 DN9129  COUNTRY     -  US
 DN9129  USGS QUAD   -  NOBLETON (2018)
 DN9129
 DN9129                         *CURRENT SURVEY CONTROL
 DN9129  ______________________________________________________________________
 DN9129* NAD 83(1986) POSITION- 28 38 41.13   (N) 082 15 44.89   (W)   HD_HELD1
 DN9129* NAVD 88 ORTHO HEIGHT -    18.318 (meters)       60.10  (feet) ADJUSTED
 DN9129  ______________________________________________________________________
 DN9129  GEOID HEIGHT    -        -26.937 (meters)                     GEOID18
 DN9129  DYNAMIC HEIGHT  -         18.292 (meters)       60.01  (feet) COMP
 DN9129  MODELED GRAVITY -    979,212.0   (mgal)                       NAVD 88
 DN9129
 DN9129  VERT ORDER      -  SECOND    CLASS I
 DN9129
 DN9129.The horizontal coordinates were determined by differentially corrected
 DN9129.hand held GPS observations or other comparable positioning techniques
 DN9129.and have an estimated accuracy of +/- 3 meters.
 DN9129
 DN9129.The orthometric height was determined by differential leveling and
 DN9129.adjusted by the NATIONAL GEODETIC SURVEY
 DN9129.in July 2012.
 DN9129
 DN9129.No vertical observational check was made to the station.
 DN9129
 DN9129.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9129.GEOID18 height accuracy estimate available here.
 DN9129
 DN9129.Click photographs - Photos may exist for this station.
 DN9129
 DN9129.The dynamic height is computed by dividing the NAVD 88
 DN9129.geopotential number by the normal gravity value computed on the
 DN9129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9129.degrees latitude (g = 980.6199 gals.).
 DN9129
 DN9129.The modeled gravity was interpolated from observed gravity values.
 DN9129
 DN9129;                    North         East    Units  Estimated Accuracy
 DN9129;SPC FL W     -   477,688.1     174,339.8     MT  (+/- 3 meters HH1 GPS) 
 DN9129
 DN9129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7661269280(NAD 83)
 DN9129
 DN9129                          SUPERSEDED SURVEY CONTROL
 DN9129
 DN9129.No superseded survey control is available for this station.
 DN9129
 DN9129_MARKER: DD = SURVEY DISK
 DN9129_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9129_STAMPING: 23616 B 2011
 DN9129_MARK LOGO: SWFWMD
 DN9129_PROJECTION: FLUSH
 DN9129_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9129_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9129+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2011
 DN9129_ROD/PIPE-DEPTH: 9.1 meters
 DN9129
 DN9129  HISTORY     - Date     Condition        Report By
 DN9129  HISTORY     - 20110201 MONUMENTED       FLDEP
 DN9129
 DN9129                          STATION DESCRIPTION
 DN9129
 DN9129'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9129'THE MARK IS ABOUT 9.2 MI (14.8 KM) WEST OF BUSHNELL, 8.0 MI (12.9 KM)
 DN9129'WEST-NORTHWEST OF SAINT CATHERINE, 5.2 MI (8.4 KM) SOUTHWEST OF WAHOO,
 DN9129'IN SECTION 24, TOWNSHIP 21 SOUTH, RANGE 20 EAST.
 DN9129'
 DN9129'TO REACH THE MARK FROM THE SUMTER-HERNANDO COUNTY LINE AND
 DN9129'WITHLACOOCHEE RIVER BRIDGE IN NOBLETON, GO WEST ON COUNTY ROAD 476
 DN9129'(LAKE LINDSEY ROAD) FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF EDGEWATER
 DN9129'AVENUE (CROOM-NOBLETON ROAD) ON THE LEFT.  TURN LEFT ON EDGEWATER
 DN9129'AVENUE (CROOM-NOBLETON ROAD) AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE
 DN9129'INTERSECTION OF SENTINEL STREET AND THE MARK ON THE RIGHT, AN ALUMINUM
 DN9129'ROD DRIVEN TO REFUSAL AT A DEPTH OF 29.7 FT (9.1 M) WITH AN ALUMINUM
 DN9129'DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DN9129'GROUND AND LEVEL WITH SENTINEL STREET.
 DN9129'
 DN9129'LOCATED 36.0 FT (11.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DN9129'SENTINEL STREET, 20.9 FT (6.4 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DN9129'EDGEWATER AVENUE (CROOM-NOBLETON ROAD), 9.0 FT (2.7 M) SOUTH OF A
 DN9129'CARSONITE WITNESS POST AND 8.5 FT (2.6 M) SOUTH OF POWER POLE NUMBER
 DN9129'5667-4160.
 DN9129'
 DN9129'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9129'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9105 ***********************************************************************
 DN9105  DESIGNATION -  23627 A
 DN9105  PID         -  DN9105
 DN9105  STATE/COUNTY-  FL/CITRUS
 DN9105  COUNTRY     -  US
 DN9105  USGS QUAD   -  INVERNESS (2018)
 DN9105
 DN9105                         *CURRENT SURVEY CONTROL
 DN9105  ______________________________________________________________________
 DN9105* NAD 83(1986) POSITION- 28 45 09.9    (N) 082 17 42.7    (W)   HD_HELD2
 DN9105* NAVD 88 ORTHO HEIGHT -    19.671 (meters)       64.54  (feet) ADJUSTED
 DN9105  ______________________________________________________________________
 DN9105  GEOID HEIGHT    -        -27.131 (meters)                     GEOID18
 DN9105  DYNAMIC HEIGHT  -         19.642 (meters)       64.44  (feet) COMP
 DN9105  MODELED GRAVITY -    979,219.6   (mgal)                       NAVD 88
 DN9105
 DN9105  VERT ORDER      -  SECOND    CLASS I
 DN9105
 DN9105.The horizontal coordinates were established by autonomous hand held GPS
 DN9105.observations and have an estimated accuracy of +/- 10 meters.
 DN9105
 DN9105.The orthometric height was determined by differential leveling and
 DN9105.adjusted by the NATIONAL GEODETIC SURVEY
 DN9105.in July 2012.
 DN9105
 DN9105.No vertical observational check was made to the station.
 DN9105
 DN9105.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9105.GEOID18 height accuracy estimate available here.
 DN9105
 DN9105.Click photographs - Photos may exist for this station.
 DN9105
 DN9105.The dynamic height is computed by dividing the NAVD 88
 DN9105.geopotential number by the normal gravity value computed on the
 DN9105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9105.degrees latitude (g = 980.6199 gals.).
 DN9105
 DN9105.The modeled gravity was interpolated from observed gravity values.
 DN9105
 DN9105;                    North         East    Units  Estimated Accuracy
 DN9105;SPC FL W     -   489,664.      171,170.      MT  (+/- 10 meters HH2 GPS)
 DN9105
 DN9105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7354381280(NAD 83)
 DN9105
 DN9105                          SUPERSEDED SURVEY CONTROL
 DN9105
 DN9105.No superseded survey control is available for this station.
 DN9105
 DN9105_MARKER: DD = SURVEY DISK
 DN9105_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9105_STAMPING: 23627 A 2011
 DN9105_MARK LOGO: SWFWMD
 DN9105_PROJECTION: FLUSH
 DN9105_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9105+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2011
 DN9105_ROD/PIPE-DEPTH: 7.8 meters
 DN9105
 DN9105  HISTORY     - Date     Condition        Report By
 DN9105  HISTORY     - 20110206 MONUMENTED       FLDEP
 DN9105
 DN9105                          STATION DESCRIPTION
 DN9105
 DN9105'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9105'THE MARK IS ABOUT 8.5 MI (13.7 KM) SOUTHWEST OF RUTLAND, 7.4 MI (11.9
 DN9105'KM) NORTHWEST OF WAHOO, 6.1 MI (9.8 KM) SOUTH-SOUTHEAST OF INVERNESS,
 DN9105'IN SECTION 15, TOWNSHIP 20 SOUTH, RANGE 20 EAST.
 DN9105'
 DN9105'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (SOUTH
 DN9105'FLORIDA AVENUE) AND COUNTY ROAD 48 IN FLORAL CITY, GO NORTH ON U.S.
 DN9105'HIGHWAY 41 (SOUTH FLORIDA AVENUE) FOR 0.2 MI (0.3 KM) TO THE FERRIS
 DN9105'GROVES PACKING HOUSE AND RETAIL STORE ON THE RIGHT.  TURN RIGHT ON THE
 DN9105'DRIVEWAY AND GO TO THE NORTHEAST PART OF THE PROPERTY NEAR A METAL
 DN9105'GATE AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DN9105'25.7 FT (7.8 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH
 DN9105'(10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE
 DN9105'WITHLACOOCHEE BIKE TRAIL.
 DN9105'
 DN9105'LOCATED 33.2 FT (10.1 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF A
 DN9105'BIKE TRAIL, 24.9 FT (7.6 M) SOUTH OF THE APPROXIMATE CENTER OF A METAL
 DN9105'GATE, 23.6 FT (7.2 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 DN9105'DRIVEWAY, 2.3 FT (0.7 M) SOUTHEAST OF A WOODEN FENCE AND 2.1 FT (0.6
 DN9105'M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DN9105'
 DN9105'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9105'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3916 ***********************************************************************
 DP3916  DESIGNATION -  23681 A
 DP3916  PID         -  DP3916
 DP3916  STATE/COUNTY-  FL/HIGHLANDS
 DP3916  COUNTRY     -  US
 DP3916  USGS QUAD   -  AVON PARK (2018)
 DP3916
 DP3916                         *CURRENT SURVEY CONTROL
 DP3916  ______________________________________________________________________
 DP3916* NAD 83(1986) POSITION- 27 37 08.3    (N) 081 30 32.1    (W)   HD_HELD2
 DP3916* NAVD 88 ORTHO HEIGHT -    33.315 (meters)      109.30  (feet) ADJUSTED
 DP3916  ______________________________________________________________________
 DP3916  GEOID HEIGHT    -        -26.026 (meters)                     GEOID18
 DP3916  DYNAMIC HEIGHT  -         33.265 (meters)      109.14  (feet) COMP
 DP3916  MODELED GRAVITY -    979,129.0   (mgal)                       NAVD 88
 DP3916
 DP3916  VERT ORDER      -  FIRST     CLASS II
 DP3916
 DP3916.The horizontal coordinates were established by autonomous hand held GPS
 DP3916.observations and have an estimated accuracy of +/- 10 meters.
 DP3916
 DP3916.The orthometric height was determined by differential leveling and
 DP3916.adjusted by the NATIONAL GEODETIC SURVEY
 DP3916.in February 2015.
 DP3916
 DP3916.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3916.GEOID18 height accuracy estimate available here.
 DP3916
 DP3916.Click photographs - Photos may exist for this station.
 DP3916
 DP3916.The dynamic height is computed by dividing the NAVD 88
 DP3916.geopotential number by the normal gravity value computed on the
 DP3916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3916.degrees latitude (g = 980.6199 gals.).
 DP3916
 DP3916.The modeled gravity was interpolated from observed gravity values.
 DP3916
 DP3916;                    North         East    Units  Estimated Accuracy
 DP3916;SPC FL E     -   364,091.      149,770.      MT  (+/- 10 meters HH2 GPS)
 DP3916
 DP3916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4978655098(NAD 83)
 DP3916
 DP3916                          SUPERSEDED SURVEY CONTROL
 DP3916
 DP3916.No superseded survey control is available for this station.
 DP3916
 DP3916_MARKER: DD = SURVEY DISK
 DP3916_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3916_STAMPING: 23681 A 2013
 DP3916_MARK LOGO: SWFWMD
 DP3916_PROJECTION: RECESSED 5 CENTIMETERS
 DP3916_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3916+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2022
 DP3916_ROD/PIPE-DEPTH: 16.6 meters
 DP3916
 DP3916  HISTORY     - Date     Condition        Report By
 DP3916  HISTORY     - 20130619 MONUMENTED       FLDEP
 DP3916  HISTORY     - 20220624 GOOD             GEOCAC
 DP3916
 DP3916                          STATION DESCRIPTION
 DP3916
 DP3916'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3916'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTH OF FROSTPROOF, 7.7 MI (12.4
 DP3916'KM) EAST-SOUTHEAST OF BEREAH, 1.6 MI (2.6 KM) NORTH OF AVON PARK, IN
 DP3916'SECTION 10, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3916'
 DP3916'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3916'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3916'ON U.S. HIGHWAY 27 FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF COUNTY
 DP3916'ROAD 17A WEST ON THE RIGHT AND WEST STRYKER ROAD ON THE LEFT.  TURN
 DP3916'RIGHT ON COUNTY ROAD 17A WEST AND GO EAST FOR 0.35 MI (0.6 KM) TO THE
 DP3916'JUNCTION OF BRENTWOOD CIRCLE ON THE LEFT.  TURN LEFT ON BRENTWOOD
 DP3916'CIRCLE, ENTERING BRENTWOOD MOBILE COURT AND GO NORTH FOR 0.1 MI (0.2
 DP3916'KM) TO A BOAT RAMP AHEAD AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DP3916'DRIVEN TO REFUSAL AT A DEPTH OF 54.5 FT (16.6 M) WITH AN ALUMINUM DISK
 DP3916'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DP3916'LEVEL OF THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF THE
 DP3916'BOAT RAMP APPROACH.
 DP3916'
 DP3916'LOCATED 48.0 FT (14.6 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DP3916'BOAT RAMP APPROACH, 31.4 FT (9.6 M) NORTH-NORTHEAST OF THE NORTHEAST
 DP3916'CORNER OF THE CONCRETE BLOCK HOUSE, 30.2 FT (9.2 M) SOUTH OF SURVEY
 DP3916'MARK 23681 B, 2.5 FT (0.8 M) WEST OF THE WOODEN FENCE AND 2.2 FT (0.7
 DP3916'M) WEST OF A CARSONITE WITNESS POST.
 DP3916'
 DP3916'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3916'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3916
 DP3916                          STATION RECOVERY (2022)
 DP3916
 DP3916'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3916'THE WOODEN FENCE AND THE CARSONITE WITNESS POST ARE MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3917 ***********************************************************************
 DP3917  DESIGNATION -  23681 B
 DP3917  PID         -  DP3917
 DP3917  STATE/COUNTY-  FL/HIGHLANDS
 DP3917  COUNTRY     -  US
 DP3917  USGS QUAD   -  AVON PARK (2018)
 DP3917
 DP3917                         *CURRENT SURVEY CONTROL
 DP3917  ______________________________________________________________________
 DP3917* NAD 83(1986) POSITION- 27 37 08.6    (N) 081 30 32.1    (W)   HD_HELD2
 DP3917* NAVD 88 ORTHO HEIGHT -    31.883 (meters)      104.60  (feet) ADJUSTED
 DP3917  ______________________________________________________________________
 DP3917  GEOID HEIGHT    -        -26.027 (meters)                     GEOID18
 DP3917  DYNAMIC HEIGHT  -         31.834 (meters)      104.44  (feet) COMP
 DP3917  MODELED GRAVITY -    979,129.0   (mgal)                       NAVD 88
 DP3917
 DP3917  VERT ORDER      -  FIRST     CLASS II
 DP3917
 DP3917.The horizontal coordinates were established by autonomous hand held GPS
 DP3917.observations and have an estimated accuracy of +/- 10 meters.
 DP3917
 DP3917.The orthometric height was determined by differential leveling and
 DP3917.adjusted by the NATIONAL GEODETIC SURVEY
 DP3917.in February 2015.
 DP3917
 DP3917.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3917.GEOID18 height accuracy estimate available here.
 DP3917
 DP3917.Click photographs - Photos may exist for this station.
 DP3917
 DP3917.The dynamic height is computed by dividing the NAVD 88
 DP3917.geopotential number by the normal gravity value computed on the
 DP3917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3917.degrees latitude (g = 980.6199 gals.).
 DP3917
 DP3917.The modeled gravity was interpolated from observed gravity values.
 DP3917
 DP3917;                    North         East    Units  Estimated Accuracy
 DP3917;SPC FL E     -   364,100.      149,770.      MT  (+/- 10 meters HH2 GPS)
 DP3917
 DP3917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4978655107(NAD 83)
 DP3917
 DP3917                          SUPERSEDED SURVEY CONTROL
 DP3917
 DP3917.No superseded survey control is available for this station.
 DP3917
 DP3917_MARKER: DD = SURVEY DISK
 DP3917_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP3917_SP_SET: RETAINING WALL
 DP3917_STAMPING: 23681 B 2013
 DP3917_MARK LOGO: FLDEP
 DP3917_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP3917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3917+STABILITY: SURFACE MOTION
 DP3917_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3917+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2022
 DP3917
 DP3917  HISTORY     - Date     Condition        Report By
 DP3917  HISTORY     - 20130619 MONUMENTED       FLDEP
 DP3917  HISTORY     - 20220624 GOOD             GEOCAC
 DP3917
 DP3917                          STATION DESCRIPTION
 DP3917
 DP3917'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3917'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTH OF FROSTPROOF, 7.7 MI (12.4
 DP3917'KM) EAST-SOUTHEAST OF BEREAH, 1.6 MI (2.6 KM) NORTH OF AVON PARK, IN
 DP3917'SECTION 10, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3917'
 DP3917'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3917'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3917'ON U.S. HIGHWAY 27 FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF COUNTY
 DP3917'ROAD 17A WEST ON THE RIGHT AND WEST STRYKER ROAD ON THE LEFT.  TURN
 DP3917'RIGHT ON COUNTY ROAD 17A WEST AND GO EAST FOR 0.35 MI (0.6 KM) TO THE
 DP3917'JUNCTION OF BRENTWOOD CIRCLE ON THE LEFT.  TURN LEFT ON BRENTWOOD
 DP3917'CIRCLE, ENTERING BRENTWOOD MOBILE COURT AND GO NORTH FOR 0.1 MI (0.2
 DP3917'KM) TO A BOAT RAMP AHEAD AND THE MARK AHEAD, SET FLUSH IN THE TOP OF A
 DP3917'CONCRETE RETAINING WALL AND LEVEL WITH THE BOAT RAMP APPROACH.
 DP3917'
 DP3917'LOCATED 57.4 FT (17.5 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 DP3917'THE CONCRETE BLOCK HOUSE, 47.0 FT (14.3 M) EAST OF THE APPROXIMATE
 DP3917'CENTERLINE OF THE BOAT RAMP APPROACH, 30.2 FT (9.2 M) NORTH OF SURVEY
 DP3917'MARK 23681 A, 8.2 FT (2.5 M) WEST OF THE WOODEN FENCE AND 0.4 FT (12
 DP3917'CM) WEST OF THE EAST END OF THE CONCRETE RETAINING WALL.
 DP3917
 DP3917                          STATION RECOVERY (2022)
 DP3917
 DP3917'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3917'THE WOODEN FENCE IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3936 ***********************************************************************
 DP3936  DESIGNATION -  23683 A
 DP3936  PID         -  DP3936
 DP3936  STATE/COUNTY-  FL/HIGHLANDS
 DP3936  COUNTRY     -  US
 DP3936  USGS QUAD   -  FROSTPROOF (2018)
 DP3936
 DP3936                         *CURRENT SURVEY CONTROL
 DP3936  ______________________________________________________________________
 DP3936* NAD 83(1986) POSITION- 27 37 52.6    (N) 081 33 17.0    (W)   HD_HELD2
 DP3936* NAVD 88 ORTHO HEIGHT -    38.817 (meters)      127.35  (feet) ADJUSTED
 DP3936  ______________________________________________________________________
 DP3936  GEOID HEIGHT    -        -25.932 (meters)                     GEOID18
 DP3936  DYNAMIC HEIGHT  -         38.758 (meters)      127.16  (feet) COMP
 DP3936  MODELED GRAVITY -    979,133.9   (mgal)                       NAVD 88
 DP3936
 DP3936  VERT ORDER      -  FIRST     CLASS II
 DP3936
 DP3936.The horizontal coordinates were established by autonomous hand held GPS
 DP3936.observations and have an estimated accuracy of +/- 10 meters.
 DP3936
 DP3936.The orthometric height was determined by differential leveling and
 DP3936.adjusted by the NATIONAL GEODETIC SURVEY
 DP3936.in February 2015.
 DP3936
 DP3936.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3936.GEOID18 height accuracy estimate available here.
 DP3936
 DP3936.Click photographs - Photos may exist for this station.
 DP3936
 DP3936.The dynamic height is computed by dividing the NAVD 88
 DP3936.geopotential number by the normal gravity value computed on the
 DP3936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3936.degrees latitude (g = 980.6199 gals.).
 DP3936
 DP3936.The modeled gravity was interpolated from observed gravity values.
 DP3936
 DP3936;                    North         East    Units  Estimated Accuracy
 DP3936;SPC FL E     -   365,474.      145,255.      MT  (+/- 10 meters HH2 GPS)
 DP3936
 DP3936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4527356481(NAD 83)
 DP3936
 DP3936                          SUPERSEDED SURVEY CONTROL
 DP3936
 DP3936.No superseded survey control is available for this station.
 DP3936
 DP3936_MARKER: DD = SURVEY DISK
 DP3936_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3936_STAMPING: 23683 A 2013
 DP3936_MARK LOGO: SWFWMD
 DP3936_PROJECTION: RECESSED 5 CENTIMETERS
 DP3936_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3936+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2022
 DP3936_ROD/PIPE-DEPTH: 19.0 meters
 DP3936
 DP3936  HISTORY     - Date     Condition        Report By
 DP3936  HISTORY     - 20130608 MONUMENTED       FLDEP
 DP3936  HISTORY     - 20220621 GOOD             GEOCAC
 DP3936
 DP3936                          STATION DESCRIPTION
 DP3936
 DP3936'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3936'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTH OF FROSTPROOF, 4.8 MI (7.7
 DP3936'KM) EAST-SOUTHEAST OF BEREAH, 3.9 MI (6.3 KM) NORTHWEST OF AVON PARK,
 DP3936'IN SECTION 7, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3936'
 DP3936'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3936'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3936'ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF NORTH
 DP3936'HIGHLANDS BOULEVARD ON THE LEFT.  TURN LEFT ON NORTH HIGHLANDS
 DP3936'BOULEVARD AND GO SOUTHWEST FOR 1.2 MI (1.9 KM) TO THE INTERSECTION OF
 DP3936'WEST NAUTILUS ROAD.  TURN RIGHT ON WEST NAUTILUS ROAD AND GO WEST AND
 DP3936'NORTHWEST FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF NAUTILUS DRIVE ON THE
 DP3936'LEFT.  TURN LEFT ON NAUTILUS DRIVE AND GO WEST FOR 0.6 MI (1.0 KM) TO
 DP3936'THE JUNCTION OF WEST LAKE CHILTON DRIVE ON THE LEFT.  TURN LEFT ON
 DP3936'WEST LAKE CHILTON DRIVE AND GO SOUTHWEST FOR 0.2 MI (0.3 KM) TO THE
 DP3936'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP3936'62.3 FT (19.0 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DP3936'PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.2 FT
 DP3936'(6 CM) BELOW THE LEVEL OF WEST LAKE CHILTON DRIVE.
 DP3936'
 DP3936'LOCATED 227.4 FT (69.3 M) NORTHEAST OF SURVEY MARK 23683 B, 164.0 FT
 DP3936'(50.0 M) SOUTHWEST OF THE APPROXIMATE EXTENDED CENTERLINE OF NORTH
 DP3936'ARCHER ROAD, 12.1 FT (3.7 M) NORTHWEST OF THE APPROXIMATE CENTERLINE
 DP3936'OF WEST LAKE CHILTON DRIVE, 1.3 FT (0.4 M) SOUTHEAST OF A METAL SPEED
 DP3936'LIMIT SIGN AND 1.2 FT (0.4 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DP3936'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3936'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3936
 DP3936                          STATION RECOVERY (2022)
 DP3936
 DP3936'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3936'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3937 ***********************************************************************
 DP3937  DESIGNATION -  23683 B
 DP3937  PID         -  DP3937
 DP3937  STATE/COUNTY-  FL/HIGHLANDS
 DP3937  COUNTRY     -  US
 DP3937  USGS QUAD   -  FROSTPROOF (2018)
 DP3937
 DP3937                         *CURRENT SURVEY CONTROL
 DP3937  ______________________________________________________________________
 DP3937* NAD 83(1986) POSITION- 27 37 51.4    (N) 081 33 19.2    (W)   HD_HELD2
 DP3937* NAVD 88 ORTHO HEIGHT -    37.983 (meters)      124.62  (feet) ADJUSTED
 DP3937  ______________________________________________________________________
 DP3937  GEOID HEIGHT    -        -25.930 (meters)                     GEOID18
 DP3937  DYNAMIC HEIGHT  -         37.926 (meters)      124.43  (feet) COMP
 DP3937  MODELED GRAVITY -    979,133.9   (mgal)                       NAVD 88
 DP3937
 DP3937  VERT ORDER      -  FIRST     CLASS II
 DP3937
 DP3937.The horizontal coordinates were established by autonomous hand held GPS
 DP3937.observations and have an estimated accuracy of +/- 10 meters.
 DP3937
 DP3937.The orthometric height was determined by differential leveling and
 DP3937.adjusted by the NATIONAL GEODETIC SURVEY
 DP3937.in February 2015.
 DP3937
 DP3937.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3937.GEOID18 height accuracy estimate available here.
 DP3937
 DP3937.Click photographs - Photos may exist for this station.
 DP3937
 DP3937.The dynamic height is computed by dividing the NAVD 88
 DP3937.geopotential number by the normal gravity value computed on the
 DP3937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3937.degrees latitude (g = 980.6199 gals.).
 DP3937
 DP3937.The modeled gravity was interpolated from observed gravity values.
 DP3937
 DP3937;                    North         East    Units  Estimated Accuracy
 DP3937;SPC FL E     -   365,437.      145,194.      MT  (+/- 10 meters HH2 GPS)
 DP3937
 DP3937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4521256444(NAD 83)
 DP3937
 DP3937                          SUPERSEDED SURVEY CONTROL
 DP3937
 DP3937.No superseded survey control is available for this station.
 DP3937
 DP3937_MARKER: DD = SURVEY DISK
 DP3937_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3937_STAMPING: 23683 B 2013
 DP3937_MARK LOGO: SWFWMD
 DP3937_PROJECTION: RECESSED 8 CENTIMETERS
 DP3937_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3937+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2013
 DP3937_ROD/PIPE-DEPTH: 17.9 meters
 DP3937
 DP3937  HISTORY     - Date     Condition        Report By
 DP3937  HISTORY     - 20130608 MONUMENTED       FLDEP
 DP3937
 DP3937                          STATION DESCRIPTION
 DP3937
 DP3937'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3937'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTH OF FROSTPROOF, 4.8 MI (7.7
 DP3937'KM) EAST-SOUTHEAST OF BEREAH, 3.9 MI (6.3 KM) NORTHWEST OF AVON PARK,
 DP3937'IN SECTION 7, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3937'
 DP3937'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3937'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3937'ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF NORTH
 DP3937'HIGHLANDS BOULEVARD ON THE LEFT.  TURN LEFT ON NORTH HIGHLANDS
 DP3937'BOULEVARD AND GO SOUTHWEST FOR 1.2 MI (1.9 KM) TO THE INTERSECTION OF
 DP3937'WEST NAUTILUS ROAD.  TURN RIGHT ON WEST NAUTILUS ROAD AND GO WEST AND
 DP3937'NORTHWEST FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF NAUTILUS DRIVE ON THE
 DP3937'LEFT.  TURN LEFT ON NAUTILUS DRIVE AND GO WEST FOR 0.6 MI (1.0 KM) TO
 DP3937'THE JUNCTION OF WEST LAKE CHILTON DRIVE ON THE LEFT.  TURN LEFT ON
 DP3937'WEST LAKE CHILTON DRIVE AND GO SOUTHWEST FOR 0.25 MI (0.4 KM) TO THE
 DP3937'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP3937'58.7 FT (17.9 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DP3937'PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 0.4 FT
 DP3937'(12 CM) BELOW THE LEVEL OF WEST LAKE CHILTON DRIVE.
 DP3937'
 DP3937'LOCATED 227.4 FT (69.3 M) SOUTHWEST OF SURVEY MARK 23683 A, 89.0 FT
 DP3937'(27.1 M) NORTHEAST OF THE APPROXIMATE EXTENDED CENTERLINE OF THE
 DP3937'DRIVEWAY AT 3091 WEST LAKE CHILTON DRIVE, 14.0 FT (4.3 M) NORTHWEST OF
 DP3937'THE APPROXIMATE CENTERLINE OF WEST LAKE CHILTON DRIVE, 5.2 FT (1.6 M)
 DP3937'NORTHWEST OF THE NORTH EDGE OF THE PAVEMENT OF WEST LAKE CHILTON
 DP3937'DRIVE, 1.8 FT (0.5 M) SOUTHEAST OF A HIGHLANDS COUNTY METAL ROAD SIGN
 DP3937'AND 1.6 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DP3937'
 DP3937'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3937'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3932 ***********************************************************************
 DP3932  DESIGNATION -  23685 A
 DP3932  PID         -  DP3932
 DP3932  STATE/COUNTY-  FL/HIGHLANDS
 DP3932  COUNTRY     -  US
 DP3932  USGS QUAD   -  FROSTPROOF (2018)
 DP3932
 DP3932                         *CURRENT SURVEY CONTROL
 DP3932  ______________________________________________________________________
 DP3932* NAD 83(1986) POSITION- 27 38 12.0    (N) 081 32 07.0    (W)   HD_HELD2
 DP3932* NAVD 88 ORTHO HEIGHT -    33.678 (meters)      110.49  (feet) ADJUSTED
 DP3932  ______________________________________________________________________
 DP3932  GEOID HEIGHT    -        -25.995 (meters)                     GEOID18
 DP3932  DYNAMIC HEIGHT  -         33.627 (meters)      110.32  (feet) COMP
 DP3932  MODELED GRAVITY -    979,132.5   (mgal)                       NAVD 88
 DP3932
 DP3932  VERT ORDER      -  FIRST     CLASS II
 DP3932
 DP3932.The horizontal coordinates were established by autonomous hand held GPS
 DP3932.observations and have an estimated accuracy of +/- 10 meters.
 DP3932
 DP3932.The orthometric height was determined by differential leveling and
 DP3932.adjusted by the NATIONAL GEODETIC SURVEY
 DP3932.in February 2015.
 DP3932
 DP3932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3932.GEOID18 height accuracy estimate available here.
 DP3932
 DP3932.Click photographs - Photos may exist for this station.
 DP3932
 DP3932.The dynamic height is computed by dividing the NAVD 88
 DP3932.geopotential number by the normal gravity value computed on the
 DP3932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3932.degrees latitude (g = 980.6199 gals.).
 DP3932
 DP3932.The modeled gravity was interpolated from observed gravity values.
 DP3932
 DP3932;                    North         East    Units  Estimated Accuracy
 DP3932;SPC FL E     -   366,062.      147,176.      MT  (+/- 10 meters HH2 GPS)
 DP3932
 DP3932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4719457069(NAD 83)
 DP3932
 DP3932                          SUPERSEDED SURVEY CONTROL
 DP3932
 DP3932.No superseded survey control is available for this station.
 DP3932
 DP3932_MARKER: DD = SURVEY DISK
 DP3932_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3932_STAMPING: 23685 A 2013
 DP3932_MARK LOGO: SWFWMD
 DP3932_PROJECTION: RECESSED 13 CENTIMETERS
 DP3932_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3932+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2022
 DP3932_ROD/PIPE-DEPTH: 11.5 meters
 DP3932
 DP3932  HISTORY     - Date     Condition        Report By
 DP3932  HISTORY     - 20130619 MONUMENTED       FLDEP
 DP3932  HISTORY     - 20220621 GOOD             GEOCAC
 DP3932
 DP3932                          STATION DESCRIPTION
 DP3932
 DP3932'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3932'THE MARK IS ABOUT 7.5 MI (12.1 KM) SOUTH OF FROSTPROOF, 5.8 MI (9.3
 DP3932'KM) EAST-SOUTHEAST OF BEREAH, 3.3 MI (5.3 KM) NORTH-NORTHWEST OF AVON
 DP3932'PARK, IN SECTION 5, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3932'
 DP3932'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3932'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3932'ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF NORTH
 DP3932'HIGHLANDS BOULEVARD ON THE LEFT.  TURN LEFT ON NORTH HIGHLANDS
 DP3932'BOULEVARD AND GO SOUTHWEST FOR 0.85 MI (1.4 KM) TO THE JUNCTION OF
 DP3932'YALE ROAD ON THE RIGHT.  TURN RIGHT ON YALE ROAD AND GO NORTHEAST FOR
 DP3932'ABOUT 300.0 FT (91.4 M) TO THE T-JUNCTION OF FALCON ROAD.  TURN RIGHT
 DP3932'ON FALCON ROAD AND GO NORTHEAST FOR ABOUT 270.0 FT (82.3 M) TO THE
 DP3932'JUNCTION OF LABELLE ROAD.  TURN LEFT ON LABELLE ROAD AND GO NORTHWEST
 DP3932'AND NORTH FOR 0.3 MI (0.5 KM) TO THE T-JUNCTION OF TOUCHTON ROAD.
 DP3932'TURN RIGHT ON TOUCHTON ROAD AND GO NORTHEAST FOR 0.1 MI (0.2 KM) TO
 DP3932'THE T-JUNCTION OF NORTHWEST SHORE DRIVE, THE LAKE ADELAIDE BOAT
 DP3932'LANDING AHEAD AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DP3932'REFUSAL AT A DEPTH OF 37.7 FT (11.5 M) WITH AN ALUMINUM DISK ENCASED
 DP3932'IN A 4-INCH (10 CM) PVC PIPE RECESSED 3 INCHES (8 CM) BELOW THE LEVEL
 DP3932'OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF NORTH WEST SHORE
 DP3932'DRIVE.
 DP3932'
 DP3932'LOCATED 288.0 FT (87.8 M) SOUTHWEST OF SURVEY MARK 23685 B, 63.0 FT
 DP3932'(19.2 M) NORTHWEST OF THE APPROXIMATE EXTENDED CENTERLINE OF TOUCHTON
 DP3932'ROAD, 24.6 FT (7.5 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF NORTH
 DP3932'WEST SHORE DRIVE, 4.5 FT (1.4 M) SOUTHEAST OF A WOODEN POWER POLE AND
 DP3932'4.0 FT (1.2 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DP3932'
 DP3932'NOTE-A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DP3932'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3932
 DP3932                          STATION RECOVERY (2022)
 DP3932
 DP3932'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3932'THE CARSONITE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3933 ***********************************************************************
 DP3933  DESIGNATION -  23685 B
 DP3933  PID         -  DP3933
 DP3933  STATE/COUNTY-  FL/HIGHLANDS
 DP3933  COUNTRY     -  US
 DP3933  USGS QUAD   -  FROSTPROOF (2018)
 DP3933
 DP3933                         *CURRENT SURVEY CONTROL
 DP3933  ______________________________________________________________________
 DP3933* NAD 83(1986) POSITION- 27 38 14.3    (N) 081 32 05.2    (W)   HD_HELD2
 DP3933* NAVD 88 ORTHO HEIGHT -    32.235 (meters)      105.76  (feet) ADJUSTED
 DP3933  ______________________________________________________________________
 DP3933  GEOID HEIGHT    -        -25.998 (meters)                     GEOID18
 DP3933  DYNAMIC HEIGHT  -         32.187 (meters)      105.60  (feet) COMP
 DP3933  MODELED GRAVITY -    979,132.5   (mgal)                       NAVD 88
 DP3933
 DP3933  VERT ORDER      -  FIRST     CLASS II
 DP3933
 DP3933.The horizontal coordinates were established by autonomous hand held GPS
 DP3933.observations and have an estimated accuracy of +/- 10 meters.
 DP3933
 DP3933.The orthometric height was determined by differential leveling and
 DP3933.adjusted by the NATIONAL GEODETIC SURVEY
 DP3933.in February 2015.
 DP3933
 DP3933.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3933.GEOID18 height accuracy estimate available here.
 DP3933
 DP3933.Click photographs - Photos may exist for this station.
 DP3933
 DP3933.The dynamic height is computed by dividing the NAVD 88
 DP3933.geopotential number by the normal gravity value computed on the
 DP3933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3933.degrees latitude (g = 980.6199 gals.).
 DP3933
 DP3933.The modeled gravity was interpolated from observed gravity values.
 DP3933
 DP3933;                    North         East    Units  Estimated Accuracy
 DP3933;SPC FL E     -   366,133.      147,226.      MT  (+/- 10 meters HH2 GPS)
 DP3933
 DP3933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4724357140(NAD 83)
 DP3933
 DP3933                          SUPERSEDED SURVEY CONTROL
 DP3933
 DP3933.No superseded survey control is available for this station.
 DP3933
 DP3933_MARKER: DD = SURVEY DISK
 DP3933_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3933_STAMPING: 23685 B 2013
 DP3933_MARK LOGO: SWFWMD
 DP3933_PROJECTION: RECESSED 8 CENTIMETERS
 DP3933_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3933+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2013
 DP3933_ROD/PIPE-DEPTH: 10.2 meters
 DP3933
 DP3933  HISTORY     - Date     Condition        Report By
 DP3933  HISTORY     - 20130619 MONUMENTED       FLDEP
 DP3933
 DP3933                          STATION DESCRIPTION
 DP3933
 DP3933'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3933'THE MARK IS ABOUT 7.5 MI (12.1 KM) SOUTH OF FROSTPROOF, 5.8 MI (9.3
 DP3933'KM) EAST-SOUTHEAST OF BEREAH, 3.3 MI (5.3 KM) NORTH-NORTHWEST OF AVON
 DP3933'PARK, IN SECTION 5, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3933'
 DP3933'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3933'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3933'ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF NORTH
 DP3933'HIGHLANDS BOULEVARD ON THE LEFT.  TURN LEFT ON NORTH HIGHLANDS
 DP3933'BOULEVARD AND GO SOUTHWEST FOR 0.85 MI (1.4 KM) TO THE JUNCTION OF
 DP3933'YALE ROAD ON THE RIGHT.  TURN RIGHT ON YALE ROAD AND GO NORTHEAST FOR
 DP3933'ABOUT 300.0 FT (91.4 M) TO THE T-JUNCTION OF FALCON ROAD.  TURN RIGHT
 DP3933'ON FALCON ROAD AND GO NORTHEAST FOR ABOUT 270.0 FT (82.3 M) TO THE
 DP3933'JUNCTION OF LABELLE ROAD.  TURN LEFT ON LABELLE ROAD AND GO NORTHWEST
 DP3933'AND NORTH FOR 0.3 MI (0.5 KM) TO THE T-JUNCTION OF TOUCHTON ROAD.
 DP3933'TURN RIGHT ON TOUCHTON ROAD AND GO NORTHEAST FOR 0.1 MI (0.2 KM) TO
 DP3933'THE T-JUNCTION OF NORTHWEST SHORE DRIVE AND THE LAKE ADELAIDE BOAT
 DP3933'LANDING AHEAD.  CONTINUE AHEAD NORTHEAST FOR ABOUT 330.0 FT (100.6 M)
 DP3933'TO THE LAKE ADELAIDE SHORELINE AND THE MARK AHEAD, AN ALUMINUM ROD
 DP3933'DRIVEN TO REFUSAL AT A DEPTH OF 33.5 FT (10.2 M) WITH AN ALUMINUM DISK
 DP3933'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE
 DP3933'LEVEL OF THE GROUND.
 DP3933'
 DP3933'LOCATED 306.6 FT (93.5 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DP3933'NORTH WEST SHORE DRIVE, 288.0 FT (87.8 M) NORTHEAST OF SURVEY MARK
 DP3933'23685 A, 125.3 FT (38.2 M) NORTH-NORTHWEST OF THE APPROXIMATE
 DP3933'CENTERLINE OF THE BOAT RAMP, 92.1 FT (28.1 M) SOUTHEAST OF A 16-INCH
 DP3933'(41 CM) DIAMETER PINE TREE AND 2.5 FT (0.8 M) SOUTH OF A CARSONITE
 DP3933'WITNESS POST.
 DP3933'
 DP3933'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3933'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9099 ***********************************************************************
 DO9099  DESIGNATION -  23687 A
 DO9099  PID         -  DO9099
 DO9099  STATE/COUNTY-  FL/POLK
 DO9099  COUNTRY     -  US
 DO9099  USGS QUAD   -  LAKE WALES (2018)
 DO9099
 DO9099                         *CURRENT SURVEY CONTROL
 DO9099  ______________________________________________________________________
 DO9099* NAD 83(1986) POSITION- 27 54 40.5    (N) 081 33 20.0    (W)   HD_HELD2
 DO9099* NAVD 88 ORTHO HEIGHT -    35.161 (meters)      115.36  (feet) ADJUSTED
 DO9099  ______________________________________________________________________
 DO9099  GEOID HEIGHT    -        -26.648 (meters)                     GEOID18
 DO9099  DYNAMIC HEIGHT  -         35.109 (meters)      115.19  (feet) COMP
 DO9099  MODELED GRAVITY -    979,150.8   (mgal)                       NAVD 88
 DO9099
 DO9099  VERT ORDER      -  FIRST     CLASS II
 DO9099
 DO9099.The horizontal coordinates were established by autonomous hand held GPS
 DO9099.observations and have an estimated accuracy of +/- 10 meters.
 DO9099
 DO9099.The orthometric height was determined by differential leveling and
 DO9099.adjusted by the NATIONAL GEODETIC SURVEY
 DO9099.in December 2013.
 DO9099
 DO9099.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9099.GEOID18 height accuracy estimate available here.
 DO9099
 DO9099.Click photographs - Photos may exist for this station.
 DO9099
 DO9099.The dynamic height is computed by dividing the NAVD 88
 DO9099.geopotential number by the normal gravity value computed on the
 DO9099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9099.degrees latitude (g = 980.6199 gals.).
 DO9099
 DO9099.The modeled gravity was interpolated from observed gravity values.
 DO9099
 DO9099;                    North         East    Units  Estimated Accuracy
 DO9099;SPC FL W     -   396,454.      243,750.      MT  (+/- 10 meters HH2 GPS)
 DO9099
 DO9099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4533187495(NAD 83)
 DO9099
 DO9099                          SUPERSEDED SURVEY CONTROL
 DO9099
 DO9099.No superseded survey control is available for this station.
 DO9099
 DO9099_MARKER: DD = SURVEY DISK
 DO9099_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9099_STAMPING: 23687 A 2012
 DO9099_MARK LOGO: SWFWMD
 DO9099_PROJECTION: FLUSH
 DO9099_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9099+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO9099_ROD/PIPE-DEPTH: 19.5 meters
 DO9099
 DO9099  HISTORY     - Date     Condition        Report By
 DO9099  HISTORY     - 20121204 MONUMENTED       FLDEP
 DO9099
 DO9099                          STATION DESCRIPTION
 DO9099
 DO9099'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9099'THE MARK IS ABOUT 6.2 MI (10.0 KM) WEST-NORTHWEST OF HESPERIDES, 5.8
 DO9099'MI (9.3 KM) NORTH-NORTHWEST OF BABSON PARK, 2.0 MI (3.2 KM)
 DO9099'EAST-NORTHEAST OF LAKE WALES, IN SECTION 31, TOWNSHIP 29 SOUTH, RANGE
 DO9099'28 EAST.
 DO9099'
 DO9099'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND COUNTY
 DO9099'ROAD 17B (BUCK MOORE ROAD) IN LAKE WALES, GO NORTH ON BUCK MOORE ROAD
 DO9099'FOR 1.15 MI (1.9 KM) TO A BIKE TRAIL HEAD ON THE LEFT AND A SANDY ATV
 DO9099'TRAIL ON THE LEFT.  TURN LEFT ON THE SANDY ATV TRAIL AND GO NORTHWEST
 DO9099'(ON FOOT OR 4-WHEEL DRIVE TRUCK) FOR ABOUT 235.0 FT (71.6 M) TO THE
 DO9099'EAST BANK OF LAKE BONNIE (A DRY LAKE BED) AND THE MARK, NEAR A TREE
 DO9099'LINE, ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO9099'64.0 FT (19.5 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DO9099'PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL
 DO9099'WITH THE ATV TRAIL.
 DO9099'
 DO9099'LOCATED 117.2 FT (35.7 M) NORTHEAST OF SURVEY MARK 23687 B, 65.8 FT
 DO9099'(20.1 M) SOUTHWEST OF A 24-INCH (61 CM) AND A 26-INCH (66 CM) DIAMETER
 DO9099'TWIN LIVE OAK TREE, 38.8 FT (11.8 M) NORTHWEST OF A 30-INCH (76 CM)
 DO9099'DIAMETER LIVE OAK TREE, 32.6 FT (9.9 M) SOUTHEAST OF THE MAIN ATV
 DO9099'TRAIL THAT CIRCUMNAVIGATES THE LAKE BED AND 1.4 FT (0.4 M)
 DO9099'WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9099'
 DO9099'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9099'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9098 ***********************************************************************
 DO9098  DESIGNATION -  23687 B
 DO9098  PID         -  DO9098
 DO9098  STATE/COUNTY-  FL/POLK
 DO9098  COUNTRY     -  US
 DO9098  USGS QUAD   -  LAKE WALES (2018)
 DO9098
 DO9098                         *CURRENT SURVEY CONTROL
 DO9098  ______________________________________________________________________
 DO9098* NAD 83(1986) POSITION- 27 54 39.7    (N) 081 33 20.8    (W)   HD_HELD2
 DO9098* NAVD 88 ORTHO HEIGHT -    35.113 (meters)      115.20  (feet) ADJUSTED
 DO9098  ______________________________________________________________________
 DO9098  GEOID HEIGHT    -        -26.646 (meters)                     GEOID18
 DO9098  DYNAMIC HEIGHT  -         35.060 (meters)      115.03  (feet) COMP
 DO9098  MODELED GRAVITY -    979,150.8   (mgal)                       NAVD 88
 DO9098
 DO9098  VERT ORDER      -  FIRST     CLASS II
 DO9098
 DO9098.The horizontal coordinates were established by autonomous hand held GPS
 DO9098.observations and have an estimated accuracy of +/- 10 meters.
 DO9098
 DO9098.The orthometric height was determined by differential leveling and
 DO9098.adjusted by the NATIONAL GEODETIC SURVEY
 DO9098.in December 2013.
 DO9098
 DO9098.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9098.GEOID18 height accuracy estimate available here.
 DO9098
 DO9098.Click photographs - Photos may exist for this station.
 DO9098
 DO9098.The dynamic height is computed by dividing the NAVD 88
 DO9098.geopotential number by the normal gravity value computed on the
 DO9098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9098.degrees latitude (g = 980.6199 gals.).
 DO9098
 DO9098.The modeled gravity was interpolated from observed gravity values.
 DO9098
 DO9098;                    North         East    Units  Estimated Accuracy
 DO9098;SPC FL W     -   396,429.      243,728.      MT  (+/- 10 meters HH2 GPS)
 DO9098
 DO9098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4530987470(NAD 83)
 DO9098
 DO9098                          SUPERSEDED SURVEY CONTROL
 DO9098
 DO9098.No superseded survey control is available for this station.
 DO9098
 DO9098_MARKER: DD = SURVEY DISK
 DO9098_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9098_STAMPING: 23687 B 2012
 DO9098_MARK LOGO: SWFWMD
 DO9098_PROJECTION: FLUSH
 DO9098_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9098_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9098_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9098+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO9098_ROD/PIPE-DEPTH: 24.4 meters
 DO9098
 DO9098  HISTORY     - Date     Condition        Report By
 DO9098  HISTORY     - 20121204 MONUMENTED       FLDEP
 DO9098
 DO9098                          STATION DESCRIPTION
 DO9098
 DO9098'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9098'THE MARK IS ABOUT 6.2 MI (10.0 KM) WEST-NORTHWEST OF HESPERIDES, 5.8
 DO9098'MI (9.3 KM) NORTH-NORTHWEST OF BABSON PARK, 2.0 MI (3.2 KM)
 DO9098'EAST-NORTHEAST OF LAKE WALES, IN SECTION 31, TOWNSHIP 29 SOUTH, RANGE
 DO9098'28 EAST.
 DO9098'
 DO9098'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND COUNTY
 DO9098'ROAD 17B (BUCK MOORE ROAD) IN LAKE WALES, GO NORTH ON BUCK MOORE ROAD
 DO9098'FOR 1.15 MI (1.9 KM) TO A BIKE TRAIL HEAD ON THE LEFT AND A SANDY ATV
 DO9098'TRAIL ON THE LEFT.  TURN LEFT ON THE SANDY ATV TRAIL AND GO NORTHWEST
 DO9098'(ON FOOT OR 4-WHEEL DRIVE TRUCK) FOR ABOUT 235.0 FT (71.6 M) TO THE
 DO9098'EAST BANK OF LAKE BONNIE (A DRY LAKE BED) AND THE MARK, NEAR A TREE
 DO9098'LINE, ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO9098'80.0 FT (24.4 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DO9098'PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL
 DO9098'WITH THE ATV TRAIL.
 DO9098'
 DO9098'LOCATED 117.2 FT (35.7 M) SOUTHWEST OF SURVEY MARK 23687 A, 18.9 FT
 DO9098'(5.8 M) SOUTHEAST OF THE MAIN ATV TRAIL THAT CIRCUMNAVIGATES THE LAKE
 DO9098'BED, 12.8 FT (3.9 M) NORTH-NORTHWEST OF A 14-INCH (36 CM) DIAMETER
 DO9098'LIVE OAK TREE AND 1.8 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS
 DO9098'POST.
 DO9098'
 DO9098'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9098'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3978 ***********************************************************************
 DP3978  DESIGNATION -  23692 A
 DP3978  PID         -  DP3978
 DP3978  STATE/COUNTY-  FL/HIGHLANDS
 DP3978  COUNTRY     -  US
 DP3978  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3978
 DP3978                         *CURRENT SURVEY CONTROL
 DP3978  ______________________________________________________________________
 DP3978* NAD 83(1986) POSITION- 27 20 15.4    (N) 081 22 40.1    (W)   HD_HELD2
 DP3978* NAVD 88 ORTHO HEIGHT -    24.697 (meters)       81.03  (feet) ADJUSTED
 DP3978  ______________________________________________________________________
 DP3978  GEOID HEIGHT    -        -25.445 (meters)                     GEOID18
 DP3978  DYNAMIC HEIGHT  -         24.659 (meters)       80.90  (feet) COMP
 DP3978  MODELED GRAVITY -    979,131.5   (mgal)                       NAVD 88
 DP3978
 DP3978  VERT ORDER      -  FIRST     CLASS II
 DP3978
 DP3978.The horizontal coordinates were established by autonomous hand held GPS
 DP3978.observations and have an estimated accuracy of +/- 10 meters.
 DP3978
 DP3978.The orthometric height was determined by differential leveling and
 DP3978.adjusted by the NATIONAL GEODETIC SURVEY
 DP3978.in December 2014.
 DP3978
 DP3978.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3978.GEOID18 height accuracy estimate available here.
 DP3978
 DP3978.Click photographs - Photos may exist for this station.
 DP3978
 DP3978.The dynamic height is computed by dividing the NAVD 88
 DP3978.geopotential number by the normal gravity value computed on the
 DP3978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3978.degrees latitude (g = 980.6199 gals.).
 DP3978
 DP3978.The modeled gravity was interpolated from observed gravity values.
 DP3978
 DP3978;                    North         East    Units  Estimated Accuracy
 DP3978;SPC FL E     -   332,868.      162,616.      MT  (+/- 10 meters HH2 GPS)
 DP3978
 DP3978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6262823886(NAD 83)
 DP3978
 DP3978                          SUPERSEDED SURVEY CONTROL
 DP3978
 DP3978.No superseded survey control is available for this station.
 DP3978
 DP3978_MARKER: DD = SURVEY DISK
 DP3978_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3978_STAMPING: 23692 A 2013
 DP3978_MARK LOGO: SWFWMD
 DP3978_PROJECTION: RECESSED 5 CENTIMETERS
 DP3978_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3978+STABILITY: SURFACE MOTION
 DP3978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3978+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 DP3978_ROD/PIPE-DEPTH: 14.3 meters
 DP3978
 DP3978  HISTORY     - Date     Condition        Report By
 DP3978  HISTORY     - 20130816 MONUMENTED       FLDEP
 DP3978  HISTORY     - 20220831 GOOD             GEOCAC
 DP3978
 DP3978                          STATION DESCRIPTION
 DP3978
 DP3978'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3978'THE MARK IS ABOUT 10.5 MI (16.9 KM) SOUTHWEST OF LORIDA, 9.1 MI (14.6
 DP3978'KM) NORTH-NORTHWEST OF CHILDS, 3.2 MI (5.1 KM) NORTH-NORTHWEST OF LAKE
 DP3978'PLACID, IN SECTION 24, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3978'
 DP3978'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3978'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO
 DP3978'NORTHWEST ON U.S. HIGHWAY 27 FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF
 DP3978'COUNTY ROAD 17 ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD 17 AND GO
 DP3978'NORTHEAST AND NORTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DIRT
 DP3978'DRIVEWAY AT 2220 COUNTY ROAD 17 ON THE RIGHT.  TURN RIGHT ON THE
 DP3978'DRIVEWAY AND GO EAST AND NORTH FOR 0.35 MI (0.6 KM) THROUGH AN ORANGE
 DP3978'GROVE TO THE MALCOLM WATTERS RESIDENCE AHEAD AND A SAND ROAD ON THE
 DP3978'RIGHT, NOW BY 4-WHEEL DRIVE VEHICLE OR ON FOOT, GO EAST ON THE SAND
 DP3978'ROAD FOR 0.1 MI (0.2 KM) TO THE LAKE SIMMONS SHORE, A PUMPING STATION
 DP3978'ON THE RIGHT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DP3978'REFUSAL AT A DEPTH OF 47.0 FT (14.3 M) WITH A SURVEY DISK SET ON THE
 DP3978'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP3978'M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DP3978'ABOUT 0.3 FT (9 CM) BELOW THE LEVEL OF THE SAND ROAD.
 DP3978'
 DP3978'LOCATED 152.3 FT (46.4 M) NORTHWEST OF SURVEY MARK 23692 B, 9.5 FT
 DP3978'(2.9 M) WEST OF THE APPROXIMATE CENTERLINE OF A DIRT TRAIL RUNNING
 DP3978'NORTHWEST ALONG THE LAKE SHORE, 4.4 FT (1.3 M) EAST OF A WOODEN POWER
 DP3978'POLE AND 4.1 FT (1.2 M) EAST OF A CARSONITE WITNESS POST.
 DP3978'
 DP3978'NOTE-A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DP3978'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3978
 DP3978                          STATION RECOVERY (2022)
 DP3978
 DP3978'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3978'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3979 ***********************************************************************
 DP3979  DESIGNATION -  23692 B
 DP3979  PID         -  DP3979
 DP3979  STATE/COUNTY-  FL/HIGHLANDS
 DP3979  COUNTRY     -  US
 DP3979  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3979
 DP3979                         *CURRENT SURVEY CONTROL
 DP3979  ______________________________________________________________________
 DP3979* NAD 83(1986) POSITION- 27 20 14.0    (N) 081 22 39.3    (W)   HD_HELD2
 DP3979* NAVD 88 ORTHO HEIGHT -    25.316 (meters)       83.06  (feet) ADJUSTED
 DP3979  ______________________________________________________________________
 DP3979  GEOID HEIGHT    -        -25.444 (meters)                     GEOID18
 DP3979  DYNAMIC HEIGHT  -         25.277 (meters)       82.93  (feet) COMP
 DP3979  MODELED GRAVITY -    979,131.5   (mgal)                       NAVD 88
 DP3979
 DP3979  VERT ORDER      -  FIRST     CLASS II
 DP3979
 DP3979.The horizontal coordinates were established by autonomous hand held GPS
 DP3979.observations and have an estimated accuracy of +/- 10 meters.
 DP3979
 DP3979.The orthometric height was determined by differential leveling and
 DP3979.adjusted by the NATIONAL GEODETIC SURVEY
 DP3979.in December 2014.
 DP3979
 DP3979.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3979.GEOID18 height accuracy estimate available here.
 DP3979
 DP3979.Click photographs - Photos may exist for this station.
 DP3979
 DP3979.The dynamic height is computed by dividing the NAVD 88
 DP3979.geopotential number by the normal gravity value computed on the
 DP3979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3979.degrees latitude (g = 980.6199 gals.).
 DP3979
 DP3979.The modeled gravity was interpolated from observed gravity values.
 DP3979
 DP3979;                    North         East    Units  Estimated Accuracy
 DP3979;SPC FL E     -   332,825.      162,637.      MT  (+/- 10 meters HH2 GPS)
 DP3979
 DP3979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6265023843(NAD 83)
 DP3979
 DP3979                          SUPERSEDED SURVEY CONTROL
 DP3979
 DP3979.No superseded survey control is available for this station.
 DP3979
 DP3979_MARKER: DD = SURVEY DISK
 DP3979_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3979_STAMPING: 23692 B 2013
 DP3979_MARK LOGO: SWFWMD
 DP3979_PROJECTION: RECESSED 5 CENTIMETERS
 DP3979_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3979+STABILITY: SURFACE MOTION
 DP3979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3979+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 DP3979_ROD/PIPE-DEPTH: 11.6 meters
 DP3979
 DP3979  HISTORY     - Date     Condition        Report By
 DP3979  HISTORY     - 20130816 MONUMENTED       FLDEP
 DP3979  HISTORY     - 20220831 GOOD             GEOCAC
 DP3979
 DP3979                          STATION DESCRIPTION
 DP3979
 DP3979'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3979'THE MARK IS ABOUT 10.5 MI (16.9 KM) SOUTHWEST OF LORIDA, 9.1 MI (14.6
 DP3979'KM) NORTH-NORTHWEST OF CHILDS, 3.2 MI (5.1 KM) NORTH-NORTHWEST OF LAKE
 DP3979'PLACID, IN SECTION 24, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3979'
 DP3979'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3979'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO
 DP3979'NORTHWEST ON U.S. HIGHWAY 27 FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF
 DP3979'COUNTY ROAD 17 ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD 17 AND GO
 DP3979'NORTHEAST AND NORTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DIRT
 DP3979'DRIVEWAY AT 2220 COUNTY ROAD 17 ON THE RIGHT.  TURN RIGHT ON THE
 DP3979'DRIVEWAY AND GO EAST AND NORTH FOR 0.35 MI (0.6 KM) THROUGH AN ORANGE
 DP3979'GROVE TO THE MALCOLM WATTERS RESIDENCE AHEAD AND A SAND ROAD ON THE
 DP3979'RIGHT, NOW BY 4-WHEEL DRIVE VEHICLE OR ON FOOT, GO EAST ON THE SAND
 DP3979'ROAD FOR 0.1 MI (0.2 KM) TO THE LAKE SIMMONS SHORE, A PUMPING STATION
 DP3979'ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DP3979'REFUSAL AT A DEPTH OF 38.0 FT (11.6 M) WITH A SURVEY DISK SET ON THE
 DP3979'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP3979'M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DP3979'ABOUT 0.3 FT (9 CM) BELOW THE LEVEL OF THE SAND ROAD.
 DP3979'
 DP3979'LOCATED 152.3 FT (46.4 M) SOUTHEAST OF SURVEY MARK 23692 A, 26.0 FT
 DP3979'(7.9 M) SOUTHWEST OF A YELLOW 12-INCH WELL SUPPLY PIPE, 2.4 FT (0.7 M)
 DP3979'WEST OF THE NORTHWEST WOODEN 6X6 POLE SHED POST AND 2.0 FT (0.6 M)
 DP3979'WEST OF A CARSONITE WITNESS POST.
 DP3979'
 DP3979'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3979'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3979
 DP3979                          STATION RECOVERY (2022)
 DP3979
 DP3979'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3979'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8654 ***********************************************************************
 DO8654  DESIGNATION -  23694 A
 DO8654  PID         -  DO8654
 DO8654  STATE/COUNTY-  FL/HIGHLANDS
 DO8654  COUNTRY     -  US
 DO8654  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DO8654
 DO8654                         *CURRENT SURVEY CONTROL
 DO8654  ______________________________________________________________________
 DO8654* NAD 83(1986) POSITION- 27 20 46.5    (N) 081 24 30.4    (W)   HD_HELD2
 DO8654* NAVD 88 ORTHO HEIGHT -    22.660 (meters)       74.34  (feet) ADJUSTED
 DO8654  ______________________________________________________________________
 DO8654  GEOID HEIGHT    -        -25.428 (meters)                     GEOID18
 DO8654  DYNAMIC HEIGHT  -         22.625 (meters)       74.23  (feet) COMP
 DO8654  MODELED GRAVITY -    979,131.0   (mgal)                       NAVD 88
 DO8654
 DO8654  VERT ORDER      -  FIRST     CLASS II
 DO8654
 DO8654.The horizontal coordinates were established by autonomous hand held GPS
 DO8654.observations and have an estimated accuracy of +/- 10 meters.
 DO8654
 DO8654.The orthometric height was determined by differential leveling and
 DO8654.adjusted by the NATIONAL GEODETIC SURVEY
 DO8654.in September 2013.
 DO8654
 DO8654.No vertical observational check was made to the station.
 DO8654
 DO8654.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8654.GEOID18 height accuracy estimate available here.
 DO8654
 DO8654.Click photographs - Photos may exist for this station.
 DO8654
 DO8654.The dynamic height is computed by dividing the NAVD 88
 DO8654.geopotential number by the normal gravity value computed on the
 DO8654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8654.degrees latitude (g = 980.6199 gals.).
 DO8654
 DO8654.The modeled gravity was interpolated from observed gravity values.
 DO8654
 DO8654;                    North         East    Units  Estimated Accuracy
 DO8654;SPC FL E     -   333,835.      159,587.      MT  (+/- 10 meters HH2 GPS)
 DO8654
 DO8654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5960024852(NAD 83)
 DO8654
 DO8654                          SUPERSEDED SURVEY CONTROL
 DO8654
 DO8654.No superseded survey control is available for this station.
 DO8654
 DO8654_MARKER: DD = SURVEY DISK
 DO8654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8654_STAMPING: 23694 A 2010
 DO8654_MARK LOGO: SWFWMD
 DO8654_PROJECTION: FLUSH
 DO8654_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO8654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8654+STABILITY: SURFACE MOTION
 DO8654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8654+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2022
 DO8654
 DO8654  HISTORY     - Date     Condition        Report By
 DO8654  HISTORY     - 20100803 MONUMENTED       SWFWMD
 DO8654  HISTORY     - 20120721 GOOD             FLDEP
 DO8654  HISTORY     - 20131011 GOOD             FLDEP
 DO8654  HISTORY     - 20220715 GOOD             GEOCAC
 DO8654
 DO8654                          STATION DESCRIPTION
 DO8654
 DO8654'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8654'THE MARK IS ABOUT 10.5 MI (16.9 KM) SOUTH OF SEBRING, 10.2 MI (16.4
 DO8654'KM) NORTH-NORTHWEST OF CHILDS, 4.6 MI (7.4 KM) NORTHWEST OF LAKE
 DO8654'PLACID, IN SECTION 15, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DO8654'
 DO8654'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DO8654'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO SOUTH ON U.S.
 DO8654'HIGHWAY 27 FOR 5.6 MI (9.0 KM) TO THE INTERSECTION OF LAKE FRANCIS
 DO8654'ROAD ON THE RIGHT AND LYKES ROAD ON THE LEFT.  TURN RIGHT ON LAKE
 DO8654'FRANCIS ROAD AND GO WEST AND SOUTH FOR 1.5 MI (2.4 KM) TO THE JUNCTION
 DO8654'OF LAKE FRANCIS DRIVE ON THE LEFT AND THE MARK, AN ALUMINUM ROD AND
 DO8654'DISK DRIVEN INTO THE GROUND AND ENCASED IN A 12-INCH (30 CM) DIAMETER
 DO8654'CONCRETE FILLED PVC PAIL FLUSH WITH THE GROUND AND LEVEL WITH LAKE
 DO8654'FRANCIS ROAD.
 DO8654'
 DO8654'LOCATED 48.1 FT (14.7 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DO8654'OF LAKE FRANCIS ROAD, 30.0 FT (9.1 M) EAST OF A PHONE PEDESTAL
 DO8654'NUMBERED 14342, 27.0 FT (8.2 M) SOUTHWEST OF THE APPROXIMATE
 DO8654'CENTERLINE OF LAKE FRANCIS DRIVE, 14.2 FT (4.3 M) EAST OF SURVEY MARK
 DO8654'23694 B AND 1.5 FT (0.5 M) WEST OF A WOODEN POWER POLE.
 DO8654'
 DO8654'NOTE UNKNOWN MAGNETISM.
 DO8654
 DO8654                          STATION RECOVERY (2013)
 DO8654
 DO8654'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO8654'RECOVERED AS DESCRIBED.
 DO8654
 DO8654                          STATION RECOVERY (2022)
 DO8654
 DO8654'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DO8654'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8655 ***********************************************************************
 DO8655  DESIGNATION -  23694 B
 DO8655  PID         -  DO8655
 DO8655  STATE/COUNTY-  FL/HIGHLANDS
 DO8655  COUNTRY     -  US
 DO8655  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DO8655
 DO8655                         *CURRENT SURVEY CONTROL
 DO8655  ______________________________________________________________________
 DO8655* NAD 83(1986) POSITION- 27 20 46.5    (N) 081 24 30.5    (W)   HD_HELD2
 DO8655* NAVD 88 ORTHO HEIGHT -    22.683 (meters)       74.42  (feet) ADJUSTED
 DO8655  ______________________________________________________________________
 DO8655  GEOID HEIGHT    -        -25.428 (meters)                     GEOID18
 DO8655  DYNAMIC HEIGHT  -         22.649 (meters)       74.31  (feet) COMP
 DO8655  MODELED GRAVITY -    979,131.0   (mgal)                       NAVD 88
 DO8655
 DO8655  VERT ORDER      -  FIRST     CLASS II
 DO8655
 DO8655.The horizontal coordinates were established by autonomous hand held GPS
 DO8655.observations and have an estimated accuracy of +/- 10 meters.
 DO8655
 DO8655.The orthometric height was determined by differential leveling and
 DO8655.adjusted by the NATIONAL GEODETIC SURVEY
 DO8655.in September 2013.
 DO8655
 DO8655.No vertical observational check was made to the station.
 DO8655
 DO8655.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8655.GEOID18 height accuracy estimate available here.
 DO8655
 DO8655.Click photographs - Photos may exist for this station.
 DO8655
 DO8655.The dynamic height is computed by dividing the NAVD 88
 DO8655.geopotential number by the normal gravity value computed on the
 DO8655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8655.degrees latitude (g = 980.6199 gals.).
 DO8655
 DO8655.The modeled gravity was interpolated from observed gravity values.
 DO8655
 DO8655;                    North         East    Units  Estimated Accuracy
 DO8655;SPC FL E     -   333,835.      159,584.      MT  (+/- 10 meters HH2 GPS)
 DO8655
 DO8655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5959824852(NAD 83)
 DO8655
 DO8655                          SUPERSEDED SURVEY CONTROL
 DO8655
 DO8655.No superseded survey control is available for this station.
 DO8655
 DO8655_MARKER: DD = SURVEY DISK
 DO8655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8655_STAMPING: 23694 B 2010
 DO8655_MARK LOGO: SWFWMD
 DO8655_PROJECTION: FLUSH
 DO8655_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO8655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8655+STABILITY: SURFACE MOTION
 DO8655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8655+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2022
 DO8655
 DO8655  HISTORY     - Date     Condition        Report By
 DO8655  HISTORY     - 20100803 MONUMENTED       SWFWMD
 DO8655  HISTORY     - 20120721 GOOD             FLDEP
 DO8655  HISTORY     - 20131011 GOOD             FLDEP
 DO8655  HISTORY     - 20220715 GOOD             GEOCAC
 DO8655
 DO8655                          STATION DESCRIPTION
 DO8655
 DO8655'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8655'THE MARK IS ABOUT 10.5 MI (16.9 KM) SOUTH OF SEBRING, 10.2 MI (16.4
 DO8655'KM) NORTH-NORTHWEST OF CHILDS, 4.6 MI (7.4 KM) NORTHWEST OF LAKE
 DO8655'PLACID, IN SECTION 15, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DO8655'
 DO8655'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DO8655'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO SOUTH ON U.S.
 DO8655'HIGHWAY 27 FOR 5.6 MI (9.0 KM) TO THE INTERSECTION OF LAKE FRANCIS
 DO8655'ROAD ON THE RIGHT AND LYKES ROAD ON THE LEFT.  TURN RIGHT ON LAKE
 DO8655'FRANCIS ROAD AND GO WEST AND SOUTH FOR 1.5 MI (2.4 KM) TO THE JUNCTION
 DO8655'OF LAKE FRANCIS DRIVE ON THE LEFT AND THE MARK, AN ALUMINUM ROD AND
 DO8655'DISK DRIVEN INTO THE GROUND AND ENCASED IN A 12-INCH (30 CM) DIAMETER
 DO8655'CONCRETE FILLED PVC PAIL FLUSH WITH THE GROUND AND LEVEL WITH LAKE
 DO8655'FRANCIS ROAD.
 DO8655'
 DO8655'LOCATED 40.4 FT (12.3 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DO8655'OF LAKE FRANCIS ROAD, 39.0 FT (11.9 M) SOUTHWEST OF THE APPROXIMATE
 DO8655'CENTERLINE OF LAKE FRANCIS DRIVE, 16.5 FT (5.0 M) EAST OF A PHONE
 DO8655'PEDESTAL NUMBERED 14342, 15.7 FT (4.8 M) WEST OF A WOODEN POWER POLE
 DO8655'AND 14.2 FT (4.3 M) WEST OF SURVEY MARK 23694 A.
 DO8655'
 DO8655'NOTE UNKNOWN MAGNETISM.
 DO8655
 DO8655                          STATION RECOVERY (2013)
 DO8655
 DO8655'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO8655'RECOVERED AS DESCRIBED.
 DO8655
 DO8655                          STATION RECOVERY (2022)
 DO8655
 DO8655'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DO8655'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3969 ***********************************************************************
 DP3969  DESIGNATION -  23696 A
 DP3969  PID         -  DP3969
 DP3969  STATE/COUNTY-  FL/HIGHLANDS
 DP3969  COUNTRY     -  US
 DP3969  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3969
 DP3969                         *CURRENT SURVEY CONTROL
 DP3969  ______________________________________________________________________
 DP3969* NAD 83(1986) POSITION- 27 20 23.9    (N) 081 25 47.5    (W)   HD_HELD2
 DP3969* NAVD 88 ORTHO HEIGHT -    22.749 (meters)       74.64  (feet) ADJUSTED
 DP3969  ______________________________________________________________________
 DP3969  GEOID HEIGHT    -        -25.372 (meters)                     GEOID18
 DP3969  DYNAMIC HEIGHT  -         22.714 (meters)       74.52  (feet) COMP
 DP3969  MODELED GRAVITY -    979,131.3   (mgal)                       NAVD 88
 DP3969
 DP3969  VERT ORDER      -  FIRST     CLASS II
 DP3969
 DP3969.The horizontal coordinates were established by autonomous hand held GPS
 DP3969.observations and have an estimated accuracy of +/- 10 meters.
 DP3969
 DP3969.The orthometric height was determined by differential leveling and
 DP3969.adjusted by the NATIONAL GEODETIC SURVEY
 DP3969.in December 2014.
 DP3969
 DP3969.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3969.GEOID18 height accuracy estimate available here.
 DP3969
 DP3969.Click photographs - Photos may exist for this station.
 DP3969
 DP3969.The dynamic height is computed by dividing the NAVD 88
 DP3969.geopotential number by the normal gravity value computed on the
 DP3969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3969.degrees latitude (g = 980.6199 gals.).
 DP3969
 DP3969.The modeled gravity was interpolated from observed gravity values.
 DP3969
 DP3969;                    North         East    Units  Estimated Accuracy
 DP3969;SPC FL E     -   333,146.      157,466.      MT  (+/- 10 meters HH2 GPS)
 DP3969
 DP3969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5748024164(NAD 83)
 DP3969
 DP3969                          SUPERSEDED SURVEY CONTROL
 DP3969
 DP3969.No superseded survey control is available for this station.
 DP3969
 DP3969_MARKER: DD = SURVEY DISK
 DP3969_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3969_STAMPING: 23696 A 2013
 DP3969_MARK LOGO: SWFWMD
 DP3969_PROJECTION: FLUSH
 DP3969_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3969_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3969+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2022
 DP3969_ROD/PIPE-DEPTH: 10.1 meters
 DP3969
 DP3969  HISTORY     - Date     Condition        Report By
 DP3969  HISTORY     - 20130813 MONUMENTED       FLDEP
 DP3969  HISTORY     - 20220807 GOOD             GEOCAC
 DP3969
 DP3969                          STATION DESCRIPTION
 DP3969
 DP3969'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3969'THE MARK IS ABOUT 10.7 MI (17.2 KM) SOUTH OF SEBRING, 10.4 MI (16.7
 DP3969'KM) NORTH-NORTHWEST OF CHILDS, 5.2 MI (8.4 KM) NORTHWEST OF LAKE
 DP3969'PLACID, IN SECTION 16, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3969'
 DP3969'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3969'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO WEST
 DP3969'AND NORTHWEST ON LAKE JUNE ROAD FOR 4.1 MI (6.6 KM) TO THE JUNCTION OF
 DP3969'MILLER AVENUE.  CONTINUE WEST ON MILLER AVENUE FOR 0.6 MI (1.0 KM) TO
 DP3969'THE INTERSECTION OF WILDFLOWER STREET.  TURN RIGHT ON WILDFLOWER
 DP3969'STREET AND GO NORTH FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF
 DP3969'BLUEBIRD AVENUE.  TURN RIGHT ON BLUEBIRD AVENUE AND GO EAST FOR 0.2 MI
 DP3969'(0.3 KM) TO A DEAD END CUL-DE-SAC AND THE MARK AHEAD, AN ALUMINUM ROD
 DP3969'DRIVEN TO REFUSAL AT A DEPTH OF 33.0 FT (10.1 M) WITH A SURVEY DISK
 DP3969'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP3969'1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DP3969'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF BLUEBIRD AVENUE.
 DP3969'
 DP3969'LOCATED 88.6 FT (27.0 M) EAST OF A 32-INCH (81 CM) DIAMETER PINE TREE,
 DP3969'85.5 FT (26.1 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF COUNTRY
 DP3969'WALK CLUBHOUSE, 73.0 FT (22.3 M) SOUTHEAST OF THE APPROXIMATE
 DP3969'CENTERLINE OF AN ASPHALT CUL-DE-SAC, 60.3 FT (18.4 M) WEST OF SURVEY
 DP3969'MARK 23696 B AND 2.4 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST.
 DP3969'
 DP3969'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3969'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3969
 DP3969                          STATION RECOVERY (2022)
 DP3969
 DP3969'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3969'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3970 ***********************************************************************
 DP3970  DESIGNATION -  23696 B
 DP3970  PID         -  DP3970
 DP3970  STATE/COUNTY-  FL/HIGHLANDS
 DP3970  COUNTRY     -  US
 DP3970  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3970
 DP3970                         *CURRENT SURVEY CONTROL
 DP3970  ______________________________________________________________________
 DP3970* NAD 83(1986) POSITION- 27 20 24.1    (N) 081 25 46.8    (W)   HD_HELD2
 DP3970* NAVD 88 ORTHO HEIGHT -    22.610 (meters)       74.18  (feet) ADJUSTED
 DP3970  ______________________________________________________________________
 DP3970  GEOID HEIGHT    -        -25.373 (meters)                     GEOID18
 DP3970  DYNAMIC HEIGHT  -         22.576 (meters)       74.07  (feet) COMP
 DP3970  MODELED GRAVITY -    979,131.3   (mgal)                       NAVD 88
 DP3970
 DP3970  VERT ORDER      -  FIRST     CLASS II
 DP3970
 DP3970.The horizontal coordinates were established by autonomous hand held GPS
 DP3970.observations and have an estimated accuracy of +/- 10 meters.
 DP3970
 DP3970.The orthometric height was determined by differential leveling and
 DP3970.adjusted by the NATIONAL GEODETIC SURVEY
 DP3970.in December 2014.
 DP3970
 DP3970.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3970.GEOID18 height accuracy estimate available here.
 DP3970
 DP3970.Click photographs - Photos may exist for this station.
 DP3970
 DP3970.The dynamic height is computed by dividing the NAVD 88
 DP3970.geopotential number by the normal gravity value computed on the
 DP3970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3970.degrees latitude (g = 980.6199 gals.).
 DP3970
 DP3970.The modeled gravity was interpolated from observed gravity values.
 DP3970
 DP3970;                    North         East    Units  Estimated Accuracy
 DP3970;SPC FL E     -   333,152.      157,485.      MT  (+/- 10 meters HH2 GPS)
 DP3970
 DP3970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5749924170(NAD 83)
 DP3970
 DP3970                          SUPERSEDED SURVEY CONTROL
 DP3970
 DP3970.No superseded survey control is available for this station.
 DP3970
 DP3970_MARKER: DD = SURVEY DISK
 DP3970_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3970_STAMPING: 23696 B 2013
 DP3970_MARK LOGO: SWFWMD
 DP3970_PROJECTION: RECESSED 8 CENTIMETERS
 DP3970_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3970+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2022
 DP3970_ROD/PIPE-DEPTH: 12.5 meters
 DP3970
 DP3970  HISTORY     - Date     Condition        Report By
 DP3970  HISTORY     - 20130813 MONUMENTED       FLDEP
 DP3970  HISTORY     - 20220807 GOOD             GEOCAC
 DP3970
 DP3970                          STATION DESCRIPTION
 DP3970
 DP3970'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3970'THE MARK IS ABOUT 10.7 MI (17.2 KM) SOUTH OF SEBRING, 10.4 MI (16.7
 DP3970'KM) NORTH-NORTHWEST OF CHILDS, 5.2 MI (8.4 KM) NORTHWEST OF LAKE
 DP3970'PLACID, IN SECTION 16, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3970'
 DP3970'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3970'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO WEST
 DP3970'AND NORTHWEST ON LAKE JUNE ROAD FOR 4.1 MI (6.6 KM) TO THE JUNCTION OF
 DP3970'MILLER AVENUE.  CONTINUE WEST ON MILLER AVENUE FOR 0.6 MI (1.0 KM) TO
 DP3970'THE INTERSECTION OF WILDFLOWER STREET.  TURN RIGHT ON WILDFLOWER
 DP3970'STREET AND GO NORTH FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF
 DP3970'BLUEBIRD AVENUE.  TURN RIGHT ON BLUEBIRD AVENUE AND GO EAST FOR 0.2 MI
 DP3970'(0.3 KM) TO A DEAD END CUL-DE-SAC AND THE MARK AHEAD, AN ALUMINUM ROD
 DP3970'DRIVEN TO REFUSAL AT A DEPTH OF 41.0 FT (12.5 M) WITH A SURVEY DISK
 DP3970'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP3970'1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DP3970'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF BLUEBIRD AVENUE.
 DP3970'
 DP3970'LOCATED 117.0 FT (35.7 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DP3970'AN ASPHALT CUL-DE-SAC, 76.7 FT (23.4 M) SOUTH OF THE SOUTHWEST CORNER
 DP3970'OF COUNTRY WALK CLUBHOUSE, 60.3 FT (18.4 M) EAST OF SURVEY MARK 23696
 DP3970'A AND 2.2 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST.
 DP3970'
 DP3970'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3970'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3970
 DP3970                          STATION RECOVERY (2022)
 DP3970
 DP3970'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3970'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3974 ***********************************************************************
 DP3974  DESIGNATION -  23698 A
 DP3974  PID         -  DP3974
 DP3974  STATE/COUNTY-  FL/HIGHLANDS
 DP3974  COUNTRY     -  US
 DP3974  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3974
 DP3974                         *CURRENT SURVEY CONTROL
 DP3974  ______________________________________________________________________
 DP3974* NAD 83(1986) POSITION- 27 20 28.6    (N) 081 27 56.6    (W)   HD_HELD2
 DP3974* NAVD 88 ORTHO HEIGHT -    38.899 (meters)      127.62  (feet) ADJUSTED
 DP3974  ______________________________________________________________________
 DP3974  GEOID HEIGHT    -        -25.324 (meters)                     GEOID18
 DP3974  DYNAMIC HEIGHT  -         38.840 (meters)      127.43  (feet) COMP
 DP3974  MODELED GRAVITY -    979,131.1   (mgal)                       NAVD 88
 DP3974
 DP3974  VERT ORDER      -  FIRST     CLASS II
 DP3974
 DP3974.The horizontal coordinates were established by autonomous hand held GPS
 DP3974.observations and have an estimated accuracy of +/- 10 meters.
 DP3974
 DP3974.The orthometric height was determined by differential leveling and
 DP3974.adjusted by the NATIONAL GEODETIC SURVEY
 DP3974.in December 2014.
 DP3974
 DP3974.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3974.GEOID18 height accuracy estimate available here.
 DP3974
 DP3974.Click photographs - Photos may exist for this station.
 DP3974
 DP3974.The dynamic height is computed by dividing the NAVD 88
 DP3974.geopotential number by the normal gravity value computed on the
 DP3974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3974.degrees latitude (g = 980.6199 gals.).
 DP3974
 DP3974.The modeled gravity was interpolated from observed gravity values.
 DP3974
 DP3974;                    North         East    Units  Estimated Accuracy
 DP3974;SPC FL E     -   333,304.      153,918.      MT  (+/- 10 meters HH2 GPS)
 DP3974
 DP3974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5393324321(NAD 83)
 DP3974
 DP3974                          SUPERSEDED SURVEY CONTROL
 DP3974
 DP3974.No superseded survey control is available for this station.
 DP3974
 DP3974_MARKER: DD = SURVEY DISK
 DP3974_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3974_STAMPING: 23698 A 2013
 DP3974_MARK LOGO: SWFWMD
 DP3974_PROJECTION: RECESSED 8 CENTIMETERS
 DP3974_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3974+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2022
 DP3974_ROD/PIPE-DEPTH: 15.8 meters
 DP3974
 DP3974  HISTORY     - Date     Condition        Report By
 DP3974  HISTORY     - 20130813 MONUMENTED       FLDEP
 DP3974  HISTORY     - 20220807 GOOD             GEOCAC
 DP3974
 DP3974                          STATION DESCRIPTION
 DP3974
 DP3974'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3974'THE MARK IS ABOUT 10.7 MI (17.2 KM) SOUTH OF SEBRING, 9.0 MI (14.5 KM)
 DP3974'SOUTHEAST OF CREWSVILLE, 7.1 MI (11.4 KM) WEST-NORTHWEST OF LAKE
 DP3974'PLACID, IN SECTION 13, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3974'
 DP3974'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3974'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO WEST
 DP3974'AND NORTHWEST ON LAKE JUNE ROAD FOR 4.1 MI (6.6 KM) TO THE JUNCTION OF
 DP3974'MILLER AVENUE.  CONTINUE WEST ON MILLER AVENUE FOR 2.65 MI (4.3 KM) TO
 DP3974'THE JUNCTION OF HENSCRATCH ROAD ON THE RIGHT.  TURN RIGHT ON
 DP3974'HENSCRATCH ROAD AND GO NORTH FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF
 DP3974'BLUEBIRD AVENUE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM
 DP3974'ROD DRIVEN TO REFUSAL AT A DEPTH OF 52.0 FT (15.8 M) WITH A SURVEY
 DP3974'DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DP3974'ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF
 DP3974'THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF HENSCRATCH
 DP3974'ROAD.
 DP3974'
 DP3974'LOCATED 95.0 FT (29.0 M) EAST-SOUTHEAST OF SURVEY MARK 23698 B, 52.5
 DP3974'FT (16.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF BLUEBIRD AVENUE,
 DP3974'33.0 FT (10.1 M) EAST OF THE APPROXIMATE CENTERLINE OF HENSCRATCH
 DP3974'ROAD, 4.0 FT (1.2 M) SOUTH OF A WELL CASING AND 2.7 FT (0.8 M) SOUTH
 DP3974'OF A CARSONITE WITNESS POST.
 DP3974'
 DP3974'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3974'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3974
 DP3974                          STATION RECOVERY (2022)
 DP3974
 DP3974'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3974'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3975 ***********************************************************************
 DP3975  DESIGNATION -  23698 B
 DP3975  PID         -  DP3975
 DP3975  STATE/COUNTY-  FL/HIGHLANDS
 DP3975  COUNTRY     -  US
 DP3975  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3975
 DP3975                         *CURRENT SURVEY CONTROL
 DP3975  ______________________________________________________________________
 DP3975* NAD 83(1986) POSITION- 27 20 29.0    (N) 081 27 57.6    (W)   HD_HELD2
 DP3975* NAVD 88 ORTHO HEIGHT -    38.738 (meters)      127.09  (feet) ADJUSTED
 DP3975  ______________________________________________________________________
 DP3975  GEOID HEIGHT    -        -25.324 (meters)                     GEOID18
 DP3975  DYNAMIC HEIGHT  -         38.680 (meters)      126.90  (feet) COMP
 DP3975  MODELED GRAVITY -    979,131.1   (mgal)                       NAVD 88
 DP3975
 DP3975  VERT ORDER      -  FIRST     CLASS II
 DP3975
 DP3975.The horizontal coordinates were established by autonomous hand held GPS
 DP3975.observations and have an estimated accuracy of +/- 10 meters.
 DP3975
 DP3975.The orthometric height was determined by differential leveling and
 DP3975.adjusted by the NATIONAL GEODETIC SURVEY
 DP3975.in December 2014.
 DP3975
 DP3975.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3975.GEOID18 height accuracy estimate available here.
 DP3975
 DP3975.Click photographs - Photos may exist for this station.
 DP3975
 DP3975.The dynamic height is computed by dividing the NAVD 88
 DP3975.geopotential number by the normal gravity value computed on the
 DP3975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3975.degrees latitude (g = 980.6199 gals.).
 DP3975
 DP3975.The modeled gravity was interpolated from observed gravity values.
 DP3975
 DP3975;                    North         East    Units  Estimated Accuracy
 DP3975;SPC FL E     -   333,316.      153,890.      MT  (+/- 10 meters HH2 GPS)
 DP3975
 DP3975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5390524334(NAD 83)
 DP3975
 DP3975                          SUPERSEDED SURVEY CONTROL
 DP3975
 DP3975.No superseded survey control is available for this station.
 DP3975
 DP3975_MARKER: DD = SURVEY DISK
 DP3975_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3975_STAMPING: 23698 B 2013
 DP3975_MARK LOGO: SWFWMD
 DP3975_PROJECTION: RECESSED 8 CENTIMETERS
 DP3975_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3975_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3975+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2022
 DP3975_ROD/PIPE-DEPTH: 11.9 meters
 DP3975
 DP3975  HISTORY     - Date     Condition        Report By
 DP3975  HISTORY     - 20130813 MONUMENTED       FLDEP
 DP3975  HISTORY     - 20220807 GOOD             GEOCAC
 DP3975
 DP3975                          STATION DESCRIPTION
 DP3975
 DP3975'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3975'THE MARK IS ABOUT 10.7 MI (17.2 KM) SOUTH OF SEBRING, 9.0 MI (14.5 KM)
 DP3975'SOUTHEAST OF CREWSVILLE, 7.1 MI (11.4 KM) WEST-NORTHWEST OF LAKE
 DP3975'PLACID, IN SECTION 13, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3975'
 DP3975'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3975'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO WEST
 DP3975'AND NORTHWEST ON LAKE JUNE ROAD FOR 4.1 MI (6.6 KM) TO THE JUNCTION OF
 DP3975'MILLER AVENUE.  CONTINUE WEST ON MILLER AVENUE FOR 2.65 MI (4.3 KM) TO
 DP3975'THE JUNCTION OF HENSCRATCH ROAD ON THE RIGHT.  TURN RIGHT ON
 DP3975'HENSCRATCH ROAD AND GO NORTH FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF
 DP3975'BLUEBIRD AVENUE ON THE RIGHT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DP3975'DRIVEN TO REFUSAL AT A DEPTH OF 39.0 FT (11.9 M) WITH A SURVEY DISK
 DP3975'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP3975'1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DP3975'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF HENSCRATCH ROAD.
 DP3975'
 DP3975'LOCATED 95.0 FT (29.0 M) WEST-NORTHWEST OF SURVEY MARK 23698 A, 97.0
 DP3975'FT (29.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE DIRT DRIVEWAY
 DP3975'AT 404 HENSCRATCH ROAD, 85.0 FT (25.9 M) NORTH OF THE APPROXIMATE
 DP3975'EXTENDED CENTERLINE OF BLUEBIRD AVENUE, 55.3 FT (16.9 M) WEST OF THE
 DP3975'APPROXIMATE CENTERLINE OF HENSCRATCH ROAD, 38.6 FT (11.8 M) SOUTH OF A
 DP3975'HIGH VOLTAGE METAL POWER POLE LABELED AFC204, 2.4 FT (0.7 M) EAST OF A
 DP3975'BARB WIRE FENCE AND 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
 DP3975'
 DP3975'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3975'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3975
 DP3975                          STATION RECOVERY (2022)
 DP3975
 DP3975'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3975'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0071 ***********************************************************************
 AL0071  DESIGNATION -  237
 AL0071  PID         -  AL0071
 AL0071  STATE/COUNTY-  FL/PINELLAS
 AL0071  COUNTRY     -  US
 AL0071  USGS QUAD   -  OLDSMAR (2018)
 AL0071
 AL0071                         *CURRENT SURVEY CONTROL
 AL0071  ______________________________________________________________________
 AL0071* NAD 83(1986) POSITION- 28 06 49.     (N) 082 44 23.     (W)   SCALED
 AL0071* NAVD 88 ORTHO HEIGHT -     2.076 (meters)        6.81  (feet) ADJUSTED
 AL0071  ______________________________________________________________________
 AL0071  GEOID HEIGHT    -        -25.043 (meters)                     GEOID18
 AL0071  DYNAMIC HEIGHT  -          2.073 (meters)        6.80  (feet) COMP
 AL0071  MODELED GRAVITY -    979,192.9   (mgal)                       NAVD 88
 AL0071
 AL0071  VERT ORDER      -  SECOND    CLASS II
 AL0071
 AL0071.The horizontal coordinates were scaled from a map and have
 AL0071.an estimated accuracy of +/- 6 seconds.
 AL0071
 AL0071.The orthometric height was determined by differential leveling and
 AL0071.adjusted by the NATIONAL GEODETIC SURVEY
 AL0071.in June 1991.
 AL0071
 AL0071.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0071.GEOID18 height accuracy estimate available here.
 AL0071
 AL0071.Click photographs - Photos may exist for this station.
 AL0071
 AL0071.The dynamic height is computed by dividing the NAVD 88
 AL0071.geopotential number by the normal gravity value computed on the
 AL0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0071.degrees latitude (g = 980.6199 gals.).
 AL0071
 AL0071.The modeled gravity was interpolated from observed gravity values.
 AL0071
 AL0071;                    North         East    Units  Estimated Accuracy
 AL0071;SPC FL W     -   419,020.      127,320.      MT  (+/- 180 meters Scaled)
 AL0071
 AL0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291110(NAD 83)
 AL0071
 AL0071                          SUPERSEDED SURVEY CONTROL
 AL0071
 AL0071  NGVD 29 (??/??/92)    2.335  (m)            7.66   (f) ADJ UNCH    2 2
 AL0071
 AL0071.Superseded values are not recommended for survey control.
 AL0071
 AL0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0071.See file dsdata.pdf to determine how the superseded data were derived.
 AL0071
 AL0071_MARKER: DD = SURVEY DISK
 AL0071_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0071_SP_SET: CULVERT HEADWALL
 AL0071_STAMPING: 237
 AL0071_MARK LOGO: FLSRD
 AL0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0071+STABILITY: SURFACE MOTION
 AL0071
 AL0071  HISTORY     - Date     Condition        Report By
 AL0071  HISTORY     - UNK      MONUMENTED       FLHD
 AL0071  HISTORY     - 1976     GOOD             FLDT
 AL0071  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0071
 AL0071                          STATION DESCRIPTION
 AL0071
 AL0071'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0071'1.1 MI S FROM TARPON SPRINGS.
 AL0071'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0071'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 2.4 MILE.
 AL0071'STATION ON LEFT, 58.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0071'102.0 FT. SOUTH OF THE CENTERLINE OF CYPRESS RD.  SET IN TOP OF
 AL0071'A CONCRETE HEADWALL.  SECTION 30, T27S, R16E.
 AL0071
 AL0071                          STATION RECOVERY (1984)
 AL0071
 AL0071'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0071'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3972 ***********************************************************************
 DP3972  DESIGNATION -  23700 A
 DP3972  PID         -  DP3972
 DP3972  STATE/COUNTY-  FL/HIGHLANDS
 DP3972  COUNTRY     -  US
 DP3972  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3972
 DP3972                         *CURRENT SURVEY CONTROL
 DP3972  ______________________________________________________________________
 DP3972* NAD 83(1986) POSITION- 27 20 56.4    (N) 081 26 33.9    (W)   HD_HELD2
 DP3972* NAVD 88 ORTHO HEIGHT -    31.323 (meters)      102.77  (feet) ADJUSTED
 DP3972  ______________________________________________________________________
 DP3972  GEOID HEIGHT    -        -25.384 (meters)                     GEOID18
 DP3972  DYNAMIC HEIGHT  -         31.276 (meters)      102.61  (feet) COMP
 DP3972  MODELED GRAVITY -    979,130.8   (mgal)                       NAVD 88
 DP3972
 DP3972  VERT ORDER      -  FIRST     CLASS II
 DP3972
 DP3972.The horizontal coordinates were established by autonomous hand held GPS
 DP3972.observations and have an estimated accuracy of +/- 10 meters.
 DP3972
 DP3972.The orthometric height was determined by differential leveling and
 DP3972.adjusted by the NATIONAL GEODETIC SURVEY
 DP3972.in December 2014.
 DP3972
 DP3972.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3972.GEOID18 height accuracy estimate available here.
 DP3972
 DP3972.Click photographs - Photos may exist for this station.
 DP3972
 DP3972.The dynamic height is computed by dividing the NAVD 88
 DP3972.geopotential number by the normal gravity value computed on the
 DP3972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3972.degrees latitude (g = 980.6199 gals.).
 DP3972
 DP3972.The modeled gravity was interpolated from observed gravity values.
 DP3972
 DP3972;                    North         East    Units  Estimated Accuracy
 DP3972;SPC FL E     -   334,151.      156,194.      MT  (+/- 10 meters HH2 GPS)
 DP3972
 DP3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5620825168(NAD 83)
 DP3972
 DP3972                          SUPERSEDED SURVEY CONTROL
 DP3972
 DP3972.No superseded survey control is available for this station.
 DP3972
 DP3972_MARKER: DD = SURVEY DISK
 DP3972_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3972_STAMPING: 23700 A 2013
 DP3972_MARK LOGO: SWFWMD
 DP3972_PROJECTION: RECESSED 8 CENTIMETERS
 DP3972_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3972+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2022
 DP3972_ROD/PIPE-DEPTH: 14.8 meters
 DP3972
 DP3972  HISTORY     - Date     Condition        Report By
 DP3972  HISTORY     - 20130813 MONUMENTED       FLDEP
 DP3972  HISTORY     - 20220807 GOOD             GEOCAC
 DP3972
 DP3972                          STATION DESCRIPTION
 DP3972
 DP3972'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3972'THE MARK IS ABOUT 10.1 MI (16.3 KM) SOUTH OF SEBRING, 9.9 MI (15.9 KM)
 DP3972'EAST-SOUTHEAST OF CREWSVILLE, 6.2 MI (10.0 KM) NORTHWEST OF LAKE
 DP3972'PLACID, IN SECTION 17, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3972'
 DP3972'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3972'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO WEST
 DP3972'AND NORTHWEST ON LAKE JUNE ROAD FOR 4.1 MI (6.6 KM) TO THE JUNCTION OF
 DP3972'MILLER AVENUE.  CONTINUE WEST ON MILLER AVENUE FOR 1.6 MI (2.6 KM) TO
 DP3972'THE INTERSECTION OF DURRANCE ROAD.  TURN RIGHT ON DURRANCE ROAD AND GO
 DP3972'NORTH FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF PASO FINO DRIVE.
 DP3972'TURN RIGHT ON PASO FINO DRIVE AND GO EAST FOR 0.2 MI (0.3 KM) TO THE
 DP3972'JUNCTION OF POPPINJAY AVENUE.  TURN LEFT ON POPPINJAY AVENUE AND GO
 DP3972'NORTHEAST FOR 0.2 MI (0.3 KM) TO A RESIDENCE AT 3318 POPPINJAY AVENUE
 DP3972'(OWNER-JIM CASEY) ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM
 DP3972'ROD DRIVEN TO REFUSAL AT A DEPTH OF 48.5 FT (14.8 M) WITH A SURVEY
 DP3972'DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DP3972'ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF
 DP3972'THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF POPPINJAY
 DP3972'AVENUE.
 DP3972'
 DP3972'LOCATED 98.3 FT (30.0 M) WEST OF SURVEY MARK 23700 B, 62.0 FT (18.9 M)
 DP3972'SOUTH OF THE APPROXIMATE CENTERLINE OF THE CONCRETE DRIVEWAY AT 3318
 DP3972'POPPINJAY AVENUE, 36.2 FT (11.0 M) EAST OF THE APPROXIMATE CENTERLINE
 DP3972'OF POPPINJAY AVENUE, 13.4 FT (4.1 M) WEST OF A 20-INCH (51 CM)
 DP3972'DIAMETER PINE TREE AND 2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS
 DP3972'POST.
 DP3972'
 DP3972'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3972'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3972
 DP3972                          STATION RECOVERY (2022)
 DP3972
 DP3972'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3972'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3973 ***********************************************************************
 DP3973  DESIGNATION -  23700 B
 DP3973  PID         -  DP3973
 DP3973  STATE/COUNTY-  FL/HIGHLANDS
 DP3973  COUNTRY     -  US
 DP3973  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3973
 DP3973                         *CURRENT SURVEY CONTROL
 DP3973  ______________________________________________________________________
 DP3973* NAD 83(1986) POSITION- 27 20 56.6    (N) 081 26 32.9    (W)   HD_HELD2
 DP3973* NAVD 88 ORTHO HEIGHT -    30.447 (meters)       99.89  (feet) ADJUSTED
 DP3973  ______________________________________________________________________
 DP3973  GEOID HEIGHT    -        -25.385 (meters)                     GEOID18
 DP3973  DYNAMIC HEIGHT  -         30.401 (meters)       99.74  (feet) COMP
 DP3973  MODELED GRAVITY -    979,130.8   (mgal)                       NAVD 88
 DP3973
 DP3973  VERT ORDER      -  FIRST     CLASS II
 DP3973
 DP3973.The horizontal coordinates were established by autonomous hand held GPS
 DP3973.observations and have an estimated accuracy of +/- 10 meters.
 DP3973
 DP3973.The orthometric height was determined by differential leveling and
 DP3973.adjusted by the NATIONAL GEODETIC SURVEY
 DP3973.in December 2014.
 DP3973
 DP3973.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3973.GEOID18 height accuracy estimate available here.
 DP3973
 DP3973.Click photographs - Photos may exist for this station.
 DP3973
 DP3973.The dynamic height is computed by dividing the NAVD 88
 DP3973.geopotential number by the normal gravity value computed on the
 DP3973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3973.degrees latitude (g = 980.6199 gals.).
 DP3973
 DP3973.The modeled gravity was interpolated from observed gravity values.
 DP3973
 DP3973;                    North         East    Units  Estimated Accuracy
 DP3973;SPC FL E     -   334,157.      156,221.      MT  (+/- 10 meters HH2 GPS)
 DP3973
 DP3973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5623625174(NAD 83)
 DP3973
 DP3973                          SUPERSEDED SURVEY CONTROL
 DP3973
 DP3973.No superseded survey control is available for this station.
 DP3973
 DP3973_MARKER: DD = SURVEY DISK
 DP3973_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3973_STAMPING: 23700 B 2013
 DP3973_MARK LOGO: SWFWMD
 DP3973_PROJECTION: RECESSED 8 CENTIMETERS
 DP3973_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3973+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2022
 DP3973_ROD/PIPE-DEPTH: 7.0 meters
 DP3973
 DP3973  HISTORY     - Date     Condition        Report By
 DP3973  HISTORY     - 20130813 MONUMENTED       FLDEP
 DP3973  HISTORY     - 20220807 GOOD             GEOCAC
 DP3973
 DP3973                          STATION DESCRIPTION
 DP3973
 DP3973'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3973'THE MARK IS ABOUT 10.1 MI (16.3 KM) SOUTH OF SEBRING, 9.9 MI (15.9 KM)
 DP3973'EAST-SOUTHEAST OF CREWSVILLE, 6.2 MI (10.0 KM) NORTHWEST OF LAKE
 DP3973'PLACID, IN SECTION 17, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3973'
 DP3973'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3973'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO WEST
 DP3973'AND NORTHWEST ON LAKE JUNE ROAD FOR 4.1 MI (6.6 KM) TO THE JUNCTION OF
 DP3973'MILLER AVENUE.  CONTINUE WEST ON MILLER AVENUE FOR 1.6 MI (2.6 KM) TO
 DP3973'THE INTERSECTION OF DURRANCE ROAD.  TURN RIGHT ON DURRANCE ROAD AND GO
 DP3973'NORTH FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF PASO FINO DRIVE.
 DP3973'TURN RIGHT ON PASO FINO DRIVE AND GO EAST FOR 0.2 MI (0.3 KM) TO THE
 DP3973'JUNCTION OF POPPINJAY AVENUE.  TURN LEFT ON POPPINJAY AVENUE AND GO
 DP3973'NORTHEAST FOR 0.2 MI (0.3 KM) TO THE RESIDENCE AT 3318 POPPINJAY
 DP3973'AVENUE (OWNER-JIM CASEY) ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DP3973'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.0 FT (7.0 M) WITH A
 DP3973'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP3973'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE
 DP3973'LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF
 DP3973'POPPINJAY AVENUE.
 DP3973'
 DP3973'LOCATED 133.0 FT (40.5 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DP3973'POPPINJAY AVENUE, 98.3 FT (30.0 M) EAST OF SURVEY MARK 23700 A, 50.5
 DP3973'FT (15.4 M) SOUTH OF THE SOUTHEAST CORNER OF A SCREENED PORCH AT 3318
 DP3973'POPPINJAY AVENUE AND 2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST.
 DP3973'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3973'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3973
 DP3973                          STATION RECOVERY (2022)
 DP3973
 DP3973'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3973'THE MARK IS 3.9 FT (1.2 M) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3961 ***********************************************************************
 DP3961  DESIGNATION -  23712 A
 DP3961  PID         -  DP3961
 DP3961  STATE/COUNTY-  FL/HIGHLANDS
 DP3961  COUNTRY     -  US
 DP3961  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3961
 DP3961                         *CURRENT SURVEY CONTROL
 DP3961  ______________________________________________________________________
 DP3961* NAD 83(1986) POSITION- 27 20 58.9    (N) 081 23 51.7    (W)   HD_HELD2
 DP3961* NAVD 88 ORTHO HEIGHT -    21.751 (meters)       71.36  (feet) ADJUSTED
 DP3961  ______________________________________________________________________
 DP3961  GEOID HEIGHT    -        -25.458 (meters)                     GEOID18
 DP3961  DYNAMIC HEIGHT  -         21.718 (meters)       71.25  (feet) COMP
 DP3961  MODELED GRAVITY -    979,130.7   (mgal)                       NAVD 88
 DP3961
 DP3961  VERT ORDER      -  FIRST     CLASS II
 DP3961
 DP3961.The horizontal coordinates were established by autonomous hand held GPS
 DP3961.observations and have an estimated accuracy of +/- 10 meters.
 DP3961
 DP3961.The orthometric height was determined by differential leveling and
 DP3961.adjusted by the NATIONAL GEODETIC SURVEY
 DP3961.in December 2014.
 DP3961
 DP3961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3961.GEOID18 height accuracy estimate available here.
 DP3961
 DP3961.Click photographs - Photos may exist for this station.
 DP3961
 DP3961.The dynamic height is computed by dividing the NAVD 88
 DP3961.geopotential number by the normal gravity value computed on the
 DP3961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3961.degrees latitude (g = 980.6199 gals.).
 DP3961
 DP3961.The modeled gravity was interpolated from observed gravity values.
 DP3961
 DP3961;                    North         East    Units  Estimated Accuracy
 DP3961;SPC FL E     -   334,213.      160,652.      MT  (+/- 10 meters HH2 GPS)
 DP3961
 DP3961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6066525230(NAD 83)
 DP3961
 DP3961                          SUPERSEDED SURVEY CONTROL
 DP3961
 DP3961.No superseded survey control is available for this station.
 DP3961
 DP3961_MARKER: DD = SURVEY DISK
 DP3961_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3961_STAMPING: 23712 A 2013
 DP3961_MARK LOGO: SWFWMD
 DP3961_PROJECTION: RECESSED 5 CENTIMETERS
 DP3961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3961+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2022
 DP3961_ROD/PIPE-DEPTH: 11.4 meters
 DP3961
 DP3961  HISTORY     - Date     Condition        Report By
 DP3961  HISTORY     - 20130827 MONUMENTED       FLDEP
 DP3961  HISTORY     - 20220715 GOOD             GEOCAC
 DP3961
 DP3961                          STATION DESCRIPTION
 DP3961
 DP3961'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3961'THE MARK IS ABOUT 10.4 MI (16.7 KM) SOUTH-SOUTHEAST OF SEBRING, 10.2
 DP3961'MI (16.4 KM) NORTH-NORTHWEST OF CHILDS, 4.5 MI (7.2 KM)
 DP3961'NORTH-NORTHWEST OF LAKE PLACID, IN SECTION 14, TOWNSHIP 36 SOUTH,
 DP3961'RANGE 29 EAST.
 DP3961'
 DP3961'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3961'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO
 DP3961'NORTHWEST ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0 KM) TO THE INTERSECTION
 DP3961'OF LYKES ROAD ON THE RIGHT AND LAKE FRANCIS ROAD ON THE LEFT.  TURN
 DP3961'LEFT ON LAKE FRANCIS ROAD AND GO WEST FOR 0.55 MI (0.9 KM) TO THE
 DP3961'JUNCTION OF CITRUS LAKES DRIVE ON THE LEFT.  TURN LEFT ON CITRUS LAKES
 DP3961'DRIVE AND GO SOUTH FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF GRAPE LANE
 DP3961'ON THE LEFT.  TURN LEFT ON GRAPE LANE AND GO EAST FOR ABOUT 175.0 FT
 DP3961'(53.3 M) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DP3961'AT A DEPTH OF 37.3 FT (11.4 M) WITH A SURVEY DISK SET ON THE TOP AND
 DP3961'IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M)
 DP3961'DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DP3961'3.0 FT (0.9 M) BELOW THE LEVEL OF GRAPE LANE.
 DP3961'
 DP3961'LOCATED 79.0 FT (24.1 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DP3961'DRIVEWAY AT 15 GRAPE LANE, 63.0 FT (19.2 M) WEST OF SURVEY MARK 23712
 DP3961'B, 22.1 FT (6.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF GRAPE LANE,
 DP3961'5.0 FT (1.5 M) SOUTH OF A WOODEN POWER POLE NUMBERED 6-11087, 4.3 FT
 DP3961'(1.3 M) NORTHEAST OF THE CHAIN LINK FENCE CORNER POST, 1.8 FT (0.5 M)
 DP3961'NORTH OF THE CHAIN LINK FENCE AND 1.6 FT (0.5 M) NORTH OF A CARSONITE
 DP3961'WITNESS POST.
 DP3961'
 DP3961'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3961'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3961
 DP3961                          STATION RECOVERY (2022)
 DP3961
 DP3961'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3961'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3962 ***********************************************************************
 DP3962  DESIGNATION -  23712 B
 DP3962  PID         -  DP3962
 DP3962  STATE/COUNTY-  FL/HIGHLANDS
 DP3962  COUNTRY     -  US
 DP3962  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3962
 DP3962                         *CURRENT SURVEY CONTROL
 DP3962  ______________________________________________________________________
 DP3962* NAD 83(1986) POSITION- 27 20 58.9    (N) 081 23 51.1    (W)   HD_HELD2
 DP3962* NAVD 88 ORTHO HEIGHT -    22.193 (meters)       72.81  (feet) ADJUSTED
 DP3962  ______________________________________________________________________
 DP3962  GEOID HEIGHT    -        -25.458 (meters)                     GEOID18
 DP3962  DYNAMIC HEIGHT  -         22.159 (meters)       72.70  (feet) COMP
 DP3962  MODELED GRAVITY -    979,130.7   (mgal)                       NAVD 88
 DP3962
 DP3962  VERT ORDER      -  FIRST     CLASS II
 DP3962
 DP3962.The horizontal coordinates were established by autonomous hand held GPS
 DP3962.observations and have an estimated accuracy of +/- 10 meters.
 DP3962
 DP3962.The orthometric height was determined by differential leveling and
 DP3962.adjusted by the NATIONAL GEODETIC SURVEY
 DP3962.in December 2014.
 DP3962
 DP3962.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3962.GEOID18 height accuracy estimate available here.
 DP3962
 DP3962.Click photographs - Photos may exist for this station.
 DP3962
 DP3962.The dynamic height is computed by dividing the NAVD 88
 DP3962.geopotential number by the normal gravity value computed on the
 DP3962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3962.degrees latitude (g = 980.6199 gals.).
 DP3962
 DP3962.The modeled gravity was interpolated from observed gravity values.
 DP3962
 DP3962;                    North         East    Units  Estimated Accuracy
 DP3962;SPC FL E     -   334,213.      160,668.      MT  (+/- 10 meters HH2 GPS)
 DP3962
 DP3962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6068125230(NAD 83)
 DP3962
 DP3962                          SUPERSEDED SURVEY CONTROL
 DP3962
 DP3962.No superseded survey control is available for this station.
 DP3962
 DP3962_MARKER: DD = SURVEY DISK
 DP3962_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3962_STAMPING: 23712 B 2013
 DP3962_MARK LOGO: SWFWMD
 DP3962_PROJECTION: RECESSED 5 CENTIMETERS
 DP3962_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3962+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2022
 DP3962_ROD/PIPE-DEPTH: 9.4 meters
 DP3962
 DP3962  HISTORY     - Date     Condition        Report By
 DP3962  HISTORY     - 20130827 MONUMENTED       FLDEP
 DP3962  HISTORY     - 20220715 GOOD             GEOCAC
 DP3962
 DP3962                          STATION DESCRIPTION
 DP3962
 DP3962'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3962'THE MARK IS ABOUT 10.4 MI (16.7 KM) SOUTH-SOUTHEAST OF SEBRING, 10.2
 DP3962'MI (16.4 KM) NORTH-NORTHWEST OF CHILDS, 4.5 MI (7.2 KM)
 DP3962'NORTH-NORTHWEST OF LAKE PLACID, IN SECTION 14, TOWNSHIP 36 SOUTH,
 DP3962'RANGE 29 EAST.
 DP3962'
 DP3962'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3962'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO
 DP3962'NORTHWEST ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0 KM) TO THE INTERSECTION
 DP3962'OF LYKES ROAD ON THE RIGHT AND LAKE FRANCIS ROAD ON THE LEFT.  TURN
 DP3962'LEFT ON LAKE FRANCIS ROAD AND GO WEST FOR 0.55 MI (0.9 KM) TO THE
 DP3962'JUNCTION OF CITRUS LAKES DRIVE ON THE LEFT.  TURN LEFT ON CITRUS LAKES
 DP3962'DRIVE AND GO SOUTH FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF GRAPE LANE
 DP3962'ON THE LEFT.  TURN LEFT ON GRAPE LANE AND GO EAST FOR ABOUT 240.0 FT
 DP3962'(73.2 M) TO THE DRIVEWAY AT 15 GRAPE LANE ON THE RIGHT AND THE MARK ON
 DP3962'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 31.0 FT
 DP3962'(9.4 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP3962'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6
 DP3962'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE
 DP3962'LEVEL OF GRAPE LANE.
 DP3962'
 DP3962'LOCATED 63.0 FT (19.2 M) EAST OF SURVEY MARK 23712 A, 22.2 FT (6.8 M)
 DP3962'SOUTH OF THE APPROXIMATE CENTERLINE OF GRAPE LANE, 16.0 FT (4.9 M)
 DP3962'WEST OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY AT 15 GRAPE LANE,
 DP3962'1.8 FT (0.5 M) NORTH OF THE CHAIN LINK FENCE AND 1.5 FT (0.5 M) NORTH
 DP3962'OF A CARSONITE WITNESS POST.
 DP3962'
 DP3962'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3962'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3962
 DP3962                          STATION RECOVERY (2022)
 DP3962
 DP3962'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3962'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3976 ***********************************************************************
 DP3976  DESIGNATION -  23714 A
 DP3976  PID         -  DP3976
 DP3976  STATE/COUNTY-  FL/HIGHLANDS
 DP3976  COUNTRY     -  US
 DP3976  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3976
 DP3976                         *CURRENT SURVEY CONTROL
 DP3976  ______________________________________________________________________
 DP3976* NAD 83(1986) POSITION- 27 20 53.0    (N) 081 23 21.7    (W)   HD_HELD2
 DP3976* NAVD 88 ORTHO HEIGHT -    22.438 (meters)       73.62  (feet) ADJUSTED
 DP3976  ______________________________________________________________________
 DP3976  GEOID HEIGHT    -        -25.466 (meters)                     GEOID18
 DP3976  DYNAMIC HEIGHT  -         22.404 (meters)       73.50  (feet) COMP
 DP3976  MODELED GRAVITY -    979,130.8   (mgal)                       NAVD 88
 DP3976
 DP3976  VERT ORDER      -  FIRST     CLASS II
 DP3976
 DP3976.The horizontal coordinates were established by autonomous hand held GPS
 DP3976.observations and have an estimated accuracy of +/- 10 meters.
 DP3976
 DP3976.The orthometric height was determined by differential leveling and
 DP3976.adjusted by the NATIONAL GEODETIC SURVEY
 DP3976.in December 2014.
 DP3976
 DP3976.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3976.GEOID18 height accuracy estimate available here.
 DP3976
 DP3976.Click photographs - Photos may exist for this station.
 DP3976
 DP3976.The dynamic height is computed by dividing the NAVD 88
 DP3976.geopotential number by the normal gravity value computed on the
 DP3976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3976.degrees latitude (g = 980.6199 gals.).
 DP3976
 DP3976.The modeled gravity was interpolated from observed gravity values.
 DP3976
 DP3976;                    North         East    Units  Estimated Accuracy
 DP3976;SPC FL E     -   334,029.      161,476.      MT  (+/- 10 meters HH2 GPS)
 DP3976
 DP3976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6148825046(NAD 83)
 DP3976
 DP3976                          SUPERSEDED SURVEY CONTROL
 DP3976
 DP3976.No superseded survey control is available for this station.
 DP3976
 DP3976_MARKER: DD = SURVEY DISK
 DP3976_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3976_STAMPING: 23714 A 2013
 DP3976_MARK LOGO: SWFWMD
 DP3976_PROJECTION: RECESSED 5 CENTIMETERS
 DP3976_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3976+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2022
 DP3976_ROD/PIPE-DEPTH: 7.0 meters
 DP3976
 DP3976  HISTORY     - Date     Condition        Report By
 DP3976  HISTORY     - 20130816 MONUMENTED       FLDEP
 DP3976  HISTORY     - 20220715 GOOD             GEOCAC
 DP3976
 DP3976                          STATION DESCRIPTION
 DP3976
 DP3976'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3976'THE MARK IS ABOUT 10.6 MI (17.1 KM) SOUTHWEST OF LORIDA, 9.9 MI (15.9
 DP3976'KM) NORTH-NORTHWEST OF CHILDS, 4.1 MI (6.6 KM) NORTH-NORTHWEST OF LAKE
 DP3976'PLACID, IN SECTION 14, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3976'
 DP3976'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3976'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO
 DP3976'NORTHWEST ON U.S. HIGHWAY 27 FOR 2.65 MI (4.3 KM) TO THE JUNCTION OF A
 DP3976'DIRT DRIVEWAY AT 2202 U.S. HIGHWAY 27 ON THE LEFT.  TURN LEFT ON THE
 DP3976'DIRT DRIVEWAY AND GO WEST FOR 0.1 MI (0.2 KM) TO THE MARK AHEAD, AN
 DP3976'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.0 FT (7.0 M) WITH A
 DP3976'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP3976'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE
 DP3976'LEVEL OF THE GROUND AND ABOUT 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DP3976'DIRT DRIVEWAY.
 DP3976'
 DP3976'LOCATED 142.0 FT (43.3 M) SOUTH OF SURVEY MARK 23714 B, 56.3 FT (17.2
 DP3976'M) NORTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAMED HOUSE, 10.4 FT
 DP3976'(3.2 M) EAST OF A WOODEN POWER POLE AND 10.0 FT (3.0 M) EAST OF A
 DP3976'CARSONITE WITNESS POST.
 DP3976'
 DP3976'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3976'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3976
 DP3976                          STATION RECOVERY (2022)
 DP3976
 DP3976'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3976'THE WHITE FRAMED HOUSE HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3977 ***********************************************************************
 DP3977  DESIGNATION -  23714 B
 DP3977  PID         -  DP3977
 DP3977  STATE/COUNTY-  FL/HIGHLANDS
 DP3977  COUNTRY     -  US
 DP3977  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3977
 DP3977                         *CURRENT SURVEY CONTROL
 DP3977  ______________________________________________________________________
 DP3977* NAD 83(1986) POSITION- 27 20 54.3    (N) 081 23 22.0    (W)   HD_HELD2
 DP3977* NAVD 88 ORTHO HEIGHT -    22.219 (meters)       72.90  (feet) ADJUSTED
 DP3977  ______________________________________________________________________
 DP3977  GEOID HEIGHT    -        -25.467 (meters)                     GEOID18
 DP3977  DYNAMIC HEIGHT  -         22.185 (meters)       72.79  (feet) COMP
 DP3977  MODELED GRAVITY -    979,130.8   (mgal)                       NAVD 88
 DP3977
 DP3977  VERT ORDER      -  FIRST     CLASS II
 DP3977
 DP3977.The horizontal coordinates were established by autonomous hand held GPS
 DP3977.observations and have an estimated accuracy of +/- 10 meters.
 DP3977
 DP3977.The orthometric height was determined by differential leveling and
 DP3977.adjusted by the NATIONAL GEODETIC SURVEY
 DP3977.in December 2014.
 DP3977
 DP3977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3977.GEOID18 height accuracy estimate available here.
 DP3977
 DP3977.Click photographs - Photos may exist for this station.
 DP3977
 DP3977.The dynamic height is computed by dividing the NAVD 88
 DP3977.geopotential number by the normal gravity value computed on the
 DP3977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3977.degrees latitude (g = 980.6199 gals.).
 DP3977
 DP3977.The modeled gravity was interpolated from observed gravity values.
 DP3977
 DP3977;                    North         East    Units  Estimated Accuracy
 DP3977;SPC FL E     -   334,069.      161,468.      MT  (+/- 10 meters HH2 GPS)
 DP3977
 DP3977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6148025086(NAD 83)
 DP3977
 DP3977                          SUPERSEDED SURVEY CONTROL
 DP3977
 DP3977.No superseded survey control is available for this station.
 DP3977
 DP3977_MARKER: DD = SURVEY DISK
 DP3977_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3977_STAMPING: 23714 B 2013
 DP3977_MARK LOGO: SWFWMD
 DP3977_PROJECTION: RECESSED 5 CENTIMETERS
 DP3977_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3977+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2022
 DP3977_ROD/PIPE-DEPTH: 7.6 meters
 DP3977
 DP3977  HISTORY     - Date     Condition        Report By
 DP3977  HISTORY     - 20130816 MONUMENTED       FLDEP
 DP3977  HISTORY     - 20220715 GOOD             GEOCAC
 DP3977
 DP3977                          STATION DESCRIPTION
 DP3977
 DP3977'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3977'THE MARK IS ABOUT 10.6 MI (17.1 KM) SOUTHWEST OF LORIDA, 9.9 MI (15.9
 DP3977'KM) NORTH-NORTHWEST OF CHILDS, 4.1 MI (6.6 KM) NORTH-NORTHWEST OF LAKE
 DP3977'PLACID, IN SECTION 14, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3977'
 DP3977'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3977'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO
 DP3977'NORTHWEST ON U.S. HIGHWAY 27 FOR 2.65 MI (4.3 KM) TO THE JUNCTION OF A
 DP3977'DIRT DRIVEWAY AT 2202 U.S. HIGHWAY 27 ON THE LEFT.  TURN LEFT ON THE
 DP3977'DIRT DRIVEWAY AND GO WEST AND NORTH FOR 0.15 MI (0.2 KM) TO THE MARK
 DP3977'ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 25.0 FT
 DP3977'(7.6 M) WITH A SURVEY DISK SET ON THE TOP AND IN OF A 12-INCH (30 CM)
 DP3977'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6
 DP3977'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.3 FT (9 CM) BELOW THE
 DP3977'LEVEL OF THE DIRT DRIVEWAY.
 DP3977'
 DP3977'LOCATED 142.0 FT (43.3 M) NORTH OF SURVEY MARK 23714 A, 37.5 FT (11.4
 DP3977'M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A 10.0 FT (3.0 M) BY
 DP3977'30.0 FT (9.1 M) POLE SHED, 21.6 FT (6.6 M) WEST-SOUTHWEST OF A 5-INCH
 DP3977'(13 CM) DIAMETER WATER OAK TREE, 7.4 FT (2.3 M) EAST OF A WOODEN POWER
 DP3977'POLE AND 7.2 FT (2.2 M) EAST OF A CARSONITE WITNESS POST.
 DP3977'
 DP3977'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3977'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3977
 DP3977                          STATION RECOVERY (2022)
 DP3977
 DP3977'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3977'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3963 ***********************************************************************
 DP3963  DESIGNATION -  23720 A
 DP3963  PID         -  DP3963
 DP3963  STATE/COUNTY-  FL/HIGHLANDS
 DP3963  COUNTRY     -  US
 DP3963  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3963
 DP3963                         *CURRENT SURVEY CONTROL
 DP3963  ______________________________________________________________________
 DP3963* NAD 83(1986) POSITION- 27 21 09.1    (N) 081 24 25.8    (W)   HD_HELD2
 DP3963* NAVD 88 ORTHO HEIGHT -    22.999 (meters)       75.46  (feet) ADJUSTED
 DP3963  ______________________________________________________________________
 DP3963  GEOID HEIGHT    -        -25.453 (meters)                     GEOID18
 DP3963  DYNAMIC HEIGHT  -         22.964 (meters)       75.34  (feet) COMP
 DP3963  MODELED GRAVITY -    979,130.6   (mgal)                       NAVD 88
 DP3963
 DP3963  VERT ORDER      -  FIRST     CLASS II
 DP3963
 DP3963.The horizontal coordinates were established by autonomous hand held GPS
 DP3963.observations and have an estimated accuracy of +/- 10 meters.
 DP3963
 DP3963.The orthometric height was determined by differential leveling and
 DP3963.adjusted by the NATIONAL GEODETIC SURVEY
 DP3963.in December 2014.
 DP3963
 DP3963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3963.GEOID18 height accuracy estimate available here.
 DP3963
 DP3963.Click photographs - Photos may exist for this station.
 DP3963
 DP3963.The dynamic height is computed by dividing the NAVD 88
 DP3963.geopotential number by the normal gravity value computed on the
 DP3963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3963.degrees latitude (g = 980.6199 gals.).
 DP3963
 DP3963.The modeled gravity was interpolated from observed gravity values.
 DP3963
 DP3963;                    North         East    Units  Estimated Accuracy
 DP3963;SPC FL E     -   334,530.      159,716.      MT  (+/- 10 meters HH2 GPS)
 DP3963
 DP3963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5972925547(NAD 83)
 DP3963
 DP3963                          SUPERSEDED SURVEY CONTROL
 DP3963
 DP3963.No superseded survey control is available for this station.
 DP3963
 DP3963_MARKER: DD = SURVEY DISK
 DP3963_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3963_STAMPING: 23720 A 2013
 DP3963_MARK LOGO: SWFWMD
 DP3963_PROJECTION: RECESSED 5 CENTIMETERS
 DP3963_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3963+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2022
 DP3963_ROD/PIPE-DEPTH: 14.3 meters
 DP3963
 DP3963  HISTORY     - Date     Condition        Report By
 DP3963  HISTORY     - 20130828 MONUMENTED       FLDEP
 DP3963  HISTORY     - 20220715 GOOD             GEOCAC
 DP3963
 DP3963                          STATION DESCRIPTION
 DP3963
 DP3963'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3963'THE MARK IS ABOUT 10.6 MI (17.1 KM) NORTH-NORTHWEST OF CHILDS, 10.1 MI
 DP3963'(16.3 KM) SOUTH-SOUTHEAST OF SEBRING, 4.9 MI (7.9 KM) NORTH-NORTHWEST
 DP3963'OF LAKE PLACID, IN SECTION 15, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3963'
 DP3963'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3963'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO
 DP3963'NORTHWEST ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0 KM) TO THE INTERSECTION
 DP3963'OF LYKES ROAD ON THE RIGHT AND LAKE FRANCIS ROAD ON THE LEFT.  TURN
 DP3963'LEFT ON LAKE FRANCIS ROAD AND GO WEST FOR 1.15 MI (1.9 KM) TO THE MARK
 DP3963'ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 47.0 FT
 DP3963'(14.3 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP3963'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6
 DP3963'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE
 DP3963'LEVEL OF LAKE FRANCIS ROAD.
 DP3963'
 DP3963'LOCATED 54.5 FT (16.6 M) EAST-NORTHEAST OF SURVEY MARK 23720 B, 32.8
 DP3963'FT (10.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF LAKE FRANCIS ROAD,
 DP3963'7.0 FT (2.1 M) WEST OF THE HOG WIRE FENCE CORNER POST, 1.3 FT (0.4 M)
 DP3963'SOUTH OF THE HOG WIRE FENCE AND 1.1 FT (0.3 M) SOUTH OF A CARSONITE
 DP3963'WITNESS POST.
 DP3963'
 DP3963'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3963'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3963
 DP3963                          STATION RECOVERY (2022)
 DP3963
 DP3963'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3963'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3964 ***********************************************************************
 DP3964  DESIGNATION -  23720 B
 DP3964  PID         -  DP3964
 DP3964  STATE/COUNTY-  FL/HIGHLANDS
 DP3964  COUNTRY     -  US
 DP3964  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3964
 DP3964                         *CURRENT SURVEY CONTROL
 DP3964  ______________________________________________________________________
 DP3964* NAD 83(1986) POSITION- 27 21 08.9    (N) 081 24 26.5    (W)   HD_HELD2
 DP3964* NAVD 88 ORTHO HEIGHT -    23.797 (meters)       78.07  (feet) ADJUSTED
 DP3964  ______________________________________________________________________
 DP3964  GEOID HEIGHT    -        -25.452 (meters)                     GEOID18
 DP3964  DYNAMIC HEIGHT  -         23.760 (meters)       77.95  (feet) COMP
 DP3964  MODELED GRAVITY -    979,130.6   (mgal)                       NAVD 88
 DP3964
 DP3964  VERT ORDER      -  FIRST     CLASS II
 DP3964
 DP3964.The horizontal coordinates were established by autonomous hand held GPS
 DP3964.observations and have an estimated accuracy of +/- 10 meters.
 DP3964
 DP3964.The orthometric height was determined by differential leveling and
 DP3964.adjusted by the NATIONAL GEODETIC SURVEY
 DP3964.in December 2014.
 DP3964
 DP3964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3964.GEOID18 height accuracy estimate available here.
 DP3964
 DP3964.Click photographs - Photos may exist for this station.
 DP3964
 DP3964.The dynamic height is computed by dividing the NAVD 88
 DP3964.geopotential number by the normal gravity value computed on the
 DP3964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3964.degrees latitude (g = 980.6199 gals.).
 DP3964
 DP3964.The modeled gravity was interpolated from observed gravity values.
 DP3964
 DP3964;                    North         East    Units  Estimated Accuracy
 DP3964;SPC FL E     -   334,524.      159,696.      MT  (+/- 10 meters HH2 GPS)
 DP3964
 DP3964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5971025541(NAD 83)
 DP3964
 DP3964                          SUPERSEDED SURVEY CONTROL
 DP3964
 DP3964.No superseded survey control is available for this station.
 DP3964
 DP3964_MARKER: DD = SURVEY DISK
 DP3964_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3964_STAMPING: 23720 B 2013
 DP3964_MARK LOGO: SWFWMD
 DP3964_PROJECTION: RECESSED 5 CENTIMETERS
 DP3964_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3964+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2022
 DP3964_ROD/PIPE-DEPTH: 13.0 meters
 DP3964
 DP3964  HISTORY     - Date     Condition        Report By
 DP3964  HISTORY     - 20130828 MONUMENTED       FLDEP
 DP3964  HISTORY     - 20220715 GOOD             GEOCAC
 DP3964
 DP3964                          STATION DESCRIPTION
 DP3964
 DP3964'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3964'THE MARK IS ABOUT 10.6 MI (17.1 KM) NORTH-NORTHWEST OF CHILDS, 10.1 MI
 DP3964'(16.3 KM) SOUTH-SOUTHEAST OF SEBRING, 4.9 MI (7.9 KM) NORTH-NORTHWEST
 DP3964'OF LAKE PLACID, IN SECTION 15, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3964'
 DP3964'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3964'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO
 DP3964'NORTHWEST ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0 KM) TO THE INTERSECTION
 DP3964'OF LYKES ROAD ON THE RIGHT AND LAKE FRANCIS ROAD ON THE LEFT.  TURN
 DP3964'LEFT ON LAKE FRANCIS ROAD AND GO WEST FOR 1.15 MI (1.9 KM) TO THE MARK
 DP3964'ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 42.5 FT
 DP3964'(13.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP3964'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6
 DP3964'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE
 DP3964'LEVEL OF LAKE FRANCIS ROAD.
 DP3964'
 DP3964'LOCATED 54.5 FT (16.6 M) WEST-SOUTHWEST OF SURVEY MARK 23720 A, 17.7
 DP3964'FT (5.4 M) SOUTH-SOUTHEAST OF A 24-INCH (61 CM) DIAMETER CEDAR TREE,
 DP3964'17.2 FT (5.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF LAKE FRANCIS
 DP3964'ROAD, 16.3 FT (5.0 M) SOUTH OF THE HOG WIRE FENCE AND 16.2 FT (4.9 M)
 DP3964'SOUTH OF A CARSONITE WITNESS POST.
 DP3964'
 DP3964'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3964'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3964
 DP3964                          STATION RECOVERY (2022)
 DP3964
 DP3964'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3964'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3952 ***********************************************************************
 DP3952  DESIGNATION -  23725 A
 DP3952  PID         -  DP3952
 DP3952  STATE/COUNTY-  FL/HIGHLANDS
 DP3952  COUNTRY     -  US
 DP3952  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3952
 DP3952                         *CURRENT SURVEY CONTROL
 DP3952  ______________________________________________________________________
 DP3952* NAD 83(1986) POSITION- 27 22 07.6    (N) 081 26 07.1    (W)   HD_HELD2
 DP3952* NAVD 88 ORTHO HEIGHT -    25.312 (meters)       83.04  (feet) ADJUSTED
 DP3952  ______________________________________________________________________
 DP3952  GEOID HEIGHT    -        -25.465 (meters)                     GEOID18
 DP3952  DYNAMIC HEIGHT  -         25.274 (meters)       82.92  (feet) COMP
 DP3952  MODELED GRAVITY -    979,129.9   (mgal)                       NAVD 88
 DP3952
 DP3952  VERT ORDER      -  FIRST     CLASS II
 DP3952
 DP3952.The horizontal coordinates were established by autonomous hand held GPS
 DP3952.observations and have an estimated accuracy of +/- 10 meters.
 DP3952
 DP3952.The orthometric height was determined by differential leveling and
 DP3952.adjusted by the NATIONAL GEODETIC SURVEY
 DP3952.in December 2014.
 DP3952
 DP3952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3952.GEOID18 height accuracy estimate available here.
 DP3952
 DP3952.Click photographs - Photos may exist for this station.
 DP3952
 DP3952.The dynamic height is computed by dividing the NAVD 88
 DP3952.geopotential number by the normal gravity value computed on the
 DP3952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3952.degrees latitude (g = 980.6199 gals.).
 DP3952
 DP3952.The modeled gravity was interpolated from observed gravity values.
 DP3952
 DP3952;                    North         East    Units  Estimated Accuracy
 DP3952;SPC FL E     -   336,340.      156,938.      MT  (+/- 10 meters HH2 GPS)
 DP3952
 DP3952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5695227357(NAD 83)
 DP3952
 DP3952                          SUPERSEDED SURVEY CONTROL
 DP3952
 DP3952.No superseded survey control is available for this station.
 DP3952
 DP3952_MARKER: DD = SURVEY DISK
 DP3952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP3952_STAMPING: 23725 A 2008
 DP3952_MARK LOGO: SWFWMD
 DP3952_PROJECTION: FLUSH
 DP3952_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3952+STABILITY: SURFACE MOTION
 DP3952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3952+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2013
 DP3952
 DP3952  HISTORY     - Date     Condition        Report By
 DP3952  HISTORY     - 2008     MONUMENTED       SWFWMD
 DP3952  HISTORY     - 20130817 GOOD             FLDEP
 DP3952
 DP3952                          STATION DESCRIPTION
 DP3952
 DP3952'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP3952'THE MARK IS ABOUT 9.7 MI (15.6 KM) EAST-SOUTHEAST OF CREWSVILLE, 8.7
 DP3952'MI (14.0 KM) SOUTH OF SEBRING, 6.9 MI (11.1 KM) NORTHWEST OF LAKE
 DP3952'PLACID, IN SECTION 8, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3952'
 DP3952'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP3952'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO SOUTH ON U.S.
 DP3952'HIGHWAY 27 FOR 2.65 MI (4.3 KM) TO THE INTERSECTION OF EAST TWITTY
 DP3952'ROAD ON THE LEFT AND LAKE JOSEPHINE DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP3952'LAKE JOSEPHINE DRIVE AND GO WESTERLY FOR 1.3 MI (2.1 KM) TO THE
 DP3952'JUNCTION OF WILSON DRIVE ON THE LEFT.  TURN LEFT ON WILSON DRIVE AND
 DP3952'GO SOUTH THEN WEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF MATHES
 DP3952'STREET ON THE LEFT.  TURN LEFT ON MATHES STREET AND GO SOUTH FOR 0.3
 DP3952'MI (0.5 KM) TO THE T-JUNCTION OF GRAND CONCOURSE.  TURN RIGHT ON GRAND
 DP3952'CONCOURSE AND GO WEST FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF HINES
 DP3952'WAY ON THE LEFT.  TURN LEFT ON HINES WAY AND GO SOUTH FOR 0.7 MI (1.1
 DP3952'KM) TO A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM
 DP3952'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 DP3952'AND LEVEL WITH HINES WAY.
 DP3952'
 DP3952'LOCATED 98.6 FT (30.1 M) SOUTH OF SURVEY MARK 23725 B, 76.3 FT (23.3
 DP3952'M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A METAL GATE
 DP3952'ENTRANCE TO THE WELL SITE, 52.5 FT (16.0 M) EAST OF THE APPROXIMATE
 DP3952'CENTERLINE OF THE ACCESS ROAD TO THE WELL SITE, 28.0 FT (8.5 M) EAST
 DP3952'OF A BARB WIRE FENCE, 4.1 FT (1.2 M) EAST OF A METAL POLE WITH AN
 DP3952'ANTENNA AND SOLAR PANEL ATTACHED AND 2.7 FT (0.8 M) WEST OF A
 DP3952'CARSONITE WITNESS POST.
 DP3952'
 DP3952'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3953 ***********************************************************************
 DP3953  DESIGNATION -  23725 B
 DP3953  PID         -  DP3953
 DP3953  STATE/COUNTY-  FL/HIGHLANDS
 DP3953  COUNTRY     -  US
 DP3953  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3953
 DP3953                         *CURRENT SURVEY CONTROL
 DP3953  ______________________________________________________________________
 DP3953* NAD 83(1986) POSITION- 27 22 08.7    (N) 081 26 07.4    (W)   HD_HELD2
 DP3953* NAVD 88 ORTHO HEIGHT -    25.242 (meters)       82.81  (feet) ADJUSTED
 DP3953  ______________________________________________________________________
 DP3953  GEOID HEIGHT    -        -25.466 (meters)                     GEOID18
 DP3953  DYNAMIC HEIGHT  -         25.203 (meters)       82.69  (feet) COMP
 DP3953  MODELED GRAVITY -    979,129.8   (mgal)                       NAVD 88
 DP3953
 DP3953  VERT ORDER      -  FIRST     CLASS II
 DP3953
 DP3953.The horizontal coordinates were established by autonomous hand held GPS
 DP3953.observations and have an estimated accuracy of +/- 10 meters.
 DP3953
 DP3953.The orthometric height was determined by differential leveling and
 DP3953.adjusted by the NATIONAL GEODETIC SURVEY
 DP3953.in December 2014.
 DP3953
 DP3953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3953.GEOID18 height accuracy estimate available here.
 DP3953
 DP3953.Click photographs - Photos may exist for this station.
 DP3953
 DP3953.The dynamic height is computed by dividing the NAVD 88
 DP3953.geopotential number by the normal gravity value computed on the
 DP3953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3953.degrees latitude (g = 980.6199 gals.).
 DP3953
 DP3953.The modeled gravity was interpolated from observed gravity values.
 DP3953
 DP3953;                    North         East    Units  Estimated Accuracy
 DP3953;SPC FL E     -   336,374.      156,930.      MT  (+/- 10 meters HH2 GPS)
 DP3953
 DP3953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5694427390(NAD 83)
 DP3953
 DP3953                          SUPERSEDED SURVEY CONTROL
 DP3953
 DP3953.No superseded survey control is available for this station.
 DP3953
 DP3953_MARKER: DD = SURVEY DISK
 DP3953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP3953_STAMPING: 23725 B 2008
 DP3953_MARK LOGO: SWFWMD
 DP3953_PROJECTION: FLUSH
 DP3953_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3953+STABILITY: SURFACE MOTION
 DP3953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3953+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2013
 DP3953
 DP3953  HISTORY     - Date     Condition        Report By
 DP3953  HISTORY     - 2008     MONUMENTED       SWFWMD
 DP3953  HISTORY     - 20130917 GOOD             FLDEP
 DP3953
 DP3953                          STATION DESCRIPTION
 DP3953
 DP3953'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP3953'THE MARK IS ABOUT 9.7 MI (15.6 KM) EAST-SOUTHEAST OF CREWSVILLE, 8.7
 DP3953'MI (14.0 KM) SOUTH OF SEBRING, 6.9 MI (11.1 KM) NORTHWEST OF LAKE
 DP3953'PLACID, IN SECTION 8, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3953'
 DP3953'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP3953'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO SOUTH ON U.S.
 DP3953'HIGHWAY 27 FOR 2.65 MI (4.3 KM) TO THE INTERSECTION OF EAST TWITTY
 DP3953'ROAD ON THE LEFT AND LAKE JOSEPHINE DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP3953'LAKE JOSEPHINE DRIVE AND GO WESTERLY FOR 1.3 MI (2.1 KM) TO THE
 DP3953'JUNCTION OF WILSON DRIVE ON THE LEFT.  TURN LEFT ON WILSON DRIVE AND
 DP3953'GO SOUTH THEN WEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF MATHES
 DP3953'STREET ON THE LEFT.  TURN LEFT ON MATHES STREET AND GO SOUTH FOR 0.3
 DP3953'MI (0.5 KM) TO THE T-JUNCTION OF GRAND CONCOURSE.  TURN RIGHT ON GRAND
 DP3953'CONCOURSE AND GO WEST FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF HINES
 DP3953'WAY ON THE LEFT.  TURN LEFT ON HINES WAY AND GO SOUTH FOR 0.7 MI (1.1
 DP3953'KM) TO A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM
 DP3953'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 DP3953'AND LEVEL WITH HINES WAY.
 DP3953'
 DP3953'LOCATED 98.6 FT (30.1 M) NORTH OF SURVEY MARK 23725 B, 41.5 FT (12.6
 DP3953'M) EAST OF THE APPROXIMATE CENTERLINE OF THE ACCESS ROAD TO THE WELL
 DP3953'SITE, 35.3 FT (10.8 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF A
 DP3953'METAL ENTRANCE TO THE WELL SITE, 18.0 FT (5.5 M) EAST OF A BARB WIRE
 DP3953'FENCE AND 5.4 FT (1.6 M) WEST OF A CARSONITE WITNESS POST.
 DP3953'
 DP3953'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3947 ***********************************************************************
 DP3947  DESIGNATION -  23727 A
 DP3947  PID         -  DP3947
 DP3947  STATE/COUNTY-  FL/HIGHLANDS
 DP3947  COUNTRY     -  US
 DP3947  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3947
 DP3947                         *CURRENT SURVEY CONTROL
 DP3947  ______________________________________________________________________
 DP3947* NAD 83(1986) POSITION- 27 22 27.8    (N) 081 23 36.6    (W)   HD_HELD2
 DP3947* NAVD 88 ORTHO HEIGHT -    21.902 (meters)       71.86  (feet) ADJUSTED
 DP3947  ______________________________________________________________________
 DP3947  GEOID HEIGHT    -        -25.554 (meters)                     GEOID18
 DP3947  DYNAMIC HEIGHT  -         21.869 (meters)       71.75  (feet) COMP
 DP3947  MODELED GRAVITY -    979,129.1   (mgal)                       NAVD 88
 DP3947
 DP3947  VERT ORDER      -  FIRST     CLASS II
 DP3947
 DP3947.The horizontal coordinates were established by autonomous hand held GPS
 DP3947.observations and have an estimated accuracy of +/- 10 meters.
 DP3947
 DP3947.The orthometric height was determined by differential leveling and
 DP3947.adjusted by the NATIONAL GEODETIC SURVEY
 DP3947.in December 2014.
 DP3947
 DP3947.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3947.GEOID18 height accuracy estimate available here.
 DP3947
 DP3947.Click photographs - Photos may exist for this station.
 DP3947
 DP3947.The dynamic height is computed by dividing the NAVD 88
 DP3947.geopotential number by the normal gravity value computed on the
 DP3947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3947.degrees latitude (g = 980.6199 gals.).
 DP3947
 DP3947.The modeled gravity was interpolated from observed gravity values.
 DP3947
 DP3947;                    North         East    Units  Estimated Accuracy
 DP3947;SPC FL E     -   336,948.      161,075.      MT  (+/- 10 meters HH2 GPS)
 DP3947
 DP3947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6108827964(NAD 83)
 DP3947
 DP3947                          SUPERSEDED SURVEY CONTROL
 DP3947
 DP3947.No superseded survey control is available for this station.
 DP3947
 DP3947_MARKER: DD = SURVEY DISK
 DP3947_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP3947_SP_SET: BRIDGE ABUTMENT
 DP3947_STAMPING: 23727 A 2013
 DP3947_MARK LOGO: FLDEP
 DP3947_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP3947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3947+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 DP3947
 DP3947  HISTORY     - Date     Condition        Report By
 DP3947  HISTORY     - 20130915 MONUMENTED       FLDEP
 DP3947  HISTORY     - 20220831 GOOD             GEOCAC
 DP3947
 DP3947                          STATION DESCRIPTION
 DP3947
 DP3947'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP3947'THE MARK IS ABOUT 9.8 MI (15.8 KM) WEST-SOUTHWEST OF LORIDA, 8.8 MI
 DP3947'(14.2 KM) SOUTH-SOUTHEAST OF SEBRING, 5.9 MI (9.5 KM) NORTH-NORTHWEST
 DP3947'OF LAKE PLACID, IN SECTION 2, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3947'
 DP3947'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP3947'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO SOUTH FOR 3.25
 DP3947'MI (5.2 KM) TO THE JUNCTION OF TOUCHENS ROAD ON THE LEFT.  TURN LEFT
 DP3947'ON TOUCHENS ROAD AND GO EAST FOR 0.7 MI (1.1 KM) TO THE INTERSECTION
 DP3947'OF COUNTY ROAD 17 SOUTH.  TURN RIGHT ON STATE ROAD 17 SOUTH AND GO
 DP3947'SOUTH FOR 0.7 MI (1.1 KM) TO A BRIDGE AND THE MARK ON THE LEFT, SET
 DP3947'FLUSH IN THE TOP OF THE CONCRETE BRIDGE GUARDRAIL ABOUT 2.7 FT (0.8 M)
 DP3947'ABOVE THE LEVEL OF STATE ROAD 17 SOUTH.
 DP3947'
 DP3947'LOCATED 215.0 FT (65.5 M) NORTH-NORTHEAST OF SURVEY MARK 23727 B, 60.8
 DP3947'FT (18.5 M) NORTH OF A WATER MONITORING WELL, 20.8 FT (6.3 M) EAST OF
 DP3947'THE APPROXIMATE CENTERLINE OF COUNTY ROAD 17 SOUTH, 2.1 FT (0.6 M)
 DP3947'SOUTH OF THE NORTH END OF A CONCRETE GUARDRAIL ON THE NORTHBOUND LANE
 DP3947'OF COUNTY ROAD 17 SOUTH AND 2.6 FT (0.8 M) SOUTH OF A SURVEY WITNESS
 DP3947'STICKER.
 DP3947
 DP3947                          STATION RECOVERY (2022)
 DP3947
 DP3947'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3947'THE BRIDGE SPANS JOSEPHINE CREEK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3948 ***********************************************************************
 DP3948  DESIGNATION -  23727 B
 DP3948  PID         -  DP3948
 DP3948  STATE/COUNTY-  FL/HIGHLANDS
 DP3948  COUNTRY     -  US
 DP3948  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3948
 DP3948                         *CURRENT SURVEY CONTROL
 DP3948  ______________________________________________________________________
 DP3948* NAD 83(1986) POSITION- 27 22 25.6    (N) 081 23 36.3    (W)   HD_HELD2
 DP3948* NAVD 88 ORTHO HEIGHT -    21.533 (meters)       70.65  (feet) ADJUSTED
 DP3948  ______________________________________________________________________
 DP3948  GEOID HEIGHT    -        -25.552 (meters)                     GEOID18
 DP3948  DYNAMIC HEIGHT  -         21.500 (meters)       70.54  (feet) COMP
 DP3948  MODELED GRAVITY -    979,129.2   (mgal)                       NAVD 88
 DP3948
 DP3948  VERT ORDER      -  FIRST     CLASS II
 DP3948
 DP3948.The horizontal coordinates were established by autonomous hand held GPS
 DP3948.observations and have an estimated accuracy of +/- 10 meters.
 DP3948
 DP3948.The orthometric height was determined by differential leveling and
 DP3948.adjusted by the NATIONAL GEODETIC SURVEY
 DP3948.in December 2014.
 DP3948
 DP3948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3948.GEOID18 height accuracy estimate available here.
 DP3948
 DP3948.Click photographs - Photos may exist for this station.
 DP3948
 DP3948.The dynamic height is computed by dividing the NAVD 88
 DP3948.geopotential number by the normal gravity value computed on the
 DP3948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3948.degrees latitude (g = 980.6199 gals.).
 DP3948
 DP3948.The modeled gravity was interpolated from observed gravity values.
 DP3948
 DP3948;                    North         East    Units  Estimated Accuracy
 DP3948;SPC FL E     -   336,880.      161,084.      MT  (+/- 10 meters HH2 GPS)
 DP3948
 DP3948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6109627897(NAD 83)
 DP3948
 DP3948                          SUPERSEDED SURVEY CONTROL
 DP3948
 DP3948.No superseded survey control is available for this station.
 DP3948
 DP3948_MARKER: DD = SURVEY DISK
 DP3948_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP3948_SP_SET: BRIDGE ABUTMENT
 DP3948_STAMPING: 23727 B 2013
 DP3948_MARK LOGO: FLDEP
 DP3948_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP3948_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3948+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 DP3948
 DP3948  HISTORY     - Date     Condition        Report By
 DP3948  HISTORY     - 20130915 MONUMENTED       FLDEP
 DP3948  HISTORY     - 20220831 GOOD             GEOCAC
 DP3948
 DP3948                          STATION DESCRIPTION
 DP3948
 DP3948'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP3948'THE MARK IS ABOUT 9.8 MI (15.8 KM) WEST-SOUTHWEST OF LORIDA, 8.8 MI
 DP3948'(14.2 KM) SOUTH-SOUTHEAST OF SEBRING, 5.9 MI (9.5 KM) NORTH-NORTHWEST
 DP3948'OF LAKE PLACID, IN SECTION 2, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3948'
 DP3948'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP3948'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO SOUTH FOR 3.25
 DP3948'MI (5.2 KM) TO THE JUNCTION OF TOUCHENS ROAD ON THE LEFT.  TURN LEFT
 DP3948'ON TOUCHENS ROAD AND GO EAST FOR 0.7 MI (1.1 KM) TO THE INTERSECTION
 DP3948'OF COUNTY ROAD 17 SOUTH.  TURN RIGHT ON STATE ROAD 17 SOUTH AND GO
 DP3948'SOUTH FOR 0.7 MI (1.1 KM) TO A BRIDGE AND THE MARK ON THE RIGHT, SET
 DP3948'FLUSH IN THE TOP OF THE CONCRETE BRIDGE GUARDRAIL ABOUT 2.7 FT (0.8 M)
 DP3948'ABOVE THE LEVEL OF STATE ROAD 17 SOUTH.
 DP3948'
 DP3948'LOCATED 215.0 FT (65.5 M) SOUTH-SOUTHWEST OF SURVEY MARK 23727 B,
 DP3948'155.0 FT (47.2 M) SOUTH-SOUTHWEST OF A WATER MONITORING WELL, 21.7 FT
 DP3948'(6.6 M) WEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 17 SOUTH,
 DP3948'2.0 FT (0.6 M) NORTH OF THE SOUTH END OF A CONCRETE GUARDRAIL ON THE
 DP3948'SOUTHBOUND LANE AND 1.0 FT (0.3 M) NORTH OF A SURVEY WITNESS STICKER.
 DP3948
 DP3948                          STATION RECOVERY (2022)
 DP3948
 DP3948'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3948'THE BRIDGE SPANS JOSEPHINE CREEK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3949 ***********************************************************************
 DP3949  DESIGNATION -  23733 A
 DP3949  PID         -  DP3949
 DP3949  STATE/COUNTY-  FL/HIGHLANDS
 DP3949  COUNTRY     -  US
 DP3949  USGS QUAD   -  SEBRING (2018)
 DP3949
 DP3949                         *CURRENT SURVEY CONTROL
 DP3949  ______________________________________________________________________
 DP3949* NAD 83(1986) POSITION- 27 23 14.7    (N) 081 25 21.0    (W)   HD_HELD2
 DP3949* NAVD 88 ORTHO HEIGHT -    22.433 (meters)       73.60  (feet) ADJUSTED
 DP3949  ______________________________________________________________________
 DP3949  GEOID HEIGHT    -        -25.550 (meters)                     GEOID18
 DP3949  DYNAMIC HEIGHT  -         22.399 (meters)       73.49  (feet) COMP
 DP3949  MODELED GRAVITY -    979,128.8   (mgal)                       NAVD 88
 DP3949
 DP3949  VERT ORDER      -  FIRST     CLASS II
 DP3949
 DP3949.The horizontal coordinates were established by autonomous hand held GPS
 DP3949.observations and have an estimated accuracy of +/- 10 meters.
 DP3949
 DP3949.The orthometric height was determined by differential leveling and
 DP3949.adjusted by the NATIONAL GEODETIC SURVEY
 DP3949.in December 2014.
 DP3949
 DP3949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3949.GEOID18 height accuracy estimate available here.
 DP3949
 DP3949.Click photographs - Photos may exist for this station.
 DP3949
 DP3949.The dynamic height is computed by dividing the NAVD 88
 DP3949.geopotential number by the normal gravity value computed on the
 DP3949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3949.degrees latitude (g = 980.6199 gals.).
 DP3949
 DP3949.The modeled gravity was interpolated from observed gravity values.
 DP3949
 DP3949;                    North         East    Units  Estimated Accuracy
 DP3949;SPC FL E     -   338,401.      158,212.      MT  (+/- 10 meters HH2 GPS)
 DP3949
 DP3949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5822529417(NAD 83)
 DP3949
 DP3949                          SUPERSEDED SURVEY CONTROL
 DP3949
 DP3949.No superseded survey control is available for this station.
 DP3949
 DP3949_MARKER: DD = SURVEY DISK
 DP3949_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3949_STAMPING: 23733 A 2013
 DP3949_MARK LOGO: SFLWMD
 DP3949_PROJECTION: RECESSED 8 CENTIMETERS
 DP3949_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3949+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2022
 DP3949_ROD/PIPE-DEPTH: 16.2 meters
 DP3949
 DP3949  HISTORY     - Date     Condition        Report By
 DP3949  HISTORY     - 20130719 MONUMENTED       FLDEP
 DP3949  HISTORY     - 20220715 GOOD             GEOCAC
 DP3949
 DP3949                          STATION DESCRIPTION
 DP3949
 DP3949'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP3949'THE MARK IS ABOUT 10.1 MI (16.3 KM) EAST-SOUTHEAST OF CREWSVILLE, 7.5
 DP3949'MI (12.1 KM) SOUTH OF SEBRING, 7.5 MI (12.1 KM) NORTH-NORTHWEST OF
 DP3949'LAKE PLACID, IN SECTION 33, TOWNSHIP 35 SOUTH, RANGE 29 EAST.
 DP3949'
 DP3949'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP3949'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO SOUTH ON U.S.
 DP3949'HIGHWAY 27 FOR 2.65 MI (4.3 KM) TO THE INTERSECTION OF EAST TWITTY
 DP3949'ROAD ON THE LEFT AND LAKE JOSEPHINE DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP3949'LAKE JOSEPHINE DRIVE AND GO WEST THEN SOUTH FOR 0.7 MI (1.1 KM) TO THE
 DP3949'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP3949'53.0 FT (16.2 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DP3949'PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 0.1 FT
 DP3949'(3 CM) BELOW THE LEVEL OF LAKE JOSEPHINE DRIVE.
 DP3949'
 DP3949'LOCATED 71.5 FT (21.8 M) NORTH-NORTHEAST OF SURVEY MARK 23733 B, 38.0
 DP3949'FT (11.6 M) WEST-SOUTHWEST OF A WATER MONITORING WELL, 30.4 FT (9.3 M)
 DP3949'NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF LAKE JOSEPHINE ROAD,
 DP3949'6.0 FT (1.8 M) NORTH-NORTHEAST OF A WOODEN UTILITY POLE, 2.5 FT (0.8
 DP3949'M) SOUTH-SOUTHEAST OF A 4.0 FT (1.2 M) TALL CHAIN LINK FENCE AND 2.2
 DP3949'FT (0.7 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST.
 DP3949'
 DP3949'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3949'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3949
 DP3949                          STATION RECOVERY (2022)
 DP3949
 DP3949'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3949'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3950 ***********************************************************************
 DP3950  DESIGNATION -  23733 B
 DP3950  PID         -  DP3950
 DP3950  STATE/COUNTY-  FL/HIGHLANDS
 DP3950  COUNTRY     -  US
 DP3950  USGS QUAD   -  SEBRING (2018)
 DP3950
 DP3950                         *CURRENT SURVEY CONTROL
 DP3950  ______________________________________________________________________
 DP3950* NAD 83(1986) POSITION- 27 23 14.0    (N) 081 25 21.0    (W)   HD_HELD2
 DP3950* NAVD 88 ORTHO HEIGHT -    22.321 (meters)       73.23  (feet) ADJUSTED
 DP3950  ______________________________________________________________________
 DP3950  GEOID HEIGHT    -        -25.549 (meters)                     GEOID18
 DP3950  DYNAMIC HEIGHT  -         22.288 (meters)       73.12  (feet) COMP
 DP3950  MODELED GRAVITY -    979,128.8   (mgal)                       NAVD 88
 DP3950
 DP3950  VERT ORDER      -  FIRST     CLASS II
 DP3950
 DP3950.The horizontal coordinates were established by autonomous hand held GPS
 DP3950.observations and have an estimated accuracy of +/- 10 meters.
 DP3950
 DP3950.The orthometric height was determined by differential leveling and
 DP3950.adjusted by the NATIONAL GEODETIC SURVEY
 DP3950.in December 2014.
 DP3950
 DP3950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3950.GEOID18 height accuracy estimate available here.
 DP3950
 DP3950.Click photographs - Photos may exist for this station.
 DP3950
 DP3950.The dynamic height is computed by dividing the NAVD 88
 DP3950.geopotential number by the normal gravity value computed on the
 DP3950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3950.degrees latitude (g = 980.6199 gals.).
 DP3950
 DP3950.The modeled gravity was interpolated from observed gravity values.
 DP3950
 DP3950;                    North         East    Units  Estimated Accuracy
 DP3950;SPC FL E     -   338,379.      158,212.      MT  (+/- 10 meters HH2 GPS)
 DP3950
 DP3950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5822529395(NAD 83)
 DP3950
 DP3950                          SUPERSEDED SURVEY CONTROL
 DP3950
 DP3950.No superseded survey control is available for this station.
 DP3950
 DP3950_MARKER: DD = SURVEY DISK
 DP3950_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3950_STAMPING: 23733 B 2013
 DP3950_MARK LOGO: SFLWMD
 DP3950_PROJECTION: RECESSED 13 CENTIMETERS
 DP3950_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DP3950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3950+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2022
 DP3950_ROD/PIPE-DEPTH: 14.3 meters
 DP3950
 DP3950  HISTORY     - Date     Condition        Report By
 DP3950  HISTORY     - 20130719 MONUMENTED       FLDEP
 DP3950  HISTORY     - 20220715 GOOD             GEOCAC
 DP3950
 DP3950                          STATION DESCRIPTION
 DP3950
 DP3950'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP3950'THE MARK IS ABOUT 10.1 MI (16.3 KM) EAST-SOUTHEAST OF CREWSVILLE, 7.5
 DP3950'MI (12.1 KM) SOUTH OF SEBRING, 7.5 MI (12.1 KM) NORTH-NORTHWEST OF
 DP3950'LAKE PLACID, IN SECTION 33, TOWNSHIP 35 SOUTH, RANGE 29 EAST.
 DP3950'
 DP3950'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP3950'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO SOUTH ON U.S.
 DP3950'HIGHWAY 27 FOR 2.65 MI (4.3 KM) TO THE INTERSECTION OF EAST TWITTY
 DP3950'ROAD ON THE LEFT AND LAKE JOSEPHINE DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP3950'LAKE JOSEPHINE DRIVE AND GO WEST THEN SOUTH FOR 0.7 MI (1.1 KM) TO THE
 DP3950'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 47.0
 DP3950'FT (14.3 M) WITH ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DP3950'RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF THE GROUND AND 1.5 FT (0.5
 DP3950'M) BELOW THE LEVEL OF LAKE JOSEPHINE DRIVE.
 DP3950'
 DP3950'LOCATED 94.8 FT (28.9 M) SOUTH OF A WATER MONITORING WELL, 71.5 FT
 DP3950'(21.8 M) SOUTH-SOUTHWEST OF SURVEY MARK 23733 A, 31.7 FT (9.7 M)
 DP3950'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF LAKE JOSEPHINE ROAD,
 DP3950'1.9 FT (0.6 M) NORTH-NORTHWEST OF A 4.0 FT (1.2 M) TALL BARB WIRE
 DP3950'FENCE AND 1.6 FT (0.5 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 DP3950'
 DP3950'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3950'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3950
 DP3950                          STATION RECOVERY (2022)
 DP3950
 DP3950'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3950'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3954 ***********************************************************************
 DP3954  DESIGNATION -  23741 A
 DP3954  PID         -  DP3954
 DP3954  STATE/COUNTY-  FL/HIGHLANDS
 DP3954  COUNTRY     -  US
 DP3954  USGS QUAD   -  SEBRING (2018)
 DP3954
 DP3954                         *CURRENT SURVEY CONTROL
 DP3954  ______________________________________________________________________
 DP3954* NAD 83(1986) POSITION- 27 24 17.2    (N) 081 25 20.5    (W)   HD_HELD2
 DP3954* NAVD 88 ORTHO HEIGHT -    22.448 (meters)       73.65  (feet) ADJUSTED
 DP3954  ______________________________________________________________________
 DP3954  GEOID HEIGHT    -        -25.607 (meters)                     GEOID18
 DP3954  DYNAMIC HEIGHT  -         22.414 (meters)       73.54  (feet) COMP
 DP3954  MODELED GRAVITY -    979,128.1   (mgal)                       NAVD 88
 DP3954
 DP3954  VERT ORDER      -  FIRST     CLASS II
 DP3954
 DP3954.The horizontal coordinates were established by autonomous hand held GPS
 DP3954.observations and have an estimated accuracy of +/- 10 meters.
 DP3954
 DP3954.The orthometric height was determined by differential leveling and
 DP3954.adjusted by the NATIONAL GEODETIC SURVEY
 DP3954.in December 2014.
 DP3954
 DP3954.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3954.GEOID18 height accuracy estimate available here.
 DP3954
 DP3954.Click photographs - Photos may exist for this station.
 DP3954
 DP3954.The dynamic height is computed by dividing the NAVD 88
 DP3954.geopotential number by the normal gravity value computed on the
 DP3954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3954.degrees latitude (g = 980.6199 gals.).
 DP3954
 DP3954.The modeled gravity was interpolated from observed gravity values.
 DP3954
 DP3954;                    North         East    Units  Estimated Accuracy
 DP3954;SPC FL E     -   340,324.      158,232.      MT  (+/- 10 meters HH2 GPS)
 DP3954
 DP3954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5824631340(NAD 83)
 DP3954
 DP3954                          SUPERSEDED SURVEY CONTROL
 DP3954
 DP3954.No superseded survey control is available for this station.
 DP3954
 DP3954_MARKER: DD = SURVEY DISK
 DP3954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP3954_STAMPING: 23741 A 2010
 DP3954_MARK LOGO: SWFWMD
 DP3954_PROJECTION: FLUSH
 DP3954_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3954+STABILITY: SURFACE MOTION
 DP3954_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3954+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2022
 DP3954
 DP3954  HISTORY     - Date     Condition        Report By
 DP3954  HISTORY     - 2010     MONUMENTED       SWFWMD
 DP3954  HISTORY     - 20130913 GOOD             FLDEP
 DP3954  HISTORY     - 20220715 GOOD             GEOCAC
 DP3954
 DP3954                          STATION DESCRIPTION
 DP3954
 DP3954'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP3954'THE MARK IS ABOUT 9.9 MI (15.9 KM) EAST OF CREWSVILLE, 8.5 MI (13.7
 DP3954'KM) NORTH-NORTHWEST OF LAKE PLACID, 6.3 MI (10.1 KM) SOUTH OF SEBRING,
 DP3954'IN SECTION 28, TOWNSHIP 35 SOUTH, RANGE 29 EAST.
 DP3954'
 DP3954'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP3954'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO SOUTH ON U.S.
 DP3954'HIGHWAY 27 FOR 1.5 MI (2.4 KM) TO THE ENTRANCE OF BUTTONWOOD BAY
 DP3954'RETIREMENT COMMUNITY AND THE JUNCTION OF BUTTONWOOD DRIVE ON THE
 DP3954'RIGHT.  TURN RIGHT ON BUTTONWOOD DRIVE AND GO WEST FOR 0.25 MI (0.4
 DP3954'KM) TO THE INTERSECTION OF STINGRAY LANE.  TURN LEFT ON STINGRAY LANE
 DP3954'AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF BLUE MARLIN
 DP3954'DRIVE.  TURN RIGHT ON BLUE MARLIN DRIVE AND GO WEST FOR 0.1 MI (0.2
 DP3954'KM) TO A PAVED ENTRANCE TO A BOAT RAMP ON LAKE JOSEPHINE CANAL.
 DP3954'CONTINUE WEST, UNTIL THE PAVEMENT ENDS, FOR 0.05 MI (0.1 KM) TO A
 DP3954'STAFF GAUGE ON THE LEFT AND THE MARK ON THE RIGHT, AN ALUMINUM DISK
 DP3954'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 DP3954'LEVEL WITH THE SHELL ROAD.
 DP3954'
 DP3954'LOCATED 283.0 FT (86.3 M) NORTH OF THE STAFF GAUGE, 91.0 FT (27.7 M)
 DP3954'NORTH OF THE APPROXIMATE CENTERLINE OF THE NORTH END OF A DOCK ON LAKE
 DP3954'JOSEPHINE, 76.4 FT (23.3 M) EAST-NORTHEAST OF A WOODEN UTILITY POLE
 DP3954'WITH A LIGHT ATTACHED, 14.5 FT (4.4 M) NORTH OF THE APPROXIMATE
 DP3954'CENTERLINE OF AN UNNAMED SHELL ROAD AND 2.0 FT (0.6 M) SOUTH OF A
 DP3954'CARSONITE WITNESS POST.
 DP3954'
 DP3954'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3954
 DP3954                          STATION RECOVERY (2022)
 DP3954
 DP3954'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3955 ***********************************************************************
 DP3955  DESIGNATION -  23741 B
 DP3955  PID         -  DP3955
 DP3955  STATE/COUNTY-  FL/HIGHLANDS
 DP3955  COUNTRY     -  US
 DP3955  USGS QUAD   -  SEBRING (2018)
 DP3955
 DP3955                         *CURRENT SURVEY CONTROL
 DP3955  ______________________________________________________________________
 DP3955* NAD 83(1986) POSITION- 27 24 17.1    (N) 081 25 21.3    (W)   HD_HELD2
 DP3955* NAVD 88 ORTHO HEIGHT -    21.968 (meters)       72.07  (feet) ADJUSTED
 DP3955  ______________________________________________________________________
 DP3955  GEOID HEIGHT    -        -25.606 (meters)                     GEOID18
 DP3955  DYNAMIC HEIGHT  -         21.934 (meters)       71.96  (feet) COMP
 DP3955  MODELED GRAVITY -    979,128.1   (mgal)                       NAVD 88
 DP3955
 DP3955  VERT ORDER      -  FIRST     CLASS II
 DP3955
 DP3955.The horizontal coordinates were established by autonomous hand held GPS
 DP3955.observations and have an estimated accuracy of +/- 10 meters.
 DP3955
 DP3955.The orthometric height was determined by differential leveling and
 DP3955.adjusted by the NATIONAL GEODETIC SURVEY
 DP3955.in December 2014.
 DP3955
 DP3955.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3955.GEOID18 height accuracy estimate available here.
 DP3955
 DP3955.Click photographs - Photos may exist for this station.
 DP3955
 DP3955.The dynamic height is computed by dividing the NAVD 88
 DP3955.geopotential number by the normal gravity value computed on the
 DP3955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3955.degrees latitude (g = 980.6199 gals.).
 DP3955
 DP3955.The modeled gravity was interpolated from observed gravity values.
 DP3955
 DP3955;                    North         East    Units  Estimated Accuracy
 DP3955;SPC FL E     -   340,321.      158,210.      MT  (+/- 10 meters HH2 GPS)
 DP3955
 DP3955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5822431337(NAD 83)
 DP3955
 DP3955                          SUPERSEDED SURVEY CONTROL
 DP3955
 DP3955.No superseded survey control is available for this station.
 DP3955
 DP3955_MARKER: DD = SURVEY DISK
 DP3955_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3955_STAMPING: 23741 B 2013
 DP3955_MARK LOGO: SFLWMD
 DP3955_PROJECTION: RECESSED 5 CENTIMETERS
 DP3955_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3955+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2022
 DP3955_ROD/PIPE-DEPTH: 9.6 meters
 DP3955
 DP3955  HISTORY     - Date     Condition        Report By
 DP3955  HISTORY     - 20130717 MONUMENTED       FLDEP
 DP3955  HISTORY     - 20220715 GOOD             GEOCAC
 DP3955
 DP3955                          STATION DESCRIPTION
 DP3955
 DP3955'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP3955'THE MARK IS ABOUT 9.9 MI (15.9 KM) EAST OF CREWSVILLE, 8.5 MI (13.7
 DP3955'KM) NORTH-NORTHWEST OF LAKE PLACID, 6.3 MI (10.1 KM) SOUTH OF SEBRING,
 DP3955'IN SECTION 28, TOWNSHIP 35 SOUTH, RANGE 29 EAST.
 DP3955'
 DP3955'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP3955'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO SOUTH ON U.S.
 DP3955'HIGHWAY 27 FOR 1.5 MI (2.4 KM) TO THE ENTRANCE OF BUTTONWOOD BAY
 DP3955'RETIREMENT COMMUNITY AND THE JUNCTION OF BUTTONWOOD DRIVE ON THE
 DP3955'RIGHT.  TURN RIGHT ON BUTTONWOOD DRIVE AND GO WEST FOR 0.2 MI (0.3 KM)
 DP3955'TO THE INTERSECTION OF STINGRAY LANE.  TURN LEFT ON STINGRAY LANE AND
 DP3955'GO SOUTH FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF BLUE MARLIN DRIVE.
 DP3955'TURN RIGHT ON BLUE MARLIN DRIVE AND GO WEST FOR 0.1 MI (0.2 KM) TO A
 DP3955'PAVED ENTRANCE TO A BOAT RAMP ON LAKE JOSEPHINE CANAL.  CONTINUE WEST
 DP3955'FOR 0.05 MI (0.1 KM) TO A STAFF GAUGE ON THE LEFT AND A CURVE IN THE
 DP3955'ROAD, WHERE THE PAVEMENT ENDS AND THE MARK ON THE LEFT, AN ALUMINUM
 DP3955'ROD DRIVEN TO REFUSAL AT A DEPTH OF 31.5 FT (9.6 M) WITH AN ALUMINUM
 DP3955'DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW
 DP3955'THE LEVEL OF THE GROUND AND LEVEL WITH AN UNNAMED SHELL ROAD.
 DP3955'
 DP3955'LOCATED 104.0 FT (31.7 M) WEST OF THE PROJECTED CENTERLINE OF A BOAT
 DP3955'RAMP, 70.0 FT (21.3 M) WEST-SOUTHWEST OF SURVEY MARK 23741 A, 51.0 FT
 DP3955'(15.5 M) NORTHWEST OF A 2.0 FT (0.6 M) DIAMETER PINE TREE, 7.0 FT (2.1
 DP3955'M) EAST OF A WOODEN UTILITY POLE WITH A LIGHT ATTACHED AND 6.5 FT (2.0
 DP3955'M) EAST OF A CARSONITE WITNESS POST.
 DP3955'
 DP3955'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3955'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3955
 DP3955                          STATION RECOVERY (2022)
 DP3955
 DP3955'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3940 ***********************************************************************
 DP3940  DESIGNATION -  23756 A
 DP3940  PID         -  DP3940
 DP3940  STATE/COUNTY-  FL/HIGHLANDS
 DP3940  COUNTRY     -  US
 DP3940  USGS QUAD   -  SEBRING (2018)
 DP3940
 DP3940                         *CURRENT SURVEY CONTROL
 DP3940  ______________________________________________________________________
 DP3940* NAD 83(1986) POSITION- 27 26 16.0    (N) 081 27 08.4    (W)   HD_HELD2
 DP3940* NAVD 88 ORTHO HEIGHT -    28.886 (meters)       94.77  (feet) ADJUSTED
 DP3940  ______________________________________________________________________
 DP3940  GEOID HEIGHT    -        -25.658 (meters)                     GEOID18
 DP3940  DYNAMIC HEIGHT  -         28.842 (meters)       94.63  (feet) COMP
 DP3940  MODELED GRAVITY -    979,127.7   (mgal)                       NAVD 88
 DP3940
 DP3940  VERT ORDER      -  FIRST     CLASS II
 DP3940
 DP3940.The horizontal coordinates were established by autonomous hand held GPS
 DP3940.observations and have an estimated accuracy of +/- 10 meters.
 DP3940
 DP3940.The orthometric height was determined by differential leveling and
 DP3940.adjusted by the NATIONAL GEODETIC SURVEY
 DP3940.in December 2014.
 DP3940
 DP3940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3940.GEOID18 height accuracy estimate available here.
 DP3940
 DP3940.Click photographs - Photos may exist for this station.
 DP3940
 DP3940.The dynamic height is computed by dividing the NAVD 88
 DP3940.geopotential number by the normal gravity value computed on the
 DP3940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3940.degrees latitude (g = 980.6199 gals.).
 DP3940
 DP3940.The modeled gravity was interpolated from observed gravity values.
 DP3940
 DP3940;                    North         East    Units  Estimated Accuracy
 DP3940;SPC FL E     -   343,991.      155,281.      MT  (+/- 10 meters HH2 GPS)
 DP3940
 DP3940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5529635005(NAD 83)
 DP3940
 DP3940                          SUPERSEDED SURVEY CONTROL
 DP3940
 DP3940.No superseded survey control is available for this station.
 DP3940
 DP3940_MARKER: DD = SURVEY DISK
 DP3940_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3940_STAMPING: 23756 A 2013
 DP3940_MARK LOGO: SWFWMD
 DP3940_PROJECTION: RECESSED 5 CENTIMETERS
 DP3940_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3940+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2022
 DP3940_ROD/PIPE-DEPTH: 11.6 meters
 DP3940
 DP3940  HISTORY     - Date     Condition        Report By
 DP3940  HISTORY     - 20130720 MONUMENTED       FLDEP
 DP3940  HISTORY     - 20220614 GOOD             GEOCAC
 DP3940
 DP3940                          STATION DESCRIPTION
 DP3940
 DP3940'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP3940'THE MARK IS ABOUT 11.4 MI (18.3 KM) SOUTH-SOUTHEAST OF AVON PARK, 8.1
 DP3940'MI (13.0 KM) EAST OF CREWSVILLE, 4.0 MI (6.4 KM) SOUTH OF SEBRING, IN
 DP3940'SECTION 18, TOWNSHIP 35 SOUTH, RANGE 29 EAST.
 DP3940'
 DP3940'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP3940'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEABRING, GO NORTH ON U.S.
 DP3940'HIGHWAY 27 FOR 3.5 MI (5.6 KM) TO THE INTERSECTION OF SEABRING DRIVE.
 DP3940'CONTINUE NORTH AND WEST ON U.S. HIGHWAY 27 FOR 0.45 MI (0.7 KM) TO THE
 DP3940'JUNCTION OF SPARTA ROAD ON THE LEFT.  TURN LEFT ON SPARTA ROAD AND GO
 DP3940'SOUTH FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HOLMES ROAD ON THE RIGHT.
 DP3940'CONTINUE SOUTH ON SPARTA ROAD FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF
 DP3940'BASSAGE ROAD ON THE RIGHT.  TURN RIGHT ON BASSAGE ROAD AND GO WEST FOR
 DP3940'0.05 MI (0.1 KM) TO THE JUNCTION OF MATTEE DRIVE ON THE LEFT.  TURN
 DP3940'LEFT ON MATTEE DRIVE AND GO SOUTH FOR 0.25 MI (0.4 KM) TO THE
 DP3940'Y-JUNCTION OF INDIAN DRIVE, BEAR LEFT ON INDIAN DRIVE AND GO SOUTH FOR
 DP3940'ABOUT 168.0 FT (51.2 M) TO THE DRIVEWAY (ADDRESS 1603 INDIAN DRIVE)
 DP3940'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP3940'DEPTH OF 38.0 FT (11.6 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DP3940'(10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DP3940'AND 0.5 FT (15 CM) BELOW THE LEVEL OF THE ROAD.
 DP3940'
 DP3940'LOCATED 198.0 FT (60.4 M) NORTH-NORTHEAST OF SURVEY MARK 23756 B, 19.4
 DP3940'FT (5.9 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF INDIAN DRIVE,
 DP3940'13.0 FT (4.0 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 DP3940'CONCRETE DRIVEWAY FOR 1603 INDIAN DRIVE, 6.6 FT (2.0 M)
 DP3940'NORTH-NORTHEAST OF A WOODEN POWER POLE NUMBER 2869 AND 6.2 FT (1.9 M)
 DP3940'NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DP3940'
 DP3940'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3940'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3940
 DP3940                          STATION RECOVERY (2022)
 DP3940
 DP3940'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3940'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3941 ***********************************************************************
 DP3941  DESIGNATION -  23756 B
 DP3941  PID         -  DP3941
 DP3941  STATE/COUNTY-  FL/HIGHLANDS
 DP3941  COUNTRY     -  US
 DP3941  USGS QUAD   -  SEBRING (2018)
 DP3941
 DP3941                         *CURRENT SURVEY CONTROL
 DP3941  ______________________________________________________________________
 DP3941* NAD 83(1986) POSITION- 27 26 14.6    (N) 081 27 09.9    (W)   HD_HELD2
 DP3941* NAVD 88 ORTHO HEIGHT -    28.322 (meters)       92.92  (feet) ADJUSTED
 DP3941  ______________________________________________________________________
 DP3941  GEOID HEIGHT    -        -25.656 (meters)                     GEOID18
 DP3941  DYNAMIC HEIGHT  -         28.279 (meters)       92.78  (feet) COMP
 DP3941  MODELED GRAVITY -    979,127.7   (mgal)                       NAVD 88
 DP3941
 DP3941  VERT ORDER      -  FIRST     CLASS II
 DP3941
 DP3941.The horizontal coordinates were established by autonomous hand held GPS
 DP3941.observations and have an estimated accuracy of +/- 10 meters.
 DP3941
 DP3941.The orthometric height was determined by differential leveling and
 DP3941.adjusted by the NATIONAL GEODETIC SURVEY
 DP3941.in December 2014.
 DP3941
 DP3941.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3941.GEOID18 height accuracy estimate available here.
 DP3941
 DP3941.Click photographs - Photos may exist for this station.
 DP3941
 DP3941.The dynamic height is computed by dividing the NAVD 88
 DP3941.geopotential number by the normal gravity value computed on the
 DP3941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3941.degrees latitude (g = 980.6199 gals.).
 DP3941
 DP3941.The modeled gravity was interpolated from observed gravity values.
 DP3941
 DP3941;                    North         East    Units  Estimated Accuracy
 DP3941;SPC FL E     -   343,948.      155,240.      MT  (+/- 10 meters HH2 GPS)
 DP3941
 DP3941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5525534963(NAD 83)
 DP3941
 DP3941                          SUPERSEDED SURVEY CONTROL
 DP3941
 DP3941.No superseded survey control is available for this station.
 DP3941
 DP3941_MARKER: DD = SURVEY DISK
 DP3941_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3941_STAMPING: 23756 B 2013
 DP3941_MARK LOGO: SWFWMD
 DP3941_PROJECTION: RECESSED 10 CENTIMETERS
 DP3941_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3941+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2022
 DP3941_ROD/PIPE-DEPTH: 15.5 meters
 DP3941
 DP3941  HISTORY     - Date     Condition        Report By
 DP3941  HISTORY     - 20130720 MONUMENTED       FLDEP
 DP3941  HISTORY     - 20220614 GOOD             GEOCAC
 DP3941
 DP3941                          STATION DESCRIPTION
 DP3941
 DP3941'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP3941'THE MARK IS ABOUT 11.4 MI (18.3 KM) SOUTH-SOUTHEAST OF AVON PARK, 8.1
 DP3941'MI (13.0 KM) EAST OF CREWSVILLE, 4.0 MI (6.4 KM) SOUTH OF SEBRING, IN
 DP3941'SECTION 18, TOWNSHIP 35 SOUTH, RANGE 29 EAST.
 DP3941'
 DP3941'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP3941'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEABRING, GO NORTH ON U.S.
 DP3941'HIGHWAY 27 FOR 3.5 MI (5.6 KM) TO THE INTERSECTION OF SEABRING DRIVE.
 DP3941'CONTINUE NORTH AND WEST ON U.S. HIGHWAY 27 FOR 0.45 MI (0.7 KM) TO THE
 DP3941'JUNCTION OF SPARTA ROAD ON THE LEFT.  TURN LEFT ON SPARTA ROAD AND GO
 DP3941'SOUTH FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF HOLMES ROAD ON THE RIGHT.
 DP3941'CONTINUE SOUTH ON SPARTA ROAD FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF
 DP3941'BASSAGE ROAD ON THE RIGHT.  TURN RIGHT ON BASSAGE ROAD AND GO WEST FOR
 DP3941'0.05 MI (0.1 KM) TO THE JUNCTION OF MATTEE DRIVE ON THE LEFT.  TURN
 DP3941'LEFT ON MATTEE DRIVE AND GO SOUTH FOR 0.25 MI (0.4 KM) TO THE
 DP3941'Y-JUNCTION OF INDIAN DRIVE, BEAR LEFT ON INDIAN DRIVE AND GO SOUTH FOR
 DP3941'ABOUT 168.0 FT (51.2 M) TO THE DRIVEWAY (ADDRESS 1603 INDIAN DRIVE)
 DP3941'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP3941'DEPTH OF 51.0 FT (15.5 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DP3941'(10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DP3941'AND 1.0 FT (0.3 M) BELOW THE LEVEL OF THE ROAD.
 DP3941'
 DP3941'LOCATED 198.0 FT (60.4 M) SOUTH-SOUTHWEST OF SURVEY MARK 23756 A, 42.2
 DP3941'FT (12.9 M) SOUTH-SOUTHEAST OF A METAL TELEVISION ANTENNA, 28.5 FT
 DP3941'(8.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE PATIO, 3.5 FT (1.1 M)
 DP3941'SOUTH-SOUTHWEST OF A WOODEN POWER POLE WITH A TRANSFORMER AND LIGHT
 DP3941'ATTACHED AND 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS
 DP3941'POST.
 DP3941'
 DP3941'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3941'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3941
 DP3941                          STATION RECOVERY (2022)
 DP3941
 DP3941'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3941'THE CARSONITE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP1206 ***********************************************************************
 DP1206  DESIGNATION -  23757 A
 DP1206  PID         -  DP1206
 DP1206  STATE/COUNTY-  FL/HIGHLANDS
 DP1206  COUNTRY     -  US
 DP1206  USGS QUAD   -  SEBRING (2018)
 DP1206
 DP1206                         *CURRENT SURVEY CONTROL
 DP1206  ______________________________________________________________________
 DP1206* NAD 83(1986) POSITION- 27 25 34.6    (N) 081 27 31.8    (W)   HD_HELD2
 DP1206* NAVD 88 ORTHO HEIGHT -    28.309 (meters)       92.88  (feet) ADJUSTED
 DP1206  ______________________________________________________________________
 DP1206  GEOID HEIGHT    -        -25.611 (meters)                     GEOID18
 DP1206  DYNAMIC HEIGHT  -         28.266 (meters)       92.74  (feet) COMP
 DP1206  MODELED GRAVITY -    979,128.1   (mgal)                       NAVD 88
 DP1206
 DP1206  VERT ORDER      -  SECOND    CLASS I
 DP1206
 DP1206.The horizontal coordinates were established by autonomous hand held GPS
 DP1206.observations and have an estimated accuracy of +/- 10 meters.
 DP1206
 DP1206.The orthometric height was determined by differential leveling and
 DP1206.adjusted by the NATIONAL GEODETIC SURVEY
 DP1206.in January 2014.
 DP1206
 DP1206.No vertical observational check was made to the station.
 DP1206
 DP1206.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1206.GEOID18 height accuracy estimate available here.
 DP1206
 DP1206.Click photographs - Photos may exist for this station.
 DP1206
 DP1206.The dynamic height is computed by dividing the NAVD 88
 DP1206.geopotential number by the normal gravity value computed on the
 DP1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1206.degrees latitude (g = 980.6199 gals.).
 DP1206
 DP1206.The modeled gravity was interpolated from observed gravity values.
 DP1206
 DP1206;                    North         East    Units  Estimated Accuracy
 DP1206;SPC FL E     -   342,719.      154,634.      MT  (+/- 10 meters HH2 GPS)
 DP1206
 DP1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5464933734(NAD 83)
 DP1206
 DP1206                          SUPERSEDED SURVEY CONTROL
 DP1206
 DP1206.No superseded survey control is available for this station.
 DP1206
 DP1206_MARKER: DD = SURVEY DISK
 DP1206_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1206_STAMPING: 23757 A 2013
 DP1206_MARK LOGO: SWFWMD
 DP1206_PROJECTION: RECESSED 18 CENTIMETERS
 DP1206_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP1206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1206+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2022
 DP1206_ROD/PIPE-DEPTH: 8.2 meters
 DP1206
 DP1206  HISTORY     - Date     Condition        Report By
 DP1206  HISTORY     - 20130717 MONUMENTED       FLDEP
 DP1206  HISTORY     - 20220617 GOOD             GEOCAC
 DP1206
 DP1206                          STATION DESCRIPTION
 DP1206
 DP1206'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP1206'THE MARK IS ABOUT 10.9 MI (17.5 KM) NORTH-NORTHWEST OF LAKE PLACID,
 DP1206'7.6 MI (12.2 KM) EAST OF CREWSVILLE, 4.9 MI (7.9 KM) SOUTH-SOUTHWEST
 DP1206'OF SEBRING, IN SECTION 19, TOWNSHIP 35 SOUTH, RANGE 29 EAST.
 DP1206'PERMISSION MUST BE OBTAINED FROM THE HIGHLANDS LAKES RESERVE VISITOR
 DP1206'CENTER (CONTACT TOM MARTIN PHONE NUMBER 813-714-2641).
 DP1206'
 DP1206'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP1206'HIGHWAY 27 ABOUT 5.5 MI (8.8 KM) SOUTH OF SEBRING, GO WEST ON STATE
 DP1206'ROAD 66 FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF WOODLAND CREEK TRAIL ON
 DP1206'THE RIGHT.  TURN RIGHT ON WOODLAND CREEK TRAIL AND GO NORTHEAST FOR
 DP1206'1.0 MI (1.6 KM) TO THE JUNCTION OF CAMP SHORE ROAD AND THE ENTRANCE TO
 DP1206'THE HIGHLANDS RESERVE VISITOR CENTER.  CONTINUE NORTH ON THE ENTRANCE
 DP1206'ROAD FOR ABOUT 200.0 FT (61.0 M) TO THE PARKING AREA, THEN BY FOOT GO
 DP1206'NORTH-NORTHEAST FOR ABOUT 370.0 FT (112.8 M) TO A WOODEN DOCK AND THE
 DP1206'MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 27.0 FT (8.2 M)
 DP1206'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DP1206'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND.
 DP1206'
 DP1206'LOCATED 408.0 FT (124.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF CAMP
 DP1206'SHORE ROAD, 62.5 FT (19.1 M) WEST-NORTHWEST OF SURVEY MARK 23757 B,
 DP1206'60.7 FT (18.5 M) WEST OF THE APPROXIMATE CENTERLINE OF A WOODEN DOCK,
 DP1206'31.5 FT (9.6 M) NORTH OF A 36-INCH (91 CM) PINE TREE AND 6.3 FT (1.9
 DP1206'M) SOUTH OF A CARSONITE WITNESS POST.
 DP1206'
 DP1206'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP1206'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP1206
 DP1206                          STATION RECOVERY (2022)
 DP1206
 DP1206'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP1206'THE HIGHLANDS RESERVE VISITOR CENTER, PARKING AREA AND THE WOODEN DOCK
 DP1206'HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP1207 ***********************************************************************
 DP1207  DESIGNATION -  23757 B
 DP1207  PID         -  DP1207
 DP1207  STATE/COUNTY-  FL/HIGHLANDS
 DP1207  COUNTRY     -  US
 DP1207  USGS QUAD   -  SEBRING (2018)
 DP1207
 DP1207                         *CURRENT SURVEY CONTROL
 DP1207  ______________________________________________________________________
 DP1207* NAD 83(1986) POSITION- 27 25 34.9    (N) 081 27 31.3    (W)   HD_HELD2
 DP1207* NAVD 88 ORTHO HEIGHT -    28.524 (meters)       93.58  (feet) ADJUSTED
 DP1207  ______________________________________________________________________
 DP1207  GEOID HEIGHT    -        -25.611 (meters)                     GEOID18
 DP1207  DYNAMIC HEIGHT  -         28.481 (meters)       93.44  (feet) COMP
 DP1207  MODELED GRAVITY -    979,128.0   (mgal)                       NAVD 88
 DP1207
 DP1207  VERT ORDER      -  SECOND    CLASS I
 DP1207
 DP1207.The horizontal coordinates were established by autonomous hand held GPS
 DP1207.observations and have an estimated accuracy of +/- 10 meters.
 DP1207
 DP1207.The orthometric height was determined by differential leveling and
 DP1207.adjusted by the NATIONAL GEODETIC SURVEY
 DP1207.in January 2014.
 DP1207
 DP1207.No vertical observational check was made to the station.
 DP1207
 DP1207.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1207.GEOID18 height accuracy estimate available here.
 DP1207
 DP1207.Click photographs - Photos may exist for this station.
 DP1207
 DP1207.The dynamic height is computed by dividing the NAVD 88
 DP1207.geopotential number by the normal gravity value computed on the
 DP1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1207.degrees latitude (g = 980.6199 gals.).
 DP1207
 DP1207.The modeled gravity was interpolated from observed gravity values.
 DP1207
 DP1207;                    North         East    Units  Estimated Accuracy
 DP1207;SPC FL E     -   342,729.      154,648.      MT  (+/- 10 meters HH2 GPS)
 DP1207
 DP1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5466333743(NAD 83)
 DP1207
 DP1207                          SUPERSEDED SURVEY CONTROL
 DP1207
 DP1207.No superseded survey control is available for this station.
 DP1207
 DP1207_MARKER: DD = SURVEY DISK
 DP1207_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP1207_SP_SET: SLAB
 DP1207_STAMPING: 23757 B 2013
 DP1207_MARK LOGO: FLDEP
 DP1207_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP1207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1207+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2022
 DP1207
 DP1207  HISTORY     - Date     Condition        Report By
 DP1207  HISTORY     - 20130713 MONUMENTED       FLDEP
 DP1207  HISTORY     - 20220617 GOOD             GEOCAC
 DP1207
 DP1207                          STATION DESCRIPTION
 DP1207
 DP1207'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP1207'THE MARK IS ABOUT 10.9 MI (17.5 KM) NORTH-NORTHWEST OF LAKE PLACID,
 DP1207'7.6 MI (12.2 KM) EAST OF CREWSVILLE, 4.9 MI (7.9 KM) SOUTH-SOUTHWEST
 DP1207'OF SEBRING, IN SECTION 19, TOWNSHIP 35 SOUTH, RANGE 29 EAST.
 DP1207'PERMISSION MUST BE OBTAINED FROM THE HIGHLANDS LAKES RESERVE VISITOR
 DP1207'CENTER (CONTACT TOM MARTIN PHONE NUMBER 813-714-2641).
 DP1207'
 DP1207'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP1207'HIGHWAY 27 ABOUT 5.5 MI (8.8 KM) SOUTH OF SEBRING, GO WEST ON STATE
 DP1207'ROAD 66 FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF WOODLAND CREEK TRAIL ON
 DP1207'THE RIGHT.  TURN RIGHT ON WOODLAND CREEK TRAIL AND GO NORTHEAST FOR
 DP1207'1.0 MI (1.6 KM) TO THE JUNCTION OF CAMP SHORE ROAD AND THE ENTRANCE TO
 DP1207'THE HIGHLANDS RESERVE VISITOR CENTER.  CONTINUE NORTH ON THE ENTRANCE
 DP1207'ROAD FOR ABOUT 200.0 FT (61.0 M) TO THE PARKING AREA, THEN BY FOOT GO
 DP1207'NORTH-NORTHEAST FOR ABOUT 370.0 FT (112.8 M) TO A WOODEN DOCK AND THE
 DP1207'MARK, SET FLUSH IN THE CONCRETE SLAB IN FRONT OF THE WOODEN DOCK.
 DP1207'
 DP1207'LOCATED 420.0 FT (128.0 M) NORTH FROM THE APPROXIMATE CENTERLINE OF
 DP1207'CAMP SHORE ROAD, 120.0 FT (36.6 M) SOUTH OF THE WATER STAFF GAGE AND
 DP1207'62.5 FT (19.1 M) EAST-NORTHEAST OF SURVEY MARK 23757 A.
 DP1207
 DP1207                          STATION RECOVERY (2022)
 DP1207
 DP1207'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP1207'THE HIGHLANDS RESERVE VISITOR CENTER, PARKING AREA, WATER STAFF GAGE
 DP1207'AND THE WOODEN DOCK HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9149 ***********************************************************************
 DO9149  DESIGNATION -  23766 A
 DO9149  PID         -  DO9149
 DO9149  STATE/COUNTY-  FL/POLK
 DO9149  COUNTRY     -  US
 DO9149  USGS QUAD   -  FROSTPROOF (2018)
 DO9149
 DO9149                         *CURRENT SURVEY CONTROL
 DO9149  ______________________________________________________________________
 DO9149* NAD 83(1986) POSITION- 27 40 46.7    (N) 081 33 53.5    (W)   HD_HELD2
 DO9149* NAVD 88 ORTHO HEIGHT -    32.325 (meters)      106.05  (feet) ADJUSTED
 DO9149  ______________________________________________________________________
 DO9149  GEOID HEIGHT    -        -26.007 (meters)                     GEOID18
 DO9149  DYNAMIC HEIGHT  -         32.276 (meters)      105.89  (feet) COMP
 DO9149  MODELED GRAVITY -    979,138.2   (mgal)                       NAVD 88
 DO9149
 DO9149  VERT ORDER      -  FIRST     CLASS II
 DO9149
 DO9149.The horizontal coordinates were established by autonomous hand held GPS
 DO9149.observations and have an estimated accuracy of +/- 10 meters.
 DO9149
 DO9149.The orthometric height was determined by differential leveling and
 DO9149.adjusted by the NATIONAL GEODETIC SURVEY
 DO9149.in December 2013.
 DO9149
 DO9149.No vertical observational check was made to the station.
 DO9149
 DO9149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9149.GEOID18 height accuracy estimate available here.
 DO9149
 DO9149.Click photographs - Photos may exist for this station.
 DO9149
 DO9149.The dynamic height is computed by dividing the NAVD 88
 DO9149.geopotential number by the normal gravity value computed on the
 DO9149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9149.degrees latitude (g = 980.6199 gals.).
 DO9149
 DO9149.The modeled gravity was interpolated from observed gravity values.
 DO9149
 DO9149;                    North         East    Units  Estimated Accuracy
 DO9149;SPC FL W     -   370,785.      242,925.      MT  (+/- 10 meters HH2 GPS)
 DO9149
 DO9149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4429761842(NAD 83)
 DO9149
 DO9149                          SUPERSEDED SURVEY CONTROL
 DO9149
 DO9149.No superseded survey control is available for this station.
 DO9149
 DO9149_MARKER: DD = SURVEY DISK
 DO9149_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9149_STAMPING: 23766 A 2012
 DO9149_MARK LOGO: SWFWMD
 DO9149_PROJECTION: FLUSH
 DO9149_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9149+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO9149_ROD/PIPE-DEPTH: 24.4 meters
 DO9149
 DO9149  HISTORY     - Date     Condition        Report By
 DO9149  HISTORY     - 20121204 MONUMENTED       FLDEP
 DO9149
 DO9149                          STATION DESCRIPTION
 DO9149
 DO9149'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9149'THE MARK IS ABOUT 6.8 MI (10.9 KM) NORTH-NORTHWEST OF AVON PARK, 5.0
 DO9149'MI (8.0 KM) SOUTH-SOUTHWEST OF FROSTPROOF, 4.0 MI (6.4 KM)
 DO9149'EAST-NORTHEAST OF BEREAH, IN SECTION 24, TOWNSHIP 32 SOUTH, RANGE 27
 DO9149'EAST.
 DO9149'
 DO9149'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9149'17 (SCENIC HIGHWAY) AND AVON PARK CUTOFF ROAD NORTH, ABOUT 5.0 MI (8.0
 DO9149'KM) SOUTH OF FROSTPROOF, GO NORTHWEST ON U.S. HIGHWAY 27 FOR 0.7 MI
 DO9149'(1.1 KM) TO THE JUNCTION OF LAKE STREETY ROAD ON THE LEFT.  TURN LEFT
 DO9149'ON LAKE STREETY ROAD AND GO SOUTHWEST FOR 0.35 MI (0.6 KM) TO THE
 DO9149'JUNCTION OF A DIRT ROAD ON THE LEFT.  TURN LEFT ON THE DIRT ROAD AND
 DO9149'GO SOUTH FOR 0.3 MI (0.5 KM) TO A PUMP HOUSE AND STAFF GAUGE ON THE
 DO9149'RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DO9149'A DEPTH OF 80.0 FT (24.4 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DO9149'(10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DO9149'
 DO9149'LOCATED 140.0 FT (42.7 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DO9149'DIRT ROAD, 94.9 FT (28.9 M) NORTHEAST OF SURVEY MARK 23766 B, 55.8 FT
 DO9149'(17.0 M) NORTHEAST OF AN ELEVATED 12-INCH PVC WATER LINE, 50.2 FT
 DO9149'(15.3 M) NORTH OF THE NORTHEAST CORNER OF THE PUMP HOUSE, 44.0 FT
 DO9149'(13.4 M) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE PUMP HOUSE AND
 DO9149'1.8 FT (0.5 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9149'
 DO9149'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9149'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9150 ***********************************************************************
 DO9150  DESIGNATION -  23766 B
 DO9150  PID         -  DO9150
 DO9150  STATE/COUNTY-  FL/POLK
 DO9150  COUNTRY     -  US
 DO9150  USGS QUAD   -  FROSTPROOF (2018)
 DO9150
 DO9150                         *CURRENT SURVEY CONTROL
 DO9150  ______________________________________________________________________
 DO9150* NAD 83(1986) POSITION- 27 40 45.9    (N) 081 33 53.6    (W)   HD_HELD2
 DO9150* NAVD 88 ORTHO HEIGHT -    32.392 (meters)      106.27  (feet) ADJUSTED
 DO9150  ______________________________________________________________________
 DO9150  GEOID HEIGHT    -        -26.006 (meters)                     GEOID18
 DO9150  DYNAMIC HEIGHT  -         32.343 (meters)      106.11  (feet) COMP
 DO9150  MODELED GRAVITY -    979,138.2   (mgal)                       NAVD 88
 DO9150
 DO9150  VERT ORDER      -  FIRST     CLASS II
 DO9150
 DO9150.The horizontal coordinates were established by autonomous hand held GPS
 DO9150.observations and have an estimated accuracy of +/- 10 meters.
 DO9150
 DO9150.The orthometric height was determined by differential leveling and
 DO9150.adjusted by the NATIONAL GEODETIC SURVEY
 DO9150.in December 2013.
 DO9150
 DO9150.No vertical observational check was made to the station.
 DO9150
 DO9150.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9150.GEOID18 height accuracy estimate available here.
 DO9150
 DO9150.Click photographs - Photos may exist for this station.
 DO9150
 DO9150.The dynamic height is computed by dividing the NAVD 88
 DO9150.geopotential number by the normal gravity value computed on the
 DO9150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9150.degrees latitude (g = 980.6199 gals.).
 DO9150
 DO9150.The modeled gravity was interpolated from observed gravity values.
 DO9150
 DO9150;                    North         East    Units  Estimated Accuracy
 DO9150;SPC FL W     -   370,761.      242,922.      MT  (+/- 10 meters HH2 GPS)
 DO9150
 DO9150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4429461818(NAD 83)
 DO9150
 DO9150                          SUPERSEDED SURVEY CONTROL
 DO9150
 DO9150.No superseded survey control is available for this station.
 DO9150
 DO9150_MARKER: DD = SURVEY DISK
 DO9150_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9150_STAMPING: 23766 B 2012
 DO9150_MARK LOGO: SWFWMD
 DO9150_PROJECTION: FLUSH
 DO9150_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9150+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO9150_ROD/PIPE-DEPTH: 24.4 meters
 DO9150
 DO9150  HISTORY     - Date     Condition        Report By
 DO9150  HISTORY     - 20121204 MONUMENTED       FLDEP
 DO9150
 DO9150                          STATION DESCRIPTION
 DO9150
 DO9150'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9150'THE MARK IS ABOUT 6.8 MI (10.9 KM) NORTH-NORTHWEST OF AVON PARK, 5.0
 DO9150'MI (8.0 KM) SOUTH-SOUTHWEST OF FROSTPROOF, 4.0 MI (6.4 KM)
 DO9150'EAST-NORTHEAST OF BEREAH, IN SECTION 24, TOWNSHIP 32 SOUTH, RANGE 27
 DO9150'EAST.
 DO9150'
 DO9150'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9150'17 (SCENIC HIGHWAY) AND AVON PARK CUTOFF ROAD NORTH, ABOUT 5.0 MI (8.0
 DO9150'KM) SOUTH OF FROSTPROOF, GO NORTHWEST ON U.S. HIGHWAY 27 FOR 0.7 MI
 DO9150'(1.1 KM) TO THE JUNCTION OF LAKE STREETY ROAD ON THE LEFT.  TURN LEFT
 DO9150'ON LAKE STREETY ROAD AND GO SOUTHWEST FOR 0.35 MI (0.6 KM) TO THE
 DO9150'JUNCTION OF A DIRT ROAD ON THE LEFT.  TURN LEFT ON THE DIRT ROAD AND
 DO9150'GO SOUTH FOR 0.3 MI (0.5 KM) TO A PUMP HOUSE AND STAFF GAUGE ON THE
 DO9150'RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DO9150'A DEPTH OF 80.0 FT (24.4 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DO9150'(10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DO9150'
 DO9150'LOCATED 124.4 FT (37.9 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DO9150'DIRT ROAD, 94.9 FT (28.9 M) SOUTHWEST OF SURVEY MARK 23766 A, 31.0 FT
 DO9150'(9.4 M) SOUTH OF THE SOUTHWEST CORNER OF THE PUMP HOUSE, 24.7 FT (7.5
 DO9150'M) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE PUMP HOUSE AND 1.0
 DO9150'FT (0.3 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DO9150'
 DO9150'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9150'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3928 ***********************************************************************
 DP3928  DESIGNATION -  23770 A
 DP3928  PID         -  DP3928
 DP3928  STATE/COUNTY-  FL/HIGHLANDS
 DP3928  COUNTRY     -  US
 DP3928  USGS QUAD   -  FROSTPROOF (2018)
 DP3928
 DP3928                         *CURRENT SURVEY CONTROL
 DP3928  ______________________________________________________________________
 DP3928* NAD 83(1986) POSITION- 27 38 37.3    (N) 081 30 37.6    (W)   HD_HELD2
 DP3928* NAVD 88 ORTHO HEIGHT -    32.375 (meters)      106.22  (feet) ADJUSTED
 DP3928  ______________________________________________________________________
 DP3928  GEOID HEIGHT    -        -26.077 (meters)                     GEOID18
 DP3928  DYNAMIC HEIGHT  -         32.326 (meters)      106.06  (feet) COMP
 DP3928  MODELED GRAVITY -    979,131.4   (mgal)                       NAVD 88
 DP3928
 DP3928  VERT ORDER      -  FIRST     CLASS II
 DP3928
 DP3928.The horizontal coordinates were established by autonomous hand held GPS
 DP3928.observations and have an estimated accuracy of +/- 10 meters.
 DP3928
 DP3928.The orthometric height was determined by differential leveling and
 DP3928.adjusted by the NATIONAL GEODETIC SURVEY
 DP3928.in February 2015.
 DP3928
 DP3928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3928.GEOID18 height accuracy estimate available here.
 DP3928
 DP3928.Click photographs - Photos may exist for this station.
 DP3928
 DP3928.The dynamic height is computed by dividing the NAVD 88
 DP3928.geopotential number by the normal gravity value computed on the
 DP3928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3928.degrees latitude (g = 980.6199 gals.).
 DP3928
 DP3928.The modeled gravity was interpolated from observed gravity values.
 DP3928
 DP3928;                    North         East    Units  Estimated Accuracy
 DP3928;SPC FL E     -   366,831.      149,630.      MT  (+/- 10 meters HH2 GPS)
 DP3928
 DP3928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4964757837(NAD 83)
 DP3928
 DP3928                          SUPERSEDED SURVEY CONTROL
 DP3928
 DP3928.No superseded survey control is available for this station.
 DP3928
 DP3928_MARKER: DD = SURVEY DISK
 DP3928_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3928_STAMPING: 23770 A 2013
 DP3928_MARK LOGO: SWFWMD
 DP3928_PROJECTION: RECESSED 5 CENTIMETERS
 DP3928_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3928+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2022
 DP3928_ROD/PIPE-DEPTH: 13.0 meters
 DP3928
 DP3928  HISTORY     - Date     Condition        Report By
 DP3928  HISTORY     - 20130620 MONUMENTED       FLDEP
 DP3928  HISTORY     - 20220627 GOOD             GEOCAC
 DP3928
 DP3928                          STATION DESCRIPTION
 DP3928
 DP3928'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3928'THE MARK IS ABOUT 7.2 MI (11.6 KM) EAST OF BEREAH, 7.1 MI (11.4 KM)
 DP3928'SOUTH OF FROSTPROOF, 3.3 MI (5.3 KM) NORTH OF AVON PARK, IN SECTION 3,
 DP3928'TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3928'
 DP3928'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3928'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3928'ON U.S. HIGHWAY 27 FOR 2.6 MI (4.2 KM) TO THE JUNCTION OF NORTH LAKE
 DP3928'DAMON ROAD ON THE RIGHT.  TURN RIGHT ON NORTH LAKE DAMON ROAD AND GO
 DP3928'EAST AND NORTHEAST FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF LAKE DAMON
 DP3928'DRIVE ON THE RIGHT.  TURN RIGHT ON LAKE DAMON DRIVE AND GO NORTHEAST
 DP3928'FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF NORTH TWIN LAKES DRIVE ON THE
 DP3928'LEFT.  TURN LEFT ON NORTH TWIN LAKES DRIVE AND GO NORTH FOR 0.25 MI
 DP3928'(0.4 KM) TO THE JUNCTION OF WEST TROUT LAKE DRIVE.  TURN LEFT ON WEST
 DP3928'LAKE TROUT DRIVE AND GO WEST FOR ABOUT 230.0 FT (70.1 M) TO A GOLF
 DP3928'CART PATH.  TURN RIGHT ON THE CART PATH AND GO NORTH FOR ABOUT 150.0
 DP3928'FT (45.7 M) TO A BEACH AREA AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DP3928'DRIVEN TO REFUSAL AT A DEPTH OF 42.5 FT (13.0 M) WITH AN ALUMINUM DISK
 DP3928'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DP3928'LEVEL OF THE GROUND.
 DP3928'
 DP3928'LOCATED 115.2 FT (35.1 M) EAST OF SURVEY MARK 23770 B, 31.2 FT (9.5 M)
 DP3928'NORTH OF A 28-INCH (71 CM) DIAMETER OAK TREE, 25.0 FT (7.6 M)
 DP3928'SOUTH-SOUTHWEST OF A WOODEN POWER POLE WITH 2 TRANSFORMERS ATTACHED,
 DP3928'21.3 FT (6.5 M) WEST OF THE SOUTHWEST CORNER OF THE STORAGE SHED AND
 DP3928'3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST.
 DP3928'
 DP3928'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3928'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3928
 DP3928                          STATION RECOVERY (2022)
 DP3928
 DP3928'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3928'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3929 ***********************************************************************
 DP3929  DESIGNATION -  23770 B
 DP3929  PID         -  DP3929
 DP3929  STATE/COUNTY-  FL/HIGHLANDS
 DP3929  COUNTRY     -  US
 DP3929  USGS QUAD   -  FROSTPROOF (2018)
 DP3929
 DP3929                         *CURRENT SURVEY CONTROL
 DP3929  ______________________________________________________________________
 DP3929* NAD 83(1986) POSITION- 27 38 37.7    (N) 081 30 38.8    (W)   HD_HELD2
 DP3929* NAVD 88 ORTHO HEIGHT -    32.337 (meters)      106.09  (feet) ADJUSTED
 DP3929  ______________________________________________________________________
 DP3929  GEOID HEIGHT    -        -26.076 (meters)                     GEOID18
 DP3929  DYNAMIC HEIGHT  -         32.288 (meters)      105.93  (feet) COMP
 DP3929  MODELED GRAVITY -    979,131.4   (mgal)                       NAVD 88
 DP3929
 DP3929  VERT ORDER      -  FIRST     CLASS II
 DP3929
 DP3929.The horizontal coordinates were established by autonomous hand held GPS
 DP3929.observations and have an estimated accuracy of +/- 10 meters.
 DP3929
 DP3929.The orthometric height was determined by differential leveling and
 DP3929.adjusted by the NATIONAL GEODETIC SURVEY
 DP3929.in February 2015.
 DP3929
 DP3929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3929.GEOID18 height accuracy estimate available here.
 DP3929
 DP3929.Click photographs - Photos may exist for this station.
 DP3929
 DP3929.The dynamic height is computed by dividing the NAVD 88
 DP3929.geopotential number by the normal gravity value computed on the
 DP3929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3929.degrees latitude (g = 980.6199 gals.).
 DP3929
 DP3929.The modeled gravity was interpolated from observed gravity values.
 DP3929
 DP3929;                    North         East    Units  Estimated Accuracy
 DP3929;SPC FL E     -   366,843.      149,597.      MT  (+/- 10 meters HH2 GPS)
 DP3929
 DP3929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4961457850(NAD 83)
 DP3929
 DP3929                          SUPERSEDED SURVEY CONTROL
 DP3929
 DP3929.No superseded survey control is available for this station.
 DP3929
 DP3929_MARKER: DD = SURVEY DISK
 DP3929_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3929_STAMPING: 23770 B 2013
 DP3929_MARK LOGO: SWFWMD
 DP3929_PROJECTION: RECESSED 5 CENTIMETERS
 DP3929_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3929+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2022
 DP3929_ROD/PIPE-DEPTH: 16.8 meters
 DP3929
 DP3929  HISTORY     - Date     Condition        Report By
 DP3929  HISTORY     - 20130620 MONUMENTED       FLDEP
 DP3929  HISTORY     - 20220627 GOOD             GEOCAC
 DP3929
 DP3929                          STATION DESCRIPTION
 DP3929
 DP3929'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3929'THE MARK IS ABOUT 7.2 MI (11.6 KM) EAST OF BEREAH, 7.1 MI (11.4 KM)
 DP3929'SOUTH OF FROSTPROOF, 3.3 MI (5.3 KM) NORTH OF AVON PARK, IN SECTION 3,
 DP3929'TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3929'
 DP3929'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3929'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3929'ON U.S. HIGHWAY 27 FOR 2.6 MI (4.2 KM) TO THE JUNCTION OF NORTH LAKE
 DP3929'DAMON ROAD ON THE RIGHT.  TURN RIGHT ON NORTH LAKE DAMON ROAD AND GO
 DP3929'EAST AND NORTHEAST FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF LAKE DAMON
 DP3929'DRIVE ON THE RIGHT.  TURN RIGHT ON LAKE DAMON DRIVE AND GO NORTHEAST
 DP3929'FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF NORTH TWIN LAKES DRIVE ON THE
 DP3929'LEFT.  TURN LEFT ON NORTH TWIN LAKES DRIVE AND GO NORTH FOR 0.25 MI
 DP3929'(0.4 KM) TO THE JUNCTION OF WEST TROUT LAKE DRIVE.  TURN LEFT ON WEST
 DP3929'LAKE TROUT DRIVE AND GO WEST FOR ABOUT 230.0 FT (70.1 M) TO A GOLF
 DP3929'CART PATH.  TURN RIGHT ON THE CART PATH AND GO NORTH FOR ABOUT 150.0
 DP3929'FT (45.7 M) TO A BEACH AREA AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DP3929'DRIVEN TO REFUSAL AT A DEPTH OF 55.0 FT (16.8 M) WITH AN ALUMINUM DISK
 DP3929'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DP3929'LEVEL OF THE GROUND.
 DP3929'
 DP3929'LOCATED 115.2 FT (35.1 M) WEST OF SURVEY MARK 23770 A, 31.5 FT (9.6 M)
 DP3929'NORTH OF THE APPROXIMATE CENTERLINE OF THE CART PATH, 4.6 FT (1.4 M)
 DP3929'SOUTH OF A WOODEN POWER POLE AND 4.0 FT (1.2 M) SOUTH OF A CARSONITE
 DP3929'WITNESS POST.
 DP3929'
 DP3929'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3929'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3929
 DP3929                          STATION RECOVERY (2022)
 DP3929
 DP3929'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3929'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3930 ***********************************************************************
 DP3930  DESIGNATION -  23773 A
 DP3930  PID         -  DP3930
 DP3930  STATE/COUNTY-  FL/HIGHLANDS
 DP3930  COUNTRY     -  US
 DP3930  USGS QUAD   -  FROSTPROOF (2018)
 DP3930
 DP3930                         *CURRENT SURVEY CONTROL
 DP3930  ______________________________________________________________________
 DP3930* NAD 83(1986) POSITION- 27 38 16.0    (N) 081 31 24.8    (W)   HD_HELD2
 DP3930* NAVD 88 ORTHO HEIGHT -    40.420 (meters)      132.61  (feet) ADJUSTED
 DP3930  ______________________________________________________________________
 DP3930  GEOID HEIGHT    -        -26.029 (meters)                     GEOID18
 DP3930  DYNAMIC HEIGHT  -         40.359 (meters)      132.41  (feet) COMP
 DP3930  MODELED GRAVITY -    979,131.6   (mgal)                       NAVD 88
 DP3930
 DP3930  VERT ORDER      -  FIRST     CLASS II
 DP3930
 DP3930.The horizontal coordinates were established by autonomous hand held GPS
 DP3930.observations and have an estimated accuracy of +/- 10 meters.
 DP3930
 DP3930.The orthometric height was determined by differential leveling and
 DP3930.adjusted by the NATIONAL GEODETIC SURVEY
 DP3930.in February 2015.
 DP3930
 DP3930.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3930.GEOID18 height accuracy estimate available here.
 DP3930
 DP3930.Click photographs - Photos may exist for this station.
 DP3930
 DP3930.The dynamic height is computed by dividing the NAVD 88
 DP3930.geopotential number by the normal gravity value computed on the
 DP3930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3930.degrees latitude (g = 980.6199 gals.).
 DP3930
 DP3930.The modeled gravity was interpolated from observed gravity values.
 DP3930
 DP3930;                    North         East    Units  Estimated Accuracy
 DP3930;SPC FL E     -   366,181.      148,334.      MT  (+/- 10 meters HH2 GPS)
 DP3930
 DP3930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4835157187(NAD 83)
 DP3930
 DP3930                          SUPERSEDED SURVEY CONTROL
 DP3930
 DP3930.No superseded survey control is available for this station.
 DP3930
 DP3930_MARKER: DD = SURVEY DISK
 DP3930_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3930_STAMPING: 23773 A 2013
 DP3930_MARK LOGO: SWFWMD
 DP3930_PROJECTION: RECESSED 3 CENTIMETERS
 DP3930_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3930+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2022
 DP3930_ROD/PIPE-DEPTH: 14.8 meters
 DP3930
 DP3930  HISTORY     - Date     Condition        Report By
 DP3930  HISTORY     - 20130608 MONUMENTED       FLDEP
 DP3930  HISTORY     - 20220621 GOOD             GEOCAC
 DP3930
 DP3930                          STATION DESCRIPTION
 DP3930
 DP3930'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3930'THE MARK IS ABOUT 7.4 MI (11.9 KM) SOUTH OF FROSTPROOF, 6.5 MI (10.5
 DP3930'KM) EAST-SOUTHEAST OF BEREAH, 3.1 MI (5.0 KM) NORTH-NORTHWEST OF AVON
 DP3930'PARK, IN SECTION 4, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3930'
 DP3930'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3930'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3930'ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF NORTH
 DP3930'HIGHLANDS BOULEVARD ON THE LEFT.  TURN LEFT ON NORTH HIGHLANDS
 DP3930'BOULEVARD AND GO SOUTHWEST FOR ABOUT 415.0 FT (126.5 M) TO A WELL SITE
 DP3930'ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DP3930'REFUSAL AT A DEPTH OF 48.7 FT (14.8 M) WITH AN ALUMINUM DISK ENCASED
 DP3930'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF
 DP3930'THE GROUND AND LEVEL WITH NORTH HIGHLANDS BOULEVARD.
 DP3930'
 DP3930'LOCATED 145.8 FT (44.4 M) NORTHEAST OF SURVEY MARK 23773 B, 70.2 FT
 DP3930'(21.4 M) NORTH-NORTHEAST OF A WOODEN POWER POLE NUMBERED 2572887, 34.0
 DP3930'FT (10.4 M) SOUTHEAST OF THE WHITE VINYL FENCE, 16.0 FT (4.9 M)
 DP3930'NORTHWEST OF THE APPROXIMATE CENTERLINE OF NORTH HIGHLANDS BOULEVARD,
 DP3930'3.2 FT (1.0 M) SOUTH-SOUTHEAST OF THE WELL CASING AND 2.5 FT (0.8 M)
 DP3930'NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DP3930'
 DP3930'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3930'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3930
 DP3930                          STATION RECOVERY (2022)
 DP3930
 DP3930'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3930'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3931 ***********************************************************************
 DP3931  DESIGNATION -  23773 B
 DP3931  PID         -  DP3931
 DP3931  STATE/COUNTY-  FL/HIGHLANDS
 DP3931  COUNTRY     -  US
 DP3931  USGS QUAD   -  FROSTPROOF (2018)
 DP3931
 DP3931                         *CURRENT SURVEY CONTROL
 DP3931  ______________________________________________________________________
 DP3931* NAD 83(1986) POSITION- 27 38 15.4    (N) 081 31 26.0    (W)   HD_HELD2
 DP3931* NAVD 88 ORTHO HEIGHT -    40.403 (meters)      132.56  (feet) ADJUSTED
 DP3931  ______________________________________________________________________
 DP3931  GEOID HEIGHT    -        -26.028 (meters)                     GEOID18
 DP3931  DYNAMIC HEIGHT  -         40.341 (meters)      132.35  (feet) COMP
 DP3931  MODELED GRAVITY -    979,131.7   (mgal)                       NAVD 88
 DP3931
 DP3931  VERT ORDER      -  FIRST     CLASS II
 DP3931
 DP3931.The horizontal coordinates were established by autonomous hand held GPS
 DP3931.observations and have an estimated accuracy of +/- 10 meters.
 DP3931
 DP3931.The orthometric height was determined by differential leveling and
 DP3931.adjusted by the NATIONAL GEODETIC SURVEY
 DP3931.in February 2015.
 DP3931
 DP3931.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3931.GEOID18 height accuracy estimate available here.
 DP3931
 DP3931.Click photographs - Photos may exist for this station.
 DP3931
 DP3931.The dynamic height is computed by dividing the NAVD 88
 DP3931.geopotential number by the normal gravity value computed on the
 DP3931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3931.degrees latitude (g = 980.6199 gals.).
 DP3931
 DP3931.The modeled gravity was interpolated from observed gravity values.
 DP3931
 DP3931;                    North         East    Units  Estimated Accuracy
 DP3931;SPC FL E     -   366,162.      148,301.      MT  (+/- 10 meters HH2 GPS)
 DP3931
 DP3931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4831857169(NAD 83)
 DP3931
 DP3931                          SUPERSEDED SURVEY CONTROL
 DP3931
 DP3931.No superseded survey control is available for this station.
 DP3931
 DP3931_MARKER: DD = SURVEY DISK
 DP3931_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3931_STAMPING: 23773 B 2013
 DP3931_MARK LOGO: SWFWMD
 DP3931_PROJECTION: RECESSED 5 CENTIMETERS
 DP3931_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3931+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2022
 DP3931_ROD/PIPE-DEPTH: 10.8 meters
 DP3931
 DP3931  HISTORY     - Date     Condition        Report By
 DP3931  HISTORY     - 20130608 MONUMENTED       FLDEP
 DP3931  HISTORY     - 20220621 GOOD             GEOCAC
 DP3931
 DP3931                          STATION DESCRIPTION
 DP3931
 DP3931'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3931'THE MARK IS ABOUT 7.4 MI (11.9 KM) SOUTH OF FROSTPROOF, 6.5 MI (10.5
 DP3931'KM) EAST-SOUTHEAST OF BEREAH, 3.1 MI (5.0 KM) NORTH-NORTHWEST OF AVON
 DP3931'PARK, IN SECTION 4, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3931'
 DP3931'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3931'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3931'ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF NORTH
 DP3931'HIGHLANDS BOULEVARD ON THE LEFT.  TURN LEFT ON NORTH HIGHLANDS
 DP3931'BOULEVARD AND GO SOUTHWEST FOR ABOUT 540.0 FT (164.6 M) TO A WELL SITE
 DP3931'ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DP3931'REFUSAL AT A DEPTH OF 35.4 FT (10.8 M) WITH AN ALUMINUM DISK ENCASED
 DP3931'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DP3931'THE GROUND AND ABOUT 0.3 FT (9 CM) BELOW THE LEVEL OF NORTH HIGHLANDS
 DP3931'BOULEVARD.
 DP3931'
 DP3931'LOCATED 145.8 FT (44.4 M) SOUTHWEST OF SURVEY MARK 23773 A, 131.0 FT
 DP3931'(39.9 M) WEST OF A WOODEN POWER POLE NUMBERED 2572887, 32.2 FT (9.8 M)
 DP3931'NORTHWEST OF THE APPROXIMATE CENTERLINE OF NORTH HIGHLANDS BOULEVARD,
 DP3931'17.8 FT (5.4 M) SOUTHEAST OF THE WHITE VINYL FENCE AND 17.2 FT (5.2 M)
 DP3931'NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DP3931'
 DP3931'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3931'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3931
 DP3931                          STATION RECOVERY (2022)
 DP3931
 DP3931'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3931'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3926 ***********************************************************************
 DP3926  DESIGNATION -  23775 A
 DP3926  PID         -  DP3926
 DP3926  STATE/COUNTY-  FL/HIGHLANDS
 DP3926  COUNTRY     -  US
 DP3926  USGS QUAD   -  FROSTPROOF (2018)
 DP3926
 DP3926                         *CURRENT SURVEY CONTROL
 DP3926  ______________________________________________________________________
 DP3926* NAD 83(1986) POSITION- 27 38 20.4    (N) 081 30 23.7    (W)   HD_HELD2
 DP3926* NAVD 88 ORTHO HEIGHT -    31.262 (meters)      102.57  (feet) ADJUSTED
 DP3926  ______________________________________________________________________
 DP3926  GEOID HEIGHT    -        -26.076 (meters)                     GEOID18
 DP3926  DYNAMIC HEIGHT  -         31.214 (meters)      102.41  (feet) COMP
 DP3926  MODELED GRAVITY -    979,130.8   (mgal)                       NAVD 88
 DP3926
 DP3926  VERT ORDER      -  FIRST     CLASS II
 DP3926
 DP3926.The horizontal coordinates were established by autonomous hand held GPS
 DP3926.observations and have an estimated accuracy of +/- 10 meters.
 DP3926
 DP3926.The orthometric height was determined by differential leveling and
 DP3926.adjusted by the NATIONAL GEODETIC SURVEY
 DP3926.in February 2015.
 DP3926
 DP3926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3926.GEOID18 height accuracy estimate available here.
 DP3926
 DP3926.Click photographs - Photos may exist for this station.
 DP3926
 DP3926.The dynamic height is computed by dividing the NAVD 88
 DP3926.geopotential number by the normal gravity value computed on the
 DP3926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3926.degrees latitude (g = 980.6199 gals.).
 DP3926
 DP3926.The modeled gravity was interpolated from observed gravity values.
 DP3926
 DP3926;                    North         East    Units  Estimated Accuracy
 DP3926;SPC FL E     -   366,309.      150,009.      MT  (+/- 10 meters HH2 GPS)
 DP3926
 DP3926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5002657316(NAD 83)
 DP3926
 DP3926                          SUPERSEDED SURVEY CONTROL
 DP3926
 DP3926.No superseded survey control is available for this station.
 DP3926
 DP3926_MARKER: DD = SURVEY DISK
 DP3926_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3926_STAMPING: 23775 A 2013
 DP3926_MARK LOGO: SWFWMD
 DP3926_PROJECTION: RECESSED 8 CENTIMETERS
 DP3926_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3926+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2022
 DP3926_ROD/PIPE-DEPTH: 14.2 meters
 DP3926
 DP3926  HISTORY     - Date     Condition        Report By
 DP3926  HISTORY     - 20130609 MONUMENTED       FLDEP
 DP3926  HISTORY     - 20220627 GOOD             GEOCAC
 DP3926
 DP3926                          STATION DESCRIPTION
 DP3926
 DP3926'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3926'THE MARK IS ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHEAST OF FROSTPROOF, 7.5
 DP3926'MI (12.1 KM) EAST-SOUTHEAST OF BEREAH, 3.0 MI (4.8 KM) NORTH OF AVON
 DP3926'PARK, IN SECTION 3, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3926'
 DP3926'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3926'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3926'ON U.S. HIGHWAY 27 FOR 2.6 MI (4.2 KM) TO THE JUNCTION OF NORTH LAKE
 DP3926'DAMON ROAD ON THE RIGHT.  TURN RIGHT ON NORTH LAKE DAMON ROAD AND GO
 DP3926'EAST AND NORTHEAST FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF LAKE DAMON
 DP3926'DRIVE ON THE RIGHT.  TURN RIGHT ON LAKE DAMON DRIVE AND GO NORTHEAST
 DP3926'FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF NORTH MARYLAND DRIVE ON THE
 DP3926'LEFT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP3926'DEPTH OF 46.5 FT (14.2 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DP3926'(10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND
 DP3926'AND LEVEL WITH LAKE DAMON DRIVE.
 DP3926'
 DP3926'LOCATED 158.0 FT (48.2 M) NORTH OF SURVEY MARK 23775 B, 34.0 FT (10.4
 DP3926'M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY AT 167 LAKE
 DP3926'DAMON DRIVE, 24.5 FT (7.5 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DP3926'OF LAKE DAMON DRIVE, 4.8 FT (1.5 M) NORTHEAST OF A WOODEN POWER POLE
 DP3926'NUMBERED 6-42261 AND 4.6 FT (1.4 M) NORTHEAST OF A CARSONITE WITNESS
 DP3926'POST.
 DP3926'
 DP3926'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3926'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3926
 DP3926                          STATION RECOVERY (2022)
 DP3926
 DP3926'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3926'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3927 ***********************************************************************
 DP3927  DESIGNATION -  23775 B
 DP3927  PID         -  DP3927
 DP3927  STATE/COUNTY-  FL/HIGHLANDS
 DP3927  COUNTRY     -  US
 DP3927  USGS QUAD   -  FROSTPROOF (2018)
 DP3927
 DP3927                         *CURRENT SURVEY CONTROL
 DP3927  ______________________________________________________________________
 DP3927* NAD 83(1986) POSITION- 27 38 18.9    (N) 081 30 23.9    (W)   HD_HELD2
 DP3927* NAVD 88 ORTHO HEIGHT -    30.186 (meters)       99.04  (feet) ADJUSTED
 DP3927  ______________________________________________________________________
 DP3927  GEOID HEIGHT    -        -26.075 (meters)                     GEOID18
 DP3927  DYNAMIC HEIGHT  -         30.140 (meters)       98.88  (feet) COMP
 DP3927  MODELED GRAVITY -    979,130.7   (mgal)                       NAVD 88
 DP3927
 DP3927  VERT ORDER      -  FIRST     CLASS II
 DP3927
 DP3927.The horizontal coordinates were established by autonomous hand held GPS
 DP3927.observations and have an estimated accuracy of +/- 10 meters.
 DP3927
 DP3927.The orthometric height was determined by differential leveling and
 DP3927.adjusted by the NATIONAL GEODETIC SURVEY
 DP3927.in February 2015.
 DP3927
 DP3927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3927.GEOID18 height accuracy estimate available here.
 DP3927
 DP3927.Click photographs - Photos may exist for this station.
 DP3927
 DP3927.The dynamic height is computed by dividing the NAVD 88
 DP3927.geopotential number by the normal gravity value computed on the
 DP3927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3927.degrees latitude (g = 980.6199 gals.).
 DP3927
 DP3927.The modeled gravity was interpolated from observed gravity values.
 DP3927
 DP3927;                    North         East    Units  Estimated Accuracy
 DP3927;SPC FL E     -   366,263.      150,003.      MT  (+/- 10 meters HH2 GPS)
 DP3927
 DP3927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5002057269(NAD 83)
 DP3927
 DP3927                          SUPERSEDED SURVEY CONTROL
 DP3927
 DP3927.No superseded survey control is available for this station.
 DP3927
 DP3927_MARKER: DD = SURVEY DISK
 DP3927_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3927_STAMPING: 23775 B 2013
 DP3927_MARK LOGO: SWFWMD
 DP3927_PROJECTION: RECESSED 8 CENTIMETERS
 DP3927_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3927+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2013
 DP3927_ROD/PIPE-DEPTH: 15.7 meters
 DP3927
 DP3927  HISTORY     - Date     Condition        Report By
 DP3927  HISTORY     - 20130609 MONUMENTED       FLDEP
 DP3927  HISTORY     - 20220627 MARK NOT FOUND   GEOCAC
 DP3927
 DP3927                          STATION DESCRIPTION
 DP3927
 DP3927'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3927'THE MARK IS ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHEAST OF FROSTPROOF, 7.5
 DP3927'MI (12.1 KM) EAST-SOUTHEAST OF BEREAH, 3.0 MI (4.8 KM) NORTH OF AVON
 DP3927'PARK, IN SECTION 3, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3927'
 DP3927'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3927'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3927'ON U.S. HIGHWAY 27 FOR 2.6 MI (4.2 KM) TO THE JUNCTION OF NORTH LAKE
 DP3927'DAMON ROAD ON THE RIGHT.  TURN RIGHT ON NORTH LAKE DAMON ROAD AND GO
 DP3927'EAST AND NORTHEAST FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF LAKE DAMON
 DP3927'DRIVE ON THE RIGHT.  TURN RIGHT ON LAKE DAMON DRIVE AND GO NORTHEAST
 DP3927'FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF NORTH MARYLAND DRIVE ON THE
 DP3927'LEFT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP3927'DEPTH OF 51.5 FT (15.7 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DP3927'(10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND.
 DP3927'LOCATED 181.0 FT (55.2 M) SOUTH-SOUTHWEST OF THE APPROXIMATE
 DP3927'CENTERLINE OF LAKE DAMON DRIVE, 158.0 FT (48.2 M) SOUTH OF SURVEY MARK
 DP3927'23775 A, 69.5 FT (21.2 M) EAST OF THE APPROXIMATE CENTER OF THE WOODEN
 DP3927'DOCK, 23.3 FT (7.1 M) NORTHWEST OF THE PRIVATE WELL WITH A PUMP AND
 DP3927'2.8 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DP3927'
 DP3927'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3927'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3927
 DP3927                          STATION RECOVERY (2022)
 DP3927
 DP3927'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3927'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3934 ***********************************************************************
 DP3934  DESIGNATION -  23777 A
 DP3934  PID         -  DP3934
 DP3934  STATE/COUNTY-  FL/HIGHLANDS
 DP3934  COUNTRY     -  US
 DP3934  USGS QUAD   -  FROSTPROOF (2018)
 DP3934
 DP3934                         *CURRENT SURVEY CONTROL
 DP3934  ______________________________________________________________________
 DP3934* NAD 83(1986) POSITION- 27 37 50.3    (N) 081 32 43.1    (W)   HD_HELD2
 DP3934* NAVD 88 ORTHO HEIGHT -    35.630 (meters)      116.90  (feet) ADJUSTED
 DP3934  ______________________________________________________________________
 DP3934  GEOID HEIGHT    -        -25.956 (meters)                     GEOID18
 DP3934  DYNAMIC HEIGHT  -         35.576 (meters)      116.72  (feet) COMP
 DP3934  MODELED GRAVITY -    979,132.9   (mgal)                       NAVD 88
 DP3934
 DP3934  VERT ORDER      -  FIRST     CLASS II
 DP3934
 DP3934.The horizontal coordinates were established by autonomous hand held GPS
 DP3934.observations and have an estimated accuracy of +/- 10 meters.
 DP3934
 DP3934.The orthometric height was determined by differential leveling and
 DP3934.adjusted by the NATIONAL GEODETIC SURVEY
 DP3934.in February 2015.
 DP3934
 DP3934.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3934.GEOID18 height accuracy estimate available here.
 DP3934
 DP3934.Click photographs - Photos may exist for this station.
 DP3934
 DP3934.The dynamic height is computed by dividing the NAVD 88
 DP3934.geopotential number by the normal gravity value computed on the
 DP3934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3934.degrees latitude (g = 980.6199 gals.).
 DP3934
 DP3934.The modeled gravity was interpolated from observed gravity values.
 DP3934
 DP3934;                    North         East    Units  Estimated Accuracy
 DP3934;SPC FL E     -   365,399.      146,184.      MT  (+/- 10 meters HH2 GPS)
 DP3934
 DP3934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4620256406(NAD 83)
 DP3934
 DP3934                          SUPERSEDED SURVEY CONTROL
 DP3934
 DP3934.No superseded survey control is available for this station.
 DP3934
 DP3934_MARKER: DD = SURVEY DISK
 DP3934_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3934_STAMPING: 23777 A 2013
 DP3934_MARK LOGO: SWFWMD
 DP3934_PROJECTION: RECESSED 8 CENTIMETERS
 DP3934_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3934+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2013
 DP3934_ROD/PIPE-DEPTH: 15.8 meters
 DP3934
 DP3934  HISTORY     - Date     Condition        Report By
 DP3934  HISTORY     - 20130620 MONUMENTED       FLDEP
 DP3934
 DP3934                          STATION DESCRIPTION
 DP3934
 DP3934'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3934'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTH OF FROSTPROOF, 5.4 MI (8.7
 DP3934'KM) EAST-SOUTHEAST OF BEREAH, 3.4 MI (5.5 KM) NORTHWEST OF AVON PARK,
 DP3934'IN SECTION 8, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3934'
 DP3934'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3934'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3934'ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF NORTH
 DP3934'HIGHLANDS BOULEVARD ON THE LEFT.  TURN LEFT ON NORTH HIGHLANDS
 DP3934'BOULEVARD AND GO SOUTHWEST FOR 1.2 MI (1.9 KM) TO THE INTERSECTION OF
 DP3934'WEST NAUTILUS ROAD.  TURN RIGHT ON WEST NAUTILUS ROAD AND GO WEST AND
 DP3934'NORTHWEST FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF NAUTILUS DRIVE ON THE
 DP3934'LEFT.  TURN LEFT ON NAUTILUS DRIVE AND GO SOUTHWEST FOR ABOUT 300.0 FT
 DP3934'(91.4 M) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DP3934'AT A DEPTH OF 51.8 FT (15.8 M) WITH AN ALUMINUM DISK ENCASED IN A
 DP3934'4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DP3934'GROUND AND 10.0 FT (3.0 M) BELOW THE LEVEL OF NAUTILUS DRIVE.
 DP3934'
 DP3934'LOCATED 250.0 FT (76.2 M) NORTHEAST OF SURVEY MARK 23777 B, 233.5 FT
 DP3934'(71.2 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE LAKE OLIVIA
 DP3934'BOAT RAMP, 159.0 FT (48.5 M) NORTHWEST OF THE APPROXIMATE CENTERLINE
 DP3934'OF NAUTILUS DRIVE AND 4.7 FT (1.4 M) SOUTH-SOUTHWEST OF A CARSONITE
 DP3934'WITNESS POST.
 DP3934'
 DP3934'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3934'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3935 ***********************************************************************
 DP3935  DESIGNATION -  23777 B
 DP3935  PID         -  DP3935
 DP3935  STATE/COUNTY-  FL/HIGHLANDS
 DP3935  COUNTRY     -  US
 DP3935  USGS QUAD   -  FROSTPROOF (2018)
 DP3935
 DP3935                         *CURRENT SURVEY CONTROL
 DP3935  ______________________________________________________________________
 DP3935* NAD 83(1986) POSITION- 27 37 48.4    (N) 081 32 44.8    (W)   HD_HELD2
 DP3935* NAVD 88 ORTHO HEIGHT -    35.480 (meters)      116.40  (feet) ADJUSTED
 DP3935  ______________________________________________________________________
 DP3935  GEOID HEIGHT    -        -25.953 (meters)                     GEOID18
 DP3935  DYNAMIC HEIGHT  -         35.426 (meters)      116.23  (feet) COMP
 DP3935  MODELED GRAVITY -    979,132.9   (mgal)                       NAVD 88
 DP3935
 DP3935  VERT ORDER      -  FIRST     CLASS II
 DP3935
 DP3935.The horizontal coordinates were established by autonomous hand held GPS
 DP3935.observations and have an estimated accuracy of +/- 10 meters.
 DP3935
 DP3935.The orthometric height was determined by differential leveling and
 DP3935.adjusted by the NATIONAL GEODETIC SURVEY
 DP3935.in February 2015.
 DP3935
 DP3935.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3935.GEOID18 height accuracy estimate available here.
 DP3935
 DP3935.Click photographs - Photos may exist for this station.
 DP3935
 DP3935.The dynamic height is computed by dividing the NAVD 88
 DP3935.geopotential number by the normal gravity value computed on the
 DP3935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3935.degrees latitude (g = 980.6199 gals.).
 DP3935
 DP3935.The modeled gravity was interpolated from observed gravity values.
 DP3935
 DP3935;                    North         East    Units  Estimated Accuracy
 DP3935;SPC FL E     -   365,341.      146,137.      MT  (+/- 10 meters HH2 GPS)
 DP3935
 DP3935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4615556347(NAD 83)
 DP3935
 DP3935                          SUPERSEDED SURVEY CONTROL
 DP3935
 DP3935.No superseded survey control is available for this station.
 DP3935
 DP3935_MARKER: DD = SURVEY DISK
 DP3935_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3935_STAMPING: 23777 B 2013
 DP3935_MARK LOGO: SWFWMD
 DP3935_PROJECTION: RECESSED 8 CENTIMETERS
 DP3935_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3935+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2022
 DP3935_ROD/PIPE-DEPTH: 18.9 meters
 DP3935
 DP3935  HISTORY     - Date     Condition        Report By
 DP3935  HISTORY     - 20130620 MONUMENTED       FLDEP
 DP3935  HISTORY     - 20220621 GOOD             GEOCAC
 DP3935
 DP3935                          STATION DESCRIPTION
 DP3935
 DP3935'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3935'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTH OF FROSTPROOF, 5.4 MI (8.7
 DP3935'KM) EAST-SOUTHEAST OF BEREAH, 3.4 MI (5.5 KM) NORTHWEST OF AVON PARK,
 DP3935'IN SECTION 8, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3935'
 DP3935'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3935'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3935'ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF NORTH
 DP3935'HIGHLANDS BOULEVARD ON THE LEFT.  TURN LEFT ON NORTH HIGHLANDS
 DP3935'BOULEVARD AND GO SOUTHWEST FOR 1.2 MI (1.9 KM) TO THE INTERSECTION OF
 DP3935'WEST NAUTILUS ROAD.  TURN RIGHT ON WEST NAUTILUS ROAD AND GO WEST AND
 DP3935'NORTHWEST FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF NAUTILUS DRIVE ON THE
 DP3935'LEFT.  TURN LEFT ON NAUTILUS DRIVE AND GO SOUTHWEST FOR ABOUT 0.1 MI
 DP3935'(0.2 KM) TO THE LAKE OLIVIA BOAT RAMP ON THE RIGHT AND THE MARK ON THE
 DP3935'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 62.0 FT (18.9
 DP3935'M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DP3935'0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 8.0 FT (2.4 M) BELOW
 DP3935'THE LEVEL OF NAUTILUS DRIVE.
 DP3935'
 DP3935'LOCATED 250.0 FT (76.2 M) SOUTHWEST OF SURVEY MARK 23777 A, 123.0 FT
 DP3935'(37.5 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF NAUTILUS DRIVE,
 DP3935'16.2 FT (4.9 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE LAKE
 DP3935'OLIVIA BOAT RAMP, 4.3 FT (1.3 M) SOUTHEAST OF A WOODEN POWER POLE
 DP3935'NUMBERED B175215 AND 4.0 FT (1.2 M) SOUTHEAST OF A CARSONITE WITNESS
 DP3935'POST.
 DP3935'
 DP3935'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3935'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3935
 DP3935                          STATION RECOVERY (2022)
 DP3935
 DP3935'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3874 ***********************************************************************
 DP3874  DESIGNATION -  23791 A
 DP3874  PID         -  DP3874
 DP3874  STATE/COUNTY-  FL/HIGHLANDS
 DP3874  COUNTRY     -  US
 DP3874  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3874
 DP3874                         *CURRENT SURVEY CONTROL
 DP3874  ______________________________________________________________________
 DP3874* NAD 83(1986) POSITION- 27 30 47.1    (N) 081 26 57.9    (W)   HD_HELD2
 DP3874* NAVD 88 ORTHO HEIGHT -    36.375 (meters)      119.34  (feet) ADJUSTED
 DP3874  ______________________________________________________________________
 DP3874  GEOID HEIGHT    -        -25.890 (meters)                     GEOID18
 DP3874  DYNAMIC HEIGHT  -         36.319 (meters)      119.16  (feet) COMP
 DP3874  MODELED GRAVITY -    979,124.0   (mgal)                       NAVD 88
 DP3874
 DP3874  VERT ORDER      -  FIRST     CLASS II
 DP3874
 DP3874.The horizontal coordinates were established by autonomous hand held GPS
 DP3874.observations and have an estimated accuracy of +/- 10 meters.
 DP3874
 DP3874.The orthometric height was determined by differential leveling and
 DP3874.adjusted by the NATIONAL GEODETIC SURVEY
 DP3874.in February 2015.
 DP3874
 DP3874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3874.GEOID18 height accuracy estimate available here.
 DP3874
 DP3874.Click photographs - Photos may exist for this station.
 DP3874
 DP3874.The dynamic height is computed by dividing the NAVD 88
 DP3874.geopotential number by the normal gravity value computed on the
 DP3874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3874.degrees latitude (g = 980.6199 gals.).
 DP3874
 DP3874.The modeled gravity was interpolated from observed gravity values.
 DP3874
 DP3874;                    North         East    Units  Estimated Accuracy
 DP3874;SPC FL E     -   352,335.      155,600.      MT  (+/- 10 meters HH2 GPS)
 DP3874
 DP3874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5561443346(NAD 83)
 DP3874
 DP3874                          SUPERSEDED SURVEY CONTROL
 DP3874
 DP3874.No superseded survey control is available for this station.
 DP3874
 DP3874_MARKER: DD = SURVEY DISK
 DP3874_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3874_STAMPING: 23791 A 2013
 DP3874_MARK LOGO: SWFWMD
 DP3874_PROJECTION: RECESSED 8 CENTIMETERS
 DP3874_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3874+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2022
 DP3874_ROD/PIPE-DEPTH: 19.2 meters
 DP3874
 DP3874  HISTORY     - Date     Condition        Report By
 DP3874  HISTORY     - 20130716 MONUMENTED       FLDEP
 DP3874  HISTORY     - 20220704 GOOD             GEOCAC
 DP3874
 DP3874                          STATION DESCRIPTION
 DP3874
 DP3874'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3874'THE MARK IS ABOUT 10.4 MI (16.7 KM) NORTHEAST OF CREWSVILLE, 6.7 MI
 DP3874'(10.8 KM) SOUTH-SOUTHEAST OF AVON PARK, 1.3 MI (2.1 KM)
 DP3874'NORTH-NORTHWEST OF SEBRING, IN SECTION 20, TOWNSHIP 34 SOUTH, RANGE 29
 DP3874'EAST.
 DP3874'
 DP3874'TO REACH THE MARK FROM THE INTERSECTION OF SEBRING PARKWAY AND STATE
 DP3874'ROAD 17 (NORTH RIDGEWOOD DRIVE) IN SEBRING, GO NORTH AND NORTHWEST ON
 DP3874'STATE ROAD 17 FOR 1.15 MI (1.9 KM) TO THE JUNCTION OF OLIVE AVENUE ON
 DP3874'THE RIGHT.  TURN RIGHT ON OLIVE AVENUE AND GO NORTH-NORTHEAST FOR
 DP3874'ABOUT 300.0 FT (91.4 M) TO A DRIVEWAY AT 1929 OLIVE AVENUE ON THE
 DP3874'RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DP3874'A DEPTH OF 63.0 FT (19.2 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DP3874'(10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND
 DP3874'AND ABOUT 0.4 FT (12 CM) BELOW THE LEVEL OF OLIVE AVENUE.
 DP3874'
 DP3874'LOCATED 142.0 FT (43.3 M) SOUTH-SOUTHWEST OF SURVEY MARK 23791 B, 36.5
 DP3874'FT (11.1 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A
 DP3874'DRIVEWAY AT 1929 OLIVE AVENUE, 13.2 FT (4.0 M) EAST-SOUTHEAST OF THE
 DP3874'APPROXIMATE CENTERLINE OF OLIVE AVENUE, 3.0 FT (0.9 M) WEST-NORTHWEST
 DP3874'OF A WOODEN POWER POLE NUMBERED 7362425 AND 2.6 FT (0.8 M)
 DP3874'WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 DP3874'
 DP3874'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3874'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3874
 DP3874                          STATION RECOVERY (2022)
 DP3874
 DP3874'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3874'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3875 ***********************************************************************
 DP3875  DESIGNATION -  23791 B
 DP3875  PID         -  DP3875
 DP3875  STATE/COUNTY-  FL/HIGHLANDS
 DP3875  COUNTRY     -  US
 DP3875  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3875
 DP3875                         *CURRENT SURVEY CONTROL
 DP3875  ______________________________________________________________________
 DP3875* NAD 83(1986) POSITION- 27 30 48.5    (N) 081 26 57.5    (W)   HD_HELD2
 DP3875* NAVD 88 ORTHO HEIGHT -    33.207 (meters)      108.95  (feet) ADJUSTED
 DP3875  ______________________________________________________________________
 DP3875  GEOID HEIGHT    -        -25.891 (meters)                     GEOID18
 DP3875  DYNAMIC HEIGHT  -         33.156 (meters)      108.78  (feet) COMP
 DP3875  MODELED GRAVITY -    979,124.0   (mgal)                       NAVD 88
 DP3875
 DP3875  VERT ORDER      -  FIRST     CLASS II
 DP3875
 DP3875.The horizontal coordinates were established by autonomous hand held GPS
 DP3875.observations and have an estimated accuracy of +/- 10 meters.
 DP3875
 DP3875.The orthometric height was determined by differential leveling and
 DP3875.adjusted by the NATIONAL GEODETIC SURVEY
 DP3875.in February 2015.
 DP3875
 DP3875.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3875.GEOID18 height accuracy estimate available here.
 DP3875
 DP3875.Click photographs - Photos may exist for this station.
 DP3875
 DP3875.The dynamic height is computed by dividing the NAVD 88
 DP3875.geopotential number by the normal gravity value computed on the
 DP3875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3875.degrees latitude (g = 980.6199 gals.).
 DP3875
 DP3875.The modeled gravity was interpolated from observed gravity values.
 DP3875
 DP3875;                    North         East    Units  Estimated Accuracy
 DP3875;SPC FL E     -   352,378.      155,611.      MT  (+/- 10 meters HH2 GPS)
 DP3875
 DP3875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5562643389(NAD 83)
 DP3875
 DP3875                          SUPERSEDED SURVEY CONTROL
 DP3875
 DP3875.No superseded survey control is available for this station.
 DP3875
 DP3875_MARKER: DD = SURVEY DISK
 DP3875_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3875_STAMPING: 23791 B 2013
 DP3875_MARK LOGO: SWFWMD
 DP3875_PROJECTION: RECESSED 5 CENTIMETERS
 DP3875_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3875+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2022
 DP3875_ROD/PIPE-DEPTH: 17.5 meters
 DP3875
 DP3875  HISTORY     - Date     Condition        Report By
 DP3875  HISTORY     - 20130716 MONUMENTED       FLDEP
 DP3875  HISTORY     - 20220704 GOOD             GEOCAC
 DP3875
 DP3875                          STATION DESCRIPTION
 DP3875
 DP3875'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3875'THE MARK IS ABOUT 10.4 MI (16.7 KM) NORTHEAST OF CREWSVILLE, 6.7 MI
 DP3875'(10.8 KM) SOUTH-SOUTHEAST OF AVON PARK, 1.3 MI (2.1 KM)
 DP3875'NORTH-NORTHWEST OF SEBRING, IN SECTION 20, TOWNSHIP 34 SOUTH, RANGE 29
 DP3875'EAST.
 DP3875'
 DP3875'TO REACH THE MARK FROM THE INTERSECTION OF SEBRING PARKWAY AND STATE
 DP3875'ROAD 17 (NORTH RIDGEWOOD DRIVE) IN SEBRING, GO NORTH AND NORTHWEST ON
 DP3875'STATE ROAD 17 FOR 1.15 MI (1.9 KM) TO THE JUNCTION OF OLIVE AVENUE ON
 DP3875'THE RIGHT.  TURN RIGHT ON OLIVE AVENUE AND GO NORTH-NORTHEAST FOR
 DP3875'ABOUT 430.0 FT (131.1 M) TO THE NORTH END OF OLIVE AVENUE AND THE MARK
 DP3875'AHEAD, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 57.5 FT (17.5
 DP3875'M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DP3875'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.4 FT (12 CM)
 DP3875'BELOW THE LEVEL OF OLIVE AVENUE.
 DP3875'
 DP3875'LOCATED 142.0 FT (43.3 M) NORTH-NORTHEAST OF SURVEY MARK 23791 A, 41.2
 DP3875'FT (12.6 M) SOUTHWEST OF A MANHOLE COVER, 9.4 FT (2.9 M)
 DP3875'WEST-NORTHWEST OF THE APPROXIMATE EXTENDED CENTERLINE OF OLIVE AVENUE
 DP3875'AND 1.0 FT (0.3 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 DP3875'
 DP3875'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3875'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3875
 DP3875                          STATION RECOVERY (2022)
 DP3875
 DP3875'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3875'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3882 ***********************************************************************
 DP3882  DESIGNATION -  23796 A
 DP3882  PID         -  DP3882
 DP3882  STATE/COUNTY-  FL/HIGHLANDS
 DP3882  COUNTRY     -  US
 DP3882  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3882
 DP3882                         *CURRENT SURVEY CONTROL
 DP3882  ______________________________________________________________________
 DP3882* NAD 83(1986) POSITION- 27 31 54.9    (N) 081 23 15.2    (W)   HD_HELD2
 DP3882* NAVD 88 ORTHO HEIGHT -    21.196 (meters)       69.54  (feet) ADJUSTED
 DP3882  ______________________________________________________________________
 DP3882  GEOID HEIGHT    -        -26.050 (meters)                     GEOID18
 DP3882  DYNAMIC HEIGHT  -         21.164 (meters)       69.44  (feet) COMP
 DP3882  MODELED GRAVITY -    979,125.1   (mgal)                       NAVD 88
 DP3882
 DP3882  VERT ORDER      -  FIRST     CLASS II
 DP3882
 DP3882.The horizontal coordinates were established by autonomous hand held GPS
 DP3882.observations and have an estimated accuracy of +/- 10 meters.
 DP3882
 DP3882.The orthometric height was determined by differential leveling and
 DP3882.adjusted by the NATIONAL GEODETIC SURVEY
 DP3882.in February 2015.
 DP3882
 DP3882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3882.GEOID18 height accuracy estimate available here.
 DP3882
 DP3882.Click photographs - Photos may exist for this station.
 DP3882
 DP3882.The dynamic height is computed by dividing the NAVD 88
 DP3882.geopotential number by the normal gravity value computed on the
 DP3882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3882.degrees latitude (g = 980.6199 gals.).
 DP3882
 DP3882.The modeled gravity was interpolated from observed gravity values.
 DP3882
 DP3882;                    North         East    Units  Estimated Accuracy
 DP3882;SPC FL E     -   354,401.      161,718.      MT  (+/- 10 meters HH2 GPS)
 DP3882
 DP3882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6173145411(NAD 83)
 DP3882
 DP3882                          SUPERSEDED SURVEY CONTROL
 DP3882
 DP3882.No superseded survey control is available for this station.
 DP3882
 DP3882_MARKER: DD = SURVEY DISK
 DP3882_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP3882_SP_SET: CULVERT HEADWALL
 DP3882_STAMPING: 23796 A 2013
 DP3882_MARK LOGO: FLDEP
 DP3882_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP3882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3882+STABILITY: SURFACE MOTION
 DP3882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3882+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2022
 DP3882
 DP3882  HISTORY     - Date     Condition        Report By
 DP3882  HISTORY     - 20130709 MONUMENTED       FLDEP
 DP3882  HISTORY     - 20151012 GOOD             FLDEP
 DP3882  HISTORY     - 20220708 GOOD             GEOCAC
 DP3882
 DP3882                          STATION DESCRIPTION
 DP3882
 DP3882'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3882'THE MARK IS ABOUT 10.2 MI (16.4 KM) NORTHWEST OF LORIDA, 8.5 MI (13.7
 DP3882'KM) EAST-SOUTHEAST OF AVON PARK, 4.1 MI (6.6 KM) NORTHEAST OF SEBRING,
 DP3882'IN SECTION 11, TOWNSHIP 34 SOUTH, RANGE 29 EAST.
 DP3882'
 DP3882'TO REACH THE MARK FROM THE INTERSECTION OF SEBRING PARKWAY AND STATE
 DP3882'ROAD 17 (NORTH RIDGEWOOD DRIVE) IN SEBRING, GO NORTH AND NORTHWEST ON
 DP3882'STATE ROAD 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF ARBUCKLE CREEK
 DP3882'ROAD ON THE RIGHT.  TURN RIGHT ON ARBUCKLE CREEK ROAD AND GO NORTHEAST
 DP3882'AND EAST FOR 4.4 MI (7.1 KM) TO THE CARTER CREEK CULVERT CROSSING AND
 DP3882'THE MARK ON THE RIGHT, SET IN THE TOP OF THE CONCRETE GUARDRAIL ABOUT
 DP3882'3.0 FT (0.9 M) ABOVE THE LEVEL OF ARBUCKLE CREEK ROAD.
 DP3882'
 DP3882'LOCATED 76.0 FT (23.2 M) SOUTH-SOUTHWEST OF SURVEY MARK 23796 B, 23.6
 DP3882'FT (7.2 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF ARBUCKLE CREEK
 DP3882'ROAD, 12.5 FT (3.8 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE PAVEMENT
 DP3882'OF ARBUCKLE CREEK ROAD, 2.1 FT (0.6 M) NORTHEAST OF THE SOUTHWEST END
 DP3882'OF THE CONCRETE GUARDRAIL AND 0.4 FT (12 CM) SOUTHEAST OF A CARSONITE
 DP3882'WITNESS POST.
 DP3882
 DP3882                          STATION RECOVERY (2015)
 DP3882
 DP3882'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DP3882'RECOVERED AS DESCRIBED.
 DP3882'
 DP3882'NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
 DP3882
 DP3882                          STATION RECOVERY (2022)
 DP3882
 DP3882'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3882'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3883 ***********************************************************************
 DP3883  DESIGNATION -  23796 B
 DP3883  PID         -  DP3883
 DP3883  STATE/COUNTY-  FL/HIGHLANDS
 DP3883  COUNTRY     -  US
 DP3883  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3883
 DP3883                         *CURRENT SURVEY CONTROL
 DP3883  ______________________________________________________________________
 DP3883* NAD 83(1986) POSITION- 27 31 55.6    (N) 081 23 15.2    (W)   HD_HELD2
 DP3883* NAVD 88 ORTHO HEIGHT -    21.218 (meters)       69.61  (feet) ADJUSTED
 DP3883  ______________________________________________________________________
 DP3883  GEOID HEIGHT    -        -26.051 (meters)                     GEOID18
 DP3883  DYNAMIC HEIGHT  -         21.185 (meters)       69.50  (feet) COMP
 DP3883  MODELED GRAVITY -    979,125.1   (mgal)                       NAVD 88
 DP3883
 DP3883  VERT ORDER      -  FIRST     CLASS II
 DP3883
 DP3883.The horizontal coordinates were established by autonomous hand held GPS
 DP3883.observations and have an estimated accuracy of +/- 10 meters.
 DP3883
 DP3883.The orthometric height was determined by differential leveling and
 DP3883.adjusted by the NATIONAL GEODETIC SURVEY
 DP3883.in February 2015.
 DP3883
 DP3883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3883.GEOID18 height accuracy estimate available here.
 DP3883
 DP3883.Click photographs - Photos may exist for this station.
 DP3883
 DP3883.The dynamic height is computed by dividing the NAVD 88
 DP3883.geopotential number by the normal gravity value computed on the
 DP3883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3883.degrees latitude (g = 980.6199 gals.).
 DP3883
 DP3883.The modeled gravity was interpolated from observed gravity values.
 DP3883
 DP3883;                    North         East    Units  Estimated Accuracy
 DP3883;SPC FL E     -   354,422.      161,718.      MT  (+/- 10 meters HH2 GPS)
 DP3883
 DP3883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6173145433(NAD 83)
 DP3883
 DP3883                          SUPERSEDED SURVEY CONTROL
 DP3883
 DP3883.No superseded survey control is available for this station.
 DP3883
 DP3883_MARKER: DD = SURVEY DISK
 DP3883_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP3883_SP_SET: CULVERT HEADWALL
 DP3883_STAMPING: 23796 B 2013
 DP3883_MARK LOGO: FLDEP
 DP3883_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP3883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3883+STABILITY: SURFACE MOTION
 DP3883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3883+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2022
 DP3883
 DP3883  HISTORY     - Date     Condition        Report By
 DP3883  HISTORY     - 20130709 MONUMENTED       FLDEP
 DP3883  HISTORY     - 20220708 GOOD             GEOCAC
 DP3883
 DP3883                          STATION DESCRIPTION
 DP3883
 DP3883'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3883'THE MARK IS ABOUT 10.2 MI (16.4 KM) NORTHWEST OF LORIDA, 8.5 MI (13.7
 DP3883'KM) EAST-SOUTHEAST OF AVON PARK, 4.1 MI (6.6 KM) NORTHEAST OF SEBRING,
 DP3883'IN SECTION 11, TOWNSHIP 34 SOUTH, RANGE 29 EAST.
 DP3883'
 DP3883'TO REACH THE MARK FROM THE INTERSECTION OF SEBRING PARKWAY AND STATE
 DP3883'ROAD 17 (NORTH RIDGEWOOD DRIVE) IN SEBRING, GO NORTH AND NORTHWEST ON
 DP3883'STATE ROAD 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF ARBUCKLE CREEK
 DP3883'ROAD ON THE RIGHT.  TURN RIGHT ON ARBUCKLE CREEK ROAD AND GO NORTHEAST
 DP3883'AND EAST FOR 4.4 MI (7.1 KM) TO THE CARTER CREEK CULVERT CROSSING AND
 DP3883'THE MARK ON THE LEFT, SET IN THE TOP OF THE CONCRETE GUARDRAIL ABOUT
 DP3883'3.0 FT (0.9 M) ABOVE THE LEVEL OF ARBUCKLE CREEK ROAD.
 DP3883'
 DP3883'LOCATED 76.0 FT (23.2 M) NORTH-NORTHEAST OF SURVEY MARK 23796 A, 26.9
 DP3883'FT (8.2 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF ARBUCKLE CREEK
 DP3883'ROAD, 15.5 FT (4.7 M) NORTHWEST OF THE NORTHWEST EDGE OF THE PAVEMENT
 DP3883'OF ARBUCKLE CREEK ROAD AND 1.9 FT (0.6 M) SOUTHWEST OF THE NORTHEAST
 DP3883'END OF THE CONCRETE GUARDRAIL.
 DP3883
 DP3883                          STATION RECOVERY (2022)
 DP3883
 DP3883'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3883'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3904 ***********************************************************************
 DP3904  DESIGNATION -  23798 A
 DP3904  PID         -  DP3904
 DP3904  STATE/COUNTY-  FL/HIGHLANDS
 DP3904  COUNTRY     -  US
 DP3904  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3904
 DP3904                         *CURRENT SURVEY CONTROL
 DP3904  ______________________________________________________________________
 DP3904* NAD 83(1986) POSITION- 27 34 02.9    (N) 081 27 29.2    (W)   HD_HELD2
 DP3904* NAVD 88 ORTHO HEIGHT -    30.421 (meters)       99.81  (feet) ADJUSTED
 DP3904  ______________________________________________________________________
 DP3904  GEOID HEIGHT    -        -26.022 (meters)                     GEOID18
 DP3904  DYNAMIC HEIGHT  -         30.374 (meters)       99.65  (feet) COMP
 DP3904  MODELED GRAVITY -    979,125.8   (mgal)                       NAVD 88
 DP3904
 DP3904  VERT ORDER      -  FIRST     CLASS II
 DP3904
 DP3904.The horizontal coordinates were established by autonomous hand held GPS
 DP3904.observations and have an estimated accuracy of +/- 10 meters.
 DP3904
 DP3904.The orthometric height was determined by differential leveling and
 DP3904.adjusted by the NATIONAL GEODETIC SURVEY
 DP3904.in February 2015.
 DP3904
 DP3904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3904.GEOID18 height accuracy estimate available here.
 DP3904
 DP3904.Click photographs - Photos may exist for this station.
 DP3904
 DP3904.The dynamic height is computed by dividing the NAVD 88
 DP3904.geopotential number by the normal gravity value computed on the
 DP3904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3904.degrees latitude (g = 980.6199 gals.).
 DP3904
 DP3904.The modeled gravity was interpolated from observed gravity values.
 DP3904
 DP3904;                    North         East    Units  Estimated Accuracy
 DP3904;SPC FL E     -   358,365.      154,763.      MT  (+/- 10 meters HH2 GPS)
 DP3904
 DP3904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5477849374(NAD 83)
 DP3904
 DP3904                          SUPERSEDED SURVEY CONTROL
 DP3904
 DP3904.No superseded survey control is available for this station.
 DP3904
 DP3904_MARKER: DD = SURVEY DISK
 DP3904_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3904_STAMPING: 23798 A 2013
 DP3904_MARK LOGO: SWFWMD
 DP3904_PROJECTION: RECESSED 8 CENTIMETERS
 DP3904_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3904+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2013
 DP3904_ROD/PIPE-DEPTH: 10.5 meters
 DP3904
 DP3904  HISTORY     - Date     Condition        Report By
 DP3904  HISTORY     - 20130621 MONUMENTED       FLDEP
 DP3904  HISTORY     - 20220704 MARK NOT FOUND   GEOCAC
 DP3904
 DP3904                          STATION DESCRIPTION
 DP3904
 DP3904'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3904'THE MARK IS ABOUT 12.1 MI (19.5 KM) EAST-SOUTHEAST OF BEREAH, 5.1 MI
 DP3904'(8.2 KM) NORTH-NORTHWEST OF SEBRING, 3.5 MI (5.6 KM) EAST-SOUTHEAST OF
 DP3904'AVON PARK, IN SECTION 31, TOWNSHIP 33 SOUTH, RANGE 29 EAST.
 DP3904'
 DP3904'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3904'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO EAST
 DP3904'ON STATE ROAD 17 SOUTH (MAIN STREET) BECOMING COUNTY ROAD 64 FOR 2.0
 DP3904'MI (3.2 KM) TO THE INTERSECTION OF COUNTY ROAD 17A.  TURN RIGHT ON
 DP3904'COUNTY ROAD 17A SOUTH AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE
 DP3904'INTERSECTION OF STATE ROAD 17.  TURN LEFT ON STATE ROAD 17 AND GO EAST
 DP3904'AND SOUTHEAST FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF BOAT RAMP ROAD ON
 DP3904'THE RIGHT.  TURN RIGHT ON BOAT RAMP ROAD AND GO SOUTHWEST FOR ABOUT
 DP3904'350.0 FT (106.7 M) TO THE LAKE LETTA BOAT RAMP AND THE MARK ON THE
 DP3904'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 34.5 FT (10.5 M)
 DP3904'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DP3904'0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT (15 CM)
 DP3904'BELOW THE LEVEL OF BOAT RAMP ROAD.
 DP3904'
 DP3904'LOCATED 114.3 FT (34.8 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DP3904'LAKE LETTA BOAT RAMP, 98.2 FT (29.9 M) EAST OF SURVEY MARK 23798 B,
 DP3904'18.0 FT (5.5 M) SOUTHEAST OF A 36-IN (91 CM) DIAMETER LIVE OAK TREE
 DP3904'AND 1.7 FT (0.5 M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DP3904'
 DP3904'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3904'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3904
 DP3904                          STATION RECOVERY (2022)
 DP3904
 DP3904'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3904'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3905 ***********************************************************************
 DP3905  DESIGNATION -  23798 B
 DP3905  PID         -  DP3905
 DP3905  STATE/COUNTY-  FL/HIGHLANDS
 DP3905  COUNTRY     -  US
 DP3905  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3905
 DP3905                         *CURRENT SURVEY CONTROL
 DP3905  ______________________________________________________________________
 DP3905* NAD 83(1986) POSITION- 27 34 02.7    (N) 081 27 30.3    (W)   HD_HELD2
 DP3905* NAVD 88 ORTHO HEIGHT -    30.411 (meters)       99.77  (feet) ADJUSTED
 DP3905  ______________________________________________________________________
 DP3905  GEOID HEIGHT    -        -26.022 (meters)                     GEOID18
 DP3905  DYNAMIC HEIGHT  -         30.365 (meters)       99.62  (feet) COMP
 DP3905  MODELED GRAVITY -    979,125.8   (mgal)                       NAVD 88
 DP3905
 DP3905  VERT ORDER      -  FIRST     CLASS II
 DP3905
 DP3905.The horizontal coordinates were established by autonomous hand held GPS
 DP3905.observations and have an estimated accuracy of +/- 10 meters.
 DP3905
 DP3905.The orthometric height was determined by differential leveling and
 DP3905.adjusted by the NATIONAL GEODETIC SURVEY
 DP3905.in February 2015.
 DP3905
 DP3905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3905.GEOID18 height accuracy estimate available here.
 DP3905
 DP3905.Click photographs - Photos may exist for this station.
 DP3905
 DP3905.The dynamic height is computed by dividing the NAVD 88
 DP3905.geopotential number by the normal gravity value computed on the
 DP3905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3905.degrees latitude (g = 980.6199 gals.).
 DP3905
 DP3905.The modeled gravity was interpolated from observed gravity values.
 DP3905
 DP3905;                    North         East    Units  Estimated Accuracy
 DP3905;SPC FL E     -   358,358.      154,733.      MT  (+/- 10 meters HH2 GPS)
 DP3905
 DP3905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5474849368(NAD 83)
 DP3905
 DP3905                          SUPERSEDED SURVEY CONTROL
 DP3905
 DP3905.No superseded survey control is available for this station.
 DP3905
 DP3905_MARKER: DD = SURVEY DISK
 DP3905_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3905_STAMPING: 23798 B 2013
 DP3905_MARK LOGO: SWFWMD
 DP3905_PROJECTION: RECESSED 8 CENTIMETERS
 DP3905_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3905+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2022
 DP3905_ROD/PIPE-DEPTH: 12.5 meters
 DP3905
 DP3905  HISTORY     - Date     Condition        Report By
 DP3905  HISTORY     - 20130621 MONUMENTED       FLDEP
 DP3905  HISTORY     - 20220704 GOOD             GEOCAC
 DP3905
 DP3905                          STATION DESCRIPTION
 DP3905
 DP3905'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3905'THE MARK IS ABOUT 12.1 MI (19.5 KM) EAST-SOUTHEAST OF BEREAH, 5.1 MI
 DP3905'(8.2 KM) NORTH-NORTHWEST OF SEBRING, 3.5 MI (5.6 KM) EAST-SOUTHEAST OF
 DP3905'AVON PARK, IN SECTION 31, TOWNSHIP 33 SOUTH, RANGE 29 EAST.
 DP3905'
 DP3905'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3905'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO EAST
 DP3905'ON STATE ROAD 17 SOUTH (MAIN STREET) BECOMING COUNTY ROAD 64 FOR 2.0
 DP3905'MI (3.2 KM) TO THE INTERSECTION OF COUNTY ROAD 17A.  TURN RIGHT ON
 DP3905'COUNTY ROAD 17A SOUTH AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE
 DP3905'INTERSECTION OF STATE ROAD 17.  TURN LEFT ON STATE ROAD 17 AND GO EAST
 DP3905'AND SOUTHEAST FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF BOAT RAMP ROAD ON
 DP3905'THE RIGHT.  TURN RIGHT ON BOAT RAMP ROAD AND GO SOUTHWEST FOR ABOUT
 DP3905'350.0 FT (106.7 M) TO THE LAKE LETTA BOAT RAMP AND THE MARK AHEAD, AN
 DP3905'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 41.0 FT (12.5 M) WITH AN
 DP3905'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9
 DP3905'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE
 DP3905'LEVEL OF THE BOAT RAMP.
 DP3905'
 DP3905'LOCATED 98.2 FT (29.9 M) WEST OF SURVEY MARK 23798 A, 82.5 FT (25.1 M)
 DP3905'NORTHWEST OF A 36-IN (91 CM) DIAMETER LIVE OAK TREE, 16.8 FT (5.1 M)
 DP3905'EAST OF THE APPROXIMATE CENTERLINE OF THE LAKE LETTA BOAT RAMP AND 1.3
 DP3905'FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DP3905'
 DP3905'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3905'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3905
 DP3905                          STATION RECOVERY (2022)
 DP3905
 DP3905'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3905'THE MARK IS 2.6 FT (0.8 M) SOUTH OF A WOODEN TRASH CONTAINER, 2.6 FT
 DP3905'(0.8 M) SOUTHWEST OF A METAL SIGNPOST WITH A SIGN '500 FINE' AND 2.6
 DP3905'FT (0.8 M) SOUTHEAST OF A WOODEN SIGNPOST WITH A SIGN 'PUBLIC BOAT
 DP3905'RAMP'.  THE CARSONITE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3908 ***********************************************************************
 DP3908  DESIGNATION -  23799 A
 DP3908  PID         -  DP3908
 DP3908  STATE/COUNTY-  FL/HIGHLANDS
 DP3908  COUNTRY     -  US
 DP3908  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3908
 DP3908                         *CURRENT SURVEY CONTROL
 DP3908  ______________________________________________________________________
 DP3908* NAD 83(1986) POSITION- 27 32 46.7    (N) 081 26 51.6    (W)   HD_HELD2
 DP3908* NAVD 88 ORTHO HEIGHT -    27.411 (meters)       89.93  (feet) ADJUSTED
 DP3908  ______________________________________________________________________
 DP3908  GEOID HEIGHT    -        -25.987 (meters)                     GEOID18
 DP3908  DYNAMIC HEIGHT  -         27.369 (meters)       89.79  (feet) COMP
 DP3908  MODELED GRAVITY -    979,125.0   (mgal)                       NAVD 88
 DP3908
 DP3908  VERT ORDER      -  FIRST     CLASS II
 DP3908
 DP3908.The horizontal coordinates were established by autonomous hand held GPS
 DP3908.observations and have an estimated accuracy of +/- 10 meters.
 DP3908
 DP3908.The orthometric height was determined by differential leveling and
 DP3908.adjusted by the NATIONAL GEODETIC SURVEY
 DP3908.in February 2015.
 DP3908
 DP3908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3908.GEOID18 height accuracy estimate available here.
 DP3908
 DP3908.Click photographs - Photos may exist for this station.
 DP3908
 DP3908.The dynamic height is computed by dividing the NAVD 88
 DP3908.geopotential number by the normal gravity value computed on the
 DP3908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3908.degrees latitude (g = 980.6199 gals.).
 DP3908
 DP3908.The modeled gravity was interpolated from observed gravity values.
 DP3908
 DP3908;                    North         East    Units  Estimated Accuracy
 DP3908;SPC FL E     -   356,015.      155,786.      MT  (+/- 10 meters HH2 GPS)
 DP3908
 DP3908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5580147025(NAD 83)
 DP3908
 DP3908                          SUPERSEDED SURVEY CONTROL
 DP3908
 DP3908.No superseded survey control is available for this station.
 DP3908
 DP3908_MARKER: DD = SURVEY DISK
 DP3908_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3908_STAMPING: 23799 A 2013
 DP3908_MARK LOGO: SWFWMD
 DP3908_PROJECTION: RECESSED 5 CENTIMETERS
 DP3908_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3908_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3908+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2022
 DP3908_ROD/PIPE-DEPTH: 16.5 meters
 DP3908
 DP3908  HISTORY     - Date     Condition        Report By
 DP3908  HISTORY     - 20130716 MONUMENTED       FLDEP
 DP3908  HISTORY     - 20220704 GOOD             GEOCAC
 DP3908
 DP3908                          STATION DESCRIPTION
 DP3908
 DP3908'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3908'THE MARK IS ABOUT 12.1 MI (19.5 KM) NORTHEAST OF CREWSVILLE, 5.0 MI
 DP3908'(8.0 KM) SOUTHEAST OF AVON PARK, 3.5 MI (5.6 KM) NORTH OF SEBRING, IN
 DP3908'SECTION 5, TOWNSHIP 34 SOUTH, RANGE 29 EAST.
 DP3908'
 DP3908'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3908'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO EAST
 DP3908'ON STATE ROAD 17 SOUTH (MAIN STREET) BECOMING COUNTY ROAD 64 FOR 2.0
 DP3908'MI (3.2 KM) TO THE INTERSECTION OF COUNTY ROAD 17A.  TURN RIGHT ON
 DP3908'COUNTY ROAD 17A SOUTH AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE
 DP3908'INTERSECTION OF STATE ROAD 17.  TURN LEFT ON STATE ROAD 17 AND GO EAST
 DP3908'AND SOUTHEAST FOR 3.5 MI (5.6 KM) TO THE JUNCTION OF LAKE BONNET ROAD
 DP3908'ON THE LEFT.  TURN LEFT ON LAKE BONNET ROAD AND GO EAST FOR 0.7 MI
 DP3908'(1.1 KM) TO THE JUNCTION OF SOUTH DRIFTWOOD BOULEVARD ON THE RIGHT.
 DP3908'TURN RIGHT ON SOUTH DRIFTWOOD BOULEVARD AND GO SOUTH FOR ABOUT 125.0
 DP3908'FT (38.1 M) TO THE INTERSECTION OF OAKWOOD DRIVE.  TURN RIGHT ON
 DP3908'OAKWOOD DRIVE AND GO WEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF
 DP3908'GERGEN BOULEVARD ON THE LEFT.  TURN LEFT ON GERGEN BOULEVARD AND GO
 DP3908'SOUTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF CYPRESSWOOD DRIVE ON THE
 DP3908'RIGHT.  TURN RIGHT ON CYPRESSWOOD DRIVE AND GO WEST FOR ABOUT 100.0 FT
 DP3908'(30.5 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DP3908'A DEPTH OF 54.0 FT (16.5 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DP3908'(10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DP3908'AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF CYPRESSWOOD DRIVE.
 DP3908'
 DP3908'LOCATED 93.5 FT (28.5 M) WEST OF SURVEY MARK 23799 B, 34.6 FT (10.5 M)
 DP3908'SOUTH OF THE APPROXIMATE CENTERLINE OF CYPRESSWOOD DRIVE, 7.8 FT (2.4
 DP3908'M) SOUTHEAST OF THE METAL FLAG POLE, 2.3 FT (0.7 M) NORTH-NORTHWEST OF
 DP3908'A 13-INCH (33 CM) DIAMETER SABAL PALM TREE AND 1.5 FT (0.5 M)
 DP3908'NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 DP3908'
 DP3908'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3908'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3908
 DP3908                          STATION RECOVERY (2022)
 DP3908
 DP3908'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3908'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3907 ***********************************************************************
 DP3907  DESIGNATION -  23799 B
 DP3907  PID         -  DP3907
 DP3907  STATE/COUNTY-  FL/HIGHLANDS
 DP3907  COUNTRY     -  US
 DP3907  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3907
 DP3907                         *CURRENT SURVEY CONTROL
 DP3907  ______________________________________________________________________
 DP3907* NAD 83(1986) POSITION- 27 32 46.9    (N) 081 26 50.5    (W)   HD_HELD2
 DP3907* NAVD 88 ORTHO HEIGHT -    27.265 (meters)       89.45  (feet) ADJUSTED
 DP3907  ______________________________________________________________________
 DP3907  GEOID HEIGHT    -        -25.988 (meters)                     GEOID18
 DP3907  DYNAMIC HEIGHT  -         27.224 (meters)       89.32  (feet) COMP
 DP3907  MODELED GRAVITY -    979,125.0   (mgal)                       NAVD 88
 DP3907
 DP3907  VERT ORDER      -  FIRST     CLASS II
 DP3907
 DP3907.The horizontal coordinates were established by autonomous hand held GPS
 DP3907.observations and have an estimated accuracy of +/- 10 meters.
 DP3907
 DP3907.The orthometric height was determined by differential leveling and
 DP3907.adjusted by the NATIONAL GEODETIC SURVEY
 DP3907.in February 2015.
 DP3907
 DP3907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3907.GEOID18 height accuracy estimate available here.
 DP3907
 DP3907.Click photographs - Photos may exist for this station.
 DP3907
 DP3907.The dynamic height is computed by dividing the NAVD 88
 DP3907.geopotential number by the normal gravity value computed on the
 DP3907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3907.degrees latitude (g = 980.6199 gals.).
 DP3907
 DP3907.The modeled gravity was interpolated from observed gravity values.
 DP3907
 DP3907;                    North         East    Units  Estimated Accuracy
 DP3907;SPC FL E     -   356,021.      155,816.      MT  (+/- 10 meters HH2 GPS)
 DP3907
 DP3907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5583147031(NAD 83)
 DP3907
 DP3907                          SUPERSEDED SURVEY CONTROL
 DP3907
 DP3907.No superseded survey control is available for this station.
 DP3907
 DP3907_MARKER: DD = SURVEY DISK
 DP3907_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3907_STAMPING: 23799 B 2013
 DP3907_MARK LOGO: SWFWMD
 DP3907_PROJECTION: RECESSED 8 CENTIMETERS
 DP3907_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3907+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2022
 DP3907_ROD/PIPE-DEPTH: 14.3 meters
 DP3907
 DP3907  HISTORY     - Date     Condition        Report By
 DP3907  HISTORY     - 20130716 MONUMENTED       FLDEP
 DP3907  HISTORY     - 20220704 GOOD             GEOCAC
 DP3907
 DP3907                          STATION DESCRIPTION
 DP3907
 DP3907'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3907'THE MARK IS ABOUT 12.1 MI (19.5 KM) NORTHEAST OF CREWSVILLE, 5.0 MI
 DP3907'(8.0 KM) SOUTHEAST OF AVON PARK, 3.5 MI (5.6 KM) NORTH OF SEBRING, IN
 DP3907'SECTION 5, TOWNSHIP 34 SOUTH, RANGE 29 EAST.
 DP3907'
 DP3907'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3907'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO EAST
 DP3907'ON STATE ROAD 17 SOUTH (MAIN STREET) BECOMING COUNTY ROAD 64 FOR 2.0
 DP3907'MI (3.2 KM) TO THE INTERSECTION OF COUNTY ROAD 17A.  TURN RIGHT ON
 DP3907'COUNTY ROAD 17A SOUTH AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE
 DP3907'INTERSECTION OF STATE ROAD 17.  TURN LEFT ON STATE ROAD 17 AND GO EAST
 DP3907'AND SOUTHEAST FOR 3.5 MI (5.6 KM) TO THE JUNCTION OF LAKE BONNET ROAD
 DP3907'ON THE LEFT.  TURN LEFT ON LAKE BONNET ROAD AND GO EAST FOR 0.7 MI
 DP3907'(1.1 KM) TO THE JUNCTION OF SOUTH DRIFTWOOD BOULEVARD ON THE RIGHT.
 DP3907'TURN RIGHT ON SOUTH DRIFTWOOD BOULEVARD AND GO SOUTH FOR ABOUT 125.0
 DP3907'FT (38.1 M) TO THE INTERSECTION OF OAKWOOD DRIVE.  TURN RIGHT ON
 DP3907'OAKWOOD DRIVE AND GO WEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF
 DP3907'GERGEN BOULEVARD ON THE LEFT.  TURN LEFT ON GERGEN BOULEVARD AND GO
 DP3907'SOUTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF CYPRESSWOOD DRIVE ON THE
 DP3907'RIGHT AND THE MARK AHEAD, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DP3907'OF 47.0 FT (14.3 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM)
 DP3907'PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND
 DP3907'ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF CYPRESSWOOD DRIVE.
 DP3907'
 DP3907'LOCATED 93.5 FT (28.5 M) EAST OF SURVEY MARK 23799 A, 22.5 FT (6.9 M)
 DP3907'SOUTH OF THE APPROXIMATE CENTERLINE OF THE CYPRESSWOOD DRIVE, 20.4 FT
 DP3907'(6.2 M) EAST OF A WOODEN POWER POLE NUMBERED 6-46454, 2.8 FT (0.9 M)
 DP3907'SOUTHEAST OF A 7-INCH (18 CM) DIAMETER SABAL PALM TREE AND 1.0 FT (0.3
 DP3907'M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 DP3907'
 DP3907'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3907'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3907
 DP3907                          STATION RECOVERY (2022)
 DP3907
 DP3907'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3907'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0072 ***********************************************************************
 AL0072  DESIGNATION -  238
 AL0072  PID         -  AL0072
 AL0072  STATE/COUNTY-  FL/PINELLAS
 AL0072  COUNTRY     -  US
 AL0072  USGS QUAD   -  OLDSMAR (2018)
 AL0072
 AL0072                         *CURRENT SURVEY CONTROL
 AL0072  ______________________________________________________________________
 AL0072* NAD 83(1986) POSITION- 28 06 37.     (N) 082 44 23.     (W)   SCALED
 AL0072* NAVD 88 ORTHO HEIGHT -     2.919 (meters)        9.58  (feet) ADJUSTED
 AL0072  ______________________________________________________________________
 AL0072  GEOID HEIGHT    -        -25.035 (meters)                     GEOID18
 AL0072  DYNAMIC HEIGHT  -          2.915 (meters)        9.56  (feet) COMP
 AL0072  MODELED GRAVITY -    979,192.6   (mgal)                       NAVD 88
 AL0072
 AL0072  VERT ORDER      -  SECOND    CLASS II
 AL0072
 AL0072.The horizontal coordinates were scaled from a map and have
 AL0072.an estimated accuracy of +/- 6 seconds.
 AL0072
 AL0072.The orthometric height was determined by differential leveling and
 AL0072.adjusted by the NATIONAL GEODETIC SURVEY
 AL0072.in June 1991.
 AL0072
 AL0072.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0072.GEOID18 height accuracy estimate available here.
 AL0072
 AL0072.Click photographs - Photos may exist for this station.
 AL0072
 AL0072.The dynamic height is computed by dividing the NAVD 88
 AL0072.geopotential number by the normal gravity value computed on the
 AL0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0072.degrees latitude (g = 980.6199 gals.).
 AL0072
 AL0072.The modeled gravity was interpolated from observed gravity values.
 AL0072
 AL0072;                    North         East    Units  Estimated Accuracy
 AL0072;SPC FL W     -   418,650.      127,320.      MT  (+/- 180 meters Scaled)
 AL0072
 AL0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291106(NAD 83)
 AL0072
 AL0072                          SUPERSEDED SURVEY CONTROL
 AL0072
 AL0072  NGVD 29 (??/??/92)    3.179  (m)           10.43   (f) ADJ UNCH    2 2
 AL0072
 AL0072.Superseded values are not recommended for survey control.
 AL0072
 AL0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0072.See file dsdata.pdf to determine how the superseded data were derived.
 AL0072
 AL0072_MARKER: DD = SURVEY DISK
 AL0072_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0072_SP_SET: CULVERT HEADWALL
 AL0072_STAMPING: 238
 AL0072_MARK LOGO: FLSRD
 AL0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0072+STABILITY: SURFACE MOTION
 AL0072
 AL0072  HISTORY     - Date     Condition        Report By
 AL0072  HISTORY     - UNK      MONUMENTED       FLHD
 AL0072  HISTORY     - 1976     GOOD             FLDT
 AL0072  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0072
 AL0072                          STATION DESCRIPTION
 AL0072
 AL0072'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0072'1.2 MI S FROM TARPON SPRINGS.
 AL0072'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0072'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 2.6 MILE.
 AL0072'STATION ON LEFT, 62.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0072'59.5 FT. NW OF POWER POLE, NUMBER 12A-3502-R.  SET IN TOP OF
 AL0072'CONCRETE HEADWALL.  SECTION 30, T27S, R16E.
 AL0072
 AL0072                          STATION RECOVERY (1984)
 AL0072
 AL0072'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0072'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3871 ***********************************************************************
 DP3871  DESIGNATION -  23807 A
 DP3871  PID         -  DP3871
 DP3871  STATE/COUNTY-  FL/HIGHLANDS
 DP3871  COUNTRY     -  US
 DP3871  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3871
 DP3871                         *CURRENT SURVEY CONTROL
 DP3871  ______________________________________________________________________
 DP3871* NAD 83(1986) POSITION- 27 30 50.5    (N) 081 28 24.8    (W)   HD_HELD2
 DP3871* NAVD 88 ORTHO HEIGHT -    32.753 (meters)      107.46  (feet) ADJUSTED
 DP3871  ______________________________________________________________________
 DP3871  GEOID HEIGHT    -        -25.845 (meters)                     GEOID18
 DP3871  DYNAMIC HEIGHT  -         32.703 (meters)      107.29  (feet) COMP
 DP3871  MODELED GRAVITY -    979,124.7   (mgal)                       NAVD 88
 DP3871
 DP3871  VERT ORDER      -  FIRST     CLASS II
 DP3871
 DP3871.The horizontal coordinates were established by autonomous hand held GPS
 DP3871.observations and have an estimated accuracy of +/- 10 meters.
 DP3871
 DP3871.The orthometric height was determined by differential leveling and
 DP3871.adjusted by the NATIONAL GEODETIC SURVEY
 DP3871.in February 2015.
 DP3871
 DP3871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3871.GEOID18 height accuracy estimate available here.
 DP3871
 DP3871.Click photographs - Photos may exist for this station.
 DP3871
 DP3871.The dynamic height is computed by dividing the NAVD 88
 DP3871.geopotential number by the normal gravity value computed on the
 DP3871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3871.degrees latitude (g = 980.6199 gals.).
 DP3871
 DP3871.The modeled gravity was interpolated from observed gravity values.
 DP3871
 DP3871;                    North         East    Units  Estimated Accuracy
 DP3871;SPC FL E     -   352,448.      153,215.      MT  (+/- 10 meters HH2 GPS)
 DP3871
 DP3871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5323143459(NAD 83)
 DP3871
 DP3871                          SUPERSEDED SURVEY CONTROL
 DP3871
 DP3871.No superseded survey control is available for this station.
 DP3871
 DP3871_MARKER: DD = SURVEY DISK
 DP3871_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP3871_SP_SET: LIFT STATION
 DP3871_STAMPING: 23807 A 2013
 DP3871_MARK LOGO: FLDEP
 DP3871_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP3871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP3871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3871+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2022
 DP3871
 DP3871  HISTORY     - Date     Condition        Report By
 DP3871  HISTORY     - 20130719 MONUMENTED       FLDEP
 DP3871  HISTORY     - 20220704 GOOD             GEOCAC
 DP3871
 DP3871                          STATION DESCRIPTION
 DP3871
 DP3871'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3871'THE MARK IS ABOUT 9.3 MI (15.0 KM) NORTHEAST OF CREWSVILLE, 6.0 MI
 DP3871'(9.7 KM) SOUTH-SOUTHEAST OF AVON PARK, 2.4 MI (3.9 KM) WEST-NORTHWEST
 DP3871'OF SEBRING, IN SECTION 24, TOWNSHIP 34 SOUTH, RANGE 28 EAST.
 DP3871'
 DP3871'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 AND U.S.
 DP3871'HIGHWAY 27 IN AVON PARK, GO SOUTH ON U.S. HIGHWAY 27 FOR 5.75 MI (9.3
 DP3871'KM) TO THE INTERSECTION OF SCHUMACHER ROAD ON THE RIGHT AND SEBRING
 DP3871'PARKWAY (COUNTY ROAD 634A) ON THE LEFT.  TURN LEFT ON SEBRING PARKWAY
 DP3871'(COUNTY ROAD 634A) AND GO EAST FOR 1.35 MI (2.2 KM) TO THE
 DP3871'INTERSECTION OF SCENIC HIGHWAY.  TURN RIGHT ON SCENIC HIGHWAY AND GO
 DP3871'SOUTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LAKEVIEW DRIVE AND THE
 DP3871'MARK ON THE LEFT, SET FLUSH IN THE NORTHWEST CORNER OF THE CONCRETE
 DP3871'LIFT STATION AND ABOUT 0.5 FT (15 CM) ABOVE THE LEVEL OF SCENIC
 DP3871'HIGHWAY.
 DP3871'
 DP3871'LOCATED 74.9 FT (22.8 M) NORTH OF SURVEY MARK 23807 B, 47.0 FT (14.3
 DP3871'M) NORTH OF THE APPROXIMATE CENTERLINE OF LAKEVIEW DRIVE, 21.4 FT (6.5
 DP3871'M) EAST OF THE APPROXIMATE CENTERLINE OF SCENIC HIGHWAY AND 0.4 FT (12
 DP3871'CM) EAST OF A CARSONITE WITNESS POST.
 DP3871
 DP3871                          STATION RECOVERY (2022)
 DP3871
 DP3871'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3871'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3872 ***********************************************************************
 DP3872  DESIGNATION -  23807 B
 DP3872  PID         -  DP3872
 DP3872  STATE/COUNTY-  FL/HIGHLANDS
 DP3872  COUNTRY     -  US
 DP3872  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3872
 DP3872                         *CURRENT SURVEY CONTROL
 DP3872  ______________________________________________________________________
 DP3872* NAD 83(1986) POSITION- 27 30 49.8    (N) 081 28 24.7    (W)   HD_HELD2
 DP3872* NAVD 88 ORTHO HEIGHT -    32.474 (meters)      106.54  (feet) ADJUSTED
 DP3872  ______________________________________________________________________
 DP3872  GEOID HEIGHT    -        -25.844 (meters)                     GEOID18
 DP3872  DYNAMIC HEIGHT  -         32.425 (meters)      106.38  (feet) COMP
 DP3872  MODELED GRAVITY -    979,124.7   (mgal)                       NAVD 88
 DP3872
 DP3872  VERT ORDER      -  FIRST     CLASS II
 DP3872
 DP3872.The horizontal coordinates were established by autonomous hand held GPS
 DP3872.observations and have an estimated accuracy of +/- 10 meters.
 DP3872
 DP3872.The orthometric height was determined by differential leveling and
 DP3872.adjusted by the NATIONAL GEODETIC SURVEY
 DP3872.in February 2015.
 DP3872
 DP3872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3872.GEOID18 height accuracy estimate available here.
 DP3872
 DP3872.Click photographs - Photos may exist for this station.
 DP3872
 DP3872.The dynamic height is computed by dividing the NAVD 88
 DP3872.geopotential number by the normal gravity value computed on the
 DP3872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3872.degrees latitude (g = 980.6199 gals.).
 DP3872
 DP3872.The modeled gravity was interpolated from observed gravity values.
 DP3872
 DP3872;                    North         East    Units  Estimated Accuracy
 DP3872;SPC FL E     -   352,427.      153,218.      MT  (+/- 10 meters HH2 GPS)
 DP3872
 DP3872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5323343438(NAD 83)
 DP3872
 DP3872                          SUPERSEDED SURVEY CONTROL
 DP3872
 DP3872.No superseded survey control is available for this station.
 DP3872
 DP3872_MARKER: DD = SURVEY DISK
 DP3872_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3872_STAMPING: 23807 B 2013
 DP3872_MARK LOGO: SWFWMD
 DP3872_PROJECTION: RECESSED 5 CENTIMETERS
 DP3872_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3872+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2026
 DP3872_ROD/PIPE-DEPTH: 15.5 meters
 DP3872
 DP3872  HISTORY     - Date     Condition        Report By
 DP3872  HISTORY     - 20130719 MONUMENTED       FLDEP
 DP3872  HISTORY     - 20220704 GOOD             GEOCAC
 DP3872  HISTORY     - 20260128 GOOD             PICKET
 DP3872
 DP3872                          STATION DESCRIPTION
 DP3872
 DP3872'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3872'THE MARK IS ABOUT 9.3 MI (15.0 KM) NORTHEAST OF CREWSVILLE, 6.0 MI
 DP3872'(9.7 KM) SOUTH-SOUTHEAST OF AVON PARK, 2.4 MI (3.9 KM) WEST-NORTHWEST
 DP3872'OF SEBRING, IN SECTION 24, TOWNSHIP 34 SOUTH, RANGE 28 EAST.
 DP3872'
 DP3872'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 AND U.S.
 DP3872'HIGHWAY 27 IN AVON PARK, GO SOUTH ON U.S. HIGHWAY 27 FOR 5.75 MI (9.3
 DP3872'KM) TO THE INTERSECTION OF SCHUMACHER ROAD ON THE RIGHT AND SEBRING
 DP3872'PARKWAY (COUNTY ROAD 634A) ON THE LEFT.  TURN LEFT ON SEBRING PARKWAY
 DP3872'(COUNTY ROAD 634A) AND GO EAST FOR 1.35 MI (2.2 KM) TO THE
 DP3872'INTERSECTION OF SCENIC HIGHWAY.  TURN RIGHT ON SCENIC HIGHWAY AND GO
 DP3872'SOUTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LAKEVIEW DRIVE AND THE
 DP3872'MARK AHEAD, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 51.0 FT
 DP3872'(15.5 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DP3872'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT
 DP3872'(15 CM) ABOVE THE LEVEL OF LAKEVIEW DRIVE.
 DP3872'
 DP3872'LOCATED 74.9 FT (22.8 M) SOUTH OF SURVEY MARK 23807 A, 32.0 FT (9.8 M)
 DP3872'EAST OF THE APPROXIMATE EXTENDED CENTERLINE OF SCENIC HIGHWAY, 17.2 FT
 DP3872'(5.2 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF LAKEVIEW
 DP3872'DRIVE, 3.5 FT (1.1 M) NORTH OF A CONCRETE POWER POLE AND 2.6 FT (0.8
 DP3872'M) NORTH OF A CARSONITE WITNESS POST.
 DP3872'
 DP3872'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3872'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3872
 DP3872                          STATION RECOVERY (2022)
 DP3872
 DP3872'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3872'RECOVERED IN GOOD CONDITION.
 DP3872
 DP3872                          STATION RECOVERY (2026)
 DP3872
 DP3872'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2026 (JCF)
 DP3872'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3869 ***********************************************************************
 DP3869  DESIGNATION -  23810 A
 DP3869  PID         -  DP3869
 DP3869  STATE/COUNTY-  FL/HIGHLANDS
 DP3869  COUNTRY     -  US
 DP3869  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3869
 DP3869                         *CURRENT SURVEY CONTROL
 DP3869  ______________________________________________________________________
 DP3869* NAD 83(1986) POSITION- 27 31 10.4    (N) 081 28 59.2    (W)   HD_HELD2
 DP3869* NAVD 88 ORTHO HEIGHT -    33.400 (meters)      109.58  (feet) ADJUSTED
 DP3869  ______________________________________________________________________
 DP3869  GEOID HEIGHT    -        -25.841 (meters)                     GEOID18
 DP3869  DYNAMIC HEIGHT  -         33.350 (meters)      109.42  (feet) COMP
 DP3869  MODELED GRAVITY -    979,125.1   (mgal)                       NAVD 88
 DP3869
 DP3869  VERT ORDER      -  FIRST     CLASS II
 DP3869
 DP3869.The horizontal coordinates were established by autonomous hand held GPS
 DP3869.observations and have an estimated accuracy of +/- 10 meters.
 DP3869
 DP3869.The orthometric height was determined by differential leveling and
 DP3869.adjusted by the NATIONAL GEODETIC SURVEY
 DP3869.in February 2015.
 DP3869
 DP3869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3869.GEOID18 height accuracy estimate available here.
 DP3869
 DP3869.Click photographs - Photos may exist for this station.
 DP3869
 DP3869.The dynamic height is computed by dividing the NAVD 88
 DP3869.geopotential number by the normal gravity value computed on the
 DP3869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3869.degrees latitude (g = 980.6199 gals.).
 DP3869
 DP3869.The modeled gravity was interpolated from observed gravity values.
 DP3869
 DP3869;                    North         East    Units  Estimated Accuracy
 DP3869;SPC FL E     -   353,064.      152,274.      MT  (+/- 10 meters HH2 GPS)
 DP3869
 DP3869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5228944075(NAD 83)
 DP3869
 DP3869                          SUPERSEDED SURVEY CONTROL
 DP3869
 DP3869.No superseded survey control is available for this station.
 DP3869
 DP3869_MARKER: DD = SURVEY DISK
 DP3869_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3869_STAMPING: 23810 A 2013
 DP3869_MARK LOGO: SWFWMD
 DP3869_PROJECTION: RECESSED 5 CENTIMETERS
 DP3869_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3869+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2022
 DP3869_ROD/PIPE-DEPTH: 10.1 meters
 DP3869
 DP3869  HISTORY     - Date     Condition        Report By
 DP3869  HISTORY     - 20130719 MONUMENTED       FLDEP
 DP3869  HISTORY     - 20220704 GOOD             GEOCAC
 DP3869
 DP3869                          STATION DESCRIPTION
 DP3869
 DP3869'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3869'THE MARK IS ABOUT 9.2 MI (14.8 KM) NORTHEAST OF CREWSVILLE, 5.4 MI
 DP3869'(8.7 KM) SOUTH-SOUTHEAST OF AVON PARK, 3.1 MI (4.9 KM) WEST-NORTHWEST
 DP3869'OF SEBRING, IN SECTION 14, TOWNSHIP 34 SOUTH, RANGE 28 EAST.
 DP3869'
 DP3869'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 AND U.S.
 DP3869'HIGHWAY 27 IN AVON PARK, GO SOUTH ON U.S. HIGHWAY 27 FOR 5.75 MI (9.3
 DP3869'KM) TO THE INTERSECTION OF SCHUMACHER ROAD ON THE RIGHT AND SEBRING
 DP3869'PARKWAY (COUNTY ROAD 634A) ON THE LEFT, TURN LEFT ON SEBRING PARKWAY
 DP3869'(COUNTY ROAD 634A) AND GO EAST FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF
 DP3869'LONGVIEW ROAD ON THE LEFT, TURN LEFT ON LONGVIEW ROAD AND GO NORTHEAST
 DP3869'FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION OF LAKE SEBRING DRIVE, TURN
 DP3869'RIGHT ON LAKE SEBRING DRIVE AND GO EAST FOR 0.15 MI (0.2 KM) TO THE
 DP3869'JUNCTION OF A SHELL DRIVEWAY AT 410 LAKE SEBRING DRIVE ON THE LEFT AND
 DP3869'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP3869'33.0 FT (10.1 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DP3869'PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL
 DP3869'WITH THE DRIVEWAY.
 DP3869'
 DP3869'LOCATED 153.2 FT (46.7 M) SOUTH-SOUTHEAST OF SURVEY MARK 23810 B, 80.5
 DP3869'FT (24.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF LAKE SEBRING DRIVE,
 DP3869'10.0 FT (3.0 M) WEST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT
 DP3869'410 LAKE SEBRING DRIVE, 2.0 FT (0.6 M) SOUTH OF A WOODEN POWER POLE
 DP3869'WITH 1 STREET LIGHT ATTACHED AND 1.6 FT (0.5 M) SOUTH OF A CARSONITE
 DP3869'WITNESS POST.
 DP3869'
 DP3869'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3869'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3869
 DP3869                          STATION RECOVERY (2022)
 DP3869
 DP3869'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3869'ADDRESS 410 LAKE SEBRING DRIVE HAS BEEN CHANGED TO 1074 LAKE SEBRING
 DP3869'DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3870 ***********************************************************************
 DP3870  DESIGNATION -  23810 B
 DP3870  PID         -  DP3870
 DP3870  STATE/COUNTY-  FL/HIGHLANDS
 DP3870  COUNTRY     -  US
 DP3870  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3870
 DP3870                         *CURRENT SURVEY CONTROL
 DP3870  ______________________________________________________________________
 DP3870* NAD 83(1986) POSITION- 27 31 11.9    (N) 081 28 59.4    (W)   HD_HELD2
 DP3870* NAVD 88 ORTHO HEIGHT -    32.830 (meters)      107.71  (feet) ADJUSTED
 DP3870  ______________________________________________________________________
 DP3870  GEOID HEIGHT    -        -25.842 (meters)                     GEOID18
 DP3870  DYNAMIC HEIGHT  -         32.780 (meters)      107.55  (feet) COMP
 DP3870  MODELED GRAVITY -    979,125.1   (mgal)                       NAVD 88
 DP3870
 DP3870  VERT ORDER      -  FIRST     CLASS II
 DP3870
 DP3870.The horizontal coordinates were established by autonomous hand held GPS
 DP3870.observations and have an estimated accuracy of +/- 10 meters.
 DP3870
 DP3870.The orthometric height was determined by differential leveling and
 DP3870.adjusted by the NATIONAL GEODETIC SURVEY
 DP3870.in February 2015.
 DP3870
 DP3870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3870.GEOID18 height accuracy estimate available here.
 DP3870
 DP3870.Click photographs - Photos may exist for this station.
 DP3870
 DP3870.The dynamic height is computed by dividing the NAVD 88
 DP3870.geopotential number by the normal gravity value computed on the
 DP3870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3870.degrees latitude (g = 980.6199 gals.).
 DP3870
 DP3870.The modeled gravity was interpolated from observed gravity values.
 DP3870
 DP3870;                    North         East    Units  Estimated Accuracy
 DP3870;SPC FL E     -   353,111.      152,268.      MT  (+/- 10 meters HH2 GPS)
 DP3870
 DP3870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5228444122(NAD 83)
 DP3870
 DP3870                          SUPERSEDED SURVEY CONTROL
 DP3870
 DP3870.No superseded survey control is available for this station.
 DP3870
 DP3870_MARKER: DD = SURVEY DISK
 DP3870_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3870_STAMPING: 23810 B 2013
 DP3870_MARK LOGO: SWFWMD
 DP3870_PROJECTION: RECESSED 8 CENTIMETERS
 DP3870_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3870+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2013
 DP3870_ROD/PIPE-DEPTH: 11.9 meters
 DP3870
 DP3870  HISTORY     - Date     Condition        Report By
 DP3870  HISTORY     - 20130719 MONUMENTED       FLDEP
 DP3870  HISTORY     - 20220704 MARK NOT FOUND   GEOCAC
 DP3870
 DP3870                          STATION DESCRIPTION
 DP3870
 DP3870'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3870'THE MARK IS ABOUT 9.2 MI (14.8 KM) NORTHEAST OF CREWSVILLE, 5.4 MI
 DP3870'(8.7 KM) SOUTH-SOUTHEAST OF AVON PARK, 3.1 MI (4.9 KM) WEST-NORTHWEST
 DP3870'OF SEBRING, IN SECTION 14, TOWNSHIP 34 SOUTH, RANGE 28 EAST.
 DP3870'
 DP3870'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 AND U.S.
 DP3870'HIGHWAY 27 IN AVON PARK, GO SOUTH ON U.S. HIGHWAY 27 FOR 5.75 MI (9.3
 DP3870'KM) TO THE INTERSECTION OF SCHUMACHER ROAD ON THE RIGHT AND SEBRING
 DP3870'PARKWAY (COUNTY ROAD 634A) ON THE LEFT, TURN LEFT ON SEBRING PARKWAY
 DP3870'(COUNTY ROAD 634A) AND GO EAST FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF
 DP3870'LONGVIEW ROAD ON THE LEFT, TURN LEFT ON LONGVIEW ROAD AND GO NORTHEAST
 DP3870'FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION OF LAKE SEBRING DRIVE, TURN
 DP3870'RIGHT ON LAKE SEBRING DRIVE AND GO EAST FOR 0.15 MI (0.2 KM) TO THE
 DP3870'JUNCTION OF A SHELL DRIVEWAY AT 410 LAKE SEBRING DRIVE ON THE LEFT AND
 DP3870'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP3870'39.2 FT (11.9 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DP3870'PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL
 DP3870'WITH THE DRIVEWAY.
 DP3870'
 DP3870'LOCATED 234.0 FT (71.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF LAKE
 DP3870'SEBRING DRIVE, 153.2 FT (46.7 M) NORTH-NORTHWEST OF SURVEY MARK 23810
 DP3870'A, 18.0 FT (5.5 M) WEST OF THE APPROXIMATE EXTENDED CENTERLINE OF A
 DP3870'WOODEN DOCK, 26.5 FT (8.1 M) NORTH-NORTHEAST OF A 12-INCH (30 CM)
 DP3870'DIAMETER SABAL PALM TREE AND 1.8 FT (0.5 M) EAST OF A CARSONITE
 DP3870'WITNESS POST.
 DP3870'
 DP3870'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3870'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3870
 DP3870                          STATION RECOVERY (2022)
 DP3870
 DP3870'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3870'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3910 ***********************************************************************
 DP3910  DESIGNATION -  23812 A
 DP3910  PID         -  DP3910
 DP3910  STATE/COUNTY-  FL/HIGHLANDS
 DP3910  COUNTRY     -  US
 DP3910  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3910
 DP3910                         *CURRENT SURVEY CONTROL
 DP3910  ______________________________________________________________________
 DP3910* NAD 83(1986) POSITION- 27 32 28.9    (N) 081 27 50.2    (W)   HD_HELD2
 DP3910* NAVD 88 ORTHO HEIGHT -    32.149 (meters)      105.48  (feet) ADJUSTED
 DP3910  ______________________________________________________________________
 DP3910  GEOID HEIGHT    -        -25.942 (meters)                     GEOID18
 DP3910  DYNAMIC HEIGHT  -         32.100 (meters)      105.31  (feet) COMP
 DP3910  MODELED GRAVITY -    979,125.0   (mgal)                       NAVD 88
 DP3910
 DP3910  VERT ORDER      -  FIRST     CLASS II
 DP3910
 DP3910.The horizontal coordinates were established by autonomous hand held GPS
 DP3910.observations and have an estimated accuracy of +/- 10 meters.
 DP3910
 DP3910.The orthometric height was determined by differential leveling and
 DP3910.adjusted by the NATIONAL GEODETIC SURVEY
 DP3910.in February 2015.
 DP3910
 DP3910.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3910.GEOID18 height accuracy estimate available here.
 DP3910
 DP3910.Click photographs - Photos may exist for this station.
 DP3910
 DP3910.The dynamic height is computed by dividing the NAVD 88
 DP3910.geopotential number by the normal gravity value computed on the
 DP3910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3910.degrees latitude (g = 980.6199 gals.).
 DP3910
 DP3910.The modeled gravity was interpolated from observed gravity values.
 DP3910
 DP3910;                    North         East    Units  Estimated Accuracy
 DP3910;SPC FL E     -   355,473.      154,176.      MT  (+/- 10 meters HH2 GPS)
 DP3910
 DP3910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5419146484(NAD 83)
 DP3910
 DP3910                          SUPERSEDED SURVEY CONTROL
 DP3910
 DP3910.No superseded survey control is available for this station.
 DP3910
 DP3910_MARKER: DD = SURVEY DISK
 DP3910_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3910_STAMPING: 23812 A 2013
 DP3910_MARK LOGO: SWFWMD
 DP3910_PROJECTION: RECESSED 8 CENTIMETERS
 DP3910_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3910+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2022
 DP3910_ROD/PIPE-DEPTH: 11.3 meters
 DP3910
 DP3910  HISTORY     - Date     Condition        Report By
 DP3910  HISTORY     - 20130709 MONUMENTED       FLDEP
 DP3910  HISTORY     - 20220704 GOOD             GEOCAC
 DP3910
 DP3910                          STATION DESCRIPTION
 DP3910
 DP3910'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3910'THE MARK IS ABOUT 11.1 MI (17.9 KM) NORTHEAST OF CREWSVILLE, 4.6 MI
 DP3910'(7.4 KM) SOUTHEAST OF AVON PARK, 3.5 MI (5.6 KM) NORTH-NORTHWEST OF
 DP3910'SEBRING, IN SECTION 7, TOWNSHIP 34 SOUTH, RANGE 29 EAST.
 DP3910'
 DP3910'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3910'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO EAST
 DP3910'ON STATE ROAD 17 SOUTH (MAIN STREET) BECOMING COUNTY ROAD 64 FOR 2.0
 DP3910'MI (3.2 KM) TO THE INTERSECTION OF COUNTY ROAD 17A.  TURN RIGHT ON
 DP3910'COUNTY ROAD 17A SOUTH AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE
 DP3910'INTERSECTION OF STATE ROAD 17.  TURN LEFT ON STATE ROAD 17 AND GO EAST
 DP3910'AND SOUTHEAST FOR 4.3 MI (6.9 KM) TO THE JUNCTION OF CLARADGE AVENUE
 DP3910'ON THE RIGHT.  TURN RIGHT ON CLARADGE AVENUE AND GO WEST FOR 0.75 MI
 DP3910'(1.2 KM) TO THE JUNCTION OF RED ROAD ON THE LEFT.  TURN LEFT ON RED
 DP3910'ROAD AND GO SOUTH FOR ABOUT 0.05 MI (0.1 KM) TO THE JUNCTION OF SHORE
 DP3910'ROAD, A PRIVATE PARK AND THE MARK AHEAD, AN ALUMINUM ROD DRIVEN TO
 DP3910'REFUSAL AT A DEPTH OF 37.0 FT (11.3 M) WITH AN ALUMINUM DISK ENCASED
 DP3910'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF
 DP3910'THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF SHORE ROAD.
 DP3910'
 DP3910'LOCATED 101.0 FT (30.8 M) NORTHWEST OF SURVEY MARK 23812 B, 92.2 FT
 DP3910'(28.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF SHORE ROAD, 9.2 FT
 DP3910'(2.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE SHUFFLEBOARD
 DP3910'SLAB, 2.0 FT (0.6 M) EAST OF THE CHAIN LINK FENCE AND 1.7 FT (0.5 M)
 DP3910'EAST OF A CARSONITE WITNESS POST.
 DP3910'
 DP3910'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3910'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3910
 DP3910                          STATION RECOVERY (2022)
 DP3910
 DP3910'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3910'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3911 ***********************************************************************
 DP3911  DESIGNATION -  23812 B
 DP3911  PID         -  DP3911
 DP3911  STATE/COUNTY-  FL/HIGHLANDS
 DP3911  COUNTRY     -  US
 DP3911  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3911
 DP3911                         *CURRENT SURVEY CONTROL
 DP3911  ______________________________________________________________________
 DP3911* NAD 83(1986) POSITION- 27 32 28.3    (N) 081 27 49.3    (W)   HD_HELD2
 DP3911* NAVD 88 ORTHO HEIGHT -    31.348 (meters)      102.85  (feet) ADJUSTED
 DP3911  ______________________________________________________________________
 DP3911  GEOID HEIGHT    -        -25.942 (meters)                     GEOID18
 DP3911  DYNAMIC HEIGHT  -         31.300 (meters)      102.69  (feet) COMP
 DP3911  MODELED GRAVITY -    979,125.0   (mgal)                       NAVD 88
 DP3911
 DP3911  VERT ORDER      -  FIRST     CLASS II
 DP3911
 DP3911.The horizontal coordinates were established by autonomous hand held GPS
 DP3911.observations and have an estimated accuracy of +/- 10 meters.
 DP3911
 DP3911.The orthometric height was determined by differential leveling and
 DP3911.adjusted by the NATIONAL GEODETIC SURVEY
 DP3911.in February 2015.
 DP3911
 DP3911.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3911.GEOID18 height accuracy estimate available here.
 DP3911
 DP3911.Click photographs - Photos may exist for this station.
 DP3911
 DP3911.The dynamic height is computed by dividing the NAVD 88
 DP3911.geopotential number by the normal gravity value computed on the
 DP3911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3911.degrees latitude (g = 980.6199 gals.).
 DP3911
 DP3911.The modeled gravity was interpolated from observed gravity values.
 DP3911
 DP3911;                    North         East    Units  Estimated Accuracy
 DP3911;SPC FL E     -   355,455.      154,201.      MT  (+/- 10 meters HH2 GPS)
 DP3911
 DP3911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5421646465(NAD 83)
 DP3911
 DP3911                          SUPERSEDED SURVEY CONTROL
 DP3911
 DP3911.No superseded survey control is available for this station.
 DP3911
 DP3911_MARKER: DD = SURVEY DISK
 DP3911_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3911_STAMPING: 23812 B 2013
 DP3911_MARK LOGO: SWFWMD
 DP3911_PROJECTION: RECESSED 5 CENTIMETERS
 DP3911_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3911+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2022
 DP3911_ROD/PIPE-DEPTH: 12.5 meters
 DP3911
 DP3911  HISTORY     - Date     Condition        Report By
 DP3911  HISTORY     - 20130709 MONUMENTED       FLDEP
 DP3911  HISTORY     - 20220704 GOOD             GEOCAC
 DP3911
 DP3911                          STATION DESCRIPTION
 DP3911
 DP3911'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3911'THE MARK IS ABOUT 11.1 MI (17.9 KM) NORTHEAST OF CREWSVILLE, 4.6 MI
 DP3911'(7.4 KM) SOUTHEAST OF AVON PARK, 3.5 MI (5.6 KM) NORTH-NORTHWEST OF
 DP3911'SEBRING, IN SECTION 7, TOWNSHIP 34 SOUTH, RANGE 29 EAST.
 DP3911'
 DP3911'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3911'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO EAST
 DP3911'ON STATE ROAD 17 SOUTH (MAIN STREET) BECOMING COUNTY ROAD 64 FOR 2.0
 DP3911'MI (3.2 KM) TO THE INTERSECTION OF COUNTY ROAD 17A.  TURN RIGHT ON
 DP3911'COUNTY ROAD 17A SOUTH AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE
 DP3911'INTERSECTION OF STATE ROAD 17.  TURN LEFT ON STATE ROAD 17 AND GO EAST
 DP3911'AND SOUTHEAST FOR 4.3 MI (6.9 KM) TO THE JUNCTION OF CLARADGE AVENUE
 DP3911'ON THE RIGHT.  TURN RIGHT ON CLARADGE AVENUE AND GO WEST FOR 0.75 MI
 DP3911'(1.2 KM) TO THE JUNCTION OF RED ROAD ON THE LEFT.  TURN LEFT ON RED
 DP3911'ROAD AND GO SOUTH FOR ABOUT 0.05 MI (0.1 KM) TO THE JUNCTION OF SHORE
 DP3911'ROAD, A PRIVATE PARK AND THE MARK AHEAD, AN ALUMINUM ROD DRIVEN TO
 DP3911'REFUSAL AT A DEPTH OF 41.0 FT (12.5 M) WITH AN ALUMINUM DISK ENCASED
 DP3911'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DP3911'THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF SHORE ROAD.
 DP3911'
 DP3911'LOCATED 101.0 FT (30.8 M) SOUTHEAST OF SURVEY MARK 23812 A, 144.5 FT
 DP3911'(44.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF SHORE ROAD, 23.2 FT
 DP3911'(7.1 M) NORTH-NORTHWEST OF A 22-INCH (56 CM) DIAMETER PINE TREE, 1.5
 DP3911'FT (0.5 M) WEST OF THE CHAIN LINK FENCE AND 1.3 FT (0.4 M) WEST OF A
 DP3911'CARSONITE WITNESS POST.
 DP3911'
 DP3911'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3911'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3911
 DP3911                          STATION RECOVERY (2022)
 DP3911
 DP3911'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3911'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3888 ***********************************************************************
 DP3888  DESIGNATION -  23816 A
 DP3888  PID         -  DP3888
 DP3888  STATE/COUNTY-  FL/HIGHLANDS
 DP3888  COUNTRY     -  US
 DP3888  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3888
 DP3888                         *CURRENT SURVEY CONTROL
 DP3888  ______________________________________________________________________
 DP3888* NAD 83(1986) POSITION- 27 33 20.7    (N) 081 29 08.6    (W)   HD_HELD2
 DP3888* NAVD 88 ORTHO HEIGHT -    35.915 (meters)      117.83  (feet) ADJUSTED
 DP3888  ______________________________________________________________________
 DP3888  GEOID HEIGHT    -        -25.934 (meters)                     GEOID18
 DP3888  DYNAMIC HEIGHT  -         35.860 (meters)      117.65  (feet) COMP
 DP3888  MODELED GRAVITY -    979,125.7   (mgal)                       NAVD 88
 DP3888
 DP3888  VERT ORDER      -  FIRST     CLASS II
 DP3888
 DP3888.The horizontal coordinates were established by autonomous hand held GPS
 DP3888.observations and have an estimated accuracy of +/- 10 meters.
 DP3888
 DP3888.The orthometric height was determined by differential leveling and
 DP3888.adjusted by the NATIONAL GEODETIC SURVEY
 DP3888.in February 2015.
 DP3888
 DP3888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3888.GEOID18 height accuracy estimate available here.
 DP3888
 DP3888.Click photographs - Photos may exist for this station.
 DP3888
 DP3888.The dynamic height is computed by dividing the NAVD 88
 DP3888.geopotential number by the normal gravity value computed on the
 DP3888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3888.degrees latitude (g = 980.6199 gals.).
 DP3888
 DP3888.The modeled gravity was interpolated from observed gravity values.
 DP3888
 DP3888;                    North         East    Units  Estimated Accuracy
 DP3888;SPC FL E     -   357,076.      152,031.      MT  (+/- 10 meters HH2 GPS)
 DP3888
 DP3888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5204748086(NAD 83)
 DP3888
 DP3888                          SUPERSEDED SURVEY CONTROL
 DP3888
 DP3888.No superseded survey control is available for this station.
 DP3888
 DP3888_MARKER: DD = SURVEY DISK
 DP3888_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3888_STAMPING: 23816 A 2013
 DP3888_MARK LOGO: SWFWMD
 DP3888_PROJECTION: RECESSED 3 CENTIMETERS
 DP3888_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3888+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2013
 DP3888_ROD/PIPE-DEPTH: 7.9 meters
 DP3888
 DP3888  HISTORY     - Date     Condition        Report By
 DP3888  HISTORY     - 20130710 MONUMENTED       FLDEP
 DP3888
 DP3888                          STATION DESCRIPTION
 DP3888
 DP3888'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3888'THE MARK IS ABOUT 11.1 MI (17.9 KM) NORTH-NORTHEAST OF CREWSVILLE, 5.0
 DP3888'MI (8.0 KM) NORTH-NORTHWEST OF SEBRING, 3.0 MI (4.8 KM)
 DP3888'SOUTH-SOUTHEAST OF AVON PARK, IN SECTION 2, TOWNSHIP 34 SOUTH, RANGE
 DP3888'28 EAST.
 DP3888'
 DP3888'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 AND U.S.
 DP3888'HIGHWAY 27 IN AVON PARK, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0
 DP3888'KM) TO THE JUNCTION OF DAVIS CITRUS ROAD ON THE LEFT.  TURN LEFT ON
 DP3888'DAVIS CITRUS ROAD AND GO EAST, NORTH AND EAST AGAIN FOR 1.4 MI (2.3
 DP3888'KM) TO THE INTERSECTION OF SOUTH MEMORIAL DRIVE.  CONTINUE STRAIGHT
 DP3888'AHEAD AND GO EAST AND SOUTHEAST ON LAKE DENTON ROAD FOR 0.7 MI (1.1
 DP3888'KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP3888'DEPTH OF 25.8 FT (7.9 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10
 DP3888'CM) PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND
 DP3888'ABOUT 0.4 FT (12 CM) BELOW THE LEVEL OF LAKE DENTON ROAD.
 DP3888'
 DP3888'LOCATED 112.0 FT (34.1 M) SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE
 DP3888'OF A DRIVEWAY AT 2610 LAKE DENTON ROAD, 37.4 FT (11.4 M) EAST OF
 DP3888'SURVEY MARK 23816 B, 19.0 FT (5.8 M) EAST OF THE APPROXIMATE
 DP3888'CENTERLINE OF LAKE DENTON ROAD, 3.0 FT (0.9 M) WEST-NORTHWEST OF A
 DP3888'WOODEN POWER POLE AND 2.6 FT (0.8 M) WEST-NORTHWEST OF A CARSONITE
 DP3888'WITNESS POST.
 DP3888'
 DP3888'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3888'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3889 ***********************************************************************
 DP3889  DESIGNATION -  23816 B
 DP3889  PID         -  DP3889
 DP3889  STATE/COUNTY-  FL/HIGHLANDS
 DP3889  COUNTRY     -  US
 DP3889  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3889
 DP3889                         *CURRENT SURVEY CONTROL
 DP3889  ______________________________________________________________________
 DP3889* NAD 83(1986) POSITION- 27 33 20.1    (N) 081 29 08.4    (W)   HD_HELD2
 DP3889* NAVD 88 ORTHO HEIGHT -    36.164 (meters)      118.65  (feet) ADJUSTED
 DP3889  ______________________________________________________________________
 DP3889  GEOID HEIGHT    -        -25.933 (meters)                     GEOID18
 DP3889  DYNAMIC HEIGHT  -         36.109 (meters)      118.47  (feet) COMP
 DP3889  MODELED GRAVITY -    979,125.7   (mgal)                       NAVD 88
 DP3889
 DP3889  VERT ORDER      -  FIRST     CLASS II
 DP3889
 DP3889.The horizontal coordinates were established by autonomous hand held GPS
 DP3889.observations and have an estimated accuracy of +/- 10 meters.
 DP3889
 DP3889.The orthometric height was determined by differential leveling and
 DP3889.adjusted by the NATIONAL GEODETIC SURVEY
 DP3889.in February 2015.
 DP3889
 DP3889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3889.GEOID18 height accuracy estimate available here.
 DP3889
 DP3889.Click photographs - Photos may exist for this station.
 DP3889
 DP3889.The dynamic height is computed by dividing the NAVD 88
 DP3889.geopotential number by the normal gravity value computed on the
 DP3889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3889.degrees latitude (g = 980.6199 gals.).
 DP3889
 DP3889.The modeled gravity was interpolated from observed gravity values.
 DP3889
 DP3889;                    North         East    Units  Estimated Accuracy
 DP3889;SPC FL E     -   357,057.      152,037.      MT  (+/- 10 meters HH2 GPS)
 DP3889
 DP3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5205348067(NAD 83)
 DP3889
 DP3889                          SUPERSEDED SURVEY CONTROL
 DP3889
 DP3889.No superseded survey control is available for this station.
 DP3889
 DP3889_MARKER: DD = SURVEY DISK
 DP3889_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3889_STAMPING: 23816 B 2013
 DP3889_MARK LOGO: SWFWMD
 DP3889_PROJECTION: RECESSED 10 CENTIMETERS
 DP3889_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3889+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2013
 DP3889_ROD/PIPE-DEPTH: 8.2 meters
 DP3889
 DP3889  HISTORY     - Date     Condition        Report By
 DP3889  HISTORY     - 20130710 MONUMENTED       FLDEP
 DP3889
 DP3889                          STATION DESCRIPTION
 DP3889
 DP3889'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3889'THE MARK IS ABOUT 11.1 MI (17.9 KM) NORTH-NORTHEAST OF CREWSVILLE, 5.0
 DP3889'MI (8.0 KM) NORTH-NORTHWEST OF SEBRING, 3.0 MI (4.8 KM)
 DP3889'SOUTH-SOUTHEAST OF AVON PARK, IN SECTION 2, TOWNSHIP 34 SOUTH, RANGE
 DP3889'28 EAST.
 DP3889'
 DP3889'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 AND U.S.
 DP3889'HIGHWAY 27 IN AVON PARK, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0
 DP3889'KM) TO THE JUNCTION OF DAVIS CITRUS ROAD ON THE LEFT.  TURN LEFT ON
 DP3889'DAVIS CITRUS ROAD AND GO EAST, NORTH AND EAST AGAIN FOR 1.4 MI (2.3
 DP3889'KM) TO THE INTERSECTION OF SOUTH MEMORIAL DRIVE.  CONTINUE STRAIGHT
 DP3889'AHEAD AND GO EAST AND SOUTHEAST ON LAKE DENTON ROAD FOR 0.7 MI (1.1
 DP3889'KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP3889'DEPTH OF 27.0 FT (8.2 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10
 DP3889'CM) PVC PIPE RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND AND
 DP3889'ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF LAKE DENTON ROAD.
 DP3889'
 DP3889'LOCATED 100.6 FT (30.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DP3889'DRIVEWAY AT 2610 LAKE DENTON ROAD, 37.4 FT (11.4 M) WEST OF SURVEY
 DP3889'MARK 23816 A, 19.2 FT (5.9 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DP3889'LAKE DENTON ROAD, 5.2 FT (1.6 M) WEST-SOUTHWEST OF A CHAIN LINK FENCE
 DP3889'CORNER AND CONCRETE POST, 2.5 FT (0.8 M) EAST OF A WOODEN POWER POLE
 DP3889'NUMBERED A52211 AND 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
 DP3889'
 DP3889'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3889'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4056 ***********************************************************************
 DP4056  DESIGNATION -  23822 A
 DP4056  PID         -  DP4056
 DP4056  STATE/COUNTY-  FL/HIGHLANDS
 DP4056  COUNTRY     -  US
 DP4056  USGS QUAD   -  CHILDS (2018)
 DP4056
 DP4056                         *CURRENT SURVEY CONTROL
 DP4056  ______________________________________________________________________
 DP4056* NAD 83(1986) POSITION- 27 09 00.5    (N) 081 21 12.5    (W)   HD_HELD2
 DP4056* NAVD 88 ORTHO HEIGHT -    43.013 (meters)      141.12  (feet) ADJUSTED
 DP4056  ______________________________________________________________________
 DP4056  GEOID HEIGHT    -        -24.846 (meters)                     GEOID18
 DP4056  DYNAMIC HEIGHT  -         42.948 (meters)      140.91  (feet) COMP
 DP4056  MODELED GRAVITY -    979,135.8   (mgal)                       NAVD 88
 DP4056
 DP4056  VERT ORDER      -  FIRST     CLASS II
 DP4056
 DP4056.The horizontal coordinates were established by autonomous hand held GPS
 DP4056.observations and have an estimated accuracy of +/- 10 meters.
 DP4056
 DP4056.The orthometric height was determined by differential leveling and
 DP4056.adjusted by the NATIONAL GEODETIC SURVEY
 DP4056.in December 2014.
 DP4056
 DP4056.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4056.GEOID18 height accuracy estimate available here.
 DP4056
 DP4056.Click photographs - Photos may exist for this station.
 DP4056
 DP4056.The dynamic height is computed by dividing the NAVD 88
 DP4056.geopotential number by the normal gravity value computed on the
 DP4056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4056.degrees latitude (g = 980.6199 gals.).
 DP4056
 DP4056.The modeled gravity was interpolated from observed gravity values.
 DP4056
 DP4056;                    North         East    Units  Estimated Accuracy
 DP4056;SPC FL E     -   312,088.      164,965.      MT  (+/- 10 meters HH2 GPS)
 DP4056
 DP4056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6497603113(NAD 83)
 DP4056
 DP4056                          SUPERSEDED SURVEY CONTROL
 DP4056
 DP4056.No superseded survey control is available for this station.
 DP4056
 DP4056_MARKER: DD = SURVEY DISK
 DP4056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4056_STAMPING: 23822 A 2009
 DP4056_MARK LOGO: SWFWMD
 DP4056_PROJECTION: FLUSH
 DP4056_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4056+STABILITY: SURFACE MOTION
 DP4056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4056+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2022
 DP4056
 DP4056  HISTORY     - Date     Condition        Report By
 DP4056  HISTORY     - 2009     MONUMENTED       SFLWMD
 DP4056  HISTORY     - 20130829 GOOD             FLDEP
 DP4056  HISTORY     - 20220828 GOOD             GEOCAC
 DP4056
 DP4056                          STATION DESCRIPTION
 DP4056
 DP4056'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4056'THE MARK IS ABOUT 9.8 MI (15.8 KM) SOUTH OF LAKE PLACID, 5.7 MI (9.2
 DP4056'KM) NORTH OF VENUS, 4.1 MI (6.6 KM) SOUTH OF CHILDS, IN SECTION 19,
 DP4056'TOWNSHIP 38 SOUTH, RANGE 30 EAST.  NOTE THE KEY TO ACCESS GATE CAN BE
 DP4056'OBTAINED THROUGH THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP4056'
 DP4056'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4056'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 1.0 MI (1.6 KM)
 DP4056'TO THE JUNCTION OF OLD STATE ROAD 8 ON THE LEFT.  TURN LEFT ON OLD
 DP4056'STATE ROAD 8 AND GO SOUTH FOR 4.3 MI (6.9 KM) TO A RAILROAD CROSSING
 DP4056'AND A DIM ROAD ON THE LEFT.  TURN LEFT ON THE DIM ROAD AND GO SOUTH
 DP4056'FOR 0.05 MI (0.1 KM) TO A GATED ENTRANCE TO A WELL SITE.  CONTINUE
 DP4056'SOUTH THROUGH THE GATE FOR ABOUT 150.0 FT (45.7 M) TO THE MARK ON THE
 DP4056'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DP4056'GROUND AND LEVEL WITH THE DIM ROAD.  THE MARK CAN ALSO BE REACHED FROM
 DP4056'THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE ROAD 70 ABOUT 4.2 MI
 DP4056'(6.8 KM) SOUTH OF LAKE PLACID, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.6 MI
 DP4056'(5.8 KM) TO THE JUNCTION OF HICORIA ROAD ON THE RIGHT.  TURN RIGHT ON
 DP4056'HICORIA ROAD AND GO WEST FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF PAUL
 DP4056'ROAD ON THE LEFT.  CONTINUE WEST ON HICORIA ROAD FOR 0.25 MI (0.4 KM)
 DP4056'TO THE T-JUNCTION OF OLD STATE ROAD 8.  TURN LEFT ON OLD STATE ROAD 8
 DP4056'AND GO SOUTHWEST FOR 0.5 MI (0.8 KM) TO A RAILROAD CROSSING AND A DIM
 DP4056'ROAD ON THE LEFT LEADING SOUTH.  TURN LEFT ON THE DIM ROAD AND GO
 DP4056'SOUTH FOR 0.05 MI (0.1 KM) TO A GATED ENTRANCE TO A WELL SITE.
 DP4056'CONTINUE SOUTH THROUGH THE GATE ABOUT 150.0 FT (45.7 M) TO THE MARK ON
 DP4056'THE RIGHT.
 DP4056'
 DP4056'LOCATED 142.5 FT (43.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DP4056'GATE ENTRANCE TO A WELL SITE, 107.3 FT (32.7 M) NORTHWEST OF SURVEY
 DP4056'MARK 23822 B, 75.7 FT (23.1 M) WEST-NORTHWEST OF THE NORTHERN MOST
 DP4056'WATER MONITORING WELL CASING AND 0.5 FT (15 CM) NORTH OF A CARSONITE
 DP4056'WITNESS POST.
 DP4056
 DP4056                          STATION RECOVERY (2022)
 DP4056
 DP4056'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4057 ***********************************************************************
 DP4057  DESIGNATION -  23822 B
 DP4057  PID         -  DP4057
 DP4057  STATE/COUNTY-  FL/HIGHLANDS
 DP4057  COUNTRY     -  US
 DP4057  USGS QUAD   -  CHILDS (2018)
 DP4057
 DP4057                         *CURRENT SURVEY CONTROL
 DP4057  ______________________________________________________________________
 DP4057* NAD 83(1986) POSITION- 27 08 59.8    (N) 081 21 11.6    (W)   HD_HELD2
 DP4057* NAVD 88 ORTHO HEIGHT -    43.177 (meters)      141.66  (feet) ADJUSTED
 DP4057  ______________________________________________________________________
 DP4057  GEOID HEIGHT    -        -24.846 (meters)                     GEOID18
 DP4057  DYNAMIC HEIGHT  -         43.111 (meters)      141.44  (feet) COMP
 DP4057  MODELED GRAVITY -    979,135.8   (mgal)                       NAVD 88
 DP4057
 DP4057  VERT ORDER      -  FIRST     CLASS II
 DP4057
 DP4057.The horizontal coordinates were established by autonomous hand held GPS
 DP4057.observations and have an estimated accuracy of +/- 10 meters.
 DP4057
 DP4057.The orthometric height was determined by differential leveling and
 DP4057.adjusted by the NATIONAL GEODETIC SURVEY
 DP4057.in December 2014.
 DP4057
 DP4057.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4057.GEOID18 height accuracy estimate available here.
 DP4057
 DP4057.Click photographs - Photos may exist for this station.
 DP4057
 DP4057.The dynamic height is computed by dividing the NAVD 88
 DP4057.geopotential number by the normal gravity value computed on the
 DP4057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4057.degrees latitude (g = 980.6199 gals.).
 DP4057
 DP4057.The modeled gravity was interpolated from observed gravity values.
 DP4057
 DP4057;                    North         East    Units  Estimated Accuracy
 DP4057;SPC FL E     -   312,067.      164,990.      MT  (+/- 10 meters HH2 GPS)
 DP4057
 DP4057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6500103092(NAD 83)
 DP4057
 DP4057                          SUPERSEDED SURVEY CONTROL
 DP4057
 DP4057.No superseded survey control is available for this station.
 DP4057
 DP4057_MARKER: DD = SURVEY DISK
 DP4057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4057_STAMPING: 23822 B 2009
 DP4057_MARK LOGO: SWFWMD
 DP4057_PROJECTION: FLUSH
 DP4057_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4057+STABILITY: SURFACE MOTION
 DP4057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4057+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2022
 DP4057
 DP4057  HISTORY     - Date     Condition        Report By
 DP4057  HISTORY     - 2009     MONUMENTED       SFLWMD
 DP4057  HISTORY     - 20130829 GOOD             FLDEP
 DP4057  HISTORY     - 20220828 GOOD             GEOCAC
 DP4057
 DP4057                          STATION DESCRIPTION
 DP4057
 DP4057'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4057'THE MARK IS ABOUT 9.8 MI (15.8 KM) SOUTH OF LAKE PLACID, 5.7 MI (9.2
 DP4057'KM) NORTH OF VENUS, 4.1 MI (6.6 KM) SOUTH OF CHILDS, IN SECTION 19,
 DP4057'TOWNSHIP 38 SOUTH, RANGE 30 EAST.  NOTE THE KEY TO ACCESS GATE CAN BE
 DP4057'OBTAINED THROUGH THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP4057'
 DP4057'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4057'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 1.0 MI (1.6 KM)
 DP4057'TO THE JUNCTION OF OLD STATE ROAD 8 ON THE LEFT.  TURN LEFT ON OLD
 DP4057'STATE ROAD 8 AND GO SOUTH FOR 4.3 MI (6.9 KM) TO A RAILROAD CROSSING
 DP4057'AND A DIM ROAD ON THE LEFT.  TURN LEFT ON THE DIM ROAD AND GO SOUTH
 DP4057'FOR 0.05 MI (0.1 KM) TO A GATED ENTRANCE TO A WELL SITE.  CONTINUE
 DP4057'SOUTH THROUGH THE GATE ABOUT 250.0 FT (76.2 M) TO THE MARK ON THE
 DP4057'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DP4057'GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF THE DIM ROAD.  THE MARK
 DP4057'CAN ALSO BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DP4057'ROAD 70 ABOUT 4.2 MI (6.8 KM) SOUTH OF LAKE PLACID, GO SOUTH ON U.S.
 DP4057'HIGHWAY 27 FOR 3.6 MI (5.8 KM) TO THE JUNCTION OF HICORIA ROAD ON THE
 DP4057'RIGHT.  TURN RIGHT ON HICORIA ROAD AND GO WEST FOR 0.75 MI (1.2 KM) TO
 DP4057'THE JUNCTION OF PAUL ROAD ON THE LEFT.  CONTINUE WEST ON HICORIA ROAD
 DP4057'FOR 0.25 MI (0.4 KM) TO THE T-JUNCTION OF OLD STATE ROAD 8.  TURN LEFT
 DP4057'ON OLD STATE ROAD 8 AND GO SOUTHWEST FOR 0.5 MI (0.8 KM) TO A RAILROAD
 DP4057'CROSSING AND A DIM ROAD ON THE LEFT.  TURN LEFT ON THE DIM ROAD AND GO
 DP4057'SOUTH FOR 0.05 MI (0.1 KM) TO A GATED ENTRANCE TO A WELL SITE.
 DP4057'CONTINUE SOUTH THROUGH THE GATE ABOUT 250.0 FT (76.2 M) TO THE MARK ON
 DP4057'THE LEFT.
 DP4057'
 DP4057'LOCATED 107.3 FT (32.7 M) SOUTHEAST OF SURVEY MARK 23822 A, 40.7 FT
 DP4057'(12.4 M) NORTH-NORTHEAST OF THE SOUTHERN MOST WATER MONITORING WELL
 DP4057'CASING, 36.0 FT (11.0 M) EAST-NORTHEAST OF AN ANTENNA POLE WITH A
 DP4057'SOLAR PANEL ATTACHED AND 7.3 FT (2.2 M) WEST OF A CARSONITE WITNESS
 DP4057'POST.
 DP4057
 DP4057                          STATION RECOVERY (2022)
 DP4057
 DP4057'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4013 ***********************************************************************
 DP4013  DESIGNATION -  23828
 DP4013  PID         -  DP4013
 DP4013  STATE/COUNTY-  FL/HIGHLANDS
 DP4013  COUNTRY     -  US
 DP4013  USGS QUAD   -  CHILDS (2018)
 DP4013
 DP4013                         *CURRENT SURVEY CONTROL
 DP4013  ______________________________________________________________________
 DP4013* NAD 83(1986) POSITION- 27 12 23.5    (N) 081 19 42.4    (W)   HD_HELD2
 DP4013* NAVD 88 ORTHO HEIGHT -    40.749 (meters)      133.69  (feet) ADJUSTED
 DP4013  ______________________________________________________________________
 DP4013  GEOID HEIGHT    -        -25.062 (meters)                     GEOID18
 DP4013  DYNAMIC HEIGHT  -         40.687 (meters)      133.49  (feet) COMP
 DP4013  MODELED GRAVITY -    979,136.3   (mgal)                       NAVD 88
 DP4013
 DP4013  VERT ORDER      -  FIRST     CLASS II
 DP4013
 DP4013.The horizontal coordinates were established by autonomous hand held GPS
 DP4013.observations and have an estimated accuracy of +/- 10 meters.
 DP4013
 DP4013.The orthometric height was determined by differential leveling and
 DP4013.adjusted by the NATIONAL GEODETIC SURVEY
 DP4013.in December 2014.
 DP4013
 DP4013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4013.GEOID18 height accuracy estimate available here.
 DP4013
 DP4013.Click photographs - Photos may exist for this station.
 DP4013
 DP4013.The dynamic height is computed by dividing the NAVD 88
 DP4013.geopotential number by the normal gravity value computed on the
 DP4013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4013.degrees latitude (g = 980.6199 gals.).
 DP4013
 DP4013.The modeled gravity was interpolated from observed gravity values.
 DP4013
 DP4013;                    North         East    Units  Estimated Accuracy
 DP4013;SPC FL E     -   318,330.      167,462.      MT  (+/- 10 meters HH2 GPS)
 DP4013
 DP4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6747209353(NAD 83)
 DP4013
 DP4013                          SUPERSEDED SURVEY CONTROL
 DP4013
 DP4013.No superseded survey control is available for this station.
 DP4013
 DP4013_MARKER: DD = SURVEY DISK
 DP4013_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP4013_SP_SET: CULVERT HEADWALL
 DP4013_STAMPING: 23828 2013
 DP4013_MARK LOGO: FLDEP
 DP4013_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4013+STABILITY: SURFACE MOTION
 DP4013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4013+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2022
 DP4013
 DP4013  HISTORY     - Date     Condition        Report By
 DP4013  HISTORY     - 20130913 MONUMENTED       FLDEP
 DP4013  HISTORY     - 20220525 GOOD             GEOCAC
 DP4013
 DP4013                          STATION DESCRIPTION
 DP4013
 DP4013'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4013'THE MARK IS ABOUT 9.8 MI (15.8 KM) NORTH OF VENUS, 6.3 MI (10.1 KM)
 DP4013'SOUTH-SOUTHEAST OF LAKE PLACID, 1.0 MI (1.6 KM) EAST OF CHILDS, IN
 DP4013'SECTION 4, TOWNSHIP 38 SOUTH, RANGE 30 EAST.
 DP4013'
 DP4013'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4013'HIGHWAY 27 IN BEARS DEN, GO SOUTH ON U.S. HIGHWAY 27 FOR 0.1 MI (0.2
 DP4013'KM) TO THE MARK ON THE LEFT, SET FLUSH IN THE CONCRETE CULVERT
 DP4013'HEADWALL ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF U.S. HIGHWAY 27
 DP4013'NORTHBOUND LANES.
 DP4013'
 DP4013'LOCATED 61.2 FT (18.7 M) SOUTH-SOUTHWEST OF A WOODEN POWER POLE, 41.7
 DP4013'FT (12.7 M) EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 27
 DP4013'NORTHBOUND LANES, 25.0 FT (7.6 M) EAST OF THE EAST EDGE OF THE
 DP4013'PAVEMENT, 20.7 FT (6.3 M) NORTH-NORTHEAST OF AN 8.0 FT (2.4 M)
 DP4013'ALUMINUM LIGHT POLE AND 2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS
 DP4013'POST.
 DP4013
 DP4013                          STATION RECOVERY (2022)
 DP4013
 DP4013'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4015 ***********************************************************************
 DP4015  DESIGNATION -  23830 A
 DP4015  PID         -  DP4015
 DP4015  STATE/COUNTY-  FL/HIGHLANDS
 DP4015  COUNTRY     -  US
 DP4015  USGS QUAD   -  CHILDS (2018)
 DP4015
 DP4015                         *CURRENT SURVEY CONTROL
 DP4015  ______________________________________________________________________
 DP4015* NAD 83(1986) POSITION- 27 12 38.0    (N) 081 20 57.1    (W)   HD_HELD2
 DP4015* NAVD 88 ORTHO HEIGHT -    34.296 (meters)      112.52  (feet) ADJUSTED
 DP4015  ______________________________________________________________________
 DP4015  GEOID HEIGHT    -        -25.030 (meters)                     GEOID18
 DP4015  DYNAMIC HEIGHT  -         34.244 (meters)      112.35  (feet) COMP
 DP4015  MODELED GRAVITY -    979,136.7   (mgal)                       NAVD 88
 DP4015
 DP4015  VERT ORDER      -  FIRST     CLASS II
 DP4015
 DP4015.The horizontal coordinates were established by autonomous hand held GPS
 DP4015.observations and have an estimated accuracy of +/- 10 meters.
 DP4015
 DP4015.The orthometric height was determined by differential leveling and
 DP4015.adjusted by the NATIONAL GEODETIC SURVEY
 DP4015.in December 2014.
 DP4015
 DP4015.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4015.GEOID18 height accuracy estimate available here.
 DP4015
 DP4015.Click photographs - Photos may exist for this station.
 DP4015
 DP4015.The dynamic height is computed by dividing the NAVD 88
 DP4015.geopotential number by the normal gravity value computed on the
 DP4015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4015.degrees latitude (g = 980.6199 gals.).
 DP4015
 DP4015.The modeled gravity was interpolated from observed gravity values.
 DP4015
 DP4015;                    North         East    Units  Estimated Accuracy
 DP4015;SPC FL E     -   318,782.      165,407.      MT  (+/- 10 meters HH2 GPS)
 DP4015
 DP4015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6541909804(NAD 83)
 DP4015
 DP4015                          SUPERSEDED SURVEY CONTROL
 DP4015
 DP4015.No superseded survey control is available for this station.
 DP4015
 DP4015_MARKER: DD = SURVEY DISK
 DP4015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4015_STAMPING: 23830 A 2013
 DP4015_MARK LOGO: SWFWMD
 DP4015_PROJECTION: RECESSED 13 CENTIMETERS
 DP4015_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4015+STABILITY: SURFACE MOTION
 DP4015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4015+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2022
 DP4015_ROD/PIPE-DEPTH: 11.4 meters
 DP4015
 DP4015  HISTORY     - Date     Condition        Report By
 DP4015  HISTORY     - 20130911 MONUMENTED       FLDEP
 DP4015  HISTORY     - 20220518 GOOD             GEOCAC
 DP4015
 DP4015                          STATION DESCRIPTION
 DP4015
 DP4015'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4015'THE MARK IS ABOUT 9.9 MI (15.9 KM) NORTH OF VENUS, 5.7 MI (9.2 KM)
 DP4015'SOUTH OF LAKE PLACID AND IN THE TOWN OF CHILDS, IN SECTION 31,
 DP4015'TOWNSHIP 37 SOUTH, RANGE 30 EAST.  THE GATE KEY CAN BE OBTAINED FROM
 DP4015'THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT.
 DP4015'
 DP4015'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4015'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 1.3 MI (2.1 KM)
 DP4015'TO A DIRT TRAIL ROAD WITH A GATE AT ARCHIBALD BIOLOGICAL STATION ON
 DP4015'THE LEFT.  TURN LEFT ON THE DIRT TRAIL AND GO SOUTHEASTERLY FOR 0.5 MI
 DP4015'(0.8 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DP4015'AT A DEPTH OF 37.3 FT (11.4 M) WITH A SURVEY DISK SET ON THE TOP AND
 DP4015'IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M)
 DP4015'DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 0.6 FT
 DP4015'(18 CM) ABOVE THE LEVEL OF THE DIRT TRAIL ROAD.
 DP4015'
 DP4015'LOCATED 205.0 FT (62.5 M) NORTH OF A WATER MONITORING WELL, 78.3 FT
 DP4015'(23.9 M) NORTH-NORTHEAST OF SURVEY MARK 23830 B, 18.2 FT (5.5 M) WEST
 DP4015'OF THE APPROXIMATE CENTERLINE OF THE DIRT TRAIL ROAD AND 1.3 FT (0.4
 DP4015'M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DP4015'
 DP4015'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4015'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4015
 DP4015                          STATION RECOVERY (2022)
 DP4015
 DP4015'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4015'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4016 ***********************************************************************
 DP4016  DESIGNATION -  23830 B
 DP4016  PID         -  DP4016
 DP4016  STATE/COUNTY-  FL/HIGHLANDS
 DP4016  COUNTRY     -  US
 DP4016  USGS QUAD   -  CHILDS (2018)
 DP4016
 DP4016                         *CURRENT SURVEY CONTROL
 DP4016  ______________________________________________________________________
 DP4016* NAD 83(1986) POSITION- 27 12 37.2    (N) 081 20 56.8    (W)   HD_HELD2
 DP4016* NAVD 88 ORTHO HEIGHT -    34.611 (meters)      113.55  (feet) ADJUSTED
 DP4016  ______________________________________________________________________
 DP4016  GEOID HEIGHT    -        -25.030 (meters)                     GEOID18
 DP4016  DYNAMIC HEIGHT  -         34.558 (meters)      113.38  (feet) COMP
 DP4016  MODELED GRAVITY -    979,136.7   (mgal)                       NAVD 88
 DP4016
 DP4016  VERT ORDER      -  FIRST     CLASS II
 DP4016
 DP4016.The horizontal coordinates were established by autonomous hand held GPS
 DP4016.observations and have an estimated accuracy of +/- 10 meters.
 DP4016
 DP4016.The orthometric height was determined by differential leveling and
 DP4016.adjusted by the NATIONAL GEODETIC SURVEY
 DP4016.in December 2014.
 DP4016
 DP4016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4016.GEOID18 height accuracy estimate available here.
 DP4016
 DP4016.Click photographs - Photos may exist for this station.
 DP4016
 DP4016.The dynamic height is computed by dividing the NAVD 88
 DP4016.geopotential number by the normal gravity value computed on the
 DP4016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4016.degrees latitude (g = 980.6199 gals.).
 DP4016
 DP4016.The modeled gravity was interpolated from observed gravity values.
 DP4016
 DP4016;                    North         East    Units  Estimated Accuracy
 DP4016;SPC FL E     -   318,757.      165,416.      MT  (+/- 10 meters HH2 GPS)
 DP4016
 DP4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6542709780(NAD 83)
 DP4016
 DP4016                          SUPERSEDED SURVEY CONTROL
 DP4016
 DP4016.No superseded survey control is available for this station.
 DP4016
 DP4016_MARKER: DD = SURVEY DISK
 DP4016_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4016_STAMPING: 23830 B 2013
 DP4016_MARK LOGO: SWFWMD
 DP4016_PROJECTION: RECESSED 8 CENTIMETERS
 DP4016_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4016+STABILITY: SURFACE MOTION
 DP4016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4016+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DP4016_ROD/PIPE-DEPTH: 13.6 meters
 DP4016
 DP4016  HISTORY     - Date     Condition        Report By
 DP4016  HISTORY     - 20130911 MONUMENTED       FLDEP
 DP4016  HISTORY     - 20220518 MARK NOT FOUND   GEOCAC
 DP4016
 DP4016                          STATION DESCRIPTION
 DP4016
 DP4016'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4016'THE MARK IS ABOUT 9.9 MI (15.9 KM) NORTH OF VENUS, 5.7 MI (9.2 KM)
 DP4016'SOUTH OF LAKE PLACID AND IN THE TOWN OF CHILDS, IN SECTION 31,
 DP4016'TOWNSHIP 37 SOUTH, RANGE 30 EAST.  THE GATE KEY CAN BE OBTAINED FROM
 DP4016'THE SOUTH FLORIDA WATER MANAGEMENT DISTRICT.
 DP4016'
 DP4016'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4016'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 1.3 MI (2.1 KM)
 DP4016'TO A DIRT TRAIL ROAD WITH A GATE AT ARCHIBALD BIOLOGICAL STATION ON
 DP4016'THE LEFT.  TURN LEFT ON THE DIRT TRAIL AND GO SOUTHEASTERLY FOR 0.5 MI
 DP4016'(0.8 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DP4016'AT A DEPTH OF 44.5 FT (13.6 M) WITH A SURVEY DISK SET ON THE TOP AND
 DP4016'IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M)
 DP4016'DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 0.6 FT
 DP4016'(18 CM) ABOVE THE LEVEL OF THE DIRT TRAIL ROAD.
 DP4016'
 DP4016'LOCATED 127.0 FT (38.7 M) NORTHWEST OF A WATER MONITORING WELL, 78.3
 DP4016'FT (23.9 M) SOUTH-SOUTHWEST OF SURVEY MARK 23830 A, 20.2 FT (6.2 M)
 DP4016'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A 12.0 FT (3.7 M) SQUARE
 DP4016'COVERED DECK AND 2.5 FT (0.8 M) EAST OF A CARSONITE WITNESS POST.
 DP4016'
 DP4016'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4016'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4016
 DP4016                          STATION RECOVERY (2022)
 DP4016
 DP4016'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4016'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9171 ***********************************************************************
 DO9171  DESIGNATION -  23836 A
 DO9171  PID         -  DO9171
 DO9171  STATE/COUNTY-  FL/POLK
 DO9171  COUNTRY     -  US
 DO9171  USGS QUAD   -  FROSTPROOF (2018)
 DO9171
 DO9171                         *CURRENT SURVEY CONTROL
 DO9171  ______________________________________________________________________
 DO9171* NAD 83(1986) POSITION- 27 44 49.6    (N) 081 32 11.4    (W)   HD_HELD2
 DO9171* NAVD 88 ORTHO HEIGHT -    34.121 (meters)      111.95  (feet) ADJUSTED
 DO9171  ______________________________________________________________________
 DO9171  GEOID HEIGHT    -        -26.258 (meters)                     GEOID18
 DO9171  DYNAMIC HEIGHT  -         34.070 (meters)      111.78  (feet) COMP
 DO9171  MODELED GRAVITY -    979,140.6   (mgal)                       NAVD 88
 DO9171
 DO9171  VERT ORDER      -  FIRST     CLASS II
 DO9171
 DO9171.The horizontal coordinates were established by autonomous hand held GPS
 DO9171.observations and have an estimated accuracy of +/- 10 meters.
 DO9171
 DO9171.The orthometric height was determined by differential leveling and
 DO9171.adjusted by the NATIONAL GEODETIC SURVEY
 DO9171.in December 2013.
 DO9171
 DO9171.No vertical observational check was made to the station.
 DO9171
 DO9171.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9171.GEOID18 height accuracy estimate available here.
 DO9171
 DO9171.Click photographs - Photos may exist for this station.
 DO9171
 DO9171.The dynamic height is computed by dividing the NAVD 88
 DO9171.geopotential number by the normal gravity value computed on the
 DO9171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9171.degrees latitude (g = 980.6199 gals.).
 DO9171
 DO9171.The modeled gravity was interpolated from observed gravity values.
 DO9171
 DO9171;                    North         East    Units  Estimated Accuracy
 DO9171;SPC FL W     -   378,272.      245,694.      MT  (+/- 10 meters HH2 GPS)
 DO9171
 DO9171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4712669304(NAD 83)
 DO9171
 DO9171                          SUPERSEDED SURVEY CONTROL
 DO9171
 DO9171.No superseded survey control is available for this station.
 DO9171
 DO9171_MARKER: DD = SURVEY DISK
 DO9171_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9171_STAMPING: 23836 A 2012
 DO9171_MARK LOGO: SWFWMD
 DO9171_PROJECTION: FLUSH
 DO9171_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9171+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2019
 DO9171_ROD/PIPE-DEPTH: 14.5 meters
 DO9171
 DO9171  HISTORY     - Date     Condition        Report By
 DO9171  HISTORY     - 20121208 MONUMENTED       FLDEP
 DO9171  HISTORY     - 20190422 GOOD             SWFWMD
 DO9171
 DO9171                          STATION DESCRIPTION
 DO9171
 DO9171'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9171'THE MARK IS ABOUT 8.1 MI (13.0 KM) NORTHEAST OF BEREAH, 5.9 MI (9.5
 DO9171'KM) SOUTH OF BABSON PARK, IN FROSTPROOF, IN SECTION 32, TOWNSHIP 31
 DO9171'SOUTH, RANGE 28 EAST.
 DO9171'
 DO9171'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (NORTH SCENIC
 DO9171'HIGHWAY) AND COUNTY ROAD 630 (WEST H STREET) IN FROSTPROOF, GO SOUTH
 DO9171'ON STATE ROAD 17 (SCENIC HIGHWAY) FOR 0.6 MI (1.0 KM) TO THE JUNCTION
 DO9171'OF WEST A STREET ON THE RIGHT.  TURN RIGHT ON WEST A STREET AND GO
 DO9171'WEST FOR 0.35 MI (0.6 KM) TO THE DEAD END CUL-DE-SAC AND THE MARK IN
 DO9171'THE GRASS COVERED MEDIAN, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DO9171'OF 47.6 FT (14.5 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM)
 DO9171'PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH WEST A STREET.
 DO9171'
 DO9171'LOCATED 71.9 FT (21.9 M) SOUTHEAST OF THE NORTHEAST CORNER OF A
 DO9171'CONCRETE PICNIC PAVILION SLAB, 68.3 FT (20.8 M) NORTHEAST OF THE
 DO9171'SOUTHEAST CORNER OF A 1-STORY BLOCK BUILDING 14.7 FT (4.5 M) EAST OF
 DO9171'THE WEST END OF A GRASS COVERED CUL-DE-SAC MEDIAN, 7.9 FT (2.4 M) WEST
 DO9171'OF POWER POLE NUMBER 6-84635 AND 7.1 FT (2.2 M) WEST OF A CARSONITE
 DO9171'WITNESS POST.
 DO9171'
 DO9171'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9171'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9171
 DO9171                          STATION RECOVERY (2019)
 DO9171
 DO9171'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (CO)
 DO9171'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9172 ***********************************************************************
 DO9172  DESIGNATION -  23836 B
 DO9172  PID         -  DO9172
 DO9172  STATE/COUNTY-  FL/POLK
 DO9172  COUNTRY     -  US
 DO9172  USGS QUAD   -  FROSTPROOF (2018)
 DO9172
 DO9172                         *CURRENT SURVEY CONTROL
 DO9172  ______________________________________________________________________
 DO9172* NAD 83(1986) POSITION- 27 44 48.9    (N) 081 32 12.3    (W)   HD_HELD2
 DO9172* NAVD 88 ORTHO HEIGHT -    33.141 (meters)      108.73  (feet) ADJUSTED
 DO9172  ______________________________________________________________________
 DO9172  GEOID HEIGHT    -        -26.257 (meters)                     GEOID18
 DO9172  DYNAMIC HEIGHT  -         33.091 (meters)      108.57  (feet) COMP
 DO9172  MODELED GRAVITY -    979,140.6   (mgal)                       NAVD 88
 DO9172
 DO9172  VERT ORDER      -  FIRST     CLASS II
 DO9172
 DO9172.The horizontal coordinates were established by autonomous hand held GPS
 DO9172.observations and have an estimated accuracy of +/- 10 meters.
 DO9172
 DO9172.The orthometric height was determined by differential leveling and
 DO9172.adjusted by the NATIONAL GEODETIC SURVEY
 DO9172.in December 2013.
 DO9172
 DO9172.No vertical observational check was made to the station.
 DO9172
 DO9172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9172.GEOID18 height accuracy estimate available here.
 DO9172
 DO9172.Click photographs - Photos may exist for this station.
 DO9172
 DO9172.The dynamic height is computed by dividing the NAVD 88
 DO9172.geopotential number by the normal gravity value computed on the
 DO9172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9172.degrees latitude (g = 980.6199 gals.).
 DO9172
 DO9172.The modeled gravity was interpolated from observed gravity values.
 DO9172
 DO9172;                    North         East    Units  Estimated Accuracy
 DO9172;SPC FL W     -   378,251.      245,670.      MT  (+/- 10 meters HH2 GPS)
 DO9172
 DO9172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4710269282(NAD 83)
 DO9172
 DO9172                          SUPERSEDED SURVEY CONTROL
 DO9172
 DO9172.No superseded survey control is available for this station.
 DO9172
 DO9172_MARKER: DD = SURVEY DISK
 DO9172_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9172_STAMPING: 23836 B 2012
 DO9172_MARK LOGO: SWFWMD
 DO9172_PROJECTION: RECESSED 5 CENTIMETERS
 DO9172_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9172+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2012
 DO9172_ROD/PIPE-DEPTH: 16.9 meters
 DO9172
 DO9172  HISTORY     - Date     Condition        Report By
 DO9172  HISTORY     - 20121208 MONUMENTED       FLDEP
 DO9172  HISTORY     - 20181017 POOR             INDIV
 DO9172
 DO9172                          STATION DESCRIPTION
 DO9172
 DO9172'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9172'THE MARK IS ABOUT 8.1 MI (13.0 KM) NORTHEAST OF BEREAH, 5.9 MI (9.5
 DO9172'KM) SOUTH OF BABSON PARK, IN FROSTPROOF, IN SECTION 32, TOWNSHIP 31
 DO9172'SOUTH, RANGE 28 EAST.
 DO9172'
 DO9172'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (NORTH SCENIC
 DO9172'HIGHWAY) AND COUNTY ROAD 630 (WEST H STREET) IN FROSTPROOF, GO SOUTH
 DO9172'ON STATE ROAD 17 (SCENIC HIGHWAY) FOR 0.6 MI (1.0 KM) TO THE JUNCTION
 DO9172'OF WEST A STREET ON THE RIGHT.  TURN RIGHT ON WEST A STREET AND GO
 DO9172'WEST FOR 0.35 MI (0.6 KM) TO THE DEAD END CUL-DE-SAC AND THE MARK NEAR
 DO9172'THE SOUTHWEST PROPERTY CORNER AT 370 WEST A STREET (GIRL SCOUTS
 DO9172'CLUBHOUSE), AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 55.6 FT
 DO9172'(16.9 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DO9172'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 DO9172'WEST A STREET.
 DO9172'
 DO9172'LOCATED 90.4 FT (27.6 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DO9172'CONCRETE PICNIC PAVILION SLAB, 49.6 FT (15.1 M) SOUTHWEST OF THE
 DO9172'NORTHWEST CORNER OF A 1-STORY BLOCK BUILDING 34.9 FT (10.6 M) WEST OF
 DO9172'THE SOUTHWEST CORNER OF A 1-STORY BLOCK BUILDING 15.7 FT (4.8 M) EAST
 DO9172'OF STAFF GAUGE AND 1.6 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DO9172'
 DO9172'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9172'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9172
 DO9172                          STATION RECOVERY (2018)
 DO9172
 DO9172'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (WKH)
 DO9172'FOUND DISTURBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9173 ***********************************************************************
 DO9173  DESIGNATION -  23837 A
 DO9173  PID         -  DO9173
 DO9173  STATE/COUNTY-  FL/POLK
 DO9173  COUNTRY     -  US
 DO9173  USGS QUAD   -  BABSON PARK (2018)
 DO9173
 DO9173                         *CURRENT SURVEY CONTROL
 DO9173  ______________________________________________________________________
 DO9173* NAD 83(1986) POSITION- 27 45 40.0    (N) 081 31 01.8    (W)   HD_HELD2
 DO9173* NAVD 88 ORTHO HEIGHT -    24.829 (meters)       81.46  (feet) ADJUSTED
 DO9173  ______________________________________________________________________
 DO9173  GEOID HEIGHT    -        -26.351 (meters)                     GEOID18
 DO9173  DYNAMIC HEIGHT  -         24.791 (meters)       81.34  (feet) COMP
 DO9173  MODELED GRAVITY -    979,140.3   (mgal)                       NAVD 88
 DO9173
 DO9173  VERT ORDER      -  FIRST     CLASS II
 DO9173
 DO9173.The horizontal coordinates were established by autonomous hand held GPS
 DO9173.observations and have an estimated accuracy of +/- 10 meters.
 DO9173
 DO9173.The orthometric height was determined by differential leveling and
 DO9173.adjusted by the NATIONAL GEODETIC SURVEY
 DO9173.in December 2013.
 DO9173
 DO9173.No vertical observational check was made to the station.
 DO9173
 DO9173.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9173.GEOID18 height accuracy estimate available here.
 DO9173
 DO9173.Click photographs - Photos may exist for this station.
 DO9173
 DO9173.The dynamic height is computed by dividing the NAVD 88
 DO9173.geopotential number by the normal gravity value computed on the
 DO9173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9173.degrees latitude (g = 980.6199 gals.).
 DO9173
 DO9173.The modeled gravity was interpolated from observed gravity values.
 DO9173
 DO9173;                    North         East    Units  Estimated Accuracy
 DO9173;SPC FL W     -   379,831.      247,594.      MT  (+/- 10 meters HH2 GPS)
 DO9173
 DO9173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4903870847(NAD 83)
 DO9173
 DO9173                          SUPERSEDED SURVEY CONTROL
 DO9173
 DO9173.No superseded survey control is available for this station.
 DO9173
 DO9173_MARKER: DD = SURVEY DISK
 DO9173_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9173_STAMPING: 23837 A 2012
 DO9173_MARK LOGO: SWFWMD
 DO9173_PROJECTION: FLUSH
 DO9173_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9173+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 DO9173_ROD/PIPE-DEPTH: 12.2 meters
 DO9173
 DO9173  HISTORY     - Date     Condition        Report By
 DO9173  HISTORY     - 20121206 MONUMENTED       FLDEP
 DO9173
 DO9173                          STATION DESCRIPTION
 DO9173
 DO9173'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9173'THE MARK IS ABOUT 9.2 MI (14.8 KM) SOUTH-SOUTHWEST OF HESPERIDES, 4.9
 DO9173'MI (7.9 KM) SOUTH OF BABSON PARK, 1.4 MI (2.3 KM) NORTHEAST OF
 DO9173'FROSTPROOF, IN SECTION 28, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DO9173'
 DO9173'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (NORTH SCENIC
 DO9173'HIGHWAY) AND COUNTY ROAD 630 (WEST H STREET) IN FROSTPROOF, GO EAST ON
 DO9173'COUNTY ROAD 630 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF
 DO9173'MULLINSVILLE ROAD.  TURN LEFT ON MULLINSVILLE ROAD AND GO NORTH FOR
 DO9173'0.15 MI (0.2 KM) TO THE INTERSECTION OF SANDY ORANGE GROVE ROAD.  TURN
 DO9173'LEFT ON THE SAND ROAD AND GO WEST FOR 0.2 MI (0.3 KM) TO A PUMP HOUSE
 DO9173'ON THE EAST SHORE OF LAKE IDA AND THE MARK, AN ALUMINUM ROD DRIVEN TO
 DO9173'REFUSAL AT A DEPTH OF 40.0 FT (12.2 M) WITH AN ALUMINUM DISK ENCASED
 DO9173'IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE
 DO9173'SAND ROAD.
 DO9173'
 DO9173'LOCATED 204.8 FT (62.4 M) SOUTHEAST OF THE STAFF GAUGE, 200.9 FT (61.2
 DO9173'M) EAST OF SURVEY MARK 23837 B, 53.8 FT (16.4 M) SOUTH OF THE
 DO9173'APPROXIMATE CENTERLINE OF AN EAST-WEST SAND ROAD, 4.0 FT (1.2 M) NORTH
 DO9173'OF A WOODEN POWER POLE AND 3.9 FT (1.2 M) NORTH OF A CARSONITE WITNESS
 DO9173'POST.
 DO9173'
 DO9173'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9173'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9174 ***********************************************************************
 DO9174  DESIGNATION -  23837 B
 DO9174  PID         -  DO9174
 DO9174  STATE/COUNTY-  FL/POLK
 DO9174  COUNTRY     -  US
 DO9174  USGS QUAD   -  BABSON PARK (2018)
 DO9174
 DO9174                         *CURRENT SURVEY CONTROL
 DO9174  ______________________________________________________________________
 DO9174* NAD 83(1986) POSITION- 27 45 39.9    (N) 081 31 04.0    (W)   HD_HELD2
 DO9174* NAVD 88 ORTHO HEIGHT -    25.123 (meters)       82.42  (feet) ADJUSTED
 DO9174  ______________________________________________________________________
 DO9174  GEOID HEIGHT    -        -26.350 (meters)                     GEOID18
 DO9174  DYNAMIC HEIGHT  -         25.085 (meters)       82.30  (feet) COMP
 DO9174  MODELED GRAVITY -    979,140.3   (mgal)                       NAVD 88
 DO9174
 DO9174  VERT ORDER      -  FIRST     CLASS II
 DO9174
 DO9174.The horizontal coordinates were established by autonomous hand held GPS
 DO9174.observations and have an estimated accuracy of +/- 10 meters.
 DO9174
 DO9174.The orthometric height was determined by differential leveling and
 DO9174.adjusted by the NATIONAL GEODETIC SURVEY
 DO9174.in December 2013.
 DO9174
 DO9174.No vertical observational check was made to the station.
 DO9174
 DO9174.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9174.GEOID18 height accuracy estimate available here.
 DO9174
 DO9174.Click photographs - Photos may exist for this station.
 DO9174
 DO9174.The dynamic height is computed by dividing the NAVD 88
 DO9174.geopotential number by the normal gravity value computed on the
 DO9174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9174.degrees latitude (g = 980.6199 gals.).
 DO9174
 DO9174.The modeled gravity was interpolated from observed gravity values.
 DO9174
 DO9174;                    North         East    Units  Estimated Accuracy
 DO9174;SPC FL W     -   379,828.      247,534.      MT  (+/- 10 meters HH2 GPS)
 DO9174
 DO9174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4897870844(NAD 83)
 DO9174
 DO9174                          SUPERSEDED SURVEY CONTROL
 DO9174
 DO9174.No superseded survey control is available for this station.
 DO9174
 DO9174_MARKER: DD = SURVEY DISK
 DO9174_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9174_STAMPING: 23837 B 2012
 DO9174_MARK LOGO: SWFWMD
 DO9174_PROJECTION: FLUSH
 DO9174_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9174_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9174+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 DO9174_ROD/PIPE-DEPTH: 14.4 meters
 DO9174
 DO9174  HISTORY     - Date     Condition        Report By
 DO9174  HISTORY     - 20121206 MONUMENTED       FLDEP
 DO9174
 DO9174                          STATION DESCRIPTION
 DO9174
 DO9174'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9174'THE MARK IS ABOUT 9.2 MI (14.8 KM) SOUTH-SOUTHWEST OF HESPERIDES, 4.9
 DO9174'MI (7.9 KM) SOUTH OF BABSON PARK, 1.4 MI (2.3 KM) NORTHEAST OF
 DO9174'FROSTPROOF, IN SECTION 28, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DO9174'
 DO9174'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (NORTH SCENIC
 DO9174'HIGHWAY) AND COUNTY ROAD 630 (WEST H STREET) IN FROSTPROOF, GO EAST ON
 DO9174'COUNTY ROAD 630 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF
 DO9174'MULLINSVILLE ROAD.  TURN LEFT ON MULLINSVILLE ROAD AND GO NORTH FOR
 DO9174'0.15 MI (0.2 KM) TO THE INTERSECTION OF SANDY ORANGE GROVE ROAD.  TURN
 DO9174'LEFT ON THE SAND ROAD AND GO WEST FOR 0.2 MI (0.3 KM) TO A PUMP HOUSE
 DO9174'ON THE EAST SHORE OF LAKE IDA AND THE MARK, AN ALUMINUM ROD DRIVEN TO
 DO9174'REFUSAL AT A DEPTH OF 47.4 FT (14.4 M) WITH AN ALUMINUM DISK ENCASED
 DO9174'IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE
 DO9174'SAND ROAD.
 DO9174'
 DO9174'LOCATED 200.9 FT (61.2 M) WEST OF SURVEY MARK 23837 A, 57.5 FT (17.5
 DO9174'M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE PUMP HOUSE, 38.7 FT (11.8
 DO9174'M) SOUTH OF THE STAFF GAUGE, 2.4 FT (0.7 M) SOUTHEAST OF A 6-INCH (15
 DO9174'CM) DIAMETER WOODEN POST AND 1.6 FT (0.5 M) SOUTHEAST OF A CARSONITE
 DO9174'WITNESS POST.
 DO9174'
 DO9174'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9174'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9692 ***********************************************************************
 DN9692  DESIGNATION -  23841 A
 DN9692  PID         -  DN9692
 DN9692  STATE/COUNTY-  FL/POLK
 DN9692  COUNTRY     -  US
 DN9692  USGS QUAD   -  BABSON PARK (2018)
 DN9692
 DN9692                         *CURRENT SURVEY CONTROL
 DN9692  ______________________________________________________________________
 DN9692* NAD 83(1986) POSITION- 27 45 23.2    (N) 081 30 38.8    (W)   HD_HELD2
 DN9692* NAVD 88 ORTHO HEIGHT -    24.878 (meters)       81.62  (feet) ADJUSTED
 DN9692  ______________________________________________________________________
 DN9692  GEOID HEIGHT    -        -26.359 (meters)                     GEOID18
 DN9692  DYNAMIC HEIGHT  -         24.841 (meters)       81.50  (feet) COMP
 DN9692  MODELED GRAVITY -    979,139.6   (mgal)                       NAVD 88
 DN9692
 DN9692  VERT ORDER      -  SECOND    CLASS I
 DN9692
 DN9692.The horizontal coordinates were established by autonomous hand held GPS
 DN9692.observations and have an estimated accuracy of +/- 10 meters.
 DN9692
 DN9692.The orthometric height was determined by differential leveling and
 DN9692.adjusted by the NATIONAL GEODETIC SURVEY
 DN9692.in December 2012.
 DN9692
 DN9692.No vertical observational check was made to the station.
 DN9692
 DN9692.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9692.GEOID18 height accuracy estimate available here.
 DN9692
 DN9692.Click photographs - Photos may exist for this station.
 DN9692
 DN9692.The dynamic height is computed by dividing the NAVD 88
 DN9692.geopotential number by the normal gravity value computed on the
 DN9692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9692.degrees latitude (g = 980.6199 gals.).
 DN9692
 DN9692.The modeled gravity was interpolated from observed gravity values.
 DN9692
 DN9692;                    North         East    Units  Estimated Accuracy
 DN9692;SPC FL W     -   379,316.      248,226.      MT  (+/- 10 meters HH2 GPS)
 DN9692
 DN9692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4966670327(NAD 83)
 DN9692
 DN9692                          SUPERSEDED SURVEY CONTROL
 DN9692
 DN9692.No superseded survey control is available for this station.
 DN9692
 DN9692_MARKER: DD = SURVEY DISK
 DN9692_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9692_STAMPING: 23841 A 2010
 DN9692_MARK LOGO: SWFWMD
 DN9692_PROJECTION: FLUSH
 DN9692_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9692+STABILITY: SURFACE MOTION
 DN9692_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9692+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2010
 DN9692_ROD/PIPE-DEPTH: 8.9 meters
 DN9692
 DN9692  HISTORY     - Date     Condition        Report By
 DN9692  HISTORY     - 20100724 MONUMENTED       FLDEP
 DN9692
 DN9692                          STATION DESCRIPTION
 DN9692
 DN9692'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9692'THE MARK IS ABOUT 9.3 MI (15.0 KM) SOUTH-SOUTHWEST OF HESPERIDES, 5.2
 DN9692'MI (8.4 KM) SOUTH OF BABSON PARK, 1.4 MI (2.3 KM) EAST-NORTHEAST OF
 DN9692'FROST PROOF, IN SECTION 27, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DN9692'
 DN9692'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (U.S. HIGHWAY
 DN9692'27 ALTERNATE) AND COUNTY ROAD 630 (H STREET) IN FROST PROOF, GO EAST
 DN9692'ON COUNTY ROAD 630 (H STREET) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF
 DN9692'NORTH LAKE REEDY BOULEVARD ON THE RIGHT.  CONTINUE EAST ON NORTH LAKE
 DN9692'REEDY BOULEVARD FOR 0.65 MI (1.0 KM) TO THE JUNCTION OF A BOAT LANDING
 DN9692'DRIVEWAY ON THE RIGHT, A WELL SITE ON THE RIGHT AND THE MARK ON THE
 DN9692'RIGHT, A DISK SET ON THE TOP OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DN9692'DEPTH OF 29.2 FT (8.9 M) ENCASED IN A 6-INCH (15 CM) PVC PIPE, FILLED
 DN9692'WITH CONCRETE AND SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND
 DN9692'LEVEL WITH NORTH LAKE REEDY BOULEVARD.
 DN9692'
 DN9692'LOCATED 269.7 FT (82.2 M) NORTH OF SURVEY MARK 23841 B, 78.0 FT (23.8
 DN9692'M) WEST OF THE APPROXIMATE CENTERLINE OF THE BOAT LANDING DRIVEWAY,
 DN9692'74.9 FT (22.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF NORTH LAKE
 DN9692'REEDY BOULEVARD, 2.2 FT (0.7 M) EAST OF A CHAIN LINK FENCE AND 1.8 FT
 DN9692'(0.5 M) EAST OF A CARSONITE WITNESS POST.
 DN9692'
 DN9692'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9692'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9693 ***********************************************************************
 DN9693  DESIGNATION -  23841 B
 DN9693  PID         -  DN9693
 DN9693  STATE/COUNTY-  FL/POLK
 DN9693  COUNTRY     -  US
 DN9693  USGS QUAD   -  BABSON PARK (2018)
 DN9693
 DN9693                         *CURRENT SURVEY CONTROL
 DN9693  ______________________________________________________________________
 DN9693* NAD 83(1986) POSITION- 27 45 20.5    (N) 081 30 38.9    (W)   HD_HELD2
 DN9693* NAVD 88 ORTHO HEIGHT -    24.477 (meters)       80.31  (feet) ADJUSTED
 DN9693  ______________________________________________________________________
 DN9693  GEOID HEIGHT    -        -26.357 (meters)                     GEOID18
 DN9693  DYNAMIC HEIGHT  -         24.440 (meters)       80.18  (feet) COMP
 DN9693  MODELED GRAVITY -    979,139.5   (mgal)                       NAVD 88
 DN9693
 DN9693  VERT ORDER      -  SECOND    CLASS I
 DN9693
 DN9693.The horizontal coordinates were established by autonomous hand held GPS
 DN9693.observations and have an estimated accuracy of +/- 10 meters.
 DN9693
 DN9693.The orthometric height was determined by differential leveling and
 DN9693.adjusted by the NATIONAL GEODETIC SURVEY
 DN9693.in December 2012.
 DN9693
 DN9693.No vertical observational check was made to the station.
 DN9693
 DN9693.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9693.GEOID18 height accuracy estimate available here.
 DN9693
 DN9693.Click photographs - Photos may exist for this station.
 DN9693
 DN9693.The dynamic height is computed by dividing the NAVD 88
 DN9693.geopotential number by the normal gravity value computed on the
 DN9693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9693.degrees latitude (g = 980.6199 gals.).
 DN9693
 DN9693.The modeled gravity was interpolated from observed gravity values.
 DN9693
 DN9693;                    North         East    Units  Estimated Accuracy
 DN9693;SPC FL W     -   379,233.      248,224.      MT  (+/- 10 meters HH2 GPS)
 DN9693
 DN9693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4966370244(NAD 83)
 DN9693
 DN9693                          SUPERSEDED SURVEY CONTROL
 DN9693
 DN9693.No superseded survey control is available for this station.
 DN9693
 DN9693_MARKER: DD = SURVEY DISK
 DN9693_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9693_STAMPING: 23841 B 2010
 DN9693_MARK LOGO: SWFWMD
 DN9693_PROJECTION: FLUSH
 DN9693_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9693+STABILITY: SURFACE MOTION
 DN9693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9693+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2010
 DN9693_ROD/PIPE-DEPTH: 12.6 meters
 DN9693
 DN9693  HISTORY     - Date     Condition        Report By
 DN9693  HISTORY     - 20100724 MONUMENTED       FLDEP
 DN9693
 DN9693                          STATION DESCRIPTION
 DN9693
 DN9693'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9693'THE MARK IS ABOUT 9.3 MI (15.0 KM) SOUTH-SOUTHWEST OF HESPERIDES, 5.2
 DN9693'MI (8.4 KM) SOUTH OF BABSON PARK, 1.4 MI (2.3 KM) EAST-NORTHEAST OF
 DN9693'FROST PROOF, IN SECTION 27, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DN9693'
 DN9693'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (U.S. HIGHWAY
 DN9693'27 ALTERNATE) AND COUNTY ROAD 630 (H STREET) IN FROST PROOF, GO EAST
 DN9693'ON COUNTY ROAD 630 (H STREET) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF
 DN9693'NORTH LAKE REEDY BOULEVARD ON THE RIGHT.  CONTINUE EAST ON NORTH LAKE
 DN9693'REEDY BOULEVARD FOR 0.65 MI (1.0 KM) TO THE JUNCTION OF A BOAT LANDING
 DN9693'DRIVEWAY ON THE RIGHT AND A WELL SITE ON THE RIGHT.  TURN RIGHT ON THE
 DN9693'LANDING DRIVEWAY AND FOLLOW THE WEST FENCE LINE FOR ABOUT 350.0 FT
 DN9693'(106.7 M) TO THE MARK ON THE RIGHT, A DISK SET ON THE TOP OF AN
 DN9693'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 41.2 FT (12.6 M) ENCASED
 DN9693'IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH CONCRETE AND SURROUNDED BY
 DN9693'CONCRETE, FLUSH WITH THE GROUND AND LEVEL WITH THE LANDING DRIVEWAY.
 DN9693'
 DN9693'LOCATED 343.9 FT (104.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DN9693'NORTH LAKE REEDY BOULEVARD, 269.7 FT (82.2 M) SOUTH OF SURVEY MARK
 DN9693'23841 A, 18.0 FT (5.5 M) NORTH OF AN OAK TREE, 2.1 FT (0.6 M) EAST OF
 DN9693'A CHAIN LINK FENCE AND 1.7 FT (0.5 M) EAST OF A CARSONITE WITNESS
 DN9693'POST.
 DN9693'
 DN9693'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9693'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9694 ***********************************************************************
 DN9694  DESIGNATION -  23843 A
 DN9694  PID         -  DN9694
 DN9694  STATE/COUNTY-  FL/POLK
 DN9694  COUNTRY     -  US
 DN9694  USGS QUAD   -  BABSON PARK (2018)
 DN9694
 DN9694                         *CURRENT SURVEY CONTROL
 DN9694  ______________________________________________________________________
 DN9694* NAD 83(1986) POSITION- 27 46 06.7    (N) 081 30 07.4    (W)   HD_HELD2
 DN9694* NAVD 88 ORTHO HEIGHT -    33.300 (meters)      109.25  (feet) ADJUSTED
 DN9694  ______________________________________________________________________
 DN9694  GEOID HEIGHT    -        -26.414 (meters)                     GEOID18
 DN9694  DYNAMIC HEIGHT  -         33.249 (meters)      109.08  (feet) COMP
 DN9694  MODELED GRAVITY -    979,139.8   (mgal)                       NAVD 88
 DN9694
 DN9694  VERT ORDER      -  SECOND    CLASS I
 DN9694
 DN9694.The horizontal coordinates were established by autonomous hand held GPS
 DN9694.observations and have an estimated accuracy of +/- 10 meters.
 DN9694
 DN9694.The orthometric height was determined by differential leveling and
 DN9694.adjusted by the NATIONAL GEODETIC SURVEY
 DN9694.in December 2012.
 DN9694
 DN9694.No vertical observational check was made to the station.
 DN9694
 DN9694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9694.GEOID18 height accuracy estimate available here.
 DN9694
 DN9694.Click photographs - Photos may exist for this station.
 DN9694
 DN9694.The dynamic height is computed by dividing the NAVD 88
 DN9694.geopotential number by the normal gravity value computed on the
 DN9694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9694.degrees latitude (g = 980.6199 gals.).
 DN9694
 DN9694.The modeled gravity was interpolated from observed gravity values.
 DN9694
 DN9694;                    North         East    Units  Estimated Accuracy
 DN9694;SPC FL W     -   380,659.      249,080.      MT  (+/- 10 meters HH2 GPS)
 DN9694
 DN9694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5053171662(NAD 83)
 DN9694
 DN9694                          SUPERSEDED SURVEY CONTROL
 DN9694
 DN9694.No superseded survey control is available for this station.
 DN9694
 DN9694_MARKER: DD = SURVEY DISK
 DN9694_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9694_STAMPING: 23843 A 2010
 DN9694_MARK LOGO: SWFWMD
 DN9694_PROJECTION: FLUSH
 DN9694_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9694+STABILITY: SURFACE MOTION
 DN9694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9694+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2010
 DN9694_ROD/PIPE-DEPTH: 8.9 meters
 DN9694
 DN9694  HISTORY     - Date     Condition        Report By
 DN9694  HISTORY     - 20100722 MONUMENTED       FLDEP
 DN9694
 DN9694                          STATION DESCRIPTION
 DN9694
 DN9694'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9694'THE MARK IS ABOUT 8.4 MI (13.5 KM) SOUTH-SOUTHWEST OF HESPERIDES, 4.5
 DN9694'MI (7.2 KM) SOUTH-SOUTHEAST OF BABSON PARK, 2.4 MI (3.9 KM) NORTHEAST
 DN9694'OF FROST PROOF, IN SECTION 22, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DN9694'
 DN9694'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (U.S. HIGHWAY
 DN9694'27 ALTERNATE) AND COUNTY ROAD 630(H STREET) IN FROST PROOF, GO EAST ON
 DN9694'COUNTY ROAD 630 (H STREET) FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF
 DN9694'SOUTH WARDLAW ROAD ON THE LEFT.  TURN LEFT ON SOUTH WARDLAW ROAD AND
 DN9694'GO NORTH FOR 0.6 MI (1.0 KM) TO THE MARK ON THE LEFT, A DISK SET ON
 DN9694'THE TOP OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 29.2 FT
 DN9694'(8.9 M) ENCASED IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH CONCRETE AND
 DN9694'SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND ABOUT 1.5 FT (0.5 M)
 DN9694'ABOVE THE LEVEL OF SOUTH WARDLAW ROAD.
 DN9694'
 DN9694'LOCATED 322.2 FT (98.2 M) SOUTH OF SURVEY MARK 23843 B, 21.4 FT (6.5
 DN9694'M) WEST OF THE APPROXIMATE CENTERLINE OF SOUTH WARDLAW ROAD AND 1.4 FT
 DN9694'(0.4 M) EAST OF A CARSONITE WITNESS POST.
 DN9694'
 DN9694'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9694'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9695 ***********************************************************************
 DN9695  DESIGNATION -  23843 B
 DN9695  PID         -  DN9695
 DN9695  STATE/COUNTY-  FL/POLK
 DN9695  COUNTRY     -  US
 DN9695  USGS QUAD   -  BABSON PARK (2018)
 DN9695
 DN9695                         *CURRENT SURVEY CONTROL
 DN9695  ______________________________________________________________________
 DN9695* NAD 83(1986) POSITION- 27 46 10.0    (N) 081 30 07.5    (W)   HD_HELD2
 DN9695* NAVD 88 ORTHO HEIGHT -    29.342 (meters)       96.27  (feet) ADJUSTED
 DN9695  ______________________________________________________________________
 DN9695  GEOID HEIGHT    -        -26.416 (meters)                     GEOID18
 DN9695  DYNAMIC HEIGHT  -         29.297 (meters)       96.12  (feet) COMP
 DN9695  MODELED GRAVITY -    979,139.9   (mgal)                       NAVD 88
 DN9695
 DN9695  VERT ORDER      -  SECOND    CLASS I
 DN9695
 DN9695.The horizontal coordinates were established by autonomous hand held GPS
 DN9695.observations and have an estimated accuracy of +/- 10 meters.
 DN9695
 DN9695.The orthometric height was determined by differential leveling and
 DN9695.adjusted by the NATIONAL GEODETIC SURVEY
 DN9695.in December 2012.
 DN9695
 DN9695.No vertical observational check was made to the station.
 DN9695
 DN9695.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9695.GEOID18 height accuracy estimate available here.
 DN9695
 DN9695.Click photographs - Photos may exist for this station.
 DN9695
 DN9695.The dynamic height is computed by dividing the NAVD 88
 DN9695.geopotential number by the normal gravity value computed on the
 DN9695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9695.degrees latitude (g = 980.6199 gals.).
 DN9695
 DN9695.The modeled gravity was interpolated from observed gravity values.
 DN9695
 DN9695;                    North         East    Units  Estimated Accuracy
 DN9695;SPC FL W     -   380,760.      249,077.      MT  (+/- 10 meters HH2 GPS)
 DN9695
 DN9695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5052871763(NAD 83)
 DN9695
 DN9695                          SUPERSEDED SURVEY CONTROL
 DN9695
 DN9695.No superseded survey control is available for this station.
 DN9695
 DN9695_MARKER: DD = SURVEY DISK
 DN9695_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9695_STAMPING: 23843 B 2010
 DN9695_MARK LOGO: SWFWMD
 DN9695_PROJECTION: FLUSH
 DN9695_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9695+STABILITY: SURFACE MOTION
 DN9695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9695+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2010
 DN9695_ROD/PIPE-DEPTH: 5.8 meters
 DN9695
 DN9695  HISTORY     - Date     Condition        Report By
 DN9695  HISTORY     - 20100723 MONUMENTED       FLDEP
 DN9695
 DN9695                          STATION DESCRIPTION
 DN9695
 DN9695'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9695'THE MARK IS ABOUT 8.3 MI (13.4 KM) SOUTH-SOUTHWEST OF HESPERIDES, 4.5
 DN9695'MI (7.2 KM) SOUTH-SOUTHEAST OF BABSON PARK, 2.4 MI (3.9 KM) NORTHEAST
 DN9695'OF FROST PROOF, IN SECTION 22, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DN9695'
 DN9695'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (U.S. HIGHWAY
 DN9695'27 ALTERNATE) AND COUNTY ROAD 630 (H STREET) IN FROST PROOF, GO EAST
 DN9695'ON COUNTY ROAD 630 (H STREET) FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF
 DN9695'SOUTH WARDLAW ROAD ON THE LEFT.  TURN LEFT ON SOUTH WARDLAW ROAD AND
 DN9695'GO NORTH FOR 0.65 MI (1.0 KM) TO A WELL SITE ON THE LEFT AND THE MARK
 DN9695'ON THE LEFT, A DISK SET ON THE TOP OF AN ALUMINUM ROD DRIVEN TO
 DN9695'REFUSAL AT A DEPTH OF 19.1 FT (5.8 M) ENCASED IN A 6-INCH (15 CM) PVC
 DN9695'PIPE, FILLED WITH CONCRETE AND SURROUNDED BY CONCRETE, FLUSH WITH THE
 DN9695'GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF SOUTH WARDLAW ROAD.
 DN9695'LOCATED 322.2 FT (98.2 M) NORTH OF SURVEY MARK 23843 A, 23.7 FT (7.2
 DN9695'M) EAST OF WELL HEAD 23843, 16.4 FT (5.0 M) WEST OF THE APPROXIMATE
 DN9695'CENTERLINE OF SOUTH WARDLAW ROAD AND 1.6 FT (0.5 M) EAST OF A
 DN9695'CARSONITE WITNESS POST.
 DN9695'
 DN9695'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9695'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9677 ***********************************************************************
 DN9677  DESIGNATION -  23844 A
 DN9677  PID         -  DN9677
 DN9677  STATE/COUNTY-  FL/POLK
 DN9677  COUNTRY     -  US
 DN9677  USGS QUAD   -  BABSON PARK (2018)
 DN9677
 DN9677                         *CURRENT SURVEY CONTROL
 DN9677  ______________________________________________________________________
 DN9677* NAD 83(1986) POSITION- 27 47 31.0    (N) 081 33 34.9    (W)   HD_HELD2
 DN9677* NAVD 88 ORTHO HEIGHT -    37.668 (meters)      123.58  (feet) ADJUSTED
 DN9677  ______________________________________________________________________
 DN9677  GEOID HEIGHT    -        -26.302 (meters)                     GEOID18
 DN9677  DYNAMIC HEIGHT  -         37.612 (meters)      123.40  (feet) COMP
 DN9677  MODELED GRAVITY -    979,145.0   (mgal)                       NAVD 88
 DN9677
 DN9677  VERT ORDER      -  SECOND    CLASS I
 DN9677
 DN9677.The horizontal coordinates were established by autonomous hand held GPS
 DN9677.observations and have an estimated accuracy of +/- 10 meters.
 DN9677
 DN9677.The orthometric height was determined by differential leveling and
 DN9677.adjusted by the NATIONAL GEODETIC SURVEY
 DN9677.in December 2012.
 DN9677
 DN9677.No vertical observational check was made to the station.
 DN9677
 DN9677.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9677.GEOID18 height accuracy estimate available here.
 DN9677
 DN9677.Click photographs - Photos may exist for this station.
 DN9677
 DN9677.The dynamic height is computed by dividing the NAVD 88
 DN9677.geopotential number by the normal gravity value computed on the
 DN9677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9677.degrees latitude (g = 980.6199 gals.).
 DN9677
 DN9677.The modeled gravity was interpolated from observed gravity values.
 DN9677
 DN9677;                    North         East    Units  Estimated Accuracy
 DN9677;SPC FL W     -   383,232.      243,390.      MT  (+/- 10 meters HH2 GPS)
 DN9677
 DN9677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4486374280(NAD 83)
 DN9677
 DN9677                          SUPERSEDED SURVEY CONTROL
 DN9677
 DN9677.No superseded survey control is available for this station.
 DN9677
 DN9677_MARKER: DD = SURVEY DISK
 DN9677_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9677_STAMPING: 23844 A 2010
 DN9677_MARK LOGO: SWFWMD
 DN9677_PROJECTION: FLUSH
 DN9677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9677+STABILITY: SURFACE MOTION
 DN9677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9677+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2010
 DN9677_ROD/PIPE-DEPTH: 5.6 meters
 DN9677
 DN9677  HISTORY     - Date     Condition        Report By
 DN9677  HISTORY     - 20100723 MONUMENTED       FLDEP
 DN9677
 DN9677                          STATION DESCRIPTION
 DN9677
 DN9677'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9677'THE MARK IS ABOUT 7.7 MI (12.4 KM) SOUTH-SOUTHEAST OF LAKE WALES, 3.7
 DN9677'MI (6.0 KM) NORTH-NORTHWEST OF FROST PROOF, 3.6 MI (5.8 KM) SOUTHWEST
 DN9677'OF BABSON PARK, IN SECTION 18, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DN9677'
 DN9677'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (U.S. HIGHWAY
 DN9677'27 ALTERNATE) AND COUNTY ROAD 630 (H STREET) IN FROST PROOF, GO NORTH
 DN9677'ON STATE ROAD 17 (U.S. HIGHWAY 27 ALTERNATE) FOR 2.65 MI (4.3 KM) TO
 DN9677'THE INTERSECTION OF SOUTH LAKE PATRICK ROAD ON THE RIGHT AND BREEZY
 DN9677'POINT ROAD ON THE LEFT.  TURN LEFT ON BREEZY POINT ROAD AND GO WEST
 DN9677'FOR 1.3 MI (2.1 KM) TO THE T-JUNCTION OF AN UNNAMED DIRT ROAD AND THE
 DN9677'MARK ON THE BACK SIDE OF A 3-RAIL WOODEN FENCE, A DISK SET ON THE TOP
 DN9677'OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 18.3 FT (5.6 M)
 DN9677'ENCASED IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH CONCRETE AND
 DN9677'SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M)
 DN9677'BELOW THE LEVEL OF THE DIRT ROAD.
 DN9677'
 DN9677'LOCATED 53.8 FT (16.4 M) SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE
 DN9677'OF BREEZY POINT ROAD, 31.6 FT (9.6 M) EAST OF A WOODEN POWER POLE,
 DN9677'25.8 FT (7.9 M) WEST OF THE APPROXIMATE CENTERLINE OF THE UNNAMED DIRT
 DN9677'ROAD, 7.3 FT (2.2 M) NORTH OF THE APPROXIMATE CENTER OF A 3-RAIL
 DN9677'WOODEN FENCE GATE, 1.7 FT (0.5 M) WEST OF A 3-RAIL WOODEN FENCE AND
 DN9677'1.4 FT (0.4 M) WEST OF A CARSONITE WITNESS POST.
 DN9677'
 DN9677'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9677'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9678 ***********************************************************************
 DN9678  DESIGNATION -  23844 B
 DN9678  PID         -  DN9678
 DN9678  STATE/COUNTY-  FL/POLK
 DN9678  COUNTRY     -  US
 DN9678  USGS QUAD   -  BABSON PARK (2018)
 DN9678
 DN9678                         *CURRENT SURVEY CONTROL
 DN9678  ______________________________________________________________________
 DN9678* NAD 83(1986) POSITION- 27 47 30.0    (N) 081 33 37.4    (W)   HD_HELD2
 DN9678* NAVD 88 ORTHO HEIGHT -    36.660 (meters)      120.28  (feet) ADJUSTED
 DN9678  ______________________________________________________________________
 DN9678  GEOID HEIGHT    -        -26.300 (meters)                     GEOID18
 DN9678  DYNAMIC HEIGHT  -         36.605 (meters)      120.09  (feet) COMP
 DN9678  MODELED GRAVITY -    979,145.0   (mgal)                       NAVD 88
 DN9678
 DN9678  VERT ORDER      -  SECOND    CLASS I
 DN9678
 DN9678.The horizontal coordinates were established by autonomous hand held GPS
 DN9678.observations and have an estimated accuracy of +/- 10 meters.
 DN9678
 DN9678.The orthometric height was determined by differential leveling and
 DN9678.adjusted by the NATIONAL GEODETIC SURVEY
 DN9678.in December 2012.
 DN9678
 DN9678.No vertical observational check was made to the station.
 DN9678
 DN9678.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9678.GEOID18 height accuracy estimate available here.
 DN9678
 DN9678.Click photographs - Photos may exist for this station.
 DN9678
 DN9678.The dynamic height is computed by dividing the NAVD 88
 DN9678.geopotential number by the normal gravity value computed on the
 DN9678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9678.degrees latitude (g = 980.6199 gals.).
 DN9678
 DN9678.The modeled gravity was interpolated from observed gravity values.
 DN9678
 DN9678;                    North         East    Units  Estimated Accuracy
 DN9678;SPC FL W     -   383,201.      243,322.      MT  (+/- 10 meters HH2 GPS)
 DN9678
 DN9678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4479574250(NAD 83)
 DN9678
 DN9678                          SUPERSEDED SURVEY CONTROL
 DN9678
 DN9678.No superseded survey control is available for this station.
 DN9678
 DN9678_MARKER: DD = SURVEY DISK
 DN9678_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9678_STAMPING: 23844 B 2010
 DN9678_MARK LOGO: SWFWMD
 DN9678_PROJECTION: FLUSH
 DN9678_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9678+STABILITY: SURFACE MOTION
 DN9678_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9678+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2010
 DN9678_ROD/PIPE-DEPTH: 5.4 meters
 DN9678
 DN9678  HISTORY     - Date     Condition        Report By
 DN9678  HISTORY     - 20100723 MONUMENTED       FLDEP
 DN9678
 DN9678                          STATION DESCRIPTION
 DN9678
 DN9678'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9678'THE MARK IS ABOUT 7.7 MI (12.4 KM) SOUTH-SOUTHEAST OF LAKE WALES, 3.7
 DN9678'MI (6.0 KM) NORTH-NORTHWEST OF FROST PROOF, 3.6 MI (5.8 KM) SOUTHWEST
 DN9678'OF BABSON PARK, IN SECTION 18, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DN9678'
 DN9678'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (U.S. HIGHWAY
 DN9678'27 ALTERNATE) AND COUNTY ROAD 630 (H STREET) IN FROST PROOF, GO NORTH
 DN9678'ON STATE ROAD 17 (U.S. HIGHWAY 27 ALTERNATE) FOR 2.65 MI (4.3 KM) TO
 DN9678'THE INTERSECTION OF SOUTH LAKE PATRICK ROAD ON THE RIGHT AND BREEZY
 DN9678'POINT ROAD ON THE LEFT.  TURN LEFT ON BREEZY POINT ROAD AND GO WEST
 DN9678'FOR 1.3 MI (2.1 KM) TO THE T-JUNCTION OF AN UNNAMED DIRT ROAD.
 DN9678'CONTINUE WEST THROUGH A WOODEN FENCE GATE FOR 0.05 MI (0.1 KM) TO A
 DN9678'WELL SITE AND THE MARK INSIDE A CHAIN LINK FENCE ENCLOSURE, A DISK SET
 DN9678'ON THE TOP OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 17.8 FT
 DN9678'(5.4 M) ENCASED IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH CONCRETE AND
 DN9678'SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND LEVEL WITH A
 DN9678'PASTURE.
 DN9678'
 DN9678'LOCATED 31.2 FT (9.5 M) NORTHWEST OF THE APPROXIMATE CENTER OF THE
 DN9678'CHAIN LINK FENCE GATE, 13.5 FT (4.1 M) WEST-NORTHWEST OF THE
 DN9678'WESTERNMOST WELL HEAD, 2.5 FT (0.8 M) EAST OF THE NORTHWEST CHAIN LINK
 DN9678'FENCE CORNER POST AND 1.6 FT (0.5 M) EAST OF A CARSONITE WITNESS POST.
 DN9678'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9678'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9675 ***********************************************************************
 DN9675  DESIGNATION -  23848 A
 DN9675  PID         -  DN9675
 DN9675  STATE/COUNTY-  FL/POLK
 DN9675  COUNTRY     -  US
 DN9675  USGS QUAD   -  BABSON PARK (2018)
 DN9675
 DN9675                         *CURRENT SURVEY CONTROL
 DN9675  ______________________________________________________________________
 DN9675* NAD 83(1986) POSITION- 27 47 33.2    (N) 081 32 49.0    (W)   HD_HELD2
 DN9675* NAVD 88 ORTHO HEIGHT -    55.381 (meters)      181.70  (feet) ADJUSTED
 DN9675  ______________________________________________________________________
 DN9675  GEOID HEIGHT    -        -26.341 (meters)                     GEOID18
 DN9675  DYNAMIC HEIGHT  -         55.298 (meters)      181.42  (feet) COMP
 DN9675  MODELED GRAVITY -    979,144.1   (mgal)                       NAVD 88
 DN9675
 DN9675  VERT ORDER      -  SECOND    CLASS I
 DN9675
 DN9675.The horizontal coordinates were established by autonomous hand held GPS
 DN9675.observations and have an estimated accuracy of +/- 10 meters.
 DN9675
 DN9675.The orthometric height was determined by differential leveling and
 DN9675.adjusted by the NATIONAL GEODETIC SURVEY
 DN9675.in December 2012.
 DN9675
 DN9675.No vertical observational check was made to the station.
 DN9675
 DN9675.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9675.GEOID18 height accuracy estimate available here.
 DN9675
 DN9675.Click photographs - Photos may exist for this station.
 DN9675
 DN9675.The dynamic height is computed by dividing the NAVD 88
 DN9675.geopotential number by the normal gravity value computed on the
 DN9675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9675.degrees latitude (g = 980.6199 gals.).
 DN9675
 DN9675.The modeled gravity was interpolated from observed gravity values.
 DN9675
 DN9675;                    North         East    Units  Estimated Accuracy
 DN9675;SPC FL W     -   383,304.      244,646.      MT  (+/- 10 meters HH2 GPS)
 DN9675
 DN9675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4611974342(NAD 83)
 DN9675
 DN9675                          SUPERSEDED SURVEY CONTROL
 DN9675
 DN9675.No superseded survey control is available for this station.
 DN9675
 DN9675_MARKER: DD = SURVEY DISK
 DN9675_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9675_STAMPING: 23848 A 2010
 DN9675_MARK LOGO: SWFWMD
 DN9675_PROJECTION: FLUSH
 DN9675_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9675+STABILITY: SURFACE MOTION
 DN9675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9675+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2010
 DN9675_ROD/PIPE-DEPTH: 10.1 meters
 DN9675
 DN9675  HISTORY     - Date     Condition        Report By
 DN9675  HISTORY     - 20100722 MONUMENTED       FLDEP
 DN9675
 DN9675                          STATION DESCRIPTION
 DN9675
 DN9675'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9675'THE MARK IS ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF LAKE WALES, 3.4
 DN9675'MI (5.5 KM) NORTH-NORTHWEST OF FROST PROOF, 3.1 MI (5.0 KM)
 DN9675'SOUTH-SOUTHWEST OF BABSON PARK, IN SECTION 8, TOWNSHIP 31 SOUTH, RANGE
 DN9675'28 EAST.
 DN9675'
 DN9675'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (U.S. HIGHWAY
 DN9675'27 ALTERNATE) AND COUNTY ROAD 630 (H STREET) IN FROST PROOF, GO NORTH
 DN9675'ON STATE ROAD 17 (U.S. HIGHWAY 27 ALTERNATE) FOR 2.65 MI (4.3 KM) TO
 DN9675'THE INTERSECTION OF SOUTH LAKE PATRICK ROAD ON THE RIGHT AND BREEZY
 DN9675'POINT ROAD ON THE LEFT.  TURN LEFT ON BREEZY POINT ROAD AND GO WEST
 DN9675'FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF WES MANN ROAD AND THE MARK
 DN9675'ON THE RIGHT, A DISK SET ON THE TOP OF AN ALUMINUM ROD DRIVEN TO
 DN9675'REFUSAL AT A DEPTH OF 33.2 FT (10.1 M) ENCASED IN A 6-INCH (15 CM) PVC
 DN9675'PIPE, FILLED WITH CONCRETE AND SURROUNDED BY CONCRETE, FLUSH WITH THE
 DN9675'GROUND AND LEVEL WITH BREEZY POINT ROAD.
 DN9675'
 DN9675'LOCATED 91.5 FT (27.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF BREEZY
 DN9675'POINT ROAD, 80.0 FT (24.4 M) NORTHEAST OF SURVEY MARK 23848 B, 59.8 FT
 DN9675'(18.2 M) EAST OF THE APPROXIMATE CENTERLINE OF WES MANN ROAD, 6.0 FT
 DN9675'(1.8 M) SOUTH OF WELL HEAD 23848 AND 2.8 FT (0.9 M) SOUTH OF A
 DN9675'CARSONITE WITNESS POST.
 DN9675'
 DN9675'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9675'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9676 ***********************************************************************
 DN9676  DESIGNATION -  23848 B
 DN9676  PID         -  DN9676
 DN9676  STATE/COUNTY-  FL/POLK
 DN9676  COUNTRY     -  US
 DN9676  USGS QUAD   -  BABSON PARK (2018)
 DN9676
 DN9676                         *CURRENT SURVEY CONTROL
 DN9676  ______________________________________________________________________
 DN9676* NAD 83(1986) POSITION- 27 47 32.5    (N) 081 32 49.6    (W)   HD_HELD2
 DN9676* NAVD 88 ORTHO HEIGHT -    55.621 (meters)      182.48  (feet) ADJUSTED
 DN9676  ______________________________________________________________________
 DN9676  GEOID HEIGHT    -        -26.340 (meters)                     GEOID18
 DN9676  DYNAMIC HEIGHT  -         55.538 (meters)      182.21  (feet) COMP
 DN9676  MODELED GRAVITY -    979,144.1   (mgal)                       NAVD 88
 DN9676
 DN9676  VERT ORDER      -  SECOND    CLASS I
 DN9676
 DN9676.The horizontal coordinates were established by autonomous hand held GPS
 DN9676.observations and have an estimated accuracy of +/- 10 meters.
 DN9676
 DN9676.The orthometric height was determined by differential leveling and
 DN9676.adjusted by the NATIONAL GEODETIC SURVEY
 DN9676.in December 2012.
 DN9676
 DN9676.No vertical observational check was made to the station.
 DN9676
 DN9676.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9676.GEOID18 height accuracy estimate available here.
 DN9676
 DN9676.Click photographs - Photos may exist for this station.
 DN9676
 DN9676.The dynamic height is computed by dividing the NAVD 88
 DN9676.geopotential number by the normal gravity value computed on the
 DN9676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9676.degrees latitude (g = 980.6199 gals.).
 DN9676
 DN9676.The modeled gravity was interpolated from observed gravity values.
 DN9676
 DN9676;                    North         East    Units  Estimated Accuracy
 DN9676;SPC FL W     -   383,283.      244,630.      MT  (+/- 10 meters HH2 GPS)
 DN9676
 DN9676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4610374321(NAD 83)
 DN9676
 DN9676                          SUPERSEDED SURVEY CONTROL
 DN9676
 DN9676.No superseded survey control is available for this station.
 DN9676
 DN9676_MARKER: DD = SURVEY DISK
 DN9676_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9676_STAMPING: 23848 B 2010
 DN9676_MARK LOGO: SWFWMD
 DN9676_PROJECTION: FLUSH
 DN9676_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9676+STABILITY: SURFACE MOTION
 DN9676_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9676+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2010
 DN9676_ROD/PIPE-DEPTH: 8.5 meters
 DN9676
 DN9676  HISTORY     - Date     Condition        Report By
 DN9676  HISTORY     - 20100722 MONUMENTED       FLDEP
 DN9676
 DN9676                          STATION DESCRIPTION
 DN9676
 DN9676'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9676'THE MARK IS ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF LAKE WALES, 3.4
 DN9676'MI (5.5 KM) NORTH-NORTHWEST OF FROST PROOF, 3.1 MI (5.0 KM)
 DN9676'SOUTH-SOUTHWEST OF BABSON PARK, IN SECTION 8, TOWNSHIP 31 SOUTH, RANGE
 DN9676'28 EAST.
 DN9676'
 DN9676'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (U.S. HIGHWAY
 DN9676'27 ALTERNATE) AND COUNTY ROAD 630 (H STREET) IN FROST PROOF, GO NORTH
 DN9676'ON STATE ROAD 17 (U.S. HIGHWAY 27 ALTERNATE) FOR 2.65 MI (4.3 KM) TO
 DN9676'THE INTERSECTION OF SOUTH LAKE PATRICK ROAD ON THE RIGHT AND BREEZY
 DN9676'POINT ROAD ON THE LEFT.  TURN LEFT ON BREEZY POINT ROAD AND GO WEST
 DN9676'FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF WES MANN ROAD AND THE MARK
 DN9676'ON THE RIGHT, A DISK SET ON THE TOP OF AN ALUMINUM ROD DRIVEN TO
 DN9676'REFUSAL AT A DEPTH OF 27.8 FT (8.5 M) ENCASED IN A 6-INCH (15 CM) PVC
 DN9676'PIPE, FILLED WITH CONCRETE AND SURROUNDED BY CONCRETE, FLUSH WITH THE
 DN9676'GROUND AND LEVEL WITH BREEZY POINT ROAD.
 DN9676'
 DN9676'LOCATED 80.0 FT (24.4 M) SOUTHWEST OF SURVEY MARK 23848 A, 25.3 FT
 DN9676'(7.7 M) EAST OF THE APPROXIMATE CENTERLINE OF WES MANN ROAD, 21.4 FT
 DN9676'(6.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF BREEZY POINT ROAD, 2.8
 DN9676'FT (0.9 M) EAST OF A POWER POLE NUMBER R33FF-147 AND 1.8 FT (0.5 M)
 DN9676'EAST OF A CARSONITE WITNESS POST.
 DN9676'
 DN9676'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9676'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9177 ***********************************************************************
 DO9177  DESIGNATION -  23850 A
 DO9177  PID         -  DO9177
 DO9177  STATE/COUNTY-  FL/POLK
 DO9177  COUNTRY     -  US
 DO9177  USGS QUAD   -  BABSON PARK (2018)
 DO9177
 DO9177                         *CURRENT SURVEY CONTROL
 DO9177  ______________________________________________________________________
 DO9177* NAD 83(1986) POSITION- 27 47 30.6    (N) 081 31 09.9    (W)   HD_HELD2
 DO9177* NAVD 88 ORTHO HEIGHT -    27.253 (meters)       89.41  (feet) ADJUSTED
 DO9177  ______________________________________________________________________
 DO9177  GEOID HEIGHT    -        -26.422 (meters)                     GEOID18
 DO9177  DYNAMIC HEIGHT  -         27.212 (meters)       89.28  (feet) COMP
 DO9177  MODELED GRAVITY -    979,142.3   (mgal)                       NAVD 88
 DO9177
 DO9177  VERT ORDER      -  FIRST     CLASS II
 DO9177
 DO9177.The horizontal coordinates were established by autonomous hand held GPS
 DO9177.observations and have an estimated accuracy of +/- 10 meters.
 DO9177
 DO9177.The orthometric height was determined by differential leveling and
 DO9177.adjusted by the NATIONAL GEODETIC SURVEY
 DO9177.in December 2013.
 DO9177
 DO9177.No vertical observational check was made to the station.
 DO9177
 DO9177.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9177.GEOID18 height accuracy estimate available here.
 DO9177
 DO9177.Click photographs - Photos may exist for this station.
 DO9177
 DO9177.The dynamic height is computed by dividing the NAVD 88
 DO9177.geopotential number by the normal gravity value computed on the
 DO9177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9177.degrees latitude (g = 980.6199 gals.).
 DO9177
 DO9177.The modeled gravity was interpolated from observed gravity values.
 DO9177
 DO9177;                    North         East    Units  Estimated Accuracy
 DO9177;SPC FL W     -   383,234.      247,359.      MT  (+/- 10 meters HH2 GPS)
 DO9177
 DO9177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4883174251(NAD 83)
 DO9177
 DO9177                          SUPERSEDED SURVEY CONTROL
 DO9177
 DO9177.No superseded survey control is available for this station.
 DO9177
 DO9177_MARKER: DD = SURVEY DISK
 DO9177_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9177_STAMPING: 23850 A 2012
 DO9177_MARK LOGO: SWFWMD
 DO9177_PROJECTION: RECESSED 5 CENTIMETERS
 DO9177_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9177_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9177+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2012
 DO9177_ROD/PIPE-DEPTH: 14.5 meters
 DO9177
 DO9177  HISTORY     - Date     Condition        Report By
 DO9177  HISTORY     - 20121208 MONUMENTED       FLDEP
 DO9177
 DO9177                          STATION DESCRIPTION
 DO9177
 DO9177'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9177'THE MARK IS ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF HESPERIDES, 3.3
 DO9177'MI (5.3 KM) NORTH-NORTHEAST OF FROSTPROOF, 2.8 MI (4.5 KM) SOUTH OF
 DO9177'BABSON PARK, IN SECTION 16, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DO9177'
 DO9177'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (NORTH SCENIC
 DO9177'HIGHWAY) AND COUNTY ROAD 630 (WEST H STREET) IN FROSTPROOF, GO NORTH
 DO9177'ON STATE ROAD 17 (NORTH SCENIC HIGHWAY) FOR 2.7 MI (4.3 KM) TO THE
 DO9177'INTERSECTION OF BREEZY POINT ROAD ON THE LEFT AND SOUTH LAKE PATRICK
 DO9177'ROAD ON THE RIGHT.  TURN RIGHT ON SOUTH LAKE PATRICK ROAD AND GO EAST
 DO9177'FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF NORTH LAKE PATRICK ROAD ON THE
 DO9177'LEFT.  CONTINUE EAST AND SOUTH ON SOUTH LAKE PATRICK ROAD FOR 0.15 MI
 DO9177'(0.2 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DO9177'A DEPTH OF 47.7 FT (14.5 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DO9177'(10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DO9177'AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF SOUTH LAKE PATRICK ROAD.
 DO9177'
 DO9177'LOCATED 69.7 FT (21.2 M) NORTH OF SURVEY MARK 23850 B, 14.5 FT (4.4 M)
 DO9177'EAST OF THE APPROXIMATE CENTERLINE OF SOUTH LAKE PATRICK ROAD, 4.4 FT
 DO9177'(1.3 M) SOUTH OF THE SOUTHERN 6-INCH DIAMETER GATE POST, 1.6 FT (0.5
 DO9177'M) WEST OF A HOG WIRE FENCE AND 1.5 FT (0.5 M) WEST OF A CARSONITE
 DO9177'WITNESS POST.
 DO9177'
 DO9177'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9177'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9178 ***********************************************************************
 DO9178  DESIGNATION -  23850 B
 DO9178  PID         -  DO9178
 DO9178  STATE/COUNTY-  FL/POLK
 DO9178  COUNTRY     -  US
 DO9178  USGS QUAD   -  BABSON PARK (2018)
 DO9178
 DO9178                         *CURRENT SURVEY CONTROL
 DO9178  ______________________________________________________________________
 DO9178* NAD 83(1986) POSITION- 27 47 30.0    (N) 081 31 09.7    (W)   HD_HELD2
 DO9178* NAVD 88 ORTHO HEIGHT -    27.722 (meters)       90.95  (feet) ADJUSTED
 DO9178  ______________________________________________________________________
 DO9178  GEOID HEIGHT    -        -26.422 (meters)                     GEOID18
 DO9178  DYNAMIC HEIGHT  -         27.680 (meters)       90.81  (feet) COMP
 DO9178  MODELED GRAVITY -    979,142.3   (mgal)                       NAVD 88
 DO9178
 DO9178  VERT ORDER      -  FIRST     CLASS II
 DO9178
 DO9178.The horizontal coordinates were established by autonomous hand held GPS
 DO9178.observations and have an estimated accuracy of +/- 10 meters.
 DO9178
 DO9178.The orthometric height was determined by differential leveling and
 DO9178.adjusted by the NATIONAL GEODETIC SURVEY
 DO9178.in December 2013.
 DO9178
 DO9178.No vertical observational check was made to the station.
 DO9178
 DO9178.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9178.GEOID18 height accuracy estimate available here.
 DO9178
 DO9178.Click photographs - Photos may exist for this station.
 DO9178
 DO9178.The dynamic height is computed by dividing the NAVD 88
 DO9178.geopotential number by the normal gravity value computed on the
 DO9178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9178.degrees latitude (g = 980.6199 gals.).
 DO9178
 DO9178.The modeled gravity was interpolated from observed gravity values.
 DO9178
 DO9178;                    North         East    Units  Estimated Accuracy
 DO9178;SPC FL W     -   383,216.      247,365.      MT  (+/- 10 meters HH2 GPS)
 DO9178
 DO9178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4883674232(NAD 83)
 DO9178
 DO9178                          SUPERSEDED SURVEY CONTROL
 DO9178
 DO9178.No superseded survey control is available for this station.
 DO9178
 DO9178_MARKER: DD = SURVEY DISK
 DO9178_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9178_STAMPING: 23850 B 2012
 DO9178_MARK LOGO: SWFWMD
 DO9178_PROJECTION: RECESSED 8 CENTIMETERS
 DO9178_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9178_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9178+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2012
 DO9178_ROD/PIPE-DEPTH: 14.6 meters
 DO9178
 DO9178  HISTORY     - Date     Condition        Report By
 DO9178  HISTORY     - 20121208 MONUMENTED       FLDEP
 DO9178
 DO9178                          STATION DESCRIPTION
 DO9178
 DO9178'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9178'THE MARK IS ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF HESPERIDES, 3.3
 DO9178'MI (5.3 KM) NORTH-NORTHEAST OF FROSTPROOF, 2.8 MI (4.5 KM) SOUTH OF
 DO9178'BABSON PARK, IN SECTION 16, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DO9178'
 DO9178'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (NORTH SCENIC
 DO9178'HIGHWAY) AND COUNTY ROAD 630 (WEST H STREET) IN FROSTPROOF, GO NORTH
 DO9178'ON STATE ROAD 17 (NORTH SCENIC HIGHWAY) FOR 2.7 MI (4.3 KM) TO THE
 DO9178'INTERSECTION OF BREEZY POINT ROAD ON THE LEFT AND SOUTH LAKE PATRICK
 DO9178'ROAD ON THE RIGHT.  TURN RIGHT ON SOUTH LAKE PATRICK ROAD AND GO EAST
 DO9178'FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF NORTH LAKE PATRICK ROAD ON THE
 DO9178'LEFT.  CONTINUE EAST AND SOUTH ON SOUTH LAKE PATRICK ROAD FOR 0.15 MI
 DO9178'(0.2 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DO9178'A DEPTH OF 48.0 FT (14.6 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DO9178'(10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND
 DO9178'AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF SOUTH LAKE PATRICK ROAD.
 DO9178'
 DO9178'LOCATED 90.5 FT (27.6 M) WEST OF A STAFF GAUGE, 69.7 FT (21.2 M) SOUTH
 DO9178'OF SURVEY MARK 23850 A, 12.5 FT (3.8 M) EAST OF THE APPROXIMATE
 DO9178'CENTERLINE OF SOUTH LAKE PATRICK ROAD, 1.0 FT (0.3 M) WEST OF A HOG
 DO9178'WIRE FENCE AND 0.9 FT (27 CM) WEST OF A CARSONITE WITNESS POST.
 DO9178'
 DO9178'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9178'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9668 ***********************************************************************
 DN9668  DESIGNATION -  23853 A
 DN9668  PID         -  DN9668
 DN9668  STATE/COUNTY-  FL/POLK
 DN9668  COUNTRY     -  US
 DN9668  USGS QUAD   -  BABSON PARK (2018)
 DN9668
 DN9668                         *CURRENT SURVEY CONTROL
 DN9668  ______________________________________________________________________
 DN9668* NAD 83(1986) POSITION- 27 48 09.3    (N) 081 31 12.6    (W)   HD_HELD2
 DN9668* NAVD 88 ORTHO HEIGHT -    35.862 (meters)      117.66  (feet) ADJUSTED
 DN9668  ______________________________________________________________________
 DN9668  GEOID HEIGHT    -        -26.446 (meters)                     GEOID18
 DN9668  DYNAMIC HEIGHT  -         35.808 (meters)      117.48  (feet) COMP
 DN9668  MODELED GRAVITY -    979,143.0   (mgal)                       NAVD 88
 DN9668
 DN9668  VERT ORDER      -  SECOND    CLASS I
 DN9668
 DN9668.The horizontal coordinates were established by autonomous hand held GPS
 DN9668.observations and have an estimated accuracy of +/- 10 meters.
 DN9668
 DN9668.The orthometric height was determined by differential leveling and
 DN9668.adjusted by the NATIONAL GEODETIC SURVEY
 DN9668.in December 2012.
 DN9668
 DN9668.No vertical observational check was made to the station.
 DN9668
 DN9668.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9668.GEOID18 height accuracy estimate available here.
 DN9668
 DN9668.Click photographs - Photos may exist for this station.
 DN9668
 DN9668.The dynamic height is computed by dividing the NAVD 88
 DN9668.geopotential number by the normal gravity value computed on the
 DN9668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9668.degrees latitude (g = 980.6199 gals.).
 DN9668
 DN9668.The modeled gravity was interpolated from observed gravity values.
 DN9668
 DN9668;                    North         East    Units  Estimated Accuracy
 DN9668;SPC FL W     -   384,425.      247,281.      MT  (+/- 10 meters HH2 GPS)
 DN9668
 DN9668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4876275442(NAD 83)
 DN9668
 DN9668                          SUPERSEDED SURVEY CONTROL
 DN9668
 DN9668.No superseded survey control is available for this station.
 DN9668
 DN9668_MARKER: DD = SURVEY DISK
 DN9668_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9668_STAMPING: 23853 A 2010
 DN9668_MARK LOGO: SWFWMD
 DN9668_PROJECTION: FLUSH
 DN9668_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9668+STABILITY: SURFACE MOTION
 DN9668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9668+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2010
 DN9668_ROD/PIPE-DEPTH: 15.5 meters
 DN9668
 DN9668  HISTORY     - Date     Condition        Report By
 DN9668  HISTORY     - 20100721 MONUMENTED       FLDEP
 DN9668
 DN9668                          STATION DESCRIPTION
 DN9668
 DN9668'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9668'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF HESPERIDES, 4.0
 DN9668'MI (6.4 KM) NORTH OF FROST PROOF, 2.0 MI (3.2 KM) SOUTH OF BABSON
 DN9668'PARK, IN SECTION 9, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DN9668'
 DN9668'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9668'ROAD 640 ABOUT 4.5 MI (7.2 KM) SOUTH OF LAKE WALES, GO EAST ON COUNTY
 DN9668'ROAD 640 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROAD 17 (U.S.
 DN9668'HIGHWAY 27 ALTERNATE).  CONTINUE EAST AND SOUTH ON STATE ROAD 17 (U.S.
 DN9668'HIGHWAY 27 ALTERNATE) FOR 4.3 MI (6.9 KM) TO THE JUNCTION OF NORTH
 DN9668'LAKE MOODY ROAD.  CONTINUE SOUTH ON NORTH LAKE MOODY ROAD FOR 0.1 MI
 DN9668'(0.2 KM) TO THE INTERSECTION OF MURRAY ROAD.  TURN LEFT ON MURRAY ROAD
 DN9668'AND GO EAST FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF NORTH LAKE
 DN9668'PATRICK ROAD.  TURN RIGHT ON NORTH LAKE PATRICK ROAD AND GO SOUTH FOR
 DN9668'1.0 MI (1.6 KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT,
 DN9668'A DISK SET ON THE TOP OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DN9668'OF 50.7 FT (15.5 M) ENCASED IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH
 DN9668'CONCRETE AND SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND LEVEL
 DN9668'WITH NORTH LAKE PATRICK ROAD.
 DN9668'
 DN9668'LOCATED 55.8 FT (17.0 M) NORTH OF SURVEY MARK 23853 B, 49.6 FT (15.1
 DN9668'M) NORTH OF WELL HEAD 23853, 19.1 FT (5.8 M) WEST OF THE APPROXIMATE
 DN9668'CENTERLINE OF NORTH LAKE PATRICK ROAD AND 1.4 FT (0.4 M) EAST OF A
 DN9668'CARSONITE WITNESS POST.
 DN9668'
 DN9668'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9668'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9669 ***********************************************************************
 DN9669  DESIGNATION -  23853 B
 DN9669  PID         -  DN9669
 DN9669  STATE/COUNTY-  FL/POLK
 DN9669  COUNTRY     -  US
 DN9669  USGS QUAD   -  BABSON PARK (2018)
 DN9669
 DN9669                         *CURRENT SURVEY CONTROL
 DN9669  ______________________________________________________________________
 DN9669* NAD 83(1986) POSITION- 27 48 08.8    (N) 081 31 12.8    (W)   HD_HELD2
 DN9669* NAVD 88 ORTHO HEIGHT -    35.351 (meters)      115.98  (feet) ADJUSTED
 DN9669  ______________________________________________________________________
 DN9669  GEOID HEIGHT    -        -26.446 (meters)                     GEOID18
 DN9669  DYNAMIC HEIGHT  -         35.298 (meters)      115.81  (feet) COMP
 DN9669  MODELED GRAVITY -    979,143.0   (mgal)                       NAVD 88
 DN9669
 DN9669  VERT ORDER      -  SECOND    CLASS I
 DN9669
 DN9669.The horizontal coordinates were established by autonomous hand held GPS
 DN9669.observations and have an estimated accuracy of +/- 10 meters.
 DN9669
 DN9669.The orthometric height was determined by differential leveling and
 DN9669.adjusted by the NATIONAL GEODETIC SURVEY
 DN9669.in December 2012.
 DN9669
 DN9669.No vertical observational check was made to the station.
 DN9669
 DN9669.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9669.GEOID18 height accuracy estimate available here.
 DN9669
 DN9669.Click photographs - Photos may exist for this station.
 DN9669
 DN9669.The dynamic height is computed by dividing the NAVD 88
 DN9669.geopotential number by the normal gravity value computed on the
 DN9669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9669.degrees latitude (g = 980.6199 gals.).
 DN9669
 DN9669.The modeled gravity was interpolated from observed gravity values.
 DN9669
 DN9669;                    North         East    Units  Estimated Accuracy
 DN9669;SPC FL W     -   384,410.      247,275.      MT  (+/- 10 meters HH2 GPS)
 DN9669
 DN9669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4875775426(NAD 83)
 DN9669
 DN9669                          SUPERSEDED SURVEY CONTROL
 DN9669
 DN9669.No superseded survey control is available for this station.
 DN9669
 DN9669_MARKER: DD = SURVEY DISK
 DN9669_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9669_STAMPING: 23853 B 2010
 DN9669_MARK LOGO: SWFWMD
 DN9669_PROJECTION: FLUSH
 DN9669_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9669+STABILITY: SURFACE MOTION
 DN9669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9669+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2010
 DN9669_ROD/PIPE-DEPTH: 15.0 meters
 DN9669
 DN9669  HISTORY     - Date     Condition        Report By
 DN9669  HISTORY     - 20100721 MONUMENTED       FLDEP
 DN9669
 DN9669                          STATION DESCRIPTION
 DN9669
 DN9669'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9669'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHWEST OF HESPERIDES, 4.0
 DN9669'MI (6.4 KM) NORTH OF FROST PROOF, 2.0 MI (3.2 KM) SOUTH OF BABSON
 DN9669'PARK, IN SECTION 9, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DN9669'
 DN9669'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9669'ROAD 640 ABOUT 4.5 MI (7.2 KM) SOUTH OF LAKE WALES, GO EAST ON COUNTY
 DN9669'ROAD 640 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROAD 17 (U.S.
 DN9669'HIGHWAY 27 ALTERNATE).  CONTINUE EAST AND SOUTH ON STATE ROAD 17 (U.S.
 DN9669'HIGHWAY 27 ALTERNATE) FOR 4.3 MI (6.9 KM) TO THE JUNCTION OF NORTH
 DN9669'LAKE MOODY ROAD.  CONTINUE SOUTH ON NORTH LAKE MOODY ROAD FOR 0.1 MI
 DN9669'(0.2 KM) TO THE INTERSECTION OF MURRAY ROAD.  TURN LEFT ON MURRAY ROAD
 DN9669'AND GO EAST FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF NORTH LAKE
 DN9669'PATRICK ROAD.  TURN RIGHT ON NORTH LAKE PATRICK ROAD AND GO SOUTH FOR
 DN9669'1.0 MI (1.6 KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT,
 DN9669'A DISK SET ON THE TOP OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DN9669'OF 49.2 FT (15.0 M) ENCASED IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH
 DN9669'CONCRETE AND SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND LEVEL
 DN9669'WITH NORTH LAKE PATRICK ROAD.
 DN9669'
 DN9669'LOCATED 55.8 FT (17.0 M) SOUTH OF SURVEY MARK 23853 A, 22.1 FT (6.7 M)
 DN9669'WEST OF THE APPROXIMATE CENTERLINE OF NORTH LAKE PATRICK ROAD, 6.6 FT
 DN9669'(2.0 M) SOUTHWEST OF WELL HEAD 23853 AND 1.6 FT (0.5 M) EAST OF A
 DN9669'CARSONITE WITNESS POST.
 DN9669'
 DN9669'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9669'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9673 ***********************************************************************
 DN9673  DESIGNATION -  23854 A
 DN9673  PID         -  DN9673
 DN9673  STATE/COUNTY-  FL/POLK
 DN9673  COUNTRY     -  US
 DN9673  USGS QUAD   -  BABSON PARK (2018)
 DN9673
 DN9673                         *CURRENT SURVEY CONTROL
 DN9673  ______________________________________________________________________
 DN9673* NAD 83(1986) POSITION- 27 48 25.1    (N) 081 32 48.8    (W)   HD_HELD2
 DN9673* NAVD 88 ORTHO HEIGHT -    67.885 (meters)      222.72  (feet) ADJUSTED
 DN9673  ______________________________________________________________________
 DN9673  GEOID HEIGHT    -        -26.377 (meters)                     GEOID18
 DN9673  DYNAMIC HEIGHT  -         67.783 (meters)      222.38  (feet) COMP
 DN9673  MODELED GRAVITY -    979,145.0   (mgal)                       NAVD 88
 DN9673
 DN9673  VERT ORDER      -  FIRST     CLASS II
 DN9673
 DN9673.The horizontal coordinates were established by autonomous hand held GPS
 DN9673.observations and have an estimated accuracy of +/- 10 meters.
 DN9673
 DN9673.The orthometric height was determined by differential leveling and
 DN9673.adjusted by the NATIONAL GEODETIC SURVEY
 DN9673.in December 2012.
 DN9673
 DN9673.No vertical observational check was made to the station.
 DN9673
 DN9673.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9673.GEOID18 height accuracy estimate available here.
 DN9673
 DN9673.Click photographs - Photos may exist for this station.
 DN9673
 DN9673.The dynamic height is computed by dividing the NAVD 88
 DN9673.geopotential number by the normal gravity value computed on the
 DN9673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9673.degrees latitude (g = 980.6199 gals.).
 DN9673
 DN9673.The modeled gravity was interpolated from observed gravity values.
 DN9673
 DN9673;                    North         East    Units  Estimated Accuracy
 DN9673;SPC FL W     -   384,902.      244,646.      MT  (+/- 10 meters HH2 GPS)
 DN9673
 DN9673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4613275939(NAD 83)
 DN9673
 DN9673                          SUPERSEDED SURVEY CONTROL
 DN9673
 DN9673.No superseded survey control is available for this station.
 DN9673
 DN9673_MARKER: DD = SURVEY DISK
 DN9673_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9673_STAMPING: 23854 A 2010
 DN9673_MARK LOGO: SWFWMD
 DN9673_PROJECTION: FLUSH
 DN9673_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9673+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2013
 DN9673_ROD/PIPE-DEPTH: 11.6 meters
 DN9673
 DN9673  HISTORY     - Date     Condition        Report By
 DN9673  HISTORY     - 20100722 MONUMENTED       FLDEP
 DN9673  HISTORY     - 20130113 GOOD             FLDEP
 DN9673
 DN9673                          STATION DESCRIPTION
 DN9673
 DN9673'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9673'THE MARK IS ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF LAKE WALES, 4.3
 DN9673'MI (6.9 KM) NORTH-NORTHWEST OF FROST PROOF, 2.3 MI (3.7 KM) SOUTHWEST
 DN9673'OF BABSON PARK, IN SECTION 5, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DN9673'
 DN9673'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (U.S. HIGHWAY
 DN9673'27 ALTERNATE) AND COUNTY ROAD 630 (H STREET) IN FROST PROOF, GO NORTH
 DN9673'ON STATE ROAD 17 (U.S. HIGHWAY 27 ALTERNATE) FOR 3.65 MI (5.9 KM) TO
 DN9673'THE INTERSECTION OF CODY VILLA ROAD.  TURN LEFT ON CODY VILLA ROAD AND
 DN9673'GO WEST FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF WES MANN ROAD AND
 DN9673'THE MARK ON THE RIGHT, A DISK SET ON THE TOP OF AN ALUMINUM ROD DRIVEN
 DN9673'TO REFUSAL AT A DEPTH OF 37.9 FT (11.6 M) ENCASED IN A 6-INCH (15 CM)
 DN9673'PVC PIPE, FILLED WITH CONCRETE AND SURROUNDED BY CONCRETE, FLUSH WITH
 DN9673'THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF CODY VILLA
 DN9673'ROAD.
 DN9673'
 DN9673'LOCATED 87.2 FT (26.6 M) EAST OF THE APPROXIMATE CENTERLINE OF WES
 DN9673'MANN ROAD, 37.3 FT (11.4 M) EAST OF SURVEY MARK 23854 B, 27.5 FT (8.4
 DN9673'M) NORTH OF THE APPROXIMATE CENTERLINE OF CODY VILLA ROAD, 5.0 FT (1.5
 DN9673'M) EAST OF WELL HEAD 23854 AND 1.1 FT (0.3 M) SOUTH OF A CARSONITE
 DN9673'WITNESS POST.
 DN9673'
 DN9673'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9673'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DN9673
 DN9673                          STATION RECOVERY (2013)
 DN9673
 DN9673'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (BPJ)
 DN9673'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9674 ***********************************************************************
 DN9674  DESIGNATION -  23854 B
 DN9674  PID         -  DN9674
 DN9674  STATE/COUNTY-  FL/POLK
 DN9674  COUNTRY     -  US
 DN9674  USGS QUAD   -  BABSON PARK (2018)
 DN9674
 DN9674                         *CURRENT SURVEY CONTROL
 DN9674  ______________________________________________________________________
 DN9674* NAD 83(1986) POSITION- 27 48 25.0    (N) 081 32 49.2    (W)   HD_HELD2
 DN9674* NAVD 88 ORTHO HEIGHT -    67.900 (meters)      222.77  (feet) ADJUSTED
 DN9674  ______________________________________________________________________
 DN9674  GEOID HEIGHT    -        -26.376 (meters)                     GEOID18
 DN9674  DYNAMIC HEIGHT  -         67.798 (meters)      222.43  (feet) COMP
 DN9674  MODELED GRAVITY -    979,145.0   (mgal)                       NAVD 88
 DN9674
 DN9674  VERT ORDER      -  FIRST     CLASS II
 DN9674
 DN9674.The horizontal coordinates were established by autonomous hand held GPS
 DN9674.observations and have an estimated accuracy of +/- 10 meters.
 DN9674
 DN9674.The orthometric height was determined by differential leveling and
 DN9674.adjusted by the NATIONAL GEODETIC SURVEY
 DN9674.in December 2012.
 DN9674
 DN9674.No vertical observational check was made to the station.
 DN9674
 DN9674.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9674.GEOID18 height accuracy estimate available here.
 DN9674
 DN9674.Click photographs - Photos may exist for this station.
 DN9674
 DN9674.The dynamic height is computed by dividing the NAVD 88
 DN9674.geopotential number by the normal gravity value computed on the
 DN9674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9674.degrees latitude (g = 980.6199 gals.).
 DN9674
 DN9674.The modeled gravity was interpolated from observed gravity values.
 DN9674
 DN9674;                    North         East    Units  Estimated Accuracy
 DN9674;SPC FL W     -   384,899.      244,635.      MT  (+/- 10 meters HH2 GPS)
 DN9674
 DN9674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4612175936(NAD 83)
 DN9674
 DN9674                          SUPERSEDED SURVEY CONTROL
 DN9674
 DN9674.No superseded survey control is available for this station.
 DN9674
 DN9674_MARKER: DD = SURVEY DISK
 DN9674_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9674_STAMPING: 23854 B 2010
 DN9674_MARK LOGO: SWFWMD
 DN9674_PROJECTION: FLUSH
 DN9674_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9674+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2013
 DN9674_ROD/PIPE-DEPTH: 8.3 meters
 DN9674
 DN9674  HISTORY     - Date     Condition        Report By
 DN9674  HISTORY     - 20100722 MONUMENTED       FLDEP
 DN9674  HISTORY     - 20130113 GOOD             FLDEP
 DN9674
 DN9674                          STATION DESCRIPTION
 DN9674
 DN9674'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9674'THE MARK IS ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF LAKE WALES, 4.3
 DN9674'MI (6.9 KM) NORTH-NORTHWEST OF FROST PROOF, 2.3 MI (3.7 KM) SOUTHWEST
 DN9674'OF BABSON PARK, IN SECTION 5, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DN9674'
 DN9674'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (U.S. HIGHWAY
 DN9674'27 ALTERNATE) AND COUNTY ROAD 630 (H STREET) IN FROST PROOF, GO NORTH
 DN9674'ON STATE ROAD 17 (U.S. HIGHWAY 27 ALTERNATE) FOR 3.65 MI (5.9 KM) TO
 DN9674'THE INTERSECTION OF CODY VILLA ROAD.  TURN LEFT ON CODY VILLA ROAD AND
 DN9674'GO WEST FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF WES MANN ROAD AND
 DN9674'THE MARK ON THE RIGHT, A DISK SET ON THE TOP OF AN ALUMINUM ROD DRIVEN
 DN9674'TO REFUSAL AT A DEPTH OF 27.2 FT (8.3 M) ENCASED IN A 6-INCH (15 CM)
 DN9674'PVC PIPE, FILLED WITH CONCRETE AND SURROUNDED BY CONCRETE, FLUSH WITH
 DN9674'THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF CODY VILLA
 DN9674'ROAD.
 DN9674'
 DN9674'LOCATED 50.2 FT (15.3 M) EAST OF THE APPROXIMATE CENTERLINE OF WES
 DN9674'MANN ROAD, 37.3 FT (11.4 M) WEST OF SURVEY MARK 23854 A, 30.8 FT (9.4
 DN9674'M) WEST OF WELL HEAD 23854, 24.5 FT (7.5 M) NORTH OF THE APPROXIMATE
 DN9674'CENTERLINE OF CODY VILLA ROAD AND 1.5 FT (0.5 M) SOUTH OF A CARSONITE
 DN9674'WITNESS POST.
 DN9674'
 DN9674'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9674'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DN9674
 DN9674                          STATION RECOVERY (2013)
 DN9674
 DN9674'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (BPJ)
 DN9674'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9100 ***********************************************************************
 DO9100  DESIGNATION -  23855 A
 DO9100  PID         -  DO9100
 DO9100  STATE/COUNTY-  FL/POLK
 DO9100  COUNTRY     -  US
 DO9100  USGS QUAD   -  LAKE WALES (2018)
 DO9100
 DO9100                         *CURRENT SURVEY CONTROL
 DO9100  ______________________________________________________________________
 DO9100* NAD 83(1986) POSITION- 27 55 14.5    (N) 081 33 13.8    (W)   HD_HELD2
 DO9100* NAVD 88 ORTHO HEIGHT -    49.466 (meters)      162.29  (feet) ADJUSTED
 DO9100  ______________________________________________________________________
 DO9100  GEOID HEIGHT    -        -26.680 (meters)                     GEOID18
 DO9100  DYNAMIC HEIGHT  -         49.392 (meters)      162.05  (feet) COMP
 DO9100  MODELED GRAVITY -    979,151.1   (mgal)                       NAVD 88
 DO9100
 DO9100  VERT ORDER      -  FIRST     CLASS II
 DO9100
 DO9100.The horizontal coordinates were established by autonomous hand held GPS
 DO9100.observations and have an estimated accuracy of +/- 10 meters.
 DO9100
 DO9100.The orthometric height was determined by differential leveling and
 DO9100.adjusted by the NATIONAL GEODETIC SURVEY
 DO9100.in December 2013.
 DO9100
 DO9100.No vertical observational check was made to the station.
 DO9100
 DO9100.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9100.GEOID18 height accuracy estimate available here.
 DO9100
 DO9100.Click photographs - Photos may exist for this station.
 DO9100
 DO9100.The dynamic height is computed by dividing the NAVD 88
 DO9100.geopotential number by the normal gravity value computed on the
 DO9100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9100.degrees latitude (g = 980.6199 gals.).
 DO9100
 DO9100.The modeled gravity was interpolated from observed gravity values.
 DO9100
 DO9100;                    North         East    Units  Estimated Accuracy
 DO9100;SPC FL W     -   397,501.      243,916.      MT  (+/- 10 meters HH2 GPS)
 DO9100
 DO9100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4550588540(NAD 83)
 DO9100
 DO9100                          SUPERSEDED SURVEY CONTROL
 DO9100
 DO9100.No superseded survey control is available for this station.
 DO9100
 DO9100_MARKER: DD = SURVEY DISK
 DO9100_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9100_STAMPING: 23855 A 2012
 DO9100_MARK LOGO: SWFWMD
 DO9100_PROJECTION: FLUSH
 DO9100_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9100+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2012
 DO9100_ROD/PIPE-DEPTH: 13.4 meters
 DO9100
 DO9100  HISTORY     - Date     Condition        Report By
 DO9100  HISTORY     - 20120817 MONUMENTED       FLDEP
 DO9100
 DO9100                          STATION DESCRIPTION
 DO9100
 DO9100'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9100'THE MARK IS ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF BABSON PARK, 6.3
 DO9100'MI (10.1 KM) WEST-NORTHWEST OF HESPERIDES, 2.4 MI (3.9 KM) NORTHEAST
 DO9100'OF LAKE WALES, IN SECTION 31, TOWNSHIP 29 SOUTH, RANGE 28 EAST.
 DO9100'
 DO9100'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND COUNTY
 DO9100'ROAD 17B (BUCK MOORE ROAD) IN LAKE WALES, GO NORTH ON BUCK MOORE ROAD
 DO9100'FOR 1.4 MI (2.3 KM) ON THE LEFT AND MASTERPIECE ROAD ON THE RIGHT.
 DO9100'CONTINUE NORTH ON BUCK MOORE ROAD FOR 0.45 MI (0.7 KM) TO A WELL SITE
 DO9100'ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DO9100'REFUSAL AT A DEPTH OF 44.0 FT (13.4 M) WITH AN ALUMINUM DISK ENCASED
 DO9100'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF
 DO9100'THE GROUND AND LEVEL WITH BUCK MOORE ROAD.
 DO9100'
 DO9100'LOCATED 62.4 FT (19.0 M) WEST-SOUTHWEST OF SURVEY MARK 23855 B, 25.8
 DO9100'FT (7.9 M) WEST OF THE APPROXIMATE CENTERLINE OF BUCK MOORE ROAD, 10.5
 DO9100'FT (3.2 M) EAST OF WELLHEAD 23855, 2.3 FT (0.7 M) EAST OF THE BARB
 DO9100'WIRE FENCE AND 1.8 FT (0.5 M) EAST OF A CARSONITE WITNESS POST.
 DO9100'
 DO9100'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9100'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9101 ***********************************************************************
 DO9101  DESIGNATION -  23855 B
 DO9101  PID         -  DO9101
 DO9101  STATE/COUNTY-  FL/POLK
 DO9101  COUNTRY     -  US
 DO9101  USGS QUAD   -  LAKE WALES (2018)
 DO9101
 DO9101                         *CURRENT SURVEY CONTROL
 DO9101  ______________________________________________________________________
 DO9101* NAD 83(1986) POSITION- 27 55 14.8    (N) 081 33 13.1    (W)   HD_HELD2
 DO9101* NAVD 88 ORTHO HEIGHT -    49.230 (meters)      161.52  (feet) ADJUSTED
 DO9101  ______________________________________________________________________
 DO9101  GEOID HEIGHT    -        -26.681 (meters)                     GEOID18
 DO9101  DYNAMIC HEIGHT  -         49.156 (meters)      161.27  (feet) COMP
 DO9101  MODELED GRAVITY -    979,151.1   (mgal)                       NAVD 88
 DO9101
 DO9101  VERT ORDER      -  FIRST     CLASS II
 DO9101
 DO9101.The horizontal coordinates were established by autonomous hand held GPS
 DO9101.observations and have an estimated accuracy of +/- 10 meters.
 DO9101
 DO9101.The orthometric height was determined by differential leveling and
 DO9101.adjusted by the NATIONAL GEODETIC SURVEY
 DO9101.in December 2013.
 DO9101
 DO9101.No vertical observational check was made to the station.
 DO9101
 DO9101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9101.GEOID18 height accuracy estimate available here.
 DO9101
 DO9101.Click photographs - Photos may exist for this station.
 DO9101
 DO9101.The dynamic height is computed by dividing the NAVD 88
 DO9101.geopotential number by the normal gravity value computed on the
 DO9101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9101.degrees latitude (g = 980.6199 gals.).
 DO9101
 DO9101.The modeled gravity was interpolated from observed gravity values.
 DO9101
 DO9101;                    North         East    Units  Estimated Accuracy
 DO9101;SPC FL W     -   397,510.      243,935.      MT  (+/- 10 meters HH2 GPS)
 DO9101
 DO9101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4552488549(NAD 83)
 DO9101
 DO9101                          SUPERSEDED SURVEY CONTROL
 DO9101
 DO9101.No superseded survey control is available for this station.
 DO9101
 DO9101_MARKER: DD = SURVEY DISK
 DO9101_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9101_STAMPING: 23855 B 2012
 DO9101_MARK LOGO: SWFWMD
 DO9101_PROJECTION: FLUSH
 DO9101_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9101_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9101+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2012
 DO9101_ROD/PIPE-DEPTH: 15.8 meters
 DO9101
 DO9101  HISTORY     - Date     Condition        Report By
 DO9101  HISTORY     - 20120817 MONUMENTED       FLDEP
 DO9101
 DO9101                          STATION DESCRIPTION
 DO9101
 DO9101'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9101'THE MARK IS ABOUT 6.4 MI (10.3 KM) NORTH-NORTHWEST OF BABSON PARK, 6.3
 DO9101'MI (10.1 KM) WEST-NORTHWEST OF HESPERIDES, 2.4 MI (3.9 KM) NORTHEAST
 DO9101'OF LAKE WALES, IN SECTION 31, TOWNSHIP 29 SOUTH, RANGE 28 EAST.
 DO9101'
 DO9101'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND COUNTY
 DO9101'ROAD 17B (BUCK MOORE ROAD) IN LAKE WALES, GO NORTH ON BUCK MOORE ROAD
 DO9101'FOR 1.4 MI (2.3 KM) ON THE LEFT AND MASTERPIECE ROAD ON THE RIGHT.
 DO9101'CONTINUE NORTH ON BUCK MOORE ROAD FOR 0.45 MI (0.7 KM) TO A WELL SITE
 DO9101'ON THE LEFT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO9101'REFUSAL AT A DEPTH OF 52.0 FT (15.8 M) WITH AN ALUMINUM DISK ENCASED
 DO9101'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO9101'THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF BUCK MOORE
 DO9101'ROAD.
 DO9101'
 DO9101'LOCATED 62.4 FT (19.0 M) EAST-NORTHEAST OF SURVEY MARK 23855 A, 26.8
 DO9101'FT (8.2 M) EAST OF THE APPROXIMATE CENTERLINE OF BUCK MOORE ROAD, 70.0
 DO9101'FT (21.3 M) NORTHEAST OF WELLHEAD 23855, 2.4 FT (0.7 M) WEST OF THE
 DO9101'BARB WIRE FENCE AND 2.3 FT (0.7 M) WEST OF A CARSONITE WITNESS POST.
 DO9101'
 DO9101'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9101'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9179 ***********************************************************************
 DO9179  DESIGNATION -  23857 A
 DO9179  PID         -  DO9179
 DO9179  STATE/COUNTY-  FL/POLK
 DO9179  COUNTRY     -  US
 DO9179  USGS QUAD   -  BABSON PARK (2018)
 DO9179
 DO9179                         *CURRENT SURVEY CONTROL
 DO9179  ______________________________________________________________________
 DO9179* NAD 83(1986) POSITION- 27 48 30.0    (N) 081 33 20.5    (W)   HD_HELD2
 DO9179* NAVD 88 ORTHO HEIGHT -    37.536 (meters)      123.15  (feet) ADJUSTED
 DO9179  ______________________________________________________________________
 DO9179  GEOID HEIGHT    -        -26.356 (meters)                     GEOID18
 DO9179  DYNAMIC HEIGHT  -         37.480 (meters)      122.97  (feet) COMP
 DO9179  MODELED GRAVITY -    979,145.6   (mgal)                       NAVD 88
 DO9179
 DO9179  VERT ORDER      -  FIRST     CLASS II
 DO9179
 DO9179.The horizontal coordinates were established by autonomous hand held GPS
 DO9179.observations and have an estimated accuracy of +/- 10 meters.
 DO9179
 DO9179.The orthometric height was determined by differential leveling and
 DO9179.adjusted by the NATIONAL GEODETIC SURVEY
 DO9179.in December 2013.
 DO9179
 DO9179.No vertical observational check was made to the station.
 DO9179
 DO9179.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9179.GEOID18 height accuracy estimate available here.
 DO9179
 DO9179.Click photographs - Photos may exist for this station.
 DO9179
 DO9179.The dynamic height is computed by dividing the NAVD 88
 DO9179.geopotential number by the normal gravity value computed on the
 DO9179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9179.degrees latitude (g = 980.6199 gals.).
 DO9179
 DO9179.The modeled gravity was interpolated from observed gravity values.
 DO9179
 DO9179;                    North         East    Units  Estimated Accuracy
 DO9179;SPC FL W     -   385,049.      243,777.      MT  (+/- 10 meters HH2 GPS)
 DO9179
 DO9179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4526576094(NAD 83)
 DO9179
 DO9179                          SUPERSEDED SURVEY CONTROL
 DO9179
 DO9179.No superseded survey control is available for this station.
 DO9179
 DO9179_MARKER: DD = SURVEY DISK
 DO9179_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9179_STAMPING: 23857 A 2012
 DO9179_MARK LOGO: SWFWMD
 DO9179_PROJECTION: RECESSED 5 CENTIMETERS
 DO9179_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9179+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2012
 DO9179_ROD/PIPE-DEPTH: 14.6 meters
 DO9179
 DO9179  HISTORY     - Date     Condition        Report By
 DO9179  HISTORY     - 20121208 MONUMENTED       FLDEP
 DO9179
 DO9179                          STATION DESCRIPTION
 DO9179
 DO9179'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9179'THE MARK IS ABOUT 6.7 MI (10.7 KM) SOUTH-SOUTHEAST OF LAKE WALES, 4.6
 DO9179'MI (7.4 KM) NORTH-NORTHWEST OF FROSTPROOF, 2.6 MI (4.2 KM) SOUTHWEST
 DO9179'OF BABSON PARK, IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DO9179'
 DO9179'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (NORTH SCENIC
 DO9179'HIGHWAY) AND COUNTY ROAD 630 (WEST H STREET) IN FROSTPROOF, GO NORTH
 DO9179'ON STATE ROAD 17 (NORTH SCENIC HIGHWAY) FOR 3.7 MI (6.0 KM) TO THE
 DO9179'INTERSECTION OF VILLA CODY ROAD, TURN LEFT ON VILLA CODY ROAD AND GO
 DO9179'WEST FOR 1.0 MI (1.6 KM) TO THE T-JUNCTION OF SOUTH MINUTE MAID ROAD
 DO9179'ON THE LEFT AND OHLINGER ROAD ON THE RIGHT, TURN RIGHT ON OHLINGER
 DO9179'ROAD AND GO NORTH FOR 0.15 MI (0.2 KM) TO BOBS LANDING ON THE RIGHT,
 DO9179'TURN RIGHT AND GO EAST FOR ABOUT 200.0 FT (61.0 M) TO A CONCRETE BOAT
 DO9179'RAMP AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO9179'DEPTH OF 48.0 FT (14.6 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DO9179'(10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DO9179'AND LEVEL WITH THE TOP OF THE CONCRETE BOAT RAMP.
 DO9179'
 DO9179'LOCATED 159.2 FT (48.5 M) SOUTHWEST OF A STAFF GAUGE, 62.1 FT (18.9 M)
 DO9179'SOUTH-SOUTHWEST OF A POWER POLE WITH 1 LIGHT ATTACHED, 59.0 FT (18.0
 DO9179'M) SOUTH OF SURVEY MARK 23857 B, 38.2 FT (11.6 M) SOUTH OF THE SOUTH
 DO9179'EDGE OF THE CONCRETE BOAT RAMP, 17.5 FT (5.3 M) EAST OF THE SOUTHEAST
 DO9179'CORNER OF THE METAL BUILDING (MANAGERS OFFICE) AND 2.6 FT (0.8 M) EAST
 DO9179'OF A WOODEN POWER POLE WITH A METER AND ADHESIVE WITNESS STICKER
 DO9179'ATTACHED.
 DO9179'
 DO9179'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9179'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9180 ***********************************************************************
 DO9180  DESIGNATION -  23857 B
 DO9180  PID         -  DO9180
 DO9180  STATE/COUNTY-  FL/POLK
 DO9180  COUNTRY     -  US
 DO9180  USGS QUAD   -  BABSON PARK (2018)
 DO9180
 DO9180                         *CURRENT SURVEY CONTROL
 DO9180  ______________________________________________________________________
 DO9180* NAD 83(1986) POSITION- 27 48 30.5    (N) 081 33 20.6    (W)   HD_HELD2
 DO9180* NAVD 88 ORTHO HEIGHT -    37.906 (meters)      124.36  (feet) ADJUSTED
 DO9180  ______________________________________________________________________
 DO9180  GEOID HEIGHT    -        -26.356 (meters)                     GEOID18
 DO9180  DYNAMIC HEIGHT  -         37.849 (meters)      124.18  (feet) COMP
 DO9180  MODELED GRAVITY -    979,145.6   (mgal)                       NAVD 88
 DO9180
 DO9180  VERT ORDER      -  FIRST     CLASS II
 DO9180
 DO9180.The horizontal coordinates were established by autonomous hand held GPS
 DO9180.observations and have an estimated accuracy of +/- 10 meters.
 DO9180
 DO9180.The orthometric height was determined by differential leveling and
 DO9180.adjusted by the NATIONAL GEODETIC SURVEY
 DO9180.in December 2013.
 DO9180
 DO9180.No vertical observational check was made to the station.
 DO9180
 DO9180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9180.GEOID18 height accuracy estimate available here.
 DO9180
 DO9180.Click photographs - Photos may exist for this station.
 DO9180
 DO9180.The dynamic height is computed by dividing the NAVD 88
 DO9180.geopotential number by the normal gravity value computed on the
 DO9180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9180.degrees latitude (g = 980.6199 gals.).
 DO9180
 DO9180.The modeled gravity was interpolated from observed gravity values.
 DO9180
 DO9180;                    North         East    Units  Estimated Accuracy
 DO9180;SPC FL W     -   385,065.      243,775.      MT  (+/- 10 meters HH2 GPS)
 DO9180
 DO9180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4526376109(NAD 83)
 DO9180
 DO9180                          SUPERSEDED SURVEY CONTROL
 DO9180
 DO9180.No superseded survey control is available for this station.
 DO9180
 DO9180_MARKER: DD = SURVEY DISK
 DO9180_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9180_STAMPING: 23857 B 2012
 DO9180_MARK LOGO: SWFWMD
 DO9180_PROJECTION: RECESSED 5 CENTIMETERS
 DO9180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9180+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 DO9180_ROD/PIPE-DEPTH: 18.3 meters
 DO9180
 DO9180  HISTORY     - Date     Condition        Report By
 DO9180  HISTORY     - 20121206 MONUMENTED       FLDEP
 DO9180
 DO9180                          STATION DESCRIPTION
 DO9180
 DO9180'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9180'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF LAKE WALES, 4.6
 DO9180'MI (7.4 KM) NORTH-NORTHWEST OF FROSTPROOF, 2.6 MI (4.2 KM) SOUTHWEST
 DO9180'OF BABSON PARK, IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DO9180'
 DO9180'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (NORTH SCENIC
 DO9180'HIGHWAY) AND COUNTY ROAD 630 (WEST H STREET) IN FROSTPROOF, GO NORTH
 DO9180'ON STATE ROAD 17 (NORTH SCENIC HIGHWAY) FOR 3.7 MI (6.0 KM) TO THE
 DO9180'INTERSECTION OF VILLA CODY ROAD.  TURN LEFT ON VILLA CODY ROAD AND GO
 DO9180'WEST FOR 1.0 MI (1.6 KM) TO THE T-JUNCTION OF SOUTH MINUTE MAID ROAD
 DO9180'ON THE LEFT AND OHLINGER ROAD ON THE RIGHT.  TURN RIGHT ON OHLINGER
 DO9180'ROAD AND GO NORTH FOR 0.15 MI (0.2 KM) TO BOBS LANDING ON THE RIGHT.
 DO9180'TURN RIGHT AND GO EAST FOR ABOUT 200.0 FT (61.0 M) TO A CONCRETE BOAT
 DO9180'RAMP AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO9180'DEPTH OF 60.0 FT (18.3 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DO9180'(10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DO9180'AND LEVEL WITH THE TOP OF THE CONCRETE BOAT RAMP.
 DO9180'
 DO9180'LOCATED 151.2 FT (46.1 M) WEST OF A STAFF GAUGE, 59.0 FT (18.0 M)
 DO9180'NORTH OF SURVEY MARK 23857 A, 5.3 FT (1.6 M) NORTH OF THE NORTH EDGE
 DO9180'OF THE CONCRETE BOAT RAMP, 2.4 FT (0.7 M) SOUTH OF THE SOUTH EDGE OF
 DO9180'THE CONCRETE SIDEWALK AND 2.0 FT (0.6 M) EAST OF THE METAL SIGN POST
 DO9180'WITH AN ADHESIVE WITNESS STICKER ATTACHED.
 DO9180'
 DO9180'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9180'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9672 ***********************************************************************
 DN9672  DESIGNATION -  23858 A
 DN9672  PID         -  DN9672
 DN9672  STATE/COUNTY-  FL/POLK
 DN9672  COUNTRY     -  US
 DN9672  USGS QUAD   -  BABSON PARK (2018)
 DN9672
 DN9672                         *CURRENT SURVEY CONTROL
 DN9672  ______________________________________________________________________
 DN9672* NAD 83(1986) POSITION- 27 48 25.0    (N) 081 32 19.8    (W)   HD_HELD2
 DN9672* NAVD 88 ORTHO HEIGHT -    84.222 (meters)      276.32  (feet) ADJUSTED
 DN9672  ______________________________________________________________________
 DN9672  GEOID HEIGHT    -        -26.399 (meters)                     GEOID18
 DN9672  DYNAMIC HEIGHT  -         84.095 (meters)      275.90  (feet) COMP
 DN9672  MODELED GRAVITY -    979,144.5   (mgal)                       NAVD 88
 DN9672
 DN9672  VERT ORDER      -  FIRST     CLASS II
 DN9672
 DN9672.The horizontal coordinates were established by autonomous hand held GPS
 DN9672.observations and have an estimated accuracy of +/- 10 meters.
 DN9672
 DN9672.The orthometric height was determined by differential leveling and
 DN9672.adjusted by the NATIONAL GEODETIC SURVEY
 DN9672.in December 2012.
 DN9672
 DN9672.No vertical observational check was made to the station.
 DN9672
 DN9672.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9672.GEOID18 height accuracy estimate available here.
 DN9672
 DN9672.Click photographs - Photos may exist for this station.
 DN9672
 DN9672.The dynamic height is computed by dividing the NAVD 88
 DN9672.geopotential number by the normal gravity value computed on the
 DN9672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9672.degrees latitude (g = 980.6199 gals.).
 DN9672
 DN9672.The modeled gravity was interpolated from observed gravity values.
 DN9672
 DN9672;                    North         East    Units  Estimated Accuracy
 DN9672;SPC FL W     -   384,902.      245,439.      MT  (+/- 10 meters HH2 GPS)
 DN9672
 DN9672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4692575933(NAD 83)
 DN9672
 DN9672                          SUPERSEDED SURVEY CONTROL
 DN9672
 DN9672.No superseded survey control is available for this station.
 DN9672
 DN9672_MARKER: DD = SURVEY DISK
 DN9672_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9672_STAMPING: 23858 A 2010
 DN9672_MARK LOGO: SWFWMD
 DN9672_PROJECTION: FLUSH
 DN9672_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9672+STABILITY: SURFACE MOTION
 DN9672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9672+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2013
 DN9672_ROD/PIPE-DEPTH: 12.0 meters
 DN9672
 DN9672  HISTORY     - Date     Condition        Report By
 DN9672  HISTORY     - 20100721 MONUMENTED       FLDEP
 DN9672  HISTORY     - 20130113 GOOD             FLDEP
 DN9672
 DN9672                          STATION DESCRIPTION
 DN9672
 DN9672'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9672'THE MARK IS ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHEAST OF LAKE WALES, 4.3
 DN9672'MI (6.9 KM) NORTH OF FROST PROOF, 2.0 MI (3.2 KM) SOUTH-SOUTHWEST OF
 DN9672'BABSON PARK, IN SECTION 5, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DN9672'
 DN9672'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (U.S. HIGHWAY
 DN9672'27 ALTERNATE) AND COUNTY ROAD 630 (H STREET) IN FROST PROOF, GO NORTH
 DN9672'ON STATE ROAD 17 (U.S. HIGHWAY 27 ALTERNATE) FOR 3.65 MI (5.9 KM) TO
 DN9672'THE INTERSECTION OF CODY VILLA ROAD AND THE MARK ON THE RIGHT, A DISK
 DN9672'SET ON THE TOP OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.3
 DN9672'FT (12.0 M) ENCASED IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH CONCRETE
 DN9672'AND SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND LEVEL WITH CODY
 DN9672'VILLA ROAD.
 DN9672'
 DN9672'LOCATED 81.2 FT (24.7 M) EAST OF THE APPROXIMATE CENTERLINE OF STATE
 DN9672'ROAD 17 (U.S. HIGHWAY 27 ALTERNATE), 56.0 FT (17.1 M) EAST OF SURVEY
 DN9672'MARK SOUTH 738, 21.8 FT (6.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DN9672'CODY VILLA ROAD, 3.4 FT (1.0 M) SOUTHEAST OF WELL HEAD 23858 AND 1.3
 DN9672'FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DN9672'
 DN9672'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9672'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DN9672
 DN9672                          STATION RECOVERY (2013)
 DN9672
 DN9672'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (BPJ)
 DN9672'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9666 ***********************************************************************
 DN9666  DESIGNATION -  23859 A
 DN9666  PID         -  DN9666
 DN9666  STATE/COUNTY-  FL/POLK
 DN9666  COUNTRY     -  US
 DN9666  USGS QUAD   -  BABSON PARK (2018)
 DN9666
 DN9666                         *CURRENT SURVEY CONTROL
 DN9666  ______________________________________________________________________
 DN9666* NAD 83(1986) POSITION- 27 48 50.3    (N) 081 30 22.7    (W)   HD_HELD2
 DN9666* NAVD 88 ORTHO HEIGHT -    28.104 (meters)       92.20  (feet) ADJUSTED
 DN9666  ______________________________________________________________________
 DN9666  GEOID HEIGHT    -        -26.516 (meters)                     GEOID18
 DN9666  DYNAMIC HEIGHT  -         28.061 (meters)       92.06  (feet) COMP
 DN9666  MODELED GRAVITY -    979,142.9   (mgal)                       NAVD 88
 DN9666
 DN9666  VERT ORDER      -  SECOND    CLASS I
 DN9666
 DN9666.The horizontal coordinates were established by autonomous hand held GPS
 DN9666.observations and have an estimated accuracy of +/- 10 meters.
 DN9666
 DN9666.The orthometric height was determined by differential leveling and
 DN9666.adjusted by the NATIONAL GEODETIC SURVEY
 DN9666.in December 2012.
 DN9666
 DN9666.No vertical observational check was made to the station.
 DN9666
 DN9666.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9666.GEOID18 height accuracy estimate available here.
 DN9666
 DN9666.Click photographs - Photos may exist for this station.
 DN9666
 DN9666.The dynamic height is computed by dividing the NAVD 88
 DN9666.geopotential number by the normal gravity value computed on the
 DN9666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9666.degrees latitude (g = 980.6199 gals.).
 DN9666
 DN9666.The modeled gravity was interpolated from observed gravity values.
 DN9666
 DN9666;                    North         East    Units  Estimated Accuracy
 DN9666;SPC FL W     -   385,693.      248,641.      MT  (+/- 10 meters HH2 GPS)
 DN9666
 DN9666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5013376698(NAD 83)
 DN9666
 DN9666                          SUPERSEDED SURVEY CONTROL
 DN9666
 DN9666.No superseded survey control is available for this station.
 DN9666
 DN9666_MARKER: DD = SURVEY DISK
 DN9666_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9666_STAMPING: 23859 A 2010
 DN9666_MARK LOGO: SWFWMD
 DN9666_PROJECTION: FLUSH
 DN9666_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9666+STABILITY: SURFACE MOTION
 DN9666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9666+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2010
 DN9666_ROD/PIPE-DEPTH: 9.4 meters
 DN9666
 DN9666  HISTORY     - Date     Condition        Report By
 DN9666  HISTORY     - 20100722 MONUMENTED       FLDEP
 DN9666
 DN9666                          STATION DESCRIPTION
 DN9666
 DN9666'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9666'THE MARK IS ABOUT 5.6 MI (9.0 KM) SOUTH-SOUTHWEST OF HESPERIDES, 4.9
 DN9666'MI (7.9 KM) NORTH-NORTHEAST OF FROST PROOF, 1.6 MI (2.6 KM) SOUTHEAST
 DN9666'OF BABSON PARK, IN SECTION 3, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DN9666'
 DN9666'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9666'ROAD 640 ABOUT 4.5 MI (7.2 KM) SOUTH OF LAKE WALES, GO EAST ON COUNTY
 DN9666'ROAD 640 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROAD 17 (U.S.
 DN9666'HIGHWAY 27 ALTERNATE).  CONTINUE EAST AND SOUTH ON STATE ROAD 17 (U.S.
 DN9666'HIGHWAY 27 ALTERNATE) FOR 4.3 MI (6.9 KM) TO THE JUNCTION OF NORTH
 DN9666'LAKE MOODY ROAD.  CONTINUE SOUTH ON NORTH LAKE MOODY ROAD FOR 0.1 MI
 DN9666'(0.2 KM) TO THE INTERSECTION OF MURRAY ROAD.  TURN LEFT ON MURRAY ROAD
 DN9666'AND GO EAST FOR 1.5 MI (2.4 KM) TO A CURVE IN THE ROAD, A WELL SITE ON
 DN9666'THE LEFT AND THE MARK ON THE LEFT, A DISK SET ON THE TOP OF AN
 DN9666'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 30.7 FT (9.4 M) ENCASED
 DN9666'IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH CONCRETE AND SURROUNDED BY
 DN9666'CONCRETE, FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE
 DN9666'LEVEL OF MURRAY ROAD.
 DN9666'
 DN9666'LOCATED 176.4 FT (53.8 M) SOUTHEAST OF A WOODEN POWER POLE, 40.5 FT
 DN9666'(12.3 M) SOUTHWEST OF SURVEY MARK 23859 B, 34.6 FT (10.5 M) SOUTHWEST
 DN9666'OF WELL HEAD 23859, 21.1 FT (6.4 M) NORTHEAST OF THE APPROXIMATE
 DN9666'CENTERLINE OF MURRAY ROAD AND 1.4 FT (0.4 M) SOUTHWEST OF A CARSONITE
 DN9666'WITNESS POST.
 DN9666'
 DN9666'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9666'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9667 ***********************************************************************
 DN9667  DESIGNATION -  23859 B
 DN9667  PID         -  DN9667
 DN9667  STATE/COUNTY-  FL/POLK
 DN9667  COUNTRY     -  US
 DN9667  USGS QUAD   -  BABSON PARK (2018)
 DN9667
 DN9667                         *CURRENT SURVEY CONTROL
 DN9667  ______________________________________________________________________
 DN9667* NAD 83(1986) POSITION- 27 48 50.9    (N) 081 30 22.5    (W)   HD_HELD2
 DN9667* NAVD 88 ORTHO HEIGHT -    27.638 (meters)       90.68  (feet) ADJUSTED
 DN9667  ______________________________________________________________________
 DN9667  GEOID HEIGHT    -        -26.516 (meters)                     GEOID18
 DN9667  DYNAMIC HEIGHT  -         27.597 (meters)       90.54  (feet) COMP
 DN9667  MODELED GRAVITY -    979,142.9   (mgal)                       NAVD 88
 DN9667
 DN9667  VERT ORDER      -  SECOND    CLASS I
 DN9667
 DN9667.The horizontal coordinates were established by autonomous hand held GPS
 DN9667.observations and have an estimated accuracy of +/- 10 meters.
 DN9667
 DN9667.The orthometric height was determined by differential leveling and
 DN9667.adjusted by the NATIONAL GEODETIC SURVEY
 DN9667.in December 2012.
 DN9667
 DN9667.No vertical observational check was made to the station.
 DN9667
 DN9667.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9667.GEOID18 height accuracy estimate available here.
 DN9667
 DN9667.Click photographs - Photos may exist for this station.
 DN9667
 DN9667.The dynamic height is computed by dividing the NAVD 88
 DN9667.geopotential number by the normal gravity value computed on the
 DN9667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9667.degrees latitude (g = 980.6199 gals.).
 DN9667
 DN9667.The modeled gravity was interpolated from observed gravity values.
 DN9667
 DN9667;                    North         East    Units  Estimated Accuracy
 DN9667;SPC FL W     -   385,711.      248,647.      MT  (+/- 10 meters HH2 GPS)
 DN9667
 DN9667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5013876716(NAD 83)
 DN9667
 DN9667                          SUPERSEDED SURVEY CONTROL
 DN9667
 DN9667.No superseded survey control is available for this station.
 DN9667
 DN9667_MARKER: DD = SURVEY DISK
 DN9667_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9667_STAMPING: 23859 B 2010
 DN9667_MARK LOGO: SWFWMD
 DN9667_PROJECTION: FLUSH
 DN9667_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9667+STABILITY: SURFACE MOTION
 DN9667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9667+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2010
 DN9667_ROD/PIPE-DEPTH: 9.6 meters
 DN9667
 DN9667  HISTORY     - Date     Condition        Report By
 DN9667  HISTORY     - 20100722 MONUMENTED       FLDEP
 DN9667
 DN9667                          STATION DESCRIPTION
 DN9667
 DN9667'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9667'THE MARK IS ABOUT 5.6 MI (9.0 KM) SOUTH-SOUTHWEST OF HESPERIDES, 4.9
 DN9667'MI (7.9 KM) NORTH-NORTHEAST OF FROST PROOF, 1.6 MI (2.6 KM) SOUTHEAST
 DN9667'OF BABSON PARK, IN SECTION 3, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DN9667'
 DN9667'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9667'ROAD 640 ABOUT 4.5 MI (7.2 KM) SOUTH OF LAKE WALES, GO EAST ON COUNTY
 DN9667'ROAD 640 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROAD 17 (U.S.
 DN9667'HIGHWAY 27 ALTERNATE).  CONTINUE EAST AND SOUTH ON STATE ROAD 17 (U.S.
 DN9667'HIGHWAY 27 ALTERNATE) FOR 4.3 MI (6.9 KM) TO THE JUNCTION OF NORTH
 DN9667'LAKE MOODY ROAD.  CONTINUE SOUTH ON NORTH LAKE MOODY ROAD FOR 0.1 MI
 DN9667'(0.2 KM) TO THE INTERSECTION OF MURRAY ROAD.  TURN LEFT ON MURRAY ROAD
 DN9667'AND GO EAST FOR 1.5 MI (2.4 KM) TO A CURVE IN THE ROAD, A WELL SITE ON
 DN9667'THE LEFT AND THE MARK ON THE LEFT, A DISK SET ON THE TOP OF AN
 DN9667'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 31.5 FT (9.6 M) ENCASED
 DN9667'IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH CONCRETE AND SURROUNDED BY
 DN9667'CONCRETE, FLUSH WITH THE GROUND AND ABOUT 1.5 FT (0.5 M) BELOW THE
 DN9667'LEVEL OF MURRAY ROAD.
 DN9667'
 DN9667'LOCATED 60.7 FT (18.5 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DN9667'MURRAY ROAD, 40.5 FT (12.3 M) NORTHEAST OF SURVEY MARK 23859 B, 7.0 FT
 DN9667'(2.1 M) NORTHEAST OF THE EASTERNMOST WELL HEAD AND 4.4 FT (1.3 M)
 DN9667'NORTH OF A CARSONITE WITNESS POST.
 DN9667'
 DN9667'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9667'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9689 ***********************************************************************
 DN9689  DESIGNATION -  23861 A
 DN9689  PID         -  DN9689
 DN9689  STATE/COUNTY-  FL/POLK
 DN9689  COUNTRY     -  US
 DN9689  USGS QUAD   -  FROSTPROOF (2018)
 DN9689
 DN9689                         *CURRENT SURVEY CONTROL
 DN9689  ______________________________________________________________________
 DN9689* NAD 83(1986) POSITION- 27 44 02.3    (N) 081 35 34.5    (W)   HD_HELD2
 DN9689* NAVD 88 ORTHO HEIGHT -    50.179 (meters)      164.63  (feet) ADJUSTED
 DN9689  ______________________________________________________________________
 DN9689  GEOID HEIGHT    -        -26.055 (meters)                     GEOID18
 DN9689  DYNAMIC HEIGHT  -         50.104 (meters)      164.38  (feet) COMP
 DN9689  MODELED GRAVITY -    979,144.0   (mgal)                       NAVD 88
 DN9689
 DN9689  VERT ORDER      -  SECOND    CLASS I
 DN9689
 DN9689.The horizontal coordinates were established by autonomous hand held GPS
 DN9689.observations and have an estimated accuracy of +/- 10 meters.
 DN9689
 DN9689.The orthometric height was determined by differential leveling and
 DN9689.adjusted by the NATIONAL GEODETIC SURVEY
 DN9689.in December 2012.
 DN9689
 DN9689.No vertical observational check was made to the station.
 DN9689
 DN9689.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9689.GEOID18 height accuracy estimate available here.
 DN9689
 DN9689.Click photographs - Photos may exist for this station.
 DN9689
 DN9689.The dynamic height is computed by dividing the NAVD 88
 DN9689.geopotential number by the normal gravity value computed on the
 DN9689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9689.degrees latitude (g = 980.6199 gals.).
 DN9689
 DN9689.The modeled gravity was interpolated from observed gravity values.
 DN9689
 DN9689;                    North         East    Units  Estimated Accuracy
 DN9689;SPC FL W     -   376,797.      240,137.      MT  (+/- 10 meters HH2 GPS)
 DN9689
 DN9689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4155967874(NAD 83)
 DN9689
 DN9689                          SUPERSEDED SURVEY CONTROL
 DN9689
 DN9689.No superseded survey control is available for this station.
 DN9689
 DN9689_MARKER: DD = SURVEY DISK
 DN9689_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9689_STAMPING: 23861 A 2010
 DN9689_MARK LOGO: SWFWMD
 DN9689_PROJECTION: FLUSH
 DN9689_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9689_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9689+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2010
 DN9689_ROD/PIPE-DEPTH: 6.6 meters
 DN9689
 DN9689  HISTORY     - Date     Condition        Report By
 DN9689  HISTORY     - 20100725 MONUMENTED       FLDEP
 DN9689  HISTORY     - 20190227 GOOD             SWFWMD
 DN9689
 DN9689                          STATION DESCRIPTION
 DN9689
 DN9689'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9689'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF BABSON PARK, 5.4
 DN9689'MI (8.7 KM) NORTH-NORTHEAST OF BEREAH, 3.9 MI (6.3 KM) WEST-SOUTHWEST
 DN9689'OF FROST PROOF, IN SECTION 35, TOWNSHIP 31 SOUTH, RANGE 27 EAST.
 DN9689'
 DN9689'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, U.S.
 DN9689'HIGHWAY 98 AND STATE ROAD 700 IN WEST FROST PROOF, GO WEST ON U.S.
 DN9689'HIGHWAY 98 FOR 1.2 MI (1.9 KM) TO THE DIVISION OF FORESTRY FIRE TOWER
 DN9689'AT 1100 U.S. HIGHWAY 98 ON THE RIGHT AND THE MARK ON THE RIGHT, A DISK
 DN9689'SET ON THE TOP OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 21.7
 DN9689'FT (6.6 M) ENCASED IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH CONCRETE
 DN9689'AND SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND LEVEL WITH U.S.
 DN9689'HIGHWAY 98.
 DN9689'
 DN9689'LOCATED 127.8 FT (39.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF U.S.
 DN9689'HIGHWAY 98, 32.0 FT (9.8 M) SOUTHEAST OF SURVEY MARK 23861 B, 28.3 FT
 DN9689'(8.6 M) SOUTH-SOUTHEAST OF A WOODEN POWER POLE WITH A METER ATTACHED,
 DN9689'1.9 FT (0.6 M) SOUTH-SOUTHEAST OF THE SOUTHWEST CHAIN LINK FENCE
 DN9689'CORNER POST, 1.8 FT (0.5 M) SOUTH OF A CHAIN LINK FENCE AND 1.4 FT
 DN9689'(0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DN9689'
 DN9689'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9689'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DN9689
 DN9689                          STATION RECOVERY (2019)
 DN9689
 DN9689'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (WJO)
 DN9689'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9690 ***********************************************************************
 DN9690  DESIGNATION -  23861 B
 DN9690  PID         -  DN9690
 DN9690  STATE/COUNTY-  FL/POLK
 DN9690  COUNTRY     -  US
 DN9690  USGS QUAD   -  FROSTPROOF (2018)
 DN9690
 DN9690                         *CURRENT SURVEY CONTROL
 DN9690  ______________________________________________________________________
 DN9690* NAD 83(1986) POSITION- 27 44 02.6    (N) 081 35 34.9    (W)   HD_HELD2
 DN9690* NAVD 88 ORTHO HEIGHT -    50.137 (meters)      164.49  (feet) ADJUSTED
 DN9690  ______________________________________________________________________
 DN9690  GEOID HEIGHT    -        -26.055 (meters)                     GEOID18
 DN9690  DYNAMIC HEIGHT  -         50.061 (meters)      164.24  (feet) COMP
 DN9690  MODELED GRAVITY -    979,144.0   (mgal)                       NAVD 88
 DN9690
 DN9690  VERT ORDER      -  SECOND    CLASS I
 DN9690
 DN9690.The horizontal coordinates were established by autonomous hand held GPS
 DN9690.observations and have an estimated accuracy of +/- 10 meters.
 DN9690
 DN9690.The orthometric height was determined by differential leveling and
 DN9690.adjusted by the NATIONAL GEODETIC SURVEY
 DN9690.in December 2012.
 DN9690
 DN9690.No vertical observational check was made to the station.
 DN9690
 DN9690.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9690.GEOID18 height accuracy estimate available here.
 DN9690
 DN9690.Click photographs - Photos may exist for this station.
 DN9690
 DN9690.The dynamic height is computed by dividing the NAVD 88
 DN9690.geopotential number by the normal gravity value computed on the
 DN9690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9690.degrees latitude (g = 980.6199 gals.).
 DN9690
 DN9690.The modeled gravity was interpolated from observed gravity values.
 DN9690
 DN9690;                    North         East    Units  Estimated Accuracy
 DN9690;SPC FL W     -   376,806.      240,126.      MT  (+/- 10 meters HH2 GPS)
 DN9690
 DN9690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4154867883(NAD 83)
 DN9690
 DN9690                          SUPERSEDED SURVEY CONTROL
 DN9690
 DN9690.No superseded survey control is available for this station.
 DN9690
 DN9690_MARKER: DD = SURVEY DISK
 DN9690_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9690_STAMPING: 23861 B 2010
 DN9690_MARK LOGO: SWFWMD
 DN9690_PROJECTION: FLUSH
 DN9690_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9690+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2010
 DN9690_ROD/PIPE-DEPTH: 5.5 meters
 DN9690
 DN9690  HISTORY     - Date     Condition        Report By
 DN9690  HISTORY     - 20100725 MONUMENTED       FLDEP
 DN9690  HISTORY     - 20190227 GOOD             SWFWMD
 DN9690
 DN9690                          STATION DESCRIPTION
 DN9690
 DN9690'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9690'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTH-SOUTHWEST OF BABSON PARK, 5.4
 DN9690'MI (8.7 KM) NORTH-NORTHEAST OF BEREAH, 3.9 MI (6.3 KM) WEST-SOUTHWEST
 DN9690'OF FROST PROOF, IN SECTION 35, TOWNSHIP 31 SOUTH, RANGE 27 EAST.
 DN9690'
 DN9690'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, U.S.
 DN9690'HIGHWAY 98 AND STATE ROAD 700 IN WEST FROST PROOF, GO WEST ON U.S.
 DN9690'HIGHWAY 98 FOR 1.2 MI (1.9 KM) TO THE DIVISION OF FORESTRY FIRE TOWER
 DN9690'AT 1100 U.S. HIGHWAY 98 ON THE RIGHT AND THE MARK ON THE RIGHT, A DISK
 DN9690'SET ON THE TOP OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 18.1
 DN9690'FT (5.5 M) ENCASED IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH CONCRETE
 DN9690'AND SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND LEVEL WITH U.S.
 DN9690'HIGHWAY 98.
 DN9690'
 DN9690'LOCATED 155.5 FT (47.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF U.S.
 DN9690'HIGHWAY 98, 32.0 FT (9.8 M) NORTHWEST OF SURVEY MARK 23861 A, 28.0 FT
 DN9690'(8.5 M) WEST-SOUTHWEST OF WELL HEAD 23861, 7.3 FT (2.2 M) WEST OF A
 DN9690'WOODEN POWER POLE WITH A METER ATTACHED AND 1.8 FT (0.5 M) SOUTH OF A
 DN9690'CARSONITE WITNESS POST.
 DN9690'
 DN9690'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9690'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DN9690
 DN9690                          STATION RECOVERY (2019)
 DN9690
 DN9690'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (WJO)
 DN9690'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9684 ***********************************************************************
 DN9684  DESIGNATION -  23862 A
 DN9684  PID         -  DN9684
 DN9684  STATE/COUNTY-  FL/POLK
 DN9684  COUNTRY     -  US
 DN9684  USGS QUAD   -  BABSON PARK (2018)
 DN9684
 DN9684                         *CURRENT SURVEY CONTROL
 DN9684  ______________________________________________________________________
 DN9684* NAD 83(1986) POSITION- 27 45 21.7    (N) 081 34 08.0    (W)   HD_HELD2
 DN9684* NAVD 88 ORTHO HEIGHT -    39.982 (meters)      131.17  (feet) ADJUSTED
 DN9684  ______________________________________________________________________
 DN9684  GEOID HEIGHT    -        -26.183 (meters)                     GEOID18
 DN9684  DYNAMIC HEIGHT  -         39.921 (meters)      130.97  (feet) COMP
 DN9684  MODELED GRAVITY -    979,143.5   (mgal)                       NAVD 88
 DN9684
 DN9684  VERT ORDER      -  SECOND    CLASS I
 DN9684
 DN9684.The horizontal coordinates were established by autonomous hand held GPS
 DN9684.observations and have an estimated accuracy of +/- 10 meters.
 DN9684
 DN9684.The orthometric height was determined by differential leveling and
 DN9684.adjusted by the NATIONAL GEODETIC SURVEY
 DN9684.in December 2012.
 DN9684
 DN9684.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9684.GEOID18 height accuracy estimate available here.
 DN9684
 DN9684.Click photographs - Photos may exist for this station.
 DN9684
 DN9684.The dynamic height is computed by dividing the NAVD 88
 DN9684.geopotential number by the normal gravity value computed on the
 DN9684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9684.degrees latitude (g = 980.6199 gals.).
 DN9684
 DN9684.The modeled gravity was interpolated from observed gravity values.
 DN9684
 DN9684;                    North         East    Units  Estimated Accuracy
 DN9684;SPC FL W     -   379,249.      242,498.      MT  (+/- 10 meters HH2 GPS)
 DN9684
 DN9684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4393970306(NAD 83)
 DN9684
 DN9684                          SUPERSEDED SURVEY CONTROL
 DN9684
 DN9684.No superseded survey control is available for this station.
 DN9684
 DN9684_MARKER: DD = SURVEY DISK
 DN9684_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9684_STAMPING: 23862 A 2010
 DN9684_MARK LOGO: SWFWMD
 DN9684_PROJECTION: FLUSH
 DN9684_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9684+STABILITY: SURFACE MOTION
 DN9684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9684+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2010
 DN9684_ROD/PIPE-DEPTH: 6.5 meters
 DN9684
 DN9684  HISTORY     - Date     Condition        Report By
 DN9684  HISTORY     - 20100724 MONUMENTED       FLDEP
 DN9684
 DN9684                          STATION DESCRIPTION
 DN9684
 DN9684'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9684'THE MARK IS ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF BEREAH, 5.9 MI
 DN9684'(9.5 KM) SOUTH-SOUTHWEST OF BABSON PARK, 2.4 MI (3.9 KM)
 DN9684'WEST-NORTHWEST OF FROST PROOF, IN SECTION 25, TOWNSHIP 31 SOUTH, RANGE
 DN9684'27 EAST.
 DN9684'
 DN9684'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9684'ROAD 630A ABOUT 3.5 MI (5.6 KM) WEST OF FROST PROOF, GO EAST ON COUNTY
 DN9684'ROAD 630A FOR 1.15 MI (1.9 KM) TO THE INTERSECTION OF ARMBRUSTER COURT
 DN9684'ON THE RIGHT AND A DRIVEWAY LEADING TO THE POLK COUNTY MAINTENANCE
 DN9684'UNIT NUMBER 6 AT 348 COUNTY ROAD 630A ON THE LEFT.  TURN LEFT ON THE
 DN9684'DRIVEWAY AND GO NORTH APPROXIMATELY 180.0 FT (54.9 M) TO A CHAIN LINK
 DN9684'FENCE GATE AND THE MARK ON THE RIGHT, A DISK SET ON THE TOP OF AN
 DN9684'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 21.2 FT (6.5 M) ENCASED
 DN9684'IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH CONCRETE AND SURROUNDED BY
 DN9684'CONCRETE, FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY.
 DN9684'
 DN9684'LOCATED 186.2 FT (56.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DN9684'COUNTY ROAD 630A, 117.5 FT (35.8 M) SOUTHWEST OF SURVEY MARK 23862 B,
 DN9684'36.1 FT (11.0 M) EAST OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY,
 DN9684'36.1 FT (11.0 M) EAST OF THE APPROXIMATE CENTER OF A CHAIN LINK FENCE
 DN9684'GATE, 2.5 FT (0.8 M) NORTH OF A CHAIN LINK FENCE AND 2.0 FT (0.6 M)
 DN9684'NORTH OF A CARSONITE WITNESS POST.
 DN9684'
 DN9684'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9684'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9685 ***********************************************************************
 DN9685  DESIGNATION -  23862 B
 DN9685  PID         -  DN9685
 DN9685  STATE/COUNTY-  FL/POLK
 DN9685  COUNTRY     -  US
 DN9685  USGS QUAD   -  BABSON PARK (2018)
 DN9685
 DN9685                         *CURRENT SURVEY CONTROL
 DN9685  ______________________________________________________________________
 DN9685* NAD 83(1986) POSITION- 27 45 22.2    (N) 081 34 06.7    (W)   HD_HELD2
 DN9685* NAVD 88 ORTHO HEIGHT -    39.384 (meters)      129.21  (feet) ADJUSTED
 DN9685  ______________________________________________________________________
 DN9685  GEOID HEIGHT    -        -26.185 (meters)                     GEOID18
 DN9685  DYNAMIC HEIGHT  -         39.324 (meters)      129.02  (feet) COMP
 DN9685  MODELED GRAVITY -    979,143.5   (mgal)                       NAVD 88
 DN9685
 DN9685  VERT ORDER      -  SECOND    CLASS I
 DN9685
 DN9685.The horizontal coordinates were established by autonomous hand held GPS
 DN9685.observations and have an estimated accuracy of +/- 10 meters.
 DN9685
 DN9685.The orthometric height was determined by differential leveling and
 DN9685.adjusted by the NATIONAL GEODETIC SURVEY
 DN9685.in December 2012.
 DN9685
 DN9685.No vertical observational check was made to the station.
 DN9685
 DN9685.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9685.GEOID18 height accuracy estimate available here.
 DN9685
 DN9685.Click photographs - Photos may exist for this station.
 DN9685
 DN9685.The dynamic height is computed by dividing the NAVD 88
 DN9685.geopotential number by the normal gravity value computed on the
 DN9685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9685.degrees latitude (g = 980.6199 gals.).
 DN9685
 DN9685.The modeled gravity was interpolated from observed gravity values.
 DN9685
 DN9685;                    North         East    Units  Estimated Accuracy
 DN9685;SPC FL W     -   379,264.      242,533.      MT  (+/- 10 meters HH2 GPS)
 DN9685
 DN9685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4397570321(NAD 83)
 DN9685
 DN9685                          SUPERSEDED SURVEY CONTROL
 DN9685
 DN9685.No superseded survey control is available for this station.
 DN9685
 DN9685_MARKER: DD = SURVEY DISK
 DN9685_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9685_STAMPING: 23862 B 2010
 DN9685_MARK LOGO: SWFWMD
 DN9685_PROJECTION: FLUSH
 DN9685_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9685+STABILITY: SURFACE MOTION
 DN9685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9685+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2010
 DN9685_ROD/PIPE-DEPTH: 8.3 meters
 DN9685
 DN9685  HISTORY     - Date     Condition        Report By
 DN9685  HISTORY     - 20100724 MONUMENTED       FLDEP
 DN9685
 DN9685                          STATION DESCRIPTION
 DN9685
 DN9685'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9685'THE MARK IS ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF BEREAH, 5.9 MI
 DN9685'(9.5 KM) SOUTH-SOUTHWEST OF BABSON PARK, 2.4 MI (3.9 KM)
 DN9685'WEST-NORTHWEST OF FROST PROOF, IN SECTION 25, TOWNSHIP 31 SOUTH, RANGE
 DN9685'27 EAST.
 DN9685'
 DN9685'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9685'ROAD 630A ABOUT 3.5 MI (5.6 KM) WEST OF FROST PROOF, GO EAST ON COUNTY
 DN9685'ROAD 630A FOR 1.15 MI (1.9 KM) TO THE INTERSECTION OF ARMBRUSTER COURT
 DN9685'ON THE RIGHT AND A DRIVEWAY LEADING TO THE POLK COUNTY MAINTENANCE
 DN9685'UNIT NUMBER 6 AT 348 COUNTY ROAD 630A ON THE LEFT.  TURN LEFT ON THE
 DN9685'DRIVEWAY AND GO NORTH APPROXIMATELY 150.0 FT (45.7 M) THROUGH A CHAIN
 DN9685'LINK FENCE GATE AND THE MARK ON THE RIGHT NEAR THE EAST FENCE LINE OF
 DN9685'THE COMPOUND, A DISK SET ON THE TOP OF AN ALUMINUM ROD DRIVEN TO
 DN9685'REFUSAL AT A DEPTH OF 27.3 FT (8.3 M) ENCASED IN A 6-INCH (15 CM) PVC
 DN9685'PIPE, FILLED WITH CONCRETE AND SURROUNDED BY CONCRETE, FLUSH WITH THE
 DN9685'GROUND AND LEVEL WITH THE DRIVEWAY.
 DN9685'
 DN9685'LOCATED 117.5 FT (35.8 M) NORTHEAST OF SURVEY MARK 23862 A, 71.3 FT
 DN9685'(21.7 M) SOUTH OF A WOODEN POWER POLE, 13.2 FT (4.0 M) NORTH-NORTHEAST
 DN9685'OF WELL HEAD 23862, 1.8 FT (0.5 M) WEST OF A CHAIN LINK FENCE AND 1.5
 DN9685'FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
 DN9685'
 DN9685'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9685'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9686 ***********************************************************************
 DN9686  DESIGNATION -  23863 A
 DN9686  PID         -  DN9686
 DN9686  STATE/COUNTY-  FL/POLK
 DN9686  COUNTRY     -  US
 DN9686  USGS QUAD   -  BABSON PARK (2018)
 DN9686
 DN9686                         *CURRENT SURVEY CONTROL
 DN9686  ______________________________________________________________________
 DN9686* NAD 83(1986) POSITION- 27 45 45.2    (N) 081 34 23.5    (W)   HD_HELD2
 DN9686* NAVD 88 ORTHO HEIGHT -    37.277 (meters)      122.30  (feet) ADJUSTED
 DN9686  ______________________________________________________________________
 DN9686  GEOID HEIGHT    -        -26.188 (meters)                     GEOID18
 DN9686  DYNAMIC HEIGHT  -         37.221 (meters)      122.12  (feet) COMP
 DN9686  MODELED GRAVITY -    979,144.2   (mgal)                       NAVD 88
 DN9686
 DN9686  VERT ORDER      -  SECOND    CLASS I
 DN9686
 DN9686.The horizontal coordinates were established by autonomous hand held GPS
 DN9686.observations and have an estimated accuracy of +/- 10 meters.
 DN9686
 DN9686.The orthometric height was determined by differential leveling and
 DN9686.adjusted by the NATIONAL GEODETIC SURVEY
 DN9686.in December 2012.
 DN9686
 DN9686.No vertical observational check was made to the station.
 DN9686
 DN9686.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9686.GEOID18 height accuracy estimate available here.
 DN9686
 DN9686.Click photographs - Photos may exist for this station.
 DN9686
 DN9686.The dynamic height is computed by dividing the NAVD 88
 DN9686.geopotential number by the normal gravity value computed on the
 DN9686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9686.degrees latitude (g = 980.6199 gals.).
 DN9686
 DN9686.The modeled gravity was interpolated from observed gravity values.
 DN9686
 DN9686;                    North         East    Units  Estimated Accuracy
 DN9686;SPC FL W     -   379,971.      242,071.      MT  (+/- 10 meters HH2 GPS)
 DN9686
 DN9686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4351871031(NAD 83)
 DN9686
 DN9686                          SUPERSEDED SURVEY CONTROL
 DN9686
 DN9686.No superseded survey control is available for this station.
 DN9686
 DN9686_MARKER: DD = SURVEY DISK
 DN9686_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9686_STAMPING: 23863 A 2010
 DN9686_MARK LOGO: SWFWMD
 DN9686_PROJECTION: FLUSH
 DN9686_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9686+STABILITY: SURFACE MOTION
 DN9686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9686+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2010
 DN9686_ROD/PIPE-DEPTH: 5.9 meters
 DN9686
 DN9686  HISTORY     - Date     Condition        Report By
 DN9686  HISTORY     - 20100725 MONUMENTED       FLDEP
 DN9686
 DN9686                          STATION DESCRIPTION
 DN9686
 DN9686'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9686'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTH-NORTHEAST OF BEREAH, 5.7 MI
 DN9686'(9.2 KM) SOUTH-SOUTHWEST OF BABSON PARK, 2.8 MI (4.5 KM)
 DN9686'WEST-NORTHWEST OF FROST PROOF, IN SECTION 25, TOWNSHIP 31 SOUTH, RANGE
 DN9686'27 EAST.
 DN9686'
 DN9686'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9686'ROAD 630A ABOUT 3.5 MI (5.6 KM) WEST OF FROST PROOF, GO EAST ON COUNTY
 DN9686'ROAD 630A FOR 0.95 MI (1.5 KM) TO THE JUNCTION OF KEEN PARK ROAD ON
 DN9686'THE LEFT.  TURN LEFT ON KEEN PARK ROAD AND GO NORTH FOR 0.45 MI (0.7
 DN9686'KM) TO A SHARP CURVE IN THE ROAD AND A BOAT LANDING ENTRANCE.
 DN9686'CONTINUE NORTH ON THE LANDING ROAD FOR 0.05 MI (0.1 KM) TO A WELL SITE
 DN9686'ON THE LEFT AND THE MARK ON THE LEFT, A DISK SET ON THE TOP OF AN
 DN9686'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.5 FT (5.9 M) ENCASED
 DN9686'IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH CONCRETE AND SURROUNDED BY
 DN9686'CONCRETE, FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY.
 DN9686'
 DN9686'LOCATED 189.9 FT (57.9 M) SOUTHWEST OF SURVEY MARK 23863 B, 127.8 FT
 DN9686'(39.0 M) WEST OF THE APPROXIMATE CENTERLINE OF THE MAIN DRIVEWAY
 DN9686'LEADING TO THE BOAT RAMP, 3.2 FT (1.0 M) SOUTHWEST OF THE SOUTHEAST
 DN9686'CHAIN LINK FENCE CORNER POST, 2.0 FT (0.6 M) SOUTH OF A CHAIN LINK
 DN9686'FENCE AND 1.8 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 DN9686'
 DN9686'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9686'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9687 ***********************************************************************
 DN9687  DESIGNATION -  23863 B
 DN9687  PID         -  DN9687
 DN9687  STATE/COUNTY-  FL/POLK
 DN9687  COUNTRY     -  US
 DN9687  USGS QUAD   -  BABSON PARK (2018)
 DN9687
 DN9687                         *CURRENT SURVEY CONTROL
 DN9687  ______________________________________________________________________
 DN9687* NAD 83(1986) POSITION- 27 45 47.0    (N) 081 34 22.2    (W)   HD_HELD2
 DN9687* NAVD 88 ORTHO HEIGHT -    36.364 (meters)      119.30  (feet) ADJUSTED
 DN9687  ______________________________________________________________________
 DN9687  GEOID HEIGHT    -        -26.190 (meters)                     GEOID18
 DN9687  DYNAMIC HEIGHT  -         36.310 (meters)      119.13  (feet) COMP
 DN9687  MODELED GRAVITY -    979,144.2   (mgal)                       NAVD 88
 DN9687
 DN9687  VERT ORDER      -  SECOND    CLASS I
 DN9687
 DN9687.The horizontal coordinates were established by autonomous hand held GPS
 DN9687.observations and have an estimated accuracy of +/- 10 meters.
 DN9687
 DN9687.The orthometric height was determined by differential leveling and
 DN9687.adjusted by the NATIONAL GEODETIC SURVEY
 DN9687.in December 2012.
 DN9687
 DN9687.No vertical observational check was made to the station.
 DN9687
 DN9687.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9687.GEOID18 height accuracy estimate available here.
 DN9687
 DN9687.Click photographs - Photos may exist for this station.
 DN9687
 DN9687.The dynamic height is computed by dividing the NAVD 88
 DN9687.geopotential number by the normal gravity value computed on the
 DN9687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9687.degrees latitude (g = 980.6199 gals.).
 DN9687
 DN9687.The modeled gravity was interpolated from observed gravity values.
 DN9687
 DN9687;                    North         East    Units  Estimated Accuracy
 DN9687;SPC FL W     -   380,026.      242,106.      MT  (+/- 10 meters HH2 GPS)
 DN9687
 DN9687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4355471086(NAD 83)
 DN9687
 DN9687                          SUPERSEDED SURVEY CONTROL
 DN9687
 DN9687.No superseded survey control is available for this station.
 DN9687
 DN9687_MARKER: DD = SURVEY DISK
 DN9687_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9687_STAMPING: 23863 B 2010
 DN9687_MARK LOGO: SWFWMD
 DN9687_PROJECTION: FLUSH
 DN9687_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9687+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2020
 DN9687_ROD/PIPE-DEPTH: 3.6 meters
 DN9687
 DN9687  HISTORY     - Date     Condition        Report By
 DN9687  HISTORY     - 20100725 MONUMENTED       FLDEP
 DN9687  HISTORY     - 20200521 GOOD             PICKET
 DN9687
 DN9687                          STATION DESCRIPTION
 DN9687
 DN9687'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9687'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTH-NORTHEAST OF BEREAH, 5.7 MI
 DN9687'(9.2 KM) SOUTH-SOUTHWEST OF BABSON PARK, 2.8 MI (4.5 KM)
 DN9687'WEST-NORTHWEST OF FROST PROOF IN SECTION 24, TOWNSHIP 31 SOUTH, RANGE
 DN9687'27 EAST.
 DN9687'
 DN9687'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9687'ROAD 630A ABOUT 3.5 MI (5.6 KM) WEST OF FROST PROOF, GO EAST ON COUNTY
 DN9687'ROAD 630A FOR 0.95 MI (1.5 KM) TO THE JUNCTION OF KEEN PARK ROAD ON
 DN9687'THE LEFT.  TURN LEFT ON KEEN PARK ROAD AND GO NORTH FOR 0.45 MI (0.7
 DN9687'KM) TO A SHARP CURVE IN THE ROAD AND A BOAT LANDING ENTRANCE.
 DN9687'CONTINUE NORTH ON THE LANDING ROAD FOR 1.0 MI (1.6 KM) TO THE
 DN9687'NORTHERNMOST PART OF THE PARKING AREA AND THE MARK SET ALONG A 3-RAIL
 DN9687'WOODEN FENCE, A DISK SET ON THE TOP OF AN ALUMINUM ROD DRIVEN TO
 DN9687'REFUSAL AT A DEPTH OF 11.9 FT (3.6 M) ENCASED IN A 6-INCH (15 CM) PVC
 DN9687'PIPE, FILLED WITH CONCRETE AND SURROUNDED BY CONCRETE, FLUSH WITH THE
 DN9687'GROUND AND LEVEL WITH THE DRIVEWAY.
 DN9687'
 DN9687'LOCATED 189.9 FT (57.9 M) NORTHEAST OF SURVEY MARK 23863 A, 68.8 FT
 DN9687'(21.0 M) EAST OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP, 4.5 FT
 DN9687'(1.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF A CONCRETE SIDEWALK,
 DN9687'1.7 FT (0.5 M) SOUTH OF A 3-RAIL WOODEN FENCE AND 1.5 FT (0.5 M) SOUTH
 DN9687'OF A CARSONITE WITNESS POST.
 DN9687'
 DN9687'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9687'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DN9687
 DN9687                          STATION RECOVERY (2020)
 DN9687
 DN9687'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2020 (GP)
 DN9687'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8959 ***********************************************************************
 DO8959  DESIGNATION -  23871 A
 DO8959  PID         -  DO8959
 DO8959  STATE/COUNTY-  FL/POLK
 DO8959  COUNTRY     -  US
 DO8959  USGS QUAD   -  HESPERIDES (2018)
 DO8959
 DO8959                         *CURRENT SURVEY CONTROL
 DO8959  ______________________________________________________________________
 DO8959* NAD 83(1986) POSITION- 27 53 53.0    (N) 081 28 05.5    (W)   HD_HELD2
 DO8959* NAVD 88 ORTHO HEIGHT -    32.139 (meters)      105.44  (feet) ADJUSTED
 DO8959  ______________________________________________________________________
 DO8959  GEOID HEIGHT    -        -26.842 (meters)                     GEOID18
 DO8959  DYNAMIC HEIGHT  -         32.091 (meters)      105.29  (feet) COMP
 DO8959  MODELED GRAVITY -    979,146.9   (mgal)                       NAVD 88
 DO8959
 DO8959  VERT ORDER      -  FIRST     CLASS II
 DO8959
 DO8959.The horizontal coordinates were established by autonomous hand held GPS
 DO8959.observations and have an estimated accuracy of +/- 10 meters.
 DO8959
 DO8959.The orthometric height was determined by differential leveling and
 DO8959.adjusted by the NATIONAL GEODETIC SURVEY
 DO8959.in December 2013.
 DO8959
 DO8959.No vertical observational check was made to the station.
 DO8959
 DO8959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8959.GEOID18 height accuracy estimate available here.
 DO8959
 DO8959.Click photographs - Photos may exist for this station.
 DO8959
 DO8959.The dynamic height is computed by dividing the NAVD 88
 DO8959.geopotential number by the normal gravity value computed on the
 DO8959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8959.degrees latitude (g = 980.6199 gals.).
 DO8959
 DO8959.The modeled gravity was interpolated from observed gravity values.
 DO8959
 DO8959;                    North         East    Units  Estimated Accuracy
 DO8959;SPC FL W     -   395,026.      252,356.      MT  (+/- 10 meters HH2 GPS)
 DO8959
 DO8959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5392285997(NAD 83)
 DO8959
 DO8959                          SUPERSEDED SURVEY CONTROL
 DO8959
 DO8959.No superseded survey control is available for this station.
 DO8959
 DO8959_MARKER: DD = SURVEY DISK
 DO8959_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO8959_SP_SET: SHELTER SLAB
 DO8959_STAMPING: 23871 A 2012
 DO8959_MARK LOGO: FLDEP
 DO8959_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8959_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO8959_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8959+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2012
 DO8959
 DO8959  HISTORY     - Date     Condition        Report By
 DO8959  HISTORY     - 20121114 MONUMENTED       FLDEP
 DO8959
 DO8959                          STATION DESCRIPTION
 DO8959
 DO8959'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8959'THE MARK IS ABOUT 7.2 MI (11.6 KM) EAST OF LAKE WALES, 5.7 MI (9.2 KM)
 DO8959'NORTHEAST OF BABSON PARK, 1.1 MI (1.8 KM) NORTH-NORTHWEST OF
 DO8959'HESPERIDES, IN SECTION 1, TOWNSHIP 30 SOUTH, RANGE 28 EAST.
 DO8959'
 DO8959'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO8959'HIGHWAY 27 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 7.5 MI (12.1
 DO8959'KM) TO THE JUNCTION OF SADDLEBAG LAKE ROAD ON THE LEFT.  TURN LEFT ON
 DO8959'SADDLEBAG LAKE ROAD AND GO NORTH AND EAST FOR 0.4 MI (0.6 KM) TO A
 DO8959'SECURITY GATE AT SADDLEBAG LAKE RESORT AND THE START OF SADDLEBAG
 DO8959'TRAIL.  CONTINUE NORTH AND NORTHEAST ON SADDLEBAG TRAIL FOR 0.25 MI
 DO8959'(0.4 KM) TO THE JUNCTION OF BEAVERKILL DRIVE ON THE RIGHT.  TURN RIGHT
 DO8959'ON BEAVERKILL DRIVE AND GO SOUTH FOR 0.05 MI (0.1 KM) TO THE JUNCTION
 DO8959'OF ROYAL COACHMAN STREET ON THE LEFT.  TURN LEFT ON ROYAL COACHMAN
 DO8959'STREET AND GO SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF
 DO8959'BEAVERKILL DRIVE.  TURN LEFT ON BEAVERKILL DRIVE AND GO EAST FOR 0.05
 DO8959'MI (0.1 KM) TO A PAVED PARKING LOT ON THE RIGHT.  TURN RIGHT AND GO
 DO8959'SOUTHEAST FOR ABOUT 240.0 FT (73.2 M) TO THE NORTHWESTERN MOST OF 3
 DO8959'PICNIC SHELTERS AND THE MARK, SET IN THE TOP OF A CONCRETE PICNIC
 DO8959'SHELTER SLAB LEVEL WITH THE PARKING LOT.
 DO8959'
 DO8959'LOCATED 116.2 FT (35.4 M) WEST-NORTHWEST OF SURVEY MARK 25237 A, 88.0
 DO8959'FT (26.8 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE ASPHALT PARKING
 DO8959'LOT, 78.9 FT (24.0 M) SOUTH OF THE SOUTHWEST CORNER OF THE RESTROOM
 DO8959'AND MAINTENANCE BUILDING AND 9.1 FT (2.8 M) NORTH OF THE SOUTHWEST
 DO8959'CORNER OF THE CONCRETE PICNIC SHELTER SLAB.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8960 ***********************************************************************
 DO8960  DESIGNATION -  23871 B
 DO8960  PID         -  DO8960
 DO8960  STATE/COUNTY-  FL/POLK
 DO8960  COUNTRY     -  US
 DO8960  USGS QUAD   -  HESPERIDES (2018)
 DO8960
 DO8960                         *CURRENT SURVEY CONTROL
 DO8960  ______________________________________________________________________
 DO8960* NAD 83(1986) POSITION- 27 53 52.8    (N) 081 28 04.2    (W)   HD_HELD2
 DO8960* NAVD 88 ORTHO HEIGHT -    31.309 (meters)      102.72  (feet) ADJUSTED
 DO8960  ______________________________________________________________________
 DO8960  GEOID HEIGHT    -        -26.843 (meters)                     GEOID18
 DO8960  DYNAMIC HEIGHT  -         31.262 (meters)      102.57  (feet) COMP
 DO8960  MODELED GRAVITY -    979,146.9   (mgal)                       NAVD 88
 DO8960
 DO8960  VERT ORDER      -  FIRST     CLASS II
 DO8960
 DO8960.The horizontal coordinates were established by autonomous hand held GPS
 DO8960.observations and have an estimated accuracy of +/- 10 meters.
 DO8960
 DO8960.The orthometric height was determined by differential leveling and
 DO8960.adjusted by the NATIONAL GEODETIC SURVEY
 DO8960.in December 2013.
 DO8960
 DO8960.No vertical observational check was made to the station.
 DO8960
 DO8960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8960.GEOID18 height accuracy estimate available here.
 DO8960
 DO8960.Click photographs - Photos may exist for this station.
 DO8960
 DO8960.The dynamic height is computed by dividing the NAVD 88
 DO8960.geopotential number by the normal gravity value computed on the
 DO8960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8960.degrees latitude (g = 980.6199 gals.).
 DO8960
 DO8960.The modeled gravity was interpolated from observed gravity values.
 DO8960
 DO8960;                    North         East    Units  Estimated Accuracy
 DO8960;SPC FL W     -   395,020.      252,391.      MT  (+/- 10 meters HH2 GPS)
 DO8960
 DO8960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5395785991(NAD 83)
 DO8960
 DO8960                          SUPERSEDED SURVEY CONTROL
 DO8960
 DO8960.No superseded survey control is available for this station.
 DO8960
 DO8960_MARKER: DD = SURVEY DISK
 DO8960_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8960_STAMPING: 23871 B 2012
 DO8960_MARK LOGO: SWFWMD
 DO8960_PROJECTION: FLUSH
 DO8960_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8960+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2012
 DO8960_ROD/PIPE-DEPTH: 10.8 meters
 DO8960
 DO8960  HISTORY     - Date     Condition        Report By
 DO8960  HISTORY     - 20121114 MONUMENTED       FLDEP
 DO8960
 DO8960                          STATION DESCRIPTION
 DO8960
 DO8960'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8960'THE MARK IS ABOUT 7.2 MI (11.6 KM) EAST OF LAKE WALES, 5.7 MI (9.2 KM)
 DO8960'NORTHEAST OF BABSON PARK, 1.1 MI (1.8 KM) NORTH-NORTHWEST OF
 DO8960'HESPERIDES, IN SECTION 1, TOWNSHIP 30 SOUTH, RANGE 28 EAST.
 DO8960'
 DO8960'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO8960'HIGHWAY 27 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 7.5 MI (12.1
 DO8960'KM) TO THE JUNCTION OF SADDLEBAG LAKE ROAD ON THE LEFT.  TURN LEFT ON
 DO8960'SADDLEBAG LAKE ROAD AND GO NORTH AND EAST FOR 0.4 MI (0.6 KM) TO A
 DO8960'SECURITY GATE AT SADDLEBAG LAKE RESORT AND THE START OF SADDLEBAG
 DO8960'TRAIL.  CONTINUE NORTH AND NORTHEAST ON SADDLEBAG TRAIL FOR 0.25 MI
 DO8960'(0.4 KM) TO THE JUNCTION OF BEAVERKILL DRIVE ON THE RIGHT.  TURN RIGHT
 DO8960'ON BEAVERKILL DRIVE AND GO SOUTH FOR 0.05 MI (0.1 KM) TO THE JUNCTION
 DO8960'OF ROYAL COACHMAN STREET ON THE LEFT.  TURN LEFT ON ROYAL COACHMAN
 DO8960'STREET AND GO SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF
 DO8960'BEAVERKILL DRIVE.  TURN LEFT ON BEAVERKILL DRIVE AND GO EAST FOR 0.05
 DO8960'MI (0.1 KM) TO A PAVED PARKING LOT ON THE RIGHT.  TURN RIGHT AND GO
 DO8960'SOUTHEAST FOR ABOUT 350.0 FT (106.7 M) TO A SWIMMING AREA AND THE
 DO8960'MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 35.4 FT (10.8 M)
 DO8960'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO8960'0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND.
 DO8960'
 DO8960'LOCATED 155.9 FT (47.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DO8960'RESTROOM AND MAINTENANCE BUILDING, 116.2 FT (35.4 M) EAST-SOUTHEAST OF
 DO8960'SURVEY MARK 25237 A, 83.7 FT (25.5 M) SOUTHWEST OF A STAFF GAUGE, 30.0
 DO8960'FT (9.1 M) SOUTHEAST OF A 6-INCH (15 CM) DIAMETER LIVE OAK TREE, 2.7
 DO8960'FT (0.8 M) WEST OF A WOODEN SIGN POST AND 2.5 FT (0.8 M) WEST OF A
 DO8960'CARSONITE WITNESS POST.
 DO8960'
 DO8960'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8960'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9662 ***********************************************************************
 DN9662  DESIGNATION -  23872 A
 DN9662  PID         -  DN9662
 DN9662  STATE/COUNTY-  FL/POLK
 DN9662  COUNTRY     -  US
 DN9662  USGS QUAD   -  BABSON PARK (2018)
 DN9662
 DN9662                         *CURRENT SURVEY CONTROL
 DN9662  ______________________________________________________________________
 DN9662* NAD 83(1986) POSITION- 27 49 52.0    (N) 081 31 33.9    (W)   HD_HELD2
 DN9662* NAVD 88 ORTHO HEIGHT -    46.271 (meters)      151.81  (feet) ADJUSTED
 DN9662  ______________________________________________________________________
 DN9662  GEOID HEIGHT    -        -26.504 (meters)                     GEOID18
 DN9662  DYNAMIC HEIGHT  -         46.201 (meters)      151.58  (feet) COMP
 DN9662  MODELED GRAVITY -    979,145.1   (mgal)                       NAVD 88
 DN9662
 DN9662  VERT ORDER      -  SECOND    CLASS I
 DN9662
 DN9662.The horizontal coordinates were established by autonomous hand held GPS
 DN9662.observations and have an estimated accuracy of +/- 10 meters.
 DN9662
 DN9662.The orthometric height was determined by differential leveling and
 DN9662.adjusted by the NATIONAL GEODETIC SURVEY
 DN9662.in December 2012.
 DN9662
 DN9662.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9662.GEOID18 height accuracy estimate available here.
 DN9662
 DN9662.Click photographs - Photos may exist for this station.
 DN9662
 DN9662.The dynamic height is computed by dividing the NAVD 88
 DN9662.geopotential number by the normal gravity value computed on the
 DN9662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9662.degrees latitude (g = 980.6199 gals.).
 DN9662
 DN9662.The modeled gravity was interpolated from observed gravity values.
 DN9662
 DN9662;                    North         East    Units  Estimated Accuracy
 DN9662;SPC FL W     -   387,584.      246,685.      MT  (+/- 10 meters HH2 GPS)
 DN9662
 DN9662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4819378604(NAD 83)
 DN9662
 DN9662                          SUPERSEDED SURVEY CONTROL
 DN9662
 DN9662.No superseded survey control is available for this station.
 DN9662
 DN9662_MARKER: DD = SURVEY DISK
 DN9662_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9662_STAMPING: 23872 A 2010
 DN9662_MARK LOGO: SWFWMD
 DN9662_PROJECTION: FLUSH
 DN9662_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9662+STABILITY: SURFACE MOTION
 DN9662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9662+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2010
 DN9662_ROD/PIPE-DEPTH: 15.4 meters
 DN9662
 DN9662  HISTORY     - Date     Condition        Report By
 DN9662  HISTORY     - 20100721 MONUMENTED       FLDEP
 DN9662
 DN9662                          STATION DESCRIPTION
 DN9662
 DN9662'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9662'THE MARK IS ABOUT 5.9 MI (9.5 KM) NORTH OF FROST PROOF, 5.5 MI (8.8
 DN9662'KM) SOUTHWEST OF HESPERIDES, 0.2 MI (0.3 KM) WEST OF BABSON PARK, IN
 DN9662'SECTION 33, TOWNSHIP 30 SOUTH, RANGE 28 EAST.
 DN9662'
 DN9662'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9662'ROAD 640 ABOUT 4.5 MI (7.2 KM) SOUTH OF LAKE WALES, GO EAST ON COUNTY
 DN9662'ROAD 640 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROAD 17 (U.S.
 DN9662'HIGHWAY 27 ALTERNATE).  CONTINUE EAST AND SOUTHEAST ON STATE ROAD 17
 DN9662'(U.S. HIGHWAY 27 ALTERNATE) FOR 3.15 MI (5.1 KM) TO THE JUNCTION OF
 DN9662'FIFTH AVENUE ON THE LEFT AND THE MARK ON THE LEFT, A DISK SET ON THE
 DN9662'TOP OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 50.4 FT (15.4
 DN9662'M) ENCASED IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH CONCRETE AND
 DN9662'SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND ABOUT 2.0 FT (0.6 M)
 DN9662'ABOVE THE LEVEL OF FIFTH AVENUE.
 DN9662'
 DN9662'LOCATED 84.5 FT (25.8 M) SOUTHWEST OF POWER POLE NUMBER 6-44352, 51.2
 DN9662'FT (15.6 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 17
 DN9662'(U.S. HIGHWAY 27 ALTERNATE), 21.0 FT (6.4 M) NORTH-NORTHWEST OF THE
 DN9662'APPROXIMATE CENTERLINE OF FIFTH AVENUE, 16.5 FT (5.0 M) SOUTHEAST OF
 DN9662'THE SOUTHEAST EDGE OF THE SIDEWALK AND 1.5 FT (0.5 M) NORTHWEST OF A
 DN9662'CARSONITE WITNESS POST.
 DN9662'
 DN9662'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9662'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9655 ***********************************************************************
 DN9655  DESIGNATION -  23874 A
 DN9655  PID         -  DN9655
 DN9655  STATE/COUNTY-  FL/POLK
 DN9655  COUNTRY     -  US
 DN9655  USGS QUAD   -  BABSON PARK (2018)
 DN9655
 DN9655                         *CURRENT SURVEY CONTROL
 DN9655  ______________________________________________________________________
 DN9655* NAD 83(1986) POSITION- 27 50 34.3    (N) 081 32 02.0    (W)   HD_HELD2
 DN9655* NAVD 88 ORTHO HEIGHT -    46.381 (meters)      152.17  (feet) ADJUSTED
 DN9655  ______________________________________________________________________
 DN9655  GEOID HEIGHT    -        -26.514 (meters)                     GEOID18
 DN9655  DYNAMIC HEIGHT  -         46.311 (meters)      151.94  (feet) COMP
 DN9655  MODELED GRAVITY -    979,146.2   (mgal)                       NAVD 88
 DN9655
 DN9655  VERT ORDER      -  SECOND    CLASS I
 DN9655
 DN9655.The horizontal coordinates were established by autonomous hand held GPS
 DN9655.observations and have an estimated accuracy of +/- 10 meters.
 DN9655
 DN9655.The orthometric height was determined by differential leveling and
 DN9655.adjusted by the NATIONAL GEODETIC SURVEY
 DN9655.in December 2012.
 DN9655
 DN9655.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9655.GEOID18 height accuracy estimate available here.
 DN9655
 DN9655.Click photographs - Photos may exist for this station.
 DN9655
 DN9655.The dynamic height is computed by dividing the NAVD 88
 DN9655.geopotential number by the normal gravity value computed on the
 DN9655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9655.degrees latitude (g = 980.6199 gals.).
 DN9655
 DN9655.The modeled gravity was interpolated from observed gravity values.
 DN9655
 DN9655;                    North         East    Units  Estimated Accuracy
 DN9655;SPC FL W     -   388,883.      245,911.      MT  (+/- 10 meters HH2 GPS)
 DN9655
 DN9655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4743079909(NAD 83)
 DN9655
 DN9655                          SUPERSEDED SURVEY CONTROL
 DN9655
 DN9655.No superseded survey control is available for this station.
 DN9655
 DN9655_MARKER: DD = SURVEY DISK
 DN9655_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9655_STAMPING: 23874 A 2010
 DN9655_MARK LOGO: SWFWMD
 DN9655_PROJECTION: FLUSH
 DN9655_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9655+STABILITY: SURFACE MOTION
 DN9655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9655+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2010
 DN9655_ROD/PIPE-DEPTH: 10.3 meters
 DN9655
 DN9655  HISTORY     - Date     Condition        Report By
 DN9655  HISTORY     - 20100720 MONUMENTED       FLDEP
 DN9655
 DN9655                          STATION DESCRIPTION
 DN9655
 DN9655'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9655'THE MARK IS ABOUT 5.4 MI (8.7 KM) WEST-SOUTHWEST OF HESPERIDES, 5.1 MI
 DN9655'(8.2 KM) SOUTHEAST OF LAKE WALES, 1.0 MI (1.6 KM) NORTHWEST OF BABSON
 DN9655'PARK, IN SECTION 29, TOWNSHIP 30 SOUTH, RANGE 28 EAST.
 DN9655'
 DN9655'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9655'ROAD 640 ABOUT 4.5 MI (7.2 KM) SOUTH OF LAKE WALES, GO EAST ON COUNTY
 DN9655'ROAD 640 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROAD 17 (U.S.
 DN9655'HIGHWAY 27 ALTERNATE).  CONTINUE EAST ON STATE ROAD 17 (U.S. HIGHWAY
 DN9655'27 ALTERNATE) FOR 2.2 MI (3.5 KM) TO THE JUNCTION OF GOLF VIEW CUT-OFF
 DN9655'ROAD ON THE LEFT.  TURN LEFT ON GOLF VIEW CUT-OFF ROAD AND GO NORTH
 DN9655'FOR 0.05 MI (0.1 KM) TO THE MARK ON THE LEFT, A DISK SET ON THE TOP OF
 DN9655'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 33.8 FT (10.3 M)
 DN9655'ENCASED IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH CONCRETE AND
 DN9655'SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND ABOUT 0.5 FT (15 CM)
 DN9655'BELOW THE LEVEL OF GOLF VIEW CUT-OFF ROAD.
 DN9655'
 DN9655'LOCATED 212.5 FT (64.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DN9655'ROAD 17 (U.S. HIGHWAY 27 ALTERNATE), 174.1 FT (53.1 M) SOUTHWEST OF
 DN9655'SURVEY MARK 23874 B, 31.6 FT (9.6 M) NORTHWEST OF THE APPROXIMATE
 DN9655'CENTERLINE OF GOLF VIEW CUT-OFF ROAD, 28.2 FT (8.6 M) SOUTHWEST OF
 DN9655'POWER POLE NUMBER R270, 1.7 FT (0.5 M) SOUTHEAST OF A CHAIN LINK FENCE
 DN9655'AND 1.4 FT (0.4 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DN9655'
 DN9655'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9655'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9656 ***********************************************************************
 DN9656  DESIGNATION -  23874 B
 DN9656  PID         -  DN9656
 DN9656  STATE/COUNTY-  FL/POLK
 DN9656  COUNTRY     -  US
 DN9656  USGS QUAD   -  BABSON PARK (2018)
 DN9656
 DN9656                         *CURRENT SURVEY CONTROL
 DN9656  ______________________________________________________________________
 DN9656* NAD 83(1986) POSITION- 27 50 35.2    (N) 081 32 00.1    (W)   HD_HELD2
 DN9656* NAVD 88 ORTHO HEIGHT -    45.659 (meters)      149.80  (feet) ADJUSTED
 DN9656  ______________________________________________________________________
 DN9656  GEOID HEIGHT    -        -26.516 (meters)                     GEOID18
 DN9656  DYNAMIC HEIGHT  -         45.590 (meters)      149.57  (feet) COMP
 DN9656  MODELED GRAVITY -    979,146.2   (mgal)                       NAVD 88
 DN9656
 DN9656  VERT ORDER      -  SECOND    CLASS I
 DN9656
 DN9656.The horizontal coordinates were established by autonomous hand held GPS
 DN9656.observations and have an estimated accuracy of +/- 10 meters.
 DN9656
 DN9656.The orthometric height was determined by differential leveling and
 DN9656.adjusted by the NATIONAL GEODETIC SURVEY
 DN9656.in December 2012.
 DN9656
 DN9656.No vertical observational check was made to the station.
 DN9656
 DN9656.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9656.GEOID18 height accuracy estimate available here.
 DN9656
 DN9656.Click photographs - Photos may exist for this station.
 DN9656
 DN9656.The dynamic height is computed by dividing the NAVD 88
 DN9656.geopotential number by the normal gravity value computed on the
 DN9656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9656.degrees latitude (g = 980.6199 gals.).
 DN9656
 DN9656.The modeled gravity was interpolated from observed gravity values.
 DN9656
 DN9656;                    North         East    Units  Estimated Accuracy
 DN9656;SPC FL W     -   388,911.      245,963.      MT  (+/- 10 meters HH2 GPS)
 DN9656
 DN9656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4748279937(NAD 83)
 DN9656
 DN9656                          SUPERSEDED SURVEY CONTROL
 DN9656
 DN9656.No superseded survey control is available for this station.
 DN9656
 DN9656_MARKER: DD = SURVEY DISK
 DN9656_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN9656+WITH SETTING: INFORMATION.
 DN9656_STAMPING: 23874 B 2010
 DN9656_MARK LOGO: SWFWMD
 DN9656_PROJECTION: FLUSH
 DN9656_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9656+STABILITY: SURFACE MOTION
 DN9656_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9656+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2010
 DN9656_ROD/PIPE-DEPTH: 2.3 meters
 DN9656
 DN9656  HISTORY     - Date     Condition        Report By
 DN9656  HISTORY     - 20100720 MONUMENTED       FLDEP
 DN9656
 DN9656                          STATION DESCRIPTION
 DN9656
 DN9656'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9656'THE MARK IS ABOUT 5.4 MI (8.7 KM) WEST-SOUTHWEST OF HESPERIDES, 5.1 MI
 DN9656'(8.2 KM) SOUTHEAST OF LAKE WALES, 1.0 MI (1.6 KM) NORTHWEST OF BABSON
 DN9656'PARK, IN SECTION 29, TOWNSHIP 30 SOUTH, RANGE 28 EAST.
 DN9656'
 DN9656'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9656'ROAD 640 ABOUT 4.5 MI (7.2 KM) SOUTH OF LAKE WALES, GO EAST ON COUNTY
 DN9656'ROAD 640 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROAD 17 (U.S.
 DN9656'HIGHWAY 27 ALTERNATE).  CONTINUE EAST ON STATE ROAD 17 (U.S. HIGHWAY
 DN9656'27 ALTERNATE) FOR 2.2 MI (3.5 KM) TO THE JUNCTION OF GOLF VIEW CUT-OFF
 DN9656'ROAD ON THE LEFT.  TURN LEFT ON GOLF VIEW CUT-OFF ROAD AND GO NORTH
 DN9656'FOR 0.05 MI (0.1 KM) TO A 90-DEGREE CURVE AND THE MARK ON THE LEFT, A
 DN9656'DISK SET ON THE TOP OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DN9656'7.4 FT (2.3 M) ENCASED IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH
 DN9656'CONCRETE AND SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND ABOUT
 DN9656'2.0 FT (0.6 M) BELOW THE LEVEL OF GOLF VIEW CUT-OFF ROAD.
 DN9656'
 DN9656'LOCATED 174.1 FT (53.1 M) NORTHEAST OF SURVEY MARK 23874 A, 113.0 FT
 DN9656'(34.4 M) EAST OF A CHAIN LINK FENCE, 36.6 FT (11.2 M) NORTH OF THE
 DN9656'APPROXIMATE CENTERLINE OF GOLF VIEW CUT-OFF ROAD, 26.6 FT (8.1 M) EAST
 DN9656'OF WELL HEAD 23874 AND 1.5 FT (0.5 M) SOUTH OF A CARSONITE WITNESS
 DN9656'POST.
 DN9656'
 DN9656'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9656'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9659 ***********************************************************************
 DN9659  DESIGNATION -  23875 A
 DN9659  PID         -  DN9659
 DN9659  STATE/COUNTY-  FL/POLK
 DN9659  COUNTRY     -  US
 DN9659  USGS QUAD   -  BABSON PARK (2018)
 DN9659
 DN9659                         *CURRENT SURVEY CONTROL
 DN9659  ______________________________________________________________________
 DN9659* NAD 83(1986) POSITION- 27 50 25.6    (N) 081 32 12.4    (W)   HD_HELD2
 DN9659* NAVD 88 ORTHO HEIGHT -    37.582 (meters)      123.30  (feet) ADJUSTED
 DN9659  ______________________________________________________________________
 DN9659  GEOID HEIGHT    -        -26.499 (meters)                     GEOID18
 DN9659  DYNAMIC HEIGHT  -         37.526 (meters)      123.12  (feet) COMP
 DN9659  MODELED GRAVITY -    979,146.2   (mgal)                       NAVD 88
 DN9659
 DN9659  VERT ORDER      -  SECOND    CLASS I
 DN9659
 DN9659.The horizontal coordinates were established by autonomous hand held GPS
 DN9659.observations and have an estimated accuracy of +/- 10 meters.
 DN9659
 DN9659.The orthometric height was determined by differential leveling and
 DN9659.adjusted by the NATIONAL GEODETIC SURVEY
 DN9659.in December 2012.
 DN9659
 DN9659.No vertical observational check was made to the station.
 DN9659
 DN9659.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9659.GEOID18 height accuracy estimate available here.
 DN9659
 DN9659.Click photographs - Photos may exist for this station.
 DN9659
 DN9659.The dynamic height is computed by dividing the NAVD 88
 DN9659.geopotential number by the normal gravity value computed on the
 DN9659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9659.degrees latitude (g = 980.6199 gals.).
 DN9659
 DN9659.The modeled gravity was interpolated from observed gravity values.
 DN9659
 DN9659;                    North         East    Units  Estimated Accuracy
 DN9659;SPC FL W     -   388,615.      245,628.      MT  (+/- 10 meters HH2 GPS)
 DN9659
 DN9659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4714479643(NAD 83)
 DN9659
 DN9659                          SUPERSEDED SURVEY CONTROL
 DN9659
 DN9659.No superseded survey control is available for this station.
 DN9659
 DN9659_MARKER: DD = SURVEY DISK
 DN9659_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9659_STAMPING: 23875 A 2010
 DN9659_MARK LOGO: SWFWMD
 DN9659_PROJECTION: FLUSH
 DN9659_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9659+STABILITY: SURFACE MOTION
 DN9659_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9659+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2010
 DN9659_ROD/PIPE-DEPTH: 6.8 meters
 DN9659
 DN9659  HISTORY     - Date     Condition        Report By
 DN9659  HISTORY     - 20100722 MONUMENTED       FLDEP
 DN9659
 DN9659                          STATION DESCRIPTION
 DN9659
 DN9659'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9659'THE MARK IS ABOUT 5.6 MI (9.0 KM) WEST-SOUTHWEST OF HESPERIDES, 5.2 MI
 DN9659'(8.3 KM) SOUTHEAST OF LAKE WALES, 1.1 MI (1.7 KM) NORTHWEST OF BABSON
 DN9659'PARK, IN SECTION 29, TOWNSHIP 30 SOUTH, RANGE 28 EAST.
 DN9659'
 DN9659'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9659'ROAD 640 ABOUT 4.5 MI (7.2 KM) SOUTH OF LAKE WALES, GO EAST ON COUNTY
 DN9659'ROAD 640 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROAD 17 (U.S.
 DN9659'HIGHWAY 27 ALTERNATE), CONTINUE EAST ON STATE ROAD 17 (U.S. HIGHWAY 27
 DN9659'ALTERNATE) FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF NORTH CROOKED LAKE
 DN9659'DRIVE ON THE RIGHT, TURN RIGHT ON NORTH CROOKED LAKE DRIVE AND GO WEST
 DN9659'FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF A DIRT ROAD WITH A LOCKED
 DN9659'CHAIN LINK FENCE GATE ON THE LEFT, TURN LEFT AND GO SOUTH THROUGH THE
 DN9659'GATE TO A WELL SITE ON THE LEFT AND THE MARK ON THE RIGHT, A DISK SET
 DN9659'ON THE TOP OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 22.3 FT
 DN9659'(6.8 M) ENCASED IN A 6-INCH PVC PIPE, FILLED WITH CONCRETE AND
 DN9659'SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT
 DN9659'ROAD.
 DN9659'
 DN9659'LOCATED 111.1 FT (33.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF NORTH
 DN9659'CROOKED LAKE DRIVE, 78.8 FT (24.0 M) NORTHWEST OF SURVEY MARK 23875 B,
 DN9659'10.2 FT (3.1 M) WEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD AND
 DN9659'1.6 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DN9659'
 DN9659'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9659'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9660 ***********************************************************************
 DN9660  DESIGNATION -  23875 B
 DN9660  PID         -  DN9660
 DN9660  STATE/COUNTY-  FL/POLK
 DN9660  COUNTRY     -  US
 DN9660  USGS QUAD   -  BABSON PARK (2018)
 DN9660
 DN9660                         *CURRENT SURVEY CONTROL
 DN9660  ______________________________________________________________________
 DN9660* NAD 83(1986) POSITION- 27 50 25.4    (N) 081 32 11.5    (W)   HD_HELD2
 DN9660* NAVD 88 ORTHO HEIGHT -    37.326 (meters)      122.46  (feet) ADJUSTED
 DN9660  ______________________________________________________________________
 DN9660  GEOID HEIGHT    -        -26.500 (meters)                     GEOID18
 DN9660  DYNAMIC HEIGHT  -         37.270 (meters)      122.28  (feet) COMP
 DN9660  MODELED GRAVITY -    979,146.2   (mgal)                       NAVD 88
 DN9660
 DN9660  VERT ORDER      -  SECOND    CLASS I
 DN9660
 DN9660.The horizontal coordinates were established by autonomous hand held GPS
 DN9660.observations and have an estimated accuracy of +/- 10 meters.
 DN9660
 DN9660.The orthometric height was determined by differential leveling and
 DN9660.adjusted by the NATIONAL GEODETIC SURVEY
 DN9660.in December 2012.
 DN9660
 DN9660.No vertical observational check was made to the station.
 DN9660
 DN9660.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9660.GEOID18 height accuracy estimate available here.
 DN9660
 DN9660.Click photographs - Photos may exist for this station.
 DN9660
 DN9660.The dynamic height is computed by dividing the NAVD 88
 DN9660.geopotential number by the normal gravity value computed on the
 DN9660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9660.degrees latitude (g = 980.6199 gals.).
 DN9660
 DN9660.The modeled gravity was interpolated from observed gravity values.
 DN9660
 DN9660;                    North         East    Units  Estimated Accuracy
 DN9660;SPC FL W     -   388,608.      245,653.      MT  (+/- 10 meters HH2 GPS)
 DN9660
 DN9660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4716979637(NAD 83)
 DN9660
 DN9660                          SUPERSEDED SURVEY CONTROL
 DN9660
 DN9660.No superseded survey control is available for this station.
 DN9660
 DN9660_MARKER: DD = SURVEY DISK
 DN9660_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9660_STAMPING: 23875 B 2010
 DN9660_MARK LOGO: SWFWMD
 DN9660_PROJECTION: FLUSH
 DN9660_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9660+STABILITY: SURFACE MOTION
 DN9660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9660+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2010
 DN9660_ROD/PIPE-DEPTH: 9.4 meters
 DN9660
 DN9660  HISTORY     - Date     Condition        Report By
 DN9660  HISTORY     - 20100722 MONUMENTED       FLDEP
 DN9660
 DN9660                          STATION DESCRIPTION
 DN9660
 DN9660'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9660'THE MARK IS ABOUT 5.6 MI (9.0 KM) WEST-SOUTHWEST OF HESPERIDES, 5.2 MI
 DN9660'(8.4 KM) SOUTHEAST OF LAKE WALES, 1.1 MI (1.8 KM) NORTHWEST OF BABSON
 DN9660'PARK, IN SECTION 29, TOWNSHIP 30 SOUTH, RANGE 28 EAST.
 DN9660'
 DN9660'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9660'ROAD 640 ABOUT 4.5 MI (7.2 KM) SOUTH OF LAKE WALES, GO EAST ON COUNTY
 DN9660'ROAD 640 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROAD 17 (U.S.
 DN9660'HIGHWAY 27 ALTERNATE).  CONTINUE EAST ON STATE ROAD 17 (U.S. HIGHWAY
 DN9660'27 ALTERNATE) FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF NORTH CROOKED
 DN9660'LAKE DRIVE ON THE RIGHT.  TURN RIGHT ON NORTH CROOKED LAKE DRIVE AND
 DN9660'GO WEST FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF A DIRT ROAD WITH A
 DN9660'LOCKED CHAIN LINK FENCE GATE ON THE LEFT.  TURN LEFT AND GO SOUTH
 DN9660'THROUGH THE GATE TO A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT,
 DN9660'A DISK SET ON THE TOP OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DN9660'OF 30.7 FT (9.4 M) ENCASED IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH
 DN9660'CONCRETE AND SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND LEVEL
 DN9660'WITH THE DIRT ROAD.
 DN9660'
 DN9660'LOCATED 78.8 FT (24.0 M) SOUTHEAST OF SURVEY MARK 23875 A, 15.2 FT
 DN9660'(4.6 M) SOUTH OF THE APPROXIMATE CENTER OF A CHAIN LINK FENCE GATE,
 DN9660'2.2 FT (0.7 M) NORTHWEST OF THE SOUTHWEST CHAIN LINK FENCE CORNER
 DN9660'POST, 1.6 FT (0.5 M) WEST OF A CHAIN LINK FENCE AND 1.5 FT (0.5 M)
 DN9660'WEST OF A CARSONITE WITNESS POST.
 DN9660'
 DN9660'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9660'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9657 ***********************************************************************
 DN9657  DESIGNATION -  23878 A
 DN9657  PID         -  DN9657
 DN9657  STATE/COUNTY-  FL/POLK
 DN9657  COUNTRY     -  US
 DN9657  USGS QUAD   -  BABSON PARK (2018)
 DN9657
 DN9657                         *CURRENT SURVEY CONTROL
 DN9657  ______________________________________________________________________
 DN9657* NAD 83(1986) POSITION- 27 51 25.7    (N) 081 31 51.9    (W)   HD_HELD2
 DN9657* NAVD 88 ORTHO HEIGHT -    40.060 (meters)      131.43  (feet) ADJUSTED
 DN9657  ______________________________________________________________________
 DN9657  GEOID HEIGHT    -        -26.560 (meters)                     GEOID18
 DN9657  DYNAMIC HEIGHT  -         40.000 (meters)      131.23  (feet) COMP
 DN9657  MODELED GRAVITY -    979,146.8   (mgal)                       NAVD 88
 DN9657
 DN9657  VERT ORDER      -  SECOND    CLASS I
 DN9657
 DN9657.The horizontal coordinates were established by autonomous hand held GPS
 DN9657.observations and have an estimated accuracy of +/- 10 meters.
 DN9657
 DN9657.The orthometric height was determined by differential leveling and
 DN9657.adjusted by the NATIONAL GEODETIC SURVEY
 DN9657.in December 2012.
 DN9657
 DN9657.No vertical observational check was made to the station.
 DN9657
 DN9657.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9657.GEOID18 height accuracy estimate available here.
 DN9657
 DN9657.Click photographs - Photos may exist for this station.
 DN9657
 DN9657.The dynamic height is computed by dividing the NAVD 88
 DN9657.geopotential number by the normal gravity value computed on the
 DN9657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9657.degrees latitude (g = 980.6199 gals.).
 DN9657
 DN9657.The modeled gravity was interpolated from observed gravity values.
 DN9657
 DN9657;                    North         East    Units  Estimated Accuracy
 DN9657;SPC FL W     -   390,467.      246,182.      MT  (+/- 10 meters HH2 GPS)
 DN9657
 DN9657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4771381490(NAD 83)
 DN9657
 DN9657                          SUPERSEDED SURVEY CONTROL
 DN9657
 DN9657.No superseded survey control is available for this station.
 DN9657
 DN9657_MARKER: DD = SURVEY DISK
 DN9657_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9657_STAMPING: 23878 A 2010
 DN9657_MARK LOGO: SWFWMD
 DN9657_PROJECTION: FLUSH
 DN9657_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9657+STABILITY: SURFACE MOTION
 DN9657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9657+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2010
 DN9657_ROD/PIPE-DEPTH: 10.3 meters
 DN9657
 DN9657  HISTORY     - Date     Condition        Report By
 DN9657  HISTORY     - 20100720 MONUMENTED       FLDEP
 DN9657
 DN9657                          STATION DESCRIPTION
 DN9657
 DN9657'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9657'THE MARK IS ABOUT 4.8 MI (7.7 KM) WEST-SOUTHWEST OF HESPERIDES, 4.5 MI
 DN9657'(7.2 KM) SOUTHEAST OF LAKE WALES, 1.8 MI (2.9 KM) NORTH-NORTHWEST OF
 DN9657'BABSON PARK, IN SECTION 21, TOWNSHIP 30 SOUTH, RANGE 28 EAST.
 DN9657'
 DN9657'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9657'ROAD 640 ABOUT 4.5 MI (7.2 KM) SOUTH OF LAKE WALES, GO EAST ON COUNTY
 DN9657'ROAD 640 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROAD 17 (U.S.
 DN9657'HIGHWAY 27 ALTERNATE).  CONTINUE EAST ON STATE ROAD 17 (U.S. HIGHWAY
 DN9657'27 ALTERNATE) FOR 2.2 MI (3.5 KM) TO THE JUNCTION OF GOLF VIEW CUT-OFF
 DN9657'ROAD ON THE LEFT.  TURN LEFT ON GOLF VIEW CUT-OFF ROAD AND GO NORTH
 DN9657'AND EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF BRYAN ROAD.  TURN LEFT
 DN9657'ON GOLF VIEW CUT-OFF ROAD AND GO NORTH FOR 0.95 MI (1.5 KM) TO A WELL
 DN9657'SITE ON THE RIGHT AND AND THE MARK ON THE RIGHT, A DISK SET ON THE TOP
 DN9657'OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 33.7 FT (10.3 M)
 DN9657'ENCASED IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH CONCRETE AND
 DN9657'SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND ABOUT 0.5 FT (15 CM)
 DN9657'BELOW THE LEVEL OF GOLF VIEW CUT-OFF ROAD.
 DN9657'
 DN9657'LOCATED 179.2 FT (54.6 M) SOUTH OF SURVEY MARK 23878 B, 96.5 FT (29.4
 DN9657'M) SOUTH OF WELL HEAD 23878, 38.6 FT (11.8 M) EAST OF THE APPROXIMATE
 DN9657'CENTERLINE OF GOLF VIEW CUT-OFF ROAD, 2.8 FT (0.9 M) WEST OF A BARB
 DN9657'WIRE FENCE AND 2.4 FT (0.7 M) WEST OF A CARSONITE WITNESS POST.
 DN9657'
 DN9657'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9657'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9658 ***********************************************************************
 DN9658  DESIGNATION -  23878 B
 DN9658  PID         -  DN9658
 DN9658  STATE/COUNTY-  FL/POLK
 DN9658  COUNTRY     -  US
 DN9658  USGS QUAD   -  BABSON PARK (2018)
 DN9658
 DN9658                         *CURRENT SURVEY CONTROL
 DN9658  ______________________________________________________________________
 DN9658* NAD 83(1986) POSITION- 27 51 27.4    (N) 081 31 51.8    (W)   HD_HELD2
 DN9658* NAVD 88 ORTHO HEIGHT -    41.167 (meters)      135.06  (feet) ADJUSTED
 DN9658  ______________________________________________________________________
 DN9658  GEOID HEIGHT    -        -26.561 (meters)                     GEOID18
 DN9658  DYNAMIC HEIGHT  -         41.105 (meters)      134.86  (feet) COMP
 DN9658  MODELED GRAVITY -    979,146.9   (mgal)                       NAVD 88
 DN9658
 DN9658  VERT ORDER      -  SECOND    CLASS I
 DN9658
 DN9658.The horizontal coordinates were established by autonomous hand held GPS
 DN9658.observations and have an estimated accuracy of +/- 10 meters.
 DN9658
 DN9658.The orthometric height was determined by differential leveling and
 DN9658.adjusted by the NATIONAL GEODETIC SURVEY
 DN9658.in December 2012.
 DN9658
 DN9658.No vertical observational check was made to the station.
 DN9658
 DN9658.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9658.GEOID18 height accuracy estimate available here.
 DN9658
 DN9658.Click photographs - Photos may exist for this station.
 DN9658
 DN9658.The dynamic height is computed by dividing the NAVD 88
 DN9658.geopotential number by the normal gravity value computed on the
 DN9658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9658.degrees latitude (g = 980.6199 gals.).
 DN9658
 DN9658.The modeled gravity was interpolated from observed gravity values.
 DN9658
 DN9658;                    North         East    Units  Estimated Accuracy
 DN9658;SPC FL W     -   390,519.      246,184.      MT  (+/- 10 meters HH2 GPS)
 DN9658
 DN9658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4771681542(NAD 83)
 DN9658
 DN9658                          SUPERSEDED SURVEY CONTROL
 DN9658
 DN9658.No superseded survey control is available for this station.
 DN9658
 DN9658_MARKER: DD = SURVEY DISK
 DN9658_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9658_STAMPING: 23878 B 2010
 DN9658_MARK LOGO: SWFWMD
 DN9658_PROJECTION: FLUSH
 DN9658_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9658+STABILITY: SURFACE MOTION
 DN9658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9658+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2010
 DN9658_ROD/PIPE-DEPTH: 10.4 meters
 DN9658
 DN9658  HISTORY     - Date     Condition        Report By
 DN9658  HISTORY     - 20100720 MONUMENTED       FLDEP
 DN9658
 DN9658                          STATION DESCRIPTION
 DN9658
 DN9658'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9658'THE MARK IS ABOUT 4.8 MI (7.7 KM) WEST-SOUTHWEST OF HESPERIDES, 4.5 MI
 DN9658'(7.2 KM) SOUTHEAST OF LAKE WALES, 1.8 MI (2.9 KM) NORTH-NORTHWEST OF
 DN9658'BABSON PARK, IN SECTION 21, TOWNSHIP 30 SOUTH, RANGE 28 EAST.
 DN9658'
 DN9658'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9658'ROAD 640 ABOUT 4.5 MI (7.2 KM) SOUTH OF LAKE WALES, GO EAST ON COUNTY
 DN9658'ROAD 640 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROAD 17 (U.S.
 DN9658'HIGHWAY 27 ALTERNATE).  CONTINUE EAST ON STATE ROAD 17 (U.S. HIGHWAY
 DN9658'27 ALTERNATE) FOR 2.2 MI (3.5 KM) TO THE JUNCTION OF GOLF VIEW CUT-OFF
 DN9658'ROAD ON THE LEFT.  TURN LEFT ON GOLF VIEW CUT-OFF ROAD AND GO NORTH
 DN9658'AND EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF BRYAN ROAD.  TURN LEFT
 DN9658'ON GOLF VIEW CUT-OFF ROAD AND GO NORTH FOR 0.95 MI (1.5 KM) TO A WELL
 DN9658'SITE ON THE RIGHT AND AND THE MARK ON THE RIGHT, A DISK SET ON THE TOP
 DN9658'OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 34.2 FT (10.4 M)
 DN9658'ENCASED IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH CONCRETE AND
 DN9658'SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND LEVEL WITH GOLF VIEW
 DN9658'CUT-OFF ROAD.
 DN9658'
 DN9658'LOCATED 179.2 FT (54.6 M) NORTH OF SURVEY MARK 23878 A, 82.7 FT (25.2
 DN9658'M) NORTH OF WELL HEAD 23878, 39.1 FT (11.9 M) EAST OF THE APPROXIMATE
 DN9658'CENTERLINE OF GOLF VIEW CUT-OFF ROAD, 17.0 FT (5.2 M) SOUTH OF THE
 DN9658'APPROXIMATE CENTERLINE OF A SAND ROAD, 7.7 FT (2.3 M) SOUTH OF A BARB
 DN9658'WIRE FENCE CORNER POST, 1.7 FT (0.5 M) WEST OF A BARB WIRE FENCE AND
 DN9658'1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST.
 DN9658'
 DN9658'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9658'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1872 ***********************************************************************
 DO1872  DESIGNATION -  23879 A
 DO1872  PID         -  DO1872
 DO1872  STATE/COUNTY-  FL/POLK
 DO1872  COUNTRY     -  US
 DO1872  USGS QUAD   -  BABSON PARK (2018)
 DO1872
 DO1872                         *CURRENT SURVEY CONTROL
 DO1872  ______________________________________________________________________
 DO1872* NAD 83(1986) POSITION- 27 51 44.2    (N) 081 34 01.5    (W)   HD_HELD2
 DO1872* NAVD 88 ORTHO HEIGHT -    38.676 (meters)      126.89  (feet) ADJUSTED
 DO1872  ______________________________________________________________________
 DO1872  GEOID HEIGHT    -        -26.474 (meters)                     GEOID18
 DO1872  DYNAMIC HEIGHT  -         38.618 (meters)      126.70  (feet) COMP
 DO1872  MODELED GRAVITY -    979,149.1   (mgal)                       NAVD 88
 DO1872
 DO1872  VERT ORDER      -  FIRST     CLASS II
 DO1872
 DO1872.The horizontal coordinates were established by autonomous hand held GPS
 DO1872.observations and have an estimated accuracy of +/- 10 meters.
 DO1872
 DO1872.The orthometric height was determined by differential leveling and
 DO1872.adjusted by the NATIONAL GEODETIC SURVEY
 DO1872.in December 2012.
 DO1872
 DO1872.No vertical observational check was made to the station.
 DO1872
 DO1872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1872.GEOID18 height accuracy estimate available here.
 DO1872
 DO1872.Click photographs - Photos may exist for this station.
 DO1872
 DO1872.The dynamic height is computed by dividing the NAVD 88
 DO1872.geopotential number by the normal gravity value computed on the
 DO1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1872.degrees latitude (g = 980.6199 gals.).
 DO1872
 DO1872.The modeled gravity was interpolated from observed gravity values.
 DO1872
 DO1872;                    North         East    Units  Estimated Accuracy
 DO1872;SPC FL W     -   391,023.      242,634.      MT  (+/- 10 meters HH2 GPS)
 DO1872
 DO1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4417182075(NAD 83)
 DO1872
 DO1872                          SUPERSEDED SURVEY CONTROL
 DO1872
 DO1872.No superseded survey control is available for this station.
 DO1872
 DO1872_MARKER: DD = SURVEY DISK
 DO1872_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1872_STAMPING: 23879 A 2011
 DO1872_MARK LOGO: SWFWMD
 DO1872_PROJECTION: FLUSH
 DO1872_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1872_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1872+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2011
 DO1872_ROD/PIPE-DEPTH: 15.4 meters
 DO1872
 DO1872  HISTORY     - Date     Condition        Report By
 DO1872  HISTORY     - 20110710 MONUMENTED       FLDEP
 DO1872
 DO1872                          STATION DESCRIPTION
 DO1872
 DO1872'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1872'THE MARK IS ABOUT 6.8 MI (10.9 KM) WEST-SOUTHWEST OF HESPERIDES, 3.4
 DO1872'MI (5.5 KM) NORTHWEST OF BABSON PARK, 2.9 MI (4.7 KM) SOUTH-SOUTHEAST
 DO1872'OF LAKE WALES, IN SECTION 24, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1872'
 DO1872'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO1872'HIGHWAY 27 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.8 MI (2.9
 DO1872'KM) TO THE JUNCTION OF HUNT BROTHERS ROAD (COUNTY ROAD 17B) ON THE
 DO1872'LEFT.  TURN LEFT ON HUNT BROTHERS ROAD (COUNTY ROAD 17B) AND GO EAST
 DO1872'FOR 0.75 MI (1.2 KM) TO THE INTERSECTION OF STATE ROAD 17 (SOUTH
 DO1872'SCENIC HIGHWAY).  TURN RIGHT ON STATE ROAD 17 AND GO SOUTH FOR 0.75 MI
 DO1872'(1.2 KM) TO THE JUNCTION OF NORTH HIGHLAND PARK DRIVE ON THE LEFT.
 DO1872'TURN LEFT ON NORTH HIGHLAND PARK DRIVE AND GO SOUTHEAST FOR 0.15 MI
 DO1872'(0.2 KM) TO THE JUNCTION OF SOUTH HIGHLAND PARK DRIVE ON THE RIGHT.
 DO1872'TURN RIGHT ON SOUTH HIGHLAND PARK DRIVE AND GO SOUTHEAST FOR 0.25 MI
 DO1872'(0.4 KM) TO A RESIDENCE AT 1316 SOUTH HIGHLAND PARK DRIVE ON THE RIGHT
 DO1872'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO1872'DEPTH OF 50.6 FT (15.4 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED
 DO1872'IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH
 DO1872'SOUTH HIGHLAND PARK DRIVE.
 DO1872'
 DO1872'LOCATED 71.7 FT (21.9 M) NORTHWEST OF SURVEY MARK 23879 B, 13.9 FT
 DO1872'(4.2 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF SOUTH HIGHLAND PARK
 DO1872'DRIVE, 2.0 FT (0.6 M) SOUTHEAST OF A UTILITY POLE WITH ONE TRANSFORMER
 DO1872'ATTACHED, 1.6 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST AND 1.2
 DO1872'FT (0.4 M) SOUTHWEST OF THE MASONRY WALL END COLUMN.
 DO1872'
 DO1872'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1872'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1873 ***********************************************************************
 DO1873  DESIGNATION -  23879 B
 DO1873  PID         -  DO1873
 DO1873  STATE/COUNTY-  FL/POLK
 DO1873  COUNTRY     -  US
 DO1873  USGS QUAD   -  BABSON PARK (2018)
 DO1873
 DO1873                         *CURRENT SURVEY CONTROL
 DO1873  ______________________________________________________________________
 DO1873* NAD 83(1986) POSITION- 27 51 43.4    (N) 081 34 00.6    (W)   HD_HELD2
 DO1873* NAVD 88 ORTHO HEIGHT -    37.855 (meters)      124.20  (feet) ADJUSTED
 DO1873  ______________________________________________________________________
 DO1873  GEOID HEIGHT    -        -26.474 (meters)                     GEOID18
 DO1873  DYNAMIC HEIGHT  -         37.798 (meters)      124.01  (feet) COMP
 DO1873  MODELED GRAVITY -    979,149.1   (mgal)                       NAVD 88
 DO1873
 DO1873  VERT ORDER      -  FIRST     CLASS II
 DO1873
 DO1873.The horizontal coordinates were established by autonomous hand held GPS
 DO1873.observations and have an estimated accuracy of +/- 10 meters.
 DO1873
 DO1873.The orthometric height was determined by differential leveling and
 DO1873.adjusted by the NATIONAL GEODETIC SURVEY
 DO1873.in December 2012.
 DO1873
 DO1873.No vertical observational check was made to the station.
 DO1873
 DO1873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1873.GEOID18 height accuracy estimate available here.
 DO1873
 DO1873.Click photographs - Photos may exist for this station.
 DO1873
 DO1873.The dynamic height is computed by dividing the NAVD 88
 DO1873.geopotential number by the normal gravity value computed on the
 DO1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1873.degrees latitude (g = 980.6199 gals.).
 DO1873
 DO1873.The modeled gravity was interpolated from observed gravity values.
 DO1873
 DO1873;                    North         East    Units  Estimated Accuracy
 DO1873;SPC FL W     -   390,998.      242,659.      MT  (+/- 10 meters HH2 GPS)
 DO1873
 DO1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4419682050(NAD 83)
 DO1873
 DO1873                          SUPERSEDED SURVEY CONTROL
 DO1873
 DO1873.No superseded survey control is available for this station.
 DO1873
 DO1873_MARKER: DD = SURVEY DISK
 DO1873_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1873_STAMPING: 23879 B 2011
 DO1873_MARK LOGO: SWFWMD
 DO1873_PROJECTION: FLUSH
 DO1873_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1873+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2011
 DO1873_ROD/PIPE-DEPTH: 13.5 meters
 DO1873
 DO1873  HISTORY     - Date     Condition        Report By
 DO1873  HISTORY     - 20110710 MONUMENTED       FLDEP
 DO1873
 DO1873                          STATION DESCRIPTION
 DO1873
 DO1873'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1873'THE MARK IS ABOUT 6.8 MI (10.9 KM) WEST-SOUTHWEST OF HESPERIDES, 3.4
 DO1873'MI (5.5 KM) NORTHWEST OF BABSON PARK, 2.9 MI (4.7 KM) SOUTH-SOUTHEAST
 DO1873'OF LAKE WALES, IN SECTION 24, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1873'
 DO1873'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO1873'HIGHWAY 27 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.8 MI (2.9
 DO1873'KM) TO THE JUNCTION OF HUNT BROTHERS ROAD (COUNTY ROAD 17B) ON THE
 DO1873'LEFT.  TURN LEFT ON HUNT BROTHERS ROAD (COUNTY ROAD 17B) AND GO EAST
 DO1873'FOR 0.75 MI (1.2 KM) TO THE INTERSECTION OF STATE ROAD 17 (SOUTH
 DO1873'SCENIC HIGHWAY).  TURN RIGHT ON STATE ROAD 17 AND GO SOUTH FOR 0.75 MI
 DO1873'(1.2 KM) TO THE JUNCTION OF NORTH HIGHLAND PARK DRIVE ON THE LEFT.
 DO1873'TURN LEFT ON NORTH HIGHLAND PARK DRIVE AND GO SOUTHEAST FOR 0.15 MI
 DO1873'(0.2 KM) TO THE JUNCTION OF SOUTH HIGHLAND PARK DRIVE ON THE RIGHT.
 DO1873'TURN RIGHT ON SOUTH HIGHLAND PARK DRIVE AND GO SOUTHEAST FOR 0.25 MI
 DO1873'(0.4 KM) TO A RESIDENCE AT 1316 SOUTH HIGHLAND PARK DRIVE ON THE RIGHT
 DO1873'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO1873'DEPTH OF 44.3 FT (13.5 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED
 DO1873'IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH
 DO1873'SOUTH HIGHLAND PARK DRIVE.
 DO1873'
 DO1873'LOCATED 86.1 FT (26.2 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DO1873'SOUTH HIGHLAND PARK DRIVE, 74.5 FT (22.7 M) SOUTHEAST OF A UTILITY
 DO1873'POLE WITH ONE TRANSFORMER ATTACHED, 71.7 FT (21.9 M) SOUTHEAST OF
 DO1873'SURVEY MARK 23879 A, 1.7 FT (0.5 M) SOUTHWEST OF THE MASONRY WALL AND
 DO1873'1.1 FT (0.3 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DO1873'
 DO1873'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1873'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1832 ***********************************************************************
 DO1832  DESIGNATION -  23882 A
 DO1832  PID         -  DO1832
 DO1832  STATE/COUNTY-  FL/POLK
 DO1832  COUNTRY     -  US
 DO1832  USGS QUAD   -  HESPERIDES (2018)
 DO1832
 DO1832                         *CURRENT SURVEY CONTROL
 DO1832  ______________________________________________________________________
 DO1832* NAD 83(1986) POSITION- 27 52 36.8    (N) 081 29 16.5    (W)   HD_HELD2
 DO1832* NAVD 88 ORTHO HEIGHT -    29.885 (meters)       98.05  (feet) ADJUSTED
 DO1832  ______________________________________________________________________
 DO1832  GEOID HEIGHT    -        -26.732 (meters)                     GEOID18
 DO1832  DYNAMIC HEIGHT  -         29.840 (meters)       97.90  (feet) COMP
 DO1832  MODELED GRAVITY -    979,146.6   (mgal)                       NAVD 88
 DO1832
 DO1832  VERT ORDER      -  FIRST     CLASS II
 DO1832
 DO1832.The horizontal coordinates were established by autonomous hand held GPS
 DO1832.observations and have an estimated accuracy of +/- 10 meters.
 DO1832
 DO1832.The orthometric height was determined by differential leveling and
 DO1832.adjusted by the NATIONAL GEODETIC SURVEY
 DO1832.in December 2012.
 DO1832
 DO1832.No vertical observational check was made to the station.
 DO1832
 DO1832.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1832.GEOID18 height accuracy estimate available here.
 DO1832
 DO1832.Click photographs - Photos may exist for this station.
 DO1832
 DO1832.The dynamic height is computed by dividing the NAVD 88
 DO1832.geopotential number by the normal gravity value computed on the
 DO1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1832.degrees latitude (g = 980.6199 gals.).
 DO1832
 DO1832.The modeled gravity was interpolated from observed gravity values.
 DO1832
 DO1832;                    North         East    Units  Estimated Accuracy
 DO1832;SPC FL W     -   392,672.      250,424.      MT  (+/- 10 meters HH2 GPS)
 DO1832
 DO1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5197283660(NAD 83)
 DO1832
 DO1832                          SUPERSEDED SURVEY CONTROL
 DO1832
 DO1832.No superseded survey control is available for this station.
 DO1832
 DO1832_MARKER: DD = SURVEY DISK
 DO1832_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1832_STAMPING: 23882 A 2011
 DO1832_MARK LOGO: SWFWMD
 DO1832_PROJECTION: FLUSH
 DO1832_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1832_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1832+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2011
 DO1832_ROD/PIPE-DEPTH: 11.9 meters
 DO1832
 DO1832  HISTORY     - Date     Condition        Report By
 DO1832  HISTORY     - 20110709 MONUMENTED       FLDEP
 DO1832
 DO1832                          STATION DESCRIPTION
 DO1832
 DO1832'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1832'THE MARK IS ABOUT 6.2 MI (10.0 KM) EAST-SOUTHEAST OF LAKE WALES, 3.8
 DO1832'MI (6.1 KM) NORTHEAST OF BABSON PARK, 1.8 MI (2.9 KM) WEST-SOUTHWEST
 DO1832'OF HESPERIDES, IN SECTION 14, TOWNSHIP 30 SOUTH, RANGE 28 EAST.
 DO1832'
 DO1832'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1832'ROAD 60 IN LAKE WALES, GO EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.1 MI
 DO1832'(11.4 KM) TO THE JUNCTION OF SAINT ANNE SHRINE ROAD ON THE RIGHT.
 DO1832'TURN RIGHT ON SAINT ANNE SHRINE ROAD AND GO SOUTH FOR 1.0 MI (1.6 KM)
 DO1832'TO A T-JUNCTION.  TURN LEFT AND GO SOUTHEAST AND SOUTH ON SAINT ANNE
 DO1832'SHRINE ROAD FOR 0.2 MI (0.3 KM) TO A DRIVEWAY AT 1233 SAINT ANNE
 DO1832'SHRINE ROAD ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DO1832'DRIVEN TO REFUSAL AT A DEPTH OF 39.1 FT (11.9 M) WITH AN ALUMINUM DISK
 DO1832'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DO1832'GROUND AND LEVEL WITH SAINT ANNE SHRINE ROAD.
 DO1832'
 DO1832'LOCATED 55.7 FT (17.0 M) SOUTHEAST OF A SAINT ANNE SHRINE MONUMENT,
 DO1832'52.8 FT (16.1 M) SOUTHEAST OF SURVEY MARK 23882 B, 45.3 FT (13.8 M)
 DO1832'EAST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT 1233 SAINT ANNE
 DO1832'SHRINE ROAD, 12.0 FT (3.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DO1832'SAINT ANNE SHRINE ROAD AND 1.4 FT (0.4 M) SOUTH OF A CARSONITE WITNESS
 DO1832'POST.
 DO1832'
 DO1832'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1832'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1833 ***********************************************************************
 DO1833  DESIGNATION -  23882 B
 DO1833  PID         -  DO1833
 DO1833  STATE/COUNTY-  FL/POLK
 DO1833  COUNTRY     -  US
 DO1833  USGS QUAD   -  HESPERIDES (2018)
 DO1833
 DO1833                         *CURRENT SURVEY CONTROL
 DO1833  ______________________________________________________________________
 DO1833* NAD 83(1986) POSITION- 27 52 36.     (N) 081 29 16.     (W)   SCALED
 DO1833* NAVD 88 ORTHO HEIGHT -    29.714 (meters)       97.49  (feet) ADJUSTED
 DO1833  ______________________________________________________________________
 DO1833  GEOID HEIGHT    -        -26.732 (meters)                     GEOID18
 DO1833  DYNAMIC HEIGHT  -         29.669 (meters)       97.34  (feet) COMP
 DO1833  MODELED GRAVITY -    979,146.6   (mgal)                       NAVD 88
 DO1833
 DO1833  VERT ORDER      -  FIRST     CLASS II
 DO1833
 DO1833.The horizontal coordinates were scaled from a map and have
 DO1833.an estimated accuracy of +/- 6 seconds.
 DO1833
 DO1833.The orthometric height was determined by differential leveling and
 DO1833.adjusted by the NATIONAL GEODETIC SURVEY
 DO1833.in December 2012.
 DO1833
 DO1833.No vertical observational check was made to the station.
 DO1833
 DO1833.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1833.GEOID18 height accuracy estimate available here.
 DO1833
 DO1833.Click photographs - Photos may exist for this station.
 DO1833
 DO1833.The dynamic height is computed by dividing the NAVD 88
 DO1833.geopotential number by the normal gravity value computed on the
 DO1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1833.degrees latitude (g = 980.6199 gals.).
 DO1833
 DO1833.The modeled gravity was interpolated from observed gravity values.
 DO1833
 DO1833;                    North         East    Units  Estimated Accuracy
 DO1833;SPC FL W     -   392,650.      250,440.      MT  (+/- 180 meters Scaled)
 DO1833
 DO1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML519836(NAD 83)
 DO1833
 DO1833                          SUPERSEDED SURVEY CONTROL
 DO1833
 DO1833.No superseded survey control is available for this station.
 DO1833
 DO1833_MARKER: DD = SURVEY DISK
 DO1833_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO1833+WITH SETTING: PAVEMENT
 DO1833_SP_SET: SHRINE MONUMENT
 DO1833_STAMPING: 23882 B 2011
 DO1833_MARK LOGO: FLDEP
 DO1833_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1833+STABILITY: SURFACE MOTION
 DO1833_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1833+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2011
 DO1833
 DO1833  HISTORY     - Date     Condition        Report By
 DO1833  HISTORY     - 20110709 MONUMENTED       FLDEP
 DO1833
 DO1833                          STATION DESCRIPTION
 DO1833
 DO1833'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1833'THE MARK IS ABOUT 6.2 MI (10.0 KM) EAST-SOUTHEAST OF LAKE WALES, 3.8
 DO1833'MI (6.1 KM) NORTHEAST OF BABSON PARK, 1.8 MI (2.9 KM) WEST-SOUTHWEST
 DO1833'OF HESPERIDES, IN SECTION 14, TOWNSHIP 30 SOUTH, RANGE 28 EAST.
 DO1833'
 DO1833'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1833'ROAD 60 IN LAKE WALES, GO EAST-SOUTHEAST ON STATE ROAD 60 FOR 7.1 MI
 DO1833'(11.4 KM) TO THE JUNCTION OF SAINT ANNE SHRINE ROAD ON THE RIGHT.
 DO1833'TURN RIGHT ON SAINT ANNE SHRINE ROAD AND GO SOUTH FOR 1.0 MI (1.6 KM)
 DO1833'TO A T-JUNCTION.  TURN LEFT AND GO SOUTHEAST AND SOUTH ON SAINT ANNE
 DO1833'SHRINE ROAD FOR 0.2 MI (0.3 KM) TO A DRIVEWAY AT 1233 SAINT ANNE
 DO1833'SHRINE ROAD ON THE LEFT AND THE MARK ON THE RIGHT, A SURVEY DISK SET
 DO1833'IN THE LOWER LEVEL OF THE CONCRETE SHRINE MONUMENT ABOUT 0.5 FT (15
 DO1833'CM) ABOVE THE LEVEL OF SAINT ANNE SHRINE ROAD.
 DO1833'
 DO1833'LOCATED 52.8 FT (16.1 M) NORTHWEST OF SURVEY MARK 23882 A, 18.0 FT
 DO1833'(5.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF SAINT ANNE SHRINE ROAD,
 DO1833'13.1 FT (4.0 M) WEST OF A LONE PINE TREE AND 0.5 FT (15 CM) NORTHWEST
 DO1833'OF THE SOUTHEAST EDGE OF THE CONCRETE SHRINE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1837 ***********************************************************************
 DO1837  DESIGNATION -  23884 A
 DO1837  PID         -  DO1837
 DO1837  STATE/COUNTY-  FL/POLK
 DO1837  COUNTRY     -  US
 DO1837  USGS QUAD   -  LAKE WEOHYAKAPKA (2018)
 DO1837
 DO1837                         *CURRENT SURVEY CONTROL
 DO1837  ______________________________________________________________________
 DO1837* NAD 83(1986) POSITION- 27 52 24.     (N) 081 28 13.     (W)   SCALED
 DO1837* NAVD 88 ORTHO HEIGHT -    38.107 (meters)      125.02  (feet) ADJUSTED
 DO1837  ______________________________________________________________________
 DO1837  GEOID HEIGHT    -        -26.768 (meters)                     GEOID18
 DO1837  DYNAMIC HEIGHT  -         38.050 (meters)      124.84  (feet) COMP
 DO1837  MODELED GRAVITY -    979,145.4   (mgal)                       NAVD 88
 DO1837
 DO1837  VERT ORDER      -  FIRST     CLASS II
 DO1837
 DO1837.The horizontal coordinates were scaled from a map and have
 DO1837.an estimated accuracy of +/- 6 seconds.
 DO1837
 DO1837.The orthometric height was determined by differential leveling and
 DO1837.adjusted by the NATIONAL GEODETIC SURVEY
 DO1837.in December 2012.
 DO1837
 DO1837.No vertical observational check was made to the station.
 DO1837
 DO1837.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1837.GEOID18 height accuracy estimate available here.
 DO1837
 DO1837.Click photographs - Photos may exist for this station.
 DO1837
 DO1837.The dynamic height is computed by dividing the NAVD 88
 DO1837.geopotential number by the normal gravity value computed on the
 DO1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1837.degrees latitude (g = 980.6199 gals.).
 DO1837
 DO1837.The modeled gravity was interpolated from observed gravity values.
 DO1837
 DO1837;                    North         East    Units  Estimated Accuracy
 DO1837;SPC FL W     -   392,290.      252,160.      MT  (+/- 180 meters Scaled)
 DO1837
 DO1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML537832(NAD 83)
 DO1837
 DO1837                          SUPERSEDED SURVEY CONTROL
 DO1837
 DO1837.No superseded survey control is available for this station.
 DO1837
 DO1837_MARKER: DD = SURVEY DISK
 DO1837_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1837_STAMPING: 23884 A 2011
 DO1837_MARK LOGO: SWFWMD
 DO1837_PROJECTION: RECESSED 5 CENTIMETERS
 DO1837_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1837_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1837+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2011
 DO1837_ROD/PIPE-DEPTH: 13.8 meters
 DO1837
 DO1837  HISTORY     - Date     Condition        Report By
 DO1837  HISTORY     - 20110709 MONUMENTED       FLDEP
 DO1837
 DO1837                          STATION DESCRIPTION
 DO1837
 DO1837'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1837'THE MARK IS ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST OF LAKE WALES, 4.3
 DO1837'MI (6.9 KM) NORTHEAST OF BABSON PARK, 1.0 MI (1.6 KM) SOUTHWEST OF
 DO1837'HESPERIDES, SECTION 13, TOWNSHIP 30 SOUTH, RANGE 28 EAST.
 DO1837'
 DO1837'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1837'ROAD 60 IN LAKE WALES, GO EAST-SOUTHEAST ON STATE ROAD 60 FOR 8.2 MI
 DO1837'(13.2 KM) TO THE JUNCTION OF GOLDEN BOUGH ROAD ON THE RIGHT.  TURN
 DO1837'RIGHT ON GOLDEN BOUGH ROAD AND GO SOUTH FOR 1.0 MI (1.6 KM) TO THE
 DO1837'JUNCTION OF A DRIVEWAY ON THE RIGHT AT 1006 GOLDEN BOUGH ROAD AND THE
 DO1837'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 45.3
 DO1837'FT (13.8 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10
 DO1837'CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DO1837'ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF GOLDEN BOUGH ROAD.
 DO1837'
 DO1837'LOCATED 55.7 FT (17.0 M) SOUTHWEST OF SURVEY MARK 23884 B, 29.7 FT
 DO1837'(9.1 M) SOUTHWEST OF A POWER POLE NUMBER 6-96622, 20.1 FT (6.1 M)
 DO1837'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF GOLDEN BOUGH ROAD, 1.9 FT
 DO1837'(0.6 M) NORTHWEST OF A HOG WIRE FENCE AND 1.3 FT (0.4 M) NORTHWEST OF
 DO1837'A CARSONITE WITNESS POST.
 DO1837'
 DO1837'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1837'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1836 ***********************************************************************
 DO1836  DESIGNATION -  23884 B
 DO1836  PID         -  DO1836
 DO1836  STATE/COUNTY-  FL/POLK
 DO1836  COUNTRY     -  US
 DO1836  USGS QUAD   -  LAKE WEOHYAKAPKA (2018)
 DO1836
 DO1836                         *CURRENT SURVEY CONTROL
 DO1836  ______________________________________________________________________
 DO1836* NAD 83(1986) POSITION- 27 52 25.     (N) 081 28 13.     (W)   SCALED
 DO1836* NAVD 88 ORTHO HEIGHT -    37.979 (meters)      124.60  (feet) ADJUSTED
 DO1836  ______________________________________________________________________
 DO1836  GEOID HEIGHT    -        -26.769 (meters)                     GEOID18
 DO1836  DYNAMIC HEIGHT  -         37.922 (meters)      124.42  (feet) COMP
 DO1836  MODELED GRAVITY -    979,145.5   (mgal)                       NAVD 88
 DO1836
 DO1836  VERT ORDER      -  FIRST     CLASS II
 DO1836
 DO1836.The horizontal coordinates were scaled from a map and have
 DO1836.an estimated accuracy of +/- 6 seconds.
 DO1836
 DO1836.The orthometric height was determined by differential leveling and
 DO1836.adjusted by the NATIONAL GEODETIC SURVEY
 DO1836.in December 2012.
 DO1836
 DO1836.No vertical observational check was made to the station.
 DO1836
 DO1836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1836.GEOID18 height accuracy estimate available here.
 DO1836
 DO1836.Click photographs - Photos may exist for this station.
 DO1836
 DO1836.The dynamic height is computed by dividing the NAVD 88
 DO1836.geopotential number by the normal gravity value computed on the
 DO1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1836.degrees latitude (g = 980.6199 gals.).
 DO1836
 DO1836.The modeled gravity was interpolated from observed gravity values.
 DO1836
 DO1836;                    North         East    Units  Estimated Accuracy
 DO1836;SPC FL W     -   392,320.      252,160.      MT  (+/- 180 meters Scaled)
 DO1836
 DO1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML537832(NAD 83)
 DO1836
 DO1836                          SUPERSEDED SURVEY CONTROL
 DO1836
 DO1836.No superseded survey control is available for this station.
 DO1836
 DO1836_MARKER: DD = SURVEY DISK
 DO1836_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1836_STAMPING: 23884 B 2011
 DO1836_MARK LOGO: SWFWMD
 DO1836_PROJECTION: FLUSH
 DO1836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1836+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2011
 DO1836_ROD/PIPE-DEPTH: 10.9 meters
 DO1836
 DO1836  HISTORY     - Date     Condition        Report By
 DO1836  HISTORY     - 20110709 MONUMENTED       FLDEP
 DO1836
 DO1836                          STATION DESCRIPTION
 DO1836
 DO1836'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1836'THE MARK IS ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST OF LAKE WALES, 4.3
 DO1836'MI (6.9 KM) NORTHEAST OF BABSON PARK, 1.0 MI (1.6 KM) SOUTHWEST OF
 DO1836'HESPERIDES, SECTION 13, TOWNSHIP 30 SOUTH, RANGE 28 EAST.
 DO1836'
 DO1836'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1836'ROAD 60 IN LAKE WALES, GO EAST-SOUTHEAST ON STATE ROAD 60 FOR 8.2 MI
 DO1836'(13.2 KM) TO THE JUNCTION OF GOLDEN BOUGH ROAD ON THE RIGHT.  TURN
 DO1836'RIGHT ON GOLDEN BOUGH ROAD AND GO SOUTH FOR 1.0 MI (1.6 KM) TO THE
 DO1836'JUNCTION OF A DRIVEWAY ON THE RIGHT AT 1006 GOLDEN BOUGH ROAD AND THE
 DO1836'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 35.8
 DO1836'FT (10.9 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10
 DO1836'CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DO1836'ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF GOLDEN BOUGH ROAD.
 DO1836'
 DO1836'LOCATED 55.7 FT (17.0 M) NORTHEAST OF SURVEY MARK 23884 A, 25.7 FT
 DO1836'(7.8 M) NORTHEAST OF A POWER POLE NUMBER 6-96622, 20.7 FT (6.3 M)
 DO1836'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF GOLDEN BOUGH ROAD, 2.0 FT
 DO1836'(0.6 M) NORTHWEST OF A HOG WIRE FENCE AND 1.5 FT (0.5 M) NORTHWEST OF
 DO1836'A CARSONITE WITNESS POST.
 DO1836'
 DO1836'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1836'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1834 ***********************************************************************
 DO1834  DESIGNATION -  23885 A
 DO1834  PID         -  DO1834
 DO1834  STATE/COUNTY-  FL/POLK
 DO1834  COUNTRY     -  US
 DO1834  USGS QUAD   -  HESPERIDES (2018)
 DO1834
 DO1834                         *CURRENT SURVEY CONTROL
 DO1834  ______________________________________________________________________
 DO1834* NAD 83(1986) POSITION- 27 52 56.     (N) 081 27 58.     (W)   SCALED
 DO1834* NAVD 88 ORTHO HEIGHT -    28.850 (meters)       94.65  (feet) ADJUSTED
 DO1834  ______________________________________________________________________
 DO1834  GEOID HEIGHT    -        -26.803 (meters)                     GEOID18
 DO1834  DYNAMIC HEIGHT  -         28.807 (meters)       94.51  (feet) COMP
 DO1834  MODELED GRAVITY -    979,145.8   (mgal)                       NAVD 88
 DO1834
 DO1834  VERT ORDER      -  FIRST     CLASS II
 DO1834
 DO1834.The horizontal coordinates were scaled from a map and have
 DO1834.an estimated accuracy of +/- 6 seconds.
 DO1834
 DO1834.The orthometric height was determined by differential leveling and
 DO1834.adjusted by the NATIONAL GEODETIC SURVEY
 DO1834.in December 2012.
 DO1834
 DO1834.No vertical observational check was made to the station.
 DO1834
 DO1834.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1834.GEOID18 height accuracy estimate available here.
 DO1834
 DO1834.Click photographs - Photos may exist for this station.
 DO1834
 DO1834.The dynamic height is computed by dividing the NAVD 88
 DO1834.geopotential number by the normal gravity value computed on the
 DO1834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1834.degrees latitude (g = 980.6199 gals.).
 DO1834
 DO1834.The modeled gravity was interpolated from observed gravity values.
 DO1834
 DO1834;                    North         East    Units  Estimated Accuracy
 DO1834;SPC FL W     -   393,270.      252,570.      MT  (+/- 180 meters Scaled)
 DO1834
 DO1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML541842(NAD 83)
 DO1834
 DO1834                          SUPERSEDED SURVEY CONTROL
 DO1834
 DO1834.No superseded survey control is available for this station.
 DO1834
 DO1834_MARKER: DD = SURVEY DISK
 DO1834_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1834_STAMPING: 23885 A 2011
 DO1834_MARK LOGO: SWFWMD
 DO1834_PROJECTION: RECESSED 5 CENTIMETERS
 DO1834_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1834_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1834+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2011
 DO1834_ROD/PIPE-DEPTH: 6.8 meters
 DO1834
 DO1834  HISTORY     - Date     Condition        Report By
 DO1834  HISTORY     - 20110709 MONUMENTED       FLDEP
 DO1834
 DO1834                          STATION DESCRIPTION
 DO1834
 DO1834'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1834'THE MARK IS ABOUT 7.4 MI (12.0 KM) EAST OF LAKE WALES, 4.9 MI (7.9 KM)
 DO1834'NORTHEAST OF BABSON PARK, 0.4 MI (0.7 KM) WEST-SOUTHWEST OF
 DO1834'HESPERIDES, IN SECTION 12, TOWNSHIP 30 SOUTH, RANGE 28 EAST.
 DO1834'
 DO1834'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1834'ROAD 60 IN LAKE WALES, GO EAST-SOUTHEAST ON STATE ROAD 60 FOR 8.2 MI
 DO1834'(13.2 KM) TO THE JUNCTION OF GOLDEN BOUGH ROAD ON THE RIGHT, TURN
 DO1834'RIGHT ON GOLDEN BOUGH ROAD AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE
 DO1834'JUNCTION OF A DRIVEWAY ON THE LEFT, TURN LEFT ON THE DRIVEWAY
 DO1834'(ENTERING LAKE AURORA CHRISTIAN CAMP) AND GO EAST FOR 0.2 MI (0.3 KM)
 DO1834'TO THE LAKE AURORA SHORELINE NEAR A CAMP DOCK AND THE MARK, AN
 DO1834'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 22.2 FT (6.8 M) WITH AN
 DO1834'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DO1834'RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 DO1834'THE DOCK.
 DO1834'
 DO1834'LOCATED 122.6 FT (37.4 M) EAST-SOUTHEAST OF THE NORTHERNMOST PALM TREE
 DO1834'OF 4 PALM TREES, 66.3 FT (20.2 M) NORTHEAST OF SURVEY MARK 23885 B,
 DO1834'63.8 FT (19.4 M) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE PICNIC
 DO1834'SHELTER AND 1.7 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DO1834'
 DO1834'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1834'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1835 ***********************************************************************
 DO1835  DESIGNATION -  23885 B
 DO1835  PID         -  DO1835
 DO1835  STATE/COUNTY-  FL/POLK
 DO1835  COUNTRY     -  US
 DO1835  USGS QUAD   -  HESPERIDES (2018)
 DO1835
 DO1835                         *CURRENT SURVEY CONTROL
 DO1835  ______________________________________________________________________
 DO1835* NAD 83(1986) POSITION- 27 52 56.     (N) 081 27 59.     (W)   SCALED
 DO1835* NAVD 88 ORTHO HEIGHT -    29.512 (meters)       96.82  (feet) ADJUSTED
 DO1835  ______________________________________________________________________
 DO1835  GEOID HEIGHT    -        -26.803 (meters)                     GEOID18
 DO1835  DYNAMIC HEIGHT  -         29.468 (meters)       96.68  (feet) COMP
 DO1835  MODELED GRAVITY -    979,145.8   (mgal)                       NAVD 88
 DO1835
 DO1835  VERT ORDER      -  FIRST     CLASS II
 DO1835
 DO1835.The horizontal coordinates were scaled from a map and have
 DO1835.an estimated accuracy of +/- 6 seconds.
 DO1835
 DO1835.The orthometric height was determined by differential leveling and
 DO1835.adjusted by the NATIONAL GEODETIC SURVEY
 DO1835.in December 2012.
 DO1835
 DO1835.No vertical observational check was made to the station.
 DO1835
 DO1835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1835.GEOID18 height accuracy estimate available here.
 DO1835
 DO1835.Click photographs - Photos may exist for this station.
 DO1835
 DO1835.The dynamic height is computed by dividing the NAVD 88
 DO1835.geopotential number by the normal gravity value computed on the
 DO1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1835.degrees latitude (g = 980.6199 gals.).
 DO1835
 DO1835.The modeled gravity was interpolated from observed gravity values.
 DO1835
 DO1835;                    North         East    Units  Estimated Accuracy
 DO1835;SPC FL W     -   393,270.      252,540.      MT  (+/- 180 meters Scaled)
 DO1835
 DO1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML540842(NAD 83)
 DO1835
 DO1835                          SUPERSEDED SURVEY CONTROL
 DO1835
 DO1835.No superseded survey control is available for this station.
 DO1835
 DO1835_MARKER: DD = SURVEY DISK
 DO1835_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1835_STAMPING: 23885 B 2011
 DO1835_MARK LOGO: SWFWMD
 DO1835_PROJECTION: RECESSED 5 CENTIMETERS
 DO1835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1835+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2011
 DO1835_ROD/PIPE-DEPTH: 6.9 meters
 DO1835
 DO1835  HISTORY     - Date     Condition        Report By
 DO1835  HISTORY     - 20110709 MONUMENTED       FLDEP
 DO1835
 DO1835                          STATION DESCRIPTION
 DO1835
 DO1835'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1835'THE MARK IS ABOUT 7.4 MI (11.9 KM) EAST OF LAKE WALES, 4.9 MI (7.9 KM)
 DO1835'NORTHEAST OF BABSON PARK, 0.4 MI (0.6 KM) WEST-SOUTHWEST OF
 DO1835'HESPERIDES, IN SECTION 12, TOWNSHIP 30 SOUTH, RANGE 28 EAST.
 DO1835'
 DO1835'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1835'ROAD 60 IN LAKE WALES, GO EAST-SOUTHEAST ON STATE ROAD 60 FOR 8.2 MI
 DO1835'(13.2 KM) TO THE JUNCTION OF GOLDEN BOUGH ROAD ON THE RIGHT.  TURN
 DO1835'RIGHT ON GOLDEN BOUGH ROAD AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE
 DO1835'JUNCTION OF A DRIVEWAY ON THE LEFT.  TURN LEFT ON THE DRIVEWAY
 DO1835'(ENTERING LAKE AURORA CHRISTIAN CAMP) AND GO EAST FOR 0.2 MI (0.3 KM)
 DO1835'TO THE LAKE AURORA SHORELINE NEAR A CAMP DOCK AND THE MARK, AN
 DO1835'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 22.7 FT (6.9 M) WITH AN
 DO1835'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DO1835'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 DO1835'THE DOCK.
 DO1835'
 DO1835'LOCATED 121.0 FT (36.9 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DO1835'PICNIC SHELTER, 87.8 FT (26.8 M) SOUTHEAST OF THE SOUTHERNMOST PALM
 DO1835'TREE OF 4 PALM TREES, 66.3 FT (20.2 M) SOUTHWEST OF SURVEY MARK 23885
 DO1835'A AND 2.0 FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DO1835'
 DO1835'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1835'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8963 ***********************************************************************
 DO8963  DESIGNATION -  23888 A
 DO8963  PID         -  DO8963
 DO8963  STATE/COUNTY-  FL/POLK
 DO8963  COUNTRY     -  US
 DO8963  USGS QUAD   -  HESPERIDES (2018)
 DO8963
 DO8963                         *CURRENT SURVEY CONTROL
 DO8963  ______________________________________________________________________
 DO8963* NAD 83(1986) POSITION- 27 54 21.4    (N) 081 28 18.0    (W)   HD_HELD2
 DO8963* NAVD 88 ORTHO HEIGHT -    30.975 (meters)      101.62  (feet) ADJUSTED
 DO8963  ______________________________________________________________________
 DO8963  GEOID HEIGHT    -        -26.856 (meters)                     GEOID18
 DO8963  DYNAMIC HEIGHT  -         30.928 (meters)      101.47  (feet) COMP
 DO8963  MODELED GRAVITY -    979,147.6   (mgal)                       NAVD 88
 DO8963
 DO8963  VERT ORDER      -  FIRST     CLASS II
 DO8963
 DO8963.The horizontal coordinates were established by autonomous hand held GPS
 DO8963.observations and have an estimated accuracy of +/- 10 meters.
 DO8963
 DO8963.The orthometric height was determined by differential leveling and
 DO8963.adjusted by the NATIONAL GEODETIC SURVEY
 DO8963.in December 2013.
 DO8963
 DO8963.No vertical observational check was made to the station.
 DO8963
 DO8963.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8963.GEOID18 height accuracy estimate available here.
 DO8963
 DO8963.Click photographs - Photos may exist for this station.
 DO8963
 DO8963.The dynamic height is computed by dividing the NAVD 88
 DO8963.geopotential number by the normal gravity value computed on the
 DO8963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8963.degrees latitude (g = 980.6199 gals.).
 DO8963
 DO8963.The modeled gravity was interpolated from observed gravity values.
 DO8963
 DO8963;                    North         East    Units  Estimated Accuracy
 DO8963;SPC FL W     -   395,899.      252,010.      MT  (+/- 10 meters HH2 GPS)
 DO8963
 DO8963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5358486872(NAD 83)
 DO8963
 DO8963                          SUPERSEDED SURVEY CONTROL
 DO8963
 DO8963.No superseded survey control is available for this station.
 DO8963
 DO8963_MARKER: DD = SURVEY DISK
 DO8963_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8963_STAMPING: 23888 A 2012
 DO8963_MARK LOGO: SWFWMD
 DO8963_PROJECTION: FLUSH
 DO8963_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8963_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8963+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2012
 DO8963_ROD/PIPE-DEPTH: 12.2 meters
 DO8963
 DO8963  HISTORY     - Date     Condition        Report By
 DO8963  HISTORY     - 20121114 MONUMENTED       FLDEP
 DO8963
 DO8963                          STATION DESCRIPTION
 DO8963
 DO8963'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8963'THE MARK IS NEAR THE EAST SHORE OF THOMAS LAKE, ABOUT 7.0 MI (11.3 KM)
 DO8963'EAST OF LAKE WALES, 6.0 MI (9.7 KM) NORTH-NORTHEAST OF BABSON PARK,
 DO8963'1.7 MI (2.7 KM) NORTH-NORTHWEST OF HESPERIDES, IN SECTION 1, TOWNSHIP
 DO8963'30 SOUTH, RANGE 28 EAST.
 DO8963'
 DO8963'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO8963'HIGHWAY 27 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 7.3 MI (11.7
 DO8963'KM) TO THE JUNCTION OF MAMMOTH GROVE ROAD ON THE LEFT.  TURN LEFT ON
 DO8963'MAMMOTH GROVE ROAD AND GO NORTH FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF
 DO8963'LAKE PARKS ROAD ON THE RIGHT.  TURN RIGHT ON LAKE PARK ROAD AND GO
 DO8963'EAST FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF LAKE THOMAS ROAD ON THE
 DO8963'RIGHT.  TURN RIGHT ON LAKE THOMAS ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DO8963'KM) TO THE JUNCTION OF DEBBIE LANE ON THE RIGHT.  TURN RIGHT ON DEBBIE
 DO8963'LANE AND GO WEST FOR 0.1 MI (0.2 KM) TO A DEAD END AND THE DRIVEWAY AT
 DO8963'931 DEBBIE LANE ON THE RIGHT.  CONTINUE WEST ON THE DRIVEWAY FOR ABOUT
 DO8963'200.0 FT (61.0 M) TO THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO8963'DEPTH OF 40.0 FT (12.2 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DO8963'(10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY.
 DO8963'
 DO8963'LOCATED 138.8 FT (42.3 M) EAST-NORTHEAST OF SURVEY MARK 23888 B, 88.4
 DO8963'FT (26.9 M) NORTHWEST OF POWER P0LE NUMBER 6-18894, 9.2 FT (2.8 M)
 DO8963'WEST-NORTHWEST OF POWER P0LE NUMBER 446 AND 3.6 FT (1.1 M) EAST OF A
 DO8963'CARSONITE WITNESS POST.
 DO8963'
 DO8963'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8963'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8964 ***********************************************************************
 DO8964  DESIGNATION -  23888 B
 DO8964  PID         -  DO8964
 DO8964  STATE/COUNTY-  FL/POLK
 DO8964  COUNTRY     -  US
 DO8964  USGS QUAD   -  HESPERIDES (2018)
 DO8964
 DO8964                         *CURRENT SURVEY CONTROL
 DO8964  ______________________________________________________________________
 DO8964* NAD 83(1986) POSITION- 27 54 21.4    (N) 081 28 19.5    (W)   HD_HELD2
 DO8964* NAVD 88 ORTHO HEIGHT -    30.481 (meters)      100.00  (feet) ADJUSTED
 DO8964  ______________________________________________________________________
 DO8964  GEOID HEIGHT    -        -26.855 (meters)                     GEOID18
 DO8964  DYNAMIC HEIGHT  -         30.436 (meters)       99.86  (feet) COMP
 DO8964  MODELED GRAVITY -    979,147.6   (mgal)                       NAVD 88
 DO8964
 DO8964  VERT ORDER      -  FIRST     CLASS II
 DO8964
 DO8964.The horizontal coordinates were established by autonomous hand held GPS
 DO8964.observations and have an estimated accuracy of +/- 10 meters.
 DO8964
 DO8964.The orthometric height was determined by differential leveling and
 DO8964.adjusted by the NATIONAL GEODETIC SURVEY
 DO8964.in December 2013.
 DO8964
 DO8964.No vertical observational check was made to the station.
 DO8964
 DO8964.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8964.GEOID18 height accuracy estimate available here.
 DO8964
 DO8964.Click photographs - Photos may exist for this station.
 DO8964
 DO8964.The dynamic height is computed by dividing the NAVD 88
 DO8964.geopotential number by the normal gravity value computed on the
 DO8964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8964.degrees latitude (g = 980.6199 gals.).
 DO8964
 DO8964.The modeled gravity was interpolated from observed gravity values.
 DO8964
 DO8964;                    North         East    Units  Estimated Accuracy
 DO8964;SPC FL W     -   395,899.      251,969.      MT  (+/- 10 meters HH2 GPS)
 DO8964
 DO8964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5354386873(NAD 83)
 DO8964
 DO8964                          SUPERSEDED SURVEY CONTROL
 DO8964
 DO8964.No superseded survey control is available for this station.
 DO8964
 DO8964_MARKER: DD = SURVEY DISK
 DO8964_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8964_STAMPING: 23888 B 2012
 DO8964_MARK LOGO: SWFWMD
 DO8964_PROJECTION: FLUSH
 DO8964_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8964_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8964+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2012
 DO8964_ROD/PIPE-DEPTH: 24.4 meters
 DO8964
 DO8964  HISTORY     - Date     Condition        Report By
 DO8964  HISTORY     - 20121114 MONUMENTED       FLDEP
 DO8964
 DO8964                          STATION DESCRIPTION
 DO8964
 DO8964'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8964'THE MARK IS NEAR THE EAST SHORE OF THOMAS LAKE, ABOUT 7.0 MI (11.3 KM)
 DO8964'EAST OF LAKE WALES, 6.0 MI (9.7 KM) NORTH-NORTHEAST OF BABSON PARK,
 DO8964'1.7 MI (2.7 KM) NORTH-NORTHWEST OF HESPERIDES, IN SECTION 1, TOWNSHIP
 DO8964'30 SOUTH, RANGE 28 EAST.
 DO8964'
 DO8964'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO8964'HIGHWAY 27 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 7.3 MI (11.7
 DO8964'KM) TO THE JUNCTION OF MAMMOTH GROVE ROAD ON THE LEFT.  TURN LEFT ON
 DO8964'MAMMOTH GROVE ROAD AND GO NORTH FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF
 DO8964'LAKE PARKS ROAD ON THE RIGHT.  TURN RIGHT ON LAKE PARK ROAD AND GO
 DO8964'EAST FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF LAKE THOMAS ROAD ON THE
 DO8964'RIGHT.  TURN RIGHT ON LAKE THOMAS ROAD AND GO SOUTH FOR 0.3 MI (0.5
 DO8964'KM) TO THE JUNCTION OF DEBBIE LANE ON THE RIGHT.  TURN RIGHT ON DEBBIE
 DO8964'LANE AND GO WEST FOR 0.1 MI (0.2 KM) TO A DEAD END AND THE DRIVEWAY AT
 DO8964'931 DEBBIE LANE ON THE RIGHT.  CONTINUE WEST ON THE DRIVEWAY FOR ABOUT
 DO8964'345.0 FT (105.2 M) TO THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO8964'DEPTH OF 80.0 FT (24.4 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DO8964'(10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY.
 DO8964'
 DO8964'LOCATED 160.8 FT (49.0 M) WEST OF A 22-INCH (56 CM) DIAMETER LIVE OAK
 DO8964'TREE, 147.8 FT (45.0 M) WEST-NORTHWEST OF POWER P0LE NUMBER 446, 138.8
 DO8964'FT (42.3 M) WEST OF SURVEY MARK 23888 A, 34.6 FT (10.5 M)
 DO8964'NORTH-NORTHWEST OF A 15-INCH (38 CM) DIAMETER PALM TREE AND 5.0 FT
 DO8964'(1.5 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST.
 DO8964'
 DO8964'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8964'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9732 ***********************************************************************
 DN9732  DESIGNATION -  23891 A
 DN9732  PID         -  DN9732
 DN9732  STATE/COUNTY-  FL/POLK
 DN9732  COUNTRY     -  US
 DN9732  USGS QUAD   -  BABSON PARK (2018)
 DN9732
 DN9732                         *CURRENT SURVEY CONTROL
 DN9732  ______________________________________________________________________
 DN9732* NAD 83(1986) POSITION- 27 49 27.86   (N) 081 35 53.71   (W)   HD_HELD1
 DN9732* NAVD 88 ORTHO HEIGHT -    40.299 (meters)      132.21  (feet) ADJUSTED
 DN9732  ______________________________________________________________________
 DN9732  GEOID HEIGHT    -        -26.278 (meters)                     GEOID18
 DN9732  DYNAMIC HEIGHT  -         40.238 (meters)      132.01  (feet) COMP
 DN9732  MODELED GRAVITY -    979,149.4   (mgal)                       NAVD 88
 DN9732
 DN9732  VERT ORDER      -  SECOND    CLASS I
 DN9732
 DN9732.The horizontal coordinates were determined by differentially corrected
 DN9732.hand held GPS observations or other comparable positioning techniques
 DN9732.and have an estimated accuracy of +/- 3 meters.
 DN9732
 DN9732.The orthometric height was determined by differential leveling and
 DN9732.adjusted by the NATIONAL GEODETIC SURVEY
 DN9732.in December 2012.
 DN9732
 DN9732.No vertical observational check was made to the station.
 DN9732
 DN9732.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9732.GEOID18 height accuracy estimate available here.
 DN9732
 DN9732.Click photographs - Photos may exist for this station.
 DN9732
 DN9732.The dynamic height is computed by dividing the NAVD 88
 DN9732.geopotential number by the normal gravity value computed on the
 DN9732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9732.degrees latitude (g = 980.6199 gals.).
 DN9732
 DN9732.The modeled gravity was interpolated from observed gravity values.
 DN9732
 DN9732;                    North         East    Units  Estimated Accuracy
 DN9732;SPC FL W     -   386,815.9     239,578.3     MT  (+/- 3 meters HH1 GPS) 
 DN9732
 DN9732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4108277894(NAD 83)
 DN9732
 DN9732                          SUPERSEDED SURVEY CONTROL
 DN9732
 DN9732.No superseded survey control is available for this station.
 DN9732
 DN9732_MARKER: DD = SURVEY DISK
 DN9732_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9732_STAMPING: 23891 A 2010
 DN9732_MARK LOGO: SWFWMD
 DN9732_PROJECTION: FLUSH
 DN9732_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9732+STABILITY: SURFACE MOTION
 DN9732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9732+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2010
 DN9732_ROD/PIPE-DEPTH: 5.8 meters
 DN9732
 DN9732  HISTORY     - Date     Condition        Report By
 DN9732  HISTORY     - 20100720 MONUMENTED       FLDEP
 DN9732
 DN9732                          STATION DESCRIPTION
 DN9732
 DN9732'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9732'THE MARK IS ABOUT 6.8 MI (10.9 KM) NORTHWEST OF FROST PROOF, 5.3 MI
 DN9732'(8.5 KM) SOUTH OF LAKE WALES, 4.7 MI (7.6 KM) WEST OF BABSON PARK, IN
 DN9732'SECTION 34, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DN9732'
 DN9732'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9732'ROAD 640 ABOUT 4.5 MI (7.2 KM) SOUTH OF LAKE WALES, GO SOUTHWEST ON
 DN9732'U.S. HIGHWAY 27 FOR 1.25 MI (2.0 KM) TO THE INTERSECTION OF PRESIDENTS
 DN9732'DRIVE.  TURN RIGHT ON PRESIDENTS DRIVE AND GO WEST FOR 0.4 MI (0.6 KM)
 DN9732'TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO SOUTH ON PRESIDENTS
 DN9732'DRIVE FOR 0.1 MI (0.2 KM) TO THE WARNER UNIVERSITY STUDENT CENTER ON
 DN9732'THE RIGHT AND A LARGE POND ON THE LEFT.  CONTINUE SOUTH AND EAST ON
 DN9732'THE SOUTH POND LEVEE FOR 0.2 MI (0.3 KM) TO A WELL SITE AND THE MARK,
 DN9732'A DISK SET ON THE TOP OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DN9732'OF 18.9 FT (5.8 M) ENCASED IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH
 DN9732'CONCRETE AND SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND LEVEL
 DN9732'WITH THE LEVEE ROAD.
 DN9732'
 DN9732'LOCATED 64.9 FT (19.8 M) WEST-SOUTHWEST OF SURVEY MARK 23891 B, 26.3
 DN9732'FT (8.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A LEVEE ROAD, 9.8 FT
 DN9732'(3.0 M) EAST OF A WOODEN POWER POLE AND 1.7 FT (0.5 M) NORTH OF A
 DN9732'CARSONITE WITNESS POST.
 DN9732'
 DN9732'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9732'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9733 ***********************************************************************
 DN9733  DESIGNATION -  23891 B
 DN9733  PID         -  DN9733
 DN9733  STATE/COUNTY-  FL/POLK
 DN9733  COUNTRY     -  US
 DN9733  USGS QUAD   -  BABSON PARK (2018)
 DN9733
 DN9733                         *CURRENT SURVEY CONTROL
 DN9733  ______________________________________________________________________
 DN9733* NAD 83(1986) POSITION- 27 49 28.1    (N) 081 35 53.0    (W)   HD_HELD2
 DN9733* NAVD 88 ORTHO HEIGHT -    40.244 (meters)      132.03  (feet) ADJUSTED
 DN9733  ______________________________________________________________________
 DN9733  GEOID HEIGHT    -        -26.279 (meters)                     GEOID18
 DN9733  DYNAMIC HEIGHT  -         40.184 (meters)      131.84  (feet) COMP
 DN9733  MODELED GRAVITY -    979,149.4   (mgal)                       NAVD 88
 DN9733
 DN9733  VERT ORDER      -  SECOND    CLASS I
 DN9733
 DN9733.The horizontal coordinates were established by autonomous hand held GPS
 DN9733.observations and have an estimated accuracy of +/- 10 meters.
 DN9733
 DN9733.The orthometric height was determined by differential leveling and
 DN9733.adjusted by the NATIONAL GEODETIC SURVEY
 DN9733.in December 2012.
 DN9733
 DN9733.No vertical observational check was made to the station.
 DN9733
 DN9733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9733.GEOID18 height accuracy estimate available here.
 DN9733
 DN9733.Click photographs - Photos may exist for this station.
 DN9733
 DN9733.The dynamic height is computed by dividing the NAVD 88
 DN9733.geopotential number by the normal gravity value computed on the
 DN9733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9733.degrees latitude (g = 980.6199 gals.).
 DN9733
 DN9733.The modeled gravity was interpolated from observed gravity values.
 DN9733
 DN9733;                    North         East    Units  Estimated Accuracy
 DN9733;SPC FL W     -   386,823.      239,598.      MT  (+/- 10 meters HH2 GPS)
 DN9733
 DN9733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4110277901(NAD 83)
 DN9733
 DN9733                          SUPERSEDED SURVEY CONTROL
 DN9733
 DN9733.No superseded survey control is available for this station.
 DN9733
 DN9733_MARKER: DD = SURVEY DISK
 DN9733_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9733_STAMPING: 23891 B 2010
 DN9733_MARK LOGO: SWFWMD
 DN9733_PROJECTION: FLUSH
 DN9733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9733+STABILITY: SURFACE MOTION
 DN9733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9733+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2010
 DN9733_ROD/PIPE-DEPTH: 9.4 meters
 DN9733
 DN9733  HISTORY     - Date     Condition        Report By
 DN9733  HISTORY     - 20100720 MONUMENTED       FLDEP
 DN9733
 DN9733                          STATION DESCRIPTION
 DN9733
 DN9733'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9733'THE MARK IS ABOUT 6.8 MI (10.9 KM) NORTHWEST OF FROST PROOF, 5.3 MI
 DN9733'(8.5 KM) SOUTH OF LAKE WALES, 4.7 MI (7.6 KM) WEST OF BABSON PARK, IN
 DN9733'SECTION 34, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DN9733'
 DN9733'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9733'ROAD 640 ABOUT 4.5 MI (7.2 KM) SOUTH OF LAKE WALES, GO SOUTHWEST ON
 DN9733'U.S. HIGHWAY 27 FOR 1.25 MI (2.0 KM) TO THE INTERSECTION OF PRESIDENTS
 DN9733'DRIVE.  TURN RIGHT ON PRESIDENTS DRIVE AND GO WEST FOR 0.4 MI (0.6 KM)
 DN9733'TO A 90-DEGREE LEFT HAND TURN.  TURN LEFT AND GO SOUTH ON PRESIDENTS
 DN9733'DRIVE FOR 0.1 MI (0.2 KM) TO THE WARNER UNIVERSITY STUDENT CENTER ON
 DN9733'THE RIGHT AND A LARGE POND ON THE LEFT.  CONTINUE SOUTH AND EAST ON
 DN9733'THE SOUTH POND LEVEE FOR 0.2 MI (0.3 KM) TO A WELL SITE AND THE MARK,
 DN9733'A DISK SET ON THE TOP OF AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DN9733'OF 30.8 FT (9.4 M) ENCASED IN A 6-INCH (15 CM) PVC PIPE, FILLED WITH
 DN9733'CONCRETE AND SURROUNDED BY CONCRETE, FLUSH WITH THE GROUND AND LEVEL
 DN9733'WITH THE LEVEE ROAD.
 DN9733'
 DN9733'LOCATED 64.9 FT (19.8 M) EAST-NORTHEAST OF SURVEY MARK 23891 A, 12.3
 DN9733'FT (3.7 M) NORTH OF THE APPROXIMATE CENTER OF A CHAIN LINK FENCE GATE,
 DN9733'3.1 FT (0.9 M) SOUTH OF A CHAIN LINK FENCE CORNER POST, 1.9 FT (0.6 M)
 DN9733'WEST OF A CHAIN LINK FENCE AND 1.4 FT (0.4 M) WEST OF A CARSONITE
 DN9733'WITNESS POST.
 DN9733'
 DN9733'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9733'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9651 ***********************************************************************
 DN9651  DESIGNATION -  23892 A
 DN9651  PID         -  DN9651
 DN9651  STATE/COUNTY-  FL/POLK
 DN9651  COUNTRY     -  US
 DN9651  USGS QUAD   -  BABSON PARK (2018)
 DN9651
 DN9651                         *CURRENT SURVEY CONTROL
 DN9651  ______________________________________________________________________
 DN9651* NAD 83(1986) POSITION- 27 50 48.5    (N) 081 33 43.4    (W)   HD_HELD2
 DN9651* NAVD 88 ORTHO HEIGHT -    50.344 (meters)      165.17  (feet) ADJUSTED
 DN9651  ______________________________________________________________________
 DN9651  GEOID HEIGHT    -        -26.444 (meters)                     GEOID18
 DN9651  DYNAMIC HEIGHT  -         50.268 (meters)      164.92  (feet) COMP
 DN9651  MODELED GRAVITY -    979,148.1   (mgal)                       NAVD 88
 DN9651
 DN9651  VERT ORDER      -  FIRST     CLASS II
 DN9651
 DN9651.The horizontal coordinates were established by autonomous hand held GPS
 DN9651.observations and have an estimated accuracy of +/- 10 meters.
 DN9651
 DN9651.The orthometric height was determined by differential leveling and
 DN9651.adjusted by the NATIONAL GEODETIC SURVEY
 DN9651.in October 2016.
 DN9651
 DN9651.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9651.GEOID18 height accuracy estimate available here.
 DN9651
 DN9651.Click photographs - Photos may exist for this station.
 DN9651
 DN9651.The dynamic height is computed by dividing the NAVD 88
 DN9651.geopotential number by the normal gravity value computed on the
 DN9651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9651.degrees latitude (g = 980.6199 gals.).
 DN9651
 DN9651.The modeled gravity was interpolated from observed gravity values.
 DN9651
 DN9651;                    North         East    Units  Estimated Accuracy
 DN9651;SPC FL W     -   389,310.      243,136.      MT  (+/- 10 meters HH2 GPS)
 DN9651
 DN9651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4465880359(NAD 83)
 DN9651
 DN9651                          SUPERSEDED SURVEY CONTROL
 DN9651
 DN9651  NAVD 88 (12/19/12)   50.331  (m)          165.13   (f) SUPERSEDED  2 1
 DN9651
 DN9651.Superseded values are not recommended for survey control.
 DN9651
 DN9651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN9651.See file dsdata.pdf to determine how the superseded data were derived.
 DN9651
 DN9651_MARKER: DD = SURVEY DISK
 DN9651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9651_STAMPING: 23892 A 2010
 DN9651_MARK LOGO: SWFWMD
 DN9651_PROJECTION: FLUSH
 DN9651_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9651+STABILITY: SURFACE MOTION
 DN9651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9651+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2015
 DN9651_ROD/PIPE-DEPTH: 9.9 meters
 DN9651
 DN9651  HISTORY     - Date     Condition        Report By
 DN9651  HISTORY     - 20100720 MONUMENTED       FLDEP
 DN9651  HISTORY     - 20150828 GOOD             FLDEP
 DN9651
 DN9651                          STATION DESCRIPTION
 DN9651
 DN9651'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9651'THE MARK IS ABOUT 6.8 MI (10.9 KM) WEST-SOUTHWEST OF HESPERIDES, 4.0
 DN9651'MI (6.4 KM) SOUTH-SOUTHEAST OF LAKE WALES, 2.6 MI (4.2 KM)
 DN9651'WEST-NORTHWEST OF BABSON PARK, IN SECTION 30, TOWNSHIP 30 SOUTH, RANGE
 DN9651'28 EAST.
 DN9651'
 DN9651'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9651'ROAD 640 ABOUT 4.5 MI (7.2 KM) SOUTH OF LAKE WALES, GO EAST ON COUNTY
 DN9651'ROAD 640 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROAD 17 (U.S.
 DN9651'HIGHWAY 27 ALTERNATE).  CONTINUE EAST ON STATE ROAD 17 (U.S. HIGHWAY
 DN9651'27 ALTERNATE) FOR 0.45 MI (0.7 KM) TO THE JUNCTION OF MUNCIE ROAD ON
 DN9651'THE LEFT.  TURN LEFT ON MUNCIE ROAD AND GO NORTH FOR 0.25 MI (0.4 KM)
 DN9651'TO THE MARK ON THE LEFT, A DISK SET ON THE TOP OF AN ALUMINUM ROD
 DN9651'DRIVEN TO REFUSAL AT A DEPTH OF 32.5 FT (9.9 M) ENCASED IN A 6-INCH
 DN9651'(15 CM) PVC PIPE, FILLED WITH CONCRETE AND SURROUNDED BY CONCRETE,
 DN9651'FLUSH WITH THE GROUND AND ABOUT 2.5 FT (0.8 M) ABOVE THE LEVEL OF
 DN9651'MUNCIE ROAD.
 DN9651'
 DN9651'LOCATED 102.0 FT (31.1 M) NORTHWEST OF A POWER POLE NUMBER 40, 34.2 FT
 DN9651'(10.4 M) SOUTH OF SURVEY MARK 23892 B, 22.6 FT (6.9 M) WEST OF THE
 DN9651'APPROXIMATE CENTERLINE OF MUNCIE ROAD, 22.5 FT (6.9 M) SOUTH OF WELL
 DN9651'HEAD NUMBER 23892 AND 2.1 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
 DN9651'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9651'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DN9651
 DN9651                          STATION RECOVERY (2015)
 DN9651
 DN9651'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DN9651'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9652 ***********************************************************************
 DN9652  DESIGNATION -  23892 B
 DN9652  PID         -  DN9652
 DN9652  STATE/COUNTY-  FL/POLK
 DN9652  COUNTRY     -  US
 DN9652  USGS QUAD   -  BABSON PARK (2018)
 DN9652
 DN9652                         *CURRENT SURVEY CONTROL
 DN9652  ______________________________________________________________________
 DN9652* NAD 83(1986) POSITION- 27 50 48.8    (N) 081 33 43.4    (W)   HD_HELD2
 DN9652* NAVD 88 ORTHO HEIGHT -    50.191 (meters)      164.67  (feet) ADJUSTED
 DN9652  ______________________________________________________________________
 DN9652  GEOID HEIGHT    -        -26.444 (meters)                     GEOID18
 DN9652  DYNAMIC HEIGHT  -         50.116 (meters)      164.42  (feet) COMP
 DN9652  MODELED GRAVITY -    979,148.1   (mgal)                       NAVD 88
 DN9652
 DN9652  VERT ORDER      -  SECOND    CLASS I
 DN9652
 DN9652.The horizontal coordinates were established by autonomous hand held GPS
 DN9652.observations and have an estimated accuracy of +/- 10 meters.
 DN9652
 DN9652.The orthometric height was determined by differential leveling and
 DN9652.adjusted by the NATIONAL GEODETIC SURVEY
 DN9652.in December 2012.
 DN9652
 DN9652.No vertical observational check was made to the station.
 DN9652
 DN9652.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9652.GEOID18 height accuracy estimate available here.
 DN9652
 DN9652.Click photographs - Photos may exist for this station.
 DN9652
 DN9652.The dynamic height is computed by dividing the NAVD 88
 DN9652.geopotential number by the normal gravity value computed on the
 DN9652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9652.degrees latitude (g = 980.6199 gals.).
 DN9652
 DN9652.The modeled gravity was interpolated from observed gravity values.
 DN9652
 DN9652;                    North         East    Units  Estimated Accuracy
 DN9652;SPC FL W     -   389,319.      243,135.      MT  (+/- 10 meters HH2 GPS)
 DN9652
 DN9652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4465880368(NAD 83)
 DN9652
 DN9652                          SUPERSEDED SURVEY CONTROL
 DN9652
 DN9652.No superseded survey control is available for this station.
 DN9652
 DN9652_MARKER: DD = SURVEY DISK
 DN9652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9652_STAMPING: 23892 B 2010
 DN9652_MARK LOGO: SWFWMD
 DN9652_PROJECTION: FLUSH
 DN9652_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9652+STABILITY: SURFACE MOTION
 DN9652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9652+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2015
 DN9652_ROD/PIPE-DEPTH: 8.8 meters
 DN9652
 DN9652  HISTORY     - Date     Condition        Report By
 DN9652  HISTORY     - 20100720 MONUMENTED       FLDEP
 DN9652  HISTORY     - 20150828 GOOD             FLDEP
 DN9652
 DN9652                          STATION DESCRIPTION
 DN9652
 DN9652'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9652'THE MARK IS ABOUT 6.8 MI (10.9 KM) WEST-SOUTHWEST OF HESPERIDES, 4.0
 DN9652'MI (6.4 KM) SOUTH-SOUTHEAST OF LAKE WALES, 2.6 MI (4.2 KM)
 DN9652'WEST-NORTHWEST OF BABSON PARK, IN SECTION 30, TOWNSHIP 30 SOUTH, RANGE
 DN9652'28 EAST.
 DN9652'
 DN9652'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9652'ROAD 640 ABOUT 4.5 MI (7.2 KM) SOUTH OF LAKE WALES, GO EAST ON COUNTY
 DN9652'ROAD 640 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROAD 17 (U.S.
 DN9652'HIGHWAY 27 ALTERNATE).  CONTINUE EAST ON STATE ROAD 17 (U.S. HIGHWAY
 DN9652'27 ALTERNATE) FOR 0.45 MI (0.7 KM) TO THE JUNCTION OF MUNCIE ROAD ON
 DN9652'THE LEFT.  TURN LEFT ON MUNCIE ROAD AND GO NORTH FOR 0.25 MI (0.4 KM)
 DN9652'TO THE MARK ON THE LEFT, A DISK SET ON THE TOP OF AN ALUMINUM ROD
 DN9652'DRIVEN TO REFUSAL AT A DEPTH OF 28.9 FT (8.8 M) ENCASED IN A 6-INCH
 DN9652'(15 CM) PVC PIPE, FILLED WITH CONCRETE AND SURROUNDED BY CONCRETE,
 DN9652'FLUSH WITH THE GROUND AND ABOUT 2.5 FT (0.8 M) ABOVE THE LEVEL OF
 DN9652'MUNCIE ROAD.
 DN9652'
 DN9652'LOCATED 34.2 FT (10.4 M) NORTH OF SURVEY MARK 23892 A, 27.7 FT (8.4 M)
 DN9652'SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE OF A DRIVEWAY AT 3941
 DN9652'MUNCIE ROAD, 23.6 FT (7.2 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DN9652'MUNCIE ROAD, 17.1 FT (5.2 M) NORTH OF WELL HEAD NUMBER 23892 AND 1.7
 DN9652'FT (0.5 M) EAST OF A CARSONITE WITNESS POST.
 DN9652'
 DN9652'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9652'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DN9652
 DN9652                          STATION RECOVERY (2015)
 DN9652
 DN9652'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DN9652'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9650 ***********************************************************************
 DN9650  DESIGNATION -  23893 A
 DN9650  PID         -  DN9650
 DN9650  STATE/COUNTY-  FL/POLK
 DN9650  COUNTRY     -  US
 DN9650  USGS QUAD   -  BABSON PARK (2018)
 DN9650
 DN9650                         *CURRENT SURVEY CONTROL
 DN9650  ______________________________________________________________________
 DN9650* NAD 83(1986) POSITION- 27 50 32.9    (N) 081 34 16.1    (W)   HD_HELD2
 DN9650* NAVD 88 ORTHO HEIGHT -    53.613 (meters)      175.90  (feet) ADJUSTED
 DN9650  ______________________________________________________________________
 DN9650  GEOID HEIGHT    -        -26.406 (meters)                     GEOID18
 DN9650  DYNAMIC HEIGHT  -         53.532 (meters)      175.63  (feet) COMP
 DN9650  MODELED GRAVITY -    979,148.4   (mgal)                       NAVD 88
 DN9650
 DN9650  VERT ORDER      -  SECOND    CLASS I
 DN9650
 DN9650.The horizontal coordinates were established by autonomous hand held GPS
 DN9650.observations and have an estimated accuracy of +/- 10 meters.
 DN9650
 DN9650.The orthometric height was determined by differential leveling and
 DN9650.adjusted by the NATIONAL GEODETIC SURVEY
 DN9650.in December 2012.
 DN9650
 DN9650.No vertical observational check was made to the station.
 DN9650
 DN9650.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9650.GEOID18 height accuracy estimate available here.
 DN9650
 DN9650.Click photographs - Photos may exist for this station.
 DN9650
 DN9650.The dynamic height is computed by dividing the NAVD 88
 DN9650.geopotential number by the normal gravity value computed on the
 DN9650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9650.degrees latitude (g = 980.6199 gals.).
 DN9650
 DN9650.The modeled gravity was interpolated from observed gravity values.
 DN9650
 DN9650;                    North         East    Units  Estimated Accuracy
 DN9650;SPC FL W     -   388,827.      242,243.      MT  (+/- 10 meters HH2 GPS)
 DN9650
 DN9650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4376279883(NAD 83)
 DN9650
 DN9650                          SUPERSEDED SURVEY CONTROL
 DN9650
 DN9650.No superseded survey control is available for this station.
 DN9650
 DN9650_MARKER: DD = SURVEY DISK
 DN9650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9650_STAMPING: 23893 A 2010
 DN9650_MARK LOGO: SWFWMD
 DN9650_PROJECTION: FLUSH
 DN9650_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9650+STABILITY: SURFACE MOTION
 DN9650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9650+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2015
 DN9650_ROD/PIPE-DEPTH: 9.2 meters
 DN9650
 DN9650  HISTORY     - Date     Condition        Report By
 DN9650  HISTORY     - 20100720 MONUMENTED       FLDEP
 DN9650  HISTORY     - 20150828 GOOD             FLDEP
 DN9650
 DN9650                          STATION DESCRIPTION
 DN9650
 DN9650'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9650'THE MARK IS ABOUT 7.1 MI (11.4 KM) NORTH-NORTHWEST OF FROST PROOF, 4.1
 DN9650'MI (6.6 KM) SOUTH-SOUTHEAST OF LAKE WALES, 3.1 MI (5.0 KM)
 DN9650'WEST-NORTHWEST OF BABSON PARK, IN SECTION 25, TOWNSHIP 30 SOUTH, RANGE
 DN9650'27 EAST.
 DN9650'
 DN9650'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DN9650'ROAD 640 ABOUT 4.5 MI (7.2 KM) SOUTH OF LAKE WALES, GO EAST ON COUNTY
 DN9650'ROAD 640 FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF THORNBURG ROAD ON THE
 DN9650'RIGHT AND THE MARK ON THE RIGHT, A DISK SET ON THE TOP OF AN ALUMINUM
 DN9650'ROD DRIVEN TO REFUSAL AT A DEPTH OF 30.2 FT (9.2 M) ENCASED IN A
 DN9650'6-INCH (15 CM) PVC PIPE, FILLED WITH CONCRETE AND SURROUNDED BY
 DN9650'CONCRETE, FLUSH WITH THE GROUND AND LEVEL WITH THE THORNBURG ROAD.
 DN9650'
 DN9650'LOCATED 131.1 FT (40.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DN9650'COUNTY ROAD 640, 64.3 FT (19.6 M) NORTH OF A WOODEN POWER POLE, 25.6
 DN9650'FT (7.8 M) WEST OF THE APPROXIMATE CENTERLINE OF THORNBURG ROAD, 7.9
 DN9650'FT (2.4 M) NORTH OF WELL HEAD NUMBER 23893 AND 2.1 FT (0.6 M) EAST OF
 DN9650'A CARSONITE WITNESS POST.
 DN9650'
 DN9650'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9650'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DN9650
 DN9650                          STATION RECOVERY (2015)
 DN9650
 DN9650'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DN9650'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1876 ***********************************************************************
 DO1876  DESIGNATION -  23894 A
 DO1876  PID         -  DO1876
 DO1876  STATE/COUNTY-  FL/POLK
 DO1876  COUNTRY     -  US
 DO1876  USGS QUAD   -  BABSON PARK (2018)
 DO1876
 DO1876                         *CURRENT SURVEY CONTROL
 DO1876  ______________________________________________________________________
 DO1876* NAD 83(1986) POSITION- 27 51 03.4    (N) 081 34 20.0    (W)   HD_HELD2
 DO1876* NAVD 88 ORTHO HEIGHT -    49.204 (meters)      161.43  (feet) ADJUSTED
 DO1876  ______________________________________________________________________
 DO1876  GEOID HEIGHT    -        -26.427 (meters)                     GEOID18
 DO1876  DYNAMIC HEIGHT  -         49.130 (meters)      161.19  (feet) COMP
 DO1876  MODELED GRAVITY -    979,148.9   (mgal)                       NAVD 88
 DO1876
 DO1876  VERT ORDER      -  FIRST     CLASS II
 DO1876
 DO1876.The horizontal coordinates were established by autonomous hand held GPS
 DO1876.observations and have an estimated accuracy of +/- 10 meters.
 DO1876
 DO1876.The orthometric height was determined by differential leveling and
 DO1876.adjusted by the NATIONAL GEODETIC SURVEY
 DO1876.in December 2012.
 DO1876
 DO1876.No vertical observational check was made to the station.
 DO1876
 DO1876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1876.GEOID18 height accuracy estimate available here.
 DO1876
 DO1876.Click photographs - Photos may exist for this station.
 DO1876
 DO1876.The dynamic height is computed by dividing the NAVD 88
 DO1876.geopotential number by the normal gravity value computed on the
 DO1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1876.degrees latitude (g = 980.6199 gals.).
 DO1876
 DO1876.The modeled gravity was interpolated from observed gravity values.
 DO1876
 DO1876;                    North         East    Units  Estimated Accuracy
 DO1876;SPC FL W     -   389,765.      242,133.      MT  (+/- 10 meters HH2 GPS)
 DO1876
 DO1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4365980822(NAD 83)
 DO1876
 DO1876                          SUPERSEDED SURVEY CONTROL
 DO1876
 DO1876.No superseded survey control is available for this station.
 DO1876
 DO1876_STAMPING: 23894 A 2011
 DO1876_MARK LOGO: SWFWMD
 DO1876_PROJECTION: FLUSH
 DO1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1876+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2011
 DO1876_ROD/PIPE-DEPTH: 11.9 meters
 DO1876
 DO1876  HISTORY     - Date     Condition        Report By
 DO1876  HISTORY     - 20110710 MONUMENTED       FLDEP
 DO1876  HISTORY     - 20151011 MARK NOT FOUND   FLDEP
 DO1876
 DO1876                          STATION DESCRIPTION
 DO1876
 DO1876'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1876'THE MARK IS ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF HESPERIDES, 3.6
 DO1876'MI (5.8 KM) SOUTH-SOUTHEAST OF LAKE WALES, 3.3 MI (5.3 KM)
 DO1876'WEST-NORTHWEST OF BABSON PARK, IN SECTION 24, TOWNSHIP 30 SOUTH, RANGE
 DO1876'27 EAST.
 DO1876'
 DO1876'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO1876'HIGHWAY 27 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.8 MI (2.9
 DO1876'KM) TO THE JUNCTION OF HUNT BROTHERS ROAD (COUNTY ROAD 17B) ON THE
 DO1876'LEFT.  TURN LEFT ON HUNT BROTHERS ROAD (COUNTY ROAD 17B) AND GO EAST
 DO1876'FOR 0.75 MI (1.2 KM) TO THE INTERSECTION OF STATE ROAD 17 (SOUTH
 DO1876'SCENIC HIGHWAY).  TURN RIGHT ON STATE ROAD 17 AND GO SOUTH FOR 1.7 MI
 DO1876'(2.7 KM) TO A RESIDENCE AT 3742 STATE ROAD 17 (SOUTH SCENIC HIGHWAY)
 DO1876'ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO1876'REFUSAL AT A DEPTH OF 38.9 FT (11.9 M) WITH AN ALUMINUM DISK ATTACHED
 DO1876'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DO1876'LEVEL WITH STATE ROAD 17 (SOUTH SCENIC HIGHWAY).
 DO1876'
 DO1876'LOCATED 30.8 FT (9.4 M) WEST OF THE APPROXIMATE CENTERLINE OF STATE
 DO1876'ROAD 17 (SOUTH SCENIC HIGHWAY), 14.0 FT (4.3 M) SOUTH OF THE
 DO1876'APPROXIMATE CENTERLINE OF THE DRIVEWAY AT 3742 STATE ROAD 17 (SOUTH
 DO1876'SCENIC HIGHWAY), 6.4 FT (2.0 M) WEST OF THE METAL GUARDRAIL, 2.6 FT
 DO1876'(0.8 M) EAST OF THE CHAIN LINK FENCE AND 1.6 FT (0.5 M) EAST OF A
 DO1876'CARSONITE WITNESS POST.
 DO1876'
 DO1876'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1876'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO1876
 DO1876                          STATION RECOVERY (2015)
 DO1876
 DO1876'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DO1876'NOT RECOVERED.
 DO1876'
 DO1876'NOTE-THE ROD WAS FOUND BADLY BENT AND THE DISK WAS MISSING.  SURVEY
 DO1876'MARK 23894 C WAS SET IN A CONCRETE RETAINING WALL NEARBY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1877 ***********************************************************************
 DO1877  DESIGNATION -  23894 B
 DO1877  PID         -  DO1877
 DO1877  STATE/COUNTY-  FL/POLK
 DO1877  COUNTRY     -  US
 DO1877  USGS QUAD   -  BABSON PARK (2018)
 DO1877
 DO1877                         *CURRENT SURVEY CONTROL
 DO1877  ______________________________________________________________________
 DO1877* NAD 83(1986) POSITION- 27 51 03.5    (N) 081 34 24.6    (W)   HD_HELD2
 DO1877* NAVD 88 ORTHO HEIGHT -    38.115 (meters)      125.05  (feet) ADJUSTED
 DO1877  ______________________________________________________________________
 DO1877  GEOID HEIGHT    -        -26.424 (meters)                     GEOID18
 DO1877  DYNAMIC HEIGHT  -         38.058 (meters)      124.86  (feet) COMP
 DO1877  MODELED GRAVITY -    979,149.0   (mgal)                       NAVD 88
 DO1877
 DO1877  VERT ORDER      -  FIRST     CLASS II
 DO1877
 DO1877.The horizontal coordinates were established by autonomous hand held GPS
 DO1877.observations and have an estimated accuracy of +/- 10 meters.
 DO1877
 DO1877.The orthometric height was determined by differential leveling and
 DO1877.adjusted by the NATIONAL GEODETIC SURVEY
 DO1877.in December 2012.
 DO1877
 DO1877.No vertical observational check was made to the station.
 DO1877
 DO1877.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1877.GEOID18 height accuracy estimate available here.
 DO1877
 DO1877.Click photographs - Photos may exist for this station.
 DO1877
 DO1877.The dynamic height is computed by dividing the NAVD 88
 DO1877.geopotential number by the normal gravity value computed on the
 DO1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1877.degrees latitude (g = 980.6199 gals.).
 DO1877
 DO1877.The modeled gravity was interpolated from observed gravity values.
 DO1877
 DO1877;                    North         East    Units  Estimated Accuracy
 DO1877;SPC FL W     -   389,768.      242,007.      MT  (+/- 10 meters HH2 GPS)
 DO1877
 DO1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4353480826(NAD 83)
 DO1877
 DO1877                          SUPERSEDED SURVEY CONTROL
 DO1877
 DO1877.No superseded survey control is available for this station.
 DO1877
 DO1877_MARKER: DD = SURVEY DISK
 DO1877_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1877_STAMPING: 23894 B 2011
 DO1877_MARK LOGO: SWFWMD
 DO1877_PROJECTION: FLUSH
 DO1877_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1877+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2015
 DO1877_ROD/PIPE-DEPTH: 7.5 meters
 DO1877
 DO1877  HISTORY     - Date     Condition        Report By
 DO1877  HISTORY     - 20110710 MONUMENTED       FLDEP
 DO1877  HISTORY     - 20151011 GOOD             FLDEP
 DO1877
 DO1877                          STATION DESCRIPTION
 DO1877
 DO1877'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1877'THE MARK IS ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF HESPERIDES, 3.6
 DO1877'MI (5.8 KM) SOUTH-SOUTHEAST OF LAKE WALES, 3.3 MI (5.3 KM)
 DO1877'WEST-NORTHWEST OF BABSON PARK, IN SECTION 24, TOWNSHIP 30 SOUTH, RANGE
 DO1877'27 EAST.
 DO1877'
 DO1877'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO1877'HIGHWAY 27 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.8 MI (2.9
 DO1877'KM) TO THE JUNCTION OF HUNT BROTHERS ROAD (COUNTY ROAD 17B) ON THE
 DO1877'LEFT.  TURN LEFT ON HUNT BROTHERS ROAD (COUNTY ROAD 17B) AND GO EAST
 DO1877'FOR 0.75 MI (1.2 KM) TO THE INTERSECTION OF STATE ROAD 17 (SOUTH
 DO1877'SCENIC HIGHWAY).  TURN RIGHT ON STATE ROAD 17 AND GO SOUTH FOR 1.7 MI
 DO1877'(2.7 KM) TO A RESIDENCE AT 3742 STATE ROAD 17 (SOUTH SCENIC HIGHWAY)
 DO1877'ON THE RIGHT.  TURN RIGHT ON THE DRIVEWAY AND GO WEST FOR ABOUT 400.0
 DO1877'FT (121.9 M) TO THE TARDANICO RESIDENCE ALONG THE NORTH PROPERTY LINE
 DO1877'AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 24.6 FT
 DO1877'(7.5 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM)
 DO1877'PVC PIPE FLUSH WITH THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE
 DO1877'LEVEL OF THE CONCRETE DRIVEWAY.
 DO1877'
 DO1877'LOCATED 74.0 FT (22.6 M) NORTH OF THE NORTHWEST CORNER OF THE
 DO1877'TARDANICO HOME, 15.3 FT (4.7 M) WEST OF THE NORTHWEST CONNER OF THE
 DO1877'SHED, 11.5 FT (3.5 M) EAST OF THE NORTHEAST CORNER OF THE CARPORT AND
 DO1877'1.0 FT (0.3 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DO1877'
 DO1877'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1877'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO1877
 DO1877                          STATION RECOVERY (2015)
 DO1877
 DO1877'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DO1877'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3074 ***********************************************************************
 DQ3074  DESIGNATION -  23894 C
 DQ3074  PID         -  DQ3074
 DQ3074  STATE/COUNTY-  FL/POLK
 DQ3074  COUNTRY     -  US
 DQ3074  USGS QUAD   -  BABSON PARK (2018)
 DQ3074
 DQ3074                         *CURRENT SURVEY CONTROL
 DQ3074  ______________________________________________________________________
 DQ3074* NAD 83(1986) POSITION- 27 51 03.3    (N) 081 34 19.7    (W)   HD_HELD2
 DQ3074* NAVD 88 ORTHO HEIGHT -    49.350 (meters)      161.91  (feet) ADJUSTED
 DQ3074  ______________________________________________________________________
 DQ3074  GEOID HEIGHT    -        -26.427 (meters)                     GEOID18
 DQ3074  DYNAMIC HEIGHT  -         49.277 (meters)      161.67  (feet) COMP
 DQ3074  MODELED GRAVITY -    979,148.9   (mgal)                       NAVD 88
 DQ3074
 DQ3074  VERT ORDER      -  FIRST     CLASS II
 DQ3074
 DQ3074.The horizontal coordinates were established by autonomous hand held GPS
 DQ3074.observations and have an estimated accuracy of +/- 10 meters.
 DQ3074
 DQ3074.The orthometric height was determined by differential leveling and
 DQ3074.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3074.in October 2016.
 DQ3074
 DQ3074.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3074.GEOID18 height accuracy estimate available here.
 DQ3074
 DQ3074.Click photographs - Photos may exist for this station.
 DQ3074
 DQ3074.The dynamic height is computed by dividing the NAVD 88
 DQ3074.geopotential number by the normal gravity value computed on the
 DQ3074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3074.degrees latitude (g = 980.6199 gals.).
 DQ3074
 DQ3074.The modeled gravity was interpolated from observed gravity values.
 DQ3074
 DQ3074;                    North         East    Units  Estimated Accuracy
 DQ3074;SPC FL W     -   389,762.      242,141.      MT  (+/- 10 meters HH2 GPS)
 DQ3074
 DQ3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4366880819(NAD 83)
 DQ3074
 DQ3074                          SUPERSEDED SURVEY CONTROL
 DQ3074
 DQ3074.No superseded survey control is available for this station.
 DQ3074
 DQ3074_MARKER: DD = SURVEY DISK
 DQ3074_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3074_SP_SET: RETAINING WALL
 DQ3074_STAMPING: 23894 C 2015
 DQ3074_MARK LOGO: FLDEP
 DQ3074_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3074+STABILITY: SURFACE MOTION
 DQ3074_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3074+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2015
 DQ3074
 DQ3074  HISTORY     - Date     Condition        Report By
 DQ3074  HISTORY     - 20150927 MONUMENTED       FLDEP
 DQ3074
 DQ3074                          STATION DESCRIPTION
 DQ3074
 DQ3074'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3074'THE MARK IS ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF HESPERIDES, 3.6
 DQ3074'MI (5.8 KM) SOUTH-SOUTHEAST OF LAKE WALES, 3.3 MI (5.3 KM)
 DQ3074'WEST-NORTHWEST OF BABSON PARK, IN SECTION 24, TOWNSHIP 30 SOUTH, RANGE
 DQ3074'27 EAST.
 DQ3074'
 DQ3074'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DQ3074'HIGHWAY 27 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.8 MI (2.9
 DQ3074'KM) TO THE JUNCTION OF HUNT BROTHERS ROAD (COUNTY ROAD 17B) ON THE
 DQ3074'LEFT.  TURN LEFT ON HUNT BROTHERS ROAD (COUNTY ROAD 17B) AND GO EAST
 DQ3074'FOR 0.75 MI (1.2 KM) TO THE INTERSECTION OF STATE ROAD 17 (SOUTH
 DQ3074'SCENIC HIGHWAY).  TURN RIGHT ON STATE ROAD 17 AND GO SOUTH FOR 1.7 MI
 DQ3074'(2.7 KM) TO A RESIDENCE AT 3742 STATE ROAD 17 (SOUTH SCENIC HIGHWAY)
 DQ3074'ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE
 DQ3074'RETAINING WALL PROJECTING 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE GROUND
 DQ3074'AND LEVEL WITH STATE ROAD 17 (SOUTH SCENIC HIGHWAY).
 DQ3074'
 DQ3074'LOCATED 30.2 FT (9.2 M) WEST OF THE APPROXIMATE CENTERLINE OF STATE
 DQ3074'ROAD 17 (SOUTH SCENIC HIGHWAY), 26.0 FT (7.9 M) SOUTH OF THE
 DQ3074'APPROXIMATE CENTERLINE OF THE DRIVEWAY AT 3742 STATE ROAD 17 (SOUTH
 DQ3074'SCENIC HIGHWAY), 15.6 FT (4.8 M) SOUTH-SOUTHEAST OF THE CHAIN LINK
 DQ3074'FENCE CORNER POST, 13.9 FT (4.2 M) SOUTH-SOUTHEAST OF A CARSONITE
 DQ3074'WITNESS POST AND 5.7 FT (1.7 M) WEST OF THE METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1870 ***********************************************************************
 DO1870  DESIGNATION -  23895 A
 DO1870  PID         -  DO1870
 DO1870  STATE/COUNTY-  FL/POLK
 DO1870  COUNTRY     -  US
 DO1870  USGS QUAD   -  BABSON PARK (2018)
 DO1870
 DO1870                         *CURRENT SURVEY CONTROL
 DO1870  ______________________________________________________________________
 DO1870* NAD 83(1986) POSITION- 27 51 47.3    (N) 081 34 12.6    (W)   HD_HELD2
 DO1870* NAVD 88 ORTHO HEIGHT -    33.662 (meters)      110.44  (feet) ADJUSTED
 DO1870  ______________________________________________________________________
 DO1870  GEOID HEIGHT    -        -26.468 (meters)                     GEOID18
 DO1870  DYNAMIC HEIGHT  -         33.612 (meters)      110.28  (feet) COMP
 DO1870  MODELED GRAVITY -    979,149.3   (mgal)                       NAVD 88
 DO1870
 DO1870  VERT ORDER      -  FIRST     CLASS II
 DO1870
 DO1870.The horizontal coordinates were established by autonomous hand held GPS
 DO1870.observations and have an estimated accuracy of +/- 10 meters.
 DO1870
 DO1870.The orthometric height was determined by differential leveling and
 DO1870.adjusted by the NATIONAL GEODETIC SURVEY
 DO1870.in December 2012.
 DO1870
 DO1870.No vertical observational check was made to the station.
 DO1870
 DO1870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1870.GEOID18 height accuracy estimate available here.
 DO1870
 DO1870.Click photographs - Photos may exist for this station.
 DO1870
 DO1870.The dynamic height is computed by dividing the NAVD 88
 DO1870.geopotential number by the normal gravity value computed on the
 DO1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1870.degrees latitude (g = 980.6199 gals.).
 DO1870
 DO1870.The modeled gravity was interpolated from observed gravity values.
 DO1870
 DO1870;                    North         East    Units  Estimated Accuracy
 DO1870;SPC FL W     -   391,117.      242,330.      MT  (+/- 10 meters HH2 GPS)
 DO1870
 DO1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4386882172(NAD 83)
 DO1870
 DO1870                          SUPERSEDED SURVEY CONTROL
 DO1870
 DO1870.No superseded survey control is available for this station.
 DO1870
 DO1870_MARKER: DD = SURVEY DISK
 DO1870_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1870_STAMPING: 23895 A 2011
 DO1870_MARK LOGO: SWFWMD
 DO1870_PROJECTION: FLUSH
 DO1870_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1870+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2011
 DO1870_ROD/PIPE-DEPTH: 12.4 meters
 DO1870
 DO1870  HISTORY     - Date     Condition        Report By
 DO1870  HISTORY     - 20110710 MONUMENTED       FLDEP
 DO1870
 DO1870                          STATION DESCRIPTION
 DO1870
 DO1870'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1870'THE MARK IS ABOUT 6.9 MI (11.1 KM) WEST-SOUTHWEST OF HESPERIDES, 3.6
 DO1870'MI (5.8 KM) NORTHWEST OF BABSON PARK, 2.8 MI (4.5 KM) SOUTH-SOUTHEAST
 DO1870'OF LAKE WALES, IN SECTION 24, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1870'
 DO1870'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO1870'HIGHWAY 27 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.8 MI (2.9
 DO1870'KM) TO THE JUNCTION OF HUNT BROTHERS ROAD (COUNTY ROAD 17B) ON THE
 DO1870'LEFT.  TURN LEFT ON HUNT BROTHERS ROAD (COUNTY ROAD 17B) AND GO EAST
 DO1870'FOR 0.75 MI (1.2 KM) TO THE INTERSECTION OF STATE ROAD 17 (SOUTH
 DO1870'SCENIC HIGHWAY).  TURN RIGHT ON STATE ROAD 17 AND GO SOUTH FOR 0.75 MI
 DO1870'(1.2 KM) TO THE JUNCTION OF NORTH HIGHLAND PARK DRIVE ON THE LEFT.
 DO1870'TURN LEFT ON NORTH HIGHLAND PARK DRIVE AND GO SOUTHEAST FOR 0.15 MI
 DO1870'(0.2 KM) TO THE JUNCTION OF SOUTH HIGHLAND PARK DRIVE ON THE RIGHT AND
 DO1870'THE MARK NEAR THE SOUTHWEST SHORE OF LAKE AMORET, AN ALUMINUM ROD
 DO1870'DRIVEN TO REFUSAL AT A DEPTH OF 40.6 FT (12.4 M) WITH AN ALUMINUM DISK
 DO1870'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DO1870'GROUND AND ABOUT 5.0 FT (1.5 M) BELOW THE LEVEL OF SOUTH HIGHLAND PARK
 DO1870'DRIVE.
 DO1870'
 DO1870'LOCATED 129.0 FT (39.3 M) EAST-SOUTHEAST OF A FIRE HYDRANT, 119.5 FT
 DO1870'(36.4 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF SOUTH
 DO1870'HIGHLAND PARK DRIVE, 99.7 FT (30.4 M) NORTHEAST OF A UTILITY POLE WITH
 DO1870'ONE STREET LIGHT ATTACHED, 87.8 FT (26.8 M) SOUTHWEST OF SURVEY MARK
 DO1870'23895 B AND 2.2 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DO1870'
 DO1870'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1870'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1871 ***********************************************************************
 DO1871  DESIGNATION -  23895 B
 DO1871  PID         -  DO1871
 DO1871  STATE/COUNTY-  FL/POLK
 DO1871  COUNTRY     -  US
 DO1871  USGS QUAD   -  BABSON PARK (2018)
 DO1871
 DO1871                         *CURRENT SURVEY CONTROL
 DO1871  ______________________________________________________________________
 DO1871* NAD 83(1986) POSITION- 27 51 48.0    (N) 081 34 12.2    (W)   HD_HELD2
 DO1871* NAVD 88 ORTHO HEIGHT -    33.312 (meters)      109.29  (feet) ADJUSTED
 DO1871  ______________________________________________________________________
 DO1871  GEOID HEIGHT    -        -26.469 (meters)                     GEOID18
 DO1871  DYNAMIC HEIGHT  -         33.263 (meters)      109.13  (feet) COMP
 DO1871  MODELED GRAVITY -    979,149.4   (mgal)                       NAVD 88
 DO1871
 DO1871  VERT ORDER      -  FIRST     CLASS II
 DO1871
 DO1871.The horizontal coordinates were established by autonomous hand held GPS
 DO1871.observations and have an estimated accuracy of +/- 10 meters.
 DO1871
 DO1871.The orthometric height was determined by differential leveling and
 DO1871.adjusted by the NATIONAL GEODETIC SURVEY
 DO1871.in December 2012.
 DO1871
 DO1871.No vertical observational check was made to the station.
 DO1871
 DO1871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1871.GEOID18 height accuracy estimate available here.
 DO1871
 DO1871.Click photographs - Photos may exist for this station.
 DO1871
 DO1871.The dynamic height is computed by dividing the NAVD 88
 DO1871.geopotential number by the normal gravity value computed on the
 DO1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1871.degrees latitude (g = 980.6199 gals.).
 DO1871
 DO1871.The modeled gravity was interpolated from observed gravity values.
 DO1871
 DO1871;                    North         East    Units  Estimated Accuracy
 DO1871;SPC FL W     -   391,139.      242,341.      MT  (+/- 10 meters HH2 GPS)
 DO1871
 DO1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4387982193(NAD 83)
 DO1871
 DO1871                          SUPERSEDED SURVEY CONTROL
 DO1871
 DO1871.No superseded survey control is available for this station.
 DO1871
 DO1871_MARKER: DD = SURVEY DISK
 DO1871_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1871_STAMPING: 23895 B 2011
 DO1871_MARK LOGO: SWFWMD
 DO1871_PROJECTION: FLUSH
 DO1871_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1871+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2011
 DO1871_ROD/PIPE-DEPTH: 10.5 meters
 DO1871
 DO1871  HISTORY     - Date     Condition        Report By
 DO1871  HISTORY     - 20110710 MONUMENTED       FLDEP
 DO1871
 DO1871                          STATION DESCRIPTION
 DO1871
 DO1871'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1871'THE MARK IS ABOUT 6.9 MI (11.1 KM) WEST-SOUTHWEST OF HESPERIDES, 3.6
 DO1871'MI (5.8 KM) NORTHWEST OF BABSON PARK, 2.8 MI (4.5 KM) SOUTH-SOUTHEAST
 DO1871'OF LAKE WALES, IN SECTION 24, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1871'
 DO1871'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO1871'HIGHWAY 27 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.8 MI (2.9
 DO1871'KM) TO THE JUNCTION OF HUNT BROTHERS ROAD (COUNTY ROAD 17B) ON THE
 DO1871'LEFT.  TURN LEFT ON HUNT BROTHERS ROAD (COUNTY ROAD 17B) AND GO EAST
 DO1871'FOR 0.75 MI (1.2 KM) TO THE INTERSECTION OF STATE ROAD 17 (SOUTH
 DO1871'SCENIC HIGHWAY).  TURN RIGHT ON STATE ROAD 17 AND GO SOUTH FOR 0.75 MI
 DO1871'(1.2 KM) TO THE JUNCTION OF NORTH HIGHLAND PARK DRIVE ON THE LEFT.
 DO1871'TURN LEFT ON NORTH HIGHLAND PARK DRIVE AND GO SOUTHEAST FOR 0.15 MI
 DO1871'(0.2 KM) TO THE JUNCTION OF SOUTH HIGHLAND PARK DRIVE ON THE RIGHT AND
 DO1871'THE MARK NEAR THE SOUTHWEST SHORE OF LAKE AMORET, AN ALUMINUM ROD
 DO1871'DRIVEN TO REFUSAL AT A DEPTH OF 34.6 FT (10.5 M) WITH AN ALUMINUM DISK
 DO1871'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DO1871'GROUND AND ABOUT 5.0 FT (1.5 M) BELOW THE LEVEL OF NORTH HIGHLAND PARK
 DO1871'DRIVE.
 DO1871'
 DO1871'LOCATED 233.7 FT (71.2 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DO1871'NORTH HIGHLAND PARK DRIVE, 191.3 FT (58.3 M) EAST-SOUTHEAST OF A FLAG
 DO1871'POLE, 87.8 FT (26.8 M) NORTHEAST OF SURVEY MARK 23895 A AND 1.6 FT
 DO1871'(0.5 M) WEST OF A CARSONITE WITNESS POST.
 DO1871'
 DO1871'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1871'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1874 ***********************************************************************
 DO1874  DESIGNATION -  23897 A
 DO1874  PID         -  DO1874
 DO1874  STATE/COUNTY-  FL/POLK
 DO1874  COUNTRY     -  US
 DO1874  USGS QUAD   -  BABSON PARK (2018)
 DO1874
 DO1874                         *CURRENT SURVEY CONTROL
 DO1874  ______________________________________________________________________
 DO1874* NAD 83(1986) POSITION- 27 51 50.6    (N) 081 34 37.3    (W)   HD_HELD2
 DO1874* NAVD 88 ORTHO HEIGHT -    38.238 (meters)      125.45  (feet) ADJUSTED
 DO1874  ______________________________________________________________________
 DO1874  GEOID HEIGHT    -        -26.452 (meters)                     GEOID18
 DO1874  DYNAMIC HEIGHT  -         38.181 (meters)      125.27  (feet) COMP
 DO1874  MODELED GRAVITY -    979,149.8   (mgal)                       NAVD 88
 DO1874
 DO1874  VERT ORDER      -  FIRST     CLASS II
 DO1874
 DO1874.The horizontal coordinates were established by autonomous hand held GPS
 DO1874.observations and have an estimated accuracy of +/- 10 meters.
 DO1874
 DO1874.The orthometric height was determined by differential leveling and
 DO1874.adjusted by the NATIONAL GEODETIC SURVEY
 DO1874.in December 2012.
 DO1874
 DO1874.No vertical observational check was made to the station.
 DO1874
 DO1874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1874.GEOID18 height accuracy estimate available here.
 DO1874
 DO1874.Click photographs - Photos may exist for this station.
 DO1874
 DO1874.The dynamic height is computed by dividing the NAVD 88
 DO1874.geopotential number by the normal gravity value computed on the
 DO1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1874.degrees latitude (g = 980.6199 gals.).
 DO1874
 DO1874.The modeled gravity was interpolated from observed gravity values.
 DO1874
 DO1874;                    North         East    Units  Estimated Accuracy
 DO1874;SPC FL W     -   391,217.      241,654.      MT  (+/- 10 meters HH2 GPS)
 DO1874
 DO1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4319382276(NAD 83)
 DO1874
 DO1874                          SUPERSEDED SURVEY CONTROL
 DO1874
 DO1874.No superseded survey control is available for this station.
 DO1874
 DO1874_MARKER: DD = SURVEY DISK
 DO1874_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1874_STAMPING: 23897 A 2011
 DO1874_MARK LOGO: SWFWMD
 DO1874_PROJECTION: FLUSH
 DO1874_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1874_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1874+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2011
 DO1874_ROD/PIPE-DEPTH: 12.2 meters
 DO1874
 DO1874  HISTORY     - Date     Condition        Report By
 DO1874  HISTORY     - 20110710 MONUMENTED       FLDEP
 DO1874
 DO1874                          STATION DESCRIPTION
 DO1874
 DO1874'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1874'THE MARK IS ABOUT 7.3 MI (11.7 KM) WEST OF HESPERIDES, 4.0 MI (6.4 KM)
 DO1874'NORTHWEST OF BABSON PARK, 2.6 MI (4.2 KM) SOUTH-SOUTHEAST OF LAKE
 DO1874'WALES, IN SECTION 24, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1874'
 DO1874'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO1874'HIGHWAY 27 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.8 MI (2.9
 DO1874'KM) TO THE JUNCTION OF HUNT BROTHERS ROAD (COUNTY ROAD 17B) ON THE
 DO1874'LEFT.  TURN LEFT ON HUNT BROTHERS ROAD (COUNTY ROAD 17B) AND GO EAST
 DO1874'FOR 0.75 MI (1.2 KM) TO THE INTERSECTION OF STATE ROAD 17 (SOUTH
 DO1874'SCENIC HIGHWAY).  TURN RIGHT ON STATE ROAD 17 AND GO SOUTH FOR 0.8 MI
 DO1874'(1.3 KM) TO THE JUNCTION OF SCOTT ROAD ON THE RIGHT.  TURN RIGHT ON
 DO1874'SCOTT ROAD AND GO WEST FOR 0.25 MI (0.4 KM) TO A RESIDENCE AT 2848
 DO1874'SCOTT ROAD AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO1874'REFUSAL AT A DEPTH OF 40.1 FT (12.2 M) WITH AN ALUMINUM DISK ATTACHED
 DO1874'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DO1874'ABOUT 8.0 FT (2.4 M) BELOW THE LEVEL OF SCOTT ROAD.
 DO1874'
 DO1874'LOCATED 48.3 FT (14.7 M) WEST OF SURVEY MARK 23897 B, 30.7 FT (9.4 M)
 DO1874'NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE DIRT DRIVEWAY AT
 DO1874'2848 SCOTT ROAD, 8.2 FT (2.5 M) NORTHEAST OF A UTILITY POLE WITH ONE
 DO1874'TRANSFORMER ATTACHED AND 1.6 FT (0.5 M) NORTH OF A CARSONITE WITNESS
 DO1874'POST.
 DO1874'
 DO1874'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1874'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1875 ***********************************************************************
 DO1875  DESIGNATION -  23897 B
 DO1875  PID         -  DO1875
 DO1875  STATE/COUNTY-  FL/POLK
 DO1875  COUNTRY     -  US
 DO1875  USGS QUAD   -  BABSON PARK (2018)
 DO1875
 DO1875                         *CURRENT SURVEY CONTROL
 DO1875  ______________________________________________________________________
 DO1875* NAD 83(1986) POSITION- 27 51 50.6    (N) 081 34 36.9    (W)   HD_HELD2
 DO1875* NAVD 88 ORTHO HEIGHT -    37.159 (meters)      121.91  (feet) ADJUSTED
 DO1875  ______________________________________________________________________
 DO1875  GEOID HEIGHT    -        -26.452 (meters)                     GEOID18
 DO1875  DYNAMIC HEIGHT  -         37.103 (meters)      121.73  (feet) COMP
 DO1875  MODELED GRAVITY -    979,149.8   (mgal)                       NAVD 88
 DO1875
 DO1875  VERT ORDER      -  FIRST     CLASS II
 DO1875
 DO1875.The horizontal coordinates were established by autonomous hand held GPS
 DO1875.observations and have an estimated accuracy of +/- 10 meters.
 DO1875
 DO1875.The orthometric height was determined by differential leveling and
 DO1875.adjusted by the NATIONAL GEODETIC SURVEY
 DO1875.in December 2012.
 DO1875
 DO1875.No vertical observational check was made to the station.
 DO1875
 DO1875.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1875.GEOID18 height accuracy estimate available here.
 DO1875
 DO1875.Click photographs - Photos may exist for this station.
 DO1875
 DO1875.The dynamic height is computed by dividing the NAVD 88
 DO1875.geopotential number by the normal gravity value computed on the
 DO1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1875.degrees latitude (g = 980.6199 gals.).
 DO1875
 DO1875.The modeled gravity was interpolated from observed gravity values.
 DO1875
 DO1875;                    North         East    Units  Estimated Accuracy
 DO1875;SPC FL W     -   391,217.      241,665.      MT  (+/- 10 meters HH2 GPS)
 DO1875
 DO1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4320482276(NAD 83)
 DO1875
 DO1875                          SUPERSEDED SURVEY CONTROL
 DO1875
 DO1875.No superseded survey control is available for this station.
 DO1875
 DO1875_MARKER: DD = SURVEY DISK
 DO1875_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1875_STAMPING: 23897 B 2011
 DO1875_MARK LOGO: SWFWMD
 DO1875_PROJECTION: FLUSH
 DO1875_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1875_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1875+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2011
 DO1875_ROD/PIPE-DEPTH: 9.0 meters
 DO1875
 DO1875  HISTORY     - Date     Condition        Report By
 DO1875  HISTORY     - 20110710 MONUMENTED       FLDEP
 DO1875
 DO1875                          STATION DESCRIPTION
 DO1875
 DO1875'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1875'THE MARK IS ABOUT 7.3 MI (11.7 KM) WEST OF HESPERIDES, 4.0 MI (6.4 KM)
 DO1875'NORTHWEST OF BABSON PARK, 2.6 MI (4.2 KM) SOUTH-SOUTHEAST OF LAKE
 DO1875'WALES, IN SECTION 24, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1875'
 DO1875'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO1875'HIGHWAY 27 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.8 MI (2.9
 DO1875'KM) TO THE JUNCTION OF HUNT BROTHERS ROAD (COUNTY ROAD 17B) ON THE
 DO1875'LEFT.  TURN LEFT ON HUNT BROTHERS ROAD (COUNTY ROAD 17B) AND GO EAST
 DO1875'FOR 0.75 MI (1.2 KM) TO THE INTERSECTION OF STATE ROAD 17 (SOUTH
 DO1875'SCENIC HIGHWAY).  TURN RIGHT ON STATE ROAD 17 AND GO SOUTH FOR 0.8 MI
 DO1875'(1.3 KM) TO THE JUNCTION OF SCOTT ROAD ON THE RIGHT.  TURN RIGHT ON
 DO1875'SCOTT ROAD AND GO WEST FOR 0.25 MI (0.4 KM) TO A RESIDENCE AT 2848
 DO1875'SCOTT ROAD AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO1875'REFUSAL AT A DEPTH OF 29.6 FT (9.0 M) WITH AN ALUMINUM DISK ATTACHED
 DO1875'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DO1875'ABOUT 12.0 FT (3.7 M) BELOW THE LEVEL OF SCOTT ROAD.
 DO1875'
 DO1875'LOCATED 56.0 FT (17.1 M) EAST OF A UTILITY POLE WITH ONE TRANSFORMER
 DO1875'ATTACHED, 55.9 FT (17.0 M) SOUTHEAST OF A STAFF GAUGE, 50.2 FT (15.3
 DO1875'M) NORTH OF THE APPROXIMATE CENTERLINE OF SCOTT ROAD, 48.3 FT (14.7 M)
 DO1875'EAST OF SURVEY MARK 23897 A AND 1.7 FT (0.5 M) NORTHWEST OF A
 DO1875'CARSONITE WITNESS POST.
 DO1875'
 DO1875'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1875'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0073 ***********************************************************************
 AL0073  DESIGNATION -  239
 AL0073  PID         -  AL0073
 AL0073  STATE/COUNTY-  FL/PINELLAS
 AL0073  COUNTRY     -  US
 AL0073  USGS QUAD   -  OLDSMAR (2018)
 AL0073
 AL0073                         *CURRENT SURVEY CONTROL
 AL0073  ______________________________________________________________________
 AL0073* NAD 83(1986) POSITION- 28 06 31.     (N) 082 44 23.     (W)   SCALED
 AL0073* NAVD 88 ORTHO HEIGHT -     3.392 (meters)       11.13  (feet) ADJUSTED
 AL0073  ______________________________________________________________________
 AL0073  GEOID HEIGHT    -        -25.031 (meters)                     GEOID18
 AL0073  DYNAMIC HEIGHT  -          3.387 (meters)       11.11  (feet) COMP
 AL0073  MODELED GRAVITY -    979,192.5   (mgal)                       NAVD 88
 AL0073
 AL0073  VERT ORDER      -  SECOND    CLASS II
 AL0073
 AL0073.The horizontal coordinates were scaled from a map and have
 AL0073.an estimated accuracy of +/- 6 seconds.
 AL0073
 AL0073.The orthometric height was determined by differential leveling and
 AL0073.adjusted by the NATIONAL GEODETIC SURVEY
 AL0073.in June 1991.
 AL0073
 AL0073.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0073.GEOID18 height accuracy estimate available here.
 AL0073
 AL0073.Click photographs - Photos may exist for this station.
 AL0073
 AL0073.The dynamic height is computed by dividing the NAVD 88
 AL0073.geopotential number by the normal gravity value computed on the
 AL0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0073.degrees latitude (g = 980.6199 gals.).
 AL0073
 AL0073.The modeled gravity was interpolated from observed gravity values.
 AL0073
 AL0073;                    North         East    Units  Estimated Accuracy
 AL0073;SPC FL W     -   418,470.      127,320.      MT  (+/- 180 meters Scaled)
 AL0073
 AL0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291104(NAD 83)
 AL0073
 AL0073                          SUPERSEDED SURVEY CONTROL
 AL0073
 AL0073  NGVD 29 (??/??/92)    3.652  (m)           11.98   (f) ADJ UNCH    2 2
 AL0073
 AL0073.Superseded values are not recommended for survey control.
 AL0073
 AL0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0073.See file dsdata.pdf to determine how the superseded data were derived.
 AL0073
 AL0073_MARKER: DD = SURVEY DISK
 AL0073_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0073_SP_SET: CULVERT HEADWALL
 AL0073_STAMPING: 239
 AL0073_MARK LOGO: FLSRD
 AL0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0073+STABILITY: SURFACE MOTION
 AL0073
 AL0073  HISTORY     - Date     Condition        Report By
 AL0073  HISTORY     - UNK      MONUMENTED       FLHD
 AL0073  HISTORY     - 1976     GOOD             FLDT
 AL0073  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0073
 AL0073                          STATION DESCRIPTION
 AL0073
 AL0073'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0073'1.6 MI S FROM TARPON SPRINGS.
 AL0073'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0073'KEYSTONE RD. (S.R. 582), SOUTHERLY ON U.S. 19 FOR 2.85 MILE.
 AL0073'STATION ON LEFT, 62.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0073'36.5 FT. W/SW OF POWER POLE, NO NUMBER.  SET IN TOP OF THE
 AL0073'CONCRETE HEADWALL.  SECTION 30, T27S, R16E.
 AL0073
 AL0073                          STATION RECOVERY (1984)
 AL0073
 AL0073'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0073'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG0058 ***********************************************************************
 BG0058  DESIGNATION -  239
 BG0058  PID         -  BG0058
 BG0058  STATE/COUNTY-  FL/ESCAMBIA
 BG0058  COUNTRY     -  US
 BG0058  USGS QUAD   -  CANTONMENT (2018)
 BG0058
 BG0058                         *CURRENT SURVEY CONTROL
 BG0058  ______________________________________________________________________
 BG0058* NAD 83(1986) POSITION- 30 37 13.     (N) 087 19 22.     (W)   SCALED
 BG0058* NAVD 88 ORTHO HEIGHT -    38.147 (meters)      125.15  (feet) ADJUSTED
 BG0058* NAVD 88 EPOCH        -  2009.55
 BG0058  **This station is located in a suspected subsidence area (see below).
 BG0058  ______________________________________________________________________
 BG0058  GEOID HEIGHT    -        -27.681 (meters)                     GEOID18
 BG0058  DYNAMIC HEIGHT  -         38.097 (meters)      124.99  (feet) COMP
 BG0058  MODELED GRAVITY -    979,354.4   (mgal)                       NAVD 88
 BG0058
 BG0058  VERT ORDER      -  FIRST     CLASS II
 BG0058
 BG0058.The horizontal coordinates were scaled from a map and have
 BG0058.an estimated accuracy of +/- 6 seconds.
 BG0058
 BG0058.** This station is in an area of known vertical motion.  Due to the
 BG0058.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG0058.** determined the orthometric heights for marks in these suspect
 BG0058.** subsidence areas should be considered valid only at the epoch date
 BG0058.** associated with the orthometric height.  These heights must always
 BG0058.** be validated when used as control.  All previously superseded
 BG0058.** orthometric heights are now considered suspect and are available
 BG0058.** in the superseded section.  NGS does not recommend using suspect
 BG0058.** or superseded heights as control.
 BG0058
 BG0058.The orthometric height was determined by differential leveling and
 BG0058.adjusted by the NATIONAL GEODETIC SURVEY
 BG0058.in June 1991.
 BG0058
 BG0058.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG0058.GEOID18 height accuracy estimate available here.
 BG0058
 BG0058.Click photographs - Photos may exist for this station.
 BG0058
 BG0058.The dynamic height is computed by dividing the NAVD 88
 BG0058.geopotential number by the normal gravity value computed on the
 BG0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0058.degrees latitude (g = 980.6199 gals.).
 BG0058
 BG0058.The modeled gravity was interpolated from observed gravity values.
 BG0058
 BG0058;                    North         East    Units  Estimated Accuracy
 BG0058;SPC FL N     -   182,960.      329,380.      MT  (+/- 180 meters Scaled)
 BG0058
 BG0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU690875(NAD 83)
 BG0058
 BG0058                          SUPERSEDED SURVEY CONTROL
 BG0058
 BG0058  NGVD 29 (??/??/92)   38.184  (m)          125.28   (f) ADJ UNCH    1 2
 BG0058
 BG0058.Superseded values are not recommended for survey control.
 BG0058
 BG0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0058.See file dsdata.pdf to determine how the superseded data were derived.
 BG0058
 BG0058_MARKER: DD = SURVEY DISK
 BG0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0058_STAMPING: NO 239 ELEV 128
 BG0058_MARK LOGO: USACE
 BG0058_PROJECTION: PROJECTING 30 CENTIMETERS
 BG0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0058+STABILITY: SURFACE MOTION
 BG0058
 BG0058  HISTORY     - Date     Condition        Report By
 BG0058  HISTORY     - UNK      MONUMENTED       USACE
 BG0058  HISTORY     - 1955     GOOD             CGS
 BG0058  HISTORY     - 20080613 POOR             FL-033
 BG0058
 BG0058                          STATION DESCRIPTION
 BG0058
 BG0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG0058'0.6 MI N FROM CANTONMENT.
 BG0058'ABOUT 0.65 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BG0058'FROM THE STATION AT CANTONMENT, ABOUT 0.85 MILE SOUTH OF THE POST
 BG0058'OFFICE AT COTTAGE HILL, ABOUT 0.1 MILE NORTH OF MILE POST 635,
 BG0058'NEAR THE NORTH END OF A LONG CURVE WITH TANGENTS EXTENDING NORTH
 BG0058'AND SOUTH-SOUTHEAST, 46 1/2 FEET WEST OF WEST RAIL, 85 FEET
 BG0058'NORTHWEST OF CENTER OF CROSSING OF A PRIVATE ROAD, 48 FEET EAST
 BG0058'OF CENTER LINE OF U.S. HIGHWAY 29, 65 FEET NORTH OF CENTER LINE
 BG0058'OF DIM ROAD, 23 FEET EAST-NORTHEAST OF A POWER POLE WITH 3 GUY
 BG0058'WIRES AND 2 BRANCH LINES, 1 1/2 FEET EAST OF A R/W FENCE LINE, ABOUT
 BG0058'3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 BG0058'PROJECTING 12 INCHES.
 BG0058
 BG0058                          STATION RECOVERY (2008)
 BG0058
 BG0058'RECOVERY NOTE BY ESCAMBIA COUNTY FLORIDA 2008 (WFB)
 BG0058'MONUMENT LEANING 20 DEGREES+/-. SIGN POST IN PLACE
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1867 ***********************************************************************
 DO1867  DESIGNATION -  23901 A
 DO1867  PID         -  DO1867
 DO1867  STATE/COUNTY-  FL/POLK
 DO1867  COUNTRY     -  US
 DO1867  USGS QUAD   -  LAKE WALES (2018)
 DO1867
 DO1867                         *CURRENT SURVEY CONTROL
 DO1867  ______________________________________________________________________
 DO1867* NAD 83(1986) POSITION- 27 52 31.5    (N) 081 35 20.3    (W)   HD_HELD2
 DO1867* NAVD 88 ORTHO HEIGHT -    39.307 (meters)      128.96  (feet) ADJUSTED
 DO1867  ______________________________________________________________________
 DO1867  GEOID HEIGHT    -        -26.454 (meters)                     GEOID18
 DO1867  DYNAMIC HEIGHT  -         39.248 (meters)      128.77  (feet) COMP
 DO1867  MODELED GRAVITY -    979,151.0   (mgal)                       NAVD 88
 DO1867
 DO1867  VERT ORDER      -  FIRST     CLASS II
 DO1867
 DO1867.The horizontal coordinates were established by autonomous hand held GPS
 DO1867.observations and have an estimated accuracy of +/- 10 meters.
 DO1867
 DO1867.The orthometric height was determined by differential leveling and
 DO1867.adjusted by the NATIONAL GEODETIC SURVEY
 DO1867.in December 2012.
 DO1867
 DO1867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1867.GEOID18 height accuracy estimate available here.
 DO1867
 DO1867.Click photographs - Photos may exist for this station.
 DO1867
 DO1867.The dynamic height is computed by dividing the NAVD 88
 DO1867.geopotential number by the normal gravity value computed on the
 DO1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1867.degrees latitude (g = 980.6199 gals.).
 DO1867
 DO1867.The modeled gravity was interpolated from observed gravity values.
 DO1867
 DO1867;                    North         East    Units  Estimated Accuracy
 DO1867;SPC FL W     -   392,472.      240,474.      MT  (+/- 10 meters HH2 GPS)
 DO1867
 DO1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4202383541(NAD 83)
 DO1867
 DO1867                          SUPERSEDED SURVEY CONTROL
 DO1867
 DO1867.No superseded survey control is available for this station.
 DO1867
 DO1867_MARKER: DD = SURVEY DISK
 DO1867_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1867_STAMPING: 23901 A 2011
 DO1867_MARK LOGO: SWFWMD
 DO1867_PROJECTION: FLUSH
 DO1867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1867+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2011
 DO1867_ROD/PIPE-DEPTH: 4.5 meters
 DO1867
 DO1867  HISTORY     - Date     Condition        Report By
 DO1867  HISTORY     - 20110710 MONUMENTED       FLDEP
 DO1867
 DO1867                          STATION DESCRIPTION
 DO1867
 DO1867'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1867'THE MARK IS ABOUT 7.7 MI (12.4 KM) EAST OF ALTURAS, 5.1 MI (8.2 KM)
 DO1867'NORTHWEST OF BABSON PARK, 1.8 MI (2.9 KM) SOUTH OF LAKE WALES, IN
 DO1867'SECTION 14, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1867'
 DO1867'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1867'ROAD 60 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.25 MI (2.0
 DO1867'KM) TO THE INTERSECTION OF OWENS ROAD.  TURN LEFT ON OWENS ROAD AND GO
 DO1867'EAST FOR 0.45 MI (0.7 KM) TO THE JUNCTION OF RAY MARTIN ROAD ON THE
 DO1867'LEFT.  CONTINUE EAST AND SOUTH ON RAY MARTIN ROAD FOR 0.35 MI (0.6 KM)
 DO1867'TO THE SOUTH SIDE OF TRACTOR LAKE ON THE LEFT AND THE MARK ON THE
 DO1867'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 14.6 FT (4.5 M)
 DO1867'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DO1867'PIPE FLUSH WITH THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF
 DO1867'RAY MARTIN ROAD.
 DO1867'
 DO1867'LOCATED 145.0 FT (44.2 M) NORTH OF A CHAIN LINK FENCE, 57.0 FT (17.4
 DO1867'M) WEST OF SURVEY MARK 23901 B, 17.3 FT (5.3 M) NORTH OF THE
 DO1867'APPROXIMATE CENTERLINE OF RAY MARTIN ROAD AND 1.5 FT (0.5 M) SOUTH OF
 DO1867'A CARSONITE WITNESS POST.
 DO1867'
 DO1867'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1867'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1868 ***********************************************************************
 DO1868  DESIGNATION -  23901 B
 DO1868  PID         -  DO1868
 DO1868  STATE/COUNTY-  FL/POLK
 DO1868  COUNTRY     -  US
 DO1868  USGS QUAD   -  LAKE WALES (2018)
 DO1868
 DO1868                         *CURRENT SURVEY CONTROL
 DO1868  ______________________________________________________________________
 DO1868* NAD 83(1986) POSITION- 27 52 31.3    (N) 081 35 19.7    (W)   HD_HELD2
 DO1868* NAVD 88 ORTHO HEIGHT -    39.325 (meters)      129.02  (feet) ADJUSTED
 DO1868  ______________________________________________________________________
 DO1868  GEOID HEIGHT    -        -26.454 (meters)                     GEOID18
 DO1868  DYNAMIC HEIGHT  -         39.266 (meters)      128.83  (feet) COMP
 DO1868  MODELED GRAVITY -    979,151.0   (mgal)                       NAVD 88
 DO1868
 DO1868  VERT ORDER      -  FIRST     CLASS II
 DO1868
 DO1868.The horizontal coordinates were established by autonomous hand held GPS
 DO1868.observations and have an estimated accuracy of +/- 10 meters.
 DO1868
 DO1868.The orthometric height was determined by differential leveling and
 DO1868.adjusted by the NATIONAL GEODETIC SURVEY
 DO1868.in December 2012.
 DO1868
 DO1868.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1868.GEOID18 height accuracy estimate available here.
 DO1868
 DO1868.Click photographs - Photos may exist for this station.
 DO1868
 DO1868.The dynamic height is computed by dividing the NAVD 88
 DO1868.geopotential number by the normal gravity value computed on the
 DO1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1868.degrees latitude (g = 980.6199 gals.).
 DO1868
 DO1868.The modeled gravity was interpolated from observed gravity values.
 DO1868
 DO1868;                    North         East    Units  Estimated Accuracy
 DO1868;SPC FL W     -   392,465.      240,490.      MT  (+/- 10 meters HH2 GPS)
 DO1868
 DO1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4204083534(NAD 83)
 DO1868
 DO1868                          SUPERSEDED SURVEY CONTROL
 DO1868
 DO1868.No superseded survey control is available for this station.
 DO1868
 DO1868_MARKER: DD = SURVEY DISK
 DO1868_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1868_STAMPING: 23901 B 2011
 DO1868_MARK LOGO: SWFWMD
 DO1868_PROJECTION: FLUSH
 DO1868_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1868+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2011
 DO1868_ROD/PIPE-DEPTH: 6.3 meters
 DO1868
 DO1868  HISTORY     - Date     Condition        Report By
 DO1868  HISTORY     - 20110710 MONUMENTED       FLDEP
 DO1868
 DO1868                          STATION DESCRIPTION
 DO1868
 DO1868'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1868'THE MARK IS ABOUT 7.7 MI (12.4 KM) EAST OF ALTURAS, 5.1 MI (8.2 KM)
 DO1868'NORTHWEST OF BABSON PARK, 1.8 MI (2.9 KM) SOUTH OF LAKE WALES, IN
 DO1868'SECTION 14, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1868'
 DO1868'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1868'ROAD 60 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.25 MI (2.0
 DO1868'KM) TO THE INTERSECTION OF OWENS ROAD.  TURN LEFT ON OWENS ROAD AND GO
 DO1868'EAST FOR 0.45 MI (0.7 KM) TO THE JUNCTION OF RAY MARTIN ROAD ON THE
 DO1868'LEFT.  CONTINUE EAST AND SOUTH ON RAY MARTIN ROAD FOR 0.35 MI (0.6 KM)
 DO1868'TO THE SOUTH SIDE OF TRACTOR LAKE ON THE LEFT AND THE MARK ON THE
 DO1868'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 20.6 FT (6.3 M)
 DO1868'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DO1868'PIPE FLUSH WITH THE GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF
 DO1868'RAY MARTIN ROAD.
 DO1868'
 DO1868'LOCATED 125.5 FT (38.3 M) NORTH OF A CHAIN LINK FENCE, 57.0 FT (17.4
 DO1868'M) EAST OF SURVEY MARK 23901 A, 20.7 FT (6.3 M) NORTH OF THE
 DO1868'APPROXIMATE CENTERLINE OF RAY MARTIN ROAD AND 1.1 FT (0.3 M) SOUTH OF
 DO1868'A CARSONITE WITNESS POST.
 DO1868'
 DO1868'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1868'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1863 ***********************************************************************
 DO1863  DESIGNATION -  23904 A
 DO1863  PID         -  DO1863
 DO1863  STATE/COUNTY-  FL/POLK
 DO1863  COUNTRY     -  US
 DO1863  USGS QUAD   -  LAKE WALES (2018)
 DO1863
 DO1863                         *CURRENT SURVEY CONTROL
 DO1863  ______________________________________________________________________
 DO1863* NAD 83(1986) POSITION- 27 53 19.4    (N) 081 35 29.5    (W)   HD_HELD2
 DO1863* NAVD 88 ORTHO HEIGHT -    38.411 (meters)      126.02  (feet) ADJUSTED
 DO1863  ______________________________________________________________________
 DO1863  GEOID HEIGHT    -        -26.487 (meters)                     GEOID18
 DO1863  DYNAMIC HEIGHT  -         38.353 (meters)      125.83  (feet) COMP
 DO1863  MODELED GRAVITY -    979,151.7   (mgal)                       NAVD 88
 DO1863
 DO1863  VERT ORDER      -  FIRST     CLASS II
 DO1863
 DO1863.The horizontal coordinates were established by autonomous hand held GPS
 DO1863.observations and have an estimated accuracy of +/- 10 meters.
 DO1863
 DO1863.The orthometric height was determined by differential leveling and
 DO1863.adjusted by the NATIONAL GEODETIC SURVEY
 DO1863.in December 2012.
 DO1863
 DO1863.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1863.GEOID18 height accuracy estimate available here.
 DO1863
 DO1863.Click photographs - Photos may exist for this station.
 DO1863
 DO1863.The dynamic height is computed by dividing the NAVD 88
 DO1863.geopotential number by the normal gravity value computed on the
 DO1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1863.degrees latitude (g = 980.6199 gals.).
 DO1863
 DO1863.The modeled gravity was interpolated from observed gravity values.
 DO1863
 DO1863;                    North         East    Units  Estimated Accuracy
 DO1863;SPC FL W     -   393,945.      240,217.      MT  (+/- 10 meters HH2 GPS)
 DO1863
 DO1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4177985016(NAD 83)
 DO1863
 DO1863                          SUPERSEDED SURVEY CONTROL
 DO1863
 DO1863.No superseded survey control is available for this station.
 DO1863
 DO1863_MARKER: DD = SURVEY DISK
 DO1863_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1863_STAMPING: 23904 A 2011
 DO1863_MARK LOGO: SWFWMD
 DO1863_PROJECTION: FLUSH
 DO1863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1863+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2011
 DO1863_ROD/PIPE-DEPTH: 16.6 meters
 DO1863
 DO1863  HISTORY     - Date     Condition        Report By
 DO1863  HISTORY     - 20110709 MONUMENTED       FLDEP
 DO1863
 DO1863                          STATION DESCRIPTION
 DO1863
 DO1863'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1863'THE MARK IS ABOUT 7.7 MI (12.4 KM) EAST OF ALTURAS, 5.8 MI (9.3 KM)
 DO1863'NORTHWEST OF BABSON PARK, 0.9 MI (1.4 KM) SOUTH-SOUTHWEST OF LAKE
 DO1863'WALES, IN SECTION 11, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1863'
 DO1863'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1863'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.6 MI (1.0 KM) TO
 DO1863'THE INTERSECTION OF SOUTH FIRST STREET.  TURN RIGHT ON SOUTH FIRST
 DO1863'STREET AND GO SOUTH FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF RUSSELL
 DO1863'AVENUE ON THE RIGHT.  TURN RIGHT ON RUSSELL AVENUE AND GO WEST FOR 0.1
 DO1863'MI (0.2 KM) TO A LIFT STATION ON THE RIGHT AND THE MARK ON THE RIGHT,
 DO1863'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 54.6 FT (16.6 M) WITH
 DO1863'AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DO1863'FLUSH WITH THE GROUND AND ABOUT 5.0 FT (1.5 M) BELOW THE LEVEL OF
 DO1863'RUSSELL AVENUE.
 DO1863'
 DO1863'LOCATED 77.2 FT (23.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DO1863'RUSSELL AVENUE, 63.2 FT (19.3 M) EAST OF SURVEY MARK 23904 B, 29.4 FT
 DO1863'(9.0 M) NORTH OF A WOODEN POWER POLE, 19.5 FT (5.9 M) NORTH-NORTHEAST
 DO1863'OF THE LIFT STATION ELECTRICAL PANEL AND 1.6 FT (0.5 M) SOUTH OF A
 DO1863'CARSONITE WITNESS POST.
 DO1863'
 DO1863'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1863'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1864 ***********************************************************************
 DO1864  DESIGNATION -  23904 B
 DO1864  PID         -  DO1864
 DO1864  STATE/COUNTY-  FL/POLK
 DO1864  COUNTRY     -  US
 DO1864  USGS QUAD   -  LAKE WALES (2018)
 DO1864
 DO1864                         *CURRENT SURVEY CONTROL
 DO1864  ______________________________________________________________________
 DO1864* NAD 83(1986) POSITION- 27 53 19.5    (N) 081 35 29.8    (W)   HD_HELD2
 DO1864* NAVD 88 ORTHO HEIGHT -    38.502 (meters)      126.32  (feet) ADJUSTED
 DO1864  ______________________________________________________________________
 DO1864  GEOID HEIGHT    -        -26.487 (meters)                     GEOID18
 DO1864  DYNAMIC HEIGHT  -         38.444 (meters)      126.13  (feet) COMP
 DO1864  MODELED GRAVITY -    979,151.7   (mgal)                       NAVD 88
 DO1864
 DO1864  VERT ORDER      -  FIRST     CLASS II
 DO1864
 DO1864.The horizontal coordinates were established by autonomous hand held GPS
 DO1864.observations and have an estimated accuracy of +/- 10 meters.
 DO1864
 DO1864.The orthometric height was determined by differential leveling and
 DO1864.adjusted by the NATIONAL GEODETIC SURVEY
 DO1864.in December 2012.
 DO1864
 DO1864.No vertical observational check was made to the station.
 DO1864
 DO1864.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1864.GEOID18 height accuracy estimate available here.
 DO1864
 DO1864.Click photographs - Photos may exist for this station.
 DO1864
 DO1864.The dynamic height is computed by dividing the NAVD 88
 DO1864.geopotential number by the normal gravity value computed on the
 DO1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1864.degrees latitude (g = 980.6199 gals.).
 DO1864
 DO1864.The modeled gravity was interpolated from observed gravity values.
 DO1864
 DO1864;                    North         East    Units  Estimated Accuracy
 DO1864;SPC FL W     -   393,948.      240,209.      MT  (+/- 10 meters HH2 GPS)
 DO1864
 DO1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4177185019(NAD 83)
 DO1864
 DO1864                          SUPERSEDED SURVEY CONTROL
 DO1864
 DO1864.No superseded survey control is available for this station.
 DO1864
 DO1864_MARKER: DD = SURVEY DISK
 DO1864_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1864_STAMPING: 23904 B 2011
 DO1864_MARK LOGO: SWFWMD
 DO1864_PROJECTION: FLUSH
 DO1864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1864+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2011
 DO1864_ROD/PIPE-DEPTH: 6.3 meters
 DO1864
 DO1864  HISTORY     - Date     Condition        Report By
 DO1864  HISTORY     - 20110709 MONUMENTED       FLDEP
 DO1864
 DO1864                          STATION DESCRIPTION
 DO1864
 DO1864'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1864'THE MARK IS ABOUT 7.7 MI (12.4 KM) EAST OF ALTURAS, 5.8 MI (9.3 KM)
 DO1864'NORTHWEST OF BABSON PARK, 0.9 MI (1.4 KM) SOUTH-SOUTHWEST OF LAKE
 DO1864'WALES, IN SECTION 11, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1864'
 DO1864'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1864'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.6 MI (1.0 KM) TO
 DO1864'THE INTERSECTION OF SOUTH FIRST STREET.  TURN RIGHT ON SOUTH FIRST
 DO1864'STREET AND GO SOUTH FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF RUSSELL
 DO1864'AVENUE ON THE RIGHT.  TURN RIGHT ON RUSSELL AVENUE AND GO WEST FOR 0.1
 DO1864'MI (0.2 KM) TO A LIFT STATION ON THE RIGHT AND THE MARK ON THE RIGHT,
 DO1864'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 20.7 FT (6.3 M) WITH
 DO1864'AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DO1864'FLUSH WITH THE GROUND AND ABOUT 5.0 FT (1.5 M) BELOW THE LEVEL OF
 DO1864'RUSSELL AVENUE.
 DO1864'
 DO1864'LOCATED 74.3 FT (22.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DO1864'RUSSELL AVENUE, 63.2 FT (19.3 M) WEST OF SURVEY MARK 23904 A, 60.5 FT
 DO1864'(18.4 M) WEST-NORTHWEST OF THE LIFT STATION ELECTRICAL PANEL, 38.3 FT
 DO1864'(11.7 M) WEST OF THE APPROXIMATE CENTERLINE OF THE CONCRETE DRIVEWAY
 DO1864'AND 1.3 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DO1864'
 DO1864'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1864'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1843 ***********************************************************************
 DO1843  DESIGNATION -  23905 A
 DO1843  PID         -  DO1843
 DO1843  STATE/COUNTY-  FL/POLK
 DO1843  COUNTRY     -  US
 DO1843  USGS QUAD   -  LAKE WALES (2018)
 DO1843
 DO1843                         *CURRENT SURVEY CONTROL
 DO1843  ______________________________________________________________________
 DO1843* NAD 83(1986) POSITION- 27 53 22.7    (N) 081 35 58.4    (W)   HD_HELD2
 DO1843* NAVD 88 ORTHO HEIGHT -    38.046 (meters)      124.82  (feet) ADJUSTED
 DO1843  ______________________________________________________________________
 DO1843  GEOID HEIGHT    -        -26.470 (meters)                     GEOID18
 DO1843  DYNAMIC HEIGHT  -         37.989 (meters)      124.64  (feet) COMP
 DO1843  MODELED GRAVITY -    979,152.2   (mgal)                       NAVD 88
 DO1843
 DO1843  VERT ORDER      -  FIRST     CLASS II
 DO1843
 DO1843.The horizontal coordinates were established by autonomous hand held GPS
 DO1843.observations and have an estimated accuracy of +/- 10 meters.
 DO1843
 DO1843.The orthometric height was determined by differential leveling and
 DO1843.adjusted by the NATIONAL GEODETIC SURVEY
 DO1843.in December 2012.
 DO1843
 DO1843.No vertical observational check was made to the station.
 DO1843
 DO1843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1843.GEOID18 height accuracy estimate available here.
 DO1843
 DO1843.Click photographs - Photos may exist for this station.
 DO1843
 DO1843.The dynamic height is computed by dividing the NAVD 88
 DO1843.geopotential number by the normal gravity value computed on the
 DO1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1843.degrees latitude (g = 980.6199 gals.).
 DO1843
 DO1843.The modeled gravity was interpolated from observed gravity values.
 DO1843
 DO1843;                    North         East    Units  Estimated Accuracy
 DO1843;SPC FL W     -   394,044.      239,426.      MT  (+/- 10 meters HH2 GPS)
 DO1843
 DO1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4098985121(NAD 83)
 DO1843
 DO1843                          SUPERSEDED SURVEY CONTROL
 DO1843
 DO1843.No superseded survey control is available for this station.
 DO1843
 DO1843_MARKER: DD = SURVEY DISK
 DO1843_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1843_STAMPING: 23905 A 2011
 DO1843_MARK LOGO: SWFWMD
 DO1843_PROJECTION: RECESSED 5 CENTIMETERS
 DO1843_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1843_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1843+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 DO1843_ROD/PIPE-DEPTH: 5.1 meters
 DO1843
 DO1843  HISTORY     - Date     Condition        Report By
 DO1843  HISTORY     - 20110706 MONUMENTED       FLDEP
 DO1843  HISTORY     - 20150817 GOOD             MCKIM
 DO1843
 DO1843                          STATION DESCRIPTION
 DO1843
 DO1843'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1843'THE MARK IS ABOUT 7.2 MI (11.6 KM) EAST OF ALTURAS, 6.2 MI (10.0 KM)
 DO1843'NORTHWEST OF BABSON PARK, 1.1 MI (1.8 KM) SOUTHWEST OF LAKE WALES, IN
 DO1843'SECTION 10, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1843'
 DO1843'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1843'ROAD 60 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 0.55 MI (0.9
 DO1843'KM) TO THE JUNCTION OF LAKESIDE DRIVE ON THE LEFT AND THE MARK ON THE
 DO1843'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 16.8 FT (5.1 M)
 DO1843'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DO1843'PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DO1843'2.0 FT (0.6 M) BELOW THE LEVEL OF U.S. HIGHWAY 27.
 DO1843'
 DO1843'LOCATED 194.6 FT (59.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DO1843'LAKESHORE DRIVE, 27.8 FT (8.5 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DO1843'U.S. HIGHWAY 27 NORTHBOUND LANES, 43.2 FT (13.2 M) NORTH OF SURVEY
 DO1843'MARK 23905 B, 4.2 FT (1.3 M) EAST OF A METAL GUARDRAIL AND 1.8 FT (0.5
 DO1843'M) EAST OF A CARSONITE WITNESS POST.
 DO1843'
 DO1843'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1843'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO1843
 DO1843                          STATION RECOVERY (2015)
 DO1843
 DO1843'RECOVERY NOTE BY MCKIM AND CREED 2015 (MJH)
 DO1843'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1844 ***********************************************************************
 DO1844  DESIGNATION -  23905 B
 DO1844  PID         -  DO1844
 DO1844  STATE/COUNTY-  FL/POLK
 DO1844  COUNTRY     -  US
 DO1844  USGS QUAD   -  LAKE WALES (2018)
 DO1844
 DO1844                         *CURRENT SURVEY CONTROL
 DO1844  ______________________________________________________________________
 DO1844* NAD 83(1986) POSITION- 27 53 22.0    (N) 081 35 58.4    (W)   HD_HELD2
 DO1844* NAVD 88 ORTHO HEIGHT -    38.162 (meters)      125.20  (feet) ADJUSTED
 DO1844  ______________________________________________________________________
 DO1844  GEOID HEIGHT    -        -26.469 (meters)                     GEOID18
 DO1844  DYNAMIC HEIGHT  -         38.105 (meters)      125.02  (feet) COMP
 DO1844  MODELED GRAVITY -    979,152.2   (mgal)                       NAVD 88
 DO1844
 DO1844  VERT ORDER      -  FIRST     CLASS II
 DO1844
 DO1844.The horizontal coordinates were established by autonomous hand held GPS
 DO1844.observations and have an estimated accuracy of +/- 10 meters.
 DO1844
 DO1844.The orthometric height was determined by differential leveling and
 DO1844.adjusted by the NATIONAL GEODETIC SURVEY
 DO1844.in December 2012.
 DO1844
 DO1844.No vertical observational check was made to the station.
 DO1844
 DO1844.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1844.GEOID18 height accuracy estimate available here.
 DO1844
 DO1844.Click photographs - Photos may exist for this station.
 DO1844
 DO1844.The dynamic height is computed by dividing the NAVD 88
 DO1844.geopotential number by the normal gravity value computed on the
 DO1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1844.degrees latitude (g = 980.6199 gals.).
 DO1844
 DO1844.The modeled gravity was interpolated from observed gravity values.
 DO1844
 DO1844;                    North         East    Units  Estimated Accuracy
 DO1844;SPC FL W     -   394,023.      239,426.      MT  (+/- 10 meters HH2 GPS)
 DO1844
 DO1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4098985100(NAD 83)
 DO1844
 DO1844                          SUPERSEDED SURVEY CONTROL
 DO1844
 DO1844.No superseded survey control is available for this station.
 DO1844
 DO1844_MARKER: DD = SURVEY DISK
 DO1844_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1844_STAMPING: 23905 B 2011
 DO1844_MARK LOGO: SWFWMD
 DO1844_PROJECTION: RECESSED 5 CENTIMETERS
 DO1844_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1844+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 DO1844_ROD/PIPE-DEPTH: 3.7 meters
 DO1844
 DO1844  HISTORY     - Date     Condition        Report By
 DO1844  HISTORY     - 20110706 MONUMENTED       FLDEP
 DO1844  HISTORY     - 20150817 GOOD             MCKIM
 DO1844
 DO1844                          STATION DESCRIPTION
 DO1844
 DO1844'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1844'THE MARK IS ABOUT 7.2 MI (11.6 KM) EAST OF ALTURAS, 6.2 MI (10.0 KM)
 DO1844'NORTHWEST OF BABSON PARK, 1.1 MI (1.8 KM) SOUTHWEST OF LAKE WALES, IN
 DO1844'SECTION 10, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1844'
 DO1844'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1844'ROAD 60 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 0.55 MI (0.9
 DO1844'KM) TO THE JUNCTION OF LAKESIDE DRIVE ON THE LEFT AND THE MARK ON THE
 DO1844'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.0 FT (3.7 M)
 DO1844'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DO1844'PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DO1844'1.0 FT (0.3 M) BELOW THE LEVEL OF U.S. HIGHWAY 27.
 DO1844'
 DO1844'LOCATED 151.6 FT (46.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DO1844'LAKESHORE DRIVE, 29.3 FT (8.9 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DO1844'U.S. HIGHWAY 27 NORTHBOUND LANES, 43.2 FT (13.2 M) SOUTH OF SURVEY
 DO1844'MARK 23905 A, 2.7 FT (0.8 M) EAST OF A METAL GUARDRAIL AND 1.6 FT (0.5
 DO1844'M) EAST OF A CARSONITE WITNESS POST.
 DO1844'
 DO1844'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1844'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO1844
 DO1844                          STATION RECOVERY (2015)
 DO1844
 DO1844'RECOVERY NOTE BY MCKIM AND CREED 2015 (MJH)
 DO1844'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1841 ***********************************************************************
 DO1841  DESIGNATION -  23906 A
 DO1841  PID         -  DO1841
 DO1841  STATE/COUNTY-  FL/POLK
 DO1841  COUNTRY     -  US
 DO1841  USGS QUAD   -  ELOISE (2018)
 DO1841
 DO1841                         *CURRENT SURVEY CONTROL
 DO1841  ______________________________________________________________________
 DO1841* NAD 83(1986) POSITION- 27 54 33.6    (N) 081 38 10.5    (W)   HD_HELD2
 DO1841* NAVD 88 ORTHO HEIGHT -    36.579 (meters)      120.01  (feet) ADJUSTED
 DO1841  ______________________________________________________________________
 DO1841  GEOID HEIGHT    -        -26.441 (meters)                     GEOID18
 DO1841  DYNAMIC HEIGHT  -         36.524 (meters)      119.83  (feet) COMP
 DO1841  MODELED GRAVITY -    979,155.1   (mgal)                       NAVD 88
 DO1841
 DO1841  VERT ORDER      -  FIRST     CLASS II
 DO1841
 DO1841.The horizontal coordinates were established by autonomous hand held GPS
 DO1841.observations and have an estimated accuracy of +/- 10 meters.
 DO1841
 DO1841.The orthometric height was determined by differential leveling and
 DO1841.adjusted by the NATIONAL GEODETIC SURVEY
 DO1841.in December 2012.
 DO1841
 DO1841.No vertical observational check was made to the station.
 DO1841
 DO1841.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1841.GEOID18 height accuracy estimate available here.
 DO1841
 DO1841.Click photographs - Photos may exist for this station.
 DO1841
 DO1841.The dynamic height is computed by dividing the NAVD 88
 DO1841.geopotential number by the normal gravity value computed on the
 DO1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1841.degrees latitude (g = 980.6199 gals.).
 DO1841
 DO1841.The modeled gravity was interpolated from observed gravity values.
 DO1841
 DO1841;                    North         East    Units  Estimated Accuracy
 DO1841;SPC FL W     -   396,215.      235,807.      MT  (+/- 10 meters HH2 GPS)
 DO1841
 DO1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3738987321(NAD 83)
 DO1841
 DO1841                          SUPERSEDED SURVEY CONTROL
 DO1841
 DO1841.No superseded survey control is available for this station.
 DO1841
 DO1841_MARKER: DD = SURVEY DISK
 DO1841_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1841_STAMPING: 23906 A 2011
 DO1841_MARK LOGO: SWFWMD
 DO1841_PROJECTION: FLUSH
 DO1841_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1841_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1841+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 DO1841_ROD/PIPE-DEPTH: 16.7 meters
 DO1841
 DO1841  HISTORY     - Date     Condition        Report By
 DO1841  HISTORY     - 20110706 MONUMENTED       FLDEP
 DO1841
 DO1841                          STATION DESCRIPTION
 DO1841
 DO1841'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1841'THE MARK IS ABOUT 7.8 MI (12.6 KM) SOUTH OF DUNDEE, 5.5 MI (8.8 KM)
 DO1841'EAST-NORTHEAST OF ALTURAS, 3.1 MI (5.0 KM) WEST OF LAKE WALES, IN
 DO1841'SECTION 5, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1841'
 DO1841'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1841'ROAD 60 IN LAKE WALES, GO WEST ON STATE ROAD 60 FOR 1.1 MI (1.8 KM) TO
 DO1841'THE JUNCTION OF OLD BARTOW ROAD ON THE RIGHT.  TURN RIGHT ON OLD
 DO1841'BARTOW ROAD AND GO WEST FOR 1.55 MI (2.5 KM) TO AN UNPAVED BOAT
 DO1841'LANDING (LAKE PARKER) ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DO1841'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 54.7 FT (16.7 M) WITH AN
 DO1841'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO1841'WITH THE GROUND AND ABOUT 11.0 FT (3.4 M) BELOW THE LEVEL OF OLD
 DO1841'BARTOW ROAD.
 DO1841'
 DO1841'LOCATED 90.4 FT (27.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF OLD
 DO1841'BARTOW ROAD, 34.2 FT (10.4 M) EAST OF SURVEY MARK 23906 B, 13.2 FT
 DO1841'(4.0 M) EAST OF THE APPROXIMATE CENTERLINE OF A SANDY BOAT RAMP AND
 DO1841'1.8 FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
 DO1841'
 DO1841'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1841'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1842 ***********************************************************************
 DO1842  DESIGNATION -  23906 B
 DO1842  PID         -  DO1842
 DO1842  STATE/COUNTY-  FL/POLK
 DO1842  COUNTRY     -  US
 DO1842  USGS QUAD   -  ELOISE (2018)
 DO1842
 DO1842                         *CURRENT SURVEY CONTROL
 DO1842  ______________________________________________________________________
 DO1842* NAD 83(1986) POSITION- 27 54 33.6    (N) 081 38 11.0    (W)   HD_HELD2
 DO1842* NAVD 88 ORTHO HEIGHT -    36.410 (meters)      119.46  (feet) ADJUSTED
 DO1842  ______________________________________________________________________
 DO1842  GEOID HEIGHT    -        -26.441 (meters)                     GEOID18
 DO1842  DYNAMIC HEIGHT  -         36.355 (meters)      119.27  (feet) COMP
 DO1842  MODELED GRAVITY -    979,155.1   (mgal)                       NAVD 88
 DO1842
 DO1842  VERT ORDER      -  FIRST     CLASS II
 DO1842
 DO1842.The horizontal coordinates were established by autonomous hand held GPS
 DO1842.observations and have an estimated accuracy of +/- 10 meters.
 DO1842
 DO1842.The orthometric height was determined by differential leveling and
 DO1842.adjusted by the NATIONAL GEODETIC SURVEY
 DO1842.in December 2012.
 DO1842
 DO1842.No vertical observational check was made to the station.
 DO1842
 DO1842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1842.GEOID18 height accuracy estimate available here.
 DO1842
 DO1842.Click photographs - Photos may exist for this station.
 DO1842
 DO1842.The dynamic height is computed by dividing the NAVD 88
 DO1842.geopotential number by the normal gravity value computed on the
 DO1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1842.degrees latitude (g = 980.6199 gals.).
 DO1842
 DO1842.The modeled gravity was interpolated from observed gravity values.
 DO1842
 DO1842;                    North         East    Units  Estimated Accuracy
 DO1842;SPC FL W     -   396,215.      235,793.      MT  (+/- 10 meters HH2 GPS)
 DO1842
 DO1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3737587321(NAD 83)
 DO1842
 DO1842                          SUPERSEDED SURVEY CONTROL
 DO1842
 DO1842.No superseded survey control is available for this station.
 DO1842
 DO1842_MARKER: DD = SURVEY DISK
 DO1842_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1842_STAMPING: 23906 B 2011
 DO1842_MARK LOGO: SWFWMD
 DO1842_PROJECTION: FLUSH
 DO1842_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1842_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1842+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 DO1842_ROD/PIPE-DEPTH: 18.5 meters
 DO1842
 DO1842  HISTORY     - Date     Condition        Report By
 DO1842  HISTORY     - 20110706 MONUMENTED       FLDEP
 DO1842
 DO1842                          STATION DESCRIPTION
 DO1842
 DO1842'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1842'THE MARK IS ABOUT 7.8 MI (12.6 KM) SOUTH OF DUNDEE, 5.5 MI (8.8 KM)
 DO1842'EAST-NORTHEAST OF ALTURAS, 3.1 MI (5.0 KM) WEST OF LAKE WALES, IN
 DO1842'SECTION 5, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1842'
 DO1842'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1842'ROAD 60 IN LAKE WALES, GO WEST ON STATE ROAD 60 FOR 1.1 MI (1.8 KM) TO
 DO1842'THE JUNCTION OF OLD BARTOW ROAD ON THE RIGHT.  TURN RIGHT ON OLD
 DO1842'BARTOW ROAD AND GO WEST FOR 1.55 MI (2.5 KM) TO AN UNPAVED BOAT
 DO1842'LANDING (LAKE PARKER) ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DO1842'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 60.7 FT (18.5 M) WITH AN
 DO1842'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO1842'WITH THE GROUND AND ABOUT 11.0 FT (3.4 M) BELOW THE LEVEL OF OLD
 DO1842'BARTOW ROAD.
 DO1842'
 DO1842'LOCATED 91.6 FT (27.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF OLD
 DO1842'BARTOW ROAD, 34.2 FT (10.4 M) WEST OF SURVEY MARK 23906 A, 17.4 FT
 DO1842'(5.3 M) WEST OF THE APPROXIMATE CENTERLINE OF A SANDY BOAT RAMP AND
 DO1842'1.2 FT (0.4 M) EAST OF A CARSONITE WITNESS POST.
 DO1842'
 DO1842'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1842'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4211 ***********************************************************************
 DP4211  DESIGNATION -  23912 A
 DP4211  PID         -  DP4211
 DP4211  STATE/COUNTY-  FL/HARDEE
 DP4211  COUNTRY     -  US
 DP4211  USGS QUAD   -  WAUCHULA (2018)
 DP4211
 DP4211                         *CURRENT SURVEY CONTROL
 DP4211  ______________________________________________________________________
 DP4211* NAD 83(1986) POSITION- 27 31 56.4    (N) 081 45 15.8    (W)   HD_HELD2
 DP4211* NAVD 88 ORTHO HEIGHT -    29.832 (meters)       97.87  (feet) ADJUSTED
 DP4211  ______________________________________________________________________
 DP4211  GEOID HEIGHT    -        -25.265 (meters)                     GEOID18
 DP4211  DYNAMIC HEIGHT  -         29.787 (meters)       97.73  (feet) COMP
 DP4211  MODELED GRAVITY -    979,143.8   (mgal)                       NAVD 88
 DP4211
 DP4211  VERT ORDER      -  SECOND    CLASS I
 DP4211
 DP4211.The horizontal coordinates were established by autonomous hand held GPS
 DP4211.observations and have an estimated accuracy of +/- 10 meters.
 DP4211
 DP4211.The orthometric height was determined by differential leveling and
 DP4211.adjusted by the NATIONAL GEODETIC SURVEY
 DP4211.in August 2014.
 DP4211
 DP4211.No vertical observational check was made to the station.
 DP4211
 DP4211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4211.GEOID18 height accuracy estimate available here.
 DP4211
 DP4211.Click photographs - Photos may exist for this station.
 DP4211
 DP4211.The dynamic height is computed by dividing the NAVD 88
 DP4211.geopotential number by the normal gravity value computed on the
 DP4211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4211.degrees latitude (g = 980.6199 gals.).
 DP4211
 DP4211.The modeled gravity was interpolated from observed gravity values.
 DP4211
 DP4211;                    North         East    Units  Estimated Accuracy
 DP4211;SPC FL W     -   354,411.      224,261.      MT  (+/- 10 meters HH2 GPS)
 DP4211
 DP4211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2550745624(NAD 83)
 DP4211
 DP4211                          SUPERSEDED SURVEY CONTROL
 DP4211
 DP4211.No superseded survey control is available for this station.
 DP4211
 DP4211_MARKER: DD = SURVEY DISK
 DP4211_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4211_STAMPING: 23912 A 2013
 DP4211_MARK LOGO: SWFWMD
 DP4211_PROJECTION: RECESSED 5 CENTIMETERS
 DP4211_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4211_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4211+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2013
 DP4211_ROD/PIPE-DEPTH: 15.5 meters
 DP4211
 DP4211  HISTORY     - Date     Condition        Report By
 DP4211  HISTORY     - 20130721 MONUMENTED       FLDEP
 DP4211
 DP4211                          STATION DESCRIPTION
 DP4211
 DP4211'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4211'THE MARK IS ABOUT 3.7 MI (6.0 KM) NORTHEAST OF ZOLFO SPRINGS, 3.7 MI
 DP4211'(6.0 KM) EAST-SOUTHEAST OF WAUCHULA, 1.5 MI (2.4 KM) WEST-SOUTHWEST OF
 DP4211'GRIFFINS CORNER, IN SECTION 7, TOWNSHIP 34 SOUTH, RANGE 26 EAST.
 DP4211'
 DP4211'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 64 AND STATE ROAD
 DP4211'636 (EAST MAIN STREET) ABOUT 6.7 MI (10.8 KM) EAST OF WACHULA, GO
 DP4211'SOUTHWEST ON STATE ROAD 64 FOR 1.6 MI (2.6 KM) TO THE JUNCTION OF
 DP4211'SOUTH BAILEY ROAD ON THE RIGHT.  CONTINUE SOUTHWEST ON STATE ROAD 64
 DP4211'FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF GRIFFIN ROAD ON THE RIGHT.
 DP4211'TURN RIGHT ON GRIFFIN ROAD AND GO WEST FOR 1.3 MI (2.1 KM) TO THE
 DP4211'JUNCTION OF HAYMAN ROAD ON THE LEFT.  TURN LEFT ON HAYMAN ROAD AND GO
 DP4211'SOUTH FOR 0.5 MI (0.8 KM) TO A GATE, A KEY IS REQUIRED, PASSING
 DP4211'THROUGH THE GATE GO SOUTH-SOUTHWEST FOR 0.15 MI (0.2 KM) TO THE MARK
 DP4211'ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 51.0 FT
 DP4211'(15.5 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DP4211'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND.
 DP4211'
 DP4211'LOCATED 125.2 FT (38.2 M) EAST OF SURVEY MARK 23912 B, 96.5 FT (29.4
 DP4211'M) EAST OF A WATER MONITORING WELL, 24.0 FT (7.3 M) SOUTHEAST OF A
 DP4211'3-INCH (8 CM) DIAMETER BAY TREE, 10.0 FT (3.0 M) SOUTH OF THE TOP OF A
 DP4211'10.0 FT (3.0 M) WIDE DITCH AND 3.0 FT (0.9 M) SOUTH OF A CARSONITE
 DP4211'WITNESS POST.
 DP4211'
 DP4211'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4211'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4212 ***********************************************************************
 DP4212  DESIGNATION -  23912 B
 DP4212  PID         -  DP4212
 DP4212  STATE/COUNTY-  FL/HARDEE
 DP4212  COUNTRY     -  US
 DP4212  USGS QUAD   -  WAUCHULA (2018)
 DP4212
 DP4212                         *CURRENT SURVEY CONTROL
 DP4212  ______________________________________________________________________
 DP4212* NAD 83(1986) POSITION- 27 31 56.2    (N) 081 45 17.1    (W)   HD_HELD2
 DP4212* NAVD 88 ORTHO HEIGHT -    29.826 (meters)       97.85  (feet) ADJUSTED
 DP4212  ______________________________________________________________________
 DP4212  GEOID HEIGHT    -        -25.264 (meters)                     GEOID18
 DP4212  DYNAMIC HEIGHT  -         29.781 (meters)       97.71  (feet) COMP
 DP4212  MODELED GRAVITY -    979,143.8   (mgal)                       NAVD 88
 DP4212
 DP4212  VERT ORDER      -  SECOND    CLASS I
 DP4212
 DP4212.The horizontal coordinates were established by autonomous hand held GPS
 DP4212.observations and have an estimated accuracy of +/- 10 meters.
 DP4212
 DP4212.The orthometric height was determined by differential leveling and
 DP4212.adjusted by the NATIONAL GEODETIC SURVEY
 DP4212.in August 2014.
 DP4212
 DP4212.No vertical observational check was made to the station.
 DP4212
 DP4212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4212.GEOID18 height accuracy estimate available here.
 DP4212
 DP4212.Click photographs - Photos may exist for this station.
 DP4212
 DP4212.The dynamic height is computed by dividing the NAVD 88
 DP4212.geopotential number by the normal gravity value computed on the
 DP4212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4212.degrees latitude (g = 980.6199 gals.).
 DP4212
 DP4212.The modeled gravity was interpolated from observed gravity values.
 DP4212
 DP4212;                    North         East    Units  Estimated Accuracy
 DP4212;SPC FL W     -   354,405.      224,225.      MT  (+/- 10 meters HH2 GPS)
 DP4212
 DP4212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2547145619(NAD 83)
 DP4212
 DP4212                          SUPERSEDED SURVEY CONTROL
 DP4212
 DP4212.No superseded survey control is available for this station.
 DP4212
 DP4212_MARKER: DD = SURVEY DISK
 DP4212_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4212_STAMPING: 23912 B 2013
 DP4212_MARK LOGO: SWFWMD
 DP4212_PROJECTION: RECESSED 5 CENTIMETERS
 DP4212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4212+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2013
 DP4212_ROD/PIPE-DEPTH: 13.1 meters
 DP4212
 DP4212  HISTORY     - Date     Condition        Report By
 DP4212  HISTORY     - 20130721 MONUMENTED       FLDEP
 DP4212
 DP4212                          STATION DESCRIPTION
 DP4212
 DP4212'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4212'THE MARK IS ABOUT 3.7 MI (6.0 KM) NORTHEAST OF ZOLFO SPRINGS, 3.7 MI
 DP4212'(6.0 KM) EAST-SOUTHEAST OF WAUCHULA, 1.5 MI (2.4 KM) WEST-SOUTHWEST OF
 DP4212'GRIFFINS CORNER, IN SECTION 7, TOWNSHIP 34 SOUTH, RANGE 26 EAST.
 DP4212'
 DP4212'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 64 AND STATE ROAD
 DP4212'636 (EAST MAIN STREET) ABOUT 6.7 MI (10.8 KM) EAST OF WACHULA, GO
 DP4212'SOUTHWEST ON STATE ROAD 64 FOR 1.6 MI (2.6 KM) TO THE JUNCTION OF
 DP4212'SOUTH BAILEY ROAD ON THE RIGHT.  CONTINUE SOUTHWEST ON STATE ROAD 64
 DP4212'FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF GRIFFIN ROAD ON THE RIGHT.
 DP4212'TURN RIGHT ON GRIFFIN ROAD AND GO WEST FOR 1.3 MI (2.1 KM) TO THE
 DP4212'JUNCTION OF HAYMAN ROAD ON THE LEFT.  TURN LEFT ON HAYMAN ROAD AND GO
 DP4212'SOUTH FOR 0.5 MI (0.8 KM) TO A GATE, A KEY IS REQUIRED, PASSING
 DP4212'THROUGH THE GATE GO SOUTH-SOUTHWEST FOR 0.15 MI (0.2 KM) TO THE MARK
 DP4212'ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 43.0 FT
 DP4212'(13.1 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DP4212'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND.
 DP4212'
 DP4212'LOCATED 125.2 FT (38.2 M) WEST OF SURVEY MARK 23912 A, 29.0 FT (8.8 M)
 DP4212'WEST OF A WATER MONITORING WELL, 24.2 FT (7.4 M) EAST OF A 28-INCH (71
 DP4212'CM) DIAMETER LIVE OAK, 10.0 FT (3.0 M) SOUTH OF THE CENTER OF A 10.0
 DP4212'FT (3.0 M) WIDE DITCH AND 2.5 FT (0.8 M) SOUTH OF A CARSONITE WITNESS
 DP4212'POST.
 DP4212'
 DP4212'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4212'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2736 ***********************************************************************
 DP2736  DESIGNATION -  23917 A
 DP2736  PID         -  DP2736
 DP2736  STATE/COUNTY-  FL/HARDEE
 DP2736  COUNTRY     -  US
 DP2736  USGS QUAD   -  WAUCHULA (2018)
 DP2736
 DP2736                         *CURRENT SURVEY CONTROL
 DP2736  ______________________________________________________________________
 DP2736* NAD 83(1986) POSITION- 27 30 17.7    (N) 081 48 02.0    (W)   HD_HELD2
 DP2736* NAVD 88 ORTHO HEIGHT -    19.292 (meters)       63.29  (feet) ADJUSTED
 DP2736  ______________________________________________________________________
 DP2736  GEOID HEIGHT    -        -25.122 (meters)                     GEOID18
 DP2736  DYNAMIC HEIGHT  -         19.263 (meters)       63.20  (feet) COMP
 DP2736  MODELED GRAVITY -    979,143.3   (mgal)                       NAVD 88
 DP2736
 DP2736  VERT ORDER      -  FIRST     CLASS II
 DP2736
 DP2736.The horizontal coordinates were established by autonomous hand held GPS
 DP2736.observations and have an estimated accuracy of +/- 10 meters.
 DP2736
 DP2736.The orthometric height was determined by differential leveling and
 DP2736.adjusted by the NATIONAL GEODETIC SURVEY
 DP2736.in January 2015.
 DP2736
 DP2736.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2736.GEOID18 height accuracy estimate available here.
 DP2736
 DP2736.Click photographs - Photos may exist for this station.
 DP2736
 DP2736.The dynamic height is computed by dividing the NAVD 88
 DP2736.geopotential number by the normal gravity value computed on the
 DP2736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2736.degrees latitude (g = 980.6199 gals.).
 DP2736
 DP2736.The modeled gravity was interpolated from observed gravity values.
 DP2736
 DP2736;                    North         East    Units  Estimated Accuracy
 DP2736;SPC FL W     -   351,365.      219,706.      MT  (+/- 10 meters HH2 GPS)
 DP2736
 DP2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2092942616(NAD 83)
 DP2736
 DP2736                          SUPERSEDED SURVEY CONTROL
 DP2736
 DP2736.No superseded survey control is available for this station.
 DP2736
 DP2736_MARKER: DD = SURVEY DISK
 DP2736_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2736_STAMPING: 23917 A 2013
 DP2736_MARK LOGO: SWFWMD
 DP2736_PROJECTION: RECESSED 5 CENTIMETERS
 DP2736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP2736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2736+STABILITY: SURFACE MOTION
 DP2736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2736+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 DP2736_ROD/PIPE-DEPTH: 7.0 meters
 DP2736
 DP2736  HISTORY     - Date     Condition        Report By
 DP2736  HISTORY     - 20130814 MONUMENTED       FLDEP
 DP2736
 DP2736                          STATION DESCRIPTION
 DP2736
 DP2736'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2736'THE MARK IS ABOUT 4.9 MI (7.9 KM) WEST-SOUTHWEST OF GRIFFINS CORNER,
 DP2736'3.0 MI (4.8 KM) SOUTH-SOUTHEAST OF WAUCHULA, 0.9 MI (1.4 KM)
 DP2736'NORTH-NORTHWEST OF ZOLFO SPRINGS, IN SECTION 22, TOWNSHIP 34 SOUTH,
 DP2736'RANGE 25 EAST.
 DP2736'
 DP2736'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64 AND U.S.
 DP2736'HIGHWAY 17 IN ZOLFO SPRINGS, GO NORTH ON U.S. HIGHWAY 17 FOR 0.35 MI
 DP2736'(0.6 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DP2736'A DEPTH OF 23.0 FT (7.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP2736'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DP2736'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT
 DP2736'(15 CM) ABOVE THE LEVEL OF U.S. HIGHWAY 17.
 DP2736'
 DP2736'LOCATED 20.8 FT (6.3 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DP2736'OF U.S. HIGHWAY 17 NORTHBOUND LANES, 10.5 FT (3.2 M) NORTH-NORTHWEST
 DP2736'OF A CARSONITE WITNESS POST, 8.6 FT (2.6 M) WEST-SOUTHWEST OF THE BACK
 DP2736'OF THE CURB OF THE WEST SIDE OF U.S. HIGHWAY 17 AND 7.7 FT (2.3 M)
 DP2736'NORTH-NORTHWEST OF A METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2737 ***********************************************************************
 DP2737  DESIGNATION -  23917 B
 DP2737  PID         -  DP2737
 DP2737  STATE/COUNTY-  FL/HARDEE
 DP2737  COUNTRY     -  US
 DP2737  USGS QUAD   -  WAUCHULA (2018)
 DP2737
 DP2737                         *CURRENT SURVEY CONTROL
 DP2737  ______________________________________________________________________
 DP2737* NAD 83(1986) POSITION- 27 30 14.1    (N) 081 47 59.6    (W)   HD_HELD2
 DP2737* NAVD 88 ORTHO HEIGHT -    19.904 (meters)       65.30  (feet) ADJUSTED
 DP2737  ______________________________________________________________________
 DP2737  GEOID HEIGHT    -        -25.121 (meters)                     GEOID18
 DP2737  DYNAMIC HEIGHT  -         19.874 (meters)       65.20  (feet) COMP
 DP2737  MODELED GRAVITY -    979,143.2   (mgal)                       NAVD 88
 DP2737
 DP2737  VERT ORDER      -  FIRST     CLASS II
 DP2737
 DP2737.The horizontal coordinates were established by autonomous hand held GPS
 DP2737.observations and have an estimated accuracy of +/- 10 meters.
 DP2737
 DP2737.The orthometric height was determined by differential leveling and
 DP2737.adjusted by the NATIONAL GEODETIC SURVEY
 DP2737.in January 2015.
 DP2737
 DP2737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2737.GEOID18 height accuracy estimate available here.
 DP2737
 DP2737.Click photographs - Photos may exist for this station.
 DP2737
 DP2737.The dynamic height is computed by dividing the NAVD 88
 DP2737.geopotential number by the normal gravity value computed on the
 DP2737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2737.degrees latitude (g = 980.6199 gals.).
 DP2737
 DP2737.The modeled gravity was interpolated from observed gravity values.
 DP2737
 DP2737;                    North         East    Units  Estimated Accuracy
 DP2737;SPC FL W     -   351,254.      219,772.      MT  (+/- 10 meters HH2 GPS)
 DP2737
 DP2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2099442505(NAD 83)
 DP2737
 DP2737                          SUPERSEDED SURVEY CONTROL
 DP2737
 DP2737.No superseded survey control is available for this station.
 DP2737
 DP2737_MARKER: DD = SURVEY DISK
 DP2737_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP2737_SP_SET: BRIDGE GUARDRAIL
 DP2737_STAMPING: 23917 B
 DP2737_MARK LOGO: FLDT
 DP2737_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP2737
 DP2737  HISTORY     - Date     Condition        Report By
 DP2737  HISTORY     - UNK      MONUMENTED       FLDT
 DP2737  HISTORY     - 20130730 GOOD             FLDEP
 DP2737
 DP2737                          STATION DESCRIPTION
 DP2737
 DP2737'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2737'THE MARK IS ABOUT 4.9 MI (7.9 KM) WEST-SOUTHWEST OF GRIFFINS CORNER,
 DP2737'3.0 MI (4.8 KM) SOUTH-SOUTHEAST OF WAUCHULA, 0.8 MI (1.3 KM)
 DP2737'NORTH-NORTHWEST OF ZOLFO SPRINGS, IN SECTION 22, TOWNSHIP 34 SOUTH,
 DP2737'RANGE 25 EAST.
 DP2737'
 DP2737'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64 AND U.S.
 DP2737'HIGHWAY 17 IN ZOLFO SPRINGS, GO NORTH ON U.S. HIGHWAY 17 FOR 0.3 MI
 DP2737'(0.5 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF CONCRETE BRIDGE
 DP2737'GUARDRAIL AT THE SOUTHEAST END OF THE NORTHBOUND LANES 3.0 FT (0.9 M)
 DP2737'ABOVE THE LEVEL OF U.S. HIGHWAY 17.
 DP2737'
 DP2737'LOCATED 36.5 FT (11.1 M) NORTHWEST OF A 10.0 FT (3.0 M) TALL GREEN
 DP2737'PEACE RIVER SIGN, 17.8 FT (5.4 M) EAST OF THE APPROXIMATE CENTERLINE
 DP2737'OF U.S. HIGHWAY 17 NORTHBOUND LANES AND 4.5 FT (1.4 M) WEST OF THE
 DP2737'APPROXIMATE CENTERLINE OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4241 ***********************************************************************
 DP4241  DESIGNATION -  23924 A
 DP4241  PID         -  DP4241
 DP4241  STATE/COUNTY-  FL/HARDEE
 DP4241  COUNTRY     -  US
 DP4241  USGS QUAD   -  ONA (2018)
 DP4241
 DP4241                         *CURRENT SURVEY CONTROL
 DP4241  ______________________________________________________________________
 DP4241* NAD 83(1986) POSITION- 27 27 15.0    (N) 081 54 58.3    (W)   HD_HELD2
 DP4241* NAVD 88 ORTHO HEIGHT -    23.461 (meters)       76.97  (feet) ADJUSTED
 DP4241  ______________________________________________________________________
 DP4241  GEOID HEIGHT    -        -24.862 (meters)                     GEOID18
 DP4241  DYNAMIC HEIGHT  -         23.426 (meters)       76.86  (feet) COMP
 DP4241  MODELED GRAVITY -    979,142.6   (mgal)                       NAVD 88
 DP4241
 DP4241  VERT ORDER      -  SECOND    CLASS I
 DP4241
 DP4241.The horizontal coordinates were established by autonomous hand held GPS
 DP4241.observations and have an estimated accuracy of +/- 10 meters.
 DP4241
 DP4241.The orthometric height was determined by differential leveling and
 DP4241.adjusted by the NATIONAL GEODETIC SURVEY
 DP4241.in August 2014.
 DP4241
 DP4241.No vertical observational check was made to the station.
 DP4241
 DP4241.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4241.GEOID18 height accuracy estimate available here.
 DP4241
 DP4241.Click photographs - Photos may exist for this station.
 DP4241
 DP4241.The dynamic height is computed by dividing the NAVD 88
 DP4241.geopotential number by the normal gravity value computed on the
 DP4241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4241.degrees latitude (g = 980.6199 gals.).
 DP4241
 DP4241.The modeled gravity was interpolated from observed gravity values.
 DP4241
 DP4241;                    North         East    Units  Estimated Accuracy
 DP4241;SPC FL W     -   345,729.      208,284.      MT  (+/- 10 meters HH2 GPS)
 DP4241
 DP4241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0946537073(NAD 83)
 DP4241
 DP4241                          SUPERSEDED SURVEY CONTROL
 DP4241
 DP4241.No superseded survey control is available for this station.
 DP4241
 DP4241_MARKER: DD = SURVEY DISK
 DP4241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4241_STAMPING: 23924 A 2008
 DP4241_MARK LOGO: SWFWMD
 DP4241_PROJECTION: PROJECTING 3 CENTIMETERS
 DP4241_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4241+STABILITY: SURFACE MOTION
 DP4241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4241+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2013
 DP4241
 DP4241  HISTORY     - Date     Condition        Report By
 DP4241  HISTORY     - 20080904 MONUMENTED       SWFWMD
 DP4241  HISTORY     - 20130813 GOOD             FLDEP
 DP4241
 DP4241                          STATION DESCRIPTION
 DP4241
 DP4241'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4241'THE MARK IS ABOUT 7.8 MI (12.6 KM) WEST-SOUTHWEST OF ZOLFO SPRINGS,
 DP4241'6.2 MI (10.0 KM) NORTH OF LIMESTONE, 1.9 MI (3.1 KM) SOUTH OF ONA, IN
 DP4241'SECTION 9, TOWNSHIP 35 SOUTH, RANGE 24 EAST.  NOTE THE KEY CAN BE
 DP4241'OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT.
 DP4241'
 DP4241'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DP4241'ROAD 64 IN ZOLFO SPRINGS, GO WEST ON STATE ROAD 64 FOR 7.6 MI (12.2
 DP4241'KM) TO THE INTERSECTION OF COUNTY ROAD 663.  TURN RIGHT ON COUNTY ROAD
 DP4241'663 AND GO SOUTH FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF A DIM DIRT
 DP4241'ROAD ON THE RIGHT.  TURN RIGHT ON THE DIM DIRT ROAD AND GO WEST FOR
 DP4241'ABOUT 50.0 FT (15.2 M) TO A LOCKED GATE, PASSING THROUGH THE GATE GO
 DP4241'WEST AND SOUTH ABOUT 150.0 FT (45.7 M) TO THE MARK, SET IN THE TOP OF
 DP4241'A ROUND CONCRETE MONUMENT PROJECTING 0.1 FT (3 CM) ABOVE THE LEVEL OF
 DP4241'THE GROUND.
 DP4241'
 DP4241'LOCATED 54.8 FT (16.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DP4241'GATED ENTRANCE ROAD, 37.5 FT (11.4 M) SOUTHEAST OF A 48-INCH (122 CM)
 DP4241'LIVE OAK TREE, 29.9 FT (9.1 M) WEST OF THE BARB WIRE FENCE, 23.0 FT
 DP4241'(7.0 M) NORTH OF SURVEY MARK 23924 B AND 1.0 FT (0.3 M) NORTH OF A
 DP4241'CARSONITE WITNESS POST.
 DP4241'
 DP4241'NOTE THE FIRST NUMBER 2)3924 A 2008 HAS BEEN HIT BY A MOWER, SEE
 DP4241'PHOTO.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4242 ***********************************************************************
 DP4242  DESIGNATION -  23924 B
 DP4242  PID         -  DP4242
 DP4242  STATE/COUNTY-  FL/HARDEE
 DP4242  COUNTRY     -  US
 DP4242  USGS QUAD   -  ONA (2018)
 DP4242
 DP4242                         *CURRENT SURVEY CONTROL
 DP4242  ______________________________________________________________________
 DP4242* NAD 83(1986) POSITION- 27 27 14.9    (N) 081 54 58.3    (W)   HD_HELD2
 DP4242* NAVD 88 ORTHO HEIGHT -    23.412 (meters)       76.81  (feet) ADJUSTED
 DP4242  ______________________________________________________________________
 DP4242  GEOID HEIGHT    -        -24.862 (meters)                     GEOID18
 DP4242  DYNAMIC HEIGHT  -         23.377 (meters)       76.70  (feet) COMP
 DP4242  MODELED GRAVITY -    979,142.6   (mgal)                       NAVD 88
 DP4242
 DP4242  VERT ORDER      -  SECOND    CLASS I
 DP4242
 DP4242.The horizontal coordinates were established by autonomous hand held GPS
 DP4242.observations and have an estimated accuracy of +/- 10 meters.
 DP4242
 DP4242.The orthometric height was determined by differential leveling and
 DP4242.adjusted by the NATIONAL GEODETIC SURVEY
 DP4242.in August 2014.
 DP4242
 DP4242.No vertical observational check was made to the station.
 DP4242
 DP4242.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4242.GEOID18 height accuracy estimate available here.
 DP4242
 DP4242.Click photographs - Photos may exist for this station.
 DP4242
 DP4242.The dynamic height is computed by dividing the NAVD 88
 DP4242.geopotential number by the normal gravity value computed on the
 DP4242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4242.degrees latitude (g = 980.6199 gals.).
 DP4242
 DP4242.The modeled gravity was interpolated from observed gravity values.
 DP4242
 DP4242;                    North         East    Units  Estimated Accuracy
 DP4242;SPC FL W     -   345,726.      208,284.      MT  (+/- 10 meters HH2 GPS)
 DP4242
 DP4242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0946537070(NAD 83)
 DP4242
 DP4242                          SUPERSEDED SURVEY CONTROL
 DP4242
 DP4242.No superseded survey control is available for this station.
 DP4242
 DP4242_MARKER: DD = SURVEY DISK
 DP4242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4242_STAMPING: 23924 B 2008
 DP4242_MARK LOGO: SWFWMD
 DP4242_PROJECTION: PROJECTING 3 CENTIMETERS
 DP4242_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4242+STABILITY: SURFACE MOTION
 DP4242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4242+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2013
 DP4242
 DP4242  HISTORY     - Date     Condition        Report By
 DP4242  HISTORY     - 20080904 MONUMENTED       SWFWMD
 DP4242  HISTORY     - 20130813 GOOD             FLDEP
 DP4242
 DP4242                          STATION DESCRIPTION
 DP4242
 DP4242'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4242'THE MARK IS ABOUT 7.8 MI (12.6 KM) WEST-SOUTHWEST OF ZOLFO SPRINGS,
 DP4242'6.2 MI (10.0 KM) NORTH OF LIMESTONE, 1.9 MI (3.1 KM) SOUTH OF ONA, IN
 DP4242'SECTION 9, TOWNSHIP 35 SOUTH, RANGE 24 EAST.  NOTE THE KEY CAN BE
 DP4242'OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT.
 DP4242'
 DP4242'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DP4242'ROAD 64 IN ZOLFO SPRINGS, GO WEST ON STATE ROAD 64 FOR 7.6 MI (12.2
 DP4242'KM) TO THE INTERSECTION OF COUNTY ROAD 663.  TURN RIGHT ON COUNTY ROAD
 DP4242'663 AND GO SOUTH FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF A DIM DIRT
 DP4242'ROAD ON THE RIGHT.  TURN RIGHT ON THE DIM DIRT ROAD AND GO WEST FOR
 DP4242'ABOUT 50.0 FT (15.2 M) TO A LOCKED GATE, PASSING THROUGH THE GATE GO
 DP4242'WEST AND SOUTH FOR ABOUT 150.0 FT (45.7 M) TO THE MARK, SET IN THE TOP
 DP4242'OF A ROUND CONCRETE MONUMENT PROJECTING 0.1 FT (3 CM) ABOVE THE LEVEL
 DP4242'OF THE GROUND.
 DP4242'
 DP4242'LOCATED 76.6 FT (23.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DP4242'GATED ENTRANCE ROAD, 54.8 FT (16.7 M) SOUTH-SOUTHEAST OF A 48-INCH
 DP4242'(122 CM) LIVE OAK TREE, 31.9 FT (9.7 M) WEST OF THE BARB WIRE FENCE,
 DP4242'23.0 FT (7.0 M) SOUTH OF SURVEY MARK 23924 A AND 0.6 FT (18 CM) EAST
 DP4242'OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2738 ***********************************************************************
 DP2738  DESIGNATION -  23939 A
 DP2738  PID         -  DP2738
 DP2738  STATE/COUNTY-  FL/HARDEE
 DP2738  COUNTRY     -  US
 DP2738  USGS QUAD   -  WAUCHULA (2018)
 DP2738
 DP2738                         *CURRENT SURVEY CONTROL
 DP2738  ______________________________________________________________________
 DP2738* NAD 83(1986) POSITION- 27 31 47.6    (N) 081 49 02.9    (W)   HD_HELD2
 DP2738* NAVD 88 ORTHO HEIGHT -    23.099 (meters)       75.78  (feet) ADJUSTED
 DP2738  ______________________________________________________________________
 DP2738  GEOID HEIGHT    -        -25.140 (meters)                     GEOID18
 DP2738  DYNAMIC HEIGHT  -         23.065 (meters)       75.67  (feet) COMP
 DP2738  MODELED GRAVITY -    979,145.0   (mgal)                       NAVD 88
 DP2738
 DP2738  VERT ORDER      -  FIRST     CLASS II
 DP2738
 DP2738.The horizontal coordinates were established by autonomous hand held GPS
 DP2738.observations and have an estimated accuracy of +/- 10 meters.
 DP2738
 DP2738.The orthometric height was determined by differential leveling and
 DP2738.adjusted by the NATIONAL GEODETIC SURVEY
 DP2738.in January 2015.
 DP2738
 DP2738.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2738.GEOID18 height accuracy estimate available here.
 DP2738
 DP2738.Click photographs - Photos may exist for this station.
 DP2738
 DP2738.The dynamic height is computed by dividing the NAVD 88
 DP2738.geopotential number by the normal gravity value computed on the
 DP2738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2738.degrees latitude (g = 980.6199 gals.).
 DP2738
 DP2738.The modeled gravity was interpolated from observed gravity values.
 DP2738
 DP2738;                    North         East    Units  Estimated Accuracy
 DP2738;SPC FL W     -   354,130.      218,030.      MT  (+/- 10 meters HH2 GPS)
 DP2738
 DP2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1927645393(NAD 83)
 DP2738
 DP2738                          SUPERSEDED SURVEY CONTROL
 DP2738
 DP2738.No superseded survey control is available for this station.
 DP2738
 DP2738_MARKER: DD = SURVEY DISK
 DP2738_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP2738_SP_SET: HEADWALL
 DP2738_STAMPING: 23939 A 2013
 DP2738_MARK LOGO: FLDEP
 DP2738_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2738+STABILITY: SURFACE MOTION
 DP2738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2738+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 DP2738
 DP2738  HISTORY     - Date     Condition        Report By
 DP2738  HISTORY     - 20130814 MONUMENTED       FLDEP
 DP2738
 DP2738                          STATION DESCRIPTION
 DP2738
 DP2738'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2738'THE MARK IS ABOUT 5.3 MI (8.5 KM) WEST OF GRIFFINS CORNER, 2.9 MI (4.7
 DP2738'KM) NORTH-NORTHWEST OF ZOLFO SPRINGS, 1.2 MI (1.9 KM) SOUTH-SOUTHWEST
 DP2738'OF WAUCHULA, IN SECTION 9, TOWNSHIP 34 SOUTH, RANGE 25 EAST.
 DP2738'
 DP2738'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64 AND U.S.
 DP2738'HIGHWAY 17 IN ZOLFO SPRINGS, GO NORTH ON U.S. HIGHWAY 17 FOR 2.35 MI
 DP2738'(3.8 KM) TO THE JUNCTION OF STENSTROM ROAD ON THE LEFT.  TURN LEFT ON
 DP2738'STENSTROM ROAD AND GO WEST FOR 0.65 MI (1.0 KM) TO THE INTERSECTION OF
 DP2738'SOUTH FLORIDA AVENUE.  TURN LEFT ON SOUTH FLORIDA AVENUE AND GO SOUTH
 DP2738'FOR 0.2 MI (0.3 KM) TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A
 DP2738'CONCRETE HEADWALL 0.3 FT (9 CM) BELOW THE LEVEL OF SOUTH FLORIDA
 DP2738'AVENUE.
 DP2738'
 DP2738'LOCATED 42.5 FT (13.0 M) NORTH-NORTHWEST OF POWER POLE NUMBER B189429,
 DP2738'18.3 FT (5.6 M) EAST OF THE APPROXIMATE CENTERLINE OF SOUTH FLORIDA
 DP2738'AVENUE, 3.5 FT (1.1 M) NORTH OF A CARSONITE WITNESS POST AND 2.8 FT
 DP2738'(0.9 M) EAST OF THE METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2739 ***********************************************************************
 DP2739  DESIGNATION -  23939 B
 DP2739  PID         -  DP2739
 DP2739  STATE/COUNTY-  FL/HARDEE
 DP2739  COUNTRY     -  US
 DP2739  USGS QUAD   -  WAUCHULA (2018)
 DP2739
 DP2739                         *CURRENT SURVEY CONTROL
 DP2739  ______________________________________________________________________
 DP2739* NAD 83(1986) POSITION- 27 31 45.2    (N) 081 49 04.0    (W)   HD_HELD2
 DP2739* NAVD 88 ORTHO HEIGHT -    24.543 (meters)       80.52  (feet) ADJUSTED
 DP2739  ______________________________________________________________________
 DP2739  GEOID HEIGHT    -        -25.138 (meters)                     GEOID18
 DP2739  DYNAMIC HEIGHT  -         24.506 (meters)       80.40  (feet) COMP
 DP2739  MODELED GRAVITY -    979,145.0   (mgal)                       NAVD 88
 DP2739
 DP2739  VERT ORDER      -  FIRST     CLASS II
 DP2739
 DP2739.The horizontal coordinates were established by autonomous hand held GPS
 DP2739.observations and have an estimated accuracy of +/- 10 meters.
 DP2739
 DP2739.The orthometric height was determined by differential leveling and
 DP2739.adjusted by the NATIONAL GEODETIC SURVEY
 DP2739.in January 2015.
 DP2739
 DP2739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2739.GEOID18 height accuracy estimate available here.
 DP2739
 DP2739.Click photographs - Photos may exist for this station.
 DP2739
 DP2739.The dynamic height is computed by dividing the NAVD 88
 DP2739.geopotential number by the normal gravity value computed on the
 DP2739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2739.degrees latitude (g = 980.6199 gals.).
 DP2739
 DP2739.The modeled gravity was interpolated from observed gravity values.
 DP2739
 DP2739;                    North         East    Units  Estimated Accuracy
 DP2739;SPC FL W     -   354,056.      218,000.      MT  (+/- 10 meters HH2 GPS)
 DP2739
 DP2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1924545320(NAD 83)
 DP2739
 DP2739                          SUPERSEDED SURVEY CONTROL
 DP2739
 DP2739.No superseded survey control is available for this station.
 DP2739
 DP2739_MARKER: DD = SURVEY DISK
 DP2739_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2739_STAMPING: 23939 B 2013
 DP2739_MARK LOGO: SWFWMD
 DP2739_PROJECTION: RECESSED 8 CENTIMETERS
 DP2739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP2739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2739+STABILITY: SURFACE MOTION
 DP2739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2739+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 DP2739_ROD/PIPE-DEPTH: 15.5 meters
 DP2739
 DP2739  HISTORY     - Date     Condition        Report By
 DP2739  HISTORY     - 20130814 MONUMENTED       FLDEP
 DP2739
 DP2739                          STATION DESCRIPTION
 DP2739
 DP2739'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2739'THE MARK IS ABOUT 5.4 MI (8.7 KM) WEST OF GRIFFINS CORNER, 2.8 MI (4.5
 DP2739'KM) NORTH-NORTHWEST OF ZOLFO SPRINGS, 1.3 MI (2.1 KM) SOUTH-SOUTHWEST
 DP2739'OF WAUCHULA, IN SECTION 16, TOWNSHIP 34 SOUTH, RANGE 25 EAST.
 DP2739'
 DP2739'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64 AND U.S.
 DP2739'HIGHWAY 17 IN ZOLFO SPRINGS, GO NORTH ON U.S. HIGHWAY 17 FOR 2.35 MI
 DP2739'(3.8 KM) TO THE JUNCTION OF STENSTROM ROAD ON THE LEFT.  TURN LEFT ON
 DP2739'STENSTROM ROAD AND GO WEST FOR 0.65 MI (1.0 KM) TO THE INTERSECTION OF
 DP2739'SOUTH FLORIDA AVENUE.  TURN LEFT ON SOUTH FLORIDA AVENUE AND GO SOUTH
 DP2739'FOR 0.25 MI (0.4 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN
 DP2739'TO REFUSAL AT A DEPTH OF 51.0 FT (15.5 M) WITH A SURVEY DISK SET ON
 DP2739'THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT
 DP2739'(0.5 M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND
 DP2739'ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF SOUTH FLORIDA AVENUE.
 DP2739'
 DP2739'LOCATED 57.3 FT (17.5 M) WEST OF THE APPROXIMATE CENTERLINE OF SOUTH
 DP2739'FLORIDA AVENUE, 16.5 FT (5.0 M) WEST-NORTHWEST OF THE HOG WIRE FENCE,
 DP2739'14.5 FT (4.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE GRAVEL
 DP2739'ROAD, 2.3 FT (0.7 M) NORTH OF THE HOG WIRE FENCE AND 2.0 FT (0.6 M)
 DP2739'NORTH OF A CARSONITE WITNESS POST.
 DP2739'
 DP2739'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP2739'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4243 ***********************************************************************
 DP4243  DESIGNATION -  23949 A
 DP4243  PID         -  DP4243
 DP4243  STATE/COUNTY-  FL/HARDEE
 DP4243  COUNTRY     -  US
 DP4243  USGS QUAD   -  MYAKKA HEAD (2018)
 DP4243
 DP4243                         *CURRENT SURVEY CONTROL
 DP4243  ______________________________________________________________________
 DP4243* NAD 83(1986) POSITION- 27 29 15.0    (N) 082 01 22.5    (W)   HD_HELD2
 DP4243* NAVD 88 ORTHO HEIGHT -    24.056 (meters)       78.92  (feet) ADJUSTED
 DP4243  ______________________________________________________________________
 DP4243  GEOID HEIGHT    -        -24.843 (meters)                     GEOID18
 DP4243  DYNAMIC HEIGHT  -         24.019 (meters)       78.80  (feet) COMP
 DP4243  MODELED GRAVITY -    979,140.4   (mgal)                       NAVD 88
 DP4243
 DP4243  VERT ORDER      -  SECOND    CLASS I
 DP4243
 DP4243.The horizontal coordinates were established by autonomous hand held GPS
 DP4243.observations and have an estimated accuracy of +/- 10 meters.
 DP4243
 DP4243.The orthometric height was determined by differential leveling and
 DP4243.adjusted by the NATIONAL GEODETIC SURVEY
 DP4243.in August 2014.
 DP4243
 DP4243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4243.GEOID18 height accuracy estimate available here.
 DP4243
 DP4243.Click photographs - Photos may exist for this station.
 DP4243
 DP4243.The dynamic height is computed by dividing the NAVD 88
 DP4243.geopotential number by the normal gravity value computed on the
 DP4243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4243.degrees latitude (g = 980.6199 gals.).
 DP4243
 DP4243.The modeled gravity was interpolated from observed gravity values.
 DP4243
 DP4243;                    North         East    Units  Estimated Accuracy
 DP4243;SPC FL W     -   349,420.      197,735.      MT  (+/- 10 meters HH2 GPS)
 DP4243
 DP4243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9894940848(NAD 83)
 DP4243
 DP4243                          SUPERSEDED SURVEY CONTROL
 DP4243
 DP4243.No superseded survey control is available for this station.
 DP4243
 DP4243_MARKER: DD = SURVEY DISK
 DP4243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4243_STAMPING: 23949 A 2013
 DP4243_MARK LOGO: FLDEP
 DP4243_PROJECTION: RECESSED 5 CENTIMETERS
 DP4243_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4243+STABILITY: SURFACE MOTION
 DP4243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4243+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2013
 DP4243
 DP4243  HISTORY     - Date     Condition        Report By
 DP4243  HISTORY     - 20130818 MONUMENTED       FLDEP
 DP4243
 DP4243                          STATION DESCRIPTION
 DP4243
 DP4243'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4243'THE MARK IS ABOUT 9.1 MI (14.7 KM) SOUTHEAST OF KEENTOWN, 6.4 MI (10.3
 DP4243'KM) WEST OF ONA, 3.5 MI (5.7 KM) EAST-NORTHEAST OF MYAKKA HEAD, IN
 DP4243'SECTION 29, TOWNSHIP 34 SOUTH, RANGE 23 EAST.
 DP4243'
 DP4243'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DP4243'ROAD 64 IN ZOLFO SPRINGS, GO WEST ON STATE ROAD 64 FOR 7.6 MI (12.2
 DP4243'KM) TO THE INTERSECTION OF COUNTY ROAD 663, CONTINUE WEST ON STATE
 DP4243'ROAD 64 FOR 5.8 MI (9.3 KM) TO THE JUNCTION OF CHARLEY BRYAN ROAD,
 DP4243'CONTINUE WEST ON STATE ROAD 64 FOR 0.6 MI (1.0 KM) TO THE MARK ON THE
 DP4243'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6
 DP4243'CM) BELOW THE LEVEL OF THE GROUND AND 10.0 FT (3.0 M) BELOW THE LEVEL
 DP4243'OF STATE ROAD 64.
 DP4243'
 DP4243'LOCATED 205.0 FT (62.5 M) NORTHEAST OF SURVEY MARK 23949 B, 56.5 FT
 DP4243'(17.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY 64, 40.5
 DP4243'FT (12.3 M) NORTH OF THE METAL GUARDRAIL, 1.7 FT (0.5 M) SOUTH OF THE
 DP4243'BARB WIRE FENCE AND 1.5 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 DP4243'
 DP4243'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4244 ***********************************************************************
 DP4244  DESIGNATION -  23949 B
 DP4244  PID         -  DP4244
 DP4244  STATE/COUNTY-  FL/HARDEE
 DP4244  COUNTRY     -  US
 DP4244  USGS QUAD   -  MYAKKA HEAD (2018)
 DP4244
 DP4244                         *CURRENT SURVEY CONTROL
 DP4244  ______________________________________________________________________
 DP4244* NAD 83(1986) POSITION- 27 29 13.9    (N) 082 01 24.5    (W)   HD_HELD2
 DP4244* NAVD 88 ORTHO HEIGHT -    26.585 (meters)       87.22  (feet) ADJUSTED
 DP4244  ______________________________________________________________________
 DP4244  GEOID HEIGHT    -        -24.842 (meters)                     GEOID18
 DP4244  DYNAMIC HEIGHT  -         26.545 (meters)       87.09  (feet) COMP
 DP4244  MODELED GRAVITY -    979,140.4   (mgal)                       NAVD 88
 DP4244
 DP4244  VERT ORDER      -  SECOND    CLASS I
 DP4244
 DP4244.The horizontal coordinates were established by autonomous hand held GPS
 DP4244.observations and have an estimated accuracy of +/- 10 meters.
 DP4244
 DP4244.The orthometric height was determined by differential leveling and
 DP4244.adjusted by the NATIONAL GEODETIC SURVEY
 DP4244.in August 2014.
 DP4244
 DP4244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4244.GEOID18 height accuracy estimate available here.
 DP4244
 DP4244.Click photographs - Photos may exist for this station.
 DP4244
 DP4244.The dynamic height is computed by dividing the NAVD 88
 DP4244.geopotential number by the normal gravity value computed on the
 DP4244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4244.degrees latitude (g = 980.6199 gals.).
 DP4244
 DP4244.The modeled gravity was interpolated from observed gravity values.
 DP4244
 DP4244;                    North         East    Units  Estimated Accuracy
 DP4244;SPC FL W     -   349,386.      197,681.      MT  (+/- 10 meters HH2 GPS)
 DP4244
 DP4244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9889440815(NAD 83)
 DP4244
 DP4244                          SUPERSEDED SURVEY CONTROL
 DP4244
 DP4244.No superseded survey control is available for this station.
 DP4244
 DP4244_MARKER: DD = SURVEY DISK
 DP4244_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP4244_SP_SET: BRIDGE CURB
 DP4244_STAMPING: 23949 B 2013
 DP4244_MARK LOGO: FLDEP
 DP4244_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4244_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4244+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2013
 DP4244
 DP4244  HISTORY     - Date     Condition        Report By
 DP4244  HISTORY     - 20130818 MONUMENTED       FLDEP
 DP4244
 DP4244                          STATION DESCRIPTION
 DP4244
 DP4244'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4244'THE MARK IS ABOUT 9.1 MI (14.6 KM) SOUTHEAST OF KEENTOWN, 6.4 MI (10.3
 DP4244'KM) WEST OF ONA, 3.5 MI (5.6 KM) EAST-NORTHEAST OF MYAKKA HEAD, IN
 DP4244'SECTION 29, TOWNSHIP 34 SOUTH, RANGE 23 EAST.
 DP4244'
 DP4244'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DP4244'ROAD 64 IN ZOLFO SPRINGS, GO WEST ON STATE ROAD 64 FOR 7.6 MI (12.2
 DP4244'KM) TO THE INTERSECTION OF COUNTY ROAD 663, CONTINUE WEST ON STATE
 DP4244'ROAD 64 FOR 5.8 MI (9.3 KM) TO THE JUNCTION OF CHARLEY BRYAN ROAD,
 DP4244'CONTINUE WEST ON STATE ROAD 64 FOR 0.65 MI (1.0 KM) TO THE MARK ON THE
 DP4244'LEFT, SET FLUSH IN THE TOP OF THE CONCRETE BRIDGE CURB AND 1.0 FT (0.3
 DP4244'M) ABOVE THE LEVEL OF STATE ROAD 64.
 DP4244'
 DP4244'LOCATED 16.3 FT (5.0 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DP4244'STATE HIGHWAY 64, 7.9 FT (2.4 M) EAST-NORTHEAST OF THE SOUTHWEST END
 DP4244'OF THE CONCRETE GUARDRAIL, 4.4 FT (1.3 M) EAST-NORTHEAST OF A
 DP4244'CARSONITE WITNESS POST AND 0.6 FT (18 CM) SOUTHEAST OF THE METAL
 DP4244'GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4208 ***********************************************************************
 DP4208  DESIGNATION -  23954 A
 DP4208  PID         -  DP4208
 DP4208  STATE/COUNTY-  FL/HARDEE
 DP4208  COUNTRY     -  US
 DP4208  USGS QUAD   -  AVON PARK (2018)
 DP4208
 DP4208                         *CURRENT SURVEY CONTROL
 DP4208  ______________________________________________________________________
 DP4208* NAD 83(1986) POSITION- 27 34 59.8    (N) 081 35 18.6    (W)   HD_HELD2
 DP4208* NAVD 88 ORTHO HEIGHT -    29.346 (meters)       96.28  (feet) ADJUSTED
 DP4208  ______________________________________________________________________
 DP4208  GEOID HEIGHT    -        -25.751 (meters)                     GEOID18
 DP4208  DYNAMIC HEIGHT  -         29.302 (meters)       96.14  (feet) COMP
 DP4208  MODELED GRAVITY -    979,134.9   (mgal)                       NAVD 88
 DP4208
 DP4208  VERT ORDER      -  SECOND    CLASS I
 DP4208
 DP4208.The horizontal coordinates were established by autonomous hand held GPS
 DP4208.observations and have an estimated accuracy of +/- 10 meters.
 DP4208
 DP4208.The orthometric height was determined by differential leveling and
 DP4208.adjusted by the NATIONAL GEODETIC SURVEY
 DP4208.in August 2014.
 DP4208
 DP4208.No vertical observational check was made to the station.
 DP4208
 DP4208.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4208.GEOID18 height accuracy estimate available here.
 DP4208
 DP4208.Click photographs - Photos may exist for this station.
 DP4208
 DP4208.The dynamic height is computed by dividing the NAVD 88
 DP4208.geopotential number by the normal gravity value computed on the
 DP4208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4208.degrees latitude (g = 980.6199 gals.).
 DP4208
 DP4208.The modeled gravity was interpolated from observed gravity values.
 DP4208
 DP4208;                    North         East    Units  Estimated Accuracy
 DP4208;SPC FL W     -   360,100.      240,628.      MT  (+/- 10 meters HH2 GPS)
 DP4208
 DP4208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4191551179(NAD 83)
 DP4208
 DP4208                          SUPERSEDED SURVEY CONTROL
 DP4208
 DP4208.No superseded survey control is available for this station.
 DP4208
 DP4208_MARKER: DD = SURVEY DISK
 DP4208_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4208_STAMPING: 23954 A 2013
 DP4208_MARK LOGO: SWFWMD
 DP4208_PROJECTION: RECESSED 5 CENTIMETERS
 DP4208_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4208_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4208+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2013
 DP4208_ROD/PIPE-DEPTH: 19.2 meters
 DP4208
 DP4208  HISTORY     - Date     Condition        Report By
 DP4208  HISTORY     - 20131028 MONUMENTED       FLDEP
 DP4208
 DP4208                          STATION DESCRIPTION
 DP4208
 DP4208'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4208'THE MARK IS ABOUT 9.3 MI (15.0 KM) EAST-NORTHEAST OF GRIFFINS CORNER,
 DP4208'5.8 MI (9.3 KM) SOUTH-SOUTHEAST OF BEREAH, 5.1 MI (8.2 KM) WEST OF
 DP4208'AVON PARK, IN SECTION 26, TOWNSHIP 33 SOUTH, RANGE 27 EAST.  NOTE THE
 DP4208'KEY CAN BE OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT.
 DP4208'
 DP4208'TO REACH THE MARK FROM THE INTERSECTION U.S. HIGHWAY 27 AND STATE ROAD
 DP4208'64 IN AVON PARK, GO WEST ON STATE ROAD 64 FOR 4.6 MI (7.4 KM) TO THE
 DP4208'JUNCTION OF JERSEY LANE ON THE LEFT.  TURN LEFT ON JERSEY LANE AND GO
 DP4208'SOUTH FOR 0.4 MI (0.6 KM) TO A DIM DIRT ROAD ON THE RIGHT.  TURN RIGHT
 DP4208'ON THE DIM DIRT ROAD AND GO WEST FOR ABOUT 65.0 FT (19.8 M) TO A GATE,
 DP4208'PASSING THROUGH THE GATE.  CONTINUE WEST FOR ABOUT 80.0 FT (24.4 M) TO
 DP4208'A CHAIN LINK FENCE COMPOUND AND THE MARK, AN ALUMINUM ROD DRIVEN TO
 DP4208'REFUSAL AT A DEPTH OF 63.0 FT (19.2 M) WITH AN ALUMINUM DISK ENCASED
 DP4208'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DP4208'THE GROUND.
 DP4208'
 DP4208'LOCATED 76.5 FT (23.3 M) SOUTH-SOUTHEAST OF SURVEY MARK 23954 B, 2.1
 DP4208'FT (0.6 M) NORTHWEST OF THE SOUTHEAST CORNER OF THE CHAIN LINK FENCE
 DP4208'AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
 DP4208'
 DP4208'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4208'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4209 ***********************************************************************
 DP4209  DESIGNATION -  23954 B
 DP4209  PID         -  DP4209
 DP4209  STATE/COUNTY-  FL/HARDEE
 DP4209  COUNTRY     -  US
 DP4209  USGS QUAD   -  AVON PARK (2018)
 DP4209
 DP4209                         *CURRENT SURVEY CONTROL
 DP4209  ______________________________________________________________________
 DP4209* NAD 83(1986) POSITION- 27 35 00.4    (N) 081 35 18.7    (W)   HD_HELD2
 DP4209* NAVD 88 ORTHO HEIGHT -    29.580 (meters)       97.05  (feet) ADJUSTED
 DP4209  ______________________________________________________________________
 DP4209  GEOID HEIGHT    -        -25.751 (meters)                     GEOID18
 DP4209  DYNAMIC HEIGHT  -         29.535 (meters)       96.90  (feet) COMP
 DP4209  MODELED GRAVITY -    979,134.9   (mgal)                       NAVD 88
 DP4209
 DP4209  VERT ORDER      -  SECOND    CLASS I
 DP4209
 DP4209.The horizontal coordinates were established by autonomous hand held GPS
 DP4209.observations and have an estimated accuracy of +/- 10 meters.
 DP4209
 DP4209.The orthometric height was determined by differential leveling and
 DP4209.adjusted by the NATIONAL GEODETIC SURVEY
 DP4209.in August 2014.
 DP4209
 DP4209.No vertical observational check was made to the station.
 DP4209
 DP4209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4209.GEOID18 height accuracy estimate available here.
 DP4209
 DP4209.Click photographs - Photos may exist for this station.
 DP4209
 DP4209.The dynamic height is computed by dividing the NAVD 88
 DP4209.geopotential number by the normal gravity value computed on the
 DP4209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4209.degrees latitude (g = 980.6199 gals.).
 DP4209
 DP4209.The modeled gravity was interpolated from observed gravity values.
 DP4209
 DP4209;                    North         East    Units  Estimated Accuracy
 DP4209;SPC FL W     -   360,118.      240,626.      MT  (+/- 10 meters HH2 GPS)
 DP4209
 DP4209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4191251197(NAD 83)
 DP4209
 DP4209                          SUPERSEDED SURVEY CONTROL
 DP4209
 DP4209.No superseded survey control is available for this station.
 DP4209
 DP4209_MARKER: DD = SURVEY DISK
 DP4209_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4209_STAMPING: 23954 B 2013
 DP4209_MARK LOGO: SWFWMD
 DP4209_PROJECTION: RECESSED 5 CENTIMETERS
 DP4209_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4209+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2013
 DP4209_ROD/PIPE-DEPTH: 19.5 meters
 DP4209
 DP4209  HISTORY     - Date     Condition        Report By
 DP4209  HISTORY     - 20130720 MONUMENTED       FLDEP
 DP4209
 DP4209                          STATION DESCRIPTION
 DP4209
 DP4209'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4209'THE MARK IS ABOUT 9.3 MI (15.0 KM) EAST-NORTHEAST OF GRIFFINS CORNER,
 DP4209'5.8 MI (9.3 KM) SOUTH-SOUTHEAST OF BEREAH, 5.1 MI (8.2 KM) WEST OF
 DP4209'AVON PARK, IN SECTION 26, TOWNSHIP 33 SOUTH, RANGE 27 EAST.  NOTE THE
 DP4209'KEY CAN BE OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT.
 DP4209'
 DP4209'TO REACH THE MARK FROM THE INTERSECTION U.S. HIGHWAY 27 AND STATE ROAD
 DP4209'64 IN AVON PARK, GO WEST ON STATE ROAD 64 FOR 4.6 MI (7.4 KM) TO THE
 DP4209'JUNCTION OF JERSEY LANE ON THE LEFT.  TURN LEFT ON JERSEY LANE AND GO
 DP4209'SOUTH FOR 0.4 MI (0.6 KM) TO A DIM DIRT ROAD ON THE RIGHT.  TURN RIGHT
 DP4209'ON THE DIM DIRT ROAD AND GO WEST FOR ABOUT 65.0 FT (19.8 M) TO A GATE,
 DP4209'PASSING THROUGH THE GATE.  CONTINUE WEST FOR ABOUT 80.0 FT (24.4 M) TO
 DP4209'A CHAIN LINK FENCE COMPOUND AND THE MARK, AN ALUMINUM ROD DRIVEN TO
 DP4209'REFUSAL AT A DEPTH OF 64.0 FT (19.5 M) WITH AN ALUMINUM DISK ENCASED
 DP4209'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DP4209'THE GROUND.
 DP4209'
 DP4209'LOCATED 76.5 FT (23.3 M) NORTHWEST OF SURVEY MARK 23954 A, 1.5 FT (0.5
 DP4209'M) SOUTHEAST OF THE NORTHWEST CORNER OF THE CHAIN LINK FENCE AND 1.0
 DP4209'FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 DP4209'
 DP4209'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4209'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2735 ***********************************************************************
 DP2735  DESIGNATION -  23974 A
 DP2735  PID         -  DP2735
 DP2735  STATE/COUNTY-  FL/HARDEE
 DP2735  COUNTRY     -  US
 DP2735  USGS QUAD   -  ZOLFO SPRINGS (2018)
 DP2735
 DP2735                         *CURRENT SURVEY CONTROL
 DP2735  ______________________________________________________________________
 DP2735* NAD 83(1986) POSITION- 27 27 33.5    (N) 081 47 47.8    (W)   HD_HELD2
 DP2735* NAVD 88 ORTHO HEIGHT -    20.168 (meters)       66.17  (feet) ADJUSTED
 DP2735  ______________________________________________________________________
 DP2735  GEOID HEIGHT    -        -25.034 (meters)                     GEOID18
 DP2735  DYNAMIC HEIGHT  -         20.137 (meters)       66.07  (feet) COMP
 DP2735  MODELED GRAVITY -    979,141.6   (mgal)                       NAVD 88
 DP2735
 DP2735  VERT ORDER      -  FIRST     CLASS II
 DP2735
 DP2735.The horizontal coordinates were established by autonomous hand held GPS
 DP2735.observations and have an estimated accuracy of +/- 10 meters.
 DP2735
 DP2735.The orthometric height was determined by differential leveling and
 DP2735.adjusted by the NATIONAL GEODETIC SURVEY
 DP2735.in January 2015.
 DP2735
 DP2735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2735.GEOID18 height accuracy estimate available here.
 DP2735
 DP2735.Click photographs - Photos may exist for this station.
 DP2735
 DP2735.The dynamic height is computed by dividing the NAVD 88
 DP2735.geopotential number by the normal gravity value computed on the
 DP2735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2735.degrees latitude (g = 980.6199 gals.).
 DP2735
 DP2735.The modeled gravity was interpolated from observed gravity values.
 DP2735
 DP2735;                    North         East    Units  Estimated Accuracy
 DP2735;SPC FL W     -   346,312.      220,104.      MT  (+/- 10 meters HH2 GPS)
 DP2735
 DP2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2128637561(NAD 83)
 DP2735
 DP2735                          SUPERSEDED SURVEY CONTROL
 DP2735
 DP2735.No superseded survey control is available for this station.
 DP2735
 DP2735_MARKER: DD = SURVEY DISK
 DP2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2735_STAMPING: 23974 A 2010
 DP2735_MARK LOGO: SWFWMD
 DP2735_PROJECTION: RECESSED 3 CENTIMETERS
 DP2735_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2735+STABILITY: SURFACE MOTION
 DP2735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2735+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2013
 DP2735
 DP2735  HISTORY     - Date     Condition        Report By
 DP2735  HISTORY     - 20100810 MONUMENTED       SWFWMD
 DP2735  HISTORY     - 20130730 GOOD             FLDEP
 DP2735
 DP2735                          STATION DESCRIPTION
 DP2735
 DP2735'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2735'THE MARK IS ABOUT 6.7 MI (10.8 KM) WEST-NORTHWEST OF SWEETWATER, 6.1
 DP2735'MI (9.8 KM) SOUTH OF WAUCHULA, 2.3 MI (3.7 KM) SOUTH OF ZOLFO SPRINGS,
 DP2735'IN SECTION 3, TOWNSHIP 35 SOUTH, RANGE 25 EAST.
 DP2735'
 DP2735'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64 AND U.S.
 DP2735'HIGHWAY 17 IN ZOLFO SPRINGS, GO SOUTH ON U.S. HIGHWAY 17 FOR 3.2 MI
 DP2735'(5.1 KM) TO THE JUNCTION OF MOFFITT ROAD ON THE LEFT.  TURN LEFT ON
 DP2735'MOFFITT ROAD AND GO EAST FOR ABOUT 175.0 FT (53.3 M) TO THE JUNCTION
 DP2735'OF A DIRT FARM ROAD ON THE LEFT.  TURN LEFT ON THE DIRT FARM ROAD AND
 DP2735'GO NORTH FOR 0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP
 DP2735'OF A ROUND CONCRETE MONUMENT, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL
 DP2735'OF THE GROUND AND 2.0 FT (0.6 M) ABOVE THE LEVEL OF U.S. HIGHWAY 17.
 DP2735'
 DP2735'LOCATED 148.2 FT (45.2 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DP2735'OF U.S. HIGHWAY 17 NORTHBOUND LANES, 28.4 FT (8.7 M) SOUTH OF THE BARB
 DP2735'WIRE FENCE, 14.8 FT (4.5 M) NORTH OF SURVEY MARK 23974 B, 12.4 FT (3.8
 DP2735'M) WEST OF THE EASTERN MOST WATER MONITORING WELL AND 0.5 FT (15 CM)
 DP2735'EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2734 ***********************************************************************
 DP2734  DESIGNATION -  23974 B
 DP2734  PID         -  DP2734
 DP2734  STATE/COUNTY-  FL/HARDEE
 DP2734  COUNTRY     -  US
 DP2734  USGS QUAD   -  ZOLFO SPRINGS (2018)
 DP2734
 DP2734                         *CURRENT SURVEY CONTROL
 DP2734  ______________________________________________________________________
 DP2734* NAD 83(1986) POSITION- 27 27 33.6    (N) 081 47 47.9    (W)   HD_HELD2
 DP2734* NAVD 88 ORTHO HEIGHT -    20.065 (meters)       65.83  (feet) ADJUSTED
 DP2734  ______________________________________________________________________
 DP2734  GEOID HEIGHT    -        -25.034 (meters)                     GEOID18
 DP2734  DYNAMIC HEIGHT  -         20.035 (meters)       65.73  (feet) COMP
 DP2734  MODELED GRAVITY -    979,141.6   (mgal)                       NAVD 88
 DP2734
 DP2734  VERT ORDER      -  FIRST     CLASS II
 DP2734
 DP2734.The horizontal coordinates were established by autonomous hand held GPS
 DP2734.observations and have an estimated accuracy of +/- 10 meters.
 DP2734
 DP2734.The orthometric height was determined by differential leveling and
 DP2734.adjusted by the NATIONAL GEODETIC SURVEY
 DP2734.in January 2015.
 DP2734
 DP2734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2734.GEOID18 height accuracy estimate available here.
 DP2734
 DP2734.Click photographs - Photos may exist for this station.
 DP2734
 DP2734.The dynamic height is computed by dividing the NAVD 88
 DP2734.geopotential number by the normal gravity value computed on the
 DP2734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2734.degrees latitude (g = 980.6199 gals.).
 DP2734
 DP2734.The modeled gravity was interpolated from observed gravity values.
 DP2734
 DP2734;                    North         East    Units  Estimated Accuracy
 DP2734;SPC FL W     -   346,315.      220,101.      MT  (+/- 10 meters HH2 GPS)
 DP2734
 DP2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2128337564(NAD 83)
 DP2734
 DP2734                          SUPERSEDED SURVEY CONTROL
 DP2734
 DP2734.No superseded survey control is available for this station.
 DP2734
 DP2734_MARKER: DD = SURVEY DISK
 DP2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2734_STAMPING: 23974 B 2010
 DP2734_MARK LOGO: SWFWMD
 DP2734_PROJECTION: RECESSED 3 CENTIMETERS
 DP2734_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2734+STABILITY: SURFACE MOTION
 DP2734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2734+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2013
 DP2734
 DP2734  HISTORY     - Date     Condition        Report By
 DP2734  HISTORY     - 20100810 MONUMENTED       SWFWMD
 DP2734  HISTORY     - 20130730 GOOD             FLDEP
 DP2734
 DP2734                          STATION DESCRIPTION
 DP2734
 DP2734'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2734'THE MARK IS ABOUT 6.7 MI (10.8 KM) WEST-NORTHWEST OF SWEETWATER, 6.1
 DP2734'MI (9.8 KM) SOUTH OF WAUCHULA, 2.3 MI (3.7 KM) SOUTH OF ZOLFO SPRINGS,
 DP2734'IN SECTION 3, TOWNSHIP 35 SOUTH, RANGE 25 EAST.
 DP2734'
 DP2734'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64 AND U.S.
 DP2734'HIGHWAY 17 IN ZOLFO SPRINGS, GO SOUTH ON U.S. HIGHWAY 17 FOR 3.2 MI
 DP2734'(5.1 KM) TO THE JUNCTION OF MOFFITT ROAD ON THE LEFT.  TURN LEFT ON
 DP2734'MOFFITT ROAD AND GO EAST FOR ABOUT 175.0 FT (53.3 M) TO THE JUNCTION
 DP2734'OF A DIRT FARM ROAD ON THE LEFT.  TURN LEFT ON THE DIRT FARM ROAD AND
 DP2734'GO NORTH FOR 0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP
 DP2734'OF A ROUND CONCRETE MONUMENT, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL
 DP2734'OF THE GROUND AND 2.0 FT (0.6 M) ABOVE THE LEVEL OF U.S. HIGHWAY 17.
 DP2734'
 DP2734'LOCATED 153.2 FT (46.7 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DP2734'OF U.S. HIGHWAY 17 NORTHBOUND LANES, 42.2 FT (12.9 M) SOUTH OF THE
 DP2734'BARB WIRE FENCE, 15.2 FT (4.6 M) WEST-SOUTHWEST OF THE EASTERN MOST
 DP2734'WATER MONITORING WELL, 14.8 FT (4.5 M) SOUTH OF SURVEY MARK 23974 A
 DP2734'AND 0.7 FT (21 CM) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5103 ***********************************************************************
 DM5103  DESIGNATION -  23D
 DM5103  PID         -  DM5103
 DM5103  STATE/COUNTY-  FL/SARASOTA
 DM5103  COUNTRY     -  US
 DM5103  USGS QUAD   -  BRADENTON (2018)
 DM5103
 DM5103                         *CURRENT SURVEY CONTROL
 DM5103  ______________________________________________________________________
 DM5103* NAD 83(1986) POSITION- 27 22 53.8    (N) 082 31 49.4    (W)   HD_HELD2
 DM5103* NAVD 88 ORTHO HEIGHT -     7.007 (meters)       22.99  (feet) ADJUSTED
 DM5103  ______________________________________________________________________
 DM5103  GEOID HEIGHT    -        -24.431 (meters)                     GEOID18
 DM5103  DYNAMIC HEIGHT  -          6.997 (meters)       22.96  (feet) COMP
 DM5103  MODELED GRAVITY -    979,131.8   (mgal)                       NAVD 88
 DM5103
 DM5103  VERT ORDER      -  FIRST     CLASS II
 DM5103
 DM5103.The horizontal coordinates were established by autonomous hand held GPS
 DM5103.observations and have an estimated accuracy of +/- 10 meters.
 DM5103
 DM5103.The orthometric height was determined by differential leveling and
 DM5103.adjusted by the NATIONAL GEODETIC SURVEY
 DM5103.in March 2011.
 DM5103
 DM5103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5103.GEOID18 height accuracy estimate available here.
 DM5103
 DM5103.Click photographs - Photos may exist for this station.
 DM5103
 DM5103.The dynamic height is computed by dividing the NAVD 88
 DM5103.geopotential number by the normal gravity value computed on the
 DM5103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5103.degrees latitude (g = 980.6199 gals.).
 DM5103
 DM5103.The modeled gravity was interpolated from observed gravity values.
 DM5103
 DM5103;                    North         East    Units  Estimated Accuracy
 DM5103;SPC FL W     -   337,798.      147,538.      MT  (+/- 10 meters HH2 GPS)
 DM5103
 DM5103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4866729632(NAD 83)
 DM5103
 DM5103                          SUPERSEDED SURVEY CONTROL
 DM5103
 DM5103.No superseded survey control is available for this station.
 DM5103
 DM5103_MARKER: DB = BENCH MARK DISK
 DM5103_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM5103_SP_SET: MEDIAN
 DM5103_STAMPING: 23D
 DM5103_MARK LOGO: FL-115
 DM5103_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5103+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2009
 DM5103
 DM5103  HISTORY     - Date     Condition        Report By
 DM5103  HISTORY     - UNK      MONUMENTED       FL-115
 DM5103  HISTORY     - 20090419 GOOD             FLDEP
 DM5103
 DM5103                          STATION DESCRIPTION
 DM5103
 DM5103'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM5103'THE MARK IS ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHEAST OF BRADENTON, 7.4
 DM5103'MI (11.9 KM) NORTH-NORTHWEST OF BEE RIDGE, 3.1 MI (5.0 KM) NORTH OF
 DM5103'SARASOTA, IN SECTION 5, TOWNSHIP 36 SOUTH, RANGE 18 EAST.
 DM5103'
 DM5103'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DM5103'AND UNIVERSITY PARKWAY (COUNTY ROAD 750) ABOUT 6.2 MI (10.0 KM)
 DM5103'NORTHEAST OF SARASOTA, GO EAST ON UNIVERSITY PARKWAY (COUNTY ROAD 750)
 DM5103'FOR 5.1 MI (8.2 KM) TO THE INTERSECTION OF U.S. HIGHWAY 301
 DM5103'(WASHINGTON BOULEVARD).  TURN LEFT ON U.S. HIGHWAY 301 (WASHINGTON
 DM5103'BOULEVARD) AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DM5103'DESOTO ROAD.  TURN LEFT ON DESOTO ROAD AND GO EAST FOR ABOUT 126.0 FT
 DM5103'(38.4 M) CROSSING A RAIL LINE TO THE MARK ON THE LEFT, SET FLUSH IN
 DM5103'THE TOP OF THE CENTER CONCRETE MEDIAN AND ABOUT 0.4 FT (12 CM) ABOVE
 DM5103'THE LEVEL OF DESOTO ROAD.
 DM5103'
 DM5103'LOCATED 126.0 FT (38.4 M) EAST OF THE APPROXIMATE CENTERLINE OF U.S.
 DM5103'HIGHWAY 301 (WASHINGTON BOULEVARD) NORTHBOUND LANES, 74.0 FT (22.6 M)
 DM5103'WEST OF THE APPROXIMATE CENTERLINE OF MIDDLE AVENUE, 14.0 FT (4.3 M)
 DM5103'NORTH OF THE APPROXIMATE CENTERLINE OF DESOTO ROAD EASTBOUND LANES,
 DM5103'20.0 FT (6.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF DESOTO ROAD
 DM5103'WESTBOUND LANES AND 9.5 FT (2.9 M) EAST OF THE EASTERNMOST RAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0710 ***********************************************************************
 AS0710  DESIGNATION -  24
 AS0710  PID         -  AS0710
 AS0710  STATE/COUNTY-  FL/FRANKLIN
 AS0710  COUNTRY     -  US
 AS0710  USGS QUAD   -  JACKSON RIVER (2018)
 AS0710
 AS0710                         *CURRENT SURVEY CONTROL
 AS0710  ______________________________________________________________________
 AS0710* NAD 83(1990) POSITION- 29 46 05.54190(N) 085 02 35.97123(W)   ADJUSTED
 AS0710* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 AS0710  ______________________________________________________________________
 AS0710  GEOID HEIGHT    -        -27.183 (meters)                     GEOID18
 AS0710  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 AS0710  HORZ ORDER      -  SECOND
 AS0710
 AS0710.The horizontal coordinates were established by classical geodetic methods
 AS0710.and adjusted by the National Geodetic Survey in May 1991.
 AS0710
 AS0710.The orthometric height was scaled from a topographic map.
 AS0710
 AS0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0710.GEOID18 height accuracy estimate available here.
 AS0710
 AS0710.Click photographs - Photos may exist for this station.
 AS0710
 AS0710.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS0710
 AS0710. The following values were computed from the NAD 83(1990) position.
 AS0710
 AS0710;                    North         East     Units Scale Factor Converg.
 AS0710;SPC FL N     -    85,278.930   547,456.800   MT  0.99997253   -0 16 22.9
 AS0710;SPC FL N     -   279,785.96  1,796,114.52   sFT  0.99997253   -0 16 22.9
 AS0710;UTM  16      - 3,294,705.306   689,172.548   MT  1.00004156   +0 58 18.3
 AS0710
 AS0710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0710!SPC FL N     -   1.00000414  x   0.99997253  =   0.99997667
 AS0710!UTM  16      -   1.00000414  x   1.00004156  =   1.00004570
 AS0710
 AS0710:                Primary Azimuth Mark                     Grid Az
 AS0710:SPC FL N     -  APALACHICOLA                             134 16 04.3
 AS0710:UTM  16      -  APALACHICOLA                             133 01 23.1
 AS0710
 AS0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT8917294705(NAD 83)
 AS0710
 AS0710|---------------------------------------------------------------------|
 AS0710| PID    Reference Object                     Distance      Geod. Az  |
 AS0710|                                                           dddmmss.s |
 AS0710| AS0246 APALACHICOLA                        APPROX. 6.9 KM 1335941.4 |
 AS0710| AS0731 NORTHWEST IRON STACK                APPROX. 4.3 KM 2301331.1 |
 AS0710| CW2620 24 RM 2                              28.777 METERS 26526     |
 AS0710| CW2619 24 RM 1                              32.589 METERS 35049     |
 AS0710|---------------------------------------------------------------------|
 AS0710
 AS0710                          SUPERSEDED SURVEY CONTROL
 AS0710
 AS0710  NAD 83(1986)-  29 46 05.55313(N)    085 02 35.98526(W) AD(       ) 2
 AS0710  NAD 27      -  29 46 04.79300(N)    085 02 36.30400(W) AD(       ) 2
 AS0710
 AS0710.Superseded values are not recommended for survey control.
 AS0710
 AS0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0710.See file dsdata.pdf to determine how the superseded data were derived.
 AS0710
 AS0710_MARKER: G = GLASS BOTTLE
 AS0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0710
 AS0710  HISTORY     - Date     Condition        Report By
 AS0710  HISTORY     - 1935     MONUMENTED       USACE
 AS0710  HISTORY     - 1935     GOOD             CGS
 AS0710  HISTORY     - 1945     GOOD             CGS
 AS0710
 AS0710                          STATION DESCRIPTION
 AS0710
 AS0710'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1935 (CAE)
 AS0710'IN A SMALL CLEARING ON S SHORE OF APALACHICOLA RIVER ABOUT 1/2
 AS0710'MILE W OF THE RAILROAD BRIDGE AND 19 METERS S OF HIGH-WATER LINE
 AS0710'AND LINE OF PILING OF OLD DOCK.  U.S.E. 11 IS 74.4 METERS
 AS0710'N 18 DEG 11 MIN 08 SEC W FROM THIS STATION.
 AS0710'
 AS0710'STATION MARK IS A 1-INCH BOTTLE NECK SET IN A 6- BY 6-INCH
 AS0710'CONCRETE MONUMENT EXTENDING 1 FOOT ABOVE SURFACE OF GROUND.
 AS0710
 AS0710                          STATION RECOVERY (1935)
 AS0710
 AS0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 AS0710'THE STATION IS ON THE W SIDE OF THE APALACHICOLA RIVER AT A
 AS0710'POINT 4 MILES N OF APALACHICOLA AND ABOUT 0.7 MILE N OF
 AS0710'RAILROAD BRIDGE.  A HOUSE OCCUPIED BY A FAMILY BY THE NAME OF
 AS0710'MC GOWAN IS ON THE RIVER BANK AT A POINT 0.4 MILE SE OF THE
 AS0710'STATION.  IT IS 22.91 METERS W OF THE RIVER BANK AND IS
 AS0710'MARKED BY A 6-INCH SQUARE CONCRETE MONUMENT PROJECTING 8 INCHES
 AS0710'ABOVE GROUND.
 AS0710'
 AS0710'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE IN
 AS0710'THE TOP OF A TILE.
 AS0710'
 AS0710'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN 6-INCH TILE
 AS0710'PROJECTING 4 INCHES ABOVE GROUND, AND IS 32.589 METERS N OF THE
 AS0710'STATION, AND 1.44 METERS W OF THE RIVER BANK.  REFERENCE MARK
 AS0710'NO. 2 IS A STANDARD DISK SET IN 6-INCH TILE PROJECTING 4
 AS0710'INCHES ABOVE GROUND, AND IS 28.777 METERS W OF THE STATION.
 AS0710'
 AS0710'STATION U.S.E. 23 MARKED SIMILAR TO U.S.E. 24 AND LOCATED 12
 AS0710'METERS S OF THE SE CORNER OF THE MC GOWAN HOUSE AND 10 METERS W
 AS0710'OF THE RIVER BANK, WAS USED AS AN AZIMUTH MARK.
 AS0710'
 AS0710'TO REACH THIS STATION BY AUTOMOBILE, PROCEED E ON THE SHELL
 AS0710'ROAD S OF THE APALACHICOLA SCHOOLHOUSE 02.9 MILES TO RAILROAD
 AS0710'TRACK, CROSS TRACKS AT THIS POINT AND CONTINUE ON SAME ROAD FOR
 AS0710'A DISTANCE OF 1.0 MILE WHERE ROAD CROSSES RAILROAD AGAIN,
 AS0710'CONTINUE ON THIS ROAD FOR 0.3 MILE, AT THIS POINT ROAD FORKS,
 AS0710'THE RIGHT FORK LEADING TO THE MC GOWAN HOUSE, TAKE THE LEFT
 AS0710'FORK, WHICH IS A FAINT WOOD ROAD AND KEEP TO RIGHT AT NEXT TWO
 AS0710'FORKS, STOP AT A TRIANGLE BLAZE, WHICH IS 1.0 MILE FROM THE
 AS0710'POINT WHERE ROAD CROSSES THE RAILROAD THE SECOND TIME.
 AS0710
 AS0710                          STATION RECOVERY (1945)
 AS0710
 AS0710'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (ELJ)
 AS0710'STATION RECOVERED FOR TOPOGRAPHIC PURPOSES.  THE BASE OF THE
 AS0710'MONUMENT IS IN FAIR CONDITION.  THE TOP, INCLUDING THE BOTTLE,
 AS0710'WAS BROKEN OFF AND FOUND NEAR THE MONUMENT.  THE REFERENCE MARKS
 AS0710'WERE RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI7643 ***********************************************************************
 DI7643  DESIGNATION -  24
 DI7643  PID         -  DI7643
 DI7643  STATE/COUNTY-  FL/SARASOTA
 DI7643  COUNTRY     -  US
 DI7643  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DI7643
 DI7643                         *CURRENT SURVEY CONTROL
 DI7643  ______________________________________________________________________
 DI7643* NAD 83(1986) POSITION- 27 14 16.     (N) 082 18 54.     (W)   SCALED
 DI7643* NAVD 88 ORTHO HEIGHT -     7.156 (meters)       23.48  (feet) ADJUSTED
 DI7643  ______________________________________________________________________
 DI7643  GEOID HEIGHT    -        -24.333 (meters)                     GEOID18
 DI7643  DYNAMIC HEIGHT  -          7.145 (meters)       23.44  (feet) COMP
 DI7643  MODELED GRAVITY -    979,123.2   (mgal)                       NAVD 88
 DI7643
 DI7643  VERT ORDER      -  FIRST     CLASS II
 DI7643
 DI7643.The horizontal coordinates were scaled from a map and have
 DI7643.an estimated accuracy of +/- 6 seconds.
 DI7643
 DI7643.The orthometric height was determined by differential leveling and
 DI7643.adjusted by the NATIONAL GEODETIC SURVEY
 DI7643.in May 2008.
 DI7643
 DI7643.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7643.GEOID18 height accuracy estimate available here.
 DI7643
 DI7643.Click photographs - Photos may exist for this station.
 DI7643
 DI7643.The dynamic height is computed by dividing the NAVD 88
 DI7643.geopotential number by the normal gravity value computed on the
 DI7643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7643.degrees latitude (g = 980.6199 gals.).
 DI7643
 DI7643.The modeled gravity was interpolated from observed gravity values.
 DI7643
 DI7643;                    North         East    Units  Estimated Accuracy
 DI7643;SPC FL W     -   321,790.      168,800.      MT  (+/- 180 meters Scaled)
 DI7643
 DI7643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL698134(NAD 83)
 DI7643
 DI7643                          SUPERSEDED SURVEY CONTROL
 DI7643
 DI7643.No superseded survey control is available for this station.
 DI7643
 DI7643_STAMPING: 24
 DI7643_MARK LOGO: FLSRD
 DI7643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI7643+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 DI7643
 DI7643  HISTORY     - Date     Condition        Report By
 DI7643  HISTORY     - UNK      MONUMENTED       FLSRD
 DI7643  HISTORY     - 20050724 GOOD             FLDEP
 DI7643  HISTORY     - 20140916 MARK NOT FOUND   FLDEP
 DI7643
 DI7643                          STATION DESCRIPTION
 DI7643
 DI7643'DESCRIBED BY FL DEPT OF ENV PRO 2005 (BPJ)
 DI7643'THE MARK IS ABOUT 13.0 MI SOUTHEAST OF SARASOTA, IN SECTION 28,
 DI7643'TOWNSHIP 37 SOUTH, RANGE  20 EAST.
 DI7643'
 DI7643'TO REACH THE MARK FROM THE INTERSTATE 75 OVERPASS AND STATE ROAD 72
 DI7643'ABOUT 5.5 MI  SOUTHEAST OF SARASOTA, GO EAST ON STATE ROAD 72 FOR 8.6
 DI7643'MI TO THE MAIN ENTRANCE ROAD TO  MYAKKA STATE PARK ON THE LEFT,
 DI7643'CONTINUE SOUTHEAST ON STATE ROAD 72 FOR 0.15 MI TO THE  NORTHWEST END
 DI7643'OF THE BRIDGE AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE
 DI7643'BRIDGE ABUTMENT WINGWALL ABOUT 0.7 FT ABOVE THE LEVEL OF STATE ROAD
 DI7643'72.
 DI7643'
 DI7643'LOCATED 15.4 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 DI7643'72, 3.1 FT  SOUTHWEST OF THE METAL GUARDRAIL, 1.4 FT NORTHWEST OF THE
 DI7643'SOUTH END OF THE  NORTHWEST BRIDGE ABUTMENT WINGWALL AND 0.3 FT
 DI7643'SOUTHWEST OF THE CONCRETE GUARDRAIL.
 DI7643'
 DI7643'NOTE THE MONUMENTED DATE IS UNKNOWN BUT THE BRIDGE WAS BUILT IN 1954.
 DI7643
 DI7643                          STATION RECOVERY (2014)
 DI7643
 DI7643'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 DI7643'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN
 DI7643'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI3113 ***********************************************************************
 DI3113  DESIGNATION -  24 3597 90
 DI3113  PID         -  DI3113
 DI3113  STATE/COUNTY-  FL/CITRUS
 DI3113  COUNTRY     -  US
 DI3113  USGS QUAD   -  DUNNELLON (2018)
 DI3113
 DI3113                         *CURRENT SURVEY CONTROL
 DI3113  ______________________________________________________________________
 DI3113* NAD 83(1986) POSITION- 29 00 13.     (N) 082 26 51.     (W)   SCALED
 DI3113* NAVD 88 ORTHO HEIGHT -    33.202 (meters)      108.93  (feet) ADJUSTED
 DI3113  ______________________________________________________________________
 DI3113  GEOID HEIGHT    -        -27.511 (meters)                     GEOID18
 DI3113  DYNAMIC HEIGHT  -         33.155 (meters)      108.78  (feet) COMP
 DI3113  MODELED GRAVITY -    979,227.1   (mgal)                       NAVD 88
 DI3113
 DI3113  VERT ORDER      -  SECOND    CLASS I
 DI3113
 DI3113.The horizontal coordinates were scaled from a map and have
 DI3113.an estimated accuracy of +/- 6 seconds.
 DI3113
 DI3113.The orthometric height was determined by differential leveling and
 DI3113.adjusted by the NATIONAL GEODETIC SURVEY
 DI3113.in September 2007.
 DI3113
 DI3113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3113.GEOID18 height accuracy estimate available here.
 DI3113
 DI3113.Click photographs - Photos may exist for this station.
 DI3113
 DI3113.The dynamic height is computed by dividing the NAVD 88
 DI3113.geopotential number by the normal gravity value computed on the
 DI3113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3113.degrees latitude (g = 980.6199 gals.).
 DI3113
 DI3113.The modeled gravity was interpolated from observed gravity values.
 DI3113
 DI3113;                    North         East    Units  Estimated Accuracy
 DI3113;SPC FL W     -   517,510.      156,400.      MT  (+/- 180 meters Scaled)
 DI3113
 DI3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN590092(NAD 83)
 DI3113
 DI3113                          SUPERSEDED SURVEY CONTROL
 DI3113
 DI3113.No superseded survey control is available for this station.
 DI3113
 DI3113_MARKER: DD = SURVEY DISK
 DI3113_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI3113_STAMPING: 24 3597 90
 DI3113_MARK LOGO: FLDNR
 DI3113_PROJECTION: PROJECTING 3 CENTIMETERS
 DI3113_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3113+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2017
 DI3113
 DI3113  HISTORY     - Date     Condition        Report By
 DI3113  HISTORY     - 1990     MONUMENTED       FLDNR
 DI3113  HISTORY     - 20040329 GOOD             FLDEP
 DI3113  HISTORY     - 20171127 GOOD             SWFWMD
 DI3113
 DI3113                          STATION DESCRIPTION
 DI3113
 DI3113'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI3113'THE MARK IS ABOUT 3.5 MI NORTHWEST OF HOLDER, 3.0 MI SOUTH OF
 DI3113'DUNNELLON, IN SECTION 13,  TOWNSHIP 17 SOUTH, RANGE 18 EAST.
 DI3113'
 DI3113'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 484
 DI3113'(PENNSYLVANIA AVENUE) AND  U.S. HIGHWAY 41 (WILLIAMS STREET, N.
 DI3113'FLORIDA AVENUE) IN DUNNELLON, GO SOUTHWEST ON U.S.  HIGHWAY 41
 DI3113'(WILLIAMS STREET, N. FLORIDA AVENUE) FOR 0.55 MI TO THE JUNCTION OF
 DI3113'COUNTY  ROAD 488 (WEST DUNNELLON ROAD) ON THE RIGHT, CONTINUE
 DI3113'SOUTHEASTERLY ON U.S. HIGHWAY  41 (N. FLORIDA AVENUE) FOR 0.1 MI TO
 DI3113'THE NORTHWEST END OF BRIDGE NUMBER 020025 SPANNING  CSX RAILROAD,
 DI3113'CONTINUE SOUTHEASTERLY ON U.S. HIGHWAY 41 (N. FLORIDA AVENUE) FOR 0.95
 DI3113'MI  TO THE JUNCTION OF COUNTY ROAD 39 ON THE LEFT, CONTINUE SOUTH ON
 DI3113'U.S. HIGHWAY 41 (N.  FLORIDA AVENUE) FOR 2.0 MI TO THE MARK ON THE
 DI3113'RIGHT, SET IN THE TOP OF A PREFABRICATED  CONCRETE POST PROJECTING 0.1
 DI3113'FT ABOVE THE LEVEL OF THE GROUND AND ABOVE THE LEVEL OF  U.S. HIGHWAY
 DI3113'41.
 DI3113'
 DI3113'LOCATED 67.5 FT WEST OF THE CENTERLINE OF U.S. HIGHWAY 41, 47.7 FT
 DI3113'EAST OF THE APPROXIMATE  CENTERLINE OF FLORIDA HIKING TRAIL AND 1.0 FT
 DI3113'EAST OF A 0.2 FT METAL POST AND A CARSONITE  WITNESS POST.
 DI3113'
 DI3113'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI3113'MONUMENT.
 DI3113'
 DI3113'NOTE STAMPING--DESIGNATION IS 24, (PLS IS PRECAST) 3597 WAS STAMPED,
 DI3113'ESTABLISH DATE (19 IS  PRECAST) 90 WAS STAMPED SEE PHOTO.
 DI3113
 DI3113                          STATION RECOVERY (2017)
 DI3113
 DI3113'RECOVERY NOTE BY SW FL WTR MGMT DIST 2017 (WKH)
 DI3113'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7241 ***********************************************************************
 AK7241  DESIGNATION -  24 50 TURNS CCW OPEN
 AK7241  PID         -  AK7241
 AK7241  STATE/COUNTY-  FL/ORANGE
 AK7241  COUNTRY     -  US
 AK7241  USGS QUAD   -  OVIEDO SW (2018)
 AK7241
 AK7241                         *CURRENT SURVEY CONTROL
 AK7241  ______________________________________________________________________
 AK7241* NAD 83(1986) POSITION- 28 30 45.     (N) 081 10 46.     (W)   SCALED
 AK7241* NAVD 88 ORTHO HEIGHT -    22.116 (meters)       72.56  (feet) ADJUSTED
 AK7241  ______________________________________________________________________
 AK7241  GEOID HEIGHT    -        -27.982 (meters)                     GEOID18
 AK7241  DYNAMIC HEIGHT  -         22.084 (meters)       72.45  (feet) COMP
 AK7241  MODELED GRAVITY -    979,196.3   (mgal)                       NAVD 88
 AK7241
 AK7241  VERT ORDER      -  SECOND    CLASS I
 AK7241
 AK7241.The horizontal coordinates were scaled from a map and have
 AK7241.an estimated accuracy of +/- 6 seconds.
 AK7241
 AK7241.The orthometric height was determined by differential leveling and
 AK7241.adjusted by the NATIONAL GEODETIC SURVEY
 AK7241.in December 1995.
 AK7241
 AK7241.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7241.GEOID18 height accuracy estimate available here.
 AK7241
 AK7241.Click photographs - Photos may exist for this station.
 AK7241
 AK7241.The dynamic height is computed by dividing the NAVD 88
 AK7241.geopotential number by the normal gravity value computed on the
 AK7241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7241.degrees latitude (g = 980.6199 gals.).
 AK7241
 AK7241.The modeled gravity was interpolated from observed gravity values.
 AK7241
 AK7241;                    North         East    Units  Estimated Accuracy
 AK7241;SPC FL E     -   463,020.      182,440.      MT  (+/- 180 meters Scaled)
 AK7241
 AK7241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM824539(NAD 83)
 AK7241
 AK7241                          SUPERSEDED SURVEY CONTROL
 AK7241
 AK7241.No superseded survey control is available for this station.
 AK7241
 AK7241_MARKER: DD = SURVEY DISK
 AK7241_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK7241+WITH SETTING: PAVEMENT
 AK7241_SP_SET: CONCRETE PAD
 AK7241_MARK LOGO: NONE
 AK7241_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7241+STABILITY: SURFACE MOTION
 AK7241
 AK7241  HISTORY     - Date     Condition        Report By
 AK7241  HISTORY     - 1988     MONUMENTED       LOCENG
 AK7241  HISTORY     - 19901219 GOOD             FL-095
 AK7241
 AK7241                          STATION DESCRIPTION
 AK7241
 AK7241'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7241'2-INCH BRASS DISC ON SOUTHERNMOST CORNER OF 1.5-FT BY 1.5-FT CONCRETE
 AK7241'PAD WITH WTR. VAL. STAMPED 24 50 TURNS CCW OPEN 1988.  ABOUT 21 FT
 AK7241'(6.4 M) NORTHEAST OF CENTER LINE OF ALAFAYA TRAIL, ABOUT 29 FT
 AK7241'(8.8 M) SOUTHWEST OF 4-FT BARBED WIRE FENCE, AND ABOUT 250 FT
 AK7241'(76.2 M) WEST OF P.C.  T23S, R31E, SECTION 2.  (DESCRIPTION
 AK7241'SOURCE--THE ORANGE COUNTY ENGINEERING DEPARTMENT.)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8216 ***********************************************************************
 AD8216  DESIGNATION -  24 BRP
 AD8216  PID         -  AD8216
 AD8216  STATE/COUNTY-  FL/PALM BEACH
 AD8216  COUNTRY     -  US
 AD8216  USGS QUAD   -  SIXMILE BEND (2018)
 AD8216
 AD8216                         *CURRENT SURVEY CONTROL
 AD8216  ______________________________________________________________________
 AD8216* NAD 83(1986) POSITION- 26 39 22.6    (N) 080 33 57.6    (W)   HD_HELD2
 AD8216* NAVD 88 ORTHO HEIGHT -     5.055 (meters)       16.58  (feet) ADJUSTED
 AD8216  ______________________________________________________________________
 AD8216  GEOID HEIGHT    -        -25.174 (meters)                     GEOID18
 AD8216  DYNAMIC HEIGHT  -          5.047 (meters)       16.56  (feet) COMP
 AD8216  MODELED GRAVITY -    979,105.7   (mgal)                       NAVD 88
 AD8216
 AD8216  VERT ORDER      -  FIRST     CLASS II
 AD8216
 AD8216.The horizontal coordinates were established by autonomous hand held GPS
 AD8216.observations and have an estimated accuracy of +/- 10 meters.
 AD8216
 AD8216.The orthometric height was determined by differential leveling and
 AD8216.adjusted by the NATIONAL GEODETIC SURVEY
 AD8216.in September 1992.
 AD8216
 AD8216.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8216.GEOID18 height accuracy estimate available here.
 AD8216
 AD8216.Click photographs - Photos may exist for this station.
 AD8216
 AD8216.The dynamic height is computed by dividing the NAVD 88
 AD8216.geopotential number by the normal gravity value computed on the
 AD8216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8216.degrees latitude (g = 980.6199 gals.).
 AD8216
 AD8216.The modeled gravity was interpolated from observed gravity values.
 AD8216
 AD8216;                    North         East    Units  Estimated Accuracy
 AD8216;SPC FL E     -   257,395.      243,205.      MT  (+/- 10 meters HH2 GPS)
 AD8216
 AD8216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK4318948439(NAD 83)
 AD8216
 AD8216                          SUPERSEDED SURVEY CONTROL
 AD8216
 AD8216  NGVD 29 (09/01/92)    5.496  (m)           18.03   (f) ADJUSTED    1 2
 AD8216
 AD8216.Superseded values are not recommended for survey control.
 AD8216
 AD8216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8216.See file dsdata.pdf to determine how the superseded data were derived.
 AD8216
 AD8216_MARKER: DE = TRAVERSE STATION DISK
 AD8216_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8216_SP_SET: CULVERT HEADWALL
 AD8216_STAMPING: 24 BRP 1969
 AD8216_MARK LOGO: USGS
 AD8216_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8216+STABILITY: SURFACE MOTION
 AD8216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8216+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2025
 AD8216
 AD8216  HISTORY     - Date     Condition        Report By
 AD8216  HISTORY     - 1969     MONUMENTED       USGS
 AD8216  HISTORY     - 19920317 GOOD             NGS
 AD8216  HISTORY     - 20011101 GOOD             FLDEP
 AD8216  HISTORY     - 20250928 GOOD             GEOCAC
 AD8216
 AD8216                          STATION DESCRIPTION
 AD8216
 AD8216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8216'11.6 KM (7.20 MI) EASTERLY ALONG STATE HIGHWAY 880 FROM THE JUNCTION
 AD8216'OF STATE HIGHWAY 80 IN BELLE GLADE, IN TOP OF AND 1.4 M (4.6 FT)
 AD8216'SOUTHWEST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEADWALL OF
 AD8216'A BOX CULVERT, 9.9 M (32.5 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AD8216'HIGHWAY, AND 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AD8216
 AD8216                          STATION RECOVERY (2001)
 AD8216
 AD8216'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AD8216'THE MARK IS ABOUT 11.0 MI SOUTHEAST OF BELLE GLADE, ON STATE ROAD 880,
 AD8216'IN ESTIMATED
 AD8216'SECTION 8, TOWNSHIP 44 SOUTH, RANGE 38 EAST.
 AD8216'
 AD8216'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 80 (SOUTH MAIN
 AD8216'STREET) AND STATE HIGHWAY 880 (MARTIN LUTHER KING JR BOULEVARD,
 AD8216'SOUTHEAST AVENUE E) IN BELLE GLADE, GO EASTERLY ON STATE ROAD 880
 AD8216'(MARTIN LUTHER KING JR BOULEVARD, SOUTHEAST AVENUE E) FOR 0.5 MI TO A
 AD8216'SIGNAL LIGHT AT A Y-JUNCTION, BEAR RIGHT AND GO SOUTHEAST ON STATE
 AD8216'ROAD 880 (STATE ROAD 80) FOR 5.5 TO THE NORTHWEST END OF THE BRIDGE
 AD8216'SPANNING HILLSBORO CANAL (AT SIXMILE BEND), CONTINUE NORTHEAST ON
 AD8216'STATE ROAD 880 (STATE ROAD 80) FOR 1.3 MI TO THE MARK ON THE RIGHT,
 AD8216'SET FLUSH IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 AD8216'HEADWALL OF A BOX CULVERT ABOUT 2.0 FT BELOW THE LEVEL OF THE STATE
 AD8216'ROAD 880.
 AD8216'
 AD8216'LOCATED 32.5 FT SOUTHEAST OF THE CENTERLINE OF STATE ROAD 880, 12.0 FT
 AD8216'SOUTHWEST OF A METAL GUARDRAIL, 5.0 FT NORTHEAST OF THE SOUTHWEST END
 AD8216'OF THE HEADWALL AND 4.6 FT SOUTHWEST OF THE NORTHEAST END OF THE
 AD8216'HEADWALL.
 AD8216'
 AD8216
 AD8216                          STATION RECOVERY (2025)
 AD8216
 AD8216'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD8216'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI6981 ***********************************************************************
 AI6981  DESIGNATION -  24 CMP
 AI6981  PID         -  AI6981
 AI6981  STATE/COUNTY-  FL/PUTNAM
 AI6981  COUNTRY     -  US
 AI6981  USGS QUAD   -  CRESCENT CITY (2018)
 AI6981
 AI6981                         *CURRENT SURVEY CONTROL
 AI6981  ______________________________________________________________________
 AI6981* NAD 83(1986) POSITION- 29 25 58.     (N) 081 36 07.     (W)   SCALED
 AI6981* NAVD 88 ORTHO HEIGHT -    12.552 (meters)       41.18  (feet) ADJUSTED
 AI6981  ______________________________________________________________________
 AI6981  GEOID HEIGHT    -        -28.437 (meters)                     GEOID18
 AI6981  DYNAMIC HEIGHT  -         12.535 (meters)       41.13  (feet) COMP
 AI6981  MODELED GRAVITY -    979,271.6   (mgal)                       NAVD 88
 AI6981
 AI6981  VERT ORDER      -  SECOND    CLASS I
 AI6981
 AI6981.The horizontal coordinates were scaled from a map and have
 AI6981.an estimated accuracy of +/- 6 seconds.
 AI6981
 AI6981.The orthometric height was determined by differential leveling and
 AI6981.adjusted by the NATIONAL GEODETIC SURVEY
 AI6981.in April 2001.
 AI6981
 AI6981.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6981.GEOID18 height accuracy estimate available here.
 AI6981
 AI6981.Click photographs - Photos may exist for this station.
 AI6981
 AI6981.The dynamic height is computed by dividing the NAVD 88
 AI6981.geopotential number by the normal gravity value computed on the
 AI6981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6981.degrees latitude (g = 980.6199 gals.).
 AI6981
 AI6981.The modeled gravity was interpolated from observed gravity values.
 AI6981
 AI6981;                    North         East    Units  Estimated Accuracy
 AI6981;SPC FL E     -   565,150.      141,600.      MT  (+/- 180 meters Scaled)
 AI6981
 AI6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN416560(NAD 83)
 AI6981
 AI6981                          SUPERSEDED SURVEY CONTROL
 AI6981
 AI6981.No superseded survey control is available for this station.
 AI6981
 AI6981_MARKER: DB = BENCH MARK DISK
 AI6981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6981_STAMPING: 24 CMP 1969
 AI6981_MARK LOGO: USGS
 AI6981_PROJECTION: RECESSED 13 CENTIMETERS
 AI6981_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI6981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6981+STABILITY: SURFACE MOTION
 AI6981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6981+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2002
 AI6981
 AI6981  HISTORY     - Date     Condition        Report By
 AI6981  HISTORY     - 1969     MONUMENTED       USGS
 AI6981  HISTORY     - 19930914 GOOD             FLDEP
 AI6981  HISTORY     - 20020713 GOOD             FLDEP
 AI6981
 AI6981                          STATION DESCRIPTION
 AI6981
 AI6981'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6981'THE STATION IS ABOUT 5.65 MI (9.09 KM) WEST OF CRESCENT CITY, 2.45 MI
 AI6981'(3.94 KM) EAST OF FRUITLAND ALONG COUNTY ROAD 308 IN PUTNAM COUNTY,
 AI6981'SECTION 19, TOWNSHIP 12 SOUTH, RANGE 27 EAST. TO REACH THE STATION
 AI6981'FROM THE T JUNCTION OF COUNTY ROADS C-309 AND C-308 IN FRUITLAND, GO
 AI6981'NORTHEAST ON COUNTY ROAD C-308 FOR 2.45 MI (3.94 KM) TO THE
 AI6981'INTERSECTION OF GEORGETOWN SHORT CUT ROAD A SAND ROAD LEADING SOUTH
 AI6981'AND THE MARK ON THE LEFT. LOCATED 25.0 FT (7.6 M) NORTH OF THE
 AI6981'CENTERLINE OF COUNTY ROAD 308, 0.4 FT (12.2 CM) LOWER THAN THE LEVEL
 AI6981'OF THE ROAD, 2.0 FT (0.6 M) SOUTH OF A CUT OFF POWER POLE.  SET IN TOP
 AI6981'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 AI6981
 AI6981                          STATION RECOVERY (2002)
 AI6981
 AI6981'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AI6981'RECOVERED IN GOOD CONDITION.
 AI6981'
 AI6981'THE MARK IS ABOUT 5.6 MI WEST OF CRESCENT CITY, 2.5 MI EAST OF
 AI6981'FRUITLAND, IN SECTION 19,
 AI6981'TOWNSHIP 12 SOUTH, RANGE 27 EAST.
 AI6981'
 AI6981'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 308 AND U.S.
 AI6981'HIGHWAY 17 IN CRESCENT
 AI6981'CITY, GO WEST ON COUNTY ROAD 308 FOR 3.2 MI TO THE JUNCTION OF
 AI6981'HUNTINGTON SHORTCUT
 AI6981'ROAD ON THE RIGHT, CONTINUE WEST ON COUNTY ROAD 308 FOR 2.65 MI TO THE
 AI6981'INTERSECTION
 AI6981'OF GEORGETOWN SHORT CUT ROAD AND THE MARK ON THE RIGHT, SET IN THE TOP
 AI6981'OF A ROUND
 AI6981'CONCRETE MONUMENT FLUSH WITH THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1029 ***********************************************************************
 AR1029  DESIGNATION -  24 CMP 77
 AR1029  PID         -  AR1029
 AR1029  STATE/COUNTY-  FL/MARION
 AR1029  COUNTRY     -  US
 AR1029  USGS QUAD   -  SHADY (2018)
 AR1029
 AR1029                         *CURRENT SURVEY CONTROL
 AR1029  ______________________________________________________________________
 AR1029* NAD 83(1986) POSITION- 29 07 01.     (N) 082 13 05.     (W)   SCALED
 AR1029* NAVD 88 ORTHO HEIGHT -    23.173 (meters)       76.03  (feet) POSTED
 AR1029  ______________________________________________________________________
 AR1029  GEOID HEIGHT    -        -27.764 (meters)                     GEOID18
 AR1029  DYNAMIC HEIGHT  -         23.14  (meters)       75.9   (feet) COMP
 AR1029  MODELED GRAVITY -    979,232.6   (mgal)                       NAVD 88
 AR1029
 AR1029  VERT ORDER      -  * POSTED, SEE BELOW
 AR1029
 AR1029.The horizontal coordinates were scaled from a map and have
 AR1029.an estimated accuracy of +/- 6 seconds.
 AR1029
 AR1029.The orthometric height was determined by differential leveling
 AR1029.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AR1029
 AR1029.* This is a POSTED BENCH MARK height.
 AR1029
 AR1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1029.GEOID18 height accuracy estimate available here.
 AR1029
 AR1029.Click photographs - Photos may exist for this station.
 AR1029
 AR1029.The dynamic height is computed by dividing the NAVD 88
 AR1029.geopotential number by the normal gravity value computed on the
 AR1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1029.degrees latitude (g = 980.6199 gals.).
 AR1029
 AR1029.The modeled gravity was interpolated from observed gravity values.
 AR1029
 AR1029;                    North         East    Units  Estimated Accuracy
 AR1029;SPC FL W     -   530,010.      178,780.      MT  (+/- 180 meters Scaled)
 AR1029
 AR1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN814215(NAD 83)
 AR1029
 AR1029                          SUPERSEDED SURVEY CONTROL
 AR1029
 AR1029  NGVD 29 (??/??/92)   23.480  (m)           77.03   (f) ADJ UNCH    2 1
 AR1029
 AR1029.Superseded values are not recommended for survey control.
 AR1029
 AR1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1029.See file dsdata.pdf to determine how the superseded data were derived.
 AR1029
 AR1029_MARKER: DD = SURVEY DISK
 AR1029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1029_STAMPING: 24 CMP 1965 77
 AR1029_MARK LOGO: USGS
 AR1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1029+STABILITY: SURFACE MOTION
 AR1029
 AR1029  HISTORY     - Date     Condition        Report By
 AR1029  HISTORY     - 1965     MONUMENTED       USGS
 AR1029  HISTORY     - 1973     GOOD             FLDT
 AR1029  HISTORY     - 20031212 MARK NOT FOUND   FLDEP
 AR1029
 AR1029                          STATION DESCRIPTION
 AR1029
 AR1029'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973
 AR1029'6.6 MI SW FROM OCALA.
 AR1029'FROM THE INTERSECTION OF STATE ROAD 200 AND U.S. ROUTE 301 IN
 AR1029'OCALA, PROCEED SOUTHWEST ALONG STATE ROAD 200 FOR ABOUT 6.55
 AR1029'MILES AND BENCH MARK, WHICH IS SET IN THE TOP OF A SQUARE CONCRETE
 AR1029'MONUMENT 3 INCHES ABOVE GROUND.  IT IS 1.4 FEET NORTHWEST OF A
 AR1029'PAINTED BOARD FENCE, 0.9 FOOT SOUTHEAST OF A METAL WITNESS POST,
 AR1029'10.5 FEET EAST OF POWER POLE 10-377, 66.8 FEET SOUTHEAST OF THE
 AR1029'CENTERLINE OF STATE ROAD 200 AND 34.0 FEET EAST OF THE CENTERLINE
 AR1029'OF A NORTH-SOUTH GRADED ROAD.  SECTION 9, T 16S, R 21E
 AR1029
 AR1029                          STATION RECOVERY (2003)
 AR1029
 AR1029'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR1029'THE MARK WAS NOT FOUND PROBABLY DUE TO THE 6-LANE EXPANSION OF STATE
 AR1029'ROAD 200 AND  WIDENING OF SOUTHWEST 60TH AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0741 ***********************************************************************
 AQ0741  DESIGNATION -  24 JAS
 AQ0741  PID         -  AQ0741
 AQ0741  STATE/COUNTY-  FL/LAKE
 AQ0741  COUNTRY     -  US
 AQ0741  USGS QUAD   -  ASTOR (2018)
 AQ0741
 AQ0741                         *CURRENT SURVEY CONTROL
 AQ0741  ______________________________________________________________________
 AQ0741* NAD 83(1986) POSITION- 29 09 50.     (N) 081 36 24.     (W)   SCALED
 AQ0741* NAVD 88 ORTHO HEIGHT -    13.424 (meters)       44.04  (feet) ADJUSTED
 AQ0741  ______________________________________________________________________
 AQ0741  GEOID HEIGHT    -        -28.310 (meters)                     GEOID18
 AQ0741  DYNAMIC HEIGHT  -         13.405 (meters)       43.98  (feet) COMP
 AQ0741  MODELED GRAVITY -    979,240.4   (mgal)                       NAVD 88
 AQ0741
 AQ0741  VERT ORDER      -  FIRST     CLASS II
 AQ0741
 AQ0741.The horizontal coordinates were scaled from a map and have
 AQ0741.an estimated accuracy of +/- 6 seconds.
 AQ0741
 AQ0741.The orthometric height was determined by differential leveling and
 AQ0741.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0741.in June 1991.
 AQ0741
 AQ0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0741.GEOID18 height accuracy estimate available here.
 AQ0741
 AQ0741.Click photographs - Photos may exist for this station.
 AQ0741
 AQ0741.The dynamic height is computed by dividing the NAVD 88
 AQ0741.geopotential number by the normal gravity value computed on the
 AQ0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0741.degrees latitude (g = 980.6199 gals.).
 AQ0741
 AQ0741.The modeled gravity was interpolated from observed gravity values.
 AQ0741
 AQ0741;                    North         East    Units  Estimated Accuracy
 AQ0741;SPC FL E     -   535,350.      140,980.      MT  (+/- 180 meters Scaled)
 AQ0741
 AQ0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN410262(NAD 83)
 AQ0741
 AQ0741                          SUPERSEDED SURVEY CONTROL
 AQ0741
 AQ0741  NGVD 29 (??/??/92)   13.744  (m)           45.09   (f) ADJ UNCH    1 2
 AQ0741
 AQ0741.Superseded values are not recommended for survey control.
 AQ0741
 AQ0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0741.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0741
 AQ0741_MARKER: DD = SURVEY DISK
 AQ0741_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ0741_SP_SET: CULVERT HEADWALL
 AQ0741_STAMPING: 24 JAS 1966 45
 AQ0741_MARK LOGO: USGS
 AQ0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0741+STABILITY: SURFACE MOTION
 AQ0741
 AQ0741  HISTORY     - Date     Condition        Report By
 AQ0741  HISTORY     - 1966     MONUMENTED       USGS
 AQ0741  HISTORY     - 1968     GOOD             CGS
 AQ0741  HISTORY     - 19910303 GOOD             USPSQD
 AQ0741
 AQ0741                          STATION DESCRIPTION
 AQ0741
 AQ0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0741'5.6 MI W FROM ASTOR.
 AQ0741'ABOUT 5.55 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0741'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, ABOUT 2.3
 AQ0741'MILES EAST OF THE INTERSECTION OF STATE HIGHWAY 19 AND 40, SET
 AQ0741'ON THE TOP OF THE NORTHWEST END OF THE NORTHEAST CONCRETE HEAD
 AQ0741'WALL FOR A 3-FOOT CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 32
 AQ0741'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 2 FEET
 AQ0741'BELOW THE LEVEL OF THE HIGHWAY.
 AQ0741
 AQ0741                          STATION RECOVERY (1991)
 AQ0741
 AQ0741'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0741'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0159 ***********************************************************************
 BE0159  DESIGNATION -  24 JWM USGS
 BE0159  PID         -  BE0159
 BE0159  STATE/COUNTY-  FL/JACKSON
 BE0159  COUNTRY     -  US
 BE0159  USGS QUAD   -  MALONE (2018)
 BE0159
 BE0159                         *CURRENT SURVEY CONTROL
 BE0159  ______________________________________________________________________
 BE0159* NAD 83(1986) POSITION- 30 57 28.     (N) 085 09 43.     (W)   SCALED
 BE0159* NAVD 88 ORTHO HEIGHT -    41.874 (meters)      137.38  (feet) ADJUSTED
 BE0159  ______________________________________________________________________
 BE0159  GEOID HEIGHT    -        -27.975 (meters)                     GEOID18
 BE0159  DYNAMIC HEIGHT  -         41.820 (meters)      137.20  (feet) COMP
 BE0159  MODELED GRAVITY -    979,367.1   (mgal)                       NAVD 88
 BE0159
 BE0159  VERT ORDER      -  SECOND    CLASS 0
 BE0159
 BE0159.The horizontal coordinates were scaled from a map and have
 BE0159.an estimated accuracy of +/- 6 seconds.
 BE0159
 BE0159.The orthometric height was determined by differential leveling and
 BE0159.adjusted by the NATIONAL GEODETIC SURVEY
 BE0159.in June 1991.
 BE0159
 BE0159.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0159.GEOID18 height accuracy estimate available here.
 BE0159
 BE0159.Click photographs - Photos may exist for this station.
 BE0159
 BE0159.The dynamic height is computed by dividing the NAVD 88
 BE0159.geopotential number by the normal gravity value computed on the
 BE0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0159.degrees latitude (g = 980.6199 gals.).
 BE0159
 BE0159.The modeled gravity was interpolated from observed gravity values.
 BE0159
 BE0159;                    North         East    Units  Estimated Accuracy
 BE0159;SPC FL N     -   217,210.      536,750.      MT  (+/- 180 meters Scaled)
 BE0159
 BE0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV755263(NAD 83)
 BE0159
 BE0159                          SUPERSEDED SURVEY CONTROL
 BE0159
 BE0159  NGVD 29 (??/??/92)   41.993  (m)          137.77   (f) ADJ UNCH    2 0
 BE0159
 BE0159.Superseded values are not recommended for survey control.
 BE0159
 BE0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0159.See file dsdata.pdf to determine how the superseded data were derived.
 BE0159
 BE0159_MARKER: DD = SURVEY DISK
 BE0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0159_STAMPING: 24 JWM 1951 138
 BE0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0159+STABILITY: SURFACE MOTION
 BE0159
 BE0159  HISTORY     - Date     Condition        Report By
 BE0159  HISTORY     - 1951     MONUMENTED       USGS
 BE0159  HISTORY     - 1952     GOOD             CGS
 BE0159  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0159
 BE0159                          STATION DESCRIPTION
 BE0159
 BE0159'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0159'AT MALONE.
 BE0159'AT MALONE, AT THE INTERSECTION OF STATE HIGHWAYS 2 AND 71, 54
 BE0159'FEET EAST OF CENTER LINE OF HIGHWAY 71, 367 FEET NORTH OF CENTER
 BE0159'LINE OF HIGHWAY 2, 37 1/2 FEET WEST-SOUTHWEST OF SOUTHWEST
 BE0159'CORNER OF A HOUSE WITH ASBESTOS SIDING, 12 FEET EAST OF A POWER
 BE0159'POLE, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY 71 AND SET IN THE TOP OF
 BE0159'A CONCRETE POST PROJECTING 1 INCH.
 BE0159
 BE0159                          STATION RECOVERY (2001)
 BE0159
 BE0159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0159'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9204 ***********************************************************************
 DI9204  DESIGNATION -  24.37
 DI9204  PID         -  DI9204
 DI9204  STATE/COUNTY-  FL/PALM BEACH
 DI9204  COUNTRY     -  US
 DI9204  USGS QUAD   -  ROOD (2018)
 DI9204
 DI9204                         *CURRENT SURVEY CONTROL
 DI9204  ______________________________________________________________________
 DI9204* NAD 83(1986) POSITION- 26 55 41.1    (N) 080 09 02.6    (W)   HD_HELD2
 DI9204* NAVD 88 ORTHO HEIGHT -     6.942 (meters)       22.78  (feet) ADJUSTED
 DI9204  ______________________________________________________________________
 DI9204  GEOID HEIGHT    -        -27.096 (meters)                     GEOID18
 DI9204  DYNAMIC HEIGHT  -          6.931 (meters)       22.74  (feet) COMP
 DI9204  MODELED GRAVITY -    979,099.3   (mgal)                       NAVD 88
 DI9204
 DI9204  VERT ORDER      -  FIRST     CLASS II
 DI9204
 DI9204.The horizontal coordinates were established by autonomous hand held GPS
 DI9204.observations and have an estimated accuracy of +/- 10 meters.
 DI9204
 DI9204.The orthometric height was determined by differential leveling and
 DI9204.adjusted by the NATIONAL GEODETIC SURVEY
 DI9204.in August 2007.
 DI9204
 DI9204.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9204.GEOID18 height accuracy estimate available here.
 DI9204
 DI9204.Click photographs - Photos may exist for this station.
 DI9204
 DI9204.The dynamic height is computed by dividing the NAVD 88
 DI9204.geopotential number by the normal gravity value computed on the
 DI9204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9204.degrees latitude (g = 980.6199 gals.).
 DI9204
 DI9204.The modeled gravity was interpolated from observed gravity values.
 DI9204
 DI9204;                    North         East    Units  Estimated Accuracy
 DI9204;SPC FL E     -   287,719.      284,345.      MT  (+/- 10 meters HH2 GPS)
 DI9204
 DI9204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8431678752(NAD 83)
 DI9204
 DI9204                          SUPERSEDED SURVEY CONTROL
 DI9204
 DI9204.No superseded survey control is available for this station.
 DI9204
 DI9204_MARKER: DD = SURVEY DISK
 DI9204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DI9204_SP_SET: BRIDGE RAIL
 DI9204_STAMPING: 24.37
 DI9204_MARK LOGO: FLDT
 DI9204_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI9204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI9204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9204+SATELLITE: SATELLITE OBSERVATIONS - November 21, 2025
 DI9204
 DI9204  HISTORY     - Date     Condition        Report By
 DI9204  HISTORY     - 1970     MONUMENTED       FLDT
 DI9204  HISTORY     - 20040301 GOOD             FLDEP
 DI9204  HISTORY     - 20251121 GOOD             GEOCAC
 DI9204
 DI9204                          STATION DESCRIPTION
 DI9204
 DI9204'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI9204'THE MARK IS ABOUT 3.0 MI WEST-SOUTHWEST OF JUPITER, IN SECTION 4,
 DI9204'TOWNSHIP 41 SOUTH,  RANGE 42 EAST.
 DI9204'
 DI9204'TO REACH THE MARK FROM THE INTERCHANGE OF THE FLORIDA TURNPIKE
 DI9204'OVERPASS (MOST EAST  RAMP, EXIT 116) AND STATE HIGHWAY 706 (INDIANTOWN
 DI9204'ROAD) ON THE WEST SIDE OF JUPITER, GO  SOUTHEAST ON THE FLORIDA
 DI9204'TURNPIKE FOR 0.4 MI TO THE EAST END OF BRIDGE NUMBER 930239  SPANNING
 DI9204'CANAL C-18 AND THE MARK ON THE LEFT, SET FLUSH IN THE NORTHEAST CORNER
 DI9204'OF THE  BRIDGE RAIL ABOUT 2.7 FT ABOVE THE WESTBOUND LANES OF THE
 DI9204'FLORIDA TURNPIKE.
 DI9204'
 DI9204'LOCATED 21.0 FT NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 DI9204'FLORIDA  TURNPIKE AND 4.7 FT WEST OF THE EAST END OF THE BRIDGE RAIL.
 DI9204
 DI9204                          STATION RECOVERY (2025)
 DI9204
 DI9204'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DI9204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2435 ***********************************************************************
 AD2435  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2435  DESIGNATION -  24.71
 AD2435  PID         -  AD2435
 AD2435  STATE/COUNTY-  FL/BROWARD
 AD2435  COUNTRY     -  US
 AD2435  USGS QUAD   -  PORT EVERGLADES (2018)
 AD2435
 AD2435                         *CURRENT SURVEY CONTROL
 AD2435  ______________________________________________________________________
 AD2435* NAD 83(1986) POSITION- 26 03 19.     (N) 080 06 48.     (W)   SCALED
 AD2435* NAVD 88 ORTHO HEIGHT -     6.989 (meters)       22.93  (feet) ADJUSTED
 AD2435  ______________________________________________________________________
 AD2435  GEOID HEIGHT    -        -25.759 (meters)                     GEOID18
 AD2435  DYNAMIC HEIGHT  -          6.978 (meters)       22.89  (feet) COMP
 AD2435  MODELED GRAVITY -    979,051.7   (mgal)                       NAVD 88
 AD2435
 AD2435  VERT ORDER      -  SECOND    CLASS 0
 AD2435
 AD2435.The horizontal coordinates were scaled from a map and have
 AD2435.an estimated accuracy of +/- 6 seconds.
 AD2435
 AD2435.The orthometric height was determined by differential leveling and
 AD2435.adjusted by the NATIONAL GEODETIC SURVEY
 AD2435.in June 1991.
 AD2435
 AD2435.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2435.GEOID18 height accuracy estimate available here.
 AD2435
 AD2435.This Tidal Bench Mark is designated as VM 5720
 AD2435.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2435
 AD2435.Click photographs - Photos may exist for this station.
 AD2435
 AD2435.The dynamic height is computed by dividing the NAVD 88
 AD2435.geopotential number by the normal gravity value computed on the
 AD2435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2435.degrees latitude (g = 980.6199 gals.).
 AD2435
 AD2435.The modeled gravity was interpolated from observed gravity values.
 AD2435
 AD2435;                    North         East    Units  Estimated Accuracy
 AD2435;SPC FL E     -   191,040.      288,730.      MT  (+/- 180 meters Scaled)
 AD2435
 AD2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ886821(NAD 83)
 AD2435
 AD2435                          SUPERSEDED SURVEY CONTROL
 AD2435
 AD2435  NGVD 29 (??/??/92)    7.469  (m)           24.50   (f) SUPERSEDED  2 0
 AD2435  NGVD 29 (09/01/92)    7.469  (m)           24.50   (f) ADJUSTED    2 0
 AD2435
 AD2435.Superseded values are not recommended for survey control.
 AD2435
 AD2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2435.See file dsdata.pdf to determine how the superseded data were derived.
 AD2435
 AD2435_MARKER: DB = BENCH MARK DISK
 AD2435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2435_SP_SET: BRIDGE BANNISTER
 AD2435_STAMPING: 24.71
 AD2435_MARK LOGO: FLSRD
 AD2435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2435
 AD2435  HISTORY     - Date     Condition        Report By
 AD2435  HISTORY     - UNK      MONUMENTED       FLHD
 AD2435  HISTORY     - 1970     GOOD             NGS
 AD2435  HISTORY     - 1974     GOOD             NGS
 AD2435  HISTORY     - 1981     GOOD             FLDNR
 AD2435  HISTORY     - 1986     GOOD             FLDNR
 AD2435  HISTORY     - 1988     GOOD             USPSQD
 AD2435  HISTORY     - 1990     GOOD             USPSQD
 AD2435  HISTORY     - 19980205 GOOD             USPSQD
 AD2435  HISTORY     - 19980313 GOOD             USPSQD
 AD2435  HISTORY     - 20021222 POOR             USPSQD
 AD2435  HISTORY     - 20161225 POOR             USPSQD
 AD2435
 AD2435                          STATION DESCRIPTION
 AD2435
 AD2435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2435'2.1 MI E FROM DANIA.
 AD2435'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AD2435'OF U.S. HIGHWAY 1, THENCE 0.1 MILE NORTH ALONG A BLACK TOPPED
 AD2435'ROAD, SET ON THE TOP OF THE EAST BANNISTER OF A BRIDGE OVER NEW
 AD2435'RIVER SOUND, 20.3 FEET EAST OF THE CENTER LINE OF THE ROAD, 5.6
 AD2435'FEET NORTH OF THE SOUTH END OF THE BANNISTER AND 3 FEET ABOVE
 AD2435'THE LEVEL OF THE ROAD.
 AD2435
 AD2435                          STATION RECOVERY (1974)
 AD2435
 AD2435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD2435'RECOVERED IN GOOD CONDITION.
 AD2435
 AD2435                          STATION RECOVERY (1981)
 AD2435
 AD2435'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2435'RECOVERED IN GOOD CONDITION.
 AD2435
 AD2435                          STATION RECOVERY (1986)
 AD2435
 AD2435'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2435'RECOVERED IN GOOD CONDITION.
 AD2435
 AD2435                          STATION RECOVERY (1988)
 AD2435
 AD2435'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AD2435'RECOVERED IN GOOD CONDITION.
 AD2435
 AD2435                          STATION RECOVERY (1990)
 AD2435
 AD2435'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD2435'RECOVERED IN GOOD CONDITION.
 AD2435
 AD2435                          STATION RECOVERY (1998)
 AD2435
 AD2435'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2435'RECOVERED IN GOOD CONDITION.
 AD2435
 AD2435                          STATION RECOVERY (1998)
 AD2435
 AD2435'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2435'RECOVERED IN GOOD CONDITION.
 AD2435
 AD2435                          STATION RECOVERY (2002)
 AD2435
 AD2435'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD2435'BM NUMBER UNREADABLE ON DISK.
 AD2435
 AD2435                          STATION RECOVERY (2016)
 AD2435
 AD2435'RECOVERY NOTE BY US POWER SQUADRON 2016 (CAC)
 AD2435'BENCH MARK NUMBER MUTILATED AND UNREADABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9174 ***********************************************************************
 DI9174  DESIGNATION -  24.8 450 G
 DI9174  PID         -  DI9174
 DI9174  STATE/COUNTY-  FL/OSCEOLA
 DI9174  COUNTRY     -  US
 DI9174  USGS QUAD   -  INTERCESSION CITY (2018)
 DI9174
 DI9174                         *CURRENT SURVEY CONTROL
 DI9174  ______________________________________________________________________
 DI9174* NAD 83(1986) POSITION- 28 15 34.5    (N) 081 34 00.9    (W)   HD_HELD2
 DI9174* NAVD 88 ORTHO HEIGHT -    27.450 (meters)       90.06  (feet) ADJUSTED
 DI9174  ______________________________________________________________________
 DI9174  GEOID HEIGHT    -        -27.563 (meters)                     GEOID18
 DI9174  DYNAMIC HEIGHT  -         27.409 (meters)       89.92  (feet) COMP
 DI9174  MODELED GRAVITY -    979,159.2   (mgal)                       NAVD 88
 DI9174
 DI9174  VERT ORDER      -  FIRST     CLASS II
 DI9174
 DI9174.The horizontal coordinates were established by autonomous hand held GPS
 DI9174.observations and have an estimated accuracy of +/- 10 meters.
 DI9174
 DI9174.The orthometric height was determined by differential leveling and
 DI9174.adjusted by the NATIONAL GEODETIC SURVEY
 DI9174.in April 2010.
 DI9174
 DI9174.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9174.GEOID18 height accuracy estimate available here.
 DI9174
 DI9174.Click photographs - Photos may exist for this station.
 DI9174
 DI9174.The dynamic height is computed by dividing the NAVD 88
 DI9174.geopotential number by the normal gravity value computed on the
 DI9174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9174.degrees latitude (g = 980.6199 gals.).
 DI9174
 DI9174.The modeled gravity was interpolated from observed gravity values.
 DI9174
 DI9174;                    North         East    Units  Estimated Accuracy
 DI9174;SPC FL E     -   435,105.      144,374.      MT  (+/- 10 meters HH2 GPS)
 DI9174
 DI9174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4439226088(NAD 83)
 DI9174
 DI9174                          SUPERSEDED SURVEY CONTROL
 DI9174
 DI9174.No superseded survey control is available for this station.
 DI9174
 DI9174_MARKER: DD = SURVEY DISK
 DI9174_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DI9174+WITH SETTING: INFORMATION.
 DI9174_STAMPING: 24.8-450G LB262
 DI9174_MARK LOGO: FL-097
 DI9174_PROJECTION: RECESSED 10 CENTIMETERS
 DI9174_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI9174_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI9174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9174+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2024
 DI9174
 DI9174  HISTORY     - Date     Condition        Report By
 DI9174  HISTORY     - UNK      MONUMENTED       FL-097
 DI9174  HISTORY     - 20050505 GOOD             FLDEP
 DI9174  HISTORY     - 20121001 GOOD             FLDEP
 DI9174  HISTORY     - 20241031 GOOD             GEOCAC
 DI9174
 DI9174                          STATION DESCRIPTION
 DI9174
 DI9174'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI9174'THE MARK IS ABOUT 11.0 MI (17.7 KM) SOUTHWEST OF KISSIMMEE, 7.5 MI
 DI9174'(12.1 KM) NORTHEAST OF DAVENPORT, 3.0 MI (4.8 KM) WEST OF INTERCESSION
 DI9174'CITY, IN SECTION 6, TOWNSHIP 26 SOUTH, RANGE 28 EAST.
 DI9174'
 DI9174'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17, 92 (ORANGE
 DI9174'BLOSSOM TRAIL) AND TALLAHASSEE BOULEVARD IN INTERCESSION CITY, GO
 DI9174'WESTERLY ON U.S. HIGHWAY 17, 92 (ORANGE BLOSSOM TRAIL) FOR 2.2 MI (3.5
 DI9174'KM) TO THE JUNCTION OF COUNTY ROAD 532 (OSCEOLA-POLK LINE ROAD), TURN
 DI9174'RIGHT ON COUNTY ROAD 532 (OSCEOLA-POLK LINE ROAD) AND GO WEST FOR 1.45
 DI9174'MI (2.3 KM) TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN INTO
 DI9174'THE GROUND WITH A LOGO CAP RECESSED 1.0 FT (0.3 M) BELOW THE LEVEL OF
 DI9174'THE GROUND AND ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL OF COUNTY ROAD
 DI9174'532, THE DATUM POINT IS RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL OF THE
 DI9174'LOGO CAP.
 DI9174'
 DI9174'LOCATED ABOUT 360.0 FT (109.7 M) WEST OF THE CENTERLINE OF SANDY RIDGE
 DI9174'DRIVE, 151.6 FT (46.2 M) EAST OF A POWER POLE (NUMBER 6-25562), 122.0
 DI9174'FT (37.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 532,
 DI9174'94.0 FT (28.7 M) SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF COUNTY
 DI9174'ROAD 532, 50.4 FT (15.4 M) WEST OF A POWER POLE (NUMBER 6-23569), 30.0
 DI9174'FT (9.1 M) NORTH OF THE NORTH EDGE OF A HOLDING POND, 5.7 FT (1.7 M)
 DI9174'SOUTH OF THE SOUTH EDGE OF THE SIDEWALK AND 1.0 FT (0.3 M) NORTH OF A
 DI9174'CARSONITE WITNESS POST.
 DI9174'
 DI9174'NOTE A MAGNET WAS PLACED INSIDE OF THE LOGO CAP.
 DI9174'
 DI9174'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) LOGO
 DI9174'CAP.
 DI9174
 DI9174                          STATION RECOVERY (2012)
 DI9174
 DI9174'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (BPJ)
 DI9174'RECOVERED AS DESCRIBED.
 DI9174
 DI9174                          STATION RECOVERY (2024)
 DI9174
 DI9174'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DI9174'THE LOGO CAP AND CARSONITE WITNESS POST ARE MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3010 ***********************************************************************
 AF3010  DESIGNATION -  24.93 E RESET
 AF3010  PID         -  AF3010
 AF3010  STATE/COUNTY-  FL/INDIAN RIVER
 AF3010  COUNTRY     -  US
 AF3010  USGS QUAD   -  VERO BEACH (2018)
 AF3010
 AF3010                         *CURRENT SURVEY CONTROL
 AF3010  ______________________________________________________________________
 AF3010* NAD 83(1986) POSITION- 27 38 18.     (N) 080 25 57.     (W)   SCALED
 AF3010* NAVD 88 ORTHO HEIGHT -     7.00  (meters)       23.0   (feet) RESET
 AF3010  ______________________________________________________________________
 AF3010  GEOID HEIGHT    -        -27.634 (meters)                     GEOID18
 AF3010  VERT ORDER      -  THIRD
 AF3010
 AF3010.The horizontal coordinates were scaled from a map and have
 AF3010.an estimated accuracy of +/- 6 seconds.
 AF3010
 AF3010.The orthometric height was computed from unverified reset data.
 AF3010
 AF3010.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3010.GEOID18 height accuracy estimate available here.
 AF3010
 AF3010.Click photographs - Photos may exist for this station.
 AF3010
 AF3010;                    North         East    Units  Estimated Accuracy
 AF3010;SPC FL E     -   366,260.      256,000.      MT  (+/- 180 meters Scaled)
 AF3010
 AF3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL559572(NAD 83)
 AF3010
 AF3010                          SUPERSEDED SURVEY CONTROL
 AF3010
 AF3010.No superseded survey control is available for this station.
 AF3010
 AF3010_MARKER: DD = SURVEY DISK
 AF3010_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF3010_SP_SET: SIDEWALK
 AF3010_MARK LOGO: FLDT
 AF3010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3010
 AF3010  HISTORY     - Date     Condition        Report By
 AF3010  HISTORY     - 1970     MONUMENTED       FLDT
 AF3010  HISTORY     - 1970     GOOD             NGS
 AF3010  HISTORY     - 1988     GOOD             USPSQD
 AF3010  HISTORY     - 1989     GOOD             USPSQD
 AF3010  HISTORY     - 20010412 GOOD             USPSQD
 AF3010  HISTORY     - 20020523 GOOD             USPSQD
 AF3010  HISTORY     - 20060126 MARK NOT FOUND   USPSQD
 AF3010  HISTORY     - 20190606 MARK NOT FOUND   INDIV
 AF3010
 AF3010                          STATION DESCRIPTION
 AF3010
 AF3010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3010'2.2 MI W FROM VERO BEACH.
 AF3010'2.2 MILES WEST ALONG STATE HIGHWAY 60 FROM THE CITY HALL AT
 AF3010'VERO BEACH, ON THE NORTHEAST CORNER OF THE BRIDGE OVER THE MAIN
 AF3010'CANAL, 21 FEET NORTH OF THE CENTER OF THE WEST BOUND LANE OF
 AF3010'STATE HIGHWAY 60, 9 FEET WEST OF THE NORTHEAST CORNER OF BRIDGE,
 AF3010'3.3 FEET NORTH OF THE CURB, 1 FOOT HIGHER THAN THE BRIDGE FLOOR
 AF3010'AND A FLORIDA DEPARTMENT OF TRANSPORTATION BRONZE DISK CEMENTED
 AF3010'IN A DRILL HOLE IN THE NORTH SIDEWALK.  THE DISK IS NOT STAMPED.
 AF3010
 AF3010                          STATION RECOVERY (1988)
 AF3010
 AF3010'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF3010'RECOVERED IN GOOD CONDITION.
 AF3010
 AF3010                          STATION RECOVERY (1989)
 AF3010
 AF3010'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3010'RECOVERED IN GOOD CONDITION.
 AF3010
 AF3010                          STATION RECOVERY (2001)
 AF3010
 AF3010'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3010'RECOVERED IN GOOD CONDITION.
 AF3010
 AF3010                          STATION RECOVERY (2002)
 AF3010
 AF3010'RECOVERY NOTE BY US POWER SQUADRON 2002
 AF3010'CHECKED LOCATION WITH DGPS, READING 27-38-322N, 80-25-919W
 AF3010
 AF3010                          STATION RECOVERY (2006)
 AF3010
 AF3010'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF3010'BASED ON GPS READINGS AND THE CONDITION OF THE AREA. THE ROAD HAS BEEN
 AF3010'EXPANDED AND THE MARK HAS EATHER BEEN COVERED OVER OR REMOVED.
 AF3010
 AF3010                          STATION RECOVERY (2019)
 AF3010
 AF3010'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AF3010'THE BRIDGE AND SIDEWALKS HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3009 ***********************************************************************
 AF3009  DESIGNATION -  24.93 W RESET
 AF3009  PID         -  AF3009
 AF3009  STATE/COUNTY-  FL/INDIAN RIVER
 AF3009  COUNTRY     -  US
 AF3009  USGS QUAD   -  VERO BEACH (2018)
 AF3009
 AF3009                         *CURRENT SURVEY CONTROL
 AF3009  ______________________________________________________________________
 AF3009* NAD 83(1986) POSITION- 27 38 18.     (N) 080 26 01.     (W)   SCALED
 AF3009* NAVD 88 ORTHO HEIGHT -     7.00  (meters)       23.0   (feet) RESET
 AF3009  ______________________________________________________________________
 AF3009  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 AF3009  VERT ORDER      -  THIRD
 AF3009
 AF3009.The horizontal coordinates were scaled from a map and have
 AF3009.an estimated accuracy of +/- 6 seconds.
 AF3009
 AF3009.The orthometric height was computed from unverified reset data.
 AF3009
 AF3009.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3009.GEOID18 height accuracy estimate available here.
 AF3009
 AF3009.Click photographs - Photos may exist for this station.
 AF3009
 AF3009;                    North         East    Units  Estimated Accuracy
 AF3009;SPC FL E     -   366,260.      255,890.      MT  (+/- 180 meters Scaled)
 AF3009
 AF3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL558572(NAD 83)
 AF3009
 AF3009                          SUPERSEDED SURVEY CONTROL
 AF3009
 AF3009.No superseded survey control is available for this station.
 AF3009
 AF3009_MARKER: DD = SURVEY DISK
 AF3009_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF3009_SP_SET: SIDEWALK
 AF3009_MARK LOGO: FLDT
 AF3009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3009
 AF3009  HISTORY     - Date     Condition        Report By
 AF3009  HISTORY     - 1970     MONUMENTED       FLDT
 AF3009  HISTORY     - 1970     GOOD             NGS
 AF3009  HISTORY     - 1988     GOOD             USPSQD
 AF3009  HISTORY     - 1989     GOOD             USPSQD
 AF3009  HISTORY     - 20020228 GOOD             USPSQD
 AF3009  HISTORY     - 20020523 GOOD             USPSQD
 AF3009  HISTORY     - 20060126 MARK NOT FOUND   USPSQD
 AF3009  HISTORY     - 20190606 MARK NOT FOUND   INDIV
 AF3009
 AF3009                          STATION DESCRIPTION
 AF3009
 AF3009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3009'2.3 MI W FROM VERO BEACH.
 AF3009'2.3 MILES WEST ALONG STATE HIGHWAY 60 FROM THE CITY HALL AT
 AF3009'VERO BEACH, ON THE SOUTHWEST CORNER OF THE BRIDGE OVER THE MAIN
 AF3009'CANAL, 21.7 FEET SOUTH OF THE CENTER OF THE EAST BOUND LANE OF
 AF3009'STATE HIGHWAY 60, 21 FEET EAST OF A POWER LINE POLE, 10 FEET EAST
 AF3009'OF THE SOUTHWEST END OF BRIDGE, 9.5 FEET NORTHEAST OF A IRON
 AF3009'MANHOLE COVER, 3.6 FEET SOUTH OF THE SIDEWALK CURB, 1 FOOT HIGHER
 AF3009'THAN THE BRIDGE FLOOR AND A FLORIDA DEPARTMENT OF TRANSPORTATION
 AF3009'BRONZE DISK CEMENTED IN A DRILL HOLE IN THE SIDEWALK.  THE DISK
 AF3009'IS NOT STAMPED.
 AF3009
 AF3009                          STATION RECOVERY (1988)
 AF3009
 AF3009'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF3009'RECOVERED IN GOOD CONDITION.
 AF3009
 AF3009                          STATION RECOVERY (1989)
 AF3009
 AF3009'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3009'RECOVERED IN GOOD CONDITION.
 AF3009
 AF3009                          STATION RECOVERY (2002)
 AF3009
 AF3009'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF3009'RECOVERED IN GOOD CONDITION.
 AF3009
 AF3009                          STATION RECOVERY (2002)
 AF3009
 AF3009'RECOVERY NOTE BY US POWER SQUADRON 2002
 AF3009'CHECKED LOCATION WITH DGPS, READING 27-38-308N, 80-26-033W
 AF3009
 AF3009                          STATION RECOVERY (2006)
 AF3009
 AF3009'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF3009'BASED ON GPS READINGS AND THE CONDITION OF THE AREA. THE ROAD HAS BEEN
 AF3009'EXPANDED AND THE MARK HAS EATHER BEEN COVERED OVER OR REMOVED.
 AF3009
 AF3009                          STATION RECOVERY (2019)
 AF3009
 AF3009'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AF3009'THE BRIDGE AND SIDEWALKS HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0084 ***********************************************************************
 AL0084  DESIGNATION -  240
 AL0084  PID         -  AL0084
 AL0084  STATE/COUNTY-  FL/PINELLAS
 AL0084  COUNTRY     -  US
 AL0084  USGS QUAD   -  OLDSMAR (2018)
 AL0084
 AL0084                         *CURRENT SURVEY CONTROL
 AL0084  ______________________________________________________________________
 AL0084* NAD 83(1986) POSITION- 28 06 19.     (N) 082 44 23.     (W)   SCALED
 AL0084* NAVD 88 ORTHO HEIGHT -     5.180 (meters)       16.99  (feet) ADJUSTED
 AL0084  ______________________________________________________________________
 AL0084  GEOID HEIGHT    -        -25.023 (meters)                     GEOID18
 AL0084  DYNAMIC HEIGHT  -          5.172 (meters)       16.97  (feet) COMP
 AL0084  MODELED GRAVITY -    979,192.3   (mgal)                       NAVD 88
 AL0084
 AL0084  VERT ORDER      -  SECOND    CLASS II
 AL0084
 AL0084.The horizontal coordinates were scaled from a map and have
 AL0084.an estimated accuracy of +/- 6 seconds.
 AL0084
 AL0084.The orthometric height was determined by differential leveling and
 AL0084.adjusted by the NATIONAL GEODETIC SURVEY
 AL0084.in June 1991.
 AL0084
 AL0084.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0084.GEOID18 height accuracy estimate available here.
 AL0084
 AL0084.Click photographs - Photos may exist for this station.
 AL0084
 AL0084.The dynamic height is computed by dividing the NAVD 88
 AL0084.geopotential number by the normal gravity value computed on the
 AL0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0084.degrees latitude (g = 980.6199 gals.).
 AL0084
 AL0084.The modeled gravity was interpolated from observed gravity values.
 AL0084
 AL0084;                    North         East    Units  Estimated Accuracy
 AL0084;SPC FL W     -   418,100.      127,310.      MT  (+/- 180 meters Scaled)
 AL0084
 AL0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290100(NAD 83)
 AL0084
 AL0084                          SUPERSEDED SURVEY CONTROL
 AL0084
 AL0084  NGVD 29 (??/??/92)    5.439  (m)           17.84   (f) ADJ UNCH    2 2
 AL0084
 AL0084.Superseded values are not recommended for survey control.
 AL0084
 AL0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0084.See file dsdata.pdf to determine how the superseded data were derived.
 AL0084
 AL0084_MARKER: DD = SURVEY DISK
 AL0084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0084_SP_SET: CULVERT HEADWALL
 AL0084_STAMPING: 240
 AL0084_MARK LOGO: FLSRD
 AL0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0084+STABILITY: SURFACE MOTION
 AL0084
 AL0084  HISTORY     - Date     Condition        Report By
 AL0084  HISTORY     - UNK      MONUMENTED       FLHD
 AL0084  HISTORY     - 1976     GOOD             FLDT
 AL0084  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0084
 AL0084                          STATION DESCRIPTION
 AL0084
 AL0084'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0084'1.7 MI S FROM TARPON SPRINGS.
 AL0084'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0084'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 3.05 MILE.
 AL0084'STATION ON LEFT, 69.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0084'35.0 FT. SW OF POWER POLE, NUMBER 2-3162, 150.0 FT. SOUTH OF
 AL0084'THE CENTERLINE OF LAKE SHORE DRIVE.  SET IN TOP OF THE CONCRETE
 AL0084'HEADWALL.  SECTION 30, T27S, R16E.
 AL0084
 AL0084                          STATION RECOVERY (1984)
 AL0084
 AL0084'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0084'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4230 ***********************************************************************
 DP4230  DESIGNATION -  24002 A
 DP4230  PID         -  DP4230
 DP4230  STATE/COUNTY-  FL/HARDEE
 DP4230  COUNTRY     -  US
 DP4230  USGS QUAD   -  LIMESTONE (2018)
 DP4230
 DP4230                         *CURRENT SURVEY CONTROL
 DP4230  ______________________________________________________________________
 DP4230* NAD 83(1986) POSITION- 27 21 59.1    (N) 081 58 22.7    (W)   HD_HELD2
 DP4230* NAVD 88 ORTHO HEIGHT -    20.511 (meters)       67.29  (feet) ADJUSTED
 DP4230  ______________________________________________________________________
 DP4230  GEOID HEIGHT    -        -24.670 (meters)                     GEOID18
 DP4230  DYNAMIC HEIGHT  -         20.480 (meters)       67.19  (feet) COMP
 DP4230  MODELED GRAVITY -    979,135.9   (mgal)                       NAVD 88
 DP4230
 DP4230  VERT ORDER      -  SECOND    CLASS I
 DP4230
 DP4230.The horizontal coordinates were established by autonomous hand held GPS
 DP4230.observations and have an estimated accuracy of +/- 10 meters.
 DP4230
 DP4230.The orthometric height was determined by differential leveling and
 DP4230.adjusted by the NATIONAL GEODETIC SURVEY
 DP4230.in August 2014.
 DP4230
 DP4230.No vertical observational check was made to the station.
 DP4230
 DP4230.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4230.GEOID18 height accuracy estimate available here.
 DP4230
 DP4230.Click photographs - Photos may exist for this station.
 DP4230
 DP4230.The dynamic height is computed by dividing the NAVD 88
 DP4230.geopotential number by the normal gravity value computed on the
 DP4230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4230.degrees latitude (g = 980.6199 gals.).
 DP4230
 DP4230.The modeled gravity was interpolated from observed gravity values.
 DP4230
 DP4230;                    North         East    Units  Estimated Accuracy
 DP4230;SPC FL W     -   336,003.      202,674.      MT  (+/- 10 meters HH2 GPS)
 DP4230
 DP4230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0377827395(NAD 83)
 DP4230
 DP4230                          SUPERSEDED SURVEY CONTROL
 DP4230
 DP4230.No superseded survey control is available for this station.
 DP4230
 DP4230_MARKER: DD = SURVEY DISK
 DP4230_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP4230_SP_SET: BRIDGE GUARDRAIL
 DP4230_STAMPING: 24002 A
 DP4230_MARK LOGO: FLSRD
 DP4230_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4230+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2013
 DP4230
 DP4230  HISTORY     - Date     Condition        Report By
 DP4230  HISTORY     - UNK      MONUMENTED       FLSRD
 DP4230  HISTORY     - 20130827 GOOD             FLDEP
 DP4230
 DP4230                          STATION DESCRIPTION
 DP4230
 DP4230'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4230'THE MARK IS ABOUT 9.1 MI (14.6 KM) EAST-NORTHEAST OF EDGEVILLE, 8.6 MI
 DP4230'(13.8 KM) SOUTH-SOUTHWEST OF ONA, 4.5 MI (7.2 KM) WEST OF LIMESTONE,
 DP4230'IN SECTION 12, TOWNSHIP 36 SOUTH, RANGE 23 EAST.
 DP4230'
 DP4230'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DP4230'ROAD 64 IN ZOLFO SPRINGS, GO WEST ON STATE ROAD 64 FOR 7.6 MI (12.2
 DP4230'KM) TO THE INTERSECTION OF COUNTY ROAD 663.  TURN LEFT ON COUNTY ROAD
 DP4230'663 AND GO SOUTH FOR 4.95 MI (8.0 KM) TO THE INTERSECTION OF GOOSE
 DP4230'POND ROAD ON THE RIGHT AND BRIDGES ROAD ON THE LEFT.  CONTINUE SOUTH
 DP4230'ON COUNTY ROAD 663 FOR 3.05 MI (4.9 KM) TO THE INTERSECTION OF COUNTY
 DP4230'ROAD 665.  TURN RIGHT ON COUNTY ROAD 665 AND GO WEST FOR 3.5 MI (5.6
 DP4230'KM) TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE CONCRETE
 DP4230'BRIDGE GUARDRAIL AND 3.0 FT (0.9 M) ABOVE THE LEVEL OF COUNTY ROAD
 DP4230'665.
 DP4230'
 DP4230'LOCATED 313.5 FT (95.6 M) SOUTHEAST OF SURVEY MARK 24002 B, 167.8 FT
 DP4230'(51.1 M) EAST OF STAFF 24002, 14.7 FT (4.5 M) SOUTH OF THE APPROXIMATE
 DP4230'OF THE CENTERLINE COUNTY ROAD 665, 0.9 FT (27 CM) EAST-NORTHEAST OF A
 DP4230'CARSONITE WITNESS POST AND 0.4 FT (12 CM) WEST OF THE EAST EDGE OF THE
 DP4230'CONCRETE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4231 ***********************************************************************
 DP4231  DESIGNATION -  24002 B
 DP4231  PID         -  DP4231
 DP4231  STATE/COUNTY-  FL/HARDEE
 DP4231  COUNTRY     -  US
 DP4231  USGS QUAD   -  LIMESTONE (2018)
 DP4231
 DP4231                         *CURRENT SURVEY CONTROL
 DP4231  ______________________________________________________________________
 DP4231* NAD 83(1986) POSITION- 27 21 59.4    (N) 081 58 26.1    (W)   HD_HELD2
 DP4231* NAVD 88 ORTHO HEIGHT -    20.514 (meters)       67.30  (feet) ADJUSTED
 DP4231  ______________________________________________________________________
 DP4231  GEOID HEIGHT    -        -24.670 (meters)                     GEOID18
 DP4231  DYNAMIC HEIGHT  -         20.483 (meters)       67.20  (feet) COMP
 DP4231  MODELED GRAVITY -    979,135.9   (mgal)                       NAVD 88
 DP4231
 DP4231  VERT ORDER      -  SECOND    CLASS I
 DP4231
 DP4231.The horizontal coordinates were established by autonomous hand held GPS
 DP4231.observations and have an estimated accuracy of +/- 10 meters.
 DP4231
 DP4231.The orthometric height was determined by differential leveling and
 DP4231.adjusted by the NATIONAL GEODETIC SURVEY
 DP4231.in August 2014.
 DP4231
 DP4231.No vertical observational check was made to the station.
 DP4231
 DP4231.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4231.GEOID18 height accuracy estimate available here.
 DP4231
 DP4231.Click photographs - Photos may exist for this station.
 DP4231
 DP4231.The dynamic height is computed by dividing the NAVD 88
 DP4231.geopotential number by the normal gravity value computed on the
 DP4231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4231.degrees latitude (g = 980.6199 gals.).
 DP4231
 DP4231.The modeled gravity was interpolated from observed gravity values.
 DP4231
 DP4231;                    North         East    Units  Estimated Accuracy
 DP4231;SPC FL W     -   336,012.      202,580.      MT  (+/- 10 meters HH2 GPS)
 DP4231
 DP4231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0368527405(NAD 83)
 DP4231
 DP4231                          SUPERSEDED SURVEY CONTROL
 DP4231
 DP4231.No superseded survey control is available for this station.
 DP4231
 DP4231_MARKER: DD = SURVEY DISK
 DP4231_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP4231_SP_SET: BRIDGE GUARDRAIL
 DP4231_STAMPING: 24002 B
 DP4231_MARK LOGO: FLSRD
 DP4231_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4231_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4231+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2013
 DP4231
 DP4231  HISTORY     - Date     Condition        Report By
 DP4231  HISTORY     - UNK      MONUMENTED       FLSRD
 DP4231  HISTORY     - 20130827 GOOD             FLDEP
 DP4231
 DP4231                          STATION DESCRIPTION
 DP4231
 DP4231'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4231'THE MARK IS ABOUT 9.0 MI (14.5 KM) EAST-NORTHEAST OF EDGEVILLE, 8.6 MI
 DP4231'(13.8 KM) SOUTH-SOUTHWEST OF ONA, 4.6 MI (7.4 KM) WEST OF LIMESTONE,
 DP4231'IN SECTION 2, TOWNSHIP 36 SOUTH, RANGE 23 EAST.
 DP4231'
 DP4231'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DP4231'ROAD 64 IN ZOLFO SPRINGS, GO WEST ON STATE ROAD 64 FOR 7.6 MI (12.2
 DP4231'KM) TO THE INTERSECTION OF COUNTY ROAD 663.  TURN LEFT ON COUNTY ROAD
 DP4231'663 AND GO SOUTH FOR 4.95 MI (8.0 KM) TO THE INTERSECTION OF GOOSE
 DP4231'POND ROAD ON THE RIGHT AND BRIDGES ROAD ON THE LEFT.  CONTINUE SOUTH
 DP4231'ON COUNTY ROAD 663 FOR 3.05 MI (4.9 KM) TO THE INTERSECTION OF COUNTY
 DP4231'ROAD 665.  TURN RIGHT ON COUNTY ROAD 665 AND GO WEST FOR 3.6 MI (5.8
 DP4231'KM) TO THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE CONCRETE
 DP4231'BRIDGE GUARDRAIL AND 3.0 FT (0.9 M) ABOVE THE LEVEL OF COUNTY ROAD
 DP4231'665.
 DP4231'
 DP4231'LOCATED 313.5 FT (95.6 M) NORTHWEST OF SURVEY MARK 24002 A, 148.6 FT
 DP4231'(45.3 M) SOUTHEAST OF STAFF 24002, 14.8 FT (4.5 M) NORTH OF THE
 DP4231'APPROXIMATE CENTERLINE OF COUNTY ROAD 665 AND 0.9 FT (27 CM) SOUTH OF
 DP4231'A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4233 ***********************************************************************
 DP4233  DESIGNATION -  24006 A
 DP4233  PID         -  DP4233
 DP4233  STATE/COUNTY-  FL/HARDEE
 DP4233  COUNTRY     -  US
 DP4233  USGS QUAD   -  EDGEVILLE (2018)
 DP4233
 DP4233                         *CURRENT SURVEY CONTROL
 DP4233  ______________________________________________________________________
 DP4233* NAD 83(1986) POSITION- 27 21 58.9    (N) 082 00 25.4    (W)   HD_HELD2
 DP4233* NAVD 88 ORTHO HEIGHT -    26.120 (meters)       85.70  (feet) ADJUSTED
 DP4233  ______________________________________________________________________
 DP4233  GEOID HEIGHT    -        -24.658 (meters)                     GEOID18
 DP4233  DYNAMIC HEIGHT  -         26.080 (meters)       85.56  (feet) COMP
 DP4233  MODELED GRAVITY -    979,134.3   (mgal)                       NAVD 88
 DP4233
 DP4233  VERT ORDER      -  SECOND    CLASS I
 DP4233
 DP4233.The horizontal coordinates were established by autonomous hand held GPS
 DP4233.observations and have an estimated accuracy of +/- 10 meters.
 DP4233
 DP4233.The orthometric height was determined by differential leveling and
 DP4233.adjusted by the NATIONAL GEODETIC SURVEY
 DP4233.in August 2014.
 DP4233
 DP4233.No vertical observational check was made to the station.
 DP4233
 DP4233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4233.GEOID18 height accuracy estimate available here.
 DP4233
 DP4233.Click photographs - Photos may exist for this station.
 DP4233
 DP4233.The dynamic height is computed by dividing the NAVD 88
 DP4233.geopotential number by the normal gravity value computed on the
 DP4233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4233.degrees latitude (g = 980.6199 gals.).
 DP4233
 DP4233.The modeled gravity was interpolated from observed gravity values.
 DP4233
 DP4233;                    North         East    Units  Estimated Accuracy
 DP4233;SPC FL W     -   335,997.      199,302.      MT  (+/- 10 meters HH2 GPS)
 DP4233
 DP4233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0040727416(NAD 83)
 DP4233
 DP4233                          SUPERSEDED SURVEY CONTROL
 DP4233
 DP4233.No superseded survey control is available for this station.
 DP4233
 DP4233_MARKER: DD = SURVEY DISK
 DP4233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4233_STAMPING: 24006 A 2008
 DP4233_MARK LOGO: SWFWMD
 DP4233_PROJECTION: FLUSH
 DP4233_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4233+STABILITY: SURFACE MOTION
 DP4233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4233+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 DP4233
 DP4233  HISTORY     - Date     Condition        Report By
 DP4233  HISTORY     - 20081006 MONUMENTED       SWFWMD
 DP4233  HISTORY     - 20130814 GOOD             FLDEP
 DP4233
 DP4233                          STATION DESCRIPTION
 DP4233
 DP4233'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4233'THE MARK IS ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF MYAKKA HEAD, 7.2
 DP4233'MI (11.6 KM) EAST-NORTHEAST OF EDGEVILLE, 6.6 MI (10.6 KM) WEST OF
 DP4233'LIMESTONE, IN SECTION 9, TOWNSHIP 36 SOUTH, RANGE 23 EAST.  A KEY CAN
 DP4233'BE OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT.
 DP4233'
 DP4233'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DP4233'ROAD 64 IN ZOLFO SPRINGS, GO WEST ON STATE ROAD 64 FOR 7.6 MI (12.2
 DP4233'KM) TO THE INTERSECTION OF COUNTY ROAD 663.  TURN LEFT ON COUNTY ROAD
 DP4233'663 AND GO SOUTH FOR 4.95 MI (8.0 KM) TO THE INTERSECTION OF GOOSE
 DP4233'POND ROAD ON THE RIGHT AND BRIDGES ROAD ON THE LEFT.  CONTINUE SOUTH
 DP4233'ON COUNTY ROAD 663 FOR 3.05 MI (4.9 KM) TO THE INTERSECTION OF COUNTY
 DP4233'ROAD 665.  TURN RIGHT ON COUNTY ROAD 665 AND GO WEST FOR 4.1 MI (6.6
 DP4233'KM) TO THE Y-JUNCTION OF PINE LEVEL ROAD GOING SOUTH AND ROBERTS ROAD
 DP4233'GOING WEST.  TURN LEFT ON ROBERTS ROAD AND GO WEST FOR 1.5 MI (2.4 KM)
 DP4233'TO A DIM DIRT ROAD WITH A LOCKED GATE ON THE LEFT, PASSING THROUGH THE
 DP4233'GATE, GO SOUTH FOR ABOUT 111.0 FT (33.8 M) TO THE MARK, SET IN THE TOP
 DP4233'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH
 DP4233'ROBERTS ROAD.
 DP4233'
 DP4233'LOCATED 139.0 FT (42.4 M) SOUTH-SOUTHWEST OF THE APPROXIMATE
 DP4233'CENTERLINE OF ROBERTS ROAD, 111.2 FT (33.9 M) SOUTH-SOUTHWEST OF THE
 DP4233'CENTER OF THE METAL GATE TO WELL FIELD, 69.2 FT (21.1 M)
 DP4233'SOUTH-SOUTHEAST OF SURVEY MARK 24006 B, 2.4 FT (0.7 M) NORTH-NORTHEAST
 DP4233'OF THE SOUTHERN MOST WATER WELL AND 0.5 FT (15 CM) WEST OF A CARSONITE
 DP4233'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4234 ***********************************************************************
 DP4234  DESIGNATION -  24006 B
 DP4234  PID         -  DP4234
 DP4234  STATE/COUNTY-  FL/HARDEE
 DP4234  COUNTRY     -  US
 DP4234  USGS QUAD   -  EDGEVILLE (2018)
 DP4234
 DP4234                         *CURRENT SURVEY CONTROL
 DP4234  ______________________________________________________________________
 DP4234* NAD 83(1986) POSITION- 27 21 59.6    (N) 082 00 25.5    (W)   HD_HELD2
 DP4234* NAVD 88 ORTHO HEIGHT -    26.287 (meters)       86.24  (feet) ADJUSTED
 DP4234  ______________________________________________________________________
 DP4234  GEOID HEIGHT    -        -24.659 (meters)                     GEOID18
 DP4234  DYNAMIC HEIGHT  -         26.247 (meters)       86.11  (feet) COMP
 DP4234  MODELED GRAVITY -    979,134.4   (mgal)                       NAVD 88
 DP4234
 DP4234  VERT ORDER      -  SECOND    CLASS I
 DP4234
 DP4234.The horizontal coordinates were established by autonomous hand held GPS
 DP4234.observations and have an estimated accuracy of +/- 10 meters.
 DP4234
 DP4234.The orthometric height was determined by differential leveling and
 DP4234.adjusted by the NATIONAL GEODETIC SURVEY
 DP4234.in August 2014.
 DP4234
 DP4234.No vertical observational check was made to the station.
 DP4234
 DP4234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4234.GEOID18 height accuracy estimate available here.
 DP4234
 DP4234.Click photographs - Photos may exist for this station.
 DP4234
 DP4234.The dynamic height is computed by dividing the NAVD 88
 DP4234.geopotential number by the normal gravity value computed on the
 DP4234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4234.degrees latitude (g = 980.6199 gals.).
 DP4234
 DP4234.The modeled gravity was interpolated from observed gravity values.
 DP4234
 DP4234;                    North         East    Units  Estimated Accuracy
 DP4234;SPC FL W     -   336,018.      199,299.      MT  (+/- 10 meters HH2 GPS)
 DP4234
 DP4234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0040527438(NAD 83)
 DP4234
 DP4234                          SUPERSEDED SURVEY CONTROL
 DP4234
 DP4234.No superseded survey control is available for this station.
 DP4234
 DP4234_MARKER: DD = SURVEY DISK
 DP4234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4234_STAMPING: 24006 B 2008
 DP4234_MARK LOGO: SWFWMD
 DP4234_PROJECTION: FLUSH
 DP4234_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4234+STABILITY: SURFACE MOTION
 DP4234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4234+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 DP4234
 DP4234  HISTORY     - Date     Condition        Report By
 DP4234  HISTORY     - 20081006 MONUMENTED       SWFWMD
 DP4234  HISTORY     - 20130814 GOOD             FLDEP
 DP4234
 DP4234                          STATION DESCRIPTION
 DP4234
 DP4234'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4234'THE MARK IS ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF MYAKKA HEAD, 7.2
 DP4234'MI (11.6 KM) EAST-NORTHEAST OF EDGEVILLE, 6.6 MI (10.6 KM) WEST OF
 DP4234'LIMESTONE, IN SECTION 9, TOWNSHIP 36 SOUTH, RANGE 23 EAST.  A KEY CAN
 DP4234'BE OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT.
 DP4234'
 DP4234'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DP4234'ROAD 64 IN ZOLFO SPRINGS, GO WEST ON STATE ROAD 64 FOR 7.6 MI (12.2
 DP4234'KM) TO THE INTERSECTION OF COUNTY ROAD 663.  TURN LEFT ON COUNTY ROAD
 DP4234'663 AND GO SOUTH FOR 4.95 MI (8.0 KM) TO THE INTERSECTION OF GOOSE
 DP4234'POND ROAD ON THE RIGHT AND BRIDGES ROAD ON THE LEFT.  CONTINUE SOUTH
 DP4234'ON COUNTY ROAD 663 FOR 3.05 MI (4.9 KM) TO THE INTERSECTION OF COUNTY
 DP4234'ROAD 665.  TURN RIGHT ON COUNTY ROAD 665 AND GO WEST FOR 4.1 MI (6.6
 DP4234'KM) TO THE Y-JUNCTION OF PINE LEVEL ROAD GOING SOUTH AND ROBERTS ROAD
 DP4234'GOING WEST.  TURN LEFT ON ROBERTS ROAD AND GO WEST FOR 1.5 MI (2.4 KM)
 DP4234'TO A DIM DIRT ROAD WITH A LOCKED GATE ON THE LEFT, PASSING THROUGH THE
 DP4234'GATE, GO SOUTH FOR ABOUT 42.0 FT (12.8 M) TO THE MARK, SET IN THE TOP
 DP4234'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH
 DP4234'ROBERTS ROAD.
 DP4234'
 DP4234'LOCATED 69.4 FT (21.2 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DP4234'OF ROBERTS ROAD, 69.2 FT (21.1 M) NORTH-NORTHEAST OF SURVEY MARK 24006
 DP4234'A, 42.6 FT (13.0 M) SOUTH-SOUTHWEST OF THE CENTER OF THE METAL ACCESS
 DP4234'GATE TO THE WELL FIELD, 2.0 FT (0.6 M) NORTHEAST OF THE NORTHERN MOST
 DP4234'WATER WELL AND 0.5 FT (15 CM) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4235 ***********************************************************************
 DP4235  DESIGNATION -  24014 A
 DP4235  PID         -  DP4235
 DP4235  STATE/COUNTY-  FL/HARDEE
 DP4235  COUNTRY     -  US
 DP4235  USGS QUAD   -  CREWSVILLE (2018)
 DP4235
 DP4235                         *CURRENT SURVEY CONTROL
 DP4235  ______________________________________________________________________
 DP4235* NAD 83(1986) POSITION- 27 25 44.4    (N) 081 35 21.4    (W)   HD_HELD2
 DP4235* NAVD 88 ORTHO HEIGHT -    26.794 (meters)       87.91  (feet) ADJUSTED
 DP4235  ______________________________________________________________________
 DP4235  GEOID HEIGHT    -        -25.372 (meters)                     GEOID18
 DP4235  DYNAMIC HEIGHT  -         26.754 (meters)       87.78  (feet) COMP
 DP4235  MODELED GRAVITY -    979,130.2   (mgal)                       NAVD 88
 DP4235
 DP4235  VERT ORDER      -  SECOND    CLASS I
 DP4235
 DP4235.The horizontal coordinates were established by autonomous hand held GPS
 DP4235.observations and have an estimated accuracy of +/- 10 meters.
 DP4235
 DP4235.The orthometric height was determined by differential leveling and
 DP4235.adjusted by the NATIONAL GEODETIC SURVEY
 DP4235.in August 2014.
 DP4235
 DP4235.No vertical observational check was made to the station.
 DP4235
 DP4235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4235.GEOID18 height accuracy estimate available here.
 DP4235
 DP4235.Click photographs - Photos may exist for this station.
 DP4235
 DP4235.The dynamic height is computed by dividing the NAVD 88
 DP4235.geopotential number by the normal gravity value computed on the
 DP4235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4235.degrees latitude (g = 980.6199 gals.).
 DP4235
 DP4235.The modeled gravity was interpolated from observed gravity values.
 DP4235
 DP4235;                    North         East    Units  Estimated Accuracy
 DP4235;SPC FL W     -   343,004.      240,608.      MT  (+/- 10 meters HH2 GPS)
 DP4235
 DP4235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4175734090(NAD 83)
 DP4235
 DP4235                          SUPERSEDED SURVEY CONTROL
 DP4235
 DP4235.No superseded survey control is available for this station.
 DP4235
 DP4235_MARKER: DD = SURVEY DISK
 DP4235_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4235_STAMPING: 24014 A 2013
 DP4235_MARK LOGO: SWFWMD
 DP4235_PROJECTION: PROJECTING 8 CENTIMETERS
 DP4235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4235+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2013
 DP4235_ROD/PIPE-DEPTH: 19.8 meters
 DP4235
 DP4235  HISTORY     - Date     Condition        Report By
 DP4235  HISTORY     - 20130622 MONUMENTED       FLDEP
 DP4235
 DP4235                          STATION DESCRIPTION
 DP4235
 DP4235'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4235'THE MARK IS ABOUT 10.2 MI (16.4 KM) WEST-SOUTHWEST OF SEBRING, 7.1 MI
 DP4235'(11.4 KM) EAST OF SWEETWATER, 0.8 MI (1.3 KM) NORTH-NORTHWEST OF
 DP4235'CREWSVILLE, IN SECTION 14, TOWNSHIP 35 SOUTH, RANGE 27 EAST.
 DP4235'
 DP4235'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP4235'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO WEST ON STATE
 DP4235'ROAD 66 FOR 6.25 MI (10.1 KM) TO THE JUNCTION OF COUNTY ROAD 635 ON
 DP4235'THE RIGHT, CONTINUE WEST ON STATE ROAD 66 FOR 4.5 MI (7.2 KM) TO THE
 DP4235'INTERSECTION OF PARNELL ROAD ON THE RIGHT AND CREWSVILLE ROAD ON THE
 DP4235'LEFT, CONTINUE WEST ON STATE ROAD 66 FOR 0.35 MI (0.6 KM) TO THE MARK
 DP4235'ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 65.0 FT
 DP4235'(19.8 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DP4235'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 2.0 FT (0.6
 DP4235'M) BELOW THE LEVEL OF STATE ROAD 66.
 DP4235'
 DP4235'LOCATED 124.0 FT (37.8 M) EAST OF THE EASTERN MOST WATER WELL, 33.6 FT
 DP4235'(10.2 M) NORTH-NORTHEAST OF THE BARB WIRE FENCE, 33.2 FT (10.1 M)
 DP4235'NORTH-NORTHEAST OF A CARSONITE WITNESS POST, 28.2 FT (8.6 M)
 DP4235'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 66 AND
 DP4235'11.0 FT (3.4 M) SOUTH-SOUTHWEST OF THE EDGE OF THE PAVEMENT OF STATE
 DP4235'ROAD 66.
 DP4235'
 DP4235'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4235'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4236 ***********************************************************************
 DP4236  DESIGNATION -  24014 B
 DP4236  PID         -  DP4236
 DP4236  STATE/COUNTY-  FL/HARDEE
 DP4236  COUNTRY     -  US
 DP4236  USGS QUAD   -  CREWSVILLE (2018)
 DP4236
 DP4236                         *CURRENT SURVEY CONTROL
 DP4236  ______________________________________________________________________
 DP4236* NAD 83(1986) POSITION- 27 25 44.8    (N) 081 35 22.9    (W)   HD_HELD2
 DP4236* NAVD 88 ORTHO HEIGHT -    26.175 (meters)       85.88  (feet) ADJUSTED
 DP4236  ______________________________________________________________________
 DP4236  GEOID HEIGHT    -        -25.372 (meters)                     GEOID18
 DP4236  DYNAMIC HEIGHT  -         26.136 (meters)       85.75  (feet) COMP
 DP4236  MODELED GRAVITY -    979,130.2   (mgal)                       NAVD 88
 DP4236
 DP4236  VERT ORDER      -  SECOND    CLASS I
 DP4236
 DP4236.The horizontal coordinates were established by autonomous hand held GPS
 DP4236.observations and have an estimated accuracy of +/- 10 meters.
 DP4236
 DP4236.The orthometric height was determined by differential leveling and
 DP4236.adjusted by the NATIONAL GEODETIC SURVEY
 DP4236.in August 2014.
 DP4236
 DP4236.No vertical observational check was made to the station.
 DP4236
 DP4236.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4236.GEOID18 height accuracy estimate available here.
 DP4236
 DP4236.Click photographs - Photos may exist for this station.
 DP4236
 DP4236.The dynamic height is computed by dividing the NAVD 88
 DP4236.geopotential number by the normal gravity value computed on the
 DP4236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4236.degrees latitude (g = 980.6199 gals.).
 DP4236
 DP4236.The modeled gravity was interpolated from observed gravity values.
 DP4236
 DP4236;                    North         East    Units  Estimated Accuracy
 DP4236;SPC FL W     -   343,017.      240,567.      MT  (+/- 10 meters HH2 GPS)
 DP4236
 DP4236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4171634102(NAD 83)
 DP4236
 DP4236                          SUPERSEDED SURVEY CONTROL
 DP4236
 DP4236.No superseded survey control is available for this station.
 DP4236
 DP4236_MARKER: DD = SURVEY DISK
 DP4236_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4236_STAMPING: 24014 B 2013
 DP4236_MARK LOGO: SWFWMD
 DP4236_PROJECTION: PROJECTING 5 CENTIMETERS
 DP4236_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4236+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2013
 DP4236_ROD/PIPE-DEPTH: 16.8 meters
 DP4236
 DP4236  HISTORY     - Date     Condition        Report By
 DP4236  HISTORY     - 20130622 MONUMENTED       FLDEP
 DP4236
 DP4236                          STATION DESCRIPTION
 DP4236
 DP4236'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4236'THE MARK IS ABOUT 10.2 MI (16.4 KM) WEST-SOUTHWEST OF SEBRING, 7.1 MI
 DP4236'(11.4 KM) EAST OF SWEETWATER, 0.8 MI (1.3 KM) NORTH-NORTHWEST OF
 DP4236'CREWSVILLE, IN SECTION 14, TOWNSHIP 35 SOUTH, RANGE 27 EAST.
 DP4236'
 DP4236'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP4236'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO WEST ON STATE
 DP4236'ROAD 66 FOR 6.25 MI (10.1 KM) TO THE JUNCTION OF COUNTY ROAD 635 ON
 DP4236'THE RIGHT, CONTINUE WEST ON STATE ROAD 66 FOR 4.5 MI (7.2 KM) TO THE
 DP4236'INTERSECTION OF PARNELL ROAD ON THE RIGHT AND CREWSVILLE ROAD ON THE
 DP4236'LEFT, CONTINUE WEST ON STATE ROAD 66 FOR 0.4 MI (0.6 KM) TO THE MARK
 DP4236'ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 55.0 FT
 DP4236'(16.8 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DP4236'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 5.0 FT (1.5
 DP4236'M) BELOW THE LEVEL OF STATE ROAD 66.
 DP4236'
 DP4236'LOCATED 124.0 FT (37.8 M) WEST OF SURVEY MARK 24014 A, 57.7 FT (17.6
 DP4236'M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 66,
 DP4236'41.0 FT (12.5 M) SOUTH-SOUTHWEST OF THE EDGE OF THE PAVEMENT OF STATE
 DP4236'ROAD 66, 17.6 FT (5.4 M) WEST OF THE EASTERN MOST WATER WELL, 4.4 FT
 DP4236'(1.3 M) NORTH-NORTHEAST OF THE BARB WIRE FENCE AND 4.0 FT (1.2 M)
 DP4236'NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DP4236'
 DP4236'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4236'IS FACTORY INSTALLED IN THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2691 ***********************************************************************
 DP2691  DESIGNATION -  24032 A
 DP2691  PID         -  DP2691
 DP2691  STATE/COUNTY-  FL/DE SOTO
 DP2691  COUNTRY     -  US
 DP2691  USGS QUAD   -  MURDOCK NE (2018)
 DP2691
 DP2691                         *CURRENT SURVEY CONTROL
 DP2691  ______________________________________________________________________
 DP2691* NAD 83(1986) POSITION- 27 07 35.7    (N) 082 02 48.1    (W)   HD_HELD2
 DP2691* NAVD 88 ORTHO HEIGHT -    10.926 (meters)       35.85  (feet) ADJUSTED
 DP2691  ______________________________________________________________________
 DP2691  GEOID HEIGHT    -        -24.272 (meters)                     GEOID18
 DP2691  DYNAMIC HEIGHT  -         10.910 (meters)       35.79  (feet) COMP
 DP2691  MODELED GRAVITY -    979,120.4   (mgal)                       NAVD 88
 DP2691
 DP2691  VERT ORDER      -  SECOND    CLASS I
 DP2691
 DP2691.The horizontal coordinates were established by autonomous hand held GPS
 DP2691.observations and have an estimated accuracy of +/- 10 meters.
 DP2691
 DP2691.The orthometric height was determined by differential leveling and
 DP2691.adjusted by the NATIONAL GEODETIC SURVEY
 DP2691.in July 2014.
 DP2691
 DP2691.No vertical observational check was made to the station.
 DP2691
 DP2691.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2691.GEOID18 height accuracy estimate available here.
 DP2691
 DP2691.Click photographs - Photos may exist for this station.
 DP2691
 DP2691.The dynamic height is computed by dividing the NAVD 88
 DP2691.geopotential number by the normal gravity value computed on the
 DP2691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2691.degrees latitude (g = 980.6199 gals.).
 DP2691
 DP2691.The modeled gravity was interpolated from observed gravity values.
 DP2691
 DP2691;                    North         East    Units  Estimated Accuracy
 DP2691;SPC FL W     -   309,430.      195,371.      MT  (+/- 10 meters HH2 GPS)
 DP2691
 DP2691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9626500887(NAD 83)
 DP2691
 DP2691                          SUPERSEDED SURVEY CONTROL
 DP2691
 DP2691.No superseded survey control is available for this station.
 DP2691
 DP2691_MARKER: DD = SURVEY DISK
 DP2691_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2691_STAMPING: 24032 A 2008
 DP2691_MARK LOGO: SWFWMD
 DP2691_PROJECTION: PROJECTING 3 CENTIMETERS
 DP2691_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2691+STABILITY: SURFACE MOTION
 DP2691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2691+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2013
 DP2691_ROD/PIPE-DEPTH: 3.0 meters
 DP2691
 DP2691  HISTORY     - Date     Condition        Report By
 DP2691  HISTORY     - 20080617 MONUMENTED       SWFWMD
 DP2691  HISTORY     - 20131205 GOOD             FLDEP
 DP2691
 DP2691                          STATION DESCRIPTION
 DP2691
 DP2691'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2691'THE MARK IS ABOUT 10.4 MI (16.7 KM) WEST-SOUTHWEST OF NOCATEE, 10.0 MI
 DP2691'(16.1 KM) NORTHEAST OF MURDOCK, 6.4 MI (10.3 KM) WEST-NORTHWEST OF
 DP2691'FORT OGDEN, IN SECTION 31, TOWNSHIP 38 SOUTH, RANGE 23 EAST.  NOTE A
 DP2691'KEY CAN BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT
 DP2691'DISTRICT.
 DP2691'
 DP2691'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND COUNTY
 DP2691'ROAD 769 ABOUT 6.4 MI (10.3 KM) WEST OF ARCADIA, GO SOUTH ON COUNTY
 DP2691'ROAD 769 FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF COUNTY ROAD 760 ON THE
 DP2691'LEFT.  CONTINUE SOUTH ON COUNTY ROAD 769 FOR 5.45 MI (8.8 KM) TO THE
 DP2691'INTERSECTION OF SOUTHWEST JERNIGAN STREET.  TURN RIGHT ON SOUTHWEST
 DP2691'JERNIGAN STREET AND GO WEST AND SOUTH FOR 1.0 MI (1.6 KM) TO THE END
 DP2691'OF SOUTHWEST JERNIGAN STREET TO A LOCKED GATE, PASSING THROUGH THE
 DP2691'LOCKED GATE CONTINUE SOUTH FOR APPROXIMATELY 175.0 FT (53.3 M) TO THE
 DP2691'JUNCTION OF A DIRT ROAD ON THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND
 DP2691'GO WEST-NORTHWEST FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF A DIRT ROAD
 DP2691'ON THE LEFT AND THE MARK, AN ALUMINUM ROD DRIVEN TO THE DEPTH OF 10.0
 DP2691'FT (3.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP2691'ROUND CONCRETE MONUMENT UNKNOWN DEPTH, PROJECTING 0.1 FT (3 CM) ABOVE
 DP2691'THE LEVEL OF THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DP2691'
 DP2691'LOCATED 162.0 FT (49.4 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DP2691'OF THE DIRT ROAD, 115.8 FT (35.3 M) SOUTHEAST OF SURVEY MARK 24032 B,
 DP2691'29.0 FT (8.8 M) NORTH-NORTHEAST OF A 20-INCH (51 CM) PINE TREE, 2.6 FT
 DP2691'(0.8 M) NORTH OF A WATER MONITORING WELL SHAFT AND 1.5 FT (0.5 M) EAST
 DP2691'OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2692 ***********************************************************************
 DP2692  DESIGNATION -  24032 B
 DP2692  PID         -  DP2692
 DP2692  STATE/COUNTY-  FL/DE SOTO
 DP2692  COUNTRY     -  US
 DP2692  USGS QUAD   -  MURDOCK NE (2018)
 DP2692
 DP2692                         *CURRENT SURVEY CONTROL
 DP2692  ______________________________________________________________________
 DP2692* NAD 83(1986) POSITION- 27 07 36.5    (N) 082 02 49.0    (W)   HD_HELD2
 DP2692* NAVD 88 ORTHO HEIGHT -    11.086 (meters)       36.37  (feet) ADJUSTED
 DP2692  ______________________________________________________________________
 DP2692  GEOID HEIGHT    -        -24.273 (meters)                     GEOID18
 DP2692  DYNAMIC HEIGHT  -         11.070 (meters)       36.32  (feet) COMP
 DP2692  MODELED GRAVITY -    979,120.4   (mgal)                       NAVD 88
 DP2692
 DP2692  VERT ORDER      -  SECOND    CLASS I
 DP2692
 DP2692.The horizontal coordinates were established by autonomous hand held GPS
 DP2692.observations and have an estimated accuracy of +/- 10 meters.
 DP2692
 DP2692.The orthometric height was determined by differential leveling and
 DP2692.adjusted by the NATIONAL GEODETIC SURVEY
 DP2692.in July 2014.
 DP2692
 DP2692.No vertical observational check was made to the station.
 DP2692
 DP2692.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2692.GEOID18 height accuracy estimate available here.
 DP2692
 DP2692.Click photographs - Photos may exist for this station.
 DP2692
 DP2692.The dynamic height is computed by dividing the NAVD 88
 DP2692.geopotential number by the normal gravity value computed on the
 DP2692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2692.degrees latitude (g = 980.6199 gals.).
 DP2692
 DP2692.The modeled gravity was interpolated from observed gravity values.
 DP2692
 DP2692;                    North         East    Units  Estimated Accuracy
 DP2692;SPC FL W     -   309,455.      195,346.      MT  (+/- 10 meters HH2 GPS)
 DP2692
 DP2692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9624000912(NAD 83)
 DP2692
 DP2692                          SUPERSEDED SURVEY CONTROL
 DP2692
 DP2692.No superseded survey control is available for this station.
 DP2692
 DP2692_MARKER: DD = SURVEY DISK
 DP2692_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2692_STAMPING: 24032 B 2008
 DP2692_MARK LOGO: SWFWMD
 DP2692_PROJECTION: RECESSED 5 CENTIMETERS
 DP2692_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2692+STABILITY: SURFACE MOTION
 DP2692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2692+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2013
 DP2692_ROD/PIPE-DEPTH: 3.0 meters
 DP2692
 DP2692  HISTORY     - Date     Condition        Report By
 DP2692  HISTORY     - 20080617 MONUMENTED       SWFWMD
 DP2692  HISTORY     - 20131205 GOOD             FLDEP
 DP2692
 DP2692                          STATION DESCRIPTION
 DP2692
 DP2692'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2692'THE MARK IS ABOUT 10.4 MI (16.7 KM) WEST-SOUTHWEST OF NOCATEE, 10.0 MI
 DP2692'(16.1 KM) NORTHEAST OF MURDOCK, 6.4 MI (10.3 KM) WEST-NORTHWEST OF
 DP2692'FORT OGDEN, IN SECTION 31, TOWNSHIP 38 SOUTH, RANGE 23 EAST.  NOTE A
 DP2692'KEY CAN BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT
 DP2692'DISTRICT.
 DP2692'
 DP2692'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND COUNTY
 DP2692'ROAD 769 ABOUT 6.4 MI (10.3 KM) WEST OF ARCADIA, GO SOUTH ON COUNTY
 DP2692'ROAD 769 FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF COUNTY ROAD 760 ON THE
 DP2692'LEFT.  CONTINUE SOUTH ON COUNTY ROAD 769 FOR 5.45 MI (8.8 KM) TO THE
 DP2692'INTERSECTION OF SOUTHWEST JERNIGAN STREET.  TURN RIGHT ON SOUTHWEST
 DP2692'JERNIGAN STREET AND GO WEST AND SOUTH FOR 1.0 MI (1.6 KM) TO THE END
 DP2692'OF SOUTHWEST JERNIGAN STREET TO A LOCKED GATE, PASSING THROUGH THE
 DP2692'LOCKED GATE CONTINUE SOUTH FOR APPROXIMATELY 175.0 FT (53.3 M) TO THE
 DP2692'JUNCTION OF A DIRT ROAD ON THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND
 DP2692'GO WEST-NORTHWEST FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF A DIRT ROAD
 DP2692'ON THE LEFT AND THE MARK, AN ALUMINUM ROD DRIVEN TO THE DEPTH OF 10.0
 DP2692'FT (3.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP2692'ROUND CONCRETE MONUMENT UNKNOWN DEPTH, RECESSED 0.2 FT (6 CM) BELOW
 DP2692'THE LEVEL OF THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DP2692'
 DP2692'LOCATED 115.8 FT (35.3 M) NORTH-NORTHWEST OF SURVEY MARK 24032 A, 30.0
 DP2692'FT (9.1 M) SOUTHWEST OF A WATER MONITORING WELL SHAFT A2, 21.2 FT (6.5
 DP2692'M) NORTHWEST OF A WATER MONITORING WELL SHAFT A4, 10.2 FT (3.1 M)
 DP2692'NORTHWEST OF A 3-INCH (8 CM) GALVANIZED POLE WITH A SOLAR PANEL
 DP2692'ATTACHED AND 0.8 FT (24 CM) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4763 ***********************************************************************
 DP4763  DESIGNATION -  24035
 DP4763  PID         -  DP4763
 DP4763  STATE/COUNTY-  FL/DE SOTO
 DP4763  COUNTRY     -  US
 DP4763  USGS QUAD   -  NOCATEE (2018)
 DP4763
 DP4763                         *CURRENT SURVEY CONTROL
 DP4763  ______________________________________________________________________
 DP4763* NAD 83(1986) POSITION- 27 09 16.0    (N) 081 58 03.1    (W)   HD_HELD2
 DP4763* NAVD 88 ORTHO HEIGHT -     4.988 (meters)       16.36  (feet) ADJUSTED
 DP4763  ______________________________________________________________________
 DP4763  GEOID HEIGHT    -        -24.379 (meters)                     GEOID18
 DP4763  DYNAMIC HEIGHT  -          4.980 (meters)       16.34  (feet) COMP
 DP4763  MODELED GRAVITY -    979,121.8   (mgal)                       NAVD 88
 DP4763
 DP4763  VERT ORDER      -  FIRST     CLASS II
 DP4763
 DP4763.The horizontal coordinates were established by autonomous hand held GPS
 DP4763.observations and have an estimated accuracy of +/- 10 meters.
 DP4763
 DP4763.The orthometric height was determined by differential leveling and
 DP4763.adjusted by the NATIONAL GEODETIC SURVEY
 DP4763.in February 2015.
 DP4763
 DP4763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4763.GEOID18 height accuracy estimate available here.
 DP4763
 DP4763.Click photographs - Photos may exist for this station.
 DP4763
 DP4763.The dynamic height is computed by dividing the NAVD 88
 DP4763.geopotential number by the normal gravity value computed on the
 DP4763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4763.degrees latitude (g = 980.6199 gals.).
 DP4763
 DP4763.The modeled gravity was interpolated from observed gravity values.
 DP4763
 DP4763;                    North         East    Units  Estimated Accuracy
 DP4763;SPC FL W     -   312,517.      203,218.      MT  (+/- 10 meters HH2 GPS)
 DP4763
 DP4763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0413503911(NAD 83)
 DP4763
 DP4763                          SUPERSEDED SURVEY CONTROL
 DP4763
 DP4763.No superseded survey control is available for this station.
 DP4763
 DP4763_MARKER: DD = SURVEY DISK
 DP4763_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4763_STAMPING: 24035 2013
 DP4763_MARK LOGO: SFLWMD
 DP4763_PROJECTION: RECESSED 5 CENTIMETERS
 DP4763_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4763+STABILITY: SURFACE MOTION
 DP4763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4763+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2013
 DP4763_ROD/PIPE-DEPTH: 12.1 meters
 DP4763
 DP4763  HISTORY     - Date     Condition        Report By
 DP4763  HISTORY     - 20131220 MONUMENTED       FLDEP
 DP4763
 DP4763                          STATION DESCRIPTION
 DP4763
 DP4763'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4763'THE MARK IS ABOUT 7.9 MI (12.7 KM) WEST-SOUTHWEST OF ARCADIA, 5.3 MI
 DP4763'(8.5 KM) WEST OF NOCATEE, 4.7 MI (7.6 KM) NORTH OF FORT OGDEN, IN
 DP4763'SECTION 24, TOWNSHIP 38 SOUTH, RANGE 23 EAST.
 DP4763'
 DP4763'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 72 AND COUNTY ROAD
 DP4763'769 ABOUT 6.4 MI (10.3 KM) WEST OF ARCADIA, GO SOUTH ON COUNTY ROAD
 DP4763'769 FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF COUNTY ROAD 760 ON THE
 DP4763'LEFT.  CONTINUE SOUTH ON COUNTY ROAD 769 FOR 1.2 MI (1.9 KM) TO THE
 DP4763'HORSE CREEK BRIDGE AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DP4763'REFUSAL AT A DEPTH OF 39.7 FT (12.1 M) WITH A SURVEY DISK SET ON THE
 DP4763'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP4763'M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 7.0
 DP4763'FT (2.1 M) BELOW THE LEVEL OF COUNTY ROAD 769.
 DP4763'
 DP4763'LOCATED 63.5 FT (19.4 M) SOUTH-SOUTHWEST OF A STAFF GAUGE, 47.5 FT
 DP4763'(14.5 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY 769,
 DP4763'35.5 FT (10.8 M) SOUTH-SOUTHEAST OF A STEEL BRIDGE GUARD RAIL, 1.4 FT
 DP4763'(0.4 M) NORTH-NORTHWEST OF A 3.5 FT (1.1 M) TALL BARB WIRE FENCE AND
 DP4763'1.2 FT (0.4 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 DP4763'
 DP4763'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4763'IS FACTORY INSTALLED INSIDE OF THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4767 ***********************************************************************
 DP4767  DESIGNATION -  24043 A
 DP4767  PID         -  DP4767
 DP4767  STATE/COUNTY-  FL/DE SOTO
 DP4767  COUNTRY     -  US
 DP4767  USGS QUAD   -  NOCATEE (2018)
 DP4767
 DP4767                         *CURRENT SURVEY CONTROL
 DP4767  ______________________________________________________________________
 DP4767* NAD 83(1986) POSITION- 27 10 28.3    (N) 081 58 35.6    (W)   HD_HELD2
 DP4767* NAVD 88 ORTHO HEIGHT -     6.538 (meters)       21.45  (feet) ADJUSTED
 DP4767  ______________________________________________________________________
 DP4767  GEOID HEIGHT    -        -24.397 (meters)                     GEOID18
 DP4767  DYNAMIC HEIGHT  -          6.528 (meters)       21.42  (feet) COMP
 DP4767  MODELED GRAVITY -    979,123.6   (mgal)                       NAVD 88
 DP4767
 DP4767  VERT ORDER      -  FIRST     CLASS II
 DP4767
 DP4767.The horizontal coordinates were established by autonomous hand held GPS
 DP4767.observations and have an estimated accuracy of +/- 10 meters.
 DP4767
 DP4767.The orthometric height was determined by differential leveling and
 DP4767.adjusted by the NATIONAL GEODETIC SURVEY
 DP4767.in February 2015.
 DP4767
 DP4767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4767.GEOID18 height accuracy estimate available here.
 DP4767
 DP4767.Click photographs - Photos may exist for this station.
 DP4767
 DP4767.The dynamic height is computed by dividing the NAVD 88
 DP4767.geopotential number by the normal gravity value computed on the
 DP4767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4767.degrees latitude (g = 980.6199 gals.).
 DP4767
 DP4767.The modeled gravity was interpolated from observed gravity values.
 DP4767
 DP4767;                    North         East    Units  Estimated Accuracy
 DP4767;SPC FL W     -   314,742.      202,323.      MT  (+/- 10 meters HH2 GPS)
 DP4767
 DP4767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0325806142(NAD 83)
 DP4767
 DP4767                          SUPERSEDED SURVEY CONTROL
 DP4767
 DP4767.No superseded survey control is available for this station.
 DP4767
 DP4767_MARKER: DD = SURVEY DISK
 DP4767_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4767_STAMPING: 24043 A 2008
 DP4767_MARK LOGO: SWFWMD
 DP4767_PROJECTION: FLUSH
 DP4767_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4767+STABILITY: SURFACE MOTION
 DP4767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4767+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2014
 DP4767_ROD/PIPE-DEPTH: 3.0 meters
 DP4767
 DP4767  HISTORY     - Date     Condition        Report By
 DP4767  HISTORY     - UNK      MONUMENTED       SFLWMD
 DP4767  HISTORY     - 20140124 GOOD             FLDEP
 DP4767
 DP4767                          STATION DESCRIPTION
 DP4767
 DP4767'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4767'THE MARK IS ABOUT 7.8 MI (12.6 KM) WEST-SOUTHWEST OF ARCADIA, 6.2 MI
 DP4767'(10.0 KM) NORTH-NORTHWEST OF FORT OGDEN, 5.9 MI (9.5 KM) WEST OF
 DP4767'NOCATEE, IN SECTION 14, TOWNSHIP 38 SOUTH, RANGE 23 EAST.
 DP4767'
 DP4767'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 72 AND COUNTY ROAD
 DP4767'769 ABOUT 6.4 MI (10.3 KM) WEST OF ARCADIA, GO SOUTH ON COUNTY ROAD
 DP4767'769 FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF SOUTHWEST AIRBOAT DRIVE ON
 DP4767'THE LEFT.  CONTINUE SOUTH ON COUNTY ROAD 769 FOR 0.15 MI (0.2 KM) TO
 DP4767'THE JUNCTION OF SOUTHWEST ENVIRONMENTAL LABORATORY STREET ON THE
 DP4767'RIGHT.  TURN RIGHT ON SOUTHWEST ENVIRONMENTAL LABORATORY STREET AND GO
 DP4767'WEST THEN SOUTH FOR 1.05 MI (1.7 KM) M) TO A FORK IN THE ROAD AT
 DP4767'SOUTHWEST ENVIRONMENTAL LABORATORY STREET SOUTHWEST WILDCAT RUN AND A
 DP4767'METAL GATED ENTRANCE TO THE ENVIRONMENTAL LEARNING LABORATORY.  TURN
 DP4767'RIGHT ON SOUTHWEST ENVIRONMENTAL LABORATORY STREET AND GO SOUTHWEST
 DP4767'PASSING THROUGH THE GATED ENTRANCE TO A WELL SITE ON THE LEFT AND THE
 DP4767'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO A DEPTH OF 10.0 FT (3.0 M)
 DP4767'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP4767'CONCRETE MONUMENT, UNKNOWN DEPTH, FLUSH WITH THE GROUND AND LEVEL WITH
 DP4767'SOUTHWEST ENVIRONMENTAL LABORATORY STREET   LOCATED 43.8 FT (13.4 M)
 DP4767'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF ENVIRONMENTAL
 DP4767'LABORATORY STREET, 32.5 FT (9.9 M) SOUTH-SOUTHWEST OF SURVEY MARK
 DP4767'24043 B, 21.6 FT (6.6 M) SOUTH-SOUTHWEST OF A METAL POLE WITH A SOLAR
 DP4767'PANEL ATTACHED, 3.0 FT (0.9 M) WEST-NORTHWEST OF A WATER MONITORING
 DP4767'WELL SHAFT AND 1.3 FT (0.4 M) WEST-NORTHWEST OF A CARSONITE WITNESS
 DP4767'POST.
 DP4767'
 DP4767'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4766 ***********************************************************************
 DP4766  DESIGNATION -  24043 B
 DP4766  PID         -  DP4766
 DP4766  STATE/COUNTY-  FL/DE SOTO
 DP4766  COUNTRY     -  US
 DP4766  USGS QUAD   -  NOCATEE (2018)
 DP4766
 DP4766                         *CURRENT SURVEY CONTROL
 DP4766  ______________________________________________________________________
 DP4766* NAD 83(1986) POSITION- 27 10 28.7    (N) 081 58 35.4    (W)   HD_HELD2
 DP4766* NAVD 88 ORTHO HEIGHT -     6.543 (meters)       21.47  (feet) ADJUSTED
 DP4766  ______________________________________________________________________
 DP4766  GEOID HEIGHT    -        -24.397 (meters)                     GEOID18
 DP4766  DYNAMIC HEIGHT  -          6.533 (meters)       21.43  (feet) COMP
 DP4766  MODELED GRAVITY -    979,123.6   (mgal)                       NAVD 88
 DP4766
 DP4766  VERT ORDER      -  FIRST     CLASS II
 DP4766
 DP4766.The horizontal coordinates were established by autonomous hand held GPS
 DP4766.observations and have an estimated accuracy of +/- 10 meters.
 DP4766
 DP4766.The orthometric height was determined by differential leveling and
 DP4766.adjusted by the NATIONAL GEODETIC SURVEY
 DP4766.in February 2015.
 DP4766
 DP4766.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4766.GEOID18 height accuracy estimate available here.
 DP4766
 DP4766.Click photographs - Photos may exist for this station.
 DP4766
 DP4766.The dynamic height is computed by dividing the NAVD 88
 DP4766.geopotential number by the normal gravity value computed on the
 DP4766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4766.degrees latitude (g = 980.6199 gals.).
 DP4766
 DP4766.The modeled gravity was interpolated from observed gravity values.
 DP4766
 DP4766;                    North         East    Units  Estimated Accuracy
 DP4766;SPC FL W     -   314,754.      202,329.      MT  (+/- 10 meters HH2 GPS)
 DP4766
 DP4766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0326306154(NAD 83)
 DP4766
 DP4766                          SUPERSEDED SURVEY CONTROL
 DP4766
 DP4766.No superseded survey control is available for this station.
 DP4766
 DP4766_MARKER: DD = SURVEY DISK
 DP4766_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4766_STAMPING: 24043 B 2008
 DP4766_MARK LOGO: SWFWMD
 DP4766_PROJECTION: FLUSH
 DP4766_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4766+STABILITY: SURFACE MOTION
 DP4766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4766+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2014
 DP4766_ROD/PIPE-DEPTH: 3.0 meters
 DP4766
 DP4766  HISTORY     - Date     Condition        Report By
 DP4766  HISTORY     - UNK      MONUMENTED       SFLWMD
 DP4766  HISTORY     - 20140124 GOOD             FLDEP
 DP4766
 DP4766                          STATION DESCRIPTION
 DP4766
 DP4766'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4766'THE MARK IS ABOUT 7.8 MI (12.6 KM) WEST-SOUTHWEST OF ARCADIA, 6.2 MI
 DP4766'(10.0 KM) NORTH-NORTHWEST OF FORT OGDEN, 5.9 MI (9.5 KM) WEST OF
 DP4766'NOCATEE, IN SECTION 14, TOWNSHIP 38 SOUTH, RANGE 23 EAST.
 DP4766'
 DP4766'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 72 AND COUNTY ROAD
 DP4766'769 ABOUT 6.4 MI (10.3 KM) WEST OF ARCADIA, GO SOUTH ON COUNTY ROAD
 DP4766'769 FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF SOUTHWEST AIRBOAT DRIVE ON
 DP4766'THE LEFT.  CONTINUE SOUTH ON COUNTY ROAD 769 FOR 0.15 MI (0.2 KM) TO
 DP4766'THE JUNCTION OF SOUTHWEST ENVIRONMENTAL LABORATORY STREET ON THE
 DP4766'RIGHT.  TURN RIGHT ON SOUTHWEST ENVIRONMENTAL LABORATORY STREET AND GO
 DP4766'WEST THEN SOUTH FOR 1.05 MI (1.7 KM) M) TO A FORK IN THE ROAD AT
 DP4766'SOUTHWEST ENVIRONMENTAL LABORATORY STREET SOUTHWEST WILDCAT RUN ROAD
 DP4766'AND A METAL GATED ENTRANCE TO THE ENVIRONMENTAL LEARNING LABORATORY.
 DP4766'TURN RIGHT ON ENVIRONMENTAL LABORATORY STREET AND GO SOUTHWEST PASSING
 DP4766'THROUGH THE GATED ENTRANCE TO A WELL SITE ON THE LEFT AND THE MARK ON
 DP4766'THE LEFT, AN ALUMINUM ROD DRIVEN TO A DEPTH OF 10.0 FT (3.0 M) WITH A
 DP4766'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP4766'MONUMENT, UNKNOWN DEPTH, FLUSH WITH THE GROUND AND LEVEL WITH
 DP4766'SOUTHWEST ENVIRONMENTAL LABORATORY STREET   LOCATED 32.5 FT (9.9 M)
 DP4766'NORTH-NORTHEAST OF SURVEY MARK 24043 A, 19.8 FT (6.0 M)
 DP4766'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF ENVIRONMENTAL
 DP4766'LABORATORY STREET, 10.8 FT (3.3 M) NORTH-NORTHEAST OF A METAL POLE
 DP4766'WITH A SOLAR PANEL ATTACHED, 3.5 FT (1.1 M) EAST OF A WATER MONITORING
 DP4766'WELL SHAFT AND 1.3 FT (0.4 M) WEST-NORTHWEST OF A CARSONITE WITNESS
 DP4766'POST.
 DP4766'
 DP4766'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4764 ***********************************************************************
 DP4764  DESIGNATION -  24049 A
 DP4764  PID         -  DP4764
 DP4764  STATE/COUNTY-  FL/DE SOTO
 DP4764  COUNTRY     -  US
 DP4764  USGS QUAD   -  NOCATEE (2018)
 DP4764
 DP4764                         *CURRENT SURVEY CONTROL
 DP4764  ______________________________________________________________________
 DP4764* NAD 83(1986) POSITION- 27 11 59.3    (N) 081 59 13.3    (W)   HD_HELD2
 DP4764* NAVD 88 ORTHO HEIGHT -    11.030 (meters)       36.19  (feet) ADJUSTED
 DP4764  ______________________________________________________________________
 DP4764  GEOID HEIGHT    -        -24.421 (meters)                     GEOID18
 DP4764  DYNAMIC HEIGHT  -         11.013 (meters)       36.13  (feet) COMP
 DP4764  MODELED GRAVITY -    979,125.6   (mgal)                       NAVD 88
 DP4764
 DP4764  VERT ORDER      -  FIRST     CLASS II
 DP4764
 DP4764.The horizontal coordinates were established by autonomous hand held GPS
 DP4764.observations and have an estimated accuracy of +/- 10 meters.
 DP4764
 DP4764.The orthometric height was determined by differential leveling and
 DP4764.adjusted by the NATIONAL GEODETIC SURVEY
 DP4764.in February 2015.
 DP4764
 DP4764.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4764.GEOID18 height accuracy estimate available here.
 DP4764
 DP4764.Click photographs - Photos may exist for this station.
 DP4764
 DP4764.The dynamic height is computed by dividing the NAVD 88
 DP4764.geopotential number by the normal gravity value computed on the
 DP4764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4764.degrees latitude (g = 980.6199 gals.).
 DP4764
 DP4764.The modeled gravity was interpolated from observed gravity values.
 DP4764
 DP4764;                    North         East    Units  Estimated Accuracy
 DP4764;SPC FL W     -   317,542.      201,285.      MT  (+/- 10 meters HH2 GPS)
 DP4764
 DP4764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0224208950(NAD 83)
 DP4764
 DP4764                          SUPERSEDED SURVEY CONTROL
 DP4764
 DP4764.No superseded survey control is available for this station.
 DP4764
 DP4764_MARKER: DD = SURVEY DISK
 DP4764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP4764_SP_SET: BRIDGE PARAPET
 DP4764_STAMPING: 24049 A
 DP4764_MARK LOGO: FLDT
 DP4764_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4764+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2023
 DP4764
 DP4764  HISTORY     - Date     Condition        Report By
 DP4764  HISTORY     - UNK      MONUMENTED       FLDT
 DP4764  HISTORY     - 20131219 GOOD             FLDEP
 DP4764  HISTORY     - 20230120 GOOD             GEOCAC
 DP4764
 DP4764                          STATION DESCRIPTION
 DP4764
 DP4764'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4764'THE MARK IS ABOUT 8.1 MI (13.0 KM) NORTH-NORTHWEST OF FORT OGDEN, 8.0
 DP4764'MI (12.9 KM) WEST OF ARCADIA, 7.0 MI (11.3 KM) WEST-NORTHWEST OF
 DP4764'NOCATEE, IN SECTION 2, TOWNSHIP 38 SOUTH, RANGE 23 EAST.
 DP4764'
 DP4764'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 70 AND STATE ROAD 72
 DP4764'ABOUT 2.0 MI (3.2 KM) WEST OF ARCADIA, GO SOUTHWEST ON STATE ROAD 72
 DP4764'FOR 6.55 MI (10.5 KM) TO THE HORSE CREEK BRIDGE AND THE MARK ON THE
 DP4764'RIGHT, SET FLUSH IN THE TOP OF THE BRIDGE GUARDRAIL ABOUT 2.7 FT (0.8
 DP4764'M) ABOVE THE LEVEL OF STATE ROAD 72.
 DP4764'
 DP4764'LOCATED 233.0 FT (71.0 M) NORTHEAST OF A U.S.G.S.  STREAM GAUGING
 DP4764'WELL, 23.0 FT (7.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DP4764'ROAD 72, 12.3 FT (3.7 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST
 DP4764'AND 8.9 FT (2.7 M) WEST OF THE NORTHEAST END OF THE CONCRETE
 DP4764'GUARDRAIL.
 DP4764'
 DP4764'NOTE THE MARK IS AN FLDT MARK WITH AN UNKNOWN DATE, STAMPED 24049 A BY
 DP4764'FLDEP ON DECEMBER 19, 2013.
 DP4764
 DP4764                          STATION RECOVERY (2023)
 DP4764
 DP4764'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DP4764'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4765 ***********************************************************************
 DP4765  DESIGNATION -  24049 B
 DP4765  PID         -  DP4765
 DP4765  STATE/COUNTY-  FL/DE SOTO
 DP4765  COUNTRY     -  US
 DP4765  USGS QUAD   -  NOCATEE (2018)
 DP4765
 DP4765                         *CURRENT SURVEY CONTROL
 DP4765  ______________________________________________________________________
 DP4765* NAD 83(1986) POSITION- 27 11 58.8    (N) 081 59 19.2    (W)   HD_HELD2
 DP4765* NAVD 88 ORTHO HEIGHT -    11.310 (meters)       37.11  (feet) ADJUSTED
 DP4765  ______________________________________________________________________
 DP4765  GEOID HEIGHT    -        -24.420 (meters)                     GEOID18
 DP4765  DYNAMIC HEIGHT  -         11.293 (meters)       37.05  (feet) COMP
 DP4765  MODELED GRAVITY -    979,125.5   (mgal)                       NAVD 88
 DP4765
 DP4765  VERT ORDER      -  FIRST     CLASS II
 DP4765
 DP4765.The horizontal coordinates were established by autonomous hand held GPS
 DP4765.observations and have an estimated accuracy of +/- 10 meters.
 DP4765
 DP4765.The orthometric height was determined by differential leveling and
 DP4765.adjusted by the NATIONAL GEODETIC SURVEY
 DP4765.in February 2015.
 DP4765
 DP4765.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4765.GEOID18 height accuracy estimate available here.
 DP4765
 DP4765.Click photographs - Photos may exist for this station.
 DP4765
 DP4765.The dynamic height is computed by dividing the NAVD 88
 DP4765.geopotential number by the normal gravity value computed on the
 DP4765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4765.degrees latitude (g = 980.6199 gals.).
 DP4765
 DP4765.The modeled gravity was interpolated from observed gravity values.
 DP4765
 DP4765;                    North         East    Units  Estimated Accuracy
 DP4765;SPC FL W     -   317,527.      201,123.      MT  (+/- 10 meters HH2 GPS)
 DP4765
 DP4765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0208008936(NAD 83)
 DP4765
 DP4765                          SUPERSEDED SURVEY CONTROL
 DP4765
 DP4765.No superseded survey control is available for this station.
 DP4765
 DP4765_MARKER: DD = SURVEY DISK
 DP4765_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP4765_SP_SET: BRIDGE PARAPET
 DP4765_STAMPING: 24049 B
 DP4765_MARK LOGO: FLDT
 DP4765_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4765+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2023
 DP4765
 DP4765  HISTORY     - Date     Condition        Report By
 DP4765  HISTORY     - UNK      MONUMENTED       FLDT
 DP4765  HISTORY     - 20131219 GOOD             FLDEP
 DP4765  HISTORY     - 20230120 GOOD             GEOCAC
 DP4765
 DP4765                          STATION DESCRIPTION
 DP4765
 DP4765'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4765'THE MARK IS ABOUT 8.1 MI (13.0 KM) NORTH-NORTHWEST OF FORT OGDEN, 8.0
 DP4765'MI (12.9 KM) WEST OF ARCADIA, 7.0 MI (11.3 KM) WEST-NORTHWEST OF
 DP4765'NOCATEE, IN SECTION 2, TOWNSHIP 38 SOUTH, RANGE 23 EAST.
 DP4765'
 DP4765'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 70 AND STATE ROAD 72
 DP4765'ABOUT 2.0 MI (3.2 KM) WEST OF ARCADIA, GO SOUTHWEST ON STATE ROAD 72
 DP4765'FOR 6.65 MI (10.7 KM) TO THE HORSE CREEK BRIDGE AND THE MARK ON THE
 DP4765'LEFT, SET FLUSH IN THE TOP OF THE BRIDGE GUARDRAIL ABOUT 2.7 FT (0.8
 DP4765'M) ABOVE THE LEVEL OF STATE ROAD 72.
 DP4765'
 DP4765'LOCATED 233.0 FT (71.0 M) NORTHEAST OF A U.S.G.S.  STREAM GAUGING
 DP4765'WELL, 23.0 FT (7.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE
 DP4765'ROAD 72, 12.3 FT (3.7 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST
 DP4765'AND 8.9 FT (2.7 M) EAST OF THE SOUTHWEST END OF A CONCRETE GUARDRAIL.
 DP4765'
 DP4765'NOTE THE MARK IS AN FLDT MARK WITH AN UNKNOWN DATE, STAMPED 24049 A BY
 DP4765'FLDEP ON DECEMBER 19, 2013.
 DP4765
 DP4765                          STATION RECOVERY (2023)
 DP4765
 DP4765'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DP4765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0075 ***********************************************************************
 AL0075  DESIGNATION -  241
 AL0075  PID         -  AL0075
 AL0075  STATE/COUNTY-  FL/PINELLAS
 AL0075  COUNTRY     -  US
 AL0075  USGS QUAD   -  OLDSMAR (2018)
 AL0075
 AL0075                         *CURRENT SURVEY CONTROL
 AL0075  ______________________________________________________________________
 AL0075* NAD 83(1986) POSITION- 28 06 07.     (N) 082 44 23.     (W)   SCALED
 AL0075* NAVD 88 ORTHO HEIGHT -     5.224 (meters)       17.14  (feet) ADJUSTED
 AL0075  ______________________________________________________________________
 AL0075  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 AL0075  DYNAMIC HEIGHT  -          5.217 (meters)       17.12  (feet) COMP
 AL0075  MODELED GRAVITY -    979,192.0   (mgal)                       NAVD 88
 AL0075
 AL0075  VERT ORDER      -  SECOND    CLASS II
 AL0075
 AL0075.The horizontal coordinates were scaled from a map and have
 AL0075.an estimated accuracy of +/- 6 seconds.
 AL0075
 AL0075.The orthometric height was determined by differential leveling and
 AL0075.adjusted by the NATIONAL GEODETIC SURVEY
 AL0075.in June 1991.
 AL0075
 AL0075.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0075.GEOID18 height accuracy estimate available here.
 AL0075
 AL0075.Click photographs - Photos may exist for this station.
 AL0075
 AL0075.The dynamic height is computed by dividing the NAVD 88
 AL0075.geopotential number by the normal gravity value computed on the
 AL0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0075.degrees latitude (g = 980.6199 gals.).
 AL0075
 AL0075.The modeled gravity was interpolated from observed gravity values.
 AL0075
 AL0075;                    North         East    Units  Estimated Accuracy
 AL0075;SPC FL W     -   417,730.      127,310.      MT  (+/- 180 meters Scaled)
 AL0075
 AL0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290097(NAD 83)
 AL0075
 AL0075                          SUPERSEDED SURVEY CONTROL
 AL0075
 AL0075  NGVD 29 (??/??/92)    5.484  (m)           17.99   (f) ADJ UNCH    2 2
 AL0075
 AL0075.Superseded values are not recommended for survey control.
 AL0075
 AL0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0075.See file dsdata.pdf to determine how the superseded data were derived.
 AL0075
 AL0075_MARKER: DD = SURVEY DISK
 AL0075_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0075_SP_SET: CULVERT HEADWALL
 AL0075_STAMPING: 241
 AL0075_MARK LOGO: FLSRD
 AL0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0075+STABILITY: SURFACE MOTION
 AL0075
 AL0075  HISTORY     - Date     Condition        Report By
 AL0075  HISTORY     - UNK      MONUMENTED       FLHD
 AL0075  HISTORY     - 1976     GOOD             FLDT
 AL0075  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0075
 AL0075                          STATION DESCRIPTION
 AL0075
 AL0075'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0075'2 MI S FROM TARPON SPRINGS.
 AL0075'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0075'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 3.3 MILE.
 AL0075'STATION ON LEFT, 56.5 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0075'52.0 FT. SW OF CONCRETE POWER POLE, NO NUMBER.  SET IN TOP OF
 AL0075'CONCRETE HEADWALL.  SECTION 30, T27S, R16E.
 AL0075
 AL0075                          STATION RECOVERY (1984)
 AL0075
 AL0075'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0075'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4690 ***********************************************************************
 DP4690  DESIGNATION -  24104 A
 DP4690  PID         -  DP4690
 DP4690  STATE/COUNTY-  FL/DE SOTO
 DP4690  COUNTRY     -  US
 DP4690  USGS QUAD   -  ARCADIA (2018)
 DP4690
 DP4690                         *CURRENT SURVEY CONTROL
 DP4690  ______________________________________________________________________
 DP4690* NAD 83(1986) POSITION- 27 11 17.2    (N) 081 46 24.8    (W)   HD_HELD2
 DP4690* NAVD 88 ORTHO HEIGHT -    19.272 (meters)       63.23  (feet) ADJUSTED
 DP4690  ______________________________________________________________________
 DP4690  GEOID HEIGHT    -        -24.554 (meters)                     GEOID18
 DP4690  DYNAMIC HEIGHT  -         19.243 (meters)       63.13  (feet) COMP
 DP4690  MODELED GRAVITY -    979,126.0   (mgal)                       NAVD 88
 DP4690
 DP4690  VERT ORDER      -  FIRST     CLASS II
 DP4690
 DP4690.The horizontal coordinates were established by autonomous hand held GPS
 DP4690.observations and have an estimated accuracy of +/- 10 meters.
 DP4690
 DP4690.The orthometric height was determined by differential leveling and
 DP4690.adjusted by the NATIONAL GEODETIC SURVEY
 DP4690.in February 2015.
 DP4690
 DP4690.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4690.GEOID18 height accuracy estimate available here.
 DP4690
 DP4690.Click photographs - Photos may exist for this station.
 DP4690
 DP4690.The dynamic height is computed by dividing the NAVD 88
 DP4690.geopotential number by the normal gravity value computed on the
 DP4690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4690.degrees latitude (g = 980.6199 gals.).
 DP4690
 DP4690.The modeled gravity was interpolated from observed gravity values.
 DP4690
 DP4690;                    North         East    Units  Estimated Accuracy
 DP4690;SPC FL W     -   316,267.      222,437.      MT  (+/- 10 meters HH2 GPS)
 DP4690
 DP4690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2337807506(NAD 83)
 DP4690
 DP4690                          SUPERSEDED SURVEY CONTROL
 DP4690
 DP4690.No superseded survey control is available for this station.
 DP4690
 DP4690_MARKER: DD = SURVEY DISK
 DP4690_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4690_STAMPING: 24104 A 2008
 DP4690_MARK LOGO: SWFWMD
 DP4690_PROJECTION: FLUSH
 DP4690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP4690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4690+STABILITY: SURFACE MOTION
 DP4690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4690+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2013
 DP4690_ROD/PIPE-DEPTH: 3.0 meters
 DP4690
 DP4690  HISTORY     - Date     Condition        Report By
 DP4690  HISTORY     - 20080514 MONUMENTED       SWFWMD
 DP4690  HISTORY     - 20131119 GOOD             FLDEP
 DP4690
 DP4690                          STATION DESCRIPTION
 DP4690
 DP4690'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4690'THE MARK IS ABOUT 11.4 MI (18.3 KM) SOUTH OF GARDNER, 7.0 MI (11.3 KM)
 DP4690'EAST-NORTHEAST OF NOCATEE, 5.6 MI (9.0 KM) EAST-SOUTHEAST OF ARCADIA,
 DP4690'IN SECTION 12, TOWNSHIP 38 SOUTH, RANGE 25 EAST.  A KEY CAN BE
 DP4690'OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP4690'
 DP4690'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 760 AND STATE ROAD
 DP4690'70, ABOUT 6.0 MI (9.7 KM) EAST OF ARCADIA, GO SOUTH AND WEST ON COUNTY
 DP4690'ROAD 760 FOR 2.65 MI (4.3 KM) TO A PRIVATE DRIVEWAY ON THE RIGHT, A
 DP4690'WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN
 DP4690'TO A DEPTH OF 10.0 FT (3.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN
 DP4690'A 12-INCH (30 CM) ROUND CONCRETE MONUMENT UNKNOWN DEPTH, FLUSH WITH
 DP4690'THE GROUND AND LEVEL WITH THE WELL SITE DRIVEWAY.
 DP4690'
 DP4690'LOCATED 48.6 FT (14.8 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DP4690'OF COUNTY ROAD 760, 8.0 FT (2.4 M) EAST OF SURVEY MARK 24104 B, 7.0 FT
 DP4690'(2.1 M) SOUTH-SOUTHWEST OF THE NORTHEAST CHAIN LINK FENCE CORNER POST,
 DP4690'3.0 FT (0.9 M) NORTH-NORTHWEST OF WELL NUMBER 24101 AND 1.0 FT (0.3 M)
 DP4690'NORTH OF A CARSONITE WITNESS POST.
 DP4690'
 DP4690'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4691 ***********************************************************************
 DP4691  DESIGNATION -  24104 B
 DP4691  PID         -  DP4691
 DP4691  STATE/COUNTY-  FL/DE SOTO
 DP4691  COUNTRY     -  US
 DP4691  USGS QUAD   -  ARCADIA (2018)
 DP4691
 DP4691                         *CURRENT SURVEY CONTROL
 DP4691  ______________________________________________________________________
 DP4691* NAD 83(1986) POSITION- 27 11 17.1    (N) 081 46 24.8    (W)   HD_HELD2
 DP4691* NAVD 88 ORTHO HEIGHT -    19.317 (meters)       63.38  (feet) ADJUSTED
 DP4691  ______________________________________________________________________
 DP4691  GEOID HEIGHT    -        -24.553 (meters)                     GEOID18
 DP4691  DYNAMIC HEIGHT  -         19.287 (meters)       63.28  (feet) COMP
 DP4691  MODELED GRAVITY -    979,126.0   (mgal)                       NAVD 88
 DP4691
 DP4691  VERT ORDER      -  FIRST     CLASS II
 DP4691
 DP4691.The horizontal coordinates were established by autonomous hand held GPS
 DP4691.observations and have an estimated accuracy of +/- 10 meters.
 DP4691
 DP4691.The orthometric height was determined by differential leveling and
 DP4691.adjusted by the NATIONAL GEODETIC SURVEY
 DP4691.in February 2015.
 DP4691
 DP4691.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4691.GEOID18 height accuracy estimate available here.
 DP4691
 DP4691.Click photographs - Photos may exist for this station.
 DP4691
 DP4691.The dynamic height is computed by dividing the NAVD 88
 DP4691.geopotential number by the normal gravity value computed on the
 DP4691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4691.degrees latitude (g = 980.6199 gals.).
 DP4691
 DP4691.The modeled gravity was interpolated from observed gravity values.
 DP4691
 DP4691;                    North         East    Units  Estimated Accuracy
 DP4691;SPC FL W     -   316,264.      222,437.      MT  (+/- 10 meters HH2 GPS)
 DP4691
 DP4691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2337807503(NAD 83)
 DP4691
 DP4691                          SUPERSEDED SURVEY CONTROL
 DP4691
 DP4691.No superseded survey control is available for this station.
 DP4691
 DP4691_MARKER: DD = SURVEY DISK
 DP4691_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4691_STAMPING: 24104 B 2008
 DP4691_MARK LOGO: SWFWMD
 DP4691_PROJECTION: FLUSH
 DP4691_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP4691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4691+STABILITY: SURFACE MOTION
 DP4691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4691+SATELLITE: SATELLITE OBSERVATIONS - November 19, 2013
 DP4691_ROD/PIPE-DEPTH: 3.0 meters
 DP4691
 DP4691  HISTORY     - Date     Condition        Report By
 DP4691  HISTORY     - 20080514 MONUMENTED       SWFWMD
 DP4691  HISTORY     - 20131119 GOOD             FLDEP
 DP4691
 DP4691                          STATION DESCRIPTION
 DP4691
 DP4691'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4691'THE MARK IS ABOUT 11.4 MI (18.3 KM) SOUTH OF GARDNER, 7.0 MI (11.2 KM)
 DP4691'EAST-NORTHEAST OF NOCATEE, 5.6 MI (9.0 KM) EAST-SOUTHEAST OF ARCADIA,
 DP4691'IN SECTION 12, TOWNSHIP 38 SOUTH, RANGE 25 EAST.  A KEY CAN BE
 DP4691'OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP4691'
 DP4691'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 760 AND STATE ROAD
 DP4691'70, ABOUT 6 MI (9.7 KM) EAST OF ARCADIA, GO SOUTH AND WEST ON COUNTY
 DP4691'ROAD 760 FOR 2.65 MI (4.3 KM) TO A PRIVATE DRIVEWAY ON THE RIGHT, A
 DP4691'WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN
 DP4691'TO A DEPTH OF 10.0 FT (3.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN
 DP4691'A 12-INCH (30 CM) ROUND CONCRETE MONUMENT UNKNOWN DEPTH, FLUSH WITH
 DP4691'THE GROUND AND LEVEL WITH THE WELL SITE DRIVEWAY.
 DP4691'
 DP4691'LOCATED 46.6 FT (14.2 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DP4691'OF COUNTY ROAD 760, 12.5 FT (3.8 M) SOUTHWEST OF THE NORTHEAST CHAIN
 DP4691'LINK FENCE CORNER POST, 8.9 FT (2.7 M) WEST-NORTHWEST OF WELL NUMBER
 DP4691'24101, 8.0 FT (2.4 M) WEST OF SURVEY MARK 24104 A, 1.0 FT (0.3 M)
 DP4691'NORTH OF AN ANTENNA MAST AND 0.8 FT (0.2 M) NORTH OF A CARSONITE
 DP4691'WITNESS POST.
 DP4691'
 DP4691'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4794 ***********************************************************************
 DP4794  DESIGNATION -  24130 A
 DP4794  PID         -  DP4794
 DP4794  STATE/COUNTY-  FL/DE SOTO
 DP4794  COUNTRY     -  US
 DP4794  USGS QUAD   -  ARCADIA (2018)
 DP4794
 DP4794                         *CURRENT SURVEY CONTROL
 DP4794  ______________________________________________________________________
 DP4794* NAD 83(1986) POSITION- 27 09 03.6    (N) 081 51 30.5    (W)   HD_HELD2
 DP4794* NAVD 88 ORTHO HEIGHT -     9.496 (meters)       31.15  (feet) ADJUSTED
 DP4794  ______________________________________________________________________
 DP4794  GEOID HEIGHT    -        -24.461 (meters)                     GEOID18
 DP4794  DYNAMIC HEIGHT  -          9.482 (meters)       31.11  (feet) COMP
 DP4794  MODELED GRAVITY -    979,121.7   (mgal)                       NAVD 88
 DP4794
 DP4794  VERT ORDER      -  FIRST     CLASS II
 DP4794
 DP4794.The horizontal coordinates were established by autonomous hand held GPS
 DP4794.observations and have an estimated accuracy of +/- 10 meters.
 DP4794
 DP4794.The orthometric height was determined by differential leveling and
 DP4794.adjusted by the NATIONAL GEODETIC SURVEY
 DP4794.in February 2015.
 DP4794
 DP4794.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4794.GEOID18 height accuracy estimate available here.
 DP4794
 DP4794.Click photographs - Photos may exist for this station.
 DP4794
 DP4794.The dynamic height is computed by dividing the NAVD 88
 DP4794.geopotential number by the normal gravity value computed on the
 DP4794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4794.degrees latitude (g = 980.6199 gals.).
 DP4794
 DP4794.The modeled gravity was interpolated from observed gravity values.
 DP4794
 DP4794;                    North         East    Units  Estimated Accuracy
 DP4794;SPC FL W     -   312,142.      214,028.      MT  (+/- 10 meters HH2 GPS)
 DP4794
 DP4794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1493803450(NAD 83)
 DP4794
 DP4794                          SUPERSEDED SURVEY CONTROL
 DP4794
 DP4794.No superseded survey control is available for this station.
 DP4794
 DP4794_MARKER: DB = BENCH MARK DISK
 DP4794_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP4794_SP_SET: HEADWALL
 DP4794_STAMPING: 24130 A
 DP4794_MARK LOGO: FLSRD
 DP4794_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4794+STABILITY: SURFACE MOTION
 DP4794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4794+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2013
 DP4794
 DP4794  HISTORY     - Date     Condition        Report By
 DP4794  HISTORY     - UNK      MONUMENTED       FLDT
 DP4794  HISTORY     - 20131219 GOOD             FLDEP
 DP4794
 DP4794                          STATION DESCRIPTION
 DP4794
 DP4794'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4794'THE MARK IS ABOUT 7.3 MI (11.7 KM) NORTHEAST OF FORT OGDEN, 4.4 MI
 DP4794'(7.1 KM) SOUTH OF ARCADIA, 1.6 MI (2.6 KM) EAST-SOUTHEAST OF NOCATEE,
 DP4794'IN SECTION 30, TOWNSHIP 38 SOUTH, RANGE 25 EAST.
 DP4794'
 DP4794'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, COUNTY
 DP4794'ROAD 760 ON THE LEFT AND WELLS AVENUE ON THE RIGHT IN NOCATEE, GO
 DP4794'SOUTH ON U.S. HIGHWAY 17 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION OF
 DP4794'COUNTY ROAD 760A ON THE LEFT AND 64TH STREET ON THE RIGHT.  TURN LEFT
 DP4794'ON COUNTY ROAD 760A AND GO EAST FOR 1.9 MI (3.1 KM) TO A CREEK AND THE
 DP4794'MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE SOUTHWEST END OF
 DP4794'CONCRETE HEADWALL, ABOUT 0.4 FT (12 CM) ABOVE THE LEVEL OF COUNTY ROAD
 DP4794'760A.
 DP4794'
 DP4794'LOCATED ABOUT 100.0 FT (30.5 M) WEST-SOUTHWEST OF SURVEY BENCH MARK
 DP4794'24130 B, 80.0 FT (24.4 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DP4794'CREEK, 43.8 FT (13.4 M) EAST-NORTHEAST OF THE WEST END OF A METAL
 DP4794'GUARD RAIL, 14.0 FT (4.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DP4794'COUNTY ROAD 760A AND 4.0 FT (1.2 M) EAST-NORTHEAST OF A CARSONITE
 DP4794'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4795 ***********************************************************************
 DP4795  DESIGNATION -  24130 B
 DP4795  PID         -  DP4795
 DP4795  STATE/COUNTY-  FL/DE SOTO
 DP4795  COUNTRY     -  US
 DP4795  USGS QUAD   -  ARCADIA (2018)
 DP4795
 DP4795                         *CURRENT SURVEY CONTROL
 DP4795  ______________________________________________________________________
 DP4795* NAD 83(1986) POSITION- 27 09 03.7    (N) 081 51 29.4    (W)   HD_HELD2
 DP4795* NAVD 88 ORTHO HEIGHT -     9.490 (meters)       31.14  (feet) ADJUSTED
 DP4795  ______________________________________________________________________
 DP4795  GEOID HEIGHT    -        -24.461 (meters)                     GEOID18
 DP4795  DYNAMIC HEIGHT  -          9.476 (meters)       31.09  (feet) COMP
 DP4795  MODELED GRAVITY -    979,121.7   (mgal)                       NAVD 88
 DP4795
 DP4795  VERT ORDER      -  FIRST     CLASS II
 DP4795
 DP4795.The horizontal coordinates were established by autonomous hand held GPS
 DP4795.observations and have an estimated accuracy of +/- 10 meters.
 DP4795
 DP4795.The orthometric height was determined by differential leveling and
 DP4795.adjusted by the NATIONAL GEODETIC SURVEY
 DP4795.in February 2015.
 DP4795
 DP4795.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4795.GEOID18 height accuracy estimate available here.
 DP4795
 DP4795.Click photographs - Photos may exist for this station.
 DP4795
 DP4795.The dynamic height is computed by dividing the NAVD 88
 DP4795.geopotential number by the normal gravity value computed on the
 DP4795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4795.degrees latitude (g = 980.6199 gals.).
 DP4795
 DP4795.The modeled gravity was interpolated from observed gravity values.
 DP4795
 DP4795;                    North         East    Units  Estimated Accuracy
 DP4795;SPC FL W     -   312,146.      214,058.      MT  (+/- 10 meters HH2 GPS)
 DP4795
 DP4795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1496903453(NAD 83)
 DP4795
 DP4795                          SUPERSEDED SURVEY CONTROL
 DP4795
 DP4795.No superseded survey control is available for this station.
 DP4795
 DP4795_MARKER: DB = BENCH MARK DISK
 DP4795_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP4795_SP_SET: HEADWALL
 DP4795_STAMPING: 24130 B
 DP4795_MARK LOGO: FLSRD
 DP4795_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4795+STABILITY: SURFACE MOTION
 DP4795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4795+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2013
 DP4795
 DP4795  HISTORY     - Date     Condition        Report By
 DP4795  HISTORY     - UNK      MONUMENTED       FLDT
 DP4795  HISTORY     - 20131219 GOOD             FLDEP
 DP4795
 DP4795                          STATION DESCRIPTION
 DP4795
 DP4795'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4795'THE MARK IS ABOUT 7.3 MI (11.7 KM) NORTHEAST OF FORT OGDEN, 4.4 MI
 DP4795'(7.1 KM) SOUTH OF ARCADIA, 1.6 MI (2.6 KM) EAST-SOUTHEAST OF NOCATEE,
 DP4795'IN SECTION 19, TOWNSHIP 38 SOUTH, RANGE 25 EAST.
 DP4795'
 DP4795'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, COUNTY
 DP4795'ROAD 760 ON THE LEFT AND WELLS AVENUE ON THE RIGHT IN NOCATEE, GO
 DP4795'SOUTH ON U.S. HIGHWAY 17 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION OF
 DP4795'COUNTY ROAD 760A ON THE LEFT AND 64TH STREET ON THE RIGHT.  TURN LEFT
 DP4795'ON COUNTY ROAD 760A AND GO EAST FOR 1.9 MI (3.1 KM) TO A CREEK AND THE
 DP4795'MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE NORTHEAST END OF
 DP4795'CONCRETE HEADWALL, ABOUT 0.4 FT (12 CM) ABOVE THE LEVEL OF COUNTY ROAD
 DP4795'760A.
 DP4795'
 DP4795'LOCATED ABOUT 100.0 FT (30.5 M) EAST-NORTHEAST OF SURVEY BENCH MARK
 DP4795'24130 A, 60.0 FT (18.3 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DP4795'CREEK, 31.4 FT (9.6 M) WEST-SOUTHWEST OF THE EAST END OF A METAL GUARD
 DP4795'RAIL, 13.7 FT (4.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY
 DP4795'ROAD 760A AND 4.0 FT (1.2 M) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4761 ***********************************************************************
 DP4761  DESIGNATION -  24144 A
 DP4761  PID         -  DP4761
 DP4761  STATE/COUNTY-  FL/DE SOTO
 DP4761  COUNTRY     -  US
 DP4761  USGS QUAD   -  ARCADIA (2018)
 DP4761
 DP4761                         *CURRENT SURVEY CONTROL
 DP4761  ______________________________________________________________________
 DP4761* NAD 83(1986) POSITION- 27 13 10.0    (N) 081 52 27.1    (W)   HD_HELD2
 DP4761* NAVD 88 ORTHO HEIGHT -     8.428 (meters)       27.65  (feet) ADJUSTED
 DP4761  ______________________________________________________________________
 DP4761  GEOID HEIGHT    -        -24.508 (meters)                     GEOID18
 DP4761  DYNAMIC HEIGHT  -          8.415 (meters)       27.61  (feet) COMP
 DP4761  MODELED GRAVITY -    979,129.7   (mgal)                       NAVD 88
 DP4761
 DP4761  VERT ORDER      -  FIRST     CLASS II
 DP4761
 DP4761.The horizontal coordinates were established by autonomous hand held GPS
 DP4761.observations and have an estimated accuracy of +/- 10 meters.
 DP4761
 DP4761.The orthometric height was determined by differential leveling and
 DP4761.adjusted by the NATIONAL GEODETIC SURVEY
 DP4761.in February 2015.
 DP4761
 DP4761.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4761.GEOID18 height accuracy estimate available here.
 DP4761
 DP4761.Click photographs - Photos may exist for this station.
 DP4761
 DP4761.The dynamic height is computed by dividing the NAVD 88
 DP4761.geopotential number by the normal gravity value computed on the
 DP4761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4761.degrees latitude (g = 980.6199 gals.).
 DP4761
 DP4761.The modeled gravity was interpolated from observed gravity values.
 DP4761
 DP4761;                    North         East    Units  Estimated Accuracy
 DP4761;SPC FL W     -   319,724.      212,462.      MT  (+/- 10 meters HH2 GPS)
 DP4761
 DP4761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1343311043(NAD 83)
 DP4761
 DP4761                          SUPERSEDED SURVEY CONTROL
 DP4761
 DP4761.No superseded survey control is available for this station.
 DP4761
 DP4761_MARKER: DD = SURVEY DISK
 DP4761_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4761_STAMPING: 24144 A 2014
 DP4761_MARK LOGO: SWFWMD
 DP4761_PROJECTION: RECESSED 5 CENTIMETERS
 DP4761_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4761+STABILITY: SURFACE MOTION
 DP4761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4761+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2014
 DP4761_ROD/PIPE-DEPTH: 7.0 meters
 DP4761
 DP4761  HISTORY     - Date     Condition        Report By
 DP4761  HISTORY     - 20140115 MONUMENTED       FLDEP
 DP4761
 DP4761                          STATION DESCRIPTION
 DP4761
 DP4761'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4761'THE MARK IS ABOUT 10.2 MI (16.4 KM) SOUTH OF LIMESTONE, 4.1 MI (6.6
 DP4761'KM) NORTH OF NOCATEE, 1.0 MI (1.6 KM) WEST-NORTHWEST OF ARCADIA, IN
 DP4761'SECTION 36, TOWNSHIP 37 SOUTH, RANGE 24 EAST.
 DP4761'
 DP4761'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 (NORTH
 DP4761'DESOTO AVENUE) SOUTHBOUND LANES AND U.S. HIGHWAY 70 (HICKORY STREET)
 DP4761'WESTBOUND LANES IN ARCADIA, GO WEST ON U.S. HIGHWAY 70 FOR 1.0 MI (1.6
 DP4761'KM) TO THE INTERSECTION OF PARKER AVENUE.  TURN LEFT ON PARKER AVENUE
 DP4761'AND GO SOUTH FOR 0.05 MI (0.1 KM) TO A WATER TREATMENT PLANT ON THE
 DP4761'LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP4761'DEPTH OF 23.0 FT (7.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP4761'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DP4761'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF PARKER AVENUE.
 DP4761'
 DP4761'LOCATED 91.4 FT (27.9 M) EAST OF THE SOUTHWEST CORNER OF THE CHAIN
 DP4761'LINK FENCE, 88.5 FT (27.0 M) EAST OF SURVEY MARK 24144 B, 17.0 FT (5.2
 DP4761'M) SOUTH-SOUTHEAST OF THE WATER MONITORING WELL SHAFT, 2.5 FT (0.8 M)
 DP4761'NORTH OF A 6.0 FT (1.8 M) TALL CHAIN LINK FENCE AND 2.3 FT (0.7 M)
 DP4761'NORTH OF A CARSONITE WITNESS POST.
 DP4761'
 DP4761'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4761'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4762 ***********************************************************************
 DP4762  DESIGNATION -  24144 B
 DP4762  PID         -  DP4762
 DP4762  STATE/COUNTY-  FL/DE SOTO
 DP4762  COUNTRY     -  US
 DP4762  USGS QUAD   -  ARCADIA (2018)
 DP4762
 DP4762                         *CURRENT SURVEY CONTROL
 DP4762  ______________________________________________________________________
 DP4762* NAD 83(1986) POSITION- 27 13 10.3    (N) 081 52 28.0    (W)   HD_HELD2
 DP4762* NAVD 88 ORTHO HEIGHT -     8.076 (meters)       26.50  (feet) ADJUSTED
 DP4762  ______________________________________________________________________
 DP4762  GEOID HEIGHT    -        -24.508 (meters)                     GEOID18
 DP4762  DYNAMIC HEIGHT  -          8.064 (meters)       26.46  (feet) COMP
 DP4762  MODELED GRAVITY -    979,129.7   (mgal)                       NAVD 88
 DP4762
 DP4762  VERT ORDER      -  FIRST     CLASS II
 DP4762
 DP4762.The horizontal coordinates were established by autonomous hand held GPS
 DP4762.observations and have an estimated accuracy of +/- 10 meters.
 DP4762
 DP4762.The orthometric height was determined by differential leveling and
 DP4762.adjusted by the NATIONAL GEODETIC SURVEY
 DP4762.in February 2015.
 DP4762
 DP4762.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4762.GEOID18 height accuracy estimate available here.
 DP4762
 DP4762.Click photographs - Photos may exist for this station.
 DP4762
 DP4762.The dynamic height is computed by dividing the NAVD 88
 DP4762.geopotential number by the normal gravity value computed on the
 DP4762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4762.degrees latitude (g = 980.6199 gals.).
 DP4762
 DP4762.The modeled gravity was interpolated from observed gravity values.
 DP4762
 DP4762;                    North         East    Units  Estimated Accuracy
 DP4762;SPC FL W     -   319,734.      212,437.      MT  (+/- 10 meters HH2 GPS)
 DP4762
 DP4762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1340811052(NAD 83)
 DP4762
 DP4762                          SUPERSEDED SURVEY CONTROL
 DP4762
 DP4762.No superseded survey control is available for this station.
 DP4762
 DP4762_MARKER: DD = SURVEY DISK
 DP4762_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4762_STAMPING: 24144 B 2014
 DP4762_MARK LOGO: SWFWMD
 DP4762_PROJECTION: RECESSED 3 CENTIMETERS
 DP4762_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4762+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2014
 DP4762_ROD/PIPE-DEPTH: 7.8 meters
 DP4762
 DP4762  HISTORY     - Date     Condition        Report By
 DP4762  HISTORY     - 20140115 MONUMENTED       FLDEP
 DP4762
 DP4762                          STATION DESCRIPTION
 DP4762
 DP4762'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4762'THE MARK IS ABOUT 10.2 MI (16.4 KM) SOUTH OF LIMESTONE, 4.1 MI (6.6
 DP4762'KM) NORTH OF NOCATEE, 1.0 MI (1.6 KM) WEST-NORTHWEST OF ARCADIA, IN
 DP4762'SECTION 36, TOWNSHIP 37 SOUTH, RANGE 24 EAST.
 DP4762'
 DP4762'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 (NORTH
 DP4762'DESOTO AVENUE) SOUTHBOUND LANES AND U.S. HIGHWAY 70 (HICKORY STREET)
 DP4762'WESTBOUND LANES IN ARCADIA, GO WEST ON U.S. HIGHWAY 70 FOR 1.0 MI (1.6
 DP4762'KM) TO THE INTERSECTION OF PARKER AVENUE.  TURN LEFT ON PARKER AVENUE
 DP4762'AND GO SOUTH FOR 0.05 MI (0.1 KM) TO A WATER TREATMENT PLANT ON THE
 DP4762'LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP4762'DEPTH OF 25.5 FT (7.8 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP4762'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DP4762'RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF PARKER AVENUE.
 DP4762'
 DP4762'LOCATED 88.5 FT (27.0 M) WEST-NORTHWEST OF SURVEY MARK 24144 A, 82.5
 DP4762'FT (25.1 M) WEST OF THE WATER MONITORING WELL SHAFT, 3.9 FT (1.2 M)
 DP4762'NORTHEAST OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE POST AND 2.6
 DP4762'FT (0.8 M) EAST OF A CARSONITE WITNESS POST.
 DP4762'
 DP4762'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4762'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4759 ***********************************************************************
 DP4759  DESIGNATION -  24149 A
 DP4759  PID         -  DP4759
 DP4759  STATE/COUNTY-  FL/DE SOTO
 DP4759  COUNTRY     -  US
 DP4759  USGS QUAD   -  NOCATEE (2018)
 DP4759
 DP4759                         *CURRENT SURVEY CONTROL
 DP4759  ______________________________________________________________________
 DP4759* NAD 83(1986) POSITION- 27 13 15.0    (N) 081 52 34.0    (W)   HD_HELD2
 DP4759* NAVD 88 ORTHO HEIGHT -     9.690 (meters)       31.79  (feet) ADJUSTED
 DP4759  ______________________________________________________________________
 DP4759  GEOID HEIGHT    -        -24.508 (meters)                     GEOID18
 DP4759  DYNAMIC HEIGHT  -          9.675 (meters)       31.74  (feet) COMP
 DP4759  MODELED GRAVITY -    979,129.9   (mgal)                       NAVD 88
 DP4759
 DP4759  VERT ORDER      -  FIRST     CLASS II
 DP4759
 DP4759.The horizontal coordinates were established by autonomous hand held GPS
 DP4759.observations and have an estimated accuracy of +/- 10 meters.
 DP4759
 DP4759.The orthometric height was determined by differential leveling and
 DP4759.adjusted by the NATIONAL GEODETIC SURVEY
 DP4759.in February 2015.
 DP4759
 DP4759.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4759.GEOID18 height accuracy estimate available here.
 DP4759
 DP4759.Click photographs - Photos may exist for this station.
 DP4759
 DP4759.The dynamic height is computed by dividing the NAVD 88
 DP4759.geopotential number by the normal gravity value computed on the
 DP4759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4759.degrees latitude (g = 980.6199 gals.).
 DP4759
 DP4759.The modeled gravity was interpolated from observed gravity values.
 DP4759
 DP4759;                    North         East    Units  Estimated Accuracy
 DP4759;SPC FL W     -   319,878.      212,272.      MT  (+/- 10 meters HH2 GPS)
 DP4759
 DP4759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1324411198(NAD 83)
 DP4759
 DP4759                          SUPERSEDED SURVEY CONTROL
 DP4759
 DP4759.No superseded survey control is available for this station.
 DP4759
 DP4759_MARKER: DD = SURVEY DISK
 DP4759_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP4759_SP_SET: BRIDGE PARAPET
 DP4759_STAMPING: 24149 A 2014
 DP4759_MARK LOGO: FLDEP
 DP4759_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4759+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2025
 DP4759
 DP4759  HISTORY     - Date     Condition        Report By
 DP4759  HISTORY     - 20140115 MONUMENTED       FLDEP
 DP4759  HISTORY     - 20251115 GOOD             GEOCAC
 DP4759
 DP4759                          STATION DESCRIPTION
 DP4759
 DP4759'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4759'THE MARK IS ABOUT 10.0 MI (16.1 KM) SOUTH OF LIMESTONE, 4.2 MI (6.8
 DP4759'KM) NORTH OF NOCATEE, 1.1 MI (1.8 KM) WEST-NORTHWEST OF ARCADIA, IN
 DP4759'SECTION 26, TOWNSHIP 37 SOUTH, RANGE 24 EAST.
 DP4759'
 DP4759'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 (NORTH
 DP4759'DESOTO AVENUE) SOUTHBOUND LANES AND U.S. HIGHWAY 70 (HICKORY STREET)
 DP4759'WESTBOUND LANES IN ARCADIA, GO WEST ON U.S. HIGHWAY 70 FOR 1.05 MI
 DP4759'(1.7 KM) TO THE BRIDGE AT THE PEACE RIVER AND THE MARK ON THE LEFT,
 DP4759'SET FLUSH IN THE TOP OF THE SOUTHEAST END OF A CONCRETE GUARDRAIL OF
 DP4759'THE BRIDGE, ABOUT 2.5 FT (0.8 M) ABOVE THE LEVEL OF U.S. HIGHWAY 70.
 DP4759'
 DP4759'LOCATED 134.6 FT (41.0 M) EAST OF THE WATER MONITORING WELL LOCATED ON
 DP4759'THE SOUTH SIDE OF THE BRIDGE, 22.0 FT (6.7 M) SOUTH OF THE APPROXIMATE
 DP4759'CENTERLINE OF THE EASTBOUND LANES OF U.S. HIGHWAY 70 AND 5.0 FT (1.5
 DP4759'M) WEST OF THE EAST END OF THE CONCRETE GUARDRAIL.
 DP4759
 DP4759                          STATION RECOVERY (2025)
 DP4759
 DP4759'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DP4759'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4760 ***********************************************************************
 DP4760  DESIGNATION -  24149 B
 DP4760  PID         -  DP4760
 DP4760  STATE/COUNTY-  FL/DE SOTO
 DP4760  COUNTRY     -  US
 DP4760  USGS QUAD   -  NOCATEE (2018)
 DP4760
 DP4760                         *CURRENT SURVEY CONTROL
 DP4760  ______________________________________________________________________
 DP4760* NAD 83(1986) POSITION- 27 13 16.1    (N) 081 52 37.2    (W)   HD_HELD2
 DP4760* NAVD 88 ORTHO HEIGHT -    10.165 (meters)       33.35  (feet) ADJUSTED
 DP4760  ______________________________________________________________________
 DP4760  GEOID HEIGHT    -        -24.508 (meters)                     GEOID18
 DP4760  DYNAMIC HEIGHT  -         10.149 (meters)       33.30  (feet) COMP
 DP4760  MODELED GRAVITY -    979,129.9   (mgal)                       NAVD 88
 DP4760
 DP4760  VERT ORDER      -  FIRST     CLASS II
 DP4760
 DP4760.The horizontal coordinates were established by autonomous hand held GPS
 DP4760.observations and have an estimated accuracy of +/- 10 meters.
 DP4760
 DP4760.The orthometric height was determined by differential leveling and
 DP4760.adjusted by the NATIONAL GEODETIC SURVEY
 DP4760.in February 2015.
 DP4760
 DP4760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4760.GEOID18 height accuracy estimate available here.
 DP4760
 DP4760.Click photographs - Photos may exist for this station.
 DP4760
 DP4760.The dynamic height is computed by dividing the NAVD 88
 DP4760.geopotential number by the normal gravity value computed on the
 DP4760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4760.degrees latitude (g = 980.6199 gals.).
 DP4760
 DP4760.The modeled gravity was interpolated from observed gravity values.
 DP4760
 DP4760;                    North         East    Units  Estimated Accuracy
 DP4760;SPC FL W     -   319,912.      212,184.      MT  (+/- 10 meters HH2 GPS)
 DP4760
 DP4760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1315711232(NAD 83)
 DP4760
 DP4760                          SUPERSEDED SURVEY CONTROL
 DP4760
 DP4760.No superseded survey control is available for this station.
 DP4760
 DP4760_MARKER: DD = SURVEY DISK
 DP4760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP4760_SP_SET: BRIDGE PARAPET
 DP4760_STAMPING: 24149 B 2014
 DP4760_MARK LOGO: FLDEP
 DP4760_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4760+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2025
 DP4760
 DP4760  HISTORY     - Date     Condition        Report By
 DP4760  HISTORY     - 20140115 MONUMENTED       FLDEP
 DP4760  HISTORY     - 20251115 GOOD             GEOCAC
 DP4760
 DP4760                          STATION DESCRIPTION
 DP4760
 DP4760'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4760'THE MARK IS ABOUT 10.0 MI (16.1 KM) SOUTH OF LIMESTONE, 4.2 MI (6.8
 DP4760'KM) NORTH OF NOCATEE, 1.1 MI (1.8 KM) WEST-NORTHWEST OF ARCADIA, IN
 DP4760'SECTION 26, TOWNSHIP 37 SOUTH, RANGE 24 EAST.
 DP4760'
 DP4760'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 (NORTH
 DP4760'DESOTO AVENUE) SOUTHBOUND LANES AND U.S. HIGHWAY 70 (HICKORY STREET)
 DP4760'WESTBOUND LANES IN ARCADIA, GO WEST ON U.S. HIGHWAY 70 FOR 1.1 MI (1.8
 DP4760'KM) MI TO THE BRIDGE AT THE PEACE RIVER AND THE MARK ON THE LEFT, SET
 DP4760'FLUSH IN THE TOP OF THE SOUTHWEST END OF A CONCRETE GUARDRAIL OF THE
 DP4760'BRIDGE, ABOUT 2.5 FT (0.8 M) ABOVE THE LEVEL OF U.S. HIGHWAY 70.
 DP4760'
 DP4760'LOCATED 175.0 FT (53.3 M) WEST OF THE WATER MONITORING WELL LOCATED ON
 DP4760'THE SOUTH SIDE OF THE BRIDGE, 22.6 FT (6.9 M) SOUTH OF THE APPROXIMATE
 DP4760'CENTERLINE OF THE EASTBOUND LANES OF U.S. HIGHWAY 70 AND 5.0 FT (1.5
 DP4760'M) EAST OF THE WEST END OF THE CONCRETE GUARDRAIL.
 DP4760
 DP4760                          STATION RECOVERY (2025)
 DP4760
 DP4760'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DP4760'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2677 ***********************************************************************
 DP2677  DESIGNATION -  24164 A
 DP2677  PID         -  DP2677
 DP2677  STATE/COUNTY-  FL/DE SOTO
 DP2677  COUNTRY     -  US
 DP2677  USGS QUAD   -  FORT OGDEN (2018)
 DP2677
 DP2677                         *CURRENT SURVEY CONTROL
 DP2677  ______________________________________________________________________
 DP2677* NAD 83(1986) POSITION- 27 04 14.4    (N) 081 58 45.3    (W)   HD_HELD2
 DP2677* NAVD 88 ORTHO HEIGHT -     5.972 (meters)       19.59  (feet) ADJUSTED
 DP2677  ______________________________________________________________________
 DP2677  GEOID HEIGHT    -        -24.253 (meters)                     GEOID18
 DP2677  DYNAMIC HEIGHT  -          5.963 (meters)       19.56  (feet) COMP
 DP2677  MODELED GRAVITY -    979,116.6   (mgal)                       NAVD 88
 DP2677
 DP2677  VERT ORDER      -  SECOND    CLASS I
 DP2677
 DP2677.The horizontal coordinates were established by autonomous hand held GPS
 DP2677.observations and have an estimated accuracy of +/- 10 meters.
 DP2677
 DP2677.The orthometric height was determined by differential leveling and
 DP2677.adjusted by the NATIONAL GEODETIC SURVEY
 DP2677.in July 2014.
 DP2677
 DP2677.No vertical observational check was made to the station.
 DP2677
 DP2677.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2677.GEOID18 height accuracy estimate available here.
 DP2677
 DP2677.Click photographs - Photos may exist for this station.
 DP2677
 DP2677.The dynamic height is computed by dividing the NAVD 88
 DP2677.geopotential number by the normal gravity value computed on the
 DP2677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2677.degrees latitude (g = 980.6199 gals.).
 DP2677
 DP2677.The modeled gravity was interpolated from observed gravity values.
 DP2677
 DP2677;                    North         East    Units  Estimated Accuracy
 DP2677;SPC FL W     -   303,234.      202,058.      MT  (+/- 10 meters HH2 GPS)
 DP2677
 DP2677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0290194639(NAD 83)
 DP2677
 DP2677                          SUPERSEDED SURVEY CONTROL
 DP2677
 DP2677.No superseded survey control is available for this station.
 DP2677
 DP2677_MARKER: DD = SURVEY DISK
 DP2677_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2677_STAMPING: 24164 A 2014
 DP2677_MARK LOGO: SWFWMD
 DP2677_PROJECTION: RECESSED 3 CENTIMETERS
 DP2677_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP2677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2677+STABILITY: SURFACE MOTION
 DP2677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2677+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2013
 DP2677_ROD/PIPE-DEPTH: 24.4 meters
 DP2677
 DP2677  HISTORY     - Date     Condition        Report By
 DP2677  HISTORY     - 20131218 MONUMENTED       FLDEP
 DP2677
 DP2677                          STATION DESCRIPTION
 DP2677
 DP2677'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2677'THE MARK IS ABOUT 8.6 MI (13.8 KM) SOUTHWEST OF NOCATEE, 7.5 MI (12.1
 DP2677'KM) NORTH OF CLEVELAND, 2.0 MI (3.2 KM) SOUTHWEST OF FORT OGDEN, IN
 DP2677'SECTION 23, TOWNSHIP 39 SOUTH, RANGE 23 EAST.
 DP2677'
 DP2677'TO REACH THE MARK FROM THE INTERSECTION OF SOUTHWEST MADISON AVENUE,
 DP2677'COUNTY ROAD 761 AND U.S. HIGHWAY 17 ABOUT 1.2 MI (1.9 KM) SOUTH OF
 DP2677'FORT OGDEN, GO WEST ON COUNTY ROAD 761 FOR 1.3 MI (2.1 KM) TO THE
 DP2677'JUNCTION OF SOUTHWEST REESE STREET ON THE LEFT.  TURN LEFT ON
 DP2677'SOUTHWEST REESE STREET AND GO WEST FOR 0.15 MI (0.2 KM) TO THE
 DP2677'INTERSECTION OF SOUTHWEST KISSIMMEE ROAD.  TURN LEFT ON SOUTHWEST
 DP2677'KISSIMMEE ROAD AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE DRIVEWAY AT
 DP2677'10597 SOUTHWEST KISSIMMEE ROAD ON THE RIGHT.  TURN RIGHT ON THE
 DP2677'DRIVEWAY AND GO WEST FOR ABOUT 235.0 FT (71.6 M) TO THE MARK ON THE
 DP2677'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M)
 DP2677'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP2677'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.1 FT (0.0 M)
 DP2677'BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL
 DP2677'OF THE DRIVEWAY.
 DP2677'
 DP2677'LOCATED 94.6 FT (28.8 M) EAST OF WATER MONITORING WELL COVER, 92.3 FT
 DP2677'(28.1 M) EAST OF SURVEY MARK 24164 B, 13.6 FT (4.1 M) SOUTH-SOUTHWEST
 DP2677'OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY AT 10597 SOUTHWEST
 DP2677'KISSIMMEE ROAD, 2.3 FT (0.7 M) SOUTH-SOUTHWEST OF THE HOG WIRE FENCE
 DP2677'AND 2.1 FT (0.6 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 DP2677'
 DP2677'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP2677'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2678 ***********************************************************************
 DP2678  DESIGNATION -  24164 B
 DP2678  PID         -  DP2678
 DP2678  STATE/COUNTY-  FL/DE SOTO
 DP2678  COUNTRY     -  US
 DP2678  USGS QUAD   -  FORT OGDEN (2018)
 DP2678
 DP2678                         *CURRENT SURVEY CONTROL
 DP2678  ______________________________________________________________________
 DP2678* NAD 83(1986) POSITION- 27 04 14.3    (N) 081 58 46.4    (W)   HD_HELD2
 DP2678* NAVD 88 ORTHO HEIGHT -     5.812 (meters)       19.07  (feet) ADJUSTED
 DP2678  ______________________________________________________________________
 DP2678  GEOID HEIGHT    -        -24.253 (meters)                     GEOID18
 DP2678  DYNAMIC HEIGHT  -          5.803 (meters)       19.04  (feet) COMP
 DP2678  MODELED GRAVITY -    979,116.7   (mgal)                       NAVD 88
 DP2678
 DP2678  VERT ORDER      -  SECOND    CLASS I
 DP2678
 DP2678.The horizontal coordinates were established by autonomous hand held GPS
 DP2678.observations and have an estimated accuracy of +/- 10 meters.
 DP2678
 DP2678.The orthometric height was determined by differential leveling and
 DP2678.adjusted by the NATIONAL GEODETIC SURVEY
 DP2678.in July 2014.
 DP2678
 DP2678.No vertical observational check was made to the station.
 DP2678
 DP2678.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2678.GEOID18 height accuracy estimate available here.
 DP2678
 DP2678.Click photographs - Photos may exist for this station.
 DP2678
 DP2678.The dynamic height is computed by dividing the NAVD 88
 DP2678.geopotential number by the normal gravity value computed on the
 DP2678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2678.degrees latitude (g = 980.6199 gals.).
 DP2678
 DP2678.The modeled gravity was interpolated from observed gravity values.
 DP2678
 DP2678;                    North         East    Units  Estimated Accuracy
 DP2678;SPC FL W     -   303,231.      202,028.      MT  (+/- 10 meters HH2 GPS)
 DP2678
 DP2678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0287194637(NAD 83)
 DP2678
 DP2678                          SUPERSEDED SURVEY CONTROL
 DP2678
 DP2678.No superseded survey control is available for this station.
 DP2678
 DP2678_MARKER: DD = SURVEY DISK
 DP2678_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2678_STAMPING: 24164 B 2014
 DP2678_MARK LOGO: SWFWMD
 DP2678_PROJECTION: RECESSED 5 CENTIMETERS
 DP2678_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP2678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2678+STABILITY: SURFACE MOTION
 DP2678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2678+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2013
 DP2678_ROD/PIPE-DEPTH: 16.8 meters
 DP2678
 DP2678  HISTORY     - Date     Condition        Report By
 DP2678  HISTORY     - 20131218 MONUMENTED       FLDEP
 DP2678
 DP2678                          STATION DESCRIPTION
 DP2678
 DP2678'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2678'THE MARK IS ABOUT 8.6 MI (13.8 KM) SOUTHWEST OF NOCATEE, 7.5 MI (12.1
 DP2678'KM) NORTH OF CLEVELAND, 2.0 MI (3.2 KM) SOUTHWEST OF FORT OGDEN, IN
 DP2678'SECTION 23, TOWNSHIP 39 SOUTH, RANGE 23 EAST.
 DP2678'
 DP2678'TO REACH THE MARK FROM THE INTERSECTION OF SOUTHWEST MADISON AVENUE,
 DP2678'COUNTY ROAD 761 AND U.S. HIGHWAY 17 ABOUT 1.2 MI (1.9 KM) SOUTH OF
 DP2678'FORT OGDEN, GO WEST ON COUNTY ROAD 761 FOR 1.3 MI (2.1 KM) TO THE
 DP2678'JUNCTION OF SOUTHWEST REESE STREET ON THE LEFT.  TURN LEFT ON
 DP2678'SOUTHWEST REESE STREET AND GO WEST FOR 0.15 MI (0.2 KM) TO THE
 DP2678'INTERSECTION OF SOUTHWEST KISSIMMEE ROAD.  TURN LEFT ON SOUTHWEST
 DP2678'KISSIMMEE ROAD AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE DRIVEWAY AT
 DP2678'10597 SOUTHWEST KISSIMMEE ROAD ON THE RIGHT.  TURN RIGHT ON THE
 DP2678'DRIVEWAY AND GO WEST FOR ABOUT 350.0 FT (106.7 M) TO THE MARK ON THE
 DP2678'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 55.0 FT (16.8 M)
 DP2678'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP2678'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM)
 DP2678'BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL
 DP2678'OF THE DRIVEWAY.
 DP2678'
 DP2678'LOCATED 92.3 FT (28.1 M) WEST OF SURVEY MARK 24164 A, 38.7 FT (11.8 M)
 DP2678'SOUTH OF THE APPROXIMATE CENTERLINE OF THE CONCRETE DRIVEWAY AT 10597
 DP2678'SOUTHWEST KISSIMMEE ROAD, 27.2 FT (8.3 M) SOUTH OF THE HOG WIRE FENCE,
 DP2678'4.4 FT (1.3 M) NORTH OF THE WATER MONITORING WELL AND 3.1 FT (0.9 M)
 DP2678'NORTH OF A CARSONITE WITNESS POST.
 DP2678'
 DP2678'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP2678'IS FACTORY INSTALLED IN THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4687 ***********************************************************************
 DP4687  DESIGNATION -  24175 A
 DP4687  PID         -  DP4687
 DP4687  STATE/COUNTY-  FL/DE SOTO
 DP4687  COUNTRY     -  US
 DP4687  USGS QUAD   -  LONG ISLAND MARSH NW (2018)
 DP4687
 DP4687                         *CURRENT SURVEY CONTROL
 DP4687  ______________________________________________________________________
 DP4687* NAD 83(1986) POSITION- 27 12 33.0    (N) 081 39 21.6    (W)   HD_HELD2
 DP4687* NAVD 88 ORTHO HEIGHT -    23.697 (meters)       77.75  (feet) ADJUSTED
 DP4687  ______________________________________________________________________
 DP4687  GEOID HEIGHT    -        -24.716 (meters)                     GEOID18
 DP4687  DYNAMIC HEIGHT  -         23.661 (meters)       77.63  (feet) COMP
 DP4687  MODELED GRAVITY -    979,128.0   (mgal)                       NAVD 88
 DP4687
 DP4687  VERT ORDER      -  FIRST     CLASS II
 DP4687
 DP4687.The horizontal coordinates were established by autonomous hand held GPS
 DP4687.observations and have an estimated accuracy of +/- 10 meters.
 DP4687
 DP4687.The orthometric height was determined by differential leveling and
 DP4687.adjusted by the NATIONAL GEODETIC SURVEY
 DP4687.in February 2015.
 DP4687
 DP4687.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4687.GEOID18 height accuracy estimate available here.
 DP4687
 DP4687.Click photographs - Photos may exist for this station.
 DP4687
 DP4687.The dynamic height is computed by dividing the NAVD 88
 DP4687.geopotential number by the normal gravity value computed on the
 DP4687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4687.degrees latitude (g = 980.6199 gals.).
 DP4687
 DP4687.The modeled gravity was interpolated from observed gravity values.
 DP4687
 DP4687;                    North         East    Units  Estimated Accuracy
 DP4687;SPC FL W     -   318,626.      234,078.      MT  (+/- 10 meters HH2 GPS)
 DP4687
 DP4687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3503409772(NAD 83)
 DP4687
 DP4687                          SUPERSEDED SURVEY CONTROL
 DP4687
 DP4687.No superseded survey control is available for this station.
 DP4687
 DP4687_MARKER: DD = SURVEY DISK
 DP4687_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4687_STAMPING: 24175 A 2014
 DP4687_MARK LOGO: SWFWMD
 DP4687_PROJECTION: RECESSED 8 CENTIMETERS
 DP4687_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4687+STABILITY: SURFACE MOTION
 DP4687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4687+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2014
 DP4687_ROD/PIPE-DEPTH: 15.5 meters
 DP4687
 DP4687  HISTORY     - Date     Condition        Report By
 DP4687  HISTORY     - 20140115 MONUMENTED       FLDEP
 DP4687
 DP4687                          STATION DESCRIPTION
 DP4687
 DP4687'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP4687'THE MARK IS ABOUT 14.1 MI (22.7 KM) SOUTH-SOUTHEAST OF SWEETWATER,
 DP4687'13.2 MI (21.2 KM) SOUTHEAST OF GARDNER, 12.5 MI (20.1 KM) EAST OF
 DP4687'ARCADIA, IN SECTION 31, TOWNSHIP 37 SOUTH, RANGE 27 EAST.  A KEY CAN
 DP4687'BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP4687'
 DP4687'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 760 AND STATE ROAD
 DP4687'70, ABOUT 6.0 MI (9.7 KM) EAST OF ARCADIA, GO EAST ON STATE ROAD 70
 DP4687'FOR 5.85 MI (9.4 KM) TO THE JUNCTION OF AN ENTRANCE ROAD TO THE DESOTO
 DP4687'COUNTY CORRECTIONAL FACILITY ON THE RIGHT, A WELL SITE ON THE RIGHT
 DP4687'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP4687'DEPTH OF 51.0 FT (15.5 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP4687'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DP4687'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT
 DP4687'(0.3 M) BELOW THE LEVEL OF STATE ROAD 70.
 DP4687'
 DP4687'LOCATED 129.2 FT (39.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE
 DP4687'ROAD 70, 35.8 FT (10.9 M) NORTHEAST OF SURVEY MARK 24175 B, 11.5 FT
 DP4687'(3.5 M) NORTH OF WELL NUMBER 24175, 2.2 FT (0.7 M) SOUTHWEST OF THE
 DP4687'NORTHEAST CHAIN LINK FENCE CORNER POST AND 1.6 FT (0.5 M) WEST OF A
 DP4687'CARSONITE WITNESS POST.
 DP4687'
 DP4687'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4687'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4688 ***********************************************************************
 DP4688  DESIGNATION -  24175 B
 DP4688  PID         -  DP4688
 DP4688  STATE/COUNTY-  FL/DE SOTO
 DP4688  COUNTRY     -  US
 DP4688  USGS QUAD   -  LONG ISLAND MARSH NW (2018)
 DP4688
 DP4688                         *CURRENT SURVEY CONTROL
 DP4688  ______________________________________________________________________
 DP4688* NAD 83(1986) POSITION- 27 12 32.7    (N) 081 39 22.0    (W)   HD_HELD2
 DP4688* NAVD 88 ORTHO HEIGHT -    23.557 (meters)       77.29  (feet) ADJUSTED
 DP4688  ______________________________________________________________________
 DP4688  GEOID HEIGHT    -        -24.716 (meters)                     GEOID18
 DP4688  DYNAMIC HEIGHT  -         23.521 (meters)       77.17  (feet) COMP
 DP4688  MODELED GRAVITY -    979,128.0   (mgal)                       NAVD 88
 DP4688
 DP4688  VERT ORDER      -  FIRST     CLASS II
 DP4688
 DP4688.The horizontal coordinates were established by autonomous hand held GPS
 DP4688.observations and have an estimated accuracy of +/- 10 meters.
 DP4688
 DP4688.The orthometric height was determined by differential leveling and
 DP4688.adjusted by the NATIONAL GEODETIC SURVEY
 DP4688.in February 2015.
 DP4688
 DP4688.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4688.GEOID18 height accuracy estimate available here.
 DP4688
 DP4688.Click photographs - Photos may exist for this station.
 DP4688
 DP4688.The dynamic height is computed by dividing the NAVD 88
 DP4688.geopotential number by the normal gravity value computed on the
 DP4688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4688.degrees latitude (g = 980.6199 gals.).
 DP4688
 DP4688.The modeled gravity was interpolated from observed gravity values.
 DP4688
 DP4688;                    North         East    Units  Estimated Accuracy
 DP4688;SPC FL W     -   318,617.      234,067.      MT  (+/- 10 meters HH2 GPS)
 DP4688
 DP4688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3502309763(NAD 83)
 DP4688
 DP4688                          SUPERSEDED SURVEY CONTROL
 DP4688
 DP4688.No superseded survey control is available for this station.
 DP4688
 DP4688_MARKER: DD = SURVEY DISK
 DP4688_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4688_STAMPING: 24175 B 2014
 DP4688_MARK LOGO: SWFWMD
 DP4688_PROJECTION: RECESSED 5 CENTIMETERS
 DP4688_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4688+STABILITY: SURFACE MOTION
 DP4688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4688+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2014
 DP4688_ROD/PIPE-DEPTH: 19.2 meters
 DP4688
 DP4688  HISTORY     - Date     Condition        Report By
 DP4688  HISTORY     - 20140115 MONUMENTED       FLDEP
 DP4688
 DP4688                          STATION DESCRIPTION
 DP4688
 DP4688'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP4688'THE MARK IS ABOUT 14.1 MI (22.7 KM) SOUTH-SOUTHEAST OF SWEETWATER,
 DP4688'13.2 MI (21.2 KM) SOUTHEAST OF GARDNER, 12.5 MI (20.1 KM) EAST OF
 DP4688'ARCADIA, IN SECTION 6, TOWNSHIP 38 SOUTH, RANGE 27 EAST.  A KEY CAN BE
 DP4688'OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP4688'
 DP4688'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 760 AND STATE ROAD
 DP4688'70, ABOUT 6.0 MI (9.7 KM) EAST OF ARCADIA, GO EAST ON STATE ROAD 70
 DP4688'FOR 5.85 MI (9.4 KM) TO THE JUNCTION OF AN ENTRANCE ROAD TO THE DESOTO
 DP4688'COUNTY CORRECTIONAL FACILITY ON THE RIGHT, A WELL SITE ON THE RIGHT
 DP4688'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP4688'DEPTH OF 63.0 FT (19.2 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP4688'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DP4688'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT
 DP4688'(0.3 M) BELOW THE LEVEL OF STATE ROAD 70.
 DP4688'
 DP4688'LOCATED 154.5 FT (47.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE
 DP4688'ROAD 70, 35.8 FT (10.9 M) SOUTHWEST OF SURVEY MARK 24175 A, 9.8 FT
 DP4688'(3.0 M) SOUTH-SOUTHWEST OF WELL NUMBER 24177, 3.2 FT (1.0 M) NORTHEAST
 DP4688'OF THE SOUTHWEST CHAIN LINK FENCE CORNER POST AND 1.9 FT (0.6 M) NORTH
 DP4688'OF A CARSONITE WITNESS POST.
 DP4688'
 DP4688'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4688'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4704 ***********************************************************************
 DP4704  DESIGNATION -  24196 A
 DP4704  PID         -  DP4704
 DP4704  STATE/COUNTY-  FL/DE SOTO
 DP4704  COUNTRY     -  US
 DP4704  USGS QUAD   -  LONG ISLAND MARSH SE (2018)
 DP4704
 DP4704                         *CURRENT SURVEY CONTROL
 DP4704  ______________________________________________________________________
 DP4704* NAD 83(1986) POSITION- 27 04 19.2    (N) 081 36 58.2    (W)   HD_HELD2
 DP4704* NAVD 88 ORTHO HEIGHT -    18.415 (meters)       60.42  (feet) ADJUSTED
 DP4704  ______________________________________________________________________
 DP4704  GEOID HEIGHT    -        -24.487 (meters)                     GEOID18
 DP4704  DYNAMIC HEIGHT  -         18.387 (meters)       60.32  (feet) COMP
 DP4704  MODELED GRAVITY -    979,119.0   (mgal)                       NAVD 88
 DP4704
 DP4704  VERT ORDER      -  FIRST     CLASS II
 DP4704
 DP4704.The horizontal coordinates were established by autonomous hand held GPS
 DP4704.observations and have an estimated accuracy of +/- 10 meters.
 DP4704
 DP4704.The orthometric height was determined by differential leveling and
 DP4704.adjusted by the NATIONAL GEODETIC SURVEY
 DP4704.in February 2015.
 DP4704
 DP4704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4704.GEOID18 height accuracy estimate available here.
 DP4704
 DP4704.Click photographs - Photos may exist for this station.
 DP4704
 DP4704.The dynamic height is computed by dividing the NAVD 88
 DP4704.geopotential number by the normal gravity value computed on the
 DP4704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4704.degrees latitude (g = 980.6199 gals.).
 DP4704
 DP4704.The modeled gravity was interpolated from observed gravity values.
 DP4704
 DP4704;                    North         East    Units  Estimated Accuracy
 DP4704;SPC FL W     -   303,440.      238,071.      MT  (+/- 10 meters HH2 GPS)
 DP4704
 DP4704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3890594559(NAD 83)
 DP4704
 DP4704                          SUPERSEDED SURVEY CONTROL
 DP4704
 DP4704.No superseded survey control is available for this station.
 DP4704
 DP4704_MARKER: DD = SURVEY DISK
 DP4704_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4704_STAMPING: 24196 A 2009
 DP4704_MARK LOGO: SWFWMD
 DP4704_PROJECTION: FLUSH
 DP4704_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP4704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4704+STABILITY: SURFACE MOTION
 DP4704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4704+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2013
 DP4704_ROD/PIPE-DEPTH: 4.6 meters
 DP4704
 DP4704  HISTORY     - Date     Condition        Report By
 DP4704  HISTORY     - 20090421 MONUMENTED       SWFWMD
 DP4704  HISTORY     - 20131220 GOOD             FLDEP
 DP4704
 DP4704                          STATION DESCRIPTION
 DP4704
 DP4704'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4704'THE MARK IS ABOUT 17.2 MI (27.7 KM) NORTH-NORTHEAST OF TUCKERS CORNER,
 DP4704'16.0 MI (25.7 KM) WEST OF VENUS, 12.5 MI (20.1 KM) NORTHEAST OF
 DP4704'BERMONT, IN SECTION 21, TOWNSHIP 39 SOUTH, RANGE 27 EAST.  A KEY CAN
 DP4704'BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP4704'
 DP4704'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 31 AND THE
 DP4704'DESOTO-CHARLOTTE COUNTY LINE ABOUT 13.0 MI (20.9 KM) SOUTHEAST OF
 DP4704'ARCADIA, GO SOUTHEAST ON STATE ROAD 31 FOR 1.25 MI (2.0 KM) TO THE
 DP4704'JUNCTION OF FARABEE ROAD ON THE LEFT.  TURN LEFT ON FARABEE ROAD AND
 DP4704'GO EAST FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF A PRIVATE GATED ROAD
 DP4704'LEADING TO RUM CREEK RANCH (STILL KNOWN AS FARABEE ROAD) ON THE LEFT.
 DP4704'TURN LEFT ON FARABEE ROAD ENTERING THE GATE AND GO NORTH AND NORTHEAST
 DP4704'FOR ABOUT 4.2 MI (6.8 KM) TO A 90-DEGREE TURN ON THE RIGHT.  TURN
 DP4704'RIGHT AND GO EAST ON FARABEE ROAD FOR 3.5 MI (5.6 KM) TO A 45-DEGREE
 DP4704'TURN ON THE RIGHT AND A SET OF METAL GATES AHEAD, ENTER THE 2 GATES
 DP4704'AND CONTINUE EAST ON A SHELL ROAD FOR 0.2 MI (0.3 KM) TO A WELL SITE
 DP4704'ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO A
 DP4704'DEPTH OF 15.0 FT (4.6 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP4704'12-INCH (30 CM) ROUND CONCRETE MONUMENT UNKNOWN DEPTH, FLUSH WITH THE
 DP4704'GROUND AND LEVEL WITH THE WELL SITE DRIVEWAY.
 DP4704'
 DP4704'LOCATED 76.6 FT (23.3 M) NORTHEAST OF SURVEY MARK 24104 B, 12.6 FT
 DP4704'(3.8 M) SOUTHEAST OF THE APPROXIMATE CENTER OF A 4.0 FT (1.2 M) WIDE
 DP4704'METAL GATE, 4.0 FT (1.2 M) NORTHEAST OF WELL NUMBER 24195, 1.3 FT (0.4
 DP4704'M) WEST OF THE NORTHEAST BARB WIRE FENCE CORNER POST AND 0.6 FT (18
 DP4704'CM) WEST OF A CARSONITE WITNESS POST.
 DP4704'
 DP4704'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4705 ***********************************************************************
 DP4705  DESIGNATION -  24196 B
 DP4705  PID         -  DP4705
 DP4705  STATE/COUNTY-  FL/DE SOTO
 DP4705  COUNTRY     -  US
 DP4705  USGS QUAD   -  LONG ISLAND MARSH SE (2018)
 DP4705
 DP4705                         *CURRENT SURVEY CONTROL
 DP4705  ______________________________________________________________________
 DP4705* NAD 83(1986) POSITION- 27 04 18.9    (N) 081 36 58.9    (W)   HD_HELD2
 DP4705* NAVD 88 ORTHO HEIGHT -    18.626 (meters)       61.11  (feet) ADJUSTED
 DP4705  ______________________________________________________________________
 DP4705  GEOID HEIGHT    -        -24.487 (meters)                     GEOID18
 DP4705  DYNAMIC HEIGHT  -         18.597 (meters)       61.01  (feet) COMP
 DP4705  MODELED GRAVITY -    979,119.0   (mgal)                       NAVD 88
 DP4705
 DP4705  VERT ORDER      -  FIRST     CLASS II
 DP4705
 DP4705.The horizontal coordinates were established by autonomous hand held GPS
 DP4705.observations and have an estimated accuracy of +/- 10 meters.
 DP4705
 DP4705.The orthometric height was determined by differential leveling and
 DP4705.adjusted by the NATIONAL GEODETIC SURVEY
 DP4705.in February 2015.
 DP4705
 DP4705.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4705.GEOID18 height accuracy estimate available here.
 DP4705
 DP4705.Click photographs - Photos may exist for this station.
 DP4705
 DP4705.The dynamic height is computed by dividing the NAVD 88
 DP4705.geopotential number by the normal gravity value computed on the
 DP4705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4705.degrees latitude (g = 980.6199 gals.).
 DP4705
 DP4705.The modeled gravity was interpolated from observed gravity values.
 DP4705
 DP4705;                    North         East    Units  Estimated Accuracy
 DP4705;SPC FL W     -   303,430.      238,052.      MT  (+/- 10 meters HH2 GPS)
 DP4705
 DP4705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3888594550(NAD 83)
 DP4705
 DP4705                          SUPERSEDED SURVEY CONTROL
 DP4705
 DP4705.No superseded survey control is available for this station.
 DP4705
 DP4705_MARKER: DD = SURVEY DISK
 DP4705_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4705_STAMPING: 24196 B 2009
 DP4705_MARK LOGO: SWFWMD
 DP4705_PROJECTION: FLUSH
 DP4705_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP4705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4705+STABILITY: SURFACE MOTION
 DP4705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4705+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2013
 DP4705_ROD/PIPE-DEPTH: 3.0 meters
 DP4705
 DP4705  HISTORY     - Date     Condition        Report By
 DP4705  HISTORY     - 20090421 MONUMENTED       SWFWMD
 DP4705  HISTORY     - 20131220 GOOD             FLDEP
 DP4705
 DP4705                          STATION DESCRIPTION
 DP4705
 DP4705'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4705'THE MARK IS ABOUT 17.2 MI (27.7 KM) NORTH-NORTHEAST OF TUCKERS CORNER,
 DP4705'16.0 MI (25.7 KM) WEST OF VENUS, 12.5 MI (20.1 KM) NORTHEAST OF
 DP4705'BERMONT, IN SECTION 21, TOWNSHIP 39 SOUTH, RANGE 27 EAST.  A KEY CAN
 DP4705'BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP4705'
 DP4705'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 31 AND THE
 DP4705'DESOTO-CHARLOTTE COUNTY LINE ABOUT 13.0 MI (20.9 KM) SOUTHEAST OF
 DP4705'ARCADIA, GO SOUTHEAST ON STATE ROAD 31 FOR 1.25 MI (2.0 KM) TO THE
 DP4705'JUNCTION OF FARABEE ROAD ON THE LEFT.  TURN LEFT ON FARABEE ROAD AND
 DP4705'GO EAST FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF A PRIVATE GATED ROAD
 DP4705'LEADING TO RUM CREEK RANCH (STILL KNOWN AS FARABEE ROAD) ON THE LEFT.
 DP4705'TURN LEFT ON FARABEE ROAD ENTERING THE GATE AND GO NORTH AND NORTHEAST
 DP4705'FOR ABOUT 4.2 MI (6.8 KM) TO A 90-DEGREE TURN ON THE RIGHT.  TURN
 DP4705'RIGHT AND GO EAST ON FARABEE ROAD FOR 3.5 MI (5.6 KM) TO A 45-DEGREE
 DP4705'TURN ON THE RIGHT AND A SET OF METAL GATES AHEAD, ENTER THE 2 GATES
 DP4705'AND CONTINUE EAST ON A SHELL ROAD FOR 0.2 MI (0.3 KM) TO A WELL SITE
 DP4705'ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO A
 DP4705'DEPTH OF 10.0 FT (3.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP4705'12-INCH (30 CM) ROUND CONCRETE MONUMENT UNKNOWN DEPTH, FLUSH WITH THE
 DP4705'GROUND AND LEVEL WITH THE WELL SITE DRIVEWAY.
 DP4705'
 DP4705'LOCATED 76.6 FT (23.3 M) SOUTHWEST OF SURVEY MARK 24104 A, 40.8 FT
 DP4705'(12.4 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF A 12.0 FT (3.7
 DP4705'M) WIDE METAL GATE, 7.0 FT (2.1 M) SOUTH OF WELL NUMBER 24194, 1.7 FT
 DP4705'(0.5 M) NORTH OF THE SOUTHEAST BARB WIRE FENCE CORNER POST AND 1.4 FT
 DP4705'(0.4 M) NORTH OF A CARSONITE WITNESS POST.
 DP4705'
 DP4705'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0076 ***********************************************************************
 AL0076  DESIGNATION -  242
 AL0076  PID         -  AL0076
 AL0076  STATE/COUNTY-  FL/PINELLAS
 AL0076  COUNTRY     -  US
 AL0076  USGS QUAD   -  OLDSMAR (2018)
 AL0076
 AL0076                         *CURRENT SURVEY CONTROL
 AL0076  ______________________________________________________________________
 AL0076* NAD 83(1986) POSITION- 28 05 55.     (N) 082 44 23.     (W)   SCALED
 AL0076* NAVD 88 ORTHO HEIGHT -     4.267 (meters)       14.00  (feet) ADJUSTED
 AL0076  ______________________________________________________________________
 AL0076  GEOID HEIGHT    -        -25.007 (meters)                     GEOID18
 AL0076  DYNAMIC HEIGHT  -          4.261 (meters)       13.98  (feet) COMP
 AL0076  MODELED GRAVITY -    979,191.8   (mgal)                       NAVD 88
 AL0076
 AL0076  VERT ORDER      -  SECOND    CLASS II
 AL0076
 AL0076.The horizontal coordinates were scaled from a map and have
 AL0076.an estimated accuracy of +/- 6 seconds.
 AL0076
 AL0076.The orthometric height was determined by differential leveling and
 AL0076.adjusted by the NATIONAL GEODETIC SURVEY
 AL0076.in June 1991.
 AL0076
 AL0076.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0076.GEOID18 height accuracy estimate available here.
 AL0076
 AL0076.Click photographs - Photos may exist for this station.
 AL0076
 AL0076.The dynamic height is computed by dividing the NAVD 88
 AL0076.geopotential number by the normal gravity value computed on the
 AL0076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0076.degrees latitude (g = 980.6199 gals.).
 AL0076
 AL0076.The modeled gravity was interpolated from observed gravity values.
 AL0076
 AL0076;                    North         East    Units  Estimated Accuracy
 AL0076;SPC FL W     -   417,360.      127,310.      MT  (+/- 180 meters Scaled)
 AL0076
 AL0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290093(NAD 83)
 AL0076
 AL0076                          SUPERSEDED SURVEY CONTROL
 AL0076
 AL0076  NGVD 29 (??/??/92)    4.526  (m)           14.85   (f) ADJ UNCH    2 2
 AL0076
 AL0076.Superseded values are not recommended for survey control.
 AL0076
 AL0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0076.See file dsdata.pdf to determine how the superseded data were derived.
 AL0076
 AL0076_MARKER: DD = SURVEY DISK
 AL0076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0076_SP_SET: CULVERT HEADWALL
 AL0076_STAMPING: 242
 AL0076_MARK LOGO: FLSRD
 AL0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0076+STABILITY: SURFACE MOTION
 AL0076
 AL0076  HISTORY     - Date     Condition        Report By
 AL0076  HISTORY     - UNK      MONUMENTED       FLHD
 AL0076  HISTORY     - 1976     GOOD             FLDT
 AL0076  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0076
 AL0076                          STATION DESCRIPTION
 AL0076
 AL0076'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0076'2.2 MI S FROM TARPON SPRINGS.
 AL0076'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0076'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 3.45 MILE.
 AL0076'STATION ON LEFT, 62.5 FT. EAST OF THE CENTERLINE OF U.S. 19.
 AL0076'SET IN TOP OF CONCRETE HEADWALL.  SECTION 31, T27S, R16E.
 AL0076
 AL0076                          STATION RECOVERY (1984)
 AL0076
 AL0076'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0076'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0077 ***********************************************************************
 AL0077  DESIGNATION -  243
 AL0077  PID         -  AL0077
 AL0077  STATE/COUNTY-  FL/PINELLAS
 AL0077  COUNTRY     -  US
 AL0077  USGS QUAD   -  OLDSMAR (2018)
 AL0077
 AL0077                         *CURRENT SURVEY CONTROL
 AL0077  ______________________________________________________________________
 AL0077* NAD 83(1986) POSITION- 28 05 37.     (N) 082 44 23.     (W)   SCALED
 AL0077* NAVD 88 ORTHO HEIGHT -    17.889 (meters)       58.69  (feet) ADJUSTED
 AL0077  ______________________________________________________________________
 AL0077  GEOID HEIGHT    -        -24.995 (meters)                     GEOID18
 AL0077  DYNAMIC HEIGHT  -         17.863 (meters)       58.61  (feet) COMP
 AL0077  MODELED GRAVITY -    979,191.4   (mgal)                       NAVD 88
 AL0077
 AL0077  VERT ORDER      -  SECOND    CLASS II
 AL0077
 AL0077.The horizontal coordinates were scaled from a map and have
 AL0077.an estimated accuracy of +/- 6 seconds.
 AL0077
 AL0077.The orthometric height was determined by differential leveling and
 AL0077.adjusted by the NATIONAL GEODETIC SURVEY
 AL0077.in June 1991.
 AL0077
 AL0077.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0077.GEOID18 height accuracy estimate available here.
 AL0077
 AL0077.Click photographs - Photos may exist for this station.
 AL0077
 AL0077.The dynamic height is computed by dividing the NAVD 88
 AL0077.geopotential number by the normal gravity value computed on the
 AL0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0077.degrees latitude (g = 980.6199 gals.).
 AL0077
 AL0077.The modeled gravity was interpolated from observed gravity values.
 AL0077
 AL0077;                    North         East    Units  Estimated Accuracy
 AL0077;SPC FL W     -   416,800.      127,310.      MT  (+/- 180 meters Scaled)
 AL0077
 AL0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290087(NAD 83)
 AL0077
 AL0077                          SUPERSEDED SURVEY CONTROL
 AL0077
 AL0077  NGVD 29 (??/??/92)   18.148  (m)           59.54   (f) ADJ UNCH    2 2
 AL0077
 AL0077.Superseded values are not recommended for survey control.
 AL0077
 AL0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0077.See file dsdata.pdf to determine how the superseded data were derived.
 AL0077
 AL0077_MARKER: DD = SURVEY DISK
 AL0077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0077_SP_SET: CULVERT HEADWELL
 AL0077_STAMPING: 243
 AL0077_MARK LOGO: FLSRD
 AL0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0077+STABILITY: SURFACE MOTION
 AL0077
 AL0077  HISTORY     - Date     Condition        Report By
 AL0077  HISTORY     - UNK      MONUMENTED       FLHD
 AL0077  HISTORY     - 1976     GOOD             FLDT
 AL0077  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0077
 AL0077                          STATION DESCRIPTION
 AL0077
 AL0077'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0077'2.5 MI S FROM TARPON SPRINGS.
 AL0077'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0077'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 3.85 MILE.
 AL0077'STATION ON LEFT, 72.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0077'131.0 FT. SOUTH OF THE CENTERLINE OF ALDERMAN RD.  SET IN TOP
 AL0077'OF THE CONCRETE HEADWALL.  SECTION 31, T27S, R16E.
 AL0077
 AL0077                          STATION RECOVERY (1984)
 AL0077
 AL0077'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0077'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2688 ***********************************************************************
 DP2688  DESIGNATION -  24352 A
 DP2688  PID         -  DP2688
 DP2688  STATE/COUNTY-  FL/DE SOTO
 DP2688  COUNTRY     -  US
 DP2688  USGS QUAD   -  FORT OGDEN (2018)
 DP2688
 DP2688                         *CURRENT SURVEY CONTROL
 DP2688  ______________________________________________________________________
 DP2688* NAD 83(1986) POSITION- 27 03 40.6    (N) 081 53 02.3    (W)   HD_HELD2
 DP2688* NAVD 88 ORTHO HEIGHT -    12.990 (meters)       42.62  (feet) ADJUSTED
 DP2688  ______________________________________________________________________
 DP2688  GEOID HEIGHT    -        -24.356 (meters)                     GEOID18
 DP2688  DYNAMIC HEIGHT  -         12.970 (meters)       42.55  (feet) COMP
 DP2688  MODELED GRAVITY -    979,113.2   (mgal)                       NAVD 88
 DP2688
 DP2688  VERT ORDER      -  SECOND    CLASS I
 DP2688
 DP2688.The horizontal coordinates were established by autonomous hand held GPS
 DP2688.observations and have an estimated accuracy of +/- 10 meters.
 DP2688
 DP2688.The orthometric height was determined by differential leveling and
 DP2688.adjusted by the NATIONAL GEODETIC SURVEY
 DP2688.in July 2014.
 DP2688
 DP2688.No vertical observational check was made to the station.
 DP2688
 DP2688.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2688.GEOID18 height accuracy estimate available here.
 DP2688
 DP2688.Click photographs - Photos may exist for this station.
 DP2688
 DP2688.The dynamic height is computed by dividing the NAVD 88
 DP2688.geopotential number by the normal gravity value computed on the
 DP2688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2688.degrees latitude (g = 980.6199 gals.).
 DP2688
 DP2688.The modeled gravity was interpolated from observed gravity values.
 DP2688
 DP2688;                    North         East    Units  Estimated Accuracy
 DP2688;SPC FL W     -   302,199.      211,509.      MT  (+/- 10 meters HH2 GPS)
 DP2688
 DP2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1234293529(NAD 83)
 DP2688
 DP2688                          SUPERSEDED SURVEY CONTROL
 DP2688
 DP2688.No superseded survey control is available for this station.
 DP2688
 DP2688_MARKER: DD = SURVEY DISK
 DP2688_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2688_STAMPING: 24352 A 2008
 DP2688_MARK LOGO: SWFWMD
 DP2688_PROJECTION: FLUSH
 DP2688_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2688+STABILITY: SURFACE MOTION
 DP2688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2688+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2013
 DP2688_ROD/PIPE-DEPTH: 6.1 meters
 DP2688
 DP2688  HISTORY     - Date     Condition        Report By
 DP2688  HISTORY     - 20080407 MONUMENTED       SWFWMD
 DP2688  HISTORY     - 20131120 GOOD             FLDEP
 DP2688
 DP2688                          STATION DESCRIPTION
 DP2688
 DP2688'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2688'THE MARK IS ABOUT 9.2 MI (14.8 KM) NORTHEAST OF CLEVELAND, 6.8 MI
 DP2688'(10.9 KM) SOUTH OF NOCATEE, 4.6 MI (7.4 KM) EAST-SOUTHEAST OF FORT
 DP2688'OGDEN, IN SECTION 26, TOWNSHIP 39 SOUTH, RANGE 24 EAST.
 DP2688'
 DP2688'TO REACH THE MARK FROM THE INTERSECTION OF SOUTHWEST RIVER STREET AND
 DP2688'U.S. HIGHWAY 17 IN FORT OGDEN, GO SOUTH ON U.S. HIGHWAY 17 FOR 0.45 MI
 DP2688'(0.7 KM) TO THE INTERSECTION OF SOUTHWEST SENATE STREET.  TURN LEFT ON
 DP2688'SOUTHWEST SENATE STREET AND GO EAST FOR 0.4 MI (0.6 KM) TO THE
 DP2688'INTERSECTION OF 99TH STREET ON THE LEFT AND MADISON AVENUE ON THE
 DP2688'RIGHT.  CONTINUE EAST ON SOUTHWEST SENATE STREET FOR 3.0 MI (4.8 KM)
 DP2688'TO A 90 DEGREE TURN TO THE SOUTH, WHERE THE ROAD TURNS INTO SOUTHWEST
 DP2688'GRAPE AVENUE.  TURN RIGHT ON SOUTHWEST GRAPE AVENUE AND GO SOUTH FOR
 DP2688'0.4 MI (0.6 KM) TO THE JUNCTION OF SOUTHWEST GOLDENROD STREET ON THE
 DP2688'LEFT.  TURN LEFT ON SOUTHWEST GOLDENROD STREET AND GO EAST AND SOUTH
 DP2688'FOR 1.7 MI (2.7 KM) TO WHERE THE PAVEMENT ENDS AND AN ENTRANCE ROAD TO
 DP2688'A PASTURE.  CONTINUE EAST FOR 0.3 MI (0.5 KM) PASSING THROUGH A GATE
 DP2688'WITH NO LOCK.  CONTINUE EAST FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF A
 DP2688'DIRT ROAD GOING NORTH AND SOUTH.  TURN RIGHT ON THE DIRT PASTURE ROAD
 DP2688'AND GO SOUTH FOR 0.15 MI (0.2 KM) TO THE MARK ON THE RIGHT, AN
 DP2688'ALUMINUM ROD DRIVEN TO THE DEPTH OF 20.0 FT (6.1 M) WITH A SURVEY DISK
 DP2688'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DP2688'UNKNOWN DEPTH, FLUSH WITH THE GROUND.
 DP2688'
 DP2688'LOCATED 75.0 FT (22.9 M) NORTH-NORTHEAST OF SURVEY MARK 24352 B, 38.0
 DP2688'FT (11.6 M) NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE GATED
 DP2688'ENTRANCE, 10.5 FT (3.2 M) NORTHEAST OF THE NORTHERN MOST WATER
 DP2688'MONITORING WELL, 3.0 FT (0.9 M) SOUTH OF THE BARB WIRE FENCE AND 3.6
 DP2688'FT (1.1 M) SOUTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2687 ***********************************************************************
 DP2687  DESIGNATION -  24352 B
 DP2687  PID         -  DP2687
 DP2687  STATE/COUNTY-  FL/DE SOTO
 DP2687  COUNTRY     -  US
 DP2687  USGS QUAD   -  FORT OGDEN (2018)
 DP2687
 DP2687                         *CURRENT SURVEY CONTROL
 DP2687  ______________________________________________________________________
 DP2687* NAD 83(1986) POSITION- 27 03 40.0    (N) 081 53 02.5    (W)   HD_HELD2
 DP2687* NAVD 88 ORTHO HEIGHT -    12.913 (meters)       42.37  (feet) ADJUSTED
 DP2687  ______________________________________________________________________
 DP2687  GEOID HEIGHT    -        -24.355 (meters)                     GEOID18
 DP2687  DYNAMIC HEIGHT  -         12.893 (meters)       42.30  (feet) COMP
 DP2687  MODELED GRAVITY -    979,113.2   (mgal)                       NAVD 88
 DP2687
 DP2687  VERT ORDER      -  SECOND    CLASS I
 DP2687
 DP2687.The horizontal coordinates were established by autonomous hand held GPS
 DP2687.observations and have an estimated accuracy of +/- 10 meters.
 DP2687
 DP2687.The orthometric height was determined by differential leveling and
 DP2687.adjusted by the NATIONAL GEODETIC SURVEY
 DP2687.in July 2014.
 DP2687
 DP2687.No vertical observational check was made to the station.
 DP2687
 DP2687.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2687.GEOID18 height accuracy estimate available here.
 DP2687
 DP2687.Click photographs - Photos may exist for this station.
 DP2687
 DP2687.The dynamic height is computed by dividing the NAVD 88
 DP2687.geopotential number by the normal gravity value computed on the
 DP2687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2687.degrees latitude (g = 980.6199 gals.).
 DP2687
 DP2687.The modeled gravity was interpolated from observed gravity values.
 DP2687
 DP2687;                    North         East    Units  Estimated Accuracy
 DP2687;SPC FL W     -   302,180.      211,504.      MT  (+/- 10 meters HH2 GPS)
 DP2687
 DP2687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1233693511(NAD 83)
 DP2687
 DP2687                          SUPERSEDED SURVEY CONTROL
 DP2687
 DP2687.No superseded survey control is available for this station.
 DP2687
 DP2687_MARKER: DD = SURVEY DISK
 DP2687_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2687_STAMPING: 24352 B 2008
 DP2687_MARK LOGO: SWFWMD
 DP2687_PROJECTION: FLUSH
 DP2687_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2687+STABILITY: SURFACE MOTION
 DP2687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2687+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2013
 DP2687_ROD/PIPE-DEPTH: 6.1 meters
 DP2687
 DP2687  HISTORY     - Date     Condition        Report By
 DP2687  HISTORY     - 20080407 MONUMENTED       SWFWMD
 DP2687  HISTORY     - 20131120 GOOD             FLDEP
 DP2687
 DP2687                          STATION DESCRIPTION
 DP2687
 DP2687'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2687'THE MARK IS ABOUT 9.2 MI (14.8 KM) NORTHEAST OF CLEVELAND, 6.8 MI
 DP2687'(10.9 KM) SOUTH OF NOCATEE, 4.6 MI (7.4 KM) EAST-SOUTHEAST OF FORT
 DP2687'OGDEN, IN SECTION 26, TOWNSHIP 39 SOUTH, RANGE 24 EAST.
 DP2687'
 DP2687'TO REACH THE MARK FROM THE INTERSECTION OF SOUTHWEST RIVER STREET AND
 DP2687'U.S. HIGHWAY 17 IN FORT OGDEN, GO SOUTH ON U.S. HIGHWAY 17 FOR 0.45 MI
 DP2687'(0.7 KM) TO THE INTERSECTION OF SOUTHWEST SENATE STREET.  TURN LEFT ON
 DP2687'SOUTHWEST SENATE STREET AND GO EAST FOR 0.4 MI (0.6 KM) TO THE
 DP2687'INTERSECTION OF 99TH STREET ON THE LEFT AND MADISON AVENUE ON THE
 DP2687'RIGHT.  CONTINUE EAST ON SOUTHWEST SENATE STREET FOR 3.0 MI (4.8 KM)
 DP2687'TO A 90 DEGREE TURN TO THE SOUTH, WHERE THE ROAD TURNS INTO SOUTHWEST
 DP2687'GRAPE AVENUE.  TURN RIGHT ON SOUTHWEST GRAPE AVENUE AND GO SOUTH FOR
 DP2687'0.4 MI (0.6 KM) TO THE JUNCTION OF SOUTHWEST GOLDENROD STREET ON THE
 DP2687'LEFT.  TURN LEFT ON SOUTHWEST GOLDENROD STREET AND GO EAST AND SOUTH
 DP2687'FOR 1.7 MI (2.7 KM) TO WHERE THE PAVEMENT ENDS AND AN ENTRANCE ROAD TO
 DP2687'A PASTURE.  CONTINUE EAST FOR 0.3 MI (0.5 KM) PASSING THROUGH A GATE
 DP2687'WITH NO LOCK.  CONTINUE EAST FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF A
 DP2687'DIRT ROAD GOING NORTH AND SOUTH.  TURN RIGHT ON THE DIRT PASTURE ROAD
 DP2687'AND GO SOUTH FOR 0.15 MI (0.2 KM) TO THE MARK ON THE RIGHT, AN
 DP2687'ALUMINUM ROD DRIVEN TO THE DEPTH OF 20.0 FT (6.1 M) WITH A SURVEY DISK
 DP2687'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DP2687'UNKNOWN DEPTH, FLUSH WITH THE GROUND.
 DP2687'
 DP2687'LOCATED 75.0 FT (22.9 M) SOUTH-SOUTHWEST OF SURVEY MARK 24352 A, 39.6
 DP2687'FT (12.1 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE GATE
 DP2687'ENTRANCE, 5.0 FT (1.5 M) WEST OF THE SOUTHERN MOST WATER MONITORING
 DP2687'WATER WELL, 3.3 FT (1.0 M) NORTHEAST OF A CARSONITE WITNESS POST AND
 DP2687'2.7 FT (0.8 M) NORTH OF THE BARB WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2680 ***********************************************************************
 DP2680  DESIGNATION -  24368 A
 DP2680  PID         -  DP2680
 DP2680  STATE/COUNTY-  FL/DE SOTO
 DP2680  COUNTRY     -  US
 DP2680  USGS QUAD   -  FORT OGDEN (2018)
 DP2680
 DP2680                         *CURRENT SURVEY CONTROL
 DP2680  ______________________________________________________________________
 DP2680* NAD 83(1986) POSITION- 27 04 12.1    (N) 081 56 53.1    (W)   HD_HELD2
 DP2680* NAVD 88 ORTHO HEIGHT -    11.499 (meters)       37.73  (feet) ADJUSTED
 DP2680  ______________________________________________________________________
 DP2680  GEOID HEIGHT    -        -24.288 (meters)                     GEOID18
 DP2680  DYNAMIC HEIGHT  -         11.482 (meters)       37.67  (feet) COMP
 DP2680  MODELED GRAVITY -    979,115.0   (mgal)                       NAVD 88
 DP2680
 DP2680  VERT ORDER      -  SECOND    CLASS I
 DP2680
 DP2680.The horizontal coordinates were established by autonomous hand held GPS
 DP2680.observations and have an estimated accuracy of +/- 10 meters.
 DP2680
 DP2680.The orthometric height was determined by differential leveling and
 DP2680.adjusted by the NATIONAL GEODETIC SURVEY
 DP2680.in July 2014.
 DP2680
 DP2680.No vertical observational check was made to the station.
 DP2680
 DP2680.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2680.GEOID18 height accuracy estimate available here.
 DP2680
 DP2680.Click photographs - Photos may exist for this station.
 DP2680
 DP2680.The dynamic height is computed by dividing the NAVD 88
 DP2680.geopotential number by the normal gravity value computed on the
 DP2680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2680.degrees latitude (g = 980.6199 gals.).
 DP2680
 DP2680.The modeled gravity was interpolated from observed gravity values.
 DP2680
 DP2680;                    North         East    Units  Estimated Accuracy
 DP2680;SPC FL W     -   303,164.      205,149.      MT  (+/- 10 meters HH2 GPS)
 DP2680
 DP2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0599194545(NAD 83)
 DP2680
 DP2680                          SUPERSEDED SURVEY CONTROL
 DP2680
 DP2680.No superseded survey control is available for this station.
 DP2680
 DP2680_MARKER: DD = SURVEY DISK
 DP2680_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2680_STAMPING: 24368 A 2013
 DP2680_MARK LOGO: SWFWMD
 DP2680_PROJECTION: RECESSED 5 CENTIMETERS
 DP2680_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP2680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2680+STABILITY: SURFACE MOTION
 DP2680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2680+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2013
 DP2680_ROD/PIPE-DEPTH: 9.8 meters
 DP2680
 DP2680  HISTORY     - Date     Condition        Report By
 DP2680  HISTORY     - 20131220 MONUMENTED       FLDEP
 DP2680
 DP2680                          STATION DESCRIPTION
 DP2680
 DP2680'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2680'THE MARK IS ABOUT 7.9 MI (12.7 KM) SOUTHWEST OF NOCATEE, 7.5 MI (12.1
 DP2680'KM) NORTH-NORTHEAST OF CLEVELAND, 1.4 MI (2.3 KM) SOUTH-SOUTHWEST OF
 DP2680'FORT OGDEN, IN SECTION 19, TOWNSHIP 39 SOUTH, RANGE 24 EAST.
 DP2680'
 DP2680'TO REACH THE MARK FROM THE INTERSECTION OF SOUTHWEST RIVER STREET AND
 DP2680'U.S. HIGHWAY 17 IN FORT OGDEN, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.2 MI
 DP2680'(1.9 KM) TO THE INTERSECTION OF COUNTY ROAD 761 ON THE RIGHT AND 156TH
 DP2680'STREET ON THE LEFT.  TURN LEFT ON 156TH STREET AND GO EAST FOR 0.45 MI
 DP2680'(0.7 KM) TO A 90 DEGREE TURN TO THE NORTH, WHERE THE ROAD TURNS INTO
 DP2680'MADISON AVENUE, NOW GO NORTH ON MADISON AVENUE FOR 0.25 MI (0.4 KM) TO
 DP2680'THE JUNCTION OF A DIRT ROAD LEADING EAST INTO AN ORANGE GROVE.  TURN
 DP2680'RIGHT ON THE DIRT ROAD AND GO EAST INTO THE ORANGE GROVE FOR 0.1 MI
 DP2680'(0.2 KM) TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT.  TURN RIGHT ON
 DP2680'THE DIRT ROAD AND GO SOUTH AND EAST FOR 0.15 MI (0.2 KM) TO THE MARK
 DP2680'ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 32.0 FT
 DP2680'(9.8 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP2680'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6
 DP2680'CM) BELOW THE LEVEL OF THE GROUND.
 DP2680'
 DP2680'LOCATED 57.4 FT (17.5 M) NORTH-NORTHWEST OF A WATER MONITORING WELL
 DP2680'SHAFT, 55.4 FT (16.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DP2680'SAND ROAD RUNNING EAST AND WEST INSIDE THE ORANGE GROVE, 54.7 FT (16.7
 DP2680'M) NORTH-NORTHWEST OF A WATER MONITORING WELL SHAFT AND 1.5 FT (0.5 M)
 DP2680'EAST OF A CARSONITE WITNESS POST.
 DP2680'
 DP2680'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP2680'IS FACTORY INSTALLED INTO THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2681 ***********************************************************************
 DP2681  DESIGNATION -  24368 B
 DP2681  PID         -  DP2681
 DP2681  STATE/COUNTY-  FL/DE SOTO
 DP2681  COUNTRY     -  US
 DP2681  USGS QUAD   -  FORT OGDEN (2018)
 DP2681
 DP2681                         *CURRENT SURVEY CONTROL
 DP2681  ______________________________________________________________________
 DP2681* NAD 83(1986) POSITION- 27 04 11.7    (N) 081 56 52.9    (W)   HD_HELD2
 DP2681* NAVD 88 ORTHO HEIGHT -    11.331 (meters)       37.18  (feet) ADJUSTED
 DP2681  ______________________________________________________________________
 DP2681  GEOID HEIGHT    -        -24.288 (meters)                     GEOID18
 DP2681  DYNAMIC HEIGHT  -         11.314 (meters)       37.12  (feet) COMP
 DP2681  MODELED GRAVITY -    979,115.0   (mgal)                       NAVD 88
 DP2681
 DP2681  VERT ORDER      -  SECOND    CLASS I
 DP2681
 DP2681.The horizontal coordinates were established by autonomous hand held GPS
 DP2681.observations and have an estimated accuracy of +/- 10 meters.
 DP2681
 DP2681.The orthometric height was determined by differential leveling and
 DP2681.adjusted by the NATIONAL GEODETIC SURVEY
 DP2681.in July 2014.
 DP2681
 DP2681.No vertical observational check was made to the station.
 DP2681
 DP2681.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2681.GEOID18 height accuracy estimate available here.
 DP2681
 DP2681.Click photographs - Photos may exist for this station.
 DP2681
 DP2681.The dynamic height is computed by dividing the NAVD 88
 DP2681.geopotential number by the normal gravity value computed on the
 DP2681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2681.degrees latitude (g = 980.6199 gals.).
 DP2681
 DP2681.The modeled gravity was interpolated from observed gravity values.
 DP2681
 DP2681;                    North         East    Units  Estimated Accuracy
 DP2681;SPC FL W     -   303,152.      205,155.      MT  (+/- 10 meters HH2 GPS)
 DP2681
 DP2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0599694533(NAD 83)
 DP2681
 DP2681                          SUPERSEDED SURVEY CONTROL
 DP2681
 DP2681.No superseded survey control is available for this station.
 DP2681
 DP2681_MARKER: DD = SURVEY DISK
 DP2681_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2681_STAMPING: 24368 B 2013
 DP2681_MARK LOGO: SWFWMD
 DP2681_PROJECTION: RECESSED 3 CENTIMETERS
 DP2681_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP2681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2681+STABILITY: SURFACE MOTION
 DP2681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2681+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2013
 DP2681_ROD/PIPE-DEPTH: 8.7 meters
 DP2681
 DP2681  HISTORY     - Date     Condition        Report By
 DP2681  HISTORY     - 20131220 MONUMENTED       FLDEP
 DP2681
 DP2681                          STATION DESCRIPTION
 DP2681
 DP2681'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2681'THE MARK IS ABOUT 7.9 MI (12.7 KM) SOUTHWEST OF NOCATEE, 7.5 MI (12.1
 DP2681'KM) NORTH-NORTHEAST OF CLEVELAND, 1.4 MI (2.3 KM) SOUTH-SOUTHWEST OF
 DP2681'FORT OGDEN, IN SECTION 19, TOWNSHIP 39 SOUTH, RANGE 24 EAST.
 DP2681'
 DP2681'TO REACH THE MARK FROM THE INTERSECTION OF SOUTHWEST RIVER STREET AND
 DP2681'U.S. HIGHWAY 17 IN FORT OGDEN, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.2 MI
 DP2681'(1.9 KM) TO THE INTERSECTION OF COUNTY ROAD 761 ON THE RIGHT AND 156TH
 DP2681'STREET ON THE LEFT.  TURN LEFT ON 156TH STREET AND GO EAST FOR 0.45 MI
 DP2681'(0.7 KM) TO A 90 DEGREE TURN TO THE NORTH, WHERE THE ROAD TURNS INTO
 DP2681'MADISON AVENUE, NOW GO NORTH ON MADISON AVENUE FOR 0.25 MI (0.4 KM) TO
 DP2681'THE JUNCTION OF A DIRT ROAD LEADING EAST INTO AN ORANGE GROVE.  TURN
 DP2681'RIGHT ON THE DIRT ROAD AND GO EAST INTO THE ORANGE GROVE FOR 0.1 MI
 DP2681'(0.2 KM) TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT.  TURN RIGHT ON
 DP2681'THE DIRT ROAD AND GO SOUTH AND EAST FOR 0.15 MI (0.2 KM) TO THE MARK
 DP2681'ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 28.5 FT
 DP2681'(8.7 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP2681'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.1 FT
 DP2681'(0.0 M) BELOW THE LEVEL OF THE GROUND.
 DP2681'
 DP2681'LOCATED 109.7 FT (33.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DP2681'SAND ROAD GOING EAST AND WEST IN THE ORANGE GROVE, 57.4 FT (17.5 M)
 DP2681'SOUTH-SOUTHEAST OF SURVEY MARK 24368 A, 3.2 FT (1.0 M) SOUTH OF A
 DP2681'WATER MONITORING WELL SHAFT AND 1.3 FT (0.4 M) NORTH OF A CARSONITE
 DP2681'WITNESS POST.
 DP2681'
 DP2681'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF MARK, ALSO A MAGNET IS
 DP2681'FACTORY INSTALLED INTO THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4941 ***********************************************************************
 DP4941  DESIGNATION -  24385 A
 DP4941  PID         -  DP4941
 DP4941  STATE/COUNTY-  FL/DE SOTO
 DP4941  COUNTRY     -  US
 DP4941  USGS QUAD   -  GARDNER (2018)
 DP4941
 DP4941                         *CURRENT SURVEY CONTROL
 DP4941  ______________________________________________________________________
 DP4941* NAD 83(1986) POSITION- 27 17 58.9    (N) 081 49 28.8    (W)   HD_HELD2
 DP4941* NAVD 88 ORTHO HEIGHT -    22.496 (meters)       73.81  (feet) ADJUSTED
 DP4941  ______________________________________________________________________
 DP4941  GEOID HEIGHT    -        -24.654 (meters)                     GEOID18
 DP4941  DYNAMIC HEIGHT  -         22.462 (meters)       73.69  (feet) COMP
 DP4941  MODELED GRAVITY -    979,135.1   (mgal)                       NAVD 88
 DP4941
 DP4941  VERT ORDER      -  FIRST     CLASS II
 DP4941
 DP4941.The horizontal coordinates were established by autonomous hand held GPS
 DP4941.observations and have an estimated accuracy of +/- 10 meters.
 DP4941
 DP4941.The orthometric height was determined by differential leveling and
 DP4941.adjusted by the NATIONAL GEODETIC SURVEY
 DP4941.in January 2015.
 DP4941
 DP4941.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4941.GEOID18 height accuracy estimate available here.
 DP4941
 DP4941.Click photographs - Photos may exist for this station.
 DP4941
 DP4941.The dynamic height is computed by dividing the NAVD 88
 DP4941.geopotential number by the normal gravity value computed on the
 DP4941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4941.degrees latitude (g = 980.6199 gals.).
 DP4941
 DP4941.The modeled gravity was interpolated from observed gravity values.
 DP4941
 DP4941;                    North         East    Units  Estimated Accuracy
 DP4941;SPC FL W     -   328,622.      217,355.      MT  (+/- 10 meters HH2 GPS)
 DP4941
 DP4941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1839619899(NAD 83)
 DP4941
 DP4941                          SUPERSEDED SURVEY CONTROL
 DP4941
 DP4941.No superseded survey control is available for this station.
 DP4941
 DP4941_MARKER: DD = SURVEY DISK
 DP4941_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4941_STAMPING: 24385 A 2010
 DP4941_MARK LOGO: SWFWMD
 DP4941_PROJECTION: FLUSH
 DP4941_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP4941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4941+STABILITY: SURFACE MOTION
 DP4941_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4941+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2013
 DP4941_ROD/PIPE-DEPTH: 4.6 meters
 DP4941
 DP4941  HISTORY     - Date     Condition        Report By
 DP4941  HISTORY     - 20100811 MONUMENTED       SWFWMD
 DP4941  HISTORY     - 20131107 GOOD             FLDEP
 DP4941
 DP4941                          STATION DESCRIPTION
 DP4941
 DP4941'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4941'THE MARK IS ABOUT 6.4 MI (10.3 KM) SOUTHEAST OF LIMESTONE, 6.2 MI
 DP4941'(10.0 KM) NORTH-NORTHEAST OF ARCADIA, 3.9 MI (6.3 KM) SOUTH-SOUTHWEST
 DP4941'OF GARDNER, IN SECTION 33, TOWNSHIP 36 SOUTH, RANGE 25 EAST.
 DP4941'
 DP4941'TO REACH THE MARK FROM THE DE SOTO COUNTY COURT HOUSE IN ARCADIA, GO
 DP4941'NORTH ON U.S. HIGHWAY 17 (BREVARD AVENUE) FOR 6.15 MI (9.9 KM) TO THE
 DP4941'JUNCTION OF NORTHEAST BROWNVILLE STREET ON THE LEFT.  CONTINUE NORTH
 DP4941'ON U.S. HIGHWAY 17 FOR 0.1 MI (0.2 KM) TO A DRIVEWAY AT THE BROWNVILLE
 DP4941'SCHOOL HOUSE ON THE LEFT.  TURN LEFT AND GO WEST ALONG THE SOUTH SIDE
 DP4941'OF THE SCHOOL YARD FOR ABOUT 375.0 FT (114.3 M) TO A FENCED IN WELL
 DP4941'SITE AND THE MARK INSIDE, AN ALUMINUM ROD DRIVEN TO THE DEPTH OF 15.0
 DP4941'FT (4.6 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP4941'ROUND CONCRETE MONUMENT UNKNOWN DEPTH, FLUSH WITH THE GROUND AND LEVEL
 DP4941'WITH THE WELL SITE DRIVEWAY.
 DP4941'
 DP4941'LOCATED 24.6 FT (7.5 M) NORTHWEST OF SURVEY MARK 24385 B, 11.8 FT (3.6
 DP4941'M) SOUTH-SOUTHEAST OF THE NORTHWEST CHAIN LINK FENCE CORNER POST, 5.4
 DP4941'FT (1.6 M) EAST OF A CHAIN LINK FENCE, 2.3 FT (0.7 M) WEST OF THE
 DP4941'NORTHWEST WELL CASING AND 0.6 FT (18 CM) WEST OF A CARSONITE WITNESS
 DP4941'POST.
 DP4941'
 DP4941'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4942 ***********************************************************************
 DP4942  DESIGNATION -  24385 B
 DP4942  PID         -  DP4942
 DP4942  STATE/COUNTY-  FL/DE SOTO
 DP4942  COUNTRY     -  US
 DP4942  USGS QUAD   -  GARDNER (2018)
 DP4942
 DP4942                         *CURRENT SURVEY CONTROL
 DP4942  ______________________________________________________________________
 DP4942* NAD 83(1986) POSITION- 27 17 58.8    (N) 081 49 28.5    (W)   HD_HELD2
 DP4942* NAVD 88 ORTHO HEIGHT -    22.641 (meters)       74.28  (feet) ADJUSTED
 DP4942  ______________________________________________________________________
 DP4942  GEOID HEIGHT    -        -24.654 (meters)                     GEOID18
 DP4942  DYNAMIC HEIGHT  -         22.607 (meters)       74.17  (feet) COMP
 DP4942  MODELED GRAVITY -    979,135.1   (mgal)                       NAVD 88
 DP4942
 DP4942  VERT ORDER      -  FIRST     CLASS II
 DP4942
 DP4942.The horizontal coordinates were established by autonomous hand held GPS
 DP4942.observations and have an estimated accuracy of +/- 10 meters.
 DP4942
 DP4942.The orthometric height was determined by differential leveling and
 DP4942.adjusted by the NATIONAL GEODETIC SURVEY
 DP4942.in January 2015.
 DP4942
 DP4942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4942.GEOID18 height accuracy estimate available here.
 DP4942
 DP4942.Click photographs - Photos may exist for this station.
 DP4942
 DP4942.The dynamic height is computed by dividing the NAVD 88
 DP4942.geopotential number by the normal gravity value computed on the
 DP4942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4942.degrees latitude (g = 980.6199 gals.).
 DP4942
 DP4942.The modeled gravity was interpolated from observed gravity values.
 DP4942
 DP4942;                    North         East    Units  Estimated Accuracy
 DP4942;SPC FL W     -   328,619.      217,364.      MT  (+/- 10 meters HH2 GPS)
 DP4942
 DP4942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1840519896(NAD 83)
 DP4942
 DP4942                          SUPERSEDED SURVEY CONTROL
 DP4942
 DP4942.No superseded survey control is available for this station.
 DP4942
 DP4942_MARKER: DD = SURVEY DISK
 DP4942_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4942_STAMPING: 24385 B 2010
 DP4942_MARK LOGO: SWFWMD
 DP4942_PROJECTION: FLUSH
 DP4942_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP4942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4942+STABILITY: SURFACE MOTION
 DP4942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4942+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2013
 DP4942_ROD/PIPE-DEPTH: 4.6 meters
 DP4942
 DP4942  HISTORY     - Date     Condition        Report By
 DP4942  HISTORY     - 20100811 MONUMENTED       SWFWMD
 DP4942  HISTORY     - 20131107 GOOD             FLDEP
 DP4942
 DP4942                          STATION DESCRIPTION
 DP4942
 DP4942'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4942'THE MARK IS ABOUT 6.4 MI (10.3 KM) SOUTHEAST OF LIMESTONE, 6.2 MI
 DP4942'(10.0 KM) NORTH-NORTHEAST OF ARCADIA, 3.9 MI (6.3 KM) SOUTH-SOUTHWEST
 DP4942'OF GARDNER, IN SECTION 33, TOWNSHIP 36 SOUTH, RANGE 25 EAST.
 DP4942'
 DP4942'TO REACH THE MARK FROM THE DE SOTO COUNTY COURT HOUSE IN ARCADIA, GO
 DP4942'NORTH ON U.S. HIGHWAY 17 (BREVARD AVENUE) FOR 6.15 MI (9.9 KM) TO THE
 DP4942'JUNCTION OF NORTHEAST BROWNVILLE STREET ON THE LEFT.  CONTINUE NORTH
 DP4942'ON U.S. HIGHWAY 17 FOR 0.1 MI (0.2 KM) TO A DRIVEWAY AT THE BROWNVILLE
 DP4942'SCHOOL HOUSE ON THE LEFT.  TURN LEFT AND GO WEST ALONG THE SOUTH SIDE
 DP4942'OF THE SCHOOL YARD FOR ABOUT 375.0 FT (114.3 M) TO THE WELL SITE AND
 DP4942'THE MARK AHEAD, AN ALUMINUM ROD DRIVEN TO THE DEPTH OF 15.0 FT (4.6 M)
 DP4942'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP4942'CONCRETE MONUMENT UNKNOWN DEPTH, FLUSH WITH THE GROUND AND LEVEL WITH
 DP4942'THE WELL SITE DRIVEWAY.
 DP4942'
 DP4942'LOCATED 24.6 FT (7.5 M) SOUTHEAST OF SURVEY MARK 24385 A, 24.5 FT (7.5
 DP4942'M) SOUTH-SOUTHWEST OF THE NORTHEAST CHAIN LINK FENCE CORNER POST, 2.0
 DP4942'FT (0.6 M) WEST OF THE CENTER WELL CASING AND 0.6 FT (18 CM) WEST OF A
 DP4942'CARSONITE WITNESS POST.
 DP4942'
 DP4942'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4938 ***********************************************************************
 DP4938  DESIGNATION -  24390
 DP4938  PID         -  DP4938
 DP4938  STATE/COUNTY-  FL/DE SOTO
 DP4938  COUNTRY     -  US
 DP4938  USGS QUAD   -  GARDNER (2018)
 DP4938
 DP4938                         *CURRENT SURVEY CONTROL
 DP4938  ______________________________________________________________________
 DP4938* NAD 83(1986) POSITION- 27 20 12.8    (N) 081 48 24.0    (W)   HD_HELD2
 DP4938* NAVD 88 ORTHO HEIGHT -    18.700 (meters)       61.35  (feet) ADJUSTED
 DP4938  ______________________________________________________________________
 DP4938  GEOID HEIGHT    -        -24.750 (meters)                     GEOID18
 DP4938  DYNAMIC HEIGHT  -         18.671 (meters)       61.26  (feet) COMP
 DP4938  MODELED GRAVITY -    979,136.6   (mgal)                       NAVD 88
 DP4938
 DP4938  VERT ORDER      -  FIRST     CLASS II
 DP4938
 DP4938.The horizontal coordinates were established by autonomous hand held GPS
 DP4938.observations and have an estimated accuracy of +/- 10 meters.
 DP4938
 DP4938.The orthometric height was determined by differential leveling and
 DP4938.adjusted by the NATIONAL GEODETIC SURVEY
 DP4938.in January 2015.
 DP4938
 DP4938.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4938.GEOID18 height accuracy estimate available here.
 DP4938
 DP4938.Click photographs - Photos may exist for this station.
 DP4938
 DP4938.The dynamic height is computed by dividing the NAVD 88
 DP4938.geopotential number by the normal gravity value computed on the
 DP4938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4938.degrees latitude (g = 980.6199 gals.).
 DP4938
 DP4938.The modeled gravity was interpolated from observed gravity values.
 DP4938
 DP4938;                    North         East    Units  Estimated Accuracy
 DP4938;SPC FL W     -   332,746.      219,131.      MT  (+/- 10 meters HH2 GPS)
 DP4938
 DP4938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2020424007(NAD 83)
 DP4938
 DP4938                          SUPERSEDED SURVEY CONTROL
 DP4938
 DP4938.No superseded survey control is available for this station.
 DP4938
 DP4938_MARKER: DD = SURVEY DISK
 DP4938_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4938_STAMPING: 24390 2013
 DP4938_MARK LOGO: SWFWMD
 DP4938_PROJECTION: RECESSED 5 CENTIMETERS
 DP4938_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4938+STABILITY: SURFACE MOTION
 DP4938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4938+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2013
 DP4938_ROD/PIPE-DEPTH: 12.5 meters
 DP4938
 DP4938  HISTORY     - Date     Condition        Report By
 DP4938  HISTORY     - 20130814 MONUMENTED       FLDEP
 DP4938
 DP4938                          STATION DESCRIPTION
 DP4938
 DP4938'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4938'THE MARK IS ABOUT 8.1 MI (13.0 KM) SOUTHWEST OF SWEETWATER, 6.0 MI
 DP4938'(9.7 KM) EAST-SOUTHEAST OF LIMESTONE, 1.1 MI (1.8 KM) SOUTH-SOUTHWEST
 DP4938'OF GARDNER, IN SECTION 22, TOWNSHIP 36 SOUTH, RANGE 25 EAST.
 DP4938'
 DP4938'TO REACH THE MARK FROM THE DE SOTO COUNTY COURT HOUSE IN ARCADIA, GO
 DP4938'NORTH ON U.S. HIGHWAY 17 (BREVARD AVENUE) FOR 8.95 MI (14.4 KM) TO THE
 DP4938'INTERSECTION OF NORTHEAST TENNESSEE STREET AND THE MARK ON THE RIGHT,
 DP4938'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 41.0 FT (12.5 M) WITH
 DP4938'A SURVEY DISK SET ON THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE
 DP4938'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE
 DP4938'LEVEL OF THE GROUND AND LEVEL WITH U.S. HIGHWAY 17 NORTHBOUND LANES.
 DP4938'
 DP4938'LOCATED 155.5 FT (47.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DP4938'NORTHEAST TENNESSEE STREET, 125.4 FT (38.2 M) NORTHEAST OF SURVEY MARK
 DP4938'A 703, 105.0 FT (32.0 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DP4938'U.S. HIGHWAY 17 NORTHBOUND LANES, 27.7 FT (8.4 M) SOUTHEAST OF A BARB
 DP4938'WIRE FENCE, 10.2 FT (3.1 M) NORTH-NORTHEAST OF A WATER MONITORING WELL
 DP4938'AND 1.3 FT (0.4 M) WEST OF A CARSONITE WITNESS POST.
 DP4938'
 DP4938'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4938'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0078 ***********************************************************************
 AL0078  DESIGNATION -  244
 AL0078  PID         -  AL0078
 AL0078  STATE/COUNTY-  FL/PINELLAS
 AL0078  COUNTRY     -  US
 AL0078  USGS QUAD   -  OLDSMAR (2018)
 AL0078
 AL0078                         *CURRENT SURVEY CONTROL
 AL0078  ______________________________________________________________________
 AL0078* NAD 83(1986) POSITION- 28 05 25.     (N) 082 44 23.     (W)   SCALED
 AL0078* NAVD 88 ORTHO HEIGHT -    19.658 (meters)       64.49  (feet) ADJUSTED
 AL0078  ______________________________________________________________________
 AL0078  GEOID HEIGHT    -        -24.986 (meters)                     GEOID18
 AL0078  DYNAMIC HEIGHT  -         19.629 (meters)       64.40  (feet) COMP
 AL0078  MODELED GRAVITY -    979,191.1   (mgal)                       NAVD 88
 AL0078
 AL0078  VERT ORDER      -  SECOND    CLASS II
 AL0078
 AL0078.The horizontal coordinates were scaled from a map and have
 AL0078.an estimated accuracy of +/- 6 seconds.
 AL0078
 AL0078.The orthometric height was determined by differential leveling and
 AL0078.adjusted by the NATIONAL GEODETIC SURVEY
 AL0078.in June 1991.
 AL0078
 AL0078.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0078.GEOID18 height accuracy estimate available here.
 AL0078
 AL0078.Click photographs - Photos may exist for this station.
 AL0078
 AL0078.The dynamic height is computed by dividing the NAVD 88
 AL0078.geopotential number by the normal gravity value computed on the
 AL0078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0078.degrees latitude (g = 980.6199 gals.).
 AL0078
 AL0078.The modeled gravity was interpolated from observed gravity values.
 AL0078
 AL0078;                    North         East    Units  Estimated Accuracy
 AL0078;SPC FL W     -   416,430.      127,300.      MT  (+/- 180 meters Scaled)
 AL0078
 AL0078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290084(NAD 83)
 AL0078
 AL0078                          SUPERSEDED SURVEY CONTROL
 AL0078
 AL0078  NGVD 29 (??/??/92)   19.917  (m)           65.34   (f) ADJ UNCH    2 2
 AL0078
 AL0078.Superseded values are not recommended for survey control.
 AL0078
 AL0078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0078.See file dsdata.pdf to determine how the superseded data were derived.
 AL0078
 AL0078_MARKER: DD = SURVEY DISK
 AL0078_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0078_SP_SET: CULVEERT HEADWALL
 AL0078_STAMPING: 244
 AL0078_MARK LOGO: FLSRD
 AL0078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0078+STABILITY: SURFACE MOTION
 AL0078
 AL0078  HISTORY     - Date     Condition        Report By
 AL0078  HISTORY     - UNK      MONUMENTED       FLHD
 AL0078  HISTORY     - 1976     GOOD             FLDT
 AL0078  HISTORY     - 1984     MARK NOT FOUND
 AL0078
 AL0078                          STATION DESCRIPTION
 AL0078
 AL0078'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0078'2.7 MI S FROM TARPON SPRINGS.
 AL0078'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0078'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 4.05 MILE.
 AL0078'STATION ON LEFT, 61.5 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0078'69.7 FT. SW OF POWER POLE, NUMBER 14B-4965.  SET IN TOP OF
 AL0078'CONCRETE HEADWALL.  SECTION 31, T27S, R16E.
 AL0078
 AL0078                          STATION RECOVERY (1984)
 AL0078
 AL0078'RECOVERED 1984
 AL0078'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2668 ***********************************************************************
 DP2668  DESIGNATION -  24402 A
 DP2668  PID         -  DP2668
 DP2668  STATE/COUNTY-  FL/DE SOTO
 DP2668  COUNTRY     -  US
 DP2668  USGS QUAD   -  EDGEVILLE (2018)
 DP2668
 DP2668                         *CURRENT SURVEY CONTROL
 DP2668  ______________________________________________________________________
 DP2668* NAD 83(1986) POSITION- 27 15 40.7    (N) 082 00 17.7    (W)   HD_HELD2
 DP2668* NAVD 88 ORTHO HEIGHT -    17.305 (meters)       56.77  (feet) ADJUSTED
 DP2668  ______________________________________________________________________
 DP2668  GEOID HEIGHT    -        -24.497 (meters)                     GEOID18
 DP2668  DYNAMIC HEIGHT  -         17.279 (meters)       56.69  (feet) COMP
 DP2668  MODELED GRAVITY -    979,127.3   (mgal)                       NAVD 88
 DP2668
 DP2668  VERT ORDER      -  SECOND    CLASS I
 DP2668
 DP2668.The horizontal coordinates were established by autonomous hand held GPS
 DP2668.observations and have an estimated accuracy of +/- 10 meters.
 DP2668
 DP2668.The orthometric height was determined by differential leveling and
 DP2668.adjusted by the NATIONAL GEODETIC SURVEY
 DP2668.in July 2014.
 DP2668
 DP2668.No vertical observational check was made to the station.
 DP2668
 DP2668.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2668.GEOID18 height accuracy estimate available here.
 DP2668
 DP2668.Click photographs - Photos may exist for this station.
 DP2668
 DP2668.The dynamic height is computed by dividing the NAVD 88
 DP2668.geopotential number by the normal gravity value computed on the
 DP2668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2668.degrees latitude (g = 980.6199 gals.).
 DP2668
 DP2668.The modeled gravity was interpolated from observed gravity values.
 DP2668
 DP2668;                    North         East    Units  Estimated Accuracy
 DP2668;SPC FL W     -   324,356.      199,513.      MT  (+/- 10 meters HH2 GPS)
 DP2668
 DP2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0052515777(NAD 83)
 DP2668
 DP2668                          SUPERSEDED SURVEY CONTROL
 DP2668
 DP2668.No superseded survey control is available for this station.
 DP2668
 DP2668_MARKER: DD = SURVEY DISK
 DP2668_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2668_STAMPING: 24402 A 2014
 DP2668_MARK LOGO: SWFWMD
 DP2668_PROJECTION: RECESSED 3 CENTIMETERS
 DP2668_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP2668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2668+STABILITY: SURFACE MOTION
 DP2668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2668+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2014
 DP2668_ROD/PIPE-DEPTH: 9.6 meters
 DP2668
 DP2668  HISTORY     - Date     Condition        Report By
 DP2668  HISTORY     - 20140115 MONUMENTED       FLDEP
 DP2668
 DP2668                          STATION DESCRIPTION
 DP2668
 DP2668'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP2668'THE MARK IS ABOUT 9.7 MI (15.6 KM) SOUTHWEST OF LIMESTONE, 9.5 MI
 DP2668'(15.3 KM) WEST-NORTHWEST OF ARCADIA, 7.3 MI (11.7 KM) EAST-SOUTHEAST
 DP2668'OF EDGEVILLE, IN SECTION 15, TOWNSHIP 37 SOUTH, RANGE 23 EAST.
 DP2668'
 DP2668'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 (NORTH
 DP2668'DESOTO AVENUE) SOUTHBOUND LANES AND U.S. HIGHWAY 70 (HICKORY STREET)
 DP2668'WESTBOUND LANES IN ARCADIA, GO WEST ON U.S HIGHWAY 70 FOR 7.9 MI (12.7
 DP2668'KM) TO THE JUNCTION OF COUNTY ROAD 665 ON THE RIGHT.  CONTINUE WEST ON
 DP2668'U.S. HIGHWAY 70 FOR 2.05 MI (3.3 KM) TO A DIM TRAIL ON THE LEFT, WITH
 DP2668'A METAL GATE ACCESS.  TURN LEFT ON THE DIM TRAIL, PASSING THROUGH THE
 DP2668'GATE, GO SOUTHEASTERLY FOR ABOUT 0.8 MI (1.3 KM) TO A FENCE WITH A
 DP2668'GATE ACCESS.  CONTINUE THROUGH THE GATE, BEAR RIGHT AND GO WEST FOR
 DP2668'ABOUT 0.5 MI (0.8 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN
 DP2668'TO REFUSAL AT A DEPTH OF 31.6 FT (9.6 M) WITH A SURVEY DISK SET ON THE
 DP2668'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP2668'M) DEEP, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND
 DP2668'LEVEL WITH THE DIM TRAIL.
 DP2668'
 DP2668'LOCATED 136.5 FT (41.6 M) NORTH-NORTHEAST OF THE WATER MONITORING WELL
 DP2668'SHAFT, 133.5 FT (40.7 M) NORTH-NORTHEAST OF SURVEY MARK 24402 B, 1.2
 DP2668'FT (0.4 M) SOUTH OF A 4.0 FT (1.2 M) TALL BARB WIRE FENCE AND 1.0 FT
 DP2668'(0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 DP2668'
 DP2668'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2669 ***********************************************************************
 DP2669  DESIGNATION -  24402 B
 DP2669  PID         -  DP2669
 DP2669  STATE/COUNTY-  FL/DE SOTO
 DP2669  COUNTRY     -  US
 DP2669  USGS QUAD   -  EDGEVILLE (2018)
 DP2669
 DP2669                         *CURRENT SURVEY CONTROL
 DP2669  ______________________________________________________________________
 DP2669* NAD 83(1986) POSITION- 27 15 40.0    (N) 082 00 18.6    (W)   HD_HELD2
 DP2669* NAVD 88 ORTHO HEIGHT -    17.580 (meters)       57.68  (feet) ADJUSTED
 DP2669  ______________________________________________________________________
 DP2669  GEOID HEIGHT    -        -24.497 (meters)                     GEOID18
 DP2669  DYNAMIC HEIGHT  -         17.553 (meters)       57.59  (feet) COMP
 DP2669  MODELED GRAVITY -    979,127.3   (mgal)                       NAVD 88
 DP2669
 DP2669  VERT ORDER      -  SECOND    CLASS I
 DP2669
 DP2669.The horizontal coordinates were established by autonomous hand held GPS
 DP2669.observations and have an estimated accuracy of +/- 10 meters.
 DP2669
 DP2669.The orthometric height was determined by differential leveling and
 DP2669.adjusted by the NATIONAL GEODETIC SURVEY
 DP2669.in July 2014.
 DP2669
 DP2669.No vertical observational check was made to the station.
 DP2669
 DP2669.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2669.GEOID18 height accuracy estimate available here.
 DP2669
 DP2669.Click photographs - Photos may exist for this station.
 DP2669
 DP2669.The dynamic height is computed by dividing the NAVD 88
 DP2669.geopotential number by the normal gravity value computed on the
 DP2669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2669.degrees latitude (g = 980.6199 gals.).
 DP2669
 DP2669.The modeled gravity was interpolated from observed gravity values.
 DP2669
 DP2669;                    North         East    Units  Estimated Accuracy
 DP2669;SPC FL W     -   324,335.      199,488.      MT  (+/- 10 meters HH2 GPS)
 DP2669
 DP2669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0050015756(NAD 83)
 DP2669
 DP2669                          SUPERSEDED SURVEY CONTROL
 DP2669
 DP2669.No superseded survey control is available for this station.
 DP2669
 DP2669_MARKER: DD = SURVEY DISK
 DP2669_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2669_STAMPING: 24402 B 2014
 DP2669_MARK LOGO: SWFWMD
 DP2669_PROJECTION: RECESSED 5 CENTIMETERS
 DP2669_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP2669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2669+STABILITY: SURFACE MOTION
 DP2669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2669+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2014
 DP2669_ROD/PIPE-DEPTH: 13.8 meters
 DP2669
 DP2669  HISTORY     - Date     Condition        Report By
 DP2669  HISTORY     - 20140115 MONUMENTED       FLDEP
 DP2669
 DP2669                          STATION DESCRIPTION
 DP2669
 DP2669'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP2669'THE MARK IS ABOUT 9.7 MI (15.6 KM) SOUTHWEST OF LIMESTONE, 9.5 MI
 DP2669'(15.3 KM) WEST-NORTHWEST OF ARCADIA, 7.3 MI (11.7 KM) EAST-SOUTHEAST
 DP2669'OF EDGEVILLE, IN SECTION 15, TOWNSHIP 37 SOUTH, RANGE 23 EAST.
 DP2669'
 DP2669'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 (NORTH
 DP2669'DESOTO AVENUE) SOUTHBOUND LANES AND U.S. HIGHWAY 70 (HICKORY STREET)
 DP2669'WESTBOUND LANES IN ARCADIA, GO WEST ON U.S HIGHWAY 70 FOR 7.9 MI (12.7
 DP2669'KM) TO THE JUNCTION OF COUNTY ROAD 665 ON THE RIGHT.  CONTINUE WEST ON
 DP2669'U.S. HIGHWAY 70 FOR 2.05 MI (3.3 KM) TO A DIM TRAIL ON THE LEFT, WITH
 DP2669'A METAL GATE ACCESS.  TURN LEFT ON THE DIM TRAIL, PASSING THROUGH THE
 DP2669'GATE, GO SOUTHEASTERLY FOR ABOUT 0.8 MI (1.3 KM) TO A FENCE WITH A
 DP2669'GATE ACCESS.  CONTINUE THROUGH THE GATE, BEAR RIGHT AND GO WEST FOR
 DP2669'ABOUT 0.5 MI (0.8 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN
 DP2669'TO REFUSAL AT A DEPTH OF 45.3 FT (13.8 M) WITH A SURVEY DISK SET ON
 DP2669'THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT
 DP2669'(0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DP2669'LEVEL WITH THE DIM TRAIL.
 DP2669'
 DP2669'LOCATED 133.5 FT (40.7 M) NORTH-NORTHEAST OF SURVEY MARK 24402 A,
 DP2669'119.5 FT (36.4 M) SOUTH OF A 4.0 FT (1.2 M) TALL BARB WIRE FENCE, 5.5
 DP2669'FT (1.7 M) EAST OF THE WATER MONITORING WELL SHAFT AND 1.0 FT (0.3 M)
 DP2669'SOUTHEAST OF A CARSONITE WITNESS POST.
 DP2669'
 DP2669'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2667 ***********************************************************************
 DP2667  DESIGNATION -  24411
 DP2667  PID         -  DP2667
 DP2667  STATE/COUNTY-  FL/DE SOTO
 DP2667  COUNTRY     -  US
 DP2667  USGS QUAD   -  EDGEVILLE (2018)
 DP2667
 DP2667                         *CURRENT SURVEY CONTROL
 DP2667  ______________________________________________________________________
 DP2667* NAD 83(1986) POSITION- 27 17 06.9    (N) 082 02 27.1    (W)   HD_HELD2
 DP2667* NAVD 88 ORTHO HEIGHT -    19.473 (meters)       63.89  (feet) ADJUSTED
 DP2667  ______________________________________________________________________
 DP2667  GEOID HEIGHT    -        -24.524 (meters)                     GEOID18
 DP2667  DYNAMIC HEIGHT  -         19.443 (meters)       63.79  (feet) COMP
 DP2667  MODELED GRAVITY -    979,128.0   (mgal)                       NAVD 88
 DP2667
 DP2667  VERT ORDER      -  SECOND    CLASS I
 DP2667
 DP2667.The horizontal coordinates were established by autonomous hand held GPS
 DP2667.observations and have an estimated accuracy of +/- 10 meters.
 DP2667
 DP2667.The orthometric height was determined by differential leveling and
 DP2667.adjusted by the NATIONAL GEODETIC SURVEY
 DP2667.in July 2014.
 DP2667
 DP2667.No vertical observational check was made to the station.
 DP2667
 DP2667.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2667.GEOID18 height accuracy estimate available here.
 DP2667
 DP2667.Click photographs - Photos may exist for this station.
 DP2667
 DP2667.The dynamic height is computed by dividing the NAVD 88
 DP2667.geopotential number by the normal gravity value computed on the
 DP2667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2667.degrees latitude (g = 980.6199 gals.).
 DP2667
 DP2667.The modeled gravity was interpolated from observed gravity values.
 DP2667
 DP2667;                    North         East    Units  Estimated Accuracy
 DP2667;SPC FL W     -   327,010.      195,955.      MT  (+/- 10 meters HH2 GPS)
 DP2667
 DP2667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9698918458(NAD 83)
 DP2667
 DP2667                          SUPERSEDED SURVEY CONTROL
 DP2667
 DP2667.No superseded survey control is available for this station.
 DP2667
 DP2667_MARKER: DD = SURVEY DISK
 DP2667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2667_STAMPING: 24411 2008
 DP2667_MARK LOGO: SWFWMD
 DP2667_PROJECTION: FLUSH
 DP2667_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2667+STABILITY: SURFACE MOTION
 DP2667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2667+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2013
 DP2667
 DP2667  HISTORY     - Date     Condition        Report By
 DP2667  HISTORY     - 20081029 MONUMENTED       SWFWMD
 DP2667  HISTORY     - 20131220 GOOD             FLDEP
 DP2667
 DP2667                          STATION DESCRIPTION
 DP2667
 DP2667'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP2667'THE MARK IS ABOUT 10.3 MI (16.6 KM) WEST-SOUTHWEST OF LIMESTONE, 8.6
 DP2667'MI (13.8 KM) EAST-SOUTHEAST OF MYAKKA CITY, 4.6 MI (7.4 KM)
 DP2667'EAST-SOUTHEAST OF EDGEVILLE, IN SECTION 6, TOWNSHIP 37 SOUTH, RANGE 23
 DP2667'EAST.
 DP2667'
 DP2667'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO SOUTHEAST ON
 DP2667'STATE ROAD 70 FOR 7.85 MI (12.6 KM) TO THE JUNCTION OF COUNTY LINE
 DP2667'ROAD ON THE RIGHT.  CONTINUE SOUTHEAST ON STATE ROAD 70 FOR 1.05 MI
 DP2667'(1.7 KM) TO THE JUNCTION OF A GATED WELL SITE ROAD ON THE RIGHT AND
 DP2667'THE MARK ON THE RIGHT, AN ALUMINUM SURVEY DISK SET ON THE TOP OF A
 DP2667'12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 DP2667'LEVEL WITH THE WELL SITE DRIVEWAY.
 DP2667'
 DP2667'LOCATED 131.3 FT (40.0 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DP2667'STATE ROAD 70, 62.2 FT (19.0 M) SOUTHWEST OF SURVEY MARK L 642, 11.4
 DP2667'FT (3.5 M) SOUTHWEST OF THE SOUTHWESTERN MOST OF 4 WELL CASINGS, 1.4
 DP2667'FT (0.4 M) NORTHEAST OF A BARB WIRE FENCE CORNER POST AND 0.7 FT (21
 DP2667'CM) NORTHEAST OF A CARSONITE WITNESS POST.
 DP2667'
 DP2667'NOTE-UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4789 ***********************************************************************
 DP4789  DESIGNATION -  24431
 DP4789  PID         -  DP4789
 DP4789  STATE/COUNTY-  FL/DE SOTO
 DP4789  COUNTRY     -  US
 DP4789  USGS QUAD   -  NOCATEE (2018)
 DP4789
 DP4789                         *CURRENT SURVEY CONTROL
 DP4789  ______________________________________________________________________
 DP4789* NAD 83(1986) POSITION- 27 09 59.9    (N) 081 52 46.2    (W)   HD_HELD2
 DP4789* NAVD 88 ORTHO HEIGHT -     9.963 (meters)       32.69  (feet) ADJUSTED
 DP4789  ______________________________________________________________________
 DP4789  GEOID HEIGHT    -        -24.459 (meters)                     GEOID18
 DP4789  DYNAMIC HEIGHT  -          9.948 (meters)       32.64  (feet) COMP
 DP4789  MODELED GRAVITY -    979,123.3   (mgal)                       NAVD 88
 DP4789
 DP4789  VERT ORDER      -  FIRST     CLASS II
 DP4789
 DP4789.The horizontal coordinates were established by autonomous hand held GPS
 DP4789.observations and have an estimated accuracy of +/- 10 meters.
 DP4789
 DP4789.The orthometric height was determined by differential leveling and
 DP4789.adjusted by the NATIONAL GEODETIC SURVEY
 DP4789.in February 2015.
 DP4789
 DP4789.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4789.GEOID18 height accuracy estimate available here.
 DP4789
 DP4789.Click photographs - Photos may exist for this station.
 DP4789
 DP4789.The dynamic height is computed by dividing the NAVD 88
 DP4789.geopotential number by the normal gravity value computed on the
 DP4789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4789.degrees latitude (g = 980.6199 gals.).
 DP4789
 DP4789.The modeled gravity was interpolated from observed gravity values.
 DP4789
 DP4789;                    North         East    Units  Estimated Accuracy
 DP4789;SPC FL W     -   313,873.      211,942.      MT  (+/- 10 meters HH2 GPS)
 DP4789
 DP4789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1286705197(NAD 83)
 DP4789
 DP4789                          SUPERSEDED SURVEY CONTROL
 DP4789
 DP4789.No superseded survey control is available for this station.
 DP4789
 DP4789_MARKER: DD = SURVEY DISK
 DP4789_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP4789_SP_SET: GUARD RAIL
 DP4789_STAMPING: 24431
 DP4789_MARK LOGO: FLDT
 DP4789_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4789+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2013
 DP4789
 DP4789  HISTORY     - Date     Condition        Report By
 DP4789  HISTORY     - UNK      MONUMENTED       FLDT
 DP4789  HISTORY     - 20131218 GOOD             FLDEP
 DP4789
 DP4789                          STATION DESCRIPTION
 DP4789
 DP4789'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4789'THE MARK IS ABOUT 7.1 MI (11.4 KM) NORTHEAST OF FORT OGDEN, 3.6 MI
 DP4789'(5.8 KM) SOUTH-SOUTHWEST OF ARCADIA AND IN THE TOWN OF NOCATEE, IN
 DP4789'SECTION 14, TOWNSHIP 38 SOUTH, RANGE 24 EAST.
 DP4789'
 DP4789'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, COUNTY
 DP4789'ROAD 760 ON THE LEFT AND WELLS AVENUE ON THE RIGHT IN NOCATEE, GO
 DP4789'NORTHWEST ON U.S. HIGHWAY 17 FOR 0.55 MI (0.9 KM) TO THE BRIDGE AT
 DP4789'JOSHUA CREEK AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE
 DP4789'SOUTHEAST END OF A CONCRETE GUARDRAIL OF THE BRIDGE, ABOUT 2.6 FT (0.8
 DP4789'M) ABOVE THE LEVEL OF U.S. HIGHWAY 17.
 DP4789'
 DP4789'LOCATED 80.0 FT (24.4 M) SOUTHWEST OF A STREAM GAUGE WATER MONITORING
 DP4789'WELL SHAFT, 17.0 FT (5.2 M) SOUTH THE APPROXIMATE CENTERLINE OF U.S.
 DP4789'HIGHWAY 17, 10.6 FT (3.2 M) EAST-NORTHEAST OF AN ASPHALT SEAM IN THE
 DP4789'ROAD AND 6.8 FT (2.1 M) NORTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5288 ***********************************************************************
 DP5288  DESIGNATION -  24443 A
 DP5288  PID         -  DP5288
 DP5288  STATE/COUNTY-  FL/CHARLOTTE
 DP5288  COUNTRY     -  US
 DP5288  USGS QUAD   -  FORT OGDEN (2018)
 DP5288
 DP5288                         *CURRENT SURVEY CONTROL
 DP5288  ______________________________________________________________________
 DP5288* NAD 83(1986) POSITION- 27 01 53.5    (N) 082 00 00.6    (W)   HD_HELD2
 DP5288* NAVD 88 ORTHO HEIGHT -     2.304 (meters)        7.56  (feet) ADJUSTED
 DP5288  ______________________________________________________________________
 DP5288  GEOID HEIGHT    -        -24.180 (meters)                     GEOID18
 DP5288  DYNAMIC HEIGHT  -          2.300 (meters)        7.55  (feet) COMP
 DP5288  MODELED GRAVITY -    979,115.2   (mgal)                       NAVD 88
 DP5288
 DP5288  VERT ORDER      -  SECOND    CLASS I
 DP5288
 DP5288.The horizontal coordinates were established by autonomous hand held GPS
 DP5288.observations and have an estimated accuracy of +/- 10 meters.
 DP5288
 DP5288.The orthometric height was determined by differential leveling and
 DP5288.adjusted by the NATIONAL GEODETIC SURVEY
 DP5288.in March 2015.
 DP5288
 DP5288.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5288.GEOID18 height accuracy estimate available here.
 DP5288
 DP5288.Click photographs - Photos may exist for this station.
 DP5288
 DP5288.The dynamic height is computed by dividing the NAVD 88
 DP5288.geopotential number by the normal gravity value computed on the
 DP5288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5288.degrees latitude (g = 980.6199 gals.).
 DP5288
 DP5288.The modeled gravity was interpolated from observed gravity values.
 DP5288
 DP5288;                    North         East    Units  Estimated Accuracy
 DP5288;SPC FL W     -   298,897.      199,983.      MT  (+/- 10 meters HH2 GPS)
 DP5288
 DP5288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0079290320(NAD 83)
 DP5288
 DP5288                          SUPERSEDED SURVEY CONTROL
 DP5288
 DP5288.No superseded survey control is available for this station.
 DP5288
 DP5288_MARKER: DD = SURVEY DISK
 DP5288_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5288_STAMPING: 24443 A 2008
 DP5288_MARK LOGO: SWFWMD
 DP5288_PROJECTION: RECESSED 5 CENTIMETERS
 DP5288_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5288+STABILITY: SURFACE MOTION
 DP5288_ROD/PIPE-DEPTH: 3.0 meters
 DP5288
 DP5288  HISTORY     - Date     Condition        Report By
 DP5288  HISTORY     - 20080828 MONUMENTED       SWFWMD
 DP5288  HISTORY     - 20140311 GOOD             FLDEP
 DP5288
 DP5288                          STATION DESCRIPTION
 DP5288
 DP5288'DESCRIBED BY FL DEPT OF ENV PRO 2014 (JRH)
 DP5288'THE MARK IS ABOUT 7.6 MI (12.2 KM) NORTH-NORTHEAST OF PUNTA GORDA, 4.9
 DP5288'MI (7.9 KM) NORTH OF CLEVELAND, 4.8 MI (7.7 KM) SOUTHWEST OF FORT
 DP5288'OGDEN, IN SECTION 3, TOWNSHIP 40, RANGE 23 EAST.
 DP5288'
 DP5288'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 769 (KINGS
 DP5288'HIGHWAY) AND THE INTERSTATE 75 OVERPASS ABOUT 3.5 MI (5.6 KM)
 DP5288'NORTHEAST OF PORT CHARLOTTE, GO NORTHEAST ON COUNTY ROAD 769 (KINGS
 DP5288'HIGHWAY) FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF SANDHILL BOULEVARD ON
 DP5288'THE RIGHT.  TURN RIGHT ON SANDHILL BOULEVARD AND GO SOUTHEAST FOR 3.0
 DP5288'MI (4.8 KM) TO THE JUNCTION OF SEASONS DRIVE ON THE LEFT.  TURN LEFT
 DP5288'ON SEASONS DRIVE AND GO NORTH FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF
 DP5288'TIERRA DEL FUEGO CIRCLE ON THE RIGHT.  TURN RIGHT ON TIERRA DEL FUEGO
 DP5288'CIRCLE AND FOLLOW THE CIRCLE FOR 0.6 MI (1.0 KM) TO THE INTERSECTION
 DP5288'OF GUAPORE DRIVE.  TURN RIGHT ON GUAPORE DRIVE AND GO EAST AND NORTH
 DP5288'FOR 0.15 MI (0.2 KM) TO A GRASS TRAIL ROAD ON THE RIGHT JUST SOUTH OF
 DP5288'THE CULDASACK AT ROADS END.  TURN RIGHT ON THE GRASS TRAIL ROAD AND GO
 DP5288'NORTHEAST FOR 0.05 MI (0.1 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM
 DP5288'ROD DRIVEN TO THE DEPTH OF 10.0 FT (3.0 M) WITH A SURVEY DISK SET ON
 DP5288'THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT UNKNOWN
 DP5288'DEPTH, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DP5288'LEVEL WITH THE GRASS TRAIL ROAD.
 DP5288'
 DP5288'LOCATED 40.8 FT (12.4 M) NORTH OF SURVEY MARK 24443 B, 5.3 FT (1.6 M)
 DP5288'SOUTH-SOUTHWEST OF THE NORTHEAST FENCE CORNER, 2.5 FT (0.8 M) SOUTH OF
 DP5288'THE WELL SHAFT AND 0.6 FT (18 CM) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5287 ***********************************************************************
 DP5287  DESIGNATION -  24443 B
 DP5287  PID         -  DP5287
 DP5287  STATE/COUNTY-  FL/CHARLOTTE
 DP5287  COUNTRY     -  US
 DP5287  USGS QUAD   -  FORT OGDEN (2018)
 DP5287
 DP5287                         *CURRENT SURVEY CONTROL
 DP5287  ______________________________________________________________________
 DP5287* NAD 83(1986) POSITION- 27 01 53.0    (N) 082 00 00.7    (W)   HD_HELD2
 DP5287* NAVD 88 ORTHO HEIGHT -     2.298 (meters)        7.54  (feet) ADJUSTED
 DP5287  ______________________________________________________________________
 DP5287  GEOID HEIGHT    -        -24.179 (meters)                     GEOID18
 DP5287  DYNAMIC HEIGHT  -          2.294 (meters)        7.53  (feet) COMP
 DP5287  MODELED GRAVITY -    979,115.2   (mgal)                       NAVD 88
 DP5287
 DP5287  VERT ORDER      -  SECOND    CLASS I
 DP5287
 DP5287.The horizontal coordinates were established by autonomous hand held GPS
 DP5287.observations and have an estimated accuracy of +/- 10 meters.
 DP5287
 DP5287.The orthometric height was determined by differential leveling and
 DP5287.adjusted by the NATIONAL GEODETIC SURVEY
 DP5287.in March 2015.
 DP5287
 DP5287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5287.GEOID18 height accuracy estimate available here.
 DP5287
 DP5287.Click photographs - Photos may exist for this station.
 DP5287
 DP5287.The dynamic height is computed by dividing the NAVD 88
 DP5287.geopotential number by the normal gravity value computed on the
 DP5287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5287.degrees latitude (g = 980.6199 gals.).
 DP5287
 DP5287.The modeled gravity was interpolated from observed gravity values.
 DP5287
 DP5287;                    North         East    Units  Estimated Accuracy
 DP5287;SPC FL W     -   298,882.      199,981.      MT  (+/- 10 meters HH2 GPS)
 DP5287
 DP5287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0079090305(NAD 83)
 DP5287
 DP5287                          SUPERSEDED SURVEY CONTROL
 DP5287
 DP5287.No superseded survey control is available for this station.
 DP5287
 DP5287_MARKER: DD = SURVEY DISK
 DP5287_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5287_STAMPING: 24443 B 2008
 DP5287_MARK LOGO: SWFWMD
 DP5287_PROJECTION: RECESSED 5 CENTIMETERS
 DP5287_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5287+STABILITY: SURFACE MOTION
 DP5287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5287+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2014
 DP5287_ROD/PIPE-DEPTH: 3.0 meters
 DP5287
 DP5287  HISTORY     - Date     Condition        Report By
 DP5287  HISTORY     - 20080828 MONUMENTED       SWFWMD
 DP5287  HISTORY     - 20140311 GOOD             FLDEP
 DP5287
 DP5287                          STATION DESCRIPTION
 DP5287
 DP5287'DESCRIBED BY FL DEPT OF ENV PRO 2014 (JRH)
 DP5287'THE MARK IS ABOUT 7.6 MI (12.2 KM) NORTH-NORTHEAST OF PUNTA GORDA, 4.9
 DP5287'MI (7.9 KM) NORTH OF CLEVELAND, 4.8 MI (7.7 KM) SOUTHWEST OF FORT
 DP5287'OGDEN, IN SECTION 3, TOWNSHIP 40, RANGE 23 EAST.
 DP5287'
 DP5287'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 769 (KINGS
 DP5287'HIGHWAY) AND THE INTERSTATE 75 OVERPASS ABOUT 3.5 MI (5.6 KM)
 DP5287'NORTHEAST OF PORT CHARLOTTE, GO NORTHEAST ON COUNTY ROAD 769 (KINGS
 DP5287'HIGHWAY) FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF SANDHILL BOULEVARD ON
 DP5287'THE RIGHT.  TURN RIGHT ON SANDHILL BOULEVARD AND GO SOUTHEAST FOR 3.0
 DP5287'MI (4.8 KM) TO THE JUNCTION OF SEASONS DRIVE ON THE LEFT.  TURN LEFT
 DP5287'ON SEASONS DRIVE AND GO NORTH FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF
 DP5287'TIERRA DEL FUEGO CIRCLE ON THE RIGHT.  TURN RIGHT ON TIERRA DEL FUEGO
 DP5287'CIRCLE AND FOLLOW THE CIRCLE FOR 0.6 MI (1.0 KM) TO THE INTERSECTION
 DP5287'OF GUAPORE DRIVE.  TURN RIGHT ON GUAPORE DRIVE AND GO EAST AND NORTH
 DP5287'FOR 0.15 MI (0.2 KM) TO A GRASS TRAIL ROAD ON THE RIGHT JUST SOUTH OF
 DP5287'THE CULDASACK AT ROADS END.  TURN RIGHT ON THE GRASS TRAIL ROAD AND GO
 DP5287'NORTHEAST FOR 0.05 MI (0.1 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM
 DP5287'ROD DRIVEN TO THE DEPTH OF 10.0 FT (3.0 M) WITH A SURVEY DISK SET ON
 DP5287'THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT UNKNOWN
 DP5287'DEPTH, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DP5287'LEVEL WITH THE GRASS TRAIL ROAD.
 DP5287'
 DP5287'LOCATED 40.8 FT (12.4 M) SOUTH OF SURVEY MARK 24443 A, 4.9 FT (1.5 M)
 DP5287'NORTHWEST OF THE SOUTHEAST FENCE CORNER, 2.5 FT (0.8 M) SOUTH OF THE
 DP5287'WELL SHAFT AND 0.6 FT (18 CM) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4882 ***********************************************************************
 DP4882  DESIGNATION -  24454 A
 DP4882  PID         -  DP4882
 DP4882  STATE/COUNTY-  FL/CHARLOTTE
 DP4882  COUNTRY     -  US
 DP4882  USGS QUAD   -  CLEVELAND (2018)
 DP4882
 DP4882                         *CURRENT SURVEY CONTROL
 DP4882  ______________________________________________________________________
 DP4882* NAD 83(1986) POSITION- 26 59 26.14   (N) 081 53 40.05   (W)   HD_HELD1
 DP4882* NAVD 88 ORTHO HEIGHT -     3.946 (meters)       12.95  (feet) ADJUSTED
 DP4882  ______________________________________________________________________
 DP4882  GEOID HEIGHT    -        -24.276 (meters)                     GEOID18
 DP4882  DYNAMIC HEIGHT  -          3.939 (meters)       12.92  (feet) COMP
 DP4882  MODELED GRAVITY -    979,109.9   (mgal)                       NAVD 88
 DP4882
 DP4882  VERT ORDER      -  FIRST     CLASS II
 DP4882
 DP4882.The horizontal coordinates were determined by differentially corrected
 DP4882.hand held GPS observations or other comparable positioning techniques
 DP4882.and have an estimated accuracy of +/- 3 meters.
 DP4882
 DP4882.The orthometric height was determined by differential leveling and
 DP4882.adjusted by the NATIONAL GEODETIC SURVEY
 DP4882.in February 2015.
 DP4882
 DP4882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4882.GEOID18 height accuracy estimate available here.
 DP4882
 DP4882.Click photographs - Photos may exist for this station.
 DP4882
 DP4882.The dynamic height is computed by dividing the NAVD 88
 DP4882.geopotential number by the normal gravity value computed on the
 DP4882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4882.degrees latitude (g = 980.6199 gals.).
 DP4882
 DP4882.The modeled gravity was interpolated from observed gravity values.
 DP4882
 DP4882;                    North         East    Units  Estimated Accuracy
 DP4882;SPC FL W     -   294,366.3     210,475.8     MT  (+/- 3 meters HH1 GPS) 
 DP4882
 DP4882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1124685707(NAD 83)
 DP4882
 DP4882                          SUPERSEDED SURVEY CONTROL
 DP4882
 DP4882.No superseded survey control is available for this station.
 DP4882
 DP4882_MARKER: DB = BENCH MARK DISK
 DP4882_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP4882_SP_SET: BRIDGE WING WALL
 DP4882_STAMPING: 24454A
 DP4882_MARK LOGO: FLSRD
 DP4882_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4882+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2018
 DP4882
 DP4882  HISTORY     - Date     Condition        Report By
 DP4882  HISTORY     - UNK      MONUMENTED       FLSRD
 DP4882  HISTORY     - 20140226 GOOD             FLDEP
 DP4882  HISTORY     - 20180201 GOOD             FLSRD
 DP4882
 DP4882                          STATION DESCRIPTION
 DP4882
 DP4882'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4882'THE MARK IS ABOUT 8.8 MI (14.2 KM) WEST-NORTHWEST OF BERMONT, 7.5 MI
 DP4882'(12.1 KM) SOUTH-SOUTHEAST OF FORT OGDEN, 5.9 MI (9.5 KM)
 DP4882'EAST-NORTHEAST OF CLEVELAND, IN SECTION 15, TOWNSHIP 40 SOUTH, RANGE
 DP4882'24 EAST.
 DP4882'
 DP4882'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP4882'ROAD 74 (BERMONT ROAD) ON THE SOUTH SIDE OF CLEVELAND, GO NORTHEAST ON
 DP4882'U.S. HIGHWAY 17 FOR 3.0 MI (4.8 KM) TO THE JUNCTION OF WASHINGTON LOOP
 DP4882'ROAD (COUNTY ROAD 764) ON THE RIGHT, TURN RIGHT ON WASHINGTON LOOP
 DP4882'ROAD (COUNTY ROAD 764) AND GO EASTERLY FOR 3.75 MI (6.0 KM) TO A CURVE
 DP4882'IN THE ROAD LEADING NORTH, CONTINUE NORTHWESTERLY ON WASHINGTON LOOP
 DP4882'ROAD (COUNTY ROAD 764) FOR 1.6 MI (2.6 KM) TO A BRIDGE AT PRAIRIE
 DP4882'CREEK AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE WINGWALL
 DP4882'AT THE NORTHEAST END OF THE BRIDGE, ABOUT 1.0 FT (0.3 M) ABOVE THE
 DP4882'LEVEL OF WASHINGTON LOOP ROAD (COUNTY ROAD 764).
 DP4882'
 DP4882'LOCATED 66.0 FT (20.1 M) EAST-NORTHEAST OF STREAM GAUGE 24454, 53.9 FT
 DP4882'(16.4 M) WEST OF THE EAST END OF A METAL GUARD RAIL AND 14.2 FT (4.3
 DP4882'M) NORTH OF THE APPROXIMATE CENTERLINE OF WASHINGTON LOOP ROAD.
 DP4882
 DP4882                          STATION RECOVERY (2018)
 DP4882
 DP4882'RECOVERY NOTE BY FLORIDA STATEROAD DEPARTMENT 2018 (MTE)
 DP4882'RECOVERED IN GOOD CONDITION.
 DP4882'
 DP4882'NOTE-METAL GUARD RAIL HAS BEEN REPLACED AND EXTENDED.  IT IS 65.2 FT
 DP4882'(19.9 M) SOUTHWEST OF A WOOD POWER POLE USED AS A GUY WIRE POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4883 ***********************************************************************
 DP4883  DESIGNATION -  24454 B
 DP4883  PID         -  DP4883
 DP4883  STATE/COUNTY-  FL/CHARLOTTE
 DP4883  COUNTRY     -  US
 DP4883  USGS QUAD   -  CLEVELAND (2018)
 DP4883
 DP4883                         *CURRENT SURVEY CONTROL
 DP4883  ______________________________________________________________________
 DP4883* NAD 83(1986) POSITION- 26 59 26.31   (N) 081 53 41.39   (W)   HD_HELD1
 DP4883* NAVD 88 ORTHO HEIGHT -     3.951 (meters)       12.96  (feet) ADJUSTED
 DP4883  ______________________________________________________________________
 DP4883  GEOID HEIGHT    -        -24.275 (meters)                     GEOID18
 DP4883  DYNAMIC HEIGHT  -          3.945 (meters)       12.94  (feet) COMP
 DP4883  MODELED GRAVITY -    979,109.9   (mgal)                       NAVD 88
 DP4883
 DP4883  VERT ORDER      -  FIRST     CLASS II
 DP4883
 DP4883.The horizontal coordinates were determined by differentially corrected
 DP4883.hand held GPS observations or other comparable positioning techniques
 DP4883.and have an estimated accuracy of +/- 3 meters.
 DP4883
 DP4883.The orthometric height was determined by differential leveling and
 DP4883.adjusted by the NATIONAL GEODETIC SURVEY
 DP4883.in February 2015.
 DP4883
 DP4883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4883.GEOID18 height accuracy estimate available here.
 DP4883
 DP4883.Click photographs - Photos may exist for this station.
 DP4883
 DP4883.The dynamic height is computed by dividing the NAVD 88
 DP4883.geopotential number by the normal gravity value computed on the
 DP4883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4883.degrees latitude (g = 980.6199 gals.).
 DP4883
 DP4883.The modeled gravity was interpolated from observed gravity values.
 DP4883
 DP4883;                    North         East    Units  Estimated Accuracy
 DP4883;SPC FL W     -   294,371.5     210,438.8     MT  (+/- 3 meters HH1 GPS) 
 DP4883
 DP4883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1120985713(NAD 83)
 DP4883
 DP4883                          SUPERSEDED SURVEY CONTROL
 DP4883
 DP4883.No superseded survey control is available for this station.
 DP4883
 DP4883_MARKER: DB = BENCH MARK DISK
 DP4883_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP4883_SP_SET: BRIDGE WING WALL
 DP4883_STAMPING: 24454B
 DP4883_MARK LOGO: FLSRD
 DP4883_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4883+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2018
 DP4883
 DP4883  HISTORY     - Date     Condition        Report By
 DP4883  HISTORY     - UNK      MONUMENTED       FLSRD
 DP4883  HISTORY     - 20140226 GOOD             FLDEP
 DP4883  HISTORY     - 20180201 GOOD             HSS
 DP4883
 DP4883                          STATION DESCRIPTION
 DP4883
 DP4883'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4883'THE MARK IS ABOUT 8.8 MI (14.2 KM) WEST-NORTHWEST OF BERMONT, 7.5 MI
 DP4883'(12.1 KM) SOUTH-SOUTHEAST OF FORT OGDEN, 5.9 MI (9.5 KM)
 DP4883'EAST-NORTHEAST OF CLEVELAND, IN SECTION 15, TOWNSHIP 40 SOUTH, RANGE
 DP4883'24 EAST.
 DP4883'
 DP4883'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP4883'ROAD 74 (BERMONT ROAD) ON THE SOUTH SIDE OF CLEVELAND, GO NORTHEAST ON
 DP4883'U.S. HIGHWAY 17 FOR 3.0 MI (4.8 KM) TO THE JUNCTION OF WASHINGTON LOOP
 DP4883'ROAD (COUNTY ROAD 764) ON THE RIGHT, TURN RIGHT ON WASHINGTON LOOP
 DP4883'ROAD (COUNTY ROAD 764) AND GO EASTERLY FOR 3.75 MI (6.0 KM) TO A CURVE
 DP4883'IN THE ROAD LEADING NORTH, CONTINUE NORTHWESTERLY ON WASHINGTON LOOP
 DP4883'ROAD (COUNTY ROAD 764) FOR 1.6 MI (2.6 KM) TO A BRIDGE AT PRAIRIE
 DP4883'CREEK AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE WINGWALL
 DP4883'AT THE SOUTHWEST END OF THE BRIDGE, ABOUT 1.0 FT (0.3 M) ABOVE THE
 DP4883'LEVEL OF WASHINGTON LOOP ROAD (COUNTY ROAD 764).
 DP4883'
 DP4883'LOCATED 60.9 FT (18.6 M) WEST OF STREAM GAUGE 24454, 18.3 FT (5.6 M)
 DP4883'EAST OF THE WEST END OF A METAL GUARD RAIL, 18.1 FT (5.5 M) EAST OF A
 DP4883'WATERSHED PROTECTION AREA DRINKING WATER SUPPLY SIGN AND 13.9 FT (4.2
 DP4883'M) SOUTH OF THE APPROXIMATE CENTERLINE OF WASHINGTON LOOP ROAD.
 DP4883
 DP4883                          STATION RECOVERY (2018)
 DP4883
 DP4883'RECOVERY NOTE BY HYATT SURVEY SERVICES 2018 (MTE)
 DP4883'RECOVERED IN GOOD CONDITION.
 DP4883'
 DP4883'NOTE-METAL GUARD RAIL HAS BEEN REPLACED AND EXTENDED AND IS NO LONGER
 DP4883'18.3 FT (5.6 M) EAST OF THE WEST END OF THE GUARD RAIL.  IT IS NOW
 DP4883'39.1 FT (11.9 M) EAST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0079 ***********************************************************************
 AL0079  DESIGNATION -  245
 AL0079  PID         -  AL0079
 AL0079  STATE/COUNTY-  FL/PINELLAS
 AL0079  COUNTRY     -  US
 AL0079  USGS QUAD   -  OLDSMAR (2018)
 AL0079
 AL0079                         *CURRENT SURVEY CONTROL
 AL0079  ______________________________________________________________________
 AL0079* NAD 83(1986) POSITION- 28 05 19.     (N) 082 44 23.     (W)   SCALED
 AL0079* NAVD 88 ORTHO HEIGHT -    16.966 (meters)       55.66  (feet) ADJUSTED
 AL0079  ______________________________________________________________________
 AL0079  GEOID HEIGHT    -        -24.982 (meters)                     GEOID18
 AL0079  DYNAMIC HEIGHT  -         16.941 (meters)       55.58  (feet) COMP
 AL0079  MODELED GRAVITY -    979,191.0   (mgal)                       NAVD 88
 AL0079
 AL0079  VERT ORDER      -  SECOND    CLASS II
 AL0079
 AL0079.The horizontal coordinates were scaled from a map and have
 AL0079.an estimated accuracy of +/- 6 seconds.
 AL0079
 AL0079.The orthometric height was determined by differential leveling and
 AL0079.adjusted by the NATIONAL GEODETIC SURVEY
 AL0079.in June 1991.
 AL0079
 AL0079.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0079.GEOID18 height accuracy estimate available here.
 AL0079
 AL0079.Click photographs - Photos may exist for this station.
 AL0079
 AL0079.The dynamic height is computed by dividing the NAVD 88
 AL0079.geopotential number by the normal gravity value computed on the
 AL0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0079.degrees latitude (g = 980.6199 gals.).
 AL0079
 AL0079.The modeled gravity was interpolated from observed gravity values.
 AL0079
 AL0079;                    North         East    Units  Estimated Accuracy
 AL0079;SPC FL W     -   416,250.      127,300.      MT  (+/- 180 meters Scaled)
 AL0079
 AL0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290082(NAD 83)
 AL0079
 AL0079                          SUPERSEDED SURVEY CONTROL
 AL0079
 AL0079  NGVD 29 (??/??/92)   17.225  (m)           56.51   (f) ADJ UNCH    2 2
 AL0079
 AL0079.Superseded values are not recommended for survey control.
 AL0079
 AL0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0079.See file dsdata.pdf to determine how the superseded data were derived.
 AL0079
 AL0079_MARKER: DD = SURVEY DISK
 AL0079_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0079_SP_SET: CULVERT HEADWALL
 AL0079_STAMPING: 245
 AL0079_MARK LOGO: FLSRD
 AL0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0079+STABILITY: SURFACE MOTION
 AL0079
 AL0079  HISTORY     - Date     Condition        Report By
 AL0079  HISTORY     - UNK      MONUMENTED       FLHD
 AL0079  HISTORY     - 1976     GOOD             FLDT
 AL0079  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0079
 AL0079                          STATION DESCRIPTION
 AL0079
 AL0079'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0079'2.9 MI S FROM TARPON SPRINGS.
 AL0079'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0079'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 4.2 MILE.
 AL0079'STATION ON LEFT, 95.5 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0079'240.0 FT. SOUTH OF POWER POLE, NUMBER 12A-3528-R.  SET IN TOP OF
 AL0079'CONCRETE HEADWALL.  SECTION 31, T27S, R16E.  NOTE-- HEADWALL
 AL0079'IS 2.5 FT. BELOW THE GROUND.
 AL0079
 AL0079                          STATION RECOVERY (1984)
 AL0079
 AL0079'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0079'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0890 ***********************************************************************
 DP0890  DESIGNATION -  24532 A
 DP0890  PID         -  DP0890
 DP0890  STATE/COUNTY-  FL/POLK
 DP0890  COUNTRY     -  US
 DP0890  USGS QUAD   -  BARTOW (2018)
 DP0890
 DP0890                         *CURRENT SURVEY CONTROL
 DP0890  ______________________________________________________________________
 DP0890* NAD 83(1986) POSITION- 27 59 27.6    (N) 081 50 57.7    (W)   HD_HELD2
 DP0890* NAVD 88 ORTHO HEIGHT -    30.710 (meters)      100.75  (feet) ADJUSTED
 DP0890  ______________________________________________________________________
 DP0890  GEOID HEIGHT    -        -26.245 (meters)                     GEOID18
 DP0890  DYNAMIC HEIGHT  -         30.664 (meters)      100.60  (feet) COMP
 DP0890  MODELED GRAVITY -    979,165.4   (mgal)                       NAVD 88
 DP0890
 DP0890  VERT ORDER      -  SECOND    CLASS I
 DP0890
 DP0890.The horizontal coordinates were established by autonomous hand held GPS
 DP0890.observations and have an estimated accuracy of +/- 10 meters.
 DP0890
 DP0890.The orthometric height was determined by differential leveling and
 DP0890.adjusted by the NATIONAL GEODETIC SURVEY
 DP0890.in January 2014.
 DP0890
 DP0890.No vertical observational check was made to the station.
 DP0890
 DP0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0890.GEOID18 height accuracy estimate available here.
 DP0890
 DP0890.Click photographs - Photos may exist for this station.
 DP0890
 DP0890.The dynamic height is computed by dividing the NAVD 88
 DP0890.geopotential number by the normal gravity value computed on the
 DP0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0890.degrees latitude (g = 980.6199 gals.).
 DP0890
 DP0890.The modeled gravity was interpolated from observed gravity values.
 DP0890
 DP0890;                    North         East    Units  Estimated Accuracy
 DP0890;SPC FL W     -   405,221.      214,817.      MT  (+/- 10 meters HH2 GPS)
 DP0890
 DP0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1648096495(NAD 83)
 DP0890
 DP0890                          SUPERSEDED SURVEY CONTROL
 DP0890
 DP0890.No superseded survey control is available for this station.
 DP0890
 DP0890_MARKER: DD = SURVEY DISK
 DP0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0890_STAMPING: 24532 A 2008
 DP0890_MARK LOGO: SWFWMD
 DP0890_PROJECTION: FLUSH
 DP0890_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0890+STABILITY: SURFACE MOTION
 DP0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0890+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2013
 DP0890
 DP0890  HISTORY     - Date     Condition        Report By
 DP0890  HISTORY     - 20080523 MONUMENTED       SWFWMD
 DP0890  HISTORY     - 20130325 GOOD             FLDEP
 DP0890
 DP0890                          STATION DESCRIPTION
 DP0890
 DP0890'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0890'THE MARK IS ABOUT 6.8 MI (10.9 KM) WEST OF ELOISE, 6.6 MI (10.6 KM)
 DP0890'NORTH OF BARTOW, 6.3 MI (10.1 KM) SOUTHWEST OF AUBURNDALE, IN SECTION
 DP0890'6, TOWNSHIP 29 SOUTH, RANGE 25 EAST.
 DP0890'
 DP0890'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BARTOW
 DP0890'ROAD) AND COUNTY ROAD 540 (CLUBHOUSE ROAD) IN HIGHLAND CITY, GO
 DP0890'NORTHWEST ON U.S. HIGHWAY 98 (BARTOW ROAD) FOR 2.3 MI (3.7 KM) TO THE
 DP0890'JUNCTION OF COUNTY ROAD 540 (LAKE WINTER ROAD) ON THE RIGHT.  TURN
 DP0890'RIGHT ON COUNTY ROAD 540 (LAKE WINTER ROAD) AND GO EAST FOR 2.05 MI
 DP0890'(3.3 KM) TO THE JUNCTION OF A PARK ROAD ON THE RIGHT.  TURN RIGHT ON
 DP0890'THE PARK ROAD AND GO SOUTH AND SOUTHEAST, ENTERING THE POLK COUNTY
 DP0890'CIRCLE B BAR PRESERVE, FOR 0.75 MI (1.2 KM) TO THE INTERSECTION OF A
 DP0890'PARKING LOT ENTRANCE ON THE RIGHT AND AN ASPHALT SERVICE ROAD, NEAR A
 DP0890'BUILDING COMPLEX ON THE LEFT.  TURN LEFT ON THE ASPHALT SERVICE ROAD
 DP0890'(BECOMING A SHELL ROAD) AND GO EAST FOR 0.55 MI (0.9 KM) TO A WOODEN
 DP0890'DOCK AND THE MARK AHEAD, AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH
 DP0890'(30 CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH
 DP0890'THE SERVICE ROAD.
 DP0890'
 DP0890'LOCATED 192.8 FT (58.8 M) EAST OF SURVEY MARK 24532 B, 6.0 FT (1.8 M)
 DP0890'NORTHWEST OF A 3-INCH (8 CM) DIAMETER STEEL MAST WITH A SOLAR PANEL
 DP0890'ATTACHED, 3.0 FT (0.9 M) SOUTH OF A WOODEN DOCK AND 0.8 FT (24 CM)
 DP0890'WEST OF A CARSONITE WITNESS POST.
 DP0890'
 DP0890'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0889 ***********************************************************************
 DP0889  DESIGNATION -  24532 B
 DP0889  PID         -  DP0889
 DP0889  STATE/COUNTY-  FL/POLK
 DP0889  COUNTRY     -  US
 DP0889  USGS QUAD   -  BARTOW (2018)
 DP0889
 DP0889                         *CURRENT SURVEY CONTROL
 DP0889  ______________________________________________________________________
 DP0889* NAD 83(1986) POSITION- 27 59 28.0    (N) 081 50 59.7    (W)   HD_HELD2
 DP0889* NAVD 88 ORTHO HEIGHT -    30.609 (meters)      100.42  (feet) ADJUSTED
 DP0889  ______________________________________________________________________
 DP0889  GEOID HEIGHT    -        -26.244 (meters)                     GEOID18
 DP0889  DYNAMIC HEIGHT  -         30.564 (meters)      100.28  (feet) COMP
 DP0889  MODELED GRAVITY -    979,165.5   (mgal)                       NAVD 88
 DP0889
 DP0889  VERT ORDER      -  SECOND    CLASS I
 DP0889
 DP0889.The horizontal coordinates were established by autonomous hand held GPS
 DP0889.observations and have an estimated accuracy of +/- 10 meters.
 DP0889
 DP0889.The orthometric height was determined by differential leveling and
 DP0889.adjusted by the NATIONAL GEODETIC SURVEY
 DP0889.in January 2014.
 DP0889
 DP0889.No vertical observational check was made to the station.
 DP0889
 DP0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0889.GEOID18 height accuracy estimate available here.
 DP0889
 DP0889.Click photographs - Photos may exist for this station.
 DP0889
 DP0889.The dynamic height is computed by dividing the NAVD 88
 DP0889.geopotential number by the normal gravity value computed on the
 DP0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0889.degrees latitude (g = 980.6199 gals.).
 DP0889
 DP0889.The modeled gravity was interpolated from observed gravity values.
 DP0889
 DP0889;                    North         East    Units  Estimated Accuracy
 DP0889;SPC FL W     -   405,233.      214,763.      MT  (+/- 10 meters HH2 GPS)
 DP0889
 DP0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1642596508(NAD 83)
 DP0889
 DP0889                          SUPERSEDED SURVEY CONTROL
 DP0889
 DP0889.No superseded survey control is available for this station.
 DP0889
 DP0889_MARKER: DD = SURVEY DISK
 DP0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0889_STAMPING: 24532 B 2008
 DP0889_MARK LOGO: SWFWMD
 DP0889_PROJECTION: FLUSH
 DP0889_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0889+STABILITY: SURFACE MOTION
 DP0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0889+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2013
 DP0889
 DP0889  HISTORY     - Date     Condition        Report By
 DP0889  HISTORY     - 20080523 MONUMENTED       SWFWMD
 DP0889  HISTORY     - 20130325 GOOD             FLDEP
 DP0889
 DP0889                          STATION DESCRIPTION
 DP0889
 DP0889'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0889'THE MARK IS ABOUT 6.8 MI (10.9 KM) WEST OF ELOISE, 6.6 MI (10.6 KM)
 DP0889'NORTH OF BARTOW, 6.3 MI (10.1 KM) SOUTHWEST OF AUBURNDALE, IN SECTION
 DP0889'6, TOWNSHIP 29 SOUTH, RANGE 25 EAST.
 DP0889'
 DP0889'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BARTOW
 DP0889'ROAD) AND COUNTY ROAD 540 (CLUBHOUSE ROAD) IN HIGHLAND CITY, GO
 DP0889'NORTHWEST ON U.S. HIGHWAY 98 (BARTOW ROAD) FOR 2.3 MI (3.7 KM) TO THE
 DP0889'JUNCTION OF COUNTY ROAD 540 (LAKE WINTER ROAD) ON THE RIGHT.  TURN
 DP0889'RIGHT ON COUNTY ROAD 540 (LAKE WINTER ROAD) AND GO EAST FOR 2.05 MI
 DP0889'(3.3 KM) TO THE JUNCTION OF A PARK ROAD ON THE RIGHT.  TURN RIGHT ON
 DP0889'THE PARK ROAD AND GO SOUTH AND SOUTHEAST, ENTERING THE POLK COUNTY
 DP0889'CIRCLE B BAR PRESERVE, FOR 0.75 MI (1.2 KM) TO THE INTERSECTION OF A
 DP0889'PARKING LOT ENTRANCE ON THE RIGHT AND AN ASPHALT SERVICE ROAD, NEAR A
 DP0889'BUILDING COMPLEX ON THE LEFT.  TURN LEFT ON THE ASPHALT SERVICE ROAD
 DP0889'(BECOMING A SHELL ROAD) AND GO EAST FOR 0.55 MI (0.9 KM) TO THE
 DP0889'JUNCTION OF SHADY OAK TRAIL ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DP0889'ALUMINUM DISK SET IN THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE
 DP0889'MONUMENT FLUSH WITH THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE
 DP0889'LEVEL OF THE SHELL ROAD.
 DP0889'
 DP0889'LOCATED 192.8 FT (58.8 M) WEST OF SURVEY MARK 24532 A, 192.0 FT (58.5
 DP0889'M) WEST OF A WOODEN DOCK, 26.0 FT (7.9 M) SOUTH OF THE APPROXIMATE
 DP0889'CENTERLINE OF AN EAST-WEST SHELL ROAD, 12.0 FT (3.7 M) SOUTHEAST OF A
 DP0889'GRASS COVERED TRAIL AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS
 DP0889'POST.
 DP0889'
 DP0889'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0080 ***********************************************************************
 AL0080  DESIGNATION -  246
 AL0080  PID         -  AL0080
 AL0080  STATE/COUNTY-  FL/PINELLAS
 AL0080  COUNTRY     -  US
 AL0080  USGS QUAD   -  OLDSMAR (2018)
 AL0080
 AL0080                         *CURRENT SURVEY CONTROL
 AL0080  ______________________________________________________________________
 AL0080* NAD 83(1986) POSITION- 28 04 31.     (N) 082 44 23.     (W)   SCALED
 AL0080* NAVD 88 ORTHO HEIGHT -    21.740 (meters)       71.33  (feet) ADJUSTED
 AL0080  ______________________________________________________________________
 AL0080  GEOID HEIGHT    -        -24.951 (meters)                     GEOID18
 AL0080  DYNAMIC HEIGHT  -         21.708 (meters)       71.22  (feet) COMP
 AL0080  MODELED GRAVITY -    979,190.0   (mgal)                       NAVD 88
 AL0080
 AL0080  VERT ORDER      -  SECOND    CLASS II
 AL0080
 AL0080.The horizontal coordinates were scaled from a map and have
 AL0080.an estimated accuracy of +/- 6 seconds.
 AL0080
 AL0080.The orthometric height was determined by differential leveling and
 AL0080.adjusted by the NATIONAL GEODETIC SURVEY
 AL0080.in June 1991.
 AL0080
 AL0080.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0080.GEOID18 height accuracy estimate available here.
 AL0080
 AL0080.Click photographs - Photos may exist for this station.
 AL0080
 AL0080.The dynamic height is computed by dividing the NAVD 88
 AL0080.geopotential number by the normal gravity value computed on the
 AL0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0080.degrees latitude (g = 980.6199 gals.).
 AL0080
 AL0080.The modeled gravity was interpolated from observed gravity values.
 AL0080
 AL0080;                    North         East    Units  Estimated Accuracy
 AL0080;SPC FL W     -   414,770.      127,290.      MT  (+/- 180 meters Scaled)
 AL0080
 AL0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290067(NAD 83)
 AL0080
 AL0080                          SUPERSEDED SURVEY CONTROL
 AL0080
 AL0080  NGVD 29 (??/??/92)   21.999  (m)           72.18   (f) ADJ UNCH    2 2
 AL0080
 AL0080.Superseded values are not recommended for survey control.
 AL0080
 AL0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0080.See file dsdata.pdf to determine how the superseded data were derived.
 AL0080
 AL0080_MARKER: DD = SURVEY DISK
 AL0080_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0080_SP_SET: CULVERT HEADWALL
 AL0080_STAMPING: 246
 AL0080_MARK LOGO: FLSRD
 AL0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0080+STABILITY: SURFACE MOTION
 AL0080
 AL0080  HISTORY     - Date     Condition        Report By
 AL0080  HISTORY     - UNK      MONUMENTED       FLHD
 AL0080  HISTORY     - 1976     GOOD             FLDT
 AL0080  HISTORY     - 1984     GOOD             USPSQD
 AL0080
 AL0080                          STATION DESCRIPTION
 AL0080
 AL0080'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0080'3.7 MI S FROM TARPON SPRINGS.
 AL0080'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0080'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 5.15 MILE.
 AL0080'STATION ON LEFT, 61.0 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0080'101.0 FT. S/SW OF POWER POLE, NUMBER 12A-3944-R.  SET IN TOP OF
 AL0080'CONCRETE HEADWALL.  SECTION 6, T28S, R16E.
 AL0080
 AL0080                          STATION RECOVERY (1984)
 AL0080
 AL0080'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4791 ***********************************************************************
 DP4791  DESIGNATION -  24649 A
 DP4791  PID         -  DP4791
 DP4791  STATE/COUNTY-  FL/DE SOTO
 DP4791  COUNTRY     -  US
 DP4791  USGS QUAD   -  NOCATEE (2018)
 DP4791
 DP4791                         *CURRENT SURVEY CONTROL
 DP4791  ______________________________________________________________________
 DP4791* NAD 83(1986) POSITION- 27 09 44.4    (N) 081 54 03.5    (W)   HD_HELD2
 DP4791* NAVD 88 ORTHO HEIGHT -     7.721 (meters)       25.33  (feet) ADJUSTED
 DP4791  ______________________________________________________________________
 DP4791  GEOID HEIGHT    -        -24.440 (meters)                     GEOID18
 DP4791  DYNAMIC HEIGHT  -          7.710 (meters)       25.30  (feet) COMP
 DP4791  MODELED GRAVITY -    979,122.6   (mgal)                       NAVD 88
 DP4791
 DP4791  VERT ORDER      -  FIRST     CLASS II
 DP4791
 DP4791.The horizontal coordinates were established by autonomous hand held GPS
 DP4791.observations and have an estimated accuracy of +/- 10 meters.
 DP4791
 DP4791.The orthometric height was determined by differential leveling and
 DP4791.adjusted by the NATIONAL GEODETIC SURVEY
 DP4791.in February 2015.
 DP4791
 DP4791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4791.GEOID18 height accuracy estimate available here.
 DP4791
 DP4791.Click photographs - Photos may exist for this station.
 DP4791
 DP4791.The dynamic height is computed by dividing the NAVD 88
 DP4791.geopotential number by the normal gravity value computed on the
 DP4791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4791.degrees latitude (g = 980.6199 gals.).
 DP4791
 DP4791.The modeled gravity was interpolated from observed gravity values.
 DP4791
 DP4791;                    North         East    Units  Estimated Accuracy
 DP4791;SPC FL W     -   313,394.      209,814.      MT  (+/- 10 meters HH2 GPS)
 DP4791
 DP4791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1073604735(NAD 83)
 DP4791
 DP4791                          SUPERSEDED SURVEY CONTROL
 DP4791
 DP4791.No superseded survey control is available for this station.
 DP4791
 DP4791_MARKER: DB = BENCH MARK DISK
 DP4791_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP4791_SP_SET: BRIDGE CURB
 DP4791_STAMPING: 24649 A
 DP4791_MARK LOGO: FLDT
 DP4791_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4791+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2013
 DP4791
 DP4791  HISTORY     - Date     Condition        Report By
 DP4791  HISTORY     - UNK      MONUMENTED       FLDT
 DP4791  HISTORY     - 20131219 GOOD             FLDEP
 DP4791
 DP4791                          STATION DESCRIPTION
 DP4791
 DP4791'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4791'THE MARK IS ABOUT 6.1 MI (9.8 KM) NORTH-NORTHEAST OF FORT OGDEN, 4.5
 DP4791'MI (7.2 KM) SOUTHWEST OF ARCADIA, 1.1 MI (1.8 KM) WEST OF NOCATEE, IN
 DP4791'SECTION 22, TOWNSHIP 38 SOUTH, RANGE 24 EAST.
 DP4791'
 DP4791'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, COUNTY
 DP4791'ROAD 760 ON THE LEFT AND WELLS AVENUE ON THE RIGHT IN NOCATEE, GO WEST
 DP4791'ON COUNTY ROAD 760 FOR 1.1 MI (1.8 KM) TO A BRIDGE AND THE MARK ON THE
 DP4791'RIGHT, SET FLUSH IN THE TOP OF THE NORTHEAST END OF THE BRIDGE CURB,
 DP4791'ABOUT 0.9 FT (27 CM) ABOVE THE LEVEL OF COUNTY ROAD 760.
 DP4791'
 DP4791'LOCATED 250.0 FT (76.2 M) EAST OF A METAL STREAM GAUGE WATER
 DP4791'MONITORING RECORDER BOX, 12.6 FT (3.8 M) NORTH OF THE APPROXIMATE
 DP4791'CENTERLINE OF COUNTY ROAD 760, 10.0 FT (3.0 M) NORTHWEST OF A
 DP4791'CARSONITE WITNESS POST AND 8.3 FT (2.5 M) WEST OF THE NORTHWEST END OF
 DP4791'A CONCRETE GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4792 ***********************************************************************
 DP4792  DESIGNATION -  24649 B
 DP4792  PID         -  DP4792
 DP4792  STATE/COUNTY-  FL/DE SOTO
 DP4792  COUNTRY     -  US
 DP4792  USGS QUAD   -  NOCATEE (2018)
 DP4792
 DP4792                         *CURRENT SURVEY CONTROL
 DP4792  ______________________________________________________________________
 DP4792* NAD 83(1986) POSITION- 27 09 44.7    (N) 081 54 07.8    (W)   HD_HELD2
 DP4792* NAVD 88 ORTHO HEIGHT -     7.901 (meters)       25.92  (feet) ADJUSTED
 DP4792  ______________________________________________________________________
 DP4792  GEOID HEIGHT    -        -24.440 (meters)                     GEOID18
 DP4792  DYNAMIC HEIGHT  -          7.889 (meters)       25.88  (feet) COMP
 DP4792  MODELED GRAVITY -    979,122.6   (mgal)                       NAVD 88
 DP4792
 DP4792  VERT ORDER      -  FIRST     CLASS II
 DP4792
 DP4792.The horizontal coordinates were established by autonomous hand held GPS
 DP4792.observations and have an estimated accuracy of +/- 10 meters.
 DP4792
 DP4792.The orthometric height was determined by differential leveling and
 DP4792.adjusted by the NATIONAL GEODETIC SURVEY
 DP4792.in February 2015.
 DP4792
 DP4792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4792.GEOID18 height accuracy estimate available here.
 DP4792
 DP4792.Click photographs - Photos may exist for this station.
 DP4792
 DP4792.The dynamic height is computed by dividing the NAVD 88
 DP4792.geopotential number by the normal gravity value computed on the
 DP4792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4792.degrees latitude (g = 980.6199 gals.).
 DP4792
 DP4792.The modeled gravity was interpolated from observed gravity values.
 DP4792
 DP4792;                    North         East    Units  Estimated Accuracy
 DP4792;SPC FL W     -   313,403.      209,696.      MT  (+/- 10 meters HH2 GPS)
 DP4792
 DP4792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1061804745(NAD 83)
 DP4792
 DP4792                          SUPERSEDED SURVEY CONTROL
 DP4792
 DP4792.No superseded survey control is available for this station.
 DP4792
 DP4792_MARKER: DB = BENCH MARK DISK
 DP4792_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP4792_SP_SET: BRIDGE CURB
 DP4792_STAMPING: 24649 B
 DP4792_MARK LOGO: FLDT
 DP4792_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4792_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4792+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2013
 DP4792
 DP4792  HISTORY     - Date     Condition        Report By
 DP4792  HISTORY     - UNK      MONUMENTED       FLDT
 DP4792  HISTORY     - 20131219 GOOD             FLDEP
 DP4792
 DP4792                          STATION DESCRIPTION
 DP4792
 DP4792'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4792'THE MARK IS ABOUT 6.1 MI (9.8 KM) NORTH-NORTHEAST OF FORT OGDEN, 4.5
 DP4792'MI (7.2 KM) SOUTHWEST OF ARCADIA, 1.1 MI (1.8 KM) WEST OF NOCATEE, IN
 DP4792'SECTION 22, TOWNSHIP 38 SOUTH, RANGE 24 EAST.
 DP4792'
 DP4792'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, COUNTY
 DP4792'ROAD 760 ON THE LEFT AND WELLS AVENUE ON THE RIGHT IN NOCATEE, GO WEST
 DP4792'ON COUNTY ROAD 760 FOR 1.2 MI (1.9 KM) TO A BRIDGE AND THE MARK ON THE
 DP4792'LEFT, SET FLUSH IN THE TOP OF THE SOUTHWEST END OF THE BRIDGE CURB,
 DP4792'ABOUT 0.9 FT (27 CM) ABOVE THE LEVEL OF COUNTY ROAD 760.
 DP4792'
 DP4792'LOCATED 127.6 FT (38.9 M) NORTHEAST OF A METAL STREAM GAUGE WATER
 DP4792'MONITORING RECORDER WELL BOX, 13.4 FT (4.1 M) SOUTHWEST OF THE
 DP4792'APPROXIMATE CENTERLINE OF COUNTY ROAD 760, 10.6 FT (3.2 M) SOUTHEAST
 DP4792'OF A CARSONITE WITNESS POST AND 9.2 FT (2.8 M) NORTHEAST OF THE
 DP4792'SOUTHWEST END OF A CONCRETE GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5432 ***********************************************************************
 DP5432  DESIGNATION -  24650
 DP5432  PID         -  DP5432
 DP5432  STATE/COUNTY-  FL/CHARLOTTE
 DP5432  COUNTRY     -  US
 DP5432  USGS QUAD   -  EL JOBEAN (2018)
 DP5432
 DP5432                         *CURRENT SURVEY CONTROL
 DP5432  ______________________________________________________________________
 DP5432* NAD 83(1986) POSITION- 26 57 30.8    (N) 082 12 46.6    (W)   HD_HELD2
 DP5432* NAVD 88 ORTHO HEIGHT -     0.905 (meters)        2.97  (feet) ADJUSTED
 DP5432  ______________________________________________________________________
 DP5432  GEOID HEIGHT    -        -23.882 (meters)                     GEOID18
 DP5432  DYNAMIC HEIGHT  -          0.904 (meters)        2.97  (feet) COMP
 DP5432  MODELED GRAVITY -    979,123.7   (mgal)                       NAVD 88
 DP5432
 DP5432  VERT ORDER      -  FIRST     CLASS II
 DP5432
 DP5432.The horizontal coordinates were established by autonomous hand held GPS
 DP5432.observations and have an estimated accuracy of +/- 10 meters.
 DP5432
 DP5432.The orthometric height was determined by differential leveling and
 DP5432.adjusted by the NATIONAL GEODETIC SURVEY
 DP5432.in February 2015.
 DP5432
 DP5432.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5432.GEOID18 height accuracy estimate available here.
 DP5432
 DP5432.Click photographs - Photos may exist for this station.
 DP5432
 DP5432.The dynamic height is computed by dividing the NAVD 88
 DP5432.geopotential number by the normal gravity value computed on the
 DP5432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5432.degrees latitude (g = 980.6199 gals.).
 DP5432
 DP5432.The modeled gravity was interpolated from observed gravity values.
 DP5432
 DP5432;                    North         East    Units  Estimated Accuracy
 DP5432;SPC FL W     -   290,830.      178,858.      MT  (+/- 10 meters HH2 GPS)
 DP5432
 DP5432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7960882422(NAD 83)
 DP5432
 DP5432                          SUPERSEDED SURVEY CONTROL
 DP5432
 DP5432.No superseded survey control is available for this station.
 DP5432
 DP5432_MARKER: DD = SURVEY DISK
 DP5432_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP5432_SP_SET: PIER PILING
 DP5432_STAMPING: 24650 2014
 DP5432_MARK LOGO: FLDEP
 DP5432_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP5432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5432+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 DP5432
 DP5432  HISTORY     - Date     Condition        Report By
 DP5432  HISTORY     - 20140312 MONUMENTED       FLDEP
 DP5432
 DP5432                          STATION DESCRIPTION
 DP5432
 DP5432'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP5432'THE MARK IS ABOUT 8.6 MI (13.9 KM) EAST OF ENGLEWOOD, 5.5 MI (8.9 KM)
 DP5432'SOUTHWEST OF MURDOCK, IN THE TOWN OF EL JOBEAN, IN SECTION 28,
 DP5432'TOWNSHIP 40 SOUTH, RANGE 21 EAST.
 DP5432'
 DP5432'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 776 (SOUTH
 DP5432'MCCALL ROAD) AND COUNTY ROAD 771 (GASPARILLA ROAD-SAILORS WAY) ABOUT
 DP5432'2.2 MI (3.5 KM) SOUTH OF EL JOBEAN, GO EAST AND NORTHEAST ON STATE
 DP5432'ROAD 776 (SOUTH MCCALL ROAD) FOR 2.35 MI (3.8 KM) TO THE INTERSECTION
 DP5432'OF STURKIE AVENUE, TURN LEFT ON STURKIE AVENUE AND GO NORTHWEST FOR
 DP5432'ABOUT 300.0 FT (91.4 M) TO THE INTERSECTION OF GARDEN ROAD, TURN LEFT
 DP5432'ON GARDEN ROAD AND GO SOUTH FOR ABOUT 380.0 FT (115.8 M) TO THE
 DP5432'JUNCTION OF RIVER BEACH DRIVE ON THE RIGHT AND A COUNTY PARK ENTRANCE
 DP5432'ON THE LEFT, TURN LEFT INTO THE PARKING LOT AND GO EAST FOR ABOUT
 DP5432'120.0 FT (36.6 M), THEN TURN RIGHT AND GO SOUTH ON FOOT ALONG AN
 DP5432'ASPHALT TRAIL (FORMER RAILROAD GRADE) FOR 0.2 MI (0.3 KM) TO THE START
 DP5432'OF THE MYAKKA RIVER FISHING PIER, CONTINUE SOUTH ON FOOT FOR ABOUT
 DP5432'920.0 FT (280.4 M) TO THE SOUTH END OF THE FISHING PIER TO A USGS
 DP5432'STREAM GAUGE AND THE MARK BELOW, A SURVEY DISK SET ON THE TOP OF THE
 DP5432'SOUTHEAST CORNER OF A CONCRETE BRIDGE PILING AND ABOUT 12.0 FT (3.7 M)
 DP5432'BELOW THE LEVEL OF THE FISHING PIER.
 DP5432'
 DP5432'LOCATED 4.9 FT (1.5 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DP5432'THE FISHING PIER AND 3.0 FT (0.9 M) EAST OF A STREAM GAUGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4948 ***********************************************************************
 DP4948  DESIGNATION -  24678 A
 DP4948  PID         -  DP4948
 DP4948  STATE/COUNTY-  FL/CHARLOTTE
 DP4948  COUNTRY     -  US
 DP4948  USGS QUAD   -  BERMONT (2018)
 DP4948
 DP4948                         *CURRENT SURVEY CONTROL
 DP4948  ______________________________________________________________________
 DP4948* NAD 83(1986) POSITION- 26 58 02.0    (N) 081 49 35.4    (W)   HD_HELD2
 DP4948* NAVD 88 ORTHO HEIGHT -     6.412 (meters)       21.04  (feet) ADJUSTED
 DP4948  ______________________________________________________________________
 DP4948  GEOID HEIGHT    -        -24.351 (meters)                     GEOID18
 DP4948  DYNAMIC HEIGHT  -          6.402 (meters)       21.00  (feet) COMP
 DP4948  MODELED GRAVITY -    979,106.7   (mgal)                       NAVD 88
 DP4948
 DP4948  VERT ORDER      -  FIRST     CLASS II
 DP4948
 DP4948.The horizontal coordinates were established by autonomous hand held GPS
 DP4948.observations and have an estimated accuracy of +/- 10 meters.
 DP4948
 DP4948.The orthometric height was determined by differential leveling and
 DP4948.adjusted by the NATIONAL GEODETIC SURVEY
 DP4948.in February 2015.
 DP4948
 DP4948.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4948.GEOID18 height accuracy estimate available here.
 DP4948
 DP4948.Click photographs - Photos may exist for this station.
 DP4948
 DP4948.The dynamic height is computed by dividing the NAVD 88
 DP4948.geopotential number by the normal gravity value computed on the
 DP4948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4948.degrees latitude (g = 980.6199 gals.).
 DP4948
 DP4948.The modeled gravity was interpolated from observed gravity values.
 DP4948
 DP4948;                    North         East    Units  Estimated Accuracy
 DP4948;SPC FL W     -   291,784.      217,225.      MT  (+/- 10 meters HH2 GPS)
 DP4948
 DP4948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1797383073(NAD 83)
 DP4948
 DP4948                          SUPERSEDED SURVEY CONTROL
 DP4948
 DP4948.No superseded survey control is available for this station.
 DP4948
 DP4948_MARKER: DD = SURVEY DISK
 DP4948_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4948_STAMPING: 24678 A 2014
 DP4948_MARK LOGO: SFLWMD
 DP4948_PROJECTION: RECESSED 5 CENTIMETERS
 DP4948_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4948+STABILITY: SURFACE MOTION
 DP4948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4948+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2014
 DP4948_ROD/PIPE-DEPTH: 12.5 meters
 DP4948
 DP4948  HISTORY     - Date     Condition        Report By
 DP4948  HISTORY     - 20140227 MONUMENTED       FLDEP
 DP4948
 DP4948                          STATION DESCRIPTION
 DP4948
 DP4948'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4948'THE MARK IS ABOUT 9.7 MI (15.6 KM) EAST OF CLEVELAND, 8.6 MI (13.8 KM)
 DP4948'NORTH-NORTHWEST OF TUCKERS CORNER, 4.3 MI (6.9 KM) WEST-NORTHWEST OF
 DP4948'BERMONT, IN SECTION 29, TOWNSHIP 40 SOUTH, RANGE 25 EAST.  NOTE A KEY
 DP4948'CAN BE OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT.
 DP4948'
 DP4948'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP4948'ROAD 74 (BELMONT ROAD) ON THE SOUTH SIDE OF CLEVELAND, GO SOUTHEAST ON
 DP4948'COUNTY ROAD 74 (BELMONT ROAD) FOR 10.2 MI (16.4 KM) TO AN UNNAMED DIM
 DP4948'ROAD ON THE LEFT.  TURN LEFT ON THE DIM ROAD AND GO NORTH FOR 0.15 MI
 DP4948'(0.2 KM) TO A LOCKED GATE, PASSING THROUGH THE GATE CONTINUE NORTH ON
 DP4948'THE DIM ROAD FOR 0.6 MI (1.0 KM) TO A GATE WITH NO LOCK, PASSING
 DP4948'THROUGH THE GATE TO THE T-JUNCTION OF A DIM ROAD LEADING.  TURN LEFT
 DP4948'ON THE DIM ROAD AND GO WEST AND NORTH FOR 0.4 MI (0.6 KM) TO THE
 DP4948'T-JUNCTION OF A DIM DIRT ROAD.  TURN RIGHT ON THE DIM DIRT ROAD AND GO
 DP4948'SOUTHEAST FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF A DIM DIRT ROAD ON
 DP4948'THE LEFT.  TURN LEFT ON THE DIM DIRT ROAD AND GO NORTH FOR 0.25 MI
 DP4948'(0.4 KM) TO A 90 DEGREE TURN TO THE RIGHT, NOW GO EAST ON THE DIM DIRT
 DP4948'ROAD FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF A DIM DIRT ROAD ON THE
 DP4948'LEFT.  TURN LEFT ON THE DIM DIRT ROAD AND GO NORTH FOR 0.45 MI (0.7
 DP4948'KM) TO THE END OF THE ROAD AND THE MARK, AN ALUMINUM ROD DRIVEN TO
 DP4948'REFUSAL AT A DEPTH OF 41.0 FT (12.5 M) WITH A SURVEY DISK SET ON THE
 DP4948'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP4948'M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DP4948'LEVEL WITH THE DIM ACCESS ROAD.
 DP4948'
 DP4948'LOCATED 83.7 FT (25.5 M) SOUTHEAST OF SURVEY MARK 24678 B, 65.3 FT
 DP4948'(19.9 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE WOODEN DOCK,
 DP4948'64.2 FT (19.6 M) SOUTH-SOUTHEAST OF A WELL SHAFT, 10.3 FT (3.1 M)
 DP4948'NORTH-NORTHWEST OF A 9-INCH (23 CM) DIAMETER OAK TREE AND 3.7 FT (1.1
 DP4948'M) WEST OF A CARSONITE WITNESS POST.
 DP4948'
 DP4948'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4948'IS FACTORY INSTALLED INTO THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4947 ***********************************************************************
 DP4947  DESIGNATION -  24678 B
 DP4947  PID         -  DP4947
 DP4947  STATE/COUNTY-  FL/CHARLOTTE
 DP4947  COUNTRY     -  US
 DP4947  USGS QUAD   -  BERMONT (2018)
 DP4947
 DP4947                         *CURRENT SURVEY CONTROL
 DP4947  ______________________________________________________________________
 DP4947* NAD 83(1986) POSITION- 26 58 02.7    (N) 081 49 35.6    (W)   HD_HELD2
 DP4947* NAVD 88 ORTHO HEIGHT -     6.318 (meters)       20.73  (feet) ADJUSTED
 DP4947  ______________________________________________________________________
 DP4947  GEOID HEIGHT    -        -24.351 (meters)                     GEOID18
 DP4947  DYNAMIC HEIGHT  -          6.308 (meters)       20.70  (feet) COMP
 DP4947  MODELED GRAVITY -    979,106.7   (mgal)                       NAVD 88
 DP4947
 DP4947  VERT ORDER      -  FIRST     CLASS II
 DP4947
 DP4947.The horizontal coordinates were established by autonomous hand held GPS
 DP4947.observations and have an estimated accuracy of +/- 10 meters.
 DP4947
 DP4947.The orthometric height was determined by differential leveling and
 DP4947.adjusted by the NATIONAL GEODETIC SURVEY
 DP4947.in February 2015.
 DP4947
 DP4947.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4947.GEOID18 height accuracy estimate available here.
 DP4947
 DP4947.Click photographs - Photos may exist for this station.
 DP4947
 DP4947.The dynamic height is computed by dividing the NAVD 88
 DP4947.geopotential number by the normal gravity value computed on the
 DP4947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4947.degrees latitude (g = 980.6199 gals.).
 DP4947
 DP4947.The modeled gravity was interpolated from observed gravity values.
 DP4947
 DP4947;                    North         East    Units  Estimated Accuracy
 DP4947;SPC FL W     -   291,806.      217,219.      MT  (+/- 10 meters HH2 GPS)
 DP4947
 DP4947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1796783094(NAD 83)
 DP4947
 DP4947                          SUPERSEDED SURVEY CONTROL
 DP4947
 DP4947.No superseded survey control is available for this station.
 DP4947
 DP4947_MARKER: DD = SURVEY DISK
 DP4947_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4947_STAMPING: 24678 B 2014
 DP4947_MARK LOGO: SFLWMD
 DP4947_PROJECTION: RECESSED 5 CENTIMETERS
 DP4947_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4947+STABILITY: SURFACE MOTION
 DP4947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4947+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2014
 DP4947_ROD/PIPE-DEPTH: 14.3 meters
 DP4947
 DP4947  HISTORY     - Date     Condition        Report By
 DP4947  HISTORY     - 20140227 MONUMENTED       FLDEP
 DP4947
 DP4947                          STATION DESCRIPTION
 DP4947
 DP4947'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4947'THE MARK IS ABOUT 9.7 MI (15.6 KM) EAST OF CLEVELAND, 8.6 MI (13.8 KM)
 DP4947'NORTH-NORTHWEST OF TUCKERS CORNER, 4.3 MI (6.9 KM) WEST-NORTHWEST OF
 DP4947'BERMONT, IN SECTION 29, TOWNSHIP 40 SOUTH, RANGE 25 EAST.  NOTE A KEY
 DP4947'CAN BE OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT.
 DP4947'
 DP4947'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP4947'ROAD 74 (BELMONT ROAD) ON THE SOUTH SIDE OF CLEVELAND, GO SOUTHEAST ON
 DP4947'COUNTY ROAD 74 (BELMONT ROAD) FOR 10.2 MI (16.4 KM) TO AN UNNAMED DIM
 DP4947'ROAD ON THE LEFT.  TURN LEFT ON THE DIM ROAD AND GO NORTH FOR 0.15 MI
 DP4947'(0.2 KM) TO A LOCKED GATE, PASSING THROUGH THE GATE CONTINUE NORTH ON
 DP4947'THE DIM ROAD FOR 0.6 MI (1.0 KM) TO A GATE WITH NO LOCK, PASSING
 DP4947'THROUGH THE GATE TO THE T-JUNCTION OF A DIM ROAD LEADING.  TURN LEFT
 DP4947'ON THE DIM ROAD AND GO WEST AND NORTH FOR 0.4 MI (0.6 KM) TO THE
 DP4947'T-JUNCTION OF A DIM DIRT ROAD.  TURN RIGHT ON THE DIM DIRT ROAD AND GO
 DP4947'SOUTHEAST FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF A DIM DIRT ROAD ON
 DP4947'THE LEFT.  TURN LEFT ON THE DIM DIRT ROAD AND GO NORTH FOR 0.25 MI
 DP4947'(0.4 KM) TO A 90 DEGREE TURN TO THE RIGHT, NOW GO EAST ON THE DIM DIRT
 DP4947'ROAD FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF A DIM DIRT ROAD ON THE
 DP4947'LEFT.  TURN LEFT ON THE DIM DIRT ROAD AND GO NORTH FOR 0.45 MI (0.7
 DP4947'KM) TO THE END OF THE ROAD AND THE MARK, AN ALUMINUM ROD DRIVEN TO
 DP4947'REFUSAL AT A DEPTH OF 47.0 FT (14.3 M) WITH A SURVEY DISK SET ON THE
 DP4947'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP4947'M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DP4947'LEVEL WITH THE DIM ACCESS ROAD.
 DP4947'
 DP4947'LOCATED 83.7 FT (25.5 M) NORTH-NORTHWEST OF SURVEY MARK 24678 A, 22.5
 DP4947'FT (6.9 M) WEST-NORTHWEST OF A WELL SHAFT, 20.7 FT (6.3 M) NORTHWEST
 DP4947'OF THE APPROXIMATE CENTERLINE OF THE WOODEN DOCK, 11.O FT (3.4 M)
 DP4947'NORTHWEST OF A 2.0 FT (0.6 M) DIAMETER PINE TREE AND 2.3 FT (0.7 M)
 DP4947'SOUTHWEST OF A CARSONITE WITNESS POST.
 DP4947'
 DP4947'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4947'WAS FACTORY INSTALLED INTO THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0081 ***********************************************************************
 AL0081  DESIGNATION -  247
 AL0081  PID         -  AL0081
 AL0081  STATE/COUNTY-  FL/PINELLAS
 AL0081  COUNTRY     -  US
 AL0081  USGS QUAD   -  OLDSMAR (2018)
 AL0081
 AL0081                         *CURRENT SURVEY CONTROL
 AL0081  ______________________________________________________________________
 AL0081* NAD 83(1986) POSITION- 28 04 25.     (N) 082 44 23.     (W)   SCALED
 AL0081* NAVD 88 ORTHO HEIGHT -    21.144 (meters)       69.37  (feet) ADJUSTED
 AL0081  ______________________________________________________________________
 AL0081  GEOID HEIGHT    -        -24.947 (meters)                     GEOID18
 AL0081  DYNAMIC HEIGHT  -         21.113 (meters)       69.27  (feet) COMP
 AL0081  MODELED GRAVITY -    979,189.8   (mgal)                       NAVD 88
 AL0081
 AL0081  VERT ORDER      -  SECOND    CLASS II
 AL0081
 AL0081.The horizontal coordinates were scaled from a map and have
 AL0081.an estimated accuracy of +/- 6 seconds.
 AL0081
 AL0081.The orthometric height was determined by differential leveling and
 AL0081.adjusted by the NATIONAL GEODETIC SURVEY
 AL0081.in June 1991.
 AL0081
 AL0081.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0081.GEOID18 height accuracy estimate available here.
 AL0081
 AL0081.Click photographs - Photos may exist for this station.
 AL0081
 AL0081.The dynamic height is computed by dividing the NAVD 88
 AL0081.geopotential number by the normal gravity value computed on the
 AL0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0081.degrees latitude (g = 980.6199 gals.).
 AL0081
 AL0081.The modeled gravity was interpolated from observed gravity values.
 AL0081
 AL0081;                    North         East    Units  Estimated Accuracy
 AL0081;SPC FL W     -   414,590.      127,290.      MT  (+/- 180 meters Scaled)
 AL0081
 AL0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290065(NAD 83)
 AL0081
 AL0081                          SUPERSEDED SURVEY CONTROL
 AL0081
 AL0081  NGVD 29 (??/??/92)   21.403  (m)           70.22   (f) ADJ UNCH    2 2
 AL0081
 AL0081.Superseded values are not recommended for survey control.
 AL0081
 AL0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0081.See file dsdata.pdf to determine how the superseded data were derived.
 AL0081
 AL0081_MARKER: DZ = AZIMUTH MARK DISK
 AL0081_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0081_SP_SET: CULVERT HEADWALL
 AL0081_STAMPING: 247
 AL0081_MARK LOGO: FLSRD
 AL0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0081+STABILITY: SURFACE MOTION
 AL0081
 AL0081  HISTORY     - Date     Condition        Report By
 AL0081  HISTORY     - UNK      MONUMENTED       FLHD
 AL0081  HISTORY     - 1976     GOOD             FLDT
 AL0081  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0081
 AL0081                          STATION DESCRIPTION
 AL0081
 AL0081'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0081'3.9 MI S FROM TARPON SPRINGS.
 AL0081'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND
 AL0081'KEYSTONE RD. (S.R. 582), RUN SOUTHERLY ON U.S. 19 FOR 5.30 MILE.
 AL0081'STATION ON LEFT, 65.5 FT. EAST OF THE CENTERLINE OF U.S. 19,
 AL0081'34.6 FT. SW OF POWER POLE, NUMBER 2-20027.  SET IN TOP OF
 AL0081'CONCRETE HEADWALL.  SECTION 6, T28S, R16E.
 AL0081
 AL0081                          STATION RECOVERY (1984)
 AL0081
 AL0081'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0081'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9734 ***********************************************************************
 DO9734  DESIGNATION -  24724 A
 DO9734  PID         -  DO9734
 DO9734  STATE/COUNTY-  FL/POLK
 DO9734  COUNTRY     -  US
 DO9734  USGS QUAD   -  AUBURNDALE (2018)
 DO9734
 DO9734                         *CURRENT SURVEY CONTROL
 DO9734  ______________________________________________________________________
 DO9734* NAD 83(1986) POSITION- 28 05 31.7    (N) 081 48 32.3    (W)   HD_HELD2
 DO9734* NAVD 88 ORTHO HEIGHT -    43.867 (meters)      143.92  (feet) ADJUSTED
 DO9734  ______________________________________________________________________
 DO9734  GEOID HEIGHT    -        -26.701 (meters)                     GEOID18
 DO9734  DYNAMIC HEIGHT  -         43.802 (meters)      143.71  (feet) COMP
 DO9734  MODELED GRAVITY -    979,152.4   (mgal)                       NAVD 88
 DO9734
 DO9734  VERT ORDER      -  SECOND    CLASS I
 DO9734
 DO9734.The horizontal coordinates were established by autonomous hand held GPS
 DO9734.observations and have an estimated accuracy of +/- 10 meters.
 DO9734
 DO9734.The orthometric height was determined by differential leveling and
 DO9734.adjusted by the NATIONAL GEODETIC SURVEY
 DO9734.in January 2014.
 DO9734
 DO9734.No vertical observational check was made to the station.
 DO9734
 DO9734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9734.GEOID18 height accuracy estimate available here.
 DO9734
 DO9734.Click photographs - Photos may exist for this station.
 DO9734
 DO9734.The dynamic height is computed by dividing the NAVD 88
 DO9734.geopotential number by the normal gravity value computed on the
 DO9734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9734.degrees latitude (g = 980.6199 gals.).
 DO9734
 DO9734.The modeled gravity was interpolated from observed gravity values.
 DO9734
 DO9734;                    North         East    Units  Estimated Accuracy
 DO9734;SPC FL W     -   416,434.      218,773.      MT  (+/- 10 meters HH2 GPS)
 DO9734
 DO9734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2052607673(NAD 83)
 DO9734
 DO9734                          SUPERSEDED SURVEY CONTROL
 DO9734
 DO9734.No superseded survey control is available for this station.
 DO9734
 DO9734_MARKER: DD = SURVEY DISK
 DO9734_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9734_STAMPING: 24724 A 2013
 DO9734_MARK LOGO: SFLWMD
 DO9734_PROJECTION: RECESSED 5 CENTIMETERS
 DO9734_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9734+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2013
 DO9734_ROD/PIPE-DEPTH: 9.6 meters
 DO9734
 DO9734  HISTORY     - Date     Condition        Report By
 DO9734  HISTORY     - 20130109 MONUMENTED       FLDEP
 DO9734
 DO9734                          STATION DESCRIPTION
 DO9734
 DO9734'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9734'THE MARK IS ABOUT 6.7 MI (10.8 KM) NORTHWEST OF WINTER HAVEN, 6.3 MI
 DO9734'(10.1 KM) SOUTH OF POLK CITY, 2.2 MI (3.5 KM) NORTH-NORTHWEST OF
 DO9734'AUBURNDALE, IN SECTION 33, TOWNSHIP 27 SOUTH, RANGE 25 EAST.  KEY
 DO9734'PROVIDED BY SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DO9734'
 DO9734'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9734'ROAD 570 (POLK PARKWAY-TOLL ROAD) IN AUBURNDALE, GO EAST ON U.S.
 DO9734'HIGHWAY 92 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF BERKLEY ROAD
 DO9734'(COUNTY ROAD 655) ON THE LEFT AND NEPTUNE ROAD ON THE RIGHT.  TURN
 DO9734'LEFT ON BERKLEY ROAD (COUNTY ROAD 655) AND GO NORTH FOR 1.8 MI (2.9
 DO9734'KM) TO THE INTERSECTION OF DENTON AVENUE.  TURN RIGHT ON DENTON AVENUE
 DO9734'AND GO EAST FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION OF LAKE ARIANA
 DO9734'BOULEVARD.  TURN LEFT ON LAKE ARIANA BOULEVARD AND GO NORTHEAST FOR
 DO9734'0.4 MI (0.6 KM) TO THE JUNCTION OF TEMPLE STREET ON THE LEFT.  TURN
 DO9734'LEFT ON TEMPLE STREET AND GO NORTH FOR 0.05 MI (0.1 KM) TO THE
 DO9734'INTERSECTION OF KIRKLAND LAKE DRIVE ON THE RIGHT AND CRESTVIEW DRIVE
 DO9734'ON THE LEFT.  TURN LEFT ON CRESTVIEW DRIVE AND GO WEST FOR 0.3 MI (0.5
 DO9734'KM) TO A CURVE IN THE ROAD, LEADING NORTH WHERE THE ROAD TURNS INTO
 DO9734'SHORELAND DRIVE.  CONTINUE NORTH ON SHORELAND DRIVE FOR 0.25 MI (0.4
 DO9734'KM) TO U.S. MAIL ADDRESS 2027 SHORELAND DRIVE ON THE LEFT, KINSMEN
 DO9734'DRIVE ON THE RIGHT AND A LOCKED GATE, THE ACCESS TO AN EASEMENT ROAD
 DO9734'LEADING TO A STAFF GAUGE.  CONTINUE NORTH THROUGH THE GATE ACCESS ON
 DO9734'THE EASEMENT ROAD FOR ABOUT 150.0 FT (45.7 M) TO SURVEY MARK 24724 B.
 DO9734'TURN LEFT ON THE EASEMENT ROAD GO WEST FOR ABOUT 150.0 FT (45.7 M) TO
 DO9734'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO9734'31.5 FT (9.6 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DO9734'PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL
 DO9734'WITH THE EASEMENT ROAD.
 DO9734'
 DO9734'LOCATED 150.7 FT (45.9 M) WEST OF SURVEY MARK 24724 B, 15.8 FT (4.8 M)
 DO9734'SOUTH OF A CHAIN LINK FENCE, 3.2 FT (1.0 M) NORTH OF A 6.0 FT (1.8 M)
 DO9734'TALL BRICK WALL AND 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST.
 DO9734'
 DO9734'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9734'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9735 ***********************************************************************
 DO9735  DESIGNATION -  24724 B
 DO9735  PID         -  DO9735
 DO9735  STATE/COUNTY-  FL/POLK
 DO9735  COUNTRY     -  US
 DO9735  USGS QUAD   -  AUBURNDALE (2018)
 DO9735
 DO9735                         *CURRENT SURVEY CONTROL
 DO9735  ______________________________________________________________________
 DO9735* NAD 83(1986) POSITION- 28 05 31.8    (N) 081 48 30.5    (W)   HD_HELD2
 DO9735* NAVD 88 ORTHO HEIGHT -    44.328 (meters)      145.43  (feet) ADJUSTED
 DO9735  ______________________________________________________________________
 DO9735  GEOID HEIGHT    -        -26.703 (meters)                     GEOID18
 DO9735  DYNAMIC HEIGHT  -         44.262 (meters)      145.22  (feet) COMP
 DO9735  MODELED GRAVITY -    979,152.3   (mgal)                       NAVD 88
 DO9735
 DO9735  VERT ORDER      -  SECOND    CLASS I
 DO9735
 DO9735.The horizontal coordinates were established by autonomous hand held GPS
 DO9735.observations and have an estimated accuracy of +/- 10 meters.
 DO9735
 DO9735.The orthometric height was determined by differential leveling and
 DO9735.adjusted by the NATIONAL GEODETIC SURVEY
 DO9735.in January 2014.
 DO9735
 DO9735.No vertical observational check was made to the station.
 DO9735
 DO9735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9735.GEOID18 height accuracy estimate available here.
 DO9735
 DO9735.Click photographs - Photos may exist for this station.
 DO9735
 DO9735.The dynamic height is computed by dividing the NAVD 88
 DO9735.geopotential number by the normal gravity value computed on the
 DO9735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9735.degrees latitude (g = 980.6199 gals.).
 DO9735
 DO9735.The modeled gravity was interpolated from observed gravity values.
 DO9735
 DO9735;                    North         East    Units  Estimated Accuracy
 DO9735;SPC FL W     -   416,437.      218,822.      MT  (+/- 10 meters HH2 GPS)
 DO9735
 DO9735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2057507676(NAD 83)
 DO9735
 DO9735                          SUPERSEDED SURVEY CONTROL
 DO9735
 DO9735.No superseded survey control is available for this station.
 DO9735
 DO9735_MARKER: DD = SURVEY DISK
 DO9735_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9735_STAMPING: 24724 B 2013
 DO9735_MARK LOGO: SFLWMD
 DO9735_PROJECTION: RECESSED 3 CENTIMETERS
 DO9735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9735+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2013
 DO9735_ROD/PIPE-DEPTH: 19.4 meters
 DO9735
 DO9735  HISTORY     - Date     Condition        Report By
 DO9735  HISTORY     - 20130109 MONUMENTED       FLDEP
 DO9735
 DO9735                          STATION DESCRIPTION
 DO9735
 DO9735'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9735'THE MARK IS ABOUT 6.7 MI (10.8 KM) NORTHWEST OF WINTER HAVEN, 6.3 MI
 DO9735'(10.1 KM) SOUTH OF POLK CITY, 2.2 MI (3.5 KM) NORTH-NORTHWEST OF
 DO9735'AUBURNDALE, IN SECTION 33, TOWNSHIP 27 SOUTH, RANGE 25 EAST.  KEY
 DO9735'PROVIDED BY SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DO9735'
 DO9735'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9735'ROAD 570 (POLK PARKWAY-TOLL ROAD) IN AUBURNDALE, GO EAST ON U.S.
 DO9735'HIGHWAY 92 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF BERKLEY ROAD
 DO9735'(COUNTY ROAD 655) ON THE LEFT AND NEPTUNE ROAD ON THE RIGHT.  TURN
 DO9735'LEFT ON BERKLEY ROAD (COUNTY ROAD 655) AND GO NORTH FOR 1.8 MI (2.9
 DO9735'KM) TO THE INTERSECTION OF DENTON AVENUE.  TURN RIGHT ON DENTON AVENUE
 DO9735'AND GO EAST FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION OF LAKE ARIANA
 DO9735'BOULEVARD.  TURN LEFT ON LAKE ARIANA BOULEVARD AND GO NORTHEAST FOR
 DO9735'0.4 MI (0.6 KM) TO THE JUNCTION OF TEMPLE STREET ON THE LEFT.  TURN
 DO9735'LEFT ON TEMPLE STREET AND GO NORTH FOR 0.05 MI (0.1 KM) TO THE
 DO9735'INTERSECTION OF KIRKLAND LAKE DRIVE ON THE RIGHT AND CRESTVIEW DRIVE
 DO9735'ON THE LEFT.  TURN LEFT ON CRESTVIEW DRIVE AND GO WEST FOR 0.3 MI (0.5
 DO9735'KM) TO A CURVE IN THE ROAD, LEADING NORTH WHERE THE ROAD TURNS INTO
 DO9735'SHORELAND DRIVE.  CONTINUE NORTH ON SHORELAND DRIVE FOR 0.25 MI (0.4
 DO9735'KM) TO U.S. MAIL ADDRESS 2027 SHORELAND DRIVE ON THE LEFT, KINSMEN
 DO9735'DRIVE ON THE RIGHT AND A LOCKED GATE, THE ACCESS TO AN EASEMENT ROAD
 DO9735'LEADING TO A STAFF GAUGE.  CONTINUE NORTH THROUGH THE GATE ACCESS ON
 DO9735'THE EASEMENT ROAD FOR ABOUT 150.0 FT (45.7 M) TO THE MARK ON THE
 DO9735'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 63.5 FT (19.4
 DO9735'M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO9735'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE
 DO9735'EASEMENT ROAD.
 DO9735'
 DO9735'LOCATED 182.6 FT (55.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DO9735'KINSMEN DRIVE, 150.7 FT (45.9 M) EAST OF SURVEY MARK 24724 A, 10.8 FT
 DO9735'(3.3 M) WEST OF A 6.0 FT (1.8 M) TALL WOODEN PANEL FENCE, 1.6 FT (0.5
 DO9735'M) SOUTH OF A 6.0 FT (1.8 M) TALL CHAIN LINK FENCE AND 1.4 FT (0.4 M)
 DO9735'SOUTH OF A CARSONITE WITNESS POST.
 DO9735'
 DO9735'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9735'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9730 ***********************************************************************
 DO9730  DESIGNATION -  24725 A
 DO9730  PID         -  DO9730
 DO9730  STATE/COUNTY-  FL/POLK
 DO9730  COUNTRY     -  US
 DO9730  USGS QUAD   -  AUBURNDALE (2018)
 DO9730
 DO9730                         *CURRENT SURVEY CONTROL
 DO9730  ______________________________________________________________________
 DO9730* NAD 83(1986) POSITION- 28 05 14.1    (N) 081 49 39.5    (W)   HD_HELD2
 DO9730* NAVD 88 ORTHO HEIGHT -    43.945 (meters)      144.18  (feet) ADJUSTED
 DO9730  ______________________________________________________________________
 DO9730  GEOID HEIGHT    -        -26.642 (meters)                     GEOID18
 DO9730  DYNAMIC HEIGHT  -         43.879 (meters)      143.96  (feet) COMP
 DO9730  MODELED GRAVITY -    979,154.0   (mgal)                       NAVD 88
 DO9730
 DO9730  VERT ORDER      -  SECOND    CLASS I
 DO9730
 DO9730.The horizontal coordinates were established by autonomous hand held GPS
 DO9730.observations and have an estimated accuracy of +/- 10 meters.
 DO9730
 DO9730.The orthometric height was determined by differential leveling and
 DO9730.adjusted by the NATIONAL GEODETIC SURVEY
 DO9730.in January 2014.
 DO9730
 DO9730.No vertical observational check was made to the station.
 DO9730
 DO9730.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9730.GEOID18 height accuracy estimate available here.
 DO9730
 DO9730.Click photographs - Photos may exist for this station.
 DO9730
 DO9730.The dynamic height is computed by dividing the NAVD 88
 DO9730.geopotential number by the normal gravity value computed on the
 DO9730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9730.degrees latitude (g = 980.6199 gals.).
 DO9730
 DO9730.The modeled gravity was interpolated from observed gravity values.
 DO9730
 DO9730;                    North         East    Units  Estimated Accuracy
 DO9730;SPC FL W     -   415,889.      216,939.      MT  (+/- 10 meters HH2 GPS)
 DO9730
 DO9730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1868807144(NAD 83)
 DO9730
 DO9730                          SUPERSEDED SURVEY CONTROL
 DO9730
 DO9730.No superseded survey control is available for this station.
 DO9730
 DO9730_MARKER: DD = SURVEY DISK
 DO9730_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9730_STAMPING: 24725 A 2013
 DO9730_MARK LOGO: SFLWMD
 DO9730_PROJECTION: RECESSED 5 CENTIMETERS
 DO9730_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9730+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2013
 DO9730_ROD/PIPE-DEPTH: 7.2 meters
 DO9730
 DO9730  HISTORY     - Date     Condition        Report By
 DO9730  HISTORY     - 20130108 MONUMENTED       FLDEP
 DO9730
 DO9730                          STATION DESCRIPTION
 DO9730
 DO9730'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9730'THE MARK IS ABOUT 7.3 MI (11.7 KM) NORTHWEST OF WINTER HAVEN, 6.5 MI
 DO9730'(10.5 KM) SOUTH OF POLK CITY, 2.8 MI (4.5 KM) WEST-NORTHWEST OF
 DO9730'AUBURNDALE, IN SECTION 32, TOWNSHIP 27 SOUTH, RANGE 25 EAST.  ACCESS
 DO9730'TO THE MARK WILL DEPEND ON THE FIVE STAR FAMILY GROWERS BUSINESS
 DO9730'HOURS.
 DO9730'
 DO9730'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9730'ROAD 570 (POLK PARKWAY-TOLL ROAD) IN AUBURNDALE, GO EAST ON U.S.
 DO9730'HIGHWAY 92 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF BERKLEY ROAD
 DO9730'(COUNTY ROAD 655) ON THE LEFT AND NEPTUNE ROAD ON THE RIGHT.  TURN
 DO9730'LEFT ON BERKLEY ROAD (COUNTY ROAD 655) AND GO NORTH FOR 1.8 MI (2.9
 DO9730'KM) TO THE INTERSECTION OF DENTON AVENUE.  TURN LEFT ON DENTON AVENUE
 DO9730'AND GO WEST FOR 0.5 MI (0.8 KM) TO 361 DENTON AVENUE AND A GATED
 DO9730'ENTRANCE TO FIVE STAR FAMILY GROWERS.  CONTINUE WEST THROUGH THE GATE
 DO9730'FOR 0.1 MI (0.2 KM) TO AN ACCESS ROAD LEADING NORTH.  TURN RIGHT ON
 DO9730'THE ACCESS ROAD AND GO NORTH FOR 0.15 MI (0.2 KM) TO THE MARK ON THE
 DO9730'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.5 FT (7.2 M)
 DO9730'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO9730'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE ACCESS
 DO9730'ROAD.
 DO9730'
 DO9730'LOCATED 51.2 FT (15.6 M) EAST OF SURVEY MARK 24725 B, 31.8 FT (9.7 M)
 DO9730'NORTH OF THE APPROXIMATE CENTER OF A METAL GATE, 18.5 FT (5.6 M) WEST
 DO9730'OF THE APPROXIMATE CENTERLINE OF A ACCESS ROAD LEADING THROUGH THE
 DO9730'GROVE, 9.5 FT (2.9 M) SOUTH OF THE NORTHWEST FENCE CORNER, 1.5 FT (0.5
 DO9730'M) EAST OF A 4.0 FT (1.2 M) TALL HOG WIRE FENCE AND 1.2 FT (0.4 M)
 DO9730'EAST OF A CARSONITE WITNESS POST.
 DO9730'
 DO9730'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9730'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9731 ***********************************************************************
 DO9731  DESIGNATION -  24725 B
 DO9731  PID         -  DO9731
 DO9731  STATE/COUNTY-  FL/POLK
 DO9731  COUNTRY     -  US
 DO9731  USGS QUAD   -  AUBURNDALE (2018)
 DO9731
 DO9731                         *CURRENT SURVEY CONTROL
 DO9731  ______________________________________________________________________
 DO9731* NAD 83(1986) POSITION- 28 05 14.3    (N) 081 49 38.9    (W)   HD_HELD2
 DO9731* NAVD 88 ORTHO HEIGHT -    43.992 (meters)      144.33  (feet) ADJUSTED
 DO9731  ______________________________________________________________________
 DO9731  GEOID HEIGHT    -        -26.643 (meters)                     GEOID18
 DO9731  DYNAMIC HEIGHT  -         43.927 (meters)      144.12  (feet) COMP
 DO9731  MODELED GRAVITY -    979,154.0   (mgal)                       NAVD 88
 DO9731
 DO9731  VERT ORDER      -  SECOND    CLASS I
 DO9731
 DO9731.The horizontal coordinates were established by autonomous hand held GPS
 DO9731.observations and have an estimated accuracy of +/- 10 meters.
 DO9731
 DO9731.The orthometric height was determined by differential leveling and
 DO9731.adjusted by the NATIONAL GEODETIC SURVEY
 DO9731.in January 2014.
 DO9731
 DO9731.No vertical observational check was made to the station.
 DO9731
 DO9731.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9731.GEOID18 height accuracy estimate available here.
 DO9731
 DO9731.Click photographs - Photos may exist for this station.
 DO9731
 DO9731.The dynamic height is computed by dividing the NAVD 88
 DO9731.geopotential number by the normal gravity value computed on the
 DO9731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9731.degrees latitude (g = 980.6199 gals.).
 DO9731
 DO9731.The modeled gravity was interpolated from observed gravity values.
 DO9731
 DO9731;                    North         East    Units  Estimated Accuracy
 DO9731;SPC FL W     -   415,896.      216,955.      MT  (+/- 10 meters HH2 GPS)
 DO9731
 DO9731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1870407150(NAD 83)
 DO9731
 DO9731                          SUPERSEDED SURVEY CONTROL
 DO9731
 DO9731.No superseded survey control is available for this station.
 DO9731
 DO9731_MARKER: DD = SURVEY DISK
 DO9731_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9731_STAMPING: 24725 B 2013
 DO9731_MARK LOGO: SFLWMD
 DO9731_PROJECTION: RECESSED 5 CENTIMETERS
 DO9731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9731+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2013
 DO9731_ROD/PIPE-DEPTH: 13.0 meters
 DO9731
 DO9731  HISTORY     - Date     Condition        Report By
 DO9731  HISTORY     - 20130109 MONUMENTED       FLDEP
 DO9731
 DO9731                          STATION DESCRIPTION
 DO9731
 DO9731'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9731'THE MARK IS ABOUT 7.3 MI (11.7 KM) NORTHWEST OF WINTER HAVEN, 6.5 MI
 DO9731'(10.5 KM) SOUTH OF POLK CITY, 2.8 MI (4.5 KM) WEST-NORTHWEST OF
 DO9731'AUBURNDALE, IN SECTION 32, TOWNSHIP 27 SOUTH, RANGE 25 EAST.  ACCESS
 DO9731'TO THE MARK WILL DEPEND ON THE FIVE STAR FAMILY GROWERS BUSINESS
 DO9731'HOURS.
 DO9731'
 DO9731'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9731'ROAD 570 (POLK PARKWAY-TOLL ROAD) IN AUBURNDALE, GO EAST ON U.S.
 DO9731'HIGHWAY 92 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF BERKLEY ROAD
 DO9731'(COUNTY ROAD 655) ON THE LEFT AND NEPTUNE ROAD ON THE RIGHT.  TURN
 DO9731'LEFT ON BERKLEY ROAD (COUNTY ROAD 655) AND GO NORTH FOR 1.8 MI (2.9
 DO9731'KM) TO THE INTERSECTION OF DENTON AVENUE.  TURN LEFT ON DENTON AVENUE
 DO9731'AND GO WEST FOR 0.5 MI (0.8 KM) TO 361 DENTON AVENUE AND A GATED
 DO9731'ENTRANCE TO FIVE STAR FAMILY GROWERS.  CONTINUE WEST THROUGH THE GATE
 DO9731'FOR 0.1 MI (0.2 KM) TO AN ACCESS ROAD LEADING NORTH.  TURN RIGHT ON
 DO9731'THE ACCESS ROAD AND GO NORTH FOR 0.15 MI (0.2 KM) TO THE MARK ON THE
 DO9731'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 42.5 FT (13.0
 DO9731'M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO9731'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE ACCESS
 DO9731'ROAD.
 DO9731'
 DO9731'LOCATED 52.7 FT (16.1 M) EAST OF THE NORTHWEST FENCE CORNER, 51.2 FT
 DO9731'(15.6 M) EAST OF SURVEY MARK 24725 A, 33.8 FT (10.3 M) EAST OF AN
 DO9731'ACCESS ROAD LEADING THROUGH THE GROVE, 1.4 FT (0.4 M) SOUTH OF A 4.0
 DO9731'FT (1.2 M) TALL HOG WIRE FENCE, 9.5 FT (2.9 M) SOUTH OF THE NORTHWEST
 DO9731'FENCE CORNER, 1.5 FT (0.5 M) EAST OF A 4.0 FT (1.2 M) TALL HOG WIRE
 DO9731'FENCE AND 0.7 FT (21 CM) SOUTH OF A CARSONITE WITNESS POST.
 DO9731'
 DO9731'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9731'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9287 ***********************************************************************
 DO9287  DESIGNATION -  24726 A
 DO9287  PID         -  DO9287
 DO9287  STATE/COUNTY-  FL/POLK
 DO9287  COUNTRY     -  US
 DO9287  USGS QUAD   -  LAKELAND (2018)
 DO9287
 DO9287                         *CURRENT SURVEY CONTROL
 DO9287  ______________________________________________________________________
 DO9287* NAD 83(1986) POSITION- 28 05 57.8    (N) 081 53 27.7    (W)   HD_HELD2
 DO9287* NAVD 88 ORTHO HEIGHT -    39.692 (meters)      130.22  (feet) ADJUSTED
 DO9287  ______________________________________________________________________
 DO9287  GEOID HEIGHT    -        -26.527 (meters)                     GEOID18
 DO9287  DYNAMIC HEIGHT  -         39.633 (meters)      130.03  (feet) COMP
 DO9287  MODELED GRAVITY -    979,158.9   (mgal)                       NAVD 88
 DO9287
 DO9287  VERT ORDER      -  SECOND    CLASS I
 DO9287
 DO9287.The horizontal coordinates were established by autonomous hand held GPS
 DO9287.observations and have an estimated accuracy of +/- 10 meters.
 DO9287
 DO9287.The orthometric height was determined by differential leveling and
 DO9287.adjusted by the NATIONAL GEODETIC SURVEY
 DO9287.in January 2014.
 DO9287
 DO9287.No vertical observational check was made to the station.
 DO9287
 DO9287.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9287.GEOID18 height accuracy estimate available here.
 DO9287
 DO9287.Click photographs - Photos may exist for this station.
 DO9287
 DO9287.The dynamic height is computed by dividing the NAVD 88
 DO9287.geopotential number by the normal gravity value computed on the
 DO9287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9287.degrees latitude (g = 980.6199 gals.).
 DO9287
 DO9287.The modeled gravity was interpolated from observed gravity values.
 DO9287
 DO9287;                    North         East    Units  Estimated Accuracy
 DO9287;SPC FL W     -   417,227.      210,708.      MT  (+/- 10 meters HH2 GPS)
 DO9287
 DO9287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1247008532(NAD 83)
 DO9287
 DO9287                          SUPERSEDED SURVEY CONTROL
 DO9287
 DO9287.No superseded survey control is available for this station.
 DO9287
 DO9287_MARKER: DD = SURVEY DISK
 DO9287_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9287_STAMPING: 24726 A 2012
 DO9287_MARK LOGO: SWFWMD
 DO9287_PROJECTION: RECESSED 8 CENTIMETERS
 DO9287_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9287+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 DO9287_ROD/PIPE-DEPTH: 3.9 meters
 DO9287
 DO9287  HISTORY     - Date     Condition        Report By
 DO9287  HISTORY     - 20120801 MONUMENTED       FLDEP
 DO9287
 DO9287                          STATION DESCRIPTION
 DO9287
 DO9287'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9287'THE MARK IS ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF POLK CITY, 5.5 MI (8.8
 DO9287'KM) SOUTHEAST OF PROVIDENCE, 5.0 MI (8.0 KM) NORTH-NORTHEAST OF
 DO9287'LAKELAND, IN SECTION 34, TOWNSHIP 27 SOUTH, RANGE 24 EAST.
 DO9287'
 DO9287'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND NORTH
 DO9287'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON NORTH COMBEE
 DO9287'ROAD (STATE ROAD 659) FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF TENOROC
 DO9287'MINE ROAD ON THE RIGHT.  TURN RIGHT ON TENOROC MINE ROAD AND GO EAST
 DO9287'FOR 0.9 MI (1.4 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ALLOY ROD
 DO9287'DRIVEN TO REFUSAL AT A DEPTH OF 16.4 FT (5.0 M) ENCASED IN A 4-INCH
 DO9287'(10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DO9287'AND 3.2 FT (1.0 M) BELOW THE LEVEL OF TENOROC MINE ROAD.
 DO9287'
 DO9287'LOCATED 26.7 FT (8.1 M) SOUTH OF THE CENTERLINE OF TENOROC MINE ROAD,
 DO9287'25.9 FT (7.9 M) EAST OF SURVEY MARK 24726 B, 13.8 FT (4.2 M) EAST OF
 DO9287'THE WELL HEAD, 1.6 FT (0.5 M) NORTH OF A BARB WIRE FENCE AND 1.4 FT
 DO9287'(0.4 M) NORTH OF A CARSONITE WITNESS POST.
 DO9287'
 DO9287'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9286 ***********************************************************************
 DO9286  DESIGNATION -  24726 B
 DO9286  PID         -  DO9286
 DO9286  STATE/COUNTY-  FL/POLK
 DO9286  COUNTRY     -  US
 DO9286  USGS QUAD   -  LAKELAND (2018)
 DO9286
 DO9286                         *CURRENT SURVEY CONTROL
 DO9286  ______________________________________________________________________
 DO9286* NAD 83(1986) POSITION- 28 05 57.6    (N) 081 53 27.9    (W)   HD_HELD2
 DO9286* NAVD 88 ORTHO HEIGHT -    39.637 (meters)      130.04  (feet) ADJUSTED
 DO9286  ______________________________________________________________________
 DO9286  GEOID HEIGHT    -        -26.527 (meters)                     GEOID18
 DO9286  DYNAMIC HEIGHT  -         39.578 (meters)      129.85  (feet) COMP
 DO9286  MODELED GRAVITY -    979,158.9   (mgal)                       NAVD 88
 DO9286
 DO9286  VERT ORDER      -  SECOND    CLASS I
 DO9286
 DO9286.The horizontal coordinates were established by autonomous hand held GPS
 DO9286.observations and have an estimated accuracy of +/- 10 meters.
 DO9286
 DO9286.The orthometric height was determined by differential leveling and
 DO9286.adjusted by the NATIONAL GEODETIC SURVEY
 DO9286.in January 2014.
 DO9286
 DO9286.No vertical observational check was made to the station.
 DO9286
 DO9286.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9286.GEOID18 height accuracy estimate available here.
 DO9286
 DO9286.Click photographs - Photos may exist for this station.
 DO9286
 DO9286.The dynamic height is computed by dividing the NAVD 88
 DO9286.geopotential number by the normal gravity value computed on the
 DO9286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9286.degrees latitude (g = 980.6199 gals.).
 DO9286
 DO9286.The modeled gravity was interpolated from observed gravity values.
 DO9286
 DO9286;                    North         East    Units  Estimated Accuracy
 DO9286;SPC FL W     -   417,221.      210,703.      MT  (+/- 10 meters HH2 GPS)
 DO9286
 DO9286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1246408526(NAD 83)
 DO9286
 DO9286                          SUPERSEDED SURVEY CONTROL
 DO9286
 DO9286.No superseded survey control is available for this station.
 DO9286
 DO9286_MARKER: DD = SURVEY DISK
 DO9286_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9286_STAMPING: 24726 B 2012
 DO9286_MARK LOGO: SWFWMD
 DO9286_PROJECTION: RECESSED 5 CENTIMETERS
 DO9286_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9286_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9286+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 DO9286_ROD/PIPE-DEPTH: 5.0 meters
 DO9286
 DO9286  HISTORY     - Date     Condition        Report By
 DO9286  HISTORY     - 20120801 MONUMENTED       FLDEP
 DO9286
 DO9286                          STATION DESCRIPTION
 DO9286
 DO9286'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9286'THE MARK IS ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF POLK CITY, 5.5 MI (8.8
 DO9286'KM) SOUTHEAST OF PROVIDENCE, 5.0 MI (8.0 KM) NORTH-NORTHEAST OF
 DO9286'LAKELAND, IN SECTION 34, TOWNSHIP 27 SOUTH, RANGE 24 EAST.
 DO9286'
 DO9286'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND NORTH
 DO9286'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON NORTH COMBEE
 DO9286'ROAD (STATE ROAD 659) FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF TENOROC
 DO9286'MINE ROAD ON THE RIGHT.  TURN RIGHT ON TENOROC MINE ROAD AND GO EAST
 DO9286'FOR 0.9 MI (1.4 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ALLOY ROD
 DO9286'DRIVEN TO REFUSAL AT A DEPTH OF 16.4 FT (5.0 M) ENCASED IN A 4-INCH
 DO9286'(10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DO9286'AND 3.2 FT (1.0 M) BELOW THE LEVEL OF TENOROC MINE ROAD.
 DO9286'
 DO9286'LOCATED 27.6 FT (8.4 M) SOUTH OF THE CENTERLINE OF TENOROC MINE ROAD,
 DO9286'25.9 FT (7.9 M) WEST OF SURVEY MARK 24726 A, 12.2 FT (3.7 M) WEST OF
 DO9286'THE WELL HEAD, 1.7 FT (0.5 M) NORTH OF A BARB WIRE FENCE AND 1.6 FT
 DO9286'(0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DO9286'
 DO9286'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9290 ***********************************************************************
 DO9290  DESIGNATION -  24727 A
 DO9290  PID         -  DO9290
 DO9290  STATE/COUNTY-  FL/POLK
 DO9290  COUNTRY     -  US
 DO9290  USGS QUAD   -  LAKELAND (2018)
 DO9290
 DO9290                         *CURRENT SURVEY CONTROL
 DO9290  ______________________________________________________________________
 DO9290* NAD 83(1986) POSITION- 28 05 03.6    (N) 081 55 26.9    (W)   HD_HELD2
 DO9290* NAVD 88 ORTHO HEIGHT -    41.043 (meters)      134.66  (feet) ADJUSTED
 DO9290  ______________________________________________________________________
 DO9290  GEOID HEIGHT    -        -26.392 (meters)                     GEOID18
 DO9290  DYNAMIC HEIGHT  -         40.982 (meters)      134.46  (feet) COMP
 DO9290  MODELED GRAVITY -    979,161.3   (mgal)                       NAVD 88
 DO9290
 DO9290  VERT ORDER      -  SECOND    CLASS I
 DO9290
 DO9290.The horizontal coordinates were established by autonomous hand held GPS
 DO9290.observations and have an estimated accuracy of +/- 10 meters.
 DO9290
 DO9290.The orthometric height was determined by differential leveling and
 DO9290.adjusted by the NATIONAL GEODETIC SURVEY
 DO9290.in January 2014.
 DO9290
 DO9290.No vertical observational check was made to the station.
 DO9290
 DO9290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9290.GEOID18 height accuracy estimate available here.
 DO9290
 DO9290.Click photographs - Photos may exist for this station.
 DO9290
 DO9290.The dynamic height is computed by dividing the NAVD 88
 DO9290.geopotential number by the normal gravity value computed on the
 DO9290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9290.degrees latitude (g = 980.6199 gals.).
 DO9290
 DO9290.The modeled gravity was interpolated from observed gravity values.
 DO9290
 DO9290;                    North         East    Units  Estimated Accuracy
 DO9290;SPC FL W     -   415,557.      207,456.      MT  (+/- 10 meters HH2 GPS)
 DO9290
 DO9290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0920406889(NAD 83)
 DO9290
 DO9290                          SUPERSEDED SURVEY CONTROL
 DO9290
 DO9290.No superseded survey control is available for this station.
 DO9290
 DO9290_MARKER: DD = SURVEY DISK
 DO9290_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9290_STAMPING: 24727 A 2012
 DO9290_MARK LOGO: FLDEP
 DO9290_PROJECTION: RECESSED 8 CENTIMETERS
 DO9290_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9290+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2012
 DO9290_ROD/PIPE-DEPTH: 5.0 meters
 DO9290
 DO9290  HISTORY     - Date     Condition        Report By
 DO9290  HISTORY     - 20120809 MONUMENTED       FLDEP
 DO9290
 DO9290                          STATION DESCRIPTION
 DO9290
 DO9290'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9290'THE MARK IS ABOUT 8.2 MI (13.2 KM) SOUTHEAST OF SOCRUM, 5.6 MI (9.0
 DO9290'KM) SOUTH-SOUTHEAST OF PROVIDENCE, 3.5 MI (5.6 KM) NORTH-NORTHEAST OF
 DO9290'LAKELAND, IN SECTION 32, TOWNSHIP 27 SOUTH, RANGE 24 EAST.
 DO9290'
 DO9290'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND NORTH
 DO9290'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON NORTH COMBEE
 DO9290'ROAD FOR 2.75 MI (4.4 KM) TO THE JUNCTION OF CENTURION DRIVE ON THE
 DO9290'LEFT.  TURN LEFT ON CENTURION DRIVE AND GO WEST FOR 1.2 MI (1.9 KM) TO
 DO9290'THE JUNCTION OF LAKE PARKER DRIVE.  TURN RIGHT ON LAKE PARKER DRIVE
 DO9290'AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF ROAD FOR GATE 8 ON
 DO9290'THE LEFT AND THE MARK ON THE RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO
 DO9290'REFUSAL AT A DEPTH OF 16.3 FT (5.0 M) ENCASED IN A 4-INCH (10 CM) PVC
 DO9290'PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT
 DO9290'(15 CM) BELOW THE LEVEL OF LAKE PARKER DRIVE.
 DO9290'
 DO9290'LOCATED 40.0 FT (12.2 M) EAST OF THE APPROXIMATE CENTERLINE OF LAKE
 DO9290'PARKER DRIVE, 31.3 FT (9.5 M) NORTH-NORTHWEST OF SURVEY MARK 24727 B,
 DO9290'25.5 FT (7.8 M) SOUTH-SOUTHEAST OF THE APPROXIMATE EXTENDED CENTERLINE
 DO9290'OF GATE 8, 1.8 FT (0.5 M) WEST OF A CYCLONE FENCE AND 1.7 FT (0.5 M)
 DO9290'WEST OF A CARSONITE WITNESS POST.
 DO9290'
 DO9290'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9289 ***********************************************************************
 DO9289  DESIGNATION -  24727 B
 DO9289  PID         -  DO9289
 DO9289  STATE/COUNTY-  FL/POLK
 DO9289  COUNTRY     -  US
 DO9289  USGS QUAD   -  LAKELAND (2018)
 DO9289
 DO9289                         *CURRENT SURVEY CONTROL
 DO9289  ______________________________________________________________________
 DO9289* NAD 83(1986) POSITION- 28 05 03.4    (N) 081 55 26.6    (W)   HD_HELD2
 DO9289* NAVD 88 ORTHO HEIGHT -    41.032 (meters)      134.62  (feet) ADJUSTED
 DO9289  ______________________________________________________________________
 DO9289  GEOID HEIGHT    -        -26.392 (meters)                     GEOID18
 DO9289  DYNAMIC HEIGHT  -         40.971 (meters)      134.42  (feet) COMP
 DO9289  MODELED GRAVITY -    979,161.3   (mgal)                       NAVD 88
 DO9289
 DO9289  VERT ORDER      -  SECOND    CLASS I
 DO9289
 DO9289.The horizontal coordinates were established by autonomous hand held GPS
 DO9289.observations and have an estimated accuracy of +/- 10 meters.
 DO9289
 DO9289.The orthometric height was determined by differential leveling and
 DO9289.adjusted by the NATIONAL GEODETIC SURVEY
 DO9289.in January 2014.
 DO9289
 DO9289.No vertical observational check was made to the station.
 DO9289
 DO9289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9289.GEOID18 height accuracy estimate available here.
 DO9289
 DO9289.Click photographs - Photos may exist for this station.
 DO9289
 DO9289.The dynamic height is computed by dividing the NAVD 88
 DO9289.geopotential number by the normal gravity value computed on the
 DO9289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9289.degrees latitude (g = 980.6199 gals.).
 DO9289
 DO9289.The modeled gravity was interpolated from observed gravity values.
 DO9289
 DO9289;                    North         East    Units  Estimated Accuracy
 DO9289;SPC FL W     -   415,550.      207,464.      MT  (+/- 10 meters HH2 GPS)
 DO9289
 DO9289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0921306882(NAD 83)
 DO9289
 DO9289                          SUPERSEDED SURVEY CONTROL
 DO9289
 DO9289.No superseded survey control is available for this station.
 DO9289
 DO9289_MARKER: DD = SURVEY DISK
 DO9289_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9289_STAMPING: 24727 B 2012
 DO9289_MARK LOGO: FLDEP
 DO9289_PROJECTION: RECESSED 8 CENTIMETERS
 DO9289_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9289_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9289+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2012
 DO9289_ROD/PIPE-DEPTH: 3.3 meters
 DO9289
 DO9289  HISTORY     - Date     Condition        Report By
 DO9289  HISTORY     - 20120809 MONUMENTED       FLDEP
 DO9289
 DO9289                          STATION DESCRIPTION
 DO9289
 DO9289'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9289'THE MARK IS ABOUT 8.2 MI (13.2 KM) SOUTHEAST OF SOCRUM, 5.6 MI (9.0
 DO9289'KM) SOUTH-SOUTHEAST OF PROVIDENCE, 3.5 MI (5.6 KM) NORTH-NORTHEAST OF
 DO9289'LAKELAND, IN SECTION 32, TOWNSHIP 27 SOUTH, RANGE 24 EAST.
 DO9289'
 DO9289'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND NORTH
 DO9289'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON NORTH COMBEE
 DO9289'ROAD FOR 2.75 MI (4.4 KM) TO THE JUNCTION OF CENTURION DRIVE ON THE
 DO9289'LEFT.  TURN LEFT ON CENTURION DRIVE AND GO WEST FOR 1.2 MI (1.9 KM) TO
 DO9289'THE JUNCTION OF LAKE PARKER DRIVE.  TURN RIGHT ON LAKE PARKER DRIVE
 DO9289'AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A ROAD FOR GATE 8
 DO9289'ON THE LEFT AND THE MARK ON THE RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO
 DO9289'REFUSAL AT A DEPTH OF 10.7 FT (3.3 M) ENCASED IN A 4-INCH (10 CM) PVC
 DO9289'PIPE, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL
 DO9289'WITH LAKE PARKER DRIVE.
 DO9289'
 DO9289'LOCATED 56.8 FT (17.3 M) SOUTH-SOUTHEAST OF THE APPROXIMATE EXTENDED
 DO9289'CENTERLINE OF GATE 8, 40.2 FT (12.3 M) EAST OF THE APPROXIMATE
 DO9289'CENTERLINE OF LAKE PARKER DRIVE, 31.3 FT (9.5 M) SOUTH-SOUTHEAST OF
 DO9289'SURVEY MARK 24727 A, 1.8 FT (0.5 M) WEST OF A CYCLONE FENCE AND 1.7 FT
 DO9289'(0.5 M) WEST OF A CARSONITE WITNESS POST.
 DO9289'
 DO9289'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9133 ***********************************************************************
 DO9133  DESIGNATION -  24734 A
 DO9133  PID         -  DO9133
 DO9133  STATE/COUNTY-  FL/POLK
 DO9133  COUNTRY     -  US
 DO9133  USGS QUAD   -  ELOISE (2018)
 DO9133
 DO9133                         *CURRENT SURVEY CONTROL
 DO9133  ______________________________________________________________________
 DO9133* NAD 83(1986) POSITION- 27 55 30.4    (N) 081 43 35.4    (W)   HD_HELD2
 DO9133* NAVD 88 ORTHO HEIGHT -    33.943 (meters)      111.36  (feet) ADJUSTED
 DO9133  ______________________________________________________________________
 DO9133  GEOID HEIGHT    -        -26.291 (meters)                     GEOID18
 DO9133  DYNAMIC HEIGHT  -         33.892 (meters)      111.19  (feet) COMP
 DO9133  MODELED GRAVITY -    979,160.7   (mgal)                       NAVD 88
 DO9133
 DO9133  VERT ORDER      -  FIRST     CLASS II
 DO9133
 DO9133.The horizontal coordinates were established by autonomous hand held GPS
 DO9133.observations and have an estimated accuracy of +/- 10 meters.
 DO9133
 DO9133.The orthometric height was determined by differential leveling and
 DO9133.adjusted by the NATIONAL GEODETIC SURVEY
 DO9133.in December 2013.
 DO9133
 DO9133.No vertical observational check was made to the station.
 DO9133
 DO9133.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9133.GEOID18 height accuracy estimate available here.
 DO9133
 DO9133.Click photographs - Photos may exist for this station.
 DO9133
 DO9133.The dynamic height is computed by dividing the NAVD 88
 DO9133.geopotential number by the normal gravity value computed on the
 DO9133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9133.degrees latitude (g = 980.6199 gals.).
 DO9133
 DO9133.The modeled gravity was interpolated from observed gravity values.
 DO9133
 DO9133;                    North         East    Units  Estimated Accuracy
 DO9133;SPC FL W     -   397,940.      226,919.      MT  (+/- 10 meters HH2 GPS)
 DO9133
 DO9133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2851889118(NAD 83)
 DO9133
 DO9133                          SUPERSEDED SURVEY CONTROL
 DO9133
 DO9133.No superseded survey control is available for this station.
 DO9133
 DO9133_MARKER: DD = SURVEY DISK
 DO9133_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO9133_SP_SET: BRIDGE WINGWALL
 DO9133_STAMPING: 24734 A
 DO9133_MARK LOGO: FLSRD
 DO9133_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9133+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2012
 DO9133
 DO9133  HISTORY     - Date     Condition        Report By
 DO9133  HISTORY     - UNK      MONUMENTED       FLSRD
 DO9133  HISTORY     - 20121003 GOOD             FLDEP
 DO9133
 DO9133                          STATION DESCRIPTION
 DO9133
 DO9133'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9133'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTH OF WINTER HAVEN, 4.8 MI (7.7
 DO9133'KM) SOUTH OF ELOISE, 3.7 MI (6.0 KM) NORTH OF ALTURAS, IN SECTION 29,
 DO9133'TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO9133'
 DO9133'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, STATE
 DO9133'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE ON THE EAST
 DO9133'SIDE OF BARTOW, GO EAST ON FLAMINGO DRIVE FOR 0.6 MI (1.0 KM) TO THE
 DO9133'JUNCTION OF STATE ROAD 60 ON THE RIGHT.  TURN RIGHT ON STATE ROAD 60
 DO9133'AND GO EAST FOR 5.35 MI (8.6 KM) TO THE JUNCTION OF SOUTH RIFLE RANGE
 DO9133'ROAD ON THE LEFT.  TURN LEFT ON SOUTH RIFLE RANGE ROAD AND GO NORTH
 DO9133'FOR 0.6 MI (1.0 KM) TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A
 DO9133'CONCRETE BRIDGE WING WALL ON THE NORTHWEST CORNER OF THE BRIDGE AND
 DO9133'0.7 FT (21 CM) ABOVE THE LEVEL OF SOUTH RIFLE RANGE ROAD.
 DO9133'
 DO9133'LOCATED 118.2 FT (36.0 M) NORTH OF SURVEY MARK 24734 B, 77.2 FT (23.5
 DO9133'M) NORTH OF THE WATER MONITORING WELL, 17.8 FT (5.4 M) WEST OF THE
 DO9133'APPROXIMATE CENTERLINE OF SOUTH RIFLE RANGE ROAD AND 4.0 FT (1.2 M)
 DO9133'WEST OF THE EDGE OF THE PAVEMENT OF SOUTH RIFLE RANGE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9132 ***********************************************************************
 DO9132  DESIGNATION -  24734 B
 DO9132  PID         -  DO9132
 DO9132  STATE/COUNTY-  FL/POLK
 DO9132  COUNTRY     -  US
 DO9132  USGS QUAD   -  ELOISE (2018)
 DO9132
 DO9132                         *CURRENT SURVEY CONTROL
 DO9132  ______________________________________________________________________
 DO9132* NAD 83(1986) POSITION- 27 55 29.5    (N) 081 43 34.7    (W)   HD_HELD2
 DO9132* NAVD 88 ORTHO HEIGHT -    33.935 (meters)      111.34  (feet) ADJUSTED
 DO9132  ______________________________________________________________________
 DO9132  GEOID HEIGHT    -        -26.291 (meters)                     GEOID18
 DO9132  DYNAMIC HEIGHT  -         33.885 (meters)      111.17  (feet) COMP
 DO9132  MODELED GRAVITY -    979,160.7   (mgal)                       NAVD 88
 DO9132
 DO9132  VERT ORDER      -  FIRST     CLASS II
 DO9132
 DO9132.The horizontal coordinates were established by autonomous hand held GPS
 DO9132.observations and have an estimated accuracy of +/- 10 meters.
 DO9132
 DO9132.The orthometric height was determined by differential leveling and
 DO9132.adjusted by the NATIONAL GEODETIC SURVEY
 DO9132.in December 2013.
 DO9132
 DO9132.No vertical observational check was made to the station.
 DO9132
 DO9132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9132.GEOID18 height accuracy estimate available here.
 DO9132
 DO9132.Click photographs - Photos may exist for this station.
 DO9132
 DO9132.The dynamic height is computed by dividing the NAVD 88
 DO9132.geopotential number by the normal gravity value computed on the
 DO9132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9132.degrees latitude (g = 980.6199 gals.).
 DO9132
 DO9132.The modeled gravity was interpolated from observed gravity values.
 DO9132
 DO9132;                    North         East    Units  Estimated Accuracy
 DO9132;SPC FL W     -   397,913.      226,938.      MT  (+/- 10 meters HH2 GPS)
 DO9132
 DO9132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2853789091(NAD 83)
 DO9132
 DO9132                          SUPERSEDED SURVEY CONTROL
 DO9132
 DO9132.No superseded survey control is available for this station.
 DO9132
 DO9132_MARKER: DD = SURVEY DISK
 DO9132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO9132_SP_SET: BRIDGE WINGWALL
 DO9132_STAMPING: 24734 B
 DO9132_MARK LOGO: FLSRD
 DO9132_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9132+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2012
 DO9132
 DO9132  HISTORY     - Date     Condition        Report By
 DO9132  HISTORY     - UNK      MONUMENTED       FLSRD
 DO9132  HISTORY     - 20120927 GOOD             FLDEP
 DO9132
 DO9132                          STATION DESCRIPTION
 DO9132
 DO9132'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9132'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTH OF WINTER HAVEN, 4.8 MI (7.7
 DO9132'KM) SOUTH OF ELOISE, 3.7 MI (6.0 KM) NORTH OF ALTURAS, IN SECTION 28,
 DO9132'TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO9132'
 DO9132'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, STATE
 DO9132'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE ON THE EAST
 DO9132'SIDE OF BARTOW, GO EAST ON FLAMINGO DRIVE FOR 0.6 MI (1.0 KM) TO THE
 DO9132'JUNCTION OF STATE ROAD 60 ON THE RIGHT.  TURN RIGHT ON STATE ROAD 60
 DO9132'AND GO EAST FOR 5.35 MI (8.6 KM) TO THE JUNCTION OF SOUTH RIFLE RANGE
 DO9132'ROAD ON THE LEFT.  TURN LEFT ON SOUTH RIFLE RANGE ROAD AND GO NORTH
 DO9132'FOR 0.6 MI (1.0 KM) TO THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF
 DO9132'A CONCRETE BRIDGE WING WALL ON THE SOUTHEAST CORNER OF THE BRIDGE.
 DO9132'
 DO9132'LOCATED 118.2 FT (36.0 M) SOUTHEAST OF SURVEY MARK 24734 A, 43.7 FT
 DO9132'(13.3 M) SOUTH OF THE WATER MENTORING WELL, 18.3 FT (5.6 M) EAST OF
 DO9132'THE APPROXIMATE CENTERLINE OF SOUTH RIFLE RANGE ROAD AND 4.8 FT (1.5
 DO9132'M) EAST OF THE EDGE OF THE PAVEMENT OF SOUTH RIFLE RANGE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8995 ***********************************************************************
 DO8995  DESIGNATION -  24736 A
 DO8995  PID         -  DO8995
 DO8995  STATE/COUNTY-  FL/POLK
 DO8995  COUNTRY     -  US
 DO8995  USGS QUAD   -  ELOISE (2018)
 DO8995
 DO8995                         *CURRENT SURVEY CONTROL
 DO8995  ______________________________________________________________________
 DO8995* NAD 83(1986) POSITION- 27 57 19.2    (N) 081 39 48.0    (W)   HD_HELD2
 DO8995* NAVD 88 ORTHO HEIGHT -    37.434 (meters)      122.81  (feet) ADJUSTED
 DO8995  ______________________________________________________________________
 DO8995  GEOID HEIGHT    -        -26.527 (meters)                     GEOID18
 DO8995  DYNAMIC HEIGHT  -         37.378 (meters)      122.63  (feet) COMP
 DO8995  MODELED GRAVITY -    979,157.0   (mgal)                       NAVD 88
 DO8995
 DO8995  VERT ORDER      -  FIRST     CLASS II
 DO8995
 DO8995.The horizontal coordinates were established by autonomous hand held GPS
 DO8995.observations and have an estimated accuracy of +/- 10 meters.
 DO8995
 DO8995.The orthometric height was determined by differential leveling and
 DO8995.adjusted by the NATIONAL GEODETIC SURVEY
 DO8995.in December 2013.
 DO8995
 DO8995.No vertical observational check was made to the station.
 DO8995
 DO8995.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8995.GEOID18 height accuracy estimate available here.
 DO8995
 DO8995.Click photographs - Photos may exist for this station.
 DO8995
 DO8995.The dynamic height is computed by dividing the NAVD 88
 DO8995.geopotential number by the normal gravity value computed on the
 DO8995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8995.degrees latitude (g = 980.6199 gals.).
 DO8995
 DO8995.The modeled gravity was interpolated from observed gravity values.
 DO8995
 DO8995;                    North         East    Units  Estimated Accuracy
 DO8995;SPC FL W     -   401,305.      233,127.      MT  (+/- 10 meters HH2 GPS)
 DO8995
 DO8995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3475192431(NAD 83)
 DO8995
 DO8995                          SUPERSEDED SURVEY CONTROL
 DO8995
 DO8995.No superseded survey control is available for this station.
 DO8995
 DO8995_MARKER: DD = SURVEY DISK
 DO8995_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8995_STAMPING: 24736 A 2012
 DO8995_MARK LOGO: SWFWMD
 DO8995_PROJECTION: RECESSED 3 CENTIMETERS
 DO8995_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8995_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8995+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2012
 DO8995_ROD/PIPE-DEPTH: 4.0 meters
 DO8995
 DO8995  HISTORY     - Date     Condition        Report By
 DO8995  HISTORY     - 20121117 MONUMENTED       FLDEP
 DO8995
 DO8995                          STATION DESCRIPTION
 DO8995
 DO8995'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8995'THE MARK IS ABOUT 5.3 MI (8.5 KM) SOUTHWEST OF DUNDEE, 5.0 MI (8.0 KM)
 DO8995'SOUTHEAST OF WINTER HAVEN, 4.1 MI (6.6 KM) EAST-SOUTHEAST OF ELOISE,
 DO8995'IN SECTION 13, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO8995'
 DO8995'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO8995'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 6.0 MI (9.7 KM) SOUTHEAST
 DO8995'OF WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.6 MI (2.6 KM) TO
 DO8995'THE INTERSECTION OF THOMPSON NURSERY ROAD ON THE RIGHT AND CHALET
 DO8995'SUZANNE ROAD ON THE LEFT.  TURN RIGHT ON THOMPSON NURSERY ROAD AND GO
 DO8995'WEST FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF OLSEN ROAD ON THE LEFT.
 DO8995'TURN LEFT ON OLSEN ROAD AND GO SOUTH FOR 0.4 MI (0.6 KM) TO THE
 DO8995'DRIVEWAY AT 803 OLSEN ROAD.  TURN RIGHT ON THE DRIVEWAY AND GO WEST
 DO8995'FOR 0.15 MI (0.2 KM) TO THE OLSEN RESIDENTS, AT THAT POINT GO NORTH
 DO8995'AND NORTHWEST FOR ABOUT 400.0 FT (121.9 M) TO A STAFF GAUGE AND THE
 DO8995'MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 13.1 FT (4.0 M)
 DO8995'WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC
 DO8995'PIPE, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND.
 DO8995'
 DO8995'LOCATED 225.6 FT (68.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DO8995'DRIVEWAY, 195.7 FT (59.6 M) SOUTHEAST OF THE STAFF GAUGE, 153.0 FT
 DO8995'(46.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN DOCK, 95.8 FT
 DO8995'(29.2 M) SOUTHEAST OF SURVEY MARK 24736 B, 3.7 FT (1.1 M) EAST OF THE
 DO8995'APPROXIMATE CENTERLINE OF A DIRT PATH AND 1.7 FT (0.5 M) WEST OF A
 DO8995'CARSONITE WITNESS POST.
 DO8995'
 DO8995'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8995'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8996 ***********************************************************************
 DO8996  DESIGNATION -  24736 B
 DO8996  PID         -  DO8996
 DO8996  STATE/COUNTY-  FL/POLK
 DO8996  COUNTRY     -  US
 DO8996  USGS QUAD   -  ELOISE (2018)
 DO8996
 DO8996                         *CURRENT SURVEY CONTROL
 DO8996  ______________________________________________________________________
 DO8996* NAD 83(1986) POSITION- 27 57 20.1    (N) 081 39 48.5    (W)   HD_HELD2
 DO8996* NAVD 88 ORTHO HEIGHT -    37.629 (meters)      123.45  (feet) ADJUSTED
 DO8996  ______________________________________________________________________
 DO8996  GEOID HEIGHT    -        -26.527 (meters)                     GEOID18
 DO8996  DYNAMIC HEIGHT  -         37.573 (meters)      123.27  (feet) COMP
 DO8996  MODELED GRAVITY -    979,157.0   (mgal)                       NAVD 88
 DO8996
 DO8996  VERT ORDER      -  FIRST     CLASS II
 DO8996
 DO8996.The horizontal coordinates were established by autonomous hand held GPS
 DO8996.observations and have an estimated accuracy of +/- 10 meters.
 DO8996
 DO8996.The orthometric height was determined by differential leveling and
 DO8996.adjusted by the NATIONAL GEODETIC SURVEY
 DO8996.in December 2013.
 DO8996
 DO8996.No vertical observational check was made to the station.
 DO8996
 DO8996.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8996.GEOID18 height accuracy estimate available here.
 DO8996
 DO8996.Click photographs - Photos may exist for this station.
 DO8996
 DO8996.The dynamic height is computed by dividing the NAVD 88
 DO8996.geopotential number by the normal gravity value computed on the
 DO8996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8996.degrees latitude (g = 980.6199 gals.).
 DO8996
 DO8996.The modeled gravity was interpolated from observed gravity values.
 DO8996
 DO8996;                    North         East    Units  Estimated Accuracy
 DO8996;SPC FL W     -   401,333.      233,113.      MT  (+/- 10 meters HH2 GPS)
 DO8996
 DO8996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3473892459(NAD 83)
 DO8996
 DO8996                          SUPERSEDED SURVEY CONTROL
 DO8996
 DO8996.No superseded survey control is available for this station.
 DO8996
 DO8996_MARKER: DD = SURVEY DISK
 DO8996_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8996_STAMPING: 24736 B 2012
 DO8996_MARK LOGO: SWFWMD
 DO8996_PROJECTION: RECESSED 3 CENTIMETERS
 DO8996_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8996_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8996+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2012
 DO8996_ROD/PIPE-DEPTH: 24.4 meters
 DO8996
 DO8996  HISTORY     - Date     Condition        Report By
 DO8996  HISTORY     - 20121117 MONUMENTED       FLDEP
 DO8996
 DO8996                          STATION DESCRIPTION
 DO8996
 DO8996'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8996'THE MARK IS ABOUT 5.3 MI (8.5 KM) SOUTHWEST OF DUNDEE, 5.0 MI (8.0 KM)
 DO8996'SOUTHEAST OF WINTER HAVEN, 4.1 MI (6.6 KM) EAST-SOUTHEAST OF ELOISE,
 DO8996'IN SECTION 13, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO8996'
 DO8996'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO8996'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 6.0 MI (9.7 KM) SOUTHEAST
 DO8996'OF WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.6 MI (2.6 KM) TO
 DO8996'THE INTERSECTION OF THOMPSON NURSERY ROAD ON THE RIGHT AND CHALET
 DO8996'SUZANNE ROAD ON THE LEFT.  TURN RIGHT ON THOMPSON NURSERY ROAD AND GO
 DO8996'WEST FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF OLSEN ROAD ON THE LEFT.
 DO8996'TURN LEFT ON OLSEN ROAD AND GO SOUTH FOR 0.4 MI (0.6 KM) TO THE
 DO8996'DRIVEWAY AT 803 OLSEN ROAD.  TURN RIGHT ON THE DRIVEWAY AND GO WEST
 DO8996'FOR 0.15 MI (0.2 KM) TO THE OLSEN RESIDENTS, AT THAT POINT GO NORTH
 DO8996'AND NORTHWEST FOR ABOUT 400.0 FT (121.9 M) TO A STAFF GAUGE AND THE
 DO8996'MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M)
 DO8996'WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC
 DO8996'PIPE, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND.
 DO8996'
 DO8996'LOCATED 119.2 FT (36.3 M) SOUTHEAST OF THE STAFF GAUGE, 95.8 FT (29.2
 DO8996'M) NORTHWEST OF SURVEY MARK 24736, 82.5 EAST-SOUTHEAST OF THE
 DO8996'SOUTHEAST CORNER OF A WOODEN DOCK, 16.4 FT (5.0 M) EAST OF THE
 DO8996'APPROXIMATE CENTERLINE OF A CUT DITCH AND 2.1 FT (0.6 M) NORTHWEST OF
 DO8996'A CARSONITE WITNESS POST.
 DO8996'
 DO8996'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8996'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8988 ***********************************************************************
 DO8988  DESIGNATION -  24741 A
 DO8988  PID         -  DO8988
 DO8988  STATE/COUNTY-  FL/POLK
 DO8988  COUNTRY     -  US
 DO8988  USGS QUAD   -  ELOISE (2018)
 DO8988
 DO8988                         *CURRENT SURVEY CONTROL
 DO8988  ______________________________________________________________________
 DO8988* NAD 83(1986) POSITION- 27 57 56.6    (N) 081 41 41.9    (W)   HD_HELD2
 DO8988* NAVD 88 ORTHO HEIGHT -    41.616 (meters)      136.54  (feet) ADJUSTED
 DO8988  ______________________________________________________________________
 DO8988  GEOID HEIGHT    -        -26.492 (meters)                     GEOID18
 DO8988  DYNAMIC HEIGHT  -         41.554 (meters)      136.33  (feet) COMP
 DO8988  MODELED GRAVITY -    979,158.3   (mgal)                       NAVD 88
 DO8988
 DO8988  VERT ORDER      -  FIRST     CLASS II
 DO8988
 DO8988.The horizontal coordinates were established by autonomous hand held GPS
 DO8988.observations and have an estimated accuracy of +/- 10 meters.
 DO8988
 DO8988.The orthometric height was determined by differential leveling and
 DO8988.adjusted by the NATIONAL GEODETIC SURVEY
 DO8988.in December 2013.
 DO8988
 DO8988.No vertical observational check was made to the station.
 DO8988
 DO8988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8988.GEOID18 height accuracy estimate available here.
 DO8988
 DO8988.Click photographs - Photos may exist for this station.
 DO8988
 DO8988.The dynamic height is computed by dividing the NAVD 88
 DO8988.geopotential number by the normal gravity value computed on the
 DO8988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8988.degrees latitude (g = 980.6199 gals.).
 DO8988
 DO8988.The modeled gravity was interpolated from observed gravity values.
 DO8988
 DO8988;                    North         East    Units  Estimated Accuracy
 DO8988;SPC FL W     -   402,448.      230,011.      MT  (+/- 10 meters HH2 GPS)
 DO8988
 DO8988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3164693599(NAD 83)
 DO8988
 DO8988                          SUPERSEDED SURVEY CONTROL
 DO8988
 DO8988.No superseded survey control is available for this station.
 DO8988
 DO8988_MARKER: DD = SURVEY DISK
 DO8988_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8988_STAMPING: 24741 A 2012
 DO8988_MARK LOGO: SWFWMD
 DO8988_PROJECTION: RECESSED 3 CENTIMETERS
 DO8988_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8988+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2012
 DO8988_ROD/PIPE-DEPTH: 21.9 meters
 DO8988
 DO8988  HISTORY     - Date     Condition        Report By
 DO8988  HISTORY     - 20121117 MONUMENTED       FLDEP
 DO8988
 DO8988                          STATION DESCRIPTION
 DO8988
 DO8988'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8988'THE MARK IS ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF DUNDEE, 4.5 MI (7.2 KM)
 DO8988'SOUTH-SOUTHEAST OF WINTER HAVEN, 3.3 MI (5.3 KM) SOUTHEAST OF ELOISE,
 DO8988'IN SECTION 15, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO8988'
 DO8988'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO8988'ROAD 540 (CYPRESS GARDENS BOULEVARD) IN WINTER HAVEN, GO EAST ON STATE
 DO8988'ROAD 540 (CYPRESS GARDENS BOULEVARD) FOR 3.7 MI (6.0 KM) TO THE
 DO8988'JUNCTION OF HELENA ROAD ON THE RIGHT.  TURN RIGHT ON HELENA ROAD AND
 DO8988'GO SOUTH FOR 1.45 MI (2.3 KM) TO THE JUNCTION OF COUNTY ROAD 540A
 DO8988'(ELOISE LOOP ROAD) ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD 540A
 DO8988'(ELOISE LOOP ROAD) AND GO WEST FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF
 DO8988'ORANGE MANOR DRIVE ON THE LEFT.  TURN LEFT ON ORANGE MANOR DRIVE AND
 DO8988'GO SOUTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF MURCOTT DRIVE ON THE
 DO8988'LEFT.  TURN LEFT ON MURCOTT DRIVE AND GO EAST FOR 0.5 MI (0.8 KM) TO
 DO8988'THE END OF THE ROAD AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DO8988'A DEPTH OF 72.0 FT (21.9 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED
 DO8988'IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL
 DO8988'OF THE GROUND AND 0.3 FT (9 CM) BELOW THE LEVEL OF MURCOTT DRIVE.
 DO8988'
 DO8988'LOCATED 123.5 FT (37.6 M) NORTHEAST OF SURVEY MARK 24741 B, 73.8 FT
 DO8988'(22.5 M) NORTH OF A STAFF GAGE, 49.0 FT (14.9 M) NORTH-NORTHEAST OF
 DO8988'THE NORTHWEST CORNER OF A WOODEN DOCK, 38.5 FT (11.7 M) NORTHEAST OF
 DO8988'THE APPROXIMATE CENTERLINE OF THE CONCRETE BOAT RAMP, 3.8 FT (1.2 M)
 DO8988'SOUTH OF A CARSONITE WITNESS POST AND 3.4 FT (1.0 M) SOUTH OF POWER
 DO8988'POLE NUMBER 333726.
 DO8988'
 DO8988'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8988'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8989 ***********************************************************************
 DO8989  DESIGNATION -  24741 B
 DO8989  PID         -  DO8989
 DO8989  STATE/COUNTY-  FL/POLK
 DO8989  COUNTRY     -  US
 DO8989  USGS QUAD   -  ELOISE (2018)
 DO8989
 DO8989                         *CURRENT SURVEY CONTROL
 DO8989  ______________________________________________________________________
 DO8989* NAD 83(1986) POSITION- 27 57 55.7    (N) 081 41 42.9    (W)   HD_HELD2
 DO8989* NAVD 88 ORTHO HEIGHT -    41.369 (meters)      135.72  (feet) ADJUSTED
 DO8989  ______________________________________________________________________
 DO8989  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 DO8989  DYNAMIC HEIGHT  -         41.308 (meters)      135.52  (feet) COMP
 DO8989  MODELED GRAVITY -    979,158.3   (mgal)                       NAVD 88
 DO8989
 DO8989  VERT ORDER      -  FIRST     CLASS II
 DO8989
 DO8989.The horizontal coordinates were established by autonomous hand held GPS
 DO8989.observations and have an estimated accuracy of +/- 10 meters.
 DO8989
 DO8989.The orthometric height was determined by differential leveling and
 DO8989.adjusted by the NATIONAL GEODETIC SURVEY
 DO8989.in December 2013.
 DO8989
 DO8989.No vertical observational check was made to the station.
 DO8989
 DO8989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8989.GEOID18 height accuracy estimate available here.
 DO8989
 DO8989.Click photographs - Photos may exist for this station.
 DO8989
 DO8989.The dynamic height is computed by dividing the NAVD 88
 DO8989.geopotential number by the normal gravity value computed on the
 DO8989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8989.degrees latitude (g = 980.6199 gals.).
 DO8989
 DO8989.The modeled gravity was interpolated from observed gravity values.
 DO8989
 DO8989;                    North         East    Units  Estimated Accuracy
 DO8989;SPC FL W     -   402,420.      229,984.      MT  (+/- 10 meters HH2 GPS)
 DO8989
 DO8989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3161893572(NAD 83)
 DO8989
 DO8989                          SUPERSEDED SURVEY CONTROL
 DO8989
 DO8989.No superseded survey control is available for this station.
 DO8989
 DO8989_MARKER: DD = SURVEY DISK
 DO8989_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8989_STAMPING: 24741 B 2012
 DO8989_MARK LOGO: SWFWMD
 DO8989_PROJECTION: RECESSED 3 CENTIMETERS
 DO8989_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8989+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2012
 DO8989_ROD/PIPE-DEPTH: 24.4 meters
 DO8989
 DO8989  HISTORY     - Date     Condition        Report By
 DO8989  HISTORY     - 20121117 MONUMENTED       FLDEP
 DO8989
 DO8989                          STATION DESCRIPTION
 DO8989
 DO8989'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8989'THE MARK IS ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF DUNDEE, 4.5 MI (7.2 KM)
 DO8989'SOUTH-SOUTHEAST OF WINTER HAVEN, 3.3 MI (5.3 KM) SOUTHEAST OF ELOISE,
 DO8989'IN SECTION 15, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO8989'
 DO8989'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO8989'ROAD 540 (CYPRESS GARDENS BOULEVARD) IN WINTER HAVEN, GO EAST ON STATE
 DO8989'ROAD 540 (CYPRESS GARDENS BOULEVARD) FOR 3.7 MI (6.0 KM) TO THE
 DO8989'JUNCTION OF HELENA ROAD ON THE RIGHT.  TURN RIGHT ON HELENA ROAD AND
 DO8989'GO SOUTH FOR 1.45 MI (2.3 KM) TO THE JUNCTION OF COUNTY ROAD 540A
 DO8989'(ELOISE LOOP ROAD) ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD 540A
 DO8989'(ELOISE LOOP ROAD) AND GO WEST FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF
 DO8989'ORANGE MANOR DRIVE ON THE LEFT.  TURN LEFT ON ORANGE MANOR DRIVE AND
 DO8989'GO SOUTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF MURCOTT DRIVE ON THE
 DO8989'LEFT.  TURN LEFT ON MURCOTT DRIVE AND GO EAST FOR 0.5 MI (0.8 KM) TO
 DO8989'THE END OF THE ROAD AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DO8989'A DEPTH OF 80.0 FT (24.4 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED
 DO8989'IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL
 DO8989'OF THE GROUND AND 1.2 FT (0.4 M) BELOW THE LEVEL OF A ASPHALT BIKE
 DO8989'TRAIL.
 DO8989'
 DO8989'LOCATED 123.5 SOUTHWEST OF SURVEY MARK 24741 A, 94.8 FT (28.9 M) WEST
 DO8989'OF A STAFF GAGE, 27.4 FT (8.4 M) EAST-SOUTHEAST OF POWER POLE NUMBER
 DO8989'333727, 17.0 FT (5.2 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 DO8989'ASPHALT BIKE TRAIL, 3.0 FT (0.9 M) SOUTHEAST OF A 9-INCH (23 CM)
 DO8989'DIAMETER PALM TREE AND 2.4 FT (0.7 M) SOUTHEAST OF A CARSONITE WITNESS
 DO8989'POST.
 DO8989'
 DO8989'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8989'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8992 ***********************************************************************
 DO8992  DESIGNATION -  24743 A
 DO8992  PID         -  DO8992
 DO8992  STATE/COUNTY-  FL/POLK
 DO8992  COUNTRY     -  US
 DO8992  USGS QUAD   -  ELOISE (2018)
 DO8992
 DO8992                         *CURRENT SURVEY CONTROL
 DO8992  ______________________________________________________________________
 DO8992* NAD 83(1986) POSITION- 27 56 59.8    (N) 081 40 23.9    (W)   HD_HELD2
 DO8992* NAVD 88 ORTHO HEIGHT -    38.311 (meters)      125.69  (feet) ADJUSTED
 DO8992  ______________________________________________________________________
 DO8992  GEOID HEIGHT    -        -26.487 (meters)                     GEOID18
 DO8992  DYNAMIC HEIGHT  -         38.254 (meters)      125.51  (feet) COMP
 DO8992  MODELED GRAVITY -    979,157.4   (mgal)                       NAVD 88
 DO8992
 DO8992  VERT ORDER      -  FIRST     CLASS II
 DO8992
 DO8992.The horizontal coordinates were established by autonomous hand held GPS
 DO8992.observations and have an estimated accuracy of +/- 10 meters.
 DO8992
 DO8992.The orthometric height was determined by differential leveling and
 DO8992.adjusted by the NATIONAL GEODETIC SURVEY
 DO8992.in December 2013.
 DO8992
 DO8992.No vertical observational check was made to the station.
 DO8992
 DO8992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8992.GEOID18 height accuracy estimate available here.
 DO8992
 DO8992.Click photographs - Photos may exist for this station.
 DO8992
 DO8992.The dynamic height is computed by dividing the NAVD 88
 DO8992.geopotential number by the normal gravity value computed on the
 DO8992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8992.degrees latitude (g = 980.6199 gals.).
 DO8992
 DO8992.The modeled gravity was interpolated from observed gravity values.
 DO8992
 DO8992;                    North         East    Units  Estimated Accuracy
 DO8992;SPC FL W     -   400,705.      232,147.      MT  (+/- 10 meters HH2 GPS)
 DO8992
 DO8992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3376791839(NAD 83)
 DO8992
 DO8992                          SUPERSEDED SURVEY CONTROL
 DO8992
 DO8992.No superseded survey control is available for this station.
 DO8992
 DO8992_MARKER: DD = SURVEY DISK
 DO8992_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO8992+WITH SETTING: INFORMATION.
 DO8992_STAMPING: 24743 A 2012
 DO8992_MARK LOGO: SWFWMD
 DO8992_PROJECTION: RECESSED 3 CENTIMETERS
 DO8992_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8992+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2012
 DO8992_ROD/PIPE-DEPTH: 2.5 meters
 DO8992
 DO8992  HISTORY     - Date     Condition        Report By
 DO8992  HISTORY     - 20121117 MONUMENTED       FLDEP
 DO8992
 DO8992                          STATION DESCRIPTION
 DO8992
 DO8992'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8992'THE MARK IS ABOUT 6.0 MI (9.7 KM) NORTH-NORTHEAST OF ALTURAS, 6.0 MI
 DO8992'(9.7 KM) SOUTH-SOUTHWEST OF DUNDEE, 5.0 MI (8.0 KM) SOUTHEAST OF
 DO8992'ELOISE, IN SECTION 24, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO8992'
 DO8992'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO8992'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 6.0 MI (9.7 KM) SOUTHEAST
 DO8992'OF WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.6 MI (2.6 KM) TO
 DO8992'THE INTERSECTION OF THOMPSON NURSERY ROAD ON THE RIGHT AND CHALET
 DO8992'SUZANNE ROAD ON THE LEFT.  TURN RIGHT ON THOMPSON NURSERY ROAD AND GO
 DO8992'WEST FOR 2.9 MI (4.7 KM) TO THE INTERSECTION OF LAKE RUBY DRIVE
 DO8992'WEST ON THE RIGHT.  CONTINUE WEST ON COUNTY ROAD 540A
 DO8992'(ELOISE LOOP ROAD) FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF STATE
 DO8992'ROAD 653 ON THE LEFT.  TURN LEFT ON STATE ROAD 653 AND GO SOUTH
 DO8992'FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF HART LAKE BOULEVARD ON THE
 DO8992'LEFT.  TURN LEFT ON HART LAKE BOULEVARD AND GO EAST FOR 0.05 MI (0.1
 DO8992'KM) TO THE T-JUNCTION OF HART LAKE DRIVE.  TURN RIGHT ON HART LAKE
 DO8992'DRIVE AND GO SOUTH FOR 0.3 MI (0.5 KM) THE END OF THE ROAD AND THE
 DO8992'MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 8.3 FT (2.5 M)
 DO8992'WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC
 DO8992'PIPE, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND.
 DO8992'
 DO8992'LOCATED 167.2 FT (51.0 M) NORTH-NORTHEAST OF THE RADIUS POINT OF THE
 DO8992'CUL-DE-SAC OF HART LAKE DRIVE, 89.5 FT (27.3 M) WEST OF SURVEY MARK
 DO8992'24743 B, 60.7 FT (18.5 M) NORTHEAST OF THE NORTHEAST CORNER OF A 4.0
 DO8992'FT (1.2 M) TALL CHAIN LINK FENCE, 19.1 FT (5.8 M) SOUTH-SOUTHEAST OF A
 DO8992'STAFF GAUGE ON DRY LAND AND 2.2 FT (0.7 M) SOUTH OF A CARSONITE
 DO8992'WITNESS POST.
 DO8992'
 DO8992'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8992'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8993 ***********************************************************************
 DO8993  DESIGNATION -  24743 B
 DO8993  PID         -  DO8993
 DO8993  STATE/COUNTY-  FL/POLK
 DO8993  COUNTRY     -  US
 DO8993  USGS QUAD   -  ELOISE (2018)
 DO8993
 DO8993                         *CURRENT SURVEY CONTROL
 DO8993  ______________________________________________________________________
 DO8993* NAD 83(1986) POSITION- 27 57 00.1    (N) 081 40 22.8    (W)   HD_HELD2
 DO8993* NAVD 88 ORTHO HEIGHT -    37.785 (meters)      123.97  (feet) ADJUSTED
 DO8993  ______________________________________________________________________
 DO8993  GEOID HEIGHT    -        -26.488 (meters)                     GEOID18
 DO8993  DYNAMIC HEIGHT  -         37.729 (meters)      123.78  (feet) COMP
 DO8993  MODELED GRAVITY -    979,157.4   (mgal)                       NAVD 88
 DO8993
 DO8993  VERT ORDER      -  FIRST     CLASS II
 DO8993
 DO8993.The horizontal coordinates were established by autonomous hand held GPS
 DO8993.observations and have an estimated accuracy of +/- 10 meters.
 DO8993
 DO8993.The orthometric height was determined by differential leveling and
 DO8993.adjusted by the NATIONAL GEODETIC SURVEY
 DO8993.in December 2013.
 DO8993
 DO8993.No vertical observational check was made to the station.
 DO8993
 DO8993.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8993.GEOID18 height accuracy estimate available here.
 DO8993
 DO8993.Click photographs - Photos may exist for this station.
 DO8993
 DO8993.The dynamic height is computed by dividing the NAVD 88
 DO8993.geopotential number by the normal gravity value computed on the
 DO8993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8993.degrees latitude (g = 980.6199 gals.).
 DO8993
 DO8993.The modeled gravity was interpolated from observed gravity values.
 DO8993
 DO8993;                    North         East    Units  Estimated Accuracy
 DO8993;SPC FL W     -   400,714.      232,177.      MT  (+/- 10 meters HH2 GPS)
 DO8993
 DO8993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3379791848(NAD 83)
 DO8993
 DO8993                          SUPERSEDED SURVEY CONTROL
 DO8993
 DO8993.No superseded survey control is available for this station.
 DO8993
 DO8993_MARKER: DD = SURVEY DISK
 DO8993_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8993_STAMPING: 24743 B 2012
 DO8993_MARK LOGO: SWFWMD
 DO8993_PROJECTION: RECESSED 3 CENTIMETERS
 DO8993_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8993+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2012
 DO8993_ROD/PIPE-DEPTH: 4.3 meters
 DO8993
 DO8993  HISTORY     - Date     Condition        Report By
 DO8993  HISTORY     - 20121117 MONUMENTED       FLDEP
 DO8993
 DO8993                          STATION DESCRIPTION
 DO8993
 DO8993'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8993'THE MARK IS ABOUT 6.0 MI (9.7 KM) NORTH-NORTHEAST OF ALTURAS, 6.0 MI
 DO8993'(9.7 KM) SOUTH-SOUTHWEST OF DUNDEE, 5.0 MI (8.0 KM) SOUTHEAST OF
 DO8993'ELOISE, IN SECTION 24, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO8993'
 DO8993'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO8993'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 6.0 MI (9.7 KM) SOUTHEAST
 DO8993'OF WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.6 MI (2.6 KM) TO
 DO8993'THE INTERSECTION OF THOMPSON NURSERY ROAD ON THE RIGHT AND CHALET
 DO8993'SUZANNE ROAD ON THE LEFT. TURN RIGHT ON THOMPSON NURSERY ROAD AND GO
 DO8993'WEST FOR 2.9 MI (4.7 KM) TO THE INTERSECTION OF LAKE RUBY DRIVE WEST
 DO8993'ON THE RIGHT.  CONTINUE WEST ON COUNTY ROAD 540A (ELOISE LOOP ROAD)
 DO8993'FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF STATE ROAD 653 ON THE LEFT.
 DO8993'TURN LEFT ON STATE ROAD 653 AND GO SOUTH FOR 0.55 MI (0.9 KM) TO THE
 DO8993'JUNCTION OF HART LAKE BOULEVARD ON THE LEFT.  TURN LEFT ON HART LAKE
 DO8993'BOULEVARD AND GO EAST FOR 0.05 MI (0.1 KM) TO THE T-JUNCTION OF HART
 DO8993'LAKE DRIVE.  TURN RIGHT ON HART LAKE DRIVE AND GO SOUTH FOR 0.3 MI
 DO8993'(0.5 KM) TO THE END OF THE ROAD AND THE MARK.
 DO8993'
 DO8993'THE MARK IS AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 14.0 FT
 DO8993'(4.3 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM)
 DO8993'PVC PIPE, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND,
 DO8993'LOCATED 201.2 FT (61.3 M) NORTH-NORTHEAST OF THE RADIUS POINT OF THE
 DO8993'CUL-DE-SAC OF HART LAKE DRIVE, 150.3 FT (45.8 M) EAST-NORTHEAST OF A
 DO8993'4.0 FT (1.2 M) TALL CHAIN LINK FENCE, 94.2 FT (28.7 M) EAST OF A STAFF
 DO8993'GAUGE ON DRY LAND, 89.5 FT (27.3 M) EAST OF SURVEY MARK 24743 A, 4.4
 DO8993'FT (1.3 M) WEST OF A 6.0 FT (1.8 M) TALL CHAIN LINK FENCE AND 4.1 FT
 DO8993'(1.2 M) WEST OF A CARSONITE WITNESS POST.
 DO8993'
 DO8993'NOTE-A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8993'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3075 ***********************************************************************
 DQ3075  DESIGNATION -  24744 A
 DQ3075  PID         -  DQ3075
 DQ3075  STATE/COUNTY-  FL/POLK
 DQ3075  COUNTRY     -  US
 DQ3075  USGS QUAD   -  ELOISE (2018)
 DQ3075
 DQ3075                         *CURRENT SURVEY CONTROL
 DQ3075  ______________________________________________________________________
 DQ3075* NAD 83(1986) POSITION- 27 57 50.2    (N) 081 40 33.0    (W)   HD_HELD2
 DQ3075* NAVD 88 ORTHO HEIGHT -    42.289 (meters)      138.74  (feet) ADJUSTED
 DQ3075  ______________________________________________________________________
 DQ3075  GEOID HEIGHT    -        -26.528 (meters)                     GEOID18
 DQ3075  DYNAMIC HEIGHT  -         42.226 (meters)      138.54  (feet) COMP
 DQ3075  MODELED GRAVITY -    979,157.4   (mgal)                       NAVD 88
 DQ3075
 DQ3075  VERT ORDER      -  FIRST     CLASS II
 DQ3075
 DQ3075.The horizontal coordinates were established by autonomous hand held GPS
 DQ3075.observations and have an estimated accuracy of +/- 10 meters.
 DQ3075
 DQ3075.The orthometric height was determined by differential leveling and
 DQ3075.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3075.in October 2016.
 DQ3075
 DQ3075.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3075.GEOID18 height accuracy estimate available here.
 DQ3075
 DQ3075.Click photographs - Photos may exist for this station.
 DQ3075
 DQ3075.The dynamic height is computed by dividing the NAVD 88
 DQ3075.geopotential number by the normal gravity value computed on the
 DQ3075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3075.degrees latitude (g = 980.6199 gals.).
 DQ3075
 DQ3075.The modeled gravity was interpolated from observed gravity values.
 DQ3075
 DQ3075;                    North         East    Units  Estimated Accuracy
 DQ3075;SPC FL W     -   402,256.      231,894.      MT  (+/- 10 meters HH2 GPS)
 DQ3075
 DQ3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3352793392(NAD 83)
 DQ3075
 DQ3075                          SUPERSEDED SURVEY CONTROL
 DQ3075
 DQ3075.No superseded survey control is available for this station.
 DQ3075
 DQ3075_MARKER: DD = SURVEY DISK
 DQ3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3075_STAMPING: 24744 A 2015
 DQ3075_MARK LOGO: SWFWMD
 DQ3075_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3075_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3075+STABILITY: SURFACE MOTION
 DQ3075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3075+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2015
 DQ3075
 DQ3075  HISTORY     - Date     Condition        Report By
 DQ3075  HISTORY     - 20150926 MONUMENTED       FLDEP
 DQ3075
 DQ3075                          STATION DESCRIPTION
 DQ3075
 DQ3075'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3075'THE MARK IS ABOUT 5.3 MI (8.5 KM) SOUTHEAST OF WINTER HAVEN, 5.3 MI
 DQ3075'(8.5 KM) SOUTHWEST OF DUNDEE, 4.4 MI (7.1 KM) EAST-SOUTHEAST OF
 DQ3075'ELOISE, IN SECTION 13, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DQ3075'OWNERSHIP-DAVIS FAMILY TRUST (CONTACT LARRY DAVIS AT 863-324-6039).
 DQ3075'
 DQ3075'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DQ3075'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 6.0 MI (9.7 KM) SOUTHEAST
 DQ3075'OF WINTER HAVEN, GO WEST ON COUNTY ROAD 540 (CYPRESS GARDENS
 DQ3075'BOULEVARD) FOR 1.8 MI (2.9 KM) TO THE INTERSECTION OF CYPRESS GARDENS
 DQ3075'ROAD ON THE RIGHT AND COUNTY ROAD 540A (WEST LAKE RUBY DRIVE) ON THE
 DQ3075'LEFT.  TURN LEFT ON COUNTY ROAD 540A (WEST LAKE RUBY DRIVE) AND GO
 DQ3075'SOUTH AND WEST FOR 1.65 MI (2.7 KM) TO THE T-JUNCTION OF THOMPSON
 DQ3075'NURSERY ROAD ON THE LEFT AND ELOISE LOOP ROAD ON THE RIGHT.  TURN
 DQ3075'RIGHT ON COUNTY ROAD 540A (ELOISE LOOP ROAD) AND GO WEST FOR 0.5 MI
 DQ3075'(0.8 KM) TO THE INTERSECTION OF STATE ROAD 653 ON THE LEFT AND A DIRT
 DQ3075'DRIVEWAY ON THE RIGHT.  TURN RIGHT ON THE DRIVEWAY AND GO NORTH AND
 DQ3075'EAST FOR 0.25 MI (0.4 KM) TO THE ROUND LAKE SHORELINE, AT THAT POINT
 DQ3075'CONTINUE NORTHEAST ALONG THE SHORELINE FOR ABOUT 340.0 FT (103.6 M) TO
 DQ3075'A MASONRY WALL AND THE MARK AHEAD, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DQ3075'AT A DEPTH OF 23.0 FT (7.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN
 DQ3075'A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DQ3075'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND.
 DQ3075'
 DQ3075'LOCATED 89.8 FT (27.4 M) NORTH-NORTHWEST OF A 4-INCH (10 CM) BY 4-INCH
 DQ3075'(10 CM) POST WITH A RAIN GAUGE ATTACHED, 76.2 FT (23.2 M) WEST OF
 DQ3075'SURVEY MARK 24744 B, 3.0 FT (0.9 M) SOUTH OF A MASONRY WALL.
 DQ3075'
 DQ3075'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DQ3075'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3076 ***********************************************************************
 DQ3076  DESIGNATION -  24744 B
 DQ3076  PID         -  DQ3076
 DQ3076  STATE/COUNTY-  FL/POLK
 DQ3076  COUNTRY     -  US
 DQ3076  USGS QUAD   -  ELOISE (2018)
 DQ3076
 DQ3076                         *CURRENT SURVEY CONTROL
 DQ3076  ______________________________________________________________________
 DQ3076* NAD 83(1986) POSITION- 27 57 50.3    (N) 081 40 32.1    (W)   HD_HELD2
 DQ3076* NAVD 88 ORTHO HEIGHT -    41.217 (meters)      135.23  (feet) ADJUSTED
 DQ3076  ______________________________________________________________________
 DQ3076  GEOID HEIGHT    -        -26.528 (meters)                     GEOID18
 DQ3076  DYNAMIC HEIGHT  -         41.156 (meters)      135.03  (feet) COMP
 DQ3076  MODELED GRAVITY -    979,157.4   (mgal)                       NAVD 88
 DQ3076
 DQ3076  VERT ORDER      -  FIRST     CLASS II
 DQ3076
 DQ3076.The horizontal coordinates were established by autonomous hand held GPS
 DQ3076.observations and have an estimated accuracy of +/- 10 meters.
 DQ3076
 DQ3076.The orthometric height was determined by differential leveling and
 DQ3076.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3076.in October 2016.
 DQ3076
 DQ3076.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3076.GEOID18 height accuracy estimate available here.
 DQ3076
 DQ3076.Click photographs - Photos may exist for this station.
 DQ3076
 DQ3076.The dynamic height is computed by dividing the NAVD 88
 DQ3076.geopotential number by the normal gravity value computed on the
 DQ3076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3076.degrees latitude (g = 980.6199 gals.).
 DQ3076
 DQ3076.The modeled gravity was interpolated from observed gravity values.
 DQ3076
 DQ3076;                    North         East    Units  Estimated Accuracy
 DQ3076;SPC FL W     -   402,259.      231,919.      MT  (+/- 10 meters HH2 GPS)
 DQ3076
 DQ3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3355193395(NAD 83)
 DQ3076
 DQ3076                          SUPERSEDED SURVEY CONTROL
 DQ3076
 DQ3076.No superseded survey control is available for this station.
 DQ3076
 DQ3076_MARKER: DD = SURVEY DISK
 DQ3076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3076_STAMPING: 24744 B 2015
 DQ3076_MARK LOGO: SWFWMD
 DQ3076_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3076_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3076+STABILITY: SURFACE MOTION
 DQ3076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3076+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2015
 DQ3076
 DQ3076  HISTORY     - Date     Condition        Report By
 DQ3076  HISTORY     - 20150926 MONUMENTED       FLDEP
 DQ3076
 DQ3076                          STATION DESCRIPTION
 DQ3076
 DQ3076'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3076'THE MARK IS ABOUT 5.3 MI (8.5 KM) SOUTHEAST OF WINTER HAVEN, 5.3 MI
 DQ3076'(8.5 KM) SOUTHWEST OF DUNDEE, 4.4 MI (7.1 KM) EAST-SOUTHEAST OF
 DQ3076'ELOISE, IN SECTION 13, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DQ3076'OWNERSHIP-DAVIS FAMILY TRUST (CONTACT LARRY DAVIS AT 863-324-6039).
 DQ3076'
 DQ3076'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DQ3076'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 6.0 MI (9.7 KM) SOUTHEAST
 DQ3076'OF WINTER HAVEN, GO WEST ON COUNTY ROAD 540 (CYPRESS GARDENS
 DQ3076'BOULEVARD) FOR 1.8 MI (2.9 KM) TO THE INTERSECTION OF CYPRESS GARDENS
 DQ3076'ROAD ON THE RIGHT AND COUNTY ROAD 540A (WEST LAKE RUBY DRIVE) ON THE
 DQ3076'LEFT.  TURN LEFT ON COUNTY ROAD 540A (WEST LAKE RUBY DRIVE) AND GO
 DQ3076'SOUTH AND WEST FOR 1.65 MI (2.7 KM) TO THE T-JUNCTION OF THOMPSON
 DQ3076'NURSERY ROAD ON THE LEFT AND ELOISE LOOP ROAD ON THE RIGHT.  TURN
 DQ3076'RIGHT ON COUNTY ROAD 540A (ELOISE LOOP ROAD) AND GO WEST FOR 0.5 MI
 DQ3076'(0.8 KM) TO THE INTERSECTION OF STATE ROAD 653 ON THE LEFT AND A DIRT
 DQ3076'DRIVEWAY ON THE RIGHT.  TURN RIGHT ON THE DRIVEWAY AND GO NORTH AND
 DQ3076'EAST FOR 0.25 MI (0.4 KM) TO THE ROUND LAKE SHORELINE, AT THAT POINT
 DQ3076'CONTINUE NORTHEAST ALONG THE SHORELINE FOR ABOUT 340.0 FT (103.6 M) TO
 DQ3076'A MASONRY WALL AND THE MARK AHEAD, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DQ3076'AT A DEPTH OF 27.0 FT (8.2 M) WITH A SURVEY DISK SET ON THE TOP AND IN
 DQ3076'A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DQ3076'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND.
 DQ3076'
 DQ3076'LOCATED 148.0 FT (45.1 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 DQ3076'BLOCK AND BRICK HOUSE, 107.5 FT (32.8 M) NORTH-NORTHEAST OF A 4-INCH
 DQ3076'(10 CM) BY 4-INCH (10 CM) POST WITH A RAIN GAUGE ATTACHED, 76.2 FT
 DQ3076'(23.2 M) EAST OF SURVEY MARK 24744 A AND 2.8 FT (0.9 M) SOUTH OF A
 DQ3076'MASONRY WALL.
 DQ3076'
 DQ3076'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DQ3076'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8973 ***********************************************************************
 DO8973  DESIGNATION -  24745 A
 DO8973  PID         -  DO8973
 DO8973  STATE/COUNTY-  FL/POLK
 DO8973  COUNTRY     -  US
 DO8973  USGS QUAD   -  ELOISE (2018)
 DO8973
 DO8973                         *CURRENT SURVEY CONTROL
 DO8973  ______________________________________________________________________
 DO8973* NAD 83(1986) POSITION- 27 59 07.5    (N) 081 40 08.3    (W)   HD_HELD2
 DO8973* NAVD 88 ORTHO HEIGHT -    44.419 (meters)      145.73  (feet) ADJUSTED
 DO8973  ______________________________________________________________________
 DO8973  GEOID HEIGHT    -        -26.614 (meters)                     GEOID18
 DO8973  DYNAMIC HEIGHT  -         44.352 (meters)      145.51  (feet) COMP
 DO8973  MODELED GRAVITY -    979,156.8   (mgal)                       NAVD 88
 DO8973
 DO8973  VERT ORDER      -  FIRST     CLASS II
 DO8973
 DO8973.The horizontal coordinates were established by autonomous hand held GPS
 DO8973.observations and have an estimated accuracy of +/- 10 meters.
 DO8973
 DO8973.The orthometric height was determined by differential leveling and
 DO8973.adjusted by the NATIONAL GEODETIC SURVEY
 DO8973.in December 2013.
 DO8973
 DO8973.No vertical observational check was made to the station.
 DO8973
 DO8973.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8973.GEOID18 height accuracy estimate available here.
 DO8973
 DO8973.Click photographs - Photos may exist for this station.
 DO8973
 DO8973.The dynamic height is computed by dividing the NAVD 88
 DO8973.geopotential number by the normal gravity value computed on the
 DO8973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8973.degrees latitude (g = 980.6199 gals.).
 DO8973
 DO8973.The modeled gravity was interpolated from observed gravity values.
 DO8973
 DO8973;                    North         East    Units  Estimated Accuracy
 DO8973;SPC FL W     -   404,637.      232,563.      MT  (+/- 10 meters HH2 GPS)
 DO8973
 DO8973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3421595767(NAD 83)
 DO8973
 DO8973                          SUPERSEDED SURVEY CONTROL
 DO8973
 DO8973.No superseded survey control is available for this station.
 DO8973
 DO8973_MARKER: DD = SURVEY DISK
 DO8973_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO8973_SP_SET: STORM DRIAN
 DO8973_STAMPING: 24745 A 2012
 DO8973_MARK LOGO: FLDEP
 DO8973_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8973_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO8973
 DO8973  HISTORY     - Date     Condition        Report By
 DO8973  HISTORY     - 20120812 MONUMENTED       FLDEP
 DO8973
 DO8973                          STATION DESCRIPTION
 DO8973
 DO8973'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8973'THE MARK IS ABOUT 4.7 MI (7.6 KM) EAST-SOUTHEAST OF WINTER HAVEN, 4.3
 DO8973'MI (6.9 KM) EAST OF ELOISE, 3.9 MI (6.3 KM) SOUTHWEST OF DUNDEE, IN
 DO8973'SECTION 1, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO8973'
 DO8973'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO8973'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 6.0 MI (9.7 KM) SOUTHEAST
 DO8973'OF WINTER HAVEN, GO WEST ON COUNTY ROAD 540 (CYPRESS GARDENS
 DO8973'BOULEVARD) FOR 1.8 MI (2.9 KM) TO THE INTERSECTION OF SOUTH LAKE DAISY
 DO8973'ROAD ON THE RIGHT AND LAKE RUBY DRIVE WEST ON THE LEFT.  TURN RIGHT ON
 DO8973'SOUTH LAKE DAISY ROAD AND GO NORTH FOR 0.75 MI (1.2 KM) TO THE
 DO8973'INTERSECTION OF CYPRESS GARDENS ROAD ON THE LEFT AND STRUTHERS ROAD ON
 DO8973'THE RIGHT.  TURN LEFT ON CYPRESS GARDENS ROAD AND GO WEST FOR 0.65 MI
 DO8973'(1.0 KM) TO THE JUNCTION OF WILLOW BROOK CIRCLE SOUTHEAST ON THE LEFT.
 DO8973'TURN LEFT ON WILLOW BROOK CIRCLE SOUTHEAST AND GO SOUTH AND EAST FOR
 DO8973'0.4 MI (0.6 KM) TO THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE
 DO8973'STORM DRAIN AND 0.5 FT (15 CM) ABOVE THE LEVEL OF WILLOW BROOK CIRCLE
 DO8973'SOUTHEAST.
 DO8973'
 DO8973'LOCATED 57.6 FT (17.6 M) NORTHEAST OF A 40-INCH (102 CM) DIAMETER LIVE
 DO8973'OAK TREE, 40.4 FT (12.3 M) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF
 DO8973'THE HOUSE, 18.0 FT (5.5 M) WEST OF A 32-INCH (81 CM) DIAMETER LIVE OAK
 DO8973'TREE.  17.6 FT (5.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF WILLOW
 DO8973'BROOK CIRCLE AND 2.4 FT (0.7 M) SOUTHWEST OF THE CENTER OF THE STORM
 DO8973'DRAIN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8974 ***********************************************************************
 DO8974  DESIGNATION -  24745 B
 DO8974  PID         -  DO8974
 DO8974  STATE/COUNTY-  FL/POLK
 DO8974  COUNTRY     -  US
 DO8974  USGS QUAD   -  ELOISE (2018)
 DO8974
 DO8974                         *CURRENT SURVEY CONTROL
 DO8974  ______________________________________________________________________
 DO8974* NAD 83(1986) POSITION- 27 59 06.0    (N) 081 40 08.2    (W)   HD_HELD2
 DO8974* NAVD 88 ORTHO HEIGHT -    42.786 (meters)      140.37  (feet) ADJUSTED
 DO8974  ______________________________________________________________________
 DO8974  GEOID HEIGHT    -        -26.612 (meters)                     GEOID18
 DO8974  DYNAMIC HEIGHT  -         42.723 (meters)      140.17  (feet) COMP
 DO8974  MODELED GRAVITY -    979,156.8   (mgal)                       NAVD 88
 DO8974
 DO8974  VERT ORDER      -  FIRST     CLASS II
 DO8974
 DO8974.The horizontal coordinates were established by autonomous hand held GPS
 DO8974.observations and have an estimated accuracy of +/- 10 meters.
 DO8974
 DO8974.The orthometric height was determined by differential leveling and
 DO8974.adjusted by the NATIONAL GEODETIC SURVEY
 DO8974.in December 2013.
 DO8974
 DO8974.No vertical observational check was made to the station.
 DO8974
 DO8974.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8974.GEOID18 height accuracy estimate available here.
 DO8974
 DO8974.Click photographs - Photos may exist for this station.
 DO8974
 DO8974.The dynamic height is computed by dividing the NAVD 88
 DO8974.geopotential number by the normal gravity value computed on the
 DO8974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8974.degrees latitude (g = 980.6199 gals.).
 DO8974
 DO8974.The modeled gravity was interpolated from observed gravity values.
 DO8974
 DO8974;                    North         East    Units  Estimated Accuracy
 DO8974;SPC FL W     -   404,591.      232,566.      MT  (+/- 10 meters HH2 GPS)
 DO8974
 DO8974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3421795720(NAD 83)
 DO8974
 DO8974                          SUPERSEDED SURVEY CONTROL
 DO8974
 DO8974.No superseded survey control is available for this station.
 DO8974
 DO8974_MARKER: DD = SURVEY DISK
 DO8974_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8974_STAMPING: 24745 B 2012
 DO8974_MARK LOGO: SWFWMD
 DO8974_PROJECTION: RECESSED 5 CENTIMETERS
 DO8974_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8974+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2012
 DO8974_ROD/PIPE-DEPTH: 20.7 meters
 DO8974
 DO8974  HISTORY     - Date     Condition        Report By
 DO8974  HISTORY     - 20120812 MONUMENTED       FLDEP
 DO8974
 DO8974                          STATION DESCRIPTION
 DO8974
 DO8974'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8974'THE MARK IS ABOUT 4.7 MI (7.6 KM) EAST-SOUTHEAST OF WINTER HAVEN, 4.3
 DO8974'MI (6.9 KM) EAST OF ELOISE, 4.0 MI (6.4 KM) SOUTHWEST OF DUNDEE, IN
 DO8974'SECTION 1, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO8974'
 DO8974'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO8974'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 6.0 MI (9.7 KM) SOUTHEAST
 DO8974'OF WINTER HAVEN, GO WEST ON COUNTY ROAD 540 (CYPRESS GARDENS
 DO8974'BOULEVARD) FOR 1.8 MI (2.9 KM) TO THE INTERSECTION OF SOUTH LAKE DAISY
 DO8974'ROAD ON THE RIGHT AND LAKE RUBY DRIVE WEST ON THE LEFT.  TURN RIGHT ON
 DO8974'SOUTH LAKE DAISY ROAD AND GO NORTH FOR 0.75 MI (1.2 KM) TO THE
 DO8974'INTERSECTION OF CYPRESS GARDENS ROAD ON THE LEFT AND STRUTHERS ROAD ON
 DO8974'THE RIGHT.  TURN LEFT ON CYPRESS GARDENS ROAD AND GO WEST FOR 0.65 MI
 DO8974'(1.0 KM) TO THE JUNCTION OF WILLOW BROOK CIRCLE SOUTHEAST ON THE LEFT.
 DO8974'TURN LEFT ON WILLOW BROOK CIRCLE SOUTHEAST AND GO SOUTH AND EAST FOR
 DO8974'0.4 MI (0.6 KM) TO THE MARK ON THE RIGHT AT THE HOUSE ADDRESS OF 4907
 DO8974'WILLOW BROOK CIRCLE SOUTHEAST, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO8974'DEPTH OF 68.0 FT (20.7 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED
 DO8974'IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL
 DO8974'OF THE GROUND AND 3.0 FT (0.9 M) BELOW THE LEVEL OF WILLOW BROOK
 DO8974'CIRCLE SOUTHEAST.
 DO8974'
 DO8974'LOCATED 53.4 FT (16.3 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DO8974'HOUSE, 45.3 FT (13.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DO8974'HOUSE, 42.4 FT (12.9 M) SOUTHWEST OF A 27-INCH (69 CM) DIAMETER LIVE
 DO8974'OAK TREE, 12.6 FT (3.8 M) SOUTH OF A 38-INCH (97 CM) DIAMETER LIVE OAK
 DO8974'TREE AND 10.5 FT (3.2 M) SOUTH OF A CARSONITE WITNESS POST.
 DO8974'
 DO8974'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8974'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8986 ***********************************************************************
 DO8986  DESIGNATION -  24746 A
 DO8986  PID         -  DO8986
 DO8986  STATE/COUNTY-  FL/POLK
 DO8986  COUNTRY     -  US
 DO8986  USGS QUAD   -  ELOISE (2018)
 DO8986
 DO8986                         *CURRENT SURVEY CONTROL
 DO8986  ______________________________________________________________________
 DO8986* NAD 83(1986) POSITION- 27 57 59.5    (N) 081 40 44.5    (W)   HD_HELD2
 DO8986* NAVD 88 ORTHO HEIGHT -    44.902 (meters)      147.32  (feet) ADJUSTED
 DO8986  ______________________________________________________________________
 DO8986  GEOID HEIGHT    -        -26.529 (meters)                     GEOID18
 DO8986  DYNAMIC HEIGHT  -         44.835 (meters)      147.10  (feet) COMP
 DO8986  MODELED GRAVITY -    979,157.5   (mgal)                       NAVD 88
 DO8986
 DO8986  VERT ORDER      -  FIRST     CLASS II
 DO8986
 DO8986.The horizontal coordinates were established by autonomous hand held GPS
 DO8986.observations and have an estimated accuracy of +/- 10 meters.
 DO8986
 DO8986.The orthometric height was determined by differential leveling and
 DO8986.adjusted by the NATIONAL GEODETIC SURVEY
 DO8986.in December 2013.
 DO8986
 DO8986.No vertical observational check was made to the station.
 DO8986
 DO8986.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8986.GEOID18 height accuracy estimate available here.
 DO8986
 DO8986.Click photographs - Photos may exist for this station.
 DO8986
 DO8986.The dynamic height is computed by dividing the NAVD 88
 DO8986.geopotential number by the normal gravity value computed on the
 DO8986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8986.degrees latitude (g = 980.6199 gals.).
 DO8986
 DO8986.The modeled gravity was interpolated from observed gravity values.
 DO8986
 DO8986;                    North         East    Units  Estimated Accuracy
 DO8986;SPC FL W     -   402,541.      231,579.      MT  (+/- 10 meters HH2 GPS)
 DO8986
 DO8986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3321493680(NAD 83)
 DO8986
 DO8986                          SUPERSEDED SURVEY CONTROL
 DO8986
 DO8986.No superseded survey control is available for this station.
 DO8986
 DO8986_MARKER: DD = SURVEY DISK
 DO8986_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8986_STAMPING: 24746 A 2012
 DO8986_MARK LOGO: SWFWMD
 DO8986_PROJECTION: RECESSED 3 CENTIMETERS
 DO8986_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8986+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2012
 DO8986_ROD/PIPE-DEPTH: 3.1 meters
 DO8986
 DO8986  HISTORY     - Date     Condition        Report By
 DO8986  HISTORY     - 20121117 MONUMENTED       FLDEP
 DO8986
 DO8986                          STATION DESCRIPTION
 DO8986
 DO8986'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8986'THE MARK IS ABOUT 5.3 MI (8.5 KM) SOUTHWEST OF DUNDEE, 5.0 MI (8.0 KM)
 DO8986'SOUTHEAST OF WINTER HAVEN, 4.1 MI (6.6 KM) EAST-SOUTHEAST OF ELOISE,
 DO8986'IN SECTION 14, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO8986'
 DO8986'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO8986'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 6.0 MI (9.7 KM) SOUTHEAST
 DO8986'OF WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.6 MI (2.6 KM) TO
 DO8986'THE INTERSECTION OF THOMPSON NURSERY ROAD ON THE RIGHT AND CHALET
 DO8986'SUZANNE ROAD ON THE LEFT. TURN RIGHT ON THOMPSON NURSERY ROAD AND GO
 DO8986'WEST FOR 2.9 MI (4.7 KM) TO THE INTERSECTION OF LAKE RUBY DRIVE WEST
 DO8986'ON THE RIGHT.  CONTINUE WEST ON COUNTY ROAD 540A (ELOISE LOOP ROAD)
 DO8986'FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF STATE ROAD 653 ON THE LEFT.
 DO8986'CONTINUE WEST ON COUNTY ROAD 540A (ELOISE LOOP ROAD) FOR 0.2 MI
 DO8986'(0.3 KM) TO THE JUNCTION OF WINTERSET GARDENS ROAD ON THE RIGHT.  TURN
 DO8986'RIGHT ON WINTERSET GARDENS ROAD AND GO NORTH AND NORTHEAST FOR 0.5 MI
 DO8986'(0.8 KM) TO THE ADDRESS AT 6767 WINTERSET GARDENS ROAD AND THE MARK ON
 DO8986'THE LEFT.
 DO8986'
 DO8986'THE MARK IS AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 10.2 FT
 DO8986'(3.1 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM)
 DO8986'PVC PIPE, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND 1.5
 DO8986'FT (0.5 M) BELOW THE LEVEL OF WINTERSET GARDENS ROAD.  LOCATED 180.4
 DO8986'FT (55.0 M) SOUTH OF SURVEY MARK 24746 B, 37.6 FT (11.5 M) NORTH OF
 DO8986'THE APPROXIMATE CENTERLINE OF WINTERSET GARDENS ROAD, 28.1 FT (8.6 M)
 DO8986'EAST OF THE EAST EDGE OF A CONCRETE DRIVEWAY, 1.9 FT (0.6 M) WEST OF
 DO8986'POWER POLE NUMBER 349603 AND 1.4 FT (0.4 M) WEST OF A CARSONITE
 DO8986'WITNESS POST.
 DO8986'
 DO8986'NOTE-A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8986'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8987 ***********************************************************************
 DO8987  DESIGNATION -  24746 B
 DO8987  PID         -  DO8987
 DO8987  STATE/COUNTY-  FL/POLK
 DO8987  COUNTRY     -  US
 DO8987  USGS QUAD   -  ELOISE (2018)
 DO8987
 DO8987                         *CURRENT SURVEY CONTROL
 DO8987  ______________________________________________________________________
 DO8987* NAD 83(1986) POSITION- 27 58 01.3    (N) 081 40 44.9    (W)   HD_HELD2
 DO8987* NAVD 88 ORTHO HEIGHT -    40.406 (meters)      132.57  (feet) ADJUSTED
 DO8987  ______________________________________________________________________
 DO8987  GEOID HEIGHT    -        -26.531 (meters)                     GEOID18
 DO8987  DYNAMIC HEIGHT  -         40.345 (meters)      132.37  (feet) COMP
 DO8987  MODELED GRAVITY -    979,157.5   (mgal)                       NAVD 88
 DO8987
 DO8987  VERT ORDER      -  FIRST     CLASS II
 DO8987
 DO8987.The horizontal coordinates were established by autonomous hand held GPS
 DO8987.observations and have an estimated accuracy of +/- 10 meters.
 DO8987
 DO8987.The orthometric height was determined by differential leveling and
 DO8987.adjusted by the NATIONAL GEODETIC SURVEY
 DO8987.in December 2013.
 DO8987
 DO8987.No vertical observational check was made to the station.
 DO8987
 DO8987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8987.GEOID18 height accuracy estimate available here.
 DO8987
 DO8987.Click photographs - Photos may exist for this station.
 DO8987
 DO8987.The dynamic height is computed by dividing the NAVD 88
 DO8987.geopotential number by the normal gravity value computed on the
 DO8987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8987.degrees latitude (g = 980.6199 gals.).
 DO8987
 DO8987.The modeled gravity was interpolated from observed gravity values.
 DO8987
 DO8987;                    North         East    Units  Estimated Accuracy
 DO8987;SPC FL W     -   402,597.      231,568.      MT  (+/- 10 meters HH2 GPS)
 DO8987
 DO8987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3320493735(NAD 83)
 DO8987
 DO8987                          SUPERSEDED SURVEY CONTROL
 DO8987
 DO8987.No superseded survey control is available for this station.
 DO8987
 DO8987_MARKER: DD = SURVEY DISK
 DO8987_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO8987+WITH SETTING: INFORMATION.
 DO8987_STAMPING: 24746 B 2012
 DO8987_MARK LOGO: SWFWMD
 DO8987_PROJECTION: RECESSED 8 CENTIMETERS
 DO8987_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8987+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2012
 DO8987_ROD/PIPE-DEPTH: 1.2 meters
 DO8987
 DO8987  HISTORY     - Date     Condition        Report By
 DO8987  HISTORY     - 20121117 MONUMENTED       FLDEP
 DO8987
 DO8987                          STATION DESCRIPTION
 DO8987
 DO8987'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8987'THE MARK IS ABOUT 5.3 MI (8.5 KM) SOUTHWEST OF DUNDEE, 5.0 MI (8.0 KM)
 DO8987'SOUTHEAST OF WINTER HAVEN, 4.1 MI (6.6 KM) EAST-SOUTHEAST OF ELOISE,
 DO8987'IN SECTION 14, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO8987'
 DO8987'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO8987'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 6.0 MI (9.7 KM) SOUTHEAST
 DO8987'OF WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.6 MI (2.6 KM) TO
 DO8987'THE INTERSECTION OF THOMPSON NURSERY ROAD ON THE RIGHT AND CHALET
 DO8987'SUZANNE ROAD ON THE LEFT.  TURN RIGHT ON THOMPSON NURSERY ROAD AND GO
 DO8987'WEST FOR 2.9 MI (4.7 KM) TO THE INTERSECTION OF LAKE RUBY DRIVE
 DO8987'WEST ON THE RIGHT. CONTINUE WEST ON COUNTY ROAD 540A
 DO8987'(ELOISE LOOP ROAD) FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF
 DO8987'STATE ROAD 653 ON THE LEFT.  CONTINUE WEST ON COUNTY ROAD 540A (ELOISE
 DO8987'LOOP ROAD) FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF WINTERSET GARDENS
 DO8987'ROAD ON THE RIGHT.  TURN RIGHT ON WINTERSET GARDENS ROAD AND GO NORTH
 DO8987'AND NORTHEAST FOR 0.5 MI (0.8 KM) TO THE ADDRESS AT 6767 WINTERSET
 DO8987'GARDENS ROAD AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DO8987'REFUSAL AT A DEPTH OF 4.0 FT (1.2 M) WITH AN ALUMINUM DISK ATTACHED
 DO8987'AND INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.3 FT (9 CM) BELOW
 DO8987'THE LEVEL OF THE GROUND.
 DO8987'
 DO8987'LOCATED 180.4 FT (55.0 M) NORTH OF SURVEY MARK 24746 A, 45.2 FT (13.8
 DO8987'M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN DOCK, 22.7 FT
 DO8987'(6.9 M) SOUTHEAST OF AN 18-INCH (46 CM) DIAMETER CYPRESS TREE, 10.8 FT
 DO8987'(3.3 M) SOUTH OF A SEAWALL AND 8.8 FT (2.7 M) SOUTH-SOUTHWEST OF A
 DO8987'DATE PALM TREE.
 DO8987'
 DO8987'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8987'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9245 ***********************************************************************
 DO9245  DESIGNATION -  24748 A
 DO9245  PID         -  DO9245
 DO9245  STATE/COUNTY-  FL/POLK
 DO9245  COUNTRY     -  US
 DO9245  USGS QUAD   -  BARTOW (2018)
 DO9245
 DO9245                         *CURRENT SURVEY CONTROL
 DO9245  ______________________________________________________________________
 DO9245* NAD 83(1986) POSITION- 27 58 30.4    (N) 081 45 06.7    (W)   HD_HELD2
 DO9245* NAVD 88 ORTHO HEIGHT -    40.079 (meters)      131.49  (feet) ADJUSTED
 DO9245  ______________________________________________________________________
 DO9245  GEOID HEIGHT    -        -26.408 (meters)                     GEOID18
 DO9245  DYNAMIC HEIGHT  -         40.019 (meters)      131.30  (feet) COMP
 DO9245  MODELED GRAVITY -    979,160.8   (mgal)                       NAVD 88
 DO9245
 DO9245  VERT ORDER      -  FIRST     CLASS II
 DO9245
 DO9245.The horizontal coordinates were established by autonomous hand held GPS
 DO9245.observations and have an estimated accuracy of +/- 10 meters.
 DO9245
 DO9245.The orthometric height was determined by differential leveling and
 DO9245.adjusted by the NATIONAL GEODETIC SURVEY
 DO9245.in December 2013.
 DO9245
 DO9245.No vertical observational check was made to the station.
 DO9245
 DO9245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9245.GEOID18 height accuracy estimate available here.
 DO9245
 DO9245.Click photographs - Photos may exist for this station.
 DO9245
 DO9245.The dynamic height is computed by dividing the NAVD 88
 DO9245.geopotential number by the normal gravity value computed on the
 DO9245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9245.degrees latitude (g = 980.6199 gals.).
 DO9245
 DO9245.The modeled gravity was interpolated from observed gravity values.
 DO9245
 DO9245;                    North         East    Units  Estimated Accuracy
 DO9245;SPC FL W     -   403,476.      224,412.      MT  (+/- 10 meters HH2 GPS)
 DO9245
 DO9245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2605694672(NAD 83)
 DO9245
 DO9245                          SUPERSEDED SURVEY CONTROL
 DO9245
 DO9245.No superseded survey control is available for this station.
 DO9245
 DO9245_MARKER: DD = SURVEY DISK
 DO9245_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO9245+WITH SETTING: PAVEMENT
 DO9245_SP_SET: PIER APPROACH
 DO9245_STAMPING: 24748 A 2013
 DO9245_MARK LOGO: FLDEP
 DO9245_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9245+STABILITY: SURFACE MOTION
 DO9245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9245+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2013
 DO9245
 DO9245  HISTORY     - Date     Condition        Report By
 DO9245  HISTORY     - 20130305 MONUMENTED       FLDEP
 DO9245
 DO9245                          STATION DESCRIPTION
 DO9245
 DO9245'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9245'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHEAST OF AUBURNDALE, 3.4
 DO9245'MI (5.5 KM) SOUTH-SOUTHWEST OF WINTER HAVEN, 1.6 MI (2.6 KM)
 DO9245'SOUTH-SOUTHWEST OF ELOISE, IN SECTION 7, TOWNSHIP 29 SOUTH, RANGE 26
 DO9245'EAST.
 DO9245'
 DO9245'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, STATE ROAD
 DO9245'540 AND ELOISE ROAD ABOUT 1.0 MI (1.6 KM) NORTHEAST OF EAGLE LAKE, GO
 DO9245'SOUTHWEST ON U.S. HIGHWAY 17 FOR 0.8 MI (1.3 KM) TO THE INTERSECTION
 DO9245'OF EAGLE AVENUE.  TURN LEFT ON EAST EAGLE AVENUE AND GO SOUTHEAST FOR
 DO9245'0.45 MI (0.7 KM) TO THE JUNCTION OF NORTH 10TH STREET ON THE LEFT, THE
 DO9245'LAKE MCLEOD BOAT LANDING ON THE RIGHT AND THE MARK ON THE RIGHT, SET
 DO9245'IN THE SOUTH END OF A CONCRETE APPROACH TO A WOODEN FISHING PIER AND
 DO9245'ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF A CONCRETE BOAT RAMP.
 DO9245'
 DO9245'LOCATED 157.0 FT (47.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF EAST
 DO9245'EAGLE AVENUE, 58.5 FT (17.8 M) NORTHWEST OF SURVEY MARK 24748 B, 44.0
 DO9245'FT (13.4 M) EAST OF A 6.0 FT (1.8 M) TALL WOODEN FENCE AND 17.6 FT
 DO9245'(5.4 M) EAST OF THE APPROXIMATE CENTERLINE OF A BOAT RAMP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9246 ***********************************************************************
 DO9246  DESIGNATION -  24748 B
 DO9246  PID         -  DO9246
 DO9246  STATE/COUNTY-  FL/POLK
 DO9246  COUNTRY     -  US
 DO9246  USGS QUAD   -  BARTOW (2018)
 DO9246
 DO9246                         *CURRENT SURVEY CONTROL
 DO9246  ______________________________________________________________________
 DO9246* NAD 83(1986) POSITION- 27 58 29.8    (N) 081 45 06.4    (W)   HD_HELD2
 DO9246* NAVD 88 ORTHO HEIGHT -    38.110 (meters)      125.03  (feet) ADJUSTED
 DO9246  ______________________________________________________________________
 DO9246  GEOID HEIGHT    -        -26.407 (meters)                     GEOID18
 DO9246  DYNAMIC HEIGHT  -         38.053 (meters)      124.85  (feet) COMP
 DO9246  MODELED GRAVITY -    979,160.8   (mgal)                       NAVD 88
 DO9246
 DO9246  VERT ORDER      -  FIRST     CLASS II
 DO9246
 DO9246.The horizontal coordinates were established by autonomous hand held GPS
 DO9246.observations and have an estimated accuracy of +/- 10 meters.
 DO9246
 DO9246.The orthometric height was determined by differential leveling and
 DO9246.adjusted by the NATIONAL GEODETIC SURVEY
 DO9246.in December 2013.
 DO9246
 DO9246.No vertical observational check was made to the station.
 DO9246
 DO9246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9246.GEOID18 height accuracy estimate available here.
 DO9246
 DO9246.Click photographs - Photos may exist for this station.
 DO9246
 DO9246.The dynamic height is computed by dividing the NAVD 88
 DO9246.geopotential number by the normal gravity value computed on the
 DO9246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9246.degrees latitude (g = 980.6199 gals.).
 DO9246
 DO9246.The modeled gravity was interpolated from observed gravity values.
 DO9246
 DO9246;                    North         East    Units  Estimated Accuracy
 DO9246;SPC FL W     -   403,457.      224,420.      MT  (+/- 10 meters HH2 GPS)
 DO9246
 DO9246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2606594654(NAD 83)
 DO9246
 DO9246                          SUPERSEDED SURVEY CONTROL
 DO9246
 DO9246.No superseded survey control is available for this station.
 DO9246
 DO9246_MARKER: DD = SURVEY DISK
 DO9246_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9246_STAMPING: 24748 B 2013
 DO9246_MARK LOGO: SWFWMD
 DO9246_PROJECTION: RECESSED 8 CENTIMETERS
 DO9246_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9246+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2013
 DO9246_ROD/PIPE-DEPTH: 7.0 meters
 DO9246
 DO9246  HISTORY     - Date     Condition        Report By
 DO9246  HISTORY     - 20130228 MONUMENTED       FLDEP
 DO9246
 DO9246                          STATION DESCRIPTION
 DO9246
 DO9246'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9246'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHEAST OF AUBURNDALE, 3.4
 DO9246'MI (5.5 KM) SOUTH-SOUTHWEST OF WINTER HAVEN, 1.6 MI (2.6 KM)
 DO9246'SOUTH-SOUTHWEST OF ELOISE, IN SECTION 7, TOWNSHIP 29 SOUTH, RANGE 26
 DO9246'EAST.
 DO9246'
 DO9246'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, STATE ROAD
 DO9246'540 AND ELOISE ROAD ABOUT 1.0 MI (1.6 KM) NORTHEAST OF EAGLE LAKE, GO
 DO9246'SOUTHWEST ON U.S. HIGHWAY 17 FOR 0.8 MI (1.3 KM) TO THE INTERSECTION
 DO9246'OF EAGLE AVENUE.  TURN LEFT ON EAST EAGLE AVENUE AND GO SOUTHEAST FOR
 DO9246'0.45 MI (0.7 KM) TO THE JUNCTION OF NORTH 10TH STREET ON THE LEFT, THE
 DO9246'LAKE MCLEOD BOAT LANDING ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DO9246'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.0 FT (7.0 M) WITH AN
 DO9246'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9
 DO9246'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 4.0 FT (1.2 M) BELOW THE
 DO9246'LEVEL OF THE TOP OF A CONCRETE BOAT RAMP.
 DO9246'
 DO9246'LOCATED 181.0 FT (55.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF EAST
 DO9246'EAGLE AVENUE, 87.0 FT (26.5 M) NORTHWEST OF A STAFF GAUGE, 58.5 FT
 DO9246'(17.8 M) SOUTHEAST OF SURVEY MARK 24748 A, 1.4 FT (0.4 M) SOUTHEAST OF
 DO9246'THE NORTHEAST CORNER OF A CONCRETE STORM DRAIN, 1.3 FT (0.4 M) EAST OF
 DO9246'A CHAIN LINK FENCE AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS
 DO9246'POST.
 DO9246'
 DO9246'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9246'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1880 ***********************************************************************
 DO1880  DESIGNATION -  24751 A
 DO1880  PID         -  DO1880
 DO1880  STATE/COUNTY-  FL/POLK
 DO1880  COUNTRY     -  US
 DO1880  USGS QUAD   -  ELOISE (2018)
 DO1880
 DO1880                         *CURRENT SURVEY CONTROL
 DO1880  ______________________________________________________________________
 DO1880* NAD 83(1986) POSITION- 27 59 57.3    (N) 081 44 14.0    (W)   HD_HELD2
 DO1880* NAVD 88 ORTHO HEIGHT -    40.637 (meters)      133.32  (feet) ADJUSTED
 DO1880  ______________________________________________________________________
 DO1880  GEOID HEIGHT    -        -26.522 (meters)                     GEOID18
 DO1880  DYNAMIC HEIGHT  -         40.576 (meters)      133.12  (feet) COMP
 DO1880  MODELED GRAVITY -    979,159.1   (mgal)                       NAVD 88
 DO1880
 DO1880  VERT ORDER      -  FIRST     CLASS II
 DO1880
 DO1880.The horizontal coordinates were established by autonomous hand held GPS
 DO1880.observations and have an estimated accuracy of +/- 10 meters.
 DO1880
 DO1880.The orthometric height was determined by differential leveling and
 DO1880.adjusted by the NATIONAL GEODETIC SURVEY
 DO1880.in December 2012.
 DO1880
 DO1880.No vertical observational check was made to the station.
 DO1880
 DO1880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1880.GEOID18 height accuracy estimate available here.
 DO1880
 DO1880.Click photographs - Photos may exist for this station.
 DO1880
 DO1880.The dynamic height is computed by dividing the NAVD 88
 DO1880.geopotential number by the normal gravity value computed on the
 DO1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1880.degrees latitude (g = 980.6199 gals.).
 DO1880
 DO1880.The modeled gravity was interpolated from observed gravity values.
 DO1880
 DO1880;                    North         East    Units  Estimated Accuracy
 DO1880;SPC FL W     -   406,154.      225,846.      MT  (+/- 10 meters HH2 GPS)
 DO1880
 DO1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2751297338(NAD 83)
 DO1880
 DO1880                          SUPERSEDED SURVEY CONTROL
 DO1880
 DO1880.No superseded survey control is available for this station.
 DO1880
 DO1880_MARKER: DD = SURVEY DISK
 DO1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1880_STAMPING: SID 24751 A 2010
 DO1880_MARK LOGO: SWFWMD
 DO1880_PROJECTION: FLUSH
 DO1880_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1880+STABILITY: SURFACE MOTION
 DO1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1880+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO1880
 DO1880  HISTORY     - Date     Condition        Report By
 DO1880  HISTORY     - 20100701 MONUMENTED       SWFWMD
 DO1880  HISTORY     - 20110820 GOOD             FLDEP
 DO1880
 DO1880                          STATION DESCRIPTION
 DO1880
 DO1880'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1880'THE MARK IS ABOUT 5.5 MI (8.8 KM) SOUTHEAST OF AUBURNDALE, 1.6 MI (2.6
 DO1880'KM) SOUTH OF WINTER HAVEN, 0.3 MI (0.5 KM) NORTH-NORTHEAST OF ELOISE,
 DO1880'IN SECTION 32, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1880'
 DO1880'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CENTRAL
 DO1880'AVENUE (STATE ROAD 542) IN WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY 17
 DO1880'FOR 1.3 MI (2.1 KM) TO THE INTERSECTION OF CYPRESS GARDENS BOULEVARD
 DO1880'ON THE LEFT AND AVENUE R SOUTHWEST ON THE RIGHT.  TURN RIGHT ON AVENUE
 DO1880'R SOUTHWEST AND GO WEST FOR 0.25 MI (0.4 KM) TO THE T-JUNCTION OF
 DO1880'SEVENTH STREET SOUTHWEST.  TURN LEFT ON SEVENTH STREET SOUTHWEST AND
 DO1880'GO SOUTH FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF AVENUE X SOUTHWEST ON
 DO1880'THE RIGHT.  TURN RIGHT ON AVENUE X SOUTHWEST (ENTERING THE LAKES
 DO1880'REGION LAKE MANAGEMENT DISTRICT COMPOUND) AND GO WEST FOR 0.1 MI (0.2
 DO1880'KM) TO THE EAST SHORE OF LAKE SHIP, A BOAT RAMP AND THE MARK, AN
 DO1880'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.0 FT (3.7 M) WITH AN
 DO1880'ALUMINUM DISK ENCASED IN A 5-GALLON PLASTIC BUCKET FILLED WITH
 DO1880'CONCRETE FLUSH WITH THE GROUND AND LEVEL WITH AVENUE X SOUTHWEST.
 DO1880'
 DO1880'LOCATED 84.5 FT (25.8 M) NORTHEAST OF SURVEY MARK 24751 B, 30.3 FT
 DO1880'(9.2 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF A BOAT RAMP,
 DO1880'23.3 FT (7.1 M) EAST OF A 30-INCH (76 CM) DIAMETER OAK TREE, 16.6 FT
 DO1880'(5.1 M) WEST OF POWER POLE NUMBER 336880 AND 5.0 FT (1.5 M) SOUTH OF A
 DO1880'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1881 ***********************************************************************
 DO1881  DESIGNATION -  24751 B
 DO1881  PID         -  DO1881
 DO1881  STATE/COUNTY-  FL/POLK
 DO1881  COUNTRY     -  US
 DO1881  USGS QUAD   -  ELOISE (2018)
 DO1881
 DO1881                         *CURRENT SURVEY CONTROL
 DO1881  ______________________________________________________________________
 DO1881* NAD 83(1986) POSITION- 27 59 56.6    (N) 081 44 14.5    (W)   HD_HELD2
 DO1881* NAVD 88 ORTHO HEIGHT -    40.619 (meters)      133.26  (feet) ADJUSTED
 DO1881  ______________________________________________________________________
 DO1881  GEOID HEIGHT    -        -26.521 (meters)                     GEOID18
 DO1881  DYNAMIC HEIGHT  -         40.558 (meters)      133.06  (feet) COMP
 DO1881  MODELED GRAVITY -    979,159.1   (mgal)                       NAVD 88
 DO1881
 DO1881  VERT ORDER      -  FIRST     CLASS II
 DO1881
 DO1881.The horizontal coordinates were established by autonomous hand held GPS
 DO1881.observations and have an estimated accuracy of +/- 10 meters.
 DO1881
 DO1881.The orthometric height was determined by differential leveling and
 DO1881.adjusted by the NATIONAL GEODETIC SURVEY
 DO1881.in December 2012.
 DO1881
 DO1881.No vertical observational check was made to the station.
 DO1881
 DO1881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1881.GEOID18 height accuracy estimate available here.
 DO1881
 DO1881.Click photographs - Photos may exist for this station.
 DO1881
 DO1881.The dynamic height is computed by dividing the NAVD 88
 DO1881.geopotential number by the normal gravity value computed on the
 DO1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1881.degrees latitude (g = 980.6199 gals.).
 DO1881
 DO1881.The modeled gravity was interpolated from observed gravity values.
 DO1881
 DO1881;                    North         East    Units  Estimated Accuracy
 DO1881;SPC FL W     -   406,132.      225,832.      MT  (+/- 10 meters HH2 GPS)
 DO1881
 DO1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2749997316(NAD 83)
 DO1881
 DO1881                          SUPERSEDED SURVEY CONTROL
 DO1881
 DO1881.No superseded survey control is available for this station.
 DO1881
 DO1881_MARKER: DD = SURVEY DISK
 DO1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1881_STAMPING: SID 24751 B 2010
 DO1881_MARK LOGO: SWFWMD
 DO1881_PROJECTION: FLUSH
 DO1881_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1881+STABILITY: SURFACE MOTION
 DO1881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1881+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO1881
 DO1881  HISTORY     - Date     Condition        Report By
 DO1881  HISTORY     - 20100701 MONUMENTED       SWFWMD
 DO1881  HISTORY     - 20110820 GOOD             FLDEP
 DO1881
 DO1881                          STATION DESCRIPTION
 DO1881
 DO1881'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1881'THE MARK IS ABOUT 5.5 MI (8.8 KM) SOUTHEAST OF AUBURNDALE, 1.6 MI (2.6
 DO1881'KM) SOUTH OF WINTER HAVEN, 0.3 MI (0.5 KM) NORTH-NORTHEAST OF ELOISE,
 DO1881'IN SECTION 32, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1881'
 DO1881'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CENTRAL
 DO1881'AVENUE (STATE ROAD 542) IN WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY 17
 DO1881'FOR 1.3 MI (2.1 KM) TO THE INTERSECTION OF CYPRESS GARDENS BOULEVARD
 DO1881'ON THE LEFT AND AVENUE R SOUTHWEST ON THE RIGHT.  TURN RIGHT ON AVENUE
 DO1881'R SOUTHWEST AND GO WEST FOR 0.25 MI (0.4 KM) TO THE T-JUNCTION OF
 DO1881'SEVENTH STREET SOUTHWEST.  TURN LEFT ON SEVENTH STREET SOUTHWEST AND
 DO1881'GO SOUTH FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF AVENUE X SOUTHWEST ON
 DO1881'THE RIGHT.  TURN RIGHT ON AVENUE X SOUTHWEST (ENTERING THE LAKES
 DO1881'REGION LAKE MANAGEMENT DISTRICT COMPOUND) AND GO WEST FOR 0.1 MI (0.2
 DO1881'KM) TO THE EAST SHORE OF LAKE SHIP, A BOAT RAMP AND THE MARK, AN
 DO1881'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.0 FT (3.7 M) WITH AN
 DO1881'ALUMINUM DISK ENCASED IN A 5-GALLON PLASTIC BUCKET FILLED WITH
 DO1881'CONCRETE FLUSH WITH THE GROUND AND LEVEL WITH AVENUE X SOUTHWEST.
 DO1881'
 DO1881'LOCATED 84.5 FT (25.8 M) SOUTHWEST OF SURVEY MARK 24751 A, 47.0 FT
 DO1881'(14.3 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A BOAT RAMP,
 DO1881'7.5 FT (2.3 M) EAST-SOUTHEAST OF A SEAWALL, 1.8 FT (0.5 M) WEST OF A
 DO1881'HEDGEROW AND 1.7 FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2121 ***********************************************************************
 DO2121  DESIGNATION -  24755 A
 DO2121  PID         -  DO2121
 DO2121  STATE/COUNTY-  FL/POLK
 DO2121  COUNTRY     -  US
 DO2121  USGS QUAD   -  ELOISE (2018)
 DO2121
 DO2121                         *CURRENT SURVEY CONTROL
 DO2121  ______________________________________________________________________
 DO2121* NAD 83(1986) POSITION- 27 59 18.1    (N) 081 43 06.9    (W)   HD_HELD2
 DO2121* NAVD 88 ORTHO HEIGHT -    49.006 (meters)      160.78  (feet) ADJUSTED
 DO2121  ______________________________________________________________________
 DO2121  GEOID HEIGHT    -        -26.521 (meters)                     GEOID18
 DO2121  DYNAMIC HEIGHT  -         48.933 (meters)      160.54  (feet) COMP
 DO2121  MODELED GRAVITY -    979,158.7   (mgal)                       NAVD 88
 DO2121
 DO2121  VERT ORDER      -  SECOND    CLASS I
 DO2121
 DO2121.The horizontal coordinates were established by autonomous hand held GPS
 DO2121.observations and have an estimated accuracy of +/- 10 meters.
 DO2121
 DO2121.The orthometric height was determined by differential leveling and
 DO2121.adjusted by the NATIONAL GEODETIC SURVEY
 DO2121.in December 2012.
 DO2121
 DO2121.No vertical observational check was made to the station.
 DO2121
 DO2121.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2121.GEOID18 height accuracy estimate available here.
 DO2121
 DO2121.Click photographs - Photos may exist for this station.
 DO2121
 DO2121.The dynamic height is computed by dividing the NAVD 88
 DO2121.geopotential number by the normal gravity value computed on the
 DO2121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2121.degrees latitude (g = 980.6199 gals.).
 DO2121
 DO2121.The modeled gravity was interpolated from observed gravity values.
 DO2121
 DO2121;                    North         East    Units  Estimated Accuracy
 DO2121;SPC FL W     -   404,951.      227,682.      MT  (+/- 10 meters HH2 GPS)
 DO2121
 DO2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2933896121(NAD 83)
 DO2121
 DO2121                          SUPERSEDED SURVEY CONTROL
 DO2121
 DO2121.No superseded survey control is available for this station.
 DO2121
 DO2121_MARKER: DD = SURVEY DISK
 DO2121_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO2121_STAMPING: 24755 A 2011
 DO2121_MARK LOGO: SWFWMD
 DO2121_PROJECTION: RECESSED 5 CENTIMETERS
 DO2121_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO2121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2121+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO2121_ROD/PIPE-DEPTH: 4.8 meters
 DO2121
 DO2121  HISTORY     - Date     Condition        Report By
 DO2121  HISTORY     - 20110820 MONUMENTED       FLDEP
 DO2121
 DO2121                          STATION DESCRIPTION
 DO2121
 DO2121'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2121'THE MARK IS ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST OF DUNDEE, 2.5 MI
 DO2121'(4.0 KM) SOUTH-SOUTHEAST OF WINTER HAVEN, 1.3 MI (2.1 KM)
 DO2121'EAST-SOUTHEAST OF ELOISE, IN SECTION 4, TOWNSHIP 29 SOUTH, RANGE 26
 DO2121'EAST.
 DO2121'
 DO2121'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CYPRESS
 DO2121'GARDENS BOULEVARD (STATE ROAD 540) IN WINTER HAVEN, GO EAST ON CYPRESS
 DO2121'GARDENS BOULEVARD (STATE ROAD 540) FOR 1.05 MI (1.7 KM) TO THE
 DO2121'JUNCTION OF NINTH STREET SOUTHEAST ON THE RIGHT.  TURN RIGHT ON NINTH
 DO2121'STREET SOUTHEAST AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF
 DO2121'AVENUE Z SOUTHEAST ON THE LEFT.  TURN LEFT ON AVENUE Z SOUTHEAST AND
 DO2121'GO EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF WEST LAKE ELOISE DRIVE
 DO2121'ON THE RIGHT.  TURN RIGHT ON WEST LAKE ELOISE DRIVE AND GO SOUTH FOR
 DO2121'0.8 MI (1.3 KM) TO THE JUNCTION OF WEST LAKE ELOISE TERRACE ON THE
 DO2121'LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO2121'DEPTH OF 15.6 FT (4.8 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN
 DO2121'A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO2121'THE GROUND AND LEVEL WITH WEST LAKE ELOISE DRIVE.
 DO2121'
 DO2121'LOCATED 62.9 FT (19.2 M) WEST OF SURVEY MARK 24755 B, 21.6 FT (6.6 M)
 DO2121'EAST OF THE APPROXIMATE CENTERLINE OF WEST LAKE ELOISE DRIVE, 21.4 FT
 DO2121'(6.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF WEST LAKE ELOISE
 DO2121'TERRACE, 1.6 FT (0.5 M) NORTHEAST OF A STEEL FENCE CORNER POST AND 0.9
 DO2121'FT (27 CM) NORTHEAST OF A CARSONITE WITNESS POST.
 DO2121'
 DO2121'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO2121'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2122 ***********************************************************************
 DO2122  DESIGNATION -  24755 B
 DO2122  PID         -  DO2122
 DO2122  STATE/COUNTY-  FL/POLK
 DO2122  COUNTRY     -  US
 DO2122  USGS QUAD   -  ELOISE (2018)
 DO2122
 DO2122                         *CURRENT SURVEY CONTROL
 DO2122  ______________________________________________________________________
 DO2122* NAD 83(1986) POSITION- 27 59 18.1    (N) 081 43 06.1    (W)   HD_HELD2
 DO2122* NAVD 88 ORTHO HEIGHT -    49.009 (meters)      160.79  (feet) ADJUSTED
 DO2122  ______________________________________________________________________
 DO2122  GEOID HEIGHT    -        -26.521 (meters)                     GEOID18
 DO2122  DYNAMIC HEIGHT  -         48.936 (meters)      160.55  (feet) COMP
 DO2122  MODELED GRAVITY -    979,158.7   (mgal)                       NAVD 88
 DO2122
 DO2122  VERT ORDER      -  SECOND    CLASS I
 DO2122
 DO2122.The horizontal coordinates were established by autonomous hand held GPS
 DO2122.observations and have an estimated accuracy of +/- 10 meters.
 DO2122
 DO2122.The orthometric height was determined by differential leveling and
 DO2122.adjusted by the NATIONAL GEODETIC SURVEY
 DO2122.in December 2012.
 DO2122
 DO2122.No vertical observational check was made to the station.
 DO2122
 DO2122.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2122.GEOID18 height accuracy estimate available here.
 DO2122
 DO2122.Click photographs - Photos may exist for this station.
 DO2122
 DO2122.The dynamic height is computed by dividing the NAVD 88
 DO2122.geopotential number by the normal gravity value computed on the
 DO2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2122.degrees latitude (g = 980.6199 gals.).
 DO2122
 DO2122.The modeled gravity was interpolated from observed gravity values.
 DO2122
 DO2122;                    North         East    Units  Estimated Accuracy
 DO2122;SPC FL W     -   404,951.      227,704.      MT  (+/- 10 meters HH2 GPS)
 DO2122
 DO2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2936096120(NAD 83)
 DO2122
 DO2122                          SUPERSEDED SURVEY CONTROL
 DO2122
 DO2122.No superseded survey control is available for this station.
 DO2122
 DO2122_MARKER: DD = SURVEY DISK
 DO2122_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO2122_STAMPING: 24755 B 2011
 DO2122_MARK LOGO: SWFWMD
 DO2122_PROJECTION: FLUSH
 DO2122_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO2122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2122+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO2122_ROD/PIPE-DEPTH: 4.5 meters
 DO2122
 DO2122  HISTORY     - Date     Condition        Report By
 DO2122  HISTORY     - 20110820 MONUMENTED       FLDEP
 DO2122
 DO2122                          STATION DESCRIPTION
 DO2122
 DO2122'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2122'THE MARK IS ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST OF DUNDEE, 2.5 MI
 DO2122'(4.0 KM) SOUTH-SOUTHEAST OF WINTER HAVEN, 1.3 MI (2.1 KM)
 DO2122'EAST-SOUTHEAST OF ELOISE, IN SECTION 4, TOWNSHIP 29 SOUTH, RANGE 26
 DO2122'EAST.
 DO2122'
 DO2122'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CYPRESS
 DO2122'GARDENS BOULEVARD (STATE ROAD 540) IN WINTER HAVEN, GO EAST ON CYPRESS
 DO2122'GARDENS BOULEVARD (STATE ROAD 540) FOR 1.05 MI (1.7 KM) TO THE
 DO2122'JUNCTION OF NINTH STREET SOUTHEAST ON THE RIGHT, TURN RIGHT ON NINTH
 DO2122'STREET SOUTHEAST AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF
 DO2122'AVENUE Z SOUTHEAST ON THE LEFT, TURN LEFT ON AVENUE Z SOUTHEAST AND GO
 DO2122'EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF WEST LAKE ELOISE DRIVE ON
 DO2122'THE RIGHT, TURN RIGHT ON WEST LAKE ELOISE DRIVE AND GO SOUTH FOR 0.8
 DO2122'MI (1.3 KM) TO THE JUNCTION OF WEST LAKE ELOISE TERRACE ON THE LEFT
 DO2122'AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DO2122'OF 14.8 FT (4.5 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A
 DO2122'4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH WEST LAKE
 DO2122'ELOISE TERRACE.
 DO2122'
 DO2122'LOCATED 84.6 FT (25.8 M) EAST OF THE APPROXIMATE CENTERLINE OF WEST
 DO2122'LAKE ELOISE DRIVE, 62.9 FT (19.2 M) EAST OF SURVEY MARK 24755 A, 23.0
 DO2122'FT (7.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF WEST LAKE ELOISE
 DO2122'TERRACE, 2.6 FT (0.8 M) NORTHEAST OF WELL HEAD 24755 AND 1.6 FT (0.5
 DO2122'M) NORTH OF A CARSONITE WITNESS POST.
 DO2122'
 DO2122'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO2122'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2119 ***********************************************************************
 DO2119  DESIGNATION -  24756 A
 DO2119  PID         -  DO2119
 DO2119  STATE/COUNTY-  FL/POLK
 DO2119  COUNTRY     -  US
 DO2119  USGS QUAD   -  ELOISE (2018)
 DO2119
 DO2119                         *CURRENT SURVEY CONTROL
 DO2119  ______________________________________________________________________
 DO2119* NAD 83(1986) POSITION- 27 59 36.7    (N) 081 42 38.7    (W)   HD_HELD2
 DO2119* NAVD 88 ORTHO HEIGHT -    43.507 (meters)      142.74  (feet) ADJUSTED
 DO2119  ______________________________________________________________________
 DO2119  GEOID HEIGHT    -        -26.554 (meters)                     GEOID18
 DO2119  DYNAMIC HEIGHT  -         43.442 (meters)      142.53  (feet) COMP
 DO2119  MODELED GRAVITY -    979,158.2   (mgal)                       NAVD 88
 DO2119
 DO2119  VERT ORDER      -  SECOND    CLASS I
 DO2119
 DO2119.The horizontal coordinates were established by autonomous hand held GPS
 DO2119.observations and have an estimated accuracy of +/- 10 meters.
 DO2119
 DO2119.The orthometric height was determined by differential leveling and
 DO2119.adjusted by the NATIONAL GEODETIC SURVEY
 DO2119.in December 2012.
 DO2119
 DO2119.No vertical observational check was made to the station.
 DO2119
 DO2119.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2119.GEOID18 height accuracy estimate available here.
 DO2119
 DO2119.Click photographs - Photos may exist for this station.
 DO2119
 DO2119.The dynamic height is computed by dividing the NAVD 88
 DO2119.geopotential number by the normal gravity value computed on the
 DO2119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2119.degrees latitude (g = 980.6199 gals.).
 DO2119
 DO2119.The modeled gravity was interpolated from observed gravity values.
 DO2119
 DO2119;                    North         East    Units  Estimated Accuracy
 DO2119;SPC FL W     -   405,525.      228,451.      MT  (+/- 10 meters HH2 GPS)
 DO2119
 DO2119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3011296688(NAD 83)
 DO2119
 DO2119                          SUPERSEDED SURVEY CONTROL
 DO2119
 DO2119.No superseded survey control is available for this station.
 DO2119
 DO2119_MARKER: DD = SURVEY DISK
 DO2119_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2119_SP_SET: GUARDRAIL
 DO2119_STAMPING: 24756 A
 DO2119_MARK LOGO: FLDT
 DO2119_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2119_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2119_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2119+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO2119
 DO2119  HISTORY     - Date     Condition        Report By
 DO2119  HISTORY     - UNK      MONUMENTED       FLDT
 DO2119  HISTORY     - 20110820 GOOD             FLDEP
 DO2119
 DO2119                          STATION DESCRIPTION
 DO2119
 DO2119'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2119'THE MARK IS ABOUT 5.9 MI (9.5 KM) WEST-SOUTHWEST OF DUNDEE, 2.4 MI
 DO2119'(3.8 KM) SOUTHEAST OF WINTER HAVEN, 1.7 MI (2.7 KM) EAST OF ELOISE, IN
 DO2119'SECTION 4, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO2119'
 DO2119'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CYPRESS
 DO2119'GARDENS BOULEVARD (STATE ROAD 540) IN WINTER HAVEN, GO EAST ON CYPRESS
 DO2119'GARDENS BOULEVARD (STATE ROAD 540) FOR 1.05 MI (1.7 KM) TO THE
 DO2119'JUNCTION OF NINTH STREET SOUTHEAST ON THE RIGHT, TURN RIGHT ON NINTH
 DO2119'STREET SOUTHEAST AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF
 DO2119'AVENUE Z SOUTHEAST ON THE LEFT, TURN LEFT ON AVENUE Z SOUTHEAST AND GO
 DO2119'EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF WEST LAKE ELOISE DRIVE ON
 DO2119'THE RIGHT, TURN RIGHT ON WEST LAKE ELOISE DRIVE AND GO SOUTH FOR 0.25
 DO2119'MI (0.4 KM) TO THE LAKE LULU-LAKE ELOISE CANAL BRIDGE AND THE MARK ON
 DO2119'THE RIGHT, SET IN THE TOP OF THE NORTHWEST CONCRETE GUARDRAIL ABOUT
 DO2119'3.0 FT (0.9 M) ABOVE THE LEVEL OF WEST LAKE ELOISE DRIVE.
 DO2119'
 DO2119'LOCATED 87.3 FT (26.6 M) NORTH OF SURVEY MARK 24756 B, 21.6 FT (6.6 M)
 DO2119'WEST OF THE APPROXIMATE CENTERLINE OF WEST LAKE ELOISE DRIVE, 1.1 FT
 DO2119'(0.3 M) SOUTH OF THE NORTH END OF A CONCRETE GUARDRAIL AND 1.0 FT (0.3
 DO2119'M) WEST OF A METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2120 ***********************************************************************
 DO2120  DESIGNATION -  24756 B
 DO2120  PID         -  DO2120
 DO2120  STATE/COUNTY-  FL/POLK
 DO2120  COUNTRY     -  US
 DO2120  USGS QUAD   -  ELOISE (2018)
 DO2120
 DO2120                         *CURRENT SURVEY CONTROL
 DO2120  ______________________________________________________________________
 DO2120* NAD 83(1986) POSITION- 27 59 35.9    (N) 081 42 38.5    (W)   HD_HELD2
 DO2120* NAVD 88 ORTHO HEIGHT -    43.774 (meters)      143.62  (feet) ADJUSTED
 DO2120  ______________________________________________________________________
 DO2120  GEOID HEIGHT    -        -26.554 (meters)                     GEOID18
 DO2120  DYNAMIC HEIGHT  -         43.709 (meters)      143.40  (feet) COMP
 DO2120  MODELED GRAVITY -    979,158.2   (mgal)                       NAVD 88
 DO2120
 DO2120  VERT ORDER      -  SECOND    CLASS I
 DO2120
 DO2120.The horizontal coordinates were established by autonomous hand held GPS
 DO2120.observations and have an estimated accuracy of +/- 10 meters.
 DO2120
 DO2120.The orthometric height was determined by differential leveling and
 DO2120.adjusted by the NATIONAL GEODETIC SURVEY
 DO2120.in December 2012.
 DO2120
 DO2120.No vertical observational check was made to the station.
 DO2120
 DO2120.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2120.GEOID18 height accuracy estimate available here.
 DO2120
 DO2120.Click photographs - Photos may exist for this station.
 DO2120
 DO2120.The dynamic height is computed by dividing the NAVD 88
 DO2120.geopotential number by the normal gravity value computed on the
 DO2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2120.degrees latitude (g = 980.6199 gals.).
 DO2120
 DO2120.The modeled gravity was interpolated from observed gravity values.
 DO2120
 DO2120;                    North         East    Units  Estimated Accuracy
 DO2120;SPC FL W     -   405,501.      228,457.      MT  (+/- 10 meters HH2 GPS)
 DO2120
 DO2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3011796664(NAD 83)
 DO2120
 DO2120                          SUPERSEDED SURVEY CONTROL
 DO2120
 DO2120.No superseded survey control is available for this station.
 DO2120
 DO2120_MARKER: DD = SURVEY DISK
 DO2120_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO2120_SP_SET: GUARDRAIL
 DO2120_STAMPING: 24756 B
 DO2120_MARK LOGO: FLDT
 DO2120_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2120+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO2120
 DO2120  HISTORY     - Date     Condition        Report By
 DO2120  HISTORY     - UNK      MONUMENTED       FLDT
 DO2120  HISTORY     - 20110820 GOOD             FLDEP
 DO2120
 DO2120                          STATION DESCRIPTION
 DO2120
 DO2120'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2120'THE MARK IS ABOUT 5.9 MI (9.5 KM) WEST-SOUTHWEST OF DUNDEE, 2.4 MI
 DO2120'(3.8 KM) SOUTHEAST OF WINTER HAVEN, 1.7 MI (2.7 KM) EAST OF ELOISE IN
 DO2120'SECTION 4, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO2120'
 DO2120'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CYPRESS
 DO2120'GARDENS BOULEVARD (STATE ROAD 540) IN WINTER HAVEN, GO EAST ON CYPRESS
 DO2120'GARDENS BOULEVARD (STATE ROAD 540) FOR 1.05 MI (1.7 KM) TO THE
 DO2120'JUNCTION OF NINTH STREET SOUTHEAST ON THE RIGHT, TURN RIGHT ON NINTH
 DO2120'STREET SOUTHEAST AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF
 DO2120'AVENUE Z SOUTHEAST ON THE LEFT, TURN LEFT ON AVENUE Z SOUTHEAST AND GO
 DO2120'EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF WEST LAKE ELOISE DRIVE ON
 DO2120'THE RIGHT, TURN RIGHT ON WEST LAKE ELOISE DRIVE AND GO SOUTH FOR 0.25
 DO2120'MI (0.4 KM) TO THE LAKE LULU-LAKE ELOISE CANAL BRIDGE AND THE MARK ON
 DO2120'THE LEFT, SET IN THE TOP OF THE SOUTHEAST CONCRETE GUARDRAIL ABOUT 3.0
 DO2120'FT (0.9 M) ABOVE THE LEVEL OF WEST LAKE ELOISE DRIVE.
 DO2120'
 DO2120'LOCATED 87.3 FT (26.6 M) SOUTH OF SURVEY MARK 24756 A, 21.7 FT (6.6 M)
 DO2120'EAST OF THE APPROXIMATE CENTERLINE OF WEST LAKE ELOISE DRIVE, 1.0 FT
 DO2120'(0.3 M) EAST OF A METAL GUARDRAIL AND 0.7 FT (0.2 M) NORTH OF THE
 DO2120'SOUTH END OF A CONCRETE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0897 ***********************************************************************
 DP0897  DESIGNATION -  24764 A
 DP0897  PID         -  DP0897
 DP0897  STATE/COUNTY-  FL/POLK
 DP0897  COUNTRY     -  US
 DP0897  USGS QUAD   -  BARTOW (2018)
 DP0897
 DP0897                         *CURRENT SURVEY CONTROL
 DP0897  ______________________________________________________________________
 DP0897* NAD 83(1986) POSITION- 27 56 16.4    (N) 081 51 03.0    (W)   HD_HELD2
 DP0897* NAVD 88 ORTHO HEIGHT -    32.498 (meters)      106.62  (feet) ADJUSTED
 DP0897  ______________________________________________________________________
 DP0897  GEOID HEIGHT    -        -26.046 (meters)                     GEOID18
 DP0897  DYNAMIC HEIGHT  -         32.450 (meters)      106.46  (feet) COMP
 DP0897  MODELED GRAVITY -    979,167.6   (mgal)                       NAVD 88
 DP0897
 DP0897  VERT ORDER      -  SECOND    CLASS I
 DP0897
 DP0897.The horizontal coordinates were established by autonomous hand held GPS
 DP0897.observations and have an estimated accuracy of +/- 10 meters.
 DP0897
 DP0897.The orthometric height was determined by differential leveling and
 DP0897.adjusted by the NATIONAL GEODETIC SURVEY
 DP0897.in January 2014.
 DP0897
 DP0897.No vertical observational check was made to the station.
 DP0897
 DP0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0897.GEOID18 height accuracy estimate available here.
 DP0897
 DP0897.Click photographs - Photos may exist for this station.
 DP0897
 DP0897.The dynamic height is computed by dividing the NAVD 88
 DP0897.geopotential number by the normal gravity value computed on the
 DP0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0897.degrees latitude (g = 980.6199 gals.).
 DP0897
 DP0897.The modeled gravity was interpolated from observed gravity values.
 DP0897
 DP0897;                    North         East    Units  Estimated Accuracy
 DP0897;SPC FL W     -   399,335.      214,680.      MT  (+/- 10 meters HH2 GPS)
 DP0897
 DP0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1629490613(NAD 83)
 DP0897
 DP0897                          SUPERSEDED SURVEY CONTROL
 DP0897
 DP0897.No superseded survey control is available for this station.
 DP0897
 DP0897_MARKER: DD = SURVEY DISK
 DP0897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0897_SP_SET: MASSIVE STRUCTURE
 DP0897_STAMPING: 24764 A 2013
 DP0897_MARK LOGO: FLDEP
 DP0897_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0897+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2013
 DP0897
 DP0897  HISTORY     - Date     Condition        Report By
 DP0897  HISTORY     - 20130212 MONUMENTED       FLDEP
 DP0897
 DP0897                          STATION DESCRIPTION
 DP0897
 DP0897'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0897'THE MARK IS ABOUT 8.1 MI (13.0 KM) EAST-NORTHEAST OF MULBERRY, 7.9 MI
 DP0897'(12.7 KM) WEST-SOUTHWEST OF ELOISE, 2.9 MI (4.7 KM) NORTH OF BARTOW,
 DP0897'IN SECTION 30, TOWNSHIP 29 SOUTH, RANGE 25 EAST.  A KEY FOR THE LOCKED
 DP0897'GATE CAN BE OBTAINED FROM SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP0897'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BARTOW
 DP0897'ROAD) AND COUNTY ROAD 540 (CLUBHOUSE ROAD) IN HIGHLAND CITY, GO
 DP0897'SOUTHEAST ON U.S. HIGHWAY 98 (BARTOW ROAD) FOR 2.35 MI (3.8 KM) TO A
 DP0897'LOCKED PASTURE GATE ON THE LEFT.  TURN LEFT ENTERING THE LOCKED GATE
 DP0897'AND GO EAST ON A DIRT ROAD FOR 0.55 MI (0.9 KM) TO SADDLE CREEK (LAKE
 DP0897'HANCOCK OUTFALL), THE P-11 STRUCTURE AND THE MARK, A DISK SET IN THE
 DP0897'TOP OF THE NORTHWEST STRUCTURE WING WALL.
 DP0897'
 DP0897'LOCATED 74.5 FT (22.7 M) WEST OF SURVEY MARK 24764 C, 38.9 FT (11.9 M)
 DP0897'NORTH OF SURVEY MARK 24764 B, 21.8 FT (6.6 M) NORTH OF THE APPROXIMATE
 DP0897'CENTERLINE OF A CONCRETE STRUCTURE DRIVE AND 12.9 FT (3.9 M) NORTH OF
 DP0897'THE SOUTH END OF A METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0898 ***********************************************************************
 DP0898  DESIGNATION -  24764 B
 DP0898  PID         -  DP0898
 DP0898  STATE/COUNTY-  FL/POLK
 DP0898  COUNTRY     -  US
 DP0898  USGS QUAD   -  BARTOW (2018)
 DP0898
 DP0898                         *CURRENT SURVEY CONTROL
 DP0898  ______________________________________________________________________
 DP0898* NAD 83(1986) POSITION- 27 56 16.1    (N) 081 51 02.8    (W)   HD_HELD2
 DP0898* NAVD 88 ORTHO HEIGHT -    32.489 (meters)      106.59  (feet) ADJUSTED
 DP0898  ______________________________________________________________________
 DP0898  GEOID HEIGHT    -        -26.046 (meters)                     GEOID18
 DP0898  DYNAMIC HEIGHT  -         32.441 (meters)      106.43  (feet) COMP
 DP0898  MODELED GRAVITY -    979,167.6   (mgal)                       NAVD 88
 DP0898
 DP0898  VERT ORDER      -  SECOND    CLASS I
 DP0898
 DP0898.The horizontal coordinates were established by autonomous hand held GPS
 DP0898.observations and have an estimated accuracy of +/- 10 meters.
 DP0898
 DP0898.The orthometric height was determined by differential leveling and
 DP0898.adjusted by the NATIONAL GEODETIC SURVEY
 DP0898.in January 2014.
 DP0898
 DP0898.No vertical observational check was made to the station.
 DP0898
 DP0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0898.GEOID18 height accuracy estimate available here.
 DP0898
 DP0898.Click photographs - Photos may exist for this station.
 DP0898
 DP0898.The dynamic height is computed by dividing the NAVD 88
 DP0898.geopotential number by the normal gravity value computed on the
 DP0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0898.degrees latitude (g = 980.6199 gals.).
 DP0898
 DP0898.The modeled gravity was interpolated from observed gravity values.
 DP0898
 DP0898;                    North         East    Units  Estimated Accuracy
 DP0898;SPC FL W     -   399,326.      214,685.      MT  (+/- 10 meters HH2 GPS)
 DP0898
 DP0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1629990603(NAD 83)
 DP0898
 DP0898                          SUPERSEDED SURVEY CONTROL
 DP0898
 DP0898.No superseded survey control is available for this station.
 DP0898
 DP0898_MARKER: DD = SURVEY DISK
 DP0898_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0898_SP_SET: MASSIVE STRUCTURE
 DP0898_STAMPING: 24764 B 2013
 DP0898_MARK LOGO: FLDEP
 DP0898_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP0898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0898_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0898+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2013
 DP0898
 DP0898  HISTORY     - Date     Condition        Report By
 DP0898  HISTORY     - 20130212 MONUMENTED       FLDEP
 DP0898
 DP0898                          STATION DESCRIPTION
 DP0898
 DP0898'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0898'THE MARK IS ABOUT 8.1 MI (13.0 KM) EAST-NORTHEAST OF MULBERRY, 7.9 MI
 DP0898'(12.7 KM) WEST-SOUTHWEST OF ELOISE, 2.9 MI (4.7 KM) NORTH OF BARTOW,
 DP0898'IN SECTION 30, TOWNSHIP 29 SOUTH, RANGE 25 EAST.  A KEY FOR THE LOCKED
 DP0898'GATE CAN BE OBTAINED FROM SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP0898'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BARTOW
 DP0898'ROAD) AND COUNTY ROAD 540 (CLUBHOUSE ROAD) IN HIGHLAND CITY, GO
 DP0898'SOUTHEAST ON U.S. HIGHWAY 98 (BARTOW ROAD) FOR 2.35 MI (3.8 KM) TO A
 DP0898'LOCKED PASTURE GATE ON THE LEFT, TURN LEFT ENTERING THE LOCKED GATE
 DP0898'AND GO EAST ON A DIRT ROAD FOR 0.55 MI (0.9 KM) TO SADDLE CREEK (LAKE
 DP0898'HANCOCK OUTFALL), THE P-11 STRUCTURE AND THE MARK, A DISK SET IN TOP
 DP0898'OF THE SOUTHWEST STRUCTURE WING WALL.
 DP0898'
 DP0898'LOCATED 38.9 FT (11.9 M) SOUTH OF SURVEY MARK 24764 A, 16.0 FT (4.9 M)
 DP0898'SOUTH OF THE APPROXIMATE CENTERLINE OF A CONCRETE STRUCTURE DRIVE AND
 DP0898'6.7 FT (2.0 M) SOUTH OF THE NORTH END OF A METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0899 ***********************************************************************
 DP0899  DESIGNATION -  24764 C
 DP0899  PID         -  DP0899
 DP0899  STATE/COUNTY-  FL/POLK
 DP0899  COUNTRY     -  US
 DP0899  USGS QUAD   -  BARTOW (2018)
 DP0899
 DP0899                         *CURRENT SURVEY CONTROL
 DP0899  ______________________________________________________________________
 DP0899* NAD 83(1986) POSITION- 27 56 16.7    (N) 081 51 02.3    (W)   HD_HELD2
 DP0899* NAVD 88 ORTHO HEIGHT -    32.502 (meters)      106.63  (feet) ADJUSTED
 DP0899  ______________________________________________________________________
 DP0899  GEOID HEIGHT    -        -26.047 (meters)                     GEOID18
 DP0899  DYNAMIC HEIGHT  -         32.453 (meters)      106.47  (feet) COMP
 DP0899  MODELED GRAVITY -    979,167.6   (mgal)                       NAVD 88
 DP0899
 DP0899  VERT ORDER      -  SECOND    CLASS I
 DP0899
 DP0899.The horizontal coordinates were established by autonomous hand held GPS
 DP0899.observations and have an estimated accuracy of +/- 10 meters.
 DP0899
 DP0899.The orthometric height was determined by differential leveling and
 DP0899.adjusted by the NATIONAL GEODETIC SURVEY
 DP0899.in January 2014.
 DP0899
 DP0899.No vertical observational check was made to the station.
 DP0899
 DP0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0899.GEOID18 height accuracy estimate available here.
 DP0899
 DP0899.Click photographs - Photos may exist for this station.
 DP0899
 DP0899.The dynamic height is computed by dividing the NAVD 88
 DP0899.geopotential number by the normal gravity value computed on the
 DP0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0899.degrees latitude (g = 980.6199 gals.).
 DP0899
 DP0899.The modeled gravity was interpolated from observed gravity values.
 DP0899
 DP0899;                    North         East    Units  Estimated Accuracy
 DP0899;SPC FL W     -   399,345.      214,699.      MT  (+/- 10 meters HH2 GPS)
 DP0899
 DP0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1631390622(NAD 83)
 DP0899
 DP0899                          SUPERSEDED SURVEY CONTROL
 DP0899
 DP0899.No superseded survey control is available for this station.
 DP0899
 DP0899_MARKER: DD = SURVEY DISK
 DP0899_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP0899_SP_SET: MASSIVE STRUCTURE
 DP0899_STAMPING: 24764 C 2013
 DP0899_MARK LOGO: FLDEP
 DP0899_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP0899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0899+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2013
 DP0899
 DP0899  HISTORY     - Date     Condition        Report By
 DP0899  HISTORY     - 20130212 MONUMENTED       FLDEP
 DP0899
 DP0899                          STATION DESCRIPTION
 DP0899
 DP0899'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0899'THE MARK IS ABOUT 8.1 MI (13.0 KM) EAST-NORTHEAST OF MULBERRY, 7.9 MI
 DP0899'(12.7 KM) WEST-SOUTHWEST OF ELOISE, 2.9 MI (4.7 KM) NORTH OF BARTOW,
 DP0899'IN SECTION 30, TOWNSHIP 29 SOUTH, RANGE 25 EAST.  A KEY FOR THE LOCKED
 DP0899'GATE CAN BE OBTAINED FROM SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP0899'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BARTOW
 DP0899'ROAD) AND COUNTY ROAD 540 (CLUBHOUSE ROAD) IN HIGHLAND CITY, GO
 DP0899'SOUTHEAST ON U.S. HIGHWAY 98 (BARTOW ROAD) FOR 2.35 MI (3.8 KM) TO A
 DP0899'LOCKED PASTURE GATE ON THE LEFT.  TURN LEFT ENTERING THE LOCKED GATE
 DP0899'AND GO EAST ON A DIRT ROAD FOR 0.55 MI (0.9 KM) TO SADDLE CREEK (LAKE
 DP0899'HANCOCK OUTFALL), THE P-11 STRUCTURE AND THE MARK, A DISK SET IN THE
 DP0899'TOP OF THE NORTHEAST STRUCTURE WING WALL.
 DP0899'
 DP0899'LOCATED 74.5 FT (22.7 M) EAST OF SURVEY MARK 24764 A, 26.0 FT (7.9 M)
 DP0899'NORTH OF THE APPROXIMATE CENTERLINE OF A CONCRETE STRUCTURE DRIVE,
 DP0899'12.6 FT (3.8 M) NORTH OF THE APPROXIMATE CENTER OF A CONCRETE
 DP0899'STRUCTURAL COLUMN AND 7.8 FT (2.4 M) NORTH OF THE SOUTH END OF A METAL
 DP0899'GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9247 ***********************************************************************
 DO9247  DESIGNATION -  24773 A
 DO9247  PID         -  DO9247
 DO9247  STATE/COUNTY-  FL/POLK
 DO9247  COUNTRY     -  US
 DO9247  USGS QUAD   -  BARTOW (2018)
 DO9247
 DO9247                         *CURRENT SURVEY CONTROL
 DO9247  ______________________________________________________________________
 DO9247* NAD 83(1986) POSITION- 27 58 53.9    (N) 081 45 37.9    (W)   HD_HELD2
 DO9247* NAVD 88 ORTHO HEIGHT -    40.197 (meters)      131.88  (feet) ADJUSTED
 DO9247  ______________________________________________________________________
 DO9247  GEOID HEIGHT    -        -26.413 (meters)                     GEOID18
 DO9247  DYNAMIC HEIGHT  -         40.137 (meters)      131.68  (feet) COMP
 DO9247  MODELED GRAVITY -    979,161.0   (mgal)                       NAVD 88
 DO9247
 DO9247  VERT ORDER      -  FIRST     CLASS II
 DO9247
 DO9247.The horizontal coordinates were established by autonomous hand held GPS
 DO9247.observations and have an estimated accuracy of +/- 10 meters.
 DO9247
 DO9247.The orthometric height was determined by differential leveling and
 DO9247.adjusted by the NATIONAL GEODETIC SURVEY
 DO9247.in December 2013.
 DO9247
 DO9247.No vertical observational check was made to the station.
 DO9247
 DO9247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9247.GEOID18 height accuracy estimate available here.
 DO9247
 DO9247.Click photographs - Photos may exist for this station.
 DO9247
 DO9247.The dynamic height is computed by dividing the NAVD 88
 DO9247.geopotential number by the normal gravity value computed on the
 DO9247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9247.degrees latitude (g = 980.6199 gals.).
 DO9247
 DO9247.The modeled gravity was interpolated from observed gravity values.
 DO9247
 DO9247;                    North         East    Units  Estimated Accuracy
 DO9247;SPC FL W     -   404,197.      223,558.      MT  (+/- 10 meters HH2 GPS)
 DO9247
 DO9247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2520995401(NAD 83)
 DO9247
 DO9247                          SUPERSEDED SURVEY CONTROL
 DO9247
 DO9247.No superseded survey control is available for this station.
 DO9247
 DO9247_MARKER: DD = SURVEY DISK
 DO9247_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9247_STAMPING: 24773 A 2013
 DO9247_MARK LOGO: SWFWMD
 DO9247_PROJECTION: RECESSED 5 CENTIMETERS
 DO9247_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9247+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2014
 DO9247_ROD/PIPE-DEPTH: 12.8 meters
 DO9247
 DO9247  HISTORY     - Date     Condition        Report By
 DO9247  HISTORY     - 20130228 MONUMENTED       FLDEP
 DO9247  HISTORY     - 20141008 GOOD             FLDEP
 DO9247
 DO9247                          STATION DESCRIPTION
 DO9247
 DO9247'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9247'THE MARK IS ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF AUBURNDALE, 3.2
 DO9247'MI (5.1 KM) SOUTH-SOUTHWEST OF WINTER HAVEN, 1.6 MI (2.6 KM)
 DO9247'WEST-SOUTHWEST OF ELOISE, IN SECTION 1, TOWNSHIP 29 SOUTH, RANGE 25
 DO9247'EAST.
 DO9247'
 DO9247'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, STATE ROAD
 DO9247'540 AND ELOISE ROAD ABOUT 1.0 MI (1.6 KM) NORTHEAST OF EAGLE LAKE, GO
 DO9247'SOUTHWEST ON U.S. HIGHWAY 17 FOR 0.8 MI (1.3 KM) TO THE INTERSECTION
 DO9247'OF EAGLE AVENUE.  TURN RIGHT ON WEST EAGLE AVENUE AND GO NORTHWEST FOR
 DO9247'0.25 MI (0.4 KM) TO THE EAGLE LAKE BOAT LANDING AND THE MARK ON THE
 DO9247'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 42.0 FT (12.8 M)
 DO9247'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO9247'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.8 FT (0.5 M)
 DO9247'ABOVE THE LEVEL OF THE TOP OF A CONCRETE BOAT RAMP.
 DO9247'
 DO9247'LOCATED 94.5 FT (28.8 M) SOUTH OF A STAFF GAUGE, 67.2 FT (20.5 M)
 DO9247'SOUTHWEST OF SURVEY MARK 24773 B, 46.0 FT (14.0 M) WEST OF THE
 DO9247'NORTHWEST CORNER OF A PICNIC SHELTER, 3.6 FT (1.1 M) NORTH OF A
 DO9247'CARSONITE WITNESS POST AND 1.3 FT (0.4 M) NORTHEAST OF A CHAIN LINK
 DO9247'FENCE.
 DO9247'
 DO9247'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9247'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9247
 DO9247                          STATION RECOVERY (2014)
 DO9247
 DO9247'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 DO9247'RECOVERED AS DESCRIBED.
 DO9247'
 DO9247'NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9248 ***********************************************************************
 DO9248  DESIGNATION -  24773 B
 DO9248  PID         -  DO9248
 DO9248  STATE/COUNTY-  FL/POLK
 DO9248  COUNTRY     -  US
 DO9248  USGS QUAD   -  BARTOW (2018)
 DO9248
 DO9248                         *CURRENT SURVEY CONTROL
 DO9248  ______________________________________________________________________
 DO9248* NAD 83(1986) POSITION- 27 58 54.4    (N) 081 45 37.2    (W)   HD_HELD2
 DO9248* NAVD 88 ORTHO HEIGHT -    40.122 (meters)      131.63  (feet) ADJUSTED
 DO9248  ______________________________________________________________________
 DO9248  GEOID HEIGHT    -        -26.414 (meters)                     GEOID18
 DO9248  DYNAMIC HEIGHT  -         40.062 (meters)      131.44  (feet) COMP
 DO9248  MODELED GRAVITY -    979,161.0   (mgal)                       NAVD 88
 DO9248
 DO9248  VERT ORDER      -  FIRST     CLASS II
 DO9248
 DO9248.The horizontal coordinates were established by autonomous hand held GPS
 DO9248.observations and have an estimated accuracy of +/- 10 meters.
 DO9248
 DO9248.The orthometric height was determined by differential leveling and
 DO9248.adjusted by the NATIONAL GEODETIC SURVEY
 DO9248.in December 2013.
 DO9248
 DO9248.No vertical observational check was made to the station.
 DO9248
 DO9248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9248.GEOID18 height accuracy estimate available here.
 DO9248
 DO9248.Click photographs - Photos may exist for this station.
 DO9248
 DO9248.The dynamic height is computed by dividing the NAVD 88
 DO9248.geopotential number by the normal gravity value computed on the
 DO9248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9248.degrees latitude (g = 980.6199 gals.).
 DO9248
 DO9248.The modeled gravity was interpolated from observed gravity values.
 DO9248
 DO9248;                    North         East    Units  Estimated Accuracy
 DO9248;SPC FL W     -   404,213.      223,577.      MT  (+/- 10 meters HH2 GPS)
 DO9248
 DO9248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2522895416(NAD 83)
 DO9248
 DO9248                          SUPERSEDED SURVEY CONTROL
 DO9248
 DO9248.No superseded survey control is available for this station.
 DO9248
 DO9248_MARKER: DD = SURVEY DISK
 DO9248_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9248_STAMPING: 24773 B 2013
 DO9248_MARK LOGO: SWFWMD
 DO9248_PROJECTION: RECESSED 5 CENTIMETERS
 DO9248_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9248_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9248+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2013
 DO9248_ROD/PIPE-DEPTH: 16.2 meters
 DO9248
 DO9248  HISTORY     - Date     Condition        Report By
 DO9248  HISTORY     - 20130228 MONUMENTED       FLDEP
 DO9248
 DO9248                          STATION DESCRIPTION
 DO9248
 DO9248'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9248'THE MARK IS ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF AUBURNDALE, 3.2
 DO9248'MI (5.1 KM) SOUTH-SOUTHWEST OF WINTER HAVEN, 1.6 MI (2.6 KM)
 DO9248'WEST-SOUTHWEST OF ELOISE, IN SECTION 1, TOWNSHIP 29 SOUTH, RANGE 25
 DO9248'EAST.
 DO9248'
 DO9248'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, STATE ROAD
 DO9248'540 AND ELOISE ROAD ABOUT 1.0 MI (1.6 KM) NORTHEAST OF EAGLE LAKE, GO
 DO9248'SOUTHWEST ON U.S. HIGHWAY 17 FOR 0.8 MI (1.3 KM) TO THE INTERSECTION
 DO9248'OF EAGLE AVENUE.  TURN RIGHT ON WEST EAGLE AVENUE AND GO NORTHWEST FOR
 DO9248'0.25 MI (0.4 KM) TO THE EAGLE LAKE BOAT LANDING AND THE MARK ON THE
 DO9248'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 53.0 FT (16.2 M)
 DO9248'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO9248'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.8 FT (0.5 M)
 DO9248'ABOVE THE LEVEL OF THE TOP OF A CONCRETE BOAT RAMP.
 DO9248'
 DO9248'LOCATED 79.7 FT (24.3 M) SOUTHEAST OF A STAFF GAUGE, 67.2 FT (20.5 M)
 DO9248'NORTHEAST OF BENCH MARK 24773 A, 22.0 FT (6.7 M) SOUTHWEST OF THE
 DO9248'APPROXIMATE CENTERLINE OF A CONCRETE BOAT RAMP, 5.7 FT (1.7 M)
 DO9248'NORTHWEST OF THE NORTHWEST EDGE OF THE PAVEMENT OF A HANDICAPPED
 DO9248'PARKING AREA, 1.3 FT (0.4 M) SOUTHWEST OF THE SOUTHWEST WOODEN PIER
 DO9248'HANDRAIL AND 1.2 FT (0.4 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9248'
 DO9248'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9248'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9249 ***********************************************************************
 DO9249  DESIGNATION -  24774 A
 DO9249  PID         -  DO9249
 DO9249  STATE/COUNTY-  FL/POLK
 DO9249  COUNTRY     -  US
 DO9249  USGS QUAD   -  BARTOW (2018)
 DO9249
 DO9249                         *CURRENT SURVEY CONTROL
 DO9249  ______________________________________________________________________
 DO9249* NAD 83(1986) POSITION- 27 58 01.8    (N) 081 46 24.3    (W)   HD_HELD2
 DO9249* NAVD 88 ORTHO HEIGHT -    37.916 (meters)      124.40  (feet) ADJUSTED
 DO9249  ______________________________________________________________________
 DO9249  GEOID HEIGHT    -        -26.335 (meters)                     GEOID18
 DO9249  DYNAMIC HEIGHT  -         37.859 (meters)      124.21  (feet) COMP
 DO9249  MODELED GRAVITY -    979,162.4   (mgal)                       NAVD 88
 DO9249
 DO9249  VERT ORDER      -  FIRST     CLASS II
 DO9249
 DO9249.The horizontal coordinates were established by autonomous hand held GPS
 DO9249.observations and have an estimated accuracy of +/- 10 meters.
 DO9249
 DO9249.The orthometric height was determined by differential leveling and
 DO9249.adjusted by the NATIONAL GEODETIC SURVEY
 DO9249.in December 2013.
 DO9249
 DO9249.No vertical observational check was made to the station.
 DO9249
 DO9249.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9249.GEOID18 height accuracy estimate available here.
 DO9249
 DO9249.Click photographs - Photos may exist for this station.
 DO9249
 DO9249.The dynamic height is computed by dividing the NAVD 88
 DO9249.geopotential number by the normal gravity value computed on the
 DO9249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9249.degrees latitude (g = 980.6199 gals.).
 DO9249
 DO9249.The modeled gravity was interpolated from observed gravity values.
 DO9249
 DO9249;                    North         East    Units  Estimated Accuracy
 DO9249;SPC FL W     -   402,591.      222,293.      MT  (+/- 10 meters HH2 GPS)
 DO9249
 DO9249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2393193806(NAD 83)
 DO9249
 DO9249                          SUPERSEDED SURVEY CONTROL
 DO9249
 DO9249.No superseded survey control is available for this station.
 DO9249
 DO9249_MARKER: DD = SURVEY DISK
 DO9249_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9249_STAMPING: 24774 A 2013
 DO9249_MARK LOGO: SWFWMD
 DO9249_PROJECTION: FLUSH
 DO9249_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9249+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2013
 DO9249_ROD/PIPE-DEPTH: 4.0 meters
 DO9249
 DO9249  HISTORY     - Date     Condition        Report By
 DO9249  HISTORY     - 20130228 MONUMENTED       FLDEP
 DO9249
 DO9249                          STATION DESCRIPTION
 DO9249
 DO9249'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9249'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTHEAST OF BARTOW, 4.5 MI (7.2
 DO9249'KM) SOUTH-SOUTHWEST OF WINTER HAVEN, 2.9 MI (4.7 KM) SOUTHWEST OF
 DO9249'ELOISE, IN SECTION 13, TOWNSHIP 29 SOUTH, RANGE 25 EAST.
 DO9249'
 DO9249'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, STATE ROAD
 DO9249'540 AND ELOISE ROAD ABOUT 1.0 MI (1.6 KM) NORTHEAST OF EAGLE LAKE, GO
 DO9249'SOUTHWEST ON U.S. HIGHWAY 17 FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF
 DO9249'LAKE MILLSITE ROAD ON THE RIGHT.  TURN RIGHT ON LAKE MILLSITE ROAD
 DO9249'(CROSSING A RAILROAD TRACK) AND GO NORTHWEST FOR ABOUT 170.0 FT (51.8
 DO9249'M) TO THE T-JUNCTION OF LAKE MILLSITE ROAD.  TURN RIGHT ON LAKE
 DO9249'MILLSITE ROAD AND GO NORTHEAST FOR 0.2 MI (0.3 KM) TO THE ENTRANCE TO
 DO9249'LAKE MILLSITE ESTATES ON THE LEFT.  TURN LEFT ON THE ENTRANCE ROAD AND
 DO9249'GO NORTHWEST ENTERING THE MOBILE HOME PARK FOR ABOUT 375.0 FT (114.3
 DO9249'M) TO THE LANDING, STAFF GAUGE AND THE MARK ON THE LEFT, AN ALUMINUM
 DO9249'ROD DRIVEN TO REFUSAL AT A DEPTH OF 13.0 FT (4.0 M) WITH AN ALUMINUM
 DO9249'DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DO9249'LEVEL WITH THE MOBILE HOME PARK ENTRANCE ROAD.
 DO9249'
 DO9249'LOCATED 83.7 FT (25.5 M) NORTHWEST OF THE NORTHWEST CORNER OF A MOBILE
 DO9249'HOME, 47.5 FT (14.5 M) NORTH OF A 34-INCH (86 CM) DIAMETER LIVE OAK
 DO9249'TREE, 33.0 FT (10.1 M) NORTHWEST OF A 15-INCH (38 CM) DIAMETER PALM
 DO9249'TREE, 27.5 FT (8.4 M) SOUTHWEST OF THE APPROXIMATE EXTENDED CENTERLINE
 DO9249'OF THE ENTRANCE ROAD AND 1.5 FT (0.5 M) SOUTH OF A CARSONITE WITNESS
 DO9249'POST.
 DO9249'
 DO9249'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9249'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9250 ***********************************************************************
 DO9250  DESIGNATION -  24774 B
 DO9250  PID         -  DO9250
 DO9250  STATE/COUNTY-  FL/POLK
 DO9250  COUNTRY     -  US
 DO9250  USGS QUAD   -  BARTOW (2018)
 DO9250
 DO9250                         *CURRENT SURVEY CONTROL
 DO9250  ______________________________________________________________________
 DO9250* NAD 83(1986) POSITION- 27 58 02.1    (N) 081 46 23.8    (W)   HD_HELD2
 DO9250* NAVD 88 ORTHO HEIGHT -    37.673 (meters)      123.60  (feet) ADJUSTED
 DO9250  ______________________________________________________________________
 DO9250  GEOID HEIGHT    -        -26.335 (meters)                     GEOID18
 DO9250  DYNAMIC HEIGHT  -         37.618 (meters)      123.42  (feet) COMP
 DO9250  MODELED GRAVITY -    979,162.3   (mgal)                       NAVD 88
 DO9250
 DO9250  VERT ORDER      -  FIRST     CLASS II
 DO9250
 DO9250.The horizontal coordinates were established by autonomous hand held GPS
 DO9250.observations and have an estimated accuracy of +/- 10 meters.
 DO9250
 DO9250.The orthometric height was determined by differential leveling and
 DO9250.adjusted by the NATIONAL GEODETIC SURVEY
 DO9250.in December 2013.
 DO9250
 DO9250.No vertical observational check was made to the station.
 DO9250
 DO9250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9250.GEOID18 height accuracy estimate available here.
 DO9250
 DO9250.Click photographs - Photos may exist for this station.
 DO9250
 DO9250.The dynamic height is computed by dividing the NAVD 88
 DO9250.geopotential number by the normal gravity value computed on the
 DO9250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9250.degrees latitude (g = 980.6199 gals.).
 DO9250
 DO9250.The modeled gravity was interpolated from observed gravity values.
 DO9250
 DO9250;                    North         East    Units  Estimated Accuracy
 DO9250;SPC FL W     -   402,601.      222,306.      MT  (+/- 10 meters HH2 GPS)
 DO9250
 DO9250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2394593815(NAD 83)
 DO9250
 DO9250                          SUPERSEDED SURVEY CONTROL
 DO9250
 DO9250.No superseded survey control is available for this station.
 DO9250
 DO9250_MARKER: DD = SURVEY DISK
 DO9250_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9250_STAMPING: 24774 B 2013
 DO9250_MARK LOGO: SWFWMD
 DO9250_PROJECTION: FLUSH
 DO9250_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9250+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2013
 DO9250_ROD/PIPE-DEPTH: 15.8 meters
 DO9250
 DO9250  HISTORY     - Date     Condition        Report By
 DO9250  HISTORY     - 20130228 MONUMENTED       FLDEP
 DO9250
 DO9250                          STATION DESCRIPTION
 DO9250
 DO9250'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9250'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTHEAST OF BARTOW, 4.5 MI (7.2
 DO9250'KM) SOUTH-SOUTHWEST OF WINTER HAVEN, 2.9 MI (4.7 KM) SOUTHWEST OF
 DO9250'ELOISE, IN SECTION 13, TOWNSHIP 29 SOUTH, RANGE 25 EAST.
 DO9250'
 DO9250'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, STATE ROAD
 DO9250'540 AND ELOISE ROAD ABOUT 1.0 MI (1.6 KM) NORTHEAST OF EAGLE LAKE, GO
 DO9250'SOUTHWEST ON U.S. HIGHWAY 17 FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF
 DO9250'LAKE MILLSITE ROAD ON THE RIGHT.  TURN RIGHT ON LAKE MILLSITE ROAD
 DO9250'(CROSSING A RAILROAD TRACK) AND GO NORTHWEST FOR ABOUT 170.0 FT (51.8
 DO9250'M) TO THE T-JUNCTION OF LAKE MILLSITE ROAD.  TURN RIGHT ON LAKE
 DO9250'MILLSITE ROAD AND GO NORTHEAST FOR 0.2 MI (0.3 KM) TO THE ENTRANCE TO
 DO9250'LAKE MILLSITE ESTATES ON THE LEFT.  TURN LEFT ON THE ENTRANCE ROAD AND
 DO9250'GO NORTHWEST ENTERING THE MOBILE HOME PARK FOR ABOUT 375.0 FT (114.3
 DO9250'M) TO THE LANDING, STAFF GAUGE AND THE MARK ON THE LEFT, AN ALUMINUM
 DO9250'ROD DRIVEN TO REFUSAL AT A DEPTH OF 52.0 FT (15.8 M) WITH AN ALUMINUM
 DO9250'DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DO9250'LEVEL WITH THE MOBILE HOME PARK ENTRANCE ROAD.
 DO9250'
 DO9250'LOCATED 130.3 FT (39.7 M) SOUTH OF A STAFF GAUGE, 21.5 FT (6.6 M)
 DO9250'NORTHWEST OF A 15-INCH (38 CM) DIAMETER PINE TREE, 7.5 FT (2.3 M)
 DO9250'NORTHWEST OF A CARSONITE WITNESS POST AND 5.0 FT (1.5 M) SOUTHWEST OF
 DO9250'THE APPROXIMATE CENTER OF A GRASS PATH LEADING TO A STAFF GAUGE.
 DO9250'
 DO9250'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9250'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9768 ***********************************************************************
 DO9768  DESIGNATION -  24783 A
 DO9768  PID         -  DO9768
 DO9768  STATE/COUNTY-  FL/POLK
 DO9768  COUNTRY     -  US
 DO9768  USGS QUAD   -  BARTOW (2018)
 DO9768
 DO9768                         *CURRENT SURVEY CONTROL
 DO9768  ______________________________________________________________________
 DO9768* NAD 83(1986) POSITION- 27 59 18.4    (N) 081 46 48.7    (W)   HD_HELD2
 DO9768* NAVD 88 ORTHO HEIGHT -    39.048 (meters)      128.11  (feet) ADJUSTED
 DO9768  ______________________________________________________________________
 DO9768  GEOID HEIGHT    -        -26.396 (meters)                     GEOID18
 DO9768  DYNAMIC HEIGHT  -         38.990 (meters)      127.92  (feet) COMP
 DO9768  MODELED GRAVITY -    979,161.7   (mgal)                       NAVD 88
 DO9768
 DO9768  VERT ORDER      -  SECOND    CLASS I
 DO9768
 DO9768.The horizontal coordinates were established by autonomous hand held GPS
 DO9768.observations and have an estimated accuracy of +/- 10 meters.
 DO9768
 DO9768.The orthometric height was determined by differential leveling and
 DO9768.adjusted by the NATIONAL GEODETIC SURVEY
 DO9768.in January 2014.
 DO9768
 DO9768.No vertical observational check was made to the station.
 DO9768
 DO9768.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9768.GEOID18 height accuracy estimate available here.
 DO9768
 DO9768.Click photographs - Photos may exist for this station.
 DO9768
 DO9768.The dynamic height is computed by dividing the NAVD 88
 DO9768.geopotential number by the normal gravity value computed on the
 DO9768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9768.degrees latitude (g = 980.6199 gals.).
 DO9768
 DO9768.The modeled gravity was interpolated from observed gravity values.
 DO9768
 DO9768;                    North         East    Units  Estimated Accuracy
 DO9768;SPC FL W     -   404,948.      221,622.      MT  (+/- 10 meters HH2 GPS)
 DO9768
 DO9768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2327996167(NAD 83)
 DO9768
 DO9768                          SUPERSEDED SURVEY CONTROL
 DO9768
 DO9768.No superseded survey control is available for this station.
 DO9768
 DO9768_MARKER: DD = SURVEY DISK
 DO9768_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9768_STAMPING: 24783 A 2013
 DO9768_MARK LOGO: SWFWMD
 DO9768_PROJECTION: RECESSED 5 CENTIMETERS
 DO9768_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9768+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2013
 DO9768_ROD/PIPE-DEPTH: 13.4 meters
 DO9768
 DO9768  HISTORY     - Date     Condition        Report By
 DO9768  HISTORY     - 20130214 MONUMENTED       FLDEP
 DO9768
 DO9768                          STATION DESCRIPTION
 DO9768
 DO9768'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9768'THE MARK IS ABOUT 5.3 MI (8.5 KM) SOUTH OF AUBURNDALE, 3.7 MI (6.0 KM)
 DO9768'SOUTHWEST OF WINTER HAVEN, 2.6 MI (4.2 KM) WEST OF ELOISE, IN SECTION
 DO9768'2, TOWNSHIP 29 SOUTH, RANGE 25 EAST.
 DO9768'
 DO9768'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9768'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9768'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9768'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9768'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9768'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9768'(WINTER LAKE ROAD) FOR 4.45 MI (7.2 KM) TO THE INTERSECTION OF SPIRIT
 DO9768'LAKE ROAD.  TURN RIGHT ON SPIRIT LAKE ROAD AND GO SOUTH FOR 1.3 MI
 DO9768'(2.1 KM) TO THE JUNCTION OF ARGENTINA DRIVE ON THE LEFT.  TURN LEFT ON
 DO9768'ARGENTINA DRIVE AND GO EAST FOR 0.25 MI (0.4 KM) TO THE GRASSY LAKE
 DO9768'BOAT LANDING ON THE LEFT AND THE MARK AHEAD, AN ALUMINUM ROD DRIVEN TO
 DO9768'REFUSAL AT A DEPTH OF 44.0 FT (13.4 M) WITH AN ALUMINUM DISK ENCASED
 DO9768'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO9768'THE GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF THE ARGENTINA
 DO9768'DRIVE CUL-DE-SAC.
 DO9768'
 DO9768'LOCATED 149.0 FT (45.4 M) SOUTH OF SURVEY MARK 24783 B, 79.0 FT (24.1
 DO9768'M) SOUTHEAST OF A 28-INCH (71 CM) DIAMETER OAK TREE, 24.4 FT (7.4 M)
 DO9768'NORTH OF THE APPROXIMATE EXTENDED CENTERLINE OF ARGENTINA DRIVE AND
 DO9768'1.4 FT (0.4 M) WEST OF A CARSONITE WITNESS POST.
 DO9768'
 DO9768'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9768'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9769 ***********************************************************************
 DO9769  DESIGNATION -  24783 B
 DO9769  PID         -  DO9769
 DO9769  STATE/COUNTY-  FL/POLK
 DO9769  COUNTRY     -  US
 DO9769  USGS QUAD   -  BARTOW (2018)
 DO9769
 DO9769                         *CURRENT SURVEY CONTROL
 DO9769  ______________________________________________________________________
 DO9769* NAD 83(1986) POSITION- 27 59 19.8    (N) 081 46 49.0    (W)   HD_HELD2
 DO9769* NAVD 88 ORTHO HEIGHT -    39.390 (meters)      129.23  (feet) ADJUSTED
 DO9769  ______________________________________________________________________
 DO9769  GEOID HEIGHT    -        -26.397 (meters)                     GEOID18
 DO9769  DYNAMIC HEIGHT  -         39.331 (meters)      129.04  (feet) COMP
 DO9769  MODELED GRAVITY -    979,161.7   (mgal)                       NAVD 88
 DO9769
 DO9769  VERT ORDER      -  SECOND    CLASS I
 DO9769
 DO9769.The horizontal coordinates were established by autonomous hand held GPS
 DO9769.observations and have an estimated accuracy of +/- 10 meters.
 DO9769
 DO9769.The orthometric height was determined by differential leveling and
 DO9769.adjusted by the NATIONAL GEODETIC SURVEY
 DO9769.in January 2014.
 DO9769
 DO9769.No vertical observational check was made to the station.
 DO9769
 DO9769.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9769.GEOID18 height accuracy estimate available here.
 DO9769
 DO9769.Click photographs - Photos may exist for this station.
 DO9769
 DO9769.The dynamic height is computed by dividing the NAVD 88
 DO9769.geopotential number by the normal gravity value computed on the
 DO9769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9769.degrees latitude (g = 980.6199 gals.).
 DO9769
 DO9769.The modeled gravity was interpolated from observed gravity values.
 DO9769
 DO9769;                    North         East    Units  Estimated Accuracy
 DO9769;SPC FL W     -   404,991.      221,613.      MT  (+/- 10 meters HH2 GPS)
 DO9769
 DO9769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2327196210(NAD 83)
 DO9769
 DO9769                          SUPERSEDED SURVEY CONTROL
 DO9769
 DO9769.No superseded survey control is available for this station.
 DO9769
 DO9769_MARKER: DD = SURVEY DISK
 DO9769_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9769_STAMPING: 24783 B 2013
 DO9769_MARK LOGO: SWFWMD
 DO9769_PROJECTION: RECESSED 5 CENTIMETERS
 DO9769_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9769_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9769+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2013
 DO9769_ROD/PIPE-DEPTH: 9.1 meters
 DO9769
 DO9769  HISTORY     - Date     Condition        Report By
 DO9769  HISTORY     - 20130214 MONUMENTED       FLDEP
 DO9769
 DO9769                          STATION DESCRIPTION
 DO9769
 DO9769'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9769'THE MARK IS ABOUT 5.3 MI (8.5 KM) SOUTH OF AUBURNDALE, 3.7 MI (6.0 KM)
 DO9769'SOUTHWEST OF WINTER HAVEN, 2.6 MI (4.2 KM) WEST OF ELOISE, IN SECTION
 DO9769'2, TOWNSHIP 29 SOUTH, RANGE 25 EAST.
 DO9769'
 DO9769'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9769'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9769'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9769'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9769'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9769'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9769'(WINTER LAKE ROAD) FOR 4.45 MI (7.2 KM) TO THE INTERSECTION OF SPIRIT
 DO9769'LAKE ROAD.  TURN RIGHT ON SPIRIT LAKE ROAD AND GO SOUTH FOR 1.3 MI
 DO9769'(2.1 KM) TO THE JUNCTION OF ARGENTINA DRIVE ON THE LEFT.  TURN LEFT ON
 DO9769'ARGENTINA DRIVE AND GO EAST FOR 0.25 MI (0.4 KM) TO THE GRASSY LAKE
 DO9769'BOAT LANDING AND PARK ON THE LEFT AND THE MARK ON THE LEFT, AN
 DO9769'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 30.0 FT (9.1 M) WITH AN
 DO9769'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6
 DO9769'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE PARK ENTRANCE
 DO9769'ROAD.
 DO9769'
 DO9769'LOCATED 149.0 FT (45.4 M) NORTH OF SURVEY MARK 24783 A, 82.4 FT (25.1
 DO9769'M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE CONCRETE BOAT RAMP, 81.7
 DO9769'FT (24.9 M) EAST OF THE APPROXIMATE CENTERLINE OF THE PARK ENTRANCE
 DO9769'ROAD, 1.2 FT (0.4 M) SOUTH OF THE 2-RAIL WOODEN FENCE AND 1.0 FT (0.3
 DO9769'M) SOUTH OF A CARSONITE WITNESS POST.
 DO9769'
 DO9769'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9769'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0893 ***********************************************************************
 DP0893  DESIGNATION -  24786 A
 DP0893  PID         -  DP0893
 DP0893  STATE/COUNTY-  FL/POLK
 DP0893  COUNTRY     -  US
 DP0893  USGS QUAD   -  MULBERRY (2018)
 DP0893
 DP0893                         *CURRENT SURVEY CONTROL
 DP0893  ______________________________________________________________________
 DP0893* NAD 83(1986) POSITION- 27 58 28.9    (N) 081 54 11.4    (W)   HD_HELD2
 DP0893* NAVD 88 ORTHO HEIGHT -    32.626 (meters)      107.04  (feet) ADJUSTED
 DP0893  ______________________________________________________________________
 DP0893  GEOID HEIGHT    -        -26.035 (meters)                     GEOID18
 DP0893  DYNAMIC HEIGHT  -         32.578 (meters)      106.88  (feet) COMP
 DP0893  MODELED GRAVITY -    979,169.0   (mgal)                       NAVD 88
 DP0893
 DP0893  VERT ORDER      -  SECOND    CLASS I
 DP0893
 DP0893.The horizontal coordinates were established by autonomous hand held GPS
 DP0893.observations and have an estimated accuracy of +/- 10 meters.
 DP0893
 DP0893.The orthometric height was determined by differential leveling and
 DP0893.adjusted by the NATIONAL GEODETIC SURVEY
 DP0893.in January 2014.
 DP0893
 DP0893.No vertical observational check was made to the station.
 DP0893
 DP0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0893.GEOID18 height accuracy estimate available here.
 DP0893
 DP0893.Click photographs - Photos may exist for this station.
 DP0893
 DP0893.The dynamic height is computed by dividing the NAVD 88
 DP0893.geopotential number by the normal gravity value computed on the
 DP0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0893.degrees latitude (g = 980.6199 gals.).
 DP0893
 DP0893.The modeled gravity was interpolated from observed gravity values.
 DP0893
 DP0893;                    North         East    Units  Estimated Accuracy
 DP0893;SPC FL W     -   403,409.      209,526.      MT  (+/- 10 meters HH2 GPS)
 DP0893
 DP0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1117594727(NAD 83)
 DP0893
 DP0893                          SUPERSEDED SURVEY CONTROL
 DP0893
 DP0893.No superseded survey control is available for this station.
 DP0893
 DP0893_MARKER: DD = SURVEY DISK
 DP0893_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0893_STAMPING: 24786 A 2013
 DP0893_MARK LOGO: SWFWMD
 DP0893_PROJECTION: RECESSED 5 CENTIMETERS
 DP0893_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP0893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0893+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2013
 DP0893_ROD/PIPE-DEPTH: 3.4 meters
 DP0893
 DP0893  HISTORY     - Date     Condition        Report By
 DP0893  HISTORY     - 20130212 MONUMENTED       FLDEP
 DP0893
 DP0893                          STATION DESCRIPTION
 DP0893
 DP0893'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0893'THE MARK IS ABOUT 7.0 MI (11.3 KM) NORTHEAST OF MULBERRY, 6.5 MI (10.5
 DP0893'KM) NORTHWEST OF BARTOW, 5.3 MI (8.5 KM) SOUTH-SOUTHEAST OF LAKELAND,
 DP0893'IN SECTION 10, TOWNSHIP 29 SOUTH, RANGE 24 EAST.
 DP0893'
 DP0893'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BARTOW
 DP0893'ROAD) AND COUNTY ROAD 540 (CLUBHOUSE ROAD) IN HIGHLAND CITY, GO WEST
 DP0893'ON COUNTY ROAD 540 (CLUBHOUSE ROAD) FOR 1.45 MI (2.3 KM) TO THE
 DP0893'INTERSECTION OF TILLERY ROAD.  TURN RIGHT ON TILLERY ROAD AND GO NORTH
 DP0893'FOR 0.5 MI (0.8 KM) TO THE NORTH END OF THE BANANA LAKE PARK AND BOAT
 DP0893'RAMP AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP0893'DEPTH OF 11.0 FT (3.4 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10
 DP0893'CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DP0893'ABOUT 0.3 FT (9 CM) BELOW THE LEVEL OF THE BOAT RAMP.
 DP0893'
 DP0893'LOCATED 96.6 FT (29.4 M) SOUTH OF SURVEY MARK 24786 B, 20.7 FT (6.3 M)
 DP0893'NORTH OF A CHAIN LINK FENCE SOUTH CORNER POST, 18.7 FT (5.7 M) WEST OF
 DP0893'THE APPROXIMATE CENTERLINE OF A BOAT RAMP, 1.1 FT (0.3 M) EAST OF A
 DP0893'CHAIN LINK FENCE AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DP0893'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP0893'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0894 ***********************************************************************
 DP0894  DESIGNATION -  24786 B
 DP0894  PID         -  DP0894
 DP0894  STATE/COUNTY-  FL/POLK
 DP0894  COUNTRY     -  US
 DP0894  USGS QUAD   -  MULBERRY (2018)
 DP0894
 DP0894                         *CURRENT SURVEY CONTROL
 DP0894  ______________________________________________________________________
 DP0894* NAD 83(1986) POSITION- 27 58 29.9    (N) 081 54 11.4    (W)   HD_HELD2
 DP0894* NAVD 88 ORTHO HEIGHT -    31.553 (meters)      103.52  (feet) ADJUSTED
 DP0894  ______________________________________________________________________
 DP0894  GEOID HEIGHT    -        -26.036 (meters)                     GEOID18
 DP0894  DYNAMIC HEIGHT  -         31.507 (meters)      103.37  (feet) COMP
 DP0894  MODELED GRAVITY -    979,169.0   (mgal)                       NAVD 88
 DP0894
 DP0894  VERT ORDER      -  SECOND    CLASS I
 DP0894
 DP0894.The horizontal coordinates were established by autonomous hand held GPS
 DP0894.observations and have an estimated accuracy of +/- 10 meters.
 DP0894
 DP0894.The orthometric height was determined by differential leveling and
 DP0894.adjusted by the NATIONAL GEODETIC SURVEY
 DP0894.in January 2014.
 DP0894
 DP0894.No vertical observational check was made to the station.
 DP0894
 DP0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0894.GEOID18 height accuracy estimate available here.
 DP0894
 DP0894.Click photographs - Photos may exist for this station.
 DP0894
 DP0894.The dynamic height is computed by dividing the NAVD 88
 DP0894.geopotential number by the normal gravity value computed on the
 DP0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0894.degrees latitude (g = 980.6199 gals.).
 DP0894
 DP0894.The modeled gravity was interpolated from observed gravity values.
 DP0894
 DP0894;                    North         East    Units  Estimated Accuracy
 DP0894;SPC FL W     -   403,439.      209,526.      MT  (+/- 10 meters HH2 GPS)
 DP0894
 DP0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1117594758(NAD 83)
 DP0894
 DP0894                          SUPERSEDED SURVEY CONTROL
 DP0894
 DP0894.No superseded survey control is available for this station.
 DP0894
 DP0894_MARKER: DD = SURVEY DISK
 DP0894_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0894_STAMPING: 24786 B 2013
 DP0894_MARK LOGO: SWFWMD
 DP0894_PROJECTION: RECESSED 5 CENTIMETERS
 DP0894_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP0894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0894+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2013
 DP0894_ROD/PIPE-DEPTH: 9.1 meters
 DP0894
 DP0894  HISTORY     - Date     Condition        Report By
 DP0894  HISTORY     - 20130212 MONUMENTED       FLDEP
 DP0894
 DP0894                          STATION DESCRIPTION
 DP0894
 DP0894'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0894'THE MARK IS ABOUT 7.0 MI (11.3 KM) NORTHEAST OF MULBERRY, 6.5 MI (10.5
 DP0894'KM) NORTHWEST OF BARTOW, 5.3 MI (8.5 KM) SOUTH-SOUTHEAST OF LAKELAND,
 DP0894'IN SECTION 10, TOWNSHIP 29 SOUTH, RANGE 24 EAST.
 DP0894'
 DP0894'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BARTOW
 DP0894'ROAD) AND COUNTY ROAD 540 (CLUBHOUSE ROAD) IN HIGHLAND CITY, GO WEST
 DP0894'ON COUNTY ROAD 540 (CLUBHOUSE ROAD) FOR 1.45 MI (2.3 KM) TO THE
 DP0894'INTERSECTION OF TILLERY ROAD.  TURN RIGHT ON TILLERY ROAD AND GO NORTH
 DP0894'FOR 0.5 MI (0.8 KM) TO THE NORTH END OF THE BANANA LAKE PARK AND BOAT
 DP0894'RAMP AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP0894'DEPTH OF 30.0 FT (9.1 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10
 DP0894'CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DP0894'ABOUT 1.4 FT (0.4 M) BELOW THE LEVEL OF THE BOAT RAMP.
 DP0894'
 DP0894'LOCATED 96.6 FT (29.4 M) NORTH OF SURVEY MARK 24786 A, 29.7 FT (9.1 M)
 DP0894'WEST OF THE APPROXIMATE CENTERLINE OF A BOAT RAMP, 6.9 FT (2.1 M)
 DP0894'SOUTH OF A CHAIN LINK FENCE NORTH CORNER POST, 1.2 FT (0.4 M) EAST OF
 DP0894'A CHAIN LINK FENCE AND 0.8 FT (24 CM) EAST OF A CARSONITE WITNESS
 DP0894'POST.
 DP0894'
 DP0894'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP0894'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9214 ***********************************************************************
 DO9214  DESIGNATION -  24790 A
 DO9214  PID         -  DO9214
 DO9214  STATE/COUNTY-  FL/POLK
 DO9214  COUNTRY     -  US
 DO9214  USGS QUAD   -  BAIRD (2018)
 DO9214
 DO9214                         *CURRENT SURVEY CONTROL
 DO9214  ______________________________________________________________________
 DO9214* NAD 83(1986) POSITION- 27 41 54.0    (N) 081 57 29.0    (W)   HD_HELD2
 DO9214* NAVD 88 ORTHO HEIGHT -    40.709 (meters)      133.56  (feet) ADJUSTED
 DO9214  ______________________________________________________________________
 DO9214  GEOID HEIGHT    -        -25.245 (meters)                     GEOID18
 DO9214  DYNAMIC HEIGHT  -         40.648 (meters)      133.36  (feet) COMP
 DO9214  MODELED GRAVITY -    979,152.3   (mgal)                       NAVD 88
 DO9214
 DO9214  VERT ORDER      -  FIRST     CLASS II
 DO9214
 DO9214.The horizontal coordinates were established by autonomous hand held GPS
 DO9214.observations and have an estimated accuracy of +/- 10 meters.
 DO9214
 DO9214.The orthometric height was determined by differential leveling and
 DO9214.adjusted by the NATIONAL GEODETIC SURVEY
 DO9214.in December 2013.
 DO9214
 DO9214.No vertical observational check was made to the station.
 DO9214
 DO9214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9214.GEOID18 height accuracy estimate available here.
 DO9214
 DO9214.Click photographs - Photos may exist for this station.
 DO9214
 DO9214.The dynamic height is computed by dividing the NAVD 88
 DO9214.geopotential number by the normal gravity value computed on the
 DO9214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9214.degrees latitude (g = 980.6199 gals.).
 DO9214
 DO9214.The modeled gravity was interpolated from observed gravity values.
 DO9214
 DO9214;                    North         East    Units  Estimated Accuracy
 DO9214;SPC FL W     -   372,782.      204,137.      MT  (+/- 10 meters HH2 GPS)
 DO9214
 DO9214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0553864153(NAD 83)
 DO9214
 DO9214                          SUPERSEDED SURVEY CONTROL
 DO9214
 DO9214.No superseded survey control is available for this station.
 DO9214
 DO9214_MARKER: DD = SURVEY DISK
 DO9214_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9214_STAMPING: 24790 A 2013
 DO9214_MARK LOGO: SWFWMD
 DO9214_PROJECTION: RECESSED 3 CENTIMETERS
 DO9214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9214+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2013
 DO9214_ROD/PIPE-DEPTH: 9.1 meters
 DO9214
 DO9214  HISTORY     - Date     Condition        Report By
 DO9214  HISTORY     - 20130130 MONUMENTED       FLDEP
 DO9214
 DO9214                          STATION DESCRIPTION
 DO9214
 DO9214'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9214'THE MARK IS ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF BRADLEY
 DO9214'JUNCTION, 6.0 MI (9.7 KM) NORTH OF FORT GREEN, 0.8 MI (1.3 KM) NORTH
 DO9214'OF BAIRD, IN SECTION 13, TOWNSHIP 32 SOUTH, RANGE 23 EAST.
 DO9214'
 DO9214'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 37 AND COUNTY ROAD
 DO9214'630 ABOUT 12.4 MI (20.0 KM) WEST OF FORT MEADE, GO EAST ON COUNTY ROAD
 DO9214'630 FOR 1.45 MI (2.3 KM) TO THE INTERSECTION OF FORT GREEN ROAD ON THE
 DO9214'RIGHT AND OLD HIGHWAY 37 ON THE LEFT.  TURN RIGHT ON FORT GREEN ROAD
 DO9214'AND GO SOUTH FOR 3.3 MI (5.3 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM
 DO9214'ROD DRIVEN TO REFUSAL AT A DEPTH OF 30.0 FT (9.1 M) WITH AN ALUMINUM
 DO9214'DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.1
 DO9214'FT (3 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE
 DO9214'LEVEL OF FORT GREEN ROAD.
 DO9214'
 DO9214'LOCATED 71.4 FT (21.8 M) SOUTH-SOUTHEAST OF WATER MONITORING WELL
 DO9214'24790, 63.4 FT (19.3 M) SOUTH OF A RAILROAD CROSSING GATE, 52.0 FT
 DO9214'(15.8 M) WEST OF THE EAST RAIL OF THE RAILROAD TRACK, 47.2 FT (14.4 M)
 DO9214'WEST OF THE WEST RAIL OF THE RAILROAD TRACK, 1.3 FT (0.4 M) NORTH OF A
 DO9214'FENCE CORNER AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
 DO9214'
 DO9214'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9214'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9213 ***********************************************************************
 DO9213  DESIGNATION -  24790 B
 DO9213  PID         -  DO9213
 DO9213  STATE/COUNTY-  FL/POLK
 DO9213  COUNTRY     -  US
 DO9213  USGS QUAD   -  BAIRD (2018)
 DO9213
 DO9213                         *CURRENT SURVEY CONTROL
 DO9213  ______________________________________________________________________
 DO9213* NAD 83(1986) POSITION- 27 41 55.5    (N) 081 57 29.9    (W)   HD_HELD2
 DO9213* NAVD 88 ORTHO HEIGHT -    40.917 (meters)      134.24  (feet) ADJUSTED
 DO9213  ______________________________________________________________________
 DO9213  GEOID HEIGHT    -        -25.245 (meters)                     GEOID18
 DO9213  DYNAMIC HEIGHT  -         40.856 (meters)      134.04  (feet) COMP
 DO9213  MODELED GRAVITY -    979,152.3   (mgal)                       NAVD 88
 DO9213
 DO9213  VERT ORDER      -  FIRST     CLASS II
 DO9213
 DO9213.The horizontal coordinates were established by autonomous hand held GPS
 DO9213.observations and have an estimated accuracy of +/- 10 meters.
 DO9213
 DO9213.The orthometric height was determined by differential leveling and
 DO9213.adjusted by the NATIONAL GEODETIC SURVEY
 DO9213.in December 2013.
 DO9213
 DO9213.No vertical observational check was made to the station.
 DO9213
 DO9213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9213.GEOID18 height accuracy estimate available here.
 DO9213
 DO9213.Click photographs - Photos may exist for this station.
 DO9213
 DO9213.The dynamic height is computed by dividing the NAVD 88
 DO9213.geopotential number by the normal gravity value computed on the
 DO9213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9213.degrees latitude (g = 980.6199 gals.).
 DO9213
 DO9213.The modeled gravity was interpolated from observed gravity values.
 DO9213
 DO9213;                    North         East    Units  Estimated Accuracy
 DO9213;SPC FL W     -   372,828.      204,112.      MT  (+/- 10 meters HH2 GPS)
 DO9213
 DO9213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0551364199(NAD 83)
 DO9213
 DO9213                          SUPERSEDED SURVEY CONTROL
 DO9213
 DO9213.No superseded survey control is available for this station.
 DO9213
 DO9213_MARKER: DD = SURVEY DISK
 DO9213_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9213_STAMPING: 24790 B 2013
 DO9213_MARK LOGO: SWFWMD
 DO9213_PROJECTION: RECESSED 10 CENTIMETERS
 DO9213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9213+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2013
 DO9213_ROD/PIPE-DEPTH: 5.6 meters
 DO9213
 DO9213  HISTORY     - Date     Condition        Report By
 DO9213  HISTORY     - 20130130 MONUMENTED       FLDEP
 DO9213
 DO9213                          STATION DESCRIPTION
 DO9213
 DO9213'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9213'THE MARK IS ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF BRADLEY
 DO9213'JUNCTION, 6.0 MI (9.7 KM) NORTH OF FORT GREEN, 0.8 MI (1.3 KM) NORTH
 DO9213'OF BAIRD, IN SECTION 13, TOWNSHIP 32 SOUTH, RANGE 23 EAST.
 DO9213'
 DO9213'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 37 AND COUNTY ROAD
 DO9213'630 ABOUT 12.4 MI (20.0 KM) WEST OF FORT MEADE, GO EAST ON COUNTY ROAD
 DO9213'630 FOR 1.45 MI (2.3 KM) TO THE INTERSECTION OF FORT GREEN ROAD ON THE
 DO9213'RIGHT AND OLD HIGHWAY 37 ON THE LEFT.  TURN RIGHT ON FORT GREEN ROAD
 DO9213'AND GO SOUTH FOR 3.3 MI (5.3 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM
 DO9213'ROD DRIVEN TO REFUSAL AT A DEPTH OF 18.5 FT (5.6 M) WITH AN ALUMINUM
 DO9213'DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.4
 DO9213'FT (12 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE
 DO9213'LEVEL OF FORT GREEN ROAD.
 DO9213'
 DO9213'LOCATED 74.2 FT (22.6 M) NORTH-NORTHWEST OF WATER MONITORING WELL
 DO9213'24790, 33.6 FT (10.2 M) WEST OF THE APPROXIMATE CENTERLINE OF FORT
 DO9213'GREEN ROAD, 12.9 FT (3.9 M) NORTHWEST OF POWER POLE NUMBER 639-892
 DO9213'WITH 4 GUIDE WIRES ATTACHED, 1.1 FT (0.3 M) EAST OF THE BARBED WIRE
 DO9213'FENCE AND 0.9 FT (27 CM) EAST OF A CARSONITE WITNESS POST.
 DO9213'
 DO9213'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9213'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9319 ***********************************************************************
 DO9319  DESIGNATION -  24794 A
 DO9319  PID         -  DO9319
 DO9319  STATE/COUNTY-  FL/POLK
 DO9319  COUNTRY     -  US
 DO9319  USGS QUAD   -  ALTURAS (2018)
 DO9319
 DO9319                         *CURRENT SURVEY CONTROL
 DO9319  ______________________________________________________________________
 DO9319* NAD 83(1986) POSITION- 27 46 47.9    (N) 081 43 11.2    (W)   HD_HELD2
 DO9319* NAVD 88 ORTHO HEIGHT -    51.168 (meters)      167.87  (feet) ADJUSTED
 DO9319  ______________________________________________________________________
 DO9319  GEOID HEIGHT    -        -25.839 (meters)                     GEOID18
 DO9319  DYNAMIC HEIGHT  -         51.091 (meters)      167.62  (feet) COMP
 DO9319  MODELED GRAVITY -    979,156.1   (mgal)                       NAVD 88
 DO9319
 DO9319  VERT ORDER      -  FIRST     CLASS II
 DO9319
 DO9319.The horizontal coordinates were established by autonomous hand held GPS
 DO9319.observations and have an estimated accuracy of +/- 10 meters.
 DO9319
 DO9319.The orthometric height was determined by differential leveling and
 DO9319.adjusted by the NATIONAL GEODETIC SURVEY
 DO9319.in December 2013.
 DO9319
 DO9319.No vertical observational check was made to the station.
 DO9319
 DO9319.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9319.GEOID18 height accuracy estimate available here.
 DO9319
 DO9319.Click photographs - Photos may exist for this station.
 DO9319
 DO9319.The dynamic height is computed by dividing the NAVD 88
 DO9319.geopotential number by the normal gravity value computed on the
 DO9319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9319.degrees latitude (g = 980.6199 gals.).
 DO9319
 DO9319.The modeled gravity was interpolated from observed gravity values.
 DO9319
 DO9319;                    North         East    Units  Estimated Accuracy
 DO9319;SPC FL W     -   381,859.      227,617.      MT  (+/- 10 meters HH2 GPS)
 DO9319
 DO9319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2908573036(NAD 83)
 DO9319
 DO9319                          SUPERSEDED SURVEY CONTROL
 DO9319
 DO9319.No superseded survey control is available for this station.
 DO9319
 DO9319_MARKER: DD = SURVEY DISK
 DO9319_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9319_STAMPING: 24794 A 2013
 DO9319_MARK LOGO: FLDEP
 DO9319_PROJECTION: FLUSH
 DO9319_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9319+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2021
 DO9319_ROD/PIPE-DEPTH: 14.9 meters
 DO9319
 DO9319  HISTORY     - Date     Condition        Report By
 DO9319  HISTORY     - 20130215 MONUMENTED       FLDEP
 DO9319  HISTORY     - 20210510 SEE DESCRIPTION  FLDEP
 DO9319
 DO9319                          STATION DESCRIPTION
 DO9319
 DO9319'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9319'THE MARK IS ABOUT 10.0 MI (16.1 KM) NORTHWEST OF BEREAH, 6.9 MI (11.1
 DO9319'KM) EAST-SOUTHEAST OF HOMELAND, 6.3 MI (10.1 KM) SOUTH OF ALTURAS, IN
 DO9319'SECTION 16, TOWNSHIP 31 SOUTH, RANGE 26 EAST.  NOTE OWNER OF PROPERTY
 DO9319'IS GORDEN KESON 2128 J.JACKSON ROAD SOUTH.
 DO9319'
 DO9319'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, COUNTY
 DO9319'ROAD 630 AND U.S. HIGHWAY 98 IN FORT MEADE, GO EAST ON U.S. HIGHWAY 98
 DO9319'FOR 4.7 MI (7.6 KM) TO THE JUNCTION OF LAKE HENDRY ROAD ON THE LEFT.
 DO9319'TURN LEFT ON LAKE HENDRY ROAD AND GO NORTH FOR 2.5 MI (4.0 KM) TO THE
 DO9319'JUNCTION OF J.JACKSON ROAD ON THE RIGHT.  TURN RIGHT ON J.JACKSON ROAD
 DO9319'AND GO EAST FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF J.JACKSON ROAD
 DO9319'SOUTH ON THE RIGHT.  TURN RIGHT ON J.JACKSON ROAD SOUTH AND GO SOUTH
 DO9319'FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DO9319'REFUSAL AT A DEPTH OF 49.0 FT (14.9 M) WITH AN ALUMINUM DISK ATTACHED
 DO9319'AND INCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.4 FT (12 CM) BELOW
 DO9319'THE LEVEL OF THE GROUND AND LEVEL WITH J.JACKSON ROAD SOUTH.
 DO9319'
 DO9319'LOCATED 74.8 FT (22.8 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DO9319'J.JACKSON ROAD SOUTH, 23.0 FT (7.0 M) EAST OF SURVEY MARK 24794 B,
 DO9319'12.3 FT (3.7 M) SOUTHWEST OF THE SOUTHEAST CORNER OF A WOODEN DECK ON
 DO9319'THE TRAILER AND 9.6 FT (2.9 M) EAST OF AN ELECTRIC SERVICE POLE.
 DO9319'
 DO9319'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9319'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9319
 DO9319                          STATION RECOVERY (2021)
 DO9319
 DO9319'RECOVERY NOTE BY FL DEPT OF ENV PRO 2021 (GF)
 DO9319'FOUND DISK IN GOOD CONDITION, CONCRETE DOWN ABOUT 0.5 FOOT.
 DO9319'S.W.F.W.M.D. POURED NEW CONCRETE AROUND THE DISK AND RAN A CLOSED
 DO9319'LEVEL LOOP THROUGH THIS POINT AND FOUND IT TO BE 0.05 FT (2 CM) LOWER
 DO9319'THAN THE NATIONAL GEODETIC SURVEY. DATA SHEET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9318 ***********************************************************************
 DO9318  DESIGNATION -  24794 B
 DO9318  PID         -  DO9318
 DO9318  STATE/COUNTY-  FL/POLK
 DO9318  COUNTRY     -  US
 DO9318  USGS QUAD   -  ALTURAS (2018)
 DO9318
 DO9318                         *CURRENT SURVEY CONTROL
 DO9318  ______________________________________________________________________
 DO9318* NAD 83(1986) POSITION- 27 46 48.0    (N) 081 43 11.5    (W)   HD_HELD2
 DO9318* NAVD 88 ORTHO HEIGHT -    51.119 (meters)      167.71  (feet) ADJUSTED
 DO9318  ______________________________________________________________________
 DO9318  GEOID HEIGHT    -        -25.839 (meters)                     GEOID18
 DO9318  DYNAMIC HEIGHT  -         51.043 (meters)      167.46  (feet) COMP
 DO9318  MODELED GRAVITY -    979,156.1   (mgal)                       NAVD 88
 DO9318
 DO9318  VERT ORDER      -  FIRST     CLASS II
 DO9318
 DO9318.The horizontal coordinates were established by autonomous hand held GPS
 DO9318.observations and have an estimated accuracy of +/- 10 meters.
 DO9318
 DO9318.The orthometric height was determined by differential leveling and
 DO9318.adjusted by the NATIONAL GEODETIC SURVEY
 DO9318.in December 2013.
 DO9318
 DO9318.No vertical observational check was made to the station.
 DO9318
 DO9318.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9318.GEOID18 height accuracy estimate available here.
 DO9318
 DO9318.Click photographs - Photos may exist for this station.
 DO9318
 DO9318.The dynamic height is computed by dividing the NAVD 88
 DO9318.geopotential number by the normal gravity value computed on the
 DO9318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9318.degrees latitude (g = 980.6199 gals.).
 DO9318
 DO9318.The modeled gravity was interpolated from observed gravity values.
 DO9318
 DO9318;                    North         East    Units  Estimated Accuracy
 DO9318;SPC FL W     -   381,862.      227,609.      MT  (+/- 10 meters HH2 GPS)
 DO9318
 DO9318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2907773039(NAD 83)
 DO9318
 DO9318                          SUPERSEDED SURVEY CONTROL
 DO9318
 DO9318.No superseded survey control is available for this station.
 DO9318
 DO9318_MARKER: DD = SURVEY DISK
 DO9318_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9318_STAMPING: 24794 B 2013
 DO9318_MARK LOGO: SWFWMD
 DO9318_PROJECTION: RECESSED 8 CENTIMETERS
 DO9318_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9318+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2013
 DO9318_ROD/PIPE-DEPTH: 13.0 meters
 DO9318
 DO9318  HISTORY     - Date     Condition        Report By
 DO9318  HISTORY     - 20130215 MONUMENTED       FLDEP
 DO9318
 DO9318                          STATION DESCRIPTION
 DO9318
 DO9318'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9318'THE MARK IS ABOUT 10.0 MI (16.1 KM) NORTHWEST OF BEREAH, 6.9 MI (11.1
 DO9318'KM) EAST-SOUTHEAST OF HOMELAND, 6.3 MI (10.1 KM) SOUTH OF ALTURAS, IN
 DO9318'SECTION 16, TOWNSHIP 31 SOUTH, RANGE 26 EAST.  NOTE OWNER OF PROPERTY
 DO9318'IS GORDEN KESON 2128 J.JACKSON ROAD SOUTH.
 DO9318'
 DO9318'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, COUNTY
 DO9318'ROAD 630 AND U.S. HIGHWAY 98 IN FORT MEADE, GO EAST ON U.S. HIGHWAY 98
 DO9318'FOR 4.7 MI (7.6 KM) TO THE JUNCTION OF LAKE HENDRY ROAD ON THE LEFT.
 DO9318'TURN LEFT ON LAKE HENDRY ROAD AND GO NORTH FOR 2.5 MI (4.0 KM) TO THE
 DO9318'JUNCTION OF J.JACKSON ROAD ON THE RIGHT.  TURN RIGHT ON J.JACKSON ROAD
 DO9318'AND GO EAST FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF J.JACKSON ROAD
 DO9318'SOUTH ON THE RIGHT.  TURN RIGHT ON J.JACKSON ROAD SOUTH AND GO SOUTH
 DO9318'FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DO9318'REFUSAL AT A DEPTH OF 42.5 FT (13.0 M) WITH AN ALUMINUM DISK ATTACHED
 DO9318'AND INCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW
 DO9318'THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL OF
 DO9318'J.JACKSON SOUTH ROAD.
 DO9318'
 DO9318'LOCATED 51.6 FT (15.7 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DO9318'J.JACKSON ROAD SOUTH, 46.7 FT (14.2 M) EAST-NORTHEAST OF POWER POLE
 DO9318'NUMBER 19551A1, 27.4 FT (8.4 M) SOUTH OF THE SOUTHWEST CORNER OF A
 DO9318'TRAILER, 23.0 FT (7.0 M) WEST OF SURVEY MARK 24794 A, 19.6 FT (6.0 M)
 DO9318'SOUTHWEST OF THE SOUTHWEST CORNER OF A DECK ON THE TRAILER AND 15.5 FT
 DO9318'(4.7 M) WEST OF A ELECTRIC SERVICE POLE.
 DO9318'
 DO9318'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9318'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9196 ***********************************************************************
 DO9196  DESIGNATION -  24795 A
 DO9196  PID         -  DO9196
 DO9196  STATE/COUNTY-  FL/POLK
 DO9196  COUNTRY     -  US
 DO9196  USGS QUAD   -  ALTURAS (2018)
 DO9196
 DO9196                         *CURRENT SURVEY CONTROL
 DO9196  ______________________________________________________________________
 DO9196* NAD 83(1986) POSITION- 27 48 33.3    (N) 081 39 50.9    (W)   HD_HELD2
 DO9196* NAVD 88 ORTHO HEIGHT -    42.546 (meters)      139.59  (feet) ADJUSTED
 DO9196  ______________________________________________________________________
 DO9196  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 DO9196  DYNAMIC HEIGHT  -         42.482 (meters)      139.38  (feet) COMP
 DO9196  MODELED GRAVITY -    979,153.5   (mgal)                       NAVD 88
 DO9196
 DO9196  VERT ORDER      -  FIRST     CLASS II
 DO9196
 DO9196.The horizontal coordinates were established by autonomous hand held GPS
 DO9196.observations and have an estimated accuracy of +/- 10 meters.
 DO9196
 DO9196.The orthometric height was determined by differential leveling and
 DO9196.adjusted by the NATIONAL GEODETIC SURVEY
 DO9196.in December 2013.
 DO9196
 DO9196.No vertical observational check was made to the station.
 DO9196
 DO9196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9196.GEOID18 height accuracy estimate available here.
 DO9196
 DO9196.Click photographs - Photos may exist for this station.
 DO9196
 DO9196.The dynamic height is computed by dividing the NAVD 88
 DO9196.geopotential number by the normal gravity value computed on the
 DO9196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9196.degrees latitude (g = 980.6199 gals.).
 DO9196
 DO9196.The modeled gravity was interpolated from observed gravity values.
 DO9196
 DO9196;                    North         East    Units  Estimated Accuracy
 DO9196;SPC FL W     -   385,117.      233,092.      MT  (+/- 10 meters HH2 GPS)
 DO9196
 DO9196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3458476249(NAD 83)
 DO9196
 DO9196                          SUPERSEDED SURVEY CONTROL
 DO9196
 DO9196.No superseded survey control is available for this station.
 DO9196
 DO9196_MARKER: F = FLANGE-ENCASED ROD
 DO9196_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9196_STAMPING: 24795 A 2013
 DO9196_MARK LOGO: SWFWMD
 DO9196_PROJECTION: RECESSED 5 CENTIMETERS
 DO9196_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9196+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2013
 DO9196_ROD/PIPE-DEPTH: 7.8 meters
 DO9196
 DO9196  HISTORY     - Date     Condition        Report By
 DO9196  HISTORY     - 20130303 MONUMENTED       FLDEP
 DO9196
 DO9196                          STATION DESCRIPTION
 DO9196
 DO9196'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9196'THE MARK IS ABOUT 8.8 MI (14.2 KM) WEST OF BABSON PARK, 7.9 MI (12.7
 DO9196'KM) SOUTHWEST OF LAKE WALES, 5.3 MI (8.5 KM) SOUTHEAST OF ALTURAS, IN
 DO9196'SECTION 1, TOWNSHIP 31 SOUTH, RANGE 26 EAST.
 DO9196'
 DO9196'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 OVERPASS
 DO9196'AND U.S. HIGHWAY 27 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.9
 DO9196'MI (6.3 KM) TO THE INTERSECTION OF COUNTY ROAD 640 (ALTURAS BABSON
 DO9196'PARK CUTOFF ROAD).  TURN RIGHT ON COUNTY ROAD 640 (ALTURAS BABSON PARK
 DO9196'CUTOFF ROAD) AND GO WEST FOR 3.5 MI (5.6 KM) TO THE JUNCTION OF LAKE
 DO9196'BUFFUM ROAD EAST ON THE LEFT.  TURN LEFT ON LAKE BUFFUM ROAD EAST AND
 DO9196'GO SOUTH FOR 1.75 MI (2.8 KM) TO THE Y-JUNCTION OF LAKE BUFFUM ROAD
 DO9196'NORTH ON THE RIGHT AND LAKE BUFFUM ROAD EAST ON THE LEFT, BEAR RIGHT
 DO9196'ON LAKE BUFFUM ROAD NORTH AND GO WEST FOR 1.4 MI (2.3 KM) TO THE
 DO9196'JUNCTION OF MCCOY ROAD ON THE LEFT.  TURN LEFT ON MCCOY ROAD AND GO
 DO9196'SOUTH AND EAST FOR 0.45 MI (0.7 KM) TO THE MARK ON THE RIGHT, AN
 DO9196'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 25.5 FT (7.8 M) WITH AN
 DO9196'ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE,
 DO9196'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 3.0 FT (0.9
 DO9196'M) BELOW THE LEVEL OF MCCOY ROAD.
 DO9196'
 DO9196'LOCATED 130.5 FT (39.8 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DO9196'OF THE CONCRETE DRIVEWAY AT ADDRESS 8410 MCCOY ROAD, 53.5 FT (16.3 M)
 DO9196'EAST-SOUTHEAST OF SURVEY MARK 24795 B, 23.2 FT (7.1 M) SOUTH-SOUTHEAST
 DO9196'OF THE APPROXIMATE CENTERLINE OF MCCOY ROAD, 2.1 FT (0.6 M)
 DO9196'NORTH-NORTHEAST OF THE HOG WIRE FENCE AND 1.8 FT (0.5 M)
 DO9196'NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DO9196'
 DO9196'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9196'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9195 ***********************************************************************
 DO9195  DESIGNATION -  24795 B
 DO9195  PID         -  DO9195
 DO9195  STATE/COUNTY-  FL/POLK
 DO9195  COUNTRY     -  US
 DO9195  USGS QUAD   -  ALTURAS (2018)
 DO9195
 DO9195                         *CURRENT SURVEY CONTROL
 DO9195  ______________________________________________________________________
 DO9195* NAD 83(1986) POSITION- 27 48 32.9    (N) 081 39 50.9    (W)   HD_HELD2
 DO9195* NAVD 88 ORTHO HEIGHT -    42.426 (meters)      139.19  (feet) ADJUSTED
 DO9195  ______________________________________________________________________
 DO9195  GEOID HEIGHT    -        -26.056 (meters)                     GEOID18
 DO9195  DYNAMIC HEIGHT  -         42.362 (meters)      138.98  (feet) COMP
 DO9195  MODELED GRAVITY -    979,153.5   (mgal)                       NAVD 88
 DO9195
 DO9195  VERT ORDER      -  FIRST     CLASS II
 DO9195
 DO9195.The horizontal coordinates were established by autonomous hand held GPS
 DO9195.observations and have an estimated accuracy of +/- 10 meters.
 DO9195
 DO9195.The orthometric height was determined by differential leveling and
 DO9195.adjusted by the NATIONAL GEODETIC SURVEY
 DO9195.in December 2013.
 DO9195
 DO9195.No vertical observational check was made to the station.
 DO9195
 DO9195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9195.GEOID18 height accuracy estimate available here.
 DO9195
 DO9195.Click photographs - Photos may exist for this station.
 DO9195
 DO9195.The dynamic height is computed by dividing the NAVD 88
 DO9195.geopotential number by the normal gravity value computed on the
 DO9195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9195.degrees latitude (g = 980.6199 gals.).
 DO9195
 DO9195.The modeled gravity was interpolated from observed gravity values.
 DO9195
 DO9195;                    North         East    Units  Estimated Accuracy
 DO9195;SPC FL W     -   385,105.      233,092.      MT  (+/- 10 meters HH2 GPS)
 DO9195
 DO9195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3458476236(NAD 83)
 DO9195
 DO9195                          SUPERSEDED SURVEY CONTROL
 DO9195
 DO9195.No superseded survey control is available for this station.
 DO9195
 DO9195_MARKER: F = FLANGE-ENCASED ROD
 DO9195_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9195_STAMPING: 24795 B 2013
 DO9195_MARK LOGO: SWFWMD
 DO9195_PROJECTION: RECESSED 8 CENTIMETERS
 DO9195_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9195+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2013
 DO9195_ROD/PIPE-DEPTH: 4.5 meters
 DO9195
 DO9195  HISTORY     - Date     Condition        Report By
 DO9195  HISTORY     - 20130303 MONUMENTED       FLDEP
 DO9195
 DO9195                          STATION DESCRIPTION
 DO9195
 DO9195'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9195'THE MARK IS ABOUT 8.8 MI (14.2 KM) WEST OF BABSON PARK, 7.9 MI (12.7
 DO9195'KM) SOUTHWEST OF LAKE WALES, 5.3 MI (8.5 KM) SOUTHEAST OF ALTURAS, IN
 DO9195'SECTION 1, TOWNSHIP 31 SOUTH, RANGE 26 EAST.
 DO9195'
 DO9195'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 OVERPASS
 DO9195'AND U.S. HIGHWAY 27 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.9
 DO9195'MI (6.3 KM) TO THE INTERSECTION OF COUNTY ROAD 640 (ALTURAS BABSON
 DO9195'PARK CUTOFF ROAD).  TURN RIGHT ON COUNTY ROAD 640 (ALTURAS BABSON PARK
 DO9195'CUTOFF ROAD) AND GO WEST FOR 3.5 MI (5.6 KM) TO THE JUNCTION OF LAKE
 DO9195'BUFFUM ROAD EAST ON THE LEFT.  TURN LEFT ON LAKE BUFFUM ROAD EAST AND
 DO9195'GO SOUTH FOR 1.75 MI (2.8 KM) TO THE Y-JUNCTION OF LAKE BUFFUM ROAD
 DO9195'NORTH ON THE RIGHT AND LAKE BUFFUM ROAD EAST ON THE LEFT, BEAR RIGHT
 DO9195'ON LAKE BUFFUM ROAD NORTH AND GO WEST FOR 1.4 MI (2.3 KM) TO THE
 DO9195'JUNCTION OF MCCOY ROAD ON THE LEFT.  TURN LEFT ON MCCOY ROAD AND GO
 DO9195'SOUTH AND EAST FOR 0.45 MI (0.7 KM) TO THE MARK ON THE RIGHT, AN
 DO9195'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 14.6 FT (4.5 M) WITH AN
 DO9195'ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE,
 DO9195'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 3.0 FT (0.9
 DO9195'M) BELOW THE LEVEL OF MCCOY ROAD.
 DO9195'
 DO9195'LOCATED 77.0 FT (23.5 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DO9195'OF CONCRETE DRIVEWAY ADDRESS 8410 MCCOY ROAD, 53.5 FT (16.3 M)
 DO9195'WEST-NORTHWEST OF SURVEY MARK 24795 A, 23.1 FT (7.0 M) SOUTH-SOUTHWEST
 DO9195'OF THE APPROXIMATE CENTERLINE OF MCCOY ROAD, 2.0 FT (0.6 M)
 DO9195'NORTH-NORTHEAST OF THE HOG WIRE FENCE AND 1.6 FT (0.5 M)
 DO9195'NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DO9195'
 DO9195'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9195'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0082 ***********************************************************************
 AL0082  DESIGNATION -  248
 AL0082  PID         -  AL0082
 AL0082  STATE/COUNTY-  FL/PINELLAS
 AL0082  COUNTRY     -  US
 AL0082  USGS QUAD   -  OLDSMAR (2018)
 AL0082
 AL0082                         *CURRENT SURVEY CONTROL
 AL0082  ______________________________________________________________________
 AL0082* NAD 83(1986) POSITION- 28 03 55.     (N) 082 44 23.     (W)   SCALED
 AL0082* NAVD 88 ORTHO HEIGHT -    18.100 (meters)       59.38  (feet) ADJUSTED
 AL0082  ______________________________________________________________________
 AL0082  GEOID HEIGHT    -        -24.929 (meters)                     GEOID18
 AL0082  DYNAMIC HEIGHT  -         18.074 (meters)       59.30  (feet) COMP
 AL0082  MODELED GRAVITY -    979,189.1   (mgal)                       NAVD 88
 AL0082
 AL0082  VERT ORDER      -  SECOND    CLASS II
 AL0082
 AL0082.The horizontal coordinates were scaled from a map and have
 AL0082.an estimated accuracy of +/- 6 seconds.
 AL0082
 AL0082.The orthometric height was determined by differential leveling and
 AL0082.adjusted by the NATIONAL GEODETIC SURVEY
 AL0082.in June 1991.
 AL0082
 AL0082.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0082.GEOID18 height accuracy estimate available here.
 AL0082
 AL0082.Click photographs - Photos may exist for this station.
 AL0082
 AL0082.The dynamic height is computed by dividing the NAVD 88
 AL0082.geopotential number by the normal gravity value computed on the
 AL0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0082.degrees latitude (g = 980.6199 gals.).
 AL0082
 AL0082.The modeled gravity was interpolated from observed gravity values.
 AL0082
 AL0082;                    North         East    Units  Estimated Accuracy
 AL0082;SPC FL W     -   413,660.      127,290.      MT  (+/- 180 meters Scaled)
 AL0082
 AL0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290056(NAD 83)
 AL0082
 AL0082                          SUPERSEDED SURVEY CONTROL
 AL0082
 AL0082  NGVD 29 (??/??/92)   18.359  (m)           60.23   (f) ADJ UNCH    2 2
 AL0082
 AL0082.Superseded values are not recommended for survey control.
 AL0082
 AL0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0082.See file dsdata.pdf to determine how the superseded data were derived.
 AL0082
 AL0082_MARKER: DD = SURVEY DISK
 AL0082_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0082_SP_SET: CULVERT HEADWALL
 AL0082_STAMPING: 248
 AL0082_MARK LOGO: FLSRD
 AL0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0082+STABILITY: SURFACE MOTION
 AL0082
 AL0082  HISTORY     - Date     Condition        Report By
 AL0082  HISTORY     - UNK      MONUMENTED       FLHD
 AL0082  HISTORY     - 1976     GOOD             FLDT
 AL0082  HISTORY     - 1984     GOOD             USPSQD
 AL0082
 AL0082                          STATION DESCRIPTION
 AL0082
 AL0082'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0082'4.5 MI S FROM TARPON SPRINGS.
 AL0082'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0082'584, RUN SOUTHERLY ON U.S. 19 FOR 0.2 MILE.  STATION ON LEFT,
 AL0082'69.5 FT. EAST OF THE CENTERLINE OF U.S. 19.  SET IN TOP OF THE
 AL0082'CONCRETE HEADWALL.  SECTION 7, T28S, R16E.
 AL0082
 AL0082                          STATION RECOVERY (1984)
 AL0082
 AL0082'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9187 ***********************************************************************
 DO9187  DESIGNATION -  24801 A
 DO9187  PID         -  DO9187
 DO9187  STATE/COUNTY-  FL/POLK
 DO9187  COUNTRY     -  US
 DO9187  USGS QUAD   -  HOMELAND (2018)
 DO9187
 DO9187                         *CURRENT SURVEY CONTROL
 DO9187  ______________________________________________________________________
 DO9187* NAD 83(1986) POSITION- 27 45 51.8    (N) 081 47 10.3    (W)   HD_HELD2
 DO9187* NAVD 88 ORTHO HEIGHT -    37.170 (meters)      121.95  (feet) ADJUSTED
 DO9187  ______________________________________________________________________
 DO9187  GEOID HEIGHT    -        -25.665 (meters)                     GEOID18
 DO9187  DYNAMIC HEIGHT  -         37.114 (meters)      121.76  (feet) COMP
 DO9187  MODELED GRAVITY -    979,158.2   (mgal)                       NAVD 88
 DO9187
 DO9187  VERT ORDER      -  FIRST     CLASS II
 DO9187
 DO9187.The horizontal coordinates were established by autonomous hand held GPS
 DO9187.observations and have an estimated accuracy of +/- 10 meters.
 DO9187
 DO9187.The orthometric height was determined by differential leveling and
 DO9187.adjusted by the NATIONAL GEODETIC SURVEY
 DO9187.in December 2013.
 DO9187
 DO9187.No vertical observational check was made to the station.
 DO9187
 DO9187.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9187.GEOID18 height accuracy estimate available here.
 DO9187
 DO9187.Click photographs - Photos may exist for this station.
 DO9187
 DO9187.The dynamic height is computed by dividing the NAVD 88
 DO9187.geopotential number by the normal gravity value computed on the
 DO9187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9187.degrees latitude (g = 980.6199 gals.).
 DO9187
 DO9187.The modeled gravity was interpolated from observed gravity values.
 DO9187
 DO9187;                    North         East    Units  Estimated Accuracy
 DO9187;SPC FL W     -   380,119.      221,075.      MT  (+/- 10 meters HH2 GPS)
 DO9187
 DO9187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2253071350(NAD 83)
 DO9187
 DO9187                          SUPERSEDED SURVEY CONTROL
 DO9187
 DO9187.No superseded survey control is available for this station.
 DO9187
 DO9187_MARKER: DD = SURVEY DISK
 DO9187_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9187_STAMPING: 24801 A 2013
 DO9187_MARK LOGO: SWFWMD
 DO9187_PROJECTION: RECESSED
 DO9187_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9187+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2013
 DO9187_ROD/PIPE-DEPTH: 7.6 meters
 DO9187
 DO9187  HISTORY     - Date     Condition        Report By
 DO9187  HISTORY     - 20130215 MONUMENTED       FLDEP
 DO9187
 DO9187                          STATION DESCRIPTION
 DO9187
 DO9187'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9187'THE MARK IS ABOUT 9.0 MI (14.5 KM) NORTH-NORTHEAST OF BOWLING GREEN,
 DO9187'8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF ALTURAS, 4.3 MI (6.9 KM)
 DO9187'SOUTH-SOUTHEAST OF HOMELAND, IN SECTION 23, TOWNSHIP 31 SOUTH, RANGE
 DO9187'25 EAST.
 DO9187'
 DO9187'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, U.S.
 DO9187'HIGHWAY 98 AND STATE ROAD 630 IN FORT MEADE, GO NORTH ON U.S. HIGHWAY
 DO9187'17 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION OF NINTH STREET NORTHEAST.
 DO9187'TURN RIGHT ON NINTH STREET NORTHEAST AND GO EAST FOR 1.3 MI (2.1 KM)
 DO9187'TO THE INTERSECTION OF EDGEWOOD DRIVE NORTH (THIS IS ALSO THE ENTRANCE
 DO9187'ROAD TO THE AUDE HARRELL FIELD PARK).  TURN LEFT ON THE ENTRANCE ROAD
 DO9187'AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE FIRST PARKING AREA ON THE
 DO9187'LEFT.  TURN LEFT AND GO WEST FOR ABOUT 340.0 FT (103.6 M) ON THE DIM
 DO9187'TRACK ROAD TO A GATE, PASSING THROUGH THE GATE.  CONTINUE WEST ON THE
 DO9187'DIM TRACK ROAD FOR ABOUT 300.0 FT (91.4 M) TO THE MARK, AN ALUMINUM
 DO9187'ROD DRIVEN TO REFUSAL AT A DEPTH OF 25.0 FT (7.6 M) WITH AN ALUMINUM
 DO9187'DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE, THE MARK IS
 DO9187'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND.
 DO9187'
 DO9187'LOCATED 61.6 FT (18.8 M) NORTH OF SURVEY MARK 24801 B, 36.0 FT (11.0
 DO9187'M) WEST OF A WATER MONITORING WELL IN A 3.0 FT (0.9 M) X 3.0 FT (0.9
 DO9187'M) CHAIN LINK FENCED AREA, 27.6 FT (8.4 M) NORTHWEST OF A WATER
 DO9187'MONITORING WELL IN A 3.0 FT (0.9 M) X 3.0 FT (0.9 M) CHAIN LINK FENCED
 DO9187'AREA, 1.4 FT (0.4 M) EAST OF THE BARB WIRE FENCE AND 1.0 FT (0.3 M)
 DO9187'EAST OF A CARSONITE WITNESS POST.
 DO9187'
 DO9187'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9187'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9186 ***********************************************************************
 DO9186  DESIGNATION -  24801 B
 DO9186  PID         -  DO9186
 DO9186  STATE/COUNTY-  FL/POLK
 DO9186  COUNTRY     -  US
 DO9186  USGS QUAD   -  HOMELAND (2018)
 DO9186
 DO9186                         *CURRENT SURVEY CONTROL
 DO9186  ______________________________________________________________________
 DO9186* NAD 83(1986) POSITION- 27 45 51.2    (N) 081 47 10.3    (W)   HD_HELD2
 DO9186* NAVD 88 ORTHO HEIGHT -    37.033 (meters)      121.50  (feet) ADJUSTED
 DO9186  ______________________________________________________________________
 DO9186  GEOID HEIGHT    -        -25.665 (meters)                     GEOID18
 DO9186  DYNAMIC HEIGHT  -         36.978 (meters)      121.32  (feet) COMP
 DO9186  MODELED GRAVITY -    979,158.2   (mgal)                       NAVD 88
 DO9186
 DO9186  VERT ORDER      -  FIRST     CLASS II
 DO9186
 DO9186.The horizontal coordinates were established by autonomous hand held GPS
 DO9186.observations and have an estimated accuracy of +/- 10 meters.
 DO9186
 DO9186.The orthometric height was determined by differential leveling and
 DO9186.adjusted by the NATIONAL GEODETIC SURVEY
 DO9186.in December 2013.
 DO9186
 DO9186.No vertical observational check was made to the station.
 DO9186
 DO9186.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9186.GEOID18 height accuracy estimate available here.
 DO9186
 DO9186.Click photographs - Photos may exist for this station.
 DO9186
 DO9186.The dynamic height is computed by dividing the NAVD 88
 DO9186.geopotential number by the normal gravity value computed on the
 DO9186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9186.degrees latitude (g = 980.6199 gals.).
 DO9186
 DO9186.The modeled gravity was interpolated from observed gravity values.
 DO9186
 DO9186;                    North         East    Units  Estimated Accuracy
 DO9186;SPC FL W     -   380,101.      221,075.      MT  (+/- 10 meters HH2 GPS)
 DO9186
 DO9186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2253071332(NAD 83)
 DO9186
 DO9186                          SUPERSEDED SURVEY CONTROL
 DO9186
 DO9186.No superseded survey control is available for this station.
 DO9186
 DO9186_MARKER: DD = SURVEY DISK
 DO9186_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9186_STAMPING: 24801 B 2013
 DO9186_MARK LOGO: SWFWMD
 DO9186_PROJECTION: RECESSED
 DO9186_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9186+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2013
 DO9186_ROD/PIPE-DEPTH: 15.8 meters
 DO9186
 DO9186  HISTORY     - Date     Condition        Report By
 DO9186  HISTORY     - 20130228 MONUMENTED       FLDEP
 DO9186
 DO9186                          STATION DESCRIPTION
 DO9186
 DO9186'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9186'THE MARK IS ABOUT 9.0 MI (14.5 KM) NORTH-NORTHEAST OF BOWLING GREEN,
 DO9186'8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF ALTURAS, 4.4 MI (7.1 KM)
 DO9186'SOUTH-SOUTHEAST OF HOMELAND, IN SECTION 23, TOWNSHIP 31 SOUTH, RANGE
 DO9186'25 EAST.
 DO9186'
 DO9186'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, U.S.
 DO9186'HIGHWAY 98 AND STATE ROAD 630 IN FORT MEADE, GO NORTH ON U.S. HIGHWAY
 DO9186'17 FOR 0.7 MI (1.1 KM) TO THE INTERSECTION OF NINTH STREET NORTHEAST.
 DO9186'TURN RIGHT ON NINTH STREET NORTHEAST AND GO EAST FOR 1.3 MI (2.1 KM)
 DO9186'TO THE INTERSECTION OF EDGEWOOD DRIVE NORTH (THIS IS ALSO THE ENTRANCE
 DO9186'ROAD TO THE AUDE HARRELL FIELD PARK).  TURN LEFT ON THE ENTRANCE ROAD
 DO9186'AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE FIRST PARKING AREA ON THE
 DO9186'LEFT.  TURN LEFT AND GO WEST FOR ABOUT 340.0 FT (103.6 M) ON THE DIM
 DO9186'TRACK ROAD TO A GATE, PASSING THROUGH THE GATE.  CONTINUE WEST ON THE
 DO9186'DIM TRACK ROAD FOR ABOUT 300.0 FT (91.4 M) TO THE MARK, AN ALUMINUM
 DO9186'ROD DRIVEN TO REFUSAL AT A DEPTH OF 52.0 FT (15.8 M) WITH AN ALUMINUM
 DO9186'DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT
 DO9186'(6 CM) BELOW THE GROUND.
 DO9186'
 DO9186'LOCATED 61.6 FT (18.8 M) SOUTH OF SURVEY MARK 24801 A, 28.6 FT (8.7 M)
 DO9186'WEST OF THE EASTERN MOST WATER MONITORING WELL, 30.7 FT (9.4 M) SOUTH
 DO9186'OF A WATER MONITORING WELL NOT IN THE FENCED AREA, 1.7 FT (0.5 M)
 DO9186'NORTH OF THE CHAIN LINK FENCE AND 1.0 FT (0.3 M) NORTH OF A CARSONITE
 DO9186'WITNESS POST.
 DO9186'
 DO9186'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9186'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9184 ***********************************************************************
 DO9184  DESIGNATION -  24805 A
 DO9184  PID         -  DO9184
 DO9184  STATE/COUNTY-  FL/POLK
 DO9184  COUNTRY     -  US
 DO9184  USGS QUAD   -  HOMELAND (2018)
 DO9184
 DO9184                         *CURRENT SURVEY CONTROL
 DO9184  ______________________________________________________________________
 DO9184* NAD 83(1986) POSITION- 27 45 05.5    (N) 081 47 02.2    (W)   HD_HELD2
 DO9184* NAVD 88 ORTHO HEIGHT -    32.864 (meters)      107.82  (feet) ADJUSTED
 DO9184  ______________________________________________________________________
 DO9184  GEOID HEIGHT    -        -25.643 (meters)                     GEOID18
 DO9184  DYNAMIC HEIGHT  -         32.815 (meters)      107.66  (feet) COMP
 DO9184  MODELED GRAVITY -    979,157.1   (mgal)                       NAVD 88
 DO9184
 DO9184  VERT ORDER      -  FIRST     CLASS II
 DO9184
 DO9184.The horizontal coordinates were established by autonomous hand held GPS
 DO9184.observations and have an estimated accuracy of +/- 10 meters.
 DO9184
 DO9184.The orthometric height was determined by differential leveling and
 DO9184.adjusted by the NATIONAL GEODETIC SURVEY
 DO9184.in December 2013.
 DO9184
 DO9184.No vertical observational check was made to the station.
 DO9184
 DO9184.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9184.GEOID18 height accuracy estimate available here.
 DO9184
 DO9184.Click photographs - Photos may exist for this station.
 DO9184
 DO9184.The dynamic height is computed by dividing the NAVD 88
 DO9184.geopotential number by the normal gravity value computed on the
 DO9184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9184.degrees latitude (g = 980.6199 gals.).
 DO9184
 DO9184.The modeled gravity was interpolated from observed gravity values.
 DO9184
 DO9184;                    North         East    Units  Estimated Accuracy
 DO9184;SPC FL W     -   378,694.      221,299.      MT  (+/- 10 meters HH2 GPS)
 DO9184
 DO9184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2274369924(NAD 83)
 DO9184
 DO9184                          SUPERSEDED SURVEY CONTROL
 DO9184
 DO9184.No superseded survey control is available for this station.
 DO9184
 DO9184_MARKER: DD = SURVEY DISK
 DO9184_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9184_STAMPING: 24805 A 2013
 DO9184_MARK LOGO: SWFWMD
 DO9184_PROJECTION: FLUSH
 DO9184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9184_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9184+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2013
 DO9184_ROD/PIPE-DEPTH: 7.3 meters
 DO9184
 DO9184  HISTORY     - Date     Condition        Report By
 DO9184  HISTORY     - 20130215 MONUMENTED       FLDEP
 DO9184
 DO9184                          STATION DESCRIPTION
 DO9184
 DO9184'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9184'THE MARK IS ABOUT 9.3 MI (15.0 KM) SOUTH-SOUTHWEST OF ALTURAS, 8.2 MI
 DO9184'(13.2 KM) NORTH-NORTHEAST OF BOWLING GREEN, 5.2 MI (8.4 KM)
 DO9184'SOUTH-SOUTHEAST OF HOMELAND, IN SECTION 26, TOWNSHIP 31 SOUTH, RANGE
 DO9184'25 EAST.
 DO9184'
 DO9184'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, COUNTY
 DO9184'ROAD 630 AND U.S. HIGHWAY 98 (E.BROADWAY) IN FORT MEADE, GO EAST ON
 DO9184'U.S. HIGHWAY 98 (E.BROADWAY) FOR 1.0 MI (1.6 KM) TO THE INTERSECTION
 DO9184'OF EDGEWOOD NORTH AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DO9184'REFUSAL AT A DEPTH OF 23.8 FT (7.3 M) WITH AN ALUMINUM DISK ATTACHED
 DO9184'AND INCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND 1.2
 DO9184'FT (0.4 M) ABOVE THE LEVEL OF U.S. HIGHWAY 98.
 DO9184'
 DO9184'LOCATED 173.0 FT (52.7 M) EAST OF SURVEY MARK 24805 B, 51.0 FT (15.5
 DO9184'M) NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 98
 DO9184'(E.BROADWAY), 36.8 FT (11.2 M) NORTH OF THE EDGE OF THE PAVEMENT, 1.2
 DO9184'FT (0.4 M) SOUTH OF THE BARBWIRE FENCE AND 1.0 FT (0.3 M) SOUTH OF A
 DO9184'CARSONITE WITNESS POST.
 DO9184'
 DO9184'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9184'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9183 ***********************************************************************
 DO9183  DESIGNATION -  24805 B
 DO9183  PID         -  DO9183
 DO9183  STATE/COUNTY-  FL/POLK
 DO9183  COUNTRY     -  US
 DO9183  USGS QUAD   -  HOMELAND (2018)
 DO9183
 DO9183                         *CURRENT SURVEY CONTROL
 DO9183  ______________________________________________________________________
 DO9183* NAD 83(1986) POSITION- 27 45 05.4    (N) 081 47 04.0    (W)   HD_HELD2
 DO9183* NAVD 88 ORTHO HEIGHT -    33.262 (meters)      109.13  (feet) ADJUSTED
 DO9183  ______________________________________________________________________
 DO9183  GEOID HEIGHT    -        -25.642 (meters)                     GEOID18
 DO9183  DYNAMIC HEIGHT  -         33.212 (meters)      108.96  (feet) COMP
 DO9183  MODELED GRAVITY -    979,157.1   (mgal)                       NAVD 88
 DO9183
 DO9183  VERT ORDER      -  FIRST     CLASS II
 DO9183
 DO9183.The horizontal coordinates were established by autonomous hand held GPS
 DO9183.observations and have an estimated accuracy of +/- 10 meters.
 DO9183
 DO9183.The orthometric height was determined by differential leveling and
 DO9183.adjusted by the NATIONAL GEODETIC SURVEY
 DO9183.in December 2013.
 DO9183
 DO9183.No vertical observational check was made to the station.
 DO9183
 DO9183.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9183.GEOID18 height accuracy estimate available here.
 DO9183
 DO9183.Click photographs - Photos may exist for this station.
 DO9183
 DO9183.The dynamic height is computed by dividing the NAVD 88
 DO9183.geopotential number by the normal gravity value computed on the
 DO9183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9183.degrees latitude (g = 980.6199 gals.).
 DO9183
 DO9183.The modeled gravity was interpolated from observed gravity values.
 DO9183
 DO9183;                    North         East    Units  Estimated Accuracy
 DO9183;SPC FL W     -   378,691.      221,250.      MT  (+/- 10 meters HH2 GPS)
 DO9183
 DO9183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2269369921(NAD 83)
 DO9183
 DO9183                          SUPERSEDED SURVEY CONTROL
 DO9183
 DO9183.No superseded survey control is available for this station.
 DO9183
 DO9183_MARKER: DD = SURVEY DISK
 DO9183_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9183_STAMPING: 24805 B 2013
 DO9183_MARK LOGO: SWFWMD
 DO9183_PROJECTION: RECESSED
 DO9183_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9183_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9183_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9183+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2013
 DO9183_ROD/PIPE-DEPTH: 5.5 meters
 DO9183
 DO9183  HISTORY     - Date     Condition        Report By
 DO9183  HISTORY     - 20130215 MONUMENTED       FLDEP
 DO9183
 DO9183                          STATION DESCRIPTION
 DO9183
 DO9183'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9183'THE MARK IS ABOUT 9.3 MI (15.0 KM) SOUTH-SOUTHWEST OF ALTURAS, 8.2 MI
 DO9183'(13.2 KM) NORTH-NORTHEAST OF BOWLING GREEN, 5.2 MI (8.4 KM)
 DO9183'SOUTH-SOUTHEAST OF HOMELAND, IN SECTION 26, TOWNSHIP 31 SOUTH, RANGE
 DO9183'25 EAST.
 DO9183'
 DO9183'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, COUNTY
 DO9183'ROAD 630 AND U.S. HIGHWAY 98 (E.BROADWAY) IN FORT MEADE, GO EAST ON
 DO9183'U.S. HIGHWAY 98 (E.BROADWAY) FOR 1.0 MI (1.6 KM) TO THE INTERSECTION
 DO9183'OF EDGEWOOD NORTH AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DO9183'REFUSAL AT A DEPTH OF 18.0 FT (5.5 M) WITH AN ALUMINUM DISK ATTACHED
 DO9183'AND INCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW
 DO9183'THE LEVEL OF THE GROUND AND 0.8 FT (24 CM) ABOVE THE LEVEL OF U.S.
 DO9183'HIGHWAY 98.
 DO9183'
 DO9183'LOCATED 173.0 FT (52.7 M) WEST OF SURVEY MARK 24805 A, 70.6 FT (21.5
 DO9183'M) NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 98
 DO9183'(E.BROADWAY), 44.5 FT (13.6 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DO9183'EDGEWOOD NORTH, 1.9 FT (0.6 M) SOUTH OF THE OLD BARB WIRE FENCE AND
 DO9183'1.2 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DO9183'
 DO9183'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9183'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9700 ***********************************************************************
 DO9700  DESIGNATION -  24810 A
 DO9700  PID         -  DO9700
 DO9700  STATE/COUNTY-  FL/POLK
 DO9700  COUNTRY     -  US
 DO9700  USGS QUAD   -  ALTURAS (2018)
 DO9700
 DO9700                         *CURRENT SURVEY CONTROL
 DO9700  ______________________________________________________________________
 DO9700* NAD 83(1986) POSITION- 27 50 06.2    (N) 081 41 56.7    (W)   HD_HELD2
 DO9700* NAVD 88 ORTHO HEIGHT -    40.566 (meters)      133.09  (feet) ADJUSTED
 DO9700  ______________________________________________________________________
 DO9700  GEOID HEIGHT    -        -26.049 (meters)                     GEOID18
 DO9700  DYNAMIC HEIGHT  -         40.506 (meters)      132.89  (feet) COMP
 DO9700  MODELED GRAVITY -    979,157.3   (mgal)                       NAVD 88
 DO9700
 DO9700  VERT ORDER      -  SECOND    CLASS I
 DO9700
 DO9700.The horizontal coordinates were established by autonomous hand held GPS
 DO9700.observations and have an estimated accuracy of +/- 10 meters.
 DO9700
 DO9700.The orthometric height was determined by differential leveling and
 DO9700.adjusted by the NATIONAL GEODETIC SURVEY
 DO9700.in January 2014.
 DO9700
 DO9700.No vertical observational check was made to the station.
 DO9700
 DO9700.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9700.GEOID18 height accuracy estimate available here.
 DO9700
 DO9700.Click photographs - Photos may exist for this station.
 DO9700
 DO9700.The dynamic height is computed by dividing the NAVD 88
 DO9700.geopotential number by the normal gravity value computed on the
 DO9700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9700.degrees latitude (g = 980.6199 gals.).
 DO9700
 DO9700.The modeled gravity was interpolated from observed gravity values.
 DO9700
 DO9700;                    North         East    Units  Estimated Accuracy
 DO9700;SPC FL W     -   387,968.      229,642.      MT  (+/- 10 meters HH2 GPS)
 DO9700
 DO9700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3115979126(NAD 83)
 DO9700
 DO9700                          SUPERSEDED SURVEY CONTROL
 DO9700
 DO9700.No superseded survey control is available for this station.
 DO9700
 DO9700_MARKER: DD = SURVEY DISK
 DO9700_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9700_STAMPING: 24810 A 2013
 DO9700_MARK LOGO: SWFWMD
 DO9700_PROJECTION: RECESSED 5 CENTIMETERS
 DO9700_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9700_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9700+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2013
 DO9700_ROD/PIPE-DEPTH: 8.1 meters
 DO9700
 DO9700  HISTORY     - Date     Condition        Report By
 DO9700  HISTORY     - 20130303 MONUMENTED       FLDEP
 DO9700
 DO9700                          STATION DESCRIPTION
 DO9700
 DO9700'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9700'THE MARK IS ABOUT 8.3 MI (13.4 KM) WEST-SOUTHWEST OF LAKE WALES, 7.8
 DO9700'MI (12.6 KM) EAST OF HOMELAND, 2.7 MI (4.3 KM) SOUTH-SOUTHEAST OF
 DO9700'ALTURAS, IN SECTION 34, TOWNSHIP 30 SOUTH, RANGE 26 EAST.
 DO9700'
 DO9700'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO9700'ROAD 640 (GARFIELD ROAD) IN HOMELAND, GO EAST ON COUNTY ROAD 640
 DO9700'(HOMELAND-GARFIELD ROAD) FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF COUNTY
 DO9700'ROAD 559 ON THE LEFT.  TURN LEFT ON COUNTY ROAD 559 AND GO NORTH FOR
 DO9700'2.5 MI (4.0 KM) TO THE INTERSECTION OF SAND LAKE ROAD ON THE LEFT AND
 DO9700'ALTURAS BABSON PARK CUT OFF ROAD ON THE RIGHT.  TURN RIGHT ON ALTURAS
 DO9700'BABSON PARK CUT OFF ROAD AND GO EAST FOR 1.05 MI (1.7 KM) TO THE
 DO9700'INTERSECTION OF SNELL ROAD.  TURN RIGHT ON SNELL ROAD AND GO SOUTH AND
 DO9700'EAST FOR 2.0 MI (3.2 KM) TO THE T-JUNCTION OF WALKER LAKE ROAD.  TURN
 DO9700'RIGHT ON WALKER LAKE ROAD AND GO SOUTH AND EAST FOR 1.0 MI (1.6 KM) TO
 DO9700'THE INTERSECTION OF MURPHY ROAD.  CONTINUE EAST ON WALKER LAKE ROAD
 DO9700'FOR 0.5 MI (0.8 KM) TO THE T-JUNCTION OF MARSHALL EDWARDS ROAD ON THE
 DO9700'RIGHT AND ROCKER ROAD ON THE LEFT.  TURN RIGHT ON MARSHALL EDWARDS
 DO9700'ROAD AND GO SOUTH AND EAST FOR 0.75 MI (1.2 KM) TO THE DEAD END OF
 DO9700'MARSHALL EDWARDS ROAD AND THE BOAT RAMP FOR SURVEYORS LAKE, AN
 DO9700'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 26.5 FT (8.1 M) WITH AN
 DO9700'ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC
 DO9700'PIPE, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 2.0 FT
 DO9700'(0.6 M) ABOVE THE LEVEL OF MARSHALL EDWARDS ROAD.
 DO9700'
 DO9700'LOCATED 102.8 FT (31.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DO9700'MARSHALL EDWARDS ROAD, 82.8 FT (25.2 M) SOUTH OF SURVEY MARK 24810 B,
 DO9700'75.2 FT (22.9 M) SOUTH-SOUTHEAST OF THE LAST ORANGE TREE IN THE FIRST
 DO9700'ROW ON THE SOUTH SIDE OF MARSHALL EDWARDS ROAD AND 1.2 FT (0.4 M)
 DO9700'NORTH OF A CARSONITE WITNESS POST.
 DO9700'
 DO9700'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9700'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9699 ***********************************************************************
 DO9699  DESIGNATION -  24810 B
 DO9699  PID         -  DO9699
 DO9699  STATE/COUNTY-  FL/POLK
 DO9699  COUNTRY     -  US
 DO9699  USGS QUAD   -  ALTURAS (2018)
 DO9699
 DO9699                         *CURRENT SURVEY CONTROL
 DO9699  ______________________________________________________________________
 DO9699* NAD 83(1986) POSITION- 27 50 07.2    (N) 081 41 56.5    (W)   HD_HELD2
 DO9699* NAVD 88 ORTHO HEIGHT -    41.549 (meters)      136.32  (feet) ADJUSTED
 DO9699  ______________________________________________________________________
 DO9699  GEOID HEIGHT    -        -26.050 (meters)                     GEOID18
 DO9699  DYNAMIC HEIGHT  -         41.487 (meters)      136.11  (feet) COMP
 DO9699  MODELED GRAVITY -    979,157.4   (mgal)                       NAVD 88
 DO9699
 DO9699  VERT ORDER      -  SECOND    CLASS I
 DO9699
 DO9699.The horizontal coordinates were established by autonomous hand held GPS
 DO9699.observations and have an estimated accuracy of +/- 10 meters.
 DO9699
 DO9699.The orthometric height was determined by differential leveling and
 DO9699.adjusted by the NATIONAL GEODETIC SURVEY
 DO9699.in January 2014.
 DO9699
 DO9699.No vertical observational check was made to the station.
 DO9699
 DO9699.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9699.GEOID18 height accuracy estimate available here.
 DO9699
 DO9699.Click photographs - Photos may exist for this station.
 DO9699
 DO9699.The dynamic height is computed by dividing the NAVD 88
 DO9699.geopotential number by the normal gravity value computed on the
 DO9699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9699.degrees latitude (g = 980.6199 gals.).
 DO9699
 DO9699.The modeled gravity was interpolated from observed gravity values.
 DO9699
 DO9699;                    North         East    Units  Estimated Accuracy
 DO9699;SPC FL W     -   387,998.      229,647.      MT  (+/- 10 meters HH2 GPS)
 DO9699
 DO9699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3116479157(NAD 83)
 DO9699
 DO9699                          SUPERSEDED SURVEY CONTROL
 DO9699
 DO9699.No superseded survey control is available for this station.
 DO9699
 DO9699_MARKER: DD = SURVEY DISK
 DO9699_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9699_STAMPING: 24810 B 2013
 DO9699_MARK LOGO: SWFWMD
 DO9699_PROJECTION: RECESSED 5 CENTIMETERS
 DO9699_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9699_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9699+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2013
 DO9699_ROD/PIPE-DEPTH: 11.4 meters
 DO9699
 DO9699  HISTORY     - Date     Condition        Report By
 DO9699  HISTORY     - 20130303 MONUMENTED       FLDEP
 DO9699
 DO9699                          STATION DESCRIPTION
 DO9699
 DO9699'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9699'THE MARK IS ABOUT 8.3 MI (13.4 KM) WEST-SOUTHWEST OF LAKE WALES, 7.8
 DO9699'MI (12.6 KM) EAST OF HOMELAND, 2.7 MI (4.3 KM) SOUTH-SOUTHEAST OF
 DO9699'ALTURAS, IN SECTION 27, TOWNSHIP 30 SOUTH, RANGE 26 EAST.
 DO9699'
 DO9699'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO9699'ROAD 640 (GARFIELD ROAD) IN HOMELAND, GO EAST ON COUNTY ROAD 640
 DO9699'(HOMELAND-GARFIELD ROAD) FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF COUNTY
 DO9699'ROAD 559 ON THE LEFT.  TURN LEFT ON COUNTY ROAD 559 AND GO NORTH FOR
 DO9699'2.5 MI (4.0 KM) TO THE INTERSECTION OF SAND LAKE ROAD ON THE LEFT AND
 DO9699'ALTURAS BABSON PARK CUT OFF ROAD ON THE RIGHT.  TURN RIGHT ON ALTURAS
 DO9699'BABSON PARK CUT OFF ROAD AND GO EAST FOR 1.05 MI (1.7 KM) TO THE
 DO9699'INTERSECTION OF SNELL ROAD.  TURN RIGHT ON SNELL ROAD AND GO SOUTH AND
 DO9699'EAST FOR 2.0 MI (3.2 KM) TO THE T-JUNCTION OF WALKER LAKE ROAD.  TURN
 DO9699'RIGHT ON WALKER LAKE ROAD AND GO SOUTH AND EAST FOR 1.0 MI (1.6 KM) TO
 DO9699'THE INTERSECTION OF MURPHY ROAD.  CONTINUE EAST ON WALKER LAKE ROAD
 DO9699'FOR 0.5 MI (0.8 KM) TO THE T-JUNCTION OF MARSHALL EDWARDS ROAD ON THE
 DO9699'RIGHT AND ROCKER ROAD ON THE LEFT.  TURN RIGHT ON MARSHALL EDWARDS
 DO9699'ROAD AND GO SOUTH AND EAST FOR 0.75 MI (1.2 KM) TO THE DEAD END OF
 DO9699'MARSHALL EDWARDS ROAD AND THE BOAT RAMP FOR SURVEYORS LAKE, AN
 DO9699'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 37.5 FT (11.4 M) WITH AN
 DO9699'ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC
 DO9699'PIPE, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 2.0 FT
 DO9699'(0.6 M) ABOVE THE LEVEL OF MARSHALL EDWARDS ROAD.
 DO9699'
 DO9699'LOCATED 82.8 FT (25.2 M) NORTH OF SURVEY MARK 24810 A, 26.6 FT (8.1 M)
 DO9699'NORTHEAST OF THE LAST ORANGE TREE IN THE FIRST ROW ON THE SOUTHSIDE OF
 DO9699'MARSHALL EDWARDS ROAD, 20.0 FT (6.1 M) SOUTH OF THE APPROXIMATE
 DO9699'CENTERLINE OF MARSHALL EDWARDS ROAD, 1.6 FT (0.5 M) SOUTH OF AN 8.0 FT
 DO9699'(2.4 M) SECTION OF 4.0 FT (1.2 M) TALL CHAIN LINK FENCE AND 1.0 FT
 DO9699'(0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 DO9699'
 DO9699'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9699'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9698 ***********************************************************************
 DO9698  DESIGNATION -  24812 A
 DO9698  PID         -  DO9698
 DO9698  STATE/COUNTY-  FL/POLK
 DO9698  COUNTRY     -  US
 DO9698  USGS QUAD   -  ALTURAS (2018)
 DO9698
 DO9698                         *CURRENT SURVEY CONTROL
 DO9698  ______________________________________________________________________
 DO9698* NAD 83(1986) POSITION- 27 50 35.9    (N) 081 42 06.5    (W)   HD_HELD2
 DO9698* NAVD 88 ORTHO HEIGHT -    44.411 (meters)      145.71  (feet) ADJUSTED
 DO9698  ______________________________________________________________________
 DO9698  GEOID HEIGHT    -        -26.069 (meters)                     GEOID18
 DO9698  DYNAMIC HEIGHT  -         44.345 (meters)      145.49  (feet) COMP
 DO9698  MODELED GRAVITY -    979,157.9   (mgal)                       NAVD 88
 DO9698
 DO9698  VERT ORDER      -  SECOND    CLASS I
 DO9698
 DO9698.The horizontal coordinates were established by autonomous hand held GPS
 DO9698.observations and have an estimated accuracy of +/- 10 meters.
 DO9698
 DO9698.The orthometric height was determined by differential leveling and
 DO9698.adjusted by the NATIONAL GEODETIC SURVEY
 DO9698.in January 2014.
 DO9698
 DO9698.No vertical observational check was made to the station.
 DO9698
 DO9698.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9698.GEOID18 height accuracy estimate available here.
 DO9698
 DO9698.Click photographs - Photos may exist for this station.
 DO9698
 DO9698.The dynamic height is computed by dividing the NAVD 88
 DO9698.geopotential number by the normal gravity value computed on the
 DO9698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9698.degrees latitude (g = 980.6199 gals.).
 DO9698
 DO9698.The modeled gravity was interpolated from observed gravity values.
 DO9698
 DO9698;                    North         East    Units  Estimated Accuracy
 DO9698;SPC FL W     -   388,881.      229,372.      MT  (+/- 10 meters HH2 GPS)
 DO9698
 DO9698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3089680042(NAD 83)
 DO9698
 DO9698                          SUPERSEDED SURVEY CONTROL
 DO9698
 DO9698.No superseded survey control is available for this station.
 DO9698
 DO9698_MARKER: DD = SURVEY DISK
 DO9698_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9698_STAMPING: 24812 A 2013
 DO9698_MARK LOGO: SWFWMD
 DO9698_PROJECTION: RECESSED 5 CENTIMETERS
 DO9698_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9698_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9698+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2013
 DO9698_ROD/PIPE-DEPTH: 11.8 meters
 DO9698
 DO9698  HISTORY     - Date     Condition        Report By
 DO9698  HISTORY     - 20130303 MONUMENTED       FLDEP
 DO9698
 DO9698                          STATION DESCRIPTION
 DO9698
 DO9698'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9698'THE MARK IS ABOUT 8.1 MI (13.0 KM) WEST-SOUTHWEST OF LAKE WALES, 7.7
 DO9698'MI (12.4 KM) EAST-NORTHEAST OF HOMELAND, 2.1 MI (3.4 KM)
 DO9698'SOUTH-SOUTHEAST OF ALTURAS, IN SECTION 27, TOWNSHIP 30 SOUTH, RANGE 26
 DO9698'EAST.
 DO9698'
 DO9698'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO9698'ROAD 640 (GARFIELD ROAD) IN HOMELAND, GO EAST ON COUNTY ROAD 640
 DO9698'(HOMELAND-GARFIELD ROAD) FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF COUNTY
 DO9698'ROAD 559 ON THE LEFT.  TURN LEFT ON COUNTY ROAD 559 AND GO NORTH FOR
 DO9698'2.5 MI (4.0 KM) TO THE INTERSECTION OF SAND LAKE ROAD ON THE LEFT AND
 DO9698'ALTURAS BABSON PARK CUT OFF ROAD ON THE RIGHT.  TURN RIGHT ON ALTURAS
 DO9698'BABSON PARK CUT OFF ROAD AND GO EAST FOR 1.05 MI (1.7 KM) TO THE
 DO9698'INTERSECTION OF SNELL ROAD.  TURN RIGHT ON SNELL ROAD AND GO SOUTH AND
 DO9698'EAST FOR 2.0 MI (3.2 KM) TO THE T-JUNCTION OF WALKER LAKE ROAD.  TURN
 DO9698'RIGHT ON WALKER LAKE ROAD AND GO SOUTH AND EAST FOR 1.0 MI (1.6 KM) TO
 DO9698'THE INTERSECTION OF MURPHY ROAD.  CONTINUE EAST ON WALKER LAKE ROAD
 DO9698'FOR 0.5 MI (0.8 KM) TO THE T-JUNCTION OF MARSHALL EDWARDS ROAD ON THE
 DO9698'RIGHT AND ROCKER ROAD ON THE LEFT.  CONTINUE EAST THROUGH THE
 DO9698'T-JUNCTION TO A DIRT ROAD LEADING EAST ALONG THE SIDE OF AN ORANGE
 DO9698'GROVE FOR 0.1 MI (0.2 KM) TO A 90 DEGREE BEND AND THE MARK ON THE
 DO9698'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 38.6 FT (11.8
 DO9698'M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH (10
 DO9698'CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DO9698'2.0 FT (0.6 M) ABOVE THE LEVEL OF THE DIRT ROAD ALONG THE SIDE OF THE
 DO9698'ORANGE GROVE.
 DO9698'
 DO9698'LOCATED 66.3 FT (20.2 M) EAST-NORTHEAST OF THE SECOND TO THE LAST
 DO9698'ORANGE TREE IN THE FIRST ROW, 50.2 FT (15.3 M) EAST-NORTHEAST OF THE
 DO9698'APPROXIMATE CENTERLINE OF THE DIRT ROAD GOING AROUND THE ORANGE GROVE,
 DO9698'44.3 FT (13.5 M) EAST-NORTHEAST OF SURVEY MARK 24812 B, 8.0 FT (2.4 M)
 DO9698'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE DIRT BOAT RAMP
 DO9698'AND 2.3 FT (0.7 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 DO9698'
 DO9698'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9698'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9697 ***********************************************************************
 DO9697  DESIGNATION -  24812 B
 DO9697  PID         -  DO9697
 DO9697  STATE/COUNTY-  FL/POLK
 DO9697  COUNTRY     -  US
 DO9697  USGS QUAD   -  ALTURAS (2018)
 DO9697
 DO9697                         *CURRENT SURVEY CONTROL
 DO9697  ______________________________________________________________________
 DO9697* NAD 83(1986) POSITION- 27 50 35.5    (N) 081 42 06.8    (W)   HD_HELD2
 DO9697* NAVD 88 ORTHO HEIGHT -    45.413 (meters)      148.99  (feet) ADJUSTED
 DO9697  ______________________________________________________________________
 DO9697  GEOID HEIGHT    -        -26.068 (meters)                     GEOID18
 DO9697  DYNAMIC HEIGHT  -         45.346 (meters)      148.77  (feet) COMP
 DO9697  MODELED GRAVITY -    979,157.9   (mgal)                       NAVD 88
 DO9697
 DO9697  VERT ORDER      -  SECOND    CLASS I
 DO9697
 DO9697.The horizontal coordinates were established by autonomous hand held GPS
 DO9697.observations and have an estimated accuracy of +/- 10 meters.
 DO9697
 DO9697.The orthometric height was determined by differential leveling and
 DO9697.adjusted by the NATIONAL GEODETIC SURVEY
 DO9697.in January 2014.
 DO9697
 DO9697.No vertical observational check was made to the station.
 DO9697
 DO9697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9697.GEOID18 height accuracy estimate available here.
 DO9697
 DO9697.Click photographs - Photos may exist for this station.
 DO9697
 DO9697.The dynamic height is computed by dividing the NAVD 88
 DO9697.geopotential number by the normal gravity value computed on the
 DO9697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9697.degrees latitude (g = 980.6199 gals.).
 DO9697
 DO9697.The modeled gravity was interpolated from observed gravity values.
 DO9697
 DO9697;                    North         East    Units  Estimated Accuracy
 DO9697;SPC FL W     -   388,869.      229,363.      MT  (+/- 10 meters HH2 GPS)
 DO9697
 DO9697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3088780030(NAD 83)
 DO9697
 DO9697                          SUPERSEDED SURVEY CONTROL
 DO9697
 DO9697.No superseded survey control is available for this station.
 DO9697
 DO9697_MARKER: DD = SURVEY DISK
 DO9697_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9697_STAMPING: 24812 B 2013
 DO9697_MARK LOGO: SWFWMD
 DO9697_PROJECTION: RECESSED 5 CENTIMETERS
 DO9697_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9697+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2013
 DO9697_ROD/PIPE-DEPTH: 12.3 meters
 DO9697
 DO9697  HISTORY     - Date     Condition        Report By
 DO9697  HISTORY     - 20130313 MONUMENTED       FLDEP
 DO9697
 DO9697                          STATION DESCRIPTION
 DO9697
 DO9697'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9697'THE MARK IS ABOUT 8.1 MI (13.0 KM) WEST-SOUTHWEST OF LAKE WALES, 7.7
 DO9697'MI (12.4 KM) EAST-NORTHEAST OF HOMELAND, 2.1 MI (3.4 KM)
 DO9697'SOUTH-SOUTHEAST OF ALTURAS, IN SECTION 27, TOWNSHIP 30 SOUTH, RANGE 26
 DO9697'EAST.
 DO9697'
 DO9697'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO9697'ROAD 640 (GARFIELD ROAD) IN HOMELAND, GO EAST ON COUNTY ROAD 640
 DO9697'(HOMELAND-GARFIELD ROAD) FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF COUNTY
 DO9697'ROAD 559 ON THE LEFT.  TURN LEFT ON COUNTY ROAD 559 AND GO NORTH FOR
 DO9697'2.5 MI (4.0 KM) TO THE INTERSECTION OF SAND LAKE ROAD ON THE LEFT AND
 DO9697'ALTURAS BABSON PARK CUT OFF ROAD ON THE RIGHT.  TURN RIGHT ON ALTURAS
 DO9697'BABSON PARK CUT OFF ROAD AND GO EAST FOR 1.05 MI (1.7 KM) TO THE
 DO9697'INTERSECTION OF SNELL ROAD.  TURN RIGHT ON SNELL ROAD AND GO SOUTH AND
 DO9697'EAST FOR 2.0 MI (3.2 KM) TO THE T-JUNCTION OF WALKER LAKE ROAD.  TURN
 DO9697'RIGHT ON WALKER LAKE ROAD AND GO SOUTH AND EAST FOR 1.0 MI (1.6 KM) TO
 DO9697'THE INTERSECTION OF MURPHY ROAD.  CONTINUE EAST ON WALKER LAKE ROAD
 DO9697'FOR 0.5 MI (0.8 KM) TO THE T-JUNCTION OF MARSHALL EDWARDS ROAD ON THE
 DO9697'RIGHT AND ROCKER ROAD ON THE LEFT.  CONTINUE EAST THROUGH THE
 DO9697'T-JUNCTION TO A DIRT ROAD LEADING EAST ALONG THE SIDE OF AN ORANGE
 DO9697'GROVE FOR 0.1 MI (0.2 KM) TO A 90 DEGREE BEND AND THE MARK ON THE
 DO9697'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 40.5 FT (12.3
 DO9697'M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH (10
 DO9697'CM) PVC PIPE, RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND
 DO9697'AND 2.0 FT (0.6 M) ABOVE THE LEVEL OF WALKER LAKE ROAD.
 DO9697'
 DO9697'LOCATED 44.3 FT (13.5 M) WEST-SOUTHWEST OF SURVEY MARK 24812 A, 26.2
 DO9697'EAST OF THE SECOND TO THE LAST ORANGE TREE IN THE FIRST ROW, 16.5 FT
 DO9697'(5.0 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE DIRT BOAT
 DO9697'RAMP, 11.0 FT (3.4 M) EAST OF THE APPROXIMATE CENTERLINE OF THE DIRT
 DO9697'ROAD GOING AROUND THE ORANGE GROVE AND 4.5 FT (1.4 M) WEST OF A
 DO9697'CARSONITE WITNESS POST.
 DO9697'
 DO9697'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9697'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9704 ***********************************************************************
 DO9704  DESIGNATION -  24814 A
 DO9704  PID         -  DO9704
 DO9704  STATE/COUNTY-  FL/POLK
 DO9704  COUNTRY     -  US
 DO9704  USGS QUAD   -  ALTURAS (2018)
 DO9704
 DO9704                         *CURRENT SURVEY CONTROL
 DO9704  ______________________________________________________________________
 DO9704* NAD 83(1986) POSITION- 27 50 43.1    (N) 081 41 15.5    (W)   HD_HELD2
 DO9704* NAVD 88 ORTHO HEIGHT -    40.175 (meters)      131.81  (feet) ADJUSTED
 DO9704  ______________________________________________________________________
 DO9704  GEOID HEIGHT    -        -26.110 (meters)                     GEOID18
 DO9704  DYNAMIC HEIGHT  -         40.115 (meters)      131.61  (feet) COMP
 DO9704  MODELED GRAVITY -    979,156.8   (mgal)                       NAVD 88
 DO9704
 DO9704  VERT ORDER      -  SECOND    CLASS I
 DO9704
 DO9704.The horizontal coordinates were established by autonomous hand held GPS
 DO9704.observations and have an estimated accuracy of +/- 10 meters.
 DO9704
 DO9704.The orthometric height was determined by differential leveling and
 DO9704.adjusted by the NATIONAL GEODETIC SURVEY
 DO9704.in January 2014.
 DO9704
 DO9704.No vertical observational check was made to the station.
 DO9704
 DO9704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9704.GEOID18 height accuracy estimate available here.
 DO9704
 DO9704.Click photographs - Photos may exist for this station.
 DO9704
 DO9704.The dynamic height is computed by dividing the NAVD 88
 DO9704.geopotential number by the normal gravity value computed on the
 DO9704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9704.degrees latitude (g = 980.6199 gals.).
 DO9704
 DO9704.The modeled gravity was interpolated from observed gravity values.
 DO9704
 DO9704;                    North         East    Units  Estimated Accuracy
 DO9704;SPC FL W     -   389,106.      230,766.      MT  (+/- 10 meters HH2 GPS)
 DO9704
 DO9704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3229280256(NAD 83)
 DO9704
 DO9704                          SUPERSEDED SURVEY CONTROL
 DO9704
 DO9704.No superseded survey control is available for this station.
 DO9704
 DO9704_MARKER: DD = SURVEY DISK
 DO9704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9704_STAMPING: SID 24814 A 2010
 DO9704_MARK LOGO: SWFWMD
 DO9704_PROJECTION: FLUSH
 DO9704_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO9704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9704+STABILITY: SURFACE MOTION
 DO9704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9704+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2013
 DO9704
 DO9704  HISTORY     - Date     Condition        Report By
 DO9704  HISTORY     - 2010     MONUMENTED       SWFWMD
 DO9704  HISTORY     - 20130605 GOOD             FLDEP
 DO9704
 DO9704                          STATION DESCRIPTION
 DO9704
 DO9704'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9704'THE MARK IS ABOUT 8.6 MI (13.8 KM) EAST-NORTHEAST OF HOMELAND, 7.3 MI
 DO9704'(11.7 KM) WEST-SOUTHWEST OF LAKE WALES, 2.4 MI (3.9 KM) SOUTHEAST OF
 DO9704'ALTURAS, IN SECTION 26, TOWNSHIP 30 SOUTH, RANGE 26 EAST.  FOR
 DO9704'PERMISSION TO ENTER PROPERTY, CALL OWNER LARRY WALTER AT IN HOMELAND,
 DO9704'GO EAST ON COUNTY ROAD 640 (HOMELAND-GARFIELD ROAD) FOR 3.7 MI (6.0
 DO9704'KM) TO THE JUNCTION OF COUNTY ROAD 559 ON THE LEFT.  TURN LEFT ON
 DO9704'COUNTY ROAD 559 AND GO NORTH FOR 2.5 MI (4.0 KM) TO THE INTERSECTION
 DO9704'OF SAND LAKE ROAD ON THE LEFT AND ALTURAS BABSON PARK CUTOFF ROAD ON
 DO9704'THE RIGHT.  TURN RIGHT ON ALTURAS BABSON PARK CUTOFF ROAD AND GO EAST
 DO9704'AND SOUTH FOR 4.8 MI (7.7 KM) TO THE JUNCTION OF COUNTY ROAD 640
 DO9704'(MARSHAL ROAD ON THE RIGHT).  TURN LEFT ON ALTURAS BABSON PARK CUTOFF
 DO9704'ROAD (COUNTY ROAD 640) AND GO EAST FOR ABOUT 200.0 FT (61.0 M) TO A
 DO9704'PRIVATE GATED FARM DRIVEWAY (OWNER IS LARRY WALTER) ON THE RIGHT.
 DO9704'TURN RIGHT ON THE DIRT DRIVEWAY AND GO SOUTH AND EAST FOR 0.4 MI (0.6
 DO9704'KM) TO A BARB WIRE FENCE LINE AND ANOTHER GATE.  CONTINUE EASTERLY
 DO9704'THROUGH THE GATE AND TURN RIGHT AND GO SOUTH AND EAST ALONG A DIRT
 DO9704'TRAIL FOR ABOUT 340.0 FT (103.6 M) TO A TREE LINE, A STAFF GAGE AND
 DO9704'THE MARK AHEAD, AN ALUMINUM SWFWMD DISK SET IN THE TOP OF A 12-INCH
 DO9704'(30 CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH A
 DO9704'DIRT TRAIL.
 DO9704'
 DO9704'LOCATED 112.0 FT (34.1 M) EAST-SOUTHEAST OF SURVEY MARK 24814 B, 40.0
 DO9704'FT (12.2 M) NORTH OF A STAFF GAGE, 29.0 FT (8.8 M) EAST OF A 15-INCH
 DO9704'(38 CM) DIAMETER PINE TREE, 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS
 DO9704'POST AND CENTERED AT THE END OF THE DIRT TRAIL.
 DO9704'
 DO9704'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9703 ***********************************************************************
 DO9703  DESIGNATION -  24814 B
 DO9703  PID         -  DO9703
 DO9703  STATE/COUNTY-  FL/POLK
 DO9703  COUNTRY     -  US
 DO9703  USGS QUAD   -  ALTURAS (2018)
 DO9703
 DO9703                         *CURRENT SURVEY CONTROL
 DO9703  ______________________________________________________________________
 DO9703* NAD 83(1986) POSITION- 27 50 43.4    (N) 081 41 16.8    (W)   HD_HELD2
 DO9703* NAVD 88 ORTHO HEIGHT -    40.368 (meters)      132.44  (feet) ADJUSTED
 DO9703  ______________________________________________________________________
 DO9703  GEOID HEIGHT    -        -26.109 (meters)                     GEOID18
 DO9703  DYNAMIC HEIGHT  -         40.308 (meters)      132.24  (feet) COMP
 DO9703  MODELED GRAVITY -    979,156.9   (mgal)                       NAVD 88
 DO9703
 DO9703  VERT ORDER      -  SECOND    CLASS I
 DO9703
 DO9703.The horizontal coordinates were established by autonomous hand held GPS
 DO9703.observations and have an estimated accuracy of +/- 10 meters.
 DO9703
 DO9703.The orthometric height was determined by differential leveling and
 DO9703.adjusted by the NATIONAL GEODETIC SURVEY
 DO9703.in January 2014.
 DO9703
 DO9703.No vertical observational check was made to the station.
 DO9703
 DO9703.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9703.GEOID18 height accuracy estimate available here.
 DO9703
 DO9703.Click photographs - Photos may exist for this station.
 DO9703
 DO9703.The dynamic height is computed by dividing the NAVD 88
 DO9703.geopotential number by the normal gravity value computed on the
 DO9703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9703.degrees latitude (g = 980.6199 gals.).
 DO9703
 DO9703.The modeled gravity was interpolated from observed gravity values.
 DO9703
 DO9703;                    North         East    Units  Estimated Accuracy
 DO9703;SPC FL W     -   389,115.      230,731.      MT  (+/- 10 meters HH2 GPS)
 DO9703
 DO9703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3225680265(NAD 83)
 DO9703
 DO9703                          SUPERSEDED SURVEY CONTROL
 DO9703
 DO9703.No superseded survey control is available for this station.
 DO9703
 DO9703_MARKER: DD = SURVEY DISK
 DO9703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9703_STAMPING: SID 24814 B 2010
 DO9703_MARK LOGO: SWFWMD
 DO9703_PROJECTION: FLUSH
 DO9703_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO9703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9703+STABILITY: SURFACE MOTION
 DO9703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9703+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2013
 DO9703
 DO9703  HISTORY     - Date     Condition        Report By
 DO9703  HISTORY     - 2010     MONUMENTED       SWFWMD
 DO9703  HISTORY     - 20130605 GOOD             FLDEP
 DO9703
 DO9703                          STATION DESCRIPTION
 DO9703
 DO9703'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9703'THE MARK IS ABOUT 8.6 MI (13.8 KM) EAST-NORTHEAST OF HOMELAND, 7.3 MI
 DO9703'(11.7 KM) WEST-SOUTHWEST OF LAKE WALES, 2.4 MI (3.9 KM) SOUTHEAST OF
 DO9703'ALTURAS, IN SECTION 26, TOWNSHIP 30 SOUTH, RANGE 26 EAST.  FOR
 DO9703'PERMISSION TO ENTER PROPERTY, CALL OWNER LARRY WALTER AT IN HOMELAND,
 DO9703'GO EAST ON COUNTY ROAD 640 (HOMELAND-GARFIELD ROAD) FOR 3.7 MI (6.0
 DO9703'KM) TO THE JUNCTION OF COUNTY ROAD 559 ON THE LEFT.  TURN LEFT ON
 DO9703'COUNTY ROAD 559 AND GO NORTH FOR 2.5 MI (4.0 KM) TO THE INTERSECTION
 DO9703'OF SAND LAKE ROAD ON THE LEFT AND ALTURAS BABSON PARK CUTOFF ROAD ON
 DO9703'THE RIGHT.  TURN RIGHT ON ALTURAS BABSON PARK CUTOFF ROAD AND GO EAST
 DO9703'AND SOUTH FOR 4.8 MI (7.7 KM) TO THE JUNCTION OF COUNTY ROAD 640
 DO9703'(MARSHAL ROAD ON THE RIGHT).  TURN LEFT ON ALTURAS BABSON PARK CUTOFF
 DO9703'ROAD (COUNTY ROAD 640) AND GO EAST FOR ABOUT 200.0 FT (61.0 M) TO A
 DO9703'PRIVATE GATED FARM DRIVEWAY (OWNER IS LARRY WALTER) ON THE RIGHT.
 DO9703'TURN RIGHT ON THE DIRT DRIVEWAY AND GO SOUTH AND EAST FOR 0.4 MI (0.6
 DO9703'KM) TO A BARB WIRE FENCE LINE AND ANOTHER GATE.  CONTINUE EASTERLY
 DO9703'THROUGH THE GATE AND TURN RIGHT AND GO SOUTH ALONG THE FENCE LINE FOR
 DO9703'ABOUT 225.0 FT (68.6 M) TO A TREE LINE AND THE MARK AHEAD, AN ALUMINUM
 DO9703'SWFWMD DISK SET IN THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE
 DO9703'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH A DIRT TRAIL.
 DO9703'
 DO9703'LOCATED 112.0 FT (34.1 M) WEST-NORTHWEST OF SURVEY MARK 24814 A, 57.0
 DO9703'FT (17.4 M) EAST OF A BARB WIRE FENCE, 16.0 FT (4.9 M) WEST OF THE
 DO9703'APPROXIMATE CENTERLINE OF A DIRT TRAIL AND 6.6 FT (2.0 M) NORTH OF A
 DO9703'CARSONITE WITNESS POST.
 DO9703'
 DO9703'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9695 ***********************************************************************
 DO9695  DESIGNATION -  24816 A
 DO9695  PID         -  DO9695
 DO9695  STATE/COUNTY-  FL/POLK
 DO9695  COUNTRY     -  US
 DO9695  USGS QUAD   -  ALTURAS (2018)
 DO9695
 DO9695                         *CURRENT SURVEY CONTROL
 DO9695  ______________________________________________________________________
 DO9695* NAD 83(1986) POSITION- 27 51 14.2    (N) 081 43 12.8    (W)   HD_HELD2
 DO9695* NAVD 88 ORTHO HEIGHT -    45.094 (meters)      147.95  (feet) ADJUSTED
 DO9695  ______________________________________________________________________
 DO9695  GEOID HEIGHT    -        -26.061 (meters)                     GEOID18
 DO9695  DYNAMIC HEIGHT  -         45.027 (meters)      147.73  (feet) COMP
 DO9695  MODELED GRAVITY -    979,159.7   (mgal)                       NAVD 88
 DO9695
 DO9695  VERT ORDER      -  SECOND    CLASS I
 DO9695
 DO9695.The horizontal coordinates were established by autonomous hand held GPS
 DO9695.observations and have an estimated accuracy of +/- 10 meters.
 DO9695
 DO9695.The orthometric height was determined by differential leveling and
 DO9695.adjusted by the NATIONAL GEODETIC SURVEY
 DO9695.in January 2014.
 DO9695
 DO9695.No vertical observational check was made to the station.
 DO9695
 DO9695.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9695.GEOID18 height accuracy estimate available here.
 DO9695
 DO9695.Click photographs - Photos may exist for this station.
 DO9695
 DO9695.The dynamic height is computed by dividing the NAVD 88
 DO9695.geopotential number by the normal gravity value computed on the
 DO9695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9695.degrees latitude (g = 980.6199 gals.).
 DO9695
 DO9695.The modeled gravity was interpolated from observed gravity values.
 DO9695
 DO9695;                    North         East    Units  Estimated Accuracy
 DO9695;SPC FL W     -   390,056.      227,555.      MT  (+/- 10 meters HH2 GPS)
 DO9695
 DO9695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2908981231(NAD 83)
 DO9695
 DO9695                          SUPERSEDED SURVEY CONTROL
 DO9695
 DO9695.No superseded survey control is available for this station.
 DO9695
 DO9695_MARKER: DD = SURVEY DISK
 DO9695_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9695_STAMPING: 24816 A 2013
 DO9695_MARK LOGO: SWFWMD
 DO9695_PROJECTION: RECESSED 8 CENTIMETERS
 DO9695_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9695+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2013
 DO9695_ROD/PIPE-DEPTH: 18.3 meters
 DO9695
 DO9695  HISTORY     - Date     Condition        Report By
 DO9695  HISTORY     - 20130313 MONUMENTED       FLDEP
 DO9695
 DO9695                          STATION DESCRIPTION
 DO9695
 DO9695'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9695'THE MARK IS ABOUT 8.1 MI (13.0 KM) EAST-SOUTHEAST OF BARTOW, 6.9 MI
 DO9695'(11.1 KM) EAST-NORTHEAST OF HOMELAND, 1.2 MI (1.9 KM) SOUTH-SOUTHWEST
 DO9695'OF ALTURAS, IN SECTION 21, TOWNSHIP 30 SOUTH, RANGE 26 EAST.
 DO9695'
 DO9695'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO9695'ROAD 640 (GARFIELD ROAD) IN HOMELAND, GO EAST ON COUNTY ROAD 640
 DO9695'(HOMELAND-GARFIELD ROAD) FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF COUNTY
 DO9695'ROAD 559 ON THE LEFT.  TURN LEFT ON COUNTY ROAD 559 AND GO NORTH FOR
 DO9695'2.5 MI (4.0 KM) TO THE INTERSECTION OF SAND LAKE ROAD ON THE LEFT AND
 DO9695'ALTURAS BABSON PARK CUTOFF ROAD ON THE RIGHT.  TURN RIGHT ON ALTURAS
 DO9695'BABSON CUTOFF ROAD AND GO EAST FOR 1.05 MI (1.7 KM) TO THE
 DO9695'INTERSECTION OF SNELL ROAD.  TURN RIGHT ON SNELL ROAD AND GO SOUTH AND
 DO9695'EAST FOR 2.0 MI (3.2 KM) TO THE T-JUNCTION OF WALKER LAKE ROAD.  TURN
 DO9695'LEFT ON WALKER LAKE ROAD AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE MARK
 DO9695'ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 60.0 FT
 DO9695'(18.3 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH
 DO9695'(10 CM) PVC PIPE, PROJECTING 0.3 FT (9 CM) ABOVE THE LEVEL OF THE
 DO9695'GROUND AND 2.0 FT (0.6 M) ABOVE THE LEVEL OF WALKER LAKE ROAD.
 DO9695'
 DO9695'LOCATED 129.0 FT (39.3 M) NORTHEAST OF POWER POLE NUMBER 8983 WITH 2
 DO9695'GUY WIRES ATTACHED, 100.4 FT (30.6 M) SOUTH OF SURVEY MARK 24816 B,
 DO9695'35.0 FT (10.7 M) WEST OF THE APPROXIMATE CENTERLINE OF WALKER LAKE
 DO9695'ROAD, 24.4 FT (7.4 M) WEST OF THE WEST EDGE OF THE PAVEMENT OF WALKER
 DO9695'LAKE ROAD AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DO9695'
 DO9695'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9695'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9694 ***********************************************************************
 DO9694  DESIGNATION -  24816 B
 DO9694  PID         -  DO9694
 DO9694  STATE/COUNTY-  FL/POLK
 DO9694  COUNTRY     -  US
 DO9694  USGS QUAD   -  ALTURAS (2018)
 DO9694
 DO9694                         *CURRENT SURVEY CONTROL
 DO9694  ______________________________________________________________________
 DO9694* NAD 83(1986) POSITION- 27 51 15.2    (N) 081 43 12.7    (W)   HD_HELD2
 DO9694* NAVD 88 ORTHO HEIGHT -    45.128 (meters)      148.06  (feet) ADJUSTED
 DO9694  ______________________________________________________________________
 DO9694  GEOID HEIGHT    -        -26.062 (meters)                     GEOID18
 DO9694  DYNAMIC HEIGHT  -         45.061 (meters)      147.84  (feet) COMP
 DO9694  MODELED GRAVITY -    979,159.7   (mgal)                       NAVD 88
 DO9694
 DO9694  VERT ORDER      -  SECOND    CLASS I
 DO9694
 DO9694.The horizontal coordinates were established by autonomous hand held GPS
 DO9694.observations and have an estimated accuracy of +/- 10 meters.
 DO9694
 DO9694.The orthometric height was determined by differential leveling and
 DO9694.adjusted by the NATIONAL GEODETIC SURVEY
 DO9694.in January 2014.
 DO9694
 DO9694.No vertical observational check was made to the station.
 DO9694
 DO9694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9694.GEOID18 height accuracy estimate available here.
 DO9694
 DO9694.Click photographs - Photos may exist for this station.
 DO9694
 DO9694.The dynamic height is computed by dividing the NAVD 88
 DO9694.geopotential number by the normal gravity value computed on the
 DO9694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9694.degrees latitude (g = 980.6199 gals.).
 DO9694
 DO9694.The modeled gravity was interpolated from observed gravity values.
 DO9694
 DO9694;                    North         East    Units  Estimated Accuracy
 DO9694;SPC FL W     -   390,087.      227,558.      MT  (+/- 10 meters HH2 GPS)
 DO9694
 DO9694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2909281262(NAD 83)
 DO9694
 DO9694                          SUPERSEDED SURVEY CONTROL
 DO9694
 DO9694.No superseded survey control is available for this station.
 DO9694
 DO9694_MARKER: DD = SURVEY DISK
 DO9694_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9694_STAMPING: 24816 B 2013
 DO9694_MARK LOGO: SWFWMD
 DO9694_PROJECTION: RECESSED 10 CENTIMETERS
 DO9694_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9694+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2013
 DO9694_ROD/PIPE-DEPTH: 4.9 meters
 DO9694
 DO9694  HISTORY     - Date     Condition        Report By
 DO9694  HISTORY     - 20130313 MONUMENTED       FLDEP
 DO9694
 DO9694                          STATION DESCRIPTION
 DO9694
 DO9694'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9694'THE MARK IS ABOUT 8.1 MI (13.0 KM) EAST-SOUTHEAST OF BARTOW, 6.9 MI
 DO9694'(11.1 KM) EAST-NORTHEAST OF HOMELAND, 1.2 MI (1.9 KM) SOUTH-SOUTHWEST
 DO9694'OF ALTURAS, IN SECTION 21, TOWNSHIP 30 SOUTH, RANGE 26 EAST.
 DO9694'
 DO9694'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO9694'ROAD 640 (GARFIELD ROAD) IN HOMELAND, GO EAST ON COUNTY ROAD 640
 DO9694'(HOMELAND-GARFIELD ROAD) FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF COUNTY
 DO9694'ROAD 559 ON THE LEFT.  TURN LEFT ON COUNTY ROAD 559 AND GO NORTH FOR
 DO9694'2.5 MI (4.0 KM) TO THE INTERSECTION OF SAND LAKE ROAD ON THE LEFT AND
 DO9694'ALTURAS BABSON PARK CUTOFF ROAD ON THE RIGHT.  TURN RIGHT ON ALTURAS
 DO9694'BABSON CUTOFF ROAD AND GO EAST FOR 1.05 MI (1.7 KM) TO THE
 DO9694'INTERSECTION OF SNELL ROAD.  TURN RIGHT ON SNELL ROAD AND GO SOUTH AND
 DO9694'EAST FOR 2.0 MI (3.2 KM) TO THE T-JUNCTION OF WALKER LAKE ROAD.  TURN
 DO9694'LEFT ON WALKER LAKE ROAD AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE MARK
 DO9694'ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 16.0 FT
 DO9694'(4.9 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH
 DO9694'(10 CM) PVC PIPE, RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE
 DO9694'GROUND AND 2.0 FT (0.6 M) ABOVE THE LEVEL OF WALKER LAKE ROAD.
 DO9694'
 DO9694'LOCATED 100.4 FT (30.6 M) NORTH OF SURVEY MARK 24816 A, 102.0 FT (31.1
 DO9694'M) SOUTH OF POWER POLE NUMBER 8984 WITH 1 GUY WIRE ATTACHED, 34.0 FT
 DO9694'(10.4 M) WEST OF THE APPROXIMATE CENTERLINE OF WALKER LAKE ROAD, 23.8
 DO9694'FT (7.3 M) WEST OF THE WEST EDGE OF THE PAVEMENT OF WALKER LAKE ROAD
 DO9694'AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DO9694'
 DO9694'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9694'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9135 ***********************************************************************
 DO9135  DESIGNATION -  24818 A
 DO9135  PID         -  DO9135
 DO9135  STATE/COUNTY-  FL/POLK
 DO9135  COUNTRY     -  US
 DO9135  USGS QUAD   -  ELOISE (2018)
 DO9135
 DO9135                         *CURRENT SURVEY CONTROL
 DO9135  ______________________________________________________________________
 DO9135* NAD 83(1986) POSITION- 27 54 02.7    (N) 081 43 23.4    (W)   HD_HELD2
 DO9135* NAVD 88 ORTHO HEIGHT -    31.522 (meters)      103.42  (feet) ADJUSTED
 DO9135  ______________________________________________________________________
 DO9135  GEOID HEIGHT    -        -26.216 (meters)                     GEOID18
 DO9135  DYNAMIC HEIGHT  -         31.475 (meters)      103.26  (feet) COMP
 DO9135  MODELED GRAVITY -    979,160.6   (mgal)                       NAVD 88
 DO9135
 DO9135  VERT ORDER      -  FIRST     CLASS II
 DO9135
 DO9135.The horizontal coordinates were established by autonomous hand held GPS
 DO9135.observations and have an estimated accuracy of +/- 10 meters.
 DO9135
 DO9135.The orthometric height was determined by differential leveling and
 DO9135.adjusted by the NATIONAL GEODETIC SURVEY
 DO9135.in December 2013.
 DO9135
 DO9135.No vertical observational check was made to the station.
 DO9135
 DO9135.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9135.GEOID18 height accuracy estimate available here.
 DO9135
 DO9135.Click photographs - Photos may exist for this station.
 DO9135
 DO9135.The dynamic height is computed by dividing the NAVD 88
 DO9135.geopotential number by the normal gravity value computed on the
 DO9135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9135.degrees latitude (g = 980.6199 gals.).
 DO9135
 DO9135.The modeled gravity was interpolated from observed gravity values.
 DO9135
 DO9135;                    North         East    Units  Estimated Accuracy
 DO9135;SPC FL W     -   395,242.      227,253.      MT  (+/- 10 meters HH2 GPS)
 DO9135
 DO9135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2883086418(NAD 83)
 DO9135
 DO9135                          SUPERSEDED SURVEY CONTROL
 DO9135
 DO9135.No superseded survey control is available for this station.
 DO9135
 DO9135_MARKER: DD = SURVEY DISK
 DO9135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9135_STAMPING: SID 24818 A 2010
 DO9135_MARK LOGO: SWFWMD
 DO9135_PROJECTION: RECESSED 5 CENTIMETERS
 DO9135_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9135+STABILITY: SURFACE MOTION
 DO9135_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9135+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 DO9135
 DO9135  HISTORY     - Date     Condition        Report By
 DO9135  HISTORY     - 20100623 MONUMENTED       SWFWMD
 DO9135  HISTORY     - 20120719 GOOD             FLDEP
 DO9135
 DO9135                          STATION DESCRIPTION
 DO9135
 DO9135'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9135'THE MARK IS ABOUT 7.3 MI (11.7 KM) EAST OF BARTOW, 6.5 MI (10.5 KM)
 DO9135'SOUTH OF ELOISE, 2.1 MI (3.4 KM) NORTH-NORTHWEST OF ALTURAS, IN
 DO9135'SECTION 4, TOWNSHIP 30 SOUTH, RANGE 26 EAST.
 DO9135'
 DO9135'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, STATE
 DO9135'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE ON THE EAST
 DO9135'SIDE OF BARTOW, GO EAST ON FLAMINGO DRIVE FOR 0.6 MI (1.0 KM) TO THE
 DO9135'JUNCTION OF STATE ROAD 60 ON THE RIGHT.  TURN RIGHT ON STATE ROAD 60
 DO9135'AND GO EAST FOR 5.35 MI (8.6 KM) TO THE JUNCTION OF SOUTH RIFLE RANGE
 DO9135'ROAD ON THE LEFT.  CONTINUE EAST ON STATE ROAD 60 FOR 0.5 MI (0.8 KM)
 DO9135'TO THE JUNCTION OF ALTURAS ROAD ON THE RIGHT.  TURN RIGHT ON ALTURAS
 DO9135'ROAD AND GO SOUTH FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF LAKE GARFIELD
 DO9135'LANDING ROAD ON THE RIGHT.  TURN RIGHT ON LAKE GARFIELD LANDING ROAD
 DO9135'AND GO WEST FOR 0.2 MI (0.3 KM) TO THE END OF THE ROAD AND THE MARK ON
 DO9135'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT
 DO9135'(6 CM) BELOW THE LEVEL OF THE GROUND AND 0.2 FT (6 CM) BELOW THE LEVEL
 DO9135'OF LAKE GARFIELD LANDING ROAD.
 DO9135'
 DO9135'LOCATED 101.1 FT (30.8 M) EAST OF SURVEY MARK SID 24818 A, 50.0 FT
 DO9135'(15.2 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF LAKE GARFIELD
 DO9135'LANDING ROAD, 13.0 FT (4.0 M) NORTH OF 6-INCH (15 CM) PINE TREE, 1.0
 DO9135'FT (0.3 M) WEST-NORTHWEST OF HOG WIRE FENCE AND 1.5 FT (0.5 M)
 DO9135'WEST-NORTHWEST OF CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9134 ***********************************************************************
 DO9134  DESIGNATION -  24818 B
 DO9134  PID         -  DO9134
 DO9134  STATE/COUNTY-  FL/POLK
 DO9134  COUNTRY     -  US
 DO9134  USGS QUAD   -  ELOISE (2018)
 DO9134
 DO9134                         *CURRENT SURVEY CONTROL
 DO9134  ______________________________________________________________________
 DO9134* NAD 83(1986) POSITION- 27 54 02.9    (N) 081 43 24.3    (W)   HD_HELD2
 DO9134* NAVD 88 ORTHO HEIGHT -    31.620 (meters)      103.74  (feet) ADJUSTED
 DO9134  ______________________________________________________________________
 DO9134  GEOID HEIGHT    -        -26.216 (meters)                     GEOID18
 DO9134  DYNAMIC HEIGHT  -         31.573 (meters)      103.59  (feet) COMP
 DO9134  MODELED GRAVITY -    979,160.6   (mgal)                       NAVD 88
 DO9134
 DO9134  VERT ORDER      -  FIRST     CLASS II
 DO9134
 DO9134.The horizontal coordinates were established by autonomous hand held GPS
 DO9134.observations and have an estimated accuracy of +/- 10 meters.
 DO9134
 DO9134.The orthometric height was determined by differential leveling and
 DO9134.adjusted by the NATIONAL GEODETIC SURVEY
 DO9134.in December 2013.
 DO9134
 DO9134.No vertical observational check was made to the station.
 DO9134
 DO9134.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9134.GEOID18 height accuracy estimate available here.
 DO9134
 DO9134.Click photographs - Photos may exist for this station.
 DO9134
 DO9134.The dynamic height is computed by dividing the NAVD 88
 DO9134.geopotential number by the normal gravity value computed on the
 DO9134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9134.degrees latitude (g = 980.6199 gals.).
 DO9134
 DO9134.The modeled gravity was interpolated from observed gravity values.
 DO9134
 DO9134;                    North         East    Units  Estimated Accuracy
 DO9134;SPC FL W     -   395,248.      227,229.      MT  (+/- 10 meters HH2 GPS)
 DO9134
 DO9134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2880586424(NAD 83)
 DO9134
 DO9134                          SUPERSEDED SURVEY CONTROL
 DO9134
 DO9134.No superseded survey control is available for this station.
 DO9134
 DO9134_MARKER: DD = SURVEY DISK
 DO9134_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO9134+WITH SETTING: PAVEMENT
 DO9134_SP_SET: BOAT RAMP
 DO9134_STAMPING: SID 24818 B 2010
 DO9134_MARK LOGO: SWFWMD
 DO9134_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9134+STABILITY: SURFACE MOTION
 DO9134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9134+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 DO9134
 DO9134  HISTORY     - Date     Condition        Report By
 DO9134  HISTORY     - 20100623 MONUMENTED       SWFWMD
 DO9134  HISTORY     - 20120719 GOOD             FLDEP
 DO9134
 DO9134                          STATION DESCRIPTION
 DO9134
 DO9134'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9134'THE MARK IS ABOUT 7.3 MI (11.7 KM) EAST OF BARTOW, 6.5 MI (10.5 KM)
 DO9134'SOUTH OF ELOISE, 2.1 MI (3.4 KM) NORTH-NORTHWEST OF ALTURAS, IN
 DO9134'SECTION 4, TOWNSHIP 30 SOUTH, RANGE 26 EAST.
 DO9134'
 DO9134'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, STATE
 DO9134'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE ON THE EAST
 DO9134'SIDE OF BARTOW, GO EAST ON FLAMINGO DRIVE FOR 0.6 MI (1.0 KM) TO THE
 DO9134'JUNCTION OF STATE ROAD 60 ON THE RIGHT.  TURN RIGHT ON STATE ROAD 60
 DO9134'AND GO EAST FOR 5.35 MI (8.6 KM) TO THE JUNCTION OF SOUTH RIFLE RANGE
 DO9134'ROAD ON THE LEFT.  CONTINUE EAST ON STATE ROAD 60 FOR 0.5 MI (0.8 KM)
 DO9134'TO THE JUNCTION OF ALTURAS ROAD ON THE RIGHT.  TURN RIGHT ON ALTURAS
 DO9134'ROAD AND GO SOUTH FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF LAKE GARFIELD
 DO9134'LANDING ROAD ON THE RIGHT.  TURN RIGHT ON LAKE GARFIELD LANDING ROAD
 DO9134'AND GO WEST FOR 0.2 MI (0.3 KM) TO THE END OF ROAD AND THE MARK, SET
 DO9134'FLUSH IN THE CONCRETE BOAT RAMP.
 DO9134'
 DO9134'LOCATED 159.0 FT (48.5 M) NORTHWEST OF THE SOUTHEAST CORNER OF
 DO9134'CONCRETE BOAT RAMP, 39.8 FT (12.1 M) NORTHWEST OF COUNTY SIGN LAKE
 DO9134'GARFIELD LANDING, 14.3 FT (4.4 M) WEST OF THE EAST EDGE OF CONCRETE
 DO9134'BOAT RAMP AND 7.6 FT (2.3 M) NORTH OF THE SOUTH EDGE OF CONCRETE BOAT
 DO9134'RAMP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9147 ***********************************************************************
 DO9147  DESIGNATION -  24823 A
 DO9147  PID         -  DO9147
 DO9147  STATE/COUNTY-  FL/POLK
 DO9147  COUNTRY     -  US
 DO9147  USGS QUAD   -  HOMELAND (2018)
 DO9147
 DO9147                         *CURRENT SURVEY CONTROL
 DO9147  ______________________________________________________________________
 DO9147* NAD 83(1986) POSITION- 27 49 15.5    (N) 081 48 00.4    (W)   HD_HELD2
 DO9147* NAVD 88 ORTHO HEIGHT -    30.496 (meters)      100.05  (feet) ADJUSTED
 DO9147  ______________________________________________________________________
 DO9147  GEOID HEIGHT    -        -25.775 (meters)                     GEOID18
 DO9147  DYNAMIC HEIGHT  -         30.450 (meters)       99.90  (feet) COMP
 DO9147  MODELED GRAVITY -    979,164.5   (mgal)                       NAVD 88
 DO9147
 DO9147  VERT ORDER      -  FIRST     CLASS II
 DO9147
 DO9147.The horizontal coordinates were established by autonomous hand held GPS
 DO9147.observations and have an estimated accuracy of +/- 10 meters.
 DO9147
 DO9147.The orthometric height was determined by differential leveling and
 DO9147.adjusted by the NATIONAL GEODETIC SURVEY
 DO9147.in December 2013.
 DO9147
 DO9147.No vertical observational check was made to the station.
 DO9147
 DO9147.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9147.GEOID18 height accuracy estimate available here.
 DO9147
 DO9147.Click photographs - Photos may exist for this station.
 DO9147
 DO9147.The dynamic height is computed by dividing the NAVD 88
 DO9147.geopotential number by the normal gravity value computed on the
 DO9147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9147.degrees latitude (g = 980.6199 gals.).
 DO9147
 DO9147.The modeled gravity was interpolated from observed gravity values.
 DO9147
 DO9147;                    North         East    Units  Estimated Accuracy
 DO9147;SPC FL W     -   386,387.      219,693.      MT  (+/- 10 meters HH2 GPS)
 DO9147
 DO9147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2119977627(NAD 83)
 DO9147
 DO9147                          SUPERSEDED SURVEY CONTROL
 DO9147
 DO9147.No superseded survey control is available for this station.
 DO9147
 DO9147_MARKER: DD = SURVEY DISK
 DO9147_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO9147_SP_SET: BRIDGE WING WALL
 DO9147_STAMPING: 24823 A
 DO9147_MARK LOGO: FLSRD
 DO9147_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9147_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9147+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2012
 DO9147
 DO9147  HISTORY     - Date     Condition        Report By
 DO9147  HISTORY     - UNK      MONUMENTED       FLSRD
 DO9147  HISTORY     - 20121023 GOOD             FLDEP
 DO9147
 DO9147                          STATION DESCRIPTION
 DO9147
 DO9147'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9147'THE MARK IS ABOUT 6.2 MI (10.0 KM) WEST-SOUTHWEST OF ALTURAS, 5.8 MI
 DO9147'(9.3 KM) SOUTH-SOUTHEAST OF BARTOW, 1.5 MI (2.4 KM) EAST OF HOMELAND,
 DO9147'IN SECTION 34, TOWNSHIP 30 SOUTH, RANGE 25 EAST.
 DO9147'
 DO9147'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO9147'ROAD 640 (HOMELAND-GARFIELD ROAD) IN HOMELAND, GO EAST ON COUNTY ROAD
 DO9147'640 (HOMELAND-GARFIELD ROAD) FOR 1.0 MI (1.6 KM) TO THE ENTRANCE TO
 DO9147'THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF
 DO9147'MINING AND MINERALS REGULATION AND FLORIDA FISH AND WILDLIFE
 DO9147'CONSERVATION COMMISSION INVASIVE PLANT MANAGEMENT SECTION.  CONTINUE
 DO9147'EAST ON COUNTY ROAD 640 (HOMELAND-GARFIELD ROAD) FOR 0.25 MI (0.4 KM)
 DO9147'TO THE SOUTHWEST END OF A BRIDGE AND THE MARK ON THE RIGHT, SET FLUSH
 DO9147'IN THE WING WALL 0.6 FT (18 CM) ABOVE THE LEVEL OF COUNTY ROAD 640
 DO9147'(HOMELAND-GARFIELD ROAD).
 DO9147'
 DO9147'LOCATED 285.0 FT (86.9 M) SOUTH-SOUTHWEST OF SURVEY MARK 24823 B,
 DO9147'127.2 FT (38.8 M) WEST OF A WATER MONITORING WELL, 37.0 FT (11.3 M)
 DO9147'SOUTHEAST OF THE NORTHWEST CORNER OF THE BRIDGE ABUTMENT, 14.5 FT (4.4
 DO9147'M) 14.5 FT (4.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 DO9147'AND 2.5 FT (0.8 M) SOUTH OF THE STEEL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9148 ***********************************************************************
 DO9148  DESIGNATION -  24823 B
 DO9148  PID         -  DO9148
 DO9148  STATE/COUNTY-  FL/POLK
 DO9148  COUNTRY     -  US
 DO9148  USGS QUAD   -  HOMELAND (2018)
 DO9148
 DO9148                         *CURRENT SURVEY CONTROL
 DO9148  ______________________________________________________________________
 DO9148* NAD 83(1986) POSITION- 27 49 16.1    (N) 081 47 57.3    (W)   HD_HELD2
 DO9148* NAVD 88 ORTHO HEIGHT -    30.491 (meters)      100.04  (feet) ADJUSTED
 DO9148  ______________________________________________________________________
 DO9148  GEOID HEIGHT    -        -25.777 (meters)                     GEOID18
 DO9148  DYNAMIC HEIGHT  -         30.445 (meters)       99.89  (feet) COMP
 DO9148  MODELED GRAVITY -    979,164.5   (mgal)                       NAVD 88
 DO9148
 DO9148  VERT ORDER      -  FIRST     CLASS II
 DO9148
 DO9148.The horizontal coordinates were established by autonomous hand held GPS
 DO9148.observations and have an estimated accuracy of +/- 10 meters.
 DO9148
 DO9148.The orthometric height was determined by differential leveling and
 DO9148.adjusted by the NATIONAL GEODETIC SURVEY
 DO9148.in December 2013.
 DO9148
 DO9148.No vertical observational check was made to the station.
 DO9148
 DO9148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9148.GEOID18 height accuracy estimate available here.
 DO9148
 DO9148.Click photographs - Photos may exist for this station.
 DO9148
 DO9148.The dynamic height is computed by dividing the NAVD 88
 DO9148.geopotential number by the normal gravity value computed on the
 DO9148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9148.degrees latitude (g = 980.6199 gals.).
 DO9148
 DO9148.The modeled gravity was interpolated from observed gravity values.
 DO9148
 DO9148;                    North         East    Units  Estimated Accuracy
 DO9148;SPC FL W     -   386,405.      219,778.      MT  (+/- 10 meters HH2 GPS)
 DO9148
 DO9148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2128477645(NAD 83)
 DO9148
 DO9148                          SUPERSEDED SURVEY CONTROL
 DO9148
 DO9148.No superseded survey control is available for this station.
 DO9148
 DO9148_MARKER: DD = SURVEY DISK
 DO9148_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO9148_SP_SET: BRIDGE WING WALL
 DO9148_STAMPING: 24823 B
 DO9148_MARK LOGO: FLSRD
 DO9148_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9148_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9148_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9148+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2012
 DO9148
 DO9148  HISTORY     - Date     Condition        Report By
 DO9148  HISTORY     - UNK      MONUMENTED       FLSRD
 DO9148  HISTORY     - 20121023 GOOD             FLDEP
 DO9148
 DO9148                          STATION DESCRIPTION
 DO9148
 DO9148'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9148'THE MARK IS ABOUT 6.2 MI (10.0 KM) WEST-SOUTHWEST OF ALTURAS, 5.8 MI
 DO9148'(9.3 KM) SOUTH-SOUTHEAST OF BARTOW, 1.6 MI (2.6 KM) EAST OF HOMELAND,
 DO9148'IN SECTION 34, TOWNSHIP 30 SOUTH, RANGE 25 EAST.
 DO9148'
 DO9148'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO9148'ROAD 640 (HOMELAND-GARFIELD ROAD) IN HOMELAND, GO EAST ON COUNTY ROAD
 DO9148'640 (HOMELAND-GARFIELD ROAD) FOR 1.0 MI (1.6 KM) TO THE ENTRANCE TO
 DO9148'THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF
 DO9148'MINING AND MINERALS REGULATION AND FLORIDA FISH AND WILDLIFE
 DO9148'CONSERVATION COMMISSION INVASIVE PLANT MANAGEMENT SECTION.  CONTINUE
 DO9148'EAST ON COUNTY ROAD 640 (HOMELAND-GARFIELD ROAD) FOR 0.6 MI (1.0 KM)
 DO9148'TO THE NORTHEAST END OF A BRIDGE AND THE MARK ON THE LEFT, SET FLUSH
 DO9148'IN THE WING WALL 0.6 FT (18 CM) ABOVE THE LEVEL OF COUNTY ROAD 640
 DO9148'(HOMELAND-GARFIELD ROAD).
 DO9148'
 DO9148'LOCATED 285.0 FT (86.9 M) NORTH-NORTHEAST OF SURVEY MARK 24823 A,
 DO9148'160.0 FT (48.8 M) NORTHEAST OF A WATER MONITORING WELL, 16.0 FT (4.9
 DO9148'M) NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 640 AND 2.5 FT
 DO9148'(0.8 M) NORTH OF THE STEEL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9126 ***********************************************************************
 DO9126  DESIGNATION -  24833 A
 DO9126  PID         -  DO9126
 DO9126  STATE/COUNTY-  FL/POLK
 DO9126  COUNTRY     -  US
 DO9126  USGS QUAD   -  BARTOW (2018)
 DO9126
 DO9126                         *CURRENT SURVEY CONTROL
 DO9126  ______________________________________________________________________
 DO9126* NAD 83(1986) POSITION- 27 54 08.7    (N) 081 49 00.8    (W)   HD_HELD2
 DO9126* NAVD 88 ORTHO HEIGHT -    32.467 (meters)      106.52  (feet) ADJUSTED
 DO9126  ______________________________________________________________________
 DO9126  GEOID HEIGHT    -        -26.007 (meters)                     GEOID18
 DO9126  DYNAMIC HEIGHT  -         32.419 (meters)      106.36  (feet) COMP
 DO9126  MODELED GRAVITY -    979,167.0   (mgal)                       NAVD 88
 DO9126
 DO9126  VERT ORDER      -  FIRST     CLASS II
 DO9126
 DO9126.The horizontal coordinates were established by autonomous hand held GPS
 DO9126.observations and have an estimated accuracy of +/- 10 meters.
 DO9126
 DO9126.The orthometric height was determined by differential leveling and
 DO9126.adjusted by the NATIONAL GEODETIC SURVEY
 DO9126.in December 2013.
 DO9126
 DO9126.No vertical observational check was made to the station.
 DO9126
 DO9126.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9126.GEOID18 height accuracy estimate available here.
 DO9126
 DO9126.Click photographs - Photos may exist for this station.
 DO9126
 DO9126.The dynamic height is computed by dividing the NAVD 88
 DO9126.geopotential number by the normal gravity value computed on the
 DO9126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9126.degrees latitude (g = 980.6199 gals.).
 DO9126
 DO9126.The modeled gravity was interpolated from observed gravity values.
 DO9126
 DO9126;                    North         East    Units  Estimated Accuracy
 DO9126;SPC FL W     -   395,409.      218,026.      MT  (+/- 10 meters HH2 GPS)
 DO9126
 DO9126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1960786660(NAD 83)
 DO9126
 DO9126                          SUPERSEDED SURVEY CONTROL
 DO9126
 DO9126.No superseded survey control is available for this station.
 DO9126
 DO9126_MARKER: DD = SURVEY DISK
 DO9126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO9126_SP_SET: BRIDGE WINGWALL
 DO9126_STAMPING: 24833 A 2012
 DO9126_MARK LOGO: FLDEP
 DO9126_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9126_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9126+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2012
 DO9126
 DO9126  HISTORY     - Date     Condition        Report By
 DO9126  HISTORY     - 20120928 MONUMENTED       FLDEP
 DO9126
 DO9126                          STATION DESCRIPTION
 DO9126
 DO9126'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9126'THE MARK IS ABOUT 6.6 MI (10.6 KM) WEST-NORTHWEST OF ALTURAS, 5.9 MI
 DO9126'(9.5 KM) NORTH OF HOMELAND, 1.7 MI (2.7 KM) EAST-NORTHEAST OF BARTOW,
 DO9126'IN SECTION 4, TOWNSHIP 30 SOUTH, RANGE 25 EAST.
 DO9126'
 DO9126'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, STATE
 DO9126'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE ON THE EAST
 DO9126'SIDE OF BARTOW, GO EAST ON FLAMINGO DRIVE FOR 0.6 MI (1.0 KM) TO THE
 DO9126'JUNCTION OF STATE ROAD 60 ON THE RIGHT.  TURN RIGHT ON STATE ROAD 60
 DO9126'AND GO EAST FOR 0.25 MI (0.4 KM) TO THE NORTHEAST CORNER OF THE
 DO9126'EASTERNMOST OF 2 BRIDGES OVER THE PEACE RIVER AND THE MARK ON THE
 DO9126'LEFT, SET FLUSH IN THE TOP OF A CONCRETE BRIDGE WING WALL AND 0.7 FT
 DO9126'(21 CM) ABOVE THE LEVEL OF STATE ROAD 60.
 DO9126'
 DO9126'LOCATED 46.8 FT (14.3 M) SOUTH OF THE APPROXIMATELY CENTERLINE OF
 DO9126'STATE ROAD 60 WESTBOUND LANES, 33.2 FT (10.1 M) NORTH OF SURVEY MARK
 DO9126'28833 B, 19.3 FT (5.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DO9126'ROAD 60 EASTBOUND LANES AND 16.2 FT (4.9 M) WEST OF A STORM DRAIN
 DO9126'MANHOLE COVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9136 ***********************************************************************
 DO9136  DESIGNATION -  24833 B
 DO9136  PID         -  DO9136
 DO9136  STATE/COUNTY-  FL/POLK
 DO9136  COUNTRY     -  US
 DO9136  USGS QUAD   -  BARTOW (2018)
 DO9136
 DO9136                         *CURRENT SURVEY CONTROL
 DO9136  ______________________________________________________________________
 DO9136* NAD 83(1986) POSITION- 27 54 08.7    (N) 081 49 00.7    (W)   HD_HELD2
 DO9136* NAVD 88 ORTHO HEIGHT -    32.471 (meters)      106.53  (feet) ADJUSTED
 DO9136  ______________________________________________________________________
 DO9136  GEOID HEIGHT    -        -26.007 (meters)                     GEOID18
 DO9136  DYNAMIC HEIGHT  -         32.422 (meters)      106.37  (feet) COMP
 DO9136  MODELED GRAVITY -    979,167.0   (mgal)                       NAVD 88
 DO9136
 DO9136  VERT ORDER      -  FIRST     CLASS II
 DO9136
 DO9136.The horizontal coordinates were established by autonomous hand held GPS
 DO9136.observations and have an estimated accuracy of +/- 10 meters.
 DO9136
 DO9136.The orthometric height was determined by differential leveling and
 DO9136.adjusted by the NATIONAL GEODETIC SURVEY
 DO9136.in December 2013.
 DO9136
 DO9136.No vertical observational check was made to the station.
 DO9136
 DO9136.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9136.GEOID18 height accuracy estimate available here.
 DO9136
 DO9136.Click photographs - Photos may exist for this station.
 DO9136
 DO9136.The dynamic height is computed by dividing the NAVD 88
 DO9136.geopotential number by the normal gravity value computed on the
 DO9136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9136.degrees latitude (g = 980.6199 gals.).
 DO9136
 DO9136.The modeled gravity was interpolated from observed gravity values.
 DO9136
 DO9136;                    North         East    Units  Estimated Accuracy
 DO9136;SPC FL W     -   395,409.      218,029.      MT  (+/- 10 meters HH2 GPS)
 DO9136
 DO9136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1961086660(NAD 83)
 DO9136
 DO9136                          SUPERSEDED SURVEY CONTROL
 DO9136
 DO9136.No superseded survey control is available for this station.
 DO9136
 DO9136_MARKER: DD = SURVEY DISK
 DO9136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO9136_SP_SET: BRIDGE WINGWALL
 DO9136_STAMPING: 24833 B
 DO9136_MARK LOGO: FLSRD
 DO9136_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9136+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2012
 DO9136
 DO9136  HISTORY     - Date     Condition        Report By
 DO9136  HISTORY     - 20120928 MONUMENTED       FLDEP
 DO9136
 DO9136                          STATION DESCRIPTION
 DO9136
 DO9136'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9136'THE MARK IS ABOUT 6.6 MI (10.6 KM) WEST-NORTHWEST OF ALTURAS, 5.9 MI
 DO9136'(9.5 KM) NORTH OF HOMELAND, 1.7 MI (2.7 KM) EAST-NORTHEAST OF BARTOW,
 DO9136'IN SECTION 4, TOWNSHIP 30 SOUTH, RANGE 25 EAST.
 DO9136'
 DO9136'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, STATE
 DO9136'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE ON THE EAST
 DO9136'SIDE OF BARTOW, GO EAST ON FLAMINGO DRIVE FOR 0.6 MI (1.0 KM) TO THE
 DO9136'JUNCTION OF STATE ROAD 60 ON THE RIGHT.  TURN RIGHT ON STATE ROAD 60
 DO9136'AND GO EAST FOR 0.25 MI (0.4 KM) TO THE SOUTHEAST END OF THE EASTERN
 DO9136'MOST OF 2 BRIDGES OVER THE PEACE RIVER AND THE MARK ON THE RIGHT, SET
 DO9136'FLUSH IN THE TOP OF A CONCRETE BRIDGE WING WALL 0.7 FT (21 CM) ABOVE
 DO9136'THE LEVEL OF STATE ROAD 60.
 DO9136'
 DO9136'LOCATED 61.4 FT (18.7 M) NORTHWEST OF A WOODEN POWERPOLE, 33.2 FT
 DO9136'(10.1 M) SOUTH OF SURVEY MARK 24833 A, 16.8 FT (5.1 M) SOUTH OF THE
 DO9136'APPROXIMATE CENTERLINE OF STATE 60 EASTBOUND LANES AND 15.8 FT (4.8 M)
 DO9136'WEST OF THE CENTER OF THE STORM DRAIN MANHOLE COVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9144 ***********************************************************************
 DO9144  DESIGNATION -  24834 A
 DO9144  PID         -  DO9144
 DO9144  STATE/COUNTY-  FL/POLK
 DO9144  COUNTRY     -  US
 DO9144  USGS QUAD   -  HOMELAND (2018)
 DO9144
 DO9144                         *CURRENT SURVEY CONTROL
 DO9144  ______________________________________________________________________
 DO9144* NAD 83(1986) POSITION- 27 49 08.9    (N) 081 48 05.1    (W)   HD_HELD2
 DO9144* NAVD 88 ORTHO HEIGHT -    31.489 (meters)      103.31  (feet) ADJUSTED
 DO9144  ______________________________________________________________________
 DO9144  GEOID HEIGHT    -        -25.767 (meters)                     GEOID18
 DO9144  DYNAMIC HEIGHT  -         31.443 (meters)      103.16  (feet) COMP
 DO9144  MODELED GRAVITY -    979,164.4   (mgal)                       NAVD 88
 DO9144
 DO9144  VERT ORDER      -  FIRST     CLASS II
 DO9144
 DO9144.The horizontal coordinates were established by autonomous hand held GPS
 DO9144.observations and have an estimated accuracy of +/- 10 meters.
 DO9144
 DO9144.The orthometric height was determined by differential leveling and
 DO9144.adjusted by the NATIONAL GEODETIC SURVEY
 DO9144.in December 2013.
 DO9144
 DO9144.No vertical observational check was made to the station.
 DO9144
 DO9144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9144.GEOID18 height accuracy estimate available here.
 DO9144
 DO9144.Click photographs - Photos may exist for this station.
 DO9144
 DO9144.The dynamic height is computed by dividing the NAVD 88
 DO9144.geopotential number by the normal gravity value computed on the
 DO9144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9144.degrees latitude (g = 980.6199 gals.).
 DO9144
 DO9144.The modeled gravity was interpolated from observed gravity values.
 DO9144
 DO9144;                    North         East    Units  Estimated Accuracy
 DO9144;SPC FL W     -   386,183.      219,564.      MT  (+/- 10 meters HH2 GPS)
 DO9144
 DO9144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2107077425(NAD 83)
 DO9144
 DO9144                          SUPERSEDED SURVEY CONTROL
 DO9144
 DO9144.No superseded survey control is available for this station.
 DO9144
 DO9144_MARKER: F = FLANGE-ENCASED ROD
 DO9144_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO9144_STAMPING: 24834 A 2012
 DO9144_MARK LOGO: NGS
 DO9144_PROJECTION: RECESSED 8 CENTIMETERS
 DO9144_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9144+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2012
 DO9144_ROD/PIPE-DEPTH: 8.5 meters
 DO9144
 DO9144  HISTORY     - Date     Condition        Report By
 DO9144  HISTORY     - 20121025 MONUMENTED       SWFWMD
 DO9144
 DO9144                          STATION DESCRIPTION
 DO9144
 DO9144'DESCRIBED BY SW FL WTR MGMT DIST 2012 (JMO)
 DO9144'THE MARK IS ABOUT 6.4 MI (10.3 KM) SOUTHWEST OF ALTURAS, 5.9 MI (9.5
 DO9144'KM) SOUTH-SOUTHEAST OF BARTOW, 1.4 MI (2.3 KM) EAST OF HOMELAND, IN
 DO9144'SECTION 3, TOWNSHIP 31 SOUTH, RANGE 25 EAST.
 DO9144'
 DO9144'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO9144'ROAD 640 (HOMELAND-GARFIELD ROAD) IN HOMELAND, GO EAST ON COUNTY ROAD
 DO9144'640 (HOMELAND-GARFIELD ROAD) FOR 1.0 MI (1.6 KM) TO THE ENTRANCE TO
 DO9144'THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF
 DO9144'MINING AND MINERALS REGULATION AND FLORIDA FISH AND WILDLIFE
 DO9144'CONSERVATION COMMISSION INVASIVE PLANT MANAGEMENT SECTION, PERMISSION
 DO9144'MUST BE APPROVED AT THE FRONT OFFICE.  TURN RIGHT ON THE ENTRANCE ROAD
 DO9144'AND GO SOUTH FOR 200.0 FT (61.0 M) TO A DIM DIRT ROAD ON THE LEFT.
 DO9144'TURN LEFT ON THE DIM DIRT ROAD AND GO EAST AND SOUTH FOR 0.1 MI (0.2
 DO9144'KM) TO A T-JUNCTION.  TURN RIGHT ON THE DIM DIRT ROAD AND GO WEST FOR
 DO9144'105.2 FT (32.1 M) TO THE MARK, A STAINLESS STEEL ROD DRIVEN TO REFUSAL
 DO9144'AT A DEPTH OF 27.8 FT (8.5 M) WITH AN NATIONAL GEODETIC SURVEY LOGO
 DO9144'CAP RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 0.2 FT (6
 DO9144'CM) BELOW THE LEVEL OF THE DIM DIRT ROAD, THE DATUM POINT IS RECESSED
 DO9144'0.3 FT (9 CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO
 DO9144'CAP.
 DO9144'
 DO9144'LOCATED 105.4 FT (32.1 M) SOUTHWEST OF WATER MONITORING WELL PIPE,
 DO9144'105.2 FT (32.1 M) SOUTHWEST OF SURVEY MARK WEL 1228, 74.0 FT (22.6 M)
 DO9144'EAST OF A 12-INCH (30 CM) PINE TREE, 11.3 FT (3.4 M) NORTHEAST OF A
 DO9144'6-INCH (15 CM) PINE TREE, 9.5 FT (2.9 M) SOUTH OF THE APPROXIMATE
 DO9144'CENTERLINE OF THE DIM DIRT ROAD AND 1.7 FT (0.5 M) NORTH OF A
 DO9144'CARSONITE WITNESS POST.
 DO9144'
 DO9144'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DO9144'CAP.
 DO9144'
 DO9144'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DO9144'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9219 ***********************************************************************
 DO9219  DESIGNATION -  24839
 DO9219  PID         -  DO9219
 DO9219  STATE/COUNTY-  FL/POLK
 DO9219  COUNTRY     -  US
 DO9219  USGS QUAD   -  BARTOW (2018)
 DO9219
 DO9219                         *CURRENT SURVEY CONTROL
 DO9219  ______________________________________________________________________
 DO9219* NAD 83(1986) POSITION- 27 53 02.2    (N) 081 51 50.8    (W)   HD_HELD2
 DO9219* NAVD 88 ORTHO HEIGHT -    35.875 (meters)      117.70  (feet) ADJUSTED
 DO9219  ______________________________________________________________________
 DO9219  GEOID HEIGHT    -        -25.824 (meters)                     GEOID18
 DO9219  DYNAMIC HEIGHT  -         35.822 (meters)      117.53  (feet) COMP
 DO9219  MODELED GRAVITY -    979,168.2   (mgal)                       NAVD 88
 DO9219
 DO9219  VERT ORDER      -  FIRST     CLASS II
 DO9219
 DO9219.The horizontal coordinates were established by autonomous hand held GPS
 DO9219.observations and have an estimated accuracy of +/- 10 meters.
 DO9219
 DO9219.The orthometric height was determined by differential leveling and
 DO9219.adjusted by the NATIONAL GEODETIC SURVEY
 DO9219.in December 2013.
 DO9219
 DO9219.No vertical observational check was made to the station.
 DO9219
 DO9219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9219.GEOID18 height accuracy estimate available here.
 DO9219
 DO9219.Click photographs - Photos may exist for this station.
 DO9219
 DO9219.The dynamic height is computed by dividing the NAVD 88
 DO9219.geopotential number by the normal gravity value computed on the
 DO9219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9219.degrees latitude (g = 980.6199 gals.).
 DO9219
 DO9219.The modeled gravity was interpolated from observed gravity values.
 DO9219
 DO9219;                    North         East    Units  Estimated Accuracy
 DO9219;SPC FL W     -   393,356.      213,380.      MT  (+/- 10 meters HH2 GPS)
 DO9219
 DO9219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1494584646(NAD 83)
 DO9219
 DO9219                          SUPERSEDED SURVEY CONTROL
 DO9219
 DO9219.No superseded survey control is available for this station.
 DO9219
 DO9219_MARKER: DD = SURVEY DISK
 DO9219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9219_STAMPING: 24839 2011
 DO9219_MARK LOGO: SWFWMD
 DO9219_PROJECTION: RECESSED 3 CENTIMETERS
 DO9219_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9219+STABILITY: SURFACE MOTION
 DO9219
 DO9219  HISTORY     - Date     Condition        Report By
 DO9219  HISTORY     - 20110101 MONUMENTED       SWFWMD
 DO9219  HISTORY     - 20130110 GOOD             FLDEP
 DO9219
 DO9219                          STATION DESCRIPTION
 DO9219
 DO9219'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9219'THE MARK IS ABOUT 6.7 MI (10.8 KM) EAST OF MULBERRY, 5.2 MI (8.4 KM)
 DO9219'NORTH-NORTHWEST OF HOMELAND, 1.5 MI (2.4 KM) WEST-SOUTHWEST OF BARTOW,
 DO9219'IN SECTION 1, TOWNSHIP 30 SOUTH, RANGE 24 EAST.  THE MARK IS SET IN A
 DO9219'LOCKED FENCED AREA, A KEY IS REQUIRED FROM THE SOUTHWEST FLORIDA WATER
 DO9219'MANAGEMENT DISTRICT.
 DO9219'
 DO9219'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 555 SOUTH AND STATE
 DO9219'ROAD 60 (VAN FLEET DRIVE) ON THE WEST SIDE OF BARTOW, GO SOUTH ON
 DO9219'COUNTY ROAD 555 FOR 0.85 MI (1.4 KM) TO A DIRT ROAD ON THE RIGHT,
 DO9219'LEADING WEST BEHIND THE COUNTY PARK.  TURN RIGHT ON THE DIRT ROAD AND
 DO9219'GO WEST FOR 0.25 MI (0.4 KM) TO THE DEAD END, INTO THE PARKING AREA
 DO9219'AND THE MARK, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.1
 DO9219'FT (3 CM) BELOW THE LEVEL OF THE GROUND AND 0.4 FT (12 CM) ABOVE THE
 DO9219'LEVEL OF THE PARKING AREA.
 DO9219'
 DO9219'LOCATED 32.3 FT (9.8 M) SOUTHEAST OF SURVEY MARK 24840, 21.6 FT (6.6
 DO9219'M) EAST OF THE APPROXIMATE CENTER OF THE GATE FOR THE CHAIN LINK
 DO9219'FENCE, 4.0 FT (1.2 M) SOUTH OF WATER MONITORING WELL 24839, 1.6 FT
 DO9219'(0.5 M) NORTHWEST OF THE SOUTHEAST CORNER OF THE CHAIN LINK FENCE AND
 DO9219'1.4 FT (0.4 M) NORTH OF THE CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9220 ***********************************************************************
 DO9220  DESIGNATION -  24840
 DO9220  PID         -  DO9220
 DO9220  STATE/COUNTY-  FL/POLK
 DO9220  COUNTRY     -  US
 DO9220  USGS QUAD   -  BARTOW (2018)
 DO9220
 DO9220                         *CURRENT SURVEY CONTROL
 DO9220  ______________________________________________________________________
 DO9220* NAD 83(1986) POSITION- 27 53 02.3    (N) 081 51 51.1    (W)   HD_HELD2
 DO9220* NAVD 88 ORTHO HEIGHT -    35.915 (meters)      117.83  (feet) ADJUSTED
 DO9220  ______________________________________________________________________
 DO9220  GEOID HEIGHT    -        -25.824 (meters)                     GEOID18
 DO9220  DYNAMIC HEIGHT  -         35.862 (meters)      117.66  (feet) COMP
 DO9220  MODELED GRAVITY -    979,168.2   (mgal)                       NAVD 88
 DO9220
 DO9220  VERT ORDER      -  FIRST     CLASS II
 DO9220
 DO9220.The horizontal coordinates were established by autonomous hand held GPS
 DO9220.observations and have an estimated accuracy of +/- 10 meters.
 DO9220
 DO9220.The orthometric height was determined by differential leveling and
 DO9220.adjusted by the NATIONAL GEODETIC SURVEY
 DO9220.in December 2013.
 DO9220
 DO9220.No vertical observational check was made to the station.
 DO9220
 DO9220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9220.GEOID18 height accuracy estimate available here.
 DO9220
 DO9220.Click photographs - Photos may exist for this station.
 DO9220
 DO9220.The dynamic height is computed by dividing the NAVD 88
 DO9220.geopotential number by the normal gravity value computed on the
 DO9220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9220.degrees latitude (g = 980.6199 gals.).
 DO9220
 DO9220.The modeled gravity was interpolated from observed gravity values.
 DO9220
 DO9220;                    North         East    Units  Estimated Accuracy
 DO9220;SPC FL W     -   393,359.      213,372.      MT  (+/- 10 meters HH2 GPS)
 DO9220
 DO9220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1493784649(NAD 83)
 DO9220
 DO9220                          SUPERSEDED SURVEY CONTROL
 DO9220
 DO9220.No superseded survey control is available for this station.
 DO9220
 DO9220_MARKER: DD = SURVEY DISK
 DO9220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9220_STAMPING: 24840 2011
 DO9220_MARK LOGO: SWFWMD
 DO9220_PROJECTION: RECESSED 3 CENTIMETERS
 DO9220_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9220+STABILITY: SURFACE MOTION
 DO9220
 DO9220  HISTORY     - Date     Condition        Report By
 DO9220  HISTORY     - 20110101 MONUMENTED       SWFWMD
 DO9220  HISTORY     - 20130110 GOOD             FLDEP
 DO9220
 DO9220                          STATION DESCRIPTION
 DO9220
 DO9220'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9220'THE MARK IS ABOUT 6.7 MI (10.8 KM) EAST OF MULBERRY, 5.2 MI (8.4 KM)
 DO9220'NORTH-NORTHWEST OF HOMELAND, 1.5 MI (2.4 KM) WEST-SOUTHWEST OF BARTOW,
 DO9220'IN SECTION 1, TOWNSHIP 30 SOUTH, RANGE 24 EAST.  THE MARK IS SET IN A
 DO9220'LOCKED FENCED AREA, A KEY IS REQUIRED FROM THE SOUTHWEST FLORIDA WATER
 DO9220'MANAGEMENT DISTRICT.
 DO9220'
 DO9220'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 555 SOUTH AND STATE
 DO9220'ROAD 60 (VAN FLEET DRIVE) ON THE WEST SIDE OF BARTOW, GO SOUTH ON
 DO9220'COUNTY ROAD 555 FOR 0.85 MI (1.4 KM) TO A DIRT ROAD ON THE RIGHT,
 DO9220'LEADING WEST BEHIND THE COUNTY PARK.  TURN RIGHT ON THE DIRT ROAD AND
 DO9220'GO WEST FOR 0.25 MI (0.4 KM) TO THE DEAD END, INTO THE PARKING AREA
 DO9220'AND THE MARK, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.1
 DO9220'FT (3 CM) BELOW THE LEVEL OF THE GROUND AND 0.4 FT (12 CM) ABOVE THE
 DO9220'LEVEL OF THE PARKING AREA.
 DO9220'
 DO9220'LOCATED 32.3 FT (9.8 M) NORTHWEST OF SURVEY MARK 24840, 8.1 FT (2.5 M)
 DO9220'NORTH OF WATER MONITORING WELL 24840, 3.4 FT (1.0 M) EAST OF THE
 DO9220'NORTHWEST CORNER OF THE CHAIN LINK FENCE AND 1.2 FT (0.4 M) SOUTH OF
 DO9220'THE CHAIN LINK FENCE.
 DO9220'
 DO9220'NOTE A MOWER HAD CUT OFF THE STAMPING AND HAS BEEN RESTAMPED BEFORE
 DO9220'BEING LEVELED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8946 ***********************************************************************
 DO8946  DESIGNATION -  24844 A
 DO8946  PID         -  DO8946
 DO8946  STATE/COUNTY-  FL/POLK
 DO8946  COUNTRY     -  US
 DO8946  USGS QUAD   -  WINTER HAVEN (2018)
 DO8946
 DO8946                         *CURRENT SURVEY CONTROL
 DO8946  ______________________________________________________________________
 DO8946* NAD 83(1986) POSITION- 28 03 52.3    (N) 081 38 45.2    (W)   HD_HELD2
 DO8946* NAVD 88 ORTHO HEIGHT -    37.527 (meters)      123.12  (feet) ADJUSTED
 DO8946  ______________________________________________________________________
 DO8946  GEOID HEIGHT    -        -26.938 (meters)                     GEOID18
 DO8946  DYNAMIC HEIGHT  -         37.471 (meters)      122.94  (feet) COMP
 DO8946  MODELED GRAVITY -    979,151.0   (mgal)                       NAVD 88
 DO8946
 DO8946  VERT ORDER      -  FIRST     CLASS II
 DO8946
 DO8946.The horizontal coordinates were established by autonomous hand held GPS
 DO8946.observations and have an estimated accuracy of +/- 10 meters.
 DO8946
 DO8946.The orthometric height was determined by differential leveling and
 DO8946.adjusted by the NATIONAL GEODETIC SURVEY
 DO8946.in December 2013.
 DO8946
 DO8946.No vertical observational check was made to the station.
 DO8946
 DO8946.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8946.GEOID18 height accuracy estimate available here.
 DO8946
 DO8946.Click photographs - Photos may exist for this station.
 DO8946
 DO8946.The dynamic height is computed by dividing the NAVD 88
 DO8946.geopotential number by the normal gravity value computed on the
 DO8946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8946.degrees latitude (g = 980.6199 gals.).
 DO8946
 DO8946.The modeled gravity was interpolated from observed gravity values.
 DO8946
 DO8946;                    North         East    Units  Estimated Accuracy
 DO8946;SPC FL W     -   413,410.      234,808.      MT  (+/- 10 meters HH2 GPS)
 DO8946
 DO8946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3653104518(NAD 83)
 DO8946
 DO8946                          SUPERSEDED SURVEY CONTROL
 DO8946
 DO8946.No superseded survey control is available for this station.
 DO8946
 DO8946_MARKER: DD = SURVEY DISK
 DO8946_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8946_STAMPING: 24844 A 2012
 DO8946_MARK LOGO: SWFWMD
 DO8946_PROJECTION: RECESSED 5 CENTIMETERS
 DO8946_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8946_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8946+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 DO8946_ROD/PIPE-DEPTH: 6.3 meters
 DO8946
 DO8946  HISTORY     - Date     Condition        Report By
 DO8946  HISTORY     - 20120719 MONUMENTED       FLDEP
 DO8946
 DO8946                          STATION DESCRIPTION
 DO8946
 DO8946'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8946'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF DAVENPORT, 6.1
 DO8946'MI (9.8 KM) EAST-NORTHEAST OF WINTER HAVEN, 3.3 MI (5.3 KM)
 DO8946'NORTH-NORTHWEST OF DUNDEE, IN SECTION 7, TOWNSHIP 28 SOUTH, RANGE 27
 DO8946'EAST.
 DO8946'
 DO8946'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND U.S.
 DO8946'HIGHWAY 27 ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF HAINES CITY, GO SOUTH ON
 DO8946'U.S. HIGHWAY 27 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF PARADISE
 DO8946'ISLAND DRIVE ON THE LEFT AND SUNSHINE DRIVE ON THE RIGHT.  TURN RIGHT
 DO8946'ON SUNSHINE DRIVE AND GO SOUTHWEST FOR ABOUT 350.0 FT (106.7 M) TO THE
 DO8946'ENTRANCE GATE TO LAKE REGION VILLAGE.  CONTINUE SOUTHWEST ON SUNSHINE
 DO8946'DRIVE FOR 0.25 MI (0.4 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD
 DO8946'DRIVEN TO REFUSAL AT A DEPTH OF 20.6 FT (6.3 M) WITH AN ALUMINUM
 DO8946'SWFWMD DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO8946'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH SUNSHINE
 DO8946'DRIVE.
 DO8946'
 DO8946'LOCATED 105.5 FT (32.2 M) SOUTH-SOUTHEAST OF THE APPROXIMATE
 DO8946'CENTERLINE OF SUNSHINE DRIVE, 98.5 FT (30.0 M) EAST OF A WOODEN POWER
 DO8946'POLE, 88.8 FT (27.1 M) NORTH OF SURVEY MARK 24844 B, 2.7 FT (0.8 M)
 DO8946'WEST OF A CHAIN LINK FENCE AND 2.5 FT (0.8 M) WEST OF A CARSONITE
 DO8946'WITNESS POST.
 DO8946'
 DO8946'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8946'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8947 ***********************************************************************
 DO8947  DESIGNATION -  24844 B
 DO8947  PID         -  DO8947
 DO8947  STATE/COUNTY-  FL/POLK
 DO8947  COUNTRY     -  US
 DO8947  USGS QUAD   -  WINTER HAVEN (2018)
 DO8947
 DO8947                         *CURRENT SURVEY CONTROL
 DO8947  ______________________________________________________________________
 DO8947* NAD 83(1986) POSITION- 28 03 51.3    (N) 081 38 45.2    (W)   HD_HELD2
 DO8947* NAVD 88 ORTHO HEIGHT -    37.613 (meters)      123.40  (feet) ADJUSTED
 DO8947  ______________________________________________________________________
 DO8947  GEOID HEIGHT    -        -26.937 (meters)                     GEOID18
 DO8947  DYNAMIC HEIGHT  -         37.557 (meters)      123.22  (feet) COMP
 DO8947  MODELED GRAVITY -    979,151.0   (mgal)                       NAVD 88
 DO8947
 DO8947  VERT ORDER      -  FIRST     CLASS II
 DO8947
 DO8947.The horizontal coordinates were established by autonomous hand held GPS
 DO8947.observations and have an estimated accuracy of +/- 10 meters.
 DO8947
 DO8947.The orthometric height was determined by differential leveling and
 DO8947.adjusted by the NATIONAL GEODETIC SURVEY
 DO8947.in December 2013.
 DO8947
 DO8947.No vertical observational check was made to the station.
 DO8947
 DO8947.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8947.GEOID18 height accuracy estimate available here.
 DO8947
 DO8947.Click photographs - Photos may exist for this station.
 DO8947
 DO8947.The dynamic height is computed by dividing the NAVD 88
 DO8947.geopotential number by the normal gravity value computed on the
 DO8947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8947.degrees latitude (g = 980.6199 gals.).
 DO8947
 DO8947.The modeled gravity was interpolated from observed gravity values.
 DO8947
 DO8947;                    North         East    Units  Estimated Accuracy
 DO8947;SPC FL W     -   413,379.      234,808.      MT  (+/- 10 meters HH2 GPS)
 DO8947
 DO8947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3653104488(NAD 83)
 DO8947
 DO8947                          SUPERSEDED SURVEY CONTROL
 DO8947
 DO8947.No superseded survey control is available for this station.
 DO8947
 DO8947_MARKER: DD = SURVEY DISK
 DO8947_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8947_STAMPING: 24844 B 2012
 DO8947_MARK LOGO: SWFWMD
 DO8947_PROJECTION: RECESSED 5 CENTIMETERS
 DO8947_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8947_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8947+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2016
 DO8947_ROD/PIPE-DEPTH: 6.2 meters
 DO8947
 DO8947  HISTORY     - Date     Condition        Report By
 DO8947  HISTORY     - 20120719 MONUMENTED       FLDEP
 DO8947  HISTORY     - 20160311 GOOD             FLDEP
 DO8947
 DO8947                          STATION DESCRIPTION
 DO8947
 DO8947'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8947'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF DAVENPORT, 6.1
 DO8947'MI (9.8 KM) EAST-NORTHEAST OF WINTER HAVEN, 3.3 MI (5.3 KM)
 DO8947'NORTH-NORTHWEST OF DUNDEE, IN SECTION 7, TOWNSHIP 28 SOUTH, RANGE 27
 DO8947'EAST.
 DO8947'
 DO8947'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND U.S.
 DO8947'HIGHWAY 27 ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF HAINES CITY, GO SOUTH ON
 DO8947'U.S. HIGHWAY 27 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF PARADISE
 DO8947'ISLAND DRIVE ON THE LEFT AND SUNSHINE DRIVE ON THE RIGHT.  TURN RIGHT
 DO8947'ON SUNSHINE DRIVE AND GO SOUTHWEST FOR ABOUT 350.0 FT (106.7 M) TO THE
 DO8947'ENTRANCE GATE TO LAKE REGION VILLAGE.  CONTINUE SOUTHWEST ON SUNSHINE
 DO8947'DRIVE FOR 0.25 MI (0.4 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD
 DO8947'DRIVEN TO REFUSAL AT A DEPTH OF 20.3 FT (6.2 M) WITH AN ALUMINUM
 DO8947'SWFWMD DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO8947'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH SUNSHINE
 DO8947'DRIVE.
 DO8947'
 DO8947'LOCATED 193.0 FT (58.8 M) SOUTH-SOUTHEAST OF THE APPROXIMATE
 DO8947'CENTERLINE OF SUNSHINE DRIVE NORTHEAST BOUND LANES, 109.8 FT (33.5 M)
 DO8947'EAST OF A FLAG POLE, 88.8 FT (27.1 M) SOUTH OF SURVEY MARK 24844 A,
 DO8947'2.0 FT (0.6 M) WEST OF A CHAIN LINK FENCE AND 1.6 FT (0.5 M) WEST OF A
 DO8947'CARSONITE WITNESS POST.
 DO8947'
 DO8947'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8947'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO8947
 DO8947                          STATION RECOVERY (2016)
 DO8947
 DO8947'RECOVERY NOTE BY FL DEPT OF ENV PRO 2016 (BPJ)
 DO8947'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3132 ***********************************************************************
 DQ3132  DESIGNATION -  24844 C
 DQ3132  PID         -  DQ3132
 DQ3132  STATE/COUNTY-  FL/POLK
 DQ3132  COUNTRY     -  US
 DQ3132  USGS QUAD   -  WINTER HAVEN (2018)
 DQ3132
 DQ3132                         *CURRENT SURVEY CONTROL
 DQ3132  ______________________________________________________________________
 DQ3132* NAD 83(1986) POSITION- 28 03 51.0    (N) 081 38 46.4    (W)   HD_HELD2
 DQ3132* NAVD 88 ORTHO HEIGHT -    37.407 (meters)      122.73  (feet) ADJUSTED
 DQ3132  ______________________________________________________________________
 DQ3132  GEOID HEIGHT    -        -26.937 (meters)                     GEOID18
 DQ3132  DYNAMIC HEIGHT  -         37.351 (meters)      122.54  (feet) COMP
 DQ3132  MODELED GRAVITY -    979,151.0   (mgal)                       NAVD 88
 DQ3132
 DQ3132  VERT ORDER      -  FIRST     CLASS II
 DQ3132
 DQ3132.The horizontal coordinates were established by autonomous hand held GPS
 DQ3132.observations and have an estimated accuracy of +/- 10 meters.
 DQ3132
 DQ3132.The orthometric height was determined by differential leveling and
 DQ3132.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3132.in October 2016.
 DQ3132
 DQ3132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3132.GEOID18 height accuracy estimate available here.
 DQ3132
 DQ3132.Click photographs - Photos may exist for this station.
 DQ3132
 DQ3132.The dynamic height is computed by dividing the NAVD 88
 DQ3132.geopotential number by the normal gravity value computed on the
 DQ3132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3132.degrees latitude (g = 980.6199 gals.).
 DQ3132
 DQ3132.The modeled gravity was interpolated from observed gravity values.
 DQ3132
 DQ3132;                    North         East    Units  Estimated Accuracy
 DQ3132;SPC FL W     -   413,370.      234,776.      MT  (+/- 10 meters HH2 GPS)
 DQ3132
 DQ3132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3649804478(NAD 83)
 DQ3132
 DQ3132                          SUPERSEDED SURVEY CONTROL
 DQ3132
 DQ3132.No superseded survey control is available for this station.
 DQ3132
 DQ3132_MARKER: DD = SURVEY DISK
 DQ3132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3132_STAMPING: 24844 C 2016
 DQ3132_MARK LOGO: SWFWMD
 DQ3132_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3132_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3132+STABILITY: SURFACE MOTION
 DQ3132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3132+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2016
 DQ3132
 DQ3132  HISTORY     - Date     Condition        Report By
 DQ3132  HISTORY     - 20160315 MONUMENTED       FLDEP
 DQ3132
 DQ3132                          STATION DESCRIPTION
 DQ3132
 DQ3132'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ3132'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF DAVENPORT, 6.0
 DQ3132'MI (9.7 KM) EAST-NORTHEAST OF WINTER HAVEN, 3.3 MI (5.3 KM)
 DQ3132'NORTH-NORTHWEST OF DUNDEE, IN SECTION 7, TOWNSHIP 28 SOUTH, RANGE 27
 DQ3132'EAST.
 DQ3132'
 DQ3132'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND U.S.
 DQ3132'HIGHWAY 27 ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF HAINES CITY, GO SOUTH ON
 DQ3132'U.S. HIGHWAY 27 FOR 1.05 MI (1.69 KM) TO THE INTERSECTION OF PARADISE
 DQ3132'ISLAND DRIVE ON THE LEFT AND SUNSHINE DRIVE ON THE RIGHT.  TURN RIGHT
 DQ3132'ON SUNSHINE DRIVE AND GO SOUTHWEST FOR ABOUT 350.0 FT (106.7 M) TO THE
 DQ3132'ENTRANCE GATE TO LAKE REGION VILLAGE.  CONTINUE SOUTHWEST ON SUNSHINE
 DQ3132'DRIVE FOR 0.25 MI (0.40 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD
 DQ3132'DRIVEN TO REFUSAL AT A DEPTH OF 37.0 FT (11.3 M) WITH AN ALUMINUM
 DQ3132'SWFWMD DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DQ3132'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE
 DQ3132'LEVEL OF THE GROUND AND 3.0 FT (0.9 M) ABOVE THE CONCRETE BOAT RAMP.
 DQ3132'
 DQ3132'LOCATED 103.5 FT (31.5 M) WEST-SOUTHWEST OF SURVEY MARK 24844 B, 59.5
 DQ3132'FT (18.1 M) WEST-SOUTHWEST OF A FLAG POLE, 15.6 FT (4.8 M)
 DQ3132'EAST-SOUTHEAST OF A WOODEN POWERPOLE NUMBER 6-81981, 13.2 FT (4.0 M)
 DQ3132'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP AND 1.0 FT
 DQ3132'(0.3 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DQ3132'
 DQ3132'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DQ3132'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1885 ***********************************************************************
 DO1885  DESIGNATION -  24846 A
 DO1885  PID         -  DO1885
 DO1885  STATE/COUNTY-  FL/POLK
 DO1885  COUNTRY     -  US
 DO1885  USGS QUAD   -  WINTER HAVEN (2018)
 DO1885
 DO1885                         *CURRENT SURVEY CONTROL
 DO1885  ______________________________________________________________________
 DO1885* NAD 83(1986) POSITION- 28 01 05.4    (N) 081 45 00.5    (W)   HD_HELD2
 DO1885* NAVD 88 ORTHO HEIGHT -    40.562 (meters)      133.08  (feet) ADJUSTED
 DO1885  ______________________________________________________________________
 DO1885  GEOID HEIGHT    -        -26.564 (meters)                     GEOID18
 DO1885  DYNAMIC HEIGHT  -         40.502 (meters)      132.88  (feet) COMP
 DO1885  MODELED GRAVITY -    979,154.2   (mgal)                       NAVD 88
 DO1885
 DO1885  VERT ORDER      -  FIRST     CLASS II
 DO1885
 DO1885.The horizontal coordinates were established by autonomous hand held GPS
 DO1885.observations and have an estimated accuracy of +/- 10 meters.
 DO1885
 DO1885.The orthometric height was determined by differential leveling and
 DO1885.adjusted by the NATIONAL GEODETIC SURVEY
 DO1885.in December 2012.
 DO1885
 DO1885.No vertical observational check was made to the station.
 DO1885
 DO1885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1885.GEOID18 height accuracy estimate available here.
 DO1885
 DO1885.Click photographs - Photos may exist for this station.
 DO1885
 DO1885.The dynamic height is computed by dividing the NAVD 88
 DO1885.geopotential number by the normal gravity value computed on the
 DO1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1885.degrees latitude (g = 980.6199 gals.).
 DO1885
 DO1885.The modeled gravity was interpolated from observed gravity values.
 DO1885
 DO1885;                    North         East    Units  Estimated Accuracy
 DO1885;SPC FL W     -   408,247.      224,571.      MT  (+/- 10 meters HH2 GPS)
 DO1885
 DO1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2625599441(NAD 83)
 DO1885
 DO1885                          SUPERSEDED SURVEY CONTROL
 DO1885
 DO1885.No superseded survey control is available for this station.
 DO1885
 DO1885_MARKER: DD = SURVEY DISK
 DO1885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1885_STAMPING: 24846 A 2011
 DO1885_MARK LOGO: SWFWMD
 DO1885_PROJECTION: FLUSH
 DO1885_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1885+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO1885_ROD/PIPE-DEPTH: 11.0 meters
 DO1885
 DO1885  HISTORY     - Date     Condition        Report By
 DO1885  HISTORY     - 20110820 MONUMENTED       FLDEP
 DO1885
 DO1885                          STATION DESCRIPTION
 DO1885
 DO1885'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1885'THE MARK IS ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF AUBURNDALE, 1.8 MI (2.9
 DO1885'KM) NORTH-NORTHWEST OF ELOISE, 1.1 MI (1.8 KM) WEST-SOUTHWEST OF
 DO1885'WINTER HAVEN, IN SECTION 30, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1885'
 DO1885'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CENTRAL
 DO1885'AVENUE (STATE ROAD 542) IN WINTER HAVEN, GO WEST ON WEST CENTRAL
 DO1885'AVENUE (STATE ROAD 542) FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF SOUTH
 DO1885'LAKE HOWARD DRIVE ON THE LEFT.  TURN LEFT ON SOUTH LAKE HOWARD DRIVE
 DO1885'AND GO SOUTH FOR 0.4 MI(0.6 KM) TO THE LAKE HOWARD-LAKE MAY CANAL
 DO1885'BRIDGE.  CONTINUE WEST AND NORTH ON SOUTH LAKE HOWARD DRIVE FOR 0.9 MI
 DO1885'(1.4 KM) TO A CURVE LEFT, A STAFF GAUGE ON THE RIGHT AND THE MARK ON
 DO1885'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 36.1 FT
 DO1885'(11.0 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10
 DO1885'CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH SOUTHWEST LAKE
 DO1885'HOWARD DRIVE.
 DO1885'
 DO1885'LOCATED 92.7 FT (28.3 M) SOUTHEAST OF SURVEY MARK 24846 B, 28.2 FT
 DO1885'(8.6 M) SOUTH-SOUTHEAST OF A 30-INCH (76 CM) DIAMETER CYPRESS TREE,
 DO1885'23.1 FT (7.0 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DO1885'SOUTHWEST LAKE HOWARD DRIVE, 1.9 FT (0.6 M) WEST-SOUTHWEST OF POWER
 DO1885'POLE NUMBER 364563 AND 1.1 FT (0.3 M) WEST-SOUTHWEST OF A CARSONITE
 DO1885'WITNESS POST.
 DO1885'
 DO1885'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1885'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1886 ***********************************************************************
 DO1886  DESIGNATION -  24846 B
 DO1886  PID         -  DO1886
 DO1886  STATE/COUNTY-  FL/POLK
 DO1886  COUNTRY     -  US
 DO1886  USGS QUAD   -  AUBURNDALE (2018)
 DO1886
 DO1886                         *CURRENT SURVEY CONTROL
 DO1886  ______________________________________________________________________
 DO1886* NAD 83(1986) POSITION- 28 01 06.1    (N) 081 45 01.1    (W)   HD_HELD2
 DO1886* NAVD 88 ORTHO HEIGHT -    41.058 (meters)      134.70  (feet) ADJUSTED
 DO1886  ______________________________________________________________________
 DO1886  GEOID HEIGHT    -        -26.564 (meters)                     GEOID18
 DO1886  DYNAMIC HEIGHT  -         40.997 (meters)      134.50  (feet) COMP
 DO1886  MODELED GRAVITY -    979,154.2   (mgal)                       NAVD 88
 DO1886
 DO1886  VERT ORDER      -  FIRST     CLASS II
 DO1886
 DO1886.The horizontal coordinates were established by autonomous hand held GPS
 DO1886.observations and have an estimated accuracy of +/- 10 meters.
 DO1886
 DO1886.The orthometric height was determined by differential leveling and
 DO1886.adjusted by the NATIONAL GEODETIC SURVEY
 DO1886.in December 2012.
 DO1886
 DO1886.No vertical observational check was made to the station.
 DO1886
 DO1886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1886.GEOID18 height accuracy estimate available here.
 DO1886
 DO1886.Click photographs - Photos may exist for this station.
 DO1886
 DO1886.The dynamic height is computed by dividing the NAVD 88
 DO1886.geopotential number by the normal gravity value computed on the
 DO1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1886.degrees latitude (g = 980.6199 gals.).
 DO1886
 DO1886.The modeled gravity was interpolated from observed gravity values.
 DO1886
 DO1886;                    North         East    Units  Estimated Accuracy
 DO1886;SPC FL W     -   408,269.      224,555.      MT  (+/- 10 meters HH2 GPS)
 DO1886
 DO1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2623999463(NAD 83)
 DO1886
 DO1886                          SUPERSEDED SURVEY CONTROL
 DO1886
 DO1886.No superseded survey control is available for this station.
 DO1886
 DO1886_MARKER: DD = SURVEY DISK
 DO1886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1886_STAMPING: 24846 B 2011
 DO1886_MARK LOGO: SWFWMD
 DO1886_PROJECTION: FLUSH
 DO1886_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1886+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO1886_ROD/PIPE-DEPTH: 13.8 meters
 DO1886
 DO1886  HISTORY     - Date     Condition        Report By
 DO1886  HISTORY     - 20110820 MONUMENTED       FLDEP
 DO1886
 DO1886                          STATION DESCRIPTION
 DO1886
 DO1886'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1886'THE MARK IS ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF AUBURNDALE, 1.8 MI (2.9
 DO1886'KM) NORTH-NORTHWEST OF ELOISE, 1.1 MI (1.8 KM) WEST-SOUTHWEST OF
 DO1886'WINTER HAVEN, IN SECTION 30, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1886'
 DO1886'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CENTRAL
 DO1886'AVENUE (STATE ROAD 542) IN WINTER HAVEN, GO WEST ON WEST CENTRAL
 DO1886'AVENUE (STATE ROAD 542) FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF SOUTH
 DO1886'LAKE HOWARD DRIVE ON THE LEFT.  TURN LEFT ON SOUTH LAKE HOWARD DRIVE
 DO1886'AND GO SOUTH FOR 0.4 MI(0.6 KM) TO THE LAKE HOWARD-LAKE MAY CANAL
 DO1886'BRIDGE.  CONTINUE WEST AND NORTH ON SOUTH LAKE HOWARD DRIVE FOR 0.9 MI
 DO1886'(1.4 KM) TO A CURVE LEFT, A STAFF GAUGE ON THE RIGHT AND THE MARK ON
 DO1886'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 36.1 FT
 DO1886'(11.0 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10
 DO1886'CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH SOUTHWEST LAKE
 DO1886'HOWARD DRIVE.
 DO1886'
 DO1886'LOCATED 92.7 FT (28.3 M) NORTHWEST OF SURVEY MARK 24846 A, 64.6 FT
 DO1886'(19.7 M) NORTH-NORTHWEST OF A 30-INCH (76 CM) DIAMETER CYPRESS TREE,
 DO1886'21.0 FT (6.4 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF SOUTHWEST
 DO1886'LAKE HOWARD DRIVE, 2.2 FT (0.7 M) SOUTHWEST OF A POWER POLE AND 1.5 FT
 DO1886'(0.5 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DO1886'
 DO1886'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1886'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1882 ***********************************************************************
 DO1882  DESIGNATION -  24847 A
 DO1882  PID         -  DO1882
 DO1882  STATE/COUNTY-  FL/POLK
 DO1882  COUNTRY     -  US
 DO1882  USGS QUAD   -  WINTER HAVEN (2018)
 DO1882
 DO1882                         *CURRENT SURVEY CONTROL
 DO1882  ______________________________________________________________________
 DO1882* NAD 83(1986) POSITION- 28 00 54.1    (N) 081 44 06.4    (W)   HD_HELD2
 DO1882* NAVD 88 ORTHO HEIGHT -    40.694 (meters)      133.51  (feet) ADJUSTED
 DO1882  ______________________________________________________________________
 DO1882  GEOID HEIGHT    -        -26.581 (meters)                     GEOID18
 DO1882  DYNAMIC HEIGHT  -         40.634 (meters)      133.31  (feet) COMP
 DO1882  MODELED GRAVITY -    979,154.1   (mgal)                       NAVD 88
 DO1882
 DO1882  VERT ORDER      -  FIRST     CLASS II
 DO1882
 DO1882.The horizontal coordinates were established by autonomous hand held GPS
 DO1882.observations and have an estimated accuracy of +/- 10 meters.
 DO1882
 DO1882.The orthometric height was determined by differential leveling and
 DO1882.adjusted by the NATIONAL GEODETIC SURVEY
 DO1882.in December 2012.
 DO1882
 DO1882.No vertical observational check was made to the station.
 DO1882
 DO1882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1882.GEOID18 height accuracy estimate available here.
 DO1882
 DO1882.Click photographs - Photos may exist for this station.
 DO1882
 DO1882.The dynamic height is computed by dividing the NAVD 88
 DO1882.geopotential number by the normal gravity value computed on the
 DO1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1882.degrees latitude (g = 980.6199 gals.).
 DO1882
 DO1882.The modeled gravity was interpolated from observed gravity values.
 DO1882
 DO1882;                    North         East    Units  Estimated Accuracy
 DO1882;SPC FL W     -   407,903.      226,050.      MT  (+/- 10 meters HH2 GPS)
 DO1882
 DO1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2773099084(NAD 83)
 DO1882
 DO1882                          SUPERSEDED SURVEY CONTROL
 DO1882
 DO1882.No superseded survey control is available for this station.
 DO1882
 DO1882_MARKER: DD = SURVEY DISK
 DO1882_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO1882_SP_SET: CULVERT HEADWALL
 DO1882_STAMPING: 24847 A 2011
 DO1882_MARK LOGO: FLDEP
 DO1882_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1882+STABILITY: SURFACE MOTION
 DO1882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1882+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2011
 DO1882
 DO1882  HISTORY     - Date     Condition        Report By
 DO1882  HISTORY     - 20110711 MONUMENTED       FLDEP
 DO1882
 DO1882                          STATION DESCRIPTION
 DO1882
 DO1882'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1882'THE MARK IS ABOUT 4.8 MI (7.7 KM) SOUTHEAST OF AUBURNDALE, 1.4 MI (2.3
 DO1882'KM) NORTH OF ELOISE, 0.5 MI (0.8 KM) SOUTH-SOUTHWEST OF WINTER HAVEN,
 DO1882'IN SECTION 29, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1882'
 DO1882'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CENTRAL
 DO1882'AVENUE (STATE ROAD 542) IN WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY 17
 DO1882'FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF AVENUE C SOUTHWEST AND
 DO1882'SIXTH STREET SOUTHWEST.  CONTINUE SOUTH ON SIXTH STREET SOUTHWEST FOR
 DO1882'0.2 MI (0.3 KM) TO THE INTERSECTION OF AVENUE G SOUTHWEST.  TURN RIGHT
 DO1882'ON AVENUE G SOUTHWEST AND GO WEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION
 DO1882'OF SEVENTH STREET SOUTHWEST ON THE RIGHT AND THE MARK, SET FLUSH IN
 DO1882'THE TOP OF A CONCRETE CULVERT HEADWALL AND LEVEL WITH AVENUE G
 DO1882'SOUTHWEST.
 DO1882'
 DO1882'LOCATED 24.5 FT (7.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DO1882'CONCRETE DRIVEWAY, 11.7 FT (3.6 M) NORTHWEST OF POWER POLE NUMBER
 DO1882'48544-43818, 11.5 FT (3.5 M) NORTHWEST OF A CARSONITE WITNESS POST,
 DO1882'8.0 FT (2.4 M) SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE OF AVENUE
 DO1882'G SOUTHWEST AND 0.6 FT (18 CM) NORTH OF THE SOUTH END OF THE CONCRETE
 DO1882'HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1883 ***********************************************************************
 DO1883  DESIGNATION -  24847 B
 DO1883  PID         -  DO1883
 DO1883  STATE/COUNTY-  FL/POLK
 DO1883  COUNTRY     -  US
 DO1883  USGS QUAD   -  WINTER HAVEN (2018)
 DO1883
 DO1883                         *CURRENT SURVEY CONTROL
 DO1883  ______________________________________________________________________
 DO1883* NAD 83(1986) POSITION- 28 00 52.2    (N) 081 44 05.6    (W)   HD_HELD2
 DO1883* NAVD 88 ORTHO HEIGHT -    40.889 (meters)      134.15  (feet) ADJUSTED
 DO1883  ______________________________________________________________________
 DO1883  GEOID HEIGHT    -        -26.580 (meters)                     GEOID18
 DO1883  DYNAMIC HEIGHT  -         40.828 (meters)      133.95  (feet) COMP
 DO1883  MODELED GRAVITY -    979,154.1   (mgal)                       NAVD 88
 DO1883
 DO1883  VERT ORDER      -  FIRST     CLASS II
 DO1883
 DO1883.The horizontal coordinates were established by autonomous hand held GPS
 DO1883.observations and have an estimated accuracy of +/- 10 meters.
 DO1883
 DO1883.The orthometric height was determined by differential leveling and
 DO1883.adjusted by the NATIONAL GEODETIC SURVEY
 DO1883.in December 2012.
 DO1883
 DO1883.No vertical observational check was made to the station.
 DO1883
 DO1883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1883.GEOID18 height accuracy estimate available here.
 DO1883
 DO1883.Click photographs - Photos may exist for this station.
 DO1883
 DO1883.The dynamic height is computed by dividing the NAVD 88
 DO1883.geopotential number by the normal gravity value computed on the
 DO1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1883.degrees latitude (g = 980.6199 gals.).
 DO1883
 DO1883.The modeled gravity was interpolated from observed gravity values.
 DO1883
 DO1883;                    North         East    Units  Estimated Accuracy
 DO1883;SPC FL W     -   407,844.      226,072.      MT  (+/- 10 meters HH2 GPS)
 DO1883
 DO1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2775299026(NAD 83)
 DO1883
 DO1883                          SUPERSEDED SURVEY CONTROL
 DO1883
 DO1883.No superseded survey control is available for this station.
 DO1883
 DO1883_MARKER: DD = SURVEY DISK
 DO1883_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO1883_SP_SET: FOUNDATION WALL
 DO1883_STAMPING: 24847 B 2011
 DO1883_MARK LOGO: FLDEP
 DO1883_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1883+STABILITY: SURFACE MOTION
 DO1883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1883+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2011
 DO1883
 DO1883  HISTORY     - Date     Condition        Report By
 DO1883  HISTORY     - 20110711 MONUMENTED       FLDEP
 DO1883
 DO1883                          STATION DESCRIPTION
 DO1883
 DO1883'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1883'THE MARK IS ABOUT 4.8 MI (7.7 KM) SOUTHEAST OF AUBURNDALE, 1.4 MI (2.3
 DO1883'KM) NORTH OF ELOISE, 0.5 MI (0.8 KM) SOUTH-SOUTHWEST OF WINTER HAVEN,
 DO1883'IN SECTION 29, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1883'
 DO1883'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CENTRAL
 DO1883'AVENUE (STATE ROAD 542) IN WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY 17
 DO1883'FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF AVENUE C SOUTHWEST AND
 DO1883'SIXTH STREET SOUTHWEST.  CONTINUE SOUTH ON SIXTH STREET SOUTHWEST FOR
 DO1883'0.2 MI (0.3 KM) TO THE INTERSECTION OF AVENUE G SOUTHWEST.  TURN RIGHT
 DO1883'ON AVENUE G SOUTHWEST AND GO WEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION
 DO1883'OF SEVENTH STREET SOUTHWEST ON THE RIGHT AND A MARINA DRIVEWAY ON THE
 DO1883'LEFT AND THE MARK ON THE LEFT, SET IN THE SOUTHWEST CORNER OF A
 DO1883'WAREHOUSE FOUNDATION AND ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE
 DO1883'MARINA DRIVEWAY.
 DO1883'
 DO1883'LOCATED 170.0 FT (51.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DO1883'AVENUE G SOUTHWEST, 9.8 FT (3.0 M) NORTH OF THE APPROXIMATE CENTERLINE
 DO1883'OF A MARINA DRIVEWAY AND 0.4 FT (12 CM) SOUTHWEST OF A METAL CONDUIT
 DO1883'WITH AN ADHESIVE SURVEY MARKER STICKER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1935 ***********************************************************************
 DO1935  DESIGNATION -  24849 A
 DO1935  PID         -  DO1935
 DO1935  STATE/COUNTY-  FL/POLK
 DO1935  COUNTRY     -  US
 DO1935  USGS QUAD   -  WINTER HAVEN (2018)
 DO1935
 DO1935                         *CURRENT SURVEY CONTROL
 DO1935  ______________________________________________________________________
 DO1935* NAD 83(1986) POSITION- 28 02 12.4    (N) 081 44 00.7    (W)   HD_HELD2
 DO1935* NAVD 88 ORTHO HEIGHT -    43.160 (meters)      141.60  (feet) ADJUSTED
 DO1935  ______________________________________________________________________
 DO1935  GEOID HEIGHT    -        -26.663 (meters)                     GEOID18
 DO1935  DYNAMIC HEIGHT  -         43.095 (meters)      141.39  (feet) COMP
 DO1935  MODELED GRAVITY -    979,152.6   (mgal)                       NAVD 88
 DO1935
 DO1935  VERT ORDER      -  FIRST     CLASS II
 DO1935
 DO1935.The horizontal coordinates were established by autonomous hand held GPS
 DO1935.observations and have an estimated accuracy of +/- 10 meters.
 DO1935
 DO1935.The orthometric height was determined by differential leveling and
 DO1935.adjusted by the NATIONAL GEODETIC SURVEY
 DO1935.in December 2012.
 DO1935
 DO1935.No vertical observational check was made to the station.
 DO1935
 DO1935.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1935.GEOID18 height accuracy estimate available here.
 DO1935
 DO1935.Click photographs - Photos may exist for this station.
 DO1935
 DO1935.The dynamic height is computed by dividing the NAVD 88
 DO1935.geopotential number by the normal gravity value computed on the
 DO1935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1935.degrees latitude (g = 980.6199 gals.).
 DO1935
 DO1935.The modeled gravity was interpolated from observed gravity values.
 DO1935
 DO1935;                    North         East    Units  Estimated Accuracy
 DO1935;SPC FL W     -   410,313.      226,200.      MT  (+/- 10 meters HH2 GPS)
 DO1935
 DO1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2790101493(NAD 83)
 DO1935
 DO1935                          SUPERSEDED SURVEY CONTROL
 DO1935
 DO1935.No superseded survey control is available for this station.
 DO1935
 DO1935_MARKER: DD = SURVEY DISK
 DO1935_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO1935_SP_SET: MANHOLE COLLAR
 DO1935_STAMPING: 24849 A 2011
 DO1935_MARK LOGO: FLDEP
 DO1935_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1935+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2011
 DO1935
 DO1935  HISTORY     - Date     Condition        Report By
 DO1935  HISTORY     - 20110821 MONUMENTED       FLDEP
 DO1935
 DO1935                          STATION DESCRIPTION
 DO1935
 DO1935'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1935'THE MARK IS NEAR THE SOUTHEAST SHORELINE OF SPRING LAKE ABOUT 3.9 MI
 DO1935'(6.3 KM) EAST-SOUTHEAST OF AUBURNDALE, 2.9 MI (4.7 KM) NORTH OF
 DO1935'ELOISE, 1.0 MI (1.6 KM) NORTH OF WINTER HAVEN, IN SECTION 20, TOWNSHIP
 DO1935'28 SOUTH, RANGE 26 EAST.
 DO1935'
 DO1935'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1935'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY
 DO1935'17 FOR 0.5 MI (0.8 KM) TO THE DRIVEWAY AT 1505 U.S. HIGHWAY 17 ON THE
 DO1935'RIGHT AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE MANHOLE
 DO1935'COLLAR AT THE WEST END OF THE DRIVEWAY ABOUT 6.5 FT (2.0 M) BELOW THE
 DO1935'LEVEL OF U.S. HIGHWAY 17.
 DO1935'
 DO1935'LOCATED 118.7 FT (36.2 M) WEST OF THE APPROXIMATE CENTERLINE OF U.S.
 DO1935'HIGHWAY 17, 75.7 FT (23.1 M) SOUTH-SOUTHEAST OF SURVEY MARK 24849 B,
 DO1935'43.6 FT (13.3 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK
 DO1935'BUILDING, 23.2 FT (7.1 M) NORTH OF THE CEMENT BLOCK RETAINING WALL AND
 DO1935'2.0 FT (0.6 M) WEST OF THE WEST END OF THE DRAIN GRATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1936 ***********************************************************************
 DO1936  DESIGNATION -  24849 B
 DO1936  PID         -  DO1936
 DO1936  STATE/COUNTY-  FL/POLK
 DO1936  COUNTRY     -  US
 DO1936  USGS QUAD   -  WINTER HAVEN (2018)
 DO1936
 DO1936                         *CURRENT SURVEY CONTROL
 DO1936  ______________________________________________________________________
 DO1936* NAD 83(1986) POSITION- 28 02 14.0    (N) 081 44 01.1    (W)   HD_HELD2
 DO1936* NAVD 88 ORTHO HEIGHT -    40.509 (meters)      132.90  (feet) ADJUSTED
 DO1936  ______________________________________________________________________
 DO1936  GEOID HEIGHT    -        -26.664 (meters)                     GEOID18
 DO1936  DYNAMIC HEIGHT  -         40.448 (meters)      132.70  (feet) COMP
 DO1936  MODELED GRAVITY -    979,152.6   (mgal)                       NAVD 88
 DO1936
 DO1936  VERT ORDER      -  FIRST     CLASS II
 DO1936
 DO1936.The horizontal coordinates were established by autonomous hand held GPS
 DO1936.observations and have an estimated accuracy of +/- 10 meters.
 DO1936
 DO1936.The orthometric height was determined by differential leveling and
 DO1936.adjusted by the NATIONAL GEODETIC SURVEY
 DO1936.in December 2012.
 DO1936
 DO1936.No vertical observational check was made to the station.
 DO1936
 DO1936.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1936.GEOID18 height accuracy estimate available here.
 DO1936
 DO1936.Click photographs - Photos may exist for this station.
 DO1936
 DO1936.The dynamic height is computed by dividing the NAVD 88
 DO1936.geopotential number by the normal gravity value computed on the
 DO1936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1936.degrees latitude (g = 980.6199 gals.).
 DO1936
 DO1936.The modeled gravity was interpolated from observed gravity values.
 DO1936
 DO1936;                    North         East    Units  Estimated Accuracy
 DO1936;SPC FL W     -   410,362.      226,189.      MT  (+/- 10 meters HH2 GPS)
 DO1936
 DO1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2789001542(NAD 83)
 DO1936
 DO1936                          SUPERSEDED SURVEY CONTROL
 DO1936
 DO1936.No superseded survey control is available for this station.
 DO1936
 DO1936_MARKER: DD = SURVEY DISK
 DO1936_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1936_STAMPING: 24849 B 2011
 DO1936_MARK LOGO: SWFWMD
 DO1936_PROJECTION: FLUSH
 DO1936_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1936+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2011
 DO1936_ROD/PIPE-DEPTH: 3.3 meters
 DO1936
 DO1936  HISTORY     - Date     Condition        Report By
 DO1936  HISTORY     - 20110821 MONUMENTED       FLDEP
 DO1936
 DO1936                          STATION DESCRIPTION
 DO1936
 DO1936'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1936'THE MARK IS NEAR THE SOUTHEAST SHORELINE OF SPRING LAKE ABOUT 3.9 MI
 DO1936'(6.3 KM) EAST-SOUTHEAST OF AUBURNDALE, 3.0 MI (4.8 KM) NORTH OF
 DO1936'ELOISE, 1.1 MI (1.8 KM) NORTH OF WINTER HAVEN, IN SECTION 20, TOWNSHIP
 DO1936'28 SOUTH, RANGE 26 EAST.
 DO1936'
 DO1936'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1936'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY
 DO1936'17 FOR 0.5 MI (0.8 KM) TO THE NORTHWEST PROPERTY CORNER AT 1505 U.S.
 DO1936'HIGHWAY 17 ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DO1936'DRIVEN TO REFUSAL AT A DEPTH OF 10.7 FT (3.3 M) WITH AN ALUMINUM DISK
 DO1936'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DO1936'GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF THE LOWER DRIVEWAY.
 DO1936'LOCATED 75.7 FT (23.1 M) NORTH-NORTHWEST OF SURVEY MARK 24849 A, 50.6
 DO1936'FT (15.4 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK
 DO1936'BUILDING, 18.2 FT (5.5 M) NORTHWEST OF THE CONCRETE RETAINING WALL,
 DO1936'1.6 FT (0.5 M) SOUTH OF THE WOODEN FENCE AND 1.3 FT (0.4 M) SOUTH OF A
 DO1936'CARSONITE WITNESS POST.
 DO1936'
 DO1936'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1936'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1919 ***********************************************************************
 DO1919  DESIGNATION -  24850 A
 DO1919  PID         -  DO1919
 DO1919  STATE/COUNTY-  FL/POLK
 DO1919  COUNTRY     -  US
 DO1919  USGS QUAD   -  WINTER HAVEN (2018)
 DO1919
 DO1919                         *CURRENT SURVEY CONTROL
 DO1919  ______________________________________________________________________
 DO1919* NAD 83(1986) POSITION- 28 02 25.4    (N) 081 44 45.1    (W)   HD_HELD2
 DO1919* NAVD 88 ORTHO HEIGHT -    40.742 (meters)      133.67  (feet) ADJUSTED
 DO1919  ______________________________________________________________________
 DO1919  GEOID HEIGHT    -        -26.653 (meters)                     GEOID18
 DO1919  DYNAMIC HEIGHT  -         40.681 (meters)      133.47  (feet) COMP
 DO1919  MODELED GRAVITY -    979,152.6   (mgal)                       NAVD 88
 DO1919
 DO1919  VERT ORDER      -  FIRST     CLASS II
 DO1919
 DO1919.The horizontal coordinates were established by autonomous hand held GPS
 DO1919.observations and have an estimated accuracy of +/- 10 meters.
 DO1919
 DO1919.The orthometric height was determined by differential leveling and
 DO1919.adjusted by the NATIONAL GEODETIC SURVEY
 DO1919.in December 2012.
 DO1919
 DO1919.No vertical observational check was made to the station.
 DO1919
 DO1919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1919.GEOID18 height accuracy estimate available here.
 DO1919
 DO1919.Click photographs - Photos may exist for this station.
 DO1919
 DO1919.The dynamic height is computed by dividing the NAVD 88
 DO1919.geopotential number by the normal gravity value computed on the
 DO1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1919.degrees latitude (g = 980.6199 gals.).
 DO1919
 DO1919.The modeled gravity was interpolated from observed gravity values.
 DO1919
 DO1919;                    North         East    Units  Estimated Accuracy
 DO1919;SPC FL W     -   410,711.      224,987.      MT  (+/- 10 meters HH2 GPS)
 DO1919
 DO1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2669101900(NAD 83)
 DO1919
 DO1919                          SUPERSEDED SURVEY CONTROL
 DO1919
 DO1919.No superseded survey control is available for this station.
 DO1919
 DO1919_MARKER: DD = SURVEY DISK
 DO1919_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DO1919_SP_SET: STORM DRAIN
 DO1919_STAMPING: 24850 A 2011
 DO1919_MARK LOGO: FLDEP
 DO1919_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1919+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2011
 DO1919
 DO1919  HISTORY     - Date     Condition        Report By
 DO1919  HISTORY     - 20110723 MONUMENTED       FLDEP
 DO1919
 DO1919                          STATION DESCRIPTION
 DO1919
 DO1919'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1919'THE MARK IS ABOUT 3.2 MI (5.1 KM) NORTH OF ELOISE, 3.1 MI (5.0 KM)
 DO1919'EAST-SOUTHEAST OF AUBURNDALE, 1.5 MI (2.4 KM) NORTH-NORTHWEST OF
 DO1919'WINTER HAVEN, IN SECTION 18, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1919'
 DO1919'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1919'T HAVEN DALE BOULEVARD (STATE ROAD 544) IN WINTER HAVEN, GO WEST ON
 DO1919'HAVEN DALE BOULEVARD (STATE ROAD 544) FOR 0.65 MI (1.0 KM) TO THE
 DO1919'JUNCTION OF 16TH STREET NORTHWEST ON THE LEFT.  TURN LEFT ON 16TH
 DO1919'STREET NORTHWEST AND GO SOUTH FOR 0.35 MI (0.6 KM) TO A CURVE RIGHT, A
 DO1919'UTILITY EASEMENT ON THE LEFT AND THE MARK ON THE LEFT, SET FLUSH IN
 DO1919'THE TOP OF A CONCRETE STORM DRAIN ABOUT 0.4 FT (12 CM) ABOVE THE LEVEL
 DO1919'OF 16TH STREET NORTHWEST.
 DO1919'
 DO1919'LOCATED 50.8 FT (15.5 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DO1919'DRIVEWAY AT 1680 17TH STREET NORTHWEST, 16.5 FT (5.0 M)
 DO1919'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF 16TH STREET
 DO1919'NORTHWEST, 4.3 FT (1.3 M) WEST OF A STEEL POST WITH A WITNESS STICKER
 DO1919'ATTACHED AND 2.1 FT (0.6 M) NORTH-NORTHWEST OF A CHAIN LINK FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1920 ***********************************************************************
 DO1920  DESIGNATION -  24850 B
 DO1920  PID         -  DO1920
 DO1920  STATE/COUNTY-  FL/POLK
 DO1920  COUNTRY     -  US
 DO1920  USGS QUAD   -  WINTER HAVEN (2018)
 DO1920
 DO1920                         *CURRENT SURVEY CONTROL
 DO1920  ______________________________________________________________________
 DO1920* NAD 83(1986) POSITION- 28 02 25.8    (N) 081 44 43.7    (W)   HD_HELD2
 DO1920* NAVD 88 ORTHO HEIGHT -    40.033 (meters)      131.34  (feet) ADJUSTED
 DO1920  ______________________________________________________________________
 DO1920  GEOID HEIGHT    -        -26.654 (meters)                     GEOID18
 DO1920  DYNAMIC HEIGHT  -         39.974 (meters)      131.15  (feet) COMP
 DO1920  MODELED GRAVITY -    979,152.6   (mgal)                       NAVD 88
 DO1920
 DO1920  VERT ORDER      -  FIRST     CLASS II
 DO1920
 DO1920.The horizontal coordinates were established by autonomous hand held GPS
 DO1920.observations and have an estimated accuracy of +/- 10 meters.
 DO1920
 DO1920.The orthometric height was determined by differential leveling and
 DO1920.adjusted by the NATIONAL GEODETIC SURVEY
 DO1920.in December 2012.
 DO1920
 DO1920.No vertical observational check was made to the station.
 DO1920
 DO1920.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1920.GEOID18 height accuracy estimate available here.
 DO1920
 DO1920.Click photographs - Photos may exist for this station.
 DO1920
 DO1920.The dynamic height is computed by dividing the NAVD 88
 DO1920.geopotential number by the normal gravity value computed on the
 DO1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1920.degrees latitude (g = 980.6199 gals.).
 DO1920
 DO1920.The modeled gravity was interpolated from observed gravity values.
 DO1920
 DO1920;                    North         East    Units  Estimated Accuracy
 DO1920;SPC FL W     -   410,723.      225,025.      MT  (+/- 10 meters HH2 GPS)
 DO1920
 DO1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2672901912(NAD 83)
 DO1920
 DO1920                          SUPERSEDED SURVEY CONTROL
 DO1920
 DO1920.No superseded survey control is available for this station.
 DO1920
 DO1920_MARKER: DD = SURVEY DISK
 DO1920_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO1920_SP_SET: CULVERT HEADWALL
 DO1920_STAMPING: 24850 B 2011
 DO1920_MARK LOGO: FLDEP
 DO1920_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1920+STABILITY: SURFACE MOTION
 DO1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1920+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2011
 DO1920
 DO1920  HISTORY     - Date     Condition        Report By
 DO1920  HISTORY     - 20110723 MONUMENTED       FLDEP
 DO1920
 DO1920                          STATION DESCRIPTION
 DO1920
 DO1920'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1920'THE MARK IS ABOUT 3.2 MI (5.1 KM) NORTH OF ELOISE, 3.1 MI (5.0 KM)
 DO1920'EAST-SOUTHEAST OF AUBURNDALE, 1.5 MI (2.4 KM) NORTH-NORTHWEST OF
 DO1920'WINTER HAVEN, IN SECTION 18, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1920'
 DO1920'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1920'T HAVEN DALE BOULEVARD (STATE ROAD 544) IN WINTER HAVEN, GO WEST ON
 DO1920'HAVEN DALE BOULEVARD (STATE ROAD 544) FOR 0.65 MI (1.0 KM) TO THE
 DO1920'JUNCTION OF 16TH STREET NORTHWEST ON THE LEFT.  TURN LEFT ON 16TH
 DO1920'STREET NORTHWEST AND GO SOUTH FOR 0.35 MI (0.6 KM) TO A CURVE RIGHT
 DO1920'AND A UTILITY EASEMENT ON THE LEFT, NOW BY WALKING GO EAST ON THE
 DO1920'EASEMENT TO THE LAKE MIRROR SHORELINE TO A STAFF GAUGE AND THE MARK ON
 DO1920'THE RIGHT, SET FLUSH IN THE TOP OF A CONCRETE CULVERT HEADWALL LEVEL
 DO1920'WITH THE EASEMENT RIGHT OF WAY.
 DO1920'
 DO1920'LOCATED 117.0 FT (35.7 M) EAST OF A 48-INCH (122 CM) DIAMETER STEEL
 DO1920'TANK, 14.4 FT (4.4 M) SOUTH-SOUTHWEST OF A WOODEN CORNER POST, 5.7 FT
 DO1920'(1.7 M) NORTH OF THE CHAIN LINK FENCE, 5.6 FT (1.7 M) NORTH OF A
 DO1920'CARSONITE WITNESS POST AND 0.6 FT (18 CM) SOUTH OF THE NORTH END OF
 DO1920'THE CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1921 ***********************************************************************
 DO1921  DESIGNATION -  24852 A
 DO1921  PID         -  DO1921
 DO1921  STATE/COUNTY-  FL/POLK
 DO1921  COUNTRY     -  US
 DO1921  USGS QUAD   -  WINTER HAVEN (2018)
 DO1921
 DO1921                         *CURRENT SURVEY CONTROL
 DO1921  ______________________________________________________________________
 DO1921* NAD 83(1986) POSITION- 28 02 31.0    (N) 081 44 49.1    (W)   HD_HELD2
 DO1921* NAVD 88 ORTHO HEIGHT -    42.147 (meters)      138.28  (feet) ADJUSTED
 DO1921  ______________________________________________________________________
 DO1921  GEOID HEIGHT    -        -26.656 (meters)                     GEOID18
 DO1921  DYNAMIC HEIGHT  -         42.084 (meters)      138.07  (feet) COMP
 DO1921  MODELED GRAVITY -    979,152.5   (mgal)                       NAVD 88
 DO1921
 DO1921  VERT ORDER      -  FIRST     CLASS II
 DO1921
 DO1921.The horizontal coordinates were established by autonomous hand held GPS
 DO1921.observations and have an estimated accuracy of +/- 10 meters.
 DO1921
 DO1921.The orthometric height was determined by differential leveling and
 DO1921.adjusted by the NATIONAL GEODETIC SURVEY
 DO1921.in December 2012.
 DO1921
 DO1921.No vertical observational check was made to the station.
 DO1921
 DO1921.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1921.GEOID18 height accuracy estimate available here.
 DO1921
 DO1921.Click photographs - Photos may exist for this station.
 DO1921
 DO1921.The dynamic height is computed by dividing the NAVD 88
 DO1921.geopotential number by the normal gravity value computed on the
 DO1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1921.degrees latitude (g = 980.6199 gals.).
 DO1921
 DO1921.The modeled gravity was interpolated from observed gravity values.
 DO1921
 DO1921;                    North         East    Units  Estimated Accuracy
 DO1921;SPC FL W     -   410,883.      224,877.      MT  (+/- 10 meters HH2 GPS)
 DO1921
 DO1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2658302073(NAD 83)
 DO1921
 DO1921                          SUPERSEDED SURVEY CONTROL
 DO1921
 DO1921.No superseded survey control is available for this station.
 DO1921
 DO1921_MARKER: DD = SURVEY DISK
 DO1921_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1921_STAMPING: 24852 A 2011
 DO1921_MARK LOGO: SWFWMD
 DO1921_PROJECTION: FLUSH
 DO1921_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1921+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2011
 DO1921_ROD/PIPE-DEPTH: 19.6 meters
 DO1921
 DO1921  HISTORY     - Date     Condition        Report By
 DO1921  HISTORY     - 20110830 MONUMENTED       FLDEP
 DO1921
 DO1921                          STATION DESCRIPTION
 DO1921
 DO1921'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1921'THE MARK IS ABOUT 3.3 MI (5.3 KM) NORTH OF ELOISE, 3.0 MI (4.8 KM)
 DO1921'EAST-SOUTHEAST OF AUBURNDALE, 1.6 MI (2.6 KM) NORTH-NORTHWEST OF
 DO1921'WINTER HAVEN, IN SECTION 18, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1921'
 DO1921'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1921'T HAVEN DALE BOULEVARD (STATE ROAD 544) IN WINTER HAVEN, GO WEST ON
 DO1921'HAVEN DALE BOULEVARD (STATE ROAD 544) FOR 0.75 MI (1.2 KM) TO THE
 DO1921'JUNCTION OF 17TH STREET NORTHWEST ON THE LEFT.  TURN LEFT ON 17TH
 DO1921'STREET NORTHWEST AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF
 DO1921'EAST LAKE CANNON DRIVE AND THE MARK, IN THE TRIANGULAR MEDIAN ON THE
 DO1921'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 64.2 FT (19.6 M)
 DO1921'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DO1921'PIPE FLUSH WITH THE GROUND LEVEL WITH EAST LAKE CANNON DRIVE.
 DO1921'
 DO1921'LOCATED 29.0 FT (8.8 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DO1921'EAST LAKE CANNON DRIVE, 14.5 FT (4.4 M) WEST OF THE APPROXIMATE
 DO1921'CENTERLINE OF 17TH STREET NORTHWEST, 14.1 FT (4.3 M) NORTH OF THE
 DO1921'APPROXIMATE CENTER OF A MANHOLE COVER, 2.2 FT (0.7 M) WEST OF THE
 DO1921'CONCRETE CURB AND 1.4 FT (0.4 M) NORTH OF A CARSONITE WITNESS POST.
 DO1921'
 DO1921'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1921'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1922 ***********************************************************************
 DO1922  DESIGNATION -  24852 B
 DO1922  PID         -  DO1922
 DO1922  STATE/COUNTY-  FL/POLK
 DO1922  COUNTRY     -  US
 DO1922  USGS QUAD   -  WINTER HAVEN (2018)
 DO1922
 DO1922                         *CURRENT SURVEY CONTROL
 DO1922  ______________________________________________________________________
 DO1922* NAD 83(1986) POSITION- 28 02 29.7    (N) 081 44 51.0    (W)   HD_HELD2
 DO1922* NAVD 88 ORTHO HEIGHT -    40.062 (meters)      131.44  (feet) ADJUSTED
 DO1922  ______________________________________________________________________
 DO1922  GEOID HEIGHT    -        -26.654 (meters)                     GEOID18
 DO1922  DYNAMIC HEIGHT  -         40.002 (meters)      131.24  (feet) COMP
 DO1922  MODELED GRAVITY -    979,152.5   (mgal)                       NAVD 88
 DO1922
 DO1922  VERT ORDER      -  FIRST     CLASS II
 DO1922
 DO1922.The horizontal coordinates were established by autonomous hand held GPS
 DO1922.observations and have an estimated accuracy of +/- 10 meters.
 DO1922
 DO1922.The orthometric height was determined by differential leveling and
 DO1922.adjusted by the NATIONAL GEODETIC SURVEY
 DO1922.in December 2012.
 DO1922
 DO1922.No vertical observational check was made to the station.
 DO1922
 DO1922.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1922.GEOID18 height accuracy estimate available here.
 DO1922
 DO1922.Click photographs - Photos may exist for this station.
 DO1922
 DO1922.The dynamic height is computed by dividing the NAVD 88
 DO1922.geopotential number by the normal gravity value computed on the
 DO1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1922.degrees latitude (g = 980.6199 gals.).
 DO1922
 DO1922.The modeled gravity was interpolated from observed gravity values.
 DO1922
 DO1922;                    North         East    Units  Estimated Accuracy
 DO1922;SPC FL W     -   410,843.      224,825.      MT  (+/- 10 meters HH2 GPS)
 DO1922
 DO1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2653002034(NAD 83)
 DO1922
 DO1922                          SUPERSEDED SURVEY CONTROL
 DO1922
 DO1922.No superseded survey control is available for this station.
 DO1922
 DO1922_MARKER: DD = SURVEY DISK
 DO1922_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1922_STAMPING: 24852 B 2011
 DO1922_MARK LOGO: SWFWMD
 DO1922_PROJECTION: FLUSH
 DO1922_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1922+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2011
 DO1922_ROD/PIPE-DEPTH: 17.5 meters
 DO1922
 DO1922  HISTORY     - Date     Condition        Report By
 DO1922  HISTORY     - 20110830 MONUMENTED       FLDEP
 DO1922
 DO1922                          STATION DESCRIPTION
 DO1922
 DO1922'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1922'THE MARK IS ABOUT 3.3 MI (5.3 KM) NORTH OF ELOISE, 3.0 MI (4.8 KM)
 DO1922'EAST-SOUTHEAST OF AUBURNDALE, 1.6 MI (2.6 KM) NORTH-NORTHWEST OF
 DO1922'WINTER HAVEN, IN SECTION 18, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1922'
 DO1922'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1922'T HAVEN DALE BOULEVARD (STATE ROAD 544) IN WINTER HAVEN, GO WEST ON
 DO1922'HAVEN DALE BOULEVARD (STATE ROAD 544) FOR 0.75 MI (1.2 KM) TO THE
 DO1922'JUNCTION OF 17TH STREET NORTHWEST ON THE LEFT.  TURN LEFT ON 17TH
 DO1922'STREET NORTHWEST AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF
 DO1922'EAST LAKE CANNON DRIVE, NOW BY WALKING GO SOUTHWEST ALONG A UTILITY
 DO1922'EASEMENT FOR ABOUT 200.0 FT (61.0 M) TO THE NORTHEAST SHORELINE OF
 DO1922'LAKE CANNON AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DO1922'OF 57.3 FT (17.5 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A
 DO1922'4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND LEVEL WITH THE RIGHT OF
 DO1922'WAY.
 DO1922'
 DO1922'LOCATED 201.6 FT (61.4 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DO1922'EAST LAKE CANNON DRIVE, 89.6 FT (27.3 M) NORTHWEST OF THE NORTHWEST
 DO1922'EDGE OF A WOODEN DOCK, 19.5 FT (5.9 M) WEST-SOUTHWEST OF THE PICKET
 DO1922'FENCE CORNER POST AND 2.6 FT (0.8 M) SOUTHEAST OF A CARSONITE WITNESS
 DO1922'POST.
 DO1922'
 DO1922'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1922'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1925 ***********************************************************************
 DO1925  DESIGNATION -  24853 A
 DO1925  PID         -  DO1925
 DO1925  STATE/COUNTY-  FL/POLK
 DO1925  COUNTRY     -  US
 DO1925  USGS QUAD   -  AUBURNDALE (2018)
 DO1925
 DO1925                         *CURRENT SURVEY CONTROL
 DO1925  ______________________________________________________________________
 DO1925* NAD 83(1986) POSITION- 28 03 02.4    (N) 081 45 37.9    (W)   HD_HELD2
 DO1925* NAVD 88 ORTHO HEIGHT -    41.321 (meters)      135.57  (feet) ADJUSTED
 DO1925  ______________________________________________________________________
 DO1925  GEOID HEIGHT    -        -26.661 (meters)                     GEOID18
 DO1925  DYNAMIC HEIGHT  -         41.259 (meters)      135.36  (feet) COMP
 DO1925  MODELED GRAVITY -    979,152.1   (mgal)                       NAVD 88
 DO1925
 DO1925  VERT ORDER      -  FIRST     CLASS II
 DO1925
 DO1925.The horizontal coordinates were established by autonomous hand held GPS
 DO1925.observations and have an estimated accuracy of +/- 10 meters.
 DO1925
 DO1925.The orthometric height was determined by differential leveling and
 DO1925.adjusted by the NATIONAL GEODETIC SURVEY
 DO1925.in December 2012.
 DO1925
 DO1925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1925.GEOID18 height accuracy estimate available here.
 DO1925
 DO1925.Click photographs - Photos may exist for this station.
 DO1925
 DO1925.The dynamic height is computed by dividing the NAVD 88
 DO1925.geopotential number by the normal gravity value computed on the
 DO1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1925.degrees latitude (g = 980.6199 gals.).
 DO1925
 DO1925.The modeled gravity was interpolated from observed gravity values.
 DO1925
 DO1925;                    North         East    Units  Estimated Accuracy
 DO1925;SPC FL W     -   411,847.      223,543.      MT  (+/- 10 meters HH2 GPS)
 DO1925
 DO1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2525603048(NAD 83)
 DO1925
 DO1925                          SUPERSEDED SURVEY CONTROL
 DO1925
 DO1925.No superseded survey control is available for this station.
 DO1925
 DO1925_MARKER: DD = SURVEY DISK
 DO1925_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1925_STAMPING: 24853 A 2011
 DO1925_MARK LOGO: SWFWMD
 DO1925_PROJECTION: RECESSED 8 CENTIMETERS
 DO1925_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1925+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2011
 DO1925_ROD/PIPE-DEPTH: 18.1 meters
 DO1925
 DO1925  HISTORY     - Date     Condition        Report By
 DO1925  HISTORY     - 20110926 MONUMENTED       FLDEP
 DO1925
 DO1925                          STATION DESCRIPTION
 DO1925
 DO1925'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1925'THE MARK IS ABOUT 4.1 MI (6.6 KM) NORTH-NORTHWEST OF ELOISE, 2.6 MI
 DO1925'(4.2 KM) NORTHWEST OF WINTER HAVEN, 2.0 MI (3.2 KM) EAST-SOUTHEAST OF
 DO1925'AUBURNDALE, IN SECTION 13, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO1925'
 DO1925'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1925'T HAVEN DALE BOULEVARD (STATE ROAD 544) IN WINTER HAVEN, GO WEST ON
 DO1925'HAVEN DALE BOULEVARD (STATE ROAD 544) FOR 1.5 MI (2.4 KM) TO THE
 DO1925'JUNCTION OF IDYLLWILD DRIVE NORTHWEST ON THE RIGHT.  TURN RIGHT ON
 DO1925'IDYLLWILD DRIVE NORTHWEST AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE
 DO1925'DRIVEWAY AT 1062 IDYLLWILD DRIVE NORTHWEST ON THE RIGHT AND THE MARK
 DO1925'ON THE RIGHT, NEAR THE NORTHWEST PROPERTY CORNER, AN ALUMINUM ROD
 DO1925'DRIVEN TO REFUSAL AT A DEPTH OF 59.4 FT (18.1 M) WITH AN ALUMINUM DISK
 DO1925'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9
 DO1925'CM) BELOW THE LEVEL OF THE GROUND AND 0.3 FT (9 CM) BELOW THE LEVEL OF
 DO1925'THE IDYLLWILD DRIVE NORTHWEST.
 DO1925'
 DO1925'LOCATED 44.7 FT (13.6 M) SOUTHWEST OF A 3.0 FT (0.9 M) DIAMETER OAK
 DO1925'TREE, 18.9 FT (5.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DO1925'MCIVER DRIVEWAY AT 1062 IDYLLWILD DRIVE NORTHWEST, 15.0 FT (4.6 M)
 DO1925'EAST OF THE APPROXIMATE CENTERLINE OF IDYLLWILD DRIVE NORTHWEST, 1.5
 DO1925'FT (0.5 M) WEST OF A WOODEN POWER POLE NUMBER 357042 AND 1.2 FT (0.4
 DO1925'M) WEST OF A CARSONITE WITNESS POST.
 DO1925'
 DO1925'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1925'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1926 ***********************************************************************
 DO1926  DESIGNATION -  24853 B
 DO1926  PID         -  DO1926
 DO1926  STATE/COUNTY-  FL/POLK
 DO1926  COUNTRY     -  US
 DO1926  USGS QUAD   -  AUBURNDALE (2018)
 DO1926
 DO1926                         *CURRENT SURVEY CONTROL
 DO1926  ______________________________________________________________________
 DO1926* NAD 83(1986) POSITION- 28 03 02.0    (N) 081 45 35.9    (W)   HD_HELD2
 DO1926* NAVD 88 ORTHO HEIGHT -    39.807 (meters)      130.60  (feet) ADJUSTED
 DO1926  ______________________________________________________________________
 DO1926  GEOID HEIGHT    -        -26.661 (meters)                     GEOID18
 DO1926  DYNAMIC HEIGHT  -         39.748 (meters)      130.41  (feet) COMP
 DO1926  MODELED GRAVITY -    979,152.1   (mgal)                       NAVD 88
 DO1926
 DO1926  VERT ORDER      -  FIRST     CLASS II
 DO1926
 DO1926.The horizontal coordinates were established by autonomous hand held GPS
 DO1926.observations and have an estimated accuracy of +/- 10 meters.
 DO1926
 DO1926.The orthometric height was determined by differential leveling and
 DO1926.adjusted by the NATIONAL GEODETIC SURVEY
 DO1926.in December 2012.
 DO1926
 DO1926.No vertical observational check was made to the station.
 DO1926
 DO1926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1926.GEOID18 height accuracy estimate available here.
 DO1926
 DO1926.Click photographs - Photos may exist for this station.
 DO1926
 DO1926.The dynamic height is computed by dividing the NAVD 88
 DO1926.geopotential number by the normal gravity value computed on the
 DO1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1926.degrees latitude (g = 980.6199 gals.).
 DO1926
 DO1926.The modeled gravity was interpolated from observed gravity values.
 DO1926
 DO1926;                    North         East    Units  Estimated Accuracy
 DO1926;SPC FL W     -   411,834.      223,597.      MT  (+/- 10 meters HH2 GPS)
 DO1926
 DO1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2531103035(NAD 83)
 DO1926
 DO1926                          SUPERSEDED SURVEY CONTROL
 DO1926
 DO1926.No superseded survey control is available for this station.
 DO1926
 DO1926_MARKER: DD = SURVEY DISK
 DO1926_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1926_STAMPING: 24853 B 2011
 DO1926_MARK LOGO: SWFWMD
 DO1926_PROJECTION: FLUSH
 DO1926_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1926_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1926+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2011
 DO1926_ROD/PIPE-DEPTH: 18.5 meters
 DO1926
 DO1926  HISTORY     - Date     Condition        Report By
 DO1926  HISTORY     - 20110830 MONUMENTED       FLDEP
 DO1926
 DO1926                          STATION DESCRIPTION
 DO1926
 DO1926'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1926'THE MARK IS ABOUT 4.1 MI (6.6 KM) NORTH-NORTHWEST OF ELOISE, 2.6 MI
 DO1926'(4.2 KM) NORTHWEST OF WINTER HAVEN, 2.0 MI (3.2 KM) EAST-SOUTHEAST OF
 DO1926'AUBURNDALE, IN SECTION 13, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO1926'
 DO1926'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1926'T NORTHEAST-HAVENDALE BOULEVARD (STATE ROAD 544) IN WINTER HAVEN, GO
 DO1926'WEST ON HAVEN DALE BOULEVARD (STATE ROAD 544) FOR 1.5 MI (2.4 KM) TO
 DO1926'THE JUNCTION OF IDYLWILD DRIVE NORTHWEST ON THE RIGHT.  TURN RIGHT ON
 DO1926'IDYLWILD DRIVE NORTHWEST AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE
 DO1926'MCIVER RESIDENCE AT 1062 IDYLWILD DRIVE NORTHWEST ON THE RIGHT, NOW BY
 DO1926'WALKING, GO TO THE SOUTHEAST PROPERTY CORNER NEAR THE LAKE IDYL
 DO1926'SHORELINE ANDO THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DO1926'OF 60.7 FT (18.5 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A
 DO1926'4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DO1926'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE WOODEN DOCK.
 DO1926'
 DO1926'LOCATED 121.3 FT (37.0 M) EAST OF THE SOUTHEAST CORNER OF THE MCIVER
 DO1926'HOUSE, 68.6 FT (20.9 M) SOUTHEAST OF A 40-INCH (102 CM) DIAMETER OAK
 DO1926'TREE, 11.0 FT (3.4 M) WEST OF A 12-INCH (30 CM) DIAMETER CYPRESS TREE
 DO1926'AND 0.7 FT (21 CM) SOUTH OF THE SOUTH SIDE OF THE WOODEN DOCK.
 DO1926'
 DO1926'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1926'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1915 ***********************************************************************
 DO1915  DESIGNATION -  24854 A
 DO1915  PID         -  DO1915
 DO1915  STATE/COUNTY-  FL/POLK
 DO1915  COUNTRY     -  US
 DO1915  USGS QUAD   -  WINTER HAVEN (2018)
 DO1915
 DO1915                         *CURRENT SURVEY CONTROL
 DO1915  ______________________________________________________________________
 DO1915* NAD 83(1986) POSITION- 28 03 00.1    (N) 081 43 52.8    (W)   HD_HELD2
 DO1915* NAVD 88 ORTHO HEIGHT -    41.276 (meters)      135.42  (feet) ADJUSTED
 DO1915  ______________________________________________________________________
 DO1915  GEOID HEIGHT    -        -26.716 (meters)                     GEOID18
 DO1915  DYNAMIC HEIGHT  -         41.214 (meters)      135.22  (feet) COMP
 DO1915  MODELED GRAVITY -    979,151.8   (mgal)                       NAVD 88
 DO1915
 DO1915  VERT ORDER      -  FIRST     CLASS II
 DO1915
 DO1915.The horizontal coordinates were established by autonomous hand held GPS
 DO1915.observations and have an estimated accuracy of +/- 10 meters.
 DO1915
 DO1915.The orthometric height was determined by differential leveling and
 DO1915.adjusted by the NATIONAL GEODETIC SURVEY
 DO1915.in December 2012.
 DO1915
 DO1915.No vertical observational check was made to the station.
 DO1915
 DO1915.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1915.GEOID18 height accuracy estimate available here.
 DO1915
 DO1915.Click photographs - Photos may exist for this station.
 DO1915
 DO1915.The dynamic height is computed by dividing the NAVD 88
 DO1915.geopotential number by the normal gravity value computed on the
 DO1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1915.degrees latitude (g = 980.6199 gals.).
 DO1915
 DO1915.The modeled gravity was interpolated from observed gravity values.
 DO1915
 DO1915;                    North         East    Units  Estimated Accuracy
 DO1915;SPC FL W     -   411,782.      226,413.      MT  (+/- 10 meters HH2 GPS)
 DO1915
 DO1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2812502959(NAD 83)
 DO1915
 DO1915                          SUPERSEDED SURVEY CONTROL
 DO1915
 DO1915.No superseded survey control is available for this station.
 DO1915
 DO1915_MARKER: DD = SURVEY DISK
 DO1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1915_STAMPING: 24854 A 2009
 DO1915_MARK LOGO: SWFWMD
 DO1915_PROJECTION: FLUSH
 DO1915_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1915+STABILITY: SURFACE MOTION
 DO1915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1915+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2011
 DO1915
 DO1915  HISTORY     - Date     Condition        Report By
 DO1915  HISTORY     - 20090226 MONUMENTED       SWFWMD
 DO1915  HISTORY     - 20110831 GOOD             FLDEP
 DO1915
 DO1915                          STATION DESCRIPTION
 DO1915
 DO1915'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1915'THE MARK IS ABOUT 3.8 MI (6.1 KM) NORTH OF ELOISE, 3.7 MI (6.0 KM)
 DO1915'EAST-SOUTHEAST OF AUBURNDALE, 1.9 MI (3.1 KM) NORTH OF WINTER HAVEN,
 DO1915'IN SECTION 17, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1915'
 DO1915'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1915'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO NORTH ON U.S. HIGHWAY
 DO1915'17 FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF MOTOR POOL ROAD ON THE
 DO1915'RIGHT.  TURN RIGHT ON MOTOR POOL ROAD AND GO EAST AND NORTH FOR 0.35
 DO1915'MI (0.6 KM) TO A BIKE TRAIL CROSSING ON THE RIGHT AND A CEMETERY
 DO1915'ENTRANCE ON THE LEFT.  TURN LEFT ON THE SAND ROAD AND GO NORTHWEST FOR
 DO1915'ABOUT 200.0 FT (61.0 M) TO A STAFF GAUGE ON THE SOUTHEAST SHORELINE OF
 DO1915'LAKE IDA AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO A DEPTH
 DO1915'OF 10.0 FT (3.0 M) WITH AN ALUMINUM DISK ENCASED IN A 12-INCH (30 CM)
 DO1915'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW
 DO1915'THE LEVEL OF MOTOR POOL ROAD.
 DO1915'
 DO1915'LOCATED 130.2 FT (39.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DO1915'CEMETERY ROAD, 81.7 FT (24.9 M) NORTHEAST OF A 16-INCH (41 CM)
 DO1915'DIAMETER OAK TREE, 55.0 FT (16.8 M) NORTHWEST OF SURVEY MARK 24854 B
 DO1915'AND 2.0 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DO1915'
 DO1915'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1914 ***********************************************************************
 DO1914  DESIGNATION -  24854 B
 DO1914  PID         -  DO1914
 DO1914  STATE/COUNTY-  FL/POLK
 DO1914  COUNTRY     -  US
 DO1914  USGS QUAD   -  WINTER HAVEN (2018)
 DO1914
 DO1914                         *CURRENT SURVEY CONTROL
 DO1914  ______________________________________________________________________
 DO1914* NAD 83(1986) POSITION- 28 02 59.8    (N) 081 43 52.3    (W)   HD_HELD2
 DO1914* NAVD 88 ORTHO HEIGHT -    41.711 (meters)      136.85  (feet) ADJUSTED
 DO1914  ______________________________________________________________________
 DO1914  GEOID HEIGHT    -        -26.716 (meters)                     GEOID18
 DO1914  DYNAMIC HEIGHT  -         41.649 (meters)      136.64  (feet) COMP
 DO1914  MODELED GRAVITY -    979,151.8   (mgal)                       NAVD 88
 DO1914
 DO1914  VERT ORDER      -  FIRST     CLASS II
 DO1914
 DO1914.The horizontal coordinates were established by autonomous hand held GPS
 DO1914.observations and have an estimated accuracy of +/- 10 meters.
 DO1914
 DO1914.The orthometric height was determined by differential leveling and
 DO1914.adjusted by the NATIONAL GEODETIC SURVEY
 DO1914.in December 2012.
 DO1914
 DO1914.No vertical observational check was made to the station.
 DO1914
 DO1914.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1914.GEOID18 height accuracy estimate available here.
 DO1914
 DO1914.Click photographs - Photos may exist for this station.
 DO1914
 DO1914.The dynamic height is computed by dividing the NAVD 88
 DO1914.geopotential number by the normal gravity value computed on the
 DO1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1914.degrees latitude (g = 980.6199 gals.).
 DO1914
 DO1914.The modeled gravity was interpolated from observed gravity values.
 DO1914
 DO1914;                    North         East    Units  Estimated Accuracy
 DO1914;SPC FL W     -   411,773.      226,427.      MT  (+/- 10 meters HH2 GPS)
 DO1914
 DO1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2813902950(NAD 83)
 DO1914
 DO1914                          SUPERSEDED SURVEY CONTROL
 DO1914
 DO1914.No superseded survey control is available for this station.
 DO1914
 DO1914_MARKER: DD = SURVEY DISK
 DO1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1914_STAMPING: SID 24854 B 2009
 DO1914_MARK LOGO: SWFWMD
 DO1914_PROJECTION: FLUSH
 DO1914_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1914+STABILITY: SURFACE MOTION
 DO1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1914+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2011
 DO1914
 DO1914  HISTORY     - Date     Condition        Report By
 DO1914  HISTORY     - 20090226 MONUMENTED       SWFWMD
 DO1914  HISTORY     - 20110831 GOOD             FLDEP
 DO1914
 DO1914                          STATION DESCRIPTION
 DO1914
 DO1914'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1914'THE MARK IS ABOUT 3.8 MI (6.1 KM) NORTH OF ELOISE, 3.7 MI (6.0 KM)
 DO1914'EAST-SOUTHEAST OF AUBURNDALE, 1.9 MI (3.1 KM) NORTH OF WINTER HAVEN,
 DO1914'IN SECTION 17, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1914'
 DO1914'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1914'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO NORTH ON U.S. HIGHWAY
 DO1914'17 FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF MOTOR POOL ROAD ON THE
 DO1914'RIGHT.  TURN RIGHT ON MOTOR POOL ROAD AND GO EAST AND NORTH FOR 0.35
 DO1914'MI (0.6 KM) TO A BIKE TRAIL CROSSING ON THE RIGHT AND A CEMETERY
 DO1914'ENTRANCE ON THE LEFT.  TURN LEFT ON THE SAND ROAD AND GO NORTHWEST FOR
 DO1914'ABOUT 200.0 FT (61.0 M) TO A STAFF GAUGE ON THE SOUTHEAST SHORELINE OF
 DO1914'LAKE IDA AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO A DEPTH
 DO1914'OF 12.0 FT (3.7 M) WITH AN ALUMINUM DISK ENCASED IN A 12-INCH (30 CM)
 DO1914'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW
 DO1914'THE LEVEL OF MOTOR POOL ROAD.
 DO1914'
 DO1914'LOCATED 123.4 FT (37.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DO1914'CEMETERY ROAD, 82.5 FT (25.1 M) NORTHEAST OF A 16-INCH (41 CM)
 DO1914'DIAMETER OAK TREE 55.0 FT (16.8 M) SOUTHEAST OF SURVEY MARK 24854 A
 DO1914'AND 2.2 FT (0.7 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DO1914'
 DO1914'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1923 ***********************************************************************
 DO1923  DESIGNATION -  24855 A
 DO1923  PID         -  DO1923
 DO1923  STATE/COUNTY-  FL/POLK
 DO1923  COUNTRY     -  US
 DO1923  USGS QUAD   -  WINTER HAVEN (2018)
 DO1923
 DO1923                         *CURRENT SURVEY CONTROL
 DO1923  ______________________________________________________________________
 DO1923* NAD 83(1986) POSITION- 28 02 52.4    (N) 081 44 58.0    (W)   HD_HELD2
 DO1923* NAVD 88 ORTHO HEIGHT -    41.380 (meters)      135.76  (feet) ADJUSTED
 DO1923  ______________________________________________________________________
 DO1923  GEOID HEIGHT    -        -26.673 (meters)                     GEOID18
 DO1923  DYNAMIC HEIGHT  -         41.318 (meters)      135.56  (feet) COMP
 DO1923  MODELED GRAVITY -    979,152.1   (mgal)                       NAVD 88
 DO1923
 DO1923  VERT ORDER      -  FIRST     CLASS II
 DO1923
 DO1923.The horizontal coordinates were established by autonomous hand held GPS
 DO1923.observations and have an estimated accuracy of +/- 10 meters.
 DO1923
 DO1923.The orthometric height was determined by differential leveling and
 DO1923.adjusted by the NATIONAL GEODETIC SURVEY
 DO1923.in December 2012.
 DO1923
 DO1923.No vertical observational check was made to the station.
 DO1923
 DO1923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1923.GEOID18 height accuracy estimate available here.
 DO1923
 DO1923.Click photographs - Photos may exist for this station.
 DO1923
 DO1923.The dynamic height is computed by dividing the NAVD 88
 DO1923.geopotential number by the normal gravity value computed on the
 DO1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1923.degrees latitude (g = 980.6199 gals.).
 DO1923
 DO1923.The modeled gravity was interpolated from observed gravity values.
 DO1923
 DO1923;                    North         East    Units  Estimated Accuracy
 DO1923;SPC FL W     -   411,541.      224,633.      MT  (+/- 10 meters HH2 GPS)
 DO1923
 DO1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2634402733(NAD 83)
 DO1923
 DO1923                          SUPERSEDED SURVEY CONTROL
 DO1923
 DO1923.No superseded survey control is available for this station.
 DO1923
 DO1923_MARKER: DD = SURVEY DISK
 DO1923_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO1923_SP_SET: PAVILLION SLAB
 DO1923_STAMPING: 24855 A 2011
 DO1923_MARK LOGO: FLDEP
 DO1923_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1923_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1923+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2011
 DO1923
 DO1923  HISTORY     - Date     Condition        Report By
 DO1923  HISTORY     - 20110723 MONUMENTED       FLDEP
 DO1923
 DO1923                          STATION DESCRIPTION
 DO1923
 DO1923'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1923'THE MARK IS ABOUT 3.1 MI (5.0 KM) SOUTHEAST OF AUBURNDALE, 2.7 MI (4.3
 DO1923'KM) NORTH-NORTHWEST OF ELOISE, 1.7 MI (2.7 KM) WEST-NORTHWEST OF
 DO1923'WINTER HAVEN, IN SECTION 18, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1923'
 DO1923'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1923'T HAVEN DALE BOULEVARD (STATE ROAD 544) IN WINTER HAVEN, GO WEST ON
 DO1923'HAVEN DALE BOULEVARD (STATE ROAD 544) FOR 0.95 MI (1.5 KM) TO THE
 DO1923'JUNCTION OF 20TH STREET NORTHWEST ON THE RIGHT.  TURN RIGHT ON 20TH
 DO1923'STREET NORTHWEST AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE INTERSECTION
 DO1923'OF SHORE ROAD ON THE LEFT AND BEACH PARKWAY ON THE RIGHT.  TURN RIGHT
 DO1923'ON BEACH PARKWAY AND GO NORTHEAST FOR 0.05 MI (0.1 KM) ENTERING THE
 DO1923'PARK, TO THE NORTHEAST CORNER OF THE PARKING LOT NEAR THE NORTHEASTERN
 DO1923'MOST PICNIC SHELTER AND THE MARK, SET IN THE NORTH END OF A SHELTER
 DO1923'SLAB LEVEL WITH A PAVED WALKING PATH.
 DO1923'
 DO1923'LOCATED 47.4 FT (14.4 M) SOUTH-SOUTHWEST OF SURVEY MARK 24855 B, 44.4
 DO1923'FT (13.5 M) WEST OF THE NORTHWEST CORNER OF THE REST ROOM, 8.0 FT (2.4
 DO1923'M) SOUTHWEST OF THE FIXED CHARCOAL GRILL WITH A WITNESS STICKER
 DO1923'ATTACHED AND 0.8 FT (24 CM) WEST OF THE NORTHEAST SHELTER COLUMN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1924 ***********************************************************************
 DO1924  DESIGNATION -  24855 B
 DO1924  PID         -  DO1924
 DO1924  STATE/COUNTY-  FL/POLK
 DO1924  COUNTRY     -  US
 DO1924  USGS QUAD   -  WINTER HAVEN (2018)
 DO1924
 DO1924                         *CURRENT SURVEY CONTROL
 DO1924  ______________________________________________________________________
 DO1924* NAD 83(1986) POSITION- 28 02 53.2    (N) 081 44 57.9    (W)   HD_HELD2
 DO1924* NAVD 88 ORTHO HEIGHT -    40.395 (meters)      132.53  (feet) ADJUSTED
 DO1924  ______________________________________________________________________
 DO1924  GEOID HEIGHT    -        -26.674 (meters)                     GEOID18
 DO1924  DYNAMIC HEIGHT  -         40.335 (meters)      132.33  (feet) COMP
 DO1924  MODELED GRAVITY -    979,152.1   (mgal)                       NAVD 88
 DO1924
 DO1924  VERT ORDER      -  FIRST     CLASS II
 DO1924
 DO1924.The horizontal coordinates were established by autonomous hand held GPS
 DO1924.observations and have an estimated accuracy of +/- 10 meters.
 DO1924
 DO1924.The orthometric height was determined by differential leveling and
 DO1924.adjusted by the NATIONAL GEODETIC SURVEY
 DO1924.in December 2012.
 DO1924
 DO1924.No vertical observational check was made to the station.
 DO1924
 DO1924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1924.GEOID18 height accuracy estimate available here.
 DO1924
 DO1924.Click photographs - Photos may exist for this station.
 DO1924
 DO1924.The dynamic height is computed by dividing the NAVD 88
 DO1924.geopotential number by the normal gravity value computed on the
 DO1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1924.degrees latitude (g = 980.6199 gals.).
 DO1924
 DO1924.The modeled gravity was interpolated from observed gravity values.
 DO1924
 DO1924;                    North         East    Units  Estimated Accuracy
 DO1924;SPC FL W     -   411,566.      224,635.      MT  (+/- 10 meters HH2 GPS)
 DO1924
 DO1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2634702758(NAD 83)
 DO1924
 DO1924                          SUPERSEDED SURVEY CONTROL
 DO1924
 DO1924.No superseded survey control is available for this station.
 DO1924
 DO1924_MARKER: DD = SURVEY DISK
 DO1924_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1924_STAMPING: 24855 B 2011
 DO1924_MARK LOGO: SWFWMD
 DO1924_PROJECTION: FLUSH
 DO1924_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1924+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2011
 DO1924_ROD/PIPE-DEPTH: 10.6 meters
 DO1924
 DO1924  HISTORY     - Date     Condition        Report By
 DO1924  HISTORY     - 20110723 MONUMENTED       FLDEP
 DO1924
 DO1924                          STATION DESCRIPTION
 DO1924
 DO1924'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1924'THE MARK IS ABOUT 3.1 MI (5.0 KM) SOUTHEAST OF AUBURNDALE, 2.7 MI (4.3
 DO1924'KM) NORTH-NORTHWEST OF ELOISE, 1.7 MI (2.7 KM) WEST-NORTHWEST OF
 DO1924'WINTER HAVEN, IN SECTION 18, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1924'
 DO1924'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1924'T HAVEN DALE BOULEVARD (STATE ROAD 544) IN WINTER HAVEN, GO WEST ON
 DO1924'HAVEN DALE BOULEVARD (STATE ROAD 544) FOR 0.95 MI (1.5 KM) TO THE
 DO1924'JUNCTION OF 20TH STREET NORTHWEST ON THE RIGHT.  TURN RIGHT ON 20TH
 DO1924'STREET NORTHWEST AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE INTERSECTION
 DO1924'OF SHORE ROAD ON THE LEFT AND BEACH PARKWAY ON THE RIGHT.  TURN RIGHT
 DO1924'ON BEACH PARKWAY AND GO NORTHEAST FOR 0.05 MI (0.1 KM) ENTERING THE
 DO1924'PARK, TO THE NORTHEAST CORNER OF THE PARKING LOT NEAR THE FISHING PIER
 DO1924'AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 34.7 FT
 DO1924'(10.6 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10
 DO1924'CM) PVC PIPE FLUSH WITH THE GROUND ABOUT 1.0 FT (0.3 M) BELOW THE
 DO1924'LEVEL OF THE PAVED WALKING PATH.
 DO1924'
 DO1924'LOCATED 47.4 FT (14.4 M) NORTH-NORTHEAST OF SURVEY MARK 24855 A, 23.4
 DO1924'FT (7.1 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE SIDEWALK,
 DO1924'13.1 FT (4.0 M) NORTH-NORTHEAST OF THE RETAINING WALL, 1.7 FT (0.5 M)
 DO1924'WEST-NORTHWEST OF THE WOODEN FISHING PIER HANDRAIL AND 0.9 FT (27 CM)
 DO1924'WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 DO1924'
 DO1924'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1924'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1933 ***********************************************************************
 DO1933  DESIGNATION -  24857 A
 DO1933  PID         -  DO1933
 DO1933  STATE/COUNTY-  FL/POLK
 DO1933  COUNTRY     -  US
 DO1933  USGS QUAD   -  WINTER HAVEN (2018)
 DO1933
 DO1933                         *CURRENT SURVEY CONTROL
 DO1933  ______________________________________________________________________
 DO1933* NAD 83(1986) POSITION- 28 03 59.3    (N) 081 44 21.5    (W)   HD_HELD2
 DO1933* NAVD 88 ORTHO HEIGHT -    43.355 (meters)      142.24  (feet) ADJUSTED
 DO1933  ______________________________________________________________________
 DO1933  GEOID HEIGHT    -        -26.759 (meters)                     GEOID18
 DO1933  DYNAMIC HEIGHT  -         43.290 (meters)      142.03  (feet) COMP
 DO1933  MODELED GRAVITY -    979,151.1   (mgal)                       NAVD 88
 DO1933
 DO1933  VERT ORDER      -  FIRST     CLASS II
 DO1933
 DO1933.The horizontal coordinates were established by autonomous hand held GPS
 DO1933.observations and have an estimated accuracy of +/- 10 meters.
 DO1933
 DO1933.The orthometric height was determined by differential leveling and
 DO1933.adjusted by the NATIONAL GEODETIC SURVEY
 DO1933.in December 2012.
 DO1933
 DO1933.No vertical observational check was made to the station.
 DO1933
 DO1933.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1933.GEOID18 height accuracy estimate available here.
 DO1933
 DO1933.Click photographs - Photos may exist for this station.
 DO1933
 DO1933.The dynamic height is computed by dividing the NAVD 88
 DO1933.geopotential number by the normal gravity value computed on the
 DO1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1933.degrees latitude (g = 980.6199 gals.).
 DO1933
 DO1933.The modeled gravity was interpolated from observed gravity values.
 DO1933
 DO1933;                    North         East    Units  Estimated Accuracy
 DO1933;SPC FL W     -   413,602.      225,625.      MT  (+/- 10 meters HH2 GPS)
 DO1933
 DO1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2735304786(NAD 83)
 DO1933
 DO1933                          SUPERSEDED SURVEY CONTROL
 DO1933
 DO1933.No superseded survey control is available for this station.
 DO1933
 DO1933_MARKER: DD = SURVEY DISK
 DO1933_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO1933+WITH SETTING: INFORMATION.
 DO1933_STAMPING: 24857 A 2011
 DO1933_MARK LOGO: SWFWMD
 DO1933_PROJECTION: FLUSH
 DO1933_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1933+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2011
 DO1933_ROD/PIPE-DEPTH: 2.1 meters
 DO1933
 DO1933  HISTORY     - Date     Condition        Report By
 DO1933  HISTORY     - 20110830 MONUMENTED       FLDEP
 DO1933
 DO1933                          STATION DESCRIPTION
 DO1933
 DO1933'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1933'THE MARK IS ABOUT 5.0 MI (8.0 KM) NORTH OF ELOISE, 3.1 MI (5.0 KM)
 DO1933'NORTH OF WINTER HAVEN, 3.0 MI (4.8 KM) EAST OF AUBURNDALE, IN SECTION
 DO1933'8, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1933'
 DO1933'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1933'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO NORTH ON U.S. HIGHWAY
 DO1933'17 FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF BRIGHAM ROAD ON THE LEFT.
 DO1933'TURN LEFT ON BRIGHAM ROAD AND GO WEST FOR 0.4 MI (0.6 KM) TO THE
 DO1933'JUNCTION OF LAKE PANSY DRIVE ON THE RIGHT.  TURN RIGHT ON LAKE PANSY
 DO1933'DRIVE AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE SOUTHEAST PROPERTY
 DO1933'CORNER AT 203 LAKE PANSY DRIVE ON THE LEFT AND THE MARK ON THE LEFT,
 DO1933'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 6.9 FT (2.1 M) WITH AN
 DO1933'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO1933'WITH THE GROUND AND LEVEL WITH LAKE PANSY DRIVE.
 DO1933'
 DO1933'LOCATED 94.0 FT (28.7 M) NORTH OF POWER POLE NUMBER 340557, 48.2 FT
 DO1933'(14.7 M) SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE OF THE DRIVEWAY
 DO1933'AT 203 LAKE PANSY DRIVE, 12.4 FT (3.8 M) WEST OF THE APPROXIMATE
 DO1933'CENTERLINE OF LAKE PANSY DRIVE, 1.6 FT (0.5 M) WEST OF A 4-INCH (10
 DO1933'CM) CONCRETE POST AND 1.3 FT (0.4 M) WEST OF A CARSONITE WITNESS POST.
 DO1933'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1933'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO1933'
 DO1933'NOTE PROPERTY OWNER IS FRANCIS COLEMAN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1934 ***********************************************************************
 DO1934  DESIGNATION -  24857 B
 DO1934  PID         -  DO1934
 DO1934  STATE/COUNTY-  FL/POLK
 DO1934  COUNTRY     -  US
 DO1934  USGS QUAD   -  WINTER HAVEN (2018)
 DO1934
 DO1934                         *CURRENT SURVEY CONTROL
 DO1934  ______________________________________________________________________
 DO1934* NAD 83(1986) POSITION- 28 03 59.4    (N) 081 44 26.1    (W)   HD_HELD2
 DO1934* NAVD 88 ORTHO HEIGHT -    39.875 (meters)      130.82  (feet) ADJUSTED
 DO1934  ______________________________________________________________________
 DO1934  GEOID HEIGHT    -        -26.757 (meters)                     GEOID18
 DO1934  DYNAMIC HEIGHT  -         39.816 (meters)      130.63  (feet) COMP
 DO1934  MODELED GRAVITY -    979,151.1   (mgal)                       NAVD 88
 DO1934
 DO1934  VERT ORDER      -  FIRST     CLASS II
 DO1934
 DO1934.The horizontal coordinates were established by autonomous hand held GPS
 DO1934.observations and have an estimated accuracy of +/- 10 meters.
 DO1934
 DO1934.The orthometric height was determined by differential leveling and
 DO1934.adjusted by the NATIONAL GEODETIC SURVEY
 DO1934.in December 2012.
 DO1934
 DO1934.No vertical observational check was made to the station.
 DO1934
 DO1934.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1934.GEOID18 height accuracy estimate available here.
 DO1934
 DO1934.Click photographs - Photos may exist for this station.
 DO1934
 DO1934.The dynamic height is computed by dividing the NAVD 88
 DO1934.geopotential number by the normal gravity value computed on the
 DO1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1934.degrees latitude (g = 980.6199 gals.).
 DO1934
 DO1934.The modeled gravity was interpolated from observed gravity values.
 DO1934
 DO1934;                    North         East    Units  Estimated Accuracy
 DO1934;SPC FL W     -   413,605.      225,500.      MT  (+/- 10 meters HH2 GPS)
 DO1934
 DO1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2722704790(NAD 83)
 DO1934
 DO1934                          SUPERSEDED SURVEY CONTROL
 DO1934
 DO1934.No superseded survey control is available for this station.
 DO1934
 DO1934_MARKER: DD = SURVEY DISK
 DO1934_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1934_STAMPING: 24857 B 2011
 DO1934_MARK LOGO: SWFWMD
 DO1934_PROJECTION: FLUSH
 DO1934_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1934+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2011
 DO1934_ROD/PIPE-DEPTH: 7.5 meters
 DO1934
 DO1934  HISTORY     - Date     Condition        Report By
 DO1934  HISTORY     - 20110830 MONUMENTED       FLDEP
 DO1934
 DO1934                          STATION DESCRIPTION
 DO1934
 DO1934'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1934'THE MARK IS ABOUT 5.0 MI (8.0 KM) NORTH OF ELOISE, 3.1 MI (5.0 KM)
 DO1934'NORTH OF WINTER HAVEN, 3.0 MI (4.8 KM) EAST OF AUBURNDALE, IN SECTION
 DO1934'8, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1934'
 DO1934'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1934'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO NORTH ON U.S. HIGHWAY
 DO1934'17 FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF BRIGHAM ROAD ON THE LEFT.
 DO1934'TURN LEFT ON BRIGHAM ROAD AND GO WEST FOR 0.4 MI (0.6 KM) TO THE
 DO1934'JUNCTION OF LAKE PANSY DRIVE ON THE RIGHT.  TURN RIGHT ON LAKE PANSY
 DO1934'DRIVE AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE SOUTHWEST PROPERTY
 DO1934'CORNER AT 203 LAKE PANSY DRIVE ON THE LEFT AND THE MARK ON THE LEFT,
 DO1934'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 24.7 FT (7.5 M) WITH
 DO1934'AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DO1934'FLUSH WITH THE GROUND AND ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE
 DO1934'LAKE PANSY SHORELINE.
 DO1934'
 DO1934'LOCATED 159.7 FT (48.7 M) WEST OF THE SOUTHWEST CARPORT CORNER POST,
 DO1934'59.3 FT (18.1 M) SOUTHEAST OF THE STAFF GAUGE, 20.7 FT (6.3 M) SOUTH
 DO1934'OF A 6-FT TALL UTILITY POLE WITH A RAIN GAUGE ATTACHED, 11.2 FT (3.4
 DO1934'M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE WOODEN DOCK AND 1.9 FT
 DO1934'(0.6 M) NORTH OF A CARSONITE WITNESS POST.
 DO1934'
 DO1934'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1934'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO1934'
 DO1934'NOTE PROPERTY OWNER IS FRANCIS COLEMAN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9761 ***********************************************************************
 DO9761  DESIGNATION -  24858 A
 DO9761  PID         -  DO9761
 DO9761  STATE/COUNTY-  FL/POLK
 DO9761  COUNTRY     -  US
 DO9761  USGS QUAD   -  AUBURNDALE (2018)
 DO9761
 DO9761                         *CURRENT SURVEY CONTROL
 DO9761  ______________________________________________________________________
 DO9761* NAD 83(1986) POSITION- 28 00 37.1    (N) 081 46 19.9    (W)   HD_HELD2
 DO9761* NAVD 88 ORTHO HEIGHT -    43.243 (meters)      141.87  (feet) ADJUSTED
 DO9761  ______________________________________________________________________
 DO9761  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 DO9761  DYNAMIC HEIGHT  -         43.178 (meters)      141.66  (feet) COMP
 DO9761  MODELED GRAVITY -    979,155.7   (mgal)                       NAVD 88
 DO9761
 DO9761  VERT ORDER      -  SECOND    CLASS I
 DO9761
 DO9761.The horizontal coordinates were established by autonomous hand held GPS
 DO9761.observations and have an estimated accuracy of +/- 10 meters.
 DO9761
 DO9761.The orthometric height was determined by differential leveling and
 DO9761.adjusted by the NATIONAL GEODETIC SURVEY
 DO9761.in January 2014.
 DO9761
 DO9761.No vertical observational check was made to the station.
 DO9761
 DO9761.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9761.GEOID18 height accuracy estimate available here.
 DO9761
 DO9761.Click photographs - Photos may exist for this station.
 DO9761
 DO9761.The dynamic height is computed by dividing the NAVD 88
 DO9761.geopotential number by the normal gravity value computed on the
 DO9761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9761.degrees latitude (g = 980.6199 gals.).
 DO9761
 DO9761.The modeled gravity was interpolated from observed gravity values.
 DO9761
 DO9761;                    North         East    Units  Estimated Accuracy
 DO9761;SPC FL W     -   407,372.      222,404.      MT  (+/- 10 meters HH2 GPS)
 DO9761
 DO9761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2408198584(NAD 83)
 DO9761
 DO9761                          SUPERSEDED SURVEY CONTROL
 DO9761
 DO9761.No superseded survey control is available for this station.
 DO9761
 DO9761_MARKER: DD = SURVEY DISK
 DO9761_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9761_STAMPING: 24858 A 2013
 DO9761_MARK LOGO: SWFWMD
 DO9761_PROJECTION: RECESSED 8 CENTIMETERS
 DO9761_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9761+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2013
 DO9761_ROD/PIPE-DEPTH: 12.2 meters
 DO9761
 DO9761  HISTORY     - Date     Condition        Report By
 DO9761  HISTORY     - 20130227 MONUMENTED       FLDEP
 DO9761
 DO9761                          STATION DESCRIPTION
 DO9761
 DO9761'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9761'THE MARK IS ABOUT 3.9 MI (6.3 KM) SOUTH-SOUTHEAST OF AUBURNDALE, 2.5
 DO9761'MI (4.0 KM) WEST-SOUTHWEST OF WINTER HAVEN, 2.3 MI (3.7 KM)
 DO9761'WEST-NORTHWEST OF ELOISE, IN SECTION 36, TOWNSHIP 28 SOUTH, RANGE 25
 DO9761'EAST.
 DO9761'
 DO9761'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9761'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9761'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9761'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9761'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9761'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9761'(WINTER LAKE ROAD) FOR 4.45 MI (7.2 KM) TO THE INTERSECTION OF SPIRIT
 DO9761'LAKE ROAD.  TURN LEFT ON SPIRIT LAKE ROAD AND GO NORTH FOR 0.4 MI (0.6
 DO9761'KM) TO THE INTERSECTION OF LAKEVIEW BOULEVARD ON THE LEFT AND LAKE
 DO9761'SEARS DRIVE ON THE RIGHT.  TURN RIGHT ON LAKE SEARS DRIVE AND GO EAST
 DO9761'FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF HATFIELD ROAD ON THE LEFT,
 DO9761'SUNSET COVE DRIVE AHEAD AND A LANDING ON THE RIGHT.  TURN RIGHT
 DO9761'ENTERING THE LAKE SEARS BOAT LANDING PARKING LOT AND GO SOUTH FOR
 DO9761'ABOUT 350.0 FT (106.7 M) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DO9761'DRIVEN TO REFUSAL AT A DEPTH OF 40.0 FT (12.2 M) WITH AN ALUMINUM DISK
 DO9761'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE
 DO9761'LEVEL OF THE GROUND AND LEVEL WITH THE PARKING LOT.
 DO9761'
 DO9761'LOCATED 68.3 FT (20.8 M) NORTHWEST OF SURVEY MARK 24858 B, 40.0 FT
 DO9761'(12.2 M) NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE BOAT RAMP,
 DO9761'37.4 FT (11.4 M) SOUTH OF A WOODEN LIGHT POLE NUMBERED
 DO9761'7341-3645-338405, 34.4 FT (10.5 M) NORTH OF THE NORTHWEST CORNER OF A
 DO9761'PICNIC SHELTER SLAB, 1.2 FT (0.4 M) EAST OF THE CHAIN LINK FENCE AND
 DO9761'1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DO9761'
 DO9761'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9761'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9762 ***********************************************************************
 DO9762  DESIGNATION -  24858 B
 DO9762  PID         -  DO9762
 DO9762  STATE/COUNTY-  FL/POLK
 DO9762  COUNTRY     -  US
 DO9762  USGS QUAD   -  AUBURNDALE (2018)
 DO9762
 DO9762                         *CURRENT SURVEY CONTROL
 DO9762  ______________________________________________________________________
 DO9762* NAD 83(1986) POSITION- 28 00 36.7    (N) 081 46 19.6    (W)   HD_HELD2
 DO9762* NAVD 88 ORTHO HEIGHT -    42.659 (meters)      139.96  (feet) ADJUSTED
 DO9762  ______________________________________________________________________
 DO9762  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 DO9762  DYNAMIC HEIGHT  -         42.595 (meters)      139.75  (feet) COMP
 DO9762  MODELED GRAVITY -    979,155.7   (mgal)                       NAVD 88
 DO9762
 DO9762  VERT ORDER      -  SECOND    CLASS I
 DO9762
 DO9762.The horizontal coordinates were established by autonomous hand held GPS
 DO9762.observations and have an estimated accuracy of +/- 10 meters.
 DO9762
 DO9762.The orthometric height was determined by differential leveling and
 DO9762.adjusted by the NATIONAL GEODETIC SURVEY
 DO9762.in January 2014.
 DO9762
 DO9762.No vertical observational check was made to the station.
 DO9762
 DO9762.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9762.GEOID18 height accuracy estimate available here.
 DO9762
 DO9762.Click photographs - Photos may exist for this station.
 DO9762
 DO9762.The dynamic height is computed by dividing the NAVD 88
 DO9762.geopotential number by the normal gravity value computed on the
 DO9762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9762.degrees latitude (g = 980.6199 gals.).
 DO9762
 DO9762.The modeled gravity was interpolated from observed gravity values.
 DO9762
 DO9762;                    North         East    Units  Estimated Accuracy
 DO9762;SPC FL W     -   407,360.      222,412.      MT  (+/- 10 meters HH2 GPS)
 DO9762
 DO9762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2408998571(NAD 83)
 DO9762
 DO9762                          SUPERSEDED SURVEY CONTROL
 DO9762
 DO9762.No superseded survey control is available for this station.
 DO9762
 DO9762_MARKER: DD = SURVEY DISK
 DO9762_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9762_STAMPING: 24858 B 2013
 DO9762_MARK LOGO: SWFWMD
 DO9762_PROJECTION: RECESSED 5 CENTIMETERS
 DO9762_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9762+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2013
 DO9762_ROD/PIPE-DEPTH: 5.3 meters
 DO9762
 DO9762  HISTORY     - Date     Condition        Report By
 DO9762  HISTORY     - 20130227 MONUMENTED       FLDEP
 DO9762
 DO9762                          STATION DESCRIPTION
 DO9762
 DO9762'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9762'THE MARK IS ABOUT 3.9 MI (6.3 KM) SOUTH-SOUTHEAST OF AUBURNDALE, 2.5
 DO9762'MI (4.0 KM) WEST-SOUTHWEST OF WINTER HAVEN, 2.3 MI (3.7 KM)
 DO9762'WEST-NORTHWEST OF ELOISE, IN SECTION 36, TOWNSHIP 28 SOUTH, RANGE 25
 DO9762'EAST.
 DO9762'
 DO9762'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9762'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9762'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9762'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9762'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9762'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9762'(WINTER LAKE ROAD) FOR 4.45 MI (7.2 KM) TO THE INTERSECTION OF SPIRIT
 DO9762'LAKE ROAD.  TURN LEFT ON SPIRIT LAKE ROAD AND GO NORTH FOR 0.4 MI (0.6
 DO9762'KM) TO THE INTERSECTION OF LAKEVIEW BOULEVARD ON THE LEFT AND LAKE
 DO9762'SEARS DRIVE ON THE RIGHT.  TURN RIGHT ON LAKE SEARS DRIVE AND GO EAST
 DO9762'FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF HATFIELD ROAD ON THE LEFT,
 DO9762'SUNSET COVE DRIVE AHEAD AND A LANDING ON THE RIGHT.  TURN RIGHT
 DO9762'ENTERING THE LAKE SEARS BOAT LANDING PARKING LOT AND GO SOUTH FOR
 DO9762'ABOUT 390.0 FT (118.9 M) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DO9762'DRIVEN TO REFUSAL AT A DEPTH OF 17.5 FT (5.3 M) WITH AN ALUMINUM DISK
 DO9762'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DO9762'LEVEL OF THE GROUND AND LEVEL WITH THE PARKING LOT.
 DO9762'
 DO9762'LOCATED 86.0 FT (26.2 M) NORTHEAST OF A STAFF GAUGE, 68.3 FT (20.8 M)
 DO9762'SOUTHEAST OF SURVEY MARK 24858 A, 28.0 FT (8.5 M) SOUTH OF THE
 DO9762'SOUTHEAST CORNER OF THE PICNIC SHELTER SLAB, 11.7 FT (3.6 M) WEST OF
 DO9762'THE APPROXIMATE CENTERLINE OF THE CONCRETE BOAT RAMP, 1.2 FT (0.4 M)
 DO9762'WEST OF THE SPLIT RAIL WOODEN FENCE AND 1.0 FT (0.3 M) WEST OF A
 DO9762'CARSONITE WITNESS POST.
 DO9762'
 DO9762'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9762'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9765 ***********************************************************************
 DO9765  DESIGNATION -  24859 A
 DO9765  PID         -  DO9765
 DO9765  STATE/COUNTY-  FL/POLK
 DO9765  COUNTRY     -  US
 DO9765  USGS QUAD   -  AUBURNDALE (2018)
 DO9765
 DO9765                         *CURRENT SURVEY CONTROL
 DO9765  ______________________________________________________________________
 DO9765* NAD 83(1986) POSITION- 28 00 15.0    (N) 081 46 33.1    (W)   HD_HELD2
 DO9765* NAVD 88 ORTHO HEIGHT -    42.843 (meters)      140.56  (feet) ADJUSTED
 DO9765  ______________________________________________________________________
 DO9765  GEOID HEIGHT    -        -26.461 (meters)                     GEOID18
 DO9765  DYNAMIC HEIGHT  -         42.779 (meters)      140.35  (feet) COMP
 DO9765  MODELED GRAVITY -    979,156.4   (mgal)                       NAVD 88
 DO9765
 DO9765  VERT ORDER      -  SECOND    CLASS I
 DO9765
 DO9765.The horizontal coordinates were established by autonomous hand held GPS
 DO9765.observations and have an estimated accuracy of +/- 10 meters.
 DO9765
 DO9765.The orthometric height was determined by differential leveling and
 DO9765.adjusted by the NATIONAL GEODETIC SURVEY
 DO9765.in January 2014.
 DO9765
 DO9765.No vertical observational check was made to the station.
 DO9765
 DO9765.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9765.GEOID18 height accuracy estimate available here.
 DO9765
 DO9765.Click photographs - Photos may exist for this station.
 DO9765
 DO9765.The dynamic height is computed by dividing the NAVD 88
 DO9765.geopotential number by the normal gravity value computed on the
 DO9765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9765.degrees latitude (g = 980.6199 gals.).
 DO9765
 DO9765.The modeled gravity was interpolated from observed gravity values.
 DO9765
 DO9765;                    North         East    Units  Estimated Accuracy
 DO9765;SPC FL W     -   406,691.      222,045.      MT  (+/- 10 meters HH2 GPS)
 DO9765
 DO9765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2371697906(NAD 83)
 DO9765
 DO9765                          SUPERSEDED SURVEY CONTROL
 DO9765
 DO9765.No superseded survey control is available for this station.
 DO9765
 DO9765_MARKER: DD = SURVEY DISK
 DO9765_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9765_STAMPING: 24859 A 2013
 DO9765_MARK LOGO: SWFWMD
 DO9765_PROJECTION: FLUSH
 DO9765_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9765+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2013
 DO9765_ROD/PIPE-DEPTH: 3.7 meters
 DO9765
 DO9765  HISTORY     - Date     Condition        Report By
 DO9765  HISTORY     - 20130227 MONUMENTED       FLDEP
 DO9765
 DO9765                          STATION DESCRIPTION
 DO9765
 DO9765'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9765'THE MARK IS ABOUT 4.3 MI (6.9 KM) SOUTH OF AUBURNDALE, 2.9 MI (4.7 KM)
 DO9765'WEST-SOUTHWEST OF WINTER HAVEN, 2.4 MI (3.9 KM) WEST-NORTHWEST OF
 DO9765'ELOISE, IN SECTION 36, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9765'
 DO9765'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9765'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9765'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9765'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9765'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9765'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9765'(WINTER LAKE ROAD) FOR 4.45 MI (7.2 KM) TO THE INTERSECTION OF SPIRIT
 DO9765'LAKE ROAD.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9765'0.25 MI (0.4 KM) TO A UTILITY EASEMENT, AT THE WEST END OF A RETENTION
 DO9765'POND, ON THE RIGHT.  TURN RIGHT AND GO SOUTH ALONG THE POND FENCELINE
 DO9765'FOR ABOUT 150.0 FT (45.7 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD
 DO9765'DRIVEN TO REFUSAL AT A DEPTH OF 12.0 FT (3.7 M) WITH AN ALUMINUM DISK
 DO9765'ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL
 DO9765'WITH THE GRASS COVERED TRAIL.
 DO9765'
 DO9765'LOCATED 120.5 FT (36.7 M) SOUTH-SOUTHWEST OF A WOODEN POWER POLE
 DO9765'NUMBERED 338826, 75.5 FT (23.0 M) NORTH-NORTHEAST OF SURVEY MARK 24859
 DO9765'B, 73.0 FT (22.3 M) NORTH-NORTHEAST OF THE CHAIN LINK FENCE CORNER
 DO9765'POST, 1.3 FT (0.4 M) WEST OF THE CHAIN LINK FENCE AND 1.2 FT (0.4 M)
 DO9765'WEST OF A CARSONITE WITNESS POST.
 DO9765'
 DO9765'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9765'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9766 ***********************************************************************
 DO9766  DESIGNATION -  24859 B
 DO9766  PID         -  DO9766
 DO9766  STATE/COUNTY-  FL/POLK
 DO9766  COUNTRY     -  US
 DO9766  USGS QUAD   -  AUBURNDALE (2018)
 DO9766
 DO9766                         *CURRENT SURVEY CONTROL
 DO9766  ______________________________________________________________________
 DO9766* NAD 83(1986) POSITION- 28 00 14.1    (N) 081 46 33.3    (W)   HD_HELD2
 DO9766* NAVD 88 ORTHO HEIGHT -    41.928 (meters)      137.56  (feet) ADJUSTED
 DO9766  ______________________________________________________________________
 DO9766  GEOID HEIGHT    -        -26.460 (meters)                     GEOID18
 DO9766  DYNAMIC HEIGHT  -         41.865 (meters)      137.35  (feet) COMP
 DO9766  MODELED GRAVITY -    979,156.4   (mgal)                       NAVD 88
 DO9766
 DO9766  VERT ORDER      -  SECOND    CLASS I
 DO9766
 DO9766.The horizontal coordinates were established by autonomous hand held GPS
 DO9766.observations and have an estimated accuracy of +/- 10 meters.
 DO9766
 DO9766.The orthometric height was determined by differential leveling and
 DO9766.adjusted by the NATIONAL GEODETIC SURVEY
 DO9766.in January 2014.
 DO9766
 DO9766.No vertical observational check was made to the station.
 DO9766
 DO9766.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9766.GEOID18 height accuracy estimate available here.
 DO9766
 DO9766.Click photographs - Photos may exist for this station.
 DO9766
 DO9766.The dynamic height is computed by dividing the NAVD 88
 DO9766.geopotential number by the normal gravity value computed on the
 DO9766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9766.degrees latitude (g = 980.6199 gals.).
 DO9766
 DO9766.The modeled gravity was interpolated from observed gravity values.
 DO9766
 DO9766;                    North         East    Units  Estimated Accuracy
 DO9766;SPC FL W     -   406,663.      222,039.      MT  (+/- 10 meters HH2 GPS)
 DO9766
 DO9766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2371197878(NAD 83)
 DO9766
 DO9766                          SUPERSEDED SURVEY CONTROL
 DO9766
 DO9766.No superseded survey control is available for this station.
 DO9766
 DO9766_MARKER: DD = SURVEY DISK
 DO9766_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9766_STAMPING: 24859 B 2013
 DO9766_MARK LOGO: SWFWMD
 DO9766_PROJECTION: FLUSH
 DO9766_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9766+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2013
 DO9766_ROD/PIPE-DEPTH: 4.9 meters
 DO9766
 DO9766  HISTORY     - Date     Condition        Report By
 DO9766  HISTORY     - 20130227 MONUMENTED       FLDEP
 DO9766
 DO9766                          STATION DESCRIPTION
 DO9766
 DO9766'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9766'THE MARK IS ABOUT 4.3 MI (6.9 KM) SOUTH OF AUBURNDALE, 2.9 MI (4.7 KM)
 DO9766'WEST-SOUTHWEST OF WINTER HAVEN, 2.4 MI (3.9 KM) WEST-NORTHWEST OF
 DO9766'ELOISE, IN SECTION 36, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9766'
 DO9766'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9766'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9766'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9766'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9766'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9766'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9766'(WINTER LAKE ROAD) FOR 4.45 MI (7.2 KM) TO THE INTERSECTION OF SPIRIT
 DO9766'LAKE ROAD.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9766'0.25 MI (0.4 KM) TO A UTILITY EASEMENT, AT THE WEST END OF A RETENTION
 DO9766'POND, ON THE RIGHT.  TURN RIGHT AND GO SOUTH ALONG THE POND FENCELINE
 DO9766'FOR ABOUT 225.0 FT (68.6 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD
 DO9766'DRIVEN TO REFUSAL AT A DEPTH OF 12.0 FT (3.7 M) WITH AN ALUMINUM DISK
 DO9766'ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL
 DO9766'WITH THE GRASS COVERED TRAIL.
 DO9766'
 DO9766'LOCATED 75.5 FT (23.0 M) SOUTH-SOUTHWEST OF SURVEY MARK 24859 A, 4.0
 DO9766'FT (1.2 M) SOUTH OF THE CHAIN LINK FENCE CORNER POST, 2.6 FT (0.8 M)
 DO9766'SOUTH-SOUTHWEST OF THE CHAIN LINK FENCE AND 2.5 FT (0.8 M)
 DO9766'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9766'
 DO9766'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9766'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9763 ***********************************************************************
 DO9763  DESIGNATION -  24860 A
 DO9763  PID         -  DO9763
 DO9763  STATE/COUNTY-  FL/POLK
 DO9763  COUNTRY     -  US
 DO9763  USGS QUAD   -  AUBURNDALE (2018)
 DO9763
 DO9763                         *CURRENT SURVEY CONTROL
 DO9763  ______________________________________________________________________
 DO9763* NAD 83(1986) POSITION- 28 00 38.7    (N) 081 46 41.0    (W)   HD_HELD2
 DO9763* NAVD 88 ORTHO HEIGHT -    40.075 (meters)      131.48  (feet) ADJUSTED
 DO9763  ______________________________________________________________________
 DO9763  GEOID HEIGHT    -        -26.481 (meters)                     GEOID18
 DO9763  DYNAMIC HEIGHT  -         40.015 (meters)      131.28  (feet) COMP
 DO9763  MODELED GRAVITY -    979,155.9   (mgal)                       NAVD 88
 DO9763
 DO9763  VERT ORDER      -  SECOND    CLASS I
 DO9763
 DO9763.The horizontal coordinates were established by autonomous hand held GPS
 DO9763.observations and have an estimated accuracy of +/- 10 meters.
 DO9763
 DO9763.The orthometric height was determined by differential leveling and
 DO9763.adjusted by the NATIONAL GEODETIC SURVEY
 DO9763.in January 2014.
 DO9763
 DO9763.No vertical observational check was made to the station.
 DO9763
 DO9763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9763.GEOID18 height accuracy estimate available here.
 DO9763
 DO9763.Click photographs - Photos may exist for this station.
 DO9763
 DO9763.The dynamic height is computed by dividing the NAVD 88
 DO9763.geopotential number by the normal gravity value computed on the
 DO9763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9763.degrees latitude (g = 980.6199 gals.).
 DO9763
 DO9763.The modeled gravity was interpolated from observed gravity values.
 DO9763
 DO9763;                    North         East    Units  Estimated Accuracy
 DO9763;SPC FL W     -   407,420.      221,827.      MT  (+/- 10 meters HH2 GPS)
 DO9763
 DO9763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2350598637(NAD 83)
 DO9763
 DO9763                          SUPERSEDED SURVEY CONTROL
 DO9763
 DO9763.No superseded survey control is available for this station.
 DO9763
 DO9763_MARKER: DD = SURVEY DISK
 DO9763_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO9763+WITH SETTING: INFORMATION.
 DO9763_STAMPING: 24860 A 2013
 DO9763_MARK LOGO: SWFWMD
 DO9763_PROJECTION: RECESSED 5 CENTIMETERS
 DO9763_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9763+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2013
 DO9763_ROD/PIPE-DEPTH: 2.4 meters
 DO9763
 DO9763  HISTORY     - Date     Condition        Report By
 DO9763  HISTORY     - 20130227 MONUMENTED       FLDEP
 DO9763
 DO9763                          STATION DESCRIPTION
 DO9763
 DO9763'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9763'THE MARK IS ABOUT 3.8 MI (6.1 KM) SOUTH OF AUBURNDALE, 2.9 MI (4.7 KM)
 DO9763'WEST-SOUTHWEST OF WINTER HAVEN, 2.7 MI (4.3 KM) WEST-NORTHWEST OF
 DO9763'ELOISE, IN SECTION 35, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9763'
 DO9763'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9763'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9763'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9763'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9763'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9763'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9763'(WINTER LAKE ROAD) FOR 4.45 MI (7.2 KM) TO THE INTERSECTION OF SPIRIT
 DO9763'LAKE ROAD.  TURN LEFT ON SPIRIT LAKE ROAD AND GO NORTH FOR 0.4 MI (0.6
 DO9763'KM) TO THE INTERSECTION OF LAKEVIEW BOULEVARD ON THE LEFT AND LAKE
 DO9763'SEARS DRIVE ON THE RIGHT.  TURN LEFT ON LAKEVIEW BOULEVARD AND GO WEST
 DO9763'FOR 0.15 MI (0.2 KM) TO THE THOMAS LAKE BOAT LANDING AND THE MARK ON
 DO9763'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 8.0 FT (2.4
 DO9763'M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO9763'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE BOAT
 DO9763'RAMP.
 DO9763'
 DO9763'LOCATED 61.5 FT (18.7 M) NORTHEAST OF SURVEY MARK 24860 B, 25.4 FT
 DO9763'(7.7 M) NORTHEAST OF A MANHOLE COVER, 15.0 FT (4.6 M) NORTH OF THE
 DO9763'APPROXIMATE CENTERLINE OF A CONCRETE BOAT RAMP, 9.0 FT (2.7 M) SOUTH
 DO9763'OF THE WOODEN PLANK FENCE, 8.8 FT (2.7 M) SOUTH OF A CARSONITE WITNESS
 DO9763'POST AND 0.8 FT (24 CM) SOUTH OF THE 2-RAIL WOODEN FENCE.
 DO9763'
 DO9763'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9763'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9764 ***********************************************************************
 DO9764  DESIGNATION -  24860 B
 DO9764  PID         -  DO9764
 DO9764  STATE/COUNTY-  FL/POLK
 DO9764  COUNTRY     -  US
 DO9764  USGS QUAD   -  AUBURNDALE (2018)
 DO9764
 DO9764                         *CURRENT SURVEY CONTROL
 DO9764  ______________________________________________________________________
 DO9764* NAD 83(1986) POSITION- 28 00 37.6    (N) 081 46 43.8    (W)   HD_HELD2
 DO9764* NAVD 88 ORTHO HEIGHT -    39.888 (meters)      130.87  (feet) ADJUSTED
 DO9764  ______________________________________________________________________
 DO9764  GEOID HEIGHT    -        -26.478 (meters)                     GEOID18
 DO9764  DYNAMIC HEIGHT  -         39.828 (meters)      130.67  (feet) COMP
 DO9764  MODELED GRAVITY -    979,156.0   (mgal)                       NAVD 88
 DO9764
 DO9764  VERT ORDER      -  SECOND    CLASS I
 DO9764
 DO9764.The horizontal coordinates were established by autonomous hand held GPS
 DO9764.observations and have an estimated accuracy of +/- 10 meters.
 DO9764
 DO9764.The orthometric height was determined by differential leveling and
 DO9764.adjusted by the NATIONAL GEODETIC SURVEY
 DO9764.in January 2014.
 DO9764
 DO9764.No vertical observational check was made to the station.
 DO9764
 DO9764.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9764.GEOID18 height accuracy estimate available here.
 DO9764
 DO9764.Click photographs - Photos may exist for this station.
 DO9764
 DO9764.The dynamic height is computed by dividing the NAVD 88
 DO9764.geopotential number by the normal gravity value computed on the
 DO9764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9764.degrees latitude (g = 980.6199 gals.).
 DO9764
 DO9764.The modeled gravity was interpolated from observed gravity values.
 DO9764
 DO9764;                    North         East    Units  Estimated Accuracy
 DO9764;SPC FL W     -   407,386.      221,751.      MT  (+/- 10 meters HH2 GPS)
 DO9764
 DO9764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2342998603(NAD 83)
 DO9764
 DO9764                          SUPERSEDED SURVEY CONTROL
 DO9764
 DO9764.No superseded survey control is available for this station.
 DO9764
 DO9764_MARKER: DD = SURVEY DISK
 DO9764_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO9764+WITH SETTING: INFORMATION.
 DO9764_STAMPING: 24860 B 2013
 DO9764_MARK LOGO: SWFWMD
 DO9764_PROJECTION: RECESSED 5 CENTIMETERS
 DO9764_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9764+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2013
 DO9764_ROD/PIPE-DEPTH: 2.7 meters
 DO9764
 DO9764  HISTORY     - Date     Condition        Report By
 DO9764  HISTORY     - 20130227 MONUMENTED       FLDEP
 DO9764
 DO9764                          STATION DESCRIPTION
 DO9764
 DO9764'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9764'THE MARK IS ABOUT 3.8 MI (6.1 KM) SOUTH OF AUBURNDALE, 2.9 MI (4.7 KM)
 DO9764'WEST-SOUTHWEST OF WINTER HAVEN, 2.7 MI (4.3 KM) WEST-NORTHWEST OF
 DO9764'ELOISE, IN SECTION 35, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9764'
 DO9764'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9764'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9764'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9764'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9764'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9764'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9764'(WINTER LAKE ROAD) FOR 4.45 MI (7.2 KM) TO THE INTERSECTION OF SPIRIT
 DO9764'LAKE ROAD.  TURN LEFT ON SPIRIT LAKE ROAD AND GO NORTH FOR 0.4 MI (0.6
 DO9764'KM) TO THE INTERSECTION OF LAKEVIEW BOULEVARD ON THE LEFT AND LAKE
 DO9764'SEARS DRIVE ON THE RIGHT.  TURN LEFT ON LAKEVIEW BOULEVARD AND GO WEST
 DO9764'FOR 0.15 MI (0.2 KM) TO THE THOMAS LAKE BOAT LANDING AND THE MARK ON
 DO9764'THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 9.0 FT (2.7
 DO9764'M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO9764'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M)
 DO9764'ABOVE THE LEVEL OF THE BOAT RAMP.
 DO9764'
 DO9764'LOCATED 61.5 FT (18.7 M) SOUTHWEST OF SURVEY MARK 24860 A, 44.4 FT
 DO9764'(13.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE CONCRETE BOAT
 DO9764'RAMP, 36.4 FT (11.1 M) SOUTHWEST OF A MANHOLE COVER, 10.7 FT (3.3 M)
 DO9764'NORTH OF THE WOODEN PLANK FENCE, 1.1 FT (0.3 M) WEST OF THE 2-RAIL
 DO9764'WOODEN FENCE AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST.
 DO9764'
 DO9764'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9764'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1887 ***********************************************************************
 DO1887  DESIGNATION -  24863 A
 DO1887  PID         -  DO1887
 DO1887  STATE/COUNTY-  FL/POLK
 DO1887  COUNTRY     -  US
 DO1887  USGS QUAD   -  AUBURNDALE (2018)
 DO1887
 DO1887                         *CURRENT SURVEY CONTROL
 DO1887  ______________________________________________________________________
 DO1887* NAD 83(1986) POSITION- 28 01 42.5    (N) 081 45 34.3    (W)   HD_HELD2
 DO1887* NAVD 88 ORTHO HEIGHT -    43.055 (meters)      141.26  (feet) ADJUSTED
 DO1887  ______________________________________________________________________
 DO1887  GEOID HEIGHT    -        -26.582 (meters)                     GEOID18
 DO1887  DYNAMIC HEIGHT  -         42.991 (meters)      141.05  (feet) COMP
 DO1887  MODELED GRAVITY -    979,153.7   (mgal)                       NAVD 88
 DO1887
 DO1887  VERT ORDER      -  FIRST     CLASS II
 DO1887
 DO1887.The horizontal coordinates were established by autonomous hand held GPS
 DO1887.observations and have an estimated accuracy of +/- 10 meters.
 DO1887
 DO1887.The orthometric height was determined by differential leveling and
 DO1887.adjusted by the NATIONAL GEODETIC SURVEY
 DO1887.in December 2012.
 DO1887
 DO1887.No vertical observational check was made to the station.
 DO1887
 DO1887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1887.GEOID18 height accuracy estimate available here.
 DO1887
 DO1887.Click photographs - Photos may exist for this station.
 DO1887
 DO1887.The dynamic height is computed by dividing the NAVD 88
 DO1887.geopotential number by the normal gravity value computed on the
 DO1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1887.degrees latitude (g = 980.6199 gals.).
 DO1887
 DO1887.The modeled gravity was interpolated from observed gravity values.
 DO1887
 DO1887;                    North         East    Units  Estimated Accuracy
 DO1887;SPC FL W     -   409,387.      223,646.      MT  (+/- 10 meters HH2 GPS)
 DO1887
 DO1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2533900588(NAD 83)
 DO1887
 DO1887                          SUPERSEDED SURVEY CONTROL
 DO1887
 DO1887.No superseded survey control is available for this station.
 DO1887
 DO1887_MARKER: DD = SURVEY DISK
 DO1887_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1887_STAMPING: 24863 A 2011
 DO1887_MARK LOGO: SWFWMD
 DO1887_PROJECTION: FLUSH
 DO1887_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1887_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1887+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO1887_ROD/PIPE-DEPTH: 5.9 meters
 DO1887
 DO1887  HISTORY     - Date     Condition        Report By
 DO1887  HISTORY     - 20110820 MONUMENTED       FLDEP
 DO1887
 DO1887                          STATION DESCRIPTION
 DO1887
 DO1887'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1887'THE MARK IS ABOUT 3.1 MI (5.0 KM) SOUTHEAST OF AUBURNDALE, 2.7 MI (4.3
 DO1887'KM) NORTH-NORTHWEST OF ELOISE, 1.7 MI (2.7 KM) WEST-NORTHWEST OF
 DO1887'WINTER HAVEN, IN SECTION 19, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1887'
 DO1887'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CENTRAL
 DO1887'AVENUE (STATE ROAD 542) IN WINTER HAVEN, GO WEST ON WEST CENTRAL
 DO1887'AVENUE (STATE ROAD 542) FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF EAST
 DO1887'LAKE HOWARD DRIVE ON THE RIGHT.  TURN RIGHT ON EAST LAKE HOWARD DRIVE
 DO1887'(BECOMING NORTH LAKE HOWARD DRIVE AND NORTHWEST LAKE HOWARD DRIVE) AND
 DO1887'GO NORTH, WEST AND SOUTHWEST FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF
 DO1887'AVENUE F NORTHWEST ON THE RIGHT.  TURN RIGHT ON AVENUE F NORTHWEST AND
 DO1887'GO WEST FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF 26TH STREET NORTHWEST
 DO1887'ON THE RIGHT, A BOAT LANDING ON THE LEFT AND THE MARK ON THE LEFT, AN
 DO1887'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.3 FT (5.9 M) WITH AN
 DO1887'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO1887'WITH THE GROUND AND LEVEL WITH THE LAKE DEER BOAT RAMP DRIVEWAY AND
 DO1887'PARKING LOT.
 DO1887'
 DO1887'LOCATED 171.0 FT (52.1 M) NORTHWEST OF SURVEY MARK 24863 B, 114.4 FT
 DO1887'(34.9 M) WEST OF THE APPROXIMATE EXTENDED CENTERLINE OF 26TH STREET
 DO1887'NORTHWEST, 32.3 FT (9.8 M) NORTHWEST OF THE NORTHWEST END OF THE
 DO1887'CONCRETE CULVERT HEADWALL, 1.5 FT (0.5 M) EAST OF A WOODEN RAIL FENCE
 DO1887'AND 1.3 FT (0.4 M) EAST OF A CARSONITE WITNESS POST.
 DO1887'
 DO1887'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1887'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1888 ***********************************************************************
 DO1888  DESIGNATION -  24863 B
 DO1888  PID         -  DO1888
 DO1888  STATE/COUNTY-  FL/POLK
 DO1888  COUNTRY     -  US
 DO1888  USGS QUAD   -  AUBURNDALE (2018)
 DO1888
 DO1888                         *CURRENT SURVEY CONTROL
 DO1888  ______________________________________________________________________
 DO1888* NAD 83(1986) POSITION- 28 01 41.0    (N) 081 45 33.0    (W)   HD_HELD2
 DO1888* NAVD 88 ORTHO HEIGHT -    42.811 (meters)      140.46  (feet) ADJUSTED
 DO1888  ______________________________________________________________________
 DO1888  GEOID HEIGHT    -        -26.581 (meters)                     GEOID18
 DO1888  DYNAMIC HEIGHT  -         42.747 (meters)      140.25  (feet) COMP
 DO1888  MODELED GRAVITY -    979,153.7   (mgal)                       NAVD 88
 DO1888
 DO1888  VERT ORDER      -  FIRST     CLASS II
 DO1888
 DO1888.The horizontal coordinates were established by autonomous hand held GPS
 DO1888.observations and have an estimated accuracy of +/- 10 meters.
 DO1888
 DO1888.The orthometric height was determined by differential leveling and
 DO1888.adjusted by the NATIONAL GEODETIC SURVEY
 DO1888.in December 2012.
 DO1888
 DO1888.No vertical observational check was made to the station.
 DO1888
 DO1888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1888.GEOID18 height accuracy estimate available here.
 DO1888
 DO1888.Click photographs - Photos may exist for this station.
 DO1888
 DO1888.The dynamic height is computed by dividing the NAVD 88
 DO1888.geopotential number by the normal gravity value computed on the
 DO1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1888.degrees latitude (g = 980.6199 gals.).
 DO1888
 DO1888.The modeled gravity was interpolated from observed gravity values.
 DO1888
 DO1888;                    North         East    Units  Estimated Accuracy
 DO1888;SPC FL W     -   409,341.      223,681.      MT  (+/- 10 meters HH2 GPS)
 DO1888
 DO1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2537400542(NAD 83)
 DO1888
 DO1888                          SUPERSEDED SURVEY CONTROL
 DO1888
 DO1888.No superseded survey control is available for this station.
 DO1888
 DO1888_MARKER: DD = SURVEY DISK
 DO1888_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1888_STAMPING: 24863 B 2011
 DO1888_MARK LOGO: SWFWMD
 DO1888_PROJECTION: FLUSH
 DO1888_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1888_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1888+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO1888_ROD/PIPE-DEPTH: 7.7 meters
 DO1888
 DO1888  HISTORY     - Date     Condition        Report By
 DO1888  HISTORY     - 20110820 MONUMENTED       FLDEP
 DO1888
 DO1888                          STATION DESCRIPTION
 DO1888
 DO1888'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1888'THE MARK IS ABOUT 3.1 MI (5.0 KM) SOUTHEAST OF AUBURNDALE, 2.7 MI (4.3
 DO1888'KM) NORTH-NORTHWEST OF ELOISE, 1.7 MI (2.7 KM) WEST-NORTHWEST OF
 DO1888'WINTER HAVEN, IN SECTION 19, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1888'
 DO1888'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CENTRAL
 DO1888'AVENUE (STATE ROAD 542) IN WINTER HAVEN, GO WEST ON WEST CENTRAL
 DO1888'AVENUE (STATE ROAD 542) FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF EAST
 DO1888'LAKE HOWARD DRIVE ON THE RIGHT.  TURN RIGHT ON EAST LAKE HOWARD DRIVE
 DO1888'(BECOMING NORTH LAKE HOWARD DRIVE AND NORTHWEST LAKE HOWARD DRIVE) AND
 DO1888'GO NORTH, WEST AND SOUTHWEST FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF
 DO1888'AVENUE F NORTHWEST ON THE RIGHT.  TURN RIGHT ON AVENUE F NORTHWEST AND
 DO1888'GO WEST FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF 26TH STREET NORTHWEST
 DO1888'ON THE RIGHT, A BOAT LANDING ON THE LEFT AND THE MARK ON THE LEFT, AN
 DO1888'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 25.3 FT (7.7 M) WITH AN
 DO1888'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO1888'WITH THE GROUND AND LEVEL WITH THE LAKE DEER BOAT RAMP DRIVEWAY AND
 DO1888'PARKING LOT.
 DO1888'
 DO1888'LOCATED 171.0 FT (52.1 M) SOUTHEAST OF SURVEY MARK 24863 A, 15.7 FT
 DO1888'(4.8 M) EAST OF THE APPROXIMATE EXTENDED CENTERLINE OF 26TH STREET
 DO1888'NORTHWEST, 2.4 FT (0.7 M) NORTHWEST OF A CHAIN LINK FENCE CORNER POST,
 DO1888'1.7 FT (0.5 M) WEST OF A CHAIN LINK FENCE AND 1.3 FT (0.4 M) WEST OF A
 DO1888'CARSONITE WITNESS POST.
 DO1888'
 DO1888'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1888'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9311 ***********************************************************************
 DO9311  DESIGNATION -  24867 A
 DO9311  PID         -  DO9311
 DO9311  STATE/COUNTY-  FL/POLK
 DO9311  COUNTRY     -  US
 DO9311  USGS QUAD   -  BEREAH (2018)
 DO9311
 DO9311                         *CURRENT SURVEY CONTROL
 DO9311  ______________________________________________________________________
 DO9311* NAD 83(1986) POSITION- 27 41 59.9    (N) 081 41 43.1    (W)   HD_HELD2
 DO9311* NAVD 88 ORTHO HEIGHT -    31.788 (meters)      104.29  (feet) ADJUSTED
 DO9311  ______________________________________________________________________
 DO9311  GEOID HEIGHT    -        -25.722 (meters)                     GEOID18
 DO9311  DYNAMIC HEIGHT  -         31.741 (meters)      104.14  (feet) COMP
 DO9311  MODELED GRAVITY -    979,150.1   (mgal)                       NAVD 88
 DO9311
 DO9311  VERT ORDER      -  FIRST     CLASS II
 DO9311
 DO9311.The horizontal coordinates were established by autonomous hand held GPS
 DO9311.observations and have an estimated accuracy of +/- 10 meters.
 DO9311
 DO9311.The orthometric height was determined by differential leveling and
 DO9311.adjusted by the NATIONAL GEODETIC SURVEY
 DO9311.in December 2013.
 DO9311
 DO9311.No vertical observational check was made to the station.
 DO9311
 DO9311.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9311.GEOID18 height accuracy estimate available here.
 DO9311
 DO9311.Click photographs - Photos may exist for this station.
 DO9311
 DO9311.The dynamic height is computed by dividing the NAVD 88
 DO9311.geopotential number by the normal gravity value computed on the
 DO9311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9311.degrees latitude (g = 980.6199 gals.).
 DO9311
 DO9311.The modeled gravity was interpolated from observed gravity values.
 DO9311
 DO9311;                    North         East    Units  Estimated Accuracy
 DO9311;SPC FL W     -   373,000.      230,051.      MT  (+/- 10 meters HH2 GPS)
 DO9311
 DO9311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3144664160(NAD 83)
 DO9311
 DO9311                          SUPERSEDED SURVEY CONTROL
 DO9311
 DO9311.No superseded survey control is available for this station.
 DO9311
 DO9311_MARKER: DD = SURVEY DISK
 DO9311_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9311_STAMPING: 24867 A 2013
 DO9311_MARK LOGO: SWFWMD
 DO9311_PROJECTION: RECESSED 8 CENTIMETERS
 DO9311_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9311_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9311+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2013
 DO9311_ROD/PIPE-DEPTH: 8.4 meters
 DO9311
 DO9311  HISTORY     - Date     Condition        Report By
 DO9311  HISTORY     - 20130216 MONUMENTED       FLDEP
 DO9311
 DO9311                          STATION DESCRIPTION
 DO9311
 DO9311'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9311'THE MARK IS ABOUT 10.6 MI (17.1 KM) WEST-SOUTHWEST OF FROSTPROOF, 9.0
 DO9311'MI (14.5 KM) EAST-NORTHEAST OF BOWLING GREEN, 5.0 MI (8.0 KM)
 DO9311'WEST-NORTHWEST OF BEREAH, IN SECTION 15, TOWNSHIP 32 SOUTH, RANGE 26
 DO9311'EAST.
 DO9311'
 DO9311'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, U.S.
 DO9311'HIGHWAY 98 AND COUNTY ROAD 630 IN WEST FROSTPROOF, GO WEST ON U.S.
 DO9311'HIGHWAY 98 FOR 7.5 MI (12.1 KM) TO THE INTERSECTION OF AVON PARK
 DO9311'CUTOFF ROAD ON THE LEFT AND BUFFUM CHURCH ROAD ON THE RIGHT.  TURN
 DO9311'LEFT ON AVON PARK CUTOFF ROAD AND GO SOUTH FOR 2.3 MI (3.7 KM) TO THE
 DO9311'MARK ON THE RIGHT.  THE MARK CAN ALSO BE REACHED FROM THE INTERSECTION
 DO9311'OF U.S. HIGHWAY 17, COUNTY ROAD 630 AND U.S. HIGHWAY 98 IN FORT MEADE,
 DO9311'GO EAST ON U.S. HIGHWAY 98 FOR 7.1 MI (11.4 KM) TO THE INTERSECTION OF
 DO9311'AVON PARK CUTOFF ROAD ON THE RIGHT AND BUFFUM CHURCH ROAD ON THE LEFT.
 DO9311'TURN RIGHT ON AVON PARK CUTOFF ROAD AND GO SOUTH FOR 2.3 MI (3.7 KM)
 DO9311'TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DO9311'OF 27.5 FT (8.4 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A
 DO9311'4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DO9311'GROUND AND 1.3 FT (0.4 M) BELOW THE LEVEL OF AVON PARK CUTOFF ROAD.
 DO9311'
 DO9311'LOCATED 62.0 FT (18.9 M) NORTHWEST OF WATER MONITORING WELL NUMBER
 DO9311'24867, 36.0 FT (11.0 M) WEST OF THE APPROXIMATE CENTERLINE OF AVON
 DO9311'PARK CUTOFF ROAD, 13.3 FT (4.1 M) NORTH OF A POWER POLE, 2.0 FT (0.6
 DO9311'M) NORTH OF A 10-INCH (25 CM) DIAMETER FENCE POST FOR A BARBED WIRE
 DO9311'FENCE, 1.7 FT (0.5 M) EAST OF THE BARBED WIRE FENCE AND 1.3 FT (0.4 M)
 DO9311'EAST OF A CARSONITE WITNESS POST.
 DO9311'
 DO9311'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9311'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9310 ***********************************************************************
 DO9310  DESIGNATION -  24867 B
 DO9310  PID         -  DO9310
 DO9310  STATE/COUNTY-  FL/POLK
 DO9310  COUNTRY     -  US
 DO9310  USGS QUAD   -  BEREAH (2018)
 DO9310
 DO9310                         *CURRENT SURVEY CONTROL
 DO9310  ______________________________________________________________________
 DO9310* NAD 83(1986) POSITION- 27 41 58.6    (N) 081 41 43.1    (W)   HD_HELD2
 DO9310* NAVD 88 ORTHO HEIGHT -    31.769 (meters)      104.23  (feet) ADJUSTED
 DO9310  ______________________________________________________________________
 DO9310  GEOID HEIGHT    -        -25.721 (meters)                     GEOID18
 DO9310  DYNAMIC HEIGHT  -         31.721 (meters)      104.07  (feet) COMP
 DO9310  MODELED GRAVITY -    979,150.1   (mgal)                       NAVD 88
 DO9310
 DO9310  VERT ORDER      -  FIRST     CLASS II
 DO9310
 DO9310.The horizontal coordinates were established by autonomous hand held GPS
 DO9310.observations and have an estimated accuracy of +/- 10 meters.
 DO9310
 DO9310.The orthometric height was determined by differential leveling and
 DO9310.adjusted by the NATIONAL GEODETIC SURVEY
 DO9310.in December 2013.
 DO9310
 DO9310.No vertical observational check was made to the station.
 DO9310
 DO9310.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9310.GEOID18 height accuracy estimate available here.
 DO9310
 DO9310.Click photographs - Photos may exist for this station.
 DO9310
 DO9310.The dynamic height is computed by dividing the NAVD 88
 DO9310.geopotential number by the normal gravity value computed on the
 DO9310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9310.degrees latitude (g = 980.6199 gals.).
 DO9310
 DO9310.The modeled gravity was interpolated from observed gravity values.
 DO9310
 DO9310;                    North         East    Units  Estimated Accuracy
 DO9310;SPC FL W     -   372,960.      230,051.      MT  (+/- 10 meters HH2 GPS)
 DO9310
 DO9310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3144664120(NAD 83)
 DO9310
 DO9310                          SUPERSEDED SURVEY CONTROL
 DO9310
 DO9310.No superseded survey control is available for this station.
 DO9310
 DO9310_MARKER: DD = SURVEY DISK
 DO9310_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9310_STAMPING: 24867 B 2013
 DO9310_MARK LOGO: SWFWMD
 DO9310_PROJECTION: RECESSED 8 CENTIMETERS
 DO9310_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9310+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2013
 DO9310_ROD/PIPE-DEPTH: 8.8 meters
 DO9310
 DO9310  HISTORY     - Date     Condition        Report By
 DO9310  HISTORY     - 20130216 MONUMENTED       FLDEP
 DO9310
 DO9310                          STATION DESCRIPTION
 DO9310
 DO9310'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9310'THE MARK IS ABOUT 10.6 MI (17.1 KM) WEST-SOUTHWEST OF FROSTPROOF, 9.0
 DO9310'MI (14.5 KM) EAST-NORTHEAST OF BOWLING GREEN, 5.0 MI (8.0 KM)
 DO9310'WEST-NORTHWEST OF BEREAH, IN SECTION 15, TOWNSHIP 32 SOUTH, RANGE 26
 DO9310'EAST.
 DO9310'
 DO9310'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, U.S.
 DO9310'HIGHWAY 98 AND COUNTY ROAD 630 IN WEST FROSTPROOF, GO WEST ON U.S.
 DO9310'HIGHWAY 98 FOR 7.5 MI (12.1 KM) TO THE INTERSECTION OF AVON PARK
 DO9310'CUTOFF ROAD ON THE LEFT AND BUFFUM CHURCH ROAD ON THE RIGHT.  TURN
 DO9310'LEFT ON AVON PARK CUTOFF ROAD AND GO SOUTH FOR 2.3 MI (3.7 KM) TO THE
 DO9310'MARK ON THE RIGHT.  THE MARK CAN ALSO BE REACHED FROM THE INTERSECTION
 DO9310'OF U.S. HIGHWAY 17, COUNTY ROAD 630 AND U.S. HIGHWAY 98 IN FORT MEADE,
 DO9310'GO EAST ON U.S. HIGHWAY 98 FOR 7.1 MI (11.4 KM) TO THE INTERSECTION OF
 DO9310'AVON PARK CUTOFF ROAD ON THE RIGHT AND BUFFUM CHURCH ROAD ON THE LEFT.
 DO9310'TURN RIGHT ON AVON PARK CUTOFF ROAD AND GO SOUTH FOR 2.3 MI (3.7 KM)
 DO9310'TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DO9310'OF 29.0 FT (8.8 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A
 DO9310'4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DO9310'GROUND AND 1.2 FT (0.4 M) BELOW THE LEVEL OF AVON PARK CUTOFF ROAD.
 DO9310'
 DO9310'LOCATED 92.5 FT (28.2 M) SOUTH OF WATER MONITORING WELL NUMBER 24867,
 DO9310'25.0 FT (7.6 M) WEST OF THE APPROXIMATE CENTERLINE OF AVON PARK CUTOFF
 DO9310'ROAD, 15.0 FT (4.6 M) WEST OF THE EDGE OF THE PAVEMENT, 4.0 FT (1.2 M)
 DO9310'SOUTH OF A FENCE CORNER OF THE BARBED WIRE FENCE, 1.4 FT (0.4 M) EAST
 DO9310'OF THE BARBED WIRE FENCE AND 1.2 FT (0.4 M) EAST OF A CARSONITE
 DO9310'WITNESS POST.
 DO9310'
 DO9310'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9310'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9182 ***********************************************************************
 DO9182  DESIGNATION -  24879 A
 DO9182  PID         -  DO9182
 DO9182  STATE/COUNTY-  FL/POLK
 DO9182  COUNTRY     -  US
 DO9182  USGS QUAD   -  BOWLING GREEN (2018)
 DO9182
 DO9182                         *CURRENT SURVEY CONTROL
 DO9182  ______________________________________________________________________
 DO9182* NAD 83(1986) POSITION- 27 42 26.3    (N) 081 48 26.9    (W)   HD_HELD2
 DO9182* NAVD 88 ORTHO HEIGHT -    26.840 (meters)       88.06  (feet) ADJUSTED
 DO9182  ______________________________________________________________________
 DO9182  GEOID HEIGHT    -        -25.514 (meters)                     GEOID18
 DO9182  DYNAMIC HEIGHT  -         26.800 (meters)       87.93  (feet) COMP
 DO9182  MODELED GRAVITY -    979,154.1   (mgal)                       NAVD 88
 DO9182
 DO9182  VERT ORDER      -  FIRST     CLASS II
 DO9182
 DO9182.The horizontal coordinates were established by autonomous hand held GPS
 DO9182.observations and have an estimated accuracy of +/- 10 meters.
 DO9182
 DO9182.The orthometric height was determined by differential leveling and
 DO9182.adjusted by the NATIONAL GEODETIC SURVEY
 DO9182.in December 2013.
 DO9182
 DO9182.No vertical observational check was made to the station.
 DO9182
 DO9182.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9182.GEOID18 height accuracy estimate available here.
 DO9182
 DO9182.Click photographs - Photos may exist for this station.
 DO9182
 DO9182.The dynamic height is computed by dividing the NAVD 88
 DO9182.geopotential number by the normal gravity value computed on the
 DO9182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9182.degrees latitude (g = 980.6199 gals.).
 DO9182
 DO9182.The modeled gravity was interpolated from observed gravity values.
 DO9182
 DO9182;                    North         East    Units  Estimated Accuracy
 DO9182;SPC FL W     -   373,790.      218,987.      MT  (+/- 10 meters HH2 GPS)
 DO9182
 DO9182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2039265040(NAD 83)
 DO9182
 DO9182                          SUPERSEDED SURVEY CONTROL
 DO9182
 DO9182.No superseded survey control is available for this station.
 DO9182
 DO9182_MARKER: DD = SURVEY DISK
 DO9182_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO9182_SP_SET: BRIDGE GUARDRAIL
 DO9182_STAMPING: 24879 A
 DO9182_MARK LOGO: FLDT
 DO9182_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO9182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9182+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2013
 DO9182
 DO9182  HISTORY     - Date     Condition        Report By
 DO9182  HISTORY     - UNK      MONUMENTED       FLDT
 DO9182  HISTORY     - 20130201 GOOD             FLDEP
 DO9182
 DO9182                          STATION DESCRIPTION
 DO9182
 DO9182'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9182'THE MARK IS ABOUT 9.2 MI (14.8 KM) EAST OF BAIRD, 7.7 MI (12.4 KM)
 DO9182'SOUTH OF HOMELAND, 4.9 MI (7.9 KM) NORTH-NORTHEAST OF BOWLING GREEN,
 DO9182'IN SECTION 10, TOWNSHIP 32 SOUTH, RANGE 25 EAST.
 DO9182'
 DO9182'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, U.S.
 DO9182'HIGHWAY 98 AND STATE ROAD 630 IN FORT MEADE, GO SOUTH ON U.S. HIGHWAY
 DO9182'17 FOR 3.0 MI (4.8 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF THE
 DO9182'NORTHWEST CORNER OF THE CONCRETE GUARDRAIL IN THE SOUTHBOUND LANES OF
 DO9182'THE WHIDDON CREEK BRIDGE 2.7 FT (0.8 M) ABOVE THE U.S. HIGHWAY 17.
 DO9182'
 DO9182'LOCATED 23.4 FT (7.1 M) WEST OF THE APPROXIMATE CENTERLINE OF U.S.
 DO9182'HIGHWAY 17 SOUTHBOUND LANES, 5.6 FT (1.7 M) SOUTH OF THE NORTHWEST
 DO9182'CORNER OF THE BRIDGE AND 3.2 FT (1.0 M) SOUTH OF THE SOUTH END OF THE
 DO9182'METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9181 ***********************************************************************
 DO9181  DESIGNATION -  24879 B
 DO9181  PID         -  DO9181
 DO9181  STATE/COUNTY-  FL/POLK
 DO9181  COUNTRY     -  US
 DO9181  USGS QUAD   -  BOWLING GREEN (2018)
 DO9181
 DO9181                         *CURRENT SURVEY CONTROL
 DO9181  ______________________________________________________________________
 DO9181* NAD 83(1986) POSITION- 27 42 26.1    (N) 081 48 26.3    (W)   HD_HELD2
 DO9181* NAVD 88 ORTHO HEIGHT -    27.023 (meters)       88.66  (feet) ADJUSTED
 DO9181  ______________________________________________________________________
 DO9181  GEOID HEIGHT    -        -25.515 (meters)                     GEOID18
 DO9181  DYNAMIC HEIGHT  -         26.983 (meters)       88.53  (feet) COMP
 DO9181  MODELED GRAVITY -    979,154.1   (mgal)                       NAVD 88
 DO9181
 DO9181  VERT ORDER      -  FIRST     CLASS II
 DO9181
 DO9181.The horizontal coordinates were established by autonomous hand held GPS
 DO9181.observations and have an estimated accuracy of +/- 10 meters.
 DO9181
 DO9181.The orthometric height was determined by differential leveling and
 DO9181.adjusted by the NATIONAL GEODETIC SURVEY
 DO9181.in December 2013.
 DO9181
 DO9181.No vertical observational check was made to the station.
 DO9181
 DO9181.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9181.GEOID18 height accuracy estimate available here.
 DO9181
 DO9181.Click photographs - Photos may exist for this station.
 DO9181
 DO9181.The dynamic height is computed by dividing the NAVD 88
 DO9181.geopotential number by the normal gravity value computed on the
 DO9181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9181.degrees latitude (g = 980.6199 gals.).
 DO9181
 DO9181.The modeled gravity was interpolated from observed gravity values.
 DO9181
 DO9181;                    North         East    Units  Estimated Accuracy
 DO9181;SPC FL W     -   373,784.      219,004.      MT  (+/- 10 meters HH2 GPS)
 DO9181
 DO9181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2040865034(NAD 83)
 DO9181
 DO9181                          SUPERSEDED SURVEY CONTROL
 DO9181
 DO9181.No superseded survey control is available for this station.
 DO9181
 DO9181_MARKER: DD = SURVEY DISK
 DO9181_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO9181_SP_SET: BRIDGE GUARDRAIL
 DO9181_STAMPING: 24879 B
 DO9181_MARK LOGO: FLDT
 DO9181_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO9181_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9181+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2013
 DO9181
 DO9181  HISTORY     - Date     Condition        Report By
 DO9181  HISTORY     - UNK      MONUMENTED       FLDT
 DO9181  HISTORY     - 20130201 GOOD             FLDEP
 DO9181
 DO9181                          STATION DESCRIPTION
 DO9181
 DO9181'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9181'THE MARK IS ABOUT 9.2 MI (14.8 KM) EAST OF BAIRD, 7.7 MI (12.4 KM)
 DO9181'SOUTH OF HOMELAND, 4.9 MI (7.9 KM) NORTH-NORTHEAST OF BOWLING GREEN,
 DO9181'IN SECTION 10, TOWNSHIP 32 SOUTH, RANGE 25 EAST.
 DO9181'
 DO9181'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, U.S.
 DO9181'HIGHWAY 98 AND STATE ROAD 630 IN FORT MEADE, GO SOUTH ON U.S. HIGHWAY
 DO9181'17 FOR 3.0 MI (4.8 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF THE
 DO9181'NORTHWEST CORNER OF THE CONCRETE GUARDRAIL IN THE NORTHBOUND LANES OF
 DO9181'THE WHIDDON CREEK BRIDGE 2.7 FT (0.8 M) ABOVE THE LEVEL OF U.S.
 DO9181'HIGHWAY 17.
 DO9181'
 DO9181'LOCATED 19.4 FT (5.9 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DO9181'NORTHBOUND LANES AND 7.2 FT (2.2 M) SOUTH OF THE NORTHWEST CORNER OF
 DO9181'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1930 ***********************************************************************
 DO1930  DESIGNATION -  24882 A
 DO1930  PID         -  DO1930
 DO1930  STATE/COUNTY-  FL/POLK
 DO1930  COUNTRY     -  US
 DO1930  USGS QUAD   -  AUBURNDALE (2018)
 DO1930
 DO1930                         *CURRENT SURVEY CONTROL
 DO1930  ______________________________________________________________________
 DO1930* NAD 83(1986) POSITION- 28 02 44.6    (N) 081 46 25.6    (W)   HD_HELD2
 DO1930* NAVD 88 ORTHO HEIGHT -    45.013 (meters)      147.68  (feet) ADJUSTED
 DO1930  ______________________________________________________________________
 DO1930  GEOID HEIGHT    -        -26.616 (meters)                     GEOID18
 DO1930  DYNAMIC HEIGHT  -         44.945 (meters)      147.46  (feet) COMP
 DO1930  MODELED GRAVITY -    979,152.7   (mgal)                       NAVD 88
 DO1930
 DO1930  VERT ORDER      -  FIRST     CLASS II
 DO1930
 DO1930.The horizontal coordinates were established by autonomous hand held GPS
 DO1930.observations and have an estimated accuracy of +/- 10 meters.
 DO1930
 DO1930.The orthometric height was determined by differential leveling and
 DO1930.adjusted by the NATIONAL GEODETIC SURVEY
 DO1930.in December 2012.
 DO1930
 DO1930.No vertical observational check was made to the station.
 DO1930
 DO1930.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1930.GEOID18 height accuracy estimate available here.
 DO1930
 DO1930.Click photographs - Photos may exist for this station.
 DO1930
 DO1930.The dynamic height is computed by dividing the NAVD 88
 DO1930.geopotential number by the normal gravity value computed on the
 DO1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1930.degrees latitude (g = 980.6199 gals.).
 DO1930
 DO1930.The modeled gravity was interpolated from observed gravity values.
 DO1930
 DO1930;                    North         East    Units  Estimated Accuracy
 DO1930;SPC FL W     -   411,296.      222,241.      MT  (+/- 10 meters HH2 GPS)
 DO1930
 DO1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2395102508(NAD 83)
 DO1930
 DO1930                          SUPERSEDED SURVEY CONTROL
 DO1930
 DO1930.No superseded survey control is available for this station.
 DO1930
 DO1930_MARKER: DD = SURVEY DISK
 DO1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1930_STAMPING: SID 24882 A 2010
 DO1930_MARK LOGO: SWFWMD
 DO1930_PROJECTION: RECESSED 5 CENTIMETERS
 DO1930_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1930+STABILITY: SURFACE MOTION
 DO1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1930+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2011
 DO1930
 DO1930  HISTORY     - Date     Condition        Report By
 DO1930  HISTORY     - 20100916 MONUMENTED       SWFWMD
 DO1930  HISTORY     - 20110831 GOOD             FLDEP
 DO1930
 DO1930                          STATION DESCRIPTION
 DO1930
 DO1930'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1930'THE MARK IS ABOUT 4.1 MI (6.6 KM) NORTH-NORTHWEST OF ELOISE, 3.0 MI
 DO1930'(4.8 KM) WEST-NORTHWEST OF WINTER HAVEN AND 1.6 MI (2.6 KM) SOUTHEAST
 DO1930'OF AUBURNDALE IN SECTION 13, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO1930'
 DO1930'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1930'T HAVEN DALE BOULEVARD (STATE ROAD 544) IN WINTER HAVEN, GO WEST ON
 DO1930'HAVEN DALE BOULEVARD (STATE ROAD 544) FOR 2.2 MI (3.5 KM) TO THE
 DO1930'INTERSECTION OF JERSEY ROAD.  TURN LEFT ON JERSEY ROAD AND GO SOUTH
 DO1930'FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF AVENUE X NORTHWEST ON THE
 DO1930'LEFT AND LAKE BLUE DRIVE ON THE RIGHT.  CONTINUE SOUTHWEST ON LAKE
 DO1930'BOULEVARD FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF AVENUE U NORTHWEST ON
 DO1930'THE RIGHT.  TURN RIGHT ON AVENUE U NORTHWEST AND GO WEST FOR 0.1 MI
 DO1930'(0.2 KM) TO THE LAKE BLUE BOAT LANDING ON THE RIGHT AND THE MARK ON
 DO1930'THE RIGHT, AN ALUMINUM ROD DRIVEN TO A DEPTH OF 10.0 FT (3.0 M) WITH
 DO1930'AN ALUMINUM DISK ENCASED IN A 12-INCH (30 CM) CONCRETE MONUMENT
 DO1930'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0 FT
 DO1930'(0.6 M) BELOW THE LEVEL OF AVENUE U NORTHWEST.
 DO1930'
 DO1930'LOCATED 78.2 FT (23.8 M) NORTHWEST OF SURVEY MARK 24882 B, 22.3 FT
 DO1930'(6.8 M) WEST OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP, 21.0 FT
 DO1930'(6.4 M) NORTH-NORTHEAST OF THE NORTH EDGE OF THE ASPHALT PARKING LOT,
 DO1930'1.9 FT (0.6 M) WEST OF THE WEST SIDE OF THE METAL DOCK AND 1.6 FT (0.5
 DO1930'M) WEST OF A CARSONITE WITNESS POST.
 DO1930'
 DO1930'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1929 ***********************************************************************
 DO1929  DESIGNATION -  24882 B
 DO1929  PID         -  DO1929
 DO1929  STATE/COUNTY-  FL/POLK
 DO1929  COUNTRY     -  US
 DO1929  USGS QUAD   -  AUBURNDALE (2018)
 DO1929
 DO1929                         *CURRENT SURVEY CONTROL
 DO1929  ______________________________________________________________________
 DO1929* NAD 83(1986) POSITION- 28 02 43.7    (N) 081 46 24.9    (W)   HD_HELD2
 DO1929* NAVD 88 ORTHO HEIGHT -    45.303 (meters)      148.63  (feet) ADJUSTED
 DO1929  ______________________________________________________________________
 DO1929  GEOID HEIGHT    -        -26.615 (meters)                     GEOID18
 DO1929  DYNAMIC HEIGHT  -         45.235 (meters)      148.41  (feet) COMP
 DO1929  MODELED GRAVITY -    979,152.7   (mgal)                       NAVD 88
 DO1929
 DO1929  VERT ORDER      -  FIRST     CLASS II
 DO1929
 DO1929.The horizontal coordinates were established by autonomous hand held GPS
 DO1929.observations and have an estimated accuracy of +/- 10 meters.
 DO1929
 DO1929.The orthometric height was determined by differential leveling and
 DO1929.adjusted by the NATIONAL GEODETIC SURVEY
 DO1929.in December 2012.
 DO1929
 DO1929.No vertical observational check was made to the station.
 DO1929
 DO1929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1929.GEOID18 height accuracy estimate available here.
 DO1929
 DO1929.Click photographs - Photos may exist for this station.
 DO1929
 DO1929.The dynamic height is computed by dividing the NAVD 88
 DO1929.geopotential number by the normal gravity value computed on the
 DO1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1929.degrees latitude (g = 980.6199 gals.).
 DO1929
 DO1929.The modeled gravity was interpolated from observed gravity values.
 DO1929
 DO1929;                    North         East    Units  Estimated Accuracy
 DO1929;SPC FL W     -   411,269.      222,260.      MT  (+/- 10 meters HH2 GPS)
 DO1929
 DO1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2396902480(NAD 83)
 DO1929
 DO1929                          SUPERSEDED SURVEY CONTROL
 DO1929
 DO1929.No superseded survey control is available for this station.
 DO1929
 DO1929_MARKER: DD = SURVEY DISK
 DO1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1929_STAMPING: SID 24882 B 2010
 DO1929_MARK LOGO: SWFWMD
 DO1929_PROJECTION: FLUSH
 DO1929_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1929+STABILITY: SURFACE MOTION
 DO1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1929+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2011
 DO1929
 DO1929  HISTORY     - Date     Condition        Report By
 DO1929  HISTORY     - 20100916 MONUMENTED       SWFWMD
 DO1929  HISTORY     - 20110831 GOOD             FLDEP
 DO1929
 DO1929                          STATION DESCRIPTION
 DO1929
 DO1929'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1929'THE MARK IS ABOUT 4.1 MI (6.6 KM) NORTH-NORTHWEST OF ELOISE, 3.0 MI
 DO1929'(4.8 KM) WEST-NORTHWEST OF WINTER HAVEN, 1.6 MI (2.6 KM) SOUTHEAST OF
 DO1929'AUBURNDALE, IN SECTION 13, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO1929'
 DO1929'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1929'T HAVEN DALE BOULEVARD (STATE ROAD 544) IN WINTER HAVEN, GO WEST ON
 DO1929'HAVEN DALE BOULEVARD (STATE ROAD 544) FOR 2.2 MI (3.5 KM) TO THE
 DO1929'INTERSECTION OF JERSEY ROAD.  TURN LEFT ON JERSEY ROAD AND GO SOUTH
 DO1929'FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF AVENUE X NORTHWEST ON THE
 DO1929'LEFT AND LAKE BLUE DRIVE ON THE RIGHT AND LAKE BOULEVARD STRAIGHT
 DO1929'AHEAD.  CONTINUE STRAIGHT AHEAD ON LAKE BOULEVARD AND GO SOUTHWEST FOR
 DO1929'0.2 MI (0.3 KM) TO THE JUNCTION OF AVENUE U NORTHWEST.  TURN RIGHT ON
 DO1929'AVENUE U NORTHWEST AND GO WEST FOR 0.1 MI (0.2 KM) TO THE LAKE BLUE
 DO1929'BOAT LANDING ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DO1929'DRIVEN TO A DEPTH OF 10.0 FT (3.0 M) WITH AN ALUMINUM DISK ENCASED IN
 DO1929'A 12-INCH (30 CM) CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE
 DO1929'LEVEL OF THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF AVENUE
 DO1929'U NORTHWEST.
 DO1929'
 DO1929'LOCATED 89.2 FT (27.2 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DO1929'OF AVENUE U NORTHWEST, 78.2 FT (23.8 M) SOUTHEAST OF SURVEY MARK 24882
 DO1929'A, 53.5 FT (16.3 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DO1929'THE CONCRETE SIDEWALK, 20.3 FT (6.2 M) SOUTHWEST OF THE APPROXIMATE
 DO1929'CENTERLINE OF THE ASPHALT PARKING LOT DRIVEWAY, 4.0 FT (1.2 M) NORTH
 DO1929'OF A CONCRETE POWER POLE AND 3.9 FT (1.2 M) NORTH OF A CARSONITE
 DO1929'WITNESS POST.
 DO1929'
 DO1929'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1927 ***********************************************************************
 DO1927  DESIGNATION -  24889 A
 DO1927  PID         -  DO1927
 DO1927  STATE/COUNTY-  FL/POLK
 DO1927  COUNTRY     -  US
 DO1927  USGS QUAD   -  AUBURNDALE (2018)
 DO1927
 DO1927                         *CURRENT SURVEY CONTROL
 DO1927  ______________________________________________________________________
 DO1927* NAD 83(1986) POSITION- 28 03 31.4    (N) 081 46 03.2    (W)   HD_HELD2
 DO1927* NAVD 88 ORTHO HEIGHT -    40.722 (meters)      133.60  (feet) ADJUSTED
 DO1927  ______________________________________________________________________
 DO1927  GEOID HEIGHT    -        -26.675 (meters)                     GEOID18
 DO1927  DYNAMIC HEIGHT  -         40.662 (meters)      133.41  (feet) COMP
 DO1927  MODELED GRAVITY -    979,151.7   (mgal)                       NAVD 88
 DO1927
 DO1927  VERT ORDER      -  FIRST     CLASS II
 DO1927
 DO1927.The horizontal coordinates were established by autonomous hand held GPS
 DO1927.observations and have an estimated accuracy of +/- 10 meters.
 DO1927
 DO1927.The orthometric height was determined by differential leveling and
 DO1927.adjusted by the NATIONAL GEODETIC SURVEY
 DO1927.in December 2012.
 DO1927
 DO1927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1927.GEOID18 height accuracy estimate available here.
 DO1927
 DO1927.Click photographs - Photos may exist for this station.
 DO1927
 DO1927.The dynamic height is computed by dividing the NAVD 88
 DO1927.geopotential number by the normal gravity value computed on the
 DO1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1927.degrees latitude (g = 980.6199 gals.).
 DO1927
 DO1927.The modeled gravity was interpolated from observed gravity values.
 DO1927
 DO1927;                    North         East    Units  Estimated Accuracy
 DO1927;SPC FL W     -   412,738.      222,850.      MT  (+/- 10 meters HH2 GPS)
 DO1927
 DO1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2457103945(NAD 83)
 DO1927
 DO1927                          SUPERSEDED SURVEY CONTROL
 DO1927
 DO1927.No superseded survey control is available for this station.
 DO1927
 DO1927_MARKER: DD = SURVEY DISK
 DO1927_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1927_STAMPING: 24889 A 2011
 DO1927_MARK LOGO: SWFWMD
 DO1927_PROJECTION: FLUSH
 DO1927_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1927+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2011
 DO1927_ROD/PIPE-DEPTH: 18.5 meters
 DO1927
 DO1927  HISTORY     - Date     Condition        Report By
 DO1927  HISTORY     - 20110831 MONUMENTED       FLDEP
 DO1927
 DO1927                          STATION DESCRIPTION
 DO1927
 DO1927'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1927'THE MARK IS ABOUT 4.8 MI (7.7 KM) NORTH-NORTHWEST OF ELOISE, 3.3 MI
 DO1927'(5.3 KM) NORTHWEST OF WINTER HAVEN, 1.4 MI (2.3 KM) EAST-SOUTHEAST OF
 DO1927'AUBURNDALE, IN SECTION 12, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO1927'
 DO1927'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1927'T HAVEN DALE BOULEVARD (STATE ROAD 544) IN WINTER HAVEN, GO WEST ON
 DO1927'HAVEN DALE BOULEVARD (STATE ROAD 544) FOR 2.2 MI (3.5 KM) TO THE
 DO1927'INTERSECTION OF JERSEY ROAD.  TURN RIGHT ON JERSEY ROAD AND GO NORTH
 DO1927'FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF OLD WINTER HAVEN ROAD ON
 DO1927'THE LEFT AND MORTON ROAD ON THE RIGHT.  TURN RIGHT ON MORTON ROAD AND
 DO1927'GO EAST FOR 0.15 MI (0.2 KM) TO THE LAKE JESSE BOAT LANDING AND THE
 DO1927'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 60.7
 DO1927'FT (18.5 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10
 DO1927'CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH MORTON ROAD.
 DO1927'
 DO1927'LOCATED 68.6 FT (20.9 M) WEST OF SURVEY MARK 24889 B, 14.0 FT (4.3 M)
 DO1927'NORTH OF THE APPROXIMATE CENTERLINE OF MORTON ROAD, 4.6 FT (1.4 M)
 DO1927'EAST OF A WOODEN POWER POLE NUMBERED 340774, 2.1 FT (0.6 M) SOUTH OF A
 DO1927'CHAIN LINK FENCE AND 1.8 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 DO1927'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1927'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1928 ***********************************************************************
 DO1928  DESIGNATION -  24889 B
 DO1928  PID         -  DO1928
 DO1928  STATE/COUNTY-  FL/POLK
 DO1928  COUNTRY     -  US
 DO1928  USGS QUAD   -  AUBURNDALE (2018)
 DO1928
 DO1928                         *CURRENT SURVEY CONTROL
 DO1928  ______________________________________________________________________
 DO1928* NAD 83(1986) POSITION- 28 03 32.1    (N) 081 46 02.6    (W)   HD_HELD2
 DO1928* NAVD 88 ORTHO HEIGHT -    40.038 (meters)      131.36  (feet) ADJUSTED
 DO1928  ______________________________________________________________________
 DO1928  GEOID HEIGHT    -        -26.676 (meters)                     GEOID18
 DO1928  DYNAMIC HEIGHT  -         39.978 (meters)      131.16  (feet) COMP
 DO1928  MODELED GRAVITY -    979,151.7   (mgal)                       NAVD 88
 DO1928
 DO1928  VERT ORDER      -  FIRST     CLASS II
 DO1928
 DO1928.The horizontal coordinates were established by autonomous hand held GPS
 DO1928.observations and have an estimated accuracy of +/- 10 meters.
 DO1928
 DO1928.The orthometric height was determined by differential leveling and
 DO1928.adjusted by the NATIONAL GEODETIC SURVEY
 DO1928.in December 2012.
 DO1928
 DO1928.No vertical observational check was made to the station.
 DO1928
 DO1928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1928.GEOID18 height accuracy estimate available here.
 DO1928
 DO1928.Click photographs - Photos may exist for this station.
 DO1928
 DO1928.The dynamic height is computed by dividing the NAVD 88
 DO1928.geopotential number by the normal gravity value computed on the
 DO1928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1928.degrees latitude (g = 980.6199 gals.).
 DO1928
 DO1928.The modeled gravity was interpolated from observed gravity values.
 DO1928
 DO1928;                    North         East    Units  Estimated Accuracy
 DO1928;SPC FL W     -   412,760.      222,866.      MT  (+/- 10 meters HH2 GPS)
 DO1928
 DO1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2458803966(NAD 83)
 DO1928
 DO1928                          SUPERSEDED SURVEY CONTROL
 DO1928
 DO1928.No superseded survey control is available for this station.
 DO1928
 DO1928_MARKER: DD = SURVEY DISK
 DO1928_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1928_STAMPING: 24889 B 2011
 DO1928_MARK LOGO: SWFWMD
 DO1928_PROJECTION: FLUSH
 DO1928_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1928+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2011
 DO1928_ROD/PIPE-DEPTH: 15.4 meters
 DO1928
 DO1928  HISTORY     - Date     Condition        Report By
 DO1928  HISTORY     - 20110723 MONUMENTED       FLDEP
 DO1928
 DO1928                          STATION DESCRIPTION
 DO1928
 DO1928'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1928'THE MARK IS ABOUT 4.8 MI (7.7 KM) NORTH-NORTHWEST OF ELOISE, 3.3 MI
 DO1928'(5.3 KM) NORTHWEST OF WINTER HAVEN, 1.4 MI (2.3 KM) EAST-SOUTHEAST OF
 DO1928'AUBURNDALE, IN SECTION 12, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO1928'
 DO1928'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1928'T HAVEN DALE BOULEVARD (STATE ROAD 544) IN WINTER HAVEN, GO WEST ON
 DO1928'HAVEN DALE BOULEVARD (STATE ROAD 544) FOR 2.2 MI (3.5 KM) TO THE
 DO1928'INTERSECTION OF JERSEY ROAD.  TURN RIGHT ON JERSEY ROAD AND GO NORTH
 DO1928'FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF OLD WINTER HAVEN ROAD ON
 DO1928'THE LEFT AND MORTON ROAD ON THE RIGHT.  TURN RIGHT ON MORTON ROAD AND
 DO1928'GO EAST FOR 0.15 MI (0.2 KM) TO THE LAKE JESSE BOAT LANDING AND THE
 DO1928'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 50.6
 DO1928'FT (15.4 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10
 DO1928'CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH MORTON ROAD.
 DO1928'
 DO1928'LOCATED 73.8 FT (22.5 M) EAST OF A WOODEN POWER POLE NUMBERED 340774,
 DO1928'68.6 FT (20.9 M) EAST OF SURVEY MARK 24889 A, 16.0 FT (4.9 M) NORTH OF
 DO1928'THE APPROXIMATE CENTERLINE OF MORTON ROAD AND THE BOAT RAMP, 32.2 FT
 DO1928'(9.8 M) NORTH OF A CHAIN LINK FENCE AND 1.9 FT (0.6 M) SOUTH OF A
 DO1928'CARSONITE WITNESS POST.
 DO1928'
 DO1928'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1928'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9726 ***********************************************************************
 DO9726  DESIGNATION -  24894 A
 DO9726  PID         -  DO9726
 DO9726  STATE/COUNTY-  FL/POLK
 DO9726  COUNTRY     -  US
 DO9726  USGS QUAD   -  AUBURNDALE (2018)
 DO9726
 DO9726                         *CURRENT SURVEY CONTROL
 DO9726  ______________________________________________________________________
 DO9726* NAD 83(1986) POSITION- 28 03 41.0    (N) 081 48 19.5    (W)   HD_HELD2
 DO9726* NAVD 88 ORTHO HEIGHT -    42.609 (meters)      139.79  (feet) ADJUSTED
 DO9726  ______________________________________________________________________
 DO9726  GEOID HEIGHT    -        -26.606 (meters)                     GEOID18
 DO9726  DYNAMIC HEIGHT  -         42.545 (meters)      139.58  (feet) COMP
 DO9726  MODELED GRAVITY -    979,152.8   (mgal)                       NAVD 88
 DO9726
 DO9726  VERT ORDER      -  SECOND    CLASS I
 DO9726
 DO9726.The horizontal coordinates were established by autonomous hand held GPS
 DO9726.observations and have an estimated accuracy of +/- 10 meters.
 DO9726
 DO9726.The orthometric height was determined by differential leveling and
 DO9726.adjusted by the NATIONAL GEODETIC SURVEY
 DO9726.in January 2014.
 DO9726
 DO9726.No vertical observational check was made to the station.
 DO9726
 DO9726.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9726.GEOID18 height accuracy estimate available here.
 DO9726
 DO9726.Click photographs - Photos may exist for this station.
 DO9726
 DO9726.The dynamic height is computed by dividing the NAVD 88
 DO9726.geopotential number by the normal gravity value computed on the
 DO9726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9726.degrees latitude (g = 980.6199 gals.).
 DO9726
 DO9726.The modeled gravity was interpolated from observed gravity values.
 DO9726
 DO9726;                    North         East    Units  Estimated Accuracy
 DO9726;SPC FL W     -   413,027.      219,128.      MT  (+/- 10 meters HH2 GPS)
 DO9726
 DO9726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2085204264(NAD 83)
 DO9726
 DO9726                          SUPERSEDED SURVEY CONTROL
 DO9726
 DO9726.No superseded survey control is available for this station.
 DO9726
 DO9726_MARKER: DD = SURVEY DISK
 DO9726_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO9726_SP_SET: HEADWALL
 DO9726_STAMPING: 24894 A 2013
 DO9726_MARK LOGO: FLDEP
 DO9726_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9726+STABILITY: SURFACE MOTION
 DO9726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9726+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2013
 DO9726
 DO9726  HISTORY     - Date     Condition        Report By
 DO9726  HISTORY     - 20130109 MONUMENTED       FLDEP
 DO9726
 DO9726                          STATION DESCRIPTION
 DO9726
 DO9726'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9726'THE MARK IS ABOUT 6.2 MI (10.0 KM) NORTHWEST OF ELOISE, 5.2 MI (8.4
 DO9726'KM) WEST-NORTHWEST OF WINTER HAVEN, 1.0 MI (1.6 KM) WEST-SOUTHWEST OF
 DO9726'AUBURNDALE, IN SECTION 10, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9726'
 DO9726'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9726'ROAD 570 (POLK PARKWAY-TOLL ROAD) IN AUBURNDALE, GO EAST ON U.S.
 DO9726'HIGHWAY 92 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF BERKLEY ROAD
 DO9726'(COUNTY ROAD 655) ON THE LEFT AND NEPTUNE ROAD ON THE RIGHT.  CONTINUE
 DO9726'EASTERLY ON U.S. HIGHWAY 92 FOR 0.8 MI (1.3 KM) T0 AN R.V.  PARK AT
 DO9726'U.S. MAIL ADDRESS 1398 U.S. HIGHWAY 92 AND THE MARK ON THE LEFT, SET
 DO9726'FLUSH IN THE TOP OF THE CONCRETE HEADWALL AND LEVEL WITH U.S. HIGHWAY
 DO9726'92.
 DO9726'
 DO9726'LOCATED 117.0 FT (35.7 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DO9726'DRIVEWAY TO THE R.V.  PARK AT U.S. MAIL ADDRESS 1398 U.S. HIGHWAY 92,
 DO9726'95.5 FT (29.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 DO9726'92 WESTBOUND LANES, 21.8 FT (6.6 M) WEST OF A 6.0 FT (1.8 M) TALL
 DO9726'CHAIN LINK FENCE WITH BARBWIRE ON THE TOP, 0.8 FT (24 CM) EAST OF THE
 DO9726'WEST END OF THE HEADWALL AND 0.8 FT (24 CM) EAST OF A CARSONITE
 DO9726'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9727 ***********************************************************************
 DO9727  DESIGNATION -  24894 B
 DO9727  PID         -  DO9727
 DO9727  STATE/COUNTY-  FL/POLK
 DO9727  COUNTRY     -  US
 DO9727  USGS QUAD   -  AUBURNDALE (2018)
 DO9727
 DO9727                         *CURRENT SURVEY CONTROL
 DO9727  ______________________________________________________________________
 DO9727* NAD 83(1986) POSITION- 28 03 41.1    (N) 081 48 21.1    (W)   HD_HELD2
 DO9727* NAVD 88 ORTHO HEIGHT -    42.191 (meters)      138.42  (feet) ADJUSTED
 DO9727  ______________________________________________________________________
 DO9727  GEOID HEIGHT    -        -26.605 (meters)                     GEOID18
 DO9727  DYNAMIC HEIGHT  -         42.128 (meters)      138.21  (feet) COMP
 DO9727  MODELED GRAVITY -    979,152.9   (mgal)                       NAVD 88
 DO9727
 DO9727  VERT ORDER      -  SECOND    CLASS I
 DO9727
 DO9727.The horizontal coordinates were established by autonomous hand held GPS
 DO9727.observations and have an estimated accuracy of +/- 10 meters.
 DO9727
 DO9727.The orthometric height was determined by differential leveling and
 DO9727.adjusted by the NATIONAL GEODETIC SURVEY
 DO9727.in January 2014.
 DO9727
 DO9727.No vertical observational check was made to the station.
 DO9727
 DO9727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9727.GEOID18 height accuracy estimate available here.
 DO9727
 DO9727.Click photographs - Photos may exist for this station.
 DO9727
 DO9727.The dynamic height is computed by dividing the NAVD 88
 DO9727.geopotential number by the normal gravity value computed on the
 DO9727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9727.degrees latitude (g = 980.6199 gals.).
 DO9727
 DO9727.The modeled gravity was interpolated from observed gravity values.
 DO9727
 DO9727;                    North         East    Units  Estimated Accuracy
 DO9727;SPC FL W     -   413,030.      219,084.      MT  (+/- 10 meters HH2 GPS)
 DO9727
 DO9727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2080904267(NAD 83)
 DO9727
 DO9727                          SUPERSEDED SURVEY CONTROL
 DO9727
 DO9727.No superseded survey control is available for this station.
 DO9727
 DO9727_MARKER: DD = SURVEY DISK
 DO9727_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9727_STAMPING: 24894 B 2013
 DO9727_MARK LOGO: SFLWMD
 DO9727_PROJECTION: RECESSED 5 CENTIMETERS
 DO9727_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9727+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2013
 DO9727_ROD/PIPE-DEPTH: 6.7 meters
 DO9727
 DO9727  HISTORY     - Date     Condition        Report By
 DO9727  HISTORY     - 20130110 MONUMENTED       FLDEP
 DO9727
 DO9727                          STATION DESCRIPTION
 DO9727
 DO9727'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9727'THE MARK IS ABOUT 6.2 MI (10.0 KM) NORTHWEST OF ELOISE, 5.2 MI (8.4
 DO9727'KM) WEST-NORTHWEST OF WINTER HAVEN, 1.1 MI (1.8 KM) WEST-SOUTHWEST OF
 DO9727'AUBURNDALE, IN SECTION 10, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9727'
 DO9727'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9727'ROAD 570 (POLK PARKWAY-TOLL ROAD) IN AUBURNDALE, GO EAST ON U.S.
 DO9727'HIGHWAY 92 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF BERKLEY ROAD
 DO9727'(COUNTY ROAD 655) ON THE LEFT AND NEPTUNE ROAD ON THE RIGHT.  CONTINUE
 DO9727'EASTERLY ON U.S. HIGHWAY 92 FOR 0.8 MI (1.3 KM) T0 AN R.V.  PARK AT
 DO9727'U.S. MAIL ADDRESS 1398 U.S. HIGHWAY 92 AND THE MARK ON THE LEFT, AN
 DO9727'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 22.0 FT (6.7 M) WITH AN
 DO9727'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6
 DO9727'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH U.S. HIGHWAY 92.
 DO9727'
 DO9727'LOCATED 157.0 FT (47.9 M) NORTH-NORTHWEST OF THE APPROXIMATE
 DO9727'CENTERLINE OF U.S. HIGHWAY 92 WESTBOUND LANES, 83.3 FT (25.4 M)
 DO9727'SOUTH-SOUTHWEST OF A MONITORING WELL, 82.4 FT (25.1 M) SOUTH-SOUTHWEST
 DO9727'OF THE STAFF GAUGE, 8.6 FT (2.6 M) WEST OF THE APPROXIMATE CENTERLINE
 DO9727'OF THE DRIVEWAY TO THE R.V.  PARK, 1.1 FT (0.3 M) SOUTH OF A WHITE
 DO9727'VINYL FENCE AND 1.1 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 DO9727'
 DO9727'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9727'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9358 ***********************************************************************
 DO9358  DESIGNATION -  24897 A
 DO9358  PID         -  DO9358
 DO9358  STATE/COUNTY-  FL/POLK
 DO9358  COUNTRY     -  US
 DO9358  USGS QUAD   -  LAKELAND (2018)
 DO9358
 DO9358                         *CURRENT SURVEY CONTROL
 DO9358  ______________________________________________________________________
 DO9358* NAD 83(1986) POSITION- 28 00 00.7    (N) 081 55 22.7    (W)   HD_HELD2
 DO9358* NAVD 88 ORTHO HEIGHT -    36.006 (meters)      118.13  (feet) ADJUSTED
 DO9358  ______________________________________________________________________
 DO9358  GEOID HEIGHT    -        -26.079 (meters)                     GEOID18
 DO9358  DYNAMIC HEIGHT  -         35.953 (meters)      117.96  (feet) COMP
 DO9358  MODELED GRAVITY -    979,168.1   (mgal)                       NAVD 88
 DO9358
 DO9358  VERT ORDER      -  SECOND    CLASS I
 DO9358
 DO9358.The horizontal coordinates were established by autonomous hand held GPS
 DO9358.observations and have an estimated accuracy of +/- 10 meters.
 DO9358
 DO9358.The orthometric height was determined by differential leveling and
 DO9358.adjusted by the NATIONAL GEODETIC SURVEY
 DO9358.in January 2014.
 DO9358
 DO9358.No vertical observational check was made to the station.
 DO9358
 DO9358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9358.GEOID18 height accuracy estimate available here.
 DO9358
 DO9358.Click photographs - Photos may exist for this station.
 DO9358
 DO9358.The dynamic height is computed by dividing the NAVD 88
 DO9358.geopotential number by the normal gravity value computed on the
 DO9358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9358.degrees latitude (g = 980.6199 gals.).
 DO9358
 DO9358.The modeled gravity was interpolated from observed gravity values.
 DO9358
 DO9358;                    North         East    Units  Estimated Accuracy
 DO9358;SPC FL W     -   406,233.      207,576.      MT  (+/- 10 meters HH2 GPS)
 DO9358
 DO9358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0924897567(NAD 83)
 DO9358
 DO9358                          SUPERSEDED SURVEY CONTROL
 DO9358
 DO9358.No superseded survey control is available for this station.
 DO9358
 DO9358_MARKER: DD = SURVEY DISK
 DO9358_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9358_STAMPING: 24897 A 2012
 DO9358_MARK LOGO: SWFWMD
 DO9358_PROJECTION: RECESSED 5 CENTIMETERS
 DO9358_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9358+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DO9358_ROD/PIPE-DEPTH: 6.9 meters
 DO9358
 DO9358  HISTORY     - Date     Condition        Report By
 DO9358  HISTORY     - 20120806 MONUMENTED       FLDEP
 DO9358
 DO9358                          STATION DESCRIPTION
 DO9358
 DO9358'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9358'THE MARK IS ABOUT 8.7 MI (14.0 KM) NORTHWEST OF BARTOW, 7.9 MI (12.7
 DO9358'KM) NORTH-NORTHEAST OF MULBERRY, 3.1 MI (5.0 KM) SOUTH-SOUTHEAST OF
 DO9358'LAKELAND, IN SECTION 33, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9358'
 DO9358'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND SOUTH
 DO9358'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON U.S. HIGHWAY 98
 DO9358'FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF EDGEWOOD DRIVE ON THE LEFT.
 DO9358'TURN LEFT ON EDGEWOOD DRIVE AND GO WEST FOR 0.8 MI (1.3 KM) TO THE
 DO9358'JUNCTION OF LAKELAND HIGHLANDS ROAD ON THE LEFT.  TURN LEFT ON
 DO9358'LAKELAND HIGHLANDS ROAD AND GO SOUTH FOR 0.7 MI (1.1 KM) TO THE
 DO9358'JUNCTION OF MEADOWLAND PARK BOULEVARD ON THE LEFT.  TURN LEFT ON
 DO9358'MEADOWLAND PARK BOULEVARD AND GO EAST FOR ABOUT 375.0 FT (114.3 M) TO
 DO9358'THE MARK ON THE LEFT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A
 DO9358'DEPTH OF 22.6 FT (6.9 M) ENCASED IN A 4-INCH (10 CM) PVC PIPE,
 DO9358'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 1.6 FT (0.5
 DO9358'M) ABOVE THE LEVEL OF MEADOWLAND PARK BOULEVARD.
 DO9358'
 DO9358'LOCATED 43.8 FT (13.4 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DO9358'MEDIAN OF MEADOWLAND PARK BOULEVARD, 42.8 FT (13.0 M) EAST-SOUTHEAST
 DO9358'OF SURVEY MARK 24897 B, 23.9 FT (7.3 M) NORTH-NORTHEAST OF THE CURB,
 DO9358'2.0 FT (0.6 M) SOUTH-SOUTHWEST OF THE CHAIN LINK FENCE AND 1.9 FT (0.6
 DO9358'M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9358'
 DO9358'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9357 ***********************************************************************
 DO9357  DESIGNATION -  24897 B
 DO9357  PID         -  DO9357
 DO9357  STATE/COUNTY-  FL/POLK
 DO9357  COUNTRY     -  US
 DO9357  USGS QUAD   -  LAKELAND (2018)
 DO9357
 DO9357                         *CURRENT SURVEY CONTROL
 DO9357  ______________________________________________________________________
 DO9357* NAD 83(1986) POSITION- 28 00 00.7    (N) 081 55 23.1    (W)   HD_HELD2
 DO9357* NAVD 88 ORTHO HEIGHT -    35.928 (meters)      117.87  (feet) ADJUSTED
 DO9357  ______________________________________________________________________
 DO9357  GEOID HEIGHT    -        -26.078 (meters)                     GEOID18
 DO9357  DYNAMIC HEIGHT  -         35.875 (meters)      117.70  (feet) COMP
 DO9357  MODELED GRAVITY -    979,168.1   (mgal)                       NAVD 88
 DO9357
 DO9357  VERT ORDER      -  SECOND    CLASS I
 DO9357
 DO9357.The horizontal coordinates were established by autonomous hand held GPS
 DO9357.observations and have an estimated accuracy of +/- 10 meters.
 DO9357
 DO9357.The orthometric height was determined by differential leveling and
 DO9357.adjusted by the NATIONAL GEODETIC SURVEY
 DO9357.in January 2014.
 DO9357
 DO9357.No vertical observational check was made to the station.
 DO9357
 DO9357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9357.GEOID18 height accuracy estimate available here.
 DO9357
 DO9357.Click photographs - Photos may exist for this station.
 DO9357
 DO9357.The dynamic height is computed by dividing the NAVD 88
 DO9357.geopotential number by the normal gravity value computed on the
 DO9357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9357.degrees latitude (g = 980.6199 gals.).
 DO9357
 DO9357.The modeled gravity was interpolated from observed gravity values.
 DO9357
 DO9357;                    North         East    Units  Estimated Accuracy
 DO9357;SPC FL W     -   406,233.      207,565.      MT  (+/- 10 meters HH2 GPS)
 DO9357
 DO9357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0923897567(NAD 83)
 DO9357
 DO9357                          SUPERSEDED SURVEY CONTROL
 DO9357
 DO9357.No superseded survey control is available for this station.
 DO9357
 DO9357_MARKER: DD = SURVEY DISK
 DO9357_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9357_STAMPING: 24897 B 2012
 DO9357_MARK LOGO: SWFWMD
 DO9357_PROJECTION: RECESSED 5 CENTIMETERS
 DO9357_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9357_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9357+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DO9357_ROD/PIPE-DEPTH: 4.9 meters
 DO9357
 DO9357  HISTORY     - Date     Condition        Report By
 DO9357  HISTORY     - 20120806 MONUMENTED       FLDEP
 DO9357
 DO9357                          STATION DESCRIPTION
 DO9357
 DO9357'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9357'THE MARK IS ABOUT 8.7 MI (14.0 KM) NORTHWEST OF BARTOW, 7.9 MI (12.7
 DO9357'KM) NORTH-NORTHEAST OF MULBERRY, 3.1 MI (5.0 KM) SOUTH-SOUTHEAST OF
 DO9357'LAKELAND, IN SECTION 33, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9357'
 DO9357'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND SOUTH
 DO9357'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON U.S. HIGHWAY 98
 DO9357'FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF EDGEWOOD DRIVE ON THE LEFT.
 DO9357'TURN LEFT ON EDGEWOOD DRIVE AND GO WEST FOR 0.8 MI (1.3 KM) TO THE
 DO9357'JUNCTION OF LAKELAND HIGHLANDS ROAD ON THE LEFT.  TURN LEFT ON
 DO9357'LAKELAND HIGHLANDS ROAD AND GO SOUTH FOR 0.7 MI (1.1 KM) TO THE
 DO9357'JUNCTION OF MEADOWLAND PARK BOULEVARD ON THE LEFT.  TURN LEFT ON
 DO9357'MEADOWLAND PARK BOULEVARD AND GO EAST FOR ABOUT 375.0 FT (114.3 M) TO
 DO9357'THE MARK ON THE LEFT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A
 DO9357'DEPTH OF 16.0 FT (4.9 M) ENCASED IN A 4-INCH (10 CM) PVC PIPE,
 DO9357'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3
 DO9357'M) ABOVE THE LEVEL OF MEADOWLAND PARK BOULEVARD.
 DO9357'
 DO9357'LOCATED 47.3 FT (14.4 M) NORTH OF THE APPROXIMATE MEDIAN CENTERLINE OF
 DO9357'MEADOWLAND PARK BOULEVARD, 42.8 FT (13.0 M) WEST-NORTHWEST OF SURVEY
 DO9357'MARK 24897 A, 27.4 FT (8.4 M) NORTH-NORTHEAST OF THE CURB OF THE ROAD,
 DO9357'1.9 FT (0.6 M) SOUTH-SOUTHWEST OF THE CHAIN LINK FENCE AND 1.8 FT (0.5
 DO9357'M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9357'
 DO9357'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9362 ***********************************************************************
 DO9362  DESIGNATION -  24898 A
 DO9362  PID         -  DO9362
 DO9362  STATE/COUNTY-  FL/POLK
 DO9362  COUNTRY     -  US
 DO9362  USGS QUAD   -  LAKELAND (2018)
 DO9362
 DO9362                         *CURRENT SURVEY CONTROL
 DO9362  ______________________________________________________________________
 DO9362* NAD 83(1986) POSITION- 28 00 22.6    (N) 081 56 00.8    (W)   HD_HELD2
 DO9362* NAVD 88 ORTHO HEIGHT -    33.621 (meters)      110.30  (feet) ADJUSTED
 DO9362  ______________________________________________________________________
 DO9362  GEOID HEIGHT    -        -26.074 (meters)                     GEOID18
 DO9362  DYNAMIC HEIGHT  -         33.571 (meters)      110.14  (feet) COMP
 DO9362  MODELED GRAVITY -    979,168.0   (mgal)                       NAVD 88
 DO9362
 DO9362  VERT ORDER      -  SECOND    CLASS I
 DO9362
 DO9362.The horizontal coordinates were established by autonomous hand held GPS
 DO9362.observations and have an estimated accuracy of +/- 10 meters.
 DO9362
 DO9362.The orthometric height was determined by differential leveling and
 DO9362.adjusted by the NATIONAL GEODETIC SURVEY
 DO9362.in January 2014.
 DO9362
 DO9362.No vertical observational check was made to the station.
 DO9362
 DO9362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9362.GEOID18 height accuracy estimate available here.
 DO9362
 DO9362.Click photographs - Photos may exist for this station.
 DO9362
 DO9362.The dynamic height is computed by dividing the NAVD 88
 DO9362.geopotential number by the normal gravity value computed on the
 DO9362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9362.degrees latitude (g = 980.6199 gals.).
 DO9362
 DO9362.The modeled gravity was interpolated from observed gravity values.
 DO9362
 DO9362;                    North         East    Units  Estimated Accuracy
 DO9362;SPC FL W     -   406,906.      206,535.      MT  (+/- 10 meters HH2 GPS)
 DO9362
 DO9362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0821398248(NAD 83)
 DO9362
 DO9362                          SUPERSEDED SURVEY CONTROL
 DO9362
 DO9362.No superseded survey control is available for this station.
 DO9362
 DO9362_MARKER: DD = SURVEY DISK
 DO9362_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO9362_SP_SET: HEADWALL
 DO9362_STAMPING: 24898 A 2012
 DO9362_MARK LOGO: FLDEP
 DO9362_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9362+STABILITY: SURFACE MOTION
 DO9362_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9362+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DO9362
 DO9362  HISTORY     - Date     Condition        Report By
 DO9362  HISTORY     - 20120806 MONUMENTED       FLDEP
 DO9362
 DO9362                          STATION DESCRIPTION
 DO9362
 DO9362'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9362'THE MARK IS ABOUT 9.4 MI (15.1 KM) NORTHWEST OF BARTOW, 8.0 MI (12.9
 DO9362'KM) NORTH-NORTHEAST OF MULBERRY, 2.5 MI (4.0 KM) SOUTH-SOUTHEAST OF
 DO9362'LAKELAND, IN SECTION 32, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9362'
 DO9362'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND SOUTH
 DO9362'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON U.S. HIGHWAY 98
 DO9362'FOR 0.5 M (1.6 FT) TO THE JUNCTION OF EDGEWOOD DRIVE ON THE LEFT.
 DO9362'TURN LEFT ON EDGEWOOD DRIVE AND GO EAST FOR 1.1 MI (1.8 KM) TO THE
 DO9362'INTERSECTION OF NEW JERSEY ROAD.  TURN LEFT ON NEW JERSEY ROAD AND GO
 DO9362'SOUTHERLY FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT, SET FLUSH IN
 DO9362'THE HEADWALL.
 DO9362'
 DO9362'LOCATED 28.7 FT (8.7 M) EAST OF THE APPROXIMATE CENTERLINE OF NEW
 DO9362'JERSEY ROAD, 27.0 FT (8.2 M) SOUTH-SOUTHWEST OF SURVEY MARK 24898 B,
 DO9362'14.3 FT (4.4 M) SOUTH OF THE NORTH END OF THE HEADWALL, 3.6 FT (1.1 M)
 DO9362'WEST OF THE WATER STAFF AND 3.3 FT (1.0 M) NORTH OF A CARSONITE
 DO9362'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9361 ***********************************************************************
 DO9361  DESIGNATION -  24898 B
 DO9361  PID         -  DO9361
 DO9361  STATE/COUNTY-  FL/POLK
 DO9361  COUNTRY     -  US
 DO9361  USGS QUAD   -  LAKELAND (2018)
 DO9361
 DO9361                         *CURRENT SURVEY CONTROL
 DO9361  ______________________________________________________________________
 DO9361* NAD 83(1986) POSITION- 28 00 22.9    (N) 081 56 00.5    (W)   HD_HELD2
 DO9361* NAVD 88 ORTHO HEIGHT -    33.726 (meters)      110.65  (feet) ADJUSTED
 DO9361  ______________________________________________________________________
 DO9361  GEOID HEIGHT    -        -26.074 (meters)                     GEOID18
 DO9361  DYNAMIC HEIGHT  -         33.676 (meters)      110.49  (feet) COMP
 DO9361  MODELED GRAVITY -    979,168.0   (mgal)                       NAVD 88
 DO9361
 DO9361  VERT ORDER      -  SECOND    CLASS I
 DO9361
 DO9361.The horizontal coordinates were established by autonomous hand held GPS
 DO9361.observations and have an estimated accuracy of +/- 10 meters.
 DO9361
 DO9361.The orthometric height was determined by differential leveling and
 DO9361.adjusted by the NATIONAL GEODETIC SURVEY
 DO9361.in January 2014.
 DO9361
 DO9361.No vertical observational check was made to the station.
 DO9361
 DO9361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9361.GEOID18 height accuracy estimate available here.
 DO9361
 DO9361.Click photographs - Photos may exist for this station.
 DO9361
 DO9361.The dynamic height is computed by dividing the NAVD 88
 DO9361.geopotential number by the normal gravity value computed on the
 DO9361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9361.degrees latitude (g = 980.6199 gals.).
 DO9361
 DO9361.The modeled gravity was interpolated from observed gravity values.
 DO9361
 DO9361;                    North         East    Units  Estimated Accuracy
 DO9361;SPC FL W     -   406,916.      206,543.      MT  (+/- 10 meters HH2 GPS)
 DO9361
 DO9361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0822198258(NAD 83)
 DO9361
 DO9361                          SUPERSEDED SURVEY CONTROL
 DO9361
 DO9361.No superseded survey control is available for this station.
 DO9361
 DO9361_MARKER: DD = SURVEY DISK
 DO9361_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9361_STAMPING: 24898 B 2012
 DO9361_MARK LOGO: SFLWMD
 DO9361_PROJECTION: RECESSED 8 CENTIMETERS
 DO9361_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9361_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9361+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DO9361_ROD/PIPE-DEPTH: 3.7 meters
 DO9361
 DO9361  HISTORY     - Date     Condition        Report By
 DO9361  HISTORY     - 20120806 MONUMENTED       FLDEP
 DO9361
 DO9361                          STATION DESCRIPTION
 DO9361
 DO9361'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9361'THE MARK IS ABOUT 9.4 MI (15.1 KM) NORTHWEST OF BARTOW, 8.0 MI (12.9
 DO9361'KM) NORTH-NORTHEAST OF MULBERRY, 2.5 MI (4.0 KM) SOUTH-SOUTHEAST OF
 DO9361'LAKELAND, IN SECTION 32, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9361'
 DO9361'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND SOUTH
 DO9361'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON U.S. HIGHWAY 98
 DO9361'FOR 0.5 M (1.6 FT) TO THE JUNCTION OF EDGEWOOD DRIVE ON THE LEFT.
 DO9361'TURN LEFT ON EDGEWOOD DRIVE AND GO EAST FOR 1.1 MI (1.8 KM) TO THE
 DO9361'INTERSECTION OF NEW JERSEY ROAD.  TURN LEFT ON NEW JERSEY ROAD AND GO
 DO9361'SOUTHERLY FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT, AN ALUMINUM
 DO9361'ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.3 FT (3.7 M) ENCASED IN A
 DO9361'4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DO9361'GROUND AND 3.8 FT (1.2 M) BELOW THE LEVEL OF NEW JERSEY ROAD.
 DO9361'
 DO9361'LOCATED 34.7 FT (10.6 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DO9361'OF NEW JERSEY ROAD, 27.4 FT (8.4 M) NORTH-NORTHEAST OF THE WATER
 DO9361'STAFF, 27.0 FT (8.2 M) NORTH-NORTHEAST OF SURVEY MARK 24898 A, 14.2 FT
 DO9361'(4.3 M) NORTHEAST OF THE NORTH END OF THE HEADWALL AND 1.8 FT (0.5 M)
 DO9361'WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9361'
 DO9361'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9360 ***********************************************************************
 DO9360  DESIGNATION -  24899 A
 DO9360  PID         -  DO9360
 DO9360  STATE/COUNTY-  FL/POLK
 DO9360  COUNTRY     -  US
 DO9360  USGS QUAD   -  LAKELAND (2018)
 DO9360
 DO9360                         *CURRENT SURVEY CONTROL
 DO9360  ______________________________________________________________________
 DO9360* NAD 83(1986) POSITION- 28 00 41.5    (N) 081 55 38.8    (W)   HD_HELD2
 DO9360* NAVD 88 ORTHO HEIGHT -    36.190 (meters)      118.73  (feet) ADJUSTED
 DO9360  ______________________________________________________________________
 DO9360  GEOID HEIGHT    -        -26.110 (meters)                     GEOID18
 DO9360  DYNAMIC HEIGHT  -         36.136 (meters)      118.56  (feet) COMP
 DO9360  MODELED GRAVITY -    979,167.3   (mgal)                       NAVD 88
 DO9360
 DO9360  VERT ORDER      -  SECOND    CLASS I
 DO9360
 DO9360.The horizontal coordinates were established by autonomous hand held GPS
 DO9360.observations and have an estimated accuracy of +/- 10 meters.
 DO9360
 DO9360.The orthometric height was determined by differential leveling and
 DO9360.adjusted by the NATIONAL GEODETIC SURVEY
 DO9360.in January 2014.
 DO9360
 DO9360.No vertical observational check was made to the station.
 DO9360
 DO9360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9360.GEOID18 height accuracy estimate available here.
 DO9360
 DO9360.Click photographs - Photos may exist for this station.
 DO9360
 DO9360.The dynamic height is computed by dividing the NAVD 88
 DO9360.geopotential number by the normal gravity value computed on the
 DO9360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9360.degrees latitude (g = 980.6199 gals.).
 DO9360
 DO9360.The modeled gravity was interpolated from observed gravity values.
 DO9360
 DO9360;                    North         East    Units  Estimated Accuracy
 DO9360;SPC FL W     -   407,489.      207,136.      MT  (+/- 10 meters HH2 GPS)
 DO9360
 DO9360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0881898825(NAD 83)
 DO9360
 DO9360                          SUPERSEDED SURVEY CONTROL
 DO9360
 DO9360.No superseded survey control is available for this station.
 DO9360
 DO9360_MARKER: DD = SURVEY DISK
 DO9360_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9360_STAMPING: 24899 A 2012
 DO9360_MARK LOGO: SWFWMD
 DO9360_PROJECTION: RECESSED 8 CENTIMETERS
 DO9360_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9360+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DO9360_ROD/PIPE-DEPTH: 10.0 meters
 DO9360
 DO9360  HISTORY     - Date     Condition        Report By
 DO9360  HISTORY     - 20120806 MONUMENTED       FLDEP
 DO9360
 DO9360                          STATION DESCRIPTION
 DO9360
 DO9360'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9360'THE MARK IS ABOUT 9.2 MI (14.8 KM) WEST-SOUTHWEST OF AUBURNDALE, 8.5
 DO9360'MI (13.7 KM) NORTH-NORTHEAST OF MULBERRY, 2.4 MI (3.9 KM) SOUTHEAST OF
 DO9360'LAKELAND, IN SECTION 29, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9360'
 DO9360'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND SOUTH
 DO9360'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTHWEST ON U.S. HIGHWAY
 DO9360'98 FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF EDGEWOOD DRIVE ON THE LEFT.
 DO9360'TURN LEFT ON EDGEWOOD DRIVE AND GO WEST FOR 0.8 MI (1.3 KM) TO THE
 DO9360'MARK ON THE RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH
 DO9360'OF 32.6 FT (9.9 M) ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3
 DO9360'FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 0.8 FT (24 CM) BELOW THE
 DO9360'LEVEL OF EDGEWOOD DRIVE.
 DO9360'
 DO9360'LOCATED 68.6 FT (20.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DO9360'EDGEWOOD DRIVE, 25.4 FT (7.7 M) NORTH-NORTHEAST OF SURVEY MARK 24899
 DO9360'B, 15.5 FT (4.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE BOAT
 DO9360'RAMP, 2.1 FT (0.6 M) WEST-SOUTHWEST OF THE CHAIN LINK FENCE AND 1.9 FT
 DO9360'(0.6 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9360'
 DO9360'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9359 ***********************************************************************
 DO9359  DESIGNATION -  24899 B
 DO9359  PID         -  DO9359
 DO9359  STATE/COUNTY-  FL/POLK
 DO9359  COUNTRY     -  US
 DO9359  USGS QUAD   -  LAKELAND (2018)
 DO9359
 DO9359                         *CURRENT SURVEY CONTROL
 DO9359  ______________________________________________________________________
 DO9359* NAD 83(1986) POSITION- 28 00 41.2    (N) 081 55 39.1    (W)   HD_HELD2
 DO9359* NAVD 88 ORTHO HEIGHT -    35.797 (meters)      117.44  (feet) ADJUSTED
 DO9359  ______________________________________________________________________
 DO9359  GEOID HEIGHT    -        -26.109 (meters)                     GEOID18
 DO9359  DYNAMIC HEIGHT  -         35.744 (meters)      117.27  (feet) COMP
 DO9359  MODELED GRAVITY -    979,167.3   (mgal)                       NAVD 88
 DO9359
 DO9359  VERT ORDER      -  SECOND    CLASS I
 DO9359
 DO9359.The horizontal coordinates were established by autonomous hand held GPS
 DO9359.observations and have an estimated accuracy of +/- 10 meters.
 DO9359
 DO9359.The orthometric height was determined by differential leveling and
 DO9359.adjusted by the NATIONAL GEODETIC SURVEY
 DO9359.in January 2014.
 DO9359
 DO9359.No vertical observational check was made to the station.
 DO9359
 DO9359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9359.GEOID18 height accuracy estimate available here.
 DO9359
 DO9359.Click photographs - Photos may exist for this station.
 DO9359
 DO9359.The dynamic height is computed by dividing the NAVD 88
 DO9359.geopotential number by the normal gravity value computed on the
 DO9359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9359.degrees latitude (g = 980.6199 gals.).
 DO9359
 DO9359.The modeled gravity was interpolated from observed gravity values.
 DO9359
 DO9359;                    North         East    Units  Estimated Accuracy
 DO9359;SPC FL W     -   407,479.      207,127.      MT  (+/- 10 meters HH2 GPS)
 DO9359
 DO9359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0881098816(NAD 83)
 DO9359
 DO9359                          SUPERSEDED SURVEY CONTROL
 DO9359
 DO9359.No superseded survey control is available for this station.
 DO9359
 DO9359_MARKER: DD = SURVEY DISK
 DO9359_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9359_STAMPING: 24899 B 2012
 DO9359_MARK LOGO: SWFWMD
 DO9359_PROJECTION: RECESSED 5 CENTIMETERS
 DO9359_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9359+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2012
 DO9359_ROD/PIPE-DEPTH: 9.9 meters
 DO9359
 DO9359  HISTORY     - Date     Condition        Report By
 DO9359  HISTORY     - 20120806 MONUMENTED       FLDEP
 DO9359
 DO9359                          STATION DESCRIPTION
 DO9359
 DO9359'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9359'THE MARK IS ABOUT 9.2 MI (14.8 KM) WEST-SOUTHWEST OF AUBURNDALE, 8.5
 DO9359'MI (13.7 KM) NORTH-NORTHEAST OF MULBERRY, 2.4 MI (3.9 KM) SOUTHEAST OF
 DO9359'LAKELAND, IN SECTION 29, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9359'
 DO9359'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND SOUTH
 DO9359'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTHWEST ON U.S. HIGHWAY
 DO9359'98 FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF EDGEWOOD DRIVE ON THE LEFT.
 DO9359'TURN LEFT ON EDGEWOOD DRIVE AND GO WEST FOR 0.8 MI (1.3 KM) TO THE
 DO9359'MARK ON THE RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH
 DO9359'OF 32.6 FT (9.9 M) ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2
 DO9359'FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.8 FT (24 CM) BELOW THE
 DO9359'LEVEL OF EDGEWOOD DRIVE.
 DO9359'
 DO9359'LOCATED 44.0 FT (13.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DO9359'EDGEWOOD DRIVE, 25.4 FT (7.7 M) SOUTH-SOUTHWEST OF SURVEY MARK 24899
 DO9359'A, 24.1 FT (7.3 M) WEST OF A BRICK CORNER POST, 10.6 FT (3.2 M) SOUTH
 DO9359'OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP, 1.7 FT (0.5 M) NORTH
 DO9359'OF THE CHAIN LINK FENCE AND 1.4 FT (0.4 M) NORTH OF A CARSONITE
 DO9359'WITNESS POST.
 DO9359'
 DO9359'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0083 ***********************************************************************
 AL0083  DESIGNATION -  249
 AL0083  PID         -  AL0083
 AL0083  STATE/COUNTY-  FL/PINELLAS
 AL0083  COUNTRY     -  US
 AL0083  USGS QUAD   -  OLDSMAR (2018)
 AL0083
 AL0083                         *CURRENT SURVEY CONTROL
 AL0083  ______________________________________________________________________
 AL0083* NAD 83(1986) POSITION- 28 03 31.     (N) 082 44 23.     (W)   SCALED
 AL0083* NAVD 88 ORTHO HEIGHT -    13.803 (meters)       45.29  (feet) ADJUSTED
 AL0083  ______________________________________________________________________
 AL0083  GEOID HEIGHT    -        -24.914 (meters)                     GEOID18
 AL0083  DYNAMIC HEIGHT  -         13.782 (meters)       45.22  (feet) COMP
 AL0083  MODELED GRAVITY -    979,188.6   (mgal)                       NAVD 88
 AL0083
 AL0083  VERT ORDER      -  SECOND    CLASS II
 AL0083
 AL0083.The horizontal coordinates were scaled from a map and have
 AL0083.an estimated accuracy of +/- 6 seconds.
 AL0083
 AL0083.The orthometric height was determined by differential leveling and
 AL0083.adjusted by the NATIONAL GEODETIC SURVEY
 AL0083.in June 1991.
 AL0083
 AL0083.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0083.GEOID18 height accuracy estimate available here.
 AL0083
 AL0083.Click photographs - Photos may exist for this station.
 AL0083
 AL0083.The dynamic height is computed by dividing the NAVD 88
 AL0083.geopotential number by the normal gravity value computed on the
 AL0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0083.degrees latitude (g = 980.6199 gals.).
 AL0083
 AL0083.The modeled gravity was interpolated from observed gravity values.
 AL0083
 AL0083;                    North         East    Units  Estimated Accuracy
 AL0083;SPC FL W     -   412,930.      127,280.      MT  (+/- 180 meters Scaled)
 AL0083
 AL0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM290049(NAD 83)
 AL0083
 AL0083                          SUPERSEDED SURVEY CONTROL
 AL0083
 AL0083  NGVD 29 (??/??/92)   14.062  (m)           46.14   (f) ADJ UNCH    2 2
 AL0083
 AL0083.Superseded values are not recommended for survey control.
 AL0083
 AL0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0083.See file dsdata.pdf to determine how the superseded data were derived.
 AL0083
 AL0083_MARKER: DD = SURVEY DISK
 AL0083_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL0083_SP_SET: DROP INLET
 AL0083_STAMPING: 249
 AL0083_MARK LOGO: FLSRD
 AL0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0083
 AL0083  HISTORY     - Date     Condition        Report By
 AL0083  HISTORY     - UNK      MONUMENTED       FLHD
 AL0083  HISTORY     - 1976     GOOD             FLDT
 AL0083  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0083
 AL0083                          STATION DESCRIPTION
 AL0083
 AL0083'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0083'4.9 MI S FROM TARPON SPRINGS.
 AL0083'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0083'584, RUN SOUTHERLY ON U.S. 19 FOR 0.65 MILE.  STATION ON LEFT,
 AL0083'AT THE CENTERLINE OF U.S. 19.  SET IN TOP OF CONCRETE DROP INLET.
 AL0083'SECTION 7, T28S, R16E.
 AL0083
 AL0083                          STATION RECOVERY (1984)
 AL0083
 AL0083'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0083'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9351 ***********************************************************************
 DO9351  DESIGNATION -  24901 A
 DO9351  PID         -  DO9351
 DO9351  STATE/COUNTY-  FL/POLK
 DO9351  COUNTRY     -  US
 DO9351  USGS QUAD   -  LAKELAND (2018)
 DO9351
 DO9351                         *CURRENT SURVEY CONTROL
 DO9351  ______________________________________________________________________
 DO9351* NAD 83(1986) POSITION- 28 02 01.2    (N) 081 55 06.9    (W)   HD_HELD2
 DO9351* NAVD 88 ORTHO HEIGHT -    42.404 (meters)      139.12  (feet) ADJUSTED
 DO9351  ______________________________________________________________________
 DO9351  GEOID HEIGHT    -        -26.219 (meters)                     GEOID18
 DO9351  DYNAMIC HEIGHT  -         42.342 (meters)      138.92  (feet) COMP
 DO9351  MODELED GRAVITY -    979,164.8   (mgal)                       NAVD 88
 DO9351
 DO9351  VERT ORDER      -  SECOND    CLASS I
 DO9351
 DO9351.The horizontal coordinates were established by autonomous hand held GPS
 DO9351.observations and have an estimated accuracy of +/- 10 meters.
 DO9351
 DO9351.The orthometric height was determined by differential leveling and
 DO9351.adjusted by the NATIONAL GEODETIC SURVEY
 DO9351.in January 2014.
 DO9351
 DO9351.No vertical observational check was made to the station.
 DO9351
 DO9351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9351.GEOID18 height accuracy estimate available here.
 DO9351
 DO9351.Click photographs - Photos may exist for this station.
 DO9351
 DO9351.The dynamic height is computed by dividing the NAVD 88
 DO9351.geopotential number by the normal gravity value computed on the
 DO9351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9351.degrees latitude (g = 980.6199 gals.).
 DO9351
 DO9351.The modeled gravity was interpolated from observed gravity values.
 DO9351
 DO9351;                    North         East    Units  Estimated Accuracy
 DO9351;SPC FL W     -   409,942.      208,005.      MT  (+/- 10 meters HH2 GPS)
 DO9351
 DO9351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0970801272(NAD 83)
 DO9351
 DO9351                          SUPERSEDED SURVEY CONTROL
 DO9351
 DO9351.No superseded survey control is available for this station.
 DO9351
 DO9351_MARKER: DD = SURVEY DISK
 DO9351_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9351_STAMPING: 24901 A 2012
 DO9351_MARK LOGO: SWFWMD
 DO9351_PROJECTION: RECESSED 8 CENTIMETERS
 DO9351_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9351_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9351+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2012
 DO9351_ROD/PIPE-DEPTH: 13.6 meters
 DO9351
 DO9351  HISTORY     - Date     Condition        Report By
 DO9351  HISTORY     - 20120802 MONUMENTED       FLDEP
 DO9351
 DO9351                          STATION DESCRIPTION
 DO9351
 DO9351'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9351'THE MARK IS ABOUT 8.9 MI (14.3 KM) SOUTH-SOUTHEAST OF PROVIDENCE, 8.2
 DO9351'MI (13.2 KM) WEST-SOUTHWEST OF AUBURNDALE, 2.0 MI (3.2 KM)
 DO9351'EAST-SOUTHEAST OF LAKELAND, IN SECTION 21, TOWNSHIP 28 SOUTH, RANGE 24
 DO9351'EAST.
 DO9351'
 DO9351'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND SOUTH
 DO9351'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON SOUTH COMBEE
 DO9351'ROAD (STATE ROAD 659) FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF SOUTH
 DO9351'CRYSTAL LAKE DRIVE ON THE LEFT.  TURN LEFT ON SOUTH CRYSTAL LAKE DRIVE
 DO9351'AND GO WEST FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF LOWERY AVENUE ON
 DO9351'THE RIGHT.  TURN RIGHT ON LOWERY AVENUE AND GO NORTH FOR 0.1 MI (0.2
 DO9351'KM) TO THE INTERSECTION OF NORTH CRYSTAL LAKE DRIVE.  TURN LEFT ON
 DO9351'NORTH CRYSTAL LAKE DRIVE AND GO WEST FOR 0.2 MI (0.3 KM) TO THE
 DO9351'JUNCTION OF LONGFELLOW BOULEVARD ON THE RIGHT.  TURN RIGHT ON
 DO9351'LONGFELLOW BOULEVARD AND GO NORTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION
 DO9351'OF THE PAVED ENTRANCE ROAD TO THE COLLEGE ON THE RIGHT.  TURN RIGHT ON
 DO9351'THE PAVED ENTRANCE ROAD AND GO EAST FOR 0.1 MI (0.2 KM) TO THE MARK ON
 DO9351'THE LEFT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 44.6
 DO9351'FT (13.6 M) ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.3 FT (9
 DO9351'CM) BELOW THE LEVEL OF THE GROUND AND 0.3 FT (9 CM) BELOW THE LEVEL OF
 DO9351'THE SIDEWALK.
 DO9351'
 DO9351'LOCATED 82.3 FT (25.1 M) NORTH OF SURVEY MARK 24901 B, 58.3 FT (17.8
 DO9351'M) NORTHWEST OF THE WATER STAFF, 2.0 FT (0.6 M) SOUTH OF THE EDGE OF
 DO9351'THE SIDEWALK, 1.7 FT (0.5 M) NORTHWEST OF UTILITY POLE 112111 AND 1.5
 DO9351'FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DO9351'
 DO9351'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9350 ***********************************************************************
 DO9350  DESIGNATION -  24901 B
 DO9350  PID         -  DO9350
 DO9350  STATE/COUNTY-  FL/POLK
 DO9350  COUNTRY     -  US
 DO9350  USGS QUAD   -  LAKELAND (2018)
 DO9350
 DO9350                         *CURRENT SURVEY CONTROL
 DO9350  ______________________________________________________________________
 DO9350* NAD 83(1986) POSITION- 28 02 00.3    (N) 081 55 06.8    (W)   HD_HELD2
 DO9350* NAVD 88 ORTHO HEIGHT -    42.485 (meters)      139.39  (feet) ADJUSTED
 DO9350  ______________________________________________________________________
 DO9350  GEOID HEIGHT    -        -26.218 (meters)                     GEOID18
 DO9350  DYNAMIC HEIGHT  -         42.422 (meters)      139.18  (feet) COMP
 DO9350  MODELED GRAVITY -    979,164.8   (mgal)                       NAVD 88
 DO9350
 DO9350  VERT ORDER      -  SECOND    CLASS I
 DO9350
 DO9350.The horizontal coordinates were established by autonomous hand held GPS
 DO9350.observations and have an estimated accuracy of +/- 10 meters.
 DO9350
 DO9350.The orthometric height was determined by differential leveling and
 DO9350.adjusted by the NATIONAL GEODETIC SURVEY
 DO9350.in January 2014.
 DO9350
 DO9350.No vertical observational check was made to the station.
 DO9350
 DO9350.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9350.GEOID18 height accuracy estimate available here.
 DO9350
 DO9350.Click photographs - Photos may exist for this station.
 DO9350
 DO9350.The dynamic height is computed by dividing the NAVD 88
 DO9350.geopotential number by the normal gravity value computed on the
 DO9350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9350.degrees latitude (g = 980.6199 gals.).
 DO9350
 DO9350.The modeled gravity was interpolated from observed gravity values.
 DO9350
 DO9350;                    North         East    Units  Estimated Accuracy
 DO9350;SPC FL W     -   409,915.      208,008.      MT  (+/- 10 meters HH2 GPS)
 DO9350
 DO9350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0971101244(NAD 83)
 DO9350
 DO9350                          SUPERSEDED SURVEY CONTROL
 DO9350
 DO9350.No superseded survey control is available for this station.
 DO9350
 DO9350_MARKER: DD = SURVEY DISK
 DO9350_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO9350+WITH SETTING: INFORMATION.
 DO9350_STAMPING: 24901 B 2012
 DO9350_MARK LOGO: SWFWMD
 DO9350_PROJECTION: RECESSED 5 CENTIMETERS
 DO9350_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9350_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9350_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9350+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2012
 DO9350_ROD/PIPE-DEPTH: 1.4 meters
 DO9350
 DO9350  HISTORY     - Date     Condition        Report By
 DO9350  HISTORY     - 20120802 MONUMENTED       FLDEP
 DO9350
 DO9350                          STATION DESCRIPTION
 DO9350
 DO9350'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9350'THE MARK IS ABOUT 8.9 MI (14.3 KM) SOUTH-SOUTHEAST OF PROVIDENCE, 8.2
 DO9350'MI (13.2 KM) WEST-SOUTHWEST OF AUBURNDALE, 2.0 MI (3.2 KM)
 DO9350'EAST-SOUTHEAST OF LAKELAND, IN SECTION 21, TOWNSHIP 28 SOUTH, RANGE 24
 DO9350'EAST.
 DO9350'
 DO9350'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND SOUTH
 DO9350'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON SOUTH COMBEE
 DO9350'ROAD (STATE ROAD 659) FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF SOUTH
 DO9350'CRYSTAL LAKE DRIVE ON THE LEFT.  TURN LEFT ON SOUTH CRYSTAL LAKE DRIVE
 DO9350'AND GO WEST FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF LOWERY AVENUE ON
 DO9350'THE RIGHT.  TURN RIGHT ON LOWERY AVENUE AND GO NORTH FOR 0.1 MI (0.2
 DO9350'KM) TO THE INTERSECTION OF NORTH CRYSTAL LAKE DRIVE.  TURN LEFT ON
 DO9350'NORTH CRYSTAL LAKE DRIVE AND GO WEST FOR 0.2 MI (0.3 KM) TO THE
 DO9350'JUNCTION OF LONGFELLOW BOULEVARD ON THE RIGHT.  TURN RIGHT ON
 DO9350'LONGFELLOW BOULEVARD AND GO NORTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION
 DO9350'OF THE PAVED ENTRANCE ROAD TO THE COLLEGE ON THE RIGHT.  TURN RIGHT ON
 DO9350'THE PAVED ENTRANCE ROAD AND GO EAST FOR 0.1 MI (0.2 KM) TO THE MARK ON
 DO9350'THE LEFT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 4.5 FT
 DO9350'(1.4 M) ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM)
 DO9350'BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF
 DO9350'THE PAVED DRIVEWAY.
 DO9350'
 DO9350'LOCATED 82.3 FT (25.1 M) SOUTH OF SURVEY MARK 24901 A, 70.0 FT (21.3
 DO9350'M) SOUTHWEST OF THE WATER STAFF, 69.3 FT (21.1 M) NORTH-NORTHEAST OF
 DO9350'THE APPROXIMATE CENTERLINE OF THE PAVED DRIVEWAY, 2.0 FT (0.6 M) WEST
 DO9350'OF UTILITY POLE 112112 AND 1.9 FT (0.6 M) WEST OF A CARSONITE WITNESS
 DO9350'POST.
 DO9350'
 DO9350'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9353 ***********************************************************************
 DO9353  DESIGNATION -  24902 A
 DO9353  PID         -  DO9353
 DO9353  STATE/COUNTY-  FL/POLK
 DO9353  COUNTRY     -  US
 DO9353  USGS QUAD   -  LAKELAND (2018)
 DO9353
 DO9353                         *CURRENT SURVEY CONTROL
 DO9353  ______________________________________________________________________
 DO9353* NAD 83(1986) POSITION- 28 01 40.2    (N) 081 54 31.1    (W)   HD_HELD2
 DO9353* NAVD 88 ORTHO HEIGHT -    41.908 (meters)      137.49  (feet) ADJUSTED
 DO9353  ______________________________________________________________________
 DO9353  GEOID HEIGHT    -        -26.223 (meters)                     GEOID18
 DO9353  DYNAMIC HEIGHT  -         41.846 (meters)      137.29  (feet) COMP
 DO9353  MODELED GRAVITY -    979,164.8   (mgal)                       NAVD 88
 DO9353
 DO9353  VERT ORDER      -  SECOND    CLASS I
 DO9353
 DO9353.The horizontal coordinates were established by autonomous hand held GPS
 DO9353.observations and have an estimated accuracy of +/- 10 meters.
 DO9353
 DO9353.The orthometric height was determined by differential leveling and
 DO9353.adjusted by the NATIONAL GEODETIC SURVEY
 DO9353.in January 2014.
 DO9353
 DO9353.No vertical observational check was made to the station.
 DO9353
 DO9353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9353.GEOID18 height accuracy estimate available here.
 DO9353
 DO9353.Click photographs - Photos may exist for this station.
 DO9353
 DO9353.The dynamic height is computed by dividing the NAVD 88
 DO9353.geopotential number by the normal gravity value computed on the
 DO9353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9353.degrees latitude (g = 980.6199 gals.).
 DO9353
 DO9353.The modeled gravity was interpolated from observed gravity values.
 DO9353
 DO9353;                    North         East    Units  Estimated Accuracy
 DO9353;SPC FL W     -   409,297.      208,984.      MT  (+/- 10 meters HH2 GPS)
 DO9353
 DO9353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1068100618(NAD 83)
 DO9353
 DO9353                          SUPERSEDED SURVEY CONTROL
 DO9353
 DO9353.No superseded survey control is available for this station.
 DO9353
 DO9353_MARKER: DD = SURVEY DISK
 DO9353_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9353_STAMPING: 24902 A 2012
 DO9353_MARK LOGO: SWFWMD
 DO9353_PROJECTION: RECESSED 8 CENTIMETERS
 DO9353_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9353_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9353+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2016
 DO9353_ROD/PIPE-DEPTH: 5.1 meters
 DO9353
 DO9353  HISTORY     - Date     Condition        Report By
 DO9353  HISTORY     - 20120806 MONUMENTED       FLDEP
 DO9353  HISTORY     - 20160418 GOOD             AMEC
 DO9353
 DO9353                          STATION DESCRIPTION
 DO9353
 DO9353'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9353'THE MARK IS ABOUT 9.5 MI (15.3 KM) SOUTH-SOUTHEAST OF PROVIDENCE, 7.7
 DO9353'MI (12.4 KM) WEST-SOUTHWEST OF AUBURNDALE, 2.6 MI (4.2 KM)
 DO9353'EAST-SOUTHEAST OF LAKELAND, IN SECTION 21, TOWNSHIP 28 SOUTH, RANGE 24
 DO9353'EAST.
 DO9353'
 DO9353'TO TEACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND SOUTH
 DO9353'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON SOUTH COMBEE
 DO9353'ROAD (STATE ROAD 659) FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF NORTH
 DO9353'CRYSTAL LAKE DRIVE ON THE LEFT.  TURN LEFT ON NORTH CRYSTAL LAKE DRIVE
 DO9353'AND GO WEST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT, AN ALUMINUM
 DO9353'ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 16.7 FT (5.1 M) ENCASED IN A
 DO9353'4-INCH (10 CM) PVC PIPE, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DO9353'GROUND AND 3.2 FT (1.0 M) BELOW THE LEVEL OF NORTH CRYSTAL LAKE DRIVE.
 DO9353'LOCATED 100.8 FT (30.7 M) SOUTH-SOUTHWEST OF THE APPROXIMATE
 DO9353'CENTERLINE OF NORTH CRYSTAL LAKE DRIVE, 62.0 FT (18.9 M)
 DO9353'WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP, 23.0 FT
 DO9353'(7.0 M) WEST-SOUTHWEST OF SURVEY MARK 24902 B, 2.2 FT (0.7 M)
 DO9353'EAST-SOUTHEAST OF THE EAST EDGE OF THE SIDEWALK AND 1.7 FT (0.5 M)
 DO9353'EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 DO9353'
 DO9353'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
 DO9353
 DO9353                          STATION RECOVERY (2016)
 DO9353
 DO9353'RECOVERY NOTE BY AMEC EARTH & ENVIRONMENTAL 2016 (MF)
 DO9353'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9352 ***********************************************************************
 DO9352  DESIGNATION -  24902 B
 DO9352  PID         -  DO9352
 DO9352  STATE/COUNTY-  FL/POLK
 DO9352  COUNTRY     -  US
 DO9352  USGS QUAD   -  LAKELAND (2018)
 DO9352
 DO9352                         *CURRENT SURVEY CONTROL
 DO9352  ______________________________________________________________________
 DO9352* NAD 83(1986) POSITION- 28 01 40.3    (N) 081 54 30.8    (W)   HD_HELD2
 DO9352* NAVD 88 ORTHO HEIGHT -    41.647 (meters)      136.64  (feet) ADJUSTED
 DO9352  ______________________________________________________________________
 DO9352  GEOID HEIGHT    -        -26.223 (meters)                     GEOID18
 DO9352  DYNAMIC HEIGHT  -         41.585 (meters)      136.43  (feet) COMP
 DO9352  MODELED GRAVITY -    979,164.8   (mgal)                       NAVD 88
 DO9352
 DO9352  VERT ORDER      -  SECOND    CLASS I
 DO9352
 DO9352.The horizontal coordinates were established by autonomous hand held GPS
 DO9352.observations and have an estimated accuracy of +/- 10 meters.
 DO9352
 DO9352.The orthometric height was determined by differential leveling and
 DO9352.adjusted by the NATIONAL GEODETIC SURVEY
 DO9352.in January 2014.
 DO9352
 DO9352.No vertical observational check was made to the station.
 DO9352
 DO9352.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9352.GEOID18 height accuracy estimate available here.
 DO9352
 DO9352.Click photographs - Photos may exist for this station.
 DO9352
 DO9352.The dynamic height is computed by dividing the NAVD 88
 DO9352.geopotential number by the normal gravity value computed on the
 DO9352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9352.degrees latitude (g = 980.6199 gals.).
 DO9352
 DO9352.The modeled gravity was interpolated from observed gravity values.
 DO9352
 DO9352;                    North         East    Units  Estimated Accuracy
 DO9352;SPC FL W     -   409,300.      208,992.      MT  (+/- 10 meters HH2 GPS)
 DO9352
 DO9352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1068900621(NAD 83)
 DO9352
 DO9352                          SUPERSEDED SURVEY CONTROL
 DO9352
 DO9352.No superseded survey control is available for this station.
 DO9352
 DO9352_MARKER: DD = SURVEY DISK
 DO9352_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9352_STAMPING: 24902 B 2012
 DO9352_MARK LOGO: SWFWMD
 DO9352_PROJECTION: RECESSED 5 CENTIMETERS
 DO9352_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9352+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2016
 DO9352_ROD/PIPE-DEPTH: 3.8 meters
 DO9352
 DO9352  HISTORY     - Date     Condition        Report By
 DO9352  HISTORY     - 20120806 MONUMENTED       FLDEP
 DO9352  HISTORY     - 20160418 GOOD             AMEC
 DO9352
 DO9352                          STATION DESCRIPTION
 DO9352
 DO9352'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9352'THE MARK IS ABOUT 9.5 MI (15.3 KM) SOUTH-SOUTHEAST OF PROVIDENCE, 7.7
 DO9352'MI (12.4 KM) WEST-SOUTHWEST OF AUBURNDALE, 2.6 MI (4.2 KM)
 DO9352'EAST-SOUTHEAST OF LAKELAND, IN SECTION 21, TOWNSHIP 28 SOUTH, RANGE 24
 DO9352'EAST.
 DO9352'
 DO9352'TO TEACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND SOUTH
 DO9352'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO NORTH ON SOUTH COMBEE
 DO9352'ROAD (STATE ROAD 659) FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF NORTH
 DO9352'CRYSTAL LAKE DRIVE ON THE LEFT.  TURN LEFT ON NORTH CRYSTAL LAKE DRIVE
 DO9352'AND GO WEST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT, AN ALUMINUM
 DO9352'ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.6 FT (3.8 M) ENCASED IN A
 DO9352'4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DO9352'GROUND AND 2.3 FT (0.7 M) BELOW THE LEVEL OF NORTH CRYSTAL LAKE DRIVE.
 DO9352'LOCATED 88.0 FT (26.8 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DO9352'OF NORTH CRYSTAL LAKE DRIVE, 42.4 FT (12.9 M) NORTH-NORTHWEST OF THE
 DO9352'APPROXIMATE CENTERLINE OF THE BOAT RAMP, 23.0 FT (7.0 M)
 DO9352'EAST-NORTHEAST OF SURVEY MARK 24902 A, 21.6 FT (6.6 M) EAST-SOUTHEAST
 DO9352'OF THE EAST EDGE OF THE SIDEWALK AND 1.9 FT (0.6 M) NORTH-NORTHEAST OF
 DO9352'A CARSONITE WITNESS POST.
 DO9352'
 DO9352'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
 DO9352
 DO9352                          STATION RECOVERY (2016)
 DO9352
 DO9352'RECOVERY NOTE BY AMEC EARTH & ENVIRONMENTAL 2016 (MF)
 DO9352'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9368 ***********************************************************************
 DO9368  DESIGNATION -  24903 A
 DO9368  PID         -  DO9368
 DO9368  STATE/COUNTY-  FL/POLK
 DO9368  COUNTRY     -  US
 DO9368  USGS QUAD   -  LAKELAND (2018)
 DO9368
 DO9368                         *CURRENT SURVEY CONTROL
 DO9368  ______________________________________________________________________
 DO9368* NAD 83(1986) POSITION- 28 02 44.0    (N) 081 55 53.7    (W)   HD_HELD2
 DO9368* NAVD 88 ORTHO HEIGHT -    40.712 (meters)      133.57  (feet) ADJUSTED
 DO9368  ______________________________________________________________________
 DO9368  GEOID HEIGHT    -        -26.230 (meters)                     GEOID18
 DO9368  DYNAMIC HEIGHT  -         40.652 (meters)      133.37  (feet) COMP
 DO9368  MODELED GRAVITY -    979,164.4   (mgal)                       NAVD 88
 DO9368
 DO9368  VERT ORDER      -  SECOND    CLASS I
 DO9368
 DO9368.The horizontal coordinates were established by autonomous hand held GPS
 DO9368.observations and have an estimated accuracy of +/- 10 meters.
 DO9368
 DO9368.The orthometric height was determined by differential leveling and
 DO9368.adjusted by the NATIONAL GEODETIC SURVEY
 DO9368.in January 2014.
 DO9368
 DO9368.No vertical observational check was made to the station.
 DO9368
 DO9368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9368.GEOID18 height accuracy estimate available here.
 DO9368
 DO9368.Click photographs - Photos may exist for this station.
 DO9368
 DO9368.The dynamic height is computed by dividing the NAVD 88
 DO9368.geopotential number by the normal gravity value computed on the
 DO9368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9368.degrees latitude (g = 980.6199 gals.).
 DO9368
 DO9368.The modeled gravity was interpolated from observed gravity values.
 DO9368
 DO9368;                    North         East    Units  Estimated Accuracy
 DO9368;SPC FL W     -   411,259.      206,726.      MT  (+/- 10 meters HH2 GPS)
 DO9368
 DO9368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0844002598(NAD 83)
 DO9368
 DO9368                          SUPERSEDED SURVEY CONTROL
 DO9368
 DO9368.No superseded survey control is available for this station.
 DO9368
 DO9368_MARKER: DD = SURVEY DISK
 DO9368_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9368_STAMPING: 24903 A 2012
 DO9368_MARK LOGO: SWFWMD
 DO9368_PROJECTION: RECESSED 5 CENTIMETERS
 DO9368_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9368_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9368+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DO9368_ROD/PIPE-DEPTH: 8.7 meters
 DO9368
 DO9368  HISTORY     - Date     Condition        Report By
 DO9368  HISTORY     - 20120807 MONUMENTED       FLDEP
 DO9368
 DO9368                          STATION DESCRIPTION
 DO9368
 DO9368'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9368'THE MARK IS ABOUT 8.8 MI (14.2 KM) WEST OF AUBURNDALE, 7.9 MI (12.7
 DO9368'KM) SOUTH-SOUTHEAST OF PROVIDENCE, 1.2 MI (1.9 KM) EAST-NORTHEAST OF
 DO9368'LAKELAND, IN SECTION 17, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9368'
 DO9368'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 4 OVERPASS (EXIT
 DO9368'32) AND U.S. HIGHWAY 98 IN LAKELAND, GO SOUTHEAST ON U.S. HIGHWAY 98
 DO9368'(NORTH FLORIDA AVENUE) FOR 2.75 MI (4.4 KM) TO THE JUNCTION OF BARTOW
 DO9368'ROAD ON THE LEFT.  TURN LEFT ON BARTOW ROAD (U.S. HIGHWAY 98 SOUTH)
 DO9368'AND GO EAST FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF INGRAHAM
 DO9368'AVENUE.  TURN LEFT ON INGRAHAM AVENUE AND GO NORTH FOR 0.2 MI (0.3 KM)
 DO9368'TO THE INTERSECTION OF MAIN STREET.  TURN RIGHT ON MAIN STREET AND GO
 DO9368'EAST FOR 0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT AN ALUMINUM ALLOY
 DO9368'ROD DRIVEN TO REFUSAL AT A DEPTH 28.6 FT (8.7 M) ENCASED IN A 4-INCH
 DO9368'(10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DO9368'AND 2.8 FT (0.9 M) BELOW THE LEVEL OF MAIN STREET.
 DO9368'
 DO9368'LOCATED 92.6 FT (28.2 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DO9368'BOAT RAMP, 86.5 FT (26.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DO9368'MAIN STREET, 75.6 FT (23.0 M) EAST-SOUTHEAST OF SURVEY MARK 24903 A,
 DO9368'54.7 FT (16.7 M) SOUTH OF THE SOUTH EDGE OF THE SIDEWALK AND 0.9 FT
 DO9368'(27 CM) OF A CARSONITE WITNESS POST.
 DO9368'
 DO9368'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9367 ***********************************************************************
 DO9367  DESIGNATION -  24903 B
 DO9367  PID         -  DO9367
 DO9367  STATE/COUNTY-  FL/POLK
 DO9367  COUNTRY     -  US
 DO9367  USGS QUAD   -  LAKELAND (2018)
 DO9367
 DO9367                         *CURRENT SURVEY CONTROL
 DO9367  ______________________________________________________________________
 DO9367* NAD 83(1986) POSITION- 28 02 44.4    (N) 081 55 54.6    (W)   HD_HELD2
 DO9367* NAVD 88 ORTHO HEIGHT -    40.681 (meters)      133.47  (feet) ADJUSTED
 DO9367  ______________________________________________________________________
 DO9367  GEOID HEIGHT    -        -26.230 (meters)                     GEOID18
 DO9367  DYNAMIC HEIGHT  -         40.620 (meters)      133.27  (feet) COMP
 DO9367  MODELED GRAVITY -    979,164.4   (mgal)                       NAVD 88
 DO9367
 DO9367  VERT ORDER      -  SECOND    CLASS I
 DO9367
 DO9367.The horizontal coordinates were established by autonomous hand held GPS
 DO9367.observations and have an estimated accuracy of +/- 10 meters.
 DO9367
 DO9367.The orthometric height was determined by differential leveling and
 DO9367.adjusted by the NATIONAL GEODETIC SURVEY
 DO9367.in January 2014.
 DO9367
 DO9367.No vertical observational check was made to the station.
 DO9367
 DO9367.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9367.GEOID18 height accuracy estimate available here.
 DO9367
 DO9367.Click photographs - Photos may exist for this station.
 DO9367
 DO9367.The dynamic height is computed by dividing the NAVD 88
 DO9367.geopotential number by the normal gravity value computed on the
 DO9367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9367.degrees latitude (g = 980.6199 gals.).
 DO9367
 DO9367.The modeled gravity was interpolated from observed gravity values.
 DO9367
 DO9367;                    North         East    Units  Estimated Accuracy
 DO9367;SPC FL W     -   411,271.      206,702.      MT  (+/- 10 meters HH2 GPS)
 DO9367
 DO9367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0841602611(NAD 83)
 DO9367
 DO9367                          SUPERSEDED SURVEY CONTROL
 DO9367
 DO9367.No superseded survey control is available for this station.
 DO9367
 DO9367_MARKER: DD = SURVEY DISK
 DO9367_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9367_STAMPING: 24903 B 2912
 DO9367_MARK LOGO: SWFWMD
 DO9367_PROJECTION: RECESSED 3 CENTIMETERS
 DO9367_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9367_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9367+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DO9367_ROD/PIPE-DEPTH: 13.0 meters
 DO9367
 DO9367  HISTORY     - Date     Condition        Report By
 DO9367  HISTORY     - 20120807 MONUMENTED       FLDEP
 DO9367
 DO9367                          STATION DESCRIPTION
 DO9367
 DO9367'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9367'THE MARK IS ABOUT 8.8 MI (14.2 KM) WEST OF AUBURNDALE, 7.9 MI (12.7
 DO9367'KM) SOUTH-SOUTHEAST OF PROVIDENCE, 1.2 MI (1.9 KM) EAST-NORTHEAST OF
 DO9367'LAKELAND, IN SECTION 17, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9367'
 DO9367'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 4 OVERPASS (EXIT
 DO9367'32) AND U.S. HIGHWAY 98 IN LAKELAND, GO SOUTHEAST ON U.S. HIGHWAY 98
 DO9367'(NORTH FLORIDA AVENUE) FOR 2.75 MI (4.4 KM) TO THE JUNCTION OF BARTOW
 DO9367'ROAD ON THE LEFT.  TURN LEFT ON BARTOW ROAD (U.S. HIGHWAY 98 SOUTH)
 DO9367'AND GO EAST FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF INGRAHAM
 DO9367'AVENUE.  TURN LEFT ON INGRAHAM AVENUE AND GO NORTH FOR 0.2 MI (0.3 KM)
 DO9367'TO THE INTERSECTION OF MAIN STREET.  TURN RIGHT ON MAIN STREET AND GO
 DO9367'EAST FOR 0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT AN ALUMINUM ALLOY
 DO9367'ROD DRIVEN TO REFUSAL AT A DEPTH 42.7 FT (13.0 M) ENCASED IN A 4-INCH
 DO9367'(10 CM) PVC PIPE, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND
 DO9367'AND 2.1 FT (0.6 M) BELOW THE LEVEL OF MAIN STREET.
 DO9367'
 DO9367'LOCATED 96.8 FT (29.5 M) SOUTHEAST OF UTILITY POLE 175441, 76.2 FT
 DO9367'(23.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF MAIN STREET, 75.6 FT
 DO9367'(23.0 M) WEST-NORTHWEST OF SURVEY MARK 24903 A, 43.8 FT (13.4 M) SOUTH
 DO9367'OF THE SOUTH EDGE OF THE SIDEWALK AND 0.7 FT (21 CM) NORTH OF A
 DO9367'CARSONITE WITNESS POST.
 DO9367'
 DO9367'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9343 ***********************************************************************
 DO9343  DESIGNATION -  24905 A
 DO9343  PID         -  DO9343
 DO9343  STATE/COUNTY-  FL/POLK
 DO9343  COUNTRY     -  US
 DO9343  USGS QUAD   -  LAKELAND (2018)
 DO9343
 DO9343                         *CURRENT SURVEY CONTROL
 DO9343  ______________________________________________________________________
 DO9343* NAD 83(1986) POSITION- 28 03 26.9    (N) 081 56 17.3    (W)   HD_HELD2
 DO9343* NAVD 88 ORTHO HEIGHT -    40.826 (meters)      133.94  (feet) ADJUSTED
 DO9343  ______________________________________________________________________
 DO9343  GEOID HEIGHT    -        -26.259 (meters)                     GEOID18
 DO9343  DYNAMIC HEIGHT  -         40.765 (meters)      133.74  (feet) COMP
 DO9343  MODELED GRAVITY -    979,163.7   (mgal)                       NAVD 88
 DO9343
 DO9343  VERT ORDER      -  SECOND    CLASS I
 DO9343
 DO9343.The horizontal coordinates were established by autonomous hand held GPS
 DO9343.observations and have an estimated accuracy of +/- 10 meters.
 DO9343
 DO9343.The orthometric height was determined by differential leveling and
 DO9343.adjusted by the NATIONAL GEODETIC SURVEY
 DO9343.in January 2014.
 DO9343
 DO9343.No vertical observational check was made to the station.
 DO9343
 DO9343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9343.GEOID18 height accuracy estimate available here.
 DO9343
 DO9343.Click photographs - Photos may exist for this station.
 DO9343
 DO9343.The dynamic height is computed by dividing the NAVD 88
 DO9343.geopotential number by the normal gravity value computed on the
 DO9343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9343.degrees latitude (g = 980.6199 gals.).
 DO9343
 DO9343.The modeled gravity was interpolated from observed gravity values.
 DO9343
 DO9343;                    North         East    Units  Estimated Accuracy
 DO9343;SPC FL W     -   412,579.      206,081.      MT  (+/- 10 meters HH2 GPS)
 DO9343
 DO9343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0780603923(NAD 83)
 DO9343
 DO9343                          SUPERSEDED SURVEY CONTROL
 DO9343
 DO9343.No superseded survey control is available for this station.
 DO9343
 DO9343_MARKER: DD = SURVEY DISK
 DO9343_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9343_STAMPING: 24905 A 2012
 DO9343_MARK LOGO: SWFWMD
 DO9343_PROJECTION: RECESSED 8 CENTIMETERS
 DO9343_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9343+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2012
 DO9343_ROD/PIPE-DEPTH: 14.8 meters
 DO9343
 DO9343  HISTORY     - Date     Condition        Report By
 DO9343  HISTORY     - 20120808 MONUMENTED       FLDEP
 DO9343
 DO9343                          STATION DESCRIPTION
 DO9343
 DO9343'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9343'THE MARK IS ABOUT 9.1 MI (14.6 KM) SOUTH-SOUTHEAST OF SOCRUM, 7.0 MI
 DO9343'(11.3 KM) SOUTH-SOUTHEAST OF PROVIDENCE, 1.4 MI (2.3 KM)
 DO9343'NORTH-NORTHEAST OF LAKELAND, IN SECTION 8, TOWNSHIP 28 SOUTH, RANGE 24
 DO9343'EAST.
 DO9343'
 DO9343'TO TEACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND
 DO9343'LAKELAND HILLS BOULEVARD (STATE ROAD 33) IN LAKELAND, GO EAST ON U.S.
 DO9343'HIGHWAY 92 FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF LAKE PARKER
 DO9343'DRIVE.  TURN LEFT ON LAKE PARKER DRIVE AND GO NORTH FOR 0.2 MI (0.3
 DO9343'KM) TO THE JUNCTION OF BUENA DRIVE ON THE RIGHT.  TURN RIGHT ON BUENA
 DO9343'DRIVE AND GO EAST FOR 0.15 MI (0.2 KM) TO THE T-JUNCTION OF EDGEWATER
 DO9343'BEACH DRIVE.  TURN LEFT ON EDGEWATER BEACH DRIVE AND GO NORTH FOR
 DO9343'ABOUT 100.0 FT (30.5 M) TO THE MARK ON THE RIGHT, AN ALUMINUM ALLOY
 DO9343'ROD DRIVEN TO REFUSAL AT A DEPTH OF 48.6 FT (14.8 M) ENCASED IN A
 DO9343'4-INCH (10 CM) PVC PIPE, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DO9343'GROUND AND LEVEL WITH EDGEWATER BEACH DRIVE.
 DO9343'
 DO9343'LOCATED 114.6 FT (34.9 M) NORTH-NORTHEAST OF SURVEY MARK 24905 B, 33.6
 DO9343'FT (10.2 M) EAST OF THE APPROXIMATE CENTERLINE OF EDGEWATER BEACH
 DO9343'DRIVE, 20.7 FT (6.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DO9343'PAVED DRIVEWAY, 1.8 FT (0.5 M) WEST OF A WOODEN UTILITY POLE AND 1.5
 DO9343'FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
 DO9343'
 DO9343'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9342 ***********************************************************************
 DO9342  DESIGNATION -  24905 B
 DO9342  PID         -  DO9342
 DO9342  STATE/COUNTY-  FL/POLK
 DO9342  COUNTRY     -  US
 DO9342  USGS QUAD   -  LAKELAND (2018)
 DO9342
 DO9342                         *CURRENT SURVEY CONTROL
 DO9342  ______________________________________________________________________
 DO9342* NAD 83(1986) POSITION- 28 03 26.0    (N) 081 56 17.2    (W)   HD_HELD2
 DO9342* NAVD 88 ORTHO HEIGHT -    40.712 (meters)      133.57  (feet) ADJUSTED
 DO9342  ______________________________________________________________________
 DO9342  GEOID HEIGHT    -        -26.258 (meters)                     GEOID18
 DO9342  DYNAMIC HEIGHT  -         40.652 (meters)      133.37  (feet) COMP
 DO9342  MODELED GRAVITY -    979,163.7   (mgal)                       NAVD 88
 DO9342
 DO9342  VERT ORDER      -  SECOND    CLASS I
 DO9342
 DO9342.The horizontal coordinates were established by autonomous hand held GPS
 DO9342.observations and have an estimated accuracy of +/- 10 meters.
 DO9342
 DO9342.The orthometric height was determined by differential leveling and
 DO9342.adjusted by the NATIONAL GEODETIC SURVEY
 DO9342.in January 2014.
 DO9342
 DO9342.No vertical observational check was made to the station.
 DO9342
 DO9342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9342.GEOID18 height accuracy estimate available here.
 DO9342
 DO9342.Click photographs - Photos may exist for this station.
 DO9342
 DO9342.The dynamic height is computed by dividing the NAVD 88
 DO9342.geopotential number by the normal gravity value computed on the
 DO9342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9342.degrees latitude (g = 980.6199 gals.).
 DO9342
 DO9342.The modeled gravity was interpolated from observed gravity values.
 DO9342
 DO9342;                    North         East    Units  Estimated Accuracy
 DO9342;SPC FL W     -   412,552.      206,084.      MT  (+/- 10 meters HH2 GPS)
 DO9342
 DO9342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0780903896(NAD 83)
 DO9342
 DO9342                          SUPERSEDED SURVEY CONTROL
 DO9342
 DO9342.No superseded survey control is available for this station.
 DO9342
 DO9342_MARKER: DD = SURVEY DISK
 DO9342_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9342_STAMPING: 24905 B 2012
 DO9342_MARK LOGO: SWFWMD
 DO9342_PROJECTION: RECESSED 3 CENTIMETERS
 DO9342_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9342_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9342+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2012
 DO9342_ROD/PIPE-DEPTH: 11.4 meters
 DO9342
 DO9342  HISTORY     - Date     Condition        Report By
 DO9342  HISTORY     - 20120808 MONUMENTED       FLDEP
 DO9342
 DO9342                          STATION DESCRIPTION
 DO9342
 DO9342'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9342'THE MARK IS ABOUT 9.1 MI (14.6 KM) SOUTH-SOUTHEAST OF SOCRUM, 7.0 MI
 DO9342'(11.3 KM) SOUTH-SOUTHEAST OF PROVIDENCE, 1.4 MI (2.3 KM)
 DO9342'NORTH-NORTHEAST OF LAKELAND, IN SECTION 8, TOWNSHIP 28 SOUTH, RANGE 24
 DO9342'EAST.
 DO9342'
 DO9342'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND
 DO9342'LAKELAND HILLS BOULEVARD (STATE ROAD 33) IN LAKELAND, GO EAST ON U.S.
 DO9342'HIGHWAY 92 FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF LAKE PARKER
 DO9342'DRIVE.  TURN LEFT ON LAKE PARKER DRIVE AND GO NORTH FOR 0.2 MI (0.3
 DO9342'KM) TO THE JUNCTION OF BUENA DRIVE ON THE RIGHT.  TURN RIGHT ON BUENA
 DO9342'DRIVE AND GO EAST FOR 0.15 MI (0.2 KM) AND THE MARK STRAIGHT AHEAD, AN
 DO9342'ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 37.5 FT (11.4 M)
 DO9342'ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.1 FT (3 CM) BELOW THE
 DO9342'LEVEL OF THE GROUND AND LEVEL WITH EDGEWATER BEACH DRIVE.
 DO9342'
 DO9342'LOCATED 114.6 FT (34.9 M) SOUTH-SOUTHWEST OF SURVEY MARK 24905 A, 13.3
 DO9342'FT (4.1 M) EAST OF THE APPROXIMATE CENTERLINE OF EDGEWATER BEACH
 DO9342'DRIVE, 12.7 FT (3.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DO9342'PAVED DRIVEWAY, 5.4 FT (1.6 M) EAST-NORTHEAST OF A CARSONITE WITNESS
 DO9342'POST AND 4.8 FT (1.5 M) EAST-NORTHEAST OF A UTILITY POLE.
 DO9342'
 DO9342'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9347 ***********************************************************************
 DO9347  DESIGNATION -  24906 A
 DO9347  PID         -  DO9347
 DO9347  STATE/COUNTY-  FL/POLK
 DO9347  COUNTRY     -  US
 DO9347  USGS QUAD   -  LAKELAND (2018)
 DO9347
 DO9347                         *CURRENT SURVEY CONTROL
 DO9347  ______________________________________________________________________
 DO9347* NAD 83(1986) POSITION- 28 02 58.8    (N) 081 55 20.1    (W)   HD_HELD2
 DO9347* NAVD 88 ORTHO HEIGHT -    39.512 (meters)      129.63  (feet) ADJUSTED
 DO9347  ______________________________________________________________________
 DO9347  GEOID HEIGHT    -        -26.270 (meters)                     GEOID18
 DO9347  DYNAMIC HEIGHT  -         39.454 (meters)      129.44  (feet) COMP
 DO9347  MODELED GRAVITY -    979,163.6   (mgal)                       NAVD 88
 DO9347
 DO9347  VERT ORDER      -  SECOND    CLASS I
 DO9347
 DO9347.The horizontal coordinates were established by autonomous hand held GPS
 DO9347.observations and have an estimated accuracy of +/- 10 meters.
 DO9347
 DO9347.The orthometric height was determined by differential leveling and
 DO9347.adjusted by the NATIONAL GEODETIC SURVEY
 DO9347.in January 2014.
 DO9347
 DO9347.No vertical observational check was made to the station.
 DO9347
 DO9347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9347.GEOID18 height accuracy estimate available here.
 DO9347
 DO9347.Click photographs - Photos may exist for this station.
 DO9347
 DO9347.The dynamic height is computed by dividing the NAVD 88
 DO9347.geopotential number by the normal gravity value computed on the
 DO9347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9347.degrees latitude (g = 980.6199 gals.).
 DO9347
 DO9347.The modeled gravity was interpolated from observed gravity values.
 DO9347
 DO9347;                    North         East    Units  Estimated Accuracy
 DO9347;SPC FL W     -   411,715.      207,644.      MT  (+/- 10 meters HH2 GPS)
 DO9347
 DO9347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0936103047(NAD 83)
 DO9347
 DO9347                          SUPERSEDED SURVEY CONTROL
 DO9347
 DO9347.No superseded survey control is available for this station.
 DO9347
 DO9347_MARKER: DD = SURVEY DISK
 DO9347_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9347_STAMPING: 24906 A 2012
 DO9347_MARK LOGO: SWFWMD
 DO9347_PROJECTION: RECESSED 8 CENTIMETERS
 DO9347_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9347+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 DO9347_ROD/PIPE-DEPTH: 7.7 meters
 DO9347
 DO9347  HISTORY     - Date     Condition        Report By
 DO9347  HISTORY     - 20120801 MONUMENTED       FLDEP
 DO9347
 DO9347                          STATION DESCRIPTION
 DO9347
 DO9347'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9347'THE MARK IS ABOUT 8.2 MI (13.2 KM) WEST OF AUBURNDALE, 7.8 MI (12.6
 DO9347'KM) SOUTH-SOUTHEAST OF PROVIDENCE, 1.8 MI (2.9 KM) EAST-NORTHEAST
 DO9347'LAKELAND, IN SECTION 16, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9347'
 DO9347'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND NORTH
 DO9347'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO WEST ON U.S. HIGHWAY 92
 DO9347'FOR 0.9 MI (1.4 KM) TO THE INTERSECTION OF CANAL STREET ON THE LEFT
 DO9347'AND EAST LAKE PARKER DRIVE ON THE RIGHT.  TURN RIGHT ON EAST LAKE
 DO9347'PARKER DRIVE AND GO NORTH FOR 0.05 MI (0.1 KM) TO A DIRT ROAD ON THE
 DO9347'LEFT.  TURN LEFT ON THE DIRT ROAD AND GO NORTH FOR ABOUT 168.0 FT
 DO9347'(51.2 M) TO THE MARK ON THE RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO
 DO9347'REFUSAL AT A DEPTH OF 25.3 FT (7.7 M) ENCASED IN A 4-INCH (10 CM) PVC
 DO9347'PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 2.5 FT
 DO9347'(0.8 M) BELOW THE LEVEL OF EAST LAKE PARKER DRIVE.
 DO9347'
 DO9347'LOCATED 93.6 FT (28.5 M) NORTH-NORTHEAST OF A CONCRETE UTILITY POLE,
 DO9347'27.5 FT (8.4 M) SOUTH OF THE CENTER OF THE CYCLONE FENCE GATE, 7.5 FT
 DO9347'(2.3 M) NORTH OF SURVEY MARK 24906 B, 1.4 FT (0.4 M) WEST-NORTHWEST OF
 DO9347'THE CYCLONE FENCE AND 1.3 FT (0.4 M) WEST-NORTHWEST OF A CARSONITE
 DO9347'WITNESS POST.
 DO9347'
 DO9347'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9346 ***********************************************************************
 DO9346  DESIGNATION -  24906 B
 DO9346  PID         -  DO9346
 DO9346  STATE/COUNTY-  FL/POLK
 DO9346  COUNTRY     -  US
 DO9346  USGS QUAD   -  LAKELAND (2018)
 DO9346
 DO9346                         *CURRENT SURVEY CONTROL
 DO9346  ______________________________________________________________________
 DO9346* NAD 83(1986) POSITION- 28 02 58.7    (N) 081 55 20.0    (W)   HD_HELD2
 DO9346* NAVD 88 ORTHO HEIGHT -    39.793 (meters)      130.55  (feet) ADJUSTED
 DO9346  ______________________________________________________________________
 DO9346  GEOID HEIGHT    -        -26.270 (meters)                     GEOID18
 DO9346  DYNAMIC HEIGHT  -         39.734 (meters)      130.36  (feet) COMP
 DO9346  MODELED GRAVITY -    979,163.6   (mgal)                       NAVD 88
 DO9346
 DO9346  VERT ORDER      -  SECOND    CLASS I
 DO9346
 DO9346.The horizontal coordinates were established by autonomous hand held GPS
 DO9346.observations and have an estimated accuracy of +/- 10 meters.
 DO9346
 DO9346.The orthometric height was determined by differential leveling and
 DO9346.adjusted by the NATIONAL GEODETIC SURVEY
 DO9346.in January 2014.
 DO9346
 DO9346.No vertical observational check was made to the station.
 DO9346
 DO9346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9346.GEOID18 height accuracy estimate available here.
 DO9346
 DO9346.Click photographs - Photos may exist for this station.
 DO9346
 DO9346.The dynamic height is computed by dividing the NAVD 88
 DO9346.geopotential number by the normal gravity value computed on the
 DO9346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9346.degrees latitude (g = 980.6199 gals.).
 DO9346
 DO9346.The modeled gravity was interpolated from observed gravity values.
 DO9346
 DO9346;                    North         East    Units  Estimated Accuracy
 DO9346;SPC FL W     -   411,712.      207,646.      MT  (+/- 10 meters HH2 GPS)
 DO9346
 DO9346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0936403044(NAD 83)
 DO9346
 DO9346                          SUPERSEDED SURVEY CONTROL
 DO9346
 DO9346.No superseded survey control is available for this station.
 DO9346
 DO9346_MARKER: DD = SURVEY DISK
 DO9346_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9346_STAMPING: 24906 B 2012
 DO9346_MARK LOGO: SWFWMD
 DO9346_PROJECTION: RECESSED 8 CENTIMETERS
 DO9346_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9346+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 DO9346_ROD/PIPE-DEPTH: 6.3 meters
 DO9346
 DO9346  HISTORY     - Date     Condition        Report By
 DO9346  HISTORY     - 20120801 MONUMENTED       FLDEP
 DO9346
 DO9346                          STATION DESCRIPTION
 DO9346
 DO9346'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9346'THE MARK IS ABOUT 8.2 MI (13.2 KM) WEST OF AUBURNDALE, 7.8 MI (12.6
 DO9346'KM) SOUTH-SOUTHEAST OF PROVIDENCE, 1.8 MI (2.9 KM) EAST-NORTHEAST
 DO9346'LAKELAND, IN SECTION 16, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9346'
 DO9346'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND NORTH
 DO9346'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO WEST ON U.S. HIGHWAY 92
 DO9346'FOR 0.9 MI (1.4 KM) TO THE INTERSECTION OF CANAL STREET ON THE LEFT
 DO9346'AND EAST LAKE PARKER DRIVE ON THE RIGHT.  TURN RIGHT ON EAST LAKE
 DO9346'PARKER DRIVE AND GO NORTH FOR 0.05 MI (0.1 KM) TO A DIRT ROAD ON THE
 DO9346'LEFT.  TURN LEFT ON THE DIRT ROAD AND GO NORTH FOR ABOUT 168.0 FT
 DO9346'(51.2 M) TO THE MARK ON THE RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO
 DO9346'REFUSAL AT A DEPTH OF 20.7 FT (6.3 M) ENCASED IN A 4-INCH (10 CM) PVC
 DO9346'PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 2.5 FT
 DO9346'(0.8 M) BELOW THE LEVEL OF EAST LAKE PARKER DRIVE.
 DO9346'
 DO9346'LOCATED 86.5 FT (26.4 M) NORTH-NORTHEAST OF A CONCRETE UTILITY POLE,
 DO9346'20.3 FT (6.2 M) SOUTH OF THE CENTER OF THE CYCLONE FENCE GATE, 7.5 FT
 DO9346'(2.3 M) SOUTH OF SURVEY MARK 24906 A, 1.5 FT (0.5 M) WEST-NORTHWEST OF
 DO9346'THE CYCLONE FENCE AND 1.4 FT (0.4 M) WEST-NORTHWEST OF A CARSONITE
 DO9346'WITNESS POST.
 DO9346'
 DO9346'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9355 ***********************************************************************
 DO9355  DESIGNATION -  24908 A
 DO9355  PID         -  DO9355
 DO9355  STATE/COUNTY-  FL/POLK
 DO9355  COUNTRY     -  US
 DO9355  USGS QUAD   -  LAKELAND (2018)
 DO9355
 DO9355                         *CURRENT SURVEY CONTROL
 DO9355  ______________________________________________________________________
 DO9355* NAD 83(1986) POSITION- 28 02 39.3    (N) 081 52 32.5    (W)   HD_HELD2
 DO9355* NAVD 88 ORTHO HEIGHT -    33.789 (meters)      110.86  (feet) ADJUSTED
 DO9355  ______________________________________________________________________
 DO9355  GEOID HEIGHT    -        -26.374 (meters)                     GEOID18
 DO9355  DYNAMIC HEIGHT  -         33.739 (meters)      110.69  (feet) COMP
 DO9355  MODELED GRAVITY -    979,160.9   (mgal)                       NAVD 88
 DO9355
 DO9355  VERT ORDER      -  SECOND    CLASS I
 DO9355
 DO9355.The horizontal coordinates were established by autonomous hand held GPS
 DO9355.observations and have an estimated accuracy of +/- 10 meters.
 DO9355
 DO9355.The orthometric height was determined by differential leveling and
 DO9355.adjusted by the NATIONAL GEODETIC SURVEY
 DO9355.in January 2014.
 DO9355
 DO9355.No vertical observational check was made to the station.
 DO9355
 DO9355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9355.GEOID18 height accuracy estimate available here.
 DO9355
 DO9355.Click photographs - Photos may exist for this station.
 DO9355
 DO9355.The dynamic height is computed by dividing the NAVD 88
 DO9355.geopotential number by the normal gravity value computed on the
 DO9355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9355.degrees latitude (g = 980.6199 gals.).
 DO9355
 DO9355.The modeled gravity was interpolated from observed gravity values.
 DO9355
 DO9355;                    North         East    Units  Estimated Accuracy
 DO9355;SPC FL W     -   411,119.      212,221.      MT  (+/- 10 meters HH2 GPS)
 DO9355
 DO9355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1393202413(NAD 83)
 DO9355
 DO9355                          SUPERSEDED SURVEY CONTROL
 DO9355
 DO9355.No superseded survey control is available for this station.
 DO9355
 DO9355_MARKER: DD = SURVEY DISK
 DO9355_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9355_STAMPING: 24908 A 2012
 DO9355_MARK LOGO: SWFWMD
 DO9355_PROJECTION: RECESSED 5 CENTIMETERS
 DO9355_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9355+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2012
 DO9355_ROD/PIPE-DEPTH: 6.2 meters
 DO9355
 DO9355  HISTORY     - Date     Condition        Report By
 DO9355  HISTORY     - 20120802 MONUMENTED       FLDEP
 DO9355
 DO9355                          STATION DESCRIPTION
 DO9355
 DO9355'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9355'THE MARK IS ABOUT 8.8 MI (14.2 KM) WEST OF WINTER HAVEN, 5.5 MI (8.8
 DO9355'KM) WEST-SOUTHWEST OF AUBURNDALE, 4.6 MI (7.4 KM) EAST OF LAKELAND, IN
 DO9355'SECTION 14, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9355'
 DO9355'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COMBEE
 DO9355'ROAD (STATE ROAD 659) IN CRYSTAL LAKE, GO EAST ON U.S. HIGHWAY 92 FOR
 DO9355'1.0 MI (1.6 KM) TO THE JUNCTION OF REYNOLDS ROAD ON THE RIGHT.  TURN
 DO9355'RIGHT ON REYNOLDS ROAD AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE
 DO9355'INTERSECTION OF MAIN STREET (EAST COUNTY ROAD 542).  TURN LEFT ON MAIN
 DO9355'STREET AND GO EAST FOR 0.9 MI (1.4 KM) TO THE MARK ON THE RIGHT, AN
 DO9355'ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 20.3 FT (6.2 M)
 DO9355'ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW THE
 DO9355'LEVEL OF THE GROUND AND 1.7 FT (0.5 M) BELOW THE LEVEL OF MAIN STREET
 DO9355'(EAST COUNTY ROAD 542).
 DO9355'
 DO9355'LOCATED 61.7 FT (18.8 M) WEST OF SURVEY MARK 24908 B, 22.9 FT (7.0 M)
 DO9355'SOUTH OF THE APPROXIMATE CENTERLINE OF MAIN STREET, 11.9 FT (3.6 M)
 DO9355'NORTH-NORTHEAST OF A CONCRETE UTILITY POLE 138284, 3.9 FT (1.2 M)
 DO9355'SOUTH OF THE STEEL GUARDRAIL AND 1.4 FT (0.4 M) NORTH OF A CARSONITE
 DO9355'WITNESS POST.
 DO9355'
 DO9355'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9354 ***********************************************************************
 DO9354  DESIGNATION -  24908 B
 DO9354  PID         -  DO9354
 DO9354  STATE/COUNTY-  FL/POLK
 DO9354  COUNTRY     -  US
 DO9354  USGS QUAD   -  LAKELAND (2018)
 DO9354
 DO9354                         *CURRENT SURVEY CONTROL
 DO9354  ______________________________________________________________________
 DO9354* NAD 83(1986) POSITION- 28 02 39.0    (N) 081 52 32.0    (W)   HD_HELD2
 DO9354* NAVD 88 ORTHO HEIGHT -    33.517 (meters)      109.96  (feet) ADJUSTED
 DO9354  ______________________________________________________________________
 DO9354  GEOID HEIGHT    -        -26.374 (meters)                     GEOID18
 DO9354  DYNAMIC HEIGHT  -         33.467 (meters)      109.80  (feet) COMP
 DO9354  MODELED GRAVITY -    979,160.9   (mgal)                       NAVD 88
 DO9354
 DO9354  VERT ORDER      -  SECOND    CLASS I
 DO9354
 DO9354.The horizontal coordinates were established by autonomous hand held GPS
 DO9354.observations and have an estimated accuracy of +/- 10 meters.
 DO9354
 DO9354.The orthometric height was determined by differential leveling and
 DO9354.adjusted by the NATIONAL GEODETIC SURVEY
 DO9354.in January 2014.
 DO9354
 DO9354.No vertical observational check was made to the station.
 DO9354
 DO9354.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9354.GEOID18 height accuracy estimate available here.
 DO9354
 DO9354.Click photographs - Photos may exist for this station.
 DO9354
 DO9354.The dynamic height is computed by dividing the NAVD 88
 DO9354.geopotential number by the normal gravity value computed on the
 DO9354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9354.degrees latitude (g = 980.6199 gals.).
 DO9354
 DO9354.The modeled gravity was interpolated from observed gravity values.
 DO9354
 DO9354;                    North         East    Units  Estimated Accuracy
 DO9354;SPC FL W     -   411,109.      212,235.      MT  (+/- 10 meters HH2 GPS)
 DO9354
 DO9354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1394602404(NAD 83)
 DO9354
 DO9354                          SUPERSEDED SURVEY CONTROL
 DO9354
 DO9354.No superseded survey control is available for this station.
 DO9354
 DO9354_MARKER: DD = SURVEY DISK
 DO9354_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9354_STAMPING: 24908 B 2012
 DO9354_MARK LOGO: SWFWMD
 DO9354_PROJECTION: RECESSED 8 CENTIMETERS
 DO9354_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9354+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2012
 DO9354_ROD/PIPE-DEPTH: 3.2 meters
 DO9354
 DO9354  HISTORY     - Date     Condition        Report By
 DO9354  HISTORY     - 20120802 MONUMENTED       FLDEP
 DO9354
 DO9354                          STATION DESCRIPTION
 DO9354
 DO9354'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9354'THE MARK IS ABOUT 8.8 MI (14.2 KM) WEST OF WINTER HAVEN, 5.5 MI (8.8
 DO9354'KM) WEST-SOUTHWEST OF AUBURNDALE, 4.6 MI (7.4 KM) EAST OF LAKELAND, IN
 DO9354'SECTION 14, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9354'
 DO9354'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COMBEE
 DO9354'ROAD (STATE ROAD 659) IN CRYSTAL LAKE, GO EAST ON U.S. HIGHWAY 92 FOR
 DO9354'1.0 MI (1.6 KM) TO THE JUNCTION OF REYNOLDS ROAD ON THE RIGHT.  TURN
 DO9354'RIGHT ON REYNOLDS ROAD AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE
 DO9354'INTERSECTION OF MAIN STREET (EAST COUNTY ROAD 542).  TURN LEFT ON MAIN
 DO9354'STREET AND GO EAST FOR 0.9 MI (1.4 KM) TO THE MARK ON THE RIGHT, AN
 DO9354'ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 10.5 FT (3.2 M)
 DO9354'ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.3 FT (9 CM) BELOW THE
 DO9354'LEVEL OF THE GROUND AND 1.7 FT (0.5 M) BELOW THE LEVEL OF MAIN STREET
 DO9354'(EAST COUNTY ROAD 542).
 DO9354'
 DO9354'LOCATED 61.7 FT (18.8 M) EAST OF SURVEY MARK 24908 A, 37.9 FT (11.6 M)
 DO9354'WEST OF THE EAST END OF THE GUARDRAIL, 25.0 FT (7.6 M) SOUTH OF THE
 DO9354'APPROXIMATE CENTERLINE OF MAIN STREET, 3.6 FT (1.1 M) SOUTH OF A STEEL
 DO9354'GUARDRAIL AND 1.5 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 DO9354'
 DO9354'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9335 ***********************************************************************
 DO9335  DESIGNATION -  24910 A
 DO9335  PID         -  DO9335
 DO9335  STATE/COUNTY-  FL/POLK
 DO9335  COUNTRY     -  US
 DO9335  USGS QUAD   -  LAKELAND (2018)
 DO9335
 DO9335                         *CURRENT SURVEY CONTROL
 DO9335  ______________________________________________________________________
 DO9335* NAD 83(1986) POSITION- 28 03 34.3    (N) 081 54 48.6    (W)   HD_HELD2
 DO9335* NAVD 88 ORTHO HEIGHT -    41.237 (meters)      135.29  (feet) ADJUSTED
 DO9335  ______________________________________________________________________
 DO9335  GEOID HEIGHT    -        -26.330 (meters)                     GEOID18
 DO9335  DYNAMIC HEIGHT  -         41.175 (meters)      135.09  (feet) COMP
 DO9335  MODELED GRAVITY -    979,162.3   (mgal)                       NAVD 88
 DO9335
 DO9335  VERT ORDER      -  SECOND    CLASS I
 DO9335
 DO9335.The horizontal coordinates were established by autonomous hand held GPS
 DO9335.observations and have an estimated accuracy of +/- 10 meters.
 DO9335
 DO9335.The orthometric height was determined by differential leveling and
 DO9335.adjusted by the NATIONAL GEODETIC SURVEY
 DO9335.in January 2014.
 DO9335
 DO9335.No vertical observational check was made to the station.
 DO9335
 DO9335.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9335.GEOID18 height accuracy estimate available here.
 DO9335
 DO9335.Click photographs - Photos may exist for this station.
 DO9335
 DO9335.The dynamic height is computed by dividing the NAVD 88
 DO9335.geopotential number by the normal gravity value computed on the
 DO9335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9335.degrees latitude (g = 980.6199 gals.).
 DO9335
 DO9335.The modeled gravity was interpolated from observed gravity values.
 DO9335
 DO9335;                    North         East    Units  Estimated Accuracy
 DO9335;SPC FL W     -   412,808.      208,503.      MT  (+/- 10 meters HH2 GPS)
 DO9335
 DO9335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1022904133(NAD 83)
 DO9335
 DO9335                          SUPERSEDED SURVEY CONTROL
 DO9335
 DO9335.No superseded survey control is available for this station.
 DO9335
 DO9335_MARKER: DD = SURVEY DISK
 DO9335_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9335_STAMPING: 24910 A 2012
 DO9335_MARK LOGO: SWFWMD
 DO9335_PROJECTION: RECESSED 8 CENTIMETERS
 DO9335_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9335+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 DO9335_ROD/PIPE-DEPTH: 5.9 meters
 DO9335
 DO9335  HISTORY     - Date     Condition        Report By
 DO9335  HISTORY     - 20120801 MONUMENTED       FLDEP
 DO9335
 DO9335                          STATION DESCRIPTION
 DO9335
 DO9335'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9335'THE MARK IS ABOUT 7.6 MI (12.2 KM) WEST OF AUBURNDALE, 7.5 MI (12.1
 DO9335'KM) SOUTH-SOUTHEAST OF PROVIDENCE, 2.6 MI (4.2 KM) EAST-NORTHEAST OF
 DO9335'LAKELAND, IN SECTION 9, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9335'
 DO9335'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND NORTH
 DO9335'COMBEE ROAD (STATE ROAD 659) IN CRYSTAL LAKE, GO NORTH ON COMBEE ROAD
 DO9335'(STATE ROAD 659) FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF TANGLEWOOD
 DO9335'STREET ON THE LEFT.  TURN LEFT ON TANGLEWOOD STREET AND GO WEST FOR
 DO9335'0.3 MI (0.5 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ALLOY ROD DRIVEN
 DO9335'TO REFUSAL AT A DEPTH OF 19.4 FT (5.9 M) ENCASED IN A 4-INCH (10 CM)
 DO9335'PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND.
 DO9335'
 DO9335'LOCATED 226.0 SOUTH OF THE APPROXIMATE CENTERLINE OF TANGLEWOOD
 DO9335'STREET, 50.6 FT (15.4 M) EAST-SOUTHEAST OF A CINDER BLOCK BUILDING,
 DO9335'26.6 FT (8.1 M) NORTH OF A USGS STREAM GAGE, 25.8 WEST-NORTHWEST OF
 DO9335'SURVEY MARK 24910 B AND 1.4 FT (0.4 M) NORTH-NORTHEAST OF A CARSONITE
 DO9335'WITNESS POST.
 DO9335'
 DO9335'NOTE MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9334 ***********************************************************************
 DO9334  DESIGNATION -  24910 B
 DO9334  PID         -  DO9334
 DO9334  STATE/COUNTY-  FL/POLK
 DO9334  COUNTRY     -  US
 DO9334  USGS QUAD   -  LAKELAND (2018)
 DO9334
 DO9334                         *CURRENT SURVEY CONTROL
 DO9334  ______________________________________________________________________
 DO9334* NAD 83(1986) POSITION- 28 03 34.2    (N) 081 54 48.2    (W)   HD_HELD2
 DO9334* NAVD 88 ORTHO HEIGHT -    41.221 (meters)      135.24  (feet) ADJUSTED
 DO9334  ______________________________________________________________________
 DO9334  GEOID HEIGHT    -        -26.331 (meters)                     GEOID18
 DO9334  DYNAMIC HEIGHT  -         41.160 (meters)      135.04  (feet) COMP
 DO9334  MODELED GRAVITY -    979,162.3   (mgal)                       NAVD 88
 DO9334
 DO9334  VERT ORDER      -  SECOND    CLASS I
 DO9334
 DO9334.The horizontal coordinates were established by autonomous hand held GPS
 DO9334.observations and have an estimated accuracy of +/- 10 meters.
 DO9334
 DO9334.The orthometric height was determined by differential leveling and
 DO9334.adjusted by the NATIONAL GEODETIC SURVEY
 DO9334.in January 2014.
 DO9334
 DO9334.No vertical observational check was made to the station.
 DO9334
 DO9334.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9334.GEOID18 height accuracy estimate available here.
 DO9334
 DO9334.Click photographs - Photos may exist for this station.
 DO9334
 DO9334.The dynamic height is computed by dividing the NAVD 88
 DO9334.geopotential number by the normal gravity value computed on the
 DO9334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9334.degrees latitude (g = 980.6199 gals.).
 DO9334
 DO9334.The modeled gravity was interpolated from observed gravity values.
 DO9334
 DO9334;                    North         East    Units  Estimated Accuracy
 DO9334;SPC FL W     -   412,805.      208,514.      MT  (+/- 10 meters HH2 GPS)
 DO9334
 DO9334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1024004130(NAD 83)
 DO9334
 DO9334                          SUPERSEDED SURVEY CONTROL
 DO9334
 DO9334.No superseded survey control is available for this station.
 DO9334
 DO9334_MARKER: DD = SURVEY DISK
 DO9334_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9334_STAMPING: 24910 B 2012
 DO9334_MARK LOGO: SWFWMD
 DO9334_PROJECTION: RECESSED 5 CENTIMETERS
 DO9334_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9334+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 DO9334_ROD/PIPE-DEPTH: 6.3 meters
 DO9334
 DO9334  HISTORY     - Date     Condition        Report By
 DO9334  HISTORY     - 20120801 MONUMENTED       FLDEP
 DO9334
 DO9334                          STATION DESCRIPTION
 DO9334
 DO9334'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9334'THE MARK IS ABOUT 7.6 MI (12.2 KM) WEST OF AUBURNDALE, 7.5 MI (12.1
 DO9334'KM) SOUTH-SOUTHEAST OF PROVIDENCE, 2.6 MI (4.2 KM) EAST-NORTHEAST OF
 DO9334'LAKELAND, IN SECTION 9, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9334'
 DO9334'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND NORTH
 DO9334'COMBEE ROAD (STATE ROAD 659) IN CRYSTAL LAKE, GO NORTH ON COMBEE ROAD
 DO9334'(STATE ROAD 659) FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF TANGLEWOOD
 DO9334'STREET ON THE LEFT.  TURN LEFT ON TANGLEWOOD STREET AND GO WEST FOR
 DO9334'0.3 MI (0.5 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ALLOY ROD DRIVEN
 DO9334'TO REFUSAL AT A DEPTH OF 20.7 FT (6.3 M) ENCASED IN A 4-INCH (10 CM)
 DO9334'PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND.
 DO9334'
 DO9334'LOCATED 231.4 FT (70.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DO9334'TANGLEWOOD STREET, 86.4 FT (26.3 M) EAST-SOUTHEAST OF A CINDER BLOCK
 DO9334'BUILDING, 25.8 FT (7.9 M) NORTHEAST OF A USGS STREAM GAGE, 25.8 FT
 DO9334'(7.9 M) EAST-SOUTHEAST OF SURVEY MARK 24910 A AND 1.8 FT (0.5 M)
 DO9334'NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DO9334'
 DO9334'NOTE MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9345 ***********************************************************************
 DO9345  DESIGNATION -  24916 A
 DO9345  PID         -  DO9345
 DO9345  STATE/COUNTY-  FL/POLK
 DO9345  COUNTRY     -  US
 DO9345  USGS QUAD   -  LAKELAND (2018)
 DO9345
 DO9345                         *CURRENT SURVEY CONTROL
 DO9345  ______________________________________________________________________
 DO9345* NAD 83(1986) POSITION- 28 04 16.6    (N) 081 57 19.8    (W)   HD_HELD2
 DO9345* NAVD 88 ORTHO HEIGHT -    52.866 (meters)      173.44  (feet) ADJUSTED
 DO9345  ______________________________________________________________________
 DO9345  GEOID HEIGHT    -        -26.265 (meters)                     GEOID18
 DO9345  DYNAMIC HEIGHT  -         52.788 (meters)      173.19  (feet) COMP
 DO9345  MODELED GRAVITY -    979,163.3   (mgal)                       NAVD 88
 DO9345
 DO9345  VERT ORDER      -  SECOND    CLASS I
 DO9345
 DO9345.The horizontal coordinates were established by autonomous hand held GPS
 DO9345.observations and have an estimated accuracy of +/- 10 meters.
 DO9345
 DO9345.The orthometric height was determined by differential leveling and
 DO9345.adjusted by the NATIONAL GEODETIC SURVEY
 DO9345.in January 2014.
 DO9345
 DO9345.No vertical observational check was made to the station.
 DO9345
 DO9345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9345.GEOID18 height accuracy estimate available here.
 DO9345
 DO9345.Click photographs - Photos may exist for this station.
 DO9345
 DO9345.The dynamic height is computed by dividing the NAVD 88
 DO9345.geopotential number by the normal gravity value computed on the
 DO9345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9345.degrees latitude (g = 980.6199 gals.).
 DO9345
 DO9345.The modeled gravity was interpolated from observed gravity values.
 DO9345
 DO9345;                    North         East    Units  Estimated Accuracy
 DO9345;SPC FL W     -   414,108.      204,374.      MT  (+/- 10 meters HH2 GPS)
 DO9345
 DO9345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0611205466(NAD 83)
 DO9345
 DO9345                          SUPERSEDED SURVEY CONTROL
 DO9345
 DO9345.No superseded survey control is available for this station.
 DO9345
 DO9345_MARKER: DD = SURVEY DISK
 DO9345_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9345_STAMPING: 24916 A 2012
 DO9345_MARK LOGO: FLDEP
 DO9345_PROJECTION: RECESSED 5 CENTIMETERS
 DO9345_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9345+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DO9345_ROD/PIPE-DEPTH: 3.9 meters
 DO9345
 DO9345  HISTORY     - Date     Condition        Report By
 DO9345  HISTORY     - 20120807 MONUMENTED       FLDEP
 DO9345
 DO9345                          STATION DESCRIPTION
 DO9345
 DO9345'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9345'THE MARK IS ABOUT 7.7 MI (12.4 KM) SOUTH-SOUTHEAST OF SOCRUM, 5.8 MI
 DO9345'(9.3 KM) SOUTH OF PROVIDENCE, 2.2 MI (3.5 KM) NORTH OF LAKELAND, IN
 DO9345'SECTION 6, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9345'
 DO9345'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND
 DO9345'LAKELAND HILLS BOULEVARD (STATE ROAD 33) IN LAKELAND, GO NORTH ON
 DO9345'LAKELAND HILLS BOULEVARD (STATE ROAD 33) FOR 1.2 MI (1.9 KM) TO THE
 DO9345'JUNCTION OF OCONEE DRIVE ON THE LEFT.  TURN LEFT ON OCONEE DRIVE AND
 DO9345'GO EAST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM
 DO9345'ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.8 FT (3.9 M) ENCASED IN A
 DO9345'4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DO9345'GROUND AND LEVEL WITH OCONEE DRIVE.
 DO9345'
 DO9345'LOCATED 26.7 FT (8.1 M) WEST OF SURVEY MARK 24916 B, 23.5 FT (7.2 M)
 DO9345'NORTH OF THE APPROXIMATE CENTERLINE OF OCONEE DRIVE, 13.3 FT (4.1 M)
 DO9345'NORTHEAST OF A YELLOW FIRE HYDRANT, 1.6 FT (0.5 M) SOUTH OF THE
 DO9345'CYCLONE FENCE AND 1.5 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 DO9345'
 DO9345'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9344 ***********************************************************************
 DO9344  DESIGNATION -  24916 B
 DO9344  PID         -  DO9344
 DO9344  STATE/COUNTY-  FL/POLK
 DO9344  COUNTRY     -  US
 DO9344  USGS QUAD   -  LAKELAND (2018)
 DO9344
 DO9344                         *CURRENT SURVEY CONTROL
 DO9344  ______________________________________________________________________
 DO9344* NAD 83(1986) POSITION- 28 04 16.5    (N) 081 57 19.5    (W)   HD_HELD2
 DO9344* NAVD 88 ORTHO HEIGHT -    52.836 (meters)      173.35  (feet) ADJUSTED
 DO9344  ______________________________________________________________________
 DO9344  GEOID HEIGHT    -        -26.265 (meters)                     GEOID18
 DO9344  DYNAMIC HEIGHT  -         52.758 (meters)      173.09  (feet) COMP
 DO9344  MODELED GRAVITY -    979,163.3   (mgal)                       NAVD 88
 DO9344
 DO9344  VERT ORDER      -  SECOND    CLASS I
 DO9344
 DO9344.The horizontal coordinates were established by autonomous hand held GPS
 DO9344.observations and have an estimated accuracy of +/- 10 meters.
 DO9344
 DO9344.The orthometric height was determined by differential leveling and
 DO9344.adjusted by the NATIONAL GEODETIC SURVEY
 DO9344.in January 2014.
 DO9344
 DO9344.No vertical observational check was made to the station.
 DO9344
 DO9344.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9344.GEOID18 height accuracy estimate available here.
 DO9344
 DO9344.Click photographs - Photos may exist for this station.
 DO9344
 DO9344.The dynamic height is computed by dividing the NAVD 88
 DO9344.geopotential number by the normal gravity value computed on the
 DO9344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9344.degrees latitude (g = 980.6199 gals.).
 DO9344
 DO9344.The modeled gravity was interpolated from observed gravity values.
 DO9344
 DO9344;                    North         East    Units  Estimated Accuracy
 DO9344;SPC FL W     -   414,105.      204,382.      MT  (+/- 10 meters HH2 GPS)
 DO9344
 DO9344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0612005463(NAD 83)
 DO9344
 DO9344                          SUPERSEDED SURVEY CONTROL
 DO9344
 DO9344.No superseded survey control is available for this station.
 DO9344
 DO9344_MARKER: DD = SURVEY DISK
 DO9344_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9344_STAMPING: 24916 B 2012
 DO9344_MARK LOGO: FLDEP
 DO9344_PROJECTION: RECESSED 8 CENTIMETERS
 DO9344_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9344_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9344+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DO9344_ROD/PIPE-DEPTH: 4.4 meters
 DO9344
 DO9344  HISTORY     - Date     Condition        Report By
 DO9344  HISTORY     - 20120807 MONUMENTED       FLDEP
 DO9344
 DO9344                          STATION DESCRIPTION
 DO9344
 DO9344'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9344'THE MARK IS ABOUT 7.7 MI (12.4 KM) SOUTH-SOUTHEAST OF SOCRUM, 5.8 MI
 DO9344'(9.3 KM) SOUTH OF PROVIDENCE, 2.2 MI (3.5 KM) NORTH OF LAKELAND, IN
 DO9344'SECTION 6, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9344'
 DO9344'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND
 DO9344'LAKELAND HILLS BOULEVARD (STATE ROAD 33) IN LAKELAND, GO NORTH ON
 DO9344'LAKELAND HILLS BOULEVARD (STATE ROAD 33) FOR 1.2 MI (1.9 KM) TO THE
 DO9344'JUNCTION OF OCONEE DRIVE ON THE LEFT.  TURN LEFT ON OCONEE DRIVE AND
 DO9344'GO EAST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM
 DO9344'ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 14.3 FT (4.4 M) ENCASED IN A
 DO9344'4-INCH (10 CM) PVC PIPE, RECESSED 0.3 BELOW THE LEVEL OF THE GROUND
 DO9344'AND LEVEL WITH OCONEE DRIVE.
 DO9344'
 DO9344'LOCATED 39.0 FT (11.9 M) EAST-NORTHEAST OF A YELLOW FIRE HYDRANT, 26.7
 DO9344'FT (8.1 M) EAST OF SURVEY MARK 24916 A, 24.1 FT (7.3 M) NORTH OF THE
 DO9344'APPROXIMATE CENTERLINE OF OCONEE DRIVE, 1.5 FT (0.5 M) SOUTH OF THE
 DO9344'CYCLONE FENCE AND 1.4 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DO9344'
 DO9344'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2729 ***********************************************************************
 DP2729  DESIGNATION -  24943 A
 DP2729  PID         -  DP2729
 DP2729  STATE/COUNTY-  FL/HARDEE
 DP2729  COUNTRY     -  US
 DP2729  USGS QUAD   -  WAUCHULA (2018)
 DP2729
 DP2729                         *CURRENT SURVEY CONTROL
 DP2729  ______________________________________________________________________
 DP2729* NAD 83(1986) POSITION- 27 37 15.9    (N) 081 49 31.2    (W)   HD_HELD2
 DP2729* NAVD 88 ORTHO HEIGHT -    23.627 (meters)       77.52  (feet) ADJUSTED
 DP2729  ______________________________________________________________________
 DP2729  GEOID HEIGHT    -        -25.308 (meters)                     GEOID18
 DP2729  DYNAMIC HEIGHT  -         23.592 (meters)       77.40  (feet) COMP
 DP2729  MODELED GRAVITY -    979,149.8   (mgal)                       NAVD 88
 DP2729
 DP2729  VERT ORDER      -  FIRST     CLASS II
 DP2729
 DP2729.The horizontal coordinates were established by autonomous hand held GPS
 DP2729.observations and have an estimated accuracy of +/- 10 meters.
 DP2729
 DP2729.The orthometric height was determined by differential leveling and
 DP2729.adjusted by the NATIONAL GEODETIC SURVEY
 DP2729.in January 2015.
 DP2729
 DP2729.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2729.GEOID18 height accuracy estimate available here.
 DP2729
 DP2729.Click photographs - Photos may exist for this station.
 DP2729
 DP2729.The dynamic height is computed by dividing the NAVD 88
 DP2729.geopotential number by the normal gravity value computed on the
 DP2729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2729.degrees latitude (g = 980.6199 gals.).
 DP2729
 DP2729.The modeled gravity was interpolated from observed gravity values.
 DP2729
 DP2729;                    North         East    Units  Estimated Accuracy
 DP2729;SPC FL W     -   364,233.      217,239.      MT  (+/- 10 meters HH2 GPS)
 DP2729
 DP2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1856755500(NAD 83)
 DP2729
 DP2729                          SUPERSEDED SURVEY CONTROL
 DP2729
 DP2729.No superseded survey control is available for this station.
 DP2729
 DP2729_MARKER: DD = SURVEY DISK
 DP2729_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2729_STAMPING: 24943 A 2013
 DP2729_MARK LOGO: SFLWMD
 DP2729_PROJECTION: RECESSED 5 CENTIMETERS
 DP2729_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP2729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2729+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2013
 DP2729_ROD/PIPE-DEPTH: 8.8 meters
 DP2729
 DP2729  HISTORY     - Date     Condition        Report By
 DP2729  HISTORY     - 20130721 MONUMENTED       FLDEP
 DP2729
 DP2729                          STATION DESCRIPTION
 DP2729
 DP2729'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP2729'THE MARK IS ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF FORT GREEN, 6.5
 DP2729'MI (10.5 KM) NORTH-NORTHWEST OF WAUCHULA, 0.8 MI (1.3 KM) WEST OF
 DP2729'BOWLING GREEN, IN SECTION 9, TOWNSHIP 33 SOUTH, RANGE 25 EAST.
 DP2729'
 DP2729'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP2729'LINE ROAD IN BOWLING GREEN, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.7 MI
 DP2729'(2.7 KM) TO A BRIDGE AT PAYNE CREEK AND THE MARK ON THE LEFT, AN
 DP2729'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 29.0 FT (8.8 M) WITH AN
 DP2729'ALUMINUM DISK ENCASED IN 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6
 DP2729'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH U.S. HIGHWAY 17.
 DP2729'
 DP2729'LOCATED 325.0 FT (99.1 M) NORTH-NORTHWEST OF SURVEY MARK 24943 B, 26.5
 DP2729'FT (8.1 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 17
 DP2729'NORTHBOUND LANES, 9.5 FT (2.9 M) NORTH-NORTHEAST OF THE METAL GUARD
 DP2729'RAIL, 6.5 FT (2.0 M) NORTHWEST OF THE WEST CONCRETE EDGE 0F THE
 DP2729'PAVEMENT AND 2.0 FT (0.6 M) NORTH-NORTHEAST OF A CARSONITE WITNESS
 DP2729'POST.
 DP2729'
 DP2729'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP2729'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2730 ***********************************************************************
 DP2730  DESIGNATION -  24943 B
 DP2730  PID         -  DP2730
 DP2730  STATE/COUNTY-  FL/HARDEE
 DP2730  COUNTRY     -  US
 DP2730  USGS QUAD   -  WAUCHULA (2018)
 DP2730
 DP2730                         *CURRENT SURVEY CONTROL
 DP2730  ______________________________________________________________________
 DP2730* NAD 83(1986) POSITION- 27 37 12.7    (N) 081 49 31.2    (W)   HD_HELD2
 DP2730* NAVD 88 ORTHO HEIGHT -    24.108 (meters)       79.09  (feet) ADJUSTED
 DP2730  ______________________________________________________________________
 DP2730  GEOID HEIGHT    -        -25.306 (meters)                     GEOID18
 DP2730  DYNAMIC HEIGHT  -         24.072 (meters)       78.98  (feet) COMP
 DP2730  MODELED GRAVITY -    979,149.8   (mgal)                       NAVD 88
 DP2730
 DP2730  VERT ORDER      -  FIRST     CLASS II
 DP2730
 DP2730.The horizontal coordinates were established by autonomous hand held GPS
 DP2730.observations and have an estimated accuracy of +/- 10 meters.
 DP2730
 DP2730.The orthometric height was determined by differential leveling and
 DP2730.adjusted by the NATIONAL GEODETIC SURVEY
 DP2730.in January 2015.
 DP2730
 DP2730.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2730.GEOID18 height accuracy estimate available here.
 DP2730
 DP2730.Click photographs - Photos may exist for this station.
 DP2730
 DP2730.The dynamic height is computed by dividing the NAVD 88
 DP2730.geopotential number by the normal gravity value computed on the
 DP2730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2730.degrees latitude (g = 980.6199 gals.).
 DP2730
 DP2730.The modeled gravity was interpolated from observed gravity values.
 DP2730
 DP2730;                    North         East    Units  Estimated Accuracy
 DP2730;SPC FL W     -   364,135.      217,239.      MT  (+/- 10 meters HH2 GPS)
 DP2730
 DP2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1856655402(NAD 83)
 DP2730
 DP2730                          SUPERSEDED SURVEY CONTROL
 DP2730
 DP2730.No superseded survey control is available for this station.
 DP2730
 DP2730_MARKER: DD = SURVEY DISK
 DP2730_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP2730_SP_SET: BRIDGE GUARD RAIL
 DP2730_STAMPING: 24943 B 2013
 DP2730_MARK LOGO: FLDT
 DP2730_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2730_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP2730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2730+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2013
 DP2730
 DP2730  HISTORY     - Date     Condition        Report By
 DP2730  HISTORY     - UNK      MONUMENTED       FLDT
 DP2730  HISTORY     - 20130717 GOOD             FLDEP
 DP2730
 DP2730                          STATION DESCRIPTION
 DP2730
 DP2730'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP2730'THE MARK IS ABOUT 7.3 MI (11.7 KM) EAST OF FORT GREEN, 5.1 MI (8.2 KM)
 DP2730'NORTH OF WAUCHULA, 1.2 MI (1.9 KM) SOUTH OF BOWLING GREEN, IN SECTION
 DP2730'9, TOWNSHIP 33 SOUTH, RANGE 25 EAST.
 DP2730'
 DP2730'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP2730'LINE ROAD IN BOWLING GREEN, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.7 MI
 DP2730'(2.7 KM) TO A BRIDGE AT PAYNE CREEK AND THE MARK ON THE LEFT, SET
 DP2730'FLUSH IN THE TOP OF THE SOUTHEAST BRIDGE GUARD RAIL, ABOUT 2.8 FT (0.9
 DP2730'M) ABOVE THE LEVEL OF U.S. HIGHWAY 17 NORTHBOUND LANES.
 DP2730'
 DP2730'LOCATED 325.0 FT (99.1 M) SOUTH-SOUTHEAST OF SURVEY MARK 24943 A, 23.0
 DP2730'FT (7.0 M) EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 17
 DP2730'NORTHBOUND LANES AND 1.6 FT (0.5 M) NORTH OF THE SOUTH END OF THE
 DP2730'CONCRETE GUARD RAIL WITH A WITNESS STICKER ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2727 ***********************************************************************
 DP2727  DESIGNATION -  24946 A
 DP2727  PID         -  DP2727
 DP2727  STATE/COUNTY-  FL/HARDEE
 DP2727  COUNTRY     -  US
 DP2727  USGS QUAD   -  BOWLING GREEN (2018)
 DP2727
 DP2727                         *CURRENT SURVEY CONTROL
 DP2727  ______________________________________________________________________
 DP2727* NAD 83(1986) POSITION- 27 38 19.1    (N) 081 50 12.6    (W)   HD_HELD2
 DP2727* NAVD 88 ORTHO HEIGHT -    32.129 (meters)      105.41  (feet) ADJUSTED
 DP2727  ______________________________________________________________________
 DP2727  GEOID HEIGHT    -        -25.326 (meters)                     GEOID18
 DP2727  DYNAMIC HEIGHT  -         32.080 (meters)      105.25  (feet) COMP
 DP2727  MODELED GRAVITY -    979,150.6   (mgal)                       NAVD 88
 DP2727
 DP2727  VERT ORDER      -  FIRST     CLASS II
 DP2727
 DP2727.The horizontal coordinates were established by autonomous hand held GPS
 DP2727.observations and have an estimated accuracy of +/- 10 meters.
 DP2727
 DP2727.The orthometric height was determined by differential leveling and
 DP2727.adjusted by the NATIONAL GEODETIC SURVEY
 DP2727.in January 2015.
 DP2727
 DP2727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2727.GEOID18 height accuracy estimate available here.
 DP2727
 DP2727.Click photographs - Photos may exist for this station.
 DP2727
 DP2727.The dynamic height is computed by dividing the NAVD 88
 DP2727.geopotential number by the normal gravity value computed on the
 DP2727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2727.degrees latitude (g = 980.6199 gals.).
 DP2727
 DP2727.The modeled gravity was interpolated from observed gravity values.
 DP2727
 DP2727;                    North         East    Units  Estimated Accuracy
 DP2727;SPC FL W     -   366,177.      216,102.      MT  (+/- 10 meters HH2 GPS)
 DP2727
 DP2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1744557453(NAD 83)
 DP2727
 DP2727                          SUPERSEDED SURVEY CONTROL
 DP2727
 DP2727.No superseded survey control is available for this station.
 DP2727
 DP2727_MARKER: DD = SURVEY DISK
 DP2727_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2727_STAMPING: 24946 A 2013
 DP2727_MARK LOGO: SFLWMD
 DP2727_PROJECTION: RECESSED 5 CENTIMETERS
 DP2727_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2727+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2013
 DP2727_ROD/PIPE-DEPTH: 12.0 meters
 DP2727
 DP2727  HISTORY     - Date     Condition        Report By
 DP2727  HISTORY     - 20130721 MONUMENTED       FLDEP
 DP2727
 DP2727                          STATION DESCRIPTION
 DP2727
 DP2727'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP2727'THE MARK IS ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF FORT GREEN, 6.5
 DP2727'MI (10.5 KM) NORTH-NORTHWEST OF WAUCHULA 0.8 MI (1.3 KM) WEST OF
 DP2727'BOWLING GREEN, IN SECTION 5, TOWNSHIP 33 SOUTH, RANGE 25 EAST.
 DP2727'
 DP2727'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP2727'LINE ROAD IN BOWLING GREEN, GO SOUTH ON U.S. HIGHWAY 17 FOR 0.5 MI
 DP2727'(0.8 KM) TO THE INTERSECTION OF MAIN STREET (COUNTY ROAD 664).  TURN
 DP2727'RIGHT ON MAIN STREET (COUNTY ROAD 664) AND GO EAST FOR 0.8 MI (1.3 KM)
 DP2727'TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DP2727'DRIVEN TO REFUSAL AT A DEPTH OF 39.5 FT (12.0 M) WITH AN ALUMINUM DISK
 DP2727'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DP2727'LEVEL OF THE GROUND AND LEVEL WITH COUNTY ROAD 664.
 DP2727'
 DP2727'LOCATED 81.0 FT (24.7 M) EAST OF SURVEY MARK 24946 B, 46.3 FT (14.1 M)
 DP2727'NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 664, 29.7 FT (9.1
 DP2727'M) SOUTHEAST OF A WOODEN UTILITY POLE WITH A METER AND SERVICE PANEL
 DP2727'ATTACHED, 16.5 FT (5.0 M) NORTH-NORTHWEST OF THE BARB WIRE FENCE
 DP2727'CORNER, 2.8 FT (0.9 M) WEST OF THE BARB WIRE FENCE AND 2.5 FT (0.8 M)
 DP2727'WEST OF A CARSONITE WITNESS POST.
 DP2727'
 DP2727'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP2727'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2728 ***********************************************************************
 DP2728  DESIGNATION -  24946 B
 DP2728  PID         -  DP2728
 DP2728  STATE/COUNTY-  FL/HARDEE
 DP2728  COUNTRY     -  US
 DP2728  USGS QUAD   -  BOWLING GREEN (2018)
 DP2728
 DP2728                         *CURRENT SURVEY CONTROL
 DP2728  ______________________________________________________________________
 DP2728* NAD 83(1986) POSITION- 27 38 19.0    (N) 081 50 13.4    (W)   HD_HELD2
 DP2728* NAVD 88 ORTHO HEIGHT -    32.174 (meters)      105.56  (feet) ADJUSTED
 DP2728  ______________________________________________________________________
 DP2728  GEOID HEIGHT    -        -25.325 (meters)                     GEOID18
 DP2728  DYNAMIC HEIGHT  -         32.126 (meters)      105.40  (feet) COMP
 DP2728  MODELED GRAVITY -    979,150.6   (mgal)                       NAVD 88
 DP2728
 DP2728  VERT ORDER      -  FIRST     CLASS II
 DP2728
 DP2728.The horizontal coordinates were established by autonomous hand held GPS
 DP2728.observations and have an estimated accuracy of +/- 10 meters.
 DP2728
 DP2728.The orthometric height was determined by differential leveling and
 DP2728.adjusted by the NATIONAL GEODETIC SURVEY
 DP2728.in January 2015.
 DP2728
 DP2728.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2728.GEOID18 height accuracy estimate available here.
 DP2728
 DP2728.Click photographs - Photos may exist for this station.
 DP2728
 DP2728.The dynamic height is computed by dividing the NAVD 88
 DP2728.geopotential number by the normal gravity value computed on the
 DP2728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2728.degrees latitude (g = 980.6199 gals.).
 DP2728
 DP2728.The modeled gravity was interpolated from observed gravity values.
 DP2728
 DP2728;                    North         East    Units  Estimated Accuracy
 DP2728;SPC FL W     -   366,174.      216,080.      MT  (+/- 10 meters HH2 GPS)
 DP2728
 DP2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1742357450(NAD 83)
 DP2728
 DP2728                          SUPERSEDED SURVEY CONTROL
 DP2728
 DP2728.No superseded survey control is available for this station.
 DP2728
 DP2728_MARKER: DD = SURVEY DISK
 DP2728_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2728_STAMPING: 24946 B 2013
 DP2728_MARK LOGO: SFLWMD
 DP2728_PROJECTION: RECESSED 5 CENTIMETERS
 DP2728_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2728+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2013
 DP2728_ROD/PIPE-DEPTH: 11.7 meters
 DP2728
 DP2728  HISTORY     - Date     Condition        Report By
 DP2728  HISTORY     - 20130721 MONUMENTED       FLDEP
 DP2728
 DP2728                          STATION DESCRIPTION
 DP2728
 DP2728'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP2728'THE MARK IS ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF FORT GREEN, 6.5
 DP2728'MI (10.5 KM) NORTH-NORTHWEST OF WAUCHULA, 0.8 MI (1.3 KM) WEST OF
 DP2728'BOWLING GREEN, IN SECTION 5, TOWNSHIP 33 SOUTH, RANGE 25 EAST.
 DP2728'
 DP2728'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP2728'LINE ROAD IN BOWLING GREEN, GO SOUTH ON U.S. HIGHWAY 17 FOR 0.5 MI
 DP2728'(0.8 KM) TO THE INTERSECTION OF MAIN STREET (COUNTY ROAD 664).  TURN
 DP2728'RIGHT ON MAIN STREET (COUNTY ROAD 664) AND GO EAST FOR 0.8 MI (1.3 KM)
 DP2728'TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DP2728'DRIVEN TO REFUSAL AT A DEPTH OF 38.3 FT (11.7 M) WITH AN ALUMINUM DISK
 DP2728'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DP2728'LEVEL OF THE GROUND AND LEVEL WITH COUNTY ROAD 664.
 DP2728'
 DP2728'LOCATED 81.0 FT (24.7 M) EAST OF SURVEY MARK 24946 A, 56.6 FT (17.3 M)
 DP2728'WEST-SOUTHWEST OF A WOODEN UTILITY POLE WITH A METER AND SERVICE PANEL
 DP2728'ATTACHED, 55.3 FT (16.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DP2728'COUNTY ROAD 664, 23.2 FT (7.1 M) NORTH-NORTHEAST OF THE BARB WIRE
 DP2728'FENCE CORNER, 2.8 FT (0.9 M) EAST OF THE BARB WIRE FENCE AND 2.5 FT
 DP2728'(0.8 M) EAST OF A CARSONITE WITNESS POST.
 DP2728'
 DP2728'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP2728'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4206 ***********************************************************************
 DP4206  DESIGNATION -  24948 A
 DP4206  PID         -  DP4206
 DP4206  STATE/COUNTY-  FL/HARDEE
 DP4206  COUNTRY     -  US
 DP4206  USGS QUAD   -  AVON PARK (2018)
 DP4206
 DP4206                         *CURRENT SURVEY CONTROL
 DP4206  ______________________________________________________________________
 DP4206* NAD 83(1986) POSITION- 27 31 04.3    (N) 081 36 35.9    (W)   HD_HELD2
 DP4206* NAVD 88 ORTHO HEIGHT -    20.680 (meters)       67.85  (feet) ADJUSTED
 DP4206  ______________________________________________________________________
 DP4206  GEOID HEIGHT    -        -25.557 (meters)                     GEOID18
 DP4206  DYNAMIC HEIGHT  -         20.649 (meters)       67.75  (feet) COMP
 DP4206  MODELED GRAVITY -    979,134.4   (mgal)                       NAVD 88
 DP4206
 DP4206  VERT ORDER      -  SECOND    CLASS I
 DP4206
 DP4206.The horizontal coordinates were established by autonomous hand held GPS
 DP4206.observations and have an estimated accuracy of +/- 10 meters.
 DP4206
 DP4206.The orthometric height was determined by differential leveling and
 DP4206.adjusted by the NATIONAL GEODETIC SURVEY
 DP4206.in August 2014.
 DP4206
 DP4206.No vertical observational check was made to the station.
 DP4206
 DP4206.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4206.GEOID18 height accuracy estimate available here.
 DP4206
 DP4206.Click photographs - Photos may exist for this station.
 DP4206
 DP4206.The dynamic height is computed by dividing the NAVD 88
 DP4206.geopotential number by the normal gravity value computed on the
 DP4206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4206.degrees latitude (g = 980.6199 gals.).
 DP4206
 DP4206.The modeled gravity was interpolated from observed gravity values.
 DP4206
 DP4206;                    North         East    Units  Estimated Accuracy
 DP4206;SPC FL W     -   352,844.      238,531.      MT  (+/- 10 meters HH2 GPS)
 DP4206
 DP4206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3976043943(NAD 83)
 DP4206
 DP4206                          SUPERSEDED SURVEY CONTROL
 DP4206
 DP4206.No superseded survey control is available for this station.
 DP4206
 DP4206_MARKER: DD = SURVEY DISK
 DP4206_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4206_STAMPING: 24948 A 2013
 DP4206_MARK LOGO: SWFWMD
 DP4206_PROJECTION: PROJECTING 8 CENTIMETERS
 DP4206_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4206_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4206+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2013
 DP4206_ROD/PIPE-DEPTH: 14.0 meters
 DP4206
 DP4206  HISTORY     - Date     Condition        Report By
 DP4206  HISTORY     - 20130718 MONUMENTED       FLDEP
 DP4206
 DP4206                          STATION DESCRIPTION
 DP4206
 DP4206'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4206'THE MARK IS ABOUT 8.3 MI (13.4 KM) SOUTHWEST OF AVON PARK, 7.6 MI
 DP4206'(12.2 KM) EAST-SOUTHEAST OF GRIFFINS CORNER, 7.0 MI (11.3 KM)
 DP4206'NORTH-NORTHWEST OF CREWSVILLE, IN SECTION 15, TOWNSHIP 34 SOUTH, RANGE
 DP4206'27 EAST.
 DP4206'
 DP4206'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 64 AND STATE ROAD
 DP4206'636 (EAST MAIN STREET) ABOUT 6.7 MI (10.8 KM) EAST OF WAUCHULA, GO
 DP4206'NORTHEAST ON STATE ROAD 64 FOR 3.85 MI (6.2 KM) TO THE CHARLIE CREEK
 DP4206'BRIDGE.  CONTINUE NORTHEAST ON STATE ROAD 64 FOR 1.3 MI (2.1 KM) TO
 DP4206'THE INTERSECTION OF OLD TOWN CREEK ROAD ON THE LEFT AND PARNELL ROAD
 DP4206'NORTHEAST ON THE RIGHT.  TURN RIGHT ON PARNELL ROAD NORTHEAST AND GO
 DP4206'SOUTH FOR 4.1 MI (6.6 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD
 DP4206'DRIVEN TO REFUSAL AT A DEPTH OF 46.0 FT (14.0 M) WITH AN ALUMINUM DISK
 DP4206'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE
 DP4206'LEVEL OF THE GROUND.
 DP4206'
 DP4206'LOCATED 57.6 FT (17.6 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DP4206'OF PARNELL ROAD NORTHEAST, 22.3 FT (6.8 M) NORTHEAST OF SURVEY MARK
 DP4206'24948 B, 19.6 FT (6.0 M) EAST-NORTHEAST OF A BARB WIRE FENCE AND 1.2
 DP4206'FT (0.4 M) WEST OF A CARSONITE WITNESS POST.
 DP4206'
 DP4206'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4206'IS FACTORY INSTALLED IN THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4207 ***********************************************************************
 DP4207  DESIGNATION -  24948 B
 DP4207  PID         -  DP4207
 DP4207  STATE/COUNTY-  FL/HARDEE
 DP4207  COUNTRY     -  US
 DP4207  USGS QUAD   -  AVON PARK (2018)
 DP4207
 DP4207                         *CURRENT SURVEY CONTROL
 DP4207  ______________________________________________________________________
 DP4207* NAD 83(1986) POSITION- 27 31 03.7    (N) 081 36 36.1    (W)   HD_HELD2
 DP4207* NAVD 88 ORTHO HEIGHT -    20.850 (meters)       68.41  (feet) ADJUSTED
 DP4207  ______________________________________________________________________
 DP4207  GEOID HEIGHT    -        -25.557 (meters)                     GEOID18
 DP4207  DYNAMIC HEIGHT  -         20.818 (meters)       68.30  (feet) COMP
 DP4207  MODELED GRAVITY -    979,134.4   (mgal)                       NAVD 88
 DP4207
 DP4207  VERT ORDER      -  SECOND    CLASS I
 DP4207
 DP4207.The horizontal coordinates were established by autonomous hand held GPS
 DP4207.observations and have an estimated accuracy of +/- 10 meters.
 DP4207
 DP4207.The orthometric height was determined by differential leveling and
 DP4207.adjusted by the NATIONAL GEODETIC SURVEY
 DP4207.in August 2014.
 DP4207
 DP4207.No vertical observational check was made to the station.
 DP4207
 DP4207.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4207.GEOID18 height accuracy estimate available here.
 DP4207
 DP4207.Click photographs - Photos may exist for this station.
 DP4207
 DP4207.The dynamic height is computed by dividing the NAVD 88
 DP4207.geopotential number by the normal gravity value computed on the
 DP4207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4207.degrees latitude (g = 980.6199 gals.).
 DP4207
 DP4207.The modeled gravity was interpolated from observed gravity values.
 DP4207
 DP4207;                    North         East    Units  Estimated Accuracy
 DP4207;SPC FL W     -   352,826.      238,526.      MT  (+/- 10 meters HH2 GPS)
 DP4207
 DP4207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3975443924(NAD 83)
 DP4207
 DP4207                          SUPERSEDED SURVEY CONTROL
 DP4207
 DP4207.No superseded survey control is available for this station.
 DP4207
 DP4207_MARKER: DD = SURVEY DISK
 DP4207_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4207_STAMPING: 24948 B 2013
 DP4207_MARK LOGO: SWFWMD
 DP4207_PROJECTION: RECESSED 5 CENTIMETERS
 DP4207_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4207_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4207+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2013
 DP4207_ROD/PIPE-DEPTH: 14.9 meters
 DP4207
 DP4207  HISTORY     - Date     Condition        Report By
 DP4207  HISTORY     - 20130718 MONUMENTED       FLDEP
 DP4207
 DP4207                          STATION DESCRIPTION
 DP4207
 DP4207'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4207'THE MARK IS ABOUT 8.3 MI (13.4 KM) SOUTHWEST OF AVON PARK, 7.6 MI
 DP4207'(12.2 KM) EAST-SOUTHEAST OF GRIFFINS CORNER, 7.0 MI (11.3 KM)
 DP4207'NORTH-NORTHWEST OF CREWSVILLE, IN SECTION 15, TOWNSHIP 34 SOUTH, RANGE
 DP4207'27 EAST.
 DP4207'
 DP4207'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 64 AND STATE ROAD
 DP4207'636 (EAST MAIN STREET) ABOUT 6.7 MI (10.8 KM) EAST OF WAUCHULA, GO
 DP4207'NORTHEAST ON STATE ROAD 64 FOR 3.85 MI (6.2 KM) TO THE CHARLIE CREEK
 DP4207'BRIDGE.  CONTINUE NORTHEAST ON STATE ROAD 64 FOR 1.3 MI (2.1 KM) TO
 DP4207'THE INTERSECTION OF OLD TOWN CREEK ROAD ON THE LEFT AND PARNELL ROAD
 DP4207'NORTHEAST ON THE RIGHT.  TURN RIGHT ON PARNELL ROAD NORTHEAST AND GO
 DP4207'SOUTH FOR 4.1 MI (6.6 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD
 DP4207'DRIVEN TO REFUSAL AT A DEPTH OF 49.0 FT (14.9 M) WITH AN ALUMINUM DISK
 DP4207'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DP4207'LEVEL OF THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF PARNELL ROAD
 DP4207'NE.
 DP4207'
 DP4207'LOCATED 32.6 FT (9.9 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DP4207'OF PARNELL ROAD NORTHEAST, 19.3 FT (5.9 M) EAST-NORTHEAST OF THE EDGE
 DP4207'OF THE PAVEMENT OF PARNELL ROAD NORTHEAST, 2.0 FT (0.6 M)
 DP4207'WEST-SOUTHWEST OF A BARB WIRE FENCE AND 1.5 FT (0.5 M) WEST-SOUTHWEST
 DP4207'OF A CARSONITE WITNESS POST.
 DP4207'
 DP4207'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4207'IS FACTORY INSTALLED IN THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI7642 ***********************************************************************
 DI7642  DESIGNATION -  25
 DI7642  PID         -  DI7642
 DI7642  STATE/COUNTY-  FL/SARASOTA
 DI7642  COUNTRY     -  US
 DI7642  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DI7642
 DI7642                         *CURRENT SURVEY CONTROL
 DI7642  ______________________________________________________________________
 DI7642* NAD 83(1986) POSITION- 27 14 04.     (N) 082 18 39.     (W)   SCALED
 DI7642* NAVD 88 ORTHO HEIGHT -     7.181 (meters)       23.56  (feet) ADJUSTED
 DI7642  ______________________________________________________________________
 DI7642  GEOID HEIGHT    -        -24.329 (meters)                     GEOID18
 DI7642  DYNAMIC HEIGHT  -          7.170 (meters)       23.52  (feet) COMP
 DI7642  MODELED GRAVITY -    979,123.2   (mgal)                       NAVD 88
 DI7642
 DI7642  VERT ORDER      -  FIRST     CLASS II
 DI7642
 DI7642.The horizontal coordinates were scaled from a map and have
 DI7642.an estimated accuracy of +/- 6 seconds.
 DI7642
 DI7642.The orthometric height was determined by differential leveling and
 DI7642.adjusted by the NATIONAL GEODETIC SURVEY
 DI7642.in May 2008.
 DI7642
 DI7642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI7642.GEOID18 height accuracy estimate available here.
 DI7642
 DI7642.Click photographs - Photos may exist for this station.
 DI7642
 DI7642.The dynamic height is computed by dividing the NAVD 88
 DI7642.geopotential number by the normal gravity value computed on the
 DI7642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI7642.degrees latitude (g = 980.6199 gals.).
 DI7642
 DI7642.The modeled gravity was interpolated from observed gravity values.
 DI7642
 DI7642;                    North         East    Units  Estimated Accuracy
 DI7642;SPC FL W     -   321,420.      169,210.      MT  (+/- 180 meters Scaled)
 DI7642
 DI7642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL702130(NAD 83)
 DI7642
 DI7642                          SUPERSEDED SURVEY CONTROL
 DI7642
 DI7642.No superseded survey control is available for this station.
 DI7642
 DI7642_STAMPING: 25
 DI7642_MARK LOGO: FLSRD
 DI7642_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI7642+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2005
 DI7642
 DI7642  HISTORY     - Date     Condition        Report By
 DI7642  HISTORY     - UNK      MONUMENTED       FLSRD
 DI7642  HISTORY     - 20050724 GOOD             FLDEP
 DI7642  HISTORY     - 20140916 MARK NOT FOUND   FLDEP
 DI7642
 DI7642                          STATION DESCRIPTION
 DI7642
 DI7642'DESCRIBED BY FL DEPT OF ENV PRO 2005 (BPJ)
 DI7642'THE MARK IS ABOUT 13.3 MI SOUTHEAST OF SARASOTA, IN SECTION 28,
 DI7642'TOWNSHIP 37 SOUTH, RANGE  20 EAST.
 DI7642'
 DI7642'TO REACH THE MARK FROM THE INTERSTATE 75 OVERPASS AND STATE ROAD 72
 DI7642'ABOUT 5.5 MI  SOUTHEAST OF SARASOTA, GO EAST ON STATE ROAD 72 FOR 8.6
 DI7642'MI TO THE MAIN ENTRANCE ROAD TO  MYAKKA STATE PARK ON THE LEFT,
 DI7642'CONTINUE SOUTHEAST ON STATE ROAD 72 FOR 0.5 MI TO THE  SOUTHEAST END
 DI7642'OF THE MYAKKA RIVER BRIDGE AND THE MARK ON THE LEFT, SET FLUSH IN THE
 DI7642'TOP  OF THE BRIDGE ABUTMENT WINGWALL ABOUT 0.7 FT ABOVE THE LEVEL OF
 DI7642'STATE ROAD 72.
 DI7642'
 DI7642'LOCATED 15.4 FT NORTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 DI7642'72, 3.1 FT  NORTHEAST OF THE METAL GUARDRAIL, 1.3 FT SOUTHWEST OF THE
 DI7642'NORTH END OF THE NORTHEAST  BRIDGE ABUTMENT WINGWALL AND 0.3 FT
 DI7642'NORTHEAST OF A CONCRETE GUARDRAIL.
 DI7642'
 DI7642'NOTE THE MONUMENTED DATE IS UNKNOWN BUT THE BRIDGE WAS BUILT IN 1954.
 DI7642
 DI7642                          STATION RECOVERY (2014)
 DI7642
 DI7642'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 DI7642'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN
 DI7642'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8256 ***********************************************************************
 AD8256  DESIGNATION -  25 13
 AD8256  PID         -  AD8256
 AD8256  STATE/COUNTY-  FL/HENDRY
 AD8256  COUNTRY     -  US
 AD8256  USGS QUAD   -  LAKE HICPOCHEE (2018)
 AD8256
 AD8256                         *CURRENT SURVEY CONTROL
 AD8256  ______________________________________________________________________
 AD8256* NAD 83(1986) POSITION- 26 46 02.     (N) 081 10 18.     (W)   SCALED
 AD8256* NAVD 88 ORTHO HEIGHT -     7.303 (meters)       23.96  (feet) ADJUSTED
 AD8256  ______________________________________________________________________
 AD8256  GEOID HEIGHT    -        -24.512 (meters)                     GEOID18
 AD8256  DYNAMIC HEIGHT  -          7.292 (meters)       23.92  (feet) COMP
 AD8256  MODELED GRAVITY -    979,111.8   (mgal)                       NAVD 88
 AD8256
 AD8256  VERT ORDER      -  FIRST     CLASS II
 AD8256
 AD8256.The horizontal coordinates were scaled from a map and have
 AD8256.an estimated accuracy of +/- 6 seconds.
 AD8256
 AD8256.The orthometric height was determined by differential leveling and
 AD8256.adjusted by the NATIONAL GEODETIC SURVEY
 AD8256.in September 1992.
 AD8256
 AD8256.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8256.GEOID18 height accuracy estimate available here.
 AD8256
 AD8256.Click photographs - Photos may exist for this station.
 AD8256
 AD8256.The dynamic height is computed by dividing the NAVD 88
 AD8256.geopotential number by the normal gravity value computed on the
 AD8256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8256.degrees latitude (g = 980.6199 gals.).
 AD8256
 AD8256.The modeled gravity was interpolated from observed gravity values.
 AD8256
 AD8256;                    North         East    Units  Estimated Accuracy
 AD8256;SPC FL E     -   269,630.      182,930.      MT  (+/- 180 meters Scaled)
 AD8256
 AD8256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK829606(NAD 83)
 AD8256
 AD8256                          SUPERSEDED SURVEY CONTROL
 AD8256
 AD8256  NGVD 29 (09/01/92)    7.701  (m)           25.27   (f) ADJUSTED    1 2
 AD8256
 AD8256.Superseded values are not recommended for survey control.
 AD8256
 AD8256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8256.See file dsdata.pdf to determine how the superseded data were derived.
 AD8256
 AD8256_MARKER: DD = SURVEY DISK
 AD8256_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD8256_SP_SET: ABUTMENT
 AD8256_STAMPING: 25 13
 AD8256_MARK LOGO: FLDT
 AD8256_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8256_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8256+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2012
 AD8256
 AD8256  HISTORY     - Date     Condition        Report By
 AD8256  HISTORY     - UNK      MONUMENTED       FLDT
 AD8256  HISTORY     - 19920331 GOOD             NGS
 AD8256  HISTORY     - 20120117 GOOD             MCKIM
 AD8256  HISTORY     - 20240108 MARK NOT FOUND   GEOCAC
 AD8256
 AD8256                          STATION DESCRIPTION
 AD8256
 AD8256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8256'0.3 KM (0.20 MI) NORTHERLY ALONG BERNER ROAD FROM THE POST OFFICE IN
 AD8256'CLEWISTON, THENCE 22.8 KM (14.15 MI) WESTERLY ALONG STATE HIGHWAY 80,
 AD8256'IN TOP OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE EAST
 AD8256'CONCRETE ABUTMENT OF BRIDGE NUMBER 070025 SPANNING A CANAL, 5.4 M
 AD8256'(17.7 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 0.2 M (0.7
 AD8256'FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AD8256
 AD8256                          STATION RECOVERY (2012)
 AD8256
 AD8256'RECOVERY NOTE BY MCKIM AND CREED 2012 (CJB)
 AD8256'RECOVERED IN GOOD CONDITION.
 AD8256
 AD8256                          STATION RECOVERY (2024)
 AD8256
 AD8256'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 AD8256'THE BRIDGE AND ITS ABUTMENTS HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8214 ***********************************************************************
 AD8214  DESIGNATION -  25 BRP
 AD8214  PID         -  AD8214
 AD8214  STATE/COUNTY-  FL/PALM BEACH
 AD8214  COUNTRY     -  US
 AD8214  USGS QUAD   -  SIXMILE BEND (2018)
 AD8214
 AD8214                         *CURRENT SURVEY CONTROL
 AD8214  ______________________________________________________________________
 AD8214* NAD 83(1986) POSITION- 26 40 42.0    (N) 080 32 18.6    (W)   HD_HELD2
 AD8214* NAVD 88 ORTHO HEIGHT -     5.822 (meters)       19.10  (feet) ADJUSTED
 AD8214  ______________________________________________________________________
 AD8214  GEOID HEIGHT    -        -25.256 (meters)                     GEOID18
 AD8214  DYNAMIC HEIGHT  -          5.813 (meters)       19.07  (feet) COMP
 AD8214  MODELED GRAVITY -    979,107.7   (mgal)                       NAVD 88
 AD8214
 AD8214  VERT ORDER      -  FIRST     CLASS II
 AD8214
 AD8214.The horizontal coordinates were established by autonomous hand held GPS
 AD8214.observations and have an estimated accuracy of +/- 10 meters.
 AD8214
 AD8214.The orthometric height was determined by differential leveling and
 AD8214.adjusted by the NATIONAL GEODETIC SURVEY
 AD8214.in September 1992.
 AD8214
 AD8214.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8214.GEOID18 height accuracy estimate available here.
 AD8214
 AD8214.Click photographs - Photos may exist for this station.
 AD8214
 AD8214.The dynamic height is computed by dividing the NAVD 88
 AD8214.geopotential number by the normal gravity value computed on the
 AD8214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8214.degrees latitude (g = 980.6199 gals.).
 AD8214
 AD8214.The modeled gravity was interpolated from observed gravity values.
 AD8214
 AD8214;                    North         East    Units  Estimated Accuracy
 AD8214;SPC FL E     -   259,848.      245,933.      MT  (+/- 10 meters HH2 GPS)
 AD8214
 AD8214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK4591750891(NAD 83)
 AD8214
 AD8214                          SUPERSEDED SURVEY CONTROL
 AD8214
 AD8214  NGVD 29 (09/01/92)    6.264  (m)           20.55   (f) ADJUSTED    1 2
 AD8214
 AD8214.Superseded values are not recommended for survey control.
 AD8214
 AD8214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8214.See file dsdata.pdf to determine how the superseded data were derived.
 AD8214
 AD8214_MARKER: DE = TRAVERSE STATION DISK
 AD8214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD8214_SP_SET: BRIDGE SIDEWALK
 AD8214_STAMPING: 25 BRP 1969
 AD8214_MARK LOGO: USGS
 AD8214_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8214+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2025
 AD8214
 AD8214  HISTORY     - Date     Condition        Report By
 AD8214  HISTORY     - 1969     MONUMENTED       USGS
 AD8214  HISTORY     - 19920317 GOOD             NGS
 AD8214  HISTORY     - 20011102 GOOD             FLDEP
 AD8214  HISTORY     - 20250915 GOOD             GEOCAC
 AD8214
 AD8214                          STATION DESCRIPTION
 AD8214
 AD8214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8214'15.3 KM (9.50 MI) EASTERLY ALONG STATE HIGHWAY 880 FROM THE JUNCTION
 AD8214'OF STATE HIGHWAY 80 IN BELLE GLADE, IN TOP OF AND 0.2 M (0.7 FT)
 AD8214'NORTHWEST OF THE SOUTHEAST END OF THE EAST CONCRETE SIDEWALK OF A SAM
 AD8214'SENTER ROAD BRIDGE SPANNING A CANAL, 10.2 M (33.5 FT) WEST OF THE
 AD8214'CENTERLINE OF THE ROAD, 7.8 M (25.6 FT) NORTH OF THE CENTERLINE OF
 AD8214'THE HIGHWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AD8214
 AD8214                          STATION RECOVERY (2001)
 AD8214
 AD8214'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AD8214'THE MARK IS ABOUT 11.0 MI SOUTHEAST OF BELLE GLADE, ON THE NORTH SIDE
 AD8214'OF BOLLES CANAL AT
 AD8214'THE JUNCTION OF BROWN'S FARM ROAD (STATE ROAD 827), IN SECTION 4,
 AD8214'TOWNSHIP 44 SOUTH, RANGE 38 EAST.
 AD8214'
 AD8214'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 80 (SOUTH MAIN
 AD8214'STREET) AND STATE HIGHWAY 880 (MARTIN LUTHER KING JR BOULEVARD,
 AD8214'SOUTHEAST AVENUE E) IN BELLE GLADE, GO EASTERLY ON STATE ROAD 880
 AD8214'(MARTIN LUTHER KING JR BOULEVARD, SOUTHEAST
 AD8214'AVENUE E) FOR 0.5 MI TO A SIGNAL LIGHT AT A Y-JUNCTION, BEAR RIGHT AND
 AD8214'GO SOUTHEAST ON STATE ROAD 880 (STATE ROAD 80) FOR 5.5 MI TO THE
 AD8214'NORTHWEST END OF THE BRIDGE SPANNING HILLSBORO CANAL (AT SIXMILE
 AD8214'BEND), CONTINUE EAST-NORTHEASTERLY ON STATE ROAD 808 (STATE ROAD 80)
 AD8214'FOR 3.6 MI TO THE JUNCTION OF SAM SENTER ROAD ON THE LEFT AND A BRIDGE
 AD8214'NUMBER 934513 SPANNING THE CANAL AND THE MARK ON THE LEFT, SET FLUSH
 AD8214'IN THE SOUTHEAST END OF THE EAST CONCRETE WALKWAY 0.7 FT ABOVE THE
 AD8214'LEVEL OF THE STATE ROAD 880.
 AD8214'
 AD8214'LOCATED 33.5 FT WEST OF THE APPROXIMATE CENTERLINE OF SAM SENTER ROAD,
 AD8214'25.6 FT NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 880, 11.6 FT
 AD8214'NORTHWEST OF THE SOUTHEAST END OF THE WALKWAY AND 3.0 FT NORTHWEST OF
 AD8214'THE SOUTHEAST END OF THE BRIDGE RAIL.
 AD8214'
 AD8214
 AD8214                          STATION RECOVERY (2025)
 AD8214
 AD8214'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD8214'REPLACE REFERENCES TO STATE ROAD 880 WITH COUNTY ROAD 880.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI6982 ***********************************************************************
 AI6982  DESIGNATION -  25 CMP
 AI6982  PID         -  AI6982
 AI6982  STATE/COUNTY-  FL/PUTNAM
 AI6982  COUNTRY     -  US
 AI6982  USGS QUAD   -  CRESCENT CITY (2018)
 AI6982
 AI6982                         *CURRENT SURVEY CONTROL
 AI6982  ______________________________________________________________________
 AI6982* NAD 83(1986) POSITION- 29 26 15.     (N) 081 35 21.     (W)   SCALED
 AI6982* NAVD 88 ORTHO HEIGHT -    10.919 (meters)       35.82  (feet) ADJUSTED
 AI6982  ______________________________________________________________________
 AI6982  GEOID HEIGHT    -        -28.449 (meters)                     GEOID18
 AI6982  DYNAMIC HEIGHT  -         10.904 (meters)       35.77  (feet) COMP
 AI6982  MODELED GRAVITY -    979,272.1   (mgal)                       NAVD 88
 AI6982
 AI6982  VERT ORDER      -  SECOND    CLASS I
 AI6982
 AI6982.The horizontal coordinates were scaled from a map and have
 AI6982.an estimated accuracy of +/- 6 seconds.
 AI6982
 AI6982.The orthometric height was determined by differential leveling and
 AI6982.adjusted by the NATIONAL GEODETIC SURVEY
 AI6982.in May 2004.
 AI6982
 AI6982.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6982.GEOID18 height accuracy estimate available here.
 AI6982
 AI6982.Click photographs - Photos may exist for this station.
 AI6982
 AI6982.The dynamic height is computed by dividing the NAVD 88
 AI6982.geopotential number by the normal gravity value computed on the
 AI6982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6982.degrees latitude (g = 980.6199 gals.).
 AI6982
 AI6982.The modeled gravity was interpolated from observed gravity values.
 AI6982
 AI6982;                    North         East    Units  Estimated Accuracy
 AI6982;SPC FL E     -   565,660.      142,840.      MT  (+/- 180 meters Scaled)
 AI6982
 AI6982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN428566(NAD 83)
 AI6982
 AI6982                          SUPERSEDED SURVEY CONTROL
 AI6982
 AI6982  NAVD 88 (04/26/01)   10.938  (m)           35.89   (f) SUPERSEDED  2 1
 AI6982
 AI6982.Superseded values are not recommended for survey control.
 AI6982
 AI6982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI6982.See file dsdata.pdf to determine how the superseded data were derived.
 AI6982
 AI6982_MARKER: DB = BENCH MARK DISK
 AI6982_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI6982_SP_SET: CULVERT HEADWALL
 AI6982_STAMPING: 25 CMP 1969
 AI6982_MARK LOGO: USGS
 AI6982_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6982+STABILITY: SURFACE MOTION
 AI6982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6982+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2002
 AI6982
 AI6982  HISTORY     - Date     Condition        Report By
 AI6982  HISTORY     - 1969     MONUMENTED       USGS
 AI6982  HISTORY     - 19930914 GOOD             FLDEP
 AI6982  HISTORY     - 20020713 GOOD             FLDEP
 AI6982
 AI6982                          STATION DESCRIPTION
 AI6982
 AI6982'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6982'THE MARK IS ABOUT 4.7 MI (7.6 KM) WEST OF CRESCENT CITY, 3.4 MI (5.5
 AI6982'KM) EAST OF FRUITLAND IN PUTNAM COUNTY, SECTION 19, TOWNSHIP 12 SOUTH,
 AI6982'RANGE 27 EAST. TO REACH THE MARK FROM THE T JUNCTION OF COUNTY ROADS
 AI6982'C-309 AND C-308 IN FRUITLAND, GO NORTHEAST ON COUNTY ROAD C-308 FOR
 AI6982'3.4 MI (5.5 KM) TO THE MARK ON THE LEFT. LOCATED AT A DRAIN CROSSING
 AI6982'IN THE EAST OF THE NORTH HEADWALL OF THE CULVERT, 22.0 FT (6.7 M)
 AI6982'NORTH OF THE CENTERLINE OF COUNTY ROAD 308, 1.6 FT (0.5 M) WEST OF A
 AI6982'CARSONITE WITNESS POST AND 1.1 FT (0.3 M) LOWER THAN THE LEVEL OF THE
 AI6982'ROAD.
 AI6982
 AI6982                          STATION RECOVERY (2002)
 AI6982
 AI6982'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AI6982'RECOVERED IN GOOD CONDITION.
 AI6982'
 AI6982'THE MARK IS ABOUT 4.7 MI WEST OF CRESCENT CITY, 3.4 MI EAST OF
 AI6982'FRUITLAND, IN SECTION 20,
 AI6982'TOWNSHIP 12 SOUTH, RANGE 27 EAST.
 AI6982'
 AI6982'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 308 AND U.S.
 AI6982'HIGHWAY 17 IN CRESCENT
 AI6982'CITY, GO WEST ON COUNTY ROAD 308 FOR 3.2 MI TO THE JUNCTION OF
 AI6982'HUNTINGTON SHORTCUT
 AI6982'ROAD ON THE RIGHT, CONTINUE WEST ON COUNTY ROAD 308 FOR 1.65 MI TO THE
 AI6982'MARK ON THE
 AI6982'RIGHT, SET FLUSH IN THE CENTER OF THE CULVERT HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0740 ***********************************************************************
 AQ0740  DESIGNATION -  25 JAS
 AQ0740  PID         -  AQ0740
 AQ0740  STATE/COUNTY-  FL/LAKE
 AQ0740  COUNTRY     -  US
 AQ0740  USGS QUAD   -  ASTOR (2018)
 AQ0740
 AQ0740                         *CURRENT SURVEY CONTROL
 AQ0740  ______________________________________________________________________
 AQ0740* NAD 83(1986) POSITION- 29 10 16.     (N) 081 37 26.     (W)   SCALED
 AQ0740* NAVD 88 ORTHO HEIGHT -    15.698 (meters)       51.50  (feet) ADJUSTED
 AQ0740  ______________________________________________________________________
 AQ0740  GEOID HEIGHT    -        -28.310 (meters)                     GEOID18
 AQ0740  DYNAMIC HEIGHT  -         15.676 (meters)       51.43  (feet) COMP
 AQ0740  MODELED GRAVITY -    979,240.3   (mgal)                       NAVD 88
 AQ0740
 AQ0740  VERT ORDER      -  FIRST     CLASS II
 AQ0740
 AQ0740.The horizontal coordinates were scaled from a map and have
 AQ0740.an estimated accuracy of +/- 6 seconds.
 AQ0740
 AQ0740.The orthometric height was determined by differential leveling and
 AQ0740.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0740.in June 1991.
 AQ0740
 AQ0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0740.GEOID18 height accuracy estimate available here.
 AQ0740
 AQ0740.Click photographs - Photos may exist for this station.
 AQ0740
 AQ0740.The dynamic height is computed by dividing the NAVD 88
 AQ0740.geopotential number by the normal gravity value computed on the
 AQ0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0740.degrees latitude (g = 980.6199 gals.).
 AQ0740
 AQ0740.The modeled gravity was interpolated from observed gravity values.
 AQ0740
 AQ0740;                    North         East    Units  Estimated Accuracy
 AQ0740;SPC FL E     -   536,160.      139,310.      MT  (+/- 180 meters Scaled)
 AQ0740
 AQ0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN393271(NAD 83)
 AQ0740
 AQ0740                          SUPERSEDED SURVEY CONTROL
 AQ0740
 AQ0740  NGVD 29 (??/??/92)   16.019  (m)           52.56   (f) ADJ UNCH    1 2
 AQ0740
 AQ0740.Superseded values are not recommended for survey control.
 AQ0740
 AQ0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0740.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0740
 AQ0740_MARKER: DD = SURVEY DISK
 AQ0740_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ0740_SP_SET: CULVERT HEADWALL
 AQ0740_STAMPING: 25 JAS 1966 53
 AQ0740_MARK LOGO: USGS
 AQ0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0740+STABILITY: SURFACE MOTION
 AQ0740
 AQ0740  HISTORY     - Date     Condition        Report By
 AQ0740  HISTORY     - 1966     MONUMENTED       USGS
 AQ0740  HISTORY     - 1968     GOOD             CGS
 AQ0740  HISTORY     - 1985     GOOD             FLDNR
 AQ0740  HISTORY     - 19910303 GOOD             USPSQD
 AQ0740
 AQ0740                          STATION DESCRIPTION
 AQ0740
 AQ0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0740'6.7 MI W FROM ASTOR.
 AQ0740'ABOUT 6.7 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0740'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, 1.15 MILES
 AQ0740'EAST OF THE INTERSECTION OF STATE HIGHWAY 19, SET ON THE TOP OF
 AQ0740'THE WEST END OF THE NORTH CONCRETE HEAD WALL FOR A 24-INCH
 AQ0740'CONCRETE PIPE CULVERT UNDER THE HIGHWAY, 31 FEET NORTHOF THE
 AQ0740'CENTER LINE OF THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE
 AQ0740'HIGHWAY.
 AQ0740
 AQ0740                          STATION RECOVERY (1985)
 AQ0740
 AQ0740'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ0740'RECOVERED IN GOOD CONDITION.
 AQ0740
 AQ0740                          STATION RECOVERY (1991)
 AQ0740
 AQ0740'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0740'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6789 ***********************************************************************
 DE6789  DESIGNATION -  25 RJN
 DE6789  PID         -  DE6789
 DE6789  STATE/COUNTY-  FL/PUTNAM
 DE6789  COUNTRY     -  US
 DE6789  USGS QUAD   -  SAN MATEO (2018)
 DE6789
 DE6789                         *CURRENT SURVEY CONTROL
 DE6789  ______________________________________________________________________
 DE6789* NAD 83(1986) POSITION- 29 33 54.     (N) 081 32 39.     (W)   SCALED
 DE6789* NAVD 88 ORTHO HEIGHT -     8.126 (meters)       26.66  (feet) ADJUSTED
 DE6789  ______________________________________________________________________
 DE6789  GEOID HEIGHT    -        -28.556 (meters)                     GEOID18
 DE6789  DYNAMIC HEIGHT  -          8.114 (meters)       26.62  (feet) COMP
 DE6789  MODELED GRAVITY -    979,277.3   (mgal)                       NAVD 88
 DE6789
 DE6789  VERT ORDER      -  SECOND    CLASS I
 DE6789
 DE6789.The horizontal coordinates were scaled from a map and have
 DE6789.an estimated accuracy of +/- 6 seconds.
 DE6789
 DE6789.The orthometric height was determined by differential leveling and
 DE6789.adjusted by the NATIONAL GEODETIC SURVEY
 DE6789.in May 2004.
 DE6789
 DE6789.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6789.GEOID18 height accuracy estimate available here.
 DE6789
 DE6789.Click photographs - Photos may exist for this station.
 DE6789
 DE6789.The dynamic height is computed by dividing the NAVD 88
 DE6789.geopotential number by the normal gravity value computed on the
 DE6789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6789.degrees latitude (g = 980.6199 gals.).
 DE6789
 DE6789.The modeled gravity was interpolated from observed gravity values.
 DE6789
 DE6789;                    North         East    Units  Estimated Accuracy
 DE6789;SPC FL E     -   579,780.      147,270.      MT  (+/- 180 meters Scaled)
 DE6789
 DE6789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN472707(NAD 83)
 DE6789
 DE6789                          SUPERSEDED SURVEY CONTROL
 DE6789
 DE6789.No superseded survey control is available for this station.
 DE6789
 DE6789_MARKER: DD = SURVEY DISK
 DE6789_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE6789_STAMPING: 25 RJN 1967 28 FT.
 DE6789_MARK LOGO: USGS
 DE6789_PROJECTION: FLUSH
 DE6789_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6789+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1999
 DE6789
 DE6789  HISTORY     - Date     Condition        Report By
 DE6789  HISTORY     - 1967     MONUMENTED       USGS
 DE6789  HISTORY     - 19990422 GOOD             FLDEP
 DE6789
 DE6789                          STATION DESCRIPTION
 DE6789
 DE6789'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6789'THE MARK IS ABOUT 20.2 MI (32.5 KM) WEST OF BUNNELL, 8.8 MI (14.2 KM)
 DE6789'SOUTHEAST OF PALATKA, 3.8 MI (6.1 KM) EAST OF SAN MATEO ON STATE ROAD
 DE6789'100 IN SECTION 2, TOWNSHIP 11 SOUTH, RANGE 27 EAST. TO REACH THE MARK
 DE6789'FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE ROAD 100 IN SAN MATEO,
 DE6789'GO SOUTHEAST ON STATE ROAD 100 FOR 3.8 MI (6.1 KM) TO THE MARK ON THE
 DE6789'RIGHT, SET IN THE TOP OF 6-INCH SQUARE CONCRETE POST FLUSH WITH THE
 DE6789'GROUND AND ABOUT LEVEL WITH STATE ROAD 100. LOCATED 49.2 FT (15.0 M)
 DE6789'SOUTHWEST OF THE CENTERLINE OF STATE ROAD 100, 30.5 FT (9.3 M)
 DE6789'NORTHWEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD LEADING
 DE6789'SOUTHWEST, 30.0 FT (9.1 M) SOUTHWEST OF A HEADWALL UNDER STATE ROAD
 DE6789'100, 2.3 FT (0.7 M) NORTHEAST OF A HOG WIRE FENCE AND 0.8 FT (24.4 CM)
 DE6789'EAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2195 ***********************************************************************
 AC2195  DESIGNATION -  25.49 FLHD
 AC2195  PID         -  AC2195
 AC2195  STATE/COUNTY-  FL/MIAMI-DADE
 AC2195  COUNTRY     -  US
 AC2195  USGS QUAD   -  MIAMI (2018)
 AC2195
 AC2195                         *CURRENT SURVEY CONTROL
 AC2195  ______________________________________________________________________
 AC2195* NAD 83(1986) POSITION- 25 47 15.     (N) 080 10 45.     (W)   SCALED
 AC2195* NAVD 88 ORTHO HEIGHT -     7.278 (meters)       23.88  (feet) ADJUSTED
 AC2195  ______________________________________________________________________
 AC2195  GEOID HEIGHT    -        -25.543 (meters)                     GEOID18
 AC2195  DYNAMIC HEIGHT  -          7.266 (meters)       23.84  (feet) COMP
 AC2195  MODELED GRAVITY -    979,032.8   (mgal)                       NAVD 88
 AC2195
 AC2195  VERT ORDER      -  FIRST     CLASS II
 AC2195
 AC2195.The horizontal coordinates were scaled from a map and have
 AC2195.an estimated accuracy of +/- 6 seconds.
 AC2195
 AC2195.The orthometric height was determined by differential leveling and
 AC2195.adjusted by the NATIONAL GEODETIC SURVEY
 AC2195.in June 1991.
 AC2195
 AC2195.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2195.GEOID18 height accuracy estimate available here.
 AC2195
 AC2195.Click photographs - Photos may exist for this station.
 AC2195
 AC2195.The dynamic height is computed by dividing the NAVD 88
 AC2195.geopotential number by the normal gravity value computed on the
 AC2195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2195.degrees latitude (g = 980.6199 gals.).
 AC2195
 AC2195.The modeled gravity was interpolated from observed gravity values.
 AC2195
 AC2195;                    North         East    Units  Estimated Accuracy
 AC2195;SPC FL E     -   161,330.      282,320.      MT  (+/- 180 meters Scaled)
 AC2195
 AC2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ822524(NAD 83)
 AC2195
 AC2195                          SUPERSEDED SURVEY CONTROL
 AC2195
 AC2195  NGVD 29 (??/??/92)    7.750  (m)           25.43   (f) SUPERSEDED  1 2
 AC2195  NGVD 29 (09/01/92)    7.750  (m)           25.43   (f) ADJUSTED    1 2
 AC2195
 AC2195.Superseded values are not recommended for survey control.
 AC2195
 AC2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2195.See file dsdata.pdf to determine how the superseded data were derived.
 AC2195
 AC2195_MARKER: DD = SURVEY DISK
 AC2195_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2195_SP_SET: CONCRETE GUARDRAIL
 AC2195_STAMPING: 25.49
 AC2195_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2195
 AC2195  HISTORY     - Date     Condition        Report By
 AC2195  HISTORY     - UNK      MONUMENTED       FLHD
 AC2195  HISTORY     - 1965     GOOD             CGS
 AC2195  HISTORY     - 1973     GOOD             NGS
 AC2195  HISTORY     - 1978     GOOD             NGS
 AC2195  HISTORY     - 1988     GOOD             USPSQD
 AC2195  HISTORY     - 20070615 MARK NOT FOUND   DCPWD
 AC2195
 AC2195                          STATION DESCRIPTION
 AC2195
 AC2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2195'AT MIAMI.
 AC2195'AT MIAMI, 0.7 MILE EAST ALONG MC ARTHUR CAUSEWAY FROM THE JUNCTION
 AC2195'OF U.S. HIGHWAY 1 AT MIAMI, SET ON THE TOP OF THE CONCRETE
 AC2195'PORTION OF THE GUARD RAIL AT THE NORTHEAST CORNER OF THE
 AC2195'MC ARTHUR CAUSEWAY BRIDGE OVER THE INTERCOASTAL WATERWAY, 7 FEET
 AC2195'NORTH OF THE NORTH CURB OF THE BRIDGE, 0.5 FOOT EAST OF THE
 AC2195'EAST END OF THE METAL PORTION OF THE GUARD RAIL AND 2 1/2 FEET
 AC2195'ABOVE THE LEVEL OF THE ROADWAY.
 AC2195
 AC2195                          STATION RECOVERY (1973)
 AC2195
 AC2195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2195'RECOVERED IN GOOD CONDITION.
 AC2195
 AC2195                          STATION RECOVERY (1978)
 AC2195
 AC2195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2195'RECOVERED IN GOOD CONDITION.
 AC2195
 AC2195                          STATION RECOVERY (1988)
 AC2195
 AC2195'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC2195'RECOVERED IN GOOD CONDITION.
 AC2195
 AC2195                          STATION RECOVERY (2007)
 AC2195
 AC2195'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2007 (MJW)
 AC2195'NEW BRIDGE
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2408 ***********************************************************************
 AC2408  DESIGNATION -  25.54
 AC2408  PID         -  AC2408
 AC2408  STATE/COUNTY-  FL/BROWARD
 AC2408  COUNTRY     -  US
 AC2408  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC2408
 AC2408                         *CURRENT SURVEY CONTROL
 AC2408  ______________________________________________________________________
 AC2408* NAD 83(1986) POSITION- 25 59 11.     (N) 080 07 19.     (W)   SCALED
 AC2408* NAVD 88 ORTHO HEIGHT -     7.293 (meters)       23.93  (feet) ADJUSTED
 AC2408  ______________________________________________________________________
 AC2408  GEOID HEIGHT    -        -25.710 (meters)                     GEOID18
 AC2408  DYNAMIC HEIGHT  -          7.281 (meters)       23.89  (feet) COMP
 AC2408  MODELED GRAVITY -    979,048.9   (mgal)                       NAVD 88
 AC2408
 AC2408  VERT ORDER      -  SECOND    CLASS 0
 AC2408
 AC2408.The horizontal coordinates were scaled from a map and have
 AC2408.an estimated accuracy of +/- 6 seconds.
 AC2408
 AC2408.The orthometric height was determined by differential leveling and
 AC2408.adjusted by the NATIONAL GEODETIC SURVEY
 AC2408.in June 1991.
 AC2408
 AC2408.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2408.GEOID18 height accuracy estimate available here.
 AC2408
 AC2408.Click photographs - Photos may exist for this station.
 AC2408
 AC2408.The dynamic height is computed by dividing the NAVD 88
 AC2408.geopotential number by the normal gravity value computed on the
 AC2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2408.degrees latitude (g = 980.6199 gals.).
 AC2408
 AC2408.The modeled gravity was interpolated from observed gravity values.
 AC2408
 AC2408;                    North         East    Units  Estimated Accuracy
 AC2408;SPC FL E     -   183,400.      287,920.      MT  (+/- 180 meters Scaled)
 AC2408
 AC2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ878744(NAD 83)
 AC2408
 AC2408                          SUPERSEDED SURVEY CONTROL
 AC2408
 AC2408  NGVD 29 (??/??/92)    7.774  (m)           25.51   (f) ADJ UNCH    2 0
 AC2408
 AC2408.Superseded values are not recommended for survey control.
 AC2408
 AC2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2408.See file dsdata.pdf to determine how the superseded data were derived.
 AC2408
 AC2408_MARKER: DD = SURVEY DISK
 AC2408_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC2408_SP_SET: BRIDGE
 AC2408_STAMPING: 25.54
 AC2408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC2408
 AC2408  HISTORY     - Date     Condition        Report By
 AC2408  HISTORY     - UNK      MONUMENTED       FLHD
 AC2408  HISTORY     - 1970     GOOD             NGS
 AC2408  HISTORY     - 1973     GOOD             NGS
 AC2408
 AC2408                          STATION DESCRIPTION
 AC2408
 AC2408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2408'2 MI S FROM HOLLYWOOD.
 AC2408'ABOUT 1.85 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE
 AC2408'JUNCTION OF STATE HIGHWAY 820, THENCE 0.1 MILE WEST ALONG STATE
 AC2408'HIGHWAY 824, AT HALLANDALE BEACH, SET ON THE TOP OF THE WEST
 AC2408'END OF THE CONCRETE WINGWALL AT THE NORTHEAST CORNER OF THE
 AC2408'HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY, 6.4 FEET NORTH
 AC2408'OF THE NORTH CURB OF THE HIGHWAY AND 2 1/2 FEET ABOVE THE LEVEL
 AC2408'OF THE ROADWAY.
 AC2408
 AC2408                          STATION RECOVERY (1973)
 AC2408
 AC2408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2408'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2436 ***********************************************************************
 AD2436  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2436  DESIGNATION -  25.71
 AD2436  PID         -  AD2436
 AD2436  STATE/COUNTY-  FL/BROWARD
 AD2436  COUNTRY     -  US
 AD2436  USGS QUAD   -  PORT EVERGLADES (2018)
 AD2436
 AD2436                         *CURRENT SURVEY CONTROL
 AD2436  ______________________________________________________________________
 AD2436* NAD 83(1986) POSITION- 26 03 20.8    (N) 080 06 50.5    (W)   HD_HELD2
 AD2436* NAVD 88 ORTHO HEIGHT -     7.292 (meters)       23.92  (feet) ADJUSTED
 AD2436  ______________________________________________________________________
 AD2436  GEOID HEIGHT    -        -25.757 (meters)                     GEOID18
 AD2436  DYNAMIC HEIGHT  -          7.280 (meters)       23.88  (feet) COMP
 AD2436  MODELED GRAVITY -    979,051.7   (mgal)                       NAVD 88
 AD2436
 AD2436  VERT ORDER      -  SECOND    CLASS 0
 AD2436
 AD2436.The horizontal coordinates were established by autonomous hand held GPS
 AD2436.observations and have an estimated accuracy of +/- 10 meters.
 AD2436
 AD2436.The orthometric height was determined by differential leveling and
 AD2436.adjusted by the NATIONAL GEODETIC SURVEY
 AD2436.in June 1991.
 AD2436
 AD2436.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2436.GEOID18 height accuracy estimate available here.
 AD2436
 AD2436.This Tidal Bench Mark is designated as VM 5721
 AD2436.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2436
 AD2436.This Tidal Bench Mark is designated as VM 19067
 AD2436.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2436
 AD2436.Click photographs - Photos may exist for this station.
 AD2436
 AD2436.The dynamic height is computed by dividing the NAVD 88
 AD2436.geopotential number by the normal gravity value computed on the
 AD2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2436.degrees latitude (g = 980.6199 gals.).
 AD2436
 AD2436.The modeled gravity was interpolated from observed gravity values.
 AD2436
 AD2436;                    North         East    Units  Estimated Accuracy
 AD2436;SPC FL E     -   191,095.      288,657.      MT  (+/- 10 meters HH2 GPS)
 AD2436
 AD2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8862682161(NAD 83)
 AD2436
 AD2436                          SUPERSEDED SURVEY CONTROL
 AD2436
 AD2436  NGVD 29 (??/??/92)    7.772  (m)           25.50   (f) SUPERSEDED  2 0
 AD2436  NGVD 29 (09/01/92)    7.772  (m)           25.50   (f) ADJUSTED    2 0
 AD2436
 AD2436.Superseded values are not recommended for survey control.
 AD2436
 AD2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2436.See file dsdata.pdf to determine how the superseded data were derived.
 AD2436
 AD2436_MARKER: DB = BENCH MARK DISK
 AD2436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2436_SP_SET: BRIDGE BANNISTER
 AD2436_STAMPING: 25.71
 AD2436_MARK LOGO: FLSRD
 AD2436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2436
 AD2436  HISTORY     - Date     Condition        Report By
 AD2436  HISTORY     - UNK      MONUMENTED       FLHD
 AD2436  HISTORY     - 1970     GOOD             NGS
 AD2436  HISTORY     - 1974     GOOD             NGS
 AD2436  HISTORY     - 1981     GOOD             FLDNR
 AD2436  HISTORY     - 1986     GOOD             FLDNR
 AD2436  HISTORY     - 1988     GOOD             USPSQD
 AD2436  HISTORY     - 1990     GOOD             USPSQD
 AD2436  HISTORY     - 1991     GOOD             USPSQD
 AD2436  HISTORY     - 19980319 GOOD             USPSQD
 AD2436  HISTORY     - 20021029 POOR             USPSQD
 AD2436  HISTORY     - 20021222 POOR             USPSQD
 AD2436  HISTORY     - 20161225 POOR             USPSQD
 AD2436
 AD2436                          STATION DESCRIPTION
 AD2436
 AD2436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2436'2.2 MI E FROM DANIA.
 AD2436'ABOUT 2.0 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AD2436'OF U.S. HIGHWAY 1 AT DANIA, THENCE 0.15 MILE NORTH ALONG A BLACK
 AD2436'TOPPED ROAD, SET ON THE TOP OF THE WEST BANNISTER OF A BRIDGE
 AD2436'OVER NEW RIVER SOUND, 15.9 FEET WEST OF THE CENTER LINE OF THE
 AD2436'ROAD, 5.3 FEET SOUTH OF THE NORTH END OF THE BANNISTER AND 3
 AD2436'FEET ABOVE THE LEVEL OF THE ROAD.
 AD2436
 AD2436                          STATION RECOVERY (1974)
 AD2436
 AD2436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD2436'RECOVERED IN GOOD CONDITION.
 AD2436
 AD2436                          STATION RECOVERY (1981)
 AD2436
 AD2436'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2436'RECOVERED IN GOOD CONDITION.
 AD2436
 AD2436                          STATION RECOVERY (1986)
 AD2436
 AD2436'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2436'RECOVERED IN GOOD CONDITION.
 AD2436
 AD2436                          STATION RECOVERY (1988)
 AD2436
 AD2436'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AD2436'RECOVERED IN GOOD CONDITION.
 AD2436
 AD2436                          STATION RECOVERY (1990)
 AD2436
 AD2436'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD2436'RECOVERED IN GOOD CONDITION.
 AD2436
 AD2436                          STATION RECOVERY (1991)
 AD2436
 AD2436'RECOVERY NOTE BY US POWER SQUADRON 1991 (EM)
 AD2436'RECOVERED IN GOOD CONDITION.
 AD2436
 AD2436                          STATION RECOVERY (1998)
 AD2436
 AD2436'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2436'RECOVERED IN GOOD CONDITION.
 AD2436
 AD2436                          STATION RECOVERY (2002)
 AD2436
 AD2436'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD2436'MARK RECOVERED IN POOR CONDITION.
 AD2436
 AD2436                          STATION RECOVERY (2002)
 AD2436
 AD2436'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD2436'BM NUMBER UNREADABLE ON DISK.
 AD2436
 AD2436                          STATION RECOVERY (2016)
 AD2436
 AD2436'RECOVERY NOTE BY US POWER SQUADRON 2016 (CAC)
 AD2436'BENCH MARK NUMBER NOT VISIBLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9183 ***********************************************************************
 DI9183  DESIGNATION -  25.8 450 G
 DI9183  PID         -  DI9183
 DI9183  STATE/COUNTY-  FL/OSCEOLA
 DI9183  COUNTRY     -  US
 DI9183  USGS QUAD   -  INTERCESSION CITY (2018)
 DI9183
 DI9183                         *CURRENT SURVEY CONTROL
 DI9183  ______________________________________________________________________
 DI9183* NAD 83(1986) POSITION- 28 15 34.6    (N) 081 33 08.7    (W)   HD_HELD2
 DI9183* NAVD 88 ORTHO HEIGHT -    24.846 (meters)       81.52  (feet) ADJUSTED
 DI9183  ______________________________________________________________________
 DI9183  GEOID HEIGHT    -        -27.588 (meters)                     GEOID18
 DI9183  DYNAMIC HEIGHT  -         24.809 (meters)       81.39  (feet) COMP
 DI9183  MODELED GRAVITY -    979,160.0   (mgal)                       NAVD 88
 DI9183
 DI9183  VERT ORDER      -  FIRST     CLASS II
 DI9183
 DI9183.The horizontal coordinates were established by autonomous hand held GPS
 DI9183.observations and have an estimated accuracy of +/- 10 meters.
 DI9183
 DI9183.The orthometric height was determined by differential leveling and
 DI9183.adjusted by the NATIONAL GEODETIC SURVEY
 DI9183.in April 2010.
 DI9183
 DI9183.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9183.GEOID18 height accuracy estimate available here.
 DI9183
 DI9183.Click photographs - Photos may exist for this station.
 DI9183
 DI9183.The dynamic height is computed by dividing the NAVD 88
 DI9183.geopotential number by the normal gravity value computed on the
 DI9183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9183.degrees latitude (g = 980.6199 gals.).
 DI9183
 DI9183.The modeled gravity was interpolated from observed gravity values.
 DI9183
 DI9183;                    North         East    Units  Estimated Accuracy
 DI9183;SPC FL E     -   435,102.      145,797.      MT  (+/- 10 meters HH2 GPS)
 DI9183
 DI9183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4581526085(NAD 83)
 DI9183
 DI9183                          SUPERSEDED SURVEY CONTROL
 DI9183
 DI9183.No superseded survey control is available for this station.
 DI9183
 DI9183_MARKER: DD = SURVEY DISK
 DI9183_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DI9183+WITH SETTING: INFORMATION.
 DI9183_STAMPING: 25.8-450G LB262
 DI9183_MARK LOGO: FL-097
 DI9183_PROJECTION: RECESSED 8 CENTIMETERS
 DI9183_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI9183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI9183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9183+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2024
 DI9183
 DI9183  HISTORY     - Date     Condition        Report By
 DI9183  HISTORY     - UNK      MONUMENTED       FL-097
 DI9183  HISTORY     - 20050507 GOOD             FLDEP
 DI9183  HISTORY     - 20241031 GOOD             GEOCAC
 DI9183
 DI9183                          STATION DESCRIPTION
 DI9183
 DI9183'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI9183'THE MARK IS ABOUT 11.0 MI (17.7 KM) SOUTHWEST OF KISSIMMEE, 7.3 MI
 DI9183'(11.7 KM) NORTHEAST OF DAVENPORT, 2.9 MI (4.7 KM) WEST OF INTERCESSION
 DI9183'CITY, IN SECTION 6, TOWNSHIP 26 SOUTH, RANGE 28 EAST.
 DI9183'
 DI9183'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17, 92 (ORANGE
 DI9183'BLOSSOM TRAIL) AND TALLAHASSEE BOULEVARD IN INTERCESSION CITY, GO
 DI9183'WESTERLY ON U.S. HIGHWAY 17, 92 (ORANGE BLOSSOM TRAIL) FOR 2.2 MI (3.5
 DI9183'KM) TO THE JUNCTION OF COUNTY ROAD 532 (OSCEOLA-POLK LINE ROAD), TURN
 DI9183'RIGHT ON COUNTY ROAD 532 (OSCEOLA-POLK LINE ROAD) AND GO WEST FOR 0.55
 DI9183'MI (0.9 KM) TO THE MARK ON THE LEFT, A GULF STREAM GPS SURVEY
 DI9183'MONUMENT, A DISK ATTACHED TO A ROD INSIDE OF A LOGO CAP, RECESSED 0.4
 DI9183'FT (0.1 M) BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH COUNTY
 DI9183'ROAD 532, THE DISK IS RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL OF THE
 DI9183'LOGO CAP.  NOTE--ROD DEPTH UNKNOWN.
 DI9183'
 DI9183'LOCATED 213.0 FT (64.9 M) WEST OF A DRIVE AT 6660 6648, 118.0 FT (36.0
 DI9183'M) SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF COUNTY ROAD 532, 25.0 FT
 DI9183'(7.6 M) WEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD LEADING
 DI9183'SOUTH, 15.3 FT (4.7 M) WEST OF A RIGHT-OF-WAY MARKER AND 2.9 FT (0.9
 DI9183'M) NORTH OF A CARSONITE WITNESS POST.
 DI9183'
 DI9183'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI9183'MONUMENT.
 DI9183'
 DI9183'NOTE ACCESS TO THE DISK IS HAD THROUGH A 5-INCH (13 CM) LOGO CAP.
 DI9183
 DI9183                          STATION RECOVERY (2024)
 DI9183
 DI9183'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DI9183'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5856 ***********************************************************************
 AD5856  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5856  DESIGNATION -  25.815
 AD5856  PID         -  AD5856
 AD5856  STATE/COUNTY-  FL/BROWARD
 AD5856  COUNTRY     -  US
 AD5856  USGS QUAD   -  POMPANO BEACH (2018)
 AD5856
 AD5856                         *CURRENT SURVEY CONTROL
 AD5856  ______________________________________________________________________
 AD5856* NAD 83(1986) POSITION- 26 10 03.     (N) 080 06 16.     (W)   SCALED
 AD5856* NAVD 88 ORTHO HEIGHT -     7.383 (meters)       24.22  (feet) ADJUSTED
 AD5856  ______________________________________________________________________
 AD5856  GEOID HEIGHT    -        -25.830 (meters)                     GEOID18
 AD5856  DYNAMIC HEIGHT  -          7.371 (meters)       24.18  (feet) COMP
 AD5856  MODELED GRAVITY -    979,062.3   (mgal)                       NAVD 88
 AD5856
 AD5856  VERT ORDER      -  SECOND    CLASS I
 AD5856
 AD5856.The horizontal coordinates were scaled from a map and have
 AD5856.an estimated accuracy of +/- 6 seconds.
 AD5856
 AD5856.The orthometric height was determined by differential leveling and
 AD5856.adjusted by the NATIONAL GEODETIC SURVEY
 AD5856.in September 2010.
 AD5856
 AD5856.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5856.GEOID18 height accuracy estimate available here.
 AD5856
 AD5856.This Tidal Bench Mark is designated as VM 19044
 AD5856.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5856
 AD5856.Click photographs - Photos may exist for this station.
 AD5856
 AD5856.The dynamic height is computed by dividing the NAVD 88
 AD5856.geopotential number by the normal gravity value computed on the
 AD5856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5856.degrees latitude (g = 980.6199 gals.).
 AD5856
 AD5856.The modeled gravity was interpolated from observed gravity values.
 AD5856
 AD5856;                    North         East    Units  Estimated Accuracy
 AD5856;SPC FL E     -   203,480.      289,530.      MT  (+/- 180 meters Scaled)
 AD5856
 AD5856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ894945(NAD 83)
 AD5856
 AD5856                          SUPERSEDED SURVEY CONTROL
 AD5856
 AD5856  NAVD 88 (06/15/91)    7.384  (m)           24.23   (f) SUPERSEDED  2 1
 AD5856  NGVD 29 (09/01/92)    7.867  (m)           25.81   (f) ADJUSTED    2 1
 AD5856
 AD5856.Superseded values are not recommended for survey control.
 AD5856
 AD5856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5856.See file dsdata.pdf to determine how the superseded data were derived.
 AD5856
 AD5856_MARKER: DB = BENCH MARK DISK
 AD5856_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5856_SP_SET: BRIDGE ABUTMENT
 AD5856_STAMPING: 25.815
 AD5856_MARK LOGO: FLSRD
 AD5856_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5856+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 AD5856
 AD5856  HISTORY     - Date     Condition        Report By
 AD5856  HISTORY     - UNK      MONUMENTED       FLDT
 AD5856  HISTORY     - 1981     GOOD             FLDNR
 AD5856  HISTORY     - 1989     GOOD             USPSQD
 AD5856  HISTORY     - 1990     GOOD             USPSQD
 AD5856  HISTORY     - 1990     GOOD             USPSQD
 AD5856  HISTORY     - 19980207 GOOD             USPSQD
 AD5856  HISTORY     - 20021006 GOOD             USPSQD
 AD5856  HISTORY     - 20061123 GOOD             FLDEP
 AD5856  HISTORY     - 20080505 GOOD             FLDT
 AD5856
 AD5856                          STATION DESCRIPTION
 AD5856
 AD5856'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5856'IN FORT LAUDERDALE.
 AD5856'BEGIN AT THE JUNCTION OF STATE ROAD 816 (OAKLAND PARK BOULEVARD)
 AD5856'WITH STATE ROAD A1A, GO 0.1 MILE WEST ON STATE ROAD 816 TO A
 AD5856'DRAWBRIDGE OVER THE INTRACOASTAL WATERWAY AND THE MARK.  THE MARK IS
 AD5856'SET IN THE NORTHEAST BRIDGE ABUTMENT, 21 FEET NORTH OF THE CENTERLINE
 AD5856'OF THE WESTBOUND LANE.
 AD5856'THE MARK IS 1 FT ABOVE HIGHWAY.
 AD5856
 AD5856                          STATION RECOVERY (1989)
 AD5856
 AD5856'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5856'RECOVERED IN GOOD CONDITION.
 AD5856
 AD5856                          STATION RECOVERY (1990)
 AD5856
 AD5856'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD5856'RECOVERED IN GOOD CONDITION.
 AD5856
 AD5856                          STATION RECOVERY (1990)
 AD5856
 AD5856'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5856'RECOVERED IN GOOD CONDITION.
 AD5856
 AD5856                          STATION RECOVERY (1998)
 AD5856
 AD5856'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5856'RECOVERED IN GOOD CONDITION.
 AD5856
 AD5856                          STATION RECOVERY (2002)
 AD5856
 AD5856'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AD5856'RECOVERED IN GOOD CONDITION.
 AD5856
 AD5856                          STATION RECOVERY (2006)
 AD5856
 AD5856'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5856'RECOVERED AS DESCRIBED.
 AD5856
 AD5856                          STATION RECOVERY (2008)
 AD5856
 AD5856'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2008 (PED)
 AD5856'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5858 ***********************************************************************
 AD5858  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5858  DESIGNATION -  25.850
 AD5858  PID         -  AD5858
 AD5858  STATE/COUNTY-  FL/BROWARD
 AD5858  COUNTRY     -  US
 AD5858  USGS QUAD   -  POMPANO BEACH (2018)
 AD5858
 AD5858                         *CURRENT SURVEY CONTROL
 AD5858  ______________________________________________________________________
 AD5858* NAD 83(1986) POSITION- 26 10 03.     (N) 080 06 16.     (W)   SCALED
 AD5858* NAVD 88 ORTHO HEIGHT -     7.419 (meters)       24.34  (feet) ADJUSTED
 AD5858  ______________________________________________________________________
 AD5858  GEOID HEIGHT    -        -25.830 (meters)                     GEOID18
 AD5858  DYNAMIC HEIGHT  -          7.407 (meters)       24.30  (feet) COMP
 AD5858  MODELED GRAVITY -    979,062.3   (mgal)                       NAVD 88
 AD5858
 AD5858  VERT ORDER      -  SECOND    CLASS I
 AD5858
 AD5858.The horizontal coordinates were scaled from a map and have
 AD5858.an estimated accuracy of +/- 6 seconds.
 AD5858
 AD5858.The orthometric height was determined by differential leveling and
 AD5858.adjusted by the NATIONAL GEODETIC SURVEY
 AD5858.in June 1991.
 AD5858
 AD5858.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5858.GEOID18 height accuracy estimate available here.
 AD5858
 AD5858.This Tidal Bench Mark is designated as VM 19043
 AD5858.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5858
 AD5858.Click photographs - Photos may exist for this station.
 AD5858
 AD5858.The dynamic height is computed by dividing the NAVD 88
 AD5858.geopotential number by the normal gravity value computed on the
 AD5858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5858.degrees latitude (g = 980.6199 gals.).
 AD5858
 AD5858.The modeled gravity was interpolated from observed gravity values.
 AD5858
 AD5858;                    North         East    Units  Estimated Accuracy
 AD5858;SPC FL E     -   203,480.      289,530.      MT  (+/- 180 meters Scaled)
 AD5858
 AD5858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ894945(NAD 83)
 AD5858
 AD5858                          SUPERSEDED SURVEY CONTROL
 AD5858
 AD5858  NGVD 29 (09/01/92)    7.901  (m)           25.92   (f) ADJUSTED    2 1
 AD5858
 AD5858.Superseded values are not recommended for survey control.
 AD5858
 AD5858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5858.See file dsdata.pdf to determine how the superseded data were derived.
 AD5858
 AD5858_MARKER: DB = BENCH MARK DISK
 AD5858_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5858_SP_SET: BRIDGE ABUTMENT
 AD5858_STAMPING: 25.850
 AD5858_MARK LOGO: FLSRD
 AD5858_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5858+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 AD5858
 AD5858  HISTORY     - Date     Condition        Report By
 AD5858  HISTORY     - UNK      MONUMENTED       FLDT
 AD5858  HISTORY     - 1981     GOOD             FLDNR
 AD5858  HISTORY     - 1989     GOOD             USPSQD
 AD5858  HISTORY     - 1990     GOOD             USPSQD
 AD5858  HISTORY     - 1990     GOOD             USPSQD
 AD5858  HISTORY     - 19980207 GOOD             USPSQD
 AD5858  HISTORY     - 20021006 GOOD             USPSQD
 AD5858  HISTORY     - 20061123 GOOD             FLDEP
 AD5858  HISTORY     - 20080505 GOOD             FLDT
 AD5858
 AD5858                          STATION DESCRIPTION
 AD5858
 AD5858'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5858'IN FORT LAUDERDALE.
 AD5858'BEGIN AT THE JUNCTION OF STATE ROAD 816 (OAKLAND PARK BLVD) AND STATE
 AD5858'ROAD A1A, GO 0.1 MILE WEST ON STATE ROAD 816 TO A DRAWBRIDGE OVER THE
 AD5858'INTRACOASTAL WATERWAY AND THE MARK.  THE MARK IS SET IN THE SOUTHWEST
 AD5858'BRIDGE ABUTMENT, 21 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AD5858'LANE.
 AD5858'THE MARK IS 1 FT ABOVE HIGHWAY.
 AD5858
 AD5858                          STATION RECOVERY (1989)
 AD5858
 AD5858'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5858'RECOVERED IN GOOD CONDITION.
 AD5858
 AD5858                          STATION RECOVERY (1990)
 AD5858
 AD5858'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD5858'RECOVERED IN GOOD CONDITION.
 AD5858
 AD5858                          STATION RECOVERY (1990)
 AD5858
 AD5858'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5858'RECOVERED IN GOOD CONDITION.
 AD5858
 AD5858                          STATION RECOVERY (1998)
 AD5858
 AD5858'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5858'RECOVERED IN GOOD CONDITION.
 AD5858
 AD5858                          STATION RECOVERY (2002)
 AD5858
 AD5858'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AD5858'RECOVERED IN GOOD CONDITION.
 AD5858
 AD5858                          STATION RECOVERY (2006)
 AD5858
 AD5858'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5858'RECOVERED AS DESCRIBED.
 AD5858
 AD5858                          STATION RECOVERY (2008)
 AD5858
 AD5858'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2008 (PED)
 AD5858'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0092 ***********************************************************************
 AL0092  DESIGNATION -  250
 AL0092  PID         -  AL0092
 AL0092  STATE/COUNTY-  FL/PINELLAS
 AL0092  COUNTRY     -  US
 AL0092  USGS QUAD   -  OLDSMAR (2018)
 AL0092
 AL0092                         *CURRENT SURVEY CONTROL
 AL0092  ______________________________________________________________________
 AL0092* NAD 83(1986) POSITION- 28 03 19.     (N) 082 44 17.     (W)   SCALED
 AL0092* NAVD 88 ORTHO HEIGHT -    12.052 (meters)       39.54  (feet) ADJUSTED
 AL0092  ______________________________________________________________________
 AL0092  GEOID HEIGHT    -        -24.909 (meters)                     GEOID18
 AL0092  DYNAMIC HEIGHT  -         12.034 (meters)       39.48  (feet) COMP
 AL0092  MODELED GRAVITY -    979,188.3   (mgal)                       NAVD 88
 AL0092
 AL0092  VERT ORDER      -  SECOND    CLASS II
 AL0092
 AL0092.The horizontal coordinates were scaled from a map and have
 AL0092.an estimated accuracy of +/- 6 seconds.
 AL0092
 AL0092.The orthometric height was determined by differential leveling and
 AL0092.adjusted by the NATIONAL GEODETIC SURVEY
 AL0092.in June 1991.
 AL0092
 AL0092.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0092.GEOID18 height accuracy estimate available here.
 AL0092
 AL0092.Click photographs - Photos may exist for this station.
 AL0092
 AL0092.The dynamic height is computed by dividing the NAVD 88
 AL0092.geopotential number by the normal gravity value computed on the
 AL0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0092.degrees latitude (g = 980.6199 gals.).
 AL0092
 AL0092.The modeled gravity was interpolated from observed gravity values.
 AL0092
 AL0092;                    North         East    Units  Estimated Accuracy
 AL0092;SPC FL W     -   412,550.      127,440.      MT  (+/- 180 meters Scaled)
 AL0092
 AL0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291045(NAD 83)
 AL0092
 AL0092                          SUPERSEDED SURVEY CONTROL
 AL0092
 AL0092  NGVD 29 (??/??/92)   12.311  (m)           40.39   (f) ADJ UNCH    2 2
 AL0092
 AL0092.Superseded values are not recommended for survey control.
 AL0092
 AL0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0092.See file dsdata.pdf to determine how the superseded data were derived.
 AL0092
 AL0092_MARKER: DD = SURVEY DISK
 AL0092_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0092_SP_SET: CULVERT HEADWALL
 AL0092_STAMPING: 250
 AL0092_MARK LOGO: FLSRD
 AL0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0092+STABILITY: SURFACE MOTION
 AL0092
 AL0092  HISTORY     - Date     Condition        Report By
 AL0092  HISTORY     - UNK      MONUMENTED       FLHD
 AL0092  HISTORY     - 1976     GOOD             FLDT
 AL0092
 AL0092                          STATION DESCRIPTION
 AL0092
 AL0092'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0092'5 MI S FROM TARPON SPRINGS.
 AL0092'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0092'584, RUN SOUTHERLY ON U.S. 19 FOR 0.85 MILE.  STATION ON LEFT,
 AL0092'94.0 FT. EAST OF THE CENTERLINE OF U.S. 19, 152.0 FT. SOUTH
 AL0092'OF THE CENTERLINE OF C.R. 95.  SET IN TOP OF CONCRETE HEADWALL.
 AL0092'SECTION 18, T28S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4886 ***********************************************************************
 DP4886  DESIGNATION -  25061 A
 DP4886  PID         -  DP4886
 DP4886  STATE/COUNTY-  FL/CHARLOTTE
 DP4886  COUNTRY     -  US
 DP4886  USGS QUAD   -  ENGLEWOOD (2018)
 DP4886
 DP4886                         *CURRENT SURVEY CONTROL
 DP4886  ______________________________________________________________________
 DP4886* NAD 83(1986) POSITION- 26 55 32.2    (N) 082 19 46.0    (W)   HD_HELD2
 DP4886* NAVD 88 ORTHO HEIGHT -     1.914 (meters)        6.28  (feet) ADJUSTED
 DP4886  ______________________________________________________________________
 DP4886  GEOID HEIGHT    -        -23.818 (meters)                     GEOID18
 DP4886  DYNAMIC HEIGHT  -          1.911 (meters)        6.27  (feet) COMP
 DP4886  MODELED GRAVITY -    979,119.6   (mgal)                       NAVD 88
 DP4886
 DP4886  VERT ORDER      -  FIRST     CLASS II
 DP4886
 DP4886.The horizontal coordinates were established by autonomous hand held GPS
 DP4886.observations and have an estimated accuracy of +/- 10 meters.
 DP4886
 DP4886.The orthometric height was determined by differential leveling and
 DP4886.adjusted by the NATIONAL GEODETIC SURVEY
 DP4886.in February 2015.
 DP4886
 DP4886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4886.GEOID18 height accuracy estimate available here.
 DP4886
 DP4886.Click photographs - Photos may exist for this station.
 DP4886
 DP4886.The dynamic height is computed by dividing the NAVD 88
 DP4886.geopotential number by the normal gravity value computed on the
 DP4886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4886.degrees latitude (g = 980.6199 gals.).
 DP4886
 DP4886.The modeled gravity was interpolated from observed gravity values.
 DP4886
 DP4886;                    North         East    Units  Estimated Accuracy
 DP4886;SPC FL W     -   287,205.      167,281.      MT  (+/- 10 meters HH2 GPS)
 DP4886
 DP4886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6800578889(NAD 83)
 DP4886
 DP4886                          SUPERSEDED SURVEY CONTROL
 DP4886
 DP4886.No superseded survey control is available for this station.
 DP4886
 DP4886_MARKER: DD = SURVEY DISK
 DP4886_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4886_STAMPING: 25061 A 2008
 DP4886_MARK LOGO: SWFWMD
 DP4886_PROJECTION: FLUSH
 DP4886_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP4886_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4886+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2019
 DP4886_ROD/PIPE-DEPTH: 3.0 meters
 DP4886
 DP4886  HISTORY     - Date     Condition        Report By
 DP4886  HISTORY     - 2008     MONUMENTED       SWFWMD
 DP4886  HISTORY     - 20140311 GOOD             FLDEP
 DP4886  HISTORY     - 20190111 GOOD             INDIV
 DP4886
 DP4886                          STATION DESCRIPTION
 DP4886
 DP4886'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP4886'THE MARK IS ABOUT 7.8 MI (12.6 KM) WEST-SOUTHWEST OF EL JOBEAN, 7.6 MI
 DP4886'(12.2 KM) NORTH-NORTHWEST OF PLACIDA, 2.9 MI (4.7 KM) SOUTH-SOUTHEAST
 DP4886'OF ENGLEWOOD, IN SECTION 8, TOWNSHIP 41 SOUTH, RANGE 20 EAST.  NOTE A
 DP4886'KEY CAN BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT
 DP4886'DISTRICT.
 DP4886'
 DP4886'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 776 (SOUTH
 DP4886'MCCALL ROAD) AND COUNTY ROAD 775 (PINE STREET-PLACIDA ROAD) IN
 DP4886'ENGLEWOOD, GO SOUTH ON COUNTY ROAD 775 (PLACIDA ROAD) FOR 0.95 MI (1.5
 DP4886'KM) TO THE SOUTHERNMOST ENTRANCE TO LEMON BAY HIGH SCHOOL (BUS LOOP)
 DP4886'ON THE LEFT.  TURN LEFT ON THE BUS LOOP AND GO EAST FOR 0.15 MI (0.2
 DP4886'KM) TO THE JUNCTION OF AN ASPHALT DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP4886'THE ASPHALT DRIVE (ALONG THE NORTH SIDE OF THE BASEBALL COMPLEX) AND
 DP4886'GO EAST FOR ABOUT 330.0 FT (100.6 M) TO THE JUNCTION OF A SHELL ROAD
 DP4886'ON THE RIGHT.  TURN RIGHT ON THE SHELL ROAD AND GO SOUTHEAST FOR ABOUT
 DP4886'320.0 FT (97.5 M) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE
 DP4886'RIGHT, AN ALUMINUM ROD DRIVEN TO A DEPTH OF 10.0 FT (3.0 M) WITH A
 DP4886'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP4886'MONUMENT UNKNOWN DEPTH, FLUSH WITH THE GROUND AND LEVEL WITH THE SHELL
 DP4886'ROAD.
 DP4886'
 DP4886'LOCATED 31.5 FT (9.6 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DP4886'OF THE SHELL ROAD, 16.6 FT (5.1 M) NORTHWEST OF SURVEY MARK 25061 B,
 DP4886'15.0 FT (4.6 M) NORTH-NORTHEAST OF THE CHAIN LINK FENCE (ALONG THE
 DP4886'THIRD BASELINE), 13.2 FT (4.0 M) WEST-SOUTHWEST OF THE APPROXIMATE
 DP4886'CENTER OF THE CHAIN LINK FENCE GATE, 1.5 FT (0.5 M) WEST OF WELL
 DP4886'CASING NUMBER 25060 AND 0.5 FT (15 CM) WEST OF A CARSONITE WITNESS
 DP4886'POST.
 DP4886'
 DP4886'NOTE UNKNOWN MAGNETISM.
 DP4886
 DP4886                          STATION RECOVERY (2019)
 DP4886
 DP4886'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DP4886'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4887 ***********************************************************************
 DP4887  DESIGNATION -  25061 B
 DP4887  PID         -  DP4887
 DP4887  STATE/COUNTY-  FL/CHARLOTTE
 DP4887  COUNTRY     -  US
 DP4887  USGS QUAD   -  ENGLEWOOD (2018)
 DP4887
 DP4887                         *CURRENT SURVEY CONTROL
 DP4887  ______________________________________________________________________
 DP4887* NAD 83(1986) POSITION- 26 55 32.3    (N) 082 19 45.8    (W)   HD_HELD2
 DP4887* NAVD 88 ORTHO HEIGHT -     1.881 (meters)        6.17  (feet) ADJUSTED
 DP4887  ______________________________________________________________________
 DP4887  GEOID HEIGHT    -        -23.818 (meters)                     GEOID18
 DP4887  DYNAMIC HEIGHT  -          1.878 (meters)        6.16  (feet) COMP
 DP4887  MODELED GRAVITY -    979,119.6   (mgal)                       NAVD 88
 DP4887
 DP4887  VERT ORDER      -  FIRST     CLASS II
 DP4887
 DP4887.The horizontal coordinates were established by autonomous hand held GPS
 DP4887.observations and have an estimated accuracy of +/- 10 meters.
 DP4887
 DP4887.The orthometric height was determined by differential leveling and
 DP4887.adjusted by the NATIONAL GEODETIC SURVEY
 DP4887.in February 2015.
 DP4887
 DP4887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4887.GEOID18 height accuracy estimate available here.
 DP4887
 DP4887.Click photographs - Photos may exist for this station.
 DP4887
 DP4887.The dynamic height is computed by dividing the NAVD 88
 DP4887.geopotential number by the normal gravity value computed on the
 DP4887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4887.degrees latitude (g = 980.6199 gals.).
 DP4887
 DP4887.The modeled gravity was interpolated from observed gravity values.
 DP4887
 DP4887;                    North         East    Units  Estimated Accuracy
 DP4887;SPC FL W     -   287,208.      167,287.      MT  (+/- 10 meters HH2 GPS)
 DP4887
 DP4887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6801078892(NAD 83)
 DP4887
 DP4887                          SUPERSEDED SURVEY CONTROL
 DP4887
 DP4887.No superseded survey control is available for this station.
 DP4887
 DP4887_MARKER: DD = SURVEY DISK
 DP4887_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4887_STAMPING: 25061 B 2008
 DP4887_MARK LOGO: SWFWMD
 DP4887_PROJECTION: FLUSH
 DP4887_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP4887_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4887+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2019
 DP4887_ROD/PIPE-DEPTH: 3.0 meters
 DP4887
 DP4887  HISTORY     - Date     Condition        Report By
 DP4887  HISTORY     - 2008     MONUMENTED       SWFWMD
 DP4887  HISTORY     - 20140311 GOOD             FLDEP
 DP4887  HISTORY     - 20190111 GOOD             INDIV
 DP4887
 DP4887                          STATION DESCRIPTION
 DP4887
 DP4887'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP4887'THE MARK IS ABOUT 7.8 MI (12.6 KM) WEST-SOUTHWEST OF EL JOBEAN, 7.6 MI
 DP4887'(12.2 KM) NORTH-NORTHWEST OF PLACIDA, 2.9 MI (4.7 KM) SOUTH-SOUTHEAST
 DP4887'OF ENGLEWOOD, IN SECTION 8, TOWNSHIP 41 SOUTH, RANGE 20 EAST.  NOTE A
 DP4887'KEY CAN BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT
 DP4887'DISTRICT.
 DP4887'
 DP4887'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 776 (SOUTH
 DP4887'MCCALL ROAD) AND COUNTY ROAD 775 (PINE STREET-PLACIDA ROAD) IN
 DP4887'ENGLEWOOD, SO SOUTH ON COUNTY ROAD 775 (PLACIDA ROAD) FOR 0.95 MI (1.5
 DP4887'KM) TO THE SOUTHERNMOST ENTRANCE TO LEMON BAY HIGH SCHOOL (BUS LOOP)
 DP4887'ON THE LEFT.  TURN LEFT ON THE BUS LOOP AND GO EAST FOR 0.15 MI (0.2
 DP4887'KM) TO THE JUNCTION OF AN ASPHALT DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP4887'THE ASPHALT DRIVE (ALONG THE NORTH SIDE OF THE BASEBALL COMPLEX) AND
 DP4887'GO EAST FOR ABOUT 330.0 FT (100.6 M) TO THE JUNCTION OF A SHELL ROAD
 DP4887'ON THE RIGHT.  TURN RIGHT ON THE SHELL ROAD AND GO SOUTHEAST FOR ABOUT
 DP4887'320.0 FT (97.5 M) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE
 DP4887'RIGHT, AN ALUMINUM ROD DRIVEN TO A DEPTH OF 10.0 FT (3.0 M) WITH A
 DP4887'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP4887'MONUMENT UNKNOWN DEPTH, FLUSH WITH THE GROUND AND LEVEL WITH THE SHELL
 DP4887'ROAD.
 DP4887'
 DP4887'LOCATED 35.0 FT (10.7 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DP4887'OF THE SHELL ROAD, 16.6 FT (5.1 M) SOUTHEAST OF SURVEY MARK 25061 A,
 DP4887'10.0 FT (3.0 M) NORTH-NORTHEAST OF THE CHAIN LINK FENCE (ALONG THE
 DP4887'THIRD BASELINE), 15.5 FT (4.7 M) SOUTH OF THE APPROXIMATE CENTER OF
 DP4887'THE CHAIN LINK FENCE GATE, 1.4 FT (0.4 M) NORTHWEST OF WELL CASING
 DP4887'NUMBER 25062 AND 0.6 FT (18 CM) NORTHWEST OF A CARSONITE WITNESS POST.
 DP4887'NOTE UNKNOWN MAGNETISM.
 DP4887
 DP4887                          STATION RECOVERY (2019)
 DP4887
 DP4887'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DP4887'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5433 ***********************************************************************
 DP5433  DESIGNATION -  25074 A
 DP5433  PID         -  DP5433
 DP5433  STATE/COUNTY-  FL/CHARLOTTE
 DP5433  COUNTRY     -  US
 DP5433  USGS QUAD   -  EL JOBEAN (2018)
 DP5433
 DP5433                         *CURRENT SURVEY CONTROL
 DP5433  ______________________________________________________________________
 DP5433* NAD 83(1986) POSITION- 26 56 39.6    (N) 082 13 05.0    (W)   HD_HELD2
 DP5433* NAVD 88 ORTHO HEIGHT -     2.141 (meters)        7.02  (feet) ADJUSTED
 DP5433  ______________________________________________________________________
 DP5433  GEOID HEIGHT    -        -23.866 (meters)                     GEOID18
 DP5433  DYNAMIC HEIGHT  -          2.137 (meters)        7.01  (feet) COMP
 DP5433  MODELED GRAVITY -    979,122.5   (mgal)                       NAVD 88
 DP5433
 DP5433  VERT ORDER      -  FIRST     CLASS II
 DP5433
 DP5433.The horizontal coordinates were established by autonomous hand held GPS
 DP5433.observations and have an estimated accuracy of +/- 10 meters.
 DP5433
 DP5433.The orthometric height was determined by differential leveling and
 DP5433.adjusted by the NATIONAL GEODETIC SURVEY
 DP5433.in February 2015.
 DP5433
 DP5433.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5433.GEOID18 height accuracy estimate available here.
 DP5433
 DP5433.Click photographs - Photos may exist for this station.
 DP5433
 DP5433.The dynamic height is computed by dividing the NAVD 88
 DP5433.geopotential number by the normal gravity value computed on the
 DP5433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5433.degrees latitude (g = 980.6199 gals.).
 DP5433
 DP5433.The modeled gravity was interpolated from observed gravity values.
 DP5433
 DP5433;                    North         East    Units  Estimated Accuracy
 DP5433;SPC FL W     -   289,255.      178,348.      MT  (+/- 10 meters HH2 GPS)
 DP5433
 DP5433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7908580852(NAD 83)
 DP5433
 DP5433                          SUPERSEDED SURVEY CONTROL
 DP5433
 DP5433.No superseded survey control is available for this station.
 DP5433
 DP5433_MARKER: DD = SURVEY DISK
 DP5433_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5433_STAMPING: 25074 A 2008
 DP5433_MARK LOGO: SWFWMD
 DP5433_PROJECTION: FLUSH
 DP5433_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP5433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5433+STABILITY: SURFACE MOTION
 DP5433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5433+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2014
 DP5433_ROD/PIPE-DEPTH: 3.0 meters
 DP5433
 DP5433  HISTORY     - Date     Condition        Report By
 DP5433  HISTORY     - 2008     MONUMENTED       SWFWMD
 DP5433  HISTORY     - 20140215 GOOD             FLDEP
 DP5433
 DP5433                          STATION DESCRIPTION
 DP5433
 DP5433'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP5433'THE MARK IS ABOUT 8.3 MI (13.3 KM) NORTH-NORTHEAST OF PLACIDA, 6.4 MI
 DP5433'(10.4 KM) SOUTHWEST OF MURDOCK, 1.4 MI (2.3 KM) SOUTH-SOUTHWEST OF EL
 DP5433'JOBEAN, IN SECTION 4, TOWNSHIP 41 SOUTH, RANGE 21 EAST.
 DP5433'
 DP5433'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 776 (SOUTH
 DP5433'MCCALL ROAD) AND COUNTY ROAD 771 (GASPARILLA ROAD-SAILORS WAY) ABOUT
 DP5433'2.2 MI (3.5 KM) SOUTH OF EL JOBEAN, GO WEST ON STATE ROAD 776 (SOUTH
 DP5433'MCCALL ROAD) FOR 0.25 MI (0.4 KM) TO THE INTERSECTION OF PINEDALE
 DP5433'DRIVE ON THE LEFT AND COLISEUM BOULEVARD ON THE RIGHT, TURN RIGHT ON
 DP5433'COLISEUM BOULEVARD AND GO NORTH FOR 0.6 MI (1.0 KM) TO THE
 DP5433'INTERSECTION OF BENNETT DRIVE, TURN RIGHT ON BENNETT DRIVE AND GO
 DP5433'NORTHEAST FOR 0.5 MI (0.8 KM) TO THE END OF BENNETT DRIVE AND THE
 DP5433'JUNCTION OF A DIRT ROAD ON THE RIGHT, TURN RIGHT ON THE DIRT ROAD AND
 DP5433'GO WEST FOR ABOUT 350.0 FT (106.7 M) TO A WELL SITE ON THE RIGHT AND
 DP5433'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO A DEPTH OF 10.0 FT
 DP5433'(3.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP5433'ROUND CONCRETE MONUMENT UNKNOWN DEPTH, FLUSH WITH THE GROUND AND LEVEL
 DP5433'WITH THE DIRT ROAD.
 DP5433'
 DP5433'LOCATED 17.7 FT (5.4 M) WEST OF SURVEY MARK 25074 B, 8.3 FT (2.5 M)
 DP5433'WEST OF WELL CASING 25072-25075, 1.5 FT (0.5 M) SOUTHEAST OF THE
 DP5433'NORTHWEST CHAIN LINK FENCE CORNER POST AND 1.0 FT SOUTHEAST OF A
 DP5433'CARSONITE WITNESS POST.
 DP5433'
 DP5433'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5434 ***********************************************************************
 DP5434  DESIGNATION -  25074 B
 DP5434  PID         -  DP5434
 DP5434  STATE/COUNTY-  FL/CHARLOTTE
 DP5434  COUNTRY     -  US
 DP5434  USGS QUAD   -  EL JOBEAN (2018)
 DP5434
 DP5434                         *CURRENT SURVEY CONTROL
 DP5434  ______________________________________________________________________
 DP5434* NAD 83(1986) POSITION- 26 56 39.5    (N) 082 13 04.8    (W)   HD_HELD2
 DP5434* NAVD 88 ORTHO HEIGHT -     2.133 (meters)        7.00  (feet) ADJUSTED
 DP5434  ______________________________________________________________________
 DP5434  GEOID HEIGHT    -        -23.866 (meters)                     GEOID18
 DP5434  DYNAMIC HEIGHT  -          2.130 (meters)        6.99  (feet) COMP
 DP5434  MODELED GRAVITY -    979,122.5   (mgal)                       NAVD 88
 DP5434
 DP5434  VERT ORDER      -  FIRST     CLASS II
 DP5434
 DP5434.The horizontal coordinates were established by autonomous hand held GPS
 DP5434.observations and have an estimated accuracy of +/- 10 meters.
 DP5434
 DP5434.The orthometric height was determined by differential leveling and
 DP5434.adjusted by the NATIONAL GEODETIC SURVEY
 DP5434.in February 2015.
 DP5434
 DP5434.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5434.GEOID18 height accuracy estimate available here.
 DP5434
 DP5434.Click photographs - Photos may exist for this station.
 DP5434
 DP5434.The dynamic height is computed by dividing the NAVD 88
 DP5434.geopotential number by the normal gravity value computed on the
 DP5434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5434.degrees latitude (g = 980.6199 gals.).
 DP5434
 DP5434.The modeled gravity was interpolated from observed gravity values.
 DP5434
 DP5434;                    North         East    Units  Estimated Accuracy
 DP5434;SPC FL W     -   289,252.      178,353.      MT  (+/- 10 meters HH2 GPS)
 DP5434
 DP5434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7909180848(NAD 83)
 DP5434
 DP5434                          SUPERSEDED SURVEY CONTROL
 DP5434
 DP5434.No superseded survey control is available for this station.
 DP5434
 DP5434_MARKER: DD = SURVEY DISK
 DP5434_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5434_STAMPING: 25074 B 2008
 DP5434_MARK LOGO: SWFWMD
 DP5434_PROJECTION: FLUSH
 DP5434_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP5434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5434+STABILITY: SURFACE MOTION
 DP5434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5434+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2014
 DP5434_ROD/PIPE-DEPTH: 3.0 meters
 DP5434
 DP5434  HISTORY     - Date     Condition        Report By
 DP5434  HISTORY     - 2008     MONUMENTED       SWFWMD
 DP5434  HISTORY     - 20140215 GOOD             FLDEP
 DP5434
 DP5434                          STATION DESCRIPTION
 DP5434
 DP5434'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP5434'THE MARK IS ABOUT 8.3 MI (13.3 KM) NORTH-NORTHEAST OF PLACIDA, 6.4 MI
 DP5434'(10.4 KM) SOUTHWEST OF MURDOCK, 1.4 MI (2.3 KM) SOUTH-SOUTHWEST OF EL
 DP5434'JOBEAN, IN SECTION 4, TOWNSHIP 41 SOUTH, RANGE 21 EAST.
 DP5434'
 DP5434'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 776 (SOUTH
 DP5434'MCCALL ROAD) AND COUNTY ROAD 771 (GASPARILLA ROAD-SAILORS WAY) ABOUT
 DP5434'2.2 MI (3.5 KM) SOUTH OF EL JOBEAN, GO WEST ON STATE ROAD 776 (SOUTH
 DP5434'MCCALL ROAD) FOR 0.25 MI (0.4 KM) TO THE INTERSECTION OF PINEDALE
 DP5434'DRIVE ON THE LEFT AND COLISEUM BOULEVARD ON THE RIGHT, TURN RIGHT ON
 DP5434'COLISEUM BOULEVARD  AND GO NORTH FOR 0.6 MI (1.0 KM) TO THE
 DP5434'INTERSECTION OF BENNETT DRIVE, TURN RIGHT ON BENNETT DRIVE AND GO
 DP5434'NORTHEAST FOR 0.5 MI (0.8 KM) TO THE END OF BENNETT DRIVE AND THE
 DP5434'JUNCTION OF A DIRT ROAD ON THE RIGHT, TURN RIGHT ON THE DIRT ROAD AND
 DP5434'GO WEST FOR ABOUT 350.0 FT (106.7 M) TO A WELL SITE ON THE RIGHT AND
 DP5434'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO A DEPTH OF 10.0 FT
 DP5434'(3.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP5434'ROUND CONCRETE MONUMENT UNKNOWN DEPTH, FLUSH WITH THE GROUND AND LEVEL
 DP5434'WITH THE DIRT ROAD.
 DP5434'
 DP5434'LOCATED 17.7 FT (5.4 M) EAST OF SURVEY MARK 25074 A, 9.9 FT (3.0 M)
 DP5434'NORTH OF WELL CASING 25073, 1.5 FT (0.5 M) SOUTHWEST OF THE NORTHEAST
 DP5434'CHAIN LINK FENCE CORNER POST AND 1.0 FT SOUTHWEST OF A CARSONITE
 DP5434'WITNESS POST.
 DP5434'
 DP5434'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4953 ***********************************************************************
 DP4953  DESIGNATION -  25083 A
 DP4953  PID         -  DP4953
 DP4953  STATE/COUNTY-  FL/CHARLOTTE
 DP4953  COUNTRY     -  US
 DP4953  USGS QUAD   -  GILCHRIST (2018)
 DP4953
 DP4953                         *CURRENT SURVEY CONTROL
 DP4953  ______________________________________________________________________
 DP4953* NAD 83(1986) POSITION- 26 50 24.     (N) 081 58 53.     (W)   SCALED
 DP4953* NAVD 88 ORTHO HEIGHT -     7.314 (meters)       24.00  (feet) ADJUSTED
 DP4953  ______________________________________________________________________
 DP4953  GEOID HEIGHT    -        -24.026 (meters)                     GEOID18
 DP4953  DYNAMIC HEIGHT  -          7.303 (meters)       23.96  (feet) COMP
 DP4953  MODELED GRAVITY -    979,101.3   (mgal)                       NAVD 88
 DP4953
 DP4953  VERT ORDER      -  FIRST     CLASS II
 DP4953
 DP4953.The horizontal coordinates were scaled from a map and have
 DP4953.an estimated accuracy of +/- 6 seconds.
 DP4953
 DP4953.The orthometric height was determined by differential leveling and
 DP4953.adjusted by the NATIONAL GEODETIC SURVEY
 DP4953.in February 2015.
 DP4953
 DP4953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4953.GEOID18 height accuracy estimate available here.
 DP4953
 DP4953.Click photographs - Photos may exist for this station.
 DP4953
 DP4953.The dynamic height is computed by dividing the NAVD 88
 DP4953.geopotential number by the normal gravity value computed on the
 DP4953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4953.degrees latitude (g = 980.6199 gals.).
 DP4953
 DP4953.The modeled gravity was interpolated from observed gravity values.
 DP4953
 DP4953;                    North         East    Units  Estimated Accuracy
 DP4953;SPC FL W     -   277,680.      201,850.      MT  (+/- 180 meters Scaled)
 DP4953
 DP4953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK024690(NAD 83)
 DP4953
 DP4953                          SUPERSEDED SURVEY CONTROL
 DP4953
 DP4953.No superseded survey control is available for this station.
 DP4953
 DP4953_MARKER: DD = SURVEY DISK
 DP4953_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4953_STAMPING: 25083 A 2008
 DP4953_MARK LOGO: SWFWMD
 DP4953_PROJECTION: FLUSH
 DP4953_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP4953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4953+STABILITY: SURFACE MOTION
 DP4953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4953+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2014
 DP4953_ROD/PIPE-DEPTH: 3.0 meters
 DP4953
 DP4953  HISTORY     - Date     Condition        Report By
 DP4953  HISTORY     - 20080821 MONUMENTED       SWFWMD
 DP4953  HISTORY     - 20140214 GOOD             FLDEP
 DP4953
 DP4953                          STATION DESCRIPTION
 DP4953
 DP4953'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP4953'THE MARK IS ABOUT 8.3 MI (13.4 KM) SOUTH OF CLEVELAND, 7.3 MI (11.7
 DP4953'KM) SOUTH-SOUTHEAST OF PUNTA GORDA, 7.1 MI (11.4 KM) NORTHWEST OF
 DP4953'GILCHRIST, IN SECTION 11, TOWNSHIP 42 SOUTH, RANGE 23 EAST.  NOTE A
 DP4953'KEY CAN BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT
 DP4953'DISTRICT.
 DP4953'
 DP4953'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41, GREEN GULF
 DP4953'BOULEVARD AND TUCKERS GRADE (STATE ROAD 762) ABOUT 6.5 MI (10.5 KM)
 DP4953'SOUTHEAST OF PUNTA GORDA, GO SOUTHEAST ON U.S. HIGHWAY 41 FOR 1.25 MI
 DP4953'(2.0 KM) TO THE JUNCTION OF ST. IVES DRIVE ON THE RIGHT.  TURN RIGHT
 DP4953'ON ST. IVES DRIVE AND GO SOUTHWEST FOR 0.2 MI (0.3 KM) TO THE JUNCTION
 DP4953'OF PASADENA DRIVE.  TURN LEFT ON PASADENA DRIVE AND GO SOUTH FOR ABOUT
 DP4953'180.0 FT (54.9 M) TO THE JUNCTION OF TRISTAN DRIVE ON THE RIGHT.  TURN
 DP4953'RIGHT ON TRISTAN DRIVE AND GO WEST FOR ABOUT 420.0 FT (128.0 M) TO A
 DP4953'WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DP4953'DRIVEN TO A DEPTH OF 10.0 FT (3.0 M) WITH A SURVEY DISK SET ON THE TOP
 DP4953'AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT UNKNOWN DEPTH, FLUSH
 DP4953'WITH THE GROUND AND LEVEL WITH THE WELL SITE DRIVEWAY.
 DP4953'
 DP4953'LOCATED 36.8 FT (11.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DP4953'TRISTAN DRIVE, 17.5 FT (5.3 M) WEST OF SURVEY MARK 25083 B, 11.1 FT
 DP4953'(3.4 M) NORTH OF THE SOUTHWEST CHAIN LINK FENCE CORNER POST AND 0.7 FT
 DP4953'(21 CM) EAST OF A CARSONITE WITNESS POST.
 DP4953'
 DP4953'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4954 ***********************************************************************
 DP4954  DESIGNATION -  25083 B
 DP4954  PID         -  DP4954
 DP4954  STATE/COUNTY-  FL/CHARLOTTE
 DP4954  COUNTRY     -  US
 DP4954  USGS QUAD   -  GILCHRIST (2018)
 DP4954
 DP4954                         *CURRENT SURVEY CONTROL
 DP4954  ______________________________________________________________________
 DP4954* NAD 83(1986) POSITION- 26 50 25.     (N) 081 58 53.     (W)   SCALED
 DP4954* NAVD 88 ORTHO HEIGHT -     7.267 (meters)       23.84  (feet) ADJUSTED
 DP4954  ______________________________________________________________________
 DP4954  GEOID HEIGHT    -        -24.027 (meters)                     GEOID18
 DP4954  DYNAMIC HEIGHT  -          7.256 (meters)       23.81  (feet) COMP
 DP4954  MODELED GRAVITY -    979,101.4   (mgal)                       NAVD 88
 DP4954
 DP4954  VERT ORDER      -  FIRST     CLASS II
 DP4954
 DP4954.The horizontal coordinates were scaled from a map and have
 DP4954.an estimated accuracy of +/- 6 seconds.
 DP4954
 DP4954.The orthometric height was determined by differential leveling and
 DP4954.adjusted by the NATIONAL GEODETIC SURVEY
 DP4954.in February 2015.
 DP4954
 DP4954.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4954.GEOID18 height accuracy estimate available here.
 DP4954
 DP4954.Click photographs - Photos may exist for this station.
 DP4954
 DP4954.The dynamic height is computed by dividing the NAVD 88
 DP4954.geopotential number by the normal gravity value computed on the
 DP4954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4954.degrees latitude (g = 980.6199 gals.).
 DP4954
 DP4954.The modeled gravity was interpolated from observed gravity values.
 DP4954
 DP4954;                    North         East    Units  Estimated Accuracy
 DP4954;SPC FL W     -   277,710.      201,850.      MT  (+/- 180 meters Scaled)
 DP4954
 DP4954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK024691(NAD 83)
 DP4954
 DP4954                          SUPERSEDED SURVEY CONTROL
 DP4954
 DP4954.No superseded survey control is available for this station.
 DP4954
 DP4954_MARKER: DD = SURVEY DISK
 DP4954_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4954_STAMPING: 25083 B 2008
 DP4954_MARK LOGO: SWFWMD
 DP4954_PROJECTION: PROJECTING 7 CENTIMETERS
 DP4954_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP4954_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4954+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2025
 DP4954_ROD/PIPE-DEPTH: 3.0 meters
 DP4954
 DP4954  HISTORY     - Date     Condition        Report By
 DP4954  HISTORY     - 20080821 MONUMENTED       SWFWMD
 DP4954  HISTORY     - 20140214 GOOD             FLDEP
 DP4954  HISTORY     - 20250409 GOOD             FL-015
 DP4954
 DP4954                          STATION DESCRIPTION
 DP4954
 DP4954'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP4954'THE MARK IS ABOUT 8.3 MI (13.4 KM) SOUTH OF CLEVELAND, 7.3 MI (11.7
 DP4954'KM) SOUTH-SOUTHEAST OF PUNTA GORDA, 7.1 MI (11.4 KM) NORTHWEST OF
 DP4954'GILCHRIST, IN SECTION 11, TOWNSHIP 42 SOUTH, RANGE 23 EAST.  NOTE A
 DP4954'KEY CAN BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT
 DP4954'DISTRICT.
 DP4954'
 DP4954'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41, GREEN GULF
 DP4954'BOULEVARD AND TUCKERS GRADE (STATE ROAD 762) ABOUT 6.5 MI (10.5 KM)
 DP4954'SOUTHEAST OF PUNTA GORDA, GO SOUTHEAST ON U.S. HIGHWAY 41 FOR 1.25 MI
 DP4954'(2.0 KM) TO THE JUNCTION OF ST. IVES DRIVE ON THE RIGHT.  TURN RIGHT
 DP4954'ON ST. IVES DRIVE AND GO SOUTHWEST FOR 0.2 MI (0.3 KM) TO THE JUNCTION
 DP4954'OF PASADENA DRIVE.  TURN LEFT ON PASADENA DRIVE AND GO SOUTH FOR ABOUT
 DP4954'180.0 FT (54.9 M) TO THE JUNCTION OF TRISTAN DRIVE ON THE RIGHT.  TURN
 DP4954'RIGHT ON TRISTAN DRIVE AND GO WEST FOR ABOUT 420.0 FT (128.0 M) TO A
 DP4954'WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DP4954'DRIVEN TO A DEPTH OF 10.0 FT (3.0 M) WITH A SURVEY DISK SET ON THE TOP
 DP4954'AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT UNKNOWN DEPTH, FLUSH
 DP4954'WITH THE GROUND AND LEVEL WITH THE WELL SITE DRIVEWAY.
 DP4954'
 DP4954'LOCATED 36.7 FT (11.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DP4954'TRISTAN DRIVE, 21.3 FT (6.5 M) NORTHEAST OF THE SOUTHWEST CHAIN LINK
 DP4954'FENCE CORNER POST, 17.5 FT (5.3 M) EAST OF SURVEY MARK 25083 A AND 0.7
 DP4954'FT (21 CM) WEST OF A CARSONITE WITNESS POST.
 DP4954'
 DP4954'NOTE UNKNOWN MAGNETISM.
 DP4954
 DP4954                          STATION RECOVERY (2025)
 DP4954
 DP4954'RECOVERY NOTE BY CHARLOTTE COUNTY FLORIDA 2025 (AT)
 DP4954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4949 ***********************************************************************
 DP4949  DESIGNATION -  25095
 DP4949  PID         -  DP4949
 DP4949  STATE/COUNTY-  FL/CHARLOTTE
 DP4949  COUNTRY     -  US
 DP4949  USGS QUAD   -  BERMONT (2018)
 DP4949
 DP4949                         *CURRENT SURVEY CONTROL
 DP4949  ______________________________________________________________________
 DP4949* NAD 83(1986) POSITION- 26 56 45.0    (N) 081 48 28.1    (W)   HD_HELD2
 DP4949* NAVD 88 ORTHO HEIGHT -    12.171 (meters)       39.93  (feet) ADJUSTED
 DP4949  ______________________________________________________________________
 DP4949  GEOID HEIGHT    -        -24.358 (meters)                     GEOID18
 DP4949  DYNAMIC HEIGHT  -         12.152 (meters)       39.87  (feet) COMP
 DP4949  MODELED GRAVITY -    979,104.8   (mgal)                       NAVD 88
 DP4949
 DP4949  VERT ORDER      -  FIRST     CLASS II
 DP4949
 DP4949.The horizontal coordinates were established by autonomous hand held GPS
 DP4949.observations and have an estimated accuracy of +/- 10 meters.
 DP4949
 DP4949.The orthometric height was determined by differential leveling and
 DP4949.adjusted by the NATIONAL GEODETIC SURVEY
 DP4949.in February 2015.
 DP4949
 DP4949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4949.GEOID18 height accuracy estimate available here.
 DP4949
 DP4949.Click photographs - Photos may exist for this station.
 DP4949
 DP4949.The dynamic height is computed by dividing the NAVD 88
 DP4949.geopotential number by the normal gravity value computed on the
 DP4949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4949.degrees latitude (g = 980.6199 gals.).
 DP4949
 DP4949.The modeled gravity was interpolated from observed gravity values.
 DP4949
 DP4949;                    North         East    Units  Estimated Accuracy
 DP4949;SPC FL W     -   289,417.      219,084.      MT  (+/- 10 meters HH2 GPS)
 DP4949
 DP4949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1981380691(NAD 83)
 DP4949
 DP4949                          SUPERSEDED SURVEY CONTROL
 DP4949
 DP4949.No superseded survey control is available for this station.
 DP4949
 DP4949_MARKER: DD = SURVEY DISK
 DP4949_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4949_STAMPING: 25095 2008
 DP4949_MARK LOGO: SFLWMD
 DP4949_PROJECTION: FLUSH
 DP4949_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4949+STABILITY: SURFACE MOTION
 DP4949_ROD/PIPE-DEPTH: 3.0 meters
 DP4949
 DP4949  HISTORY     - Date     Condition        Report By
 DP4949  HISTORY     - 2008     MONUMENTED       SWFWMD
 DP4949  HISTORY     - 20140228 GOOD             FLDEP
 DP4949
 DP4949                          STATION DESCRIPTION
 DP4949
 DP4949'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4949'THE MARK IS ABOUT 11.1 MI (17.9 KM) EAST OF CLEVELAND, 6.7 MI (10.8
 DP4949'KM) NORTH-NORTHWEST OF TUCKERS CORNER, 2.8 MI (4.5 KM) WEST OF
 DP4949'BERMONT, IN SECTION 3, TOWNSHIP 41 SOUTH, RANGE 25 EAST.
 DP4949'
 DP4949'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP4949'ROAD 74 (BERMONT ROAD) ON THE SOUTH SIDE OF CLEVELAND, GO EAST ON
 DP4949'COUNTY ROAD 74 (BERMONT ROAD) FOR 6.95 MI (11.2 KM) TO THE JUNCTION OF
 DP4949'BRONCO ROAD ON THE LEFT.  CONTINUE EAST ON COUNTY ROAD 74 (BERMONT
 DP4949'ROAD) FOR 5.1 MI (8.2 KM) TO A WELL SITE ON THE RIGHT AND THE MARK.
 DP4949'THE MARK CAN ALSO BE REACHED FROM THE INTERSECTION OF COUNTY ROAD 74
 DP4949'(BERMONT ROAD) AND COUNTY ROAD 31 ABOUT 15.8 MI (25.4 KM)
 DP4949'NORTH-NORTHEAST OF OLGA, GO WEST ON COUNTY ROAD 74 (BERMONT ROAD) FOR
 DP4949'2.9 MI (4.7 KM) TO A WELL SITE ON THE LEFT AND THE MARK, AN ALUMINUM
 DP4949'ROD DRIVEN TO A DEPTH OF 10.0 FT (3.0 M) WITH A SURVEY DISK SET ON THE
 DP4949'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT UNKNOWN DEPTH,
 DP4949'FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 74 (BERMONT ROAD).
 DP4949'
 DP4949'LOCATED 123.0 FT (37.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE
 DP4949'ROAD 74, 69.5 FT (21.2 M) SOUTHEAST OF SURVEY MARK SOUTH 638, 37.4 FT
 DP4949'(11.4 M) EAST OF THE APPROXIMATE CENTERLINE OF THE GATE ENTRANCE TO
 DP4949'THE WELL SITE AND 0.5 FT (15 CM) WEST OF A CARSONITE WITNESS POST.
 DP4949'
 DP4949'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0085 ***********************************************************************
 AL0085  DESIGNATION -  251
 AL0085  PID         -  AL0085
 AL0085  STATE/COUNTY-  FL/PINELLAS
 AL0085  COUNTRY     -  US
 AL0085  USGS QUAD   -  OLDSMAR (2018)
 AL0085
 AL0085                         *CURRENT SURVEY CONTROL
 AL0085  ______________________________________________________________________
 AL0085* NAD 83(1986) POSITION- 28 03 07.     (N) 082 44 17.     (W)   SCALED
 AL0085* NAVD 88 ORTHO HEIGHT -    16.670 (meters)       54.69  (feet) ADJUSTED
 AL0085  ______________________________________________________________________
 AL0085  GEOID HEIGHT    -        -24.902 (meters)                     GEOID18
 AL0085  DYNAMIC HEIGHT  -         16.646 (meters)       54.61  (feet) COMP
 AL0085  MODELED GRAVITY -    979,188.0   (mgal)                       NAVD 88
 AL0085
 AL0085  VERT ORDER      -  SECOND    CLASS II
 AL0085
 AL0085.The horizontal coordinates were scaled from a map and have
 AL0085.an estimated accuracy of +/- 6 seconds.
 AL0085
 AL0085.The orthometric height was determined by differential leveling and
 AL0085.adjusted by the NATIONAL GEODETIC SURVEY
 AL0085.in June 1991.
 AL0085
 AL0085.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0085.GEOID18 height accuracy estimate available here.
 AL0085
 AL0085.Click photographs - Photos may exist for this station.
 AL0085
 AL0085.The dynamic height is computed by dividing the NAVD 88
 AL0085.geopotential number by the normal gravity value computed on the
 AL0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0085.degrees latitude (g = 980.6199 gals.).
 AL0085
 AL0085.The modeled gravity was interpolated from observed gravity values.
 AL0085
 AL0085;                    North         East    Units  Estimated Accuracy
 AL0085;SPC FL W     -   412,190.      127,440.      MT  (+/- 180 meters Scaled)
 AL0085
 AL0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291041(NAD 83)
 AL0085
 AL0085                          SUPERSEDED SURVEY CONTROL
 AL0085
 AL0085  NGVD 29 (??/??/92)   16.929  (m)           55.54   (f) ADJ UNCH    2 2
 AL0085
 AL0085.Superseded values are not recommended for survey control.
 AL0085
 AL0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0085.See file dsdata.pdf to determine how the superseded data were derived.
 AL0085
 AL0085_MARKER: DD = SURVEY DISK
 AL0085_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0085_SP_SET: CULVERT HEADWALL
 AL0085_STAMPING: 251
 AL0085_MARK LOGO: FLSRD
 AL0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0085+STABILITY: SURFACE MOTION
 AL0085
 AL0085  HISTORY     - Date     Condition        Report By
 AL0085  HISTORY     - UNK      MONUMENTED       FLHD
 AL0085  HISTORY     - 1976     GOOD             FLDT
 AL0085  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0085
 AL0085                          STATION DESCRIPTION
 AL0085
 AL0085'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0085'5.2 MI S FROM TARPON SPRINGS.
 AL0085'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0085'584, RUN SOUTHERLY ON U.S. 19 FOR 1.0 MILE.  STATION ON LEFT,
 AL0085'61.5 FT. EAST OF THE CENTERLINE OF U.S. 19, 147.0 FT. N/NW OF
 AL0085'POWER POLE, NUMBER 2-9431.  SET IN TOP OF CONCRETE HEADWALL.
 AL0085'SECTION 18, T28S, R16E.
 AL0085
 AL0085                          STATION RECOVERY (1984)
 AL0085
 AL0085'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0085'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4952 ***********************************************************************
 DP4952  DESIGNATION -  25101 A
 DP4952  PID         -  DP4952
 DP4952  STATE/COUNTY-  FL/CHARLOTTE
 DP4952  COUNTRY     -  US
 DP4952  USGS QUAD   -  CLEVELAND (2018)
 DP4952
 DP4952                         *CURRENT SURVEY CONTROL
 DP4952  ______________________________________________________________________
 DP4952* NAD 83(1986) POSITION- 26 56 48.1    (N) 081 55 46.9    (W)   HD_HELD2
 DP4952* NAVD 88 ORTHO HEIGHT -     5.813 (meters)       19.07  (feet) ADJUSTED
 DP4952  ______________________________________________________________________
 DP4952  GEOID HEIGHT    -        -24.182 (meters)                     GEOID18
 DP4952  DYNAMIC HEIGHT  -          5.804 (meters)       19.04  (feet) COMP
 DP4952  MODELED GRAVITY -    979,108.0   (mgal)                       NAVD 88
 DP4952
 DP4952  VERT ORDER      -  FIRST     CLASS II
 DP4952
 DP4952.The horizontal coordinates were established by autonomous hand held GPS
 DP4952.observations and have an estimated accuracy of +/- 10 meters.
 DP4952
 DP4952.The orthometric height was determined by differential leveling and
 DP4952.adjusted by the NATIONAL GEODETIC SURVEY
 DP4952.in February 2015.
 DP4952
 DP4952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4952.GEOID18 height accuracy estimate available here.
 DP4952
 DP4952.Click photographs - Photos may exist for this station.
 DP4952
 DP4952.The dynamic height is computed by dividing the NAVD 88
 DP4952.geopotential number by the normal gravity value computed on the
 DP4952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4952.degrees latitude (g = 980.6199 gals.).
 DP4952
 DP4952.The modeled gravity was interpolated from observed gravity values.
 DP4952
 DP4952;                    North         East    Units  Estimated Accuracy
 DP4952;SPC FL W     -   289,500.      206,981.      MT  (+/- 10 meters HH2 GPS)
 DP4952
 DP4952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0771480870(NAD 83)
 DP4952
 DP4952                          SUPERSEDED SURVEY CONTROL
 DP4952
 DP4952.No superseded survey control is available for this station.
 DP4952
 DP4952_MARKER: DD = SURVEY DISK
 DP4952_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4952_STAMPING: 25101 A 2009
 DP4952_MARK LOGO: SFLWMD
 DP4952_PROJECTION: FLUSH
 DP4952_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4952+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2018
 DP4952_ROD/PIPE-DEPTH: 3.0 meters
 DP4952
 DP4952  HISTORY     - Date     Condition        Report By
 DP4952  HISTORY     - 2009     MONUMENTED       SWFWMD
 DP4952  HISTORY     - 20140214 GOOD             FLDEP
 DP4952  HISTORY     - 20180823 GOOD             DMKINC
 DP4952
 DP4952                          STATION DESCRIPTION
 DP4952
 DP4952'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4952'THE MARK IS ABOUT 9.8 MI (15.8 KM) SOUTH OF FORT OGDEN, 7.3 MI (11.7
 DP4952'KM) EAST OF PUNTA GORDA, 3.5 MI (5.6 KM) EAST-SOUTHEAST OF CLEVELAND,
 DP4952'IN SECTION 5, TOWNSHIP 41 SOUTH, RANGE 24 EAST.
 DP4952'
 DP4952'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP4952'ROAD 74 (BERMONT ROAD) ON THE SOUTH SIDE OF CLEVELAND, GO EAST ON
 DP4952'COUNTY ROAD 74 (BERMONT ROAD) FOR 4.45 MI (7.2 KM) TO THE WELL SITE ON
 DP4952'THE RIGHT AND THE MARK, AN ALUMINUM ROD DRIVEN TO A DEPTH OF 10.0 FT
 DP4952'(3.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP4952'ROUND CONCRETE MONUMENT UNKNOWN DEPTH, FLUSH WITH THE GROUND AND 1.0
 DP4952'FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD 74 (BERMONT ROAD).
 DP4952'
 DP4952'LOCATED 47.0 FT (14.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE
 DP4952'ROAD 74, 30.3 FT (9.2 M) SOUTH OF A STEEL GUARD RAIL, 12.2 FT (3.7 M)
 DP4952'WEST OF SURVEY MARK 25101 B, 1.7 FT (0.5 M) WEST OF A 4.0 FT (1.2 M)
 DP4952'TALL STEEL WELL BOX AND 0.7 FT (21 CM) NORTH OF A CARSONITE WITNESS
 DP4952'POST.
 DP4952'
 DP4952'NOTE UNKNOWN MAGNETISM.
 DP4952
 DP4952                          STATION RECOVERY (2018)
 DP4952
 DP4952'RECOVERY NOTE BY DMK ASSOCIATES INC 2018 (WWM)
 DP4952'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4951 ***********************************************************************
 DP4951  DESIGNATION -  25101 B
 DP4951  PID         -  DP4951
 DP4951  STATE/COUNTY-  FL/CHARLOTTE
 DP4951  COUNTRY     -  US
 DP4951  USGS QUAD   -  CLEVELAND (2018)
 DP4951
 DP4951                         *CURRENT SURVEY CONTROL
 DP4951  ______________________________________________________________________
 DP4951* NAD 83(1986) POSITION- 26 56 47.8    (N) 081 55 46.3    (W)   HD_HELD2
 DP4951* NAVD 88 ORTHO HEIGHT -     5.778 (meters)       18.96  (feet) ADJUSTED
 DP4951  ______________________________________________________________________
 DP4951  GEOID HEIGHT    -        -24.182 (meters)                     GEOID18
 DP4951  DYNAMIC HEIGHT  -          5.769 (meters)       18.93  (feet) COMP
 DP4951  MODELED GRAVITY -    979,107.9   (mgal)                       NAVD 88
 DP4951
 DP4951  VERT ORDER      -  FIRST     CLASS II
 DP4951
 DP4951.The horizontal coordinates were established by autonomous hand held GPS
 DP4951.observations and have an estimated accuracy of +/- 10 meters.
 DP4951
 DP4951.The orthometric height was determined by differential leveling and
 DP4951.adjusted by the NATIONAL GEODETIC SURVEY
 DP4951.in February 2015.
 DP4951
 DP4951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4951.GEOID18 height accuracy estimate available here.
 DP4951
 DP4951.Click photographs - Photos may exist for this station.
 DP4951
 DP4951.The dynamic height is computed by dividing the NAVD 88
 DP4951.geopotential number by the normal gravity value computed on the
 DP4951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4951.degrees latitude (g = 980.6199 gals.).
 DP4951
 DP4951.The modeled gravity was interpolated from observed gravity values.
 DP4951
 DP4951;                    North         East    Units  Estimated Accuracy
 DP4951;SPC FL W     -   289,491.      206,998.      MT  (+/- 10 meters HH2 GPS)
 DP4951
 DP4951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0773080861(NAD 83)
 DP4951
 DP4951                          SUPERSEDED SURVEY CONTROL
 DP4951
 DP4951.No superseded survey control is available for this station.
 DP4951
 DP4951_MARKER: DD = SURVEY DISK
 DP4951_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4951_STAMPING: 25101 B 2009
 DP4951_MARK LOGO: SFLWMD
 DP4951_PROJECTION: FLUSH
 DP4951_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4951+STABILITY: SURFACE MOTION
 DP4951_ROD/PIPE-DEPTH: 3.0 meters
 DP4951
 DP4951  HISTORY     - Date     Condition        Report By
 DP4951  HISTORY     - 2009     MONUMENTED       SWFWMD
 DP4951  HISTORY     - 20140228 GOOD             FLDEP
 DP4951
 DP4951                          STATION DESCRIPTION
 DP4951
 DP4951'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4951'THE MARK IS ABOUT 9.8 MI (15.8 KM) SOUTH OF FORT OGDEN, 7.3 MI (11.7
 DP4951'KM) EAST OF PUNTA GORDA, 3.5 MI (5.6 KM) EAST-SOUTHEAST OF CLEVELAND,
 DP4951'IN SECTION 5, TOWNSHIP 41 SOUTH, RANGE 24 EAST.
 DP4951'
 DP4951'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP4951'ROAD 74 (BERMONT ROAD) ON THE SOUTH SIDE OF CLEVELAND, GO EAST ON
 DP4951'COUNTY ROAD 74 (BERMONT ROAD) FOR 4.45 MI (7.2 KM) TO THE WELL SITE ON
 DP4951'THE RIGHT AND THE MARK, AN ALUMINUM ROD DRIVEN TO A DEPTH OF 10.0 FT
 DP4951'(3.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP4951'ROUND CONCRETE MONUMENT UNKNOWN DEPTH, FLUSH WITH THE GROUND AND 1.0
 DP4951'FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD 74 (BERMONT ROAD).
 DP4951'
 DP4951'LOCATED 46.3 FT (14.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE
 DP4951'ROAD 74, 29.4 FT (9.0 M) SOUTH OF A STEEL GUARD RAIL, 12.2 FT (3.7 M)
 DP4951'EAST OF SURVEY MARK 25101 A, 11.3 FT (3.4 M) EAST OF A 4.0 FT (1.2 M)
 DP4951'TALL STEEL WELL BOX AND 0.7 FT (21 CM) NORTH OF A CARSONITE WITNESS
 DP4951'POST.
 DP4951'
 DP4951'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4955 ***********************************************************************
 DP4955  DESIGNATION -  25102 A
 DP4955  PID         -  DP4955
 DP4955  STATE/COUNTY-  FL/CHARLOTTE
 DP4955  COUNTRY     -  US
 DP4955  USGS QUAD   -  PUNTA GORDA SE (2018)
 DP4955
 DP4955                         *CURRENT SURVEY CONTROL
 DP4955  ______________________________________________________________________
 DP4955* NAD 83(1986) POSITION- 26 51 40.7    (N) 082 00 23.0    (W)   HD_HELD2
 DP4955* NAVD 88 ORTHO HEIGHT -     5.904 (meters)       19.37  (feet) ADJUSTED
 DP4955  ______________________________________________________________________
 DP4955  GEOID HEIGHT    -        -24.004 (meters)                     GEOID18
 DP4955  DYNAMIC HEIGHT  -          5.895 (meters)       19.34  (feet) COMP
 DP4955  MODELED GRAVITY -    979,106.0   (mgal)                       NAVD 88
 DP4955
 DP4955  VERT ORDER      -  FIRST     CLASS II
 DP4955
 DP4955.The horizontal coordinates were established by autonomous hand held GPS
 DP4955.observations and have an estimated accuracy of +/- 10 meters.
 DP4955
 DP4955.The orthometric height was determined by differential leveling and
 DP4955.adjusted by the NATIONAL GEODETIC SURVEY
 DP4955.in February 2015.
 DP4955
 DP4955.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4955.GEOID18 height accuracy estimate available here.
 DP4955
 DP4955.Click photographs - Photos may exist for this station.
 DP4955
 DP4955.The dynamic height is computed by dividing the NAVD 88
 DP4955.geopotential number by the normal gravity value computed on the
 DP4955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4955.degrees latitude (g = 980.6199 gals.).
 DP4955
 DP4955.The modeled gravity was interpolated from observed gravity values.
 DP4955
 DP4955;                    North         East    Units  Estimated Accuracy
 DP4955;SPC FL W     -   280,037.      199,365.      MT  (+/- 10 meters HH2 GPS)
 DP4955
 DP4955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0002571470(NAD 83)
 DP4955
 DP4955                          SUPERSEDED SURVEY CONTROL
 DP4955
 DP4955.No superseded survey control is available for this station.
 DP4955
 DP4955_MARKER: DD = SURVEY DISK
 DP4955_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4955_STAMPING: 25102 A 2014
 DP4955_MARK LOGO: SWFWMD
 DP4955_PROJECTION: RECESSED 8 CENTIMETERS
 DP4955_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4955+STABILITY: SURFACE MOTION
 DP4955_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4955+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 DP4955_ROD/PIPE-DEPTH: 11.4 meters
 DP4955
 DP4955  HISTORY     - Date     Condition        Report By
 DP4955  HISTORY     - 20140312 MONUMENTED       FLDEP
 DP4955
 DP4955                          STATION DESCRIPTION
 DP4955
 DP4955'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP4955'THE MARK IS ABOUT 9.2 MI (14.8 KM) NORTHWEST OF GILCHRIST, 7.0 MI
 DP4955'(11.3 KM) SOUTH-SOUTHWEST OF CLEVELAND, 5.3 MI (8.5 KM)
 DP4955'SOUTH-SOUTHEAST OF PUNTA GORDA, IN SECTION 34, TOWNSHIP 41 SOUTH,
 DP4955'RANGE 23 EAST.
 DP4955'
 DP4955'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41, TUCKERS
 DP4955'GRADE (COUNTY ROAD 762) AND GREEN GULF BOULEVARD, ABOUT 6.0 MI (9.7
 DP4955'KM) SOUTHEAST OF PUNTA GORDA, GO NORTHWEST ON U.S. HIGHWAY 41 FOR 0.25
 DP4955'MI (0.4 KM) TO THE JUNCTION OF NOTRE DAME BOULEVARD ON THE LEFT.  TURN
 DP4955'LEFT ON NOTRE DAME BOULEVARD AND GO WEST FOR 0.95 MI (1.5 KM) TO THE
 DP4955'JUNCTION OF PINETRAIL ROAD ON THE RIGHT.  TURN RIGHT ON PINETRAIL ROAD
 DP4955'AND GO NORTH FOR ABOUT 150.0 FT (45.7 M) TO A WELL SITE ON THE RIGHT
 DP4955'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP4955'DEPTH OF 37.3 FT (11.4 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP4955'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DP4955'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 3.0 FT
 DP4955'(0.9 M) BELOW THE LEVEL OF PINETRAIL ROAD.
 DP4955'
 DP4955'LOCATED 147.0 FT (44.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF NOTRE
 DP4955'DAME BOULEVARD, 60.5 FT (18.4 M) NORTH-NORTHWEST OF SURVEY MARK 25102
 DP4955'B, 58.5 FT (17.8 M) NORTH-NORTHWEST OF WELL NUMBER 25102, 21.8 FT (6.6
 DP4955'M) EAST OF THE APPROXIMATE CENTERLINE OF PINETRAIL ROAD AND 5.0 FT
 DP4955'(1.5 M) WEST OF A CARSONITE WITNESS POST.
 DP4955'
 DP4955'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4955'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4956 ***********************************************************************
 DP4956  DESIGNATION -  25102 B
 DP4956  PID         -  DP4956
 DP4956  STATE/COUNTY-  FL/CHARLOTTE
 DP4956  COUNTRY     -  US
 DP4956  USGS QUAD   -  PUNTA GORDA SE (2018)
 DP4956
 DP4956                         *CURRENT SURVEY CONTROL
 DP4956  ______________________________________________________________________
 DP4956* NAD 83(1986) POSITION- 26 51 40.1    (N) 082 00 22.8    (W)   HD_HELD2
 DP4956* NAVD 88 ORTHO HEIGHT -     6.118 (meters)       20.07  (feet) ADJUSTED
 DP4956  ______________________________________________________________________
 DP4956  GEOID HEIGHT    -        -24.004 (meters)                     GEOID18
 DP4956  DYNAMIC HEIGHT  -          6.108 (meters)       20.04  (feet) COMP
 DP4956  MODELED GRAVITY -    979,105.9   (mgal)                       NAVD 88
 DP4956
 DP4956  VERT ORDER      -  FIRST     CLASS II
 DP4956
 DP4956.The horizontal coordinates were established by autonomous hand held GPS
 DP4956.observations and have an estimated accuracy of +/- 10 meters.
 DP4956
 DP4956.The orthometric height was determined by differential leveling and
 DP4956.adjusted by the NATIONAL GEODETIC SURVEY
 DP4956.in February 2015.
 DP4956
 DP4956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4956.GEOID18 height accuracy estimate available here.
 DP4956
 DP4956.Click photographs - Photos may exist for this station.
 DP4956
 DP4956.The dynamic height is computed by dividing the NAVD 88
 DP4956.geopotential number by the normal gravity value computed on the
 DP4956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4956.degrees latitude (g = 980.6199 gals.).
 DP4956
 DP4956.The modeled gravity was interpolated from observed gravity values.
 DP4956
 DP4956;                    North         East    Units  Estimated Accuracy
 DP4956;SPC FL W     -   280,019.      199,371.      MT  (+/- 10 meters HH2 GPS)
 DP4956
 DP4956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0003171451(NAD 83)
 DP4956
 DP4956                          SUPERSEDED SURVEY CONTROL
 DP4956
 DP4956.No superseded survey control is available for this station.
 DP4956
 DP4956_MARKER: DD = SURVEY DISK
 DP4956_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4956_STAMPING: 25102 B 2014
 DP4956_MARK LOGO: SWFWMD
 DP4956_PROJECTION: RECESSED 5 CENTIMETERS
 DP4956_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4956+STABILITY: SURFACE MOTION
 DP4956_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4956+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 DP4956_ROD/PIPE-DEPTH: 17.1 meters
 DP4956
 DP4956  HISTORY     - Date     Condition        Report By
 DP4956  HISTORY     - 20140312 MONUMENTED       FLDEP
 DP4956
 DP4956                          STATION DESCRIPTION
 DP4956
 DP4956'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP4956'THE MARK IS ABOUT 9.2 MI (14.8 KM) NORTHWEST OF GILCHRIST, 7.0 MI
 DP4956'(11.3 KM) SOUTH-SOUTHWEST OF CLEVELAND, 5.3 MI (8.5 KM)
 DP4956'SOUTH-SOUTHEAST OF PUNTA GORDA, IN SECTION 34, TOWNSHIP 41 SOUTH,
 DP4956'RANGE 23 EAST.
 DP4956'
 DP4956'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41, TUCKERS
 DP4956'GRADE (COUNTY ROAD 762) AND GREEN GULF BOULEVARD, ABOUT 6.0 MI (9.7
 DP4956'KM) SOUTHEAST OF PUNTA GORDA, GO NORTHWEST ON U.S. HIGHWAY 41 FOR 0.25
 DP4956'MI (0.4 KM) TO THE JUNCTION OF NOTRE DAME BOULEVARD ON THE LEFT.  TURN
 DP4956'LEFT ON NOTRE DAME BOULEVARD AND GO WEST FOR 0.95 MI (1.5 KM) TO THE
 DP4956'JUNCTION OF PINETRAIL ROAD ON THE RIGHT.  TURN RIGHT ON PINETRAIL ROAD
 DP4956'AND GO NORTH FOR ABOUT 100.0 FT (30.5 M) TO A WELL SITE ON THE RIGHT
 DP4956'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP4956'DEPTH OF 56.0 FT (17.1 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP4956'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DP4956'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 3.0 FT
 DP4956'(0.9 M) BELOW THE LEVEL OF PINETRAIL ROAD.
 DP4956'
 DP4956'LOCATED 93.0 FT (28.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF NOTRE
 DP4956'DAME BOULEVARD, 60.5 FT (18.4 M) SOUTH-SOUTHEAST OF SURVEY MARK 25102
 DP4956'A, 51.0 FT (15.5 M) EAST OF THE APPROXIMATE CENTERLINE OF PINETRAIL
 DP4956'ROAD AND 3.1 FT (0.9 M) EAST OF WELL NUMBER 25102.
 DP4956'
 DP4956'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4956'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4880 ***********************************************************************
 DP4880  DESIGNATION -  25111 A
 DP4880  PID         -  DP4880
 DP4880  STATE/COUNTY-  FL/CHARLOTTE
 DP4880  COUNTRY     -  US
 DP4880  USGS QUAD   -  CLEVELAND (2018)
 DP4880
 DP4880                         *CURRENT SURVEY CONTROL
 DP4880  ______________________________________________________________________
 DP4880* NAD 83(1986) POSITION- 26 58 30.51   (N) 081 53 14.84   (W)   HD_HELD1
 DP4880* NAVD 88 ORTHO HEIGHT -     4.076 (meters)       13.37  (feet) ADJUSTED
 DP4880  ______________________________________________________________________
 DP4880  GEOID HEIGHT    -        -24.272 (meters)                     GEOID18
 DP4880  DYNAMIC HEIGHT  -          4.069 (meters)       13.35  (feet) COMP
 DP4880  MODELED GRAVITY -    979,108.5   (mgal)                       NAVD 88
 DP4880
 DP4880  VERT ORDER      -  FIRST     CLASS II
 DP4880
 DP4880.The horizontal coordinates were determined by differentially corrected
 DP4880.hand held GPS observations or other comparable positioning techniques
 DP4880.and have an estimated accuracy of +/- 3 meters.
 DP4880
 DP4880.The orthometric height was determined by differential leveling and
 DP4880.adjusted by the NATIONAL GEODETIC SURVEY
 DP4880.in February 2015.
 DP4880
 DP4880.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4880.GEOID18 height accuracy estimate available here.
 DP4880
 DP4880.Click photographs - Photos may exist for this station.
 DP4880
 DP4880.The dynamic height is computed by dividing the NAVD 88
 DP4880.geopotential number by the normal gravity value computed on the
 DP4880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4880.degrees latitude (g = 980.6199 gals.).
 DP4880
 DP4880.The modeled gravity was interpolated from observed gravity values.
 DP4880
 DP4880;                    North         East    Units  Estimated Accuracy
 DP4880;SPC FL W     -   292,654.8     211,172.4     MT  (+/- 3 meters HH1 GPS) 
 DP4880
 DP4880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1192983991(NAD 83)
 DP4880
 DP4880                          SUPERSEDED SURVEY CONTROL
 DP4880
 DP4880.No superseded survey control is available for this station.
 DP4880
 DP4880_MARKER: DB = BENCH MARK DISK
 DP4880_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP4880_SP_SET: BRIDGE CURB
 DP4880_STAMPING: 25111 A
 DP4880_MARK LOGO: FLSRD
 DP4880_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4880+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2018
 DP4880
 DP4880  HISTORY     - Date     Condition        Report By
 DP4880  HISTORY     - UNK      MONUMENTED       FLSRD
 DP4880  HISTORY     - 20140226 GOOD             FLDEP
 DP4880  HISTORY     - 20180201 GOOD             HSS
 DP4880
 DP4880                          STATION DESCRIPTION
 DP4880
 DP4880'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4880'THE MARK IS ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHEAST OF FORT OGDEN, 8.1
 DP4880'MI (13.0 KM) WEST-NORTHWEST OF BERMONT, 6.0 MI (9.7 KM) EAST OF
 DP4880'CLEVELAND, IN SECTION 26, TOWNSHIP 40 SOUTH, RANGE 24 EAST.
 DP4880'
 DP4880'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP4880'ROAD 74 (BERMONT ROAD) ON THE SOUTH SIDE OF CLEVELAND, GO NORTHEAST ON
 DP4880'U.S. HIGHWAY 17 FOR 3.0 MI (4.8 KM) TO THE JUNCTION OF WASHINGTON LOOP
 DP4880'ROAD (COUNTY ROAD 764) ON THE RIGHT.  TURN RIGHT ON WASHINGTON LOOP
 DP4880'ROAD (COUNTY ROAD 764) AND GO EASTERLY FOR 3.75 MI (6.0 KM) TO A CURVE
 DP4880'IN THE ROAD LEADING NORTH.  CONTINUE NORTH ON WASHINGTON LOOP ROAD
 DP4880'(COUNTY ROAD 764) FOR 0.2 MI (0.3 KM) TO A BRIDGE AT SHELL CREEK AND
 DP4880'THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE SOUTHEAST END OF
 DP4880'THE BRIDGE CURB, ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF WASHINGTON
 DP4880'LOOP ROAD (COUNTY ROAD 764).
 DP4880'
 DP4880'LOCATED 84.7 FT (25.8 M) SOUTH-SOUTHEAST OF STREAM GAUGE 25111, 50.7
 DP4880'FT (15.5 M) NORTH OF THE SOUTH END OF A METAL GUARD RAIL, 30.8 FT (9.4
 DP4880'M) NORTH OF POWER POLE NUMBER 35863 AND 14.3 FT (4.4 M) EAST OF THE
 DP4880'APPROXIMATE CENTERLINE OF WASHINGTON LOOP ROAD.
 DP4880
 DP4880                          STATION RECOVERY (2018)
 DP4880
 DP4880'RECOVERY NOTE BY HYATT SURVEY SERVICES 2018 (MTE)
 DP4880'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4881 ***********************************************************************
 DP4881  DESIGNATION -  25111 B
 DP4881  PID         -  DP4881
 DP4881  STATE/COUNTY-  FL/CHARLOTTE
 DP4881  COUNTRY     -  US
 DP4881  USGS QUAD   -  CLEVELAND (2018)
 DP4881
 DP4881                         *CURRENT SURVEY CONTROL
 DP4881  ______________________________________________________________________
 DP4881* NAD 83(1986) POSITION- 26 58 32.09   (N) 081 53 15.07   (W)   HD_HELD1
 DP4881* NAVD 88 ORTHO HEIGHT -     4.069 (meters)       13.35  (feet) ADJUSTED
 DP4881  ______________________________________________________________________
 DP4881  GEOID HEIGHT    -        -24.273 (meters)                     GEOID18
 DP4881  DYNAMIC HEIGHT  -          4.062 (meters)       13.33  (feet) COMP
 DP4881  MODELED GRAVITY -    979,108.6   (mgal)                       NAVD 88
 DP4881
 DP4881  VERT ORDER      -  FIRST     CLASS II
 DP4881
 DP4881.The horizontal coordinates were determined by differentially corrected
 DP4881.hand held GPS observations or other comparable positioning techniques
 DP4881.and have an estimated accuracy of +/- 3 meters.
 DP4881
 DP4881.The orthometric height was determined by differential leveling and
 DP4881.adjusted by the NATIONAL GEODETIC SURVEY
 DP4881.in February 2015.
 DP4881
 DP4881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4881.GEOID18 height accuracy estimate available here.
 DP4881
 DP4881.Click photographs - Photos may exist for this station.
 DP4881
 DP4881.The dynamic height is computed by dividing the NAVD 88
 DP4881.geopotential number by the normal gravity value computed on the
 DP4881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4881.degrees latitude (g = 980.6199 gals.).
 DP4881
 DP4881.The modeled gravity was interpolated from observed gravity values.
 DP4881
 DP4881;                    North         East    Units  Estimated Accuracy
 DP4881;SPC FL W     -   292,703.4     211,166.0     MT  (+/- 3 meters HH1 GPS) 
 DP4881
 DP4881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1192384040(NAD 83)
 DP4881
 DP4881                          SUPERSEDED SURVEY CONTROL
 DP4881
 DP4881.No superseded survey control is available for this station.
 DP4881
 DP4881_MARKER: DB = BENCH MARK DISK
 DP4881_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP4881_SP_SET: BRIDGE WING WALL
 DP4881_STAMPING: 25111 B
 DP4881_MARK LOGO: FLSRD
 DP4881_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4881+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2018
 DP4881
 DP4881  HISTORY     - Date     Condition        Report By
 DP4881  HISTORY     - UNK      MONUMENTED       FLSRD
 DP4881  HISTORY     - 20140226 GOOD             FLDEP
 DP4881  HISTORY     - 20180201 GOOD             HSS
 DP4881
 DP4881                          STATION DESCRIPTION
 DP4881
 DP4881'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4881'THE MARK IS ABOUT 8.7 MI (14.0 KM) SOUTH-SOUTHEAST OF FORT OGDEN, 8.1
 DP4881'MI (13.0 KM) WEST-NORTHWEST OF BERMONT, 6.0 MI (9.7 KM) EAST OF
 DP4881'CLEVELAND, IN SECTION 26, TOWNSHIP 40 SOUTH, RANGE 24 EAST.
 DP4881'
 DP4881'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP4881'ROAD 74 (BERMONT ROAD) ON THE SOUTH SIDE OF CLEVELAND, GO NORTHEAST ON
 DP4881'U.S. HIGHWAY 17 FOR 3.0 MI (4.8 KM) TO THE JUNCTION OF WASHINGTON LOOP
 DP4881'ROAD (COUNTY ROAD 764) ON THE RIGHT.  TURN RIGHT ON WASHINGTON LOOP
 DP4881'ROAD (COUNTY ROAD 764) AND GO EASTERLY FOR 3.75 MI (6.0 KM) TO A CURVE
 DP4881'IN THE ROAD LEADING NORTH.  CONTINUE NORTH ON WASHINGTON LOOP ROAD
 DP4881'(COUNTY ROAD 764) FOR 0.3 MI (0.5 KM) TO A BRIDGE AT SHELL CREEK AND
 DP4881'THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE WING WALL AT THE
 DP4881'NORTHWEST END OF THE BRIDGE, ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF
 DP4881'WASHINGTON LOOP ROAD (COUNTY ROAD 764).
 DP4881'
 DP4881'LOCATED 80.8 FT (24.6 M) NORTH OF STREAM GAUGE 25111, 55.6 FT (16.9 M)
 DP4881'SOUTH OF THE NORTH END OF A METAL GUARD RAIL AND 14.2 FT (4.3 M) WEST
 DP4881'OF THE APPROXIMATE CENTERLINE OF WASHINGTON LOOP ROAD.
 DP4881
 DP4881                          STATION RECOVERY (2018)
 DP4881
 DP4881'RECOVERY NOTE BY HYATT SURVEY SERVICES 2018 (MTE)
 DP4881'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4884 ***********************************************************************
 DP4884  DESIGNATION -  25114 A
 DP4884  PID         -  DP4884
 DP4884  STATE/COUNTY-  FL/CHARLOTTE
 DP4884  COUNTRY     -  US
 DP4884  USGS QUAD   -  CLEVELAND (2018)
 DP4884
 DP4884                         *CURRENT SURVEY CONTROL
 DP4884  ______________________________________________________________________
 DP4884* NAD 83(1986) POSITION- 26 58 37.81   (N) 081 56 09.42   (W)   HD_HELD1
 DP4884* NAVD 88 ORTHO HEIGHT -     3.703 (meters)       12.15  (feet) ADJUSTED
 DP4884  ______________________________________________________________________
 DP4884  GEOID HEIGHT    -        -24.202 (meters)                     GEOID18
 DP4884  DYNAMIC HEIGHT  -          3.697 (meters)       12.13  (feet) COMP
 DP4884  MODELED GRAVITY -    979,110.5   (mgal)                       NAVD 88
 DP4884
 DP4884  VERT ORDER      -  FIRST     CLASS II
 DP4884
 DP4884.The horizontal coordinates were determined by differentially corrected
 DP4884.hand held GPS observations or other comparable positioning techniques
 DP4884.and have an estimated accuracy of +/- 3 meters.
 DP4884
 DP4884.The orthometric height was determined by differential leveling and
 DP4884.adjusted by the NATIONAL GEODETIC SURVEY
 DP4884.in February 2017.
 DP4884
 DP4884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4884.GEOID18 height accuracy estimate available here.
 DP4884
 DP4884.Click photographs - Photos may exist for this station.
 DP4884
 DP4884.The dynamic height is computed by dividing the NAVD 88
 DP4884.geopotential number by the normal gravity value computed on the
 DP4884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4884.degrees latitude (g = 980.6199 gals.).
 DP4884
 DP4884.The modeled gravity was interpolated from observed gravity values.
 DP4884
 DP4884;                    North         East    Units  Estimated Accuracy
 DP4884;SPC FL W     -   292,876.1     206,358.2     MT  (+/- 3 meters HH1 GPS) 
 DP4884
 DP4884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0711884250(NAD 83)
 DP4884
 DP4884                          SUPERSEDED SURVEY CONTROL
 DP4884
 DP4884  NAVD 88 (02/18/15)    3.574  (m)           11.73   (f) SUPERSEDED  1 2
 DP4884
 DP4884.Superseded values are not recommended for survey control.
 DP4884
 DP4884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4884.See file dsdata.pdf to determine how the superseded data were derived.
 DP4884
 DP4884_MARKER: DD = SURVEY DISK
 DP4884_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4884_STAMPING: 25114 A 2008
 DP4884_MARK LOGO: SFLWMD
 DP4884_PROJECTION: FLUSH
 DP4884_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4884+STABILITY: SURFACE MOTION
 DP4884_ROD/PIPE-DEPTH: 3.0 meters
 DP4884
 DP4884  HISTORY     - Date     Condition        Report By
 DP4884  HISTORY     - 20080408 MONUMENTED       SFLWMD
 DP4884  HISTORY     - 20140214 GOOD             FLDEP
 DP4884  HISTORY     - 20161105 GOOD             FLDEP
 DP4884  HISTORY     - 20180201 GOOD             HSS
 DP4884
 DP4884                          STATION DESCRIPTION
 DP4884
 DP4884'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4884'THE MARK IS ABOUT 7.6 MI (12.3 KM) SOUTH OF FORT OGDEN, 7.5 MI (12.1
 DP4884'KM) EAST-NORTHEAST OF PUNTA GORDA, 3.2 MI (5.1 KM) EAST-NORTHEAST OF
 DP4884'CLEVELAND, IN SECTION 20, TOWNSHIP 40 SOUTH, RANGE 24 EAST.
 DP4884'
 DP4884'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP4884'ROAD 74 (BERMONT ROAD) ON THE SOUTH SIDE OF CLEVELAND, GO NORTHEAST ON
 DP4884'U.S. HIGHWAY 17 FOR 3.0 MI (4.8 KM) TO THE JUNCTION OF WASHINGTON LOOP
 DP4884'ROAD (COUNTY ROAD 764) ON THE RIGHT, TURN RIGHT ON WASHINGTON LOOP
 DP4884'ROAD (COUNTY ROAD 764) AND GO EASTERLY FOR 1.7 MI (2.7 KM) TO THE
 DP4884'JUNCTION OF A PAVED ASPHALT ACCESS ROAD ON THE LEFT, TURN LEFT ON THE
 DP4884'ACCESS ROAD AND GO NORTH FOR 0.05 MI (0.1 KM) TO A WELL SITE ON THE
 DP4884'LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO THE DEPTH OF
 DP4884'10.0 FT (3.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30
 DP4884'CM) ROUND CONCRETE MONUMENT UNKNOWN DEPTH, FLUSH WITH THE GROUND AND
 DP4884'LEVEL WITH THE ACCESS ROAD.
 DP4884'
 DP4884'LOCATED 44.0 FT (13.4 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DP4884'ASPHALT ACCESS ROAD, 10.3 FT (3.1 M) NORTHWEST OF A WATER MONITORING
 DP4884'WELL SHAFT, 1.2 FT (0.4 M) SOUTHEAST OF A CHAIN LINK FENCE CORNER AND
 DP4884'0.4 FT (12 CM) SOUTHEAST OF A CARSONITE WITNESS POST.
 DP4884
 DP4884                          STATION RECOVERY (2016)
 DP4884
 DP4884'RECOVERY NOTE BY FL DEPT OF ENV PRO 2016 (MAH)
 DP4884'RECOVERED AS DESCRIBED.
 DP4884
 DP4884                          STATION RECOVERY (2018)
 DP4884
 DP4884'RECOVERY NOTE BY HYATT SURVEY SERVICES 2018 (MTE)
 DP4884'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4885 ***********************************************************************
 DP4885  DESIGNATION -  25114 B
 DP4885  PID         -  DP4885
 DP4885  STATE/COUNTY-  FL/CHARLOTTE
 DP4885  COUNTRY     -  US
 DP4885  USGS QUAD   -  CLEVELAND (2018)
 DP4885
 DP4885                         *CURRENT SURVEY CONTROL
 DP4885  ______________________________________________________________________
 DP4885* NAD 83(1986) POSITION- 26 58 37.62   (N) 081 56 09.42   (W)   HD_HELD1
 DP4885* NAVD 88 ORTHO HEIGHT -     3.574 (meters)       11.73  (feet) ADJUSTED
 DP4885  ______________________________________________________________________
 DP4885  GEOID HEIGHT    -        -24.202 (meters)                     GEOID18
 DP4885  DYNAMIC HEIGHT  -          3.569 (meters)       11.71  (feet) COMP
 DP4885  MODELED GRAVITY -    979,110.5   (mgal)                       NAVD 88
 DP4885
 DP4885  VERT ORDER      -  FIRST     CLASS II
 DP4885
 DP4885.The horizontal coordinates were determined by differentially corrected
 DP4885.hand held GPS observations or other comparable positioning techniques
 DP4885.and have an estimated accuracy of +/- 3 meters.
 DP4885
 DP4885.The orthometric height was determined by differential leveling and
 DP4885.adjusted by the NATIONAL GEODETIC SURVEY
 DP4885.in February 2017.
 DP4885
 DP4885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4885.GEOID18 height accuracy estimate available here.
 DP4885
 DP4885.Click photographs - Photos may exist for this station.
 DP4885
 DP4885.The dynamic height is computed by dividing the NAVD 88
 DP4885.geopotential number by the normal gravity value computed on the
 DP4885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4885.degrees latitude (g = 980.6199 gals.).
 DP4885
 DP4885.The modeled gravity was interpolated from observed gravity values.
 DP4885
 DP4885;                    North         East    Units  Estimated Accuracy
 DP4885;SPC FL W     -   292,870.3     206,358.2     MT  (+/- 3 meters HH1 GPS) 
 DP4885
 DP4885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0711884244(NAD 83)
 DP4885
 DP4885                          SUPERSEDED SURVEY CONTROL
 DP4885
 DP4885  NAVD 88 (02/18/15)    3.703  (m)           12.15   (f) SUPERSEDED  1 2
 DP4885
 DP4885.Superseded values are not recommended for survey control.
 DP4885
 DP4885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP4885.See file dsdata.pdf to determine how the superseded data were derived.
 DP4885
 DP4885_MARKER: DD = SURVEY DISK
 DP4885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4885_STAMPING: 25114 B 2008
 DP4885_MARK LOGO: SFLWMD
 DP4885_PROJECTION: FLUSH
 DP4885_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4885+STABILITY: SURFACE MOTION
 DP4885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4885+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2018
 DP4885_ROD/PIPE-DEPTH: 3.0 meters
 DP4885
 DP4885  HISTORY     - Date     Condition        Report By
 DP4885  HISTORY     - 20080408 MONUMENTED       SFLWMD
 DP4885  HISTORY     - 20140214 GOOD             FLDEP
 DP4885  HISTORY     - 20161105 GOOD             FLDEP
 DP4885  HISTORY     - 20180201 GOOD             HSS
 DP4885
 DP4885                          STATION DESCRIPTION
 DP4885
 DP4885'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4885'THE MARK IS ABOUT 7.6 MI (12.2 KM) SOUTH OF FORT OGDEN, 7.5 MI (12.1
 DP4885'KM) EAST-NORTHEAST OF PUNTA GORDA, 3.2 MI (5.1 KM) EAST-NORTHEAST OF
 DP4885'CLEVELAND, IN SECTION 20, TOWNSHIP 40 SOUTH, RANGE 24 EAST.
 DP4885'
 DP4885'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP4885'ROAD 74 (BERMONT ROAD) ON THE SOUTH SIDE OF CLEVELAND, GO NORTHEAST ON
 DP4885'U.S. HIGHWAY 17 FOR 3.0 MI (4.8 KM) TO THE JUNCTION OF WASHINGTON LOOP
 DP4885'ROAD (COUNTY ROAD 764) ON THE RIGHT.  TURN RIGHT ON WASHINGTON LOOP
 DP4885'ROAD (COUNTY ROAD 764) AND GO EASTERLY FOR 1.7 MI (2.7 KM) TO THE
 DP4885'JUNCTION OF A PAVED ASPHALT ACCESS ROAD ON THE LEFT.  TURN LEFT ON THE
 DP4885'ACCESS ROAD AND GO NORTH FOR 0.05 MI (0.1 KM) TO A WELL SITE ON THE
 DP4885'LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO THE DEPTH OF
 DP4885'10.0 FT (3.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30
 DP4885'CM) ROUND CONCRETE MONUMENT UNKNOWN DEPTH, FLUSH WITH THE GROUND AND
 DP4885'LEVEL WITH THE ACCESS ROAD.
 DP4885'
 DP4885'LOCATED 44.0 FT (13.4 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DP4885'ACCESS ROAD, 8.9 FT (2.7 M) SOUTHEAST OF A WATER MONITORING WELL
 DP4885'SHAFT, 1.7 FT (0.5 M) NORTHEAST OF THE SOUTHWEST CHAIN LINK FENCE
 DP4885'CORNER AND 0.5 FT (15 CM) NORTHEAST OF A CARSONITE WITNESS POST.
 DP4885
 DP4885                          STATION RECOVERY (2016)
 DP4885
 DP4885'RECOVERY NOTE BY FL DEPT OF ENV PRO 2016 (MAH)
 DP4885'RECOVERED AS DESCRIBED.
 DP4885
 DP4885                          STATION RECOVERY (2018)
 DP4885
 DP4885'RECOVERY NOTE BY HYATT SURVEY SERVICES 2018 (MTE)
 DP4885'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8884 ***********************************************************************
 DO8884  DESIGNATION -  25144 A
 DO8884  PID         -  DO8884
 DO8884  STATE/COUNTY-  FL/POLK
 DO8884  COUNTRY     -  US
 DO8884  USGS QUAD   -  INTERCESSION CITY (2018)
 DO8884
 DO8884                         *CURRENT SURVEY CONTROL
 DO8884  ______________________________________________________________________
 DO8884* NAD 83(1986) POSITION- 28 15 33.8    (N) 081 34 48.8    (W)   HD_HELD2
 DO8884* NAVD 88 ORTHO HEIGHT -    32.416 (meters)      106.35  (feet) ADJUSTED
 DO8884  ______________________________________________________________________
 DO8884  GEOID HEIGHT    -        -27.538 (meters)                     GEOID18
 DO8884  DYNAMIC HEIGHT  -         32.368 (meters)      106.19  (feet) COMP
 DO8884  MODELED GRAVITY -    979,158.4   (mgal)                       NAVD 88
 DO8884
 DO8884  VERT ORDER      -  FIRST     CLASS II
 DO8884
 DO8884.The horizontal coordinates were established by autonomous hand held GPS
 DO8884.observations and have an estimated accuracy of +/- 10 meters.
 DO8884
 DO8884.The orthometric height was determined by differential leveling and
 DO8884.adjusted by the NATIONAL GEODETIC SURVEY
 DO8884.in December 2013.
 DO8884
 DO8884.No vertical observational check was made to the station.
 DO8884
 DO8884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8884.GEOID18 height accuracy estimate available here.
 DO8884
 DO8884.Click photographs - Photos may exist for this station.
 DO8884
 DO8884.The dynamic height is computed by dividing the NAVD 88
 DO8884.geopotential number by the normal gravity value computed on the
 DO8884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8884.degrees latitude (g = 980.6199 gals.).
 DO8884
 DO8884.The modeled gravity was interpolated from observed gravity values.
 DO8884
 DO8884;                    North         East    Units  Estimated Accuracy
 DO8884;SPC FL W     -   435,025.      241,189.      MT  (+/- 10 meters HH2 GPS)
 DO8884
 DO8884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4308726073(NAD 83)
 DO8884
 DO8884                          SUPERSEDED SURVEY CONTROL
 DO8884
 DO8884.No superseded survey control is available for this station.
 DO8884
 DO8884_MARKER: DD = SURVEY DISK
 DO8884_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8884_STAMPING: 25144 A 2012
 DO8884_MARK LOGO: SWFWMD
 DO8884_PROJECTION: RECESSED 5 CENTIMETERS
 DO8884_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8884_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8884+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 DO8884_ROD/PIPE-DEPTH: 22.7 meters
 DO8884
 DO8884  HISTORY     - Date     Condition        Report By
 DO8884  HISTORY     - 20120719 MONUMENTED       FLDEP
 DO8884
 DO8884                          STATION DESCRIPTION
 DO8884
 DO8884'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8884'THE MARK IS ABOUT 10.7 MI (17.2 KM) WEST-SOUTHWEST OF KISSIMMEE, 6.9
 DO8884'MI (11.1 KM) NORTH OF DAVENPORT, 4.4 MI (7.1 KM) WEST OF INTERCESSION
 DO8884'CITY, IN SECTION 35, TOWNSHIP 25 SOUTH, RANGE 27 EAST.
 DO8884'
 DO8884'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 532 AND U.S.
 DO8884'HIGHWAY 17-92 IN LOUGHMAN, GO WEST ON COUNTY ROAD 532 FOR 2.3 MI (3.7
 DO8884'KM) TO THE JUNCTION OF POLK CONNECTION ROAD ON THE LEFT.  TURN LEFT ON
 DO8884'POLK CONNECTION ROAD AND GO SOUTH FOR ABOUT 270.0 FT (82.3 M) TO THE
 DO8884'JUNCTION OF OLD LAKE WILSON ROAD ON THE RIGHT AND THE MARK ON THE
 DO8884'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 74.6 FT (22.7 M)
 DO8884'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO8884'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH OLD LAKE
 DO8884'WILSON ROAD.
 DO8884'
 DO8884'LOCATED 95.5 FT (29.1 M) EAST OF SURVEY MARK 25144 B, 73.0 FT (22.3 M)
 DO8884'WEST OF A WOODEN BARB WIRE FENCE CORNER POST, 39.3 FT (12.0 M) SOUTH
 DO8884'OF THE APPROXIMATE CENTERLINE OF OLD LAKE WILSON ROAD, 2.0 FT (0.6 M)
 DO8884'NORTH OF A BARB WIRE FENCE AND 1.5 FT (0.5 M) NORTH OF A CARSONITE
 DO8884'WITNESS POST.
 DO8884'
 DO8884'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8884'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8883 ***********************************************************************
 DO8883  DESIGNATION -  25144 B
 DO8883  PID         -  DO8883
 DO8883  STATE/COUNTY-  FL/POLK
 DO8883  COUNTRY     -  US
 DO8883  USGS QUAD   -  INTERCESSION CITY (2018)
 DO8883
 DO8883                         *CURRENT SURVEY CONTROL
 DO8883  ______________________________________________________________________
 DO8883* NAD 83(1986) POSITION- 28 15 33.8    (N) 081 34 49.3    (W)   HD_HELD2
 DO8883* NAVD 88 ORTHO HEIGHT -    31.968 (meters)      104.88  (feet) ADJUSTED
 DO8883  ______________________________________________________________________
 DO8883  GEOID HEIGHT    -        -27.538 (meters)                     GEOID18
 DO8883  DYNAMIC HEIGHT  -         31.921 (meters)      104.73  (feet) COMP
 DO8883  MODELED GRAVITY -    979,158.4   (mgal)                       NAVD 88
 DO8883
 DO8883  VERT ORDER      -  FIRST     CLASS II
 DO8883
 DO8883.The horizontal coordinates were established by autonomous hand held GPS
 DO8883.observations and have an estimated accuracy of +/- 10 meters.
 DO8883
 DO8883.The orthometric height was determined by differential leveling and
 DO8883.adjusted by the NATIONAL GEODETIC SURVEY
 DO8883.in December 2013.
 DO8883
 DO8883.No vertical observational check was made to the station.
 DO8883
 DO8883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8883.GEOID18 height accuracy estimate available here.
 DO8883
 DO8883.Click photographs - Photos may exist for this station.
 DO8883
 DO8883.The dynamic height is computed by dividing the NAVD 88
 DO8883.geopotential number by the normal gravity value computed on the
 DO8883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8883.degrees latitude (g = 980.6199 gals.).
 DO8883
 DO8883.The modeled gravity was interpolated from observed gravity values.
 DO8883
 DO8883;                    North         East    Units  Estimated Accuracy
 DO8883;SPC FL W     -   435,025.      241,175.      MT  (+/- 10 meters HH2 GPS)
 DO8883
 DO8883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4307426073(NAD 83)
 DO8883
 DO8883                          SUPERSEDED SURVEY CONTROL
 DO8883
 DO8883.No superseded survey control is available for this station.
 DO8883
 DO8883_MARKER: DD = SURVEY DISK
 DO8883_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8883_STAMPING: 25144 B 2012
 DO8883_MARK LOGO: SWFWMD
 DO8883_PROJECTION: RECESSED 5 CENTIMETERS
 DO8883_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8883_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8883+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 DO8883_ROD/PIPE-DEPTH: 21.6 meters
 DO8883
 DO8883  HISTORY     - Date     Condition        Report By
 DO8883  HISTORY     - 20120719 MONUMENTED       FLDEP
 DO8883
 DO8883                          STATION DESCRIPTION
 DO8883
 DO8883'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8883'THE MARK IS ABOUT 10.7 MI (17.2 KM) WEST-SOUTHWEST OF KISSIMMEE, 6.9
 DO8883'MI (11.1 KM) NORTH OF DAVENPORT, 4.4 MI (7.1 KM) WEST OF INTERCESSION
 DO8883'CITY, IN SECTION 35, TOWNSHIP 25 SOUTH, RANGE 27 EAST.
 DO8883'
 DO8883'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 532 AND U.S.
 DO8883'HIGHWAY 17-92 IN LOUGHMAN, GO WEST ON COUNTY ROAD 532 FOR 2.3 MI (3.7
 DO8883'KM) TO THE JUNCTION OF POLK CONNECTION ROAD ON THE LEFT.  TURN LEFT ON
 DO8883'POLK CONNECTION ROAD AND GO SOUTH FOR ABOUT 270.0 FT (82.3 M) TO THE
 DO8883'JUNCTION OF OLD LAKE WILSON ROAD ON THE RIGHT AND THE MARK ON THE
 DO8883'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 70.9 FT (21.6
 DO8883'M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO8883'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH OLD LAKE
 DO8883'WILSON ROAD.
 DO8883'
 DO8883'LOCATED 95.5 FT (29.1 M) WEST OF SURVEY MARK 25144 A, 35.3 FT (10.8 M)
 DO8883'SOUTH OF THE APPROXIMATE CENTERLINE OF OLD LAKE WILSON ROAD, 28.5 FT
 DO8883'(8.7 M) SOUTHEAST OF THE EASTERNMOST 2 WELL HEADS, 3.0 FT (0.9 M)
 DO8883'NORTH OF A BARB WIRE FENCE AND 2.3 FT (0.7 M) NORTH OF A CARSONITE
 DO8883'WITNESS POST.
 DO8883'
 DO8883'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8883'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8949 ***********************************************************************
 DO8949  DESIGNATION -  25168 A
 DO8949  PID         -  DO8949
 DO8949  STATE/COUNTY-  FL/POLK
 DO8949  COUNTRY     -  US
 DO8949  USGS QUAD   -  WINTER HAVEN (2018)
 DO8949
 DO8949                         *CURRENT SURVEY CONTROL
 DO8949  ______________________________________________________________________
 DO8949* NAD 83(1986) POSITION- 28 03 02.3    (N) 081 41 00.1    (W)   HD_HELD2
 DO8949* NAVD 88 ORTHO HEIGHT -    38.109 (meters)      125.03  (feet) ADJUSTED
 DO8949  ______________________________________________________________________
 DO8949  GEOID HEIGHT    -        -26.813 (meters)                     GEOID18
 DO8949  DYNAMIC HEIGHT  -         38.052 (meters)      124.84  (feet) COMP
 DO8949  MODELED GRAVITY -    979,151.5   (mgal)                       NAVD 88
 DO8949
 DO8949  VERT ORDER      -  FIRST     CLASS II
 DO8949
 DO8949.The horizontal coordinates were established by autonomous hand held GPS
 DO8949.observations and have an estimated accuracy of +/- 10 meters.
 DO8949
 DO8949.The orthometric height was determined by differential leveling and
 DO8949.adjusted by the NATIONAL GEODETIC SURVEY
 DO8949.in December 2013.
 DO8949
 DO8949.No vertical observational check was made to the station.
 DO8949
 DO8949.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8949.GEOID18 height accuracy estimate available here.
 DO8949
 DO8949.Click photographs - Photos may exist for this station.
 DO8949
 DO8949.The dynamic height is computed by dividing the NAVD 88
 DO8949.geopotential number by the normal gravity value computed on the
 DO8949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8949.degrees latitude (g = 980.6199 gals.).
 DO8949
 DO8949.The modeled gravity was interpolated from observed gravity values.
 DO8949
 DO8949;                    North         East    Units  Estimated Accuracy
 DO8949;SPC FL W     -   411,861.      231,129.      MT  (+/- 10 meters HH2 GPS)
 DO8949
 DO8949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3284003000(NAD 83)
 DO8949
 DO8949                          SUPERSEDED SURVEY CONTROL
 DO8949
 DO8949.No superseded survey control is available for this station.
 DO8949
 DO8949_MARKER: DD = SURVEY DISK
 DO8949_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8949_STAMPING: 25168 A 2012
 DO8949_MARK LOGO: SWFWMD
 DO8949_PROJECTION: FLUSH
 DO8949_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8949_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8949_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8949+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 DO8949_ROD/PIPE-DEPTH: 4.9 meters
 DO8949
 DO8949  HISTORY     - Date     Condition        Report By
 DO8949  HISTORY     - 20121115 MONUMENTED       FLDEP
 DO8949
 DO8949                          STATION DESCRIPTION
 DO8949
 DO8949'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8949'THE MARK IS ABOUT 5.1 MI (8.2 KM) NORTHEAST OF ELOISE, 4.4 MI (7.1 KM)
 DO8949'WEST-NORTHWEST OF DUNDEE, 3.6 MI (5.8 KM) EAST-NORTHEAST OF WINTER
 DO8949'HAVEN, IN SECTION 14, TOWNSHIP 28 SOUTH, RANGE 26 EAST.  ACCESS CAN BE
 DO8949'OBTAINED BY CALLING SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DO8949'
 DO8949'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO8949'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO8949'NORTHEAST FOR 2.55 MI (4.1 KM) TO THE JUNCTION OF BUCKEYE LOOP ROAD
 DO8949'AND COUNTRY CLUB ROAD ON THE LEFT.  TURN LEFT ON COUNTRY CLUB ROAD AND
 DO8949'GO EAST FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF HICKORY WAY ON THE
 DO8949'LEFT.  TURN LEFT ON HICKORY WAY AND GO NORTH FOR 0.15 MI (0.2 KM) TO
 DO8949'THE END OF HICKORY WAY AND A LOCKED CHAIN LINK FENCE GATE ON THE LEFT.
 DO8949'TURN LEFT AND GO WEST THROUGH THE GATE FOR 0.05 MI (0.1 KM) TO THE
 DO8949'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO8949'16.0 FT (4.9 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DO8949'PIPE FLUSH WITH THE GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF
 DO8949'THE LEVEE ROAD.
 DO8949'
 DO8949'LOCATED 201.5 FT (61.4 M) EAST-NORTHEAST OF SURVEY MARK 25168 B, 163.3
 DO8949'FT (49.8 M) EAST-SOUTHEAST OF THE EAST END OF A CORRUGATED METAL PIPE,
 DO8949'36.6 FT (11.2 M) NORTHEAST OF A 38-INCH (97 CM) DIAMETER LIVE OAK,
 DO8949'26.5 FT (8.1 M) NORTH OF THE CHAIN LINK FENCE, 16.0 FT (4.9 M) NORTH
 DO8949'OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 1.6 FT (0.5 M)
 DO8949'SOUTH OF A CARSONITE WITNESS POST.
 DO8949'
 DO8949'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8949'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8950 ***********************************************************************
 DO8950  DESIGNATION -  25168 B
 DO8950  PID         -  DO8950
 DO8950  STATE/COUNTY-  FL/POLK
 DO8950  COUNTRY     -  US
 DO8950  USGS QUAD   -  WINTER HAVEN (2018)
 DO8950
 DO8950                         *CURRENT SURVEY CONTROL
 DO8950  ______________________________________________________________________
 DO8950* NAD 83(1986) POSITION- 28 03 02.0    (N) 081 41 02.2    (W)   HD_HELD2
 DO8950* NAVD 88 ORTHO HEIGHT -    37.830 (meters)      124.11  (feet) ADJUSTED
 DO8950  ______________________________________________________________________
 DO8950  GEOID HEIGHT    -        -26.811 (meters)                     GEOID18
 DO8950  DYNAMIC HEIGHT  -         37.773 (meters)      123.93  (feet) COMP
 DO8950  MODELED GRAVITY -    979,151.5   (mgal)                       NAVD 88
 DO8950
 DO8950  VERT ORDER      -  FIRST     CLASS II
 DO8950
 DO8950.The horizontal coordinates were established by autonomous hand held GPS
 DO8950.observations and have an estimated accuracy of +/- 10 meters.
 DO8950
 DO8950.The orthometric height was determined by differential leveling and
 DO8950.adjusted by the NATIONAL GEODETIC SURVEY
 DO8950.in December 2013.
 DO8950
 DO8950.No vertical observational check was made to the station.
 DO8950
 DO8950.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8950.GEOID18 height accuracy estimate available here.
 DO8950
 DO8950.Click photographs - Photos may exist for this station.
 DO8950
 DO8950.The dynamic height is computed by dividing the NAVD 88
 DO8950.geopotential number by the normal gravity value computed on the
 DO8950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8950.degrees latitude (g = 980.6199 gals.).
 DO8950
 DO8950.The modeled gravity was interpolated from observed gravity values.
 DO8950
 DO8950;                    North         East    Units  Estimated Accuracy
 DO8950;SPC FL W     -   411,852.      231,072.      MT  (+/- 10 meters HH2 GPS)
 DO8950
 DO8950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3278302991(NAD 83)
 DO8950
 DO8950                          SUPERSEDED SURVEY CONTROL
 DO8950
 DO8950.No superseded survey control is available for this station.
 DO8950
 DO8950_MARKER: DD = SURVEY DISK
 DO8950_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8950_STAMPING: 25168 B 2012
 DO8950_MARK LOGO: SWFWMD
 DO8950_PROJECTION: FLUSH
 DO8950_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8950_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8950_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8950+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 DO8950_ROD/PIPE-DEPTH: 4.8 meters
 DO8950
 DO8950  HISTORY     - Date     Condition        Report By
 DO8950  HISTORY     - 20121115 MONUMENTED       FLDEP
 DO8950
 DO8950                          STATION DESCRIPTION
 DO8950
 DO8950'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8950'THE MARK IS ABOUT 5.1 MI (8.2 KM) NORTHEAST OF ELOISE, 4.4 MI (7.1 KM)
 DO8950'WEST-NORTHWEST OF DUNDEE, 3.6 MI (5.8 KM) EAST-NORTHEAST OF WINTER
 DO8950'HAVEN, IN SECTION 14, TOWNSHIP 28 SOUTH, RANGE 26 EAST.  ACCESS CAN BE
 DO8950'OBTAINED BY CALLING SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DO8950'
 DO8950'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO8950'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO8950'NORTHEAST FOR 2.55 MI (4.1 KM) TO THE JUNCTION OF BUCKEYE LOOP ROAD
 DO8950'AND COUNTRY CLUB ROAD ON THE LEFT.  TURN LEFT ON COUNTRY CLUB ROAD AND
 DO8950'GO EAST FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF HICKORY WAY ON THE
 DO8950'LEFT.  TURN LEFT ON HICKORY WAY AND GO NORTH FOR 0.15 MI (0.2 KM) TO
 DO8950'THE END OF HICKORY WAY AND A LOCKED CHAIN LINK FENCE GATE ON THE LEFT.
 DO8950'TURN LEFT AND GO WEST THROUGH THE GATE FOR 0.1 MI (0.2 KM) TO A
 DO8950'90-DEGREE TURN RIGHT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN
 DO8950'TO REFUSAL AT A DEPTH OF 15.8 FT (4.8 M) WITH AN ALUMINUM DISK ENCASED
 DO8950'IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 3.5 FT
 DO8950'(1.1 M) BELOW THE LEVEL OF THE LEVEE ROAD.
 DO8950'
 DO8950'LOCATED 201.5 FT (61.4 M) WEST-SOUTHWEST OF SURVEY MARK 25168 A, 47.4
 DO8950'FT (14.4 M) SOUTH-SOUTHEAST OF THE CENTER OF A CONCRETE OVERFLOW PIPE,
 DO8950'14.2 FT (4.3 M) EAST OF THE CHAIN LINK FENCE CORNER POST, 13.4 FT (4.1
 DO8950'M) WEST OF THE APPROXIMATE EXTENDED CENTERLINE OF THE NORTH-SOUTH
 DO8950'RUNNING LEVEE ROAD, 2.6 FT (0.8 M) NORTH OF THE CHAIN LINK FENCE AND
 DO8950'2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST.
 DO8950'
 DO8950'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8950'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0086 ***********************************************************************
 AL0086  DESIGNATION -  252
 AL0086  PID         -  AL0086
 AL0086  STATE/COUNTY-  FL/PINELLAS
 AL0086  COUNTRY     -  US
 AL0086  USGS QUAD   -  OLDSMAR (2018)
 AL0086
 AL0086                         *CURRENT SURVEY CONTROL
 AL0086  ______________________________________________________________________
 AL0086* NAD 83(1986) POSITION- 28 03 01.     (N) 082 44 17.     (W)   SCALED
 AL0086* NAVD 88 ORTHO HEIGHT -    18.856 (meters)       61.86  (feet) ADJUSTED
 AL0086  ______________________________________________________________________
 AL0086  GEOID HEIGHT    -        -24.898 (meters)                     GEOID18
 AL0086  DYNAMIC HEIGHT  -         18.829 (meters)       61.77  (feet) COMP
 AL0086  MODELED GRAVITY -    979,187.9   (mgal)                       NAVD 88
 AL0086
 AL0086  VERT ORDER      -  SECOND    CLASS II
 AL0086
 AL0086.The horizontal coordinates were scaled from a map and have
 AL0086.an estimated accuracy of +/- 6 seconds.
 AL0086
 AL0086.The orthometric height was determined by differential leveling and
 AL0086.adjusted by the NATIONAL GEODETIC SURVEY
 AL0086.in June 1991.
 AL0086
 AL0086.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0086.GEOID18 height accuracy estimate available here.
 AL0086
 AL0086.Click photographs - Photos may exist for this station.
 AL0086
 AL0086.The dynamic height is computed by dividing the NAVD 88
 AL0086.geopotential number by the normal gravity value computed on the
 AL0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0086.degrees latitude (g = 980.6199 gals.).
 AL0086
 AL0086.The modeled gravity was interpolated from observed gravity values.
 AL0086
 AL0086;                    North         East    Units  Estimated Accuracy
 AL0086;SPC FL W     -   412,000.      127,440.      MT  (+/- 180 meters Scaled)
 AL0086
 AL0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291039(NAD 83)
 AL0086
 AL0086                          SUPERSEDED SURVEY CONTROL
 AL0086
 AL0086  NGVD 29 (??/??/92)   19.116  (m)           62.72   (f) ADJ UNCH    2 2
 AL0086
 AL0086.Superseded values are not recommended for survey control.
 AL0086
 AL0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0086.See file dsdata.pdf to determine how the superseded data were derived.
 AL0086
 AL0086_MARKER: DD = SURVEY DISK
 AL0086_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0086_SP_SET: CULVERT HEADWALL
 AL0086_STAMPING: 252
 AL0086_MARK LOGO: FLSRD
 AL0086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0086+STABILITY: SURFACE MOTION
 AL0086
 AL0086  HISTORY     - Date     Condition        Report By
 AL0086  HISTORY     - UNK      MONUMENTED       FLHD
 AL0086  HISTORY     - 1976     GOOD             FLDT
 AL0086  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AL0086
 AL0086                          STATION DESCRIPTION
 AL0086
 AL0086'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0086'5.4 MI S FROM TARPON SPRINGS.
 AL0086'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0086'584, RUN SOUTHERLY ON U.S. 19 FOR 1.2 MILE.  STATION ON LEFT,
 AL0086'61.5 FT. EAST OF THE CENTERLINE OF U.S. 19, 80.5 FT. N/NW OF
 AL0086'POWER POLE, NUMBER 12A-6832-R.  SET IN TOP OF CONCRETE
 AL0086'HEADWALL.  SECTION 18, T28S, R16E.
 AL0086
 AL0086                          STATION RECOVERY (1984)
 AL0086
 AL0086'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0086'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4708 ***********************************************************************
 DP4708  DESIGNATION -  25209 A
 DP4708  PID         -  DP4708
 DP4708  STATE/COUNTY-  FL/DE SOTO
 DP4708  COUNTRY     -  US
 DP4708  USGS QUAD   -  LONG ISLAND MARSH SW (2018)
 DP4708
 DP4708                         *CURRENT SURVEY CONTROL
 DP4708  ______________________________________________________________________
 DP4708* NAD 83(1986) POSITION- 27 02 28.0    (N) 081 44 33.0    (W)   HD_HELD2
 DP4708* NAVD 88 ORTHO HEIGHT -    12.290 (meters)       40.32  (feet) ADJUSTED
 DP4708  ______________________________________________________________________
 DP4708  GEOID HEIGHT    -        -24.459 (meters)                     GEOID18
 DP4708  DYNAMIC HEIGHT  -         12.271 (meters)       40.26  (feet) COMP
 DP4708  MODELED GRAVITY -    979,111.0   (mgal)                       NAVD 88
 DP4708
 DP4708  VERT ORDER      -  FIRST     CLASS II
 DP4708
 DP4708.The horizontal coordinates were established by autonomous hand held GPS
 DP4708.observations and have an estimated accuracy of +/- 10 meters.
 DP4708
 DP4708.The orthometric height was determined by differential leveling and
 DP4708.adjusted by the NATIONAL GEODETIC SURVEY
 DP4708.in February 2015.
 DP4708
 DP4708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4708.GEOID18 height accuracy estimate available here.
 DP4708
 DP4708.Click photographs - Photos may exist for this station.
 DP4708
 DP4708.The dynamic height is computed by dividing the NAVD 88
 DP4708.geopotential number by the normal gravity value computed on the
 DP4708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4708.degrees latitude (g = 980.6199 gals.).
 DP4708
 DP4708.The modeled gravity was interpolated from observed gravity values.
 DP4708
 DP4708;                    North         East    Units  Estimated Accuracy
 DP4708;SPC FL W     -   299,985.      225,547.      MT  (+/- 10 meters HH2 GPS)
 DP4708
 DP4708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2635891205(NAD 83)
 DP4708
 DP4708                          SUPERSEDED SURVEY CONTROL
 DP4708
 DP4708.No superseded survey control is available for this station.
 DP4708
 DP4708_MARKER: DD = SURVEY DISK
 DP4708_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4708_STAMPING: 25209 A 2008
 DP4708_MARK LOGO: SWFWMD
 DP4708_PROJECTION: FLUSH
 DP4708_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP4708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4708+STABILITY: SURFACE MOTION
 DP4708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4708+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2013
 DP4708_ROD/PIPE-DEPTH: 3.0 meters
 DP4708
 DP4708  HISTORY     - Date     Condition        Report By
 DP4708  HISTORY     - 20080722 MONUMENTED       SWFWMD
 DP4708  HISTORY     - 20131220 GOOD             FLDEP
 DP4708
 DP4708                          STATION DESCRIPTION
 DP4708
 DP4708'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4708'THE MARK IS ABOUT 12.7 MI (20.4 KM) NORTH OF TUCKERS CORNER, 11.9 MI
 DP4708'(19.1 KM) SOUTHEAST OF NOCATEE, 6.7 MI (10.8 KM) NORTH OF BERMONT, IN
 DP4708'SECTION 32, TOWNSHIP 39 SOUTH, RANGE 26 EAST.  A KEY CAN BE OBTAINED
 DP4708'FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP4708'
 DP4708'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 31 AND THE
 DP4708'DESOTO-CHARLOTTE COUNTY LINE ABOUT 13.0 MI (20.9 KM) SOUTHEAST OF
 DP4708'ARCADIA, GO EAST ON A PRIVATE SHELL ROAD (COUNTY LINE ROAD) FOR 1.7 MI
 DP4708'(2.7 KM) TO A SHELL ROAD ON THE LEFT.  TURN LEFT ON THE SHELL ROAD AND
 DP4708'GO NORTH FOR 0.5 MI (0.8 KM) TO A GATE, ENTER THE GATE AND TURN RIGHT
 DP4708'AND GO EAST FOR 0.1 MI (0.2 KM) TO A WELL SITE ON THE RIGHT AND THE
 DP4708'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO A DEPTH OF 10.0 FT (3.0
 DP4708'M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP4708'CONCRETE MONUMENT UNKNOWN DEPTH, FLUSH WITH THE GROUND AND LEVEL WITH
 DP4708'THE SHELL ROAD.
 DP4708'
 DP4708'LOCATED 86.3 FT (26.3 M) WEST OF SURVEY MARK 25209 B, 3.4 FT (1.0 M)
 DP4708'SOUTH OF AN ANTENNA POLE WITH A SOLAR PANEL ATTACHED, 3.0 FT (0.9 M)
 DP4708'NORTH OF A BARB WIRE FENCE AND 2.3 FT (0.7 M) NORTH OF A CARSONITE
 DP4708'WITNESS POST.
 DP4708'
 DP4708'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4709 ***********************************************************************
 DP4709  DESIGNATION -  25209 B
 DP4709  PID         -  DP4709
 DP4709  STATE/COUNTY-  FL/DE SOTO
 DP4709  COUNTRY     -  US
 DP4709  USGS QUAD   -  LONG ISLAND MARSH SW (2018)
 DP4709
 DP4709                         *CURRENT SURVEY CONTROL
 DP4709  ______________________________________________________________________
 DP4709* NAD 83(1986) POSITION- 27 02 28.0    (N) 081 44 31.9    (W)   HD_HELD2
 DP4709* NAVD 88 ORTHO HEIGHT -    12.279 (meters)       40.29  (feet) ADJUSTED
 DP4709  ______________________________________________________________________
 DP4709  GEOID HEIGHT    -        -24.459 (meters)                     GEOID18
 DP4709  DYNAMIC HEIGHT  -         12.260 (meters)       40.22  (feet) COMP
 DP4709  MODELED GRAVITY -    979,111.0   (mgal)                       NAVD 88
 DP4709
 DP4709  VERT ORDER      -  FIRST     CLASS II
 DP4709
 DP4709.The horizontal coordinates were established by autonomous hand held GPS
 DP4709.observations and have an estimated accuracy of +/- 10 meters.
 DP4709
 DP4709.The orthometric height was determined by differential leveling and
 DP4709.adjusted by the NATIONAL GEODETIC SURVEY
 DP4709.in February 2015.
 DP4709
 DP4709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4709.GEOID18 height accuracy estimate available here.
 DP4709
 DP4709.Click photographs - Photos may exist for this station.
 DP4709
 DP4709.The dynamic height is computed by dividing the NAVD 88
 DP4709.geopotential number by the normal gravity value computed on the
 DP4709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4709.degrees latitude (g = 980.6199 gals.).
 DP4709
 DP4709.The modeled gravity was interpolated from observed gravity values.
 DP4709
 DP4709;                    North         East    Units  Estimated Accuracy
 DP4709;SPC FL W     -   299,985.      225,578.      MT  (+/- 10 meters HH2 GPS)
 DP4709
 DP4709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2638891205(NAD 83)
 DP4709
 DP4709                          SUPERSEDED SURVEY CONTROL
 DP4709
 DP4709.No superseded survey control is available for this station.
 DP4709
 DP4709_MARKER: DD = SURVEY DISK
 DP4709_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4709_STAMPING: 25209 B 2008
 DP4709_MARK LOGO: SWFWMD
 DP4709_PROJECTION: FLUSH
 DP4709_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP4709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4709+STABILITY: SURFACE MOTION
 DP4709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4709+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2013
 DP4709_ROD/PIPE-DEPTH: 3.0 meters
 DP4709
 DP4709  HISTORY     - Date     Condition        Report By
 DP4709  HISTORY     - 20080722 MONUMENTED       SWFWMD
 DP4709  HISTORY     - 20131220 GOOD             FLDEP
 DP4709
 DP4709                          STATION DESCRIPTION
 DP4709
 DP4709'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4709'THE MARK IS ABOUT 12.7 MI (20.4 KM) NORTH OF TUCKERS CORNER, 11.9 MI
 DP4709'(19.1 KM) SOUTHEAST OF NOCATEE, 6.7 MI (10.8 KM) NORTH OF BERMONT, IN
 DP4709'SECTION 32, TOWNSHIP 39 SOUTH, RANGE 26 EAST.  A KEY CAN BE OBTAINED
 DP4709'FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP4709'
 DP4709'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 31 AND THE
 DP4709'DESOTO-CHARLOTTE COUNTY LINE ABOUT 13.0 MI (20.9 KM) SOUTHEAST OF
 DP4709'ARCADIA, GO EAST ON A PRIVATE SHELL ROAD (COUNTY LINE ROAD) FOR 1.7 MI
 DP4709'(2.7 KM) TO A SHELL ROAD ON THE LEFT.  TURN LEFT ON THE SHELL ROAD AND
 DP4709'GO NORTH FOR 0.5 MI (0.8 KM) TO A GATE, ENTER THE GATE AND TURN RIGHT
 DP4709'AND GO EAST FOR 0.1 MI (0.2 KM) TO A WELL SITE ON THE RIGHT AND THE
 DP4709'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO A DEPTH OF 10.0 FT (3.0
 DP4709'M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP4709'CONCRETE MONUMENT UNKNOWN DEPTH, FLUSH WITH THE GROUND AND LEVEL WITH
 DP4709'THE SHELL ROAD.
 DP4709'
 DP4709'LOCATED 86.3 FT (26.3 M) EAST OF SURVEY MARK 25209 A, 4.1 FT (1.2 M)
 DP4709'SOUTH OF AN ANTENNA POLE WITH A SOLAR PANEL ATTACHED, 4.3 FT (1.3 M)
 DP4709'NORTH OF A BARB WIRE FENCE AND 3.5 FT (1.1 M) NORTH OF A CARSONITE
 DP4709'WITNESS POST.
 DP4709'
 DP4709'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8917 ***********************************************************************
 DO8917  DESIGNATION -  25226 A
 DO8917  PID         -  DO8917
 DO8917  STATE/COUNTY-  FL/POLK
 DO8917  COUNTRY     -  US
 DO8917  USGS QUAD   -  DUNDEE (2018)
 DO8917
 DO8917                         *CURRENT SURVEY CONTROL
 DO8917  ______________________________________________________________________
 DO8917* NAD 83(1986) POSITION- 28 05 30.0    (N) 081 36 24.2    (W)   HD_HELD2
 DO8917* NAVD 88 ORTHO HEIGHT -    57.502 (meters)      188.65  (feet) ADJUSTED
 DO8917  ______________________________________________________________________
 DO8917  GEOID HEIGHT    -        -27.104 (meters)                     GEOID18
 DO8917  DYNAMIC HEIGHT  -         57.416 (meters)      188.37  (feet) COMP
 DO8917  MODELED GRAVITY -    979,150.6   (mgal)                       NAVD 88
 DO8917
 DO8917  VERT ORDER      -  FIRST     CLASS II
 DO8917
 DO8917.The horizontal coordinates were established by autonomous hand held GPS
 DO8917.observations and have an estimated accuracy of +/- 10 meters.
 DO8917
 DO8917.The orthometric height was determined by differential leveling and
 DO8917.adjusted by the NATIONAL GEODETIC SURVEY
 DO8917.in December 2013.
 DO8917
 DO8917.No vertical observational check was made to the station.
 DO8917
 DO8917.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8917.GEOID18 height accuracy estimate available here.
 DO8917
 DO8917.Click photographs - Photos may exist for this station.
 DO8917
 DO8917.The dynamic height is computed by dividing the NAVD 88
 DO8917.geopotential number by the normal gravity value computed on the
 DO8917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8917.degrees latitude (g = 980.6199 gals.).
 DO8917
 DO8917.The modeled gravity was interpolated from observed gravity values.
 DO8917
 DO8917;                    North         East    Units  Estimated Accuracy
 DO8917;SPC FL W     -   416,429.      238,649.      MT  (+/- 10 meters HH2 GPS)
 DO8917
 DO8917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4039507505(NAD 83)
 DO8917
 DO8917                          SUPERSEDED SURVEY CONTROL
 DO8917
 DO8917.No superseded survey control is available for this station.
 DO8917
 DO8917_MARKER: DD = SURVEY DISK
 DO8917_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8917_STAMPING: 25226 A 2012
 DO8917_MARK LOGO: SWFWMD
 DO8917_PROJECTION: FLUSH
 DO8917_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8917+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DO8917_ROD/PIPE-DEPTH: 8.5 meters
 DO8917
 DO8917  HISTORY     - Date     Condition        Report By
 DO8917  HISTORY     - 20120718 MONUMENTED       FLDEP
 DO8917
 DO8917                          STATION DESCRIPTION
 DO8917
 DO8917'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8917'THE MARK IS ABOUT 9.1 MI (14.6 KM) EAST-NORTHEAST OF WINTER HAVEN, 4.8
 DO8917'MI (7.7 KM) NORTH OF DUNDEE, 4.8 MI (7.7 KM) SOUTH OF DAVENPORT, IN
 DO8917'SECTION 34, TOWNSHIP 27 SOUTH, RANGE 27 EAST.
 DO8917'
 DO8917'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND STATE
 DO8917'ROAD 17 (U.S. HIGHWAY 27 ALTERNATE AND 10TH STREET SOUTH) IN HAINES
 DO8917'CITY, GO EAST ON STATE ROAD 544 FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF
 DO8917'SOUTH 30TH STREET ON THE LEFT.  TURN LEFT ON SOUTH 30TH STREET AND GO
 DO8917'NORTH FOR 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DO8917'DRIVEN TO REFUSAL AT A DEPTH OF 28.0 FT (8.5 M) WITH AN ALUMINUM
 DO8917'SWFWMD DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO8917'WITH THE GROUND AND LEVEL WITH SOUTH 30TH STREET.
 DO8917'
 DO8917'LOCATED 202.9 FT (61.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF ROE
 DO8917'ROAD, 32.1 FT (9.8 M) EAST OF THE APPROXIMATE CENTERLINE OF SOUTH 30TH
 DO8917'STREET, 28.6 FT (8.7 M) SOUTH OF SURVEY MARK 25226 B, 2.2 FT (0.7 M)
 DO8917'EAST OF A WELL HEAD AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS
 DO8917'POST.
 DO8917'
 DO8917'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8917'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8918 ***********************************************************************
 DO8918  DESIGNATION -  25226 B
 DO8918  PID         -  DO8918
 DO8918  STATE/COUNTY-  FL/POLK
 DO8918  COUNTRY     -  US
 DO8918  USGS QUAD   -  DUNDEE (2018)
 DO8918
 DO8918                         *CURRENT SURVEY CONTROL
 DO8918  ______________________________________________________________________
 DO8918* NAD 83(1986) POSITION- 28 05 30.3    (N) 081 36 24.2    (W)   HD_HELD2
 DO8918* NAVD 88 ORTHO HEIGHT -    57.644 (meters)      189.12  (feet) ADJUSTED
 DO8918  ______________________________________________________________________
 DO8918  GEOID HEIGHT    -        -27.105 (meters)                     GEOID18
 DO8918  DYNAMIC HEIGHT  -         57.557 (meters)      188.83  (feet) COMP
 DO8918  MODELED GRAVITY -    979,150.6   (mgal)                       NAVD 88
 DO8918
 DO8918  VERT ORDER      -  FIRST     CLASS II
 DO8918
 DO8918.The horizontal coordinates were established by autonomous hand held GPS
 DO8918.observations and have an estimated accuracy of +/- 10 meters.
 DO8918
 DO8918.The orthometric height was determined by differential leveling and
 DO8918.adjusted by the NATIONAL GEODETIC SURVEY
 DO8918.in December 2013.
 DO8918
 DO8918.No vertical observational check was made to the station.
 DO8918
 DO8918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8918.GEOID18 height accuracy estimate available here.
 DO8918
 DO8918.Click photographs - Photos may exist for this station.
 DO8918
 DO8918.The dynamic height is computed by dividing the NAVD 88
 DO8918.geopotential number by the normal gravity value computed on the
 DO8918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8918.degrees latitude (g = 980.6199 gals.).
 DO8918
 DO8918.The modeled gravity was interpolated from observed gravity values.
 DO8918
 DO8918;                    North         East    Units  Estimated Accuracy
 DO8918;SPC FL W     -   416,439.      238,649.      MT  (+/- 10 meters HH2 GPS)
 DO8918
 DO8918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4039507514(NAD 83)
 DO8918
 DO8918                          SUPERSEDED SURVEY CONTROL
 DO8918
 DO8918.No superseded survey control is available for this station.
 DO8918
 DO8918_MARKER: DD = SURVEY DISK
 DO8918_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8918_STAMPING: 25226 B 2012
 DO8918_MARK LOGO: SWFWMD
 DO8918_PROJECTION: FLUSH
 DO8918_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8918+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DO8918_ROD/PIPE-DEPTH: 8.5 meters
 DO8918
 DO8918  HISTORY     - Date     Condition        Report By
 DO8918  HISTORY     - 20120718 MONUMENTED       FLDEP
 DO8918
 DO8918                          STATION DESCRIPTION
 DO8918
 DO8918'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8918'THE MARK IS ABOUT 9.1 MI (14.6 KM) EAST-NORTHEAST OF WINTER HAVEN, 4.8
 DO8918'MI (7.7 KM) NORTH OF DUNDEE, 4.8 MI (7.7 KM) SOUTH OF DAVENPORT, IN
 DO8918'SECTION 34, TOWNSHIP 27 SOUTH, RANGE 27 EAST.
 DO8918'
 DO8918'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND STATE
 DO8918'ROAD 17 (U.S. HIGHWAY 27 ALTERNATE AND 10TH STREET SOUTH) IN HAINES
 DO8918'CITY, GO EAST ON STATE ROAD 544 FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF
 DO8918'SOUTH 30TH STREET ON THE LEFT.  TURN LEFT ON SOUTH 30TH STREET AND GO
 DO8918'NORTH FOR 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DO8918'DRIVEN TO REFUSAL AT A DEPTH OF 28.0 FT (8.5 M) WITH AN ALUMINUM
 DO8918'SWFWMD DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO8918'WITH THE GROUND AND LEVEL WITH SOUTH 30TH STREET.
 DO8918'
 DO8918'LOCATED 174.3 FT (53.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF ROE
 DO8918'ROAD, 29.4 FT (9.0 M) EAST OF THE APPROXIMATE CENTERLINE OF SOUTH 30TH
 DO8918'STREET, 28.6 FT (8.7 M) NORTH OF SURVEY MARK 25226 A, 28.2 FT (8.6 M)
 DO8918'NORTH OF A WELL HEAD AND 1.5 FT (0.5 M) NORTHWEST OF A CARSONITE
 DO8918'WITNESS POST.
 DO8918'
 DO8918'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8918'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9746 ***********************************************************************
 DO9746  DESIGNATION -  25227 A
 DO9746  PID         -  DO9746
 DO9746  STATE/COUNTY-  FL/POLK
 DO9746  COUNTRY     -  US
 DO9746  USGS QUAD   -  WINTER HAVEN (2018)
 DO9746
 DO9746                         *CURRENT SURVEY CONTROL
 DO9746  ______________________________________________________________________
 DO9746* NAD 83(1986) POSITION- 28 05 31.9    (N) 081 43 22.8    (W)   HD_HELD2
 DO9746* NAVD 88 ORTHO HEIGHT -    51.958 (meters)      170.47  (feet) ADJUSTED
 DO9746  ______________________________________________________________________
 DO9746  GEOID HEIGHT    -        -26.879 (meters)                     GEOID18
 DO9746  DYNAMIC HEIGHT  -         51.881 (meters)      170.21  (feet) COMP
 DO9746  MODELED GRAVITY -    979,150.1   (mgal)                       NAVD 88
 DO9746
 DO9746  VERT ORDER      -  SECOND    CLASS I
 DO9746
 DO9746.The horizontal coordinates were established by autonomous hand held GPS
 DO9746.observations and have an estimated accuracy of +/- 10 meters.
 DO9746
 DO9746.The orthometric height was determined by differential leveling and
 DO9746.adjusted by the NATIONAL GEODETIC SURVEY
 DO9746.in January 2014.
 DO9746
 DO9746.No vertical observational check was made to the station.
 DO9746
 DO9746.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9746.GEOID18 height accuracy estimate available here.
 DO9746
 DO9746.Click photographs - Photos may exist for this station.
 DO9746
 DO9746.The dynamic height is computed by dividing the NAVD 88
 DO9746.geopotential number by the normal gravity value computed on the
 DO9746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9746.degrees latitude (g = 980.6199 gals.).
 DO9746
 DO9746.The modeled gravity was interpolated from observed gravity values.
 DO9746
 DO9746;                    North         East    Units  Estimated Accuracy
 DO9746;SPC FL W     -   416,456.      227,221.      MT  (+/- 10 meters HH2 GPS)
 DO9746
 DO9746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2897207626(NAD 83)
 DO9746
 DO9746                          SUPERSEDED SURVEY CONTROL
 DO9746
 DO9746.No superseded survey control is available for this station.
 DO9746
 DO9746_MARKER: DD = SURVEY DISK
 DO9746_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9746_STAMPING: 25227 A 2013
 DO9746_MARK LOGO: SFLWMD
 DO9746_PROJECTION: RECESSED 5 CENTIMETERS
 DO9746_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9746+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2022
 DO9746_ROD/PIPE-DEPTH: 5.6 meters
 DO9746
 DO9746  HISTORY     - Date     Condition        Report By
 DO9746  HISTORY     - 20130110 MONUMENTED       FLDEP
 DO9746  HISTORY     - 20220209 GOOD             USPSQD
 DO9746
 DO9746                          STATION DESCRIPTION
 DO9746
 DO9746'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9746'THE MARK IS ABOUT 6.8 MI (10.9 KM) NORTH OF ELOISE, 4.9 MI (7.9 KM)
 DO9746'NORTH OF WINTER HAVEN, 4.4 MI (7.1 KM) EAST-NORTHEAST OF AUBURNDALE,
 DO9746'IN SECTION 32, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9746'
 DO9746'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DO9746'HIGHWAY 92 SOUTH OF LAKE ALFRED, GO NORTH ON U.S. HIGHWAY 17-92 FOR
 DO9746'1.2 MI (1.9 KM) TO THE INTERSECTION OF HAINES BOULEVARD.  TURN RIGHT
 DO9746'ON EAST HAINES BOULEVARD AND GO EAST FOR 0.4 MI (0.6 KM) TO THE
 DO9746'INTERSECTION OF GLENCRUITEN AVENUE.  TURN LEFT ON GLENCRUITEN AVENUE
 DO9746'AND GO NORTH FOR ABOUT 100.0 FT (30.5 M) TO A MONITORING WELL ON THE
 DO9746'RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DO9746'A DEPTH OF 18.5 FT (5.6 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DO9746'(10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DO9746'AND 0.4 FT (12 CM) ABOVE THE LEVEL OF GLENCRUITEN AVENUE.
 DO9746'
 DO9746'LOCATED 113.0 FT (34.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF EAST
 DO9746'HAINES BOULEVARD, 66.3 FT (20.2 M) SOUTH OF POWER POLE NUMBER 341634,
 DO9746'57.8 FT (17.6 M) NORTH OF SURVEY MARK 25227 B, 24.0 FT (7.3 M) EAST OF
 DO9746'THE APPROXIMATE CENTERLINE OF GLENCRUITEN AVENUE, 5.8 FT (1.8 M) EAST
 DO9746'OF THE SIDEWALK AND 4.6 FT (1.4 M) WEST OF A CARSONITE WITNESS POST.
 DO9746'
 DO9746'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9746'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9746
 DO9746                          STATION RECOVERY (2022)
 DO9746
 DO9746'RECOVERY NOTE BY US POWER SQUADRON 2022 (BLL)
 DO9746'WITNESS POST MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9747 ***********************************************************************
 DO9747  DESIGNATION -  25227 B
 DO9747  PID         -  DO9747
 DO9747  STATE/COUNTY-  FL/POLK
 DO9747  COUNTRY     -  US
 DO9747  USGS QUAD   -  WINTER HAVEN (2018)
 DO9747
 DO9747                         *CURRENT SURVEY CONTROL
 DO9747  ______________________________________________________________________
 DO9747* NAD 83(1986) POSITION- 28 05 31.4    (N) 081 43 22.7    (W)   HD_HELD2
 DO9747* NAVD 88 ORTHO HEIGHT -    51.792 (meters)      169.92  (feet) ADJUSTED
 DO9747  ______________________________________________________________________
 DO9747  GEOID HEIGHT    -        -26.878 (meters)                     GEOID18
 DO9747  DYNAMIC HEIGHT  -         51.715 (meters)      169.67  (feet) COMP
 DO9747  MODELED GRAVITY -    979,150.1   (mgal)                       NAVD 88
 DO9747
 DO9747  VERT ORDER      -  SECOND    CLASS I
 DO9747
 DO9747.The horizontal coordinates were established by autonomous hand held GPS
 DO9747.observations and have an estimated accuracy of +/- 10 meters.
 DO9747
 DO9747.The orthometric height was determined by differential leveling and
 DO9747.adjusted by the NATIONAL GEODETIC SURVEY
 DO9747.in January 2014.
 DO9747
 DO9747.No vertical observational check was made to the station.
 DO9747
 DO9747.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9747.GEOID18 height accuracy estimate available here.
 DO9747
 DO9747.Click photographs - Photos may exist for this station.
 DO9747
 DO9747.The dynamic height is computed by dividing the NAVD 88
 DO9747.geopotential number by the normal gravity value computed on the
 DO9747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9747.degrees latitude (g = 980.6199 gals.).
 DO9747
 DO9747.The modeled gravity was interpolated from observed gravity values.
 DO9747
 DO9747;                    North         East    Units  Estimated Accuracy
 DO9747;SPC FL W     -   416,441.      227,224.      MT  (+/- 10 meters HH2 GPS)
 DO9747
 DO9747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2897407610(NAD 83)
 DO9747
 DO9747                          SUPERSEDED SURVEY CONTROL
 DO9747
 DO9747.No superseded survey control is available for this station.
 DO9747
 DO9747_MARKER: DD = SURVEY DISK
 DO9747_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9747_STAMPING: 25227 B 2013
 DO9747_MARK LOGO: SFLWMD
 DO9747_PROJECTION: RECESSED 5 CENTIMETERS
 DO9747_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9747+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2013
 DO9747_ROD/PIPE-DEPTH: 8.4 meters
 DO9747
 DO9747  HISTORY     - Date     Condition        Report By
 DO9747  HISTORY     - 20130110 MONUMENTED       FLDEP
 DO9747
 DO9747                          STATION DESCRIPTION
 DO9747
 DO9747'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9747'THE MARK IS ABOUT 6.8 MI (10.9 KM) NORTH OF ELOISE, 4.9 MI (7.9 KM)
 DO9747'NORTH OF WINTER HAVEN, 4.4 MI (7.1 KM) EAST-NORTHEAST OF AUBURNDALE,
 DO9747'IN SECTION 32, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9747'
 DO9747'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DO9747'HIGHWAY 92 SOUTH OF LAKE ALFRED, GO NORTH ON U.S. HIGHWAY 17-92 FOR
 DO9747'1.2 MI (1.9 KM) TO THE INTERSECTION OF HAINES BOULEVARD.  TURN RIGHT
 DO9747'ON EAST HAINES BOULEVARD AND GO EAST FOR 0.4 MI (0.6 KM) TO THE
 DO9747'INTERSECTION OF GLENCRUITEN AVENUE.  TURN LEFT ON GLENCRUITEN AVENUE
 DO9747'AND GO NORTH FOR ABOUT 60.0 FT (18.3 M) A MONITORING WELL ON THE RIGHT
 DO9747'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO9747'DEPTH OF 27.4 FT (8.4 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10
 DO9747'CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DO9747'0.4 FT (12 CM) ABOVE THE LEVEL OF GLENCRUITEN AVENUE.
 DO9747'
 DO9747'LOCATED 57.8 FT (17.6 M) SOUTH OF SURVEY MARK 25227 A, 55.5 FT (16.9
 DO9747'M) NORTH OF THE APPROXIMATE CENTERLINE OF EAST HAINES BOULEVARD, 23.6
 DO9747'FT (7.2 M) EAST OF THE APPROXIMATE CENTERLINE OF GLENCRUITEN AVENUE,
 DO9747'5.5 FT (1.7 M) EAST OF THE SIDEWALK AND 1.0 FT (0.3 M) EAST OF A
 DO9747'CARSONITE WITNESS POST.
 DO9747'
 DO9747'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9747'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8904 ***********************************************************************
 DO8904  DESIGNATION -  25228 A
 DO8904  PID         -  DO8904
 DO8904  STATE/COUNTY-  FL/POLK
 DO8904  COUNTRY     -  US
 DO8904  USGS QUAD   -  WINTER HAVEN (2018)
 DO8904
 DO8904                         *CURRENT SURVEY CONTROL
 DO8904  ______________________________________________________________________
 DO8904* NAD 83(1986) POSITION- 28 05 50.2    (N) 081 42 32.3    (W)   HD_HELD2
 DO8904* NAVD 88 ORTHO HEIGHT -    39.676 (meters)      130.17  (feet) ADJUSTED
 DO8904  ______________________________________________________________________
 DO8904  GEOID HEIGHT    -        -26.923 (meters)                     GEOID18
 DO8904  DYNAMIC HEIGHT  -         39.617 (meters)      129.98  (feet) COMP
 DO8904  MODELED GRAVITY -    979,149.9   (mgal)                       NAVD 88
 DO8904
 DO8904  VERT ORDER      -  FIRST     CLASS II
 DO8904
 DO8904.The horizontal coordinates were established by autonomous hand held GPS
 DO8904.observations and have an estimated accuracy of +/- 10 meters.
 DO8904
 DO8904.The orthometric height was determined by differential leveling and
 DO8904.adjusted by the NATIONAL GEODETIC SURVEY
 DO8904.in December 2013.
 DO8904
 DO8904.No vertical observational check was made to the station.
 DO8904
 DO8904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8904.GEOID18 height accuracy estimate available here.
 DO8904
 DO8904.Click photographs - Photos may exist for this station.
 DO8904
 DO8904.The dynamic height is computed by dividing the NAVD 88
 DO8904.geopotential number by the normal gravity value computed on the
 DO8904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8904.degrees latitude (g = 980.6199 gals.).
 DO8904
 DO8904.The modeled gravity was interpolated from observed gravity values.
 DO8904
 DO8904;                    North         East    Units  Estimated Accuracy
 DO8904;SPC FL W     -   417,023.      228,599.      MT  (+/- 10 meters HH2 GPS)
 DO8904
 DO8904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3035308181(NAD 83)
 DO8904
 DO8904                          SUPERSEDED SURVEY CONTROL
 DO8904
 DO8904.No superseded survey control is available for this station.
 DO8904
 DO8904_MARKER: DD = SURVEY DISK
 DO8904_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8904_STAMPING: 25228 A 2012
 DO8904_MARK LOGO: SWFWMD
 DO8904_PROJECTION: RECESSED 10 CENTIMETERS
 DO8904_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8904_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8904+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2012
 DO8904_ROD/PIPE-DEPTH: 7.3 meters
 DO8904
 DO8904  HISTORY     - Date     Condition        Report By
 DO8904  HISTORY     - 20120912 MONUMENTED       FLDEP
 DO8904
 DO8904                          STATION DESCRIPTION
 DO8904
 DO8904'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8904'THE MARK IS ABOUT 7.3 MI (11.7 KM) NORTH-NORTHEAST OF ELOISE, 5.4 MI
 DO8904'(8.7 KM) NORTH-NORTHEAST OF WINTER HAVEN, 5.4 MI (8.7 KM)
 DO8904'EAST-NORTHEAST OF AUBURNDALE, IN SECTION 33, TOWNSHIP 27 SOUTH, RANGE
 DO8904'26 EAST.
 DO8904'
 DO8904'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. HIGHWAY 27
 DO8904'OVERPASS AND U.S. HIGHWAYS 17-92 IN HAINES CITY, GO WEST ON U.S.
 DO8904'HIGHWAYS 17-92 FOR 4.4 MI (7.1 KM) TO THE INTERSECTION OF EXPERIMENT
 DO8904'ROAD ON THE RIGHT AND LEE JACKSON ROAD ON THE LEFT.  TURN LEFT ON LEE
 DO8904'JACKSON ROAD AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF
 DO8904'MOSELY ROAD ON THE LEFT.  TURN LEFT ON MOSELY ROAD AND GO EAST FOR
 DO8904'0.15 MI (0.2 KM) TO A CURVE LEFT AND A GRAVEL PRIVATE DRIVEWAY.
 DO8904'CONTINUE EAST ON THE DRIVEWAY FOR 0.1 MI (0.2 KM) TO THE EAST END OF
 DO8904'THE DRIVEWAY AT 725 MOSELY ROAD AND THE MARK ON THE RIGHT, AN ALUMINUM
 DO8904'ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.8 FT (7.3 M) WITH AN ALUMINUM
 DO8904'DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.4 FT (12 CM)
 DO8904'BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE GRAVEL DRIVEWAY
 DO8904'(MOSELY ROAD EXTENSION).
 DO8904'
 DO8904'LOCATED 103.8 FT (31.6 M) NORTH OF SURVEY MARK 25228 B, 13.6 FT (4.1
 DO8904'M) EAST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT 715 MOSLEY
 DO8904'ROAD, 9.0 FT (2.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL
 DO8904'DRIVEWAY (MOSLEY ROAD EXTENSION), 2.1 FT (0.6 M) NORTH OF A WOODEN
 DO8904'POWER POLE NUMBERED 357357 AND 1.8 FT (0.5 M) NORTH OF A CARSONITE
 DO8904'WITNESS POST.
 DO8904'
 DO8904'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8904'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8905 ***********************************************************************
 DO8905  DESIGNATION -  25228 B
 DO8905  PID         -  DO8905
 DO8905  STATE/COUNTY-  FL/POLK
 DO8905  COUNTRY     -  US
 DO8905  USGS QUAD   -  WINTER HAVEN (2018)
 DO8905
 DO8905                         *CURRENT SURVEY CONTROL
 DO8905  ______________________________________________________________________
 DO8905* NAD 83(1986) POSITION- 28 05 49.3    (N) 081 42 32.0    (W)   HD_HELD2
 DO8905* NAVD 88 ORTHO HEIGHT -    39.359 (meters)      129.13  (feet) ADJUSTED
 DO8905  ______________________________________________________________________
 DO8905  GEOID HEIGHT    -        -26.922 (meters)                     GEOID18
 DO8905  DYNAMIC HEIGHT  -         39.300 (meters)      128.94  (feet) COMP
 DO8905  MODELED GRAVITY -    979,149.9   (mgal)                       NAVD 88
 DO8905
 DO8905  VERT ORDER      -  FIRST     CLASS II
 DO8905
 DO8905.The horizontal coordinates were established by autonomous hand held GPS
 DO8905.observations and have an estimated accuracy of +/- 10 meters.
 DO8905
 DO8905.The orthometric height was determined by differential leveling and
 DO8905.adjusted by the NATIONAL GEODETIC SURVEY
 DO8905.in December 2013.
 DO8905
 DO8905.No vertical observational check was made to the station.
 DO8905
 DO8905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8905.GEOID18 height accuracy estimate available here.
 DO8905
 DO8905.Click photographs - Photos may exist for this station.
 DO8905
 DO8905.The dynamic height is computed by dividing the NAVD 88
 DO8905.geopotential number by the normal gravity value computed on the
 DO8905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8905.degrees latitude (g = 980.6199 gals.).
 DO8905
 DO8905.The modeled gravity was interpolated from observed gravity values.
 DO8905
 DO8905;                    North         East    Units  Estimated Accuracy
 DO8905;SPC FL W     -   416,995.      228,607.      MT  (+/- 10 meters HH2 GPS)
 DO8905
 DO8905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3036108153(NAD 83)
 DO8905
 DO8905                          SUPERSEDED SURVEY CONTROL
 DO8905
 DO8905.No superseded survey control is available for this station.
 DO8905
 DO8905_MARKER: DD = SURVEY DISK
 DO8905_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8905_STAMPING: 25228 B 2012
 DO8905_MARK LOGO: SWFWMD
 DO8905_PROJECTION: RECESSED 5 CENTIMETERS
 DO8905_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8905+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2012
 DO8905_ROD/PIPE-DEPTH: 4.8 meters
 DO8905
 DO8905  HISTORY     - Date     Condition        Report By
 DO8905  HISTORY     - 20120912 MONUMENTED       FLDEP
 DO8905
 DO8905                          STATION DESCRIPTION
 DO8905
 DO8905'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8905'THE MARK IS ABOUT 7.3 MI (11.7 KM) NORTH-NORTHEAST OF ELOISE, 5.4 MI
 DO8905'(8.7 KM) NORTH-NORTHEAST OF WINTER HAVEN, 5.4 MI (8.7 KM)
 DO8905'EAST-NORTHEAST OF AUBURNDALE, IN SECTION 33, TOWNSHIP 27 SOUTH, RANGE
 DO8905'26 EAST.
 DO8905'
 DO8905'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. HIGHWAY 27
 DO8905'OVERPASS AND U.S. HIGHWAYS 17-92 IN HAINES CITY, GO WEST ON U.S.
 DO8905'HIGHWAYS 17-92 FOR 4.4 MI (7.1 KM) TO THE INTERSECTION OF EXPERIMENT
 DO8905'ROAD ON THE RIGHT AND LEE JACKSON ROAD ON THE LEFT.  TURN LEFT ON LEE
 DO8905'JACKSON ROAD AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF
 DO8905'MOSELY ROAD ON THE LEFT.  TURN LEFT ON MOSELY ROAD AND GO EAST FOR
 DO8905'0.15 MI (0.2 KM) TO A CURVE LEFT AND A GRAVEL PRIVATE DRIVEWAY.
 DO8905'CONTINUE EAST ON THE DRIVEWAY FOR 0.1 MI (0.2 KM) TO THE EAST END OF
 DO8905'THE DRIVEWAY AT 725 MOSELY ROAD AND THE MARK ON THE RIGHT, IN THE
 DO8905'SOUTHWEST CORNER OF THE BRINKERHOFF PROPERTY, AN ALUMINUM ROD DRIVEN
 DO8905'TO REFUSAL AT A DEPTH OF 15.9 FT (4.8 M) WITH AN ALUMINUM DISK ENCASED
 DO8905'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO8905'THE GROUND AND LEVEL WITH THE GRAVEL DRIVEWAY (MOSELY ROAD EXTENSION).
 DO8905'LOCATED 111.2 FT (33.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DO8905'GRAVEL DRIVEWAY (MOSLEY ROAD EXTENSION), 103.8 FT (31.6 M) SOUTH OF
 DO8905'SURVEY MARK 25228 A, 101.0 FT (30.8 M) SOUTH OF A WOODEN POWERPOLE
 DO8905'NUMBERED 357357, 43.5 FT (13.3 M) WEST-NORTHWEST OF A 70-INCH (178 CM)
 DO8905'DIAMETER OAK TREE, 7.2 FT (2.2 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 DO8905'A TOOL SHED AND 2.6 FT (0.8 M) NORTH OF A ROPE FENCE.
 DO8905'
 DO8905'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8905'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9744 ***********************************************************************
 DO9744  DESIGNATION -  25229 A
 DO9744  PID         -  DO9744
 DO9744  STATE/COUNTY-  FL/POLK
 DO9744  COUNTRY     -  US
 DO9744  USGS QUAD   -  WINTER HAVEN (2018)
 DO9744
 DO9744                         *CURRENT SURVEY CONTROL
 DO9744  ______________________________________________________________________
 DO9744* NAD 83(1986) POSITION- 28 05 34.8    (N) 081 44 07.1    (W)   HD_HELD2
 DO9744* NAVD 88 ORTHO HEIGHT -    42.784 (meters)      140.37  (feet) ADJUSTED
 DO9744  ______________________________________________________________________
 DO9744  GEOID HEIGHT    -        -26.857 (meters)                     GEOID18
 DO9744  DYNAMIC HEIGHT  -         42.719 (meters)      140.15  (feet) COMP
 DO9744  MODELED GRAVITY -    979,150.1   (mgal)                       NAVD 88
 DO9744
 DO9744  VERT ORDER      -  SECOND    CLASS I
 DO9744
 DO9744.The horizontal coordinates were established by autonomous hand held GPS
 DO9744.observations and have an estimated accuracy of +/- 10 meters.
 DO9744
 DO9744.The orthometric height was determined by differential leveling and
 DO9744.adjusted by the NATIONAL GEODETIC SURVEY
 DO9744.in January 2014.
 DO9744
 DO9744.No vertical observational check was made to the station.
 DO9744
 DO9744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9744.GEOID18 height accuracy estimate available here.
 DO9744
 DO9744.Click photographs - Photos may exist for this station.
 DO9744
 DO9744.The dynamic height is computed by dividing the NAVD 88
 DO9744.geopotential number by the normal gravity value computed on the
 DO9744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9744.degrees latitude (g = 980.6199 gals.).
 DO9744
 DO9744.The modeled gravity was interpolated from observed gravity values.
 DO9744
 DO9744;                    North         East    Units  Estimated Accuracy
 DO9744;SPC FL W     -   416,543.      226,012.      MT  (+/- 10 meters HH2 GPS)
 DO9744
 DO9744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2776307722(NAD 83)
 DO9744
 DO9744                          SUPERSEDED SURVEY CONTROL
 DO9744
 DO9744.No superseded survey control is available for this station.
 DO9744
 DO9744_MARKER: DD = SURVEY DISK
 DO9744_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9744_STAMPING: 25229 A 2013
 DO9744_MARK LOGO: SFLWMD
 DO9744_PROJECTION: RECESSED 5 CENTIMETERS
 DO9744_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9744+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2013
 DO9744_ROD/PIPE-DEPTH: 7.2 meters
 DO9744
 DO9744  HISTORY     - Date     Condition        Report By
 DO9744  HISTORY     - 20130109 MONUMENTED       FLDEP
 DO9744
 DO9744                          STATION DESCRIPTION
 DO9744
 DO9744'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9744'THE MARK IS ABOUT 6.8 MI (10.9 KM) NORTH OF ELOISE, 4.9 MI (7.9 KM)
 DO9744'NORTH OF WINTER HAVEN, 3.8 MI (6.1 KM) EAST-NORTHEAST OF AUBURNDALE,
 DO9744'IN SECTION 32, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9744'
 DO9744'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DO9744'HIGHWAY 92 SOUTH OF LAKE ALFRED, GO NORTH ON U.S. HIGHWAY 17-92 FOR
 DO9744'1.2 MI (1.9 KM) TO THE INTERSECTION OF HAINES BOULEVARD.  TURN LEFT ON
 DO9744'WEST HAINES BOULEVARD AND GO WEST FOR 0.25 MI (0.4 KM) TO THE
 DO9744'INTERSECTION OF NEKOMA STREET.  TURN RIGHT ON NORTH NEKOMA STREET AND
 DO9744'GO NORTH FOR 0.1 MI (0.2 KM) TO A RAILROAD CROSSING AND THE ENTRANCE
 DO9744'TO LIONS PARK, CURVE LEFT ON NORTH NEKOMA STREET AND GO WEST FOR 0.1
 DO9744'MI (0.2 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO9744'REFUSAL AT A DEPTH OF 23.6 FT (7.2 M) WITH AN ALUMINUM DISK ENCASED IN
 DO9744'A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO9744'THE GROUND AND LEVEL WITH LIONS PARK ROAD.
 DO9744'
 DO9744'LOCATED 101.0 FT (30.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DO9744'RAIL ROAD TRACK, 27.6 FT (8.4 M) EAST OF SURVEY MARK 25229 B, 19.8 FT
 DO9744'(6.0 M) WEST OF LIGHT POLE NUMBER 341929, 13.6 FT (4.1 M) NORTH OF THE
 DO9744'APPROXIMATE CENTERLINE OF LIONS PARK ROAD, 1.2 FT (0.4 M) SOUTH OF A
 DO9744'4.0 FT (1.2 M) TALL CHAIN LINK FENCE AND 1.0 FT (0.3 M) SOUTH OF A
 DO9744'CARSONITE WITNESS POST.
 DO9744'
 DO9744'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9744'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9745 ***********************************************************************
 DO9745  DESIGNATION -  25229 B
 DO9745  PID         -  DO9745
 DO9745  STATE/COUNTY-  FL/POLK
 DO9745  COUNTRY     -  US
 DO9745  USGS QUAD   -  WINTER HAVEN (2018)
 DO9745
 DO9745                         *CURRENT SURVEY CONTROL
 DO9745  ______________________________________________________________________
 DO9745* NAD 83(1986) POSITION- 28 05 35.1    (N) 081 44 07.5    (W)   HD_HELD2
 DO9745* NAVD 88 ORTHO HEIGHT -    42.187 (meters)      138.41  (feet) ADJUSTED
 DO9745  ______________________________________________________________________
 DO9745  GEOID HEIGHT    -        -26.857 (meters)                     GEOID18
 DO9745  DYNAMIC HEIGHT  -         42.124 (meters)      138.20  (feet) COMP
 DO9745  MODELED GRAVITY -    979,150.1   (mgal)                       NAVD 88
 DO9745
 DO9745  VERT ORDER      -  SECOND    CLASS I
 DO9745
 DO9745.The horizontal coordinates were established by autonomous hand held GPS
 DO9745.observations and have an estimated accuracy of +/- 10 meters.
 DO9745
 DO9745.The orthometric height was determined by differential leveling and
 DO9745.adjusted by the NATIONAL GEODETIC SURVEY
 DO9745.in January 2014.
 DO9745
 DO9745.No vertical observational check was made to the station.
 DO9745
 DO9745.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9745.GEOID18 height accuracy estimate available here.
 DO9745
 DO9745.Click photographs - Photos may exist for this station.
 DO9745
 DO9745.The dynamic height is computed by dividing the NAVD 88
 DO9745.geopotential number by the normal gravity value computed on the
 DO9745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9745.degrees latitude (g = 980.6199 gals.).
 DO9745
 DO9745.The modeled gravity was interpolated from observed gravity values.
 DO9745
 DO9745;                    North         East    Units  Estimated Accuracy
 DO9745;SPC FL W     -   416,552.      226,001.      MT  (+/- 10 meters HH2 GPS)
 DO9745
 DO9745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2775307732(NAD 83)
 DO9745
 DO9745                          SUPERSEDED SURVEY CONTROL
 DO9745
 DO9745.No superseded survey control is available for this station.
 DO9745
 DO9745_MARKER: DD = SURVEY DISK
 DO9745_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9745_STAMPING: 25229 B 2013
 DO9745_MARK LOGO: SFLWMD
 DO9745_PROJECTION: RECESSED 5 CENTIMETERS
 DO9745_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9745+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2013
 DO9745_ROD/PIPE-DEPTH: 5.1 meters
 DO9745
 DO9745  HISTORY     - Date     Condition        Report By
 DO9745  HISTORY     - 20130109 MONUMENTED       FLDEP
 DO9745
 DO9745                          STATION DESCRIPTION
 DO9745
 DO9745'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9745'THE MARK IS ABOUT 6.8 MI (10.9 KM) NORTH OF ELOISE, 4.9 MI (7.9 KM)
 DO9745'NORTH OF WINTER HAVEN, 3.8 MI (6.1 KM) EAST-NORTHEAST OF AUBURNDALE,
 DO9745'IN SECTION 32, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9745'
 DO9745'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DO9745'HIGHWAY 92 SOUTH OF LAKE ALFRED, GO NORTH ON U.S. HIGHWAY 17-92 FOR
 DO9745'1.2 MI (1.9 KM) TO THE INTERSECTION OF HAINES BOULEVARD.  TURN LEFT ON
 DO9745'WEST HAINES BOULEVARD AND GO WEST FOR 0.25 MI (0.4 KM) TO THE
 DO9745'INTERSECTION OF NEKOMA STREET.  TURN RIGHT ON NORTH NEKOMA STREET AND
 DO9745'GO NORTH FOR 0.1 MI (0.2 KM) TO A RAILROAD CROSSING AND THE ENTRANCE
 DO9745'TO LIONS PARK, CURVE LEFT ON NORTH NEKOMA STREET AND GO WEST FOR 0.1
 DO9745'MI (0.2 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO9745'REFUSAL AT A DEPTH OF 16.6 FT (5.1 M) WITH AN ALUMINUM DISK ENCASED IN
 DO9745'A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO9745'THE GROUND AND LEVEL WITH LIONS PARK ROAD.
 DO9745'
 DO9745'LOCATED 119.0 FT (36.3 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DO9745'THE RAIL ROAD TRACK, 30.0 FT (9.1 M) SOUTH-SOUTHEAST OF A WOODEN POWER
 DO9745'POLE WITH A METER ATTACHED, 27.6 FT (8.4 M) WEST OF SURVEY MARK 25229
 DO9745'A, 23.7 FT (7.2 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE BOAT
 DO9745'RAMP, 1.3 FT (0.4 M) SOUTHWEST OF A 4.0 FT (1.2 M) TALL CHAIN LINK
 DO9745'FENCE AND 1.2 FT (0.4 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9745'
 DO9745'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9745'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9748 ***********************************************************************
 DO9748  DESIGNATION -  25230 A
 DO9748  PID         -  DO9748
 DO9748  STATE/COUNTY-  FL/POLK
 DO9748  COUNTRY     -  US
 DO9748  USGS QUAD   -  WINTER HAVEN (2018)
 DO9748
 DO9748                         *CURRENT SURVEY CONTROL
 DO9748  ______________________________________________________________________
 DO9748* NAD 83(1986) POSITION- 28 05 58.1    (N) 081 43 35.6    (W)   HD_HELD2
 DO9748* NAVD 88 ORTHO HEIGHT -    41.526 (meters)      136.24  (feet) ADJUSTED
 DO9748  ______________________________________________________________________
 DO9748  GEOID HEIGHT    -        -26.895 (meters)                     GEOID18
 DO9748  DYNAMIC HEIGHT  -         41.464 (meters)      136.04  (feet) COMP
 DO9748  MODELED GRAVITY -    979,149.9   (mgal)                       NAVD 88
 DO9748
 DO9748  VERT ORDER      -  SECOND    CLASS I
 DO9748
 DO9748.The horizontal coordinates were established by autonomous hand held GPS
 DO9748.observations and have an estimated accuracy of +/- 10 meters.
 DO9748
 DO9748.The orthometric height was determined by differential leveling and
 DO9748.adjusted by the NATIONAL GEODETIC SURVEY
 DO9748.in January 2014.
 DO9748
 DO9748.No vertical observational check was made to the station.
 DO9748
 DO9748.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9748.GEOID18 height accuracy estimate available here.
 DO9748
 DO9748.Click photographs - Photos may exist for this station.
 DO9748
 DO9748.The dynamic height is computed by dividing the NAVD 88
 DO9748.geopotential number by the normal gravity value computed on the
 DO9748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9748.degrees latitude (g = 980.6199 gals.).
 DO9748
 DO9748.The modeled gravity was interpolated from observed gravity values.
 DO9748
 DO9748;                    North         East    Units  Estimated Accuracy
 DO9748;SPC FL W     -   417,262.      226,870.      MT  (+/- 10 meters HH2 GPS)
 DO9748
 DO9748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2862708434(NAD 83)
 DO9748
 DO9748                          SUPERSEDED SURVEY CONTROL
 DO9748
 DO9748.No superseded survey control is available for this station.
 DO9748
 DO9748_MARKER: DD = SURVEY DISK
 DO9748_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9748_STAMPING: 25230 A 2013
 DO9748_MARK LOGO: SFLWMD
 DO9748_PROJECTION: RECESSED 5 CENTIMETERS
 DO9748_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9748+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2013
 DO9748_ROD/PIPE-DEPTH: 7.7 meters
 DO9748
 DO9748  HISTORY     - Date     Condition        Report By
 DO9748  HISTORY     - 20130110 MONUMENTED       FLDEP
 DO9748
 DO9748                          STATION DESCRIPTION
 DO9748
 DO9748'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9748'THE MARK IS ABOUT 7.3 MI (11.7 KM) NORTH OF ELOISE, 5.4 MI (8.7 KM)
 DO9748'NORTH OF WINTER HAVEN, 4.5 MI (7.2 KM) EAST-NORTHEAST OF AUBURNDALE,
 DO9748'IN SECTION 29, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9748'
 DO9748'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DO9748'HIGHWAY 92 SOUTH OF LAKE ALFRED, GO NORTH ON U.S. HIGHWAY 17-92 FOR
 DO9748'1.2 MI (1.9 KM) TO THE INTERSECTION OF HAINES BOULEVARD.  CONTINUE
 DO9748'NORTH ON U.S. HIGHWAY 17-92 FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF
 DO9748'COUNTY ROAD 557 (WEST POMELO STREET).  TURN LEFT ON COUNTY ROAD 557
 DO9748'(WEST POMELO STREET) AND GO WEST THEN NORTH FOR 0.25 MI (0.4 KM)
 DO9748'CROSSING OVER A RAILROAD CROSSING TO NORTH BUENA VISTA ROAD.  CONTINUE
 DO9748'NORTH ON COUNTY ROAD 557 (NORTH BUENA VISTA ROAD) FOR 0.25 MI (0.4 KM)
 DO9748'TO THE INTERSECTION OF SWOOPE STREET.  TURN RIGHT ON EAST SWOOPE
 DO9748'STREET AND GO EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF ROCHELLE
 DO9748'DRIVE ON THE LEFT.  TURN LEFT ON ROCHELLE DRIVE AND GO NORTH FOR 0.1
 DO9748'MI (0.2 KM) TO THE JUNCTION OF TWIN LAKES BOULEVARD ON THE LEFT AND
 DO9748'NORTH RIDGE ROAD ON THE RIGHT.  TURN LEFT ON TWIN LAKES BOULEVARD AND
 DO9748'GO NORTHEASTERLY FOR ABOUT 50.0 FT (15.2 M) TO U.S. MAIL ADDRESS 590
 DO9748'TWIN LAKES BOULEVARD ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM
 DO9748'ROD DRIVEN TO REFUSAL AT A DEPTH OF 25.2 FT (7.7 M) WITH AN ALUMINUM
 DO9748'DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW
 DO9748'THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL OF TWIN
 DO9748'LAKES BOULEVARD.
 DO9748'
 DO9748'LOCATED 140.0 FT (42.7 M) SOUTH OF A STAFF GAUGE, 115.2 FT (35.1 M)
 DO9748'WEST OF SURVEY MARK 25230 B, 51.3 FT (15.6 M) NORTHEAST OF THE
 DO9748'APPROXIMATE CENTERLINE OF THE DRIVEWAY TO 590 TWIN LAKES BOULEVARD,
 DO9748'14.2 FT (4.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF TWIN LAKES
 DO9748'BOULEVARD AND 1.3 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DO9748'
 DO9748'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9748'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9749 ***********************************************************************
 DO9749  DESIGNATION -  25230 B
 DO9749  PID         -  DO9749
 DO9749  STATE/COUNTY-  FL/POLK
 DO9749  COUNTRY     -  US
 DO9749  USGS QUAD   -  WINTER HAVEN (2018)
 DO9749
 DO9749                         *CURRENT SURVEY CONTROL
 DO9749  ______________________________________________________________________
 DO9749* NAD 83(1986) POSITION- 28 05 58.3    (N) 081 43 34.0    (W)   HD_HELD2
 DO9749* NAVD 88 ORTHO HEIGHT -    41.411 (meters)      135.86  (feet) ADJUSTED
 DO9749  ______________________________________________________________________
 DO9749  GEOID HEIGHT    -        -26.896 (meters)                     GEOID18
 DO9749  DYNAMIC HEIGHT  -         41.349 (meters)      135.66  (feet) COMP
 DO9749  MODELED GRAVITY -    979,149.9   (mgal)                       NAVD 88
 DO9749
 DO9749  VERT ORDER      -  SECOND    CLASS I
 DO9749
 DO9749.The horizontal coordinates were established by autonomous hand held GPS
 DO9749.observations and have an estimated accuracy of +/- 10 meters.
 DO9749
 DO9749.The orthometric height was determined by differential leveling and
 DO9749.adjusted by the NATIONAL GEODETIC SURVEY
 DO9749.in January 2014.
 DO9749
 DO9749.No vertical observational check was made to the station.
 DO9749
 DO9749.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9749.GEOID18 height accuracy estimate available here.
 DO9749
 DO9749.Click photographs - Photos may exist for this station.
 DO9749
 DO9749.The dynamic height is computed by dividing the NAVD 88
 DO9749.geopotential number by the normal gravity value computed on the
 DO9749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9749.degrees latitude (g = 980.6199 gals.).
 DO9749
 DO9749.The modeled gravity was interpolated from observed gravity values.
 DO9749
 DO9749;                    North         East    Units  Estimated Accuracy
 DO9749;SPC FL W     -   417,268.      226,914.      MT  (+/- 10 meters HH2 GPS)
 DO9749
 DO9749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2867108440(NAD 83)
 DO9749
 DO9749                          SUPERSEDED SURVEY CONTROL
 DO9749
 DO9749.No superseded survey control is available for this station.
 DO9749
 DO9749_MARKER: DD = SURVEY DISK
 DO9749_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9749_STAMPING: 25230 B 2013
 DO9749_MARK LOGO: SFLWMD
 DO9749_PROJECTION: RECESSED 5 CENTIMETERS
 DO9749_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9749_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9749+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2013
 DO9749_ROD/PIPE-DEPTH: 7.2 meters
 DO9749
 DO9749  HISTORY     - Date     Condition        Report By
 DO9749  HISTORY     - 20130111 MONUMENTED       FLDEP
 DO9749
 DO9749                          STATION DESCRIPTION
 DO9749
 DO9749'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9749'THE MARK IS ABOUT 7.3 MI (11.7 KM) NORTH OF ELOISE, 5.4 MI (8.7 KM)
 DO9749'NORTH OF WINTER HAVEN, 4.5 MI (7.2 KM) EAST-NORTHEAST OF AUBURNDALE,
 DO9749'IN SECTION 29, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9749'
 DO9749'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DO9749'HIGHWAY 92 SOUTH OF LAKE ALFRED, GO NORTH ON U.S. HIGHWAY 17-92 FOR
 DO9749'1.2 MI (1.9 KM) TO THE INTERSECTION OF HAINES BOULEVARD.  CONTINUE
 DO9749'NORTH ON U.S. HIGHWAY 17-92 FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF
 DO9749'COUNTY ROAD 557 (WEST POMELO STREET).  TURN LEFT ON COUNTY ROAD 557
 DO9749'(WEST POMELO STREET) AND GO WEST THEN NORTH FOR 0.25 MI (0.4 KM)
 DO9749'CROSSING OVER A RAILROAD CROSSING TO NORTH BUENA VISTA ROAD.  CONTINUE
 DO9749'NORTH ON COUNTY ROAD 557 (NORTH BUENA VISTA ROAD) FOR 0.25 MI (0.4 KM)
 DO9749'TO THE INTERSECTION OF SWOOPE STREET.  TURN RIGHT ON EAST SWOOPE
 DO9749'STREET AND GO EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF ROCHELLE
 DO9749'DRIVE ON THE LEFT.  TURN LEFT ON ROCHELLE DRIVE AND GO NORTH FOR 0.1
 DO9749'MI (0.2 KM) TO THE JUNCTION OF TWIN LAKES BOULEVARD ON THE LEFT AND
 DO9749'NORTH RIDGE ROAD ON THE RIGHT.  TURN LEFT ON TWIN LAKES BOULEVARD AND
 DO9749'GO NORTHEASTERLY FOR ABOUT 184.0 FT (56.1 M) TO U.S. MAIL ADDRESS 590
 DO9749'TWIN LAKES BOULEVARD ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM
 DO9749'ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.7 FT (7.2 M) WITH AN ALUMINUM
 DO9749'DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW
 DO9749'THE LEVEL OF THE GROUND AND 0.6 FT (18 CM) ABOVE THE LEVEL OF TWIN
 DO9749'LAKES BOULEVARD.
 DO9749'
 DO9749'LOCATED 200.0 FT (61.0 M) SOUTHEAST OF A STAFF GAUGE, 115.2 FT (35.1
 DO9749'M) EAST OF SURVEY MARK 25230 A, 11.2 FT (3.4 M) NORTH OF THE
 DO9749'APPROXIMATE CENTERLINE OF TWIN LAKES BOULEVARD, 5.0 FT (1.5 M) SOUTH
 DO9749'OF POWER POLE NUMBER 341876 AND 4.4 FT (1.3 M) SOUTH OF A CARSONITE
 DO9749'WITNESS POST.
 DO9749'
 DO9749'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9749'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8965 ***********************************************************************
 DO8965  DESIGNATION -  25232 A
 DO8965  PID         -  DO8965
 DO8965  STATE/COUNTY-  FL/POLK
 DO8965  COUNTRY     -  US
 DO8965  USGS QUAD   -  HESPERIDES (2018)
 DO8965
 DO8965                         *CURRENT SURVEY CONTROL
 DO8965  ______________________________________________________________________
 DO8965* NAD 83(1986) POSITION- 27 55 01.7    (N) 081 28 48.6    (W)   HD_HELD2
 DO8965* NAVD 88 ORTHO HEIGHT -    29.743 (meters)       97.58  (feet) ADJUSTED
 DO8965  ______________________________________________________________________
 DO8965  GEOID HEIGHT    -        -26.866 (meters)                     GEOID18
 DO8965  DYNAMIC HEIGHT  -         29.698 (meters)       97.43  (feet) COMP
 DO8965  MODELED GRAVITY -    979,148.7   (mgal)                       NAVD 88
 DO8965
 DO8965  VERT ORDER      -  FIRST     CLASS II
 DO8965
 DO8965.The horizontal coordinates were established by autonomous hand held GPS
 DO8965.observations and have an estimated accuracy of +/- 10 meters.
 DO8965
 DO8965.The orthometric height was determined by differential leveling and
 DO8965.adjusted by the NATIONAL GEODETIC SURVEY
 DO8965.in December 2013.
 DO8965
 DO8965.No vertical observational check was made to the station.
 DO8965
 DO8965.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8965.GEOID18 height accuracy estimate available here.
 DO8965
 DO8965.Click photographs - Photos may exist for this station.
 DO8965
 DO8965.The dynamic height is computed by dividing the NAVD 88
 DO8965.geopotential number by the normal gravity value computed on the
 DO8965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8965.degrees latitude (g = 980.6199 gals.).
 DO8965
 DO8965.The modeled gravity was interpolated from observed gravity values.
 DO8965
 DO8965;                    North         East    Units  Estimated Accuracy
 DO8965;SPC FL W     -   397,136.      251,168.      MT  (+/- 10 meters HH2 GPS)
 DO8965
 DO8965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5275288116(NAD 83)
 DO8965
 DO8965                          SUPERSEDED SURVEY CONTROL
 DO8965
 DO8965.No superseded survey control is available for this station.
 DO8965
 DO8965_MARKER: DD = SURVEY DISK
 DO8965_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8965_STAMPING: 25232 A 2012
 DO8965_MARK LOGO: SWFWMD
 DO8965_PROJECTION: FLUSH
 DO8965_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8965_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8965+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2019
 DO8965_ROD/PIPE-DEPTH: 14.6 meters
 DO8965
 DO8965  HISTORY     - Date     Condition        Report By
 DO8965  HISTORY     - 20121114 MONUMENTED       FLDEP
 DO8965  HISTORY     - 20190313 GOOD             SWFWMD
 DO8965
 DO8965                          STATION DESCRIPTION
 DO8965
 DO8965'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8965'THE MARK IS NEAR THE NORTH SHORE OF CYPRESS LAKE, ABOUT 6.6 MI (10.6
 DO8965'KM) EAST OF LAKE WALES, 6.4 MI (10.3 KM) NORTH-NORTHEAST OF BABSON
 DO8965'PARK, 2.6 MI (4.2 KM) NORTH-NORTHWEST OF HESPERIDES, IN SECTION 35,
 DO8965'TOWNSHIP 29 SOUTH, RANGE 28 EAST.
 DO8965'
 DO8965'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO8965'HIGHWAY 27 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 7.3 MI (11.7
 DO8965'KM) TO THE JUNCTION OF MAMMOTH GROVE ROAD ON THE LEFT.  TURN LEFT ON
 DO8965'MAMMOTH GROVE ROAD AND GO NORTH FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF
 DO8965'CYPRESS LAKE ROAD ON THE RIGHT.  TURN RIGHT ON CYPRESS LAKE ROAD AND
 DO8965'GO EAST FOR 0.25 MI (0.4 KM) TO THE EAST END OF AN ORANGE GROVE ON THE
 DO8965'RIGHT AND A GRASS COVERED ROAD LEADING TO A LANDING ON THE RIGHT.
 DO8965'TURN RIGHT TOWARD CYPRESS LAKE AND GO SOUTH FOR ABOUT 200.0 FT (61.0
 DO8965'M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO8965'DEPTH OF 48.0 FT (14.6 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DO8965'(10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE GRASS
 DO8965'COVERED LANDING TRAIL.
 DO8965'
 DO8965'LOCATED 93.9 FT (28.6 M) EAST-SOUTHEAST OF A 42-INCH (107 CM) DIAMETER
 DO8965'LIVE OAK TREE, 75.2 FT (22.9 M) EAST-SOUTHEAST OF SURVEY MARK 25232 B,
 DO8965'17.1 FT (5.2 M) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE GARAGE,
 DO8965'7.3 FT (2.2 M) NORTH OF THE CHAIN LINK FENCE END POST, 3.0 FT (0.9 M)
 DO8965'WEST OF THE CHAIN LINK FENCE AND 2.8 FT (0.9 M) WEST OF A CARSONITE
 DO8965'WITNESS POST.
 DO8965'
 DO8965'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8965'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DO8965
 DO8965                          STATION RECOVERY (2019)
 DO8965
 DO8965'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (WKH)
 DO8965'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8966 ***********************************************************************
 DO8966  DESIGNATION -  25232 B
 DO8966  PID         -  DO8966
 DO8966  STATE/COUNTY-  FL/POLK
 DO8966  COUNTRY     -  US
 DO8966  USGS QUAD   -  HESPERIDES (2018)
 DO8966
 DO8966                         *CURRENT SURVEY CONTROL
 DO8966  ______________________________________________________________________
 DO8966* NAD 83(1986) POSITION- 27 55 01.9    (N) 081 28 49.3    (W)   HD_HELD2
 DO8966* NAVD 88 ORTHO HEIGHT -    30.681 (meters)      100.66  (feet) ADJUSTED
 DO8966  ______________________________________________________________________
 DO8966  GEOID HEIGHT    -        -26.866 (meters)                     GEOID18
 DO8966  DYNAMIC HEIGHT  -         30.635 (meters)      100.51  (feet) COMP
 DO8966  MODELED GRAVITY -    979,148.7   (mgal)                       NAVD 88
 DO8966
 DO8966  VERT ORDER      -  FIRST     CLASS II
 DO8966
 DO8966.The horizontal coordinates were established by autonomous hand held GPS
 DO8966.observations and have an estimated accuracy of +/- 10 meters.
 DO8966
 DO8966.The orthometric height was determined by differential leveling and
 DO8966.adjusted by the NATIONAL GEODETIC SURVEY
 DO8966.in December 2013.
 DO8966
 DO8966.No vertical observational check was made to the station.
 DO8966
 DO8966.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8966.GEOID18 height accuracy estimate available here.
 DO8966
 DO8966.Click photographs - Photos may exist for this station.
 DO8966
 DO8966.The dynamic height is computed by dividing the NAVD 88
 DO8966.geopotential number by the normal gravity value computed on the
 DO8966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8966.degrees latitude (g = 980.6199 gals.).
 DO8966
 DO8966.The modeled gravity was interpolated from observed gravity values.
 DO8966
 DO8966;                    North         East    Units  Estimated Accuracy
 DO8966;SPC FL W     -   397,142.      251,149.      MT  (+/- 10 meters HH2 GPS)
 DO8966
 DO8966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5273388122(NAD 83)
 DO8966
 DO8966                          SUPERSEDED SURVEY CONTROL
 DO8966
 DO8966.No superseded survey control is available for this station.
 DO8966
 DO8966_MARKER: DD = SURVEY DISK
 DO8966_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8966_STAMPING: 25232 B 2012
 DO8966_MARK LOGO: SWFWMD
 DO8966_PROJECTION: FLUSH
 DO8966_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8966_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8966+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2019
 DO8966_ROD/PIPE-DEPTH: 12.2 meters
 DO8966
 DO8966  HISTORY     - Date     Condition        Report By
 DO8966  HISTORY     - 20121114 MONUMENTED       FLDEP
 DO8966  HISTORY     - 20190313 GOOD             SWFWMD
 DO8966
 DO8966                          STATION DESCRIPTION
 DO8966
 DO8966'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8966'THE MARK IS NEAR THE NORTH SHORE OF CYPRESS LAKE, ABOUT 6.6 MI (10.6
 DO8966'KM) EAST OF LAKE WALES, 6.4 MI (10.3 KM) NORTH-NORTHEAST OF BABSON
 DO8966'PARK, 2.6 MI (4.2 KM) NORTH-NORTHWEST OF HESPERIDES, IN SECTION 35,
 DO8966'TOWNSHIP 29 SOUTH, RANGE 28 EAST.
 DO8966'
 DO8966'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO8966'HIGHWAY 27 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 7.3 MI (11.7
 DO8966'KM) TO THE JUNCTION OF MAMMOTH GROVE ROAD ON THE LEFT.  TURN LEFT ON
 DO8966'MAMMOTH GROVE ROAD AND GO NORTH FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF
 DO8966'CYPRESS LAKE ROAD ON THE RIGHT.  TURN RIGHT ON CYPRESS LAKE ROAD AND
 DO8966'GO EAST FOR 0.25 MI (0.4 KM) TO THE EAST END OF AN ORANGE GROVE ON THE
 DO8966'RIGHT AND A GRASS COVERED ROAD LEADING TO A LANDING ON THE RIGHT.
 DO8966'TURN RIGHT TOWARD CYPRESS LAKE AND GO SOUTH FOR ABOUT 200.0 FT (61.0
 DO8966'M) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO8966'DEPTH OF 40.0 FT (12.2 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DO8966'(10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE GRASS
 DO8966'COVERED LANDING TRAIL.
 DO8966'
 DO8966'LOCATED 80.3 FT (24.5 M) WEST-NORTHWEST OF THE CHAIN LINK FENCE END
 DO8966'POST, 77.3 FT (23.6 M) WEST OF THE NORTHWEST CORNER OF THE GARAGE,
 DO8966'75.2 FT (22.9 M) WEST-NORTHWEST OF SURVEY MARK 25232 A, 30.6 FT (9.3
 DO8966'M) NORTHEAST OF A 42-INCH (107 CM) DIAMETER LIVE OAK TREE AND 1.8 FT
 DO8966'(0.5 M) EAST OF A CARSONITE WITNESS POST.
 DO8966'
 DO8966'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8966'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DO8966
 DO8966                          STATION RECOVERY (2019)
 DO8966
 DO8966'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (WKH)
 DO8966'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8961 ***********************************************************************
 DO8961  DESIGNATION -  25233 A
 DO8961  PID         -  DO8961
 DO8961  STATE/COUNTY-  FL/POLK
 DO8961  COUNTRY     -  US
 DO8961  USGS QUAD   -  HESPERIDES (2018)
 DO8961
 DO8961                         *CURRENT SURVEY CONTROL
 DO8961  ______________________________________________________________________
 DO8961* NAD 83(1986) POSITION- 27 54 47.4    (N) 081 28 15.5    (W)   HD_HELD2
 DO8961* NAVD 88 ORTHO HEIGHT -    31.647 (meters)      103.83  (feet) ADJUSTED
 DO8961  ______________________________________________________________________
 DO8961  GEOID HEIGHT    -        -26.878 (meters)                     GEOID18
 DO8961  DYNAMIC HEIGHT  -         31.599 (meters)      103.67  (feet) COMP
 DO8961  MODELED GRAVITY -    979,148.0   (mgal)                       NAVD 88
 DO8961
 DO8961  VERT ORDER      -  FIRST     CLASS II
 DO8961
 DO8961.The horizontal coordinates were established by autonomous hand held GPS
 DO8961.observations and have an estimated accuracy of +/- 10 meters.
 DO8961
 DO8961.The orthometric height was determined by differential leveling and
 DO8961.adjusted by the NATIONAL GEODETIC SURVEY
 DO8961.in December 2013.
 DO8961
 DO8961.No vertical observational check was made to the station.
 DO8961
 DO8961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8961.GEOID18 height accuracy estimate available here.
 DO8961
 DO8961.Click photographs - Photos may exist for this station.
 DO8961
 DO8961.The dynamic height is computed by dividing the NAVD 88
 DO8961.geopotential number by the normal gravity value computed on the
 DO8961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8961.degrees latitude (g = 980.6199 gals.).
 DO8961
 DO8961.The modeled gravity was interpolated from observed gravity values.
 DO8961
 DO8961;                    North         East    Units  Estimated Accuracy
 DO8961;SPC FL W     -   396,699.      252,075.      MT  (+/- 10 meters HH2 GPS)
 DO8961
 DO8961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5365587672(NAD 83)
 DO8961
 DO8961                          SUPERSEDED SURVEY CONTROL
 DO8961
 DO8961.No superseded survey control is available for this station.
 DO8961
 DO8961_MARKER: DD = SURVEY DISK
 DO8961_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8961_STAMPING: 25233 A 2012
 DO8961_MARK LOGO: SWFWMD
 DO8961_PROJECTION: FLUSH
 DO8961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8961+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2012
 DO8961_ROD/PIPE-DEPTH: 9.8 meters
 DO8961
 DO8961  HISTORY     - Date     Condition        Report By
 DO8961  HISTORY     - 20121114 MONUMENTED       FLDEP
 DO8961
 DO8961                          STATION DESCRIPTION
 DO8961
 DO8961'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8961'THE MARK IS NEAR THE SOUTHWEST SHORE OF PARKS LAKE, ABOUT 7.1 MI (11.4
 DO8961'KM) EAST OF LAKE WALES, 6.4 MI (10.3 KM) NORTH-NORTHEAST OF BABSON
 DO8961'PARK, 2.1 MI (3.4 KM) NORTH-NORTHWEST OF HESPERIDES, IN SECTION 36,
 DO8961'TOWNSHIP 29 SOUTH, RANGE 28 EAST.
 DO8961'
 DO8961'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO8961'HIGHWAY 27 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 7.3 MI (11.7
 DO8961'KM) TO THE JUNCTION OF MAMMOTH GROVE ROAD ON THE LEFT.  TURN LEFT ON
 DO8961'MAMMOTH GROVE ROAD AND GO NORTH FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF
 DO8961'LAKE PARKS ROAD ON THE RIGHT.  TURN RIGHT ON LAKE PARK ROAD AND GO
 DO8961'EAST FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A DIRT DRIVEWAY AT 5906
 DO8961'LAKE PARK ROAD (W. MARTIN ON MAILBOX) ON THE LEFT.  TURN LEFT ON THE
 DO8961'MARTIN DRIVEWAY AND GO NORTH FOR 0.15 MI (0.2 KM) TO THE SOUTHWEST
 DO8961'SHORE OF PARKS LAKE, A STAFF GAUGE AND THE MARK, AN ALUMINUM ROD
 DO8961'DRIVEN TO REFUSAL AT A DEPTH OF 32.0 FT (9.8 M) WITH AN ALUMINUM DISK
 DO8961'ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL
 DO8961'WITH THE MARTIN DRIVEWAY.
 DO8961'
 DO8961'LOCATED 94.9 FT (28.9 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 DO8961'HOUSE, 64.6 FT (19.7 M) EAST-SOUTHEAST OF SURVEY MARK 25233 B, 54.4 FT
 DO8961'(16.6 M) NORTH-NORTHWEST OF A 24-INCH (61 CM) DIAMETER MAGNOLIA TREE,
 DO8961'19.0 FT (5.8 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 DO8961'SAND ROAD AND 1.8 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 DO8961'
 DO8961'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8961'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8962 ***********************************************************************
 DO8962  DESIGNATION -  25233 B
 DO8962  PID         -  DO8962
 DO8962  STATE/COUNTY-  FL/POLK
 DO8962  COUNTRY     -  US
 DO8962  USGS QUAD   -  HESPERIDES (2018)
 DO8962
 DO8962                         *CURRENT SURVEY CONTROL
 DO8962  ______________________________________________________________________
 DO8962* NAD 83(1986) POSITION- 27 54 47.5    (N) 081 28 16.3    (W)   HD_HELD2
 DO8962* NAVD 88 ORTHO HEIGHT -    31.766 (meters)      104.22  (feet) ADJUSTED
 DO8962  ______________________________________________________________________
 DO8962  GEOID HEIGHT    -        -26.878 (meters)                     GEOID18
 DO8962  DYNAMIC HEIGHT  -         31.718 (meters)      104.06  (feet) COMP
 DO8962  MODELED GRAVITY -    979,148.1   (mgal)                       NAVD 88
 DO8962
 DO8962  VERT ORDER      -  FIRST     CLASS II
 DO8962
 DO8962.The horizontal coordinates were established by autonomous hand held GPS
 DO8962.observations and have an estimated accuracy of +/- 10 meters.
 DO8962
 DO8962.The orthometric height was determined by differential leveling and
 DO8962.adjusted by the NATIONAL GEODETIC SURVEY
 DO8962.in December 2013.
 DO8962
 DO8962.No vertical observational check was made to the station.
 DO8962
 DO8962.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8962.GEOID18 height accuracy estimate available here.
 DO8962
 DO8962.Click photographs - Photos may exist for this station.
 DO8962
 DO8962.The dynamic height is computed by dividing the NAVD 88
 DO8962.geopotential number by the normal gravity value computed on the
 DO8962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8962.degrees latitude (g = 980.6199 gals.).
 DO8962
 DO8962.The modeled gravity was interpolated from observed gravity values.
 DO8962
 DO8962;                    North         East    Units  Estimated Accuracy
 DO8962;SPC FL W     -   396,702.      252,053.      MT  (+/- 10 meters HH2 GPS)
 DO8962
 DO8962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5363387675(NAD 83)
 DO8962
 DO8962                          SUPERSEDED SURVEY CONTROL
 DO8962
 DO8962.No superseded survey control is available for this station.
 DO8962
 DO8962_MARKER: DD = SURVEY DISK
 DO8962_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8962_STAMPING: 25233 B 2012
 DO8962_MARK LOGO: SWFWMD
 DO8962_PROJECTION: FLUSH
 DO8962_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8962_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8962+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2012
 DO8962_ROD/PIPE-DEPTH: 12.2 meters
 DO8962
 DO8962  HISTORY     - Date     Condition        Report By
 DO8962  HISTORY     - 20121114 MONUMENTED       FLDEP
 DO8962
 DO8962                          STATION DESCRIPTION
 DO8962
 DO8962'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8962'THE MARK IS NEAR THE SOUTHWEST SHORE OF PARKS LAKE, ABOUT 7.1 MI (11.4
 DO8962'KM) EAST OF LAKE WALES, 6.4 MI (10.3 KM) NORTH-NORTHEAST OF BABSON
 DO8962'PARK, 2.1 MI (3.4 KM) NORTH-NORTHWEST OF HESPERIDES, IN SECTION 36,
 DO8962'TOWNSHIP 29 SOUTH, RANGE 28 EAST.
 DO8962'
 DO8962'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO8962'HIGHWAY 27 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 7.3 MI (11.7
 DO8962'KM) TO THE JUNCTION OF MAMMOTH GROVE ROAD ON THE LEFT.  TURN LEFT ON
 DO8962'MAMMOTH GROVE ROAD AND GO NORTH FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF
 DO8962'LAKE PARKS ROAD ON THE RIGHT.  TURN RIGHT ON LAKE PARK ROAD AND GO
 DO8962'EAST FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A DIRT DRIVEWAY AT 5906
 DO8962'LAKE PARK ROAD (W. MARTIN ON MAILBOX) ON THE LEFT.  TURN LEFT ON THE
 DO8962'MARTIN DRIVEWAY AND GO NORTH FOR 0.15 MI (0.2 KM) TO THE SOUTHWEST
 DO8962'SHORE OF PARKS LAKE, A STAFF GAUGE AND THE MARK, AN ALUMINUM ROD
 DO8962'DRIVEN TO REFUSAL AT A DEPTH OF 40.0 FT (12.2 M) WITH AN ALUMINUM DISK
 DO8962'ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL
 DO8962'WITH THE MARTIN DRIVEWAY.
 DO8962'
 DO8962'LOCATED 154.3 FT (47.0 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 DO8962'HOUSE, 115.4 FT (35.2 M) NORTHWEST OF A 24-INCH (61 CM) DIAMETER
 DO8962'MAGNOLIA TREE, 64.6 FT (19.7 M) WEST-NORTHWEST OF SURVEY MARK 25233 A,
 DO8962'11.4 FT (3.5 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 DO8962'SAND ROAD AND 2.8 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST.
 DO8962'
 DO8962'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8962'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9102 ***********************************************************************
 DO9102  DESIGNATION -  25235 A
 DO9102  PID         -  DO9102
 DO9102  STATE/COUNTY-  FL/POLK
 DO9102  COUNTRY     -  US
 DO9102  USGS QUAD   -  LAKE WALES (2018)
 DO9102
 DO9102                         *CURRENT SURVEY CONTROL
 DO9102  ______________________________________________________________________
 DO9102* NAD 83(1986) POSITION- 27 55 59.8    (N) 081 33 15.2    (W)   HD_HELD2
 DO9102* NAVD 88 ORTHO HEIGHT -    37.800 (meters)      124.02  (feet) ADJUSTED
 DO9102  ______________________________________________________________________
 DO9102  GEOID HEIGHT    -        -26.717 (meters)                     GEOID18
 DO9102  DYNAMIC HEIGHT  -         37.744 (meters)      123.83  (feet) COMP
 DO9102  MODELED GRAVITY -    979,151.6   (mgal)                       NAVD 88
 DO9102
 DO9102  VERT ORDER      -  FIRST     CLASS II
 DO9102
 DO9102.The horizontal coordinates were established by autonomous hand held GPS
 DO9102.observations and have an estimated accuracy of +/- 10 meters.
 DO9102
 DO9102.The orthometric height was determined by differential leveling and
 DO9102.adjusted by the NATIONAL GEODETIC SURVEY
 DO9102.in December 2013.
 DO9102
 DO9102.No vertical observational check was made to the station.
 DO9102
 DO9102.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9102.GEOID18 height accuracy estimate available here.
 DO9102
 DO9102.Click photographs - Photos may exist for this station.
 DO9102
 DO9102.The dynamic height is computed by dividing the NAVD 88
 DO9102.geopotential number by the normal gravity value computed on the
 DO9102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9102.degrees latitude (g = 980.6199 gals.).
 DO9102
 DO9102.The modeled gravity was interpolated from observed gravity values.
 DO9102
 DO9102;                    North         East    Units  Estimated Accuracy
 DO9102;SPC FL W     -   398,895.      243,872.      MT  (+/- 10 meters HH2 GPS)
 DO9102
 DO9102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4547389934(NAD 83)
 DO9102
 DO9102                          SUPERSEDED SURVEY CONTROL
 DO9102
 DO9102.No superseded survey control is available for this station.
 DO9102
 DO9102_MARKER: DD = SURVEY DISK
 DO9102_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9102_STAMPING: 25235 A 2012
 DO9102_MARK LOGO: SWFWMD
 DO9102_PROJECTION: RECESSED 3 CENTIMETERS
 DO9102_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9102+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 DO9102_ROD/PIPE-DEPTH: 12.2 meters
 DO9102
 DO9102  HISTORY     - Date     Condition        Report By
 DO9102  HISTORY     - 20121205 MONUMENTED       FLDEP
 DO9102
 DO9102                          STATION DESCRIPTION
 DO9102
 DO9102'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9102'THE MARK IS ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF BABSON PARK, 6.7
 DO9102'MI (10.8 KM) WEST-NORTHWEST OF HESPERIDES, 3.0 MI (4.8 KM) NORTHEAST
 DO9102'OF LAKE WALES, IN SECTION 30, TOWNSHIP 29 SOUTH, RANGE 28 EAST.
 DO9102'
 DO9102'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND COUNTY
 DO9102'ROAD 17B (BUCK MOORE ROAD) IN LAKE WALES, GO NORTH ON BUCK MOORE ROAD
 DO9102'FOR 1.4 MI (2.3 KM) TO THE INTERSECTION OF BURNS AVENUE (COUNTY ROAD
 DO9102'17A) ON THE LEFT AND MASTERPIECE ROAD ON THE RIGHT.  TURN LEFT ON
 DO9102'BURNS AVENUE AND GO WEST FOR 0.75 MI (1.2 KM) TO THE INTERSECTION OF
 DO9102'TOWER BOULEVARD.  TURN RIGHT ON TOWER BOULEVARD AND GO NORTH FOR 0.25
 DO9102'MI (0.4 KM) TO THE BOK TOWER ENTRANCE GATE.  CONTINUE NORTH ON TOWER
 DO9102'BOULEVARD FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF AN ORANGE GROVE SAND
 DO9102'ROAD ON THE RIGHT.  TURN RIGHT ON THE GROVE ROAD AND GO EAST FOR 0.95
 DO9102'MI (1.5 KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DO9102'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 40.0 FT (12.2 M) WITH AN
 DO9102'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3
 DO9102'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE GROVE ROAD.
 DO9102'
 DO9102'LOCATED 56.2 FT (17.1 M) WEST OF THE EASTERNMOST OF 2 WELLHEADS, 53.9
 DO9102'FT (16.4 M) WEST OF SURVEY MARK 25235 B, 26.2 FT (8.0 M) SOUTH OF THE
 DO9102'APPROXIMATE CENTERLINE OF THE GROVE ROAD, 2.2 FT (0.7 M) NORTHEAST OF
 DO9102'THE WESTERN MOST OF 2 WELLHEADS AND 1.5 FT (0.5 M) NORTH OF A
 DO9102'CARSONITE WITNESS POST.
 DO9102'
 DO9102'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9102'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9103 ***********************************************************************
 DO9103  DESIGNATION -  25235 B
 DO9103  PID         -  DO9103
 DO9103  STATE/COUNTY-  FL/POLK
 DO9103  COUNTRY     -  US
 DO9103  USGS QUAD   -  LAKE WALES (2018)
 DO9103
 DO9103                         *CURRENT SURVEY CONTROL
 DO9103  ______________________________________________________________________
 DO9103* NAD 83(1986) POSITION- 27 55 59.8    (N) 081 33 14.6    (W)   HD_HELD2
 DO9103* NAVD 88 ORTHO HEIGHT -    37.613 (meters)      123.40  (feet) ADJUSTED
 DO9103  ______________________________________________________________________
 DO9103  GEOID HEIGHT    -        -26.717 (meters)                     GEOID18
 DO9103  DYNAMIC HEIGHT  -         37.557 (meters)      123.22  (feet) COMP
 DO9103  MODELED GRAVITY -    979,151.6   (mgal)                       NAVD 88
 DO9103
 DO9103  VERT ORDER      -  FIRST     CLASS II
 DO9103
 DO9103.The horizontal coordinates were established by autonomous hand held GPS
 DO9103.observations and have an estimated accuracy of +/- 10 meters.
 DO9103
 DO9103.The orthometric height was determined by differential leveling and
 DO9103.adjusted by the NATIONAL GEODETIC SURVEY
 DO9103.in December 2013.
 DO9103
 DO9103.No vertical observational check was made to the station.
 DO9103
 DO9103.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9103.GEOID18 height accuracy estimate available here.
 DO9103
 DO9103.Click photographs - Photos may exist for this station.
 DO9103
 DO9103.The dynamic height is computed by dividing the NAVD 88
 DO9103.geopotential number by the normal gravity value computed on the
 DO9103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9103.degrees latitude (g = 980.6199 gals.).
 DO9103
 DO9103.The modeled gravity was interpolated from observed gravity values.
 DO9103
 DO9103;                    North         East    Units  Estimated Accuracy
 DO9103;SPC FL W     -   398,895.      243,889.      MT  (+/- 10 meters HH2 GPS)
 DO9103
 DO9103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4548989934(NAD 83)
 DO9103
 DO9103                          SUPERSEDED SURVEY CONTROL
 DO9103
 DO9103.No superseded survey control is available for this station.
 DO9103
 DO9103_MARKER: DD = SURVEY DISK
 DO9103_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9103_STAMPING: 25235 B 2012
 DO9103_MARK LOGO: SWFWMD
 DO9103_PROJECTION: RECESSED 8 CENTIMETERS
 DO9103_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9103_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9103_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9103+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 DO9103_ROD/PIPE-DEPTH: 17.1 meters
 DO9103
 DO9103  HISTORY     - Date     Condition        Report By
 DO9103  HISTORY     - 20121205 MONUMENTED       FLDEP
 DO9103
 DO9103                          STATION DESCRIPTION
 DO9103
 DO9103'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9103'THE MARK IS ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF BABSON PARK, 6.7
 DO9103'MI (10.8 KM) WEST-NORTHWEST OF HESPERIDES, 3.0 MI (4.8 KM) NORTHEAST
 DO9103'OF LAKE WALES, IN SECTION 30, TOWNSHIP 29 SOUTH, RANGE 28 EAST.
 DO9103'
 DO9103'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND COUNTY
 DO9103'ROAD 17B (BUCK MOORE ROAD) IN LAKE WALES, GO NORTH ON BUCK MOORE ROAD
 DO9103'FOR 1.4 MI (2.3 KM) ON THE LEFT AND MASTERPIECE ROAD ON THE RIGHT.
 DO9103'TURN LEFT ON BURNS AVENUE AND GO WEST FOR 0.75 MI (1.2 KM) TO THE
 DO9103'INTERSECTION OF TOWER BOULEVARD.  TURN RIGHT ON TOWER BOULEVARD AND GO
 DO9103'NORTH FOR 0.25 MI (0.4 KM) TO THE BOK TOWER ENTRANCE GATE.  CONTINUE
 DO9103'NORTH ON TOWER BOULEVARD FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF AN
 DO9103'ORANGE GROVE SAND ROAD ON THE RIGHT.  TURN RIGHT ON THE GROVE ROAD AND
 DO9103'GO EAST FOR 0.95 MI (1.5 KM) TO A WELL SITE ON THE RIGHT AND THE MARK
 DO9103'ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 56.0 FT
 DO9103'(17.1 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DO9103'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 DO9103'THE GROVE ROAD.
 DO9103'
 DO9103'LOCATED 58.4 FT (17.8 M) EAST OF THE WESTERN MOST OF 2 WELLHEADS, 53.9
 DO9103'FT (16.4 M) EAST OF SURVEY MARK 25235 A, 32.7 FT (10.0 M) WEST OF THE
 DO9103'APPROXIMATE CENTERLINE OF A NORTH-SOUTH SAND ROAD, 21.3 FT (6.5 M)
 DO9103'SOUTH OF THE APPROXIMATE CENTERLINE OF THE EAST-WEST GROVE ROAD, 2.6
 DO9103'FT (0.8 M) EAST OF THE EASTERNMOST OF 2 WELLHEADS AND 1.8 FT (0.5 M)
 DO9103'NORTHEAST OF A CARSONITE WITNESS POST.
 DO9103'
 DO9103'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9103'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8969 ***********************************************************************
 DO8969  DESIGNATION -  25237 A
 DO8969  PID         -  DO8969
 DO8969  STATE/COUNTY-  FL/POLK
 DO8969  COUNTRY     -  US
 DO8969  USGS QUAD   -  HESPERIDES (2018)
 DO8969
 DO8969                         *CURRENT SURVEY CONTROL
 DO8969  ______________________________________________________________________
 DO8969* NAD 83(1986) POSITION- 27 55 21.5    (N) 081 29 17.6    (W)   HD_HELD2
 DO8969* NAVD 88 ORTHO HEIGHT -    31.127 (meters)      102.12  (feet) ADJUSTED
 DO8969  ______________________________________________________________________
 DO8969  GEOID HEIGHT    -        -26.862 (meters)                     GEOID18
 DO8969  DYNAMIC HEIGHT  -         31.080 (meters)      101.97  (feet) COMP
 DO8969  MODELED GRAVITY -    979,149.4   (mgal)                       NAVD 88
 DO8969
 DO8969  VERT ORDER      -  FIRST     CLASS II
 DO8969
 DO8969.The horizontal coordinates were established by autonomous hand held GPS
 DO8969.observations and have an estimated accuracy of +/- 10 meters.
 DO8969
 DO8969.The orthometric height was determined by differential leveling and
 DO8969.adjusted by the NATIONAL GEODETIC SURVEY
 DO8969.in December 2013.
 DO8969
 DO8969.No vertical observational check was made to the station.
 DO8969
 DO8969.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8969.GEOID18 height accuracy estimate available here.
 DO8969
 DO8969.Click photographs - Photos may exist for this station.
 DO8969
 DO8969.The dynamic height is computed by dividing the NAVD 88
 DO8969.geopotential number by the normal gravity value computed on the
 DO8969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8969.degrees latitude (g = 980.6199 gals.).
 DO8969
 DO8969.The modeled gravity was interpolated from observed gravity values.
 DO8969
 DO8969;                    North         East    Units  Estimated Accuracy
 DO8969;SPC FL W     -   397,742.      250,373.      MT  (+/- 10 meters HH2 GPS)
 DO8969
 DO8969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5196288728(NAD 83)
 DO8969
 DO8969                          SUPERSEDED SURVEY CONTROL
 DO8969
 DO8969.No superseded survey control is available for this station.
 DO8969
 DO8969_MARKER: DD = SURVEY DISK
 DO8969_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8969_STAMPING: 25237 A 2012
 DO8969_MARK LOGO: SWFWMD
 DO8969_PROJECTION: FLUSH
 DO8969_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8969_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8969+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 DO8969_ROD/PIPE-DEPTH: 21.9 meters
 DO8969
 DO8969  HISTORY     - Date     Condition        Report By
 DO8969  HISTORY     - 20121115 MONUMENTED       FLDEP
 DO8969
 DO8969                          STATION DESCRIPTION
 DO8969
 DO8969'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8969'THE MARK IS ABOUT 6.6 MI (10.6 KM) NORTH-NORTHEAST OF BABSON PARK, 6.2
 DO8969'MI (10.0 KM) EAST-NORTHEAST OF LAKE WALES, 3.2 MI (5.1 KM)
 DO8969'NORTH-NORTHWEST OF HESPERIDES, IN SECTION 35, TOWNSHIP 29 SOUTH, RANGE
 DO8969'28 EAST.
 DO8969'
 DO8969'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO8969'HIGHWAY 27 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 7.3 MI (11.7
 DO8969'KM) TO THE JUNCTION OF MAMMOTH GROVE ROAD ON THE LEFT.  TURN LEFT ON
 DO8969'MAMMOTH GROVE ROAD AND GO NORTH FOR 2.05 MI (3.3 KM) TO THE JUNCTION
 DO8969'OF CAMP MACK ROAD ON THE RIGHT.  TURN LEFT AND CONTINUE WEST ON
 DO8969'MAMMOTH GROVE ROAD FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF AN ORANGE
 DO8969'GROVE DIRT ROAD ON THE RIGHT.  TURN RIGHT ON THE ORANGE GROVE ROAD AND
 DO8969'GO NORTH, ALONG A FENCELINE, FOR 0.1 MI (0.2 KM) TO THE MARK ON THE
 DO8969'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 71.8 FT (21.9 M)
 DO8969'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH
 DO8969'THE GROUND AND LEVEL WITH THE ORANGE GROVE ROAD.
 DO8969'
 DO8969'LOCATED 82.2 FT (25.1 M) SOUTH OF SURVEY MARK 25237 B, 41.6 FT (12.7
 DO8969'M) SOUTHWEST OF A 12-INCH (30 CM) DIAMETER LIVE OAK TREE, 28.3 FT (8.6
 DO8969'M) EAST OF A POWER POLE, 13.5 FT (4.1 M) WEST OF THE APPROXIMATE
 DO8969'CENTERLINE OF THE ORANGE GROVE ROAD, 4.0 FT (1.2 M) EAST OF A BARB
 DO8969'WIRE FENCE AND 2.5 FT (0.8 M) EAST OF A CARSONITE WITNESS POST.
 DO8969'
 DO8969'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8969'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8970 ***********************************************************************
 DO8970  DESIGNATION -  25237 B
 DO8970  PID         -  DO8970
 DO8970  STATE/COUNTY-  FL/POLK
 DO8970  COUNTRY     -  US
 DO8970  USGS QUAD   -  HESPERIDES (2018)
 DO8970
 DO8970                         *CURRENT SURVEY CONTROL
 DO8970  ______________________________________________________________________
 DO8970* NAD 83(1986) POSITION- 27 55 22.4    (N) 081 29 17.7    (W)   HD_HELD2
 DO8970* NAVD 88 ORTHO HEIGHT -    30.169 (meters)       98.98  (feet) ADJUSTED
 DO8970  ______________________________________________________________________
 DO8970  GEOID HEIGHT    -        -26.862 (meters)                     GEOID18
 DO8970  DYNAMIC HEIGHT  -         30.124 (meters)       98.83  (feet) COMP
 DO8970  MODELED GRAVITY -    979,149.4   (mgal)                       NAVD 88
 DO8970
 DO8970  VERT ORDER      -  FIRST     CLASS II
 DO8970
 DO8970.The horizontal coordinates were established by autonomous hand held GPS
 DO8970.observations and have an estimated accuracy of +/- 10 meters.
 DO8970
 DO8970.The orthometric height was determined by differential leveling and
 DO8970.adjusted by the NATIONAL GEODETIC SURVEY
 DO8970.in December 2013.
 DO8970
 DO8970.No vertical observational check was made to the station.
 DO8970
 DO8970.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8970.GEOID18 height accuracy estimate available here.
 DO8970
 DO8970.Click photographs - Photos may exist for this station.
 DO8970
 DO8970.The dynamic height is computed by dividing the NAVD 88
 DO8970.geopotential number by the normal gravity value computed on the
 DO8970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8970.degrees latitude (g = 980.6199 gals.).
 DO8970
 DO8970.The modeled gravity was interpolated from observed gravity values.
 DO8970
 DO8970;                    North         East    Units  Estimated Accuracy
 DO8970;SPC FL W     -   397,769.      250,370.      MT  (+/- 10 meters HH2 GPS)
 DO8970
 DO8970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5195988756(NAD 83)
 DO8970
 DO8970                          SUPERSEDED SURVEY CONTROL
 DO8970
 DO8970.No superseded survey control is available for this station.
 DO8970
 DO8970_MARKER: DD = SURVEY DISK
 DO8970_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8970_STAMPING: 25237 B 2012
 DO8970_MARK LOGO: SWFWMD
 DO8970_PROJECTION: FLUSH
 DO8970_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8970_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8970+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 DO8970_ROD/PIPE-DEPTH: 23.2 meters
 DO8970
 DO8970  HISTORY     - Date     Condition        Report By
 DO8970  HISTORY     - 20121115 MONUMENTED       FLDEP
 DO8970
 DO8970                          STATION DESCRIPTION
 DO8970
 DO8970'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8970'THE MARK IS ABOUT 6.6 MI (10.6 KM) NORTH-NORTHEAST OF BABSON PARK, 6.2
 DO8970'MI (10.0 KM) EAST-NORTHEAST OF LAKE WALES, 3.2 MI (5.1 KM)
 DO8970'NORTH-NORTHWEST OF HESPERIDES, IN SECTION 35, TOWNSHIP 29 SOUTH, RANGE
 DO8970'28 EAST.
 DO8970'
 DO8970'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO8970'HIGHWAY 27 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 7.3 MI (11.7
 DO8970'KM) TO THE JUNCTION OF MAMMOTH GROVE ROAD ON THE LEFT.  TURN LEFT ON
 DO8970'MAMMOTH GROVE ROAD AND GO NORTH FOR 2.05 MI (3.3 KM) TO THE JUNCTION
 DO8970'OF CAMP MACK ROAD ON THE RIGHT.  TURN LEFT AND CONTINUE WEST ON
 DO8970'MAMMOTH GROVE ROAD FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF AN ORANGE
 DO8970'GROVE DIRT ROAD ON THE RIGHT.  TURN RIGHT ON THE ORANGE GROVE ROAD AND
 DO8970'GO NORTH, ALONG A FENCELINE, FOR 0.1 MI (0.2 KM) TO THE MARK ON THE
 DO8970'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 76.0 FT (23.2 M)
 DO8970'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH
 DO8970'THE GROUND AND LEVEL WITH THE ORANGE GROVE ROAD.
 DO8970'
 DO8970'LOCATED 108.3 FT (33.0 M) NORTH-NORTHWEST OF A 12-INCH (30 CM)
 DO8970'DIAMETER LIVE OAK TREE, 82.2 FT (25.1 M) NORTH OF SURVEY MARK 25237 A,
 DO8970'14.4 FT (4.4 M) WEST OF THE APPROXIMATE CENTERLINE OF THE ORANGE GROVE
 DO8970'ROAD, 1.9 FT (0.6 M) EAST OF A BARB WIRE FENCE AND 1.8 FT (0.5 M) EAST
 DO8970'OF A CARSONITE WITNESS POST.
 DO8970'
 DO8970'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8970'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8968 ***********************************************************************
 DO8968  DESIGNATION -  25238
 DO8968  PID         -  DO8968
 DO8968  STATE/COUNTY-  FL/POLK
 DO8968  COUNTRY     -  US
 DO8968  USGS QUAD   -  HESPERIDES (2018)
 DO8968
 DO8968                         *CURRENT SURVEY CONTROL
 DO8968  ______________________________________________________________________
 DO8968* NAD 83(1986) POSITION- 27 55 19.8    (N) 081 28 56.6    (W)   HD_HELD2
 DO8968* NAVD 88 ORTHO HEIGHT -    29.379 (meters)       96.39  (feet) ADJUSTED
 DO8968  ______________________________________________________________________
 DO8968  GEOID HEIGHT    -        -26.875 (meters)                     GEOID18
 DO8968  DYNAMIC HEIGHT  -         29.335 (meters)       96.24  (feet) COMP
 DO8968  MODELED GRAVITY -    979,149.1   (mgal)                       NAVD 88
 DO8968
 DO8968  VERT ORDER      -  FIRST     CLASS II
 DO8968
 DO8968.The horizontal coordinates were established by autonomous hand held GPS
 DO8968.observations and have an estimated accuracy of +/- 10 meters.
 DO8968
 DO8968.The orthometric height was determined by differential leveling and
 DO8968.adjusted by the NATIONAL GEODETIC SURVEY
 DO8968.in December 2013.
 DO8968
 DO8968.No vertical observational check was made to the station.
 DO8968
 DO8968.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8968.GEOID18 height accuracy estimate available here.
 DO8968
 DO8968.Click photographs - Photos may exist for this station.
 DO8968
 DO8968.The dynamic height is computed by dividing the NAVD 88
 DO8968.geopotential number by the normal gravity value computed on the
 DO8968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8968.degrees latitude (g = 980.6199 gals.).
 DO8968
 DO8968.The modeled gravity was interpolated from observed gravity values.
 DO8968
 DO8968;                    North         East    Units  Estimated Accuracy
 DO8968;SPC FL W     -   397,692.      250,947.      MT  (+/- 10 meters HH2 GPS)
 DO8968
 DO8968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5253588673(NAD 83)
 DO8968
 DO8968                          SUPERSEDED SURVEY CONTROL
 DO8968
 DO8968.No superseded survey control is available for this station.
 DO8968
 DO8968_MARKER: DD = SURVEY DISK
 DO8968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8968_STAMPING: SID 25238 2010
 DO8968_MARK LOGO: SWFWMD
 DO8968_PROJECTION: RECESSED 10 CENTIMETERS
 DO8968_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO8968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8968+STABILITY: SURFACE MOTION
 DO8968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8968+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2012
 DO8968
 DO8968  HISTORY     - Date     Condition        Report By
 DO8968  HISTORY     - 20100916 MONUMENTED       SWFWMD
 DO8968  HISTORY     - 20120818 GOOD             FLDEP
 DO8968
 DO8968                          STATION DESCRIPTION
 DO8968
 DO8968'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8968'THE MARK IS NEAR THE NORTHWEST SHORE OF LITTLE GUM LAKE, ABOUT 6.7 MI
 DO8968'(10.8 KM) NORTH-NORTHEAST OF BABSON PARK, 6.5 MI (10.5 KM)
 DO8968'EAST-NORTHEAST OF LAKE WALES, 3.0 MI (4.8 KM) NORTH-NORTHWEST OF
 DO8968'HESPERIDES, IN SECTION 35, TOWNSHIP 29 SOUTH, RANGE 28 EAST.
 DO8968'
 DO8968'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO8968'HIGHWAY 27 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 7.3 MI (11.7
 DO8968'KM) TO THE JUNCTION OF MAMMOTH GROVE ROAD ON THE LEFT.  TURN LEFT ON
 DO8968'MAMMOTH GROVE ROAD AND GO NORTH FOR 2.05 MI (3.3 KM) TO THE JUNCTION
 DO8968'OF CAMP MACK ROAD ON THE RIGHT.  TURN RIGHT ON CAMP MACK ROAD AND GO
 DO8968'NORTHEAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF AN ORANGE GROVE DIRT
 DO8968'ROAD ON THE RIGHT.  TURN RIGHT ON THE ORANGE GROVE ROAD AND GO
 DO8968'SOUTHEAST, ALONG THE NORTH SHORE OF LITTLE GUM LAKE, FOR 0.1 MI (0.2
 DO8968'KM) TO A STAFF GAUGE ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DO8968'ALUMINUM DISK SET IN THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE
 DO8968'MONUMENT RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND AND
 DO8968'ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF THE ORANGE GROVE ROAD.
 DO8968'
 DO8968'LOCATED 43.0 FT (13.1 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DO8968'OF THE ORANGE GROVE ROAD, 40.0 FT (12.2 M) NORTH OF A STAFF GAUGE,
 DO8968'29.2 FT (8.9 M) SOUTH-SOUTHWEST OF SURVEY MARK 25238 A, 6.0 FT (1.8 M)
 DO8968'WEST OF THE APPROXIMATE CENTER OF THE FOOT PATH LEADING TO THE STAFF
 DO8968'GAUGE, 1.5 FT (0.5 M) EAST OF A CARSONITE WITNESS POST AND 1.4 FT (0.4
 DO8968'M) EAST OF A WOODEN POST.
 DO8968'
 DO8968'NOTE-UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8967 ***********************************************************************
 DO8967  DESIGNATION -  25238 A
 DO8967  PID         -  DO8967
 DO8967  STATE/COUNTY-  FL/POLK
 DO8967  COUNTRY     -  US
 DO8967  USGS QUAD   -  HESPERIDES (2018)
 DO8967
 DO8967                         *CURRENT SURVEY CONTROL
 DO8967  ______________________________________________________________________
 DO8967* NAD 83(1986) POSITION- 27 55 20.1    (N) 081 28 56.4    (W)   HD_HELD2
 DO8967* NAVD 88 ORTHO HEIGHT -    29.680 (meters)       97.38  (feet) ADJUSTED
 DO8967  ______________________________________________________________________
 DO8967  GEOID HEIGHT    -        -26.876 (meters)                     GEOID18
 DO8967  DYNAMIC HEIGHT  -         29.636 (meters)       97.23  (feet) COMP
 DO8967  MODELED GRAVITY -    979,149.1   (mgal)                       NAVD 88
 DO8967
 DO8967  VERT ORDER      -  FIRST     CLASS II
 DO8967
 DO8967.The horizontal coordinates were established by autonomous hand held GPS
 DO8967.observations and have an estimated accuracy of +/- 10 meters.
 DO8967
 DO8967.The orthometric height was determined by differential leveling and
 DO8967.adjusted by the NATIONAL GEODETIC SURVEY
 DO8967.in December 2013.
 DO8967
 DO8967.No vertical observational check was made to the station.
 DO8967
 DO8967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8967.GEOID18 height accuracy estimate available here.
 DO8967
 DO8967.Click photographs - Photos may exist for this station.
 DO8967
 DO8967.The dynamic height is computed by dividing the NAVD 88
 DO8967.geopotential number by the normal gravity value computed on the
 DO8967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8967.degrees latitude (g = 980.6199 gals.).
 DO8967
 DO8967.The modeled gravity was interpolated from observed gravity values.
 DO8967
 DO8967;                    North         East    Units  Estimated Accuracy
 DO8967;SPC FL W     -   397,701.      250,953.      MT  (+/- 10 meters HH2 GPS)
 DO8967
 DO8967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5254188683(NAD 83)
 DO8967
 DO8967                          SUPERSEDED SURVEY CONTROL
 DO8967
 DO8967.No superseded survey control is available for this station.
 DO8967
 DO8967_MARKER: DD = SURVEY DISK
 DO8967_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8967_STAMPING: 25238 A 2012
 DO8967_MARK LOGO: SWFWMD
 DO8967_PROJECTION: FLUSH
 DO8967_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8967+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2012
 DO8967_ROD/PIPE-DEPTH: 13.0 meters
 DO8967
 DO8967  HISTORY     - Date     Condition        Report By
 DO8967  HISTORY     - 20121114 MONUMENTED       FLDEP
 DO8967
 DO8967                          STATION DESCRIPTION
 DO8967
 DO8967'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8967'THE MARK IS NEAR THE NORTHWEST SHORE OF LITTLE GUM LAKE, ABOUT 6.7 MI
 DO8967'(10.8 KM) NORTH-NORTHEAST OF BABSON PARK, 6.5 MI (10.5 KM)
 DO8967'EAST-NORTHEAST OF LAKE WALES, 3.0 MI (4.8 KM) NORTH-NORTHWEST OF
 DO8967'HESPERIDES, IN SECTION 35, TOWNSHIP 29 SOUTH, RANGE 28 EAST.
 DO8967'
 DO8967'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND U.S.
 DO8967'HIGHWAY 27 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 7.3 MI (11.7
 DO8967'KM) TO THE JUNCTION OF MAMMOTH GROVE ROAD ON THE LEFT.  TURN LEFT ON
 DO8967'MAMMOTH GROVE ROAD AND GO NORTH FOR 2.05 MI (3.3 KM) TO THE JUNCTION
 DO8967'OF CAMP MACK ROAD ON THE RIGHT.  TURN RIGHT ON CAMP MACK ROAD AND GO
 DO8967'NORTHEAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF AN ORANGE GROVE DIRT
 DO8967'ROAD ON THE RIGHT.  TURN RIGHT ON THE ORANGE GROVE ROAD AND GO
 DO8967'SOUTHEAST, ALONG THE NORTH SHORE OF LITTLE GUM LAKE, FOR 0.1 MI (0.2
 DO8967'KM) TO A STAFF GAUGE ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DO8967'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 42.8 FT (13.0 M) WITH AN
 DO8967'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DO8967'GROUND AND LEVEL WITH THE ORANGE GROVE ROAD.
 DO8967'
 DO8967'LOCATED 29.2 FT (8.9 M) NORTH-NORTHEAST OF SURVEY MARK 25238, 17.3 FT
 DO8967'(5.3 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE ORANGE
 DO8967'GROVE ROAD, 17.3 FT (5.3 M) WEST OF A PVC WATER VALVE, 16.5 FT (5.0 M)
 DO8967'WEST OF A WOODEN POST AND 1.2 FT (0.4 M) WEST OF A CARSONITE WITNESS
 DO8967'POST.
 DO8967'
 DO8967'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8967'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9015 ***********************************************************************
 DO9015  DESIGNATION -  25239 A
 DO9015  PID         -  DO9015
 DO9015  STATE/COUNTY-  FL/POLK
 DO9015  COUNTRY     -  US
 DO9015  USGS QUAD   -  LAKE WALES (2018)
 DO9015
 DO9015                         *CURRENT SURVEY CONTROL
 DO9015  ______________________________________________________________________
 DO9015* NAD 83(1986) POSITION- 27 57 43.0    (N) 081 33 43.3    (W)   HD_HELD2
 DO9015* NAVD 88 ORTHO HEIGHT -    45.162 (meters)      148.17  (feet) ADJUSTED
 DO9015  ______________________________________________________________________
 DO9015  GEOID HEIGHT    -        -26.784 (meters)                     GEOID18
 DO9015  DYNAMIC HEIGHT  -         45.095 (meters)      147.95  (feet) COMP
 DO9015  MODELED GRAVITY -    979,153.0   (mgal)                       NAVD 88
 DO9015
 DO9015  VERT ORDER      -  FIRST     CLASS II
 DO9015
 DO9015.The horizontal coordinates were established by autonomous hand held GPS
 DO9015.observations and have an estimated accuracy of +/- 10 meters.
 DO9015
 DO9015.The orthometric height was determined by differential leveling and
 DO9015.adjusted by the NATIONAL GEODETIC SURVEY
 DO9015.in December 2013.
 DO9015
 DO9015.No vertical observational check was made to the station.
 DO9015
 DO9015.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9015.GEOID18 height accuracy estimate available here.
 DO9015
 DO9015.Click photographs - Photos may exist for this station.
 DO9015
 DO9015.The dynamic height is computed by dividing the NAVD 88
 DO9015.geopotential number by the normal gravity value computed on the
 DO9015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9015.degrees latitude (g = 980.6199 gals.).
 DO9015
 DO9015.The modeled gravity was interpolated from observed gravity values.
 DO9015
 DO9015;                    North         East    Units  Estimated Accuracy
 DO9015;SPC FL W     -   402,069.      243,093.      MT  (+/- 10 meters HH2 GPS)
 DO9015
 DO9015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4472093113(NAD 83)
 DO9015
 DO9015                          SUPERSEDED SURVEY CONTROL
 DO9015
 DO9015.No superseded survey control is available for this station.
 DO9015
 DO9015_MARKER: DD = SURVEY DISK
 DO9015_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9015_STAMPING: 25239 A 2012
 DO9015_MARK LOGO: SWFWMD
 DO9015_PROJECTION: RECESSED 5 CENTIMETERS
 DO9015_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9015+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2012
 DO9015_ROD/PIPE-DEPTH: 23.2 meters
 DO9015
 DO9015  HISTORY     - Date     Condition        Report By
 DO9015  HISTORY     - 20120817 MONUMENTED       FLDEP
 DO9015
 DO9015                          STATION DESCRIPTION
 DO9015
 DO9015'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9015'THE MARK IS ABOUT 8.6 MI (13.8 KM) EAST-SOUTHEAST OF ELOISE, 4.7 MI
 DO9015'(7.6 KM) NORTH OF LAKE WALES, 3.9 MI (6.3 KM) SOUTH-SOUTHEAST OF
 DO9015'DUNDEE, IN SECTION 18, TOWNSHIP 29 SOUTH, RANGE 28 EAST.
 DO9015'
 DO9015'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9015'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9015'KM) WEST OF WAVERLY, GO EAST ON WAVERLY ROAD FOR 2.25 MI (3.6 KM) TO
 DO9015'THE T-JUNCTION OF STATE ROAD 17 (NORTH SCENIC HIGHWAY).  TURN RIGHT ON
 DO9015'STATE ROAD 17 (NORTH SCENIC HIGHWAY) AND GO SOUTH FOR 1.2 MI (1.9 KM)
 DO9015'TO THE INTERSECTION OF CHALET SUZANNE ROAD ON THE RIGHT AND
 DO9015'MASTERPIECE ROAD (COUNTY ROAD 17A) ON THE LEFT.  TURN LEFT ON
 DO9015'MASTERPIECE ROAD (COUNTY ROAD 17A) AND GO EAST FOR 2.05 MI (3.3 KM) TO
 DO9015'THE JUNCTION OF SAINT HELENA ROAD ON THE LEFT.  TURN LEFT ON SAINT
 DO9015'HELENA ROAD AND GO NORTH FOR ABOUT 300.0 FT (91.4 M) TO A WELL SITE ON
 DO9015'THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DO9015'AT A DEPTH OF 76.0 FT (23.2 M) WITH AN ALUMINUM DISK ENCASED IN A
 DO9015'4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DO9015'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF SAINT HELENA ROAD.
 DO9015'
 DO9015'LOCATED 294.8 FT (89.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DO9015'MASTERPIECE ROAD (COUNTY ROAD 17A), 273.2 FT (83.3 M) NORTH-NORTHEAST
 DO9015'OF SURVEY MARK G 738, 15.2 FT (4.6 M) WEST OF THE APPROXIMATE
 DO9015'CENTERLINE OF SAINT HELENA ROAD, 8.5 FT (2.6 M) NORTHWEST OF A WELL
 DO9015'HEAD, 2.2 FT (0.7 M) WEST OF A BARB WIRE FENCE AND 2.0 FT (0.6 M) WEST
 DO9015'OF A CARSONITE WITNESS POST.
 DO9015'
 DO9015'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9015'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9019 ***********************************************************************
 DO9019  DESIGNATION -  25240 A
 DO9019  PID         -  DO9019
 DO9019  STATE/COUNTY-  FL/POLK
 DO9019  COUNTRY     -  US
 DO9019  USGS QUAD   -  LAKE WALES (2018)
 DO9019
 DO9019                         *CURRENT SURVEY CONTROL
 DO9019  ______________________________________________________________________
 DO9019* NAD 83(1986) POSITION- 27 55 11.7    (N) 081 35 38.4    (W)   HD_HELD2
 DO9019* NAVD 88 ORTHO HEIGHT -    44.144 (meters)      144.83  (feet) ADJUSTED
 DO9019  ______________________________________________________________________
 DO9019  GEOID HEIGHT    -        -26.575 (meters)                     GEOID18
 DO9019  DYNAMIC HEIGHT  -         44.078 (meters)      144.61  (feet) COMP
 DO9019  MODELED GRAVITY -    979,153.1   (mgal)                       NAVD 88
 DO9019
 DO9019  VERT ORDER      -  FIRST     CLASS II
 DO9019
 DO9019.The horizontal coordinates were established by autonomous hand held GPS
 DO9019.observations and have an estimated accuracy of +/- 10 meters.
 DO9019
 DO9019.The orthometric height was determined by differential leveling and
 DO9019.adjusted by the NATIONAL GEODETIC SURVEY
 DO9019.in December 2013.
 DO9019
 DO9019.No vertical observational check was made to the station.
 DO9019
 DO9019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9019.GEOID18 height accuracy estimate available here.
 DO9019
 DO9019.Click photographs - Photos may exist for this station.
 DO9019
 DO9019.The dynamic height is computed by dividing the NAVD 88
 DO9019.geopotential number by the normal gravity value computed on the
 DO9019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9019.degrees latitude (g = 980.6199 gals.).
 DO9019
 DO9019.The modeled gravity was interpolated from observed gravity values.
 DO9019
 DO9019;                    North         East    Units  Estimated Accuracy
 DO9019;SPC FL W     -   397,401.      239,962.      MT  (+/- 10 meters HH2 GPS)
 DO9019
 DO9019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4155288473(NAD 83)
 DO9019
 DO9019                          SUPERSEDED SURVEY CONTROL
 DO9019
 DO9019.No superseded survey control is available for this station.
 DO9019
 DO9019_MARKER: DD = SURVEY DISK
 DO9019_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9019_STAMPING: 25240 A 2012
 DO9019_MARK LOGO: SWFWMD
 DO9019_PROJECTION: RECESSED 3 CENTIMETERS
 DO9019_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9019+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO9019_ROD/PIPE-DEPTH: 8.5 meters
 DO9019
 DO9019  HISTORY     - Date     Condition        Report By
 DO9019  HISTORY     - 20121204 MONUMENTED       FLDEP
 DO9019
 DO9019                          STATION DESCRIPTION
 DO9019
 DO9019'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9019'THE MARK IS ABOUT 7.5 MI (12.1 KM) NORTHWEST OF BABSON PARK, 7.2 MI
 DO9019'(11.6 KM) SOUTH-SOUTHEAST OF DUNDEE, 1.4 MI (2.3 KM) NORTH-NORTHWEST
 DO9019'OF LAKE WALES, IN SECTION 35, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9019'
 DO9019'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9019'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9019'KM) WEST OF WAVERLY, GO SOUTHEAST ON U.S. HIGHWAY 27 FOR 4.05 MI (6.5
 DO9019'KM) TO THE JUNCTION OF EAST MOUNTAIN LAKE CUTOFF ROAD ON THE LEFT.
 DO9019'TURN LEFT ON EAST MOUNTAIN LAKE CUTOFF ROAD AND GO EAST FOR 0.65 MI
 DO9019'(1.0 KM) TO THE INTERSECTION OF STATE ROAD 17 (NORTH SCENIC HIGHWAY).
 DO9019'TURN RIGHT ON STATE ROAD 17 (NORTH SCENIC HIGHWAY) AND GO SOUTH FOR
 DO9019'0.55 MI (0.9 KM) TO THE JUNCTION OF FLORIDA AVENUE ON THE RIGHT.  TURN
 DO9019'RIGHT ON FLORIDA AVENUE AND GO WEST FOR ABOUT 250.0 FT (76.2 M) TO THE
 DO9019'EAST ENTRANCE TO JANIE HOWARD WILSON ELEMENTARY SCHOOL ON THE RIGHT.
 DO9019'TURN RIGHT AND ENTER THE SCHOOLYARD AND GO NORTH FOR 0.2 MI (0.3 KM)
 DO9019'TO A WELL SITE AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO9019'DEPTH OF 28.0 FT (8.5 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10
 DO9019'CM) PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND
 DO9019'LEVEL WITH A SAND SERVICE ROAD.
 DO9019'
 DO9019'LOCATED 176.6 FT (53.8 M) WEST OF THE APPROXIMATE CENTERLINE OF STATE
 DO9019'ROAD 17 (NORTH SCENIC HIGHWAY), 75.1 FT (22.9 M) NORTHEAST OF SURVEY
 DO9019'MARK 25240 B, 52.1 FT (15.9 M) NORTHEAST OF THE EAST END OF A CHAIN
 DO9019'LINK FENCE, 40.8 FT (12.4 M) NORTH OF THE NORTHERNMOST OF 2 WELLS, 2.6
 DO9019'FT (0.8 M) SOUTH OF THE WEST END OF A BARB WIRE FENCE AND 1.8 FT (0.5
 DO9019'M) SOUTH OF A CARSONITE WITNESS POST.
 DO9019'
 DO9019'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9019'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9020 ***********************************************************************
 DO9020  DESIGNATION -  25240 B
 DO9020  PID         -  DO9020
 DO9020  STATE/COUNTY-  FL/POLK
 DO9020  COUNTRY     -  US
 DO9020  USGS QUAD   -  LAKE WALES (2018)
 DO9020
 DO9020                         *CURRENT SURVEY CONTROL
 DO9020  ______________________________________________________________________
 DO9020* NAD 83(1986) POSITION- 27 55 11.4    (N) 081 35 39.0    (W)   HD_HELD2
 DO9020* NAVD 88 ORTHO HEIGHT -    43.497 (meters)      142.71  (feet) ADJUSTED
 DO9020  ______________________________________________________________________
 DO9020  GEOID HEIGHT    -        -26.574 (meters)                     GEOID18
 DO9020  DYNAMIC HEIGHT  -         43.432 (meters)      142.49  (feet) COMP
 DO9020  MODELED GRAVITY -    979,153.1   (mgal)                       NAVD 88
 DO9020
 DO9020  VERT ORDER      -  FIRST     CLASS II
 DO9020
 DO9020.The horizontal coordinates were established by autonomous hand held GPS
 DO9020.observations and have an estimated accuracy of +/- 10 meters.
 DO9020
 DO9020.The orthometric height was determined by differential leveling and
 DO9020.adjusted by the NATIONAL GEODETIC SURVEY
 DO9020.in December 2013.
 DO9020
 DO9020.No vertical observational check was made to the station.
 DO9020
 DO9020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9020.GEOID18 height accuracy estimate available here.
 DO9020
 DO9020.Click photographs - Photos may exist for this station.
 DO9020
 DO9020.The dynamic height is computed by dividing the NAVD 88
 DO9020.geopotential number by the normal gravity value computed on the
 DO9020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9020.degrees latitude (g = 980.6199 gals.).
 DO9020
 DO9020.The modeled gravity was interpolated from observed gravity values.
 DO9020
 DO9020;                    North         East    Units  Estimated Accuracy
 DO9020;SPC FL W     -   397,392.      239,946.      MT  (+/- 10 meters HH2 GPS)
 DO9020
 DO9020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4153688463(NAD 83)
 DO9020
 DO9020                          SUPERSEDED SURVEY CONTROL
 DO9020
 DO9020.No superseded survey control is available for this station.
 DO9020
 DO9020_MARKER: DD = SURVEY DISK
 DO9020_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9020_STAMPING: 25240 B 2012
 DO9020_MARK LOGO: SWFWMD
 DO9020_PROJECTION: RECESSED 5 CENTIMETERS
 DO9020_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9020+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO9020_ROD/PIPE-DEPTH: 8.9 meters
 DO9020
 DO9020  HISTORY     - Date     Condition        Report By
 DO9020  HISTORY     - 20121204 MONUMENTED       FLDEP
 DO9020
 DO9020                          STATION DESCRIPTION
 DO9020
 DO9020'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9020'THE MARK IS ABOUT 7.5 MI (12.1 KM) NORTHWEST OF BABSON PARK, 7.2 MI
 DO9020'(11.6 KM) SOUTH-SOUTHEAST OF DUNDEE, 1.4 MI (2.3 KM) NORTH-NORTHWEST
 DO9020'OF LAKE WALES, IN SECTION 35, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9020'
 DO9020'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9020'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9020'KM) WEST OF WAVERLY, GO SOUTHEAST ON U.S. HIGHWAY 27 FOR 4.05 MI (6.5
 DO9020'KM) TO THE JUNCTION OF EAST MOUNTAIN LAKE CUTOFF ROAD ON THE LEFT.
 DO9020'TURN LEFT ON EAST MOUNTAIN LAKE CUTOFF ROAD AND GO EAST FOR 0.65 MI
 DO9020'(1.0 KM) TO THE INTERSECTION OF STATE ROAD 17 (NORTH SCENIC HIGHWAY).
 DO9020'TURN RIGHT ON STATE ROAD 17 (NORTH SCENIC HIGHWAY) AND GO SOUTH FOR
 DO9020'0.55 MI (0.9 KM) TO THE JUNCTION OF FLORIDA AVENUE ON THE RIGHT.  TURN
 DO9020'RIGHT ON FLORIDA AVENUE AND GO WEST FOR ABOUT 250.0 FT (76.2 M) TO THE
 DO9020'EAST ENTRANCE TO JANIE HOWARD WILSON ELEMENTARY SCHOOL ON THE RIGHT.
 DO9020'TURN RIGHT AND ENTER THE SCHOOLYARD AND GO NORTH FOR 0.2 MI (0.3 KM)
 DO9020'TO A WELL SITE AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DO9020'REFUSAL AT A DEPTH OF 29.3 FT (8.9 M) WITH AN ALUMINUM DISK ENCASED IN
 DO9020'A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO9020'THE GROUND AND LEVEL WITH A SAND SERVICE ROAD.
 DO9020'
 DO9020'LOCATED 240.1 FT (73.2 M) WEST OF THE APPROXIMATE CENTERLINE OF STATE
 DO9020'ROAD 17 (NORTH SCENIC HIGHWAY), 75.1 FT (22.9 M) SOUTHWEST OF SURVEY
 DO9020'MARK 25240 A, 57.9 FT (17.6 M) WEST-NORTHWEST OF THE EAST END OF A
 DO9020'CHAIN LINK FENCE, 76.0 FT (23.2 M) WEST-NORTHWEST OF THE NORTHERNMOST
 DO9020'OF 2 WELLS, 2.2 FT (0.7 M) NORTH OF A CHAIN LINK FENCE AND 1.9 FT (0.6
 DO9020'M) NORTH OF A CARSONITE WITNESS POST.
 DO9020'
 DO9020'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9020'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9017 ***********************************************************************
 DO9017  DESIGNATION -  25242 A
 DO9017  PID         -  DO9017
 DO9017  STATE/COUNTY-  FL/POLK
 DO9017  COUNTRY     -  US
 DO9017  USGS QUAD   -  LAKE WALES (2018)
 DO9017
 DO9017                         *CURRENT SURVEY CONTROL
 DO9017  ______________________________________________________________________
 DO9017* NAD 83(1986) POSITION- 27 56 09.6    (N) 081 35 27.6    (W)   HD_HELD2
 DO9017* NAVD 88 ORTHO HEIGHT -    33.849 (meters)      111.05  (feet) ADJUSTED
 DO9017  ______________________________________________________________________
 DO9017  GEOID HEIGHT    -        -26.631 (meters)                     GEOID18
 DO9017  DYNAMIC HEIGHT  -         33.799 (meters)      110.89  (feet) COMP
 DO9017  MODELED GRAVITY -    979,153.6   (mgal)                       NAVD 88
 DO9017
 DO9017  VERT ORDER      -  FIRST     CLASS II
 DO9017
 DO9017.The horizontal coordinates were established by autonomous hand held GPS
 DO9017.observations and have an estimated accuracy of +/- 10 meters.
 DO9017
 DO9017.The orthometric height was determined by differential leveling and
 DO9017.adjusted by the NATIONAL GEODETIC SURVEY
 DO9017.in December 2013.
 DO9017
 DO9017.No vertical observational check was made to the station.
 DO9017
 DO9017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9017.GEOID18 height accuracy estimate available here.
 DO9017
 DO9017.Click photographs - Photos may exist for this station.
 DO9017
 DO9017.The dynamic height is computed by dividing the NAVD 88
 DO9017.geopotential number by the normal gravity value computed on the
 DO9017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9017.degrees latitude (g = 980.6199 gals.).
 DO9017
 DO9017.The modeled gravity was interpolated from observed gravity values.
 DO9017
 DO9017;                    North         East    Units  Estimated Accuracy
 DO9017;SPC FL W     -   399,184.      240,252.      MT  (+/- 10 meters HH2 GPS)
 DO9017
 DO9017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4185690253(NAD 83)
 DO9017
 DO9017                          SUPERSEDED SURVEY CONTROL
 DO9017
 DO9017.No superseded survey control is available for this station.
 DO9017
 DO9017_MARKER: DD = SURVEY DISK
 DO9017_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9017_STAMPING: 25242 A 2012
 DO9017_MARK LOGO: SWFWMD
 DO9017_PROJECTION: RECESSED 5 CENTIMETERS
 DO9017_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9017+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2012
 DO9017_ROD/PIPE-DEPTH: 13.4 meters
 DO9017
 DO9017  HISTORY     - Date     Condition        Report By
 DO9017  HISTORY     - 20120817 MONUMENTED       FLDEP
 DO9017
 DO9017                          STATION DESCRIPTION
 DO9017
 DO9017'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9017'THE MARK IS ABOUT 8.3 MI (13.4 KM) NORTH-NORTHWEST OF BABSON PARK, 6.2
 DO9017'MI (10.0 KM) SOUTH-SOUTHEAST OF DUNDEE, 2.4 MI (3.9 KM) NORTH OF LAKE
 DO9017'WALES, IN SECTION 26, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9017'
 DO9017'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9017'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9017'KM) WEST OF WAVERLY, GO SOUTHEAST ON U.S. HIGHWAY 27 FOR 4.05 MI (6.5
 DO9017'KM) TO THE JUNCTION OF EAST MOUNTAIN LAKE CUTOFF ROAD ON THE LEFT.
 DO9017'TURN LEFT ON EAST MOUNTAIN LAKE CUTOFF ROAD AND GO EAST FOR 0.65 MI
 DO9017'(1.0 KM) TO THE INTERSECTION OF STATE ROAD 17 (NORTH SCENIC HIGHWAY).
 DO9017'TURN LEFT ON STATE ROAD 17 (NORTH SCENIC HIGHWAY) AND GO NORTH FOR 0.8
 DO9017'MI (1.3 KM) TO THE JUNCTION OF MOUNTAIN LAKE ESTATES DRIVE ON THE
 DO9017'RIGHT.  TURN RIGHT ON MOUNTAIN LAKE ESTATES DRIVE AND GO NORTHEAST FOR
 DO9017'ABOUT 200.0 FT (61.0 M) TO A SECURITY CHECKPOINT TO GAIN ACCESS.
 DO9017'CONTINUE NORTHEAST AND EAST ON MOUNTAIN LAKE ESTATES DRIVE FOR 0.5 MI
 DO9017'(0.8 KM) TO THE HISTORIC COLONY HOUSE ON THE RIGHT.  CONTINUE EAST ON
 DO9017'MOUNTAIN LAKE ESTATES DRIVE FOR ABOUT 200.0 FT (61.0 M) TO A GRAVEL
 DO9017'GOLF CART PATH ON THE RIGHT.  TURN RIGHT ON THE CART PATH AND GO SOUTH
 DO9017'FOR ABOUT 400.0 FT (121.9 M) TO A STAFF GAUGE ON THE MOUNTAIN LAKE
 DO9017'SHORELINE AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DO9017'OF 44.0 FT (13.4 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM)
 DO9017'PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND.
 DO9017'
 DO9017'LOCATED 132.7 FT (40.4 M) NORTHWEST OF A STAFF GAUGE, 99.7 FT (30.4 M)
 DO9017'WEST OF SURVEY MARK 25242 B, 10.1 FT (3.1 M) SOUTH OF A 15-INCH (38
 DO9017'CM) DIAMETER LIVE OAK TREE AND 2.2 FT (0.7 M) SOUTH OF A CARSONITE
 DO9017'WITNESS POST.
 DO9017'
 DO9017'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9017'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9018 ***********************************************************************
 DO9018  DESIGNATION -  25242 B
 DO9018  PID         -  DO9018
 DO9018  STATE/COUNTY-  FL/POLK
 DO9018  COUNTRY     -  US
 DO9018  USGS QUAD   -  LAKE WALES (2018)
 DO9018
 DO9018                         *CURRENT SURVEY CONTROL
 DO9018  ______________________________________________________________________
 DO9018* NAD 83(1986) POSITION- 27 56 09.4    (N) 081 35 26.6    (W)   HD_HELD2
 DO9018* NAVD 88 ORTHO HEIGHT -    33.368 (meters)      109.47  (feet) ADJUSTED
 DO9018  ______________________________________________________________________
 DO9018  GEOID HEIGHT    -        -26.631 (meters)                     GEOID18
 DO9018  DYNAMIC HEIGHT  -         33.318 (meters)      109.31  (feet) COMP
 DO9018  MODELED GRAVITY -    979,153.6   (mgal)                       NAVD 88
 DO9018
 DO9018  VERT ORDER      -  FIRST     CLASS II
 DO9018
 DO9018.The horizontal coordinates were established by autonomous hand held GPS
 DO9018.observations and have an estimated accuracy of +/- 10 meters.
 DO9018
 DO9018.The orthometric height was determined by differential leveling and
 DO9018.adjusted by the NATIONAL GEODETIC SURVEY
 DO9018.in December 2013.
 DO9018
 DO9018.No vertical observational check was made to the station.
 DO9018
 DO9018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9018.GEOID18 height accuracy estimate available here.
 DO9018
 DO9018.Click photographs - Photos may exist for this station.
 DO9018
 DO9018.The dynamic height is computed by dividing the NAVD 88
 DO9018.geopotential number by the normal gravity value computed on the
 DO9018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9018.degrees latitude (g = 980.6199 gals.).
 DO9018
 DO9018.The modeled gravity was interpolated from observed gravity values.
 DO9018
 DO9018;                    North         East    Units  Estimated Accuracy
 DO9018;SPC FL W     -   399,178.      240,279.      MT  (+/- 10 meters HH2 GPS)
 DO9018
 DO9018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4188390246(NAD 83)
 DO9018
 DO9018                          SUPERSEDED SURVEY CONTROL
 DO9018
 DO9018.No superseded survey control is available for this station.
 DO9018
 DO9018_MARKER: DD = SURVEY DISK
 DO9018_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9018_STAMPING: 25242 B 2012
 DO9018_MARK LOGO: SWFWMD
 DO9018_PROJECTION: FLUSH
 DO9018_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9018+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2012
 DO9018_ROD/PIPE-DEPTH: 7.3 meters
 DO9018
 DO9018  HISTORY     - Date     Condition        Report By
 DO9018  HISTORY     - 20120817 MONUMENTED       FLDEP
 DO9018
 DO9018                          STATION DESCRIPTION
 DO9018
 DO9018'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9018'THE MARK IS ABOUT 8.3 MI (13.4 KM) NORTH-NORTHWEST OF BABSON PARK, 6.2
 DO9018'MI (10.0 KM) SOUTH-SOUTHEAST OF DUNDEE, 2.4 MI (3.9 KM) NORTH OF LAKE
 DO9018'WALES, IN SECTION 26, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9018'
 DO9018'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9018'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9018'KM) WEST OF WAVERLY, GO SOUTHEAST ON U.S. HIGHWAY 27 FOR 4.05 MI (6.5
 DO9018'KM) TO THE JUNCTION OF EAST MOUNTAIN LAKE CUTOFF ROAD ON THE LEFT.
 DO9018'TURN LEFT ON EAST MOUNTAIN LAKE CUTOFF ROAD AND GO EAST FOR 0.65 MI
 DO9018'(1.0 KM) TO THE INTERSECTION OF STATE ROAD 17 (NORTH SCENIC HIGHWAY).
 DO9018'TURN LEFT ON STATE ROAD 17 (NORTH SCENIC HIGHWAY) AND GO NORTH FOR 0.8
 DO9018'MI (1.3 KM) TO THE JUNCTION OF MOUNTAIN LAKE ESTATES DRIVE ON THE
 DO9018'RIGHT.  TURN RIGHT ON MOUNTAIN LAKE ESTATES DRIVE AND GO NORTHEAST FOR
 DO9018'ABOUT 200.0 FT (61.0 M) TO A SECURITY CHECKPOINT TO GAIN ACCESS.
 DO9018'CONTINUE NORTHEAST AND EAST ON MOUNTAIN LAKE ESTATES DRIVE FOR 0.5 MI
 DO9018'(0.8 KM) TO THE HISTORIC COLONY HOUSE ON THE RIGHT.  CONTINUE EAST ON
 DO9018'MOUNTAIN LAKE ESTATES DRIVE FOR ABOUT 200.0 FT (61.0 M) TO A GRAVEL
 DO9018'GOLF CART PATH ON THE RIGHT.  TURN RIGHT ON THE CART PATH AND GO SOUTH
 DO9018'FOR ABOUT 400.0 FT (121.9 M) TO A STAFF GAUGE ON THE MOUNTAIN LAKE
 DO9018'SHORELINE AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DO9018'OF 24.0 FT (7.3 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM)
 DO9018'PVC PIPE FLUSH WITH THE GROUND.
 DO9018'
 DO9018'LOCATED 99.7 FT (30.4 M) EAST OF SURVEY MARK 25242 A, 75.7 FT (23.1 M)
 DO9018'NORTH OF A STAFF GAUGE, 22.1 FT (6.7 M) WEST OF A 14-INCH (36 CM)
 DO9018'DIAMETER PALM TREE AND 2.1 FT (0.6 M) SOUTH OF A CARSONITE WITNESS
 DO9018'POST.
 DO9018'
 DO9018'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9018'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8997 ***********************************************************************
 DO8997  DESIGNATION -  25264 A
 DO8997  PID         -  DO8997
 DO8997  STATE/COUNTY-  FL/POLK
 DO8997  COUNTRY     -  US
 DO8997  USGS QUAD   -  ELOISE (2018)
 DO8997
 DO8997                         *CURRENT SURVEY CONTROL
 DO8997  ______________________________________________________________________
 DO8997* NAD 83(1986) POSITION- 27 57 17.8    (N) 081 39 09.6    (W)   HD_HELD2
 DO8997* NAVD 88 ORTHO HEIGHT -    36.071 (meters)      118.34  (feet) ADJUSTED
 DO8997  ______________________________________________________________________
 DO8997  GEOID HEIGHT    -        -26.549 (meters)                     GEOID18
 DO8997  DYNAMIC HEIGHT  -         36.017 (meters)      118.17  (feet) COMP
 DO8997  MODELED GRAVITY -    979,156.5   (mgal)                       NAVD 88
 DO8997
 DO8997  VERT ORDER      -  FIRST     CLASS II
 DO8997
 DO8997.The horizontal coordinates were established by autonomous hand held GPS
 DO8997.observations and have an estimated accuracy of +/- 10 meters.
 DO8997
 DO8997.The orthometric height was determined by differential leveling and
 DO8997.adjusted by the NATIONAL GEODETIC SURVEY
 DO8997.in December 2013.
 DO8997
 DO8997.No vertical observational check was made to the station.
 DO8997
 DO8997.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8997.GEOID18 height accuracy estimate available here.
 DO8997
 DO8997.Click photographs - Photos may exist for this station.
 DO8997
 DO8997.The dynamic height is computed by dividing the NAVD 88
 DO8997.geopotential number by the normal gravity value computed on the
 DO8997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8997.degrees latitude (g = 980.6199 gals.).
 DO8997
 DO8997.The modeled gravity was interpolated from observed gravity values.
 DO8997
 DO8997;                    North         East    Units  Estimated Accuracy
 DO8997;SPC FL W     -   401,265.      234,177.      MT  (+/- 10 meters HH2 GPS)
 DO8997
 DO8997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3580092382(NAD 83)
 DO8997
 DO8997                          SUPERSEDED SURVEY CONTROL
 DO8997
 DO8997.No superseded survey control is available for this station.
 DO8997
 DO8997_MARKER: DD = SURVEY DISK
 DO8997_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8997_STAMPING: 25264 A 2012
 DO8997_MARK LOGO: SWFWMD
 DO8997_PROJECTION: RECESSED 3 CENTIMETERS
 DO8997_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8997_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8997+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2012
 DO8997_ROD/PIPE-DEPTH: 18.4 meters
 DO8997
 DO8997  HISTORY     - Date     Condition        Report By
 DO8997  HISTORY     - 20121117 MONUMENTED       FLDEP
 DO8997
 DO8997                          STATION DESCRIPTION
 DO8997
 DO8997'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8997'THE MARK IS ABOUT 5.9 MI (9.5 KM) EAST-SOUTHEAST OF ELOISE, 5.5 MI
 DO8997'(8.8 KM) NORTHWEST OF LAKE WALES, 5.1 MI (8.2 KM) SOUTH-SOUTHWEST OF
 DO8997'DUNDEE, IN SECTION 18, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO8997'
 DO8997'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO8997'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 6.0 MI (9.7 KM) SOUTHEAST
 DO8997'OF WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.6 MI (2.6 KM) TO
 DO8997'THE INTERSECTION OF THOMPSON NURSERY ROAD ON THE RIGHT AND CHALET
 DO8997'SUZANNE ROAD ON THE LEFT.  TURN RIGHT ON THOMPSON NURSERY ROAD AND GO
 DO8997'WEST FOR 1.6 MI (2.6 KM) TO THE JUNCTION OF BERWICK DRIVE ON THE LEFT.
 DO8997'TURN LEFT ON BERWICK DRIVE AND GO SOUTH FOR 0.4 MI (0.6 KM) TO THE
 DO8997'T-JUNCTION OF ASHTON CLUB DRIVE.  TURN LEFT ON ASHTON CLUB DRIVE AND
 DO8997'GO EAST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DO8997'DRIVEN TO REFUSAL AT A DEPTH OF 60.3 FT (18.4 M) WITH AN ALUMINUM DISK
 DO8997'ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.1 FT (3
 DO8997'CM) BELOW THE LEVEL OF THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL
 DO8997'OF ASHTON CLUB DRIVE.
 DO8997'
 DO8997'LOCATED 84.8 FT (25.8 M) NORTH OF SURVEY MARK 25264 B, 58.3 FT (17.8
 DO8997'M) SOUTHWEST OF THE CENTER OF A SANITARY SEWER MANHOLE COVER, 51.7 FT
 DO8997'(15.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF ASHTON CLUB DRIVE,
 DO8997'39.0 FT (11.9 M) SOUTHWEST OF THE NORTHWEST CORNER OF A 10.0 FT (3.0
 DO8997'M) TALL CHAIN LINK FENCE FOR THE TENNIS COURT, 12.3 FT (3.7 M) WEST OF
 DO8997'THE WEST EDGE OF THE SIDEWALK AND 1.5 FT (0.5 M) NORTH OF A CARSONITE
 DO8997'WITNESS POST.
 DO8997'
 DO8997'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8997'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8998 ***********************************************************************
 DO8998  DESIGNATION -  25264 B
 DO8998  PID         -  DO8998
 DO8998  STATE/COUNTY-  FL/POLK
 DO8998  COUNTRY     -  US
 DO8998  USGS QUAD   -  ELOISE (2018)
 DO8998
 DO8998                         *CURRENT SURVEY CONTROL
 DO8998  ______________________________________________________________________
 DO8998* NAD 83(1986) POSITION- 27 57 17.0    (N) 081 39 09.5    (W)   HD_HELD2
 DO8998* NAVD 88 ORTHO HEIGHT -    36.457 (meters)      119.61  (feet) ADJUSTED
 DO8998  ______________________________________________________________________
 DO8998  GEOID HEIGHT    -        -26.549 (meters)                     GEOID18
 DO8998  DYNAMIC HEIGHT  -         36.403 (meters)      119.43  (feet) COMP
 DO8998  MODELED GRAVITY -    979,156.5   (mgal)                       NAVD 88
 DO8998
 DO8998  VERT ORDER      -  FIRST     CLASS II
 DO8998
 DO8998.The horizontal coordinates were established by autonomous hand held GPS
 DO8998.observations and have an estimated accuracy of +/- 10 meters.
 DO8998
 DO8998.The orthometric height was determined by differential leveling and
 DO8998.adjusted by the NATIONAL GEODETIC SURVEY
 DO8998.in December 2013.
 DO8998
 DO8998.No vertical observational check was made to the station.
 DO8998
 DO8998.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8998.GEOID18 height accuracy estimate available here.
 DO8998
 DO8998.Click photographs - Photos may exist for this station.
 DO8998
 DO8998.The dynamic height is computed by dividing the NAVD 88
 DO8998.geopotential number by the normal gravity value computed on the
 DO8998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8998.degrees latitude (g = 980.6199 gals.).
 DO8998
 DO8998.The modeled gravity was interpolated from observed gravity values.
 DO8998
 DO8998;                    North         East    Units  Estimated Accuracy
 DO8998;SPC FL W     -   401,240.      234,179.      MT  (+/- 10 meters HH2 GPS)
 DO8998
 DO8998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3580392358(NAD 83)
 DO8998
 DO8998                          SUPERSEDED SURVEY CONTROL
 DO8998
 DO8998.No superseded survey control is available for this station.
 DO8998
 DO8998_MARKER: DD = SURVEY DISK
 DO8998_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8998_STAMPING: 25264 B 2012
 DO8998_MARK LOGO: SWFWMD
 DO8998_PROJECTION: RECESSED 5 CENTIMETERS
 DO8998_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8998_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8998+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2012
 DO8998_ROD/PIPE-DEPTH: 14.1 meters
 DO8998
 DO8998  HISTORY     - Date     Condition        Report By
 DO8998  HISTORY     - 20121117 MONUMENTED       FLDEP
 DO8998
 DO8998                          STATION DESCRIPTION
 DO8998
 DO8998'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8998'THE MARK IS ABOUT 5.9 MI (9.5 KM) EAST-SOUTHEAST OF ELOISE, 5.5 MI
 DO8998'(8.8 KM) NORTHWEST OF LAKE WALES, 5.1 MI (8.2 KM) SOUTH-SOUTHWEST OF
 DO8998'DUNDEE, IN SECTION 18, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO8998'
 DO8998'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO8998'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 6.0 MI (9.7 KM) SOUTHEAST
 DO8998'OF WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.6 MI (2.6 KM) TO
 DO8998'THE INTERSECTION OF THOMPSON NURSERY ROAD ON THE RIGHT AND CHALET
 DO8998'SUZANNE ROAD ON THE LEFT.  TURN RIGHT ON THOMPSON NURSERY ROAD AND GO
 DO8998'WEST FOR 1.6 MI (2.6 KM) TO THE JUNCTION OF BERWICK DRIVE ON THE LEFT.
 DO8998'TURN LEFT ON BERWICK DRIVE AND GO SOUTH FOR 0.4 MI (0.6 KM) TO THE
 DO8998'T-JUNCTION OF ASHTON CLUB DRIVE.  TURN LEFT ON ASHTON CLUB DRIVE AND
 DO8998'GO EAST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DO8998'DRIVEN TO REFUSAL AT A DEPTH OF 46.3 FT (14.1 M) WITH AN ALUMINUM DISK
 DO8998'ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6
 DO8998'CM) BELOW THE LEVEL OF THE GROUND AND 2.5 FT (0.8 M) BELOW THE LEVEL
 DO8998'OF THE CONCRETE SIDEWALK.
 DO8998'
 DO8998'LOCATED 84.8 FT (25.8 M) SOUTH OF SURVEY MARK 25264 A, 24.4 FT (7.4 M)
 DO8998'WEST OF THE SOUTHWEST CORNER OF A 10.0 FT (3.0 M) TALL CHAIN LINK
 DO8998'FENCE FOR THE TENNIS COURT, 8.9 FT (2.7 M) NORTH OF THE NORTHEAST
 DO8998'CORNER OF A WOODEN BRIDGE, 5.9 FT (1.8 M) WEST OF THE WEST EDGE OF THE
 DO8998'CONCRETE SIDEWALK AND 2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS POST.
 DO8998'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8998'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9011 ***********************************************************************
 DO9011  DESIGNATION -  25268 A
 DO9011  PID         -  DO9011
 DO9011  STATE/COUNTY-  FL/POLK
 DO9011  COUNTRY     -  US
 DO9011  USGS QUAD   -  LAKE WALES (2018)
 DO9011
 DO9011                         *CURRENT SURVEY CONTROL
 DO9011  ______________________________________________________________________
 DO9011* NAD 83(1986) POSITION- 27 58 04.9    (N) 081 36 02.4    (W)   HD_HELD2
 DO9011* NAVD 88 ORTHO HEIGHT -    39.583 (meters)      129.87  (feet) ADJUSTED
 DO9011  ______________________________________________________________________
 DO9011  GEOID HEIGHT    -        -26.709 (meters)                     GEOID18
 DO9011  DYNAMIC HEIGHT  -         39.524 (meters)      129.67  (feet) COMP
 DO9011  MODELED GRAVITY -    979,154.8   (mgal)                       NAVD 88
 DO9011
 DO9011  VERT ORDER      -  FIRST     CLASS II
 DO9011
 DO9011.The horizontal coordinates were established by autonomous hand held GPS
 DO9011.observations and have an estimated accuracy of +/- 10 meters.
 DO9011
 DO9011.The orthometric height was determined by differential leveling and
 DO9011.adjusted by the NATIONAL GEODETIC SURVEY
 DO9011.in December 2013.
 DO9011
 DO9011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9011.GEOID18 height accuracy estimate available here.
 DO9011
 DO9011.Click photographs - Photos may exist for this station.
 DO9011
 DO9011.The dynamic height is computed by dividing the NAVD 88
 DO9011.geopotential number by the normal gravity value computed on the
 DO9011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9011.degrees latitude (g = 980.6199 gals.).
 DO9011
 DO9011.The modeled gravity was interpolated from observed gravity values.
 DO9011
 DO9011;                    North         East    Units  Estimated Accuracy
 DO9011;SPC FL W     -   402,730.      239,289.      MT  (+/- 10 meters HH2 GPS)
 DO9011
 DO9011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4092293805(NAD 83)
 DO9011
 DO9011                          SUPERSEDED SURVEY CONTROL
 DO9011
 DO9011.No superseded survey control is available for this station.
 DO9011
 DO9011_MARKER: DD = SURVEY DISK
 DO9011_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9011_STAMPING: 25268 A 2012
 DO9011_MARK LOGO: SWFWMD
 DO9011_PROJECTION: RECESSED 5 CENTIMETERS
 DO9011_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9011+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2019
 DO9011_ROD/PIPE-DEPTH: 24.4 meters
 DO9011
 DO9011  HISTORY     - Date     Condition        Report By
 DO9011  HISTORY     - 20121118 MONUMENTED       FLDEP
 DO9011  HISTORY     - 20190422 GOOD             SWFWMD
 DO9011
 DO9011                          STATION DESCRIPTION
 DO9011
 DO9011'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9011'THE MARK IS ABOUT 8.6 MI (13.8 KM) EAST-SOUTHEAST OF ELOISE, 4.7 MI
 DO9011'(7.6 KM) NORTH OF LAKE WALES, 3.9 MI (6.3 KM) SOUTH-SOUTHEAST OF
 DO9011'DUNDEE, IN SECTION 15, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9011'
 DO9011'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9011'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9011'KM) WEST OF WAVERLY, GO EAST ON WAVERLY ROAD FOR 2.25 MI (3.6 KM) TO
 DO9011'THE T-JUNCTION OF STATE ROAD 17 (NORTH SCENIC HIGHWAY).  TURN RIGHT ON
 DO9011'STATE ROAD 17 (NORTH SCENIC HIGHWAY) AND GO SOUTH FOR 0.65 MI (1.0 KM)
 DO9011'TO THE INTERSECTION OF LAKE MABEL LOOP ROAD ON THE LEFT AND C.F.
 DO9011'KINNEY ROAD ON THE RIGHT.  TURN RIGHT ON C.F.  KINNEY ROAD AND GO WEST
 DO9011'FOR 0.35 MI (0.6 KM) TO A FENCE BREAK ON THE LEFT AND THE MARK ON THE
 DO9011'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M)
 DO9011'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO9011'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M)
 DO9011'BELOW THE LEVEL OF C.F.  KINNEY ROAD.
 DO9011'
 DO9011'LOCATED 75.8 FT (23.1 M) NORTH-NORTHEAST OF SURVEY MARK 25268 B, 23.1
 DO9011'FT (7.0 M) WEST OF A 24-INCH (61 CM) DIAMETER PALM TREE, 18.8 FT (5.7
 DO9011'M) SOUTH OF THE APPROXIMATE CENTERLINE OF C.F.  KINNEY ROAD, 2.8 FT
 DO9011'(0.9 M) SOUTHEAST OF THE EASTERNMOST OF 2 UPRIGHT RAILROAD TIES AND
 DO9011'1.8 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 DO9011'
 DO9011'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9011'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9011
 DO9011                          STATION RECOVERY (2019)
 DO9011
 DO9011'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (CO)
 DO9011'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9012 ***********************************************************************
 DO9012  DESIGNATION -  25268 B
 DO9012  PID         -  DO9012
 DO9012  STATE/COUNTY-  FL/POLK
 DO9012  COUNTRY     -  US
 DO9012  USGS QUAD   -  LAKE WALES (2018)
 DO9012
 DO9012                         *CURRENT SURVEY CONTROL
 DO9012  ______________________________________________________________________
 DO9012* NAD 83(1986) POSITION- 27 58 04.3    (N) 081 36 02.7    (W)   HD_HELD2
 DO9012* NAVD 88 ORTHO HEIGHT -    36.761 (meters)      120.61  (feet) ADJUSTED
 DO9012  ______________________________________________________________________
 DO9012  GEOID HEIGHT    -        -26.709 (meters)                     GEOID18
 DO9012  DYNAMIC HEIGHT  -         36.706 (meters)      120.43  (feet) COMP
 DO9012  MODELED GRAVITY -    979,154.8   (mgal)                       NAVD 88
 DO9012
 DO9012  VERT ORDER      -  FIRST     CLASS II
 DO9012
 DO9012.The horizontal coordinates were established by autonomous hand held GPS
 DO9012.observations and have an estimated accuracy of +/- 10 meters.
 DO9012
 DO9012.The orthometric height was determined by differential leveling and
 DO9012.adjusted by the NATIONAL GEODETIC SURVEY
 DO9012.in December 2013.
 DO9012
 DO9012.No vertical observational check was made to the station.
 DO9012
 DO9012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9012.GEOID18 height accuracy estimate available here.
 DO9012
 DO9012.Click photographs - Photos may exist for this station.
 DO9012
 DO9012.The dynamic height is computed by dividing the NAVD 88
 DO9012.geopotential number by the normal gravity value computed on the
 DO9012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9012.degrees latitude (g = 980.6199 gals.).
 DO9012
 DO9012.The modeled gravity was interpolated from observed gravity values.
 DO9012
 DO9012;                    North         East    Units  Estimated Accuracy
 DO9012;SPC FL W     -   402,712.      239,280.      MT  (+/- 10 meters HH2 GPS)
 DO9012
 DO9012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4091493787(NAD 83)
 DO9012
 DO9012                          SUPERSEDED SURVEY CONTROL
 DO9012
 DO9012.No superseded survey control is available for this station.
 DO9012
 DO9012_MARKER: DD = SURVEY DISK
 DO9012_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9012_STAMPING: 25268 B 2012
 DO9012_MARK LOGO: SWFWMD
 DO9012_PROJECTION: RECESSED 3 CENTIMETERS
 DO9012_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9012+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2019
 DO9012_ROD/PIPE-DEPTH: 19.9 meters
 DO9012
 DO9012  HISTORY     - Date     Condition        Report By
 DO9012  HISTORY     - 20121118 MONUMENTED       FLDEP
 DO9012  HISTORY     - 20190422 GOOD             SWFWMD
 DO9012
 DO9012                          STATION DESCRIPTION
 DO9012
 DO9012'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9012'THE MARK IS ABOUT 8.6 MI (13.8 KM) EAST-SOUTHEAST OF ELOISE, 4.7 MI
 DO9012'(7.6 KM) NORTH OF LAKE WALES, 3.9 MI (6.3 KM) SOUTH-SOUTHEAST OF
 DO9012'DUNDEE, IN SECTION 15, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9012'
 DO9012'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9012'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9012'KM) WEST OF WAVERLY, GO EAST ON WAVERLY ROAD FOR 2.25 MI (3.6 KM) TO
 DO9012'THE T-JUNCTION OF STATE ROAD 17 (NORTH SCENIC HIGHWAY).  TURN RIGHT ON
 DO9012'STATE ROAD 17 (NORTH SCENIC HIGHWAY) AND GO SOUTH FOR 0.65 MI (1.0 KM)
 DO9012'TO THE INTERSECTION OF LAKE MABEL LOOP ROAD ON THE LEFT AND C.F.
 DO9012'KINNEY ROAD ON THE RIGHT.  TURN RIGHT ON C.F.  KINNEY ROAD AND GO WEST
 DO9012'FOR 0.35 MI (0.6 KM) TO A FENCE BREAK ON THE LEFT AND THE MARK ON THE
 DO9012'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 65.3 FT (19.9 M)
 DO9012'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO9012'0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 3.0 FT (0.9 M)
 DO9012'BELOW THE LEVEL OF C.F.  KINNEY ROAD.
 DO9012'
 DO9012'LOCATED 91.8 FT (28.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF C.F.
 DO9012'KINNEY ROAD, 75.8 FT (23.1 M) SOUTH-SOUTHWEST OF SURVEY MARK 25268 A,
 DO9012'73.7 FT (22.5 M) NORTHEAST OF A STAFF GAUGE, 38.7 FT (11.8 M) EAST OF
 DO9012'A BARB WIRE FENCE, 23.1 FT (7.0 M) WEST OF A 24-INCH (61 CM) DIAMETER
 DO9012'PALM TREE AND 1.5 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DO9012'
 DO9012'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9012'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9012
 DO9012                          STATION RECOVERY (2019)
 DO9012
 DO9012'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (CO)
 DO9012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9013 ***********************************************************************
 DO9013  DESIGNATION -  25282 A
 DO9013  PID         -  DO9013
 DO9013  STATE/COUNTY-  FL/POLK
 DO9013  COUNTRY     -  US
 DO9013  USGS QUAD   -  LAKE WALES (2018)
 DO9013
 DO9013                         *CURRENT SURVEY CONTROL
 DO9013  ______________________________________________________________________
 DO9013* NAD 83(1986) POSITION- 27 57 24.5    (N) 081 35 33.5    (W)   HD_HELD2
 DO9013* NAVD 88 ORTHO HEIGHT -    33.029 (meters)      108.36  (feet) ADJUSTED
 DO9013  ______________________________________________________________________
 DO9013  GEOID HEIGHT    -        -26.692 (meters)                     GEOID18
 DO9013  DYNAMIC HEIGHT  -         32.980 (meters)      108.20  (feet) COMP
 DO9013  MODELED GRAVITY -    979,154.4   (mgal)                       NAVD 88
 DO9013
 DO9013  VERT ORDER      -  FIRST     CLASS II
 DO9013
 DO9013.The horizontal coordinates were established by autonomous hand held GPS
 DO9013.observations and have an estimated accuracy of +/- 10 meters.
 DO9013
 DO9013.The orthometric height was determined by differential leveling and
 DO9013.adjusted by the NATIONAL GEODETIC SURVEY
 DO9013.in December 2013.
 DO9013
 DO9013.No vertical observational check was made to the station.
 DO9013
 DO9013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9013.GEOID18 height accuracy estimate available here.
 DO9013
 DO9013.Click photographs - Photos may exist for this station.
 DO9013
 DO9013.The dynamic height is computed by dividing the NAVD 88
 DO9013.geopotential number by the normal gravity value computed on the
 DO9013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9013.degrees latitude (g = 980.6199 gals.).
 DO9013
 DO9013.The modeled gravity was interpolated from observed gravity values.
 DO9013
 DO9013;                    North         East    Units  Estimated Accuracy
 DO9013;SPC FL W     -   401,489.      240,083.      MT  (+/- 10 meters HH2 GPS)
 DO9013
 DO9013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4170692558(NAD 83)
 DO9013
 DO9013                          SUPERSEDED SURVEY CONTROL
 DO9013
 DO9013.No superseded survey control is available for this station.
 DO9013
 DO9013_MARKER: DD = SURVEY DISK
 DO9013_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9013_STAMPING: 25282 A 2012
 DO9013_MARK LOGO: SWFWMD
 DO9013_PROJECTION: RECESSED 5 CENTIMETERS
 DO9013_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9013+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2012
 DO9013_ROD/PIPE-DEPTH: 13.4 meters
 DO9013
 DO9013  HISTORY     - Date     Condition        Report By
 DO9013  HISTORY     - 20121118 MONUMENTED       FLDEP
 DO9013
 DO9013                          STATION DESCRIPTION
 DO9013
 DO9013'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9013'THE MARK IS ABOUT 9.3 MI (15.0 KM) EAST-SOUTHEAST OF ELOISE, 4.8 MI
 DO9013'(7.7 KM) SOUTH-SOUTHEAST OF DUNDEE, 3.9 MI (6.3 KM) NORTH OF LAKE
 DO9013'WALES, IN SECTION 14, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9013'
 DO9013'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9013'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9013'KM) WEST OF WAVERLY, GO EAST ON WAVERLY ROAD FOR 2.25 MI (3.6 KM) TO
 DO9013'THE T-JUNCTION OF STATE ROAD 17 (NORTH SCENIC HIGHWAY).  TURN RIGHT ON
 DO9013'STATE ROAD 17 (NORTH SCENIC HIGHWAY) AND GO SOUTH FOR 1.4 MI (2.3 KM)
 DO9013'TO THE JUNCTION OF A PRIVATE DRIVEWAY AT 3934 NORTH SCENIC HIGHWAY
 DO9013'(STATE ROAD 17) ON THE LEFT.  TURN LEFT ON THE DRIVEWAY AND GO EAST
 DO9013'TOWARD LAKE STARR FOR 0.15 MI (0.2 KM) TO A STAFF GAUGE STRAIGHT AHEAD
 DO9013'AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DO9013'OF 44.0 FT (13.4 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM)
 DO9013'PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND.
 DO9013'
 DO9013'LOCATED 257.3 FT (78.4 M) NORTH OF A CHAIN LINK FENCE, 197.3 FT (60.1
 DO9013'M) NORTHWEST OF A STAFF GAUGE, 140.8 FT (42.9 M) NORTH-NORTHWEST OF
 DO9013'SURVEY MARK 25282 B AND 1.8 FT (0.5 M) SOUTH OF A CARSONITE WITNESS
 DO9013'POST.
 DO9013'
 DO9013'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9013'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9014 ***********************************************************************
 DO9014  DESIGNATION -  25282 B
 DO9014  PID         -  DO9014
 DO9014  STATE/COUNTY-  FL/POLK
 DO9014  COUNTRY     -  US
 DO9014  USGS QUAD   -  LAKE WALES (2018)
 DO9014
 DO9014                         *CURRENT SURVEY CONTROL
 DO9014  ______________________________________________________________________
 DO9014* NAD 83(1986) POSITION- 27 57 23.1    (N) 081 35 33.1    (W)   HD_HELD2
 DO9014* NAVD 88 ORTHO HEIGHT -    33.349 (meters)      109.41  (feet) ADJUSTED
 DO9014  ______________________________________________________________________
 DO9014  GEOID HEIGHT    -        -26.691 (meters)                     GEOID18
 DO9014  DYNAMIC HEIGHT  -         33.299 (meters)      109.25  (feet) COMP
 DO9014  MODELED GRAVITY -    979,154.4   (mgal)                       NAVD 88
 DO9014
 DO9014  VERT ORDER      -  FIRST     CLASS II
 DO9014
 DO9014.The horizontal coordinates were established by autonomous hand held GPS
 DO9014.observations and have an estimated accuracy of +/- 10 meters.
 DO9014
 DO9014.The orthometric height was determined by differential leveling and
 DO9014.adjusted by the NATIONAL GEODETIC SURVEY
 DO9014.in December 2013.
 DO9014
 DO9014.No vertical observational check was made to the station.
 DO9014
 DO9014.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9014.GEOID18 height accuracy estimate available here.
 DO9014
 DO9014.Click photographs - Photos may exist for this station.
 DO9014
 DO9014.The dynamic height is computed by dividing the NAVD 88
 DO9014.geopotential number by the normal gravity value computed on the
 DO9014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9014.degrees latitude (g = 980.6199 gals.).
 DO9014
 DO9014.The modeled gravity was interpolated from observed gravity values.
 DO9014
 DO9014;                    North         East    Units  Estimated Accuracy
 DO9014;SPC FL W     -   401,446.      240,094.      MT  (+/- 10 meters HH2 GPS)
 DO9014
 DO9014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4171792515(NAD 83)
 DO9014
 DO9014                          SUPERSEDED SURVEY CONTROL
 DO9014
 DO9014.No superseded survey control is available for this station.
 DO9014
 DO9014_MARKER: DD = SURVEY DISK
 DO9014_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9014_STAMPING: 25282 B 2012
 DO9014_MARK LOGO: SWFWMD
 DO9014_PROJECTION: RECESSED 5 CENTIMETERS
 DO9014_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9014+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO9014_ROD/PIPE-DEPTH: 11.7 meters
 DO9014
 DO9014  HISTORY     - Date     Condition        Report By
 DO9014  HISTORY     - 20121204 MONUMENTED       FLDEP
 DO9014
 DO9014                          STATION DESCRIPTION
 DO9014
 DO9014'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9014'THE MARK IS ABOUT 9.3 MI (15.0 KM) EAST-SOUTHEAST OF ELOISE, 4.8 MI
 DO9014'(7.7 KM) SOUTH-SOUTHEAST OF DUNDEE, 3.9 MI (6.3 KM) NORTH OF LAKE
 DO9014'WALES, IN SECTION 14, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9014'
 DO9014'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9014'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9014'KM) WEST OF WAVERLY, GO EAST ON WAVERLY ROAD FOR 2.25 MI (3.6 KM) TO
 DO9014'THE T-JUNCTION OF STATE ROAD 17 (NORTH SCENIC HIGHWAY).  TURN RIGHT ON
 DO9014'STATE ROAD 17 (NORTH SCENIC HIGHWAY) AND GO SOUTH FOR 1.4 MI (2.3 KM)
 DO9014'TO THE JUNCTION OF A PRIVATE DRIVEWAY AT 3934 NORTH SCENIC HIGHWAY
 DO9014'(STATE ROAD 17) ON THE LEFT.  TURN LEFT ON THE DRIVEWAY AND GO EAST
 DO9014'TOWARD LAKE STARR FOR 0.15 MI (0.2 KM) TO A STAFF GAUGE STRAIGHT AHEAD
 DO9014'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO9014'DEPTH OF 38.3 FT (11.7 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DO9014'(10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND.
 DO9014'LOCATED 140.8 FT (42.9 M) SOUTH-SOUTHEAST OF SURVEY MARK 25282 A,
 DO9014'116.7 FT (35.6 M) NORTH OF A CHAIN LINK FENCE, 102.0 FT (31.1 M)
 DO9014'WEST-NORTHWEST OF A STAFF GAUGE AND 2.3 FT (0.7 M) EAST OF A CARSONITE
 DO9014'WITNESS POST.
 DO9014'
 DO9014'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9014'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9009 ***********************************************************************
 DO9009  DESIGNATION -  25298 A
 DO9009  PID         -  DO9009
 DO9009  STATE/COUNTY-  FL/POLK
 DO9009  COUNTRY     -  US
 DO9009  USGS QUAD   -  LAKE WALES (2018)
 DO9009
 DO9009                         *CURRENT SURVEY CONTROL
 DO9009  ______________________________________________________________________
 DO9009* NAD 83(1986) POSITION- 27 58 17.6    (N) 081 35 36.5    (W)   HD_HELD2
 DO9009* NAVD 88 ORTHO HEIGHT -    33.984 (meters)      111.50  (feet) ADJUSTED
 DO9009  ______________________________________________________________________
 DO9009  GEOID HEIGHT    -        -26.737 (meters)                     GEOID18
 DO9009  DYNAMIC HEIGHT  -         33.933 (meters)      111.33  (feet) COMP
 DO9009  MODELED GRAVITY -    979,154.5   (mgal)                       NAVD 88
 DO9009
 DO9009  VERT ORDER      -  FIRST     CLASS II
 DO9009
 DO9009.The horizontal coordinates were established by autonomous hand held GPS
 DO9009.observations and have an estimated accuracy of +/- 10 meters.
 DO9009
 DO9009.The orthometric height was determined by differential leveling and
 DO9009.adjusted by the NATIONAL GEODETIC SURVEY
 DO9009.in December 2013.
 DO9009
 DO9009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9009.GEOID18 height accuracy estimate available here.
 DO9009
 DO9009.Click photographs - Photos may exist for this station.
 DO9009
 DO9009.The dynamic height is computed by dividing the NAVD 88
 DO9009.geopotential number by the normal gravity value computed on the
 DO9009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9009.degrees latitude (g = 980.6199 gals.).
 DO9009
 DO9009.The modeled gravity was interpolated from observed gravity values.
 DO9009
 DO9009;                    North         East    Units  Estimated Accuracy
 DO9009;SPC FL W     -   403,124.      239,995.      MT  (+/- 10 meters HH2 GPS)
 DO9009
 DO9009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4163294193(NAD 83)
 DO9009
 DO9009                          SUPERSEDED SURVEY CONTROL
 DO9009
 DO9009.No superseded survey control is available for this station.
 DO9009
 DO9009_MARKER: DD = SURVEY DISK
 DO9009_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9009_STAMPING: 25298 A 2012
 DO9009_MARK LOGO: SWFWMD
 DO9009_PROJECTION: RECESSED 5 CENTIMETERS
 DO9009_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9009+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO9009_ROD/PIPE-DEPTH: 7.2 meters
 DO9009
 DO9009  HISTORY     - Date     Condition        Report By
 DO9009  HISTORY     - 20121204 MONUMENTED       FLDEP
 DO9009
 DO9009                          STATION DESCRIPTION
 DO9009
 DO9009'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9009'THE MARK IS ABOUT 9.0 MI (14.5 KM) EAST OF ELOISE, 4.9 MI (7.9 KM)
 DO9009'NORTH OF LAKE WALES, 3.8 MI (6.1 KM) SOUTH-SOUTHEAST OF DUNDEE, IN
 DO9009'SECTION 11, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9009'
 DO9009'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9009'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9009'KM) WEST OF WAVERLY, GO EAST ON WAVERLY ROAD FOR 2.25 MI (3.6 KM) TO
 DO9009'THE T-JUNCTION OF STATE ROAD 17 (NORTH SCENIC HIGHWAY).  TURN RIGHT ON
 DO9009'STATE ROAD 17 (NORTH SCENIC HIGHWAY) AND GO SOUTH FOR 0.4 MI (0.6 KM)
 DO9009'TO THE JUNCTION OF A DRIVEWAY TO THE LAKE MABEL COTTAGES AND RV PARK
 DO9009'ON THE LEFT.  TURN LEFT ENTERING THE PARK AND GO EAST FOR 0.1 MI (0.2
 DO9009'KM) TO A PIER AND A STAFF GAUGE AHEAD AND THE MARK ON THE RIGHT, AN
 DO9009'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.6 FT (7.2 M) WITH AN
 DO9009'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6
 DO9009'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE DRIVEWAY.
 DO9009'
 DO9009'LOCATED 95.6 FT (29.1 M) WEST-SOUTHWEST OF A PRIMARY STAFF GAUGE, 65.6
 DO9009'FT (20.0 M) WEST-SOUTHWEST OF SURVEY MARK 25298 B, 32.1 FT (9.8 M)
 DO9009'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN DOCK, 21.1 FT (6.4
 DO9009'M) NORTH-NORTHEAST OF A SECONDARY STAFF GAUGE, 3.0 FT (0.9 M)
 DO9009'SOUTH-SOUTHWEST OF POWER POLE NUMBER 7225239 AND 2.9 FT (0.9 M)
 DO9009'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9009'
 DO9009'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9009'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9010 ***********************************************************************
 DO9010  DESIGNATION -  25298 B
 DO9010  PID         -  DO9010
 DO9010  STATE/COUNTY-  FL/POLK
 DO9010  COUNTRY     -  US
 DO9010  USGS QUAD   -  LAKE WALES (2018)
 DO9010
 DO9010                         *CURRENT SURVEY CONTROL
 DO9010  ______________________________________________________________________
 DO9010* NAD 83(1986) POSITION- 27 58 17.7    (N) 081 35 35.8    (W)   HD_HELD2
 DO9010* NAVD 88 ORTHO HEIGHT -    31.752 (meters)      104.17  (feet) ADJUSTED
 DO9010  ______________________________________________________________________
 DO9010  GEOID HEIGHT    -        -26.738 (meters)                     GEOID18
 DO9010  DYNAMIC HEIGHT  -         31.704 (meters)      104.02  (feet) COMP
 DO9010  MODELED GRAVITY -    979,154.5   (mgal)                       NAVD 88
 DO9010
 DO9010  VERT ORDER      -  FIRST     CLASS II
 DO9010
 DO9010.The horizontal coordinates were established by autonomous hand held GPS
 DO9010.observations and have an estimated accuracy of +/- 10 meters.
 DO9010
 DO9010.The orthometric height was determined by differential leveling and
 DO9010.adjusted by the NATIONAL GEODETIC SURVEY
 DO9010.in December 2013.
 DO9010
 DO9010.No vertical observational check was made to the station.
 DO9010
 DO9010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9010.GEOID18 height accuracy estimate available here.
 DO9010
 DO9010.Click photographs - Photos may exist for this station.
 DO9010
 DO9010.The dynamic height is computed by dividing the NAVD 88
 DO9010.geopotential number by the normal gravity value computed on the
 DO9010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9010.degrees latitude (g = 980.6199 gals.).
 DO9010
 DO9010.The modeled gravity was interpolated from observed gravity values.
 DO9010
 DO9010;                    North         East    Units  Estimated Accuracy
 DO9010;SPC FL W     -   403,127.      240,014.      MT  (+/- 10 meters HH2 GPS)
 DO9010
 DO9010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4165194196(NAD 83)
 DO9010
 DO9010                          SUPERSEDED SURVEY CONTROL
 DO9010
 DO9010.No superseded survey control is available for this station.
 DO9010
 DO9010_MARKER: DD = SURVEY DISK
 DO9010_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9010_STAMPING: 25298 B 2012
 DO9010_MARK LOGO: SWFWMD
 DO9010_PROJECTION: RECESSED 5 CENTIMETERS
 DO9010_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9010_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9010_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9010+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO9010_ROD/PIPE-DEPTH: 16.8 meters
 DO9010
 DO9010  HISTORY     - Date     Condition        Report By
 DO9010  HISTORY     - 20121204 MONUMENTED       FLDEP
 DO9010
 DO9010                          STATION DESCRIPTION
 DO9010
 DO9010'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9010'THE MARK IS ABOUT 9.0 MI (14.5 KM) EAST OF ELOISE, 4.9 MI (7.9 KM)
 DO9010'NORTH OF LAKE WALES, 3.8 MI (6.1 KM) SOUTH-SOUTHEAST OF DUNDEE, IN
 DO9010'SECTION 11, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9010'
 DO9010'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9010'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9010'KM) WEST OF WAVERLY, GO EAST ON WAVERLY ROAD FOR 2.25 MI (3.6 KM) TO
 DO9010'THE T-JUNCTION OF STATE ROAD 17 (NORTH SCENIC HIGHWAY).  TURN RIGHT ON
 DO9010'STATE ROAD 17 (NORTH SCENIC HIGHWAY) AND GO SOUTH FOR 0.4 MI (0.6 KM)
 DO9010'TO THE JUNCTION OF A DRIVEWAY TO THE LAKE MABEL COTTAGES AND RV PARK
 DO9010'ON THE LEFT.  TURN LEFT ENTERING THE PARK AND GO EAST FOR 0.1 MI (0.2
 DO9010'KM) TO A PIER AND A STAFF GAUGE AHEAD AND THE MARK STRAIGHT AHEAD, AN
 DO9010'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 55.0 FT (16.8 M) WITH AN
 DO9010'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6
 DO9010'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE
 DO9010'LEVEL OF THE DRIVEWAY.
 DO9010'
 DO9010'LOCATED 65.6 FT (20.0 M) EAST-NORTHEAST OF SURVEY MARK 25298 A, 32.8
 DO9010'FT (10.0 M) EAST OF THE NORTHWEST CORNER OF A WOODEN DOCK, 30.6 FT
 DO9010'(9.3 M) WEST OF A PRIMARY STAFF GAUGE, 1.9 FT (0.6 M) NORTH OF A
 DO9010'WOODEN DOCK AND 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DO9010'
 DO9010'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9010'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9003 ***********************************************************************
 DO9003  DESIGNATION -  25299 A
 DO9003  PID         -  DO9003
 DO9003  STATE/COUNTY-  FL/POLK
 DO9003  COUNTRY     -  US
 DO9003  USGS QUAD   -  LAKE WALES (2018)
 DO9003
 DO9003                         *CURRENT SURVEY CONTROL
 DO9003  ______________________________________________________________________
 DO9003* NAD 83(1986) POSITION- 27 58 28.3    (N) 081 36 35.0    (W)   HD_HELD2
 DO9003* NAVD 88 ORTHO HEIGHT -    37.806 (meters)      124.04  (feet) ADJUSTED
 DO9003  ______________________________________________________________________
 DO9003  GEOID HEIGHT    -        -26.710 (meters)                     GEOID18
 DO9003  DYNAMIC HEIGHT  -         37.749 (meters)      123.85  (feet) COMP
 DO9003  MODELED GRAVITY -    979,155.1   (mgal)                       NAVD 88
 DO9003
 DO9003  VERT ORDER      -  FIRST     CLASS II
 DO9003
 DO9003.The horizontal coordinates were established by autonomous hand held GPS
 DO9003.observations and have an estimated accuracy of +/- 10 meters.
 DO9003
 DO9003.The orthometric height was determined by differential leveling and
 DO9003.adjusted by the NATIONAL GEODETIC SURVEY
 DO9003.in December 2013.
 DO9003
 DO9003.No vertical observational check was made to the station.
 DO9003
 DO9003.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9003.GEOID18 height accuracy estimate available here.
 DO9003
 DO9003.Click photographs - Photos may exist for this station.
 DO9003
 DO9003.The dynamic height is computed by dividing the NAVD 88
 DO9003.geopotential number by the normal gravity value computed on the
 DO9003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9003.degrees latitude (g = 980.6199 gals.).
 DO9003
 DO9003.The modeled gravity was interpolated from observed gravity values.
 DO9003
 DO9003;                    North         East    Units  Estimated Accuracy
 DO9003;SPC FL W     -   403,448.      238,395.      MT  (+/- 10 meters HH2 GPS)
 DO9003
 DO9003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4003594530(NAD 83)
 DO9003
 DO9003                          SUPERSEDED SURVEY CONTROL
 DO9003
 DO9003.No superseded survey control is available for this station.
 DO9003
 DO9003_MARKER: F = FLANGE-ENCASED ROD
 DO9003_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO9003_STAMPING: 25299 A 2012
 DO9003_MARK LOGO: NGS
 DO9003_PROJECTION: RECESSED 5 CENTIMETERS
 DO9003_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9003+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2012
 DO9003_ROD/PIPE-DEPTH: 4.8 meters
 DO9003
 DO9003  HISTORY     - Date     Condition        Report By
 DO9003  HISTORY     - 20121118 MONUMENTED       FLDEP
 DO9003
 DO9003                          STATION DESCRIPTION
 DO9003
 DO9003'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9003'THE MARK IS ABOUT 8.0 MI (12.9 KM) EAST OF ELOISE, 5.3 MI (8.5 KM)
 DO9003'NORTH-NORTHWEST OF LAKE WALES, 3.3 MI (5.3 KM) SOUTH OF DUNDEE, IN
 DO9003'SECTION 10, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9003'
 DO9003'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9003'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9003'KM) WEST OF WAVERLY, GO EAST ON WAVERLY ROAD FOR 1.4 MI (2.3 KM) TO
 DO9003'THE JUNCTION OF C.F.  KINNEY ROAD ON THE RIGHT.  TURN RIGHT ON C.F.
 DO9003'KINNEY ROAD AND GO SOUTH FOR 0.15 MI (0.2 KM) TO AN UNMARKED SAND
 DO9003'DRIVEWAY ON THE RIGHT.  TURN RIGHT ON THE SAND DRIVEWAY AND GO WEST
 DO9003'AND SOUTHWEST FOR 0.1 MI (0.2 KM) TO A CHAIN LINK FENCE AND THE MARK
 DO9003'STRAIGHT AHEAD, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO9003'15.8 FT (4.8 M) WITH AN NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.2
 DO9003'FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.4 FT (12 CM) BELOW
 DO9003'THE LEVEL OF THE DRIVEWAY, THE DATUM POINT IS RECESSED 0.3 FT (9 CM)
 DO9003'BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DO9003'
 DO9003'LOCATED 170.7 FT (52.0 M) WEST-SOUTHWEST OF POWER POLE NUMBER 6-66856,
 DO9003'56.1 FT (17.1 M) NORTHEAST OF SURVEY MARK 25299 B, 14.0 FT (4.3 M)
 DO9003'NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE SAND DRIVEWAY, 2.5 FT
 DO9003'(0.8 M) EAST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AND 1.6 FT
 DO9003'(0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DO9003'
 DO9003'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DO9003'CAP.
 DO9003'
 DO9003'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DO9003'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9004 ***********************************************************************
 DO9004  DESIGNATION -  25299 B
 DO9004  PID         -  DO9004
 DO9004  STATE/COUNTY-  FL/POLK
 DO9004  COUNTRY     -  US
 DO9004  USGS QUAD   -  LAKE WALES (2018)
 DO9004
 DO9004                         *CURRENT SURVEY CONTROL
 DO9004  ______________________________________________________________________
 DO9004* NAD 83(1986) POSITION- 27 58 27.9    (N) 081 36 35.7    (W)   HD_HELD2
 DO9004* NAVD 88 ORTHO HEIGHT -    36.673 (meters)      120.32  (feet) ADJUSTED
 DO9004  ______________________________________________________________________
 DO9004  GEOID HEIGHT    -        -26.709 (meters)                     GEOID18
 DO9004  DYNAMIC HEIGHT  -         36.618 (meters)      120.14  (feet) COMP
 DO9004  MODELED GRAVITY -    979,155.1   (mgal)                       NAVD 88
 DO9004
 DO9004  VERT ORDER      -  FIRST     CLASS II
 DO9004
 DO9004.The horizontal coordinates were established by autonomous hand held GPS
 DO9004.observations and have an estimated accuracy of +/- 10 meters.
 DO9004
 DO9004.The orthometric height was determined by differential leveling and
 DO9004.adjusted by the NATIONAL GEODETIC SURVEY
 DO9004.in December 2013.
 DO9004
 DO9004.No vertical observational check was made to the station.
 DO9004
 DO9004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9004.GEOID18 height accuracy estimate available here.
 DO9004
 DO9004.Click photographs - Photos may exist for this station.
 DO9004
 DO9004.The dynamic height is computed by dividing the NAVD 88
 DO9004.geopotential number by the normal gravity value computed on the
 DO9004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9004.degrees latitude (g = 980.6199 gals.).
 DO9004
 DO9004.The modeled gravity was interpolated from observed gravity values.
 DO9004
 DO9004;                    North         East    Units  Estimated Accuracy
 DO9004;SPC FL W     -   403,435.      238,376.      MT  (+/- 10 meters HH2 GPS)
 DO9004
 DO9004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4001694518(NAD 83)
 DO9004
 DO9004                          SUPERSEDED SURVEY CONTROL
 DO9004
 DO9004.No superseded survey control is available for this station.
 DO9004
 DO9004_MARKER: F = FLANGE-ENCASED ROD
 DO9004_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO9004_STAMPING: 25299 B 2012
 DO9004_MARK LOGO: NGS
 DO9004_PROJECTION: RECESSED 5 CENTIMETERS
 DO9004_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9004+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2012
 DO9004_ROD/PIPE-DEPTH: 5.6 meters
 DO9004
 DO9004  HISTORY     - Date     Condition        Report By
 DO9004  HISTORY     - 20121118 MONUMENTED       FLDEP
 DO9004
 DO9004                          STATION DESCRIPTION
 DO9004
 DO9004'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9004'THE MARK IS ABOUT 8.0 MI (12.9 KM) EAST OF ELOISE, 5.3 MI (8.5 KM)
 DO9004'NORTH-NORTHWEST OF LAKE WALES, 3.3 MI (5.3 KM) SOUTH OF DUNDEE, IN
 DO9004'SECTION 10, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9004'
 DO9004'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9004'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9004'KM) WEST OF WAVERLY, GO EAST ON WAVERLY ROAD FOR 1.4 MI (2.3 KM) TO
 DO9004'THE JUNCTION OF C.F.  KINNEY ROAD ON THE RIGHT.  TURN RIGHT ON C.F.
 DO9004'KINNEY ROAD AND GO SOUTH FOR 0.15 MI (0.2 KM) TO AN UNMARKED SAND
 DO9004'DRIVEWAY ON THE RIGHT.  TURN RIGHT ON THE SAND DRIVEWAY AND GO WEST
 DO9004'AND SOUTHWEST FOR 0.1 MI (0.2 KM) TO A CHAIN LINK FENCE AND THE MARK
 DO9004'STRAIGHT AHEAD, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO9004'18.3 FT (5.6 M) WITH AN NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.2
 DO9004'FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.4 FT (0.4 M) BELOW
 DO9004'THE LEVEL OF THE DRIVEWAY, THE DATUM POINT IS RECESSED 0.2 FT (6 CM)
 DO9004'BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DO9004'
 DO9004'LOCATED 56.1 FT (17.1 M) SOUTHWEST OF SURVEY MARK 25299 A, 53.5 FT
 DO9004'(16.3 M) WEST OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE, 42.9 FT
 DO9004'(13.1 M) WEST-NORTHWEST OF A 22-INCH (56 CM) DIAMETER OAK TREE, 34.8
 DO9004'FT (10.6 M) SOUTH-SOUTHWEST OF A 31-INCH (79 CM) DIAMETER OAK TREE AND
 DO9004'1.9 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST.
 DO9004'
 DO9004'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DO9004'CAP.
 DO9004'
 DO9004'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DO9004'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0087 ***********************************************************************
 AL0087  DESIGNATION -  253
 AL0087  PID         -  AL0087
 AL0087  STATE/COUNTY-  FL/PINELLAS
 AL0087  COUNTRY     -  US
 AL0087  USGS QUAD   -  OLDSMAR (2018)
 AL0087
 AL0087                         *CURRENT SURVEY CONTROL
 AL0087  ______________________________________________________________________
 AL0087* NAD 83(1986) POSITION- 28 02 07.     (N) 082 44 17.     (W)   SCALED
 AL0087* NAVD 88 ORTHO HEIGHT -    13.777 (meters)       45.20  (feet) ADJUSTED
 AL0087  ______________________________________________________________________
 AL0087  GEOID HEIGHT    -        -24.867 (meters)                     GEOID18
 AL0087  DYNAMIC HEIGHT  -         13.757 (meters)       45.13  (feet) COMP
 AL0087  MODELED GRAVITY -    979,186.6   (mgal)                       NAVD 88
 AL0087
 AL0087  VERT ORDER      -  SECOND    CLASS II
 AL0087
 AL0087.The horizontal coordinates were scaled from a map and have
 AL0087.an estimated accuracy of +/- 6 seconds.
 AL0087
 AL0087.The orthometric height was determined by differential leveling and
 AL0087.adjusted by the NATIONAL GEODETIC SURVEY
 AL0087.in June 1991.
 AL0087
 AL0087.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0087.GEOID18 height accuracy estimate available here.
 AL0087
 AL0087.Click photographs - Photos may exist for this station.
 AL0087
 AL0087.The dynamic height is computed by dividing the NAVD 88
 AL0087.geopotential number by the normal gravity value computed on the
 AL0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0087.degrees latitude (g = 980.6199 gals.).
 AL0087
 AL0087.The modeled gravity was interpolated from observed gravity values.
 AL0087
 AL0087;                    North         East    Units  Estimated Accuracy
 AL0087;SPC FL W     -   410,340.      127,430.      MT  (+/- 180 meters Scaled)
 AL0087
 AL0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291023(NAD 83)
 AL0087
 AL0087                          SUPERSEDED SURVEY CONTROL
 AL0087
 AL0087  NGVD 29 (??/??/92)   14.037  (m)           46.05   (f) ADJ UNCH    2 2
 AL0087
 AL0087.Superseded values are not recommended for survey control.
 AL0087
 AL0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0087.See file dsdata.pdf to determine how the superseded data were derived.
 AL0087
 AL0087_MARKER: DD = SURVEY DISK
 AL0087_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0087_SP_SET: CULVERT HEADWALL
 AL0087_STAMPING: 253
 AL0087_MARK LOGO: FLSRD
 AL0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0087+STABILITY: SURFACE MOTION
 AL0087
 AL0087  HISTORY     - Date     Condition        Report By
 AL0087  HISTORY     - UNK      MONUMENTED       FLHD
 AL0087  HISTORY     - 1976     GOOD             FLDT
 AL0087
 AL0087                          STATION DESCRIPTION
 AL0087
 AL0087'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0087'AT CLEARWATER.
 AL0087'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0087'S.R. 584, RUN SOUTHERLY ON U.S. HWY. 19 FOR 2.35 MILE.  STATION
 AL0087'ON LEFT, 72.0 FT. EAST OF THE CENTERLINE OF U.S. HWY. 19, 17.5
 AL0087'FT. N.W. OF POWER POLE, NUMBER 2-22048.  SET IN THE TOP OF A
 AL0087'CONCRETE HEADWALL.  SECTION 19, T28S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9001 ***********************************************************************
 DO9001  DESIGNATION -  25300 A
 DO9001  PID         -  DO9001
 DO9001  STATE/COUNTY-  FL/POLK
 DO9001  COUNTRY     -  US
 DO9001  USGS QUAD   -  LAKE WALES (2018)
 DO9001
 DO9001                         *CURRENT SURVEY CONTROL
 DO9001  ______________________________________________________________________
 DO9001* NAD 83(1986) POSITION- 27 58 38.2    (N) 081 36 29.5    (W)   HD_HELD2
 DO9001* NAVD 88 ORTHO HEIGHT -    37.160 (meters)      121.92  (feet) ADJUSTED
 DO9001  ______________________________________________________________________
 DO9001  GEOID HEIGHT    -        -26.722 (meters)                     GEOID18
 DO9001  DYNAMIC HEIGHT  -         37.104 (meters)      121.73  (feet) COMP
 DO9001  MODELED GRAVITY -    979,155.0   (mgal)                       NAVD 88
 DO9001
 DO9001  VERT ORDER      -  FIRST     CLASS II
 DO9001
 DO9001.The horizontal coordinates were established by autonomous hand held GPS
 DO9001.observations and have an estimated accuracy of +/- 10 meters.
 DO9001
 DO9001.The orthometric height was determined by differential leveling and
 DO9001.adjusted by the NATIONAL GEODETIC SURVEY
 DO9001.in December 2013.
 DO9001
 DO9001.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9001.GEOID18 height accuracy estimate available here.
 DO9001
 DO9001.Click photographs - Photos may exist for this station.
 DO9001
 DO9001.The dynamic height is computed by dividing the NAVD 88
 DO9001.geopotential number by the normal gravity value computed on the
 DO9001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9001.degrees latitude (g = 980.6199 gals.).
 DO9001
 DO9001.The modeled gravity was interpolated from observed gravity values.
 DO9001
 DO9001;                    North         East    Units  Estimated Accuracy
 DO9001;SPC FL W     -   403,753.      238,545.      MT  (+/- 10 meters HH2 GPS)
 DO9001
 DO9001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4018794834(NAD 83)
 DO9001
 DO9001                          SUPERSEDED SURVEY CONTROL
 DO9001
 DO9001.No superseded survey control is available for this station.
 DO9001
 DO9001_MARKER: DD = SURVEY DISK
 DO9001_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9001_STAMPING: 25300 A 2012
 DO9001_MARK LOGO: SWFWMD
 DO9001_PROJECTION: RECESSED 5 CENTIMETERS
 DO9001_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9001+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2012
 DO9001_ROD/PIPE-DEPTH: 24.4 meters
 DO9001
 DO9001  HISTORY     - Date     Condition        Report By
 DO9001  HISTORY     - 20121117 MONUMENTED       FLDEP
 DO9001
 DO9001                          STATION DESCRIPTION
 DO9001
 DO9001'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9001'THE MARK IS ABOUT 8.0 MI (12.9 KM) EAST OF ELOISE, 5.4 MI (8.7 KM)
 DO9001'NORTH-NORTHWEST OF LAKE WALES, 3.2 MI (5.1 KM) SOUTH-SOUTHEAST OF
 DO9001'DUNDEE, IN SECTION 10, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9001'
 DO9001'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9001'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9001'KM) WEST OF WAVERLY, GO EAST ON WAVERLY ROAD FOR 1.4 MI (2.3 KM) TO
 DO9001'THE JUNCTION OF C.F.  KINNEY ROAD ON THE RIGHT AND THE MARK ON THE
 DO9001'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M)
 DO9001'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO9001'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 5.7 FT (1.7 M)
 DO9001'BELOW THE LEVEL OF WAVERLY ROAD.
 DO9001'
 DO9001'LOCATED 69.0 FT (21.0 M) SOUTHWEST OF SURVEY MARK 25300 B, 43.0 FT
 DO9001'(13.1 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF WAVERLY ROAD, 28.1
 DO9001'FT (8.6 M) SOUTHEAST OF A 19-INCH (48 CM) DIAMETER OAK TREE, 13.4 FT
 DO9001'(4.1 M) NORTH OF A PHONE CABLE PEDESTAL AND 1.7 FT (0.5 M) SOUTHWEST
 DO9001'OF A CARSONITE WITNESS POST.
 DO9001'
 DO9001'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9001'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9002 ***********************************************************************
 DO9002  DESIGNATION -  25300 B
 DO9002  PID         -  DO9002
 DO9002  STATE/COUNTY-  FL/POLK
 DO9002  COUNTRY     -  US
 DO9002  USGS QUAD   -  LAKE WALES (2018)
 DO9002
 DO9002                         *CURRENT SURVEY CONTROL
 DO9002  ______________________________________________________________________
 DO9002* NAD 83(1986) POSITION- 27 58 38.7    (N) 081 36 29.0    (W)   HD_HELD2
 DO9002* NAVD 88 ORTHO HEIGHT -    34.946 (meters)      114.65  (feet) ADJUSTED
 DO9002  ______________________________________________________________________
 DO9002  GEOID HEIGHT    -        -26.723 (meters)                     GEOID18
 DO9002  DYNAMIC HEIGHT  -         34.894 (meters)      114.48  (feet) COMP
 DO9002  MODELED GRAVITY -    979,155.0   (mgal)                       NAVD 88
 DO9002
 DO9002  VERT ORDER      -  FIRST     CLASS II
 DO9002
 DO9002.The horizontal coordinates were established by autonomous hand held GPS
 DO9002.observations and have an estimated accuracy of +/- 10 meters.
 DO9002
 DO9002.The orthometric height was determined by differential leveling and
 DO9002.adjusted by the NATIONAL GEODETIC SURVEY
 DO9002.in December 2013.
 DO9002
 DO9002.No vertical observational check was made to the station.
 DO9002
 DO9002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9002.GEOID18 height accuracy estimate available here.
 DO9002
 DO9002.Click photographs - Photos may exist for this station.
 DO9002
 DO9002.The dynamic height is computed by dividing the NAVD 88
 DO9002.geopotential number by the normal gravity value computed on the
 DO9002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9002.degrees latitude (g = 980.6199 gals.).
 DO9002
 DO9002.The modeled gravity was interpolated from observed gravity values.
 DO9002
 DO9002;                    North         East    Units  Estimated Accuracy
 DO9002;SPC FL W     -   403,768.      238,558.      MT  (+/- 10 meters HH2 GPS)
 DO9002
 DO9002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4020194849(NAD 83)
 DO9002
 DO9002                          SUPERSEDED SURVEY CONTROL
 DO9002
 DO9002.No superseded survey control is available for this station.
 DO9002
 DO9002_MARKER: DD = SURVEY DISK
 DO9002_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9002_STAMPING: 25300 B 2012
 DO9002_MARK LOGO: SWFWMD
 DO9002_PROJECTION: RECESSED 5 CENTIMETERS
 DO9002_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9002+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2012
 DO9002_ROD/PIPE-DEPTH: 24.4 meters
 DO9002
 DO9002  HISTORY     - Date     Condition        Report By
 DO9002  HISTORY     - 20121117 MONUMENTED       FLDEP
 DO9002
 DO9002                          STATION DESCRIPTION
 DO9002
 DO9002'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9002'THE MARK IS ABOUT 8.0 MI (12.9 KM) EAST OF ELOISE, 5.4 MI (8.7 KM)
 DO9002'NORTH-NORTHWEST OF LAKE WALES, 3.2 MI (5.1 KM) SOUTH-SOUTHEAST OF
 DO9002'DUNDEE, IN SECTION 10, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9002'
 DO9002'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9002'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9002'KM) WEST OF WAVERLY, GO EAST ON WAVERLY ROAD FOR 1.4 MI (2.3 KM) TO
 DO9002'THE JUNCTION OF C.F.  KINNEY ROAD ON THE RIGHT AND THE MARK ON THE
 DO9002'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M)
 DO9002'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO9002'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 6.0 FT (1.8 M)
 DO9002'BELOW THE LEVEL OF WAVERLY ROAD.
 DO9002'
 DO9002'LOCATED 113.7 FT (34.7 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DO9002'WAVERLY ROAD, 79.9 FT (24.4 M) NORTHEAST OF A PHONE CABLE PEDESTAL,
 DO9002'69.0 FT (21.0 M) NORTHEAST OF SURVEY MARK 25300 A, 45.9 FT (14.0 M)
 DO9002'EAST-NORTHEAST OF A 19-INCH (48 CM) DIAMETER OAK TREE AND 1.7 FT (0.5
 DO9002'M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9002'
 DO9002'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9002'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8984 ***********************************************************************
 DO8984  DESIGNATION -  25303 A
 DO8984  PID         -  DO8984
 DO8984  STATE/COUNTY-  FL/POLK
 DO8984  COUNTRY     -  US
 DO8984  USGS QUAD   -  ELOISE (2018)
 DO8984
 DO8984                         *CURRENT SURVEY CONTROL
 DO8984  ______________________________________________________________________
 DO8984* NAD 83(1986) POSITION- 27 58 35.7    (N) 081 39 39.7    (W)   HD_HELD2
 DO8984* NAVD 88 ORTHO HEIGHT -    39.302 (meters)      128.94  (feet) ADJUSTED
 DO8984  ______________________________________________________________________
 DO8984  GEOID HEIGHT    -        -26.601 (meters)                     GEOID18
 DO8984  DYNAMIC HEIGHT  -         39.244 (meters)      128.75  (feet) COMP
 DO8984  MODELED GRAVITY -    979,156.7   (mgal)                       NAVD 88
 DO8984
 DO8984  VERT ORDER      -  FIRST     CLASS II
 DO8984
 DO8984.The horizontal coordinates were established by autonomous hand held GPS
 DO8984.observations and have an estimated accuracy of +/- 10 meters.
 DO8984
 DO8984.The orthometric height was determined by differential leveling and
 DO8984.adjusted by the NATIONAL GEODETIC SURVEY
 DO8984.in December 2013.
 DO8984
 DO8984.No vertical observational check was made to the station.
 DO8984
 DO8984.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8984.GEOID18 height accuracy estimate available here.
 DO8984
 DO8984.Click photographs - Photos may exist for this station.
 DO8984
 DO8984.The dynamic height is computed by dividing the NAVD 88
 DO8984.geopotential number by the normal gravity value computed on the
 DO8984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8984.degrees latitude (g = 980.6199 gals.).
 DO8984
 DO8984.The modeled gravity was interpolated from observed gravity values.
 DO8984
 DO8984;                    North         East    Units  Estimated Accuracy
 DO8984;SPC FL W     -   403,660.      233,347.      MT  (+/- 10 meters HH2 GPS)
 DO8984
 DO8984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3499194784(NAD 83)
 DO8984
 DO8984                          SUPERSEDED SURVEY CONTROL
 DO8984
 DO8984.No superseded survey control is available for this station.
 DO8984
 DO8984_MARKER: DD = SURVEY DISK
 DO8984_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8984_STAMPING: 25303 A 2012
 DO8984_MARK LOGO: SWFWMD
 DO8984_PROJECTION: RECESSED 5 CENTIMETERS
 DO8984_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8984+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2015
 DO8984_ROD/PIPE-DEPTH: 8.5 meters
 DO8984
 DO8984  HISTORY     - Date     Condition        Report By
 DO8984  HISTORY     - 20120817 MONUMENTED       FLDEP
 DO8984  HISTORY     - 20150828 GOOD             FLDEP
 DO8984
 DO8984                          STATION DESCRIPTION
 DO8984
 DO8984'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8984'THE MARK IS ABOUT 5.4 MI (8.7 KM) SOUTHEAST OF WINTER HAVEN, 4.9 MI
 DO8984'(7.9 KM) EAST-SOUTHEAST OF ELOISE, 4.0 MI (6.4 KM) SOUTHWEST OF
 DO8984'DUNDEE, IN SECTION 12, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO8984'
 DO8984'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO8984'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 5.5 MI (8.8 KM) SOUTHEAST
 DO8984'OF WINTER HAVEN, GO WEST ON COUNTY ROAD 540 (CYPRESS GARDENS
 DO8984'BOULEVARD) FOR 1.85 MI (3.0 KM) TO THE JUNCTION OF LAKE RUBY DRIVE
 DO8984'WESTON THE LEFT.  TURN LEFT ON LAKE RUBY DRIVE WEST AND GO SOUTH FOR
 DO8984'0.15 MI (0.2 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO8984'REFUSAL AT A DEPTH OF 27.8 FT (8.5 M) WITH AN ALUMINUM DISK ATTACHED
 DO8984'AND INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW
 DO8984'THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF LAKE
 DO8984'RUBY DRIVE WEST.
 DO8984'
 DO8984'LOCATED 151.6 FT (46.2 M) EAST OF SURVEY MARK 25303 B, 30.6 FT (9.3 M)
 DO8984'NORTH OF THE APPROXIMATE CENTERLINE OF LAKE RUBY DRIVE WEST, 10.8 FT
 DO8984'(3.3 M) WEST OF A CONCRETE POWER POLE AND 8.6 FT (2.6 M) WEST OF A
 DO8984'CARSONITE WITNESS POST.
 DO8984'
 DO8984'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8984'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO8984
 DO8984                          STATION RECOVERY (2015)
 DO8984
 DO8984'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DO8984'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8985 ***********************************************************************
 DO8985  DESIGNATION -  25303 B
 DO8985  PID         -  DO8985
 DO8985  STATE/COUNTY-  FL/POLK
 DO8985  COUNTRY     -  US
 DO8985  USGS QUAD   -  ELOISE (2018)
 DO8985
 DO8985                         *CURRENT SURVEY CONTROL
 DO8985  ______________________________________________________________________
 DO8985* NAD 83(1986) POSITION- 27 58 35.7    (N) 081 39 41.4    (W)   HD_HELD2
 DO8985* NAVD 88 ORTHO HEIGHT -    39.275 (meters)      128.85  (feet) ADJUSTED
 DO8985  ______________________________________________________________________
 DO8985  GEOID HEIGHT    -        -26.600 (meters)                     GEOID18
 DO8985  DYNAMIC HEIGHT  -         39.216 (meters)      128.66  (feet) COMP
 DO8985  MODELED GRAVITY -    979,156.7   (mgal)                       NAVD 88
 DO8985
 DO8985  VERT ORDER      -  FIRST     CLASS II
 DO8985
 DO8985.The horizontal coordinates were established by autonomous hand held GPS
 DO8985.observations and have an estimated accuracy of +/- 10 meters.
 DO8985
 DO8985.The orthometric height was determined by differential leveling and
 DO8985.adjusted by the NATIONAL GEODETIC SURVEY
 DO8985.in December 2013.
 DO8985
 DO8985.No vertical observational check was made to the station.
 DO8985
 DO8985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8985.GEOID18 height accuracy estimate available here.
 DO8985
 DO8985.Click photographs - Photos may exist for this station.
 DO8985
 DO8985.The dynamic height is computed by dividing the NAVD 88
 DO8985.geopotential number by the normal gravity value computed on the
 DO8985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8985.degrees latitude (g = 980.6199 gals.).
 DO8985
 DO8985.The modeled gravity was interpolated from observed gravity values.
 DO8985
 DO8985;                    North         East    Units  Estimated Accuracy
 DO8985;SPC FL W     -   403,660.      233,301.      MT  (+/- 10 meters HH2 GPS)
 DO8985
 DO8985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3494494784(NAD 83)
 DO8985
 DO8985                          SUPERSEDED SURVEY CONTROL
 DO8985
 DO8985.No superseded survey control is available for this station.
 DO8985
 DO8985_MARKER: DD = SURVEY DISK
 DO8985_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8985_STAMPING: 25303 B 2012
 DO8985_MARK LOGO: SWFWMD
 DO8985_PROJECTION: RECESSED 8 CENTIMETERS
 DO8985_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8985+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2012
 DO8985_ROD/PIPE-DEPTH: 13.1 meters
 DO8985
 DO8985  HISTORY     - Date     Condition        Report By
 DO8985  HISTORY     - 20120817 MONUMENTED       FLDEP
 DO8985
 DO8985                          STATION DESCRIPTION
 DO8985
 DO8985'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8985'THE MARK IS ABOUT 5.4 MI (8.7 KM) SOUTHEAST OF WINTER HAVEN, 4.9 MI
 DO8985'(7.9 KM) EAST-SOUTHEAST OF ELOISE, 4.0 MI (6.4 KM) SOUTHWEST OF
 DO8985'DUNDEE, IN SECTION 12, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO8985'
 DO8985'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO8985'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 5.5 MI (8.8 KM) SOUTHEAST
 DO8985'OF WINTER HAVEN, GO WEST ON COUNTY ROAD 540 (CYPRESS GARDENS
 DO8985'BOULEVARD) FOR 1.85 MI (3.0 KM) TO THE JUNCTION OF LAKE RUBY DRIVE
 DO8985'WEST ON THE LEFT.  TURN LEFT ON LAKE RUBY DRIVE WEST AND GO SOUTH FOR
 DO8985'0.15 MI (0.2 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO8985'REFUSAL AT A DEPTH OF 42.9 FT (13.1 M) WITH AN ALUMINUM DISK ATTACHED
 DO8985'AND INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.3 FT (9 CM) BELOW
 DO8985'THE LEVEL OF THE GROUND AND 0.8 FT (24 CM) ABOVE THE LEVEL OF LAKE
 DO8985'RUBY DRIVE WEST.
 DO8985'
 DO8985'LOCATED 151.6 FT (46.2 M) WEST OF SURVEY MARK 25303 A, 22.7 FT (6.9 M)
 DO8985'NORTH OF THE APPROXIMATE CENTERLINE OF LAKE RUBY DRIVE WEST, 7.0 FT
 DO8985'(2.1 M) EAST OF A CONCRETE POWER POLE NUMBER 50923-42418 AND 6.0 FT
 DO8985'(1.8 M) EAST OF A CARSONITE WITNESS POST.
 DO8985'
 DO8985'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8985'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8999 ***********************************************************************
 DO8999  DESIGNATION -  25304 A
 DO8999  PID         -  DO8999
 DO8999  STATE/COUNTY-  FL/POLK
 DO8999  COUNTRY     -  US
 DO8999  USGS QUAD   -  ELOISE (2018)
 DO8999
 DO8999                         *CURRENT SURVEY CONTROL
 DO8999  ______________________________________________________________________
 DO8999* NAD 83(1986) POSITION- 27 58 05.5    (N) 081 38 59.0    (W)   HD_HELD2
 DO8999* NAVD 88 ORTHO HEIGHT -    38.120 (meters)      125.07  (feet) ADJUSTED
 DO8999  ______________________________________________________________________
 DO8999  GEOID HEIGHT    -        -26.599 (meters)                     GEOID18
 DO8999  DYNAMIC HEIGHT  -         38.064 (meters)      124.88  (feet) COMP
 DO8999  MODELED GRAVITY -    979,156.4   (mgal)                       NAVD 88
 DO8999
 DO8999  VERT ORDER      -  FIRST     CLASS II
 DO8999
 DO8999.The horizontal coordinates were established by autonomous hand held GPS
 DO8999.observations and have an estimated accuracy of +/- 10 meters.
 DO8999
 DO8999.The orthometric height was determined by differential leveling and
 DO8999.adjusted by the NATIONAL GEODETIC SURVEY
 DO8999.in December 2013.
 DO8999
 DO8999.No vertical observational check was made to the station.
 DO8999
 DO8999.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8999.GEOID18 height accuracy estimate available here.
 DO8999
 DO8999.Click photographs - Photos may exist for this station.
 DO8999
 DO8999.The dynamic height is computed by dividing the NAVD 88
 DO8999.geopotential number by the normal gravity value computed on the
 DO8999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8999.degrees latitude (g = 980.6199 gals.).
 DO8999
 DO8999.The modeled gravity was interpolated from observed gravity values.
 DO8999
 DO8999;                    North         East    Units  Estimated Accuracy
 DO8999;SPC FL W     -   402,734.      234,462.      MT  (+/- 10 meters HH2 GPS)
 DO8999
 DO8999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3609893849(NAD 83)
 DO8999
 DO8999                          SUPERSEDED SURVEY CONTROL
 DO8999
 DO8999.No superseded survey control is available for this station.
 DO8999
 DO8999_MARKER: DD = SURVEY DISK
 DO8999_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8999_STAMPING: 25304 A 2012
 DO8999_MARK LOGO: SWFWMD
 DO8999_PROJECTION: RECESSED 3 CENTIMETERS
 DO8999_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8999+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2012
 DO8999_ROD/PIPE-DEPTH: 24.4 meters
 DO8999
 DO8999  HISTORY     - Date     Condition        Report By
 DO8999  HISTORY     - 20121117 MONUMENTED       FLDEP
 DO8999
 DO8999                          STATION DESCRIPTION
 DO8999
 DO8999'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8999'THE MARK IS ABOUT 6.0 MI (9.7 KM) NORTHWEST OF LAKE WALES, 5.7 MI (9.2
 DO8999'KM) EAST-SOUTHEAST OF ELOISE, 4.2 MI (6.8 KM) SOUTH-SOUTHWEST OF
 DO8999'DUNDEE, IN SECTION 7, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO8999'
 DO8999'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO8999'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 6.0 MI (9.7 KM) SOUTHEAST
 DO8999'OF WINTER HAVEN, GO WEST ON COUNTY ROAD 540 (CYPRESS GARDENS
 DO8999'BOULEVARD) FOR 1.35 MI (2.2 KM) TO THE INTERSECTION OF LAKE BESS ROAD
 DO8999'SOUTHEAST ON THE LEFT AND EAST LAKE FOX ROAD ON THE RIGHT.  TURN LEFT
 DO8999'ON LAKE BESS ROAD SOUTHEAST AND GO SOUTH FOR 0.4 MI (0.6 KM) TO THE
 DO8999'JUNCTION OF GOLF AIRE BOULEVARD ON THE LEFT AND LAKE SHORE DRIVE
 DO8999'AHEAD, GO EAST AND SOUTH ON LAKE SHORE DRIVE FOR 0.05 MI (0.1 KM) TO
 DO8999'THE ENTRANCE GATE TO THE LAKE BESS COUNTRY CLUB.  CONTINUE SOUTH FOR
 DO8999'0.5 MI (0.8 KM) TO THE T-JUNCTION OF FIFTH STREET WEST.  TURN RIGHT ON
 DO8999'FIFTH STREET WEST AND GO WEST FOR ABOUT 435.0 FT (132.6 M) TO A 90
 DO8999'DEGREE BEND LEFT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO8999'REFUSAL AT A DEPTH OF 80.0 FT (24.4 M) WITH AN ALUMINUM DISK ATTACHED
 DO8999'AND INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.1 FT (3 CM) BELOW
 DO8999'THE LEVEL OF THE GROUND.
 DO8999'
 DO8999'LOCATED 137.2 FT (41.8 M) NORTH OF SURVEY MARK 25304 B, 113.0 FT (34.4
 DO8999'M) SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE SHUFFLEBOARD COURT,
 DO8999'59.2 FT (18.0 M) NORTH-NORTHWEST OF A 25-INCH (64 CM) DIAMETER PINE
 DO8999'TREE, 44.1 FT (13.4 M) WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK,
 DO8999'2.4 FT (0.7 M) NORTH OF THE NORTHEAST CORNER OF A DOCK AND 2.3 FT (0.7
 DO8999'M) NORTH OF A CARSONITE WITNESS POST.
 DO8999'
 DO8999'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8999'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9000 ***********************************************************************
 DO9000  DESIGNATION -  25304 B
 DO9000  PID         -  DO9000
 DO9000  STATE/COUNTY-  FL/POLK
 DO9000  COUNTRY     -  US
 DO9000  USGS QUAD   -  ELOISE (2018)
 DO9000
 DO9000                         *CURRENT SURVEY CONTROL
 DO9000  ______________________________________________________________________
 DO9000* NAD 83(1986) POSITION- 27 58 04.2    (N) 081 38 59.3    (W)   HD_HELD2
 DO9000* NAVD 88 ORTHO HEIGHT -    38.221 (meters)      125.40  (feet) ADJUSTED
 DO9000  ______________________________________________________________________
 DO9000  GEOID HEIGHT    -        -26.597 (meters)                     GEOID18
 DO9000  DYNAMIC HEIGHT  -         38.164 (meters)      125.21  (feet) COMP
 DO9000  MODELED GRAVITY -    979,156.4   (mgal)                       NAVD 88
 DO9000
 DO9000  VERT ORDER      -  FIRST     CLASS II
 DO9000
 DO9000.The horizontal coordinates were established by autonomous hand held GPS
 DO9000.observations and have an estimated accuracy of +/- 10 meters.
 DO9000
 DO9000.The orthometric height was determined by differential leveling and
 DO9000.adjusted by the NATIONAL GEODETIC SURVEY
 DO9000.in December 2013.
 DO9000
 DO9000.No vertical observational check was made to the station.
 DO9000
 DO9000.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9000.GEOID18 height accuracy estimate available here.
 DO9000
 DO9000.Click photographs - Photos may exist for this station.
 DO9000
 DO9000.The dynamic height is computed by dividing the NAVD 88
 DO9000.geopotential number by the normal gravity value computed on the
 DO9000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9000.degrees latitude (g = 980.6199 gals.).
 DO9000
 DO9000.The modeled gravity was interpolated from observed gravity values.
 DO9000
 DO9000;                    North         East    Units  Estimated Accuracy
 DO9000;SPC FL W     -   402,694.      234,454.      MT  (+/- 10 meters HH2 GPS)
 DO9000
 DO9000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3608993809(NAD 83)
 DO9000
 DO9000                          SUPERSEDED SURVEY CONTROL
 DO9000
 DO9000.No superseded survey control is available for this station.
 DO9000
 DO9000_MARKER: DD = SURVEY DISK
 DO9000_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9000_STAMPING: 25304 B 2012
 DO9000_MARK LOGO: SWFWMD
 DO9000_PROJECTION: RECESSED 5 CENTIMETERS
 DO9000_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9000+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2012
 DO9000_ROD/PIPE-DEPTH: 11.8 meters
 DO9000
 DO9000  HISTORY     - Date     Condition        Report By
 DO9000  HISTORY     - 20121117 MONUMENTED       FLDEP
 DO9000
 DO9000                          STATION DESCRIPTION
 DO9000
 DO9000'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9000'THE MARK IS ABOUT 6.0 MI (9.7 KM) NORTHWEST OF LAKE WALES, 5.7 MI (9.2
 DO9000'KM) EAST-SOUTHEAST OF ELOISE, 4.2 MI (6.8 KM) SOUTH-SOUTHWEST OF
 DO9000'DUNDEE, IN SECTION 7, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9000'
 DO9000'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO9000'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 6.0 MI (9.7 KM) SOUTHEAST
 DO9000'OF WINTER HAVEN, GO WEST ON COUNTY ROAD 540 (CYPRESS GARDENS
 DO9000'BOULEVARD) FOR 1.35 MI (2.2 KM) TO THE INTERSECTION OF LAKE BESS ROAD
 DO9000'SOUTHEAST ON THE LEFT AND EAST LAKE FOX ROAD ON THE RIGHT.  TURN LEFT
 DO9000'ON LAKE BESS ROAD SOUTHEAST AND GO SOUTH FOR 0.4 MI (0.6 KM) TO THE
 DO9000'JUNCTION OF GOLF AIRE BOULEVARD ON THE LEFT AND LAKE SHORE DRIVE
 DO9000'AHEAD, GO EAST AND SOUTH ON LAKE SHORE DRIVE FOR 0.05 MI (0.1 KM) TO
 DO9000'THE ENTRANCE GATE TO THE LAKE BESS COUNTRY CLUB.  CONTINUE SOUTH FOR
 DO9000'0.5 MI (0.8 KM) TO THE T-JUNCTION OF FIFTH STREET WEST.  TURN RIGHT ON
 DO9000'FIFTH STREET WEST AND GO WEST FOR ABOUT 435.0 FT (132.6 M) TO A 90
 DO9000'DEGREE BEND LEFT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO9000'REFUSAL AT A DEPTH OF 38.7 FT (11.8 M) WITH AN ALUMINUM DISK ATTACHED
 DO9000'AND INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW
 DO9000'THE LEVEL OF THE GROUND AND 4.0 FT (1.2 M) BELOW THE LEVEL OF FIFTH
 DO9000'STREET.
 DO9000'
 DO9000'LOCATED 137.2 FT (41.8 M) SOUTH OF SURVEY MARK 25304 A, 95.9 FT (29.2
 DO9000'M) SOUTHWEST OF A 25-INCH (64 CM) DIAMETER PINE TREE, 53.7 FT (16.4 M)
 DO9000'WEST OF THE WEST EDGE OF A CONCRETE SIDEWALK, 42.8 FT (13.0 M)
 DO9000'NORTH-NORTHWEST OF A CONCRETE LIGHT POLE, 30.3 FT (9.2 M) NORTH OF THE
 DO9000'APPROXIMATE EXTENDED CENTERLINE OF FIFTH STREET AND 1.2 FT (0.4 M)
 DO9000'EAST OF A CARSONITE WITNESS POST.
 DO9000'
 DO9000'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9000'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9007 ***********************************************************************
 DO9007  DESIGNATION -  25305 A
 DO9007  PID         -  DO9007
 DO9007  STATE/COUNTY-  FL/POLK
 DO9007  COUNTRY     -  US
 DO9007  USGS QUAD   -  LAKE WALES (2018)
 DO9007
 DO9007                         *CURRENT SURVEY CONTROL
 DO9007  ______________________________________________________________________
 DO9007* NAD 83(1986) POSITION- 27 58 58.4    (N) 081 34 43.0    (W)   HD_HELD2
 DO9007* NAVD 88 ORTHO HEIGHT -    46.276 (meters)      151.82  (feet) ADJUSTED
 DO9007  ______________________________________________________________________
 DO9007  GEOID HEIGHT    -        -26.809 (meters)                     GEOID18
 DO9007  DYNAMIC HEIGHT  -         46.207 (meters)      151.60  (feet) COMP
 DO9007  MODELED GRAVITY -    979,154.0   (mgal)                       NAVD 88
 DO9007
 DO9007  VERT ORDER      -  FIRST     CLASS II
 DO9007
 DO9007.The horizontal coordinates were established by autonomous hand held GPS
 DO9007.observations and have an estimated accuracy of +/- 10 meters.
 DO9007
 DO9007.The orthometric height was determined by differential leveling and
 DO9007.adjusted by the NATIONAL GEODETIC SURVEY
 DO9007.in December 2013.
 DO9007
 DO9007.No vertical observational check was made to the station.
 DO9007
 DO9007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9007.GEOID18 height accuracy estimate available here.
 DO9007
 DO9007.Click photographs - Photos may exist for this station.
 DO9007
 DO9007.The dynamic height is computed by dividing the NAVD 88
 DO9007.geopotential number by the normal gravity value computed on the
 DO9007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9007.degrees latitude (g = 980.6199 gals.).
 DO9007
 DO9007.The modeled gravity was interpolated from observed gravity values.
 DO9007
 DO9007;                    North         East    Units  Estimated Accuracy
 DO9007;SPC FL W     -   404,384.      241,453.      MT  (+/- 10 meters HH2 GPS)
 DO9007
 DO9007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4309995441(NAD 83)
 DO9007
 DO9007                          SUPERSEDED SURVEY CONTROL
 DO9007
 DO9007.No superseded survey control is available for this station.
 DO9007
 DO9007_MARKER: DD = SURVEY DISK
 DO9007_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9007_STAMPING: 25305 A 2012
 DO9007_MARK LOGO: SWFWMD
 DO9007_PROJECTION: RECESSED 8 CENTIMETERS
 DO9007_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9007+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2012
 DO9007_ROD/PIPE-DEPTH: 10.9 meters
 DO9007
 DO9007  HISTORY     - Date     Condition        Report By
 DO9007  HISTORY     - 20120722 MONUMENTED       FLDEP
 DO9007
 DO9007                          STATION DESCRIPTION
 DO9007
 DO9007'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9007'THE MARK IS ABOUT 9.8 MI (15.8 KM) EAST OF ELOISE, 5.6 MI (9.0 KM)
 DO9007'NORTH OF LAKE WALES, 3.7 MI (6.0 KM) SOUTHEAST OF DUNDEE, IN SECTION
 DO9007'1, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9007'
 DO9007'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9007'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9007'KM) WEST OF WAVERLY, GO EAST ON WAVERLY ROAD FOR 2.25 MI (3.6 KM) TO
 DO9007'THE T-JUNCTION OF STATE ROAD 17 (NORTH SCENIC HIGHWAY).  TURN LEFT ON
 DO9007'STATE ROAD 17 (NORTH SCENIC HIGHWAY) AND GO NORTH FOR 0.35 MI (0.6 KM)
 DO9007'TO THE JUNCTION OF TINDAL CAMP ROAD ON THE RIGHT.  TURN RIGHT ON
 DO9007'TINDAL CAMP ROAD AND GO EAST FOR 1.0 MI (1.6 KM) TO THE INTERSECTION
 DO9007'OF LAKE MABEL LOOP ROAD AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DO9007'DRIVEN TO REFUSAL AT A DEPTH OF 35.9 FT (10.9 M) WITH AN ALUMINUM DISK
 DO9007'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 3 INCHES (8 CM) BELOW
 DO9007'THE LEVEL OF THE GROUND AND LEVEL WITH TINDAL CAMP ROAD.
 DO9007'
 DO9007'LOCATED 272.5 FT (83.1 M) SOUTH OF SURVEY MARK 25305 B, 35.8 FT (10.9
 DO9007'M) EAST OF THE APPROXIMATE CENTERLINE OF LAKE MABEL LOOP ROAD, 26.0 FT
 DO9007'(7.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF TINDAL CAMP ROAD, 15.3
 DO9007'FT (4.7 M) WEST-NORTHWEST OF POWER POLE NUMBER A06315 AND 1.7 FT (0.5
 DO9007'M) SOUTH OF A CARSONITE WITNESS POST.
 DO9007'
 DO9007'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9007'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9008 ***********************************************************************
 DO9008  DESIGNATION -  25305 B
 DO9008  PID         -  DO9008
 DO9008  STATE/COUNTY-  FL/POLK
 DO9008  COUNTRY     -  US
 DO9008  USGS QUAD   -  LAKE WALES (2018)
 DO9008
 DO9008                         *CURRENT SURVEY CONTROL
 DO9008  ______________________________________________________________________
 DO9008* NAD 83(1986) POSITION- 27 59 01.0    (N) 081 34 43.2    (W)   HD_HELD2
 DO9008* NAVD 88 ORTHO HEIGHT -    46.866 (meters)      153.76  (feet) ADJUSTED
 DO9008  ______________________________________________________________________
 DO9008  GEOID HEIGHT    -        -26.811 (meters)                     GEOID18
 DO9008  DYNAMIC HEIGHT  -         46.796 (meters)      153.53  (feet) COMP
 DO9008  MODELED GRAVITY -    979,154.0   (mgal)                       NAVD 88
 DO9008
 DO9008  VERT ORDER      -  FIRST     CLASS II
 DO9008
 DO9008.The horizontal coordinates were established by autonomous hand held GPS
 DO9008.observations and have an estimated accuracy of +/- 10 meters.
 DO9008
 DO9008.The orthometric height was determined by differential leveling and
 DO9008.adjusted by the NATIONAL GEODETIC SURVEY
 DO9008.in December 2013.
 DO9008
 DO9008.No vertical observational check was made to the station.
 DO9008
 DO9008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9008.GEOID18 height accuracy estimate available here.
 DO9008
 DO9008.Click photographs - Photos may exist for this station.
 DO9008
 DO9008.The dynamic height is computed by dividing the NAVD 88
 DO9008.geopotential number by the normal gravity value computed on the
 DO9008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9008.degrees latitude (g = 980.6199 gals.).
 DO9008
 DO9008.The modeled gravity was interpolated from observed gravity values.
 DO9008
 DO9008;                    North         East    Units  Estimated Accuracy
 DO9008;SPC FL W     -   404,464.      241,447.      MT  (+/- 10 meters HH2 GPS)
 DO9008
 DO9008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4309495521(NAD 83)
 DO9008
 DO9008                          SUPERSEDED SURVEY CONTROL
 DO9008
 DO9008.No superseded survey control is available for this station.
 DO9008
 DO9008_MARKER: DD = SURVEY DISK
 DO9008_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9008_STAMPING: 25305 B 2012
 DO9008_MARK LOGO: SWFWMD
 DO9008_PROJECTION: RECESSED 8 CENTIMETERS
 DO9008_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9008+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2012
 DO9008_ROD/PIPE-DEPTH: 7.5 meters
 DO9008
 DO9008  HISTORY     - Date     Condition        Report By
 DO9008  HISTORY     - 20120722 MONUMENTED       FLDEP
 DO9008
 DO9008                          STATION DESCRIPTION
 DO9008
 DO9008'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9008'THE MARK IS ABOUT 9.8 MI (15.8 KM) EAST OF ELOISE, 5.6 MI (9.0 KM)
 DO9008'NORTH OF LAKE WALES, 3.7 MI (6.0 KM) SOUTHEAST OF DUNDEE, IN SECTION
 DO9008'1, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9008'
 DO9008'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9008'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9008'KM) WEST OF WAVERLY, GO EAST ON WAVERLY ROAD FOR 2.25 MI (3.6 KM) TO
 DO9008'THE T-JUNCTION OF STATE ROAD 17 (NORTH SCENIC HIGHWAY).  TURN LEFT ON
 DO9008'STATE ROAD 17 (NORTH SCENIC HIGHWAY) AND GO NORTH FOR 0.35 MI (0.6 KM)
 DO9008'TO THE JUNCTION OF TINDAL CAMP ROAD ON THE RIGHT.  TURN RIGHT ON
 DO9008'TINDAL CAMP ROAD AND GO EAST FOR 1.0 MI (1.6 KM) TO THE INTERSECTION
 DO9008'OF LAKE MABEL LOOP ROAD.  TURN LEFT ON LAKE MABEL LOOP ROAD AND GO
 DO9008'NORTH FOR ABOUT 300.0 FT (91.4 M) TO A WELL SITE ON THE RIGHT AND THE
 DO9008'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO9008'24.7 FT (7.5 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DO9008'PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL
 DO9008'WITH LAKE MABEL LOOP ROAD.
 DO9008'
 DO9008'LOCATED 298.7 FT (91.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DO9008'TINDAL CAMP ROAD, 272.5 FT (83.1 M) NORTH OF SURVEY MARK 25305 A, 24.5
 DO9008'FT (7.5 M) EAST OF THE APPROXIMATE CENTERLINE OF LAKE MABEL LOOP ROAD,
 DO9008'41.1 FT (12.5 M) NORTH OF A 5.0 FT (1.5 M) TALL CONCRETE POST, 1.6 FT
 DO9008'(0.5 M) WEST OF A CARSONITE WITNESS POST AND 1.5 FT (0.5 M) NORTHWEST
 DO9008'OF A WELL HEAD.
 DO9008'
 DO9008'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9008'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8971 ***********************************************************************
 DO8971  DESIGNATION -  25306 A
 DO8971  PID         -  DO8971
 DO8971  STATE/COUNTY-  FL/POLK
 DO8971  COUNTRY     -  US
 DO8971  USGS QUAD   -  ELOISE (2018)
 DO8971
 DO8971                         *CURRENT SURVEY CONTROL
 DO8971  ______________________________________________________________________
 DO8971* NAD 83(1986) POSITION- 27 59 15.5    (N) 081 39 16.3    (W)   HD_HELD2
 DO8971* NAVD 88 ORTHO HEIGHT -    41.004 (meters)      134.53  (feet) ADJUSTED
 DO8971  ______________________________________________________________________
 DO8971  GEOID HEIGHT    -        -26.652 (meters)                     GEOID18
 DO8971  DYNAMIC HEIGHT  -         40.943 (meters)      134.33  (feet) COMP
 DO8971  MODELED GRAVITY -    979,156.3   (mgal)                       NAVD 88
 DO8971
 DO8971  VERT ORDER      -  FIRST     CLASS II
 DO8971
 DO8971.The horizontal coordinates were established by autonomous hand held GPS
 DO8971.observations and have an estimated accuracy of +/- 10 meters.
 DO8971
 DO8971.The orthometric height was determined by differential leveling and
 DO8971.adjusted by the NATIONAL GEODETIC SURVEY
 DO8971.in December 2013.
 DO8971
 DO8971.No vertical observational check was made to the station.
 DO8971
 DO8971.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8971.GEOID18 height accuracy estimate available here.
 DO8971
 DO8971.Click photographs - Photos may exist for this station.
 DO8971
 DO8971.The dynamic height is computed by dividing the NAVD 88
 DO8971.geopotential number by the normal gravity value computed on the
 DO8971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8971.degrees latitude (g = 980.6199 gals.).
 DO8971
 DO8971.The modeled gravity was interpolated from observed gravity values.
 DO8971
 DO8971;                    North         East    Units  Estimated Accuracy
 DO8971;SPC FL W     -   404,887.      233,983.      MT  (+/- 10 meters HH2 GPS)
 DO8971
 DO8971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3563796005(NAD 83)
 DO8971
 DO8971                          SUPERSEDED SURVEY CONTROL
 DO8971
 DO8971.No superseded survey control is available for this station.
 DO8971
 DO8971_MARKER: DD = SURVEY DISK
 DO8971_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8971_STAMPING: 25306 A 2012
 DO8971_MARK LOGO: SWFWMD
 DO8971_PROJECTION: RECESSED 5 CENTIMETERS
 DO8971_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8971+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2012
 DO8971_ROD/PIPE-DEPTH: 4.9 meters
 DO8971
 DO8971  HISTORY     - Date     Condition        Report By
 DO8971  HISTORY     - 20120812 MONUMENTED       FLDEP
 DO8971
 DO8971                          STATION DESCRIPTION
 DO8971
 DO8971'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8971'THE MARK IS ABOUT 5.3 MI (8.5 KM) EAST-SOUTHEAST OF WINTER HAVEN, 5.1
 DO8971'MI (8.2 KM) EAST OF ELOISE, 3.2 MI (5.1 KM) SOUTHWEST OF DUNDEE, IN
 DO8971'SECTION 6, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO8971'
 DO8971'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO8971'ROAD 540 (CYPRESS GARDENS BOULEVARD AND WAVERLY ROAD) ABOUT 6.0 MI
 DO8971'(9.7 KM) SOUTHEAST OF WINTER HAVEN, GO WEST ON COUNTY ROAD 540
 DO8971'(CYPRESS GARDENS BOULEVARD) FOR 1.8 MI (2.9 KM) TO THE INTERSECTION OF
 DO8971'SOUTH LAKE DAISY ROAD ON THE RIGHT AND LAKE RUBY DRIVE WEST ON THE
 DO8971'LEFT.  TURN RIGHT ON SOUTH LAKE DAISY ROAD AND GO NORTH FOR 0.75 MI
 DO8971'(1.2 KM) TO THE INTERSECTION OF CYPRESS GARDENS ROAD ON THE LEFT AND
 DO8971'STRUTHERS ROAD ON THE RIGHT.  TURN RIGHT ON STRUTHERS ROAD AND GO EAST
 DO8971'FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF FOX HAVEN DRIVE SOUTHEAST ON
 DO8971'THE RIGHT.  TURN RIGHT ON FOX HAVEN DRIVE SOUTHEAST AND GO SOUTH FOR
 DO8971'0.1 MI (0.2 KM) TO THE T-JUNCTION OF GRAY FOX DRIVE.  TURN RIGHT ON
 DO8971'GRAY FOX DRIVE AND GO WEST FOR 0.5 MI (0.8 KM) TO THE T-JUNCTION OF
 DO8971'EAST LAKE FOX DRIVE.  TURN LEFT ON EAST LAKE FOX DRIVE AND GO SOUTH
 DO8971'FOR ABOUT 175.0 FT (53.3 M) TO THE ENTRANCE TO FOX LAKE PUBLIC BOAT
 DO8971'RAMP AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO8971'DEPTH OF 16.0 FT (4.9 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED IN
 DO8971'A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO8971'THE GROUND AND LEVEL WITH THE PARKING AREA.
 DO8971'
 DO8971'LOCATED 175.2 FT (53.4 M) WEST OF THE APPROXIMATE CENTERLINE OF EAST
 DO8971'LAKE FOX DRIVE, 74.4 FT (22.7 M) SOUTHWEST OF A 36-INCH (91 CM)
 DO8971'DIAMETER OAK TREE, 55.8 FT (17.0 M) NORTH OF SURVEY MARK 25306 B, 38.6
 DO8971'FT (11.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP DIRT
 DO8971'ROAD AND 3.8 FT (1.2 M) WEST OF A CARSONITE WITNESS POST.
 DO8971'
 DO8971'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8971'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8972 ***********************************************************************
 DO8972  DESIGNATION -  25306 B
 DO8972  PID         -  DO8972
 DO8972  STATE/COUNTY-  FL/POLK
 DO8972  COUNTRY     -  US
 DO8972  USGS QUAD   -  ELOISE (2018)
 DO8972
 DO8972                         *CURRENT SURVEY CONTROL
 DO8972  ______________________________________________________________________
 DO8972* NAD 83(1986) POSITION- 27 59 15.0    (N) 081 39 16.0    (W)   HD_HELD2
 DO8972* NAVD 88 ORTHO HEIGHT -    41.123 (meters)      134.92  (feet) ADJUSTED
 DO8972  ______________________________________________________________________
 DO8972  GEOID HEIGHT    -        -26.652 (meters)                     GEOID18
 DO8972  DYNAMIC HEIGHT  -         41.062 (meters)      134.72  (feet) COMP
 DO8972  MODELED GRAVITY -    979,156.3   (mgal)                       NAVD 88
 DO8972
 DO8972  VERT ORDER      -  FIRST     CLASS II
 DO8972
 DO8972.The horizontal coordinates were established by autonomous hand held GPS
 DO8972.observations and have an estimated accuracy of +/- 10 meters.
 DO8972
 DO8972.The orthometric height was determined by differential leveling and
 DO8972.adjusted by the NATIONAL GEODETIC SURVEY
 DO8972.in December 2013.
 DO8972
 DO8972.No vertical observational check was made to the station.
 DO8972
 DO8972.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8972.GEOID18 height accuracy estimate available here.
 DO8972
 DO8972.Click photographs - Photos may exist for this station.
 DO8972
 DO8972.The dynamic height is computed by dividing the NAVD 88
 DO8972.geopotential number by the normal gravity value computed on the
 DO8972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8972.degrees latitude (g = 980.6199 gals.).
 DO8972
 DO8972.The modeled gravity was interpolated from observed gravity values.
 DO8972
 DO8972;                    North         East    Units  Estimated Accuracy
 DO8972;SPC FL W     -   404,872.      233,992.      MT  (+/- 10 meters HH2 GPS)
 DO8972
 DO8972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3564595990(NAD 83)
 DO8972
 DO8972                          SUPERSEDED SURVEY CONTROL
 DO8972
 DO8972.No superseded survey control is available for this station.
 DO8972
 DO8972_MARKER: DD = SURVEY DISK
 DO8972_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8972_STAMPING: 25306 B 2012
 DO8972_MARK LOGO: SWFWMD
 DO8972_PROJECTION: RECESSED 5 CENTIMETERS
 DO8972_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8972+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2012
 DO8972_ROD/PIPE-DEPTH: 7.3 meters
 DO8972
 DO8972  HISTORY     - Date     Condition        Report By
 DO8972  HISTORY     - 20120812 MONUMENTED       FLDEP
 DO8972
 DO8972                          STATION DESCRIPTION
 DO8972
 DO8972'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8972'THE MARK IS ABOUT 5.3 MI (8.5 KM) EAST-SOUTHEAST OF WINTER HAVEN, 5.1
 DO8972'MI (8.2 KM) EAST OF ELOISE, 3.2 MI (5.1 KM) SOUTHWEST OF DUNDEE, IN
 DO8972'SECTION 6, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO8972'
 DO8972'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO8972'ROAD 540 (CYPRESS GARDENS BOULEVARD AND WAVERLY ROAD) ABOUT 6.0 MI
 DO8972'(9.7 KM) SOUTHEAST OF WINTER HAVEN, GO WEST ON COUNTY ROAD 540
 DO8972'(CYPRESS GARDENS BOULEVARD) FOR 1.8 MI (2.9 KM) TO THE INTERSECTION OF
 DO8972'SOUTH LAKE DAISY ROAD ON THE RIGHT AND LAKE RUBY DRIVE WEST ON THE
 DO8972'LEFT.  TURN RIGHT ON SOUTH LAKE DAISY ROAD AND GO NORTH FOR 0.75 MI
 DO8972'(1.2 KM) TO THE INTERSECTION OF CYPRESS GARDENS ROAD ON THE LEFT AND
 DO8972'STRUTHERS ROAD ON THE RIGHT.  TURN RIGHT ON STRUTHERS ROAD AND GO EAST
 DO8972'FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF FOX HAVEN DRIVE SOUTHEAST ON
 DO8972'THE RIGHT.  TURN RIGHT ON FOX HAVEN DRIVE SOUTHEAST AND GO SOUTH FOR
 DO8972'0.1 MI (0.2 KM) TO THE T-JUNCTION OF GRAY FOX DRIVE.  TURN RIGHT ON
 DO8972'GRAY FOX DRIVE AND GO WEST FOR 0.5 MI (0.8 KM) TO THE T-JUNCTION OF
 DO8972'EAST LAKE FOX DRIVE.  TURN LEFT ON EAST LAKE FOX DRIVE AND GO SOUTH
 DO8972'FOR ABOUT 175.0 FT (53.3 M) TO THE ENTRANCE TO FOX LAKE PUBLIC BOAT
 DO8972'RAMP AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO8972'DEPTH OF 24.0 FT (7.3 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED IN
 DO8972'A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO8972'THE GROUND AND LEVEL WITH THE PARKING AREA.
 DO8972'
 DO8972'LOCATED 178.0 FT (54.3 M) WEST OF THE APPROXIMATE CENTERLINE OF EAST
 DO8972'LAKE FOX DRIVE, 55.3 FT (16.9 M) SOUTH OF SURVEY MARK 25306 A, 13.7 FT
 DO8972'(4.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP DIRT ROAD
 DO8972'AND 3.8 FT (1.2 M) NORTH OF A CARSONITE WITNESS POST.
 DO8972'
 DO8972'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8972'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8944 ***********************************************************************
 DO8944  DESIGNATION -  25307 A
 DO8944  PID         -  DO8944
 DO8944  STATE/COUNTY-  FL/POLK
 DO8944  COUNTRY     -  US
 DO8944  USGS QUAD   -  LAKE WALES (2018)
 DO8944
 DO8944                         *CURRENT SURVEY CONTROL
 DO8944  ______________________________________________________________________
 DO8944* NAD 83(1986) POSITION- 27 59 56.0    (N) 081 36 26.3    (W)   HD_HELD2
 DO8944* NAVD 88 ORTHO HEIGHT -    34.391 (meters)      112.83  (feet) ADJUSTED
 DO8944  ______________________________________________________________________
 DO8944  GEOID HEIGHT    -        -26.794 (meters)                     GEOID18
 DO8944  DYNAMIC HEIGHT  -         34.340 (meters)      112.66  (feet) COMP
 DO8944  MODELED GRAVITY -    979,154.8   (mgal)                       NAVD 88
 DO8944
 DO8944  VERT ORDER      -  FIRST     CLASS II
 DO8944
 DO8944.The horizontal coordinates were established by autonomous hand held GPS
 DO8944.observations and have an estimated accuracy of +/- 10 meters.
 DO8944
 DO8944.The orthometric height was determined by differential leveling and
 DO8944.adjusted by the NATIONAL GEODETIC SURVEY
 DO8944.in December 2013.
 DO8944
 DO8944.No vertical observational check was made to the station.
 DO8944
 DO8944.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8944.GEOID18 height accuracy estimate available here.
 DO8944
 DO8944.Click photographs - Photos may exist for this station.
 DO8944
 DO8944.The dynamic height is computed by dividing the NAVD 88
 DO8944.geopotential number by the normal gravity value computed on the
 DO8944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8944.degrees latitude (g = 980.6199 gals.).
 DO8944
 DO8944.The modeled gravity was interpolated from observed gravity values.
 DO8944
 DO8944;                    North         East    Units  Estimated Accuracy
 DO8944;SPC FL W     -   406,148.      238,624.      MT  (+/- 10 meters HH2 GPS)
 DO8944
 DO8944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4028697227(NAD 83)
 DO8944
 DO8944                          SUPERSEDED SURVEY CONTROL
 DO8944
 DO8944.No superseded survey control is available for this station.
 DO8944
 DO8944_MARKER: DD = SURVEY DISK
 DO8944_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8944_STAMPING: 25307 A 2012
 DO8944_MARK LOGO: SWFWMD
 DO8944_PROJECTION: RECESSED 5 CENTIMETERS
 DO8944_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8944+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 DO8944_ROD/PIPE-DEPTH: 24.5 meters
 DO8944
 DO8944  HISTORY     - Date     Condition        Report By
 DO8944  HISTORY     - 20120717 MONUMENTED       FLDEP
 DO8944
 DO8944                          STATION DESCRIPTION
 DO8944
 DO8944'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8944'THE MARK IS ABOUT 7.8 MI (12.6 KM) EAST-SOUTHEAST OF WINTER HAVEN, 6.9
 DO8944'MI (11.1 KM) NORTH OF LAKE WALES, 1.8 MI (2.9 KM) SOUTH-SOUTHEAST OF
 DO8944'DUNDEE, IN SECTION 34, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DO8944'
 DO8944'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 542 (DUNDEE
 DO8944'ROAD) AND U.S. HIGHWAY 27 IN DUNDEE, GO SOUTH ON U.S. HIGHWAY 27 FOR
 DO8944'0.5 MI (0.8 KM) TO THE JUNCTION OF LINCOLN AVENUE ON THE LEFT.  TURN
 DO8944'LEFT ON LINCOLN AVENUE AND GO EAST FOR 0.95 MI (1.5 KM) TO THE
 DO8944'T-JUNCTION OF SOUTH FOURTH STREET ON THE LEFT AND CAMP ENDEAVOR
 DO8944'BOULEVARD (SOUTHERN ROAD) ON THE RIGHT.  TURN RIGHT ON CAMP ENDEAVOR
 DO8944'BOULEVARD (SOUTHERN ROAD) AND GO SOUTH AND EAST FOR 0.7 MI (1.1 KM) TO
 DO8944'THE JUNCTION OF CAMPBELL ROAD ON THE RIGHT.  TURN RIGHT ON CAMPBELL
 DO8944'ROAD AND GO SOUTH FOR 0.65 MI (1.0 KM) TO A BOAT LANDING ON THE NORTH
 DO8944'SHORE OF LAKE ANNIE AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN
 DO8944'TO REFUSAL AT A DEPTH OF 80.4 FT (24.5 M) WITH AN ALUMINUM DISK
 DO8944'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6
 DO8944'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE CAMPBELL ROAD
 DO8944'BOAT RAMP.
 DO8944'
 DO8944'LOCATED 117.5 FT (35.8 M) SOUTHWEST OF A LONE PINE TREE, 72.1 FT (22.0
 DO8944'M) NORTHEAST OF SURVEY MARK 25307 B, 29.7 FT (9.1 M) EAST OF THE
 DO8944'APPROXIMATE CENTERLINE OF THE BOAT RAMP APPROACH AND 2.0 FT (0.6 M)
 DO8944'WEST OF A CARSONITE WITNESS POST.    NOTE A MAGNET WAS BURIED ON THE
 DO8944'SOUTH SIDE OF THE MARK, ALSO A MAGNET IS FACTORY INSTALLED INSIDE THE
 DO8944'STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8945 ***********************************************************************
 DO8945  DESIGNATION -  25307 B
 DO8945  PID         -  DO8945
 DO8945  STATE/COUNTY-  FL/POLK
 DO8945  COUNTRY     -  US
 DO8945  USGS QUAD   -  LAKE WALES (2018)
 DO8945
 DO8945                         *CURRENT SURVEY CONTROL
 DO8945  ______________________________________________________________________
 DO8945* NAD 83(1986) POSITION- 27 59 55.6    (N) 081 36 27.2    (W)   HD_HELD2
 DO8945* NAVD 88 ORTHO HEIGHT -    33.824 (meters)      110.97  (feet) ADJUSTED
 DO8945  ______________________________________________________________________
 DO8945  GEOID HEIGHT    -        -26.793 (meters)                     GEOID18
 DO8945  DYNAMIC HEIGHT  -         33.773 (meters)      110.80  (feet) COMP
 DO8945  MODELED GRAVITY -    979,154.8   (mgal)                       NAVD 88
 DO8945
 DO8945  VERT ORDER      -  FIRST     CLASS II
 DO8945
 DO8945.The horizontal coordinates were established by autonomous hand held GPS
 DO8945.observations and have an estimated accuracy of +/- 10 meters.
 DO8945
 DO8945.The orthometric height was determined by differential leveling and
 DO8945.adjusted by the NATIONAL GEODETIC SURVEY
 DO8945.in December 2013.
 DO8945
 DO8945.No vertical observational check was made to the station.
 DO8945
 DO8945.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8945.GEOID18 height accuracy estimate available here.
 DO8945
 DO8945.Click photographs - Photos may exist for this station.
 DO8945
 DO8945.The dynamic height is computed by dividing the NAVD 88
 DO8945.geopotential number by the normal gravity value computed on the
 DO8945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8945.degrees latitude (g = 980.6199 gals.).
 DO8945
 DO8945.The modeled gravity was interpolated from observed gravity values.
 DO8945
 DO8945;                    North         East    Units  Estimated Accuracy
 DO8945;SPC FL W     -   406,136.      238,600.      MT  (+/- 10 meters HH2 GPS)
 DO8945
 DO8945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4026297215(NAD 83)
 DO8945
 DO8945                          SUPERSEDED SURVEY CONTROL
 DO8945
 DO8945.No superseded survey control is available for this station.
 DO8945
 DO8945_MARKER: DD = SURVEY DISK
 DO8945_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8945_STAMPING: 25307 B 2012
 DO8945_MARK LOGO: SWFWMD
 DO8945_PROJECTION: RECESSED 5 CENTIMETERS
 DO8945_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8945+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 DO8945_ROD/PIPE-DEPTH: 22.1 meters
 DO8945
 DO8945  HISTORY     - Date     Condition        Report By
 DO8945  HISTORY     - 20120717 MONUMENTED       FLDEP
 DO8945
 DO8945                          STATION DESCRIPTION
 DO8945
 DO8945'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8945'THE MARK IS ABOUT 7.8 MI (12.6 KM) EAST-SOUTHEAST OF WINTER HAVEN, 6.9
 DO8945'MI (11.1 KM) NORTH OF LAKE WALES, 1.8 MI (2.9 KM) SOUTH-SOUTHEAST OF
 DO8945'DUNDEE, IN SECTION 34, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DO8945'
 DO8945'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 542 (DUNDEE
 DO8945'ROAD) AND U.S. HIGHWAY 27 IN DUNDEE, GO SOUTH ON U.S. HIGHWAY 27 FOR
 DO8945'0.5 MI (0.8 KM) TO THE JUNCTION OF LINCOLN AVENUE ON THE LEFT.  TURN
 DO8945'LEFT ON LINCOLN AVENUE AND GO EAST FOR 0.95 MI (1.5 KM) TO THE
 DO8945'T-JUNCTION OF SOUTH FOURTH STREET ON THE LEFT AND CAMP ENDEAVOR
 DO8945'BOULEVARD (SOUTHERN ROAD) ON THE RIGHT.  TURN RIGHT ON CAMP ENDEAVOR
 DO8945'BOULEVARD (SOUTHERN ROAD) AND GO SOUTH AND EAST FOR 0.7 MI (1.1 KM) TO
 DO8945'THE JUNCTION OF CAMPBELL ROAD ON THE RIGHT.  TURN RIGHT ON CAMPBELL
 DO8945'ROAD AND GO SOUTH FOR 0.65 MI (1.0 KM) TO A BOAT LANDING ON THE NORTH
 DO8945'SHORE OF LAKE ANNIE AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN
 DO8945'TO REFUSAL AT A DEPTH OF 72.6 FT (22.1 M) WITH AN ALUMINUM DISK
 DO8945'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6
 DO8945'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE CAMPBELL ROAD
 DO8945'BOAT RAMP.
 DO8945'
 DO8945'LOCATED 201.7 FT (61.5 M) SOUTHWEST OF A LONE PINE TREE, 72.1 FT (22.0
 DO8945'M) SOUTHWEST OF SURVEY MARK 25307 A, 32.4 FT (9.9 M) WEST OF THE
 DO8945'APPROXIMATE CENTERLINE OF THE BOAT RAMP AND 2.3 FT (0.7 M) NORTH OF A
 DO8945'CARSONITE WITNESS POST.    NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE
 DO8945'OF THE MARK, ALSO A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE
 DO8945'DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9005 ***********************************************************************
 DO9005  DESIGNATION -  25308 A
 DO9005  PID         -  DO9005
 DO9005  STATE/COUNTY-  FL/POLK
 DO9005  COUNTRY     -  US
 DO9005  USGS QUAD   -  LAKE WALES (2018)
 DO9005
 DO9005                         *CURRENT SURVEY CONTROL
 DO9005  ______________________________________________________________________
 DO9005* NAD 83(1986) POSITION- 27 58 57.7    (N) 081 35 24.0    (W)   HD_HELD2
 DO9005* NAVD 88 ORTHO HEIGHT -    61.483 (meters)      201.72  (feet) ADJUSTED
 DO9005  ______________________________________________________________________
 DO9005  GEOID HEIGHT    -        -26.781 (meters)                     GEOID18
 DO9005  DYNAMIC HEIGHT  -         61.391 (meters)      201.41  (feet) COMP
 DO9005  MODELED GRAVITY -    979,154.4   (mgal)                       NAVD 88
 DO9005
 DO9005  VERT ORDER      -  FIRST     CLASS II
 DO9005
 DO9005.The horizontal coordinates were established by autonomous hand held GPS
 DO9005.observations and have an estimated accuracy of +/- 10 meters.
 DO9005
 DO9005.The orthometric height was determined by differential leveling and
 DO9005.adjusted by the NATIONAL GEODETIC SURVEY
 DO9005.in December 2013.
 DO9005
 DO9005.No vertical observational check was made to the station.
 DO9005
 DO9005.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9005.GEOID18 height accuracy estimate available here.
 DO9005
 DO9005.Click photographs - Photos may exist for this station.
 DO9005
 DO9005.The dynamic height is computed by dividing the NAVD 88
 DO9005.geopotential number by the normal gravity value computed on the
 DO9005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9005.degrees latitude (g = 980.6199 gals.).
 DO9005
 DO9005.The modeled gravity was interpolated from observed gravity values.
 DO9005
 DO9005;                    North         East    Units  Estimated Accuracy
 DO9005;SPC FL W     -   404,359.      240,333.      MT  (+/- 10 meters HH2 GPS)
 DO9005
 DO9005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4197995425(NAD 83)
 DO9005
 DO9005                          SUPERSEDED SURVEY CONTROL
 DO9005
 DO9005.No superseded survey control is available for this station.
 DO9005
 DO9005_MARKER: DD = SURVEY DISK
 DO9005_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9005_STAMPING: 25308 A 2012
 DO9005_MARK LOGO: SWFWMD
 DO9005_PROJECTION: RECESSED 8 CENTIMETERS
 DO9005_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9005+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2012
 DO9005_ROD/PIPE-DEPTH: 13.6 meters
 DO9005
 DO9005  HISTORY     - Date     Condition        Report By
 DO9005  HISTORY     - 20120722 MONUMENTED       FLDEP
 DO9005
 DO9005                          STATION DESCRIPTION
 DO9005
 DO9005'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9005'THE MARK IS ABOUT 9.1 MI (14.6 KM) EAST OF ELOISE, 5.6 MI (9.0 KM)
 DO9005'NORTH OF LAKE WALES, 3.3 MI (5.3 KM) SOUTH-SOUTHEAST OF DUNDEE, IN
 DO9005'ESTIMATED SECTION 11, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9005'
 DO9005'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9005'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9005'KM) WEST OF WAVERLY, GO EAST ON WAVERLY ROAD FOR 2.25 MI (3.6 KM) TO
 DO9005'THE T-JUNCTION OF STATE ROAD 17 (NORTH SCENIC HIGHWAY).  TURN LEFT ON
 DO9005'STATE ROAD 17 (NORTH SCENIC HIGHWAY) AND GO NORTH FOR 0.35 MI (0.6 KM)
 DO9005'TO THE JUNCTION OF TINDAL CAMP ROAD ON THE RIGHT.  TURN RIGHT ON
 DO9005'TINDAL CAMP ROAD AND GO EAST FOR 0.3 MI (0.5 KM) TO THE MARK ON THE
 DO9005'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 44.7 FT (13.6
 DO9005'M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO9005'0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH TINDAL CAMP
 DO9005'ROAD.
 DO9005'
 DO9005'LOCATED 125.5 FT (38.3 M) WEST OF SURVEY MARK 25308 B, 52.8 FT (16.1
 DO9005'M) EAST OF THE APPROXIMATE EXTENDED CENTERLINE OF THE DRIVEWAY AT 317
 DO9005'TINDAL CAMP ROAD, 19.2 FT (5.9 M) SOUTH OF THE APPROXIMATE CENTERLINE
 DO9005'OF TINDAL CAMP ROAD, 2.1 FT (0.6 M) NORTH OF POWER POLE NUMBER DC039
 DO9005'AND 1.9 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST.
 DO9005'
 DO9005'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9005'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9006 ***********************************************************************
 DO9006  DESIGNATION -  25308 B
 DO9006  PID         -  DO9006
 DO9006  STATE/COUNTY-  FL/POLK
 DO9006  COUNTRY     -  US
 DO9006  USGS QUAD   -  LAKE WALES (2018)
 DO9006
 DO9006                         *CURRENT SURVEY CONTROL
 DO9006  ______________________________________________________________________
 DO9006* NAD 83(1986) POSITION- 27 58 57.7    (N) 081 35 22.6    (W)   HD_HELD2
 DO9006* NAVD 88 ORTHO HEIGHT -    61.192 (meters)      200.76  (feet) ADJUSTED
 DO9006  ______________________________________________________________________
 DO9006  GEOID HEIGHT    -        -26.781 (meters)                     GEOID18
 DO9006  DYNAMIC HEIGHT  -         61.101 (meters)      200.46  (feet) COMP
 DO9006  MODELED GRAVITY -    979,154.4   (mgal)                       NAVD 88
 DO9006
 DO9006  VERT ORDER      -  FIRST     CLASS II
 DO9006
 DO9006.The horizontal coordinates were established by autonomous hand held GPS
 DO9006.observations and have an estimated accuracy of +/- 10 meters.
 DO9006
 DO9006.The orthometric height was determined by differential leveling and
 DO9006.adjusted by the NATIONAL GEODETIC SURVEY
 DO9006.in December 2013.
 DO9006
 DO9006.No vertical observational check was made to the station.
 DO9006
 DO9006.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9006.GEOID18 height accuracy estimate available here.
 DO9006
 DO9006.Click photographs - Photos may exist for this station.
 DO9006
 DO9006.The dynamic height is computed by dividing the NAVD 88
 DO9006.geopotential number by the normal gravity value computed on the
 DO9006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9006.degrees latitude (g = 980.6199 gals.).
 DO9006
 DO9006.The modeled gravity was interpolated from observed gravity values.
 DO9006
 DO9006;                    North         East    Units  Estimated Accuracy
 DO9006;SPC FL W     -   404,359.      240,371.      MT  (+/- 10 meters HH2 GPS)
 DO9006
 DO9006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4201895425(NAD 83)
 DO9006
 DO9006                          SUPERSEDED SURVEY CONTROL
 DO9006
 DO9006.No superseded survey control is available for this station.
 DO9006
 DO9006_MARKER: DD = SURVEY DISK
 DO9006_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9006_STAMPING: 25308 B 2012
 DO9006_MARK LOGO: SWFWMD
 DO9006_PROJECTION: RECESSED 8 CENTIMETERS
 DO9006_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9006+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2012
 DO9006_ROD/PIPE-DEPTH: 11.1 meters
 DO9006
 DO9006  HISTORY     - Date     Condition        Report By
 DO9006  HISTORY     - 20120722 MONUMENTED       FLDEP
 DO9006
 DO9006                          STATION DESCRIPTION
 DO9006
 DO9006'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9006'THE MARK IS ABOUT 9.1 MI (14.6 KM) EAST OF ELOISE, 5.6 MI (9.0 KM)
 DO9006'NORTH OF LAKE WALES, 3.3 MI (5.3 KM) SOUTH-SOUTHEAST OF DUNDEE, IN
 DO9006'ESTIMATED SECTION 11, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO9006'
 DO9006'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9006'540 (CYPRESS GARDENS BOULEVARD) AND WAVERLY ROAD, ABOUT 1.0 MI (1.6
 DO9006'KM) WEST OF WAVERLY, GO EAST ON WAVERLY ROAD FOR 2.25 MI (3.6 KM) TO
 DO9006'THE T-JUNCTION OF STATE ROAD 17 (NORTH SCENIC HIGHWAY).  TURN LEFT ON
 DO9006'STATE ROAD 17 (NORTH SCENIC HIGHWAY) AND GO NORTH FOR 0.35 MI (0.6 KM)
 DO9006'TO THE JUNCTION OF TINDAL CAMP ROAD ON THE RIGHT.  TURN RIGHT ON
 DO9006'TINDAL CAMP ROAD AND GO EAST FOR 0.3 MI (0.5 KM) TO THE MARK ON THE
 DO9006'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 36.3 FT (11.1
 DO9006'M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DO9006'0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH TINDAL CAMP
 DO9006'ROAD.
 DO9006'
 DO9006'LOCATED 143.4 FT (43.7 M) WEST OF POWER POLE NUMBER DC040, 125.5 FT
 DO9006'(38.3 M) EAST OF SURVEY MARK 25308 A, 22.4 FT (6.8 M) SOUTH OF THE
 DO9006'APPROXIMATE CENTERLINE OF TINDAL CAMP ROAD, 3.5 FT (1.1 M)
 DO9006'WEST-NORTHWEST OF A WELL HEAD AND 2.5 FT (0.8 M) NORTH OF A CARSONITE
 DO9006'WITNESS POST.
 DO9006'
 DO9006'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9006'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8980 ***********************************************************************
 DO8980  DESIGNATION -  25312 A
 DO8980  PID         -  DO8980
 DO8980  STATE/COUNTY-  FL/POLK
 DO8980  COUNTRY     -  US
 DO8980  USGS QUAD   -  ELOISE (2018)
 DO8980
 DO8980                         *CURRENT SURVEY CONTROL
 DO8980  ______________________________________________________________________
 DO8980* NAD 83(1986) POSITION- 27 59 43.3    (N) 081 40 40.9    (W)   HD_HELD2
 DO8980* NAVD 88 ORTHO HEIGHT -    40.484 (meters)      132.82  (feet) ADJUSTED
 DO8980  ______________________________________________________________________
 DO8980  GEOID HEIGHT    -        -26.628 (meters)                     GEOID18
 DO8980  DYNAMIC HEIGHT  -         40.424 (meters)      132.62  (feet) COMP
 DO8980  MODELED GRAVITY -    979,156.9   (mgal)                       NAVD 88
 DO8980
 DO8980  VERT ORDER      -  FIRST     CLASS II
 DO8980
 DO8980.The horizontal coordinates were established by autonomous hand held GPS
 DO8980.observations and have an estimated accuracy of +/- 10 meters.
 DO8980
 DO8980.The orthometric height was determined by differential leveling and
 DO8980.adjusted by the NATIONAL GEODETIC SURVEY
 DO8980.in December 2013.
 DO8980
 DO8980.No vertical observational check was made to the station.
 DO8980
 DO8980.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8980.GEOID18 height accuracy estimate available here.
 DO8980
 DO8980.Click photographs - Photos may exist for this station.
 DO8980
 DO8980.The dynamic height is computed by dividing the NAVD 88
 DO8980.geopotential number by the normal gravity value computed on the
 DO8980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8980.degrees latitude (g = 980.6199 gals.).
 DO8980
 DO8980.The modeled gravity was interpolated from observed gravity values.
 DO8980
 DO8980;                    North         East    Units  Estimated Accuracy
 DO8980;SPC FL W     -   405,737.      231,669.      MT  (+/- 10 meters HH2 GPS)
 DO8980
 DO8980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3333096873(NAD 83)
 DO8980
 DO8980                          SUPERSEDED SURVEY CONTROL
 DO8980
 DO8980.No superseded survey control is available for this station.
 DO8980
 DO8980_MARKER: DD = SURVEY DISK
 DO8980_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8980_STAMPING: 25312 A 2012
 DO8980_MARK LOGO: SWFWMD
 DO8980_PROJECTION: RECESSED 8 CENTIMETERS
 DO8980_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8980+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2012
 DO8980_ROD/PIPE-DEPTH: 9.4 meters
 DO8980
 DO8980  HISTORY     - Date     Condition        Report By
 DO8980  HISTORY     - 20120815 MONUMENTED       FLDEP
 DO8980
 DO8980                          STATION DESCRIPTION
 DO8980
 DO8980'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8980'THE MARK IS ABOUT 4.0 MI (6.4 KM) WEST-SOUTHWEST OF DUNDEE, 3.8 MI
 DO8980'(6.1 KM) EAST-SOUTHEAST OF WINTER HAVEN, 3.7 MI (6.0 KM) EAST OF
 DO8980'ELOISE, IN SECTION 2, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO8980'
 DO8980'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO8980'ROAD 540 (CYPRESS GARDENS BOULEVARD) IN WINTER HAVEN, GO EAST AND
 DO8980'SOUTH ON COUNTY ROAD 540 (CYPRESS GARDENS BOULEVARD) FOR 2.9 MI (4.7
 DO8980'KM) TO THE JUNCTION OF CYPRESS GARDENS ROAD SOUTHEAST.  TURN LEFT ON
 DO8980'CYPRESS GARDENS ROAD SOUTHEAST AND GO EAST FOR 0.65 MI (1.0 KM) TO THE
 DO8980'JUNCTION OF DEXTER SHORES DRIVE SOUTHEAST ON THE RIGHT.  TURN RIGHT ON
 DO8980'DEXTER SHORES DRIVE SOUTHEAST AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE
 DO8980'END OF DEXTER SHORES DRIVE SOUTHEAST AND THE MARK, AN ALUMINUM ROD
 DO8980'DRIVEN TO REFUSAL AT A DEPTH OF 30.9 FT (9.4 M) WITH AN ALUMINUM DISK
 DO8980'ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.3 FT (9
 DO8980'CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL
 DO8980'OF DEXTER SHORES DRIVE SOUTHEAST.
 DO8980'
 DO8980'LOCATED 66.1 FT (20.1 M) WEST OF THE APPROXIMATE CENTERLINE OF DEXTER
 DO8980'SHORES DRIVE SOUTHEAST, 42.9 FT (13.1 M) NORTHEAST OF THE NORTHEAST
 DO8980'CORNER OF A CONCRETE BOAT RAMP, 38.0 FT (11.6 M) NORTH-NORTHWEST OF A
 DO8980'23-INCH (58 CM) DIAMETER CYPRESS TREE, 35.1 FT (10.7 M) WEST-NORTHWEST
 DO8980'OF SURVEY MARK 25312 B AND 1.6 FT (0.5 M) SOUTH OF A CARSONITE WITNESS
 DO8980'POST.
 DO8980'
 DO8980'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8980'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8981 ***********************************************************************
 DO8981  DESIGNATION -  25312 B
 DO8981  PID         -  DO8981
 DO8981  STATE/COUNTY-  FL/POLK
 DO8981  COUNTRY     -  US
 DO8981  USGS QUAD   -  ELOISE (2018)
 DO8981
 DO8981                         *CURRENT SURVEY CONTROL
 DO8981  ______________________________________________________________________
 DO8981* NAD 83(1986) POSITION- 27 59 43.1    (N) 081 40 40.6    (W)   HD_HELD2
 DO8981* NAVD 88 ORTHO HEIGHT -    40.572 (meters)      133.11  (feet) ADJUSTED
 DO8981  ______________________________________________________________________
 DO8981  GEOID HEIGHT    -        -26.628 (meters)                     GEOID18
 DO8981  DYNAMIC HEIGHT  -         40.512 (meters)      132.91  (feet) COMP
 DO8981  MODELED GRAVITY -    979,156.9   (mgal)                       NAVD 88
 DO8981
 DO8981  VERT ORDER      -  FIRST     CLASS II
 DO8981
 DO8981.The horizontal coordinates were established by autonomous hand held GPS
 DO8981.observations and have an estimated accuracy of +/- 10 meters.
 DO8981
 DO8981.The orthometric height was determined by differential leveling and
 DO8981.adjusted by the NATIONAL GEODETIC SURVEY
 DO8981.in December 2013.
 DO8981
 DO8981.No vertical observational check was made to the station.
 DO8981
 DO8981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8981.GEOID18 height accuracy estimate available here.
 DO8981
 DO8981.Click photographs - Photos may exist for this station.
 DO8981
 DO8981.The dynamic height is computed by dividing the NAVD 88
 DO8981.geopotential number by the normal gravity value computed on the
 DO8981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8981.degrees latitude (g = 980.6199 gals.).
 DO8981
 DO8981.The modeled gravity was interpolated from observed gravity values.
 DO8981
 DO8981;                    North         East    Units  Estimated Accuracy
 DO8981;SPC FL W     -   405,731.      231,678.      MT  (+/- 10 meters HH2 GPS)
 DO8981
 DO8981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3333996867(NAD 83)
 DO8981
 DO8981                          SUPERSEDED SURVEY CONTROL
 DO8981
 DO8981.No superseded survey control is available for this station.
 DO8981
 DO8981_MARKER: DD = SURVEY DISK
 DO8981_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8981_STAMPING: 25312 B 2012
 DO8981_MARK LOGO: SWFWMD
 DO8981_PROJECTION: RECESSED 5 CENTIMETERS
 DO8981_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8981+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2012
 DO8981_ROD/PIPE-DEPTH: 19.4 meters
 DO8981
 DO8981  HISTORY     - Date     Condition        Report By
 DO8981  HISTORY     - 20120815 MONUMENTED       FLDEP
 DO8981
 DO8981                          STATION DESCRIPTION
 DO8981
 DO8981'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8981'THE MARK IS ABOUT 4.0 MI (6.4 KM) WEST-SOUTHWEST OF DUNDEE, 3.8 MI
 DO8981'(6.1 KM) EAST-SOUTHEAST OF WINTER HAVEN, 3.7 MI (6.0 KM) EAST OF
 DO8981'ELOISE, IN SECTION 2, TOWNSHIP 29 SOUTH, RANGE 26 EAST.
 DO8981'
 DO8981'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO8981'ROAD 540 (CYPRESS GARDENS BOULEVARD) IN WINTER HAVEN, GO EAST AND
 DO8981'SOUTH ON COUNTY ROAD 540 (CYPRESS GARDENS BOULEVARD) FOR 2.9 MI (4.7
 DO8981'KM) TO THE JUNCTION OF CYPRESS GARDENS ROAD SOUTHEAST ON THE LEFT.
 DO8981'TURN LEFT ON CYPRESS GARDENS ROAD SOUTHEAST AND GO EAST FOR 0.65 MI
 DO8981'(1.0 KM) TO THE JUNCTION OF DEXTER SHORES DRIVE SOUTHEAST ON THE
 DO8981'RIGHT.  TURN RIGHT ON DEXTER SHORES DRIVE SOUTHEAST AND GO SOUTH FOR
 DO8981'0.1 MI (0.2 KM) TO THE END OF DEXTER SHORES DRIVE SOUTHEAST AND THE
 DO8981'MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 63.8 FT (19.4 M)
 DO8981'WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC
 DO8981'PIPE, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT
 DO8981'(0.3 M) BELOW THE LEVEL OF DEXTER SHORES DRIVE SOUTHEAST.
 DO8981'
 DO8981'LOCATED 72.6 FT (22.1 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 DO8981'CONCRETE BOAT RAMP, 36.1 FT (11.0 M) WEST OF THE APPROXIMATE
 DO8981'CENTERLINE OF DEXTER SHORES DRIVE SOUTHEAST, 35.1 FT (10.7 M)
 DO8981'EAST-SOUTHEAST OF SURVEY MARK 25312 A, 19.4 FT (5.9 M) NORTH-NORTHEAST
 DO8981'OF A 23-INCH (58 CM) DIAMETER CYPRESS TREE AND 1.9 FT (0.6 M) SOUTH OF
 DO8981'A CARSONITE WITNESS POST.
 DO8981'
 DO8981'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8981'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8940 ***********************************************************************
 DO8940  DESIGNATION -  25315 A
 DO8940  PID         -  DO8940
 DO8940  STATE/COUNTY-  FL/POLK
 DO8940  COUNTRY     -  US
 DO8940  USGS QUAD   -  DUNDEE (2018)
 DO8940
 DO8940                         *CURRENT SURVEY CONTROL
 DO8940  ______________________________________________________________________
 DO8940* NAD 83(1986) POSITION- 28 00 41.4    (N) 081 36 36.4    (W)   HD_HELD2
 DO8940* NAVD 88 ORTHO HEIGHT -    36.306 (meters)      119.11  (feet) ADJUSTED
 DO8940  ______________________________________________________________________
 DO8940  GEOID HEIGHT    -        -26.829 (meters)                     GEOID18
 DO8940  DYNAMIC HEIGHT  -         36.252 (meters)      118.94  (feet) COMP
 DO8940  MODELED GRAVITY -    979,152.9   (mgal)                       NAVD 88
 DO8940
 DO8940  VERT ORDER      -  FIRST     CLASS II
 DO8940
 DO8940.The horizontal coordinates were established by autonomous hand held GPS
 DO8940.observations and have an estimated accuracy of +/- 10 meters.
 DO8940
 DO8940.The orthometric height was determined by differential leveling and
 DO8940.adjusted by the NATIONAL GEODETIC SURVEY
 DO8940.in December 2013.
 DO8940
 DO8940.No vertical observational check was made to the station.
 DO8940
 DO8940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8940.GEOID18 height accuracy estimate available here.
 DO8940
 DO8940.Click photographs - Photos may exist for this station.
 DO8940
 DO8940.The dynamic height is computed by dividing the NAVD 88
 DO8940.geopotential number by the normal gravity value computed on the
 DO8940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8940.degrees latitude (g = 980.6199 gals.).
 DO8940
 DO8940.The modeled gravity was interpolated from observed gravity values.
 DO8940
 DO8940;                    North         East    Units  Estimated Accuracy
 DO8940;SPC FL W     -   407,545.      238,344.      MT  (+/- 10 meters HH2 GPS)
 DO8940
 DO8940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4001898626(NAD 83)
 DO8940
 DO8940                          SUPERSEDED SURVEY CONTROL
 DO8940
 DO8940.No superseded survey control is available for this station.
 DO8940
 DO8940_MARKER: DD = SURVEY DISK
 DO8940_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8940_STAMPING: 25315 A 2012
 DO8940_MARK LOGO: SWFWMD
 DO8940_PROJECTION: RECESSED 5 CENTIMETERS
 DO8940_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8940_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8940+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 DO8940_ROD/PIPE-DEPTH: 3.9 meters
 DO8940
 DO8940  HISTORY     - Date     Condition        Report By
 DO8940  HISTORY     - 20120717 MONUMENTED       FLDEP
 DO8940
 DO8940                          STATION DESCRIPTION
 DO8940
 DO8940'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8940'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTH OF LAKE WALES, 7.5 MI (12.1
 DO8940'KM) EAST OF WINTER HAVEN, 0.9 MI (1.4 KM) SOUTHEAST OF DUNDEE, IN
 DO8940'SECTION 27, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DO8940'
 DO8940'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 542 (DUNDEE
 DO8940'ROAD) AND U.S. HIGHWAY 27 IN DUNDEE, GO EAST ON STATE ROAD 542 (DUNDEE
 DO8940'ROAD) FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF MAIN STREET ON THE
 DO8940'RIGHT.  TURN RIGHT ON MAIN STREET (STATE ROAD 17) AND GO EAST FOR 0.35
 DO8940'MI (0.6 KM) TO THE INTERSECTION OF FOURTH STREET.  TURN RIGHT ON SOUTH
 DO8940'FOURTH STREET AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF
 DO8940'FLORIDA AVENUE ON THE LEFT.  TURN LEFT ON FLORIDA AVENUE AND GO EAST
 DO8940'FOR 0.25 MI (0.4 KM) TO THE INTERSECTION OF SOUTH EIGHTH STREET.  TURN
 DO8940'RIGHT ON SOUTH EIGHTH STREET AND GO SOUTH FOR 0.3 MI (0.5 KM)
 DO8940'(ENTERING CAMP ENDEAVOR) TO THE WEST SHORE OF LAKE JOSEPHINE ON THE
 DO8940'LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO8940'DEPTH OF 12.7 FT (3.9 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN
 DO8940'A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO8940'THE GROUND.
 DO8940'
 DO8940'LOCATED 187.6 FT (57.2 M) NORTH-NORTHWEST OF SURVEY MARK 25315 B,
 DO8940'160.5 FT (48.9 M) NORTHWEST OF A STAFF GAUGE, 150.6 FT (45.9 M)
 DO8940'EAST-NORTHEAST OF A WOODEN POWER POLE, 128.6 FT (39.2 M)
 DO8940'NORTH-NORTHEAST OF AN ELECTRIC METER AND 2.0 FT (0.6 M) EAST OF A
 DO8940'CARSONITE WITNESS POST.    NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE
 DO8940'OF THE MARK, ALSO A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE
 DO8940'DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8941 ***********************************************************************
 DO8941  DESIGNATION -  25315 B
 DO8941  PID         -  DO8941
 DO8941  STATE/COUNTY-  FL/POLK
 DO8941  COUNTRY     -  US
 DO8941  USGS QUAD   -  DUNDEE (2018)
 DO8941
 DO8941                         *CURRENT SURVEY CONTROL
 DO8941  ______________________________________________________________________
 DO8941* NAD 83(1986) POSITION- 28 00 39.8    (N) 081 36 35.5    (W)   HD_HELD2
 DO8941* NAVD 88 ORTHO HEIGHT -    36.041 (meters)      118.24  (feet) ADJUSTED
 DO8941  ______________________________________________________________________
 DO8941  GEOID HEIGHT    -        -26.829 (meters)                     GEOID18
 DO8941  DYNAMIC HEIGHT  -         35.987 (meters)      118.07  (feet) COMP
 DO8941  MODELED GRAVITY -    979,152.9   (mgal)                       NAVD 88
 DO8941
 DO8941  VERT ORDER      -  FIRST     CLASS II
 DO8941
 DO8941.The horizontal coordinates were established by autonomous hand held GPS
 DO8941.observations and have an estimated accuracy of +/- 10 meters.
 DO8941
 DO8941.The orthometric height was determined by differential leveling and
 DO8941.adjusted by the NATIONAL GEODETIC SURVEY
 DO8941.in December 2013.
 DO8941
 DO8941.No vertical observational check was made to the station.
 DO8941
 DO8941.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8941.GEOID18 height accuracy estimate available here.
 DO8941
 DO8941.Click photographs - Photos may exist for this station.
 DO8941
 DO8941.The dynamic height is computed by dividing the NAVD 88
 DO8941.geopotential number by the normal gravity value computed on the
 DO8941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8941.degrees latitude (g = 980.6199 gals.).
 DO8941
 DO8941.The modeled gravity was interpolated from observed gravity values.
 DO8941
 DO8941;                    North         East    Units  Estimated Accuracy
 DO8941;SPC FL W     -   407,495.      238,369.      MT  (+/- 10 meters HH2 GPS)
 DO8941
 DO8941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4004298576(NAD 83)
 DO8941
 DO8941                          SUPERSEDED SURVEY CONTROL
 DO8941
 DO8941.No superseded survey control is available for this station.
 DO8941
 DO8941_MARKER: DD = SURVEY DISK
 DO8941_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8941_STAMPING: 25315 B 2012
 DO8941_MARK LOGO: SWFWMD
 DO8941_PROJECTION: RECESSED 5 CENTIMETERS
 DO8941_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8941_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8941+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 DO8941_ROD/PIPE-DEPTH: 24.6 meters
 DO8941
 DO8941  HISTORY     - Date     Condition        Report By
 DO8941  HISTORY     - 20120717 MONUMENTED       FLDEP
 DO8941
 DO8941                          STATION DESCRIPTION
 DO8941
 DO8941'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8941'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTH OF LAKE WALES, 7.5 MI (12.1
 DO8941'KM) EAST OF WINTER HAVEN, 0.9 MI (1.4 KM) SOUTHEAST OF DUNDEE, IN
 DO8941'SECTION 34, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DO8941'
 DO8941'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 542 (DUNDEE
 DO8941'ROAD) AND U.S. HIGHWAY 27 IN DUNDEE, GO EAST ON STATE ROAD 542 (DUNDEE
 DO8941'ROAD) FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF MAIN STREET ON THE
 DO8941'RIGHT.  TURN RIGHT ON MAIN STREET (STATE ROAD 17) AND GO EAST FOR 0.35
 DO8941'MI (0.6 KM) TO THE INTERSECTION OF FOURTH STREET.  TURN RIGHT ON SOUTH
 DO8941'FOURTH STREET AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF
 DO8941'FLORIDA AVENUE ON THE LEFT.  TURN LEFT ON FLORIDA AVENUE AND GO EAST
 DO8941'FOR 0.25 MI (0.4 KM) TO THE INTERSECTION OF SOUTH EIGHTH STREET.  TURN
 DO8941'RIGHT ON SOUTH EIGHTH STREET AND GO SOUTH FOR 0.3 MI (0.5 KM)
 DO8941'(ENTERING CAMP ENDEAVOR) TO THE WEST SHORE OF LAKE JOSEPHINE ON THE
 DO8941'LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO8941'DEPTH OF 80.7 FT (24.6 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED
 DO8941'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO8941'THE GROUND.
 DO8941'
 DO8941'LOCATED 187.6 FT (57.2 M) SOUTH-SOUTHEAST OF SURVEY MARK 25315 A, 29.7
 DO8941'FT (9.1 M) SOUTHWEST OF A STAFF GAUGE, 110.0 FT (33.5 M)
 DO8941'EAST-SOUTHEAST OF AN ELECTRIC METER AND 2.0 FT (0.6 M) NORTHEAST OF A
 DO8941'CARSONITE WITNESS POST.    NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE
 DO8941'OF THE MARK, ALSO A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE
 DO8941'DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8942 ***********************************************************************
 DO8942  DESIGNATION -  25316 A
 DO8942  PID         -  DO8942
 DO8942  STATE/COUNTY-  FL/POLK
 DO8942  COUNTRY     -  US
 DO8942  USGS QUAD   -  DUNDEE (2018)
 DO8942
 DO8942                         *CURRENT SURVEY CONTROL
 DO8942  ______________________________________________________________________
 DO8942* NAD 83(1986) POSITION- 28 00 37.4    (N) 081 36 43.1    (W)   HD_HELD2
 DO8942* NAVD 88 ORTHO HEIGHT -    35.796 (meters)      117.44  (feet) ADJUSTED
 DO8942  ______________________________________________________________________
 DO8942  GEOID HEIGHT    -        -26.822 (meters)                     GEOID18
 DO8942  DYNAMIC HEIGHT  -         35.742 (meters)      117.26  (feet) COMP
 DO8942  MODELED GRAVITY -    979,152.9   (mgal)                       NAVD 88
 DO8942
 DO8942  VERT ORDER      -  FIRST     CLASS II
 DO8942
 DO8942.The horizontal coordinates were established by autonomous hand held GPS
 DO8942.observations and have an estimated accuracy of +/- 10 meters.
 DO8942
 DO8942.The orthometric height was determined by differential leveling and
 DO8942.adjusted by the NATIONAL GEODETIC SURVEY
 DO8942.in December 2013.
 DO8942
 DO8942.No vertical observational check was made to the station.
 DO8942
 DO8942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8942.GEOID18 height accuracy estimate available here.
 DO8942
 DO8942.Click photographs - Photos may exist for this station.
 DO8942
 DO8942.The dynamic height is computed by dividing the NAVD 88
 DO8942.geopotential number by the normal gravity value computed on the
 DO8942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8942.degrees latitude (g = 980.6199 gals.).
 DO8942
 DO8942.The modeled gravity was interpolated from observed gravity values.
 DO8942
 DO8942;                    North         East    Units  Estimated Accuracy
 DO8942;SPC FL W     -   407,421.      238,161.      MT  (+/- 10 meters HH2 GPS)
 DO8942
 DO8942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3983498504(NAD 83)
 DO8942
 DO8942                          SUPERSEDED SURVEY CONTROL
 DO8942
 DO8942.No superseded survey control is available for this station.
 DO8942
 DO8942_MARKER: DD = SURVEY DISK
 DO8942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8942_STAMPING: SID 25316 A 2010
 DO8942_MARK LOGO: SWFWMD
 DO8942_PROJECTION: RECESSED 3 CENTIMETERS
 DO8942_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO8942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8942+STABILITY: SURFACE MOTION
 DO8942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8942+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2012
 DO8942
 DO8942  HISTORY     - Date     Condition        Report By
 DO8942  HISTORY     - 20100623 MONUMENTED       SWFWMD
 DO8942  HISTORY     - 20120608 GOOD             FLDEP
 DO8942
 DO8942                          STATION DESCRIPTION
 DO8942
 DO8942'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8942'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTH-NORTHWEST OF LAKE WALES, 7.4
 DO8942'MI (11.9 KM) EAST OF WINTER HAVEN, 0.9 MI (1.4 KM) SOUTH-SOUTHEAST OF
 DO8942'DUNDEE, IN SECTION 33, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DO8942'
 DO8942'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 542 (DUNDEE
 DO8942'ROAD) AND U.S. HIGHWAY 27 IN DUNDEE, GO EAST ON STATE ROAD 542 (DUNDEE
 DO8942'ROAD) FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF MAIN STREET ON THE
 DO8942'RIGHT.  TURN RIGHT ON MAIN STREET (STATE ROAD 17) AND GO EAST FOR 0.35
 DO8942'MI (0.6 KM) TO THE INTERSECTION OF FOURTH STREET.  TURN RIGHT ON SOUTH
 DO8942'FOURTH STREET AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF
 DO8942'FLORIDA AVENUE ON THE LEFT.  TURN LEFT ON FLORIDA AVENUE AND GO EAST
 DO8942'FOR 0.25 MI (0.4 KM) TO THE INTERSECTION OF SOUTH EIGHTH STREET.  TURN
 DO8942'RIGHT ON SOUTH EIGHTH STREET AND GO SOUTH FOR 0.3 MI (0.5 KM)
 DO8942'(ENTERING CAMP ENDEAVOR) TO A DIRT TRAIL LEADING INTO A WOODED AREA ON
 DO8942'THE RIGHT.  TURN RIGHT ON THE DIRT TRAIL AND GO SOUTHWEST FOR ABOUT
 DO8942'400.0 FT (121.9 M) TO A CLEARING ON THE EAST SHORE OF LAKE ADA AND THE
 DO8942'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH AN
 DO8942'ALUMINUM DISK ENCASED IN A CONCRETE MONUMENT RECESSED 0.1 FT (3 CM)
 DO8942'BELOW THE LEVEL OF THE GROUND.
 DO8942'
 DO8942'LOCATED ABOUT 200.0 FT (61.0 M) SOUTHEAST OF A STAFF GAUGE, 169.5 FT
 DO8942'(51.7 M) SOUTH OF SURVEY MARK 25316 B, 55.0 FT (16.8 M) SOUTH OF THE
 DO8942'APPROXIMATE EXTENDED CENTERLINE OF A DIRT TRAILHEAD, 29.6 FT (9.0 M)
 DO8942'EAST OF A WOODEN SIGN POST, 20.0 FT (6.1 M) NORTH OF A 20-INCH (51 CM)
 DO8942'DIAMETER PINE TREE AND 2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS
 DO8942'POST.    NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8943 ***********************************************************************
 DO8943  DESIGNATION -  25316 B
 DO8943  PID         -  DO8943
 DO8943  STATE/COUNTY-  FL/POLK
 DO8943  COUNTRY     -  US
 DO8943  USGS QUAD   -  DUNDEE (2018)
 DO8943
 DO8943                         *CURRENT SURVEY CONTROL
 DO8943  ______________________________________________________________________
 DO8943* NAD 83(1986) POSITION- 28 00 39.0    (N) 081 36 43.4    (W)   HD_HELD2
 DO8943* NAVD 88 ORTHO HEIGHT -    35.925 (meters)      117.86  (feet) ADJUSTED
 DO8943  ______________________________________________________________________
 DO8943  GEOID HEIGHT    -        -26.823 (meters)                     GEOID18
 DO8943  DYNAMIC HEIGHT  -         35.871 (meters)      117.69  (feet) COMP
 DO8943  MODELED GRAVITY -    979,152.9   (mgal)                       NAVD 88
 DO8943
 DO8943  VERT ORDER      -  FIRST     CLASS II
 DO8943
 DO8943.The horizontal coordinates were established by autonomous hand held GPS
 DO8943.observations and have an estimated accuracy of +/- 10 meters.
 DO8943
 DO8943.The orthometric height was determined by differential leveling and
 DO8943.adjusted by the NATIONAL GEODETIC SURVEY
 DO8943.in December 2013.
 DO8943
 DO8943.No vertical observational check was made to the station.
 DO8943
 DO8943.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8943.GEOID18 height accuracy estimate available here.
 DO8943
 DO8943.Click photographs - Photos may exist for this station.
 DO8943
 DO8943.The dynamic height is computed by dividing the NAVD 88
 DO8943.geopotential number by the normal gravity value computed on the
 DO8943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8943.degrees latitude (g = 980.6199 gals.).
 DO8943
 DO8943.The modeled gravity was interpolated from observed gravity values.
 DO8943
 DO8943;                    North         East    Units  Estimated Accuracy
 DO8943;SPC FL W     -   407,470.      238,153.      MT  (+/- 10 meters HH2 GPS)
 DO8943
 DO8943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3982698553(NAD 83)
 DO8943
 DO8943                          SUPERSEDED SURVEY CONTROL
 DO8943
 DO8943.No superseded survey control is available for this station.
 DO8943
 DO8943_MARKER: DD = SURVEY DISK
 DO8943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8943_STAMPING: SID 25316 B 2010
 DO8943_MARK LOGO: SWFWMD
 DO8943_PROJECTION: RECESSED 5 CENTIMETERS
 DO8943_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO8943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8943+STABILITY: SURFACE MOTION
 DO8943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8943+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2012
 DO8943
 DO8943  HISTORY     - Date     Condition        Report By
 DO8943  HISTORY     - 20100623 MONUMENTED       SWFWMD
 DO8943  HISTORY     - 20120608 GOOD             FLDEP
 DO8943
 DO8943                          STATION DESCRIPTION
 DO8943
 DO8943'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8943'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTH-NORTHWEST OF LAKE WALES, 7.4
 DO8943'MI (11.9 KM) EAST OF WINTER HAVEN, 0.9 MI (1.4 KM) SOUTH-SOUTHEAST OF
 DO8943'DUNDEE, IN SECTION 33, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DO8943'
 DO8943'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 542 (DUNDEE
 DO8943'ROAD) AND U.S. HIGHWAY 27 IN DUNDEE, GO EAST ON STATE ROAD 542 (DUNDEE
 DO8943'ROAD) FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF MAIN STREET ON THE
 DO8943'RIGHT.  TURN RIGHT ON MAIN STREET (STATE ROAD 17) AND GO EAST FOR 0.35
 DO8943'MI (0.6 KM) TO THE INTERSECTION OF FOURTH STREET.  TURN RIGHT ON SOUTH
 DO8943'FOURTH STREET AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF
 DO8943'FLORIDA AVENUE ON THE LEFT.  TURN LEFT ON FLORIDA AVENUE AND GO EAST
 DO8943'FOR 0.25 MI (0.4 KM) TO THE INTERSECTION OF SOUTH EIGHTH STREET.  TURN
 DO8943'RIGHT ON SOUTH EIGHTH STREET AND GO SOUTH FOR 0.3 MI (0.5 KM)
 DO8943'(ENTERING CAMP ENDEAVOR) TO A DIRT TRAIL LEADING INTO A WOODED AREA ON
 DO8943'THE RIGHT.  TURN RIGHT ON THE DIRT TRAIL AND GO SOUTHWEST FOR ABOUT
 DO8943'400.0 FT (121.9 M) TO A CLEARING ON THE EAST SHORE OF LAKE ADA AND THE
 DO8943'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH AN
 DO8943'ALUMINUM DISK ENCASED IN A CONCRETE MONUMENT RECESSED 0.2 FT (6 CM)
 DO8943'BELOW THE LEVEL OF THE GROUND.
 DO8943'
 DO8943'LOCATED ABOUT 200.0 FT (61.0 M) NORTHEAST OF A STAFF GAUGE, 169.5 FT
 DO8943'(51.7 M) NORTH OF SURVEY MARK 25316 A, 104.0 FT (31.7 M) NORTH OF THE
 DO8943'APPROXIMATE EXTENDED CENTERLINE OF A DIRT TRAILHEAD, 16.0 FT (4.9 M)
 DO8943'WEST OF A 30-INCH (76 CM) DIAMETER LIVE OAK TREE AND 6.0 FT (1.8 M)
 DO8943'WEST OF A CARSONITE WITNESS POST.    NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8933 ***********************************************************************
 DO8933  DESIGNATION -  25319 A
 DO8933  PID         -  DO8933
 DO8933  STATE/COUNTY-  FL/POLK
 DO8933  COUNTRY     -  US
 DO8933  USGS QUAD   -  DUNDEE (2018)
 DO8933
 DO8933                         *CURRENT SURVEY CONTROL
 DO8933  ______________________________________________________________________
 DO8933* NAD 83(1986) POSITION- 28 01 25.4    (N) 081 36 44.3    (W)   HD_HELD2
 DO8933* NAVD 88 ORTHO HEIGHT -    37.935 (meters)      124.46  (feet) ADJUSTED
 DO8933  ______________________________________________________________________
 DO8933  GEOID HEIGHT    -        -26.866 (meters)                     GEOID18
 DO8933  DYNAMIC HEIGHT  -         37.878 (meters)      124.27  (feet) COMP
 DO8933  MODELED GRAVITY -    979,152.5   (mgal)                       NAVD 88
 DO8933
 DO8933  VERT ORDER      -  FIRST     CLASS II
 DO8933
 DO8933.The horizontal coordinates were established by autonomous hand held GPS
 DO8933.observations and have an estimated accuracy of +/- 10 meters.
 DO8933
 DO8933.The orthometric height was determined by differential leveling and
 DO8933.adjusted by the NATIONAL GEODETIC SURVEY
 DO8933.in December 2013.
 DO8933
 DO8933.No vertical observational check was made to the station.
 DO8933
 DO8933.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8933.GEOID18 height accuracy estimate available here.
 DO8933
 DO8933.Click photographs - Photos may exist for this station.
 DO8933
 DO8933.The dynamic height is computed by dividing the NAVD 88
 DO8933.geopotential number by the normal gravity value computed on the
 DO8933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8933.degrees latitude (g = 980.6199 gals.).
 DO8933
 DO8933.The modeled gravity was interpolated from observed gravity values.
 DO8933
 DO8933;                    North         East    Units  Estimated Accuracy
 DO8933;SPC FL W     -   408,898.      238,124.      MT  (+/- 10 meters HH2 GPS)
 DO8933
 DO8933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3980999981(NAD 83)
 DO8933
 DO8933                          SUPERSEDED SURVEY CONTROL
 DO8933
 DO8933.No superseded survey control is available for this station.
 DO8933
 DO8933_MARKER: DD = SURVEY DISK
 DO8933_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8933_STAMPING: 25319 A 2012
 DO8933_MARK LOGO: SWFWMD
 DO8933_PROJECTION: RECESSED 8 CENTIMETERS
 DO8933_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8933+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DO8933_ROD/PIPE-DEPTH: 5.1 meters
 DO8933
 DO8933  HISTORY     - Date     Condition        Report By
 DO8933  HISTORY     - 20120718 MONUMENTED       FLDEP
 DO8933
 DO8933                          STATION DESCRIPTION
 DO8933
 DO8933'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8933'THE MARK IS ABOUT 8.0 MI (12.9 KM) EAST-NORTHEAST OF ELOISE, 7.4 MI
 DO8933'(11.9 KM) EAST OF WINTER HAVEN, IN DUNDEE, IN SECTION 28, TOWNSHIP 28
 DO8933'SOUTH, RANGE 27 EAST.
 DO8933'
 DO8933'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 542 (DUNDEE
 DO8933'ROAD) AND U.S. HIGHWAY 27 IN DUNDEE, GO EAST ON STATE ROAD 542 (DUNDEE
 DO8933'ROAD) FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF MAIN STREET ON THE
 DO8933'RIGHT.  TURN RIGHT ON MAIN STREET AND GO EAST FOR 0.1 MI (0.2 KM) TO
 DO8933'THE INTERSECTION OF CENTER STREET (STATE ROAD 17) AND EAST MAIN STREET
 DO8933'(STATE ROAD 17).  CONTINUE EAST ON EAST MAIN STREET (STATE ROAD 17)
 DO8933'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF EAST MAIN STREET ON THE LEFT.
 DO8933'TURN LEFT ON EAST MAIN STREET AND GO EAST FOR 0.1 MI (0.2 KM) TO THE
 DO8933'INTERSECTION OF NORTH EIGHTH STREET AND LAKE MARIE DRIVE.  TURN LEFT
 DO8933'ON NORTH EIGHTH STREET AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE
 DO8933'JUNCTION OF LAKE AVENUE ON THE RIGHT AND A UTILITY EASEMENT ON THE
 DO8933'LEFT.  TURN LEFT ON THE UTILITY EASEMENT AND GO WEST FOR 200.0 FT
 DO8933'(61.0 M) TO THE UPPER BANK OF LAKE RUTH.  TURN LEFT AND GO SOUTH FOR
 DO8933'ABOUT 160.0 FT (48.8 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD
 DO8933'DRIVEN TO REFUSAL AT A DEPTH OF 16.7 FT (5.1 M) WITH AN ALUMINUM DISK
 DO8933'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9
 DO8933'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE
 DO8933'LEVEL OF THE EASEMENT ROAD.
 DO8933'
 DO8933'LOCATED 146.0 FT (44.5 M) SOUTHEAST OF A STAFF GAUGE, 75.1 FT (22.9 M)
 DO8933'SOUTH-SOUTHEAST OF SURVEY MARK 25319 B, 53.4 FT (16.3 M) WEST OF A
 DO8933'CHAIN LINK FENCE, 41.2 FT (12.6 M) NORTHEAST OF THE NORTHERNMOST OF
 DO8933'TWIN PALM TREES AND 7.1 FT (2.2 M) WEST OF A CARSONITE WITNESS POST.
 DO8933'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8933'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8934 ***********************************************************************
 DO8934  DESIGNATION -  25319 B
 DO8934  PID         -  DO8934
 DO8934  STATE/COUNTY-  FL/POLK
 DO8934  COUNTRY     -  US
 DO8934  USGS QUAD   -  DUNDEE (2018)
 DO8934
 DO8934                         *CURRENT SURVEY CONTROL
 DO8934  ______________________________________________________________________
 DO8934* NAD 83(1986) POSITION- 28 01 26.1    (N) 081 36 44.8    (W)   HD_HELD2
 DO8934* NAVD 88 ORTHO HEIGHT -    35.482 (meters)      116.41  (feet) ADJUSTED
 DO8934  ______________________________________________________________________
 DO8934  GEOID HEIGHT    -        -26.866 (meters)                     GEOID18
 DO8934  DYNAMIC HEIGHT  -         35.429 (meters)      116.24  (feet) COMP
 DO8934  MODELED GRAVITY -    979,152.5   (mgal)                       NAVD 88
 DO8934
 DO8934  VERT ORDER      -  FIRST     CLASS II
 DO8934
 DO8934.The horizontal coordinates were established by autonomous hand held GPS
 DO8934.observations and have an estimated accuracy of +/- 10 meters.
 DO8934
 DO8934.The orthometric height was determined by differential leveling and
 DO8934.adjusted by the NATIONAL GEODETIC SURVEY
 DO8934.in December 2013.
 DO8934
 DO8934.No vertical observational check was made to the station.
 DO8934
 DO8934.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8934.GEOID18 height accuracy estimate available here.
 DO8934
 DO8934.Click photographs - Photos may exist for this station.
 DO8934
 DO8934.The dynamic height is computed by dividing the NAVD 88
 DO8934.geopotential number by the normal gravity value computed on the
 DO8934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8934.degrees latitude (g = 980.6199 gals.).
 DO8934
 DO8934.The modeled gravity was interpolated from observed gravity values.
 DO8934
 DO8934;                    North         East    Units  Estimated Accuracy
 DO8934;SPC FL W     -   408,920.      238,110.      MT  (+/- 10 meters HH2 GPS)
 DO8934
 DO8934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3979500002(NAD 83)
 DO8934
 DO8934                          SUPERSEDED SURVEY CONTROL
 DO8934
 DO8934.No superseded survey control is available for this station.
 DO8934
 DO8934_MARKER: DD = SURVEY DISK
 DO8934_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8934_STAMPING: 25319 B 2012
 DO8934_MARK LOGO: SWFWMD
 DO8934_PROJECTION: RECESSED 8 CENTIMETERS
 DO8934_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8934+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DO8934_ROD/PIPE-DEPTH: 4.9 meters
 DO8934
 DO8934  HISTORY     - Date     Condition        Report By
 DO8934  HISTORY     - 20120718 MONUMENTED       FLDEP
 DO8934
 DO8934                          STATION DESCRIPTION
 DO8934
 DO8934'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8934'THE MARK IS ABOUT 8.0 MI (12.9 KM) EAST-NORTHEAST OF ELOISE, 7.4 MI
 DO8934'(11.9 KM) EAST OF WINTER HAVEN, IN DUNDEE, IN SECTION 28, TOWNSHIP 28
 DO8934'SOUTH, RANGE 27 EAST.
 DO8934'
 DO8934'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 542 (DUNDEE
 DO8934'ROAD) AND U.S. HIGHWAY 27 IN DUNDEE, GO EAST ON STATE ROAD 542 (DUNDEE
 DO8934'ROAD) FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF MAIN STREET ON THE
 DO8934'RIGHT.  TURN RIGHT ON MAIN STREET AND GO EAST FOR 0.1 MI (0.2 KM) TO
 DO8934'THE INTERSECTION OF CENTER STREET (STATE ROAD 17) AND EAST MAIN STREET
 DO8934'(STATE ROAD 17).  CONTINUE EAST ON EAST MAIN STREET (STATE ROAD 17)
 DO8934'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF EAST MAIN STREET ON THE LEFT.
 DO8934'TURN LEFT ON EAST MAIN STREET AND GO EAST FOR 0.1 MI (0.2 KM) TO THE
 DO8934'INTERSECTION OF NORTH EIGHTH STREET AND LAKE MARIE DRIVE.  TURN LEFT
 DO8934'ON NORTH EIGHTH STREET AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE
 DO8934'JUNCTION OF LAKE AVENUE ON THE RIGHT AND A UTILITY EASEMENT ON THE
 DO8934'LEFT.  TURN LEFT ON THE UTILITY EASEMENT AND GO WEST FOR 200.0 FT
 DO8934'(61.0 M) TO THE UPPER BANK OF LAKE RUTH.  TURN LEFT AND GO SOUTHWEST
 DO8934'FOR ABOUT 130.0 FT (39.6 M) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DO8934'DRIVEN TO REFUSAL AT A DEPTH OF 16.1 FT (4.9 M) WITH AN ALUMINUM DISK
 DO8934'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9
 DO8934'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 4.0 FT (1.2 M) BELOW THE
 DO8934'LEVEL OF THE EASEMENT ROAD.
 DO8934'
 DO8934'LOCATED 106.6 FT (32.5 M) WEST OF A CHAIN LINK FENCE, 79.3 FT (24.2 M)
 DO8934'EAST OF A STAFF GAUGE, 75.1 FT (22.9 M) NORTHWEST OF SURVEY MARK 25319
 DO8934'A, 7.0 FT (2.1 M) SOUTH OF A SINGLE PALM TREE AND 5.1 FT (1.6 M) SOUTH
 DO8934'OF A CARSONITE WITNESS POST.    NOTE A MAGNET WAS BURIED ON THE SOUTH
 DO8934'SIDE OF THE MARK, ALSO A MAGNET IS FACTORY INSTALLED INSIDE THE STEM
 DO8934'OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8931 ***********************************************************************
 DO8931  DESIGNATION -  25320 A
 DO8931  PID         -  DO8931
 DO8931  STATE/COUNTY-  FL/POLK
 DO8931  COUNTRY     -  US
 DO8931  USGS QUAD   -  DUNDEE (2018)
 DO8931
 DO8931                         *CURRENT SURVEY CONTROL
 DO8931  ______________________________________________________________________
 DO8931* NAD 83(1986) POSITION- 28 01 07.9    (N) 081 37 16.7    (W)   HD_HELD2
 DO8931* NAVD 88 ORTHO HEIGHT -    40.381 (meters)      132.48  (feet) ADJUSTED
 DO8931  ______________________________________________________________________
 DO8931  GEOID HEIGHT    -        -26.830 (meters)                     GEOID18
 DO8931  DYNAMIC HEIGHT  -         40.320 (meters)      132.28  (feet) COMP
 DO8931  MODELED GRAVITY -    979,152.7   (mgal)                       NAVD 88
 DO8931
 DO8931  VERT ORDER      -  FIRST     CLASS II
 DO8931
 DO8931.The horizontal coordinates were established by autonomous hand held GPS
 DO8931.observations and have an estimated accuracy of +/- 10 meters.
 DO8931
 DO8931.The orthometric height was determined by differential leveling and
 DO8931.adjusted by the NATIONAL GEODETIC SURVEY
 DO8931.in December 2013.
 DO8931
 DO8931.No vertical observational check was made to the station.
 DO8931
 DO8931.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8931.GEOID18 height accuracy estimate available here.
 DO8931
 DO8931.Click photographs - Photos may exist for this station.
 DO8931
 DO8931.The dynamic height is computed by dividing the NAVD 88
 DO8931.geopotential number by the normal gravity value computed on the
 DO8931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8931.degrees latitude (g = 980.6199 gals.).
 DO8931
 DO8931.The modeled gravity was interpolated from observed gravity values.
 DO8931
 DO8931;                    North         East    Units  Estimated Accuracy
 DO8931;SPC FL W     -   408,357.      237,241.      MT  (+/- 10 meters HH2 GPS)
 DO8931
 DO8931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3892199447(NAD 83)
 DO8931
 DO8931                          SUPERSEDED SURVEY CONTROL
 DO8931
 DO8931.No superseded survey control is available for this station.
 DO8931
 DO8931_MARKER: DD = SURVEY DISK
 DO8931_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO8931+WITH SETTING: PAVEMENT
 DO8931_SP_SET: PICNIC SHELTER SLAB
 DO8931_STAMPING: 25320 A 2012
 DO8931_MARK LOGO: FLDEP
 DO8931_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8931+STABILITY: SURFACE MOTION
 DO8931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8931+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 DO8931
 DO8931  HISTORY     - Date     Condition        Report By
 DO8931  HISTORY     - 20120717 MONUMENTED       FLDEP
 DO8931
 DO8931                          STATION DESCRIPTION
 DO8931
 DO8931'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8931'THE MARK IS ABOUT 7.3 MI (11.7 KM) EAST-NORTHEAST OF ELOISE, 6.8 MI
 DO8931'(10.9 KM) EAST OF WINTER HAVEN, IN DUNDEE, IN SECTION 28, TOWNSHIP 28
 DO8931'SOUTH, RANGE 27 EAST.
 DO8931'
 DO8931'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 542 (DUNDEE
 DO8931'ROAD) AND U.S. HIGHWAY 27 IN DUNDEE, GO EAST ON STATE ROAD 542 (DUNDEE
 DO8931'ROAD) FOR 0.7 MI (1.1 KM) TO THE INTERSECTION OF FIRST STREET.  TURN
 DO8931'RIGHT ON FIRST STREET AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION
 DO8931'OF WEST LAKE MENZIE BOULEVARD ON THE RIGHT.  TURN RIGHT ON WEST LAKE
 DO8931'MENZIE BOULEVARD AND GO SOUTH FOR 0.05 MI (0.1 KM) ENTERING LAKE
 DO8931'MENZIE PARK, GO TO THE WEST END OF A PARKING LOT AND THE MARK ON THE
 DO8931'RIGHT, SET IN THE TOP OF A PICNIC SHELTER CONCRETE SLAB ABOUT 5.0 FT
 DO8931'(1.5 M) ABOVE THE LEVEL OF THE PARK SERVICE ROAD.
 DO8931'
 DO8931'LOCATED 136.6 FT (41.6 M) WEST OF SURVEY MARK 25320 B, 71.0 FT (21.6
 DO8931'M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE UNPAVED PARK
 DO8931'ROAD, 11.6 FT (3.5 M) WEST OF A CARSONITE WITNESS POST AND 1.5 FT (0.5
 DO8931'M) NORTH OF THE SOUTH END OF A CONCRETE SLAB.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8932 ***********************************************************************
 DO8932  DESIGNATION -  25320 B
 DO8932  PID         -  DO8932
 DO8932  STATE/COUNTY-  FL/POLK
 DO8932  COUNTRY     -  US
 DO8932  USGS QUAD   -  DUNDEE (2018)
 DO8932
 DO8932                         *CURRENT SURVEY CONTROL
 DO8932  ______________________________________________________________________
 DO8932* NAD 83(1986) POSITION- 28 01 08.8    (N) 081 37 15.5    (W)   HD_HELD2
 DO8932* NAVD 88 ORTHO HEIGHT -    37.058 (meters)      121.58  (feet) ADJUSTED
 DO8932  ______________________________________________________________________
 DO8932  GEOID HEIGHT    -        -26.832 (meters)                     GEOID18
 DO8932  DYNAMIC HEIGHT  -         37.002 (meters)      121.40  (feet) COMP
 DO8932  MODELED GRAVITY -    979,152.7   (mgal)                       NAVD 88
 DO8932
 DO8932  VERT ORDER      -  FIRST     CLASS II
 DO8932
 DO8932.The horizontal coordinates were established by autonomous hand held GPS
 DO8932.observations and have an estimated accuracy of +/- 10 meters.
 DO8932
 DO8932.The orthometric height was determined by differential leveling and
 DO8932.adjusted by the NATIONAL GEODETIC SURVEY
 DO8932.in December 2013.
 DO8932
 DO8932.No vertical observational check was made to the station.
 DO8932
 DO8932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8932.GEOID18 height accuracy estimate available here.
 DO8932
 DO8932.Click photographs - Photos may exist for this station.
 DO8932
 DO8932.The dynamic height is computed by dividing the NAVD 88
 DO8932.geopotential number by the normal gravity value computed on the
 DO8932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8932.degrees latitude (g = 980.6199 gals.).
 DO8932
 DO8932.The modeled gravity was interpolated from observed gravity values.
 DO8932
 DO8932;                    North         East    Units  Estimated Accuracy
 DO8932;SPC FL W     -   408,385.      237,273.      MT  (+/- 10 meters HH2 GPS)
 DO8932
 DO8932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3895499474(NAD 83)
 DO8932
 DO8932                          SUPERSEDED SURVEY CONTROL
 DO8932
 DO8932.No superseded survey control is available for this station.
 DO8932
 DO8932_MARKER: DD = SURVEY DISK
 DO8932_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8932_STAMPING: 25320 B 2012
 DO8932_MARK LOGO: SWFWMD
 DO8932_PROJECTION: FLUSH
 DO8932_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8932+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 DO8932_ROD/PIPE-DEPTH: 21.0 meters
 DO8932
 DO8932  HISTORY     - Date     Condition        Report By
 DO8932  HISTORY     - 20120717 MONUMENTED       FLDEP
 DO8932
 DO8932                          STATION DESCRIPTION
 DO8932
 DO8932'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8932'THE MARK IS ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF ELOISE, 6.6 MI
 DO8932'(10.6 KM) EAST OF WINTER HAVEN, IN DUNDEE, IN SECTION 28, TOWNSHIP 28
 DO8932'SOUTH, RANGE 27 EAST.
 DO8932'
 DO8932'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 542 (DUNDEE
 DO8932'ROAD) AND U.S. HIGHWAY 27 IN DUNDEE, GO EAST ON STATE ROAD 542 (DUNDEE
 DO8932'ROAD) FOR 0.7 MI (1.1 KM) TO THE INTERSECTION OF FIRST STREET.  TURN
 DO8932'RIGHT ON FIRST STREET AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION
 DO8932'OF WEST LAKE MENZIE BOULEVARD ON THE RIGHT.  TURN RIGHT ON WEST LAKE
 DO8932'MENZIE BOULEVARD AND GO SOUTH FOR 0.05 MI (0.1 KM) ENTERING LAKE
 DO8932'MENZIE PARK, GO TO THE WEST END OF A PARKING LOT AND THE MARK ON THE
 DO8932'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 68.9 FT (21.0 M)
 DO8932'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DO8932'PIPE FLUSH WITH THE GROUND AND ABOUT 6.0 FT (1.8 M) BELOW THE LEVEL OF
 DO8932'THE PARK SERVICE ROAD.
 DO8932'
 DO8932'LOCATED 136.6 FT (41.6 M) EAST-NORTHEAST OF SURVEY MARK 25320 A, 66.3
 DO8932'FT (20.2 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 DO8932'UNPAVED PARK ROAD, 56.3 FT (17.2 M) WEST OF A STAFF GAUGE, 18.2 FT
 DO8932'(5.5 M) EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, 1.9 FT (0.6 M)
 DO8932'SOUTH OF A WOODEN DOCK RAIL AND 1.6 FT (0.5 M) SOUTH OF A CARSONITE
 DO8932'WITNESS POST.    NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE
 DO8932'MARK, ALSO A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8929 ***********************************************************************
 DO8929  DESIGNATION -  25321 A
 DO8929  PID         -  DO8929
 DO8929  STATE/COUNTY-  FL/POLK
 DO8929  COUNTRY     -  US
 DO8929  USGS QUAD   -  DUNDEE (2018)
 DO8929
 DO8929                         *CURRENT SURVEY CONTROL
 DO8929  ______________________________________________________________________
 DO8929* NAD 83(1986) POSITION- 28 01 24.9    (N) 081 37 28.5    (W)   HD_HELD2
 DO8929* NAVD 88 ORTHO HEIGHT -    38.193 (meters)      125.30  (feet) ADJUSTED
 DO8929  ______________________________________________________________________
 DO8929  GEOID HEIGHT    -        -26.840 (meters)                     GEOID18
 DO8929  DYNAMIC HEIGHT  -         38.136 (meters)      125.12  (feet) COMP
 DO8929  MODELED GRAVITY -    979,152.5   (mgal)                       NAVD 88
 DO8929
 DO8929  VERT ORDER      -  FIRST     CLASS II
 DO8929
 DO8929.The horizontal coordinates were established by autonomous hand held GPS
 DO8929.observations and have an estimated accuracy of +/- 10 meters.
 DO8929
 DO8929.The orthometric height was determined by differential leveling and
 DO8929.adjusted by the NATIONAL GEODETIC SURVEY
 DO8929.in December 2013.
 DO8929
 DO8929.No vertical observational check was made to the station.
 DO8929
 DO8929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8929.GEOID18 height accuracy estimate available here.
 DO8929
 DO8929.Click photographs - Photos may exist for this station.
 DO8929
 DO8929.The dynamic height is computed by dividing the NAVD 88
 DO8929.geopotential number by the normal gravity value computed on the
 DO8929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8929.degrees latitude (g = 980.6199 gals.).
 DO8929
 DO8929.The modeled gravity was interpolated from observed gravity values.
 DO8929
 DO8929;                    North         East    Units  Estimated Accuracy
 DO8929;SPC FL W     -   408,879.      236,917.      MT  (+/- 10 meters HH2 GPS)
 DO8929
 DO8929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3860299972(NAD 83)
 DO8929
 DO8929                          SUPERSEDED SURVEY CONTROL
 DO8929
 DO8929.No superseded survey control is available for this station.
 DO8929
 DO8929_MARKER: DD = SURVEY DISK
 DO8929_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO8929+WITH SETTING: INFORMATION.
 DO8929_STAMPING: 25321 A 2012
 DO8929_MARK LOGO: SWFWMD
 DO8929_PROJECTION: FLUSH
 DO8929_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8929+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 DO8929_ROD/PIPE-DEPTH: 2.6 meters
 DO8929
 DO8929  HISTORY     - Date     Condition        Report By
 DO8929  HISTORY     - 20120717 MONUMENTED       FLDEP
 DO8929
 DO8929                          STATION DESCRIPTION
 DO8929
 DO8929'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8929'THE MARK IS ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF ELOISE, 6.6 MI
 DO8929'(10.6 KM) EAST OF WINTER HAVEN, IN DUNDEE, IN SECTION 28, TOWNSHIP 28
 DO8929'SOUTH, RANGE 27 EAST.
 DO8929'
 DO8929'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 542 (DUNDEE
 DO8929'ROAD) AND U.S. HIGHWAY 27 IN DUNDEE, GO EAST ON STATE ROAD 542 (DUNDEE
 DO8929'ROAD) FOR 0.65 MI (1.0 KM) TO THE JUNCTION OF ATLANTIC AVENUE ON THE
 DO8929'LEFT.  TURN LEFT ON ATLANTIC AVENUE AND GO NORTH FOR 0.1 MI (0.2 KM)
 DO8929'TO THE JUNCTION OF WEST MAIN STREET ON THE LEFT.  TURN LEFT ON WEST
 DO8929'MAIN STREET AND GO WEST FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF
 DO8929'LAKE DELL DRIVE.  TURN RIGHT ON LAKE DELL DRIVE AND GO NORTH AND
 DO8929'NORTHWEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF EMERALD DRIVE EAST ON
 DO8929'THE RIGHT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DO8929'AT A DEPTH OF 8.6 FT (2.6 M) WITH AN ALUMINUM DISK ATTACHED AND
 DO8929'ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT
 DO8929'4.0 FT (1.2 M) BELOW THE LEVEL OF LAKE DELL DRIVE.
 DO8929'
 DO8929'LOCATED 132.2 FT (40.3 M) EAST OF SURVEY MARK 25321 B, 46.7 FT (14.2
 DO8929'M) WEST-NORTHWEST OF A 48-INCH (122 CM) DIAMETER OAK TREE, 31.6 FT
 DO8929'(9.6 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF LAKE DELL
 DO8929'DRIVE, 1.5 FT (0.5 M) NORTH OF A NO SWIMMING SIGN AND 1.3 FT (0.4 M)
 DO8929'NORTH OF A CARSONITE WITNESS POST.
 DO8929'
 DO8929'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8929'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8930 ***********************************************************************
 DO8930  DESIGNATION -  25321 B
 DO8930  PID         -  DO8930
 DO8930  STATE/COUNTY-  FL/POLK
 DO8930  COUNTRY     -  US
 DO8930  USGS QUAD   -  DUNDEE (2018)
 DO8930
 DO8930                         *CURRENT SURVEY CONTROL
 DO8930  ______________________________________________________________________
 DO8930* NAD 83(1986) POSITION- 28 01 25.0    (N) 081 37 30.1    (W)   HD_HELD2
 DO8930* NAVD 88 ORTHO HEIGHT -    37.410 (meters)      122.74  (feet) ADJUSTED
 DO8930  ______________________________________________________________________
 DO8930  GEOID HEIGHT    -        -26.839 (meters)                     GEOID18
 DO8930  DYNAMIC HEIGHT  -         37.354 (meters)      122.55  (feet) COMP
 DO8930  MODELED GRAVITY -    979,152.5   (mgal)                       NAVD 88
 DO8930
 DO8930  VERT ORDER      -  FIRST     CLASS II
 DO8930
 DO8930.The horizontal coordinates were established by autonomous hand held GPS
 DO8930.observations and have an estimated accuracy of +/- 10 meters.
 DO8930
 DO8930.The orthometric height was determined by differential leveling and
 DO8930.adjusted by the NATIONAL GEODETIC SURVEY
 DO8930.in December 2013.
 DO8930
 DO8930.No vertical observational check was made to the station.
 DO8930
 DO8930.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8930.GEOID18 height accuracy estimate available here.
 DO8930
 DO8930.Click photographs - Photos may exist for this station.
 DO8930
 DO8930.The dynamic height is computed by dividing the NAVD 88
 DO8930.geopotential number by the normal gravity value computed on the
 DO8930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8930.degrees latitude (g = 980.6199 gals.).
 DO8930
 DO8930.The modeled gravity was interpolated from observed gravity values.
 DO8930
 DO8930;                    North         East    Units  Estimated Accuracy
 DO8930;SPC FL W     -   408,882.      236,873.      MT  (+/- 10 meters HH2 GPS)
 DO8930
 DO8930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3855899975(NAD 83)
 DO8930
 DO8930                          SUPERSEDED SURVEY CONTROL
 DO8930
 DO8930.No superseded survey control is available for this station.
 DO8930
 DO8930_MARKER: DD = SURVEY DISK
 DO8930_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8930_STAMPING: 25321 B 2012
 DO8930_MARK LOGO: SWFWMD
 DO8930_PROJECTION: FLUSH
 DO8930_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8930+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 DO8930_ROD/PIPE-DEPTH: 24.6 meters
 DO8930
 DO8930  HISTORY     - Date     Condition        Report By
 DO8930  HISTORY     - 20120717 MONUMENTED       FLDEP
 DO8930
 DO8930                          STATION DESCRIPTION
 DO8930
 DO8930'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8930'THE MARK IS ABOUT 7.2 MI (11.6 KM) EAST-NORTHEAST OF ELOISE, 6.6 MI
 DO8930'(10.6 KM) EAST OF WINTER HAVEN, IN DUNDEE, IN SECTION 28, TOWNSHIP 28
 DO8930'SOUTH, RANGE 27 EAST.
 DO8930'
 DO8930'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 542 (DUNDEE
 DO8930'ROAD) AND U.S. HIGHWAY 27 IN DUNDEE, GO EAST ON STATE ROAD 542 (DUNDEE
 DO8930'ROAD) FOR 0.65 MI (1.0 KM) TO THE JUNCTION OF ATLANTIC AVENUE ON THE
 DO8930'LEFT.  TURN LEFT ON ATLANTIC AVENUE AND GO NORTH FOR 0.1 MI (0.2 KM)
 DO8930'TO THE JUNCTION OF WEST MAIN STREET ON THE LEFT.  TURN LEFT ON WEST
 DO8930'MAIN STREET AND GO WEST FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF
 DO8930'LAKE DELL DRIVE.  TURN RIGHT ON LAKE DELL DRIVE AND GO NORTH AND
 DO8930'NORTHWEST FOR 0.15 MI (0.2 KM) TO THE MARK ON THE LEFT, AN ALUMINUM
 DO8930'ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.7 FT (24.6 M) WITH AN ALUMINUM
 DO8930'DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DO8930'GROUND AND ABOUT 7.0 FT (2.1 M) BELOW THE LEVEL OF LAKE DELL DRIVE.
 DO8930'
 DO8930'LOCATED 132.2 FT (40.3 M) WEST OF SURVEY MARK 25321 A, 82.1 FT (25.0
 DO8930'M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF LAKE DELL DRIVE,
 DO8930'51.9 FT (15.8 M) EAST OF THE SOUTHEAST CORNER OF A MAINTENANCE
 DO8930'BUILDING, 1.9 FT (0.6 M) NORTH OF A NO SWIMMING SIGN AND 1.7 FT (0.5
 DO8930'M) NORTH OF A CARSONITE WITNESS POST.
 DO8930'
 DO8930'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8930'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8938 ***********************************************************************
 DO8938  DESIGNATION -  25323 A
 DO8938  PID         -  DO8938
 DO8938  STATE/COUNTY-  FL/POLK
 DO8938  COUNTRY     -  US
 DO8938  USGS QUAD   -  DUNDEE (2018)
 DO8938
 DO8938                         *CURRENT SURVEY CONTROL
 DO8938  ______________________________________________________________________
 DO8938* NAD 83(1986) POSITION- 28 01 12.3    (N) 081 36 35.6    (W)   HD_HELD2
 DO8938* NAVD 88 ORTHO HEIGHT -    34.637 (meters)      113.64  (feet) ADJUSTED
 DO8938  ______________________________________________________________________
 DO8938  GEOID HEIGHT    -        -26.859 (meters)                     GEOID18
 DO8938  DYNAMIC HEIGHT  -         34.586 (meters)      113.47  (feet) COMP
 DO8938  MODELED GRAVITY -    979,152.6   (mgal)                       NAVD 88
 DO8938
 DO8938  VERT ORDER      -  FIRST     CLASS II
 DO8938
 DO8938.The horizontal coordinates were established by autonomous hand held GPS
 DO8938.observations and have an estimated accuracy of +/- 10 meters.
 DO8938
 DO8938.The orthometric height was determined by differential leveling and
 DO8938.adjusted by the NATIONAL GEODETIC SURVEY
 DO8938.in December 2013.
 DO8938
 DO8938.No vertical observational check was made to the station.
 DO8938
 DO8938.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8938.GEOID18 height accuracy estimate available here.
 DO8938
 DO8938.Click photographs - Photos may exist for this station.
 DO8938
 DO8938.The dynamic height is computed by dividing the NAVD 88
 DO8938.geopotential number by the normal gravity value computed on the
 DO8938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8938.degrees latitude (g = 980.6199 gals.).
 DO8938
 DO8938.The modeled gravity was interpolated from observed gravity values.
 DO8938
 DO8938;                    North         East    Units  Estimated Accuracy
 DO8938;SPC FL W     -   408,496.      238,363.      MT  (+/- 10 meters HH2 GPS)
 DO8938
 DO8938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4004499577(NAD 83)
 DO8938
 DO8938                          SUPERSEDED SURVEY CONTROL
 DO8938
 DO8938.No superseded survey control is available for this station.
 DO8938
 DO8938_MARKER: DD = SURVEY DISK
 DO8938_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8938_STAMPING: 25323 A 2012
 DO8938_MARK LOGO: SWFWMD
 DO8938_PROJECTION: RECESSED 5 CENTIMETERS
 DO8938_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8938_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8938+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DO8938_ROD/PIPE-DEPTH: 8.5 meters
 DO8938
 DO8938  HISTORY     - Date     Condition        Report By
 DO8938  HISTORY     - 20120718 MONUMENTED       FLDEP
 DO8938
 DO8938                          STATION DESCRIPTION
 DO8938
 DO8938'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8938'THE MARK IS ABOUT 8.0 MI (12.9 KM) EAST-NORTHEAST OF ELOISE, 7.5 MI
 DO8938'(12.1 KM) EAST OF WINTER HAVEN, 0.6 MI (1.0 KM) EAST-SOUTHEAST OF
 DO8938'DUNDEE, IN SECTION 27, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DO8938'
 DO8938'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 542 (DUNDEE
 DO8938'ROAD) AND U.S. HIGHWAY 27 IN DUNDEE, GO EAST ON STATE ROAD 542 (DUNDEE
 DO8938'ROAD) FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF MAIN STREET ON THE
 DO8938'RIGHT.  TURN RIGHT ON MAIN STREET AND GO EAST FOR 0.1 MI (0.2 KM) TO
 DO8938'THE INTERSECTION OF CENTER STREET (STATE ROAD 17) AND EAST MAIN STREET
 DO8938'(STATE ROAD 17).  CONTINUE EAST ON EAST MAIN STREET (STATE ROAD
 DO8938'17-SCENIC HIGHWAY) FOR 0.75 MI (1.2 KM) TO A PICNIC AREA NEAR THE LAKE
 DO8938'MARIE NARROWS ON THE LEFT, NOW BY WALKING GO NORTHWEST ALONG A
 DO8938'CONCRETE WALKWAY ON THE WEST SHORELINE OF LAKE MARIE FOR ABOUT 400.0
 DO8938'FT (121.9 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DO8938'REFUSAL AT A DEPTH OF 27.9 FT (8.5 M) WITH AN ALUMINUM DISK ATTACHED
 DO8938'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW
 DO8938'THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF
 DO8938'THE CONCRETE SIDEWALK.
 DO8938'
 DO8938'LOCATED 197.9 FT (60.3 M) NORTHWEST OF SURVEY MARK 25323 B, 94.6 FT
 DO8938'(28.8 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 DO8938'17-SCENIC HIGHWAY, 58.5 FT (17.8 M) NORTHEAST OF A WOODEN POWER POLE,
 DO8938'4.4 FT (1.3 M) SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE SIDEWALK
 DO8938'AND 1.8 FT (0.5 M) EAST OF A CARSONITE WITNESS POST.    NOTE A MAGNET
 DO8938'WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET IS FACTORY
 DO8938'INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8939 ***********************************************************************
 DO8939  DESIGNATION -  25323 B
 DO8939  PID         -  DO8939
 DO8939  STATE/COUNTY-  FL/POLK
 DO8939  COUNTRY     -  US
 DO8939  USGS QUAD   -  DUNDEE (2018)
 DO8939
 DO8939                         *CURRENT SURVEY CONTROL
 DO8939  ______________________________________________________________________
 DO8939* NAD 83(1986) POSITION- 28 01 11.0    (N) 081 36 33.9    (W)   HD_HELD2
 DO8939* NAVD 88 ORTHO HEIGHT -    34.932 (meters)      114.61  (feet) ADJUSTED
 DO8939  ______________________________________________________________________
 DO8939  GEOID HEIGHT    -        -26.858 (meters)                     GEOID18
 DO8939  DYNAMIC HEIGHT  -         34.880 (meters)      114.44  (feet) COMP
 DO8939  MODELED GRAVITY -    979,152.6   (mgal)                       NAVD 88
 DO8939
 DO8939  VERT ORDER      -  FIRST     CLASS II
 DO8939
 DO8939.The horizontal coordinates were established by autonomous hand held GPS
 DO8939.observations and have an estimated accuracy of +/- 10 meters.
 DO8939
 DO8939.The orthometric height was determined by differential leveling and
 DO8939.adjusted by the NATIONAL GEODETIC SURVEY
 DO8939.in December 2013.
 DO8939
 DO8939.No vertical observational check was made to the station.
 DO8939
 DO8939.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8939.GEOID18 height accuracy estimate available here.
 DO8939
 DO8939.Click photographs - Photos may exist for this station.
 DO8939
 DO8939.The dynamic height is computed by dividing the NAVD 88
 DO8939.geopotential number by the normal gravity value computed on the
 DO8939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8939.degrees latitude (g = 980.6199 gals.).
 DO8939
 DO8939.The modeled gravity was interpolated from observed gravity values.
 DO8939
 DO8939;                    North         East    Units  Estimated Accuracy
 DO8939;SPC FL W     -   408,456.      238,409.      MT  (+/- 10 meters HH2 GPS)
 DO8939
 DO8939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4009099536(NAD 83)
 DO8939
 DO8939                          SUPERSEDED SURVEY CONTROL
 DO8939
 DO8939.No superseded survey control is available for this station.
 DO8939
 DO8939_MARKER: DD = SURVEY DISK
 DO8939_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8939_STAMPING: 25323 B 2012
 DO8939_MARK LOGO: SWFWMD
 DO8939_PROJECTION: RECESSED 5 CENTIMETERS
 DO8939_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8939_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8939+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DO8939_ROD/PIPE-DEPTH: 8.7 meters
 DO8939
 DO8939  HISTORY     - Date     Condition        Report By
 DO8939  HISTORY     - 20120718 MONUMENTED       FLDEP
 DO8939
 DO8939                          STATION DESCRIPTION
 DO8939
 DO8939'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8939'THE MARK IS ABOUT 8.0 MI (12.9 KM) EAST-NORTHEAST OF ELOISE, 7.5 MI
 DO8939'(12.1 KM) EAST OF WINTER HAVEN, 0.6 MI (1.0 KM) EAST-SOUTHEAST OF
 DO8939'DUNDEE, IN SECTION 27, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DO8939'
 DO8939'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 542 (DUNDEE
 DO8939'ROAD) AND U.S. HIGHWAY 27 IN DUNDEE, GO EAST ON STATE ROAD 542 (DUNDEE
 DO8939'ROAD) FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF MAIN STREET ON THE
 DO8939'RIGHT.  TURN RIGHT ON MAIN STREET AND GO EAST FOR 0.1 MI (0.2 KM) TO
 DO8939'THE INTERSECTION OF CENTER STREET (STATE ROAD 17) AND EAST MAIN STREET
 DO8939'(STATE ROAD 17).  CONTINUE EAST ON EAST MAIN STREET (STATE ROAD
 DO8939'17-SCENIC HIGHWAY) FOR 0.75 MI (1.2 KM) TO A PICNIC AREA NEAR THE LAKE
 DO8939'MARIE NARROWS ON THE LEFT, NOW BY WALKING GO NORTHWEST ALONG A
 DO8939'CONCRETE WALKWAY ON THE WEST SHORELINE OF LAKE MARIE FOR ABOUT 200.0
 DO8939'FT (61.0 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DO8939'AT A DEPTH OF 28.5 FT (8.7 M) WITH AN ALUMINUM DISK ATTACHED AND
 DO8939'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DO8939'LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE
 DO8939'CONCRETE SIDEWALK.
 DO8939'
 DO8939'LOCATED 197.9 FT (60.3 M) SOUTHEAST OF SURVEY MARK 25323 A, 111.0 FT
 DO8939'(33.8 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 DO8939'17-SCENIC HIGHWAY, 52.9 FT (16.1 M) NORTHWEST OF A METAL LIGHT POLE,
 DO8939'6.3 FT (1.9 M) SOUTHWEST OF THE SOUTHWEST EDGE OF A CONCRETE SIDEWALK
 DO8939'AND 2.0 FT (0.6 M) NORTHEAST OF A CARSONITE WITNESS POST.    NOTE A
 DO8939'MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET IS
 DO8939'FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8936 ***********************************************************************
 DO8936  DESIGNATION -  25324 A
 DO8936  PID         -  DO8936
 DO8936  STATE/COUNTY-  FL/POLK
 DO8936  COUNTRY     -  US
 DO8936  USGS QUAD   -  DUNDEE (2018)
 DO8936
 DO8936                         *CURRENT SURVEY CONTROL
 DO8936  ______________________________________________________________________
 DO8936* NAD 83(1986) POSITION- 28 01 20.8    (N) 081 35 13.6    (W)   HD_HELD2
 DO8936* NAVD 88 ORTHO HEIGHT -    47.535 (meters)      155.95  (feet) ADJUSTED
 DO8936  ______________________________________________________________________
 DO8936  GEOID HEIGHT    -        -26.918 (meters)                     GEOID18
 DO8936  DYNAMIC HEIGHT  -         47.464 (meters)      155.72  (feet) COMP
 DO8936  MODELED GRAVITY -    979,152.3   (mgal)                       NAVD 88
 DO8936
 DO8936  VERT ORDER      -  FIRST     CLASS II
 DO8936
 DO8936.The horizontal coordinates were established by autonomous hand held GPS
 DO8936.observations and have an estimated accuracy of +/- 10 meters.
 DO8936
 DO8936.The orthometric height was determined by differential leveling and
 DO8936.adjusted by the NATIONAL GEODETIC SURVEY
 DO8936.in December 2013.
 DO8936
 DO8936.No vertical observational check was made to the station.
 DO8936
 DO8936.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8936.GEOID18 height accuracy estimate available here.
 DO8936
 DO8936.Click photographs - Photos may exist for this station.
 DO8936
 DO8936.The dynamic height is computed by dividing the NAVD 88
 DO8936.geopotential number by the normal gravity value computed on the
 DO8936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8936.degrees latitude (g = 980.6199 gals.).
 DO8936
 DO8936.The modeled gravity was interpolated from observed gravity values.
 DO8936
 DO8936;                    North         East    Units  Estimated Accuracy
 DO8936;SPC FL W     -   408,765.      240,602.      MT  (+/- 10 meters HH2 GPS)
 DO8936
 DO8936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4228599827(NAD 83)
 DO8936
 DO8936                          SUPERSEDED SURVEY CONTROL
 DO8936
 DO8936.No superseded survey control is available for this station.
 DO8936
 DO8936_MARKER: DD = SURVEY DISK
 DO8936_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8936_STAMPING: 25324 A 2012
 DO8936_MARK LOGO: SWFWMD
 DO8936_PROJECTION: RECESSED 8 CENTIMETERS
 DO8936_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8936_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8936+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DO8936_ROD/PIPE-DEPTH: 7.3 meters
 DO8936
 DO8936  HISTORY     - Date     Condition        Report By
 DO8936  HISTORY     - 20120718 MONUMENTED       FLDEP
 DO8936
 DO8936                          STATION DESCRIPTION
 DO8936
 DO8936'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8936'THE MARK IS ABOUT 8.9 MI (14.3 KM) EAST OF WINTER HAVEN, 8.4 MI (13.5
 DO8936'KM) NORTH OF LAKE WALES, 2.0 MI (3.2 KM) EAST OF DUNDEE, IN SECTION
 DO8936'26, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DO8936'
 DO8936'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 542 (DUNDEE
 DO8936'ROAD) AND U.S. HIGHWAY 27 IN DUNDEE, GO EAST ON STATE ROAD 542 (DUNDEE
 DO8936'ROAD) FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF MAIN STREET ON THE
 DO8936'RIGHT.  TURN RIGHT ON MAIN STREET AND GO EAST FOR 0.1 MI (0.2 KM) TO
 DO8936'THE INTERSECTION OF CENTER STREET (STATE ROAD 17) AND EAST MAIN STREET
 DO8936'(STATE ROAD 17).  CONTINUE EAST ON EAST MAIN STREET (STATE ROAD
 DO8936'17-SCENIC HIGHWAY) FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF EAST MAIN
 DO8936'STREET ON THE LEFT.  TURN LEFT ON EAST MAIN STREET AND GO EAST FOR 0.1
 DO8936'MI (0.2 KM) TO THE INTERSECTION OF NORTH EIGHTH STREET AND LAKE MARIE
 DO8936'DRIVE.  CONTINUE EAST ON LAKE MARIE DRIVE FOR 1.55 MI (2.5 KM) TO THE
 DO8936'INTERSECTION OF A SAND ROAD, A WELL SITE ON THE RIGHT AND THE MARK ON
 DO8936'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.9 FT
 DO8936'(7.3 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM)
 DO8936'PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND
 DO8936'ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF LAKE MARIE DRIVE.
 DO8936'
 DO8936'LOCATED 18.2 FT (5.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF LAKE
 DO8936'MARIE DRIVE, 14.0 FT (4.3 M) WEST OF SURVEY MARK 25324 B, 4.1 FT (1.2
 DO8936'M) WEST OF THE WESTERNMOST OF 2 WELL HEADS AND 2.1 FT (0.6 M) WEST OF
 DO8936'A CARSONITE WITNESS POST.    NOTE A MAGNET WAS BURIED ON THE SOUTH
 DO8936'SIDE OF THE MARK, ALSO A MAGNET IS FACTORY INSTALLED INSIDE THE STEM
 DO8936'OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8937 ***********************************************************************
 DO8937  DESIGNATION -  25324 B
 DO8937  PID         -  DO8937
 DO8937  STATE/COUNTY-  FL/POLK
 DO8937  COUNTRY     -  US
 DO8937  USGS QUAD   -  DUNDEE (2018)
 DO8937
 DO8937                         *CURRENT SURVEY CONTROL
 DO8937  ______________________________________________________________________
 DO8937* NAD 83(1986) POSITION- 28 01 20.9    (N) 081 35 13.4    (W)   HD_HELD2
 DO8937* NAVD 88 ORTHO HEIGHT -    47.403 (meters)      155.52  (feet) ADJUSTED
 DO8937  ______________________________________________________________________
 DO8937  GEOID HEIGHT    -        -26.918 (meters)                     GEOID18
 DO8937  DYNAMIC HEIGHT  -         47.332 (meters)      155.29  (feet) COMP
 DO8937  MODELED GRAVITY -    979,152.3   (mgal)                       NAVD 88
 DO8937
 DO8937  VERT ORDER      -  FIRST     CLASS II
 DO8937
 DO8937.The horizontal coordinates were established by autonomous hand held GPS
 DO8937.observations and have an estimated accuracy of +/- 10 meters.
 DO8937
 DO8937.The orthometric height was determined by differential leveling and
 DO8937.adjusted by the NATIONAL GEODETIC SURVEY
 DO8937.in December 2013.
 DO8937
 DO8937.No vertical observational check was made to the station.
 DO8937
 DO8937.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8937.GEOID18 height accuracy estimate available here.
 DO8937
 DO8937.Click photographs - Photos may exist for this station.
 DO8937
 DO8937.The dynamic height is computed by dividing the NAVD 88
 DO8937.geopotential number by the normal gravity value computed on the
 DO8937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8937.degrees latitude (g = 980.6199 gals.).
 DO8937
 DO8937.The modeled gravity was interpolated from observed gravity values.
 DO8937
 DO8937;                    North         East    Units  Estimated Accuracy
 DO8937;SPC FL W     -   408,768.      240,607.      MT  (+/- 10 meters HH2 GPS)
 DO8937
 DO8937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4229099830(NAD 83)
 DO8937
 DO8937                          SUPERSEDED SURVEY CONTROL
 DO8937
 DO8937.No superseded survey control is available for this station.
 DO8937
 DO8937_MARKER: DD = SURVEY DISK
 DO8937_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8937_STAMPING: 25324 B 2012
 DO8937_MARK LOGO: SWFWMD
 DO8937_PROJECTION: RECESSED 5 CENTIMETERS
 DO8937_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8937_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8937+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DO8937_ROD/PIPE-DEPTH: 8.7 meters
 DO8937
 DO8937  HISTORY     - Date     Condition        Report By
 DO8937  HISTORY     - 20120718 MONUMENTED       FLDEP
 DO8937
 DO8937                          STATION DESCRIPTION
 DO8937
 DO8937'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8937'THE MARK IS ABOUT 8.9 MI (14.3 KM) EAST OF WINTER HAVEN, 8.4 MI (13.5
 DO8937'KM) NORTH OF LAKE WALES, 2.0 MI (3.2 KM) EAST OF DUNDEE, IN SECTION
 DO8937'26, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DO8937'
 DO8937'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 542 (DUNDEE
 DO8937'ROAD) AND U.S. HIGHWAY 27 IN DUNDEE, GO EAST ON STATE ROAD 542 (DUNDEE
 DO8937'ROAD) FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF MAIN STREET ON THE
 DO8937'RIGHT.  TURN RIGHT ON MAIN STREET AND GO EAST FOR 0.1 MI (0.2 KM) TO
 DO8937'THE INTERSECTION OF CENTER STREET (STATE ROAD 17) AND EAST MAIN STREET
 DO8937'(STATE ROAD 17).  CONTINUE EAST ON EAST MAIN STREET (STATE ROAD
 DO8937'17-SCENIC HIGHWAY) FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF EAST MAIN
 DO8937'STREET ON THE LEFT.  TURN LEFT ON EAST MAIN STREET AND GO EAST FOR 0.1
 DO8937'MI (0.2 KM) TO THE INTERSECTION OF NORTH EIGHTH STREET AND LAKE MARIE
 DO8937'DRIVE.  CONTINUE EAST ON LAKE MARIE DRIVE FOR 1.55 MI (2.5 KM) TO THE
 DO8937'INTERSECTION OF A SAND ROAD, A WELL SITE ON THE RIGHT AND THE MARK ON
 DO8937'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 28.7 FT
 DO8937'(8.7 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM)
 DO8937'PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DO8937'ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF LAKE MARIE DRIVE.
 DO8937'
 DO8937'LOCATED 17.9 FT (5.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF LAKE
 DO8937'MARIE DRIVE, 14.0 FT (4.3 M) EAST OF SURVEY MARK 25324 A, 3.4 FT (1.0
 DO8937'M) EAST OF THE EASTERNMOST OF 2 WELL HEADS AND 1.5 FT (0.5 M) NORTH OF
 DO8937'A CARSONITE WITNESS POST.    NOTE A MAGNET WAS BURIED ON THE SOUTH
 DO8937'SIDE OF THE MARK, ALSO A MAGNET IS FACTORY INSTALLED INSIDE THE STEM
 DO8937'OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8906 ***********************************************************************
 DO8906  DESIGNATION -  25331 A
 DO8906  PID         -  DO8906
 DO8906  STATE/COUNTY-  FL/POLK
 DO8906  COUNTRY     -  US
 DO8906  USGS QUAD   -  WINTER HAVEN (2018)
 DO8906
 DO8906                         *CURRENT SURVEY CONTROL
 DO8906  ______________________________________________________________________
 DO8906* NAD 83(1986) POSITION- 28 01 59.9    (N) 081 38 40.6    (W)   HD_HELD2
 DO8906* NAVD 88 ORTHO HEIGHT -    37.409 (meters)      122.73  (feet) ADJUSTED
 DO8906  ______________________________________________________________________
 DO8906  GEOID HEIGHT    -        -26.832 (meters)                     GEOID18
 DO8906  DYNAMIC HEIGHT  -         37.353 (meters)      122.55  (feet) COMP
 DO8906  MODELED GRAVITY -    979,152.2   (mgal)                       NAVD 88
 DO8906
 DO8906  VERT ORDER      -  FIRST     CLASS II
 DO8906
 DO8906.The horizontal coordinates were established by autonomous hand held GPS
 DO8906.observations and have an estimated accuracy of +/- 10 meters.
 DO8906
 DO8906.The orthometric height was determined by differential leveling and
 DO8906.adjusted by the NATIONAL GEODETIC SURVEY
 DO8906.in December 2013.
 DO8906
 DO8906.No vertical observational check was made to the station.
 DO8906
 DO8906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8906.GEOID18 height accuracy estimate available here.
 DO8906
 DO8906.Click photographs - Photos may exist for this station.
 DO8906
 DO8906.The dynamic height is computed by dividing the NAVD 88
 DO8906.geopotential number by the normal gravity value computed on the
 DO8906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8906.degrees latitude (g = 980.6199 gals.).
 DO8906
 DO8906.The modeled gravity was interpolated from observed gravity values.
 DO8906
 DO8906;                    North         East    Units  Estimated Accuracy
 DO8906;SPC FL W     -   409,951.      234,944.      MT  (+/- 10 meters HH2 GPS)
 DO8906
 DO8906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3663801059(NAD 83)
 DO8906
 DO8906                          SUPERSEDED SURVEY CONTROL
 DO8906
 DO8906.No superseded survey control is available for this station.
 DO8906
 DO8906_MARKER: DD = SURVEY DISK
 DO8906_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO8906_SP_SET: STRUCTURE
 DO8906_STAMPING: 25331 A 2012
 DO8906_MARK LOGO: FLDEP
 DO8906_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8906+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 DO8906
 DO8906  HISTORY     - Date     Condition        Report By
 DO8906  HISTORY     - 20120719 MONUMENTED       FLDEP
 DO8906
 DO8906                          STATION DESCRIPTION
 DO8906
 DO8906'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8906'THE MARK IS ABOUT 6.3 MI (10.1 KM) EAST-NORTHEAST OF ELOISE, 5.5 MI
 DO8906'(8.8 KM) EAST OF WINTER HAVEN, 1.7 MI (2.7 KM) WEST-NORTHWEST OF
 DO8906'DUNDEE, IN SECTION 19, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DO8906'
 DO8906'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND U.S.
 DO8906'HIGHWAY 27 ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF HAINES CITY, GO SOUTH ON
 DO8906'U.S. HIGHWAY 27 FOR 2.75 MI (4.4 KM) TO THE INTERSECTION OF WEST MAIN
 DO8906'STREET ON THE LEFT AND CRUMP ROAD ON THE RIGHT.  TURN RIGHT ON CRUMP
 DO8906'ROAD AND GO SOUTHWEST FOR 0.95 MI (1.5 KM) TO THE WEST SIDE OF THE
 DO8906'LAKE HAMILTON CANAL. TURN LEFT AND GO SOUTHEAST AND SOUTH THROUGH A
 DO8906'LOCKED GATE ALONG THE WEST CANAL ROAD FOR ABOUT 350.0 FT (106.7 M) TO
 DO8906'A CONCRETE STRUCTURE AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF
 DO8906'THE NORTHWEST CORNER OF THE STRUCTURE AND ABOUT 1.0 FT (0.3 M) BELOW
 DO8906'THE LEVEL OF THE CANAL ROAD.
 DO8906'
 DO8906'LOCATED 86.8 FT (26.5 M) WEST-NORTHWEST OF SURVEY MARK 25331 B, 85.1
 DO8906'FT (25.9 M) SOUTH-SOUTHEAST OF A MONITORING WELL, 47.1 FT (14.4 M)
 DO8906'EAST OF A WOODEN RAIL FENCE, 29.1 FT (8.9 M) NORTH OF THE APPROXIMATE
 DO8906'CENTERLINE OF THE STRUCTURE DRIVE THROUGH AND 1.0 FT (0.3 M) SOUTH OF
 DO8906'THE NORTH EDGE OF A CONCRETE STRUCTURE WALL.
 DO8906'
 DO8906'NOTE A GATE KEY MAY BE OBTAINED FROM SOUTHWEST FLORIDA WATER
 DO8906'MANAGEMENT DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8907 ***********************************************************************
 DO8907  DESIGNATION -  25331 B
 DO8907  PID         -  DO8907
 DO8907  STATE/COUNTY-  FL/POLK
 DO8907  COUNTRY     -  US
 DO8907  USGS QUAD   -  WINTER HAVEN (2018)
 DO8907
 DO8907                         *CURRENT SURVEY CONTROL
 DO8907  ______________________________________________________________________
 DO8907* NAD 83(1986) POSITION- 28 01 59.8    (N) 081 38 39.6    (W)   HD_HELD2
 DO8907* NAVD 88 ORTHO HEIGHT -    37.536 (meters)      123.15  (feet) ADJUSTED
 DO8907  ______________________________________________________________________
 DO8907  GEOID HEIGHT    -        -26.832 (meters)                     GEOID18
 DO8907  DYNAMIC HEIGHT  -         37.480 (meters)      122.97  (feet) COMP
 DO8907  MODELED GRAVITY -    979,152.2   (mgal)                       NAVD 88
 DO8907
 DO8907  VERT ORDER      -  FIRST     CLASS II
 DO8907
 DO8907.The horizontal coordinates were established by autonomous hand held GPS
 DO8907.observations and have an estimated accuracy of +/- 10 meters.
 DO8907
 DO8907.The orthometric height was determined by differential leveling and
 DO8907.adjusted by the NATIONAL GEODETIC SURVEY
 DO8907.in December 2013.
 DO8907
 DO8907.No vertical observational check was made to the station.
 DO8907
 DO8907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8907.GEOID18 height accuracy estimate available here.
 DO8907
 DO8907.Click photographs - Photos may exist for this station.
 DO8907
 DO8907.The dynamic height is computed by dividing the NAVD 88
 DO8907.geopotential number by the normal gravity value computed on the
 DO8907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8907.degrees latitude (g = 980.6199 gals.).
 DO8907
 DO8907.The modeled gravity was interpolated from observed gravity values.
 DO8907
 DO8907;                    North         East    Units  Estimated Accuracy
 DO8907;SPC FL W     -   409,948.      234,971.      MT  (+/- 10 meters HH2 GPS)
 DO8907
 DO8907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3666601056(NAD 83)
 DO8907
 DO8907                          SUPERSEDED SURVEY CONTROL
 DO8907
 DO8907.No superseded survey control is available for this station.
 DO8907
 DO8907_MARKER: DD = SURVEY DISK
 DO8907_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8907_STAMPING: 25331 B 2012
 DO8907_MARK LOGO: SWFWMD
 DO8907_PROJECTION: FLUSH
 DO8907_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8907+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 DO8907_ROD/PIPE-DEPTH: 5.0 meters
 DO8907
 DO8907  HISTORY     - Date     Condition        Report By
 DO8907  HISTORY     - 20120719 MONUMENTED       FLDEP
 DO8907
 DO8907                          STATION DESCRIPTION
 DO8907
 DO8907'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8907'THE MARK IS ABOUT 6.3 MI (10.1 KM) EAST-NORTHEAST OF ELOISE, 5.5 MI
 DO8907'(8.8 KM) EAST OF WINTER HAVEN, 1.7 MI (2.7 KM) WEST-NORTHWEST OF
 DO8907'DUNDEE, IN ESTIMATED SECTION 20, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DO8907'
 DO8907'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND U.S.
 DO8907'HIGHWAY 27 ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF HAINES CITY, GO SOUTH ON
 DO8907'U.S. HIGHWAY 27 FOR 2.75 MI (4.4 KM) TO THE INTERSECTION OF WEST MAIN
 DO8907'STREET ON THE LEFT AND CRUMP ROAD ON THE RIGHT.  TURN RIGHT ON CRUMP
 DO8907'ROAD AND GO SOUTHWEST FOR 0.95 MI (1.5 KM) TO THE EAST SIDE OF THE
 DO8907'LAKE HAMILTON CANAL. TURN LEFT AND GO SOUTHEAST AND SOUTH THROUGH A
 DO8907'LOCKED GATE ALONG THE EAST CANAL ROAD FOR ABOUT 425.0 FT (129.5 M) TO
 DO8907'A CONCRETE STRUCTURE AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN
 DO8907'TO REFUSAL AT A DEPTH OF 16.4 FT (5.0 M) WITH AN ALUMINUM SWFWMD DISK
 DO8907'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DO8907'GROUND AND LEVEL WITH THE CANAL ROAD.
 DO8907'
 DO8907'LOCATED 139.0 FT (42.4 M) SOUTHEAST OF A MONITORING WELL, 86.8 FT
 DO8907'(26.5 M) EAST-SOUTHEAST OF SURVEY MARK 25331 A, 11.9 FT (3.6 M) EAST
 DO8907'OF THE APPROXIMATE CENTERLINE OF THE EAST CANAL ROAD, 1.9 FT (0.6 M)
 DO8907'WEST OF A BARB WIRE FENCE AND 1.5 FT (0.5 M) WEST OF A CARSONITE
 DO8907'WITNESS POST.
 DO8907'
 DO8907'NOTE A GATE KEY MAY BE OBTAINED FROM SOUTHWEST FLORIDA WATER
 DO8907'MANAGEMENT DISTRICT.
 DO8907'
 DO8907'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8907'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8921 ***********************************************************************
 DO8921  DESIGNATION -  25333 A
 DO8921  PID         -  DO8921
 DO8921  STATE/COUNTY-  FL/POLK
 DO8921  COUNTRY     -  US
 DO8921  USGS QUAD   -  WINTER HAVEN (2018)
 DO8921
 DO8921                         *CURRENT SURVEY CONTROL
 DO8921  ______________________________________________________________________
 DO8921* NAD 83(1986) POSITION- 28 02 50.0    (N) 081 37 32.7    (W)   HD_HELD2
 DO8921* NAVD 88 ORTHO HEIGHT -    40.289 (meters)      132.18  (feet) ADJUSTED
 DO8921  ______________________________________________________________________
 DO8921  GEOID HEIGHT    -        -26.919 (meters)                     GEOID18
 DO8921  DYNAMIC HEIGHT  -         40.228 (meters)      131.98  (feet) COMP
 DO8921  MODELED GRAVITY -    979,151.7   (mgal)                       NAVD 88
 DO8921
 DO8921  VERT ORDER      -  FIRST     CLASS II
 DO8921
 DO8921.The horizontal coordinates were established by autonomous hand held GPS
 DO8921.observations and have an estimated accuracy of +/- 10 meters.
 DO8921
 DO8921.The orthometric height was determined by differential leveling and
 DO8921.adjusted by the NATIONAL GEODETIC SURVEY
 DO8921.in December 2013.
 DO8921
 DO8921.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8921.GEOID18 height accuracy estimate available here.
 DO8921
 DO8921.Click photographs - Photos may exist for this station.
 DO8921
 DO8921.The dynamic height is computed by dividing the NAVD 88
 DO8921.geopotential number by the normal gravity value computed on the
 DO8921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8921.degrees latitude (g = 980.6199 gals.).
 DO8921
 DO8921.The modeled gravity was interpolated from observed gravity values.
 DO8921
 DO8921;                    North         East    Units  Estimated Accuracy
 DO8921;SPC FL W     -   411,498.      236,794.      MT  (+/- 10 meters HH2 GPS)
 DO8921
 DO8921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3850002591(NAD 83)
 DO8921
 DO8921                          SUPERSEDED SURVEY CONTROL
 DO8921
 DO8921.No superseded survey control is available for this station.
 DO8921
 DO8921_MARKER: DD = SURVEY DISK
 DO8921_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8921_STAMPING: 25333 A 2012
 DO8921_MARK LOGO: SWFWMD
 DO8921_PROJECTION: FLUSH
 DO8921_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8921+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 DO8921_ROD/PIPE-DEPTH: 4.8 meters
 DO8921
 DO8921  HISTORY     - Date     Condition        Report By
 DO8921  HISTORY     - 20120719 MONUMENTED       FLDEP
 DO8921
 DO8921                          STATION DESCRIPTION
 DO8921
 DO8921'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8921'THE MARK IS ABOUT 7.8 MI (12.6 KM) EAST-NORTHEAST OF ELOISE, 6.8 MI
 DO8921'(10.9 KM) EAST-NORTHEAST OF WINTER HAVEN, 1.8 MI (2.9 KM)
 DO8921'NORTH-NORTHWEST OF DUNDEE, IN SECTION 16, TOWNSHIP 28 SOUTH, RANGE 27
 DO8921'EAST.
 DO8921'
 DO8921'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND U.S.
 DO8921'HIGHWAY 27 ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF HAINES CITY, GO SOUTH ON
 DO8921'U.S. HIGHWAY 27 FOR 2.75 MI (4.4 KM) TO THE INTERSECTION OF WEST MAIN
 DO8921'STREET ON THE LEFT AND CRUMP ROAD ON THE RIGHT.  TURN LEFT ON WEST
 DO8921'MAIN STREET AND GO EAST FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DO8921'SIXTH STREET.  TURN LEFT ON NORTH SIXTH STREET AND GO NORTH FOR 0.15
 DO8921'MI (0.2 KM) TO THE JUNCTION OF WEST SAMPLE AVENUE ON THE RIGHT.  TURN
 DO8921'RIGHT ON WEST SAMPLE AVENUE AND GO EAST FOR 0.15 MI (0.2 KM) TO A
 DO8921'WOODED LOT ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DO8921'DRIVEN TO REFUSAL AT A DEPTH OF 15.9 FT (4.8 M) WITH AN ALUMINUM
 DO8921'SWFWMD DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO8921'WITH THE GROUND AND ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL OF SAMPLE
 DO8921'AVENUE.
 DO8921'
 DO8921'LOCATED 153.5 FT (46.8 M) SOUTHEAST OF SURVEY MARK 25333 B, 66.5 FT
 DO8921'(20.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF WEST SAMPLE AVENUE,
 DO8921'66.2 FT (20.2 M) NORTHWEST OF A WOODEN UTILITY POLE, 59.3 FT (18.1 M)
 DO8921'EAST OF THE NORTHEAST CORNER OF A BRICK GARAGE AND 1.6 FT (0.5 M)
 DO8921'SOUTH OF A CARSONITE WITNESS POST.
 DO8921'
 DO8921'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8921'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8922 ***********************************************************************
 DO8922  DESIGNATION -  25333 B
 DO8922  PID         -  DO8922
 DO8922  STATE/COUNTY-  FL/POLK
 DO8922  COUNTRY     -  US
 DO8922  USGS QUAD   -  WINTER HAVEN (2018)
 DO8922
 DO8922                         *CURRENT SURVEY CONTROL
 DO8922  ______________________________________________________________________
 DO8922* NAD 83(1986) POSITION- 28 02 49.7    (N) 081 37 33.4    (W)   HD_HELD2
 DO8922* NAVD 88 ORTHO HEIGHT -    38.304 (meters)      125.67  (feet) ADJUSTED
 DO8922  ______________________________________________________________________
 DO8922  GEOID HEIGHT    -        -26.919 (meters)                     GEOID18
 DO8922  DYNAMIC HEIGHT  -         38.246 (meters)      125.48  (feet) COMP
 DO8922  MODELED GRAVITY -    979,151.7   (mgal)                       NAVD 88
 DO8922
 DO8922  VERT ORDER      -  FIRST     CLASS II
 DO8922
 DO8922.The horizontal coordinates were established by autonomous hand held GPS
 DO8922.observations and have an estimated accuracy of +/- 10 meters.
 DO8922
 DO8922.The orthometric height was determined by differential leveling and
 DO8922.adjusted by the NATIONAL GEODETIC SURVEY
 DO8922.in December 2013.
 DO8922
 DO8922.No vertical observational check was made to the station.
 DO8922
 DO8922.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8922.GEOID18 height accuracy estimate available here.
 DO8922
 DO8922.Click photographs - Photos may exist for this station.
 DO8922
 DO8922.The dynamic height is computed by dividing the NAVD 88
 DO8922.geopotential number by the normal gravity value computed on the
 DO8922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8922.degrees latitude (g = 980.6199 gals.).
 DO8922
 DO8922.The modeled gravity was interpolated from observed gravity values.
 DO8922
 DO8922;                    North         East    Units  Estimated Accuracy
 DO8922;SPC FL W     -   411,489.      236,775.      MT  (+/- 10 meters HH2 GPS)
 DO8922
 DO8922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3848102582(NAD 83)
 DO8922
 DO8922                          SUPERSEDED SURVEY CONTROL
 DO8922
 DO8922.No superseded survey control is available for this station.
 DO8922
 DO8922_MARKER: DD = SURVEY DISK
 DO8922_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8922_STAMPING: 25333 B 2012
 DO8922_MARK LOGO: SWFWMD
 DO8922_PROJECTION: FLUSH
 DO8922_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8922+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 DO8922_ROD/PIPE-DEPTH: 26.9 meters
 DO8922
 DO8922  HISTORY     - Date     Condition        Report By
 DO8922  HISTORY     - 20120719 MONUMENTED       FLDEP
 DO8922
 DO8922                          STATION DESCRIPTION
 DO8922
 DO8922'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8922'THE MARK IS ABOUT 7.8 MI (12.6 KM) EAST-NORTHEAST OF ELOISE, 6.8 MI
 DO8922'(10.9 KM) EAST-NORTHEAST OF WINTER HAVEN, 1.8 MI (2.9 KM)
 DO8922'NORTH-NORTHWEST OF DUNDEE, IN SECTION 16, TOWNSHIP 28 SOUTH, RANGE 27
 DO8922'EAST.  THE PROPERTY OWNER IS PETE BLACKWELL AT 515 WEST SAMPLE AVENUE.
 DO8922'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND U.S.
 DO8922'HIGHWAY 27 ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF HAINES CITY, GO SOUTH ON
 DO8922'U.S. HIGHWAY 27 FOR 2.75 MI (4.4 KM) TO THE INTERSECTION OF WEST MAIN
 DO8922'STREET ON THE LEFT AND CRUMP ROAD ON THE RIGHT.  TURN LEFT ON WEST
 DO8922'MAIN STREET AND GO EAST FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DO8922'SIXTH STREET.  TURN LEFT ON NORTH SIXTH STREET AND GO NORTH FOR 0.15
 DO8922'MI (0.2 KM) TO THE JUNCTION OF WEST SAMPLE AVENUE ON THE RIGHT.  TURN
 DO8922'RIGHT ON WEST SAMPLE AVENUE AND GO EAST FOR 0.15 MI (0.2 KM) TO THE
 DO8922'BLACKWELL RESIDENCE AT 515 WEST SAMPLE AVENUE ON THE LEFT AND THE MARK
 DO8922'ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 88.3 FT
 DO8922'(26.9 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND ENCASED IN A 4-INCH
 DO8922'(10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 15.0 FT (4.6 M) BELOW
 DO8922'THE LEVEL OF SAMPLE AVENUE.
 DO8922'
 DO8922'LOCATED 201.5 FT (61.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF WEST
 DO8922'SAMPLE AVENUE, 153.5 FT (46.8 M) NORTHWEST OF SURVEY MARK 25333 A,
 DO8922'90.8 FT (27.7 M) NORTHEAST OF THE NORTHEAST CORNERPOST OF A BRICK
 DO8922'HOUSE, 55.2 FT (16.8 M) NORTHEAST OF A WOODEN UTILITY POLE WITH A
 DO8922'STREET LIGHT ATTACHED AND 1.3 FT (0.4 M) SOUTH OF A CARSONITE WITNESS
 DO8922'POST.
 DO8922'
 DO8922'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8922'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8925 ***********************************************************************
 DO8925  DESIGNATION -  25334 A
 DO8925  PID         -  DO8925
 DO8925  STATE/COUNTY-  FL/POLK
 DO8925  COUNTRY     -  US
 DO8925  USGS QUAD   -  DUNDEE (2018)
 DO8925
 DO8925                         *CURRENT SURVEY CONTROL
 DO8925  ______________________________________________________________________
 DO8925* NAD 83(1986) POSITION- 28 02 52.8    (N) 081 36 50.3    (W)   HD_HELD2
 DO8925* NAVD 88 ORTHO HEIGHT -    66.274 (meters)      217.43  (feet) ADJUSTED
 DO8925  ______________________________________________________________________
 DO8925  GEOID HEIGHT    -        -26.945 (meters)                     GEOID18
 DO8925  DYNAMIC HEIGHT  -         66.175 (meters)      217.11  (feet) COMP
 DO8925  MODELED GRAVITY -    979,151.6   (mgal)                       NAVD 88
 DO8925
 DO8925  VERT ORDER      -  FIRST     CLASS II
 DO8925
 DO8925.The horizontal coordinates were established by autonomous hand held GPS
 DO8925.observations and have an estimated accuracy of +/- 10 meters.
 DO8925
 DO8925.The orthometric height was determined by differential leveling and
 DO8925.adjusted by the NATIONAL GEODETIC SURVEY
 DO8925.in December 2013.
 DO8925
 DO8925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8925.GEOID18 height accuracy estimate available here.
 DO8925
 DO8925.Click photographs - Photos may exist for this station.
 DO8925
 DO8925.The dynamic height is computed by dividing the NAVD 88
 DO8925.geopotential number by the normal gravity value computed on the
 DO8925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8925.degrees latitude (g = 980.6199 gals.).
 DO8925
 DO8925.The modeled gravity was interpolated from observed gravity values.
 DO8925
 DO8925;                    North         East    Units  Estimated Accuracy
 DO8925;SPC FL W     -   411,588.      237,952.      MT  (+/- 10 meters HH2 GPS)
 DO8925
 DO8925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3965802671(NAD 83)
 DO8925
 DO8925                          SUPERSEDED SURVEY CONTROL
 DO8925
 DO8925.No superseded survey control is available for this station.
 DO8925
 DO8925_MARKER: DD = SURVEY DISK
 DO8925_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8925_STAMPING: 25334 A 2012
 DO8925_MARK LOGO: SWFWMD
 DO8925_PROJECTION: FLUSH
 DO8925_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8925+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2012
 DO8925_ROD/PIPE-DEPTH: 17.3 meters
 DO8925
 DO8925  HISTORY     - Date     Condition        Report By
 DO8925  HISTORY     - 20120721 MONUMENTED       FLDEP
 DO8925
 DO8925                          STATION DESCRIPTION
 DO8925
 DO8925'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8925'THE MARK IS ABOUT 7.8 MI (12.6 KM) SOUTH OF DAVENPORT, 7.5 MI (12.1
 DO8925'KM) EAST-NORTHEAST OF WINTER HAVEN, 1.8 MI (2.9 KM) NORTH OF DUNDEE,
 DO8925'IN SECTION 16, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DO8925'
 DO8925'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 546 (KOKOMO
 DO8925'ROAD) AND STATE ROAD 17 IN LAKE HAMILTON, GO SOUTH ON STATE ROAD 17
 DO8925'FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF WATER TANK ROAD ON THE LEFT.
 DO8925'TURN LEFT ON WATER TANK ROAD AND GO EAST FOR 0.35 MI (0.6 KM) TO A
 DO8925'COMMUNICATIONS TOWER ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM
 DO8925'ROD DRIVEN TO REFUSAL AT A DEPTH OF 56.7 FT (17.3 M) WITH AN ALUMINUM
 DO8925'DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DO8925'GROUND AND LEVEL WITH WATER TANK ROAD.
 DO8925'
 DO8925'LOCATED 54.8 FT (16.7 M) SOUTH OF A HOG WIRE FENCE, 23.9 FT (7.3 M)
 DO8925'NORTH OF THE APPROXIMATE CENTERLINE OF WATER TANK ROAD, 20.0 FT (6.1
 DO8925'M) WEST OF THE APPROXIMATE CENTERLINE OF THE UNPAVED TOWER DRIVEWAY,
 DO8925'4.0 FT (1.2 M) NORTH OF A WELL HEAD AND 2.0 FT (0.6 M) NORTH OF A
 DO8925'CARSONITE WITNESS POST.
 DO8925'
 DO8925'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8925'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8923 ***********************************************************************
 DO8923  DESIGNATION -  25335
 DO8923  PID         -  DO8923
 DO8923  STATE/COUNTY-  FL/POLK
 DO8923  COUNTRY     -  US
 DO8923  USGS QUAD   -  DUNDEE (2018)
 DO8923
 DO8923                         *CURRENT SURVEY CONTROL
 DO8923  ______________________________________________________________________
 DO8923* NAD 83(1986) POSITION- 28 02 38.0    (N) 081 37 12.6    (W)   HD_HELD2
 DO8923* NAVD 88 ORTHO HEIGHT -    36.583 (meters)      120.02  (feet) ADJUSTED
 DO8923  ______________________________________________________________________
 DO8923  GEOID HEIGHT    -        -26.919 (meters)                     GEOID18
 DO8923  DYNAMIC HEIGHT  -         36.529 (meters)      119.85  (feet) COMP
 DO8923  MODELED GRAVITY -    979,151.8   (mgal)                       NAVD 88
 DO8923
 DO8923  VERT ORDER      -  FIRST     CLASS II
 DO8923
 DO8923.The horizontal coordinates were established by autonomous hand held GPS
 DO8923.observations and have an estimated accuracy of +/- 10 meters.
 DO8923
 DO8923.The orthometric height was determined by differential leveling and
 DO8923.adjusted by the NATIONAL GEODETIC SURVEY
 DO8923.in December 2013.
 DO8923
 DO8923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8923.GEOID18 height accuracy estimate available here.
 DO8923
 DO8923.Click photographs - Photos may exist for this station.
 DO8923
 DO8923.The dynamic height is computed by dividing the NAVD 88
 DO8923.geopotential number by the normal gravity value computed on the
 DO8923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8923.degrees latitude (g = 980.6199 gals.).
 DO8923
 DO8923.The modeled gravity was interpolated from observed gravity values.
 DO8923
 DO8923;                    North         East    Units  Estimated Accuracy
 DO8923;SPC FL W     -   411,131.      237,344.      MT  (+/- 10 meters HH2 GPS)
 DO8923
 DO8923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3904702219(NAD 83)
 DO8923
 DO8923                          SUPERSEDED SURVEY CONTROL
 DO8923
 DO8923.No superseded survey control is available for this station.
 DO8923
 DO8923_MARKER: DD = SURVEY DISK
 DO8923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8923_STAMPING: SID 25335 2010
 DO8923_MARK LOGO: SWFWMD
 DO8923_PROJECTION: FLUSH
 DO8923_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO8923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8923+STABILITY: SURFACE MOTION
 DO8923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8923+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2012
 DO8923
 DO8923  HISTORY     - Date     Condition        Report By
 DO8923  HISTORY     - 20100623 MONUMENTED       SWFWMD
 DO8923  HISTORY     - 20120525 GOOD             FLDEP
 DO8923
 DO8923                          STATION DESCRIPTION
 DO8923
 DO8923'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8923'THE MARK IS ABOUT 8.0 MI (12.9 KM) EAST-NORTHEAST OF ELOISE, 7.1 MI
 DO8923'(11.4 KM) EAST-NORTHEAST OF WINTER HAVEN, 1.5 MI (2.4 KM) NORTH OF
 DO8923'DUNDEE, IN SECTION 16, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DO8923'
 DO8923'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 546 (KOKOMO
 DO8923'ROAD) AND STATE ROAD 17 IN LAKE HAMILTON, GO SOUTH ON STATE ROAD 17
 DO8923'FOR 0.65 MI (1.0 KM) TO THE NORTH ENTRANCE (DIRT DRIVEWAY) OF THE LAKE
 DO8923'HAMILTON WATER TREATMENT PLANT ON THE LEFT.  TURN LEFT ON THE DIRT
 DO8923'DRIVEWAY AND GO SOUTH AND SOUTHEAST FOR 0.1 MI (0.2 KM) ALONG THE WEST
 DO8923'SHORE OF LAKE GORDON TO A STAFF GAUGE ON THE LEFT AND THE MARK ON THE
 DO8923'RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH AN ALUMINUM DISK
 DO8923'SET IN THE TOP OF A 12-INCH (30 CM) CONCRETE MONUMENT FLUSH WITH THE
 DO8923'GROUND AND LEVEL WITH THE DIRT DRIVEWAY.
 DO8923'
 DO8923'LOCATED 144.2 FT (44.0 M) NORTHWEST OF A STORM DRAIN MANHOLE COVER,
 DO8923'71.8 FT (21.9 M) SOUTHWEST OF SURVEY MARK 25335 A, 10.2 FT (3.1 M)
 DO8923'NORTH OF A CHAIN LINK FENCE CORNER, 2.6 FT (0.8 M) EAST OF A CHAIN
 DO8923'LINK FENCE AND 2.3 FT (0.7 M) EAST OF A CARSONITE WITNESS POST.
 DO8923'
 DO8923'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8924 ***********************************************************************
 DO8924  DESIGNATION -  25335 A
 DO8924  PID         -  DO8924
 DO8924  STATE/COUNTY-  FL/POLK
 DO8924  COUNTRY     -  US
 DO8924  USGS QUAD   -  DUNDEE (2018)
 DO8924
 DO8924                         *CURRENT SURVEY CONTROL
 DO8924  ______________________________________________________________________
 DO8924* NAD 83(1986) POSITION- 28 02 38.5    (N) 081 37 12.1    (W)   HD_HELD2
 DO8924* NAVD 88 ORTHO HEIGHT -    34.452 (meters)      113.03  (feet) ADJUSTED
 DO8924  ______________________________________________________________________
 DO8924  GEOID HEIGHT    -        -26.920 (meters)                     GEOID18
 DO8924  DYNAMIC HEIGHT  -         34.400 (meters)      112.86  (feet) COMP
 DO8924  MODELED GRAVITY -    979,151.8   (mgal)                       NAVD 88
 DO8924
 DO8924  VERT ORDER      -  FIRST     CLASS II
 DO8924
 DO8924.The horizontal coordinates were established by autonomous hand held GPS
 DO8924.observations and have an estimated accuracy of +/- 10 meters.
 DO8924
 DO8924.The orthometric height was determined by differential leveling and
 DO8924.adjusted by the NATIONAL GEODETIC SURVEY
 DO8924.in December 2013.
 DO8924
 DO8924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8924.GEOID18 height accuracy estimate available here.
 DO8924
 DO8924.Click photographs - Photos may exist for this station.
 DO8924
 DO8924.The dynamic height is computed by dividing the NAVD 88
 DO8924.geopotential number by the normal gravity value computed on the
 DO8924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8924.degrees latitude (g = 980.6199 gals.).
 DO8924
 DO8924.The modeled gravity was interpolated from observed gravity values.
 DO8924
 DO8924;                    North         East    Units  Estimated Accuracy
 DO8924;SPC FL W     -   411,146.      237,358.      MT  (+/- 10 meters HH2 GPS)
 DO8924
 DO8924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3906102234(NAD 83)
 DO8924
 DO8924                          SUPERSEDED SURVEY CONTROL
 DO8924
 DO8924.No superseded survey control is available for this station.
 DO8924
 DO8924_MARKER: DD = SURVEY DISK
 DO8924_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8924_STAMPING: 25335 A 2012
 DO8924_MARK LOGO: SWFWMD
 DO8924_PROJECTION: FLUSH
 DO8924_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8924+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DO8924_ROD/PIPE-DEPTH: 14.7 meters
 DO8924
 DO8924  HISTORY     - Date     Condition        Report By
 DO8924  HISTORY     - 20120718 MONUMENTED       FLDEP
 DO8924
 DO8924                          STATION DESCRIPTION
 DO8924
 DO8924'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8924'THE MARK IS ABOUT 8.0 MI (12.9 KM) EAST-NORTHEAST OF ELOISE, 7.1 MI
 DO8924'(11.4 KM) EAST-NORTHEAST OF WINTER HAVEN, 1.5 MI (2.4 KM) NORTH OF
 DO8924'DUNDEE, IN SECTION 16, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DO8924'
 DO8924'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 546 (KOKOMO
 DO8924'ROAD) AND STATE ROAD 17 IN LAKE HAMILTON, GO SOUTH ON STATE ROAD 17
 DO8924'FOR 0.65 MI (1.0 KM) TO THE NORTH ENTRANCE (DIRT DRIVEWAY) OF THE LAKE
 DO8924'HAMILTON WATER TREATMENT PLANT ON THE LEFT.  TURN LEFT ON THE DIRT
 DO8924'DRIVEWAY AND GO SOUTH AND SOUTHEAST FOR 0.1 MI (0.2 KM) ALONG THE WEST
 DO8924'SHORE OF LAKE GORDON TO A STAFF GAUGE ON THE LEFT AND THE MARK ON THE
 DO8924'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 48.3 FT (14.7 M)
 DO8924'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DO8924'PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT DRIVEWAY.
 DO8924'
 DO8924'LOCATED 151.5 FT (46.2 M) NORTH-NORTHWEST OF A STORM DRAIN MANHOLE
 DO8924'COVER, 92.6 FT (28.2 M) NORTH-NORTHEAST OF A 36-INCH (91 CM) DIAMETER
 DO8924'MIMOSA TREE, 71.8 FT (21.9 M) NORTHEAST OF SURVEY MARK 25335, 60.6 FT
 DO8924'(18.5 M) EAST OF A CHAIN LINK FENCE AND 2.2 FT (0.7 M) SOUTHWEST OF A
 DO8924'CARSONITE WITNESS POST.
 DO8924'
 DO8924'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8924'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8919 ***********************************************************************
 DO8919  DESIGNATION -  25336 A
 DO8919  PID         -  DO8919
 DO8919  STATE/COUNTY-  FL/POLK
 DO8919  COUNTRY     -  US
 DO8919  USGS QUAD   -  WINTER HAVEN (2018)
 DO8919
 DO8919                         *CURRENT SURVEY CONTROL
 DO8919  ______________________________________________________________________
 DO8919* NAD 83(1986) POSITION- 28 02 49.3    (N) 081 37 39.1    (W)   HD_HELD2
 DO8919* NAVD 88 ORTHO HEIGHT -    36.618 (meters)      120.14  (feet) ADJUSTED
 DO8919  ______________________________________________________________________
 DO8919  GEOID HEIGHT    -        -26.915 (meters)                     GEOID18
 DO8919  DYNAMIC HEIGHT  -         36.564 (meters)      119.96  (feet) COMP
 DO8919  MODELED GRAVITY -    979,151.7   (mgal)                       NAVD 88
 DO8919
 DO8919  VERT ORDER      -  FIRST     CLASS II
 DO8919
 DO8919.The horizontal coordinates were established by autonomous hand held GPS
 DO8919.observations and have an estimated accuracy of +/- 10 meters.
 DO8919
 DO8919.The orthometric height was determined by differential leveling and
 DO8919.adjusted by the NATIONAL GEODETIC SURVEY
 DO8919.in December 2013.
 DO8919
 DO8919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8919.GEOID18 height accuracy estimate available here.
 DO8919
 DO8919.Click photographs - Photos may exist for this station.
 DO8919
 DO8919.The dynamic height is computed by dividing the NAVD 88
 DO8919.geopotential number by the normal gravity value computed on the
 DO8919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8919.degrees latitude (g = 980.6199 gals.).
 DO8919
 DO8919.The modeled gravity was interpolated from observed gravity values.
 DO8919
 DO8919;                    North         East    Units  Estimated Accuracy
 DO8919;SPC FL W     -   411,476.      236,619.      MT  (+/- 10 meters HH2 GPS)
 DO8919
 DO8919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3832502570(NAD 83)
 DO8919
 DO8919                          SUPERSEDED SURVEY CONTROL
 DO8919
 DO8919.No superseded survey control is available for this station.
 DO8919
 DO8919_MARKER: DD = SURVEY DISK
 DO8919_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8919_STAMPING: 25336 A 2012
 DO8919_MARK LOGO: SWFWMD
 DO8919_PROJECTION: FLUSH
 DO8919_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8919+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DO8919_ROD/PIPE-DEPTH: 22.1 meters
 DO8919
 DO8919  HISTORY     - Date     Condition        Report By
 DO8919  HISTORY     - 20120718 MONUMENTED       FLDEP
 DO8919
 DO8919                          STATION DESCRIPTION
 DO8919
 DO8919'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8919'THE MARK IS ABOUT 7.7 MI (12.4 KM) EAST-NORTHEAST OF ELOISE, 6.7 MI
 DO8919'(10.8 KM) EAST-NORTHEAST OF WINTER HAVEN, 1.8 MI (2.9 KM)
 DO8919'NORTH-NORTHWEST OF DUNDEE, IN SECTION 16, TOWNSHIP 28 SOUTH, RANGE 27
 DO8919'EAST.
 DO8919'
 DO8919'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND U.S.
 DO8919'HIGHWAY 27 ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF HAINES CITY, GO SOUTH ON
 DO8919'U.S. HIGHWAY 27 FOR 2.75 MI (4.4 KM) TO THE INTERSECTION OF WEST MAIN
 DO8919'STREET ON THE LEFT AND CRUMP ROAD ON THE RIGHT.  TURN LEFT ON WEST
 DO8919'MAIN STREET AND GO EAST FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DO8919'SIXTH STREET.  TURN LEFT ON NORTH SIXTH STREET AND GO NORTH FOR 0.2 MI
 DO8919'(0.3 KM) TO THE LAKE SARA STAFF GAUGE ON THE LEFT AND THE MARK ON THE
 DO8919'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 72.4 FT (22.1 M)
 DO8919'WITH AN ALUMINUM SWFWMD DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM)
 DO8919'PVC PIPE FLUSH WITH THE GROUND AND ABOUT 11.0 FT (3.4 M) BELOW THE
 DO8919'LEVEL OF NORTH SIXTH STREET.
 DO8919'
 DO8919'LOCATED 67.7 FT (20.6 M) SOUTHWEST OF A WOODEN UTILITY POLE, 65.5 FT
 DO8919'(20.0 M) SOUTHWEST OF SURVEY MARK 25336 B, 50.3 FT (15.3 M)
 DO8919'WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF NORTH SIXTH STREET,
 DO8919'35.5 FT (10.8 M) SOUTHEAST OF A STAFF GAUGE AND 1.9 FT (0.6 M) EAST OF
 DO8919'A CARSONITE WITNESS POST.
 DO8919'
 DO8919'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8919'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8920 ***********************************************************************
 DO8920  DESIGNATION -  25336 B
 DO8920  PID         -  DO8920
 DO8920  STATE/COUNTY-  FL/POLK
 DO8920  COUNTRY     -  US
 DO8920  USGS QUAD   -  WINTER HAVEN (2018)
 DO8920
 DO8920                         *CURRENT SURVEY CONTROL
 DO8920  ______________________________________________________________________
 DO8920* NAD 83(1986) POSITION- 28 02 49.9    (N) 081 37 38.8    (W)   HD_HELD2
 DO8920* NAVD 88 ORTHO HEIGHT -    37.866 (meters)      124.23  (feet) ADJUSTED
 DO8920  ______________________________________________________________________
 DO8920  GEOID HEIGHT    -        -26.916 (meters)                     GEOID18
 DO8920  DYNAMIC HEIGHT  -         37.809 (meters)      124.05  (feet) COMP
 DO8920  MODELED GRAVITY -    979,151.7   (mgal)                       NAVD 88
 DO8920
 DO8920  VERT ORDER      -  FIRST     CLASS II
 DO8920
 DO8920.The horizontal coordinates were established by autonomous hand held GPS
 DO8920.observations and have an estimated accuracy of +/- 10 meters.
 DO8920
 DO8920.The orthometric height was determined by differential leveling and
 DO8920.adjusted by the NATIONAL GEODETIC SURVEY
 DO8920.in December 2013.
 DO8920
 DO8920.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8920.GEOID18 height accuracy estimate available here.
 DO8920
 DO8920.Click photographs - Photos may exist for this station.
 DO8920
 DO8920.The dynamic height is computed by dividing the NAVD 88
 DO8920.geopotential number by the normal gravity value computed on the
 DO8920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8920.degrees latitude (g = 980.6199 gals.).
 DO8920
 DO8920.The modeled gravity was interpolated from observed gravity values.
 DO8920
 DO8920;                    North         East    Units  Estimated Accuracy
 DO8920;SPC FL W     -   411,495.      236,627.      MT  (+/- 10 meters HH2 GPS)
 DO8920
 DO8920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3833402589(NAD 83)
 DO8920
 DO8920                          SUPERSEDED SURVEY CONTROL
 DO8920
 DO8920.No superseded survey control is available for this station.
 DO8920
 DO8920_MARKER: DD = SURVEY DISK
 DO8920_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8920_STAMPING: 25336 B 2012
 DO8920_MARK LOGO: SWFWMD
 DO8920_PROJECTION: FLUSH
 DO8920_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8920+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2012
 DO8920_ROD/PIPE-DEPTH: 25.7 meters
 DO8920
 DO8920  HISTORY     - Date     Condition        Report By
 DO8920  HISTORY     - 20120718 MONUMENTED       FLDEP
 DO8920
 DO8920                          STATION DESCRIPTION
 DO8920
 DO8920'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8920'THE MARK IS ABOUT 7.7 MI (12.4 KM) EAST-NORTHEAST OF ELOISE, 6.7 MI
 DO8920'(10.8 KM) EAST-NORTHEAST OF WINTER HAVEN, 1.8 MI (2.9 KM)
 DO8920'NORTH-NORTHWEST OF DUNDEE, IN SECTION 16, TOWNSHIP 28 SOUTH, RANGE 27
 DO8920'EAST.
 DO8920'
 DO8920'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND U.S.
 DO8920'HIGHWAY 27 ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF HAINES CITY, GO SOUTH ON
 DO8920'U.S. HIGHWAY 27 FOR 2.75 MI (4.4 KM) TO THE INTERSECTION OF WEST MAIN
 DO8920'STREET ON THE LEFT AND CRUMP ROAD ON THE RIGHT.  TURN LEFT ON WEST
 DO8920'MAIN STREET AND GO EAST FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DO8920'SIXTH STREET.  TURN LEFT ON NORTH SIXTH STREET AND GO NORTH FOR 0.2 MI
 DO8920'(0.3 KM) TO THE LAKE SARA STAFF GAUGE ON THE LEFT AND THE MARK ON THE
 DO8920'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 84.3 FT (25.7 M)
 DO8920'WITH AN ALUMINUM SWFWMD DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM)
 DO8920'PVC PIPE FLUSH WITH THE GROUND AND ABOUT 6.0 FT (1.8 M) BELOW THE
 DO8920'LEVEL OF NORTH SIXTH STREET.
 DO8920'
 DO8920'LOCATED 65.5 FT (20.0 M) NORTHEAST OF SURVEY MARK 25336 A, 61.3 FT
 DO8920'(18.7 M) EAST-NORTHEAST OF A STAFF GAUGE, 31.0 FT (9.4 M) WEST OF THE
 DO8920'APPROXIMATE CENTERLINE OF NORTH SIXTH STREET, 2.5 FT (0.8 M) SOUTH OF
 DO8920'A WOODEN UTILITY POLE AND 2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS
 DO8920'POST.
 DO8920'
 DO8920'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8920'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9696 ***********************************************************************
 DN9696  DESIGNATION -  25339 A
 DN9696  PID         -  DN9696
 DN9696  STATE/COUNTY-  FL/POLK
 DN9696  COUNTRY     -  US
 DN9696  USGS QUAD   -  FROSTPROOF (2018)
 DN9696
 DN9696                         *CURRENT SURVEY CONTROL
 DN9696  ______________________________________________________________________
 DN9696* NAD 83(1986) POSITION- 27 44 41.8    (N) 081 31 44.8    (W)   HD_HELD2
 DN9696* NAVD 88 ORTHO HEIGHT -    30.152 (meters)       98.92  (feet) ADJUSTED
 DN9696  ______________________________________________________________________
 DN9696  GEOID HEIGHT    -        -26.275 (meters)                     GEOID18
 DN9696  DYNAMIC HEIGHT  -         30.107 (meters)       98.78  (feet) COMP
 DN9696  MODELED GRAVITY -    979,140.0   (mgal)                       NAVD 88
 DN9696
 DN9696  VERT ORDER      -  FIRST     CLASS II
 DN9696
 DN9696.The horizontal coordinates were established by autonomous hand held GPS
 DN9696.observations and have an estimated accuracy of +/- 10 meters.
 DN9696
 DN9696.The orthometric height was determined by differential leveling and
 DN9696.adjusted by the NATIONAL GEODETIC SURVEY
 DN9696.in December 2013.
 DN9696
 DN9696.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9696.GEOID18 height accuracy estimate available here.
 DN9696
 DN9696.Click photographs - Photos may exist for this station.
 DN9696
 DN9696.The dynamic height is computed by dividing the NAVD 88
 DN9696.geopotential number by the normal gravity value computed on the
 DN9696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9696.degrees latitude (g = 980.6199 gals.).
 DN9696
 DN9696.The modeled gravity was interpolated from observed gravity values.
 DN9696
 DN9696;                    North         East    Units  Estimated Accuracy
 DN9696;SPC FL W     -   378,035.      246,424.      MT  (+/- 10 meters HH2 GPS)
 DN9696
 DN9696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4785469061(NAD 83)
 DN9696
 DN9696                          SUPERSEDED SURVEY CONTROL
 DN9696
 DN9696  NAVD 88 (12/19/12)   30.140  (m)           98.88   (f) SUPERSEDED  2 1
 DN9696
 DN9696.Superseded values are not recommended for survey control.
 DN9696
 DN9696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN9696.See file dsdata.pdf to determine how the superseded data were derived.
 DN9696
 DN9696_MARKER: DD = SURVEY DISK
 DN9696_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9696_STAMPING: 25339 A 2010
 DN9696_MARK LOGO: SWFWMD
 DN9696_PROJECTION: FLUSH
 DN9696_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9696+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2023
 DN9696_ROD/PIPE-DEPTH: 4.0 meters
 DN9696
 DN9696  HISTORY     - Date     Condition        Report By
 DN9696  HISTORY     - 20100724 MONUMENTED       FLDEP
 DN9696  HISTORY     - 20130113 GOOD             FLDEP
 DN9696  HISTORY     - 20190422 GOOD             SWFWMD
 DN9696  HISTORY     - 20230112 GOOD             PICKET
 DN9696
 DN9696                          STATION DESCRIPTION
 DN9696
 DN9696'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9696'THE MARK IS ABOUT 8.3 MI (13.4 KM) NORTHEAST OF BEREAH, 6.0 MI (9.7
 DN9696'KM) SOUTH OF BABSON PARK, 0.1 MI (0.2 KM) EAST-SOUTHEAST OF FROST
 DN9696'PROOF, IN SECTION 33, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DN9696'
 DN9696'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (U.S. HIGHWAY
 DN9696'27 ALTERNATE) AND COUNTY ROAD 630 (H STREET) IN FROST PROOF, GO SOUTH
 DN9696'ON STATE ROAD 17 (U.S. HIGHWAY 27 ALTERNATE) FOR 0.75 MI (1.2 KM) TO
 DN9696'THE INTERSECTION OF FIRST STREET.  TURN LEFT ON EAST FIRST STREET AND
 DN9696'GO EAST FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF SOUTH ORANGE AVENUE
 DN9696'AND THE MARK ON THE LEFT, A DISK SET ON THE TOP OF AN ALUMINUM ROD
 DN9696'DRIVEN TO REFUSAL AT A DEPTH OF 13.1 FT (4.0 M) ENCASED IN A 6-INCH
 DN9696'(15 CM) PVC PIPE, FILLED WITH CONCRETE AND SURROUNDED BY CONCRETE,
 DN9696'FLUSH WITH THE GROUND AND ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF
 DN9696'SOUTH ORANGE AVENUE.
 DN9696'
 DN9696'LOCATED 81.4 FT (24.8 M) SOUTH OF A POWER POLE NUMBER 6-77852, 31.3 FT
 DN9696'(9.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF EAST FIRST STREET, 17.7
 DN9696'FT (5.4 M) EAST OF THE APPROXIMATE CENTERLINE OF SOUTH ORANGE AVENUE,
 DN9696'13.0 FT (4.0 M) NORTH OF A WOODEN POWER POLE AND 1.7 FT (0.5 M) WEST
 DN9696'OF A CARSONITE WITNESS POST.
 DN9696'
 DN9696'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9696'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DN9696
 DN9696                          STATION RECOVERY (2013)
 DN9696
 DN9696'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (BPJ)
 DN9696'RECOVERED AS DESCRIBED.
 DN9696
 DN9696                          STATION RECOVERY (2019)
 DN9696
 DN9696'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (CO)
 DN9696'RECOVERED IN GOOD CONDITION.
 DN9696
 DN9696                          STATION RECOVERY (2023)
 DN9696
 DN9696'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2023 (JF)
 DN9696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9697 ***********************************************************************
 DN9697  DESIGNATION -  25339 B
 DN9697  PID         -  DN9697
 DN9697  STATE/COUNTY-  FL/POLK
 DN9697  COUNTRY     -  US
 DN9697  USGS QUAD   -  FROSTPROOF (2018)
 DN9697
 DN9697                         *CURRENT SURVEY CONTROL
 DN9697  ______________________________________________________________________
 DN9697* NAD 83(1986) POSITION- 27 44 39.7    (N) 081 31 45.2    (W)   HD_HELD2
 DN9697* NAVD 88 ORTHO HEIGHT -    29.112 (meters)       95.51  (feet) ADJUSTED
 DN9697  ______________________________________________________________________
 DN9697  GEOID HEIGHT    -        -26.273 (meters)                     GEOID18
 DN9697  DYNAMIC HEIGHT  -         29.069 (meters)       95.37  (feet) COMP
 DN9697  MODELED GRAVITY -    979,140.0   (mgal)                       NAVD 88
 DN9697
 DN9697  VERT ORDER      -  FIRST     CLASS II
 DN9697
 DN9697.The horizontal coordinates were established by autonomous hand held GPS
 DN9697.observations and have an estimated accuracy of +/- 10 meters.
 DN9697
 DN9697.The orthometric height was determined by differential leveling and
 DN9697.adjusted by the NATIONAL GEODETIC SURVEY
 DN9697.in December 2013.
 DN9697
 DN9697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9697.GEOID18 height accuracy estimate available here.
 DN9697
 DN9697.Click photographs - Photos may exist for this station.
 DN9697
 DN9697.The dynamic height is computed by dividing the NAVD 88
 DN9697.geopotential number by the normal gravity value computed on the
 DN9697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9697.degrees latitude (g = 980.6199 gals.).
 DN9697
 DN9697.The modeled gravity was interpolated from observed gravity values.
 DN9697
 DN9697;                    North         East    Units  Estimated Accuracy
 DN9697;SPC FL W     -   377,970.      246,413.      MT  (+/- 10 meters HH2 GPS)
 DN9697
 DN9697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4784268996(NAD 83)
 DN9697
 DN9697                          SUPERSEDED SURVEY CONTROL
 DN9697
 DN9697  NAVD 88 (12/19/12)   29.099  (m)           95.47   (f) SUPERSEDED  2 1
 DN9697
 DN9697.Superseded values are not recommended for survey control.
 DN9697
 DN9697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN9697.See file dsdata.pdf to determine how the superseded data were derived.
 DN9697
 DN9697_MARKER: DD = SURVEY DISK
 DN9697_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9697_STAMPING: 25339 B 2010
 DN9697_MARK LOGO: SWFWMD
 DN9697_PROJECTION: FLUSH
 DN9697_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9697+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2019
 DN9697_ROD/PIPE-DEPTH: 5.9 meters
 DN9697
 DN9697  HISTORY     - Date     Condition        Report By
 DN9697  HISTORY     - 20100724 MONUMENTED       FLDEP
 DN9697  HISTORY     - 20130113 GOOD             FLDEP
 DN9697  HISTORY     - 20190422 GOOD             SWFWMD
 DN9697
 DN9697                          STATION DESCRIPTION
 DN9697
 DN9697'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9697'THE MARK IS ABOUT 8.3 MI (13.4 KM) NORTHEAST OF BEREAH, 6.0 MI (9.7
 DN9697'KM) SOUTH OF BABSON PARK, 0.1 MI (0.2 KM) EAST-SOUTHEAST OF FROST
 DN9697'PROOF, IN SECTION 33, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DN9697'
 DN9697'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (U.S. HIGHWAY
 DN9697'27 ALTERNATE) AND COUNTY ROAD 630 (H STREET) IN FROST PROOF, GO SOUTH
 DN9697'ON STATE ROAD 17 (U.S. HIGHWAY 27 ALTERNATE) FOR 0.75 MI (1.2 KM) TO
 DN9697'THE INTERSECTION OF FIRST STREET.  TURN LEFT ON EAST FIRST STREET AND
 DN9697'GO EAST FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF SOUTH ORANGE AVENUE
 DN9697'AND THE MARK ON THE RIGHT, A DISK SET ON THE TOP OF AN ALUMINUM ROD
 DN9697'DRIVEN TO REFUSAL AT A DEPTH OF 19.5 FT (5.9 M) ENCASED IN A 6-INCH
 DN9697'(15 CM) PVC PIPE, FILLED WITH CONCRETE AND SURROUNDED BY CONCRETE,
 DN9697'FLUSH WITH THE GROUND AND ABOUT 0.4 FT (12 CM) ABOVE THE LEVEL OF
 DN9697'SOUTH ORANGE AVENUE.
 DN9697'
 DN9697'LOCATED 168.2 FT (51.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF EAST
 DN9697'FIRST STREET, 25.5 FT (7.8 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DN9697'SOUTH ORANGE AVENUE, 3.4 FT (1.0 M) WEST OF THE APPROXIMATE CENTERLINE
 DN9697'OF A CONCRETE SIDEWALK, 1.5 FT (0.5 M) EAST OF A CHAIN LINK FENCE AND
 DN9697'1.3 FT (0.4 M) EAST OF A CARSONITE WITNESS POST.
 DN9697'
 DN9697'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9697'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DN9697
 DN9697                          STATION RECOVERY (2013)
 DN9697
 DN9697'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (BPJ)
 DN9697'RECOVERED AS DESCRIBED.
 DN9697
 DN9697                          STATION RECOVERY (2019)
 DN9697
 DN9697'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (CO)
 DN9697'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1839 ***********************************************************************
 DO1839  DESIGNATION -  25341 A
 DO1839  PID         -  DO1839
 DO1839  STATE/COUNTY-  FL/POLK
 DO1839  COUNTRY     -  US
 DO1839  USGS QUAD   -  LAKE WALES (2018)
 DO1839
 DO1839                         *CURRENT SURVEY CONTROL
 DO1839  ______________________________________________________________________
 DO1839* NAD 83(1986) POSITION- 27 54 13.0    (N) 081 37 21.4    (W)   HD_HELD2
 DO1839* NAVD 88 ORTHO HEIGHT -    38.666 (meters)      126.86  (feet) ADJUSTED
 DO1839  ______________________________________________________________________
 DO1839  GEOID HEIGHT    -        -26.456 (meters)                     GEOID18
 DO1839  DYNAMIC HEIGHT  -         38.609 (meters)      126.67  (feet) COMP
 DO1839  MODELED GRAVITY -    979,154.1   (mgal)                       NAVD 88
 DO1839
 DO1839  VERT ORDER      -  FIRST     CLASS II
 DO1839
 DO1839.The horizontal coordinates were established by autonomous hand held GPS
 DO1839.observations and have an estimated accuracy of +/- 10 meters.
 DO1839
 DO1839.The orthometric height was determined by differential leveling and
 DO1839.adjusted by the NATIONAL GEODETIC SURVEY
 DO1839.in December 2012.
 DO1839
 DO1839.No vertical observational check was made to the station.
 DO1839
 DO1839.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1839.GEOID18 height accuracy estimate available here.
 DO1839
 DO1839.Click photographs - Photos may exist for this station.
 DO1839
 DO1839.The dynamic height is computed by dividing the NAVD 88
 DO1839.geopotential number by the normal gravity value computed on the
 DO1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1839.degrees latitude (g = 980.6199 gals.).
 DO1839
 DO1839.The modeled gravity was interpolated from observed gravity values.
 DO1839
 DO1839;                    North         East    Units  Estimated Accuracy
 DO1839;SPC FL W     -   395,585.      237,152.      MT  (+/- 10 meters HH2 GPS)
 DO1839
 DO1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3872886680(NAD 83)
 DO1839
 DO1839                          SUPERSEDED SURVEY CONTROL
 DO1839
 DO1839.No superseded survey control is available for this station.
 DO1839
 DO1839_MARKER: DD = SURVEY DISK
 DO1839_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1839_STAMPING: 25341 A 2011
 DO1839_MARK LOGO: SWFWMD
 DO1839_PROJECTION: FLUSH
 DO1839_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1839_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1839+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 DO1839_ROD/PIPE-DEPTH: 3.3 meters
 DO1839
 DO1839  HISTORY     - Date     Condition        Report By
 DO1839  HISTORY     - 20110706 MONUMENTED       FLDEP
 DO1839
 DO1839                          STATION DESCRIPTION
 DO1839
 DO1839'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1839'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTHWEST OF BABSON PARK, 6.1 MI
 DO1839'(9.8 KM) EAST-NORTHEAST OF ALTURAS, 2.2 MI (3.5 KM) WEST OF LAKE
 DO1839'WALES, IN SECTION 4, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1839'
 DO1839'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1839'ROAD 60 IN LAKE WALES, GO WEST ON STATE ROAD 60 FOR 1.5 MI (2.4 KM) TO
 DO1839'THE LAKE WALES EMS STATION AT 2029 STATE ROAD 60 ON THE LEFT, A WELL
 DO1839'SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DO1839'REFUSAL AT A DEPTH OF 10.9 FT (3.3 M) WITH AN ALUMINUM DISK ATTACHED
 DO1839'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DO1839'LEVEL WITH STATE ROAD 60.
 DO1839'
 DO1839'LOCATED 37.6 FT (11.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE
 DO1839'ROAD 60 EASTBOUND LANES, 17.2 FT (5.2 M) NORTH OF SURVEY MARK 25341 B,
 DO1839'9.0 FT (2.7 M) WEST OF WELL HEAD 25341, 1.4 FT (0.4 M) EAST OF A CHAIN
 DO1839'LINK FENCE AND 1.3 FT (0.4 M) EAST OF A CARSONITE WITNESS POST.
 DO1839'
 DO1839'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1839'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1840 ***********************************************************************
 DO1840  DESIGNATION -  25341 B
 DO1840  PID         -  DO1840
 DO1840  STATE/COUNTY-  FL/POLK
 DO1840  COUNTRY     -  US
 DO1840  USGS QUAD   -  LAKE WALES (2018)
 DO1840
 DO1840                         *CURRENT SURVEY CONTROL
 DO1840  ______________________________________________________________________
 DO1840* NAD 83(1986) POSITION- 27 54 13.0    (N) 081 37 21.3    (W)   HD_HELD2
 DO1840* NAVD 88 ORTHO HEIGHT -    38.626 (meters)      126.73  (feet) ADJUSTED
 DO1840  ______________________________________________________________________
 DO1840  GEOID HEIGHT    -        -26.456 (meters)                     GEOID18
 DO1840  DYNAMIC HEIGHT  -         38.568 (meters)      126.54  (feet) COMP
 DO1840  MODELED GRAVITY -    979,154.1   (mgal)                       NAVD 88
 DO1840
 DO1840  VERT ORDER      -  FIRST     CLASS II
 DO1840
 DO1840.The horizontal coordinates were established by autonomous hand held GPS
 DO1840.observations and have an estimated accuracy of +/- 10 meters.
 DO1840
 DO1840.The orthometric height was determined by differential leveling and
 DO1840.adjusted by the NATIONAL GEODETIC SURVEY
 DO1840.in December 2012.
 DO1840
 DO1840.No vertical observational check was made to the station.
 DO1840
 DO1840.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1840.GEOID18 height accuracy estimate available here.
 DO1840
 DO1840.Click photographs - Photos may exist for this station.
 DO1840
 DO1840.The dynamic height is computed by dividing the NAVD 88
 DO1840.geopotential number by the normal gravity value computed on the
 DO1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1840.degrees latitude (g = 980.6199 gals.).
 DO1840
 DO1840.The modeled gravity was interpolated from observed gravity values.
 DO1840
 DO1840;                    North         East    Units  Estimated Accuracy
 DO1840;SPC FL W     -   395,585.      237,154.      MT  (+/- 10 meters HH2 GPS)
 DO1840
 DO1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3873086680(NAD 83)
 DO1840
 DO1840                          SUPERSEDED SURVEY CONTROL
 DO1840
 DO1840.No superseded survey control is available for this station.
 DO1840
 DO1840_MARKER: DD = SURVEY DISK
 DO1840_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1840_STAMPING: 25341 B 2011
 DO1840_MARK LOGO: SWFWMD
 DO1840_PROJECTION: FLUSH
 DO1840_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1840+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 DO1840_ROD/PIPE-DEPTH: 15.1 meters
 DO1840
 DO1840  HISTORY     - Date     Condition        Report By
 DO1840  HISTORY     - 20110706 MONUMENTED       FLDEP
 DO1840
 DO1840                          STATION DESCRIPTION
 DO1840
 DO1840'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1840'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTHWEST OF BABSON PARK, 6.1 MI
 DO1840'(9.8 KM) EAST-NORTHEAST OF ALTURAS, 2.2 MI (3.5 KM) WEST OF LAKE
 DO1840'WALES, IN SECTION 4, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1840'
 DO1840'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1840'ROAD 60 IN LAKE WALES, GO WEST ON STATE ROAD 60 FOR 1.5 MI (2.4 KM) TO
 DO1840'THE LAKE WALES EMS STATION AT 2029 STATE ROAD 60 ON THE LEFT, A WELL
 DO1840'SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DO1840'REFUSAL AT A DEPTH OF 49.6 FT (15.1 M) WITH AN ALUMINUM DISK ATTACHED
 DO1840'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DO1840'LEVEL WITH STATE ROAD 60.
 DO1840'
 DO1840'LOCATED 54.0 FT (16.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE
 DO1840'ROAD 60 EASTBOUND LANES, 17.2 FT (5.2 M) SOUTH OF SURVEY MARK 25341 A,
 DO1840'9.8 FT (3.0 M) WEST-SOUTHWEST OF WELL HEAD 25343, 1.4 FT (0.4 M) EAST
 DO1840'OF A CHAIN LINK FENCE AND 1.2 FT (0.4 M) EAST OF A CARSONITE WITNESS
 DO1840'POST.
 DO1840'
 DO1840'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1840'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1849 ***********************************************************************
 DO1849  DESIGNATION -  25345 A
 DO1849  PID         -  DO1849
 DO1849  STATE/COUNTY-  FL/POLK
 DO1849  COUNTRY     -  US
 DO1849  USGS QUAD   -  LAKE WALES (2018)
 DO1849
 DO1849                         *CURRENT SURVEY CONTROL
 DO1849  ______________________________________________________________________
 DO1849* NAD 83(1986) POSITION- 27 54 30.1    (N) 081 36 10.8    (W)   HD_HELD2
 DO1849* NAVD 88 ORTHO HEIGHT -    35.037 (meters)      114.95  (feet) ADJUSTED
 DO1849  ______________________________________________________________________
 DO1849  GEOID HEIGHT    -        -26.518 (meters)                     GEOID18
 DO1849  DYNAMIC HEIGHT  -         34.985 (meters)      114.78  (feet) COMP
 DO1849  MODELED GRAVITY -    979,153.2   (mgal)                       NAVD 88
 DO1849
 DO1849  VERT ORDER      -  FIRST     CLASS II
 DO1849
 DO1849.The horizontal coordinates were established by autonomous hand held GPS
 DO1849.observations and have an estimated accuracy of +/- 10 meters.
 DO1849
 DO1849.The orthometric height was determined by differential leveling and
 DO1849.adjusted by the NATIONAL GEODETIC SURVEY
 DO1849.in December 2012.
 DO1849
 DO1849.No vertical observational check was made to the station.
 DO1849
 DO1849.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1849.GEOID18 height accuracy estimate available here.
 DO1849
 DO1849.Click photographs - Photos may exist for this station.
 DO1849
 DO1849.The dynamic height is computed by dividing the NAVD 88
 DO1849.geopotential number by the normal gravity value computed on the
 DO1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1849.degrees latitude (g = 980.6199 gals.).
 DO1849
 DO1849.The modeled gravity was interpolated from observed gravity values.
 DO1849
 DO1849;                    North         East    Units  Estimated Accuracy
 DO1849;SPC FL W     -   396,118.      239,081.      MT  (+/- 10 meters HH2 GPS)
 DO1849
 DO1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4066087197(NAD 83)
 DO1849
 DO1849                          SUPERSEDED SURVEY CONTROL
 DO1849
 DO1849.No superseded survey control is available for this station.
 DO1849
 DO1849_MARKER: DD = SURVEY DISK
 DO1849_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1849_STAMPING: 25345 A 2011
 DO1849_MARK LOGO: SWFWMD
 DO1849_PROJECTION: RECESSED 8 CENTIMETERS
 DO1849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1849+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2011
 DO1849_ROD/PIPE-DEPTH: 18.0 meters
 DO1849
 DO1849  HISTORY     - Date     Condition        Report By
 DO1849  HISTORY     - 20110707 MONUMENTED       FLDEP
 DO1849
 DO1849                          STATION DESCRIPTION
 DO1849
 DO1849'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1849'THE MARK IS ABOUT 7.3 MI (11.7 KM) EAST-NORTHEAST OF ALTURAS, 7.2 MI
 DO1849'(11.6 KM) NORTHWEST OF BABSON PARK, 1.1 MI (1.8 KM) WEST-NORTHWEST OF
 DO1849'LAKE WALES, IN SECTION 3, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1849'
 DO1849'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1849'ROAD 60 IN LAKE WALES, GO NORTH ON U.S. HIGHWAY 27 FOR 0.85 MI (1.4
 DO1849'KM) TO THE JUNCTION OF AN ENTRANCE ROAD TO FLORIDA'S NATURAL GROVE
 DO1849'HOUSE WELCOME CENTER ON THE LEFT.  TURN LEFT ON THE ENTRANCE ROAD AND
 DO1849'GO SOUTH FOR 0.1 MI (0.2 KM) TO THE NORTH SIDE OF THE WELCOME CENTER
 DO1849'AND THE MARK ON THE RIGHT, NEAR THE LAKE EFFIE SHORELINE, AN ALUMINUM
 DO1849'ROD DRIVEN TO REFUSAL AT A DEPTH OF 59.1 FT (18.0 M) WITH AN ALUMINUM
 DO1849'DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT
 DO1849'(9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 10.0 FT (3.0 M) BELOW
 DO1849'THE LEVEL OF AN ASPHALT DRIVEWAY.
 DO1849'
 DO1849'LOCATED 163.4 FT (49.8 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DO1849'MAIN ENTRANCE DRIVEWAY, 56.3 FT (17.2 M) SOUTHWEST OF SURVEY MARK
 DO1849'25345 B, 29.4 FT (9.0 M) WEST OF THE NORTHWEST CORNER OF A RETAINING
 DO1849'WALL AND 1.2 FT (0.4 M) EAST OF A CARSONITE WITNESS POST.
 DO1849'
 DO1849'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1849'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1850 ***********************************************************************
 DO1850  DESIGNATION -  25345 B
 DO1850  PID         -  DO1850
 DO1850  STATE/COUNTY-  FL/POLK
 DO1850  COUNTRY     -  US
 DO1850  USGS QUAD   -  LAKE WALES (2018)
 DO1850
 DO1850                         *CURRENT SURVEY CONTROL
 DO1850  ______________________________________________________________________
 DO1850* NAD 83(1986) POSITION- 27 54 30.7    (N) 081 36 10.5    (W)   HD_HELD2
 DO1850* NAVD 88 ORTHO HEIGHT -    35.415 (meters)      116.19  (feet) ADJUSTED
 DO1850  ______________________________________________________________________
 DO1850  GEOID HEIGHT    -        -26.519 (meters)                     GEOID18
 DO1850  DYNAMIC HEIGHT  -         35.362 (meters)      116.02  (feet) COMP
 DO1850  MODELED GRAVITY -    979,153.2   (mgal)                       NAVD 88
 DO1850
 DO1850  VERT ORDER      -  FIRST     CLASS II
 DO1850
 DO1850.The horizontal coordinates were established by autonomous hand held GPS
 DO1850.observations and have an estimated accuracy of +/- 10 meters.
 DO1850
 DO1850.The orthometric height was determined by differential leveling and
 DO1850.adjusted by the NATIONAL GEODETIC SURVEY
 DO1850.in December 2012.
 DO1850
 DO1850.No vertical observational check was made to the station.
 DO1850
 DO1850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1850.GEOID18 height accuracy estimate available here.
 DO1850
 DO1850.Click photographs - Photos may exist for this station.
 DO1850
 DO1850.The dynamic height is computed by dividing the NAVD 88
 DO1850.geopotential number by the normal gravity value computed on the
 DO1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1850.degrees latitude (g = 980.6199 gals.).
 DO1850
 DO1850.The modeled gravity was interpolated from observed gravity values.
 DO1850
 DO1850;                    North         East    Units  Estimated Accuracy
 DO1850;SPC FL W     -   396,136.      239,089.      MT  (+/- 10 meters HH2 GPS)
 DO1850
 DO1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4066987215(NAD 83)
 DO1850
 DO1850                          SUPERSEDED SURVEY CONTROL
 DO1850
 DO1850.No superseded survey control is available for this station.
 DO1850
 DO1850_MARKER: DD = SURVEY DISK
 DO1850_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1850_STAMPING: 25345 B 2011
 DO1850_MARK LOGO: SWFWMD
 DO1850_PROJECTION: RECESSED 8 CENTIMETERS
 DO1850_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1850_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1850+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2011
 DO1850_ROD/PIPE-DEPTH: 15.5 meters
 DO1850
 DO1850  HISTORY     - Date     Condition        Report By
 DO1850  HISTORY     - 20110707 MONUMENTED       FLDEP
 DO1850
 DO1850                          STATION DESCRIPTION
 DO1850
 DO1850'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1850'THE MARK IS ABOUT 7.3 MI (11.7 KM) EAST-NORTHEAST OF ALTURAS, 7.2 MI
 DO1850'(11.6 KM) NORTHWEST OF BABSON PARK, 1.1 MI (1.8 KM) WEST-NORTHWEST OF
 DO1850'LAKE WALES, IN SECTION 3, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1850'
 DO1850'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1850'ROAD 60 IN LAKE WALES, GO NORTH ON U.S. HIGHWAY 27 FOR 0.85 MI (1.4
 DO1850'KM) TO THE JUNCTION OF AN ENTRANCE ROAD TO FLORIDA'S NATURAL GROVE
 DO1850'HOUSE WELCOME CENTER ON THE LEFT.  TURN LEFT ON THE ENTRANCE ROAD AND
 DO1850'GO SOUTH FOR 0.1 MI (0.2 KM) TO THE NORTH SIDE OF THE WELCOME CENTER
 DO1850'AND THE MARK ON THE RIGHT, NEAR THE LAKE EFFIE SHORELINE, AN ALUMINUM
 DO1850'ROD DRIVEN TO REFUSAL AT A DEPTH OF 51.0 FT (15.5 M) WITH AN ALUMINUM
 DO1850'DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT
 DO1850'(9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 10.0 FT (3.0 M) BELOW
 DO1850'THE LEVEL OF AN ASPHALT DRIVEWAY.
 DO1850'
 DO1850'LOCATED 154.1 FT (47.0 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DO1850'MAIN ENTRANCE DRIVEWAY, 56.3 FT (17.2 M) NORTHEAST OF SURVEY MARK
 DO1850'25345 A, 49.4 FT (15.1 M) NORTH OF THE NORTHWEST CORNER OF A RETAINING
 DO1850'WALL AND 1.2 FT (0.4 M) EAST OF A CARSONITE WITNESS POST.
 DO1850'
 DO1850'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1850'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1847 ***********************************************************************
 DO1847  DESIGNATION -  25346 A
 DO1847  PID         -  DO1847
 DO1847  STATE/COUNTY-  FL/POLK
 DO1847  COUNTRY     -  US
 DO1847  USGS QUAD   -  LAKE WALES (2018)
 DO1847
 DO1847                         *CURRENT SURVEY CONTROL
 DO1847  ______________________________________________________________________
 DO1847* NAD 83(1986) POSITION- 27 54 19.9    (N) 081 35 44.4    (W)   HD_HELD2
 DO1847* NAVD 88 ORTHO HEIGHT -    37.327 (meters)      122.46  (feet) ADJUSTED
 DO1847  ______________________________________________________________________
 DO1847  GEOID HEIGHT    -        -26.527 (meters)                     GEOID18
 DO1847  DYNAMIC HEIGHT  -         37.271 (meters)      122.28  (feet) COMP
 DO1847  MODELED GRAVITY -    979,152.6   (mgal)                       NAVD 88
 DO1847
 DO1847  VERT ORDER      -  FIRST     CLASS II
 DO1847
 DO1847.The horizontal coordinates were established by autonomous hand held GPS
 DO1847.observations and have an estimated accuracy of +/- 10 meters.
 DO1847
 DO1847.The orthometric height was determined by differential leveling and
 DO1847.adjusted by the NATIONAL GEODETIC SURVEY
 DO1847.in December 2012.
 DO1847
 DO1847.No vertical observational check was made to the station.
 DO1847
 DO1847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1847.GEOID18 height accuracy estimate available here.
 DO1847
 DO1847.Click photographs - Photos may exist for this station.
 DO1847
 DO1847.The dynamic height is computed by dividing the NAVD 88
 DO1847.geopotential number by the normal gravity value computed on the
 DO1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1847.degrees latitude (g = 980.6199 gals.).
 DO1847
 DO1847.The modeled gravity was interpolated from observed gravity values.
 DO1847
 DO1847;                    North         East    Units  Estimated Accuracy
 DO1847;SPC FL W     -   395,806.      239,803.      MT  (+/- 10 meters HH2 GPS)
 DO1847
 DO1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4138086879(NAD 83)
 DO1847
 DO1847                          SUPERSEDED SURVEY CONTROL
 DO1847
 DO1847.No superseded survey control is available for this station.
 DO1847
 DO1847_MARKER: DD = SURVEY DISK
 DO1847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1847_STAMPING: 25346 A 2011
 DO1847_MARK LOGO: SWFWMD
 DO1847_PROJECTION: FLUSH
 DO1847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1847+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2011
 DO1847_ROD/PIPE-DEPTH: 12.4 meters
 DO1847
 DO1847  HISTORY     - Date     Condition        Report By
 DO1847  HISTORY     - 20110707 MONUMENTED       FLDEP
 DO1847
 DO1847                          STATION DESCRIPTION
 DO1847
 DO1847'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1847'THE MARK IS ABOUT 7.7 MI (12.4 KM) EAST-NORTHEAST OF ALTURAS, 6.8 MI
 DO1847'(10.9 KM) NORTHWEST OF BABSON PARK, 0.7 MI (1.1 KM) WEST-NORTHWEST OF
 DO1847'LAKE WALES, IN SECTION 2, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1847'
 DO1847'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1847'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.4 MI (0.6 KM) TO
 DO1847'THE JUNCTION OF DR MARTIN LUTHER KING BOULEVARD (FORMERLY KNOWN AS
 DO1847'SOUTH WALKER STREET) ON THE LEFT.  TURN LEFT ON DR MARTIN LUTHER KING
 DO1847'BOULEVARD AND GO NORTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF WEST
 DO1847'SESSOMS AVENUE ON THE LEFT.  TURN LEFT ON WEST SESSOMS AVENUE AND GO
 DO1847'WEST FOR 0.05 MI (0.1 KM) TO A DEAD END.  CONTINUE NORTHWEST FOR 0.05
 DO1847'MI (0.1 KM) TO THE EAST SHORELINE OF LAKE COOPER AND THE MARK, AN
 DO1847'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 40.6 FT (12.4 M) WITH AN
 DO1847'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO1847'WITH THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF WEST
 DO1847'SESSOMS AVENUE.
 DO1847'
 DO1847'LOCATED 61.6 FT (18.8 M) WEST OF A 24-NCH DIAMETER OAK TREE, 50.7 FT
 DO1847'(15.5 M) SOUTH-SOUTHWEST OF SURVEY MARK 25346 B, 42.9 FT (13.1 M)
 DO1847'SOUTHEAST OF A STAFF GAUGE AND 1.6 FT (0.5 M) EAST OF A CARSONITE
 DO1847'WITNESS POST.
 DO1847'
 DO1847'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1847'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1848 ***********************************************************************
 DO1848  DESIGNATION -  25346 B
 DO1848  PID         -  DO1848
 DO1848  STATE/COUNTY-  FL/POLK
 DO1848  COUNTRY     -  US
 DO1848  USGS QUAD   -  LAKE WALES (2018)
 DO1848
 DO1848                         *CURRENT SURVEY CONTROL
 DO1848  ______________________________________________________________________
 DO1848* NAD 83(1986) POSITION- 27 54 20.4    (N) 081 35 44.1    (W)   HD_HELD2
 DO1848* NAVD 88 ORTHO HEIGHT -    37.456 (meters)      122.89  (feet) ADJUSTED
 DO1848  ______________________________________________________________________
 DO1848  GEOID HEIGHT    -        -26.528 (meters)                     GEOID18
 DO1848  DYNAMIC HEIGHT  -         37.400 (meters)      122.70  (feet) COMP
 DO1848  MODELED GRAVITY -    979,152.6   (mgal)                       NAVD 88
 DO1848
 DO1848  VERT ORDER      -  FIRST     CLASS II
 DO1848
 DO1848.The horizontal coordinates were established by autonomous hand held GPS
 DO1848.observations and have an estimated accuracy of +/- 10 meters.
 DO1848
 DO1848.The orthometric height was determined by differential leveling and
 DO1848.adjusted by the NATIONAL GEODETIC SURVEY
 DO1848.in December 2012.
 DO1848
 DO1848.No vertical observational check was made to the station.
 DO1848
 DO1848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1848.GEOID18 height accuracy estimate available here.
 DO1848
 DO1848.Click photographs - Photos may exist for this station.
 DO1848
 DO1848.The dynamic height is computed by dividing the NAVD 88
 DO1848.geopotential number by the normal gravity value computed on the
 DO1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1848.degrees latitude (g = 980.6199 gals.).
 DO1848
 DO1848.The modeled gravity was interpolated from observed gravity values.
 DO1848
 DO1848;                    North         East    Units  Estimated Accuracy
 DO1848;SPC FL W     -   395,821.      239,812.      MT  (+/- 10 meters HH2 GPS)
 DO1848
 DO1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4138986895(NAD 83)
 DO1848
 DO1848                          SUPERSEDED SURVEY CONTROL
 DO1848
 DO1848.No superseded survey control is available for this station.
 DO1848
 DO1848_MARKER: DD = SURVEY DISK
 DO1848_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1848_STAMPING: 25346 B 2011
 DO1848_MARK LOGO: SWFWMD
 DO1848_PROJECTION: FLUSH
 DO1848_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1848+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2011
 DO1848_ROD/PIPE-DEPTH: 13.6 meters
 DO1848
 DO1848  HISTORY     - Date     Condition        Report By
 DO1848  HISTORY     - 20110707 MONUMENTED       FLDEP
 DO1848
 DO1848                          STATION DESCRIPTION
 DO1848
 DO1848'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1848'THE MARK IS ABOUT 7.7 MI (12.4 KM) EAST-NORTHEAST OF ALTURAS, 6.8 MI
 DO1848'(10.9 KM) NORTHWEST OF BABSON PARK, 0.7 MI (1.1 KM) WEST-NORTHWEST OF
 DO1848'LAKE WALES, IN SECTION 2, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1848'
 DO1848'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1848'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.4 MI (0.6 KM) TO
 DO1848'THE JUNCTION OF DR MARTIN LUTHER KING BOULEVARD (FORMERLY KNOWN AS
 DO1848'SOUTH WALKER STREET) ON THE LEFT.  TURN LEFT ON DR MARTIN LUTHER KING
 DO1848'BOULEVARD AND GO NORTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF WEST
 DO1848'SESSOMS AVENUE ON THE LEFT.  TURN LEFT ON WEST SESSOMS AVENUE AND GO
 DO1848'WEST FOR 0.05 MI (0.1 KM) TO A DEAD END.  CONTINUE NORTHWEST FOR 0.05
 DO1848'MI (0.1 KM) TO THE EAST SHORELINE OF LAKE COOPER AND THE MARK, AN
 DO1848'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 44.6 FT (13.6 M) WITH AN
 DO1848'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO1848'WITH THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF WEST
 DO1848'SESSOMS AVENUE.
 DO1848'
 DO1848'LOCATED 67.4 FT (20.5 M) NORTHWEST OF A 24-NCH DIAMETER OAK TREE, 50.7
 DO1848'FT (15.5 M) NORTH-NORTHEAST OF SURVEY MARK 25346 A, 40.1 FT (12.2 M)
 DO1848'EAST-NORTHEAST OF A STAFF GAUGE AND 1.8 FT (0.5 M) SOUTHEAST OF A
 DO1848'CARSONITE WITNESS POST.
 DO1848'
 DO1848'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1848'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1861 ***********************************************************************
 DO1861  DESIGNATION -  25347 A
 DO1861  PID         -  DO1861
 DO1861  STATE/COUNTY-  FL/POLK
 DO1861  COUNTRY     -  US
 DO1861  USGS QUAD   -  LAKE WALES (2018)
 DO1861
 DO1861                         *CURRENT SURVEY CONTROL
 DO1861  ______________________________________________________________________
 DO1861* NAD 83(1986) POSITION- 27 53 41.5    (N) 081 35 30.9    (W)   HD_HELD2
 DO1861* NAVD 88 ORTHO HEIGHT -    37.414 (meters)      122.75  (feet) ADJUSTED
 DO1861  ______________________________________________________________________
 DO1861  GEOID HEIGHT    -        -26.505 (meters)                     GEOID18
 DO1861  DYNAMIC HEIGHT  -         37.358 (meters)      122.57  (feet) COMP
 DO1861  MODELED GRAVITY -    979,151.9   (mgal)                       NAVD 88
 DO1861
 DO1861  VERT ORDER      -  FIRST     CLASS II
 DO1861
 DO1861.The horizontal coordinates were established by autonomous hand held GPS
 DO1861.observations and have an estimated accuracy of +/- 10 meters.
 DO1861
 DO1861.The orthometric height was determined by differential leveling and
 DO1861.adjusted by the NATIONAL GEODETIC SURVEY
 DO1861.in December 2012.
 DO1861
 DO1861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1861.GEOID18 height accuracy estimate available here.
 DO1861
 DO1861.Click photographs - Photos may exist for this station.
 DO1861
 DO1861.The dynamic height is computed by dividing the NAVD 88
 DO1861.geopotential number by the normal gravity value computed on the
 DO1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1861.degrees latitude (g = 980.6199 gals.).
 DO1861
 DO1861.The modeled gravity was interpolated from observed gravity values.
 DO1861
 DO1861;                    North         East    Units  Estimated Accuracy
 DO1861;SPC FL W     -   394,625.      240,177.      MT  (+/- 10 meters HH2 GPS)
 DO1861
 DO1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4174485696(NAD 83)
 DO1861
 DO1861                          SUPERSEDED SURVEY CONTROL
 DO1861
 DO1861.No superseded survey control is available for this station.
 DO1861
 DO1861_MARKER: DD = SURVEY DISK
 DO1861_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1861_STAMPING: 25347 A 2011
 DO1861_MARK LOGO: SWFWMD
 DO1861_PROJECTION: FLUSH
 DO1861_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1861+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2011
 DO1861_ROD/PIPE-DEPTH: 9.4 meters
 DO1861
 DO1861  HISTORY     - Date     Condition        Report By
 DO1861  HISTORY     - 20110709 MONUMENTED       FLDEP
 DO1861
 DO1861                          STATION DESCRIPTION
 DO1861
 DO1861'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1861'THE MARK IS ABOUT 7.7 MI (12.4 KM) EAST-NORTHEAST OF ALTURAS, 6.1 MI
 DO1861'(9.8 KM) NORTHWEST OF BABSON PARK, 0.6 MI (1.0 KM) SOUTHWEST OF LAKE
 DO1861'WALES, IN SECTION 2, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1861'
 DO1861'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1861'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.3 MI (0.5 KM) TO
 DO1861'THE JUNCTION OF GIBSON AVENUE ON THE RIGHT AND TWIN LAKE BOULEVARD ON
 DO1861'THE RIGHT.  TURN RIGHT ON TWIN LAKE BOULEVARD AND GO SOUTH AND EAST
 DO1861'FOR 0.25 MI (0.4 KM) TO THE EAST TWIN LAKE BOAT RAMP ON THE RIGHT AND
 DO1861'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO1861'31.0 FT (9.4 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH
 DO1861'(10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH TWIN LAKE
 DO1861'BOULEVARD.
 DO1861'
 DO1861'LOCATED 107.0 FT (32.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF TWIN
 DO1861'LAKE BOULEVARD, 88.8 FT (27.1 M) SOUTH-SOUTHEAST OF THE SOUTHEAST
 DO1861'CORNER OF THE CEMENT BLOCK BUILDING, 86.6 FT (26.4 M) SOUTHWEST OF
 DO1861'SURVEY MARK 25347 B, 2.2 FT (0.7 M) SOUTHWEST OF A WOODEN POWER POLE
 DO1861'AND 1.8 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DO1861'
 DO1861'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1861'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1862 ***********************************************************************
 DO1862  DESIGNATION -  25347 B
 DO1862  PID         -  DO1862
 DO1862  STATE/COUNTY-  FL/POLK
 DO1862  COUNTRY     -  US
 DO1862  USGS QUAD   -  LAKE WALES (2018)
 DO1862
 DO1862                         *CURRENT SURVEY CONTROL
 DO1862  ______________________________________________________________________
 DO1862* NAD 83(1986) POSITION- 27 53 41.7    (N) 081 35 30.6    (W)   HD_HELD2
 DO1862* NAVD 88 ORTHO HEIGHT -    37.845 (meters)      124.16  (feet) ADJUSTED
 DO1862  ______________________________________________________________________
 DO1862  GEOID HEIGHT    -        -26.505 (meters)                     GEOID18
 DO1862  DYNAMIC HEIGHT  -         37.789 (meters)      123.98  (feet) COMP
 DO1862  MODELED GRAVITY -    979,151.9   (mgal)                       NAVD 88
 DO1862
 DO1862  VERT ORDER      -  FIRST     CLASS II
 DO1862
 DO1862.The horizontal coordinates were established by autonomous hand held GPS
 DO1862.observations and have an estimated accuracy of +/- 10 meters.
 DO1862
 DO1862.The orthometric height was determined by differential leveling and
 DO1862.adjusted by the NATIONAL GEODETIC SURVEY
 DO1862.in December 2012.
 DO1862
 DO1862.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1862.GEOID18 height accuracy estimate available here.
 DO1862
 DO1862.Click photographs - Photos may exist for this station.
 DO1862
 DO1862.The dynamic height is computed by dividing the NAVD 88
 DO1862.geopotential number by the normal gravity value computed on the
 DO1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1862.degrees latitude (g = 980.6199 gals.).
 DO1862
 DO1862.The modeled gravity was interpolated from observed gravity values.
 DO1862
 DO1862;                    North         East    Units  Estimated Accuracy
 DO1862;SPC FL W     -   394,631.      240,185.      MT  (+/- 10 meters HH2 GPS)
 DO1862
 DO1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4175285702(NAD 83)
 DO1862
 DO1862                          SUPERSEDED SURVEY CONTROL
 DO1862
 DO1862.No superseded survey control is available for this station.
 DO1862
 DO1862_MARKER: DD = SURVEY DISK
 DO1862_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1862_STAMPING: 25347 B 2011
 DO1862_MARK LOGO: SWFWMD
 DO1862_PROJECTION: FLUSH
 DO1862_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1862+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2011
 DO1862_ROD/PIPE-DEPTH: 9.1 meters
 DO1862
 DO1862  HISTORY     - Date     Condition        Report By
 DO1862  HISTORY     - 20110709 MONUMENTED       FLDEP
 DO1862
 DO1862                          STATION DESCRIPTION
 DO1862
 DO1862'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1862'THE MARK IS ABOUT 7.7 MI (12.4 KM) EAST-NORTHEAST OF ALTURAS, 6.1 MI
 DO1862'(9.8 KM) NORTHWEST OF BABSON PARK, 0.6 MI (1.0 KM) SOUTHWEST OF LAKE
 DO1862'WALES, IN SECTION 2, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1862'
 DO1862'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1862'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.3 MI (0.5 KM) TO
 DO1862'THE JUNCTION OF GIBSON AVENUE ON THE RIGHT AND TWIN LAKE BOULEVARD ON
 DO1862'THE RIGHT.  TURN RIGHT ON TWIN LAKE BOULEVARD AND GO SOUTH AND EAST
 DO1862'FOR 0.25 MI (0.4 KM) TO THE EAST TWIN LAKE BOAT RAMP ON THE RIGHT AND
 DO1862'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO1862'29.7 FT (9.1 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH
 DO1862'(10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH TWIN LAKE
 DO1862'BOULEVARD.
 DO1862'
 DO1862'LOCATED 107.0 FT (32.6 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 DO1862'THE CEMENT BLOCK BUILDING, 88.8 FT (27.1 M) SOUTH OF THE APPROXIMATE
 DO1862'CENTERLINE OF TWIN LAKE BOULEVARD, 86.6 FT (26.4 M) NORTHEAST OF
 DO1862'SURVEY MARK 25347 A, 2.8 FT (0.9 M) SOUTH OF THE BOAT RAMP SIGN AND
 DO1862'1.7 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 DO1862'
 DO1862'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1862'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1845 ***********************************************************************
 DO1845  DESIGNATION -  25348 A
 DO1845  PID         -  DO1845
 DO1845  STATE/COUNTY-  FL/POLK
 DO1845  COUNTRY     -  US
 DO1845  USGS QUAD   -  LAKE WALES (2018)
 DO1845
 DO1845                         *CURRENT SURVEY CONTROL
 DO1845  ______________________________________________________________________
 DO1845* NAD 83(1986) POSITION- 27 54 10.2    (N) 081 35 49.8    (W)   HD_HELD2
 DO1845* NAVD 88 ORTHO HEIGHT -    38.159 (meters)      125.19  (feet) ADJUSTED
 DO1845  ______________________________________________________________________
 DO1845  GEOID HEIGHT    -        -26.516 (meters)                     GEOID18
 DO1845  DYNAMIC HEIGHT  -         38.102 (meters)      125.01  (feet) COMP
 DO1845  MODELED GRAVITY -    979,152.6   (mgal)                       NAVD 88
 DO1845
 DO1845  VERT ORDER      -  FIRST     CLASS II
 DO1845
 DO1845.The horizontal coordinates were established by autonomous hand held GPS
 DO1845.observations and have an estimated accuracy of +/- 10 meters.
 DO1845
 DO1845.The orthometric height was determined by differential leveling and
 DO1845.adjusted by the NATIONAL GEODETIC SURVEY
 DO1845.in December 2012.
 DO1845
 DO1845.No vertical observational check was made to the station.
 DO1845
 DO1845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1845.GEOID18 height accuracy estimate available here.
 DO1845
 DO1845.Click photographs - Photos may exist for this station.
 DO1845
 DO1845.The dynamic height is computed by dividing the NAVD 88
 DO1845.geopotential number by the normal gravity value computed on the
 DO1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1845.degrees latitude (g = 980.6199 gals.).
 DO1845
 DO1845.The modeled gravity was interpolated from observed gravity values.
 DO1845
 DO1845;                    North         East    Units  Estimated Accuracy
 DO1845;SPC FL W     -   395,507.      239,657.      MT  (+/- 10 meters HH2 GPS)
 DO1845
 DO1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4123186582(NAD 83)
 DO1845
 DO1845                          SUPERSEDED SURVEY CONTROL
 DO1845
 DO1845.No superseded survey control is available for this station.
 DO1845
 DO1845_MARKER: DD = SURVEY DISK
 DO1845_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1845_STAMPING: 25348 A 2011
 DO1845_MARK LOGO: SWFWMD
 DO1845_PROJECTION: FLUSH
 DO1845_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1845+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 DO1845_ROD/PIPE-DEPTH: 12.5 meters
 DO1845
 DO1845  HISTORY     - Date     Condition        Report By
 DO1845  HISTORY     - 20110706 MONUMENTED       FLDEP
 DO1845
 DO1845                          STATION DESCRIPTION
 DO1845
 DO1845'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1845'THE MARK IS ABOUT 7.5 MI (12.1 KM) EAST-NORTHEAST OF ALTURAS, 6.7 MI
 DO1845'(10.8 KM) NORTHWEST OF BABSON PARK, 0.7 MI (1.1 KM) WEST OF LAKE
 DO1845'WALES, IN SECTION 2, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1845'
 DO1845'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1845'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.25 MI (0.4 KM)
 DO1845'TO THE JUNCTION OF SOUTH SHARP STREET ON THE LEFT.  TURN LEFT ON SOUTH
 DO1845'SHARP STREET AND GO NORTH FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF WEST
 DO1845'PARK AVENUE ON THE LEFT.  TURN LEFT ON WEST PARK AVENUE AND GO WEST
 DO1845'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF MIAMI STREET ON THE RIGHT AND
 DO1845'THE MARK NEAR THE EAST SHORELINE OF LAKE WEADER, AN ALUMINUM ROD
 DO1845'DRIVEN TO REFUSAL AT A DEPTH OF 40.9 FT (12.5 M) WITH AN ALUMINUM DISK
 DO1845'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DO1845'GROUND AND LEVEL WITH MIAMI STREET.
 DO1845'
 DO1845'LOCATED 107.9 FT (32.9 M) NORTHWEST OF A CONCRETE LIGHT POLE, 62.8 FT
 DO1845'(19.1 M) NORTH OF A POWER POLE NUMBER B178516, 35.0 FT (10.7 M) WEST
 DO1845'OF THE APPROXIMATE CENTERLINE OF MIAMI STREET, 47.4 FT (14.4 M) NORTH
 DO1845'OF SURVEY MARK 25348 B AND 2.6 FT (0.8 M) EAST OF A CARSONITE WITNESS
 DO1845'POST.
 DO1845'
 DO1845'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1845'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1846 ***********************************************************************
 DO1846  DESIGNATION -  25348 B
 DO1846  PID         -  DO1846
 DO1846  STATE/COUNTY-  FL/POLK
 DO1846  COUNTRY     -  US
 DO1846  USGS QUAD   -  LAKE WALES (2018)
 DO1846
 DO1846                         *CURRENT SURVEY CONTROL
 DO1846  ______________________________________________________________________
 DO1846* NAD 83(1986) POSITION- 27 54 10.1    (N) 081 35 49.7    (W)   HD_HELD2
 DO1846* NAVD 88 ORTHO HEIGHT -    37.329 (meters)      122.47  (feet) ADJUSTED
 DO1846  ______________________________________________________________________
 DO1846  GEOID HEIGHT    -        -26.516 (meters)                     GEOID18
 DO1846  DYNAMIC HEIGHT  -         37.273 (meters)      122.29  (feet) COMP
 DO1846  MODELED GRAVITY -    979,152.6   (mgal)                       NAVD 88
 DO1846
 DO1846  VERT ORDER      -  FIRST     CLASS II
 DO1846
 DO1846.The horizontal coordinates were established by autonomous hand held GPS
 DO1846.observations and have an estimated accuracy of +/- 10 meters.
 DO1846
 DO1846.The orthometric height was determined by differential leveling and
 DO1846.adjusted by the NATIONAL GEODETIC SURVEY
 DO1846.in December 2012.
 DO1846
 DO1846.No vertical observational check was made to the station.
 DO1846
 DO1846.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1846.GEOID18 height accuracy estimate available here.
 DO1846
 DO1846.Click photographs - Photos may exist for this station.
 DO1846
 DO1846.The dynamic height is computed by dividing the NAVD 88
 DO1846.geopotential number by the normal gravity value computed on the
 DO1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1846.degrees latitude (g = 980.6199 gals.).
 DO1846
 DO1846.The modeled gravity was interpolated from observed gravity values.
 DO1846
 DO1846;                    North         East    Units  Estimated Accuracy
 DO1846;SPC FL W     -   395,504.      239,660.      MT  (+/- 10 meters HH2 GPS)
 DO1846
 DO1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4123486579(NAD 83)
 DO1846
 DO1846                          SUPERSEDED SURVEY CONTROL
 DO1846
 DO1846.No superseded survey control is available for this station.
 DO1846
 DO1846_MARKER: DD = SURVEY DISK
 DO1846_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1846_STAMPING: 25348 B 2011
 DO1846_MARK LOGO: SWFWMD
 DO1846_PROJECTION: FLUSH
 DO1846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1846+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2011
 DO1846_ROD/PIPE-DEPTH: 13.9 meters
 DO1846
 DO1846  HISTORY     - Date     Condition        Report By
 DO1846  HISTORY     - 20110706 MONUMENTED       FLDEP
 DO1846
 DO1846                          STATION DESCRIPTION
 DO1846
 DO1846'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1846'THE MARK IS ABOUT 7.5 MI (12.1 KM) EAST-NORTHEAST OF ALTURAS, 6.7 MI
 DO1846'(10.8 KM) NORTHWEST OF BABSON PARK, 0.7 MI (1.1 KM) WEST OF LAKE
 DO1846'WALES, IN SECTION 2, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1846'
 DO1846'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1846'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.25 MI (0.4 KM)
 DO1846'TO THE JUNCTION OF SOUTH SHARP STREET ON THE LEFT.  TURN LEFT ON SOUTH
 DO1846'SHARP STREET AND GO NORTH FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF WEST
 DO1846'PARK AVENUE ON THE LEFT.  TURN LEFT ON WEST PARK AVENUE AND GO WEST
 DO1846'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF MIAMI STREET ON THE RIGHT AND
 DO1846'THE MARK NEAR THE EAST SHORELINE OF LAKE WEADER, AN ALUMINUM ROD
 DO1846'DRIVEN TO REFUSAL AT A DEPTH OF 45.6 FT (13.9 M) WITH AN ALUMINUM DISK
 DO1846'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DO1846'GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF MIAMI STREET.
 DO1846'
 DO1846'LOCATED 48.6 FT (14.8 M) WEST OF THE APPROXIMATE EXTENDED CENTERLINE
 DO1846'OF MIAMI STREET, 47.4 FT (14.4 M) SOUTH OF SURVEY MARK 25348 A, 35.3
 DO1846'FT (10.8 M) NORTHWEST OF POWER POLE NUMBER B178516, 28.9 FT (8.8 M)
 DO1846'WEST-NORTHWEST OF A 5.0 FT (1.5 M) CONCRETE POST AND 3.0 FT (0.9 M)
 DO1846'EAST OF A CARSONITE WITNESS POST.
 DO1846'
 DO1846'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1846'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1859 ***********************************************************************
 DO1859  DESIGNATION -  25349 A
 DO1859  PID         -  DO1859
 DO1859  STATE/COUNTY-  FL/POLK
 DO1859  COUNTRY     -  US
 DO1859  USGS QUAD   -  LAKE WALES (2018)
 DO1859
 DO1859                         *CURRENT SURVEY CONTROL
 DO1859  ______________________________________________________________________
 DO1859* NAD 83(1986) POSITION- 27 53 42.5    (N) 081 35 39.1    (W)   HD_HELD2
 DO1859* NAVD 88 ORTHO HEIGHT -    36.930 (meters)      121.16  (feet) ADJUSTED
 DO1859  ______________________________________________________________________
 DO1859  GEOID HEIGHT    -        -26.500 (meters)                     GEOID18
 DO1859  DYNAMIC HEIGHT  -         36.875 (meters)      120.98  (feet) COMP
 DO1859  MODELED GRAVITY -    979,152.1   (mgal)                       NAVD 88
 DO1859
 DO1859  VERT ORDER      -  FIRST     CLASS II
 DO1859
 DO1859.The horizontal coordinates were established by autonomous hand held GPS
 DO1859.observations and have an estimated accuracy of +/- 10 meters.
 DO1859
 DO1859.The orthometric height was determined by differential leveling and
 DO1859.adjusted by the NATIONAL GEODETIC SURVEY
 DO1859.in December 2012.
 DO1859
 DO1859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1859.GEOID18 height accuracy estimate available here.
 DO1859
 DO1859.Click photographs - Photos may exist for this station.
 DO1859
 DO1859.The dynamic height is computed by dividing the NAVD 88
 DO1859.geopotential number by the normal gravity value computed on the
 DO1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1859.degrees latitude (g = 980.6199 gals.).
 DO1859
 DO1859.The modeled gravity was interpolated from observed gravity values.
 DO1859
 DO1859;                    North         East    Units  Estimated Accuracy
 DO1859;SPC FL W     -   394,655.      239,952.      MT  (+/- 10 meters HH2 GPS)
 DO1859
 DO1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4152085728(NAD 83)
 DO1859
 DO1859                          SUPERSEDED SURVEY CONTROL
 DO1859
 DO1859.No superseded survey control is available for this station.
 DO1859
 DO1859_MARKER: DD = SURVEY DISK
 DO1859_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1859_STAMPING: 25349 A 2011
 DO1859_MARK LOGO: SWFWMD
 DO1859_PROJECTION: FLUSH
 DO1859_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1859+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2011
 DO1859_ROD/PIPE-DEPTH: 6.0 meters
 DO1859
 DO1859  HISTORY     - Date     Condition        Report By
 DO1859  HISTORY     - 20110709 MONUMENTED       FLDEP
 DO1859
 DO1859                          STATION DESCRIPTION
 DO1859
 DO1859'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1859'THE MARK IS ABOUT 7.6 MI (12.2 KM) EAST-NORTHEAST OF ALTURAS, 6.2 MI
 DO1859'(10.0 KM) NORTHWEST OF BABSON PARK, 0.6 MI (1.0 KM) SOUTHWEST OF LAKE
 DO1859'WALES, IN SECTION 2, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1859'
 DO1859'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1859'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.3 MI (0.5 KM) TO
 DO1859'THE JUNCTION OF GIBSON AVENUE ON THE RIGHT AND TWIN LAKE BOULEVARD ON
 DO1859'THE RIGHT.  TURN RIGHT ON TWIN LAKE BOULEVARD AND GO SOUTH AND EAST
 DO1859'FOR 0.1 MI (0.2 KM) TO THE WEST TWIN LAKE BOAT RAMP AND PICNIC SHELTER
 DO1859'ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO1859'REFUSAL AT A DEPTH OF 19.6 FT (6.0 M) WITH AN ALUMINUM DISK ATTACHED
 DO1859'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DO1859'ABOUT 5.0 FT (1.5 M) BELOW THE LEVEL OF TWIN LAKE BOULEVARD.
 DO1859'
 DO1859'LOCATED 133.0 FT (40.5 M) NORTHWEST OF SURVEY MARK 25349 B, 81.5 FT
 DO1859'(24.8 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A PICNIC SHELTER,
 DO1859'72.6 FT (22.1 M) WEST-NORTHWEST OF A WOODEN POWER POLE, 59.0 FT (18.0
 DO1859'M) SOUTH OF THE APPROXIMATE CENTERLINE OF TWIN LAKE BOULEVARD AND 1.5
 DO1859'FT (0.5 M) EAST OF A CARSONITE WITNESS POST.
 DO1859'
 DO1859'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1859'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1860 ***********************************************************************
 DO1860  DESIGNATION -  25349 B
 DO1860  PID         -  DO1860
 DO1860  STATE/COUNTY-  FL/POLK
 DO1860  COUNTRY     -  US
 DO1860  USGS QUAD   -  LAKE WALES (2018)
 DO1860
 DO1860                         *CURRENT SURVEY CONTROL
 DO1860  ______________________________________________________________________
 DO1860* NAD 83(1986) POSITION- 27 53 41.8    (N) 081 35 38.4    (W)   HD_HELD2
 DO1860* NAVD 88 ORTHO HEIGHT -    36.291 (meters)      119.06  (feet) ADJUSTED
 DO1860  ______________________________________________________________________
 DO1860  GEOID HEIGHT    -        -26.500 (meters)                     GEOID18
 DO1860  DYNAMIC HEIGHT  -         36.236 (meters)      118.88  (feet) COMP
 DO1860  MODELED GRAVITY -    979,152.1   (mgal)                       NAVD 88
 DO1860
 DO1860  VERT ORDER      -  FIRST     CLASS II
 DO1860
 DO1860.The horizontal coordinates were established by autonomous hand held GPS
 DO1860.observations and have an estimated accuracy of +/- 10 meters.
 DO1860
 DO1860.The orthometric height was determined by differential leveling and
 DO1860.adjusted by the NATIONAL GEODETIC SURVEY
 DO1860.in December 2012.
 DO1860
 DO1860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1860.GEOID18 height accuracy estimate available here.
 DO1860
 DO1860.Click photographs - Photos may exist for this station.
 DO1860
 DO1860.The dynamic height is computed by dividing the NAVD 88
 DO1860.geopotential number by the normal gravity value computed on the
 DO1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1860.degrees latitude (g = 980.6199 gals.).
 DO1860
 DO1860.The modeled gravity was interpolated from observed gravity values.
 DO1860
 DO1860;                    North         East    Units  Estimated Accuracy
 DO1860;SPC FL W     -   394,634.      239,971.      MT  (+/- 10 meters HH2 GPS)
 DO1860
 DO1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4153985706(NAD 83)
 DO1860
 DO1860                          SUPERSEDED SURVEY CONTROL
 DO1860
 DO1860.No superseded survey control is available for this station.
 DO1860
 DO1860_MARKER: DD = SURVEY DISK
 DO1860_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1860_STAMPING: 25349 B 2011
 DO1860_MARK LOGO: SWFWMD
 DO1860_PROJECTION: FLUSH
 DO1860_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1860+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2011
 DO1860_ROD/PIPE-DEPTH: 7.5 meters
 DO1860
 DO1860  HISTORY     - Date     Condition        Report By
 DO1860  HISTORY     - 20110709 MONUMENTED       FLDEP
 DO1860
 DO1860                          STATION DESCRIPTION
 DO1860
 DO1860'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1860'THE MARK IS ABOUT 7.6 MI (12.2 KM) EAST-NORTHEAST OF ALTURAS, 6.2 MI
 DO1860'(10.0 KM) NORTHWEST OF BABSON PARK, 0.6 MI (1.0 KM) SOUTHWEST OF LAKE
 DO1860'WALES, IN SECTION 2, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1860'
 DO1860'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1860'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.3 MI (0.5 KM) TO
 DO1860'THE JUNCTION OF GIBSON AVENUE ON THE RIGHT AND TWIN LAKE BOULEVARD ON
 DO1860'THE RIGHT.  TURN RIGHT ON TWIN LAKE BOULEVARD AND GO SOUTH AND EAST
 DO1860'FOR 0.1 MI (0.2 KM) TO THE WEST TWIN LAKE BOAT RAMP AND PICNIC SHELTER
 DO1860'ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO1860'REFUSAL AT A DEPTH OF 24.7 FT (7.5 M) WITH AN ALUMINUM DISK ATTACHED
 DO1860'AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND
 DO1860'ABOUT 7.0 FT (2.1 M) BELOW THE LEVEL OF TWIN LAKE BOULEVARD.
 DO1860'
 DO1860'LOCATED 133.0 FT (40.5 M) SOUTHEAST OF SURVEY MARK 25349 A, 102.6 FT
 DO1860'(31.3 M) WEST-SOUTHWEST-NORTHWEST OF A WOODEN POWER POLE, 83.0 FT
 DO1860'(25.3 M) EAST OF THE APPROXIMATE CENTERLINE OF A BOAT RAMP, 57.8 FT
 DO1860'(17.6 M) SOUTH OF THE SOUTHWEST CORNER OF THE PICNIC SHELTER AND 1.6
 DO1860'FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DO1860'
 DO1860'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1860'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1851 ***********************************************************************
 DO1851  DESIGNATION -  25350 A
 DO1851  PID         -  DO1851
 DO1851  STATE/COUNTY-  FL/POLK
 DO1851  COUNTRY     -  US
 DO1851  USGS QUAD   -  LAKE WALES (2018)
 DO1851
 DO1851                         *CURRENT SURVEY CONTROL
 DO1851  ______________________________________________________________________
 DO1851* NAD 83(1986) POSITION- 27 54 13.6    (N) 081 35 00.0    (W)   HD_HELD2
 DO1851* NAVD 88 ORTHO HEIGHT -    36.131 (meters)      118.54  (feet) ADJUSTED
 DO1851  ______________________________________________________________________
 DO1851  GEOID HEIGHT    -        -26.553 (meters)                     GEOID18
 DO1851  DYNAMIC HEIGHT  -         36.077 (meters)      118.36  (feet) COMP
 DO1851  MODELED GRAVITY -    979,151.8   (mgal)                       NAVD 88
 DO1851
 DO1851  VERT ORDER      -  FIRST     CLASS II
 DO1851
 DO1851.The horizontal coordinates were established by autonomous hand held GPS
 DO1851.observations and have an estimated accuracy of +/- 10 meters.
 DO1851
 DO1851.The orthometric height was determined by differential leveling and
 DO1851.adjusted by the NATIONAL GEODETIC SURVEY
 DO1851.in December 2012.
 DO1851
 DO1851.No vertical observational check was made to the station.
 DO1851
 DO1851.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1851.GEOID18 height accuracy estimate available here.
 DO1851
 DO1851.Click photographs - Photos may exist for this station.
 DO1851
 DO1851.The dynamic height is computed by dividing the NAVD 88
 DO1851.geopotential number by the normal gravity value computed on the
 DO1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1851.degrees latitude (g = 980.6199 gals.).
 DO1851
 DO1851.The modeled gravity was interpolated from observed gravity values.
 DO1851
 DO1851;                    North         East    Units  Estimated Accuracy
 DO1851;SPC FL W     -   395,616.      241,018.      MT  (+/- 10 meters HH2 GPS)
 DO1851
 DO1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4259386680(NAD 83)
 DO1851
 DO1851                          SUPERSEDED SURVEY CONTROL
 DO1851
 DO1851.No superseded survey control is available for this station.
 DO1851
 DO1851_MARKER: DD = SURVEY DISK
 DO1851_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO1851+WITH SETTING: INFORMATION.
 DO1851_STAMPING: 25350 A 2011
 DO1851_MARK LOGO: SWFWMD
 DO1851_PROJECTION: FLUSH
 DO1851_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1851+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2018
 DO1851_ROD/PIPE-DEPTH: 2.1 meters
 DO1851
 DO1851  HISTORY     - Date     Condition        Report By
 DO1851  HISTORY     - 20110707 MONUMENTED       FLDEP
 DO1851  HISTORY     - 20180918 GOOD             SWFWMD
 DO1851
 DO1851                          STATION DESCRIPTION
 DO1851
 DO1851'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1851'THE MARK IS ABOUT 7.7 MI (12.4 KM) WEST OF HESPERIDES, 6.2 MI (10.0
 DO1851'KM) NORTHWEST OF BABSON PARK, 0.3 MI (0.5 KM) NORTHEAST OF LAKE WALES,
 DO1851'IN SECTION 2, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1851'
 DO1851'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1851'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.45 MI (0.7 KM)
 DO1851'TO THE JUNCTION OF WETMORE STREET ON THE LEFT AND POLK AVENUE ON THE
 DO1851'LEFT.  TURN LEFT ON POLK AVENUE AND GO EAST FOR 0.55 MI (0.9 KM) TO
 DO1851'THE EAST SIDE OF A RAILROAD CROSSING AND THE INTERSECTION OF SOUTH
 DO1851'FOURTH STREET.  TURN LEFT ON SOUTH FOURTH STREET AND GO NORTH FOR 0.35
 DO1851'MI (0.6 KM) TO THE T-JUNCTION OF EAST PARK AVENUE AND THE END OF TRUCK
 DO1851'TRAVEL, NOW BY FOOT CONTINUE NORTH ALONG THE EAST SHORE OF LAKE
 DO1851'CRYSTAL FOR ABOUT 400.0 FT (121.9 M) TO A STAFF GAUGE AND THE MARK, AN
 DO1851'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 6.9 FT (2.1 M) WITH AN
 DO1851'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO1851'WITH THE GROUND.
 DO1851'
 DO1851'LOCATED 102.5 FT (31.2 M) SOUTH-SOUTHEAST OF SURVEY MARK 25350 B, 27.0
 DO1851'FT (8.2 M) WEST-SOUTHWEST OF A CHAIN LINK FENCE CORNER POST, 11.9 FT
 DO1851'(3.6 M) WEST OF A 6-INCH (15 CM) DIAMETER CEDAR TREE AND 5.3 FT (1.6
 DO1851'M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DO1851'
 DO1851'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1851'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO1851
 DO1851                          STATION RECOVERY (2018)
 DO1851
 DO1851'RECOVERY NOTE BY SW FL WTR MGMT DIST 2018 (WJO)
 DO1851'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1852 ***********************************************************************
 DO1852  DESIGNATION -  25350 B
 DO1852  PID         -  DO1852
 DO1852  STATE/COUNTY-  FL/POLK
 DO1852  COUNTRY     -  US
 DO1852  USGS QUAD   -  LAKE WALES (2018)
 DO1852
 DO1852                         *CURRENT SURVEY CONTROL
 DO1852  ______________________________________________________________________
 DO1852* NAD 83(1986) POSITION- 27 54 14.3    (N) 081 35 00.2    (W)   HD_HELD2
 DO1852* NAVD 88 ORTHO HEIGHT -    36.169 (meters)      118.66  (feet) ADJUSTED
 DO1852  ______________________________________________________________________
 DO1852  GEOID HEIGHT    -        -26.553 (meters)                     GEOID18
 DO1852  DYNAMIC HEIGHT  -         36.115 (meters)      118.49  (feet) COMP
 DO1852  MODELED GRAVITY -    979,151.8   (mgal)                       NAVD 88
 DO1852
 DO1852  VERT ORDER      -  FIRST     CLASS II
 DO1852
 DO1852.The horizontal coordinates were established by autonomous hand held GPS
 DO1852.observations and have an estimated accuracy of +/- 10 meters.
 DO1852
 DO1852.The orthometric height was determined by differential leveling and
 DO1852.adjusted by the NATIONAL GEODETIC SURVEY
 DO1852.in December 2012.
 DO1852
 DO1852.No vertical observational check was made to the station.
 DO1852
 DO1852.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1852.GEOID18 height accuracy estimate available here.
 DO1852
 DO1852.Click photographs - Photos may exist for this station.
 DO1852
 DO1852.The dynamic height is computed by dividing the NAVD 88
 DO1852.geopotential number by the normal gravity value computed on the
 DO1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1852.degrees latitude (g = 980.6199 gals.).
 DO1852
 DO1852.The modeled gravity was interpolated from observed gravity values.
 DO1852
 DO1852;                    North         East    Units  Estimated Accuracy
 DO1852;SPC FL W     -   395,638.      241,013.      MT  (+/- 10 meters HH2 GPS)
 DO1852
 DO1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4258886701(NAD 83)
 DO1852
 DO1852                          SUPERSEDED SURVEY CONTROL
 DO1852
 DO1852.No superseded survey control is available for this station.
 DO1852
 DO1852_MARKER: DD = SURVEY DISK
 DO1852_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO1852+WITH SETTING: INFORMATION.
 DO1852_STAMPING: 25350 B 2011
 DO1852_MARK LOGO: SWFWMD
 DO1852_PROJECTION: FLUSH
 DO1852_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1852+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2018
 DO1852_ROD/PIPE-DEPTH: 2.2 meters
 DO1852
 DO1852  HISTORY     - Date     Condition        Report By
 DO1852  HISTORY     - 20110707 MONUMENTED       FLDEP
 DO1852  HISTORY     - 20180918 GOOD             SWFWMD
 DO1852
 DO1852                          STATION DESCRIPTION
 DO1852
 DO1852'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1852'THE MARK IS ABOUT 7.7 MI (12.4 KM) WEST OF HESPERIDES, 6.2 MI (10.0
 DO1852'KM) NORTHWEST OF BABSON PARK, 0.3 MI (0.5 KM) NORTHEAST OF LAKE WALES,
 DO1852'IN SECTION 2, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1852'
 DO1852'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1852'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.45 MI (0.7 KM)
 DO1852'TO THE JUNCTION OF WETMORE STREET ON THE LEFT AND POLK AVENUE ON THE
 DO1852'LEFT.  TURN LEFT ON POLK AVENUE AND GO EAST FOR 0.55 MI (0.9 KM) TO
 DO1852'THE EAST SIDE OF A RAILROAD CROSSING AND THE INTERSECTION OF SOUTH
 DO1852'FOURTH STREET.  TURN LEFT ON SOUTH FOURTH STREET AND GO NORTH FOR 0.35
 DO1852'MI (0.6 KM) TO THE T-JUNCTION OF EAST PARK AVENUE AND THE END OF TRUCK
 DO1852'TRAVEL, NOW BY FOOT CONTINUE NORTH ALONG THE EAST SHORE OF LAKE
 DO1852'CRYSTAL FOR ABOUT 400.0 FT (121.9 M) TO A STAFF GAUGE AND THE MARK, AN
 DO1852'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 7.2 FT (2.2 M) WITH AN
 DO1852'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO1852'WITH THE GROUND.
 DO1852'
 DO1852'LOCATED 102.5 FT (31.2 M) NORTH-NORTHWEST OF SURVEY MARK 25350 A, 25.4
 DO1852'FT (7.7 M) SOUTHWEST OF A CHAIN LINK FENCE, 23.3 FT (7.1 M)
 DO1852'SOUTH-SOUTHEAST OF A PALM TREE AND 2.4 FT (0.7 M) SOUTHWEST OF A
 DO1852'CARSONITE WITNESS POST.
 DO1852'
 DO1852'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1852'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO1852
 DO1852                          STATION RECOVERY (2018)
 DO1852
 DO1852'RECOVERY NOTE BY SW FL WTR MGMT DIST 2018 (WJO)
 DO1852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1853 ***********************************************************************
 DO1853  DESIGNATION -  25351 A
 DO1853  PID         -  DO1853
 DO1853  STATE/COUNTY-  FL/POLK
 DO1853  COUNTRY     -  US
 DO1853  USGS QUAD   -  LAKE WALES (2018)
 DO1853
 DO1853                         *CURRENT SURVEY CONTROL
 DO1853  ______________________________________________________________________
 DO1853* NAD 83(1986) POSITION- 27 54 20.7    (N) 081 34 29.2    (W)   HD_HELD2
 DO1853* NAVD 88 ORTHO HEIGHT -    34.128 (meters)      111.97  (feet) ADJUSTED
 DO1853  ______________________________________________________________________
 DO1853  GEOID HEIGHT    -        -26.580 (meters)                     GEOID18
 DO1853  DYNAMIC HEIGHT  -         34.077 (meters)      111.80  (feet) COMP
 DO1853  MODELED GRAVITY -    979,151.5   (mgal)                       NAVD 88
 DO1853
 DO1853  VERT ORDER      -  FIRST     CLASS II
 DO1853
 DO1853.The horizontal coordinates were established by autonomous hand held GPS
 DO1853.observations and have an estimated accuracy of +/- 10 meters.
 DO1853
 DO1853.The orthometric height was determined by differential leveling and
 DO1853.adjusted by the NATIONAL GEODETIC SURVEY
 DO1853.in December 2012.
 DO1853
 DO1853.No vertical observational check was made to the station.
 DO1853
 DO1853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1853.GEOID18 height accuracy estimate available here.
 DO1853
 DO1853.Click photographs - Photos may exist for this station.
 DO1853
 DO1853.The dynamic height is computed by dividing the NAVD 88
 DO1853.geopotential number by the normal gravity value computed on the
 DO1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1853.degrees latitude (g = 980.6199 gals.).
 DO1853
 DO1853.The modeled gravity was interpolated from observed gravity values.
 DO1853
 DO1853;                    North         East    Units  Estimated Accuracy
 DO1853;SPC FL W     -   395,838.      241,860.      MT  (+/- 10 meters HH2 GPS)
 DO1853
 DO1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4343686894(NAD 83)
 DO1853
 DO1853                          SUPERSEDED SURVEY CONTROL
 DO1853
 DO1853.No superseded survey control is available for this station.
 DO1853
 DO1853_MARKER: DD = SURVEY DISK
 DO1853_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1853_STAMPING: 25351 A 2011
 DO1853_MARK LOGO: SWFWMD
 DO1853_PROJECTION: RECESSED 5 CENTIMETERS
 DO1853_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1853+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2018
 DO1853_ROD/PIPE-DEPTH: 10.5 meters
 DO1853
 DO1853  HISTORY     - Date     Condition        Report By
 DO1853  HISTORY     - 20110707 MONUMENTED       FLDEP
 DO1853  HISTORY     - 20180918 GOOD             SWFWMD
 DO1853
 DO1853                          STATION DESCRIPTION
 DO1853
 DO1853'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1853'THE MARK IS ABOUT 7.2 MI (11.6 KM) WEST-NORTHWEST OF HESPERIDES, 6.0
 DO1853'MI (9.7 KM) NORTH-NORTHWEST OF BABSON PARK, 0.8 MI (1.3 KM)
 DO1853'EAST-NORTHEAST OF LAKE WALES, IN SECTION 1, TOWNSHIP 30 SOUTH, RANGE
 DO1853'27 EAST.
 DO1853'
 DO1853'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1853'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.45 MI (0.7 KM)
 DO1853'TO THE JUNCTION OF WETMORE STREET ON THE LEFT AND POLK AVENUE ON THE
 DO1853'LEFT.  TURN LEFT ON POLK AVENUE AND GO EAST FOR 0.6 MI (1.0 KM) TO THE
 DO1853'T-JUNCTION OF SOUTH LAKESHORE BOULEVARD.  TURN LEFT ON SOUTH LAKESHORE
 DO1853'BOULEVARD (BECOMING NORTH LAKESHORE BOULEVARD) AND GO NORTH FOR 0.95
 DO1853'MI (1.5 KM) TO THE JUNCTION OF A BOAT RAMP ENTRANCE ROAD ON THE RIGHT.
 DO1853'TURN RIGHT ON THE ENTRANCE ROAD AND GO SOUTH FOR 0.1 MI (0.2 KM) TO
 DO1853'THE NORTH SHORELINE OF LAKE WALES, A STAFF GAUGE AND THE MARK ON THE
 DO1853'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 34.6 FT (10.5
 DO1853'M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DO1853'PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DO1853'2.0 FT (0.6 M) BELOW THE LEVEL OF A PAVED BIKE PATH.
 DO1853'
 DO1853'LOCATED 114.0 FT (34.7 M) WEST OF SURVEY MARK 25351 B, 64.2 FT (19.6
 DO1853'M) SOUTH OF THE APPROXIMATE CENTERLINE OF A PAVED BIKE PATH, 32.9 FT
 DO1853'(10.0 M) WEST-SOUTHWEST OF A 60-INCH (152 CM) DIAMETER OAK TREE AND
 DO1853'1.3 FT (0.4 M) NORTH OF A CARSONITE WITNESS POST.
 DO1853'
 DO1853'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1853'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO1853
 DO1853                          STATION RECOVERY (2018)
 DO1853
 DO1853'RECOVERY NOTE BY SW FL WTR MGMT DIST 2018 (WJO)
 DO1853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1854 ***********************************************************************
 DO1854  DESIGNATION -  25351 B
 DO1854  PID         -  DO1854
 DO1854  STATE/COUNTY-  FL/POLK
 DO1854  COUNTRY     -  US
 DO1854  USGS QUAD   -  LAKE WALES (2018)
 DO1854
 DO1854                         *CURRENT SURVEY CONTROL
 DO1854  ______________________________________________________________________
 DO1854* NAD 83(1986) POSITION- 27 54 20.7    (N) 081 34 28.0    (W)   HD_HELD2
 DO1854* NAVD 88 ORTHO HEIGHT -    33.066 (meters)      108.48  (feet) ADJUSTED
 DO1854  ______________________________________________________________________
 DO1854  GEOID HEIGHT    -        -26.581 (meters)                     GEOID18
 DO1854  DYNAMIC HEIGHT  -         33.016 (meters)      108.32  (feet) COMP
 DO1854  MODELED GRAVITY -    979,151.5   (mgal)                       NAVD 88
 DO1854
 DO1854  VERT ORDER      -  FIRST     CLASS II
 DO1854
 DO1854.The horizontal coordinates were established by autonomous hand held GPS
 DO1854.observations and have an estimated accuracy of +/- 10 meters.
 DO1854
 DO1854.The orthometric height was determined by differential leveling and
 DO1854.adjusted by the NATIONAL GEODETIC SURVEY
 DO1854.in December 2012.
 DO1854
 DO1854.No vertical observational check was made to the station.
 DO1854
 DO1854.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1854.GEOID18 height accuracy estimate available here.
 DO1854
 DO1854.Click photographs - Photos may exist for this station.
 DO1854
 DO1854.The dynamic height is computed by dividing the NAVD 88
 DO1854.geopotential number by the normal gravity value computed on the
 DO1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1854.degrees latitude (g = 980.6199 gals.).
 DO1854
 DO1854.The modeled gravity was interpolated from observed gravity values.
 DO1854
 DO1854;                    North         East    Units  Estimated Accuracy
 DO1854;SPC FL W     -   395,838.      241,893.      MT  (+/- 10 meters HH2 GPS)
 DO1854
 DO1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4346986894(NAD 83)
 DO1854
 DO1854                          SUPERSEDED SURVEY CONTROL
 DO1854
 DO1854.No superseded survey control is available for this station.
 DO1854
 DO1854_MARKER: DD = SURVEY DISK
 DO1854_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1854_STAMPING: 25351 B 2011
 DO1854_MARK LOGO: SWFWMD
 DO1854_PROJECTION: RECESSED 10 CENTIMETERS
 DO1854_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1854+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2018
 DO1854_ROD/PIPE-DEPTH: 11.9 meters
 DO1854
 DO1854  HISTORY     - Date     Condition        Report By
 DO1854  HISTORY     - 20110707 MONUMENTED       FLDEP
 DO1854  HISTORY     - 20180918 GOOD             SWFWMD
 DO1854
 DO1854                          STATION DESCRIPTION
 DO1854
 DO1854'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1854'THE MARK IS ABOUT 7.2 MI (11.6 KM) WEST-NORTHWEST OF HESPERIDES, 6.0
 DO1854'MI (9.7 KM) NORTH-NORTHWEST OF BABSON PARK, 0.8 MI (1.3 KM)
 DO1854'EAST-NORTHEAST OF LAKE WALES, IN SECTION 1, TOWNSHIP 30 SOUTH, RANGE
 DO1854'27 EAST.
 DO1854'
 DO1854'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1854'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.45 MI (0.7 KM)
 DO1854'TO THE JUNCTION OF WETMORE STREET ON THE LEFT AND POLK AVENUE ON THE
 DO1854'LEFT.  TURN LEFT ON POLK AVENUE AND GO EAST FOR 0.6 MI (1.0 KM) TO THE
 DO1854'T-JUNCTION OF SOUTH LAKESHORE BOULEVARD.  TURN LEFT ON SOUTH LAKESHORE
 DO1854'BOULEVARD (BECOMING NORTH LAKESHORE BOULEVARD) AND GO NORTH FOR 0.95
 DO1854'MI (1.5 KM) TO THE JUNCTION OF A BOAT RAMP ENTRANCE ROAD ON THE RIGHT.
 DO1854'TURN RIGHT ON THE ENTRANCE ROAD AND GO SOUTH FOR 0.1 MI (0.2 KM) TO
 DO1854'THE NORTH SHORELINE OF LAKE WALES, A STAFF GAUGE AND THE MARK ON THE
 DO1854'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.2 FT (11.9
 DO1854'M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DO1854'PIPE RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DO1854'2.0 FT (0.6 M) BELOW THE LEVEL OF A PAVED BIKE PATH.
 DO1854'
 DO1854'LOCATED 135.9 FT (41.4 M) WEST OF THE APPROXIMATE CENTERLINE OF A BOAT
 DO1854'RAMP, 124.2 FT (37.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A PAVED
 DO1854'BIKE PATH, 114.0 FT (34.7 M) EAST OF SURVEY MARK 25351 A AND 1.3 FT
 DO1854'(0.4 M) NORTH OF A CARSONITE WITNESS POST.
 DO1854'
 DO1854'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1854'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO1854
 DO1854                          STATION RECOVERY (2018)
 DO1854
 DO1854'RECOVERY NOTE BY SW FL WTR MGMT DIST 2018 (WJO)
 DO1854'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1855 ***********************************************************************
 DO1855  DESIGNATION -  25353 A
 DO1855  PID         -  DO1855
 DO1855  STATE/COUNTY-  FL/POLK
 DO1855  COUNTRY     -  US
 DO1855  USGS QUAD   -  LAKE WALES (2018)
 DO1855
 DO1855                         *CURRENT SURVEY CONTROL
 DO1855  ______________________________________________________________________
 DO1855* NAD 83(1986) POSITION- 27 54 36.2    (N) 081 34 55.9    (W)   HD_HELD2
 DO1855* NAVD 88 ORTHO HEIGHT -    35.144 (meters)      115.30  (feet) ADJUSTED
 DO1855  ______________________________________________________________________
 DO1855  GEOID HEIGHT    -        -26.574 (meters)                     GEOID18
 DO1855  DYNAMIC HEIGHT  -         35.091 (meters)      115.13  (feet) COMP
 DO1855  MODELED GRAVITY -    979,152.0   (mgal)                       NAVD 88
 DO1855
 DO1855  VERT ORDER      -  FIRST     CLASS II
 DO1855
 DO1855.The horizontal coordinates were established by autonomous hand held GPS
 DO1855.observations and have an estimated accuracy of +/- 10 meters.
 DO1855
 DO1855.The orthometric height was determined by differential leveling and
 DO1855.adjusted by the NATIONAL GEODETIC SURVEY
 DO1855.in December 2012.
 DO1855
 DO1855.No vertical observational check was made to the station.
 DO1855
 DO1855.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1855.GEOID18 height accuracy estimate available here.
 DO1855
 DO1855.Click photographs - Photos may exist for this station.
 DO1855
 DO1855.The dynamic height is computed by dividing the NAVD 88
 DO1855.geopotential number by the normal gravity value computed on the
 DO1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1855.degrees latitude (g = 980.6199 gals.).
 DO1855
 DO1855.The modeled gravity was interpolated from observed gravity values.
 DO1855
 DO1855;                    North         East    Units  Estimated Accuracy
 DO1855;SPC FL W     -   396,312.      241,128.      MT  (+/- 10 meters HH2 GPS)
 DO1855
 DO1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4270987375(NAD 83)
 DO1855
 DO1855                          SUPERSEDED SURVEY CONTROL
 DO1855
 DO1855.No superseded survey control is available for this station.
 DO1855
 DO1855_MARKER: DD = SURVEY DISK
 DO1855_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1855_STAMPING: 25353 A 2011
 DO1855_MARK LOGO: SWFWMD
 DO1855_PROJECTION: RECESSED 5 CENTIMETERS
 DO1855_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1855+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2011
 DO1855_ROD/PIPE-DEPTH: 10.9 meters
 DO1855
 DO1855  HISTORY     - Date     Condition        Report By
 DO1855  HISTORY     - 20110708 MONUMENTED       FLDEP
 DO1855
 DO1855                          STATION DESCRIPTION
 DO1855
 DO1855'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1855'THE MARK IS ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF HESPERIDES, 6.5
 DO1855'MI (10.5 KM) NORTHWEST OF BABSON PARK, 0.7 MI (1.1 KM) NORTH-NORTHEAST
 DO1855'OF LAKE WALES, IN SECTION 35, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO1855'
 DO1855'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1855'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.45 MI (0.7 KM)
 DO1855'TO THE JUNCTION OF WETMORE STREET ON THE LEFT AND POLK AVENUE ON THE
 DO1855'LEFT.  TURN LEFT ON POLK AVENUE AND GO EAST FOR 0.6 MI (1.0 KM) TO THE
 DO1855'T-JUNCTION OF SOUTH LAKESHORE BOULEVARD.  TURN LEFT ON SOUTH LAKESHORE
 DO1855'BOULEVARD (BECOMING NORTH LAKESHORE BOULEVARD) AND GO NORTH FOR 0.55
 DO1855'MI (0.9 KM) TO THE JUNCTION OF NORTH WALES DRIVE ON THE LEFT.  TURN
 DO1855'LEFT ON NORTH WALES DRIVE AND GO NORTH FOR 0.45 MI (0.7 KM) TO THE
 DO1855'JUNCTION OF NORTH AVENUE ON THE LEFT, A SMALL PARKING AREA ON THE
 DO1855'RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DO1855'A DEPTH OF 35.7 FT (10.9 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED
 DO1855'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO1855'THE GROUND AND ABOUT 6.0 FT (1.8 M) BELOW THE LEVEL OF A NORTH WALES
 DO1855'DRIVE.
 DO1855'
 DO1855'LOCATED 118.8 FT (36.2 M) SOUTH-SOUTHWEST OF SURVEY MARK 25353 B,
 DO1855'102.2 FT (31.2 M) EAST OF THE APPROXIMATE CENTERLINE OF NORTH WALES
 DO1855'DRIVE, 5.1 FT (1.6 M) EAST OF THE EAST EDGE OF THE PARKING LOT AND 1.5
 DO1855'FT (0.5 M) EAST OF A CARSONITE WITNESS POST.
 DO1855'
 DO1855'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1855'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1856 ***********************************************************************
 DO1856  DESIGNATION -  25353 B
 DO1856  PID         -  DO1856
 DO1856  STATE/COUNTY-  FL/POLK
 DO1856  COUNTRY     -  US
 DO1856  USGS QUAD   -  LAKE WALES (2018)
 DO1856
 DO1856                         *CURRENT SURVEY CONTROL
 DO1856  ______________________________________________________________________
 DO1856* NAD 83(1986) POSITION- 27 54 37.4    (N) 081 34 55.6    (W)   HD_HELD2
 DO1856* NAVD 88 ORTHO HEIGHT -    34.586 (meters)      113.47  (feet) ADJUSTED
 DO1856  ______________________________________________________________________
 DO1856  GEOID HEIGHT    -        -26.575 (meters)                     GEOID18
 DO1856  DYNAMIC HEIGHT  -         34.534 (meters)      113.30  (feet) COMP
 DO1856  MODELED GRAVITY -    979,152.1   (mgal)                       NAVD 88
 DO1856
 DO1856  VERT ORDER      -  FIRST     CLASS II
 DO1856
 DO1856.The horizontal coordinates were established by autonomous hand held GPS
 DO1856.observations and have an estimated accuracy of +/- 10 meters.
 DO1856
 DO1856.The orthometric height was determined by differential leveling and
 DO1856.adjusted by the NATIONAL GEODETIC SURVEY
 DO1856.in December 2012.
 DO1856
 DO1856.No vertical observational check was made to the station.
 DO1856
 DO1856.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1856.GEOID18 height accuracy estimate available here.
 DO1856
 DO1856.Click photographs - Photos may exist for this station.
 DO1856
 DO1856.The dynamic height is computed by dividing the NAVD 88
 DO1856.geopotential number by the normal gravity value computed on the
 DO1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1856.degrees latitude (g = 980.6199 gals.).
 DO1856
 DO1856.The modeled gravity was interpolated from observed gravity values.
 DO1856
 DO1856;                    North         East    Units  Estimated Accuracy
 DO1856;SPC FL W     -   396,349.      241,136.      MT  (+/- 10 meters HH2 GPS)
 DO1856
 DO1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4271787411(NAD 83)
 DO1856
 DO1856                          SUPERSEDED SURVEY CONTROL
 DO1856
 DO1856.No superseded survey control is available for this station.
 DO1856
 DO1856_MARKER: DD = SURVEY DISK
 DO1856_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1856_STAMPING: 25353 B 2011
 DO1856_MARK LOGO: SWFWMD
 DO1856_PROJECTION: RECESSED 3 CENTIMETERS
 DO1856_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1856+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2011
 DO1856_ROD/PIPE-DEPTH: 10.5 meters
 DO1856
 DO1856  HISTORY     - Date     Condition        Report By
 DO1856  HISTORY     - 20110708 MONUMENTED       FLDEP
 DO1856
 DO1856                          STATION DESCRIPTION
 DO1856
 DO1856'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1856'THE MARK IS ABOUT 7.7 MI (12.4 KM) WEST-NORTHWEST OF HESPERIDES, 6.5
 DO1856'MI (10.5 KM) NORTHWEST OF BABSON PARK, 0.7 MI (1.1 KM) NORTH-NORTHEAST
 DO1856'OF LAKE WALES, IN SECTION 35, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DO1856'
 DO1856'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1856'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.45 MI (0.7 KM)
 DO1856'TO THE JUNCTION OF WETMORE STREET ON THE LEFT AND POLK AVENUE ON THE
 DO1856'LEFT.  TURN LEFT ON POLK AVENUE AND GO EAST FOR 0.6 MI (1.0 KM) TO THE
 DO1856'T-JUNCTION OF SOUTH LAKESHORE BOULEVARD.  TURN LEFT ON SOUTH LAKESHORE
 DO1856'BOULEVARD (BECOMING NORTH LAKESHORE BOULEVARD) AND GO NORTH FOR 0.55
 DO1856'MI (0.9 KM) TO THE JUNCTION OF NORTH WALES DRIVE ON THE LEFT.  TURN
 DO1856'LEFT ON NORTH WALES DRIVE AND GO NORTH FOR 0.45 MI (0.7 KM) TO THE
 DO1856'JUNCTION OF NORTH AVENUE ON THE LEFT, A SMALL PARKING AREA ON THE
 DO1856'RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DO1856'A DEPTH OF 34.6 FT (10.5 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED
 DO1856'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL
 DO1856'OF THE GROUND AND ABOUT 5.0 FT (1.5 M) BELOW THE LEVEL OF A NORTH
 DO1856'WALES DRIVE LOCATED 118.8 FT (36.2 M) NORTH-NORTHEAST OF SURVEY MARK
 DO1856'25353 A, 109.4 FT (33.3 M) EAST OF THE APPROXIMATE CENTERLINE OF NORTH
 DO1856'WALES DRIVE 57.5 FT (17.5 M) EAST OF THE NORTHEAST CORNER OF A PAVED
 DO1856'BIKE PATH AND 1.5 FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
 DO1856'
 DO1856'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1856'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1857 ***********************************************************************
 DO1857  DESIGNATION -  25355 A
 DO1857  PID         -  DO1857
 DO1857  STATE/COUNTY-  FL/POLK
 DO1857  COUNTRY     -  US
 DO1857  USGS QUAD   -  LAKE WALES (2018)
 DO1857
 DO1857                         *CURRENT SURVEY CONTROL
 DO1857  ______________________________________________________________________
 DO1857* NAD 83(1986) POSITION- 27 53 47.7    (N) 081 33 58.5    (W)   HD_HELD2
 DO1857* NAVD 88 ORTHO HEIGHT -    59.632 (meters)      195.64  (feet) ADJUSTED
 DO1857  ______________________________________________________________________
 DO1857  GEOID HEIGHT    -        -26.576 (meters)                     GEOID18
 DO1857  DYNAMIC HEIGHT  -         59.543 (meters)      195.35  (feet) COMP
 DO1857  MODELED GRAVITY -    979,150.6   (mgal)                       NAVD 88
 DO1857
 DO1857  VERT ORDER      -  FIRST     CLASS II
 DO1857
 DO1857.The horizontal coordinates were established by autonomous hand held GPS
 DO1857.observations and have an estimated accuracy of +/- 10 meters.
 DO1857
 DO1857.The orthometric height was determined by differential leveling and
 DO1857.adjusted by the NATIONAL GEODETIC SURVEY
 DO1857.in December 2012.
 DO1857
 DO1857.No vertical observational check was made to the station.
 DO1857
 DO1857.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1857.GEOID18 height accuracy estimate available here.
 DO1857
 DO1857.Click photographs - Photos may exist for this station.
 DO1857
 DO1857.The dynamic height is computed by dividing the NAVD 88
 DO1857.geopotential number by the normal gravity value computed on the
 DO1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1857.degrees latitude (g = 980.6199 gals.).
 DO1857
 DO1857.The modeled gravity was interpolated from observed gravity values.
 DO1857
 DO1857;                    North         East    Units  Estimated Accuracy
 DO1857;SPC FL W     -   394,825.      242,703.      MT  (+/- 10 meters HH2 GPS)
 DO1857
 DO1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4427185875(NAD 83)
 DO1857
 DO1857                          SUPERSEDED SURVEY CONTROL
 DO1857
 DO1857.No superseded survey control is available for this station.
 DO1857
 DO1857_MARKER: DD = SURVEY DISK
 DO1857_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1857_STAMPING: 25355 A 2011
 DO1857_MARK LOGO: SWFWMD
 DO1857_PROJECTION: FLUSH
 DO1857_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1857_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1857+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2011
 DO1857_ROD/PIPE-DEPTH: 18.3 meters
 DO1857
 DO1857  HISTORY     - Date     Condition        Report By
 DO1857  HISTORY     - 20110708 MONUMENTED       FLDEP
 DO1857
 DO1857                          STATION DESCRIPTION
 DO1857
 DO1857'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1857'THE MARK IS AT HILLCREST ELEMENTARY SCHOOL ABOUT 1.3 MI (2.1 KM)
 DO1857'EAST-SOUTHEAST OF LAKE WALES, IN SECTION 1, TOWNSHIP 30 SOUTH, RANGE
 DO1857'27 EAST.
 DO1857'
 DO1857'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1857'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 2.0 MI (3.2 KM) TO
 DO1857'THE JUNCTION OF MARIETTA STREET ON THE LEFT.  TURN LEFT ON MARIETTA
 DO1857'STREET AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE NORTHWEST ENTRANCE GATE
 DO1857'FOR THE HILLCREST ELEMENTARY SCHOOL GROUNDS ON THE RIGHT.  TURN RIGHT
 DO1857'ON THE ENTRANCE ROAD AND GO NORTHEAST ALONG THE SCHOOLS NORTH FENCE
 DO1857'LINE FOR 0.15 MI (0.2 KM) TO THE NORTHEAST PROPERTY CORNER, A WELL
 DO1857'SITE AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO1857'60.2 FT (18.3 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A
 DO1857'4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE WELL
 DO1857'SITE.
 DO1857'
 DO1857'LOCATED 25.2 FT (7.7 M) EAST OF SURVEY MARK 25355 B, 18.5 FT (5.6 M)
 DO1857'NORTH-NORTHEAST OF WELL HEAD 25355, 3.0 FT (0.9 M) SOUTHWEST OF THE
 DO1857'NORTHEAST CHAIN LINK FENCE CORNER POST, 2.0 FT (0.6 M) SOUTHWEST OF A
 DO1857'CARSONITE WITNESS POST AND 1.7 FT (0.5 M) SOUTH OF A CHAIN LINK FENCE.
 DO1857'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1857'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1858 ***********************************************************************
 DO1858  DESIGNATION -  25355 B
 DO1858  PID         -  DO1858
 DO1858  STATE/COUNTY-  FL/POLK
 DO1858  COUNTRY     -  US
 DO1858  USGS QUAD   -  LAKE WALES (2018)
 DO1858
 DO1858                         *CURRENT SURVEY CONTROL
 DO1858  ______________________________________________________________________
 DO1858* NAD 83(1986) POSITION- 27 53 48.2    (N) 081 33 58.8    (W)   HD_HELD2
 DO1858* NAVD 88 ORTHO HEIGHT -    59.748 (meters)      196.02  (feet) ADJUSTED
 DO1858  ______________________________________________________________________
 DO1858  GEOID HEIGHT    -        -26.576 (meters)                     GEOID18
 DO1858  DYNAMIC HEIGHT  -         59.659 (meters)      195.73  (feet) COMP
 DO1858  MODELED GRAVITY -    979,150.6   (mgal)                       NAVD 88
 DO1858
 DO1858  VERT ORDER      -  FIRST     CLASS II
 DO1858
 DO1858.The horizontal coordinates were established by autonomous hand held GPS
 DO1858.observations and have an estimated accuracy of +/- 10 meters.
 DO1858
 DO1858.The orthometric height was determined by differential leveling and
 DO1858.adjusted by the NATIONAL GEODETIC SURVEY
 DO1858.in December 2012.
 DO1858
 DO1858.No vertical observational check was made to the station.
 DO1858
 DO1858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1858.GEOID18 height accuracy estimate available here.
 DO1858
 DO1858.Click photographs - Photos may exist for this station.
 DO1858
 DO1858.The dynamic height is computed by dividing the NAVD 88
 DO1858.geopotential number by the normal gravity value computed on the
 DO1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1858.degrees latitude (g = 980.6199 gals.).
 DO1858
 DO1858.The modeled gravity was interpolated from observed gravity values.
 DO1858
 DO1858;                    North         East    Units  Estimated Accuracy
 DO1858;SPC FL W     -   394,840.      242,695.      MT  (+/- 10 meters HH2 GPS)
 DO1858
 DO1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4426385890(NAD 83)
 DO1858
 DO1858                          SUPERSEDED SURVEY CONTROL
 DO1858
 DO1858.No superseded survey control is available for this station.
 DO1858
 DO1858_MARKER: DD = SURVEY DISK
 DO1858_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1858_STAMPING: 25355 B 2011
 DO1858_MARK LOGO: SWFWMD
 DO1858_PROJECTION: FLUSH
 DO1858_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1858+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2011
 DO1858_ROD/PIPE-DEPTH: 18.3 meters
 DO1858
 DO1858  HISTORY     - Date     Condition        Report By
 DO1858  HISTORY     - 20110708 MONUMENTED       FLDEP
 DO1858
 DO1858                          STATION DESCRIPTION
 DO1858
 DO1858'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1858'THE MARK IS AT HILLCREST ELEMENTARY SCHOOL ABOUT 1.3 MI (2.1 KM)
 DO1858'EAST-SOUTHEAST OF LAKE WALES, IN SECTION 1, TOWNSHIP 30 SOUTH, RANGE
 DO1858'27 EAST.
 DO1858'
 DO1858'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1858'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 2.0 MI (3.2 KM) TO
 DO1858'THE JUNCTION OF MARIETTA STREET ON THE LEFT.  TURN LEFT ON MARIETTA
 DO1858'STREET AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE NORTHWEST ENTRANCE GATE
 DO1858'FOR THE HILLCREST ELEMENTARY SCHOOL GROUNDS ON THE RIGHT.  TURN RIGHT
 DO1858'ON THE ENTRANCE ROAD AND GO NORTHEAST ALONG THE SCHOOLS NORTH FENCE
 DO1858'LINE FOR 0.15 MI (0.2 KM) TO THE NORTHEAST PROPERTY CORNER, A WELL
 DO1858'SITE AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO1858'60.2 FT (18.3 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A
 DO1858'4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE WELL
 DO1858'SITE.
 DO1858'
 DO1858'LOCATED 25.2 FT (7.7 M) WEST OF SURVEY MARK 25355 A, 18.5 FT (5.6 M)
 DO1858'NORTH-NORTHWEST OF WELL HEAD 25356, 1.8 FT (0.5 M) SOUTHEAST OF THE
 DO1858'NORTHEAST CHAIN LINK FENCE CORNER POST, 1.4 FT (0.4 M) SOUTH OF A
 DO1858'CHAIN LINK FENCE AND 1.2 FT (0.4 M) SOUTHEAST OF A CARSONITE WITNESS
 DO1858'POST.
 DO1858'
 DO1858'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1858'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8927 ***********************************************************************
 DO8927  DESIGNATION -  25357 A
 DO8927  PID         -  DO8927
 DO8927  STATE/COUNTY-  FL/POLK
 DO8927  COUNTRY     -  US
 DO8927  USGS QUAD   -  DUNDEE (2018)
 DO8927
 DO8927                         *CURRENT SURVEY CONTROL
 DO8927  ______________________________________________________________________
 DO8927* NAD 83(1986) POSITION- 28 02 53.4    (N) 081 35 27.9    (W)   HD_HELD2
 DO8927* NAVD 88 ORTHO HEIGHT -    38.557 (meters)      126.50  (feet) ADJUSTED
 DO8927  ______________________________________________________________________
 DO8927  GEOID HEIGHT    -        -26.996 (meters)                     GEOID18
 DO8927  DYNAMIC HEIGHT  -         38.499 (meters)      126.31  (feet) COMP
 DO8927  MODELED GRAVITY -    979,151.6   (mgal)                       NAVD 88
 DO8927
 DO8927  VERT ORDER      -  FIRST     CLASS II
 DO8927
 DO8927.The horizontal coordinates were established by autonomous hand held GPS
 DO8927.observations and have an estimated accuracy of +/- 10 meters.
 DO8927
 DO8927.The orthometric height was determined by differential leveling and
 DO8927.adjusted by the NATIONAL GEODETIC SURVEY
 DO8927.in December 2013.
 DO8927
 DO8927.No vertical observational check was made to the station.
 DO8927
 DO8927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8927.GEOID18 height accuracy estimate available here.
 DO8927
 DO8927.Click photographs - Photos may exist for this station.
 DO8927
 DO8927.The dynamic height is computed by dividing the NAVD 88
 DO8927.geopotential number by the normal gravity value computed on the
 DO8927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8927.degrees latitude (g = 980.6199 gals.).
 DO8927
 DO8927.The modeled gravity was interpolated from observed gravity values.
 DO8927
 DO8927;                    North         East    Units  Estimated Accuracy
 DO8927;SPC FL W     -   411,614.      240,202.      MT  (+/- 10 meters HH2 GPS)
 DO8927
 DO8927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4190802678(NAD 83)
 DO8927
 DO8927                          SUPERSEDED SURVEY CONTROL
 DO8927
 DO8927.No superseded survey control is available for this station.
 DO8927
 DO8927_MARKER: DD = SURVEY DISK
 DO8927_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8927_STAMPING: 25357 A 2012
 DO8927_MARK LOGO: SWFWMD
 DO8927_PROJECTION: FLUSH
 DO8927_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8927+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2012
 DO8927_ROD/PIPE-DEPTH: 12.1 meters
 DO8927
 DO8927  HISTORY     - Date     Condition        Report By
 DO8927  HISTORY     - 20120721 MONUMENTED       FLDEP
 DO8927
 DO8927                          STATION DESCRIPTION
 DO8927
 DO8927'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8927'THE MARK IS ABOUT 8.9 MI (14.3 KM) EAST-NORTHEAST OF WINTER HAVEN, 7.8
 DO8927'MI (12.6 KM) SOUTH OF DAVENPORT, 2.5 MI (4.0 KM) NORTHEAST OF DUNDEE,
 DO8927'IN SECTION 14, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DO8927'
 DO8927'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 546 (KOKOMO
 DO8927'ROAD) AND STATE ROAD 17 IN LAKE HAMILTON, GO SOUTH ON STATE ROAD 17
 DO8927'FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF WATER TANK ROAD ON THE LEFT.
 DO8927'TURN LEFT ON WATER TANK ROAD AND GO EAST FOR 1.75 MI (2.8 KM) TO THE
 DO8927'JUNCTION OF DORSEY LANE ON THE LEFT AND THE MARK ON THE LEFT, AN
 DO8927'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.7 FT (12.1 M) WITH AN
 DO8927'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO8927'WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF WATER TANK
 DO8927'ROAD.
 DO8927'
 DO8927'LOCATED 58.6 FT (17.9 M) WEST OF SURVEY MARK 25357 B, 57.7 FT (17.6 M)
 DO8927'WEST OF A WELL HEAD, 25.0 FT (7.6 M) NORTH OF THE APPROXIMATE
 DO8927'CENTERLINE OF WATER TANK ROAD, 13.6 FT (4.1 M) EAST OF THE APPROXIMATE
 DO8927'CENTERLINE OF DORSEY LANE AND 1.8 FT (0.5 M) SOUTH OF A CARSONITE
 DO8927'WITNESS POST.
 DO8927'
 DO8927'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8927'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8928 ***********************************************************************
 DO8928  DESIGNATION -  25357 B
 DO8928  PID         -  DO8928
 DO8928  STATE/COUNTY-  FL/POLK
 DO8928  COUNTRY     -  US
 DO8928  USGS QUAD   -  DUNDEE (2018)
 DO8928
 DO8928                         *CURRENT SURVEY CONTROL
 DO8928  ______________________________________________________________________
 DO8928* NAD 83(1986) POSITION- 28 02 53.4    (N) 081 35 27.4    (W)   HD_HELD2
 DO8928* NAVD 88 ORTHO HEIGHT -    37.932 (meters)      124.45  (feet) ADJUSTED
 DO8928  ______________________________________________________________________
 DO8928  GEOID HEIGHT    -        -26.996 (meters)                     GEOID18
 DO8928  DYNAMIC HEIGHT  -         37.875 (meters)      124.26  (feet) COMP
 DO8928  MODELED GRAVITY -    979,151.6   (mgal)                       NAVD 88
 DO8928
 DO8928  VERT ORDER      -  FIRST     CLASS II
 DO8928
 DO8928.The horizontal coordinates were established by autonomous hand held GPS
 DO8928.observations and have an estimated accuracy of +/- 10 meters.
 DO8928
 DO8928.The orthometric height was determined by differential leveling and
 DO8928.adjusted by the NATIONAL GEODETIC SURVEY
 DO8928.in December 2013.
 DO8928
 DO8928.No vertical observational check was made to the station.
 DO8928
 DO8928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8928.GEOID18 height accuracy estimate available here.
 DO8928
 DO8928.Click photographs - Photos may exist for this station.
 DO8928
 DO8928.The dynamic height is computed by dividing the NAVD 88
 DO8928.geopotential number by the normal gravity value computed on the
 DO8928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8928.degrees latitude (g = 980.6199 gals.).
 DO8928
 DO8928.The modeled gravity was interpolated from observed gravity values.
 DO8928
 DO8928;                    North         East    Units  Estimated Accuracy
 DO8928;SPC FL W     -   411,614.      240,215.      MT  (+/- 10 meters HH2 GPS)
 DO8928
 DO8928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4192202678(NAD 83)
 DO8928
 DO8928                          SUPERSEDED SURVEY CONTROL
 DO8928
 DO8928.No superseded survey control is available for this station.
 DO8928
 DO8928_MARKER: DD = SURVEY DISK
 DO8928_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8928_STAMPING: 25357 B 2012
 DO8928_MARK LOGO: SWFWMD
 DO8928_PROJECTION: FLUSH
 DO8928_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8928_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8928+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2012
 DO8928_ROD/PIPE-DEPTH: 13.5 meters
 DO8928
 DO8928  HISTORY     - Date     Condition        Report By
 DO8928  HISTORY     - 20120721 MONUMENTED       FLDEP
 DO8928
 DO8928                          STATION DESCRIPTION
 DO8928
 DO8928'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8928'THE MARK IS ABOUT 8.9 MI (14.3 KM) EAST-NORTHEAST OF WINTER HAVEN, 7.8
 DO8928'MI (12.6 KM) SOUTH OF DAVENPORT, 2.5 MI (4.0 KM) NORTHEAST OF DUNDEE,
 DO8928'IN SECTION 14, TOWNSHIP 28 SOUTH, RANGE 27 EAST.
 DO8928'
 DO8928'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 546 (KOKOMO
 DO8928'ROAD) AND STATE ROAD 17 IN LAKE HAMILTON, GO SOUTH ON STATE ROAD 17
 DO8928'FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF WATER TANK ROAD ON THE LEFT.
 DO8928'TURN LEFT ON WATER TANK ROAD AND GO EAST FOR 1.75 MI (2.8 KM) TO THE
 DO8928'JUNCTION OF DORSEY LANE ON THE LEFT AND THE MARK ON THE LEFT, AN
 DO8928'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 44.3 FT (13.5 M) WITH AN
 DO8928'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO8928'WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF WATER TANK
 DO8928'ROAD.
 DO8928'
 DO8928'LOCATED 71.3 FT (21.7 M) EAST OF THE APPROXIMATE CENTERLINE OF DORSEY
 DO8928'LANE, 58.6 FT (17.9 M) EAST OF SURVEY MARK 25357 A, 19.5 FT (5.9 M)
 DO8928'NORTH OF THE APPROXIMATE CENTERLINE OF WATER TANK ROAD, 4.0 FT (1.2 M)
 DO8928'SOUTH OF A WELL HEAD AND 1.7 FT (0.5 M) SOUTH OF A CARSONITE WITNESS
 DO8928'POST.
 DO8928'
 DO8928'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8928'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8978 ***********************************************************************
 DO8978  DESIGNATION -  25362 A
 DO8978  PID         -  DO8978
 DO8978  STATE/COUNTY-  FL/POLK
 DO8978  COUNTRY     -  US
 DO8978  USGS QUAD   -  ELOISE (2018)
 DO8978
 DO8978                         *CURRENT SURVEY CONTROL
 DO8978  ______________________________________________________________________
 DO8978* NAD 83(1986) POSITION- 27 59 58.4    (N) 081 39 47.6    (W)   HD_HELD2
 DO8978* NAVD 88 ORTHO HEIGHT -    40.319 (meters)      132.28  (feet) ADJUSTED
 DO8978  ______________________________________________________________________
 DO8978  GEOID HEIGHT    -        -26.674 (meters)                     GEOID18
 DO8978  DYNAMIC HEIGHT  -         40.258 (meters)      132.08  (feet) COMP
 DO8978  MODELED GRAVITY -    979,156.3   (mgal)                       NAVD 88
 DO8978
 DO8978  VERT ORDER      -  FIRST     CLASS II
 DO8978
 DO8978.The horizontal coordinates were established by autonomous hand held GPS
 DO8978.observations and have an estimated accuracy of +/- 10 meters.
 DO8978
 DO8978.The orthometric height was determined by differential leveling and
 DO8978.adjusted by the NATIONAL GEODETIC SURVEY
 DO8978.in December 2013.
 DO8978
 DO8978.No vertical observational check was made to the station.
 DO8978
 DO8978.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8978.GEOID18 height accuracy estimate available here.
 DO8978
 DO8978.Click photographs - Photos may exist for this station.
 DO8978
 DO8978.The dynamic height is computed by dividing the NAVD 88
 DO8978.geopotential number by the normal gravity value computed on the
 DO8978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8978.degrees latitude (g = 980.6199 gals.).
 DO8978
 DO8978.The modeled gravity was interpolated from observed gravity values.
 DO8978
 DO8978;                    North         East    Units  Estimated Accuracy
 DO8978;SPC FL W     -   406,205.      233,124.      MT  (+/- 10 meters HH2 GPS)
 DO8978
 DO8978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3478997330(NAD 83)
 DO8978
 DO8978                          SUPERSEDED SURVEY CONTROL
 DO8978
 DO8978.No superseded survey control is available for this station.
 DO8978
 DO8978_MARKER: DD = SURVEY DISK
 DO8978_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8978_STAMPING: 25362 A 2012
 DO8978_MARK LOGO: SWFWMD
 DO8978_PROJECTION: RECESSED 5 CENTIMETERS
 DO8978_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8978+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2012
 DO8978_ROD/PIPE-DEPTH: 4.8 meters
 DO8978
 DO8978  HISTORY     - Date     Condition        Report By
 DO8978  HISTORY     - 20120812 MONUMENTED       FLDEP
 DO8978
 DO8978                          STATION DESCRIPTION
 DO8978
 DO8978'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8978'THE MARK IS ABOUT 4.6 MI (7.4 KM) EAST OF ELOISE, 4.5 MI (7.2 KM)
 DO8978'EAST-SOUTHEAST OF WINTER HAVEN, 3.1 MI (5.0 KM) WEST-SOUTHWEST OF
 DO8978'DUNDEE, IN SECTION 36, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO8978'
 DO8978'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO8978'ROAD 540 (CYPRESS GARDENS BOULEVARD) IN WINTER HAVEN, GO EAST AND
 DO8978'SOUTH ON COUNTY ROAD 540 (CYPRESS GARDENS BOULEVARD) FOR 2.9 MI (4.7
 DO8978'KM) TO THE JUNCTION OF CYPRESS GARDENS ROAD SOUTHEAST ON THE LEFT.
 DO8978'TURN LEFT ON CYPRESS GARDENS ROAD SOUTHEAST AND GO EAST FOR 0.95 MI
 DO8978'(1.5 KM) TO THE JUNCTION OF CYPRESS GARDENS ROAD SOUTHEAST ON THE
 DO8978'RIGHT AND LAKE NED ROAD STRAIGHT AHEAD.  CONTINUE EAST AND NORTH ON
 DO8978'LAKE NED ROAD FOR 0.85 MI (1.4 KM) TO THE JUNCTION OF COLEMAN DRIVE
 DO8978'EAST ON THE RIGHT.  TURN RIGHT ON COLEMAN DRIVE EAST AND GO SOUTH FOR
 DO8978'0.25 MI (0.4 KM) TO THE END OF THE ROAD AND THE MARK, AN ALUMINUM ROD
 DO8978'DRIVEN TO REFUSAL AT A DEPTH OF 15.7 FT (4.8 M) WITH AN ALUMINUM DISK
 DO8978'ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6
 DO8978'CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) ABOVE THE LEVEL
 DO8978'OF COLEMAN DRIVE EAST.
 DO8978'
 DO8978'LOCATED 56.4 FT (17.2 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 DO8978'CONCRETE BOAT LANDING, 45.9 FT (14.0 M) NORTHWEST OF SURVEY MARK 25362
 DO8978'B, 45.9 FT (14.0 M) WEST-NORTHWEST OF POWER POLE NUMBER 323248, 23.0
 DO8978'FT (7.0 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF COLEMAN
 DO8978'DRIVE EAST, 2.3 FT (0.7 M) NORTHEAST OF A 4.0 FT (1.2 M) TALL CHAIN
 DO8978'LINK FENCE AND 2.0 FT (0.6 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DO8978'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8978'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8979 ***********************************************************************
 DO8979  DESIGNATION -  25362 B
 DO8979  PID         -  DO8979
 DO8979  STATE/COUNTY-  FL/POLK
 DO8979  COUNTRY     -  US
 DO8979  USGS QUAD   -  ELOISE (2018)
 DO8979
 DO8979                         *CURRENT SURVEY CONTROL
 DO8979  ______________________________________________________________________
 DO8979* NAD 83(1986) POSITION- 27 59 58.1    (N) 081 39 47.2    (W)   HD_HELD2
 DO8979* NAVD 88 ORTHO HEIGHT -    39.689 (meters)      130.21  (feet) ADJUSTED
 DO8979  ______________________________________________________________________
 DO8979  GEOID HEIGHT    -        -26.674 (meters)                     GEOID18
 DO8979  DYNAMIC HEIGHT  -         39.630 (meters)      130.02  (feet) COMP
 DO8979  MODELED GRAVITY -    979,156.3   (mgal)                       NAVD 88
 DO8979
 DO8979  VERT ORDER      -  FIRST     CLASS II
 DO8979
 DO8979.The horizontal coordinates were established by autonomous hand held GPS
 DO8979.observations and have an estimated accuracy of +/- 10 meters.
 DO8979
 DO8979.The orthometric height was determined by differential leveling and
 DO8979.adjusted by the NATIONAL GEODETIC SURVEY
 DO8979.in December 2013.
 DO8979
 DO8979.No vertical observational check was made to the station.
 DO8979
 DO8979.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8979.GEOID18 height accuracy estimate available here.
 DO8979
 DO8979.Click photographs - Photos may exist for this station.
 DO8979
 DO8979.The dynamic height is computed by dividing the NAVD 88
 DO8979.geopotential number by the normal gravity value computed on the
 DO8979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8979.degrees latitude (g = 980.6199 gals.).
 DO8979
 DO8979.The modeled gravity was interpolated from observed gravity values.
 DO8979
 DO8979;                    North         East    Units  Estimated Accuracy
 DO8979;SPC FL W     -   406,196.      233,135.      MT  (+/- 10 meters HH2 GPS)
 DO8979
 DO8979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3480097321(NAD 83)
 DO8979
 DO8979                          SUPERSEDED SURVEY CONTROL
 DO8979
 DO8979.No superseded survey control is available for this station.
 DO8979
 DO8979_MARKER: DD = SURVEY DISK
 DO8979_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8979_STAMPING: 25362 B 2012
 DO8979_MARK LOGO: SWFWMD
 DO8979_PROJECTION: RECESSED 8 CENTIMETERS
 DO8979_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8979+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2012
 DO8979_ROD/PIPE-DEPTH: 18.2 meters
 DO8979
 DO8979  HISTORY     - Date     Condition        Report By
 DO8979  HISTORY     - 20120812 MONUMENTED       FLDEP
 DO8979
 DO8979                          STATION DESCRIPTION
 DO8979
 DO8979'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8979'THE MARK IS ABOUT 4.6 MI (7.4 KM) EAST OF ELOISE, 4.5 MI (7.2 KM)
 DO8979'EAST-SOUTHEAST OF WINTER HAVEN, 3.1 MI (5.0 KM) WEST-SOUTHWEST OF
 DO8979'DUNDEE, IN SECTION 36, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO8979'
 DO8979'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO8979'ROAD 540 (CYPRESS GARDENS BOULEVARD) IN WINTER HAVEN, GO EAST AND
 DO8979'SOUTH ON COUNTY ROAD 540 (CYPRESS GARDENS BOULEVARD) FOR 2.9 MI (4.7
 DO8979'KM) TO THE JUNCTION OF CYPRESS GARDENS ROAD SOUTHEAST ON THE LEFT.
 DO8979'TURN LEFT ON CYPRESS GARDENS ROAD SOUTHEAST AND GO EAST FOR 0.95 MI
 DO8979'(1.5 KM) TO THE JUNCTION OF CYPRESS GARDENS ROAD SOUTHEAST ON THE
 DO8979'RIGHT AND LAKE NED ROAD STRAIGHT AHEAD.  CONTINUE EAST AND NORTH ON
 DO8979'LAKE NED ROAD FOR 0.85 MI (1.4 KM) TO THE JUNCTION OF COLEMAN DRIVE
 DO8979'EAST ON THE RIGHT.  TURN RIGHT ON COLEMAN DRIVE EAST AND GO SOUTH FOR
 DO8979'0.25 MI (0.4 KM) TO THE END OF THE ROAD AND THE MARK, AN ALUMINUM ROD
 DO8979'DRIVEN TO REFUSAL AT A DEPTH OF 59.6 FT (18.2 M) WITH AN ALUMINUM DISK
 DO8979'ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.3 FT (9
 DO8979'CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) ABOVE THE LEVEL
 DO8979'OF COLEMAN DRIVE EAST.
 DO8979'
 DO8979'LOCATED 54.1 FT (16.5 M) SOUTHWEST OF POWER POLE NUMBER 323248, 45.9
 DO8979'FT (14.0 M) SOUTHEAST OF SURVEY MARK 25362 A, 19.8 FT (6.0 M)
 DO8979'SOUTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE BOAT LANDING, 2.0 FT
 DO8979'(0.6 M) NORTHEAST OF A 4.0 FT (1.2 M) TALL CHAIN LINK FENCE AND 1.4 FT
 DO8979'(0.4 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DO8979'
 DO8979'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8979'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8976 ***********************************************************************
 DO8976  DESIGNATION -  25363 A
 DO8976  PID         -  DO8976
 DO8976  STATE/COUNTY-  FL/POLK
 DO8976  COUNTRY     -  US
 DO8976  USGS QUAD   -  ELOISE (2018)
 DO8976
 DO8976                         *CURRENT SURVEY CONTROL
 DO8976  ______________________________________________________________________
 DO8976* NAD 83(1986) POSITION- 27 59 53.2    (N) 081 40 16.9    (W)   HD_HELD2
 DO8976* NAVD 88 ORTHO HEIGHT -    40.186 (meters)      131.84  (feet) ADJUSTED
 DO8976  ______________________________________________________________________
 DO8976  GEOID HEIGHT    -        -26.652 (meters)                     GEOID18
 DO8976  DYNAMIC HEIGHT  -         40.126 (meters)      131.65  (feet) COMP
 DO8976  MODELED GRAVITY -    979,156.6   (mgal)                       NAVD 88
 DO8976
 DO8976  VERT ORDER      -  FIRST     CLASS II
 DO8976
 DO8976.The horizontal coordinates were established by autonomous hand held GPS
 DO8976.observations and have an estimated accuracy of +/- 10 meters.
 DO8976
 DO8976.The orthometric height was determined by differential leveling and
 DO8976.adjusted by the NATIONAL GEODETIC SURVEY
 DO8976.in December 2013.
 DO8976
 DO8976.No vertical observational check was made to the station.
 DO8976
 DO8976.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8976.GEOID18 height accuracy estimate available here.
 DO8976
 DO8976.Click photographs - Photos may exist for this station.
 DO8976
 DO8976.The dynamic height is computed by dividing the NAVD 88
 DO8976.geopotential number by the normal gravity value computed on the
 DO8976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8976.degrees latitude (g = 980.6199 gals.).
 DO8976
 DO8976.The modeled gravity was interpolated from observed gravity values.
 DO8976
 DO8976;                    North         East    Units  Estimated Accuracy
 DO8976;SPC FL W     -   406,043.      232,324.      MT  (+/- 10 meters HH2 GPS)
 DO8976
 DO8976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3398897174(NAD 83)
 DO8976
 DO8976                          SUPERSEDED SURVEY CONTROL
 DO8976
 DO8976.No superseded survey control is available for this station.
 DO8976
 DO8976_MARKER: DD = SURVEY DISK
 DO8976_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8976_STAMPING: 25363 A 2012
 DO8976_MARK LOGO: SWFWMD
 DO8976_PROJECTION: RECESSED 5 CENTIMETERS
 DO8976_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8976_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8976+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2012
 DO8976_ROD/PIPE-DEPTH: 14.6 meters
 DO8976
 DO8976  HISTORY     - Date     Condition        Report By
 DO8976  HISTORY     - 20120812 MONUMENTED       FLDEP
 DO8976
 DO8976                          STATION DESCRIPTION
 DO8976
 DO8976'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8976'THE MARK IS ABOUT 4.1 MI (6.6 KM) EAST-SOUTHEAST OF WINTER HAVEN, 4.1
 DO8976'MI (6.6 KM) EAST OF ELOISE, 3.6 MI (5.8 KM) WEST-SOUTHWEST OF DUNDEE,
 DO8976'IN SECTION 36, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO8976'
 DO8976'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO8976'ROAD 540 (CYPRESS GARDENS BOULEVARD) IN WINTER HAVEN, GO EAST AND
 DO8976'SOUTH ON COUNTY ROAD 540 (CYPRESS GARDENS BOULEVARD) FOR 2.9 MI (4.7
 DO8976'KM) TO THE JUNCTION OF CYPRESS GARDENS ROAD SOUTHEAST ON THE LEFT.
 DO8976'TURN LEFT ON CYPRESS GARDENS ROAD SOUTHEAST AND GO EAST FOR 0.95 MI
 DO8976'(1.5 KM) TO THE JUNCTION OF CYPRESS GARDENS ROAD SOUTHEAST ON THE
 DO8976'RIGHT AND LAKE NED ROAD STRAIGHT AHEAD.  CONTINUE EAST ON LAKE NED
 DO8976'ROAD FOR 0.15 MI (0.2 KM) TO THE ENTRANCE ROAD TO THE NED LAKE BOAT
 DO8976'LANDING AND PARK AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO8976'REFUSAL AT A DEPTH OF 48, 0 FT WITH AN ALUMINUM DISK ATTACHED AND
 DO8976'INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW THE
 DO8976'LEVEL OF THE GROUND AND 0.3 FT (9 CM) BELOW THE LEVEL OF NED LAKE
 DO8976'ROAD.
 DO8976'
 DO8976'LOCATED 56.9 FT (17.3 M) WEST OF SURVEY MARK 25363 B, 54.2 FT (16.5 M)
 DO8976'NORTH OF A 40-INCH (102 CM) DIAMETER OAK TREE, 22.6 FT (6.9 M) EAST OF
 DO8976'THE APPROXIMATE CENTERLINE OF NED LAKE ROAD, 1.8 FT (0.5 M) SOUTHEAST
 DO8976'OF THE NORTHWEST CORNER OF A WOODEN FENCE AND 1.3 FT (0.4 M) SOUTH OF
 DO8976'A CARSONITE WITNESS POST.
 DO8976'
 DO8976'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8976'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8977 ***********************************************************************
 DO8977  DESIGNATION -  25363 B
 DO8977  PID         -  DO8977
 DO8977  STATE/COUNTY-  FL/POLK
 DO8977  COUNTRY     -  US
 DO8977  USGS QUAD   -  ELOISE (2018)
 DO8977
 DO8977                         *CURRENT SURVEY CONTROL
 DO8977  ______________________________________________________________________
 DO8977* NAD 83(1986) POSITION- 27 59 52.8    (N) 081 40 16.3    (W)   HD_HELD2
 DO8977* NAVD 88 ORTHO HEIGHT -    39.399 (meters)      129.26  (feet) ADJUSTED
 DO8977  ______________________________________________________________________
 DO8977  GEOID HEIGHT    -        -26.652 (meters)                     GEOID18
 DO8977  DYNAMIC HEIGHT  -         39.340 (meters)      129.07  (feet) COMP
 DO8977  MODELED GRAVITY -    979,156.6   (mgal)                       NAVD 88
 DO8977
 DO8977  VERT ORDER      -  FIRST     CLASS II
 DO8977
 DO8977.The horizontal coordinates were established by autonomous hand held GPS
 DO8977.observations and have an estimated accuracy of +/- 10 meters.
 DO8977
 DO8977.The orthometric height was determined by differential leveling and
 DO8977.adjusted by the NATIONAL GEODETIC SURVEY
 DO8977.in December 2013.
 DO8977
 DO8977.No vertical observational check was made to the station.
 DO8977
 DO8977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8977.GEOID18 height accuracy estimate available here.
 DO8977
 DO8977.Click photographs - Photos may exist for this station.
 DO8977
 DO8977.The dynamic height is computed by dividing the NAVD 88
 DO8977.geopotential number by the normal gravity value computed on the
 DO8977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8977.degrees latitude (g = 980.6199 gals.).
 DO8977
 DO8977.The modeled gravity was interpolated from observed gravity values.
 DO8977
 DO8977;                    North         East    Units  Estimated Accuracy
 DO8977;SPC FL W     -   406,031.      232,341.      MT  (+/- 10 meters HH2 GPS)
 DO8977
 DO8977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3400497162(NAD 83)
 DO8977
 DO8977                          SUPERSEDED SURVEY CONTROL
 DO8977
 DO8977.No superseded survey control is available for this station.
 DO8977
 DO8977_MARKER: DD = SURVEY DISK
 DO8977_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8977_STAMPING: 25363 B 2012
 DO8977_MARK LOGO: SWFWMD
 DO8977_PROJECTION: RECESSED 5 CENTIMETERS
 DO8977_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8977_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8977+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2012
 DO8977_ROD/PIPE-DEPTH: 14.6 meters
 DO8977
 DO8977  HISTORY     - Date     Condition        Report By
 DO8977  HISTORY     - 20120812 MONUMENTED       FLDEP
 DO8977
 DO8977                          STATION DESCRIPTION
 DO8977
 DO8977'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8977'THE MARK IS ABOUT 4.1 MI (6.6 KM) EAST-SOUTHEAST OF WINTER HAVEN, 4.1
 DO8977'MI (6.6 KM) EAST OF ELOISE, 3.6 MI (5.8 KM) WEST-SOUTHWEST OF DUNDEE,
 DO8977'IN SECTION 36, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO8977'
 DO8977'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO8977'ROAD 540 (CYPRESS GARDENS BOULEVARD) IN WINTER HAVEN, GO EAST AND
 DO8977'SOUTH ON COUNTY ROAD 540 (CYPRESS GARDENS BOULEVARD) FOR 2.9 MI (4.7
 DO8977'KM) TO THE JUNCTION OF CYPRESS GARDENS ROAD SOUTHEAST ON THE LEFT.
 DO8977'TURN LEFT ON CYPRESS GARDENS ROAD SOUTHEAST AND GO EAST FOR 0.95 MI
 DO8977'(1.5 KM) TO THE JUNCTION OF CYPRESS GARDENS ROAD SOUTHEAST ON THE
 DO8977'RIGHT AND LAKE NED ROAD STRAIGHT AHEAD.  CONTINUE EAST ON LAKE NED
 DO8977'ROAD FOR 0.15 MI (0.2 KM) TO THE ENTRANCE ROAD TO THE NED LAKE BOAT
 DO8977'LANDING AND PARK AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO8977'REFUSAL AT A DEPTH OF 48.0 FT (14.6 M) WITH AN ALUMINUM DISK ATTACHED
 DO8977'AND INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW
 DO8977'THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF NED LAKE
 DO8977'ROAD.
 DO8977'
 DO8977'LOCATED 62.1 FT (18.9 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 DO8977'DOCK, 56.9 FT (17.3 M) EAST OF SURVEY MARK 25363 A, 48.6 FT (14.8 M)
 DO8977'SOUTH OF THE APPROXIMATE CENTERLINE OF THE DIRT BOAT RAMP ROAD, 2.0 FT
 DO8977'(0.6 M) SOUTH OF A WOODEN FENCE AND 1.6 FT (0.5 M) SOUTH OF A
 DO8977'CARSONITE WITNESS POST.
 DO8977'
 DO8977'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8977'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8982 ***********************************************************************
 DO8982  DESIGNATION -  25364 A
 DO8982  PID         -  DO8982
 DO8982  STATE/COUNTY-  FL/POLK
 DO8982  COUNTRY     -  US
 DO8982  USGS QUAD   -  ELOISE (2018)
 DO8982
 DO8982                         *CURRENT SURVEY CONTROL
 DO8982  ______________________________________________________________________
 DO8982* NAD 83(1986) POSITION- 27 59 56.0    (N) 081 41 11.9    (W)   HD_HELD2
 DO8982* NAVD 88 ORTHO HEIGHT -    44.021 (meters)      144.43  (feet) ADJUSTED
 DO8982  ______________________________________________________________________
 DO8982  GEOID HEIGHT    -        -26.622 (meters)                     GEOID18
 DO8982  DYNAMIC HEIGHT  -         43.956 (meters)      144.21  (feet) COMP
 DO8982  MODELED GRAVITY -    979,157.1   (mgal)                       NAVD 88
 DO8982
 DO8982  VERT ORDER      -  FIRST     CLASS II
 DO8982
 DO8982.The horizontal coordinates were established by autonomous hand held GPS
 DO8982.observations and have an estimated accuracy of +/- 10 meters.
 DO8982
 DO8982.The orthometric height was determined by differential leveling and
 DO8982.adjusted by the NATIONAL GEODETIC SURVEY
 DO8982.in January 2015.
 DO8982
 DO8982.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8982.GEOID18 height accuracy estimate available here.
 DO8982
 DO8982.Click photographs - Photos may exist for this station.
 DO8982
 DO8982.The dynamic height is computed by dividing the NAVD 88
 DO8982.geopotential number by the normal gravity value computed on the
 DO8982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8982.degrees latitude (g = 980.6199 gals.).
 DO8982
 DO8982.The modeled gravity was interpolated from observed gravity values.
 DO8982
 DO8982;                    North         East    Units  Estimated Accuracy
 DO8982;SPC FL W     -   406,125.      230,821.      MT  (+/- 10 meters HH2 GPS)
 DO8982
 DO8982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3248697269(NAD 83)
 DO8982
 DO8982                          SUPERSEDED SURVEY CONTROL
 DO8982
 DO8982  NAVD 88 (12/11/13)   44.034  (m)          144.47   (f) SUPERSEDED  1 2
 DO8982
 DO8982.Superseded values are not recommended for survey control.
 DO8982
 DO8982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8982.See file dsdata.pdf to determine how the superseded data were derived.
 DO8982
 DO8982_MARKER: DD = SURVEY DISK
 DO8982_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8982_STAMPING: 25364 A 2012
 DO8982_MARK LOGO: SWFWMD
 DO8982_PROJECTION: RECESSED 5 CENTIMETERS
 DO8982_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8982_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8982+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2012
 DO8982_ROD/PIPE-DEPTH: 10.8 meters
 DO8982
 DO8982  HISTORY     - Date     Condition        Report By
 DO8982  HISTORY     - 20120825 MONUMENTED       FLDEP
 DO8982
 DO8982                          STATION DESCRIPTION
 DO8982
 DO8982'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8982'THE MARK IS ABOUT 4.4 MI (7.1 KM) WEST-SOUTHWEST OF DUNDEE, 3.3 MI
 DO8982'(5.3 KM) EAST-SOUTHEAST OF WINTER HAVEN, 3.2 MI (5.1 KM) EAST OF
 DO8982'ELOISE, IN SECTION 35, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO8982'
 DO8982'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO8982'ROAD 540 (CYPRESS GARDENS BOULEVARD) IN WINTER HAVEN, GO EAST AND
 DO8982'SOUTH ON COUNTY ROAD 540 (CYPRESS GARDENS BOULEVARD) FOR 2.9 MI (4.7
 DO8982'KM) TO THE JUNCTION OF CYPRESS GARDENS ROAD SOUTHEAST.  TURN LEFT ON
 DO8982'CYPRESS GARDENS ROAD SOUTHEAST AND GO EAST FOR 0.2 MI (0.3 KM) TO THE
 DO8982'JUNCTION OF BUCHANAN DRIVE ON THE LEFT.  TURN LEFT ON BUCHANAN DRIVE
 DO8982'AND GO NORTH FOR 0.15 MI (0.2 KM) TO THE T-JUNCTION OF SOUTH LAKE
 DO8982'FLORENCE DRIVE.  TURN LEFT ON SOUTH LAKE FLORENCE DRIVE AND GO WEST
 DO8982'FOR 0.05 MI (0.1 KM) TO THE ADDRESS OF 304 SOUTH LAKE FLORENCE DRIVE
 DO8982'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO8982'DEPTH OF 35.4 FT (10.8 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED
 DO8982'IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL
 DO8982'OF THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF SOUTH LAKE
 DO8982'FLORENCE DRIVE.
 DO8982'
 DO8982'LOCATED 167.3 FT (51.0 M) SOUTH OF SURVEY MARK 25364 B, 56.5 FT (17.2
 DO8982'M) EAST OF THE APPROXIMATE CENTERLINE OF THE CONCRETE DRIVEWAY AT 304
 DO8982'SOUTH LAKE FLORENCE DRIVE, 22.9 FT (7.0 M) NORTHWEST OF THE NORTHWEST
 DO8982'CORNER OF A STORM DRAIN, 1.9 FT (0.6 M) SOUTH OF A CARSONITE WITNESS
 DO8982'POST AND 1.4 FT (0.4 M) SOUTH OF 4.0 FT (1.2 M) TALL TWO RAIL PLASTIC
 DO8982'FENCE.
 DO8982'
 DO8982'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8982'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8983 ***********************************************************************
 DO8983  DESIGNATION -  25364 B
 DO8983  PID         -  DO8983
 DO8983  STATE/COUNTY-  FL/POLK
 DO8983  COUNTRY     -  US
 DO8983  USGS QUAD   -  ELOISE (2018)
 DO8983
 DO8983                         *CURRENT SURVEY CONTROL
 DO8983  ______________________________________________________________________
 DO8983* NAD 83(1986) POSITION- 27 59 57.8    (N) 081 41 12.0    (W)   HD_HELD2
 DO8983* NAVD 88 ORTHO HEIGHT -    40.434 (meters)      132.66  (feet) ADJUSTED
 DO8983  ______________________________________________________________________
 DO8983  GEOID HEIGHT    -        -26.624 (meters)                     GEOID18
 DO8983  DYNAMIC HEIGHT  -         40.374 (meters)      132.46  (feet) COMP
 DO8983  MODELED GRAVITY -    979,157.1   (mgal)                       NAVD 88
 DO8983
 DO8983  VERT ORDER      -  FIRST     CLASS II
 DO8983
 DO8983.The horizontal coordinates were established by autonomous hand held GPS
 DO8983.observations and have an estimated accuracy of +/- 10 meters.
 DO8983
 DO8983.The orthometric height was determined by differential leveling and
 DO8983.adjusted by the NATIONAL GEODETIC SURVEY
 DO8983.in January 2015.
 DO8983
 DO8983.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8983.GEOID18 height accuracy estimate available here.
 DO8983
 DO8983.Click photographs - Photos may exist for this station.
 DO8983
 DO8983.The dynamic height is computed by dividing the NAVD 88
 DO8983.geopotential number by the normal gravity value computed on the
 DO8983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8983.degrees latitude (g = 980.6199 gals.).
 DO8983
 DO8983.The modeled gravity was interpolated from observed gravity values.
 DO8983
 DO8983;                    North         East    Units  Estimated Accuracy
 DO8983;SPC FL W     -   406,181.      230,818.      MT  (+/- 10 meters HH2 GPS)
 DO8983
 DO8983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3248397324(NAD 83)
 DO8983
 DO8983                          SUPERSEDED SURVEY CONTROL
 DO8983
 DO8983  NAVD 88 (12/11/13)   40.447  (m)          132.70   (f) SUPERSEDED  1 2
 DO8983
 DO8983.Superseded values are not recommended for survey control.
 DO8983
 DO8983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8983.See file dsdata.pdf to determine how the superseded data were derived.
 DO8983
 DO8983_MARKER: DD = SURVEY DISK
 DO8983_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8983_STAMPING: 25364 B 2012
 DO8983_MARK LOGO: SWFWMD
 DO8983_PROJECTION: RECESSED 8 CENTIMETERS
 DO8983_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8983+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2012
 DO8983_ROD/PIPE-DEPTH: 7.4 meters
 DO8983
 DO8983  HISTORY     - Date     Condition        Report By
 DO8983  HISTORY     - 20120825 MONUMENTED       FLDEP
 DO8983
 DO8983                          STATION DESCRIPTION
 DO8983
 DO8983'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8983'THE MARK IS ABOUT 4.4 MI (7.1 KM) WEST-SOUTHWEST OF DUNDEE, 3.3 MI
 DO8983'(5.3 KM) EAST-SOUTHEAST OF WINTER HAVEN, 3.2 MI (5.1 KM) EAST OF
 DO8983'ELOISE, IN SECTION 35, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO8983'
 DO8983'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO8983'ROAD 540 (CYPRESS GARDENS BOULEVARD) IN WINTER HAVEN, GO EAST AND
 DO8983'SOUTH ON COUNTY ROAD 540 (CYPRESS GARDENS BOULEVARD) FOR 2.9 MI (4.7
 DO8983'KM) TO THE JUNCTION OF CYPRESS GARDENS ROAD SOUTHEAST.  TURN LEFT ON
 DO8983'CYPRESS GARDENS ROAD SOUTHEAST AND GO EAST FOR 0.2 MI (0.3 KM) TO THE
 DO8983'JUNCTION OF BUCHANAN DRIVE ON THE LEFT.  TURN LEFT ON BUCHANAN DRIVE
 DO8983'AND GO NORTH FOR 0.15 MI (0.2 KM) TO THE T-JUNCTION OF SOUTH LAKE
 DO8983'FLORENCE DRIVE.  TURN LEFT ON SOUTH LAKE FLORENCE DRIVE AND GO WEST
 DO8983'FOR 0.05 MI (0.1 KM) TO THE ADDRESS OF 304 SOUTH LAKE FLORENCE DRIVE
 DO8983'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO8983'DEPTH OF 24.3 FT (7.4 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED IN
 DO8983'A 4-INCH (10 CM) PVC PIPE, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF
 DO8983'THE GROUND.
 DO8983'
 DO8983'LOCATED 167.3 FT (51.0 M) NORTH OF SURVEY MARK 25364 A, 52.7 FT (16.1
 DO8983'M) NORTHEAST OF 22-INCH (56 CM) DIAMETER PINE TREE, 51.7 FT (15.8 M)
 DO8983'NORTH-NORTHEAST OF 20-INCH (51 CM) DIAMETER OAK TREE, 25.9 FT (7.9 M)
 DO8983'WEST-NORTHWEST OF A 24-INCH (61 CM) DIAMETER CHINA BERRY TREE AND 1.3
 DO8983'FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DO8983'
 DO8983'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8983'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2112 ***********************************************************************
 DO2112  DESIGNATION -  25366 A
 DO2112  PID         -  DO2112
 DO2112  STATE/COUNTY-  FL/POLK
 DO2112  COUNTRY     -  US
 DO2112  USGS QUAD   -  ELOISE (2018)
 DO2112
 DO2112                         *CURRENT SURVEY CONTROL
 DO2112  ______________________________________________________________________
 DO2112* NAD 83(1986) POSITION- 27 59 56.3    (N) 081 41 53.5    (W)   HD_HELD2
 DO2112* NAVD 88 ORTHO HEIGHT -    40.906 (meters)      134.21  (feet) ADJUSTED
 DO2112  ______________________________________________________________________
 DO2112  GEOID HEIGHT    -        -26.598 (meters)                     GEOID18
 DO2112  DYNAMIC HEIGHT  -         40.845 (meters)      134.01  (feet) COMP
 DO2112  MODELED GRAVITY -    979,157.5   (mgal)                       NAVD 88
 DO2112
 DO2112  VERT ORDER      -  SECOND    CLASS I
 DO2112
 DO2112.The horizontal coordinates were established by autonomous hand held GPS
 DO2112.observations and have an estimated accuracy of +/- 10 meters.
 DO2112
 DO2112.The orthometric height was determined by differential leveling and
 DO2112.adjusted by the NATIONAL GEODETIC SURVEY
 DO2112.in December 2012.
 DO2112
 DO2112.No vertical observational check was made to the station.
 DO2112
 DO2112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2112.GEOID18 height accuracy estimate available here.
 DO2112
 DO2112.Click photographs - Photos may exist for this station.
 DO2112
 DO2112.The dynamic height is computed by dividing the NAVD 88
 DO2112.geopotential number by the normal gravity value computed on the
 DO2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2112.degrees latitude (g = 980.6199 gals.).
 DO2112
 DO2112.The modeled gravity was interpolated from observed gravity values.
 DO2112
 DO2112;                    North         East    Units  Estimated Accuracy
 DO2112;SPC FL W     -   406,132.      229,685.      MT  (+/- 10 meters HH2 GPS)
 DO2112
 DO2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3135097284(NAD 83)
 DO2112
 DO2112                          SUPERSEDED SURVEY CONTROL
 DO2112
 DO2112.No superseded survey control is available for this station.
 DO2112
 DO2112_MARKER: DD = SURVEY DISK
 DO2112_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO2112+WITH SETTING: INFORMATION.
 DO2112_STAMPING: 25366 A 2011
 DO2112_MARK LOGO: SWFWMD
 DO2112_PROJECTION: FLUSH
 DO2112_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO2112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2112+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO2112_ROD/PIPE-DEPTH: 2.2 meters
 DO2112
 DO2112  HISTORY     - Date     Condition        Report By
 DO2112  HISTORY     - 20110820 MONUMENTED       FLDEP
 DO2112
 DO2112                          STATION DESCRIPTION
 DO2112
 DO2112'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2112'THE MARK IS ABOUT 5.1 MI (8.2 KM) WEST-SOUTHWEST OF DUNDEE, 2.7 MI
 DO2112'(4.3 KM) SOUTHEAST OF WINTER HAVEN, 2.5 MI (4.0 KM) EAST OF ELOISE, IN
 DO2112'SECTION 34, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO2112'
 DO2112'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CYPRESS
 DO2112'GARDENS BOULEVARD (STATE ROAD 540) IN WINTER HAVEN, GO EAST ON CYPRESS
 DO2112'GARDENS BOULEVARD (STATE ROAD 540) FOR 1.85 MI (3.0 KM) TO THE
 DO2112'JUNCTION OF WEST LAKE INA DRIVE ON THE RIGHT.  TURN RIGHT ON WEST LAKE
 DO2112'INA DRIVE AND GO SOUTHEAST FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF WEST
 DO2112'LAKE SUMMIT DRIVE ON THE RIGHT.  TURN RIGHT ON WEST LAKE SUMMIT DRIVE
 DO2112'AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE NORTH ENTRANCE OF A COUNTY
 DO2112'PARK AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO2112'DEPTH OF 7.6 FT (2.3 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN
 DO2112'A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3
 DO2112'M) BELOW THE LEVEL OF WEST LAKE SUMMIT DRIVE.
 DO2112'
 DO2112'LOCATED 158.8 FT (48.4 M) WEST OF SURVEY MARK 25366 B, 67.3 FT (20.5
 DO2112'M) SOUTH OF THE APPROXIMATE CENTER OF A METAL GATE, 22.4 FT (6.8 M)
 DO2112'EAST OF THE APPROXIMATE CENTERLINE OF THE PARK DRIVEWAY, 2.3 FT (0.7
 DO2112'M) EAST OF A CARSONITE WITNESS POST AND 2.0 FT (0.6 M) EAST OF A
 DO2112'WOODEN RAIL FENCE.
 DO2112'
 DO2112'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO2112'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2113 ***********************************************************************
 DO2113  DESIGNATION -  25366 B
 DO2113  PID         -  DO2113
 DO2113  STATE/COUNTY-  FL/POLK
 DO2113  COUNTRY     -  US
 DO2113  USGS QUAD   -  ELOISE (2018)
 DO2113
 DO2113                         *CURRENT SURVEY CONTROL
 DO2113  ______________________________________________________________________
 DO2113* NAD 83(1986) POSITION- 27 59 57.0    (N) 081 41 51.8    (W)   HD_HELD2
 DO2113* NAVD 88 ORTHO HEIGHT -    39.567 (meters)      129.81  (feet) ADJUSTED
 DO2113  ______________________________________________________________________
 DO2113  GEOID HEIGHT    -        -26.600 (meters)                     GEOID18
 DO2113  DYNAMIC HEIGHT  -         39.508 (meters)      129.62  (feet) COMP
 DO2113  MODELED GRAVITY -    979,157.5   (mgal)                       NAVD 88
 DO2113
 DO2113  VERT ORDER      -  SECOND    CLASS I
 DO2113
 DO2113.The horizontal coordinates were established by autonomous hand held GPS
 DO2113.observations and have an estimated accuracy of +/- 10 meters.
 DO2113
 DO2113.The orthometric height was determined by differential leveling and
 DO2113.adjusted by the NATIONAL GEODETIC SURVEY
 DO2113.in December 2012.
 DO2113
 DO2113.No vertical observational check was made to the station.
 DO2113
 DO2113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2113.GEOID18 height accuracy estimate available here.
 DO2113
 DO2113.Click photographs - Photos may exist for this station.
 DO2113
 DO2113.The dynamic height is computed by dividing the NAVD 88
 DO2113.geopotential number by the normal gravity value computed on the
 DO2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2113.degrees latitude (g = 980.6199 gals.).
 DO2113
 DO2113.The modeled gravity was interpolated from observed gravity values.
 DO2113
 DO2113;                    North         East    Units  Estimated Accuracy
 DO2113;SPC FL W     -   406,153.      229,731.      MT  (+/- 10 meters HH2 GPS)
 DO2113
 DO2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3139697306(NAD 83)
 DO2113
 DO2113                          SUPERSEDED SURVEY CONTROL
 DO2113
 DO2113.No superseded survey control is available for this station.
 DO2113
 DO2113_MARKER: DD = SURVEY DISK
 DO2113_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO2113_STAMPING: 25366 B 2011
 DO2113_MARK LOGO: SWFWMD
 DO2113_PROJECTION: FLUSH
 DO2113_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO2113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2113+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO2113_ROD/PIPE-DEPTH: 6.2 meters
 DO2113
 DO2113  HISTORY     - Date     Condition        Report By
 DO2113  HISTORY     - 20110820 MONUMENTED       FLDEP
 DO2113
 DO2113                          STATION DESCRIPTION
 DO2113
 DO2113'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2113'THE MARK IS ABOUT 5.1 MI (8.2 KM) WEST-SOUTHWEST OF DUNDEE, 2.7 MI
 DO2113'(4.3 KM) SOUTHEAST OF WINTER HAVEN, 2.5 MI (4.0 KM) EAST OF ELOISE, IN
 DO2113'SECTION 34, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO2113'
 DO2113'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CYPRESS
 DO2113'GARDENS BOULEVARD (STATE ROAD 540) IN WINTER HAVEN, GO EAST ON CYPRESS
 DO2113'GARDENS BOULEVARD (STATE ROAD 540) FOR 1.85 MI (3.0 KM) TO THE
 DO2113'JUNCTION OF WEST LAKE INA DRIVE ON THE RIGHT.  TURN RIGHT ON WEST LAKE
 DO2113'INA DRIVE AND GO SOUTHEAST FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF WEST
 DO2113'LAKE SUMMIT DRIVE ON THE RIGHT.  TURN RIGHT ON WEST LAKE SUMMIT DRIVE
 DO2113'AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE NORTH ENTRANCE OF A COUNTY
 DO2113'PARK AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO2113'DEPTH OF 20.3 FT (6.2 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN
 DO2113'A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3
 DO2113'M) BELOW THE LEVEL OF WEST LAKE SUMMIT DRIVE.
 DO2113'
 DO2113'LOCATED 158.8 FT (48.4 M) EAST OF SURVEY MARK 25366 A, 43.7 FT (13.3
 DO2113'M) EAST OF THE APPROXIMATE CENTER OF A METAL GATE, 12.2 FT (3.7 M)
 DO2113'SOUTH OF A CHAIN LINK FENCE AND 1.6 FT (0.5 M) WEST OF A CARSONITE
 DO2113'WITNESS POST.
 DO2113'
 DO2113'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO2113'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2114 ***********************************************************************
 DO2114  DESIGNATION -  25368 A
 DO2114  PID         -  DO2114
 DO2114  STATE/COUNTY-  FL/POLK
 DO2114  COUNTRY     -  US
 DO2114  USGS QUAD   -  ELOISE (2018)
 DO2114
 DO2114                         *CURRENT SURVEY CONTROL
 DO2114  ______________________________________________________________________
 DO2114* NAD 83(1986) POSITION- 27 59 58.1    (N) 081 42 29.0    (W)   HD_HELD2
 DO2114* NAVD 88 ORTHO HEIGHT -    42.824 (meters)      140.50  (feet) ADJUSTED
 DO2114  ______________________________________________________________________
 DO2114  GEOID HEIGHT    -        -26.580 (meters)                     GEOID18
 DO2114  DYNAMIC HEIGHT  -         42.760 (meters)      140.29  (feet) COMP
 DO2114  MODELED GRAVITY -    979,157.9   (mgal)                       NAVD 88
 DO2114
 DO2114  VERT ORDER      -  SECOND    CLASS I
 DO2114
 DO2114.The horizontal coordinates were established by autonomous hand held GPS
 DO2114.observations and have an estimated accuracy of +/- 10 meters.
 DO2114
 DO2114.The orthometric height was determined by differential leveling and
 DO2114.adjusted by the NATIONAL GEODETIC SURVEY
 DO2114.in December 2012.
 DO2114
 DO2114.No vertical observational check was made to the station.
 DO2114
 DO2114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2114.GEOID18 height accuracy estimate available here.
 DO2114
 DO2114.Click photographs - Photos may exist for this station.
 DO2114
 DO2114.The dynamic height is computed by dividing the NAVD 88
 DO2114.geopotential number by the normal gravity value computed on the
 DO2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2114.degrees latitude (g = 980.6199 gals.).
 DO2114
 DO2114.The modeled gravity was interpolated from observed gravity values.
 DO2114
 DO2114;                    North         East    Units  Estimated Accuracy
 DO2114;SPC FL W     -   406,185.      228,715.      MT  (+/- 10 meters HH2 GPS)
 DO2114
 DO2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3038097345(NAD 83)
 DO2114
 DO2114                          SUPERSEDED SURVEY CONTROL
 DO2114
 DO2114.No superseded survey control is available for this station.
 DO2114
 DO2114_MARKER: DD = SURVEY DISK
 DO2114_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO2114_STAMPING: 25368 A 2011
 DO2114_MARK LOGO: SWFWMD
 DO2114_PROJECTION: FLUSH
 DO2114_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO2114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2114_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2114+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO2114_ROD/PIPE-DEPTH: 7.7 meters
 DO2114
 DO2114  HISTORY     - Date     Condition        Report By
 DO2114  HISTORY     - 20110820 MONUMENTED       FLDEP
 DO2114
 DO2114                          STATION DESCRIPTION
 DO2114
 DO2114'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2114'THE MARK IS ABOUT 5.6 MI (9.0 KM) WEST-SOUTHWEST OF DUNDEE, 2.2 MI
 DO2114'(3.5 KM) SOUTHEAST OF WINTER HAVEN, 1.9 MI (3.1 KM) EAST OF ELOISE, IN
 DO2114'SECTION 34, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO2114'
 DO2114'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CYPRESS
 DO2114'GARDENS BOULEVARD (STATE ROAD 540) IN WINTER HAVEN, GO EAST ON CYPRESS
 DO2114'GARDENS BOULEVARD (STATE ROAD 540) FOR 1.05 MI (1.7 KM) TO THE
 DO2114'JUNCTION OF NINTH STREET SOUTHEAST ON THE RIGHT.  TURN RIGHT ON NINTH
 DO2114'STREET SOUTHEAST AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF
 DO2114'AVENUE Z SOUTHEAST ON THE LEFT.  TURN LEFT ON AVENUE Z SOUTHEAST AND
 DO2114'GO EAST FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF HELMS ROAD ON THE LEFT.
 DO2114'TURN LEFT ON HELMS ROAD AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE
 DO2114'JUNCTION OF SOUTH LAKE ROY DRIVE ON THE RIGHT.  TURN RIGHT ON SOUTH
 DO2114'LAKE ROY DRIVE AND GO EAST ABOUT 100.0 FT (30.5 M) TO 1385 SOUTH LAKE
 DO2114'ROY DRIVE (HUDSON RESIDENCE) ON THE LEFT AND THE MARK ON THE LEFT, AN
 DO2114'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 25.4 FT (7.7 M) WITH AN
 DO2114'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO2114'WITH THE GROUND AND LEVEL WITH SOUTH LAKE ROY DRIVE.
 DO2114'
 DO2114'LOCATED 84.2 FT (25.7 M) EAST OF THE APPROXIMATE CENTERLINE OF A
 DO2114'DRIVEWAY AT 1335 SOUTH LAKE ROY DRIVE, 25.2 FT (7.7 M) WEST OF THE
 DO2114'APPROXIMATE CENTERLINE OF A DRIVEWAY AT 1385 SOUTH LAKE ROY DRIVE,
 DO2114'12.1 FT (3.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF SOUTH LAKE ROY
 DO2114'DRIVE, 6.0 FT (1.8 M) SOUTH OF A WOODEN POWER POLE NUMBERED 1385 AND
 DO2114'5.4 FT (1.6 M) SOUTH OF A CARSONITE WITNESS POST.
 DO2114'
 DO2114'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO2114'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2115 ***********************************************************************
 DO2115  DESIGNATION -  25368 B
 DO2115  PID         -  DO2115
 DO2115  STATE/COUNTY-  FL/POLK
 DO2115  COUNTRY     -  US
 DO2115  USGS QUAD   -  WINTER HAVEN (2018)
 DO2115
 DO2115                         *CURRENT SURVEY CONTROL
 DO2115  ______________________________________________________________________
 DO2115* NAD 83(1986) POSITION- 28 00 00.2    (N) 081 42 29.2    (W)   HD_HELD2
 DO2115* NAVD 88 ORTHO HEIGHT -    40.501 (meters)      132.88  (feet) ADJUSTED
 DO2115  ______________________________________________________________________
 DO2115  GEOID HEIGHT    -        -26.582 (meters)                     GEOID18
 DO2115  DYNAMIC HEIGHT  -         40.440 (meters)      132.68  (feet) COMP
 DO2115  MODELED GRAVITY -    979,154.4   (mgal)                       NAVD 88
 DO2115
 DO2115  VERT ORDER      -  SECOND    CLASS I
 DO2115
 DO2115.The horizontal coordinates were established by autonomous hand held GPS
 DO2115.observations and have an estimated accuracy of +/- 10 meters.
 DO2115
 DO2115.The orthometric height was determined by differential leveling and
 DO2115.adjusted by the NATIONAL GEODETIC SURVEY
 DO2115.in December 2012.
 DO2115
 DO2115.No vertical observational check was made to the station.
 DO2115
 DO2115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2115.GEOID18 height accuracy estimate available here.
 DO2115
 DO2115.Click photographs - Photos may exist for this station.
 DO2115
 DO2115.The dynamic height is computed by dividing the NAVD 88
 DO2115.geopotential number by the normal gravity value computed on the
 DO2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2115.degrees latitude (g = 980.6199 gals.).
 DO2115
 DO2115.The modeled gravity was interpolated from observed gravity values.
 DO2115
 DO2115;                    North         East    Units  Estimated Accuracy
 DO2115;SPC FL W     -   406,249.      228,709.      MT  (+/- 10 meters HH2 GPS)
 DO2115
 DO2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3037597410(NAD 83)
 DO2115
 DO2115                          SUPERSEDED SURVEY CONTROL
 DO2115
 DO2115.No superseded survey control is available for this station.
 DO2115
 DO2115_MARKER: DD = SURVEY DISK
 DO2115_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO2115_STAMPING: 25368 B 2011
 DO2115_MARK LOGO: SWFWMD
 DO2115_PROJECTION: FLUSH
 DO2115_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO2115_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2115+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO2115_ROD/PIPE-DEPTH: 5.9 meters
 DO2115
 DO2115  HISTORY     - Date     Condition        Report By
 DO2115  HISTORY     - 20110820 MONUMENTED       FLDEP
 DO2115
 DO2115                          STATION DESCRIPTION
 DO2115
 DO2115'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2115'THE MARK IS ABOUT 5.6 MI (9.0 KM) WEST-SOUTHWEST OF DUNDEE, 2.2 MI
 DO2115'(3.5 KM) SOUTHEAST OF WINTER HAVEN, 1.9 MI (3.1 KM) EAST OF ELOISE, IN
 DO2115'SECTION 34, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO2115'
 DO2115'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CYPRESS
 DO2115'GARDENS BOULEVARD (STATE ROAD 540) IN WINTER HAVEN, GO EAST ON CYPRESS
 DO2115'GARDENS BOULEVARD (STATE ROAD 540) FOR 1.05 MI (1.7 KM) TO THE
 DO2115'JUNCTION OF NINTH STREET SOUTHEAST ON THE RIGHT.  TURN RIGHT ON NINTH
 DO2115'STREET SOUTHEAST AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF
 DO2115'AVENUE Z SOUTHEAST ON THE LEFT.  TURN LEFT ON AVENUE Z SOUTHEAST AND
 DO2115'GO EAST FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF HELMS ROAD ON THE LEFT.
 DO2115'TURN LEFT ON HELMS ROAD AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE
 DO2115'JUNCTION OF SOUTH LAKE ROY DRIVE ON THE RIGHT.  TURN RIGHT ON SOUTH
 DO2115'LAKE ROY DRIVE AND GO EAST ABOUT 100.0 FT (30.5 M) TO 1385 SOUTH LAKE
 DO2115'ROY DRIVE (HUDSON RESIDENCE) ON THE LEFT AND THE MARK ON THE LEFT, AN
 DO2115'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.2 FT (5.9 M) WITH AN
 DO2115'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO2115'WITH THE GROUND AND LEVEL WITH SOUTH LAKE ROY DRIVE.
 DO2115'
 DO2115'LOCATED 59.0 FT (18.0 M) EAST-NORTHEAST OF A 30-INCH (76 CM) DIAMETER
 DO2115'OAK TREE, 23.3 FT (7.1 M) WEST OF THE WEST EDGE OF A WOODEN DOCK, 3.6
 DO2115'FT (1.1 M) WEST OF A BRICK RETAINING WALL, 2.5 FT (0.8 M) SOUTH OF A
 DO2115'CARSONITE WITNESS POST AND 2.2 FT (0.7 M) SOUTH OF A WOODEN RETAINING
 DO2115'WALL.
 DO2115'
 DO2115'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO2115'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2117 ***********************************************************************
 DO2117  DESIGNATION -  25369 A
 DO2117  PID         -  DO2117
 DO2117  STATE/COUNTY-  FL/POLK
 DO2117  COUNTRY     -  US
 DO2117  USGS QUAD   -  ELOISE (2018)
 DO2117
 DO2117                         *CURRENT SURVEY CONTROL
 DO2117  ______________________________________________________________________
 DO2117* NAD 83(1986) POSITION- 27 59 52.8    (N) 081 42 50.3    (W)   HD_HELD2
 DO2117* NAVD 88 ORTHO HEIGHT -    43.258 (meters)      141.92  (feet) ADJUSTED
 DO2117  ______________________________________________________________________
 DO2117  GEOID HEIGHT    -        -26.564 (meters)                     GEOID18
 DO2117  DYNAMIC HEIGHT  -         43.194 (meters)      141.71  (feet) COMP
 DO2117  MODELED GRAVITY -    979,158.2   (mgal)                       NAVD 88
 DO2117
 DO2117  VERT ORDER      -  SECOND    CLASS I
 DO2117
 DO2117.The horizontal coordinates were established by autonomous hand held GPS
 DO2117.observations and have an estimated accuracy of +/- 10 meters.
 DO2117
 DO2117.The orthometric height was determined by differential leveling and
 DO2117.adjusted by the NATIONAL GEODETIC SURVEY
 DO2117.in December 2012.
 DO2117
 DO2117.No vertical observational check was made to the station.
 DO2117
 DO2117.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2117.GEOID18 height accuracy estimate available here.
 DO2117
 DO2117.Click photographs - Photos may exist for this station.
 DO2117
 DO2117.The dynamic height is computed by dividing the NAVD 88
 DO2117.geopotential number by the normal gravity value computed on the
 DO2117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2117.degrees latitude (g = 980.6199 gals.).
 DO2117
 DO2117.The modeled gravity was interpolated from observed gravity values.
 DO2117
 DO2117;                    North         East    Units  Estimated Accuracy
 DO2117;SPC FL W     -   406,020.      228,133.      MT  (+/- 10 meters HH2 GPS)
 DO2117
 DO2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2979897186(NAD 83)
 DO2117
 DO2117                          SUPERSEDED SURVEY CONTROL
 DO2117
 DO2117.No superseded survey control is available for this station.
 DO2117
 DO2117_MARKER: DD = SURVEY DISK
 DO2117_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO2117_STAMPING: 25369 A 2011
 DO2117_MARK LOGO: SWFWMD
 DO2117_PROJECTION: FLUSH
 DO2117_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO2117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2117+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO2117_ROD/PIPE-DEPTH: 7.7 meters
 DO2117
 DO2117  HISTORY     - Date     Condition        Report By
 DO2117  HISTORY     - 20110820 MONUMENTED       FLDEP
 DO2117  HISTORY     - 20210210 GOOD             USPSQD
 DO2117
 DO2117                          STATION DESCRIPTION
 DO2117
 DO2117'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2117'THE MARK IS ABOUT 6.0 MI (9.7 KM) WEST-SOUTHWEST OF DUNDEE, 2.0 MI
 DO2117'(3.2 KM) SOUTHEAST OF WINTER HAVEN, 1.5 MI (2.4 KM) EAST OF ELOISE, IN
 DO2117'SECTION 33, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO2117'
 DO2117'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CYPRESS
 DO2117'GARDENS BOULEVARD (STATE ROAD 540) IN WINTER HAVEN, GO EAST ON CYPRESS
 DO2117'GARDENS BOULEVARD (STATE ROAD 540) FOR 1.05 MI (1.7 KM) TO THE
 DO2117'JUNCTION OF NINTH STREET SOUTHEAST ON THE RIGHT.  TURN RIGHT ON NINTH
 DO2117'STREET SOUTHEAST AND GO SOUTH FOR 0.4 MI (0.6 KM) TO 2107 NINTH STREET
 DO2117'SOUTHEAST (WILDER RESIDENCE) ON THE RIGHT AND THE MARK ON THE RIGHT,
 DO2117'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 25.3 FT (7.7 M) WITH
 DO2117'AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DO2117'FLUSH WITH THE GROUND AND LEVEL WITH NINTH STREET SOUTHEAST.
 DO2117'
 DO2117'LOCATED 21.6 FT (6.6 M) WEST OF THE APPROXIMATE CENTERLINE OF NINTH
 DO2117'STREET SOUTHEAST, 11.8 FT (3.6 M) NORTH OF THE APPROXIMATE CENTERLINE
 DO2117'OF THE WILDERS NORTH DRIVEWAY AT 2107 NINTH STREET, 2.0 FT (0.6 M)
 DO2117'EAST OF A WOODEN POWER POLE AND 1.2 FT (0.4 M) EAST OF A CARSONITE
 DO2117'WITNESS POST.
 DO2117'
 DO2117'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO2117'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO2117
 DO2117                          STATION RECOVERY (2021)
 DO2117
 DO2117'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLG)
 DO2117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2118 ***********************************************************************
 DO2118  DESIGNATION -  25369 B
 DO2118  PID         -  DO2118
 DO2118  STATE/COUNTY-  FL/POLK
 DO2118  COUNTRY     -  US
 DO2118  USGS QUAD   -  ELOISE (2018)
 DO2118
 DO2118                         *CURRENT SURVEY CONTROL
 DO2118  ______________________________________________________________________
 DO2118* NAD 83(1986) POSITION- 27 59 50.8    (N) 081 42 52.1    (W)   HD_HELD2
 DO2118* NAVD 88 ORTHO HEIGHT -    40.256 (meters)      132.07  (feet) ADJUSTED
 DO2118  ______________________________________________________________________
 DO2118  GEOID HEIGHT    -        -26.561 (meters)                     GEOID18
 DO2118  DYNAMIC HEIGHT  -         40.196 (meters)      131.88  (feet) COMP
 DO2118  MODELED GRAVITY -    979,158.2   (mgal)                       NAVD 88
 DO2118
 DO2118  VERT ORDER      -  SECOND    CLASS I
 DO2118
 DO2118.The horizontal coordinates were established by autonomous hand held GPS
 DO2118.observations and have an estimated accuracy of +/- 10 meters.
 DO2118
 DO2118.The orthometric height was determined by differential leveling and
 DO2118.adjusted by the NATIONAL GEODETIC SURVEY
 DO2118.in December 2012.
 DO2118
 DO2118.No vertical observational check was made to the station.
 DO2118
 DO2118.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2118.GEOID18 height accuracy estimate available here.
 DO2118
 DO2118.Click photographs - Photos may exist for this station.
 DO2118
 DO2118.The dynamic height is computed by dividing the NAVD 88
 DO2118.geopotential number by the normal gravity value computed on the
 DO2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2118.degrees latitude (g = 980.6199 gals.).
 DO2118
 DO2118.The modeled gravity was interpolated from observed gravity values.
 DO2118
 DO2118;                    North         East    Units  Estimated Accuracy
 DO2118;SPC FL W     -   405,959.      228,084.      MT  (+/- 10 meters HH2 GPS)
 DO2118
 DO2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2974897124(NAD 83)
 DO2118
 DO2118                          SUPERSEDED SURVEY CONTROL
 DO2118
 DO2118.No superseded survey control is available for this station.
 DO2118
 DO2118_MARKER: DD = SURVEY DISK
 DO2118_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO2118_STAMPING: 25369 B 2011
 DO2118_MARK LOGO: SWFWMD
 DO2118_PROJECTION: RECESSED 5 CENTIMETERS
 DO2118_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO2118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO2118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO2118+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2011
 DO2118_ROD/PIPE-DEPTH: 19.9 meters
 DO2118
 DO2118  HISTORY     - Date     Condition        Report By
 DO2118  HISTORY     - 20110820 MONUMENTED       FLDEP
 DO2118
 DO2118                          STATION DESCRIPTION
 DO2118
 DO2118'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO2118'THE MARK IS ABOUT 6.0 MI (9.7 KM) WEST-SOUTHWEST OF DUNDEE, 2.0 MI
 DO2118'(3.2 KM) SOUTHEAST OF WINTER HAVEN, 1.5 MI (2.4 KM) EAST OF ELOISE, IN
 DO2118'SECTION 34, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO2118'
 DO2118'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CYPRESS
 DO2118'GARDENS BOULEVARD (STATE ROAD 540) IN WINTER HAVEN, GO EAST ON CYPRESS
 DO2118'GARDENS BOULEVARD (STATE ROAD 540) FOR 1.05 MI (1.7 KM) TO THE
 DO2118'JUNCTION OF NINTH STREET SOUTHEAST ON THE RIGHT.  TURN RIGHT ON NINTH
 DO2118'STREET SOUTHEAST AND GO SOUTH FOR 0.4 MI (0.6 KM) TO 2107 NINTH STREET
 DO2118'SOUTHEAST (WILDER RESIDENCE) ON THE RIGHT AND THE MARK ON THE RIGHT,
 DO2118'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 65.3 FT (19.9 M) WITH
 DO2118'AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DO2118'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 DO2118'NINTH STREET SOUTHEAST.
 DO2118'
 DO2118'LOCATED 82.6 FT (25.2 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DO2118'HOUSE AT 2107 NINTH STREET SOUTHWEST, 65.1 FT (19.8 M) SOUTH OF THE
 DO2118'SOUTH EDGE OF A CONCRETE SIDEWALK, 20.8 FT (6.3 M) SOUTHEAST OF THE
 DO2118'SOUTHERNMOST OF SEVERAL CYPRESS TREES AND 0.9 FT (27 CM) NORTH OF A
 DO2118'CARSONITE WITNESS POST.
 DO2118'
 DO2118'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO2118'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1889 ***********************************************************************
 DO1889  DESIGNATION -  25370 A
 DO1889  PID         -  DO1889
 DO1889  STATE/COUNTY-  FL/POLK
 DO1889  COUNTRY     -  US
 DO1889  USGS QUAD   -  WINTER HAVEN (2018)
 DO1889
 DO1889                         *CURRENT SURVEY CONTROL
 DO1889  ______________________________________________________________________
 DO1889* NAD 83(1986) POSITION- 28 01 14.8    (N) 081 43 51.4    (W)   HD_HELD2
 DO1889* NAVD 88 ORTHO HEIGHT -    51.430 (meters)      168.73  (feet) ADJUSTED
 DO1889  ______________________________________________________________________
 DO1889  GEOID HEIGHT    -        -26.610 (meters)                     GEOID18
 DO1889  DYNAMIC HEIGHT  -         51.353 (meters)      168.48  (feet) COMP
 DO1889  MODELED GRAVITY -    979,153.6   (mgal)                       NAVD 88
 DO1889
 DO1889  VERT ORDER      -  FIRST     CLASS II
 DO1889
 DO1889.The horizontal coordinates were established by autonomous hand held GPS
 DO1889.observations and have an estimated accuracy of +/- 10 meters.
 DO1889
 DO1889.The orthometric height was determined by differential leveling and
 DO1889.adjusted by the NATIONAL GEODETIC SURVEY
 DO1889.in December 2012.
 DO1889
 DO1889.No vertical observational check was made to the station.
 DO1889
 DO1889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1889.GEOID18 height accuracy estimate available here.
 DO1889
 DO1889.Click photographs - Photos may exist for this station.
 DO1889
 DO1889.The dynamic height is computed by dividing the NAVD 88
 DO1889.geopotential number by the normal gravity value computed on the
 DO1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1889.degrees latitude (g = 980.6199 gals.).
 DO1889
 DO1889.The modeled gravity was interpolated from observed gravity values.
 DO1889
 DO1889;                    North         East    Units  Estimated Accuracy
 DO1889;SPC FL W     -   408,541.      226,458.      MT  (+/- 10 meters HH2 GPS)
 DO1889
 DO1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2814499719(NAD 83)
 DO1889
 DO1889                          SUPERSEDED SURVEY CONTROL
 DO1889
 DO1889.No superseded survey control is available for this station.
 DO1889
 DO1889_MARKER: DD = SURVEY DISK
 DO1889_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1889_STAMPING: 25370 A 2011
 DO1889_MARK LOGO: SWFWMD
 DO1889_PROJECTION: FLUSH
 DO1889_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1889_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1889+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2011
 DO1889_ROD/PIPE-DEPTH: 6.3 meters
 DO1889
 DO1889  HISTORY     - Date     Condition        Report By
 DO1889  HISTORY     - 20110821 MONUMENTED       FLDEP
 DO1889
 DO1889                          STATION DESCRIPTION
 DO1889
 DO1889'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1889'THE MARK IS ABOUT 4.7 MI (7.6 KM) SOUTHEAST OF AUBURNDALE, 1.9 MI (3.1
 DO1889'KM) NORTH-NORTHEAST OF ELOISE, 0.2 MI (0.3 KM) EAST-SOUTHEAST OF
 DO1889'WINTER HAVEN, IN SECTION 29, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1889'
 DO1889'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CENTRAL
 DO1889'AVENUE (STATE ROAD 542) IN WINTER HAVEN, GO EAST ON WEST CENTRAL
 DO1889'AVENUE (STATE ROAD 542) FOR 0.15 MI (0.2 KM) TO THE INTERSECTION OF
 DO1889'THIRD STREET SOUTHWEST.  TURN RIGHT ON THIRD STREET SOUTHWEST AND GO
 DO1889'SOUTH FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF MAGNOLIA AVENUE AND
 DO1889'AVENUE B SOUTHWEST, THE CITY WATER TOWER ON THE RIGHT AND THE MARK ON
 DO1889'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 20.1 FT
 DO1889'(6.1 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM)
 DO1889'PVC PIPE FLUSH WITH THE GROUND AND ABOUT 0.4 FT (12 CM) ABOVE THE
 DO1889'LEVEL OF MAGNOLIA AVENUE.
 DO1889'
 DO1889'LOCATED 38.6 FT (11.8 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DO1889'MAGNOLIA AVENUE, 11.4 FT (3.5 M) EAST OF THE NORTH LEG OF THE WATER
 DO1889'TOWER, 10.9 FT (3.3 M) WEST-NORTHWEST OF A CONCRETE POWER POLE, 1.9 FT
 DO1889'(0.6 M) NORTHEAST OF A CHAIN LINK FENCE AND 1.8 FT (0.5 M) NORTHEAST
 DO1889'OF A CARSONITE WITNESS POST.
 DO1889'
 DO1889'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1889'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1890 ***********************************************************************
 DO1890  DESIGNATION -  25370 B
 DO1890  PID         -  DO1890
 DO1890  STATE/COUNTY-  FL/POLK
 DO1890  COUNTRY     -  US
 DO1890  USGS QUAD   -  WINTER HAVEN (2018)
 DO1890
 DO1890                         *CURRENT SURVEY CONTROL
 DO1890  ______________________________________________________________________
 DO1890* NAD 83(1986) POSITION- 28 01 15.0    (N) 081 43 52.4    (W)   HD_HELD2
 DO1890* NAVD 88 ORTHO HEIGHT -    51.601 (meters)      169.29  (feet) ADJUSTED
 DO1890  ______________________________________________________________________
 DO1890  GEOID HEIGHT    -        -26.610 (meters)                     GEOID18
 DO1890  DYNAMIC HEIGHT  -         51.524 (meters)      169.04  (feet) COMP
 DO1890  MODELED GRAVITY -    979,153.6   (mgal)                       NAVD 88
 DO1890
 DO1890  VERT ORDER      -  FIRST     CLASS II
 DO1890
 DO1890.The horizontal coordinates were established by autonomous hand held GPS
 DO1890.observations and have an estimated accuracy of +/- 10 meters.
 DO1890
 DO1890.The orthometric height was determined by differential leveling and
 DO1890.adjusted by the NATIONAL GEODETIC SURVEY
 DO1890.in December 2012.
 DO1890
 DO1890.No vertical observational check was made to the station.
 DO1890
 DO1890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1890.GEOID18 height accuracy estimate available here.
 DO1890
 DO1890.Click photographs - Photos may exist for this station.
 DO1890
 DO1890.The dynamic height is computed by dividing the NAVD 88
 DO1890.geopotential number by the normal gravity value computed on the
 DO1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1890.degrees latitude (g = 980.6199 gals.).
 DO1890
 DO1890.The modeled gravity was interpolated from observed gravity values.
 DO1890
 DO1890;                    North         East    Units  Estimated Accuracy
 DO1890;SPC FL W     -   408,547.      226,431.      MT  (+/- 10 meters HH2 GPS)
 DO1890
 DO1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2811799725(NAD 83)
 DO1890
 DO1890                          SUPERSEDED SURVEY CONTROL
 DO1890
 DO1890.No superseded survey control is available for this station.
 DO1890
 DO1890_MARKER: DD = SURVEY DISK
 DO1890_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO1890_SP_SET: FOUNDATION WALL
 DO1890_STAMPING: 25370 B 2011
 DO1890_MARK LOGO: FLDEP
 DO1890_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1890+STABILITY: SURFACE MOTION
 DO1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1890+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2011
 DO1890
 DO1890  HISTORY     - Date     Condition        Report By
 DO1890  HISTORY     - 20110821 MONUMENTED       FLDEP
 DO1890
 DO1890                          STATION DESCRIPTION
 DO1890
 DO1890'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1890'THE MARK IS ABOUT 4.7 MI (7.6 KM) SOUTHEAST OF AUBURNDALE, 1.9 MI (3.1
 DO1890'KM) NORTH-NORTHEAST OF ELOISE, 0.2 MI (0.3 KM) EAST-SOUTHEAST OF
 DO1890'WINTER HAVEN, IN SECTION 29, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1890'
 DO1890'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CENTRAL
 DO1890'AVENUE (STATE ROAD 542) IN WINTER HAVEN, GO EAST ON WEST CENTRAL
 DO1890'AVENUE (STATE ROAD 542) FOR 0.15 MI (0.2 KM) TO THE INTERSECTION OF
 DO1890'THIRD STREET SOUTHWEST.  TURN RIGHT ON THIRD STREET SOUTHWEST AND GO
 DO1890'SOUTH FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF MAGNOLIA AVENUE AND
 DO1890'AVENUE B SOUTHWEST, THE CITY WATER TOWER ON THE RIGHT AND THE MARK ON
 DO1890'THE RIGHT, SET FLUSH IN THE TOP OF A FOUNDATION WALL AT A WELL SITE
 DO1890'AND ABOUT 0.4 FT (12 CM) ABOVE THE LEVEL OF MAGNOLIA AVENUE.
 DO1890'
 DO1890'LOCATED 24.5 FT (7.5 M) WEST OF THE APPROXIMATE CENTER OF 2 CHAIN LINK
 DO1890'FENCE GATES, 8.6 FT (2.6 M) NORTHWEST OF THE WELL HEAD, 5.8 FT (1.8 M)
 DO1890'EAST OF A BLOCK BUILDING AND 1.7 FT (0.5 M) EAST OF A CARSONITE
 DO1890'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1910 ***********************************************************************
 DO1910  DESIGNATION -  25371 A
 DO1910  PID         -  DO1910
 DO1910  STATE/COUNTY-  FL/POLK
 DO1910  COUNTRY     -  US
 DO1910  USGS QUAD   -  WINTER HAVEN (2018)
 DO1910
 DO1910                         *CURRENT SURVEY CONTROL
 DO1910  ______________________________________________________________________
 DO1910* NAD 83(1986) POSITION- 28 01 04.4    (N) 081 42 29.1    (W)   HD_HELD2
 DO1910* NAVD 88 ORTHO HEIGHT -    41.219 (meters)      135.23  (feet) ADJUSTED
 DO1910  ______________________________________________________________________
 DO1910  GEOID HEIGHT    -        -26.645 (meters)                     GEOID18
 DO1910  DYNAMIC HEIGHT  -         41.158 (meters)      135.03  (feet) COMP
 DO1910  MODELED GRAVITY -    979,153.4   (mgal)                       NAVD 88
 DO1910
 DO1910  VERT ORDER      -  FIRST     CLASS II
 DO1910
 DO1910.The horizontal coordinates were established by autonomous hand held GPS
 DO1910.observations and have an estimated accuracy of +/- 10 meters.
 DO1910
 DO1910.The orthometric height was determined by differential leveling and
 DO1910.adjusted by the NATIONAL GEODETIC SURVEY
 DO1910.in December 2012.
 DO1910
 DO1910.No vertical observational check was made to the station.
 DO1910
 DO1910.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1910.GEOID18 height accuracy estimate available here.
 DO1910
 DO1910.Click photographs - Photos may exist for this station.
 DO1910
 DO1910.The dynamic height is computed by dividing the NAVD 88
 DO1910.geopotential number by the normal gravity value computed on the
 DO1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1910.degrees latitude (g = 980.6199 gals.).
 DO1910
 DO1910.The modeled gravity was interpolated from observed gravity values.
 DO1910
 DO1910;                    North         East    Units  Estimated Accuracy
 DO1910;SPC FL W     -   408,226.      228,707.      MT  (+/- 10 meters HH2 GPS)
 DO1910
 DO1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3038999386(NAD 83)
 DO1910
 DO1910                          SUPERSEDED SURVEY CONTROL
 DO1910
 DO1910.No superseded survey control is available for this station.
 DO1910
 DO1910_MARKER: DD = SURVEY DISK
 DO1910_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO1910_SP_SET: BRIDGE GUARDRAIL
 DO1910_STAMPING: 25371 A 2011
 DO1910_MARK LOGO: FLDEP
 DO1910_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1910_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1910+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2011
 DO1910
 DO1910  HISTORY     - Date     Condition        Report By
 DO1910  HISTORY     - 20110821 MONUMENTED       FLDEP
 DO1910
 DO1910                          STATION DESCRIPTION
 DO1910
 DO1910'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1910'THE MARK IS ABOUT 5.4 MI (8.7 KM) WEST OF DUNDEE, 2.5 MI (4.0 KM)
 DO1910'NORTHEAST OF ELOISE, 1.6 MI (2.6 KM) EAST OF WINTER HAVEN, IN SECTION
 DO1910'27, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1910'
 DO1910'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CENTRAL
 DO1910'AVENUE (STATE ROAD 542) IN WINTER HAVEN, GO EAST ON CENTRAL AVENUE
 DO1910'(STATE ROAD 542) FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF SOUTH LAKE
 DO1910'ELBERT DRIVE ON THE RIGHT.  TURN RIGHT ON SOUTH LAKE ELBERT DRIVE AND
 DO1910'GO SOUTH AND EAST FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF 11TH STREET
 DO1910'SOUTHEAST ON THE RIGHT.  TURN RIGHT ON 11TH STREET SOUTHEAST AND GO
 DO1910'SOUTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF NORTH LAKE OTIS DRIVE ON
 DO1910'THE LEFT.  TURN LEFT ON NORTH LAKE OTIS DRIVE AND GO SOUTHEAST FOR
 DO1910'0.25 MI (0.4 KM) TO THE T-JUNCTION OF LAKE LINK DRIVE ON THE LEFT AND
 DO1910'LAKEWOOD CAUSEWAY ON THE RIGHT.  TURN RIGHT ON LAKEWOOD CAUSEWAY AND
 DO1910'GO SOUTH FOR 0.1 MI (0.2 KM) TO THE LAKE OTIS-LAKE LINK CANAL BRIDGE
 DO1910'AND THE MARK ON THE RIGHT, SET IN THE TOP OF THE NORTHWEST CONCRETE
 DO1910'GUARDRAIL ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF LAKEWOOD CAUSEWAY.
 DO1910'
 DO1910'LOCATED 33.8 FT (10.3 M) NORTHWEST OF SURVEY MARK 25371 B, 26.4 FT
 DO1910'(8.0 M) SOUTHWEST OF A CONCRETE STREET LIGHT POLE, 10.9 FT (3.3 M)
 DO1910'WEST OF THE APPROXIMATE CENTERLINE OF LAKEWOOD CAUSEWAY, 10.7 FT (3.3
 DO1910'M) SOUTH OF A YELLOW CONCRETE CURB AND 0.5 FT (15 CM) SOUTH OF THE
 DO1910'NORTH END OF THE CONCRETE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1911 ***********************************************************************
 DO1911  DESIGNATION -  25371 B
 DO1911  PID         -  DO1911
 DO1911  STATE/COUNTY-  FL/POLK
 DO1911  COUNTRY     -  US
 DO1911  USGS QUAD   -  WINTER HAVEN (2018)
 DO1911
 DO1911                         *CURRENT SURVEY CONTROL
 DO1911  ______________________________________________________________________
 DO1911* NAD 83(1986) POSITION- 28 01 04.2    (N) 081 42 28.9    (W)   HD_HELD2
 DO1911* NAVD 88 ORTHO HEIGHT -    41.202 (meters)      135.18  (feet) ADJUSTED
 DO1911  ______________________________________________________________________
 DO1911  GEOID HEIGHT    -        -26.645 (meters)                     GEOID18
 DO1911  DYNAMIC HEIGHT  -         41.140 (meters)      134.97  (feet) COMP
 DO1911  MODELED GRAVITY -    979,153.4   (mgal)                       NAVD 88
 DO1911
 DO1911  VERT ORDER      -  FIRST     CLASS II
 DO1911
 DO1911.The horizontal coordinates were established by autonomous hand held GPS
 DO1911.observations and have an estimated accuracy of +/- 10 meters.
 DO1911
 DO1911.The orthometric height was determined by differential leveling and
 DO1911.adjusted by the NATIONAL GEODETIC SURVEY
 DO1911.in December 2012.
 DO1911
 DO1911.No vertical observational check was made to the station.
 DO1911
 DO1911.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1911.GEOID18 height accuracy estimate available here.
 DO1911
 DO1911.Click photographs - Photos may exist for this station.
 DO1911
 DO1911.The dynamic height is computed by dividing the NAVD 88
 DO1911.geopotential number by the normal gravity value computed on the
 DO1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1911.degrees latitude (g = 980.6199 gals.).
 DO1911
 DO1911.The modeled gravity was interpolated from observed gravity values.
 DO1911
 DO1911;                    North         East    Units  Estimated Accuracy
 DO1911;SPC FL W     -   408,220.      228,713.      MT  (+/- 10 meters HH2 GPS)
 DO1911
 DO1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3039599379(NAD 83)
 DO1911
 DO1911                          SUPERSEDED SURVEY CONTROL
 DO1911
 DO1911.No superseded survey control is available for this station.
 DO1911
 DO1911_MARKER: DD = SURVEY DISK
 DO1911_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO1911_SP_SET: BRIDGE GUARDRAIL
 DO1911_STAMPING: 25371 B 2011
 DO1911_MARK LOGO: FLDEP
 DO1911_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1911+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2011
 DO1911
 DO1911  HISTORY     - Date     Condition        Report By
 DO1911  HISTORY     - 20110821 MONUMENTED       FLDEP
 DO1911
 DO1911                          STATION DESCRIPTION
 DO1911
 DO1911'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1911'THE MARK IS ABOUT 5.4 MI (8.7 KM) WEST OF DUNDEE, 2.5 MI (4.0 KM)
 DO1911'NORTHEAST OF ELOISE, 1.6 MI (2.6 KM) EAST OF WINTER HAVEN, IN SECTION
 DO1911'27, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1911'
 DO1911'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CENTRAL
 DO1911'AVENUE (STATE ROAD 542) IN WINTER HAVEN, GO EAST ON CENTRAL AVENUE
 DO1911'(STATE ROAD 542) FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF SOUTH LAKE
 DO1911'ELBERT DRIVE ON THE RIGHT.  TURN RIGHT ON SOUTH LAKE ELBERT DRIVE AND
 DO1911'GO SOUTH AND EAST FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF 11TH STREET
 DO1911'SOUTHEAST ON THE RIGHT.  TURN RIGHT ON 11TH STREET SOUTHEAST AND GO
 DO1911'SOUTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF NORTH LAKE OTIS DRIVE ON
 DO1911'THE LEFT.  TURN LEFT ON NORTH LAKE OTIS DRIVE AND GO SOUTHEAST FOR
 DO1911'0.25 MI (0.4 KM) TO THE T-JUNCTION OF LAKE LINK DRIVE ON THE LEFT AND
 DO1911'LAKEWOOD CAUSEWAY ON THE RIGHT.  TURN RIGHT ON LAKEWOOD CAUSEWAY AND
 DO1911'GO SOUTH FOR 0.1 MI (0.2 KM) TO THE LAKE OTIS-LAKE LINK CANAL BRIDGE
 DO1911'AND THE MARK ON THE RIGHT, SET IN THE TOP OF THE SOUTHEAST CONCRETE
 DO1911'GUARDRAIL ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF LAKEWOOD CAUSEWAY.
 DO1911'
 DO1911'LOCATED 33.8 FT (10.3 M) SOUTHEAST OF SURVEY MARK 25371 A, 24.9 FT
 DO1911'(7.6 M) SOUTH OF THE NORTH END OF THE CONCRETE GUARDRAIL, 12.3 FT (3.7
 DO1911'M) EAST OF THE APPROXIMATE CENTERLINE OF LAKEWOOD CAUSEWAY, 9.8 FT
 DO1911'(3.0 M) NORTH OF A YELLOW CONCRETE CURB AND 0.5 FT (15 CM) NORTH OF
 DO1911'THE SOUTH END OF THE CONCRETE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1912 ***********************************************************************
 DO1912  DESIGNATION -  25372 A
 DO1912  PID         -  DO1912
 DO1912  STATE/COUNTY-  FL/POLK
 DO1912  COUNTRY     -  US
 DO1912  USGS QUAD   -  WINTER HAVEN (2018)
 DO1912
 DO1912                         *CURRENT SURVEY CONTROL
 DO1912  ______________________________________________________________________
 DO1912* NAD 83(1986) POSITION- 28 01 15.0    (N) 081 41 44.7    (W)   HD_HELD2
 DO1912* NAVD 88 ORTHO HEIGHT -    39.815 (meters)      130.63  (feet) ADJUSTED
 DO1912  ______________________________________________________________________
 DO1912  GEOID HEIGHT    -        -26.681 (meters)                     GEOID18
 DO1912  DYNAMIC HEIGHT  -         39.756 (meters)      130.43  (feet) COMP
 DO1912  MODELED GRAVITY -    979,153.0   (mgal)                       NAVD 88
 DO1912
 DO1912  VERT ORDER      -  FIRST     CLASS II
 DO1912
 DO1912.The horizontal coordinates were established by autonomous hand held GPS
 DO1912.observations and have an estimated accuracy of +/- 10 meters.
 DO1912
 DO1912.The orthometric height was determined by differential leveling and
 DO1912.adjusted by the NATIONAL GEODETIC SURVEY
 DO1912.in December 2012.
 DO1912
 DO1912.No vertical observational check was made to the station.
 DO1912
 DO1912.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1912.GEOID18 height accuracy estimate available here.
 DO1912
 DO1912.Click photographs - Photos may exist for this station.
 DO1912
 DO1912.The dynamic height is computed by dividing the NAVD 88
 DO1912.geopotential number by the normal gravity value computed on the
 DO1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1912.degrees latitude (g = 980.6199 gals.).
 DO1912
 DO1912.The modeled gravity was interpolated from observed gravity values.
 DO1912
 DO1912;                    North         East    Units  Estimated Accuracy
 DO1912;SPC FL W     -   408,555.      229,919.      MT  (+/- 10 meters HH2 GPS)
 DO1912
 DO1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3160499705(NAD 83)
 DO1912
 DO1912                          SUPERSEDED SURVEY CONTROL
 DO1912
 DO1912.No superseded survey control is available for this station.
 DO1912
 DO1912_MARKER: DD = SURVEY DISK
 DO1912_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO1912+WITH SETTING: INFORMATION.
 DO1912_STAMPING: 25372 A 2011
 DO1912_MARK LOGO: SWFWMD
 DO1912_PROJECTION: FLUSH
 DO1912_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1912+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2011
 DO1912_ROD/PIPE-DEPTH: 3.0 meters
 DO1912
 DO1912  HISTORY     - Date     Condition        Report By
 DO1912  HISTORY     - 20110821 MONUMENTED       FLDEP
 DO1912
 DO1912                          STATION DESCRIPTION
 DO1912
 DO1912'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1912'THE MARK IS ABOUT 4.7 MI (7.6 KM) WEST OF DUNDEE, 3.2 MI (5.1 KM)
 DO1912'NORTHEAST OF ELOISE, 2.3 MI (3.7 KM) EAST OF WINTER HAVEN, IN SECTION
 DO1912'27, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1912'
 DO1912'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CENTRAL
 DO1912'AVENUE (STATE ROAD 542) IN WINTER HAVEN, GO EAST ON CENTRAL AVENUE
 DO1912'(STATE ROAD 542) FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF SOUTH LAKE
 DO1912'ELBERT DRIVE ON THE RIGHT.  TURN RIGHT ON SOUTH LAKE ELBERT DRIVE
 DO1912'(BECOMING DUNDEE ROAD) AND GO SOUTH AND EAST FOR 1.3 MI (2.1 KM) TO
 DO1912'THE JUNCTION OF 18TH STREET SOUTHEAST ON THE RIGHT.  TURN RIGHT ON
 DO1912'18TH STREET AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF LAKE
 DO1912'MARIAM DRIVE ON THE LEFT.  TURN LEFT ON LAKE MARIAM DRIVE AND GO EAST
 DO1912'FOR 0.05 MI (0.1 KM) TO THE LAKE MARIAM BOAT LANDING ON THE RIGHT AND
 DO1912'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO1912'9.7 FT (3.0 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH
 DO1912'(10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 1.5 FT (0.5 M) BELOW
 DO1912'THE LEVEL OF LAKE MARIAM DRIVE.
 DO1912'
 DO1912'LOCATED 161.4 FT (49.2 M) NORTHEAST OF SURVEY MARK 25372 B, 108.6 FT
 DO1912'(33.1 M) EAST-SOUTHEAST OF A WOODEN POWER POLE, 97.2 FT (29.6 M) SOUTH
 DO1912'OF THE APPROXIMATE CENTERLINE OF LAKE MARIAM DRIVE, 44.7 FT (13.6 M)
 DO1912'EAST OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP, 2.0 FT (0.6 M)
 DO1912'SOUTH OF A WOODEN SIGN AND 1.8 FT (0.5 M) SOUTH OF A CARSONITE WITNESS
 DO1912'POST.
 DO1912'
 DO1912'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1912'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1913 ***********************************************************************
 DO1913  DESIGNATION -  25372 B
 DO1913  PID         -  DO1913
 DO1913  STATE/COUNTY-  FL/POLK
 DO1913  COUNTRY     -  US
 DO1913  USGS QUAD   -  WINTER HAVEN (2018)
 DO1913
 DO1913                         *CURRENT SURVEY CONTROL
 DO1913  ______________________________________________________________________
 DO1913* NAD 83(1986) POSITION- 28 01 13.5    (N) 081 41 45.5    (W)   HD_HELD2
 DO1913* NAVD 88 ORTHO HEIGHT -    37.655 (meters)      123.54  (feet) ADJUSTED
 DO1913  ______________________________________________________________________
 DO1913  GEOID HEIGHT    -        -26.679 (meters)                     GEOID18
 DO1913  DYNAMIC HEIGHT  -         37.599 (meters)      123.36  (feet) COMP
 DO1913  MODELED GRAVITY -    979,153.1   (mgal)                       NAVD 88
 DO1913
 DO1913  VERT ORDER      -  FIRST     CLASS II
 DO1913
 DO1913.The horizontal coordinates were established by autonomous hand held GPS
 DO1913.observations and have an estimated accuracy of +/- 10 meters.
 DO1913
 DO1913.The orthometric height was determined by differential leveling and
 DO1913.adjusted by the NATIONAL GEODETIC SURVEY
 DO1913.in December 2012.
 DO1913
 DO1913.No vertical observational check was made to the station.
 DO1913
 DO1913.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1913.GEOID18 height accuracy estimate available here.
 DO1913
 DO1913.Click photographs - Photos may exist for this station.
 DO1913
 DO1913.The dynamic height is computed by dividing the NAVD 88
 DO1913.geopotential number by the normal gravity value computed on the
 DO1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1913.degrees latitude (g = 980.6199 gals.).
 DO1913
 DO1913.The modeled gravity was interpolated from observed gravity values.
 DO1913
 DO1913;                    North         East    Units  Estimated Accuracy
 DO1913;SPC FL W     -   408,509.      229,897.      MT  (+/- 10 meters HH2 GPS)
 DO1913
 DO1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3158299659(NAD 83)
 DO1913
 DO1913                          SUPERSEDED SURVEY CONTROL
 DO1913
 DO1913.No superseded survey control is available for this station.
 DO1913
 DO1913_MARKER: DD = SURVEY DISK
 DO1913_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1913_STAMPING: 25372 B 2011
 DO1913_MARK LOGO: SWFWMD
 DO1913_PROJECTION: FLUSH
 DO1913_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1913+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2011
 DO1913_ROD/PIPE-DEPTH: 3.1 meters
 DO1913
 DO1913  HISTORY     - Date     Condition        Report By
 DO1913  HISTORY     - 20110821 MONUMENTED       FLDEP
 DO1913
 DO1913                          STATION DESCRIPTION
 DO1913
 DO1913'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1913'THE MARK IS ABOUT 4.7 MI (7.6 KM) WEST OF DUNDEE, 3.2 MI (5.1 KM)
 DO1913'NORTHEAST OF ELOISE, 2.3 MI (3.7 KM) EAST OF WINTER HAVEN, IN SECTION
 DO1913'27, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1913'
 DO1913'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CENTRAL
 DO1913'AVENUE (STATE ROAD 542) IN WINTER HAVEN, GO EAST ON CENTRAL AVENUE
 DO1913'(STATE ROAD 542) FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF SOUTH LAKE
 DO1913'ELBERT DRIVE ON THE RIGHT.  TURN RIGHT ON SOUTH LAKE ELBERT DRIVE
 DO1913'(BECOMING DUNDEE ROAD) AND GO SOUTH AND EAST FOR 1.3 MI (2.1 KM) TO
 DO1913'THE JUNCTION OF 18TH STREET SOUTHEAST ON THE RIGHT.  TURN RIGHT ON
 DO1913'18TH STREET SOUTHEAST AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION
 DO1913'OF LAKE MARIAM DRIVE ON THE LEFT.  TURN LEFT ON LAKE MARIAM DRIVE AND
 DO1913'GO EAST FOR 0.05 MI (0.1 KM) TO THE LAKE MARIAM BOAT LANDING ON THE
 DO1913'RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DO1913'A DEPTH OF 10.3 FT (3.1 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED
 DO1913'IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 7.0 FT
 DO1913'(2.1 M) BELOW THE LEVEL OF LAKE MARIAM DRIVE.
 DO1913'
 DO1913'LOCATED 225.8 FT (68.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF LAKE
 DO1913'MARIAM DRIVE, 198.6 FT (60.5 M) SOUTH OF A WOODEN POWER POLE, 161.4 FT
 DO1913'(49.2 M) SOUTHWEST OF SURVEY MARK 25372 A, 32.9 FT (10.0 M) WEST OF
 DO1913'THE SOUTHWEST CORNER OF THE FISHING PIER AND 1.6 FT (0.5 M) EAST OF A
 DO1913'CARSONITE WITNESS POST.
 DO1913'
 DO1913'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1913'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1893 ***********************************************************************
 DO1893  DESIGNATION -  25375 A
 DO1893  PID         -  DO1893
 DO1893  STATE/COUNTY-  FL/POLK
 DO1893  COUNTRY     -  US
 DO1893  USGS QUAD   -  WINTER HAVEN (2018)
 DO1893
 DO1893                         *CURRENT SURVEY CONTROL
 DO1893  ______________________________________________________________________
 DO1893* NAD 83(1986) POSITION- 28 02 13.6    (N) 081 43 19.3    (W)   HD_HELD2
 DO1893* NAVD 88 ORTHO HEIGHT -    42.760 (meters)      140.29  (feet) ADJUSTED
 DO1893  ______________________________________________________________________
 DO1893  GEOID HEIGHT    -        -26.687 (meters)                     GEOID18
 DO1893  DYNAMIC HEIGHT  -         42.696 (meters)      140.08  (feet) COMP
 DO1893  MODELED GRAVITY -    979,152.5   (mgal)                       NAVD 88
 DO1893
 DO1893  VERT ORDER      -  FIRST     CLASS II
 DO1893
 DO1893.The horizontal coordinates were established by autonomous hand held GPS
 DO1893.observations and have an estimated accuracy of +/- 10 meters.
 DO1893
 DO1893.The orthometric height was determined by differential leveling and
 DO1893.adjusted by the NATIONAL GEODETIC SURVEY
 DO1893.in December 2012.
 DO1893
 DO1893.No vertical observational check was made to the station.
 DO1893
 DO1893.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1893.GEOID18 height accuracy estimate available here.
 DO1893
 DO1893.Click photographs - Photos may exist for this station.
 DO1893
 DO1893.The dynamic height is computed by dividing the NAVD 88
 DO1893.geopotential number by the normal gravity value computed on the
 DO1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1893.degrees latitude (g = 980.6199 gals.).
 DO1893
 DO1893.The modeled gravity was interpolated from observed gravity values.
 DO1893
 DO1893;                    North         East    Units  Estimated Accuracy
 DO1893;SPC FL W     -   410,353.      227,331.      MT  (+/- 10 meters HH2 GPS)
 DO1893
 DO1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2903101523(NAD 83)
 DO1893
 DO1893                          SUPERSEDED SURVEY CONTROL
 DO1893
 DO1893.No superseded survey control is available for this station.
 DO1893
 DO1893_MARKER: DD = SURVEY DISK
 DO1893_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1893_STAMPING: 25375 A 2011
 DO1893_MARK LOGO: SWFWMD
 DO1893_PROJECTION: FLUSH
 DO1893_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1893+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2011
 DO1893_ROD/PIPE-DEPTH: 8.8 meters
 DO1893
 DO1893  HISTORY     - Date     Condition        Report By
 DO1893  HISTORY     - 20110721 MONUMENTED       FLDEP
 DO1893
 DO1893                          STATION DESCRIPTION
 DO1893
 DO1893'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1893'THE MARK IS ABOUT 4.5 MI (7.2 KM) EAST-SOUTHEAST OF AUBURNDALE, 3.1 MI
 DO1893'(5.0 KM) NORTH-NORTHEAST OF ELOISE, 1.2 MI (1.9 KM) NORTH-NORTHEAST OF
 DO1893'WINTER HAVEN, IN SECTION 21, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1893'
 DO1893'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1893'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO1893'NORTHEAST FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF FIRST STREET
 DO1893'NORTH.  TURN RIGHT ON FIRST STREET NORTH AND GO SOUTH FOR 0.5 MI (0.8
 DO1893'KM) TO THE INTERSECTION OF AVENUE O NORTHEAST.  TURN LEFT ON AVENUE O
 DO1893'NORTHEAST AND GO EAST FOR 0.3 MI (0.5 KM) TO THE LAKE MAUDE BOAT
 DO1893'LANDING ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN
 DO1893'TO REFUSAL AT A DEPTH OF 29.0 FT (8.8 M) WITH AN ALUMINUM DISK
 DO1893'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DO1893'GROUND AND ABOUT 0.4 FT (12 CM) BELOW THE LEVEL OF AVENUE O NORTHEAST.
 DO1893'LOCATED 112.4 FT (34.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DO1893'AVENUE O NORTHEAST, 73.6 FT (22.4 M) WEST OF SURVEY MARK 25375 B, 3.7
 DO1893'FT (1.1 M) SOUTHEAST OF A CHAIN LINK FENCE, 2.4 FT (0.7 M) SOUTHEAST
 DO1893'OF A CARSONITE WITNESS POST AND 2.1 FT (0.6 M) SOUTH OF A CHAIN LINK
 DO1893'FENCE CORNER POST.
 DO1893'
 DO1893'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1893'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1894 ***********************************************************************
 DO1894  DESIGNATION -  25375 B
 DO1894  PID         -  DO1894
 DO1894  STATE/COUNTY-  FL/POLK
 DO1894  COUNTRY     -  US
 DO1894  USGS QUAD   -  WINTER HAVEN (2018)
 DO1894
 DO1894                         *CURRENT SURVEY CONTROL
 DO1894  ______________________________________________________________________
 DO1894* NAD 83(1986) POSITION- 28 02 13.6    (N) 081 43 18.3    (W)   HD_HELD2
 DO1894* NAVD 88 ORTHO HEIGHT -    42.236 (meters)      138.57  (feet) ADJUSTED
 DO1894  ______________________________________________________________________
 DO1894  GEOID HEIGHT    -        -26.687 (meters)                     GEOID18
 DO1894  DYNAMIC HEIGHT  -         42.173 (meters)      138.36  (feet) COMP
 DO1894  MODELED GRAVITY -    979,152.5   (mgal)                       NAVD 88
 DO1894
 DO1894  VERT ORDER      -  FIRST     CLASS II
 DO1894
 DO1894.The horizontal coordinates were established by autonomous hand held GPS
 DO1894.observations and have an estimated accuracy of +/- 10 meters.
 DO1894
 DO1894.The orthometric height was determined by differential leveling and
 DO1894.adjusted by the NATIONAL GEODETIC SURVEY
 DO1894.in December 2012.
 DO1894
 DO1894.No vertical observational check was made to the station.
 DO1894
 DO1894.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1894.GEOID18 height accuracy estimate available here.
 DO1894
 DO1894.Click photographs - Photos may exist for this station.
 DO1894
 DO1894.The dynamic height is computed by dividing the NAVD 88
 DO1894.geopotential number by the normal gravity value computed on the
 DO1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1894.degrees latitude (g = 980.6199 gals.).
 DO1894
 DO1894.The modeled gravity was interpolated from observed gravity values.
 DO1894
 DO1894;                    North         East    Units  Estimated Accuracy
 DO1894;SPC FL W     -   410,353.      227,358.      MT  (+/- 10 meters HH2 GPS)
 DO1894
 DO1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2905801523(NAD 83)
 DO1894
 DO1894                          SUPERSEDED SURVEY CONTROL
 DO1894
 DO1894.No superseded survey control is available for this station.
 DO1894
 DO1894_MARKER: DD = SURVEY DISK
 DO1894_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1894_STAMPING: 25375 B 2011
 DO1894_MARK LOGO: SWFWMD
 DO1894_PROJECTION: FLUSH
 DO1894_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1894_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1894+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2011
 DO1894_ROD/PIPE-DEPTH: 24.5 meters
 DO1894
 DO1894  HISTORY     - Date     Condition        Report By
 DO1894  HISTORY     - 20110721 MONUMENTED       FLDEP
 DO1894
 DO1894                          STATION DESCRIPTION
 DO1894
 DO1894'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1894'THE MARK IS ABOUT 4.5 MI (7.2 KM) EAST-SOUTHEAST OF AUBURNDALE, 3.1 MI
 DO1894'(5.0 KM) NORTH-NORTHEAST OF ELOISE, 1.2 MI (1.9 KM) NORTH-NORTHEAST OF
 DO1894'WINTER HAVEN, IN SECTION 21, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1894'
 DO1894'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1894'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO1894'NORTHEAST FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF FIRST STREET
 DO1894'NORTH.  TURN RIGHT ON FIRST STREET NORTH AND GO SOUTH FOR 0.5 MI (0.8
 DO1894'KM) TO THE INTERSECTION OF AVENUE O NORTHEAST.  TURN LEFT ON AVENUE O
 DO1894'NORTHEAST AND GO EAST FOR 0.3 MI (0.5 KM) TO THE LAKE MAUDE BOAT
 DO1894'LANDING ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN
 DO1894'TO REFUSAL AT A DEPTH OF 80.4 FT (24.5 M) WITH AN ALUMINUM DISK
 DO1894'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DO1894'GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF AVENUE O NORTHEAST.
 DO1894'LOCATED 129.6 FT (39.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DO1894'AVENUE O NORTHEAST, 73.6 FT (22.4 M) EAST OF SURVEY MARK 25375 A, 12.7
 DO1894'FT (3.9 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP
 DO1894'AND 1.2 FT (0.4 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DO1894'
 DO1894'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1894'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1895 ***********************************************************************
 DO1895  DESIGNATION -  25376 A
 DO1895  PID         -  DO1895
 DO1895  STATE/COUNTY-  FL/POLK
 DO1895  COUNTRY     -  US
 DO1895  USGS QUAD   -  WINTER HAVEN (2018)
 DO1895
 DO1895                         *CURRENT SURVEY CONTROL
 DO1895  ______________________________________________________________________
 DO1895* NAD 83(1986) POSITION- 28 01 54.8    (N) 081 43 11.0    (W)   HD_HELD2
 DO1895* NAVD 88 ORTHO HEIGHT -    43.669 (meters)      143.27  (feet) ADJUSTED
 DO1895  ______________________________________________________________________
 DO1895  GEOID HEIGHT    -        -26.672 (meters)                     GEOID18
 DO1895  DYNAMIC HEIGHT  -         43.604 (meters)      143.06  (feet) COMP
 DO1895  MODELED GRAVITY -    979,152.7   (mgal)                       NAVD 88
 DO1895
 DO1895  VERT ORDER      -  FIRST     CLASS II
 DO1895
 DO1895.The horizontal coordinates were established by autonomous hand held GPS
 DO1895.observations and have an estimated accuracy of +/- 10 meters.
 DO1895
 DO1895.The orthometric height was determined by differential leveling and
 DO1895.adjusted by the NATIONAL GEODETIC SURVEY
 DO1895.in December 2012.
 DO1895
 DO1895.No vertical observational check was made to the station.
 DO1895
 DO1895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1895.GEOID18 height accuracy estimate available here.
 DO1895
 DO1895.Click photographs - Photos may exist for this station.
 DO1895
 DO1895.The dynamic height is computed by dividing the NAVD 88
 DO1895.geopotential number by the normal gravity value computed on the
 DO1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1895.degrees latitude (g = 980.6199 gals.).
 DO1895
 DO1895.The modeled gravity was interpolated from observed gravity values.
 DO1895
 DO1895;                    North         East    Units  Estimated Accuracy
 DO1895;SPC FL W     -   409,774.      227,559.      MT  (+/- 10 meters HH2 GPS)
 DO1895
 DO1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2925400943(NAD 83)
 DO1895
 DO1895                          SUPERSEDED SURVEY CONTROL
 DO1895
 DO1895.No superseded survey control is available for this station.
 DO1895
 DO1895_MARKER: DD = SURVEY DISK
 DO1895_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1895_STAMPING: 25376 A 2011
 DO1895_MARK LOGO: SWFWMD
 DO1895_PROJECTION: FLUSH
 DO1895_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1895_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1895+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2011
 DO1895_ROD/PIPE-DEPTH: 4.4 meters
 DO1895
 DO1895  HISTORY     - Date     Condition        Report By
 DO1895  HISTORY     - 20110720 MONUMENTED       FLDEP
 DO1895
 DO1895                          STATION DESCRIPTION
 DO1895
 DO1895'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1895'THE MARK IS ABOUT 4.8 MI (7.7 KM) EAST-SOUTHEAST OF AUBURNDALE, 2.8 MI
 DO1895'(4.5 KM) NORTH-NORTHEAST OF ELOISE, 1.1 MI (1.8 KM) NORTHEAST OF
 DO1895'WINTER HAVEN, IN SECTION 21, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1895'
 DO1895'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1895'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO1895'NORTHEAST FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF FIRST STREET
 DO1895'NORTH.  TURN RIGHT ON FIRST STREET NORTH AND GO SOUTH FOR 0.8 MI
 DO1895'(BECOMING EAST LAKE SILVER DRIVE) TO THE INTERSECTION OF AVENUE K
 DO1895'NORTHEAST.  TURN LEFT ON AVENUE K NORTHEAST AND GO EAST FOR 0.2 MI
 DO1895'(0.3 KM) TO THE JUNCTION OF EAST LAKE MARTHA DRIVE ON THE RIGHT, BEAR
 DO1895'RIGHT ON EAST LAKE MARTHA DRIVE AND GO EAST AND SOUTHEAST FOR 0.2 MI
 DO1895'(0.3 KM) TO THE LAKE MARTHA BOAT LANDING ON THE RIGHT AND THE MARK ON
 DO1895'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 14.4 FT
 DO1895'(4.4 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM)
 DO1895'PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH EAST LAKE MARTHA DRIVE.
 DO1895'
 DO1895'LOCATED 150.4 FT (45.8 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DO1895'EAST LAKE MARTHA DRIVE, 126.3 FT (38.5 M) NORTHWEST OF THE APPROXIMATE
 DO1895'CENTERLINE OF THE BOAT RAMP, 71.6 FT (21.8 M) NORTHWEST OF SURVEY MARK
 DO1895'25376 B AND 1.2 FT (0.4 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DO1895'
 DO1895'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1895'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1896 ***********************************************************************
 DO1896  DESIGNATION -  25376 B
 DO1896  PID         -  DO1896
 DO1896  STATE/COUNTY-  FL/POLK
 DO1896  COUNTRY     -  US
 DO1896  USGS QUAD   -  WINTER HAVEN (2018)
 DO1896
 DO1896                         *CURRENT SURVEY CONTROL
 DO1896  ______________________________________________________________________
 DO1896* NAD 83(1986) POSITION- 28 01 54.3    (N) 081 43 10.4    (W)   HD_HELD2
 DO1896* NAVD 88 ORTHO HEIGHT -    43.849 (meters)      143.86  (feet) ADJUSTED
 DO1896  ______________________________________________________________________
 DO1896  GEOID HEIGHT    -        -26.672 (meters)                     GEOID18
 DO1896  DYNAMIC HEIGHT  -         43.783 (meters)      143.64  (feet) COMP
 DO1896  MODELED GRAVITY -    979,152.7   (mgal)                       NAVD 88
 DO1896
 DO1896  VERT ORDER      -  FIRST     CLASS II
 DO1896
 DO1896.The horizontal coordinates were established by autonomous hand held GPS
 DO1896.observations and have an estimated accuracy of +/- 10 meters.
 DO1896
 DO1896.The orthometric height was determined by differential leveling and
 DO1896.adjusted by the NATIONAL GEODETIC SURVEY
 DO1896.in December 2012.
 DO1896
 DO1896.No vertical observational check was made to the station.
 DO1896
 DO1896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1896.GEOID18 height accuracy estimate available here.
 DO1896
 DO1896.Click photographs - Photos may exist for this station.
 DO1896
 DO1896.The dynamic height is computed by dividing the NAVD 88
 DO1896.geopotential number by the normal gravity value computed on the
 DO1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1896.degrees latitude (g = 980.6199 gals.).
 DO1896
 DO1896.The modeled gravity was interpolated from observed gravity values.
 DO1896
 DO1896;                    North         East    Units  Estimated Accuracy
 DO1896;SPC FL W     -   409,759.      227,575.      MT  (+/- 10 meters HH2 GPS)
 DO1896
 DO1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2927100928(NAD 83)
 DO1896
 DO1896                          SUPERSEDED SURVEY CONTROL
 DO1896
 DO1896.No superseded survey control is available for this station.
 DO1896
 DO1896_MARKER: DD = SURVEY DISK
 DO1896_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO1896_SP_SET: CULVERT HEADWALL
 DO1896_STAMPING: 25376 B 2011
 DO1896_MARK LOGO: FLDEP
 DO1896_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1896+STABILITY: SURFACE MOTION
 DO1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1896+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2011
 DO1896
 DO1896  HISTORY     - Date     Condition        Report By
 DO1896  HISTORY     - 20110720 MONUMENTED       FLDEP
 DO1896
 DO1896                          STATION DESCRIPTION
 DO1896
 DO1896'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1896'THE MARK IS ABOUT 4.8 MI (7.7 KM) EAST-SOUTHEAST OF AUBURNDALE, 2.8 MI
 DO1896'(4.5 KM) NORTH-NORTHEAST OF ELOISE, 1.1 MI (1.8 KM) NORTHEAST OF
 DO1896'WINTER HAVEN, IN SECTION 21, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1896'
 DO1896'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1896'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO1896'NORTHEAST FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF FIRST STREET
 DO1896'NORTH.  TURN RIGHT ON FIRST STREET NORTH AND GO SOUTH FOR 0.8 MI
 DO1896'(BECOMING EAST LAKE SILVER DRIVE) TO THE INTERSECTION OF AVENUE K
 DO1896'NORTHEAST.  TURN LEFT ON AVENUE K NORTHEAST AND GO EAST FOR 0.2 MI
 DO1896'(0.3 KM) TO THE JUNCTION OF EAST LAKE MARTHA DRIVE ON THE RIGHT, BEAR
 DO1896'RIGHT ON EAST LAKE MARTHA DRIVE AND GO EAST AND SOUTHEAST FOR 0.2 MI
 DO1896'(0.3 KM) TO THE LAKE MARTHA BOAT LANDING ON THE RIGHT AND THE MARK ON
 DO1896'THE RIGHT, SET FLUSH IN THE TOP OF A CONCRETE CULVERT HEADWALL LEVEL
 DO1896'WITH EAST LAKE MARTHA DRIVE.
 DO1896'
 DO1896'LOCATED 175.0 FT (53.3 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DO1896'EAST LAKE MARTHA DRIVE, 71.6 FT (21.8 M) SOUTHEAST OF SURVEY MARK
 DO1896'25376 A, 55.8 FT (17.0 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DO1896'THE BOAT RAMP, 0.7 FT (21 CM) SOUTHEAST OF A CARSONITE WITNESS POST
 DO1896'AND 0.6 FT (18 CM) WEST OF THE EAST END OF THE CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1897 ***********************************************************************
 DO1897  DESIGNATION -  25377 A
 DO1897  PID         -  DO1897
 DO1897  STATE/COUNTY-  FL/POLK
 DO1897  COUNTRY     -  US
 DO1897  USGS QUAD   -  WINTER HAVEN (2018)
 DO1897
 DO1897                         *CURRENT SURVEY CONTROL
 DO1897  ______________________________________________________________________
 DO1897* NAD 83(1986) POSITION- 28 01 45.6    (N) 081 42 42.0    (W)   HD_HELD2
 DO1897* NAVD 88 ORTHO HEIGHT -    41.460 (meters)      136.02  (feet) ADJUSTED
 DO1897  ______________________________________________________________________
 DO1897  GEOID HEIGHT    -        -26.679 (meters)                     GEOID18
 DO1897  DYNAMIC HEIGHT  -         41.398 (meters)      135.82  (feet) COMP
 DO1897  MODELED GRAVITY -    979,152.8   (mgal)                       NAVD 88
 DO1897
 DO1897  VERT ORDER      -  FIRST     CLASS II
 DO1897
 DO1897.The horizontal coordinates were established by autonomous hand held GPS
 DO1897.observations and have an estimated accuracy of +/- 10 meters.
 DO1897
 DO1897.The orthometric height was determined by differential leveling and
 DO1897.adjusted by the NATIONAL GEODETIC SURVEY
 DO1897.in December 2012.
 DO1897
 DO1897.No vertical observational check was made to the station.
 DO1897
 DO1897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1897.GEOID18 height accuracy estimate available here.
 DO1897
 DO1897.Click photographs - Photos may exist for this station.
 DO1897
 DO1897.The dynamic height is computed by dividing the NAVD 88
 DO1897.geopotential number by the normal gravity value computed on the
 DO1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1897.degrees latitude (g = 980.6199 gals.).
 DO1897
 DO1897.The modeled gravity was interpolated from observed gravity values.
 DO1897
 DO1897;                    North         East    Units  Estimated Accuracy
 DO1897;SPC FL W     -   409,493.      228,352.      MT  (+/- 10 meters HH2 GPS)
 DO1897
 DO1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3004500655(NAD 83)
 DO1897
 DO1897                          SUPERSEDED SURVEY CONTROL
 DO1897
 DO1897.No superseded survey control is available for this station.
 DO1897
 DO1897_MARKER: DD = SURVEY DISK
 DO1897_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1897_STAMPING: 25377 A 2011
 DO1897_MARK LOGO: SWFWMD
 DO1897_PROJECTION: FLUSH
 DO1897_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1897+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2011
 DO1897_ROD/PIPE-DEPTH: 13.7 meters
 DO1897
 DO1897  HISTORY     - Date     Condition        Report By
 DO1897  HISTORY     - 20110720 MONUMENTED       FLDEP
 DO1897  HISTORY     - 20220209 GOOD             USPSQD
 DO1897
 DO1897                          STATION DESCRIPTION
 DO1897
 DO1897'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1897'THE MARK IS ABOUT 5.3 MI (8.5 KM) EAST-SOUTHEAST OF AUBURNDALE, 2.9 MI
 DO1897'(4.7 KM) NORTHEAST OF ELOISE, 1.4 MI (2.3 KM) EAST-NORTHEAST OF WINTER
 DO1897'HAVEN, IN SECTION 21, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1897'
 DO1897'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CENTRAL
 DO1897'AVENUE (STATE ROAD 542) IN WINTER HAVEN, GO EAST ON CENTRAL AVENUE
 DO1897'(STATE ROAD 542) FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF WEST LAKE
 DO1897'ELBERT DRIVE ON THE LEFT.  TURN LEFT ON WEST LAKE ELBERT DRIVE AND GO
 DO1897'NORTH FOR 0.6 MI (1.0 KM) TO THE LAKE ELBERT BOAT LANDING ON THE RIGHT
 DO1897'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO1897'DEPTH OF 44.8 FT (13.7 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED
 DO1897'IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 3.0 FT
 DO1897'(0.9 M) BELOW THE LEVEL OF WEST LAKE ELBERT DRIVE.
 DO1897'
 DO1897'LOCATED 133.4 FT (40.7 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DO1897'WEST LAKE ELBERT DRIVE, 123.2 FT (37.6 M) SOUTHWEST OF SURVEY MARK
 DO1897'25377 B, 18.7 FT (5.7 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DO1897'THE BOAT RAMP, 5.0 FT (1.5 M) NORTHEAST OF THE NORTHWEST CORNER OF THE
 DO1897'CONCRETE BOAT RAMP AND 1.5 FT (0.5 M) NORTH OF A CARSONITE WITNESS
 DO1897'POST.
 DO1897'
 DO1897'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1897'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO1897
 DO1897                          STATION RECOVERY (2022)
 DO1897
 DO1897'RECOVERY NOTE BY US POWER SQUADRON 2022 (BLL)
 DO1897'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1898 ***********************************************************************
 DO1898  DESIGNATION -  25377 B
 DO1898  PID         -  DO1898
 DO1898  STATE/COUNTY-  FL/POLK
 DO1898  COUNTRY     -  US
 DO1898  USGS QUAD   -  WINTER HAVEN (2018)
 DO1898
 DO1898                         *CURRENT SURVEY CONTROL
 DO1898  ______________________________________________________________________
 DO1898* NAD 83(1986) POSITION- 28 01 46.6    (N) 081 42 40.9    (W)   HD_HELD2
 DO1898* NAVD 88 ORTHO HEIGHT -    40.302 (meters)      132.22  (feet) ADJUSTED
 DO1898  ______________________________________________________________________
 DO1898  GEOID HEIGHT    -        -26.681 (meters)                     GEOID18
 DO1898  DYNAMIC HEIGHT  -         40.242 (meters)      132.03  (feet) COMP
 DO1898  MODELED GRAVITY -    979,152.8   (mgal)                       NAVD 88
 DO1898
 DO1898  VERT ORDER      -  FIRST     CLASS II
 DO1898
 DO1898.The horizontal coordinates were established by autonomous hand held GPS
 DO1898.observations and have an estimated accuracy of +/- 10 meters.
 DO1898
 DO1898.The orthometric height was determined by differential leveling and
 DO1898.adjusted by the NATIONAL GEODETIC SURVEY
 DO1898.in December 2012.
 DO1898
 DO1898.No vertical observational check was made to the station.
 DO1898
 DO1898.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1898.GEOID18 height accuracy estimate available here.
 DO1898
 DO1898.Click photographs - Photos may exist for this station.
 DO1898
 DO1898.The dynamic height is computed by dividing the NAVD 88
 DO1898.geopotential number by the normal gravity value computed on the
 DO1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1898.degrees latitude (g = 980.6199 gals.).
 DO1898
 DO1898.The modeled gravity was interpolated from observed gravity values.
 DO1898
 DO1898;                    North         East    Units  Estimated Accuracy
 DO1898;SPC FL W     -   409,524.      228,382.      MT  (+/- 10 meters HH2 GPS)
 DO1898
 DO1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3007500686(NAD 83)
 DO1898
 DO1898                          SUPERSEDED SURVEY CONTROL
 DO1898
 DO1898.No superseded survey control is available for this station.
 DO1898
 DO1898_MARKER: DD = SURVEY DISK
 DO1898_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1898_STAMPING: 25377 B 2011
 DO1898_MARK LOGO: SWFWMD
 DO1898_PROJECTION: FLUSH
 DO1898_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1898+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2011
 DO1898_ROD/PIPE-DEPTH: 6.0 meters
 DO1898
 DO1898  HISTORY     - Date     Condition        Report By
 DO1898  HISTORY     - 20110720 MONUMENTED       FLDEP
 DO1898
 DO1898                          STATION DESCRIPTION
 DO1898
 DO1898'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1898'THE MARK IS ABOUT 5.3 MI (8.5 KM) EAST-SOUTHEAST OF AUBURNDALE, 2.9 MI
 DO1898'(4.7 KM) NORTHEAST OF ELOISE, 1.4 MI (2.3 KM) EAST-NORTHEAST OF WINTER
 DO1898'HAVEN, IN SECTION 21, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1898'
 DO1898'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND CENTRAL
 DO1898'AVENUE (STATE ROAD 542) IN WINTER HAVEN, GO EAST ON CENTRAL AVENUE
 DO1898'(STATE ROAD 542) FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF WEST LAKE
 DO1898'ELBERT DRIVE ON THE LEFT.  TURN LEFT ON WEST LAKE ELBERT DRIVE AND GO
 DO1898'NORTH FOR 0.6 MI (1.0 KM) TO THE LAKE ELBERT BOAT LANDING ON THE RIGHT
 DO1898'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO1898'DEPTH OF 19.6 FT (6.0 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN
 DO1898'A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 5.0 FT (1.5
 DO1898'M) BELOW THE LEVEL OF WEST LAKE ELBERT DRIVE.
 DO1898'
 DO1898'LOCATED 147.8 FT (45.0 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DO1898'WEST LAKE ELBERT DRIVE, 142.0 FT (43.3 M) NORTHEAST OF THE APPROXIMATE
 DO1898'CENTERLINE OF THE BOAT RAMP, 123.2 FT (37.6 M) NORTHEAST OF SURVEY
 DO1898'MARK 25377 A AND 1.6 FT (0.5 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DO1898'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1898'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1899 ***********************************************************************
 DO1899  DESIGNATION -  25379 A
 DO1899  PID         -  DO1899
 DO1899  STATE/COUNTY-  FL/POLK
 DO1899  COUNTRY     -  US
 DO1899  USGS QUAD   -  WINTER HAVEN (2018)
 DO1899
 DO1899                         *CURRENT SURVEY CONTROL
 DO1899  ______________________________________________________________________
 DO1899* NAD 83(1986) POSITION- 28 02 25.0    (N) 081 42 44.6    (W)   HD_HELD2
 DO1899* NAVD 88 ORTHO HEIGHT -    40.630 (meters)      133.30  (feet) ADJUSTED
 DO1899  ______________________________________________________________________
 DO1899  GEOID HEIGHT    -        -26.717 (meters)                     GEOID18
 DO1899  DYNAMIC HEIGHT  -         40.569 (meters)      133.10  (feet) COMP
 DO1899  MODELED GRAVITY -    979,152.2   (mgal)                       NAVD 88
 DO1899
 DO1899  VERT ORDER      -  FIRST     CLASS II
 DO1899
 DO1899.The horizontal coordinates were established by autonomous hand held GPS
 DO1899.observations and have an estimated accuracy of +/- 10 meters.
 DO1899
 DO1899.The orthometric height was determined by differential leveling and
 DO1899.adjusted by the NATIONAL GEODETIC SURVEY
 DO1899.in December 2012.
 DO1899
 DO1899.No vertical observational check was made to the station.
 DO1899
 DO1899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1899.GEOID18 height accuracy estimate available here.
 DO1899
 DO1899.Click photographs - Photos may exist for this station.
 DO1899
 DO1899.The dynamic height is computed by dividing the NAVD 88
 DO1899.geopotential number by the normal gravity value computed on the
 DO1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1899.degrees latitude (g = 980.6199 gals.).
 DO1899
 DO1899.The modeled gravity was interpolated from observed gravity values.
 DO1899
 DO1899;                    North         East    Units  Estimated Accuracy
 DO1899;SPC FL W     -   410,706.      228,278.      MT  (+/- 10 meters HH2 GPS)
 DO1899
 DO1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2998101868(NAD 83)
 DO1899
 DO1899                          SUPERSEDED SURVEY CONTROL
 DO1899
 DO1899.No superseded survey control is available for this station.
 DO1899
 DO1899_MARKER: DD = SURVEY DISK
 DO1899_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1899_STAMPING: 25379 A 2011
 DO1899_MARK LOGO: SWFWMD
 DO1899_PROJECTION: FLUSH
 DO1899_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1899+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2012
 DO1899_ROD/PIPE-DEPTH: 5.9 meters
 DO1899
 DO1899  HISTORY     - Date     Condition        Report By
 DO1899  HISTORY     - 20110721 MONUMENTED       FLDEP
 DO1899  HISTORY     - 20121029 GOOD             FLDEP
 DO1899
 DO1899                          STATION DESCRIPTION
 DO1899
 DO1899'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1899'THE MARK IS ABOUT 5.0 MI (8.0 KM) EAST-SOUTHEAST OF AUBURNDALE, 3.5 MI
 DO1899'(5.6 KM) NORTH-NORTHEAST OF ELOISE, 1.8 MI (2.9 KM) NORTHEAST OF
 DO1899'WINTER HAVEN, IN SECTION 21, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1899'
 DO1899'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1899'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO1899'NORTHEAST FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF 11TH STREET
 DO1899'NORTHEAST.  TURN RIGHT ON 11TH STREET NORTHEAST AND GO SOUTH FOR 0.2
 DO1899'MI (0.3 KM) TO THE JUNCTION OF STILLWATER ROAD ON THE RIGHT.  TURN
 DO1899'RIGHT ON STILLWATER ROAD, ENTERING A GATE AND GO WEST FOR 0.1 MI (0.2
 DO1899'KM) TO THE WEST END OF THE ROAD AND THE MARK ON THE RIGHT, AN ALUMINUM
 DO1899'ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.3 FT (5.9 M) WITH AN ALUMINUM
 DO1899'DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DO1899'GROUND AND LEVEL WITH STILLWATER ROAD.
 DO1899'
 DO1899'LOCATED 93.4 FT (28.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DO1899'STILLWATER ROAD, 90.3 FT (27.5 M) EAST OF SURVEY MARK 25379 B, 55.4 FT
 DO1899'(16.9 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE WOODEN DOCK,
 DO1899'40.1 FT (12.2 M) EAST-NORTHEAST OF A LIFT STATION ELECTRICAL PANEL AND
 DO1899'1.9 FT (0.6 M) WEST OF A CARSONITE WITNESS POST.
 DO1899'
 DO1899'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1899'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO1899
 DO1899                          STATION RECOVERY (2012)
 DO1899
 DO1899'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO1899'RECOVERED AS DESCRIBED.
 DO1899'
 DO1899'NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1900 ***********************************************************************
 DO1900  DESIGNATION -  25379 B
 DO1900  PID         -  DO1900
 DO1900  STATE/COUNTY-  FL/POLK
 DO1900  COUNTRY     -  US
 DO1900  USGS QUAD   -  WINTER HAVEN (2018)
 DO1900
 DO1900                         *CURRENT SURVEY CONTROL
 DO1900  ______________________________________________________________________
 DO1900* NAD 83(1986) POSITION- 28 02 25.2    (N) 081 42 45.5    (W)   HD_HELD2
 DO1900* NAVD 88 ORTHO HEIGHT -    40.599 (meters)      133.20  (feet) ADJUSTED
 DO1900  ______________________________________________________________________
 DO1900  GEOID HEIGHT    -        -26.717 (meters)                     GEOID18
 DO1900  DYNAMIC HEIGHT  -         40.538 (meters)      133.00  (feet) COMP
 DO1900  MODELED GRAVITY -    979,152.2   (mgal)                       NAVD 88
 DO1900
 DO1900  VERT ORDER      -  FIRST     CLASS II
 DO1900
 DO1900.The horizontal coordinates were established by autonomous hand held GPS
 DO1900.observations and have an estimated accuracy of +/- 10 meters.
 DO1900
 DO1900.The orthometric height was determined by differential leveling and
 DO1900.adjusted by the NATIONAL GEODETIC SURVEY
 DO1900.in December 2012.
 DO1900
 DO1900.No vertical observational check was made to the station.
 DO1900
 DO1900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1900.GEOID18 height accuracy estimate available here.
 DO1900
 DO1900.Click photographs - Photos may exist for this station.
 DO1900
 DO1900.The dynamic height is computed by dividing the NAVD 88
 DO1900.geopotential number by the normal gravity value computed on the
 DO1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1900.degrees latitude (g = 980.6199 gals.).
 DO1900
 DO1900.The modeled gravity was interpolated from observed gravity values.
 DO1900
 DO1900;                    North         East    Units  Estimated Accuracy
 DO1900;SPC FL W     -   410,712.      228,253.      MT  (+/- 10 meters HH2 GPS)
 DO1900
 DO1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2995601875(NAD 83)
 DO1900
 DO1900                          SUPERSEDED SURVEY CONTROL
 DO1900
 DO1900.No superseded survey control is available for this station.
 DO1900
 DO1900_MARKER: DD = SURVEY DISK
 DO1900_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1900_STAMPING: 25379 B 2011
 DO1900_MARK LOGO: SWFWMD
 DO1900_PROJECTION: FLUSH
 DO1900_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1900+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2012
 DO1900_ROD/PIPE-DEPTH: 6.3 meters
 DO1900
 DO1900  HISTORY     - Date     Condition        Report By
 DO1900  HISTORY     - 20110721 MONUMENTED       FLDEP
 DO1900  HISTORY     - 20121029 GOOD             FLDEP
 DO1900
 DO1900                          STATION DESCRIPTION
 DO1900
 DO1900'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1900'THE MARK IS ABOUT 5.0 MI (8.0 KM) EAST-SOUTHEAST OF AUBURNDALE, 3.5 MI
 DO1900'(5.6 KM) NORTH-NORTHEAST OF ELOISE, 1.8 MI (2.9 KM) NORTHEAST OF
 DO1900'WINTER HAVEN, IN SECTION 21, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1900'
 DO1900'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1900'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO1900'NORTHEAST FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF 11TH STREET
 DO1900'NORTHEAST.  TURN RIGHT ON 11TH STREET NORTHEAST AND GO SOUTH FOR 0.2
 DO1900'MI (0.3 KM) TO THE JUNCTION OF STILLWATER ROAD ON THE RIGHT.  TURN
 DO1900'RIGHT ON STILLWATER ROAD, ENTERING A GATE AND GO WEST FOR 0.1 MI (0.2
 DO1900'KM) TO THE WEST END OF THE ROAD AND THE MARK ON THE RIGHT, AN ALUMINUM
 DO1900'ROD DRIVEN TO REFUSAL AT A DEPTH OF 20.6 FT (6.3 M) WITH AN ALUMINUM
 DO1900'DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DO1900'GROUND AND LEVEL WITH STILLWATER ROAD.
 DO1900'
 DO1900'LOCATED 92.0 FT (28.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DO1900'STILLWATER ROAD, 90.3 FT (27.5 M) WEST OF SURVEY MARK 25379 A, 50.1 FT
 DO1900'(15.3 M) WEST-NORTHWEST OF A LIFT STATION ELECTRICAL PANEL, 2.3 FT
 DO1900'(0.7 M) EAST OF A CHAIN LINK FENCE AND 1.6 FT (0.5 M) EAST OF A
 DO1900'CARSONITE WITNESS POST.
 DO1900'
 DO1900'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1900'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO1900
 DO1900                          STATION RECOVERY (2012)
 DO1900
 DO1900'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO1900'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1901 ***********************************************************************
 DO1901  DESIGNATION -  25380 A
 DO1901  PID         -  DO1901
 DO1901  STATE/COUNTY-  FL/POLK
 DO1901  COUNTRY     -  US
 DO1901  USGS QUAD   -  WINTER HAVEN (2018)
 DO1901
 DO1901                         *CURRENT SURVEY CONTROL
 DO1901  ______________________________________________________________________
 DO1901* NAD 83(1986) POSITION- 28 03 01.1    (N) 081 42 37.6    (W)   HD_HELD2
 DO1901* NAVD 88 ORTHO HEIGHT -    56.441 (meters)      185.17  (feet) ADJUSTED
 DO1901  ______________________________________________________________________
 DO1901  GEOID HEIGHT    -        -26.758 (meters)                     GEOID18
 DO1901  DYNAMIC HEIGHT  -         56.357 (meters)      184.90  (feet) COMP
 DO1901  MODELED GRAVITY -    979,151.7   (mgal)                       NAVD 88
 DO1901
 DO1901  VERT ORDER      -  FIRST     CLASS II
 DO1901
 DO1901.The horizontal coordinates were established by autonomous hand held GPS
 DO1901.observations and have an estimated accuracy of +/- 10 meters.
 DO1901
 DO1901.The orthometric height was determined by differential leveling and
 DO1901.adjusted by the NATIONAL GEODETIC SURVEY
 DO1901.in December 2012.
 DO1901
 DO1901.No vertical observational check was made to the station.
 DO1901
 DO1901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1901.GEOID18 height accuracy estimate available here.
 DO1901
 DO1901.Click photographs - Photos may exist for this station.
 DO1901
 DO1901.The dynamic height is computed by dividing the NAVD 88
 DO1901.geopotential number by the normal gravity value computed on the
 DO1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1901.degrees latitude (g = 980.6199 gals.).
 DO1901
 DO1901.The modeled gravity was interpolated from observed gravity values.
 DO1901
 DO1901;                    North         East    Units  Estimated Accuracy
 DO1901;SPC FL W     -   411,817.      228,466.      MT  (+/- 10 meters HH2 GPS)
 DO1901
 DO1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3017802978(NAD 83)
 DO1901
 DO1901                          SUPERSEDED SURVEY CONTROL
 DO1901
 DO1901.No superseded survey control is available for this station.
 DO1901
 DO1901_MARKER: DD = SURVEY DISK
 DO1901_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1901_STAMPING: 25380 A 2011
 DO1901_MARK LOGO: SWFWMD
 DO1901_PROJECTION: FLUSH
 DO1901_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1901_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1901_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1901+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2012
 DO1901_ROD/PIPE-DEPTH: 6.2 meters
 DO1901
 DO1901  HISTORY     - Date     Condition        Report By
 DO1901  HISTORY     - 20110721 MONUMENTED       FLDEP
 DO1901  HISTORY     - 20121029 GOOD             FLDEP
 DO1901
 DO1901                          STATION DESCRIPTION
 DO1901
 DO1901'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1901'THE MARK IS ABOUT 4.9 MI (7.9 KM) EAST-SOUTHEAST OF AUBURNDALE, 4.2 MI
 DO1901'(6.8 KM) NORTH-NORTHEAST OF ELOISE, 2.4 MI (3.9 KM) NORTHEAST OF
 DO1901'WINTER HAVEN, IN SECTION 16, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1901'
 DO1901'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1901'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO1901'NORTHEAST FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF 11TH STREET
 DO1901'NORTHEAST.  TURN LEFT ON 11TH STREET NORTHEAST AND GO NORTH FOR 0.5 MI
 DO1901'(0.8 KM) TO THE JUNCTION OF A DIRT ROAD ROAD ON THE LEFT AND THE MARK
 DO1901'ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 20.3 FT
 DO1901'(6.2 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM)
 DO1901'PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH 11TH STREET NORTHEAST.
 DO1901'
 DO1901'LOCATED 56.9 FT (17.3 M) SOUTHWEST OF SURVEY MARK 25380 B, 28.0 FT
 DO1901'(8.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD, 18.6 FT
 DO1901'(5.7 M) WEST OF THE APPROXIMATE CENTER OF 11TH STREET NORTHEAST, 2.0
 DO1901'FT (0.6 M) EAST OF A WOODEN POWER POLE NUMBERED 360238 AND 1.5 FT (0.5
 DO1901'M) EAST OF A CARSONITE WITNESS POST.
 DO1901'
 DO1901'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1901'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO1901
 DO1901                          STATION RECOVERY (2012)
 DO1901
 DO1901'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO1901'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1902 ***********************************************************************
 DO1902  DESIGNATION -  25380 B
 DO1902  PID         -  DO1902
 DO1902  STATE/COUNTY-  FL/POLK
 DO1902  COUNTRY     -  US
 DO1902  USGS QUAD   -  WINTER HAVEN (2018)
 DO1902
 DO1902                         *CURRENT SURVEY CONTROL
 DO1902  ______________________________________________________________________
 DO1902* NAD 83(1986) POSITION- 28 03 01.7    (N) 081 42 36.8    (W)   HD_HELD2
 DO1902* NAVD 88 ORTHO HEIGHT -    56.011 (meters)      183.76  (feet) ADJUSTED
 DO1902  ______________________________________________________________________
 DO1902  GEOID HEIGHT    -        -26.759 (meters)                     GEOID18
 DO1902  DYNAMIC HEIGHT  -         55.927 (meters)      183.49  (feet) COMP
 DO1902  MODELED GRAVITY -    979,151.6   (mgal)                       NAVD 88
 DO1902
 DO1902  VERT ORDER      -  FIRST     CLASS II
 DO1902
 DO1902.The horizontal coordinates were established by autonomous hand held GPS
 DO1902.observations and have an estimated accuracy of +/- 10 meters.
 DO1902
 DO1902.The orthometric height was determined by differential leveling and
 DO1902.adjusted by the NATIONAL GEODETIC SURVEY
 DO1902.in December 2012.
 DO1902
 DO1902.No vertical observational check was made to the station.
 DO1902
 DO1902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1902.GEOID18 height accuracy estimate available here.
 DO1902
 DO1902.Click photographs - Photos may exist for this station.
 DO1902
 DO1902.The dynamic height is computed by dividing the NAVD 88
 DO1902.geopotential number by the normal gravity value computed on the
 DO1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1902.degrees latitude (g = 980.6199 gals.).
 DO1902
 DO1902.The modeled gravity was interpolated from observed gravity values.
 DO1902
 DO1902;                    North         East    Units  Estimated Accuracy
 DO1902;SPC FL W     -   411,836.      228,488.      MT  (+/- 10 meters HH2 GPS)
 DO1902
 DO1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3020002996(NAD 83)
 DO1902
 DO1902                          SUPERSEDED SURVEY CONTROL
 DO1902
 DO1902.No superseded survey control is available for this station.
 DO1902
 DO1902_MARKER: DD = SURVEY DISK
 DO1902_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1902_STAMPING: 25380 B 2011
 DO1902_MARK LOGO: SWFWMD
 DO1902_PROJECTION: FLUSH
 DO1902_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1902+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2012
 DO1902_ROD/PIPE-DEPTH: 5.4 meters
 DO1902
 DO1902  HISTORY     - Date     Condition        Report By
 DO1902  HISTORY     - 20110721 MONUMENTED       FLDEP
 DO1902  HISTORY     - 20121029 GOOD             FLDEP
 DO1902
 DO1902                          STATION DESCRIPTION
 DO1902
 DO1902'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1902'THE MARK IS ABOUT 4.9 MI (7.9 KM) EAST-SOUTHEAST OF AUBURNDALE, 4.2 MI
 DO1902'(6.8 KM) NORTH-NORTHEAST OF ELOISE, 2.4 MI (3.9 KM) NORTHEAST OF
 DO1902'WINTER HAVEN, IN SECTION 15, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1902'
 DO1902'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1902'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO1902'NORTHEAST FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF 11TH STREET
 DO1902'NORTHEAST.  TURN LEFT ON 11TH STREET NORTHEAST AND GO NORTH FOR 0.5 MI
 DO1902'(0.8 KM) TO THE JUNCTION OF A DIRT ROAD ROAD ON THE LEFT AND THE MARK
 DO1902'ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 17.8 FT
 DO1902'(5.4 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM)
 DO1902'PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH 11TH STREET NORTHEAST.
 DO1902'
 DO1902'LOCATED 58.2 FT (17.7 M) NORTHEAST OF A WOODEN POWER POLE NUMBERED
 DO1902'360238, 56.9 FT (17.3 M) NORTHEAST OF SURVEY MARK 25380 A, 12.0 FT
 DO1902'(3.7 M) EAST OF THE APPROXIMATE CENTER OF 11TH STREET NORTHEAST, 4.0
 DO1902'FT (1.2 M) NORTH-NORTHWEST OF WELL HEAD 25380 AND 1.1 FT (0.3 M) WEST
 DO1902'OF A CARSONITE WITNESS POST.
 DO1902'
 DO1902'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1902'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO1902
 DO1902                          STATION RECOVERY (2012)
 DO1902
 DO1902'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO1902'RECOVERED AS DESCRIBED.
 DO1902'
 DO1902'NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1904 ***********************************************************************
 DO1904  DESIGNATION -  25381 A
 DO1904  PID         -  DO1904
 DO1904  STATE/COUNTY-  FL/POLK
 DO1904  COUNTRY     -  US
 DO1904  USGS QUAD   -  WINTER HAVEN (2018)
 DO1904
 DO1904                         *CURRENT SURVEY CONTROL
 DO1904  ______________________________________________________________________
 DO1904* NAD 83(1986) POSITION- 28 03 21.2    (N) 081 42 15.7    (W)   HD_HELD2
 DO1904* NAVD 88 ORTHO HEIGHT -    40.426 (meters)      132.63  (feet) ADJUSTED
 DO1904  ______________________________________________________________________
 DO1904  GEOID HEIGHT    -        -26.790 (meters)                     GEOID18
 DO1904  DYNAMIC HEIGHT  -         40.365 (meters)      132.43  (feet) COMP
 DO1904  MODELED GRAVITY -    979,151.4   (mgal)                       NAVD 88
 DO1904
 DO1904  VERT ORDER      -  FIRST     CLASS II
 DO1904
 DO1904.The horizontal coordinates were established by autonomous hand held GPS
 DO1904.observations and have an estimated accuracy of +/- 10 meters.
 DO1904
 DO1904.The orthometric height was determined by differential leveling and
 DO1904.adjusted by the NATIONAL GEODETIC SURVEY
 DO1904.in December 2012.
 DO1904
 DO1904.No vertical observational check was made to the station.
 DO1904
 DO1904.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1904.GEOID18 height accuracy estimate available here.
 DO1904
 DO1904.Click photographs - Photos may exist for this station.
 DO1904
 DO1904.The dynamic height is computed by dividing the NAVD 88
 DO1904.geopotential number by the normal gravity value computed on the
 DO1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1904.degrees latitude (g = 980.6199 gals.).
 DO1904
 DO1904.The modeled gravity was interpolated from observed gravity values.
 DO1904
 DO1904;                    North         East    Units  Estimated Accuracy
 DO1904;SPC FL W     -   412,437.      229,063.      MT  (+/- 10 meters HH2 GPS)
 DO1904
 DO1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3078003593(NAD 83)
 DO1904
 DO1904                          SUPERSEDED SURVEY CONTROL
 DO1904
 DO1904.No superseded survey control is available for this station.
 DO1904
 DO1904_MARKER: DD = SURVEY DISK
 DO1904_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1904_STAMPING: 25381 A 2011
 DO1904_MARK LOGO: SWFWMD
 DO1904_PROJECTION: FLUSH
 DO1904_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1904_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1904+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2011
 DO1904_ROD/PIPE-DEPTH: 4.1 meters
 DO1904
 DO1904  HISTORY     - Date     Condition        Report By
 DO1904  HISTORY     - 20110721 MONUMENTED       FLDEP
 DO1904
 DO1904                          STATION DESCRIPTION
 DO1904
 DO1904'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1904'THE MARK IS ABOUT 5.1 MI (8.2 KM) EAST OF AUBURNDALE, 4.7 MI (7.6 KM)
 DO1904'NORTH-NORTHEAST OF ELOISE, 2.9 MI (4.7 KM) NORTHEAST OF WINTER HAVEN,
 DO1904'IN SECTION 10, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1904'
 DO1904'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1904'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO1904'NORTHEAST FOR 2.0 MI (3.2 KM) TO THE JUNCTION OF A GATED DIRT ROAD ON
 DO1904'THE LEFT.  TURN LEFT ON THE DIRT ROAD, ENTERING THE LOCKED GATE AND GO
 DO1904'NORTH ON A GRASS AND DIRT ROAD FOR 0.6 MI (1.0 KM) TO ANOTHER LOCKED
 DO1904'GATE.  CONTINUE NORTH THROUGH THE GATE ENTERING A MUNICIPAL GOLF
 DO1904'COURSE.  TURN LEFT AND GO WEST AND NORTH ALONG THE BARB WIRE FENCE
 DO1904'LINE FOR 0.3 MI (0.5 KM) TO A CANAL LEVEE AND THE MARK ON THE LEFT, AN
 DO1904'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 13.6 FT (4.1 M) WITH AN
 DO1904'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO1904'WITH THE GROUND AND LEVEL WITH THE LEVEE ROAD.
 DO1904'
 DO1904'LOCATED 85.6 FT (26.1 M) WEST OF THE BARB WIRE FENCE CORNER POST, 10.3
 DO1904'FT (3.1 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE LEVEE
 DO1904'ROAD, 1.6 FT (0.5 M) NORTH-NORTHEAST OF THE BARB WIRE FENCE AND 1.3 FT
 DO1904'(0.4 M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DO1904'
 DO1904'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1904'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO1904'
 DO1904'NOTE A KEY CAN BE OBTAINED FROM SOUTHWEST FLORIDA WATER MANAGEMENT
 DO1904'DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1905 ***********************************************************************
 DO1905  DESIGNATION -  25381 B
 DO1905  PID         -  DO1905
 DO1905  STATE/COUNTY-  FL/POLK
 DO1905  COUNTRY     -  US
 DO1905  USGS QUAD   -  WINTER HAVEN (2018)
 DO1905
 DO1905                         *CURRENT SURVEY CONTROL
 DO1905  ______________________________________________________________________
 DO1905* NAD 83(1986) POSITION- 28 03 22.1    (N) 081 42 19.3    (W)   HD_HELD2
 DO1905* NAVD 88 ORTHO HEIGHT -    39.549 (meters)      129.75  (feet) ADJUSTED
 DO1905  ______________________________________________________________________
 DO1905  GEOID HEIGHT    -        -26.789 (meters)                     GEOID18
 DO1905  DYNAMIC HEIGHT  -         39.490 (meters)      129.56  (feet) COMP
 DO1905  MODELED GRAVITY -    979,151.3   (mgal)                       NAVD 88
 DO1905
 DO1905  VERT ORDER      -  FIRST     CLASS II
 DO1905
 DO1905.The horizontal coordinates were established by autonomous hand held GPS
 DO1905.observations and have an estimated accuracy of +/- 10 meters.
 DO1905
 DO1905.The orthometric height was determined by differential leveling and
 DO1905.adjusted by the NATIONAL GEODETIC SURVEY
 DO1905.in December 2012.
 DO1905
 DO1905.No vertical observational check was made to the station.
 DO1905
 DO1905.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1905.GEOID18 height accuracy estimate available here.
 DO1905
 DO1905.Click photographs - Photos may exist for this station.
 DO1905
 DO1905.The dynamic height is computed by dividing the NAVD 88
 DO1905.geopotential number by the normal gravity value computed on the
 DO1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1905.degrees latitude (g = 980.6199 gals.).
 DO1905
 DO1905.The modeled gravity was interpolated from observed gravity values.
 DO1905
 DO1905;                    North         East    Units  Estimated Accuracy
 DO1905;SPC FL W     -   412,465.      228,965.      MT  (+/- 10 meters HH2 GPS)
 DO1905
 DO1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3068203621(NAD 83)
 DO1905
 DO1905                          SUPERSEDED SURVEY CONTROL
 DO1905
 DO1905.No superseded survey control is available for this station.
 DO1905
 DO1905_MARKER: DD = SURVEY DISK
 DO1905_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO1905+WITH SETTING: INFORMATION.
 DO1905_STAMPING: 25381 B 2011
 DO1905_MARK LOGO: SWFWMD
 DO1905_PROJECTION: FLUSH
 DO1905_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1905_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1905+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2011
 DO1905_ROD/PIPE-DEPTH: 1.6 meters
 DO1905
 DO1905  HISTORY     - Date     Condition        Report By
 DO1905  HISTORY     - 20110721 MONUMENTED       FLDEP
 DO1905
 DO1905                          STATION DESCRIPTION
 DO1905
 DO1905'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1905'THE MARK IS ABOUT 5.1 MI (8.2 KM) EAST OF AUBURNDALE, 4.7 MI (7.6 KM)
 DO1905'NORTH-NORTHEAST OF ELOISE, 2.9 MI (4.7 KM) NORTHEAST OF WINTER HAVEN,
 DO1905'IN SECTION 10, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1905'
 DO1905'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1905'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO1905'NORTHEAST FOR 2.0 MI (3.2 KM) TO THE JUNCTION OF A GATED DIRT ROAD ON
 DO1905'THE LEFT.  TURN LEFT ON THE DIRT ROAD, ENTERING THE LOCKED GATE AND GO
 DO1905'NORTH ON A GRASS AND DIRT ROAD FOR 0.6 MI (1.0 KM) TO ANOTHER LOCKED
 DO1905'GATE.  CONTINUE NORTH THROUGH THE GATE ENTERING A MUNICIPAL GOLF
 DO1905'COURSE.  TURN LEFT AND GO WEST AND NORTH ALONG THE BARB WIRE FENCE
 DO1905'LINE FOR 0.3 MI (0.5 KM) TO A CANAL LEVEE.  TURN LEFT ON THE LEVEE AND
 DO1905'GO WEST FOR 0.1 MI (0.2 KM) TO THE WEST END OF A CANAL AND THE MARK ON
 DO1905'THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 5.4 FT (1.6
 DO1905'M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DO1905'PIPE FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF
 DO1905'THE LEVEE ROAD.
 DO1905'
 DO1905'LOCATED 40.0 FT (12.2 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DO1905'OF THE LEVEE ROAD, 30.4 FT (9.3 M) EAST OF A 2.0 FT (0.6 M) DIAMETER
 DO1905'OAK TREE, 1.3 FT (0.4 M) NORTH-NORTHEAST OF THE BARB WIRE FENCE AND
 DO1905'1.0 FT (0.3 M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DO1905'
 DO1905'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1905'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO1905'
 DO1905'NOTE A KEY CAN BE OBTAINED FROM SOUTHWEST FLORIDA WATER MANAGEMENT
 DO1905'DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1909 ***********************************************************************
 DO1909  DESIGNATION -  25382 A
 DO1909  PID         -  DO1909
 DO1909  STATE/COUNTY-  FL/POLK
 DO1909  COUNTRY     -  US
 DO1909  USGS QUAD   -  WINTER HAVEN (2018)
 DO1909
 DO1909                         *CURRENT SURVEY CONTROL
 DO1909  ______________________________________________________________________
 DO1909* NAD 83(1986) POSITION- 28 02 17.8    (N) 081 42 19.0    (W)   HD_HELD2
 DO1909* NAVD 88 ORTHO HEIGHT -    38.968 (meters)      127.85  (feet) ADJUSTED
 DO1909  ______________________________________________________________________
 DO1909  GEOID HEIGHT    -        -26.724 (meters)                     GEOID18
 DO1909  DYNAMIC HEIGHT  -         38.910 (meters)      127.66  (feet) COMP
 DO1909  MODELED GRAVITY -    979,152.2   (mgal)                       NAVD 88
 DO1909
 DO1909  VERT ORDER      -  FIRST     CLASS II
 DO1909
 DO1909.The horizontal coordinates were established by autonomous hand held GPS
 DO1909.observations and have an estimated accuracy of +/- 10 meters.
 DO1909
 DO1909.The orthometric height was determined by differential leveling and
 DO1909.adjusted by the NATIONAL GEODETIC SURVEY
 DO1909.in December 2012.
 DO1909
 DO1909.No vertical observational check was made to the station.
 DO1909
 DO1909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1909.GEOID18 height accuracy estimate available here.
 DO1909
 DO1909.Click photographs - Photos may exist for this station.
 DO1909
 DO1909.The dynamic height is computed by dividing the NAVD 88
 DO1909.geopotential number by the normal gravity value computed on the
 DO1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1909.degrees latitude (g = 980.6199 gals.).
 DO1909
 DO1909.The modeled gravity was interpolated from observed gravity values.
 DO1909
 DO1909;                    North         East    Units  Estimated Accuracy
 DO1909;SPC FL W     -   410,486.      228,978.      MT  (+/- 10 meters HH2 GPS)
 DO1909
 DO1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3067801643(NAD 83)
 DO1909
 DO1909                          SUPERSEDED SURVEY CONTROL
 DO1909
 DO1909.No superseded survey control is available for this station.
 DO1909
 DO1909_MARKER: DD = SURVEY DISK
 DO1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1909_STAMPING: SID 25382 A 2008
 DO1909_MARK LOGO: SWFWMD
 DO1909_PROJECTION: FLUSH
 DO1909_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1909+STABILITY: SURFACE MOTION
 DO1909_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1909+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2012
 DO1909
 DO1909  HISTORY     - Date     Condition        Report By
 DO1909  HISTORY     - 2008     MONUMENTED       SWFWMD
 DO1909  HISTORY     - 20110715 GOOD             FLDEP
 DO1909  HISTORY     - 20121029 GOOD             FLDEP
 DO1909
 DO1909                          STATION DESCRIPTION
 DO1909
 DO1909'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1909'THE MARK IS ABOUT 5.3 MI (8.5 KM) WEST-NORTHWEST OF DUNDEE, 3.7 MI
 DO1909'(6.0 KM) NORTHEAST OF ELOISE, 2.1 MI (3.4 KM) EAST-NORTHEAST OF WINTER
 DO1909'HAVEN, IN SECTION 22, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1909'
 DO1909'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1909'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO1909'NORTHEAST FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF JEWETT STREET ON THE
 DO1909'RIGHT.  TURN RIGHT ON JEWETT STREET AND GO SOUTH FOR 0.4 MI (0.6 KM)
 DO1909'TO THE INTERSECTION OF BUCKEYE ROAD.  TURN RIGHT ON BUCKEYE ROAD AND
 DO1909'GO WEST AND SOUTHWEST FOR 0.35 MI (0.6 KM) TO A BOAT LANDING ON THE
 DO1909'RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO A DEPTH OF
 DO1909'10.0 FT (3.0 M) WITH AN ALUMINUM DISK ENCASED IN A 12-INCH (30 CM)
 DO1909'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW
 DO1909'THE LEVEL OF BUCKEYE ROAD.
 DO1909'
 DO1909'LOCATED 70.6 FT (21.5 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DO1909'BUCKEYE ROAD, 52.0 FT (15.8 M) WEST OF A METAL UTILITY POLE, 36.7 FT
 DO1909'(11.2 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE LAKE BUCKEYE
 DO1909'BOAT RAMP, 2.9 FT (0.9 M) WEST OF THE SOUTHWESTERN MOST WOODEN FENCE
 DO1909'POST AND 1.5 FT (0.5 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DO1909'
 DO1909'NOTE UNKNOWN MAGNETISM.
 DO1909
 DO1909                          STATION RECOVERY (2012)
 DO1909
 DO1909'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO1909'RECOVERED AS DESCRIBED.
 DO1909'
 DO1909'NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1908 ***********************************************************************
 DO1908  DESIGNATION -  25382 B
 DO1908  PID         -  DO1908
 DO1908  STATE/COUNTY-  FL/POLK
 DO1908  COUNTRY     -  US
 DO1908  USGS QUAD   -  WINTER HAVEN (2018)
 DO1908
 DO1908                         *CURRENT SURVEY CONTROL
 DO1908  ______________________________________________________________________
 DO1908* NAD 83(1986) POSITION- 28 02 18.4    (N) 081 42 17.9    (W)   HD_HELD2
 DO1908* NAVD 88 ORTHO HEIGHT -    39.966 (meters)      131.12  (feet) ADJUSTED
 DO1908  ______________________________________________________________________
 DO1908  GEOID HEIGHT    -        -26.725 (meters)                     GEOID18
 DO1908  DYNAMIC HEIGHT  -         39.907 (meters)      130.93  (feet) COMP
 DO1908  MODELED GRAVITY -    979,152.2   (mgal)                       NAVD 88
 DO1908
 DO1908  VERT ORDER      -  FIRST     CLASS II
 DO1908
 DO1908.The horizontal coordinates were established by autonomous hand held GPS
 DO1908.observations and have an estimated accuracy of +/- 10 meters.
 DO1908
 DO1908.The orthometric height was determined by differential leveling and
 DO1908.adjusted by the NATIONAL GEODETIC SURVEY
 DO1908.in December 2012.
 DO1908
 DO1908.No vertical observational check was made to the station.
 DO1908
 DO1908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1908.GEOID18 height accuracy estimate available here.
 DO1908
 DO1908.Click photographs - Photos may exist for this station.
 DO1908
 DO1908.The dynamic height is computed by dividing the NAVD 88
 DO1908.geopotential number by the normal gravity value computed on the
 DO1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1908.degrees latitude (g = 980.6199 gals.).
 DO1908
 DO1908.The modeled gravity was interpolated from observed gravity values.
 DO1908
 DO1908;                    North         East    Units  Estimated Accuracy
 DO1908;SPC FL W     -   410,504.      229,008.      MT  (+/- 10 meters HH2 GPS)
 DO1908
 DO1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3070801661(NAD 83)
 DO1908
 DO1908                          SUPERSEDED SURVEY CONTROL
 DO1908
 DO1908.No superseded survey control is available for this station.
 DO1908
 DO1908_MARKER: DD = SURVEY DISK
 DO1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1908_STAMPING: SID 25382 B 2008
 DO1908_MARK LOGO: SWFWMD
 DO1908_PROJECTION: FLUSH
 DO1908_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1908+STABILITY: SURFACE MOTION
 DO1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1908+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2012
 DO1908
 DO1908  HISTORY     - Date     Condition        Report By
 DO1908  HISTORY     - 2008     MONUMENTED       SWFWMD
 DO1908  HISTORY     - 20110715 GOOD             FLDEP
 DO1908  HISTORY     - 20121029 GOOD             FLDEP
 DO1908
 DO1908                          STATION DESCRIPTION
 DO1908
 DO1908'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1908'THE MARK IS ABOUT 5.3 MI (8.5 KM) WEST-NORTHWEST OF DUNDEE, 3.7 MI
 DO1908'(6.0 KM) NORTHEAST OF ELOISE, 2.1 MI (3.4 KM) EAST-NORTHEAST OF WINTER
 DO1908'HAVEN, IN SECTION 22, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1908'
 DO1908'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1908'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO1908'NORTHEAST FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF JEWETT STREET ON THE
 DO1908'RIGHT.  TURN RIGHT ON JEWETT STREET AND GO SOUTH FOR 0.4 MI (0.6 KM)
 DO1908'TO THE INTERSECTION OF BUCKEYE ROAD.  TURN RIGHT ON BUCKEYE ROAD AND
 DO1908'GO WEST AND SOUTHWEST FOR 0.35 MI (0.6 KM) TO A BOAT LANDING ON THE
 DO1908'RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO A DEPTH OF
 DO1908'10.0 FT (3.0 M) WITH AN ALUMINUM DISK ENCASED IN A 12-INCH (30 CM)
 DO1908'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW
 DO1908'THE LEVEL OF BUCKEYE ROAD.
 DO1908'
 DO1908'LOCATED 127.5 FT (38.9 M) NORTH-NORTHEAST OF A METAL UTILITY POLE,
 DO1908'107.0 FT (32.6 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE LAKE
 DO1908'BUCKEYE BOAT RAMP, 51.3 FT (15.6 M) NORTHWEST OF THE APPROXIMATE
 DO1908'CENTERLINE OF BUCKEYE ROAD AND 0.8 FT (24 CM) SOUTHEAST OF A CARSONITE
 DO1908'WITNESS POST.
 DO1908'
 DO1908'NOTE UNKNOWN MAGNETISM.
 DO1908
 DO1908                          STATION RECOVERY (2012)
 DO1908
 DO1908'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO1908'RECOVERED AS DESCRIBED.
 DO1908'
 DO1908'NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8951 ***********************************************************************
 DO8951  DESIGNATION -  25383 A
 DO8951  PID         -  DO8951
 DO8951  STATE/COUNTY-  FL/POLK
 DO8951  COUNTRY     -  US
 DO8951  USGS QUAD   -  WINTER HAVEN (2018)
 DO8951
 DO8951                         *CURRENT SURVEY CONTROL
 DO8951  ______________________________________________________________________
 DO8951* NAD 83(1986) POSITION- 28 03 09.6    (N) 081 41 02.3    (W)   HD_HELD2
 DO8951* NAVD 88 ORTHO HEIGHT -    39.229 (meters)      128.70  (feet) ADJUSTED
 DO8951  ______________________________________________________________________
 DO8951  GEOID HEIGHT    -        -26.819 (meters)                     GEOID18
 DO8951  DYNAMIC HEIGHT  -         39.170 (meters)      128.51  (feet) COMP
 DO8951  MODELED GRAVITY -    979,151.4   (mgal)                       NAVD 88
 DO8951
 DO8951  VERT ORDER      -  FIRST     CLASS II
 DO8951
 DO8951.The horizontal coordinates were established by autonomous hand held GPS
 DO8951.observations and have an estimated accuracy of +/- 10 meters.
 DO8951
 DO8951.The orthometric height was determined by differential leveling and
 DO8951.adjusted by the NATIONAL GEODETIC SURVEY
 DO8951.in December 2013.
 DO8951
 DO8951.No vertical observational check was made to the station.
 DO8951
 DO8951.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8951.GEOID18 height accuracy estimate available here.
 DO8951
 DO8951.Click photographs - Photos may exist for this station.
 DO8951
 DO8951.The dynamic height is computed by dividing the NAVD 88
 DO8951.geopotential number by the normal gravity value computed on the
 DO8951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8951.degrees latitude (g = 980.6199 gals.).
 DO8951
 DO8951.The modeled gravity was interpolated from observed gravity values.
 DO8951
 DO8951;                    North         East    Units  Estimated Accuracy
 DO8951;SPC FL W     -   412,085.      231,068.      MT  (+/- 10 meters HH2 GPS)
 DO8951
 DO8951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3278103225(NAD 83)
 DO8951
 DO8951                          SUPERSEDED SURVEY CONTROL
 DO8951
 DO8951.No superseded survey control is available for this station.
 DO8951
 DO8951_MARKER: DD = SURVEY DISK
 DO8951_SETTING: 41 = SET IN A LARGE STRUCTURE WITH FOUNDATIONS ON BEDROCK
 DO8951_SP_SET: STRUCTURE
 DO8951_STAMPING: 25383A 2012
 DO8951_MARK LOGO: FLDEP
 DO8951_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8951+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 DO8951
 DO8951  HISTORY     - Date     Condition        Report By
 DO8951  HISTORY     - 20121115 MONUMENTED       FLDEP
 DO8951
 DO8951                          STATION DESCRIPTION
 DO8951
 DO8951'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8951'THE MARK IS ABOUT 5.2 MI (8.4 KM) NORTHEAST OF ELOISE, 4.5 MI (7.2 KM)
 DO8951'WEST-NORTHWEST OF DUNDEE, 3.7 MI (5.9 KM) NORTHEAST OF WINTER HAVEN,
 DO8951'IN SECTION 14, TOWNSHIP 28 SOUTH, RANGE 26 EAST.  ACCESS CAN BE
 DO8951'OBTAINED BY CALLING SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DO8951'
 DO8951'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO8951'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO8951'NORTHEAST FOR 2.55 MI (4.1 KM) TO THE JUNCTION OF BUCKEYE LOOP ROAD
 DO8951'AND COUNTRY CLUB ROAD ON THE LEFT, TURN LEFT ON COUNTRY CLUB ROAD AND
 DO8951'GO EAST FOR 0.75 MI TO THE JUNCTION OF HICKORY WAY ON THE LEFT, TURN
 DO8951'LEFT ON HICKORY WAY AND GO NORTH FOR 0.15 MI (0.2 KM) TO THE END OF
 DO8951'HICKORY WAY AND A LOCKED CHAIN LINK FENCE GATE ON THE LEFT, TURN LEFT
 DO8951'AND GO WEST THROUGH THE GATE FOR 0.1 MI TO A 90-DEGREE TURN, TURN
 DO8951'RIGHT AND GO NORTH FOR 0.15 MI (0.2 KM) TO CANAL STRUCTURE P-7 AND THE
 DO8951'MARK ON THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE STRUCTURE AND
 DO8951'LEVEL WITH THE LEVEE ROAD.
 DO8951'
 DO8951'LOCATED 106.6 FT (32.5 M) WEST-SOUTHWEST OF A STAFF GAUGE, 92.4 FT
 DO8951'(28.2 M) SOUTHWEST OF SURVEY MARK 25383 B, 13.6 FT (4.1 M) WEST OF THE
 DO8951'APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 3.2 FT (1.0 M) SOUTH OF
 DO8951'THE SOUTHERNMOST OF 2 CANAL GATE LOCKS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8952 ***********************************************************************
 DO8952  DESIGNATION -  25383 B
 DO8952  PID         -  DO8952
 DO8952  STATE/COUNTY-  FL/POLK
 DO8952  COUNTRY     -  US
 DO8952  USGS QUAD   -  WINTER HAVEN (2018)
 DO8952
 DO8952                         *CURRENT SURVEY CONTROL
 DO8952  ______________________________________________________________________
 DO8952* NAD 83(1986) POSITION- 28 03 10.5    (N) 081 41 01.8    (W)   HD_HELD2
 DO8952* NAVD 88 ORTHO HEIGHT -    38.190 (meters)      125.30  (feet) ADJUSTED
 DO8952  ______________________________________________________________________
 DO8952  GEOID HEIGHT    -        -26.820 (meters)                     GEOID18
 DO8952  DYNAMIC HEIGHT  -         38.133 (meters)      125.11  (feet) COMP
 DO8952  MODELED GRAVITY -    979,151.4   (mgal)                       NAVD 88
 DO8952
 DO8952  VERT ORDER      -  FIRST     CLASS II
 DO8952
 DO8952.The horizontal coordinates were established by autonomous hand held GPS
 DO8952.observations and have an estimated accuracy of +/- 10 meters.
 DO8952
 DO8952.The orthometric height was determined by differential leveling and
 DO8952.adjusted by the NATIONAL GEODETIC SURVEY
 DO8952.in December 2013.
 DO8952
 DO8952.No vertical observational check was made to the station.
 DO8952
 DO8952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8952.GEOID18 height accuracy estimate available here.
 DO8952
 DO8952.Click photographs - Photos may exist for this station.
 DO8952
 DO8952.The dynamic height is computed by dividing the NAVD 88
 DO8952.geopotential number by the normal gravity value computed on the
 DO8952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8952.degrees latitude (g = 980.6199 gals.).
 DO8952
 DO8952.The modeled gravity was interpolated from observed gravity values.
 DO8952
 DO8952;                    North         East    Units  Estimated Accuracy
 DO8952;SPC FL W     -   412,113.      231,082.      MT  (+/- 10 meters HH2 GPS)
 DO8952
 DO8952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3279503252(NAD 83)
 DO8952
 DO8952                          SUPERSEDED SURVEY CONTROL
 DO8952
 DO8952.No superseded survey control is available for this station.
 DO8952
 DO8952_MARKER: DD = SURVEY DISK
 DO8952_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO8952+WITH SETTING: INFORMATION.
 DO8952_STAMPING: 25383 B 2012
 DO8952_MARK LOGO: SWFWMD
 DO8952_PROJECTION: FLUSH
 DO8952_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8952_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8952+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2012
 DO8952_ROD/PIPE-DEPTH: 0.7 meters
 DO8952
 DO8952  HISTORY     - Date     Condition        Report By
 DO8952  HISTORY     - 20121115 MONUMENTED       FLDEP
 DO8952
 DO8952                          STATION DESCRIPTION
 DO8952
 DO8952'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8952'THE MARK IS ABOUT 5.2 MI (8.4 KM) NORTHEAST OF ELOISE, 4.5 MI (7.2 KM)
 DO8952'WEST-NORTHWEST OF DUNDEE, 3.7 MI (6.0 KM) NORTHEAST OF WINTER HAVEN,
 DO8952'IN SECTION 14, TOWNSHIP 28 SOUTH, RANGE 26 EAST.  ACCESS CAN BE
 DO8952'OBTAINED BY CALLING SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DO8952'
 DO8952'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO8952'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO8952'NORTHEAST FOR 2.55 MI (4.1 KM) TO THE JUNCTION OF BUCKEYE LOOP ROAD
 DO8952'AND COUNTRY CLUB ROAD ON THE LEFT.  TURN LEFT ON COUNTRY CLUB ROAD AND
 DO8952'GO EAST FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF HICKORY WAY ON THE
 DO8952'LEFT.  TURN LEFT ON HICKORY WAY AND GO NORTH FOR 0.15 MI (0.2 KM) TO
 DO8952'THE END OF HICKORY WAY AND A LOCKED CHAIN LINK FENCE GATE ON THE LEFT.
 DO8952'TURN LEFT AND GO WEST THROUGH THE GATE FOR 0.1 MI (0.2 KM) TO A
 DO8952'90-DEGREE TURN.  TURN RIGHT AND GO NORTH FOR 0.15 MI (0.2 KM) CROSSING
 DO8952'CANAL STRUCTURE P-7 TO THE MARK, ALONG THE FENCE LINE, AN ALUMINUM ROD
 DO8952'DRIVEN TO REFUSAL AT A DEPTH OF 2.3 FT (0.7 M) WITH AN ALUMINUM DISK
 DO8952'ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT
 DO8952'2.0 FT (0.6 M) BELOW THE LEVEL OF THE LEVEE ROAD.
 DO8952'
 DO8952'LOCATED 92.4 FT (28.2 M) NORTHEAST OF SURVEY MARK 25383 A, 28.6 FT
 DO8952'(8.7 M) EAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD, 11.1 FT
 DO8952'(3.4 M) EAST OF THE CHAIN LINK FENCE CORNER POST, 3.0 FT (0.9 M) SOUTH
 DO8952'OF THE BARB WIRE FENCE AND 2.1 FT (0.6 M) SOUTH OF A CARSONITE WITNESS
 DO8952'POST.
 DO8952'
 DO8952'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8952'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1907 ***********************************************************************
 DO1907  DESIGNATION -  25385 A
 DO1907  PID         -  DO1907
 DO1907  STATE/COUNTY-  FL/POLK
 DO1907  COUNTRY     -  US
 DO1907  USGS QUAD   -  WINTER HAVEN (2018)
 DO1907
 DO1907                         *CURRENT SURVEY CONTROL
 DO1907  ______________________________________________________________________
 DO1907* NAD 83(1986) POSITION- 28 03 19.8    (N) 081 42 09.5    (W)   HD_HELD2
 DO1907* NAVD 88 ORTHO HEIGHT -    39.561 (meters)      129.79  (feet) ADJUSTED
 DO1907  ______________________________________________________________________
 DO1907  GEOID HEIGHT    -        -26.792 (meters)                     GEOID18
 DO1907  DYNAMIC HEIGHT  -         39.502 (meters)      129.60  (feet) COMP
 DO1907  MODELED GRAVITY -    979,151.4   (mgal)                       NAVD 88
 DO1907
 DO1907  VERT ORDER      -  FIRST     CLASS II
 DO1907
 DO1907.The horizontal coordinates were established by autonomous hand held GPS
 DO1907.observations and have an estimated accuracy of +/- 10 meters.
 DO1907
 DO1907.The orthometric height was determined by differential leveling and
 DO1907.adjusted by the NATIONAL GEODETIC SURVEY
 DO1907.in December 2012.
 DO1907
 DO1907.No vertical observational check was made to the station.
 DO1907
 DO1907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1907.GEOID18 height accuracy estimate available here.
 DO1907
 DO1907.Click photographs - Photos may exist for this station.
 DO1907
 DO1907.The dynamic height is computed by dividing the NAVD 88
 DO1907.geopotential number by the normal gravity value computed on the
 DO1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1907.degrees latitude (g = 980.6199 gals.).
 DO1907
 DO1907.The modeled gravity was interpolated from observed gravity values.
 DO1907
 DO1907;                    North         East    Units  Estimated Accuracy
 DO1907;SPC FL W     -   412,395.      229,232.      MT  (+/- 10 meters HH2 GPS)
 DO1907
 DO1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3094903549(NAD 83)
 DO1907
 DO1907                          SUPERSEDED SURVEY CONTROL
 DO1907
 DO1907.No superseded survey control is available for this station.
 DO1907
 DO1907_MARKER: DD = SURVEY DISK
 DO1907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO1907_SP_SET: STRUCTURE HEADWALL
 DO1907_STAMPING: 25385 A 2011
 DO1907_MARK LOGO: FLDEP
 DO1907_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1907+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2011
 DO1907
 DO1907  HISTORY     - Date     Condition        Report By
 DO1907  HISTORY     - 20110722 MONUMENTED       FLDEP
 DO1907
 DO1907                          STATION DESCRIPTION
 DO1907
 DO1907'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1907'THE MARK IS ABOUT 5.3 MI (8.5 KM) EAST OF AUBURNDALE, 4.7 MI (7.6 KM)
 DO1907'NORTH-NORTHEAST OF ELOISE, 3.0 MI (4.8 KM) NORTHEAST OF WINTER HAVEN,
 DO1907'IN SECTION 10, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1907'
 DO1907'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1907'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO1907'NORTHEAST FOR 2.0 MI (3.2 KM) TO THE JUNCTION OF A GATED DIRT ROAD ON
 DO1907'THE LEFT.  TURN LEFT ON THE DIRT ROAD, ENTERING THE LOCKED GATE AND GO
 DO1907'NORTH ON A GRASS AND DIRT ROAD FOR 0.6 MI (1.0 KM) TO ANOTHER LOCKED
 DO1907'GATE.  CONTINUE NORTH THROUGH THE GATE ENTERING A MUNICIPAL GOLF
 DO1907'COURSE.  TURN LEFT AND GO WEST AND NORTH ALONG THE BARB WIRE FENCE
 DO1907'LINE FOR 0.3 MI (0.5 KM) TO A CANAL LEVEE.  TURN RIGHT ON THE LEVEE
 DO1907'AND GO EAST FOR 0.1 MI (0.2 KM) TO A WATER STRUCTURE ON THE LEFT AND
 DO1907'THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A STRUCTURE HEADWALL
 DO1907'LEVEL WITH THE GOLF COURSE FAIRWAY.
 DO1907'
 DO1907'LOCATED 28.6 FT (8.7 M) EAST OF SURVEY MARK 25385 B, 17.0 FT (5.2 M)
 DO1907'EAST OF THE EASTERNMOST YELLOW CONTROL VALVE, 3.2 FT (1.0 M) SOUTH OF
 DO1907'THE NORTH EDGE OF THE CONCRETE HEADWALL AND 2.1 FT (0.6 M) WEST OF A
 DO1907'METAL HAND RAIL ON THE EAST WING WALL.
 DO1907'
 DO1907'NOTE A KEY CAN BE OBTAINED FROM SOUTHWEST FLORIDA WATER MANAGEMENT
 DO1907'DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1906 ***********************************************************************
 DO1906  DESIGNATION -  25385 B
 DO1906  PID         -  DO1906
 DO1906  STATE/COUNTY-  FL/POLK
 DO1906  COUNTRY     -  US
 DO1906  USGS QUAD   -  WINTER HAVEN (2018)
 DO1906
 DO1906                         *CURRENT SURVEY CONTROL
 DO1906  ______________________________________________________________________
 DO1906* NAD 83(1986) POSITION- 28 03 20.6    (N) 081 42 09.7    (W)   HD_HELD2
 DO1906* NAVD 88 ORTHO HEIGHT -    39.563 (meters)      129.80  (feet) ADJUSTED
 DO1906  ______________________________________________________________________
 DO1906  GEOID HEIGHT    -        -26.793 (meters)                     GEOID18
 DO1906  DYNAMIC HEIGHT  -         39.504 (meters)      129.61  (feet) COMP
 DO1906  MODELED GRAVITY -    979,151.4   (mgal)                       NAVD 88
 DO1906
 DO1906  VERT ORDER      -  FIRST     CLASS II
 DO1906
 DO1906.The horizontal coordinates were established by autonomous hand held GPS
 DO1906.observations and have an estimated accuracy of +/- 10 meters.
 DO1906
 DO1906.The orthometric height was determined by differential leveling and
 DO1906.adjusted by the NATIONAL GEODETIC SURVEY
 DO1906.in December 2012.
 DO1906
 DO1906.No vertical observational check was made to the station.
 DO1906
 DO1906.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1906.GEOID18 height accuracy estimate available here.
 DO1906
 DO1906.Click photographs - Photos may exist for this station.
 DO1906
 DO1906.The dynamic height is computed by dividing the NAVD 88
 DO1906.geopotential number by the normal gravity value computed on the
 DO1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1906.degrees latitude (g = 980.6199 gals.).
 DO1906
 DO1906.The modeled gravity was interpolated from observed gravity values.
 DO1906
 DO1906;                    North         East    Units  Estimated Accuracy
 DO1906;SPC FL W     -   412,419.      229,227.      MT  (+/- 10 meters HH2 GPS)
 DO1906
 DO1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3094303574(NAD 83)
 DO1906
 DO1906                          SUPERSEDED SURVEY CONTROL
 DO1906
 DO1906.No superseded survey control is available for this station.
 DO1906
 DO1906_MARKER: DD = SURVEY DISK
 DO1906_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO1906_SP_SET: STRUCTURE HEADWALL
 DO1906_STAMPING: 25385 B 2011
 DO1906_MARK LOGO: FLDEP
 DO1906_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1906_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1906_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1906+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2011
 DO1906
 DO1906  HISTORY     - Date     Condition        Report By
 DO1906  HISTORY     - 20110722 MONUMENTED       FLDEP
 DO1906
 DO1906                          STATION DESCRIPTION
 DO1906
 DO1906'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1906'THE MARK IS ABOUT 5.3 MI (8.5 KM) EAST OF AUBURNDALE, 4.7 MI (7.6 KM)
 DO1906'NORTH-NORTHEAST OF ELOISE, 3.0 MI (4.8 KM) NORTHEAST OF WINTER HAVEN,
 DO1906'IN SECTION 10, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1906'
 DO1906'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1906'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO EAST ON AVENUE T
 DO1906'NORTHEAST FOR 2.0 MI (3.2 KM) TO THE JUNCTION OF A GATED DIRT ROAD ON
 DO1906'THE LEFT.  TURN LEFT ON THE DIRT ROAD, ENTERING THE LOCKED GATE AND GO
 DO1906'NORTH ON A GRASS AND DIRT ROAD FOR 0.6 MI (1.0 KM) TO ANOTHER LOCKED
 DO1906'GATE.  CONTINUE NORTH THROUGH THE GATE ENTERING A MUNICIPAL GOLF
 DO1906'COURSE.  TURN LEFT AND GO WEST AND NORTH ALONG THE BARB WIRE FENCE
 DO1906'LINE FOR 0.3 MI (0.5 KM) TO A CANAL LEVEE.  TURN RIGHT ON THE LEVEE
 DO1906'AND GO EAST FOR 0.1 MI (0.2 KM) TO A WATER STRUCTURE ON THE LEFT AND
 DO1906'THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A STRUCTURE HEADWALL AND
 DO1906'LEVEL WITH A GOLF COURSE FAIRWAY.
 DO1906'
 DO1906'LOCATED 28.6 FT (8.7 M) WEST OF SURVEY MARK 25385 A, 9.1 FT (2.8 M)
 DO1906'WEST OF A YELLOW CONTROL VALVE, 0.8 FT (24 CM) NORTHWEST OF A METAL
 DO1906'HAND RAIL AND 0.6 FT (18 CM) SOUTHEAST OF THE NORTHWEST EDGE OF THE
 DO1906'CONCRETE HEADWALL.
 DO1906'
 DO1906'NOTE A KEY CAN BE OBTAINED FROM SOUTHWEST FLORIDA WATER MANAGEMENT
 DO1906'DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1916 ***********************************************************************
 DO1916  DESIGNATION -  25389 A
 DO1916  PID         -  DO1916
 DO1916  STATE/COUNTY-  FL/POLK
 DO1916  COUNTRY     -  US
 DO1916  USGS QUAD   -  WINTER HAVEN (2018)
 DO1916
 DO1916                         *CURRENT SURVEY CONTROL
 DO1916  ______________________________________________________________________
 DO1916* NAD 83(1986) POSITION- 28 03 39.9    (N) 081 43 09.4    (W)   HD_HELD2
 DO1916* NAVD 88 ORTHO HEIGHT -    39.921 (meters)      130.97  (feet) ADJUSTED
 DO1916  ______________________________________________________________________
 DO1916  GEOID HEIGHT    -        -26.779 (meters)                     GEOID18
 DO1916  DYNAMIC HEIGHT  -         39.861 (meters)      130.78  (feet) COMP
 DO1916  MODELED GRAVITY -    979,151.2   (mgal)                       NAVD 88
 DO1916
 DO1916  VERT ORDER      -  FIRST     CLASS II
 DO1916
 DO1916.The horizontal coordinates were established by autonomous hand held GPS
 DO1916.observations and have an estimated accuracy of +/- 10 meters.
 DO1916
 DO1916.The orthometric height was determined by differential leveling and
 DO1916.adjusted by the NATIONAL GEODETIC SURVEY
 DO1916.in December 2012.
 DO1916
 DO1916.No vertical observational check was made to the station.
 DO1916
 DO1916.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1916.GEOID18 height accuracy estimate available here.
 DO1916
 DO1916.Click photographs - Photos may exist for this station.
 DO1916
 DO1916.The dynamic height is computed by dividing the NAVD 88
 DO1916.geopotential number by the normal gravity value computed on the
 DO1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1916.degrees latitude (g = 980.6199 gals.).
 DO1916
 DO1916.The modeled gravity was interpolated from observed gravity values.
 DO1916
 DO1916;                    North         East    Units  Estimated Accuracy
 DO1916;SPC FL W     -   413,010.      227,595.      MT  (+/- 10 meters HH2 GPS)
 DO1916
 DO1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2931704177(NAD 83)
 DO1916
 DO1916                          SUPERSEDED SURVEY CONTROL
 DO1916
 DO1916.No superseded survey control is available for this station.
 DO1916
 DO1916_MARKER: DD = SURVEY DISK
 DO1916_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO1916+WITH SETTING: INFORMATION.
 DO1916_STAMPING: 25389 A 2011
 DO1916_MARK LOGO: SWFWMD
 DO1916_PROJECTION: FLUSH
 DO1916_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1916+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2011
 DO1916_ROD/PIPE-DEPTH: 2.4 meters
 DO1916
 DO1916  HISTORY     - Date     Condition        Report By
 DO1916  HISTORY     - 20110722 MONUMENTED       FLDEP
 DO1916
 DO1916                          STATION DESCRIPTION
 DO1916
 DO1916'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1916'THE MARK IS ABOUT 4.7 MI (7.6 KM) NORTH-NORTHEAST OF ELOISE, 4.3 MI
 DO1916'(6.9 KM) EAST OF AUBURNDALE, 2.8 MI (4.5 KM) NORTH-NORTHEAST OF WINTER
 DO1916'HAVEN, IN SECTION 9, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1916'
 DO1916'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 (AVENUE T
 DO1916'NORTHWEST) AND U.S. HIGHWAY 17 IN WINTER HAVEN, GO EAST ON STATE ROAD
 DO1916'544 (AVENUE T NORTHWEST) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DO1916'STATE ROAD 549 TURN LEFT ON STATE ROAD 544 AND GO NORTH FOR 1.3 MI
 DO1916'(2.1 KM) TO A CULVERT CROSSING, THE LAKE CONINE BOAT LANDING ON THE
 DO1916'LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DO1916'DEPTH OF 7.9 FT (2.4 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN
 DO1916'A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 5.0 FT (1.5
 DO1916'M) BELOW THE LEVEL OF STATE ROAD 544 (LUCERENE PARK ROAD).
 DO1916'
 DO1916'LOCATED 147.4 FT (44.9 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE
 DO1916'OF STATE ROAD 544 (LUCERENE PARK ROAD), 23.4 FT (7.1 M) NORTHWEST OF
 DO1916'THE NORTHWEST CORNER OF THE PICNIC AREA CONCRETE SLAB, 15.5 FT (4.7 M)
 DO1916'NORTH OF THE APPROXIMATE EXTENDED CENTERLINE OF THE BOAT RAMP, 13.3 FT
 DO1916'(4.1 M) SOUTH OF THE CANAL SEAWALL AND 2.0 FT (0.6 M) NORTHWEST OF A
 DO1916'CARSONITE WITNESS POST.
 DO1916'
 DO1916'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1916'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9742 ***********************************************************************
 DO9742  DESIGNATION -  25390 A
 DO9742  PID         -  DO9742
 DO9742  STATE/COUNTY-  FL/POLK
 DO9742  COUNTRY     -  US
 DO9742  USGS QUAD   -  WINTER HAVEN (2018)
 DO9742
 DO9742                         *CURRENT SURVEY CONTROL
 DO9742  ______________________________________________________________________
 DO9742* NAD 83(1986) POSITION- 28 05 05.3    (N) 081 44 10.6    (W)   HD_HELD2
 DO9742* NAVD 88 ORTHO HEIGHT -    40.745 (meters)      133.68  (feet) ADJUSTED
 DO9742  ______________________________________________________________________
 DO9742  GEOID HEIGHT    -        -26.828 (meters)                     GEOID18
 DO9742  DYNAMIC HEIGHT  -         40.684 (meters)      133.48  (feet) COMP
 DO9742  MODELED GRAVITY -    979,150.4   (mgal)                       NAVD 88
 DO9742
 DO9742  VERT ORDER      -  SECOND    CLASS I
 DO9742
 DO9742.The horizontal coordinates were established by autonomous hand held GPS
 DO9742.observations and have an estimated accuracy of +/- 10 meters.
 DO9742
 DO9742.The orthometric height was determined by differential leveling and
 DO9742.adjusted by the NATIONAL GEODETIC SURVEY
 DO9742.in January 2014.
 DO9742
 DO9742.No vertical observational check was made to the station.
 DO9742
 DO9742.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9742.GEOID18 height accuracy estimate available here.
 DO9742
 DO9742.Click photographs - Photos may exist for this station.
 DO9742
 DO9742.The dynamic height is computed by dividing the NAVD 88
 DO9742.geopotential number by the normal gravity value computed on the
 DO9742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9742.degrees latitude (g = 980.6199 gals.).
 DO9742
 DO9742.The modeled gravity was interpolated from observed gravity values.
 DO9742
 DO9742;                    North         East    Units  Estimated Accuracy
 DO9742;SPC FL W     -   415,635.      225,918.      MT  (+/- 10 meters HH2 GPS)
 DO9742
 DO9742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2766206815(NAD 83)
 DO9742
 DO9742                          SUPERSEDED SURVEY CONTROL
 DO9742
 DO9742.No superseded survey control is available for this station.
 DO9742
 DO9742_MARKER: DD = SURVEY DISK
 DO9742_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9742_STAMPING: 25390 A 2012
 DO9742_MARK LOGO: SFLWMD
 DO9742_PROJECTION: RECESSED 13 CENTIMETERS
 DO9742_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9742_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9742+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2022
 DO9742_ROD/PIPE-DEPTH: 5.5 meters
 DO9742
 DO9742  HISTORY     - Date     Condition        Report By
 DO9742  HISTORY     - 20130111 MONUMENTED       FLDEP
 DO9742  HISTORY     - 20220209 GOOD             USPSQD
 DO9742
 DO9742                          STATION DESCRIPTION
 DO9742
 DO9742'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9742'THE MARK IS ABOUT 6.2 MI (10.0 KM) NORTH OF ELOISE, 4.3 MI (6.9 KM)
 DO9742'NORTH OF WINTER HAVEN, 3.5 MI (5.6 KM) EAST-NORTHEAST OF AUBURNDALE,
 DO9742'IN SECTION 32, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9742'
 DO9742'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DO9742'HIGHWAY 92 SOUTH OF LAKE ALFRED, GO NORTH ON U.S. HIGHWAY 17-92 FOR
 DO9742'0.9 MI (1.4 KM) TO THE INTERSECTION OF CUMMINGS STREET.  TURN LEFT ON
 DO9742'WEST CUMMINGS STREET AND GO WEST FOR 0.4 MI (0.6 KM) TO THE JUNCTION
 DO9742'OF SOUTH WINONA AVENUE ON THE LEFT.  TURN LEFT ON SOUTH WINONA AVENUE
 DO9742'AND GO SOUTH OF 0.2 MI (0.3 KM) TO A PUBLIC BOAT RAMP ON THE LEFT, A
 DO9742'STAFF GAUGE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DO9742'DRIVEN TO REFUSAL AT A DEPTH OF 18.0 FT (5.5 M) WITH AN ALUMINUM DISK
 DO9742'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.5 FT (15 CM) BELOW THE
 DO9742'LEVEL OF THE GROUND AND LEVEL WITH SOUTH WINONA AVENUE.
 DO9742'
 DO9742'LOCATED 112.0 FT (34.1 M) NORTH OF THE STAFF GAUGE, 62.0 FT (18.9 M)
 DO9742'EAST OF THE APPROXIMATE CENTERLINE OF SOUTH WINONA AVENUE, 52.5 FT
 DO9742'(16.0 M) NORTH OF SURVEY MARK 25390 B, 14 FT (4.3 M) NORTH-NORTHEAST
 DO9742'OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP AND 4.7 FT (1.4 M) WEST
 DO9742'OF A CARSONITE WITNESS POST.
 DO9742'
 DO9742'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9742'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9742
 DO9742                          STATION RECOVERY (2022)
 DO9742
 DO9742'RECOVERY NOTE BY US POWER SQUADRON 2022 (BLL)
 DO9742'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9743 ***********************************************************************
 DO9743  DESIGNATION -  25390 B
 DO9743  PID         -  DO9743
 DO9743  STATE/COUNTY-  FL/POLK
 DO9743  COUNTRY     -  US
 DO9743  USGS QUAD   -  WINTER HAVEN (2018)
 DO9743
 DO9743                         *CURRENT SURVEY CONTROL
 DO9743  ______________________________________________________________________
 DO9743* NAD 83(1986) POSITION- 28 05 04.8    (N) 081 44 10.2    (W)   HD_HELD2
 DO9743* NAVD 88 ORTHO HEIGHT -    39.656 (meters)      130.10  (feet) ADJUSTED
 DO9743  ______________________________________________________________________
 DO9743  GEOID HEIGHT    -        -26.828 (meters)                     GEOID18
 DO9743  DYNAMIC HEIGHT  -         39.596 (meters)      129.91  (feet) COMP
 DO9743  MODELED GRAVITY -    979,150.4   (mgal)                       NAVD 88
 DO9743
 DO9743  VERT ORDER      -  SECOND    CLASS I
 DO9743
 DO9743.The horizontal coordinates were established by autonomous hand held GPS
 DO9743.observations and have an estimated accuracy of +/- 10 meters.
 DO9743
 DO9743.The orthometric height was determined by differential leveling and
 DO9743.adjusted by the NATIONAL GEODETIC SURVEY
 DO9743.in January 2014.
 DO9743
 DO9743.No vertical observational check was made to the station.
 DO9743
 DO9743.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9743.GEOID18 height accuracy estimate available here.
 DO9743
 DO9743.Click photographs - Photos may exist for this station.
 DO9743
 DO9743.The dynamic height is computed by dividing the NAVD 88
 DO9743.geopotential number by the normal gravity value computed on the
 DO9743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9743.degrees latitude (g = 980.6199 gals.).
 DO9743
 DO9743.The modeled gravity was interpolated from observed gravity values.
 DO9743
 DO9743;                    North         East    Units  Estimated Accuracy
 DO9743;SPC FL W     -   415,619.      225,929.      MT  (+/- 10 meters HH2 GPS)
 DO9743
 DO9743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2767306800(NAD 83)
 DO9743
 DO9743                          SUPERSEDED SURVEY CONTROL
 DO9743
 DO9743.No superseded survey control is available for this station.
 DO9743
 DO9743_MARKER: DD = SURVEY DISK
 DO9743_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9743_STAMPING: 25390 B 2012
 DO9743_MARK LOGO: SFLWMD
 DO9743_PROJECTION: RECESSED 5 CENTIMETERS
 DO9743_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9743+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2022
 DO9743_ROD/PIPE-DEPTH: 7.5 meters
 DO9743
 DO9743  HISTORY     - Date     Condition        Report By
 DO9743  HISTORY     - 20130111 MONUMENTED       FLDEP
 DO9743  HISTORY     - 20220209 GOOD             USPSQD
 DO9743
 DO9743                          STATION DESCRIPTION
 DO9743
 DO9743'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9743'THE MARK IS ABOUT 6.2 MI (10.0 KM) NORTH OF ELOISE, 4.3 MI (6.9 KM)
 DO9743'NORTH OF WINTER HAVEN, 3.5 MI (5.6 KM) EAST-NORTHEAST OF AUBURNDALE,
 DO9743'IN SECTION 32, TOWNSHIP 27 SOUTH, RANGE 26 EAST.
 DO9743'
 DO9743'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 AND U.S.
 DO9743'HIGHWAY 92 SOUTH OF LAKE ALFRED, GO NORTH ON U.S. HIGHWAY 17-92 FOR
 DO9743'0.9 MI (1.4 KM) TO THE INTERSECTION OF CUMMINGS STREET.  TURN LEFT ON
 DO9743'WEST CUMMINGS STREET AND GO WEST FOR 0.4 MI (0.6 KM) TO THE JUNCTION
 DO9743'OF SOUTH WINONA AVENUE ON THE LEFT.  TURN LEFT ON SOUTH WINONA AVENUE
 DO9743'AND GO SOUTH OF 0.2 MI (0.3 KM) TO A PUBLIC BOAT RAMP ON THE LEFT, A
 DO9743'STAFF GAUGE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DO9743'DRIVEN TO REFUSAL AT A DEPTH OF 24.5 FT (7.5 M) WITH AN ALUMINUM DISK
 DO9743'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DO9743'LEVEL OF THE GROUND AND LEVEL WITH SOUTH WINONA AVENUE.
 DO9743'
 DO9743'LOCATED 90.0 FT (27.4 M) EAST OF THE APPROXIMATE CENTERLINE OF SOUTH
 DO9743'WINONA AVENUE, 60.3 FT (18.4 M) NORTH OF THE STAFF GAUGE, 52.5 FT
 DO9743'(16.0 M) SOUTH OF SURVEY MARK 25390 A, 19.5 FT (5.9 M) NORTH-NORTHEAST
 DO9743'OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP ON LAKE ECHO, 8.8 FT
 DO9743'(2.7 M) NORTH-NORTHWEST OF A 16-INCH (41 CM) CYPRESS TREE AND 6.7 FT
 DO9743'(2.0 M) WEST OF A CARSONITE WITNESS POST.
 DO9743'
 DO9743'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9743'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9743
 DO9743                          STATION RECOVERY (2022)
 DO9743
 DO9743'RECOVERY NOTE BY US POWER SQUADRON 2022 (BLL)
 DO9743'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1917 ***********************************************************************
 DO1917  DESIGNATION -  25391 A
 DO1917  PID         -  DO1917
 DO1917  STATE/COUNTY-  FL/POLK
 DO1917  COUNTRY     -  US
 DO1917  USGS QUAD   -  WINTER HAVEN (2018)
 DO1917
 DO1917                         *CURRENT SURVEY CONTROL
 DO1917  ______________________________________________________________________
 DO1917* NAD 83(1986) POSITION- 28 03 58.3    (N) 081 43 09.0    (W)   HD_HELD2
 DO1917* NAVD 88 ORTHO HEIGHT -    42.261 (meters)      138.65  (feet) ADJUSTED
 DO1917  ______________________________________________________________________
 DO1917  GEOID HEIGHT    -        -26.797 (meters)                     GEOID18
 DO1917  DYNAMIC HEIGHT  -         42.198 (meters)      138.44  (feet) COMP
 DO1917  MODELED GRAVITY -    979,151.0   (mgal)                       NAVD 88
 DO1917
 DO1917  VERT ORDER      -  FIRST     CLASS II
 DO1917
 DO1917.The horizontal coordinates were established by autonomous hand held GPS
 DO1917.observations and have an estimated accuracy of +/- 10 meters.
 DO1917
 DO1917.The orthometric height was determined by differential leveling and
 DO1917.adjusted by the NATIONAL GEODETIC SURVEY
 DO1917.in December 2012.
 DO1917
 DO1917.No vertical observational check was made to the station.
 DO1917
 DO1917.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1917.GEOID18 height accuracy estimate available here.
 DO1917
 DO1917.Click photographs - Photos may exist for this station.
 DO1917
 DO1917.The dynamic height is computed by dividing the NAVD 88
 DO1917.geopotential number by the normal gravity value computed on the
 DO1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1917.degrees latitude (g = 980.6199 gals.).
 DO1917
 DO1917.The modeled gravity was interpolated from observed gravity values.
 DO1917
 DO1917;                    North         East    Units  Estimated Accuracy
 DO1917;SPC FL W     -   413,576.      227,605.      MT  (+/- 10 meters HH2 GPS)
 DO1917
 DO1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2933104743(NAD 83)
 DO1917
 DO1917                          SUPERSEDED SURVEY CONTROL
 DO1917
 DO1917.No superseded survey control is available for this station.
 DO1917
 DO1917_MARKER: DD = SURVEY DISK
 DO1917_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1917_STAMPING: 25391 A 2011
 DO1917_MARK LOGO: SWFWMD
 DO1917_PROJECTION: FLUSH
 DO1917_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1917+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2011
 DO1917_ROD/PIPE-DEPTH: 6.3 meters
 DO1917
 DO1917  HISTORY     - Date     Condition        Report By
 DO1917  HISTORY     - 20110830 MONUMENTED       FLDEP
 DO1917
 DO1917                          STATION DESCRIPTION
 DO1917
 DO1917'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1917'THE MARK IS ABOUT 4.7 MI (7.6 KM) NORTH-NORTHEAST OF ELOISE, 4.3 MI
 DO1917'(6.9 KM) EAST OF AUBURNDALE, 2.8 MI (4.5 KM) NORTH-NORTHEAST OF WINTER
 DO1917'HAVEN, IN SECTION 9, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1917'
 DO1917'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 (AVENUE T
 DO1917'NORTHWEST) AND U.S. HIGHWAY 17 IN WINTER HAVEN, GO EAST ON STATE ROAD
 DO1917'544 (AVENUE T NORTHWEST) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DO1917'STATE ROAD 549 TURN LEFT ON STATE ROAD 544 AND GO NORTH FOR 1.35 MI
 DO1917'(2.2 KM) TO THE JUNCTION OF LAKE CONINE DRIVE ON THE LEFT.  TURN LEFT
 DO1917'ON LAKE CONINE DRIVE AND GO NORTHWEST FOR 0.1 MI (0.2 KM) TO THE
 DO1917'JUNCTION OF HILLTOP DRIVE ON THE RIGHT.  TURN RIGHT ON HILLTOP DRIVE
 DO1917'AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF SOUTH LAKE
 DO1917'ROCHELLE DRIVE ON THE LEFT.  TURN LEFT ON SOUTH LAKE ROCHELLE DRIVE
 DO1917'AND GO WEST FOR ABOUT 50.0 FT (15.2 M) TO A DRIVEWAY AT 1520 SOUTH
 DO1917'LAKE ROCHELLE DRIVE (EDWARD REINTS RESIDENCE) AND THE MARK ON THE
 DO1917'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 20.6 FT (6.3 M)
 DO1917'WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC
 DO1917'PIPE FLUSH WITH THE GROUND AND LEVEL WITH SOUTH LAKE ROCHELLE DRIVE.
 DO1917'
 DO1917'LOCATED 79.5 FT (24.2 M) EAST-NORTHEAST OF SURVEY MARK 25391 B, 17.2
 DO1917'FT (5.2 M) NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF SOUTH LAKE
 DO1917'ROCHELLE DRIVE, 9.3 FT (2.8 M) SOUTHWEST OF A CHAIN LINK FENCE CORNER
 DO1917'POST, 1.8 FT (0.5 M) SOUTH-SOUTHEAST OF A WOODEN POWER POLE (NUMBERED
 DO1917'340443) AND 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS
 DO1917'POST.
 DO1917'
 DO1917'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1917'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1918 ***********************************************************************
 DO1918  DESIGNATION -  25391 B
 DO1918  PID         -  DO1918
 DO1918  STATE/COUNTY-  FL/POLK
 DO1918  COUNTRY     -  US
 DO1918  USGS QUAD   -  WINTER HAVEN (2018)
 DO1918
 DO1918                         *CURRENT SURVEY CONTROL
 DO1918  ______________________________________________________________________
 DO1918* NAD 83(1986) POSITION- 28 03 58.1    (N) 081 43 09.9    (W)   HD_HELD2
 DO1918* NAVD 88 ORTHO HEIGHT -    41.832 (meters)      137.24  (feet) ADJUSTED
 DO1918  ______________________________________________________________________
 DO1918  GEOID HEIGHT    -        -26.797 (meters)                     GEOID18
 DO1918  DYNAMIC HEIGHT  -         41.770 (meters)      137.04  (feet) COMP
 DO1918  MODELED GRAVITY -    979,151.0   (mgal)                       NAVD 88
 DO1918
 DO1918  VERT ORDER      -  FIRST     CLASS II
 DO1918
 DO1918.The horizontal coordinates were established by autonomous hand held GPS
 DO1918.observations and have an estimated accuracy of +/- 10 meters.
 DO1918
 DO1918.The orthometric height was determined by differential leveling and
 DO1918.adjusted by the NATIONAL GEODETIC SURVEY
 DO1918.in December 2012.
 DO1918
 DO1918.No vertical observational check was made to the station.
 DO1918
 DO1918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1918.GEOID18 height accuracy estimate available here.
 DO1918
 DO1918.Click photographs - Photos may exist for this station.
 DO1918
 DO1918.The dynamic height is computed by dividing the NAVD 88
 DO1918.geopotential number by the normal gravity value computed on the
 DO1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1918.degrees latitude (g = 980.6199 gals.).
 DO1918
 DO1918.The modeled gravity was interpolated from observed gravity values.
 DO1918
 DO1918;                    North         East    Units  Estimated Accuracy
 DO1918;SPC FL W     -   413,570.      227,580.      MT  (+/- 10 meters HH2 GPS)
 DO1918
 DO1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2930704737(NAD 83)
 DO1918
 DO1918                          SUPERSEDED SURVEY CONTROL
 DO1918
 DO1918.No superseded survey control is available for this station.
 DO1918
 DO1918_MARKER: DD = SURVEY DISK
 DO1918_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1918_STAMPING: 25391 B 2011
 DO1918_MARK LOGO: SWFWMD
 DO1918_PROJECTION: FLUSH
 DO1918_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1918+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2011
 DO1918_ROD/PIPE-DEPTH: 7.4 meters
 DO1918
 DO1918  HISTORY     - Date     Condition        Report By
 DO1918  HISTORY     - 20110830 MONUMENTED       FLDEP
 DO1918
 DO1918                          STATION DESCRIPTION
 DO1918
 DO1918'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1918'THE MARK IS ABOUT 4.7 MI (7.6 KM) NORTH-NORTHEAST OF ELOISE, 4.3 MI
 DO1918'(6.9 KM) EAST OF AUBURNDALE, 2.8 MI (4.5 KM) NORTH-NORTHEAST OF WINTER
 DO1918'HAVEN, IN SECTION 9, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1918'
 DO1918'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 (AVENUE T
 DO1918'NORTHWEST) AND U.S. HIGHWAY 17 IN WINTER HAVEN, GO EAST ON STATE ROAD
 DO1918'544 (AVENUE T NORTHWEST) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DO1918'STATE ROAD 549 TURN LEFT ON STATE ROAD 544 AND GO NORTH FOR 1.35 MI
 DO1918'(2.2 KM) TO THE JUNCTION OF LAKE CONINE DRIVE ON THE LEFT.  TURN LEFT
 DO1918'ON LAKE CONINE DRIVE AND GO NORTHWEST FOR 0.1 MI (0.2 KM) TO THE
 DO1918'JUNCTION OF HILLTOP DRIVE ON THE RIGHT.  TURN RIGHT ON HILLTOP DRIVE
 DO1918'AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF SOUTH LAKE
 DO1918'ROCHELLE DRIVE ON THE LEFT.  TURN LEFT ON SOUTH LAKE ROCHELLE DRIVE
 DO1918'AND GO WEST FOR ABOUT 130.0 FT (39.6 M) TO THE SOUTHWEST PROPERTY
 DO1918'CORNER AT 1520 SOUTH LAKE ROCHELLE DRIVE (EDWARD REINTS RESIDENCE) AND
 DO1918'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO1918'24.3 FT (7.4 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH
 DO1918'(10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH SOUTH LAKE
 DO1918'ROCHELLE DRIVE.
 DO1918'
 DO1918'LOCATED 129.0 FT (39.3 M) EAST-NORTHEAST OF A WOODEN POWER POLE, 79.5
 DO1918'FT (24.2 M) WEST-SOUTHWEST OF SURVEY MARK 25391 A, 52.0 FT (15.8 M)
 DO1918'WEST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT 1520 SOUTH LAKE
 DO1918'ROCHELLE DRIVE (EDWARD REINTS RESIDENCE), 14.5 FT (4.4 M)
 DO1918'NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF SOUTH LAKE ROCHELLE
 DO1918'DRIVE AND 1.7 FT (0.5 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST.
 DO1918'
 DO1918'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1918'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8908 ***********************************************************************
 DO8908  DESIGNATION -  25394 A
 DO8908  PID         -  DO8908
 DO8908  STATE/COUNTY-  FL/POLK
 DO8908  COUNTRY     -  US
 DO8908  USGS QUAD   -  WINTER HAVEN (2018)
 DO8908
 DO8908                         *CURRENT SURVEY CONTROL
 DO8908  ______________________________________________________________________
 DO8908* NAD 83(1986) POSITION- 28 04 38.7    (N) 081 39 45.0    (W)   HD_HELD2
 DO8908* NAVD 88 ORTHO HEIGHT -    40.859 (meters)      134.05  (feet) ADJUSTED
 DO8908  ______________________________________________________________________
 DO8908  GEOID HEIGHT    -        -26.948 (meters)                     GEOID18
 DO8908  DYNAMIC HEIGHT  -         40.798 (meters)      133.85  (feet) COMP
 DO8908  MODELED GRAVITY -    979,150.5   (mgal)                       NAVD 88
 DO8908
 DO8908  VERT ORDER      -  FIRST     CLASS II
 DO8908
 DO8908.The horizontal coordinates were established by autonomous hand held GPS
 DO8908.observations and have an estimated accuracy of +/- 10 meters.
 DO8908
 DO8908.The orthometric height was determined by differential leveling and
 DO8908.adjusted by the NATIONAL GEODETIC SURVEY
 DO8908.in January 2015.
 DO8908
 DO8908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8908.GEOID18 height accuracy estimate available here.
 DO8908
 DO8908.Click photographs - Photos may exist for this station.
 DO8908
 DO8908.The dynamic height is computed by dividing the NAVD 88
 DO8908.geopotential number by the normal gravity value computed on the
 DO8908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8908.degrees latitude (g = 980.6199 gals.).
 DO8908
 DO8908.The modeled gravity was interpolated from observed gravity values.
 DO8908
 DO8908;                    North         East    Units  Estimated Accuracy
 DO8908;SPC FL W     -   414,834.      233,172.      MT  (+/- 10 meters HH2 GPS)
 DO8908
 DO8908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3490705955(NAD 83)
 DO8908
 DO8908                          SUPERSEDED SURVEY CONTROL
 DO8908
 DO8908  NAVD 88 (12/11/13)   40.838  (m)          133.98   (f) SUPERSEDED  1 2
 DO8908
 DO8908.Superseded values are not recommended for survey control.
 DO8908
 DO8908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8908.See file dsdata.pdf to determine how the superseded data were derived.
 DO8908
 DO8908_STAMPING: 25394 A 2012
 DO8908_MARK LOGO: SWFWMD
 DO8908_PROJECTION: FLUSH
 DO8908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8908+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2012
 DO8908_ROD/PIPE-DEPTH: 19.7 meters
 DO8908
 DO8908  HISTORY     - Date     Condition        Report By
 DO8908  HISTORY     - 20120721 MONUMENTED       FLDEP
 DO8908  HISTORY     - 20150130 MARK NOT FOUND   FLDEP
 DO8908
 DO8908                          STATION DESCRIPTION
 DO8908
 DO8908'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8908'THE MARK IS ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF DAVENPORT, 5.8
 DO8908'MI (9.3 KM) NORTHEAST OF WINTER HAVEN, 4.6 MI (7.4 KM) NORTHWEST OF
 DO8908'DUNDEE, IN SECTION 1, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO8908'
 DO8908'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND U.S.
 DO8908'HIGHWAY 27 ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF HAINES CITY, GO WEST ON
 DO8908'STATE ROAD 544 FOR 0.8 MI (1.3 KM) TO THE WEST SIDE OF THE LAKE
 DO8908'HAMILTON-LAKE HENRY CANAL.  TURN LEFT AND GO SOUTH THROUGH A LOCKED
 DO8908'GATE ALONG THE WEST SIDE OF THE CANAL FOR 0.25 MI (0.4 KM) TO A
 DO8908'CONCRETE STRUCTURE AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN
 DO8908'TO REFUSAL AT A DEPTH OF 64.7 FT (19.7 M) WITH AN ALUMINUM SWFWMD DISK
 DO8908'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DO8908'GROUND AND LEVEL WITH THE CANAL ROAD.
 DO8908'
 DO8908'LOCATED 100.4 FT (30.6 M) NORTH-NORTHWEST OF SURVEY MARK 25394 B, 91.9
 DO8908'FT (28.0 M) NORTH OF A MONITORING WELL, 9.2 FT (2.8 M) WEST OF THE
 DO8908'APPROXIMATE CENTERLINE OF THE CANAL ROAD, 1.9 FT (0.6 M) EAST OF A
 DO8908'BARB WIRE FENCE AND 1.5 FT (0.5 M) EAST OF A CARSONITE WITNESS POST.
 DO8908'
 DO8908'NOTE A GATE KEY MAY BE OBTAINED FROM SOUTHWEST FLORIDA WATER
 DO8908'MANAGEMENT DISTRICT.
 DO8908'
 DO8908'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8908'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO8908
 DO8908                          STATION RECOVERY (2015)
 DO8908
 DO8908'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DO8908'NOT RECOVERED.  THE DAMAGED MARK HAS BEEN DESTROYED AND DISK IS IN
 DO8908'HAND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8909 ***********************************************************************
 DO8909  DESIGNATION -  25394 B
 DO8909  PID         -  DO8909
 DO8909  STATE/COUNTY-  FL/POLK
 DO8909  COUNTRY     -  US
 DO8909  USGS QUAD   -  WINTER HAVEN (2018)
 DO8909
 DO8909                         *CURRENT SURVEY CONTROL
 DO8909  ______________________________________________________________________
 DO8909* NAD 83(1986) POSITION- 28 04 37.9    (N) 081 39 44.4    (W)   HD_HELD2
 DO8909* NAVD 88 ORTHO HEIGHT -    39.981 (meters)      131.17  (feet) ADJUSTED
 DO8909  ______________________________________________________________________
 DO8909  GEOID HEIGHT    -        -26.948 (meters)                     GEOID18
 DO8909  DYNAMIC HEIGHT  -         39.921 (meters)      130.97  (feet) COMP
 DO8909  MODELED GRAVITY -    979,150.5   (mgal)                       NAVD 88
 DO8909
 DO8909  VERT ORDER      -  FIRST     CLASS II
 DO8909
 DO8909.The horizontal coordinates were established by autonomous hand held GPS
 DO8909.observations and have an estimated accuracy of +/- 10 meters.
 DO8909
 DO8909.The orthometric height was determined by differential leveling and
 DO8909.adjusted by the NATIONAL GEODETIC SURVEY
 DO8909.in January 2015.
 DO8909
 DO8909.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8909.GEOID18 height accuracy estimate available here.
 DO8909
 DO8909.Click photographs - Photos may exist for this station.
 DO8909
 DO8909.The dynamic height is computed by dividing the NAVD 88
 DO8909.geopotential number by the normal gravity value computed on the
 DO8909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8909.degrees latitude (g = 980.6199 gals.).
 DO8909
 DO8909.The modeled gravity was interpolated from observed gravity values.
 DO8909
 DO8909;                    North         East    Units  Estimated Accuracy
 DO8909;SPC FL W     -   414,809.      233,188.      MT  (+/- 10 meters HH2 GPS)
 DO8909
 DO8909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3492305930(NAD 83)
 DO8909
 DO8909                          SUPERSEDED SURVEY CONTROL
 DO8909
 DO8909  NAVD 88 (12/11/13)   39.959  (m)          131.10   (f) SUPERSEDED  1 2
 DO8909
 DO8909.Superseded values are not recommended for survey control.
 DO8909
 DO8909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8909.See file dsdata.pdf to determine how the superseded data were derived.
 DO8909
 DO8909_MARKER: DD = SURVEY DISK
 DO8909_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO8909_SP_SET: STRUCTURE
 DO8909_STAMPING: 25394 B 2012
 DO8909_MARK LOGO: FLDEP
 DO8909_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8909+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2015
 DO8909
 DO8909  HISTORY     - Date     Condition        Report By
 DO8909  HISTORY     - 20120721 MONUMENTED       FLDEP
 DO8909  HISTORY     - 20150130 GOOD             FLDEP
 DO8909
 DO8909                          STATION DESCRIPTION
 DO8909
 DO8909'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8909'THE MARK IS ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHWEST OF DAVENPORT, 5.8
 DO8909'MI (9.3 KM) NORTHEAST OF WINTER HAVEN, 4.6 MI (7.4 KM) NORTHWEST OF
 DO8909'DUNDEE, IN SECTION 1, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO8909'
 DO8909'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND U.S.
 DO8909'HIGHWAY 27 ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF HAINES CITY, GO WEST ON
 DO8909'STATE ROAD 544 FOR 0.8 MI (1.3 KM) TO THE WEST SIDE OF THE LAKE
 DO8909'HAMILTON-LAKE HENRY CANAL.  TURN LEFT AND GO SOUTH THROUGH A LOCKED
 DO8909'GATE ALONG THE WEST SIDE OF THE CANAL FOR 0.25 MI (0.4 KM) TO A
 DO8909'CONCRETE STRUCTURE AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF
 DO8909'THE SOUTHWEST CORNER OF THE STRUCTURE AND ABOUT 0.7 FT (21 CM) BELOW
 DO8909'THE LEVEL OF THE CANAL ROAD.
 DO8909'
 DO8909'LOCATED 100.4 FT (30.6 M) SOUTH-SOUTHEAST OF SURVEY MARK 25394 A, 58.7
 DO8909'FT (17.9 M) EAST OF A BARB WIRE FENCE, 54.1 FT (16.5 M) EAST-NORTHEAST
 DO8909'OF A MONITORING WELL, 45.3 FT (13.8 M) EAST OF THE APPROXIMATE CENTER
 DO8909'OF THE CANAL ROAD AND 1.0 FT (0.3 M) SOUTH OF THE NORTH EDGE OF A
 DO8909'STEEL LADDER.
 DO8909'
 DO8909'NOTE A GATE KEY MAY BE OBTAINED FROM SOUTHWEST FLORIDA WATER
 DO8909'MANAGEMENT DISTRICT.
 DO8909
 DO8909                          STATION RECOVERY (2015)
 DO8909
 DO8909'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DO8909'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9167 ***********************************************************************
 DO9167  DESIGNATION -  25399 A
 DO9167  PID         -  DO9167
 DO9167  STATE/COUNTY-  FL/POLK
 DO9167  COUNTRY     -  US
 DO9167  USGS QUAD   -  LAKE ARBUCKLE (2018)
 DO9167
 DO9167                         *CURRENT SURVEY CONTROL
 DO9167  ______________________________________________________________________
 DO9167* NAD 83(1986) POSITION- 27 42 31.7    (N) 081 26 48.6    (W)   HD_HELD2
 DO9167* NAVD 88 ORTHO HEIGHT -    24.374 (meters)       79.97  (feet) ADJUSTED
 DO9167  ______________________________________________________________________
 DO9167  GEOID HEIGHT    -        -26.400 (meters)                     GEOID18
 DO9167  DYNAMIC HEIGHT  -         24.337 (meters)       79.85  (feet) COMP
 DO9167  MODELED GRAVITY -    979,133.9   (mgal)                       NAVD 88
 DO9167
 DO9167  VERT ORDER      -  FIRST     CLASS II
 DO9167
 DO9167.The horizontal coordinates were established by autonomous hand held GPS
 DO9167.observations and have an estimated accuracy of +/- 10 meters.
 DO9167
 DO9167.The orthometric height was determined by differential leveling and
 DO9167.adjusted by the NATIONAL GEODETIC SURVEY
 DO9167.in December 2013.
 DO9167
 DO9167.No vertical observational check was made to the station.
 DO9167
 DO9167.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9167.GEOID18 height accuracy estimate available here.
 DO9167
 DO9167.Click photographs - Photos may exist for this station.
 DO9167
 DO9167.The dynamic height is computed by dividing the NAVD 88
 DO9167.geopotential number by the normal gravity value computed on the
 DO9167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9167.degrees latitude (g = 980.6199 gals.).
 DO9167
 DO9167.The modeled gravity was interpolated from observed gravity values.
 DO9167
 DO9167;                    North         East    Units  Estimated Accuracy
 DO9167;SPC FL W     -   374,064.      254,553.      MT  (+/- 10 meters HH2 GPS)
 DO9167
 DO9167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5594865025(NAD 83)
 DO9167
 DO9167                          SUPERSEDED SURVEY CONTROL
 DO9167
 DO9167.No superseded survey control is available for this station.
 DO9167
 DO9167_MARKER: DD = SURVEY DISK
 DO9167_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9167_STAMPING: 25399 A 2012
 DO9167_MARK LOGO: SWFWMD
 DO9167_PROJECTION: FLUSH
 DO9167_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9167_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9167+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 DO9167_ROD/PIPE-DEPTH: 7.0 meters
 DO9167
 DO9167  HISTORY     - Date     Condition        Report By
 DO9167  HISTORY     - 20121206 MONUMENTED       FLDEP
 DO9167
 DO9167                          STATION DESCRIPTION
 DO9167
 DO9167'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9167'THE MARK IS ABOUT 9.6 MI (15.4 KM) SOUTH-SOUTHEAST OF BABSON PARK, 8.6
 DO9167'MI (13.8 KM) NORTH-NORTHEAST OF AVON PARK, 5.7 MI (9.2 KM)
 DO9167'EAST-SOUTHEAST OF FROSTPROOF, IN SECTION 8, TOWNSHIP 32 SOUTH, RANGE
 DO9167'29 EAST.
 DO9167'
 DO9167'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9167'17 (SCENIC HIGHWAY) AND AVON PARK CUTOFF ROAD NORTH, ABOUT 5.0 MI (8.0
 DO9167'KM) SOUTH OF FROSTPROOF, GO NORTHEAST ON STATE ROAD 17 (SOUTH SCENIC
 DO9167'HIGHWAY) FOR 3.45 MI (5.6 KM) TO THE INTERSECTION OF TRAVERSE STATION.
 DO9167'WILSON ROAD ON THE RIGHT AND KELLY ROAD ON THE LEFT.  TURN RIGHT ON
 DO9167'TRAVERSE STATION.  WILSON ROAD AND GO EAST FOR 2.0 MI (3.2 KM) TO THE
 DO9167'JUNCTION OF SOUTH LAKE REEDY BOULEVARD ON THE LEFT.  CONTINUE EAST AND
 DO9167'NORTHEAST ON SOUTH LAKE REEDY BOULEVARD FOR 1.75 MI (2.8 KM) TO THE
 DO9167'JUNCTION OF LAKE ARBUCKLE ROAD ON THE RIGHT.  TURN RIGHT ON LAKE
 DO9167'ARBUCKLE ROAD AND GO SOUTHEAST FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF
 DO9167'RUCKS DAIRY ROAD ON THE RIGHT.  TURN RIGHT ON RUCKS DAIRY ROAD AND GO
 DO9167'SOUTH FOR 0.75 MI (1.2 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DO9167'DRIVEN TO REFUSAL AT A DEPTH OF 23.1 FT (7.0 M) WITH AN ALUMINUM DISK
 DO9167'ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT
 DO9167'1.0 FT (0.3 M) ABOVE THE LEVEL OF RUCKS DAIRY ROAD.
 DO9167'
 DO9167'LOCATED 219.0 FT (66.8 M) NORTHWEST OF SURVEY MARK 25399 B, 54.0 FT
 DO9167'(16.5 M) SOUTH OF A WOODEN POWER POLE, 138.5 FT (42.2 M) NORTHWEST OF
 DO9167'AN ALUMINUM TELEMETRY BOX, 110.2 FT (33.6 M) NORTHWEST OF THE
 DO9167'NORTHWEST CORNER OF A BRIDGE ABUTMENT OVER LIVINGSTON CREEK, 16.6 FT
 DO9167'(5.1 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF RUCKS DAIRY ROAD
 DO9167'AND 1.0 FT (0.3 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DO9167'
 DO9167'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9167'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9168 ***********************************************************************
 DO9168  DESIGNATION -  25399 B
 DO9168  PID         -  DO9168
 DO9168  STATE/COUNTY-  FL/POLK
 DO9168  COUNTRY     -  US
 DO9168  USGS QUAD   -  LAKE ARBUCKLE (2018)
 DO9168
 DO9168                         *CURRENT SURVEY CONTROL
 DO9168  ______________________________________________________________________
 DO9168* NAD 83(1986) POSITION- 27 42 30.7    (N) 081 26 46.4    (W)   HD_HELD2
 DO9168* NAVD 88 ORTHO HEIGHT -    23.031 (meters)       75.56  (feet) ADJUSTED
 DO9168  ______________________________________________________________________
 DO9168  GEOID HEIGHT    -        -26.400 (meters)                     GEOID18
 DO9168  DYNAMIC HEIGHT  -         22.996 (meters)       75.45  (feet) COMP
 DO9168  MODELED GRAVITY -    979,133.9   (mgal)                       NAVD 88
 DO9168
 DO9168  VERT ORDER      -  FIRST     CLASS II
 DO9168
 DO9168.The horizontal coordinates were established by autonomous hand held GPS
 DO9168.observations and have an estimated accuracy of +/- 10 meters.
 DO9168
 DO9168.The orthometric height was determined by differential leveling and
 DO9168.adjusted by the NATIONAL GEODETIC SURVEY
 DO9168.in December 2013.
 DO9168
 DO9168.No vertical observational check was made to the station.
 DO9168
 DO9168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9168.GEOID18 height accuracy estimate available here.
 DO9168
 DO9168.Click photographs - Photos may exist for this station.
 DO9168
 DO9168.The dynamic height is computed by dividing the NAVD 88
 DO9168.geopotential number by the normal gravity value computed on the
 DO9168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9168.degrees latitude (g = 980.6199 gals.).
 DO9168
 DO9168.The modeled gravity was interpolated from observed gravity values.
 DO9168
 DO9168;                    North         East    Units  Estimated Accuracy
 DO9168;SPC FL W     -   374,034.      254,614.      MT  (+/- 10 meters HH2 GPS)
 DO9168
 DO9168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5600864994(NAD 83)
 DO9168
 DO9168                          SUPERSEDED SURVEY CONTROL
 DO9168
 DO9168.No superseded survey control is available for this station.
 DO9168
 DO9168_MARKER: DD = SURVEY DISK
 DO9168_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO9168+WITH SETTING: INFORMATION.
 DO9168_STAMPING: 25399 B 2012
 DO9168_MARK LOGO: SWFWMD
 DO9168_PROJECTION: RECESSED 5 CENTIMETERS
 DO9168_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9168_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO9168_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9168+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 DO9168_ROD/PIPE-DEPTH: 2.7 meters
 DO9168
 DO9168  HISTORY     - Date     Condition        Report By
 DO9168  HISTORY     - 20121206 MONUMENTED       FLDEP
 DO9168
 DO9168                          STATION DESCRIPTION
 DO9168
 DO9168'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9168'THE MARK IS ABOUT 9.6 MI (15.4 KM) SOUTH-SOUTHEAST OF BABSON PARK, 8.6
 DO9168'MI (13.8 KM) NORTH-NORTHEAST OF AVON PARK, 5.7 MI (9.2 KM)
 DO9168'EAST-SOUTHEAST OF FROSTPROOF, IN SECTION 8, TOWNSHIP 32 SOUTH, RANGE
 DO9168'29 EAST.
 DO9168'
 DO9168'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9168'17 (SCENIC HIGHWAY) AND AVON PARK CUTOFF ROAD NORTH, ABOUT 5.0 MI (8.0
 DO9168'KM) SOUTH OF FROSTPROOF, GO NORTHEAST ON STATE ROAD 17 (SOUTH SCENIC
 DO9168'HIGHWAY) FOR 3.45 MI (5.6 KM) TO THE INTERSECTION OF TRAVERSE STATION.
 DO9168'WILSON ROAD ON THE RIGHT AND KELLY ROAD ON THE LEFT.  TURN RIGHT ON
 DO9168'TRAVERSE STATION.  WILSON ROAD AND GO EAST FOR 2.0 MI (3.2 KM) TO THE
 DO9168'JUNCTION OF SOUTH LAKE REEDY BOULEVARD ON THE LEFT.  CONTINUE EAST AND
 DO9168'NORTHEAST ON SOUTH LAKE REEDY BOULEVARD FOR 1.75 MI (2.8 KM) TO THE
 DO9168'JUNCTION OF LAKE ARBUCKLE ROAD ON THE RIGHT.  TURN RIGHT ON LAKE
 DO9168'ARBUCKLE ROAD AND GO SOUTHEAST FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF
 DO9168'RUCKS DAIRY ROAD ON THE RIGHT.  TURN RIGHT ON RUCKS DAIRY ROAD AND GO
 DO9168'SOUTH FOR 0.8 MI (1.3 KM) TO THE SOUTHEAST END OF THE LIVINGSTON CREEK
 DO9168'BRIDGE.  CONTINUE SOUTHEAST ON RUCKS DAIRY ROAD FOR ABOUT 60.0 FT
 DO9168'(18.3 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DO9168'A DEPTH OF 9.0 FT (2.7 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DO9168'(10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DO9168'AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF RUCKS DAIRY ROAD.
 DO9168'
 DO9168'LOCATED 219.0 FT (66.8 M) SOUTHEAST OF SURVEY MARK 25399 A, 80.7 FT
 DO9168'(24.6 M) SOUTHEAST OF AN ALUMINUM TELEMETRY BOX, 57.6 FT (17.6 M)
 DO9168'SOUTHEAST OF THE NORTHWEST CORNER OF THE BRIDGE ABUTMENT OVER
 DO9168'LIVINGSTON CREEK, 34.3 FT (10.5 M) NORTHEAST OF THE APPROXIMATE
 DO9168'CENTERLINE OF RUCKS DAIRY ROAD AND 2.0 FT (0.6 M) SOUTHWEST OF A
 DO9168'CARSONITE WITNESS POST.
 DO9168'
 DO9168'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9168'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0088 ***********************************************************************
 AL0088  DESIGNATION -  254
 AL0088  PID         -  AL0088
 AL0088  STATE/COUNTY-  FL/PINELLAS
 AL0088  COUNTRY     -  US
 AL0088  USGS QUAD   -  OLDSMAR (2018)
 AL0088
 AL0088                         *CURRENT SURVEY CONTROL
 AL0088  ______________________________________________________________________
 AL0088* NAD 83(1986) POSITION- 28 01 40.     (N) 082 44 17.     (W)   SCALED
 AL0088* NAVD 88 ORTHO HEIGHT -    19.311 (meters)       63.36  (feet) ADJUSTED
 AL0088  ______________________________________________________________________
 AL0088  GEOID HEIGHT    -        -24.851 (meters)                     GEOID18
 AL0088  DYNAMIC HEIGHT  -         19.283 (meters)       63.26  (feet) COMP
 AL0088  MODELED GRAVITY -    979,185.9   (mgal)                       NAVD 88
 AL0088
 AL0088  VERT ORDER      -  SECOND    CLASS II
 AL0088
 AL0088.The horizontal coordinates were scaled from a map and have
 AL0088.an estimated accuracy of +/- 6 seconds.
 AL0088
 AL0088.The orthometric height was determined by differential leveling and
 AL0088.adjusted by the NATIONAL GEODETIC SURVEY
 AL0088.in June 1991.
 AL0088
 AL0088.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0088.GEOID18 height accuracy estimate available here.
 AL0088
 AL0088.Click photographs - Photos may exist for this station.
 AL0088
 AL0088.The dynamic height is computed by dividing the NAVD 88
 AL0088.geopotential number by the normal gravity value computed on the
 AL0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0088.degrees latitude (g = 980.6199 gals.).
 AL0088
 AL0088.The modeled gravity was interpolated from observed gravity values.
 AL0088
 AL0088;                    North         East    Units  Estimated Accuracy
 AL0088;SPC FL W     -   409,510.      127,430.      MT  (+/- 180 meters Scaled)
 AL0088
 AL0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291014(NAD 83)
 AL0088
 AL0088                          SUPERSEDED SURVEY CONTROL
 AL0088
 AL0088  NGVD 29 (??/??/92)   19.572  (m)           64.21   (f) ADJ UNCH    2 2
 AL0088
 AL0088.Superseded values are not recommended for survey control.
 AL0088
 AL0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0088.See file dsdata.pdf to determine how the superseded data were derived.
 AL0088
 AL0088_MARKER: DD = SURVEY DISK
 AL0088_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0088_SP_SET: CULVERT HEADWALL
 AL0088_STAMPING: 254
 AL0088_MARK LOGO: FLSRD
 AL0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0088+STABILITY: SURFACE MOTION
 AL0088
 AL0088  HISTORY     - Date     Condition        Report By
 AL0088  HISTORY     - UNK      MONUMENTED       FLHD
 AL0088  HISTORY     - 1976     GOOD             FLDT
 AL0088
 AL0088                          STATION DESCRIPTION
 AL0088
 AL0088'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0088'AT CLEARWATER.
 AL0088'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0088'584, RUN SOUTHERLY ON U.S. 19 FOR 2.9 MILE.  STATION ON LEFT,
 AL0088'61.5 FT. EAST OF THE CENTERLINE OF U.S. 19, 92.5 FT. SW OF POWER
 AL0088'POLE, NUMBER 2-19504.  SET IN TOP OF CONCRETE HEADWALL.  SECTION
 AL0088'19, T28S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9159 ***********************************************************************
 DO9159  DESIGNATION -  25400 A
 DO9159  PID         -  DO9159
 DO9159  STATE/COUNTY-  FL/POLK
 DO9159  COUNTRY     -  US
 DO9159  USGS QUAD   -  FROSTPROOF (2018)
 DO9159
 DO9159                         *CURRENT SURVEY CONTROL
 DO9159  ______________________________________________________________________
 DO9159* NAD 83(1986) POSITION- 27 42 01.1    (N) 081 32 07.3    (W)   HD_HELD2
 DO9159* NAVD 88 ORTHO HEIGHT -    29.853 (meters)       97.94  (feet) ADJUSTED
 DO9159  ______________________________________________________________________
 DO9159  GEOID HEIGHT    -        -26.141 (meters)                     GEOID18
 DO9159  DYNAMIC HEIGHT  -         29.807 (meters)       97.79  (feet) COMP
 DO9159  MODELED GRAVITY -    979,137.4   (mgal)                       NAVD 88
 DO9159
 DO9159  VERT ORDER      -  FIRST     CLASS II
 DO9159
 DO9159.The horizontal coordinates were established by autonomous hand held GPS
 DO9159.observations and have an estimated accuracy of +/- 10 meters.
 DO9159
 DO9159.The orthometric height was determined by differential leveling and
 DO9159.adjusted by the NATIONAL GEODETIC SURVEY
 DO9159.in December 2013.
 DO9159
 DO9159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9159.GEOID18 height accuracy estimate available here.
 DO9159
 DO9159.Click photographs - Photos may exist for this station.
 DO9159
 DO9159.The dynamic height is computed by dividing the NAVD 88
 DO9159.geopotential number by the normal gravity value computed on the
 DO9159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9159.degrees latitude (g = 980.6199 gals.).
 DO9159
 DO9159.The modeled gravity was interpolated from observed gravity values.
 DO9159
 DO9159;                    North         East    Units  Estimated Accuracy
 DO9159;SPC FL W     -   373,086.      245,826.      MT  (+/- 10 meters HH2 GPS)
 DO9159
 DO9159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4721664119(NAD 83)
 DO9159
 DO9159                          SUPERSEDED SURVEY CONTROL
 DO9159
 DO9159.No superseded survey control is available for this station.
 DO9159
 DO9159_MARKER: DD = SURVEY DISK
 DO9159_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9159_STAMPING: 25400 A 2012
 DO9159_MARK LOGO: SWFWMD
 DO9159_PROJECTION: FLUSH
 DO9159_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9159+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 DO9159_ROD/PIPE-DEPTH: 24.4 meters
 DO9159
 DO9159  HISTORY     - Date     Condition        Report By
 DO9159  HISTORY     - 20121205 MONUMENTED       FLDEP
 DO9159
 DO9159                          STATION DESCRIPTION
 DO9159
 DO9159'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9159'THE MARK IS ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF AVON PARK, 6.2
 DO9159'MI (10.0 KM) EAST-NORTHEAST OF BEREAH, 3.1 MI (5.0 KM) SOUTH OF
 DO9159'FROSTPROOF, IN SECTION 17, TOWNSHIP 32 SOUTH, RANGE 28 EAST.
 DO9159'
 DO9159'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9159'17 (SCENIC HIGHWAY) AND AVON PARK CUTOFF ROAD NORTH, ABOUT 5.0 MI (8.0
 DO9159'KM) SOUTH OF FROSTPROOF, GO NORTHEAST ON STATE ROAD 17 (SOUTH SCENIC
 DO9159'HIGHWAY) FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF MCKENNY DRIVE (THE
 DO9159'WEST ENTRANCE TO HICKORY LAKE ESTATES) ON THE LEFT.  TURN LEFT ON
 DO9159'MCKENNY DRIVE AND GO NORTH FOR ABOUT 275.0 FT (83.8 M) TO THE JUNCTION
 DO9159'OF HICKORY LAKE ESTATES ON THE RIGHT.  TURN RIGHT ON HICKORY LAKE
 DO9159'ESTATES (BECOMING DONALD LANE) AND GO NORTHEAST AND WEST FOR 0.35 MI
 DO9159'(0.6 KM) TO A BOAT LANDING AND THE MARK IN THE CENTER OF A GRASS
 DO9159'COVERED CUL-DE-SAC, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO9159'80.0 FT (24.4 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DO9159'PIPE FLUSH WITH THE GROUND AND LEVEL WITH DONALD LANE.
 DO9159'
 DO9159'LOCATED 202.3 FT (61.7 M) EAST-SOUTHEAST OF A STAFF GAUGE, 65.8 FT
 DO9159'(20.1 M) EAST OF SURVEY MARK 25400 B, 40.4 FT (12.3 M) EAST-SOUTHEAST
 DO9159'OF A LIGHT POLE, 37.0 FT (11.3 M) SOUTHEAST OF THE NORTHEAST CORNER OF
 DO9159'THE CONCRETE BOAT RAMP, 7.0 FT (2.1 M) WEST OF AN 18-INCH (46 CM)
 DO9159'DIAMETER SABAL PALM AND 1.5 FT (0.5 M) WEST OF A CARSONITE WITNESS
 DO9159'POST.
 DO9159'
 DO9159'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9159'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9160 ***********************************************************************
 DO9160  DESIGNATION -  25400 B
 DO9160  PID         -  DO9160
 DO9160  STATE/COUNTY-  FL/POLK
 DO9160  COUNTRY     -  US
 DO9160  USGS QUAD   -  FROSTPROOF (2018)
 DO9160
 DO9160                         *CURRENT SURVEY CONTROL
 DO9160  ______________________________________________________________________
 DO9160* NAD 83(1986) POSITION- 27 42 01.1    (N) 081 32 08.1    (W)   HD_HELD2
 DO9160* NAVD 88 ORTHO HEIGHT -    29.619 (meters)       97.18  (feet) ADJUSTED
 DO9160  ______________________________________________________________________
 DO9160  GEOID HEIGHT    -        -26.140 (meters)                     GEOID18
 DO9160  DYNAMIC HEIGHT  -         29.574 (meters)       97.03  (feet) COMP
 DO9160  MODELED GRAVITY -    979,137.4   (mgal)                       NAVD 88
 DO9160
 DO9160  VERT ORDER      -  FIRST     CLASS II
 DO9160
 DO9160.The horizontal coordinates were established by autonomous hand held GPS
 DO9160.observations and have an estimated accuracy of +/- 10 meters.
 DO9160
 DO9160.The orthometric height was determined by differential leveling and
 DO9160.adjusted by the NATIONAL GEODETIC SURVEY
 DO9160.in December 2013.
 DO9160
 DO9160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9160.GEOID18 height accuracy estimate available here.
 DO9160
 DO9160.Click photographs - Photos may exist for this station.
 DO9160
 DO9160.The dynamic height is computed by dividing the NAVD 88
 DO9160.geopotential number by the normal gravity value computed on the
 DO9160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9160.degrees latitude (g = 980.6199 gals.).
 DO9160
 DO9160.The modeled gravity was interpolated from observed gravity values.
 DO9160
 DO9160;                    North         East    Units  Estimated Accuracy
 DO9160;SPC FL W     -   373,086.      245,804.      MT  (+/- 10 meters HH2 GPS)
 DO9160
 DO9160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4719464119(NAD 83)
 DO9160
 DO9160                          SUPERSEDED SURVEY CONTROL
 DO9160
 DO9160.No superseded survey control is available for this station.
 DO9160
 DO9160_MARKER: DD = SURVEY DISK
 DO9160_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9160_STAMPING: 25400 B 2012
 DO9160_MARK LOGO: SWFWMD
 DO9160_PROJECTION: FLUSH
 DO9160_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9160+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2012
 DO9160_ROD/PIPE-DEPTH: 7.3 meters
 DO9160
 DO9160  HISTORY     - Date     Condition        Report By
 DO9160  HISTORY     - 20121205 MONUMENTED       FLDEP
 DO9160
 DO9160                          STATION DESCRIPTION
 DO9160
 DO9160'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9160'THE MARK IS ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF AVON PARK, 6.2
 DO9160'MI (10.0 KM) EAST-NORTHEAST OF BEREAH, 3.1 MI (5.0 KM) SOUTH OF
 DO9160'FROSTPROOF IN SECTION 17, TOWNSHIP 32 SOUTH, RANGE 28 EAST.
 DO9160'
 DO9160'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9160'17 (SCENIC HIGHWAY) AND AVON PARK CUTOFF ROAD NORTH, ABOUT 5.0 MI (8.0
 DO9160'KM) SOUTH OF FROSTPROOF, GO NORTHEAST ON STATE ROAD 17 (SOUTH SCENIC
 DO9160'HIGHWAY) FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF MCKENNY DRIVE (THE
 DO9160'WEST ENTRANCE TO HICKORY LAKE ESTATES) ON THE LEFT.  TURN LEFT ON
 DO9160'MCKENNY DRIVE AND GO NORTH FOR ABOUT 275.0 FT (83.8 M) TO THE JUNCTION
 DO9160'OF HICKORY LAKE ESTATES ON THE RIGHT.  TURN RIGHT ON HICKORY LAKE
 DO9160'ESTATES (BECOMING DONALD LANE) AND GO NORTHEAST AND WEST FOR 0.35 MI
 DO9160'(0.6 KM) TO THE BOAT LANDING AND THE MARK, AN ALUMINUM ROD DRIVEN TO
 DO9160'REFUSAL AT A DEPTH OF 24.0 FT (7.3 M) WITH AN ALUMINUM DISK ENCASED IN
 DO9160'A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH DONALD
 DO9160'LANE.
 DO9160'
 DO9160'LOCATED 138.5 FT (42.2 M) EAST-SOUTHEAST OF A STAFF GAUGE, 91.6 FT
 DO9160'(27.9 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE DOCK, 72.8 FT
 DO9160'(22.2 M) WEST OF AN 18-INCH (46 CM) DIAMETER SABAL PALM, 65.8 FT (20.1
 DO9160'M) WEST OF SURVEY MARK 25400 A, 26.2 FT (8.0 M) WEST-SOUTHWEST OF THE
 DO9160'LIGHT POLE, 20.5 FT (6.2 M) SOUTH OF THE SOUTH EDGE OF THE CONCRETE
 DO9160'BOAT RAMP AND 2.2 FT (0.7 M) WEST OF A CARSONITE WITNESS POST.
 DO9160'
 DO9160'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9160'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9699 ***********************************************************************
 DN9699  DESIGNATION -  25402 A
 DN9699  PID         -  DN9699
 DN9699  STATE/COUNTY-  FL/POLK
 DN9699  COUNTRY     -  US
 DN9699  USGS QUAD   -  FROSTPROOF (2018)
 DN9699
 DN9699                         *CURRENT SURVEY CONTROL
 DN9699  ______________________________________________________________________
 DN9699* NAD 83(1986) POSITION- 27 42 28.4    (N) 081 31 50.8    (W)   HD_HELD2
 DN9699* NAVD 88 ORTHO HEIGHT -    43.337 (meters)      142.18  (feet) ADJUSTED
 DN9699  ______________________________________________________________________
 DN9699  GEOID HEIGHT    -        -26.173 (meters)                     GEOID18
 DN9699  DYNAMIC HEIGHT  -         43.272 (meters)      141.97  (feet) COMP
 DN9699  MODELED GRAVITY -    979,137.6   (mgal)                       NAVD 88
 DN9699
 DN9699  VERT ORDER      -  FIRST     CLASS II
 DN9699
 DN9699.The horizontal coordinates were established by autonomous hand held GPS
 DN9699.observations and have an estimated accuracy of +/- 10 meters.
 DN9699
 DN9699.The orthometric height was determined by differential leveling and
 DN9699.adjusted by the NATIONAL GEODETIC SURVEY
 DN9699.in December 2013.
 DN9699
 DN9699.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9699.GEOID18 height accuracy estimate available here.
 DN9699
 DN9699.Click photographs - Photos may exist for this station.
 DN9699
 DN9699.The dynamic height is computed by dividing the NAVD 88
 DN9699.geopotential number by the normal gravity value computed on the
 DN9699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9699.degrees latitude (g = 980.6199 gals.).
 DN9699
 DN9699.The modeled gravity was interpolated from observed gravity values.
 DN9699
 DN9699;                    North         East    Units  Estimated Accuracy
 DN9699;SPC FL W     -   373,928.      246,275.      MT  (+/- 10 meters HH2 GPS)
 DN9699
 DN9699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4767264957(NAD 83)
 DN9699
 DN9699                          SUPERSEDED SURVEY CONTROL
 DN9699
 DN9699  NAVD 88 (12/19/12)   43.321  (m)          142.13   (f) SUPERSEDED  2 1
 DN9699
 DN9699.Superseded values are not recommended for survey control.
 DN9699
 DN9699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN9699.See file dsdata.pdf to determine how the superseded data were derived.
 DN9699
 DN9699_MARKER: DD = SURVEY DISK
 DN9699_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9699_STAMPING: 25402 A 2010
 DN9699_MARK LOGO: SWFWMD
 DN9699_PROJECTION: FLUSH
 DN9699_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9699+STABILITY: SURFACE MOTION
 DN9699_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9699+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2013
 DN9699_ROD/PIPE-DEPTH: 11.0 meters
 DN9699
 DN9699  HISTORY     - Date     Condition        Report By
 DN9699  HISTORY     - 20100724 MONUMENTED       FLDEP
 DN9699  HISTORY     - 20130113 GOOD             FLDEP
 DN9699
 DN9699                          STATION DESCRIPTION
 DN9699
 DN9699'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9699'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTH OF AVON PARK, 6.7 MI (10.8
 DN9699'KM) EAST-NORTHEAST OF BEREAH, 2.6 MI (4.2 KM) SOUTH OF FROST PROOF, IN
 DN9699'SECTION 9, TOWNSHIP 32 SOUTH, RANGE 28 EAST.
 DN9699'
 DN9699'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (U.S. HIGHWAY
 DN9699'27 ALTERNATE) AND COUNTY ROAD 630 (H STREET) IN FROST PROOF, GO SOUTH
 DN9699'ON STATE ROAD 17 (U.S. HIGHWAY 27 ALTERNATE) FOR 2.85 MI (4.6 KM) TO
 DN9699'THE INTERSECTION OF DICK KENNEDY ROAD ON THE LEFT AND MAXCY QUARTERS
 DN9699'ROAD ON THE RIGHT.  CONTINUE SOUTH ON STATE ROAD 17 (U.S. HIGHWAY 27
 DN9699'ALTERNATE) FOR 0.55 MI (0.9 KM) TO A WELL SITE ON THE LEFT AND THE
 DN9699'MARK ON THE LEFT, A DISK SET ON THE TOP OF AN ALUMINUM ROD DRIVEN TO
 DN9699'REFUSAL AT A DEPTH OF 36.1 FT (11.0 M) ENCASED IN A 6-INCH (15 CM) PVC
 DN9699'PIPE, FILLED WITH CONCRETE AND SURROUNDED BY CONCRETE, FLUSH WITH THE
 DN9699'GROUND AND LEVEL WITH STATE ROAD 17 (U.S. HIGHWAY 27 ALTERNATE).
 DN9699'
 DN9699'LOCATED 166.3 FT (50.7 M) NORTH OF SURVEY MARK 25402 B, 160.3 FT (48.9
 DN9699'M) NORTH OF WELL HEAD 25402, 25.5 FT (7.8 M) EAST OF THE APPROXIMATE
 DN9699'CENTERLINE OF STATE ROAD 17 (U.S. HIGHWAY 27 ALTERNATE), 5.1 FT (1.6
 DN9699'M) WEST OF POWER POLE NUMBER 59 AND 4.4 FT (1.3 M) WEST OF A CARSONITE
 DN9699'WITNESS POST.
 DN9699'
 DN9699'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9699'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DN9699
 DN9699                          STATION RECOVERY (2013)
 DN9699
 DN9699'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (BPJ)
 DN9699'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9700 ***********************************************************************
 DN9700  DESIGNATION -  25402 B
 DN9700  PID         -  DN9700
 DN9700  STATE/COUNTY-  FL/POLK
 DN9700  COUNTRY     -  US
 DN9700  USGS QUAD   -  FROSTPROOF (2018)
 DN9700
 DN9700                         *CURRENT SURVEY CONTROL
 DN9700  ______________________________________________________________________
 DN9700* NAD 83(1986) POSITION- 27 42 26.9    (N) 081 31 50.7    (W)   HD_HELD2
 DN9700* NAVD 88 ORTHO HEIGHT -    43.636 (meters)      143.16  (feet) ADJUSTED
 DN9700  ______________________________________________________________________
 DN9700  GEOID HEIGHT    -        -26.172 (meters)                     GEOID18
 DN9700  DYNAMIC HEIGHT  -         43.571 (meters)      142.95  (feet) COMP
 DN9700  MODELED GRAVITY -    979,137.6   (mgal)                       NAVD 88
 DN9700
 DN9700  VERT ORDER      -  FIRST     CLASS II
 DN9700
 DN9700.The horizontal coordinates were established by autonomous hand held GPS
 DN9700.observations and have an estimated accuracy of +/- 10 meters.
 DN9700
 DN9700.The orthometric height was determined by differential leveling and
 DN9700.adjusted by the NATIONAL GEODETIC SURVEY
 DN9700.in December 2013.
 DN9700
 DN9700.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9700.GEOID18 height accuracy estimate available here.
 DN9700
 DN9700.Click photographs - Photos may exist for this station.
 DN9700
 DN9700.The dynamic height is computed by dividing the NAVD 88
 DN9700.geopotential number by the normal gravity value computed on the
 DN9700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9700.degrees latitude (g = 980.6199 gals.).
 DN9700
 DN9700.The modeled gravity was interpolated from observed gravity values.
 DN9700
 DN9700;                    North         East    Units  Estimated Accuracy
 DN9700;SPC FL W     -   373,882.      246,278.      MT  (+/- 10 meters HH2 GPS)
 DN9700
 DN9700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4767464910(NAD 83)
 DN9700
 DN9700                          SUPERSEDED SURVEY CONTROL
 DN9700
 DN9700  NAVD 88 (12/19/12)   43.618  (m)          143.10   (f) SUPERSEDED  2 1
 DN9700
 DN9700.Superseded values are not recommended for survey control.
 DN9700
 DN9700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN9700.See file dsdata.pdf to determine how the superseded data were derived.
 DN9700
 DN9700_MARKER: DD = SURVEY DISK
 DN9700_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9700_STAMPING: 25402 B 2010
 DN9700_MARK LOGO: SWFWMD
 DN9700_PROJECTION: FLUSH
 DN9700_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9700+STABILITY: SURFACE MOTION
 DN9700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9700+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2013
 DN9700_ROD/PIPE-DEPTH: 6.6 meters
 DN9700
 DN9700  HISTORY     - Date     Condition        Report By
 DN9700  HISTORY     - 20100724 MONUMENTED       FLDEP
 DN9700  HISTORY     - 20130113 GOOD             FLDEP
 DN9700
 DN9700                          STATION DESCRIPTION
 DN9700
 DN9700'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9700'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTH OF AVON PARK, 6.7 MI (10.8
 DN9700'KM) EAST-NORTHEAST OF BEREAH, 2.6 MI (4.2 KM) SOUTH OF FROST PROOF, IN
 DN9700'SECTION 9, TOWNSHIP 32 SOUTH, RANGE 28 EAST.
 DN9700'
 DN9700'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (U.S. HIGHWAY
 DN9700'27 ALTERNATE) AND COUNTY ROAD 630 (H STREET) IN FROST PROOF, GO SOUTH
 DN9700'ON STATE ROAD 17 (U.S. HIGHWAY 27 ALTERNATE) FOR 2.85 MI (4.6 KM) TO
 DN9700'THE INTERSECTION OF DICK KENNEDY ROAD ON THE LEFT AND MAXCY QUARTERS
 DN9700'ROAD ON THE RIGHT.  CONTINUE SOUTH ON STATE ROAD 17 (U.S. HIGHWAY 27
 DN9700'ALTERNATE) FOR 0.55 MI (0.9 KM) TO A WELL SITE ON THE LEFT AND THE
 DN9700'MARK ON THE LEFT, A DISK SET ON THE TOP OF AN ALUMINUM ROD DRIVEN TO
 DN9700'REFUSAL AT A DEPTH OF 21.7 FT (6.6 M) ENCASED IN A 6-INCH (15 CM) PVC
 DN9700'PIPE, FILLED WITH CONCRETE AND SURROUNDED BY CONCRETE, FLUSH WITH THE
 DN9700'GROUND AND ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF STATE ROAD 17 (U.S.
 DN9700'HIGHWAY 27 ALTERNATE).
 DN9700'
 DN9700'LOCATED 166.3 FT (50.7 M) SOUTH OF SURVEY MARK 25402 A, 34.3 FT (10.5
 DN9700'M) EAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 17 (U.S. HIGHWAY
 DN9700'27 ALTERNATE), 16.5 FT (5.0 M) SOUTH OF POWER POLE NUMBER 60, 6.0 FT
 DN9700'(1.8 M) SOUTH OF WELL HEAD 25402 AND 1.5 FT (0.5 M) WEST OF A
 DN9700'CARSONITE WITNESS POST.
 DN9700'
 DN9700'NOTE - A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK AND A MAGNET
 DN9700'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
 DN9700
 DN9700                          STATION RECOVERY (2013)
 DN9700
 DN9700'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (BPJ)
 DN9700'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9169 ***********************************************************************
 DO9169  DESIGNATION -  25403 A
 DO9169  PID         -  DO9169
 DO9169  STATE/COUNTY-  FL/POLK
 DO9169  COUNTRY     -  US
 DO9169  USGS QUAD   -  FROSTPROOF (2018)
 DO9169
 DO9169                         *CURRENT SURVEY CONTROL
 DO9169  ______________________________________________________________________
 DO9169* NAD 83(1986) POSITION- 27 43 37.4    (N) 081 31 59.2    (W)   HD_HELD2
 DO9169* NAVD 88 ORTHO HEIGHT -    36.185 (meters)      118.72  (feet) ADJUSTED
 DO9169  ______________________________________________________________________
 DO9169  GEOID HEIGHT    -        -26.215 (meters)                     GEOID18
 DO9169  DYNAMIC HEIGHT  -         36.130 (meters)      118.54  (feet) COMP
 DO9169  MODELED GRAVITY -    979,139.1   (mgal)                       NAVD 88
 DO9169
 DO9169  VERT ORDER      -  FIRST     CLASS II
 DO9169
 DO9169.The horizontal coordinates were established by autonomous hand held GPS
 DO9169.observations and have an estimated accuracy of +/- 10 meters.
 DO9169
 DO9169.The orthometric height was determined by differential leveling and
 DO9169.adjusted by the NATIONAL GEODETIC SURVEY
 DO9169.in December 2013.
 DO9169
 DO9169.No vertical observational check was made to the station.
 DO9169
 DO9169.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9169.GEOID18 height accuracy estimate available here.
 DO9169
 DO9169.Click photographs - Photos may exist for this station.
 DO9169
 DO9169.The dynamic height is computed by dividing the NAVD 88
 DO9169.geopotential number by the normal gravity value computed on the
 DO9169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9169.degrees latitude (g = 980.6199 gals.).
 DO9169
 DO9169.The modeled gravity was interpolated from observed gravity values.
 DO9169
 DO9169;                    North         East    Units  Estimated Accuracy
 DO9169;SPC FL W     -   376,051.      246,037.      MT  (+/- 10 meters HH2 GPS)
 DO9169
 DO9169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4745167081(NAD 83)
 DO9169
 DO9169                          SUPERSEDED SURVEY CONTROL
 DO9169
 DO9169.No superseded survey control is available for this station.
 DO9169
 DO9169_MARKER: DD = SURVEY DISK
 DO9169_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9169_STAMPING: 25403 A 2012
 DO9169_MARK LOGO: SWFWMD
 DO9169_PROJECTION: FLUSH
 DO9169_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9169+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 DO9169_ROD/PIPE-DEPTH: 7.3 meters
 DO9169
 DO9169  HISTORY     - Date     Condition        Report By
 DO9169  HISTORY     - 20121206 MONUMENTED       FLDEP
 DO9169
 DO9169                          STATION DESCRIPTION
 DO9169
 DO9169'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9169'THE MARK IS ABOUT 7.3 MI (11.7 KM) NORTHEAST OF BEREAH, 7.2 MI (11.6
 DO9169'KM) SOUTH OF BABSON PARK, 1.3 MI (2.1 KM) SOUTH OF FROSTPROOF, IN
 DO9169'SECTION 5, TOWNSHIP 32 SOUTH, RANGE 28 EAST.
 DO9169'
 DO9169'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (NORTH SCENIC
 DO9169'HIGHWAY) AND COUNTY ROAD 630 (WEST H STREET) IN FROSTPROOF, GO SOUTH
 DO9169'ON STATE ROAD 17 (SCENIC HIGHWAY) FOR 1.8 MI (2.9 KM) TO THE
 DO9169'INTERSECTION OF 11TH STREET (COUNTY ROAD 630A).  TURN RIGHT ON COUNTY
 DO9169'ROAD 630A AND GO WEST FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF SILVER
 DO9169'LAKE ROAD ON THE LEFT.  TURN LEFT ON SILVER LAKE ROAD AND GO SOUTH FOR
 DO9169'0.2 MI (0.3 KM) TO A DEAD END AND THE MARK AHEAD, AN ALUMINUM ROD
 DO9169'DRIVEN TO REFUSAL AT A DEPTH OF 24.0 FT (7.3 M) WITH AN ALUMINUM DISK
 DO9169'ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL
 DO9169'WITH SILVER LAKE ROAD.
 DO9169'
 DO9169'LOCATED 105.4 FT (32.1 M) NORTH OF SURVEY MARK 25403 B, 53.2 FT (16.2
 DO9169'M) NORTHEAST OF THE NORTHEAST CORNER OF A 1-STORY WOODEN FRAME HOUSE,
 DO9169'38.9 FT (11.9 M) NORTHEAST OF POWER POLE NUMBER 6-72794, 2.2 FT (0.7
 DO9169'M) NORTHEAST OF AN 8-INCH (20 CM) CONCRETE BOLLARD AND 1.6 FT (0.5 M)
 DO9169'NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DO9169'
 DO9169'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9169'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9170 ***********************************************************************
 DO9170  DESIGNATION -  25403 B
 DO9170  PID         -  DO9170
 DO9170  STATE/COUNTY-  FL/POLK
 DO9170  COUNTRY     -  US
 DO9170  USGS QUAD   -  FROSTPROOF (2018)
 DO9170
 DO9170                         *CURRENT SURVEY CONTROL
 DO9170  ______________________________________________________________________
 DO9170* NAD 83(1986) POSITION- 27 43 36.4    (N) 081 31 59.3    (W)   HD_HELD2
 DO9170* NAVD 88 ORTHO HEIGHT -    33.638 (meters)      110.36  (feet) ADJUSTED
 DO9170  ______________________________________________________________________
 DO9170  GEOID HEIGHT    -        -26.214 (meters)                     GEOID18
 DO9170  DYNAMIC HEIGHT  -         33.587 (meters)      110.19  (feet) COMP
 DO9170  MODELED GRAVITY -    979,139.1   (mgal)                       NAVD 88
 DO9170
 DO9170  VERT ORDER      -  FIRST     CLASS II
 DO9170
 DO9170.The horizontal coordinates were established by autonomous hand held GPS
 DO9170.observations and have an estimated accuracy of +/- 10 meters.
 DO9170
 DO9170.The orthometric height was determined by differential leveling and
 DO9170.adjusted by the NATIONAL GEODETIC SURVEY
 DO9170.in December 2013.
 DO9170
 DO9170.No vertical observational check was made to the station.
 DO9170
 DO9170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9170.GEOID18 height accuracy estimate available here.
 DO9170
 DO9170.Click photographs - Photos may exist for this station.
 DO9170
 DO9170.The dynamic height is computed by dividing the NAVD 88
 DO9170.geopotential number by the normal gravity value computed on the
 DO9170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9170.degrees latitude (g = 980.6199 gals.).
 DO9170
 DO9170.The modeled gravity was interpolated from observed gravity values.
 DO9170
 DO9170;                    North         East    Units  Estimated Accuracy
 DO9170;SPC FL W     -   376,020.      246,034.      MT  (+/- 10 meters HH2 GPS)
 DO9170
 DO9170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4744867050(NAD 83)
 DO9170
 DO9170                          SUPERSEDED SURVEY CONTROL
 DO9170
 DO9170.No superseded survey control is available for this station.
 DO9170
 DO9170_MARKER: DD = SURVEY DISK
 DO9170_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9170_STAMPING: 25403 B 2012
 DO9170_MARK LOGO: SWFWMD
 DO9170_PROJECTION: FLUSH
 DO9170_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9170+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2012
 DO9170_ROD/PIPE-DEPTH: 24.4 meters
 DO9170
 DO9170  HISTORY     - Date     Condition        Report By
 DO9170  HISTORY     - 20121206 MONUMENTED       FLDEP
 DO9170
 DO9170                          STATION DESCRIPTION
 DO9170
 DO9170'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9170'THE MARK IS ABOUT 7.3 MI (11.7 KM) NORTHEAST OF BEREAH, 7.2 MI (11.6
 DO9170'KM) SOUTH OF BABSON PARK, 1.3 MI (2.1 KM) SOUTH OF FROSTPROOF, IN
 DO9170'SECTION 5, TOWNSHIP 32 SOUTH, RANGE 28 EAST.
 DO9170'
 DO9170'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (NORTH SCENIC
 DO9170'HIGHWAY) AND COUNTY ROAD 630 (WEST H STREET) IN FROSTPROOF, GO SOUTH
 DO9170'ON STATE ROAD 17 (SCENIC HIGHWAY) FOR 1.8 MI (2.9 KM) TO THE
 DO9170'INTERSECTION OF 11TH STREET (COUNTY ROAD 630A).  TURN RIGHT ON COUNTY
 DO9170'ROAD 630A AND GO WEST FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF SILVER
 DO9170'LAKE ROAD ON THE LEFT.  TURN LEFT ON SILVER LAKE ROAD AND GO SOUTH FOR
 DO9170'0.2 MI (0.3 KM) TO A DEAD END AND THE MARK AHEAD, AN ALUMINUM ROD
 DO9170'DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M) WITH AN ALUMINUM DISK
 DO9170'ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT
 DO9170'2.0 FT (0.6 M) BELOW THE LEVEL OF SILVER LAKE ROAD.
 DO9170'
 DO9170'LOCATED 105.4 FT (32.1 M) SOUTH OF SURVEY MARK 25403 A, 68.0 FT (20.7
 DO9170'M) SOUTH-SOUTHWEST OF POWER POLE NUMBER 6-72794, 65.8 FT (20.1 M)
 DO9170'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CEMENT BLOCK BUILDING,
 DO9170'2.5 FT (0.8 M) NORTHWEST OF A WOODEN POWER POLE AND 2.0 FT (0.6 M)
 DO9170'NORTHWEST OF A CARSONITE WITNESS POST.
 DO9170'
 DO9170'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9170'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4010 ***********************************************************************
 DP4010  DESIGNATION -  25405 A
 DP4010  PID         -  DP4010
 DP4010  STATE/COUNTY-  FL/HIGHLANDS
 DP4010  COUNTRY     -  US
 DP4010  USGS QUAD   -  CHILDS (2018)
 DP4010
 DP4010                         *CURRENT SURVEY CONTROL
 DP4010  ______________________________________________________________________
 DP4010* NAD 83(1986) POSITION- 27 14 02.7    (N) 081 19 56.1    (W)   HD_HELD2
 DP4010* NAVD 88 ORTHO HEIGHT -    29.160 (meters)       95.67  (feet) ADJUSTED
 DP4010  ______________________________________________________________________
 DP4010  GEOID HEIGHT    -        -25.145 (meters)                     GEOID18
 DP4010  DYNAMIC HEIGHT  -         29.116 (meters)       95.52  (feet) COMP
 DP4010  MODELED GRAVITY -    979,136.3   (mgal)                       NAVD 88
 DP4010
 DP4010  VERT ORDER      -  FIRST     CLASS II
 DP4010
 DP4010.The horizontal coordinates were established by autonomous hand held GPS
 DP4010.observations and have an estimated accuracy of +/- 10 meters.
 DP4010
 DP4010.The orthometric height was determined by differential leveling and
 DP4010.adjusted by the NATIONAL GEODETIC SURVEY
 DP4010.in December 2014.
 DP4010
 DP4010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4010.GEOID18 height accuracy estimate available here.
 DP4010
 DP4010.Click photographs - Photos may exist for this station.
 DP4010
 DP4010.The dynamic height is computed by dividing the NAVD 88
 DP4010.geopotential number by the normal gravity value computed on the
 DP4010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4010.degrees latitude (g = 980.6199 gals.).
 DP4010
 DP4010.The modeled gravity was interpolated from observed gravity values.
 DP4010
 DP4010;                    North         East    Units  Estimated Accuracy
 DP4010;SPC FL E     -   321,384.      167,093.      MT  (+/- 10 meters HH2 GPS)
 DP4010
 DP4010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6710412406(NAD 83)
 DP4010
 DP4010                          SUPERSEDED SURVEY CONTROL
 DP4010
 DP4010.No superseded survey control is available for this station.
 DP4010
 DP4010_MARKER: DD = SURVEY DISK
 DP4010_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4010_STAMPING: 25405 A 2013
 DP4010_MARK LOGO: SWFWMD
 DP4010_PROJECTION: RECESSED 5 CENTIMETERS
 DP4010_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4010+STABILITY: SURFACE MOTION
 DP4010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4010+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2013
 DP4010_ROD/PIPE-DEPTH: 11.7 meters
 DP4010
 DP4010  HISTORY     - Date     Condition        Report By
 DP4010  HISTORY     - 20130829 MONUMENTED       FLDEP
 DP4010  HISTORY     - 20220824 MARK NOT FOUND   GEOCAC
 DP4010
 DP4010                          STATION DESCRIPTION
 DP4010
 DP4010'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4010'THE MARK IS ABOUT 11.6 MI (18.7 KM) NORTH OF VENUS, 4.5 MI (7.2 KM)
 DP4010'SOUTH-SOUTHEAST OF LAKE PLACID, 1.9 MI (3.1 KM) NORTH-NORTHEAST OF
 DP4010'CHILDS, IN ESTIMATED SECTION 28, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4010'
 DP4010'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP4010'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP4010'ON U.S. HIGHWAY 27 FOR 6.25 MI (10.1 KM) TO THE JUNCTION OF
 DP4010'SUN-N-LAKES BOULEVARD ON THE LEFT.  CONTINUE SOUTHEAST ON U.S. HIGHWAY
 DP4010'27 FOR ABOUT 350.0 FT (106.7 M) TO THE JUNCTION OF A SAND ROAD ON THE
 DP4010'RIGHT.  TURN RIGHT ON THE SAND ROAD AND GO WEST AND NORTHWEST ALONG
 DP4010'THE NORTH END OF AN ORANGE GROVE FOR 0.15 MI (0.2 KM) TO AN UNIMPROVED
 DP4010'LANDING ON THE SOUTH SIDE OF BUCK LAKE AND THE MARK, AN ALUMINUM ROD
 DP4010'DRIVEN TO REFUSAL AT A DEPTH OF 38.5 FT (11.7 M) WITH A SURVEY DISK
 DP4010'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP4010'1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DP4010'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE SAND ROAD.
 DP4010'
 DP4010'LOCATED 171.0 FT (52.1 M) NORTHWEST OF AN 18-INCH (46 CM) DIAMETER
 DP4010'PINE TREE, 149.0 FT (45.4 M) EAST OF THE APPROXIMATE CENTERLINE OF A
 DP4010'NORTH-SOUTH GROVE SAND ROAD, 48.6 FT (14.8 M) EAST OF SURVEY MARK
 DP4010'25405 B, 10.0 FT (3.0 M) WEST OF THE APPROXIMATE CENTERLINE OF A GRASS
 DP4010'COVERED BOAT LANDING AND 5.2 FT (1.6 M) SOUTH-SOUTHEAST OF A CARSONITE
 DP4010'WITNESS POST.
 DP4010'
 DP4010'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4010'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4010
 DP4010                          STATION RECOVERY (2022)
 DP4010
 DP4010'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4010'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4011 ***********************************************************************
 DP4011  DESIGNATION -  25405 B
 DP4011  PID         -  DP4011
 DP4011  STATE/COUNTY-  FL/HIGHLANDS
 DP4011  COUNTRY     -  US
 DP4011  USGS QUAD   -  CHILDS (2018)
 DP4011
 DP4011                         *CURRENT SURVEY CONTROL
 DP4011  ______________________________________________________________________
 DP4011* NAD 83(1986) POSITION- 27 14 02.6    (N) 081 19 56.7    (W)   HD_HELD2
 DP4011* NAVD 88 ORTHO HEIGHT -    29.126 (meters)       95.56  (feet) ADJUSTED
 DP4011  ______________________________________________________________________
 DP4011  GEOID HEIGHT    -        -25.144 (meters)                     GEOID18
 DP4011  DYNAMIC HEIGHT  -         29.082 (meters)       95.41  (feet) COMP
 DP4011  MODELED GRAVITY -    979,136.3   (mgal)                       NAVD 88
 DP4011
 DP4011  VERT ORDER      -  FIRST     CLASS II
 DP4011
 DP4011.The horizontal coordinates were established by autonomous hand held GPS
 DP4011.observations and have an estimated accuracy of +/- 10 meters.
 DP4011
 DP4011.The orthometric height was determined by differential leveling and
 DP4011.adjusted by the NATIONAL GEODETIC SURVEY
 DP4011.in December 2014.
 DP4011
 DP4011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4011.GEOID18 height accuracy estimate available here.
 DP4011
 DP4011.Click photographs - Photos may exist for this station.
 DP4011
 DP4011.The dynamic height is computed by dividing the NAVD 88
 DP4011.geopotential number by the normal gravity value computed on the
 DP4011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4011.degrees latitude (g = 980.6199 gals.).
 DP4011
 DP4011.The modeled gravity was interpolated from observed gravity values.
 DP4011
 DP4011;                    North         East    Units  Estimated Accuracy
 DP4011;SPC FL E     -   321,381.      167,076.      MT  (+/- 10 meters HH2 GPS)
 DP4011
 DP4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6708712403(NAD 83)
 DP4011
 DP4011                          SUPERSEDED SURVEY CONTROL
 DP4011
 DP4011.No superseded survey control is available for this station.
 DP4011
 DP4011_MARKER: DD = SURVEY DISK
 DP4011_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4011_STAMPING: 25405 B 2013
 DP4011_MARK LOGO: SWFWMD
 DP4011_PROJECTION: RECESSED 8 CENTIMETERS
 DP4011_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4011+STABILITY: SURFACE MOTION
 DP4011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4011+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2013
 DP4011_ROD/PIPE-DEPTH: 9.4 meters
 DP4011
 DP4011  HISTORY     - Date     Condition        Report By
 DP4011  HISTORY     - 20130829 MONUMENTED       FLDEP
 DP4011  HISTORY     - 20220824 MARK NOT FOUND   GEOCAC
 DP4011
 DP4011                          STATION DESCRIPTION
 DP4011
 DP4011'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4011'THE MARK IS ABOUT 11.6 MI (18.7 KM) NORTH OF VENUS, 4.5 MI (7.2 KM)
 DP4011'SOUTH-SOUTHEAST OF LAKE PLACID, 1.9 MI (3.1 KM) NORTH-NORTHEAST OF
 DP4011'CHILDS, IN ESTIMATED SECTION 28, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4011'
 DP4011'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP4011'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP4011'ON U.S. HIGHWAY 27 FOR 6.25 MI (10.1 KM) TO THE JUNCTION OF
 DP4011'SUN-N-LAKES BOULEVARD ON THE LEFT.  CONTINUE SOUTHEAST ON U.S. HIGHWAY
 DP4011'27 FOR ABOUT 350.0 FT (106.7 M) TO THE JUNCTION OF A SAND ROAD ON THE
 DP4011'RIGHT.  TURN RIGHT ON THE SAND ROAD AND GO WEST AND NORTHWEST ALONG
 DP4011'THE NORTH END OF AN ORANGE GROVE FOR 0.15 MI (0.2 KM) TO AN UNIMPROVED
 DP4011'LANDING ON THE SOUTH SIDE OF BUCK LAKE AND THE MARK, AN ALUMINUM ROD
 DP4011'DRIVEN TO REFUSAL AT A DEPTH OF 30.8 FT (9.4 M) WITH A SURVEY DISK SET
 DP4011'ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5
 DP4011'FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND
 DP4011'AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE SAND ROAD.
 DP4011'
 DP4011'LOCATED 208.0 FT (63.4 M) NORTHWEST OF AN 18-INCH (46 CM) DIAMETER
 DP4011'PINE TREE, 100.6 FT (30.7 M) EAST OF THE APPROXIMATE CENTERLINE OF A
 DP4011'NORTH-SOUTH GROVE SAND ROAD, 48.6 FT (14.8 M) WEST OF SURVEY MARK
 DP4011'25405 A, 59.0 FT (18.0 M) WEST OF THE APPROXIMATE CENTERLINE OF A
 DP4011'GRASS COVERED BOAT LANDING AND 4.2 FT (1.3 M) SOUTH-SOUTHWEST OF A
 DP4011'CARSONITE WITNESS POST.
 DP4011'
 DP4011'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4011'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4011
 DP4011                          STATION RECOVERY (2022)
 DP4011
 DP4011'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4011'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4008 ***********************************************************************
 DP4008  DESIGNATION -  25406 A
 DP4008  PID         -  DP4008
 DP4008  STATE/COUNTY-  FL/HIGHLANDS
 DP4008  COUNTRY     -  US
 DP4008  USGS QUAD   -  LAKE PLACID (2018)
 DP4008
 DP4008                         *CURRENT SURVEY CONTROL
 DP4008  ______________________________________________________________________
 DP4008* NAD 83(1986) POSITION- 27 15 06.8    (N) 081 20 24.6    (W)   HD_HELD2
 DP4008* NAVD 88 ORTHO HEIGHT -    29.745 (meters)       97.59  (feet) ADJUSTED
 DP4008  ______________________________________________________________________
 DP4008  GEOID HEIGHT    -        -25.190 (meters)                     GEOID18
 DP4008  DYNAMIC HEIGHT  -         29.700 (meters)       97.44  (feet) COMP
 DP4008  MODELED GRAVITY -    979,136.2   (mgal)                       NAVD 88
 DP4008
 DP4008  VERT ORDER      -  FIRST     CLASS II
 DP4008
 DP4008.The horizontal coordinates were established by autonomous hand held GPS
 DP4008.observations and have an estimated accuracy of +/- 10 meters.
 DP4008
 DP4008.The orthometric height was determined by differential leveling and
 DP4008.adjusted by the NATIONAL GEODETIC SURVEY
 DP4008.in December 2014.
 DP4008
 DP4008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4008.GEOID18 height accuracy estimate available here.
 DP4008
 DP4008.Click photographs - Photos may exist for this station.
 DP4008
 DP4008.The dynamic height is computed by dividing the NAVD 88
 DP4008.geopotential number by the normal gravity value computed on the
 DP4008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4008.degrees latitude (g = 980.6199 gals.).
 DP4008
 DP4008.The modeled gravity was interpolated from observed gravity values.
 DP4008
 DP4008;                    North         East    Units  Estimated Accuracy
 DP4008;SPC FL E     -   323,359.      166,314.      MT  (+/- 10 meters HH2 GPS)
 DP4008
 DP4008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6632514380(NAD 83)
 DP4008
 DP4008                          SUPERSEDED SURVEY CONTROL
 DP4008
 DP4008.No superseded survey control is available for this station.
 DP4008
 DP4008_MARKER: DD = SURVEY DISK
 DP4008_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP4008_SP_SET: CULVERT HEADWALL
 DP4008_STAMPING: 25406 A 2013
 DP4008_MARK LOGO: FLDEP
 DP4008_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4008+STABILITY: SURFACE MOTION
 DP4008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4008+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2022
 DP4008
 DP4008  HISTORY     - Date     Condition        Report By
 DP4008  HISTORY     - 20130910 MONUMENTED       FLDEP
 DP4008  HISTORY     - 20220528 GOOD             GEOCAC
 DP4008
 DP4008                          STATION DESCRIPTION
 DP4008
 DP4008'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4008'THE MARK IS ABOUT 12.8 MI (20.6 KM) NORTH OF VENUS, 3.1 MI (5.0 KM)
 DP4008'SOUTH-SOUTHEAST OF LAKE PLACID, 2.9 MI (4.7 KM) NORTH OF CHILDS, IN
 DP4008'ESTIMATED SECTION 17, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4008'
 DP4008'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP4008'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP4008'ON U.S. HIGHWAY 27 FOR 4.9 MI (7.9 KM) TO THE GRASSY LAKE CANAL
 DP4008'CROSSING AND THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE
 DP4008'CULVERT HEADWALL ABOUT 0.8 FT (24 CM) ABOVE THE LEVEL OF U.S. HIGHWAY
 DP4008'27 SOUTHBOUND LANES.
 DP4008'
 DP4008'LOCATED 24.5 FT (7.5 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DP4008'U.S. HIGHWAY 27 SOUTHBOUND LANES, 2.8 FT (0.9 M) SOUTHWEST OF THE
 DP4008'SOUTHWEST EDGE OF THE PAVEMENT OF U.S. HIGHWAY 27 SOUTHBOUND LANES,
 DP4008'1.5 FT (0.5 M) SOUTHWEST OF A METAL GUARDRAIL, 1.1 FT (0.3 M)
 DP4008'SOUTHEAST OF A CARSONITE WITNESS POST AND 0.9 FT (27 CM) SOUTHEAST OF
 DP4008'THE NORTHWEST END OF THE CONCRETE HEADWALL.
 DP4008
 DP4008                          STATION RECOVERY (2022)
 DP4008
 DP4008'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4009 ***********************************************************************
 DP4009  DESIGNATION -  25406 B
 DP4009  PID         -  DP4009
 DP4009  STATE/COUNTY-  FL/HIGHLANDS
 DP4009  COUNTRY     -  US
 DP4009  USGS QUAD   -  LAKE PLACID (2018)
 DP4009
 DP4009                         *CURRENT SURVEY CONTROL
 DP4009  ______________________________________________________________________
 DP4009* NAD 83(1986) POSITION- 27 15 07.2    (N) 081 20 23.7    (W)   HD_HELD2
 DP4009* NAVD 88 ORTHO HEIGHT -    29.624 (meters)       97.19  (feet) ADJUSTED
 DP4009  ______________________________________________________________________
 DP4009  GEOID HEIGHT    -        -25.191 (meters)                     GEOID18
 DP4009  DYNAMIC HEIGHT  -         29.579 (meters)       97.04  (feet) COMP
 DP4009  MODELED GRAVITY -    979,136.2   (mgal)                       NAVD 88
 DP4009
 DP4009  VERT ORDER      -  FIRST     CLASS II
 DP4009
 DP4009.The horizontal coordinates were established by autonomous hand held GPS
 DP4009.observations and have an estimated accuracy of +/- 10 meters.
 DP4009
 DP4009.The orthometric height was determined by differential leveling and
 DP4009.adjusted by the NATIONAL GEODETIC SURVEY
 DP4009.in December 2014.
 DP4009
 DP4009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4009.GEOID18 height accuracy estimate available here.
 DP4009
 DP4009.Click photographs - Photos may exist for this station.
 DP4009
 DP4009.The dynamic height is computed by dividing the NAVD 88
 DP4009.geopotential number by the normal gravity value computed on the
 DP4009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4009.degrees latitude (g = 980.6199 gals.).
 DP4009
 DP4009.The modeled gravity was interpolated from observed gravity values.
 DP4009
 DP4009;                    North         East    Units  Estimated Accuracy
 DP4009;SPC FL E     -   323,371.      166,339.      MT  (+/- 10 meters HH2 GPS)
 DP4009
 DP4009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6635014392(NAD 83)
 DP4009
 DP4009                          SUPERSEDED SURVEY CONTROL
 DP4009
 DP4009.No superseded survey control is available for this station.
 DP4009
 DP4009_MARKER: DD = SURVEY DISK
 DP4009_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP4009_SP_SET: CULVERT HEADWALL
 DP4009_STAMPING: 25406 B
 DP4009_MARK LOGO: FLSRD
 DP4009_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4009+STABILITY: SURFACE MOTION
 DP4009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4009+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2022
 DP4009
 DP4009  HISTORY     - Date     Condition        Report By
 DP4009  HISTORY     - UNK      MONUMENTED       FLSRD
 DP4009  HISTORY     - 20130817 GOOD             FLDEP
 DP4009  HISTORY     - 20220528 GOOD             GEOCAC
 DP4009
 DP4009                          STATION DESCRIPTION
 DP4009
 DP4009'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4009'THE MARK IS ABOUT 12.8 MI (20.6 KM) NORTH OF VENUS, 3.1 MI (5.0 KM)
 DP4009'SOUTH-SOUTHEAST OF LAKE PLACID, 2.9 MI (4.7 KM) NORTH OF CHILDS, IN
 DP4009'ESTIMATED SECTION 17, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4009'
 DP4009'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP4009'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP4009'ON U.S. HIGHWAY 27 FOR 4.9 MI (7.9 KM) TO THE GRASSY LAKE CANAL
 DP4009'CROSSING AND THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE
 DP4009'CULVERT HEADWALL ABOUT 0.6 FT (18 CM) ABOVE THE LEVEL OF U.S. HIGHWAY
 DP4009'27 NORTHBOUND LANES.
 DP4009'
 DP4009'LOCATED 24.7 FT (7.5 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DP4009'U.S. HIGHWAY 27 NORTHBOUND LANES, 2.5 FT (0.8 M) NORTHEAST OF THE
 DP4009'NORTHEAST EDGE OF THE PAVEMENT OF U.S. HIGHWAY 27 NORTHBOUND LANES,
 DP4009'2.0 FT (0.6 M) NORTHEAST OF A METAL GUARDRAIL, 1.7 FT (0.5 M)
 DP4009'SOUTHEAST OF A CARSONITE WITNESS POST AND 1.6 FT (0.5 M) SOUTHEAST OF
 DP4009'THE NORTHWEST END OF THE CONCRETE HEADWALL.
 DP4009
 DP4009                          STATION RECOVERY (2022)
 DP4009
 DP4009'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4004 ***********************************************************************
 DP4004  DESIGNATION -  25411 A
 DP4004  PID         -  DP4004
 DP4004  STATE/COUNTY-  FL/HIGHLANDS
 DP4004  COUNTRY     -  US
 DP4004  USGS QUAD   -  LAKE PLACID (2018)
 DP4004
 DP4004                         *CURRENT SURVEY CONTROL
 DP4004  ______________________________________________________________________
 DP4004* NAD 83(1986) POSITION- 27 16 00.2    (N) 081 20 22.9    (W)   HD_HELD2
 DP4004* NAVD 88 ORTHO HEIGHT -    31.554 (meters)      103.52  (feet) ADJUSTED
 DP4004  ______________________________________________________________________
 DP4004  GEOID HEIGHT    -        -25.245 (meters)                     GEOID18
 DP4004  DYNAMIC HEIGHT  -         31.506 (meters)      103.37  (feet) COMP
 DP4004  MODELED GRAVITY -    979,135.8   (mgal)                       NAVD 88
 DP4004
 DP4004  VERT ORDER      -  FIRST     CLASS II
 DP4004
 DP4004.The horizontal coordinates were established by autonomous hand held GPS
 DP4004.observations and have an estimated accuracy of +/- 10 meters.
 DP4004
 DP4004.The orthometric height was determined by differential leveling and
 DP4004.adjusted by the NATIONAL GEODETIC SURVEY
 DP4004.in December 2014.
 DP4004
 DP4004.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4004.GEOID18 height accuracy estimate available here.
 DP4004
 DP4004.Click photographs - Photos may exist for this station.
 DP4004
 DP4004.The dynamic height is computed by dividing the NAVD 88
 DP4004.geopotential number by the normal gravity value computed on the
 DP4004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4004.degrees latitude (g = 980.6199 gals.).
 DP4004
 DP4004.The modeled gravity was interpolated from observed gravity values.
 DP4004
 DP4004;                    North         East    Units  Estimated Accuracy
 DP4004;SPC FL E     -   325,002.      166,365.      MT  (+/- 10 meters HH2 GPS)
 DP4004
 DP4004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6637616023(NAD 83)
 DP4004
 DP4004                          SUPERSEDED SURVEY CONTROL
 DP4004
 DP4004.No superseded survey control is available for this station.
 DP4004
 DP4004_MARKER: DD = SURVEY DISK
 DP4004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4004_STAMPING: 25411 A 2013
 DP4004_MARK LOGO: FLDEP
 DP4004_PROJECTION: RECESSED 5 CENTIMETERS
 DP4004_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4004+STABILITY: SURFACE MOTION
 DP4004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4004+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2022
 DP4004
 DP4004  HISTORY     - Date     Condition        Report By
 DP4004  HISTORY     - 20130817 MONUMENTED       FLDEP
 DP4004  HISTORY     - 20220907 GOOD             GEOCAC
 DP4004
 DP4004                          STATION DESCRIPTION
 DP4004
 DP4004'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4004'THE MARK IS ABOUT 13.2 MI (21.2 KM) SOUTH-SOUTHWEST OF LORIDA, 4.0 MI
 DP4004'(6.4 KM) NORTH OF CHILDS, 2.3 MI (3.7 KM) SOUTHEAST OF LAKE PLACID, IN
 DP4004'ESTIMATED SECTION 17, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4004'
 DP4004'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP4004'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP4004'ON U.S. HIGHWAY 27 FOR 3.75 MI (6.0 KM) TO THE JUNCTION OF COUNTY ROAD
 DP4004'29 ON THE LEFT.  TURN LEFT ON COUNTY ROAD 29 AND GO EAST FOR 0.5 MI
 DP4004'(0.8 KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN
 DP4004'THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE MONUMENT RECESSED 0.2 FT
 DP4004'(6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 5.0 FT (1.5 M) BELOW
 DP4004'THE LEVEL OF COUNTY ROAD 29.
 DP4004'
 DP4004'LOCATED 72.0 FT (21.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY
 DP4004'ROAD 29, 61.4 FT (18.7 M) WEST OF SURVEY MARK 25411 B, 45.7 FT (13.9
 DP4004'M) WEST OF THE NORTHERNMOST OF 2 WELLS AND 2.0 FT (0.6 M) NORTH OF A
 DP4004'CARSONITE WITNESS POST.
 DP4004'
 DP4004'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DP4004
 DP4004                          STATION RECOVERY (2022)
 DP4004
 DP4004'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4005 ***********************************************************************
 DP4005  DESIGNATION -  25411 B
 DP4005  PID         -  DP4005
 DP4005  STATE/COUNTY-  FL/HIGHLANDS
 DP4005  COUNTRY     -  US
 DP4005  USGS QUAD   -  LAKE PLACID (2018)
 DP4005
 DP4005                         *CURRENT SURVEY CONTROL
 DP4005  ______________________________________________________________________
 DP4005* NAD 83(1986) POSITION- 27 16 00.1    (N) 081 20 22.2    (W)   HD_HELD2
 DP4005* NAVD 88 ORTHO HEIGHT -    31.421 (meters)      103.09  (feet) ADJUSTED
 DP4005  ______________________________________________________________________
 DP4005  GEOID HEIGHT    -        -25.245 (meters)                     GEOID18
 DP4005  DYNAMIC HEIGHT  -         31.373 (meters)      102.93  (feet) COMP
 DP4005  MODELED GRAVITY -    979,135.8   (mgal)                       NAVD 88
 DP4005
 DP4005  VERT ORDER      -  FIRST     CLASS II
 DP4005
 DP4005.The horizontal coordinates were established by autonomous hand held GPS
 DP4005.observations and have an estimated accuracy of +/- 10 meters.
 DP4005
 DP4005.The orthometric height was determined by differential leveling and
 DP4005.adjusted by the NATIONAL GEODETIC SURVEY
 DP4005.in December 2014.
 DP4005
 DP4005.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4005.GEOID18 height accuracy estimate available here.
 DP4005
 DP4005.Click photographs - Photos may exist for this station.
 DP4005
 DP4005.The dynamic height is computed by dividing the NAVD 88
 DP4005.geopotential number by the normal gravity value computed on the
 DP4005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4005.degrees latitude (g = 980.6199 gals.).
 DP4005
 DP4005.The modeled gravity was interpolated from observed gravity values.
 DP4005
 DP4005;                    North         East    Units  Estimated Accuracy
 DP4005;SPC FL E     -   324,999.      166,385.      MT  (+/- 10 meters HH2 GPS)
 DP4005
 DP4005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6639616020(NAD 83)
 DP4005
 DP4005                          SUPERSEDED SURVEY CONTROL
 DP4005
 DP4005.No superseded survey control is available for this station.
 DP4005
 DP4005_MARKER: DD = SURVEY DISK
 DP4005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4005_STAMPING: 25411 B 2013
 DP4005_MARK LOGO: FLDEP
 DP4005_PROJECTION: RECESSED 8 CENTIMETERS
 DP4005_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4005+STABILITY: SURFACE MOTION
 DP4005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4005+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2022
 DP4005
 DP4005  HISTORY     - Date     Condition        Report By
 DP4005  HISTORY     - 20130817 MONUMENTED       FLDEP
 DP4005  HISTORY     - 20220907 GOOD             GEOCAC
 DP4005
 DP4005                          STATION DESCRIPTION
 DP4005
 DP4005'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4005'THE MARK IS ABOUT 13.2 MI (21.2 KM) SOUTH-SOUTHWEST OF LORIDA, 4.0 MI
 DP4005'(6.4 KM) NORTH OF CHILDS, 2.3 MI (3.7 KM) SOUTHEAST OF LAKE PLACID, IN
 DP4005'ESTIMATED SECTION 17, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4005'
 DP4005'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP4005'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP4005'ON U.S. HIGHWAY 27 FOR 3.75 MI (6.0 KM) TO THE JUNCTION OF COUNTY ROAD
 DP4005'29 ON THE LEFT.  TURN LEFT ON COUNTY ROAD 29 AND GO EAST FOR 0.5 MI
 DP4005'(0.8 KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN
 DP4005'THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE MONUMENT RECESSED 0.3 FT
 DP4005'(9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 5.0 FT (1.5 M) BELOW
 DP4005'THE LEVEL OF COUNTY ROAD 29.
 DP4005'
 DP4005'LOCATED 70.5 FT (21.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY
 DP4005'ROAD 29, 61.4 FT (18.7 M) EAST OF SURVEY MARK 25411 A, 27.8 FT (8.5 M)
 DP4005'SOUTHWEST OF A WOODEN POWER POLE NUMBER 8028501, 15.5 FT (4.7 M) EAST
 DP4005'OF THE NORTHERNMOST OF 2 WELLS AND 2.0 FT (0.6 M) WEST OF A CARSONITE
 DP4005'WITNESS POST.
 DP4005'
 DP4005'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DP4005
 DP4005                          STATION RECOVERY (2022)
 DP4005
 DP4005'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4002 ***********************************************************************
 DP4002  DESIGNATION -  25415 A
 DP4002  PID         -  DP4002
 DP4002  STATE/COUNTY-  FL/HIGHLANDS
 DP4002  COUNTRY     -  US
 DP4002  USGS QUAD   -  LAKE PLACID (2018)
 DP4002
 DP4002                         *CURRENT SURVEY CONTROL
 DP4002  ______________________________________________________________________
 DP4002* NAD 83(1986) POSITION- 27 16 26.6    (N) 081 21 58.6    (W)   HD_HELD2
 DP4002* NAVD 88 ORTHO HEIGHT -    32.705 (meters)      107.30  (feet) ADJUSTED
 DP4002  ______________________________________________________________________
 DP4002  GEOID HEIGHT    -        -25.222 (meters)                     GEOID18
 DP4002  DYNAMIC HEIGHT  -         32.655 (meters)      107.14  (feet) COMP
 DP4002  MODELED GRAVITY -    979,135.5   (mgal)                       NAVD 88
 DP4002
 DP4002  VERT ORDER      -  FIRST     CLASS II
 DP4002
 DP4002.The horizontal coordinates were established by autonomous hand held GPS
 DP4002.observations and have an estimated accuracy of +/- 10 meters.
 DP4002
 DP4002.The orthometric height was determined by differential leveling and
 DP4002.adjusted by the NATIONAL GEODETIC SURVEY
 DP4002.in December 2014.
 DP4002
 DP4002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4002.GEOID18 height accuracy estimate available here.
 DP4002
 DP4002.Click photographs - Photos may exist for this station.
 DP4002
 DP4002.The dynamic height is computed by dividing the NAVD 88
 DP4002.geopotential number by the normal gravity value computed on the
 DP4002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4002.degrees latitude (g = 980.6199 gals.).
 DP4002
 DP4002.The modeled gravity was interpolated from observed gravity values.
 DP4002
 DP4002;                    North         East    Units  Estimated Accuracy
 DP4002;SPC FL E     -   325,822.      163,736.      MT  (+/- 10 meters HH2 GPS)
 DP4002
 DP4002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6374816843(NAD 83)
 DP4002
 DP4002                          SUPERSEDED SURVEY CONTROL
 DP4002
 DP4002.No superseded survey control is available for this station.
 DP4002
 DP4002_MARKER: DD = SURVEY DISK
 DP4002_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4002_STAMPING: 25415 A 2013
 DP4002_MARK LOGO: SWFWMD
 DP4002_PROJECTION: RECESSED 10 CENTIMETERS
 DP4002_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4002+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 DP4002_ROD/PIPE-DEPTH: 11.9 meters
 DP4002
 DP4002  HISTORY     - Date     Condition        Report By
 DP4002  HISTORY     - 20130910 MONUMENTED       FLDEP
 DP4002  HISTORY     - 20220811 GOOD             GEOCAC
 DP4002
 DP4002                          STATION DESCRIPTION
 DP4002
 DP4002'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4002'THE MARK IS ABOUT 13.5 MI (21.7 KM) SOUTH-SOUTHWEST OF LORIDA, 4.6 MI
 DP4002'(7.4 KM) NORTH-NORTHWEST OF CHILDS, 1.3 MI (2.1 KM) SOUTH OF LAKE
 DP4002'PLACID, IN SECTION 7, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4002'
 DP4002'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP4002'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP4002'ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0 KM) TO THE INTERSECTION OF
 DP4002'JOSEPHINE AVENUE ON THE LEFT AND LAKE MIRROR DRIVE ON THE RIGHT.  TURN
 DP4002'RIGHT ON LAKE MIRROR DRIVE AND GO WEST FOR 0.95 MI (1.5 KM) TO THE
 DP4002'INTERSECTION OF PLACID VIEW DRIVE ON THE LEFT AND LAKE DRIVE EAST ON
 DP4002'THE RIGHT.  TURN RIGHT ON LAKE DRIVE EAST AND GO NORTH FOR 0.3 MI (0.5
 DP4002'KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP4002'DEPTH OF 39.2 FT (11.9 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP4002'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DP4002'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0 FT
 DP4002'(0.6 M) BELOW THE LEVEL OF LAKE DRIVE EAST.
 DP4002'
 DP4002'LOCATED 139.3 FT (42.5 M) SOUTH OF SURVEY MARK 25415 B, 103.5 FT (31.5
 DP4002'M) SOUTH OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT 1007 AND 1009
 DP4002'LAKE DRIVE EAST, 27.0 FT (8.2 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DP4002'LAKE DRIVE EAST, 9.2 FT (2.8 M) WEST OF A 4-RAIL WOODEN FENCE, 9.1 FT
 DP4002'(2.8 M) WEST-NORTHWEST OF A WOODEN POWER POLE NUMBERED 6703375 AND 9.0
 DP4002'FT (2.7 M) WEST OF A CARSONITE WITNESS POST.
 DP4002'
 DP4002'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4002'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4002
 DP4002                          STATION RECOVERY (2022)
 DP4002
 DP4002'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4002'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4003 ***********************************************************************
 DP4003  DESIGNATION -  25415 B
 DP4003  PID         -  DP4003
 DP4003  STATE/COUNTY-  FL/HIGHLANDS
 DP4003  COUNTRY     -  US
 DP4003  USGS QUAD   -  LAKE PLACID (2018)
 DP4003
 DP4003                         *CURRENT SURVEY CONTROL
 DP4003  ______________________________________________________________________
 DP4003* NAD 83(1986) POSITION- 27 16 28.0    (N) 081 21 58.6    (W)   HD_HELD2
 DP4003* NAVD 88 ORTHO HEIGHT -    31.900 (meters)      104.66  (feet) ADJUSTED
 DP4003  ______________________________________________________________________
 DP4003  GEOID HEIGHT    -        -25.223 (meters)                     GEOID18
 DP4003  DYNAMIC HEIGHT  -         31.852 (meters)      104.50  (feet) COMP
 DP4003  MODELED GRAVITY -    979,135.4   (mgal)                       NAVD 88
 DP4003
 DP4003  VERT ORDER      -  FIRST     CLASS II
 DP4003
 DP4003.The horizontal coordinates were established by autonomous hand held GPS
 DP4003.observations and have an estimated accuracy of +/- 10 meters.
 DP4003
 DP4003.The orthometric height was determined by differential leveling and
 DP4003.adjusted by the NATIONAL GEODETIC SURVEY
 DP4003.in December 2014.
 DP4003
 DP4003.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4003.GEOID18 height accuracy estimate available here.
 DP4003
 DP4003.Click photographs - Photos may exist for this station.
 DP4003
 DP4003.The dynamic height is computed by dividing the NAVD 88
 DP4003.geopotential number by the normal gravity value computed on the
 DP4003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4003.degrees latitude (g = 980.6199 gals.).
 DP4003
 DP4003.The modeled gravity was interpolated from observed gravity values.
 DP4003
 DP4003;                    North         East    Units  Estimated Accuracy
 DP4003;SPC FL E     -   325,865.      163,736.      MT  (+/- 10 meters HH2 GPS)
 DP4003
 DP4003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6374816886(NAD 83)
 DP4003
 DP4003                          SUPERSEDED SURVEY CONTROL
 DP4003
 DP4003.No superseded survey control is available for this station.
 DP4003
 DP4003_MARKER: DD = SURVEY DISK
 DP4003_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4003_STAMPING: 25415 B 2013
 DP4003_MARK LOGO: SWFWMD
 DP4003_PROJECTION: RECESSED 37 CENTIMETERS
 DP4003_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4003+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 DP4003_ROD/PIPE-DEPTH: 13.0 meters
 DP4003
 DP4003  HISTORY     - Date     Condition        Report By
 DP4003  HISTORY     - 20130910 MONUMENTED       FLDEP
 DP4003  HISTORY     - 20220811 GOOD             GEOCAC
 DP4003
 DP4003                          STATION DESCRIPTION
 DP4003
 DP4003'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4003'THE MARK IS ABOUT 13.5 MI (21.7 KM) SOUTH-SOUTHWEST OF LORIDA, 4.6 MI
 DP4003'(7.4 KM) NORTH-NORTHWEST OF CHILDS, 1.3 MI (2.1 KM) SOUTH OF LAKE
 DP4003'PLACID, IN SECTION 7, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4003'
 DP4003'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP4003'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP4003'ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0 KM) TO THE INTERSECTION OF
 DP4003'JOSEPHINE AVENUE ON THE LEFT AND LAKE MIRROR DRIVE ON THE RIGHT.  TURN
 DP4003'RIGHT ON LAKE MIRROR DRIVE AND GO WEST FOR 0.95 MI (1.5 KM) TO THE
 DP4003'INTERSECTION OF PLACID VIEW DRIVE ON THE LEFT AND LAKE DRIVE EAST ON
 DP4003'THE RIGHT.  TURN RIGHT ON LAKE DRIVE EAST AND GO NORTH FOR 0.3 MI (0.5
 DP4003'KM) TO THE JUNCTION OF LOST LAKE DRIVE ON THE LEFT, A DRIVEWAY AT 1007
 DP4003'AND 1009 LAKE DRIVE EAST ON THE RIGHT AND MARK ON THE RIGHT, AN
 DP4003'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 42.7 FT (13.0 M) WITH A
 DP4003'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP4003'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE
 DP4003'LEVEL OF THE GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF LAKE
 DP4003'DRIVE EAST.
 DP4003'
 DP4003'LOCATED 139.3 FT (42.5 M) NORTH OF SURVEY MARK 25415 A, 35.8 FT (10.9
 DP4003'M) NORTH OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT 1007 AND 1009
 DP4003'LAKE DRIVE EAST, 33.0 FT (10.1 M) EAST OF THE APPROXIMATE CENTERLINE
 DP4003'OF LAKE DRIVE EAST, 3.0 FT (0.9 M) WEST OF A 4-RAIL WOODEN FENCE AND
 DP4003'2.8 FT (0.9 M) WEST OF A CARSONITE WITNESS POST.
 DP4003'
 DP4003'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4003'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4003
 DP4003                          STATION RECOVERY (2022)
 DP4003
 DP4003'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3998 ***********************************************************************
 DP3998  DESIGNATION -  25417 A
 DP3998  PID         -  DP3998
 DP3998  STATE/COUNTY-  FL/HIGHLANDS
 DP3998  COUNTRY     -  US
 DP3998  USGS QUAD   -  LAKE PLACID (2018)
 DP3998
 DP3998                         *CURRENT SURVEY CONTROL
 DP3998  ______________________________________________________________________
 DP3998* NAD 83(1986) POSITION- 27 17 13.5    (N) 081 21 10.3    (W)   HD_HELD2
 DP3998* NAVD 88 ORTHO HEIGHT -    30.116 (meters)       98.81  (feet) ADJUSTED
 DP3998  ______________________________________________________________________
 DP3998  GEOID HEIGHT    -        -25.295 (meters)                     GEOID18
 DP3998  DYNAMIC HEIGHT  -         30.070 (meters)       98.65  (feet) COMP
 DP3998  MODELED GRAVITY -    979,135.0   (mgal)                       NAVD 88
 DP3998
 DP3998  VERT ORDER      -  FIRST     CLASS II
 DP3998
 DP3998.The horizontal coordinates were established by autonomous hand held GPS
 DP3998.observations and have an estimated accuracy of +/- 10 meters.
 DP3998
 DP3998.The orthometric height was determined by differential leveling and
 DP3998.adjusted by the NATIONAL GEODETIC SURVEY
 DP3998.in December 2014.
 DP3998
 DP3998.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3998.GEOID18 height accuracy estimate available here.
 DP3998
 DP3998.Click photographs - Photos may exist for this station.
 DP3998
 DP3998.The dynamic height is computed by dividing the NAVD 88
 DP3998.geopotential number by the normal gravity value computed on the
 DP3998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3998.degrees latitude (g = 980.6199 gals.).
 DP3998
 DP3998.The modeled gravity was interpolated from observed gravity values.
 DP3998
 DP3998;                    North         East    Units  Estimated Accuracy
 DP3998;SPC FL E     -   327,262.      165,068.      MT  (+/- 10 meters HH2 GPS)
 DP3998
 DP3998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6508018282(NAD 83)
 DP3998
 DP3998                          SUPERSEDED SURVEY CONTROL
 DP3998
 DP3998.No superseded survey control is available for this station.
 DP3998
 DP3998_MARKER: DD = SURVEY DISK
 DP3998_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3998_STAMPING: 25417 A 2013
 DP3998_MARK LOGO: SWFWMD
 DP3998_PROJECTION: RECESSED 5 CENTIMETERS
 DP3998_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3998+STABILITY: SURFACE MOTION
 DP3998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3998+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2022
 DP3998_ROD/PIPE-DEPTH: 13.7 meters
 DP3998
 DP3998  HISTORY     - Date     Condition        Report By
 DP3998  HISTORY     - 20130829 MONUMENTED       FLDEP
 DP3998  HISTORY     - 20220907 GOOD             GEOCAC
 DP3998
 DP3998                          STATION DESCRIPTION
 DP3998
 DP3998'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3998'THE MARK IS ABOUT 12.3 MI (19.8 KM) SOUTH-SOUTHWEST OF LORIDA, 5.4 MI
 DP3998'(8.7 KM) NORTH OF CHILDS, 0.7 MI (1.1 KM) EAST-SOUTHEAST OF LAKE
 DP3998'PLACID, IN SECTION 6, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP3998'
 DP3998'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3998'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP3998'ON U.S. HIGHWAY 27 FOR 2.3 MI (3.7 KM) TO THE INTERSECTION OF COUNTY
 DP3998'ROAD 17 (SOUTH MAIN STREET) ON THE RIGHT AND MCCOY DRIVE ON THE LEFT.
 DP3998'TURN LEFT ON MCCOY DRIVE AND GO EAST FOR 0.3 MI (0.5 KM) TO THE
 DP3998'JUNCTION OF A DRIVEWAY AT 177 MCCOY DRIVE ON THE RIGHT AND THE MARK ON
 DP3998'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 45.0 FT
 DP3998'(13.7 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP3998'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6
 DP3998'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE
 DP3998'LEVEL OF MCCOY DRIVE.
 DP3998'
 DP3998'LOCATED 205.0 FT (62.5 M) WEST-NORTHWEST OF SURVEY MARK 25417 B, 18.0
 DP3998'FT (5.5 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE WEST
 DP3998'DRIVEWAY AT 177 MCCOY DRIVE, 16.5 FT (5.0 M) SOUTH-SOUTHWEST OF THE
 DP3998'APPROXIMATE CENTERLINE OF MCCOY DRIVE, 3.5 FT (1.1 M) NORTH-NORTHEAST
 DP3998'OF A WOODEN POWER POLE NUMBERED 6-67608 AND 3.3 FT (1.0 M)
 DP3998'NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DP3998'
 DP3998'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3998'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3998
 DP3998                          STATION RECOVERY (2022)
 DP3998
 DP3998'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3999 ***********************************************************************
 DP3999  DESIGNATION -  25417 B
 DP3999  PID         -  DP3999
 DP3999  STATE/COUNTY-  FL/HIGHLANDS
 DP3999  COUNTRY     -  US
 DP3999  USGS QUAD   -  LAKE PLACID (2018)
 DP3999
 DP3999                         *CURRENT SURVEY CONTROL
 DP3999  ______________________________________________________________________
 DP3999* NAD 83(1986) POSITION- 27 17 13.0    (N) 081 21 08.0    (W)   HD_HELD2
 DP3999* NAVD 88 ORTHO HEIGHT -    30.063 (meters)       98.63  (feet) ADJUSTED
 DP3999  ______________________________________________________________________
 DP3999  GEOID HEIGHT    -        -25.295 (meters)                     GEOID18
 DP3999  DYNAMIC HEIGHT  -         30.018 (meters)       98.48  (feet) COMP
 DP3999  MODELED GRAVITY -    979,135.0   (mgal)                       NAVD 88
 DP3999
 DP3999  VERT ORDER      -  FIRST     CLASS II
 DP3999
 DP3999.The horizontal coordinates were established by autonomous hand held GPS
 DP3999.observations and have an estimated accuracy of +/- 10 meters.
 DP3999
 DP3999.The orthometric height was determined by differential leveling and
 DP3999.adjusted by the NATIONAL GEODETIC SURVEY
 DP3999.in December 2014.
 DP3999
 DP3999.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3999.GEOID18 height accuracy estimate available here.
 DP3999
 DP3999.Click photographs - Photos may exist for this station.
 DP3999
 DP3999.The dynamic height is computed by dividing the NAVD 88
 DP3999.geopotential number by the normal gravity value computed on the
 DP3999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3999.degrees latitude (g = 980.6199 gals.).
 DP3999
 DP3999.The modeled gravity was interpolated from observed gravity values.
 DP3999
 DP3999;                    North         East    Units  Estimated Accuracy
 DP3999;SPC FL E     -   327,246.      165,131.      MT  (+/- 10 meters HH2 GPS)
 DP3999
 DP3999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6514318266(NAD 83)
 DP3999
 DP3999                          SUPERSEDED SURVEY CONTROL
 DP3999
 DP3999.No superseded survey control is available for this station.
 DP3999
 DP3999_MARKER: DD = SURVEY DISK
 DP3999_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3999_STAMPING: 25417 B 2013
 DP3999_MARK LOGO: SWFWMD
 DP3999_PROJECTION: RECESSED 5 CENTIMETERS
 DP3999_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3999+STABILITY: SURFACE MOTION
 DP3999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3999+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2022
 DP3999_ROD/PIPE-DEPTH: 12.6 meters
 DP3999
 DP3999  HISTORY     - Date     Condition        Report By
 DP3999  HISTORY     - 20130829 MONUMENTED       FLDEP
 DP3999  HISTORY     - 20220907 GOOD             GEOCAC
 DP3999
 DP3999                          STATION DESCRIPTION
 DP3999
 DP3999'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3999'THE MARK IS ABOUT 12.3 MI (19.8 KM) SOUTH-SOUTHWEST OF LORIDA, 5.4 MI
 DP3999'(8.7 KM) NORTH OF CHILDS, 0.7 MI (1.1 KM) EAST-SOUTHEAST OF LAKE
 DP3999'PLACID, IN SECTION 6, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP3999'
 DP3999'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3999'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP3999'ON U.S. HIGHWAY 27 FOR 2.3 MI (3.7 KM) TO THE INTERSECTION OF COUNTY
 DP3999'ROAD 17 (SOUTH MAIN STREET) ON THE RIGHT AND MCCOY DRIVE ON THE LEFT.
 DP3999'TURN LEFT ON MCCOY DRIVE AND GO EAST FOR 0.35 MI (0.6 KM) TO THE
 DP3999'JUNCTION OF A DRIVEWAY AT 189 MCCOY DRIVE ON THE RIGHT AND THE MARK ON
 DP3999'THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 41.5 FT
 DP3999'(12.6 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP3999'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6
 DP3999'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE
 DP3999'LEVEL OF MCCOY DRIVE.
 DP3999'
 DP3999'LOCATED 205.0 FT (62.5 M) EAST-SOUTHEAST OF SURVEY MARK 25417 A, 26.0
 DP3999'FT (7.9 M) WEST-NORTHWEST OF THE APPROXIMATE EXTENDED CENTERLINE OF A
 DP3999'DRIVEWAY AT 189 MCCOY DRIVE, 15.4 FT (4.7 M) NORTH-NORTHEAST OF THE
 DP3999'APPROXIMATE CENTERLINE OF MCCOY DRIVE, 6.5 FT (2.0 M) SOUTH-SOUTHWEST
 DP3999'OF A WOODEN POWER POLE NUMBERED 6-67610 AND 6.1 FT (1.9 M)
 DP3999'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 DP3999'
 DP3999'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3999'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3999
 DP3999                          STATION RECOVERY (2022)
 DP3999
 DP3999'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3989 ***********************************************************************
 DP3989  DESIGNATION -  25420 A
 DP3989  PID         -  DP3989
 DP3989  STATE/COUNTY-  FL/HIGHLANDS
 DP3989  COUNTRY     -  US
 DP3989  USGS QUAD   -  LAKE PLACID (2018)
 DP3989
 DP3989                         *CURRENT SURVEY CONTROL
 DP3989  ______________________________________________________________________
 DP3989* NAD 83(1986) POSITION- 27 17 25.2    (N) 081 22 14.1    (W)   HD_HELD2
 DP3989* NAVD 88 ORTHO HEIGHT -    28.419 (meters)       93.24  (feet) ADJUSTED
 DP3989  ______________________________________________________________________
 DP3989  GEOID HEIGHT    -        -25.276 (meters)                     GEOID18
 DP3989  DYNAMIC HEIGHT  -         28.376 (meters)       93.10  (feet) COMP
 DP3989  MODELED GRAVITY -    979,134.6   (mgal)                       NAVD 88
 DP3989
 DP3989  VERT ORDER      -  FIRST     CLASS II
 DP3989
 DP3989.The horizontal coordinates were established by autonomous hand held GPS
 DP3989.observations and have an estimated accuracy of +/- 10 meters.
 DP3989
 DP3989.The orthometric height was determined by differential leveling and
 DP3989.adjusted by the NATIONAL GEODETIC SURVEY
 DP3989.in December 2014.
 DP3989
 DP3989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3989.GEOID18 height accuracy estimate available here.
 DP3989
 DP3989.Click photographs - Photos may exist for this station.
 DP3989
 DP3989.The dynamic height is computed by dividing the NAVD 88
 DP3989.geopotential number by the normal gravity value computed on the
 DP3989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3989.degrees latitude (g = 980.6199 gals.).
 DP3989
 DP3989.The modeled gravity was interpolated from observed gravity values.
 DP3989
 DP3989;                    North         East    Units  Estimated Accuracy
 DP3989;SPC FL E     -   327,627.      163,315.      MT  (+/- 10 meters HH2 GPS)
 DP3989
 DP3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6332718647(NAD 83)
 DP3989
 DP3989                          SUPERSEDED SURVEY CONTROL
 DP3989
 DP3989.No superseded survey control is available for this station.
 DP3989
 DP3989_MARKER: DD = SURVEY DISK
 DP3989_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3989_STAMPING: 25420 A 2013
 DP3989_MARK LOGO: SWFWMD
 DP3989_PROJECTION: RECESSED 13 CENTIMETERS
 DP3989_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3989+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 DP3989_ROD/PIPE-DEPTH: 13.0 meters
 DP3989
 DP3989  HISTORY     - Date     Condition        Report By
 DP3989  HISTORY     - 20130829 MONUMENTED       FLDEP
 DP3989  HISTORY     - 20220811 GOOD             GEOCAC
 DP3989
 DP3989                          STATION DESCRIPTION
 DP3989
 DP3989'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3989'THE MARK IS ABOUT 12.7 MI (20.4 KM) SOUTHWEST OF LORIDA, 5.8 MI (9.3
 DP3989'KM) NORTH-NORTHWEST OF CHILDS, IN LAKE PLACID, IN SECTION 1, TOWNSHIP
 DP3989'37 SOUTH, RANGE 29 EAST.
 DP3989'
 DP3989'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3989'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP3989'ON COUNTY ROAD 17 (BECOMING MAIN AVENUE) FOR 1.9 MI (3.1 KM) TO THE
 DP3989'JUNCTION OF LAKE DRIVE EAST ON THE RIGHT.  TURN RIGHT ON LAKE DRIVE
 DP3989'EAST AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF SIRENA AVENUE
 DP3989'ON THE RIGHT.  TURN RIGHT ON SIRENA AVENUE AND GO NORTHWEST FOR 0.25
 DP3989'MI (0.4 KM) TO THE JUNCTION OF GREEN DRAGON DRIVE AND THE MARK AHEAD,
 DP3989'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 42.7 FT (13.0 M) WITH
 DP3989'A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP3989'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE
 DP3989'LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF GREEN
 DP3989'DRAGON DRIVE.
 DP3989'
 DP3989'LOCATED 56.5 FT (17.2 M) WEST-NORTHWEST OF SURVEY MARK 25420 B, 25.3
 DP3989'FT (7.7 M) WEST OF THE APPROXIMATE CENTERLINE OF GREEN DRAGON DRIVE,
 DP3989'3.5 FT (1.1 M) NORTH-NORTHEAST OF THE NORTHWEST CHAIN LINK FENCE
 DP3989'CORNER POST, 2.3 FT (0.7 M) NORTH OF A WOODEN POWER POLE NUMBERED
 DP3989'B-39562, 1.7 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST AND 1.0 FT
 DP3989'(0.3 M) SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE OF SIRENA AVENUE.
 DP3989'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3989'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3989
 DP3989                          STATION RECOVERY (2022)
 DP3989
 DP3989'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3989'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3990 ***********************************************************************
 DP3990  DESIGNATION -  25420 B
 DP3990  PID         -  DP3990
 DP3990  STATE/COUNTY-  FL/HIGHLANDS
 DP3990  COUNTRY     -  US
 DP3990  USGS QUAD   -  LAKE PLACID (2018)
 DP3990
 DP3990                         *CURRENT SURVEY CONTROL
 DP3990  ______________________________________________________________________
 DP3990* NAD 83(1986) POSITION- 27 17 25.1    (N) 081 22 13.4    (W)   HD_HELD2
 DP3990* NAVD 88 ORTHO HEIGHT -    28.325 (meters)       92.93  (feet) ADJUSTED
 DP3990  ______________________________________________________________________
 DP3990  GEOID HEIGHT    -        -25.276 (meters)                     GEOID18
 DP3990  DYNAMIC HEIGHT  -         28.282 (meters)       92.79  (feet) COMP
 DP3990  MODELED GRAVITY -    979,134.7   (mgal)                       NAVD 88
 DP3990
 DP3990  VERT ORDER      -  FIRST     CLASS II
 DP3990
 DP3990.The horizontal coordinates were established by autonomous hand held GPS
 DP3990.observations and have an estimated accuracy of +/- 10 meters.
 DP3990
 DP3990.The orthometric height was determined by differential leveling and
 DP3990.adjusted by the NATIONAL GEODETIC SURVEY
 DP3990.in December 2014.
 DP3990
 DP3990.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3990.GEOID18 height accuracy estimate available here.
 DP3990
 DP3990.Click photographs - Photos may exist for this station.
 DP3990
 DP3990.The dynamic height is computed by dividing the NAVD 88
 DP3990.geopotential number by the normal gravity value computed on the
 DP3990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3990.degrees latitude (g = 980.6199 gals.).
 DP3990
 DP3990.The modeled gravity was interpolated from observed gravity values.
 DP3990
 DP3990;                    North         East    Units  Estimated Accuracy
 DP3990;SPC FL E     -   327,624.      163,334.      MT  (+/- 10 meters HH2 GPS)
 DP3990
 DP3990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6334618644(NAD 83)
 DP3990
 DP3990                          SUPERSEDED SURVEY CONTROL
 DP3990
 DP3990.No superseded survey control is available for this station.
 DP3990
 DP3990_MARKER: DD = SURVEY DISK
 DP3990_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3990_STAMPING: 25420 B 2013
 DP3990_MARK LOGO: SWFWMD
 DP3990_PROJECTION: RECESSED 8 CENTIMETERS
 DP3990_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3990+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 DP3990_ROD/PIPE-DEPTH: 16.2 meters
 DP3990
 DP3990  HISTORY     - Date     Condition        Report By
 DP3990  HISTORY     - 20130829 MONUMENTED       FLDEP
 DP3990  HISTORY     - 20220811 GOOD             GEOCAC
 DP3990
 DP3990                          STATION DESCRIPTION
 DP3990
 DP3990'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3990'THE MARK IS ABOUT 12.7 MI (20.4 KM) SOUTHWEST OF LORIDA, 5.8 MI (9.3
 DP3990'KM) NORTH-NORTHWEST OF CHILDS, IN LAKE PLACID, IN SECTION 1, TOWNSHIP
 DP3990'37 SOUTH, RANGE 29 EAST.
 DP3990'
 DP3990'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3990'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP3990'ON COUNTY ROAD 17 (BECOMING MAIN AVENUE) FOR 1.9 MI (3.1 KM) TO THE
 DP3990'JUNCTION OF LAKE DRIVE EAST ON THE RIGHT.  TURN RIGHT ON LAKE DRIVE
 DP3990'EAST AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF SIRENA AVENUE
 DP3990'ON THE RIGHT.  TURN RIGHT ON SIRENA AVENUE AND GO NORTHWEST FOR 0.25
 DP3990'MI (0.4 KM) TO THE JUNCTION OF GREEN DRAGON DRIVE AND THE MARK ON THE
 DP3990'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 53.0 FT (16.2 M)
 DP3990'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP3990'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM)
 DP3990'BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL
 DP3990'OF SIRENA AVENUE.
 DP3990'
 DP3990'LOCATED 56.5 FT (17.2 M) EAST-SOUTHEAST OF SURVEY MARK 25420 A, 28.9
 DP3990'FT (8.8 M) EAST OF THE APPROXIMATE CENTERLINE OF GREEN DRAGON DRIVE,
 DP3990'18.0 FT (5.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF SIRENA AVENUE,
 DP3990'17.3 FT (5.3 M) WEST OF THE APPROXIMATE CENTERLINE OF THE CONCRETE
 DP3990'DRIVEWAY AT 326 SIRENA AVENUE, 6.8 FT (2.1 M) NORTH OF A WOODEN POWER
 DP3990'POLE AND 6.2 FT (1.9 M) NORTH OF A CARSONITE WITNESS POST.
 DP3990'
 DP3990'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3990'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3990
 DP3990                          STATION RECOVERY (2022)
 DP3990
 DP3990'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3990'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3994 ***********************************************************************
 DP3994  DESIGNATION -  25422 A
 DP3994  PID         -  DP3994
 DP3994  STATE/COUNTY-  FL/HIGHLANDS
 DP3994  COUNTRY     -  US
 DP3994  USGS QUAD   -  LAKE PLACID (2018)
 DP3994
 DP3994                         *CURRENT SURVEY CONTROL
 DP3994  ______________________________________________________________________
 DP3994* NAD 83(1986) POSITION- 27 17 42.4    (N) 081 21 09.9    (W)   HD_HELD2
 DP3994* NAVD 88 ORTHO HEIGHT -    26.717 (meters)       87.65  (feet) ADJUSTED
 DP3994  ______________________________________________________________________
 DP3994  GEOID HEIGHT    -        -25.325 (meters)                     GEOID18
 DP3994  DYNAMIC HEIGHT  -         26.676 (meters)       87.52  (feet) COMP
 DP3994  MODELED GRAVITY -    979,134.6   (mgal)                       NAVD 88
 DP3994
 DP3994  VERT ORDER      -  FIRST     CLASS II
 DP3994
 DP3994.The horizontal coordinates were established by autonomous hand held GPS
 DP3994.observations and have an estimated accuracy of +/- 10 meters.
 DP3994
 DP3994.The orthometric height was determined by differential leveling and
 DP3994.adjusted by the NATIONAL GEODETIC SURVEY
 DP3994.in December 2014.
 DP3994
 DP3994.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3994.GEOID18 height accuracy estimate available here.
 DP3994
 DP3994.Click photographs - Photos may exist for this station.
 DP3994
 DP3994.The dynamic height is computed by dividing the NAVD 88
 DP3994.geopotential number by the normal gravity value computed on the
 DP3994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3994.degrees latitude (g = 980.6199 gals.).
 DP3994
 DP3994.The modeled gravity was interpolated from observed gravity values.
 DP3994
 DP3994;                    North         East    Units  Estimated Accuracy
 DP3994;SPC FL E     -   328,151.      165,082.      MT  (+/- 10 meters HH2 GPS)
 DP3994
 DP3994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6509319171(NAD 83)
 DP3994
 DP3994                          SUPERSEDED SURVEY CONTROL
 DP3994
 DP3994.No superseded survey control is available for this station.
 DP3994
 DP3994_MARKER: DD = SURVEY DISK
 DP3994_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3994_STAMPING: 25422 A 2013
 DP3994_MARK LOGO: SWFWMD
 DP3994_PROJECTION: RECESSED 5 CENTIMETERS
 DP3994_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3994+STABILITY: SURFACE MOTION
 DP3994_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3994+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2022
 DP3994_ROD/PIPE-DEPTH: 11.4 meters
 DP3994
 DP3994  HISTORY     - Date     Condition        Report By
 DP3994  HISTORY     - 20130910 MONUMENTED       FLDEP
 DP3994  HISTORY     - 20220907 GOOD             GEOCAC
 DP3994
 DP3994                          STATION DESCRIPTION
 DP3994
 DP3994'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3994'THE MARK IS ABOUT 11.9 MI (19.1 KM) SOUTH-SOUTHWEST OF LORIDA, 5.9 MI
 DP3994'(9.5 KM) NORTH OF CHILDS, 0.7 MI (1.1 KM) EAST-NORTHEAST OF LAKE
 DP3994'PLACID, IN SECTION 6, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP3994'
 DP3994'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3994'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP3994'ON U.S. HIGHWAY 27 FOR 1.55 MI (2.5 KM) TO THE INTERSECTION OF COUNTY
 DP3994'ROAD 621 ON THE LEFT AND EAST INTERLAKE BOULEVARD ON THE RIGHT.  TURN
 DP3994'LEFT ON COUNTY ROAD 621 AND GO EAST FOR 0.35 MI (0.6 KM) TO THE
 DP3994'JUNCTION OF HUNTLEY OAKS BOULEVARD ON THE RIGHT.  TURN RIGHT ON
 DP3994'HUNTLEY OAKS BOULEVARD AND GO SOUTH FOR 0.35 MI (0.6 KM) TO THE
 DP3994'DRIVEWAY AT 220 HUNTLEY OAKS BOULEVARD ON THE RIGHT AND THE MARK ON
 DP3994'THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 37.5 FT
 DP3994'(11.4 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP3994'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6
 DP3994'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE
 DP3994'LEVEL OF HUNTLEY OAKS BOULEVARD.
 DP3994'
 DP3994'LOCATED 97.0 FT (29.6 M) NORTHEAST OF THE APPROXIMATE CENTER OF A
 DP3994'STORM DRAIN GRATE, 76.3 FT (23.3 M) NORTH-NORTHEAST OF SURVEY MARK
 DP3994'25422 B, 57.5 FT (17.5 M) SOUTH-SOUTHWEST OF A FIRE HYDRANT, 35.7 FT
 DP3994'(10.9 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF HUNTLEY OAKS
 DP3994'BOULEVARD AND 3.0 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DP3994'
 DP3994'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3994'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3994
 DP3994                          STATION RECOVERY (2022)
 DP3994
 DP3994'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3994'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3995 ***********************************************************************
 DP3995  DESIGNATION -  25422 B
 DP3995  PID         -  DP3995
 DP3995  STATE/COUNTY-  FL/HIGHLANDS
 DP3995  COUNTRY     -  US
 DP3995  USGS QUAD   -  LAKE PLACID (2018)
 DP3995
 DP3995                         *CURRENT SURVEY CONTROL
 DP3995  ______________________________________________________________________
 DP3995* NAD 83(1986) POSITION- 27 17 41.7    (N) 081 21 10.5    (W)   HD_HELD2
 DP3995* NAVD 88 ORTHO HEIGHT -    26.401 (meters)       86.62  (feet) ADJUSTED
 DP3995  ______________________________________________________________________
 DP3995  GEOID HEIGHT    -        -25.324 (meters)                     GEOID18
 DP3995  DYNAMIC HEIGHT  -         26.362 (meters)       86.49  (feet) COMP
 DP3995  MODELED GRAVITY -    979,134.6   (mgal)                       NAVD 88
 DP3995
 DP3995  VERT ORDER      -  FIRST     CLASS II
 DP3995
 DP3995.The horizontal coordinates were established by autonomous hand held GPS
 DP3995.observations and have an estimated accuracy of +/- 10 meters.
 DP3995
 DP3995.The orthometric height was determined by differential leveling and
 DP3995.adjusted by the NATIONAL GEODETIC SURVEY
 DP3995.in December 2014.
 DP3995
 DP3995.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3995.GEOID18 height accuracy estimate available here.
 DP3995
 DP3995.Click photographs - Photos may exist for this station.
 DP3995
 DP3995.The dynamic height is computed by dividing the NAVD 88
 DP3995.geopotential number by the normal gravity value computed on the
 DP3995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3995.degrees latitude (g = 980.6199 gals.).
 DP3995
 DP3995.The modeled gravity was interpolated from observed gravity values.
 DP3995
 DP3995;                    North         East    Units  Estimated Accuracy
 DP3995;SPC FL E     -   328,130.      165,065.      MT  (+/- 10 meters HH2 GPS)
 DP3995
 DP3995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6507619149(NAD 83)
 DP3995
 DP3995                          SUPERSEDED SURVEY CONTROL
 DP3995
 DP3995.No superseded survey control is available for this station.
 DP3995
 DP3995_MARKER: DD = SURVEY DISK
 DP3995_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3995_STAMPING: 25422 B 2013
 DP3995_MARK LOGO: SWFWMD
 DP3995_PROJECTION: RECESSED 5 CENTIMETERS
 DP3995_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3995+STABILITY: SURFACE MOTION
 DP3995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3995+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2022
 DP3995_ROD/PIPE-DEPTH: 13.7 meters
 DP3995
 DP3995  HISTORY     - Date     Condition        Report By
 DP3995  HISTORY     - 20130910 MONUMENTED       FLDEP
 DP3995  HISTORY     - 20220907 GOOD             GEOCAC
 DP3995
 DP3995                          STATION DESCRIPTION
 DP3995
 DP3995'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3995'THE MARK IS ABOUT 11.9 MI (19.1 KM) SOUTH-SOUTHWEST OF LORIDA, 5.9 MI
 DP3995'(9.5 KM) NORTH OF CHILDS, 0.7 MI (1.1 KM) EAST-NORTHEAST OF LAKE
 DP3995'PLACID, IN SECTION 6, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP3995'
 DP3995'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3995'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP3995'ON U.S. HIGHWAY 27 FOR 1.55 MI (2.5 KM) TO THE INTERSECTION OF COUNTY
 DP3995'ROAD 621 ON THE LEFT AND EAST INTERLAKE BOULEVARD ON THE RIGHT.  TURN
 DP3995'LEFT ON COUNTY ROAD 621 AND GO EAST FOR 0.35 MI (0.6 KM) TO THE
 DP3995'JUNCTION OF HUNTLEY OAKS BOULEVARD ON THE RIGHT.  TURN RIGHT ON
 DP3995'HUNTLEY OAKS BOULEVARD AND GO SOUTH FOR 0.35 MI (0.6 KM) TO THE
 DP3995'DRIVEWAY AT 220 HUNTLEY OAKS BOULEVARD ON THE RIGHT AND THE MARK ON
 DP3995'THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 45.0 FT
 DP3995'(13.7 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP3995'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6
 DP3995'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE
 DP3995'LEVEL OF HUNTLEY OAKS BOULEVARD.
 DP3995'
 DP3995'LOCATED 76.3 FT (23.3 M) SOUTH-SOUTHWEST OF SURVEY MARK 25422 A, 33.2
 DP3995'FT (10.1 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF HUNTLEY OAKS
 DP3995'BOULEVARD, 25.2 FT (7.7 M) NORTHEAST OF THE APPROXIMATE CENTER OF A
 DP3995'STORM DRAIN GRATE AND 3.7 FT (1.1 M) NORTHWEST OF A CARSONITE WITNESS
 DP3995'POST.
 DP3995'
 DP3995'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3995'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3995
 DP3995                          STATION RECOVERY (2022)
 DP3995
 DP3995'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3995'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4041 ***********************************************************************
 DP4041  DESIGNATION -  25429 A
 DP4041  PID         -  DP4041
 DP4041  STATE/COUNTY-  FL/HIGHLANDS
 DP4041  COUNTRY     -  US
 DP4041  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP4041
 DP4041                         *CURRENT SURVEY CONTROL
 DP4041  ______________________________________________________________________
 DP4041* NAD 83(1986) POSITION- 27 15 25.0    (N) 081 23 06.2    (W)   HD_HELD2
 DP4041* NAVD 88 ORTHO HEIGHT -    29.029 (meters)       95.24  (feet) ADJUSTED
 DP4041  ______________________________________________________________________
 DP4041  GEOID HEIGHT    -        -25.129 (meters)                     GEOID18
 DP4041  DYNAMIC HEIGHT  -         28.985 (meters)       95.10  (feet) COMP
 DP4041  MODELED GRAVITY -    979,135.9   (mgal)                       NAVD 88
 DP4041
 DP4041  VERT ORDER      -  FIRST     CLASS II
 DP4041
 DP4041.The horizontal coordinates were established by autonomous hand held GPS
 DP4041.observations and have an estimated accuracy of +/- 10 meters.
 DP4041
 DP4041.The orthometric height was determined by differential leveling and
 DP4041.adjusted by the NATIONAL GEODETIC SURVEY
 DP4041.in December 2014.
 DP4041
 DP4041.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4041.GEOID18 height accuracy estimate available here.
 DP4041
 DP4041.Click photographs - Photos may exist for this station.
 DP4041
 DP4041.The dynamic height is computed by dividing the NAVD 88
 DP4041.geopotential number by the normal gravity value computed on the
 DP4041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4041.degrees latitude (g = 980.6199 gals.).
 DP4041
 DP4041.The modeled gravity was interpolated from observed gravity values.
 DP4041
 DP4041;                    North         East    Units  Estimated Accuracy
 DP4041;SPC FL E     -   323,932.      161,871.      MT  (+/- 10 meters HH2 GPS)
 DP4041
 DP4041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6188314953(NAD 83)
 DP4041
 DP4041                          SUPERSEDED SURVEY CONTROL
 DP4041
 DP4041.No superseded survey control is available for this station.
 DP4041
 DP4041_MARKER: DD = SURVEY DISK
 DP4041_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4041_STAMPING: 25429 A 2013
 DP4041_MARK LOGO: SFLWMD
 DP4041_PROJECTION: RECESSED 8 CENTIMETERS
 DP4041_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4041+STABILITY: SURFACE MOTION
 DP4041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4041+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4041_ROD/PIPE-DEPTH: 6.7 meters
 DP4041
 DP4041  HISTORY     - Date     Condition        Report By
 DP4041  HISTORY     - 20130913 MONUMENTED       FLDEP
 DP4041  HISTORY     - 20220821 GOOD             GEOCAC
 DP4041
 DP4041                          STATION DESCRIPTION
 DP4041
 DP4041'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4041'THE MARK IS ABOUT 13.2 MI (21.2 KM) NORTH OF VENUS, 4.1 MI (6.6 KM)
 DP4041'NORTHWEST OF CHILDS, 2.8 MI (4.5 KM) SOUTH-SOUTHWEST OF LAKE PLACID,
 DP4041'IN SECTION 14, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4041'
 DP4041'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4041'HIGHWAY 27 IN BEARS DEN, GO NORTH ON U.S. HIGHWAY 27 FOR 4.95 MI (8.0
 DP4041'KM) TO THE INTERSECTION OF LAKE MIRROR DRIVE.  TURN LEFT ON LAKE
 DP4041'MIRROR DRIVE AND GO SOUTHWEST FOR 0.9 MI (1.4 KM) TO THE INTERSECTION
 DP4041'OF LAKE DRIVE EAST ON THE RIGHT AND PLACID VIEW DRIVE ON THE LEFT.
 DP4041'TURN LEFT ON PLACID VIEW DRIVE AND GO SOUTHWEST FOR 1.6 MI (2.6 KM) TO
 DP4041'THE JUNCTION OF WASHINGTON BOULEVARD NORTHEAST ON THE RIGHT.  TURN
 DP4041'RIGHT ON WASHINGTON BOULEVARD NORTHEAST AND GO NORTHWEST FOR 0.35 MI
 DP4041'(0.6 KM) TO THE JUNCTION OF EAST HAMPTON ROAD NORTHEAST ON THE LEFT.
 DP4041'TURN LEFT ON EAST HAMPTON ROAD NORTHEAST AND GO WEST FOR 0.15 MI (0.2
 DP4041'KM) TO THE T-JUNCTION OF BUCHANNAN AVENUE NORTHEAST AND A WATER
 DP4041'MONITORING WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DP4041'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 22.0 FT (6.7 M) WITH A
 DP4041'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP4041'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE
 DP4041'LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF BUCHANNAN
 DP4041'AVENUE.
 DP4041'
 DP4041'LOCATED 73.0 FT (22.3 M) EAST-NORTHEAST OF SURVEY MARK 25429 B, 40.6
 DP4041'FT (12.4 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF EAST
 DP4041'HAMPTON ROAD NORTHEAST, 24.4 FT (7.4 M) EAST-SOUTHEAST OF THE
 DP4041'APPROXIMATE CENTERLINE OF BUCHANNAN AVENUE, 5.3 FT (1.6 M) NORTH OF A
 DP4041'WATER MONITORING WELL SHAFT AND 1.7 FT (0.5 M) NORTH OF A CARSONITE
 DP4041'WITNESS POST.
 DP4041'
 DP4041'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4041'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4041
 DP4041                          STATION RECOVERY (2022)
 DP4041
 DP4041'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4041'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4042 ***********************************************************************
 DP4042  DESIGNATION -  25429 B
 DP4042  PID         -  DP4042
 DP4042  STATE/COUNTY-  FL/HIGHLANDS
 DP4042  COUNTRY     -  US
 DP4042  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP4042
 DP4042                         *CURRENT SURVEY CONTROL
 DP4042  ______________________________________________________________________
 DP4042* NAD 83(1986) POSITION- 27 15 24.6    (N) 081 23 07.0    (W)   HD_HELD2
 DP4042* NAVD 88 ORTHO HEIGHT -    29.202 (meters)       95.81  (feet) ADJUSTED
 DP4042  ______________________________________________________________________
 DP4042  GEOID HEIGHT    -        -25.128 (meters)                     GEOID18
 DP4042  DYNAMIC HEIGHT  -         29.158 (meters)       95.66  (feet) COMP
 DP4042  MODELED GRAVITY -    979,136.0   (mgal)                       NAVD 88
 DP4042
 DP4042  VERT ORDER      -  FIRST     CLASS II
 DP4042
 DP4042.The horizontal coordinates were established by autonomous hand held GPS
 DP4042.observations and have an estimated accuracy of +/- 10 meters.
 DP4042
 DP4042.The orthometric height was determined by differential leveling and
 DP4042.adjusted by the NATIONAL GEODETIC SURVEY
 DP4042.in December 2014.
 DP4042
 DP4042.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4042.GEOID18 height accuracy estimate available here.
 DP4042
 DP4042.Click photographs - Photos may exist for this station.
 DP4042
 DP4042.The dynamic height is computed by dividing the NAVD 88
 DP4042.geopotential number by the normal gravity value computed on the
 DP4042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4042.degrees latitude (g = 980.6199 gals.).
 DP4042
 DP4042.The modeled gravity was interpolated from observed gravity values.
 DP4042
 DP4042;                    North         East    Units  Estimated Accuracy
 DP4042;SPC FL E     -   323,920.      161,849.      MT  (+/- 10 meters HH2 GPS)
 DP4042
 DP4042_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6186114941(NAD 83)
 DP4042
 DP4042                          SUPERSEDED SURVEY CONTROL
 DP4042
 DP4042.No superseded survey control is available for this station.
 DP4042
 DP4042_MARKER: DD = SURVEY DISK
 DP4042_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4042_STAMPING: 25429 B 2013
 DP4042_MARK LOGO: SFLWMD
 DP4042_PROJECTION: RECESSED 5 CENTIMETERS
 DP4042_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4042+STABILITY: SURFACE MOTION
 DP4042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4042+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4042_ROD/PIPE-DEPTH: 13.3 meters
 DP4042
 DP4042  HISTORY     - Date     Condition        Report By
 DP4042  HISTORY     - 20130913 MONUMENTED       FLDEP
 DP4042  HISTORY     - 20220821 GOOD             GEOCAC
 DP4042
 DP4042                          STATION DESCRIPTION
 DP4042
 DP4042'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4042'THE MARK IS ABOUT 13.2 MI (21.2 KM) NORTH OF VENUS, 4.1 MI (6.6 KM)
 DP4042'NORTHWEST OF CHILDS, 2.8 MI (4.5 KM) SOUTH-SOUTHWEST OF LAKE PLACID,
 DP4042'IN SECTION 14, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4042'
 DP4042'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4042'HIGHWAY 27 IN BEARS DEN, GO NORTH ON U.S. HIGHWAY 27 FOR 4.95 MI (8.0
 DP4042'KM) TO THE INTERSECTION OF LAKE MIRROR DRIVE.  TURN LEFT ON LAKE
 DP4042'MIRROR DRIVE AND GO SOUTHWEST FOR 0.9 MI (1.4 KM) TO THE INTERSECTION
 DP4042'OF LAKE DRIVE EAST ON THE RIGHT AND PLACID VIEW DRIVE ON THE LEFT.
 DP4042'TURN LEFT ON PLACID VIEW DRIVE AND GO SOUTHWEST FOR 1.6 MI (2.6 KM) TO
 DP4042'THE JUNCTION OF WASHINGTON BOULEVARD NORTHEAST ON THE RIGHT.  TURN
 DP4042'RIGHT ON WASHINGTON BOULEVARD AND GO NORTHWEST FOR 0.35 MI (0.6 KM) TO
 DP4042'THE JUNCTION OF EAST HAMPTON ROAD NORTHEAST ON THE LEFT.  TURN LEFT ON
 DP4042'EAST HAMPTON ROAD NORTHEAST AND GO WEST FOR 0.15 MI (0.2 KM) TO THE
 DP4042'T-JUNCTION OF BUCHANNAN AVENUE NORTHEAST AND THE MARK, AN ALUMINUM ROD
 DP4042'DRIVEN TO REFUSAL AT A DEPTH OF 43.7 FT (13.3 M) WITH A SURVEY DISK
 DP4042'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP4042'1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DP4042'GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF BUCHANNAN AVENUE.
 DP4042'
 DP4042'LOCATED 73.0 FT (22.3 M) WEST-SOUTHWEST OF SURVEY MARK 25429 A, 17.5
 DP4042'FT (5.3 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF EAST
 DP4042'HAMPTON ROAD NORTHEAST, 16.6 FT (5.1 M) WEST-NORTHWEST OF THE
 DP4042'APPROXIMATE CENTERLINE OF BUCHANNAN AVENUE, 8.0 FT (2.4 M)
 DP4042'NORTH-NORTHEAST OF A WOODEN UTILITY POLE AND 8.0 FT (2.4 M)
 DP4042'NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DP4042'
 DP4042'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4042'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4042
 DP4042                          STATION RECOVERY (2022)
 DP4042
 DP4042'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4042'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4000 ***********************************************************************
 DP4000  DESIGNATION -  25440 A
 DP4000  PID         -  DP4000
 DP4000  STATE/COUNTY-  FL/HIGHLANDS
 DP4000  COUNTRY     -  US
 DP4000  USGS QUAD   -  LAKE PLACID (2018)
 DP4000
 DP4000                         *CURRENT SURVEY CONTROL
 DP4000  ______________________________________________________________________
 DP4000* NAD 83(1986) POSITION- 27 16 22.2    (N) 081 21 36.0    (W)   HD_HELD2
 DP4000* NAVD 88 ORTHO HEIGHT -    28.774 (meters)       94.40  (feet) ADJUSTED
 DP4000  ______________________________________________________________________
 DP4000  GEOID HEIGHT    -        -25.228 (meters)                     GEOID18
 DP4000  DYNAMIC HEIGHT  -         28.730 (meters)       94.26  (feet) COMP
 DP4000  MODELED GRAVITY -    979,135.6   (mgal)                       NAVD 88
 DP4000
 DP4000  VERT ORDER      -  FIRST     CLASS II
 DP4000
 DP4000.The horizontal coordinates were established by autonomous hand held GPS
 DP4000.observations and have an estimated accuracy of +/- 10 meters.
 DP4000
 DP4000.The orthometric height was determined by differential leveling and
 DP4000.adjusted by the NATIONAL GEODETIC SURVEY
 DP4000.in December 2014.
 DP4000
 DP4000.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4000.GEOID18 height accuracy estimate available here.
 DP4000
 DP4000.Click photographs - Photos may exist for this station.
 DP4000
 DP4000.The dynamic height is computed by dividing the NAVD 88
 DP4000.geopotential number by the normal gravity value computed on the
 DP4000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4000.degrees latitude (g = 980.6199 gals.).
 DP4000
 DP4000.The modeled gravity was interpolated from observed gravity values.
 DP4000
 DP4000;                    North         East    Units  Estimated Accuracy
 DP4000;SPC FL E     -   325,685.      164,357.      MT  (+/- 10 meters HH2 GPS)
 DP4000
 DP4000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6436816705(NAD 83)
 DP4000
 DP4000                          SUPERSEDED SURVEY CONTROL
 DP4000
 DP4000.No superseded survey control is available for this station.
 DP4000
 DP4000_MARKER: DD = SURVEY DISK
 DP4000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4000_STAMPING: 25440 A 2010
 DP4000_MARK LOGO: SWFWMD
 DP4000_PROJECTION: RECESSED 10 CENTIMETERS
 DP4000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4000+STABILITY: SURFACE MOTION
 DP4000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4000+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 DP4000
 DP4000  HISTORY     - Date     Condition        Report By
 DP4000  HISTORY     - 2010     MONUMENTED       SWFWMD
 DP4000  HISTORY     - 20130816 GOOD             FLDEP
 DP4000  HISTORY     - 20220818 GOOD             GEOCAC
 DP4000
 DP4000                          STATION DESCRIPTION
 DP4000
 DP4000'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4000'THE MARK IS ABOUT 13.4 MI (21.6 KM) SOUTH-SOUTHWEST OF LORIDA, 4.5 MI
 DP4000'(7.2 KM) NORTH-NORTHWEST OF CHILDS, 1.4 MI (2.3 KM) SOUTH OF LAKE
 DP4000'PLACID, IN SECTION 7, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4000'
 DP4000'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP4000'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP4000'ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0 KM) TO THE INTERSECTION OF
 DP4000'JOSEPHINE AVENUE ON THE LEFT AND LAKE MIRROR DRIVE ON THE RIGHT.  TURN
 DP4000'RIGHT ON LAKE MIRROR DRIVE AND GO WEST FOR 0.5 MI (0.8 KM) TO THE
 DP4000'JUNCTION OF A DRIVEWAY AT 310 LAKE MIRROR DRIVE ON THE LEFT AND THE
 DP4000'MARK ON THE RIGHT, AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH (30
 DP4000'CM) ROUND CONCRETE MONUMENT, RECESSED 0.4 FT (12 CM) BELOW THE LEVEL
 DP4000'OF THE GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF LAKE MIRROR
 DP4000'DRIVE.
 DP4000'
 DP4000'LOCATED 75.5 FT (23.0 M) NORTHWEST OF SURVEY MARK 25440 B, 41.0 FT
 DP4000'(12.5 M) SOUTHWEST OF THE APPROXIMATE EXTENDED CENTERLINE OF A
 DP4000'DRIVEWAY AT 310 LAKE MIRROR DRIVE, 35.4 FT (10.8 M) NORTHWEST OF THE
 DP4000'APPROXIMATE CENTERLINE OF LAKE MIRROR DRIVE, 2.0 FT (0.6 M) NORTHEAST
 DP4000'OF A CARSONITE WITNESS POST AND 1.6 FT (0.5 M) NORTHEAST OF A WOODEN
 DP4000'POWER POLE NUMBERED ALP-593.
 DP4000'
 DP4000'NOTE UNKNOWN MAGNETISM.
 DP4000
 DP4000                          STATION RECOVERY (2022)
 DP4000
 DP4000'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4000'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4001 ***********************************************************************
 DP4001  DESIGNATION -  25440 B
 DP4001  PID         -  DP4001
 DP4001  STATE/COUNTY-  FL/HIGHLANDS
 DP4001  COUNTRY     -  US
 DP4001  USGS QUAD   -  LAKE PLACID (2018)
 DP4001
 DP4001                         *CURRENT SURVEY CONTROL
 DP4001  ______________________________________________________________________
 DP4001* NAD 83(1986) POSITION- 27 16 21.7    (N) 081 21 35.5    (W)   HD_HELD2
 DP4001* NAVD 88 ORTHO HEIGHT -    29.501 (meters)       96.79  (feet) ADJUSTED
 DP4001  ______________________________________________________________________
 DP4001  GEOID HEIGHT    -        -25.228 (meters)                     GEOID18
 DP4001  DYNAMIC HEIGHT  -         29.456 (meters)       96.64  (feet) COMP
 DP4001  MODELED GRAVITY -    979,135.6   (mgal)                       NAVD 88
 DP4001
 DP4001  VERT ORDER      -  FIRST     CLASS II
 DP4001
 DP4001.The horizontal coordinates were established by autonomous hand held GPS
 DP4001.observations and have an estimated accuracy of +/- 10 meters.
 DP4001
 DP4001.The orthometric height was determined by differential leveling and
 DP4001.adjusted by the NATIONAL GEODETIC SURVEY
 DP4001.in December 2014.
 DP4001
 DP4001.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4001.GEOID18 height accuracy estimate available here.
 DP4001
 DP4001.Click photographs - Photos may exist for this station.
 DP4001
 DP4001.The dynamic height is computed by dividing the NAVD 88
 DP4001.geopotential number by the normal gravity value computed on the
 DP4001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4001.degrees latitude (g = 980.6199 gals.).
 DP4001
 DP4001.The modeled gravity was interpolated from observed gravity values.
 DP4001
 DP4001;                    North         East    Units  Estimated Accuracy
 DP4001;SPC FL E     -   325,670.      164,371.      MT  (+/- 10 meters HH2 GPS)
 DP4001
 DP4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6438216690(NAD 83)
 DP4001
 DP4001                          SUPERSEDED SURVEY CONTROL
 DP4001
 DP4001.No superseded survey control is available for this station.
 DP4001
 DP4001_MARKER: DD = SURVEY DISK
 DP4001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4001_STAMPING: 25440 B 2010
 DP4001_MARK LOGO: SWFWMD
 DP4001_PROJECTION: FLUSH
 DP4001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4001+STABILITY: SURFACE MOTION
 DP4001_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4001+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 DP4001
 DP4001  HISTORY     - Date     Condition        Report By
 DP4001  HISTORY     - 2010     MONUMENTED       SWFWMD
 DP4001  HISTORY     - 20130816 GOOD             FLDEP
 DP4001  HISTORY     - 20220818 GOOD             GEOCAC
 DP4001
 DP4001                          STATION DESCRIPTION
 DP4001
 DP4001'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4001'THE MARK IS ABOUT 13.4 MI (21.6 KM) SOUTH-SOUTHWEST OF LORIDA, 4.5 MI
 DP4001'(7.2 KM) NORTH-NORTHWEST OF CHILDS, 1.4 MI (2.3 KM) SOUTH OF LAKE
 DP4001'PLACID, IN SECTION 7, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4001'
 DP4001'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP4001'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP4001'ON U.S. HIGHWAY 27 FOR 3.1 MI (5.0 KM) TO THE INTERSECTION OF
 DP4001'JOSEPHINE AVENUE ON THE LEFT AND LAKE MIRROR DRIVE ON THE RIGHT.  TURN
 DP4001'RIGHT ON LAKE MIRROR DRIVE AND GO WEST FOR 0.5 MI (0.8 KM) TO THE
 DP4001'JUNCTION OF A DRIVEWAY AT 310 LAKE MIRROR DRIVE ON THE LEFT AND THE
 DP4001'MARK ON THE LEFT, AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH (30 CM)
 DP4001'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 3.0 FT (0.9 M)
 DP4001'BELOW THE LEVEL OF LAKE MIRROR DRIVE.
 DP4001'
 DP4001'LOCATED 75.5 FT (23.0 M) SOUTHEAST OF SURVEY MARK 25440 A, 40.2 FT
 DP4001'(12.3 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF LAKE MIRROR DRIVE,
 DP4001'22.3 FT (6.8 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY
 DP4001'AT 310 LAKE MIRROR DRIVE, 4.1 FT (1.2 M) SOUTHWEST OF A PHONE PEDESTAL
 DP4001'NUMBER 30828, 2.5 FT (0.8 M) SOUTHWEST OF A WOODEN POWER POLE NUMBERED
 DP4001'593 AND 2.2 FT (0.7 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DP4001'
 DP4001'NOTE UNKNOWN MAGNETISM.
 DP4001
 DP4001                          STATION RECOVERY (2022)
 DP4001
 DP4001'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3997 ***********************************************************************
 DP3997  DESIGNATION -  25449
 DP3997  PID         -  DP3997
 DP3997  STATE/COUNTY-  FL/HIGHLANDS
 DP3997  COUNTRY     -  US
 DP3997  USGS QUAD   -  LAKE PLACID (2018)
 DP3997
 DP3997                         *CURRENT SURVEY CONTROL
 DP3997  ______________________________________________________________________
 DP3997* NAD 83(1986) POSITION- 27 17 47.9    (N) 081 19 06.0    (W)   HD_HELD2
 DP3997* NAVD 88 ORTHO HEIGHT -    27.113 (meters)       88.95  (feet) ADJUSTED
 DP3997  ______________________________________________________________________
 DP3997  GEOID HEIGHT    -        -25.405 (meters)                     GEOID18
 DP3997  DYNAMIC HEIGHT  -         27.072 (meters)       88.82  (feet) COMP
 DP3997  MODELED GRAVITY -    979,134.8   (mgal)                       NAVD 88
 DP3997
 DP3997  VERT ORDER      -  FIRST     CLASS II
 DP3997
 DP3997.The horizontal coordinates were established by autonomous hand held GPS
 DP3997.observations and have an estimated accuracy of +/- 10 meters.
 DP3997
 DP3997.The orthometric height was determined by differential leveling and
 DP3997.adjusted by the NATIONAL GEODETIC SURVEY
 DP3997.in December 2014.
 DP3997
 DP3997.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3997.GEOID18 height accuracy estimate available here.
 DP3997
 DP3997.Click photographs - Photos may exist for this station.
 DP3997
 DP3997.The dynamic height is computed by dividing the NAVD 88
 DP3997.geopotential number by the normal gravity value computed on the
 DP3997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3997.degrees latitude (g = 980.6199 gals.).
 DP3997
 DP3997.The modeled gravity was interpolated from observed gravity values.
 DP3997
 DP3997;                    North         East    Units  Estimated Accuracy
 DP3997;SPC FL E     -   328,312.      168,489.      MT  (+/- 10 meters HH2 GPS)
 DP3997
 DP3997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6849919331(NAD 83)
 DP3997
 DP3997                          SUPERSEDED SURVEY CONTROL
 DP3997
 DP3997.No superseded survey control is available for this station.
 DP3997
 DP3997_MARKER: DD = SURVEY DISK
 DP3997_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3997_STAMPING: 25449 2013
 DP3997_MARK LOGO: SWFWMD
 DP3997_PROJECTION: RECESSED 13 CENTIMETERS
 DP3997_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3997+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 DP3997_ROD/PIPE-DEPTH: 14.1 meters
 DP3997
 DP3997  HISTORY     - Date     Condition        Report By
 DP3997  HISTORY     - 20130829 MONUMENTED       FLDEP
 DP3997  HISTORY     - 20220811 GOOD             GEOCAC
 DP3997
 DP3997                          STATION DESCRIPTION
 DP3997
 DP3997'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3997'THE MARK IS ABOUT 10.8 MI (17.4 KM) SOUTH-SOUTHWEST OF LORIDA, 6.2 MI
 DP3997'(10.0 KM) NORTH-NORTHEAST OF CHILDS, 2.8 MI (4.5 KM) EAST OF LAKE
 DP3997'PLACID, IN SECTION 33, TOWNSHIP 36 SOUTH, RANGE 30 EAST.
 DP3997'
 DP3997'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3997'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP3997'ON U.S. HIGHWAY 27 FOR 1.55 MI (2.5 KM) TO THE INTERSECTION OF COUNTY
 DP3997'ROAD 621 ON THE LEFT AND EAST INTERLAKE BOULEVARD ON THE RIGHT.  TURN
 DP3997'LEFT ON COUNTY ROAD 621 AND GO EAST FOR 2.75 MI (4.4 KM) TO A WELL
 DP3997'SITE ON THE LEFT, THE INTERSECTION OF COUNTY ROAD 619 ON THE RIGHT,
 DP3997'HIGHLANDS LAKE DRIVE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM
 DP3997'ROD DRIVEN TO REFUSAL AT A DEPTH OF 46.2 FT (14.1 M) WITH A SURVEY
 DP3997'DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DP3997'ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF
 DP3997'THE GROUND AND LEVEL WITH COUNTY ROAD 621.
 DP3997'
 DP3997'LOCATED 88.6 FT (27.0 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DP3997'HIGHLANDS LAKE DRIVE, 48.0 FT (14.6 M) NORTH-NORTHEAST OF THE
 DP3997'APPROXIMATE CENTERLINE OF COUNTY ROAD 621, 3.0 FT (0.9 M) WEST OF A
 DP3997'WELL CASING AND 1.2 FT (0.4 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DP3997'
 DP3997'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3997'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3997
 DP3997                          STATION RECOVERY (2022)
 DP3997
 DP3997'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3997'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3985 ***********************************************************************
 DP3985  DESIGNATION -  25452 A
 DP3985  PID         -  DP3985
 DP3985  STATE/COUNTY-  FL/HIGHLANDS
 DP3985  COUNTRY     -  US
 DP3985  USGS QUAD   -  LAKE PLACID (2018)
 DP3985
 DP3985                         *CURRENT SURVEY CONTROL
 DP3985  ______________________________________________________________________
 DP3985* NAD 83(1986) POSITION- 27 18 26.5    (N) 081 21 19.7    (W)   HD_HELD2
 DP3985* NAVD 88 ORTHO HEIGHT -    29.433 (meters)       96.56  (feet) ADJUSTED
 DP3985  ______________________________________________________________________
 DP3985  GEOID HEIGHT    -        -25.368 (meters)                     GEOID18
 DP3985  DYNAMIC HEIGHT  -         29.389 (meters)       96.42  (feet) COMP
 DP3985  MODELED GRAVITY -    979,133.8   (mgal)                       NAVD 88
 DP3985
 DP3985  VERT ORDER      -  FIRST     CLASS II
 DP3985
 DP3985.The horizontal coordinates were established by autonomous hand held GPS
 DP3985.observations and have an estimated accuracy of +/- 10 meters.
 DP3985
 DP3985.The orthometric height was determined by differential leveling and
 DP3985.adjusted by the NATIONAL GEODETIC SURVEY
 DP3985.in December 2014.
 DP3985
 DP3985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3985.GEOID18 height accuracy estimate available here.
 DP3985
 DP3985.Click photographs - Photos may exist for this station.
 DP3985
 DP3985.The dynamic height is computed by dividing the NAVD 88
 DP3985.geopotential number by the normal gravity value computed on the
 DP3985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3985.degrees latitude (g = 980.6199 gals.).
 DP3985
 DP3985.The modeled gravity was interpolated from observed gravity values.
 DP3985
 DP3985;                    North         East    Units  Estimated Accuracy
 DP3985;SPC FL E     -   329,510.      164,816.      MT  (+/- 10 meters HH2 GPS)
 DP3985
 DP3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6482820529(NAD 83)
 DP3985
 DP3985                          SUPERSEDED SURVEY CONTROL
 DP3985
 DP3985.No superseded survey control is available for this station.
 DP3985
 DP3985_MARKER: DD = SURVEY DISK
 DP3985_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3985_STAMPING: 25452 A 2013
 DP3985_MARK LOGO: SWFWMD
 DP3985_PROJECTION: RECESSED 5 CENTIMETERS
 DP3985_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3985+STABILITY: SURFACE MOTION
 DP3985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3985+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 DP3985_ROD/PIPE-DEPTH: 15.5 meters
 DP3985
 DP3985  HISTORY     - Date     Condition        Report By
 DP3985  HISTORY     - 20130828 MONUMENTED       FLDEP
 DP3985  HISTORY     - 20220831 GOOD             GEOCAC
 DP3985
 DP3985                          STATION DESCRIPTION
 DP3985
 DP3985'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3985'THE MARK IS ABOUT 11.2 MI (18.0 KM) SOUTHWEST OF LORIDA, 6.8 MI (10.9
 DP3985'KM) NORTH OF CHILDS, 1.1 MI (1.8 KM) NORTH-NORTHEAST OF LAKE PLACID,
 DP3985'IN SECTION 31, TOWNSHIP 36 SOUTH, RANGE 30 EAST.
 DP3985'
 DP3985'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3985'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP3985'ON U.S. HIGHWAY 27 FOR 0.85 MI (1.4 KM) TO THE JUNCTION OF ALDERMAN
 DP3985'ROAD ON THE LEFT.  TURN LEFT ON ALDERMAN ROAD AND GO EAST FOR 0.2 MI
 DP3985'(0.3 KM) TO THE DRIVEWAY AT 135 ALDERMAN ROAD ON THE RIGHT AND THE
 DP3985'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 51.0
 DP3985'FT (15.5 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP3985'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6
 DP3985'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE
 DP3985'LEVEL OF ALDERMAN ROAD.
 DP3985'
 DP3985'LOCATED 82.2 FT (25.1 M) WEST-NORTHWEST OF SURVEY MARK 25452 B, 13.0
 DP3985'FT (4.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF ALDERMAN ROAD, 11.0
 DP3985'FT (3.4 M) SOUTH OF A CARSONITE WITNESS POST, 9.0 FT (2.7 M) EAST OF
 DP3985'THE APPROXIMATE EXTENDED CENTERLINE OF THE DRIVEWAY AT 135 ALDERMAN
 DP3985'ROAD AND 7.5 FT (2.3 M) SOUTH OF A FIRE HYDRANT.
 DP3985'
 DP3985'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3985'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3985
 DP3985                          STATION RECOVERY (2022)
 DP3985
 DP3985'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3985'THE CARSONITE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3986 ***********************************************************************
 DP3986  DESIGNATION -  25452 B
 DP3986  PID         -  DP3986
 DP3986  STATE/COUNTY-  FL/HIGHLANDS
 DP3986  COUNTRY     -  US
 DP3986  USGS QUAD   -  LAKE PLACID (2018)
 DP3986
 DP3986                         *CURRENT SURVEY CONTROL
 DP3986  ______________________________________________________________________
 DP3986* NAD 83(1986) POSITION- 27 18 26.4    (N) 081 21 18.7    (W)   HD_HELD2
 DP3986* NAVD 88 ORTHO HEIGHT -    28.934 (meters)       94.93  (feet) ADJUSTED
 DP3986  ______________________________________________________________________
 DP3986  GEOID HEIGHT    -        -25.368 (meters)                     GEOID18
 DP3986  DYNAMIC HEIGHT  -         28.891 (meters)       94.79  (feet) COMP
 DP3986  MODELED GRAVITY -    979,133.8   (mgal)                       NAVD 88
 DP3986
 DP3986  VERT ORDER      -  FIRST     CLASS II
 DP3986
 DP3986.The horizontal coordinates were established by autonomous hand held GPS
 DP3986.observations and have an estimated accuracy of +/- 10 meters.
 DP3986
 DP3986.The orthometric height was determined by differential leveling and
 DP3986.adjusted by the NATIONAL GEODETIC SURVEY
 DP3986.in December 2014.
 DP3986
 DP3986.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3986.GEOID18 height accuracy estimate available here.
 DP3986
 DP3986.Click photographs - Photos may exist for this station.
 DP3986
 DP3986.The dynamic height is computed by dividing the NAVD 88
 DP3986.geopotential number by the normal gravity value computed on the
 DP3986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3986.degrees latitude (g = 980.6199 gals.).
 DP3986
 DP3986.The modeled gravity was interpolated from observed gravity values.
 DP3986
 DP3986;                    North         East    Units  Estimated Accuracy
 DP3986;SPC FL E     -   329,506.      164,843.      MT  (+/- 10 meters HH2 GPS)
 DP3986
 DP3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6485520525(NAD 83)
 DP3986
 DP3986                          SUPERSEDED SURVEY CONTROL
 DP3986
 DP3986.No superseded survey control is available for this station.
 DP3986
 DP3986_MARKER: DD = SURVEY DISK
 DP3986_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3986_STAMPING: 25452 B 2013
 DP3986_MARK LOGO: SWFWMD
 DP3986_PROJECTION: RECESSED 5 CENTIMETERS
 DP3986_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3986+STABILITY: SURFACE MOTION
 DP3986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3986+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 DP3986_ROD/PIPE-DEPTH: 11.7 meters
 DP3986
 DP3986  HISTORY     - Date     Condition        Report By
 DP3986  HISTORY     - 20130828 MONUMENTED       FLDEP
 DP3986  HISTORY     - 20220831 GOOD             GEOCAC
 DP3986
 DP3986                          STATION DESCRIPTION
 DP3986
 DP3986'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3986'THE MARK IS ABOUT 11.2 MI (18.0 KM) SOUTHWEST OF LORIDA, 6.8 MI (10.9
 DP3986'KM) NORTH OF CHILDS, 1.1 MI (1.8 KM) NORTH-NORTHEAST OF LAKE PLACID,
 DP3986'IN SECTION 31, TOWNSHIP 36 SOUTH, RANGE 30 EAST.
 DP3986'
 DP3986'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3986'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP3986'ON U.S. HIGHWAY 27 FOR 0.85 MI (1.4 KM) TO THE JUNCTION OF ALDERMAN
 DP3986'ROAD ON THE LEFT.  TURN LEFT ON ALDERMAN ROAD AND GO EAST FOR 0.2 MI
 DP3986'(0.3 KM) TO THE DRIVEWAY AT 139 ALDERMAN ROAD ON THE RIGHT AND THE
 DP3986'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP3986'38.5 FT (11.7 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH
 DP3986'(30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED
 DP3986'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH ALDERMAN
 DP3986'ROAD.
 DP3986'
 DP3986'LOCATED 82.2 FT (25.1 M) EAST-SOUTHEAST OF SURVEY MARK 25452 A, 18.4
 DP3986'FT (5.6 M) WEST OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY AT 139
 DP3986'ALDERMAN ROAD, 10.6 FT (3.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DP3986'ALDERMAN ROAD, 1.7 FT (0.5 M) NORTH OF A WOODEN POWER POLE AND 1.5 FT
 DP3986'(0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DP3986'
 DP3986'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3986'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3986
 DP3986                          STATION RECOVERY (2022)
 DP3986
 DP3986'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3986'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3983 ***********************************************************************
 DP3983  DESIGNATION -  25453 A
 DP3983  PID         -  DP3983
 DP3983  STATE/COUNTY-  FL/HIGHLANDS
 DP3983  COUNTRY     -  US
 DP3983  USGS QUAD   -  LAKE PLACID (2018)
 DP3983
 DP3983                         *CURRENT SURVEY CONTROL
 DP3983  ______________________________________________________________________
 DP3983* NAD 83(1986) POSITION- 27 18 58.3    (N) 081 21 28.2    (W)   HD_HELD2
 DP3983* NAVD 88 ORTHO HEIGHT -    27.539 (meters)       90.35  (feet) ADJUSTED
 DP3983  ______________________________________________________________________
 DP3983  GEOID HEIGHT    -        -25.398 (meters)                     GEOID18
 DP3983  DYNAMIC HEIGHT  -         27.497 (meters)       90.21  (feet) COMP
 DP3983  MODELED GRAVITY -    979,133.1   (mgal)                       NAVD 88
 DP3983
 DP3983  VERT ORDER      -  FIRST     CLASS II
 DP3983
 DP3983.The horizontal coordinates were established by autonomous hand held GPS
 DP3983.observations and have an estimated accuracy of +/- 10 meters.
 DP3983
 DP3983.The orthometric height was determined by differential leveling and
 DP3983.adjusted by the NATIONAL GEODETIC SURVEY
 DP3983.in December 2014.
 DP3983
 DP3983.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3983.GEOID18 height accuracy estimate available here.
 DP3983
 DP3983.Click photographs - Photos may exist for this station.
 DP3983
 DP3983.The dynamic height is computed by dividing the NAVD 88
 DP3983.geopotential number by the normal gravity value computed on the
 DP3983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3983.degrees latitude (g = 980.6199 gals.).
 DP3983
 DP3983.The modeled gravity was interpolated from observed gravity values.
 DP3983
 DP3983;                    North         East    Units  Estimated Accuracy
 DP3983;SPC FL E     -   330,489.      164,585.      MT  (+/- 10 meters HH2 GPS)
 DP3983
 DP3983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6459721508(NAD 83)
 DP3983
 DP3983                          SUPERSEDED SURVEY CONTROL
 DP3983
 DP3983.No superseded survey control is available for this station.
 DP3983
 DP3983_MARKER: DD = SURVEY DISK
 DP3983_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3983_STAMPING: 25453 A 2013
 DP3983_MARK LOGO: SWFWMD
 DP3983_PROJECTION: RECESSED 5 CENTIMETERS
 DP3983_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3983+STABILITY: SURFACE MOTION
 DP3983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3983+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2013
 DP3983_ROD/PIPE-DEPTH: 9.3 meters
 DP3983
 DP3983  HISTORY     - Date     Condition        Report By
 DP3983  HISTORY     - 20130828 MONUMENTED       FLDEP
 DP3983  HISTORY     - 20220831 MARK NOT FOUND   GEOCAC
 DP3983
 DP3983                          STATION DESCRIPTION
 DP3983
 DP3983'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3983'THE MARK IS ABOUT 10.8 MI (17.4 KM) SOUTHWEST OF LORIDA, 7.4 MI (11.9
 DP3983'KM) NORTH OF CHILDS, 1.6 MI (2.6 KM) NORTH-NORTHEAST OF LAKE PLACID,
 DP3983'IN SECTION 30, TOWNSHIP 36 SOUTH, RANGE 30 EAST.
 DP3983'
 DP3983'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3983'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP3983'ON U.S. HIGHWAY 27 FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF SOUTH
 DP3983'LAKEWOOD ROAD ON THE LEFT.  TURN LEFT ON SOUTH LAKEWOOD ROAD AND GO
 DP3983'EAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF HIGHLANDS DRIVE ON THE
 DP3983'LEFT.  TURN LEFT ON HIGHLANDS DRIVE AND GO NORTH FOR 0.1 MI (0.2 KM)
 DP3983'TO THE JUNCTION OF LAKE BLUE DRIVE.  TURN RIGHT ON LAKE BLUE DRIVE AND
 DP3983'GO NORTHEAST AND NORTHWEST FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF
 DP3983'LAKEVIEW ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DP3983'DRIVEN TO REFUSAL AT A DEPTH OF 30.6 FT (9.3 M) WITH A SURVEY DISK SET
 DP3983'ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5
 DP3983'FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DP3983'AND ABOUT 0.5 FT (15 CM) ABOVE THE LEVEL OF LAKE BLUE DRIVE.
 DP3983'
 DP3983'LOCATED 275.0 FT (83.8 M) WEST OF SURVEY MARK 25453 B, 147.7 FT (45.0
 DP3983'M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF NORTH LAKEVIEW ROAD,
 DP3983'33.8 FT (10.3 M) SOUTHEAST OF A WELL PIPE, 23.0 FT (7.0 M) SOUTHWEST
 DP3983'OF THE APPROXIMATE CENTERLINE OF LAKEVIEW ROAD CONNECTOR, 17.0 FT (5.2
 DP3983'M) NORTH OF THE APPROXIMATE CENTERLINE OF LAKE BLUE DRIVE AND 2.0 FT
 DP3983'(0.6 M) SOUTH OF A CARSONITE WITNESS POST.
 DP3983'
 DP3983'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3983'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3983
 DP3983                          STATION RECOVERY (2022)
 DP3983
 DP3983'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3983'THE MARK WAS SEARCHED FOR AND NOT FOUND.  A LOCAL RESIDENT ADVISED
 DP3983'THAT A NEW WATER MAIN HAD RECENTLY BEEN INSTALLED AT THE MARK
 DP3983'LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3984 ***********************************************************************
 DP3984  DESIGNATION -  25453 B
 DP3984  PID         -  DP3984
 DP3984  STATE/COUNTY-  FL/HIGHLANDS
 DP3984  COUNTRY     -  US
 DP3984  USGS QUAD   -  LAKE PLACID (2018)
 DP3984
 DP3984                         *CURRENT SURVEY CONTROL
 DP3984  ______________________________________________________________________
 DP3984* NAD 83(1986) POSITION- 27 18 58.1    (N) 081 21 25.1    (W)   HD_HELD2
 DP3984* NAVD 88 ORTHO HEIGHT -    25.898 (meters)       84.97  (feet) ADJUSTED
 DP3984  ______________________________________________________________________
 DP3984  GEOID HEIGHT    -        -25.400 (meters)                     GEOID18
 DP3984  DYNAMIC HEIGHT  -         25.859 (meters)       84.84  (feet) COMP
 DP3984  MODELED GRAVITY -    979,133.1   (mgal)                       NAVD 88
 DP3984
 DP3984  VERT ORDER      -  FIRST     CLASS II
 DP3984
 DP3984.The horizontal coordinates were established by autonomous hand held GPS
 DP3984.observations and have an estimated accuracy of +/- 10 meters.
 DP3984
 DP3984.The orthometric height was determined by differential leveling and
 DP3984.adjusted by the NATIONAL GEODETIC SURVEY
 DP3984.in December 2014.
 DP3984
 DP3984.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3984.GEOID18 height accuracy estimate available here.
 DP3984
 DP3984.Click photographs - Photos may exist for this station.
 DP3984
 DP3984.The dynamic height is computed by dividing the NAVD 88
 DP3984.geopotential number by the normal gravity value computed on the
 DP3984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3984.degrees latitude (g = 980.6199 gals.).
 DP3984
 DP3984.The modeled gravity was interpolated from observed gravity values.
 DP3984
 DP3984;                    North         East    Units  Estimated Accuracy
 DP3984;SPC FL E     -   330,483.      164,670.      MT  (+/- 10 meters HH2 GPS)
 DP3984
 DP3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6468221501(NAD 83)
 DP3984
 DP3984                          SUPERSEDED SURVEY CONTROL
 DP3984
 DP3984.No superseded survey control is available for this station.
 DP3984
 DP3984_MARKER: DD = SURVEY DISK
 DP3984_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3984_STAMPING: 25453 B 2013
 DP3984_MARK LOGO: SWFWMD
 DP3984_PROJECTION: RECESSED 5 CENTIMETERS
 DP3984_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3984+STABILITY: SURFACE MOTION
 DP3984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3984+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 DP3984_ROD/PIPE-DEPTH: 11.3 meters
 DP3984
 DP3984  HISTORY     - Date     Condition        Report By
 DP3984  HISTORY     - 20130828 MONUMENTED       FLDEP
 DP3984  HISTORY     - 20220831 GOOD             GEOCAC
 DP3984
 DP3984                          STATION DESCRIPTION
 DP3984
 DP3984'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3984'THE MARK IS ABOUT 10.8 MI (17.4 KM) SOUTHWEST OF LORIDA, 7.4 MI (11.9
 DP3984'KM) NORTH OF CHILDS, 1.6 MI (2.6 KM) NORTH-NORTHEAST OF LAKE PLACID,
 DP3984'IN SECTION 30, TOWNSHIP 36 SOUTH, RANGE 30 EAST.
 DP3984'
 DP3984'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3984'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP3984'ON U.S. HIGHWAY 27 FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF SOUTH
 DP3984'LAKEWOOD ROAD ON THE LEFT.  TURN LEFT ON SOUTH LAKEWOOD ROAD AND GO
 DP3984'EAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF HIGHLANDS DRIVE ON THE
 DP3984'LEFT.  TURN LEFT ON HIGHLANDS DRIVE AND GO NORTH FOR 0.1 MI (0.2 KM)
 DP3984'TO THE JUNCTION OF LAKE BLUE DRIVE.  TURN RIGHT ON LAKE BLUE DRIVE AND
 DP3984'GO NORTHEAST AND NORTHWEST FOR 0.4 MI (0.6 KM) TO A DRIVEWAY AT 717
 DP3984'LAKE BLUE DRIVE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DP3984'DRIVEN TO REFUSAL AT A DEPTH OF 37.2 FT (11.3 M) WITH A SURVEY DISK
 DP3984'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP3984'1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DP3984'GROUND AND LEVEL WITH LAKE BLUE DRIVE.
 DP3984'
 DP3984'LOCATED 275.0 FT (83.8 M) EAST OF SURVEY MARK 25453 A, 51.0 FT (15.5
 DP3984'M) WEST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT 717 LAKE BLUE
 DP3984'DRIVE, 11.6 FT (3.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF LAKE
 DP3984'BLUE DRIVE, 1.6 FT (0.5 M) NORTH OF A SPEED LIMIT SIGN AND 1.3 FT (0.4
 DP3984'M) NORTH OF A CARSONITE WITNESS POST.
 DP3984'
 DP3984'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3984'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3984
 DP3984                          STATION RECOVERY (2022)
 DP3984
 DP3984'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3984'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3981 ***********************************************************************
 DP3981  DESIGNATION -  25460 A
 DP3981  PID         -  DP3981
 DP3981  STATE/COUNTY-  FL/HIGHLANDS
 DP3981  COUNTRY     -  US
 DP3981  USGS QUAD   -  LAKE PLACID (2018)
 DP3981
 DP3981                         *CURRENT SURVEY CONTROL
 DP3981  ______________________________________________________________________
 DP3981* NAD 83(1986) POSITION- 27 20 28.9    (N) 081 21 48.3    (W)   HD_HELD2
 DP3981* NAVD 88 ORTHO HEIGHT -    21.669 (meters)       71.09  (feet) ADJUSTED
 DP3981  ______________________________________________________________________
 DP3981  GEOID HEIGHT    -        -25.485 (meters)                     GEOID18
 DP3981  DYNAMIC HEIGHT  -         21.637 (meters)       70.99  (feet) COMP
 DP3981  MODELED GRAVITY -    979,131.2   (mgal)                       NAVD 88
 DP3981
 DP3981  VERT ORDER      -  FIRST     CLASS II
 DP3981
 DP3981.The horizontal coordinates were established by autonomous hand held GPS
 DP3981.observations and have an estimated accuracy of +/- 10 meters.
 DP3981
 DP3981.The orthometric height was determined by differential leveling and
 DP3981.adjusted by the NATIONAL GEODETIC SURVEY
 DP3981.in December 2014.
 DP3981
 DP3981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3981.GEOID18 height accuracy estimate available here.
 DP3981
 DP3981.Click photographs - Photos may exist for this station.
 DP3981
 DP3981.The dynamic height is computed by dividing the NAVD 88
 DP3981.geopotential number by the normal gravity value computed on the
 DP3981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3981.degrees latitude (g = 980.6199 gals.).
 DP3981
 DP3981.The modeled gravity was interpolated from observed gravity values.
 DP3981
 DP3981;                    North         East    Units  Estimated Accuracy
 DP3981;SPC FL E     -   333,279.      164,041.      MT  (+/- 10 meters HH2 GPS)
 DP3981
 DP3981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6405224297(NAD 83)
 DP3981
 DP3981                          SUPERSEDED SURVEY CONTROL
 DP3981
 DP3981.No superseded survey control is available for this station.
 DP3981
 DP3981_MARKER: DD = SURVEY DISK
 DP3981_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3981_STAMPING: 25460 A 2013
 DP3981_MARK LOGO: SWFWMD
 DP3981_PROJECTION: RECESSED 5 CENTIMETERS
 DP3981_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3981+STABILITY: SURFACE MOTION
 DP3981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3981+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 DP3981_ROD/PIPE-DEPTH: 10.1 meters
 DP3981
 DP3981  HISTORY     - Date     Condition        Report By
 DP3981  HISTORY     - 20130816 MONUMENTED       FLDEP
 DP3981  HISTORY     - 20220831 GOOD             GEOCAC
 DP3981
 DP3981                          STATION DESCRIPTION
 DP3981
 DP3981'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3981'THE MARK IS ABOUT 9.7 MI (15.6 KM) SOUTHWEST OF LORIDA, 9.2 MI (14.8
 DP3981'KM) NORTH OF CHILDS, 3.3 MI (5.3 KM) NORTH OF LAKE PLACID, IN SECTION
 DP3981'18, TOWNSHIP 36 SOUTH, RANGE 30 EAST.
 DP3981'
 DP3981'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3981'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO
 DP3981'NORTHWEST ON U.S. HIGHWAY 27 FOR 0.3 MI (0.5 KM) TO THE INTERSECTION
 DP3981'OF SOUTHWEST VISTA DRIVE ON THE LEFT AND ST. JOHN STREET (ALSO KNOWN
 DP3981'AS CEMETERY ROAD) ON THE RIGHT.  TURN RIGHT ON ST. JOHN STREET AND GO
 DP3981'NORTH FOR 1.7 MI (2.7 KM) TO THE LAKE APTHORPE BOAT LANDING AND THE
 DP3981'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP3981'33.0 FT (10.1 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH
 DP3981'(30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED
 DP3981'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M)
 DP3981'BELOW THE LEVEL OF ST. JOHN STREET.
 DP3981'
 DP3981'LOCATED 209.8 FT (63.9 M) SOUTHEAST OF SURVEY MARK 25460 B, 106.8 FT
 DP3981'(32.6 M) EAST OF THE APPROXIMATE CENTERLINE OF ST. JOHN ROAD, 15.8 FT
 DP3981'(4.8 M) NORTH OF THE APPROXIMATE CENTER OF A METAL GATE, 2.7 FT (0.8
 DP3981'M) WEST OF A BARB WIRE FENCE AND 2.5 FT (0.8 M) WEST OF A CARSONITE
 DP3981'WITNESS POST.
 DP3981'
 DP3981'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3981'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3981
 DP3981                          STATION RECOVERY (2022)
 DP3981
 DP3981'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3981'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3982 ***********************************************************************
 DP3982  DESIGNATION -  25460 B
 DP3982  PID         -  DP3982
 DP3982  STATE/COUNTY-  FL/HIGHLANDS
 DP3982  COUNTRY     -  US
 DP3982  USGS QUAD   -  LAKE PLACID (2018)
 DP3982
 DP3982                         *CURRENT SURVEY CONTROL
 DP3982  ______________________________________________________________________
 DP3982* NAD 83(1986) POSITION- 27 20 30.4    (N) 081 21 50.1    (W)   HD_HELD2
 DP3982* NAVD 88 ORTHO HEIGHT -    21.951 (meters)       72.02  (feet) ADJUSTED
 DP3982  ______________________________________________________________________
 DP3982  GEOID HEIGHT    -        -25.486 (meters)                     GEOID18
 DP3982  DYNAMIC HEIGHT  -         21.917 (meters)       71.91  (feet) COMP
 DP3982  MODELED GRAVITY -    979,131.1   (mgal)                       NAVD 88
 DP3982
 DP3982  VERT ORDER      -  FIRST     CLASS II
 DP3982
 DP3982.The horizontal coordinates were established by autonomous hand held GPS
 DP3982.observations and have an estimated accuracy of +/- 10 meters.
 DP3982
 DP3982.The orthometric height was determined by differential leveling and
 DP3982.adjusted by the NATIONAL GEODETIC SURVEY
 DP3982.in December 2014.
 DP3982
 DP3982.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3982.GEOID18 height accuracy estimate available here.
 DP3982
 DP3982.Click photographs - Photos may exist for this station.
 DP3982
 DP3982.The dynamic height is computed by dividing the NAVD 88
 DP3982.geopotential number by the normal gravity value computed on the
 DP3982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3982.degrees latitude (g = 980.6199 gals.).
 DP3982
 DP3982.The modeled gravity was interpolated from observed gravity values.
 DP3982
 DP3982;                    North         East    Units  Estimated Accuracy
 DP3982;SPC FL E     -   333,325.      163,991.      MT  (+/- 10 meters HH2 GPS)
 DP3982
 DP3982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6400324343(NAD 83)
 DP3982
 DP3982                          SUPERSEDED SURVEY CONTROL
 DP3982
 DP3982.No superseded survey control is available for this station.
 DP3982
 DP3982_MARKER: DD = SURVEY DISK
 DP3982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP3982_STAMPING: 25460 B 2013
 DP3982_MARK LOGO: FLDEP
 DP3982_PROJECTION: RECESSED 5 CENTIMETERS
 DP3982_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3982+STABILITY: SURFACE MOTION
 DP3982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3982+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2022
 DP3982
 DP3982  HISTORY     - Date     Condition        Report By
 DP3982  HISTORY     - 20130817 MONUMENTED       FLDEP
 DP3982  HISTORY     - 20220831 GOOD             GEOCAC
 DP3982
 DP3982                          STATION DESCRIPTION
 DP3982
 DP3982'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3982'THE MARK IS ABOUT 9.7 MI (15.6 KM) SOUTHWEST OF LORIDA, 9.2 MI (14.8
 DP3982'KM) NORTH OF CHILDS, 3.3 MI (5.3 KM) NORTH OF LAKE PLACID, IN SECTION
 DP3982'18, TOWNSHIP 36 SOUTH, RANGE 30 EAST.
 DP3982'
 DP3982'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3982'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO
 DP3982'NORTHWEST ON U.S. HIGHWAY 27 FOR 0.3 MI (0.5 KM) TO THE INTERSECTION
 DP3982'OF SOUTHWEST VISTA DRIVE ON THE LEFT AND ST. JOHN STREET (ALSO KNOWN
 DP3982'AS CEMETERY ROAD) ON THE RIGHT.  TURN RIGHT ON ST. JOHN STREET AND GO
 DP3982'NORTH FOR 1.7 MI (2.7 KM) TO THE LAKE APTHORPE BOAT LANDING AND THE
 DP3982'MARK ON THE LEFT, SET IN THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE
 DP3982'MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DP3982'LEVEL WITH ST. JOHN STREET AND THE BOAT LANDING.
 DP3982'
 DP3982'LOCATED 209.8 FT (63.9 M) NORTHWEST OF SURVEY MARK 25460 A, 46.8 FT
 DP3982'(14.3 M) WEST OF THE APPROXIMATE CENTERLINE OF ST. JOHN ROAD AND THE
 DP3982'LAKE APTHORPE BOAT RAMP, 16.5 FT (5.0 M) NORTH OF THE APPROXIMATE
 DP3982'CENTER OF A DOUBLE METAL GATE, 2.5 FT (0.8 M) EAST OF A BARB WIRE
 DP3982'FENCE AND 2.1 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
 DP3982'
 DP3982'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DP3982
 DP3982                          STATION RECOVERY (2022)
 DP3982
 DP3982'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3982'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3987 ***********************************************************************
 DP3987  DESIGNATION -  25464 A
 DP3987  PID         -  DP3987
 DP3987  STATE/COUNTY-  FL/HIGHLANDS
 DP3987  COUNTRY     -  US
 DP3987  USGS QUAD   -  LAKE PLACID (2018)
 DP3987
 DP3987                         *CURRENT SURVEY CONTROL
 DP3987  ______________________________________________________________________
 DP3987* NAD 83(1986) POSITION- 27 18 06.9    (N) 081 22 08.8    (W)   HD_HELD2
 DP3987* NAVD 88 ORTHO HEIGHT -    30.438 (meters)       99.86  (feet) ADJUSTED
 DP3987  ______________________________________________________________________
 DP3987  GEOID HEIGHT    -        -25.322 (meters)                     GEOID18
 DP3987  DYNAMIC HEIGHT  -         30.392 (meters)       99.71  (feet) COMP
 DP3987  MODELED GRAVITY -    979,134.0   (mgal)                       NAVD 88
 DP3987
 DP3987  VERT ORDER      -  FIRST     CLASS II
 DP3987
 DP3987.The horizontal coordinates were established by autonomous hand held GPS
 DP3987.observations and have an estimated accuracy of +/- 10 meters.
 DP3987
 DP3987.The orthometric height was determined by differential leveling and
 DP3987.adjusted by the NATIONAL GEODETIC SURVEY
 DP3987.in December 2014.
 DP3987
 DP3987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3987.GEOID18 height accuracy estimate available here.
 DP3987
 DP3987.Click photographs - Photos may exist for this station.
 DP3987
 DP3987.The dynamic height is computed by dividing the NAVD 88
 DP3987.geopotential number by the normal gravity value computed on the
 DP3987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3987.degrees latitude (g = 980.6199 gals.).
 DP3987
 DP3987.The modeled gravity was interpolated from observed gravity values.
 DP3987
 DP3987;                    North         East    Units  Estimated Accuracy
 DP3987;SPC FL E     -   328,910.      163,464.      MT  (+/- 10 meters HH2 GPS)
 DP3987
 DP3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6347619929(NAD 83)
 DP3987
 DP3987                          SUPERSEDED SURVEY CONTROL
 DP3987
 DP3987.No superseded survey control is available for this station.
 DP3987
 DP3987_MARKER: DD = SURVEY DISK
 DP3987_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3987_STAMPING: 25464 A 2013
 DP3987_MARK LOGO: SWFWMD
 DP3987_PROJECTION: RECESSED 5 CENTIMETERS
 DP3987_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3987+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 DP3987_ROD/PIPE-DEPTH: 11.8 meters
 DP3987
 DP3987  HISTORY     - Date     Condition        Report By
 DP3987  HISTORY     - 20130829 MONUMENTED       FLDEP
 DP3987  HISTORY     - 20220811 GOOD             GEOCAC
 DP3987
 DP3987                          STATION DESCRIPTION
 DP3987
 DP3987'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3987'THE MARK IS ABOUT 12.0 MI (19.3 KM) SOUTHWEST OF LORIDA, 6.5 MI (10.5
 DP3987'KM) NORTH-NORTHWEST OF CHILDS, 0.7 MI (1.1 KM) NORTH-NORTHWEST OF LAKE
 DP3987'PLACID, IN SECTION 36, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3987'
 DP3987'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3987'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP3987'ON U.S. HIGHWAY 27 FOR 1.55 MI (2.5 KM) TO THE INTERSECTION OF COUNTY
 DP3987'ROAD 621 ON THE LEFT AND EAST INTERLAKE BOULEVARD ON THE RIGHT.  TURN
 DP3987'RIGHT ON EAST INTERLAKE BOULEVARD AND GO WEST FOR 0.6 MI (1.0 KM) TO
 DP3987'THE JUNCTION OF THE DEVANCE PARK ROUND ABOUT.  TURN RIGHT ON INTERLAKE
 DP3987'BOULEVARD AND GO NORTH FOR ABOUT 150.0 FT (45.7 M) TO THE JUNCTION OF
 DP3987'COMMERCE AVENUE ON THE RIGHT.  TURN RIGHT ON COMMERCE AVENUE AND GO
 DP3987'NORTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF RACHARD BOULEVARD ON THE
 DP3987'LEFT.  TURN LEFT ON RACHARD BOULEVARD AND GO SOUTHWEST FOR ABOUT 400.0
 DP3987'FT (121.9 M) TO THE DRIVEWAY AT 229 RACHARD BOULEVARD ON THE RIGHT AND
 DP3987'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP3987'38.7 FT (11.8 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH
 DP3987'(30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED
 DP3987'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0 FT (0.6 M)
 DP3987'BELOW THE LEVEL OF RACHARD BOULEVARD.
 DP3987'
 DP3987'LOCATED 118.8 FT (36.2 M) SOUTH-SOUTHEAST OF SURVEY MARK 25464 B, 29.2
 DP3987'FT (8.9 M) WEST OF THE APPROXIMATE CENTERLINE OF THE CONCRETE DRIVEWAY
 DP3987'AT 229 RACHARD BOULEVARD, 19.2 FT (5.9 M) NORTH OF THE APPROXIMATE
 DP3987'CENTERLINE OF RACHARD BOULEVARD, 9.0 FT (2.7 M) EAST OF THE
 DP3987'APPROXIMATE CENTERLINE OF A SAND AND SHELL DRIVEWAY, 3.6 FT (1.1 M)
 DP3987'WEST OF A WOODEN POWER POLE NUMBERED 6-28165 AND 3.1 FT (0.9 M) WEST
 DP3987'OF A CARSONITE WITNESS POST.
 DP3987'
 DP3987'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3987'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3987
 DP3987                          STATION RECOVERY (2022)
 DP3987
 DP3987'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3988 ***********************************************************************
 DP3988  DESIGNATION -  25464 B
 DP3988  PID         -  DP3988
 DP3988  STATE/COUNTY-  FL/HIGHLANDS
 DP3988  COUNTRY     -  US
 DP3988  USGS QUAD   -  LAKE PLACID (2018)
 DP3988
 DP3988                         *CURRENT SURVEY CONTROL
 DP3988  ______________________________________________________________________
 DP3988* NAD 83(1986) POSITION- 27 18 08.1    (N) 081 22 09.2    (W)   HD_HELD2
 DP3988* NAVD 88 ORTHO HEIGHT -    25.540 (meters)       83.79  (feet) ADJUSTED
 DP3988  ______________________________________________________________________
 DP3988  GEOID HEIGHT    -        -25.323 (meters)                     GEOID18
 DP3988  DYNAMIC HEIGHT  -         25.502 (meters)       83.67  (feet) COMP
 DP3988  MODELED GRAVITY -    979,134.0   (mgal)                       NAVD 88
 DP3988
 DP3988  VERT ORDER      -  FIRST     CLASS II
 DP3988
 DP3988.The horizontal coordinates were established by autonomous hand held GPS
 DP3988.observations and have an estimated accuracy of +/- 10 meters.
 DP3988
 DP3988.The orthometric height was determined by differential leveling and
 DP3988.adjusted by the NATIONAL GEODETIC SURVEY
 DP3988.in December 2014.
 DP3988
 DP3988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3988.GEOID18 height accuracy estimate available here.
 DP3988
 DP3988.Click photographs - Photos may exist for this station.
 DP3988
 DP3988.The dynamic height is computed by dividing the NAVD 88
 DP3988.geopotential number by the normal gravity value computed on the
 DP3988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3988.degrees latitude (g = 980.6199 gals.).
 DP3988
 DP3988.The modeled gravity was interpolated from observed gravity values.
 DP3988
 DP3988;                    North         East    Units  Estimated Accuracy
 DP3988;SPC FL E     -   328,947.      163,453.      MT  (+/- 10 meters HH2 GPS)
 DP3988
 DP3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6346519966(NAD 83)
 DP3988
 DP3988                          SUPERSEDED SURVEY CONTROL
 DP3988
 DP3988.No superseded survey control is available for this station.
 DP3988
 DP3988_MARKER: DD = SURVEY DISK
 DP3988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP3988_STAMPING: 25464 B 2013
 DP3988_MARK LOGO: FLDEP
 DP3988_PROJECTION: RECESSED 30 CENTIMETERS
 DP3988_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3988+STABILITY: SURFACE MOTION
 DP3988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3988+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 DP3988
 DP3988  HISTORY     - Date     Condition        Report By
 DP3988  HISTORY     - 20130817 MONUMENTED       FLDEP
 DP3988  HISTORY     - 20220811 GOOD             GEOCAC
 DP3988
 DP3988                          STATION DESCRIPTION
 DP3988
 DP3988'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3988'THE MARK IS ABOUT 12.0 MI (19.3 KM) SOUTHWEST OF LORIDA, 6.5 MI (10.5
 DP3988'KM) NORTH-NORTHWEST OF CHILDS, 0.7 MI (1.1 KM) NORTH-NORTHWEST OF LAKE
 DP3988'PLACID, IN SECTION 36, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3988'
 DP3988'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3988'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP3988'ON U.S. HIGHWAY 27 FOR 1.55 MI (2.5 KM) TO THE INTERSECTION OF COUNTY
 DP3988'ROAD 621 ON THE LEFT AND EAST INTERLAKE BOULEVARD ON THE RIGHT.  TURN
 DP3988'RIGHT ON EAST INTERLAKE BOULEVARD AND GO WEST FOR 0.6 MI (1.0 KM) TO
 DP3988'THE JUNCTION OF THE DEVANCE PARK ROUND ABOUT.  TURN RIGHT ON INTERLAKE
 DP3988'BOULEVARD AND GO NORTH FOR ABOUT 150.0 FT (45.7 M) TO THE JUNCTION OF
 DP3988'COMMERCE AVENUE ON THE RIGHT.  TURN RIGHT ON COMMERCE AVENUE AND GO
 DP3988'NORTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF RACHARD BOULEVARD ON THE
 DP3988'LEFT.  TURN LEFT ON RACHARD BOULEVARD AND GO SOUTHWEST FOR ABOUT 400.0
 DP3988'FT (121.9 M) TO THE DRIVEWAY AT 229 RACHARD BOULEVARD ON THE RIGHT.
 DP3988'CONTINUE SOUTHWEST ON RACHARD BOULEVARD FOR ABOUT 30.0 FT (9.1 M) TO
 DP3988'THE JUNCTION OF A SAND AND SHELL DRIVEWAY ON THE RIGHT.  TURN RIGHT ON
 DP3988'THE SAND AND SHELL DRIVEWAY AND GO NORTH FOR ABOUT 120.0 FT (36.6 M)
 DP3988'TO A LIFT STATION ON THE RIGHT AND THE MARK ON THE RIGHT, SET ON THE
 DP3988'TOP OF A 12-INCH (30 CM) ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6
 DP3988'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 12.0 FT (3.7 M) BELOW THE
 DP3988'LEVEL OF RACHARD BOULEVARD.
 DP3988'
 DP3988'LOCATED 138.0 FT (42.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DP3988'RACHARD BOULEVARD, 118.8 FT (36.2 M) NORTH-NORTHWEST OF SURVEY MARK
 DP3988'25464 A, 18.5 FT (5.6 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DP3988'SAND AND SHELL DRIVEWAY, 3.1 FT (0.9 M) SOUTHEAST OF THE NORTH CHAIN
 DP3988'LINK FENCE CORNER POST, 1.2 FT (0.4 M) NORTHEAST OF THE CHAIN LINK
 DP3988'FENCE AND 1.1 FT (0.3 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DP3988'
 DP3988'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DP3988
 DP3988                          STATION RECOVERY (2022)
 DP3988
 DP3988'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3988'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3967 ***********************************************************************
 DP3967  DESIGNATION -  25466 A
 DP3967  PID         -  DP3967
 DP3967  STATE/COUNTY-  FL/HIGHLANDS
 DP3967  COUNTRY     -  US
 DP3967  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3967
 DP3967                         *CURRENT SURVEY CONTROL
 DP3967  ______________________________________________________________________
 DP3967* NAD 83(1986) POSITION- 27 18 00.0    (N) 081 26 12.1    (W)   HD_HELD2
 DP3967* NAVD 88 ORTHO HEIGHT -    37.337 (meters)      122.50  (feet) ADJUSTED
 DP3967  ______________________________________________________________________
 DP3967  GEOID HEIGHT    -        -25.218 (meters)                     GEOID18
 DP3967  DYNAMIC HEIGHT  -         37.281 (meters)      122.31  (feet) COMP
 DP3967  MODELED GRAVITY -    979,133.3   (mgal)                       NAVD 88
 DP3967
 DP3967  VERT ORDER      -  FIRST     CLASS II
 DP3967
 DP3967.The horizontal coordinates were established by autonomous hand held GPS
 DP3967.observations and have an estimated accuracy of +/- 10 meters.
 DP3967
 DP3967.The orthometric height was determined by differential leveling and
 DP3967.adjusted by the NATIONAL GEODETIC SURVEY
 DP3967.in December 2014.
 DP3967
 DP3967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3967.GEOID18 height accuracy estimate available here.
 DP3967
 DP3967.Click photographs - Photos may exist for this station.
 DP3967
 DP3967.The dynamic height is computed by dividing the NAVD 88
 DP3967.geopotential number by the normal gravity value computed on the
 DP3967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3967.degrees latitude (g = 980.6199 gals.).
 DP3967
 DP3967.The modeled gravity was interpolated from observed gravity values.
 DP3967
 DP3967;                    North         East    Units  Estimated Accuracy
 DP3967;SPC FL E     -   328,719.      156,774.      MT  (+/- 10 meters HH2 GPS)
 DP3967
 DP3967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5678819739(NAD 83)
 DP3967
 DP3967                          SUPERSEDED SURVEY CONTROL
 DP3967
 DP3967.No superseded survey control is available for this station.
 DP3967
 DP3967_MARKER: DD = SURVEY DISK
 DP3967_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3967_STAMPING: 25466 A 2013
 DP3967_MARK LOGO: SWFWMD
 DP3967_PROJECTION: FLUSH
 DP3967_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3967+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2022
 DP3967_ROD/PIPE-DEPTH: 14.5 meters
 DP3967
 DP3967  HISTORY     - Date     Condition        Report By
 DP3967  HISTORY     - 20130913 MONUMENTED       FLDEP
 DP3967  HISTORY     - 20190422 GOOD             SWFWMD
 DP3967  HISTORY     - 20220807 GOOD             GEOCAC
 DP3967
 DP3967                          STATION DESCRIPTION
 DP3967
 DP3967'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3967'THE MARK IS ABOUT 12.2 MI (19.6 KM) SOUTHEAST OF CREWSVILLE, 8.4 MI
 DP3967'(13.5 KM) NORTHWEST OF CHILDS, 4.6 MI (7.4 KM) WEST OF LAKE PLACID, IN
 DP3967'SECTION 32, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3967'
 DP3967'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3967'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO WEST
 DP3967'AND NORTHWEST ON LAKE JUNE ROAD FOR 4.1 MI (6.6 KM) TO THE JUNCTION OF
 DP3967'MILLER AVENUE.  CONTINUE WEST ON MILLER AVENUE FOR 0.6 MI (1.0 KM) TO
 DP3967'THE INTERSECTION OF WILDFLOWER STREET.  TURN LEFT ON WILDFLOWER STREET
 DP3967'AND GO SOUTH FOR 1.45 MI (2.3 KM) TO THE INTERSECTION OF HOLIFIELD
 DP3967'AVENUE.  TURN RIGHT ON HOLIFIELD AVENUE AND GO SOUTHWEST FOR 0.1 MI
 DP3967'(0.2 KM) TO THE JUNCTION OF WASHINGTON PLACE ON THE LEFT.  TURN LEFT
 DP3967'ON WASHINGTON PLACE AND GO SOUTH FOR 0.35 MI (0.6 KM) TO A DEAD END
 DP3967'CUL-DE-SAC AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DP3967'REFUSAL AT A DEPTH OF 47.5 FT (14.5 M) WITH A SURVEY DISK SET ON THE
 DP3967'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP3967'M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DP3967'ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF WASHINGTON PLACE.
 DP3967'
 DP3967'LOCATED 66.0 FT (20.1 M) NORTH OF SURVEY MARK 25466 B, 34.8 FT (10.6
 DP3967'M) WEST OF THE APPROXIMATE CENTERLINE OF WASHINGTON PLACE, 3.0 FT (0.9
 DP3967'M) EAST OF A STEEL CABLE FENCE LINE AND 2.4 FT (0.7 M) EAST OF A
 DP3967'CARSONITE WITNESS POST.
 DP3967'
 DP3967'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3967'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3967
 DP3967                          STATION RECOVERY (2019)
 DP3967
 DP3967'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (CO)
 DP3967'RECOVERED IN GOOD CONDITION.
 DP3967
 DP3967                          STATION RECOVERY (2022)
 DP3967
 DP3967'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3967'CAUTION-THE CONCRETE POST IS LOOSE IN THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3968 ***********************************************************************
 DP3968  DESIGNATION -  25466 B
 DP3968  PID         -  DP3968
 DP3968  STATE/COUNTY-  FL/HIGHLANDS
 DP3968  COUNTRY     -  US
 DP3968  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP3968
 DP3968                         *CURRENT SURVEY CONTROL
 DP3968  ______________________________________________________________________
 DP3968* NAD 83(1986) POSITION- 27 17 59.2    (N) 081 26 12.0    (W)   HD_HELD2
 DP3968* NAVD 88 ORTHO HEIGHT -    37.413 (meters)      122.75  (feet) ADJUSTED
 DP3968  ______________________________________________________________________
 DP3968  GEOID HEIGHT    -        -25.217 (meters)                     GEOID18
 DP3968  DYNAMIC HEIGHT  -         37.356 (meters)      122.56  (feet) COMP
 DP3968  MODELED GRAVITY -    979,133.3   (mgal)                       NAVD 88
 DP3968
 DP3968  VERT ORDER      -  FIRST     CLASS II
 DP3968
 DP3968.The horizontal coordinates were established by autonomous hand held GPS
 DP3968.observations and have an estimated accuracy of +/- 10 meters.
 DP3968
 DP3968.The orthometric height was determined by differential leveling and
 DP3968.adjusted by the NATIONAL GEODETIC SURVEY
 DP3968.in December 2014.
 DP3968
 DP3968.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3968.GEOID18 height accuracy estimate available here.
 DP3968
 DP3968.Click photographs - Photos may exist for this station.
 DP3968
 DP3968.The dynamic height is computed by dividing the NAVD 88
 DP3968.geopotential number by the normal gravity value computed on the
 DP3968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3968.degrees latitude (g = 980.6199 gals.).
 DP3968
 DP3968.The modeled gravity was interpolated from observed gravity values.
 DP3968
 DP3968;                    North         East    Units  Estimated Accuracy
 DP3968;SPC FL E     -   328,695.      156,777.      MT  (+/- 10 meters HH2 GPS)
 DP3968
 DP3968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5679119714(NAD 83)
 DP3968
 DP3968                          SUPERSEDED SURVEY CONTROL
 DP3968
 DP3968.No superseded survey control is available for this station.
 DP3968
 DP3968_MARKER: DD = SURVEY DISK
 DP3968_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3968_STAMPING: 25466 B 2013
 DP3968_MARK LOGO: SWFWMD
 DP3968_PROJECTION: RECESSED 5 CENTIMETERS
 DP3968_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3968_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3968+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2022
 DP3968_ROD/PIPE-DEPTH: 16.8 meters
 DP3968
 DP3968  HISTORY     - Date     Condition        Report By
 DP3968  HISTORY     - 20130913 MONUMENTED       FLDEP
 DP3968  HISTORY     - 20190422 GOOD             SWFWMD
 DP3968  HISTORY     - 20220807 GOOD             GEOCAC
 DP3968
 DP3968                          STATION DESCRIPTION
 DP3968
 DP3968'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3968'THE MARK IS ABOUT 12.2 MI (19.6 KM) SOUTHEAST OF CREWSVILLE, 8.4 MI
 DP3968'(13.5 KM) NORTHWEST OF CHILDS, 4.6 MI (7.4 KM) WEST OF LAKE PLACID, IN
 DP3968'SECTION 32, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DP3968'
 DP3968'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3968'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO WEST
 DP3968'AND NORTHWEST ON LAKE JUNE ROAD FOR 4.1 MI (6.6 KM) TO THE JUNCTION OF
 DP3968'MILLER AVENUE.  CONTINUE WEST ON MILLER AVENUE FOR 0.6 MI (1.0 KM) TO
 DP3968'THE INTERSECTION OF WILDFLOWER STREET.  TURN LEFT ON WILDFLOWER STREET
 DP3968'AND GO SOUTH FOR 1.45 MI (2.3 KM) TO THE INTERSECTION OF HOLIFIELD
 DP3968'AVENUE.  TURN RIGHT ON HOLIFIELD AVENUE AND GO SOUTHWEST FOR 0.1 MI
 DP3968'(0.2 KM) TO THE JUNCTION OF WASHINGTON PLACE ON THE LEFT.  TURN LEFT
 DP3968'ON WASHINGTON PLACE AND GO SOUTH FOR 0.35 MI (0.6 KM) TO A DEAD END
 DP3968'CUL-DE-SAC AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DP3968'REFUSAL AT A DEPTH OF 55.0 FT (16.8 M) WITH A SURVEY DISK SET ON THE
 DP3968'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP3968'M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DP3968'LEVEL WITH WASHINGTON PLACE.
 DP3968'
 DP3968'LOCATED 66.0 FT (20.1 M) SOUTH OF SURVEY MARK 25466 A, 44.0 FT (13.4
 DP3968'M) WEST OF THE APPROXIMATE CENTER OF AN ASPHALT CUL-DE-SAC, 16.2 FT
 DP3968'(4.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF A GRAVEL DRIVEWAY, 2.4
 DP3968'FT (0.7 M) EAST OF A STEEL CABLE FENCE LINE AND 2.1 FT (0.6 M) EAST OF
 DP3968'A CARSONITE WITNESS POST.
 DP3968'
 DP3968'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3968'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3968
 DP3968                          STATION RECOVERY (2019)
 DP3968
 DP3968'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (CO)
 DP3968'RECOVERED IN GOOD CONDITION.
 DP3968
 DP3968                          STATION RECOVERY (2022)
 DP3968
 DP3968'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3968'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8660 ***********************************************************************
 DO8660  DESIGNATION -  25468
 DO8660  PID         -  DO8660
 DO8660  STATE/COUNTY-  FL/HIGHLANDS
 DO8660  COUNTRY     -  US
 DO8660  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DO8660
 DO8660                         *CURRENT SURVEY CONTROL
 DO8660  ______________________________________________________________________
 DO8660* NAD 83(1986) POSITION- 27 19 21.4    (N) 081 25 09.8    (W)   HD_HELD2
 DO8660* NAVD 88 ORTHO HEIGHT -    23.005 (meters)       75.48  (feet) ADJUSTED
 DO8660  ______________________________________________________________________
 DO8660  GEOID HEIGHT    -        -25.325 (meters)                     GEOID18
 DO8660  DYNAMIC HEIGHT  -         22.970 (meters)       75.36  (feet) COMP
 DO8660  MODELED GRAVITY -    979,132.3   (mgal)                       NAVD 88
 DO8660
 DO8660  VERT ORDER      -  FIRST     CLASS II
 DO8660
 DO8660.The horizontal coordinates were established by autonomous hand held GPS
 DO8660.observations and have an estimated accuracy of +/- 10 meters.
 DO8660
 DO8660.The orthometric height was determined by differential leveling and
 DO8660.adjusted by the NATIONAL GEODETIC SURVEY
 DO8660.in September 2013.
 DO8660
 DO8660.No vertical observational check was made to the station.
 DO8660
 DO8660.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8660.GEOID18 height accuracy estimate available here.
 DO8660
 DO8660.Click photographs - Photos may exist for this station.
 DO8660
 DO8660.The dynamic height is computed by dividing the NAVD 88
 DO8660.geopotential number by the normal gravity value computed on the
 DO8660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8660.degrees latitude (g = 980.6199 gals.).
 DO8660
 DO8660.The modeled gravity was interpolated from observed gravity values.
 DO8660
 DO8660;                    North         East    Units  Estimated Accuracy
 DO8660;SPC FL E     -   331,219.      158,495.      MT  (+/- 10 meters HH2 GPS)
 DO8660
 DO8660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5850922237(NAD 83)
 DO8660
 DO8660                          SUPERSEDED SURVEY CONTROL
 DO8660
 DO8660.No superseded survey control is available for this station.
 DO8660
 DO8660_MARKER: DD = SURVEY DISK
 DO8660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8660_STAMPING: 25468 2012
 DO8660_MARK LOGO: SWFWMD
 DO8660_PROJECTION: RECESSED 10 CENTIMETERS
 DO8660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO8660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8660+STABILITY: SURFACE MOTION
 DO8660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8660+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2022
 DO8660
 DO8660  HISTORY     - Date     Condition        Report By
 DO8660  HISTORY     - 20120523 MONUMENTED       SWFWMD
 DO8660  HISTORY     - 20120721 GOOD             FLDEP
 DO8660  HISTORY     - 20130817 GOOD             FLDEP
 DO8660  HISTORY     - 20220807 GOOD             GEOCAC
 DO8660
 DO8660                          STATION DESCRIPTION
 DO8660
 DO8660'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8660'THE MARK IS ABOUT 12.0 MI (19.3 KM) SOUTH OF SEBRING, 9.0 MI (14.5 KM)
 DO8660'NORTH-NORTHWEST OF CHILDS, 4.0 MI (6.4 KM) WEST-NORTHWEST OF LAKE
 DO8660'PLACID, IN SECTION 28, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DO8660'
 DO8660'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DO8660'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO SOUTH ON U.S.
 DO8660'HIGHWAY 27 FOR 8.75 MI (14.1 KM) TO THE JUNCTION OF LAKE JUNE ROAD ON
 DO8660'THE RIGHT.  TURN RIGHT ON LAKE JUNE ROAD AND GO WEST AND NORTHWEST FOR
 DO8660'3.8 MI (6.1 KM) TO THE JUNCTION OF PEACH TREE DRIVE ON THE RIGHT.
 DO8660'CONTINUE WEST ON LAKE JUNE ROAD FOR ABOUT 200.0 FT (61.0 M) TO THE
 DO8660'WEST END OF THE STEARNS CREEK BRIDGE, NOW BY WALKING GO SOUTH ON THE
 DO8660'WEST BANK OF STEARNS CREEK FOR ABOUT 310.0 FT (94.5 M) TO THE MARK, AN
 DO8660'ALUMINUM ROD AND DISK DRIVEN INTO THE GROUND AND ENCASED IN A 12-INCH
 DO8660'(30 CM) DIAMETER CONCRETE FILLED PVC PAIL FLUSH WITH THE GROUND AND
 DO8660'LEVEL WITH A SAND TRAIL.
 DO8660'
 DO8660'LOCATED 333.0 FT (101.5 M) SOUTH-SOUTHWEST OF THE APPROXIMATE
 DO8660'CENTERLINE OF LAKE JUNE ROAD, 310.0 FT (94.5 M) SOUTH-SOUTHWEST OF A
 DO8660'METAL GUARDRAIL, 278.2 FT (84.8 M) SOUTH-SOUTHWEST OF A WOODEN POWER
 DO8660'POLE NUMBER 7460108, 22.5 FT (6.9 M) NORTH OF A 16-INCH (41 CM)
 DO8660'DIAMETER LEANING LIVE OAK TREE AND 1.5 FT (0.5 M) NORTHEAST OF A
 DO8660'CARSONITE WITNESS POST.
 DO8660'
 DO8660'NOTE UNKNOWN MAGNETISM.
 DO8660
 DO8660                          STATION RECOVERY (2013)
 DO8660
 DO8660'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO8660'RECOVERED AS DESCRIBED.
 DO8660
 DO8660                          STATION RECOVERY (2022)
 DO8660
 DO8660'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DO8660'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8659 ***********************************************************************
 DO8659  DESIGNATION -  25468 A
 DO8659  PID         -  DO8659
 DO8659  STATE/COUNTY-  FL/HIGHLANDS
 DO8659  COUNTRY     -  US
 DO8659  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DO8659
 DO8659                         *CURRENT SURVEY CONTROL
 DO8659  ______________________________________________________________________
 DO8659* NAD 83(1986) POSITION- 27 19 23.9    (N) 081 25 07.3    (W)   HD_HELD2
 DO8659* NAVD 88 ORTHO HEIGHT -    25.444 (meters)       83.48  (feet) ADJUSTED
 DO8659  ______________________________________________________________________
 DO8659  GEOID HEIGHT    -        -25.329 (meters)                     GEOID18
 DO8659  DYNAMIC HEIGHT  -         25.406 (meters)       83.35  (feet) COMP
 DO8659  MODELED GRAVITY -    979,132.3   (mgal)                       NAVD 88
 DO8659
 DO8659  VERT ORDER      -  FIRST     CLASS II
 DO8659
 DO8659.The horizontal coordinates were established by autonomous hand held GPS
 DO8659.observations and have an estimated accuracy of +/- 10 meters.
 DO8659
 DO8659.The orthometric height was determined by differential leveling and
 DO8659.adjusted by the NATIONAL GEODETIC SURVEY
 DO8659.in September 2013.
 DO8659
 DO8659.No vertical observational check was made to the station.
 DO8659
 DO8659.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8659.GEOID18 height accuracy estimate available here.
 DO8659
 DO8659.Click photographs - Photos may exist for this station.
 DO8659
 DO8659.The dynamic height is computed by dividing the NAVD 88
 DO8659.geopotential number by the normal gravity value computed on the
 DO8659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8659.degrees latitude (g = 980.6199 gals.).
 DO8659
 DO8659.The modeled gravity was interpolated from observed gravity values.
 DO8659
 DO8659;                    North         East    Units  Estimated Accuracy
 DO8659;SPC FL E     -   331,296.      158,564.      MT  (+/- 10 meters HH2 GPS)
 DO8659
 DO8659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5857822314(NAD 83)
 DO8659
 DO8659                          SUPERSEDED SURVEY CONTROL
 DO8659
 DO8659.No superseded survey control is available for this station.
 DO8659
 DO8659_MARKER: DD = SURVEY DISK
 DO8659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO8659_SP_SET: BRIDGE PARAPET
 DO8659_STAMPING: 25468 A
 DO8659_MARK LOGO: FLDT
 DO8659_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8659+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2022
 DO8659
 DO8659  HISTORY     - Date     Condition        Report By
 DO8659  HISTORY     - UNK      MONUMENTED       FLDT
 DO8659  HISTORY     - 20120801 GOOD             FLDEP
 DO8659  HISTORY     - 20130817 GOOD             FLDEP
 DO8659  HISTORY     - 20220807 GOOD             GEOCAC
 DO8659
 DO8659                          STATION DESCRIPTION
 DO8659
 DO8659'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8659'THE MARK IS ABOUT 11.9 MI (19.1 KM) SOUTH OF SEBRING, 9.1 MI (14.6 KM)
 DO8659'NORTH-NORTHWEST OF CHILDS, 4.0 MI (6.4 KM) WEST-NORTHWEST OF LAKE
 DO8659'PLACID, IN SECTION 28, TOWNSHIP 36 SOUTH, RANGE 29 EAST.
 DO8659'
 DO8659'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DO8659'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO SOUTH ON U.S.
 DO8659'HIGHWAY 27 FOR 8.75 MI (14.1 KM) TO THE JUNCTION OF LAKE JUNE ROAD ON
 DO8659'THE RIGHT.  TURN RIGHT ON LAKE JUNE ROAD AND GO WEST AND NORTHWEST FOR
 DO8659'3.8 MI (6.1 KM) TO THE JUNCTION OF PEACH TREE DRIVE ON THE RIGHT.
 DO8659'CONTINUE WEST ON LAKE JUNE ROAD FOR ABOUT 150.0 FT (45.7 M) TO THE
 DO8659'NORTHEAST END OF THE STEARNS CREEK BRIDGE AND THE MARK ON THE RIGHT,
 DO8659'SET FLUSH IN THE TOP OF A CONCRETE GUARDRAIL AND ABOUT 2.6 FT (0.8 M)
 DO8659'ABOVE THE LEVEL OF LAKE JUNE ROAD.
 DO8659'
 DO8659'LOCATED 153.0 FT (46.6 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE
 DO8659'OF PEACH TREE DRIVE, 22.5 FT (6.9 M) NORTH-NORTHEAST OF THE
 DO8659'APPROXIMATE CENTERLINE OF LAKE JUNE ROAD, 3.5 FT (1.1 M) WEST OF THE
 DO8659'EAST END OF A CONCRETE GUARDRAIL AND 1.0 FT (0.3 M) WEST OF THE WEST
 DO8659'END OF A METAL GUARDRAIL.
 DO8659
 DO8659                          STATION RECOVERY (2013)
 DO8659
 DO8659'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO8659'RECOVERED AS DESCRIBED.
 DO8659
 DO8659                          STATION RECOVERY (2022)
 DO8659
 DO8659'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DO8659'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3956 ***********************************************************************
 DP3956  DESIGNATION -  25472 A
 DP3956  PID         -  DP3956
 DP3956  STATE/COUNTY-  FL/HIGHLANDS
 DP3956  COUNTRY     -  US
 DP3956  USGS QUAD   -  SEBRING (2018)
 DP3956
 DP3956                         *CURRENT SURVEY CONTROL
 DP3956  ______________________________________________________________________
 DP3956* NAD 83(1986) POSITION- 27 26 10.5    (N) 081 24 19.0    (W)   HD_HELD2
 DP3956* NAVD 88 ORTHO HEIGHT -    24.500 (meters)       80.38  (feet) ADJUSTED
 DP3956  ______________________________________________________________________
 DP3956  GEOID HEIGHT    -        -25.739 (meters)                     GEOID18
 DP3956  DYNAMIC HEIGHT  -         24.463 (meters)       80.26  (feet) COMP
 DP3956  MODELED GRAVITY -    979,126.6   (mgal)                       NAVD 88
 DP3956
 DP3956  VERT ORDER      -  FIRST     CLASS II
 DP3956
 DP3956.The horizontal coordinates were established by autonomous hand held GPS
 DP3956.observations and have an estimated accuracy of +/- 10 meters.
 DP3956
 DP3956.The orthometric height was determined by differential leveling and
 DP3956.adjusted by the NATIONAL GEODETIC SURVEY
 DP3956.in December 2014.
 DP3956
 DP3956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3956.GEOID18 height accuracy estimate available here.
 DP3956
 DP3956.Click photographs - Photos may exist for this station.
 DP3956
 DP3956.The dynamic height is computed by dividing the NAVD 88
 DP3956.geopotential number by the normal gravity value computed on the
 DP3956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3956.degrees latitude (g = 980.6199 gals.).
 DP3956
 DP3956.The modeled gravity was interpolated from observed gravity values.
 DP3956
 DP3956;                    North         East    Units  Estimated Accuracy
 DP3956;SPC FL E     -   343,806.      159,933.      MT  (+/- 10 meters HH2 GPS)
 DP3956
 DP3956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5994634820(NAD 83)
 DP3956
 DP3956                          SUPERSEDED SURVEY CONTROL
 DP3956
 DP3956.No superseded survey control is available for this station.
 DP3956
 DP3956_MARKER: DD = SURVEY DISK
 DP3956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP3956_STAMPING: 25472 A 2010
 DP3956_MARK LOGO: SWFWMD
 DP3956_PROJECTION: PROJECTING 5 CENTIMETERS
 DP3956_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3956+STABILITY: SURFACE MOTION
 DP3956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3956+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 DP3956
 DP3956  HISTORY     - Date     Condition        Report By
 DP3956  HISTORY     - 2010     MONUMENTED       SWFWMD
 DP3956  HISTORY     - 20130620 GOOD             FLDEP
 DP3956  HISTORY     - 20220712 GOOD             GEOCAC
 DP3956
 DP3956                          STATION DESCRIPTION
 DP3956
 DP3956'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP3956'THE MARK IS ABOUT 10.2 MI (16.4 KM) NORTH-NORTHWEST OF LAKE PLACID,
 DP3956'9.3 MI (15.0 KM) WEST OF LORIDA, 4.6 MI (7.4 KM) SOUTH-SOUTHEAST OF
 DP3956'SEBRING, IN SECTION 15, TOWNSHIP 35 SOUTH, RANGE 29 EAST.
 DP3956'
 DP3956'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND U.S.
 DP3956'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO EAST ON U.S.
 DP3956'HIGHWAY 98 FOR 0.35 MI (0.6 KM) TO THE INTERSECTION OF FLAME DRIVE ON
 DP3956'THE RIGHT AND COUNTY ROAD 17 SOUTH ON THE LEFT.  TURN LEFT ON COUNTY
 DP3956'ROAD 17 SOUTH AND GO NORTHEASTERLY FOR 1.0 MI (1.6 KM) TO THE JUNCTION
 DP3956'OF COMMERCE DRIVE ON THE RIGHT.  TURN RIGHT ON COMMERCE DRIVE AND GO
 DP3956'SOUTH FOR 0.1 MI (0.2 KM) TO A BOAT RAMP AT RED BEACH LAKE, A STAFF
 DP3956'GAUGE AND THE MARK, AN ALUMINUM DISK SET IN THE TOP OF A ROUND
 DP3956'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH COMMERCE DRIVE.
 DP3956'LOCATED 87.6 FT (26.7 M) NORTHEAST OF SURVEY MARK 25472 B, 60.5 FT
 DP3956'(18.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A GRASS CUL DE SAC
 DP3956'MEDIAN, 25.5 FT (7.8 M) WEST OF THE APPROXIMATE CENTERLINE OF THE BOAT
 DP3956'RAMP, 9.0 FT (2.7 M) WEST OF A WOODEN UTILITY POLE NUMBER 139
 DP3956'284-022786 A42842 AND 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS
 DP3956'POST.
 DP3956'
 DP3956'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3956
 DP3956                          STATION RECOVERY (2022)
 DP3956
 DP3956'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3956'THE CARSONITE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3957 ***********************************************************************
 DP3957  DESIGNATION -  25472 B
 DP3957  PID         -  DP3957
 DP3957  STATE/COUNTY-  FL/HIGHLANDS
 DP3957  COUNTRY     -  US
 DP3957  USGS QUAD   -  SEBRING (2018)
 DP3957
 DP3957                         *CURRENT SURVEY CONTROL
 DP3957  ______________________________________________________________________
 DP3957* NAD 83(1986) POSITION- 27 26 09.9    (N) 081 24 19.6    (W)   HD_HELD2
 DP3957* NAVD 88 ORTHO HEIGHT -    23.261 (meters)       76.32  (feet) ADJUSTED
 DP3957  ______________________________________________________________________
 DP3957  GEOID HEIGHT    -        -25.738 (meters)                     GEOID18
 DP3957  DYNAMIC HEIGHT  -         23.226 (meters)       76.20  (feet) COMP
 DP3957  MODELED GRAVITY -    979,126.6   (mgal)                       NAVD 88
 DP3957
 DP3957  VERT ORDER      -  FIRST     CLASS II
 DP3957
 DP3957.The horizontal coordinates were established by autonomous hand held GPS
 DP3957.observations and have an estimated accuracy of +/- 10 meters.
 DP3957
 DP3957.The orthometric height was determined by differential leveling and
 DP3957.adjusted by the NATIONAL GEODETIC SURVEY
 DP3957.in December 2014.
 DP3957
 DP3957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3957.GEOID18 height accuracy estimate available here.
 DP3957
 DP3957.Click photographs - Photos may exist for this station.
 DP3957
 DP3957.The dynamic height is computed by dividing the NAVD 88
 DP3957.geopotential number by the normal gravity value computed on the
 DP3957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3957.degrees latitude (g = 980.6199 gals.).
 DP3957
 DP3957.The modeled gravity was interpolated from observed gravity values.
 DP3957
 DP3957;                    North         East    Units  Estimated Accuracy
 DP3957;SPC FL E     -   343,788.      159,916.      MT  (+/- 10 meters HH2 GPS)
 DP3957
 DP3957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5992934802(NAD 83)
 DP3957
 DP3957                          SUPERSEDED SURVEY CONTROL
 DP3957
 DP3957.No superseded survey control is available for this station.
 DP3957
 DP3957_MARKER: DD = SURVEY DISK
 DP3957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP3957_STAMPING: 25472 B 2010
 DP3957_MARK LOGO: SWFWMD
 DP3957_PROJECTION: PROJECTING 10 CENTIMETERS
 DP3957_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3957+STABILITY: SURFACE MOTION
 DP3957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3957+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 DP3957
 DP3957  HISTORY     - Date     Condition        Report By
 DP3957  HISTORY     - 2010     MONUMENTED       SWFWMD
 DP3957  HISTORY     - 20130620 GOOD             FLDEP
 DP3957  HISTORY     - 20220712 GOOD             GEOCAC
 DP3957
 DP3957                          STATION DESCRIPTION
 DP3957
 DP3957'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP3957'THE MARK IS ABOUT 10.2 MI (16.4 KM) NORTH-NORTHWEST OF LAKE PLACID,
 DP3957'9.3 MI (15.0 KM) WEST OF LORIDA, 4.6 MI (7.4 KM) SOUTH-SOUTHEAST OF
 DP3957'SEBRING, IN SECTION 15, TOWNSHIP 35 SOUTH, RANGE 29 EAST.
 DP3957'
 DP3957'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND U.S.
 DP3957'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO EAST ON U.S.
 DP3957'HIGHWAY 98 FOR 0.35 MI (0.6 KM) TO THE INTERSECTION OF FLAME DRIVE ON
 DP3957'THE RIGHT AND COUNTY ROAD 17 SOUTH ON THE LEFT.  TURN LEFT ON COUNTY
 DP3957'ROAD 17 SOUTH AND GO NORTHEASTERLY FOR 1.0 MI (1.6 KM) TO THE JUNCTION
 DP3957'OF COMMERCE ROAD ON THE RIGHT.  TURN RIGHT ON COMMERCE ROAD AND GO
 DP3957'SOUTH FOR 0.1 MI (0.2 KM) TO A BOAT RAMP AT RED BEACH LAKE, A STAFF
 DP3957'GAUGE AND THE MARK ON THE RIGHT, AN ALUMINUM DISK SET IN THE TOP OF A
 DP3957'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 2.0 FT (0.6 M) BELOW
 DP3957'THE LEVEL OF COMMERCE DRIVE.
 DP3957'
 DP3957'LOCATED 93.8 FT (28.6 M) SOUTHWEST OF A WOODEN UTILITY POLE, 85.2 FT
 DP3957'(26.0 M) WEST OF THE CENTERLINE OF THE BOAT RAMP, 68.2 FT (20.8 M)
 DP3957'NORTH OF A STAFF GAUGE, 42.0 FT (12.8 M) SOUTH-SOUTHWEST OF THE
 DP3957'SOUTHWEST CORNER OF THE CONCRETE SHELTER SLAB, 3.5 FT (1.1 M) EAST OF
 DP3957'THE APPROXIMATE CENTERLINE OF THE DOCK AND 0.6 FT (18 CM) EAST OF
 DP3957'CARSONITE WITNESS POST.
 DP3957'
 DP3957'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3957
 DP3957                          STATION RECOVERY (2022)
 DP3957
 DP3957'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3957'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3944 ***********************************************************************
 DP3944  DESIGNATION -  25475 A
 DP3944  PID         -  DP3944
 DP3944  STATE/COUNTY-  FL/HIGHLANDS
 DP3944  COUNTRY     -  US
 DP3944  USGS QUAD   -  SEBRING (2018)
 DP3944
 DP3944                         *CURRENT SURVEY CONTROL
 DP3944  ______________________________________________________________________
 DP3944* NAD 83(1986) POSITION- 27 27 50.2    (N) 081 27 42.4    (W)   HD_HELD2
 DP3944* NAVD 88 ORTHO HEIGHT -    32.240 (meters)      105.77  (feet) ADJUSTED
 DP3944  ______________________________________________________________________
 DP3944  GEOID HEIGHT    -        -25.720 (meters)                     GEOID18
 DP3944  DYNAMIC HEIGHT  -         32.191 (meters)      105.61  (feet) COMP
 DP3944  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 DP3944
 DP3944  VERT ORDER      -  FIRST     CLASS II
 DP3944
 DP3944.The horizontal coordinates were established by autonomous hand held GPS
 DP3944.observations and have an estimated accuracy of +/- 10 meters.
 DP3944
 DP3944.The orthometric height was determined by differential leveling and
 DP3944.adjusted by the NATIONAL GEODETIC SURVEY
 DP3944.in December 2014.
 DP3944
 DP3944.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3944.GEOID18 height accuracy estimate available here.
 DP3944
 DP3944.Click photographs - Photos may exist for this station.
 DP3944
 DP3944.The dynamic height is computed by dividing the NAVD 88
 DP3944.geopotential number by the normal gravity value computed on the
 DP3944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3944.degrees latitude (g = 980.6199 gals.).
 DP3944
 DP3944.The modeled gravity was interpolated from observed gravity values.
 DP3944
 DP3944;                    North         East    Units  Estimated Accuracy
 DP3944;SPC FL E     -   346,894.      154,358.      MT  (+/- 10 meters HH2 GPS)
 DP3944
 DP3944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5437337907(NAD 83)
 DP3944
 DP3944                          SUPERSEDED SURVEY CONTROL
 DP3944
 DP3944.No superseded survey control is available for this station.
 DP3944
 DP3944_MARKER: DD = SURVEY DISK
 DP3944_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3944_STAMPING: 25475 A 2013
 DP3944_MARK LOGO: SWFWMD
 DP3944_PROJECTION: RECESSED 5 CENTIMETERS
 DP3944_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3944_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3944+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2022
 DP3944_ROD/PIPE-DEPTH: 13.1 meters
 DP3944
 DP3944  HISTORY     - Date     Condition        Report By
 DP3944  HISTORY     - 20130815 MONUMENTED       FLDEP
 DP3944  HISTORY     - 20220617 GOOD             GEOCAC
 DP3944
 DP3944                          STATION DESCRIPTION
 DP3944
 DP3944'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP3944'THE MARK IS ABOUT 9.5 MI (15.3 KM) SOUTH-SOUTHEAST OF AVON PARK, 8.0
 DP3944'MI (12.9 KM) EAST-NORTHEAST OF CREWSVILLE, 2.5 MI (4.0 KM)
 DP3944'SOUTH-SOUTHWEST OF SEBRING, IN SECTION 6, TOWNSHIP 35 SOUTH, RANGE 29
 DP3944'EAST.
 DP3944'
 DP3944'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP3944'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEABRING, GO NORTH ON U.S.
 DP3944'HIGHWAY 27 FOR 3.5 MI (5.6 KM) TO THE INTERSECTION OF SEABRING DRIVE.
 DP3944'CONTINUE NORTH AND WEST ON U.S. HIGHWAY 27 FOR 0.45 MI (0.7 KM) TO THE
 DP3944'JUNCTION OF SPARTA ROAD ON THE LEFT.  TURN LEFT ON SPARTA ROAD AND GO
 DP3944'SOUTH FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF SCHLOSSER ROAD.  TURN
 DP3944'RIGHT ON SCHLOSSER ROAD AND GO WEST FOR 0.7 MI (1.1 KM) TO THE
 DP3944'INTERSECTION OF ERIN ROAD.  TURN RIGHT ON ERIN ROAD AND GO NORTH FOR
 DP3944'ABOUT 90.0 FT (27.4 M) TO THE HOUSE (ADDRESS 3848 ERIN ROAD) AND THE
 DP3944'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP3944'43.0 FT (13.1 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH
 DP3944'(30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED
 DP3944'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT (15 CM)
 DP3944'BELOW THE LEVEL OF ERIN ROAD.
 DP3944'
 DP3944'LOCATED 103.8 FT (31.6 M) SOUTHEAST OF SURVEY MARK 25475 B, 96.5 FT
 DP3944'(29.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF SCHLOSSER ROAD, 17.6
 DP3944'FT (5.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY FOR
 DP3944'ADDRESS 3848 ERIN ROAD, 12.4 FT (3.8 M) EAST OF THE APPROXIMATE
 DP3944'CENTERLINE OF ERIN ROAD, 11.5 FT (3.5 M) WEST OF A WOODEN POWER POLE
 DP3944'NUMBER B207088 AND 11.0 FT (3.4 M) WEST OF A CARSONITE WITNESS POST.
 DP3944'
 DP3944'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3944'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3944
 DP3944                          STATION RECOVERY (2022)
 DP3944
 DP3944'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3944'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3945 ***********************************************************************
 DP3945  DESIGNATION -  25475 B
 DP3945  PID         -  DP3945
 DP3945  STATE/COUNTY-  FL/HIGHLANDS
 DP3945  COUNTRY     -  US
 DP3945  USGS QUAD   -  SEBRING (2018)
 DP3945
 DP3945                         *CURRENT SURVEY CONTROL
 DP3945  ______________________________________________________________________
 DP3945* NAD 83(1986) POSITION- 27 27 51.2    (N) 081 27 42.8    (W)   HD_HELD2
 DP3945* NAVD 88 ORTHO HEIGHT -    32.308 (meters)      106.00  (feet) ADJUSTED
 DP3945  ______________________________________________________________________
 DP3945  GEOID HEIGHT    -        -25.721 (meters)                     GEOID18
 DP3945  DYNAMIC HEIGHT  -         32.259 (meters)      105.84  (feet) COMP
 DP3945  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 DP3945
 DP3945  VERT ORDER      -  FIRST     CLASS II
 DP3945
 DP3945.The horizontal coordinates were established by autonomous hand held GPS
 DP3945.observations and have an estimated accuracy of +/- 10 meters.
 DP3945
 DP3945.The orthometric height was determined by differential leveling and
 DP3945.adjusted by the NATIONAL GEODETIC SURVEY
 DP3945.in December 2014.
 DP3945
 DP3945.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3945.GEOID18 height accuracy estimate available here.
 DP3945
 DP3945.Click photographs - Photos may exist for this station.
 DP3945
 DP3945.The dynamic height is computed by dividing the NAVD 88
 DP3945.geopotential number by the normal gravity value computed on the
 DP3945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3945.degrees latitude (g = 980.6199 gals.).
 DP3945
 DP3945.The modeled gravity was interpolated from observed gravity values.
 DP3945
 DP3945;                    North         East    Units  Estimated Accuracy
 DP3945;SPC FL E     -   346,925.      154,347.      MT  (+/- 10 meters HH2 GPS)
 DP3945
 DP3945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5436237938(NAD 83)
 DP3945
 DP3945                          SUPERSEDED SURVEY CONTROL
 DP3945
 DP3945.No superseded survey control is available for this station.
 DP3945
 DP3945_MARKER: DD = SURVEY DISK
 DP3945_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3945_STAMPING: 25475 B 2013
 DP3945_MARK LOGO: SWFWMD
 DP3945_PROJECTION: RECESSED 8 CENTIMETERS
 DP3945_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3945+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2022
 DP3945_ROD/PIPE-DEPTH: 12.8 meters
 DP3945
 DP3945  HISTORY     - Date     Condition        Report By
 DP3945  HISTORY     - 20130815 MONUMENTED       FLDEP
 DP3945  HISTORY     - 20220617 GOOD             GEOCAC
 DP3945
 DP3945                          STATION DESCRIPTION
 DP3945
 DP3945'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP3945'THE MARK IS ABOUT 9.4 MI (15.1 KM) SOUTH-SOUTHEAST OF AVON PARK, 8.0
 DP3945'MI (12.9 KM) EAST-NORTHEAST OF CREWSVILLE, 2.5 MI (4.0 KM)
 DP3945'SOUTH-SOUTHWEST OF SEBRING, IN SECTION 6, TOWNSHIP 35 SOUTH, RANGE 29
 DP3945'EAST.
 DP3945'
 DP3945'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP3945'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEABRING, GO NORTH ON U.S.
 DP3945'HIGHWAY 27 FOR 3.5 MI (5.6 KM) TO THE INTERSECTION OF SEABRING DRIVE.
 DP3945'CONTINUE NORTH AND WEST ON U.S. HIGHWAY 27 FOR 0.45 MI (0.7 KM) TO THE
 DP3945'JUNCTION OF SPARTA ROAD ON THE LEFT.  TURN LEFT ON SPARTA ROAD AND GO
 DP3945'SOUTH FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF SCHLOSSER ROAD.  TURN
 DP3945'RIGHT ON SCHLOSSER ROAD AND GO WEST FOR 0.7 MI (1.1 KM) TO THE
 DP3945'INTERSECTION OF ERIN ROAD.  TURN RIGHT ON ERIN ROAD AND GO NORTH FOR
 DP3945'ABOUT 240.0 FT (73.2 M) TO THE END OF ERIN ROAD TO THE STREET ADDRESS
 DP3945'3809 ERIN ROAD AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DP3945'REFUSAL AT A DEPTH OF 42.0 FT (12.8 M) WITH A SURVEY DISK SET ON THE
 DP3945'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP3945'M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DP3945'ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF ERIN ROAD.
 DP3945'
 DP3945'LOCATED 196.5 FT (59.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DP3945'SCHLOSSER ROAD, 103.8 FT (31.6 M) NORTHWEST OF SURVEY MARK 25475 A,
 DP3945'21.5 FT (6.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY
 DP3945'FOR 3809 ERIN ROAD, 14.2 FT (4.3 M) WEST OF THE APPROXIMATE CENTERLINE
 DP3945'OF ERIN ROAD, 3.2 FT (1.0 M) SOUTH OF A WOODEN POWER POLE NUMBER
 DP3945'6498314 AND 3.2 FT (1.0 M) SOUTH OF A CARSONITE WITNESS POST.
 DP3945'
 DP3945'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3945'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3945
 DP3945                          STATION RECOVERY (2022)
 DP3945
 DP3945'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3945'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3959 ***********************************************************************
 DP3959  DESIGNATION -  25481 A
 DP3959  PID         -  DP3959
 DP3959  STATE/COUNTY-  FL/HIGHLANDS
 DP3959  COUNTRY     -  US
 DP3959  USGS QUAD   -  SEBRING (2018)
 DP3959
 DP3959                         *CURRENT SURVEY CONTROL
 DP3959  ______________________________________________________________________
 DP3959* NAD 83(1986) POSITION- 27 27 48.3    (N) 081 23 26.6    (W)   HD_HELD2
 DP3959* NAVD 88 ORTHO HEIGHT -    35.561 (meters)      116.67  (feet) ADJUSTED
 DP3959  ______________________________________________________________________
 DP3959  GEOID HEIGHT    -        -25.849 (meters)                     GEOID18
 DP3959  DYNAMIC HEIGHT  -         35.507 (meters)      116.49  (feet) COMP
 DP3959  MODELED GRAVITY -    979,125.9   (mgal)                       NAVD 88
 DP3959
 DP3959  VERT ORDER      -  FIRST     CLASS II
 DP3959
 DP3959.The horizontal coordinates were established by autonomous hand held GPS
 DP3959.observations and have an estimated accuracy of +/- 10 meters.
 DP3959
 DP3959.The orthometric height was determined by differential leveling and
 DP3959.adjusted by the NATIONAL GEODETIC SURVEY
 DP3959.in December 2014.
 DP3959
 DP3959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3959.GEOID18 height accuracy estimate available here.
 DP3959
 DP3959.Click photographs - Photos may exist for this station.
 DP3959
 DP3959.The dynamic height is computed by dividing the NAVD 88
 DP3959.geopotential number by the normal gravity value computed on the
 DP3959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3959.degrees latitude (g = 980.6199 gals.).
 DP3959
 DP3959.The modeled gravity was interpolated from observed gravity values.
 DP3959
 DP3959;                    North         East    Units  Estimated Accuracy
 DP3959;SPC FL E     -   346,812.      161,381.      MT  (+/- 10 meters HH2 GPS)
 DP3959
 DP3959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6139437825(NAD 83)
 DP3959
 DP3959                          SUPERSEDED SURVEY CONTROL
 DP3959
 DP3959.No superseded survey control is available for this station.
 DP3959
 DP3959_MARKER: DD = SURVEY DISK
 DP3959_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3959_STAMPING: 25481 A 2013
 DP3959_MARK LOGO: SFLWMD
 DP3959_PROJECTION: RECESSED 8 CENTIMETERS
 DP3959_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DP3959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3959+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 DP3959_ROD/PIPE-DEPTH: 13.8 meters
 DP3959
 DP3959  HISTORY     - Date     Condition        Report By
 DP3959  HISTORY     - 20130914 MONUMENTED       FLDEP
 DP3959  HISTORY     - 20220712 GOOD             GEOCAC
 DP3959
 DP3959                          STATION DESCRIPTION
 DP3959
 DP3959'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP3959'THE MARK IS ABOUT 11.5 MI (18.5 KM) SOUTHEAST OF AVON PARK, 8.5 MI
 DP3959'(13.7 KM) WEST OF LORIDA, 3.8 MI (6.1 KM) SOUTHEAST OF SEBRING, IN
 DP3959'SECTION 2, TOWNSHIP 35 SOUTH, RANGE 29 EAST.
 DP3959'
 DP3959'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND U.S.
 DP3959'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO EAST ON U.S.
 DP3959'HIGHWAY 98 FOR 0.35 MI (0.6 KM) TO THE INTERSECTION OF FLAME DRIVE ON
 DP3959'THE RIGHT AND COUNTY ROAD 17 SOUTH ON THE LEFT.  TURN LEFT ON COUNTY
 DP3959'ROAD 17 SOUTH AND GO NORTHEASTERLY FOR 3.35 MI (5.4 KM) TO THE
 DP3959'JUNCTION OF COUNTY ROAD 623.  TURN RIGHT ON COUNTY ROAD 623 AND GO
 DP3959'SOUTHEAST FOR 0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT.  THE MARK CAN
 DP3959'ALSO BE REACHED FROM THE INTERSECTION OF COUNTY ROAD 623 (KENILWORTH
 DP3959'BOULEVARD) AND SOUTH HIGHLANDS AVENUE IN SEBRING, GO EAST ON COUNTY
 DP3959'ROAD 623 (KENILWORTH BOULEVARD) FOR 1.0 MI (1.6 KM) TO A CURVE IN THE
 DP3959'ROAD LEADING SOUTHEAST, VEER RIGHT AND CONTINUE SOUTHEAST ON COUNTY
 DP3959'ROAD 623 FOR 2.25 MI (3.6 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM
 DP3959'ROD DRIVEN TO REFUSAL AT A DEPTH OF 45.3 FT (13.8 M) WITH ALUMINUM
 DP3959'DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW
 DP3959'THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL OF COUNTY
 DP3959'ROAD 623.
 DP3959'
 DP3959'LOCATED 125.5 FT (38.3 M) NORTH-NORTHWEST OF SURVEY MARK 25481 B, 48.0
 DP3959'FT (14.6 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 DP3959'623, 27.5 FT (8.4 M) EAST OF A WOODEN UTILITY POLE NUMBER 139742, 8.2
 DP3959'FT (2.5 M) NORTHWEST OF A WATER MONITORING WELL AND 6.5 FT (2.0 M)
 DP3959'NORTHWEST OF A CARSONITE WITNESS POST.
 DP3959'
 DP3959'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3959'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3959
 DP3959                          STATION RECOVERY (2022)
 DP3959
 DP3959'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3959'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3960 ***********************************************************************
 DP3960  DESIGNATION -  25481 B
 DP3960  PID         -  DP3960
 DP3960  STATE/COUNTY-  FL/HIGHLANDS
 DP3960  COUNTRY     -  US
 DP3960  USGS QUAD   -  SEBRING (2018)
 DP3960
 DP3960                         *CURRENT SURVEY CONTROL
 DP3960  ______________________________________________________________________
 DP3960* NAD 83(1986) POSITION- 27 27 47.3    (N) 081 23 25.6    (W)   HD_HELD2
 DP3960* NAVD 88 ORTHO HEIGHT -    34.784 (meters)      114.12  (feet) ADJUSTED
 DP3960  ______________________________________________________________________
 DP3960  GEOID HEIGHT    -        -25.849 (meters)                     GEOID18
 DP3960  DYNAMIC HEIGHT  -         34.731 (meters)      113.95  (feet) COMP
 DP3960  MODELED GRAVITY -    979,125.9   (mgal)                       NAVD 88
 DP3960
 DP3960  VERT ORDER      -  FIRST     CLASS II
 DP3960
 DP3960.The horizontal coordinates were established by autonomous hand held GPS
 DP3960.observations and have an estimated accuracy of +/- 10 meters.
 DP3960
 DP3960.The orthometric height was determined by differential leveling and
 DP3960.adjusted by the NATIONAL GEODETIC SURVEY
 DP3960.in December 2014.
 DP3960
 DP3960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3960.GEOID18 height accuracy estimate available here.
 DP3960
 DP3960.Click photographs - Photos may exist for this station.
 DP3960
 DP3960.The dynamic height is computed by dividing the NAVD 88
 DP3960.geopotential number by the normal gravity value computed on the
 DP3960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3960.degrees latitude (g = 980.6199 gals.).
 DP3960
 DP3960.The modeled gravity was interpolated from observed gravity values.
 DP3960
 DP3960;                    North         East    Units  Estimated Accuracy
 DP3960;SPC FL E     -   346,781.      161,409.      MT  (+/- 10 meters HH2 GPS)
 DP3960
 DP3960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6142137794(NAD 83)
 DP3960
 DP3960                          SUPERSEDED SURVEY CONTROL
 DP3960
 DP3960.No superseded survey control is available for this station.
 DP3960
 DP3960_MARKER: DD = SURVEY DISK
 DP3960_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3960_STAMPING: 25481 B 2013
 DP3960_MARK LOGO: SFLWMD
 DP3960_PROJECTION: RECESSED 13 CENTIMETERS
 DP3960_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DP3960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3960+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2022
 DP3960_ROD/PIPE-DEPTH: 13.3 meters
 DP3960
 DP3960  HISTORY     - Date     Condition        Report By
 DP3960  HISTORY     - 20130914 MONUMENTED       FLDEP
 DP3960  HISTORY     - 20220712 GOOD             GEOCAC
 DP3960
 DP3960                          STATION DESCRIPTION
 DP3960
 DP3960'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP3960'THE MARK IS ABOUT 11.5 MI (18.5 KM) SOUTHEAST OF AVON PARK, 8.5 MI
 DP3960'(13.7 KM) WEST OF LORIDA, 3.8 MI (6.1 KM) SOUTHEAST OF SEBRING, IN
 DP3960'SECTION 2, TOWNSHIP 35 SOUTH, RANGE 29 EAST.
 DP3960'
 DP3960'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND U.S.
 DP3960'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO EAST ON U.S.
 DP3960'HIGHWAY 98 FOR 0.35 MI (0.6 KM) TO THE INTERSECTION OF FLAME DRIVE ON
 DP3960'THE RIGHT AND COUNTY ROAD 17 SOUTH ON THE LEFT.  TURN LEFT ON COUNTY
 DP3960'ROAD 17 SOUTH AND GO NORTHEASTERLY FOR 3.35 MI (5.4 KM) TO THE
 DP3960'JUNCTION OF COUNTY ROAD 623.  TURN RIGHT ON COUNTY ROAD 623 AND GO
 DP3960'SOUTHEAST FOR 0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT.  THE MARK CAN
 DP3960'ALSO BE REACHED FROM THE INTERSECTION OF COUNTY ROAD 623 (KENILWORTH
 DP3960'BOULEVARD) AND SOUTH HIGHLANDS AVENUE IN SEBRING, GO EAST ON COUNTY
 DP3960'ROAD 623 (KENILWORTH BOULEVARD) FOR 1.0 MI (1.6 KM) TO A CURVE IN THE
 DP3960'ROAD LEADING SOUTHEAST, VEER RIGHT AND CONTINUE SOUTHEAST ON COUNTY
 DP3960'ROAD 623 FOR 2.25 MI (3.6 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM
 DP3960'ROD DRIVEN TO REFUSAL AT A DEPTH OF 43.7 FT (13.3 M) WITH ALUMINUM
 DP3960'DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.5 FT (15 CM)
 DP3960'BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL OF
 DP3960'COUNTY ROAD 623.
 DP3960'
 DP3960'LOCATED 125.5 FT (38.3 M) SOUTH-SOUTHEAST OF SURVEY MARK 25481 A,
 DP3960'117.2 FT (35.7 M) SOUTH-SOUTHEAST OF A WATER MONITORING WELL, 65.6 FT
 DP3960'(20.0 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 623,
 DP3960'5.2 FT (1.6 M) NORTHEAST OF A WOODEN UTILITY POLE AND 4.4 FT (1.3 M)
 DP3960'NORTHEAST OF A CARSONITE WITNESS POST.
 DP3960'
 DP3960'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3960'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3960
 DP3960                          STATION RECOVERY (2022)
 DP3960
 DP3960'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3960'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP1209 ***********************************************************************
 DP1209  DESIGNATION -  25483 A
 DP1209  PID         -  DP1209
 DP1209  STATE/COUNTY-  FL/HIGHLANDS
 DP1209  COUNTRY     -  US
 DP1209  USGS QUAD   -  SEBRING (2018)
 DP1209
 DP1209                         *CURRENT SURVEY CONTROL
 DP1209  ______________________________________________________________________
 DP1209* NAD 83(1986) POSITION- 27 25 24.8    (N) 081 28 40.4    (W)   HD_HELD2
 DP1209* NAVD 88 ORTHO HEIGHT -    28.560 (meters)       93.70  (feet) ADJUSTED
 DP1209  ______________________________________________________________________
 DP1209  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 DP1209  DYNAMIC HEIGHT  -         28.517 (meters)       93.56  (feet) COMP
 DP1209  MODELED GRAVITY -    979,128.5   (mgal)                       NAVD 88
 DP1209
 DP1209  VERT ORDER      -  SECOND    CLASS I
 DP1209
 DP1209.The horizontal coordinates were established by autonomous hand held GPS
 DP1209.observations and have an estimated accuracy of +/- 10 meters.
 DP1209
 DP1209.The orthometric height was determined by differential leveling and
 DP1209.adjusted by the NATIONAL GEODETIC SURVEY
 DP1209.in January 2014.
 DP1209
 DP1209.No vertical observational check was made to the station.
 DP1209
 DP1209.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1209.GEOID18 height accuracy estimate available here.
 DP1209
 DP1209.Click photographs - Photos may exist for this station.
 DP1209
 DP1209.The dynamic height is computed by dividing the NAVD 88
 DP1209.geopotential number by the normal gravity value computed on the
 DP1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1209.degrees latitude (g = 980.6199 gals.).
 DP1209
 DP1209.The modeled gravity was interpolated from observed gravity values.
 DP1209
 DP1209;                    North         East    Units  Estimated Accuracy
 DP1209;SPC FL E     -   342,425.      152,749.      MT  (+/- 10 meters HH2 GPS)
 DP1209
 DP1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5276433440(NAD 83)
 DP1209
 DP1209                          SUPERSEDED SURVEY CONTROL
 DP1209
 DP1209.No superseded survey control is available for this station.
 DP1209
 DP1209_MARKER: DD = SURVEY DISK
 DP1209_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1209_STAMPING: 25483 A 2013
 DP1209_MARK LOGO: SWFWMD
 DP1209_PROJECTION: RECESSED 8 CENTIMETERS
 DP1209_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP1209_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1209+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2022
 DP1209_ROD/PIPE-DEPTH: 8.2 meters
 DP1209
 DP1209  HISTORY     - Date     Condition        Report By
 DP1209  HISTORY     - 20130724 MONUMENTED       FLDEP
 DP1209  HISTORY     - 20220617 GOOD             GEOCAC
 DP1209
 DP1209                          STATION DESCRIPTION
 DP1209
 DP1209'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP1209'THE MARK IS ABOUT 11.4 MI (18.3 KM) NORTHWEST OF LAKE PLACID, 6.4 MI
 DP1209'(10.3 KM) EAST OF CREWSVILLE, 5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF
 DP1209'SEBRING, IN SECTION 24, TOWNSHIP 35 SOUTH, RANGE 28 EAST.
 DP1209'
 DP1209'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP1209'HIGHWAY 27 ABOUT 5.5 MI (8.8 KM) SOUTH OF SEBRING, GO WEST ON STATE
 DP1209'ROAD 66 FOR 3.65 MI (5.9 KM) TO THE JUNCTION OF SHASTA DAISY BOULEVARD
 DP1209'ON THE RIGHT.  TURN RIGHT ON SHASTA DAISY BOULEVARD AND GO NORTH FOR
 DP1209'0.3 MI (0.5 KM) TO THE T-JUNCTION OF VIBURNUM DRIVE.  TURN LEFT ON
 DP1209'VIBURNUM DRIVE AND GO WEST FOR 0.25 MI (0.4 KM) TO THE T-JUNCTION OF
 DP1209'WISTERIA PLACE.  TURN RIGHT ON WISTERIA PLACE AND GO NORTH FOR 0.05 MI
 DP1209'(0.1 KM) TO THE JUNCTION OF VIOLET TERRACE ON THE LEFT.  TURN LEFT ON
 DP1209'VIOLET TERRACE AND GO WEST FOR 0.15 MI (0.2 KM) TO A 90 DEGREE TURN TO
 DP1209'THE RIGHT, WHERE THE ROAD TURNS INTO LAKESIDE DRIVE WEST, BEAR RIGHT
 DP1209'ON LAKESIDE DRIVE WEST AND GO NORTH FOR 0.45 MI (0.7 KM) TO THE
 DP1209'INTERSECTION OF RISE TERRACE ON THE LEFT AND A GRAVEL ENTRANCE ROAD TO
 DP1209'A PUBLIC BOAT RAMP ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM
 DP1209'ROD DRIVEN TO REFUSAL AT A DEPTH OF 27.0 FT (8.2 M) WITH AN ALUMINUM
 DP1209'DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW
 DP1209'THE LEVEL OF THE GROUND.
 DP1209'
 DP1209'LOCATED 154.0 FT (46.9 M) WEST-NORTHWEST OF SURVEY MARK 25483 B, 93.1
 DP1209'FT (28.4 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF LAKESIDE
 DP1209'DRIVE WEST, 63.8 FT (19.4 M) SOUTHEAST OF A 14-INCH (36 CM) DIAMETER
 DP1209'PALM TREE, 41.5 FT (12.6 M) SOUTH-SOUTHWEST OF THE APPROXIMATE
 DP1209'CENTERLINE OF THE GRAVEL ENTRANCE ROAD TO THE BOAT RAMP AND 2.0 FT
 DP1209'(0.6 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DP1209'
 DP1209'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP1209'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP1209
 DP1209                          STATION RECOVERY (2022)
 DP1209
 DP1209'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP1209'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP1210 ***********************************************************************
 DP1210  DESIGNATION -  25483 B
 DP1210  PID         -  DP1210
 DP1210  STATE/COUNTY-  FL/HIGHLANDS
 DP1210  COUNTRY     -  US
 DP1210  USGS QUAD   -  SEBRING (2018)
 DP1210
 DP1210                         *CURRENT SURVEY CONTROL
 DP1210  ______________________________________________________________________
 DP1210* NAD 83(1986) POSITION- 27 25 24.4    (N) 081 28 38.8    (W)   HD_HELD2
 DP1210* NAVD 88 ORTHO HEIGHT -    28.153 (meters)       92.37  (feet) ADJUSTED
 DP1210  ______________________________________________________________________
 DP1210  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 DP1210  DYNAMIC HEIGHT  -         28.110 (meters)       92.22  (feet) COMP
 DP1210  MODELED GRAVITY -    979,128.5   (mgal)                       NAVD 88
 DP1210
 DP1210  VERT ORDER      -  SECOND    CLASS I
 DP1210
 DP1210.The horizontal coordinates were established by autonomous hand held GPS
 DP1210.observations and have an estimated accuracy of +/- 10 meters.
 DP1210
 DP1210.The orthometric height was determined by differential leveling and
 DP1210.adjusted by the NATIONAL GEODETIC SURVEY
 DP1210.in January 2014.
 DP1210
 DP1210.No vertical observational check was made to the station.
 DP1210
 DP1210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1210.GEOID18 height accuracy estimate available here.
 DP1210
 DP1210.Click photographs - Photos may exist for this station.
 DP1210
 DP1210.The dynamic height is computed by dividing the NAVD 88
 DP1210.geopotential number by the normal gravity value computed on the
 DP1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1210.degrees latitude (g = 980.6199 gals.).
 DP1210
 DP1210.The modeled gravity was interpolated from observed gravity values.
 DP1210
 DP1210;                    North         East    Units  Estimated Accuracy
 DP1210;SPC FL E     -   342,412.      152,793.      MT  (+/- 10 meters HH2 GPS)
 DP1210
 DP1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5280833427(NAD 83)
 DP1210
 DP1210                          SUPERSEDED SURVEY CONTROL
 DP1210
 DP1210.No superseded survey control is available for this station.
 DP1210
 DP1210_MARKER: DD = SURVEY DISK
 DP1210_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1210_STAMPING: 25483 B 2013
 DP1210_MARK LOGO: SWFWMD
 DP1210_PROJECTION: RECESSED 5 CENTIMETERS
 DP1210_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP1210_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1210_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP1210+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2022
 DP1210_ROD/PIPE-DEPTH: 10.1 meters
 DP1210
 DP1210  HISTORY     - Date     Condition        Report By
 DP1210  HISTORY     - 20130713 MONUMENTED       FLDEP
 DP1210  HISTORY     - 20220617 GOOD             GEOCAC
 DP1210
 DP1210                          STATION DESCRIPTION
 DP1210
 DP1210'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP1210'THE MARK IS ABOUT 11.4 MI (18.3 KM) NORTHWEST OF LAKE PLACID, 6.5 MI
 DP1210'(10.5 KM) EAST OF CREWSVILLE, 5.4 MI (8.7 KM) SOUTH-SOUTHWEST OF
 DP1210'SEBRING, IN SECTION 24, TOWNSHIP 35 SOUTH, RANGE 28 EAST.
 DP1210'
 DP1210'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP1210'HIGHWAY 27 ABOUT 5.5 MI (8.8 KM) SOUTH OF SEBRING, GO WEST ON STATE
 DP1210'ROAD 66 FOR 3.65 MI (5.9 KM) TO THE JUNCTION OF SHASTA DAISY BOULEVARD
 DP1210'ON THE RIGHT.  TURN RIGHT ON SHASTA DAISY BOULEVARD AND GO NORTH FOR
 DP1210'0.3 MI (0.5 KM) TO THE T-JUNCTION OF VIBURNUM DRIVE.  TURN LEFT ON
 DP1210'VIBURNUM DRIVE AND GO WEST FOR 0.25 MI (0.4 KM) TO THE T-JUNCTION OF
 DP1210'WISTERIA PLACE.  TURN RIGHT ON WISTERIA PLACE AND GO NORTH FOR 0.05 MI
 DP1210'(0.1 KM) TO THE JUNCTION OF VIOLET TERRACE ON THE LEFT.  TURN LEFT ON
 DP1210'VIOLET TERRACE AND GO WEST FOR 0.15 MI (0.2 KM) TO A 90 DEGREE TURN TO
 DP1210'THE RIGHT, WHERE THE ROAD TURNS INTO LAKESIDE DRIVE WEST, BEAR RIGHT
 DP1210'ON LAKESIDE DRIVE WEST AND GO NORTH FOR 0.45 MI (0.7 KM) TO THE
 DP1210'INTERSECTION OF RISE TERRACE ON THE LEFT AND A GRAVEL ENTRANCE ROAD TO
 DP1210'A PUBLIC BOAT RAMP ON THE RIGHT.  TURN RIGHT ON THE GRAVEL ENTRANCE
 DP1210'ROAD AND GO EAST-SOUTHEAST FOR 0.05 MI (0.1 KM) TO THE MARK ON THE
 DP1210'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 33.0 FT (10.1
 DP1210'M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DP1210'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND.
 DP1210'
 DP1210'LOCATED 247.0 FT (75.3 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DP1210'OF LAKESIDE DRIVE WEST, 154.0 FT (46.9 M) EAST-SOUTHEAST OF SURVEY
 DP1210'MARK 25483 A, 36.5 FT (11.1 M) SOUTH-SOUTHWEST OF THE APPROXIMATE
 DP1210'CENTERLINE OF THE GRAVEL ENTRANCE ROAD TO THE BOAT RAMP AND 2.0 FT
 DP1210'(0.6 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DP1210'
 DP1210'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP1210'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP1210
 DP1210                          STATION RECOVERY (2022)
 DP1210
 DP1210'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP1210'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3942 ***********************************************************************
 DP3942  DESIGNATION -  25484 A
 DP3942  PID         -  DP3942
 DP3942  STATE/COUNTY-  FL/HIGHLANDS
 DP3942  COUNTRY     -  US
 DP3942  USGS QUAD   -  SEBRING (2018)
 DP3942
 DP3942                         *CURRENT SURVEY CONTROL
 DP3942  ______________________________________________________________________
 DP3942* NAD 83(1986) POSITION- 27 27 17.5    (N) 081 27 35.3    (W)   HD_HELD2
 DP3942* NAVD 88 ORTHO HEIGHT -    31.870 (meters)      104.56  (feet) ADJUSTED
 DP3942  ______________________________________________________________________
 DP3942  GEOID HEIGHT    -        -25.696 (meters)                     GEOID18
 DP3942  DYNAMIC HEIGHT  -         31.822 (meters)      104.40  (feet) COMP
 DP3942  MODELED GRAVITY -    979,127.5   (mgal)                       NAVD 88
 DP3942
 DP3942  VERT ORDER      -  FIRST     CLASS II
 DP3942
 DP3942.The horizontal coordinates were established by autonomous hand held GPS
 DP3942.observations and have an estimated accuracy of +/- 10 meters.
 DP3942
 DP3942.The orthometric height was determined by differential leveling and
 DP3942.adjusted by the NATIONAL GEODETIC SURVEY
 DP3942.in December 2014.
 DP3942
 DP3942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3942.GEOID18 height accuracy estimate available here.
 DP3942
 DP3942.Click photographs - Photos may exist for this station.
 DP3942
 DP3942.The dynamic height is computed by dividing the NAVD 88
 DP3942.geopotential number by the normal gravity value computed on the
 DP3942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3942.degrees latitude (g = 980.6199 gals.).
 DP3942
 DP3942.The modeled gravity was interpolated from observed gravity values.
 DP3942
 DP3942;                    North         East    Units  Estimated Accuracy
 DP3942;SPC FL E     -   345,887.      154,550.      MT  (+/- 10 meters HH2 GPS)
 DP3942
 DP3942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5456536900(NAD 83)
 DP3942
 DP3942                          SUPERSEDED SURVEY CONTROL
 DP3942
 DP3942.No superseded survey control is available for this station.
 DP3942
 DP3942_MARKER: DD = SURVEY DISK
 DP3942_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3942_STAMPING: 25484 A 2013
 DP3942_MARK LOGO: SWFWMD
 DP3942_PROJECTION: RECESSED 8 CENTIMETERS
 DP3942_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3942+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2022
 DP3942_ROD/PIPE-DEPTH: 19.2 meters
 DP3942
 DP3942  HISTORY     - Date     Condition        Report By
 DP3942  HISTORY     - 20130622 MONUMENTED       FLDEP
 DP3942  HISTORY     - 20220617 GOOD             GEOCAC
 DP3942
 DP3942                          STATION DESCRIPTION
 DP3942
 DP3942'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP3942'THE MARK IS ABOUT 10.1 MI (16.3 KM) SOUTH-SOUTHEAST OF AVON PARK, 7.9
 DP3942'MI (12.7 KM) EAST-NORTHEAST OF CREWSVILLE, 3.0 MI (4.8 KM)
 DP3942'SOUTH-SOUTHWEST OF SEBRING, IN SECTION 7, TOWNSHIP 35 SOUTH, RANGE 29
 DP3942'EAST.
 DP3942'
 DP3942'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP3942'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEABRING, GO NORTH ON U.S.
 DP3942'HIGHWAY 27 FOR 3.5 MI (5.6 KM) TO THE INTERSECTION OF SEABRING DRIVE.
 DP3942'CONTINUE NORTH AND WEST ON U.S. HIGHWAY 27 FOR 0.45 MI (0.7 KM) TO THE
 DP3942'JUNCTION OF SPARTA ROAD ON THE LEFT.  TURN LEFT ON SPARTA ROAD AND GO
 DP3942'SOUTH FOR 1.35 MI (2.2 KM) TO THE JUNCTION OF CAMP SPARTA ROAD ON THE
 DP3942'RIGHT.  TURN RIGHT ON CAMP SPARTA ROAD AND GO WEST FOR 0.55 MI (0.9
 DP3942'KM) TO THE END OF THE ROAD, NOW BY FOOT GO WEST FOR ABOUT 520.0 FT
 DP3942'(158.5 M) TO THE EDGE OF HUCKLEBERRY LAKE AND THE MARK, AN ALUMINUM
 DP3942'ROD DRIVEN TO REFUSAL AT A DEPTH OF 63.0 FT (19.2 M) WITH AN ALUMINUM
 DP3942'DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.4 FT (12 CM)
 DP3942'BELOW THE LEVEL OF THE GROUND.
 DP3942'
 DP3942'LOCATED 99.7 FT (30.4 M) SOUTH OF SURVEY MARK 25484 B, 40.4 FT (12.3
 DP3942'M) NORTHWEST OF THE PROJECTED CENTERLINE OF THE EAST DOCK, 7.2 FT (2.2
 DP3942'M) EAST-NORTHEAST OF A 2.0 FT (0.6 M) TALL 4-INCH (10 CM) SQUARE POST
 DP3942'WITH ROPE BETWEEN POST AND 7.0 FT (2.1 M) EAST-NORTHEAST OF A
 DP3942'CARSONITE WITNESS POST.
 DP3942'
 DP3942'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3942'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3942
 DP3942                          STATION RECOVERY (2022)
 DP3942
 DP3942'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3942'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3943 ***********************************************************************
 DP3943  DESIGNATION -  25484 B
 DP3943  PID         -  DP3943
 DP3943  STATE/COUNTY-  FL/HIGHLANDS
 DP3943  COUNTRY     -  US
 DP3943  USGS QUAD   -  SEBRING (2018)
 DP3943
 DP3943                         *CURRENT SURVEY CONTROL
 DP3943  ______________________________________________________________________
 DP3943* NAD 83(1986) POSITION- 27 27 18.3    (N) 081 27 35.9    (W)   HD_HELD2
 DP3943* NAVD 88 ORTHO HEIGHT -    31.825 (meters)      104.41  (feet) ADJUSTED
 DP3943  ______________________________________________________________________
 DP3943  GEOID HEIGHT    -        -25.696 (meters)                     GEOID18
 DP3943  DYNAMIC HEIGHT  -         31.777 (meters)      104.26  (feet) COMP
 DP3943  MODELED GRAVITY -    979,127.5   (mgal)                       NAVD 88
 DP3943
 DP3943  VERT ORDER      -  FIRST     CLASS II
 DP3943
 DP3943.The horizontal coordinates were established by autonomous hand held GPS
 DP3943.observations and have an estimated accuracy of +/- 10 meters.
 DP3943
 DP3943.The orthometric height was determined by differential leveling and
 DP3943.adjusted by the NATIONAL GEODETIC SURVEY
 DP3943.in December 2014.
 DP3943
 DP3943.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3943.GEOID18 height accuracy estimate available here.
 DP3943
 DP3943.Click photographs - Photos may exist for this station.
 DP3943
 DP3943.The dynamic height is computed by dividing the NAVD 88
 DP3943.geopotential number by the normal gravity value computed on the
 DP3943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3943.degrees latitude (g = 980.6199 gals.).
 DP3943
 DP3943.The modeled gravity was interpolated from observed gravity values.
 DP3943
 DP3943;                    North         East    Units  Estimated Accuracy
 DP3943;SPC FL E     -   345,912.      154,533.      MT  (+/- 10 meters HH2 GPS)
 DP3943
 DP3943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5454836925(NAD 83)
 DP3943
 DP3943                          SUPERSEDED SURVEY CONTROL
 DP3943
 DP3943.No superseded survey control is available for this station.
 DP3943
 DP3943_MARKER: DD = SURVEY DISK
 DP3943_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3943_STAMPING: 25484 B 2013
 DP3943_MARK LOGO: SWFWMD
 DP3943_PROJECTION: RECESSED 10 CENTIMETERS
 DP3943_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP3943_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3943_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3943+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2022
 DP3943_ROD/PIPE-DEPTH: 17.7 meters
 DP3943
 DP3943  HISTORY     - Date     Condition        Report By
 DP3943  HISTORY     - 20130622 MONUMENTED       FLDEP
 DP3943  HISTORY     - 20220617 GOOD             GEOCAC
 DP3943
 DP3943                          STATION DESCRIPTION
 DP3943
 DP3943'DESCRIBED BY FL DEPT OF ENV PRO 2013
 DP3943'THE MARK IS ABOUT 10.1 MI (16.3 KM) SOUTH-SOUTHEAST OF AVON PARK, 7.9
 DP3943'MI (12.7 KM) EAST-NORTHEAST OF CREWSVILLE, 3.0 MI (4.8 KM)
 DP3943'SOUTH-SOUTHWEST OF SEBRING, IN SECTION 7, TOWNSHIP 35 SOUTH, RANGE 29
 DP3943'EAST.
 DP3943'
 DP3943'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP3943'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEABRING, GO NORTH ON U.S.
 DP3943'HIGHWAY 27 FOR 3.5 MI (5.6 KM) TO THE INTERSECTION OF SEABRING DRIVE.
 DP3943'CONTINUE NORTH AND WEST ON U.S. HIGHWAY 27 FOR 0.45 MI (0.7 KM) TO THE
 DP3943'JUNCTION OF SPARTA ROAD ON THE LEFT.  TURN LEFT ON SPARTA ROAD AND GO
 DP3943'SOUTH FOR 1.35 MI (2.2 KM) TO THE JUNCTION OF CAMP SPARTA ROAD ON THE
 DP3943'RIGHT.  TURN RIGHT ON CAMP SPARTA ROAD AND GO WEST FOR 0.55 MI (0.9
 DP3943'KM) TO THE END OF THE ROAD, NOW BY FOOT GO WEST FOR ABOUT 520.0 FT
 DP3943'(158.5 M) TO THE EDGE OF HUCKLEBERRY LAKE AND THE MARK, AN ALUMINUM
 DP3943'ROD DRIVEN TO REFUSAL AT A DEPTH OF 58.0 FT (17.7 M) WITH AN ALUMINUM
 DP3943'DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW
 DP3943'THE LEVEL OF THE GROUND.
 DP3943'
 DP3943'LOCATED 140.2 FT (42.7 M) NORTH OF THE APPROXIMATE PROJECTED
 DP3943'CENTERLINE OF THE EAST DOCK, 99.7 FT (30.4 M) NORTH OF SURVEY MARK
 DP3943'25484 A, 55.6 FT (16.9 M) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A
 DP3943'10X20 WOODEN STORAGE SHED, 2.3 FT (0.7 M) EAST OF A 2.0 FT (0.6 M)
 DP3943'TALL POST WITH ROPE FENCE AND 2.0 FT (0.6 M) EAST OF A CARSONITE
 DP3943'WITNESS POST.
 DP3943'
 DP3943'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3943'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3943
 DP3943                          STATION RECOVERY (2022)
 DP3943
 DP3943'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3943'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP1212 ***********************************************************************
 DP1212  DESIGNATION -  25487 A
 DP1212  PID         -  DP1212
 DP1212  STATE/COUNTY-  FL/HIGHLANDS
 DP1212  COUNTRY     -  US
 DP1212  USGS QUAD   -  SEBRING (2018)
 DP1212
 DP1212                         *CURRENT SURVEY CONTROL
 DP1212  ______________________________________________________________________
 DP1212* NAD 83(1986) POSITION- 27 26 35.3    (N) 081 29 00.4    (W)   HD_HELD2
 DP1212* NAVD 88 ORTHO HEIGHT -    40.002 (meters)      131.24  (feet) ADJUSTED
 DP1212  ______________________________________________________________________
 DP1212  GEOID HEIGHT    -        -25.615 (meters)                     GEOID18
 DP1212  DYNAMIC HEIGHT  -         39.942 (meters)      131.04  (feet) COMP
 DP1212  MODELED GRAVITY -    979,128.3   (mgal)                       NAVD 88
 DP1212
 DP1212  VERT ORDER      -  SECOND    CLASS I
 DP1212
 DP1212.The horizontal coordinates were established by autonomous hand held GPS
 DP1212.observations and have an estimated accuracy of +/- 10 meters.
 DP1212
 DP1212.The orthometric height was determined by differential leveling and
 DP1212.adjusted by the NATIONAL GEODETIC SURVEY
 DP1212.in January 2014.
 DP1212
 DP1212.No vertical observational check was made to the station.
 DP1212
 DP1212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1212.GEOID18 height accuracy estimate available here.
 DP1212
 DP1212.Click photographs - Photos may exist for this station.
 DP1212
 DP1212.The dynamic height is computed by dividing the NAVD 88
 DP1212.geopotential number by the normal gravity value computed on the
 DP1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1212.degrees latitude (g = 980.6199 gals.).
 DP1212
 DP1212.The modeled gravity was interpolated from observed gravity values.
 DP1212
 DP1212;                    North         East    Units  Estimated Accuracy
 DP1212;SPC FL E     -   344,597.      152,208.      MT  (+/- 10 meters HH2 GPS)
 DP1212
 DP1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5222435611(NAD 83)
 DP1212
 DP1212                          SUPERSEDED SURVEY CONTROL
 DP1212
 DP1212.No superseded survey control is available for this station.
 DP1212
 DP1212_MARKER: DD = SURVEY DISK
 DP1212_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1212_STAMPING: 25487 A 2013
 DP1212_MARK LOGO: SWFWMD
 DP1212_PROJECTION: RECESSED 5 CENTIMETERS
 DP1212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP1212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1212+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2022
 DP1212_ROD/PIPE-DEPTH: 13.1 meters
 DP1212
 DP1212  HISTORY     - Date     Condition        Report By
 DP1212  HISTORY     - 20130723 MONUMENTED       FLDEP
 DP1212  HISTORY     - 20220617 GOOD             GEOCAC
 DP1212
 DP1212                          STATION DESCRIPTION
 DP1212
 DP1212'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP1212'THE MARK IS ABOUT 9.5 MI (15.3 KM) SOUTH OF AVON PARK, 6.7 MI (10.8
 DP1212'KM) EAST-NORTHEAST OF CREWSVILLE, 3.6 MI (5.8 KM) SOUTHWEST OF
 DP1212'SEBRING, IN SECTION 11, TOWNSHIP 35 SOUTH, RANGE 28 EAST.
 DP1212'
 DP1212'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP1212'HIGHWAY 27 ABOUT 5.5 MI (8.8 KM) SOUTH OF SEBRING, GO WEST ON STATE
 DP1212'ROAD 66 FOR 3.65 MI (5.9 KM) TO THE JUNCTION OF SHASTA DAISY BOULEVARD
 DP1212'ON THE RIGHT.  TURN RIGHT ON SHASTA DAISY BOULEVARD AND GO NORTH FOR
 DP1212'0.3 MI (0.5 KM) TO THE T-JUNCTION OF VIBURNUM DRIVE.  TURN LEFT ON
 DP1212'VIBURNUM DRIVE AND GO WEST FOR 0.25 MI (0.4 KM) TO THE T-JUNCTION OF
 DP1212'WISTERIA PLACE.  TURN RIGHT ON WISTERIA PLACE AND GO NORTH FOR 0.05 MI
 DP1212'(0.1 KM) TO THE JUNCTION OF VIOLET TERRACE ON THE LEFT.  TURN LEFT ON
 DP1212'VIOLET TERRACE AND GO WEST FOR 0.15 MI (0.2 KM) TO A 90 DEGREE TURN TO
 DP1212'THE RIGHT, WHERE THE ROAD TURNS INTO LAKESIDE DRIVE WEST, BEAR RIGHT
 DP1212'ON LAKESIDE DRIVE WEST AND GO NORTH FOR 0.45 MI (0.7 KM) TO THE
 DP1212'INTERSECTION OF RISE TERRACE ON THE LEFT AND A GRAVEL ENTRANCE ROAD TO
 DP1212'A PUBLIC BOAT RAMP ON THE RIGHT.  TURN LEFT ON RISE TERRACE ROAD AND
 DP1212'GO WEST FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF WHITE CEDAR ROAD ON
 DP1212'THE RIGHT.  TURN RIGHT ON WHITE CEDAR ROAD AND GO NORTH FOR 0.3 MI
 DP1212'(0.5 KM) TO THE T-JUNCTION OF QUEEN AVENUE.  TURN LEFT ON QUEEN AVENUE
 DP1212'AND GO WEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF GOLDEN ROAD ON THE
 DP1212'RIGHT.  TURN RIGHT ON GOLDEN ROAD AND GO NORTH FOR 0.6 MI (1.0 KM) TO
 DP1212'THE T-JUNCTION OF WOODBURY ROAD.  TURN LEFT ON WOODBURY ROAD AND GO
 DP1212'WEST FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF KEY LAKE DRIVE ON THE
 DP1212'LEFT AND LAKEWOOD ROAD ON THE RIGHT.  TURN RIGHT ON LAKEWOOD ROAD AND
 DP1212'GO NORTH FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF GARDENIA ROAD ON THE
 DP1212'LEFT.  CONTINUE NORTH ON LAKEWOOD ROAD FOR 0.05 MI (0.1 KM) TO THE
 DP1212'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 43.0
 DP1212'FT (13.1 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DP1212'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 2.0 FT (0.6
 DP1212'M) BELOW THE LEVEL OF LAKEWOOD ROAD.
 DP1212'
 DP1212'LOCATED 186.0 FT (56.7 M) SOUTHWEST OF SURVEY MARK 25487 B, 154.5 FT
 DP1212'(47.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF GARDENIA ROAD, 26.6 FT
 DP1212'(8.1 M) WEST OF THE APPROXIMATE CENTERLINE OF LAKEWOOD ROAD, 5.5 FT
 DP1212'(1.7 M) EAST OF A WOODEN POWER POLE WITH TRANSFORMER NUMBER 6738454
 DP1212'AND 5.0 FT (1.5 M) EAST OF A CARSONITE WITNESS POST.
 DP1212'
 DP1212'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP1212'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP1212
 DP1212                          STATION RECOVERY (2022)
 DP1212
 DP1212'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP1212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP1213 ***********************************************************************
 DP1213  DESIGNATION -  25487 B
 DP1213  PID         -  DP1213
 DP1213  STATE/COUNTY-  FL/HIGHLANDS
 DP1213  COUNTRY     -  US
 DP1213  USGS QUAD   -  SEBRING (2018)
 DP1213
 DP1213                         *CURRENT SURVEY CONTROL
 DP1213  ______________________________________________________________________
 DP1213* NAD 83(1986) POSITION- 27 26 37.0    (N) 081 28 59.5    (W)   HD_HELD2
 DP1213* NAVD 88 ORTHO HEIGHT -    40.602 (meters)      133.21  (feet) ADJUSTED
 DP1213  ______________________________________________________________________
 DP1213  GEOID HEIGHT    -        -25.617 (meters)                     GEOID18
 DP1213  DYNAMIC HEIGHT  -         40.540 (meters)      133.01  (feet) COMP
 DP1213  MODELED GRAVITY -    979,128.3   (mgal)                       NAVD 88
 DP1213
 DP1213  VERT ORDER      -  SECOND    CLASS I
 DP1213
 DP1213.The horizontal coordinates were established by autonomous hand held GPS
 DP1213.observations and have an estimated accuracy of +/- 10 meters.
 DP1213
 DP1213.The orthometric height was determined by differential leveling and
 DP1213.adjusted by the NATIONAL GEODETIC SURVEY
 DP1213.in January 2014.
 DP1213
 DP1213.No vertical observational check was made to the station.
 DP1213
 DP1213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1213.GEOID18 height accuracy estimate available here.
 DP1213
 DP1213.Click photographs - Photos may exist for this station.
 DP1213
 DP1213.The dynamic height is computed by dividing the NAVD 88
 DP1213.geopotential number by the normal gravity value computed on the
 DP1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1213.degrees latitude (g = 980.6199 gals.).
 DP1213
 DP1213.The modeled gravity was interpolated from observed gravity values.
 DP1213
 DP1213;                    North         East    Units  Estimated Accuracy
 DP1213;SPC FL E     -   344,649.      152,233.      MT  (+/- 10 meters HH2 GPS)
 DP1213
 DP1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5224835663(NAD 83)
 DP1213
 DP1213                          SUPERSEDED SURVEY CONTROL
 DP1213
 DP1213.No superseded survey control is available for this station.
 DP1213
 DP1213_MARKER: DD = SURVEY DISK
 DP1213_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP1213+WITH SETTING: PAVEMENT
 DP1213_SP_SET: SLAB
 DP1213_STAMPING: 25487 B 2013
 DP1213_MARK LOGO: FLDEP
 DP1213_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP1213+STABILITY: SURFACE MOTION
 DP1213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1213+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2022
 DP1213
 DP1213  HISTORY     - Date     Condition        Report By
 DP1213  HISTORY     - 20130709 MONUMENTED       FLDEP
 DP1213  HISTORY     - 20220617 GOOD             GEOCAC
 DP1213
 DP1213                          STATION DESCRIPTION
 DP1213
 DP1213'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP1213'THE MARK IS ABOUT 9.5 MI (15.3 KM) SOUTH OF AVON PARK, 6.7 MI (10.8
 DP1213'KM) EAST-NORTHEAST OF CREWSVILLE, 3.6 MI (5.8 KM) SOUTHWEST OF
 DP1213'SEBRING, IN SECTION 11, TOWNSHIP 35 SOUTH, RANGE 28 EAST.
 DP1213'
 DP1213'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP1213'HIGHWAY 27 ABOUT 5.5 MI (8.8 KM) SOUTH OF SEBRING, GO WEST ON STATE
 DP1213'ROAD 66 FOR 3.65 MI (5.9 KM) TO THE JUNCTION OF SHASTA DAISY BOULEVARD
 DP1213'ON THE RIGHT.  TURN RIGHT ON SHASTA DAISY BOULEVARD AND GO NORTH FOR
 DP1213'0.3 MI (0.5 KM) TO THE T-JUNCTION OF VIBURNUM DRIVE.  TURN LEFT ON
 DP1213'VIBURNUM DRIVE AND GO WEST FOR 0.25 MI (0.4 KM) TO THE T-JUNCTION OF
 DP1213'WISTERIA PLACE.  TURN RIGHT ON WISTERIA PLACE AND GO NORTH FOR 0.05 MI
 DP1213'(0.1 KM) TO THE JUNCTION OF VIOLET TERRACE ON THE LEFT.  TURN LEFT ON
 DP1213'VIOLET TERRACE AND GO WEST FOR 0.15 MI (0.2 KM) TO A 90 DEGREE TURN TO
 DP1213'THE RIGHT, WHERE THE ROAD TURNS INTO LAKESIDE DRIVE WEST, BEAR RIGHT
 DP1213'ON LAKESIDE DRIVE WEST AND GO NORTH FOR 0.45 MI (0.7 KM) TO THE
 DP1213'INTERSECTION OF RISE TERRACE ON THE LEFT AND A GRAVEL ENTRANCE ROAD TO
 DP1213'A PUBLIC BOAT RAMP ON THE RIGHT.  TURN LEFT ON RISE TERRACE ROAD AND
 DP1213'GO EAST FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF WHITE CEDAR ROAD ON
 DP1213'THE RIGHT.  TURN RIGHT ON WHITE CEDAR ROAD AND GO NORTH FOR 0.3 MI
 DP1213'(0.5 KM) TO THE T-JUNCTION OF QUEEN AVENUE.  TURN LEFT ON QUEEN AVENUE
 DP1213'AND GO WEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF GOLDEN ROAD ON THE
 DP1213'RIGHT.  TURN RIGHT ON GOLDEN ROAD AND GO NORTH FOR 0.6 MI (1.0 KM) TO
 DP1213'THE T-JUNCTION OF WOODBURY ROAD.  TURN LEFT ON WOODBURY ROAD AND GO
 DP1213'WEST FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF KEY LAKE DRIVE ON THE
 DP1213'LEFT AND LAKEWOOD ROAD ON THE RIGHT.  TURN RIGHT ON LAKEWOOD ROAD AND
 DP1213'GO NORTH FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF GARDENIA ROAD ON THE
 DP1213'LEFT.  CONTINUE NORTH ON LAKEWOOD ROAD FOR 0.05 MI (0.1 KM) TO THE
 DP1213'MARK ON THE RIGHT, SET FLUSH IN THE SOUTHWEST CORNER OF A CONCRETE
 DP1213'ELECTRICAL TRANSFORMER BOX FOUNDATION PAD.
 DP1213'
 DP1213'LOCATED 186.0 FT (56.7 M) NORTHEAST OF SURVEY MARK 25487 A, 50.6 FT
 DP1213'(15.4 M) EAST OF THE APPROXIMATE CENTERLINE OF LAKEWOOD ROAD, 31.4 FT
 DP1213'(9.6 M) NORTHEAST OF A POWER POLE WITH A LIGHT NUMBER A78366 AND 26.5
 DP1213'FT (8.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY AT
 DP1213'ADDRESS 5334 LAKEWOOD DRIVE.
 DP1213
 DP1213                          STATION RECOVERY (2022)
 DP1213
 DP1213'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP1213'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0089 ***********************************************************************
 AL0089  DESIGNATION -  255
 AL0089  PID         -  AL0089
 AL0089  STATE/COUNTY-  FL/PINELLAS
 AL0089  COUNTRY     -  US
 AL0089  USGS QUAD   -  OLDSMAR (2018)
 AL0089
 AL0089                         *CURRENT SURVEY CONTROL
 AL0089  ______________________________________________________________________
 AL0089* NAD 83(1986) POSITION- 28 01 19.     (N) 082 44 17.     (W)   SCALED
 AL0089* NAVD 88 ORTHO HEIGHT -    21.551 (meters)       70.71  (feet) ADJUSTED
 AL0089  ______________________________________________________________________
 AL0089  GEOID HEIGHT    -        -24.839 (meters)                     GEOID18
 AL0089  DYNAMIC HEIGHT  -         21.519 (meters)       70.60  (feet) COMP
 AL0089  MODELED GRAVITY -    979,185.4   (mgal)                       NAVD 88
 AL0089
 AL0089  VERT ORDER      -  SECOND    CLASS II
 AL0089
 AL0089.The horizontal coordinates were scaled from a map and have
 AL0089.an estimated accuracy of +/- 6 seconds.
 AL0089
 AL0089.The orthometric height was determined by differential leveling and
 AL0089.adjusted by the NATIONAL GEODETIC SURVEY
 AL0089.in June 1991.
 AL0089
 AL0089.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0089.GEOID18 height accuracy estimate available here.
 AL0089
 AL0089.Click photographs - Photos may exist for this station.
 AL0089
 AL0089.The dynamic height is computed by dividing the NAVD 88
 AL0089.geopotential number by the normal gravity value computed on the
 AL0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0089.degrees latitude (g = 980.6199 gals.).
 AL0089
 AL0089.The modeled gravity was interpolated from observed gravity values.
 AL0089
 AL0089;                    North         East    Units  Estimated Accuracy
 AL0089;SPC FL W     -   408,860.      127,420.      MT  (+/- 180 meters Scaled)
 AL0089
 AL0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM291008(NAD 83)
 AL0089
 AL0089                          SUPERSEDED SURVEY CONTROL
 AL0089
 AL0089  NGVD 29 (??/??/92)   21.811  (m)           71.56   (f) ADJ UNCH    2 2
 AL0089
 AL0089.Superseded values are not recommended for survey control.
 AL0089
 AL0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0089.See file dsdata.pdf to determine how the superseded data were derived.
 AL0089
 AL0089_MARKER: DD = SURVEY DISK
 AL0089_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0089_SP_SET: CULVERT HEADWALL
 AL0089_STAMPING: 255
 AL0089_MARK LOGO: FLSRD
 AL0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0089+STABILITY: SURFACE MOTION
 AL0089
 AL0089  HISTORY     - Date     Condition        Report By
 AL0089  HISTORY     - UNK      MONUMENTED       FLHD
 AL0089  HISTORY     - 1976     GOOD             FLDT
 AL0089
 AL0089                          STATION DESCRIPTION
 AL0089
 AL0089'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0089'AT CLEARWATER.
 AL0089'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0089'584, RUN SOUTHERLY ON U.S. 19 FOR 3.25 MILE.  STATION ON LEFT,
 AL0089'62.0 FT. EAST OF THE CENTERLINE OF U.S. 19, 41.0 FT. SW OF
 AL0089'POWER POLE, NUMBER 6A-13105-R.  SET IN TOP OF CONCRETE
 AL0089'HEADWALL.  SECTION 30, T28S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3899 ***********************************************************************
 DP3899  DESIGNATION -  25501 A
 DP3899  PID         -  DP3899
 DP3899  STATE/COUNTY-  FL/HIGHLANDS
 DP3899  COUNTRY     -  US
 DP3899  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3899
 DP3899                         *CURRENT SURVEY CONTROL
 DP3899  ______________________________________________________________________
 DP3899* NAD 83(1986) POSITION- 27 35 18.6    (N) 081 28 08.0    (W)   HD_HELD2
 DP3899* NAVD 88 ORTHO HEIGHT -    34.330 (meters)      112.63  (feet) ADJUSTED
 DP3899  ______________________________________________________________________
 DP3899  GEOID HEIGHT    -        -26.051 (meters)                     GEOID18
 DP3899  DYNAMIC HEIGHT  -         34.278 (meters)      112.46  (feet) COMP
 DP3899  MODELED GRAVITY -    979,126.6   (mgal)                       NAVD 88
 DP3899
 DP3899  VERT ORDER      -  FIRST     CLASS II
 DP3899
 DP3899.The horizontal coordinates were established by autonomous hand held GPS
 DP3899.observations and have an estimated accuracy of +/- 10 meters.
 DP3899
 DP3899.The orthometric height was determined by differential leveling and
 DP3899.adjusted by the NATIONAL GEODETIC SURVEY
 DP3899.in February 2015.
 DP3899
 DP3899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3899.GEOID18 height accuracy estimate available here.
 DP3899
 DP3899.Click photographs - Photos may exist for this station.
 DP3899
 DP3899.The dynamic height is computed by dividing the NAVD 88
 DP3899.geopotential number by the normal gravity value computed on the
 DP3899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3899.degrees latitude (g = 980.6199 gals.).
 DP3899
 DP3899.The modeled gravity was interpolated from observed gravity values.
 DP3899
 DP3899;                    North         East    Units  Estimated Accuracy
 DP3899;SPC FL E     -   360,699.      153,708.      MT  (+/- 10 meters HH2 GPS)
 DP3899
 DP3899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5372351707(NAD 83)
 DP3899
 DP3899                          SUPERSEDED SURVEY CONTROL
 DP3899
 DP3899.No superseded survey control is available for this station.
 DP3899
 DP3899_MARKER: DD = SURVEY DISK
 DP3899_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3899_STAMPING: 25501 A 2013
 DP3899_MARK LOGO: SWFWMD
 DP3899_PROJECTION: RECESSED 8 CENTIMETERS
 DP3899_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3899+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2022
 DP3899_ROD/PIPE-DEPTH: 12.8 meters
 DP3899
 DP3899  HISTORY     - Date     Condition        Report By
 DP3899  HISTORY     - 20130620 MONUMENTED       FLDEP
 DP3899  HISTORY     - 20220630 GOOD             GEOCAC
 DP3899
 DP3899                          STATION DESCRIPTION
 DP3899
 DP3899'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3899'THE MARK IS ABOUT 10.8 MI (17.4 KM) EAST-SOUTHEAST OF BEREAH, 6.6 MI
 DP3899'(10.6 KM) NORTH-NORTHWEST OF SEBRING, 2.4 MI (3.9 KM) EAST-SOUTHEAST
 DP3899'OF AVON PARK, IN SECTION 24, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3899'
 DP3899'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3899'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO EAST
 DP3899'ON STATE ROAD 17 SOUTH (MAIN STREET) BECOMING COUNTY ROAD 64 FOR 2.0
 DP3899'MI (3.2 KM) TO THE INTERSECTION OF COUNTY ROAD 17A.  TURN RIGHT ON
 DP3899'COUNTY ROAD 17A SOUTH AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE
 DP3899'INTERSECTION OF STATE ROAD 17.  TURN LEFT ON STATE ROAD 17 AND GO EAST
 DP3899'FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF SEARS ROAD ON THE LEFT.  TURN
 DP3899'LEFT ON SEARS ROAD AND GO EAST FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF
 DP3899'LAKE ANGELO DRIVE ON THE RIGHT.  CONTINUE EAST ON SEARS ROAD FOR 0.05
 DP3899'MI (0.1 KM) TO A DRIVEWAY AT 1642 SEARS ROAD ON THE RIGHT AND THE MARK
 DP3899'ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 42.0 FT
 DP3899'(12.8 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DP3899'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT
 DP3899'(0.3 M) BELOW THE LEVEL OF SEARS ROAD.
 DP3899'
 DP3899'LOCATED 47.0 FT (14.3 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DP3899'OF THE DRIVEWAY AT 1642 SEARS ROAD, 25.3 FT (7.7 M) NORTH-NORTHWEST OF
 DP3899'THE APPROXIMATE CENTERLINE OF SEARS ROAD, 2.6 FT (0.8 M)
 DP3899'SOUTH-SOUTHEAST OF A WOODEN POWER POLE AND 2.0 FT (0.6 M)
 DP3899'SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST.
 DP3899'
 DP3899'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3899'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3899
 DP3899                          STATION RECOVERY (2022)
 DP3899
 DP3899'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3899'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3900 ***********************************************************************
 DP3900  DESIGNATION -  25501 B
 DP3900  PID         -  DP3900
 DP3900  STATE/COUNTY-  FL/HIGHLANDS
 DP3900  COUNTRY     -  US
 DP3900  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3900
 DP3900                         *CURRENT SURVEY CONTROL
 DP3900  ______________________________________________________________________
 DP3900* NAD 83(1986) POSITION- 27 35 16.5    (N) 081 28 06.2    (W)   HD_HELD2
 DP3900* NAVD 88 ORTHO HEIGHT -    30.651 (meters)      100.56  (feet) ADJUSTED
 DP3900  ______________________________________________________________________
 DP3900  GEOID HEIGHT    -        -26.051 (meters)                     GEOID18
 DP3900  DYNAMIC HEIGHT  -         30.604 (meters)      100.41  (feet) COMP
 DP3900  MODELED GRAVITY -    979,126.6   (mgal)                       NAVD 88
 DP3900
 DP3900  VERT ORDER      -  FIRST     CLASS II
 DP3900
 DP3900.The horizontal coordinates were established by autonomous hand held GPS
 DP3900.observations and have an estimated accuracy of +/- 10 meters.
 DP3900
 DP3900.The orthometric height was determined by differential leveling and
 DP3900.adjusted by the NATIONAL GEODETIC SURVEY
 DP3900.in February 2015.
 DP3900
 DP3900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3900.GEOID18 height accuracy estimate available here.
 DP3900
 DP3900.Click photographs - Photos may exist for this station.
 DP3900
 DP3900.The dynamic height is computed by dividing the NAVD 88
 DP3900.geopotential number by the normal gravity value computed on the
 DP3900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3900.degrees latitude (g = 980.6199 gals.).
 DP3900
 DP3900.The modeled gravity was interpolated from observed gravity values.
 DP3900
 DP3900;                    North         East    Units  Estimated Accuracy
 DP3900;SPC FL E     -   360,634.      153,757.      MT  (+/- 10 meters HH2 GPS)
 DP3900
 DP3900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5377251642(NAD 83)
 DP3900
 DP3900                          SUPERSEDED SURVEY CONTROL
 DP3900
 DP3900.No superseded survey control is available for this station.
 DP3900
 DP3900_MARKER: DD = SURVEY DISK
 DP3900_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3900_STAMPING: 25501 B 2013
 DP3900_MARK LOGO: SWFWMD
 DP3900_PROJECTION: RECESSED 8 CENTIMETERS
 DP3900_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3900_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3900+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2022
 DP3900_ROD/PIPE-DEPTH: 11.6 meters
 DP3900
 DP3900  HISTORY     - Date     Condition        Report By
 DP3900  HISTORY     - 20130620 MONUMENTED       FLDEP
 DP3900  HISTORY     - 20220630 GOOD             GEOCAC
 DP3900
 DP3900                          STATION DESCRIPTION
 DP3900
 DP3900'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3900'THE MARK IS ABOUT 10.8 MI (17.4 KM) EAST-SOUTHEAST OF BEREAH, 6.6 MI
 DP3900'(10.6 KM) NORTH-NORTHWEST OF SEBRING, 2.4 MI (3.9 KM) EAST-SOUTHEAST
 DP3900'OF AVON PARK, IN SECTION 25, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3900'
 DP3900'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3900'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO EAST
 DP3900'ON STATE ROAD 17 SOUTH (MAIN STREET) BECOMING COUNTY ROAD 64 FOR 2.0
 DP3900'MI (3.2 KM) TO THE INTERSECTION OF COUNTY ROAD 17A.  TURN RIGHT ON
 DP3900'COUNTY ROAD 17A SOUTH AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE
 DP3900'INTERSECTION OF STATE ROAD 17.  TURN LEFT ON STATE ROAD 17 AND GO EAST
 DP3900'FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF SEARS ROAD ON THE LEFT.  TURN
 DP3900'LEFT ON SEARS ROAD AND GO EAST FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF
 DP3900'LAKE ANGELO DRIVE ON THE RIGHT.  CONTINUE EAST ON SEARS ROAD FOR 0.05
 DP3900'MI (0.1 KM) TO A DRIVEWAY AT 1642 SEARS ROAD (JAY LOUKE RESIDENCE) ON
 DP3900'THE RIGHT AND THE MARK NEAR A STAFF GAUGE IN THE BACK YARD OF THE
 DP3900'RESIDENCE ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DP3900'OF 38.0 FT (11.6 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM)
 DP3900'PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND
 DP3900'ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF SEARS ROAD.
 DP3900'
 DP3900'LOCATED 240.0 FT (73.2 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DP3900'SEARS ROAD, 92.9 FT (28.3 M) NORTHWEST OF THE STAFF GAUGE, 3.0 FT (0.9
 DP3900'M) NORTHEAST OF THE CHAIN LINK FENCE END POST AND 2.0 FT (0.6 M)
 DP3900'NORTHEAST OF A CARSONITE WITNESS POST.
 DP3900'
 DP3900'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3900'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3900
 DP3900                          STATION RECOVERY (2022)
 DP3900
 DP3900'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3900'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3892 ***********************************************************************
 DP3892  DESIGNATION -  25505 A
 DP3892  PID         -  DP3892
 DP3892  STATE/COUNTY-  FL/HIGHLANDS
 DP3892  COUNTRY     -  US
 DP3892  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3892
 DP3892                         *CURRENT SURVEY CONTROL
 DP3892  ______________________________________________________________________
 DP3892* NAD 83(1986) POSITION- 27 35 49.9    (N) 081 29 57.7    (W)   HD_HELD2
 DP3892* NAVD 88 ORTHO HEIGHT -    36.487 (meters)      119.71  (feet) ADJUSTED
 DP3892  ______________________________________________________________________
 DP3892  GEOID HEIGHT    -        -26.001 (meters)                     GEOID18
 DP3892  DYNAMIC HEIGHT  -         36.432 (meters)      119.53  (feet) COMP
 DP3892  MODELED GRAVITY -    979,126.9   (mgal)                       NAVD 88
 DP3892
 DP3892  VERT ORDER      -  FIRST     CLASS II
 DP3892
 DP3892.The horizontal coordinates were established by autonomous hand held GPS
 DP3892.observations and have an estimated accuracy of +/- 10 meters.
 DP3892
 DP3892.The orthometric height was determined by differential leveling and
 DP3892.adjusted by the NATIONAL GEODETIC SURVEY
 DP3892.in February 2015.
 DP3892
 DP3892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3892.GEOID18 height accuracy estimate available here.
 DP3892
 DP3892.Click photographs - Photos may exist for this station.
 DP3892
 DP3892.The dynamic height is computed by dividing the NAVD 88
 DP3892.geopotential number by the normal gravity value computed on the
 DP3892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3892.degrees latitude (g = 980.6199 gals.).
 DP3892
 DP3892.The modeled gravity was interpolated from observed gravity values.
 DP3892
 DP3892;                    North         East    Units  Estimated Accuracy
 DP3892;SPC FL E     -   361,674.      150,703.      MT  (+/- 10 meters HH2 GPS)
 DP3892
 DP3892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5071952682(NAD 83)
 DP3892
 DP3892                          SUPERSEDED SURVEY CONTROL
 DP3892
 DP3892.No superseded survey control is available for this station.
 DP3892
 DP3892_MARKER: DD = SURVEY DISK
 DP3892_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3892_STAMPING: 25505 A 2013
 DP3892_MARK LOGO: SWFWMD
 DP3892_PROJECTION: RECESSED 8 CENTIMETERS
 DP3892_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3892+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2013
 DP3892_ROD/PIPE-DEPTH: 8.4 meters
 DP3892
 DP3892  HISTORY     - Date     Condition        Report By
 DP3892  HISTORY     - 20130619 MONUMENTED       FLDEP
 DP3892  HISTORY     - 20180416 GOOD             AMEC
 DP3892  HISTORY     - 20220624 MARK NOT FOUND   GEOCAC
 DP3892
 DP3892                          STATION DESCRIPTION
 DP3892
 DP3892'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3892'THE MARK IS ABOUT 8.9 MI (14.3 KM) EAST-SOUTHEAST OF BEREAH, 7.9 MI
 DP3892'(12.7 KM) NORTH-NORTHWEST OF SEBRING, IN THE TOWN OF AVON PARK, IN
 DP3892'SECTION 22, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3892'
 DP3892'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3892'17 SOUTH AND U.S. HIGHWAY 27 IN AVON PARK, GO EAST ON STATE ROAD 17
 DP3892'SOUTH (WEST MAIN STREET) FOR 0.85 MI (1.4 KM) TO THE JUNCTION OF NORTH
 DP3892'VERONA AVENUE ON THE LEFT.  TURN LEFT ON NORTH VERONA AVENUE AND GO
 DP3892'NORTH FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF CHURCH STREET.  TURN
 DP3892'RIGHT ON CHURCH STREET AND GO EAST FOR ABOUT 350.0 FT (106.7 M) TO THE
 DP3892'LAKE VERONA BOAT RAMP, A STAFF GAUGE AND THE MARK ON THE RIGHT, AN
 DP3892'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 27.6 FT (8.4 M) WITH AN
 DP3892'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9
 DP3892'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.3 FT (9 CM) BELOW THE
 DP3892'LEVEL OF THE BOAT RAMP.
 DP3892'
 DP3892'LOCATED 101.2 FT (30.8 M) SOUTH OF SURVEY MARK 25505 B, 31.2 FT (9.5
 DP3892'M) EAST-NORTHEAST OF A CREPE MYRTLE TREE, 16.2 FT (4.9 M) SOUTH OF THE
 DP3892'APPROXIMATE CENTERLINE OF THE BOAT RAMP, 1.6 FT (0.5 M) WEST OF A
 DP3892'METAL SIGN POST AND 1.5 FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
 DP3892'
 DP3892'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3892'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3892
 DP3892                          STATION RECOVERY (2018)
 DP3892
 DP3892'RECOVERY NOTE BY AMEC EARTH & ENVIRONMENTAL 2018 (JH)
 DP3892'RECOVERED IN GOOD CONDITION.
 DP3892
 DP3892                          STATION RECOVERY (2022)
 DP3892
 DP3892'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3892'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3893 ***********************************************************************
 DP3893  DESIGNATION -  25505 B
 DP3893  PID         -  DP3893
 DP3893  STATE/COUNTY-  FL/HIGHLANDS
 DP3893  COUNTRY     -  US
 DP3893  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3893
 DP3893                         *CURRENT SURVEY CONTROL
 DP3893  ______________________________________________________________________
 DP3893* NAD 83(1986) POSITION- 27 35 50.9    (N) 081 29 57.7    (W)   HD_HELD2
 DP3893* NAVD 88 ORTHO HEIGHT -    36.323 (meters)      119.17  (feet) ADJUSTED
 DP3893  ______________________________________________________________________
 DP3893  GEOID HEIGHT    -        -26.002 (meters)                     GEOID18
 DP3893  DYNAMIC HEIGHT  -         36.268 (meters)      118.99  (feet) COMP
 DP3893  MODELED GRAVITY -    979,126.9   (mgal)                       NAVD 88
 DP3893
 DP3893  VERT ORDER      -  FIRST     CLASS II
 DP3893
 DP3893.The horizontal coordinates were established by autonomous hand held GPS
 DP3893.observations and have an estimated accuracy of +/- 10 meters.
 DP3893
 DP3893.The orthometric height was determined by differential leveling and
 DP3893.adjusted by the NATIONAL GEODETIC SURVEY
 DP3893.in February 2015.
 DP3893
 DP3893.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3893.GEOID18 height accuracy estimate available here.
 DP3893
 DP3893.Click photographs - Photos may exist for this station.
 DP3893
 DP3893.The dynamic height is computed by dividing the NAVD 88
 DP3893.geopotential number by the normal gravity value computed on the
 DP3893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3893.degrees latitude (g = 980.6199 gals.).
 DP3893
 DP3893.The modeled gravity was interpolated from observed gravity values.
 DP3893
 DP3893;                    North         East    Units  Estimated Accuracy
 DP3893;SPC FL E     -   361,705.      150,703.      MT  (+/- 10 meters HH2 GPS)
 DP3893
 DP3893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5071952713(NAD 83)
 DP3893
 DP3893                          SUPERSEDED SURVEY CONTROL
 DP3893
 DP3893.No superseded survey control is available for this station.
 DP3893
 DP3893_MARKER: DD = SURVEY DISK
 DP3893_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3893_STAMPING: 25505 B 2013
 DP3893_MARK LOGO: SWFWMD
 DP3893_PROJECTION: RECESSED 8 CENTIMETERS
 DP3893_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3893+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2022
 DP3893_ROD/PIPE-DEPTH: 7.4 meters
 DP3893
 DP3893  HISTORY     - Date     Condition        Report By
 DP3893  HISTORY     - 20130619 MONUMENTED       FLDEP
 DP3893  HISTORY     - 20180416 GOOD             AMEC
 DP3893  HISTORY     - 20220624 GOOD             GEOCAC
 DP3893
 DP3893                          STATION DESCRIPTION
 DP3893
 DP3893'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3893'THE MARK IS ABOUT 8.9 MI (14.3 KM) EAST-SOUTHEAST OF BEREAH, 7.9 MI
 DP3893'(12.7 KM) NORTH-NORTHWEST OF SEBRING, IN THE TOWN OF AVON PARK, IN
 DP3893'SECTION 22, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3893'
 DP3893'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3893'17 SOUTH AND U.S. HIGHWAY 27 IN AVON PARK, GO EAST ON STATE ROAD 17
 DP3893'SOUTH (WEST MAIN STREET) FOR 0.85 MI (1.4 KM) TO THE JUNCTION OF NORTH
 DP3893'VERONA AVENUE ON THE LEFT.  TURN LEFT ON NORTH VERONA AVENUE AND GO
 DP3893'NORTH FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF CHURCH STREET.  TURN
 DP3893'RIGHT ON CHURCH STREET AND GO EAST FOR ABOUT 350.0 FT (106.7 M) TO THE
 DP3893'LAKE VERONA BOAT RAMP, A STAFF GAUGE AND THE MARK ON THE LEFT, AN
 DP3893'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 24.3 FT (7.4 M) WITH AN
 DP3893'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9
 DP3893'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.3 FT (9 CM) BELOW THE
 DP3893'LEVEL OF THE BOAT RAMP.
 DP3893'
 DP3893'LOCATED 101.2 FT (30.8 M) NORTH OF SURVEY MARK 25505 A, 86.0 FT (26.2
 DP3893'M) NORTH OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP, 50.2 FT (15.3
 DP3893'M) NORTHEAST OF A STORM SEWER MANHOLE COVER AND 2.0 FT (0.6 M) SOUTH
 DP3893'OF A CARSONITE WITNESS POST.
 DP3893'
 DP3893'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3893'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3893
 DP3893                          STATION RECOVERY (2018)
 DP3893
 DP3893'RECOVERY NOTE BY AMEC EARTH & ENVIRONMENTAL 2018 (JH)
 DP3893'RECOVERED IN GOOD CONDITION.
 DP3893
 DP3893                          STATION RECOVERY (2022)
 DP3893
 DP3893'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3893'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3890 ***********************************************************************
 DP3890  DESIGNATION -  25507 A
 DP3890  PID         -  DP3890
 DP3890  STATE/COUNTY-  FL/HIGHLANDS
 DP3890  COUNTRY     -  US
 DP3890  USGS QUAD   -  AVON PARK (2018)
 DP3890
 DP3890                         *CURRENT SURVEY CONTROL
 DP3890  ______________________________________________________________________
 DP3890* NAD 83(1986) POSITION- 27 35 08.7    (N) 081 30 22.0    (W)   HD_HELD2
 DP3890* NAVD 88 ORTHO HEIGHT -    33.851 (meters)      111.06  (feet) ADJUSTED
 DP3890  ______________________________________________________________________
 DP3890  GEOID HEIGHT    -        -25.959 (meters)                     GEOID18
 DP3890  DYNAMIC HEIGHT  -         33.800 (meters)      110.89  (feet) COMP
 DP3890  MODELED GRAVITY -    979,126.6   (mgal)                       NAVD 88
 DP3890
 DP3890  VERT ORDER      -  FIRST     CLASS II
 DP3890
 DP3890.The horizontal coordinates were established by autonomous hand held GPS
 DP3890.observations and have an estimated accuracy of +/- 10 meters.
 DP3890
 DP3890.The orthometric height was determined by differential leveling and
 DP3890.adjusted by the NATIONAL GEODETIC SURVEY
 DP3890.in February 2015.
 DP3890
 DP3890.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3890.GEOID18 height accuracy estimate available here.
 DP3890
 DP3890.Click photographs - Photos may exist for this station.
 DP3890
 DP3890.The dynamic height is computed by dividing the NAVD 88
 DP3890.geopotential number by the normal gravity value computed on the
 DP3890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3890.degrees latitude (g = 980.6199 gals.).
 DP3890
 DP3890.The modeled gravity was interpolated from observed gravity values.
 DP3890
 DP3890;                    North         East    Units  Estimated Accuracy
 DP3890;SPC FL E     -   360,408.      150,031.      MT  (+/- 10 meters HH2 GPS)
 DP3890
 DP3890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5004851417(NAD 83)
 DP3890
 DP3890                          SUPERSEDED SURVEY CONTROL
 DP3890
 DP3890.No superseded survey control is available for this station.
 DP3890
 DP3890_MARKER: DD = SURVEY DISK
 DP3890_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3890_STAMPING: 25507 A 2013
 DP3890_MARK LOGO: SWFWMD
 DP3890_PROJECTION: RECESSED 8 CENTIMETERS
 DP3890_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3890+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2022
 DP3890_ROD/PIPE-DEPTH: 14.9 meters
 DP3890
 DP3890  HISTORY     - Date     Condition        Report By
 DP3890  HISTORY     - 20130622 MONUMENTED       FLDEP
 DP3890  HISTORY     - 20220630 GOOD             GEOCAC
 DP3890
 DP3890                          STATION DESCRIPTION
 DP3890
 DP3890'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3890'THE MARK IS ABOUT 9.0 MI (14.5 KM) SOUTHEAST OF BEREAH, 7.4 MI (11.9
 DP3890'KM) NORTH-NORTHWEST OF SEBRING, 0.7 MI (1.1 KM) SOUTH OF AVON PARK, IN
 DP3890'SECTION 27, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3890'
 DP3890'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 AND U.S.
 DP3890'HIGHWAY 27 IN AVON PARK, GO SOUTH ON U.S. HIGHWAY 27 FOR 0.75 MI (1.2
 DP3890'KM) TO THE INTERSECTION OF WEST HAL MCRAE BOULEVARD.  TURN LEFT ON
 DP3890'WEST HAL MCRAE BOULEVARD AND GO EAST FOR 0.5 MI (0.8 KM) TO THE
 DP3890'T-JUNCTION OF SOUTH LAKE BOULEVARD.  TURN LEFT ON SOUTH LAKE BOULEVARD
 DP3890'AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE LAKE TULANE BOAT RAMP, A STAFF
 DP3890'GAUGE AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DP3890'A DEPTH OF 49.0 FT (14.9 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DP3890'(10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND
 DP3890'AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF THE BOAT RAMP.
 DP3890'
 DP3890'LOCATED 129.0 FT (39.3 M) EAST OF THE APPROXIMATE CENTERLINE OF SOUTH
 DP3890'LAKE BOULEVARD, 114.2 FT (34.8 M) SOUTH OF THE APPROXIMATE CENTERLINE
 DP3890'OF THE BOAT RAMP, 104.0 FT (31.7 M) SOUTH OF SURVEY MARK 25507 B AND
 DP3890'1.3 FT (0.4 M) WEST OF A CARSONITE WITNESS POST.
 DP3890'
 DP3890'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3890'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3890
 DP3890                          STATION RECOVERY (2022)
 DP3890
 DP3890'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3890'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3891 ***********************************************************************
 DP3891  DESIGNATION -  25507 B
 DP3891  PID         -  DP3891
 DP3891  STATE/COUNTY-  FL/HIGHLANDS
 DP3891  COUNTRY     -  US
 DP3891  USGS QUAD   -  AVON PARK (2018)
 DP3891
 DP3891                         *CURRENT SURVEY CONTROL
 DP3891  ______________________________________________________________________
 DP3891* NAD 83(1986) POSITION- 27 35 09.7    (N) 081 30 22.0    (W)   HD_HELD2
 DP3891* NAVD 88 ORTHO HEIGHT -    34.783 (meters)      114.12  (feet) ADJUSTED
 DP3891  ______________________________________________________________________
 DP3891  GEOID HEIGHT    -        -25.960 (meters)                     GEOID18
 DP3891  DYNAMIC HEIGHT  -         34.730 (meters)      113.94  (feet) COMP
 DP3891  MODELED GRAVITY -    979,126.6   (mgal)                       NAVD 88
 DP3891
 DP3891  VERT ORDER      -  FIRST     CLASS II
 DP3891
 DP3891.The horizontal coordinates were established by autonomous hand held GPS
 DP3891.observations and have an estimated accuracy of +/- 10 meters.
 DP3891
 DP3891.The orthometric height was determined by differential leveling and
 DP3891.adjusted by the NATIONAL GEODETIC SURVEY
 DP3891.in February 2015.
 DP3891
 DP3891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3891.GEOID18 height accuracy estimate available here.
 DP3891
 DP3891.Click photographs - Photos may exist for this station.
 DP3891
 DP3891.The dynamic height is computed by dividing the NAVD 88
 DP3891.geopotential number by the normal gravity value computed on the
 DP3891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3891.degrees latitude (g = 980.6199 gals.).
 DP3891
 DP3891.The modeled gravity was interpolated from observed gravity values.
 DP3891
 DP3891;                    North         East    Units  Estimated Accuracy
 DP3891;SPC FL E     -   360,439.      150,032.      MT  (+/- 10 meters HH2 GPS)
 DP3891
 DP3891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5004851448(NAD 83)
 DP3891
 DP3891                          SUPERSEDED SURVEY CONTROL
 DP3891
 DP3891.No superseded survey control is available for this station.
 DP3891
 DP3891_MARKER: DD = SURVEY DISK
 DP3891_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3891_STAMPING: 25507 B 2013
 DP3891_MARK LOGO: SWFWMD
 DP3891_PROJECTION: RECESSED 8 CENTIMETERS
 DP3891_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3891+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2013
 DP3891_ROD/PIPE-DEPTH: 16.8 meters
 DP3891
 DP3891  HISTORY     - Date     Condition        Report By
 DP3891  HISTORY     - 20130622 MONUMENTED       FLDEP
 DP3891  HISTORY     - 20220630 MARK NOT FOUND   GEOCAC
 DP3891
 DP3891                          STATION DESCRIPTION
 DP3891
 DP3891'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3891'THE MARK IS ABOUT 9.0 MI (14.5 KM) SOUTHEAST OF BEREAH, 7.4 MI (11.9
 DP3891'KM) NORTH-NORTHWEST OF SEBRING, 0.7 MI (1.1 KM) SOUTH OF AVON PARK, IN
 DP3891'SECTION 27, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3891'
 DP3891'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 AND U.S.
 DP3891'HIGHWAY 27 IN AVON PARK, GO SOUTH ON U.S. HIGHWAY 27 FOR 0.75 MI (1.2
 DP3891'KM) TO THE INTERSECTION OF WEST HAL MCRAE BOULEVARD.  TURN LEFT ON
 DP3891'WEST HAL MCRAE BOULEVARD AND GO EAST FOR 0.5 MI (0.8 KM) TO THE
 DP3891'T-JUNCTION OF SOUTH LAKE BOULEVARD.  TURN LEFT ON SOUTH LAKE BOULEVARD
 DP3891'AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE LAKE TULANE BOAT RAMP, A STAFF
 DP3891'GAUGE AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DP3891'A DEPTH OF 55.0 FT (16.8 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DP3891'(10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND
 DP3891'AND ABOUT 0.2 FT (6 CM) BELOW THE LEVEL OF THE BOAT RAMP.
 DP3891'
 DP3891'LOCATED 104.0 FT (31.7 M) NORTH OF SURVEY MARK 25507 A, 92.5 FT (28.2
 DP3891'M) EAST OF THE APPROXIMATE CENTERLINE OF SOUTH LAKE BOULEVARD, 9.7 FT
 DP3891'(3.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP AND 1.7
 DP3891'FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DP3891'
 DP3891'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3891'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3891
 DP3891                          STATION RECOVERY (2022)
 DP3891
 DP3891'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3891'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP1203 ***********************************************************************
 DP1203  DESIGNATION -  25509 A
 DP1203  PID         -  DP1203
 DP1203  STATE/COUNTY-  FL/HIGHLANDS
 DP1203  COUNTRY     -  US
 DP1203  USGS QUAD   -  LAKE ARBUCKLE (2018)
 DP1203
 DP1203                         *CURRENT SURVEY CONTROL
 DP1203  ______________________________________________________________________
 DP1203* NAD 83(1986) POSITION- 27 37 56.5    (N) 081 25 34.4    (W)   HD_HELD2
 DP1203* NAVD 88 ORTHO HEIGHT -    27.573 (meters)       90.46  (feet) ADJUSTED
 DP1203  ______________________________________________________________________
 DP1203  GEOID HEIGHT    -        -26.243 (meters)                     GEOID18
 DP1203  DYNAMIC HEIGHT  -         27.531 (meters)       90.32  (feet) COMP
 DP1203  MODELED GRAVITY -    979,129.8   (mgal)                       NAVD 88
 DP1203
 DP1203  VERT ORDER      -  SECOND    CLASS I
 DP1203
 DP1203.The horizontal coordinates were established by autonomous hand held GPS
 DP1203.observations and have an estimated accuracy of +/- 10 meters.
 DP1203
 DP1203.The orthometric height was determined by differential leveling and
 DP1203.adjusted by the NATIONAL GEODETIC SURVEY
 DP1203.in January 2014.
 DP1203
 DP1203.No vertical observational check was made to the station.
 DP1203
 DP1203.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1203.GEOID18 height accuracy estimate available here.
 DP1203
 DP1203.Click photographs - Photos may exist for this station.
 DP1203
 DP1203.The dynamic height is computed by dividing the NAVD 88
 DP1203.geopotential number by the normal gravity value computed on the
 DP1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1203.degrees latitude (g = 980.6199 gals.).
 DP1203
 DP1203.The modeled gravity was interpolated from observed gravity values.
 DP1203
 DP1203;                    North         East    Units  Estimated Accuracy
 DP1203;SPC FL E     -   365,543.      157,937.      MT  (+/- 10 meters HH2 GPS)
 DP1203
 DP1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5795156550(NAD 83)
 DP1203
 DP1203                          SUPERSEDED SURVEY CONTROL
 DP1203
 DP1203.No superseded survey control is available for this station.
 DP1203
 DP1203_MARKER: DD = SURVEY DISK
 DP1203_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1203_STAMPING: 25509 A 2013
 DP1203_MARK LOGO: SWFWMD
 DP1203_PROJECTION: RECESSED 3 CENTIMETERS
 DP1203_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1203+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2022
 DP1203_ROD/PIPE-DEPTH: 6.7 meters
 DP1203
 DP1203  HISTORY     - Date     Condition        Report By
 DP1203  HISTORY     - 20130723 MONUMENTED       FLDEP
 DP1203  HISTORY     - 20220624 GOOD             GEOCAC
 DP1203
 DP1203                          STATION DESCRIPTION
 DP1203
 DP1203'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP1203'THE MARK IS ABOUT 10.1 MI (16.3 KM) SOUTHEAST OF FROSTPROOF, 9.5 MI
 DP1203'(15.3 KM) NORTH OF SEBRING, 5.5 MI (8.8 KM) EAST-NORTHEAST OF AVON
 DP1203'PARK, IN SECTION 4, TOWNSHIP 33 SOUTH, RANGE 29 EAST.
 DP1203'
 DP1203'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DP1203'17 SOUTH AND STATE ROAD 64 IN AVON PARK, GO EAST ON STATE ROAD 17
 DP1203'SOUTH FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF COUNTY ROAD 64.  CONTINUE
 DP1203'EAST ON COUNTY ROAD 64 FOR 5.8 MI (9.3 KM) TO THE JUNCTION OF EAST OLD
 DP1203'BOMBING RANGE ROAD ON THE LEFT.  TURN LEFT ON EAST OLD BOMBING RANGE
 DP1203'AND GO WEST FOR 0.45 MI (0.7 KM) TO THE JUNCTION OF NORTH FOGLE DRIVE,
 DP1203'ALSO THE ENTRANCE TO EMERALD ISLAND SOD INCORPORATED AND THE MARK ON
 DP1203'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 22.0 FT
 DP1203'(6.7 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH
 DP1203'(10 CM) PVC PIPE RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND
 DP1203'AND FLUSH WITH NORTH FOGLE DRIVE.
 DP1203'
 DP1203'LOCATED 73.5 FT (22.4 M) NORTHEAST OF SURVEY MARK 25509 B, 72.5 FT
 DP1203'(22.1 M) NORTHEAST OF WATER MONITORING WELL 25509, 38.5 FT (11.7 M)
 DP1203'WEST OF THE APPROXIMATE CENTERLINE OF NORTH FOGLE DRIVE (ENTRANCE TO
 DP1203'EMERALD ISLAND SOD INCORPORATED), 30.4 FT (9.3 M) NORTH OF THE
 DP1203'APPROXIMATE CENTERLINE OF EAST OLD BOMBING RANGE ROD AND 7.0 FT (2.1
 DP1203'M) WEST-SOUTHWEST OF A 5 STRAND BARBED WIRE FENCE.
 DP1203'
 DP1203'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP1203'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP1203
 DP1203                          STATION RECOVERY (2022)
 DP1203
 DP1203'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP1203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP1204 ***********************************************************************
 DP1204  DESIGNATION -  25509 B
 DP1204  PID         -  DP1204
 DP1204  STATE/COUNTY-  FL/HIGHLANDS
 DP1204  COUNTRY     -  US
 DP1204  USGS QUAD   -  LAKE ARBUCKLE (2018)
 DP1204
 DP1204                         *CURRENT SURVEY CONTROL
 DP1204  ______________________________________________________________________
 DP1204* NAD 83(1986) POSITION- 27 37 55.8    (N) 081 25 34.7    (W)   HD_HELD2
 DP1204* NAVD 88 ORTHO HEIGHT -    27.658 (meters)       90.74  (feet) ADJUSTED
 DP1204  ______________________________________________________________________
 DP1204  GEOID HEIGHT    -        -26.243 (meters)                     GEOID18
 DP1204  DYNAMIC HEIGHT  -         27.616 (meters)       90.60  (feet) COMP
 DP1204  MODELED GRAVITY -    979,129.8   (mgal)                       NAVD 88
 DP1204
 DP1204  VERT ORDER      -  SECOND    CLASS I
 DP1204
 DP1204.The horizontal coordinates were established by autonomous hand held GPS
 DP1204.observations and have an estimated accuracy of +/- 10 meters.
 DP1204
 DP1204.The orthometric height was determined by differential leveling and
 DP1204.adjusted by the NATIONAL GEODETIC SURVEY
 DP1204.in January 2014.
 DP1204
 DP1204.No vertical observational check was made to the station.
 DP1204
 DP1204.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP1204.GEOID18 height accuracy estimate available here.
 DP1204
 DP1204.Click photographs - Photos may exist for this station.
 DP1204
 DP1204.The dynamic height is computed by dividing the NAVD 88
 DP1204.geopotential number by the normal gravity value computed on the
 DP1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP1204.degrees latitude (g = 980.6199 gals.).
 DP1204
 DP1204.The modeled gravity was interpolated from observed gravity values.
 DP1204
 DP1204;                    North         East    Units  Estimated Accuracy
 DP1204;SPC FL E     -   365,522.      157,929.      MT  (+/- 10 meters HH2 GPS)
 DP1204
 DP1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5794256529(NAD 83)
 DP1204
 DP1204                          SUPERSEDED SURVEY CONTROL
 DP1204
 DP1204.No superseded survey control is available for this station.
 DP1204
 DP1204_MARKER: DD = SURVEY DISK
 DP1204_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP1204_STAMPING: 25509 B 2013
 DP1204_MARK LOGO: SWFWMD
 DP1204_PROJECTION: RECESSED 5 CENTIMETERS
 DP1204_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP1204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP1204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP1204+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2022
 DP1204_ROD/PIPE-DEPTH: 6.9 meters
 DP1204
 DP1204  HISTORY     - Date     Condition        Report By
 DP1204  HISTORY     - 20130723 MONUMENTED
 DP1204  HISTORY     - 20220624 GOOD             GEOCAC
 DP1204
 DP1204                          STATION DESCRIPTION
 DP1204
 DP1204'DESCRIBED 2013 (PBM)
 DP1204'THE MARK IS ABOUT 10.1 MI (16.3 KM) SOUTHEAST OF FROSTPROOF, 9.5 MI
 DP1204'(15.3 KM) NORTH OF SEBRING, 5.5 MI (8.8 KM) EAST-NORTHEAST OF AVON
 DP1204'PARK, IN SECTION 4, TOWNSHIP 33 SOUTH, RANGE 29 EAST.
 DP1204'
 DP1204'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DP1204'17 SOUTH AND STATE ROAD 64 IN AVON PARK, GO EAST ON STATE ROAD 17
 DP1204'SOUTH FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF COUNTY ROAD 64.  CONTINUE
 DP1204'EAST ON COUNTY ROAD 64 FOR 5.8 MI (9.3 KM) TO THE JUNCTION OF EAST OLD
 DP1204'BOMBING RANGE ROAD ON THE LEFT.  TURN LEFT ON EAST OLD BOMBING RANGE
 DP1204'ROAD AND GO WEST FOR 0.45 MI (0.7 KM) TO THE JUNCTION OF NORTH FOGLE
 DP1204'DRIVE, ALSO THE ENTRANCE TO EMERALD ISLAND SOD INCORPORATED AND THE
 DP1204'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 22.8
 DP1204'FT (6.9 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A
 DP1204'4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DP1204'GROUND AND RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF EAST OLD BOMBING
 DP1204'RANGE ROAD.
 DP1204'
 DP1204'LOCATED 83.0 FT (25.3 M) WEST OF THE APPROXIMATE PROJECTED CENTERLINE
 DP1204'OF EAST FOGLE DRIVE (ENTRANCE TO EMERALD ISLAND SOD INCORPORATED),
 DP1204'72.5 FT (22.1 M) SOUTHWEST OF SURVEY MARK 25509 A, 23.0 FT (7.0 M)
 DP1204'SOUTH OF THE APPROXIMATE CENTERLINE OF EAST OLD BOMBING RANGE ROAD,
 DP1204'5.0 FT (1.5 M) NORTH OF WATER MONITORING WELL 25509 AND 5.0 FT (1.5 M)
 DP1204'NORTH OF A CARSONITE WITNESS POST.
 DP1204'
 DP1204'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP1204'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP1204
 DP1204                          STATION RECOVERY (2022)
 DP1204
 DP1204'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP1204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3902 ***********************************************************************
 DP3902  DESIGNATION -  25511 A
 DP3902  PID         -  DP3902
 DP3902  STATE/COUNTY-  FL/HIGHLANDS
 DP3902  COUNTRY     -  US
 DP3902  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3902
 DP3902                         *CURRENT SURVEY CONTROL
 DP3902  ______________________________________________________________________
 DP3902* NAD 83(1986) POSITION- 27 33 44.6    (N) 081 28 22.3    (W)   HD_HELD2
 DP3902* NAVD 88 ORTHO HEIGHT -    31.658 (meters)      103.86  (feet) ADJUSTED
 DP3902  ______________________________________________________________________
 DP3902  GEOID HEIGHT    -        -25.979 (meters)                     GEOID18
 DP3902  DYNAMIC HEIGHT  -         31.609 (meters)      103.70  (feet) COMP
 DP3902  MODELED GRAVITY -    979,125.6   (mgal)                       NAVD 88
 DP3902
 DP3902  VERT ORDER      -  FIRST     CLASS II
 DP3902
 DP3902.The horizontal coordinates were established by autonomous hand held GPS
 DP3902.observations and have an estimated accuracy of +/- 10 meters.
 DP3902
 DP3902.The orthometric height was determined by differential leveling and
 DP3902.adjusted by the NATIONAL GEODETIC SURVEY
 DP3902.in February 2015.
 DP3902
 DP3902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3902.GEOID18 height accuracy estimate available here.
 DP3902
 DP3902.Click photographs - Photos may exist for this station.
 DP3902
 DP3902.The dynamic height is computed by dividing the NAVD 88
 DP3902.geopotential number by the normal gravity value computed on the
 DP3902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3902.degrees latitude (g = 980.6199 gals.).
 DP3902
 DP3902.The modeled gravity was interpolated from observed gravity values.
 DP3902
 DP3902;                    North         East    Units  Estimated Accuracy
 DP3902;SPC FL E     -   357,807.      153,304.      MT  (+/- 10 meters HH2 GPS)
 DP3902
 DP3902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5332048816(NAD 83)
 DP3902
 DP3902                          SUPERSEDED SURVEY CONTROL
 DP3902
 DP3902.No superseded survey control is available for this station.
 DP3902
 DP3902_MARKER: DD = SURVEY DISK
 DP3902_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3902_STAMPING: 25511 A 2013
 DP3902_MARK LOGO: SWFWMD
 DP3902_PROJECTION: RECESSED 8 CENTIMETERS
 DP3902_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3902_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3902+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2022
 DP3902_ROD/PIPE-DEPTH: 13.7 meters
 DP3902
 DP3902  HISTORY     - Date     Condition        Report By
 DP3902  HISTORY     - 20130621 MONUMENTED       FLDEP
 DP3902  HISTORY     - 20220630 GOOD             GEOCAC
 DP3902
 DP3902                          STATION DESCRIPTION
 DP3902
 DP3902'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3902'THE MARK IS ABOUT 11.6 MI (18.7 KM) SOUTHEAST OF BEREAH, 5.0 MI (8.0
 DP3902'KM) NORTH-NORTHWEST OF SEBRING, 3.1 MI (5.0 KM) SOUTHEAST OF AVON
 DP3902'PARK, IN SECTION 36, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3902'
 DP3902'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3902'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO EAST
 DP3902'ON STATE ROAD 17 SOUTH (MAIN STREET) BECOMING COUNTY ROAD 64 FOR 2.0
 DP3902'MI (3.2 KM) TO THE INTERSECTION OF COUNTY ROAD 17A.  TURN RIGHT ON
 DP3902'COUNTY ROAD 17A SOUTH AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE
 DP3902'INTERSECTION OF STATE ROAD 17.  TURN LEFT ON STATE ROAD 17 AND GO EAST
 DP3902'AND SOUTHEAST FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF HOLLYHURST DRIVE
 DP3902'ON THE RIGHT.  TURN RIGHT ON HOLLYHURST DRIVE AND GO SOUTHWEST FOR
 DP3902'0.65 MI (1.0 KM) TO THE JUNCTION OF LITTLE LAKE BONNET ROAD ON THE
 DP3902'LEFT.  TURN LEFT ON LITTLE LAKE BONNET ROAD AND GO SOUTH FOR 0.25 MI
 DP3902'(0.4 KM) TO THE JUNCTION OF A MAINTENANCE ROAD ON THE RIGHT.  TURN
 DP3902'LEFT ON LITTLE LAKE BONNET ROAD AND GO SOUTHEAST FOR 0.1 MI (0.2 KM)
 DP3902'TO THE JUNCTION OF A LANDING ROAD ON THE RIGHT.  TURN RIGHT ON LITTLE
 DP3902'LAKE BONNET LANDING APPROACH ROAD AND GO SOUTHWEST FOR 0.1 MI (0.2 KM)
 DP3902'TO A BOAT RAMP AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DP3902'REFUSAL AT A DEPTH OF 45.0 FT (13.7 M) WITH AN ALUMINUM DISK ENCASED
 DP3902'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF
 DP3902'THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF LITTLE LAKE
 DP3902'BONNET BOAT RAMP APPROACH.
 DP3902'
 DP3902'LOCATED 110.4 FT (33.6 M) NORTHEAST OF SURVEY MARK 25511 B, 95.0 FT
 DP3902'(29.0 M) NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE RAMP, 11.8 FT
 DP3902'(3.6 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF LITTLE LAKE BONNET
 DP3902'LANDING ROAD AND 1.5 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DP3902'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3902'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3902
 DP3902                          STATION RECOVERY (2022)
 DP3902
 DP3902'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3902'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3903 ***********************************************************************
 DP3903  DESIGNATION -  25511 B
 DP3903  PID         -  DP3903
 DP3903  STATE/COUNTY-  FL/HIGHLANDS
 DP3903  COUNTRY     -  US
 DP3903  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3903
 DP3903                         *CURRENT SURVEY CONTROL
 DP3903  ______________________________________________________________________
 DP3903* NAD 83(1986) POSITION- 27 33 44.0    (N) 081 28 23.3    (W)   HD_HELD2
 DP3903* NAVD 88 ORTHO HEIGHT -    30.517 (meters)      100.12  (feet) ADJUSTED
 DP3903  ______________________________________________________________________
 DP3903  GEOID HEIGHT    -        -25.978 (meters)                     GEOID18
 DP3903  DYNAMIC HEIGHT  -         30.471 (meters)       99.97  (feet) COMP
 DP3903  MODELED GRAVITY -    979,125.7   (mgal)                       NAVD 88
 DP3903
 DP3903  VERT ORDER      -  FIRST     CLASS II
 DP3903
 DP3903.The horizontal coordinates were established by autonomous hand held GPS
 DP3903.observations and have an estimated accuracy of +/- 10 meters.
 DP3903
 DP3903.The orthometric height was determined by differential leveling and
 DP3903.adjusted by the NATIONAL GEODETIC SURVEY
 DP3903.in February 2015.
 DP3903
 DP3903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3903.GEOID18 height accuracy estimate available here.
 DP3903
 DP3903.Click photographs - Photos may exist for this station.
 DP3903
 DP3903.The dynamic height is computed by dividing the NAVD 88
 DP3903.geopotential number by the normal gravity value computed on the
 DP3903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3903.degrees latitude (g = 980.6199 gals.).
 DP3903
 DP3903.The modeled gravity was interpolated from observed gravity values.
 DP3903
 DP3903;                    North         East    Units  Estimated Accuracy
 DP3903;SPC FL E     -   357,788.      153,277.      MT  (+/- 10 meters HH2 GPS)
 DP3903
 DP3903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5329248798(NAD 83)
 DP3903
 DP3903                          SUPERSEDED SURVEY CONTROL
 DP3903
 DP3903.No superseded survey control is available for this station.
 DP3903
 DP3903_MARKER: DD = SURVEY DISK
 DP3903_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3903_STAMPING: 25511 B 2013
 DP3903_MARK LOGO: SWFWMD
 DP3903_PROJECTION: RECESSED 8 CENTIMETERS
 DP3903_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3903_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3903+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2013
 DP3903_ROD/PIPE-DEPTH: 20.1 meters
 DP3903
 DP3903  HISTORY     - Date     Condition        Report By
 DP3903  HISTORY     - 20130621 MONUMENTED       FLDEP
 DP3903  HISTORY     - 20220630 MARK NOT FOUND   GEOCAC
 DP3903
 DP3903                          STATION DESCRIPTION
 DP3903
 DP3903'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3903'THE MARK IS ABOUT 11.6 MI (18.7 KM) SOUTHEAST OF BEREAH, 5.0 MI (8.0
 DP3903'KM) NORTH-NORTHWEST OF SEBRING, 3.1 MI (5.0 KM) SOUTHEAST OF AVON
 DP3903'PARK, IN SECTION 36, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3903'
 DP3903'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3903'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO EAST
 DP3903'ON STATE ROAD 17 SOUTH (MAIN STREET) BECOMING COUNTY ROAD 64 FOR 2.0
 DP3903'MI (3.2 KM) TO THE INTERSECTION OF COUNTY ROAD 17A.  TURN RIGHT ON
 DP3903'COUNTY ROAD 17A SOUTH AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE
 DP3903'INTERSECTION OF STATE ROAD 17.  TURN LEFT ON STATE ROAD 17 AND GO EAST
 DP3903'AND SOUTHEAST FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF HOLLYHURST DRIVE
 DP3903'ON THE RIGHT.  TURN RIGHT ON HOLLYHURST DRIVE AND GO SOUTHWEST FOR
 DP3903'0.65 MI (1.0 KM) TO THE JUNCTION OF LITTLE LAKE BONNET ROAD ON THE
 DP3903'LEFT.  TURN LEFT ON LITTLE LAKE BONNET ROAD AND GO SOUTH FOR 0.25 MI
 DP3903'(0.4 KM) TO THE JUNCTION OF A MAINTENANCE ROAD ON THE RIGHT.  TURN
 DP3903'LEFT ON LITTLE LAKE BONNET ROAD AND GO SOUTHEAST FOR 0.1 MI (0.2 KM)
 DP3903'TO THE JUNCTION OF A LANDING ROAD ON THE RIGHT.  TURN RIGHT ON LITTLE
 DP3903'LAKE BONNET LANDING APPROACH ROAD AND GO SOUTHWEST FOR 0.1 MI (0.2 KM)
 DP3903'TO A BOAT RAMP AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DP3903'REFUSAL AT A DEPTH OF 66.0 FT (20.1 M) WITH AN ALUMINUM DISK ENCASED
 DP3903'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF
 DP3903'THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF LITTLE LAKE
 DP3903'BONNET BOAT RAMP APPROACH.
 DP3903'
 DP3903'LOCATED 110.4 FT (33.6 M) SOUTHWEST OF SURVEY MARK 25511 A, 37.0 FT
 DP3903'(11.3 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF LITTLE LAKE BONNET
 DP3903'BOAT RAMP, 32.6 FT (9.9 M) SOUTH OF THE NORTHEAST CORNER OF THE
 DP3903'CONCRETE RAMP AND 1.6 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS
 DP3903'POST.
 DP3903'
 DP3903'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3903'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3903
 DP3903                          STATION RECOVERY (2022)
 DP3903
 DP3903'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3903'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3867 ***********************************************************************
 DP3867  DESIGNATION -  25512 B
 DP3867  PID         -  DP3867
 DP3867  STATE/COUNTY-  FL/HIGHLANDS
 DP3867  COUNTRY     -  US
 DP3867  USGS QUAD   -  AVON PARK (2018)
 DP3867
 DP3867                         *CURRENT SURVEY CONTROL
 DP3867  ______________________________________________________________________
 DP3867* NAD 83(1986) POSITION- 27 33 51.4    (N) 081 30 46.1    (W)   HD_HELD2
 DP3867* NAVD 88 ORTHO HEIGHT -    38.489 (meters)      126.28  (feet) ADJUSTED
 DP3867  ______________________________________________________________________
 DP3867  GEOID HEIGHT    -        -25.893 (meters)                     GEOID18
 DP3867  DYNAMIC HEIGHT  -         38.430 (meters)      126.08  (feet) COMP
 DP3867  MODELED GRAVITY -    979,127.0   (mgal)                       NAVD 88
 DP3867
 DP3867  VERT ORDER      -  FIRST     CLASS II
 DP3867
 DP3867.The horizontal coordinates were established by autonomous hand held GPS
 DP3867.observations and have an estimated accuracy of +/- 10 meters.
 DP3867
 DP3867.The orthometric height was determined by differential leveling and
 DP3867.adjusted by the NATIONAL GEODETIC SURVEY
 DP3867.in February 2015.
 DP3867
 DP3867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3867.GEOID18 height accuracy estimate available here.
 DP3867
 DP3867.Click photographs - Photos may exist for this station.
 DP3867
 DP3867.The dynamic height is computed by dividing the NAVD 88
 DP3867.geopotential number by the normal gravity value computed on the
 DP3867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3867.degrees latitude (g = 980.6199 gals.).
 DP3867
 DP3867.The modeled gravity was interpolated from observed gravity values.
 DP3867
 DP3867;                    North         East    Units  Estimated Accuracy
 DP3867;SPC FL E     -   358,032.      149,361.      MT  (+/- 10 meters HH2 GPS)
 DP3867
 DP3867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4937749041(NAD 83)
 DP3867
 DP3867                          SUPERSEDED SURVEY CONTROL
 DP3867
 DP3867.No superseded survey control is available for this station.
 DP3867
 DP3867_MARKER: DD = SURVEY DISK
 DP3867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP3867_STAMPING: 25512 B 2008
 DP3867_MARK LOGO: SWFWMD
 DP3867_PROJECTION: PROJECTING 5 CENTIMETERS
 DP3867_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP3867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3867+STABILITY: SURFACE MOTION
 DP3867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3867+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2022
 DP3867
 DP3867  HISTORY     - Date     Condition        Report By
 DP3867  HISTORY     - 20080331 MONUMENTED       SWFWMD
 DP3867  HISTORY     - 20130720 GOOD             FLDEP
 DP3867  HISTORY     - 20220531 GOOD             GEOCAC
 DP3867
 DP3867                          STATION DESCRIPTION
 DP3867
 DP3867'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3867'THE MARK IS ABOUT 9.6 MI (15.4 KM) SOUTHEAST OF BEREAH, 6.5 MI (10.5
 DP3867'KM) NORTHWEST OF SEBRING, 2.2 MI (3.5 KM) SOUTH OF AVON PARK, IN
 DP3867'SECTION 34, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3867'
 DP3867'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 AND U.S.
 DP3867'HIGHWAY 27 IN AVON PARK, GO SOUTH ON U.S. HIGHWAY 27 FOR 2.15 MI (3.5
 DP3867'KM) TO THE MARK ON THE LEFT, AN ALUMINUM DISK ENCASED IN A 12-INCH (30
 DP3867'CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 1.0 FT
 DP3867'(0.3 M) BELOW THE LEVEL OF U.S. HIGHWAY 27 NORTHBOUND LANES.
 DP3867'
 DP3867'LOCATED 67.0 FT (20.4 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DP3867'OF U.S. HIGHWAY 27 NORTHBOUND LANES, 42.8 FT (13.0 M) NORTH-NORTHWEST
 DP3867'OF A WOODEN POWER POLE NUMBER 135770-027454, 16.0 FT (4.9 M)
 DP3867'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A CHAIN LINK FENCE GATE
 DP3867'AND ASPHALT DRIVEWAY LEADING TO A RETENTION POND, 1.4 FT (0.4 M)
 DP3867'WEST-SOUTHWEST OF A CHAIN LINK FENCE AND 1.0 FT (0.3 M) WEST-SOUTHWEST
 DP3867'OF A CARSONITE WITNESS POST.
 DP3867
 DP3867                          STATION RECOVERY (2022)
 DP3867
 DP3867'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3867'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3868 ***********************************************************************
 DP3868  DESIGNATION -  25512 C
 DP3868  PID         -  DP3868
 DP3868  STATE/COUNTY-  FL/HIGHLANDS
 DP3868  COUNTRY     -  US
 DP3868  USGS QUAD   -  AVON PARK (2018)
 DP3868
 DP3868                         *CURRENT SURVEY CONTROL
 DP3868  ______________________________________________________________________
 DP3868* NAD 83(1986) POSITION- 27 33 48.3    (N) 081 30 43.3    (W)   HD_HELD2
 DP3868* NAVD 88 ORTHO HEIGHT -    37.428 (meters)      122.80  (feet) ADJUSTED
 DP3868  ______________________________________________________________________
 DP3868  GEOID HEIGHT    -        -25.892 (meters)                     GEOID18
 DP3868  DYNAMIC HEIGHT  -         37.371 (meters)      122.61  (feet) COMP
 DP3868  MODELED GRAVITY -    979,126.9   (mgal)                       NAVD 88
 DP3868
 DP3868  VERT ORDER      -  FIRST     CLASS II
 DP3868
 DP3868.The horizontal coordinates were established by autonomous hand held GPS
 DP3868.observations and have an estimated accuracy of +/- 10 meters.
 DP3868
 DP3868.The orthometric height was determined by differential leveling and
 DP3868.adjusted by the NATIONAL GEODETIC SURVEY
 DP3868.in February 2015.
 DP3868
 DP3868.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3868.GEOID18 height accuracy estimate available here.
 DP3868
 DP3868.Click photographs - Photos may exist for this station.
 DP3868
 DP3868.The dynamic height is computed by dividing the NAVD 88
 DP3868.geopotential number by the normal gravity value computed on the
 DP3868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3868.degrees latitude (g = 980.6199 gals.).
 DP3868
 DP3868.The modeled gravity was interpolated from observed gravity values.
 DP3868
 DP3868;                    North         East    Units  Estimated Accuracy
 DP3868;SPC FL E     -   357,936.      149,437.      MT  (+/- 10 meters HH2 GPS)
 DP3868
 DP3868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4945448945(NAD 83)
 DP3868
 DP3868                          SUPERSEDED SURVEY CONTROL
 DP3868
 DP3868.No superseded survey control is available for this station.
 DP3868
 DP3868_MARKER: DD = SURVEY DISK
 DP3868_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3868_STAMPING: 25512 C 2013
 DP3868_MARK LOGO: SWFWMD
 DP3868_PROJECTION: RECESSED 8 CENTIMETERS
 DP3868_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3868_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3868+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2022
 DP3868_ROD/PIPE-DEPTH: 10.1 meters
 DP3868
 DP3868  HISTORY     - Date     Condition        Report By
 DP3868  HISTORY     - 20130720 MONUMENTED       FLDEP
 DP3868  HISTORY     - 20220531 GOOD             GEOCAC
 DP3868
 DP3868                          STATION DESCRIPTION
 DP3868
 DP3868'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3868'THE MARK IS ABOUT 9.7 MI (15.6 KM) SOUTHEAST OF BEREAH, 6.4 MI (10.3
 DP3868'KM) NORTHWEST OF SEBRING, 2.2 MI (3.5 KM) SOUTH OF AVON PARK, IN
 DP3868'SECTION 34, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3868'
 DP3868'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 AND U.S.
 DP3868'HIGHWAY 27 IN AVON PARK, GO SOUTH ON U.S. HIGHWAY 27 FOR 2.25 MI (3.6
 DP3868'KM) TO THE LAKE GLENADA BOAT RAMP ON THE LEFT AND THE MARK ON THE
 DP3868'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 33.0 FT (10.1 M)
 DP3868'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DP3868'0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M)
 DP3868'BELOW THE LEVEL OF U.S. HIGHWAY 27 NORTHBOUND LANES.
 DP3868'
 DP3868'LOCATED 213.0 FT (64.9 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DP3868'OF U.S. HIGHWAY 27 NORTHBOUND LANES, 49.0 FT (14.9 M) NORTH OF THE
 DP3868'APPROXIMATE CENTERLINE OF THE BOAT RAMP, 15.2 FT (4.6 M)
 DP3868'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE PICNIC
 DP3868'PAVILION SLAB, 1.4 FT (0.4 M) SOUTH OF A CHAIN LINK FENCE AND 1.2 FT
 DP3868'(0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DP3868'
 DP3868'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3868'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3868
 DP3868                          STATION RECOVERY (2022)
 DP3868
 DP3868'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3868'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3865 ***********************************************************************
 DP3865  DESIGNATION -  25518 A
 DP3865  PID         -  DP3865
 DP3865  STATE/COUNTY-  FL/HIGHLANDS
 DP3865  COUNTRY     -  US
 DP3865  USGS QUAD   -  AVON PARK (2018)
 DP3865
 DP3865                         *CURRENT SURVEY CONTROL
 DP3865  ______________________________________________________________________
 DP3865* NAD 83(1986) POSITION- 27 34 26.5    (N) 081 30 40.6    (W)   HD_HELD2
 DP3865* NAVD 88 ORTHO HEIGHT -    36.029 (meters)      118.21  (feet) ADJUSTED
 DP3865  ______________________________________________________________________
 DP3865  GEOID HEIGHT    -        -25.920 (meters)                     GEOID18
 DP3865  DYNAMIC HEIGHT  -         35.974 (meters)      118.02  (feet) COMP
 DP3865  MODELED GRAVITY -    979,126.9   (mgal)                       NAVD 88
 DP3865
 DP3865  VERT ORDER      -  FIRST     CLASS II
 DP3865
 DP3865.The horizontal coordinates were established by autonomous hand held GPS
 DP3865.observations and have an estimated accuracy of +/- 10 meters.
 DP3865
 DP3865.The orthometric height was determined by differential leveling and
 DP3865.adjusted by the NATIONAL GEODETIC SURVEY
 DP3865.in February 2015.
 DP3865
 DP3865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3865.GEOID18 height accuracy estimate available here.
 DP3865
 DP3865.Click photographs - Photos may exist for this station.
 DP3865
 DP3865.The dynamic height is computed by dividing the NAVD 88
 DP3865.geopotential number by the normal gravity value computed on the
 DP3865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3865.degrees latitude (g = 980.6199 gals.).
 DP3865
 DP3865.The modeled gravity was interpolated from observed gravity values.
 DP3865
 DP3865;                    North         East    Units  Estimated Accuracy
 DP3865;SPC FL E     -   359,111.      149,516.      MT  (+/- 10 meters HH2 GPS)
 DP3865
 DP3865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4953350120(NAD 83)
 DP3865
 DP3865                          SUPERSEDED SURVEY CONTROL
 DP3865
 DP3865.No superseded survey control is available for this station.
 DP3865
 DP3865_MARKER: DD = SURVEY DISK
 DP3865_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3865_STAMPING: 25518 A 2013
 DP3865_MARK LOGO: SWFWMD
 DP3865_PROJECTION: RECESSED 5 CENTIMETERS
 DP3865_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3865+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2022
 DP3865_ROD/PIPE-DEPTH: 14.0 meters
 DP3865
 DP3865  HISTORY     - Date     Condition        Report By
 DP3865  HISTORY     - 20130719 MONUMENTED       FLDEP
 DP3865  HISTORY     - 20220630 GOOD             GEOCAC
 DP3865
 DP3865                          STATION DESCRIPTION
 DP3865
 DP3865'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3865'THE MARK IS ABOUT 9.2 MI (14.8 KM) SOUTHEAST OF BEREAH, 6.9 MI (11.1
 DP3865'KM) NORTHWEST OF SEBRING, 1.5 MI (2.4 KM) SOUTH-SOUTHWEST OF AVON
 DP3865'PARK, IN SECTION 27, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3865'
 DP3865'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 AND U.S.
 DP3865'HIGHWAY 27 IN AVON PARK, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.5 MI (2.4
 DP3865'KM) TO THE JUNCTION OF WEST MARTIN ROAD ON THE LEFT.  TURN LEFT ON
 DP3865'WEST MARTIN ROAD AND GO EAST FOR 0.2 MI (0.3 KM) TO THE LAKE LELIA
 DP3865'BOAT RAMP AHEAD, THE JUNCTION OF SOUTH LAKE BOULEVARD ON THE LEFT AND
 DP3865'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP3865'46.0 FT (14.0 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DP3865'PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL
 DP3865'WITH SOUTH LAKE BOULEVARD.
 DP3865'
 DP3865'LOCATED 83.5 FT (25.5 M) WEST-NORTHWEST OF SURVEY MARK 25518 B, 80.0
 DP3865'FT (24.4 M) NORTH OF A 22-INCH (56 CM) DIAMETER LAUREL OAK TREE, 53.1
 DP3865'FT (16.2 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF SOUTH LAKE
 DP3865'BOULEVARD AND 4.5 FT (1.4 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DP3865'
 DP3865'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3865'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3865
 DP3865                          STATION RECOVERY (2022)
 DP3865
 DP3865'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3865'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3866 ***********************************************************************
 DP3866  DESIGNATION -  25518 B
 DP3866  PID         -  DP3866
 DP3866  STATE/COUNTY-  FL/HIGHLANDS
 DP3866  COUNTRY     -  US
 DP3866  USGS QUAD   -  AVON PARK (2018)
 DP3866
 DP3866                         *CURRENT SURVEY CONTROL
 DP3866  ______________________________________________________________________
 DP3866* NAD 83(1986) POSITION- 27 34 26.3    (N) 081 30 40.1    (W)   HD_HELD2
 DP3866* NAVD 88 ORTHO HEIGHT -    35.384 (meters)      116.09  (feet) ADJUSTED
 DP3866  ______________________________________________________________________
 DP3866  GEOID HEIGHT    -        -25.920 (meters)                     GEOID18
 DP3866  DYNAMIC HEIGHT  -         35.330 (meters)      115.91  (feet) COMP
 DP3866  MODELED GRAVITY -    979,126.9   (mgal)                       NAVD 88
 DP3866
 DP3866  VERT ORDER      -  FIRST     CLASS II
 DP3866
 DP3866.The horizontal coordinates were established by autonomous hand held GPS
 DP3866.observations and have an estimated accuracy of +/- 10 meters.
 DP3866
 DP3866.The orthometric height was determined by differential leveling and
 DP3866.adjusted by the NATIONAL GEODETIC SURVEY
 DP3866.in February 2015.
 DP3866
 DP3866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3866.GEOID18 height accuracy estimate available here.
 DP3866
 DP3866.Click photographs - Photos may exist for this station.
 DP3866
 DP3866.The dynamic height is computed by dividing the NAVD 88
 DP3866.geopotential number by the normal gravity value computed on the
 DP3866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3866.degrees latitude (g = 980.6199 gals.).
 DP3866
 DP3866.The modeled gravity was interpolated from observed gravity values.
 DP3866
 DP3866;                    North         East    Units  Estimated Accuracy
 DP3866;SPC FL E     -   359,105.      149,530.      MT  (+/- 10 meters HH2 GPS)
 DP3866
 DP3866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4954650114(NAD 83)
 DP3866
 DP3866                          SUPERSEDED SURVEY CONTROL
 DP3866
 DP3866.No superseded survey control is available for this station.
 DP3866
 DP3866_MARKER: DD = SURVEY DISK
 DP3866_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3866_STAMPING: 25518 B 2013
 DP3866_MARK LOGO: SWFWMD
 DP3866_PROJECTION: RECESSED 8 CENTIMETERS
 DP3866_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3866+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2013
 DP3866_ROD/PIPE-DEPTH: 17.4 meters
 DP3866
 DP3866  HISTORY     - Date     Condition        Report By
 DP3866  HISTORY     - 20130719 MONUMENTED       FLDEP
 DP3866  HISTORY     - 20220630 MARK NOT FOUND   GEOCAC
 DP3866
 DP3866                          STATION DESCRIPTION
 DP3866
 DP3866'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3866'THE MARK IS ABOUT 9.2 MI (14.8 KM) SOUTHEAST OF BEREAH, 6.9 MI (11.1
 DP3866'KM) NORTHWEST OF SEBRING, 1.5 MI (2.4 KM) SOUTH-SOUTHWEST OF AVON
 DP3866'PARK, IN SECTION 27, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3866'
 DP3866'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 AND U.S.
 DP3866'HIGHWAY 27 IN AVON PARK, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.5 MI (2.4
 DP3866'KM) TO THE JUNCTION OF WEST MARTIN ROAD ON THE LEFT.  TURN LEFT ON
 DP3866'WEST MARTIN ROAD AND GO EAST FOR 0.2 MI (0.3 KM) TO THE LAKE LELIA
 DP3866'BOAT RAMP AHEAD, THE JUNCTION OF SOUTH LAKE BOULEVARD ON THE LEFT AND
 DP3866'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP3866'57.0 FT (17.4 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DP3866'PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL
 DP3866'WITH SOUTH LAKE BOULEVARD.
 DP3866'
 DP3866'LOCATED 83.5 FT (25.5 M) EAST-SOUTHEAST OF SURVEY MARK 25518 A, 54.5
 DP3866'FT (16.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP, 21.7
 DP3866'FT (6.6 M) NORTHEAST OF A 22-INCH (56 CM) DIAMETER LAUREL OAK TREE AND
 DP3866'8.5 FT (2.6 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 DP3866'
 DP3866'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3866'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3866
 DP3866                          STATION RECOVERY (2022)
 DP3866
 DP3866'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3866'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3863 ***********************************************************************
 DP3863  DESIGNATION -  25520 A
 DP3863  PID         -  DP3863
 DP3863  STATE/COUNTY-  FL/HIGHLANDS
 DP3863  COUNTRY     -  US
 DP3863  USGS QUAD   -  AVON PARK (2018)
 DP3863
 DP3863                         *CURRENT SURVEY CONTROL
 DP3863  ______________________________________________________________________
 DP3863* NAD 83(1986) POSITION- 27 34 38.8    (N) 081 30 38.5    (W)   HD_HELD2
 DP3863* NAVD 88 ORTHO HEIGHT -    38.399 (meters)      125.98  (feet) ADJUSTED
 DP3863  ______________________________________________________________________
 DP3863  GEOID HEIGHT    -        -25.929 (meters)                     GEOID18
 DP3863  DYNAMIC HEIGHT  -         38.341 (meters)      125.79  (feet) COMP
 DP3863  MODELED GRAVITY -    979,126.8   (mgal)                       NAVD 88
 DP3863
 DP3863  VERT ORDER      -  FIRST     CLASS II
 DP3863
 DP3863.The horizontal coordinates were established by autonomous hand held GPS
 DP3863.observations and have an estimated accuracy of +/- 10 meters.
 DP3863
 DP3863.The orthometric height was determined by differential leveling and
 DP3863.adjusted by the NATIONAL GEODETIC SURVEY
 DP3863.in February 2015.
 DP3863
 DP3863.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3863.GEOID18 height accuracy estimate available here.
 DP3863
 DP3863.Click photographs - Photos may exist for this station.
 DP3863
 DP3863.The dynamic height is computed by dividing the NAVD 88
 DP3863.geopotential number by the normal gravity value computed on the
 DP3863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3863.degrees latitude (g = 980.6199 gals.).
 DP3863
 DP3863.The modeled gravity was interpolated from observed gravity values.
 DP3863
 DP3863;                    North         East    Units  Estimated Accuracy
 DP3863;SPC FL E     -   359,490.      149,575.      MT  (+/- 10 meters HH2 GPS)
 DP3863
 DP3863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4959250499(NAD 83)
 DP3863
 DP3863                          SUPERSEDED SURVEY CONTROL
 DP3863
 DP3863.No superseded survey control is available for this station.
 DP3863
 DP3863_MARKER: DD = SURVEY DISK
 DP3863_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3863_STAMPING: 25520 A 2013
 DP3863_MARK LOGO: SWFWMD
 DP3863_PROJECTION: RECESSED 5 CENTIMETERS
 DP3863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3863+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2022
 DP3863_ROD/PIPE-DEPTH: 11.0 meters
 DP3863
 DP3863  HISTORY     - Date     Condition        Report By
 DP3863  HISTORY     - 20130719 MONUMENTED       FLDEP
 DP3863  HISTORY     - 20220630 GOOD             GEOCAC
 DP3863
 DP3863                          STATION DESCRIPTION
 DP3863
 DP3863'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3863'THE MARK IS ABOUT 9.1 MI (14.6 KM) SOUTHEAST OF BEREAH, 7.1 MI (11.4
 DP3863'KM) NORTHWEST OF SEBRING, 1.3 MI (2.1 KM) SOUTH-SOUTHWEST OF AVON
 DP3863'PARK, IN SECTION 27, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3863'
 DP3863'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 AND U.S.
 DP3863'HIGHWAY 27 IN AVON PARK, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.25 MI (2.0
 DP3863'KM) TO THE INTERSECTION OF GRANITE AVENUE ON THE RIGHT AND MARBLE
 DP3863'AVENUE ON THE LEFT.  TURN LEFT ON MARBLE AVENUE AND GO EAST FOR 0.25
 DP3863'MI (0.4 KM) TO THE JUNCTION OF A SAND DRIVEWAY AT 1006 MARBLE AVENUE
 DP3863'ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DP3863'REFUSAL AT A DEPTH OF 36.0 FT (11.0 M) WITH AN ALUMINUM DISK ENCASED
 DP3863'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DP3863'THE GROUND AND LEVEL WITH THE DRIVEWAY.
 DP3863'
 DP3863'LOCATED 198.0 FT (60.4 M) SOUTH OF SURVEY MARK 25520 B, 34.3 FT (10.5
 DP3863'M) NORTH OF THE APPROXIMATE CENTERLINE OF MARBLE AVENUE, 7.0 FT (2.1
 DP3863'M) EAST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT 1006 MARBLE
 DP3863'AVENUE, 3.4 FT (1.0 M) WEST-NORTHWEST OF A WOODEN POWER POLE NUMBERED
 DP3863'6-40523 AND 2.7 FT (0.8 M) WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 DP3863'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3863'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3863
 DP3863                          STATION RECOVERY (2022)
 DP3863
 DP3863'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3863'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3864 ***********************************************************************
 DP3864  DESIGNATION -  25520 B
 DP3864  PID         -  DP3864
 DP3864  STATE/COUNTY-  FL/HIGHLANDS
 DP3864  COUNTRY     -  US
 DP3864  USGS QUAD   -  AVON PARK (2018)
 DP3864
 DP3864                         *CURRENT SURVEY CONTROL
 DP3864  ______________________________________________________________________
 DP3864* NAD 83(1986) POSITION- 27 34 40.8    (N) 081 30 38.5    (W)   HD_HELD2
 DP3864* NAVD 88 ORTHO HEIGHT -    39.154 (meters)      128.46  (feet) ADJUSTED
 DP3864  ______________________________________________________________________
 DP3864  GEOID HEIGHT    -        -25.930 (meters)                     GEOID18
 DP3864  DYNAMIC HEIGHT  -         39.094 (meters)      128.26  (feet) COMP
 DP3864  MODELED GRAVITY -    979,126.8   (mgal)                       NAVD 88
 DP3864
 DP3864  VERT ORDER      -  FIRST     CLASS II
 DP3864
 DP3864.The horizontal coordinates were established by autonomous hand held GPS
 DP3864.observations and have an estimated accuracy of +/- 10 meters.
 DP3864
 DP3864.The orthometric height was determined by differential leveling and
 DP3864.adjusted by the NATIONAL GEODETIC SURVEY
 DP3864.in February 2015.
 DP3864
 DP3864.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3864.GEOID18 height accuracy estimate available here.
 DP3864
 DP3864.Click photographs - Photos may exist for this station.
 DP3864
 DP3864.The dynamic height is computed by dividing the NAVD 88
 DP3864.geopotential number by the normal gravity value computed on the
 DP3864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3864.degrees latitude (g = 980.6199 gals.).
 DP3864
 DP3864.The modeled gravity was interpolated from observed gravity values.
 DP3864
 DP3864;                    North         East    Units  Estimated Accuracy
 DP3864;SPC FL E     -   359,551.      149,575.      MT  (+/- 10 meters HH2 GPS)
 DP3864
 DP3864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4959250560(NAD 83)
 DP3864
 DP3864                          SUPERSEDED SURVEY CONTROL
 DP3864
 DP3864.No superseded survey control is available for this station.
 DP3864
 DP3864_MARKER: DD = SURVEY DISK
 DP3864_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3864_STAMPING: 25520 B 2013
 DP3864_MARK LOGO: SWFWMD
 DP3864_PROJECTION: RECESSED 5 CENTIMETERS
 DP3864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3864+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2022
 DP3864_ROD/PIPE-DEPTH: 15.1 meters
 DP3864
 DP3864  HISTORY     - Date     Condition        Report By
 DP3864  HISTORY     - 20130719 MONUMENTED       FLDEP
 DP3864  HISTORY     - 20220630 GOOD             GEOCAC
 DP3864
 DP3864                          STATION DESCRIPTION
 DP3864
 DP3864'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3864'THE MARK IS ABOUT 9.1 MI (14.6 KM) SOUTHEAST OF BEREAH, 7.1 MI (11.4
 DP3864'KM) NORTHWEST OF SEBRING, 1.3 MI (2.1 KM) SOUTH-SOUTHWEST OF AVON
 DP3864'PARK, IN SECTION 27, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3864'
 DP3864'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 AND U.S.
 DP3864'HIGHWAY 27 IN AVON PARK, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.25 MI (2.0
 DP3864'KM) TO THE INTERSECTION OF GRANITE AVENUE ON THE RIGHT AND MARBLE
 DP3864'AVENUE ON THE LEFT.  TURN LEFT ON MARBLE AVENUE AND GO EAST FOR 0.25
 DP3864'MI (0.4 KM) TO THE JUNCTION OF A SAND DRIVEWAY AT 1006 MARBLE AVENUE
 DP3864'ON THE LEFT.  TURN LEFT ON THE SAND DRIVEWAY AND GO NORTH ENTERING THE
 DP3864'ROBERT HEPNER PROPERTY FOR ABOUT 200.0 FT (61.0 M) TO THE MARK AHEAD,
 DP3864'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 49.5 FT (15.1 M) WITH
 DP3864'AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT
 DP3864'(6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE DRIVEWAY.
 DP3864'
 DP3864'LOCATED 232.3 FT (70.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DP3864'MARBLE AVENUE, 198.0 FT (60.4 M) NORTH OF SURVEY MARK 25520 A, 10.0 FT
 DP3864'(3.0 M) EAST OF THE APPROXIMATE EXTENDED CENTERLINE OF A DRIVEWAY AT
 DP3864'1006 MARBLE AVENUE, 2.0 FT (0.6 M) SOUTH OF A WOODEN POWER POLE
 DP3864'NUMBERED B225602 AND 1.5 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 DP3864'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3864'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3864
 DP3864                          STATION RECOVERY (2022)
 DP3864
 DP3864'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3864'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3895 ***********************************************************************
 DP3895  DESIGNATION -  25521 A
 DP3895  PID         -  DP3895
 DP3895  STATE/COUNTY-  FL/HIGHLANDS
 DP3895  COUNTRY     -  US
 DP3895  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3895
 DP3895                         *CURRENT SURVEY CONTROL
 DP3895  ______________________________________________________________________
 DP3895* NAD 83(1986) POSITION- 27 34 55.3    (N) 081 29 28.2    (W)   HD_HELD2
 DP3895* NAVD 88 ORTHO HEIGHT -    32.288 (meters)      105.93  (feet) ADJUSTED
 DP3895  ______________________________________________________________________
 DP3895  GEOID HEIGHT    -        -25.987 (meters)                     GEOID18
 DP3895  DYNAMIC HEIGHT  -         32.238 (meters)      105.77  (feet) COMP
 DP3895  MODELED GRAVITY -    979,126.3   (mgal)                       NAVD 88
 DP3895
 DP3895  VERT ORDER      -  FIRST     CLASS II
 DP3895
 DP3895.The horizontal coordinates were established by autonomous hand held GPS
 DP3895.observations and have an estimated accuracy of +/- 10 meters.
 DP3895
 DP3895.The orthometric height was determined by differential leveling and
 DP3895.adjusted by the NATIONAL GEODETIC SURVEY
 DP3895.in February 2015.
 DP3895
 DP3895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3895.GEOID18 height accuracy estimate available here.
 DP3895
 DP3895.Click photographs - Photos may exist for this station.
 DP3895
 DP3895.The dynamic height is computed by dividing the NAVD 88
 DP3895.geopotential number by the normal gravity value computed on the
 DP3895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3895.degrees latitude (g = 980.6199 gals.).
 DP3895
 DP3895.The modeled gravity was interpolated from observed gravity values.
 DP3895
 DP3895;                    North         East    Units  Estimated Accuracy
 DP3895;SPC FL E     -   359,990.      151,505.      MT  (+/- 10 meters HH2 GPS)
 DP3895
 DP3895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5152150999(NAD 83)
 DP3895
 DP3895                          SUPERSEDED SURVEY CONTROL
 DP3895
 DP3895.No superseded survey control is available for this station.
 DP3895
 DP3895_MARKER: DD = SURVEY DISK
 DP3895_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3895_STAMPING: 25521 A 2013
 DP3895_MARK LOGO: SWFWMD
 DP3895_PROJECTION: RECESSED 5 CENTIMETERS
 DP3895_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3895+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2022
 DP3895_ROD/PIPE-DEPTH: 14.3 meters
 DP3895
 DP3895  HISTORY     - Date     Condition        Report By
 DP3895  HISTORY     - 20130622 MONUMENTED       FLDEP
 DP3895  HISTORY     - 20220630 GOOD             GEOCAC
 DP3895
 DP3895                          STATION DESCRIPTION
 DP3895
 DP3895'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3895'THE MARK IS ABOUT 9.9 MI (15.9 KM) EAST-SOUTHEAST OF BEREAH, 6.7 MI
 DP3895'(10.8 KM) NORTH-NORTHWEST OF SEBRING, 1.3 MI (2.1 KM) SOUTHEAST OF
 DP3895'AVON PARK, IN SECTION 23, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3895'
 DP3895'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3895'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO EAST
 DP3895'ON STATE ROAD 17 SOUTH (WEST MAIN STREET) FOR 1.25 MI (2.0 KM) TO THE
 DP3895'INTERSECTION OF MIRACLE AVENUE ON THE LEFT AND MEMORIAL DRIVE (STATE
 DP3895'ROAD 17 SOUTH) ON THE RIGHT.  TURN RIGHT ON MEMORIAL DRIVE AND GO
 DP3895'SOUTH FOR 0.95 MI (1.5 KM) TO THE INTERSECTION OF EAST THIRD STREET ON
 DP3895'THE RIGHT AND BEN HICKS STREET ON THE LEFT.  TURN LEFT ON BEN HICKS
 DP3895'STREET AND GO EAST AND SOUTHEAST FOR 0.2 MI (0.3 KM) TO THE LAKE
 DP3895'LOTELA BOAT RAMP AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DP3895'REFUSAL AT A DEPTH OF 47.0 FT (14.3 M) WITH AN ALUMINUM DISK ENCASED
 DP3895'IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DP3895'THE GROUND AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF BEN HICKS
 DP3895'STREET.
 DP3895'
 DP3895'LOCATED 217.0 FT (66.1 M) NORTHWEST OF SURVEY MARK 25521 B, 96.2 FT
 DP3895'(29.3 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP,
 DP3895'70.0 FT (21.3 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF BEN HICKS
 DP3895'STREET, 2.2 FT (0.7 M) SOUTHWEST OF A CHAIN LINK FENCE CORNER POST AND
 DP3895'1.8 FT (0.5 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DP3895'
 DP3895'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3895'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3895
 DP3895                          STATION RECOVERY (2022)
 DP3895
 DP3895'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3895'THE CARSONITE WITNESS POST IS MISSING.  REMOVE REFERENCE TO EAST THIRD
 DP3895'STREET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3896 ***********************************************************************
 DP3896  DESIGNATION -  25521 B
 DP3896  PID         -  DP3896
 DP3896  STATE/COUNTY-  FL/HIGHLANDS
 DP3896  COUNTRY     -  US
 DP3896  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3896
 DP3896                         *CURRENT SURVEY CONTROL
 DP3896  ______________________________________________________________________
 DP3896* NAD 83(1986) POSITION- 27 34 53.4    (N) 081 29 27.3    (W)   HD_HELD2
 DP3896* NAVD 88 ORTHO HEIGHT -    33.875 (meters)      111.14  (feet) ADJUSTED
 DP3896  ______________________________________________________________________
 DP3896  GEOID HEIGHT    -        -25.986 (meters)                     GEOID18
 DP3896  DYNAMIC HEIGHT  -         33.823 (meters)      110.97  (feet) COMP
 DP3896  MODELED GRAVITY -    979,126.3   (mgal)                       NAVD 88
 DP3896
 DP3896  VERT ORDER      -  FIRST     CLASS II
 DP3896
 DP3896.The horizontal coordinates were established by autonomous hand held GPS
 DP3896.observations and have an estimated accuracy of +/- 10 meters.
 DP3896
 DP3896.The orthometric height was determined by differential leveling and
 DP3896.adjusted by the NATIONAL GEODETIC SURVEY
 DP3896.in February 2015.
 DP3896
 DP3896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3896.GEOID18 height accuracy estimate available here.
 DP3896
 DP3896.Click photographs - Photos may exist for this station.
 DP3896
 DP3896.The dynamic height is computed by dividing the NAVD 88
 DP3896.geopotential number by the normal gravity value computed on the
 DP3896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3896.degrees latitude (g = 980.6199 gals.).
 DP3896
 DP3896.The modeled gravity was interpolated from observed gravity values.
 DP3896
 DP3896;                    North         East    Units  Estimated Accuracy
 DP3896;SPC FL E     -   359,931.      151,530.      MT  (+/- 10 meters HH2 GPS)
 DP3896
 DP3896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5154650940(NAD 83)
 DP3896
 DP3896                          SUPERSEDED SURVEY CONTROL
 DP3896
 DP3896.No superseded survey control is available for this station.
 DP3896
 DP3896_MARKER: DD = SURVEY DISK
 DP3896_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3896_STAMPING: 25521 B 2013
 DP3896_MARK LOGO: SWFWMD
 DP3896_PROJECTION: RECESSED 5 CENTIMETERS
 DP3896_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3896+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2022
 DP3896_ROD/PIPE-DEPTH: 13.0 meters
 DP3896
 DP3896  HISTORY     - Date     Condition        Report By
 DP3896  HISTORY     - 20130622 MONUMENTED       FLDEP
 DP3896  HISTORY     - 20220630 GOOD             GEOCAC
 DP3896
 DP3896                          STATION DESCRIPTION
 DP3896
 DP3896'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3896'THE MARK IS ABOUT 9.9 MI (15.9 KM) EAST-SOUTHEAST OF BEREAH, 6.7 MI
 DP3896'(10.8 KM) NORTH-NORTHWEST OF SEBRING, 1.3 MI (2.1 KM) SOUTHEAST OF
 DP3896'AVON PARK, IN SECTION 23, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3896'
 DP3896'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3896'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO EAST
 DP3896'ON STATE ROAD 17 SOUTH (WEST MAIN STREET) FOR 1.25 MI (2.0 KM) TO THE
 DP3896'INTERSECTION OF MIRACLE AVENUE ON THE LEFT AND MEMORIAL DRIVE (STATE
 DP3896'ROAD 17 SOUTH) ON THE RIGHT.  TURN RIGHT ON MEMORIAL DRIVE AND GO
 DP3896'SOUTH FOR 0.95 MI (1.5 KM) TO THE INTERSECTION OF EAST THIRD STREET ON
 DP3896'THE RIGHT AND BEN HICKS STREET ON THE LEFT.  TURN LEFT ON BEN HICKS
 DP3896'STREET AND GO EAST AND SOUTHEAST FOR 0.2 MI (0.3 KM) TO THE LAKE
 DP3896'LOTELA BOAT RAMP ON THE LEFT AND THE MARK ON THE RIGHT, AN ALUMINUM
 DP3896'ROD DRIVEN TO REFUSAL AT A DEPTH OF 42.6 FT (13.0 M) WITH AN ALUMINUM
 DP3896'DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW
 DP3896'THE LEVEL OF THE GROUND AND ABOUT 0.2 FT (6 CM) BELOW THE LEVEL OF BEN
 DP3896'HICKS STREET.
 DP3896'
 DP3896'LOCATED 217.0 FT (66.1 M) SOUTHEAST OF SURVEY MARK 25521 A, 63.0 FT
 DP3896'(19.2 M) SOUTHEAST OF THE APPROXIMATE EXTENDED CENTERLINE OF THE BOAT
 DP3896'RAMP, 13.2 FT (4.0 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF BEN
 DP3896'HICKS STREET, 1.8 FT (0.5 M) NORTHEAST OF A CHAIN LINK FENCE AND 1.6
 DP3896'FT (0.5 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DP3896'
 DP3896'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3896'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3896
 DP3896                          STATION RECOVERY (2022)
 DP3896
 DP3896'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3896'REMOVE REFERENCE TO EAST THIRD STREET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3912 ***********************************************************************
 DP3912  DESIGNATION -  25524 A
 DP3912  PID         -  DP3912
 DP3912  STATE/COUNTY-  FL/HIGHLANDS
 DP3912  COUNTRY     -  US
 DP3912  USGS QUAD   -  AVON PARK (2018)
 DP3912
 DP3912                         *CURRENT SURVEY CONTROL
 DP3912  ______________________________________________________________________
 DP3912* NAD 83(1986) POSITION- 27 36 10.0    (N) 081 31 42.2    (W)   HD_HELD2
 DP3912* NAVD 88 ORTHO HEIGHT -    54.762 (meters)      179.67  (feet) ADJUSTED
 DP3912  ______________________________________________________________________
 DP3912  GEOID HEIGHT    -        -25.941 (meters)                     GEOID18
 DP3912  DYNAMIC HEIGHT  -         54.679 (meters)      179.39  (feet) COMP
 DP3912  MODELED GRAVITY -    979,129.0   (mgal)                       NAVD 88
 DP3912
 DP3912  VERT ORDER      -  FIRST     CLASS II
 DP3912
 DP3912.The horizontal coordinates were established by autonomous hand held GPS
 DP3912.observations and have an estimated accuracy of +/- 10 meters.
 DP3912
 DP3912.The orthometric height was determined by differential leveling and
 DP3912.adjusted by the NATIONAL GEODETIC SURVEY
 DP3912.in February 2015.
 DP3912
 DP3912.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3912.GEOID18 height accuracy estimate available here.
 DP3912
 DP3912.Click photographs - Photos may exist for this station.
 DP3912
 DP3912.The dynamic height is computed by dividing the NAVD 88
 DP3912.geopotential number by the normal gravity value computed on the
 DP3912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3912.degrees latitude (g = 980.6199 gals.).
 DP3912
 DP3912.The modeled gravity was interpolated from observed gravity values.
 DP3912
 DP3912;                    North         East    Units  Estimated Accuracy
 DP3912;SPC FL E     -   362,304.      147,840.      MT  (+/- 10 meters HH2 GPS)
 DP3912
 DP3912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4785753312(NAD 83)
 DP3912
 DP3912                          SUPERSEDED SURVEY CONTROL
 DP3912
 DP3912.No superseded survey control is available for this station.
 DP3912
 DP3912_MARKER: DD = SURVEY DISK
 DP3912_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3912_STAMPING: 25524 A 2013
 DP3912_MARK LOGO: SWFWMD
 DP3912_PROJECTION: RECESSED 8 CENTIMETERS
 DP3912_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3912+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2022
 DP3912_ROD/PIPE-DEPTH: 10.6 meters
 DP3912
 DP3912  HISTORY     - Date     Condition        Report By
 DP3912  HISTORY     - 20130609 MONUMENTED       FLDEP
 DP3912  HISTORY     - 20220621 GOOD             GEOCAC
 DP3912
 DP3912                          STATION DESCRIPTION
 DP3912
 DP3912'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3912'THE MARK IS ABOUT 9.1 MI (14.6 KM) NORTHWEST OF SEBRING, 7.2 MI (11.6
 DP3912'KM) SOUTHEAST OF BEREAH, 1.4 MI (2.3 KM) WEST-NORTHWEST OF AVON PARK,
 DP3912'IN ESTIMATED SECTION 21, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3912'
 DP3912'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3912'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3912'ON U.S. HIGHWAY 27 FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF WINTHROP
 DP3912'STREET ON THE RIGHT AND TAUNTON ROAD ON THE LEFT.  TURN LEFT ON
 DP3912'TAUNTON ROAD AND GO WEST FOR 0.85 MI (1.4 KM) TO A WELL SITE ON THE
 DP3912'RIGHT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP3912'DEPTH OF 34.8 FT (10.6 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DP3912'(10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND
 DP3912'AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF TAUNTON ROAD.
 DP3912'
 DP3912'LOCATED 138.0 FT (42.1 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DP3912'DRIVEWAY AT 1783 TAUNTON ROAD, 112.0 FT (34.1 M) EAST-SOUTHEAST OF
 DP3912'SURVEY MARK 25524 B, 23.2 FT (7.1 M) SOUTH OF THE APPROXIMATE
 DP3912'CENTERLINE OF TAUNTON ROAD, 9.0 FT (2.7 M) NORTH OF A WOODEN POWER
 DP3912'POLE NUMBERED 6123606 AND 8.7 FT (2.7 M) NORTH OF A CARSONITE WITNESS
 DP3912'POST.
 DP3912'
 DP3912'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3912'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3912
 DP3912                          STATION RECOVERY (2022)
 DP3912
 DP3912'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3912'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3913 ***********************************************************************
 DP3913  DESIGNATION -  25524 B
 DP3913  PID         -  DP3913
 DP3913  STATE/COUNTY-  FL/HIGHLANDS
 DP3913  COUNTRY     -  US
 DP3913  USGS QUAD   -  AVON PARK (2018)
 DP3913
 DP3913                         *CURRENT SURVEY CONTROL
 DP3913  ______________________________________________________________________
 DP3913* NAD 83(1986) POSITION- 27 36 10.5    (N) 081 31 43.3    (W)   HD_HELD2
 DP3913* NAVD 88 ORTHO HEIGHT -    56.068 (meters)      183.95  (feet) ADJUSTED
 DP3913  ______________________________________________________________________
 DP3913  GEOID HEIGHT    -        -25.941 (meters)                     GEOID18
 DP3913  DYNAMIC HEIGHT  -         55.983 (meters)      183.67  (feet) COMP
 DP3913  MODELED GRAVITY -    979,129.1   (mgal)                       NAVD 88
 DP3913
 DP3913  VERT ORDER      -  FIRST     CLASS II
 DP3913
 DP3913.The horizontal coordinates were established by autonomous hand held GPS
 DP3913.observations and have an estimated accuracy of +/- 10 meters.
 DP3913
 DP3913.The orthometric height was determined by differential leveling and
 DP3913.adjusted by the NATIONAL GEODETIC SURVEY
 DP3913.in February 2015.
 DP3913
 DP3913.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3913.GEOID18 height accuracy estimate available here.
 DP3913
 DP3913.Click photographs - Photos may exist for this station.
 DP3913
 DP3913.The dynamic height is computed by dividing the NAVD 88
 DP3913.geopotential number by the normal gravity value computed on the
 DP3913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3913.degrees latitude (g = 980.6199 gals.).
 DP3913
 DP3913.The modeled gravity was interpolated from observed gravity values.
 DP3913
 DP3913;                    North         East    Units  Estimated Accuracy
 DP3913;SPC FL E     -   362,320.      147,810.      MT  (+/- 10 meters HH2 GPS)
 DP3913
 DP3913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4782753328(NAD 83)
 DP3913
 DP3913                          SUPERSEDED SURVEY CONTROL
 DP3913
 DP3913.No superseded survey control is available for this station.
 DP3913
 DP3913_MARKER: DD = SURVEY DISK
 DP3913_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3913_STAMPING: 25524 B 2013
 DP3913_MARK LOGO: SWFWMD
 DP3913_PROJECTION: RECESSED 8 CENTIMETERS
 DP3913_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3913_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3913+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2022
 DP3913_ROD/PIPE-DEPTH: 11.7 meters
 DP3913
 DP3913  HISTORY     - Date     Condition        Report By
 DP3913  HISTORY     - 20130609 MONUMENTED       FLDEP
 DP3913  HISTORY     - 20220621 GOOD             GEOCAC
 DP3913
 DP3913                          STATION DESCRIPTION
 DP3913
 DP3913'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3913'THE MARK IS ABOUT 9.1 MI (14.6 KM) NORTHWEST OF SEBRING, 7.2 MI (11.6
 DP3913'KM) SOUTHEAST OF BEREAH, 1.4 MI (2.3 KM) WEST-NORTHWEST OF AVON PARK,
 DP3913'IN ESTIMATED SECTION 21, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3913'
 DP3913'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3913'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3913'ON U.S. HIGHWAY 27 FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF WINTHROP
 DP3913'STREET ON THE RIGHT AND TAUNTON ROAD ON THE LEFT.  TURN LEFT ON
 DP3913'TAUNTON ROAD AND GO WEST FOR 0.85 MI (1.4 KM) TO A WELL SITE ON THE
 DP3913'RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DP3913'A DEPTH OF 38.5 FT (11.7 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DP3913'(10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND
 DP3913'AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF TAUNTON ROAD.
 DP3913'
 DP3913'LOCATED 112.0 FT (34.1 M) WEST-NORTHWEST OF SURVEY MARK 25524 A, 90.0
 DP3913'FT (27.4 M) EAST OF THE APPROXIMATE EXTENDED CENTERLINE OF THE
 DP3913'DRIVEWAY AT 1815 TAUNTON ROAD, 14.5 FT (4.4 M) NORTH OF THE
 DP3913'APPROXIMATE CENTERLINE OF TAUNTON ROAD, 4.5 FT (1.4 M) SOUTH OF A
 DP3913'CARSONITE WITNESS POST AND 3.5 FT (1.1 M) SOUTHEAST OF THE CENTER OF
 DP3913'THE WELL CASING.
 DP3913'
 DP3913'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3913'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3913
 DP3913                          STATION RECOVERY (2022)
 DP3913
 DP3913'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3897 ***********************************************************************
 DP3897  DESIGNATION -  25529 A
 DP3897  PID         -  DP3897
 DP3897  STATE/COUNTY-  FL/HIGHLANDS
 DP3897  COUNTRY     -  US
 DP3897  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3897
 DP3897                         *CURRENT SURVEY CONTROL
 DP3897  ______________________________________________________________________
 DP3897* NAD 83(1986) POSITION- 27 36 15.6    (N) 081 28 48.3    (W)   HD_HELD2
 DP3897* NAVD 88 ORTHO HEIGHT -    45.414 (meters)      149.00  (feet) ADJUSTED
 DP3897  ______________________________________________________________________
 DP3897  GEOID HEIGHT    -        -26.062 (meters)                     GEOID18
 DP3897  DYNAMIC HEIGHT  -         45.344 (meters)      148.77  (feet) COMP
 DP3897  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 DP3897
 DP3897  VERT ORDER      -  FIRST     CLASS II
 DP3897
 DP3897.The horizontal coordinates were established by autonomous hand held GPS
 DP3897.observations and have an estimated accuracy of +/- 10 meters.
 DP3897
 DP3897.The orthometric height was determined by differential leveling and
 DP3897.adjusted by the NATIONAL GEODETIC SURVEY
 DP3897.in February 2015.
 DP3897
 DP3897.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3897.GEOID18 height accuracy estimate available here.
 DP3897
 DP3897.Click photographs - Photos may exist for this station.
 DP3897
 DP3897.The dynamic height is computed by dividing the NAVD 88
 DP3897.geopotential number by the normal gravity value computed on the
 DP3897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3897.degrees latitude (g = 980.6199 gals.).
 DP3897
 DP3897.The modeled gravity was interpolated from observed gravity values.
 DP3897
 DP3897;                    North         East    Units  Estimated Accuracy
 DP3897;SPC FL E     -   362,457.      152,609.      MT  (+/- 10 meters HH2 GPS)
 DP3897
 DP3897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5262553465(NAD 83)
 DP3897
 DP3897                          SUPERSEDED SURVEY CONTROL
 DP3897
 DP3897.No superseded survey control is available for this station.
 DP3897
 DP3897_MARKER: DD = SURVEY DISK
 DP3897_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3897_STAMPING: 25529 A 2013
 DP3897_MARK LOGO: SWFWMD
 DP3897_PROJECTION: RECESSED 8 CENTIMETERS
 DP3897_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3897+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2022
 DP3897_ROD/PIPE-DEPTH: 17.7 meters
 DP3897
 DP3897  HISTORY     - Date     Condition        Report By
 DP3897  HISTORY     - 20130622 MONUMENTED       FLDEP
 DP3897  HISTORY     - 20220624 GOOD             GEOCAC
 DP3897
 DP3897                          STATION DESCRIPTION
 DP3897
 DP3897'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3897'THE MARK ABOUT 9.7 MI (15.6 KM) EAST-SOUTHEAST OF BEREAH, 7.9 MI (12.7
 DP3897'KM) NORTH-NORTHWEST OF SEBRING, 1.7 MI (2.7 KM) EAST-NORTHEAST OF AVON
 DP3897'PARK, IN SECTION 13, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3897'
 DP3897'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3897'17 SOUTH (WEST MAIN STREET, BECOMING COUNTY ROAD 64) AND U.S. HIGHWAY
 DP3897'27 IN AVON PARK, GO EAST ON STATE ROAD 17 SOUTH (WEST MAIN STREET,
 DP3897'BECOMING COUNTY ROAD 64) FOR 2.0 MI (3.2 KM) TO THE INTERSECTION OF
 DP3897'COUNTY ROAD 17A.  TURN LEFT ON COUNTY ROAD 17A NORTH AND GO NORTH FOR
 DP3897'0.5 MI (0.8 KM) TO THE INTERSECTION OF WINTHROP STREET.  CONTINUE
 DP3897'NORTH ON COUNTY ROAD 17A NORTH FOR ABOUT 250.0 FT (76.2 M) TO AN
 DP3897'UNPAVED COUNTY GARAGE DRIVEWAY ON THE RIGHT.  TURN RIGHT ENTERING THE
 DP3897'COUNTY FACILITY AND GO EAST FOR ABOUT 175.0 FT (53.3 M) TO A LOCKED
 DP3897'CHAIN LINK FENCE GATE ON THE LEFT.  TURN LEFT ENTERING THE FENCED AREA
 DP3897'AND GO NORTHEAST FOR ABOUT 450.0 FT (137.2 M) TO A WELL SITE AND THE
 DP3897'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP3897'58.0 FT (17.7 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DP3897'PIPE RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DP3897'1.0 FT (0.3 M) BELOW THE LEVEL OF THE SHELL ROAD.
 DP3897'
 DP3897'LOCATED 66.3 FT (20.2 M) SOUTH-SOUTHEAST OF SURVEY MARK 25529 B, 64.2
 DP3897'FT (19.6 M) SOUTH-SOUTHEAST OF THE NORTHERNMOST OF 2 WELL PIPES, 50.2
 DP3897'FT (15.3 M) SOUTH-SOUTHEAST OF A CHAIN LINK FENCE CORNER POST, 2.2 FT
 DP3897'(0.7 M) WEST OF A CHAIN LINK FENCE AND 2.0 FT (0.6 M) WEST OF A
 DP3897'CARSONITE WITNESS POST.
 DP3897'
 DP3897'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3897'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3897
 DP3897                          STATION RECOVERY (2022)
 DP3897
 DP3897'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3897'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3898 ***********************************************************************
 DP3898  DESIGNATION -  25529 B
 DP3898  PID         -  DP3898
 DP3898  STATE/COUNTY-  FL/HIGHLANDS
 DP3898  COUNTRY     -  US
 DP3898  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3898
 DP3898                         *CURRENT SURVEY CONTROL
 DP3898  ______________________________________________________________________
 DP3898* NAD 83(1986) POSITION- 27 36 16.1    (N) 081 28 48.4    (W)   HD_HELD2
 DP3898* NAVD 88 ORTHO HEIGHT -    45.199 (meters)      148.29  (feet) ADJUSTED
 DP3898  ______________________________________________________________________
 DP3898  GEOID HEIGHT    -        -26.062 (meters)                     GEOID18
 DP3898  DYNAMIC HEIGHT  -         45.131 (meters)      148.07  (feet) COMP
 DP3898  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 DP3898
 DP3898  VERT ORDER      -  FIRST     CLASS II
 DP3898
 DP3898.The horizontal coordinates were established by autonomous hand held GPS
 DP3898.observations and have an estimated accuracy of +/- 10 meters.
 DP3898
 DP3898.The orthometric height was determined by differential leveling and
 DP3898.adjusted by the NATIONAL GEODETIC SURVEY
 DP3898.in February 2015.
 DP3898
 DP3898.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3898.GEOID18 height accuracy estimate available here.
 DP3898
 DP3898.Click photographs - Photos may exist for this station.
 DP3898
 DP3898.The dynamic height is computed by dividing the NAVD 88
 DP3898.geopotential number by the normal gravity value computed on the
 DP3898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3898.degrees latitude (g = 980.6199 gals.).
 DP3898
 DP3898.The modeled gravity was interpolated from observed gravity values.
 DP3898
 DP3898;                    North         East    Units  Estimated Accuracy
 DP3898;SPC FL E     -   362,473.      152,607.      MT  (+/- 10 meters HH2 GPS)
 DP3898
 DP3898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5262253480(NAD 83)
 DP3898
 DP3898                          SUPERSEDED SURVEY CONTROL
 DP3898
 DP3898.No superseded survey control is available for this station.
 DP3898
 DP3898_MARKER: DD = SURVEY DISK
 DP3898_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3898_STAMPING: 25529 B 2013
 DP3898_MARK LOGO: SWFWMD
 DP3898_PROJECTION: RECESSED 5 CENTIMETERS
 DP3898_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3898+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2022
 DP3898_ROD/PIPE-DEPTH: 14.4 meters
 DP3898
 DP3898  HISTORY     - Date     Condition        Report By
 DP3898  HISTORY     - 20130622 MONUMENTED       FLDEP
 DP3898  HISTORY     - 20151012 GOOD             FLDEP
 DP3898  HISTORY     - 20220624 GOOD             GEOCAC
 DP3898
 DP3898                          STATION DESCRIPTION
 DP3898
 DP3898'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3898'THE MARK ABOUT 9.7 MI (15.6 KM) EAST-SOUTHEAST OF BEREAH, 7.9 MI (12.7
 DP3898'KM) NORTH-NORTHWEST OF SEBRING, 1.7 MI (2.7 KM) EAST-NORTHEAST OF AVON
 DP3898'PARK, IN SECTION 13, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3898'
 DP3898'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3898'17 SOUTH (WEST MAIN STREET, BECOMING COUNTY ROAD 64) AND U.S. HIGHWAY
 DP3898'27 IN AVON PARK, GO EAST ON STATE ROAD 17 SOUTH (WEST MAIN STREET,
 DP3898'BECOMING COUNTY ROAD 64) FOR 2.0 MI (3.2 KM) TO THE INTERSECTION OF
 DP3898'COUNTY ROAD 17A.  TURN LEFT ON COUNTY ROAD 17A NORTH AND GO NORTH FOR
 DP3898'0.5 MI (0.8 KM) TO THE INTERSECTION OF WINTHROP STREET.  CONTINUE
 DP3898'NORTH ON COUNTY ROAD 17A NORTH FOR ABOUT 250.0 FT (76.2 M) TO AN
 DP3898'UNPAVED COUNTY GARAGE DRIVEWAY ON THE RIGHT.  TURN RIGHT ENTERING THE
 DP3898'COUNTY FACILITY AND GO EAST FOR ABOUT 175.0 FT (53.3 M) TO A LOCKED
 DP3898'CHAIN LINK FENCE GATE ON THE LEFT.  TURN LEFT ENTERING THE FENCED AREA
 DP3898'AND GO NORTHEAST FOR ABOUT 450.0 FT (137.2 M) TO A WELL SITE AND THE
 DP3898'MARK AHEAD, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 47.3 FT
 DP3898'(14.4 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DP3898'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.6 FT
 DP3898'(18 CM) BELOW THE LEVEL OF THE SHELL ROAD.
 DP3898'
 DP3898'LOCATED 66.3 FT (20.2 M) NORTH-NORTHWEST OF SURVEY MARK 25529 B, 6.3
 DP3898'FT (1.9 M) WEST OF THE NORTHERNMOST OF 2 WELL PIPES, 4.8 FT (1.5 M)
 DP3898'SOUTHWEST OF A CHAIN LINK FENCE CORNER POST, 2.3 FT (0.7 M) WEST OF A
 DP3898'CHAIN LINK FENCE AND 2.2 FT (0.7 M) WEST OF A CARSONITE WITNESS POST.
 DP3898'
 DP3898'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3898'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3898
 DP3898                          STATION RECOVERY (2015)
 DP3898
 DP3898'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DP3898'RECOVERED AS DESCRIBED.
 DP3898'
 DP3898'NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
 DP3898
 DP3898                          STATION RECOVERY (2022)
 DP3898
 DP3898'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3898'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3918 ***********************************************************************
 DP3918  DESIGNATION -  25534 A
 DP3918  PID         -  DP3918
 DP3918  STATE/COUNTY-  FL/HIGHLANDS
 DP3918  COUNTRY     -  US
 DP3918  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3918
 DP3918                         *CURRENT SURVEY CONTROL
 DP3918  ______________________________________________________________________
 DP3918* NAD 83(1986) POSITION- 27 36 57.0    (N) 081 29 49.8    (W)   HD_HELD2
 DP3918* NAVD 88 ORTHO HEIGHT -    34.117 (meters)      111.93  (feet) ADJUSTED
 DP3918  ______________________________________________________________________
 DP3918  GEOID HEIGHT    -        -26.048 (meters)                     GEOID18
 DP3918  DYNAMIC HEIGHT  -         34.065 (meters)      111.76  (feet) COMP
 DP3918  MODELED GRAVITY -    979,128.3   (mgal)                       NAVD 88
 DP3918
 DP3918  VERT ORDER      -  FIRST     CLASS II
 DP3918
 DP3918.The horizontal coordinates were established by autonomous hand held GPS
 DP3918.observations and have an estimated accuracy of +/- 10 meters.
 DP3918
 DP3918.The orthometric height was determined by differential leveling and
 DP3918.adjusted by the NATIONAL GEODETIC SURVEY
 DP3918.in February 2015.
 DP3918
 DP3918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3918.GEOID18 height accuracy estimate available here.
 DP3918
 DP3918.Click photographs - Photos may exist for this station.
 DP3918
 DP3918.The dynamic height is computed by dividing the NAVD 88
 DP3918.geopotential number by the normal gravity value computed on the
 DP3918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3918.degrees latitude (g = 980.6199 gals.).
 DP3918
 DP3918.The modeled gravity was interpolated from observed gravity values.
 DP3918
 DP3918;                    North         East    Units  Estimated Accuracy
 DP3918;SPC FL E     -   363,738.      150,928.      MT  (+/- 10 meters HH2 GPS)
 DP3918
 DP3918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5094454746(NAD 83)
 DP3918
 DP3918                          SUPERSEDED SURVEY CONTROL
 DP3918
 DP3918.No superseded survey control is available for this station.
 DP3918
 DP3918_MARKER: DD = SURVEY DISK
 DP3918_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3918_STAMPING: 25534 A 2013
 DP3918_MARK LOGO: SWFWMD
 DP3918_PROJECTION: RECESSED 8 CENTIMETERS
 DP3918_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3918+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2022
 DP3918_ROD/PIPE-DEPTH: 14.9 meters
 DP3918
 DP3918  HISTORY     - Date     Condition        Report By
 DP3918  HISTORY     - 20130621 MONUMENTED       FLDEP
 DP3918  HISTORY     - 20151012 GOOD             FLDEP
 DP3918  HISTORY     - 20220624 GOOD             GEOCAC
 DP3918
 DP3918                          STATION DESCRIPTION
 DP3918
 DP3918'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3918'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTH OF FROSTPROOF, 7.7 MI (12.4
 DP3918'KM) EAST-SOUTHEAST OF BEREAH, 1.6 MI (2.6 KM) NORTH OF AVON PARK, IN
 DP3918'SECTION 14, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3918'
 DP3918'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3918'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3918'ON U.S. HIGHWAY 27 FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF COUNTY
 DP3918'ROAD 17A WEST ON THE RIGHT AND WEST STRYKER ROAD ON THE LEFT.  TURN
 DP3918'RIGHT ON COUNTY ROAD 17A WEST AND GO EAST FOR 1.05 MI (1.7 KM) TO THE
 DP3918'JUNCTION OF NORTH TOWER ROAD ON THE RIGHT.  TURN RIGHT ON NORTH TOWER
 DP3918'ROAD AND GO SOUTH FOR 0.1 MI (0.2 KM) TO A DRIVEWAY AT 1630 NORTH
 DP3918'TOWER ROAD ON THE LEFT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DP3918'DRIVEN TO REFUSAL AT A DEPTH OF 49.0 FT (14.9 M) WITH AN ALUMINUM DISK
 DP3918'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE
 DP3918'LEVEL OF THE GROUND AND ABOUT 0.3 FT (9 CM) BELOW THE LEVEL OF NORTH
 DP3918'TOWER ROAD.
 DP3918'
 DP3918'LOCATED 133.6 FT (40.7 M) NORTH-NORTHWEST OF SURVEY MARK 25534 B, 84.2
 DP3918'FT (25.7 M) NORTHWEST OF A 36-INCH (91 CM) DIAMETER LIVE OAK TREE,
 DP3918'20.4 FT (6.2 M) EAST OF THE NORTHEAST CORNER OF THE STORAGE SHED, 16.4
 DP3918'FT (5.0 M) WEST OF THE APPROXIMATE CENTERLINE OF NORTH TOWER ROAD, 1.2
 DP3918'FT (0.4 M) SOUTH OF THE SOUTH END OF A 2-RAIL WOODEN FENCE AND 1.1 FT
 DP3918'(0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 DP3918'
 DP3918'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3918'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3918
 DP3918                          STATION RECOVERY (2015)
 DP3918
 DP3918'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DP3918'RECOVERED AS DESCRIBED.
 DP3918
 DP3918                          STATION RECOVERY (2022)
 DP3918
 DP3918'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3918'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3919 ***********************************************************************
 DP3919  DESIGNATION -  25534 B
 DP3919  PID         -  DP3919
 DP3919  STATE/COUNTY-  FL/HIGHLANDS
 DP3919  COUNTRY     -  US
 DP3919  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3919
 DP3919                         *CURRENT SURVEY CONTROL
 DP3919  ______________________________________________________________________
 DP3919* NAD 83(1986) POSITION- 27 36 55.7    (N) 081 29 49.5    (W)   HD_HELD2
 DP3919* NAVD 88 ORTHO HEIGHT -    33.174 (meters)      108.84  (feet) ADJUSTED
 DP3919  ______________________________________________________________________
 DP3919  GEOID HEIGHT    -        -26.048 (meters)                     GEOID18
 DP3919  DYNAMIC HEIGHT  -         33.124 (meters)      108.67  (feet) COMP
 DP3919  MODELED GRAVITY -    979,128.3   (mgal)                       NAVD 88
 DP3919
 DP3919  VERT ORDER      -  FIRST     CLASS II
 DP3919
 DP3919.The horizontal coordinates were established by autonomous hand held GPS
 DP3919.observations and have an estimated accuracy of +/- 10 meters.
 DP3919
 DP3919.The orthometric height was determined by differential leveling and
 DP3919.adjusted by the NATIONAL GEODETIC SURVEY
 DP3919.in February 2015.
 DP3919
 DP3919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3919.GEOID18 height accuracy estimate available here.
 DP3919
 DP3919.Click photographs - Photos may exist for this station.
 DP3919
 DP3919.The dynamic height is computed by dividing the NAVD 88
 DP3919.geopotential number by the normal gravity value computed on the
 DP3919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3919.degrees latitude (g = 980.6199 gals.).
 DP3919
 DP3919.The modeled gravity was interpolated from observed gravity values.
 DP3919
 DP3919;                    North         East    Units  Estimated Accuracy
 DP3919;SPC FL E     -   363,698.      150,936.      MT  (+/- 10 meters HH2 GPS)
 DP3919
 DP3919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5095254706(NAD 83)
 DP3919
 DP3919                          SUPERSEDED SURVEY CONTROL
 DP3919
 DP3919.No superseded survey control is available for this station.
 DP3919
 DP3919_MARKER: DD = SURVEY DISK
 DP3919_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3919_STAMPING: 25534 B 2013
 DP3919_MARK LOGO: SWFWMD
 DP3919_PROJECTION: RECESSED 18 CENTIMETERS
 DP3919_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3919+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2022
 DP3919_ROD/PIPE-DEPTH: 18.0 meters
 DP3919
 DP3919  HISTORY     - Date     Condition        Report By
 DP3919  HISTORY     - 20130621 MONUMENTED       FLDEP
 DP3919  HISTORY     - 20220624 GOOD             GEOCAC
 DP3919
 DP3919                          STATION DESCRIPTION
 DP3919
 DP3919'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3919'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTH OF FROSTPROOF, 7.7 MI (12.4
 DP3919'KM) EAST-SOUTHEAST OF BEREAH, 1.6 MI (2.6 KM) NORTH OF AVON PARK, IN
 DP3919'SECTION 14, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3919'
 DP3919'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3919'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3919'ON U.S. HIGHWAY 27 FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF COUNTY
 DP3919'ROAD 17A WEST ON THE RIGHT AND WEST STRYKER ROAD ON THE LEFT.  TURN
 DP3919'RIGHT ON COUNTY ROAD 17A WEST AND GO EAST FOR 1.05 MI (1.7 KM) TO THE
 DP3919'JUNCTION OF NORTH TOWER ROAD ON THE RIGHT.  TURN RIGHT ON NORTH TOWER
 DP3919'ROAD AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE VIOLET MOSELY RESIDENCE
 DP3919'AT 1630 NORTH TOWER ROAD ON THE LEFT AND THE MARK, IN THE BACK YARD
 DP3919'NEAR THE HISTORIC HIGH WATER MARK OF LAKE VIOLA, AN ALUMINUM ROD
 DP3919'DRIVEN TO REFUSAL AT A DEPTH OF 59.0 FT (18.0 M) WITH AN ALUMINUM DISK
 DP3919'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE
 DP3919'LEVEL OF THE GROUND AND ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF NORTH
 DP3919'TOWER ROAD.
 DP3919'
 DP3919'LOCATED 135.0 FT (41.1 M) NORTH-NORTHWEST OF THE STAFF GAUGE, 133.6 FT
 DP3919'(40.7 M) SOUTH-SOUTHEAST OF SURVEY MARK 25534 A, 5.0 FT (1.5 M) SOUTH
 DP3919'OF A 14-INCH (36 CM) DIAMETER PALM TREE AND 2.5 FT (0.8 M) SOUTH OF A
 DP3919'CARSONITE WITNESS POST.
 DP3919'
 DP3919'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3919'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3919
 DP3919                          STATION RECOVERY (2022)
 DP3919
 DP3919'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3919'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3920 ***********************************************************************
 DP3920  DESIGNATION -  25535 A
 DP3920  PID         -  DP3920
 DP3920  STATE/COUNTY-  FL/HIGHLANDS
 DP3920  COUNTRY     -  US
 DP3920  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3920
 DP3920                         *CURRENT SURVEY CONTROL
 DP3920  ______________________________________________________________________
 DP3920* NAD 83(1986) POSITION- 27 37 09.4    (N) 081 29 43.9    (W)   HD_HELD2
 DP3920* NAVD 88 ORTHO HEIGHT -    33.926 (meters)      111.31  (feet) ADJUSTED
 DP3920  ______________________________________________________________________
 DP3920  GEOID HEIGHT    -        -26.060 (meters)                     GEOID18
 DP3920  DYNAMIC HEIGHT  -         33.874 (meters)      111.13  (feet) COMP
 DP3920  MODELED GRAVITY -    979,128.6   (mgal)                       NAVD 88
 DP3920
 DP3920  VERT ORDER      -  FIRST     CLASS II
 DP3920
 DP3920.The horizontal coordinates were established by autonomous hand held GPS
 DP3920.observations and have an estimated accuracy of +/- 10 meters.
 DP3920
 DP3920.The orthometric height was determined by differential leveling and
 DP3920.adjusted by the NATIONAL GEODETIC SURVEY
 DP3920.in February 2015.
 DP3920
 DP3920.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3920.GEOID18 height accuracy estimate available here.
 DP3920
 DP3920.Click photographs - Photos may exist for this station.
 DP3920
 DP3920.The dynamic height is computed by dividing the NAVD 88
 DP3920.geopotential number by the normal gravity value computed on the
 DP3920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3920.degrees latitude (g = 980.6199 gals.).
 DP3920
 DP3920.The modeled gravity was interpolated from observed gravity values.
 DP3920
 DP3920;                    North         East    Units  Estimated Accuracy
 DP3920;SPC FL E     -   364,119.      151,091.      MT  (+/- 10 meters HH2 GPS)
 DP3920
 DP3920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5110755127(NAD 83)
 DP3920
 DP3920                          SUPERSEDED SURVEY CONTROL
 DP3920
 DP3920.No superseded survey control is available for this station.
 DP3920
 DP3920_MARKER: DD = SURVEY DISK
 DP3920_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3920_STAMPING: 25535 A 2013
 DP3920_MARK LOGO: SWFWMD
 DP3920_PROJECTION: RECESSED 8 CENTIMETERS
 DP3920_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3920_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3920+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2022
 DP3920_ROD/PIPE-DEPTH: 17.5 meters
 DP3920
 DP3920  HISTORY     - Date     Condition        Report By
 DP3920  HISTORY     - 20130621 MONUMENTED       FLDEP
 DP3920  HISTORY     - 20220624 GOOD             GEOCAC
 DP3920
 DP3920                          STATION DESCRIPTION
 DP3920
 DP3920'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3920'THE MARK IS ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF FROSTPROOF, 8.5
 DP3920'MI (13.7 KM) EAST-SOUTHEAST OF BEREAH, 1.8 MI (2.9 KM) NORTH-NORTHEAST
 DP3920'OF AVON PARK, IN SECTION 11, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3920'
 DP3920'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3920'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3920'ON U.S. HIGHWAY 27 FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF COUNTY
 DP3920'ROAD 17A WEST ON THE RIGHT AND WEST STRYKER ROAD ON THE LEFT.  TURN
 DP3920'RIGHT ON COUNTY ROAD 17A WEST AND GO EAST FOR 1.1 MI (1.8 KM) TO THE
 DP3920'JUNCTION OF NORTH PIONEER ROAD ON THE LEFT.  TURN LEFT ON NORTH
 DP3920'PIONEER ROAD AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE RESIDENCE AT 1796
 DP3920'NORTH PIONEER ROAD, NOW BY WALKING GO NORTHEAST ABOUT 200.0 FT (61.0
 DP3920'M) TO A CHAIN LINK FENCE ON THE EAST PROPERTY LINE TO THE MARK, AN
 DP3920'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 57.5 FT (17.5 M) WITH AN
 DP3920'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9
 DP3920'CM) BELOW THE LEVEL OF THE GROUND.
 DP3920'
 DP3920'LOCATED 109.7 FT (33.4 M) SOUTH OF THE STAFF GAUGE, 86.6 FT (26.4 M)
 DP3920'SOUTH OF SURVEY MARK 25535 B, 61.3 FT (18.7 M) EAST OF A 42-INCH (107
 DP3920'CM) DIAMETER TREE, 12.0 FT (3.7 M) NORTH OF THE APPROXIMATE CENTER OF
 DP3920'THE CHAIN LINK FENCE GATE, 1.7 FT (0.5 M) WEST OF THE CHAIN LINK FENCE
 DP3920'AND 1.6 FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
 DP3920'
 DP3920'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3920'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3920
 DP3920                          STATION RECOVERY (2022)
 DP3920
 DP3920'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3920'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3921 ***********************************************************************
 DP3921  DESIGNATION -  25535 B
 DP3921  PID         -  DP3921
 DP3921  STATE/COUNTY-  FL/HIGHLANDS
 DP3921  COUNTRY     -  US
 DP3921  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3921
 DP3921                         *CURRENT SURVEY CONTROL
 DP3921  ______________________________________________________________________
 DP3921* NAD 83(1986) POSITION- 27 37 10.1    (N) 081 29 43.7    (W)   HD_HELD2
 DP3921* NAVD 88 ORTHO HEIGHT -    31.167 (meters)      102.25  (feet) ADJUSTED
 DP3921  ______________________________________________________________________
 DP3921  GEOID HEIGHT    -        -26.061 (meters)                     GEOID18
 DP3921  DYNAMIC HEIGHT  -         31.120 (meters)      102.10  (feet) COMP
 DP3921  MODELED GRAVITY -    979,128.6   (mgal)                       NAVD 88
 DP3921
 DP3921  VERT ORDER      -  FIRST     CLASS II
 DP3921
 DP3921.The horizontal coordinates were established by autonomous hand held GPS
 DP3921.observations and have an estimated accuracy of +/- 10 meters.
 DP3921
 DP3921.The orthometric height was determined by differential leveling and
 DP3921.adjusted by the NATIONAL GEODETIC SURVEY
 DP3921.in February 2015.
 DP3921
 DP3921.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3921.GEOID18 height accuracy estimate available here.
 DP3921
 DP3921.Click photographs - Photos may exist for this station.
 DP3921
 DP3921.The dynamic height is computed by dividing the NAVD 88
 DP3921.geopotential number by the normal gravity value computed on the
 DP3921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3921.degrees latitude (g = 980.6199 gals.).
 DP3921
 DP3921.The modeled gravity was interpolated from observed gravity values.
 DP3921
 DP3921;                    North         East    Units  Estimated Accuracy
 DP3921;SPC FL E     -   364,141.      151,097.      MT  (+/- 10 meters HH2 GPS)
 DP3921
 DP3921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5111355148(NAD 83)
 DP3921
 DP3921                          SUPERSEDED SURVEY CONTROL
 DP3921
 DP3921.No superseded survey control is available for this station.
 DP3921
 DP3921_MARKER: DD = SURVEY DISK
 DP3921_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3921_STAMPING: 25535 B 2013
 DP3921_MARK LOGO: SWFWMD
 DP3921_PROJECTION: RECESSED 8 CENTIMETERS
 DP3921_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3921+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2022
 DP3921_ROD/PIPE-DEPTH: 19.8 meters
 DP3921
 DP3921  HISTORY     - Date     Condition        Report By
 DP3921  HISTORY     - 20130621 MONUMENTED       FLDEP
 DP3921  HISTORY     - 20220624 GOOD             GEOCAC
 DP3921
 DP3921                          STATION DESCRIPTION
 DP3921
 DP3921'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3921'THE MARK IS ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF FROSTPROOF, 8.5
 DP3921'MI (13.7 KM) EAST-SOUTHEAST OF BEREAH, 1.8 MI (2.9 KM) NORTH-NORTHEAST
 DP3921'OF AVON PARK, IN SECTION 11, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3921'
 DP3921'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3921'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3921'ON U.S. HIGHWAY 27 FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF COUNTY
 DP3921'ROAD 17A WEST ON THE RIGHT AND WEST STRYKER ROAD ON THE LEFT.  TURN
 DP3921'RIGHT ON COUNTY ROAD 17A WEST AND GO EAST FOR 1.1 MI (1.8 KM) TO THE
 DP3921'JUNCTION OF NORTH PIONEER ROAD ON THE LEFT.  TURN LEFT ON NORTH
 DP3921'PIONEER ROAD AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE RESIDENCE AT 1796
 DP3921'NORTH PIONEER ROAD, NOW BY WALKING GO NORTHEAST ABOUT 250.0 FT (76.2
 DP3921'M) TO A CHAIN LINK FENCE ON THE EAST PROPERTY LINE TO A STAFF GAUGE
 DP3921'NEAR THE PIONEER LAKE SHORELINE AND THE MARK, AN ALUMINUM ROD DRIVEN
 DP3921'TO REFUSAL AT A DEPTH OF 65.0 FT (19.8 M) WITH AN ALUMINUM DISK
 DP3921'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3 FT (9 CM) BELOW THE
 DP3921'LEVEL OF THE GROUND.
 DP3921'
 DP3921'LOCATED 88.2 FT (26.9 M) NORTH-NORTHEAST OF A 42-INCH (107 CM)
 DP3921'DIAMETER TREE, 86.6 FT (26.4 M) NORTH OF SURVEY MARK 25535 A, 22.4 FT
 DP3921'(6.8 M) SOUTH OF THE TALLEST OF 2 STAFF GAUGES, 1.5 FT (0.5 M) WEST OF
 DP3921'THE CHAIN LINK FENCE AND 1.4 FT (0.4 M) WEST OF A CARSONITE WITNESS
 DP3921'POST.
 DP3921'
 DP3921'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3921'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3921
 DP3921                          STATION RECOVERY (2022)
 DP3921
 DP3921'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3921'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3924 ***********************************************************************
 DP3924  DESIGNATION -  25538 A
 DP3924  PID         -  DP3924
 DP3924  STATE/COUNTY-  FL/HIGHLANDS
 DP3924  COUNTRY     -  US
 DP3924  USGS QUAD   -  LAKE ARBUCKLE (2018)
 DP3924
 DP3924                         *CURRENT SURVEY CONTROL
 DP3924  ______________________________________________________________________
 DP3924* NAD 83(1986) POSITION- 27 38 21.3    (N) 081 29 31.1    (W)   HD_HELD2
 DP3924* NAVD 88 ORTHO HEIGHT -    31.229 (meters)      102.46  (feet) ADJUSTED
 DP3924  ______________________________________________________________________
 DP3924  GEOID HEIGHT    -        -26.113 (meters)                     GEOID18
 DP3924  DYNAMIC HEIGHT  -         31.181 (meters)      102.30  (feet) COMP
 DP3924  MODELED GRAVITY -    979,130.3   (mgal)                       NAVD 88
 DP3924
 DP3924  VERT ORDER      -  FIRST     CLASS II
 DP3924
 DP3924.The horizontal coordinates were established by autonomous hand held GPS
 DP3924.observations and have an estimated accuracy of +/- 10 meters.
 DP3924
 DP3924.The orthometric height was determined by differential leveling and
 DP3924.adjusted by the NATIONAL GEODETIC SURVEY
 DP3924.in February 2015.
 DP3924
 DP3924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3924.GEOID18 height accuracy estimate available here.
 DP3924
 DP3924.Click photographs - Photos may exist for this station.
 DP3924
 DP3924.The dynamic height is computed by dividing the NAVD 88
 DP3924.geopotential number by the normal gravity value computed on the
 DP3924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3924.degrees latitude (g = 980.6199 gals.).
 DP3924
 DP3924.The modeled gravity was interpolated from observed gravity values.
 DP3924
 DP3924;                    North         East    Units  Estimated Accuracy
 DP3924;SPC FL E     -   366,331.      151,451.      MT  (+/- 10 meters HH2 GPS)
 DP3924
 DP3924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5146757337(NAD 83)
 DP3924
 DP3924                          SUPERSEDED SURVEY CONTROL
 DP3924
 DP3924.No superseded survey control is available for this station.
 DP3924
 DP3924_MARKER: DD = SURVEY DISK
 DP3924_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3924_STAMPING: 25538 A 2013
 DP3924_MARK LOGO: SWFWMD
 DP3924_PROJECTION: RECESSED 8 CENTIMETERS
 DP3924_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3924_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3924+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2022
 DP3924_ROD/PIPE-DEPTH: 11.5 meters
 DP3924
 DP3924  HISTORY     - Date     Condition        Report By
 DP3924  HISTORY     - 20130619 MONUMENTED       FLDEP
 DP3924  HISTORY     - 20220624 GOOD             GEOCAC
 DP3924
 DP3924                          STATION DESCRIPTION
 DP3924
 DP3924'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3924'THE MARK IS ABOUT 8.3 MI (13.4 KM) EAST OF BEREAH, 7.7 MI (12.4 KM)
 DP3924'SOUTH-SOUTHEAST OF FROSTPROOF, 3.1 MI (5.0 KM) NORTH-NORTHEAST OF AVON
 DP3924'PARK, IN SECTION 2, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3924'
 DP3924'NOTE-A GATE KEY CAN BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER
 DP3924'MANAGEMENT DISTRICT.
 DP3924'
 DP3924'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3924'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3924'ON U.S. HIGHWAY 27 FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF COUNTY
 DP3924'ROAD 17A WEST ON THE RIGHT AND WEST STRYKER ROAD ON THE LEFT.  TURN
 DP3924'RIGHT ON COUNTY ROAD 17A WEST AND GO EAST FOR 1.75 MI (2.8 KM) TO THE
 DP3924'JUNCTION OF COUNTY ROAD 627 ON THE LEFT.  TURN LEFT ON COUNTY ROAD 627
 DP3924'AND GO NORTH FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF A SAND ROAD ON THE
 DP3924'LEFT.  TURN LEFT ON THE SAND ROAD AND GO WEST FOR 0.25 MI (0.4 KM) TO
 DP3924'A LOCKED METAL FENCE GATE, ENTER THE PASTURE GATE AND CONTINUE
 DP3924'WESTERLY ALONG THE SOUTH SIDE OF THE BARB WIRE FENCELINE FOR 0.1 MI
 DP3924'(0.2 KM) TO ANOTHER METAL GATE ON THE RIGHT, ENTER THE NORTH PASTURE
 DP3924'AND CONTINUE WESTERLY ALONG THE NORTH SIDE OF THE BARB WIRE FENCELINE
 DP3924'FOR ABOUT 270.0 FT (82.3 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD
 DP3924'DRIVEN TO REFUSAL AT A DEPTH OF 37.6 FT (11.5 M) WITH AN ALUMINUM DISK
 DP3924'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DP3924'LEVEL OF THE GROUND.
 DP3924'
 DP3924'LOCATED 94.2 FT (28.7 M) NORTHEAST OF SURVEY MARK 25538 B, 89.8 FT
 DP3924'(27.4 M) WEST-SOUTHWEST OF A WOODEN POWER POLE WITH 1 TRANSFORMER
 DP3924'ATTACHED, 40.0 FT (12.2 M) EAST OF THE BARB WIRE FENCE CORNER POST,
 DP3924'2.0 FT (0.6 M) NORTH OF THE CHAIN LINK FENCE AND 1.8 FT (0.5 M) NORTH
 DP3924'OF A CARSONITE WITNESS POST.
 DP3924'
 DP3924'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3924'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3924
 DP3924                          STATION RECOVERY (2022)
 DP3924
 DP3924'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3924'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3925 ***********************************************************************
 DP3925  DESIGNATION -  25538 B
 DP3925  PID         -  DP3925
 DP3925  STATE/COUNTY-  FL/HIGHLANDS
 DP3925  COUNTRY     -  US
 DP3925  USGS QUAD   -  LAKE ARBUCKLE (2018)
 DP3925
 DP3925                         *CURRENT SURVEY CONTROL
 DP3925  ______________________________________________________________________
 DP3925* NAD 83(1986) POSITION- 27 38 20.8    (N) 081 29 31.9    (W)   HD_HELD2
 DP3925* NAVD 88 ORTHO HEIGHT -    30.949 (meters)      101.54  (feet) ADJUSTED
 DP3925  ______________________________________________________________________
 DP3925  GEOID HEIGHT    -        -26.112 (meters)                     GEOID18
 DP3925  DYNAMIC HEIGHT  -         30.902 (meters)      101.38  (feet) COMP
 DP3925  MODELED GRAVITY -    979,130.3   (mgal)                       NAVD 88
 DP3925
 DP3925  VERT ORDER      -  FIRST     CLASS II
 DP3925
 DP3925.The horizontal coordinates were established by autonomous hand held GPS
 DP3925.observations and have an estimated accuracy of +/- 10 meters.
 DP3925
 DP3925.The orthometric height was determined by differential leveling and
 DP3925.adjusted by the NATIONAL GEODETIC SURVEY
 DP3925.in February 2015.
 DP3925
 DP3925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3925.GEOID18 height accuracy estimate available here.
 DP3925
 DP3925.Click photographs - Photos may exist for this station.
 DP3925
 DP3925.The dynamic height is computed by dividing the NAVD 88
 DP3925.geopotential number by the normal gravity value computed on the
 DP3925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3925.degrees latitude (g = 980.6199 gals.).
 DP3925
 DP3925.The modeled gravity was interpolated from observed gravity values.
 DP3925
 DP3925;                    North         East    Units  Estimated Accuracy
 DP3925;SPC FL E     -   366,316.      151,429.      MT  (+/- 10 meters HH2 GPS)
 DP3925
 DP3925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5144557322(NAD 83)
 DP3925
 DP3925                          SUPERSEDED SURVEY CONTROL
 DP3925
 DP3925.No superseded survey control is available for this station.
 DP3925
 DP3925_MARKER: DD = SURVEY DISK
 DP3925_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3925_STAMPING: 25538 B 2013
 DP3925_MARK LOGO: SWFWMD
 DP3925_PROJECTION: RECESSED 8 CENTIMETERS
 DP3925_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3925+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2022
 DP3925_ROD/PIPE-DEPTH: 9.4 meters
 DP3925
 DP3925  HISTORY     - Date     Condition        Report By
 DP3925  HISTORY     - 20130619 MONUMENTED       FLDEP
 DP3925  HISTORY     - 20220624 GOOD             GEOCAC
 DP3925
 DP3925                          STATION DESCRIPTION
 DP3925
 DP3925'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3925'THE MARK IS ABOUT 8.3 MI (13.4 KM) EAST OF BEREAH, 7.7 MI (12.4 KM)
 DP3925'SOUTH-SOUTHEAST OF FROSTPROOF, 3.1 MI (5.0 KM) NORTH-NORTHEAST OF AVON
 DP3925'PARK, IN SECTION 2, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3925'
 DP3925'NOTE-A GATE KEY CAN BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER
 DP3925'MANAGEMENT DISTRICT.
 DP3925'
 DP3925'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3925'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3925'ON U.S. HIGHWAY 27 FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF COUNTY
 DP3925'ROAD 17A WEST ON THE RIGHT AND WEST STRYKER ROAD ON THE LEFT.  TURN
 DP3925'RIGHT ON COUNTY ROAD 17A WEST AND GO EAST FOR 1.75 MI (2.8 KM) TO THE
 DP3925'JUNCTION OF COUNTY ROAD 627 ON THE LEFT.  TURN LEFT ON COUNTY ROAD 627
 DP3925'AND GO NORTH FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF A SAND ROAD ON THE
 DP3925'LEFT.  TURN LEFT ON THE SAND ROAD AND GO WEST FOR 0.25 MI (0.4 KM) TO
 DP3925'A LOCKED METAL FENCE GATE, ENTER THE PASTURE GATE AND CONTINUE
 DP3925'WESTERLY ALONG THE SOUTH SIDE OF THE BARB WIRE FENCELINE FOR 0.1 MI
 DP3925'(0.2 KM) TO ANOTHER METAL GATE ON THE RIGHT, ENTER THE NORTH PASTURE
 DP3925'AND CONTINUE WESTERLY ALONG THE NORTH SIDE OF THE BARB WIRE FENCELINE
 DP3925'FOR ABOUT 315.0 FT (96.0 M) TO A FENCE CORNER ON THE LEFT.  TURN LEFT
 DP3925'AND GO SOUTHWEST ALONG THE FENCELINE FOR ABOUT 70.0 FT (21.3 M) TO THE
 DP3925'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 30.7
 DP3925'FT (9.4 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DP3925'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND.
 DP3925'
 DP3925'LOCATED 94.2 FT (28.7 M) SOUTHWEST OF SURVEY MARK 25538 A, 68.8 FT
 DP3925'(21.0 M) SOUTHWEST OF THE BARB WIRE FENCE CORNER POST, 25.8 FT (7.9 M)
 DP3925'SOUTH-SOUTHEAST OF A 22-INCH (56 CM) DIAMETER LAUREL OAK TREE, 1.5 FT
 DP3925'(0.5 M) NORTHWEST OF THE CHAIN LINK FENCE AND 1.2 FT (0.4 M) NORTHWEST
 DP3925'OF A CARSONITE WITNESS POST.
 DP3925'
 DP3925'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3925'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3925
 DP3925                          STATION RECOVERY (2022)
 DP3925
 DP3925'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3925'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3914 ***********************************************************************
 DP3914  DESIGNATION -  25540 A
 DP3914  PID         -  DP3914
 DP3914  STATE/COUNTY-  FL/HIGHLANDS
 DP3914  COUNTRY     -  US
 DP3914  USGS QUAD   -  AVON PARK (2018)
 DP3914
 DP3914                         *CURRENT SURVEY CONTROL
 DP3914  ______________________________________________________________________
 DP3914* NAD 83(1986) POSITION- 27 37 10.8    (N) 081 30 56.4    (W)   HD_HELD2
 DP3914* NAVD 88 ORTHO HEIGHT -    34.046 (meters)      111.70  (feet) ADJUSTED
 DP3914  ______________________________________________________________________
 DP3914  GEOID HEIGHT    -        -26.011 (meters)                     GEOID18
 DP3914  DYNAMIC HEIGHT  -         33.994 (meters)      111.53  (feet) COMP
 DP3914  MODELED GRAVITY -    979,129.4   (mgal)                       NAVD 88
 DP3914
 DP3914  VERT ORDER      -  FIRST     CLASS II
 DP3914
 DP3914.The horizontal coordinates were established by autonomous hand held GPS
 DP3914.observations and have an estimated accuracy of +/- 10 meters.
 DP3914
 DP3914.The orthometric height was determined by differential leveling and
 DP3914.adjusted by the NATIONAL GEODETIC SURVEY
 DP3914.in February 2015.
 DP3914
 DP3914.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3914.GEOID18 height accuracy estimate available here.
 DP3914
 DP3914.Click photographs - Photos may exist for this station.
 DP3914
 DP3914.The dynamic height is computed by dividing the NAVD 88
 DP3914.geopotential number by the normal gravity value computed on the
 DP3914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3914.degrees latitude (g = 980.6199 gals.).
 DP3914
 DP3914.The modeled gravity was interpolated from observed gravity values.
 DP3914
 DP3914;                    North         East    Units  Estimated Accuracy
 DP3914;SPC FL E     -   364,170.      149,104.      MT  (+/- 10 meters HH2 GPS)
 DP3914
 DP3914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4912155178(NAD 83)
 DP3914
 DP3914                          SUPERSEDED SURVEY CONTROL
 DP3914
 DP3914.No superseded survey control is available for this station.
 DP3914
 DP3914_MARKER: DD = SURVEY DISK
 DP3914_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3914_STAMPING: 25540 A 2013
 DP3914_MARK LOGO: SWFWMD
 DP3914_PROJECTION: RECESSED 8 CENTIMETERS
 DP3914_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3914+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2022
 DP3914_ROD/PIPE-DEPTH: 12.8 meters
 DP3914
 DP3914  HISTORY     - Date     Condition        Report By
 DP3914  HISTORY     - 20130720 MONUMENTED       FLDEP
 DP3914  HISTORY     - 20220621 GOOD             GEOCAC
 DP3914
 DP3914                          STATION DESCRIPTION
 DP3914
 DP3914'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3914'THE MARK IS ABOUT 8.7 MI (14.0 KM) SOUTH OF FROSTPROOF, 7.3 MI (11.7
 DP3914'KM) EAST-SOUTHEAST OF BEREAH, 1.8 MI (2.9 KM) NORTH-NORTHWEST OF AVON
 DP3914'PARK, IN SECTION 9, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3914'
 DP3914'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3914'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3914'ON U.S. HIGHWAY 27 FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF COUNTY
 DP3914'ROAD 17A WEST ON THE RIGHT AND WEST STRYKER ROAD ON THE LEFT.  TURN
 DP3914'LEFT ON WEST STRYKER ROAD AND GO WEST FOR 0.2 MI (0.3 KM) TO THE
 DP3914'JUNCTION OF LAKE BYRD BOULEVARD ON THE RIGHT.  TURN RIGHT ON LAKE BYRD
 DP3914'BOULEVARD AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF WEST
 DP3914'LAKE BYRD BOULEVARD ON THE LEFT AND EAST LAKE BYRD BOULEVARD ON THE
 DP3914'RIGHT.  TURN RIGHT ON EAST LAKE BYRD BOULEVARD AND GO EAST AND
 DP3914'NORTHEAST FOR 0.15 MI (0.2 KM) TO THE DRIVEWAY AT 5 EAST LAKE BYRD
 DP3914'BOULEVARD ON THE RIGHT, A STAFF GAUGE ON THE LEFT AND THE MARK ON THE
 DP3914'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 42.0 FT (12.8 M)
 DP3914'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DP3914'0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.2 FT (6 CM)
 DP3914'BELOW THE LEVEL OF EAST LAKE BYRD BOULEVARD.
 DP3914'
 DP3914'LOCATED 76.5 FT (23.3 M) SOUTHEAST OF THE STAFF GAUGE, 61.2 FT (18.7
 DP3914'M) SOUTHWEST OF SURVEY MARK 25540 B, 8.4 FT (2.6 M) NORTHWEST OF THE
 DP3914'APPROXIMATE CENTERLINE OF EAST LAKE BYRD BOULEVARD, 6.4 FT (2.0 M)
 DP3914'SOUTHWEST OF THE APPROXIMATE EXTENDED CENTERLINE OF THE DRIVEWAY AT 5
 DP3914'EAST LAKE BYRD BOULEVARD AND 2.2 FT (0.7 M) NORTHWEST OF THE NORTHWEST
 DP3914'EDGE OF THE PAVEMENT OF EAST LAKE BYRD BOULEVARD.
 DP3914'
 DP3914'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3914'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3914
 DP3914                          STATION RECOVERY (2022)
 DP3914
 DP3914'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3914'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3915 ***********************************************************************
 DP3915  DESIGNATION -  25540 B
 DP3915  PID         -  DP3915
 DP3915  STATE/COUNTY-  FL/HIGHLANDS
 DP3915  COUNTRY     -  US
 DP3915  USGS QUAD   -  AVON PARK (2018)
 DP3915
 DP3915                         *CURRENT SURVEY CONTROL
 DP3915  ______________________________________________________________________
 DP3915* NAD 83(1986) POSITION- 27 37 11.4    (N) 081 30 55.9    (W)   HD_HELD2
 DP3915* NAVD 88 ORTHO HEIGHT -    34.052 (meters)      111.72  (feet) ADJUSTED
 DP3915  ______________________________________________________________________
 DP3915  GEOID HEIGHT    -        -26.011 (meters)                     GEOID18
 DP3915  DYNAMIC HEIGHT  -         34.000 (meters)      111.55  (feet) COMP
 DP3915  MODELED GRAVITY -    979,129.4   (mgal)                       NAVD 88
 DP3915
 DP3915  VERT ORDER      -  FIRST     CLASS II
 DP3915
 DP3915.The horizontal coordinates were established by autonomous hand held GPS
 DP3915.observations and have an estimated accuracy of +/- 10 meters.
 DP3915
 DP3915.The orthometric height was determined by differential leveling and
 DP3915.adjusted by the NATIONAL GEODETIC SURVEY
 DP3915.in February 2015.
 DP3915
 DP3915.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3915.GEOID18 height accuracy estimate available here.
 DP3915
 DP3915.Click photographs - Photos may exist for this station.
 DP3915
 DP3915.The dynamic height is computed by dividing the NAVD 88
 DP3915.geopotential number by the normal gravity value computed on the
 DP3915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3915.degrees latitude (g = 980.6199 gals.).
 DP3915
 DP3915.The modeled gravity was interpolated from observed gravity values.
 DP3915
 DP3915;                    North         East    Units  Estimated Accuracy
 DP3915;SPC FL E     -   364,189.      149,117.      MT  (+/- 10 meters HH2 GPS)
 DP3915
 DP3915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4913455196(NAD 83)
 DP3915
 DP3915                          SUPERSEDED SURVEY CONTROL
 DP3915
 DP3915.No superseded survey control is available for this station.
 DP3915
 DP3915_MARKER: DD = SURVEY DISK
 DP3915_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3915_STAMPING: 25540 B 2013
 DP3915_MARK LOGO: SWFWMD
 DP3915_PROJECTION: RECESSED 5 CENTIMETERS
 DP3915_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3915+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2022
 DP3915_ROD/PIPE-DEPTH: 12.0 meters
 DP3915
 DP3915  HISTORY     - Date     Condition        Report By
 DP3915  HISTORY     - 20130720 MONUMENTED       FLDEP
 DP3915  HISTORY     - 20220621 GOOD             GEOCAC
 DP3915
 DP3915                          STATION DESCRIPTION
 DP3915
 DP3915'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3915'THE MARK IS ABOUT 8.7 MI (14.0 KM) SOUTH OF FROSTPROOF, 7.3 MI (11.7
 DP3915'KM) EAST-SOUTHEAST OF BEREAH, 1.8 MI (2.9 KM) NORTH-NORTHWEST OF AVON
 DP3915'PARK, IN SECTION 9, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DP3915'
 DP3915'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DP3915'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DP3915'ON U.S. HIGHWAY 27 FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF COUNTY
 DP3915'ROAD 17A WEST ON THE RIGHT AND WEST STRYKER ROAD ON THE LEFT.  TURN
 DP3915'LEFT ON WEST STRYKER ROAD AND GO WEST FOR 0.2 MI (0.3 KM) TO THE
 DP3915'JUNCTION OF LAKE BYRD BOULEVARD ON THE RIGHT.  TURN RIGHT ON LAKE BYRD
 DP3915'BOULEVARD AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF WEST
 DP3915'LAKE BYRD BOULEVARD ON THE LEFT AND EAST LAKE BYRD BOULEVARD ON THE
 DP3915'RIGHT.  TURN RIGHT ON EAST LAKE BYRD BOULEVARD AND GO EAST AND
 DP3915'NORTHEAST FOR 0.15 MI (0.2 KM) TO A DRIVEWAY AT 5 EAST LAKE BYRD
 DP3915'BOULEVARD ON THE RIGHT, A STAFF GAUGE ON THE LEFT AND THE MARK ON THE
 DP3915'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.3 FT (12.0 M)
 DP3915'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DP3915'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.2 FT (6 CM)
 DP3915'BELOW THE LEVEL OF EAST LAKE BYRD BOULEVARD.
 DP3915'
 DP3915'LOCATED 61.2 FT (18.7 M) NORTHEAST OF SURVEY MARK 25540 A, 56.4 FT
 DP3915'(17.2 M) NORTHEAST OF THE APPROXIMATE EXTENDED CENTERLINE OF THE
 DP3915'DRIVEWAY AT 5 EAST LAKE BYRD BOULEVARD, 9.6 FT (2.9 M) NORTHWEST OF
 DP3915'THE APPROXIMATE CENTERLINE OF EAST LAKE BYRD BOULEVARD AND 4.0 FT (1.2
 DP3915'M) NORTHWEST OF THE NORTHWEST EDGE OF THE PAVEMENT OF EAST LAKE BYRD
 DP3915'BOULEVARD.
 DP3915'
 DP3915'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3915'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3915
 DP3915                          STATION RECOVERY (2022)
 DP3915
 DP3915'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4245 ***********************************************************************
 DP4245  DESIGNATION -  25567 A
 DP4245  PID         -  DP4245
 DP4245  STATE/COUNTY-  FL/MANATEE
 DP4245  COUNTRY     -  US
 DP4245  USGS QUAD   -  MYAKKA HEAD (2018)
 DP4245
 DP4245                         *CURRENT SURVEY CONTROL
 DP4245  ______________________________________________________________________
 DP4245* NAD 83(1986) POSITION- 27 28 14.9    (N) 082 03 50.3    (W)   HD_HELD2
 DP4245* NAVD 88 ORTHO HEIGHT -    31.464 (meters)      103.23  (feet) ADJUSTED
 DP4245  ______________________________________________________________________
 DP4245  GEOID HEIGHT    -        -24.798 (meters)                     GEOID18
 DP4245  DYNAMIC HEIGHT  -         31.417 (meters)      103.07  (feet) COMP
 DP4245  MODELED GRAVITY -    979,138.2   (mgal)                       NAVD 88
 DP4245
 DP4245  VERT ORDER      -  SECOND    CLASS I
 DP4245
 DP4245.The horizontal coordinates were established by autonomous hand held GPS
 DP4245.observations and have an estimated accuracy of +/- 10 meters.
 DP4245
 DP4245.The orthometric height was determined by differential leveling and
 DP4245.adjusted by the NATIONAL GEODETIC SURVEY
 DP4245.in August 2014.
 DP4245
 DP4245.No vertical observational check was made to the station.
 DP4245
 DP4245.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4245.GEOID18 height accuracy estimate available here.
 DP4245
 DP4245.Click photographs - Photos may exist for this station.
 DP4245
 DP4245.The dynamic height is computed by dividing the NAVD 88
 DP4245.geopotential number by the normal gravity value computed on the
 DP4245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4245.degrees latitude (g = 980.6199 gals.).
 DP4245
 DP4245.The modeled gravity was interpolated from observed gravity values.
 DP4245
 DP4245;                    North         East    Units  Estimated Accuracy
 DP4245;SPC FL W     -   347,571.      193,677.      MT  (+/- 10 meters HH2 GPS)
 DP4245
 DP4245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9487739033(NAD 83)
 DP4245
 DP4245                          SUPERSEDED SURVEY CONTROL
 DP4245
 DP4245.No superseded survey control is available for this station.
 DP4245
 DP4245_MARKER: DD = SURVEY DISK
 DP4245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4245_STAMPING: 25567 A 2008
 DP4245_MARK LOGO: SWFWMD
 DP4245_PROJECTION: FLUSH
 DP4245_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4245+STABILITY: SURFACE MOTION
 DP4245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4245+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2013
 DP4245
 DP4245  HISTORY     - Date     Condition        Report By
 DP4245  HISTORY     - 20081014 MONUMENTED       SWFWMD
 DP4245  HISTORY     - 20130815 GOOD             FLDEP
 DP4245
 DP4245                          STATION DESCRIPTION
 DP4245
 DP4245'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4245'THE MARK IS ABOUT 8.9 MI (14.4 KM) WEST OF ONA, 8.3 MI (13.3 KM)
 DP4245'SOUTH-SOUTHEAST OF KEENTOWN, 0.8 MI (1.2 KM) EAST-NORTHEAST OF MYAKKA
 DP4245'HEAD, IN SECTION 36, TOWNSHIP 34 SOUTH, RANGE 22 EAST.  A KEY CAN BE
 DP4245'OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT.
 DP4245'
 DP4245'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DP4245'ROAD 64 IN ZOLFO SPRINGS, GO WEST ON STATE ROAD 64 FOR 16.35 MI (26.3
 DP4245'KM) TO THE INTERSECTION OF TAYLOR ROAD ON THE RIGHT AND ROY MOORE ROAD
 DP4245'ON THE LEFT (THE HARDEE-MANATEE COUNTY LINE), CONTINUE SOUTHWEST ON
 DP4245'STATE ROAD 64 FOR 0.55 MI (0.9 KM) TO A DIRT CIRCLE DRIVE AND THE MARK
 DP4245'ON THE RIGHT ABOUT 200.0 FT (61.0 M) NORTHWEST OF STATE ROAD 64 IN A
 DP4245'WOODEN FENCED AREA, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 DP4245'WITH THE GROUND AND LEVEL WITH STATE ROAD 64.
 DP4245'
 DP4245'LOCATED 158.1 FT (48.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DP4245'HIGHWAY 64, 20.7 FT (6.3 M) NORTHEAST OF SURVEY MARK 25567 B, 18.5 FT
 DP4245'(5.6 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE WOODEN GATE
 DP4245'ENTRANCE, 2.0 FT (0.6 M) WEST OF THE NORTHERN MOST WATER WELL AND 0.6
 DP4245'FT (18 CM) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4246 ***********************************************************************
 DP4246  DESIGNATION -  25567 B
 DP4246  PID         -  DP4246
 DP4246  STATE/COUNTY-  FL/MANATEE
 DP4246  COUNTRY     -  US
 DP4246  USGS QUAD   -  MYAKKA HEAD (2018)
 DP4246
 DP4246                         *CURRENT SURVEY CONTROL
 DP4246  ______________________________________________________________________
 DP4246* NAD 83(1986) POSITION- 27 28 14.9    (N) 082 03 50.4    (W)   HD_HELD2
 DP4246* NAVD 88 ORTHO HEIGHT -    31.482 (meters)      103.29  (feet) ADJUSTED
 DP4246  ______________________________________________________________________
 DP4246  GEOID HEIGHT    -        -24.798 (meters)                     GEOID18
 DP4246  DYNAMIC HEIGHT  -         31.435 (meters)      103.13  (feet) COMP
 DP4246  MODELED GRAVITY -    979,138.2   (mgal)                       NAVD 88
 DP4246
 DP4246  VERT ORDER      -  SECOND    CLASS I
 DP4246
 DP4246.The horizontal coordinates were established by autonomous hand held GPS
 DP4246.observations and have an estimated accuracy of +/- 10 meters.
 DP4246
 DP4246.The orthometric height was determined by differential leveling and
 DP4246.adjusted by the NATIONAL GEODETIC SURVEY
 DP4246.in August 2014.
 DP4246
 DP4246.No vertical observational check was made to the station.
 DP4246
 DP4246.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4246.GEOID18 height accuracy estimate available here.
 DP4246
 DP4246.Click photographs - Photos may exist for this station.
 DP4246
 DP4246.The dynamic height is computed by dividing the NAVD 88
 DP4246.geopotential number by the normal gravity value computed on the
 DP4246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4246.degrees latitude (g = 980.6199 gals.).
 DP4246
 DP4246.The modeled gravity was interpolated from observed gravity values.
 DP4246
 DP4246;                    North         East    Units  Estimated Accuracy
 DP4246;SPC FL W     -   347,571.      193,675.      MT  (+/- 10 meters HH2 GPS)
 DP4246
 DP4246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9487439033(NAD 83)
 DP4246
 DP4246                          SUPERSEDED SURVEY CONTROL
 DP4246
 DP4246.No superseded survey control is available for this station.
 DP4246
 DP4246_MARKER: DD = SURVEY DISK
 DP4246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4246_STAMPING: 25567 B 2008
 DP4246_MARK LOGO: SWFWMD
 DP4246_PROJECTION: FLUSH
 DP4246_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4246+STABILITY: SURFACE MOTION
 DP4246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4246+SATELLITE: SATELLITE OBSERVATIONS - August 15, 2013
 DP4246
 DP4246  HISTORY     - Date     Condition        Report By
 DP4246  HISTORY     - 20081014 MONUMENTED       SWFWMD
 DP4246  HISTORY     - 20130815 GOOD             FLDEP
 DP4246
 DP4246                          STATION DESCRIPTION
 DP4246
 DP4246'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4246'THE MARK IS ABOUT 8.9 MI (14.4 KM) WEST OF ONA, 8.3 MI (13.3 KM)
 DP4246'SOUTH-SOUTHEAST OF KEENTOWN, 0.8 MI (1.2 KM) EAST-NORTHEAST OF MYAKKA
 DP4246'HEAD, IN SECTION 36, TOWNSHIP 34 SOUTH, RANGE 22 EAST.  A KEY CAN BE
 DP4246'OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT.
 DP4246'
 DP4246'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DP4246'ROAD 64 IN ZOLFO SPRINGS, GO WEST ON STATE ROAD 64 FOR 16.35 MI (26.3
 DP4246'KM) TO THE INTERSECTION OF TAYLOR ROAD ON THE RIGHT AND ROY MOORE ROAD
 DP4246'ON THE LEFT (THE HARDEE-MANATEE COUNTY LINE), CONTINUE SOUTHWEST ON
 DP4246'STATE ROAD 64 FOR 0.55 MI (0.9 KM) TO A DIRT CIRCLE DRIVE AND THE MARK
 DP4246'ON THE RIGHT ABOUT 200.0 FT (61.0 M) NORTHWEST OF STATE ROAD 64 IN A
 DP4246'WOODEN FENCED AREA, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 DP4246'WITH THE GROUND AND LEVEL WITH STATE ROAD 64.
 DP4246'
 DP4246'LOCATED 143.1 FT (43.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DP4246'HIGHWAY 64, 20.7 FT (6.3 M) SOUTHWEST OF SURVEY MARK 25567 A, 11.0 FT
 DP4246'(3.4 M) SOUTHWEST OF THE WESTERN MOST WATER WELL, 8.7 FT (2.7 M)
 DP4246'WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE WOODEN GATE
 DP4246'ENTRANCE AND 0.7 FT (21 CM) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6719 ***********************************************************************
 DP6719  DESIGNATION -  25579 A
 DP6719  PID         -  DP6719
 DP6719  STATE/COUNTY-  FL/MANATEE
 DP6719  COUNTRY     -  US
 DP6719  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6719
 DP6719                         *CURRENT SURVEY CONTROL
 DP6719  ______________________________________________________________________
 DP6719* NAD 83(1986) POSITION- 27 22 55.4    (N) 082 09 26.5    (W)   HD_HELD2
 DP6719* NAVD 88 ORTHO HEIGHT -    11.879 (meters)       38.97  (feet) ADJUSTED
 DP6719  ______________________________________________________________________
 DP6719  GEOID HEIGHT    -        -24.643 (meters)                     GEOID18
 DP6719  DYNAMIC HEIGHT  -         11.861 (meters)       38.91  (feet) COMP
 DP6719  MODELED GRAVITY -    979,130.6   (mgal)                       NAVD 88
 DP6719
 DP6719  VERT ORDER      -  SECOND    CLASS I
 DP6719
 DP6719.The horizontal coordinates were established by autonomous hand held GPS
 DP6719.observations and have an estimated accuracy of +/- 10 meters.
 DP6719
 DP6719.The orthometric height was determined by differential leveling and
 DP6719.adjusted by the NATIONAL GEODETIC SURVEY
 DP6719.in July 2015.
 DP6719
 DP6719.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6719.GEOID18 height accuracy estimate available here.
 DP6719
 DP6719.Click photographs - Photos may exist for this station.
 DP6719
 DP6719.The dynamic height is computed by dividing the NAVD 88
 DP6719.geopotential number by the normal gravity value computed on the
 DP6719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6719.degrees latitude (g = 980.6199 gals.).
 DP6719
 DP6719.The modeled gravity was interpolated from observed gravity values.
 DP6719
 DP6719;                    North         East    Units  Estimated Accuracy
 DP6719;SPC FL W     -   337,746.      184,435.      MT  (+/- 10 meters HH2 GPS)
 DP6719
 DP6719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8555829284(NAD 83)
 DP6719
 DP6719                          SUPERSEDED SURVEY CONTROL
 DP6719
 DP6719.No superseded survey control is available for this station.
 DP6719
 DP6719_MARKER: DD = SURVEY DISK
 DP6719_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6719_STAMPING: 25579 A 2008
 DP6719_MARK LOGO: SWFWMD
 DP6719_PROJECTION: FLUSH
 DP6719_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6719+STABILITY: SURFACE MOTION
 DP6719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6719+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2014
 DP6719_ROD/PIPE-DEPTH: 3.05 meters
 DP6719
 DP6719  HISTORY     - Date     Condition        Report By
 DP6719  HISTORY     - 20080422 MONUMENTED       SWFWMD
 DP6719  HISTORY     - 20140409 GOOD             FLDEP
 DP6719
 DP6719                          STATION DESCRIPTION
 DP6719
 DP6719'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6719'THE MARK IS ABOUT 6.8 MI (10.9 KM) EAST OF VERNA, 5.6 MI (9.0 KM)
 DP6719'NORTH-NORTHWEST OF EDGEVILLE, 2.3 MI (3.7 KM) NORTH OF MYAKKA CITY, IN
 DP6719'SECTION 1, TOWNSHIP 36 SOUTH, RANGE 22 EAST.
 DP6719'
 DP6719'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6719'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6719'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6719'1.3 MI (2.1 KM) TO 9921 MYAKKA WAUCHULA ROAD ON THE LEFT AND A GATED
 DP6719'DIM ROAD ENTRANCE TO THE PACIFIC TOMATO GROWERS FARM NUMBER 5 GATE B
 DP6719'ON THE LEFT.  TURN LEFT ON THE DIM ACCESS ROAD AND GO NORTHERLY FOR
 DP6719'0.85 MI (1.4 KM) TO A CURVE (LEFT) IN THE ROAD, CURVE LEFT ON THE DIM
 DP6719'ACCESS ROAD AND GO WEST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DIM
 DP6719'ACCESS ROAD ON THE RIGHT.  TURN RIGHT ON THE DIM ACCESS ROAD AND GO
 DP6719'NORTH FOR 0.25 MI (0.4 KM) TO SURVEY MARK J 771 ON THE RIGHT.
 DP6719'CONTINUE NORTH ON THE DIM ACCESS ROAD FOR 0.2 MI (0.3 KM) TO A CURVE
 DP6719'IN THE ROAD LEFT AND THE JUNCTION OF A DIM ACCESS TRAIL ON THE RIGHT.
 DP6719'TURN RIGHT ON THE DIM ACCESS TRAIL AND GO NORTH FOR ABOUT 200.0 FT
 DP6719'(61.0 M) TO THE JUNCTION OF A DIM TRAIL ON THE RIGHT.  TURN RIGHT ON
 DP6719'THE DIM ACCESS TRAIL AND GO NORTHEASTERLY FOR 0.2 MI (0.3 KM) TO A
 DP6719'COVERED PUMP STATION AND A DRAINAGE POND, BEAR LEFT AROUND THE PUMP
 DP6719'STATION AND POND AND GO NORTHEAST FOR ABOUT 0.1 MI (0.2 KM) TO THE END
 DP6719'OF THE DIM TRAIL AND THE ENTRANCE TO A WALKING TRAIL LEADING TO A WELL
 DP6719'SITE ON THE LEFT, ENTER THE WALKING TRAIL AND GO NORTHEASTERLY FOR
 DP6719'ABOUT 150.0 FT (45.7 M) TO A METAL GATED ENTRANCE AT THE WELL SITE AND
 DP6719'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A
 DP6719'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP6719'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE WALKING TRAIL.
 DP6719'
 DP6719'LOCATED 22.2 FT (6.8 M) SOUTHEAST OF SURVEY MARK 25579 B, 7.9 FT (2.4
 DP6719'M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE WALKING TRAIL, 6.8
 DP6719'FT (2.1 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE METAL GATE
 DP6719'AT THE ENTRANCE TO A WELL SITE, 1.9 FT (0.6 M) SOUTHEAST OF A BARB
 DP6719'WIRE FENCE AND 1.0 FT (0.3 M) NORTHEAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6720 ***********************************************************************
 DP6720  DESIGNATION -  25579 B
 DP6720  PID         -  DP6720
 DP6720  STATE/COUNTY-  FL/MANATEE
 DP6720  COUNTRY     -  US
 DP6720  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6720
 DP6720                         *CURRENT SURVEY CONTROL
 DP6720  ______________________________________________________________________
 DP6720* NAD 83(1986) POSITION- 27 22 55.7    (N) 082 09 26.6    (W)   HD_HELD2
 DP6720* NAVD 88 ORTHO HEIGHT -    11.803 (meters)       38.72  (feet) ADJUSTED
 DP6720  ______________________________________________________________________
 DP6720  GEOID HEIGHT    -        -24.643 (meters)                     GEOID18
 DP6720  DYNAMIC HEIGHT  -         11.785 (meters)       38.66  (feet) COMP
 DP6720  MODELED GRAVITY -    979,130.6   (mgal)                       NAVD 88
 DP6720
 DP6720  VERT ORDER      -  SECOND    CLASS I
 DP6720
 DP6720.The horizontal coordinates were established by autonomous hand held GPS
 DP6720.observations and have an estimated accuracy of +/- 10 meters.
 DP6720
 DP6720.The orthometric height was determined by differential leveling and
 DP6720.adjusted by the NATIONAL GEODETIC SURVEY
 DP6720.in July 2015.
 DP6720
 DP6720.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6720.GEOID18 height accuracy estimate available here.
 DP6720
 DP6720.Click photographs - Photos may exist for this station.
 DP6720
 DP6720.The dynamic height is computed by dividing the NAVD 88
 DP6720.geopotential number by the normal gravity value computed on the
 DP6720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6720.degrees latitude (g = 980.6199 gals.).
 DP6720
 DP6720.The modeled gravity was interpolated from observed gravity values.
 DP6720
 DP6720;                    North         East    Units  Estimated Accuracy
 DP6720;SPC FL W     -   337,755.      184,432.      MT  (+/- 10 meters HH2 GPS)
 DP6720
 DP6720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8555529293(NAD 83)
 DP6720
 DP6720                          SUPERSEDED SURVEY CONTROL
 DP6720
 DP6720.No superseded survey control is available for this station.
 DP6720
 DP6720_MARKER: DD = SURVEY DISK
 DP6720_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6720_STAMPING: 25579 B 2008
 DP6720_MARK LOGO: SWFWMD
 DP6720_PROJECTION: FLUSH
 DP6720_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6720+STABILITY: SURFACE MOTION
 DP6720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6720+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2014
 DP6720_ROD/PIPE-DEPTH: 3.05 meters
 DP6720
 DP6720  HISTORY     - Date     Condition        Report By
 DP6720  HISTORY     - 20080422 MONUMENTED       SWFWMD
 DP6720  HISTORY     - 20140409 GOOD             FLDEP
 DP6720
 DP6720                          STATION DESCRIPTION
 DP6720
 DP6720'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6720'THE MARK IS ABOUT 6.8 MI (10.9 KM) EAST OF VERNA, 5.6 MI (9.0 KM)
 DP6720'NORTH-NORTHWEST OF EDGEVILLE, 2.3 MI (3.7 KM) NORTH OF MYAKKA CITY, IN
 DP6720'SECTION 1, TOWNSHIP 36 SOUTH, RANGE 22 EAST.
 DP6720'
 DP6720'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6720'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6720'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6720'1.3 MI (2.1 KM) TO 9921 MYAKKA WAUCHULA ROAD ON THE LEFT AND A GATED
 DP6720'DIM ROAD ENTRANCE TO THE PACIFIC TOMATO GROWERS FARM NUMBER 5 GATE B
 DP6720'ON THE LEFT.  TURN LEFT ON THE DIM ACCESS ROAD AND GO NORTHERLY FOR
 DP6720'0.85 MI (1.4 KM) TO A CURVE (LEFT) IN THE ROAD, CURVE LEFT ON THE DIM
 DP6720'ACCESS ROAD AND GO WEST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DIM
 DP6720'ACCESS ROAD ON THE RIGHT.  TURN RIGHT ON THE DIM ACCESS ROAD AND GO
 DP6720'NORTH FOR 0.25 MI (0.4 KM) TO SURVEY MARK J 771 ON THE RIGHT.
 DP6720'CONTINUE NORTH ON THE DIM ACCESS ROAD FOR 0.2 MI (0.3 KM) TO A CURVE
 DP6720'IN THE ROAD LEFT AND THE JUNCTION OF A DIM ACCESS TRAIL ON THE RIGHT.
 DP6720'TURN RIGHT ON THE DIM ACCESS TRAIL AND GO NORTH FOR ABOUT 200.0 FT
 DP6720'(61.0 M) TO THE JUNCTION OF A DIM TRAIL ON THE RIGHT.  TURN RIGHT ON
 DP6720'THE DIM ACCESS TRAIL AND GO NORTHEASTERLY FOR 0.2 MI (0.3 KM) TO A
 DP6720'COVERED PUMP STATION AND A DRAINAGE POND, BEAR LEFT AROUND THE PUMP
 DP6720'STATION AND POND AND GO NORTHEAST FOR ABOUT 0.1 MI (0.2 KM) TO THE END
 DP6720'OF THE DIM TRAIL AND THE ENTRANCE TO A WALKING TRAIL LEADING TO A WELL
 DP6720'SITE ON THE LEFT, ENTER THE WALKING TRAIL AND GO NORTHEASTERLY FOR
 DP6720'ABOUT 150.0 FT (45.7 M) TO A METAL GATED ENTRANCE AT A WELL SITE AND
 DP6720'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A
 DP6720'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP6720'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE WALKING TRAIL.
 DP6720'
 DP6720'LOCATED 22.2 FT (6.8 M) NORTHWEST OF SURVEY MARK 25579 A, 14.2 FT (4.3
 DP6720'M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE WALKING TRAIL, 5.4
 DP6720'FT (1.6 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE METAL GATE
 DP6720'AT THE ENTRANCE TO THE WELL SITE, 0.9 FT (27 CM) NORTHEAST OF A BARB
 DP6720'WIRE FENCE AND 0.7 FT (21 CM) NORTHEAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6723 ***********************************************************************
 DP6723  DESIGNATION -  25585
 DP6723  PID         -  DP6723
 DP6723  STATE/COUNTY-  FL/MANATEE
 DP6723  COUNTRY     -  US
 DP6723  USGS QUAD   -  MYAKKA CITY (2018)
 DP6723
 DP6723                         *CURRENT SURVEY CONTROL
 DP6723  ______________________________________________________________________
 DP6723* NAD 83(1986) POSITION- 27 20 39.5    (N) 082 09 26.3    (W)   HD_HELD2
 DP6723* NAVD 88 ORTHO HEIGHT -    14.916 (meters)       48.94  (feet) ADJUSTED
 DP6723  ______________________________________________________________________
 DP6723  GEOID HEIGHT    -        -24.593 (meters)                     GEOID18
 DP6723  DYNAMIC HEIGHT  -         14.893 (meters)       48.86  (feet) COMP
 DP6723  MODELED GRAVITY -    979,128.0   (mgal)                       NAVD 88
 DP6723
 DP6723  VERT ORDER      -  SECOND    CLASS I
 DP6723
 DP6723.The horizontal coordinates were established by autonomous hand held GPS
 DP6723.observations and have an estimated accuracy of +/- 10 meters.
 DP6723
 DP6723.The orthometric height was determined by differential leveling and
 DP6723.adjusted by the NATIONAL GEODETIC SURVEY
 DP6723.in July 2015.
 DP6723
 DP6723.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6723.GEOID18 height accuracy estimate available here.
 DP6723
 DP6723.Click photographs - Photos may exist for this station.
 DP6723
 DP6723.The dynamic height is computed by dividing the NAVD 88
 DP6723.geopotential number by the normal gravity value computed on the
 DP6723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6723.degrees latitude (g = 980.6199 gals.).
 DP6723
 DP6723.The modeled gravity was interpolated from observed gravity values.
 DP6723
 DP6723;                    North         East    Units  Estimated Accuracy
 DP6723;SPC FL W     -   333,563.      184,435.      MT  (+/- 10 meters HH2 GPS)
 DP6723
 DP6723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8552425102(NAD 83)
 DP6723
 DP6723                          SUPERSEDED SURVEY CONTROL
 DP6723
 DP6723.No superseded survey control is available for this station.
 DP6723
 DP6723_MARKER: DD = SURVEY DISK
 DP6723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP6723_SP_SET: BRIDGE GUARDRAIL
 DP6723_STAMPING: 25585 2014
 DP6723_MARK LOGO: FLDEP
 DP6723_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6723+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2014
 DP6723
 DP6723  HISTORY     - Date     Condition        Report By
 DP6723  HISTORY     - 20140410 MONUMENTED       FLDEP
 DP6723  HISTORY     - 20200925 GOOD             FL-081
 DP6723
 DP6723                          STATION DESCRIPTION
 DP6723
 DP6723'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6723'THE MARK IS ABOUT 7.1 MI (11.4 KM) EAST-NORTHEAST OF OLD MYAKKA, 3.7
 DP6723'MI (6.0 KM) NORTHWEST OF EDGEVILLE, IN THE TOWN OF MYAKKA CITY, IN
 DP6723'SECTION 13, TOWNSHIP 36 SOUTH, RANGE 21 EAST.
 DP6723'
 DP6723'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6723'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6723'ROAD ON THE LEFT.  CONTINUE EAST ON STATE ROAD 70 FOR 0.4 MI (0.6 KM)
 DP6723'TO THE BRIDGE OVER THE MYAKKA RIVER AND THE MARK ON THE RIGHT, SET
 DP6723'FLUSH IN THE TOP OF THE NORTHWEST CORNER OF THE BRIDGE GUARDRAIL ABOUT
 DP6723'3.0 FT (0.9 M) ABOVE THE LEVEL OF STATE ROAD 70.
 DP6723'
 DP6723'LOCATED ABOUT 300.0 FT (91.4 M) NORTHWEST OF SURVEY MARK NUMBER 26,
 DP6723'18.8 FT (5.7 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF STATE
 DP6723'ROAD 70, 8.6 FT (2.6 M) SOUTHEAST OF A CARSONITE WITNESS POST, 3.3 FT
 DP6723'(1.0 M) SOUTH-SOUTHWEST OF THE STEEL GUARDRAIL AND 1.0 FT (0.3 M)
 DP6723'SOUTHEAST OF THE NORTHWEST END OF THE GUARDRAIL.
 DP6723
 DP6723                          STATION RECOVERY (2020)
 DP6723
 DP6723'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (BP)
 DP6723'THE MARK IS LOCATED ON THE SOUTHWEST CORNER OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6718 ***********************************************************************
 DP6718  DESIGNATION -  25590 A
 DP6718  PID         -  DP6718
 DP6718  STATE/COUNTY-  FL/MANATEE
 DP6718  COUNTRY     -  US
 DP6718  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6718
 DP6718                         *CURRENT SURVEY CONTROL
 DP6718  ______________________________________________________________________
 DP6718* NAD 83(1986) POSITION- 27 22 32.8    (N) 082 09 15.6    (W)   HD_HELD2
 DP6718* NAVD 88 ORTHO HEIGHT -    11.359 (meters)       37.27  (feet) ADJUSTED
 DP6718  ______________________________________________________________________
 DP6718  GEOID HEIGHT    -        -24.636 (meters)                     GEOID18
 DP6718  DYNAMIC HEIGHT  -         11.342 (meters)       37.21  (feet) COMP
 DP6718  MODELED GRAVITY -    979,130.3   (mgal)                       NAVD 88
 DP6718
 DP6718  VERT ORDER      -  SECOND    CLASS I
 DP6718
 DP6718.The horizontal coordinates were established by autonomous hand held GPS
 DP6718.observations and have an estimated accuracy of +/- 10 meters.
 DP6718
 DP6718.The orthometric height was determined by differential leveling and
 DP6718.adjusted by the NATIONAL GEODETIC SURVEY
 DP6718.in July 2015.
 DP6718
 DP6718.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6718.GEOID18 height accuracy estimate available here.
 DP6718
 DP6718.Click photographs - Photos may exist for this station.
 DP6718
 DP6718.The dynamic height is computed by dividing the NAVD 88
 DP6718.geopotential number by the normal gravity value computed on the
 DP6718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6718.degrees latitude (g = 980.6199 gals.).
 DP6718
 DP6718.The modeled gravity was interpolated from observed gravity values.
 DP6718
 DP6718;                    North         East    Units  Estimated Accuracy
 DP6718;SPC FL W     -   337,050.      184,734.      MT  (+/- 10 meters HH2 GPS)
 DP6718
 DP6718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8585128585(NAD 83)
 DP6718
 DP6718                          SUPERSEDED SURVEY CONTROL
 DP6718
 DP6718.No superseded survey control is available for this station.
 DP6718
 DP6718_MARKER: DD = SURVEY DISK
 DP6718_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6718_STAMPING: 25590 A 2008
 DP6718_MARK LOGO: SFLWMD
 DP6718_PROJECTION: RECESSED 3 CENTIMETERS
 DP6718_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6718+STABILITY: SURFACE MOTION
 DP6718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6718+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2014
 DP6718_ROD/PIPE-DEPTH: 3.05 meters
 DP6718
 DP6718  HISTORY     - Date     Condition        Report By
 DP6718  HISTORY     - 20080422 MONUMENTED       SFLWMD
 DP6718  HISTORY     - 20140409 GOOD             FLDEP
 DP6718
 DP6718                          STATION DESCRIPTION
 DP6718
 DP6718'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6718'THE MARK IS ABOUT 7.0 MI (11.3 KM) EAST OF VERNA, 5.1 MI (8.2 KM)
 DP6718'NORTHWEST OF EDGEVILLE, 1.9 MI (3.1 KM) NORTH-NORTHEAST OF MYAKKA
 DP6718'CITY, IN SECTION 1, TOWNSHIP 36 SOUTH, RANGE 21 EAST.
 DP6718'
 DP6718'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6718'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6718'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6718'1.3 MI (2.1 KM) TO 9921 MYAKKA WAUCHULA ROAD ON THE LEFT AND A GATED
 DP6718'DIM ROAD ENTRANCE TO THE PACIFIC TOMATO GROWERS FARM NUMBER 5 GATE B
 DP6718'ON THE LEFT.  TURN LEFT ON THE DIM ACCESS ROAD AND GO NORTHERLY FOR
 DP6718'0.85 MI (1.4 KM) TO A CURVE (LEFT) IN THE ROAD, CURVE LEFT ON THE DIM
 DP6718'ACCESS ROAD AND GO WEST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DIM
 DP6718'ACCESS ROAD ON THE RIGHT.  TURN RIGHT ON THE DIM ACCESS ROAD AND GO
 DP6718'NORTH FOR 0.25 MI (0.4 KM) TO SURVEY MARK J 771 ON THE RIGHT AND A DIM
 DP6718'TRAIL ON THE SOUTH SIDE OF A PLANTING FIELD ON THE RIGHT.  TURN RIGHT
 DP6718'ON THE DIM TRAIL AND GO EASTERLY FOR ABOUT 0.2 MI (0.3 KM) TO THE
 DP6718'EASTERN EDGE OF THE PLANTING FIELD AND A FENCED ENTRANCE TO A WALKING
 DP6718'TRAIL LEADING TO A WELL SITE, ENTER THROUGH THE FENCE AND GO
 DP6718'SOUTHEASTERLY FOR ABOUT 0.2 MI (0.3 KM) TO THE MARK, AN ALUMINUM ROD
 DP6718'DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP6718'12-INCH (30 CM) ROUND CONCRETE MONUMENT RECESSED 0.1 FT (3 CM) BELOW
 DP6718'THE LEVEL OF THE GROUND AND LEVEL WITH THE WALKING TRAIL.
 DP6718'
 DP6718'LOCATED 217.5 FT (66.3 M) NORTHWEST OF A WATER MONITORING WELL, 38.0
 DP6718'FT (11.6 M) EAST OF SURVEY MARK 25590 B, 0.7 FT (21 CM) SOUTH OF A
 DP6718'BARB WIRE FENCE AND 0.4 FT (12 CM) OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6717 ***********************************************************************
 DP6717  DESIGNATION -  25590 B
 DP6717  PID         -  DP6717
 DP6717  STATE/COUNTY-  FL/MANATEE
 DP6717  COUNTRY     -  US
 DP6717  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6717
 DP6717                         *CURRENT SURVEY CONTROL
 DP6717  ______________________________________________________________________
 DP6717* NAD 83(1986) POSITION- 27 22 32.6    (N) 082 09 16.0    (W)   HD_HELD2
 DP6717* NAVD 88 ORTHO HEIGHT -    11.455 (meters)       37.58  (feet) ADJUSTED
 DP6717  ______________________________________________________________________
 DP6717  GEOID HEIGHT    -        -24.636 (meters)                     GEOID18
 DP6717  DYNAMIC HEIGHT  -         11.437 (meters)       37.52  (feet) COMP
 DP6717  MODELED GRAVITY -    979,130.3   (mgal)                       NAVD 88
 DP6717
 DP6717  VERT ORDER      -  SECOND    CLASS I
 DP6717
 DP6717.The horizontal coordinates were established by autonomous hand held GPS
 DP6717.observations and have an estimated accuracy of +/- 10 meters.
 DP6717
 DP6717.The orthometric height was determined by differential leveling and
 DP6717.adjusted by the NATIONAL GEODETIC SURVEY
 DP6717.in July 2015.
 DP6717
 DP6717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6717.GEOID18 height accuracy estimate available here.
 DP6717
 DP6717.Click photographs - Photos may exist for this station.
 DP6717
 DP6717.The dynamic height is computed by dividing the NAVD 88
 DP6717.geopotential number by the normal gravity value computed on the
 DP6717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6717.degrees latitude (g = 980.6199 gals.).
 DP6717
 DP6717.The modeled gravity was interpolated from observed gravity values.
 DP6717
 DP6717;                    North         East    Units  Estimated Accuracy
 DP6717;SPC FL W     -   337,044.      184,723.      MT  (+/- 10 meters HH2 GPS)
 DP6717
 DP6717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8584028579(NAD 83)
 DP6717
 DP6717                          SUPERSEDED SURVEY CONTROL
 DP6717
 DP6717.No superseded survey control is available for this station.
 DP6717
 DP6717_MARKER: DD = SURVEY DISK
 DP6717_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6717_STAMPING: 25590 B 2008
 DP6717_MARK LOGO: SFLWMD
 DP6717_PROJECTION: FLUSH
 DP6717_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6717+STABILITY: SURFACE MOTION
 DP6717_ROD/PIPE-DEPTH: 3.05 meters
 DP6717
 DP6717  HISTORY     - Date     Condition        Report By
 DP6717  HISTORY     - 20080422 MONUMENTED       SFLWMD
 DP6717  HISTORY     - 20140409 GOOD             FLDEP
 DP6717
 DP6717                          STATION DESCRIPTION
 DP6717
 DP6717'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6717'THE MARK IS ABOUT 7.0 MI (11.3 KM) EAST OF VERNA, 5.1 MI (8.2 KM)
 DP6717'NORTHWEST OF EDGEVILLE, 1.9 MI (3.1 KM) NORTH-NORTHEAST OF MYAKKA
 DP6717'CITY, IN SECTION 1, TOWNSHIP 36 SOUTH, RANGE 21 EAST.
 DP6717'
 DP6717'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6717'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6717'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6717'1.3 MI (2.1 KM) TO 9921 MYAKKA WAUCHULA ROAD ON THE LEFT AND A GATED
 DP6717'DIM ROAD ENTRANCE TO THE PACIFIC TOMATO GROWERS FARM NUMBER 5 GATE B
 DP6717'ON THE LEFT.  TURN LEFT ON THE DIM ACCESS ROAD AND GO NORTHERLY FOR
 DP6717'0.85 MI (1.4 KM) TO A CURVE (LEFT) IN THE ROAD, CURVE LEFT ON THE DIM
 DP6717'ACCESS ROAD AND GO WEST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DIM
 DP6717'ACCESS ROAD ON THE RIGHT.  TURN RIGHT ON THE DIM ACCESS ROAD AND GO
 DP6717'NORTH FOR 0.25 MI (0.4 KM) TO SURVEY MARK J 771 ON THE RIGHT AND A DIM
 DP6717'TRAIL ON THE SOUTH SIDE OF A PLANTING FIELD ON THE RIGHT.  TURN RIGHT
 DP6717'ON THE DIM TRAIL AND GO EASTERLY FOR ABOUT 0.2 MI (0.3 KM) TO THE
 DP6717'EASTERN EDGE OF THE PLANTING FIELD AND A FENCED ENTRANCE TO A WALKING
 DP6717'TRAIL LEADING TO A WELL SITE, ENTER THROUGH THE FENCE AND GO
 DP6717'SOUTHEASTERLY FOR ABOUT 0.2 MI (0.3 KM) TO THE MARK, AN ALUMINUM ROD
 DP6717'DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP6717'12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 DP6717'LEVEL WITH THE WALKING TRAIL.
 DP6717'
 DP6717'LOCATED 250.5 FT (76.4 M) WEST-NORTHWEST OF A WATER MONITORING WELL,
 DP6717'38.0 FT (11.6 M) WEST OF SURVEY MARK 25590 A, 2.0 FT (0.6 M) SOUTH OF
 DP6717'A BARB WIRE FENCE AND 1.3 FT (0.4 M) SOUTH OF A CARSONITE WITNESS
 DP6717'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6728 ***********************************************************************
 DP6728  DESIGNATION -  25592 A
 DP6728  PID         -  DP6728
 DP6728  STATE/COUNTY-  FL/MANATEE
 DP6728  COUNTRY     -  US
 DP6728  USGS QUAD   -  EDGEVILLE (2018)
 DP6728
 DP6728                         *CURRENT SURVEY CONTROL
 DP6728  ______________________________________________________________________
 DP6728* NAD 83(1986) POSITION- 27 18 33.7    (N) 082 06 47.9    (W)   HD_HELD2
 DP6728* NAVD 88 ORTHO HEIGHT -    20.755 (meters)       68.09  (feet) ADJUSTED
 DP6728  ______________________________________________________________________
 DP6728  GEOID HEIGHT    -        -24.550 (meters)                     GEOID18
 DP6728  DYNAMIC HEIGHT  -         20.724 (meters)       67.99  (feet) COMP
 DP6728  MODELED GRAVITY -    979,127.3   (mgal)                       NAVD 88
 DP6728
 DP6728  VERT ORDER      -  SECOND    CLASS I
 DP6728
 DP6728.The horizontal coordinates were established by autonomous hand held GPS
 DP6728.observations and have an estimated accuracy of +/- 10 meters.
 DP6728
 DP6728.The orthometric height was determined by differential leveling and
 DP6728.adjusted by the NATIONAL GEODETIC SURVEY
 DP6728.in June 2015.
 DP6728
 DP6728.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6728.GEOID18 height accuracy estimate available here.
 DP6728
 DP6728.Click photographs - Photos may exist for this station.
 DP6728
 DP6728.The dynamic height is computed by dividing the NAVD 88
 DP6728.geopotential number by the normal gravity value computed on the
 DP6728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6728.degrees latitude (g = 980.6199 gals.).
 DP6728
 DP6728.The modeled gravity was interpolated from observed gravity values.
 DP6728
 DP6728;                    North         East    Units  Estimated Accuracy
 DP6728;SPC FL W     -   329,686.      188,785.      MT  (+/- 10 meters HH2 GPS)
 DP6728
 DP6728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8984321191(NAD 83)
 DP6728
 DP6728                          SUPERSEDED SURVEY CONTROL
 DP6728
 DP6728.No superseded survey control is available for this station.
 DP6728
 DP6728_MARKER: DD = SURVEY DISK
 DP6728_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6728_STAMPING: 25592 A 2014
 DP6728_MARK LOGO: FLDEP
 DP6728_PROJECTION: RECESSED 10 CENTIMETERS
 DP6728_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6728+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2014
 DP6728_ROD/PIPE-DEPTH: 3.9 meters
 DP6728
 DP6728  HISTORY     - Date     Condition        Report By
 DP6728  HISTORY     - 20140308 MONUMENTED       FLDEP
 DP6728  HISTORY     - 20201002 GOOD             FL-081
 DP6728
 DP6728                          STATION DESCRIPTION
 DP6728
 DP6728'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6728'THE MARK IS ABOUT 9.4 MI (15.1 KM) EAST OF OLD MYAKKA, 4.1 MI (6.6 KM)
 DP6728'SOUTHEAST OF MYAKKA CITY, IN THE TOWN OF EDGEVILLE, IN SECTION 33,
 DP6728'TOWNSHIP 36 SOUTH, RANGE 22 EAST.
 DP6728'
 DP6728'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6728'STATE ROAD 70 FOR 4.35 MI (7.0 KM) TO THE JUNCTION OF SUGAR BOWL ROAD
 DP6728'ON THE RIGHT.  TURN RIGHT ON SUGAR BOWL ROAD AND GO SOUTHWEST FOR 0.45
 DP6728'MI (0.7 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DP6728'REFUSAL AT A DEPTH OF 12.8 FT (3.9 M) WITH A SURVEY DISK SET ON THE
 DP6728'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP6728'M) DEEP, RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND AND
 DP6728'ABOUT 0.6 FT (18 CM) BELOW THE LEVEL OF SUGAR BOWL ROAD.
 DP6728'
 DP6728'LOCATED 140.3 FT (42.8 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A
 DP6728'DIRT DRIVEWAY LEADING TO THE ADDRESS 12700 SUGAR BOWL ROAD, 55.6 FT
 DP6728'(16.9 M) NORTHEAST OF SURVEY MARK 25592 B, 32.6 FT (9.9 M)
 DP6728'WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF SUGAR BOWL ROAD, 5.2
 DP6728'FT (1.6 M) EAST-NORTHEAST OF WATER MONITORING WELL 25593, 2.0 FT (0.6
 DP6728'M) EAST-NORTHEAST OF WATER MONITORING WELL 25592 AND 1.3 FT (0.4 M)
 DP6728'EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DP6728'
 DP6728'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6728'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP6728
 DP6728                          STATION RECOVERY (2020)
 DP6728
 DP6728'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (BP)
 DP6728'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6727 ***********************************************************************
 DP6727  DESIGNATION -  25592 B
 DP6727  PID         -  DP6727
 DP6727  STATE/COUNTY-  FL/MANATEE
 DP6727  COUNTRY     -  US
 DP6727  USGS QUAD   -  EDGEVILLE (2018)
 DP6727
 DP6727                         *CURRENT SURVEY CONTROL
 DP6727  ______________________________________________________________________
 DP6727* NAD 83(1986) POSITION- 27 18 33.3    (N) 082 06 48.4    (W)   HD_HELD2
 DP6727* NAVD 88 ORTHO HEIGHT -    20.528 (meters)       67.35  (feet) ADJUSTED
 DP6727  ______________________________________________________________________
 DP6727  GEOID HEIGHT    -        -24.549 (meters)                     GEOID18
 DP6727  DYNAMIC HEIGHT  -         20.497 (meters)       67.25  (feet) COMP
 DP6727  MODELED GRAVITY -    979,127.3   (mgal)                       NAVD 88
 DP6727
 DP6727  VERT ORDER      -  SECOND    CLASS I
 DP6727
 DP6727.The horizontal coordinates were established by autonomous hand held GPS
 DP6727.observations and have an estimated accuracy of +/- 10 meters.
 DP6727
 DP6727.The orthometric height was determined by differential leveling and
 DP6727.adjusted by the NATIONAL GEODETIC SURVEY
 DP6727.in June 2015.
 DP6727
 DP6727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6727.GEOID18 height accuracy estimate available here.
 DP6727
 DP6727.Click photographs - Photos may exist for this station.
 DP6727
 DP6727.The dynamic height is computed by dividing the NAVD 88
 DP6727.geopotential number by the normal gravity value computed on the
 DP6727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6727.degrees latitude (g = 980.6199 gals.).
 DP6727
 DP6727.The modeled gravity was interpolated from observed gravity values.
 DP6727
 DP6727;                    North         East    Units  Estimated Accuracy
 DP6727;SPC FL W     -   329,674.      188,772.      MT  (+/- 10 meters HH2 GPS)
 DP6727
 DP6727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8982921179(NAD 83)
 DP6727
 DP6727                          SUPERSEDED SURVEY CONTROL
 DP6727
 DP6727.No superseded survey control is available for this station.
 DP6727
 DP6727_MARKER: DD = SURVEY DISK
 DP6727_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6727_STAMPING: 25592 B 2014
 DP6727_MARK LOGO: FLDEP
 DP6727_PROJECTION: RECESSED 8 CENTIMETERS
 DP6727_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6727+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2014
 DP6727_ROD/PIPE-DEPTH: 4.2 meters
 DP6727
 DP6727  HISTORY     - Date     Condition        Report By
 DP6727  HISTORY     - 20140826 MONUMENTED       FLDEP
 DP6727  HISTORY     - 20201002 GOOD             FL-081
 DP6727
 DP6727                          STATION DESCRIPTION
 DP6727
 DP6727'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6727'THE MARK IS ABOUT 9.4 MI (15.1 KM) EAST OF OLD MYAKKA, 4.1 MI (6.6 KM)
 DP6727'SOUTHEAST OF MYAKKA CITY, IN THE TOWN OF EDGEVILLE, IN SECTION 33,
 DP6727'TOWNSHIP 36 SOUTH, RANGE 22 EAST.
 DP6727'
 DP6727'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6727'STATE ROAD 70 FOR 4.35 MI (7.0 KM) TO THE JUNCTION OF SUGAR BOWL ROAD
 DP6727'ON THE RIGHT.  TURN RIGHT ON SUGAR BOWL ROAD AND GO SOUTHWEST FOR 0.45
 DP6727'MI (0.7 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DP6727'REFUSAL AT A DEPTH OF 13.7 FT (4.2 M) WITH A SURVEY DISK SET ON THE
 DP6727'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP6727'M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND
 DP6727'ABOUT 0.6 FT (18 CM) BELOW THE LEVEL OF SUGAR BOWL ROAD.
 DP6727'
 DP6727'LOCATED 55.6 FT (16.9 M) SOUTHWEST OF SURVEY MARK 25592 A, 55.0 FT
 DP6727'(16.8 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF SUGAR BOWL
 DP6727'ROAD, 48.5 FT (14.8 M) WEST-SOUTHWEST OF WATER MONITORING WELL 25593,
 DP6727'17.5 FT (5.3 M) NORTHEAST OF POWER POLE NUMBER 12-389, 1.3 FT (0.4 M)
 DP6727'SOUTHEAST OF THE BARBWIRE FENCE AND 1.0 FT (0.3 M) SOUTHEAST OF A
 DP6727'CARBONATE WITNESS POST.
 DP6727'
 DP6727'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6727'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP6727
 DP6727                          STATION RECOVERY (2020)
 DP6727
 DP6727'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (BP)
 DP6727'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6715 ***********************************************************************
 DP6715  DESIGNATION -  25598 A
 DP6715  PID         -  DP6715
 DP6715  STATE/COUNTY-  FL/MANATEE
 DP6715  COUNTRY     -  US
 DP6715  USGS QUAD   -  MYAKKA CITY (2018)
 DP6715
 DP6715                         *CURRENT SURVEY CONTROL
 DP6715  ______________________________________________________________________
 DP6715* NAD 83(1986) POSITION- 27 21 56.7    (N) 082 08 57.3    (W)   HD_HELD2
 DP6715* NAVD 88 ORTHO HEIGHT -    15.455 (meters)       50.71  (feet) ADJUSTED
 DP6715  ______________________________________________________________________
 DP6715  GEOID HEIGHT    -        -24.624 (meters)                     GEOID18
 DP6715  DYNAMIC HEIGHT  -         15.432 (meters)       50.63  (feet) COMP
 DP6715  MODELED GRAVITY -    979,129.8   (mgal)                       NAVD 88
 DP6715
 DP6715  VERT ORDER      -  SECOND    CLASS I
 DP6715
 DP6715.The horizontal coordinates were established by autonomous hand held GPS
 DP6715.observations and have an estimated accuracy of +/- 10 meters.
 DP6715
 DP6715.The orthometric height was determined by differential leveling and
 DP6715.adjusted by the NATIONAL GEODETIC SURVEY
 DP6715.in July 2015.
 DP6715
 DP6715.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6715.GEOID18 height accuracy estimate available here.
 DP6715
 DP6715.Click photographs - Photos may exist for this station.
 DP6715
 DP6715.The dynamic height is computed by dividing the NAVD 88
 DP6715.geopotential number by the normal gravity value computed on the
 DP6715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6715.degrees latitude (g = 980.6199 gals.).
 DP6715
 DP6715.The modeled gravity was interpolated from observed gravity values.
 DP6715
 DP6715;                    North         East    Units  Estimated Accuracy
 DP6715;SPC FL W     -   335,938.      185,235.      MT  (+/- 10 meters HH2 GPS)
 DP6715
 DP6715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8634327470(NAD 83)
 DP6715
 DP6715                          SUPERSEDED SURVEY CONTROL
 DP6715
 DP6715.No superseded survey control is available for this station.
 DP6715
 DP6715_MARKER: DD = SURVEY DISK
 DP6715_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP6715_SP_SET: BRIDGE GUARDRAIL
 DP6715_STAMPING: 25598 A 2014
 DP6715_MARK LOGO: FLDEP
 DP6715_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6715+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2014
 DP6715
 DP6715  HISTORY     - Date     Condition        Report By
 DP6715  HISTORY     - 20140410 MONUMENTED       FLDEP
 DP6715
 DP6715                          STATION DESCRIPTION
 DP6715
 DP6715'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6715'THE MARK IS ABOUT 7.5 MI (12.1 KM) EAST OF VERNA, 4.4 MI (7.1 KM)
 DP6715'NORTHWEST OF EDGEVILLE, 1.4 MI (2.3 KM) NORTHEAST OF MYAKKA CITY, IN
 DP6715'SECTION 7, TOWNSHIP 36 SOUTH, RANGE 22 EAST.
 DP6715'
 DP6715'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6715'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6715'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6715'1.8 MI (2.9 KM) TO THE BRIDGE OVER THE MYAKKA RIVER AND THE MARK ON
 DP6715'THE RIGHT, SET FLUSH IN THE TOP OF THE SOUTHEAST BRIDGE GUARDRAIL
 DP6715'ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF MYAKKA WAUCHULA ROAD.
 DP6715'
 DP6715'LOCATED 255.0 FT (77.7 M) SOUTHWEST OF SURVEY MARK 25598 B, 150.6 FT
 DP6715'(45.9 M) SOUTH-SOUTHWEST OF A WELL SHAFT, 22.8 FT (6.9 M) SOUTHEAST OF
 DP6715'THE APPROXIMATE CENTERLINE OF MYAKKA WAUCHULA ROAD AND 0.6 FT (18 CM)
 DP6715'SOUTHEAST OF THE STEEL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6714 ***********************************************************************
 DP6714  DESIGNATION -  25598 B
 DP6714  PID         -  DP6714
 DP6714  STATE/COUNTY-  FL/MANATEE
 DP6714  COUNTRY     -  US
 DP6714  USGS QUAD   -  MYAKKA CITY (2018)
 DP6714
 DP6714                         *CURRENT SURVEY CONTROL
 DP6714  ______________________________________________________________________
 DP6714* NAD 83(1986) POSITION- 27 21 58.6    (N) 082 08 55.4    (W)   HD_HELD2
 DP6714* NAVD 88 ORTHO HEIGHT -    15.461 (meters)       50.73  (feet) ADJUSTED
 DP6714  ______________________________________________________________________
 DP6714  GEOID HEIGHT    -        -24.625 (meters)                     GEOID18
 DP6714  DYNAMIC HEIGHT  -         15.437 (meters)       50.65  (feet) COMP
 DP6714  MODELED GRAVITY -    979,129.8   (mgal)                       NAVD 88
 DP6714
 DP6714  VERT ORDER      -  SECOND    CLASS I
 DP6714
 DP6714.The horizontal coordinates were established by autonomous hand held GPS
 DP6714.observations and have an estimated accuracy of +/- 10 meters.
 DP6714
 DP6714.The orthometric height was determined by differential leveling and
 DP6714.adjusted by the NATIONAL GEODETIC SURVEY
 DP6714.in July 2015.
 DP6714
 DP6714.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6714.GEOID18 height accuracy estimate available here.
 DP6714
 DP6714.Click photographs - Photos may exist for this station.
 DP6714
 DP6714.The dynamic height is computed by dividing the NAVD 88
 DP6714.geopotential number by the normal gravity value computed on the
 DP6714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6714.degrees latitude (g = 980.6199 gals.).
 DP6714
 DP6714.The modeled gravity was interpolated from observed gravity values.
 DP6714
 DP6714;                    North         East    Units  Estimated Accuracy
 DP6714;SPC FL W     -   335,996.      185,288.      MT  (+/- 10 meters HH2 GPS)
 DP6714
 DP6714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8639627528(NAD 83)
 DP6714
 DP6714                          SUPERSEDED SURVEY CONTROL
 DP6714
 DP6714.No superseded survey control is available for this station.
 DP6714
 DP6714_MARKER: DD = SURVEY DISK
 DP6714_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP6714_SP_SET: BRIDGE GUARDRAIL
 DP6714_STAMPING: 25598 B 2014
 DP6714_MARK LOGO: FLDEP
 DP6714_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6714+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2014
 DP6714
 DP6714  HISTORY     - Date     Condition        Report By
 DP6714  HISTORY     - 20140410 MONUMENTED       FLDEP
 DP6714
 DP6714                          STATION DESCRIPTION
 DP6714
 DP6714'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6714'THE MARK IS ABOUT 7.5 MI (12.1 KM) EAST OF VERNA, 4.4 MI (7.1 KM)
 DP6714'NORTHWEST OF EDGEVILLE, 1.4 MI (2.3 KM) NORTHEAST OF MYAKKA CITY, IN
 DP6714'SECTION 7, TOWNSHIP 36 SOUTH, RANGE 22 EAST.
 DP6714'
 DP6714'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6714'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6714'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6714'1.8 MI (2.9 KM) TO THE BRIDGE OVER THE MYAKKA RIVER AND THE MARK ON
 DP6714'THE LEFT, SET FLUSH IN THE TOP OF THE NORTHWEST BRIDGE GUARDRAIL ABOUT
 DP6714'3.0 FT (0.9 M) ABOVE THE LEVEL OF MYAKKA WAUCHULA ROAD.
 DP6714'
 DP6714'LOCATED 255.0 FT (77.7 M) NORTHEAST OF SURVEY MARK 25598 A, 111.2 FT
 DP6714'(33.9 M) NORTH-NORTHEAST OF A WELL SHAFT, 23.2 FT (7.1 M)
 DP6714'NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF MYAKKA WAUCHULA ROAD
 DP6714'AND 0.5 FT (15 CM) NORTH-NORTHWEST OF THE STEEL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0090 ***********************************************************************
 AL0090  DESIGNATION -  256
 AL0090  PID         -  AL0090
 AL0090  STATE/COUNTY-  FL/PINELLAS
 AL0090  COUNTRY     -  US
 AL0090  USGS QUAD   -  OLDSMAR (2018)
 AL0090
 AL0090                         *CURRENT SURVEY CONTROL
 AL0090  ______________________________________________________________________
 AL0090* NAD 83(1986) POSITION- 28 00 37.     (N) 082 43 59.     (W)   SCALED
 AL0090* NAVD 88 ORTHO HEIGHT -    25.748 (meters)       84.47  (feet) ADJUSTED
 AL0090  ______________________________________________________________________
 AL0090  GEOID HEIGHT    -        -24.822 (meters)                     GEOID18
 AL0090  DYNAMIC HEIGHT  -         25.710 (meters)       84.35  (feet) COMP
 AL0090  MODELED GRAVITY -    979,184.5   (mgal)                       NAVD 88
 AL0090
 AL0090  VERT ORDER      -  SECOND    CLASS II
 AL0090
 AL0090.The horizontal coordinates were scaled from a map and have
 AL0090.an estimated accuracy of +/- 6 seconds.
 AL0090
 AL0090.The orthometric height was determined by differential leveling and
 AL0090.adjusted by the NATIONAL GEODETIC SURVEY
 AL0090.in June 1991.
 AL0090
 AL0090.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0090.GEOID18 height accuracy estimate available here.
 AL0090
 AL0090.Click photographs - Photos may exist for this station.
 AL0090
 AL0090.The dynamic height is computed by dividing the NAVD 88
 AL0090.geopotential number by the normal gravity value computed on the
 AL0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0090.degrees latitude (g = 980.6199 gals.).
 AL0090
 AL0090.The modeled gravity was interpolated from observed gravity values.
 AL0090
 AL0090;                    North         East    Units  Estimated Accuracy
 AL0090;SPC FL W     -   407,560.      127,910.      MT  (+/- 180 meters Scaled)
 AL0090
 AL0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL296995(NAD 83)
 AL0090
 AL0090                          SUPERSEDED SURVEY CONTROL
 AL0090
 AL0090  NGVD 29 (??/??/92)   26.009  (m)           85.33   (f) ADJ UNCH    2 2
 AL0090
 AL0090.Superseded values are not recommended for survey control.
 AL0090
 AL0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0090.See file dsdata.pdf to determine how the superseded data were derived.
 AL0090
 AL0090_MARKER: DD = SURVEY DISK
 AL0090_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0090_SP_SET: CULVERT HEADWALL
 AL0090_STAMPING: 256
 AL0090_MARK LOGO: FLSRD
 AL0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0090+STABILITY: SURFACE MOTION
 AL0090
 AL0090  HISTORY     - Date     Condition        Report By
 AL0090  HISTORY     - UNK      MONUMENTED       FLHD
 AL0090  HISTORY     - 1976     GOOD             FLDT
 AL0090
 AL0090                          STATION DESCRIPTION
 AL0090
 AL0090'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0090'AT CLEARWATER.
 AL0090'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0090'580, RUN SOUTHERLY ON U.S. 19 FOR 0.65 MILE.  STATION ON LEFT,
 AL0090'64.0 FT. NE OF THE CENTERLINE OF U.S. 19, 37.5 FT. WEST OF POWER
 AL0090'POLE, NUMBER 2-22006.  SET IN TOP OF CONCRETE HEADWALL.  SECTION
 AL0090'31, T28S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1062 ***********************************************************************
 BE1062  DESIGNATION -  256 JWM USGS
 BE1062  PID         -  BE1062
 BE1062  STATE/COUNTY-  FL/LEON
 BE1062  COUNTRY     -  US
 BE1062  USGS QUAD   -  LLOYD (2018)
 BE1062
 BE1062                         *CURRENT SURVEY CONTROL
 BE1062  ______________________________________________________________________
 BE1062* NAD 83(1986) POSITION- 30 27 07.     (N) 084 05 25.     (W)   SCALED
 BE1062* NAVD 88 ORTHO HEIGHT -    16.926 (meters)       55.53  (feet) ADJUSTED
 BE1062  ______________________________________________________________________
 BE1062  GEOID HEIGHT    -        -27.728 (meters)                     GEOID18
 BE1062  DYNAMIC HEIGHT  -         16.904 (meters)       55.46  (feet) COMP
 BE1062  MODELED GRAVITY -    979,343.9   (mgal)                       NAVD 88
 BE1062
 BE1062  VERT ORDER      -  FIRST     CLASS II
 BE1062
 BE1062.The horizontal coordinates were scaled from a map and have
 BE1062.an estimated accuracy of +/- 6 seconds.
 BE1062
 BE1062.The orthometric height was determined by differential leveling and
 BE1062.adjusted by the NATIONAL GEODETIC SURVEY
 BE1062.in June 1991.
 BE1062
 BE1062.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1062.GEOID18 height accuracy estimate available here.
 BE1062
 BE1062.Click photographs - Photos may exist for this station.
 BE1062
 BE1062.The dynamic height is computed by dividing the NAVD 88
 BE1062.geopotential number by the normal gravity value computed on the
 BE1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1062.degrees latitude (g = 980.6199 gals.).
 BE1062
 BE1062.The modeled gravity was interpolated from observed gravity values.
 BE1062
 BE1062;                    North         East    Units  Estimated Accuracy
 BE1062;SPC FL N     -   161,020.      639,350.      MT  (+/- 180 meters Scaled)
 BE1062
 BE1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU794724(NAD 83)
 BE1062
 BE1062                          SUPERSEDED SURVEY CONTROL
 BE1062
 BE1062  NGVD 29 (??/??/92)   17.146  (m)           56.25   (f) ADJ UNCH    1 2
 BE1062
 BE1062.Superseded values are not recommended for survey control.
 BE1062
 BE1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1062.See file dsdata.pdf to determine how the superseded data were derived.
 BE1062
 BE1062_MARKER: DD = SURVEY DISK
 BE1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1062_STAMPING: 256 JWM 1951 56-4
 BE1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1062+STABILITY: SURFACE MOTION
 BE1062
 BE1062  HISTORY     - Date     Condition        Report By
 BE1062  HISTORY     - 1951     MONUMENTED       USGS
 BE1062  HISTORY     - 1954     GOOD             CGS
 BE1062  HISTORY     - 1978     GOOD             FLDNR
 BE1062  HISTORY     - 20100204 MARK NOT FOUND   FLDEP
 BE1062
 BE1062                          STATION DESCRIPTION
 BE1062
 BE1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BE1062'4.6 MI W FROM LLOYD.
 BE1062'ABOUT 4.6 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 BE1062'THE STATION AT LLOYD, AT CAPITOLA, 381 YARDS NORTHEAST OF MILE
 BE1062'POST 786, 28.8 FEET SOUTHEAST OF SOUTHEAST RAIL, 126 FEET EAST
 BE1062'OF CENTER OF ROAD CROSSING, 4.3 FEET NORTHEAST OF THE FIRST
 BE1062'TELEPHONE POLE NORTHEAST OF ROAD CROSSING, 204 1/2 FEET SOUTHWEST
 BE1062'OF MAIL CRANE, 115 FEET NORTHWEST OF CENTER LINE OF A BLACK TOP
 BE1062'ROAD PARALLEL TO TRACK, ABOUT 1 1/2 FEET BELOW LEVEL OF TRACK
 BE1062'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BE1062
 BE1062                          STATION RECOVERY (1978)
 BE1062
 BE1062'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BE1062'RECOVERED IN GOOD CONDITION.
 BE1062
 BE1062                          STATION RECOVERY (2010)
 BE1062
 BE1062'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (MWM)
 BE1062'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6069 ***********************************************************************
 DP6069  DESIGNATION -  25653 A
 DP6069  PID         -  DP6069
 DP6069  STATE/COUNTY-  FL/SARASOTA
 DP6069  COUNTRY     -  US
 DP6069  USGS QUAD   -  SARASOTA (2018)
 DP6069
 DP6069                         *CURRENT SURVEY CONTROL
 DP6069  ______________________________________________________________________
 DP6069* NAD 83(1986) POSITION- 27 20 49.1    (N) 082 32 44.2    (W)   HD_HELD2
 DP6069* NAVD 88 ORTHO HEIGHT -     2.858 (meters)        9.38  (feet) ADJUSTED
 DP6069  ______________________________________________________________________
 DP6069  GEOID HEIGHT    -        -24.376 (meters)                     GEOID18
 DP6069  DYNAMIC HEIGHT  -          2.854 (meters)        9.36  (feet) COMP
 DP6069  MODELED GRAVITY -    979,130.7   (mgal)                       NAVD 88
 DP6069
 DP6069  VERT ORDER      -  FIRST     CLASS II
 DP6069
 DP6069.The horizontal coordinates were established by autonomous hand held GPS
 DP6069.observations and have an estimated accuracy of +/- 10 meters.
 DP6069
 DP6069.The orthometric height was determined by differential leveling and
 DP6069.adjusted by the NATIONAL GEODETIC SURVEY
 DP6069.in July 2015.
 DP6069
 DP6069.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6069.GEOID18 height accuracy estimate available here.
 DP6069
 DP6069.Click photographs - Photos may exist for this station.
 DP6069
 DP6069.The dynamic height is computed by dividing the NAVD 88
 DP6069.geopotential number by the normal gravity value computed on the
 DP6069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6069.degrees latitude (g = 980.6199 gals.).
 DP6069
 DP6069.The modeled gravity was interpolated from observed gravity values.
 DP6069
 DP6069;                    North         East    Units  Estimated Accuracy
 DP6069;SPC FL W     -   333,967.      146,015.      MT  (+/- 10 meters HH2 GPS)
 DP6069
 DP6069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4711425813(NAD 83)
 DP6069
 DP6069                          SUPERSEDED SURVEY CONTROL
 DP6069
 DP6069.No superseded survey control is available for this station.
 DP6069
 DP6069_MARKER: DD = SURVEY DISK
 DP6069_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP6069_SP_SET: CURB
 DP6069_STAMPING: 25653 A 2008
 DP6069_MARK LOGO: SFLWMD
 DP6069_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6069+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 DP6069
 DP6069  HISTORY     - Date     Condition        Report By
 DP6069  HISTORY     - 20080909 MONUMENTED       SFLWMD
 DP6069  HISTORY     - 20140701 GOOD             FLDEP
 DP6069
 DP6069                          STATION DESCRIPTION
 DP6069
 DP6069'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6069'THE MARK IS ABOUT 10.6 MI (17.1 KM) SOUTH OF BRADENTON, 5.9 MI (9.5
 DP6069'KM) NORTHWEST OF BEE RIDGE, 1.2 MI (1.9 KM) NORTHWEST OF SARASOTA, IN
 DP6069'SECTION 18, TOWNSHIP 36 SOUTH, RANGE 18 EAST.
 DP6069'
 DP6069'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (NORTH
 DP6069'TAMIAMI TRAIL) AND UNIVERSITY PARKWAY (COUNTY ROAD 750) INCH (1905 CM)
 DP6069'NORTH SARASOTA, GO SOUTH ON U.S. HIGHWAY 41 (NORTH TAMIAMI TRAIL) FOR
 DP6069'2.45 MI (3.9 KM) TO THE JUNCTION OF 11TH STREET ON THE LEFT.  TURN
 DP6069'LEFT ON 11TH STREET AND GO EAST FOR 0.05 MI (0.1 KM) TO A WATER
 DP6069'MONITORING WELL SITE LOCATED AT THE SOUTH SIDE OF PIONEER PARK ON THE
 DP6069'LEFT AND THE MARK ON THE LEFT, AN ALUMINUM DISK SET FLUSH IN THE TOP
 DP6069'OF A CURB 0.6 FT (18 CM) ABOVE THE LEVEL OF 11TH STREET.
 DP6069'
 DP6069'LOCATED 86.1 FT (26.2 M) EAST-SOUTHEAST OF SURVEY MARK 25653 B, 75.0
 DP6069'FT (22.9 M) WEST OF THE APPROXIMATE CENTERLINE OF OREGON PLACE, 29.5
 DP6069'FT (9.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF 11TH STREET, 3.4 FT
 DP6069'(1.0 M) EAST OF THE WELL PIPE AND 2.5 FT (0.8 M) EAST OF A CARSONITE
 DP6069'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6070 ***********************************************************************
 DP6070  DESIGNATION -  25653 B
 DP6070  PID         -  DP6070
 DP6070  STATE/COUNTY-  FL/SARASOTA
 DP6070  COUNTRY     -  US
 DP6070  USGS QUAD   -  SARASOTA (2018)
 DP6070
 DP6070                         *CURRENT SURVEY CONTROL
 DP6070  ______________________________________________________________________
 DP6070* NAD 83(1986) POSITION- 27 20 49.1    (N) 082 32 45.2    (W)   HD_HELD2
 DP6070* NAVD 88 ORTHO HEIGHT -     1.834 (meters)        6.02  (feet) ADJUSTED
 DP6070  ______________________________________________________________________
 DP6070  GEOID HEIGHT    -        -24.376 (meters)                     GEOID18
 DP6070  DYNAMIC HEIGHT  -          1.831 (meters)        6.01  (feet) COMP
 DP6070  MODELED GRAVITY -    979,130.7   (mgal)                       NAVD 88
 DP6070
 DP6070  VERT ORDER      -  FIRST     CLASS II
 DP6070
 DP6070.The horizontal coordinates were established by autonomous hand held GPS
 DP6070.observations and have an estimated accuracy of +/- 10 meters.
 DP6070
 DP6070.The orthometric height was determined by differential leveling and
 DP6070.adjusted by the NATIONAL GEODETIC SURVEY
 DP6070.in July 2015.
 DP6070
 DP6070.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6070.GEOID18 height accuracy estimate available here.
 DP6070
 DP6070.Click photographs - Photos may exist for this station.
 DP6070
 DP6070.The dynamic height is computed by dividing the NAVD 88
 DP6070.geopotential number by the normal gravity value computed on the
 DP6070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6070.degrees latitude (g = 980.6199 gals.).
 DP6070
 DP6070.The modeled gravity was interpolated from observed gravity values.
 DP6070
 DP6070;                    North         East    Units  Estimated Accuracy
 DP6070;SPC FL W     -   333,967.      145,988.      MT  (+/- 10 meters HH2 GPS)
 DP6070
 DP6070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4708725814(NAD 83)
 DP6070
 DP6070                          SUPERSEDED SURVEY CONTROL
 DP6070
 DP6070.No superseded survey control is available for this station.
 DP6070
 DP6070_MARKER: DD = SURVEY DISK
 DP6070_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6070_STAMPING: 25653 B 2008
 DP6070_MARK LOGO: SFLWMD
 DP6070_PROJECTION: FLUSH
 DP6070_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6070+STABILITY: SURFACE MOTION
 DP6070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6070+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 DP6070_ROD/PIPE-DEPTH: 3.0 meters
 DP6070
 DP6070  HISTORY     - Date     Condition        Report By
 DP6070  HISTORY     - 20080909 MONUMENTED       SFLWMD
 DP6070  HISTORY     - 20140701 GOOD             FLDEP
 DP6070
 DP6070                          STATION DESCRIPTION
 DP6070
 DP6070'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6070'THE MARK IS ABOUT 10.6 MI (17.1 KM) SOUTH OF BRADENTON, 5.9 MI (9.5
 DP6070'KM) NORTHWEST OF BEE RIDGE, 1.2 MI (1.9 KM) NORTHWEST OF SARASOTA, IN
 DP6070'SECTION 18, TOWNSHIP 36 SOUTH, RANGE 18 EAST.
 DP6070'
 DP6070'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (NORTH
 DP6070'TAMIAMI TRAIL) AND UNIVERSITY PARKWAY (COUNTY ROAD 750) INCH (1905 CM)
 DP6070'NORTH SARASOTA, GO SOUTH ON U.S. HIGHWAY 41 (NORTH TAMIAMI TRAIL) FOR
 DP6070'2.45 MI (3.9 KM) TO THE JUNCTION OF 11TH STREET ON THE LEFT.  TURN
 DP6070'LEFT ON 11TH STREET AND GO EAST FOR 0.05 MI (0.1 KM) TO A WATER
 DP6070'MONITORING WELL SITE LOCATED AT THE SOUTH SIDE OF PIONEER PARK ON THE
 DP6070'LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN INTO THE GROUND
 DP6070'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP6070'CONCRETE MONUMENT, FLUSH WITH THE LEVEL OF THE GROUND AND LEVEL WITH
 DP6070'11TH STREET.
 DP6070'
 DP6070'LOCATED 86.1 FT (26.2 M) WEST-NORTHWEST OF SURVEY MARK 25653 A, 47.8
 DP6070'FT (14.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF 11TH STREET, 8.8 FT
 DP6070'(2.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF A CHAIN LINK FENCE GATE
 DP6070'ENTRANCE TO A WELL SITE, 4.7 FT (1.4 M) WEST OF A RAIN GAUGE, 1.7 FT
 DP6070'(0.5 M) EAST OF WELL PIPE NUMBER 25650 AND 0.5 FT (15 CM) EAST OF A
 DP6070'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6067 ***********************************************************************
 DP6067  DESIGNATION -  25656 A
 DP6067  PID         -  DP6067
 DP6067  STATE/COUNTY-  FL/SARASOTA
 DP6067  COUNTRY     -  US
 DP6067  USGS QUAD   -  SARASOTA (2018)
 DP6067
 DP6067                         *CURRENT SURVEY CONTROL
 DP6067  ______________________________________________________________________
 DP6067* NAD 83(1986) POSITION- 27 20 56.4    (N) 082 30 37.4    (W)   HD_HELD2
 DP6067* NAVD 88 ORTHO HEIGHT -     8.700 (meters)       28.54  (feet) ADJUSTED
 DP6067  ______________________________________________________________________
 DP6067  GEOID HEIGHT    -        -24.400 (meters)                     GEOID18
 DP6067  DYNAMIC HEIGHT  -          8.687 (meters)       28.50  (feet) COMP
 DP6067  MODELED GRAVITY -    979,130.4   (mgal)                       NAVD 88
 DP6067
 DP6067  VERT ORDER      -  FIRST     CLASS II
 DP6067
 DP6067.The horizontal coordinates were established by autonomous hand held GPS
 DP6067.observations and have an estimated accuracy of +/- 10 meters.
 DP6067
 DP6067.The orthometric height was determined by differential leveling and
 DP6067.adjusted by the NATIONAL GEODETIC SURVEY
 DP6067.in July 2015.
 DP6067
 DP6067.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6067.GEOID18 height accuracy estimate available here.
 DP6067
 DP6067.Click photographs - Photos may exist for this station.
 DP6067
 DP6067.The dynamic height is computed by dividing the NAVD 88
 DP6067.geopotential number by the normal gravity value computed on the
 DP6067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6067.degrees latitude (g = 980.6199 gals.).
 DP6067
 DP6067.The modeled gravity was interpolated from observed gravity values.
 DP6067
 DP6067;                    North         East    Units  Estimated Accuracy
 DP6067;SPC FL W     -   334,176.      149,501.      MT  (+/- 10 meters HH2 GPS)
 DP6067
 DP6067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5060125995(NAD 83)
 DP6067
 DP6067                          SUPERSEDED SURVEY CONTROL
 DP6067
 DP6067.No superseded survey control is available for this station.
 DP6067
 DP6067_MARKER: DD = SURVEY DISK
 DP6067_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6067_STAMPING: 25656 A 2008
 DP6067_MARK LOGO: SFLWMD
 DP6067_PROJECTION: RECESSED 3 CENTIMETERS
 DP6067_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6067+STABILITY: SURFACE MOTION
 DP6067_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6067+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 DP6067_ROD/PIPE-DEPTH: 3.0 meters
 DP6067
 DP6067  HISTORY     - Date     Condition        Report By
 DP6067  HISTORY     - 20080909 MONUMENTED       SFLWMD
 DP6067  HISTORY     - 20140701 GOOD             FLDEP
 DP6067
 DP6067                          STATION DESCRIPTION
 DP6067
 DP6067'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6067'THE MARK IS ABOUT 9.1 MI (14.6 KM) SOUTHWEST OF LORRAINE, 4.9 MI (7.9
 DP6067'KM) NORTH-NORTHWEST OF BEE RIDGE, 1.5 MI (2.4 KM) NORTHEAST OF
 DP6067'SARASOTA, IN SECTION 16, TOWNSHIP 36 SOUTH, RANGE 18 EAST.
 DP6067'
 DP6067'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 (NORTH
 DP6067'WASHINGTON BOULEVARD) AND UNIVERSITY PARKWAY (COUNTY ROAD 750) INCH
 DP6067'(1905 CM) NORTH SARASOTA, GO SOUTH ON U.S. HIGHWAY 301 (NORTH
 DP6067'WASHINGTON BOULEVARD) FOR 2.5 MI (4.0 KM) TO THE INTERSECTION OF 17TH
 DP6067'STREET.  TURN LEFT ON 17TH STREET AND GO EAST FOR 1.25 MI (2.0 KM) TO
 DP6067'THE JUNCTION OF BRINK AVENUE ON THE RIGHT.  TURN RIGHT ON BRINK AVENUE
 DP6067'AND GO SOUTH FOR 0.2 MI (0.3 KM) TO A METAL GATE ENTRANCE ON THE EAST
 DP6067'SIDE OF THE NICK LUCAS BASEBALL COMPLEX ON THE RIGHT.  TURN RIGHT
 DP6067'PASSING THROUGH THE METAL ENTRANCE GATE AND GO SOUTHWESTERLY FOR ABOUT
 DP6067'0.05 MI (0.1 KM) TO A WATER MONITORING WELL SITE AND THE MARK, AN
 DP6067'ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP
 DP6067'AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT, RECESSED 0.1 FT (3
 DP6067'CM) BELOW THE LEVEL OF THE GROUND AND 0.6 FT (18 CM) ABOVE THE LEVEL
 DP6067'OF BRINK AVENUE.
 DP6067'
 DP6067'LOCATED 10.2 FT (3.1 M) NORTHWEST OF SURVEY MARK NUMBER 25656 B, 5.1
 DP6067'FT (1.6 M) WEST OF THE APPROXIMATE CENTERLINE OF THE METAL GATE
 DP6067'ENTRANCE TO WELL SITE NUMBER 25656, 4.4 FT (1.3 M) NORTHWEST OF WELL
 DP6067'CASING NUMBER 25656, 1.8 FT (0.5 M) SOUTHEAST OF THE NORTHWEST CHAIN
 DP6067'LINK FENCE POST AND 0.5 FT (15 CM) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6068 ***********************************************************************
 DP6068  DESIGNATION -  25656 B
 DP6068  PID         -  DP6068
 DP6068  STATE/COUNTY-  FL/SARASOTA
 DP6068  COUNTRY     -  US
 DP6068  USGS QUAD   -  SARASOTA (2018)
 DP6068
 DP6068                         *CURRENT SURVEY CONTROL
 DP6068  ______________________________________________________________________
 DP6068* NAD 83(1986) POSITION- 27 20 56.3    (N) 082 30 37.4    (W)   HD_HELD2
 DP6068* NAVD 88 ORTHO HEIGHT -     8.709 (meters)       28.57  (feet) ADJUSTED
 DP6068  ______________________________________________________________________
 DP6068  GEOID HEIGHT    -        -24.400 (meters)                     GEOID18
 DP6068  DYNAMIC HEIGHT  -          8.696 (meters)       28.53  (feet) COMP
 DP6068  MODELED GRAVITY -    979,130.4   (mgal)                       NAVD 88
 DP6068
 DP6068  VERT ORDER      -  FIRST     CLASS II
 DP6068
 DP6068.The horizontal coordinates were established by autonomous hand held GPS
 DP6068.observations and have an estimated accuracy of +/- 10 meters.
 DP6068
 DP6068.The orthometric height was determined by differential leveling and
 DP6068.adjusted by the NATIONAL GEODETIC SURVEY
 DP6068.in July 2015.
 DP6068
 DP6068.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6068.GEOID18 height accuracy estimate available here.
 DP6068
 DP6068.Click photographs - Photos may exist for this station.
 DP6068
 DP6068.The dynamic height is computed by dividing the NAVD 88
 DP6068.geopotential number by the normal gravity value computed on the
 DP6068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6068.degrees latitude (g = 980.6199 gals.).
 DP6068
 DP6068.The modeled gravity was interpolated from observed gravity values.
 DP6068
 DP6068;                    North         East    Units  Estimated Accuracy
 DP6068;SPC FL W     -   334,173.      149,501.      MT  (+/- 10 meters HH2 GPS)
 DP6068
 DP6068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5060125992(NAD 83)
 DP6068
 DP6068                          SUPERSEDED SURVEY CONTROL
 DP6068
 DP6068.No superseded survey control is available for this station.
 DP6068
 DP6068_MARKER: DD = SURVEY DISK
 DP6068_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6068_STAMPING: 25656 B 2008
 DP6068_MARK LOGO: SFLWMD
 DP6068_PROJECTION: RECESSED 3 CENTIMETERS
 DP6068_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6068+STABILITY: SURFACE MOTION
 DP6068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6068+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 DP6068_ROD/PIPE-DEPTH: 3.0 meters
 DP6068
 DP6068  HISTORY     - Date     Condition        Report By
 DP6068  HISTORY     - 20081020 MONUMENTED       SFLWMD
 DP6068  HISTORY     - 20140701 GOOD             FLDEP
 DP6068
 DP6068                          STATION DESCRIPTION
 DP6068
 DP6068'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6068'THE MARK IS ABOUT 9.1 MI (14.6 KM) SOUTHWEST OF LORRAINE, 4.9 MI (7.9
 DP6068'KM) NORTH-NORTHWEST OF BEE RIDGE, 1.5 MI (2.4 KM) NORTHEAST OF
 DP6068'SARASOTA, IN SECTION 16, TOWNSHIP 36 SOUTH, RANGE 18 EAST.
 DP6068'
 DP6068'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 (NORTH
 DP6068'WASHINGTON BOULEVARD) AND UNIVERSITY PARKWAY (COUNTY ROAD 750) INCH
 DP6068'(1905 CM) NORTH SARASOTA, GO SOUTH ON U.S. HIGHWAY 301 (NORTH
 DP6068'WASHINGTON BOULEVARD) FOR 2.5 MI (4.0 KM) TO THE INTERSECTION OF 17TH
 DP6068'STREET.  TURN LEFT ON 17TH STREET AND GO EAST FOR 1.25 MI (2.0 KM) TO
 DP6068'THE JUNCTION OF BRINK AVENUE ON THE RIGHT.  TURN RIGHT ON BRINK AVENUE
 DP6068'AND GO SOUTH FOR 0.2 MI (0.3 KM) TO A METAL GATE ENTRANCE ON THE EAST
 DP6068'SIDE OF THE NICK LUCAS BASEBALL COMPLEX ON THE RIGHT.  TURN RIGHT
 DP6068'PASSING THROUGH THE METAL ENTRANCE GATE AND GO SOUTHWESTERLY FOR ABOUT
 DP6068'0.05 MI (0.1 KM) TO A WATER MONITORING WELL SITE AND THE MARK, AN
 DP6068'ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP
 DP6068'AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT, RECESSED 0.1 FT (3
 DP6068'CM) BELOW THE LEVEL OF THE GROUND AND 0.6 FT (18 CM) ABOVE THE LEVEL
 DP6068'OF BRINK AVENUE.
 DP6068'
 DP6068'LOCATED 29.0 FT (8.8 M) EAST OF THE EAST BANK OF A DRAINAGE DITCH, 8.2
 DP6068'FT (2.5 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE METAL
 DP6068'GATE ENTRANCE TO WELL SITE NUMBER 25656, 4.2 FT (1.3 M) SOUTHWEST OF
 DP6068'WELL CASING NUMBER 25656, 2.0 FT (0.6 M) NORTHWEST OF THE SOUTHEAST
 DP6068'CHAIN LINK FENCE POST AND 0.5 FT (15 CM) NORTH OF A CARSONITE WITNESS
 DP6068'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6730 ***********************************************************************
 DP6730  DESIGNATION -  25670 A
 DP6730  PID         -  DP6730
 DP6730  STATE/COUNTY-  FL/MANATEE
 DP6730  COUNTRY     -  US
 DP6730  USGS QUAD   -  VERNA (2018)
 DP6730
 DP6730                         *CURRENT SURVEY CONTROL
 DP6730  ______________________________________________________________________
 DP6730* NAD 83(1986) POSITION- 27 23 10.4    (N) 082 16 16.3    (W)   HD_HELD2
 DP6730* NAVD 88 ORTHO HEIGHT -    28.637 (meters)       93.95  (feet) ADJUSTED
 DP6730  ______________________________________________________________________
 DP6730  GEOID HEIGHT    -        -24.595 (meters)                     GEOID18
 DP6730  DYNAMIC HEIGHT  -         28.593 (meters)       93.81  (feet) COMP
 DP6730  MODELED GRAVITY -    979,126.9   (mgal)                       NAVD 88
 DP6730
 DP6730  VERT ORDER      -  SECOND    CLASS I
 DP6730
 DP6730.The horizontal coordinates were established by autonomous hand held GPS
 DP6730.observations and have an estimated accuracy of +/- 10 meters.
 DP6730
 DP6730.The orthometric height was determined by differential leveling and
 DP6730.adjusted by the NATIONAL GEODETIC SURVEY
 DP6730.in June 2015.
 DP6730
 DP6730.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6730.GEOID18 height accuracy estimate available here.
 DP6730
 DP6730.Click photographs - Photos may exist for this station.
 DP6730
 DP6730.The dynamic height is computed by dividing the NAVD 88
 DP6730.geopotential number by the normal gravity value computed on the
 DP6730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6730.degrees latitude (g = 980.6199 gals.).
 DP6730
 DP6730.The modeled gravity was interpolated from observed gravity values.
 DP6730
 DP6730;                    North         East    Units  Estimated Accuracy
 DP6730;SPC FL W     -   338,227.      173,177.      MT  (+/- 10 meters HH2 GPS)
 DP6730
 DP6730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7430529855(NAD 83)
 DP6730
 DP6730                          SUPERSEDED SURVEY CONTROL
 DP6730
 DP6730.No superseded survey control is available for this station.
 DP6730
 DP6730_MARKER: DD = SURVEY DISK
 DP6730_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6730_STAMPING: 25670 A 2014
 DP6730_MARK LOGO: SWFWMD
 DP6730_PROJECTION: RECESSED 5 CENTIMETERS
 DP6730_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6730+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2014
 DP6730_ROD/PIPE-DEPTH: 9.5 meters
 DP6730
 DP6730  HISTORY     - Date     Condition        Report By
 DP6730  HISTORY     - 20140409 MONUMENTED       FLDEP
 DP6730  HISTORY     - 20200924 GOOD             FL-081
 DP6730
 DP6730                          STATION DESCRIPTION
 DP6730
 DP6730'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6730'THE MARK IS ABOUT 7.2 MI (11.6 KM) WEST-NORTHWEST OF MYAKKA CITY, 5.1
 DP6730'MI (8.2 KM) NORTH OF OLD MYAKKA, IN THE TOWN OF VERNA, IN SECTION 2,
 DP6730'TOWNSHIP 36 SOUTH, RANGE 20 EAST.
 DP6730'
 DP6730'TO REACH THE MARK FROM THE WESTERNMOST JUNCTION OF STATE ROAD 70 AND
 DP6730'COUNTY ROAD 675, ABOUT 9.3 MI (15.0 KM) NORTHWEST OF MYAKKA CITY, GO
 DP6730'SOUTHEAST ON STATE ROAD 70 FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF
 DP6730'VERNA BETHANY ROAD ON THE LEFT AND A GRASSY CLEARING ON THE RIGHT.
 DP6730'TURN RIGHT AND GO SOUTH FOR 340.0 FT (103.6 M) TO A BARB WIRE FENCE
 DP6730'LINE, A WELL SITE AND THE MARK AHEAD, AN ALUMINUM ROD DRIVEN TO
 DP6730'REFUSAL AT A DEPTH OF 31.2 FT (9.5 M) WITH A SURVEY DISK SET ON THE
 DP6730'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP6730'M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND.
 DP6730'
 DP6730'LOCATED 340.0 FT (103.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DP6730'STATE ROAD 70, 78.2 FT (23.8 M) WEST OF SURVEY MARK 25949 B, 56.4 FT
 DP6730'(17.2 M) NORTH-NORTHWEST OF WELL CASING 25670, 1.8 FT (0.5 M) NORTH OF
 DP6730'A BARB WIRE FENCE AND 1.5 FT (0.5 M) NORTH OF A CARSONITE WITNESS
 DP6730'POST.
 DP6730'
 DP6730'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6730'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP6730
 DP6730                          STATION RECOVERY (2020)
 DP6730
 DP6730'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (BP)
 DP6730'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6731 ***********************************************************************
 DP6731  DESIGNATION -  25670 B
 DP6731  PID         -  DP6731
 DP6731  STATE/COUNTY-  FL/MANATEE
 DP6731  COUNTRY     -  US
 DP6731  USGS QUAD   -  VERNA (2018)
 DP6731
 DP6731                         *CURRENT SURVEY CONTROL
 DP6731  ______________________________________________________________________
 DP6731* NAD 83(1986) POSITION- 27 23 10.3    (N) 082 16 15.5    (W)   HD_HELD2
 DP6731* NAVD 88 ORTHO HEIGHT -    28.657 (meters)       94.02  (feet) ADJUSTED
 DP6731  ______________________________________________________________________
 DP6731  GEOID HEIGHT    -        -24.595 (meters)                     GEOID18
 DP6731  DYNAMIC HEIGHT  -         28.613 (meters)       93.87  (feet) COMP
 DP6731  MODELED GRAVITY -    979,126.9   (mgal)                       NAVD 88
 DP6731
 DP6731  VERT ORDER      -  SECOND    CLASS I
 DP6731
 DP6731.The horizontal coordinates were established by autonomous hand held GPS
 DP6731.observations and have an estimated accuracy of +/- 10 meters.
 DP6731
 DP6731.The orthometric height was determined by differential leveling and
 DP6731.adjusted by the NATIONAL GEODETIC SURVEY
 DP6731.in June 2015.
 DP6731
 DP6731.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6731.GEOID18 height accuracy estimate available here.
 DP6731
 DP6731.Click photographs - Photos may exist for this station.
 DP6731
 DP6731.The dynamic height is computed by dividing the NAVD 88
 DP6731.geopotential number by the normal gravity value computed on the
 DP6731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6731.degrees latitude (g = 980.6199 gals.).
 DP6731
 DP6731.The modeled gravity was interpolated from observed gravity values.
 DP6731
 DP6731;                    North         East    Units  Estimated Accuracy
 DP6731;SPC FL W     -   338,224.      173,199.      MT  (+/- 10 meters HH2 GPS)
 DP6731
 DP6731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7432729852(NAD 83)
 DP6731
 DP6731                          SUPERSEDED SURVEY CONTROL
 DP6731
 DP6731.No superseded survey control is available for this station.
 DP6731
 DP6731_MARKER: DD = SURVEY DISK
 DP6731_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6731_STAMPING: 25670 B 2014
 DP6731_MARK LOGO: SWFWMD
 DP6731_PROJECTION: RECESSED 8 CENTIMETERS
 DP6731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6731+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2014
 DP6731_ROD/PIPE-DEPTH: 12.6 meters
 DP6731
 DP6731  HISTORY     - Date     Condition        Report By
 DP6731  HISTORY     - 20140409 MONUMENTED       FLDEP
 DP6731  HISTORY     - 20200924 GOOD             FL-081
 DP6731
 DP6731                          STATION DESCRIPTION
 DP6731
 DP6731'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6731'THE MARK IS ABOUT 7.2 MI (11.6 KM) WEST-NORTHWEST OF MYAKKA CITY, 5.1
 DP6731'MI (8.2 KM) NORTH OF OLD MYAKKA, IN THE TOWN OF VERNA, IN SECTION 2,
 DP6731'TOWNSHIP 36 SOUTH, RANGE 20 EAST.
 DP6731'
 DP6731'TO REACH THE MARK FROM THE WESTERNMOST JUNCTION OF STATE ROAD 70 AND
 DP6731'COUNTY ROAD 675, ABOUT 9.3 MI (15.0 KM) NORTHWEST OF MYAKKA CITY, GO
 DP6731'SOUTHEAST ON STATE ROAD 70 FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF
 DP6731'VERNA BETHANY ROAD ON THE LEFT AND A GRASSY CLEARING ON THE RIGHT.
 DP6731'TURN RIGHT AND GO SOUTH FOR 340.0 FT (103.6 M) TO A BARB WIRE FENCE
 DP6731'LINE, A WELL SITE AND THE MARK AHEAD, AN ALUMINUM ROD DRIVEN TO
 DP6731'REFUSAL AT A DEPTH OF 41.5 FT (12.6 M) WITH A SURVEY DISK SET ON THE
 DP6731'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP6731'M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND.
 DP6731'
 DP6731'LOCATED 340.0 FT (103.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DP6731'STATE ROAD 70, 78.2 FT (23.8 M) EAST OF SURVEY MARK 25949 A, 89.3 FT
 DP6731'(27.2 M) NORTHEAST OF WELL CASING 25670, 1.8 FT (0.5 M) NORTH OF A
 DP6731'BARB WIRE FENCE AND 1.5 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DP6731'
 DP6731'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6731'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP6731
 DP6731                          STATION RECOVERY (2020)
 DP6731
 DP6731'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (BP)
 DP6731'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6073 ***********************************************************************
 DP6073  DESIGNATION -  25682 A
 DP6073  PID         -  DP6073
 DP6073  STATE/COUNTY-  FL/SARASOTA
 DP6073  COUNTRY     -  US
 DP6073  USGS QUAD   -  BEE RIDGE (2018)
 DP6073
 DP6073                         *CURRENT SURVEY CONTROL
 DP6073  ______________________________________________________________________
 DP6073* NAD 83(1986) POSITION- 27 19 39.3    (N) 082 25 18.1    (W)   HD_HELD2
 DP6073* NAVD 88 ORTHO HEIGHT -     8.562 (meters)       28.09  (feet) ADJUSTED
 DP6073  ______________________________________________________________________
 DP6073  GEOID HEIGHT    -        -24.423 (meters)                     GEOID18
 DP6073  DYNAMIC HEIGHT  -          8.549 (meters)       28.05  (feet) COMP
 DP6073  MODELED GRAVITY -    979,126.8   (mgal)                       NAVD 88
 DP6073
 DP6073  VERT ORDER      -  FIRST     CLASS II
 DP6073
 DP6073.The horizontal coordinates were established by autonomous hand held GPS
 DP6073.observations and have an estimated accuracy of +/- 10 meters.
 DP6073
 DP6073.The orthometric height was determined by differential leveling and
 DP6073.adjusted by the NATIONAL GEODETIC SURVEY
 DP6073.in July 2015.
 DP6073
 DP6073.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6073.GEOID18 height accuracy estimate available here.
 DP6073
 DP6073.Click photographs - Photos may exist for this station.
 DP6073
 DP6073.The dynamic height is computed by dividing the NAVD 88
 DP6073.geopotential number by the normal gravity value computed on the
 DP6073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6073.degrees latitude (g = 980.6199 gals.).
 DP6073
 DP6073.The modeled gravity was interpolated from observed gravity values.
 DP6073
 DP6073;                    North         East    Units  Estimated Accuracy
 DP6073;SPC FL W     -   331,771.      158,269.      MT  (+/- 10 meters HH2 GPS)
 DP6073
 DP6073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5934823520(NAD 83)
 DP6073
 DP6073                          SUPERSEDED SURVEY CONTROL
 DP6073
 DP6073.No superseded survey control is available for this station.
 DP6073
 DP6073_MARKER: DD = SURVEY DISK
 DP6073_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6073_STAMPING: 25682 A 2014
 DP6073_MARK LOGO: SWFWMD
 DP6073_PROJECTION: RECESSED 5 CENTIMETERS
 DP6073_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6073+STABILITY: SURFACE MOTION
 DP6073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6073+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2014
 DP6073_ROD/PIPE-DEPTH: 12.6 meters
 DP6073
 DP6073  HISTORY     - Date     Condition        Report By
 DP6073  HISTORY     - 20140719 MONUMENTED       FLDEP
 DP6073
 DP6073                          STATION DESCRIPTION
 DP6073
 DP6073'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6073'THE MARK IS ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF LORRAINE, 6.7 MI
 DP6073'(10.8 KM) EAST OF SARASOTA, 4.7 MI (7.6 KM) NORTHEAST OF BEE RIDGE, IN
 DP6073'SECTION 20, TOWNSHIP 36 SOUTH, RANGE 19 EAST.
 DP6073'
 DP6073'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6073'ROAD 780 (FRUITVILLE ROAD) IN SARASOTA, GO EAST ON STATE ROAD 780
 DP6073'(FRUITVILLE ROAD) FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF EAST ROAD ON
 DP6073'THE RIGHT.  TURN RIGHT ON EAST ROAD AND GO SOUTH FOR 0.95 MI (1.5 KM)
 DP6073'TO THE INTERSECTION OF RIM ROAD.  TURN LEFT ON RIM ROAD AND GO
 DP6073'NORTHEAST FOR 0.2 MI (0.3 KM) TO A DRIVEWAY AT 7401 RIM ROAD ON THE
 DP6073'LEFT, A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM
 DP6073'ROD DRIVEN TO REFUSAL AT A DEPTH OF 41.2 FT (12.6 M) WITH A SURVEY
 DP6073'DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DP6073'ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DP6073'THE GROUND AND LEVEL WITH RIM ROAD.
 DP6073'
 DP6073'LOCATED 44.5 FT (13.6 M) WEST-NORTHWEST OF SURVEY MARK 25682 B, 35.3
 DP6073'FT (10.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF RIM ROAD, 31.7 FT
 DP6073'(9.7 M) EAST OF THE APPROXIMATE CENTERLINE OF A SAND DRIVEWAY AT 7401
 DP6073'RIM ROAD, 2.0 FT (0.6 M) SOUTHEAST OF A USGS WELL CASING NUMBER 25682
 DP6073'AND 1.2 FT (0.4 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 DP6073'
 DP6073'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6073'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6074 ***********************************************************************
 DP6074  DESIGNATION -  25682 B
 DP6074  PID         -  DP6074
 DP6074  STATE/COUNTY-  FL/SARASOTA
 DP6074  COUNTRY     -  US
 DP6074  USGS QUAD   -  BEE RIDGE (2018)
 DP6074
 DP6074                         *CURRENT SURVEY CONTROL
 DP6074  ______________________________________________________________________
 DP6074* NAD 83(1986) POSITION- 27 19 39.0    (N) 082 25 17.8    (W)   HD_HELD2
 DP6074* NAVD 88 ORTHO HEIGHT -     8.476 (meters)       27.81  (feet) ADJUSTED
 DP6074  ______________________________________________________________________
 DP6074  GEOID HEIGHT    -        -24.422 (meters)                     GEOID18
 DP6074  DYNAMIC HEIGHT  -          8.464 (meters)       27.77  (feet) COMP
 DP6074  MODELED GRAVITY -    979,126.8   (mgal)                       NAVD 88
 DP6074
 DP6074  VERT ORDER      -  FIRST     CLASS II
 DP6074
 DP6074.The horizontal coordinates were established by autonomous hand held GPS
 DP6074.observations and have an estimated accuracy of +/- 10 meters.
 DP6074
 DP6074.The orthometric height was determined by differential leveling and
 DP6074.adjusted by the NATIONAL GEODETIC SURVEY
 DP6074.in July 2015.
 DP6074
 DP6074.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6074.GEOID18 height accuracy estimate available here.
 DP6074
 DP6074.Click photographs - Photos may exist for this station.
 DP6074
 DP6074.The dynamic height is computed by dividing the NAVD 88
 DP6074.geopotential number by the normal gravity value computed on the
 DP6074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6074.degrees latitude (g = 980.6199 gals.).
 DP6074
 DP6074.The modeled gravity was interpolated from observed gravity values.
 DP6074
 DP6074;                    North         East    Units  Estimated Accuracy
 DP6074;SPC FL W     -   331,761.      158,277.      MT  (+/- 10 meters HH2 GPS)
 DP6074
 DP6074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5935723510(NAD 83)
 DP6074
 DP6074                          SUPERSEDED SURVEY CONTROL
 DP6074
 DP6074.No superseded survey control is available for this station.
 DP6074
 DP6074_MARKER: DD = SURVEY DISK
 DP6074_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6074_STAMPING: 25682 B 2014
 DP6074_MARK LOGO: SWFWMD
 DP6074_PROJECTION: RECESSED 5 CENTIMETERS
 DP6074_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6074+STABILITY: SURFACE MOTION
 DP6074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6074+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2014
 DP6074_ROD/PIPE-DEPTH: 14.0 meters
 DP6074
 DP6074  HISTORY     - Date     Condition        Report By
 DP6074  HISTORY     - 20140719 MONUMENTED       FLDEP
 DP6074
 DP6074                          STATION DESCRIPTION
 DP6074
 DP6074'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6074'THE MARK IS ABOUT 7.3 MI (11.7 KM) SOUTH-SOUTHWEST OF LORRAINE, 6.7 MI
 DP6074'(10.8 KM) EAST OF SARASOTA, 4.7 MI (7.6 KM) NORTHEAST OF BEE RIDGE, IN
 DP6074'SECTION 20, TOWNSHIP 36 SOUTH, RANGE 19 EAST.
 DP6074'
 DP6074'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6074'ROAD 780 (FRUITVILLE ROAD) IN SARASOTA, GO EAST ON STATE ROAD 780
 DP6074'(FRUITVILLE ROAD) FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF EAST ROAD ON
 DP6074'THE RIGHT.  TURN RIGHT ON EAST ROAD AND GO SOUTH FOR 0.95 MI (1.5 KM)
 DP6074'TO THE INTERSECTION OF RIM ROAD.  TURN LEFT ON RIM ROAD AND GO
 DP6074'NORTHEAST FOR 0.2 MI (0.3 KM) TO A DRIVEWAY AT 7401 RIM ROAD ON THE
 DP6074'LEFT, A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM
 DP6074'ROD DRIVEN TO REFUSAL AT A DEPTH OF 46.0 FT (14.0 M) WITH A SURVEY
 DP6074'DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DP6074'ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DP6074'THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF RIM ROAD.
 DP6074'
 DP6074'LOCATED 76.0 FT (23.2 M) EAST OF THE APPROXIMATE CENTERLINE OF A SAND
 DP6074'DRIVEWAY AT 7401 RIM ROAD, 46.5 FT (14.2 M) EAST-SOUTHEAST OF A USGS
 DP6074'WELL CASING NUMBER 25682, 44.5 FT (13.6 M) EAST-SOUTHEAST OF SURVEY
 DP6074'MARK 25682 A, 21.0 FT (6.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DP6074'RIM ROAD AND 1.6 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 DP6074'
 DP6074'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6074'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6065 ***********************************************************************
 DP6065  TIDAL BM    -  This is a Tidal Bench Mark.
 DP6065  DESIGNATION -  25696 C
 DP6065  PID         -  DP6065
 DP6065  STATE/COUNTY-  FL/SARASOTA
 DP6065  COUNTRY     -  US
 DP6065  USGS QUAD   -  SARASOTA (2018)
 DP6065
 DP6065                         *CURRENT SURVEY CONTROL
 DP6065  ______________________________________________________________________
 DP6065* NAD 83(1986) POSITION- 27 16 01.33   (N) 082 33 02.21   (W)   HD_HELD1
 DP6065* NAVD 88 ORTHO HEIGHT -     1.227 (meters)        4.03  (feet) ADJUSTED
 DP6065  ______________________________________________________________________
 DP6065  GEOID HEIGHT    -        -24.252 (meters)                     GEOID18
 DP6065  DYNAMIC HEIGHT  -          1.225 (meters)        4.02  (feet) COMP
 DP6065  MODELED GRAVITY -    979,128.6   (mgal)                       NAVD 88
 DP6065
 DP6065  VERT ORDER      -  FIRST     CLASS II
 DP6065
 DP6065.The horizontal coordinates were determined by differentially corrected
 DP6065.hand held GPS observations or other comparable positioning techniques
 DP6065.and have an estimated accuracy of +/- 3 meters.
 DP6065
 DP6065.The orthometric height was determined by differential leveling and
 DP6065.adjusted by the NATIONAL GEODETIC SURVEY
 DP6065.in July 2015.
 DP6065
 DP6065.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6065.GEOID18 height accuracy estimate available here.
 DP6065
 DP6065.This Tidal Bench Mark is designated as VM 23366
 DP6065.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DP6065
 DP6065.Click photographs - Photos may exist for this station.
 DP6065
 DP6065.The dynamic height is computed by dividing the NAVD 88
 DP6065.geopotential number by the normal gravity value computed on the
 DP6065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6065.degrees latitude (g = 980.6199 gals.).
 DP6065
 DP6065.The modeled gravity was interpolated from observed gravity values.
 DP6065
 DP6065;                    North         East    Units  Estimated Accuracy
 DP6065;SPC FL W     -   325,111.4     145,481.3     MT  (+/- 3 meters HH1 GPS) 
 DP6065
 DP6065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4650916964(NAD 83)
 DP6065
 DP6065                          SUPERSEDED SURVEY CONTROL
 DP6065
 DP6065.No superseded survey control is available for this station.
 DP6065
 DP6065_MARKER: DD = SURVEY DISK
 DP6065_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6065_STAMPING: 25696 C 2014
 DP6065_MARK LOGO: SWFWMD
 DP6065_PROJECTION: RECESSED 5 CENTIMETERS
 DP6065_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6065_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6065+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2014
 DP6065_ROD/PIPE-DEPTH: 3.9 meters
 DP6065
 DP6065  HISTORY     - Date     Condition        Report By
 DP6065  HISTORY     - 20140510 MONUMENTED       FLDEP
 DP6065
 DP6065                          STATION DESCRIPTION
 DP6065
 DP6065'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6065'THE MARK IS ABOUT 11.2 MI (18.0 KM) NORTH-NORTHWEST OF LAUREL, 4.9 MI
 DP6065'(7.9 KM) SOUTH-SOUTHWEST OF SARASOTA, 4.4 MI (7.1 KM) WEST-SOUTHWEST
 DP6065'OF BEE RIDGE, IN SECTION 13, TOWNSHIP 37 SOUTH, RANGE 17 EAST.
 DP6065'
 DP6065'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 72 (STICKNEY POINT
 DP6065'ROAD) AND STATE ROAD 758 (MIDNIGHT PASS ROAD) ABOUT 1.2 MI (1.9 KM)
 DP6065'SOUTH OF SIESTA KEY, GO NORTH ON STATE ROAD 758 (MIDNIGHT PASS ROAD)
 DP6065'FOR 1.25 MI (2.0 KM) TO THE JUNCTION OF BEACH ROAD ON THE LEFT.  TURN
 DP6065'LEFT ON BEACH ROAD AND GO WEST FOR 0.25 MI (0.4 KM) TO A SARASOTA
 DP6065'COUNTY PARKS AND REC.  PARKING LOT ON THE LEFT, A WELL SITE ON THE
 DP6065'LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP6065'DEPTH OF 12.7 FT (3.9 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP6065'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DP6065'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.4 FT
 DP6065'(12 CM) ABOVE THE LEVEL OF THE PARKING LOT.
 DP6065'
 DP6065'LOCATED 54.0 FT (16.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF BEACH
 DP6065'ROAD EASTBOUND LANES, 4.0 FT (1.2 M) SOUTH OF SURVEY MARK 25696 D, 1.4
 DP6065'FT (0.4 M) SOUTH OF WELL CASING 25696 AND 1.4 FT (0.4 M) SOUTH OF AN
 DP6065'ADHESIVE WITNESS STICKER.
 DP6065'
 DP6065'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6065'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6066 ***********************************************************************
 DP6066  TIDAL BM    -  This is a Tidal Bench Mark.
 DP6066  DESIGNATION -  25696 D
 DP6066  PID         -  DP6066
 DP6066  STATE/COUNTY-  FL/SARASOTA
 DP6066  COUNTRY     -  US
 DP6066  USGS QUAD   -  SARASOTA (2018)
 DP6066
 DP6066                         *CURRENT SURVEY CONTROL
 DP6066  ______________________________________________________________________
 DP6066* NAD 83(1986) POSITION- 27 16 01.6    (N) 082 33 02.3    (W)   HD_HELD2
 DP6066* NAVD 88 ORTHO HEIGHT -     1.236 (meters)        4.06  (feet) ADJUSTED
 DP6066  ______________________________________________________________________
 DP6066  GEOID HEIGHT    -        -24.252 (meters)                     GEOID18
 DP6066  DYNAMIC HEIGHT  -          1.234 (meters)        4.05  (feet) COMP
 DP6066  MODELED GRAVITY -    979,128.6   (mgal)                       NAVD 88
 DP6066
 DP6066  VERT ORDER      -  FIRST     CLASS II
 DP6066
 DP6066.The horizontal coordinates were established by autonomous hand held GPS
 DP6066.observations and have an estimated accuracy of +/- 10 meters.
 DP6066
 DP6066.The orthometric height was determined by differential leveling and
 DP6066.adjusted by the NATIONAL GEODETIC SURVEY
 DP6066.in July 2015.
 DP6066
 DP6066.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6066.GEOID18 height accuracy estimate available here.
 DP6066
 DP6066.This Tidal Bench Mark is designated as VM 23367
 DP6066.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DP6066
 DP6066.Click photographs - Photos may exist for this station.
 DP6066
 DP6066.The dynamic height is computed by dividing the NAVD 88
 DP6066.geopotential number by the normal gravity value computed on the
 DP6066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6066.degrees latitude (g = 980.6199 gals.).
 DP6066
 DP6066.The modeled gravity was interpolated from observed gravity values.
 DP6066
 DP6066;                    North         East    Units  Estimated Accuracy
 DP6066;SPC FL W     -   325,120.      145,479.      MT  (+/- 10 meters HH2 GPS)
 DP6066
 DP6066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4650716972(NAD 83)
 DP6066
 DP6066                          SUPERSEDED SURVEY CONTROL
 DP6066
 DP6066.No superseded survey control is available for this station.
 DP6066
 DP6066_MARKER: DD = SURVEY DISK
 DP6066_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6066_STAMPING: 25696 D 2014
 DP6066_MARK LOGO: SWFWMD
 DP6066_PROJECTION: RECESSED 5 CENTIMETERS
 DP6066_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6066_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6066+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 DP6066_ROD/PIPE-DEPTH: 11.4 meters
 DP6066
 DP6066  HISTORY     - Date     Condition        Report By
 DP6066  HISTORY     - 20141007 MONUMENTED       FLDEP
 DP6066
 DP6066                          STATION DESCRIPTION
 DP6066
 DP6066'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6066'THE MARK IS ABOUT 11.2 MI (18.0 KM) NORTH-NORTHWEST OF LAUREL, 4.9 MI
 DP6066'(7.9 KM) SOUTH-SOUTHWEST OF SARASOTA, 4.4 MI (7.1 KM) WEST-SOUTHWEST
 DP6066'OF BEE RIDGE, IN SECTION 13, TOWNSHIP 37 SOUTH, RANGE 17 EAST.
 DP6066'
 DP6066'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 72 (STICKNEY POINT
 DP6066'ROAD) AND STATE ROAD 758 (MIDNIGHT PASS ROAD) ABOUT 1.2 MI (1.9 KM)
 DP6066'SOUTH OF SIESTA KEY, GO NORTH ON STATE ROAD 758 (MIDNIGHT PASS ROAD)
 DP6066'FOR 1.25 MI (2.0 KM) TO THE JUNCTION OF BEACH ROAD ON THE LEFT.  TURN
 DP6066'LEFT ON BEACH ROAD AND GO WEST FOR 0.25 MI (0.4 KM) TO A SARASOTA
 DP6066'COUNTY PARKS AND REC.  PARKING LOT ON THE LEFT, A WELL SITE ON THE
 DP6066'LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP6066'DEPTH OF 37.5 FT (11.4 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP6066'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DP6066'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.4 FT
 DP6066'(12 CM) ABOVE THE LEVEL OF THE PARKING LOT.
 DP6066'
 DP6066'LOCATED 49.0 FT (14.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF BEACH
 DP6066'ROAD EASTBOUND LANES, 31.3 FT (9.5 M) SOUTH-SOUTHEAST OF A WOODEN
 DP6066'POWER POLE NUMBERED 5-1463-2132, 2.9 FT (0.9 M) SOUTH OF A RAIN GAUGE
 DP6066'MAST, 4.0 FT (1.2 M) NORTH OF SURVEY MARK 25696 C, 1.6 FT (0.5 M)
 DP6066'NORTH OF WELL CASING 25696 AND 1.6 FT (0.5 M) NORTH OF AN ADHESIVE
 DP6066'WITNESS STICKER.
 DP6066'
 DP6066'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6066'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0091 ***********************************************************************
 AL0091  DESIGNATION -  257
 AL0091  PID         -  AL0091
 AL0091  STATE/COUNTY-  FL/PINELLAS
 AL0091  COUNTRY     -  US
 AL0091  USGS QUAD   -  OLDSMAR (2018)
 AL0091
 AL0091                         *CURRENT SURVEY CONTROL
 AL0091  ______________________________________________________________________
 AL0091* NAD 83(1986) POSITION- 28 00 13.     (N) 082 43 47.     (W)   SCALED
 AL0091* NAVD 88 ORTHO HEIGHT -    27.333 (meters)       89.68  (feet) ADJUSTED
 AL0091  ______________________________________________________________________
 AL0091  GEOID HEIGHT    -        -24.813 (meters)                     GEOID18
 AL0091  DYNAMIC HEIGHT  -         27.293 (meters)       89.54  (feet) COMP
 AL0091  MODELED GRAVITY -    979,183.9   (mgal)                       NAVD 88
 AL0091
 AL0091  VERT ORDER      -  SECOND    CLASS II
 AL0091
 AL0091.The horizontal coordinates were scaled from a map and have
 AL0091.an estimated accuracy of +/- 6 seconds.
 AL0091
 AL0091.The orthometric height was determined by differential leveling and
 AL0091.adjusted by the NATIONAL GEODETIC SURVEY
 AL0091.in June 1991.
 AL0091
 AL0091.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0091.GEOID18 height accuracy estimate available here.
 AL0091
 AL0091.Click photographs - Photos may exist for this station.
 AL0091
 AL0091.The dynamic height is computed by dividing the NAVD 88
 AL0091.geopotential number by the normal gravity value computed on the
 AL0091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0091.degrees latitude (g = 980.6199 gals.).
 AL0091
 AL0091.The modeled gravity was interpolated from observed gravity values.
 AL0091
 AL0091;                    North         East    Units  Estimated Accuracy
 AL0091;SPC FL W     -   406,820.      128,230.      MT  (+/- 180 meters Scaled)
 AL0091
 AL0091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL299988(NAD 83)
 AL0091
 AL0091                          SUPERSEDED SURVEY CONTROL
 AL0091
 AL0091  NGVD 29 (??/??/92)   27.594  (m)           90.53   (f) ADJ UNCH    2 2
 AL0091
 AL0091.Superseded values are not recommended for survey control.
 AL0091
 AL0091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0091.See file dsdata.pdf to determine how the superseded data were derived.
 AL0091
 AL0091_MARKER: DD = SURVEY DISK
 AL0091_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0091_SP_SET: CULVERT HEADWALL
 AL0091_STAMPING: 257
 AL0091_MARK LOGO: FLSRD
 AL0091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0091+STABILITY: SURFACE MOTION
 AL0091
 AL0091  HISTORY     - Date     Condition        Report By
 AL0091  HISTORY     - UNK      MONUMENTED       FLHD
 AL0091  HISTORY     - 1976     GOOD             FLDT
 AL0091
 AL0091                          STATION DESCRIPTION
 AL0091
 AL0091'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AL0091'AT CLEARWATER.
 AL0091'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AL0091'580, RUN SOUTHERLY ON U.S. 19 FOR 1.25 MILE.  STATION ON LEFT,
 AL0091'70.0 FT. EAST OF THE CENTERLINE OF U.S. 19.  SET IN TOP OF
 AL0091'CONCRETE HEADWALL.  SECTION 32, T28S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6647 ***********************************************************************
 DP6647  DESIGNATION -  25705 A
 DP6647  PID         -  DP6647
 DP6647  STATE/COUNTY-  FL/MANATEE
 DP6647  COUNTRY     -  US
 DP6647  USGS QUAD   -  PALMETTO (2018)
 DP6647
 DP6647                         *CURRENT SURVEY CONTROL
 DP6647  ______________________________________________________________________
 DP6647* NAD 83(1986) POSITION- 27 34 59.5    (N) 082 32 45.9    (W)   HD_HELD2
 DP6647* NAVD 88 ORTHO HEIGHT -     4.162 (meters)       13.65  (feet) ADJUSTED
 DP6647  ______________________________________________________________________
 DP6647  GEOID HEIGHT    -        -24.566 (meters)                     GEOID18
 DP6647  DYNAMIC HEIGHT  -          4.156 (meters)       13.64  (feet) COMP
 DP6647  MODELED GRAVITY -    979,148.2   (mgal)                       NAVD 88
 DP6647
 DP6647  VERT ORDER      -  FIRST     CLASS II
 DP6647
 DP6647.The horizontal coordinates were established by autonomous hand held GPS
 DP6647.observations and have an estimated accuracy of +/- 10 meters.
 DP6647
 DP6647.The orthometric height was determined by differential leveling and
 DP6647.adjusted by the NATIONAL GEODETIC SURVEY
 DP6647.in April 2015.
 DP6647
 DP6647.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6647.GEOID18 height accuracy estimate available here.
 DP6647
 DP6647.Click photographs - Photos may exist for this station.
 DP6647
 DP6647.The dynamic height is computed by dividing the NAVD 88
 DP6647.geopotential number by the normal gravity value computed on the
 DP6647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6647.degrees latitude (g = 980.6199 gals.).
 DP6647
 DP6647.The modeled gravity was interpolated from observed gravity values.
 DP6647
 DP6647;                    North         East    Units  Estimated Accuracy
 DP6647;SPC FL W     -   360,142.      146,084.      MT  (+/- 10 meters HH2 GPS)
 DP6647
 DP6647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4739351985(NAD 83)
 DP6647
 DP6647                          SUPERSEDED SURVEY CONTROL
 DP6647
 DP6647.No superseded survey control is available for this station.
 DP6647
 DP6647_MARKER: DD = SURVEY DISK
 DP6647_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6647_STAMPING: 25705 A 2008
 DP6647_MARK LOGO: SFLWMD
 DP6647_PROJECTION: FLUSH
 DP6647_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6647+STABILITY: SURFACE MOTION
 DP6647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6647+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2014
 DP6647_ROD/PIPE-DEPTH: 3.05 meters
 DP6647
 DP6647  HISTORY     - Date     Condition        Report By
 DP6647  HISTORY     - 20080926 MONUMENTED       SFLWMD
 DP6647  HISTORY     - 20140925 GOOD             FLDEP
 DP6647
 DP6647                          STATION DESCRIPTION
 DP6647
 DP6647'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6647'THE MARK IS ABOUT 7.4 MI (11.9 KM) WEST OF PARRISH, 6.1 MI (9.8 KM)
 DP6647'NORTH-NORTHEAST OF BRADENTON, 4.6 MI (7.4 KM) NORTH-NORTHEAST OF
 DP6647'PALMETTO, IN SECTION 30, TOWNSHIP 33 SOUTH, RANGE 18 EAST.
 DP6647'
 DP6647'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DP6647'TRAIL) AND THE I-75 UNDERPASS IN RUBONIA, GO NORTH ON U.S. HIGHWAY 41
 DP6647'(TAMIAMI TRAIL) FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF BAYSHORE ROAD
 DP6647'ON THE LEFT.  TURN LEFT ON BAYSHORE ROAD AND GO SOUTHWEST FOR 1.2 MI
 DP6647'(1.9 KM) TO THE JUNCTION OF 77TH STREET EAST ON THE RIGHT.  TURN RIGHT
 DP6647'ON 77TH STREET EAST AN GO EAST FOR 0.35 MI (0.6 KM) TO THE WELL SITE
 DP6647'ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN INTO THE
 DP6647'GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP6647'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH 77TH
 DP6647'STREET EAST.
 DP6647'
 DP6647'LOCATED 34.4 FT (10.5 M) SOUTH OF SURVEY MARK 25705 B, 23.5 FT (7.2 M)
 DP6647'NORTH OF THE APPROXIMATE CENTERLINE OF A CHAIN LINK FENCE ENTRANCE
 DP6647'GATE TO A WELL SITE, 8.6 FT (2.6 M) NORTHWEST OF A RAIN GAUGE MAST,
 DP6647'1.6 FT (0.5 M) NORTH-NORTHEAST OF WELL CASING NUMBER 25707 AND 0.5 FT
 DP6647'(15 CM) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6648 ***********************************************************************
 DP6648  DESIGNATION -  25705 B
 DP6648  PID         -  DP6648
 DP6648  STATE/COUNTY-  FL/MANATEE
 DP6648  COUNTRY     -  US
 DP6648  USGS QUAD   -  PALMETTO (2018)
 DP6648
 DP6648                         *CURRENT SURVEY CONTROL
 DP6648  ______________________________________________________________________
 DP6648* NAD 83(1986) POSITION- 27 34 59.8    (N) 082 32 45.8    (W)   HD_HELD2
 DP6648* NAVD 88 ORTHO HEIGHT -     4.322 (meters)       14.18  (feet) ADJUSTED
 DP6648  ______________________________________________________________________
 DP6648  GEOID HEIGHT    -        -24.566 (meters)                     GEOID18
 DP6648  DYNAMIC HEIGHT  -          4.316 (meters)       14.16  (feet) COMP
 DP6648  MODELED GRAVITY -    979,148.2   (mgal)                       NAVD 88
 DP6648
 DP6648  VERT ORDER      -  FIRST     CLASS II
 DP6648
 DP6648.The horizontal coordinates were established by autonomous hand held GPS
 DP6648.observations and have an estimated accuracy of +/- 10 meters.
 DP6648
 DP6648.The orthometric height was determined by differential leveling and
 DP6648.adjusted by the NATIONAL GEODETIC SURVEY
 DP6648.in April 2015.
 DP6648
 DP6648.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6648.GEOID18 height accuracy estimate available here.
 DP6648
 DP6648.Click photographs - Photos may exist for this station.
 DP6648
 DP6648.The dynamic height is computed by dividing the NAVD 88
 DP6648.geopotential number by the normal gravity value computed on the
 DP6648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6648.degrees latitude (g = 980.6199 gals.).
 DP6648
 DP6648.The modeled gravity was interpolated from observed gravity values.
 DP6648
 DP6648;                    North         East    Units  Estimated Accuracy
 DP6648;SPC FL W     -   360,151.      146,086.      MT  (+/- 10 meters HH2 GPS)
 DP6648
 DP6648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4739651994(NAD 83)
 DP6648
 DP6648                          SUPERSEDED SURVEY CONTROL
 DP6648
 DP6648.No superseded survey control is available for this station.
 DP6648
 DP6648_MARKER: DD = SURVEY DISK
 DP6648_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6648_STAMPING: 25705 B 2008
 DP6648_MARK LOGO: SFLWMD
 DP6648_PROJECTION: FLUSH
 DP6648_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6648+STABILITY: SURFACE MOTION
 DP6648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6648+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2014
 DP6648_ROD/PIPE-DEPTH: 3.05 meters
 DP6648
 DP6648  HISTORY     - Date     Condition        Report By
 DP6648  HISTORY     - 20080926 MONUMENTED       SFLWMD
 DP6648  HISTORY     - 20140925 GOOD             FLDEP
 DP6648
 DP6648                          STATION DESCRIPTION
 DP6648
 DP6648'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6648'THE MARK IS ABOUT 7.4 MI (11.9 KM) WEST OF PARRISH, 6.1 MI (9.8 KM)
 DP6648'NORTH-NORTHEAST OF BRADENTON, 4.6 MI (7.4 KM) NORTH-NORTHEAST OF
 DP6648'PALMETTO, IN SECTION 30, TOWNSHIP 33 SOUTH, RANGE 18 EAST.
 DP6648'
 DP6648'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DP6648'TRAIL) AND THE I-75 UNDERPASS IN RUBONIA, GO NORTH ON U.S. HIGHWAY 41
 DP6648'(TAMIAMI TRAIL) FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF BAYSHORE ROAD
 DP6648'ON THE LEFT.  TURN LEFT ON BAYSHORE ROAD AND GO SOUTHWEST FOR 1.2 MI
 DP6648'(1.9 KM) TO THE JUNCTION OF 77TH STREET EAST ON THE LEFT.  TURN LEFT
 DP6648'ON 77TH STREET EAST AN GO EAST FOR 0.35 MI (0.6 KM) TO THE WELL SITE
 DP6648'ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN INTO THE
 DP6648'GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP6648'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH 77TH
 DP6648'STREET EAST.
 DP6648'
 DP6648'LOCATED 56.0 FT (17.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF A
 DP6648'CHAIN LINK FENCE ENTRANCE GATE TO A WELL SITE, 34.4 FT (10.5 M) NORTH
 DP6648'OF SURVEY MARK 25705 A, 3.8 FT (1.2 M) SOUTH OF A CHAIN LINK FENCE,
 DP6648'2.8 FT (0.9 M) WEST OF WELL CASING NUMBER 25705 AND 0.6 FT (18 CM)
 DP6648'SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5981 ***********************************************************************
 DP5981  DESIGNATION -  25717 A
 DP5981  PID         -  DP5981
 DP5981  STATE/COUNTY-  FL/SARASOTA
 DP5981  COUNTRY     -  US
 DP5981  USGS QUAD   -  OLD MYAKKA (2018)
 DP5981
 DP5981                         *CURRENT SURVEY CONTROL
 DP5981  ______________________________________________________________________
 DP5981* NAD 83(1986) POSITION- 27 18 43.5    (N) 082 20 11.5    (W)   HD_HELD2
 DP5981* NAVD 88 ORTHO HEIGHT -    10.336 (meters)       33.91  (feet) ADJUSTED
 DP5981  ______________________________________________________________________
 DP5981  GEOID HEIGHT    -        -24.457 (meters)                     GEOID18
 DP5981  DYNAMIC HEIGHT  -         10.320 (meters)       33.86  (feet) COMP
 DP5981  MODELED GRAVITY -    979,122.9   (mgal)                       NAVD 88
 DP5981
 DP5981  VERT ORDER      -  SECOND    CLASS I
 DP5981
 DP5981.The horizontal coordinates were established by autonomous hand held GPS
 DP5981.observations and have an estimated accuracy of +/- 10 meters.
 DP5981
 DP5981.The orthometric height was determined by differential leveling and
 DP5981.adjusted by the NATIONAL GEODETIC SURVEY
 DP5981.in March 2015.
 DP5981
 DP5981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5981.GEOID18 height accuracy estimate available here.
 DP5981
 DP5981.Click photographs - Photos may exist for this station.
 DP5981
 DP5981.The dynamic height is computed by dividing the NAVD 88
 DP5981.geopotential number by the normal gravity value computed on the
 DP5981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5981.degrees latitude (g = 980.6199 gals.).
 DP5981
 DP5981.The modeled gravity was interpolated from observed gravity values.
 DP5981
 DP5981;                    North         East    Units  Estimated Accuracy
 DP5981;SPC FL W     -   330,028.      166,693.      MT  (+/- 10 meters HH2 GPS)
 DP5981
 DP5981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6775721709(NAD 83)
 DP5981
 DP5981                          SUPERSEDED SURVEY CONTROL
 DP5981
 DP5981.No superseded survey control is available for this station.
 DP5981
 DP5981_MARKER: DD = SURVEY DISK
 DP5981_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5981_STAMPING: 25717 A 2008
 DP5981_MARK LOGO: SWFWMD
 DP5981_PROJECTION: FLUSH
 DP5981_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP5981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5981+STABILITY: SURFACE MOTION
 DP5981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5981+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 DP5981_ROD/PIPE-DEPTH: 3.0 meters
 DP5981
 DP5981  HISTORY     - Date     Condition        Report By
 DP5981  HISTORY     - 20080916 MONUMENTED       SWFWMD
 DP5981  HISTORY     - 20140701 GOOD             FLDEP
 DP5981
 DP5981                          STATION DESCRIPTION
 DP5981
 DP5981'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP5981'THE MARK IS ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF LORRAINE, 6.6 MI
 DP5981'(10.6 KM) SOUTHWEST OF VERNA, 4.3 MI (6.9 KM) WEST OF OLD MYAKKA, IN
 DP5981'SECTION 31, TOWNSHIP 36 SOUTH, RANGE 20 EAST.  NOTE PRIVATE PROPERTY,
 DP5981'FOR PERMISSION TO ACCESS HI HAT RANCH, CALL R.E.  TURNER AT ABOUT 4.0
 DP5981'MI (6.4 KM) EAST OF SARASOTA, GO EAST ON STATE ROAD 780 (FRUITVILLE
 DP5981'ROAD) FOR 6.1 MI (9.8 KM) TO THE JUNCTION OF AN UNPAVED ROAD (UTOPIA
 DP5981'ROAD-UNPOSTED) LEADING TO HI HAT RANCH ON THE RIGHT.  TURN RIGHT
 DP5981'ENTERING HI HAT RANCH AND GO SOUTH FOR 1.75 MI (2.8 KM) TO THE
 DP5981'JUNCTION OF A SERVICE ROAD ON THE LEFT.  TURN LEFT ON THE SERVICE ROAD
 DP5981'AND GO EAST FOR 0.5 MI (0.8 KM) TO THE T-JUNCTION OF ANOTHER ROAD.
 DP5981'TURN RIGHT ON THE UNPAVED ROAD AND GO SOUTH AND EAST FOR 0.15 MI (0.2
 DP5981'KM) TO THE JUNCTION OF A GRASS COVERED TRAIL ON THE RIGHT.  TURN RIGHT
 DP5981'ON THE GRASSY TRAIL AND GO SOUTHEAST FOR ABOUT 250.0 FT (76.2 M) TO A
 DP5981'WELL SITE AND THE MARK AHEAD, AN ALUMINUM ROD DRIVEN INTO THE GROUND
 DP5981'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP5981'CONCRETE MONUMENT, FLUSH WITH THE GROUND AND LEVEL WITH THE WELL SITE
 DP5981'TRAIL.
 DP5981'
 DP5981'LOCATED 27.3 FT (8.3 M) EAST-SOUTHEAST OF SURVEY MARK 25717 B, 9.0 FT
 DP5981'(2.7 M) SOUTHWEST OF WELL CASING 25714, 1.2 FT (0.4 M) EAST-SOUTHEAST
 DP5981'OF A RAIN GAUGE MAST AND 0.5 FT (15 CM) EAST-SOUTHEAST OF A CARSONITE
 DP5981'WITNESS POST.
 DP5981'
 DP5981'NOTE-UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5982 ***********************************************************************
 DP5982  DESIGNATION -  25717 B
 DP5982  PID         -  DP5982
 DP5982  STATE/COUNTY-  FL/SARASOTA
 DP5982  COUNTRY     -  US
 DP5982  USGS QUAD   -  OLD MYAKKA (2018)
 DP5982
 DP5982                         *CURRENT SURVEY CONTROL
 DP5982  ______________________________________________________________________
 DP5982* NAD 83(1986) POSITION- 27 18 43.5    (N) 082 20 11.8    (W)   HD_HELD2
 DP5982* NAVD 88 ORTHO HEIGHT -    10.428 (meters)       34.21  (feet) ADJUSTED
 DP5982  ______________________________________________________________________
 DP5982  GEOID HEIGHT    -        -24.457 (meters)                     GEOID18
 DP5982  DYNAMIC HEIGHT  -         10.412 (meters)       34.16  (feet) COMP
 DP5982  MODELED GRAVITY -    979,122.9   (mgal)                       NAVD 88
 DP5982
 DP5982  VERT ORDER      -  SECOND    CLASS I
 DP5982
 DP5982.The horizontal coordinates were established by autonomous hand held GPS
 DP5982.observations and have an estimated accuracy of +/- 10 meters.
 DP5982
 DP5982.The orthometric height was determined by differential leveling and
 DP5982.adjusted by the NATIONAL GEODETIC SURVEY
 DP5982.in March 2015.
 DP5982
 DP5982.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5982.GEOID18 height accuracy estimate available here.
 DP5982
 DP5982.Click photographs - Photos may exist for this station.
 DP5982
 DP5982.The dynamic height is computed by dividing the NAVD 88
 DP5982.geopotential number by the normal gravity value computed on the
 DP5982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5982.degrees latitude (g = 980.6199 gals.).
 DP5982
 DP5982.The modeled gravity was interpolated from observed gravity values.
 DP5982
 DP5982;                    North         East    Units  Estimated Accuracy
 DP5982;SPC FL W     -   330,028.      166,684.      MT  (+/- 10 meters HH2 GPS)
 DP5982
 DP5982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6774821709(NAD 83)
 DP5982
 DP5982                          SUPERSEDED SURVEY CONTROL
 DP5982
 DP5982.No superseded survey control is available for this station.
 DP5982
 DP5982_MARKER: DD = SURVEY DISK
 DP5982_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5982_STAMPING: 25717 B 2008
 DP5982_MARK LOGO: SWFWMD
 DP5982_PROJECTION: FLUSH
 DP5982_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP5982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5982+STABILITY: SURFACE MOTION
 DP5982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5982+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 DP5982_ROD/PIPE-DEPTH: 3.0 meters
 DP5982
 DP5982  HISTORY     - Date     Condition        Report By
 DP5982  HISTORY     - 20080916 MONUMENTED       SWFWMD
 DP5982  HISTORY     - 20140701 GOOD             FLDEP
 DP5982
 DP5982                          STATION DESCRIPTION
 DP5982
 DP5982'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP5982'THE MARK IS ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF LORRAINE, 6.6 MI
 DP5982'(10.6 KM) SOUTHWEST OF VERNA, 4.3 MI (6.9 KM) WEST OF OLD MYAKKA, IN
 DP5982'SECTION 31, TOWNSHIP 36 SOUTH, RANGE 20 EAST.  NOTE PRIVATE PROPERTY,
 DP5982'FOR PERMISSION TO ACCESS HI HAT RANCH, CALL R.E.  TURNER AT ABOUT 4.0
 DP5982'MI (6.4 KM) EAST OF SARASOTA, GO EAST ON STATE ROAD 780 (FRUITVILLE
 DP5982'ROAD) FOR 6.1 MI (9.8 KM) TO THE JUNCTION OF AN UNPAVED ROAD (UTOPIA
 DP5982'ROAD-UNPOSTED) LEADING TO HI HAT RANCH ON THE RIGHT.  TURN RIGHT
 DP5982'ENTERING HI HAT RANCH AND GO SOUTH FOR 1.75 MI (2.8 KM) TO THE
 DP5982'JUNCTION OF A SERVICE ROAD ON THE LEFT.  TURN LEFT ON THE SERVICE ROAD
 DP5982'AND GO EAST FOR 0.5 MI (0.8 KM) TO THE T-JUNCTION OF ANOTHER ROAD.
 DP5982'TURN RIGHT ON THE UNPAVED ROAD AND GO SOUTH AND EAST FOR 0.15 MI (0.2
 DP5982'KM) TO THE JUNCTION OF A GRASS COVERED TRAIL ON THE RIGHT.  TURN RIGHT
 DP5982'ON THE GRASSY TRAIL AND GO SOUTHEAST FOR ABOUT 250.0 FT (76.2 M) TO A
 DP5982'WELL SITE AND THE MARK AHEAD, AN ALUMINUM ROD DRIVEN INTO THE GROUND
 DP5982'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP5982'CONCRETE MONUMENT, FLUSH WITH THE GROUND AND LEVEL WITH THE WELL SITE
 DP5982'TRAIL.
 DP5982'
 DP5982'LOCATED 27.3 FT (8.3 M) WEST-NORTHWEST OF SURVEY MARK 25717 A, 18.7 FT
 DP5982'(5.7 M) SOUTHWEST OF WELL CASING 25711, 2.3 FT (0.7 M) SOUTHEAST OF
 DP5982'WELL CASING 25717 AND 0.5 FT (15 CM) SOUTHEAST OF A CARSONITE WITNESS
 DP5982'POST.
 DP5982'
 DP5982'NOTE-UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5987 ***********************************************************************
 DP5987  DESIGNATION -  25726 A
 DP5987  PID         -  DP5987
 DP5987  STATE/COUNTY-  FL/SARASOTA
 DP5987  COUNTRY     -  US
 DP5987  USGS QUAD   -  OLD MYAKKA (2018)
 DP5987
 DP5987                         *CURRENT SURVEY CONTROL
 DP5987  ______________________________________________________________________
 DP5987* NAD 83(1986) POSITION- 27 19 49.2    (N) 082 16 10.3    (W)   HD_HELD2
 DP5987* NAVD 88 ORTHO HEIGHT -    15.604 (meters)       51.19  (feet) ADJUSTED
 DP5987  ______________________________________________________________________
 DP5987  GEOID HEIGHT    -        -24.524 (meters)                     GEOID18
 DP5987  DYNAMIC HEIGHT  -         15.580 (meters)       51.12  (feet) COMP
 DP5987  MODELED GRAVITY -    979,123.6   (mgal)                       NAVD 88
 DP5987
 DP5987  VERT ORDER      -  SECOND    CLASS I
 DP5987
 DP5987.The horizontal coordinates were established by autonomous hand held GPS
 DP5987.observations and have an estimated accuracy of +/- 10 meters.
 DP5987
 DP5987.The orthometric height was determined by differential leveling and
 DP5987.adjusted by the NATIONAL GEODETIC SURVEY
 DP5987.in March 2015.
 DP5987
 DP5987.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5987.GEOID18 height accuracy estimate available here.
 DP5987
 DP5987.Click photographs - Photos may exist for this station.
 DP5987
 DP5987.The dynamic height is computed by dividing the NAVD 88
 DP5987.geopotential number by the normal gravity value computed on the
 DP5987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5987.degrees latitude (g = 980.6199 gals.).
 DP5987
 DP5987.The modeled gravity was interpolated from observed gravity values.
 DP5987
 DP5987;                    North         East    Units  Estimated Accuracy
 DP5987;SPC FL W     -   332,034.      173,328.      MT  (+/- 10 meters HH2 GPS)
 DP5987
 DP5987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7440723662(NAD 83)
 DP5987
 DP5987                          SUPERSEDED SURVEY CONTROL
 DP5987
 DP5987.No superseded survey control is available for this station.
 DP5987
 DP5987_MARKER: DD = SURVEY DISK
 DP5987_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5987_STAMPING: 25726 A 2014
 DP5987_MARK LOGO: SWFWMD
 DP5987_PROJECTION: RECESSED 5 CENTIMETERS
 DP5987_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP5987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5987+STABILITY: SURFACE MOTION
 DP5987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5987+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2014
 DP5987_ROD/PIPE-DEPTH: 10.1 meters
 DP5987
 DP5987  HISTORY     - Date     Condition        Report By
 DP5987  HISTORY     - 20140709 MONUMENTED       FLDEP
 DP5987
 DP5987                          STATION DESCRIPTION
 DP5987
 DP5987'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP5987'THE MARK IS ABOUT 6.8 MI (10.9 KM) WEST OF MYAKKA CITY, 3.9 MI (6.3
 DP5987'KM) SOUTH OF VERNA, 1.2 MI (1.9 KM) NORTH OF OLD MYAKKA, IN SECTION
 DP5987'23, TOWNSHIP 36 SOUTH, RANGE 20 EAST.
 DP5987'
 DP5987'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DP5987'AND STATE ROAD 780 (FRUITVILLE ROAD) ABOUT 4.0 MI (6.4 KM) EAST OF
 DP5987'SARASOTA, GO EAST ON STATE ROAD 780 (FRUITVILLE ROAD) FOR 10.95 MI
 DP5987'(17.6 KM) TO THE INTERSECTION OF VERNA ROAD ON THE LEFT AND MYAKKA
 DP5987'ROAD ON THE RIGHT.  TURN RIGHT ON MYAKKA ROAD AND GO SOUTH FOR 0.3 MI
 DP5987'(0.5 KM) TO A METAL PASTURE GATE ON THE RIGHT AND THE MARK ON THE
 DP5987'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 33.0 FT (10.1
 DP5987'M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP5987'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM)
 DP5987'BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL
 DP5987'OF MYAKKA ROAD.
 DP5987'
 DP5987'LOCATED 141.6 FT (43.2 M) NORTHWEST OF SURVEY MARK 25726 B, 25.0 FT
 DP5987'(7.6 M) WEST OF THE APPROXIMATE CENTERLINE OF MYAKKA ROAD, 11.5 FT
 DP5987'(3.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF A GATED FIELD ENTRANCE,
 DP5987'1.8 FT (0.5 M) EAST OF A BARB WIRE FENCE CORNER POST AND 1.6 FT (0.5
 DP5987'M) EAST OF A CARSONITE WITNESS POST.
 DP5987'
 DP5987'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP5987'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5988 ***********************************************************************
 DP5988  DESIGNATION -  25726 B
 DP5988  PID         -  DP5988
 DP5988  STATE/COUNTY-  FL/SARASOTA
 DP5988  COUNTRY     -  US
 DP5988  USGS QUAD   -  OLD MYAKKA (2018)
 DP5988
 DP5988                         *CURRENT SURVEY CONTROL
 DP5988  ______________________________________________________________________
 DP5988* NAD 83(1986) POSITION- 27 19 47.7    (N) 082 16 10.0    (W)   HD_HELD2
 DP5988* NAVD 88 ORTHO HEIGHT -    15.479 (meters)       50.78  (feet) ADJUSTED
 DP5988  ______________________________________________________________________
 DP5988  GEOID HEIGHT    -        -24.524 (meters)                     GEOID18
 DP5988  DYNAMIC HEIGHT  -         15.456 (meters)       50.71  (feet) COMP
 DP5988  MODELED GRAVITY -    979,123.6   (mgal)                       NAVD 88
 DP5988
 DP5988  VERT ORDER      -  SECOND    CLASS I
 DP5988
 DP5988.The horizontal coordinates were established by autonomous hand held GPS
 DP5988.observations and have an estimated accuracy of +/- 10 meters.
 DP5988
 DP5988.The orthometric height was determined by differential leveling and
 DP5988.adjusted by the NATIONAL GEODETIC SURVEY
 DP5988.in March 2015.
 DP5988
 DP5988.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5988.GEOID18 height accuracy estimate available here.
 DP5988
 DP5988.Click photographs - Photos may exist for this station.
 DP5988
 DP5988.The dynamic height is computed by dividing the NAVD 88
 DP5988.geopotential number by the normal gravity value computed on the
 DP5988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5988.degrees latitude (g = 980.6199 gals.).
 DP5988
 DP5988.The modeled gravity was interpolated from observed gravity values.
 DP5988
 DP5988;                    North         East    Units  Estimated Accuracy
 DP5988;SPC FL W     -   331,987.      173,336.      MT  (+/- 10 meters HH2 GPS)
 DP5988
 DP5988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7441523616(NAD 83)
 DP5988
 DP5988                          SUPERSEDED SURVEY CONTROL
 DP5988
 DP5988.No superseded survey control is available for this station.
 DP5988
 DP5988_MARKER: DD = SURVEY DISK
 DP5988_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5988_STAMPING: 25726 B 2014
 DP5988_MARK LOGO: SWFWMD
 DP5988_PROJECTION: RECESSED 5 CENTIMETERS
 DP5988_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP5988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5988+STABILITY: SURFACE MOTION
 DP5988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5988+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2014
 DP5988_ROD/PIPE-DEPTH: 8.3 meters
 DP5988
 DP5988  HISTORY     - Date     Condition        Report By
 DP5988  HISTORY     - 20140709 MONUMENTED       FLDEP
 DP5988
 DP5988                          STATION DESCRIPTION
 DP5988
 DP5988'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP5988'THE MARK IS ABOUT 6.8 MI (10.9 KM) WEST OF MYAKKA CITY, 3.9 MI (6.3
 DP5988'KM) SOUTH OF VERNA, 1.2 MI (1.9 KM) NORTH OF OLD MYAKKA, IN SECTION
 DP5988'24, TOWNSHIP 36 SOUTH, RANGE 20 EAST.
 DP5988'
 DP5988'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DP5988'AND STATE ROAD 780 (FRUITVILLE ROAD) ABOUT 4.0 MI (6.4 KM) EAST OF
 DP5988'SARASOTA, GO EAST ON STATE ROAD 780 (FRUITVILLE ROAD) FOR 10.95 MI
 DP5988'(17.6 KM) TO THE INTERSECTION OF VERNA ROAD ON THE LEFT AND MYAKKA
 DP5988'ROAD ON THE RIGHT.  TURN RIGHT ON MYAKKA ROAD AND GO SOUTH FOR 0.3 MI
 DP5988'(0.5 KM) TO A DRIVEWAY AT 421 MYAKKA ROAD (MAILBOX STATES 421 VERNA)
 DP5988'ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DP5988'REFUSAL AT A DEPTH OF 27.2 FT (8.3 M) WITH A SURVEY DISK SET ON THE
 DP5988'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP5988'M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DP5988'ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF MYAKKA ROAD.
 DP5988'
 DP5988'LOCATED 141.6 FT (43.2 M) SOUTHEAST OF SURVEY MARK 25726 A, 31.0 FT
 DP5988'(9.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT 421
 DP5988'MYAKKA ROAD, 18.4 FT (5.6 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DP5988'MYAKKA ROAD, 1.6 FT (0.5 M) WEST OF A BARB WIRE FENCE AND 1.3 FT (0.4
 DP5988'M) WEST OF A CARSONITE WITNESS POST.
 DP5988'
 DP5988'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP5988'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5979 ***********************************************************************
 DP5979  DESIGNATION -  25734
 DP5979  PID         -  DP5979
 DP5979  STATE/COUNTY-  FL/SARASOTA
 DP5979  COUNTRY     -  US
 DP5979  USGS QUAD   -  OLD MYAKKA (2018)
 DP5979
 DP5979                         *CURRENT SURVEY CONTROL
 DP5979  ______________________________________________________________________
 DP5979* NAD 83(1986) POSITION- 27 20 20.6    (N) 082 19 49.7    (W)   HD_HELD2
 DP5979* NAVD 88 ORTHO HEIGHT -    13.398 (meters)       43.96  (feet) ADJUSTED
 DP5979  ______________________________________________________________________
 DP5979  GEOID HEIGHT    -        -24.502 (meters)                     GEOID18
 DP5979  DYNAMIC HEIGHT  -         13.377 (meters)       43.89  (feet) COMP
 DP5979  MODELED GRAVITY -    979,124.1   (mgal)                       NAVD 88
 DP5979
 DP5979  VERT ORDER      -  SECOND    CLASS I
 DP5979
 DP5979.The horizontal coordinates were established by autonomous hand held GPS
 DP5979.observations and have an estimated accuracy of +/- 10 meters.
 DP5979
 DP5979.The orthometric height was determined by differential leveling and
 DP5979.adjusted by the NATIONAL GEODETIC SURVEY
 DP5979.in March 2015.
 DP5979
 DP5979.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5979.GEOID18 height accuracy estimate available here.
 DP5979
 DP5979.Click photographs - Photos may exist for this station.
 DP5979
 DP5979.The dynamic height is computed by dividing the NAVD 88
 DP5979.geopotential number by the normal gravity value computed on the
 DP5979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5979.degrees latitude (g = 980.6199 gals.).
 DP5979
 DP5979.The modeled gravity was interpolated from observed gravity values.
 DP5979
 DP5979;                    North         East    Units  Estimated Accuracy
 DP5979;SPC FL W     -   333,015.      167,300.      MT  (+/- 10 meters HH2 GPS)
 DP5979
 DP5979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6838824691(NAD 83)
 DP5979
 DP5979                          SUPERSEDED SURVEY CONTROL
 DP5979
 DP5979.No superseded survey control is available for this station.
 DP5979
 DP5979_MARKER: DD = SURVEY DISK
 DP5979_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5979_STAMPING: 25734 2014
 DP5979_MARK LOGO: SWFWMD
 DP5979_PROJECTION: RECESSED 5 CENTIMETERS
 DP5979_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP5979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5979+STABILITY: SURFACE MOTION
 DP5979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5979+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2014
 DP5979_ROD/PIPE-DEPTH: 6.7 meters
 DP5979
 DP5979  HISTORY     - Date     Condition        Report By
 DP5979  HISTORY     - 20140715 MONUMENTED       FLDEP
 DP5979
 DP5979                          STATION DESCRIPTION
 DP5979
 DP5979'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP5979'THE MARK IS ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHEAST OF LORRAINE, 5.0 MI
 DP5979'(8.0 KM) SOUTHWEST OF VERNA, 4.3 MI (6.9 KM) WEST-NORTHWEST OF OLD
 DP5979'MYAKKA IN SECTION 20, TOWNSHIP 36 SOUTH, RANGE 20 EAST.
 DP5979'
 DP5979'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DP5979'AND STATE ROAD 780 (FRUITVILLE ROAD) ABOUT 4.0 MI (6.4 KM) EAST OF
 DP5979'SARASOTA, GO EAST ON STATE ROAD 780 (FRUITVILLE ROAD) FOR 5.45 MI (8.8
 DP5979'KM) TO A BRIDGE CROSSING COW PENINSULA SLOUGH.  CONTINUE EAST ON STATE
 DP5979'ROAD 780 (FRUITVILLE ROAD) FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF A
 DP5979'PRIVATE DRIVEWAY AT 12851 FRUITVILLE ROAD (NOT POSTED BUT FORMERLY
 DP5979'CALLED LORIA CIRCLE) ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM
 DP5979'ROD DRIVEN TO REFUSAL AT A DEPTH OF 22.0 FT (6.7 M) WITH A SURVEY DISK
 DP5979'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP5979'1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DP5979'GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF STATE ROAD 780
 DP5979'(FRUITVILLE ROAD).
 DP5979'
 DP5979'LOCATED 178.7 FT (54.5 M) SOUTHWEST OF SURVEY MARK D 693, 121.0 FT
 DP5979'(36.9 M) WEST-NORTHWEST OF WELL CASING 25734, 67.7 FT (20.6 M) NORTH
 DP5979'OF THE APPROXIMATE CENTERLINE OF STATE ROAD 780 (FRUITVILLE ROAD),
 DP5979'18.0 FT (5.5 M) WEST OF THE APPROXIMATE CENTERLINE OF AN ASPHALT
 DP5979'DRIVEWAY, 2.0 FT (0.6 M) SOUTH OF A HOG WIRE FENCE CORNER POST AND 1.7
 DP5979'FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 DP5979'
 DP5979'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP5979'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6600 ***********************************************************************
 DP6600  DESIGNATION -  25766
 DP6600  PID         -  DP6600
 DP6600  STATE/COUNTY-  FL/MANATEE
 DP6600  COUNTRY     -  US
 DP6600  USGS QUAD   -  KEENTOWN (2018)
 DP6600
 DP6600                         *CURRENT SURVEY CONTROL
 DP6600  ______________________________________________________________________
 DP6600* NAD 83(1986) POSITION- 27 36 07.0    (N) 082 12 40.9    (W)   HD_HELD2
 DP6600* NAVD 88 ORTHO HEIGHT -    23.916 (meters)       78.46  (feet) ADJUSTED
 DP6600  ______________________________________________________________________
 DP6600  GEOID HEIGHT    -        -24.908 (meters)                     GEOID18
 DP6600  DYNAMIC HEIGHT  -         23.880 (meters)       78.35  (feet) COMP
 DP6600  MODELED GRAVITY -    979,139.0   (mgal)                       NAVD 88
 DP6600
 DP6600  VERT ORDER      -  FIRST     CLASS II
 DP6600
 DP6600.The horizontal coordinates were established by autonomous hand held GPS
 DP6600.observations and have an estimated accuracy of +/- 10 meters.
 DP6600
 DP6600.The orthometric height was determined by differential leveling and
 DP6600.adjusted by the NATIONAL GEODETIC SURVEY
 DP6600.in April 2015.
 DP6600
 DP6600.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6600.GEOID18 height accuracy estimate available here.
 DP6600
 DP6600.Click photographs - Photos may exist for this station.
 DP6600
 DP6600.The dynamic height is computed by dividing the NAVD 88
 DP6600.geopotential number by the normal gravity value computed on the
 DP6600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6600.degrees latitude (g = 980.6199 gals.).
 DP6600
 DP6600.The modeled gravity was interpolated from observed gravity values.
 DP6600
 DP6600;                    North         East    Units  Estimated Accuracy
 DP6600;SPC FL W     -   362,118.      179,135.      MT  (+/- 10 meters HH2 GPS)
 DP6600
 DP6600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8045653694(NAD 83)
 DP6600
 DP6600                          SUPERSEDED SURVEY CONTROL
 DP6600
 DP6600.No superseded survey control is available for this station.
 DP6600
 DP6600_MARKER: DD = SURVEY DISK
 DP6600_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP6600_SP_SET: BRIDGE WING WALL
 DP6600_STAMPING: 25766
 DP6600_MARK LOGO: FL-081
 DP6600_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6600+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2014
 DP6600
 DP6600  HISTORY     - Date     Condition        Report By
 DP6600  HISTORY     - UNK      MONUMENTED       FL-081
 DP6600  HISTORY     - 20140326 GOOD             FLDEP
 DP6600
 DP6600                          STATION DESCRIPTION
 DP6600
 DP6600'DESCRIBED BY FL DEPT OF ENV PRO 2014 (JRH)
 DP6600'THE MARK IS ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHWEST OF FORT LONESOME,
 DP6600'5.5 MI (8.8 KM) WEST OF DUETTE, 5.0 MI (8.0 KM) WEST-NORTHWEST OF
 DP6600'KEENTOWN, IN SECTION 16, TOWNSHIP 33 SOUTH, RANGE 21 EAST.
 DP6600'
 DP6600'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DP6600'62 INCH (157 CM) PARRISH, GO EAST ON STATE ROAD 62 FOR 3.85 MI (6.2
 DP6600'KM) TO THE JUNCTION OF CORBETT JOHN ROAD ON THE LEFT.  CONTINUE EAST
 DP6600'ON STATE ROAD 62 FOR 4.45 MI (7.2 KM) TO THE JUNCTION OF SAFFOLD ROAD
 DP6600'ON THE LEFT.  CONTINUE EAST ON STATE ROAD 62 FOR 4.35 MI (7.0 KM) TO
 DP6600'THE JUNCTION OF SCARBOROUGH ROAD ON THE LEFT.  CONTINUE SOUTHEAST ON
 DP6600'STATE ROAD 62 FOR 1.45 MI (2.3 KM) TO THE JUNCTION OF BUNKER HILL ROAD
 DP6600'ON THE LEFT.  TURN LEFT ON BUNKER HILL ROAD AND GO NORTH FOR 1.0 MI
 DP6600'(1.6 KM) TO THE T-JUNCTION OF TAYLOR GRADE ROAD.  TURN LEFT ON TAYLOR
 DP6600'GRADE ROAD AND GO NORTHWEST FOR 1.0 MI (1.6 KM) TO A SMALL BRIDGE AND
 DP6600'THE MARK ON THE LEFT, A SURVEY DISK SET IN THE NORTHWEST CORNER OF THE
 DP6600'BRIDGE WING WALL AND 0.6 FT (18 CM) ABOVE THE LEVEL OF TAYLOR GRADE
 DP6600'ROAD.
 DP6600'
 DP6600'LOCATED 59.6 FT (18.2 M) WEST-NORTHWEST OF MANATEE COUNTY SURVEY DISK
 DP6600'NAVD 1988 OREGON 2010, 31.3 FT (9.5 M) WEST-NORTHWEST OF THE WELL
 DP6600'SHAFT, 16.0 FT (4.9 M) WEST-SOUTHWEST OF THE CENTERLINE OF TAYLOR
 DP6600'GRADE ROAD AND 0.4 FT (12 CM) SOUTHWEST OF A GALVANIZED METAL
 DP6600'GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6632 ***********************************************************************
 DP6632  DESIGNATION -  25767 A
 DP6632  PID         -  DP6632
 DP6632  STATE/COUNTY-  FL/MANATEE
 DP6632  COUNTRY     -  US
 DP6632  USGS QUAD   -  PARRISH (2018)
 DP6632
 DP6632                         *CURRENT SURVEY CONTROL
 DP6632  ______________________________________________________________________
 DP6632* NAD 83(1986) POSITION- 27 32 04.8    (N) 082 23 57.9    (W)   HD_HELD2
 DP6632* NAVD 88 ORTHO HEIGHT -     1.801 (meters)        5.91  (feet) ADJUSTED
 DP6632  ______________________________________________________________________
 DP6632  GEOID HEIGHT    -        -24.720 (meters)                     GEOID18
 DP6632  DYNAMIC HEIGHT  -          1.799 (meters)        5.90  (feet) COMP
 DP6632  MODELED GRAVITY -    979,137.3   (mgal)                       NAVD 88
 DP6632
 DP6632  VERT ORDER      -  FIRST     CLASS II
 DP6632
 DP6632.The horizontal coordinates were established by autonomous hand held GPS
 DP6632.observations and have an estimated accuracy of +/- 10 meters.
 DP6632
 DP6632.The orthometric height was determined by differential leveling and
 DP6632.adjusted by the NATIONAL GEODETIC SURVEY
 DP6632.in April 2015.
 DP6632
 DP6632.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6632.GEOID18 height accuracy estimate available here.
 DP6632
 DP6632.Click photographs - Photos may exist for this station.
 DP6632
 DP6632.The dynamic height is computed by dividing the NAVD 88
 DP6632.geopotential number by the normal gravity value computed on the
 DP6632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6632.degrees latitude (g = 980.6199 gals.).
 DP6632
 DP6632.The modeled gravity was interpolated from observed gravity values.
 DP6632
 DP6632;                    North         East    Units  Estimated Accuracy
 DP6632;SPC FL W     -   354,709.      160,547.      MT  (+/- 10 meters HH2 GPS)
 DP6632
 DP6632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6181146437(NAD 83)
 DP6632
 DP6632                          SUPERSEDED SURVEY CONTROL
 DP6632
 DP6632.No superseded survey control is available for this station.
 DP6632
 DP6632_MARKER: DD = SURVEY DISK
 DP6632_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6632_SP_SET: RETAINING WALL
 DP6632_STAMPING: 25767 A 2014
 DP6632_MARK LOGO: FLDEP
 DP6632_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6632+STABILITY: SURFACE MOTION
 DP6632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6632+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2014
 DP6632
 DP6632  HISTORY     - Date     Condition        Report By
 DP6632  HISTORY     - 20140729 MONUMENTED       FLDEP
 DP6632
 DP6632                          STATION DESCRIPTION
 DP6632
 DP6632'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6632'THE MARK IS ABOUT 7.1 MI (11.4 KM) NORTH OF LORRAINE, 4.0 MI (6.4 KM)
 DP6632'SOUTH-SOUTHEAST OF PARRISH, 2.4 MI (3.9 KM) NORTHWEST OF RYE, IN
 DP6632'SECTION 10, TOWNSHIP 34 SOUTH, RANGE 19 EAST.
 DP6632'
 DP6632'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DP6632'ROAD 62 (WAUCHULA ROAD) IN PARRISH, GO SOUTH ON U.S. HIGHWAY 301 FOR
 DP6632'1.2 MI (1.9 KM) TO THE JUNCTION OF FORT HAMER ROAD ON THE LEFT.  TURN
 DP6632'LEFT ON FORT HAMER ROAD AND GO SOUTH FOR 2.4 MI (3.9 KM) TO THE
 DP6632'JUNCTION OF MULHOLLAND ROAD ON THE LEFT.  TURN LEFT ON MULHOLLAND ROAD
 DP6632'AND GO EAST FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF 130TH AVENUE
 DP6632'EAST ON THE LEFT AND 129TH AVENUE EAST ON THE RIGHT.  CONTINUE GOING
 DP6632'EAST ON MULHOLLAND ROAD FOR 0.85 MI (1.4 KM) TO THE NORTHWEST CORNER
 DP6632'OF THE BRIDGE OVER GAMBLE CREEK AND THE MARK ON THE LEFT, SET FLUSH IN
 DP6632'THE TOP OF A CONCRETE RETAINING WALL 3.0 FT (0.9 M) BELOW THE LEVEL OF
 DP6632'MULHOLLAND ROAD.
 DP6632'
 DP6632'LOCATED 100.8 FT (30.7 M) WEST OF WELL 25767 SHAFT, 97.5 FT (29.7 M)
 DP6632'WEST OF SURVEY MARK 25767 B, 9.8 FT (3.0 M) NORTH OF THE APPROXIMATE
 DP6632'CENTERLINE 0F MULHOLLAND ROAD AND 1.0 FT (0.3 M) NORTH-NORTHEAST OF A
 DP6632'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6631 ***********************************************************************
 DP6631  DESIGNATION -  25767 B
 DP6631  PID         -  DP6631
 DP6631  STATE/COUNTY-  FL/MANATEE
 DP6631  COUNTRY     -  US
 DP6631  USGS QUAD   -  PARRISH (2018)
 DP6631
 DP6631                         *CURRENT SURVEY CONTROL
 DP6631  ______________________________________________________________________
 DP6631* NAD 83(1986) POSITION- 27 32 04.5    (N) 082 23 56.8    (W)   HD_HELD2
 DP6631* NAVD 88 ORTHO HEIGHT -     1.838 (meters)        6.03  (feet) ADJUSTED
 DP6631  ______________________________________________________________________
 DP6631  GEOID HEIGHT    -        -24.720 (meters)                     GEOID18
 DP6631  DYNAMIC HEIGHT  -          1.835 (meters)        6.02  (feet) COMP
 DP6631  MODELED GRAVITY -    979,137.3   (mgal)                       NAVD 88
 DP6631
 DP6631  VERT ORDER      -  FIRST     CLASS II
 DP6631
 DP6631.The horizontal coordinates were established by autonomous hand held GPS
 DP6631.observations and have an estimated accuracy of +/- 10 meters.
 DP6631
 DP6631.The orthometric height was determined by differential leveling and
 DP6631.adjusted by the NATIONAL GEODETIC SURVEY
 DP6631.in April 2015.
 DP6631
 DP6631.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6631.GEOID18 height accuracy estimate available here.
 DP6631
 DP6631.Click photographs - Photos may exist for this station.
 DP6631
 DP6631.The dynamic height is computed by dividing the NAVD 88
 DP6631.geopotential number by the normal gravity value computed on the
 DP6631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6631.degrees latitude (g = 980.6199 gals.).
 DP6631
 DP6631.The modeled gravity was interpolated from observed gravity values.
 DP6631
 DP6631;                    North         East    Units  Estimated Accuracy
 DP6631;SPC FL W     -   354,700.      160,577.      MT  (+/- 10 meters HH2 GPS)
 DP6631
 DP6631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6184146427(NAD 83)
 DP6631
 DP6631                          SUPERSEDED SURVEY CONTROL
 DP6631
 DP6631.No superseded survey control is available for this station.
 DP6631
 DP6631_MARKER: DD = SURVEY DISK
 DP6631_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6631_SP_SET: RETAINING WALL
 DP6631_STAMPING: 25767 B 2014
 DP6631_MARK LOGO: FLDEP
 DP6631_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6631+STABILITY: SURFACE MOTION
 DP6631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6631+SATELLITE: SATELLITE OBSERVATIONS - July 29, 2014
 DP6631
 DP6631  HISTORY     - Date     Condition        Report By
 DP6631  HISTORY     - 20140729 MONUMENTED       FLDEP
 DP6631
 DP6631                          STATION DESCRIPTION
 DP6631
 DP6631'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6631'THE MARK IS ABOUT 7.1 MI (11.4 KM) NORTH OF LORRAINE, 4.0 MI (6.4 KM)
 DP6631'SOUTH-SOUTHEAST OF PARRISH, 2.4 MI (3.9 KM) NORTHWEST OF RYE, IN
 DP6631'SECTION 10, TOWNSHIP 34 SOUTH, RANGE 19 EAST.
 DP6631'
 DP6631'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DP6631'ROAD 62 (WAUCHULA ROAD) IN PARRISH, GO SOUTH ON U.S. HIGHWAY 301 FOR
 DP6631'1.2 MI (1.9 KM) TO THE JUNCTION OF FORT HAMER ROAD ON THE LEFT.  TURN
 DP6631'LEFT ON FORT HAMER ROAD AND GO SOUTH FOR 2.4 MI (3.9 KM) TO THE
 DP6631'JUNCTION OF MULHOLLAND ROAD ON THE LEFT.  TURN LEFT ON MULHOLLAND ROAD
 DP6631'AND GO EAST FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF 130TH AVENUE
 DP6631'EAST ON THE LEFT AND 129TH AVENUE EAST ON THE RIGHT.  CONTINUE GOING
 DP6631'EAST ON MULHOLLAND ROAD FOR 0.85 MI (1.4 KM) TO THE SOUTHEAST CORNER
 DP6631'OF THE BRIDGE OVER GAMBLE CREEK AND THE MARK ON THE RIGHT, SET FLUSH
 DP6631'IN THE TOP OF THE CONCRETE RETAINING WALL 3.0 FT (0.9 M) BELOW THE
 DP6631'LEVEL OF MULHOLLAND ROAD.
 DP6631'
 DP6631'LOCATED 97.5 FT (29.7 M) EAST OF SURVEY MARK 25767 A, 10.4 FT (3.2 M)
 DP6631'SOUTH OF THE APPROXIMATE CENTERLINE OF THE CONCRETE BRIDGE, 26.0 FT
 DP6631'(7.9 M) WEST OF A CARSONITE WITNESS POST AND 5.0 FT (1.5 M)
 DP6631'NORTH-NORTHWEST OF A WELL SHAFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6603 ***********************************************************************
 DP6603  DESIGNATION -  25769 A
 DP6603  PID         -  DP6603
 DP6603  STATE/COUNTY-  FL/MANATEE
 DP6603  COUNTRY     -  US
 DP6603  USGS QUAD   -  PARRISH (2018)
 DP6603
 DP6603                         *CURRENT SURVEY CONTROL
 DP6603  ______________________________________________________________________
 DP6603* NAD 83(1986) POSITION- 27 30 21.3    (N) 082 28 52.7    (W)   HD_HELD2
 DP6603* NAVD 88 ORTHO HEIGHT -     1.673 (meters)        5.49  (feet) ADJUSTED
 DP6603  ______________________________________________________________________
 DP6603  GEOID HEIGHT    -        -24.601 (meters)                     GEOID18
 DP6603  DYNAMIC HEIGHT  -          1.670 (meters)        5.48  (feet) COMP
 DP6603  MODELED GRAVITY -    979,137.6   (mgal)                       NAVD 88
 DP6603
 DP6603  VERT ORDER      -  FIRST     CLASS II
 DP6603
 DP6603.The horizontal coordinates were established by autonomous hand held GPS
 DP6603.observations and have an estimated accuracy of +/- 10 meters.
 DP6603
 DP6603.The orthometric height was determined by differential leveling and
 DP6603.adjusted by the NATIONAL GEODETIC SURVEY
 DP6603.in April 2015.
 DP6603
 DP6603.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6603.GEOID18 height accuracy estimate available here.
 DP6603
 DP6603.Click photographs - Photos may exist for this station.
 DP6603
 DP6603.The dynamic height is computed by dividing the NAVD 88
 DP6603.geopotential number by the normal gravity value computed on the
 DP6603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6603.degrees latitude (g = 980.6199 gals.).
 DP6603
 DP6603.The modeled gravity was interpolated from observed gravity values.
 DP6603
 DP6603;                    North         East    Units  Estimated Accuracy
 DP6603;SPC FL W     -   351,552.      152,446.      MT  (+/- 10 meters HH2 GPS)
 DP6603
 DP6603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5368543345(NAD 83)
 DP6603
 DP6603                          SUPERSEDED SURVEY CONTROL
 DP6603
 DP6603.No superseded survey control is available for this station.
 DP6603
 DP6603_MARKER: DD = SURVEY DISK
 DP6603_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP6603_SP_SET: BRIDGE WING WALL
 DP6603_STAMPING: 25769 A 2014
 DP6603_MARK LOGO: FLDEP
 DP6603_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6603+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DP6603
 DP6603  HISTORY     - Date     Condition        Report By
 DP6603  HISTORY     - 20140424 MONUMENTED       FLDEP
 DP6603  HISTORY     - 20230905 GOOD             COBFL
 DP6603
 DP6603                          STATION DESCRIPTION
 DP6603
 DP6603'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6603'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF PARRISH, 5.8 MI
 DP6603'(9.3 KM) EAST OF BRADENTON, 5.7 MI (9.2 KM) EAST OF PALMETTO, IN
 DP6603'SECTION 23, TOWNSHIP 34 SOUTH, RANGE 18 EAST.
 DP6603'
 DP6603'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6603'ROAD 64 INCH (163 CM) BRADENTON, GO WEST ON STATE ROAD 64 FOR 0.8 MI
 DP6603'(1.3 KM) TO THE INTERSECTION OF 60TH STREET COURT EAST ON THE LEFT AND
 DP6603'CYPRESS CREEK BOULEVARD ON THE RIGHT.  TURN RIGHT ON CYPRESS CREEK
 DP6603'BOULEVARD AND GO NORTH FOR 0.9 MI (1.4 KM) TO THE CYPRESS STRAND
 DP6603'BRIDGE AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE
 DP6603'NORTHEAST WING WALL, ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF CYPRESS
 DP6603'CREEK BOULEVARD (KAYE ROAD).
 DP6603'
 DP6603'LOCATED 48.0 FT (14.6 M) EAST-NORTHEAST OF A STREAM GAUGE, 17.6 FT
 DP6603'(5.4 M) EAST OF THE APPROXIMATE CENTERLINE OF CYPRESS CREEK BOULEVARD
 DP6603'(KAYE ROAD), 6.0 FT (1.8 M) EAST OF A METAL GUARDRAIL AND 2.0 FT (0.6
 DP6603'M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DP6603
 DP6603                          STATION RECOVERY (2023)
 DP6603
 DP6603'RECOVERY NOTE BY CITY OF BRADENTON 2023 (DC)
 DP6603'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6604 ***********************************************************************
 DP6604  DESIGNATION -  25769 B
 DP6604  PID         -  DP6604
 DP6604  STATE/COUNTY-  FL/MANATEE
 DP6604  COUNTRY     -  US
 DP6604  USGS QUAD   -  PARRISH (2018)
 DP6604
 DP6604                         *CURRENT SURVEY CONTROL
 DP6604  ______________________________________________________________________
 DP6604* NAD 83(1986) POSITION- 27 30 21.09   (N) 082 28 53.17   (W)   HD_HELD1
 DP6604* NAVD 88 ORTHO HEIGHT -     1.679 (meters)        5.51  (feet) ADJUSTED
 DP6604  ______________________________________________________________________
 DP6604  GEOID HEIGHT    -        -24.601 (meters)                     GEOID18
 DP6604  DYNAMIC HEIGHT  -          1.676 (meters)        5.50  (feet) COMP
 DP6604  MODELED GRAVITY -    979,137.6   (mgal)                       NAVD 88
 DP6604
 DP6604  VERT ORDER      -  FIRST     CLASS II
 DP6604
 DP6604.The horizontal coordinates were determined by differentially corrected
 DP6604.hand held GPS observations or other comparable positioning techniques
 DP6604.and have an estimated accuracy of +/- 3 meters.
 DP6604
 DP6604.The orthometric height was determined by differential leveling and
 DP6604.adjusted by the NATIONAL GEODETIC SURVEY
 DP6604.in April 2015.
 DP6604
 DP6604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6604.GEOID18 height accuracy estimate available here.
 DP6604
 DP6604.Click photographs - Photos may exist for this station.
 DP6604
 DP6604.The dynamic height is computed by dividing the NAVD 88
 DP6604.geopotential number by the normal gravity value computed on the
 DP6604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6604.degrees latitude (g = 980.6199 gals.).
 DP6604
 DP6604.The modeled gravity was interpolated from observed gravity values.
 DP6604
 DP6604;                    North         East    Units  Estimated Accuracy
 DP6604;SPC FL W     -   351,546.0     152,433.3     MT  (+/- 3 meters HH1 GPS) 
 DP6604
 DP6604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5367343339(NAD 83)
 DP6604
 DP6604                          SUPERSEDED SURVEY CONTROL
 DP6604
 DP6604.No superseded survey control is available for this station.
 DP6604
 DP6604_MARKER: DD = SURVEY DISK
 DP6604_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP6604_SP_SET: BRIDGE WING WALL
 DP6604_STAMPING: 25769 B 2014
 DP6604_MARK LOGO: FLDEP
 DP6604_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6604+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2023
 DP6604
 DP6604  HISTORY     - Date     Condition        Report By
 DP6604  HISTORY     - 20140424 MONUMENTED       FLDEP
 DP6604  HISTORY     - 20230905 GOOD             COBFL
 DP6604
 DP6604                          STATION DESCRIPTION
 DP6604
 DP6604'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6604'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF PARRISH, 5.8 MI
 DP6604'(9.3 KM) EAST OF BRADENTON, 5.7 MI (9.2 KM) EAST OF PALMETTO, IN
 DP6604'ESTIMATED SECTION 23, TOWNSHIP 34 SOUTH, RANGE 18 EAST.
 DP6604'
 DP6604'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6604'ROAD 64 INCH (163 CM) BRADENTON, GO WEST ON STATE ROAD 64 FOR 0.8 MI
 DP6604'(1.3 KM) TO THE INTERSECTION OF 60TH STREET COURT EAST ON THE LEFT AND
 DP6604'CYPRESS CREEK BOULEVARD ON THE RIGHT.  TURN RIGHT ON CYPRESS CREEK
 DP6604'BOULEVARD AND GO NORTH FOR 0.9 MI (1.4 KM) TO THE CYPRESS STRAND
 DP6604'BRIDGE AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE NORTHWEST
 DP6604'WING WALL, ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF CYPRESS CREEK
 DP6604'BOULEVARD (KAYE ROAD).
 DP6604'
 DP6604'LOCATED 21.7 FT (6.6 M) WEST OF THE APPROXIMATE CENTERLINE OF CYPRESS
 DP6604'CREEK BOULEVARD (KAYE ROAD), 9.5 FT (2.9 M) WEST OF A METAL GUARDRAIL,
 DP6604'8.3 FT (2.5 M) NORTH-NORTHEAST OF A STREAM GAUGE AND 5.6 FT (1.7 M)
 DP6604'WEST OF A CARSONITE WITNESS POST.
 DP6604
 DP6604                          STATION RECOVERY (2023)
 DP6604
 DP6604'RECOVERY NOTE BY CITY OF BRADENTON 2023 (DC)
 DP6604'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6605 ***********************************************************************
 DP6605  DESIGNATION -  25772 A
 DP6605  PID         -  DP6605
 DP6605  STATE/COUNTY-  FL/MANATEE
 DP6605  COUNTRY     -  US
 DP6605  USGS QUAD   -  PARRISH (2018)
 DP6605
 DP6605                         *CURRENT SURVEY CONTROL
 DP6605  ______________________________________________________________________
 DP6605* NAD 83(1986) POSITION- 27 31 03.6    (N) 082 25 41.0    (W)   HD_HELD2
 DP6605* NAVD 88 ORTHO HEIGHT -     2.281 (meters)        7.48  (feet) ADJUSTED
 DP6605  ______________________________________________________________________
 DP6605  GEOID HEIGHT    -        -24.673 (meters)                     GEOID18
 DP6605  DYNAMIC HEIGHT  -          2.277 (meters)        7.47  (feet) COMP
 DP6605  MODELED GRAVITY -    979,136.9   (mgal)                       NAVD 88
 DP6605
 DP6605  VERT ORDER      -  FIRST     CLASS II
 DP6605
 DP6605.The horizontal coordinates were established by autonomous hand held GPS
 DP6605.observations and have an estimated accuracy of +/- 10 meters.
 DP6605
 DP6605.The orthometric height was determined by differential leveling and
 DP6605.adjusted by the NATIONAL GEODETIC SURVEY
 DP6605.in April 2015.
 DP6605
 DP6605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6605.GEOID18 height accuracy estimate available here.
 DP6605
 DP6605.Click photographs - Photos may exist for this station.
 DP6605
 DP6605.The dynamic height is computed by dividing the NAVD 88
 DP6605.geopotential number by the normal gravity value computed on the
 DP6605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6605.degrees latitude (g = 980.6199 gals.).
 DP6605
 DP6605.The modeled gravity was interpolated from observed gravity values.
 DP6605
 DP6605;                    North         East    Units  Estimated Accuracy
 DP6605;SPC FL W     -   352,835.      157,712.      MT  (+/- 10 meters HH2 GPS)
 DP6605
 DP6605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5896144585(NAD 83)
 DP6605
 DP6605                          SUPERSEDED SURVEY CONTROL
 DP6605
 DP6605.No superseded survey control is available for this station.
 DP6605
 DP6605_MARKER: DD = SURVEY DISK
 DP6605_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6605_STAMPING: 25772 A 2014
 DP6605_MARK LOGO: SWFWMD
 DP6605_PROJECTION: RECESSED 5 CENTIMETERS
 DP6605_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6605+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2016
 DP6605_ROD/PIPE-DEPTH: 5.6 meters
 DP6605
 DP6605  HISTORY     - Date     Condition        Report By
 DP6605  HISTORY     - 20140411 MONUMENTED       FLDEP
 DP6605  HISTORY     - 20160106 GOOD             FLDEP
 DP6605
 DP6605                          STATION DESCRIPTION
 DP6605
 DP6605'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6605'THE MARK IS ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF LORRAINE, 4.8 MI
 DP6605'(7.7 KM) SOUTH OF PARRISH, 3.7 MI (6.0 KM) WEST OF RYE, IN SECTION 17,
 DP6605'TOWNSHIP 34 SOUTH, RANGE 19 EAST.
 DP6605'
 DP6605'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6605'ROAD 64 INCH (163 CM) BRADENTON, GO EAST ON STATE ROAD 64 FOR 2.4 MI
 DP6605'(3.9 KM) TO THE INTERSECTION OF LAKEWOOD RANCH BOULEVARD ON THE RIGHT
 DP6605'AND UPPER MANATEE RIVER ROAD ON THE LEFT.  TURN LEFT ON UPPER MANATEE
 DP6605'RIVER ROAD AND GO NORTH AND NORTHEAST FOR 2.15 MI (3.5 KM) TO THE
 DP6605'JUNCTION OF A PRIVATE DRIVEWAY AT 5240 UPPER MANATEE RIVER ROAD ON THE
 DP6605'LEFT.  TURN LEFT ON THE PRIVATE DRIVEWAY AND GO NORTH ENTERING THE
 DP6605'GLORIA CLENDENON PROPERTY FOR 0.25 MI (0.4 KM) AND ALONG THE EAST
 DP6605'PROPERTY LINE TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DP6605'REFUSAL AT A DEPTH OF 18.5 FT (5.6 M) WITH A SURVEY DISK SET ON THE
 DP6605'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP6605'M) DEEP, FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY.
 DP6605'
 DP6605'LOCATED 96.0 FT (29.3 M) SOUTH OF A STREAM GAUGE, 76.0 FT (23.2 M)
 DP6605'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE CLENDENON HOUSE, 35.1 FT
 DP6605'(10.7 M) SOUTH OF SURVEY MARK 25772 B, 1.6 FT (0.5 M) WEST OF A CHAIN
 DP6605'LINK FENCE AND 1.4 FT (0.4 M) WEST OF A CARSONITE WITNESS POST.
 DP6605'
 DP6605'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6605'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP6605
 DP6605                          STATION RECOVERY (2016)
 DP6605
 DP6605'RECOVERY NOTE BY FL DEPT OF ENV PRO 2016 (PBM)
 DP6605'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6606 ***********************************************************************
 DP6606  DESIGNATION -  25772 B
 DP6606  PID         -  DP6606
 DP6606  STATE/COUNTY-  FL/MANATEE
 DP6606  COUNTRY     -  US
 DP6606  USGS QUAD   -  PARRISH (2018)
 DP6606
 DP6606                         *CURRENT SURVEY CONTROL
 DP6606  ______________________________________________________________________
 DP6606* NAD 83(1986) POSITION- 27 31 04.0    (N) 082 25 40.9    (W)   HD_HELD2
 DP6606* NAVD 88 ORTHO HEIGHT -     2.192 (meters)        7.19  (feet) ADJUSTED
 DP6606  ______________________________________________________________________
 DP6606  GEOID HEIGHT    -        -24.673 (meters)                     GEOID18
 DP6606  DYNAMIC HEIGHT  -          2.188 (meters)        7.18  (feet) COMP
 DP6606  MODELED GRAVITY -    979,136.9   (mgal)                       NAVD 88
 DP6606
 DP6606  VERT ORDER      -  FIRST     CLASS II
 DP6606
 DP6606.The horizontal coordinates were established by autonomous hand held GPS
 DP6606.observations and have an estimated accuracy of +/- 10 meters.
 DP6606
 DP6606.The orthometric height was determined by differential leveling and
 DP6606.adjusted by the NATIONAL GEODETIC SURVEY
 DP6606.in April 2015.
 DP6606
 DP6606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6606.GEOID18 height accuracy estimate available here.
 DP6606
 DP6606.Click photographs - Photos may exist for this station.
 DP6606
 DP6606.The dynamic height is computed by dividing the NAVD 88
 DP6606.geopotential number by the normal gravity value computed on the
 DP6606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6606.degrees latitude (g = 980.6199 gals.).
 DP6606
 DP6606.The modeled gravity was interpolated from observed gravity values.
 DP6606
 DP6606;                    North         East    Units  Estimated Accuracy
 DP6606;SPC FL W     -   352,847.      157,715.      MT  (+/- 10 meters HH2 GPS)
 DP6606
 DP6606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5896444598(NAD 83)
 DP6606
 DP6606                          SUPERSEDED SURVEY CONTROL
 DP6606
 DP6606.No superseded survey control is available for this station.
 DP6606
 DP6606_MARKER: DD = SURVEY DISK
 DP6606_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6606_STAMPING: 25772 B 2014
 DP6606_MARK LOGO: SWFWMD
 DP6606_PROJECTION: FLUSH
 DP6606_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6606+STABILITY: SURFACE MOTION
 DP6606_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6606+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2014
 DP6606_ROD/PIPE-DEPTH: 11.4 meters
 DP6606
 DP6606  HISTORY     - Date     Condition        Report By
 DP6606  HISTORY     - 20140411 MONUMENTED       FLDEP
 DP6606
 DP6606                          STATION DESCRIPTION
 DP6606
 DP6606'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6606'THE MARK IS ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF LORRAINE, 4.8 MI
 DP6606'(7.7 KM) SOUTH OF PARRISH, 3.7 MI (6.0 KM) WEST OF RYE, IN SECTION 17,
 DP6606'TOWNSHIP 34 SOUTH, RANGE 19 EAST.
 DP6606'
 DP6606'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6606'ROAD 64 INCH (163 CM) BRADENTON, GO EAST ON STATE ROAD 64 FOR 2.4 MI
 DP6606'(3.9 KM) TO THE INTERSECTION OF LAKEWOOD RANCH BOULEVARD ON THE RIGHT
 DP6606'AND UPPER MANATEE RIVER ROAD ON THE LEFT.  TURN LEFT ON UPPER MANATEE
 DP6606'RIVER ROAD AND GO NORTH AND NORTHEAST FOR 2.15 MI (3.5 KM) TO THE
 DP6606'JUNCTION OF A PRIVATE DRIVEWAY AT 5240 UPPER MANATEE RIVER ROAD ON THE
 DP6606'LEFT.  TURN LEFT ON THE PRIVATE DRIVEWAY AND GO NORTH ENTERING THE
 DP6606'GLORIA CLENDENON PROPERTY FOR 0.25 MI (0.4 KM) AND ALONG THE EAST
 DP6606'PROPERTY LINE TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DP6606'REFUSAL AT A DEPTH OF 37.3 FT (11.4 M) WITH A SURVEY DISK SET ON THE
 DP6606'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP6606'M) DEEP, FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY.
 DP6606'
 DP6606'LOCATED 79.6 FT (24.3 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 DP6606'CLENDENON HOUSE, 61.0 FT (18.6 M) SOUTH OF A STREAM GAUGE, 35.1 FT
 DP6606'(10.7 M) NORTH OF SURVEY MARK 25772 A, 1.6 FT (0.5 M) WEST OF A CHAIN
 DP6606'LINK FENCE AND 1.4 FT (0.4 M) WEST OF A CARSONITE WITNESS POST.
 DP6606'
 DP6606'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6606'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3845 ***********************************************************************
 DQ3845  DESIGNATION -  25773 A
 DQ3845  PID         -  DQ3845
 DQ3845  STATE/COUNTY-  FL/MANATEE
 DQ3845  COUNTRY     -  US
 DQ3845  USGS QUAD   -  PARRISH (2018)
 DQ3845
 DQ3845                         *CURRENT SURVEY CONTROL
 DQ3845  ______________________________________________________________________
 DQ3845* NAD 83(1986) POSITION- 27 31 09.9    (N) 082 24 07.2    (W)   HD_HELD2
 DQ3845* NAVD 88 ORTHO HEIGHT -     3.632 (meters)       11.92  (feet) ADJUSTED
 DQ3845  ______________________________________________________________________
 DQ3845  GEOID HEIGHT    -        -24.705 (meters)                     GEOID18
 DQ3845  DYNAMIC HEIGHT  -          3.626 (meters)       11.90  (feet) COMP
 DQ3845  MODELED GRAVITY -    979,136.0   (mgal)                       NAVD 88
 DQ3845
 DQ3845  VERT ORDER      -  FIRST     CLASS II
 DQ3845
 DQ3845.The horizontal coordinates were established by autonomous hand held GPS
 DQ3845.observations and have an estimated accuracy of +/- 10 meters.
 DQ3845
 DQ3845.The orthometric height was determined by differential leveling and
 DQ3845.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3845.in December 2016.
 DQ3845
 DQ3845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3845.GEOID18 height accuracy estimate available here.
 DQ3845
 DQ3845.Click photographs - Photos may exist for this station.
 DQ3845
 DQ3845.The dynamic height is computed by dividing the NAVD 88
 DQ3845.geopotential number by the normal gravity value computed on the
 DQ3845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3845.degrees latitude (g = 980.6199 gals.).
 DQ3845
 DQ3845.The modeled gravity was interpolated from observed gravity values.
 DQ3845
 DQ3845;                    North         East    Units  Estimated Accuracy
 DQ3845;SPC FL W     -   353,020.      160,287.      MT  (+/- 10 meters HH2 GPS)
 DQ3845
 DQ3845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6153744750(NAD 83)
 DQ3845
 DQ3845                          SUPERSEDED SURVEY CONTROL
 DQ3845
 DQ3845.No superseded survey control is available for this station.
 DQ3845
 DQ3845_MARKER: DD = SURVEY DISK
 DQ3845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3845_STAMPING: 25773 A 2016
 DQ3845_MARK LOGO: SWFWMD
 DQ3845_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3845_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3845+STABILITY: SURFACE MOTION
 DQ3845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3845+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2016
 DQ3845
 DQ3845  HISTORY     - Date     Condition        Report By
 DQ3845  HISTORY     - 20160404 MONUMENTED       FLDEP
 DQ3845
 DQ3845                          STATION DESCRIPTION
 DQ3845
 DQ3845'DESCRIBED BY FL DEPT OF ENV PRO 2016 (PBM)
 DQ3845'THE MARK IS ABOUT 6.1 MI (9.8 KM) NORTH OF LORRAINE, 4.8 MI (7.7 KM)
 DQ3845'SOUTH-SOUTHEAST OF PARRISH, 2.1 MI (3.4 KM) WEST-NORTHWEST OF RYE, IN
 DQ3845'SECTION 16, TOWNSHIP 34 SOUTH, RANGE 19 EAST.
 DQ3845'
 DQ3845'TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND STATE ROAD 64
 DQ3845'ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF ELLENTON, GO EAST ON STATE ROAD 64
 DQ3845'FOR 2.4 MI (3.9 KM) TO THE INTERSECTION OF LAKEWOOD RANCH BOULEVARD ON
 DQ3845'THE RIGHT AND UPPER MANATEE RIVER ROAD ON THE LEFT.  TURN LEFT ON
 DQ3845'MANATEE RIVER ROAD AND GO NORTH AND WEST FOR 3.7 MI (6.0 KM) TO THE
 DQ3845'JUNCTION OF GLORY WAY BOULEVARD ON THE LEFT (ENTRANCE TO THE CHRISTIAN
 DQ3845'RETREAT).  TURN LEFT ON GLORY WAY BOULEVARD AND GO NORTH FOR 0.4 MI
 DQ3845'(0.6 KM) TO THE ENTRANCE TO A PARKING LOT ON THE RIGHT.  TURN RIGHT
 DQ3845'INTO THE PARKING LOT AND GO EASTERLY FOR 0.1 MI (0.2 KM) TO A TRACK
 DQ3845'ROAD ALONG THE TREE LINE.  TURN LEFT ON THE TRACK ROAD AND GO NORTH
 DQ3845'FOR ABOUT 47.0 FT (14.3 M) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DQ3845'DRIVEN TO A DEPTH OF 29.0 FT (8.8 M) WITH A SURVEY DISK ON THE TOP AND
 DQ3845'SET IN THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE MONUMENT RECESSED
 DQ3845'0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 0.6 FT (18 CM) ABOVE
 DQ3845'THE LEVEL OF THE TRACK ROAD.
 DQ3845'
 DQ3845'LOCATED 134.3 FT (40.9 M) SOUTH OF SURVEY MARK 25773 B, 63.0 FT (19.2
 DQ3845'M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE STUCCO BUILDING, 34.0
 DQ3845'FT (10.4 M) EAST OF THE NORTH END OF A 14.0 FT (4.3 M) LONG PROPANE
 DQ3845'TANK, 12.3 FT (3.7 M) SOUTHEAST OF A 1.0 FT (0.3 M) IN DIAMETER
 DQ3845'CABBAGE PALM TREE AND 7.6 FT (2.3 M) WEST OF A CARSONITE WITNESS POST.
 DQ3845'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DQ3845'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3846 ***********************************************************************
 DQ3846  DESIGNATION -  25773 B
 DQ3846  PID         -  DQ3846
 DQ3846  STATE/COUNTY-  FL/MANATEE
 DQ3846  COUNTRY     -  US
 DQ3846  USGS QUAD   -  PARRISH (2018)
 DQ3846
 DQ3846                         *CURRENT SURVEY CONTROL
 DQ3846  ______________________________________________________________________
 DQ3846* NAD 83(1986) POSITION- 27 31 11.2    (N) 082 24 07.4    (W)   HD_HELD2
 DQ3846* NAVD 88 ORTHO HEIGHT -     3.461 (meters)       11.36  (feet) ADJUSTED
 DQ3846  ______________________________________________________________________
 DQ3846  GEOID HEIGHT    -        -24.705 (meters)                     GEOID18
 DQ3846  DYNAMIC HEIGHT  -          3.456 (meters)       11.34  (feet) COMP
 DQ3846  MODELED GRAVITY -    979,136.1   (mgal)                       NAVD 88
 DQ3846
 DQ3846  VERT ORDER      -  FIRST     CLASS II
 DQ3846
 DQ3846.The horizontal coordinates were established by autonomous hand held GPS
 DQ3846.observations and have an estimated accuracy of +/- 10 meters.
 DQ3846
 DQ3846.The orthometric height was determined by differential leveling and
 DQ3846.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3846.in December 2016.
 DQ3846
 DQ3846.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3846.GEOID18 height accuracy estimate available here.
 DQ3846
 DQ3846.Click photographs - Photos may exist for this station.
 DQ3846
 DQ3846.The dynamic height is computed by dividing the NAVD 88
 DQ3846.geopotential number by the normal gravity value computed on the
 DQ3846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3846.degrees latitude (g = 980.6199 gals.).
 DQ3846
 DQ3846.The modeled gravity was interpolated from observed gravity values.
 DQ3846
 DQ3846;                    North         East    Units  Estimated Accuracy
 DQ3846;SPC FL W     -   353,060.      160,281.      MT  (+/- 10 meters HH2 GPS)
 DQ3846
 DQ3846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6153244790(NAD 83)
 DQ3846
 DQ3846                          SUPERSEDED SURVEY CONTROL
 DQ3846
 DQ3846.No superseded survey control is available for this station.
 DQ3846
 DQ3846_MARKER: DD = SURVEY DISK
 DQ3846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3846_STAMPING: 25773 B 2016
 DQ3846_MARK LOGO: SWFWMD
 DQ3846_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3846+STABILITY: SURFACE MOTION
 DQ3846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3846+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2016
 DQ3846
 DQ3846  HISTORY     - Date     Condition        Report By
 DQ3846  HISTORY     - 20160404 MONUMENTED       FLDEP
 DQ3846
 DQ3846                          STATION DESCRIPTION
 DQ3846
 DQ3846'DESCRIBED BY FL DEPT OF ENV PRO 2016 (PBM)
 DQ3846'THE MARK IS ABOUT 6.1 MI (9.8 KM) NORTH OF LORRAINE, 4.8 MI (7.7 KM)
 DQ3846'SOUTH-SOUTHEAST OF PARRISH, 2.1 MI (3.4 KM) WEST-NORTHWEST OF RYE, IN
 DQ3846'SECTION 16, TOWNSHIP 34 SOUTH, RANGE 19 EAST.
 DQ3846'
 DQ3846'TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND STATE ROAD 64
 DQ3846'ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF ELLENTON, GO EAST ON STATE ROAD 64
 DQ3846'FOR 2.4 MI (3.9 KM) TO THE INTERSECTION OF LAKEWOOD RANCH BOULEVARD ON
 DQ3846'THE RIGHT AND UPPER MANATEE RIVER ROAD ON THE LEFT.  TURN LEFT ON
 DQ3846'MANATEE RIVER ROAD AND GO NORTH AND WEST FOR 3.7 MI (6.0 KM) TO THE
 DQ3846'JUNCTION OF GLORY WAY BOULEVARD ON THE LEFT (ENTRANCE TO THE CHRISTIAN
 DQ3846'RETREAT).  TURN LEFT ON GLORY WAY BOULEVARD AND GO NORTH FOR 0.4 MI
 DQ3846'(0.6 KM) TO THE ENTRANCE TO A PARKING LOT ON THE RIGHT.  TURN RIGHT
 DQ3846'INTO THE PARKING LOT AND GO EASTERLY FOR 0.1 MI (0.2 KM) TO A TRACK
 DQ3846'ROAD ALONG THE TREE LINE.  TURN LEFT ON THE TRACK ROAD AND GO NORTH
 DQ3846'FOR ABOUT 163.0 FT (49.7 M) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DQ3846'DRIVEN TO A DEPTH OF 33.0 FT (10.1 M) WITH A SURVEY DISK ON THE TOP
 DQ3846'AND SET IN THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DQ3846'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL
 DQ3846'WITH THE TRACK ROAD.
 DQ3846'
 DQ3846'LOCATED 134.3 FT (40.9 M) NORTH OF SURVEY MARK 25772 A, 88.5 FT (27.0
 DQ3846'M) NORTHEAST OF THE NORTHEAST CORNER OF THE STUCCO BUILDING, 25.0 FT
 DQ3846'(7.6 M) NORTH-NORTHEAST OF A 20-INCH (51 CM) IN DIAMETER PECAN TREE,
 DQ3846'13.8 FT (4.2 M) SOUTH OF A 4-INCH (10 CM) SQUARE WOODEN POST WITH A
 DQ3846'CABLE ATTACHED, 12.5 FT (3.8 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DQ3846'THE TRACK ROAD AND 11.0 FT (3.4 M) WEST OF A CARSONITE WITNESS POST.
 DQ3846'
 DQ3846'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DQ3846'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6710 ***********************************************************************
 DP6710  DESIGNATION -  25804 A
 DP6710  PID         -  DP6710
 DP6710  STATE/COUNTY-  FL/MANATEE
 DP6710  COUNTRY     -  US
 DP6710  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6710
 DP6710                         *CURRENT SURVEY CONTROL
 DP6710  ______________________________________________________________________
 DP6710* NAD 83(1986) POSITION- 27 23 34.8    (N) 082 08 20.8    (W)   HD_HELD2
 DP6710* NAVD 88 ORTHO HEIGHT -    12.416 (meters)       40.73  (feet) ADJUSTED
 DP6710  ______________________________________________________________________
 DP6710  GEOID HEIGHT    -        -24.663 (meters)                     GEOID18
 DP6710  DYNAMIC HEIGHT  -         12.397 (meters)       40.67  (feet) COMP
 DP6710  MODELED GRAVITY -    979,132.2   (mgal)                       NAVD 88
 DP6710
 DP6710  VERT ORDER      -  SECOND    CLASS I
 DP6710
 DP6710.The horizontal coordinates were established by autonomous hand held GPS
 DP6710.observations and have an estimated accuracy of +/- 10 meters.
 DP6710
 DP6710.The orthometric height was determined by differential leveling and
 DP6710.adjusted by the NATIONAL GEODETIC SURVEY
 DP6710.in July 2015.
 DP6710
 DP6710.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6710.GEOID18 height accuracy estimate available here.
 DP6710
 DP6710.Click photographs - Photos may exist for this station.
 DP6710
 DP6710.The dynamic height is computed by dividing the NAVD 88
 DP6710.geopotential number by the normal gravity value computed on the
 DP6710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6710.degrees latitude (g = 980.6199 gals.).
 DP6710
 DP6710.The modeled gravity was interpolated from observed gravity values.
 DP6710
 DP6710;                    North         East    Units  Estimated Accuracy
 DP6710;SPC FL W     -   338,956.      186,242.      MT  (+/- 10 meters HH2 GPS)
 DP6710
 DP6710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8737430479(NAD 83)
 DP6710
 DP6710                          SUPERSEDED SURVEY CONTROL
 DP6710
 DP6710.No superseded survey control is available for this station.
 DP6710
 DP6710_MARKER: DD = SURVEY DISK
 DP6710_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DP6710_STAMPING: 25804 A 2008
 DP6710_MARK LOGO: SFLWMD
 DP6710_PROJECTION: PROJECTING 91 CENTIMETERS
 DP6710_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6710+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2014
 DP6710_ROD/PIPE-DEPTH: 1.5 meters
 DP6710
 DP6710  HISTORY     - Date     Condition        Report By
 DP6710  HISTORY     - 20100519 MONUMENTED       SFLWMD
 DP6710  HISTORY     - 20140410 GOOD             FLDEP
 DP6710
 DP6710                          STATION DESCRIPTION
 DP6710
 DP6710'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6710'THE MARK IS ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF MYAKKA HEAD, 5.7 MI
 DP6710'(9.2 KM) NORTH-NORTHWEST OF EDGEVILLE, 3.3 MI (5.3 KM) NORTH-NORTHEAST
 DP6710'OF MYAKKA CITY, IN SECTION 31, TOWNSHIP 35 SOUTH, RANGE 22 EAST.
 DP6710'
 DP6710'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6710'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6710'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6710'4.1 MI (6.6 KM) TO THE JUNCTION OF A GATED ENTRANCE TO A DIM TRAIL
 DP6710'LEADING TO A WELL SITE ON THE LEFT.  TURN LEFT ON THE DIM TRAIL AND GO
 DP6710'WESTERLY FOR ABOUT 0.4 MI (0.6 KM) TO THE MARK, AN ALUMINUM PIPE
 DP6710'DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP PROJECTING
 DP6710'3.0 FT (0.9 M) ABOVE LEVEL OF THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DP6710'LOCATED ABOUT 245.0 FT (74.7 M) EAST OF SURVEY MARK 25804 B, 15.4 FT
 DP6710'(4.7 M) NORTH OF WELL NUMBER 25001, 9.3 FT (2.8 M) NORTHEAST OF A
 DP6710'12-INCH (30 CM) DIAMETER WATER OAK TREE AND 0.7 FT (21 CM)
 DP6710'WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6711 ***********************************************************************
 DP6711  DESIGNATION -  25804 B
 DP6711  PID         -  DP6711
 DP6711  STATE/COUNTY-  FL/MANATEE
 DP6711  COUNTRY     -  US
 DP6711  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6711
 DP6711                         *CURRENT SURVEY CONTROL
 DP6711  ______________________________________________________________________
 DP6711* NAD 83(1986) POSITION- 27 23 34.7    (N) 082 08 23.5    (W)   HD_HELD2
 DP6711* NAVD 88 ORTHO HEIGHT -    12.409 (meters)       40.71  (feet) ADJUSTED
 DP6711  ______________________________________________________________________
 DP6711  GEOID HEIGHT    -        -24.663 (meters)                     GEOID18
 DP6711  DYNAMIC HEIGHT  -         12.391 (meters)       40.65  (feet) COMP
 DP6711  MODELED GRAVITY -    979,132.1   (mgal)                       NAVD 88
 DP6711
 DP6711  VERT ORDER      -  SECOND    CLASS I
 DP6711
 DP6711.The horizontal coordinates were established by autonomous hand held GPS
 DP6711.observations and have an estimated accuracy of +/- 10 meters.
 DP6711
 DP6711.The orthometric height was determined by differential leveling and
 DP6711.adjusted by the NATIONAL GEODETIC SURVEY
 DP6711.in July 2015.
 DP6711
 DP6711.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6711.GEOID18 height accuracy estimate available here.
 DP6711
 DP6711.Click photographs - Photos may exist for this station.
 DP6711
 DP6711.The dynamic height is computed by dividing the NAVD 88
 DP6711.geopotential number by the normal gravity value computed on the
 DP6711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6711.degrees latitude (g = 980.6199 gals.).
 DP6711
 DP6711.The modeled gravity was interpolated from observed gravity values.
 DP6711
 DP6711;                    North         East    Units  Estimated Accuracy
 DP6711;SPC FL W     -   338,953.      186,167.      MT  (+/- 10 meters HH2 GPS)
 DP6711
 DP6711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8729930477(NAD 83)
 DP6711
 DP6711                          SUPERSEDED SURVEY CONTROL
 DP6711
 DP6711.No superseded survey control is available for this station.
 DP6711
 DP6711_MARKER: DD = SURVEY DISK
 DP6711_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DP6711_STAMPING: 25804 B 2008
 DP6711_MARK LOGO: SFLWMD
 DP6711_PROJECTION: PROJECTING 91 CENTIMETERS
 DP6711_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6711+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2014
 DP6711_ROD/PIPE-DEPTH: 1.5 meters
 DP6711
 DP6711  HISTORY     - Date     Condition        Report By
 DP6711  HISTORY     - 20100518 MONUMENTED       SFLWMD
 DP6711  HISTORY     - 20140410 GOOD             FLDEP
 DP6711
 DP6711                          STATION DESCRIPTION
 DP6711
 DP6711'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6711'THE MARK IS ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF MYAKKA HEAD, 5.7 MI
 DP6711'(9.2 KM) NORTH-NORTHWEST OF EDGEVILLE, 3.3 MI (5.3 KM) NORTH-NORTHEAST
 DP6711'OF MYAKKA CITY, IN SECTION 31, TOWNSHIP 35 SOUTH, RANGE 22 EAST.
 DP6711'
 DP6711'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6711'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6711'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6711'4.1 MI (6.6 KM) TO THE JUNCTION OF A GATED ENTRANCE TO A DIM TRAIL
 DP6711'LEADING TO A WELL SITE ON THE LEFT.  TURN LEFT ON THE DIM TRAIL AND GO
 DP6711'WESTERLY FOR ABOUT 0.4 MI (0.6 KM) TO A WELL SITE ON THE RIGHT AND A
 DP6711'DIM TRAIL LEADING TO A WETLAND ON THE LEFT.  TURN LEFT ON THE DIM
 DP6711'TRAIL LEADING TO A WETLAND AND GO WEST ENTERING THE WETLAND AREA FOR
 DP6711'ABOUT 250.0 FT (76.2 M) TO A WELL AND THE MARK, AN ALUMINUM PIPE
 DP6711'DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP PROJECTING
 DP6711'3.0 FT (0.9 M) ABOVE LEVEL OF THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DP6711'LOCATED ABOUT 245.0 FT (74.7 M) WEST OF SURVEY MARK 25804 A, ABOUT
 DP6711'40.0 FT (12.2 M) WEST-NORTHWEST OF WELL SITE PLATFORM NUMBER 25946,
 DP6711'1.0 FT (0.3 M) NORTH OF STAFF NUMBER 25804, 1.0 FT (0.3 M) SOUTH OF
 DP6711'THE WELL 25804 AND 0.3 FT (9 CM) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6707 ***********************************************************************
 DP6707  DESIGNATION -  25806 A
 DP6707  PID         -  DP6707
 DP6707  STATE/COUNTY-  FL/MANATEE
 DP6707  COUNTRY     -  US
 DP6707  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6707
 DP6707                         *CURRENT SURVEY CONTROL
 DP6707  ______________________________________________________________________
 DP6707* NAD 83(1986) POSITION- 27 25 15.9    (N) 082 08 19.9    (W)   HD_HELD2
 DP6707* NAVD 88 ORTHO HEIGHT -    13.600 (meters)       44.62  (feet) ADJUSTED
 DP6707  ______________________________________________________________________
 DP6707  GEOID HEIGHT    -        -24.701 (meters)                     GEOID18
 DP6707  DYNAMIC HEIGHT  -         13.580 (meters)       44.55  (feet) COMP
 DP6707  MODELED GRAVITY -    979,134.1   (mgal)                       NAVD 88
 DP6707
 DP6707  VERT ORDER      -  SECOND    CLASS I
 DP6707
 DP6707.The horizontal coordinates were established by autonomous hand held GPS
 DP6707.observations and have an estimated accuracy of +/- 10 meters.
 DP6707
 DP6707.The orthometric height was determined by differential leveling and
 DP6707.adjusted by the NATIONAL GEODETIC SURVEY
 DP6707.in July 2015.
 DP6707
 DP6707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6707.GEOID18 height accuracy estimate available here.
 DP6707
 DP6707.Click photographs - Photos may exist for this station.
 DP6707
 DP6707.The dynamic height is computed by dividing the NAVD 88
 DP6707.geopotential number by the normal gravity value computed on the
 DP6707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6707.degrees latitude (g = 980.6199 gals.).
 DP6707
 DP6707.The modeled gravity was interpolated from observed gravity values.
 DP6707
 DP6707;                    North         East    Units  Estimated Accuracy
 DP6707;SPC FL W     -   342,068.      186,270.      MT  (+/- 10 meters HH2 GPS)
 DP6707
 DP6707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8742733590(NAD 83)
 DP6707
 DP6707                          SUPERSEDED SURVEY CONTROL
 DP6707
 DP6707.No superseded survey control is available for this station.
 DP6707
 DP6707_MARKER: DD = SURVEY DISK
 DP6707_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DP6707_STAMPING: 25806 A 2010
 DP6707_MARK LOGO: SFLWMD
 DP6707_PROJECTION: PROJECTING 91 CENTIMETERS
 DP6707_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6707+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2014
 DP6707_ROD/PIPE-DEPTH: 2.4 meters
 DP6707
 DP6707  HISTORY     - Date     Condition        Report By
 DP6707  HISTORY     - 20100519 MONUMENTED       SFLWMD
 DP6707  HISTORY     - 20140410 GOOD             FLDEP
 DP6707
 DP6707                          STATION DESCRIPTION
 DP6707
 DP6707'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6707'THE MARK IS ABOUT 7.6 MI (12.2 KM) NORTH-NORTHWEST OF EDGEVILLE, 5.1
 DP6707'MI (8.2 KM) NORTH-NORTHEAST OF MYAKKA CITY, 5.0 MI (8.0 KM) SOUTHWEST
 DP6707'OF MYAKKA HEAD, IN SECTION 19, TOWNSHIP 35 SOUTH, RANGE 22 EAST.
 DP6707'
 DP6707'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6707'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6707'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6707'6.2 MI (10.0 KM) TO THE JUNCTION OF TAYLOR ROAD ON THE LEFT AND THE
 DP6707'ENTRANCE TO THE FLAT FORD SWAMP PRESERVE ON THE LEFT.  TURN LEFT INTO
 DP6707'THE GATED ENTRANCE OF THE THE FLAT FORD SWAMP PRESERVE AND GO
 DP6707'NORTHWEST ON THE DIM TRAIL FOR ABOUT 0.25 MI (0.4 KM) TO THE JUNCTION
 DP6707'OF ANOTHER DIM TRAIL ON THE LEFT.  TURN LEFT ON THE DIM TRAIL AND GO
 DP6707'SOUTHWEST FOR ABOUT 0.15 MI (0.2 KM) TO A WETLAND ON THE MYAKKA RIVER.
 DP6707'CONTINUE NORTHWESTERLY INTO THE WETLAND FOR ABOUT 100.0 FT (30.5 M) TO
 DP6707'THE MARK, AN ALUMINUM PIPE DRIVEN INTO THE GROUND WITH A SURVEY DISK
 DP6707'SET ON THE TOP PROJECTING 3.0 FT (0.9 M) ABOVE THE LEVEL OF THE GROUND
 DP6707'AND 0.6 FT (18 CM) BELOW THE LEVEL OF THE DIM TRAIL.
 DP6707'
 DP6707'LOCATED 5.0 FT (1.5 M) WEST OF A GUM TREE WOODS LINE, 1.2 FT (0.4 M)
 DP6707'SOUTHWEST OF A 6-INCH (15 CM) SQUARE ALUMINUM WELL CASING BOX AND 0.8
 DP6707'FT (24 CM) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6706 ***********************************************************************
 DP6706  DESIGNATION -  25806 C
 DP6706  PID         -  DP6706
 DP6706  STATE/COUNTY-  FL/MANATEE
 DP6706  COUNTRY     -  US
 DP6706  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6706
 DP6706                         *CURRENT SURVEY CONTROL
 DP6706  ______________________________________________________________________
 DP6706* NAD 83(1986) POSITION- 27 25 15.4    (N) 082 08 18.8    (W)   HD_HELD2
 DP6706* NAVD 88 ORTHO HEIGHT -    12.916 (meters)       42.38  (feet) ADJUSTED
 DP6706  ______________________________________________________________________
 DP6706  GEOID HEIGHT    -        -24.701 (meters)                     GEOID18
 DP6706  DYNAMIC HEIGHT  -         12.897 (meters)       42.31  (feet) COMP
 DP6706  MODELED GRAVITY -    979,134.1   (mgal)                       NAVD 88
 DP6706
 DP6706  VERT ORDER      -  SECOND    CLASS I
 DP6706
 DP6706.The horizontal coordinates were established by autonomous hand held GPS
 DP6706.observations and have an estimated accuracy of +/- 10 meters.
 DP6706
 DP6706.The orthometric height was determined by differential leveling and
 DP6706.adjusted by the NATIONAL GEODETIC SURVEY
 DP6706.in July 2015.
 DP6706
 DP6706.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6706.GEOID18 height accuracy estimate available here.
 DP6706
 DP6706.Click photographs - Photos may exist for this station.
 DP6706
 DP6706.The dynamic height is computed by dividing the NAVD 88
 DP6706.geopotential number by the normal gravity value computed on the
 DP6706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6706.degrees latitude (g = 980.6199 gals.).
 DP6706
 DP6706.The modeled gravity was interpolated from observed gravity values.
 DP6706
 DP6706;                    North         East    Units  Estimated Accuracy
 DP6706;SPC FL W     -   342,052.      186,300.      MT  (+/- 10 meters HH2 GPS)
 DP6706
 DP6706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8745733575(NAD 83)
 DP6706
 DP6706                          SUPERSEDED SURVEY CONTROL
 DP6706
 DP6706.No superseded survey control is available for this station.
 DP6706
 DP6706_MARKER: DD = SURVEY DISK
 DP6706_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6706_STAMPING: 25806 C 2014
 DP6706_MARK LOGO: SFLWMD
 DP6706_PROJECTION: RECESSED 8 CENTIMETERS
 DP6706_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6706+STABILITY: SURFACE MOTION
 DP6706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6706+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2014
 DP6706_ROD/PIPE-DEPTH: 9.2 meters
 DP6706
 DP6706  HISTORY     - Date     Condition        Report By
 DP6706  HISTORY     - 20140423 MONUMENTED       FLDEP
 DP6706
 DP6706                          STATION DESCRIPTION
 DP6706
 DP6706'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6706'THE MARK IS ABOUT 7.6 MI (12.2 KM) NORTH-NORTHWEST OF EDGEVILLE, 5.1
 DP6706'MI (8.2 KM) NORTH-NORTHEAST OF MYAKKA CITY, 5.0 MI (8.0 KM) SOUTHWEST
 DP6706'OF MYAKKA HEAD, IN SECTION 19, TOWNSHIP 35 SOUTH, RANGE 22 EAST.
 DP6706'
 DP6706'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6706'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6706'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6706'6.2 MI (10.0 KM) TO THE JUNCTION OF TAYLOR ROAD ON THE LEFT AND THE
 DP6706'ENTRANCE TO THE FLAT FORD SWAMP PRESERVE ON THE LEFT.  TURN LEFT INTO
 DP6706'THE GATED ENTRANCE OF THE THE FLAT FORD SWAMP PRESERVE AND GO
 DP6706'NORTHWEST ON THE DIM TRAIL FOR ABOUT 0.25 MI (0.4 KM) TO THE JUNCTION
 DP6706'OF ANOTHER DIM TRAIL ON THE LEFT.  TURN LEFT ON THE DIM TRAIL AND GO
 DP6706'SOUTHWEST FOR ABOUT 0.15 MI (0.2 KM) TO A WETLAND ON THE MYAKKA RIVER
 DP6706'AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DP6706'OF 30.3 FT (9.2 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH
 DP6706'(30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED
 DP6706'0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE DIM
 DP6706'TRAIL.
 DP6706'
 DP6706'LOCATED 15.0 FT (4.6 M) SOUTHWEST OF A 7-INCH (18 CM) DIAMETER GUM
 DP6706'TREE, 6.7 FT (2.0 M) EAST OF AN 18-INCH (46 CM) DIAMETER GUM TREE, 5.9
 DP6706'FT (1.8 M) NORTHEAST OF A CARSONITE WITNESS POST AND 2.0 FT (0.6 M)
 DP6706'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE DIM TRAIL.
 DP6706'
 DP6706'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6706'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6722 ***********************************************************************
 DP6722  DESIGNATION -  25809 A
 DP6722  PID         -  DP6722
 DP6722  STATE/COUNTY-  FL/MANATEE
 DP6722  COUNTRY     -  US
 DP6722  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6722
 DP6722                         *CURRENT SURVEY CONTROL
 DP6722  ______________________________________________________________________
 DP6722* NAD 83(1986) POSITION- 27 22 58.9    (N) 082 09 30.0    (W)   HD_HELD2
 DP6722* NAVD 88 ORTHO HEIGHT -    11.973 (meters)       39.28  (feet) ADJUSTED
 DP6722  ______________________________________________________________________
 DP6722  GEOID HEIGHT    -        -24.644 (meters)                     GEOID18
 DP6722  DYNAMIC HEIGHT  -         11.954 (meters)       39.22  (feet) COMP
 DP6722  MODELED GRAVITY -    979,130.6   (mgal)                       NAVD 88
 DP6722
 DP6722  VERT ORDER      -  SECOND    CLASS I
 DP6722
 DP6722.The horizontal coordinates were established by autonomous hand held GPS
 DP6722.observations and have an estimated accuracy of +/- 10 meters.
 DP6722
 DP6722.The orthometric height was determined by differential leveling and
 DP6722.adjusted by the NATIONAL GEODETIC SURVEY
 DP6722.in July 2015.
 DP6722
 DP6722.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6722.GEOID18 height accuracy estimate available here.
 DP6722
 DP6722.Click photographs - Photos may exist for this station.
 DP6722
 DP6722.The dynamic height is computed by dividing the NAVD 88
 DP6722.geopotential number by the normal gravity value computed on the
 DP6722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6722.degrees latitude (g = 980.6199 gals.).
 DP6722
 DP6722.The modeled gravity was interpolated from observed gravity values.
 DP6722
 DP6722;                    North         East    Units  Estimated Accuracy
 DP6722;SPC FL W     -   337,853.      184,339.      MT  (+/- 10 meters HH2 GPS)
 DP6722
 DP6722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8546329392(NAD 83)
 DP6722
 DP6722                          SUPERSEDED SURVEY CONTROL
 DP6722
 DP6722.No superseded survey control is available for this station.
 DP6722
 DP6722_MARKER: DD = SURVEY DISK
 DP6722_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6722_STAMPING: 25809 A 2008
 DP6722_MARK LOGO: SFLWMD
 DP6722_PROJECTION: FLUSH
 DP6722_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6722+STABILITY: SURFACE MOTION
 DP6722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6722+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2014
 DP6722_ROD/PIPE-DEPTH: 3.05 meters
 DP6722
 DP6722  HISTORY     - Date     Condition        Report By
 DP6722  HISTORY     - 20080422 MONUMENTED       SFLWMD
 DP6722  HISTORY     - 20140409 GOOD             FLDEP
 DP6722
 DP6722                          STATION DESCRIPTION
 DP6722
 DP6722'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6722'THE MARK IS ABOUT 6.8 MI (10.9 KM) EAST OF VERNA, 5.6 MI (9.0 KM)
 DP6722'NORTH-NORTHWEST OF EDGEVILLE, 2.3 MI (3.7 KM) NORTH OF MYAKKA CITY, IN
 DP6722'SECTION 36, TOWNSHIP 35 SOUTH, RANGE 21 EAST.
 DP6722'
 DP6722'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6722'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6722'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD GO NORTH FOR 1.3
 DP6722'MI (2.1 KM) TO 9921 MYAKKA WAUCHULA ROAD ON THE LEFT AND A GATED DIM
 DP6722'ROAD ENTRANCE TO THE PACIFIC TOMATO GROWERS FARM NUMBER 5 GATE B ON
 DP6722'THE LEFT.  TURN LEFT ON THE DIM ACCESS ROAD AND GO NORTHERLY FOR 0.85
 DP6722'MI (1.4 KM) TO A CURVE IN THE ROAD, CURVE LEFT ON THE DIM ACCESS ROAD
 DP6722'AND GO WEST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DIM ACCESS ROAD
 DP6722'ON THE RIGHT.  TURN RIGHT ON THE DIM ACCESS ROAD AND GO NORTH FOR 0.25
 DP6722'MI (0.4 KM) TO SURVEY MARK J 771 ON THE RIGHT.  CONTINUE NORTH ON THE
 DP6722'DIM ACCESS ROAD FOR 0.2 MI (0.3 KM) TO A CURVE IN THE ROAD LEFT AND
 DP6722'THE JUNCTION OF A DIM ACCESS TRAIL ON THE RIGHT.  TURN RIGHT ON THE
 DP6722'DIM ACCESS TRAIL AND GO NORTH FOR ABOUT 200.0 FT (61.0 M) TO THE
 DP6722'JUNCTION OF A DIM TRAIL ON THE RIGHT.  TURN RIGHT ON THE DIM ACCESS
 DP6722'TRAIL AND GO NORTHEASTERLY FOR 0.2 MI (0.3 KM) TO A COVERED PUMP
 DP6722'STATION AND A DRAINAGE POND, BEAR LEFT AROUND THE PUMP STATION AND
 DP6722'POND AND GO NORTHEAST FOR ABOUT 0.1 MI (0.2 KM) TO THE END OF THE DIM
 DP6722'TRAIL AND THE ENTRANCE TO A WALKING TRAIL LEADING TO A WELL SITE ON
 DP6722'THE LEFT, ENTER THE WALKING TRAIL AND GO NORTHEASTERLY FOR ABOUT 150.0
 DP6722'FT (45.7 M) TO A METAL GATED ENTRANCE AT A WELL SITE AND SURVEY MARKS
 DP6722'25579 A AND 25579 B, ENTER THROUGH THE GATE.  TURN LEFT AND GO
 DP6722'NORTHWESTERLY ALONG A WALKING TRAIL ADJACENT TO A BARB WIRE FENCE FOR
 DP6722'ABOUT 475.0 FT (144.8 M) TO A WATER MONITORING WELL AND THE MARK, AN
 DP6722'ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP
 DP6722'AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 DP6722'AND LEVEL WITH THE WALKING TRAIL.
 DP6722'
 DP6722'LOCATED 132.5 FT (40.4 M) WEST OF SURVEY MARK 25809 B, 10.2 FT (3.1 M)
 DP6722'SOUTH OF A 5-INCH (13 CM) SQUARE METAL WELL CASING AND 0.4 FT (12 CM)
 DP6722'NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6721 ***********************************************************************
 DP6721  DESIGNATION -  25809 B
 DP6721  PID         -  DP6721
 DP6721  STATE/COUNTY-  FL/MANATEE
 DP6721  COUNTRY     -  US
 DP6721  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6721
 DP6721                         *CURRENT SURVEY CONTROL
 DP6721  ______________________________________________________________________
 DP6721* NAD 83(1986) POSITION- 27 22 58.5    (N) 082 09 28.7    (W)   HD_HELD2
 DP6721* NAVD 88 ORTHO HEIGHT -    11.913 (meters)       39.08  (feet) ADJUSTED
 DP6721  ______________________________________________________________________
 DP6721  GEOID HEIGHT    -        -24.644 (meters)                     GEOID18
 DP6721  DYNAMIC HEIGHT  -         11.895 (meters)       39.03  (feet) COMP
 DP6721  MODELED GRAVITY -    979,130.6   (mgal)                       NAVD 88
 DP6721
 DP6721  VERT ORDER      -  SECOND    CLASS I
 DP6721
 DP6721.The horizontal coordinates were established by autonomous hand held GPS
 DP6721.observations and have an estimated accuracy of +/- 10 meters.
 DP6721
 DP6721.The orthometric height was determined by differential leveling and
 DP6721.adjusted by the NATIONAL GEODETIC SURVEY
 DP6721.in July 2015.
 DP6721
 DP6721.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6721.GEOID18 height accuracy estimate available here.
 DP6721
 DP6721.Click photographs - Photos may exist for this station.
 DP6721
 DP6721.The dynamic height is computed by dividing the NAVD 88
 DP6721.geopotential number by the normal gravity value computed on the
 DP6721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6721.degrees latitude (g = 980.6199 gals.).
 DP6721
 DP6721.The modeled gravity was interpolated from observed gravity values.
 DP6721
 DP6721;                    North         East    Units  Estimated Accuracy
 DP6721;SPC FL W     -   337,841.      184,375.      MT  (+/- 10 meters HH2 GPS)
 DP6721
 DP6721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8549829380(NAD 83)
 DP6721
 DP6721                          SUPERSEDED SURVEY CONTROL
 DP6721
 DP6721.No superseded survey control is available for this station.
 DP6721
 DP6721_MARKER: DD = SURVEY DISK
 DP6721_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6721_STAMPING: 25809 B 2008
 DP6721_MARK LOGO: SFLWMD
 DP6721_PROJECTION: FLUSH
 DP6721_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6721+STABILITY: SURFACE MOTION
 DP6721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6721+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2014
 DP6721_ROD/PIPE-DEPTH: 3.05 meters
 DP6721
 DP6721  HISTORY     - Date     Condition        Report By
 DP6721  HISTORY     - 20080422 MONUMENTED       SFLWMD
 DP6721  HISTORY     - 20140409 GOOD             FLDEP
 DP6721
 DP6721                          STATION DESCRIPTION
 DP6721
 DP6721'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6721'THE MARK IS ABOUT 6.8 MI (10.9 KM) EAST OF VERNA, 5.6 MI (9.0 KM)
 DP6721'NORTH-NORTHWEST OF EDGEVILLE, 2.3 MI (3.7 KM) NORTH OF MYAKKA CITY, IN
 DP6721'SECTION 1, TOWNSHIP 36 SOUTH, RANGE 22 EAST.
 DP6721'
 DP6721'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6721'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6721'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6721'1.3 MI (2.1 KM) TO 9921 MYAKKA WAUCHULA ROAD ON THE LEFT AND A GATED
 DP6721'DIM ROAD ENTRANCE TO THE PACIFIC TOMATO GROWERS FARM NUMBER 5 GATE B
 DP6721'ON THE LEFT.  TURN LEFT ON THE DIM ACCESS ROAD AND GO NORTHERLY FOR
 DP6721'0.85 MI (1.4 KM) TO A CURVE (LEFT) IN THE ROAD, CURVE LEFT ON THE DIM
 DP6721'ACCESS ROAD AND GO WEST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DIM
 DP6721'ACCESS ROAD ON THE RIGHT.  TURN RIGHT ON THE DIM ACCESS ROAD AND GO
 DP6721'NORTH FOR 0.25 MI (0.4 KM) TO SURVEY MARK J 771 ON THE RIGHT.
 DP6721'CONTINUE NORTH ON THE DIM ACCESS ROAD FOR 0.2 MI (0.3 KM) TO A CURVE
 DP6721'IN THE ROAD LEFT AND THE JUNCTION OF A DIM ACCESS TRAIL ON THE RIGHT.
 DP6721'TURN RIGHT ON THE DIM ACCESS TRAIL AND GO NORTH FOR ABOUT 200.0 FT
 DP6721'(61.0 M) TO THE JUNCTION OF A DIM TRAIL ON THE RIGHT.  TURN RIGHT ON
 DP6721'THE DIM ACCESS TRAIL AND GO NORTHEASTERLY FOR 0.2 MI (0.3 KM) TO A
 DP6721'COVERED PUMP STATION AND A DRAINAGE POND, BEAR LEFT AROUND THE PUMP
 DP6721'STATION AND POND AND GO NORTHEAST FOR ABOUT 0.1 MI (0.2 KM) TO THE END
 DP6721'OF THE DIM TRAIL AND THE ENTRANCE TO A WALKING TRAIL LEADING TO A WELL
 DP6721'SITE ON THE LEFT, ENTER THE WALKING TRAIL AND GO NORTHEASTERLY FOR
 DP6721'ABOUT 150.0 FT (45.7 M) TO A METAL GATED ENTRANCE AT A WELL SITE AND
 DP6721'SURVEY MARKS 25579 A AND 25579 B, ENTER THROUGH THE GATE.  TURN LEFT
 DP6721'AND GO NORTHWESTERLY ALONG A WALKING TRAIL ADJACENT TO A BARB WIRE
 DP6721'FENCE FOR ABOUT 375.0 FT (114.3 M) TO THE MARK ON THE RIGHT, AN
 DP6721'ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP
 DP6721'AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 DP6721'AND LEVEL WITH THE WALKING TRAIL.
 DP6721'
 DP6721'LOCATED 132.5 FT (40.4 M) EAST OF SURVEY MARK 25809 A, 24.3 FT (7.4 M)
 DP6721'NORTH OF A BARB WIRE FENCE POST, 11.5 FT (3.5 M) NORTHEAST OF A
 DP6721'WALKING TRAIL, 11.1 FT (3.4 M) NORTH-NORTHWEST OF A 12-INCH (30 CM)
 DP6721'DIAMETER WATER OAK TREE AND 0.3 FT (9 CM) WEST OF A CARSONITE WITNESS
 DP6721'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6741 ***********************************************************************
 DP6741  DESIGNATION -  25815 A
 DP6741  PID         -  DP6741
 DP6741  STATE/COUNTY-  FL/MANATEE
 DP6741  COUNTRY     -  US
 DP6741  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6741
 DP6741                         *CURRENT SURVEY CONTROL
 DP6741  ______________________________________________________________________
 DP6741* NAD 83(1986) POSITION- 27 24 26.0    (N) 082 10 26.7    (W)   HD_HELD2
 DP6741* NAVD 88 ORTHO HEIGHT -    12.990 (meters)       42.62  (feet) ADJUSTED
 DP6741  ______________________________________________________________________
 DP6741  GEOID HEIGHT    -        -24.669 (meters)                     GEOID18
 DP6741  DYNAMIC HEIGHT  -         12.970 (meters)       42.55  (feet) COMP
 DP6741  MODELED GRAVITY -    979,131.4   (mgal)                       NAVD 88
 DP6741
 DP6741  VERT ORDER      -  SECOND    CLASS I
 DP6741
 DP6741.The horizontal coordinates were established by autonomous hand held GPS
 DP6741.observations and have an estimated accuracy of +/- 10 meters.
 DP6741
 DP6741.The orthometric height was determined by differential leveling and
 DP6741.adjusted by the NATIONAL GEODETIC SURVEY
 DP6741.in June 2015.
 DP6741
 DP6741.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6741.GEOID18 height accuracy estimate available here.
 DP6741
 DP6741.Click photographs - Photos may exist for this station.
 DP6741
 DP6741.The dynamic height is computed by dividing the NAVD 88
 DP6741.geopotential number by the normal gravity value computed on the
 DP6741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6741.degrees latitude (g = 980.6199 gals.).
 DP6741
 DP6741.The modeled gravity was interpolated from observed gravity values.
 DP6741
 DP6741;                    North         East    Units  Estimated Accuracy
 DP6741;SPC FL W     -   340,536.      182,785.      MT  (+/- 10 meters HH2 GPS)
 DP6741
 DP6741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8393032087(NAD 83)
 DP6741
 DP6741                          SUPERSEDED SURVEY CONTROL
 DP6741
 DP6741.No superseded survey control is available for this station.
 DP6741
 DP6741_MARKER: DD = SURVEY DISK
 DP6741_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DP6741_STAMPING: 25815 A 2010
 DP6741_MARK LOGO: SWFWMD
 DP6741_PROJECTION: PROJECTING 46 CENTIMETERS
 DP6741_MAGNETIC: P = MARKER IS A STEEL PIPE
 DP6741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6741+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2014
 DP6741_ROD/PIPE-DEPTH: 2.1 meters
 DP6741
 DP6741  HISTORY     - Date     Condition        Report By
 DP6741  HISTORY     - 20100519 MONUMENTED       SWFWMD
 DP6741  HISTORY     - 20140409 GOOD             FLDEP
 DP6741
 DP6741                          STATION DESCRIPTION
 DP6741
 DP6741'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6741'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTHWEST OF EDGEVILLE, 5.5 MI (8.8
 DP6741'KM) EAST-NORTHEAST OF VERNA, 4.0 MI (6.4 KM) NORTH-NORTHWEST OF MYAKKA
 DP6741'CITY, IN SECTION 26, TOWNSHIP 35 SOUTH, RANGE 21 EAST.  NOTE
 DP6741'PERMISSION NEEDED TO ACCESS PROPERTY, CONTACT GARRETT BARNES AT
 DP6741'941-741-8224.
 DP6741'
 DP6741'TO REACH THE MARK FROM THE WESTERNMOST JUNCTION OF STATE ROAD 70 AND
 DP6741'COUNTY ROAD 675, ABOUT 9.3 MI (15.0 KM) NORTHWEST OF MYAKKA CITY, GO
 DP6741'SOUTHEAST ON STATE ROAD 70 FOR 5.7 MI (9.2 KM) TO THE INTERSECTION OF
 DP6741'BETTS ROAD ON THE RIGHT AND OGLEBY CREEK ROAD ON THE LEFT.  TURN LEFT
 DP6741'ON OGLEBY CREEK ROAD AND GO NORTH AND EAST FOR 3.35 MI (5.4 KM) TO A
 DP6741'90-DEGREE TURN ON THE LEFT.  TURN LEFT AND CONTINUE NORTH ON AN
 DP6741'UNNAMED LIMESTONE ROAD ENTERING CLASSIE FARMS FOR 0.65 MI (1.0 KM) TO
 DP6741'THE T-JUNCTION OF ANOTHER UNNAMED LIMESTONE ROAD.  TURN RIGHT ON THE
 DP6741'LIMESTONE ROAD AND GO EAST FOR 0.8 MI (1.3 KM) TO THE T-JUNCTION OF A
 DP6741'SAND ROAD.  TURN RIGHT ON THE SAND ROAD AND GO SOUTH AND SOUTHEAST FOR
 DP6741'0.55 MI (0.9 KM) TO A BARB WIRE FENCE LINE.  TURN LEFT AND GO
 DP6741'NORTHEAST AND EAST ALONG THE BARB WIRE FENCE LINE AND SAND ROAD
 DP6741'THROUGH A PINE WOODS FOR 0.35 MI (0.6 KM) TO A METAL GATE ON THE
 DP6741'RIGHT.  TURN RIGHT AND GO THROUGH THE GATE, ENTERING THE GARRETT
 DP6741'BARNES PROPERTY AND GO SOUTHWEST ALONG THE SAND ROAD FOR ABOUT 100.0
 DP6741'FT (30.5 M) TO A CATTLE TRAIL ON THE LEFT, NOW ON FOOT TURN LEFT AND
 DP6741'GO SOUTHEAST ALONG THE TRAIL THROUGH A WETLAND FOR ABOUT 0.15 MI (0.2
 DP6741'KM) TO A WELL SITE AND THE MARK, A 3-INCH (8 CM) ALUMINUM PIPE DRIVEN
 DP6741'TO A DEPTH OF 7.0 FT (2.1 M) WITH A SURVEY DISK EPOXIED ON THE TOP,
 DP6741'PROJECTING 18-INCHES ABOVE THE LEVEL OF THE GROUND.
 DP6741'
 DP6741'LOCATED 263.0 FT (80.2 M) NORTHWEST OF SURVEY MARK 25815 B, 10.8 FT
 DP6741'(3.3 M) NORTHEAST OF A DEAD 5-TRUNK LIVE OAK TREE, 1.5 FT (0.5 M)
 DP6741'SOUTHEAST OF WELL PIPE 25814 AND 0.8 FT (24 CM) SOUTHEAST OF A
 DP6741'CARSONITE WITNESS POST.
 DP6741'
 DP6741'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6742 ***********************************************************************
 DP6742  DESIGNATION -  25815 B
 DP6742  PID         -  DP6742
 DP6742  STATE/COUNTY-  FL/MANATEE
 DP6742  COUNTRY     -  US
 DP6742  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6742
 DP6742                         *CURRENT SURVEY CONTROL
 DP6742  ______________________________________________________________________
 DP6742* NAD 83(1986) POSITION- 27 24 24.4    (N) 082 10 24.2    (W)   HD_HELD2
 DP6742* NAVD 88 ORTHO HEIGHT -    13.164 (meters)       43.19  (feet) ADJUSTED
 DP6742  ______________________________________________________________________
 DP6742  GEOID HEIGHT    -        -24.669 (meters)                     GEOID18
 DP6742  DYNAMIC HEIGHT  -         13.144 (meters)       43.12  (feet) COMP
 DP6742  MODELED GRAVITY -    979,131.4   (mgal)                       NAVD 88
 DP6742
 DP6742  VERT ORDER      -  SECOND    CLASS I
 DP6742
 DP6742.The horizontal coordinates were established by autonomous hand held GPS
 DP6742.observations and have an estimated accuracy of +/- 10 meters.
 DP6742
 DP6742.The orthometric height was determined by differential leveling and
 DP6742.adjusted by the NATIONAL GEODETIC SURVEY
 DP6742.in June 2015.
 DP6742
 DP6742.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6742.GEOID18 height accuracy estimate available here.
 DP6742
 DP6742.Click photographs - Photos may exist for this station.
 DP6742
 DP6742.The dynamic height is computed by dividing the NAVD 88
 DP6742.geopotential number by the normal gravity value computed on the
 DP6742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6742.degrees latitude (g = 980.6199 gals.).
 DP6742
 DP6742.The modeled gravity was interpolated from observed gravity values.
 DP6742
 DP6742;                    North         East    Units  Estimated Accuracy
 DP6742;SPC FL W     -   340,487.      182,854.      MT  (+/- 10 meters HH2 GPS)
 DP6742
 DP6742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8399932037(NAD 83)
 DP6742
 DP6742                          SUPERSEDED SURVEY CONTROL
 DP6742
 DP6742.No superseded survey control is available for this station.
 DP6742
 DP6742_MARKER: DD = SURVEY DISK
 DP6742_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DP6742_STAMPING: 25815 B 2010
 DP6742_MARK LOGO: SWFWMD
 DP6742_PROJECTION: PROJECTING 61 CENTIMETERS
 DP6742_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP6742_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6742+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2014
 DP6742_ROD/PIPE-DEPTH: 2.1 meters
 DP6742
 DP6742  HISTORY     - Date     Condition        Report By
 DP6742  HISTORY     - 20100519 MONUMENTED       SWFWMD
 DP6742  HISTORY     - 20140409 GOOD             FLDEP
 DP6742
 DP6742                          STATION DESCRIPTION
 DP6742
 DP6742'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6742'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTHWEST OF EDGEVILLE, 5.5 MI (8.8
 DP6742'KM) EAST-NORTHEAST OF VERNA, 4.0 MI (6.4 KM) NORTH-NORTHWEST OF MYAKKA
 DP6742'CITY, IN SECTION 26, TOWNSHIP 35 SOUTH, RANGE 21 EAST.  NOTE
 DP6742'PERMISSION NEEDED TO ACCESS PROPERTY, CONTACT GARRETT BARNES AT
 DP6742'941-741-8224.
 DP6742'
 DP6742'TO REACH THE MARK FROM THE WESTERNMOST JUNCTION OF STATE ROAD 70 AND
 DP6742'COUNTY ROAD 675, ABOUT 9.3 MI (15.0 KM) NORTHWEST OF MYAKKA CITY, GO
 DP6742'SOUTHEAST ON STATE ROAD 70 FOR 5.7 MI (9.2 KM) TO THE INTERSECTION OF
 DP6742'BETTS ROAD ON THE RIGHT AND OGLEBY CREEK ROAD ON THE LEFT.  TURN LEFT
 DP6742'ON OGLEBY CREEK ROAD AND GO NORTH AND EAST FOR 3.35 MI (5.4 KM) TO A
 DP6742'90-DEGREE TURN ON THE LEFT.  TURN LEFT AND CONTINUE NORTH ON AN
 DP6742'UNNAMED LIMESTONE ROAD ENTERING CLASSIE FARMS FOR 0.65 MI (1.0 KM) TO
 DP6742'THE T-JUNCTION OF ANOTHER UNNAMED LIMESTONE ROAD.  TURN RIGHT ON THE
 DP6742'LIMESTONE ROAD AND GO EAST FOR 0.8 MI (1.3 KM) TO THE T-JUNCTION OF A
 DP6742'SAND ROAD.  TURN RIGHT ON THE SAND ROAD AND GO SOUTH AND SOUTHEAST FOR
 DP6742'0.55 MI (0.9 KM) TO A BARB WIRE FENCE LINE.  TURN LEFT AND GO
 DP6742'NORTHEAST AND EAST ALONG THE BARB WIRE FENCE LINE AND SAND ROAD
 DP6742'THROUGH A PINE WOODS FOR 0.35 MI (0.6 KM) TO A METAL GATE ON THE
 DP6742'RIGHT.  TURN RIGHT AND GO THROUGH THE GATE, ENTERING THE GARRETT
 DP6742'BARNES PROPERTY AND GO SOUTHWEST ALONG THE SAND ROAD FOR ABOUT 100.0
 DP6742'FT (30.5 M) TO A CATTLE TRAIL ON THE LEFT, NOW ON FOOT TURN LEFT AND
 DP6742'GO SOUTHEAST ALONG THE TRAIL THROUGH A WETLAND FOR ABOUT 0.15 MI (0.2
 DP6742'KM) TO A WELL SITE.  CONTINUE SOUTHEAST THROUGH A WETLAND FOR ABOUT
 DP6742'265.0 FT (80.8 M) TO A STAFF GAUGE AND THE MARK, A 3-INCH (8 CM)
 DP6742'ALUMINUM PIPE DRIVEN TO A DEPTH OF 7.0 FT (2.1 M) WITH A SURVEY DISK
 DP6742'EPOXIED ON THE TOP, PROJECTING 24-INCHES ABOVE THE LEVEL OF THE
 DP6742'GROUND.
 DP6742'
 DP6742'LOCATED 263.0 FT (80.2 M) SOUTHEAST OF SURVEY MARK 25815 A, 1.0 FT
 DP6742'(0.3 M) SOUTH OF STAFF GAUGE 25815 AND 0.7 FT (21 CM) SOUTH OF A
 DP6742'CARSONITE WITNESS POST.
 DP6742'
 DP6742'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6643 ***********************************************************************
 DP6643  DESIGNATION -  25838 A
 DP6643  PID         -  DP6643
 DP6643  STATE/COUNTY-  FL/MANATEE
 DP6643  COUNTRY     -  US
 DP6643  USGS QUAD   -  PALMETTO (2018)
 DP6643
 DP6643                         *CURRENT SURVEY CONTROL
 DP6643  ______________________________________________________________________
 DP6643* NAD 83(1986) POSITION- 27 37 18.5    (N) 082 31 53.8    (W)   HD_HELD2
 DP6643* NAVD 88 ORTHO HEIGHT -     3.291 (meters)       10.80  (feet) ADJUSTED
 DP6643  ______________________________________________________________________
 DP6643  GEOID HEIGHT    -        -24.604 (meters)                     GEOID18
 DP6643  DYNAMIC HEIGHT  -          3.286 (meters)       10.78  (feet) COMP
 DP6643  MODELED GRAVITY -    979,152.2   (mgal)                       NAVD 88
 DP6643
 DP6643  VERT ORDER      -  FIRST     CLASS II
 DP6643
 DP6643.The horizontal coordinates were established by autonomous hand held GPS
 DP6643.observations and have an estimated accuracy of +/- 10 meters.
 DP6643
 DP6643.The orthometric height was determined by differential leveling and
 DP6643.adjusted by the NATIONAL GEODETIC SURVEY
 DP6643.in April 2015.
 DP6643
 DP6643.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6643.GEOID18 height accuracy estimate available here.
 DP6643
 DP6643.Click photographs - Photos may exist for this station.
 DP6643
 DP6643.The dynamic height is computed by dividing the NAVD 88
 DP6643.geopotential number by the normal gravity value computed on the
 DP6643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6643.degrees latitude (g = 980.6199 gals.).
 DP6643
 DP6643.The modeled gravity was interpolated from observed gravity values.
 DP6643
 DP6643;                    North         East    Units  Estimated Accuracy
 DP6643;SPC FL W     -   364,414.      147,531.      MT  (+/- 10 meters HH2 GPS)
 DP6643
 DP6643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4887556245(NAD 83)
 DP6643
 DP6643                          SUPERSEDED SURVEY CONTROL
 DP6643
 DP6643.No superseded survey control is available for this station.
 DP6643
 DP6643_MARKER: DD = SURVEY DISK
 DP6643_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6643_STAMPING: 25838 A 2014
 DP6643_MARK LOGO: FLDEP
 DP6643_PROJECTION: RECESSED 8 CENTIMETERS
 DP6643_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6643+STABILITY: SURFACE MOTION
 DP6643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6643+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2014
 DP6643_ROD/PIPE-DEPTH: 9.5 meters
 DP6643
 DP6643  HISTORY     - Date     Condition        Report By
 DP6643  HISTORY     - 20140703 MONUMENTED       FLDEP
 DP6643
 DP6643                          STATION DESCRIPTION
 DP6643
 DP6643'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6643'THE MARK IS ABOUT 8.9 MI (14.3 KM) NORTH-NORTHEAST OF BRADENTON, 7.4
 DP6643'MI (11.9 KM) NORTH-NORTHEAST OF PALMETTO, 6.9 MI (11.1 KM)
 DP6643'WEST-NORTHWEST OF PARRISH, IN ESTIMATED SECTION 8, TOWNSHIP 33 SOUTH,
 DP6643'RANGE 18 EAST.
 DP6643'
 DP6643'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DP6643'TRAIL) AND THE I-75 UNDERPASS IN RUBONIA, GO NORTH ON U.S. HIGHWAY 41
 DP6643'(TAMIAMI TRAIL) FOR 2.6 MI (4.2 KM) TO THE JUNCTION OF BUCKEYE ROAD ON
 DP6643'THE RIGHT.  TURN RIGHT ON BUCKEYE ROAD AND GO EAST FOR 0.4 MI (0.6 KM)
 DP6643'TO THE JUNCTION OF 31ST TERRACE EAST ON THE RIGHT.  TURN RIGHT ON 31ST
 DP6643'TERRACE EAST AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A 2
 DP6643'RUT GRASS COVERED DIM TRAIL ON THE LEFT LEADING TO A WELL SITE.  TURN
 DP6643'LEFT ON THE 2 RUT GRASS COVERED DIM TRAIL AND GO EASTERLY FOR ABOUT
 DP6643'350.0 FT (106.7 M) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DP6643'REFUSAL AT A DEPTH OF 31.3 FT (9.5 M) WITH A SURVEY DISK SET ON THE
 DP6643'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT, RECESSED 0.3 FT
 DP6643'(9 CM) BELOW THE LEVEL WITH THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DP6643'
 DP6643'LOCATED ABOUT 100.0 FT (30.5 M) WEST OF THE WEST EDGE OF A PLANTING
 DP6643'FIELD, 48.5 FT (14.8 M) NORTHEAST OF SURVEY MARK 25838 A, 21.2 FT (6.5
 DP6643'M) WEST OF A GRASS COVERED 2 RUT DIM TRAIL RUNNING NORTH-SOUTH AND 1.5
 DP6643'FT (0.5 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST.
 DP6643'
 DP6643'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6644 ***********************************************************************
 DP6644  DESIGNATION -  25838 B
 DP6644  PID         -  DP6644
 DP6644  STATE/COUNTY-  FL/MANATEE
 DP6644  COUNTRY     -  US
 DP6644  USGS QUAD   -  PALMETTO (2018)
 DP6644
 DP6644                         *CURRENT SURVEY CONTROL
 DP6644  ______________________________________________________________________
 DP6644* NAD 83(1986) POSITION- 27 37 18.1    (N) 082 31 54.7    (W)   HD_HELD2
 DP6644* NAVD 88 ORTHO HEIGHT -     3.256 (meters)       10.68  (feet) ADJUSTED
 DP6644  ______________________________________________________________________
 DP6644  GEOID HEIGHT    -        -24.604 (meters)                     GEOID18
 DP6644  DYNAMIC HEIGHT  -          3.252 (meters)       10.67  (feet) COMP
 DP6644  MODELED GRAVITY -    979,152.2   (mgal)                       NAVD 88
 DP6644
 DP6644  VERT ORDER      -  FIRST     CLASS II
 DP6644
 DP6644.The horizontal coordinates were established by autonomous hand held GPS
 DP6644.observations and have an estimated accuracy of +/- 10 meters.
 DP6644
 DP6644.The orthometric height was determined by differential leveling and
 DP6644.adjusted by the NATIONAL GEODETIC SURVEY
 DP6644.in April 2015.
 DP6644
 DP6644.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6644.GEOID18 height accuracy estimate available here.
 DP6644
 DP6644.Click photographs - Photos may exist for this station.
 DP6644
 DP6644.The dynamic height is computed by dividing the NAVD 88
 DP6644.geopotential number by the normal gravity value computed on the
 DP6644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6644.degrees latitude (g = 980.6199 gals.).
 DP6644
 DP6644.The modeled gravity was interpolated from observed gravity values.
 DP6644
 DP6644;                    North         East    Units  Estimated Accuracy
 DP6644;SPC FL W     -   364,402.      147,506.      MT  (+/- 10 meters HH2 GPS)
 DP6644
 DP6644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4885056233(NAD 83)
 DP6644
 DP6644                          SUPERSEDED SURVEY CONTROL
 DP6644
 DP6644.No superseded survey control is available for this station.
 DP6644
 DP6644_MARKER: DD = SURVEY DISK
 DP6644_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6644_STAMPING: 25838 B 2014
 DP6644_MARK LOGO: FLDEP
 DP6644_PROJECTION: RECESSED 5 CENTIMETERS
 DP6644_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6644+STABILITY: SURFACE MOTION
 DP6644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6644+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2014
 DP6644_ROD/PIPE-DEPTH: 8.5 meters
 DP6644
 DP6644  HISTORY     - Date     Condition        Report By
 DP6644  HISTORY     - 20140703 MONUMENTED       FLDEP
 DP6644
 DP6644                          STATION DESCRIPTION
 DP6644
 DP6644'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6644'THE MARK IS ABOUT 8.9 MI (14.3 KM) NORTH-NORTHEAST OF BRADENTON, 7.4
 DP6644'MI (11.9 KM) NORTH-NORTHEAST OF PALMETTO, 6.9 MI (11.1 KM)
 DP6644'WEST-NORTHWEST OF PARRISH, IN SECTION 7, TOWNSHIP 33 SOUTH, RANGE 18
 DP6644'EAST.
 DP6644'
 DP6644'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DP6644'TRAIL) AND THE I-75 UNDERPASS IN RUBONIA, GO NORTH ON U.S. HIGHWAY 41
 DP6644'(TAMIAMI TRAIL) FOR 2.6 MI (4.2 KM) TO THE JUNCTION OF BUCKEYE ROAD ON
 DP6644'THE RIGHT.  TURN RIGHT ON BUCKEYE ROAD AND GO EAST FOR 0.4 MI (0.6 KM)
 DP6644'TO THE JUNCTION OF 31ST TERRACE EAST ON THE RIGHT.  TURN RIGHT ON 31ST
 DP6644'TERRACE EAST AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A 2
 DP6644'RUT GRASS COVERED DIM TRAIL ON THE LEFT LEADING TO A WELL SITE.  TURN
 DP6644'LEFT ON THE 2 RUT GRASS COVERED DIM TRAIL AND GO EASTERLY FOR ABOUT
 DP6644'275.0 FT (83.8 M) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE
 DP6644'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 27.9 FT (8.5 M)
 DP6644'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP6644'CONCRETE MONUMENT 0.2 FT (6 CM) BELOW THE LEVEL WITH THE GROUND AND
 DP6644'LEVEL WITH THE DIM TRAIL.
 DP6644'
 DP6644'LOCATED 48.5 FT (14.8 M) NORTHEAST OF SURVEY MARK 25838 B, 33.7 FT
 DP6644'(10.3 M) EAST-NORTHEAST OF A WELL SHAFT, 26.5 FT (8.1 M) SOUTH OF A
 DP6644'GRASS COVERED 2 RUT DIM TRAIL RUNNING EAST-WEST AND 1.5 FT (0.5 M)
 DP6644'NORTHWEST OF A CARSONITE WITNESS POST.
 DP6644'
 DP6644'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6046 ***********************************************************************
 DP6046  DESIGNATION -  25851 A
 DP6046  PID         -  DP6046
 DP6046  STATE/COUNTY-  FL/SARASOTA
 DP6046  COUNTRY     -  US
 DP6046  USGS QUAD   -  VENICE (2018)
 DP6046
 DP6046                         *CURRENT SURVEY CONTROL
 DP6046  ______________________________________________________________________
 DP6046* NAD 83(1986) POSITION- 27 05 41.0    (N) 082 26 14.0    (W)   HD_HELD2
 DP6046* NAVD 88 ORTHO HEIGHT -     3.853 (meters)       12.64  (feet) ADJUSTED
 DP6046  ______________________________________________________________________
 DP6046  GEOID HEIGHT    -        -23.986 (meters)                     GEOID18
 DP6046  DYNAMIC HEIGHT  -          3.847 (meters)       12.62  (feet) COMP
 DP6046  MODELED GRAVITY -    979,127.5   (mgal)                       NAVD 88
 DP6046
 DP6046  VERT ORDER      -  FIRST     CLASS II
 DP6046
 DP6046.The horizontal coordinates were established by autonomous hand held GPS
 DP6046.observations and have an estimated accuracy of +/- 10 meters.
 DP6046
 DP6046.The orthometric height was determined by differential leveling and
 DP6046.adjusted by the NATIONAL GEODETIC SURVEY
 DP6046.in April 2015.
 DP6046
 DP6046.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6046.GEOID18 height accuracy estimate available here.
 DP6046
 DP6046.Click photographs - Photos may exist for this station.
 DP6046
 DP6046.The dynamic height is computed by dividing the NAVD 88
 DP6046.geopotential number by the normal gravity value computed on the
 DP6046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6046.degrees latitude (g = 980.6199 gals.).
 DP6046
 DP6046.The modeled gravity was interpolated from observed gravity values.
 DP6046
 DP6046;                    North         East    Units  Estimated Accuracy
 DP6046;SPC FL W     -   305,974.      156,642.      MT  (+/- 10 meters HH2 GPS)
 DP6046
 DP6046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK5751697740(NAD 83)
 DP6046
 DP6046                          SUPERSEDED SURVEY CONTROL
 DP6046
 DP6046.No superseded survey control is available for this station.
 DP6046
 DP6046_MARKER: DD = SURVEY DISK
 DP6046_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6046+WITH SETTING: INFORMATION.
 DP6046_STAMPING: 25851 A 2009
 DP6046_MARK LOGO: SWFWMD
 DP6046_PROJECTION: FLUSH
 DP6046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6046+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2019
 DP6046_ROD/PIPE-DEPTH: 1.2 meters
 DP6046
 DP6046  HISTORY     - Date     Condition        Report By
 DP6046  HISTORY     - 20091117 MONUMENTED       SWFWMD
 DP6046  HISTORY     - 20140812 GOOD             FLDEP
 DP6046  HISTORY     - 20191013 GOOD             USPSQD
 DP6046
 DP6046                          STATION DESCRIPTION
 DP6046
 DP6046'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6046'THE MARK IS ABOUT 10.5 MI (16.9 KM) NORTH-NORTHWEST OF ENGLEWOOD, 2.6
 DP6046'MI (4.2 KM) SOUTH-SOUTHEAST OF LAUREL, 1.1 MI (1.8 KM) EAST-SOUTHEAST
 DP6046'OF VENICE, IN SECTION 7, TOWNSHIP 39 SOUTH, RANGE 19 EAST.
 DP6046'
 DP6046'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 DP6046'776 INCH (1971 CM) SOUTH VENICE, GO NORTHWEST ON U.S. HIGHWAY 41 FOR
 DP6046'2.0 MI (3.2 KM) TO THE JUNCTION OF U.S. HIGHWAY 41 BUSINESS ROUTE
 DP6046'(SOUTH TAMIAMI TRAIL) ON THE LEFT.  TURN LEFT ON U.S. HIGHWAY 41
 DP6046'BUSINESS ROUTE (SOUTH TAMIAMI TRAIL) AND GO NORTHWEST FOR 0.3 MI (0.5
 DP6046'KM) TO THE INTERSECTION OF CENTER ROAD.  TURN LEFT ON CENTER ROAD AND
 DP6046'GO WEST AND NORTHWEST FOR 0.15 MI (0.2 KM) TO THE VENICE WATERWAY BIKE
 DP6046'TRAIL HEAD.  TURN RIGHT ON THE BIKE TRAIL AND GO NORTH FOR 1.3 MI (2.1
 DP6046'KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM
 DP6046'ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP6046'12-INCH (30 CM) ROUND CONCRETE MONUMENT, FLUSH WITH THE GROUND AND
 DP6046'LEVEL WITH THE BIKE TRAIL.
 DP6046'
 DP6046'LOCATED 103.5 FT (31.5 M) SOUTHWEST OF A GTE PHONE CABLE PEDESTAL, 9.0
 DP6046'FT (2.7 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF A CONCRETE
 DP6046'BIKE TRAIL, 7.1 FT (2.2 M) NORTH-NORTHWEST OF SURVEY MARK 25851 B, 5.9
 DP6046'FT (1.8 M) NORTH-NORTHWEST OF WELL CASING 25851, 0.5 FT (15 CM)
 DP6046'NORTH-NORTHWEST OF WELL CASING 25852 AND 0.4 FT (12 CM)
 DP6046'NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 DP6046'
 DP6046'NOTE-UNKNOWN MAGNETISM.
 DP6046
 DP6046                          STATION RECOVERY (2019)
 DP6046
 DP6046'RECOVERY NOTE BY US POWER SQUADRON 2019 (GLB)
 DP6046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6045 ***********************************************************************
 DP6045  DESIGNATION -  25851 B
 DP6045  PID         -  DP6045
 DP6045  STATE/COUNTY-  FL/SARASOTA
 DP6045  COUNTRY     -  US
 DP6045  USGS QUAD   -  VENICE (2018)
 DP6045
 DP6045                         *CURRENT SURVEY CONTROL
 DP6045  ______________________________________________________________________
 DP6045* NAD 83(1986) POSITION- 27 05 40.9    (N) 082 26 14.1    (W)   HD_HELD2
 DP6045* NAVD 88 ORTHO HEIGHT -     3.949 (meters)       12.96  (feet) ADJUSTED
 DP6045  ______________________________________________________________________
 DP6045  GEOID HEIGHT    -        -23.986 (meters)                     GEOID18
 DP6045  DYNAMIC HEIGHT  -          3.943 (meters)       12.94  (feet) COMP
 DP6045  MODELED GRAVITY -    979,127.5   (mgal)                       NAVD 88
 DP6045
 DP6045  VERT ORDER      -  FIRST     CLASS II
 DP6045
 DP6045.The horizontal coordinates were established by autonomous hand held GPS
 DP6045.observations and have an estimated accuracy of +/- 10 meters.
 DP6045
 DP6045.The orthometric height was determined by differential leveling and
 DP6045.adjusted by the NATIONAL GEODETIC SURVEY
 DP6045.in April 2015.
 DP6045
 DP6045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6045.GEOID18 height accuracy estimate available here.
 DP6045
 DP6045.Click photographs - Photos may exist for this station.
 DP6045
 DP6045.The dynamic height is computed by dividing the NAVD 88
 DP6045.geopotential number by the normal gravity value computed on the
 DP6045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6045.degrees latitude (g = 980.6199 gals.).
 DP6045
 DP6045.The modeled gravity was interpolated from observed gravity values.
 DP6045
 DP6045;                    North         East    Units  Estimated Accuracy
 DP6045;SPC FL W     -   305,971.      156,640.      MT  (+/- 10 meters HH2 GPS)
 DP6045
 DP6045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK5751397737(NAD 83)
 DP6045
 DP6045                          SUPERSEDED SURVEY CONTROL
 DP6045
 DP6045.No superseded survey control is available for this station.
 DP6045
 DP6045_MARKER: DD = SURVEY DISK
 DP6045_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6045+WITH SETTING: INFORMATION.
 DP6045_STAMPING: 25851 B 2009
 DP6045_MARK LOGO: SWFWMD
 DP6045_PROJECTION: FLUSH
 DP6045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6045+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2021
 DP6045_ROD/PIPE-DEPTH: 1.2 meters
 DP6045
 DP6045  HISTORY     - Date     Condition        Report By
 DP6045  HISTORY     - 20091117 MONUMENTED       SWFWMD
 DP6045  HISTORY     - 20140812 GOOD             FLDEP
 DP6045  HISTORY     - 20191013 GOOD             USPSQD
 DP6045  HISTORY     - 20210712 GOOD             FGLDSV
 DP6045
 DP6045                          STATION DESCRIPTION
 DP6045
 DP6045'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6045'THE MARK IS ABOUT 10.5 MI (16.9 KM) NORTH-NORTHWEST OF ENGLEWOOD, 2.6
 DP6045'MI (4.2 KM) SOUTH-SOUTHEAST OF LAUREL, 1.1 MI (1.8 KM) EAST-SOUTHEAST
 DP6045'OF VENICE, IN SECTION 7, TOWNSHIP 39 SOUTH, RANGE 19 EAST.
 DP6045'
 DP6045'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 DP6045'776 INCH (1971 CM) SOUTH VENICE, GO NORTHWEST ON U.S. HIGHWAY 41 FOR
 DP6045'2.0 MI (3.2 KM) TO THE JUNCTION OF U.S. HIGHWAY 41 BUSINESS ROUTE
 DP6045'(SOUTH TAMIAMI TRAIL) ON THE LEFT.  TURN LEFT ON U.S. HIGHWAY 41
 DP6045'BUSINESS ROUTE (SOUTH TAMIAMI TRAIL) AND GO NORTHWEST FOR 0.3 MI (0.5
 DP6045'KM) TO THE INTERSECTION OF CENTER ROAD.  TURN LEFT ON CENTER ROAD AND
 DP6045'GO WEST AND NORTHWEST FOR 0.15 MI (0.2 KM) TO THE VENICE WATERWAY BIKE
 DP6045'TRAIL HEAD.  TURN RIGHT ON THE BIKE TRAIL AND GO NORTH FOR 1.3 MI (2.1
 DP6045'KM) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM
 DP6045'ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP6045'12-INCH (30 CM) ROUND CONCRETE MONUMENT, FLUSH WITH THE GROUND AND
 DP6045'LEVEL WITH THE BIKE TRAIL.
 DP6045'
 DP6045'LOCATED 110.6 FT (33.7 M) SOUTHWEST OF A GTE PHONE CABLE PEDESTAL, 9.0
 DP6045'FT (2.7 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF A CONCRETE
 DP6045'BIKE TRAIL, 7.1 FT (2.2 M) SOUTH-SOUTHEAST OF SURVEY MARK 25851 A, 5.8
 DP6045'FT (1.8 M) SOUTH-SOUTHEAST OF WELL CASING 25852, 0.7 FT (21 CM)
 DP6045'SOUTH-SOUTHEAST OF WELL CASING 25851 AND 0.5 FT (15 CM)
 DP6045'SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST.
 DP6045'
 DP6045'NOTE-UNKNOWN MAGNETISM.
 DP6045
 DP6045                          STATION RECOVERY (2019)
 DP6045
 DP6045'RECOVERY NOTE BY US POWER SQUADRON 2019 (GLB)
 DP6045'WHILE THE BENCH MARK IS GOOD CONDITION, THE CONCRETE COLLAR HAS A
 DP6045'LARGE CRACK ACROSS THE COLLAR SEPARATING ABOUT ONE QUARTER OF THE
 DP6045'CONCRETE.
 DP6045
 DP6045                          STATION RECOVERY (2021)
 DP6045
 DP6045'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2021 (JKI)
 DP6045'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6081 ***********************************************************************
 DP6081  DESIGNATION -  25878 A
 DP6081  PID         -  DP6081
 DP6081  STATE/COUNTY-  FL/SARASOTA
 DP6081  COUNTRY     -  US
 DP6081  USGS QUAD   -  MURDOCK NW (2018)
 DP6081
 DP6081                         *CURRENT SURVEY CONTROL
 DP6081  ______________________________________________________________________
 DP6081* NAD 83(1986) POSITION- 27 11 35.1    (N) 082 07 48.8    (W)   HD_HELD2
 DP6081* NAVD 88 ORTHO HEIGHT -    12.400 (meters)       40.68  (feet) ADJUSTED
 DP6081  ______________________________________________________________________
 DP6081  GEOID HEIGHT    -        -24.353 (meters)                     GEOID18
 DP6081  DYNAMIC HEIGHT  -         12.381 (meters)       40.62  (feet) COMP
 DP6081  MODELED GRAVITY -    979,122.1   (mgal)                       NAVD 88
 DP6081
 DP6081  VERT ORDER      -  FIRST     CLASS II
 DP6081
 DP6081.The horizontal coordinates were established by autonomous hand held GPS
 DP6081.observations and have an estimated accuracy of +/- 10 meters.
 DP6081
 DP6081.The orthometric height was determined by differential leveling and
 DP6081.adjusted by the NATIONAL GEODETIC SURVEY
 DP6081.in July 2015.
 DP6081
 DP6081.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6081.GEOID18 height accuracy estimate available here.
 DP6081
 DP6081.Click photographs - Photos may exist for this station.
 DP6081
 DP6081.The dynamic height is computed by dividing the NAVD 88
 DP6081.geopotential number by the normal gravity value computed on the
 DP6081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6081.degrees latitude (g = 980.6199 gals.).
 DP6081
 DP6081.The modeled gravity was interpolated from observed gravity values.
 DP6081
 DP6081;                    North         East    Units  Estimated Accuracy
 DP6081;SPC FL W     -   316,804.      187,098.      MT  (+/- 10 meters HH2 GPS)
 DP6081
 DP6081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8805208325(NAD 83)
 DP6081
 DP6081                          SUPERSEDED SURVEY CONTROL
 DP6081
 DP6081.No superseded survey control is available for this station.
 DP6081
 DP6081_MARKER: DD = SURVEY DISK
 DP6081_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6081_STAMPING: 25878 A 2014
 DP6081_MARK LOGO: SWFWMD
 DP6081_PROJECTION: RECESSED 5 CENTIMETERS
 DP6081_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6081+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2023
 DP6081_ROD/PIPE-DEPTH: 14.2 meters
 DP6081
 DP6081  HISTORY     - Date     Condition        Report By
 DP6081  HISTORY     - 20140701 MONUMENTED       FLDEP
 DP6081  HISTORY     - 20230202 GOOD             GEOCAC
 DP6081
 DP6081                          STATION DESCRIPTION
 DP6081
 DP6081'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6081'THE MARK IS ABOUT 11.8 MI (19.0 KM) SOUTHEAST OF OLD MYAKKA, 10.9 MI
 DP6081'(17.5 KM) SOUTH OF MYAKKA CITY, 8.4 MI (13.5 KM) SOUTH OF EDGEVILLE,
 DP6081'IN SECTION 8, TOWNSHIP 38 SOUTH, RANGE 22 EAST.
 DP6081'
 DP6081'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND THE
 DP6081'DESOTO-SARASOTA COUNTY LINE ABOUT 16.7 MI (26.9 KM) WEST OF ARCADIA,
 DP6081'GO WEST ON STATE ROAD 72 FOR 4.2 MI (6.8 KM) TO THE JUNCTION OF SIDELL
 DP6081'ROAD ON THE RIGHT.  CONTINUE WEST ON STATE ROAD 72 FOR 0.5 MI (0.8 KM)
 DP6081'TO A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DP6081'DRIVEN TO REFUSAL AT A DEPTH OF 46.5 FT (14.2 M) WITH A SURVEY DISK
 DP6081'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP6081'1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DP6081'GROUND AND LEVEL WITH THE WELL SITE DRIVEWAY.
 DP6081'
 DP6081'LOCATED 81.0 FT (24.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE
 DP6081'ROAD 72, 49.2 FT (15.0 M) SOUTHWEST OF A USGS WELL CASING NUMBER
 DP6081'25878, 48.7 FT (14.8 M) SOUTHWEST OF SURVEY MARK 25878 B, 17.0 FT (5.2
 DP6081'M) EAST OF THE APPROXIMATE CENTER OF A METAL GATE AND 1.3 FT (0.4 M)
 DP6081'NORTH OF A CARSONITE WITNESS POST.
 DP6081'
 DP6081'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6081'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP6081
 DP6081                          STATION RECOVERY (2023)
 DP6081
 DP6081'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DP6081'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6082 ***********************************************************************
 DP6082  DESIGNATION -  25878 B
 DP6082  PID         -  DP6082
 DP6082  STATE/COUNTY-  FL/SARASOTA
 DP6082  COUNTRY     -  US
 DP6082  USGS QUAD   -  MURDOCK NW (2018)
 DP6082
 DP6082                         *CURRENT SURVEY CONTROL
 DP6082  ______________________________________________________________________
 DP6082* NAD 83(1986) POSITION- 27 11 35.3    (N) 082 07 48.4    (W)   HD_HELD2
 DP6082* NAVD 88 ORTHO HEIGHT -    12.502 (meters)       41.02  (feet) ADJUSTED
 DP6082  ______________________________________________________________________
 DP6082  GEOID HEIGHT    -        -24.353 (meters)                     GEOID18
 DP6082  DYNAMIC HEIGHT  -         12.483 (meters)       40.95  (feet) COMP
 DP6082  MODELED GRAVITY -    979,122.1   (mgal)                       NAVD 88
 DP6082
 DP6082  VERT ORDER      -  FIRST     CLASS II
 DP6082
 DP6082.The horizontal coordinates were established by autonomous hand held GPS
 DP6082.observations and have an estimated accuracy of +/- 10 meters.
 DP6082
 DP6082.The orthometric height was determined by differential leveling and
 DP6082.adjusted by the NATIONAL GEODETIC SURVEY
 DP6082.in July 2015.
 DP6082
 DP6082.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6082.GEOID18 height accuracy estimate available here.
 DP6082
 DP6082.Click photographs - Photos may exist for this station.
 DP6082
 DP6082.The dynamic height is computed by dividing the NAVD 88
 DP6082.geopotential number by the normal gravity value computed on the
 DP6082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6082.degrees latitude (g = 980.6199 gals.).
 DP6082
 DP6082.The modeled gravity was interpolated from observed gravity values.
 DP6082
 DP6082;                    North         East    Units  Estimated Accuracy
 DP6082;SPC FL W     -   316,810.      187,109.      MT  (+/- 10 meters HH2 GPS)
 DP6082
 DP6082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8806308331(NAD 83)
 DP6082
 DP6082                          SUPERSEDED SURVEY CONTROL
 DP6082
 DP6082.No superseded survey control is available for this station.
 DP6082
 DP6082_MARKER: DD = SURVEY DISK
 DP6082_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6082_STAMPING: 25878 B 2014
 DP6082_MARK LOGO: SWFWMD
 DP6082_PROJECTION: RECESSED 5 CENTIMETERS
 DP6082_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6082+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2023
 DP6082_ROD/PIPE-DEPTH: 7.6 meters
 DP6082
 DP6082  HISTORY     - Date     Condition        Report By
 DP6082  HISTORY     - 20140701 MONUMENTED       FLDEP
 DP6082  HISTORY     - 20230202 GOOD             GEOCAC
 DP6082
 DP6082                          STATION DESCRIPTION
 DP6082
 DP6082'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6082'THE MARK IS ABOUT 11.8 MI (19.0 KM) SOUTHEAST OF OLD MYAKKA, 10.9 MI
 DP6082'(17.5 KM) SOUTH OF MYAKKA CITY, 8.4 MI (13.5 KM) SOUTH OF EDGEVILLE,
 DP6082'IN SECTION 8, TOWNSHIP 38 SOUTH, RANGE 22 EAST.
 DP6082'
 DP6082'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND THE
 DP6082'DESOTO-SARASOTA COUNTY LINE ABOUT 16.7 MI (26.9 KM) WEST OF ARCADIA,
 DP6082'GO WEST ON STATE ROAD 72 FOR 4.2 MI (6.8 KM) TO THE JUNCTION OF SIDELL
 DP6082'ROAD ON THE RIGHT.  CONTINUE WEST ON STATE ROAD 72 FOR 0.5 MI (0.8 KM)
 DP6082'TO A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DP6082'DRIVEN TO REFUSAL AT A DEPTH OF 25.0 FT (7.6 M) WITH A SURVEY DISK SET
 DP6082'ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5
 DP6082'FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DP6082'AND LEVEL WITH THE WELL SITE DRIVEWAY.
 DP6082'
 DP6082'LOCATED 48.7 FT (14.8 M) NORTHEAST OF SURVEY MARK 25878 A, 47.8 FT
 DP6082'(14.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 72, 10.4 FT
 DP6082'(3.2 M) WEST OF THE APPROXIMATE CENTER OF A METAL GATE, 2.8 FT (0.9 M)
 DP6082'SOUTH OF A USGS WELL CASING NUMBER 25878 AND 1.2 FT (0.4 M) SOUTH OF A
 DP6082'CARSONITE WITNESS POST.
 DP6082'
 DP6082'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6082'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP6082
 DP6082                          STATION RECOVERY (2023)
 DP6082
 DP6082'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DP6082'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6086 ***********************************************************************
 DP6086  DESIGNATION -  25890
 DP6086  PID         -  DP6086
 DP6086  STATE/COUNTY-  FL/SARASOTA
 DP6086  COUNTRY     -  US
 DP6086  USGS QUAD   -  MURDOCK NW (2018)
 DP6086
 DP6086                         *CURRENT SURVEY CONTROL
 DP6086  ______________________________________________________________________
 DP6086* NAD 83(1986) POSITION- 27 11 36.0    (N) 082 09 20.9    (W)   HD_HELD2
 DP6086* NAVD 88 ORTHO HEIGHT -    10.723 (meters)       35.18  (feet) ADJUSTED
 DP6086  ______________________________________________________________________
 DP6086  GEOID HEIGHT    -        -24.342 (meters)                     GEOID18
 DP6086  DYNAMIC HEIGHT  -         10.706 (meters)       35.12  (feet) COMP
 DP6086  MODELED GRAVITY -    979,121.5   (mgal)                       NAVD 88
 DP6086
 DP6086  VERT ORDER      -  FIRST     CLASS II
 DP6086
 DP6086.The horizontal coordinates were established by autonomous hand held GPS
 DP6086.observations and have an estimated accuracy of +/- 10 meters.
 DP6086
 DP6086.The orthometric height was determined by differential leveling and
 DP6086.adjusted by the NATIONAL GEODETIC SURVEY
 DP6086.in July 2015.
 DP6086
 DP6086.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6086.GEOID18 height accuracy estimate available here.
 DP6086
 DP6086.Click photographs - Photos may exist for this station.
 DP6086
 DP6086.The dynamic height is computed by dividing the NAVD 88
 DP6086.geopotential number by the normal gravity value computed on the
 DP6086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6086.degrees latitude (g = 980.6199 gals.).
 DP6086
 DP6086.The modeled gravity was interpolated from observed gravity values.
 DP6086
 DP6086;                    North         East    Units  Estimated Accuracy
 DP6086;SPC FL W     -   316,835.      184,563.      MT  (+/- 10 meters HH2 GPS)
 DP6086
 DP6086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8551808376(NAD 83)
 DP6086
 DP6086                          SUPERSEDED SURVEY CONTROL
 DP6086
 DP6086.No superseded survey control is available for this station.
 DP6086
 DP6086_MARKER: DD = SURVEY DISK
 DP6086_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6086_SP_SET: CULVERT HEADWALL
 DP6086_STAMPING: 25890 2012
 DP6086_MARK LOGO: SWFWMD
 DP6086_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6086+STABILITY: SURFACE MOTION
 DP6086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6086+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2025
 DP6086
 DP6086  HISTORY     - Date     Condition        Report By
 DP6086  HISTORY     - 2012     MONUMENTED       SWFWMD
 DP6086  HISTORY     - 20140624 GOOD             FLDEP
 DP6086  HISTORY     - 20251115 GOOD             GEOCAC
 DP6086
 DP6086                          STATION DESCRIPTION
 DP6086
 DP6086'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6086'THE MARK IS ABOUT 10.8 MI (17.4 KM) SOUTH OF MYAKKA CITY, 10.7 MI
 DP6086'(17.2 KM) SOUTHEAST OF OLD MYAKKA AND 8.8 MI (14.2 KM) SOUTH-SOUTHWEST
 DP6086'OF EDGEVILLE, IN SECTION 12, TOWNSHIP 38 SOUTH, RANGE 21 EAST.
 DP6086'
 DP6086'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND THE
 DP6086'DESOTO-SARASOTA COUNTY LINE ABOUT 16.7 MI (26.9 KM) WEST OF ARCADIA,
 DP6086'GO WEST ON STATE ROAD 72 FOR 4.2 MI (6.8 KM) TO THE JUNCTION OF SIDELL
 DP6086'ROAD ON THE RIGHT.  CONTINUE WEST ON STATE ROAD 72 FOR 2.05 MI (3.3
 DP6086'KM) TO A CULVERT CROSSING, A WELL SITE ON THE LEFT AND THE MARK ON THE
 DP6086'LEFT, A SURVEY DISK SET ON THE TOP OF A CONCRETE CULVERT HEADWALL
 DP6086'ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 72.
 DP6086'
 DP6086'LOCATED 56.9 FT (17.3 M) WEST-NORTHWEST OF SURVEY MARK 25890 A, 52.6
 DP6086'FT (16.0 M) WEST-NORTHWEST OF WELL CASING NUMBER 25890, 25.5 FT (7.8
 DP6086'M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 72, 6.0 FT (1.8
 DP6086'M) SOUTH OF A METAL GUARDRAIL, 1.0 FT (0.3 M) WEST OF THE EAST END OF
 DP6086'A CONCRETE CULVERT HEADWALL AND 0.5 FT (15 CM) NORTH OF A CARSONITE
 DP6086'WITNESS POST.
 DP6086
 DP6086                          STATION RECOVERY (2025)
 DP6086
 DP6086'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DP6086'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6085 ***********************************************************************
 DP6085  DESIGNATION -  25890 A
 DP6085  PID         -  DP6085
 DP6085  STATE/COUNTY-  FL/SARASOTA
 DP6085  COUNTRY     -  US
 DP6085  USGS QUAD   -  MURDOCK NW (2018)
 DP6085
 DP6085                         *CURRENT SURVEY CONTROL
 DP6085  ______________________________________________________________________
 DP6085* NAD 83(1986) POSITION- 27 11 35.9    (N) 082 09 20.3    (W)   HD_HELD2
 DP6085* NAVD 88 ORTHO HEIGHT -     9.962 (meters)       32.68  (feet) ADJUSTED
 DP6085  ______________________________________________________________________
 DP6085  GEOID HEIGHT    -        -24.342 (meters)                     GEOID18
 DP6085  DYNAMIC HEIGHT  -          9.947 (meters)       32.63  (feet) COMP
 DP6085  MODELED GRAVITY -    979,121.5   (mgal)                       NAVD 88
 DP6085
 DP6085  VERT ORDER      -  FIRST     CLASS II
 DP6085
 DP6085.The horizontal coordinates were established by autonomous hand held GPS
 DP6085.observations and have an estimated accuracy of +/- 10 meters.
 DP6085
 DP6085.The orthometric height was determined by differential leveling and
 DP6085.adjusted by the NATIONAL GEODETIC SURVEY
 DP6085.in July 2015.
 DP6085
 DP6085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6085.GEOID18 height accuracy estimate available here.
 DP6085
 DP6085.Click photographs - Photos may exist for this station.
 DP6085
 DP6085.The dynamic height is computed by dividing the NAVD 88
 DP6085.geopotential number by the normal gravity value computed on the
 DP6085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6085.degrees latitude (g = 980.6199 gals.).
 DP6085
 DP6085.The modeled gravity was interpolated from observed gravity values.
 DP6085
 DP6085;                    North         East    Units  Estimated Accuracy
 DP6085;SPC FL W     -   316,832.      184,579.      MT  (+/- 10 meters HH2 GPS)
 DP6085
 DP6085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8553508373(NAD 83)
 DP6085
 DP6085                          SUPERSEDED SURVEY CONTROL
 DP6085
 DP6085.No superseded survey control is available for this station.
 DP6085
 DP6085_MARKER: DD = SURVEY DISK
 DP6085_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6085_STAMPING: 25890 A 2014
 DP6085_MARK LOGO: SWFWMD
 DP6085_PROJECTION: RECESSED 13 CENTIMETERS
 DP6085_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6085+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2025
 DP6085_ROD/PIPE-DEPTH: 11.9 meters
 DP6085
 DP6085  HISTORY     - Date     Condition        Report By
 DP6085  HISTORY     - 20140701 MONUMENTED       FLDEP
 DP6085  HISTORY     - 20251115 GOOD             GEOCAC
 DP6085
 DP6085                          STATION DESCRIPTION
 DP6085
 DP6085'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6085'THE MARK IS ABOUT 10.8 MI (17.4 KM) SOUTH OF MYAKKA CITY, 10.7 MI
 DP6085'(17.2 KM) SOUTHEAST OF OLD MYAKKA, 8.8 MI (14.2 KM) SOUTH-SOUTHWEST OF
 DP6085'EDGEVILLE, IN SECTION 12, TOWNSHIP 38 SOUTH, RANGE 21 EAST.
 DP6085'
 DP6085'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND THE
 DP6085'DESOTO-SARASOTA COUNTY LINE ABOUT 16.7 MI (26.9 KM) WEST OF ARCADIA,
 DP6085'GO WEST ON STATE ROAD 72 FOR 4.2 MI (6.8 KM) TO THE JUNCTION OF SIDELL
 DP6085'ROAD ON THE RIGHT.  CONTINUE WEST ON STATE ROAD 72 FOR 2.05 MI (3.3
 DP6085'KM) TO A CULVERT CROSSING, A WELL SITE ON THE LEFT AND THE MARK ON THE
 DP6085'LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.0 FT (11.9 M)
 DP6085'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP6085'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM)
 DP6085'BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL
 DP6085'OF STATE ROAD 72.
 DP6085'
 DP6085'LOCATED 56.9 FT (17.3 M) EAST-SOUTHEAST OF SURVEY MARK 25890, 40.7 FT
 DP6085'(12.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 72, 16.8 FT
 DP6085'(5.1 M) NORTH OF A BARB WIRE FENCE, 2.0 FT (0.6 M) EAST OF WELL CASING
 DP6085'NUMBER 25891 AND 1.3 FT (0.4 M) EAST OF A CARSONITE WITNESS POST.
 DP6085'
 DP6085'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6085'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP6085
 DP6085                          STATION RECOVERY (2025)
 DP6085
 DP6085'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DP6085'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0123 ***********************************************************************
 AG0123  DESIGNATION -  259
 AG0123  PID         -  AG0123
 AG0123  STATE/COUNTY-  FL/PINELLAS
 AG0123  COUNTRY     -  US
 AG0123  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0123
 AG0123                         *CURRENT SURVEY CONTROL
 AG0123  ______________________________________________________________________
 AG0123* NAD 83(1986) POSITION- 27 59 01.     (N) 082 43 47.     (W)   SCALED
 AG0123* NAVD 88 ORTHO HEIGHT -    17.098 (meters)       56.10  (feet) ADJUSTED
 AG0123  ______________________________________________________________________
 AG0123  GEOID HEIGHT    -        -24.776 (meters)                     GEOID18
 AG0123  DYNAMIC HEIGHT  -         17.073 (meters)       56.01  (feet) COMP
 AG0123  MODELED GRAVITY -    979,188.6   (mgal)                       NAVD 88
 AG0123
 AG0123  VERT ORDER      -  SECOND    CLASS II
 AG0123
 AG0123.The horizontal coordinates were scaled from a map and have
 AG0123.an estimated accuracy of +/- 6 seconds.
 AG0123
 AG0123.The orthometric height was determined by differential leveling and
 AG0123.adjusted by the NATIONAL GEODETIC SURVEY
 AG0123.in June 1991.
 AG0123
 AG0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0123.GEOID18 height accuracy estimate available here.
 AG0123
 AG0123.Click photographs - Photos may exist for this station.
 AG0123
 AG0123.The dynamic height is computed by dividing the NAVD 88
 AG0123.geopotential number by the normal gravity value computed on the
 AG0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0123.degrees latitude (g = 980.6199 gals.).
 AG0123
 AG0123.The modeled gravity was interpolated from observed gravity values.
 AG0123
 AG0123;                    North         East    Units  Estimated Accuracy
 AG0123;SPC FL W     -   404,610.      128,220.      MT  (+/- 180 meters Scaled)
 AG0123
 AG0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298965(NAD 83)
 AG0123
 AG0123                          SUPERSEDED SURVEY CONTROL
 AG0123
 AG0123  NGVD 29 (??/??/92)   17.360  (m)           56.96   (f) ADJ UNCH    2 2
 AG0123
 AG0123.Superseded values are not recommended for survey control.
 AG0123
 AG0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0123.See file dsdata.pdf to determine how the superseded data were derived.
 AG0123
 AG0123_MARKER: DD = SURVEY DISK
 AG0123_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0123_SP_SET: CULVERT HEADWALL
 AG0123_STAMPING: 259
 AG0123_MARK LOGO: FLHD
 AG0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0123+STABILITY: SURFACE MOTION
 AG0123
 AG0123  HISTORY     - Date     Condition        Report By
 AG0123  HISTORY     - UNK      MONUMENTED       FLHD
 AG0123  HISTORY     - 1976     GOOD             FLDT
 AG0123
 AG0123                          STATION DESCRIPTION
 AG0123
 AG0123'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0123'AT CLEARWATER.
 AG0123'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AG0123'580, RUN SOUTHERLY ON U.S. 19 FOR 2.55 MILE.  STATION ON LEFT,
 AG0123'63.0 FT. EAST OF THE CENTERLINE OF U.S. 19.  SET IN TOP OF
 AG0123'CONCRETE HEADWALL.  SECTION 5, T 29 S, R 16 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6061 ***********************************************************************
 DP6061  DESIGNATION -  25900 A
 DP6061  PID         -  DP6061
 DP6061  STATE/COUNTY-  FL/SARASOTA
 DP6061  COUNTRY     -  US
 DP6061  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DP6061
 DP6061                         *CURRENT SURVEY CONTROL
 DP6061  ______________________________________________________________________
 DP6061* NAD 83(1986) POSITION- 27 10 01.5    (N) 082 20 29.4    (W)   HD_HELD2
 DP6061* NAVD 88 ORTHO HEIGHT -     6.309 (meters)       20.70  (feet) ADJUSTED
 DP6061  ______________________________________________________________________
 DP6061  GEOID HEIGHT    -        -24.147 (meters)                     GEOID18
 DP6061  DYNAMIC HEIGHT  -          6.299 (meters)       20.67  (feet) COMP
 DP6061  MODELED GRAVITY -    979,128.1   (mgal)                       NAVD 88
 DP6061
 DP6061  VERT ORDER      -  FIRST     CLASS II
 DP6061
 DP6061.The horizontal coordinates were established by autonomous hand held GPS
 DP6061.observations and have an estimated accuracy of +/- 10 meters.
 DP6061
 DP6061.The orthometric height was determined by differential leveling and
 DP6061.adjusted by the NATIONAL GEODETIC SURVEY
 DP6061.in April 2015.
 DP6061
 DP6061.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6061.GEOID18 height accuracy estimate available here.
 DP6061
 DP6061.Click photographs - Photos may exist for this station.
 DP6061
 DP6061.The dynamic height is computed by dividing the NAVD 88
 DP6061.geopotential number by the normal gravity value computed on the
 DP6061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6061.degrees latitude (g = 980.6199 gals.).
 DP6061
 DP6061.The modeled gravity was interpolated from observed gravity values.
 DP6061
 DP6061;                    North         East    Units  Estimated Accuracy
 DP6061;SPC FL W     -   313,963.      166,157.      MT  (+/- 10 meters HH2 GPS)
 DP6061
 DP6061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6709205651(NAD 83)
 DP6061
 DP6061                          SUPERSEDED SURVEY CONTROL
 DP6061
 DP6061.No superseded survey control is available for this station.
 DP6061
 DP6061_MARKER: DD = SURVEY DISK
 DP6061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP6061_STAMPING: 25900 A 2011
 DP6061_MARK LOGO: SWFWMD
 DP6061_PROJECTION: FLUSH
 DP6061_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6061+STABILITY: SURFACE MOTION
 DP6061_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6061+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2021
 DP6061
 DP6061  HISTORY     - Date     Condition        Report By
 DP6061  HISTORY     - 20110824 MONUMENTED       SWFWMD
 DP6061  HISTORY     - 20140825 GOOD             FLDEP
 DP6061  HISTORY     - 20210417 GOOD             USPSQD
 DP6061
 DP6061                          STATION DESCRIPTION
 DP6061
 DP6061'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6061'THE MARK IS ABOUT 11.0 MI (17.7 KM) SOUTH-SOUTHWEST OF OLD MYAKKA, 8.4
 DP6061'MI (13.5 KM) NORTHEAST OF VENICE, 7.3 MI (11.7 KM) EAST-NORTHEAST OF
 DP6061'LAUREL, IN SECTION 18, TOWNSHIP 38 SOUTH, RANGE 20 EAST.  A GATE
 DP6061'ACCESS CODE IS REQUIRED, A CALL BOX CONTACT PERSON IS GREGG FISHER AND
 DP6061'THEY WILL INSTRUCT YOU HOW TO GET IN THE THROUGH THE GATE.
 DP6061'
 DP6061'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND BORDER
 DP6061'ROAD OVERPASS IN SARASOTA COUNTY, GO EAST ON BORDER ROAD FOR 3.2 MI
 DP6061'(5.1 KM) TO THE INTERSECTION OF SOUTH MOON DRIVE ON THE RIGHT AND
 DP6061'NORTH MABRY CARLTON PARKWAY ON THE LEFT.  TURN LEFT ON NORTH MABRY
 DP6061'CARLTON PARKWAY AND GO NORTH FOR 0.5 MI (0.8 KM) TO THE ENTRANCE GATE
 DP6061'TO THE T.MABRY CARLTON JR MEMORIAL RESERVE AND THE SARASOTA COUNTY
 DP6061'UTILITIES WELL FIELD.  CONTINUE NORTH ON NORTH MABRY CARLTON PARKWAY
 DP6061'FOR 0.95 MI (1.5 KM) TO THE T-JUNCTION OF NORTH MABRY CARLTON PARKWAY
 DP6061'ON THE RIGHT AND THE ENTRANCE TO THE SARASOTA COUNTY WELL FIELD ON THE
 DP6061'LEFT.  TURN RIGHT ON NORTH MABRY CARLTON PARKWAY AND GO NORTHEAST FOR
 DP6061'0.1 MI (0.2 KM) TO THE T-JUNCTION OF WELL FIELD ROAD ON THE LEFT AND
 DP6061'NORTH MABRY CARLTON PARKWAY ON THE RIGHT.  TURN LEFT ON WELL FIELD
 DP6061'ROAD AND GO NORTH FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF STOCKADE
 DP6061'TRAIL ROAD ON THE LEFT.  TURN LEFT ON STOCKADE TRAIL ROAD AND GO NORTH
 DP6061'FOR 1.35 MI (2.2 KM) TO THE JUNCTION OF A DIM DIRT ROAD ON THE RIGHT
 DP6061'AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DP6061'FLUSH WITH THE GROUND AND LEVEL WITH STOCKADE TRAIL ROAD.
 DP6061'
 DP6061'LOCATED 31.8 FT (9.7 M) EAST OF THE APPROXIMATE CENTERLINE OF STOCKADE
 DP6061'TRAIL ROAD, 10.0 FT (3.0 M) WEST-NORTHWEST OF WELL SHAFT 25900, 8.4 FT
 DP6061'(2.6 M) SOUTH-SOUTHEAST OF SURVEY MARK 25900 B AND 0.8 FT (24 CM)
 DP6061'NORTH OF A CARSONITE WITNESS POST.
 DP6061
 DP6061                          STATION RECOVERY (2021)
 DP6061
 DP6061'RECOVERY NOTE BY US POWER SQUADRON 2021 (GLC)
 DP6061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6060 ***********************************************************************
 DP6060  DESIGNATION -  25900 B
 DP6060  PID         -  DP6060
 DP6060  STATE/COUNTY-  FL/SARASOTA
 DP6060  COUNTRY     -  US
 DP6060  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DP6060
 DP6060                         *CURRENT SURVEY CONTROL
 DP6060  ______________________________________________________________________
 DP6060* NAD 83(1986) POSITION- 27 10 01.5    (N) 082 20 29.5    (W)   HD_HELD2
 DP6060* NAVD 88 ORTHO HEIGHT -     6.343 (meters)       20.81  (feet) ADJUSTED
 DP6060  ______________________________________________________________________
 DP6060  GEOID HEIGHT    -        -24.147 (meters)                     GEOID18
 DP6060  DYNAMIC HEIGHT  -          6.333 (meters)       20.78  (feet) COMP
 DP6060  MODELED GRAVITY -    979,128.1   (mgal)                       NAVD 88
 DP6060
 DP6060  VERT ORDER      -  FIRST     CLASS II
 DP6060
 DP6060.The horizontal coordinates were established by autonomous hand held GPS
 DP6060.observations and have an estimated accuracy of +/- 10 meters.
 DP6060
 DP6060.The orthometric height was determined by differential leveling and
 DP6060.adjusted by the NATIONAL GEODETIC SURVEY
 DP6060.in April 2015.
 DP6060
 DP6060.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6060.GEOID18 height accuracy estimate available here.
 DP6060
 DP6060.Click photographs - Photos may exist for this station.
 DP6060
 DP6060.The dynamic height is computed by dividing the NAVD 88
 DP6060.geopotential number by the normal gravity value computed on the
 DP6060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6060.degrees latitude (g = 980.6199 gals.).
 DP6060
 DP6060.The modeled gravity was interpolated from observed gravity values.
 DP6060
 DP6060;                    North         East    Units  Estimated Accuracy
 DP6060;SPC FL W     -   313,963.      166,154.      MT  (+/- 10 meters HH2 GPS)
 DP6060
 DP6060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6709005652(NAD 83)
 DP6060
 DP6060                          SUPERSEDED SURVEY CONTROL
 DP6060
 DP6060.No superseded survey control is available for this station.
 DP6060
 DP6060_MARKER: DD = SURVEY DISK
 DP6060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP6060_STAMPING: 25900 B 2011
 DP6060_MARK LOGO: SWFWMD
 DP6060_PROJECTION: FLUSH
 DP6060_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6060+STABILITY: SURFACE MOTION
 DP6060_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6060+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2014
 DP6060
 DP6060  HISTORY     - Date     Condition        Report By
 DP6060  HISTORY     - 20110824 MONUMENTED       SWFWMD
 DP6060  HISTORY     - 20140825 GOOD             FLDEP
 DP6060
 DP6060                          STATION DESCRIPTION
 DP6060
 DP6060'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6060'THE MARK IS ABOUT 11.0 MI (17.7 KM) SOUTH-SOUTHWEST OF OLD MYAKKA, 8.4
 DP6060'MI (13.5 KM) NORTHEAST OF VENICE, 7.3 MI (11.7 KM) EAST-NORTHEAST OF
 DP6060'LAUREL, IN SECTION 18, TOWNSHIP 38 SOUTH, RANGE 20 EAST.  A GATE
 DP6060'ACCESS CODE IS REQUIRED, A CALL BOX CONTACT PERSON IS GREGG FISHER AND
 DP6060'THEY WILL INSTRUCT YOU HOW TO GET IN THE THROUGH THE GATE.
 DP6060'
 DP6060'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND BORDER
 DP6060'ROAD OVERPASS IN SARASOTA COUNTY, GO EAST ON BORDER ROAD FOR 3.2 MI
 DP6060'(5.1 KM) TO THE INTERSECTION OF SOUTH MOON DRIVE ON THE RIGHT AND
 DP6060'NORTH MABRY CARLTON PARKWAY ON THE LEFT.  TURN LEFT ON NORTH MABRY
 DP6060'CARLTON PARKWAY AND GO NORTH FOR 0.5 MI (0.8 KM) TO THE ENTRANCE GATE
 DP6060'TO THE T.MABRY CARLTON JR MEMORIAL RESERVE AND THE SARASOTA COUNTY
 DP6060'UTILITIES WELL FIELD.  CONTINUE NORTH ON NORTH MABRY CARLTON PARKWAY
 DP6060'FOR 0.95 MI (1.5 KM) TO THE T-JUNCTION OF NORTH MABRY CARLTON PARKWAY
 DP6060'ON THE RIGHT AND THE ENTRANCE TO THE SARASOTA COUNTY WELL FIELD ON THE
 DP6060'LEFT.  TURN RIGHT ON NORTH MABRY CARLTON PARKWAY AND GO NORTHEAST FOR
 DP6060'0.1 MI (0.2 KM) TO THE T-JUNCTION OF WELL FIELD ROAD ON THE LEFT AND
 DP6060'NORTH MABRY CARLTON PARKWAY ON THE RIGHT.  TURN LEFT ON WELL FIELD
 DP6060'ROAD AND GO NORTH FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF STOCKADE
 DP6060'TRAIL ROAD ON THE LEFT.  TURN LEFT ON STOCKADE TRAIL ROAD AND GO NORTH
 DP6060'FOR 1.35 MI (2.2 KM) TO THE JUNCTION OF A DIM DIRT ROAD ON THE RIGHT
 DP6060'AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DP6060'FLUSH WITH THE GROUND AND LEVEL WITH STOCKADE TRAIL ROAD.
 DP6060'
 DP6060'LOCATED 25.7 FT (7.8 M) EAST OF THE APPROXIMATE CENTERLINE OF STOCKADE
 DP6060'TRAIL ROAD, 16.7 FT (5.1 M) NORTHWEST OF THE TALLEST WELL SHAFT, 8.4
 DP6060'FT (2.6 M) NORTH-NORTHWEST OF SURVEY MARK 25900 A AND 0.8 FT (24 CM)
 DP6060'WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6079 ***********************************************************************
 DP6079  DESIGNATION -  25907 A
 DP6079  PID         -  DP6079
 DP6079  STATE/COUNTY-  FL/SARASOTA
 DP6079  COUNTRY     -  US
 DP6079  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DP6079
 DP6079                         *CURRENT SURVEY CONTROL
 DP6079  ______________________________________________________________________
 DP6079* NAD 83(1986) POSITION- 27 10 22.0    (N) 082 15 16.3    (W)   HD_HELD2
 DP6079* NAVD 88 ORTHO HEIGHT -     8.589 (meters)       28.18  (feet) ADJUSTED
 DP6079  ______________________________________________________________________
 DP6079  GEOID HEIGHT    -        -24.225 (meters)                     GEOID18
 DP6079  DYNAMIC HEIGHT  -          8.576 (meters)       28.14  (feet) COMP
 DP6079  MODELED GRAVITY -    979,124.0   (mgal)                       NAVD 88
 DP6079
 DP6079  VERT ORDER      -  FIRST     CLASS II
 DP6079
 DP6079.The horizontal coordinates were established by autonomous hand held GPS
 DP6079.observations and have an estimated accuracy of +/- 10 meters.
 DP6079
 DP6079.The orthometric height was determined by differential leveling and
 DP6079.adjusted by the NATIONAL GEODETIC SURVEY
 DP6079.in July 2015.
 DP6079
 DP6079.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6079.GEOID18 height accuracy estimate available here.
 DP6079
 DP6079.Click photographs - Photos may exist for this station.
 DP6079
 DP6079.The dynamic height is computed by dividing the NAVD 88
 DP6079.geopotential number by the normal gravity value computed on the
 DP6079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6079.degrees latitude (g = 980.6199 gals.).
 DP6079
 DP6079.The modeled gravity was interpolated from observed gravity values.
 DP6079
 DP6079;                    North         East    Units  Estimated Accuracy
 DP6079;SPC FL W     -   314,573.      174,777.      MT  (+/- 10 meters HH2 GPS)
 DP6079
 DP6079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7571606193(NAD 83)
 DP6079
 DP6079                          SUPERSEDED SURVEY CONTROL
 DP6079
 DP6079.No superseded survey control is available for this station.
 DP6079
 DP6079_MARKER: DD = SURVEY DISK
 DP6079_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6079+WITH SETTING: INFORMATION.
 DP6079_STAMPING: 25907 A 2008
 DP6079_MARK LOGO: SWFWMD
 DP6079_PROJECTION: FLUSH
 DP6079_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP6079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6079_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6079+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2014
 DP6079_ROD/PIPE-DEPTH: 2.7 meters
 DP6079
 DP6079  HISTORY     - Date     Condition        Report By
 DP6079  HISTORY     - 20080312 MONUMENTED       SWFWMD
 DP6079  HISTORY     - 20140624 GOOD             FLDEP
 DP6079
 DP6079                          STATION DESCRIPTION
 DP6079
 DP6079'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6079'THE MARK IS ABOUT 12.9 MI (20.8 KM) NORTH-NORTHWEST OF MURDOCK, 12.6
 DP6079'MI (20.3 KM) EAST-NORTHEAST OF LAUREL, 9.7 MI (15.6 KM) SOUTH OF OLD
 DP6079'MYAKKA, IN SECTION 13, TOWNSHIP 38 SOUTH, RANGE 20 EAST.
 DP6079'
 DP6079'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6079'ROAD 72 (CLARK ROAD) IN SARASOTA, GO EAST ON STATE ROAD 72 FOR 8.7 MI
 DP6079'(14.0 KM) TO THE ENTRANCE ROAD TO MYAKKA RIVER STATE PARK ON THE LEFT.
 DP6079'CONTINUE SOUTHEAST ON STATE ROAD 72 FOR 5.65 MI (9.1 KM) TO THE
 DP6079'JUNCTION OF WINDY SAWGRASS TRAIL ON THE RIGHT.  TURN RIGHT ON WINDY
 DP6079'SAWGRASS TRAIL AND GO SOUTH FOR ABOUT 100.0 FT (30.5 M) TO A LOCKED
 DP6079'METAL GATE, PASSING THROUGH THE GATE.  CONTINUE SOUTH ON WINDY
 DP6079'SAWGRASS TRAIL FOR 2.3 MI (3.7 KM) TO A GRASS COVERED TRAIL ON THE
 DP6079'RIGHT.  TURN RIGHT ON THE TRAIL AND GO WEST FOR ABOUT 150.0 FT (45.7
 DP6079'M) TO A WELL SITE AND THE MARK AHEAD, AN ALUMINUM ROD DRIVEN INTO THE
 DP6079'GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP6079'ROUND CONCRETE MONUMENT, FLUSH WITH THE GROUND AND LEVEL WITH THE WELL
 DP6079'SITE TRAIL.
 DP6079'
 DP6079'LOCATED 20.4 FT (6.2 M) NORTHWEST OF SURVEY MARK 25907 B, 10.4 FT (3.2
 DP6079'M) NORTHEAST OF WELL CASING 25906, 4.5 FT (1.4 M) NORTHWEST OF WELL
 DP6079'CASING 25903, 2.2 FT (0.7 M) NORTHEAST OF A METAL SOLAR PANEL MAST AND
 DP6079'0.6 FT (18 CM) SOUTHWEST OF A CARSONITE WITNESS POST.
 DP6079'
 DP6079'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6080 ***********************************************************************
 DP6080  DESIGNATION -  25907 B
 DP6080  PID         -  DP6080
 DP6080  STATE/COUNTY-  FL/SARASOTA
 DP6080  COUNTRY     -  US
 DP6080  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DP6080
 DP6080                         *CURRENT SURVEY CONTROL
 DP6080  ______________________________________________________________________
 DP6080* NAD 83(1986) POSITION- 27 10 22.0    (N) 082 15 16.0    (W)   HD_HELD2
 DP6080* NAVD 88 ORTHO HEIGHT -     8.632 (meters)       28.32  (feet) ADJUSTED
 DP6080  ______________________________________________________________________
 DP6080  GEOID HEIGHT    -        -24.225 (meters)                     GEOID18
 DP6080  DYNAMIC HEIGHT  -          8.619 (meters)       28.28  (feet) COMP
 DP6080  MODELED GRAVITY -    979,124.0   (mgal)                       NAVD 88
 DP6080
 DP6080  VERT ORDER      -  FIRST     CLASS II
 DP6080
 DP6080.The horizontal coordinates were established by autonomous hand held GPS
 DP6080.observations and have an estimated accuracy of +/- 10 meters.
 DP6080
 DP6080.The orthometric height was determined by differential leveling and
 DP6080.adjusted by the NATIONAL GEODETIC SURVEY
 DP6080.in July 2015.
 DP6080
 DP6080.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6080.GEOID18 height accuracy estimate available here.
 DP6080
 DP6080.Click photographs - Photos may exist for this station.
 DP6080
 DP6080.The dynamic height is computed by dividing the NAVD 88
 DP6080.geopotential number by the normal gravity value computed on the
 DP6080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6080.degrees latitude (g = 980.6199 gals.).
 DP6080
 DP6080.The modeled gravity was interpolated from observed gravity values.
 DP6080
 DP6080;                    North         East    Units  Estimated Accuracy
 DP6080;SPC FL W     -   314,573.      174,785.      MT  (+/- 10 meters HH2 GPS)
 DP6080
 DP6080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7572506193(NAD 83)
 DP6080
 DP6080                          SUPERSEDED SURVEY CONTROL
 DP6080
 DP6080.No superseded survey control is available for this station.
 DP6080
 DP6080_MARKER: DD = SURVEY DISK
 DP6080_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP6080+WITH SETTING: INFORMATION.
 DP6080_STAMPING: 25907 B 2008
 DP6080_MARK LOGO: SWFWMD
 DP6080_PROJECTION: FLUSH
 DP6080_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP6080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6080_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6080+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2014
 DP6080_ROD/PIPE-DEPTH: 2.7 meters
 DP6080
 DP6080  HISTORY     - Date     Condition        Report By
 DP6080  HISTORY     - 20080312 MONUMENTED       SWFWMD
 DP6080  HISTORY     - 20140624 GOOD             FLDEP
 DP6080
 DP6080                          STATION DESCRIPTION
 DP6080
 DP6080'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6080'THE MARK IS ABOUT 12.9 MI (20.8 KM) NORTH-NORTHWEST OF MURDOCK, 12.6
 DP6080'MI (20.3 KM) EAST-NORTHEAST OF LAUREL, 9.7 MI (15.6 KM) SOUTH OF OLD
 DP6080'MYAKKA, IN SECTION 13, TOWNSHIP 38 SOUTH, RANGE 20 EAST.
 DP6080'
 DP6080'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6080'ROAD 72 (CLARK ROAD) IN SARASOTA, GO EAST ON STATE ROAD 72 FOR 8.7 MI
 DP6080'(14.0 KM) TO THE ENTRANCE ROAD TO MYAKKA RIVER STATE PARK ON THE LEFT.
 DP6080'CONTINUE SOUTHEAST ON STATE ROAD 72 FOR 5.65 MI (9.1 KM) TO THE
 DP6080'JUNCTION OF WINDY SAWGRASS TRAIL ON THE RIGHT.  TURN RIGHT ON WINDY
 DP6080'SAWGRASS TRAIL AND GO SOUTH FOR ABOUT 100.0 FT (30.5 M) TO A LOCKED
 DP6080'METAL GATE, PASSING THROUGH THE GATE.  CONTINUE SOUTH ON WINDY
 DP6080'SAWGRASS TRAIL FOR 2.3 MI (3.7 KM) TO A GRASS COVERED TRAIL ON THE
 DP6080'RIGHT.  TURN RIGHT ON THE TRAIL AND GO WEST FOR ABOUT 150.0 FT (45.7
 DP6080'M) TO A WELL SITE AND THE MARK AHEAD, AN ALUMINUM ROD DRIVEN INTO THE
 DP6080'GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP6080'ROUND CONCRETE MONUMENT, FLUSH WITH THE GROUND AND LEVEL WITH THE WELL
 DP6080'SITE TRAIL.
 DP6080'
 DP6080'LOCATED 20.4 FT (6.2 M) SOUTHEAST OF SURVEY MARK 25907 A, 15.2 FT (4.6
 DP6080'M) SOUTHEAST OF WELL CASING 25903, 1.2 FT (0.4 M) EAST OF A METAL RAIN
 DP6080'GAUGE MAST AND 0.8 FT (24 CM) NORTHEAST OF A CARSONITE WITNESS POST.
 DP6080'
 DP6080'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6050 ***********************************************************************
 DP6050  DESIGNATION -  25915 A
 DP6050  PID         -  DP6050
 DP6050  STATE/COUNTY-  FL/SARASOTA
 DP6050  COUNTRY     -  US
 DP6050  USGS QUAD   -  LAUREL (2018)
 DP6050
 DP6050                         *CURRENT SURVEY CONTROL
 DP6050  ______________________________________________________________________
 DP6050* NAD 83(1986) POSITION- 27 08 38.7    (N) 082 25 47.2    (W)   HD_HELD2
 DP6050* NAVD 88 ORTHO HEIGHT -     1.097 (meters)        3.60  (feet) ADJUSTED
 DP6050  ______________________________________________________________________
 DP6050  GEOID HEIGHT    -        -24.068 (meters)                     GEOID18
 DP6050  DYNAMIC HEIGHT  -          1.096 (meters)        3.60  (feet) COMP
 DP6050  MODELED GRAVITY -    979,128.3   (mgal)                       NAVD 88
 DP6050
 DP6050  VERT ORDER      -  FIRST     CLASS II
 DP6050
 DP6050.The horizontal coordinates were established by autonomous hand held GPS
 DP6050.observations and have an estimated accuracy of +/- 10 meters.
 DP6050
 DP6050.The orthometric height was determined by differential leveling and
 DP6050.adjusted by the NATIONAL GEODETIC SURVEY
 DP6050.in April 2015.
 DP6050
 DP6050.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6050.GEOID18 height accuracy estimate available here.
 DP6050
 DP6050.Click photographs - Photos may exist for this station.
 DP6050
 DP6050.The dynamic height is computed by dividing the NAVD 88
 DP6050.geopotential number by the normal gravity value computed on the
 DP6050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6050.degrees latitude (g = 980.6199 gals.).
 DP6050
 DP6050.The modeled gravity was interpolated from observed gravity values.
 DP6050
 DP6050;                    North         East    Units  Estimated Accuracy
 DP6050;SPC FL W     -   311,441.      157,399.      MT  (+/- 10 meters HH2 GPS)
 DP6050
 DP6050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5831603200(NAD 83)
 DP6050
 DP6050                          SUPERSEDED SURVEY CONTROL
 DP6050
 DP6050.No superseded survey control is available for this station.
 DP6050
 DP6050_MARKER: DD = SURVEY DISK
 DP6050_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6050_STAMPING: 25915 A 2014
 DP6050_MARK LOGO: FLDEP
 DP6050_PROJECTION: RECESSED 5 CENTIMETERS
 DP6050_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6050+STABILITY: SURFACE MOTION
 DP6050_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6050+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 DP6050_ROD/PIPE-DEPTH: 3.7 meters
 DP6050
 DP6050  HISTORY     - Date     Condition        Report By
 DP6050  HISTORY     - 20140701 MONUMENTED       FLDEP
 DP6050
 DP6050                          STATION DESCRIPTION
 DP6050
 DP6050'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6050'THE MARK IS ABOUT 10.1 MI (16.3 KM) SOUTH-SOUTHEAST OF BEE RIDGE, 3.4
 DP6050'MI (5.5 KM) NORTH-NORTHEAST OF VENICE, 1.7 MI (2.7 KM) EAST-NORTHEAST
 DP6050'OF LAUREL, IN SECTION 29, TOWNSHIP 38 SOUTH, RANGE 19 EAST.
 DP6050'
 DP6050'TO REACH THE MARK FROM THE JUNCTION OF THE INTERSTATE 75 NORTHBOUND
 DP6050'OVERPASS AND LAUREL ROAD (COUNTY ROAD 762) ABOUT 2.0 MI (3.2 KM)
 DP6050'NORTHEAST OF NOKOMIS, GO WEST ON LAUREL ROAD (COUNTY ROAD 762) FOR
 DP6050'1.55 MI (2.5 KM) TO THE JUNCTION OF KINGS WAY ON THE RIGHT.  TURN
 DP6050'RIGHT ON KINGS WAY AND GO NORTHEAST FOR 0.35 MI (0.6 KM) TO THE
 DP6050'ENTRANCE GATE TO A PRIVATE BOAT LANDING ON THE LEFT, A CODE IS
 DP6050'REQUIRED TO GET THROUGH THE GATE, THE CODE IS SUBJECT TO CHANGE AND
 DP6050'THE OWNERS NAME IS DANIEL WINICK AND HE LIVES ON THE ADJOINING
 DP6050'PROPERTY AT 1159 KING WAY.  TURN LEFT, PASSING THROUGH THE GATE AND GO
 DP6050'NORTH FOR 0.15 MI (0.2 KM) TO THE END OF THE DIRT ROAD AT THE BOAT
 DP6050'RAMP FROM THE BOAT RAMP WALK SOUTH FOR ABOUT 160.0 FT (48.8 M) TO A
 DP6050'DIM DIRT FOOT TRAIL LEADING WEST.  TURN LEFT ON THE FOOT TRAIL AND GO
 DP6050'WEST AND SOUTH FOR ABOUT 135.0 FT (41.1 M) TO THE MARK ON THE RIGHT,
 DP6050'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.0 FT (3.7 M) WITH A
 DP6050'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP6050'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE
 DP6050'LEVEL OF THE GROUND.
 DP6050'
 DP6050'LOCATED 80.7 FT (24.6 M) NORTHEAST OF SURVEY MARK 25915 B, 78.2 FT
 DP6050'(23.8 M) NORTHEAST OF THE CENTER OF THE WOODEN DOCK, 7.5 FT (2.3 M)
 DP6050'NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE DIRT TRAIL AND 4.0 FT
 DP6050'(1.2 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 DP6050'
 DP6050'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6050'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6049 ***********************************************************************
 DP6049  DESIGNATION -  25915 B
 DP6049  PID         -  DP6049
 DP6049  STATE/COUNTY-  FL/SARASOTA
 DP6049  COUNTRY     -  US
 DP6049  USGS QUAD   -  LAUREL (2018)
 DP6049
 DP6049                         *CURRENT SURVEY CONTROL
 DP6049  ______________________________________________________________________
 DP6049* NAD 83(1986) POSITION- 27 08 38.1    (N) 082 25 47.6    (W)   HD_HELD2
 DP6049* NAVD 88 ORTHO HEIGHT -     1.034 (meters)        3.39  (feet) ADJUSTED
 DP6049  ______________________________________________________________________
 DP6049  GEOID HEIGHT    -        -24.068 (meters)                     GEOID18
 DP6049  DYNAMIC HEIGHT  -          1.032 (meters)        3.39  (feet) COMP
 DP6049  MODELED GRAVITY -    979,128.3   (mgal)                       NAVD 88
 DP6049
 DP6049  VERT ORDER      -  FIRST     CLASS II
 DP6049
 DP6049.The horizontal coordinates were established by autonomous hand held GPS
 DP6049.observations and have an estimated accuracy of +/- 10 meters.
 DP6049
 DP6049.The orthometric height was determined by differential leveling and
 DP6049.adjusted by the NATIONAL GEODETIC SURVEY
 DP6049.in April 2015.
 DP6049
 DP6049.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6049.GEOID18 height accuracy estimate available here.
 DP6049
 DP6049.Click photographs - Photos may exist for this station.
 DP6049
 DP6049.The dynamic height is computed by dividing the NAVD 88
 DP6049.geopotential number by the normal gravity value computed on the
 DP6049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6049.degrees latitude (g = 980.6199 gals.).
 DP6049
 DP6049.The modeled gravity was interpolated from observed gravity values.
 DP6049
 DP6049;                    North         East    Units  Estimated Accuracy
 DP6049;SPC FL W     -   311,423.      157,388.      MT  (+/- 10 meters HH2 GPS)
 DP6049
 DP6049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5830503182(NAD 83)
 DP6049
 DP6049                          SUPERSEDED SURVEY CONTROL
 DP6049
 DP6049.No superseded survey control is available for this station.
 DP6049
 DP6049_MARKER: DD = SURVEY DISK
 DP6049_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6049_STAMPING: 25915 B 2014
 DP6049_MARK LOGO: FLDEP
 DP6049_PROJECTION: RECESSED 10 CENTIMETERS
 DP6049_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6049+STABILITY: SURFACE MOTION
 DP6049_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6049+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2014
 DP6049_ROD/PIPE-DEPTH: 3.0 meters
 DP6049
 DP6049  HISTORY     - Date     Condition        Report By
 DP6049  HISTORY     - 20140701 MONUMENTED       FLDEP
 DP6049
 DP6049                          STATION DESCRIPTION
 DP6049
 DP6049'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6049'THE MARK IS ABOUT 10.1 MI (16.3 KM) SOUTH-SOUTHEAST OF BEE RIDGE, 3.4
 DP6049'MI (5.5 KM) NORTH-NORTHEAST OF VENICE, 1.7 MI (2.7 KM) EAST-NORTHEAST
 DP6049'OF LAUREL, IN SECTION 29, TOWNSHIP 38 SOUTH, RANGE 19 EAST.
 DP6049'
 DP6049'TO REACH THE MARK FROM THE JUNCTION OF THE INTERSTATE 75 NORTHBOUND
 DP6049'OVERPASS AND LAUREL ROAD (COUNTY ROAD 762) ABOUT 2.0 MI (3.2 KM)
 DP6049'NORTHEAST OF NOKOMIS, GO WEST ON LAUREL ROAD (COUNTY ROAD 762) FOR
 DP6049'1.55 MI (2.5 KM) TO THE JUNCTION OF KINGS WAY ON THE RIGHT.  TURN
 DP6049'RIGHT ON KINGS WAY AND GO NORTHEAST FOR 0.35 MI (0.6 KM) TO THE
 DP6049'ENTRANCE GATE TO A PRIVATE BOAT LANDING ON THE LEFT, A CODE IS
 DP6049'REQUIRED TO GET THROUGH THE GATE, THE CODE IS SUBJECT TO CHANGE AND
 DP6049'THE OWNERS NAME IS DANIEL WINICK AND HE LIVES ON THE ADJOINING
 DP6049'PROPERTY AT 1159 KING WAY.  TURN LEFT, PASSING THROUGH THE GATE AND GO
 DP6049'NORTH FOR 0.15 MI (0.2 KM) TO THE END OF THE DIRT ROAD AT THE BOAT
 DP6049'RAMP FROM THE BOAT RAMP WALK SOUTH FOR ABOUT 160.0 FT (48.8 M) TO A
 DP6049'DIM DIRT FOOT TRAIL LEADING WEST.  TURN LEFT ON THE FOOT TRAIL AND GO
 DP6049'WEST AND SOUTH FOR ABOUT 215.0 FT (65.5 M) TO A DOCK WITH THE GAGE
 DP6049'NUMBER 25915 AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DP6049'REFUSAL AT A DEPTH OF 10.0 FT (3.0 M) WITH A SURVEY DISK SET ON THE
 DP6049'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP6049'M) DEEP, RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND.
 DP6049'
 DP6049'LOCATED 80.7 FT (24.6 M) SOUTH-SOUTHWEST OF SURVEY MARK 25915 A, 43.0
 DP6049'FT (13.1 M) SOUTHWEST OF WELL SHAFT FOR GAGE 25915, 10.3 FT (3.1 M)
 DP6049'NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE DIRT TRAIL, 2.0 FT (0.6
 DP6049'M) SOUTH-SOUTHWEST OF THE CENTER OF THE WOODEN DOCK AND 1.0 FT (0.3 M)
 DP6049'SOUTHEAST OF A CARSONITE WITNESS POST.
 DP6049'
 DP6049'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6049'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6007 ***********************************************************************
 DP6007  DESIGNATION -  25937 A
 DP6007  PID         -  DP6007
 DP6007  STATE/COUNTY-  FL/SARASOTA
 DP6007  COUNTRY     -  US
 DP6007  USGS QUAD   -  MYAKKA RIVER (2018)
 DP6007
 DP6007                         *CURRENT SURVEY CONTROL
 DP6007  ______________________________________________________________________
 DP6007* NAD 83(1986) POSITION- 27 04 40.2    (N) 082 15 15.6    (W)   HD_HELD2
 DP6007* NAVD 88 ORTHO HEIGHT -     5.444 (meters)       17.86  (feet) ADJUSTED
 DP6007  ______________________________________________________________________
 DP6007  GEOID HEIGHT    -        -24.011 (meters)                     GEOID18
 DP6007  DYNAMIC HEIGHT  -          5.436 (meters)       17.83  (feet) COMP
 DP6007  MODELED GRAVITY -    979,132.1   (mgal)                       NAVD 88
 DP6007
 DP6007  VERT ORDER      -  FIRST     CLASS II
 DP6007
 DP6007.The horizontal coordinates were established by autonomous hand held GPS
 DP6007.observations and have an estimated accuracy of +/- 10 meters.
 DP6007
 DP6007.The orthometric height was determined by differential leveling and
 DP6007.adjusted by the NATIONAL GEODETIC SURVEY
 DP6007.in April 2015.
 DP6007
 DP6007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6007.GEOID18 height accuracy estimate available here.
 DP6007
 DP6007.Click photographs - Photos may exist for this station.
 DP6007
 DP6007.The dynamic height is computed by dividing the NAVD 88
 DP6007.geopotential number by the normal gravity value computed on the
 DP6007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6007.degrees latitude (g = 980.6199 gals.).
 DP6007
 DP6007.The modeled gravity was interpolated from observed gravity values.
 DP6007
 DP6007;                    North         East    Units  Estimated Accuracy
 DP6007;SPC FL W     -   304,053.      174,775.      MT  (+/- 10 meters HH2 GPS)
 DP6007
 DP6007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7563195675(NAD 83)
 DP6007
 DP6007                          SUPERSEDED SURVEY CONTROL
 DP6007
 DP6007.No superseded survey control is available for this station.
 DP6007
 DP6007_MARKER: DD = SURVEY DISK
 DP6007_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6007_STAMPING: 25937 A 2008
 DP6007_MARK LOGO: SFLWMD
 DP6007_PROJECTION: RECESSED 3 CENTIMETERS
 DP6007_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6007+STABILITY: SURFACE MOTION
 DP6007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6007+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2014
 DP6007_ROD/PIPE-DEPTH: 3.0 meters
 DP6007
 DP6007  HISTORY     - Date     Condition        Report By
 DP6007  HISTORY     - 20081029 MONUMENTED       SWFWMD
 DP6007  HISTORY     - 20140214 GOOD             FLDEP
 DP6007
 DP6007                          STATION DESCRIPTION
 DP6007
 DP6007'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6007'THE MARK IS ABOUT 10.0 MI (16.1 KM) NORTHEAST OF ENGLEWOOD, 8.3 MI
 DP6007'(13.4 KM) NORTH-NORTHWEST OF EL JOBEAN, 8.0 MI (12.9 KM) NORTHWEST OF
 DP6007'MURDOCK, IN SECTION 18, TOWNSHIP 39 SOUTH, RANGE 21 EAST.
 DP6007'
 DP6007'TO REACH THE MARK FROM THE INTERSECTION OF SUMTER BOULEVARD (COUNTY
 DP6007'ROAD 771) AND U.S. HIGHWAY 41 (TAMIAMI TRAIL) IN NORTH PORT, GO NORTH
 DP6007'ON SUMTER BOULEVARD (COUNTY ROAD 771) FOR 2.35 MI (3.8 KM) TO THE
 DP6007'INTERSECTION OF WEST PRICE BOULEVARD.  TURN LEFT ON WEST PRICE
 DP6007'BOULEVARD AND GO WEST FOR 3.0 MI (4.8 KM) TO THE JUNCTION OF SOUTH
 DP6007'CALERA STREET, THE NORTHPORT FIRE AND RESCUE STATION NUMBER 85, A WELL
 DP6007'SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DP6007'THE DEPTH OF 10.0 FT (3.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN
 DP6007'A 12-INCH (30 CM) ROUND CONCRETE MONUMENT UNKNOWN DEPTH, RECESSED 0.1
 DP6007'FT (3 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) ABOVE THE
 DP6007'LEVEL OF SOUTH CALERA STREET.
 DP6007'
 DP6007'LOCATED 115.0 FT (35.1 M) WEST OF THE APPROXIMATE CENTERLINE OF SOUTH
 DP6007'CALERA STREET, 74.6 FT (22.7 M) NORTHWEST OF SURVEY MARK 25937 B, 32.0
 DP6007'FT (9.8 M) WEST OF THE APPROXIMATE CENTERLINE OF THE METAL GATE
 DP6007'ENTRANCE TO THE WATER MONITORING WELL SITE, 4.0 FT (1.2 M) NORTHWEST
 DP6007'OF THE NORTHWEST CORNER OF THE METAL WELL BOX RECORDER SH-20 AND 0.8
 DP6007'FT (24 CM) SOUTHEAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6008 ***********************************************************************
 DP6008  DESIGNATION -  25937 B
 DP6008  PID         -  DP6008
 DP6008  STATE/COUNTY-  FL/SARASOTA
 DP6008  COUNTRY     -  US
 DP6008  USGS QUAD   -  MYAKKA RIVER (2018)
 DP6008
 DP6008                         *CURRENT SURVEY CONTROL
 DP6008  ______________________________________________________________________
 DP6008* NAD 83(1986) POSITION- 27 04 40.0    (N) 082 15 15.0    (W)   HD_HELD2
 DP6008* NAVD 88 ORTHO HEIGHT -     5.433 (meters)       17.82  (feet) ADJUSTED
 DP6008  ______________________________________________________________________
 DP6008  GEOID HEIGHT    -        -24.012 (meters)                     GEOID18
 DP6008  DYNAMIC HEIGHT  -          5.425 (meters)       17.80  (feet) COMP
 DP6008  MODELED GRAVITY -    979,132.1   (mgal)                       NAVD 88
 DP6008
 DP6008  VERT ORDER      -  FIRST     CLASS II
 DP6008
 DP6008.The horizontal coordinates were established by autonomous hand held GPS
 DP6008.observations and have an estimated accuracy of +/- 10 meters.
 DP6008
 DP6008.The orthometric height was determined by differential leveling and
 DP6008.adjusted by the NATIONAL GEODETIC SURVEY
 DP6008.in April 2015.
 DP6008
 DP6008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6008.GEOID18 height accuracy estimate available here.
 DP6008
 DP6008.Click photographs - Photos may exist for this station.
 DP6008
 DP6008.The dynamic height is computed by dividing the NAVD 88
 DP6008.geopotential number by the normal gravity value computed on the
 DP6008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6008.degrees latitude (g = 980.6199 gals.).
 DP6008
 DP6008.The modeled gravity was interpolated from observed gravity values.
 DP6008
 DP6008;                    North         East    Units  Estimated Accuracy
 DP6008;SPC FL W     -   304,047.      174,792.      MT  (+/- 10 meters HH2 GPS)
 DP6008
 DP6008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7564795669(NAD 83)
 DP6008
 DP6008                          SUPERSEDED SURVEY CONTROL
 DP6008
 DP6008.No superseded survey control is available for this station.
 DP6008
 DP6008_MARKER: DD = SURVEY DISK
 DP6008_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6008_STAMPING: 25937 B 2008
 DP6008_MARK LOGO: SFLWMD
 DP6008_PROJECTION: RECESSED 3 CENTIMETERS
 DP6008_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6008+STABILITY: SURFACE MOTION
 DP6008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6008+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2014
 DP6008_ROD/PIPE-DEPTH: 3.0 meters
 DP6008
 DP6008  HISTORY     - Date     Condition        Report By
 DP6008  HISTORY     - 20081029 MONUMENTED       SWFWMD
 DP6008  HISTORY     - 20140215 GOOD             FLDEP
 DP6008
 DP6008                          STATION DESCRIPTION
 DP6008
 DP6008'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6008'THE MARK IS ABOUT 10.0 MI (16.1 KM) NORTHEAST OF ENGLEWOOD, 8.3 MI
 DP6008'(13.4 KM) NORTH-NORTHWEST OF EL JOBEAN, 8.0 MI (12.9 KM) NORTHWEST OF
 DP6008'MURDOCK, IN SECTION 18, TOWNSHIP 39 SOUTH, RANGE 21 EAST.
 DP6008'
 DP6008'TO REACH THE MARK FROM THE INTERSECTION OF SUMTER BOULEVARD (COUNTY
 DP6008'ROAD 771) AND U.S. HIGHWAY 41 (TAMIAMI TRAIL) IN NORTH PORT, GO NORTH
 DP6008'ON SUMTER BOULEVARD (COUNTY ROAD 771) FOR 2.35 MI (3.8 KM) TO THE
 DP6008'INTERSECTION OF WEST PRICE BOULEVARD.  TURN LEFT ON WEST PRICE
 DP6008'BOULEVARD AND GO WEST FOR 3.0 MI (4.8 KM) TO THE JUNCTION OF SOUTH
 DP6008'CALERA STREET, THE NORTHPORT FIRE AND RESCUE STATION NUMBER 85, A WELL
 DP6008'SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO
 DP6008'THE DEPTH OF 10.0 FT (3.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN
 DP6008'A 12-INCH (30 CM) ROUND CONCRETE MONUMENT UNKNOWN DEPTH, RECESSED 0.1
 DP6008'FT (3 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) ABOVE THE
 DP6008'LEVEL OF SOUTH CALERA STREET.
 DP6008'
 DP6008'LOCATED 74.6 FT (22.7 M) SOUTHEAST OF SURVEY MARK 25937 A, 51.0 FT
 DP6008'(15.5 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE METAL
 DP6008'GATE ENTRANCE TO THE WATER MONITORING WELL SITE, 48.6 FT (14.8 M) WEST
 DP6008'OF THE APPROXIMATE CENTERLINE OF SOUTH CALERA STREET, 8.7 FT (2.7 M)
 DP6008'SOUTHEAST OF THE SOUTHEAST CORNER OF THE METAL WELL BOX RECORDER AND
 DP6008'5.7 FT (1.7 M) NORTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6010 ***********************************************************************
 DP6010  DESIGNATION -  25939 A
 DP6010  PID         -  DP6010
 DP6010  STATE/COUNTY-  FL/SARASOTA
 DP6010  COUNTRY     -  US
 DP6010  USGS QUAD   -  MYAKKA RIVER (2018)
 DP6010
 DP6010                         *CURRENT SURVEY CONTROL
 DP6010  ______________________________________________________________________
 DP6010* NAD 83(1986) POSITION- 27 02 43.8    (N) 082 17 33.1    (W)   HD_HELD2
 DP6010* NAVD 88 ORTHO HEIGHT -     6.537 (meters)       21.45  (feet) ADJUSTED
 DP6010  ______________________________________________________________________
 DP6010  GEOID HEIGHT    -        -23.929 (meters)                     GEOID18
 DP6010  DYNAMIC HEIGHT  -          6.527 (meters)       21.41  (feet) COMP
 DP6010  MODELED GRAVITY -    979,129.9   (mgal)                       NAVD 88
 DP6010
 DP6010  VERT ORDER      -  FIRST     CLASS II
 DP6010
 DP6010.The horizontal coordinates were established by autonomous hand held GPS
 DP6010.observations and have an estimated accuracy of +/- 10 meters.
 DP6010
 DP6010.The orthometric height was determined by differential leveling and
 DP6010.adjusted by the NATIONAL GEODETIC SURVEY
 DP6010.in April 2015.
 DP6010
 DP6010.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6010.GEOID18 height accuracy estimate available here.
 DP6010
 DP6010.Click photographs - Photos may exist for this station.
 DP6010
 DP6010.The dynamic height is computed by dividing the NAVD 88
 DP6010.geopotential number by the normal gravity value computed on the
 DP6010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6010.degrees latitude (g = 980.6199 gals.).
 DP6010
 DP6010.The modeled gravity was interpolated from observed gravity values.
 DP6010
 DP6010;                    North         East    Units  Estimated Accuracy
 DP6010;SPC FL W     -   300,479.      170,979.      MT  (+/- 10 meters HH2 GPS)
 DP6010
 DP6010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7180692132(NAD 83)
 DP6010
 DP6010                          SUPERSEDED SURVEY CONTROL
 DP6010
 DP6010.No superseded survey control is available for this station.
 DP6010
 DP6010_MARKER: DD = SURVEY DISK
 DP6010_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP6010_SP_SET: BRIDGE GUARDRAIL
 DP6010_STAMPING: 25939 A 2014
 DP6010_MARK LOGO: FLDEP
 DP6010_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6010_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6010+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DP6010
 DP6010  HISTORY     - Date     Condition        Report By
 DP6010  HISTORY     - 20140618 MONUMENTED       FLDEP
 DP6010
 DP6010                          STATION DESCRIPTION
 DP6010
 DP6010'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6010'THE MARK IS ABOUT 9.3 MI (15.0 KM) WEST-NORTHWEST OF MURDOCK, 7.5 MI
 DP6010'(12.1 KM) NORTHWEST OF EL JOBEAN, 6.9 MI (11.1 KM) NORTH-NORTHEAST OF
 DP6010'ENGLEWOOD, IN SECTION 34, TOWNSHIP 39 SOUTH, RANGE 20 EAST.
 DP6010'
 DP6010'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND COUNTY
 DP6010'ROAD 777 (RIVER ROAD) IN WARM MINERAL SPRINGS, GO EAST ON U.S. HIGHWAY
 DP6010'41 FOR 0.55 MI (0.9 KM) TO THE NORTHEAST END OF THE MYAKKA RIVER
 DP6010'BRIDGE AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE NORTHWEST
 DP6010'BRIDGE GUARDRAIL AND ABOUT 2.8 FT (0.9 M) ABOVE THE LEVEL OF U.S.
 DP6010'HIGHWAY 41 WESTBOUND LANES.
 DP6010'
 DP6010'LOCATED 375.5 FT (114.5 M) EAST-NORTHEAST OF SURVEY MARK 25939 B,
 DP6010'235.0 FT (71.6 M) EAST-NORTHEAST OF A STREAM GAUGE, 23.5 FT (7.2 M)
 DP6010'NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 41
 DP6010'WESTBOUND LANES AND 3.4 FT (1.0 M) WEST-SOUTHWEST OF THE NORTHEAST END
 DP6010'OF THE CONCRETE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6011 ***********************************************************************
 DP6011  DESIGNATION -  25939 B
 DP6011  PID         -  DP6011
 DP6011  STATE/COUNTY-  FL/SARASOTA
 DP6011  COUNTRY     -  US
 DP6011  USGS QUAD   -  MYAKKA RIVER (2018)
 DP6011
 DP6011                         *CURRENT SURVEY CONTROL
 DP6011  ______________________________________________________________________
 DP6011* NAD 83(1986) POSITION- 27 02 41.9    (N) 082 17 36.7    (W)   HD_HELD2
 DP6011* NAVD 88 ORTHO HEIGHT -     6.519 (meters)       21.39  (feet) ADJUSTED
 DP6011  ______________________________________________________________________
 DP6011  GEOID HEIGHT    -        -23.928 (meters)                     GEOID18
 DP6011  DYNAMIC HEIGHT  -          6.509 (meters)       21.35  (feet) COMP
 DP6011  MODELED GRAVITY -    979,129.9   (mgal)                       NAVD 88
 DP6011
 DP6011  VERT ORDER      -  FIRST     CLASS II
 DP6011
 DP6011.The horizontal coordinates were established by autonomous hand held GPS
 DP6011.observations and have an estimated accuracy of +/- 10 meters.
 DP6011
 DP6011.The orthometric height was determined by differential leveling and
 DP6011.adjusted by the NATIONAL GEODETIC SURVEY
 DP6011.in April 2015.
 DP6011
 DP6011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6011.GEOID18 height accuracy estimate available here.
 DP6011
 DP6011.Click photographs - Photos may exist for this station.
 DP6011
 DP6011.The dynamic height is computed by dividing the NAVD 88
 DP6011.geopotential number by the normal gravity value computed on the
 DP6011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6011.degrees latitude (g = 980.6199 gals.).
 DP6011
 DP6011.The modeled gravity was interpolated from observed gravity values.
 DP6011
 DP6011;                    North         East    Units  Estimated Accuracy
 DP6011;SPC FL W     -   300,421.      170,879.      MT  (+/- 10 meters HH2 GPS)
 DP6011
 DP6011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7170792074(NAD 83)
 DP6011
 DP6011                          SUPERSEDED SURVEY CONTROL
 DP6011
 DP6011.No superseded survey control is available for this station.
 DP6011
 DP6011_MARKER: DD = SURVEY DISK
 DP6011_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP6011_SP_SET: BRIDGE GUARDRAIL
 DP6011_STAMPING: 25939 B 2014
 DP6011_MARK LOGO: FLDEP
 DP6011_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6011_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6011+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2014
 DP6011
 DP6011  HISTORY     - Date     Condition        Report By
 DP6011  HISTORY     - 20140618 MONUMENTED       FLDEP
 DP6011
 DP6011                          STATION DESCRIPTION
 DP6011
 DP6011'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6011'THE MARK IS ABOUT 9.3 MI (15.0 KM) WEST-NORTHWEST OF MURDOCK, 7.5 MI
 DP6011'(12.1 KM) NORTHWEST OF EL JOBEAN, 6.9 MI (11.1 KM) NORTH-NORTHEAST OF
 DP6011'ENGLEWOOD, IN SECTION 34, TOWNSHIP 39 SOUTH, RANGE 20 EAST.
 DP6011'
 DP6011'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND COUNTY
 DP6011'ROAD 777 (RIVER ROAD) IN WARM MINERAL SPRINGS, GO EAST ON U.S. HIGHWAY
 DP6011'41 FOR 0.45 MI (0.7 KM) TO THE SOUTHWEST END OF THE MYAKKA RIVER
 DP6011'BRIDGE AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE SOUTHWEST
 DP6011'BRIDGE GUARDRAIL AND ABOUT 2.8 FT (0.9 M) ABOVE THE LEVEL OF U.S.
 DP6011'HIGHWAY 41 WESTBOUND LANES.
 DP6011'
 DP6011'LOCATED 375.5 FT (114.5 M) WEST-SOUTHWEST OF SURVEY MARK 25939 A,
 DP6011'140.5 FT (42.8 M) WEST-SOUTHWEST OF A STREAM GAUGE, 23.0 FT (7.0 M)
 DP6011'NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 41
 DP6011'WESTBOUND LANES AND 5.0 FT (1.5 M) NORTHEAST OF THE SOUTHWEST END OF
 DP6011'THE CONCRETE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5971 ***********************************************************************
 DP5971  DESIGNATION -  25940 A
 DP5971  PID         -  DP5971
 DP5971  STATE/COUNTY-  FL/SARASOTA
 DP5971  COUNTRY     -  US
 DP5971  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DP5971
 DP5971                         *CURRENT SURVEY CONTROL
 DP5971  ______________________________________________________________________
 DP5971* NAD 83(1986) POSITION- 27 13 08.3    (N) 082 20 03.1    (W)   HD_HELD2
 DP5971* NAVD 88 ORTHO HEIGHT -     4.592 (meters)       15.07  (feet) ADJUSTED
 DP5971  ______________________________________________________________________
 DP5971  GEOID HEIGHT    -        -24.276 (meters)                     GEOID18
 DP5971  DYNAMIC HEIGHT  -          4.585 (meters)       15.04  (feet) COMP
 DP5971  MODELED GRAVITY -    979,124.7   (mgal)                       NAVD 88
 DP5971
 DP5971  VERT ORDER      -  SECOND    CLASS I
 DP5971
 DP5971.The horizontal coordinates were established by autonomous hand held GPS
 DP5971.observations and have an estimated accuracy of +/- 10 meters.
 DP5971
 DP5971.The orthometric height was determined by differential leveling and
 DP5971.adjusted by the NATIONAL GEODETIC SURVEY
 DP5971.in March 2015.
 DP5971
 DP5971.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5971.GEOID18 height accuracy estimate available here.
 DP5971
 DP5971.Click photographs - Photos may exist for this station.
 DP5971
 DP5971.The dynamic height is computed by dividing the NAVD 88
 DP5971.geopotential number by the normal gravity value computed on the
 DP5971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5971.degrees latitude (g = 980.6199 gals.).
 DP5971
 DP5971.The modeled gravity was interpolated from observed gravity values.
 DP5971
 DP5971;                    North         East    Units  Estimated Accuracy
 DP5971;SPC FL W     -   319,710.      166,896.      MT  (+/- 10 meters HH2 GPS)
 DP5971
 DP5971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6787811392(NAD 83)
 DP5971
 DP5971                          SUPERSEDED SURVEY CONTROL
 DP5971
 DP5971.No superseded survey control is available for this station.
 DP5971
 DP5971_MARKER: DD = SURVEY DISK
 DP5971_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5971_STAMPING: 25940 A 2014
 DP5971_MARK LOGO: SFLWMD
 DP5971_PROJECTION: RECESSED 8 CENTIMETERS
 DP5971_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP5971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5971+STABILITY: SURFACE MOTION
 DP5971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5971+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2014
 DP5971_ROD/PIPE-DEPTH: 4.4 meters
 DP5971
 DP5971  HISTORY     - Date     Condition        Report By
 DP5971  HISTORY     - 20140509 MONUMENTED       FLDEP
 DP5971
 DP5971                          STATION DESCRIPTION
 DP5971
 DP5971'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP5971'THE MARK IS ABOUT 10.1 MI (16.3 KM) EAST-SOUTHEAST OF BEE RIDGE, 9.6
 DP5971'MI (15.4 KM) NORTHEAST OF LAUREL, 7.7 MI (12.4 KM) SOUTH-SOUTHWEST OF
 DP5971'OLD MYAKKA, IN SECTION 31, TOWNSHIP 37 SOUTH, RANGE 20 EAST.  NOTE THE
 DP5971'GATE ACCESS KEY TO THE MYAKKA RIVER STATE PARK WILDERNESS PRESERVE WAS
 DP5971'OBTAINED AT THE MYAKKA STATE PARK OFFICE.
 DP5971'
 DP5971'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND THE
 DP5971'INTERSTATE 75 OVERPASS ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF SARASOTA,
 DP5971'GO EAST ON STATE ROAD 72 FOR 8.0 MI (12.9 KM) TO THE JUNCTION OF LOWER
 DP5971'LAKE COURT ON THE RIGHT.  TURN RIGHT ON LOWER LAKE COURT AND GO
 DP5971'SOUTHWESTERLY FOR 0.1 MI (0.2 KM) TO A GATE ENTRANCE AT THE MYAKKA
 DP5971'RIVER STATE PARK WILDERNESS PRESERVE.  CONTINUE SOUTH THROUGH THE GATE
 DP5971'ENTRANCE ON THE DIM TRAIL FOR 1.8 MI (2.9 KM) TO A FORK IN THE TRAIL
 DP5971'AND A HIKING TRAIL LEADING TO LOWER MYAKKA LAKE.  CONTINUE SOUTH ON
 DP5971'THE HIKING TRAIL FOR ABOUT 100.0 FT (30.5 M) TO THE MARK ON THE RIGHT,
 DP5971'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 14.5 FT (4.4 M) WITH A
 DP5971'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP5971'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE
 DP5971'LEVEL OF THE GROUND AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE WALKING
 DP5971'TRAIL.
 DP5971'
 DP5971'LOCATED 147.5 FT (45.0 M) NORTH OF SURVEY MARK 25940 B, 91.0 FT (27.7
 DP5971'M) SOUTH-SOUTHWEST OF A FORK JUNCTION OF 2 DIM TRAILS, 11.0 FT (3.4 M)
 DP5971'WEST OF THE APPROXIMATE CENTERLINE OF A DIM TRAIL LEADING TO LOWER
 DP5971'MYAKKA LAKE AND 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
 DP5971'
 DP5971'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP5971'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5972 ***********************************************************************
 DP5972  DESIGNATION -  25940 B
 DP5972  PID         -  DP5972
 DP5972  STATE/COUNTY-  FL/SARASOTA
 DP5972  COUNTRY     -  US
 DP5972  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DP5972
 DP5972                         *CURRENT SURVEY CONTROL
 DP5972  ______________________________________________________________________
 DP5972* NAD 83(1986) POSITION- 27 13 07.0    (N) 082 20 03.2    (W)   HD_HELD2
 DP5972* NAVD 88 ORTHO HEIGHT -     3.767 (meters)       12.36  (feet) ADJUSTED
 DP5972  ______________________________________________________________________
 DP5972  GEOID HEIGHT    -        -24.275 (meters)                     GEOID18
 DP5972  DYNAMIC HEIGHT  -          3.761 (meters)       12.34  (feet) COMP
 DP5972  MODELED GRAVITY -    979,124.8   (mgal)                       NAVD 88
 DP5972
 DP5972  VERT ORDER      -  SECOND    CLASS I
 DP5972
 DP5972.The horizontal coordinates were established by autonomous hand held GPS
 DP5972.observations and have an estimated accuracy of +/- 10 meters.
 DP5972
 DP5972.The orthometric height was determined by differential leveling and
 DP5972.adjusted by the NATIONAL GEODETIC SURVEY
 DP5972.in March 2015.
 DP5972
 DP5972.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5972.GEOID18 height accuracy estimate available here.
 DP5972
 DP5972.Click photographs - Photos may exist for this station.
 DP5972
 DP5972.The dynamic height is computed by dividing the NAVD 88
 DP5972.geopotential number by the normal gravity value computed on the
 DP5972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5972.degrees latitude (g = 980.6199 gals.).
 DP5972
 DP5972.The modeled gravity was interpolated from observed gravity values.
 DP5972
 DP5972;                    North         East    Units  Estimated Accuracy
 DP5972;SPC FL W     -   319,670.      166,893.      MT  (+/- 10 meters HH2 GPS)
 DP5972
 DP5972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6787411352(NAD 83)
 DP5972
 DP5972                          SUPERSEDED SURVEY CONTROL
 DP5972
 DP5972.No superseded survey control is available for this station.
 DP5972
 DP5972_MARKER: DD = SURVEY DISK
 DP5972_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5972_STAMPING: 25940 B 2014
 DP5972_MARK LOGO: SFLWMD
 DP5972_PROJECTION: RECESSED 5 CENTIMETERS
 DP5972_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP5972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5972+STABILITY: SURFACE MOTION
 DP5972_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5972+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2014
 DP5972_ROD/PIPE-DEPTH: 3.9 meters
 DP5972
 DP5972  HISTORY     - Date     Condition        Report By
 DP5972  HISTORY     - 20140509 MONUMENTED       FLDEP
 DP5972
 DP5972                          STATION DESCRIPTION
 DP5972
 DP5972'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP5972'THE MARK IS ABOUT 10.1 MI (16.3 KM) EAST-SOUTHEAST OF BEE RIDGE, 9.5
 DP5972'MI (15.3 KM) NORTHEAST OF LAUREL, 7.7 MI (12.4 KM) SOUTH-SOUTHWEST OF
 DP5972'OLD MYAKKA, IN SECTION 31, TOWNSHIP 37 SOUTH, RANGE 20 EAST.  NOTE THE
 DP5972'GATE ACCESS KEY TO THE MYAKKA RIVER STATE PARK WILDERNESS PRESERVE WAS
 DP5972'OBTAINED AT THE MYAKKA STATE PARK OFFICE.
 DP5972'
 DP5972'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND THE
 DP5972'INTERSTATE 75 OVERPASS ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF SARASOTA,
 DP5972'GO EAST ON STATE ROAD 72 FOR 8.0 MI (12.9 KM) TO THE JUNCTION OF LOWER
 DP5972'LAKE COURT ON THE RIGHT.  TURN RIGHT ON LOWER LAKE COURT AND GO
 DP5972'SOUTHWESTERLY FOR 0.1 MI (0.2 KM) TO A GATE ENTRANCE AT THE MYAKKA
 DP5972'RIVER STATE PARK WILDERNESS PRESERVE.  CONTINUE SOUTH THROUGH THE GATE
 DP5972'ENTRANCE ON THE DIM TRAIL FOR 1.8 MI (2.9 KM) TO A FORK IN THE TRAIL
 DP5972'AND A HIKING TRAIL LEADING TO LOWER MYAKKA LAKE.  CONTINUE SOUTH ON
 DP5972'THE HIKING TRAIL FOR ABOUT 250.0 FT (76.2 M) TO A STAFF GAUGE ON THE
 DP5972'LOWER MYAKKA LAKE AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DP5972'REFUSAL AT A DEPTH OF 12.7 FT (3.9 M) WITH A SURVEY DISK SET ON THE
 DP5972'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP5972'M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DP5972'LEVEL WITH THE HIKING TRAIL.
 DP5972'
 DP5972'LOCATED 147.5 FT (45.0 M) SOUTH OF SURVEY MARK 25940 A, 44.3 FT (13.5
 DP5972'M) WEST-SOUTHWEST OF THE NORTHERN MOST STAFF GAUGE ON LOWER MYAKKA
 DP5972'LAKE, 15.0 FT (4.6 M) WEST OF THE APPROXIMATE CENTERLINE OF A DIM
 DP5972'HIKING TRAIL LEADING TO LOWER MYAKKA LAKE AND 1.3 FT (0.4 M)
 DP5972'EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DP5972'
 DP5972'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP5972'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5977 ***********************************************************************
 DP5977  DESIGNATION -  25941 A
 DP5977  PID         -  DP5977
 DP5977  STATE/COUNTY-  FL/SARASOTA
 DP5977  COUNTRY     -  US
 DP5977  USGS QUAD   -  OLD MYAKKA (2018)
 DP5977
 DP5977                         *CURRENT SURVEY CONTROL
 DP5977  ______________________________________________________________________
 DP5977* NAD 83(1986) POSITION- 27 15 48.9    (N) 082 17 18.1    (W)   HD_HELD2
 DP5977* NAVD 88 ORTHO HEIGHT -     4.745 (meters)       15.57  (feet) ADJUSTED
 DP5977  ______________________________________________________________________
 DP5977  GEOID HEIGHT    -        -24.407 (meters)                     GEOID18
 DP5977  DYNAMIC HEIGHT  -          4.738 (meters)       15.54  (feet) COMP
 DP5977  MODELED GRAVITY -    979,121.8   (mgal)                       NAVD 88
 DP5977
 DP5977  VERT ORDER      -  SECOND    CLASS I
 DP5977
 DP5977.The horizontal coordinates were established by autonomous hand held GPS
 DP5977.observations and have an estimated accuracy of +/- 10 meters.
 DP5977
 DP5977.The orthometric height was determined by differential leveling and
 DP5977.adjusted by the NATIONAL GEODETIC SURVEY
 DP5977.in March 2015.
 DP5977
 DP5977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5977.GEOID18 height accuracy estimate available here.
 DP5977
 DP5977.Click photographs - Photos may exist for this station.
 DP5977
 DP5977.The dynamic height is computed by dividing the NAVD 88
 DP5977.geopotential number by the normal gravity value computed on the
 DP5977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5977.degrees latitude (g = 980.6199 gals.).
 DP5977
 DP5977.The modeled gravity was interpolated from observed gravity values.
 DP5977
 DP5977;                    North         East    Units  Estimated Accuracy
 DP5977;SPC FL W     -   324,642.      171,447.      MT  (+/- 10 meters HH2 GPS)
 DP5977
 DP5977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7246816286(NAD 83)
 DP5977
 DP5977                          SUPERSEDED SURVEY CONTROL
 DP5977
 DP5977.No superseded survey control is available for this station.
 DP5977
 DP5977_MARKER: DD = SURVEY DISK
 DP5977_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5977_STAMPING: 25941 A 2014
 DP5977_MARK LOGO: SFLWMD
 DP5977_PROJECTION: RECESSED 5 CENTIMETERS
 DP5977_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP5977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5977+STABILITY: SURFACE MOTION
 DP5977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5977+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2014
 DP5977_ROD/PIPE-DEPTH: 5.4 meters
 DP5977
 DP5977  HISTORY     - Date     Condition        Report By
 DP5977  HISTORY     - 20140509 MONUMENTED       FLDEP
 DP5977
 DP5977                          STATION DESCRIPTION
 DP5977
 DP5977'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP5977'THE MARK IS ABOUT 9.8 MI (15.7 KM) SOUTHWEST OF MYAKKA CITY, 8.5 MI
 DP5977'(13.7 KM) SOUTH OF VERNA, 3.6 MI (5.8 KM) SOUTH-SOUTHWEST OF OLD
 DP5977'MYAKKA, IN SECTION 15, TOWNSHIP 37 SOUTH, RANGE 20 EAST.
 DP5977'
 DP5977'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND THE
 DP5977'INTERSTATE 75 OVERPASS ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF SARASOTA,
 DP5977'GO EAST ON STATE ROAD 72 FOR 8.65 MI (13.9 KM) TO THE JUNCTION OF
 DP5977'MYAKKA STATE PARK ROAD AND THE ENTRANCE TO THE MYAKKA RIVER STATE PARK
 DP5977'ON THE LEFT, TURN LEFT ON MYAKKA STATE PARK ROAD PASSING THROUGH THE
 DP5977'PARK ENTRANCE, AND GO NORTHEAST FOR 3.0 MI (4.8 KM) TO MYAKKA OUTPOST
 DP5977'CAFE AND GIFTS, A TRAM LOADING AREA ON THE RIGHT AND THE MARK ON THE
 DP5977'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 17.7 FT (5.4 M)
 DP5977'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP5977'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM)
 DP5977'BELOW THE LEVEL OF THE GROUND AND 0.6 FT (18 CM) BELOW THE LEVEL OF
 DP5977'MYAKKA STATE PARK ROAD.
 DP5977'
 DP5977'LOCATED ABOUT 305.0 FT (93.0 M) SOUTH OF SURVEY MARK 25941 B, 34.5 FT
 DP5977'(10.5 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE NORTHERN
 DP5977'MOST ENTRANCE TO A TRAM LOADING AREA, 33.0 FT (10.1 M) EAST-NORTHEAST
 DP5977'OF THE APPROXIMATE CENTERLINE OF MYAKKA STATE PARK ROAD, 1.5 FT (0.5
 DP5977'M) NORTHWEST OF A WOODEN FENCE POST AND 1.2 FT (0.4 M) NORTHWEST OF A
 DP5977'CARSONITE WITNESS POST.
 DP5977'
 DP5977'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP5977'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5978 ***********************************************************************
 DP5978  DESIGNATION -  25941 B
 DP5978  PID         -  DP5978
 DP5978  STATE/COUNTY-  FL/SARASOTA
 DP5978  COUNTRY     -  US
 DP5978  USGS QUAD   -  OLD MYAKKA (2018)
 DP5978
 DP5978                         *CURRENT SURVEY CONTROL
 DP5978  ______________________________________________________________________
 DP5978* NAD 83(1986) POSITION- 27 15 52.0    (N) 082 17 18.5    (W)   HD_HELD2
 DP5978* NAVD 88 ORTHO HEIGHT -     4.892 (meters)       16.05  (feet) ADJUSTED
 DP5978  ______________________________________________________________________
 DP5978  GEOID HEIGHT    -        -24.408 (meters)                     GEOID18
 DP5978  DYNAMIC HEIGHT  -          4.885 (meters)       16.03  (feet) COMP
 DP5978  MODELED GRAVITY -    979,121.8   (mgal)                       NAVD 88
 DP5978
 DP5978  VERT ORDER      -  SECOND    CLASS I
 DP5978
 DP5978.The horizontal coordinates were established by autonomous hand held GPS
 DP5978.observations and have an estimated accuracy of +/- 10 meters.
 DP5978
 DP5978.The orthometric height was determined by differential leveling and
 DP5978.adjusted by the NATIONAL GEODETIC SURVEY
 DP5978.in March 2015.
 DP5978
 DP5978.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5978.GEOID18 height accuracy estimate available here.
 DP5978
 DP5978.Click photographs - Photos may exist for this station.
 DP5978
 DP5978.The dynamic height is computed by dividing the NAVD 88
 DP5978.geopotential number by the normal gravity value computed on the
 DP5978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5978.degrees latitude (g = 980.6199 gals.).
 DP5978
 DP5978.The modeled gravity was interpolated from observed gravity values.
 DP5978
 DP5978;                    North         East    Units  Estimated Accuracy
 DP5978;SPC FL W     -   324,737.      171,437.      MT  (+/- 10 meters HH2 GPS)
 DP5978
 DP5978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7245816382(NAD 83)
 DP5978
 DP5978                          SUPERSEDED SURVEY CONTROL
 DP5978
 DP5978.No superseded survey control is available for this station.
 DP5978
 DP5978_MARKER: DD = SURVEY DISK
 DP5978_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5978_STAMPING: 25941 B 2014
 DP5978_MARK LOGO: SFLWMD
 DP5978_PROJECTION: RECESSED 5 CENTIMETERS
 DP5978_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP5978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5978+STABILITY: SURFACE MOTION
 DP5978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5978+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2014
 DP5978_ROD/PIPE-DEPTH: 5.2 meters
 DP5978
 DP5978  HISTORY     - Date     Condition        Report By
 DP5978  HISTORY     - 20140509 MONUMENTED       FLDEP
 DP5978
 DP5978                          STATION DESCRIPTION
 DP5978
 DP5978'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP5978'THE MARK IS ABOUT 9.8 MI (15.8 KM) SOUTHWEST OF MYAKKA CITY, 8.5 MI
 DP5978'(13.7 KM) SOUTH OF VERNA, 3.6 MI (5.8 KM) SOUTH-SOUTHWEST OF OLD
 DP5978'MYAKKA, IN SECTION 15, TOWNSHIP 37 SOUTH, RANGE 20 EAST.
 DP5978'
 DP5978'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND THE
 DP5978'INTERSTATE 75 OVERPASS ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF SARASOTA,
 DP5978'GO EAST ON STATE ROAD 72 FOR 8.65 MI (13.9 KM) TO THE JUNCTION OF
 DP5978'MYAKKA STATE PARK ROAD AND THE ENTRANCE TO THE MYAKKA RIVER STATE PARK
 DP5978'ON THE LEFT.  TURN LEFT ON MYAKKA STATE PARK ROAD PASSING THROUGH THE
 DP5978'PARK ENTRANCE AND GO NORTHEAST FOR 3.0 MI (4.8 KM) TO MYAKKA OUTPOST
 DP5978'CAFE AND GIFTS, A STAFF GAUGE ON THE RIGHT AND THE MARK ON THE RIGHT,
 DP5978'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 16.9 FT (5.2 M) WITH A
 DP5978'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP5978'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE
 DP5978'LEVEL OF THE GROUND AND LEVEL WITH MYAKKA STATE PARK ROAD.
 DP5978'
 DP5978'LOCATED ABOUT 305.0 FT (93.0 M) NORTH OF SURVEY MARK 25941 A, 44.9 FT
 DP5978'(13.7 M) SOUTH OF THE SOUTHWEST CORNER OF A COVERED DECK OF AN AIRBOAT
 DP5978'TOUR TICKET BOOTH, 38.9 FT (11.9 M) WEST-NORTHWEST OF A STAFF GAUGE ON
 DP5978'THE UPPER MYAKKA RIVER, 28.7 FT (8.7 M) EAST OF THE APPROXIMATE
 DP5978'CENTERLINE OF MYAKKA STATE PARK ROAD AND 1.6 FT (0.5 M) SOUTH OF A
 DP5978'CARSONITE WITNESS POST.
 DP5978'
 DP5978'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP5978'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6712 ***********************************************************************
 DP6712  DESIGNATION -  25945 A
 DP6712  PID         -  DP6712
 DP6712  STATE/COUNTY-  FL/MANATEE
 DP6712  COUNTRY     -  US
 DP6712  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6712
 DP6712                         *CURRENT SURVEY CONTROL
 DP6712  ______________________________________________________________________
 DP6712* NAD 83(1986) POSITION- 27 23 05.6    (N) 082 07 46.5    (W)   HD_HELD2
 DP6712* NAVD 88 ORTHO HEIGHT -    13.834 (meters)       45.39  (feet) ADJUSTED
 DP6712  ______________________________________________________________________
 DP6712  GEOID HEIGHT    -        -24.654 (meters)                     GEOID18
 DP6712  DYNAMIC HEIGHT  -         13.813 (meters)       45.32  (feet) COMP
 DP6712  MODELED GRAVITY -    979,131.9   (mgal)                       NAVD 88
 DP6712
 DP6712  VERT ORDER      -  SECOND    CLASS I
 DP6712
 DP6712.The horizontal coordinates were established by autonomous hand held GPS
 DP6712.observations and have an estimated accuracy of +/- 10 meters.
 DP6712
 DP6712.The orthometric height was determined by differential leveling and
 DP6712.adjusted by the NATIONAL GEODETIC SURVEY
 DP6712.in July 2015.
 DP6712
 DP6712.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6712.GEOID18 height accuracy estimate available here.
 DP6712
 DP6712.Click photographs - Photos may exist for this station.
 DP6712
 DP6712.The dynamic height is computed by dividing the NAVD 88
 DP6712.geopotential number by the normal gravity value computed on the
 DP6712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6712.degrees latitude (g = 980.6199 gals.).
 DP6712
 DP6712.The modeled gravity was interpolated from observed gravity values.
 DP6712
 DP6712;                    North         East    Units  Estimated Accuracy
 DP6712;SPC FL W     -   338,056.      187,183.      MT  (+/- 10 meters HH2 GPS)
 DP6712
 DP6712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8830829572(NAD 83)
 DP6712
 DP6712                          SUPERSEDED SURVEY CONTROL
 DP6712
 DP6712.No superseded survey control is available for this station.
 DP6712
 DP6712_MARKER: DD = SURVEY DISK
 DP6712_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6712_STAMPING: 25945 A 2014
 DP6712_MARK LOGO: SFLWMD
 DP6712_PROJECTION: RECESSED 3 CENTIMETERS
 DP6712_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6712+STABILITY: SURFACE MOTION
 DP6712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6712+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2014
 DP6712_ROD/PIPE-DEPTH: 11.1 meters
 DP6712
 DP6712  HISTORY     - Date     Condition        Report By
 DP6712  HISTORY     - 20140409 MONUMENTED       FLDEP
 DP6712
 DP6712                          STATION DESCRIPTION
 DP6712
 DP6712'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6712'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF MYAKKA HEAD, 5.0
 DP6712'MI (8.0 KM) NORTH-NORTHWEST OF EDGEVILLE, 3.1 MI (5.0 KM) NORTHEAST OF
 DP6712'MYAKKA CITY, IN SECTION 32, TOWNSHIP 35 SOUTH, RANGE 22 EAST.
 DP6712'
 DP6712'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6712'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6712'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6712'4.2 MI (6.8 KM) TO THE JUNCTION OF GRANGER FARMS ROAD ON THE RIGHT.
 DP6712'TURN RIGHT ON GRANGER FARMS ROAD AND GO EAST FOR 0.25 MI (0.4 KM) TO A
 DP6712'DIM TRAIL SERVICE ROAD AT GRANGER FARMS ON THE RIGHT.  TURN RIGHT ON
 DP6712'THE DIM TRAIL SERVICE ROAD AND GO SOUTH FOR 0.6 MI (1.0 KM) TO A FORK
 DP6712'IN THE DIM TRAIL, BEAR RIGHT AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE
 DP6712'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 36.5
 DP6712'FT (11.1 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP6712'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.1 FT (3
 DP6712'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DP6712'
 DP6712'LOCATED 190.0 FT (57.9 M) NORTH-NORTHEAST OF A STAFF GAUGE, 74.5 FT
 DP6712'(22.7 M) NORTH OF SURVEY MARK 25945 B, 9.0 FT (2.7 M) WEST OF A BARB
 DP6712'WIRE FENCE AND 7.5 FT (2.3 M) WEST OF A CARSONITE WITNESS POST.
 DP6712'
 DP6712'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6712'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6713 ***********************************************************************
 DP6713  DESIGNATION -  25945 B
 DP6713  PID         -  DP6713
 DP6713  STATE/COUNTY-  FL/MANATEE
 DP6713  COUNTRY     -  US
 DP6713  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6713
 DP6713                         *CURRENT SURVEY CONTROL
 DP6713  ______________________________________________________________________
 DP6713* NAD 83(1986) POSITION- 27 23 04.7    (N) 082 07 46.4    (W)   HD_HELD2
 DP6713* NAVD 88 ORTHO HEIGHT -    13.498 (meters)       44.28  (feet) ADJUSTED
 DP6713  ______________________________________________________________________
 DP6713  GEOID HEIGHT    -        -24.654 (meters)                     GEOID18
 DP6713  DYNAMIC HEIGHT  -         13.477 (meters)       44.22  (feet) COMP
 DP6713  MODELED GRAVITY -    979,131.9   (mgal)                       NAVD 88
 DP6713
 DP6713  VERT ORDER      -  SECOND    CLASS I
 DP6713
 DP6713.The horizontal coordinates were established by autonomous hand held GPS
 DP6713.observations and have an estimated accuracy of +/- 10 meters.
 DP6713
 DP6713.The orthometric height was determined by differential leveling and
 DP6713.adjusted by the NATIONAL GEODETIC SURVEY
 DP6713.in July 2015.
 DP6713
 DP6713.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6713.GEOID18 height accuracy estimate available here.
 DP6713
 DP6713.Click photographs - Photos may exist for this station.
 DP6713
 DP6713.The dynamic height is computed by dividing the NAVD 88
 DP6713.geopotential number by the normal gravity value computed on the
 DP6713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6713.degrees latitude (g = 980.6199 gals.).
 DP6713
 DP6713.The modeled gravity was interpolated from observed gravity values.
 DP6713
 DP6713;                    North         East    Units  Estimated Accuracy
 DP6713;SPC FL W     -   338,029.      187,186.      MT  (+/- 10 meters HH2 GPS)
 DP6713
 DP6713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8831029545(NAD 83)
 DP6713
 DP6713                          SUPERSEDED SURVEY CONTROL
 DP6713
 DP6713.No superseded survey control is available for this station.
 DP6713
 DP6713_MARKER: DD = SURVEY DISK
 DP6713_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6713_STAMPING: 25945 B 2014
 DP6713_MARK LOGO: SFLWMD
 DP6713_PROJECTION: RECESSED 5 CENTIMETERS
 DP6713_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6713+STABILITY: SURFACE MOTION
 DP6713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6713+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2014
 DP6713_ROD/PIPE-DEPTH: 12.9 meters
 DP6713
 DP6713  HISTORY     - Date     Condition        Report By
 DP6713  HISTORY     - 20140409 MONUMENTED       FLDEP
 DP6713
 DP6713                          STATION DESCRIPTION
 DP6713
 DP6713'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6713'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHWEST OF MYAKKA HEAD, 5.0
 DP6713'MI (8.0 KM) NORTH-NORTHWEST OF EDGEVILLE, 3.1 MI (5.0 KM) NORTHEAST OF
 DP6713'MYAKKA CITY, IN SECTION 32, TOWNSHIP 35 SOUTH, RANGE 22 EAST.
 DP6713'
 DP6713'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6713'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6713'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6713'4.2 MI (6.8 KM) TO THE JUNCTION OF GRANGER FARMS ROAD ON THE RIGHT.
 DP6713'TURN RIGHT ON GRANGER FARMS ROAD AND GO EAST FOR 0.25 MI (0.4 KM) TO A
 DP6713'DIM TRAIL SERVICE ROAD AT GRANGER FARMS ON THE RIGHT.  TURN RIGHT ON
 DP6713'THE DIM TRAIL SERVICE ROAD AND GO SOUTH FOR 0.6 MI (1.0 KM) TO A FORK
 DP6713'IN THE DIM TRAIL, BEAR RIGHT AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE
 DP6713'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 42.2
 DP6713'FT (12.9 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP6713'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6
 DP6713'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DP6713'
 DP6713'LOCATED 121.5 FT (37.0 M) NORTHEAST OF A STAFF GAUGE, 74.5 FT (22.7 M)
 DP6713'SOUTH OF SURVEY MARK 25945 A, 11.3 FT (3.4 M) WEST OF A BARB WIRE
 DP6713'FENCE AND 8.6 FT (2.6 M) WEST OF A CARSONITE WITNESS POST.
 DP6713'
 DP6713'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6713'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6708 ***********************************************************************
 DP6708  DESIGNATION -  25947 A
 DP6708  PID         -  DP6708
 DP6708  STATE/COUNTY-  FL/MANATEE
 DP6708  COUNTRY     -  US
 DP6708  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6708
 DP6708                         *CURRENT SURVEY CONTROL
 DP6708  ______________________________________________________________________
 DP6708* NAD 83(1986) POSITION- 27 24 31.2    (N) 082 07 37.4    (W)   HD_HELD2
 DP6708* NAVD 88 ORTHO HEIGHT -    13.989 (meters)       45.90  (feet) ADJUSTED
 DP6708  ______________________________________________________________________
 DP6708  GEOID HEIGHT    -        -24.687 (meters)                     GEOID18
 DP6708  DYNAMIC HEIGHT  -         13.968 (meters)       45.83  (feet) COMP
 DP6708  MODELED GRAVITY -    979,133.8   (mgal)                       NAVD 88
 DP6708
 DP6708  VERT ORDER      -  SECOND    CLASS I
 DP6708
 DP6708.The horizontal coordinates were established by autonomous hand held GPS
 DP6708.observations and have an estimated accuracy of +/- 10 meters.
 DP6708
 DP6708.The orthometric height was determined by differential leveling and
 DP6708.adjusted by the NATIONAL GEODETIC SURVEY
 DP6708.in July 2015.
 DP6708
 DP6708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6708.GEOID18 height accuracy estimate available here.
 DP6708
 DP6708.Click photographs - Photos may exist for this station.
 DP6708
 DP6708.The dynamic height is computed by dividing the NAVD 88
 DP6708.geopotential number by the normal gravity value computed on the
 DP6708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6708.degrees latitude (g = 980.6199 gals.).
 DP6708
 DP6708.The modeled gravity was interpolated from observed gravity values.
 DP6708
 DP6708;                    North         East    Units  Estimated Accuracy
 DP6708;SPC FL W     -   340,691.      187,436.      MT  (+/- 10 meters HH2 GPS)
 DP6708
 DP6708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8858132204(NAD 83)
 DP6708
 DP6708                          SUPERSEDED SURVEY CONTROL
 DP6708
 DP6708.No superseded survey control is available for this station.
 DP6708
 DP6708_MARKER: DD = SURVEY DISK
 DP6708_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6708_STAMPING: 25947 A 2014
 DP6708_MARK LOGO: SFLWMD
 DP6708_PROJECTION: RECESSED 3 CENTIMETERS
 DP6708_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6708+STABILITY: SURFACE MOTION
 DP6708_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6708+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2014
 DP6708_ROD/PIPE-DEPTH: 11.4 meters
 DP6708
 DP6708  HISTORY     - Date     Condition        Report By
 DP6708  HISTORY     - 20140425 MONUMENTED       FLDEP
 DP6708
 DP6708                          STATION DESCRIPTION
 DP6708
 DP6708'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6708'THE MARK IS ABOUT 6.6 MI (10.6 KM) NORTH OF EDGEVILLE, 5.1 MI (8.2 KM)
 DP6708'SOUTHWEST OF MYAKKA HEAD, 4.6 MI (7.4 KM) NORTH-NORTHEAST OF MYAKKA
 DP6708'CITY, IN SECTION 29, TOWNSHIP 35 SOUTH, RANGE 22 EAST.
 DP6708'
 DP6708'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6708'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6708'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6708'5.2 MI (8.4 KM) TO THE JUNCTION OF 73RD AVENUE EAST ON THE RIGHT.
 DP6708'TURN RIGHT ON 73RD AVENUE EAST AND GO EAST FOR 0.3 MI (0.5 KM) TO A
 DP6708'DIM TRAIL WITH A METAL GATE ON THE LEFT.  TURN LEFT ON THE DIM TRAIL
 DP6708'PASSING THROUGH THE GATE AND GO NORTH THEN NORTHEAST FOR 0.15 MI (0.2
 DP6708'KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP6708'DEPTH OF 37.5 FT (11.4 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP6708'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DP6708'RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 DP6708'THE DIM TRAIL.
 DP6708'
 DP6708'LOCATED 193.0 FT (58.8 M) SOUTHEAST OF A BARB WIRE FENCE, 58.0 FT
 DP6708'(17.7 M) NORTH-NORTHWEST OF SURVEY MARK 25947 B, 12.5 FT (3.8 M)
 DP6708'EAST-NORTHEAST OF A 17-INCH (43 CM) DIAMETER PINE TREE AND 5.8 FT (1.8
 DP6708'M) NORTH OF A CARSONITE WITNESS POST.
 DP6708'
 DP6708'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6708'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6709 ***********************************************************************
 DP6709  DESIGNATION -  25947 B
 DP6709  PID         -  DP6709
 DP6709  STATE/COUNTY-  FL/MANATEE
 DP6709  COUNTRY     -  US
 DP6709  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6709
 DP6709                         *CURRENT SURVEY CONTROL
 DP6709  ______________________________________________________________________
 DP6709* NAD 83(1986) POSITION- 27 24 31.1    (N) 082 07 37.3    (W)   HD_HELD2
 DP6709* NAVD 88 ORTHO HEIGHT -    13.602 (meters)       44.63  (feet) ADJUSTED
 DP6709  ______________________________________________________________________
 DP6709  GEOID HEIGHT    -        -24.687 (meters)                     GEOID18
 DP6709  DYNAMIC HEIGHT  -         13.581 (meters)       44.56  (feet) COMP
 DP6709  MODELED GRAVITY -    979,133.8   (mgal)                       NAVD 88
 DP6709
 DP6709  VERT ORDER      -  SECOND    CLASS I
 DP6709
 DP6709.The horizontal coordinates were established by autonomous hand held GPS
 DP6709.observations and have an estimated accuracy of +/- 10 meters.
 DP6709
 DP6709.The orthometric height was determined by differential leveling and
 DP6709.adjusted by the NATIONAL GEODETIC SURVEY
 DP6709.in July 2015.
 DP6709
 DP6709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6709.GEOID18 height accuracy estimate available here.
 DP6709
 DP6709.Click photographs - Photos may exist for this station.
 DP6709
 DP6709.The dynamic height is computed by dividing the NAVD 88
 DP6709.geopotential number by the normal gravity value computed on the
 DP6709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6709.degrees latitude (g = 980.6199 gals.).
 DP6709
 DP6709.The modeled gravity was interpolated from observed gravity values.
 DP6709
 DP6709;                    North         East    Units  Estimated Accuracy
 DP6709;SPC FL W     -   340,688.      187,438.      MT  (+/- 10 meters HH2 GPS)
 DP6709
 DP6709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8858432201(NAD 83)
 DP6709
 DP6709                          SUPERSEDED SURVEY CONTROL
 DP6709
 DP6709.No superseded survey control is available for this station.
 DP6709
 DP6709_MARKER: DD = SURVEY DISK
 DP6709_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6709_STAMPING: 25947 B 2014
 DP6709_MARK LOGO: SFLWMD
 DP6709_PROJECTION: RECESSED 3 CENTIMETERS
 DP6709_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6709+STABILITY: SURFACE MOTION
 DP6709_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6709+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2014
 DP6709_ROD/PIPE-DEPTH: 6.7 meters
 DP6709
 DP6709  HISTORY     - Date     Condition        Report By
 DP6709  HISTORY     - 20140425 MONUMENTED       FLDEP
 DP6709
 DP6709                          STATION DESCRIPTION
 DP6709
 DP6709'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6709'THE MARK IS ABOUT 6.6 MI (10.6 KM) NORTH OF EDGEVILLE, 5.1 MI (8.2 KM)
 DP6709'SOUTHWEST OF MYAKKA HEAD, 4.6 MI (7.4 KM) NORTH-NORTHEAST OF MYAKKA
 DP6709'CITY, IN SECTION 29, TOWNSHIP 35 SOUTH, RANGE 22 EAST.
 DP6709'
 DP6709'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6709'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6709'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6709'5.2 MI (8.4 KM) TO THE JUNCTION OF 73RD AVENUE EAST ON THE RIGHT.
 DP6709'TURN RIGHT ON 73RD AVENUE EAST AND GO EAST FOR 0.3 MI (0.5 KM) TO A
 DP6709'DIM TRAIL WITH A METAL GATE ON THE LEFT.  TURN LEFT ON THE DIM TRAIL
 DP6709'PASSING THROUGH THE GATE AND GO NORTH THEN NORTHEAST FOR 0.15 MI (0.2
 DP6709'KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP6709'DEPTH OF 22.0 FT (6.7 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP6709'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DP6709'RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 DP6709'THE DIM TRAIL.
 DP6709'
 DP6709'LOCATED 251.0 FT (76.5 M) SOUTHEAST OF A BARB WIRE FENCE, 58.0 FT
 DP6709'(17.7 M) SOUTH-SOUTHEAST OF SURVEY MARK 25947 A, 7.8 FT (2.4 M)
 DP6709'EAST-NORTHEAST OF A 17-INCH (43 CM) DIAMETER PINE TREE AND 3.3 FT (1.0
 DP6709'M) NORTHEAST OF A CARSONITE WITNESS POST.
 DP6709'
 DP6709'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6709'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6705 ***********************************************************************
 DP6705  DESIGNATION -  25948 A
 DP6705  PID         -  DP6705
 DP6705  STATE/COUNTY-  FL/MANATEE
 DP6705  COUNTRY     -  US
 DP6705  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6705
 DP6705                         *CURRENT SURVEY CONTROL
 DP6705  ______________________________________________________________________
 DP6705* NAD 83(1986) POSITION- 27 25 40.8    (N) 082 08 18.0    (W)   HD_HELD2
 DP6705* NAVD 88 ORTHO HEIGHT -    13.862 (meters)       45.48  (feet) ADJUSTED
 DP6705  ______________________________________________________________________
 DP6705  GEOID HEIGHT    -        -24.711 (meters)                     GEOID18
 DP6705  DYNAMIC HEIGHT  -         13.841 (meters)       45.41  (feet) COMP
 DP6705  MODELED GRAVITY -    979,134.3   (mgal)                       NAVD 88
 DP6705
 DP6705  VERT ORDER      -  SECOND    CLASS I
 DP6705
 DP6705.The horizontal coordinates were established by autonomous hand held GPS
 DP6705.observations and have an estimated accuracy of +/- 10 meters.
 DP6705
 DP6705.The orthometric height was determined by differential leveling and
 DP6705.adjusted by the NATIONAL GEODETIC SURVEY
 DP6705.in July 2015.
 DP6705
 DP6705.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6705.GEOID18 height accuracy estimate available here.
 DP6705
 DP6705.Click photographs - Photos may exist for this station.
 DP6705
 DP6705.The dynamic height is computed by dividing the NAVD 88
 DP6705.geopotential number by the normal gravity value computed on the
 DP6705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6705.degrees latitude (g = 980.6199 gals.).
 DP6705
 DP6705.The modeled gravity was interpolated from observed gravity values.
 DP6705
 DP6705;                    North         East    Units  Estimated Accuracy
 DP6705;SPC FL W     -   342,834.      186,323.      MT  (+/- 10 meters HH2 GPS)
 DP6705
 DP6705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8748634356(NAD 83)
 DP6705
 DP6705                          SUPERSEDED SURVEY CONTROL
 DP6705
 DP6705.No superseded survey control is available for this station.
 DP6705
 DP6705_MARKER: DD = SURVEY DISK
 DP6705_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6705_STAMPING: 25948 A 2014
 DP6705_MARK LOGO: SFLWMD
 DP6705_PROJECTION: RECESSED 5 CENTIMETERS
 DP6705_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6705+STABILITY: SURFACE MOTION
 DP6705_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6705+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2014
 DP6705_ROD/PIPE-DEPTH: 13.7 meters
 DP6705
 DP6705  HISTORY     - Date     Condition        Report By
 DP6705  HISTORY     - 20140410 MONUMENTED       FLDEP
 DP6705
 DP6705                          STATION DESCRIPTION
 DP6705
 DP6705'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6705'THE MARK IS ABOUT 8.1 MI (13.0 KM) NORTH-NORTHWEST OF EDGEVILLE, 5.6
 DP6705'MI (9.0 KM) NORTH-NORTHEAST OF MYAKKA CITY, 4.7 MI (7.6 KM) SOUTHWEST
 DP6705'OF MYAKKA HEAD, IN SECTION 18, TOWNSHIP 35 SOUTH, RANGE 22 EAST.
 DP6705'
 DP6705'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6705'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6705'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6705'6.2 MI (10.0 KM) TO THE JUNCTION OF TAYLOR ROAD ON THE LEFT.  CONTINUE
 DP6705'NORTH ON MYAKKA WAUCHULA ROAD FOR 0.5 MI (0.8 KM) TO A DRIVEWAY
 DP6705'LEADING TO A STREAM GAUGE AT 6146 MYAKKA WAUCHULA ROAD.  TURN LEFT ON
 DP6705'THE DRIVEWAY AND GO WEST FOR 0.3 MI (0.5 KM) TO THE END OF THE
 DP6705'DRIVEWAY.  CONTINUE SOUTHWEST APPROXIMATELY 350.0 FT (106.7 M) TO THE
 DP6705'MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 45.0 FT (13.7 M)
 DP6705'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP6705'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM)
 DP6705'BELOW THE LEVEL OF THE GROUND AND 0.6 FT (18 CM) BELOW THE LEVEL OF
 DP6705'THE DRIVEWAY TO 6146 MYAKKA WAUCHULA ROAD.
 DP6705'
 DP6705'LOCATED 252.0 FT (76.8 M) SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE
 DP6705'AT 6146 MYAKKA WAUCHULA ROAD, 131.5 FT (40.1 M) EAST OF A STAFF GAUGE,
 DP6705'32.0 FT (9.8 M) SOUTHEAST OF SURVEY MARK 25948 B AND 2.5 FT (0.8 M)
 DP6705'WEST OF A CARSONITE WITNESS POST.
 DP6705'
 DP6705'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6705'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6704 ***********************************************************************
 DP6704  DESIGNATION -  25948 B
 DP6704  PID         -  DP6704
 DP6704  STATE/COUNTY-  FL/MANATEE
 DP6704  COUNTRY     -  US
 DP6704  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6704
 DP6704                         *CURRENT SURVEY CONTROL
 DP6704  ______________________________________________________________________
 DP6704* NAD 83(1986) POSITION- 27 25 41.1    (N) 082 08 18.3    (W)   HD_HELD2
 DP6704* NAVD 88 ORTHO HEIGHT -    13.732 (meters)       45.05  (feet) ADJUSTED
 DP6704  ______________________________________________________________________
 DP6704  GEOID HEIGHT    -        -24.711 (meters)                     GEOID18
 DP6704  DYNAMIC HEIGHT  -         13.711 (meters)       44.98  (feet) COMP
 DP6704  MODELED GRAVITY -    979,134.3   (mgal)                       NAVD 88
 DP6704
 DP6704  VERT ORDER      -  SECOND    CLASS I
 DP6704
 DP6704.The horizontal coordinates were established by autonomous hand held GPS
 DP6704.observations and have an estimated accuracy of +/- 10 meters.
 DP6704
 DP6704.The orthometric height was determined by differential leveling and
 DP6704.adjusted by the NATIONAL GEODETIC SURVEY
 DP6704.in July 2015.
 DP6704
 DP6704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6704.GEOID18 height accuracy estimate available here.
 DP6704
 DP6704.Click photographs - Photos may exist for this station.
 DP6704
 DP6704.The dynamic height is computed by dividing the NAVD 88
 DP6704.geopotential number by the normal gravity value computed on the
 DP6704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6704.degrees latitude (g = 980.6199 gals.).
 DP6704
 DP6704.The modeled gravity was interpolated from observed gravity values.
 DP6704
 DP6704;                    North         East    Units  Estimated Accuracy
 DP6704;SPC FL W     -   342,843.      186,315.      MT  (+/- 10 meters HH2 GPS)
 DP6704
 DP6704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8747834365(NAD 83)
 DP6704
 DP6704                          SUPERSEDED SURVEY CONTROL
 DP6704
 DP6704.No superseded survey control is available for this station.
 DP6704
 DP6704_MARKER: DD = SURVEY DISK
 DP6704_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6704_STAMPING: 25948 B 2014
 DP6704_MARK LOGO: SFLWMD
 DP6704_PROJECTION: RECESSED 3 CENTIMETERS
 DP6704_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6704+STABILITY: SURFACE MOTION
 DP6704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6704+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2014
 DP6704_ROD/PIPE-DEPTH: 11.8 meters
 DP6704
 DP6704  HISTORY     - Date     Condition        Report By
 DP6704  HISTORY     - 20140410 MONUMENTED       FLDEP
 DP6704
 DP6704                          STATION DESCRIPTION
 DP6704
 DP6704'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6704'THE MARK IS ABOUT 8.1 MI (13.0 KM) NORTH-NORTHWEST OF EDGEVILLE, 5.6
 DP6704'MI (9.0 KM) NORTH-NORTHEAST OF MYAKKA CITY, 4.7 MI (7.6 KM) SOUTHWEST
 DP6704'OF MYAKKA HEAD, IN SECTION 18, TOWNSHIP 35 SOUTH, RANGE 22 EAST.
 DP6704'
 DP6704'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6704'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6704'ROAD ON THE LEFT.  TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6704'6.2 MI (10.0 KM) TO THE JUNCTION OF TAYLOR ROAD ON THE LEFT.  CONTINUE
 DP6704'NORTH ON MYAKKA WAUCHULA ROAD FOR 0.5 MI (0.8 KM) TO A DRIVEWAY
 DP6704'LEADING TO A STREAM GAUGE AT 6146 MYAKKA WAUCHULA ROAD.  TURN LEFT ON
 DP6704'THE DRIVEWAY AND GO WEST FOR 0.3 MI (0.5 KM) TO THE END OF THE
 DP6704'DRIVEWAY.  CONTINUE SOUTHWEST APPROXIMATELY 300.0 FT (91.4 M) TO THE
 DP6704'MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 38.7 FT (11.8 M)
 DP6704'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP6704'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.1 FT (3 CM)
 DP6704'BELOW THE LEVEL OF THE GROUND AND 0.6 FT (18 CM) BELOW THE LEVEL OF
 DP6704'THE DRIVEWAY TO 6146 MYAKKA WAUCHULA ROAD.
 DP6704'
 DP6704'LOCATED 242.5 FT (73.9 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DP6704'HOUSE AT 6146 MYAKKA WAUCHULA ROAD, 125.0 FT (38.1 M) NORTH-NORTHEAST
 DP6704'OF A STAFF GAUGE, 32.0 FT (9.8 M) NORTHWEST OF SURVEY MARK 25948 A AND
 DP6704'1.5 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DP6704'
 DP6704'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6704'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6737 ***********************************************************************
 DP6737  DESIGNATION -  25949 A
 DP6737  PID         -  DP6737
 DP6737  STATE/COUNTY-  FL/MANATEE
 DP6737  COUNTRY     -  US
 DP6737  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6737
 DP6737                         *CURRENT SURVEY CONTROL
 DP6737  ______________________________________________________________________
 DP6737* NAD 83(1986) POSITION- 27 24 32.8    (N) 082 10 33.0    (W)   HD_HELD2
 DP6737* NAVD 88 ORTHO HEIGHT -    15.169 (meters)       49.77  (feet) ADJUSTED
 DP6737  ______________________________________________________________________
 DP6737  GEOID HEIGHT    -        -24.671 (meters)                     GEOID18
 DP6737  DYNAMIC HEIGHT  -         15.146 (meters)       49.69  (feet) COMP
 DP6737  MODELED GRAVITY -    979,131.4   (mgal)                       NAVD 88
 DP6737
 DP6737  VERT ORDER      -  SECOND    CLASS I
 DP6737
 DP6737.The horizontal coordinates were established by autonomous hand held GPS
 DP6737.observations and have an estimated accuracy of +/- 10 meters.
 DP6737
 DP6737.The orthometric height was determined by differential leveling and
 DP6737.adjusted by the NATIONAL GEODETIC SURVEY
 DP6737.in June 2015.
 DP6737
 DP6737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6737.GEOID18 height accuracy estimate available here.
 DP6737
 DP6737.Click photographs - Photos may exist for this station.
 DP6737
 DP6737.The dynamic height is computed by dividing the NAVD 88
 DP6737.geopotential number by the normal gravity value computed on the
 DP6737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6737.degrees latitude (g = 980.6199 gals.).
 DP6737
 DP6737.The modeled gravity was interpolated from observed gravity values.
 DP6737
 DP6737;                    North         East    Units  Estimated Accuracy
 DP6737;SPC FL W     -   340,746.      182,612.      MT  (+/- 10 meters HH2 GPS)
 DP6737
 DP6737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8375932298(NAD 83)
 DP6737
 DP6737                          SUPERSEDED SURVEY CONTROL
 DP6737
 DP6737.No superseded survey control is available for this station.
 DP6737
 DP6737_MARKER: DD = SURVEY DISK
 DP6737_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6737_STAMPING: 25949 A 2014
 DP6737_MARK LOGO: SWFWMD
 DP6737_PROJECTION: FLUSH
 DP6737_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6737+STABILITY: SURFACE MOTION
 DP6737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6737+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2014
 DP6737_ROD/PIPE-DEPTH: 11.8 meters
 DP6737
 DP6737  HISTORY     - Date     Condition        Report By
 DP6737  HISTORY     - 20140423 MONUMENTED       FLDEP
 DP6737
 DP6737                          STATION DESCRIPTION
 DP6737
 DP6737'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6737'THE MARK IS ABOUT 7.4 MI (11.9 KM) WEST-SOUTHWEST OF MYAKKA HEAD, 5.9
 DP6737'MI (9.5 KM) EAST-NORTHEAST OF VERNA, 4.2 MI (6.8 KM) NORTH-NORTHWEST
 DP6737'OF MYAKKA CITY, IN SECTION 26, TOWNSHIP 35 SOUTH, RANGE 21 EAST.
 DP6737'
 DP6737'TO REACH THE MARK FROM THE WESTERNMOST JUNCTION OF STATE ROAD 70 AND
 DP6737'COUNTY ROAD 675, ABOUT 9.3 MI (15.0 KM) NORTHWEST OF MYAKKA CITY, GO
 DP6737'SOUTHEAST ON STATE ROAD 70 FOR 5.7 MI (9.2 KM) TO THE INTERSECTION OF
 DP6737'BETTS ROAD ON THE RIGHT AND OGLEBY CREEK ROAD ON THE LEFT.  TURN LEFT
 DP6737'ON OGLEBY CREEK ROAD AND GO NORTH AND EAST FOR 3.35 MI (5.4 KM) TO A
 DP6737'90-DEGREE TURN ON THE LEFT.  TURN LEFT AND CONTINUE NORTH ON AN
 DP6737'UNNAMED LIMESTONE ROAD ENTERING CLASSIE FARMS FOR 0.65 MI (1.0 KM) TO
 DP6737'THE T-JUNCTION OF ANOTHER UNNAMED LIMESTONE ROAD.  TURN RIGHT ON THE
 DP6737'LIMESTONE ROAD AND GO EAST FOR 0.8 MI (1.3 KM) TO THE T-JUNCTION OF A
 DP6737'SAND ROAD.  TURN RIGHT ON THE SAND ROAD AND GO SOUTH AND SOUTHEAST FOR
 DP6737'0.55 MI (0.9 KM) TO A BARB WIRE FENCE LINE.  TURN LEFT AND GO
 DP6737'NORTHEAST AND EAST ALONG THE BARB WIRE FENCE LINE AND SAND ROAD
 DP6737'THROUGH A PINE WOODS FOR 0.35 MI (0.6 KM) TO A METAL GATE ON THE RIGHT
 DP6737'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP6737'DEPTH OF 38.6 FT (11.8 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP6737'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DP6737'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT
 DP6737'(15 CM) BELOW THE LEVEL OF THE WOODS ROAD.
 DP6737'
 DP6737'LOCATED 109.0 FT (33.2 M) WEST OF SURVEY MARK 25949 B, 15.5 FT (4.7 M)
 DP6737'SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE OF A 2-RUT TRAIL, 8.9 FT
 DP6737'(2.7 M) EAST OF THE APPROXIMATE CENTER OF A METAL GATE, 1.8 FT (0.5 M)
 DP6737'NORTH OF A BARB WIRE FENCE AND 1.4 FT (0.4 M) NORTH OF A CARSONITE
 DP6737'WITNESS POST.
 DP6737'
 DP6737'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6737'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6738 ***********************************************************************
 DP6738  DESIGNATION -  25949 B
 DP6738  PID         -  DP6738
 DP6738  STATE/COUNTY-  FL/MANATEE
 DP6738  COUNTRY     -  US
 DP6738  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6738
 DP6738                         *CURRENT SURVEY CONTROL
 DP6738  ______________________________________________________________________
 DP6738* NAD 83(1986) POSITION- 27 24 32.8    (N) 082 10 31.9    (W)   HD_HELD2
 DP6738* NAVD 88 ORTHO HEIGHT -    14.088 (meters)       46.22  (feet) ADJUSTED
 DP6738  ______________________________________________________________________
 DP6738  GEOID HEIGHT    -        -24.671 (meters)                     GEOID18
 DP6738  DYNAMIC HEIGHT  -         14.067 (meters)       46.15  (feet) COMP
 DP6738  MODELED GRAVITY -    979,131.4   (mgal)                       NAVD 88
 DP6738
 DP6738  VERT ORDER      -  SECOND    CLASS I
 DP6738
 DP6738.The horizontal coordinates were established by autonomous hand held GPS
 DP6738.observations and have an estimated accuracy of +/- 10 meters.
 DP6738
 DP6738.The orthometric height was determined by differential leveling and
 DP6738.adjusted by the NATIONAL GEODETIC SURVEY
 DP6738.in June 2015.
 DP6738
 DP6738.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6738.GEOID18 height accuracy estimate available here.
 DP6738
 DP6738.Click photographs - Photos may exist for this station.
 DP6738
 DP6738.The dynamic height is computed by dividing the NAVD 88
 DP6738.geopotential number by the normal gravity value computed on the
 DP6738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6738.degrees latitude (g = 980.6199 gals.).
 DP6738
 DP6738.The modeled gravity was interpolated from observed gravity values.
 DP6738
 DP6738;                    North         East    Units  Estimated Accuracy
 DP6738;SPC FL W     -   340,746.      182,643.      MT  (+/- 10 meters HH2 GPS)
 DP6738
 DP6738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8379032298(NAD 83)
 DP6738
 DP6738                          SUPERSEDED SURVEY CONTROL
 DP6738
 DP6738.No superseded survey control is available for this station.
 DP6738
 DP6738_MARKER: DD = SURVEY DISK
 DP6738_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6738_STAMPING: 25949 B 2014
 DP6738_MARK LOGO: SWFWMD
 DP6738_PROJECTION: RECESSED 5 CENTIMETERS
 DP6738_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6738+STABILITY: SURFACE MOTION
 DP6738_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6738+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2014
 DP6738_ROD/PIPE-DEPTH: 9.6 meters
 DP6738
 DP6738  HISTORY     - Date     Condition        Report By
 DP6738  HISTORY     - 20140423 MONUMENTED       FLDEP
 DP6738
 DP6738                          STATION DESCRIPTION
 DP6738
 DP6738'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6738'THE MARK IS ABOUT 7.4 MI (11.9 KM) WEST-SOUTHWEST OF MYAKKA HEAD, 5.9
 DP6738'MI (9.5 KM) EAST-NORTHEAST OF VERNA, 4.2 MI (6.8 KM) NORTH-NORTHWEST
 DP6738'OF MYAKKA CITY, IN SECTION 26, TOWNSHIP 35 SOUTH, RANGE 21 EAST.
 DP6738'
 DP6738'TO REACH THE MARK FROM THE WESTERNMOST JUNCTION OF STATE ROAD 70 AND
 DP6738'COUNTY ROAD 675, ABOUT 9.3 MI (15.0 KM) NORTHWEST OF MYAKKA CITY, GO
 DP6738'SOUTHEAST ON STATE ROAD 70 FOR 5.7 MI (9.2 KM) TO THE INTERSECTION OF
 DP6738'BETTS ROAD ON THE RIGHT AND OGLEBY CREEK ROAD ON THE LEFT.  TURN LEFT
 DP6738'ON OGLEBY CREEK ROAD AND GO NORTH AND EAST FOR 3.35 MI (5.4 KM) TO A
 DP6738'90-DEGREE TURN ON THE LEFT.  TURN LEFT AND CONTINUE NORTH ON AN
 DP6738'UNNAMED LIMESTONE ROAD ENTERING CLASSIE FARMS FOR 0.65 MI (1.0 KM) TO
 DP6738'THE T-JUNCTION OF ANOTHER UNNAMED LIMESTONE ROAD.  TURN RIGHT ON THE
 DP6738'LIMESTONE ROAD AND GO EAST FOR 0.8 MI (1.3 KM) TO THE T-JUNCTION OF A
 DP6738'SAND ROAD.  TURN RIGHT ON THE SAND ROAD AND GO SOUTH AND SOUTHEAST FOR
 DP6738'0.55 MI (0.9 KM) TO A BARB WIRE FENCE LINE.  TURN LEFT AND GO
 DP6738'NORTHEAST AND EAST ALONG THE BARB WIRE FENCE LINE AND SAND ROAD
 DP6738'THROUGH A PINE WOODS FOR 0.35 MI (0.6 KM) TO A METAL GATE ON THE
 DP6738'RIGHT.  TURN RIGHT AND GO EAST THROUGH THE GATE, ENTERING THE GARRETT
 DP6738'BARNES PROPERTY ALONG THE FENCE LINE FOR ABOUT 115.0 FT (35.1 M) TO
 DP6738'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP6738'31.4 FT (9.6 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30
 DP6738'CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT
 DP6738'(6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW
 DP6738'THE LEVEL OF THE WOODS ROAD.
 DP6738'
 DP6738'LOCATED 114.5 FT (34.9 M) EAST OF THE APPROXIMATE CENTER OF A METAL
 DP6738'GATE, 109.0 FT (33.2 M) EAST OF SURVEY MARK 25949 A, 47.4 FT (14.4 M)
 DP6738'WEST-NORTHWEST OF A USGS STREAM GAUGE, 2.4 FT (0.7 M) SOUTH OF A BARB
 DP6738'WIRE FENCE AND 2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST.
 DP6738'
 DP6738'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6738'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9113 ***********************************************************************
 DO9113  DESIGNATION -  2595 B
 DO9113  PID         -  DO9113
 DO9113  STATE/COUNTY-  FL/POLK
 DO9113  COUNTRY     -  US
 DO9113  USGS QUAD   -  HOMELAND (2018)
 DO9113
 DO9113                         *CURRENT SURVEY CONTROL
 DO9113  ______________________________________________________________________
 DO9113* NAD 83(1986) POSITION- 27 52 21.7    (N) 081 48 01.3    (W)   HD_HELD2
 DO9113* NAVD 88 ORTHO HEIGHT -    29.464 (meters)       96.67  (feet) ADJUSTED
 DO9113  ______________________________________________________________________
 DO9113  GEOID HEIGHT    -        -25.941 (meters)                     GEOID18
 DO9113  DYNAMIC HEIGHT  -         29.420 (meters)       96.52  (feet) COMP
 DO9113  MODELED GRAVITY -    979,166.6   (mgal)                       NAVD 88
 DO9113
 DO9113  VERT ORDER      -  FIRST     CLASS II
 DO9113
 DO9113.The horizontal coordinates were established by autonomous hand held GPS
 DO9113.observations and have an estimated accuracy of +/- 10 meters.
 DO9113
 DO9113.The orthometric height was determined by differential leveling and
 DO9113.adjusted by the NATIONAL GEODETIC SURVEY
 DO9113.in December 2013.
 DO9113
 DO9113.No vertical observational check was made to the station.
 DO9113
 DO9113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9113.GEOID18 height accuracy estimate available here.
 DO9113
 DO9113.Click photographs - Photos may exist for this station.
 DO9113
 DO9113.The dynamic height is computed by dividing the NAVD 88
 DO9113.geopotential number by the normal gravity value computed on the
 DO9113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9113.degrees latitude (g = 980.6199 gals.).
 DO9113
 DO9113.The modeled gravity was interpolated from observed gravity values.
 DO9113
 DO9113;                    North         East    Units  Estimated Accuracy
 DO9113;SPC FL W     -   392,118.      219,659.      MT  (+/- 10 meters HH2 GPS)
 DO9113
 DO9113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2121283357(NAD 83)
 DO9113
 DO9113                          SUPERSEDED SURVEY CONTROL
 DO9113
 DO9113.No superseded survey control is available for this station.
 DO9113
 DO9113_MARKER: DD = SURVEY DISK
 DO9113_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9113_STAMPING: 2595 B 2012
 DO9113_MARK LOGO: SWFWMD
 DO9113_PROJECTION: RECESSED 5 CENTIMETERS
 DO9113_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9113_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9113+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 DO9113_ROD/PIPE-DEPTH: 5.9 meters
 DO9113
 DO9113  HISTORY     - Date     Condition        Report By
 DO9113  HISTORY     - 20120620 MONUMENTED       FLDEP
 DO9113
 DO9113                          STATION DESCRIPTION
 DO9113
 DO9113'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9113'THE MARK IS ABOUT 5.5 MI (8.8 KM) WEST OF ALTURAS, 3.6 MI (5.8 KM)
 DO9113'NORTH-NORTHEAST OF HOMELAND, 3.1 MI (5.0 KM) SOUTHEAST OF BARTOW, IN
 DO9113'SECTION 15, TOWNSHIP 30 SOUTH, RANGE 25 EAST.  ACCESS CAN BE OBTAINED
 DO9113'BY CALLING CLEAR SPRINGS, OR THE (SWFWMD) SOUTHWEST FLORIDA WATER
 DO9113'MANAGEMENT DISTRICT, CONTACT PERSON IS JIM OWENS A KEY IS REQUIRED.
 DO9113'
 DO9113'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO9113'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE IN BARTOW, GO
 DO9113'SOUTH ON U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF CLEAR
 DO9113'SPRINGS ROAD ON THE LEFT.  TURN LEFT ON CLEAR SPRINGS ROAD AND GO EAST
 DO9113'FOR 0.55 MI (0.9 KM) TO THE DEAD END AND A LOCKED ENTRANCE GATE TO
 DO9113'CLEAR SPRINGS PROPERTY.  CONTINUE THROUGH THE GATE ON THE DIRT ROAD
 DO9113'FOR 0.1 MI (0.2 KM) TO A Y-JUNCTION, VEER TO THE RIGHT AND GO SOUTH
 DO9113'THEN EAST FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF A DIRT ROAD ON THE
 DO9113'RIGHT.  CONTINUE EAST ON THE DIRT ROAD FOR 0.1 MI (0.2 KM) TO A
 DO9113'CONCRETE BRIDGE.  CONTINUE EAST ON THE DIRT ROAD FOR 0.2 MI (0.3 KM)
 DO9113'TO THE JUNCTION OF KINCAID DAIRY ROAD ON THE LEFT.  TURN LEFT ON
 DO9113'KINCAID DAIRY ROAD AND GO NORTHERLY FOR 0.55 MI (0.9 KM) TO THE MARK
 DO9113'ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.5 FT
 DO9113'(5.9 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH
 DO9113'(10 CM) PVC PIPE, PROJECTING 0.2 FT (6 CM) ABOVE THE LEVEL OF THE
 DO9113'GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL OF KINCAID DAIRY ROAD.
 DO9113'
 DO9113'LOCATED 81.5 FT (24.8 M) WEST OF A WATER MONITORING WELL 80.7 FT (24.6
 DO9113'M) WEST OF SURVEY MARK WEL 2595, 19.6 FT (6.0 M) EAST OF THE
 DO9113'APPROXIMATE CENTERLINE OF KINCAID DAIRY ROAD, 2.2 FT (0.7 M) WEST OF A
 DO9113'BARBED WIRE FENCE AND 2.1 FT (0.6 M) WEST OF CARSONITE WITNESS POST.
 DO9113'
 DO9113'NOTE A MAGNET IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6739 ***********************************************************************
 DP6739  DESIGNATION -  25950 A
 DP6739  PID         -  DP6739
 DP6739  STATE/COUNTY-  FL/MANATEE
 DP6739  COUNTRY     -  US
 DP6739  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6739
 DP6739                         *CURRENT SURVEY CONTROL
 DP6739  ______________________________________________________________________
 DP6739* NAD 83(1986) POSITION- 27 24 16.4    (N) 082 10 53.4    (W)   HD_HELD2
 DP6739* NAVD 88 ORTHO HEIGHT -    14.451 (meters)       47.41  (feet) ADJUSTED
 DP6739  ______________________________________________________________________
 DP6739  GEOID HEIGHT    -        -24.662 (meters)                     GEOID18
 DP6739  DYNAMIC HEIGHT  -         14.429 (meters)       47.34  (feet) COMP
 DP6739  MODELED GRAVITY -    979,130.9   (mgal)                       NAVD 88
 DP6739
 DP6739  VERT ORDER      -  SECOND    CLASS I
 DP6739
 DP6739.The horizontal coordinates were established by autonomous hand held GPS
 DP6739.observations and have an estimated accuracy of +/- 10 meters.
 DP6739
 DP6739.The orthometric height was determined by differential leveling and
 DP6739.adjusted by the NATIONAL GEODETIC SURVEY
 DP6739.in June 2015.
 DP6739
 DP6739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6739.GEOID18 height accuracy estimate available here.
 DP6739
 DP6739.Click photographs - Photos may exist for this station.
 DP6739
 DP6739.The dynamic height is computed by dividing the NAVD 88
 DP6739.geopotential number by the normal gravity value computed on the
 DP6739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6739.degrees latitude (g = 980.6199 gals.).
 DP6739
 DP6739.The modeled gravity was interpolated from observed gravity values.
 DP6739
 DP6739;                    North         East    Units  Estimated Accuracy
 DP6739;SPC FL W     -   340,242.      182,051.      MT  (+/- 10 meters HH2 GPS)
 DP6739
 DP6739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8319431799(NAD 83)
 DP6739
 DP6739                          SUPERSEDED SURVEY CONTROL
 DP6739
 DP6739.No superseded survey control is available for this station.
 DP6739
 DP6739_MARKER: DD = SURVEY DISK
 DP6739_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6739_STAMPING: 25950 A 2014
 DP6739_MARK LOGO: SWFWMD
 DP6739_PROJECTION: RECESSED 5 CENTIMETERS
 DP6739_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6739+STABILITY: SURFACE MOTION
 DP6739_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6739+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2014
 DP6739_ROD/PIPE-DEPTH: 6.4 meters
 DP6739
 DP6739  HISTORY     - Date     Condition        Report By
 DP6739  HISTORY     - 20140423 MONUMENTED       FLDEP
 DP6739
 DP6739                          STATION DESCRIPTION
 DP6739
 DP6739'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6739'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTHWEST OF EDGEVILLE, 5.5 MI (8.8
 DP6739'KM) EAST-NORTHEAST OF VERNA, 4.0 MI (6.4 KM) NORTH-NORTHWEST OF MYAKKA
 DP6739'CITY, IN SECTION 26, TOWNSHIP 35 SOUTH, RANGE 21 EAST.
 DP6739'
 DP6739'TO REACH THE MARK FROM THE WESTERNMOST JUNCTION OF STATE ROAD 70 AND
 DP6739'COUNTY ROAD 675, ABOUT 9.3 MI (15.0 KM) NORTHWEST OF MYAKKA CITY, GO
 DP6739'SOUTHEAST ON STATE ROAD 70 FOR 5.7 MI (9.2 KM) TO THE INTERSECTION OF
 DP6739'BETTS ROAD ON THE RIGHT AND OGLEBY CREEK ROAD ON THE LEFT.  TURN LEFT
 DP6739'ON OGLEBY CREEK ROAD AND GO NORTH AND EAST FOR 3.35 MI (5.4 KM) TO A
 DP6739'90-DEGREE TURN ON THE LEFT.  TURN LEFT AND CONTINUE NORTH ON AN
 DP6739'UNNAMED LIMESTONE ROAD ENTERING CLASSIE FARMS FOR 0.65 MI (1.0 KM) TO
 DP6739'THE T-JUNCTION OF ANOTHER UNNAMED LIMESTONE ROAD.  TURN RIGHT ON THE
 DP6739'LIMESTONE ROAD AND GO EAST FOR 0.8 MI (1.3 KM) TO THE T-JUNCTION OF A
 DP6739'SAND ROAD.  TURN RIGHT ON THE SAND ROAD AND GO SOUTH AND SOUTHEAST FOR
 DP6739'0.55 MI (0.9 KM) TO A BARB WIRE FENCE LINE.  TURN LEFT AND GO
 DP6739'NORTHEAST AND EAST ALONG THE BARB WIRE FENCE LINE AND SAND ROAD
 DP6739'THROUGH A PINE WOODS FOR 0.35 MI (0.6 KM) TO A METAL GATE ON THE
 DP6739'RIGHT.  TURN RIGHT AND GO THROUGH THE GATE, ENTERING THE GARRETT
 DP6739'BARNES PROPERTY AND GO SOUTHWEST ALONG A SAND ROAD ON THE SOUTHEAST
 DP6739'SIDE OF A PASTURE FOR ABOUT 0.45 MI (0.7 KM) TO A WOODLAND TRAIL
 DP6739'LEADING SOUTH TOWARD OGELBY CREEK.  TURN LEFT AND GO SOUTH ALONG THE
 DP6739'TRAIL FOR ABOUT 200.0 FT (61.0 M) TO THE MARK ON THE LEFT, AN ALUMINUM
 DP6739'ROD DRIVEN TO REFUSAL AT A DEPTH OF 21.0 FT (6.4 M) WITH A SURVEY DISK
 DP6739'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP6739'1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DP6739'GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF THE WOODS ROAD.
 DP6739'
 DP6739'LOCATED 256.4 FT (78.2 M) NORTH-NORTHEAST OF A USGS STREAM GAUGE,
 DP6739'110.5 FT (33.7 M) NORTH-NORTHEAST OF SURVEY MARK 25950 B, 19.6 FT (6.0
 DP6739'M) WEST OF A DOUBLE TRUNK WATER OAK TREE, 6.8 FT (2.1 M)
 DP6739'EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A WOODED ROAD AND 1.4
 DP6739'FT (0.4 M) WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 DP6739'
 DP6739'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6739'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6740 ***********************************************************************
 DP6740  DESIGNATION -  25950 B
 DP6740  PID         -  DP6740
 DP6740  STATE/COUNTY-  FL/MANATEE
 DP6740  COUNTRY     -  US
 DP6740  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6740
 DP6740                         *CURRENT SURVEY CONTROL
 DP6740  ______________________________________________________________________
 DP6740* NAD 83(1986) POSITION- 27 24 16.3    (N) 082 10 53.4    (W)   HD_HELD2
 DP6740* NAVD 88 ORTHO HEIGHT -    13.366 (meters)       43.85  (feet) ADJUSTED
 DP6740  ______________________________________________________________________
 DP6740  GEOID HEIGHT    -        -24.662 (meters)                     GEOID18
 DP6740  DYNAMIC HEIGHT  -         13.346 (meters)       43.79  (feet) COMP
 DP6740  MODELED GRAVITY -    979,130.9   (mgal)                       NAVD 88
 DP6740
 DP6740  VERT ORDER      -  SECOND    CLASS I
 DP6740
 DP6740.The horizontal coordinates were established by autonomous hand held GPS
 DP6740.observations and have an estimated accuracy of +/- 10 meters.
 DP6740
 DP6740.The orthometric height was determined by differential leveling and
 DP6740.adjusted by the NATIONAL GEODETIC SURVEY
 DP6740.in June 2015.
 DP6740
 DP6740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6740.GEOID18 height accuracy estimate available here.
 DP6740
 DP6740.Click photographs - Photos may exist for this station.
 DP6740
 DP6740.The dynamic height is computed by dividing the NAVD 88
 DP6740.geopotential number by the normal gravity value computed on the
 DP6740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6740.degrees latitude (g = 980.6199 gals.).
 DP6740
 DP6740.The modeled gravity was interpolated from observed gravity values.
 DP6740
 DP6740;                    North         East    Units  Estimated Accuracy
 DP6740;SPC FL W     -   340,239.      182,051.      MT  (+/- 10 meters HH2 GPS)
 DP6740
 DP6740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8319431796(NAD 83)
 DP6740
 DP6740                          SUPERSEDED SURVEY CONTROL
 DP6740
 DP6740.No superseded survey control is available for this station.
 DP6740
 DP6740_MARKER: DD = SURVEY DISK
 DP6740_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6740_STAMPING: 25950 B 2014
 DP6740_MARK LOGO: SWFWMD
 DP6740_PROJECTION: RECESSED 8 CENTIMETERS
 DP6740_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6740+STABILITY: SURFACE MOTION
 DP6740_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6740+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2014
 DP6740_ROD/PIPE-DEPTH: 8.3 meters
 DP6740
 DP6740  HISTORY     - Date     Condition        Report By
 DP6740  HISTORY     - 20140423 MONUMENTED       FLDEP
 DP6740
 DP6740                          STATION DESCRIPTION
 DP6740
 DP6740'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6740'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTHWEST OF EDGEVILLE, 5.5 MI (8.8
 DP6740'KM) EAST-NORTHEAST OF VERNA, 4.0 MI (6.4 KM) NORTH-NORTHWEST OF MYAKKA
 DP6740'CITY, IN SECTION 26, TOWNSHIP 35 SOUTH, RANGE 21 EAST.
 DP6740'
 DP6740'TO REACH THE MARK FROM THE WESTERNMOST JUNCTION OF STATE ROAD 70 AND
 DP6740'COUNTY ROAD 675, ABOUT 9.3 MI (15.0 KM) NORTHWEST OF MYAKKA CITY, GO
 DP6740'SOUTHEAST ON STATE ROAD 70 FOR 5.7 MI (9.2 KM) TO THE INTERSECTION OF
 DP6740'BETTS ROAD ON THE RIGHT AND OGLEBY CREEK ROAD ON THE LEFT.  TURN LEFT
 DP6740'ON OGLEBY CREEK ROAD AND GO NORTH AND EAST FOR 3.35 MI (5.4 KM) TO A
 DP6740'90-DEGREE TURN ON THE LEFT.  TURN LEFT AND CONTINUE NORTH ON AN
 DP6740'UNNAMED LIMESTONE ROAD ENTERING CLASSIE FARMS FOR 0.65 MI (1.0 KM) TO
 DP6740'THE T-JUNCTION OF ANOTHER UNNAMED LIMESTONE ROAD.  TURN RIGHT ON THE
 DP6740'LIMESTONE ROAD AND GO EAST FOR 0.8 MI (1.3 KM) TO THE T-JUNCTION OF A
 DP6740'SAND ROAD.  TURN RIGHT ON THE SAND ROAD AND GO SOUTH AND SOUTHEAST FOR
 DP6740'0.55 MI (0.9 KM) TO A BARB WIRE FENCE LINE.  TURN LEFT AND GO
 DP6740'NORTHEAST AND EAST ALONG THE BARB WIRE FENCE LINE AND SAND ROAD
 DP6740'THROUGH A PINE WOODS FOR 0.35 MI (0.6 KM) TO A METAL GATE ON THE
 DP6740'RIGHT.  TURN RIGHT AND GO THROUGH THE GATE, ENTERING THE GARRETT
 DP6740'BARNES PROPERTY AND GO SOUTHWEST ALONG A SAND ROAD ON THE SOUTHEAST
 DP6740'SIDE OF A PASTURE FOR ABOUT 0.45 MI (0.7 KM) TO A WOODLAND TRAIL
 DP6740'LEADING SOUTH TOWARD OGELBY CREEK.  TURN LEFT AND GO SOUTH ALONG THE
 DP6740'TRAIL FOR ABOUT 300.0 FT (91.4 M) TO THE MARK ON THE LEFT, AN ALUMINUM
 DP6740'ROD DRIVEN TO REFUSAL AT A DEPTH OF 27.2 FT (8.3 M) WITH A SURVEY DISK
 DP6740'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP6740'1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DP6740'GROUND AND ABOUT 0.8 FT (24 CM) BELOW THE LEVEL OF THE WOODS ROAD.
 DP6740'
 DP6740'LOCATED 146.0 FT (44.5 M) NORTH-NORTHEAST OF A USGS STREAM GAUGE,
 DP6740'110.5 FT (33.7 M) SOUTH-SOUTHWEST OF SURVEY MARK 25950 A, 5.8 FT (1.8
 DP6740'M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A WOODED ROAD AND
 DP6740'1.2 FT (0.4 M) WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 DP6740'
 DP6740'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6740'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6013 ***********************************************************************
 DP6013  DESIGNATION -  25966 A
 DP6013  PID         -  DP6013
 DP6013  STATE/COUNTY-  FL/SARASOTA
 DP6013  COUNTRY     -  US
 DP6013  USGS QUAD   -  ENGLEWOOD (2018)
 DP6013
 DP6013                         *CURRENT SURVEY CONTROL
 DP6013  ______________________________________________________________________
 DP6013* NAD 83(1986) POSITION- 26 58 34.8    (N) 082 20 24.0    (W)   HD_HELD2
 DP6013* NAVD 88 ORTHO HEIGHT -     2.723 (meters)        8.93  (feet) ADJUSTED
 DP6013  ______________________________________________________________________
 DP6013  GEOID HEIGHT    -        -23.833 (meters)                     GEOID18
 DP6013  DYNAMIC HEIGHT  -          2.719 (meters)        8.92  (feet) COMP
 DP6013  MODELED GRAVITY -    979,124.8   (mgal)                       NAVD 88
 DP6013
 DP6013  VERT ORDER      -  FIRST     CLASS II
 DP6013
 DP6013.The horizontal coordinates were established by autonomous hand held GPS
 DP6013.observations and have an estimated accuracy of +/- 10 meters.
 DP6013
 DP6013.The orthometric height was determined by differential leveling and
 DP6013.adjusted by the NATIONAL GEODETIC SURVEY
 DP6013.in April 2015.
 DP6013
 DP6013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6013.GEOID18 height accuracy estimate available here.
 DP6013
 DP6013.Click photographs - Photos may exist for this station.
 DP6013
 DP6013.The dynamic height is computed by dividing the NAVD 88
 DP6013.geopotential number by the normal gravity value computed on the
 DP6013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6013.degrees latitude (g = 980.6199 gals.).
 DP6013
 DP6013.The modeled gravity was interpolated from observed gravity values.
 DP6013
 DP6013;                    North         East    Units  Estimated Accuracy
 DP6013;SPC FL W     -   292,827.      166,248.      MT  (+/- 10 meters HH2 GPS)
 DP6013
 DP6013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6701684519(NAD 83)
 DP6013
 DP6013                          SUPERSEDED SURVEY CONTROL
 DP6013
 DP6013.No superseded survey control is available for this station.
 DP6013
 DP6013_MARKER: DD = SURVEY DISK
 DP6013_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6013_STAMPING: 25966 A 2009
 DP6013_MARK LOGO: SFLWMD
 DP6013_PROJECTION: RECESSED 3 CENTIMETERS
 DP6013_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6013+STABILITY: SURFACE MOTION
 DP6013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6013+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2014
 DP6013_ROD/PIPE-DEPTH: 3.0 meters
 DP6013
 DP6013  HISTORY     - Date     Condition        Report By
 DP6013  HISTORY     - 20091029 MONUMENTED       SFLWMD
 DP6013  HISTORY     - 20140214 GOOD             FLDEP
 DP6013
 DP6013                          STATION DESCRIPTION
 DP6013
 DP6013'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6013'THE MARK IS ABOUT 11.0 MI (17.7 KM) NORTH-NORTHWEST OF PLACIDA, 8.0 MI
 DP6013'(12.9 KM) WEST OF EL JOBEAN, 1.3 MI (2.1 KM) NORTHEAST OF ENGLEWOOD,
 DP6013'IN SECTION 30, TOWNSHIP 40 SOUTH, RANGE 20 EAST.
 DP6013'
 DP6013'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 775 (PLACIDA ROAD)
 DP6013'AND STATE ROAD 776 (SOUTH MCCALL ROAD) ON THE SOUTH SIDE OF ENGLEWOOD,
 DP6013'GO WEST ON STATE ROAD 776 (SOUTH MCCALL ROAD) FOR 0.5 MI (0.8 KM) TO
 DP6013'THE JUNCTION OF BEACH ROAD ON THE LEFT.  CONTINUE NORTH ON STATE ROAD
 DP6013'776 (SOUTH MCCALL ROAD) FOR 2.2 MI (3.5 KM) TO THE JUNCTION OF PARK
 DP6013'FOREST BOULEVARD ON THE RIGHT.  TURN RIGHT ON PARK FOREST BOULEVARD
 DP6013'AND GO EAST FOR 0.65 MI (1.0 KM) TO THE INTERSECTION OF BLUE SPRINGS
 DP6013'COURT.  CONTINUE EAST ON PARK FOREST BOULEVARD FOR 0.15 MI (0.2 KM) TO
 DP6013'A DIM EASEMENT ROAD ON THE LEFT.  TURN LEFT ON THE EASEMENT ROAD AND
 DP6013'GO NORTH FOR 0.15 MI (0.2 KM) TO A GATE ENTRANCE LEADING TO A WATER
 DP6013'MONITORING WELL SITE.  CONTINUE NORTH THROUGH THE GATE ON THE DIM
 DP6013'TRAIL FOR 0.15 MI (0.2 KM) TO A CURVE IN THE TRAIL ON THE RIGHT, A
 DP6013'WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DP6013'DRIVEN TO THE DEPTH OF 10.0 FT (3.0 M) WITH A SURVEY DISK SET ON THE
 DP6013'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT UNKNOWN DEPTH,
 DP6013'RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 DP6013'THE DIM TRAIL.
 DP6013'
 DP6013'LOCATED 35.8 FT (10.9 M) SOUTH OF THE BARB WIRE FENCE, 11.5 FT (3.5 M)
 DP6013'SOUTH OF THE APPROXIMATE CENTERLINE OF THE DIM ACCESS TRAIL, 9.0 FT
 DP6013'(2.7 M) WEST OF SURVEY MARK 25966 B, 2.7 FT (0.8 M) WEST OF WELL SHAFT
 DP6013'DP LEVEL 1 AND 0.8 FT (24 CM) SOUTHEAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6012 ***********************************************************************
 DP6012  DESIGNATION -  25966 B
 DP6012  PID         -  DP6012
 DP6012  STATE/COUNTY-  FL/SARASOTA
 DP6012  COUNTRY     -  US
 DP6012  USGS QUAD   -  ENGLEWOOD (2018)
 DP6012
 DP6012                         *CURRENT SURVEY CONTROL
 DP6012  ______________________________________________________________________
 DP6012* NAD 83(1986) POSITION- 26 58 35.2    (N) 082 20 23.9    (W)   HD_HELD2
 DP6012* NAVD 88 ORTHO HEIGHT -     2.698 (meters)        8.85  (feet) ADJUSTED
 DP6012  ______________________________________________________________________
 DP6012  GEOID HEIGHT    -        -23.833 (meters)                     GEOID18
 DP6012  DYNAMIC HEIGHT  -          2.694 (meters)        8.84  (feet) COMP
 DP6012  MODELED GRAVITY -    979,124.8   (mgal)                       NAVD 88
 DP6012
 DP6012  VERT ORDER      -  FIRST     CLASS II
 DP6012
 DP6012.The horizontal coordinates were established by autonomous hand held GPS
 DP6012.observations and have an estimated accuracy of +/- 10 meters.
 DP6012
 DP6012.The orthometric height was determined by differential leveling and
 DP6012.adjusted by the NATIONAL GEODETIC SURVEY
 DP6012.in April 2015.
 DP6012
 DP6012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6012.GEOID18 height accuracy estimate available here.
 DP6012
 DP6012.Click photographs - Photos may exist for this station.
 DP6012
 DP6012.The dynamic height is computed by dividing the NAVD 88
 DP6012.geopotential number by the normal gravity value computed on the
 DP6012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6012.degrees latitude (g = 980.6199 gals.).
 DP6012
 DP6012.The modeled gravity was interpolated from observed gravity values.
 DP6012
 DP6012;                    North         East    Units  Estimated Accuracy
 DP6012;SPC FL W     -   292,840.      166,251.      MT  (+/- 10 meters HH2 GPS)
 DP6012
 DP6012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6701984531(NAD 83)
 DP6012
 DP6012                          SUPERSEDED SURVEY CONTROL
 DP6012
 DP6012.No superseded survey control is available for this station.
 DP6012
 DP6012_MARKER: DD = SURVEY DISK
 DP6012_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6012_STAMPING: 25966 B 2009
 DP6012_MARK LOGO: SFLWMD
 DP6012_PROJECTION: RECESSED 3 CENTIMETERS
 DP6012_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6012+STABILITY: SURFACE MOTION
 DP6012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6012+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2014
 DP6012_ROD/PIPE-DEPTH: 3.0 meters
 DP6012
 DP6012  HISTORY     - Date     Condition        Report By
 DP6012  HISTORY     - 20091029 MONUMENTED       SFLWMD
 DP6012  HISTORY     - 20140214 GOOD             FLDEP
 DP6012
 DP6012                          STATION DESCRIPTION
 DP6012
 DP6012'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6012'THE MARK IS ABOUT 11.0 MI (17.7 KM) NORTH-NORTHWEST OF PLACIDA, 8.0 MI
 DP6012'(12.9 KM) WEST OF EL JOBEAN, 1.3 MI (2.1 KM) NORTHEAST OF ENGLEWOOD,
 DP6012'IN SECTION 30, TOWNSHIP 40 SOUTH, RANGE 20 EAST.
 DP6012'
 DP6012'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 775 (PLACIDA
 DP6012'ROAD) AND STATE ROAD 776 (SOUTH MCCALL ROAD) ON THE SOUTH SIDE OF
 DP6012'ENGLEWOOD, GO WEST ON STATE ROAD 776 (SOUTH MCCALL ROAD) FOR 0.5 MI
 DP6012'(0.8 KM) TO THE JUNCTION OF BEACH ROAD ON THE LEFT.  CONTINUE NORTH ON
 DP6012'STATE ROAD 776 (SOUTH MCCALL ROAD) FOR 2.2 MI (3.5 KM) TO THE JUNCTION
 DP6012'OF PARK FOREST BOULEVARD ON THE RIGHT.  TURN RIGHT ON PARK FOREST
 DP6012'BOULEVARD AND GO EAST FOR 0.65 MI (1.0 KM) TO THE INTERSECTION OF BLUE
 DP6012'SPRINGS COURT.  CONTINUE EAST ON PARK FOREST BOULEVARD FOR 0.15 MI
 DP6012'(0.2 KM) TO A DIM EASEMENT ROAD ON THE LEFT.  TURN LEFT ON THE
 DP6012'EASEMENT ROAD AND GO NORTH FOR 0.15 MI (0.2 KM) TO A GATE ENTRANCE
 DP6012'LEADING TO A WATER MONITORING WELL SITE.  CONTINUE NORTH THROUGH THE
 DP6012'GATE ON THE DIM TRAIL FOR 0.15 MI (0.2 KM) TO A CURVE IN THE TRAIL ON
 DP6012'THE RIGHT, A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DP6012'ALUMINUM ROD DRIVEN TO THE DEPTH OF 10.0 FT (3.0 M) WITH A SURVEY DISK
 DP6012'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DP6012'UNKNOWN DEPTH, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND
 DP6012'AND LEVEL WITH THE DIM TRAIL.
 DP6012'
 DP6012'LOCATED 35.8 FT (10.9 M) SOUTH OF THE BARB WIRE FENCE, 11.8 FT (3.6 M)
 DP6012'SOUTH OF THE APPROXIMATE CENTER OF THE DIM ACCESS TRAIL, 9.0 FT (2.7
 DP6012'M) EAST OF SURVEY MARK 25966 A, 1.2 FT (0.4 M) WEST OF WELL SHAFT SH
 DP6012'LEVEL 2 AND 0.8 FT (24 CM) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6038 ***********************************************************************
 DP6038  DESIGNATION -  25978 A
 DP6038  PID         -  DP6038
 DP6038  STATE/COUNTY-  FL/SARASOTA
 DP6038  COUNTRY     -  US
 DP6038  USGS QUAD   -  VENICE (2018)
 DP6038
 DP6038                         *CURRENT SURVEY CONTROL
 DP6038  ______________________________________________________________________
 DP6038* NAD 83(1986) POSITION- 27 01 38.5    (N) 082 23 52.5    (W)   HD_HELD2
 DP6038* NAVD 88 ORTHO HEIGHT -     5.007 (meters)       16.43  (feet) ADJUSTED
 DP6038  ______________________________________________________________________
 DP6038  GEOID HEIGHT    -        -23.882 (meters)                     GEOID18
 DP6038  DYNAMIC HEIGHT  -          4.999 (meters)       16.40  (feet) COMP
 DP6038  MODELED GRAVITY -    979,125.0   (mgal)                       NAVD 88
 DP6038
 DP6038  VERT ORDER      -  FIRST     CLASS II
 DP6038
 DP6038.The horizontal coordinates were established by autonomous hand held GPS
 DP6038.observations and have an estimated accuracy of +/- 10 meters.
 DP6038
 DP6038.The orthometric height was determined by differential leveling and
 DP6038.adjusted by the NATIONAL GEODETIC SURVEY
 DP6038.in April 2015.
 DP6038
 DP6038.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6038.GEOID18 height accuracy estimate available here.
 DP6038
 DP6038.Click photographs - Photos may exist for this station.
 DP6038
 DP6038.The dynamic height is computed by dividing the NAVD 88
 DP6038.geopotential number by the normal gravity value computed on the
 DP6038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6038.degrees latitude (g = 980.6199 gals.).
 DP6038
 DP6038.The modeled gravity was interpolated from observed gravity values.
 DP6038
 DP6038;                    North         East    Units  Estimated Accuracy
 DP6038;SPC FL W     -   298,498.      160,517.      MT  (+/- 10 meters HH2 GPS)
 DP6038
 DP6038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6133090234(NAD 83)
 DP6038
 DP6038                          SUPERSEDED SURVEY CONTROL
 DP6038
 DP6038.No superseded survey control is available for this station.
 DP6038
 DP6038_MARKER: DD = SURVEY DISK
 DP6038_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6038_STAMPING: 25978 A 2014
 DP6038_MARK LOGO: SFLWMD
 DP6038_PROJECTION: RECESSED 8 CENTIMETERS
 DP6038_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6038+STABILITY: SURFACE MOTION
 DP6038_ROD/PIPE-DEPTH: 12.7 meters
 DP6038
 DP6038  HISTORY     - Date     Condition        Report By
 DP6038  HISTORY     - 20140422 MONUMENTED       FLDEP
 DP6038  HISTORY     - 20180908 GOOD             USPSQD
 DP6038
 DP6038                          STATION DESCRIPTION
 DP6038
 DP6038'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6038'THE MARK IS ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF LAUREL, 6.1 MI
 DP6038'(9.8 KM) SOUTHEAST OF VENICE, 5.3 MI (8.5 KM) NORTH-NORTHWEST OF
 DP6038'ENGLEWOOD, IN SECTION 3, TOWNSHIP 40 SOUTH, RANGE 19 EAST.
 DP6038'
 DP6038'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 DP6038'776 (ENGLEWOOD ROAD) IN SOUTH VENICE, GO SOUTHEAST ON STATE ROAD 776
 DP6038'(ENGLEWOOD ROAD) FOR 2.35 MI (3.8 KM) TO THE INTERSECTION OF MANASOTA
 DP6038'BEACH ROAD.  TURN RIGHT ON MANASOTA BEACH ROAD AND GO WEST FOR 0.45 MI
 DP6038'(0.7 KM) TO THE JUNCTION OF DENISON DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP6038'DENISON DRIVE AND G0 NORTH FOR 0.45 M (0.1 FT) TO THE END OF A
 DP6038'CUL-DE-SAC AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DP6038'REFUSAL AT A DEPTH OF 41.6 FT (12.7 M) WITH A SURVEY DISK SET ON THE
 DP6038'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP6038'M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 2.0
 DP6038'FT (0.6 M) ABOVE THE LEVEL OF A DENISON DRIVE.
 DP6038'
 DP6038'LOCATED 119.0 FT (36.3 M) NORTH OF SURVEY MARK 25978 B, 58.0 FT (17.7
 DP6038'M) SOUTH OF A WELL SHAFT, 47.3 FT (14.4 M) EAST-NORTHEAST OF THE
 DP6038'APPROXIMATE CENTERLINE OF A METAL GATE, 37.7 FT (11.5 M)
 DP6038'WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF ENGLEWOOD ROAD AND 0.7
 DP6038'FT (21 CM) EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DP6038'
 DP6038'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6038'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP6038
 DP6038                          STATION RECOVERY (2018)
 DP6038
 DP6038'RECOVERY NOTE BY US POWER SQUADRON 2018 (GLB)
 DP6038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6039 ***********************************************************************
 DP6039  DESIGNATION -  25978 B
 DP6039  PID         -  DP6039
 DP6039  STATE/COUNTY-  FL/SARASOTA
 DP6039  COUNTRY     -  US
 DP6039  USGS QUAD   -  VENICE (2018)
 DP6039
 DP6039                         *CURRENT SURVEY CONTROL
 DP6039  ______________________________________________________________________
 DP6039* NAD 83(1986) POSITION- 27 01 37.2    (N) 082 23 52.0    (W)   HD_HELD2
 DP6039* NAVD 88 ORTHO HEIGHT -     3.929 (meters)       12.89  (feet) ADJUSTED
 DP6039  ______________________________________________________________________
 DP6039  GEOID HEIGHT    -        -23.881 (meters)                     GEOID18
 DP6039  DYNAMIC HEIGHT  -          3.923 (meters)       12.87  (feet) COMP
 DP6039  MODELED GRAVITY -    979,125.0   (mgal)                       NAVD 88
 DP6039
 DP6039  VERT ORDER      -  FIRST     CLASS II
 DP6039
 DP6039.The horizontal coordinates were established by autonomous hand held GPS
 DP6039.observations and have an estimated accuracy of +/- 10 meters.
 DP6039
 DP6039.The orthometric height was determined by differential leveling and
 DP6039.adjusted by the NATIONAL GEODETIC SURVEY
 DP6039.in April 2015.
 DP6039
 DP6039.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6039.GEOID18 height accuracy estimate available here.
 DP6039
 DP6039.Click photographs - Photos may exist for this station.
 DP6039
 DP6039.The dynamic height is computed by dividing the NAVD 88
 DP6039.geopotential number by the normal gravity value computed on the
 DP6039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6039.degrees latitude (g = 980.6199 gals.).
 DP6039
 DP6039.The modeled gravity was interpolated from observed gravity values.
 DP6039
 DP6039;                    North         East    Units  Estimated Accuracy
 DP6039;SPC FL W     -   298,458.      160,530.      MT  (+/- 10 meters HH2 GPS)
 DP6039
 DP6039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6134490194(NAD 83)
 DP6039
 DP6039                          SUPERSEDED SURVEY CONTROL
 DP6039
 DP6039.No superseded survey control is available for this station.
 DP6039
 DP6039_MARKER: DD = SURVEY DISK
 DP6039_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6039_STAMPING: 25978 B 2014
 DP6039_MARK LOGO: SFLWMD
 DP6039_PROJECTION: RECESSED 8 CENTIMETERS
 DP6039_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6039+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2018
 DP6039_ROD/PIPE-DEPTH: 10.1 meters
 DP6039
 DP6039  HISTORY     - Date     Condition        Report By
 DP6039  HISTORY     - 20140422 MONUMENTED       FLDEP
 DP6039  HISTORY     - 20181002 GOOD             USPSQD
 DP6039
 DP6039                          STATION DESCRIPTION
 DP6039
 DP6039'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6039'THE MARK IS ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF LAUREL, 6.1 MI
 DP6039'(9.8 KM) SOUTHEAST OF VENICE, 5.3 MI (8.5 KM) NORTH-NORTHWEST OF
 DP6039'ENGLEWOOD, IN SECTION 3, TOWNSHIP 40 SOUTH, RANGE 19 EAST.
 DP6039'
 DP6039'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 DP6039'776 (ENGLEWOOD ROAD) IN SOUTH VENICE, GO SOUTHEAST ON STATE ROAD 776
 DP6039'(ENGLEWOOD ROAD) FOR 2.35 MI (3.8 KM) TO THE INTERSECTION OF MANASOTA
 DP6039'BEACH ROAD.  TURN RIGHT ON MANASOTA BEACH ROAD AND GO WEST FOR 0.45 MI
 DP6039'(0.7 KM) TO THE JUNCTION OF DENISON DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP6039'DENISON DRIVE AND G0 NORTH FOR 0.4 MI (0.6 KM) TO A CUL-DE-SAC AND THE
 DP6039'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP6039'33.2 FT (10.1 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH
 DP6039'(30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED
 DP6039'0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH DENISON
 DP6039'DRIVE.
 DP6039'
 DP6039'LOCATED 177.4 FT (54.1 M) OF A WELL SHAFT, 119.0 FT (36.3 M) SOUTH OF
 DP6039'SURVEY MARK 25978 A, 56.0 FT (17.1 M) WEST OF THE APPROXIMATE
 DP6039'CENTERLINE OF ENGLEWOOD ROAD SOUTHBOUND LANES, 41.3 FT (12.6 M) EAST
 DP6039'OF THE APPROXIMATE CENTERLINE OF DENISON ROAD AND 2.6 FT (0.8 M)
 DP6039'NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DP6039'
 DP6039'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6039'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP6039
 DP6039                          STATION RECOVERY (2018)
 DP6039
 DP6039'RECOVERY NOTE BY US POWER SQUADRON 2018 (GLB)
 DP6039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6005 ***********************************************************************
 DP6005  DESIGNATION -  25981 A
 DP6005  PID         -  DP6005
 DP6005  STATE/COUNTY-  FL/SARASOTA
 DP6005  COUNTRY     -  US
 DP6005  USGS QUAD   -  MURDOCK (2018)
 DP6005
 DP6005                         *CURRENT SURVEY CONTROL
 DP6005  ______________________________________________________________________
 DP6005* NAD 83(1986) POSITION- 27 04 34.9    (N) 082 08 56.3    (W)   HD_HELD2
 DP6005* NAVD 88 ORTHO HEIGHT -     7.381 (meters)       24.22  (feet) ADJUSTED
 DP6005  ______________________________________________________________________
 DP6005  GEOID HEIGHT    -        -24.102 (meters)                     GEOID18
 DP6005  DYNAMIC HEIGHT  -          7.370 (meters)       24.18  (feet) COMP
 DP6005  MODELED GRAVITY -    979,123.5   (mgal)                       NAVD 88
 DP6005
 DP6005  VERT ORDER      -  FIRST     CLASS II
 DP6005
 DP6005.The horizontal coordinates were established by autonomous hand held GPS
 DP6005.observations and have an estimated accuracy of +/- 10 meters.
 DP6005
 DP6005.The orthometric height was determined by differential leveling and
 DP6005.adjusted by the NATIONAL GEODETIC SURVEY
 DP6005.in April 2015.
 DP6005
 DP6005.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6005.GEOID18 height accuracy estimate available here.
 DP6005
 DP6005.Click photographs - Photos may exist for this station.
 DP6005
 DP6005.The dynamic height is computed by dividing the NAVD 88
 DP6005.geopotential number by the normal gravity value computed on the
 DP6005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6005.degrees latitude (g = 980.6199 gals.).
 DP6005
 DP6005.The modeled gravity was interpolated from observed gravity values.
 DP6005
 DP6005;                    North         East    Units  Estimated Accuracy
 DP6005;SPC FL W     -   303,873.      185,225.      MT  (+/- 10 meters HH2 GPS)
 DP6005
 DP6005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8607795412(NAD 83)
 DP6005
 DP6005                          SUPERSEDED SURVEY CONTROL
 DP6005
 DP6005.No superseded survey control is available for this station.
 DP6005
 DP6005_MARKER: DD = SURVEY DISK
 DP6005_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6005_STAMPING: 25981 A 2008
 DP6005_MARK LOGO: SFLWMD
 DP6005_PROJECTION: RECESSED 3 CENTIMETERS
 DP6005_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6005+STABILITY: SURFACE MOTION
 DP6005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6005+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2014
 DP6005_ROD/PIPE-DEPTH: 3.0 meters
 DP6005
 DP6005  HISTORY     - Date     Condition        Report By
 DP6005  HISTORY     - 20080828 MONUMENTED       SFLWMD
 DP6005  HISTORY     - 20140215 GOOD             FLDEP
 DP6005
 DP6005                          STATION DESCRIPTION
 DP6005
 DP6005'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6005'THE MARK IS ABOUT 12.0 MI (19.3 KM) NORTH-NORTHWEST OF PUNTA GORDA,
 DP6005'8.6 MI (13.8 KM) NORTH-NORTHEAST OF EL JOBEAN, 4.4 MI (7.1 KM) NORTH
 DP6005'OF MURDOCK, IN SECTION 18, TOWNSHIP 39 SOUTH, RANGE 22 EAST.
 DP6005'
 DP6005'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DP6005'AND TOLEDO BLADE BOULEVARD (COUNTY ROAD 779) INCH (1979 CM) NORTHPORT,
 DP6005'GO SOUTH ON TOLEDO BLADE BOULEVARD (COUNTY ROAD 779) FOR 1.55 MI (2.5
 DP6005'KM) TO THE NORTH SIDE OF A CANAL AND A DIM EASEMENT TRAIL LOCATED ON
 DP6005'THE NORTHBOUND LANES OF TOLEDO BLADE BOULEVARD (COUNTY ROAD 779) ON
 DP6005'THE LEFT.  TURN LEFT ON THE DIM EASEMENT TRAIL AND GO EAST FOR 0.4 MI
 DP6005'(0.6 KM) TO A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN
 DP6005'ALUMINUM ROD DRIVEN TO THE DEPTH OF 10.0 FT (3.0 M) WITH A SURVEY DISK
 DP6005'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DP6005'UNKNOWN DEPTH, LEVEL WITH THE WELL SITE ACCESS TRAIL.
 DP6005'
 DP6005'LOCATED 61.7 FT (18.8 M) WEST-NORTHWEST OF SURVEY MARK 25981 B, 16.8
 DP6005'FT (5.1 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE METAL
 DP6005'GATE ENTRANCE TO THE WATER MONITORING WELL SITE, 2.9 FT (0.9 M)
 DP6005'NORTH-NORTHWEST OF THE BARB WIRE FENCE, 1.7 FT (0.5 M) WEST-SOUTHWEST
 DP6005'OF THE WELL SHAFT SUW-25980 AND 0.8 FT (24 CM) WEST-SOUTHWEST OF A
 DP6005'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6006 ***********************************************************************
 DP6006  DESIGNATION -  25981 B
 DP6006  PID         -  DP6006
 DP6006  STATE/COUNTY-  FL/SARASOTA
 DP6006  COUNTRY     -  US
 DP6006  USGS QUAD   -  MURDOCK (2018)
 DP6006
 DP6006                         *CURRENT SURVEY CONTROL
 DP6006  ______________________________________________________________________
 DP6006* NAD 83(1986) POSITION- 27 04 34.9    (N) 082 08 55.8    (W)   HD_HELD2
 DP6006* NAVD 88 ORTHO HEIGHT -     7.325 (meters)       24.03  (feet) ADJUSTED
 DP6006  ______________________________________________________________________
 DP6006  GEOID HEIGHT    -        -24.102 (meters)                     GEOID18
 DP6006  DYNAMIC HEIGHT  -          7.314 (meters)       24.00  (feet) COMP
 DP6006  MODELED GRAVITY -    979,123.5   (mgal)                       NAVD 88
 DP6006
 DP6006  VERT ORDER      -  FIRST     CLASS II
 DP6006
 DP6006.The horizontal coordinates were established by autonomous hand held GPS
 DP6006.observations and have an estimated accuracy of +/- 10 meters.
 DP6006
 DP6006.The orthometric height was determined by differential leveling and
 DP6006.adjusted by the NATIONAL GEODETIC SURVEY
 DP6006.in April 2015.
 DP6006
 DP6006.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6006.GEOID18 height accuracy estimate available here.
 DP6006
 DP6006.Click photographs - Photos may exist for this station.
 DP6006
 DP6006.The dynamic height is computed by dividing the NAVD 88
 DP6006.geopotential number by the normal gravity value computed on the
 DP6006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6006.degrees latitude (g = 980.6199 gals.).
 DP6006
 DP6006.The modeled gravity was interpolated from observed gravity values.
 DP6006
 DP6006;                    North         East    Units  Estimated Accuracy
 DP6006;SPC FL W     -   303,873.      185,238.      MT  (+/- 10 meters HH2 GPS)
 DP6006
 DP6006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8609095412(NAD 83)
 DP6006
 DP6006                          SUPERSEDED SURVEY CONTROL
 DP6006
 DP6006.No superseded survey control is available for this station.
 DP6006
 DP6006_MARKER: DD = SURVEY DISK
 DP6006_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6006_STAMPING: 25981 B 2008
 DP6006_MARK LOGO: SFLWMD
 DP6006_PROJECTION: RECESSED 3 CENTIMETERS
 DP6006_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6006+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2014
 DP6006_ROD/PIPE-DEPTH: 3.0 meters
 DP6006
 DP6006  HISTORY     - Date     Condition        Report By
 DP6006  HISTORY     - 20080828 MONUMENTED       SFLWMD
 DP6006  HISTORY     - 20140215 GOOD             FLDEP
 DP6006
 DP6006                          STATION DESCRIPTION
 DP6006
 DP6006'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6006'THE MARK IS ABOUT 12.0 MI (19.3 KM) NORTH-NORTHWEST OF PUNTA GORDA,
 DP6006'8.6 MI (13.8 KM) NORTH-NORTHEAST OF EL JOBEAN, 4.4 MI (7.1 KM) NORTH
 DP6006'OF MURDOCK, IN SECTION 18, TOWNSHIP 39 SOUTH, RANGE 22 EAST.
 DP6006'
 DP6006'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DP6006'AND TOLEDO BLADE BOULEVARD (COUNTY ROAD 779) INCH (1979 CM) NORTHPORT,
 DP6006'GO SOUTH ON TOLEDO BLADE BOULEVARD (COUNTY ROAD 779) FOR 1.55 MI (2.5
 DP6006'KM) TO THE NORTH SIDE OF A CANAL AND A DIM EASEMENT TRAIL LOCATED ON
 DP6006'THE NORTHBOUND LANES OF TOLEDO BLADE BOULEVARD (COUNTY ROAD 779) ON
 DP6006'THE LEFT.  TURN LEFT ON THE DIM EASEMENT TRAIL AND GO EAST FOR 0.4 MI
 DP6006'(0.6 KM) TO A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN
 DP6006'ALUMINUM ROD DRIVEN TO THE DEPTH OF 10.0 FT (3.0 M) WITH A SURVEY DISK
 DP6006'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DP6006'UNKNOWN DEPTH, LEVEL WITH THE WELL SITE ACCESS TRAIL.
 DP6006'
 DP6006'LOCATED 72.7 FT (22.2 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DP6006'OF THE METAL GATE ENTRANCE TO THE WATER MONITORING WELL SITE, 61.7 FT
 DP6006'(18.8 M) EAST-SOUTHEAST OF SURVEY MARK 25981 A, 7.0 FT (2.1 M)
 DP6006'SOUTH-SOUTHWEST OF AN ANTENNA POLE WITH A SOLAR PANEL ATTACHED, 5.9 FT
 DP6006'(1.8 M) WEST OF THE BARB WIRE FENCE, 1.5 FT (0.5 M) EAST-SOUTHEAST OF
 DP6006'THE WELL SHAFT AND 0.6 FT (18 CM) EAST-SOUTHEAST OF A CARSONITE
 DP6006'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6040 ***********************************************************************
 DP6040  DESIGNATION -  25999 A
 DP6040  PID         -  DP6040
 DP6040  STATE/COUNTY-  FL/SARASOTA
 DP6040  COUNTRY     -  US
 DP6040  USGS QUAD   -  VENICE (2018)
 DP6040
 DP6040                         *CURRENT SURVEY CONTROL
 DP6040  ______________________________________________________________________
 DP6040* NAD 83(1986) POSITION- 27 02 41.0    (N) 082 23 57.9    (W)   HD_HELD2
 DP6040* NAVD 88 ORTHO HEIGHT -     4.737 (meters)       15.54  (feet) ADJUSTED
 DP6040  ______________________________________________________________________
 DP6040  GEOID HEIGHT    -        -23.902 (meters)                     GEOID18
 DP6040  DYNAMIC HEIGHT  -          4.730 (meters)       15.52  (feet) COMP
 DP6040  MODELED GRAVITY -    979,126.7   (mgal)                       NAVD 88
 DP6040
 DP6040  VERT ORDER      -  FIRST     CLASS II
 DP6040
 DP6040.The horizontal coordinates were established by autonomous hand held GPS
 DP6040.observations and have an estimated accuracy of +/- 10 meters.
 DP6040
 DP6040.The orthometric height was determined by differential leveling and
 DP6040.adjusted by the NATIONAL GEODETIC SURVEY
 DP6040.in April 2015.
 DP6040
 DP6040.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6040.GEOID18 height accuracy estimate available here.
 DP6040
 DP6040.Click photographs - Photos may exist for this station.
 DP6040
 DP6040.The dynamic height is computed by dividing the NAVD 88
 DP6040.geopotential number by the normal gravity value computed on the
 DP6040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6040.degrees latitude (g = 980.6199 gals.).
 DP6040
 DP6040.The modeled gravity was interpolated from observed gravity values.
 DP6040
 DP6040;                    North         East    Units  Estimated Accuracy
 DP6040;SPC FL W     -   300,422.      160,374.      MT  (+/- 10 meters HH2 GPS)
 DP6040
 DP6040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6120392159(NAD 83)
 DP6040
 DP6040                          SUPERSEDED SURVEY CONTROL
 DP6040
 DP6040.No superseded survey control is available for this station.
 DP6040
 DP6040_MARKER: DD = SURVEY DISK
 DP6040_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6040_STAMPING: 25999 A 2008
 DP6040_MARK LOGO: SFLWMD
 DP6040_PROJECTION: RECESSED 3 CENTIMETERS
 DP6040_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6040+STABILITY: SURFACE MOTION
 DP6040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6040+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2014
 DP6040_ROD/PIPE-DEPTH: 3.0 meters
 DP6040
 DP6040  HISTORY     - Date     Condition        Report By
 DP6040  HISTORY     - 20080827 MONUMENTED       SFLWMD
 DP6040  HISTORY     - 20140215 GOOD             FLDEP
 DP6040
 DP6040                          STATION DESCRIPTION
 DP6040
 DP6040'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6040'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF LAUREL, 6.4 MI
 DP6040'(10.3 KM) NORTH-NORTHWEST OF ENGLEWOOD, 5.1 MI (8.2 KM) SOUTHEAST OF
 DP6040'VENICE, IN SECTION 34, TOWNSHIP 39 SOUTH, RANGE 19 EAST.
 DP6040'
 DP6040'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 DP6040'776 (ENGLEWOOD ROAD) IN SOUTH VENICE, GO SOUTHEAST ON STATE ROAD 776
 DP6040'(ENGLEWOOD ROAD) FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF ABALONE ON
 DP6040'THE RIGHT AND AN ANNEX ROAD ON THE LEFT.  TURN LEFT ON THE ANNEX ROAD,
 DP6040'THEN AN IMMEDIATE RIGHT AND GO SOUTH THEN NORTHEAST FOR 0.1 MI (0.2
 DP6040'KM) TO A GATE AT A COUNTY MAINTENANCE FACILITY.  CONTINUE THROUGH THE
 DP6040'GATE AND GO NORTHEASTERLY FOR 0.15 MI (0.2 KM) TO A WATER MONITORING
 DP6040'WELL SITE AND THE MARK, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A
 DP6040'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP6040'MONUMENT, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND
 DP6040'LEVEL WITH THE ACCESS ROAD.
 DP6040'
 DP6040'LOCATED 20.3 FT (6.2 M) NORTHWEST OF A CHAIN LINK FENCE CORNER POST,
 DP6040'10.5 FT (3.2 M) WEST OF SURVEY MARK 25999 B, 8.4 FT (2.6 M) WEST OF
 DP6040'WELL CASING 25998, 1.6 FT (0.5 M) SOUTH OF WELL CASING 25999 AND 0.3
 DP6040'FT (9 CM) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6041 ***********************************************************************
 DP6041  DESIGNATION -  25999 B
 DP6041  PID         -  DP6041
 DP6041  STATE/COUNTY-  FL/SARASOTA
 DP6041  COUNTRY     -  US
 DP6041  USGS QUAD   -  VENICE (2018)
 DP6041
 DP6041                         *CURRENT SURVEY CONTROL
 DP6041  ______________________________________________________________________
 DP6041* NAD 83(1986) POSITION- 27 02 41.1    (N) 082 23 57.8    (W)   HD_HELD2
 DP6041* NAVD 88 ORTHO HEIGHT -     4.676 (meters)       15.34  (feet) ADJUSTED
 DP6041  ______________________________________________________________________
 DP6041  GEOID HEIGHT    -        -23.902 (meters)                     GEOID18
 DP6041  DYNAMIC HEIGHT  -          4.669 (meters)       15.32  (feet) COMP
 DP6041  MODELED GRAVITY -    979,126.7   (mgal)                       NAVD 88
 DP6041
 DP6041  VERT ORDER      -  FIRST     CLASS II
 DP6041
 DP6041.The horizontal coordinates were established by autonomous hand held GPS
 DP6041.observations and have an estimated accuracy of +/- 10 meters.
 DP6041
 DP6041.The orthometric height was determined by differential leveling and
 DP6041.adjusted by the NATIONAL GEODETIC SURVEY
 DP6041.in April 2015.
 DP6041
 DP6041.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6041.GEOID18 height accuracy estimate available here.
 DP6041
 DP6041.Click photographs - Photos may exist for this station.
 DP6041
 DP6041.The dynamic height is computed by dividing the NAVD 88
 DP6041.geopotential number by the normal gravity value computed on the
 DP6041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6041.degrees latitude (g = 980.6199 gals.).
 DP6041
 DP6041.The modeled gravity was interpolated from observed gravity values.
 DP6041
 DP6041;                    North         East    Units  Estimated Accuracy
 DP6041;SPC FL W     -   300,425.      160,377.      MT  (+/- 10 meters HH2 GPS)
 DP6041
 DP6041_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6120692162(NAD 83)
 DP6041
 DP6041                          SUPERSEDED SURVEY CONTROL
 DP6041
 DP6041.No superseded survey control is available for this station.
 DP6041
 DP6041_MARKER: DD = SURVEY DISK
 DP6041_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6041_STAMPING: 25999 B 2008
 DP6041_MARK LOGO: SFLWMD
 DP6041_PROJECTION: RECESSED 3 CENTIMETERS
 DP6041_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6041+STABILITY: SURFACE MOTION
 DP6041_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6041+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2014
 DP6041_ROD/PIPE-DEPTH: 3.0 meters
 DP6041
 DP6041  HISTORY     - Date     Condition        Report By
 DP6041  HISTORY     - 20080827 MONUMENTED       SFLWMD
 DP6041  HISTORY     - 20140311 GOOD             FLDEP
 DP6041
 DP6041                          STATION DESCRIPTION
 DP6041
 DP6041'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6041'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTH-SOUTHEAST OF LAUREL, 6.4 MI
 DP6041'(10.3 KM) NORTH-NORTHWEST OF ENGLEWOOD, 5.1 MI (8.2 KM) SOUTHEAST OF
 DP6041'VENICE, IN SECTION 34, TOWNSHIP 39 SOUTH, RANGE 19 EAST.
 DP6041'
 DP6041'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 DP6041'776 (ENGLEWOOD ROAD) IN SOUTH VENICE, GO SOUTHEAST ON STATE ROAD 776
 DP6041'(ENGLEWOOD ROAD) FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF ABALONE ON
 DP6041'THE RIGHT AND AN ANNEX ROAD ON THE LEFT.  TURN LEFT ON THE ANNEX ROAD,
 DP6041'THEN AN IMMEDIATE RIGHT AND GO SOUTH THEN NORTHEAST FOR 0.1 MI (0.2
 DP6041'KM) TO A GATE AT A COUNTY MAINTENANCE FACILITY.  CONTINUE THROUGH THE
 DP6041'GATE AND GO NORTHEASTERLY FOR 0.15 MI (0.2 KM) TO A WATER MONITORING
 DP6041'WELL SITE AND THE MARK, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A
 DP6041'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP6041'MONUMENT, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND
 DP6041'LEVEL WITH THE ACCESS ROAD.
 DP6041'
 DP6041'LOCATED 14.2 FT (4.3 M) NORTH OF A CHAIN LINK FENCE CORNER POST, 10.5
 DP6041'FT (3.2 M) WEST OF SURVEY MARK 25999 A, 5.0 FT (1.5 M) WEST OF A CHAIN
 DP6041'LINK FENCE, 1.8 FT (0.5 M) EAST OF WELL CASING 25998 AND 0.3 FT (9 CM)
 DP6041'EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6724 ***********************************************************************
 DP6724  DESIGNATION -  26
 DP6724  PID         -  DP6724
 DP6724  STATE/COUNTY-  FL/MANATEE
 DP6724  COUNTRY     -  US
 DP6724  USGS QUAD   -  MYAKKA CITY (2018)
 DP6724
 DP6724                         *CURRENT SURVEY CONTROL
 DP6724  ______________________________________________________________________
 DP6724* NAD 83(1986) POSITION- 27 20 38.0    (N) 082 09 23.3    (W)   HD_HELD2
 DP6724* NAVD 88 ORTHO HEIGHT -    14.914 (meters)       48.93  (feet) ADJUSTED
 DP6724  ______________________________________________________________________
 DP6724  GEOID HEIGHT    -        -24.593 (meters)                     GEOID18
 DP6724  DYNAMIC HEIGHT  -         14.891 (meters)       48.85  (feet) COMP
 DP6724  MODELED GRAVITY -    979,128.0   (mgal)                       NAVD 88
 DP6724
 DP6724  VERT ORDER      -  SECOND    CLASS I
 DP6724
 DP6724.The horizontal coordinates were established by autonomous hand held GPS
 DP6724.observations and have an estimated accuracy of +/- 10 meters.
 DP6724
 DP6724.The orthometric height was determined by differential leveling and
 DP6724.adjusted by the NATIONAL GEODETIC SURVEY
 DP6724.in July 2015.
 DP6724
 DP6724.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6724.GEOID18 height accuracy estimate available here.
 DP6724
 DP6724.Click photographs - Photos may exist for this station.
 DP6724
 DP6724.The dynamic height is computed by dividing the NAVD 88
 DP6724.geopotential number by the normal gravity value computed on the
 DP6724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6724.degrees latitude (g = 980.6199 gals.).
 DP6724
 DP6724.The modeled gravity was interpolated from observed gravity values.
 DP6724
 DP6724;                    North         East    Units  Estimated Accuracy
 DP6724;SPC FL W     -   333,517.      184,518.      MT  (+/- 10 meters HH2 GPS)
 DP6724
 DP6724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8560625055(NAD 83)
 DP6724
 DP6724                          SUPERSEDED SURVEY CONTROL
 DP6724
 DP6724.No superseded survey control is available for this station.
 DP6724
 DP6724_MARKER: DD = SURVEY DISK
 DP6724_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP6724_SP_SET: BRIDGE GUARDRAIL
 DP6724_STAMPING: 26
 DP6724_MARK LOGO: FLSRD
 DP6724_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6724_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6724+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2020
 DP6724
 DP6724  HISTORY     - Date     Condition        Report By
 DP6724  HISTORY     - UNK      MONUMENTED       FLSRD
 DP6724  HISTORY     - 20140328 GOOD             FLDEP
 DP6724  HISTORY     - 20200925 GOOD             FL-081
 DP6724
 DP6724                          STATION DESCRIPTION
 DP6724
 DP6724'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6724'THE MARK IS ABOUT 7.1 MI (11.4 KM) EAST-NORTHEAST OF OLD MYAKKA, 3.7
 DP6724'MI (6.0 KM) NORTHWEST OF EDGEVILLE, IN THE TOWN OF MYAKKA CITY, IN
 DP6724'SECTION 13, TOWNSHIP 36 SOUTH, RANGE 21 EAST.
 DP6724'
 DP6724'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6724'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6724'ROAD ON THE LEFT.  CONTINUE EAST ON STATE ROAD 70 FOR 0.4 MI (0.6 KM)
 DP6724'TO THE BRIDGE OVER THE MYAKKA RIVER AND THE MARK ON THE LEFT, SET
 DP6724'FLUSH IN THE TOP OF THE SOUTHEAST BRIDGE GUARDRAIL ABOUT 3.0 FT (0.9
 DP6724'M) ABOVE THE LEVEL OF STATE ROAD 70.
 DP6724'
 DP6724'LOCATED ABOUT 300.0 FT (91.4 M) SOUTHEAST OF SURVEY MARK 25585, 18.8
 DP6724'FT (5.7 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 DP6724'70, 8.5 FT (2.6 M) NORTH OF A CARSONITE WITNESS POST, 3.6 FT (1.1 M)
 DP6724'NORTH-NORTHEAST OF A STEEL GUARDRAIL AND 0.9 FT (27 CM) NORTHWEST OF
 DP6724'THE SOUTHEAST END OF THE GUARDRAIL.
 DP6724
 DP6724                          STATION RECOVERY (2020)
 DP6724
 DP6724'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (BP)
 DP6724'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR0393 ***********************************************************************
 AR0393  DESIGNATION -  26 70 A 06
 AR0393  PID         -  AR0393
 AR0393  STATE/COUNTY-  FL/ALACHUA
 AR0393  COUNTRY     -  US
 AR0393  USGS QUAD   -  GAINESVILLE EAST (2018)
 AR0393
 AR0393                         *CURRENT SURVEY CONTROL
 AR0393  ______________________________________________________________________
 AR0393* NAD 83(1986) POSITION- 29 39 01.77   (N) 082 22 29.27   (W)   HD_HELD1
 AR0393* NAVD 88 ORTHO HEIGHT -    22.652 (meters)       74.32  (feet) ADJUSTED
 AR0393  ______________________________________________________________________
 AR0393  GEOID HEIGHT    -        -27.878 (meters)                     GEOID18
 AR0393  DYNAMIC HEIGHT  -         22.622 (meters)       74.22  (feet) COMP
 AR0393  MODELED GRAVITY -    979,284.8   (mgal)                       NAVD 88
 AR0393
 AR0393  VERT ORDER      -  SECOND    CLASS 0
 AR0393
 AR0393.The horizontal coordinates were determined by differentially corrected
 AR0393.hand held GPS observations or other comparable positioning techniques
 AR0393.and have an estimated accuracy of +/- 3 meters.
 AR0393
 AR0393.The orthometric height was determined by differential leveling and
 AR0393.adjusted by the NATIONAL GEODETIC SURVEY
 AR0393.in June 1991.
 AR0393
 AR0393.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR0393.GEOID18 height accuracy estimate available here.
 AR0393
 AR0393.Click photographs - Photos may exist for this station.
 AR0393
 AR0393.The dynamic height is computed by dividing the NAVD 88
 AR0393.geopotential number by the normal gravity value computed on the
 AR0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0393.degrees latitude (g = 980.6199 gals.).
 AR0393
 AR0393.The modeled gravity was interpolated from observed gravity values.
 AR0393
 AR0393;                    North         East    Units  Estimated Accuracy
 AR0393;SPC FL N     -    74,023.3     805,753.4     MT  (+/- 3 meters HH1 GPS) 
 AR0393
 AR0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6693580847(NAD 83)
 AR0393
 AR0393                          SUPERSEDED SURVEY CONTROL
 AR0393
 AR0393  NGVD 29 (??/??/92)   22.908  (m)           75.16   (f) ADJ UNCH    2 0
 AR0393
 AR0393.Superseded values are not recommended for survey control.
 AR0393
 AR0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0393.See file dsdata.pdf to determine how the superseded data were derived.
 AR0393
 AR0393_MARKER: DD = SURVEY DISK
 AR0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0393_STAMPING: 26 70 A06
 AR0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0393+STABILITY: SURFACE MOTION
 AR0393
 AR0393  HISTORY     - Date     Condition        Report By
 AR0393  HISTORY     - UNK      MONUMENTED       FLDT
 AR0393  HISTORY     - 1974     GOOD             FLDT
 AR0393
 AR0393                          STATION DESCRIPTION
 AR0393
 AR0393'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 AR0393'2 MI W FROM GAINESVILLE.
 AR0393'FROM THE INTERSECTION OF STATE ROAD 26 AND U.S. ROUTE 441 IN
 AR0393'GAINESVILLE, PROCEED WEST ON STATE ROAD 26 FOR ABOUT 0.7 MILES
 AR0393'TO STATE ROAD 26A, THEN WEST ALONG STATE ROAD 26A FOR ABOUT
 AR0393'1.35 MILES AND THE REFERENCE MARK, WHICH IS SET IN THE TOP OF
 AR0393'A SQUARE CONCRETE POST 10 INCHES BELOW GROUND.  IT IS 33.8 FEET
 AR0393'SOUTH-SOUTHWEST OF THE CENTERLINE OF STATE ROAD 26A, 114.0 FEET
 AR0393'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE GUARDRAIL
 AR0393'FOR ROAD BRIDGE OVER HAGTOWN CREEK, 115.3 FEET NORTHEAST OF
 AR0393'POWER POLE A240 SUPPORTING 3 TRANSFORMERS, AND 3.4 FEET NORTH
 AR0393'OF A METAL WITNESS POST.  SECTION 2, T10S, R19E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8212 ***********************************************************************
 AD8212  DESIGNATION -  26 BRP
 AD8212  PID         -  AD8212
 AD8212  STATE/COUNTY-  FL/PALM BEACH
 AD8212  COUNTRY     -  US
 AD8212  USGS QUAD   -  SIXMILE BEND (2018)
 AD8212
 AD8212                         *CURRENT SURVEY CONTROL
 AD8212  ______________________________________________________________________
 AD8212* NAD 83(1986) POSITION- 26 40 41.2    (N) 080 30 30.6    (W)   HD_HELD2
 AD8212* NAVD 88 ORTHO HEIGHT -     5.662 (meters)       18.58  (feet) ADJUSTED
 AD8212  ______________________________________________________________________
 AD8212  GEOID HEIGHT    -        -25.308 (meters)                     GEOID18
 AD8212  DYNAMIC HEIGHT  -          5.654 (meters)       18.55  (feet) COMP
 AD8212  MODELED GRAVITY -    979,107.6   (mgal)                       NAVD 88
 AD8212
 AD8212  VERT ORDER      -  FIRST     CLASS II
 AD8212
 AD8212.The horizontal coordinates were established by autonomous hand held GPS
 AD8212.observations and have an estimated accuracy of +/- 10 meters.
 AD8212
 AD8212.The orthometric height was determined by differential leveling and
 AD8212.adjusted by the NATIONAL GEODETIC SURVEY
 AD8212.in September 1992.
 AD8212
 AD8212.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8212.GEOID18 height accuracy estimate available here.
 AD8212
 AD8212.Click photographs - Photos may exist for this station.
 AD8212
 AD8212.The dynamic height is computed by dividing the NAVD 88
 AD8212.geopotential number by the normal gravity value computed on the
 AD8212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8212.degrees latitude (g = 980.6199 gals.).
 AD8212
 AD8212.The modeled gravity was interpolated from observed gravity values.
 AD8212
 AD8212;                    North         East    Units  Estimated Accuracy
 AD8212;SPC FL E     -   259,835.      248,919.      MT  (+/- 10 meters HH2 GPS)
 AD8212
 AD8212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK4890250878(NAD 83)
 AD8212
 AD8212                          SUPERSEDED SURVEY CONTROL
 AD8212
 AD8212  NGVD 29 (09/01/92)    6.106  (m)           20.03   (f) ADJUSTED    1 2
 AD8212
 AD8212.Superseded values are not recommended for survey control.
 AD8212
 AD8212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8212.See file dsdata.pdf to determine how the superseded data were derived.
 AD8212
 AD8212_MARKER: DE = TRAVERSE STATION DISK
 AD8212_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD8212_SP_SET: ABUTMENT
 AD8212_STAMPING: 26 BRP 1969
 AD8212_MARK LOGO: USGS
 AD8212_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8212+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2025
 AD8212
 AD8212  HISTORY     - Date     Condition        Report By
 AD8212  HISTORY     - 1969     MONUMENTED       USGS
 AD8212  HISTORY     - 19920317 GOOD             NGS
 AD8212  HISTORY     - 20250915 GOOD             GEOCAC
 AD8212
 AD8212                          STATION DESCRIPTION
 AD8212
 AD8212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8212'18.3 KM (11.35 MI) EASTERLY ALONG STATE HIGHWAY 880 FROM THE JUNCTION
 AD8212'OF STATE HIGHWAY 80 IN BELLE GLADE, IN TOP OF AND 0.4 M (1.3 FT)
 AD8212'NORTH OF THE SOUTH END OF THE EAST CONCRETE ABUTMENT OF BRIDGE NUMBER
 AD8212'930913 SPANNING A CANAL, AND 8.3 M (27.2 FT) SOUTH OF AND LEVEL WITH
 AD8212'THE CENTERLINE OF THE HIGHWAY.
 AD8212
 AD8212                          STATION RECOVERY (2025)
 AD8212
 AD8212'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD8212'REPLACE REFERENCES TO STATE ROAD 880 WITH COUNTY ROAD 880.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI6983 ***********************************************************************
 AI6983  DESIGNATION -  26 CMP
 AI6983  PID         -  AI6983
 AI6983  STATE/COUNTY-  FL/PUTNAM
 AI6983  COUNTRY     -  US
 AI6983  USGS QUAD   -  CRESCENT CITY (2018)
 AI6983
 AI6983                         *CURRENT SURVEY CONTROL
 AI6983  ______________________________________________________________________
 AI6983* NAD 83(1986) POSITION- 29 26 25.     (N) 081 34 02.     (W)   SCALED
 AI6983* NAVD 88 ORTHO HEIGHT -    12.185 (meters)       39.98  (feet) ADJUSTED
 AI6983  ______________________________________________________________________
 AI6983  GEOID HEIGHT    -        -28.466 (meters)                     GEOID18
 AI6983  DYNAMIC HEIGHT  -         12.168 (meters)       39.92  (feet) COMP
 AI6983  MODELED GRAVITY -    979,272.9   (mgal)                       NAVD 88
 AI6983
 AI6983  VERT ORDER      -  SECOND    CLASS I
 AI6983
 AI6983.The horizontal coordinates were scaled from a map and have
 AI6983.an estimated accuracy of +/- 6 seconds.
 AI6983
 AI6983.The orthometric height was determined by differential leveling and
 AI6983.adjusted by the NATIONAL GEODETIC SURVEY
 AI6983.in April 2001.
 AI6983
 AI6983.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6983.GEOID18 height accuracy estimate available here.
 AI6983
 AI6983.Click photographs - Photos may exist for this station.
 AI6983
 AI6983.The dynamic height is computed by dividing the NAVD 88
 AI6983.geopotential number by the normal gravity value computed on the
 AI6983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6983.degrees latitude (g = 980.6199 gals.).
 AI6983
 AI6983.The modeled gravity was interpolated from observed gravity values.
 AI6983
 AI6983;                    North         East    Units  Estimated Accuracy
 AI6983;SPC FL E     -   565,960.      144,970.      MT  (+/- 180 meters Scaled)
 AI6983
 AI6983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN449569(NAD 83)
 AI6983
 AI6983                          SUPERSEDED SURVEY CONTROL
 AI6983
 AI6983.No superseded survey control is available for this station.
 AI6983
 AI6983_MARKER: DB = BENCH MARK DISK
 AI6983_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AI6983_SP_SET: CULVERT HEADWALL
 AI6983_STAMPING: 26 CMP 1969
 AI6983_MARK LOGO: USGS
 AI6983_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6983+STABILITY: SURFACE MOTION
 AI6983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6983+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2002
 AI6983
 AI6983  HISTORY     - Date     Condition        Report By
 AI6983  HISTORY     - 1969     MONUMENTED       USGS
 AI6983  HISTORY     - 19930914 GOOD             FLDEP
 AI6983  HISTORY     - 20020713 GOOD             FLDEP
 AI6983
 AI6983                          STATION DESCRIPTION
 AI6983
 AI6983'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6983'THE MARK IS ABOUT 3.4 MI (5.5 KM) WEST OF CRESCENT CITY, 4.7 MI (7.6
 AI6983'KM) EAST OF FRUITLAND IN PUTNAM COUNTY, SECTION 22, TOWNSHIP 12 SOUTH,
 AI6983'RANGE 27 EAST. TO REACH THE MARK FROM THE T JUNCTION OF COUNTY ROADS
 AI6983'C-309 AND C-308 IN FRUITLAND, GO NORTHEAST ON COUNTY ROAD C-308 FOR
 AI6983'4.7 MI (7.6 KM) TO THE MARK ON THE RIGHT. LOCATED AT A DRAIN CROSSING
 AI6983'IN THE CENTER OF THE SOUTH HEADWALL OF THE CULVERT, 25.3 FT (7.7 M)
 AI6983'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL, 20.0 FT (6.1 M) SOUTH
 AI6983'OF THE CENTERLINE OF COUNTY ROAD 308, 16.8 FT (5.1 M) SOUTH WEST OF
 AI6983'THE NORTHEAST END OF THE HEADWALL, 16.8 FT (5.1 M) WEST OF A CARSONITE
 AI6983'WITNESS POST AND 0.4 FT (12.2 CM) HIGHER THAN THE LEVEL OF THE ROAD.
 AI6983
 AI6983                          STATION RECOVERY (2002)
 AI6983
 AI6983'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AI6983'RECOVERED IN GOOD CONDITION.
 AI6983'
 AI6983'THE MARK IS ABOUT 4.7 MI EAST OF FRUITLAND, 3.4 MI WEST OF CRESCENT
 AI6983'CITY, IN SECTION 22,
 AI6983'TOWNSHIP 12 SOUTH, RANGE 27 EAST.
 AI6983'
 AI6983'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 308 AND U.S.
 AI6983'HIGHWAY 17 IN CRESCENT
 AI6983'CITY, GO WEST ON COUNTY ROAD 308 FOR 3.2 MI TO THE JUNCTION OF
 AI6983'HUNTINGTON SHORTCUT
 AI6983'ROAD ON THE RIGHT, CONTINUE WEST ON COUNTY ROAD 308 FOR 0.3 MI TO THE
 AI6983'MARK ON THE LEFT,
 AI6983'SET FLUSH IN THE CENTER OF THE CULVERT HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7395 ***********************************************************************
 AG7395  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7395  DESIGNATION -  26 FLDT
 AG7395  PID         -  AG7395
 AG7395  STATE/COUNTY-  FL/SARASOTA
 AG7395  COUNTRY     -  US
 AG7395  USGS QUAD   -  SARASOTA (2018)
 AG7395
 AG7395                         *CURRENT SURVEY CONTROL
 AG7395  ______________________________________________________________________
 AG7395* NAD 83(1986) POSITION- 27 20 11.     (N) 082 35 18.     (W)   SCALED
 AG7395* NAVD 88 ORTHO HEIGHT -     0.532 (meters)        1.75  (feet) ADJUSTED
 AG7395  ______________________________________________________________________
 AG7395  GEOID HEIGHT    -        -24.339 (meters)                     GEOID18
 AG7395  DYNAMIC HEIGHT  -          0.532 (meters)        1.75  (feet) COMP
 AG7395  MODELED GRAVITY -    979,131.2   (mgal)                       NAVD 88
 AG7395
 AG7395  VERT ORDER      -  SECOND    CLASS I
 AG7395
 AG7395.The horizontal coordinates were scaled from a map and have
 AG7395.an estimated accuracy of +/- 6 seconds.
 AG7395
 AG7395.The orthometric height was determined by differential leveling and
 AG7395.adjusted by the NATIONAL GEODETIC SURVEY
 AG7395.in June 1991.
 AG7395
 AG7395.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7395.GEOID18 height accuracy estimate available here.
 AG7395
 AG7395.This Tidal Bench Mark is designated as VM 6129
 AG7395.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7395
 AG7395.Click photographs - Photos may exist for this station.
 AG7395
 AG7395.The dynamic height is computed by dividing the NAVD 88
 AG7395.geopotential number by the normal gravity value computed on the
 AG7395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7395.degrees latitude (g = 980.6199 gals.).
 AG7395
 AG7395.The modeled gravity was interpolated from observed gravity values.
 AG7395
 AG7395;                    North         East    Units  Estimated Accuracy
 AG7395;SPC FL W     -   332,810.      141,780.      MT  (+/- 180 meters Scaled)
 AG7395
 AG7395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL428246(NAD 83)
 AG7395
 AG7395                          SUPERSEDED SURVEY CONTROL
 AG7395
 AG7395.No superseded survey control is available for this station.
 AG7395
 AG7395_MARKER: DB = BENCH MARK DISK
 AG7395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7395_STAMPING: DOT BM 26 EL-2.817
 AG7395_MARK LOGO: FLDT
 AG7395_PROJECTION: FLUSH
 AG7395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7395+STABILITY: SURFACE MOTION
 AG7395
 AG7395  HISTORY     - Date     Condition        Report By
 AG7395  HISTORY     - 1978     MONUMENTED       FLDT
 AG7395  HISTORY     - 1979     GOOD             FLDNR
 AG7395  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 AG7395  HISTORY     - 1983     GOOD             FLDNR
 AG7395
 AG7395                          STATION DESCRIPTION
 AG7395
 AG7395'DESCRIBED BY FL DEPT OF NAT RES 1979
 AG7395'SARASOTA.
 AG7395'BEGIN AT THE SOUTH END OF THE BRIDGE OVER NEW PASS, PROCEED 0.4 MILES
 AG7395'NORTH ON STATE HIGHWAY 789. THE MARK BEARS 52.0 FEET EAST OF THE
 AG7395'CENTERLINE OF STATE HIGHWAY 789, 25.0 FEET SOUTH OF CONCRETE POWER
 AG7395'POLE, AND ABOUT 88 YARDS SOUTHEAST OF BM NO 3 1975 (NOS).
 AG7395'THE MARK IS 1 FT  W FROM A WITNESS POST.
 AG7395
 AG7395                          STATION RECOVERY (1983)
 AG7395
 AG7395'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG7395'MARK NOT FOUND.
 AG7395
 AG7395                          STATION RECOVERY (1983)
 AG7395
 AG7395'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7395'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AG7395'INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 780 IN SARASOTA, GO 2.4
 AG7395'MILES SOUTHWEST ALONG STATE ROAD 780 TO THE JUNCTION OF STATE ROAD
 AG7395'789, GO 1.6 MILES NORTH ALONG STATE ROAD 789 TO THE VICINITY OF THE
 AG7395'MARK.  THE MARK BEARS 52 FEET EAST OF THE CENTERLINE OF STATE ROAD
 AG7395'789, 25 FEET SOUTH OF A CONCRETE POWER POLE, AND 4.3 FEET NORTHEAST OF
 AG7395'THE NORTHEAST EDGE OF THE SIDEWALK.
 AG7395'THE MARK IS 2 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0720 ***********************************************************************
 AQ0720  DESIGNATION -  26 JAS
 AQ0720  PID         -  AQ0720
 AQ0720  STATE/COUNTY-  FL/LAKE
 AQ0720  COUNTRY     -  US
 AQ0720  USGS QUAD   -  JUNIPER SPRINGS (2018)
 AQ0720
 AQ0720                         *CURRENT SURVEY CONTROL
 AQ0720  ______________________________________________________________________
 AQ0720* NAD 83(1986) POSITION- 29 10 12.     (N) 081 38 11.     (W)   SCALED
 AQ0720* NAVD 88 ORTHO HEIGHT -    12.933 (meters)       42.43  (feet) ADJUSTED
 AQ0720  ______________________________________________________________________
 AQ0720  GEOID HEIGHT    -        -28.302 (meters)                     GEOID18
 AQ0720  DYNAMIC HEIGHT  -         12.915 (meters)       42.37  (feet) COMP
 AQ0720  MODELED GRAVITY -    979,239.4   (mgal)                       NAVD 88
 AQ0720
 AQ0720  VERT ORDER      -  FIRST     CLASS II
 AQ0720
 AQ0720.The horizontal coordinates were scaled from a map and have
 AQ0720.an estimated accuracy of +/- 6 seconds.
 AQ0720
 AQ0720.The orthometric height was determined by differential leveling and
 AQ0720.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0720.in June 1991.
 AQ0720
 AQ0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0720.GEOID18 height accuracy estimate available here.
 AQ0720
 AQ0720.Click photographs - Photos may exist for this station.
 AQ0720
 AQ0720.The dynamic height is computed by dividing the NAVD 88
 AQ0720.geopotential number by the normal gravity value computed on the
 AQ0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0720.degrees latitude (g = 980.6199 gals.).
 AQ0720
 AQ0720.The modeled gravity was interpolated from observed gravity values.
 AQ0720
 AQ0720;                    North         East    Units  Estimated Accuracy
 AQ0720;SPC FL E     -   536,040.      138,100.      MT  (+/- 180 meters Scaled)
 AQ0720
 AQ0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN381269(NAD 83)
 AQ0720
 AQ0720                          SUPERSEDED SURVEY CONTROL
 AQ0720
 AQ0720  NGVD 29 (??/??/92)   13.254  (m)           43.48   (f) ADJ UNCH    1 2
 AQ0720
 AQ0720.Superseded values are not recommended for survey control.
 AQ0720
 AQ0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0720.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0720
 AQ0720_MARKER: DD = SURVEY DISK
 AQ0720_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ0720_SP_SET: CULVERT HEADWALL
 AQ0720_STAMPING: 26 JAS 1966 43
 AQ0720_MARK LOGO: USGS
 AQ0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0720+STABILITY: SURFACE MOTION
 AQ0720
 AQ0720  HISTORY     - Date     Condition        Report By
 AQ0720  HISTORY     - 1966     MONUMENTED       USGS
 AQ0720  HISTORY     - 1968     GOOD             CGS
 AQ0720  HISTORY     - 1985     GOOD             FLDNR
 AQ0720  HISTORY     - 1989     GOOD             USPSQD
 AQ0720  HISTORY     - 1990     GOOD             USPSQD
 AQ0720  HISTORY     - 19970211 MARK NOT FOUND   USPSQD
 AQ0720
 AQ0720                          STATION DESCRIPTION
 AQ0720
 AQ0720'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0720'7.5 MI W FROM ASTOR.
 AQ0720'ABOUT 7.5 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0720'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, ABOUT 0.35
 AQ0720'MILE EAST OF THE INTERSECTION OF STATE HIGHWAY 19, SET ON THE
 AQ0720'TOP OF THE EAST END OF THE SOUTH CONCRETE HEAD WALL FOR A 36-INCH
 AQ0720'PIPE CULVERT UNDER THE HIGHWAY, 38 FEET SOUTH OF THE CENTER
 AQ0720'LINE OF THE HIGHWAY AND 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AQ0720
 AQ0720                          STATION RECOVERY (1985)
 AQ0720
 AQ0720'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ0720'RECOVERED IN GOOD CONDITION.
 AQ0720
 AQ0720                          STATION RECOVERY (1989)
 AQ0720
 AQ0720'RECOVERY NOTE BY US POWER SQUADRON 1989 (WHT)
 AQ0720'RECOVERED IN GOOD CONDITION.
 AQ0720
 AQ0720                          STATION RECOVERY (1990)
 AQ0720
 AQ0720'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0720'RECOVERED IN GOOD CONDITION.
 AQ0720
 AQ0720                          STATION RECOVERY (1997)
 AQ0720
 AQ0720'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ0720'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD2261 ***********************************************************************
 BD2261  DESIGNATION -  26 JDK
 BD2261  PID         -  BD2261
 BD2261  STATE/COUNTY-  FL/DUVAL
 BD2261  COUNTRY     -  US
 BD2261  USGS QUAD   -  MACCLENNY EAST (2018)
 BD2261
 BD2261                         *CURRENT SURVEY CONTROL
 BD2261  ______________________________________________________________________
 BD2261* NAD 83(1986) POSITION- 30 18 11.     (N) 082 00 29.     (W)   SCALED
 BD2261* NAVD 88 ORTHO HEIGHT -    23.948 (meters)       78.57  (feet) ADJUSTED
 BD2261  ______________________________________________________________________
 BD2261  GEOID HEIGHT    -        -28.197 (meters)                     GEOID18
 BD2261  DYNAMIC HEIGHT  -         23.917 (meters)       78.47  (feet) COMP
 BD2261  MODELED GRAVITY -    979,345.7   (mgal)                       NAVD 88
 BD2261
 BD2261  VERT ORDER      -  FIRST     CLASS II
 BD2261
 BD2261.The horizontal coordinates were scaled from a map and have
 BD2261.an estimated accuracy of +/- 6 seconds.
 BD2261
 BD2261.The orthometric height was determined by differential leveling and
 BD2261.adjusted by the NATIONAL GEODETIC SURVEY
 BD2261.in June 1991.
 BD2261
 BD2261.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD2261.GEOID18 height accuracy estimate available here.
 BD2261
 BD2261.Click photographs - Photos may exist for this station.
 BD2261
 BD2261.The dynamic height is computed by dividing the NAVD 88
 BD2261.geopotential number by the normal gravity value computed on the
 BD2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2261.degrees latitude (g = 980.6199 gals.).
 BD2261
 BD2261.The modeled gravity was interpolated from observed gravity values.
 BD2261
 BD2261;                    North         East    Units  Estimated Accuracy
 BD2261;SPC FL E     -   661,890.      103,040.      MT  (+/- 180 meters Scaled)
 BD2261
 BD2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP030527(NAD 83)
 BD2261
 BD2261                          SUPERSEDED SURVEY CONTROL
 BD2261
 BD2261.No superseded survey control is available for this station.
 BD2261
 BD2261_MARKER: DB = BENCH MARK DISK
 BD2261_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BD2261_SP_SET: WINGWALL
 BD2261_STAMPING: 26 JDK 1962 80 FT
 BD2261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD2261
 BD2261  HISTORY     - Date     Condition        Report By
 BD2261  HISTORY     - 1962     MONUMENTED       USGS
 BD2261  HISTORY     - 1979     GOOD             NGS
 BD2261  HISTORY     - 2003     MARK NOT FOUND   FLDEP
 BD2261
 BD2261                          STATION DESCRIPTION
 BD2261
 BD2261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 BD2261'2.0 MI WEST FROM BALDWIN.
 BD2261'2.0 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE CITY HALL IN BALDWIN
 BD2261'TO THE MARK ON THE RIGHT, SET IN TOP OF THE NORTHEAST WINGWALL OF
 BD2261'CULVERT UNDER HIGHWAY 90, AT THE JUNCTION OF HIGHWAY 90 AND COUNTY
 BD2261'ROAD 121, 40 FEET EAST OF CENTER OF COUNTY ROAD 121, 26 FEET NORTH
 BD2261'OF THE CENTERLINE OF HIGHWAY 90, 24 FEET SOUTHWEST OF POWER POLE
 BD2261'NUMBER 3 1584 79.
 BD2261'THE MARK IS 1 FT ABOVE HIGHWAY 90.
 BD2261
 BD2261                          STATION RECOVERY (2003)
 BD2261
 BD2261'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 BD2261'THE AREA WAS SEARCHED AND THE MARK WAS NOT FOUND, THE WINGWALL HAS
 BD2261'BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1352 ***********************************************************************
 AQ1352  DESIGNATION -  26 WSM
 AQ1352  PID         -  AQ1352
 AQ1352  STATE/COUNTY-  FL/VOLUSIA
 AQ1352  COUNTRY     -  US
 AQ1352  USGS QUAD   -  SAMSULA (2018)
 AQ1352
 AQ1352                         *CURRENT SURVEY CONTROL
 AQ1352  ______________________________________________________________________
 AQ1352* NAD 83(1986) POSITION- 29 00 41.     (N) 081 03 45.     (W)   SCALED
 AQ1352* NAVD 88 ORTHO HEIGHT -     8.454 (meters)       27.74  (feet) ADJUSTED
 AQ1352  ______________________________________________________________________
 AQ1352  GEOID HEIGHT    -        -28.148 (meters)                     GEOID18
 AQ1352  DYNAMIC HEIGHT  -          8.442 (meters)       27.70  (feet) COMP
 AQ1352  MODELED GRAVITY -    979,253.4   (mgal)                       NAVD 88
 AQ1352
 AQ1352  VERT ORDER      -  FIRST     CLASS II
 AQ1352
 AQ1352.The horizontal coordinates were scaled from a map and have
 AQ1352.an estimated accuracy of +/- 6 seconds.
 AQ1352
 AQ1352.The orthometric height was determined by differential leveling and
 AQ1352.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1352.in June 1991.
 AQ1352
 AQ1352.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1352.GEOID18 height accuracy estimate available here.
 AQ1352
 AQ1352.Click photographs - Photos may exist for this station.
 AQ1352
 AQ1352.The dynamic height is computed by dividing the NAVD 88
 AQ1352.geopotential number by the normal gravity value computed on the
 AQ1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1352.degrees latitude (g = 980.6199 gals.).
 AQ1352
 AQ1352.The modeled gravity was interpolated from observed gravity values.
 AQ1352
 AQ1352;                    North         East    Units  Estimated Accuracy
 AQ1352;SPC FL E     -   518,290.      193,910.      MT  (+/- 180 meters Scaled)
 AQ1352
 AQ1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN939092(NAD 83)
 AQ1352
 AQ1352                          SUPERSEDED SURVEY CONTROL
 AQ1352
 AQ1352  NGVD 29 (??/??/92)    8.804  (m)           28.88   (f) ADJ UNCH    1 2
 AQ1352
 AQ1352.Superseded values are not recommended for survey control.
 AQ1352
 AQ1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1352.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1352
 AQ1352_MARKER: DD = SURVEY DISK
 AQ1352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1352_SP_SET: CULVERT HEADWALL
 AQ1352_STAMPING: 26 WSM 29 1961
 AQ1352_MARK LOGO: USGS
 AQ1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1352+STABILITY: SURFACE MOTION
 AQ1352
 AQ1352  HISTORY     - Date     Condition        Report By
 AQ1352  HISTORY     - 1961     MONUMENTED       USGS
 AQ1352  HISTORY     - 1963     GOOD             CGS
 AQ1352  HISTORY     - 1976     GOOD             NGS
 AQ1352  HISTORY     - 1988     GOOD             USPSQD
 AQ1352  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1352  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 AQ1352  HISTORY     - 20210329 MARK NOT FOUND   GEOCAC
 AQ1352
 AQ1352                          STATION DESCRIPTION
 AQ1352
 AQ1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AQ1352'8.4 MI W FROM NEW SMYRNA BEACH.
 AQ1352'8.45 MILES WEST ALONG STATE HIGHWAY 44 FROM THE FLORIDA EAST COAST
 AQ1352'RAILWAY STATION AT NEW SMYRNA BEACH, 0.4 MILE EAST OF THE JUNCTION
 AQ1352'OF STATE HIGWHAY 415 AND 44 (WEST ONE OF TWO JUNCTION), SET ON
 AQ1352'THE TOP OF THE SOUTH HEAD WALL AND AT THE WEST END OF A TRIPLE
 AQ1352'24-INCH PIPE CULVERT UNDER THE HIGHWAY, 28.3 FEET SOUTH OF THE
 AQ1352'CENTER LINE OF THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE
 AQ1352'HIGHWAY.
 AQ1352
 AQ1352                          STATION RECOVERY (1976)
 AQ1352
 AQ1352'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AQ1352'RECOVERED IN GOOD CONDITION.
 AQ1352
 AQ1352                          STATION RECOVERY (1988)
 AQ1352
 AQ1352'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AQ1352'RECOVERED IN GOOD CONDITION.
 AQ1352
 AQ1352                          STATION RECOVERY (1990)
 AQ1352
 AQ1352'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1352'MARK NOT FOUND.
 AQ1352
 AQ1352                          STATION RECOVERY (1991)
 AQ1352
 AQ1352'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ1352'MARK NOT FOUND.
 AQ1352
 AQ1352                          STATION RECOVERY (2021)
 AQ1352
 AQ1352'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1352'THE HIGHWAY HAS BEEN WIDENED AND THE CULVERT AND HEADWALL HAVE BEEN
 AQ1352'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2612 ***********************************************************************
 AD2612  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2612  DESIGNATION -  26.30
 AD2612  PID         -  AD2612
 AD2612  STATE/COUNTY-  FL/BROWARD
 AD2612  COUNTRY     -  US
 AD2612  USGS QUAD   -  BOCA RATON (2018)
 AD2612
 AD2612                         *CURRENT SURVEY CONTROL
 AD2612  ______________________________________________________________________
 AD2612* NAD 83(1986) POSITION- 26 18 52.16   (N) 080 04 49.13   (W)   HD_HELD1
 AD2612* NAVD 88 ORTHO HEIGHT -     7.551 (meters)       24.77  (feet) ADJUSTED
 AD2612  ______________________________________________________________________
 AD2612  GEOID HEIGHT    -        -25.979 (meters)                     GEOID18
 AD2612  DYNAMIC HEIGHT  -          7.539 (meters)       24.73  (feet) COMP
 AD2612  MODELED GRAVITY -    979,077.8   (mgal)                       NAVD 88
 AD2612
 AD2612  VERT ORDER      -  SECOND    CLASS I
 AD2612
 AD2612.The horizontal coordinates were determined by differentially corrected
 AD2612.hand held GPS observations or other comparable positioning techniques
 AD2612.and have an estimated accuracy of +/- 3 meters.
 AD2612
 AD2612.The orthometric height was determined by differential leveling and
 AD2612.adjusted by the NATIONAL GEODETIC SURVEY
 AD2612.in September 2010.
 AD2612
 AD2612.No vertical observational check was made to the station.
 AD2612
 AD2612.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2612.GEOID18 height accuracy estimate available here.
 AD2612
 AD2612.This Tidal Bench Mark is designated as VM 5656
 AD2612.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2612
 AD2612.Click photographs - Photos may exist for this station.
 AD2612
 AD2612.The dynamic height is computed by dividing the NAVD 88
 AD2612.geopotential number by the normal gravity value computed on the
 AD2612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2612.degrees latitude (g = 980.6199 gals.).
 AD2612
 AD2612.The modeled gravity was interpolated from observed gravity values.
 AD2612
 AD2612;                    North         East    Units  Estimated Accuracy
 AD2612;SPC FL E     -   219,781.9     291,827.3     MT  (+/- 3 meters HH1 GPS) 
 AD2612
 AD2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9179610838(NAD 83)
 AD2612
 AD2612                          SUPERSEDED SURVEY CONTROL
 AD2612
 AD2612  NAVD 88 (06/15/91)    7.540  (m)           24.74   (f) SUPERSEDED  2 0
 AD2612  NGVD 29 (??/??/92)    8.022  (m)           26.32   (f) SUPERSEDED  2 0
 AD2612  NGVD 29 (09/01/92)    8.022  (m)           26.32   (f) ADJUSTED    2 0
 AD2612
 AD2612.Superseded values are not recommended for survey control.
 AD2612
 AD2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2612.See file dsdata.pdf to determine how the superseded data were derived.
 AD2612
 AD2612_MARKER: DD = SURVEY DISK
 AD2612_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD2612_SP_SET: BRIDGE ABUTMENT
 AD2612_STAMPING: 26.30
 AD2612_MARK LOGO: FLSRD
 AD2612_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2612+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2020
 AD2612
 AD2612  HISTORY     - Date     Condition        Report By
 AD2612  HISTORY     - UNK      MONUMENTED       FLHD
 AD2612  HISTORY     - 1970     GOOD             NGS
 AD2612  HISTORY     - 1973     GOOD             NGS
 AD2612  HISTORY     - 1981     GOOD             FLDNR
 AD2612  HISTORY     - 1990     GOOD             USPSQD
 AD2612  HISTORY     - 20020212 GOOD             USPSQD
 AD2612  HISTORY     - 20061120 GOOD             FLDEP
 AD2612  HISTORY     - 20110203 GOOD             GEOCAC
 AD2612  HISTORY     - 20200826 GOOD             T2UES
 AD2612
 AD2612                          STATION DESCRIPTION
 AD2612
 AD2612'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2612'AT DEERFIELD BEACH.
 AD2612'AT DEERFIELD BEACH, ALONG STATE HIGHWAY 810, ABOUT 0.15 MILE
 AD2612'WEST OF THE JUNCTION OF STATE HIGHWAY A 1 A AND STATE HIGHWAY
 AD2612'810, SET ON THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF THE
 AD2612'HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY, 16.4 FEET NORTH
 AD2612'OF THE CENTER LINE OF STATE HIGHWAY 810, 5.5 FEET SOUTH OF THE
 AD2612'NORTH END OF THE ABUTMENT AND ABOUT LEVEL WITH THE HIGHWAY.
 AD2612
 AD2612                          STATION RECOVERY (1973)
 AD2612
 AD2612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2612'RECOVERED IN GOOD CONDITION.
 AD2612
 AD2612                          STATION RECOVERY (1981)
 AD2612
 AD2612'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2612'RECOVERED IN GOOD CONDITION.
 AD2612
 AD2612                          STATION RECOVERY (1990)
 AD2612
 AD2612'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2612'RECOVERED IN GOOD CONDITION.
 AD2612
 AD2612                          STATION RECOVERY (2002)
 AD2612
 AD2612'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD2612'RECOVERED IN GOOD CONDITION.
 AD2612
 AD2612                          STATION RECOVERY (2006)
 AD2612
 AD2612'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD2612'RECOVERED AS DESCRIBED.
 AD2612
 AD2612                          STATION RECOVERY (2011)
 AD2612
 AD2612'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD2612'RECOVERED IN GOOD CONDITION.
 AD2612
 AD2612                          STATION RECOVERY (2020)
 AD2612
 AD2612'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AD2612'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2106 ***********************************************************************
 BG2106  TIDAL BM    -  This is a Tidal Bench Mark.
 BG2106  DESIGNATION -  26.488
 BG2106  PID         -  BG2106
 BG2106  STATE/COUNTY-  FL/OKALOOSA
 BG2106  COUNTRY     -  US
 BG2106  USGS QUAD   -  FORT WALTON BEACH (2018)
 BG2106
 BG2106                         *CURRENT SURVEY CONTROL
 BG2106  ______________________________________________________________________
 BG2106* NAD 83(1986) POSITION- 30 23 42.     (N) 086 30 48.     (W)   SCALED
 BG2106* NAVD 88 ORTHO HEIGHT -     7.950 (meters)       26.08  (feet) ADJUSTED
 BG2106  ______________________________________________________________________
 BG2106  GEOID HEIGHT    -        -27.306 (meters)                     GEOID18
 BG2106  DYNAMIC HEIGHT  -          7.940 (meters)       26.05  (feet) COMP
 BG2106  MODELED GRAVITY -    979,351.4   (mgal)                       NAVD 88
 BG2106
 BG2106  VERT ORDER      -  FIRST     CLASS II
 BG2106
 BG2106.The horizontal coordinates were scaled from a map and have
 BG2106.an estimated accuracy of +/- 6 seconds.
 BG2106
 BG2106.The orthometric height was determined by differential leveling and
 BG2106.adjusted by the NATIONAL GEODETIC SURVEY
 BG2106.in June 1991.
 BG2106
 BG2106.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2106.GEOID18 height accuracy estimate available here.
 BG2106
 BG2106.This Tidal Bench Mark is designated as VM 10135
 BG2106.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BG2106
 BG2106.This Tidal Bench Mark is designated as VM 10141
 BG2106.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BG2106
 BG2106.Click photographs - Photos may exist for this station.
 BG2106
 BG2106.The dynamic height is computed by dividing the NAVD 88
 BG2106.geopotential number by the normal gravity value computed on the
 BG2106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2106.degrees latitude (g = 980.6199 gals.).
 BG2106
 BG2106.The modeled gravity was interpolated from observed gravity values.
 BG2106
 BG2106;                    North         East    Units  Estimated Accuracy
 BG2106;SPC FL N     -   156,340.      406,530.      MT  (+/- 180 meters Scaled)
 BG2106
 BG2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU467626(NAD 83)
 BG2106
 BG2106                          SUPERSEDED SURVEY CONTROL
 BG2106
 BG2106  NGVD 29 (??/??/92)    8.08   (m)           26.5    (f) COMPUTED    1 2
 BG2106
 BG2106.Superseded values are not recommended for survey control.
 BG2106
 BG2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2106.See file dsdata.pdf to determine how the superseded data were derived.
 BG2106
 BG2106_MARKER: DD = SURVEY DISK
 BG2106_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BG2106_SP_SET: BRIDGE ABUTMENT
 BG2106_STAMPING: 26.488 LC 1934
 BG2106_MARK LOGO: USGS
 BG2106_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG2106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2106+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2006
 BG2106
 BG2106  HISTORY     - Date     Condition        Report By
 BG2106  HISTORY     - 1934     MONUMENTED       USGS
 BG2106  HISTORY     - 1957     GOOD             CGS
 BG2106  HISTORY     - 1975     GOOD             NGS
 BG2106  HISTORY     - 1987     GOOD             USPSQD
 BG2106  HISTORY     - 20030428 GOOD             USPSQD
 BG2106  HISTORY     - 20030628 POOR             USPSQD
 BG2106  HISTORY     - 20050303 GOOD             USPSQD
 BG2106  HISTORY     - 20060319 GOOD             USPSQD
 BG2106  HISTORY     - 20150508 MARK NOT FOUND   FLDEP
 BG2106
 BG2106                          STATION DESCRIPTION
 BG2106
 BG2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BG2106'AT DESTIN.
 BG2106'AT DESTIN, ABOUT 0.55 MILE WEST ALONG U.S. HIGHWAY 98 FROM
 BG2106'THE EPISCOPAL CHURCH, IN THE TOP OF SOUTH END OF EAST ABUTMENT
 BG2106'OF HIGHWAY BRIDGE OVER EAST PASS, 14 FEET SOUTH OF CENTER LINE
 BG2106'OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
 BG2106
 BG2106                          STATION RECOVERY (1975)
 BG2106
 BG2106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BG2106'RECOVERED IN GOOD CONDITION.
 BG2106
 BG2106                          STATION RECOVERY (1987)
 BG2106
 BG2106'RECOVERY NOTE BY US POWER SQUADRON 1987 (LDW)
 BG2106'RECOVERED IN GOOD CONDITION.
 BG2106
 BG2106                          STATION RECOVERY (2003)
 BG2106
 BG2106'RECOVERY NOTE BY US POWER SQUADRON 2003 (REG)
 BG2106'RECOVERED IN GOOD CONDITION.
 BG2106
 BG2106                          STATION RECOVERY (2003)
 BG2106
 BG2106'RECOVERY NOTE BY US POWER SQUADRON 2003 (REG)
 BG2106'MARK RECOVERED IN POOR CONDITION.
 BG2106
 BG2106                          STATION RECOVERY (2005)
 BG2106
 BG2106'RECOVERY NOTE BY US POWER SQUADRON 2005 (REG)
 BG2106'RECOVERED AS DESCRIBED
 BG2106
 BG2106                          STATION RECOVERY (2006)
 BG2106
 BG2106'RECOVERY NOTE BY US POWER SQUADRON 2006 (REG)
 BG2106'RECOVERED IN GOOD CONDITION.
 BG2106
 BG2106                          STATION RECOVERY (2015)
 BG2106
 BG2106'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (MAH)
 BG2106'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3342 ***********************************************************************
 AF3342  DESIGNATION -  26.86
 AF3342  PID         -  AF3342
 AF3342  STATE/COUNTY-  FL/INDIAN RIVER
 AF3342  COUNTRY     -  US
 AF3342  USGS QUAD   -  RIOMAR (2018)
 AF3342
 AF3342                         *CURRENT SURVEY CONTROL
 AF3342  ______________________________________________________________________
 AF3342* NAD 83(1986) POSITION- 27 39 03.     (N) 080 22 21.     (W)   SCALED
 AF3342* NAVD 88 ORTHO HEIGHT -     7.732 (meters)       25.37  (feet) ADJUSTED
 AF3342  ______________________________________________________________________
 AF3342  GEOID HEIGHT    -        -27.768 (meters)                     GEOID18
 AF3342  DYNAMIC HEIGHT  -          7.720 (meters)       25.33  (feet) COMP
 AF3342  MODELED GRAVITY -    979,158.5   (mgal)                       NAVD 88
 AF3342
 AF3342  VERT ORDER      -  FIRST     CLASS II
 AF3342
 AF3342.The horizontal coordinates were scaled from a map and have
 AF3342.an estimated accuracy of +/- 6 seconds.
 AF3342
 AF3342.The orthometric height was determined by differential leveling and
 AF3342.adjusted by the NATIONAL GEODETIC SURVEY
 AF3342.in June 1991.
 AF3342
 AF3342.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3342.GEOID18 height accuracy estimate available here.
 AF3342
 AF3342.Click photographs - Photos may exist for this station.
 AF3342
 AF3342.The dynamic height is computed by dividing the NAVD 88
 AF3342.geopotential number by the normal gravity value computed on the
 AF3342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3342.degrees latitude (g = 980.6199 gals.).
 AF3342
 AF3342.The modeled gravity was interpolated from observed gravity values.
 AF3342
 AF3342;                    North         East    Units  Estimated Accuracy
 AF3342;SPC FL E     -   367,680.      261,920.      MT  (+/- 180 meters Scaled)
 AF3342
 AF3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL618586(NAD 83)
 AF3342
 AF3342                          SUPERSEDED SURVEY CONTROL
 AF3342
 AF3342  NGVD 29 (??/??/92)    8.186  (m)           26.86   (f) ADJ UNCH    1 2
 AF3342
 AF3342.Superseded values are not recommended for survey control.
 AF3342
 AF3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3342.See file dsdata.pdf to determine how the superseded data were derived.
 AF3342
 AF3342_MARKER: DD = SURVEY DISK
 AF3342_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AF3342_SP_SET: SIDEWALK
 AF3342_STAMPING: 26.86
 AF3342_MARK LOGO: FLHD
 AF3342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3342
 AF3342  HISTORY     - Date     Condition        Report By
 AF3342  HISTORY     - UNK      MONUMENTED       FLDT
 AF3342  HISTORY     - 1960     GOOD             CGS
 AF3342  HISTORY     - 1971     GOOD             NGS
 AF3342  HISTORY     - 1987     GOOD             USPSQD
 AF3342  HISTORY     - 1989     GOOD             USPSQD
 AF3342  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF3342  HISTORY     - 20051201 MARK NOT FOUND   USPSQD
 AF3342  HISTORY     - 20110201 MARK NOT FOUND   FL-061
 AF3342  HISTORY     - 20200124 MARK NOT FOUND   GEOCAC
 AF3342
 AF3342                          STATION DESCRIPTION
 AF3342
 AF3342'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AF3342'0.7 MI NE FROM VERO BEACH.
 AF3342'0.7 MILE NORTHEAST ALONG STATE HIGHWAY 502 FROM THE FIRST
 AF3342'PRESBYTERIAN CHURCH AT VERO BEACH, 0.15 MILE SOUTHWEST OF THE
 AF3342'NORTHEAST END OF THE CONCRETE HIGHWAY BRIDGE OVER INDIAN RIVER,
 AF3342'IN TOP OF THE WEST CORNER OF THE CONCRETE PEDESTRIAN WALK
 AF3342'DIRECTLY OVER THE MAIN ABUTMENT AT THE NORTHWEST END OF THE LIFT
 AF3342'SPAN FOR BRIDGE, 4 1/2 FEET NORTHWEST OF THE NORTHWEST CURB
 AF3342'LINE OF BRIDGE, AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AF3342'NOTE-- HIGHWAY 502 IS NOW 60.
 AF3342
 AF3342                          STATION RECOVERY (1971)
 AF3342
 AF3342'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3342'RECOVERED IN GOOD CONDITION.
 AF3342
 AF3342                          STATION RECOVERY (1987)
 AF3342
 AF3342'RECOVERY NOTE BY US POWER SQUADRON 1987 (AG)
 AF3342'RECOVERED IN GOOD CONDITION.
 AF3342
 AF3342                          STATION RECOVERY (1989)
 AF3342
 AF3342'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3342'RECOVERED IN GOOD CONDITION.
 AF3342
 AF3342                          STATION RECOVERY (1996)
 AF3342
 AF3342'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3342'MARK NOT FOUND.
 AF3342
 AF3342                          STATION RECOVERY (2005)
 AF3342
 AF3342'RECOVERY NOTE BY US POWER SQUADRON 2005 (JB)
 AF3342'MARK NOT FOUND.
 AF3342
 AF3342                          STATION RECOVERY (2011)
 AF3342
 AF3342'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AF3342'MARK NOT FOUND.
 AF3342
 AF3342                          STATION RECOVERY (2020)
 AF3342
 AF3342'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF3342'THE BRIDGE DESCRIBED HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0670 ***********************************************************************
 AQ0670  DESIGNATION -  26.9
 AQ0670  PID         -  AQ0670
 AQ0670  STATE/COUNTY-  FL/PUTNAM
 AQ0670  COUNTRY     -  US
 AQ0670  USGS QUAD   -  WELAKA (2018)
 AQ0670
 AQ0670                         *CURRENT SURVEY CONTROL
 AQ0670  ______________________________________________________________________
 AQ0670* NAD 83(1986) POSITION- 29 26 10.     (N) 081 42 33.     (W)   SCALED
 AQ0670* NAVD 88 ORTHO HEIGHT -     7.92  (+/-2cm)       26.0   (feet) VERTCON3
 AQ0670  ______________________________________________________________________
 AQ0670  GEOID HEIGHT    -        -28.365 (meters)                     GEOID18
 AQ0670  VERT ORDER      -  ? (See Below)
 AQ0670
 AQ0670.The horizontal coordinates were scaled from a map and have
 AQ0670.an estimated accuracy of +/- 6 seconds.
 AQ0670
 AQ0670.The NAVD 88 height was computed by applying the VERTCON shift value to
 AQ0670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AQ0670
 AQ0670.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0670.GEOID18 height accuracy estimate available here.
 AQ0670
 AQ0670.The vertical order pertains to the NGVD 29 superseded value.
 AQ0670
 AQ0670.Click photographs - Photos may exist for this station.
 AQ0670
 AQ0670;                    North         East    Units  Estimated Accuracy
 AQ0670;SPC FL E     -   565,580.      131,200.      MT  (+/- 180 meters Scaled)
 AQ0670
 AQ0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN312565(NAD 83)
 AQ0670
 AQ0670                          SUPERSEDED SURVEY CONTROL
 AQ0670
 AQ0670  NGVD 29 (??/??/92)    8.206  (m)           26.92   (f) ADJ UNCH       
 AQ0670
 AQ0670.Superseded values are not recommended for survey control.
 AQ0670
 AQ0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0670.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0670
 AQ0670_MARKER: N = NAIL
 AQ0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ0670_SP_SET: ROOT OF TREE
 AQ0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0670
 AQ0670  HISTORY     - Date     Condition        Report By
 AQ0670  HISTORY     - UNK      MONUMENTED       USACE
 AQ0670  HISTORY     - 1933     GOOD             CGS
 AQ0670  HISTORY     - 1934     GOOD             CGS
 AQ0670
 AQ0670                          STATION DESCRIPTION
 AQ0670
 AQ0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AQ0670'7.9 MI SW FROM WELAKA.
 AQ0670'7.9 MILES SOUTHWEST BY ROAD AND FERRY FROM WELAKA.  ON THE ROAD FROM
 AQ0670'FT. GATES FERRY WEST LANDING TO LAKE KERR, 3.1 MILES WEST OF THE
 AQ0670'FERRY LANDING, AT NORWALK, A NAIL IN ROOT OF TREE NEAR FIRE
 AQ0670'OBSERVATION TOWER.
 AQ0670
 AQ0670                          STATION RECOVERY (1934)
 AQ0670
 AQ0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 AQ0670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0134 ***********************************************************************
 AG0134  DESIGNATION -  260
 AG0134  PID         -  AG0134
 AG0134  STATE/COUNTY-  FL/PINELLAS
 AG0134  COUNTRY     -  US
 AG0134  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0134
 AG0134                         *CURRENT SURVEY CONTROL
 AG0134  ______________________________________________________________________
 AG0134* NAD 83(1986) POSITION- 27 58 31.     (N) 082 43 47.     (W)   SCALED
 AG0134* NAVD 88 ORTHO HEIGHT -    15.919 (meters)       52.23  (feet) ADJUSTED
 AG0134  ______________________________________________________________________
 AG0134  GEOID HEIGHT    -        -24.760 (meters)                     GEOID18
 AG0134  DYNAMIC HEIGHT  -         15.895 (meters)       52.15  (feet) COMP
 AG0134  MODELED GRAVITY -    979,188.3   (mgal)                       NAVD 88
 AG0134
 AG0134  VERT ORDER      -  SECOND    CLASS II
 AG0134
 AG0134.The horizontal coordinates were scaled from a map and have
 AG0134.an estimated accuracy of +/- 6 seconds.
 AG0134
 AG0134.The orthometric height was determined by differential leveling and
 AG0134.adjusted by the NATIONAL GEODETIC SURVEY
 AG0134.in June 1991.
 AG0134
 AG0134.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0134.GEOID18 height accuracy estimate available here.
 AG0134
 AG0134.Click photographs - Photos may exist for this station.
 AG0134
 AG0134.The dynamic height is computed by dividing the NAVD 88
 AG0134.geopotential number by the normal gravity value computed on the
 AG0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0134.degrees latitude (g = 980.6199 gals.).
 AG0134
 AG0134.The modeled gravity was interpolated from observed gravity values.
 AG0134
 AG0134;                    North         East    Units  Estimated Accuracy
 AG0134;SPC FL W     -   403,680.      128,210.      MT  (+/- 180 meters Scaled)
 AG0134
 AG0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298956(NAD 83)
 AG0134
 AG0134                          SUPERSEDED SURVEY CONTROL
 AG0134
 AG0134  NGVD 29 (??/??/92)   16.180  (m)           53.08   (f) ADJ UNCH    2 2
 AG0134
 AG0134.Superseded values are not recommended for survey control.
 AG0134
 AG0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0134.See file dsdata.pdf to determine how the superseded data were derived.
 AG0134
 AG0134_MARKER: DD = SURVEY DISK
 AG0134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0134_SP_SET: BRIDGE SIDEWALK
 AG0134_STAMPING: 260
 AG0134_MARK LOGO: FLHD
 AG0134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0134
 AG0134  HISTORY     - Date     Condition        Report By
 AG0134  HISTORY     - UNK      MONUMENTED       FLHD
 AG0134  HISTORY     - 1976     GOOD             FLDT
 AG0134
 AG0134                          STATION DESCRIPTION
 AG0134
 AG0134'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0134'AT CLEARWATER.
 AG0134'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AG0134'580, RUN SOUTHERLY ON U.S. 19 FOR 3.20 MILE TO THE NORTH END OF
 AG0134'THE NORTH BOUND OVERPASS.  STATION ON LEFT, IN THE NE CORNER OF
 AG0134'NORTH BOUND OVERPASS.  SET IN TOP OF CONCRETE SIDEWALK.  SECTION
 AG0134'8, T 29 S, R 16 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1070 ***********************************************************************
 BE1070  DESIGNATION -  260 JWM
 BE1070  PID         -  BE1070
 BE1070  STATE/COUNTY-  FL/JEFFERSON
 BE1070  COUNTRY     -  US
 BE1070  USGS QUAD   -  LLOYD (2018)
 BE1070
 BE1070                         *CURRENT SURVEY CONTROL
 BE1070  ______________________________________________________________________
 BE1070* NAD 83(1986) POSITION- 30 28 41.     (N) 084 00 34.     (W)   SCALED
 BE1070* NAVD 88 ORTHO HEIGHT -    22.311 (meters)       73.20  (feet) ADJUSTED
 BE1070  ______________________________________________________________________
 BE1070  GEOID HEIGHT    -        -27.727 (meters)                     GEOID18
 BE1070  DYNAMIC HEIGHT  -         22.282 (meters)       73.10  (feet) COMP
 BE1070  MODELED GRAVITY -    979,341.6   (mgal)                       NAVD 88
 BE1070
 BE1070  VERT ORDER      -  FIRST     CLASS II
 BE1070
 BE1070.The horizontal coordinates were scaled from a map and have
 BE1070.an estimated accuracy of +/- 6 seconds.
 BE1070
 BE1070.The orthometric height was determined by differential leveling and
 BE1070.adjusted by the NATIONAL GEODETIC SURVEY
 BE1070.in June 1991.
 BE1070
 BE1070.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1070.GEOID18 height accuracy estimate available here.
 BE1070
 BE1070.Click photographs - Photos may exist for this station.
 BE1070
 BE1070.The dynamic height is computed by dividing the NAVD 88
 BE1070.geopotential number by the normal gravity value computed on the
 BE1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1070.degrees latitude (g = 980.6199 gals.).
 BE1070
 BE1070.The modeled gravity was interpolated from observed gravity values.
 BE1070
 BE1070;                    North         East    Units  Estimated Accuracy
 BE1070;SPC FL N     -   163,940.      647,100.      MT  (+/- 180 meters Scaled)
 BE1070
 BE1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU871755(NAD 83)
 BE1070
 BE1070                          SUPERSEDED SURVEY CONTROL
 BE1070
 BE1070  NGVD 29 (??/??/92)   22.527  (m)           73.91   (f) ADJ UNCH    1 2
 BE1070
 BE1070.Superseded values are not recommended for survey control.
 BE1070
 BE1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1070.See file dsdata.pdf to determine how the superseded data were derived.
 BE1070
 BE1070_MARKER: DB = BENCH MARK DISK
 BE1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1070_STAMPING: 74 260 JWM 1951
 BE1070_MARK LOGO: USGS
 BE1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1070+STABILITY: SURFACE MOTION
 BE1070
 BE1070  HISTORY     - Date     Condition        Report By
 BE1070  HISTORY     - 1951     MONUMENTED       USGS
 BE1070  HISTORY     - 1954     GOOD             CGS
 BE1070  HISTORY     - 1974     GOOD             FLDT
 BE1070  HISTORY     - 1978     GOOD             FLDNR
 BE1070
 BE1070                          STATION DESCRIPTION
 BE1070
 BE1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BE1070'0.7 MI E FROM LLOYD.
 BE1070'ABOUT 0.7 MILE EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 BE1070'STATION AT LLOYD, ABOUT 0.5 MILE WEST OF MILE POST 780, AT A
 BE1070'ROAD CROSSING, 162 1/2 FEET NORTH OF NORTH RAIL, 49 FEET NORTH OF
 BE1070'CENTER LINE OF A ROAD PARALLEL TO TRACK, 181 FEET NORTHWEST OF
 BE1070'CENTER OF CROSSING OF ROAD LEADING SOUTH, 70 FEET NORTHWEST OF
 BE1070'CENTER OF JUNCTION OF ROAD PARALLEL TO TRACK AND ROAD SOUTH, 22
 BE1070'FEET SOUTH OF A 22-INCH PINE TREE, ABOUT 6 FEET BELOW LEVEL OF
 BE1070'TRACK, ABOUT 2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 BE1070'CONCRETE POST PROJECTING 3 INCHES.
 BE1070
 BE1070                          STATION RECOVERY (1974)
 BE1070
 BE1070'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BE1070'RECOVERED IN GOOD CONDITION.
 BE1070
 BE1070                          STATION RECOVERY (1978)
 BE1070
 BE1070'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BE1070'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6043 ***********************************************************************
 DP6043  DESIGNATION -  26003 A
 DP6043  PID         -  DP6043
 DP6043  STATE/COUNTY-  FL/SARASOTA
 DP6043  COUNTRY     -  US
 DP6043  USGS QUAD   -  VENICE (2018)
 DP6043
 DP6043                         *CURRENT SURVEY CONTROL
 DP6043  ______________________________________________________________________
 DP6043* NAD 83(1986) POSITION- 27 03 28.4    (N) 082 26 28.2    (W)   HD_HELD2
 DP6043* NAVD 88 ORTHO HEIGHT -     2.209 (meters)        7.25  (feet) ADJUSTED
 DP6043  ______________________________________________________________________
 DP6043  GEOID HEIGHT    -        -23.939 (meters)                     GEOID18
 DP6043  DYNAMIC HEIGHT  -          2.206 (meters)        7.24  (feet) COMP
 DP6043  MODELED GRAVITY -    979,125.3   (mgal)                       NAVD 88
 DP6043
 DP6043  VERT ORDER      -  FIRST     CLASS II
 DP6043
 DP6043.The horizontal coordinates were established by autonomous hand held GPS
 DP6043.observations and have an estimated accuracy of +/- 10 meters.
 DP6043
 DP6043.The orthometric height was determined by differential leveling and
 DP6043.adjusted by the NATIONAL GEODETIC SURVEY
 DP6043.in April 2015.
 DP6043
 DP6043.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6043.GEOID18 height accuracy estimate available here.
 DP6043
 DP6043.Click photographs - Photos may exist for this station.
 DP6043
 DP6043.The dynamic height is computed by dividing the NAVD 88
 DP6043.geopotential number by the normal gravity value computed on the
 DP6043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6043.degrees latitude (g = 980.6199 gals.).
 DP6043
 DP6043.The modeled gravity was interpolated from observed gravity values.
 DP6043
 DP6043;                    North         East    Units  Estimated Accuracy
 DP6043;SPC FL W     -   301,895.      156,237.      MT  (+/- 10 meters HH2 GPS)
 DP6043
 DP6043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK5707893664(NAD 83)
 DP6043
 DP6043                          SUPERSEDED SURVEY CONTROL
 DP6043
 DP6043.No superseded survey control is available for this station.
 DP6043
 DP6043_MARKER: DD = SURVEY DISK
 DP6043_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6043_STAMPING: 26003 A 2008
 DP6043_MARK LOGO: SWFWMD
 DP6043_PROJECTION: FLUSH
 DP6043_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP6043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6043+STABILITY: SURFACE MOTION
 DP6043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6043+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2014
 DP6043_ROD/PIPE-DEPTH: 3.0 meters
 DP6043
 DP6043  HISTORY     - Date     Condition        Report By
 DP6043  HISTORY     - 20080827 MONUMENTED       SWFWMD
 DP6043  HISTORY     - 20140816 GOOD             FLDEP
 DP6043
 DP6043                          STATION DESCRIPTION
 DP6043
 DP6043'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6043'THE MARK IS ABOUT 8.6 MI (13.8 KM) NORTHWEST OF ENGLEWOOD, 5.0 MI (8.0
 DP6043'KM) SOUTH OF LAUREL, 3.0 MI (4.8 KM) SOUTH-SOUTHEAST OF VENICE, IN
 DP6043'SECTION 30, TOWNSHIP 39 SOUTH, RANGE 19 EAST.
 DP6043'
 DP6043'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 775 AND U.S. HIGHWAY
 DP6043'41 INCH (104 CM) SOUTH VENICE, GO NORTH ON U.S. HIGHWAY 41 FOR 2.1 MI
 DP6043'(3.4 KM) TO THE JUNCTION OF U.S. BUSINESS ROUTE 41 ON THE LEFT.  TURN
 DP6043'LEFT ON U.S. BUSINESS ROUTE 41 AND GO NORTHWEST FOR 0.9 MI (1.4 KM) TO
 DP6043'THE JUNCTION OF AVENUE DEL CIRCO ON THE LEFT.  TURN LEFT ON AVENUE DEL
 DP6043'CIRCO AND GO SOUTH FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF AIRPORT
 DP6043'ROAD ON THE RIGHT.  TURN RIGHT ON AIRPORT ROAD AND GO WEST FOR 0.85 MI
 DP6043'(1.4 KM) TO THE JUNCTION OF SOUTH HARBOR DRIVE ON THE LEFT.  TURN LEFT
 DP6043'ON SOUTH HARBOR DRIVE AND GO SOUTH FOR 1.7 MI (2.7 KM) TO THE SOUTH
 DP6043'PARKING LOT AT CASPERSON BEACH PARK ON THE LEFT.  TURN LEFT ENTERING
 DP6043'THE PARK AND GO EAST FOR 0.1 MI (0.2 KM) TO A ROUND-ABOUT AND A SAND
 DP6043'ROAD ON THE LEFT.  TURN LEFT ON THE SAND ROAD AND GO NORTH FOR 100.0
 DP6043'FT (30.5 M) TO A CABLE GATE, NOW ON FOOT CONTINUE NORTHEAST AND NORTH
 DP6043'ON THE SAND TRAIL FOR 220.0 FT (67.1 M) TO A WELL SITE AND THE MARK,
 DP6043'AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE
 DP6043'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT, FLUSH WITH THE
 DP6043'GROUND AND LEVEL WITH THE WELL SITE TRAIL.
 DP6043'
 DP6043'LOCATED 73.4 FT (22.4 M) SOUTH-SOUTHEAST OF SURVEY MARK 26003 B, 22.7
 DP6043'FT (6.9 M) NORTHEAST OF THE SOUTHWEST CHAIN LINK FENCE CORNER POST,
 DP6043'3.0 FT (0.9 M) NORTH OF WELL CASING 26003 AND 1.0 FT (0.3 M) NORTH OF
 DP6043'A CARSONITE WITNESS POST.
 DP6043'
 DP6043'NOTE-UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6044 ***********************************************************************
 DP6044  DESIGNATION -  26003 B
 DP6044  PID         -  DP6044
 DP6044  STATE/COUNTY-  FL/SARASOTA
 DP6044  COUNTRY     -  US
 DP6044  USGS QUAD   -  VENICE (2018)
 DP6044
 DP6044                         *CURRENT SURVEY CONTROL
 DP6044  ______________________________________________________________________
 DP6044* NAD 83(1986) POSITION- 27 03 29.1    (N) 082 26 28.7    (W)   HD_HELD2
 DP6044* NAVD 88 ORTHO HEIGHT -     1.911 (meters)        6.27  (feet) ADJUSTED
 DP6044  ______________________________________________________________________
 DP6044  GEOID HEIGHT    -        -23.939 (meters)                     GEOID18
 DP6044  DYNAMIC HEIGHT  -          1.908 (meters)        6.26  (feet) COMP
 DP6044  MODELED GRAVITY -    979,125.3   (mgal)                       NAVD 88
 DP6044
 DP6044  VERT ORDER      -  FIRST     CLASS II
 DP6044
 DP6044.The horizontal coordinates were established by autonomous hand held GPS
 DP6044.observations and have an estimated accuracy of +/- 10 meters.
 DP6044
 DP6044.The orthometric height was determined by differential leveling and
 DP6044.adjusted by the NATIONAL GEODETIC SURVEY
 DP6044.in April 2015.
 DP6044
 DP6044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6044.GEOID18 height accuracy estimate available here.
 DP6044
 DP6044.Click photographs - Photos may exist for this station.
 DP6044
 DP6044.The dynamic height is computed by dividing the NAVD 88
 DP6044.geopotential number by the normal gravity value computed on the
 DP6044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6044.degrees latitude (g = 980.6199 gals.).
 DP6044
 DP6044.The modeled gravity was interpolated from observed gravity values.
 DP6044
 DP6044;                    North         East    Units  Estimated Accuracy
 DP6044;SPC FL W     -   301,916.      156,223.      MT  (+/- 10 meters HH2 GPS)
 DP6044
 DP6044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK5706593686(NAD 83)
 DP6044
 DP6044                          SUPERSEDED SURVEY CONTROL
 DP6044
 DP6044.No superseded survey control is available for this station.
 DP6044
 DP6044_MARKER: DD = SURVEY DISK
 DP6044_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6044_STAMPING: 26003 B 2008
 DP6044_MARK LOGO: SWFWMD
 DP6044_PROJECTION: FLUSH
 DP6044_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP6044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6044+STABILITY: SURFACE MOTION
 DP6044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6044+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2014
 DP6044_ROD/PIPE-DEPTH: 3.0 meters
 DP6044
 DP6044  HISTORY     - Date     Condition        Report By
 DP6044  HISTORY     - 20080827 MONUMENTED       SWFWMD
 DP6044  HISTORY     - 20140816 GOOD             FLDEP
 DP6044
 DP6044                          STATION DESCRIPTION
 DP6044
 DP6044'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6044'THE MARK IS ABOUT 8.6 MI (13.8 KM) NORTHWEST OF ENGLEWOOD, 5.0 MI (8.0
 DP6044'KM) SOUTH OF LAUREL, 3.0 MI (4.8 KM) SOUTH-SOUTHEAST OF VENICE, IN
 DP6044'SECTION 30, TOWNSHIP 39 SOUTH, RANGE 19 EAST.
 DP6044'
 DP6044'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 775 AND U.S. HIGHWAY
 DP6044'41 INCH (104 CM) SOUTH VENICE, GO NORTH ON U.S. HIGHWAY 41 FOR 2.1 MI
 DP6044'(3.4 KM) TO THE JUNCTION OF U.S. BUSINESS ROUTE 41 ON THE LEFT.  TURN
 DP6044'LEFT ON U.S. BUSINESS ROUTE 41 AND GO NORTHWEST FOR 0.9 MI (1.4 KM) TO
 DP6044'THE JUNCTION OF AVENUE DEL CIRCO ON THE LEFT.  TURN LEFT ON AVENUE DEL
 DP6044'CIRCO AND GO SOUTH FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF AIRPORT
 DP6044'ROAD ON THE RIGHT.  TURN RIGHT ON AIRPORT ROAD AND GO WEST FOR 0.85 MI
 DP6044'(1.4 KM) TO THE JUNCTION OF SOUTH HARBOR DRIVE ON THE LEFT.  TURN LEFT
 DP6044'ON SOUTH HARBOR DRIVE AND GO SOUTH FOR 1.7 MI (2.7 KM) TO THE SOUTH
 DP6044'PARKING LOT AT CASPERSON BEACH PARK ON THE LEFT.  TURN LEFT ENTERING
 DP6044'THE PARK AND GO EAST FOR 0.1 MI (0.2 KM) TO A ROUND-ABOUT AND A SAND
 DP6044'ROAD ON THE LEFT.  TURN LEFT ON THE SAND ROAD AND GO NORTH FOR 100.0
 DP6044'FT (30.5 M) TO A CABLE GATE, NOW ON FOOT CONTINUE NORTHEAST AND NORTH
 DP6044'ON THE SAND TRAIL FOR 220.0 FT (67.1 M) TO A WELL SITE AND THE MARK,
 DP6044'AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE
 DP6044'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT, FLUSH WITH THE
 DP6044'GROUND AND LEVEL WITH THE WELL SITE TRAIL.
 DP6044'
 DP6044'LOCATED 73.4 FT (22.4 M) NORTH-NORTHWEST OF SURVEY MARK 26003 A, 12.0
 DP6044'FT (3.7 M) SOUTHEAST OF THE NORTHWEST CHAIN LINK FENCE CORNER POST,
 DP6044'2.2 FT (0.7 M) NORTH OF WELL CASING 26004 AND 0.7 FT (21 CM) NORTH OF
 DP6044'A CARSONITE WITNESS POST.
 DP6044'
 DP6044'NOTE-UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6056 ***********************************************************************
 DP6056  DESIGNATION -  26016 A
 DP6056  PID         -  DP6056
 DP6056  STATE/COUNTY-  FL/SARASOTA
 DP6056  COUNTRY     -  US
 DP6056  USGS QUAD   -  LAUREL (2018)
 DP6056
 DP6056                         *CURRENT SURVEY CONTROL
 DP6056  ______________________________________________________________________
 DP6056* NAD 83(1986) POSITION- 27 09 20.6    (N) 082 23 41.7    (W)   HD_HELD2
 DP6056* NAVD 88 ORTHO HEIGHT -     4.442 (meters)       14.57  (feet) ADJUSTED
 DP6056  ______________________________________________________________________
 DP6056  GEOID HEIGHT    -        -24.098 (meters)                     GEOID18
 DP6056  DYNAMIC HEIGHT  -          4.436 (meters)       14.55  (feet) COMP
 DP6056  MODELED GRAVITY -    979,128.7   (mgal)                       NAVD 88
 DP6056
 DP6056  VERT ORDER      -  FIRST     CLASS II
 DP6056
 DP6056.The horizontal coordinates were established by autonomous hand held GPS
 DP6056.observations and have an estimated accuracy of +/- 10 meters.
 DP6056
 DP6056.The orthometric height was determined by differential leveling and
 DP6056.adjusted by the NATIONAL GEODETIC SURVEY
 DP6056.in April 2015.
 DP6056
 DP6056.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6056.GEOID18 height accuracy estimate available here.
 DP6056
 DP6056.Click photographs - Photos may exist for this station.
 DP6056
 DP6056.The dynamic height is computed by dividing the NAVD 88
 DP6056.geopotential number by the normal gravity value computed on the
 DP6056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6056.degrees latitude (g = 980.6199 gals.).
 DP6056
 DP6056.The modeled gravity was interpolated from observed gravity values.
 DP6056
 DP6056;                    North         East    Units  Estimated Accuracy
 DP6056;SPC FL W     -   312,719.      160,859.      MT  (+/- 10 meters HH2 GPS)
 DP6056
 DP6056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6178604451(NAD 83)
 DP6056
 DP6056                          SUPERSEDED SURVEY CONTROL
 DP6056
 DP6056.No superseded survey control is available for this station.
 DP6056
 DP6056_MARKER: DD = SURVEY DISK
 DP6056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP6056_STAMPING: 26016 A 2008
 DP6056_MARK LOGO: SWFWMD
 DP6056_PROJECTION: RECESSED 5 CENTIMETERS
 DP6056_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6056+STABILITY: SURFACE MOTION
 DP6056_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6056+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2014
 DP6056
 DP6056  HISTORY     - Date     Condition        Report By
 DP6056  HISTORY     - 20080820 MONUMENTED       SWFWMD
 DP6056  HISTORY     - 20140511 GOOD             FLDEP
 DP6056
 DP6056                          STATION DESCRIPTION
 DP6056
 DP6056'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6056'THE MARK IS ABOUT 10.3 MI (16.6 KM) SOUTH-SOUTHEAST OF BEE RIDGE, 5.3
 DP6056'MI (8.5 KM) NORTHEAST OF VENICE, 4.0 MI (6.4 KM) EAST-NORTHEAST OF
 DP6056'LAUREL, IN SECTION 22, TOWNSHIP 38 SOUTH, RANGE 19 EAST.  NOTE A KEY
 DP6056'IS REQUIRED TO GET IN TO THE CHAIN-LINK FENCE AREA, KEY CAN BE
 DP6056'OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT.
 DP6056'
 DP6056'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75
 DP6056'NORTHBOUND OVERPASS AND LAUREL ROAD (COUNTY ROAD 762) ABOUT 3.0 MI
 DP6056'(4.8 KM) EAST OF LAUREL, GO EAST ON LAUREL ROAD (COUNTY ROAD 762) FOR
 DP6056'0.35 MI (0.6 KM) TO THE INTERSECTION OF KNIGHTS TRAIL ROAD ON THE LEFT
 DP6056'AND HAUL ROAD ON THE RIGHT.  TURN LEFT ON KNIGHTS TRAIL ROAD AND GO
 DP6056'NORTH FOR 1.25 MI (2.0 KM) TO THE JUNCTION OF GENE GREEN ROAD ON THE
 DP6056'RIGHT.  TURN RIGHT ON GENE GREEN ROAD AND GO EAST FOR 0.35 MI (0.6 KM)
 DP6056'TO THE MARK ON THE LEFT INSIDE THE LOCKED CHAIN-LINK ENCLOSURE, SET IN
 DP6056'THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE
 DP6056'LEVEL OF THE GROUND AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF GENE GREEN
 DP6056'ROAD.
 DP6056'
 DP6056'LOCATED 45.9 FT (14.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF GENE
 DP6056'GREEN ROAD, 16.6 FT (5.1 M) WEST OF SURVEY MARK 26016 B, 10.4 FT (3.2
 DP6056'M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE CHAIN-LINK GATE
 DP6056'ENTRANCE, 10.2 FT (3.1 M) WEST OF THE WELL SHAFT FOR WATER MONUMENT
 DP6056'MOTORING WELL 25917 AND 0.8 FT (24 CM) EAST OF A CARSONITE WITNESS
 DP6056'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6055 ***********************************************************************
 DP6055  DESIGNATION -  26016 B
 DP6055  PID         -  DP6055
 DP6055  STATE/COUNTY-  FL/SARASOTA
 DP6055  COUNTRY     -  US
 DP6055  USGS QUAD   -  LAUREL (2018)
 DP6055
 DP6055                         *CURRENT SURVEY CONTROL
 DP6055  ______________________________________________________________________
 DP6055* NAD 83(1986) POSITION- 27 09 20.6    (N) 082 23 41.6    (W)   HD_HELD2
 DP6055* NAVD 88 ORTHO HEIGHT -     4.347 (meters)       14.26  (feet) ADJUSTED
 DP6055  ______________________________________________________________________
 DP6055  GEOID HEIGHT    -        -24.098 (meters)                     GEOID18
 DP6055  DYNAMIC HEIGHT  -          4.341 (meters)       14.24  (feet) COMP
 DP6055  MODELED GRAVITY -    979,128.7   (mgal)                       NAVD 88
 DP6055
 DP6055  VERT ORDER      -  FIRST     CLASS II
 DP6055
 DP6055.The horizontal coordinates were established by autonomous hand held GPS
 DP6055.observations and have an estimated accuracy of +/- 10 meters.
 DP6055
 DP6055.The orthometric height was determined by differential leveling and
 DP6055.adjusted by the NATIONAL GEODETIC SURVEY
 DP6055.in April 2015.
 DP6055
 DP6055.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6055.GEOID18 height accuracy estimate available here.
 DP6055
 DP6055.Click photographs - Photos may exist for this station.
 DP6055
 DP6055.The dynamic height is computed by dividing the NAVD 88
 DP6055.geopotential number by the normal gravity value computed on the
 DP6055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6055.degrees latitude (g = 980.6199 gals.).
 DP6055
 DP6055.The modeled gravity was interpolated from observed gravity values.
 DP6055
 DP6055;                    North         East    Units  Estimated Accuracy
 DP6055;SPC FL W     -   312,719.      160,862.      MT  (+/- 10 meters HH2 GPS)
 DP6055
 DP6055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6178804451(NAD 83)
 DP6055
 DP6055                          SUPERSEDED SURVEY CONTROL
 DP6055
 DP6055.No superseded survey control is available for this station.
 DP6055
 DP6055_MARKER: DD = SURVEY DISK
 DP6055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP6055_STAMPING: 26016 B 2008
 DP6055_MARK LOGO: SWFWMD
 DP6055_PROJECTION: RECESSED 5 CENTIMETERS
 DP6055_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6055+STABILITY: SURFACE MOTION
 DP6055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6055+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2014
 DP6055
 DP6055  HISTORY     - Date     Condition        Report By
 DP6055  HISTORY     - 20080820 MONUMENTED       SWFWMD
 DP6055  HISTORY     - 20140511 GOOD             FLDEP
 DP6055
 DP6055                          STATION DESCRIPTION
 DP6055
 DP6055'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6055'THE MARK IS ABOUT 10.3 MI (16.6 KM) SOUTH-SOUTHEAST OF BEE RIDGE, 5.3
 DP6055'MI (8.5 KM) NORTHEAST OF VENICE, 4.0 MI (6.4 KM) EAST-NORTHEAST OF
 DP6055'LAUREL, IN SECTION 22, TOWNSHIP 38 SOUTH, RANGE 19 EAST.  NOTE A KEY
 DP6055'IS REQUIRED TO GET IN TO THE CHAIN-LINK FENCE AREA, KEY CAN BE
 DP6055'OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT.
 DP6055'
 DP6055'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75
 DP6055'NORTHBOUND OVERPASS AND LAUREL ROAD (COUNTY ROAD 762) ABOUT 3.0 MI
 DP6055'(4.8 KM) EAST OF LAUREL, GO EAST ON LAUREL ROAD (COUNTY ROAD 762) FOR
 DP6055'0.35 MI (0.6 KM) TO THE INTERSECTION OF KNIGHTS TRAIL ROAD ON THE LEFT
 DP6055'AND HAUL ROAD ON THE RIGHT.  TURN LEFT ON KNIGHTS TRAIL ROAD AND GO
 DP6055'NORTH FOR 1.25 MI (2.0 KM) TO THE JUNCTION OF GENE GREEN ROAD ON THE
 DP6055'RIGHT.  TURN RIGHT ON GENE GREEN ROAD AND GO EAST FOR 0.35 MI (0.6 KM)
 DP6055'TO THE MARK ON THE LEFT INSIDE THE LOCKED CHAIN-LINK ENCLOSURE, SET IN
 DP6055'THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE
 DP6055'LEVEL OF THE GROUND AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF GENE GREEN
 DP6055'ROAD.
 DP6055'
 DP6055'LOCATED 45.0 FT (13.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF GENE
 DP6055'GREEN ROAD, 16.6 FT (5.1 M) EAST-SOUTHEAST OF SURVEY MARK 26016 A, 7.4
 DP6055'FT (2.3 M) EAST OF THE APPROXIMATE CENTERLINE OF THE CHAIN-LINK GATE
 DP6055'ENTRANCE, 6.9 FT (2.1 M) EAST-SOUTHEAST OF THE WELL SHAFT FOR WATER
 DP6055'MONUMENT MOTORING WELL 25917 AND 0.7 FT (21 CM) WEST-SOUTHWEST OF A
 DP6055'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6054 ***********************************************************************
 DP6054  DESIGNATION -  26019 A
 DP6054  PID         -  DP6054
 DP6054  STATE/COUNTY-  FL/SARASOTA
 DP6054  COUNTRY     -  US
 DP6054  USGS QUAD   -  LAUREL (2018)
 DP6054
 DP6054                         *CURRENT SURVEY CONTROL
 DP6054  ______________________________________________________________________
 DP6054* NAD 83(1986) POSITION- 27 09 35.4    (N) 082 24 11.4    (W)   HD_HELD2
 DP6054* NAVD 88 ORTHO HEIGHT -     4.162 (meters)       13.65  (feet) ADJUSTED
 DP6054  ______________________________________________________________________
 DP6054  GEOID HEIGHT    -        -24.104 (meters)                     GEOID18
 DP6054  DYNAMIC HEIGHT  -          4.156 (meters)       13.64  (feet) COMP
 DP6054  MODELED GRAVITY -    979,128.4   (mgal)                       NAVD 88
 DP6054
 DP6054  VERT ORDER      -  FIRST     CLASS II
 DP6054
 DP6054.The horizontal coordinates were established by autonomous hand held GPS
 DP6054.observations and have an estimated accuracy of +/- 10 meters.
 DP6054
 DP6054.The orthometric height was determined by differential leveling and
 DP6054.adjusted by the NATIONAL GEODETIC SURVEY
 DP6054.in April 2015.
 DP6054
 DP6054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6054.GEOID18 height accuracy estimate available here.
 DP6054
 DP6054.Click photographs - Photos may exist for this station.
 DP6054
 DP6054.The dynamic height is computed by dividing the NAVD 88
 DP6054.geopotential number by the normal gravity value computed on the
 DP6054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6054.degrees latitude (g = 980.6199 gals.).
 DP6054
 DP6054.The modeled gravity was interpolated from observed gravity values.
 DP6054
 DP6054;                    North         East    Units  Estimated Accuracy
 DP6054;SPC FL W     -   313,177.      160,043.      MT  (+/- 10 meters HH2 GPS)
 DP6054
 DP6054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6097304915(NAD 83)
 DP6054
 DP6054                          SUPERSEDED SURVEY CONTROL
 DP6054
 DP6054.No superseded survey control is available for this station.
 DP6054
 DP6054_MARKER: DD = SURVEY DISK
 DP6054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP6054_STAMPING: 26019 A 2010
 DP6054_MARK LOGO: SWFWMD
 DP6054_PROJECTION: RECESSED 3 CENTIMETERS
 DP6054_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6054+STABILITY: SURFACE MOTION
 DP6054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6054+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2014
 DP6054
 DP6054  HISTORY     - Date     Condition        Report By
 DP6054  HISTORY     - 20100916 MONUMENTED       SWFWMD
 DP6054  HISTORY     - 20140511 GOOD             FLDEP
 DP6054
 DP6054                          STATION DESCRIPTION
 DP6054
 DP6054'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6054'THE MARK IS ABOUT 9.8 MI (15.8 KM) SOUTH-SOUTHEAST OF BEE RIDGE, 5.2
 DP6054'MI (8.4 KM) NORTHEAST OF VENICE, 3.7 MI (6.0 KM) EAST-NORTHEAST OF
 DP6054'LAUREL, IN SECTION 21, TOWNSHIP 38 SOUTH, RANGE 19 EAST.  NOTE A KEY
 DP6054'CAN BE OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT.
 DP6054'
 DP6054'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75
 DP6054'NORTHBOUND OVERPASS AND LAUREL ROAD (COUNTY ROAD 762) ABOUT 3.0 MI
 DP6054'(4.8 KM) EAST OF LAUREL, GO EAST ON LAUREL ROAD (COUNTY ROAD 762) FOR
 DP6054'0.35 MI (0.6 KM) TO THE INTERSECTION OF KNIGHTS TRAIL ROAD ON THE LEFT
 DP6054'AND HAUL ROAD ON THE RIGHT.  TURN LEFT ON KNIGHTS TRAIL ROAD AND GO
 DP6054'NORTH FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF RUSTIC ROAD ON THE LEFT.
 DP6054'TURN LEFT ON RUSTIC ROAD AND GO WEST FOR 0.1 MI (0.2 KM) TO THE
 DP6054'ENTRANCE TO THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT WELL FIELD
 DP6054'ON THE RIGHT AND THE MARK ON THE RIGHT, INSIDE A THE LOCKED CHAIN LINK
 DP6054'FENCE AREA, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.1
 DP6054'FT (0.0 M) BELOW THE LEVEL OF THE GROUND.
 DP6054'
 DP6054'LOCATED 165.3 FT (50.4 M) SOUTH-SOUTHWEST OF THE APPROXIMATE
 DP6054'CENTERLINE OF RUSTIC ROAD, 26.0 FT (7.9 M) NORTHWEST OF SURVEY MARK
 DP6054'26019 A, 26.2 FT (8.0 M) WEST-NORTHWEST OF WATER MONITORING WELL SHAFT
 DP6054'26019, 1.6 FT (0.5 M) WEST-NORTHWEST OF THE RAIN GAGE AND 0.7 FT (21
 DP6054'CM) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6053 ***********************************************************************
 DP6053  DESIGNATION -  26019 B
 DP6053  PID         -  DP6053
 DP6053  STATE/COUNTY-  FL/SARASOTA
 DP6053  COUNTRY     -  US
 DP6053  USGS QUAD   -  LAUREL (2018)
 DP6053
 DP6053                         *CURRENT SURVEY CONTROL
 DP6053  ______________________________________________________________________
 DP6053* NAD 83(1986) POSITION- 27 09 35.3    (N) 082 24 11.2    (W)   HD_HELD2
 DP6053* NAVD 88 ORTHO HEIGHT -     4.249 (meters)       13.94  (feet) ADJUSTED
 DP6053  ______________________________________________________________________
 DP6053  GEOID HEIGHT    -        -24.104 (meters)                     GEOID18
 DP6053  DYNAMIC HEIGHT  -          4.243 (meters)       13.92  (feet) COMP
 DP6053  MODELED GRAVITY -    979,128.4   (mgal)                       NAVD 88
 DP6053
 DP6053  VERT ORDER      -  FIRST     CLASS II
 DP6053
 DP6053.The horizontal coordinates were established by autonomous hand held GPS
 DP6053.observations and have an estimated accuracy of +/- 10 meters.
 DP6053
 DP6053.The orthometric height was determined by differential leveling and
 DP6053.adjusted by the NATIONAL GEODETIC SURVEY
 DP6053.in April 2015.
 DP6053
 DP6053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6053.GEOID18 height accuracy estimate available here.
 DP6053
 DP6053.Click photographs - Photos may exist for this station.
 DP6053
 DP6053.The dynamic height is computed by dividing the NAVD 88
 DP6053.geopotential number by the normal gravity value computed on the
 DP6053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6053.degrees latitude (g = 980.6199 gals.).
 DP6053
 DP6053.The modeled gravity was interpolated from observed gravity values.
 DP6053
 DP6053;                    North         East    Units  Estimated Accuracy
 DP6053;SPC FL W     -   313,174.      160,048.      MT  (+/- 10 meters HH2 GPS)
 DP6053
 DP6053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6097904912(NAD 83)
 DP6053
 DP6053                          SUPERSEDED SURVEY CONTROL
 DP6053
 DP6053.No superseded survey control is available for this station.
 DP6053
 DP6053_MARKER: DD = SURVEY DISK
 DP6053_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP6053_SP_SET: SLAB
 DP6053_STAMPING: 26019 B 2008
 DP6053_MARK LOGO: SWFWMD
 DP6053_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6053_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6053+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2014
 DP6053
 DP6053  HISTORY     - Date     Condition        Report By
 DP6053  HISTORY     - 20080820 MONUMENTED       SWFWMD
 DP6053  HISTORY     - 20140511 GOOD             FLDEP
 DP6053
 DP6053                          STATION DESCRIPTION
 DP6053
 DP6053'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6053'THE MARK IS ABOUT 9.8 MI (15.8 KM) SOUTH-SOUTHEAST OF BEE RIDGE, 5.2
 DP6053'MI (8.4 KM) NORTHEAST OF VENICE, 3.7 MI (6.0 KM) EAST-NORTHEAST OF
 DP6053'LAUREL, IN SECTION 21, TOWNSHIP 38 SOUTH, RANGE 19 EAST.  NOTE A KEY
 DP6053'CAN BE OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT.
 DP6053'
 DP6053'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75
 DP6053'NORTHBOUND OVERPASS AND LAUREL ROAD (COUNTY ROAD 762) ABOUT 3.0 MI
 DP6053'(4.8 KM) EAST OF LAUREL, GO EAST ON LAUREL ROAD (COUNTY ROAD 762) FOR
 DP6053'0.35 MI (0.6 KM) TO THE INTERSECTION OF KNIGHTS TRAIL ROAD ON THE LEFT
 DP6053'AND HAUL ROAD ON THE RIGHT.  TURN LEFT ON KNIGHTS TRAIL ROAD AND GO
 DP6053'NORTH FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF RUSTIC ROAD ON THE LEFT.
 DP6053'TURN LEFT ON RUSTIC ROAD AND GO WEST FOR 0.1 MI (0.2 KM) TO THE
 DP6053'ENTRANCE TO THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT WELL FIELD
 DP6053'ON THE RIGHT AND THE MARK ON THE RIGHT, INSIDE THE LOCKED CHAIN LINK
 DP6053'FENCE AREA, SET FLUSH IN THE CONCRETE SLAB FOR THE WATER MONITORING
 DP6053'WELL.
 DP6053'
 DP6053'LOCATED 153.5 FT (46.8 M) SOUTH-SOUTHWEST OF THE APPROXIMATE
 DP6053'CENTERLINE OF RUSTIC ROAD, 26.0 FT (7.9 M) SOUTHEAST OF SURVEY MARK
 DP6053'26019 A, 7.0 FT (2.1 M) NORTHEAST OF THE SOUTHWEST CORNER OF THE 12.0
 DP6053'FT (3.7 M) SQUARE CONCRETE SLAB, 1.8 FT (0.5 M) SOUTHWEST OF THE WATER
 DP6053'MONITORING WELL SHAFT 26019 AND 0.6 FT (18 CM) SOUTH OF A CARSONITE
 DP6053'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6052 ***********************************************************************
 DP6052  DESIGNATION -  26023 A
 DP6052  PID         -  DP6052
 DP6052  STATE/COUNTY-  FL/SARASOTA
 DP6052  COUNTRY     -  US
 DP6052  USGS QUAD   -  LAUREL (2018)
 DP6052
 DP6052                         *CURRENT SURVEY CONTROL
 DP6052  ______________________________________________________________________
 DP6052* NAD 83(1986) POSITION- 27 08 10.2    (N) 082 27 04.4    (W)   HD_HELD2
 DP6052* NAVD 88 ORTHO HEIGHT -     3.186 (meters)       10.45  (feet) ADJUSTED
 DP6052  ______________________________________________________________________
 DP6052  GEOID HEIGHT    -        -24.053 (meters)                     GEOID18
 DP6052  DYNAMIC HEIGHT  -          3.181 (meters)       10.44  (feet) COMP
 DP6052  MODELED GRAVITY -    979,127.8   (mgal)                       NAVD 88
 DP6052
 DP6052  VERT ORDER      -  FIRST     CLASS II
 DP6052
 DP6052.The horizontal coordinates were established by autonomous hand held GPS
 DP6052.observations and have an estimated accuracy of +/- 10 meters.
 DP6052
 DP6052.The orthometric height was determined by differential leveling and
 DP6052.adjusted by the NATIONAL GEODETIC SURVEY
 DP6052.in April 2015.
 DP6052
 DP6052.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6052.GEOID18 height accuracy estimate available here.
 DP6052
 DP6052.Click photographs - Photos may exist for this station.
 DP6052
 DP6052.The dynamic height is computed by dividing the NAVD 88
 DP6052.geopotential number by the normal gravity value computed on the
 DP6052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6052.degrees latitude (g = 980.6199 gals.).
 DP6052
 DP6052.The modeled gravity was interpolated from observed gravity values.
 DP6052
 DP6052;                    North         East    Units  Estimated Accuracy
 DP6052;SPC FL W     -   310,571.      155,270.      MT  (+/- 10 meters HH2 GPS)
 DP6052
 DP6052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5618102347(NAD 83)
 DP6052
 DP6052                          SUPERSEDED SURVEY CONTROL
 DP6052
 DP6052.No superseded survey control is available for this station.
 DP6052
 DP6052_MARKER: DD = SURVEY DISK
 DP6052_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6052_STAMPING: 26023 A 2008
 DP6052_MARK LOGO: SWFWMD
 DP6052_PROJECTION: RECESSED 3 CENTIMETERS
 DP6052_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6052+STABILITY: SURFACE MOTION
 DP6052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6052+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2014
 DP6052_ROD/PIPE-DEPTH: 4.6 meters
 DP6052
 DP6052  HISTORY     - Date     Condition        Report By
 DP6052  HISTORY     - 20080421 MONUMENTED       SWFWMD
 DP6052  HISTORY     - 20140828 GOOD             FLDEP
 DP6052
 DP6052                          STATION DESCRIPTION
 DP6052
 DP6052'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6052'THE MARK IS ABOUT 10.3 MI (16.6 KM) SOUTH OF BEE RIDGE, 2.5 MI (4.0
 DP6052'KM) NORTH OF VENICE, IN THE TOWN OF LAUREL, IN SECTION 36, TOWNSHIP 38
 DP6052'SOUTH, RANGE 18 EAST.
 DP6052'
 DP6052'TO REACH THE MARK FROM THE JUNCTION OF THE INTERSTATE 75 NORTHBOUND
 DP6052'OVERPASS AND LAUREL ROAD (COUNTY ROAD 762) ABOUT 2.0 MI (3.2 KM)
 DP6052'NORTHEAST OF NOKOMIS, GO WEST ON LAUREL ROAD (COUNTY ROAD 762) FOR 2.7
 DP6052'MI (4.3 KM) TO THE JUNCTION OF FOREST STREET ON THE LEFT.  TURN LEFT
 DP6052'ON FOREST STREET AND GO SOUTH FOR 0.15 MI (0.2 KM) TO THE INTERSECTION
 DP6052'OF BROWNS ROAD ON THE RIGHT AND THE WEST ENTRANCE TO THE LAUREL PARK
 DP6052'AND (SANDRA SIMS TERRY COMMUNITY CENTER) ON THE LEFT.  TURN LEFT ON
 DP6052'THE ENTRANCE ROAD AND GO EAST ABOUT 100.0 FT (30.5 M) TO THE MARK SET
 DP6052'INSIDE THE CHAIN-LINK ENCLOSURE, A SOUTHWEST WATER MANAGEMENT KEY IS
 DP6052'REQUIRED TO OBTAIN ENTRANCE, SET IN THE TOP OF A ROUND CONCRETE
 DP6052'MONUMENT RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND
 DP6052'LEVEL WITH THE ENTRANCE ROAD TO PARK.
 DP6052'
 DP6052'LOCATED 92.7 FT (28.3 M) EAST OF THE APPROXIMATE CENTERLINE OF FOREST
 DP6052'STREET, 41.5 FT (12.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF BROWNS
 DP6052'ROAD, 14.8 FT (4.5 M) NORTHEAST OF SURVEY MARK 26023 B, 16.5 FT (5.0
 DP6052'M) NORTH OF THE CENTER OF THE CHAIN-LINK ENTRANCE GATE, 2.3 FT (0.7 M)
 DP6052'EAST OF THE WELL SHAFT FOR WELL 26024 AND 1.0 FT (0.3 M) SOUTH OF A
 DP6052'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6051 ***********************************************************************
 DP6051  DESIGNATION -  26023 B
 DP6051  PID         -  DP6051
 DP6051  STATE/COUNTY-  FL/SARASOTA
 DP6051  COUNTRY     -  US
 DP6051  USGS QUAD   -  LAUREL (2018)
 DP6051
 DP6051                         *CURRENT SURVEY CONTROL
 DP6051  ______________________________________________________________________
 DP6051* NAD 83(1986) POSITION- 27 08 10.2    (N) 082 27 04.9    (W)   HD_HELD2
 DP6051* NAVD 88 ORTHO HEIGHT -     3.164 (meters)       10.38  (feet) ADJUSTED
 DP6051  ______________________________________________________________________
 DP6051  GEOID HEIGHT    -        -24.053 (meters)                     GEOID18
 DP6051  DYNAMIC HEIGHT  -          3.159 (meters)       10.36  (feet) COMP
 DP6051  MODELED GRAVITY -    979,127.8   (mgal)                       NAVD 88
 DP6051
 DP6051  VERT ORDER      -  FIRST     CLASS II
 DP6051
 DP6051.The horizontal coordinates were established by autonomous hand held GPS
 DP6051.observations and have an estimated accuracy of +/- 10 meters.
 DP6051
 DP6051.The orthometric height was determined by differential leveling and
 DP6051.adjusted by the NATIONAL GEODETIC SURVEY
 DP6051.in April 2015.
 DP6051
 DP6051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6051.GEOID18 height accuracy estimate available here.
 DP6051
 DP6051.Click photographs - Photos may exist for this station.
 DP6051
 DP6051.The dynamic height is computed by dividing the NAVD 88
 DP6051.geopotential number by the normal gravity value computed on the
 DP6051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6051.degrees latitude (g = 980.6199 gals.).
 DP6051
 DP6051.The modeled gravity was interpolated from observed gravity values.
 DP6051
 DP6051;                    North         East    Units  Estimated Accuracy
 DP6051;SPC FL W     -   310,571.      155,257.      MT  (+/- 10 meters HH2 GPS)
 DP6051
 DP6051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5616702348(NAD 83)
 DP6051
 DP6051                          SUPERSEDED SURVEY CONTROL
 DP6051
 DP6051.No superseded survey control is available for this station.
 DP6051
 DP6051_MARKER: DD = SURVEY DISK
 DP6051_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6051_STAMPING: 26023 B 2008
 DP6051_MARK LOGO: SWFWMD
 DP6051_PROJECTION: RECESSED 3 CENTIMETERS
 DP6051_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6051+STABILITY: SURFACE MOTION
 DP6051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6051+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2014
 DP6051_ROD/PIPE-DEPTH: 4.6 meters
 DP6051
 DP6051  HISTORY     - Date     Condition        Report By
 DP6051  HISTORY     - 20080421 MONUMENTED       SWFWMD
 DP6051  HISTORY     - 20140828 GOOD             FLDEP
 DP6051
 DP6051                          STATION DESCRIPTION
 DP6051
 DP6051'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6051'THE MARK IS ABOUT 10.3 MI (16.6 KM) SOUTH OF BEE RIDGE, 2.5 MI (4.0
 DP6051'KM) NORTH OF VENICE, IN THE TOWN OF LAUREL, IN SECTION 36, TOWNSHIP 38
 DP6051'SOUTH, RANGE 18 EAST.
 DP6051'
 DP6051'TO REACH THE MARK FROM THE JUNCTION OF THE INTERSTATE 75 NORTHBOUND
 DP6051'OVERPASS AND LAUREL ROAD (COUNTY ROAD 762) ABOUT 2.0 MI (3.2 KM)
 DP6051'NORTHEAST OF NOKOMIS, GO WEST ON LAUREL ROAD (COUNTY ROAD 762) FOR 2.7
 DP6051'MI (4.3 KM) TO THE JUNCTION OF FOREST STREET ON THE LEFT.  TURN LEFT
 DP6051'ON FOREST STREET AND GO SOUTH FOR 0.15 MI (0.2 KM) TO THE INTERSECTION
 DP6051'OF BROWNS ROAD ON THE RIGHT AND THE WEST ENTRANCE TO THE LAUREL PARK
 DP6051'AND (SANDRA SIMS TERRY COMMUNITY CENTER) ON THE LEFT.  TURN LEFT ON
 DP6051'THE ENTRANCE ROAD AND GO EAST FOR ABOUT 100.0 FT (30.5 M) TO THE MARK
 DP6051'SET INSIDE THE CHAIN-LINK ENCLOSURE, A SOUTHWEST WATER MANAGEMENT KEY
 DP6051'IS REQUIRED TO OBTAIN ENTRANCE, SET IN THE TOP OF A ROUND CONCRETE
 DP6051'MONUMENT, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND
 DP6051'LEVEL WITH THE ENTRANCE ROAD TO THE PARK.
 DP6051'
 DP6051'LOCATED 79.6 FT (24.3 M) EAST OF THE APPROXIMATE CENTERLINE OF FOREST
 DP6051'STREET, 47.7 FT (14.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF BROWNS
 DP6051'ROAD, 14.8 FT (4.5 M) NORTHEAST OF SURVEY MARK 26023 A, 7.3 FT (2.2 M)
 DP6051'SOUTH OF A POWER POLE WITH ANTENNA AND SOLAR PANEL ATTACHED, 2.3 FT
 DP6051'(0.7 M) WEST OF THE WELL SHAFT FOR WELL 26025 AND 0.9 FT (27 CM) SOUTH
 DP6051'OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6062 ***********************************************************************
 DP6062  DESIGNATION -  26034 A
 DP6062  PID         -  DP6062
 DP6062  STATE/COUNTY-  FL/SARASOTA
 DP6062  COUNTRY     -  US
 DP6062  USGS QUAD   -  LAUREL (2018)
 DP6062
 DP6062                         *CURRENT SURVEY CONTROL
 DP6062  ______________________________________________________________________
 DP6062* NAD 83(1986) POSITION- 27 11 38.8    (N) 082 28 44.9    (W)   HD_HELD2
 DP6062* NAVD 88 ORTHO HEIGHT -     4.660 (meters)       15.29  (feet) ADJUSTED
 DP6062  ______________________________________________________________________
 DP6062  GEOID HEIGHT    -        -24.144 (meters)                     GEOID18
 DP6062  DYNAMIC HEIGHT  -          4.653 (meters)       15.27  (feet) COMP
 DP6062  MODELED GRAVITY -    979,127.2   (mgal)                       NAVD 88
 DP6062
 DP6062  VERT ORDER      -  FIRST     CLASS II
 DP6062
 DP6062.The horizontal coordinates were established by autonomous hand held GPS
 DP6062.observations and have an estimated accuracy of +/- 10 meters.
 DP6062
 DP6062.The orthometric height was determined by differential leveling and
 DP6062.adjusted by the NATIONAL GEODETIC SURVEY
 DP6062.in July 2015.
 DP6062
 DP6062.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6062.GEOID18 height accuracy estimate available here.
 DP6062
 DP6062.Click photographs - Photos may exist for this station.
 DP6062
 DP6062.The dynamic height is computed by dividing the NAVD 88
 DP6062.geopotential number by the normal gravity value computed on the
 DP6062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6062.degrees latitude (g = 980.6199 gals.).
 DP6062
 DP6062.The modeled gravity was interpolated from observed gravity values.
 DP6062
 DP6062;                    North         East    Units  Estimated Accuracy
 DP6062;SPC FL W     -   317,002.      152,528.      MT  (+/- 10 meters HH2 GPS)
 DP6062
 DP6062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5349008799(NAD 83)
 DP6062
 DP6062                          SUPERSEDED SURVEY CONTROL
 DP6062
 DP6062.No superseded survey control is available for this station.
 DP6062
 DP6062_MARKER: DD = SURVEY DISK
 DP6062_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6062_STAMPING: 26034 A 2008
 DP6062_MARK LOGO: SWFWMD
 DP6062_PROJECTION: FLUSH
 DP6062_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP6062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6062+STABILITY: SURFACE MOTION
 DP6062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6062+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2014
 DP6062_ROD/PIPE-DEPTH: 3.0 meters
 DP6062
 DP6062  HISTORY     - Date     Condition        Report By
 DP6062  HISTORY     - 20080908 MONUMENTED       SWFWMD
 DP6062  HISTORY     - 20140510 GOOD             FLDEP
 DP6062
 DP6062                          STATION DESCRIPTION
 DP6062
 DP6062'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6062'THE MARK IS ABOUT 6.7 MI (10.8 KM) NORTH-NORTHWEST OF VENICE, 6.2 MI
 DP6062'(10.0 KM) SOUTH OF BEE RIDGE, 4.7 MI (7.6 KM) NORTH-NORTHWEST OF
 DP6062'LAUREL, IN SECTION 11, TOWNSHIP 38 SOUTH, RANGE 18 EAST.
 DP6062'
 DP6062'TO REACH THE MARK FROM THE INTERSECTION OF LAUREL ROAD (COUNTY ROAD
 DP6062'762) AND U.S. HIGHWAY 41 INCH (104 CM) LAUREL, GO NORTH ON U.S.
 DP6062'HIGHWAY 41 FOR 4.5 MI (7.2 KM) TO THE INTERSECTION OF BAY STREET.
 DP6062'TURN RIGHT ON BAY STREET AND GO EAST FOR 0.65 MI (1.0 KM) TO THE
 DP6062'JUNCTION OF A GATED GRASS COVERED ROAD ON THE RIGHT.  TURN RIGHT ON
 DP6062'THE GRASS COVERED ROAD AND GO SOUTH FOR 0.15 MI (0.2 KM) TO A WELL
 DP6062'SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN
 DP6062'INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30
 DP6062'CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE
 DP6062'GRASS TRAIL.
 DP6062'
 DP6062'LOCATED 61.9 FT (18.9 M) EAST-NORTHEAST OF SURVEY MARK 26034 B, 11.5
 DP6062'FT (3.5 M) WEST OF THE APPROXIMATE CENTER OF A CHAIN LINK FENCE GATE,
 DP6062'4.8 FT (1.5 M) SOUTH-SOUTHEAST OF A CHAIN LINK FENCE, 1.4 FT (0.4 M)
 DP6062'EAST-NORTHEAST OF WELL CASING 26036 AND 0.7 FT (21 CM) SOUTH-SOUTHEAST
 DP6062'OF A CARSONITE WITNESS POST.
 DP6062'
 DP6062'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6063 ***********************************************************************
 DP6063  DESIGNATION -  26034 B
 DP6063  PID         -  DP6063
 DP6063  STATE/COUNTY-  FL/SARASOTA
 DP6063  COUNTRY     -  US
 DP6063  USGS QUAD   -  LAUREL (2018)
 DP6063
 DP6063                         *CURRENT SURVEY CONTROL
 DP6063  ______________________________________________________________________
 DP6063* NAD 83(1986) POSITION- 27 11 38.4    (N) 082 28 45.5    (W)   HD_HELD2
 DP6063* NAVD 88 ORTHO HEIGHT -     4.672 (meters)       15.33  (feet) ADJUSTED
 DP6063  ______________________________________________________________________
 DP6063  GEOID HEIGHT    -        -24.144 (meters)                     GEOID18
 DP6063  DYNAMIC HEIGHT  -          4.665 (meters)       15.31  (feet) COMP
 DP6063  MODELED GRAVITY -    979,127.2   (mgal)                       NAVD 88
 DP6063
 DP6063  VERT ORDER      -  FIRST     CLASS II
 DP6063
 DP6063.The horizontal coordinates were established by autonomous hand held GPS
 DP6063.observations and have an estimated accuracy of +/- 10 meters.
 DP6063
 DP6063.The orthometric height was determined by differential leveling and
 DP6063.adjusted by the NATIONAL GEODETIC SURVEY
 DP6063.in July 2015.
 DP6063
 DP6063.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6063.GEOID18 height accuracy estimate available here.
 DP6063
 DP6063.Click photographs - Photos may exist for this station.
 DP6063
 DP6063.The dynamic height is computed by dividing the NAVD 88
 DP6063.geopotential number by the normal gravity value computed on the
 DP6063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6063.degrees latitude (g = 980.6199 gals.).
 DP6063
 DP6063.The modeled gravity was interpolated from observed gravity values.
 DP6063
 DP6063;                    North         East    Units  Estimated Accuracy
 DP6063;SPC FL W     -   316,990.      152,511.      MT  (+/- 10 meters HH2 GPS)
 DP6063
 DP6063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5347308787(NAD 83)
 DP6063
 DP6063                          SUPERSEDED SURVEY CONTROL
 DP6063
 DP6063.No superseded survey control is available for this station.
 DP6063
 DP6063_MARKER: DD = SURVEY DISK
 DP6063_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6063_STAMPING: 26034 B 2008
 DP6063_MARK LOGO: SWFWMD
 DP6063_PROJECTION: FLUSH
 DP6063_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP6063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6063+STABILITY: SURFACE MOTION
 DP6063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6063+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2014
 DP6063_ROD/PIPE-DEPTH: 3.0 meters
 DP6063
 DP6063  HISTORY     - Date     Condition        Report By
 DP6063  HISTORY     - 20080908 MONUMENTED       SWFWMD
 DP6063  HISTORY     - 20140510 GOOD             FLDEP
 DP6063
 DP6063                          STATION DESCRIPTION
 DP6063
 DP6063'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6063'THE MARK IS ABOUT 6.7 MI (10.8 KM) NORTH-NORTHWEST OF VENICE, 6.2 MI
 DP6063'(10.0 KM) SOUTH OF BEE RIDGE, 4.7 MI (7.6 KM) NORTH-NORTHWEST OF
 DP6063'LAUREL, IN SECTION 11, TOWNSHIP 38 SOUTH, RANGE 18 EAST.
 DP6063'
 DP6063'TO REACH THE MARK FROM THE INTERSECTION OF LAUREL ROAD (COUNTY ROAD
 DP6063'762) AND U.S. HIGHWAY 41 INCH (104 CM) LAUREL, GO NORTH ON U.S.
 DP6063'HIGHWAY 41 FOR 4.5 MI (7.2 KM) TO THE INTERSECTION OF BAY STREET.
 DP6063'TURN RIGHT ON BAY STREET AND GO EAST FOR 0.65 MI (1.0 KM) TO THE
 DP6063'JUNCTION OF A GATED GRASS COVERED ROAD ON THE RIGHT.  TURN RIGHT ON
 DP6063'THE GRASS COVERED ROAD AND GO SOUTH FOR 0.15 MI (0.2 KM) TO A WELL
 DP6063'SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN
 DP6063'INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30
 DP6063'CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE
 DP6063'GRASS TRAIL.
 DP6063'
 DP6063'LOCATED 72.3 FT (22.0 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A
 DP6063'CHAIN LINK FENCE GATE, 61.9 FT (18.9 M) WEST-SOUTHWEST OF SURVEY MARK
 DP6063'26034 A, 5.6 FT (1.7 M) NORTH-NORTHWEST OF A CHAIN LINK FENCE, 1.6 FT
 DP6063'(0.5 M) EAST-NORTHEAST OF WELL CASING 26035 AND 0.4 FT (12 CM)
 DP6063'EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DP6063'
 DP6063'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6308 ***********************************************************************
 AD6308  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6308  DESIGNATION -  2604
 AD6308  PID         -  AD6308
 AD6308  STATE/COUNTY-  FL/COLLIER
 AD6308  COUNTRY     -  US
 AD6308  USGS QUAD   -  BONITA SPRINGS (2018)
 AD6308
 AD6308                         *CURRENT SURVEY CONTROL
 AD6308  ______________________________________________________________________
 AD6308* NAD 83(1986) POSITION- 26 16 20.1    (N) 081 49 27.0    (W)   HD_HELD2
 AD6308* NAVD 88 ORTHO HEIGHT -     7.756 (meters)       25.45  (feet) ADJUSTED
 AD6308  ______________________________________________________________________
 AD6308  GEOID HEIGHT    -        -23.735 (meters)                     GEOID18
 AD6308  DYNAMIC HEIGHT  -          7.744 (meters)       25.41  (feet) COMP
 AD6308  MODELED GRAVITY -    979,050.9   (mgal)                       NAVD 88
 AD6308
 AD6308  VERT ORDER      -  FIRST     CLASS II
 AD6308
 AD6308.The horizontal coordinates were established by autonomous hand held GPS
 AD6308.observations and have an estimated accuracy of +/- 10 meters.
 AD6308
 AD6308.The orthometric height was determined by differential leveling and
 AD6308.adjusted by the NATIONAL GEODETIC SURVEY
 AD6308.in May 2013.
 AD6308
 AD6308.No vertical observational check was made to the station.
 AD6308
 AD6308.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6308.GEOID18 height accuracy estimate available here.
 AD6308
 AD6308.This Tidal Bench Mark is designated as VM 7844
 AD6308.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6308
 AD6308.Click photographs - Photos may exist for this station.
 AD6308
 AD6308.The dynamic height is computed by dividing the NAVD 88
 AD6308.geopotential number by the normal gravity value computed on the
 AD6308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6308.degrees latitude (g = 980.6199 gals.).
 AD6308
 AD6308.The modeled gravity was interpolated from observed gravity values.
 AD6308
 AD6308;                    North         East    Units  Estimated Accuracy
 AD6308;SPC FL E     -   215,038.      117,681.      MT  (+/- 10 meters HH2 GPS)
 AD6308
 AD6308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1770806096(NAD 83)
 AD6308
 AD6308                          SUPERSEDED SURVEY CONTROL
 AD6308
 AD6308  NAVD 88 (06/15/91)    7.758  (m)           25.45   (f) SUPERSEDED  2 1
 AD6308  NGVD 29 (09/01/92)    8.134  (m)           26.69   (f) ADJUSTED    2 1
 AD6308
 AD6308.Superseded values are not recommended for survey control.
 AD6308
 AD6308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6308.See file dsdata.pdf to determine how the superseded data were derived.
 AD6308
 AD6308_MARKER: DD = SURVEY DISK
 AD6308_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6308_SP_SET: BRIDGE RAIL
 AD6308_STAMPING: 2604
 AD6308_MARK LOGO: FLSRD
 AD6308_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6308+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AD6308
 AD6308  HISTORY     - Date     Condition        Report By
 AD6308  HISTORY     - UNK      MONUMENTED       FLHD
 AD6308  HISTORY     - 1984     GOOD             FLDNR
 AD6308  HISTORY     - 19991231 GOOD             USPSQD
 AD6308  HISTORY     - 20080421 GOOD             INDIV
 AD6308  HISTORY     - 20080806 GOOD             FLDEP
 AD6308  HISTORY     - 20110923 GOOD             GEOCAC
 AD6308  HISTORY     - 20120620 GOOD             FLDEP
 AD6308
 AD6308                          STATION DESCRIPTION
 AD6308
 AD6308'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6308'1.35 MI WEST FROM NAPLES PARK.
 AD6308'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6308'1.35 MILES WEST ON C 846 TO THE BRIDGE OVER WATER TURKEY BAY.  THE
 AD6308'MARK IS SET IN THE TOP OF THE RAILING AT THE SOUTHWEST CORNER OF THE
 AD6308'BRIDGE, 20.2 FEET SOUTH OF THE CENTERLINE OF THE ROAD.
 AD6308'THE MARK IS 3 FT ABOVE ROAD.
 AD6308
 AD6308                          STATION RECOVERY (1999)
 AD6308
 AD6308'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD6308'RECOVERED IN GOOD CONDITION.
 AD6308
 AD6308                          STATION RECOVERY (2008)
 AD6308
 AD6308'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CC)
 AD6308'RECOVERED IN GOOD CONDITION.
 AD6308
 AD6308                          STATION RECOVERY (2008)
 AD6308
 AD6308'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6308'RECOVERED AS DESCRIBED.
 AD6308
 AD6308                          STATION RECOVERY (2011)
 AD6308
 AD6308'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AD6308'RECOVERED IN GOOD CONDITION.
 AD6308
 AD6308                          STATION RECOVERY (2012)
 AD6308
 AD6308'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (MAH)
 AD6308'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5973 ***********************************************************************
 DP5973  DESIGNATION -  26046 A
 DP5973  PID         -  DP5973
 DP5973  STATE/COUNTY-  FL/SARASOTA
 DP5973  COUNTRY     -  US
 DP5973  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DP5973
 DP5973                         *CURRENT SURVEY CONTROL
 DP5973  ______________________________________________________________________
 DP5973* NAD 83(1986) POSITION- 27 14 26.2    (N) 082 18 51.6    (W)   HD_HELD2
 DP5973* NAVD 88 ORTHO HEIGHT -     4.852 (meters)       15.92  (feet) ADJUSTED
 DP5973  ______________________________________________________________________
 DP5973  GEOID HEIGHT    -        -24.340 (meters)                     GEOID18
 DP5973  DYNAMIC HEIGHT  -          4.845 (meters)       15.90  (feet) COMP
 DP5973  MODELED GRAVITY -    979,123.0   (mgal)                       NAVD 88
 DP5973
 DP5973  VERT ORDER      -  SECOND    CLASS I
 DP5973
 DP5973.The horizontal coordinates were established by autonomous hand held GPS
 DP5973.observations and have an estimated accuracy of +/- 10 meters.
 DP5973
 DP5973.The orthometric height was determined by differential leveling and
 DP5973.adjusted by the NATIONAL GEODETIC SURVEY
 DP5973.in March 2015.
 DP5973
 DP5973.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5973.GEOID18 height accuracy estimate available here.
 DP5973
 DP5973.Click photographs - Photos may exist for this station.
 DP5973
 DP5973.The dynamic height is computed by dividing the NAVD 88
 DP5973.geopotential number by the normal gravity value computed on the
 DP5973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5973.degrees latitude (g = 980.6199 gals.).
 DP5973
 DP5973.The modeled gravity was interpolated from observed gravity values.
 DP5973
 DP5973;                    North         East    Units  Estimated Accuracy
 DP5973;SPC FL W     -   322,103.      168,869.      MT  (+/- 10 meters HH2 GPS)
 DP5973
 DP5973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6987013768(NAD 83)
 DP5973
 DP5973                          SUPERSEDED SURVEY CONTROL
 DP5973
 DP5973.No superseded survey control is available for this station.
 DP5973
 DP5973_MARKER: DD = SURVEY DISK
 DP5973_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5973_STAMPING: 26046 A 2014
 DP5973_MARK LOGO: SFLWMD
 DP5973_PROJECTION: RECESSED 8 CENTIMETERS
 DP5973_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP5973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5973+STABILITY: SURFACE MOTION
 DP5973_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5973+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2014
 DP5973_ROD/PIPE-DEPTH: 5.6 meters
 DP5973
 DP5973  HISTORY     - Date     Condition        Report By
 DP5973  HISTORY     - 20140510 MONUMENTED       FLDEP
 DP5973
 DP5973                          STATION DESCRIPTION
 DP5973
 DP5973'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP5973'THE MARK IS ABOUT 10.7 MI (17.2 KM) EAST-SOUTHEAST OF BEE RIDGE, 10.5
 DP5973'MI (16.9 KM) SOUTH-SOUTHWEST OF VERNA, 5.8 MI (9.3 KM) SOUTH-SOUTHWEST
 DP5973'OF OLD MYAKKA, IN SECTION 21, TOWNSHIP 37 SOUTH, RANGE 20 EAST.
 DP5973'
 DP5973'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND THE
 DP5973'INTERSTATE 75 OVERPASS ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF SARASOTA,
 DP5973'GO EAST ON STATE ROAD 72 FOR 8.65 MI (13.9 KM) TO THE JUNCTION OF
 DP5973'MYAKKA STATE PARK ROAD AND THE ENTRANCE TO THE MYAKKA RIVER STATE PARK
 DP5973'ON THE LEFT.  TURN LEFT ON MYAKKA STATE PARK ROAD, PASSING THROUGH THE
 DP5973'PARK ENTRANCE AND GO NORTHEAST FOR 0.15 MI (0.2 KM) TO A DIM TRAIL
 DP5973'LEADING TO A STREAM GAUGE ON THE MYAKKA RIVER ON THE RIGHT.  TURN
 DP5973'RIGHT ON THE DIM TRAIL AND GO SOUTHEAST ABOUT 75.0 FT (22.9 M) TO THE
 DP5973'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 18.5
 DP5973'FT (5.6 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP5973'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9
 DP5973'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE DIM TRAIL.
 DP5973'
 DP5973'LOCATED 85.6 FT (26.1 M) NORTHWEST OF THE STAFF GAUGE, 83.9 FT (25.6
 DP5973'M) NORTHWEST OF SURVEY MARK 25046 B, 6.0 FT (1.8 M) NORTH OF THE
 DP5973'APPROXIMATE CENTERLINE OF A DIM TRAIL LEADING TO A STREAM GAUGE AND
 DP5973'1.8 FT (0.5 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DP5973'
 DP5973'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP5973'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5974 ***********************************************************************
 DP5974  DESIGNATION -  26046 B
 DP5974  PID         -  DP5974
 DP5974  STATE/COUNTY-  FL/SARASOTA
 DP5974  COUNTRY     -  US
 DP5974  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DP5974
 DP5974                         *CURRENT SURVEY CONTROL
 DP5974  ______________________________________________________________________
 DP5974* NAD 83(1986) POSITION- 27 14 25.7    (N) 082 18 50.6    (W)   HD_HELD2
 DP5974* NAVD 88 ORTHO HEIGHT -     4.542 (meters)       14.90  (feet) ADJUSTED
 DP5974  ______________________________________________________________________
 DP5974  GEOID HEIGHT    -        -24.340 (meters)                     GEOID18
 DP5974  DYNAMIC HEIGHT  -          4.535 (meters)       14.88  (feet) COMP
 DP5974  MODELED GRAVITY -    979,123.0   (mgal)                       NAVD 88
 DP5974
 DP5974  VERT ORDER      -  SECOND    CLASS I
 DP5974
 DP5974.The horizontal coordinates were established by autonomous hand held GPS
 DP5974.observations and have an estimated accuracy of +/- 10 meters.
 DP5974
 DP5974.The orthometric height was determined by differential leveling and
 DP5974.adjusted by the NATIONAL GEODETIC SURVEY
 DP5974.in March 2015.
 DP5974
 DP5974.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5974.GEOID18 height accuracy estimate available here.
 DP5974
 DP5974.Click photographs - Photos may exist for this station.
 DP5974
 DP5974.The dynamic height is computed by dividing the NAVD 88
 DP5974.geopotential number by the normal gravity value computed on the
 DP5974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5974.degrees latitude (g = 980.6199 gals.).
 DP5974
 DP5974.The modeled gravity was interpolated from observed gravity values.
 DP5974
 DP5974;                    North         East    Units  Estimated Accuracy
 DP5974;SPC FL W     -   322,087.      168,897.      MT  (+/- 10 meters HH2 GPS)
 DP5974
 DP5974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6989713753(NAD 83)
 DP5974
 DP5974                          SUPERSEDED SURVEY CONTROL
 DP5974
 DP5974.No superseded survey control is available for this station.
 DP5974
 DP5974_MARKER: DD = SURVEY DISK
 DP5974_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5974_STAMPING: 26046 B 2014
 DP5974_MARK LOGO: SFLWMD
 DP5974_PROJECTION: RECESSED 5 CENTIMETERS
 DP5974_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP5974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5974+STABILITY: SURFACE MOTION
 DP5974_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5974+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2014
 DP5974_ROD/PIPE-DEPTH: 5.1 meters
 DP5974
 DP5974  HISTORY     - Date     Condition        Report By
 DP5974  HISTORY     - 20140510 MONUMENTED       FLDEP
 DP5974
 DP5974                          STATION DESCRIPTION
 DP5974
 DP5974'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP5974'THE MARK IS ABOUT 10.7 MI (17.2 KM) EAST-SOUTHEAST OF BEE RIDGE, 10.5
 DP5974'MI (16.9 KM) SOUTH-SOUTHWEST OF VERNA, 5.8 MI (9.3 KM) SOUTH-SOUTHWEST
 DP5974'OF OLD MYAKKA, IN SECTION 21, TOWNSHIP 37 SOUTH, RANGE 20 EAST.
 DP5974'
 DP5974'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND THE
 DP5974'INTERSTATE 75 OVERPASS ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF SARASOTA,
 DP5974'GO EAST ON STATE ROAD 72 FOR 8.65 MI (13.9 KM) TO THE JUNCTION OF
 DP5974'MYAKKA STATE PARK ROAD AND THE ENTRANCE TO THE MYAKKA RIVER STATE PARK
 DP5974'ON THE LEFT.  TURN LEFT ON MYAKKA STATE PARK ROAD PASSING THROUGH THE
 DP5974'PARK ENTRANCE AND GO NORTHEAST FOR 0.15 MI (0.2 KM) TO A DIM TRAIL
 DP5974'LEADING TO A STREAM GAUGE ON THE MYAKKA RIVER ON THE RIGHT.  TURN
 DP5974'RIGHT ON THE DIM TRAIL AND GO SOUTHEAST ABOUT 175.0 FT (53.3 M) TO THE
 DP5974'STREAM GAUGE ON THE MYAKKA RIVER AND THE MARK, AN ALUMINUM ROD DRIVEN
 DP5974'TO REFUSAL AT A DEPTH OF 16.6 FT (5.1 M) WITH A SURVEY DISK SET ON THE
 DP5974'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP5974'M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DP5974'LEVEL WITH THE DIM TRAIL.
 DP5974'
 DP5974'LOCATED 83.9 FT (25.6 M) SOUTHEAST OF SURVEY MARK 25046 A, 32.0 FT
 DP5974'(9.8 M) WEST-NORTHWEST OF A WOODEN SEAWALL ON THE MYAKKA RIVER BANK,
 DP5974'6.4 FT (2.0 M) NORTH OF THE METAL STREAM GAUGE RECORDER BOX, 5.0 FT
 DP5974'(1.5 M) NORTH-NORTHEAST OF THE STAFF GAUGE AND 1.2 FT (0.4 M)
 DP5974'SOUTHWEST OF A CARSONITE WITNESS POST.
 DP5974'
 DP5974'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP5974'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5985 ***********************************************************************
 DP5985  DESIGNATION -  26055 A
 DP5985  PID         -  DP5985
 DP5985  STATE/COUNTY-  FL/SARASOTA
 DP5985  COUNTRY     -  US
 DP5985  USGS QUAD   -  OLD MYAKKA (2018)
 DP5985
 DP5985                         *CURRENT SURVEY CONTROL
 DP5985  ______________________________________________________________________
 DP5985* NAD 83(1986) POSITION- 27 17 24.0    (N) 082 20 27.7    (W)   HD_HELD2
 DP5985* NAVD 88 ORTHO HEIGHT -     7.708 (meters)       25.29  (feet) ADJUSTED
 DP5985  ______________________________________________________________________
 DP5985  GEOID HEIGHT    -        -24.416 (meters)                     GEOID18
 DP5985  DYNAMIC HEIGHT  -          7.697 (meters)       25.25  (feet) COMP
 DP5985  MODELED GRAVITY -    979,122.7   (mgal)                       NAVD 88
 DP5985
 DP5985  VERT ORDER      -  SECOND    CLASS I
 DP5985
 DP5985.The horizontal coordinates were established by autonomous hand held GPS
 DP5985.observations and have an estimated accuracy of +/- 10 meters.
 DP5985
 DP5985.The orthometric height was determined by differential leveling and
 DP5985.adjusted by the NATIONAL GEODETIC SURVEY
 DP5985.in March 2015.
 DP5985
 DP5985.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5985.GEOID18 height accuracy estimate available here.
 DP5985
 DP5985.Click photographs - Photos may exist for this station.
 DP5985
 DP5985.The dynamic height is computed by dividing the NAVD 88
 DP5985.geopotential number by the normal gravity value computed on the
 DP5985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5985.degrees latitude (g = 980.6199 gals.).
 DP5985
 DP5985.The modeled gravity was interpolated from observed gravity values.
 DP5985
 DP5985;                    North         East    Units  Estimated Accuracy
 DP5985;SPC FL W     -   327,582.      166,240.      MT  (+/- 10 meters HH2 GPS)
 DP5985
 DP5985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6728519268(NAD 83)
 DP5985
 DP5985                          SUPERSEDED SURVEY CONTROL
 DP5985
 DP5985.No superseded survey control is available for this station.
 DP5985
 DP5985_MARKER: DD = SURVEY DISK
 DP5985_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5985_STAMPING: 26055 A 2014
 DP5985_MARK LOGO: SWFWMD
 DP5985_PROJECTION: RECESSED 5 CENTIMETERS
 DP5985_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP5985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5985+STABILITY: SURFACE MOTION
 DP5985_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5985+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2014
 DP5985_ROD/PIPE-DEPTH: 10.7 meters
 DP5985
 DP5985  HISTORY     - Date     Condition        Report By
 DP5985  HISTORY     - 20140716 MONUMENTED       FLDEP
 DP5985
 DP5985                          STATION DESCRIPTION
 DP5985
 DP5985'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP5985'THE MARK IS ABOUT 8.6 MI (13.8 KM) EAST OF BEE RIDGE, 8.0 MI (12.9 KM)
 DP5985'SOUTHWEST OF VERNA, 4.8 MI (7.7 KM) WEST-SOUTHWEST OF OLD MYAKKA, IN
 DP5985'SECTION 6, TOWNSHIP 37 SOUTH, RANGE 20 EAST.  NOTE PRIVATE PROPERTY,
 DP5985'FOR PERMISSION TO ACCESS HI HAT RANCH, CALL R.E.  TURNER AT ABOUT 4.0
 DP5985'MI (6.4 KM) EAST OF SARASOTA, GO EAST ON STATE ROAD 780 (FRUITVILLE
 DP5985'ROAD) FOR 6.1 MI (9.8 KM) TO THE JUNCTION OF AN UNPAVED ROAD (UTOPIA
 DP5985'ROAD-UNPOSTED) LEADING TO HI HAT RANCH ON THE RIGHT.  TURN RIGHT
 DP5985'ENTERING HI HAT RANCH AND GO SOUTH FOR 3.4 MI (5.5 KM) TO A GATE ON
 DP5985'THE LEFT.  TURN LEFT PASSING THROUGH THE GATE ON A GRASSY ROAD AND GO
 DP5985'SOUTHEAST FOR 0.25 MI (0.4 KM) TO AN ORANGE GROVE AND A DRAINAGE
 DP5985'DITCH.  CONTINUE EAST ON THE SOUTH SIDE OF THE DRAINAGE DITCH ALONG A
 DP5985'SAND ROAD FOR 0.7 MI (1.1 KM) TO A FENCE LINE AND A METAL GATE AHEAD,
 DP5985'PASSING THROUGH THE GATE GO NORTHEAST AND EAST ON A WOODED TRAIL FOR
 DP5985'0.25 MI (0.4 KM) TO A STREAM CROSSING ON THE WEST BANK OF HOWARD
 DP5985'CREEK, NOW ON FOOT OR BY ATV, GO SOUTH-SOUTHEAST ON THE WEST STREAM
 DP5985'BANK FOR ABOUT 150.0 FT (45.7 M) TO THE MARK ON THE RIGHT, AN ALUMINUM
 DP5985'ROD DRIVEN TO REFUSAL AT A DEPTH OF 35.0 FT (10.7 M) WITH A SURVEY
 DP5985'DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DP5985'ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DP5985'THE GROUND AND LEVEL WITH THE TRAIL.
 DP5985'
 DP5985'LOCATED 230.0 FT (70.1 M) NORTHWEST OF A USGS STREAM GAUGE (SID NUMBER
 DP5985'26055), 205.0 FT (62.5 M) NORTH-NORTHWEST OF SURVEY MARK 26055 B, 57.5
 DP5985'FT (17.5 M) SOUTH OF THE EXTENDED CENTERLINE OF A WOODED TRAIL, 47.0
 DP5985'FT (14.3 M) SOUTH OF AN 18-INCH (46 CM) DIAMETER DOUBLE LIVE OAK TREE,
 DP5985'36.6 FT (11.2 M) WEST-SOUTHWEST OF THE WEST BANK OF HOWARD CREEK AND
 DP5985'2.0 FT (0.6 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DP5985'
 DP5985'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP5985'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5986 ***********************************************************************
 DP5986  DESIGNATION -  26055 B
 DP5986  PID         -  DP5986
 DP5986  STATE/COUNTY-  FL/SARASOTA
 DP5986  COUNTRY     -  US
 DP5986  USGS QUAD   -  OLD MYAKKA (2018)
 DP5986
 DP5986                         *CURRENT SURVEY CONTROL
 DP5986  ______________________________________________________________________
 DP5986* NAD 83(1986) POSITION- 27 17 22.3    (N) 082 20 26.5    (W)   HD_HELD2
 DP5986* NAVD 88 ORTHO HEIGHT -     7.811 (meters)       25.63  (feet) ADJUSTED
 DP5986  ______________________________________________________________________
 DP5986  GEOID HEIGHT    -        -24.416 (meters)                     GEOID18
 DP5986  DYNAMIC HEIGHT  -          7.799 (meters)       25.59  (feet) COMP
 DP5986  MODELED GRAVITY -    979,122.7   (mgal)                       NAVD 88
 DP5986
 DP5986  VERT ORDER      -  SECOND    CLASS I
 DP5986
 DP5986.The horizontal coordinates were established by autonomous hand held GPS
 DP5986.observations and have an estimated accuracy of +/- 10 meters.
 DP5986
 DP5986.The orthometric height was determined by differential leveling and
 DP5986.adjusted by the NATIONAL GEODETIC SURVEY
 DP5986.in March 2015.
 DP5986
 DP5986.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5986.GEOID18 height accuracy estimate available here.
 DP5986
 DP5986.Click photographs - Photos may exist for this station.
 DP5986
 DP5986.The dynamic height is computed by dividing the NAVD 88
 DP5986.geopotential number by the normal gravity value computed on the
 DP5986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5986.degrees latitude (g = 980.6199 gals.).
 DP5986
 DP5986.The modeled gravity was interpolated from observed gravity values.
 DP5986
 DP5986;                    North         East    Units  Estimated Accuracy
 DP5986;SPC FL W     -   327,529.      166,273.      MT  (+/- 10 meters HH2 GPS)
 DP5986
 DP5986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6731819215(NAD 83)
 DP5986
 DP5986                          SUPERSEDED SURVEY CONTROL
 DP5986
 DP5986.No superseded survey control is available for this station.
 DP5986
 DP5986_MARKER: DD = SURVEY DISK
 DP5986_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP5986_STAMPING: 26055 B 2014
 DP5986_MARK LOGO: SWFWMD
 DP5986_PROJECTION: RECESSED 5 CENTIMETERS
 DP5986_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP5986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP5986+STABILITY: SURFACE MOTION
 DP5986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5986+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2014
 DP5986_ROD/PIPE-DEPTH: 11.9 meters
 DP5986
 DP5986  HISTORY     - Date     Condition        Report By
 DP5986  HISTORY     - 20140716 MONUMENTED       FLDEP
 DP5986
 DP5986                          STATION DESCRIPTION
 DP5986
 DP5986'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP5986'THE MARK IS ABOUT 8.6 MI (13.8 KM) EAST OF BEE RIDGE, 8.0 MI (12.9 KM)
 DP5986'SOUTHWEST OF VERNA, 4.8 MI (7.7 KM) WEST-SOUTHWEST OF OLD MYAKKA, IN
 DP5986'SECTION 6, TOWNSHIP 37 SOUTH, RANGE 20 EAST.  NOTE PRIVATE PROPERTY,
 DP5986'FOR PERMISSION TO ACCESS HI HAT RANCH, CALL R.E.  TURNER AT ABOUT 4.0
 DP5986'MI (6.4 KM) EAST OF SARASOTA, GO EAST ON STATE ROAD 780 (FRUITVILLE
 DP5986'ROAD) FOR 6.1 MI (9.8 KM) TO THE JUNCTION OF AN UNPAVED ROAD (UTOPIA
 DP5986'ROAD-UNPOSTED) LEADING TO HI HAT RANCH ON THE RIGHT.  TURN RIGHT
 DP5986'ENTERING HI HAT RANCH AND GO SOUTH FOR 3.4 MI (5.5 KM) TO A GATE ON
 DP5986'THE LEFT.  TURN LEFT PASSING THROUGH THE GATE ON A GRASSY ROAD AND GO
 DP5986'SOUTHEAST FOR 0.25 MI (0.4 KM) TO AN ORANGE GROVE AND A DRAINAGE
 DP5986'DITCH.  CONTINUE EAST ON THE SOUTH SIDE OF THE DRAINAGE DITCH ALONG A
 DP5986'SAND ROAD FOR 0.7 MI (1.1 KM) TO A FENCE LINE AND A METAL GATE AHEAD,
 DP5986'PASSING THROUGH THE GATE GO NORTHEAST AND EAST ON A WOODED TRAIL FOR
 DP5986'0.25 MI (0.4 KM) TO A STREAM CROSSING ON THE WEST BANK OF HOWARD
 DP5986'CREEK, NOW ON FOOT OR BY ATV, GO SOUTH-SOUTHEAST ON THE WEST STREAM
 DP5986'BANK FOR ABOUT 370.0 FT (112.8 M) TO A STREAM GAUGE AHEAD AND THE MARK
 DP5986'ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.2 FT
 DP5986'(11.9 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP5986'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6
 DP5986'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE TOP OF THE STREAM
 DP5986'BANK.
 DP5986'
 DP5986'LOCATED 205.0 FT (62.5 M) SOUTH-SOUTHEAST OF SURVEY MARK 26055 A, 49.5
 DP5986'FT (15.1 M) WEST OF A USGS STREAM GAUGE (SID NUMBER 26055), 11.0 FT
 DP5986'(3.4 M) WEST-NORTHWEST OF AN 18-INCH (46 CM) DIAMETER PALM TREE WITH
 DP5986'AN X CUT AND 1.2 FT (0.4 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DP5986'
 DP5986'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP5986'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6076 ***********************************************************************
 DP6076  DESIGNATION -  26070 A
 DP6076  PID         -  DP6076
 DP6076  STATE/COUNTY-  FL/SARASOTA
 DP6076  COUNTRY     -  US
 DP6076  USGS QUAD   -  BEE RIDGE (2018)
 DP6076
 DP6076                         *CURRENT SURVEY CONTROL
 DP6076  ______________________________________________________________________
 DP6076* NAD 83(1986) POSITION- 27 16 15.2    (N) 082 24 03.6    (W)   HD_HELD2
 DP6076* NAVD 88 ORTHO HEIGHT -     9.885 (meters)       32.43  (feet) ADJUSTED
 DP6076  ______________________________________________________________________
 DP6076  GEOID HEIGHT    -        -24.334 (meters)                     GEOID18
 DP6076  DYNAMIC HEIGHT  -          9.870 (meters)       32.38  (feet) COMP
 DP6076  MODELED GRAVITY -    979,125.4   (mgal)                       NAVD 88
 DP6076
 DP6076  VERT ORDER      -  FIRST     CLASS II
 DP6076
 DP6076.The horizontal coordinates were established by autonomous hand held GPS
 DP6076.observations and have an estimated accuracy of +/- 10 meters.
 DP6076
 DP6076.The orthometric height was determined by differential leveling and
 DP6076.adjusted by the NATIONAL GEODETIC SURVEY
 DP6076.in July 2015.
 DP6076
 DP6076.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6076.GEOID18 height accuracy estimate available here.
 DP6076
 DP6076.Click photographs - Photos may exist for this station.
 DP6076
 DP6076.The dynamic height is computed by dividing the NAVD 88
 DP6076.geopotential number by the normal gravity value computed on the
 DP6076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6076.degrees latitude (g = 980.6199 gals.).
 DP6076
 DP6076.The modeled gravity was interpolated from observed gravity values.
 DP6076
 DP6076;                    North         East    Units  Estimated Accuracy
 DP6076;SPC FL W     -   325,482.      160,297.      MT  (+/- 10 meters HH2 GPS)
 DP6076
 DP6076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6132617216(NAD 83)
 DP6076
 DP6076                          SUPERSEDED SURVEY CONTROL
 DP6076
 DP6076.No superseded survey control is available for this station.
 DP6076
 DP6076_MARKER: DD = SURVEY DISK
 DP6076_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6076_STAMPING: 26070 A 2014
 DP6076_MARK LOGO: SWFWMD
 DP6076_PROJECTION: RECESSED 5 CENTIMETERS
 DP6076_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6076+STABILITY: SURFACE MOTION
 DP6076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6076+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2014
 DP6076_ROD/PIPE-DEPTH: 12.8 meters
 DP6076
 DP6076  HISTORY     - Date     Condition        Report By
 DP6076  HISTORY     - 20140522 MONUMENTED       FLDEP
 DP6076
 DP6076                          STATION DESCRIPTION
 DP6076
 DP6076'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6076'THE MARK IS ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF SARASOTA, 8.7 MI
 DP6076'(14.0 KM) WEST-SOUTHWEST OF OLD MYAKKA, 5.0 MI (8.0 KM) EAST OF BEE
 DP6076'RIDGE, IN SECTION 10, TOWNSHIP 37 SOUTH, RANGE 19 EAST.
 DP6076'
 DP6076'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 (CLARK ROAD)
 DP6076'AND THE INTERSTATE 75 OVERPASS, ABOUT 5.5 MI (8.8 KM) SOUTHEAST OF
 DP6076'SARASOTA, GO EAST ON STATE ROAD 72 FOR 3.2 MI (5.1 KM) TO THE JUNCTION
 DP6076'OF BEE RIDGE ROAD EXTENSION ON THE LEFT.  TURN LEFT ON BEE RIDGE ROAD
 DP6076'EXTENSION AND GO NORTH FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF A
 DP6076'DRIVEWAY AT 10381 BEE RIDGE ROAD EXTENSION (A VERIZON TELCOM FACILITY)
 DP6076'ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DP6076'REFUSAL AT A DEPTH OF 42.0 FT (12.8 M) WITH A SURVEY DISK SET ON THE
 DP6076'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP6076'M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DP6076'ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF BEE RIDGE ROAD EXTENSION.
 DP6076'
 DP6076'LOCATED 73.3 FT (22.3 M) SOUTH-SOUTHEAST OF SURVEY MARK 26070 B, 58.4
 DP6076'FT (17.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY AT THE
 DP6076'VERIZON FACILITY, 37.9 FT (11.6 M) EAST OF THE APPROXIMATE CENTERLINE
 DP6076'OF BEE RIDGE ROAD EXTENSION, 1.5 FT (0.5 M) WEST OF A CHAIN LINK FENCE
 DP6076'CORNER POST AND 1.3 FT (0.4 M) WEST OF A CARSONITE WITNESS POST.
 DP6076'
 DP6076'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6076'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6075 ***********************************************************************
 DP6075  DESIGNATION -  26070 B
 DP6075  PID         -  DP6075
 DP6075  STATE/COUNTY-  FL/SARASOTA
 DP6075  COUNTRY     -  US
 DP6075  USGS QUAD   -  BEE RIDGE (2018)
 DP6075
 DP6075                         *CURRENT SURVEY CONTROL
 DP6075  ______________________________________________________________________
 DP6075* NAD 83(1986) POSITION- 27 16 15.9    (N) 082 24 03.5    (W)   HD_HELD2
 DP6075* NAVD 88 ORTHO HEIGHT -     9.878 (meters)       32.41  (feet) ADJUSTED
 DP6075  ______________________________________________________________________
 DP6075  GEOID HEIGHT    -        -24.334 (meters)                     GEOID18
 DP6075  DYNAMIC HEIGHT  -          9.863 (meters)       32.36  (feet) COMP
 DP6075  MODELED GRAVITY -    979,125.4   (mgal)                       NAVD 88
 DP6075
 DP6075  VERT ORDER      -  FIRST     CLASS II
 DP6075
 DP6075.The horizontal coordinates were established by autonomous hand held GPS
 DP6075.observations and have an estimated accuracy of +/- 10 meters.
 DP6075
 DP6075.The orthometric height was determined by differential leveling and
 DP6075.adjusted by the NATIONAL GEODETIC SURVEY
 DP6075.in July 2015.
 DP6075
 DP6075.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6075.GEOID18 height accuracy estimate available here.
 DP6075
 DP6075.Click photographs - Photos may exist for this station.
 DP6075
 DP6075.The dynamic height is computed by dividing the NAVD 88
 DP6075.geopotential number by the normal gravity value computed on the
 DP6075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6075.degrees latitude (g = 980.6199 gals.).
 DP6075
 DP6075.The modeled gravity was interpolated from observed gravity values.
 DP6075
 DP6075;                    North         East    Units  Estimated Accuracy
 DP6075;SPC FL W     -   325,504.      160,300.      MT  (+/- 10 meters HH2 GPS)
 DP6075
 DP6075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6132917237(NAD 83)
 DP6075
 DP6075                          SUPERSEDED SURVEY CONTROL
 DP6075
 DP6075.No superseded survey control is available for this station.
 DP6075
 DP6075_MARKER: DD = SURVEY DISK
 DP6075_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6075_STAMPING: 26070 B 2014
 DP6075_MARK LOGO: SWFWMD
 DP6075_PROJECTION: RECESSED 5 CENTIMETERS
 DP6075_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6075+STABILITY: SURFACE MOTION
 DP6075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6075+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2014
 DP6075_ROD/PIPE-DEPTH: 11.7 meters
 DP6075
 DP6075  HISTORY     - Date     Condition        Report By
 DP6075  HISTORY     - 20140522 MONUMENTED       FLDEP
 DP6075
 DP6075                          STATION DESCRIPTION
 DP6075
 DP6075'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6075'THE MARK IS ABOUT 9.2 MI (14.8 KM) EAST-SOUTHEAST OF SARASOTA, 8.7 MI
 DP6075'(14.0 KM) WEST-SOUTHWEST OF OLD MYAKKA, 5.0 MI (8.0 KM) EAST OF BEE
 DP6075'RIDGE, IN SECTION 10, TOWNSHIP 37 SOUTH, RANGE 19 EAST.
 DP6075'
 DP6075'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 (CLARK ROAD)
 DP6075'AND THE INTERSTATE 75 OVERPASS, ABOUT 5.5 MI (8.8 KM) SOUTHEAST OF
 DP6075'SARASOTA, GO EAST ON STATE ROAD 72 FOR 3.2 MI (5.1 KM) TO THE JUNCTION
 DP6075'OF BEE RIDGE ROAD EXTENSION ON THE LEFT.  TURN LEFT ON BEE RIDGE ROAD
 DP6075'EXTENSION AND GO NORTH FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF A
 DP6075'DRIVEWAY AT 5760 BEE RIDGE ROAD EXTENSION ON THE LEFT, A WELL SITE ON
 DP6075'THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DP6075'AT A DEPTH OF 38.5 FT (11.7 M) WITH A SURVEY DISK SET ON THE TOP AND
 DP6075'IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M)
 DP6075'DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DP6075'1.0 FT (0.3 M) BELOW THE LEVEL OF BEE RIDGE ROAD EXTENSION.
 DP6075'
 DP6075'LOCATED 73.3 FT (22.3 M) NORTH-NORTHWEST OF SURVEY MARK 26070 A, 32.7
 DP6075'FT (10.0 M) SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE OF THE
 DP6075'DRIVEWAY AT 5760, 18.3 FT (5.6 M) WEST OF WELL CASING 26070, 18.3 FT
 DP6075'(5.6 M) EAST OF THE APPROXIMATE CENTERLINE OF BEE RIDGE ROAD EXTENSION
 DP6075'AND 5.8 FT (1.8 M) EAST OF THE EAST EDGE OF THE PAVEMENT.
 DP6075'
 DP6075'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6075'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6645 ***********************************************************************
 DP6645  DESIGNATION -  26079
 DP6645  PID         -  DP6645
 DP6645  STATE/COUNTY-  FL/MANATEE
 DP6645  COUNTRY     -  US
 DP6645  USGS QUAD   -  PALMETTO (2018)
 DP6645
 DP6645                         *CURRENT SURVEY CONTROL
 DP6645  ______________________________________________________________________
 DP6645* NAD 83(1986) POSITION- 27 35 16.6    (N) 082 32 23.3    (W)   HD_HELD2
 DP6645* NAVD 88 ORTHO HEIGHT -     6.045 (meters)       19.83  (feet) ADJUSTED
 DP6645  ______________________________________________________________________
 DP6645  GEOID HEIGHT    -        -24.576 (meters)                     GEOID18
 DP6645  DYNAMIC HEIGHT  -          6.036 (meters)       19.80  (feet) COMP
 DP6645  MODELED GRAVITY -    979,148.5   (mgal)                       NAVD 88
 DP6645
 DP6645  VERT ORDER      -  FIRST     CLASS II
 DP6645
 DP6645.The horizontal coordinates were established by autonomous hand held GPS
 DP6645.observations and have an estimated accuracy of +/- 10 meters.
 DP6645
 DP6645.The orthometric height was determined by differential leveling and
 DP6645.adjusted by the NATIONAL GEODETIC SURVEY
 DP6645.in April 2015.
 DP6645
 DP6645.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6645.GEOID18 height accuracy estimate available here.
 DP6645
 DP6645.Click photographs - Photos may exist for this station.
 DP6645
 DP6645.The dynamic height is computed by dividing the NAVD 88
 DP6645.geopotential number by the normal gravity value computed on the
 DP6645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6645.degrees latitude (g = 980.6199 gals.).
 DP6645
 DP6645.The modeled gravity was interpolated from observed gravity values.
 DP6645
 DP6645;                    North         East    Units  Estimated Accuracy
 DP6645;SPC FL W     -   360,666.      146,706.      MT  (+/- 10 meters HH2 GPS)
 DP6645
 DP6645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4801952504(NAD 83)
 DP6645
 DP6645                          SUPERSEDED SURVEY CONTROL
 DP6645
 DP6645.No superseded survey control is available for this station.
 DP6645
 DP6645_MARKER: DD = SURVEY DISK
 DP6645_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP6645_SP_SET: BRIDGE GAUARDRAIL
 DP6645_STAMPING: 26079
 DP6645_MARK LOGO: FLDT
 DP6645_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6645+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2014
 DP6645
 DP6645  HISTORY     - Date     Condition        Report By
 DP6645  HISTORY     - UNK      MONUMENTED       FLDT
 DP6645  HISTORY     - 20140926 GOOD             FLDEP
 DP6645
 DP6645                          STATION DESCRIPTION
 DP6645
 DP6645'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6645'THE MARK IS ABOUT 7.0 MI (11.3 KM) WEST OF PARRISH, 6.5 MI (10.5 KM)
 DP6645'NORTH-NORTHEAST OF BRADENTON, 5.0 MI (8.0 KM) NORTH-NORTHEAST OF
 DP6645'PALMETTO, IN SECTION 19, TOWNSHIP 33 SOUTH, RANGE 18 EAST.
 DP6645'
 DP6645'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DP6645'TRAIL) AND THE I-75 UNDERPASS IN RUBONIA, GO NORTH ON U.S. HIGHWAY 41
 DP6645'(TAMIAMI TRAIL) FOR 0.2 MI (0.3 KM) TO A BRIDGE OVER THE FROG CREEK, A
 DP6645'STREAM GAUGE ON THE RIGHT AND THE MARK ON THE LEFT, SET FLUSH IN THE
 DP6645'TOP OF THE NORTHWEST CORNER OF THE BRIDGE GUARDRAIL OF U.S. HIGHWAY 41
 DP6645'(TAMIAMI TRAIL) NORTHBOUND LANES ABOUT 2.8 FT (0.9 M) ABOVE THE LEVEL
 DP6645'OF U.S. HIGHWAY 41 (TAMIAMI TRAIL).
 DP6645'
 DP6645'LOCATED 220.7 FT (67.3 M) NORTHWEST OF SURVEY MARK BENCH MARK 391,
 DP6645'30.7 FT (9.4 M) WEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 41
 DP6645'(TAMIAMI TRAIL) NORTHBOUND LANES, 1.1 FT (0.3 M) SOUTH OF A CARSONITE
 DP6645'WITNESS POST AND 0.6 FT (18 CM) SOUTH OF THE NORTH END OF THE CONCRETE
 DP6645'GUARDRAIL.
 DP6645'
 DP6645'NOTE THIS IS AN FLDOT DISK THAT WAS STAMPED 26079 BY FLDEP, THE MARK
 DP6645'HAS AN UNKNOWN SETTING DATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6599 ***********************************************************************
 DP6599  DESIGNATION -  26090 A
 DP6599  PID         -  DP6599
 DP6599  STATE/COUNTY-  FL/MANATEE
 DP6599  COUNTRY     -  US
 DP6599  USGS QUAD   -  RYE (2018)
 DP6599
 DP6599                         *CURRENT SURVEY CONTROL
 DP6599  ______________________________________________________________________
 DP6599* NAD 83(1986) POSITION- 27 35 19.5    (N) 082 15 04.8    (W)   HD_HELD2
 DP6599* NAVD 88 ORTHO HEIGHT -    38.443 (meters)      126.13  (feet) ADJUSTED
 DP6599  ______________________________________________________________________
 DP6599  GEOID HEIGHT    -        -24.884 (meters)                     GEOID18
 DP6599  DYNAMIC HEIGHT  -         38.385 (meters)      125.93  (feet) COMP
 DP6599  MODELED GRAVITY -    979,136.4   (mgal)                       NAVD 88
 DP6599
 DP6599  VERT ORDER      -  FIRST     CLASS II
 DP6599
 DP6599.The horizontal coordinates were established by autonomous hand held GPS
 DP6599.observations and have an estimated accuracy of +/- 10 meters.
 DP6599
 DP6599.The orthometric height was determined by differential leveling and
 DP6599.adjusted by the NATIONAL GEODETIC SURVEY
 DP6599.in April 2015.
 DP6599
 DP6599.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6599.GEOID18 height accuracy estimate available here.
 DP6599
 DP6599.Click photographs - Photos may exist for this station.
 DP6599
 DP6599.The dynamic height is computed by dividing the NAVD 88
 DP6599.geopotential number by the normal gravity value computed on the
 DP6599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6599.degrees latitude (g = 980.6199 gals.).
 DP6599
 DP6599.The modeled gravity was interpolated from observed gravity values.
 DP6599
 DP6599;                    North         East    Units  Estimated Accuracy
 DP6599;SPC FL W     -   360,664.      175,187.      MT  (+/- 10 meters HH2 GPS)
 DP6599
 DP6599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7649652272(NAD 83)
 DP6599
 DP6599                          SUPERSEDED SURVEY CONTROL
 DP6599
 DP6599.No superseded survey control is available for this station.
 DP6599
 DP6599_MARKER: DD = SURVEY DISK
 DP6599_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6599_STAMPING: 26090 A 2008
 DP6599_MARK LOGO: SWFWMD
 DP6599_PROJECTION: FLUSH
 DP6599_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6599+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2020
 DP6599_ROD/PIPE-DEPTH: 3.05 meters
 DP6599
 DP6599  HISTORY     - Date     Condition        Report By
 DP6599  HISTORY     - UNK      MONUMENTED       SWFWMD
 DP6599  HISTORY     - 20140326 GOOD             FLDEP
 DP6599  HISTORY     - 20201019 GOOD             FL-081
 DP6599
 DP6599                          STATION DESCRIPTION
 DP6599
 DP6599'DESCRIBED BY FL DEPT OF ENV PRO 2014 (JRH)
 DP6599'THE MARK IS ABOUT 8.8 MI (14.2 KM) NORTHEAST OF RYE, 7.9 MI (12.7 KM)
 DP6599'WEST OF DUETTE, 7.1 MI (11.4 KM) WEST OF KEENTOWN, IN SECTION 19,
 DP6599'TOWNSHIP 33 SOUTH, RANGE 21 EAST.
 DP6599'
 DP6599'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DP6599'62 INCH (157 CM) PARRISH, GO EAST ON STATE ROAD 62 FOR 3.85 MI (6.2
 DP6599'KM) TO THE JUNCTION OF CORBETT JOHN ROAD ON THE LEFT.  CONTINUE EAST
 DP6599'ON STATE ROAD 62 FOR 4.45 MI (7.2 KM) TO THE JUNCTION OF SAFFOLD ROAD
 DP6599'ON THE LEFT.  CONTINUE EAST ON STATE ROAD 62 FOR 2.55 MI (4.1 KM) TO A
 DP6599'TRAIL ROAD ON THE RIGHT.  TURN RIGHT ON THE TRAIL ROAD AND GO
 DP6599'SOUTHWEST FOR 0.15 MI (0.2 KM) TO THE MARK ON THE LEFT, AN ALUMINUM
 DP6599'ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP6599'12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 DP6599'LEVEL WITH THE TRAIL ROAD.
 DP6599'
 DP6599'LOCATED 103.7 FT (31.6 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DP6599'TRAIL ROAD, 41.3 FT (12.6 M) WEST-SOUTHWEST OF SURVEY MARK 26090 B,
 DP6599'2.5 FT (0.8 M) EAST OF THE WELL SHAFT NUMBER 26092 AND 0.5 FT (15 CM)
 DP6599'NORTH OF A CARSONITE WITNESS POST.
 DP6599'
 DP6599'NOTE A MAGNET WAS BURIED ON THE SOUTH EDGE OF THE MARK.
 DP6599
 DP6599                          STATION RECOVERY (2020)
 DP6599
 DP6599'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 DP6599'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6598 ***********************************************************************
 DP6598  DESIGNATION -  26090 B
 DP6598  PID         -  DP6598
 DP6598  STATE/COUNTY-  FL/MANATEE
 DP6598  COUNTRY     -  US
 DP6598  USGS QUAD   -  RYE (2018)
 DP6598
 DP6598                         *CURRENT SURVEY CONTROL
 DP6598  ______________________________________________________________________
 DP6598* NAD 83(1986) POSITION- 27 35 19.3    (N) 082 15 05.4    (W)   HD_HELD2
 DP6598* NAVD 88 ORTHO HEIGHT -    38.428 (meters)      126.08  (feet) ADJUSTED
 DP6598  ______________________________________________________________________
 DP6598  GEOID HEIGHT    -        -24.884 (meters)                     GEOID18
 DP6598  DYNAMIC HEIGHT  -         38.370 (meters)      125.89  (feet) COMP
 DP6598  MODELED GRAVITY -    979,136.4   (mgal)                       NAVD 88
 DP6598
 DP6598  VERT ORDER      -  FIRST     CLASS II
 DP6598
 DP6598.The horizontal coordinates were established by autonomous hand held GPS
 DP6598.observations and have an estimated accuracy of +/- 10 meters.
 DP6598
 DP6598.The orthometric height was determined by differential leveling and
 DP6598.adjusted by the NATIONAL GEODETIC SURVEY
 DP6598.in April 2015.
 DP6598
 DP6598.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6598.GEOID18 height accuracy estimate available here.
 DP6598
 DP6598.Click photographs - Photos may exist for this station.
 DP6598
 DP6598.The dynamic height is computed by dividing the NAVD 88
 DP6598.geopotential number by the normal gravity value computed on the
 DP6598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6598.degrees latitude (g = 980.6199 gals.).
 DP6598
 DP6598.The modeled gravity was interpolated from observed gravity values.
 DP6598
 DP6598;                    North         East    Units  Estimated Accuracy
 DP6598;SPC FL W     -   360,658.      175,170.      MT  (+/- 10 meters HH2 GPS)
 DP6598
 DP6598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7647952266(NAD 83)
 DP6598
 DP6598                          SUPERSEDED SURVEY CONTROL
 DP6598
 DP6598.No superseded survey control is available for this station.
 DP6598
 DP6598_MARKER: DD = SURVEY DISK
 DP6598_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6598_STAMPING: 26090 B 2008
 DP6598_MARK LOGO: SWFWMD
 DP6598_PROJECTION: RECESSED 5 CENTIMETERS
 DP6598_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6598+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2020
 DP6598_ROD/PIPE-DEPTH: 3.05 meters
 DP6598
 DP6598  HISTORY     - Date     Condition        Report By
 DP6598  HISTORY     - 2008     MONUMENTED       SFLWMD
 DP6598  HISTORY     - 20140326 GOOD             FLDEP
 DP6598  HISTORY     - 20201019 GOOD             FL-081
 DP6598
 DP6598                          STATION DESCRIPTION
 DP6598
 DP6598'DESCRIBED BY FL DEPT OF ENV PRO 2014 (JRH)
 DP6598'THE MARK IS ABOUT 8.8 MI (14.2 KM) NORTHEAST OF RYE, 7.9 MI (12.7 KM)
 DP6598'WEST OF DUETTE, 7.1 MI (11.4 KM) WEST OF KEENTOWN, IN SECTION 19,
 DP6598'TOWNSHIP 33 SOUTH, RANGE 21 EAST.
 DP6598'
 DP6598'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DP6598'62 INCH (157 CM) PARRISH, GO EAST ON STATE ROAD 62 FOR 3.85 MI (6.2
 DP6598'KM) TO THE JUNCTION OF CORBETT JOHN ROAD ON THE LEFT.  CONTINUE EAST
 DP6598'ON STATE ROAD 62 FOR 4.45 MI (7.2 KM) TO THE JUNCTION OF SAFFOLD ROAD
 DP6598'ON THE LEFT.  CONTINUE EAST ON STATE ROAD 62 FOR 2.55 MI (4.1 KM) TO A
 DP6598'TRAIL ROAD ON THE RIGHT.  TURN RIGHT ON THE TRAIL ROAD AND GO
 DP6598'SOUTHWEST FOR 0.15 MI (0.2 KM) TO THE MARK ON THE LEFT, AN ALUMINUM
 DP6598'ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP6598'12-INCH (30 CM) ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW
 DP6598'THE LEVEL OF THE GROUND AND LEVEL WITH THE TRAIL ROAD.
 DP6598'
 DP6598'LOCATED 63.6 FT (19.4 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DP6598'TRAIL ROAD, 41.3 FT (12.6 M) WEST-SOUTHWEST OF SURVEY MARK 26090 A,
 DP6598'6.3 FT (1.9 M) EAST OF THE WELL SHAFT NUMBER 26089 AND 0.4 FT (12 CM)
 DP6598'NORTH OF A CARSONITE WITNESS POST.
 DP6598'
 DP6598'NOTE A MAGNET WAS BURIED ON THE SOUTH EDGE OF THE MARK.
 DP6598
 DP6598                          STATION RECOVERY (2020)
 DP6598
 DP6598'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 DP6598'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0124 ***********************************************************************
 AG0124  DESIGNATION -  261
 AG0124  PID         -  AG0124
 AG0124  STATE/COUNTY-  FL/PINELLAS
 AG0124  COUNTRY     -  US
 AG0124  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0124
 AG0124                         *CURRENT SURVEY CONTROL
 AG0124  ______________________________________________________________________
 AG0124* NAD 83(1986) POSITION- 27 58 31.     (N) 082 43 47.     (W)   SCALED
 AG0124* NAVD 88 ORTHO HEIGHT -    15.546 (meters)       51.00  (feet) ADJUSTED
 AG0124  ______________________________________________________________________
 AG0124  GEOID HEIGHT    -        -24.760 (meters)                     GEOID18
 AG0124  DYNAMIC HEIGHT  -         15.523 (meters)       50.93  (feet) COMP
 AG0124  MODELED GRAVITY -    979,188.3   (mgal)                       NAVD 88
 AG0124
 AG0124  VERT ORDER      -  SECOND    CLASS II
 AG0124
 AG0124.The horizontal coordinates were scaled from a map and have
 AG0124.an estimated accuracy of +/- 6 seconds.
 AG0124
 AG0124.The orthometric height was determined by differential leveling and
 AG0124.adjusted by the NATIONAL GEODETIC SURVEY
 AG0124.in June 1991.
 AG0124
 AG0124.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0124.GEOID18 height accuracy estimate available here.
 AG0124
 AG0124.Click photographs - Photos may exist for this station.
 AG0124
 AG0124.The dynamic height is computed by dividing the NAVD 88
 AG0124.geopotential number by the normal gravity value computed on the
 AG0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0124.degrees latitude (g = 980.6199 gals.).
 AG0124
 AG0124.The modeled gravity was interpolated from observed gravity values.
 AG0124
 AG0124;                    North         East    Units  Estimated Accuracy
 AG0124;SPC FL W     -   403,680.      128,210.      MT  (+/- 180 meters Scaled)
 AG0124
 AG0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298956(NAD 83)
 AG0124
 AG0124                          SUPERSEDED SURVEY CONTROL
 AG0124
 AG0124  NGVD 29 (??/??/92)   15.808  (m)           51.86   (f) ADJ UNCH    2 2
 AG0124
 AG0124.Superseded values are not recommended for survey control.
 AG0124
 AG0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0124.See file dsdata.pdf to determine how the superseded data were derived.
 AG0124
 AG0124_MARKER: DD = SURVEY DISK
 AG0124_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0124_SP_SET: OVERPASS SIDEWALK
 AG0124_STAMPING: 261
 AG0124_MARK LOGO: FLHD
 AG0124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0124
 AG0124  HISTORY     - Date     Condition        Report By
 AG0124  HISTORY     - UNK      MONUMENTED       FLHD
 AG0124  HISTORY     - 1976     GOOD             FLDT
 AG0124
 AG0124                          STATION DESCRIPTION
 AG0124
 AG0124'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0124'AT CLEARWATER.
 AG0124'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AG0124'580, RUN SOUTHERLY ON U.S. 19 FOR 3.2 MILE TO THE NORTH END OF
 AG0124'THE SOUTH BOUND OVERPASS.  STATION ON LEFT, IN THE NE CORNER OF
 AG0124'THE SOUTH BOUND OVERPASS.  SET IN TOP OF CONCRETE SIDEWALK.
 AG0124'SECTION 7, T 29 S, R 16 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG8317 ***********************************************************************
 AG8317  DESIGNATION -  2612
 AG8317  PID         -  AG8317
 AG8317  STATE/COUNTY-  FL/SARASOTA
 AG8317  COUNTRY     -  US
 AG8317  USGS QUAD   -  BEE RIDGE (2018)
 AG8317
 AG8317                         *CURRENT SURVEY CONTROL
 AG8317  ______________________________________________________________________
 AG8317* NAD 83(1986) POSITION- 27 20 21.     (N) 082 26 00.     (W)   SCALED
 AG8317* NAVD 88 ORTHO HEIGHT -     5.570 (meters)       18.27  (feet) ADJUSTED
 AG8317  ______________________________________________________________________
 AG8317  GEOID HEIGHT    -        -24.435 (meters)                     GEOID18
 AG8317  DYNAMIC HEIGHT  -          5.562 (meters)       18.25  (feet) COMP
 AG8317  MODELED GRAVITY -    979,127.6   (mgal)                       NAVD 88
 AG8317
 AG8317  VERT ORDER      -  SECOND    CLASS II
 AG8317
 AG8317.The horizontal coordinates were scaled from a map and have
 AG8317.an estimated accuracy of +/- 6 seconds.
 AG8317
 AG8317.The orthometric height was determined by differential leveling and
 AG8317.adjusted by the NATIONAL GEODETIC SURVEY
 AG8317.in June 1991.
 AG8317
 AG8317.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG8317.GEOID18 height accuracy estimate available here.
 AG8317
 AG8317.Click photographs - Photos may exist for this station.
 AG8317
 AG8317.The dynamic height is computed by dividing the NAVD 88
 AG8317.geopotential number by the normal gravity value computed on the
 AG8317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG8317.degrees latitude (g = 980.6199 gals.).
 AG8317
 AG8317.The modeled gravity was interpolated from observed gravity values.
 AG8317
 AG8317;                    North         East    Units  Estimated Accuracy
 AG8317;SPC FL W     -   333,060.      157,120.      MT  (+/- 180 meters Scaled)
 AG8317
 AG8317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL582248(NAD 83)
 AG8317
 AG8317                          SUPERSEDED SURVEY CONTROL
 AG8317
 AG8317  NGVD 29 (09/01/92)    5.883  (m)           19.30   (f) ADJUSTED    2 2
 AG8317
 AG8317.Superseded values are not recommended for survey control.
 AG8317
 AG8317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG8317.See file dsdata.pdf to determine how the superseded data were derived.
 AG8317
 AG8317_MARKER: DD = SURVEY DISK
 AG8317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG8317_STAMPING: 2612
 AG8317_MARK LOGO: NONE
 AG8317_PROJECTION: FLUSH
 AG8317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG8317+STABILITY: SURFACE MOTION
 AG8317
 AG8317  HISTORY     - Date     Condition        Report By
 AG8317  HISTORY     - UNK      MONUMENTED       NONE
 AG8317  HISTORY     - 1983     GOOD             FLDT
 AG8317  HISTORY     - 20020305 MARK NOT FOUND   USPSQD
 AG8317  HISTORY     - 20070605 MARK NOT FOUND   FLDEP
 AG8317
 AG8317                          STATION DESCRIPTION
 AG8317
 AG8317'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1983
 AG8317'3.8 MI EAST FROM SARASOTA.
 AG8317'FROM THE INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 780, ABOUT
 AG8317'3.0 MILES EAST OF SARASOTA, GO EAST ALONG STATE ROAD 780 FOR 0.8 MILE
 AG8317'AND THE MARK.  IT IS 105.0 FEET NORTH OF THE CENTER OF STATE ROAD 780,
 AG8317'40.0 FEET EAST OF THE EAST POST FOR A METAL GATE AND 36.5 FEET
 AG8317'NORTHEAST OF THE EAST END OF A 48 INCH ROUND PIPE CULVERT.
 AG8317'THE MARK IS 0.7 FT  S FROM A WITNESS POST.
 AG8317
 AG8317                          STATION RECOVERY (2002)
 AG8317
 AG8317'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG8317'AREA COMPLETLY GROWN OVER
 AG8317
 AG8317                          STATION RECOVERY (2007)
 AG8317
 AG8317'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG8317'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6635 ***********************************************************************
 DP6635  DESIGNATION -  26121 A
 DP6635  PID         -  DP6635
 DP6635  STATE/COUNTY-  FL/MANATEE
 DP6635  COUNTRY     -  US
 DP6635  USGS QUAD   -  BRADENTON (2018)
 DP6635
 DP6635                         *CURRENT SURVEY CONTROL
 DP6635  ______________________________________________________________________
 DP6635* NAD 83(1986) POSITION- 27 25 10.9    (N) 082 34 56.7    (W)   HD_HELD2
 DP6635* NAVD 88 ORTHO HEIGHT -     2.331 (meters)        7.65  (feet) ADJUSTED
 DP6635  ______________________________________________________________________
 DP6635  GEOID HEIGHT    -        -24.430 (meters)                     GEOID18
 DP6635  DYNAMIC HEIGHT  -          2.327 (meters)        7.63  (feet) COMP
 DP6635  MODELED GRAVITY -    979,135.0   (mgal)                       NAVD 88
 DP6635
 DP6635  VERT ORDER      -  FIRST     CLASS II
 DP6635
 DP6635.The horizontal coordinates were established by autonomous hand held GPS
 DP6635.observations and have an estimated accuracy of +/- 10 meters.
 DP6635
 DP6635.The orthometric height was determined by differential leveling and
 DP6635.adjusted by the NATIONAL GEODETIC SURVEY
 DP6635.in April 2015.
 DP6635
 DP6635.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6635.GEOID18 height accuracy estimate available here.
 DP6635
 DP6635.Click photographs - Photos may exist for this station.
 DP6635
 DP6635.The dynamic height is computed by dividing the NAVD 88
 DP6635.geopotential number by the normal gravity value computed on the
 DP6635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6635.degrees latitude (g = 980.6199 gals.).
 DP6635
 DP6635.The modeled gravity was interpolated from observed gravity values.
 DP6635
 DP6635;                    North         East    Units  Estimated Accuracy
 DP6635;SPC FL W     -   342,041.      142,411.      MT  (+/- 10 meters HH2 GPS)
 DP6635
 DP6635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4357533916(NAD 83)
 DP6635
 DP6635                          SUPERSEDED SURVEY CONTROL
 DP6635
 DP6635.No superseded survey control is available for this station.
 DP6635
 DP6635_MARKER: DD = SURVEY DISK
 DP6635_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6635_STAMPING: 26121 A 2008
 DP6635_MARK LOGO: SWFWMD
 DP6635_PROJECTION: FLUSH
 DP6635_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP6635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6635+STABILITY: SURFACE MOTION
 DP6635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6635+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 DP6635_ROD/PIPE-DEPTH: 4.6 meters
 DP6635
 DP6635  HISTORY     - Date     Condition        Report By
 DP6635  HISTORY     - 20080422 MONUMENTED       SWFWMD
 DP6635  HISTORY     - 20140507 GOOD             FLDEP
 DP6635
 DP6635                          STATION DESCRIPTION
 DP6635
 DP6635'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6635'THE MARK IS ABOUT 7.0 MI (11.3 KM) SOUTH OF PALMETTO, 6.6 MI (10.6 KM)
 DP6635'NORTH-NORTHWEST OF SARASOTA, 5.5 MI (8.8 KM) SOUTH OF BRADENTON, IN
 DP6635'SECTION 22, TOWNSHIP 35 SOUTH, RANGE 17 EAST.
 DP6635'
 DP6635'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DP6635'ROAD 70 INCH (178 CM) ONECO, GO SOUTH ON U.S. HIGHWAY 41 FOR 2.0 MI
 DP6635'(3.2 KM) TO THE INTERSECTION OF 69TH AVENUE ON THE LEFT AND BAYVIEW
 DP6635'DRIVE ON THE RIGHT.  TURN RIGHT ON BAYVIEW DRIVE AND GO WEST FOR 0.4
 DP6635'MI (0.6 KM) TO THE JUNCTION OF AN ENTRANCE ROAD TO A MANATEE COUNTY
 DP6635'STORAGE FACILITY ON THE RIGHT.  TURN RIGHT ON THE ENTRANCE ROAD AND GO
 DP6635'NORTH FOR ABOUT 450.0 FT (137.2 M) TO A WELL SITE AND THE MARK, AN
 DP6635'ALUMINUM ROD DRIVEN TO A DEPTH OF 15.0 FT (4.6 M) WITH A SURVEY DISK
 DP6635'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT, FLUSH
 DP6635'WITH THE GROUND AND LEVEL WITH THE WELL SITE DRIVE.
 DP6635'
 DP6635'LOCATED 13.0 FT (4.0 M) SOUTH OF A CHAIN LINK FENCE, 10.6 FT (3.2 M)
 DP6635'NORTH OF SURVEY MARK 26121 B, 7.3 FT (2.2 M) WEST-NORTHWEST OF A
 DP6635'WOODEN POWER POLE, 1.9 FT (0.6 M) NORTH OF WELL CASING 26121 AND 0.8
 DP6635'FT (24 CM) NORTH OF A CARSONITE WITNESS POST.
 DP6635'
 DP6635'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6636 ***********************************************************************
 DP6636  DESIGNATION -  26121 B
 DP6636  PID         -  DP6636
 DP6636  STATE/COUNTY-  FL/MANATEE
 DP6636  COUNTRY     -  US
 DP6636  USGS QUAD   -  BRADENTON (2018)
 DP6636
 DP6636                         *CURRENT SURVEY CONTROL
 DP6636  ______________________________________________________________________
 DP6636* NAD 83(1986) POSITION- 27 25 10.8    (N) 082 34 56.8    (W)   HD_HELD2
 DP6636* NAVD 88 ORTHO HEIGHT -     2.379 (meters)        7.81  (feet) ADJUSTED
 DP6636  ______________________________________________________________________
 DP6636  GEOID HEIGHT    -        -24.430 (meters)                     GEOID18
 DP6636  DYNAMIC HEIGHT  -          2.375 (meters)        7.79  (feet) COMP
 DP6636  MODELED GRAVITY -    979,135.0   (mgal)                       NAVD 88
 DP6636
 DP6636  VERT ORDER      -  FIRST     CLASS II
 DP6636
 DP6636.The horizontal coordinates were established by autonomous hand held GPS
 DP6636.observations and have an estimated accuracy of +/- 10 meters.
 DP6636
 DP6636.The orthometric height was determined by differential leveling and
 DP6636.adjusted by the NATIONAL GEODETIC SURVEY
 DP6636.in April 2015.
 DP6636
 DP6636.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6636.GEOID18 height accuracy estimate available here.
 DP6636
 DP6636.Click photographs - Photos may exist for this station.
 DP6636
 DP6636.The dynamic height is computed by dividing the NAVD 88
 DP6636.geopotential number by the normal gravity value computed on the
 DP6636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6636.degrees latitude (g = 980.6199 gals.).
 DP6636
 DP6636.The modeled gravity was interpolated from observed gravity values.
 DP6636
 DP6636;                    North         East    Units  Estimated Accuracy
 DP6636;SPC FL W     -   342,038.      142,409.      MT  (+/- 10 meters HH2 GPS)
 DP6636
 DP6636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4357233913(NAD 83)
 DP6636
 DP6636                          SUPERSEDED SURVEY CONTROL
 DP6636
 DP6636.No superseded survey control is available for this station.
 DP6636
 DP6636_MARKER: DD = SURVEY DISK
 DP6636_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6636_STAMPING: 26121 B 2008
 DP6636_MARK LOGO: SWFWMD
 DP6636_PROJECTION: FLUSH
 DP6636_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP6636_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6636+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 DP6636_ROD/PIPE-DEPTH: 4.0 meters
 DP6636
 DP6636  HISTORY     - Date     Condition        Report By
 DP6636  HISTORY     - 20080422 MONUMENTED       SWFWMD
 DP6636  HISTORY     - 20140507 GOOD             FLDEP
 DP6636
 DP6636                          STATION DESCRIPTION
 DP6636
 DP6636'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6636'THE MARK IS ABOUT 7.0 MI (11.3 KM) SOUTH OF PALMETTO, 6.6 MI (10.6 KM)
 DP6636'NORTH-NORTHWEST OF SARASOTA, 5.5 MI (8.8 KM) SOUTH OF BRADENTON, IN
 DP6636'SECTION 22, TOWNSHIP 35 SOUTH, RANGE 17 EAST.
 DP6636'
 DP6636'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DP6636'ROAD 70 INCH (178 CM) ONECO, GO SOUTH ON U.S. HIGHWAY 41 FOR 2.0 MI
 DP6636'(3.2 KM) TO THE INTERSECTION OF 69TH AVENUE ON THE LEFT AND BAYVIEW
 DP6636'DRIVE ON THE RIGHT.  TURN RIGHT ON BAYVIEW DRIVE AND GO WEST FOR 0.4
 DP6636'MI (0.6 KM) TO THE JUNCTION OF AN ENTRANCE ROAD TO A MANATEE COUNTY
 DP6636'STORAGE FACILITY ON THE RIGHT.  TURN RIGHT ON THE ENTRANCE ROAD AND GO
 DP6636'NORTH FOR ABOUT 450.0 FT (137.2 M) TO A WELL SITE AND THE MARK, AN
 DP6636'ALUMINUM ROD DRIVEN TO A DEPTH OF 13.0 FT (4.0 M) WITH A SURVEY DISK
 DP6636'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT, FLUSH
 DP6636'WITH THE GROUND AND LEVEL WITH THE WELL SITE DRIVE.
 DP6636'
 DP6636'LOCATED 11.0 FT (3.4 M) SOUTHWEST OF A WOODEN POWER POLE, 10.6 FT (3.2
 DP6636'M) SOUTH OF SURVEY MARK 26121 A, 8.8 FT (2.7 M) SOUTH OF WELL CASING
 DP6636'26121, 0.8 FT (24 CM) SOUTH OF A METAL RAIN GAUGE POLE AND 0.5 FT (15
 DP6636'CM) EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 DP6636'
 DP6636'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6637 ***********************************************************************
 DP6637  DESIGNATION -  26126 A
 DP6637  PID         -  DP6637
 DP6637  STATE/COUNTY-  FL/MANATEE
 DP6637  COUNTRY     -  US
 DP6637  USGS QUAD   -  BRADENTON (2018)
 DP6637
 DP6637                         *CURRENT SURVEY CONTROL
 DP6637  ______________________________________________________________________
 DP6637* NAD 83(1986) POSITION- 27 26 14.3    (N) 082 33 01.0    (W)   HD_HELD2
 DP6637* NAVD 88 ORTHO HEIGHT -     5.606 (meters)       18.39  (feet) ADJUSTED
 DP6637  ______________________________________________________________________
 DP6637  GEOID HEIGHT    -        -24.474 (meters)                     GEOID18
 DP6637  DYNAMIC HEIGHT  -          5.598 (meters)       18.37  (feet) COMP
 DP6637  MODELED GRAVITY -    979,135.6   (mgal)                       NAVD 88
 DP6637
 DP6637  VERT ORDER      -  FIRST     CLASS II
 DP6637
 DP6637.The horizontal coordinates were established by autonomous hand held GPS
 DP6637.observations and have an estimated accuracy of +/- 10 meters.
 DP6637
 DP6637.The orthometric height was determined by differential leveling and
 DP6637.adjusted by the NATIONAL GEODETIC SURVEY
 DP6637.in April 2015.
 DP6637
 DP6637.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6637.GEOID18 height accuracy estimate available here.
 DP6637
 DP6637.Click photographs - Photos may exist for this station.
 DP6637
 DP6637.The dynamic height is computed by dividing the NAVD 88
 DP6637.geopotential number by the normal gravity value computed on the
 DP6637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6637.degrees latitude (g = 980.6199 gals.).
 DP6637
 DP6637.The modeled gravity was interpolated from observed gravity values.
 DP6637
 DP6637;                    North         East    Units  Estimated Accuracy
 DP6637;SPC FL W     -   343,978.      145,598.      MT  (+/- 10 meters HH2 GPS)
 DP6637
 DP6637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4677735827(NAD 83)
 DP6637
 DP6637                          SUPERSEDED SURVEY CONTROL
 DP6637
 DP6637.No superseded survey control is available for this station.
 DP6637
 DP6637_MARKER: DD = SURVEY DISK
 DP6637_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6637_STAMPING: 26126 A 2008
 DP6637_MARK LOGO: SWFWMD
 DP6637_PROJECTION: FLUSH
 DP6637_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP6637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6637+STABILITY: SURFACE MOTION
 DP6637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6637+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 DP6637_ROD/PIPE-DEPTH: 3.05 meters
 DP6637
 DP6637  HISTORY     - Date     Condition        Report By
 DP6637  HISTORY     - 20090421 MONUMENTED       SWFWMD
 DP6637  HISTORY     - 20140507 GOOD             FLDEP
 DP6637
 DP6637                          STATION DESCRIPTION
 DP6637
 DP6637'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6637'THE MARK IS ABOUT 7.1 MI (11.4 KM) NORTH OF SARASOTA, 5.9 MI (9.5 KM)
 DP6637'SOUTH-SOUTHEAST OF PALMETTO, 4.5 MI (7.2 KM) SOUTH-SOUTHEAST OF
 DP6637'BRADENTON, IN SECTION 13, TOWNSHIP 35 SOUTH, RANGE 17 EAST.
 DP6637'
 DP6637'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DP6637'ROAD 70 INCH (178 CM) ONECO, GO EAST ON STATE ROAD 70 FOR 1.75 MI (2.8
 DP6637'KM) TO THE INTERSECTION OF 15TH STREET EAST (COUNTY ROAD 638).  TURN
 DP6637'RIGHT ON 15TH STREET EAST AND GO SOUTH FOR 0.75 MI (1.2 KM) TO THE
 DP6637'JUNCTION OF 59TH AVENUE EAST ON THE RIGHT.  TURN RIGHT ON 59TH AVENUE
 DP6637'EAST AND GO WEST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DIRT
 DP6637'DRIVEWAY ON THE RIGHT.  TURN RIGHT ON THE DIRT DRIVEWAY AND GO
 DP6637'NORTHWEST FOR ABOUT 220.0 FT (67.1 M) TO A WELL SITE AND THE MARK, AN
 DP6637'ALUMINUM ROD DRIVEN TO A DEPTH OF 10.0 FT (3.0 M) WITH A SURVEY DISK
 DP6637'SET ON THE TOP AND IN OF A 12-INCH (30 CM) ROUND CONCRETE MONUMENT,
 DP6637'FLUSH WITH THE GROUND AND LEVEL WITH THE WELL SITE DRIVE.
 DP6637'
 DP6637'LOCATED 33.6 FT (10.2 M) SOUTH OF SURVEY MARK 26126 B, 29.8 FT (9.1 M)
 DP6637'NORTH-NORTHWEST OF THE APPROXIMATE CENTER OF A CHAIN LINK FENCE GATE,
 DP6637'14.0 FT (4.3 M) SOUTH OF WELL CASING 26125, 2.7 FT (0.8 M) NORTH OF
 DP6637'WELL CASING 26126 AND 0.6 FT (18 CM) EAST OF A CARSONITE WITNESS POST.
 DP6637'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6638 ***********************************************************************
 DP6638  DESIGNATION -  26126 B
 DP6638  PID         -  DP6638
 DP6638  STATE/COUNTY-  FL/MANATEE
 DP6638  COUNTRY     -  US
 DP6638  USGS QUAD   -  BRADENTON (2018)
 DP6638
 DP6638                         *CURRENT SURVEY CONTROL
 DP6638  ______________________________________________________________________
 DP6638* NAD 83(1986) POSITION- 27 26 14.6    (N) 082 33 00.8    (W)   HD_HELD2
 DP6638* NAVD 88 ORTHO HEIGHT -     5.556 (meters)       18.23  (feet) ADJUSTED
 DP6638  ______________________________________________________________________
 DP6638  GEOID HEIGHT    -        -24.474 (meters)                     GEOID18
 DP6638  DYNAMIC HEIGHT  -          5.548 (meters)       18.20  (feet) COMP
 DP6638  MODELED GRAVITY -    979,135.6   (mgal)                       NAVD 88
 DP6638
 DP6638  VERT ORDER      -  FIRST     CLASS II
 DP6638
 DP6638.The horizontal coordinates were established by autonomous hand held GPS
 DP6638.observations and have an estimated accuracy of +/- 10 meters.
 DP6638
 DP6638.The orthometric height was determined by differential leveling and
 DP6638.adjusted by the NATIONAL GEODETIC SURVEY
 DP6638.in April 2015.
 DP6638
 DP6638.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6638.GEOID18 height accuracy estimate available here.
 DP6638
 DP6638.Click photographs - Photos may exist for this station.
 DP6638
 DP6638.The dynamic height is computed by dividing the NAVD 88
 DP6638.geopotential number by the normal gravity value computed on the
 DP6638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6638.degrees latitude (g = 980.6199 gals.).
 DP6638
 DP6638.The modeled gravity was interpolated from observed gravity values.
 DP6638
 DP6638;                    North         East    Units  Estimated Accuracy
 DP6638;SPC FL W     -   343,987.      145,603.      MT  (+/- 10 meters HH2 GPS)
 DP6638
 DP6638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4678335836(NAD 83)
 DP6638
 DP6638                          SUPERSEDED SURVEY CONTROL
 DP6638
 DP6638.No superseded survey control is available for this station.
 DP6638
 DP6638_MARKER: DD = SURVEY DISK
 DP6638_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6638_STAMPING: 26126 B 2008
 DP6638_MARK LOGO: SWFWMD
 DP6638_PROJECTION: FLUSH
 DP6638_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP6638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6638+STABILITY: SURFACE MOTION
 DP6638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6638+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 DP6638_ROD/PIPE-DEPTH: 3.05 meters
 DP6638
 DP6638  HISTORY     - Date     Condition        Report By
 DP6638  HISTORY     - 20090421 MONUMENTED       SWFWMD
 DP6638  HISTORY     - 20140507 GOOD             FLDEP
 DP6638
 DP6638                          STATION DESCRIPTION
 DP6638
 DP6638'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6638'THE MARK IS ABOUT 7.1 MI (11.4 KM) NORTH OF SARASOTA, 5.9 MI (9.5 KM)
 DP6638'SOUTH-SOUTHEAST OF PALMETTO, 4.5 MI (7.2 KM) SOUTH-SOUTHEAST OF
 DP6638'BRADENTON, IN SECTION 13, TOWNSHIP 35 SOUTH, RANGE 17 EAST.
 DP6638'
 DP6638'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DP6638'ROAD 70 INCH (178 CM) ONECO, GO EAST ON STATE ROAD 70 FOR 1.75 MI (2.8
 DP6638'KM) TO THE INTERSECTION OF 15TH STREET EAST (COUNTY ROAD 638).  TURN
 DP6638'RIGHT ON 15TH STREET EAST AND GO SOUTH FOR 0.75 MI (1.2 KM) TO THE
 DP6638'JUNCTION OF 59TH AVENUE EAST ON THE RIGHT.  TURN RIGHT ON 59TH AVENUE
 DP6638'EAST AND GO WEST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DIRT
 DP6638'DRIVEWAY ON THE RIGHT.  TURN RIGHT ON THE DIRT DRIVEWAY AND GO
 DP6638'NORTHWEST FOR ABOUT 220.0 FT (67.1 M) TO A WELL SITE AND THE MARK, AN
 DP6638'ALUMINUM ROD DRIVEN TO A DEPTH OF 10.0 FT (3.0 M) WITH A SURVEY DISK
 DP6638'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT, FLUSH
 DP6638'WITH THE GROUND AND LEVEL WITH THE WELL SITE DRIVE.
 DP6638'
 DP6638'LOCATED 33.6 FT (10.2 M) NORTH OF SURVEY MARK 26126 A, 13.5 FT (4.1 M)
 DP6638'SOUTH OF WELL CASING 26126, 6.0 FT (1.8 M) EAST OF A CHAIN LINK FENCE,
 DP6638'3.3 FT (1.0 M) NORTH OF WELL CASING 26123 AND 0.6 FT (18 CM) EAST OF A
 DP6638'CARSONITE WITNESS POST.
 DP6638'
 DP6638'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6639 ***********************************************************************
 DP6639  DESIGNATION -  26156 A
 DP6639  PID         -  DP6639
 DP6639  STATE/COUNTY-  FL/MANATEE
 DP6639  COUNTRY     -  US
 DP6639  USGS QUAD   -  ANNA MARIA (2018)
 DP6639
 DP6639                         *CURRENT SURVEY CONTROL
 DP6639  ______________________________________________________________________
 DP6639* NAD 83(1986) POSITION- 27 31 25.4    (N) 082 38 39.0    (W)   HD_HELD2
 DP6639* NAVD 88 ORTHO HEIGHT -     1.117 (meters)        3.66  (feet) ADJUSTED
 DP6639  ______________________________________________________________________
 DP6639  GEOID HEIGHT    -        -24.435 (meters)                     GEOID18
 DP6639  DYNAMIC HEIGHT  -          1.116 (meters)        3.66  (feet) COMP
 DP6639  MODELED GRAVITY -    979,145.0   (mgal)                       NAVD 88
 DP6639
 DP6639  VERT ORDER      -  FIRST     CLASS II
 DP6639
 DP6639.The horizontal coordinates were established by autonomous hand held GPS
 DP6639.observations and have an estimated accuracy of +/- 10 meters.
 DP6639
 DP6639.The orthometric height was determined by differential leveling and
 DP6639.adjusted by the NATIONAL GEODETIC SURVEY
 DP6639.in April 2015.
 DP6639
 DP6639.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6639.GEOID18 height accuracy estimate available here.
 DP6639
 DP6639.Click photographs - Photos may exist for this station.
 DP6639
 DP6639.The dynamic height is computed by dividing the NAVD 88
 DP6639.geopotential number by the normal gravity value computed on the
 DP6639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6639.degrees latitude (g = 980.6199 gals.).
 DP6639
 DP6639.The modeled gravity was interpolated from observed gravity values.
 DP6639
 DP6639;                    North         East    Units  Estimated Accuracy
 DP6639;SPC FL W     -   353,598.      136,365.      MT  (+/- 10 meters HH2 GPS)
 DP6639
 DP6639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3762345521(NAD 83)
 DP6639
 DP6639                          SUPERSEDED SURVEY CONTROL
 DP6639
 DP6639.No superseded survey control is available for this station.
 DP6639
 DP6639_MARKER: DD = SURVEY DISK
 DP6639_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP6639_SP_SET: SIDEWALK
 DP6639_STAMPING: 26156 A 2014
 DP6639_MARK LOGO: FLDEP
 DP6639_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6639+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2026
 DP6639
 DP6639  HISTORY     - Date     Condition        Report By
 DP6639  HISTORY     - 20140508 MONUMENTED       FLDEP
 DP6639  HISTORY     - 20260213 GOOD             FGLDSV
 DP6639
 DP6639                          STATION DESCRIPTION
 DP6639
 DP6639'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6639'THE MARK IS ABOUT 5.4 MI (8.7 KM) NORTHEAST OF BRADENTON BEACH, 4.6 MI
 DP6639'(7.4 KM) WEST-NORTHWEST OF BRADENTON, 4.4 MI (7.1 KM) WEST OF
 DP6639'PALMETTO, IN SECTION 18, TOWNSHIP 34 SOUTH, RANGE 17 EAST.
 DP6639'
 DP6639'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND 75TH
 DP6639'STREET WEST (MANATEE AVENUE) AND U.S. HIGHWAY 41 (TAMIAMI TRAIL) IN
 DP6639'BRADENTON, GO WEST ON U.S. HIGHWAY 64 (MANATEE AVENUE) FOR 3.95 MI
 DP6639'(6.4 KM) TO THE INTERSECTION OF 75TH STREET NORTHWEST.  TURN RIGHT ON
 DP6639'75TH STREET NORTHWEST AND GO NORTH AND WESTERLY FOR 2.1 MI (3.4 KM) TO
 DP6639'THE ENTRANCE OF DESOTO NATIONAL PARK.  CONTINUE NORTH ON 75TH STREET
 DP6639'WEST FOR 0.1 MI (0.2 KM) TO THE NORTH END OF THE PARKING LOT AND A
 DP6639'WOODEN POLE FENCE ENTRANCE WITH A SIDEWALK WALKING TRAIL AT THE DESOTO
 DP6639'MEMORIAL VISITOR CENTER, NOW BY WALKING GO NORTHEAST ON THE WALKING
 DP6639'TRAIL FOR ABOUT 150.0 FT (45.7 M) TO A CONCRETE SLAB SUPPORTING A
 DP6639'DESOTO TRAIL INFORMATION SIGN AND THE MARK SET FLUSH IN THE TOP OF THE
 DP6639'SOUTHEAST CORNER OF A CONCRETE SIDEWALK AROUND THE SLAB SUPPORTING A
 DP6639'DESOTO TRAIL INFORMATION SIGN AND LEVEL WITH THE WALKING TRAIL.
 DP6639'
 DP6639'LOCATED 179.8 FT (54.8 M) EAST-SOUTHEAST OF SURVEY MARK 26156 B, 156.6
 DP6639'FT (47.7 M) EAST-NORTHEAST OF A FLAG POLE, 140.0 FT (42.7 M) EAST OF
 DP6639'THE APPROXIMATE CENTERLINE OF THE WOODEN POLE FENCE ENTRANCE TO THE
 DP6639'DESOTO MEMORIAL VISITOR CENTER, 56.7 FT (17.3 M) SOUTHWEST OF THE
 DP6639'SOUTHWEST CORNER OF THE DESOTO MEMORIAL VISITOR CENTER BUILDING AND
 DP6639'0.6 FT (18 CM) NORTHWEST OF THE SOUTHEAST CORNER OF A 19.0 FT (5.8 M)
 DP6639'X 12.0 FT (3.7 M) CONCRETE SIDEWALK AROUND THE SLAB SUPPORTING A
 DP6639'DESOTO TRAIL INFORMATION SIGN.
 DP6639
 DP6639                          STATION RECOVERY (2026)
 DP6639
 DP6639'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2026 (JKI)
 DP6639'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6640 ***********************************************************************
 DP6640  DESIGNATION -  26156 B
 DP6640  PID         -  DP6640
 DP6640  STATE/COUNTY-  FL/MANATEE
 DP6640  COUNTRY     -  US
 DP6640  USGS QUAD   -  ANNA MARIA (2018)
 DP6640
 DP6640                         *CURRENT SURVEY CONTROL
 DP6640  ______________________________________________________________________
 DP6640* NAD 83(1986) POSITION- 27 31 25.7    (N) 082 38 40.9    (W)   HD_HELD2
 DP6640* NAVD 88 ORTHO HEIGHT -     1.419 (meters)        4.66  (feet) ADJUSTED
 DP6640  ______________________________________________________________________
 DP6640  GEOID HEIGHT    -        -24.435 (meters)                     GEOID18
 DP6640  DYNAMIC HEIGHT  -          1.417 (meters)        4.65  (feet) COMP
 DP6640  MODELED GRAVITY -    979,145.0   (mgal)                       NAVD 88
 DP6640
 DP6640  VERT ORDER      -  FIRST     CLASS II
 DP6640
 DP6640.The horizontal coordinates were established by autonomous hand held GPS
 DP6640.observations and have an estimated accuracy of +/- 10 meters.
 DP6640
 DP6640.The orthometric height was determined by differential leveling and
 DP6640.adjusted by the NATIONAL GEODETIC SURVEY
 DP6640.in April 2015.
 DP6640
 DP6640.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6640.GEOID18 height accuracy estimate available here.
 DP6640
 DP6640.Click photographs - Photos may exist for this station.
 DP6640
 DP6640.The dynamic height is computed by dividing the NAVD 88
 DP6640.geopotential number by the normal gravity value computed on the
 DP6640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6640.degrees latitude (g = 980.6199 gals.).
 DP6640
 DP6640.The modeled gravity was interpolated from observed gravity values.
 DP6640
 DP6640;                    North         East    Units  Estimated Accuracy
 DP6640;SPC FL W     -   353,608.      136,313.      MT  (+/- 10 meters HH2 GPS)
 DP6640
 DP6640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3757145531(NAD 83)
 DP6640
 DP6640                          SUPERSEDED SURVEY CONTROL
 DP6640
 DP6640.No superseded survey control is available for this station.
 DP6640
 DP6640_MARKER: DD = SURVEY DISK
 DP6640_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6640_STAMPING: 26156 B 2014
 DP6640_MARK LOGO: SFLWMD
 DP6640_PROJECTION: RECESSED 10 CENTIMETERS
 DP6640_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6640+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2014
 DP6640_ROD/PIPE-DEPTH: 9.9 meters
 DP6640
 DP6640  HISTORY     - Date     Condition        Report By
 DP6640  HISTORY     - 20140508 MONUMENTED       FLDEP
 DP6640
 DP6640                          STATION DESCRIPTION
 DP6640
 DP6640'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6640'THE MARK IS ABOUT 5.4 MI (8.7 KM) NORTHEAST OF BRADENTON BEACH, 4.6 MI
 DP6640'(7.4 KM) WEST-NORTHWEST OF BRADENTON, 4.4 MI (7.1 KM) WEST OF
 DP6640'PALMETTO, IN SECTION 13, TOWNSHIP 34 SOUTH, RANGE 16 EAST.
 DP6640'
 DP6640'TO REACH THE MARK FROM FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND
 DP6640'75TH STREET WEST (MANATEE AVENUE) AND U.S. HIGHWAY 41 (TAMIAMI TRAIL)
 DP6640'IN BRADENTON, GO WEST ON U.S. HIGHWAY 64 (MANATEE AVENUE) FOR 3.95 MI
 DP6640'(6.4 KM) TO THE INTERSECTION OF 75TH STREET NORTHWEST, TURN RIGHT ON
 DP6640'75TH STREET NORTHWEST AND GO NORTH AND WESTERLY FOR 2.1 MI (3.4 KM) TO
 DP6640'THE ENTRANCE OF DESOTO NATIONAL PARK, CONTINUE NORTH ON 75TH STREET
 DP6640'WEST FOR 0.1 MI (0.2 KM) TO THE NORTH END OF THE PARKING LOT AND A
 DP6640'WOODEN POLE FENCE ENTRANCE WITH A SIDEWALK WALKING TRAIL AT THE DESOTO
 DP6640'MEMORIAL VISITOR CENTER, NOW BY WALKING GO NORTHWEST THROUGH THE
 DP6640'ENTRANCE AND GO NORTHWEST FOR ABOUT 90.0 FT (27.4 M) TO A DIM TRAIL
 DP6640'LEADING TO THE MANATEE RIVER SHORELINE AND THE MARK ON THE RIGHT, AN
 DP6640'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 32.5 FT (9.9 M) WITH A
 DP6640'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP6640'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.4 FT (12 CM) BELOW THE
 DP6640'LEVEL WITH THE GROUND AND 0.6 FT (18 CM) ABOVE THE LEVEL OF THE DIM
 DP6640'TRAIL.
 DP6640'
 DP6640'LOCATED 179.8 FT (54.8 M) WEST-NORTHWEST OF SURVEY MARK 26156 A, 92.8
 DP6640'FT (28.3 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 DP6640'WOODEN POLE FENCE ENTRANCE TO THE DESOTO MEMORIAL VISITOR CENTER, 15.0
 DP6640'FT (4.6 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE DIM TRAIL
 DP6640'LEADING TO THE MANATEE RIVER SHORELINE, 13.3 FT (4.1 M)
 DP6640'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A TIKI HUT AND 6.2 FT (1.9
 DP6640'M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DP6640'
 DP6640'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6640'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6729 ***********************************************************************
 DP6729  DESIGNATION -  26159
 DP6729  PID         -  DP6729
 DP6729  STATE/COUNTY-  FL/MANATEE
 DP6729  COUNTRY     -  US
 DP6729  USGS QUAD   -  VERNA (2018)
 DP6729
 DP6729                         *CURRENT SURVEY CONTROL
 DP6729  ______________________________________________________________________
 DP6729* NAD 83(1986) POSITION- 27 23 54.4    (N) 082 18 09.5    (W)   HD_HELD2
 DP6729* NAVD 88 ORTHO HEIGHT -    24.808 (meters)       81.39  (feet) ADJUSTED
 DP6729  ______________________________________________________________________
 DP6729  GEOID HEIGHT    -        -24.599 (meters)                     GEOID18
 DP6729  DYNAMIC HEIGHT  -         24.770 (meters)       81.27  (feet) COMP
 DP6729  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 DP6729
 DP6729  VERT ORDER      -  SECOND    CLASS I
 DP6729
 DP6729.The horizontal coordinates were established by autonomous hand held GPS
 DP6729.observations and have an estimated accuracy of +/- 10 meters.
 DP6729
 DP6729.The orthometric height was determined by differential leveling and
 DP6729.adjusted by the NATIONAL GEODETIC SURVEY
 DP6729.in June 2015.
 DP6729
 DP6729.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6729.GEOID18 height accuracy estimate available here.
 DP6729
 DP6729.Click photographs - Photos may exist for this station.
 DP6729
 DP6729.The dynamic height is computed by dividing the NAVD 88
 DP6729.geopotential number by the normal gravity value computed on the
 DP6729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6729.degrees latitude (g = 980.6199 gals.).
 DP6729
 DP6729.The modeled gravity was interpolated from observed gravity values.
 DP6729
 DP6729;                    North         East    Units  Estimated Accuracy
 DP6729;SPC FL W     -   339,588.      170,070.      MT  (+/- 10 meters HH2 GPS)
 DP6729
 DP6729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7121031241(NAD 83)
 DP6729
 DP6729                          SUPERSEDED SURVEY CONTROL
 DP6729
 DP6729.No superseded survey control is available for this station.
 DP6729
 DP6729_MARKER: DD = SURVEY DISK
 DP6729_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6729_STAMPING: 26159 2014
 DP6729_MARK LOGO: SFLWMD
 DP6729_PROJECTION: RECESSED 3 CENTIMETERS
 DP6729_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6729+STABILITY: SURFACE MOTION
 DP6729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6729+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2014
 DP6729_ROD/PIPE-DEPTH: 9.0 meters
 DP6729
 DP6729  HISTORY     - Date     Condition        Report By
 DP6729  HISTORY     - 20140408 MONUMENTED       FLDEP
 DP6729  HISTORY     - 20170609 GOOD             MCKIM
 DP6729
 DP6729                          STATION DESCRIPTION
 DP6729
 DP6729'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6729'THE MARK IS ABOUT 6.3 MI (10.1 KM) NORTH-NORTHWEST OF OLD MYAKKA, 6.2
 DP6729'MI (10.0 KM) EAST-SOUTHEAST OF LORRAINE, 2.3 MI (3.7 KM)
 DP6729'WEST-NORTHWEST OF VERNA, IN SECTION 34, TOWNSHIP 35 SOUTH, RANGE 20
 DP6729'EAST.
 DP6729'
 DP6729'THE MARK IS AT THE JUNCTION OF STATE ROAD 70 AND COUNTY ROAD 675,
 DP6729'ABOUT 9.3 MI (15.0 KM) NORTHWEST OF MYAKKA CITY, NEAR THE SOUTHEAST
 DP6729'CORNER OF A TRIANGULAR MEDIAN IS A CONCRETE HEADWALL, A WELL SITE AND
 DP6729'THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 29.5 FT (9.0
 DP6729'M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP6729'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.1 FT (3 CM)
 DP6729'BELOW THE LEVEL OF THE GROUND AND ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL
 DP6729'OF STATE ROAD 70.
 DP6729'
 DP6729'LOCATED 102.0 FT (31.1 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DP6729'STATE ROAD 70, 45.0 FT (13.7 M) SOUTHWEST OF THE APPROXIMATE
 DP6729'CENTERLINE OF COUNTY ROAD 675 NORTHBOUND LANES, 2.9 FT (0.9 M)
 DP6729'NORTH-NORTHWEST OF WELL CASING NUMBER 26159 AND 1.2 FT (0.4 M)
 DP6729'NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 DP6729'
 DP6729'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6729'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP6729
 DP6729                          STATION RECOVERY (2017)
 DP6729
 DP6729'RECOVERY NOTE BY MCKIM AND CREED 2017 (CJB)
 DP6729'SURVEY GRADE POSITION SPC FLW (+/- 1')
 DP6729'NORTH 1114134
 DP6729'EAST 557963
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6747 ***********************************************************************
 DP6747  DESIGNATION -  26160
 DP6747  PID         -  DP6747
 DP6747  STATE/COUNTY-  FL/MANATEE
 DP6747  COUNTRY     -  US
 DP6747  USGS QUAD   -  VERNA (2018)
 DP6747
 DP6747                         *CURRENT SURVEY CONTROL
 DP6747  ______________________________________________________________________
 DP6747* NAD 83(1986) POSITION- 27 24 05.1    (N) 082 16 16.2    (W)   HD_HELD2
 DP6747* NAVD 88 ORTHO HEIGHT -    29.544 (meters)       96.93  (feet) ADJUSTED
 DP6747  ______________________________________________________________________
 DP6747  GEOID HEIGHT    -        -24.616 (meters)                     GEOID18
 DP6747  DYNAMIC HEIGHT  -         29.499 (meters)       96.78  (feet) COMP
 DP6747  MODELED GRAVITY -    979,127.8   (mgal)                       NAVD 88
 DP6747
 DP6747  VERT ORDER      -  SECOND    CLASS I
 DP6747
 DP6747.The horizontal coordinates were established by autonomous hand held GPS
 DP6747.observations and have an estimated accuracy of +/- 10 meters.
 DP6747
 DP6747.The orthometric height was determined by differential leveling and
 DP6747.adjusted by the NATIONAL GEODETIC SURVEY
 DP6747.in June 2015.
 DP6747
 DP6747.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6747.GEOID18 height accuracy estimate available here.
 DP6747
 DP6747.Click photographs - Photos may exist for this station.
 DP6747
 DP6747.The dynamic height is computed by dividing the NAVD 88
 DP6747.geopotential number by the normal gravity value computed on the
 DP6747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6747.degrees latitude (g = 980.6199 gals.).
 DP6747
 DP6747.The modeled gravity was interpolated from observed gravity values.
 DP6747
 DP6747;                    North         East    Units  Estimated Accuracy
 DP6747;SPC FL W     -   339,910.      173,183.      MT  (+/- 10 meters HH2 GPS)
 DP6747
 DP6747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7432531538(NAD 83)
 DP6747
 DP6747                          SUPERSEDED SURVEY CONTROL
 DP6747
 DP6747.No superseded survey control is available for this station.
 DP6747
 DP6747_MARKER: DD = SURVEY DISK
 DP6747_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6747_STAMPING: 26160 2014
 DP6747_MARK LOGO: SWFWMD
 DP6747_PROJECTION: RECESSED 8 CENTIMETERS
 DP6747_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6747+STABILITY: SURFACE MOTION
 DP6747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6747+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2014
 DP6747_ROD/PIPE-DEPTH: 8.4 meters
 DP6747
 DP6747  HISTORY     - Date     Condition        Report By
 DP6747  HISTORY     - 20140409 MONUMENTED       FLDEP
 DP6747
 DP6747                          STATION DESCRIPTION
 DP6747
 DP6747'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6747'THE MARK IS ABOUT 7.6 MI (12.2 KM) WEST-NORTHWEST OF MYAKKA CITY, 6.1
 DP6747'MI (9.8 KM) NORTH OF OLD MYAKKA, 1.0 MI (1.6 KM) NORTH OF VERNA, IN
 DP6747'SECTION 26, TOWNSHIP 35 SOUTH, RANGE 20 EAST.
 DP6747'
 DP6747'TO REACH THE MARK FROM THE WESTERNMOST JUNCTION OF STATE ROAD 70 AND
 DP6747'COUNTY ROAD 675, ABOUT 9.3 MI (15.0 KM) NORTHWEST OF MYAKKA CITY, GO
 DP6747'SOUTHEAST ON STATE ROAD 70 FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF
 DP6747'VERNA BETHANY ROAD ON THE LEFT.  TURN LEFT ON VERNA BETHANY ROAD AND
 DP6747'GO NORTH FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF CROSBY ROAD ON THE
 DP6747'RIGHT, A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM
 DP6747'ROD DRIVEN TO REFUSAL AT A DEPTH OF 27.5 FT (8.4 M) WITH A SURVEY DISK
 DP6747'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP6747'1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DP6747'GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF VERNA BETHANY ROAD.
 DP6747'LOCATED 59.8 FT (18.2 M) WEST OF SURVEY MARK CITRUS SPRINGS, 24.0 FT
 DP6747'(7.3 M) WEST OF THE APPROXIMATE CENTERLINE OF VERNA BETHANY ROAD, 14.0
 DP6747'FT (4.3 M) NORTH OF THE APPROXIMATE EXTENDED CENTERLINE OF CROSBY
 DP6747'ROAD, 3.7 FT (1.1 M) SOUTH OF WELL CASING 26160 AND 1.5 FT (0.5 M)
 DP6747'SOUTH OF A CARSONITE WITNESS POST.
 DP6747'
 DP6747'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6747'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6701 ***********************************************************************
 DP6701  DESIGNATION -  26170 A
 DP6701  PID         -  DP6701
 DP6701  STATE/COUNTY-  FL/MANATEE
 DP6701  COUNTRY     -  US
 DP6701  USGS QUAD   -  VERNA (2018)
 DP6701
 DP6701                         *CURRENT SURVEY CONTROL
 DP6701  ______________________________________________________________________
 DP6701* NAD 83(1986) POSITION- 27 27 28.7    (N) 082 15 25.7    (W)   HD_HELD2
 DP6701* NAVD 88 ORTHO HEIGHT -    22.601 (meters)       74.15  (feet) ADJUSTED
 DP6701  ______________________________________________________________________
 DP6701  GEOID HEIGHT    -        -24.708 (meters)                     GEOID18
 DP6701  DYNAMIC HEIGHT  -         22.566 (meters)       74.04  (feet) COMP
 DP6701  MODELED GRAVITY -    979,131.2   (mgal)                       NAVD 88
 DP6701
 DP6701  VERT ORDER      -  SECOND    CLASS I
 DP6701
 DP6701.The horizontal coordinates were established by autonomous hand held GPS
 DP6701.observations and have an estimated accuracy of +/- 10 meters.
 DP6701
 DP6701.The orthometric height was determined by differential leveling and
 DP6701.adjusted by the NATIONAL GEODETIC SURVEY
 DP6701.in June 2015.
 DP6701
 DP6701.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6701.GEOID18 height accuracy estimate available here.
 DP6701
 DP6701.Click photographs - Photos may exist for this station.
 DP6701
 DP6701.The dynamic height is computed by dividing the NAVD 88
 DP6701.geopotential number by the normal gravity value computed on the
 DP6701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6701.degrees latitude (g = 980.6199 gals.).
 DP6701
 DP6701.The modeled gravity was interpolated from observed gravity values.
 DP6701
 DP6701;                    North         East    Units  Estimated Accuracy
 DP6701;SPC FL W     -   346,174.      174,583.      MT  (+/- 10 meters HH2 GPS)
 DP6701
 DP6701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7577637789(NAD 83)
 DP6701
 DP6701                          SUPERSEDED SURVEY CONTROL
 DP6701
 DP6701.No superseded survey control is available for this station.
 DP6701
 DP6701_MARKER: DD = SURVEY DISK
 DP6701_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6701_STAMPING: 26170 A 2008
 DP6701_MARK LOGO: SWFWMD
 DP6701_PROJECTION: RECESSED 5 CENTIMETERS
 DP6701_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6701+STABILITY: SURFACE MOTION
 DP6701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6701+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2014
 DP6701_ROD/PIPE-DEPTH: 3.05 meters
 DP6701
 DP6701  HISTORY     - Date     Condition        Report By
 DP6701  HISTORY     - 20080916 MONUMENTED       SWFWMD
 DP6701  HISTORY     - 20140325 GOOD             FLDEP
 DP6701
 DP6701                          STATION DESCRIPTION
 DP6701
 DP6701'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6701'THE MARK IS ABOUT 8.7 MI (14.0 KM) EAST-NORTHEAST OF LORRAINE, 7.8 MI
 DP6701'(12.6 KM) EAST-SOUTHEAST OF RYE, 4.9 MI (7.9 KM) NORTH OF VERNA, IN
 DP6701'SECTION 12, TOWNSHIP 35 SOUTH, RANGE 20 EAST.  NOTE A KEY CAN BE
 DP6701'OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT PHONE
 DP6701'NUMBER IS (352-796-7211).
 DP6701'
 DP6701'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 DP6701'ROAD 64 ON THE EAST SIDE OF BRADENTON, GO EAST ON STATE ROAD 64
 DP6701'(MANATEE AVENUE EAST) FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF UPPER
 DP6701'ROAD ON THE LEFT.  CONTINUE EAST ON STATE ROAD 64 FOR 2.65 MI (4.3 KM)
 DP6701'TO THE JUNCTION OF LORRAINE ROAD ON THE RIGHT.  CONTINUE EAST ON STATE
 DP6701'ROAD 64 FOR 6.05 MI (9.7 KM) TO THE JUNCTION OF COUNTY ROAD 675 NORTH
 DP6701'ON THE LEFT.  CONTINUE EAST ON STATE ROAD 64 FOR 1.8 MI (2.9 KM) TO
 DP6701'THE JUNCTION OF VERNA BETHANY ROAD ON THE RIGHT.  TURN RIGHT ON VERNA
 DP6701'BETHANY ROAD AND GO SOUTH FOR 1.1 MI (1.8 KM) TO THE INTERSECTION OF
 DP6701'45TH AVENUE.  TURN LEFT ON 45TH AVENUE AND GO EAST FOR 0.8 MI (1.3 KM)
 DP6701'TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT WITH A LOCKED GATE.  TURN
 DP6701'RIGHT ON THE DIRT ROAD AND GO SOUTH PASSING THROUGH THE LOCKED GATE
 DP6701'FOR ABOUT 196.0 FT (59.7 M) TO THE MARK, AN ALUMINUM ROD DRIVEN INTO
 DP6701'THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP6701'ROUND CONCRETE MONUMENT, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DP6701'GROUND.
 DP6701'
 DP6701'LOCATED 85.0 FT (25.9 M) WEST OF A NORTH AND SOUTH BARBED WIRE FENCE,
 DP6701'48.0 FT (14.6 M) NORTH-NORTHWEST OF SURVEY MARK 26170 B 2008, 47.5 FT
 DP6701'(14.5 M) NORTH-NORTHWEST OF THE CENTER OF AN ELECTRICAL BOX AND 0.5 FT
 DP6701'(15 CM) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6700 ***********************************************************************
 DP6700  DESIGNATION -  26170 B
 DP6700  PID         -  DP6700
 DP6700  STATE/COUNTY-  FL/MANATEE
 DP6700  COUNTRY     -  US
 DP6700  USGS QUAD   -  VERNA (2018)
 DP6700
 DP6700                         *CURRENT SURVEY CONTROL
 DP6700  ______________________________________________________________________
 DP6700* NAD 83(1986) POSITION- 27 27 28.1    (N) 082 15 25.5    (W)   HD_HELD2
 DP6700* NAVD 88 ORTHO HEIGHT -    22.443 (meters)       73.63  (feet) ADJUSTED
 DP6700  ______________________________________________________________________
 DP6700  GEOID HEIGHT    -        -24.707 (meters)                     GEOID18
 DP6700  DYNAMIC HEIGHT  -         22.409 (meters)       73.52  (feet) COMP
 DP6700  MODELED GRAVITY -    979,131.2   (mgal)                       NAVD 88
 DP6700
 DP6700  VERT ORDER      -  SECOND    CLASS I
 DP6700
 DP6700.The horizontal coordinates were established by autonomous hand held GPS
 DP6700.observations and have an estimated accuracy of +/- 10 meters.
 DP6700
 DP6700.The orthometric height was determined by differential leveling and
 DP6700.adjusted by the NATIONAL GEODETIC SURVEY
 DP6700.in June 2015.
 DP6700
 DP6700.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6700.GEOID18 height accuracy estimate available here.
 DP6700
 DP6700.Click photographs - Photos may exist for this station.
 DP6700
 DP6700.The dynamic height is computed by dividing the NAVD 88
 DP6700.geopotential number by the normal gravity value computed on the
 DP6700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6700.degrees latitude (g = 980.6199 gals.).
 DP6700
 DP6700.The modeled gravity was interpolated from observed gravity values.
 DP6700
 DP6700;                    North         East    Units  Estimated Accuracy
 DP6700;SPC FL W     -   346,155.      174,589.      MT  (+/- 10 meters HH2 GPS)
 DP6700
 DP6700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7578137771(NAD 83)
 DP6700
 DP6700                          SUPERSEDED SURVEY CONTROL
 DP6700
 DP6700.No superseded survey control is available for this station.
 DP6700
 DP6700_MARKER: DD = SURVEY DISK
 DP6700_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6700_STAMPING: 26170 B 2008
 DP6700_MARK LOGO: SWFWMD
 DP6700_PROJECTION: RECESSED 5 CENTIMETERS
 DP6700_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6700+STABILITY: SURFACE MOTION
 DP6700_ROD/PIPE-DEPTH: 3.05 meters
 DP6700
 DP6700  HISTORY     - Date     Condition        Report By
 DP6700  HISTORY     - 20080916 MONUMENTED       SWFWMD
 DP6700  HISTORY     - 20140325 GOOD             FLDEP
 DP6700
 DP6700                          STATION DESCRIPTION
 DP6700
 DP6700'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6700'THE MARK IS ABOUT 8.7 MI (14.0 KM) EAST-NORTHEAST OF LORRAINE, 7.8 MI
 DP6700'(12.6 KM) EAST-SOUTHEAST OF RYE, 4.9 MI (7.9 KM) NORTH OF VERNA, IN
 DP6700'SECTION 12, TOWNSHIP 35 SOUTH, RANGE 20 EAST.  NOTE A KEY CAN BE
 DP6700'OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT PHONE
 DP6700'NUMBER IS (352-796-7211).
 DP6700'
 DP6700'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 DP6700'ROAD 64 ON THE EAST SIDE OF BRADENTON, GO EAST ON STATE ROAD 64
 DP6700'(MANATEE AVENUE EAST) FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF UPPER
 DP6700'ROAD ON THE LEFT.  CONTINUE EAST ON STATE ROAD 64 FOR 2.65 MI (4.3 KM)
 DP6700'TO THE JUNCTION OF LORRAINE ROAD ON THE RIGHT.  CONTINUE EAST ON STATE
 DP6700'ROAD 64 FOR 6.05 MI (9.7 KM) TO THE JUNCTION OF COUNTY ROAD 675 NORTH
 DP6700'ON THE LEFT.  CONTINUE EAST ON STATE ROAD 64 FOR 1.8 MI (2.9 KM) TO
 DP6700'THE JUNCTION OF VERNA BETHANY ROAD ON THE RIGHT.  TURN RIGHT ON VERNA
 DP6700'BETHANY ROAD AND GO SOUTH FOR 1.1 MI (1.8 KM) TO THE INTERSECTION OF
 DP6700'45TH AVENUE.  TURN LEFT ON 45TH AVENUE AND GO EAST FOR 0.8 MI (1.3 KM)
 DP6700'TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT WITH A LOCKED GATE.  TURN
 DP6700'RIGHT ON THE DIRT ROAD AND GO SOUTH PASSING THROUGH THE LOCKED GATE
 DP6700'FOR ABOUT 140.0 FT (42.7 M) TO THE MARK, AN ALUMINUM ROD DRIVEN INTO
 DP6700'THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP6700'ROUND CONCRETE MONUMENT, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DP6700'GROUND.
 DP6700'
 DP6700'LOCATED 63.3 FT (19.3 M) WEST OF A NORTH AND SOUTH BARBED WIRE FENCE,
 DP6700'48.0 FT (14.6 M) SOUTH-SOUTHEAST OF SURVEY MARK 26170 A 2008, 6.1 FT
 DP6700'(1.9 M) EAST OF THE CENTER OF AN ELECTRICAL PANEL BOX AND 0.5 FT (15
 DP6700'CM) WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0125 ***********************************************************************
 AG0125  DESIGNATION -  262
 AG0125  PID         -  AG0125
 AG0125  STATE/COUNTY-  FL/PINELLAS
 AG0125  COUNTRY     -  US
 AG0125  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0125
 AG0125                         *CURRENT SURVEY CONTROL
 AG0125  ______________________________________________________________________
 AG0125* NAD 83(1986) POSITION- 27 58 31.     (N) 082 43 47.     (W)   SCALED
 AG0125* NAVD 88 ORTHO HEIGHT -    15.547 (meters)       51.01  (feet) ADJUSTED
 AG0125  ______________________________________________________________________
 AG0125  GEOID HEIGHT    -        -24.760 (meters)                     GEOID18
 AG0125  DYNAMIC HEIGHT  -         15.524 (meters)       50.93  (feet) COMP
 AG0125  MODELED GRAVITY -    979,188.3   (mgal)                       NAVD 88
 AG0125
 AG0125  VERT ORDER      -  SECOND    CLASS II
 AG0125
 AG0125.The horizontal coordinates were scaled from a map and have
 AG0125.an estimated accuracy of +/- 6 seconds.
 AG0125
 AG0125.The orthometric height was determined by differential leveling and
 AG0125.adjusted by the NATIONAL GEODETIC SURVEY
 AG0125.in June 1991.
 AG0125
 AG0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0125.GEOID18 height accuracy estimate available here.
 AG0125
 AG0125.Click photographs - Photos may exist for this station.
 AG0125
 AG0125.The dynamic height is computed by dividing the NAVD 88
 AG0125.geopotential number by the normal gravity value computed on the
 AG0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0125.degrees latitude (g = 980.6199 gals.).
 AG0125
 AG0125.The modeled gravity was interpolated from observed gravity values.
 AG0125
 AG0125;                    North         East    Units  Estimated Accuracy
 AG0125;SPC FL W     -   403,680.      128,210.      MT  (+/- 180 meters Scaled)
 AG0125
 AG0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298956(NAD 83)
 AG0125
 AG0125                          SUPERSEDED SURVEY CONTROL
 AG0125
 AG0125  NGVD 29 (??/??/92)   15.808  (m)           51.86   (f) ADJ UNCH    2 2
 AG0125
 AG0125.Superseded values are not recommended for survey control.
 AG0125
 AG0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0125.See file dsdata.pdf to determine how the superseded data were derived.
 AG0125
 AG0125_MARKER: DD = SURVEY DISK
 AG0125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0125_SP_SET: OVERPASS SIDEWALK
 AG0125_STAMPING: 262
 AG0125_MARK LOGO: FLHD
 AG0125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0125
 AG0125  HISTORY     - Date     Condition        Report By
 AG0125  HISTORY     - UNK      MONUMENTED       FLHD
 AG0125  HISTORY     - 1976     GOOD             FLDT
 AG0125
 AG0125                          STATION DESCRIPTION
 AG0125
 AG0125'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0125'AT CLEARWATER.
 AG0125'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AG0125'580, RUN SOUTHERLY ON U.S. 19 FOR 3.25 MILE TO THE SOUTH END OF
 AG0125'THE SOUTH BOUND OVERPASS.  STATION ON LEFT, IN THE SE CORNER
 AG0125'OF THE SOUTH BOUND OVERPASS.  SET IN TOP OF CONCRETE SIDEWALK.
 AG0125'SECTION 7, T 29 S, R 16 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6840 ***********************************************************************
 DP6840  DESIGNATION -  26201 A
 DP6840  PID         -  DP6840
 DP6840  STATE/COUNTY-  FL/MANATEE
 DP6840  COUNTRY     -  US
 DP6840  USGS QUAD   -  LORRAINE (2018)
 DP6840
 DP6840                         *CURRENT SURVEY CONTROL
 DP6840  ______________________________________________________________________
 DP6840* NAD 83(1986) POSITION- 27 25 40.2    (N) 082 29 20.8    (W)   HD_HELD2
 DP6840* NAVD 88 ORTHO HEIGHT -     4.900 (meters)       16.08  (feet) ADJUSTED
 DP6840  ______________________________________________________________________
 DP6840  GEOID HEIGHT    -        -24.522 (meters)                     GEOID18
 DP6840  DYNAMIC HEIGHT  -          4.893 (meters)       16.05  (feet) COMP
 DP6840  MODELED GRAVITY -    979,133.4   (mgal)                       NAVD 88
 DP6840
 DP6840  VERT ORDER      -  SECOND    CLASS I
 DP6840
 DP6840.The horizontal coordinates were established by autonomous hand held GPS
 DP6840.observations and have an estimated accuracy of +/- 10 meters.
 DP6840
 DP6840.The orthometric height was determined by differential leveling and
 DP6840.adjusted by the NATIONAL GEODETIC SURVEY
 DP6840.in June 2015.
 DP6840
 DP6840.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6840.GEOID18 height accuracy estimate available here.
 DP6840
 DP6840.Click photographs - Photos may exist for this station.
 DP6840
 DP6840.The dynamic height is computed by dividing the NAVD 88
 DP6840.geopotential number by the normal gravity value computed on the
 DP6840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6840.degrees latitude (g = 980.6199 gals.).
 DP6840
 DP6840.The modeled gravity was interpolated from observed gravity values.
 DP6840
 DP6840;                    North         East    Units  Estimated Accuracy
 DP6840;SPC FL W     -   342,903.      151,641.      MT  (+/- 10 meters HH2 GPS)
 DP6840
 DP6840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5281134704(NAD 83)
 DP6840
 DP6840                          SUPERSEDED SURVEY CONTROL
 DP6840
 DP6840.No superseded survey control is available for this station.
 DP6840
 DP6840_MARKER: DD = SURVEY DISK
 DP6840_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6840_STAMPING: 26201 A 2011
 DP6840_MARK LOGO: SWFWMD
 DP6840_PROJECTION: FLUSH
 DP6840_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP6840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6840+STABILITY: SURFACE MOTION
 DP6840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6840+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2014
 DP6840
 DP6840  HISTORY     - Date     Condition        Report By
 DP6840  HISTORY     - 2011     MONUMENTED       SWFWMD
 DP6840  HISTORY     - 20140506 GOOD             FLDEP
 DP6840
 DP6840                          STATION DESCRIPTION
 DP6840
 DP6840'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6840'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTHEAST OF BRADENTON, 6.8 MI
 DP6840'(10.9 KM) NORTH-NORTHEAST OF SARASOTA, 5.8 MI (9.3 KM) WEST OF
 DP6840'LORRAINE, IN SECTION 22, TOWNSHIP 35, RANGE 18 EAST.
 DP6840'
 DP6840'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6840'ROAD 70 INCH (178 CM) BRADENTON, GO WEST ON STATE ROAD 70 FOR 2.1 MI
 DP6840'(3.4 KM) TO THE INTERSECTION OF NATALIE WAY.  TURN LEFT ON NATALIE WAY
 DP6840'AND GO SOUTH FOR 0.45 MI (0.7 KM) TO AN ELECTRIC ENTRY GATE FOR THE
 DP6840'BRADENTON WATER TREATMENT PLANT.  CONTINUE THROUGH THE GATE AND GO
 DP6840'SOUTH ON NATALIE WAY ENTERING THE WATER TREATMENT FACILITY FOR 0.75 MI
 DP6840'(1.2 KM) TO THE JUNCTION OF A GRASS TRAIL ON THE LEFT.  TURN LEFT ON
 DP6840'THE GRASS COVERED TRAIL AND GO SOUTHEAST FOR 0.2 MI (0.3 KM) TO A WELL
 DP6840'SITE AND THE MARK, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A
 DP6840'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP6840'MONUMENT, FLUSH WITH THE GROUND AND LEVEL WITH THE GRASS TRAIL.
 DP6840'
 DP6840'LOCATED 25.0 FT (7.6 M) WEST OF SURVEY MARK 26201 B, 6.4 FT (2.0 M)
 DP6840'WEST OF A STRUCTURAL STEEL COLUMN, 1.1 FT (0.3 M) NORTH OF A TELEMETRY
 DP6840'CONTROL BOX AND 0.6 FT (18 CM) WEST OF A CARSONITE WITNESS POST.
 DP6840'
 DP6840'NOTE UNKNOWN MAGNETISM.
 DP6840'
 DP6840'NOTE-ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6841 ***********************************************************************
 DP6841  DESIGNATION -  26201 B
 DP6841  PID         -  DP6841
 DP6841  STATE/COUNTY-  FL/MANATEE
 DP6841  COUNTRY     -  US
 DP6841  USGS QUAD   -  LORRAINE (2018)
 DP6841
 DP6841                         *CURRENT SURVEY CONTROL
 DP6841  ______________________________________________________________________
 DP6841* NAD 83(1986) POSITION- 27 25 40.1    (N) 082 29 20.6    (W)   HD_HELD2
 DP6841* NAVD 88 ORTHO HEIGHT -     4.804 (meters)       15.76  (feet) ADJUSTED
 DP6841  ______________________________________________________________________
 DP6841  GEOID HEIGHT    -        -24.522 (meters)                     GEOID18
 DP6841  DYNAMIC HEIGHT  -          4.797 (meters)       15.74  (feet) COMP
 DP6841  MODELED GRAVITY -    979,133.4   (mgal)                       NAVD 88
 DP6841
 DP6841  VERT ORDER      -  SECOND    CLASS I
 DP6841
 DP6841.The horizontal coordinates were established by autonomous hand held GPS
 DP6841.observations and have an estimated accuracy of +/- 10 meters.
 DP6841
 DP6841.The orthometric height was determined by differential leveling and
 DP6841.adjusted by the NATIONAL GEODETIC SURVEY
 DP6841.in June 2015.
 DP6841
 DP6841.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6841.GEOID18 height accuracy estimate available here.
 DP6841
 DP6841.Click photographs - Photos may exist for this station.
 DP6841
 DP6841.The dynamic height is computed by dividing the NAVD 88
 DP6841.geopotential number by the normal gravity value computed on the
 DP6841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6841.degrees latitude (g = 980.6199 gals.).
 DP6841
 DP6841.The modeled gravity was interpolated from observed gravity values.
 DP6841
 DP6841;                    North         East    Units  Estimated Accuracy
 DP6841;SPC FL W     -   342,900.      151,646.      MT  (+/- 10 meters HH2 GPS)
 DP6841
 DP6841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5281634701(NAD 83)
 DP6841
 DP6841                          SUPERSEDED SURVEY CONTROL
 DP6841
 DP6841.No superseded survey control is available for this station.
 DP6841
 DP6841_MARKER: DD = SURVEY DISK
 DP6841_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6841_STAMPING: 26201 B 2011
 DP6841_MARK LOGO: SWFWMD
 DP6841_PROJECTION: FLUSH
 DP6841_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP6841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6841+STABILITY: SURFACE MOTION
 DP6841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6841+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2014
 DP6841
 DP6841  HISTORY     - Date     Condition        Report By
 DP6841  HISTORY     - 2011     MONUMENTED       SWFWMD
 DP6841  HISTORY     - 20140506 GOOD             FLDEP
 DP6841
 DP6841                          STATION DESCRIPTION
 DP6841
 DP6841'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6841'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTHEAST OF BRADENTON, 6.8 MI
 DP6841'(10.9 KM) NORTH-NORTHEAST OF SARASOTA, 5.8 MI (9.3 KM) WEST OF
 DP6841'LORRAINE, IN SECTION 22, TOWNSHIP 35, RANGE 18 EAST.
 DP6841'
 DP6841'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6841'ROAD 70 INCH (178 CM) BRADENTON, GO WEST ON STATE ROAD 70 FOR 2.1 MI
 DP6841'(3.4 KM) TO THE INTERSECTION OF NATALIE WAY.  TURN LEFT ON NATALIE WAY
 DP6841'AND GO SOUTH FOR 0.45 MI (0.7 KM) TO AN ELECTRIC ENTRY GATE FOR THE
 DP6841'BRADENTON WATER TREATMENT PLANT.  CONTINUE THROUGH THE GATE AND GO
 DP6841'SOUTH ON NATALIE WAY ENTERING THE WATER TREATMENT FACILITY FOR 0.75 MI
 DP6841'(1.2 KM) TO THE JUNCTION OF A GRASS TRAIL ON THE LEFT.  TURN LEFT ON
 DP6841'THE GRASS COVERED TRAIL AND GO SOUTHEAST FOR 0.2 MI (0.3 KM) TO A WELL
 DP6841'SITE AND THE MARK, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A
 DP6841'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP6841'MONUMENT, FLUSH WITH THE GROUND AND LEVEL WITH THE GRASS TRAIL.
 DP6841'
 DP6841'LOCATED 25.0 FT (7.6 M) EAST OF SURVEY MARK 26201 A, 5.0 FT (1.5 M)
 DP6841'EAST-SOUTHEAST OF A STRUCTURAL STEEL COLUMN, 2.0 FT (0.6 M) SOUTH OF
 DP6841'WELL CASING 26199 AND 0.5 FT (15 CM) WEST OF A CARSONITE WITNESS POST.
 DP6841'NOTE UNKNOWN MAGNETISM.
 DP6841'
 DP6841'NOTE-ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6623 ***********************************************************************
 DP6623  DESIGNATION -  26205 A
 DP6623  PID         -  DP6623
 DP6623  STATE/COUNTY-  FL/MANATEE
 DP6623  COUNTRY     -  US
 DP6623  USGS QUAD   -  PALMETTO (2018)
 DP6623
 DP6623                         *CURRENT SURVEY CONTROL
 DP6623  ______________________________________________________________________
 DP6623* NAD 83(1986) POSITION- 27 32 06.8    (N) 082 30 11.3    (W)   HD_HELD2
 DP6623* NAVD 88 ORTHO HEIGHT -     3.793 (meters)       12.44  (feet) ADJUSTED
 DP6623  ______________________________________________________________________
 DP6623  GEOID HEIGHT    -        -24.592 (meters)                     GEOID18
 DP6623  DYNAMIC HEIGHT  -          3.787 (meters)       12.42  (feet) COMP
 DP6623  MODELED GRAVITY -    979,141.4   (mgal)                       NAVD 88
 DP6623
 DP6623  VERT ORDER      -  FIRST     CLASS II
 DP6623
 DP6623.The horizontal coordinates were established by autonomous hand held GPS
 DP6623.observations and have an estimated accuracy of +/- 10 meters.
 DP6623
 DP6623.The orthometric height was determined by differential leveling and
 DP6623.adjusted by the NATIONAL GEODETIC SURVEY
 DP6623.in April 2015.
 DP6623
 DP6623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6623.GEOID18 height accuracy estimate available here.
 DP6623
 DP6623.Click photographs - Photos may exist for this station.
 DP6623
 DP6623.The dynamic height is computed by dividing the NAVD 88
 DP6623.geopotential number by the normal gravity value computed on the
 DP6623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6623.degrees latitude (g = 980.6199 gals.).
 DP6623
 DP6623.The modeled gravity was interpolated from observed gravity values.
 DP6623
 DP6623;                    North         East    Units  Estimated Accuracy
 DP6623;SPC FL W     -   354,808.      150,302.      MT  (+/- 10 meters HH2 GPS)
 DP6623
 DP6623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5156846618(NAD 83)
 DP6623
 DP6623                          SUPERSEDED SURVEY CONTROL
 DP6623
 DP6623.No superseded survey control is available for this station.
 DP6623
 DP6623_MARKER: DD = SURVEY DISK
 DP6623_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6623_SP_SET: HEADWALL
 DP6623_STAMPING: 26205 A 2014
 DP6623_MARK LOGO: FLDEP
 DP6623_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6623+STABILITY: SURFACE MOTION
 DP6623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6623+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2014
 DP6623
 DP6623  HISTORY     - Date     Condition        Report By
 DP6623  HISTORY     - 20140410 MONUMENTED       FLDEP
 DP6623
 DP6623                          STATION DESCRIPTION
 DP6623
 DP6623'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6623'THE MARK IS ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF PARRISH, 5.1 MI (8.2
 DP6623'KM) EAST-NORTHEAST OF BRADENTON, 4.4 MI (7.1 KM) EAST-NORTHEAST OF
 DP6623'PALMETTO, IN SECTION 9, TOWNSHIP 34 SOUTH, RANGE 18 EAST.
 DP6623'
 DP6623'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DP6623'AND U.S. HIGHWAY 301 INCH (765 CM) ELLENTON, GO EAST ON U.S. HIGHWAY
 DP6623'301 FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF 60TH AVENUE EAST.  TURN
 DP6623'LEFT ON 60TH AVENUE EAST AND GO NORTH FOR 0.25 MI (0.4 KM) TO A
 DP6623'HEADWALL, A STREAM GAUGE ON THE RIGHT AND THE MARK ON THE RIGHT, SET
 DP6623'FLUSH IN THE TOP OF THE NORTHEAST CORNER OF A HEADWALL, ABOUT 0.5 FT
 DP6623'(15 CM) BELOW THE LEVEL OF 60TH AVENUE EAST.
 DP6623'
 DP6623'LOCATED 57.5 FT (17.5 M) SOUTH-SOUTHEAST OF SURVEY MARK 26205 B, 55.8
 DP6623'FT (17.0 M) NORTH-NORTHWEST OF A STAFF GAUGE, 24.4 FT (7.4 M) EAST OF
 DP6623'THE APPROXIMATE CENTERLINE OF 60TH AVENUE EAST AND 1.7 FT (0.5 M)
 DP6623'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6624 ***********************************************************************
 DP6624  DESIGNATION -  26205 B
 DP6624  PID         -  DP6624
 DP6624  STATE/COUNTY-  FL/MANATEE
 DP6624  COUNTRY     -  US
 DP6624  USGS QUAD   -  PALMETTO (2018)
 DP6624
 DP6624                         *CURRENT SURVEY CONTROL
 DP6624  ______________________________________________________________________
 DP6624* NAD 83(1986) POSITION- 27 32 07.0    (N) 082 30 11.8    (W)   HD_HELD2
 DP6624* NAVD 88 ORTHO HEIGHT -     3.821 (meters)       12.54  (feet) ADJUSTED
 DP6624  ______________________________________________________________________
 DP6624  GEOID HEIGHT    -        -24.592 (meters)                     GEOID18
 DP6624  DYNAMIC HEIGHT  -          3.815 (meters)       12.52  (feet) COMP
 DP6624  MODELED GRAVITY -    979,141.5   (mgal)                       NAVD 88
 DP6624
 DP6624  VERT ORDER      -  FIRST     CLASS II
 DP6624
 DP6624.The horizontal coordinates were established by autonomous hand held GPS
 DP6624.observations and have an estimated accuracy of +/- 10 meters.
 DP6624
 DP6624.The orthometric height was determined by differential leveling and
 DP6624.adjusted by the NATIONAL GEODETIC SURVEY
 DP6624.in April 2015.
 DP6624
 DP6624.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6624.GEOID18 height accuracy estimate available here.
 DP6624
 DP6624.Click photographs - Photos may exist for this station.
 DP6624
 DP6624.The dynamic height is computed by dividing the NAVD 88
 DP6624.geopotential number by the normal gravity value computed on the
 DP6624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6624.degrees latitude (g = 980.6199 gals.).
 DP6624
 DP6624.The modeled gravity was interpolated from observed gravity values.
 DP6624
 DP6624;                    North         East    Units  Estimated Accuracy
 DP6624;SPC FL W     -   354,814.      150,288.      MT  (+/- 10 meters HH2 GPS)
 DP6624
 DP6624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5155446624(NAD 83)
 DP6624
 DP6624                          SUPERSEDED SURVEY CONTROL
 DP6624
 DP6624.No superseded survey control is available for this station.
 DP6624
 DP6624_MARKER: DD = SURVEY DISK
 DP6624_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6624_SP_SET: HEADWALL
 DP6624_STAMPING: 26205 B 2014
 DP6624_MARK LOGO: FLDEP
 DP6624_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6624+STABILITY: SURFACE MOTION
 DP6624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6624+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2014
 DP6624
 DP6624  HISTORY     - Date     Condition        Report By
 DP6624  HISTORY     - 20140410 MONUMENTED       FLDEP
 DP6624
 DP6624                          STATION DESCRIPTION
 DP6624
 DP6624'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6624'THE MARK IS ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF PARRISH, 5.1 MI (8.2
 DP6624'KM) EAST-NORTHEAST OF BRADENTON, 4.4 MI (7.1 KM) EAST-NORTHEAST OF
 DP6624'PALMETTO, IN SECTION 9, TOWNSHIP 34 SOUTH, RANGE 18 EAST.
 DP6624'
 DP6624'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DP6624'AND U.S. HIGHWAY 301 INCH (765 CM) ELLENTON, GO EAST ON U.S. HIGHWAY
 DP6624'301 FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF 60TH AVENUE EAST.  TURN
 DP6624'LEFT ON 60TH AVENUE EAST AND GO NORTH FOR 0.25 MI (0.4 KM) TO A
 DP6624'HEADWALL, A STREAM GAUGE ON THE RIGHT AND THE MARK ON THE LEFT, SET
 DP6624'FLUSH IN THE TOP OF THE NORTHWEST CORNER OF THE HEADWALL ABOUT 0.5 FT
 DP6624'(15 CM) BELOW THE LEVEL OF 60TH AVENUE EAST.
 DP6624'
 DP6624'LOCATED 57.5 FT (17.5 M) NORTH-NORTHWEST OF SURVEY MARK 26205 A, 25.9
 DP6624'FT (7.9 M) WEST OF THE APPROXIMATE CENTERLINE OF 60TH AVENUE EAST, 3.4
 DP6624'FT (1.0 M) WEST OF A STEEL GUARDRAIL AND 2.2 FT (0.7 M) WEST-SOUTHWEST
 DP6624'OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6641 ***********************************************************************
 DP6641  DESIGNATION -  26206 A
 DP6641  PID         -  DP6641
 DP6641  STATE/COUNTY-  FL/MANATEE
 DP6641  COUNTRY     -  US
 DP6641  USGS QUAD   -  BRADENTON BEACH (2018)
 DP6641
 DP6641                         *CURRENT SURVEY CONTROL
 DP6641  ______________________________________________________________________
 DP6641* NAD 83(1986) POSITION- 27 28 15.9    (N) 082 38 13.9    (W)   HD_HELD2
 DP6641* NAVD 88 ORTHO HEIGHT -     2.484 (meters)        8.15  (feet) ADJUSTED
 DP6641  ______________________________________________________________________
 DP6641  GEOID HEIGHT    -        -24.415 (meters)                     GEOID18
 DP6641  DYNAMIC HEIGHT  -          2.481 (meters)        8.14  (feet) COMP
 DP6641  MODELED GRAVITY -    979,140.8   (mgal)                       NAVD 88
 DP6641
 DP6641  VERT ORDER      -  FIRST     CLASS II
 DP6641
 DP6641.The horizontal coordinates were established by autonomous hand held GPS
 DP6641.observations and have an estimated accuracy of +/- 10 meters.
 DP6641
 DP6641.The orthometric height was determined by differential leveling and
 DP6641.adjusted by the NATIONAL GEODETIC SURVEY
 DP6641.in April 2015.
 DP6641
 DP6641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6641.GEOID18 height accuracy estimate available here.
 DP6641
 DP6641.Click photographs - Photos may exist for this station.
 DP6641
 DP6641.The dynamic height is computed by dividing the NAVD 88
 DP6641.geopotential number by the normal gravity value computed on the
 DP6641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6641.degrees latitude (g = 980.6199 gals.).
 DP6641
 DP6641.The modeled gravity was interpolated from observed gravity values.
 DP6641
 DP6641;                    North         East    Units  Estimated Accuracy
 DP6641;SPC FL W     -   347,762.      137,024.      MT  (+/- 10 meters HH2 GPS)
 DP6641
 DP6641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3823539680(NAD 83)
 DP6641
 DP6641                          SUPERSEDED SURVEY CONTROL
 DP6641
 DP6641.No superseded survey control is available for this station.
 DP6641
 DP6641_MARKER: DD = SURVEY DISK
 DP6641_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6641_STAMPING: 26206 A 2014
 DP6641_MARK LOGO: SFLWMD
 DP6641_PROJECTION: RECESSED 5 CENTIMETERS
 DP6641_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6641+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2023
 DP6641_ROD/PIPE-DEPTH: 6.8 meters
 DP6641
 DP6641  HISTORY     - Date     Condition        Report By
 DP6641  HISTORY     - 20140508 MONUMENTED       FLDEP
 DP6641  HISTORY     - 20230918 GOOD             COBFL
 DP6641
 DP6641                          STATION DESCRIPTION
 DP6641
 DP6641'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6641'THE MARK IS ABOUT 5.3 MI (8.5 KM) SOUTHWEST OF PALMETTO, 4.3 MI (6.9
 DP6641'KM) WEST-SOUTHWEST OF BRADENTON, 4.1 MI (6.6 KM) EAST OF BRADENTON
 DP6641'BEACH, IN SECTION 6, TOWNSHIP 35 SOUTH, RANGE 17 EAST.
 DP6641'
 DP6641'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND 75TH
 DP6641'STREET WEST IN WEST BRADENTON, GO SOUTH ON 75TH STREET WEST FOR 1.75
 DP6641'MI (2.8 KM) TO A STREAM GAUGE ON THE RIGHT AND THE MARK ON THE RIGHT,
 DP6641'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 22.2 FT (6.8 M) WITH A
 DP6641'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP6641'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE
 DP6641'LEVEL OF THE GROUND AND 0.6 FT (18 CM) ABOVE THE LEVEL OF 75TH STREET
 DP6641'WEST.
 DP6641'
 DP6641'LOCATED 104.5 FT (31.9 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE
 DP6641'OF 75TH STREET WEST, 42.0 FT (12.8 M) WEST OF THE APPROXIMATE
 DP6641'CENTERLINE OF A METAL GATE ON A DOCK LEADING TO A STREAM GAUGE, 31.3
 DP6641'FT (9.5 M) NORTHWEST OF SURVEY MARK 26206 B, 23.0 FT (7.0 M)
 DP6641'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A 10.0 FT (3.0 M) X 5.0 FT
 DP6641'(1.5 M) STORM DRAIN AND 1.4 FT (0.4 M) SOUTHEAST OF A CARSONITE
 DP6641'WITNESS POST.
 DP6641'
 DP6641'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6641'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP6641
 DP6641                          STATION RECOVERY (2023)
 DP6641
 DP6641'RECOVERY NOTE BY CITY OF BRADENTON 2023 (DC)
 DP6641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6642 ***********************************************************************
 DP6642  DESIGNATION -  26206 B
 DP6642  PID         -  DP6642
 DP6642  STATE/COUNTY-  FL/MANATEE
 DP6642  COUNTRY     -  US
 DP6642  USGS QUAD   -  BRADENTON BEACH (2018)
 DP6642
 DP6642                         *CURRENT SURVEY CONTROL
 DP6642  ______________________________________________________________________
 DP6642* NAD 83(1986) POSITION- 27 28 15.6    (N) 082 38 13.8    (W)   HD_HELD2
 DP6642* NAVD 88 ORTHO HEIGHT -     2.537 (meters)        8.32  (feet) ADJUSTED
 DP6642  ______________________________________________________________________
 DP6642  GEOID HEIGHT    -        -24.415 (meters)                     GEOID18
 DP6642  DYNAMIC HEIGHT  -          2.533 (meters)        8.31  (feet) COMP
 DP6642  MODELED GRAVITY -    979,140.8   (mgal)                       NAVD 88
 DP6642
 DP6642  VERT ORDER      -  FIRST     CLASS II
 DP6642
 DP6642.The horizontal coordinates were established by autonomous hand held GPS
 DP6642.observations and have an estimated accuracy of +/- 10 meters.
 DP6642
 DP6642.The orthometric height was determined by differential leveling and
 DP6642.adjusted by the NATIONAL GEODETIC SURVEY
 DP6642.in April 2015.
 DP6642
 DP6642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6642.GEOID18 height accuracy estimate available here.
 DP6642
 DP6642.Click photographs - Photos may exist for this station.
 DP6642
 DP6642.The dynamic height is computed by dividing the NAVD 88
 DP6642.geopotential number by the normal gravity value computed on the
 DP6642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6642.degrees latitude (g = 980.6199 gals.).
 DP6642
 DP6642.The modeled gravity was interpolated from observed gravity values.
 DP6642
 DP6642;                    North         East    Units  Estimated Accuracy
 DP6642;SPC FL W     -   347,753.      137,027.      MT  (+/- 10 meters HH2 GPS)
 DP6642
 DP6642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3823739670(NAD 83)
 DP6642
 DP6642                          SUPERSEDED SURVEY CONTROL
 DP6642
 DP6642.No superseded survey control is available for this station.
 DP6642
 DP6642_MARKER: DD = SURVEY DISK
 DP6642_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6642_SP_SET: STORM DRAIN
 DP6642_STAMPING: 26206 B 2014
 DP6642_MARK LOGO: FLDEP
 DP6642_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6642+STABILITY: SURFACE MOTION
 DP6642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6642+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2023
 DP6642
 DP6642  HISTORY     - Date     Condition        Report By
 DP6642  HISTORY     - 20140508 MONUMENTED       FLDEP
 DP6642  HISTORY     - 20230918 GOOD             COBFL
 DP6642
 DP6642                          STATION DESCRIPTION
 DP6642
 DP6642'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6642'THE MARK IS ABOUT 5.3 MI (8.5 KM) SOUTHWEST OF PALMETTO, 4.3 MI (6.9
 DP6642'KM) WEST-SOUTHWEST OF BRADENTON, 4.1 MI (6.6 KM) EAST OF BRADENTON
 DP6642'BEACH, IN SECTION 6, TOWNSHIP 35 SOUTH, RANGE 17 EAST.
 DP6642'
 DP6642'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 64 AND 75TH
 DP6642'STREET WEST IN WEST BRADENTON, GO SOUTH ON 75TH STREET WEST FOR 1.75
 DP6642'MI (2.8 KM) TO A STREAM GAUGE ON THE RIGHT AND THE MARK ON THE RIGHT,
 DP6642'SET FLUSH IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE STORM DRAIN
 DP6642'AND 0.8 FT (24 CM) ABOVE THE LEVEL OF 75TH STREET WEST.
 DP6642'
 DP6642'LOCATED 81.0 FT (24.7 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE
 DP6642'OF 75TH STREET WEST, 31.3 FT (9.5 M) SOUTHEAST OF SURVEY MARK 26206 A,
 DP6642'26.9 FT (8.2 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A METAL
 DP6642'GATE ON A DOCK LEADING TO A STREAM GAUGE, 0.9 FT (27 CM) SOUTHWEST OF
 DP6642'THE NORTHEAST CORNER OF A 10.0 FT (3.0 M) X 5.0 FT (1.5 M) STORM DRAIN
 DP6642'AND 0.6 FT (18 CM) WEST OF A CARSONITE WITNESS POST.
 DP6642
 DP6642                          STATION RECOVERY (2023)
 DP6642
 DP6642'RECOVERY NOTE BY CITY OF BRADENTON 2023 (DC)
 DP6642'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6633 ***********************************************************************
 DP6633  DESIGNATION -  26208 A
 DP6633  PID         -  DP6633
 DP6633  STATE/COUNTY-  FL/MANATEE
 DP6633  COUNTRY     -  US
 DP6633  USGS QUAD   -  BRADENTON (2018)
 DP6633
 DP6633                         *CURRENT SURVEY CONTROL
 DP6633  ______________________________________________________________________
 DP6633* NAD 83(1986) POSITION- 27 27 54.4    (N) 082 34 13.1    (W)   HD_HELD2
 DP6633* NAVD 88 ORTHO HEIGHT -     5.014 (meters)       16.45  (feet) ADJUSTED
 DP6633  ______________________________________________________________________
 DP6633  GEOID HEIGHT    -        -24.477 (meters)                     GEOID18
 DP6633  DYNAMIC HEIGHT  -          5.006 (meters)       16.42  (feet) COMP
 DP6633  MODELED GRAVITY -    979,138.6   (mgal)                       NAVD 88
 DP6633
 DP6633  VERT ORDER      -  FIRST     CLASS II
 DP6633
 DP6633.The horizontal coordinates were established by autonomous hand held GPS
 DP6633.observations and have an estimated accuracy of +/- 10 meters.
 DP6633
 DP6633.The orthometric height was determined by differential leveling and
 DP6633.adjusted by the NATIONAL GEODETIC SURVEY
 DP6633.in April 2015.
 DP6633
 DP6633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6633.GEOID18 height accuracy estimate available here.
 DP6633
 DP6633.Click photographs - Photos may exist for this station.
 DP6633
 DP6633.The dynamic height is computed by dividing the NAVD 88
 DP6633.geopotential number by the normal gravity value computed on the
 DP6633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6633.degrees latitude (g = 980.6199 gals.).
 DP6633
 DP6633.The modeled gravity was interpolated from observed gravity values.
 DP6633
 DP6633;                    North         East    Units  Estimated Accuracy
 DP6633;SPC FL W     -   347,068.      143,632.      MT  (+/- 10 meters HH2 GPS)
 DP6633
 DP6633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4483638933(NAD 83)
 DP6633
 DP6633                          SUPERSEDED SURVEY CONTROL
 DP6633
 DP6633.No superseded survey control is available for this station.
 DP6633
 DP6633_MARKER: DD = SURVEY DISK
 DP6633_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6633_SP_SET: CULVERT HEADWALL
 DP6633_STAMPING: 26208 A 2014
 DP6633_MARK LOGO: FLDEP
 DP6633_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6633+STABILITY: SURFACE MOTION
 DP6633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6633+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2022
 DP6633
 DP6633  HISTORY     - Date     Condition        Report By
 DP6633  HISTORY     - 20140424 MONUMENTED       FLDEP
 DP6633  HISTORY     - 20220422 GOOD             FL-081
 DP6633
 DP6633                          STATION DESCRIPTION
 DP6633
 DP6633'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6633'THE MARK IS ABOUT 8.2 MI (13.2 KM) EAST OF BRADENTON BEACH, 3.9 MI
 DP6633'(6.3 KM) SOUTH OF PALMETTO, 2.3 MI (3.7 KM) SOUTH OF BRADENTON, IN
 DP6633'SECTION 2, TOWNSHIP 35 SOUTH, RANGE 17 EAST.
 DP6633'
 DP6633'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6633'ROAD 64 INCH (163 CM) BRADENTON, GO WEST ON STATE ROAD 64 FOR 6.2 MI
 DP6633'(10.0 KM) TO THE INTERSECTION OF NINTH STREET WEST.  TURN LEFT ON
 DP6633'NINTH STREET WEST AND GO SOUTH FOR 2.1 MI (3.4 KM) TO A CULVERT
 DP6633'CROSSING AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A CONCRETE
 DP6633'HEADWALL LEVEL WITH NINTH STREET WEST.
 DP6633'
 DP6633'LOCATED 172.0 FT (52.4 M) SOUTH OF A USGS STREAM GAUGE, 50.4 FT (15.4
 DP6633'M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF NINTH STREET, 2.0
 DP6633'FT (0.6 M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST AND 1.4 FT (0.4
 DP6633'M) SOUTH OF THE NORTH END OF A CONCRETE CULVERT HEAD WALL.
 DP6633
 DP6633                          STATION RECOVERY (2022)
 DP6633
 DP6633'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2022 (RD)
 DP6633'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6634 ***********************************************************************
 DP6634  DESIGNATION -  26208 B
 DP6634  PID         -  DP6634
 DP6634  STATE/COUNTY-  FL/MANATEE
 DP6634  COUNTRY     -  US
 DP6634  USGS QUAD   -  BRADENTON (2018)
 DP6634
 DP6634                         *CURRENT SURVEY CONTROL
 DP6634  ______________________________________________________________________
 DP6634* NAD 83(1986) POSITION- 27 27 56.1    (N) 082 34 13.8    (W)   HD_HELD2
 DP6634* NAVD 88 ORTHO HEIGHT -     4.611 (meters)       15.13  (feet) ADJUSTED
 DP6634  ______________________________________________________________________
 DP6634  GEOID HEIGHT    -        -24.477 (meters)                     GEOID18
 DP6634  DYNAMIC HEIGHT  -          4.604 (meters)       15.11  (feet) COMP
 DP6634  MODELED GRAVITY -    979,138.7   (mgal)                       NAVD 88
 DP6634
 DP6634  VERT ORDER      -  FIRST     CLASS II
 DP6634
 DP6634.The horizontal coordinates were established by autonomous hand held GPS
 DP6634.observations and have an estimated accuracy of +/- 10 meters.
 DP6634
 DP6634.The orthometric height was determined by differential leveling and
 DP6634.adjusted by the NATIONAL GEODETIC SURVEY
 DP6634.in April 2015.
 DP6634
 DP6634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6634.GEOID18 height accuracy estimate available here.
 DP6634
 DP6634.Click photographs - Photos may exist for this station.
 DP6634
 DP6634.The dynamic height is computed by dividing the NAVD 88
 DP6634.geopotential number by the normal gravity value computed on the
 DP6634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6634.degrees latitude (g = 980.6199 gals.).
 DP6634
 DP6634.The modeled gravity was interpolated from observed gravity values.
 DP6634
 DP6634;                    North         East    Units  Estimated Accuracy
 DP6634;SPC FL W     -   347,120.      143,613.      MT  (+/- 10 meters HH2 GPS)
 DP6634
 DP6634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4481838985(NAD 83)
 DP6634
 DP6634                          SUPERSEDED SURVEY CONTROL
 DP6634
 DP6634.No superseded survey control is available for this station.
 DP6634
 DP6634_MARKER: DD = SURVEY DISK
 DP6634_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP6634_SP_SET: LIFT STATION
 DP6634_STAMPING: 26208 B 2014
 DP6634_MARK LOGO: FLDEP
 DP6634_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6634+STABILITY: SURFACE MOTION
 DP6634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6634+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2022
 DP6634
 DP6634  HISTORY     - Date     Condition        Report By
 DP6634  HISTORY     - 20140424 MONUMENTED       FLDEP
 DP6634  HISTORY     - 20220422 GOOD             FL-081
 DP6634
 DP6634                          STATION DESCRIPTION
 DP6634
 DP6634'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6634'THE MARK IS ABOUT 8.2 MI (13.2 KM) EAST OF BRADENTON BEACH, 3.8 MI
 DP6634'(6.1 KM) SOUTH OF PALMETTO, 2.3 MI (3.7 KM) SOUTH OF BRADENTON, IN
 DP6634'SECTION 2, TOWNSHIP 35 SOUTH, RANGE 17 EAST.
 DP6634'
 DP6634'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6634'ROAD 64 INCH (163 CM) BRADENTON, GO WEST ON STATE ROAD 64 FOR 6.45 MI
 DP6634'(10.4 KM) TO THE INTERSECTION OF 14TH STREET WEST.  TURN LEFT ON 14TH
 DP6634'STREET WEST AND GO SOUTH FOR 2.05 MI (3.3 KM) TO THE INTERSECTION OF
 DP6634'39TH AVENUE WEST.  TURN LEFT ON 39TH AVENUE WEST AND GO EAST FOR 0.3
 DP6634'MI (0.5 KM) TO A DEAD END, A LIFT STATION, A STREAM GAUGE AND THE MARK
 DP6634'AHEAD, SET FLUSH IN THE TOP OF A CONCRETE LIFT STATION LEVEL WITH 39TH
 DP6634'AVENUE WEST.
 DP6634'
 DP6634'LOCATED 59.0 FT (18.0 M) WEST OF A USGS STREAM GAUGE, 11.7 FT (3.6 M)
 DP6634'NORTH OF THE NORTHEAST CORNER OF AN ELECTRIC GENERATOR, 5.2 FT (1.6 M)
 DP6634'NORTH OF THE APPROXIMATE EXTENDED CENTERLINE OF 39TH AVENUE WEST AND
 DP6634'0.8 FT (24 CM) EAST OF A CARSONITE WITNESS POST.
 DP6634
 DP6634                          STATION RECOVERY (2022)
 DP6634
 DP6634'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2022 (RD)
 DP6634'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6693 ***********************************************************************
 DP6693  DESIGNATION -  26211
 DP6693  PID         -  DP6693
 DP6693  STATE/COUNTY-  FL/MANATEE
 DP6693  COUNTRY     -  US
 DP6693  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6693
 DP6693                         *CURRENT SURVEY CONTROL
 DP6693  ______________________________________________________________________
 DP6693* NAD 83(1986) POSITION- 27 28 25.1    (N) 082 12 38.1    (W)   HD_HELD2
 DP6693* NAVD 88 ORTHO HEIGHT -    19.796 (meters)       64.95  (feet) ADJUSTED
 DP6693  ______________________________________________________________________
 DP6693  GEOID HEIGHT    -        -24.749 (meters)                     GEOID18
 DP6693  DYNAMIC HEIGHT  -         19.766 (meters)       64.85  (feet) COMP
 DP6693  MODELED GRAVITY -    979,133.0   (mgal)                       NAVD 88
 DP6693
 DP6693  VERT ORDER      -  SECOND    CLASS I
 DP6693
 DP6693.The horizontal coordinates were established by autonomous hand held GPS
 DP6693.observations and have an estimated accuracy of +/- 10 meters.
 DP6693
 DP6693.The orthometric height was determined by differential leveling and
 DP6693.adjusted by the NATIONAL GEODETIC SURVEY
 DP6693.in June 2015.
 DP6693
 DP6693.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6693.GEOID18 height accuracy estimate available here.
 DP6693
 DP6693.Click photographs - Photos may exist for this station.
 DP6693
 DP6693.The dynamic height is computed by dividing the NAVD 88
 DP6693.geopotential number by the normal gravity value computed on the
 DP6693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6693.degrees latitude (g = 980.6199 gals.).
 DP6693
 DP6693.The modeled gravity was interpolated from observed gravity values.
 DP6693
 DP6693;                    North         East    Units  Estimated Accuracy
 DP6693;SPC FL W     -   347,901.      179,188.      MT  (+/- 10 meters HH2 GPS)
 DP6693
 DP6693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8039339479(NAD 83)
 DP6693
 DP6693                          SUPERSEDED SURVEY CONTROL
 DP6693
 DP6693.No superseded survey control is available for this station.
 DP6693
 DP6693_MARKER: DD = SURVEY DISK
 DP6693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP6693_SP_SET: BRIDGE GUARD RAIL
 DP6693_STAMPING: 26211
 DP6693_MARK LOGO: FLDT
 DP6693_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6693+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2014
 DP6693
 DP6693  HISTORY     - Date     Condition        Report By
 DP6693  HISTORY     - 20140424 MONUMENTED       FLDEP
 DP6693  HISTORY     - 20200526 GOOD             FL-081
 DP6693
 DP6693                          STATION DESCRIPTION
 DP6693
 DP6693'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6693'THE MARK IS ABOUT 8.3 MI (13.4 KM) WEST OF MYAKKA HEAD, 8.1 MI (13.0
 DP6693'KM) SOUTHWEST OF KEENTOWN, 6.9 MI (11.1 KM) NORTH-NORTHEAST OF VERNA,
 DP6693'IN SECTION 33, TOWNSHIP 34 SOUTH, RANGE 21 EAST.
 DP6693'
 DP6693'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND STATE ROAD 64
 DP6693'ON THE EAST SIDE OF BRADENTON, GO EAST ON STATE ROAD 64 (MANATEE
 DP6693'AVENUE EAST) FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF UPPER ROAD ON THE
 DP6693'LEFT.  CONTINUE EAST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR 2.65
 DP6693'MI (4.3 KM) TO THE JUNCTION OF LORRAINE ROAD ON THE RIGHT.  CONTINUE
 DP6693'EAST ON STATE ROAD 64 FOR 6.05 MI (9.7 KM) TO THE JUNCTION OF COUNTY
 DP6693'ROAD 675 NORTH ON THE LEFT.  CONTINUE EAST ON STATE ROAD 64 FOR 5.5 MI
 DP6693'(8.8 KM) TO THE NORTHEAST CORNER OF THE BRIDGE OVER THE MANATEE RIVER
 DP6693'AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE CONCRETE GUARD
 DP6693'RAIL ABOUT 2.9 FT (0.9 M) ABOVE THE LEVEL OF STATE ROAD 64.
 DP6693'
 DP6693'LOCATED 120.5 FT (36.7 M) NORTHEAST OF WELL 26211 WELL SHAFT, 23.7 FT
 DP6693'(7.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 64, 1.0 FT
 DP6693'(0.3 M) NORTH OF A METAL GUARD RAIL, 0.8 FT (24 CM) WEST OF A
 DP6693'CARSONITE WITNESS POST AND 0.5 FT (15 CM) WEST OF THE NORTHEAST CORNER
 DP6693'OF THE CONCRETE GUARD RAIL.
 DP6693
 DP6693                          STATION RECOVERY (2020)
 DP6693
 DP6693'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (BP)
 DP6693'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6725 ***********************************************************************
 DP6725  DESIGNATION -  26216 A
 DP6725  PID         -  DP6725
 DP6725  STATE/COUNTY-  FL/MANATEE
 DP6725  COUNTRY     -  US
 DP6725  USGS QUAD   -  MYAKKA CITY (2018)
 DP6725
 DP6725                         *CURRENT SURVEY CONTROL
 DP6725  ______________________________________________________________________
 DP6725* NAD 83(1986) POSITION- 27 18 53.5    (N) 082 10 39.3    (W)   HD_HELD2
 DP6725* NAVD 88 ORTHO HEIGHT -    18.866 (meters)       61.90  (feet) ADJUSTED
 DP6725  ______________________________________________________________________
 DP6725  GEOID HEIGHT    -        -24.545 (meters)                     GEOID18
 DP6725  DYNAMIC HEIGHT  -         18.837 (meters)       61.80  (feet) COMP
 DP6725  MODELED GRAVITY -    979,125.3   (mgal)                       NAVD 88
 DP6725
 DP6725  VERT ORDER      -  SECOND    CLASS I
 DP6725
 DP6725.The horizontal coordinates were established by autonomous hand held GPS
 DP6725.observations and have an estimated accuracy of +/- 10 meters.
 DP6725
 DP6725.The orthometric height was determined by differential leveling and
 DP6725.adjusted by the NATIONAL GEODETIC SURVEY
 DP6725.in July 2015.
 DP6725
 DP6725.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6725.GEOID18 height accuracy estimate available here.
 DP6725
 DP6725.Click photographs - Photos may exist for this station.
 DP6725
 DP6725.The dynamic height is computed by dividing the NAVD 88
 DP6725.geopotential number by the normal gravity value computed on the
 DP6725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6725.degrees latitude (g = 980.6199 gals.).
 DP6725
 DP6725.The modeled gravity was interpolated from observed gravity values.
 DP6725
 DP6725;                    North         East    Units  Estimated Accuracy
 DP6725;SPC FL W     -   330,303.      182,424.      MT  (+/- 10 meters HH2 GPS)
 DP6725
 DP6725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8348821859(NAD 83)
 DP6725
 DP6725                          SUPERSEDED SURVEY CONTROL
 DP6725
 DP6725.No superseded survey control is available for this station.
 DP6725
 DP6725_MARKER: DD = SURVEY DISK
 DP6725_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6725_STAMPING: 26216 A 2008
 DP6725_MARK LOGO: SFLWMD
 DP6725_PROJECTION: FLUSH
 DP6725_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6725+STABILITY: SURFACE MOTION
 DP6725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6725+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2014
 DP6725_ROD/PIPE-DEPTH: 3.05 meters
 DP6725
 DP6725  HISTORY     - Date     Condition        Report By
 DP6725  HISTORY     - 20080304 MONUMENTED       SFLWMD
 DP6725  HISTORY     - 20140328 GOOD             FLDEP
 DP6725
 DP6725                          STATION DESCRIPTION
 DP6725
 DP6725'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6725'THE MARK IS ABOUT 5.5 MI (8.8 KM) EAST OF OLD MYAKKA, 4.3 MI (6.9 KM)
 DP6725'WEST OF EDGEVILLE, 2.6 MI (4.2 KM) SOUTH-SOUTHWEST OF MYAKKA CITY, IN
 DP6725'SECTION 26, TOWNSHIP 36 SOUTH, RANGE 21 EAST.
 DP6725'
 DP6725'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6725'STATE ROAD 70 FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF M AND J ROAD ON
 DP6725'THE RIGHT.  TURN RIGHT ON M AND J ROAD AND GO SOUTH FOR 2.8 MI (4.5
 DP6725'KM) TO AN ORANGE GROVE ON THE LEFT, A WELL SITE ON THE RIGHT AND THE
 DP6725'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A
 DP6725'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP6725'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH M AND J ROAD.
 DP6725'
 DP6725'LOCATED 60.7 FT (18.5 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DP6725'OF A METAL GATE ENTRANCE TO A WELL SITE, 50.7 FT (15.5 M) NORTHWEST OF
 DP6725'THE APPROXIMATE CENTERLINE OF M AND J ROAD, 21.4 FT (6.5 M) SOUTH OF
 DP6725'SURVEY MARK 26216 B AND 0.7 FT (21 CM) EAST-SOUTHEAST OF A CARSONITE
 DP6725'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6726 ***********************************************************************
 DP6726  DESIGNATION -  26216 B
 DP6726  PID         -  DP6726
 DP6726  STATE/COUNTY-  FL/MANATEE
 DP6726  COUNTRY     -  US
 DP6726  USGS QUAD   -  MYAKKA CITY (2018)
 DP6726
 DP6726                         *CURRENT SURVEY CONTROL
 DP6726  ______________________________________________________________________
 DP6726* NAD 83(1986) POSITION- 27 18 53.6    (N) 082 10 39.3    (W)   HD_HELD2
 DP6726* NAVD 88 ORTHO HEIGHT -    18.939 (meters)       62.14  (feet) ADJUSTED
 DP6726  ______________________________________________________________________
 DP6726  GEOID HEIGHT    -        -24.545 (meters)                     GEOID18
 DP6726  DYNAMIC HEIGHT  -         18.910 (meters)       62.04  (feet) COMP
 DP6726  MODELED GRAVITY -    979,125.3   (mgal)                       NAVD 88
 DP6726
 DP6726  VERT ORDER      -  SECOND    CLASS I
 DP6726
 DP6726.The horizontal coordinates were established by autonomous hand held GPS
 DP6726.observations and have an estimated accuracy of +/- 10 meters.
 DP6726
 DP6726.The orthometric height was determined by differential leveling and
 DP6726.adjusted by the NATIONAL GEODETIC SURVEY
 DP6726.in July 2015.
 DP6726
 DP6726.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6726.GEOID18 height accuracy estimate available here.
 DP6726
 DP6726.Click photographs - Photos may exist for this station.
 DP6726
 DP6726.The dynamic height is computed by dividing the NAVD 88
 DP6726.geopotential number by the normal gravity value computed on the
 DP6726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6726.degrees latitude (g = 980.6199 gals.).
 DP6726
 DP6726.The modeled gravity was interpolated from observed gravity values.
 DP6726
 DP6726;                    North         East    Units  Estimated Accuracy
 DP6726;SPC FL W     -   330,306.      182,424.      MT  (+/- 10 meters HH2 GPS)
 DP6726
 DP6726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8348821862(NAD 83)
 DP6726
 DP6726                          SUPERSEDED SURVEY CONTROL
 DP6726
 DP6726.No superseded survey control is available for this station.
 DP6726
 DP6726_MARKER: DD = SURVEY DISK
 DP6726_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6726_STAMPING: 26216 B 2008
 DP6726_MARK LOGO: SFLWMD
 DP6726_PROJECTION: FLUSH
 DP6726_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6726+STABILITY: SURFACE MOTION
 DP6726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6726+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2014
 DP6726_ROD/PIPE-DEPTH: 3.05 meters
 DP6726
 DP6726  HISTORY     - Date     Condition        Report By
 DP6726  HISTORY     - 20080304 MONUMENTED       SFLWMD
 DP6726  HISTORY     - 20140328 GOOD             FLDEP
 DP6726
 DP6726                          STATION DESCRIPTION
 DP6726
 DP6726'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6726'THE MARK IS ABOUT 5.5 MI (8.8 KM) EAST OF OLD MYAKKA, 4.3 MI (6.9 KM)
 DP6726'WEST OF EDGEVILLE, 2.6 MI (4.2 KM) SOUTH-SOUTHWEST OF MYAKKA CITY, IN
 DP6726'SECTION 26, TOWNSHIP 36 SOUTH, RANGE 21 EAST.
 DP6726'
 DP6726'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6726'STATE ROAD 70 FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF M AND J ROAD ON
 DP6726'THE RIGHT.  TURN RIGHT ON M AND J ROAD AND GO SOUTH FOR 2.8 MI (4.5
 DP6726'KM) TO AN ORANGE GROVE ON THE LEFT, A WELL SITE ON THE RIGHT AND THE
 DP6726'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A
 DP6726'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP6726'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH M AND J ROAD.
 DP6726'
 DP6726'LOCATED 78.7 FT (24.0 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DP6726'OF A METAL GATE ENTRANCE TO A WELL SITE, 63.0 FT (19.2 M) NORTHWEST OF
 DP6726'THE APPROXIMATE CENTERLINE OF M AND J ROAD, 21.4 FT (6.5 M) NORTH OF
 DP6726'SURVEY MARK 26216 A AND 0.6 FT (18 CM) NORTHEAST OF A CARSONITE
 DP6726'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6702 ***********************************************************************
 DP6702  DESIGNATION -  26227 A
 DP6702  PID         -  DP6702
 DP6702  STATE/COUNTY-  FL/MANATEE
 DP6702  COUNTRY     -  US
 DP6702  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6702
 DP6702                         *CURRENT SURVEY CONTROL
 DP6702  ______________________________________________________________________
 DP6702* NAD 83(1986) POSITION- 27 25 34.9    (N) 082 07 59.1    (W)   HD_HELD2
 DP6702* NAVD 88 ORTHO HEIGHT -    18.056 (meters)       59.24  (feet) ADJUSTED
 DP6702  ______________________________________________________________________
 DP6702  GEOID HEIGHT    -        -24.710 (meters)                     GEOID18
 DP6702  DYNAMIC HEIGHT  -         18.028 (meters)       59.15  (feet) COMP
 DP6702  MODELED GRAVITY -    979,134.5   (mgal)                       NAVD 88
 DP6702
 DP6702  VERT ORDER      -  SECOND    CLASS I
 DP6702
 DP6702.The horizontal coordinates were established by autonomous hand held GPS
 DP6702.observations and have an estimated accuracy of +/- 10 meters.
 DP6702
 DP6702.The orthometric height was determined by differential leveling and
 DP6702.adjusted by the NATIONAL GEODETIC SURVEY
 DP6702.in July 2015.
 DP6702
 DP6702.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6702.GEOID18 height accuracy estimate available here.
 DP6702
 DP6702.Click photographs - Photos may exist for this station.
 DP6702
 DP6702.The dynamic height is computed by dividing the NAVD 88
 DP6702.geopotential number by the normal gravity value computed on the
 DP6702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6702.degrees latitude (g = 980.6199 gals.).
 DP6702
 DP6702.The modeled gravity was interpolated from observed gravity values.
 DP6702
 DP6702;                    North         East    Units  Estimated Accuracy
 DP6702;SPC FL W     -   342,652.      186,842.      MT  (+/- 10 meters HH2 GPS)
 DP6702
 DP6702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8800334170(NAD 83)
 DP6702
 DP6702                          SUPERSEDED SURVEY CONTROL
 DP6702
 DP6702.No superseded survey control is available for this station.
 DP6702
 DP6702_MARKER: DD = SURVEY DISK
 DP6702_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP6702_SP_SET: BRIDGE WING WALL
 DP6702_STAMPING: 26227 A
 DP6702_MARK LOGO: FLSRD
 DP6702_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6702_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6702+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2014
 DP6702
 DP6702  HISTORY     - Date     Condition        Report By
 DP6702  HISTORY     - UNK      MONUMENTED       FLSRD
 DP6702  HISTORY     - 20140327 GOOD             FLDEP
 DP6702
 DP6702                          STATION DESCRIPTION
 DP6702
 DP6702'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6702'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTH OF EDGEVILLE, 5.6 MI (9.0 KM)
 DP6702'NORTH-NORTHEAST OF MYAKKA CITY, 4.5 MI (7.3 KM) SOUTHWEST OF MYAKKA
 DP6702'HEAD, IN SECTION 20, TOWNSHIP 35 SOUTH, RANGE 22 EAST.
 DP6702'
 DP6702'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6702'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6702'ROAD ON THE LEFT, TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6702'6.2 MI (10.0 KM) TO THE JUNCTION OF TAYLOR ROAD ON THE LEFT, CONTINUE
 DP6702'NORTH ON MYAKKA WAUCHULA ROAD FOR 0.3 MI (0.5 KM) TO A BRIDGE LOCATED
 DP6702'AT YOUNGS CREEK AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE
 DP6702'SOUTHEAST CORNER OF THE BRIDGE WINGWALL ABOUT 0.5 FT (15 CM) ABOVE THE
 DP6702'LEVEL OF MYAKKA WAUCHULA ROAD.
 DP6702'
 DP6702'LOCATED 43.0 FT (13.1 M) SOUTHEAST OF SURVEY MARK 26227 B, 19.4 FT
 DP6702'(5.9 M) SOUTH OF A STAFF GAUGE, 16.5 FT (5.0 M) EAST OF THE
 DP6702'APPROXIMATE CENTERLINE OF MYAKKA WAUCHULA ROAD AND 4.4 FT (1.3 M)
 DP6702'SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6703 ***********************************************************************
 DP6703  DESIGNATION -  26227 B
 DP6703  PID         -  DP6703
 DP6703  STATE/COUNTY-  FL/MANATEE
 DP6703  COUNTRY     -  US
 DP6703  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6703
 DP6703                         *CURRENT SURVEY CONTROL
 DP6703  ______________________________________________________________________
 DP6703* NAD 83(1986) POSITION- 27 25 35.2    (N) 082 07 59.6    (W)   HD_HELD2
 DP6703* NAVD 88 ORTHO HEIGHT -    18.052 (meters)       59.23  (feet) ADJUSTED
 DP6703  ______________________________________________________________________
 DP6703  GEOID HEIGHT    -        -24.710 (meters)                     GEOID18
 DP6703  DYNAMIC HEIGHT  -         18.024 (meters)       59.13  (feet) COMP
 DP6703  MODELED GRAVITY -    979,134.5   (mgal)                       NAVD 88
 DP6703
 DP6703  VERT ORDER      -  SECOND    CLASS I
 DP6703
 DP6703.The horizontal coordinates were established by autonomous hand held GPS
 DP6703.observations and have an estimated accuracy of +/- 10 meters.
 DP6703
 DP6703.The orthometric height was determined by differential leveling and
 DP6703.adjusted by the NATIONAL GEODETIC SURVEY
 DP6703.in July 2015.
 DP6703
 DP6703.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6703.GEOID18 height accuracy estimate available here.
 DP6703
 DP6703.Click photographs - Photos may exist for this station.
 DP6703
 DP6703.The dynamic height is computed by dividing the NAVD 88
 DP6703.geopotential number by the normal gravity value computed on the
 DP6703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6703.degrees latitude (g = 980.6199 gals.).
 DP6703
 DP6703.The modeled gravity was interpolated from observed gravity values.
 DP6703
 DP6703;                    North         East    Units  Estimated Accuracy
 DP6703;SPC FL W     -   342,661.      186,828.      MT  (+/- 10 meters HH2 GPS)
 DP6703
 DP6703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8799034179(NAD 83)
 DP6703
 DP6703                          SUPERSEDED SURVEY CONTROL
 DP6703
 DP6703.No superseded survey control is available for this station.
 DP6703
 DP6703_MARKER: DD = SURVEY DISK
 DP6703_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP6703_SP_SET: BRIDGE WING WALL
 DP6703_STAMPING: 26227 B
 DP6703_MARK LOGO: FLSRD
 DP6703_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6703+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2014
 DP6703
 DP6703  HISTORY     - Date     Condition        Report By
 DP6703  HISTORY     - UNK      MONUMENTED       FLSRD
 DP6703  HISTORY     - 20140327 GOOD             FLDEP
 DP6703
 DP6703                          STATION DESCRIPTION
 DP6703
 DP6703'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6703'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTH OF EDGEVILLE, 5.6 MI (9.0 KM)
 DP6703'NORTH-NORTHEAST OF MYAKKA CITY, 4.5 MI (7.3 KM) SOUTHWEST OF MYAKKA
 DP6703'HEAD, IN SECTION 20, TOWNSHIP 35 SOUTH, RANGE 22 EAST.
 DP6703'
 DP6703'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DP6703'STATE ROAD 70 FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF MYAKKA WAUCHULA
 DP6703'ROAD ON THE LEFT, TURN LEFT ON MYAKKA WAUCHULA ROAD AND GO NORTH FOR
 DP6703'6.2 MI (10.0 KM) TO THE JUNCTION OF TAYLOR ROAD ON THE LEFT, CONTINUE
 DP6703'NORTH ON MYAKKA WAUCHULA ROAD FOR 0.3 MI (0.5 KM) TO A BRIDGE LOCATED
 DP6703'AT YOUNGS CREEK AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE
 DP6703'NORTHWEST CORNER OF THE BRIDGE WINGWALL ABOUT 0.5 FT (15 CM) ABOVE THE
 DP6703'LEVEL OF MYAKKA WAUCHULA ROAD.
 DP6703'
 DP6703'LOCATED 43.0 FT (13.1 M) NORTHWEST OF SURVEY MARK 26227 A, 33.0 FT
 DP6703'(10.1 M) WEST-NORTHWEST OF A STAFF GAUGE, 16.0 FT (4.9 M) WEST OF THE
 DP6703'APPROXIMATE CENTERLINE OF MYAKKA WAUCHULA ROAD AND 4.4 FT (1.3 M)
 DP6703'SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6743 ***********************************************************************
 DP6743  DESIGNATION -  26233
 DP6743  PID         -  DP6743
 DP6743  STATE/COUNTY-  FL/MANATEE
 DP6743  COUNTRY     -  US
 DP6743  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6743
 DP6743                         *CURRENT SURVEY CONTROL
 DP6743  ______________________________________________________________________
 DP6743* NAD 83(1986) POSITION- 27 23 59.6    (N) 082 12 29.0    (W)   HD_HELD2
 DP6743* NAVD 88 ORTHO HEIGHT -    20.032 (meters)       65.72  (feet) ADJUSTED
 DP6743  ______________________________________________________________________
 DP6743  GEOID HEIGHT    -        -24.644 (meters)                     GEOID18
 DP6743  DYNAMIC HEIGHT  -         20.002 (meters)       65.62  (feet) COMP
 DP6743  MODELED GRAVITY -    979,129.4   (mgal)                       NAVD 88
 DP6743
 DP6743  VERT ORDER      -  SECOND    CLASS I
 DP6743
 DP6743.The horizontal coordinates were established by autonomous hand held GPS
 DP6743.observations and have an estimated accuracy of +/- 10 meters.
 DP6743
 DP6743.The orthometric height was determined by differential leveling and
 DP6743.adjusted by the NATIONAL GEODETIC SURVEY
 DP6743.in June 2015.
 DP6743
 DP6743.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6743.GEOID18 height accuracy estimate available here.
 DP6743
 DP6743.Click photographs - Photos may exist for this station.
 DP6743
 DP6743.The dynamic height is computed by dividing the NAVD 88
 DP6743.geopotential number by the normal gravity value computed on the
 DP6743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6743.degrees latitude (g = 980.6199 gals.).
 DP6743
 DP6743.The modeled gravity was interpolated from observed gravity values.
 DP6743
 DP6743;                    North         East    Units  Estimated Accuracy
 DP6743;SPC FL W     -   339,729.      179,424.      MT  (+/- 10 meters HH2 GPS)
 DP6743
 DP6743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8056431307(NAD 83)
 DP6743
 DP6743                          SUPERSEDED SURVEY CONTROL
 DP6743
 DP6743.No superseded survey control is available for this station.
 DP6743
 DP6743_MARKER: DD = SURVEY DISK
 DP6743_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6743_STAMPING: 26233 2014
 DP6743_MARK LOGO: SWFWMD
 DP6743_PROJECTION: RECESSED 3 CENTIMETERS
 DP6743_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6743+STABILITY: SURFACE MOTION
 DP6743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6743+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2014
 DP6743_ROD/PIPE-DEPTH: 7.0 meters
 DP6743
 DP6743  HISTORY     - Date     Condition        Report By
 DP6743  HISTORY     - 20140425 MONUMENTED       FLDEP
 DP6743
 DP6743                          STATION DESCRIPTION
 DP6743
 DP6743'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6743'THE MARK IS ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF OLD MYAKKA, 4.5
 DP6743'MI (7.2 KM) NORTHWEST OF MYAKKA CITY, 3.8 MI (6.1 KM) EAST-NORTHEAST
 DP6743'OF VERNA IN SECTION 28, TOWNSHIP 35 SOUTH, RANGE 21 EAST.  NOTE
 DP6743'PERMISSION NEEDED TO ACCESS PROPERTY, CONTACT JOHN GARRETT AT
 DP6743'941-716-1615.
 DP6743'
 DP6743'TO REACH THE MARK FROM THE WESTERNMOST JUNCTION OF STATE ROAD 70 AND
 DP6743'COUNTY ROAD 675, ABOUT 9.3 MI (15.0 KM) NORTHWEST OF MYAKKA CITY, GO
 DP6743'SOUTHEAST ON STATE ROAD 70 FOR 5.7 MI (9.2 KM) TO THE INTERSECTION OF
 DP6743'BETTS ROAD ON THE RIGHT AND OGLEBY CREEK ROAD ON THE LEFT.  TURN LEFT
 DP6743'ON OGLEBY CREEK ROAD AND GO NORTH AND EAST FOR 3.2 MI (5.1 KM) TO A
 DP6743'GATED SAND TRAIL ON THE RIGHT.  TURN RIGHT ON THE SAND ROAD ENTERING
 DP6743'FALKNER FARMS AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF AN
 DP6743'ELEVATED LEVEE ROAD.  TURN RIGHT ON THE LEVEE ROAD AND GO WEST FOR 0.3
 DP6743'MI (0.5 KM) TO A GATE ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR ABOUT
 DP6743'100.0 FT (30.5 M) TO A GATE, GO THROUGH THE GATE NORTHWESTERLY INTO A
 DP6743'PASTURE FOR ABOUT 185.0 FT (56.4 M) TO A WELL SITE AND THE MARK AHEAD,
 DP6743'AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.0 FT (7.0 M) WITH A
 DP6743'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP6743'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.1 FT (3 CM) BELOW THE
 DP6743'LEVEL OF THE GROUND.
 DP6743'
 DP6743'LOCATED 185.0 FT (56.4 M) NORTHWEST OF THE APPROXIMATE CENTER OF A
 DP6743'METAL PASTURE GATE, 151.0 FT (46.0 M) NORTH OF A BARB WIRE FENCE, 3.7
 DP6743'FT (1.1 M) SOUTH OF WELL CASING NUMBER 26233 AND 2.5 FT (0.8 M) SOUTH
 DP6743'OF A CARSONITE WITNESS POST.
 DP6743'
 DP6743'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6743'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6744 ***********************************************************************
 DP6744  DESIGNATION -  26234
 DP6744  PID         -  DP6744
 DP6744  STATE/COUNTY-  FL/MANATEE
 DP6744  COUNTRY     -  US
 DP6744  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6744
 DP6744                         *CURRENT SURVEY CONTROL
 DP6744  ______________________________________________________________________
 DP6744* NAD 83(1986) POSITION- 27 23 55.2    (N) 082 12 29.0    (W)   HD_HELD2
 DP6744* NAVD 88 ORTHO HEIGHT -    19.136 (meters)       62.78  (feet) ADJUSTED
 DP6744  ______________________________________________________________________
 DP6744  GEOID HEIGHT    -        -24.642 (meters)                     GEOID18
 DP6744  DYNAMIC HEIGHT  -         19.107 (meters)       62.69  (feet) COMP
 DP6744  MODELED GRAVITY -    979,129.4   (mgal)                       NAVD 88
 DP6744
 DP6744  VERT ORDER      -  SECOND    CLASS I
 DP6744
 DP6744.The horizontal coordinates were established by autonomous hand held GPS
 DP6744.observations and have an estimated accuracy of +/- 10 meters.
 DP6744
 DP6744.The orthometric height was determined by differential leveling and
 DP6744.adjusted by the NATIONAL GEODETIC SURVEY
 DP6744.in June 2015.
 DP6744
 DP6744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6744.GEOID18 height accuracy estimate available here.
 DP6744
 DP6744.Click photographs - Photos may exist for this station.
 DP6744
 DP6744.The dynamic height is computed by dividing the NAVD 88
 DP6744.geopotential number by the normal gravity value computed on the
 DP6744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6744.degrees latitude (g = 980.6199 gals.).
 DP6744
 DP6744.The modeled gravity was interpolated from observed gravity values.
 DP6744
 DP6744;                    North         East    Units  Estimated Accuracy
 DP6744;SPC FL W     -   339,594.      179,424.      MT  (+/- 10 meters HH2 GPS)
 DP6744
 DP6744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8056231171(NAD 83)
 DP6744
 DP6744                          SUPERSEDED SURVEY CONTROL
 DP6744
 DP6744.No superseded survey control is available for this station.
 DP6744
 DP6744_MARKER: DD = SURVEY DISK
 DP6744_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6744_STAMPING: 26234 2014
 DP6744_MARK LOGO: SWFWMD
 DP6744_PROJECTION: RECESSED 8 CENTIMETERS
 DP6744_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6744+STABILITY: SURFACE MOTION
 DP6744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6744+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2014
 DP6744_ROD/PIPE-DEPTH: 10.1 meters
 DP6744
 DP6744  HISTORY     - Date     Condition        Report By
 DP6744  HISTORY     - 20140425 MONUMENTED       FLDEP
 DP6744
 DP6744                          STATION DESCRIPTION
 DP6744
 DP6744'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6744'THE MARK IS ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF OLD MYAKKA, 4.4
 DP6744'MI (7.1 KM) NORTHWEST OF MYAKKA CITY, 3.8 MI (6.1 KM) EAST-NORTHEAST
 DP6744'OF VERNA, IN SECTION 28, TOWNSHIP 35 SOUTH, RANGE 21 EAST.  NOTE
 DP6744'PERMISSION NEEDED TO ACCESS PROPERTY, CONTACT JOHN GARRETT AT
 DP6744'941-716-1615.
 DP6744'
 DP6744'TO REACH THE MARK FROM THE WESTERNMOST JUNCTION OF STATE ROAD 70 AND
 DP6744'COUNTY ROAD 675, ABOUT 9.3 MI (15.0 KM) NORTHWEST OF MYAKKA CITY, GO
 DP6744'SOUTHEAST ON STATE ROAD 70 FOR 5.7 MI (9.2 KM) TO THE INTERSECTION OF
 DP6744'BETTS ROAD ON THE RIGHT AND OGLEBY CREEK ROAD ON THE LEFT.  TURN LEFT
 DP6744'ON OGLEBY CREEK ROAD AND GO NORTH AND EAST FOR 3.2 MI (5.1 KM) TO A
 DP6744'GATED SAND TRAIL ON THE RIGHT.  TURN RIGHT AND GO SOUTH ON THE SAND
 DP6744'ROAD ENTERING FALKNER FARMS FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF AN
 DP6744'ELEVATED LEVEE ROAD.  TURN RIGHT ON THE LEVEE ROAD AND GO WEST FOR 0.3
 DP6744'MI (0.5 KM) TO A GATE ON THE RIGHT, A WELL SITE ON THE LEFT AND THE
 DP6744'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 33.2
 DP6744'FT (10.1 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP6744'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9
 DP6744'CM) BELOW THE LEVEL OF THE GROUND.
 DP6744'
 DP6744'LOCATED 170.0 FT (51.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DP6744'LEVEE ROAD, 100.0 FT (30.5 M) EAST OF THE EAST BANK OF A DITCH AND
 DP6744'TREE LINE, 4.3 FT (1.3 M) NORTH OF WELL CASING NUMBER 26234 AND 1.6 FT
 DP6744'(0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DP6744'
 DP6744'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6744'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6745 ***********************************************************************
 DP6745  DESIGNATION -  26235
 DP6745  PID         -  DP6745
 DP6745  STATE/COUNTY-  FL/MANATEE
 DP6745  COUNTRY     -  US
 DP6745  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6745
 DP6745                         *CURRENT SURVEY CONTROL
 DP6745  ______________________________________________________________________
 DP6745* NAD 83(1986) POSITION- 27 23 55.5    (N) 082 12 40.7    (W)   HD_HELD2
 DP6745* NAVD 88 ORTHO HEIGHT -    19.277 (meters)       63.24  (feet) ADJUSTED
 DP6745  ______________________________________________________________________
 DP6745  GEOID HEIGHT    -        -24.641 (meters)                     GEOID18
 DP6745  DYNAMIC HEIGHT  -         19.247 (meters)       63.15  (feet) COMP
 DP6745  MODELED GRAVITY -    979,129.2   (mgal)                       NAVD 88
 DP6745
 DP6745  VERT ORDER      -  SECOND    CLASS I
 DP6745
 DP6745.The horizontal coordinates were established by autonomous hand held GPS
 DP6745.observations and have an estimated accuracy of +/- 10 meters.
 DP6745
 DP6745.The orthometric height was determined by differential leveling and
 DP6745.adjusted by the NATIONAL GEODETIC SURVEY
 DP6745.in June 2015.
 DP6745
 DP6745.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6745.GEOID18 height accuracy estimate available here.
 DP6745
 DP6745.Click photographs - Photos may exist for this station.
 DP6745
 DP6745.The dynamic height is computed by dividing the NAVD 88
 DP6745.geopotential number by the normal gravity value computed on the
 DP6745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6745.degrees latitude (g = 980.6199 gals.).
 DP6745
 DP6745.The modeled gravity was interpolated from observed gravity values.
 DP6745
 DP6745;                    North         East    Units  Estimated Accuracy
 DP6745;SPC FL W     -   339,603.      179,103.      MT  (+/- 10 meters HH2 GPS)
 DP6745
 DP6745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8024131184(NAD 83)
 DP6745
 DP6745                          SUPERSEDED SURVEY CONTROL
 DP6745
 DP6745.No superseded survey control is available for this station.
 DP6745
 DP6745_MARKER: DD = SURVEY DISK
 DP6745_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6745_STAMPING: 26235 2014
 DP6745_MARK LOGO: SWFWMD
 DP6745_PROJECTION: RECESSED 5 CENTIMETERS
 DP6745_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6745+STABILITY: SURFACE MOTION
 DP6745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6745+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2014
 DP6745_ROD/PIPE-DEPTH: 11.9 meters
 DP6745
 DP6745  HISTORY     - Date     Condition        Report By
 DP6745  HISTORY     - 20140425 MONUMENTED       FLDEP
 DP6745
 DP6745                          STATION DESCRIPTION
 DP6745
 DP6745'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6745'THE MARK IS ABOUT 6.8 MI (10.9 KM) NORTH-NORTHEAST OF OLD MYAKKA, 4.6
 DP6745'MI (7.4 KM) NORTHWEST OF MYAKKA CITY, 3.6 MI (5.8 KM) EAST-NORTHEAST
 DP6745'OF VERNA, IN SECTION 28, TOWNSHIP 35 SOUTH, RANGE 21 EAST.  NOTE
 DP6745'PERMISSION NEEDED TO ACCESS PROPERTY, CONTACT JOHN GARRETT AT
 DP6745'941-716-1615.
 DP6745'
 DP6745'TO REACH THE MARK FROM THE WESTERNMOST JUNCTION OF STATE ROAD 70 AND
 DP6745'COUNTY ROAD 675, ABOUT 9.3 MI (15.0 KM) NORTHWEST OF MYAKKA CITY, GO
 DP6745'SOUTHEAST ON STATE ROAD 70 FOR 5.7 MI (9.2 KM) TO THE INTERSECTION OF
 DP6745'BETTS ROAD ON THE RIGHT AND OGLEBY CREEK ROAD ON THE LEFT.  TURN LEFT
 DP6745'ON OGLEBY CREEK ROAD AND GO NORTH AND EAST FOR 3.2 MI (5.1 KM) TO A
 DP6745'GATED SAND TRAIL ON THE RIGHT.  TURN RIGHT ON THE SAND ROAD ENTERING
 DP6745'FALKNER FARMS AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF AN
 DP6745'ELEVATED LEVEE ROAD.  TURN RIGHT ON THE LEVEE ROAD AND GO WEST FOR
 DP6745'0.55 MI (0.9 KM) TO A GATE ON THE RIGHT, A WELL SITE ON THE LEFT AND
 DP6745'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP6745'39.0 FT (11.9 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH
 DP6745'(30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED
 DP6745'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND.
 DP6745'
 DP6745'LOCATED 177.0 FT (53.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DP6745'LEVEE ROAD, 31.0 FT (9.4 M) EAST OF THE EAST BANK OF A DITCH AND TREE
 DP6745'LINE, 8.7 FT (2.7 M) NORTH OF WELL CASING NUMBER 26235, 2.0 FT (0.6 M)
 DP6745'NORTH OF A RAIN GAUGE POLE AND 1.5 FT (0.5 M) NORTH OF A CARSONITE
 DP6745'WITNESS POST.
 DP6745'
 DP6745'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6745'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6746 ***********************************************************************
 DP6746  DESIGNATION -  26236
 DP6746  PID         -  DP6746
 DP6746  STATE/COUNTY-  FL/MANATEE
 DP6746  COUNTRY     -  US
 DP6746  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6746
 DP6746                         *CURRENT SURVEY CONTROL
 DP6746  ______________________________________________________________________
 DP6746* NAD 83(1986) POSITION- 27 23 59.8    (N) 082 12 40.9    (W)   HD_HELD2
 DP6746* NAVD 88 ORTHO HEIGHT -    20.298 (meters)       66.59  (feet) ADJUSTED
 DP6746  ______________________________________________________________________
 DP6746  GEOID HEIGHT    -        -24.642 (meters)                     GEOID18
 DP6746  DYNAMIC HEIGHT  -         20.267 (meters)       66.49  (feet) COMP
 DP6746  MODELED GRAVITY -    979,129.3   (mgal)                       NAVD 88
 DP6746
 DP6746  VERT ORDER      -  SECOND    CLASS I
 DP6746
 DP6746.The horizontal coordinates were established by autonomous hand held GPS
 DP6746.observations and have an estimated accuracy of +/- 10 meters.
 DP6746
 DP6746.The orthometric height was determined by differential leveling and
 DP6746.adjusted by the NATIONAL GEODETIC SURVEY
 DP6746.in June 2015.
 DP6746
 DP6746.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6746.GEOID18 height accuracy estimate available here.
 DP6746
 DP6746.Click photographs - Photos may exist for this station.
 DP6746
 DP6746.The dynamic height is computed by dividing the NAVD 88
 DP6746.geopotential number by the normal gravity value computed on the
 DP6746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6746.degrees latitude (g = 980.6199 gals.).
 DP6746
 DP6746.The modeled gravity was interpolated from observed gravity values.
 DP6746
 DP6746;                    North         East    Units  Estimated Accuracy
 DP6746;SPC FL W     -   339,736.      179,097.      MT  (+/- 10 meters HH2 GPS)
 DP6746
 DP6746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL8023731316(NAD 83)
 DP6746
 DP6746                          SUPERSEDED SURVEY CONTROL
 DP6746
 DP6746.No superseded survey control is available for this station.
 DP6746
 DP6746_MARKER: DD = SURVEY DISK
 DP6746_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6746_STAMPING: 26236 2014
 DP6746_MARK LOGO: SWFWMD
 DP6746_PROJECTION: RECESSED 5 CENTIMETERS
 DP6746_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6746+STABILITY: SURFACE MOTION
 DP6746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6746+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2014
 DP6746_ROD/PIPE-DEPTH: 8.5 meters
 DP6746
 DP6746  HISTORY     - Date     Condition        Report By
 DP6746  HISTORY     - 20140425 MONUMENTED       FLDEP
 DP6746
 DP6746                          STATION DESCRIPTION
 DP6746
 DP6746'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6746'THE MARK IS ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF OLD MYAKKA, 4.6
 DP6746'MI (7.4 KM) NORTHWEST OF MYAKKA CITY, 3.6 MI (5.8 KM) EAST-NORTHEAST
 DP6746'OF VERNA, IN SECTION 28, TOWNSHIP 35 SOUTH, RANGE 21 EAST.  NOTE
 DP6746'PERMISSION NEEDED TO ACCESS PROPERTY, CONTACT JOHN GARRETT AT
 DP6746'941-716-1615.
 DP6746'
 DP6746'TO REACH THE MARK FROM THE WESTERNMOST JUNCTION OF STATE ROAD 70 AND
 DP6746'COUNTY ROAD 675, ABOUT 9.3 MI (15.0 KM) NORTHWEST OF MYAKKA CITY, GO
 DP6746'SOUTHEAST ON STATE ROAD 70 FOR 5.7 MI (9.2 KM) TO THE INTERSECTION OF
 DP6746'BETTS ROAD ON THE RIGHT AND OGLEBY CREEK ROAD ON THE LEFT.  TURN LEFT
 DP6746'ON OGLEBY CREEK ROAD AND GO NORTH AND EAST FOR 3.2 MI (5.1 KM) TO A
 DP6746'GATED SAND TRAIL ON THE RIGHT.  TURN RIGHT ON THE SAND ROAD ENTERING
 DP6746'FALKNER FARMS AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF AN
 DP6746'ELEVATED LEVEE ROAD.  TURN RIGHT ON THE LEVEE ROAD AND GO WEST FOR
 DP6746'0.55 MI (0.9 KM) TO A GATE ON THE RIGHT.  TURN RIGHT AND GO NORTH FOR
 DP6746'ABOUT 100.0 FT (30.5 M) TO A GATE, GO THROUGH THE GATE NORTHEASTERLY
 DP6746'INTO A PASTURE FOR ABOUT 225.0 FT (68.6 M) TO A WELL SITE AND THE MARK
 DP6746'AHEAD, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 28.0 FT (8.5 M)
 DP6746'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP6746'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM)
 DP6746'BELOW THE LEVEL OF THE GROUND.
 DP6746'
 DP6746'LOCATED 225.0 FT (68.6 M) NORTHEAST OF THE APPROXIMATE CENTER OF A
 DP6746'METAL PASTURE GATE, 153.0 FT (46.6 M) NORTH OF A BARB WIRE FENCE, 2.5
 DP6746'FT (0.8 M) SOUTH OF WELL CASING NUMBER 26236 AND 1.5 FT (0.5 M) SOUTH
 DP6746'OF A CARSONITE WITNESS POST.
 DP6746'
 DP6746'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6746'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6844 ***********************************************************************
 DP6844  DESIGNATION -  26251 A
 DP6844  PID         -  DP6844
 DP6844  STATE/COUNTY-  FL/MANATEE
 DP6844  COUNTRY     -  US
 DP6844  USGS QUAD   -  LORRAINE (2018)
 DP6844
 DP6844                         *CURRENT SURVEY CONTROL
 DP6844  ______________________________________________________________________
 DP6844* NAD 83(1986) POSITION- 27 25 06.2    (N) 082 26 08.4    (W)   HD_HELD2
 DP6844* NAVD 88 ORTHO HEIGHT -     7.540 (meters)       24.74  (feet) ADJUSTED
 DP6844  ______________________________________________________________________
 DP6844  GEOID HEIGHT    -        -24.558 (meters)                     GEOID18
 DP6844  DYNAMIC HEIGHT  -          7.528 (meters)       24.70  (feet) COMP
 DP6844  MODELED GRAVITY -    979,131.3   (mgal)                       NAVD 88
 DP6844
 DP6844  VERT ORDER      -  SECOND    CLASS I
 DP6844
 DP6844.The horizontal coordinates were established by autonomous hand held GPS
 DP6844.observations and have an estimated accuracy of +/- 10 meters.
 DP6844
 DP6844.The orthometric height was determined by differential leveling and
 DP6844.adjusted by the NATIONAL GEODETIC SURVEY
 DP6844.in June 2015.
 DP6844
 DP6844.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6844.GEOID18 height accuracy estimate available here.
 DP6844
 DP6844.Click photographs - Photos may exist for this station.
 DP6844
 DP6844.The dynamic height is computed by dividing the NAVD 88
 DP6844.geopotential number by the normal gravity value computed on the
 DP6844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6844.degrees latitude (g = 980.6199 gals.).
 DP6844
 DP6844.The modeled gravity was interpolated from observed gravity values.
 DP6844
 DP6844;                    North         East    Units  Estimated Accuracy
 DP6844;SPC FL W     -   341,837.      156,921.      MT  (+/- 10 meters HH2 GPS)
 DP6844
 DP6844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5808233595(NAD 83)
 DP6844
 DP6844                          SUPERSEDED SURVEY CONTROL
 DP6844
 DP6844.No superseded survey control is available for this station.
 DP6844
 DP6844_MARKER: DD = SURVEY DISK
 DP6844_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP6844_SP_SET: BRIDGE WING WALL
 DP6844_STAMPING: 26251 A 2014
 DP6844_MARK LOGO: FLDEP
 DP6844_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6844_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6844+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2014
 DP6844
 DP6844  HISTORY     - Date     Condition        Report By
 DP6844  HISTORY     - 20140408 MONUMENTED       FLDEP
 DP6844
 DP6844                          STATION DESCRIPTION
 DP6844
 DP6844'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6844'THE MARK IS ABOUT 8.1 MI (13.0 KM) NORTHEAST OF SARASOTA, 7.8 MI (12.6
 DP6844'KM) SOUTH-SOUTHWEST OF RYE, 2.6 MI (4.2 KM) WEST-SOUTHWEST OF
 DP6844'LORRAINE, IN SECTION 19, TOWNSHIP 35, RANGE 19 EAST.
 DP6844'
 DP6844'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6844'ROAD 70 INCH (178 CM) BRADENTON, GO EAST ON STATE ROAD 70 FOR 1.55 MI
 DP6844'(2.5 KM) TO THE INTERSECTION OF FOREST RUN DRIVE ON THE LEFT AND RIVER
 DP6844'CLUB BOULEVARD ON THE RIGHT.  TURN RIGHT ON RIVER CLUB BOULEVARD AND
 DP6844'GO SOUTH FOR 1.2 MI (1.9 KM) TO THE NORTHEAST END OF THE BRADEN RIVER
 DP6844'BRIDGE ON THE LEFT AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A
 DP6844'CONCRETE WING WALL AND ABOUT 2.5 FT (0.8 M) ABOVE THE LEVEL OF RIVER
 DP6844'CLUB BOULEVARD.
 DP6844'
 DP6844'LOCATED 26.4 FT (8.0 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DP6844'OF RIVER CLUB BOULEVARD, 23.4 FT (7.1 M) SOUTH-SOUTHWEST OF A METAL NO
 DP6844'DIVING SIGN POST, 2.0 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST
 DP6844'AND 1.9 FT (0.6 M) EAST-SOUTHEAST OF AN ALUMINUM GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6845 ***********************************************************************
 DP6845  DESIGNATION -  26251 B
 DP6845  PID         -  DP6845
 DP6845  STATE/COUNTY-  FL/MANATEE
 DP6845  COUNTRY     -  US
 DP6845  USGS QUAD   -  LORRAINE (2018)
 DP6845
 DP6845                         *CURRENT SURVEY CONTROL
 DP6845  ______________________________________________________________________
 DP6845* NAD 83(1986) POSITION- 27 25 04.0    (N) 082 26 09.5    (W)   HD_HELD2
 DP6845* NAVD 88 ORTHO HEIGHT -     7.634 (meters)       25.05  (feet) ADJUSTED
 DP6845  ______________________________________________________________________
 DP6845  GEOID HEIGHT    -        -24.557 (meters)                     GEOID18
 DP6845  DYNAMIC HEIGHT  -          7.622 (meters)       25.01  (feet) COMP
 DP6845  MODELED GRAVITY -    979,131.3   (mgal)                       NAVD 88
 DP6845
 DP6845  VERT ORDER      -  SECOND    CLASS I
 DP6845
 DP6845.The horizontal coordinates were established by autonomous hand held GPS
 DP6845.observations and have an estimated accuracy of +/- 10 meters.
 DP6845
 DP6845.The orthometric height was determined by differential leveling and
 DP6845.adjusted by the NATIONAL GEODETIC SURVEY
 DP6845.in June 2015.
 DP6845
 DP6845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6845.GEOID18 height accuracy estimate available here.
 DP6845
 DP6845.Click photographs - Photos may exist for this station.
 DP6845
 DP6845.The dynamic height is computed by dividing the NAVD 88
 DP6845.geopotential number by the normal gravity value computed on the
 DP6845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6845.degrees latitude (g = 980.6199 gals.).
 DP6845
 DP6845.The modeled gravity was interpolated from observed gravity values.
 DP6845
 DP6845;                    North         East    Units  Estimated Accuracy
 DP6845;SPC FL W     -   341,769.      156,891.      MT  (+/- 10 meters HH2 GPS)
 DP6845
 DP6845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5805133528(NAD 83)
 DP6845
 DP6845                          SUPERSEDED SURVEY CONTROL
 DP6845
 DP6845.No superseded survey control is available for this station.
 DP6845
 DP6845_MARKER: DD = SURVEY DISK
 DP6845_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP6845_SP_SET: BRIDGE WING WALL
 DP6845_STAMPING: 26251 B 2014
 DP6845_MARK LOGO: FLDEP
 DP6845_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6845+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2014
 DP6845
 DP6845  HISTORY     - Date     Condition        Report By
 DP6845  HISTORY     - 20140408 MONUMENTED       FLDEP
 DP6845
 DP6845                          STATION DESCRIPTION
 DP6845
 DP6845'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6845'THE MARK IS ABOUT 8.1 MI (13.0 KM) NORTHEAST OF SARASOTA, 7.8 MI (12.6
 DP6845'KM) SOUTH-SOUTHWEST OF RYE, 2.7 MI (4.3 KM) WEST-SOUTHWEST OF
 DP6845'LORRAINE, IN SECTION 19, TOWNSHIP 35, RANGE 19 EAST.
 DP6845'
 DP6845'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6845'ROAD 70 INCH (178 CM) BRADENTON, GO EAST ON STATE ROAD 70 FOR 1.55 MI
 DP6845'(2.5 KM) TO THE INTERSECTION OF FOREST RUN DRIVE ON THE LEFT AND RIVER
 DP6845'CLUB BOULEVARD ON THE RIGHT.  TURN RIGHT ON RIVER CLUB BOULEVARD AND
 DP6845'GO SOUTH FOR 1.25 MI (2.0 KM) TO THE SOUTHEAST END OF THE BRADEN RIVER
 DP6845'BRIDGE ON THE LEFT AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A
 DP6845'CONCRETE WING WALL AND ABOUT 2.5 FT (0.8 M) ABOVE THE LEVEL OF RIVER
 DP6845'CLUB BOULEVARD.
 DP6845'
 DP6845'LOCATED 52.8 FT (16.1 M) EAST-SOUTHEAST OF A USGS STREAM GAUGE, 27.3
 DP6845'FT (8.3 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF RIVER CLUB
 DP6845'BOULEVARD, 3.5 FT (1.1 M) EAST-SOUTHEAST OF AN ALUMINUM GUARD RAIL AND
 DP6845'2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6842 ***********************************************************************
 DP6842  DESIGNATION -  26253 A
 DP6842  PID         -  DP6842
 DP6842  STATE/COUNTY-  FL/MANATEE
 DP6842  COUNTRY     -  US
 DP6842  USGS QUAD   -  BRADENTON (2018)
 DP6842
 DP6842                         *CURRENT SURVEY CONTROL
 DP6842  ______________________________________________________________________
 DP6842* NAD 83(1986) POSITION- 27 25 44.1    (N) 082 31 09.6    (W)   HD_HELD2
 DP6842* NAVD 88 ORTHO HEIGHT -     4.637 (meters)       15.21  (feet) ADJUSTED
 DP6842  ______________________________________________________________________
 DP6842  GEOID HEIGHT    -        -24.495 (meters)                     GEOID18
 DP6842  DYNAMIC HEIGHT  -          4.630 (meters)       15.19  (feet) COMP
 DP6842  MODELED GRAVITY -    979,134.5   (mgal)                       NAVD 88
 DP6842
 DP6842  VERT ORDER      -  SECOND    CLASS I
 DP6842
 DP6842.The horizontal coordinates were established by autonomous hand held GPS
 DP6842.observations and have an estimated accuracy of +/- 10 meters.
 DP6842
 DP6842.The orthometric height was determined by differential leveling and
 DP6842.adjusted by the NATIONAL GEODETIC SURVEY
 DP6842.in June 2015.
 DP6842
 DP6842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6842.GEOID18 height accuracy estimate available here.
 DP6842
 DP6842.Click photographs - Photos may exist for this station.
 DP6842
 DP6842.The dynamic height is computed by dividing the NAVD 88
 DP6842.geopotential number by the normal gravity value computed on the
 DP6842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6842.degrees latitude (g = 980.6199 gals.).
 DP6842
 DP6842.The modeled gravity was interpolated from observed gravity values.
 DP6842
 DP6842;                    North         East    Units  Estimated Accuracy
 DP6842;SPC FL W     -   343,035.      148,653.      MT  (+/- 10 meters HH2 GPS)
 DP6842
 DP6842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4982434860(NAD 83)
 DP6842
 DP6842                          SUPERSEDED SURVEY CONTROL
 DP6842
 DP6842.No superseded survey control is available for this station.
 DP6842
 DP6842_MARKER: DD = SURVEY DISK
 DP6842_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP6842_SP_SET: WINGWALL
 DP6842_STAMPING: 26253 A 2014
 DP6842_MARK LOGO: FLDEP
 DP6842_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6842+STABILITY: SURFACE MOTION
 DP6842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6842+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2014
 DP6842
 DP6842  HISTORY     - Date     Condition        Report By
 DP6842  HISTORY     - 20140411 MONUMENTED       FLDEP
 DP6842
 DP6842                          STATION DESCRIPTION
 DP6842
 DP6842'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6842'THE MARK IS ABOUT 7.1 MI (11.5 KM) SOUTH-SOUTHEAST OF PALMETTO, 6.4 MI
 DP6842'(10.4 KM) NORTH OF SARASOTA, 5.9 MI (9.5 KM) SOUTHEAST OF BRADENTON,
 DP6842'IN SECTION 20, TOWNSHIP 35, RANGE 18 EAST.
 DP6842'
 DP6842'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6842'ROAD 70 IN BRADENTON, GO WEST ON STATE ROAD 70 FOR 2.9 MI (4.7 KM) TO
 DP6842'THE INTERSECTION OF LOCKWOOD RIDGE ROAD, TURN LEFT ON LOCKWOOD RIDGE
 DP6842'ROAD AND GO SOUTH FOR 1.2 MI (1.9 KM) TO THE INTERSECTION OF HONORE
 DP6842'AVENUE ON THE LEFT AND 63RD AVENUE EAST ON THE RIGHT, TURN RIGHT ON
 DP6842'63RD AVENUE EAST AND GO WEST FOR 0.85 MI (1.4 KM) TO THE PEARCE CANAL
 DP6842'CROSSING AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE
 DP6842'SOUTHEAST CONCRETE WINGWALL AND ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL
 DP6842'OF 63RD AVENUE EAST.
 DP6842'
 DP6842'LOCATED 51.0 FT (15.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF 63RD
 DP6842'AVENUE EAST, 11.4 FT (3.5 M) SOUTHWEST OF A CARSONITE WITNESS POST,
 DP6842'8.7 FT (2.7 M) SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK AND 1.0
 DP6842'FT (0.3 M) NORTHWEST OF THE SOUTHEAST END OF A CONCRETE WING WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6843 ***********************************************************************
 DP6843  DESIGNATION -  26253 B
 DP6843  PID         -  DP6843
 DP6843  STATE/COUNTY-  FL/MANATEE
 DP6843  COUNTRY     -  US
 DP6843  USGS QUAD   -  BRADENTON (2018)
 DP6843
 DP6843                         *CURRENT SURVEY CONTROL
 DP6843  ______________________________________________________________________
 DP6843* NAD 83(1986) POSITION- 27 25 44.1    (N) 082 31 10.2    (W)   HD_HELD2
 DP6843* NAVD 88 ORTHO HEIGHT -     4.607 (meters)       15.11  (feet) ADJUSTED
 DP6843  ______________________________________________________________________
 DP6843  GEOID HEIGHT    -        -24.495 (meters)                     GEOID18
 DP6843  DYNAMIC HEIGHT  -          4.600 (meters)       15.09  (feet) COMP
 DP6843  MODELED GRAVITY -    979,134.5   (mgal)                       NAVD 88
 DP6843
 DP6843  VERT ORDER      -  SECOND    CLASS I
 DP6843
 DP6843.The horizontal coordinates were established by autonomous hand held GPS
 DP6843.observations and have an estimated accuracy of +/- 10 meters.
 DP6843
 DP6843.The orthometric height was determined by differential leveling and
 DP6843.adjusted by the NATIONAL GEODETIC SURVEY
 DP6843.in June 2015.
 DP6843
 DP6843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6843.GEOID18 height accuracy estimate available here.
 DP6843
 DP6843.Click photographs - Photos may exist for this station.
 DP6843
 DP6843.The dynamic height is computed by dividing the NAVD 88
 DP6843.geopotential number by the normal gravity value computed on the
 DP6843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6843.degrees latitude (g = 980.6199 gals.).
 DP6843
 DP6843.The modeled gravity was interpolated from observed gravity values.
 DP6843
 DP6843;                    North         East    Units  Estimated Accuracy
 DP6843;SPC FL W     -   343,035.      148,637.      MT  (+/- 10 meters HH2 GPS)
 DP6843
 DP6843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4980834860(NAD 83)
 DP6843
 DP6843                          SUPERSEDED SURVEY CONTROL
 DP6843
 DP6843.No superseded survey control is available for this station.
 DP6843
 DP6843_MARKER: DD = SURVEY DISK
 DP6843_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DP6843_SP_SET: WING WALL
 DP6843_STAMPING: 26253 B 2014
 DP6843_MARK LOGO: FLDEP
 DP6843_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6843+STABILITY: SURFACE MOTION
 DP6843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6843+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2014
 DP6843
 DP6843  HISTORY     - Date     Condition        Report By
 DP6843  HISTORY     - 20140411 MONUMENTED       FLDEP
 DP6843
 DP6843                          STATION DESCRIPTION
 DP6843
 DP6843'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6843'THE MARK IS ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHEAST OF PALMETTO, 6.4 MI
 DP6843'(10.3 KM) NORTH OF SARASOTA, 5.9 MI (9.5 KM) SOUTHEAST OF BRADENTON,
 DP6843'IN SECTION 20, TOWNSHIP 35, RANGE 18 EAST.
 DP6843'
 DP6843'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6843'ROAD 70 INCH (178 CM) BRADENTON, GO WEST ON STATE ROAD 70 FOR 2.9 MI
 DP6843'(4.7 KM) TO THE INTERSECTION OF LOCKWOOD RIDGE ROAD.  TURN LEFT ON
 DP6843'LOCKWOOD RIDGE ROAD AND GO SOUTH FOR 1.2 MI (1.9 KM) TO THE
 DP6843'INTERSECTION OF HONORE AVENUE ON THE LEFT AND 63RD AVENUE EAST ON THE
 DP6843'RIGHT.  TURN RIGHT ON 63RD AVENUE EAST AND GO WEST FOR 0.85 MI (1.4
 DP6843'KM) TO THE PEARCE CANAL CROSSING AND THE MARK ON THE LEFT, SET FLUSH
 DP6843'IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL AND ABOUT 3.0 FT (0.9
 DP6843'M) BELOW THE LEVEL OF 63RD AVENUE EAST.
 DP6843'
 DP6843'LOCATED 49.8 FT (15.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF 63RD
 DP6843'AVENUE EAST, 11.6 FT (3.5 M) SOUTHEAST OF A CARSONITE WITNESS POST,
 DP6843'7.8 FT (2.4 M) SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK AND 1.0
 DP6843'FT (0.3 M) NORTHEAST OF THE SOUTHWEST END OF A CONCRETE WING WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6850 ***********************************************************************
 DP6850  DESIGNATION -  26254 A
 DP6850  PID         -  DP6850
 DP6850  STATE/COUNTY-  FL/MANATEE
 DP6850  COUNTRY     -  US
 DP6850  USGS QUAD   -  PALMETTO (2018)
 DP6850
 DP6850                         *CURRENT SURVEY CONTROL
 DP6850  ______________________________________________________________________
 DP6850* NAD 83(1986) POSITION- 27 34 48.0    (N) 082 30 48.2    (W)   HD_HELD2
 DP6850* NAVD 88 ORTHO HEIGHT -     7.035 (meters)       23.08  (feet) ADJUSTED
 DP6850  ______________________________________________________________________
 DP6850  GEOID HEIGHT    -        -24.605 (meters)                     GEOID18
 DP6850  DYNAMIC HEIGHT  -          7.025 (meters)       23.05  (feet) COMP
 DP6850  MODELED GRAVITY -    979,146.7   (mgal)                       NAVD 88
 DP6850
 DP6850  VERT ORDER      -  SECOND    CLASS I
 DP6850
 DP6850.The horizontal coordinates were established by autonomous hand held GPS
 DP6850.observations and have an estimated accuracy of +/- 10 meters.
 DP6850
 DP6850.The orthometric height was determined by differential leveling and
 DP6850.adjusted by the NATIONAL GEODETIC SURVEY
 DP6850.in June 2015.
 DP6850
 DP6850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6850.GEOID18 height accuracy estimate available here.
 DP6850
 DP6850.Click photographs - Photos may exist for this station.
 DP6850
 DP6850.The dynamic height is computed by dividing the NAVD 88
 DP6850.geopotential number by the normal gravity value computed on the
 DP6850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6850.degrees latitude (g = 980.6199 gals.).
 DP6850
 DP6850.The modeled gravity was interpolated from observed gravity values.
 DP6850
 DP6850;                    North         East    Units  Estimated Accuracy
 DP6850;SPC FL W     -   359,774.      149,310.      MT  (+/- 10 meters HH2 GPS)
 DP6850
 DP6850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5061651591(NAD 83)
 DP6850
 DP6850                          SUPERSEDED SURVEY CONTROL
 DP6850
 DP6850.No superseded survey control is available for this station.
 DP6850
 DP6850_MARKER: DD = SURVEY DISK
 DP6850_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP6850_SP_SET: BRIDGE GUARDRAIL
 DP6850_STAMPING: 26254 A 2014
 DP6850_MARK LOGO: FLDEP
 DP6850_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6850+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2014
 DP6850
 DP6850  HISTORY     - Date     Condition        Report By
 DP6850  HISTORY     - 20141008 MONUMENTED       FLDEP
 DP6850
 DP6850                          STATION DESCRIPTION
 DP6850
 DP6850'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6850'THE MARK IS ABOUT 6.8 MI (10.9 KM) NORTHEAST OF BRADENTON, 5.4 MI (8.7
 DP6850'KM) NORTHEAST OF PALMETTO, 5.4 MI (8.7 KM) WEST OF PARRISH, IN SECTION
 DP6850'28, TOWNSHIP 33 SOUTH, RANGE 18 EAST.
 DP6850'
 DP6850'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND
 DP6850'MOCCASIN WALLOW ROAD ABOUT 5.1 MI (8.2 KM) EAST-NORTHEAST OF TERRA
 DP6850'CEIA, GO EAST ON MOCCASIN WALLOW ROAD FOR 0.4 MI (0.6 KM) TO THE
 DP6850'JUNCTION OF BUFFALO ROAD ON THE RIGHT.  TURN RIGHT ON BUFFALO ROAD AND
 DP6850'GO SOUTH, WEST AND SOUTHWEST FOR 2.0 MI (3.2 KM) TO THE BUFFALO CANAL
 DP6850'BRIDGE AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE
 DP6850'NORTHWEST CONCRETE BRIDGE GUARDRAIL AND ABOUT 2.8 FT (0.9 M) ABOVE THE
 DP6850'LEVEL OF BUFFALO ROAD.
 DP6850'
 DP6850'LOCATED 93.0 FT (28.3 M) NORTH-NORTHWEST OF SURVEY MARK 26254 B, 33.0
 DP6850'FT (10.1 M) NORTH OF A STREAM GAUGE, 17.8 FT (5.4 M) WEST OF THE
 DP6850'APPROXIMATE CENTERLINE OF BUFFALO ROAD, 15.8 FT (4.8 M) SOUTHEAST OF A
 DP6850'RAIN GAUGE MAST AND 0.8 FT (24 CM) SOUTH OF THE NORTH END OF A
 DP6850'CONCRETE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6851 ***********************************************************************
 DP6851  DESIGNATION -  26254 B
 DP6851  PID         -  DP6851
 DP6851  STATE/COUNTY-  FL/MANATEE
 DP6851  COUNTRY     -  US
 DP6851  USGS QUAD   -  PALMETTO (2018)
 DP6851
 DP6851                         *CURRENT SURVEY CONTROL
 DP6851  ______________________________________________________________________
 DP6851* NAD 83(1986) POSITION- 27 34 47.1    (N) 082 30 47.9    (W)   HD_HELD2
 DP6851* NAVD 88 ORTHO HEIGHT -     6.979 (meters)       22.90  (feet) ADJUSTED
 DP6851  ______________________________________________________________________
 DP6851  GEOID HEIGHT    -        -24.605 (meters)                     GEOID18
 DP6851  DYNAMIC HEIGHT  -          6.968 (meters)       22.86  (feet) COMP
 DP6851  MODELED GRAVITY -    979,146.7   (mgal)                       NAVD 88
 DP6851
 DP6851  VERT ORDER      -  SECOND    CLASS I
 DP6851
 DP6851.The horizontal coordinates were established by autonomous hand held GPS
 DP6851.observations and have an estimated accuracy of +/- 10 meters.
 DP6851
 DP6851.The orthometric height was determined by differential leveling and
 DP6851.adjusted by the NATIONAL GEODETIC SURVEY
 DP6851.in June 2015.
 DP6851
 DP6851.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6851.GEOID18 height accuracy estimate available here.
 DP6851
 DP6851.Click photographs - Photos may exist for this station.
 DP6851
 DP6851.The dynamic height is computed by dividing the NAVD 88
 DP6851.geopotential number by the normal gravity value computed on the
 DP6851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6851.degrees latitude (g = 980.6199 gals.).
 DP6851
 DP6851.The modeled gravity was interpolated from observed gravity values.
 DP6851
 DP6851;                    North         East    Units  Estimated Accuracy
 DP6851;SPC FL W     -   359,746.      149,318.      MT  (+/- 10 meters HH2 GPS)
 DP6851
 DP6851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5062451563(NAD 83)
 DP6851
 DP6851                          SUPERSEDED SURVEY CONTROL
 DP6851
 DP6851.No superseded survey control is available for this station.
 DP6851
 DP6851_MARKER: DD = SURVEY DISK
 DP6851_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP6851_SP_SET: BRIDGE GUARDRAIL
 DP6851_STAMPING: 26254 B
 DP6851_MARK LOGO: FLSRD
 DP6851_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6851+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2014
 DP6851
 DP6851  HISTORY     - Date     Condition        Report By
 DP6851  HISTORY     - UNK      MONUMENTED       FLSRD
 DP6851  HISTORY     - 20140925 GOOD             FLDEP
 DP6851
 DP6851                          STATION DESCRIPTION
 DP6851
 DP6851'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6851'THE MARK IS ABOUT 6.8 MI (10.9 KM) NORTHEAST OF BRADENTON, 5.4 MI (8.7
 DP6851'KM) NORTHEAST OF PALMETTO, 5.4 MI (8.7 KM) WEST OF PARRISH, IN SECTION
 DP6851'28, TOWNSHIP 33 SOUTH, RANGE 18 EAST.
 DP6851'
 DP6851'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND
 DP6851'MOCCASIN WALLOW ROAD ABOUT 5.1 MI (8.2 KM) EAST-NORTHEAST OF TERRA
 DP6851'CEIA, GO EAST ON MOCCASIN WALLOW ROAD FOR 0.4 MI (0.6 KM) TO THE
 DP6851'JUNCTION OF BUFFALO ROAD ON THE RIGHT.  TURN RIGHT ON BUFFALO ROAD AND
 DP6851'GO SOUTH, WEST AND SOUTHWEST FOR 2.0 MI (3.2 KM) TO THE BUFFALO CANAL
 DP6851'BRIDGE AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE SOUTHEAST
 DP6851'CONCRETE BRIDGE GUARDRAIL AND ABOUT 2.8 FT (0.9 M) ABOVE THE LEVEL OF
 DP6851'BUFFALO ROAD.
 DP6851'
 DP6851'LOCATED 93.0 FT (28.3 M) SOUTH-SOUTHEAST OF SURVEY MARK 26254 A, 69.0
 DP6851'FT (21.0 M) SOUTHEAST OF A STREAM GAUGE, 17.3 FT (5.3 M) EAST OF THE
 DP6851'APPROXIMATE CENTERLINE OF BUFFALO ROAD AND 0.6 FT (18 CM) NORTH OF THE
 DP6851'SOUTH END OF A CONCRETE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0126 ***********************************************************************
 AG0126  DESIGNATION -  263
 AG0126  PID         -  AG0126
 AG0126  STATE/COUNTY-  FL/PINELLAS
 AG0126  COUNTRY     -  US
 AG0126  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0126
 AG0126                         *CURRENT SURVEY CONTROL
 AG0126  ______________________________________________________________________
 AG0126* NAD 83(1986) POSITION- 27 58 31.     (N) 082 43 47.     (W)   SCALED
 AG0126* NAVD 88 ORTHO HEIGHT -    15.893 (meters)       52.14  (feet) ADJUSTED
 AG0126  ______________________________________________________________________
 AG0126  GEOID HEIGHT    -        -24.760 (meters)                     GEOID18
 AG0126  DYNAMIC HEIGHT  -         15.870 (meters)       52.07  (feet) COMP
 AG0126  MODELED GRAVITY -    979,188.3   (mgal)                       NAVD 88
 AG0126
 AG0126  VERT ORDER      -  SECOND    CLASS II
 AG0126
 AG0126.The horizontal coordinates were scaled from a map and have
 AG0126.an estimated accuracy of +/- 6 seconds.
 AG0126
 AG0126.The orthometric height was determined by differential leveling and
 AG0126.adjusted by the NATIONAL GEODETIC SURVEY
 AG0126.in June 1991.
 AG0126
 AG0126.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0126.GEOID18 height accuracy estimate available here.
 AG0126
 AG0126.Click photographs - Photos may exist for this station.
 AG0126
 AG0126.The dynamic height is computed by dividing the NAVD 88
 AG0126.geopotential number by the normal gravity value computed on the
 AG0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0126.degrees latitude (g = 980.6199 gals.).
 AG0126
 AG0126.The modeled gravity was interpolated from observed gravity values.
 AG0126
 AG0126;                    North         East    Units  Estimated Accuracy
 AG0126;SPC FL W     -   403,680.      128,210.      MT  (+/- 180 meters Scaled)
 AG0126
 AG0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298956(NAD 83)
 AG0126
 AG0126                          SUPERSEDED SURVEY CONTROL
 AG0126
 AG0126  NGVD 29 (??/??/92)   16.155  (m)           53.00   (f) ADJ UNCH    2 2
 AG0126
 AG0126.Superseded values are not recommended for survey control.
 AG0126
 AG0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0126.See file dsdata.pdf to determine how the superseded data were derived.
 AG0126
 AG0126_MARKER: DD = SURVEY DISK
 AG0126_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0126_SP_SET: OVERPASS SIDEWALK
 AG0126_STAMPING: 263
 AG0126_MARK LOGO: FLHD
 AG0126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0126
 AG0126  HISTORY     - Date     Condition        Report By
 AG0126  HISTORY     - UNK      MONUMENTED       FLHD
 AG0126  HISTORY     - 1976     GOOD             FLDT
 AG0126
 AG0126                          STATION DESCRIPTION
 AG0126
 AG0126'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0126'AT CLEARWATER.
 AG0126'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AG0126'580, RUN SOUTHERLY ON U.S. 19 FOR 3.25 MILE TO THE SOUTH END OF
 AG0126'THE NORTH BOUND OVERPASS.  STATION ON LEFT, IN THE SE CORNER
 AG0126'OF THE NORTH BOUND OVERPASS.  SET IN TOP OF CONCRETE SIDEWALK.
 AG0126'SECTION 8, T 29 S, R 16 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8957 ***********************************************************************
 DO8957  DESIGNATION -  26345 A
 DO8957  PID         -  DO8957
 DO8957  STATE/COUNTY-  FL/POLK
 DO8957  COUNTRY     -  US
 DO8957  USGS QUAD   -  LAKE WEOHYAKAPKA (2018)
 DO8957
 DO8957                         *CURRENT SURVEY CONTROL
 DO8957  ______________________________________________________________________
 DO8957* NAD 83(1986) POSITION- 27 48 43.8    (N) 081 26 39.2    (W)   HD_HELD2
 DO8957* NAVD 88 ORTHO HEIGHT -    21.229 (meters)       69.65  (feet) ADJUSTED
 DO8957  ______________________________________________________________________
 DO8957  GEOID HEIGHT    -        -26.677 (meters)                     GEOID18
 DO8957  DYNAMIC HEIGHT  -         21.197 (meters)       69.54  (feet) COMP
 DO8957  MODELED GRAVITY -    979,139.8   (mgal)                       NAVD 88
 DO8957
 DO8957  VERT ORDER      -  FIRST     CLASS II
 DO8957
 DO8957.The horizontal coordinates were established by autonomous hand held GPS
 DO8957.observations and have an estimated accuracy of +/- 10 meters.
 DO8957
 DO8957.The orthometric height was determined by differential leveling and
 DO8957.adjusted by the NATIONAL GEODETIC SURVEY
 DO8957.in January 2015.
 DO8957
 DO8957.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8957.GEOID18 height accuracy estimate available here.
 DO8957
 DO8957.Click photographs - Photos may exist for this station.
 DO8957
 DO8957.The dynamic height is computed by dividing the NAVD 88
 DO8957.geopotential number by the normal gravity value computed on the
 DO8957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8957.degrees latitude (g = 980.6199 gals.).
 DO8957
 DO8957.The modeled gravity was interpolated from observed gravity values.
 DO8957
 DO8957;                    North         East    Units  Estimated Accuracy
 DO8957;SPC FL W     -   385,519.      254,759.      MT  (+/- 10 meters HH2 GPS)
 DO8957
 DO8957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5624776474(NAD 83)
 DO8957
 DO8957                          SUPERSEDED SURVEY CONTROL
 DO8957
 DO8957  NAVD 88 (12/11/13)   21.227  (m)           69.64   (f) SUPERSEDED  1 2
 DO8957
 DO8957.Superseded values are not recommended for survey control.
 DO8957
 DO8957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8957.See file dsdata.pdf to determine how the superseded data were derived.
 DO8957
 DO8957_MARKER: DD = SURVEY DISK
 DO8957_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO8957_SP_SET: BRIDGE CURB
 DO8957_STAMPING: 26345 A 2012
 DO8957_MARK LOGO: FLDEP
 DO8957_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO8957_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8957+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2012
 DO8957
 DO8957  HISTORY     - Date     Condition        Report By
 DO8957  HISTORY     - 20120819 MONUMENTED       FLDEP
 DO8957
 DO8957                          STATION DESCRIPTION
 DO8957
 DO8957'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8957'THE MARK IS ABOUT 7.0 MI (11.3 KM) NORTHEAST OF FROSTPROOF, 5.0 MI
 DO8957'(8.0 KM) SOUTH OF HESPERIDES, 5.0 MI (8.0 KM) EAST-SOUTHEAST OF BABSON
 DO8957'PARK, IN SECTION 5, TOWNSHIP 31 SOUTH, RANGE 29 EAST.
 DO8957'
 DO8957'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO8957'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 9.4 MI (15.1 KM)
 DO8957'TO THE INTERSECTION OF BOY SCOUT ROAD ON THE LEFT AND WALK-IN-WATER
 DO8957'ROAD ON THE RIGHT.  TURN RIGHT ON WALK-IN-WATER ROAD AND GO SOUTH FOR
 DO8957'5.2 MI (8.4 KM) TO THE TIGER CREEK BRIDGE AND THE MARK ON THE LEFT,
 DO8957'SET IN THE TOP OF THE NORTHEAST CONCRETE BRIDGE CURB ABOUT 0.5 FT (15
 DO8957'CM) ABOVE THE LEVEL OF WALK-IN-WATER ROAD.
 DO8957'
 DO8957'LOCATED 53.2 FT (16.2 M) NORTH-NORTHEAST OF SURVEY MARK 26345 B, 45.2
 DO8957'FT (13.8 M) NORTHEAST OF A U.S.G.S.  STREAM GAUGE, 35.9 FT (10.9 M)
 DO8957'NORTHEAST OF A STAFF GAUGE, 12.4 FT (3.8 M) SOUTHWEST OF THE NORTHEAST
 DO8957'END OF A CONCRETE WING WALL AND 11.1 FT (3.4 M) EAST OF THE
 DO8957'APPROXIMATE CENTERLINE OF WALK-IN-WATER ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8958 ***********************************************************************
 DO8958  DESIGNATION -  26345 B
 DO8958  PID         -  DO8958
 DO8958  STATE/COUNTY-  FL/POLK
 DO8958  COUNTRY     -  US
 DO8958  USGS QUAD   -  LAKE WEOHYAKAPKA (2018)
 DO8958
 DO8958                         *CURRENT SURVEY CONTROL
 DO8958  ______________________________________________________________________
 DO8958* NAD 83(1986) POSITION- 27 48 43.7    (N) 081 26 40.4    (W)   HD_HELD2
 DO8958* NAVD 88 ORTHO HEIGHT -    21.227 (meters)       69.64  (feet) ADJUSTED
 DO8958  ______________________________________________________________________
 DO8958  GEOID HEIGHT    -        -26.676 (meters)                     GEOID18
 DO8958  DYNAMIC HEIGHT  -         21.195 (meters)       69.54  (feet) COMP
 DO8958  MODELED GRAVITY -    979,139.8   (mgal)                       NAVD 88
 DO8958
 DO8958  VERT ORDER      -  FIRST     CLASS II
 DO8958
 DO8958.The horizontal coordinates were established by autonomous hand held GPS
 DO8958.observations and have an estimated accuracy of +/- 10 meters.
 DO8958
 DO8958.The orthometric height was determined by differential leveling and
 DO8958.adjusted by the NATIONAL GEODETIC SURVEY
 DO8958.in January 2015.
 DO8958
 DO8958.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8958.GEOID18 height accuracy estimate available here.
 DO8958
 DO8958.Click photographs - Photos may exist for this station.
 DO8958
 DO8958.The dynamic height is computed by dividing the NAVD 88
 DO8958.geopotential number by the normal gravity value computed on the
 DO8958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8958.degrees latitude (g = 980.6199 gals.).
 DO8958
 DO8958.The modeled gravity was interpolated from observed gravity values.
 DO8958
 DO8958;                    North         East    Units  Estimated Accuracy
 DO8958;SPC FL W     -   385,516.      254,726.      MT  (+/- 10 meters HH2 GPS)
 DO8958
 DO8958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5621476471(NAD 83)
 DO8958
 DO8958                          SUPERSEDED SURVEY CONTROL
 DO8958
 DO8958  NAVD 88 (12/11/13)   21.225  (m)           69.64   (f) SUPERSEDED  1 2
 DO8958
 DO8958.Superseded values are not recommended for survey control.
 DO8958
 DO8958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8958.See file dsdata.pdf to determine how the superseded data were derived.
 DO8958
 DO8958_MARKER: DD = SURVEY DISK
 DO8958_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO8958_SP_SET: BRIDGE CURB
 DO8958_STAMPING: 26345 B 2012
 DO8958_MARK LOGO: FLDEP
 DO8958_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO8958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8958+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2012
 DO8958
 DO8958  HISTORY     - Date     Condition        Report By
 DO8958  HISTORY     - 20120819 MONUMENTED       FLDEP
 DO8958
 DO8958                          STATION DESCRIPTION
 DO8958
 DO8958'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8958'THE MARK IS ABOUT 7.0 MI (11.3 KM) NORTHEAST OF FROSTPROOF, 5.0 MI
 DO8958'(8.0 KM) SOUTH OF HESPERIDES, 5.0 MI (8.0 KM) EAST-SOUTHEAST OF BABSON
 DO8958'PARK, IN SECTION 5, TOWNSHIP 31 SOUTH, RANGE 29 EAST.
 DO8958'
 DO8958'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO8958'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 9.4 MI (15.1 KM)
 DO8958'TO THE INTERSECTION OF BOY SCOUT ROAD ON THE LEFT AND WALK-IN-WATER
 DO8958'ROAD ON THE RIGHT.  TURN RIGHT ON WALK-IN-WATER ROAD AND GO SOUTH FOR
 DO8958'5.2 MI (8.4 KM) TO THE TIGER CREEK BRIDGE AND THE MARK ON THE RIGHT,
 DO8958'SET IN THE TOP OF THE SOUTHWEST CONCRETE BRIDGE CURB ABOUT 0.5 FT (15
 DO8958'CM) ABOVE THE LEVEL OF WALK-IN-WATER ROAD.
 DO8958'
 DO8958'LOCATED 53.2 FT (16.2 M) SOUTH-SOUTHWEST OF SURVEY MARK 26345 A, 21.6
 DO8958'FT (6.6 M) SOUTH OF A STAFF GAUGE, 11.4 FT (3.5 M) WEST OF THE
 DO8958'APPROXIMATE CENTERLINE OF WALK-IN-WATER ROAD, 11.0 FT (3.4 M)
 DO8958'NORTHEAST OF THE SOUTHWEST END OF A CONCRETE WING WALL AND 10.0 FT
 DO8958'(3.0 M) SOUTH OF A U.S.G.S.  STREAM GAUGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8145 ***********************************************************************
 DN8145  DESIGNATION -  26354 A
 DN8145  PID         -  DN8145
 DN8145  STATE/COUNTY-  FL/LAKE
 DN8145  COUNTRY     -  US
 DN8145  USGS QUAD   -  MASCOTTE (2018)
 DN8145
 DN8145                         *CURRENT SURVEY CONTROL
 DN8145  ______________________________________________________________________
 DN8145* NAD 83(1986) POSITION- 28 32 04.5    (N) 081 54 48.5    (W)   HD_HELD2
 DN8145* NAVD 88 ORTHO HEIGHT -    31.059 (meters)      101.90  (feet) ADJUSTED
 DN8145  ______________________________________________________________________
 DN8145  GEOID HEIGHT    -        -26.969 (meters)                     GEOID18
 DN8145  DYNAMIC HEIGHT  -         31.014 (meters)      101.75  (feet) COMP
 DN8145  MODELED GRAVITY -    979,206.3   (mgal)                       NAVD 88
 DN8145
 DN8145  VERT ORDER      -  SECOND    CLASS I
 DN8145
 DN8145.The horizontal coordinates were established by autonomous hand held GPS
 DN8145.observations and have an estimated accuracy of +/- 10 meters.
 DN8145
 DN8145.The orthometric height was determined by differential leveling and
 DN8145.adjusted by the NATIONAL GEODETIC SURVEY
 DN8145.in June 2012.
 DN8145
 DN8145.No vertical observational check was made to the station.
 DN8145
 DN8145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8145.GEOID18 height accuracy estimate available here.
 DN8145
 DN8145.Click photographs - Photos may exist for this station.
 DN8145
 DN8145.The dynamic height is computed by dividing the NAVD 88
 DN8145.geopotential number by the normal gravity value computed on the
 DN8145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8145.degrees latitude (g = 980.6199 gals.).
 DN8145
 DN8145.The modeled gravity was interpolated from observed gravity values.
 DN8145
 DN8145;                    North         East    Units  Estimated Accuracy
 DN8145;SPC FL E     -   465,790.      110,600.      MT  (+/- 10 meters HH2 GPS)
 DN8145
 DN8145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1063056763(NAD 83)
 DN8145
 DN8145                          SUPERSEDED SURVEY CONTROL
 DN8145
 DN8145.No superseded survey control is available for this station.
 DN8145
 DN8145_MARKER: DD = SURVEY DISK
 DN8145_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8145_STAMPING: 26354 A 2011
 DN8145_MARK LOGO: SWFWMD
 DN8145_PROJECTION: RECESSED 3 CENTIMETERS
 DN8145_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8145_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8145+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2011
 DN8145_ROD/PIPE-DEPTH: 18.4 meters
 DN8145
 DN8145  HISTORY     - Date     Condition        Report By
 DN8145  HISTORY     - 20110416 MONUMENTED       FLDEP
 DN8145
 DN8145                          STATION DESCRIPTION
 DN8145
 DN8145'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8145'THE MARK IS ABOUT 8.6 MI (13.8 KM) WEST OF CLERMONT, 4.0 MI (6.4 KM)
 DN8145'NORTH OF BAY LAKE, 3.4 MI (5.5 KM) SOUTH-SOUTHWEST OF MASCOTTE, IN
 DN8145'SECTION 33, TOWNSHIP 22 SOUTH, RANGE 24 EAST.
 DN8145'
 DN8145'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 50 AND COUNTY ROAD
 DN8145'33 NORTH IN MASCOTTE, GO WEST ON STATE ROAD 50 FOR 0.6 MI (1.0 KM) TO
 DN8145'THE INTERSECTION OF BAY LAKE AVENUE (COUNTY ROAD 565).  TURN LEFT ON
 DN8145'SOUTH BAY LAKE AVENUE (COUNTY ROAD 565) AND GO SOUTH FOR 3.4 MI (5.5
 DN8145'KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TOO REFUSAL AT A
 DN8145'DEPTH OF 60.4 FT (18.4 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED
 DN8145'IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL
 DN8145'OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF BAY LAKE ROAD
 DN8145'(COUNTY ROAD 565).
 DN8145'
 DN8145'LOCATED 67.0 FT (20.4 M) NORTH-NORTHEAST OF UTILITY POLE 133600, 54.5
 DN8145'FT (16.6 M) NORTH OF SURVEY MARK 26354 B, 36.0 FT (11.0 M) EAST OF THE
 DN8145'APPROXIMATE CENTERLINE OF BAY LAKE ROAD (COUNTY ROAD 565), 16.9 FT
 DN8145'(5.2 M) EAST OF THE NORTHERN MOST WELLHEAD AND 1.4 FT (0.4 M) WEST OF
 DN8145'A CARSONITE WITNESS POST.
 DN8145'
 DN8145'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8144 ***********************************************************************
 DN8144  DESIGNATION -  26354 B
 DN8144  PID         -  DN8144
 DN8144  STATE/COUNTY-  FL/LAKE
 DN8144  COUNTRY     -  US
 DN8144  USGS QUAD   -  MASCOTTE (2018)
 DN8144
 DN8144                         *CURRENT SURVEY CONTROL
 DN8144  ______________________________________________________________________
 DN8144* NAD 83(1986) POSITION- 28 32 03.8    (N) 081 54 48.2    (W)   HD_HELD2
 DN8144* NAVD 88 ORTHO HEIGHT -    31.195 (meters)      102.35  (feet) ADJUSTED
 DN8144  ______________________________________________________________________
 DN8144  GEOID HEIGHT    -        -26.969 (meters)                     GEOID18
 DN8144  DYNAMIC HEIGHT  -         31.150 (meters)      102.20  (feet) COMP
 DN8144  MODELED GRAVITY -    979,206.3   (mgal)                       NAVD 88
 DN8144
 DN8144  VERT ORDER      -  SECOND    CLASS I
 DN8144
 DN8144.The horizontal coordinates were established by autonomous hand held GPS
 DN8144.observations and have an estimated accuracy of +/- 10 meters.
 DN8144
 DN8144.The orthometric height was determined by differential leveling and
 DN8144.adjusted by the NATIONAL GEODETIC SURVEY
 DN8144.in June 2012.
 DN8144
 DN8144.No vertical observational check was made to the station.
 DN8144
 DN8144.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8144.GEOID18 height accuracy estimate available here.
 DN8144
 DN8144.Click photographs - Photos may exist for this station.
 DN8144
 DN8144.The dynamic height is computed by dividing the NAVD 88
 DN8144.geopotential number by the normal gravity value computed on the
 DN8144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8144.degrees latitude (g = 980.6199 gals.).
 DN8144
 DN8144.The modeled gravity was interpolated from observed gravity values.
 DN8144
 DN8144;                    North         East    Units  Estimated Accuracy
 DN8144;SPC FL E     -   465,769.      110,608.      MT  (+/- 10 meters HH2 GPS)
 DN8144
 DN8144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1063856741(NAD 83)
 DN8144
 DN8144                          SUPERSEDED SURVEY CONTROL
 DN8144
 DN8144.No superseded survey control is available for this station.
 DN8144
 DN8144_MARKER: DD = SURVEY DISK
 DN8144_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8144_STAMPING: 26354 B 2011
 DN8144_MARK LOGO: SWFWMD
 DN8144_PROJECTION: RECESSED 5 CENTIMETERS
 DN8144_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8144_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8144+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2011
 DN8144_ROD/PIPE-DEPTH: 13.9 meters
 DN8144
 DN8144  HISTORY     - Date     Condition        Report By
 DN8144  HISTORY     - 20110416 MONUMENTED       FLDEP
 DN8144
 DN8144                          STATION DESCRIPTION
 DN8144
 DN8144'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8144'THE MARK IS ABOUT 8.6 MI (13.8 KM) WEST OF CLERMONT, 4.0 MI (6.4 KM)
 DN8144'NORTH OF BAY LAKE, 3.4 MI (5.5 KM) SOUTH-SOUTHWEST OF MASCOTTE, IN
 DN8144'SECTION 33, TOWNSHIP 22 SOUTH, RANGE 24 EAST.
 DN8144'
 DN8144'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 50 AND COUNTY ROAD
 DN8144'33 NORTH IN MASCOTTE, GO WEST ON STATE ROAD 50 FOR 0.6 MI (1.0 KM) TO
 DN8144'THE INTERSECTION OF BAY LAKE AVENUE (COUNTY ROAD 565).  TURN LEFT ON
 DN8144'SOUTH BAY LAKE AVENUE (COUNTY ROAD 565) AND GO SOUTH FOR 3.4 MI (5.5
 DN8144'KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TOO REFUSAL AT A
 DN8144'DEPTH OF 45.7 FT (13.9 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED
 DN8144'IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (0.1 M) BELOW THE GROUND
 DN8144'AND 0.7 FT (0.2 M) BELOW THE LEVEL OF BAY LAKE ROAD (COUNTY ROAD 565).
 DN8144'LOCATED 55.6 FT (16.9 M) SOUTH-SOUTHEAST OF THE SOUTHERN MOST
 DN8144'WELLHEAD, 54.5 FT (16.6 M) SOUTH OF SURVEY MARK 26354 A, 35.7 FT (10.9
 DN8144'M) EAST OF THE APPROXIMATE CENTERLINE OF BAY LAKE ROAD (COUNTY ROAD
 DN8144'565), 18.5 FT (5.6 M) NORTHEAST OF UTILITY POLE 133600 AND 1.5 FT (0.5
 DN8144'M) WEST OF A CARSONITE WITNESS POST.
 DN8144'
 DN8144'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8902 ***********************************************************************
 DO8902  DESIGNATION -  26374 A
 DO8902  PID         -  DO8902
 DO8902  STATE/COUNTY-  FL/POLK
 DO8902  COUNTRY     -  US
 DO8902  USGS QUAD   -  GUM LAKE (2018)
 DO8902
 DO8902                         *CURRENT SURVEY CONTROL
 DO8902  ______________________________________________________________________
 DO8902* NAD 83(1986) POSITION- 28 08 34.7    (N) 081 37 45.9    (W)   HD_HELD2
 DO8902* NAVD 88 ORTHO HEIGHT -    61.721 (meters)      202.50  (feet) ADJUSTED
 DO8902  ______________________________________________________________________
 DO8902  GEOID HEIGHT    -        -27.212 (meters)                     GEOID18
 DO8902  DYNAMIC HEIGHT  -         61.628 (meters)      202.19  (feet) COMP
 DO8902  MODELED GRAVITY -    979,149.6   (mgal)                       NAVD 88
 DO8902
 DO8902  VERT ORDER      -  FIRST     CLASS II
 DO8902
 DO8902.The horizontal coordinates were established by autonomous hand held GPS
 DO8902.observations and have an estimated accuracy of +/- 10 meters.
 DO8902
 DO8902.The orthometric height was determined by differential leveling and
 DO8902.adjusted by the NATIONAL GEODETIC SURVEY
 DO8902.in December 2013.
 DO8902
 DO8902.No vertical observational check was made to the station.
 DO8902
 DO8902.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8902.GEOID18 height accuracy estimate available here.
 DO8902
 DO8902.Click photographs - Photos may exist for this station.
 DO8902
 DO8902.The dynamic height is computed by dividing the NAVD 88
 DO8902.geopotential number by the normal gravity value computed on the
 DO8902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8902.degrees latitude (g = 980.6199 gals.).
 DO8902
 DO8902.The modeled gravity was interpolated from observed gravity values.
 DO8902
 DO8902;                    North         East    Units  Estimated Accuracy
 DO8902;SPC FL W     -   422,108.      236,401.      MT  (+/- 10 meters HH2 GPS)
 DO8902
 DO8902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3819513200(NAD 83)
 DO8902
 DO8902                          SUPERSEDED SURVEY CONTROL
 DO8902
 DO8902.No superseded survey control is available for this station.
 DO8902
 DO8902_MARKER: DD = SURVEY DISK
 DO8902_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8902_STAMPING: 26374 A 2012
 DO8902_MARK LOGO: SWFWMD
 DO8902_PROJECTION: RECESSED 5 CENTIMETERS
 DO8902_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8902_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8902+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2012
 DO8902_ROD/PIPE-DEPTH: 19.5 meters
 DO8902
 DO8902  HISTORY     - Date     Condition        Report By
 DO8902  HISTORY     - 20120720 MONUMENTED       FLDEP
 DO8902
 DO8902                          STATION DESCRIPTION
 DO8902
 DO8902'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8902'THE MARK IS ABOUT 10.5 MI (16.9 KM) NORTHEAST OF WINTER HAVEN, 8.3 MI
 DO8902'(13.4 KM) NORTH OF DUNDEE, 2.1 MI (3.4 KM) SOUTHWEST OF DAVENPORT, IN
 DO8902'SECTION 17, TOWNSHIP 27 SOUTH, RANGE 27 EAST.
 DO8902'
 DO8902'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 17 (OLD POLK
 DO8902'CITY ROAD) AND U.S. HIGHWAY 27 IN HAINES CITY, GO NORTH ON U.S.
 DO8902'HIGHWAY 27 FOR 1.55 MI (2.5 KM) TO THE INTERSECTION OF PATTERSON ROAD.
 DO8902'TURN RIGHT ON PATTERSON ROAD AND GO EAST FOR 0.5 MI (0.8 KM) TO THE
 DO8902'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO8902'64.0 FT (19.5 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DO8902'PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DO8902'1.0 FT (0.3 M) BELOW THE LEVEL OF PATTERSON ROAD.
 DO8902'
 DO8902'LOCATED 67.4 FT (20.5 M) WEST OF SURVEY MARK 26374 B, 61.9 FT (18.9 M)
 DO8902'SOUTH OF THE APPROXIMATE CENTERLINE OF PATTERSON ROAD, 30.0 FT (9.1 M)
 DO8902'EAST OF THE APPROXIMATE CENTER OF A CHAIN LINK FENCE DOUBLE GATE, 1.8
 DO8902'FT (0.5 M) NORTH OF A CHAIN LINK FENCE AND 1.7 FT (0.5 M) NORTH OF A
 DO8902'CARSONITE WITNESS POST.
 DO8902'
 DO8902'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8902'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8903 ***********************************************************************
 DO8903  DESIGNATION -  26374 B
 DO8903  PID         -  DO8903
 DO8903  STATE/COUNTY-  FL/POLK
 DO8903  COUNTRY     -  US
 DO8903  USGS QUAD   -  GUM LAKE (2018)
 DO8903
 DO8903                         *CURRENT SURVEY CONTROL
 DO8903  ______________________________________________________________________
 DO8903* NAD 83(1986) POSITION- 28 08 34.7    (N) 081 37 45.1    (W)   HD_HELD2
 DO8903* NAVD 88 ORTHO HEIGHT -    61.434 (meters)      201.55  (feet) ADJUSTED
 DO8903  ______________________________________________________________________
 DO8903  GEOID HEIGHT    -        -27.213 (meters)                     GEOID18
 DO8903  DYNAMIC HEIGHT  -         61.342 (meters)      201.25  (feet) COMP
 DO8903  MODELED GRAVITY -    979,149.6   (mgal)                       NAVD 88
 DO8903
 DO8903  VERT ORDER      -  FIRST     CLASS II
 DO8903
 DO8903.The horizontal coordinates were established by autonomous hand held GPS
 DO8903.observations and have an estimated accuracy of +/- 10 meters.
 DO8903
 DO8903.The orthometric height was determined by differential leveling and
 DO8903.adjusted by the NATIONAL GEODETIC SURVEY
 DO8903.in December 2013.
 DO8903
 DO8903.No vertical observational check was made to the station.
 DO8903
 DO8903.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8903.GEOID18 height accuracy estimate available here.
 DO8903
 DO8903.Click photographs - Photos may exist for this station.
 DO8903
 DO8903.The dynamic height is computed by dividing the NAVD 88
 DO8903.geopotential number by the normal gravity value computed on the
 DO8903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8903.degrees latitude (g = 980.6199 gals.).
 DO8903
 DO8903.The modeled gravity was interpolated from observed gravity values.
 DO8903
 DO8903;                    North         East    Units  Estimated Accuracy
 DO8903;SPC FL W     -   422,108.      236,423.      MT  (+/- 10 meters HH2 GPS)
 DO8903
 DO8903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3821713200(NAD 83)
 DO8903
 DO8903                          SUPERSEDED SURVEY CONTROL
 DO8903
 DO8903.No superseded survey control is available for this station.
 DO8903
 DO8903_MARKER: DD = SURVEY DISK
 DO8903_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8903_STAMPING: 26374 B 2012
 DO8903_MARK LOGO: SWFWMD
 DO8903_PROJECTION: RECESSED 5 CENTIMETERS
 DO8903_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8903+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2012
 DO8903_ROD/PIPE-DEPTH: 18.4 meters
 DO8903
 DO8903  HISTORY     - Date     Condition        Report By
 DO8903  HISTORY     - 20120720 MONUMENTED       FLDEP
 DO8903
 DO8903                          STATION DESCRIPTION
 DO8903
 DO8903'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8903'THE MARK IS ABOUT 10.5 MI (16.9 KM) NORTHEAST OF WINTER HAVEN, 8.3 MI
 DO8903'(13.4 KM) NORTH OF DUNDEE, 2.1 MI (3.4 KM) SOUTHWEST OF DAVENPORT, IN
 DO8903'SECTION 17, TOWNSHIP 27 SOUTH, RANGE 27 EAST.
 DO8903'
 DO8903'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 17 (OLD POLK
 DO8903'CITY ROAD) AND U.S. HIGHWAY 27 IN HAINES CITY, GO NORTH ON U.S.
 DO8903'HIGHWAY 27 FOR 1.55 MI (2.5 KM) TO THE INTERSECTION OF PATTERSON ROAD.
 DO8903'TURN RIGHT ON PATTERSON ROAD AND GO EAST FOR 0.5 MI (0.8 KM) TO THE
 DO8903'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO8903'60.4 FT (18.4 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DO8903'PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DO8903'1.0 FT (0.3 M) BELOW THE LEVEL OF PATTERSON ROAD.
 DO8903'
 DO8903'LOCATED 97.1 FT (29.6 M) EAST OF THE APPROXIMATE CENTER OF A CHAIN
 DO8903'LINK FENCE DOUBLE GATE, 67.4 FT (20.5 M) EAST OF SURVEY MARK 26374 A,
 DO8903'62.3 FT (19.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF PATTERSON
 DO8903'ROAD, 2.0 FT (0.6 M) NORTH OF A CHAIN LINK FENCE AND 1.7 FT (0.5 M)
 DO8903'NORTH OF A CARSONITE WITNESS POST.
 DO8903'
 DO8903'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8903'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0127 ***********************************************************************
 AG0127  DESIGNATION -  264
 AG0127  PID         -  AG0127
 AG0127  STATE/COUNTY-  FL/PINELLAS
 AG0127  COUNTRY     -  US
 AG0127  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0127
 AG0127                         *CURRENT SURVEY CONTROL
 AG0127  ______________________________________________________________________
 AG0127* NAD 83(1986) POSITION- 27 58 19.     (N) 082 43 47.     (W)   SCALED
 AG0127* NAVD 88 ORTHO HEIGHT -     7.836 (meters)       25.71  (feet) ADJUSTED
 AG0127  ______________________________________________________________________
 AG0127  GEOID HEIGHT    -        -24.754 (meters)                     GEOID18
 AG0127  DYNAMIC HEIGHT  -          7.824 (meters)       25.67  (feet) COMP
 AG0127  MODELED GRAVITY -    979,188.1   (mgal)                       NAVD 88
 AG0127
 AG0127  VERT ORDER      -  SECOND    CLASS II
 AG0127
 AG0127.The horizontal coordinates were scaled from a map and have
 AG0127.an estimated accuracy of +/- 6 seconds.
 AG0127
 AG0127.The orthometric height was determined by differential leveling and
 AG0127.adjusted by the NATIONAL GEODETIC SURVEY
 AG0127.in June 1991.
 AG0127
 AG0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0127.GEOID18 height accuracy estimate available here.
 AG0127
 AG0127.Click photographs - Photos may exist for this station.
 AG0127
 AG0127.The dynamic height is computed by dividing the NAVD 88
 AG0127.geopotential number by the normal gravity value computed on the
 AG0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0127.degrees latitude (g = 980.6199 gals.).
 AG0127
 AG0127.The modeled gravity was interpolated from observed gravity values.
 AG0127
 AG0127;                    North         East    Units  Estimated Accuracy
 AG0127;SPC FL W     -   403,320.      128,210.      MT  (+/- 180 meters Scaled)
 AG0127
 AG0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298952(NAD 83)
 AG0127
 AG0127                          SUPERSEDED SURVEY CONTROL
 AG0127
 AG0127  NGVD 29 (??/??/92)    8.097  (m)           26.56   (f) ADJ UNCH    2 2
 AG0127
 AG0127.Superseded values are not recommended for survey control.
 AG0127
 AG0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0127.See file dsdata.pdf to determine how the superseded data were derived.
 AG0127
 AG0127_MARKER: DD = SURVEY DISK
 AG0127_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0127_SP_SET: BOX CULVERT HEADWALL
 AG0127_STAMPING: 264
 AG0127_MARK LOGO: FLHD
 AG0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0127+STABILITY: SURFACE MOTION
 AG0127
 AG0127  HISTORY     - Date     Condition        Report By
 AG0127  HISTORY     - UNK      MONUMENTED       FLHD
 AG0127  HISTORY     - 1976     GOOD             FLDT
 AG0127
 AG0127                          STATION DESCRIPTION
 AG0127
 AG0127'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0127'AT CLEARWATER.
 AG0127'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 AND S.R.
 AG0127'580, RUN SOUTHERLY ON U.S. 19 FOR 3.45 MILE.  STATION ON LEFT.
 AG0127'SET IN SOUTH END OF THE CONCRETE HEADWALL OF BOX CULVERT.
 AG0127'SECTION 8, T 29 S, R 16 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4046 ***********************************************************************
 DP4046  DESIGNATION -  26403 A
 DP4046  PID         -  DP4046
 DP4046  STATE/COUNTY-  FL/HIGHLANDS
 DP4046  COUNTRY     -  US
 DP4046  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP4046
 DP4046                         *CURRENT SURVEY CONTROL
 DP4046  ______________________________________________________________________
 DP4046* NAD 83(1986) POSITION- 27 16 01.7    (N) 081 24 26.9    (W)   HD_HELD2
 DP4046* NAVD 88 ORTHO HEIGHT -    35.164 (meters)      115.37  (feet) ADJUSTED
 DP4046  ______________________________________________________________________
 DP4046  GEOID HEIGHT    -        -25.135 (meters)                     GEOID18
 DP4046  DYNAMIC HEIGHT  -         35.111 (meters)      115.19  (feet) COMP
 DP4046  MODELED GRAVITY -    979,135.3   (mgal)                       NAVD 88
 DP4046
 DP4046  VERT ORDER      -  FIRST     CLASS II
 DP4046
 DP4046.The horizontal coordinates were established by autonomous hand held GPS
 DP4046.observations and have an estimated accuracy of +/- 10 meters.
 DP4046
 DP4046.The orthometric height was determined by differential leveling and
 DP4046.adjusted by the NATIONAL GEODETIC SURVEY
 DP4046.in December 2014.
 DP4046
 DP4046.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4046.GEOID18 height accuracy estimate available here.
 DP4046
 DP4046.Click photographs - Photos may exist for this station.
 DP4046
 DP4046.The dynamic height is computed by dividing the NAVD 88
 DP4046.geopotential number by the normal gravity value computed on the
 DP4046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4046.degrees latitude (g = 980.6199 gals.).
 DP4046
 DP4046.The modeled gravity was interpolated from observed gravity values.
 DP4046
 DP4046;                    North         East    Units  Estimated Accuracy
 DP4046;SPC FL E     -   325,069.      159,655.      MT  (+/- 10 meters HH2 GPS)
 DP4046
 DP4046_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5966816089(NAD 83)
 DP4046
 DP4046                          SUPERSEDED SURVEY CONTROL
 DP4046
 DP4046.No superseded survey control is available for this station.
 DP4046
 DP4046_MARKER: DD = SURVEY DISK
 DP4046_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4046_STAMPING: 26403 A 2013
 DP4046_MARK LOGO: SFLWMD
 DP4046_PROJECTION: RECESSED 5 CENTIMETERS
 DP4046_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4046+STABILITY: SURFACE MOTION
 DP4046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4046+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4046_ROD/PIPE-DEPTH: 12.7 meters
 DP4046
 DP4046  HISTORY     - Date     Condition        Report By
 DP4046  HISTORY     - 20130912 MONUMENTED       FLDEP
 DP4046  HISTORY     - 20220821 GOOD             GEOCAC
 DP4046
 DP4046                          STATION DESCRIPTION
 DP4046
 DP4046'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4046'THE MARK IS ABOUT 14.1 MI (22.7 KM) NORTH-NORTHWEST OF VENUS, 5.5 MI
 DP4046'(8.8 KM) NORTHWEST OF CHILDS, 3.3 MI (5.3 KM) WEST-SOUTHWEST OF LAKE
 DP4046'PLACID, IN SECTION 10, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4046'
 DP4046'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4046'HIGHWAY 27 IN BEARS DEN, GO NORTH ON U.S. HIGHWAY 27 FOR 4.95 MI (8.0
 DP4046'KM) TO THE INTERSECTION OF LAKE MIRROR DRIVE.  TURN LEFT ON LAKE
 DP4046'MIRROR DRIVE AND GO SOUTHWEST FOR 0.9 MI (1.4 KM) TO THE INTERSECTION
 DP4046'OF LAKE DRIVE EAST ON THE RIGHT AND PLACID VIEW DRIVE ON THE LEFT.
 DP4046'TURN LEFT ON PLACID VIEW DRIVE AND GO SOUTHWEST FOR 1.6 MI (2.6 KM) TO
 DP4046'THE JUNCTION OF WASHINGTON BOULEVARD NORTHEAST ON THE RIGHT.  TURN
 DP4046'RIGHT ON WASHINGTON BOULEVARD NORTHEAST AND GO NORTHWEST FOR 1.45 MI
 DP4046'(2.3 KM) TO A FORK IN THE ROAD, BEAR RIGHT STAYING ON WASHINGTON
 DP4046'BOULEVARD NORTHEAST AND GO NORTHWEST FOR 0.25 MI (0.4 KM) TO THE
 DP4046'JUNCTION OF PLACID LAKES BOULEVARD.  TURN RIGHT ON PLACID LAKES
 DP4046'BOULEVARD AND GO NORTH FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF
 DP4046'LAKE GROVES ROAD NORTHEAST ON THE RIGHT AND LAKE GROVES ROAD NORTHWEST
 DP4046'ON THE LEFT.  TURN LEFT ON LAKE GROVES ROAD NORTHWEST AND GO WEST FOR
 DP4046'0.5 MI (0.8 KM) TO THE JUNCTION OF ENOS AVENUE ON THE LEFT, A WATER
 DP4046'MONITORING WELL ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DP4046'DRIVEN TO REFUSAL AT A DEPTH OF 41.8 FT (12.7 M) WITH A SURVEY DISK
 DP4046'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP4046'1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DP4046'GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL OF LAKE GROVES ROAD.
 DP4046'
 DP4046'LOCATED 90.8 FT (27.7 M) WEST OF THE APPROXIMATE CENTERLINE OF ENOS
 DP4046'AVENUE, 58.0 FT (17.7 M) NORTH-NORTHEAST OF SURVEY MARK 26403 B, 23.5
 DP4046'FT (7.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF LAKE GROVES ROAD,
 DP4046'3.6 FT (1.1 M) WEST OF A WATER MONITORING WELL SHAFT AND 1.5 FT (0.5
 DP4046'M) WEST OF A CARSONITE WITNESS POST.
 DP4046'
 DP4046'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4046'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4046
 DP4046                          STATION RECOVERY (2022)
 DP4046
 DP4046'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4046'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4047 ***********************************************************************
 DP4047  DESIGNATION -  26403 B
 DP4047  PID         -  DP4047
 DP4047  STATE/COUNTY-  FL/HIGHLANDS
 DP4047  COUNTRY     -  US
 DP4047  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP4047
 DP4047                         *CURRENT SURVEY CONTROL
 DP4047  ______________________________________________________________________
 DP4047* NAD 83(1986) POSITION- 27 16 01.1    (N) 081 24 27.1    (W)   HD_HELD2
 DP4047* NAVD 88 ORTHO HEIGHT -    34.963 (meters)      114.71  (feet) ADJUSTED
 DP4047  ______________________________________________________________________
 DP4047  GEOID HEIGHT    -        -25.134 (meters)                     GEOID18
 DP4047  DYNAMIC HEIGHT  -         34.910 (meters)      114.53  (feet) COMP
 DP4047  MODELED GRAVITY -    979,135.3   (mgal)                       NAVD 88
 DP4047
 DP4047  VERT ORDER      -  FIRST     CLASS II
 DP4047
 DP4047.The horizontal coordinates were established by autonomous hand held GPS
 DP4047.observations and have an estimated accuracy of +/- 10 meters.
 DP4047
 DP4047.The orthometric height was determined by differential leveling and
 DP4047.adjusted by the NATIONAL GEODETIC SURVEY
 DP4047.in December 2014.
 DP4047
 DP4047.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4047.GEOID18 height accuracy estimate available here.
 DP4047
 DP4047.Click photographs - Photos may exist for this station.
 DP4047
 DP4047.The dynamic height is computed by dividing the NAVD 88
 DP4047.geopotential number by the normal gravity value computed on the
 DP4047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4047.degrees latitude (g = 980.6199 gals.).
 DP4047
 DP4047.The modeled gravity was interpolated from observed gravity values.
 DP4047
 DP4047;                    North         East    Units  Estimated Accuracy
 DP4047;SPC FL E     -   325,050.      159,649.      MT  (+/- 10 meters HH2 GPS)
 DP4047
 DP4047_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5966216071(NAD 83)
 DP4047
 DP4047                          SUPERSEDED SURVEY CONTROL
 DP4047
 DP4047.No superseded survey control is available for this station.
 DP4047
 DP4047_MARKER: DD = SURVEY DISK
 DP4047_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4047_STAMPING: 26403 B 2013
 DP4047_MARK LOGO: SFLWMD
 DP4047_PROJECTION: RECESSED 10 CENTIMETERS
 DP4047_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4047+STABILITY: SURFACE MOTION
 DP4047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4047+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4047_ROD/PIPE-DEPTH: 12.6 meters
 DP4047
 DP4047  HISTORY     - Date     Condition        Report By
 DP4047  HISTORY     - 20130912 MONUMENTED       FLDEP
 DP4047  HISTORY     - 20220821 GOOD             GEOCAC
 DP4047
 DP4047                          STATION DESCRIPTION
 DP4047
 DP4047'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4047'THE MARK IS ABOUT 14.1 MI (22.7 KM) NORTH-NORTHWEST OF VENUS, 5.5 MI
 DP4047'(8.8 KM) NORTHWEST OF CHILDS, 3.3 MI (5.3 KM) WEST-SOUTHWEST OF LAKE
 DP4047'PLACID, IN SECTION 10, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4047'
 DP4047'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4047'HIGHWAY 27 IN BEARS DEN, GO NORTH ON U.S. HIGHWAY 27 FOR 4.95 MI (8.0
 DP4047'KM) TO THE INTERSECTION OF LAKE MIRROR DRIVE.  TURN LEFT ON LAKE
 DP4047'MIRROR DRIVE AND GO SOUTHWEST FOR 0.9 MI (1.4 KM) TO THE INTERSECTION
 DP4047'OF LAKE DRIVE EAST ON THE RIGHT AND PLACID VIEW DRIVE ON THE LEFT.
 DP4047'TURN LEFT ON PLACID VIEW DRIVE AND GO SOUTHWEST FOR 1.6 MI (2.6 KM) TO
 DP4047'THE JUNCTION OF WASHINGTON BOULEVARD NORTHEAST ON THE RIGHT.  TURN
 DP4047'RIGHT ON WASHINGTON BOULEVARD NORTHEAST AND GO NORTHWEST FOR 1.45 MI
 DP4047'(2.3 KM) TO A FORK IN THE ROAD, BEAR RIGHT STAYING ON WASHINGTON
 DP4047'BOULEVARD NORTHEAST AND GO NORTHWEST FOR 0.25 MI (0.4 KM) TO THE
 DP4047'JUNCTION OF PLACID LAKES BOULEVARD.  TURN RIGHT ON PLACID LAKES
 DP4047'BOULEVARD AND GO NORTH FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF
 DP4047'LAKE GROVES ROAD NORTHEAST ON THE RIGHT AND LAKE GROVES ROAD NORTHWEST
 DP4047'ON THE LEFT.  TURN LEFT ON LAKE GROVES ROAD NORTHWEST AND GO WEST FOR
 DP4047'0.5 MI (0.8 KM) TO THE JUNCTION OF ENOS AVENUE ON THE LEFT, A WATER
 DP4047'MONITORING WELL ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DP4047'DRIVEN TO REFUSAL AT A DEPTH OF 41.5 FT (12.6 M) WITH A SURVEY DISK
 DP4047'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP4047'1.5 FT (0.5 M) DEEP, RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE
 DP4047'GROUND AND LEVEL OF LAKE GROVES ROAD.
 DP4047'
 DP4047'LOCATED 113.7 FT (34.7 M) WEST OF THE APPROXIMATE CENTERLINE OF ENOS
 DP4047'AVENUE, 77.6 FT (23.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF LAKE
 DP4047'GROVES ROAD, 58.0 FT (17.7 M) SOUTH-SOUTHWEST OF SURVEY MARK 26403 A,
 DP4047'57.2 FT (17.4 M) SOUTH-SOUTHWEST OF A WATER MONITORING WELL SHAFT,
 DP4047'10.0 FT (3.0 M) EAST OF A WOODEN UTILITY POLE NUMBER ALP52514 AND 9.0
 DP4047'FT (2.7 M) EAST OF A CARSONITE WITNESS POST.
 DP4047'
 DP4047'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4047'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4047
 DP4047                          STATION RECOVERY (2022)
 DP4047
 DP4047'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0128 ***********************************************************************
 AG0128  DESIGNATION -  265
 AG0128  PID         -  AG0128
 AG0128  STATE/COUNTY-  FL/PINELLAS
 AG0128  COUNTRY     -  US
 AG0128  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0128
 AG0128                         *CURRENT SURVEY CONTROL
 AG0128  ______________________________________________________________________
 AG0128* NAD 83(1986) POSITION- 27 54 55.     (N) 082 43 47.     (W)   SCALED
 AG0128* NAVD 88 ORTHO HEIGHT -     3.805 (meters)       12.48  (feet) ADJUSTED
 AG0128  ______________________________________________________________________
 AG0128  GEOID HEIGHT    -        -24.647 (meters)                     GEOID18
 AG0128  DYNAMIC HEIGHT  -          3.799 (meters)       12.46  (feet) COMP
 AG0128  MODELED GRAVITY -    979,185.6   (mgal)                       NAVD 88
 AG0128
 AG0128  VERT ORDER      -  SECOND    CLASS II
 AG0128
 AG0128.The horizontal coordinates were scaled from a map and have
 AG0128.an estimated accuracy of +/- 6 seconds.
 AG0128
 AG0128.The orthometric height was determined by differential leveling and
 AG0128.adjusted by the NATIONAL GEODETIC SURVEY
 AG0128.in June 1991.
 AG0128
 AG0128.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0128.GEOID18 height accuracy estimate available here.
 AG0128
 AG0128.Click photographs - Photos may exist for this station.
 AG0128
 AG0128.The dynamic height is computed by dividing the NAVD 88
 AG0128.geopotential number by the normal gravity value computed on the
 AG0128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0128.degrees latitude (g = 980.6199 gals.).
 AG0128
 AG0128.The modeled gravity was interpolated from observed gravity values.
 AG0128
 AG0128;                    North         East    Units  Estimated Accuracy
 AG0128;SPC FL W     -   397,040.      128,170.      MT  (+/- 180 meters Scaled)
 AG0128
 AG0128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297890(NAD 83)
 AG0128
 AG0128                          SUPERSEDED SURVEY CONTROL
 AG0128
 AG0128  NGVD 29 (??/??/92)    4.068  (m)           13.35   (f) ADJ UNCH    2 2
 AG0128
 AG0128.Superseded values are not recommended for survey control.
 AG0128
 AG0128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0128.See file dsdata.pdf to determine how the superseded data were derived.
 AG0128
 AG0128_MARKER: DD = SURVEY DISK
 AG0128_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0128_SP_SET: CULVERT HEADWALL
 AG0128_STAMPING: 265
 AG0128_MARK LOGO: FLHD
 AG0128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0128+STABILITY: SURFACE MOTION
 AG0128
 AG0128  HISTORY     - Date     Condition        Report By
 AG0128  HISTORY     - UNK      MONUMENTED       FLHD
 AG0128  HISTORY     - 1973     GOOD             FLDT
 AG0128
 AG0128                          STATION DESCRIPTION
 AG0128
 AG0128'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973
 AG0128'AT LARGO.
 AG0128'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0128'EAST BAY DRIVE (SR 686).  RUN SOUTHERLY ON U.S. HWY. 19 FOR
 AG0128'0.05 MILE.  STATION ON LEFT, 64.0 FT. EAST OF THE CENTERLINE
 AG0128'OF U.S. HWY. 19, 114.0 FT. N.W. OF POWER LIGHT POLE, NUMBER
 AG0128'1-82883.  SET IN THE TOP OF THE CONCRETE HEADWALL.  SECTION
 AG0128'32, T 29, R 16.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0130 ***********************************************************************
 AG0130  DESIGNATION -  266
 AG0130  PID         -  AG0130
 AG0130  STATE/COUNTY-  FL/PINELLAS
 AG0130  COUNTRY     -  US
 AG0130  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0130
 AG0130                         *CURRENT SURVEY CONTROL
 AG0130  ______________________________________________________________________
 AG0130* NAD 83(1986) POSITION- 27 54 19.     (N) 082 43 41.     (W)   SCALED
 AG0130* NAVD 88 ORTHO HEIGHT -     4.528 (meters)       14.86  (feet) ADJUSTED
 AG0130  ______________________________________________________________________
 AG0130  GEOID HEIGHT    -        -24.630 (meters)                     GEOID18
 AG0130  DYNAMIC HEIGHT  -          4.521 (meters)       14.83  (feet) COMP
 AG0130  MODELED GRAVITY -    979,185.0   (mgal)                       NAVD 88
 AG0130
 AG0130  VERT ORDER      -  SECOND    CLASS II
 AG0130
 AG0130.The horizontal coordinates were scaled from a map and have
 AG0130.an estimated accuracy of +/- 6 seconds.
 AG0130
 AG0130.The orthometric height was determined by differential leveling and
 AG0130.adjusted by the NATIONAL GEODETIC SURVEY
 AG0130.in June 1991.
 AG0130
 AG0130.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0130.GEOID18 height accuracy estimate available here.
 AG0130
 AG0130.Click photographs - Photos may exist for this station.
 AG0130
 AG0130.The dynamic height is computed by dividing the NAVD 88
 AG0130.geopotential number by the normal gravity value computed on the
 AG0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0130.degrees latitude (g = 980.6199 gals.).
 AG0130
 AG0130.The modeled gravity was interpolated from observed gravity values.
 AG0130
 AG0130;                    North         East    Units  Estimated Accuracy
 AG0130;SPC FL W     -   395,930.      128,330.      MT  (+/- 180 meters Scaled)
 AG0130
 AG0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL299879(NAD 83)
 AG0130
 AG0130                          SUPERSEDED SURVEY CONTROL
 AG0130
 AG0130  NGVD 29 (??/??/92)    4.791  (m)           15.72   (f) ADJ UNCH    2 2
 AG0130
 AG0130.Superseded values are not recommended for survey control.
 AG0130
 AG0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0130.See file dsdata.pdf to determine how the superseded data were derived.
 AG0130
 AG0130_MARKER: DD = SURVEY DISK
 AG0130_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0130_SP_SET: CULVERT HEADWALL
 AG0130_STAMPING: 266
 AG0130_MARK LOGO: FLHD
 AG0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0130+STABILITY: SURFACE MOTION
 AG0130
 AG0130  HISTORY     - Date     Condition        Report By
 AG0130  HISTORY     - UNK      MONUMENTED       FLHD
 AG0130  HISTORY     - 1976     GOOD             FLDT
 AG0130
 AG0130                          STATION DESCRIPTION
 AG0130
 AG0130'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0130'AT LARGO.
 AG0130'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0130'EAST BAY DRIVE (SR 686).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 0.8
 AG0130'MILE.  STATION ON RIGHT, 94.0 FT WEST OF THE CENTERLINE OF U.S.
 AG0130'HWY. 19.  SET IN THE TOP OF THE CONCRETE HEADWALL.  SECTION 5,
 AG0130'T 30, R 16.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0131 ***********************************************************************
 AG0131  DESIGNATION -  267
 AG0131  PID         -  AG0131
 AG0131  STATE/COUNTY-  FL/PINELLAS
 AG0131  COUNTRY     -  US
 AG0131  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0131
 AG0131                         *CURRENT SURVEY CONTROL
 AG0131  ______________________________________________________________________
 AG0131* NAD 83(1986) POSITION- 27 54 13.     (N) 082 43 41.     (W)   SCALED
 AG0131* NAVD 88 ORTHO HEIGHT -    11.953 (meters)       39.22  (feet) ADJUSTED
 AG0131  ______________________________________________________________________
 AG0131  GEOID HEIGHT    -        -24.627 (meters)                     GEOID18
 AG0131  DYNAMIC HEIGHT  -         11.935 (meters)       39.16  (feet) COMP
 AG0131  MODELED GRAVITY -    979,184.9   (mgal)                       NAVD 88
 AG0131
 AG0131  VERT ORDER      -  SECOND    CLASS II
 AG0131
 AG0131.The horizontal coordinates were scaled from a map and have
 AG0131.an estimated accuracy of +/- 6 seconds.
 AG0131
 AG0131.The orthometric height was determined by differential leveling and
 AG0131.adjusted by the NATIONAL GEODETIC SURVEY
 AG0131.in June 1991.
 AG0131
 AG0131.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0131.GEOID18 height accuracy estimate available here.
 AG0131
 AG0131.Click photographs - Photos may exist for this station.
 AG0131
 AG0131.The dynamic height is computed by dividing the NAVD 88
 AG0131.geopotential number by the normal gravity value computed on the
 AG0131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0131.degrees latitude (g = 980.6199 gals.).
 AG0131
 AG0131.The modeled gravity was interpolated from observed gravity values.
 AG0131
 AG0131;                    North         East    Units  Estimated Accuracy
 AG0131;SPC FL W     -   395,740.      128,330.      MT  (+/- 180 meters Scaled)
 AG0131
 AG0131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL299877(NAD 83)
 AG0131
 AG0131                          SUPERSEDED SURVEY CONTROL
 AG0131
 AG0131  NGVD 29 (??/??/92)   12.216  (m)           40.08   (f) ADJ UNCH    2 2
 AG0131
 AG0131.Superseded values are not recommended for survey control.
 AG0131
 AG0131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0131.See file dsdata.pdf to determine how the superseded data were derived.
 AG0131
 AG0131_MARKER: DD = SURVEY DISK
 AG0131_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0131_SP_SET: OVERPASS HANDRAIL
 AG0131_STAMPING: 267
 AG0131_MARK LOGO: FLHD
 AG0131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0131
 AG0131  HISTORY     - Date     Condition        Report By
 AG0131  HISTORY     - UNK      MONUMENTED       FLHD
 AG0131  HISTORY     - 1976     GOOD             FLDT
 AG0131
 AG0131                          STATION DESCRIPTION
 AG0131
 AG0131'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0131'0.2 MI SE FROM LARGO.
 AG0131'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0131'EAST BAY DRIVE (SR 686).  RUN SOUTHERLY ON U.S. HWY. 19 FOR
 AG0131'0.9 MILE.  STATION ON LEFT, IN THE N.E. CORNER OF OVERPASS.  SET
 AG0131'IN THE TOP OF THE CONCRETE HANDRAIL.  SECTION 5, T30S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0132 ***********************************************************************
 AG0132  DESIGNATION -  268
 AG0132  PID         -  AG0132
 AG0132  STATE/COUNTY-  FL/PINELLAS
 AG0132  COUNTRY     -  US
 AG0132  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0132
 AG0132                         *CURRENT SURVEY CONTROL
 AG0132  ______________________________________________________________________
 AG0132* NAD 83(1986) POSITION- 27 54 13.     (N) 082 43 41.     (W)   SCALED
 AG0132* NAVD 88 ORTHO HEIGHT -    11.733 (meters)       38.49  (feet) ADJUSTED
 AG0132  ______________________________________________________________________
 AG0132  GEOID HEIGHT    -        -24.627 (meters)                     GEOID18
 AG0132  DYNAMIC HEIGHT  -         11.716 (meters)       38.44  (feet) COMP
 AG0132  MODELED GRAVITY -    979,184.9   (mgal)                       NAVD 88
 AG0132
 AG0132  VERT ORDER      -  SECOND    CLASS II
 AG0132
 AG0132.The horizontal coordinates were scaled from a map and have
 AG0132.an estimated accuracy of +/- 6 seconds.
 AG0132
 AG0132.The orthometric height was determined by differential leveling and
 AG0132.adjusted by the NATIONAL GEODETIC SURVEY
 AG0132.in June 1991.
 AG0132
 AG0132.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0132.GEOID18 height accuracy estimate available here.
 AG0132
 AG0132.Click photographs - Photos may exist for this station.
 AG0132
 AG0132.The dynamic height is computed by dividing the NAVD 88
 AG0132.geopotential number by the normal gravity value computed on the
 AG0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0132.degrees latitude (g = 980.6199 gals.).
 AG0132
 AG0132.The modeled gravity was interpolated from observed gravity values.
 AG0132
 AG0132;                    North         East    Units  Estimated Accuracy
 AG0132;SPC FL W     -   395,740.      128,330.      MT  (+/- 180 meters Scaled)
 AG0132
 AG0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL299877(NAD 83)
 AG0132
 AG0132                          SUPERSEDED SURVEY CONTROL
 AG0132
 AG0132  NGVD 29 (??/??/92)   11.996  (m)           39.36   (f) ADJ UNCH    2 2
 AG0132
 AG0132.Superseded values are not recommended for survey control.
 AG0132
 AG0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0132.See file dsdata.pdf to determine how the superseded data were derived.
 AG0132
 AG0132_MARKER: DD = SURVEY DISK
 AG0132_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0132_SP_SET: OVERPASS HANDRAIL
 AG0132_STAMPING: 268
 AG0132_MARK LOGO: FLHD
 AG0132_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AG0132_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0132
 AG0132  HISTORY     - Date     Condition        Report By
 AG0132  HISTORY     - UNK      MONUMENTED       FLHD
 AG0132  HISTORY     - 1976     GOOD             FLDT
 AG0132  HISTORY     - 1987     GOOD             USPSQD
 AG0132
 AG0132                          STATION DESCRIPTION
 AG0132
 AG0132'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0132'0.2 MI SE FROM LARGO.
 AG0132'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0132'EAST BAY DRIVE (SR 686).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 0.9
 AG0132'MILE.  STATION ON RIGHT, IN THE S.W. CORNER OF OVERPASS.  SET IN
 AG0132'THE TOP OF THE CONCRETE HANDRAIL.  SECTION 5, T30S, R16E.
 AG0132
 AG0132                          STATION RECOVERY (1987)
 AG0132
 AG0132'RECOVERY NOTE BY US POWER SQUADRON 1987 (AJF)
 AG0132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG1679 ***********************************************************************
 BG1679  DESIGNATION -  268
 BG1679  PID         -  BG1679
 BG1679  STATE/COUNTY-  FL/ESCAMBIA
 BG1679  COUNTRY     -  US
 BG1679  USGS QUAD   -  WEST PENSACOLA (2018)
 BG1679
 BG1679                         *CURRENT SURVEY CONTROL
 BG1679  ______________________________________________________________________
 BG1679* NAD 83(1986) POSITION- 30 28 31.     (N) 087 18 30.     (W)   SCALED
 BG1679* NAVD 88 ORTHO HEIGHT -    29.311 (meters)       96.16  (feet) ADJUSTED
 BG1679* NAVD 88 EPOCH        -  2009.55
 BG1679  **This station is located in a suspected subsidence area (see below).
 BG1679  ______________________________________________________________________
 BG1679  GEOID HEIGHT    -        -27.542 (meters)                     GEOID18
 BG1679  DYNAMIC HEIGHT  -         29.273 (meters)       96.04  (feet) COMP
 BG1679  MODELED GRAVITY -    979,349.5   (mgal)                       NAVD 88
 BG1679
 BG1679  VERT ORDER      -  SECOND    CLASS 0
 BG1679
 BG1679.The horizontal coordinates were scaled from a map and have
 BG1679.an estimated accuracy of +/- 6 seconds.
 BG1679
 BG1679.** This station is in an area of known vertical motion.  Due to the
 BG1679.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG1679.** determined the orthometric heights for marks in these suspect
 BG1679.** subsidence areas should be considered valid only at the epoch date
 BG1679.** associated with the orthometric height.  These heights must always
 BG1679.** be validated when used as control.  All previously superseded
 BG1679.** orthometric heights are now considered suspect and are available
 BG1679.** in the superseded section.  NGS does not recommend using suspect
 BG1679.** or superseded heights as control.
 BG1679
 BG1679.The orthometric height was determined by differential leveling and
 BG1679.adjusted by the NATIONAL GEODETIC SURVEY
 BG1679.in July 2012.
 BG1679
 BG1679.No vertical observational check was made to the station.
 BG1679
 BG1679.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG1679.GEOID18 height accuracy estimate available here.
 BG1679
 BG1679.Click photographs - Photos may exist for this station.
 BG1679
 BG1679.The dynamic height is computed by dividing the NAVD 88
 BG1679.geopotential number by the normal gravity value computed on the
 BG1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1679.degrees latitude (g = 980.6199 gals.).
 BG1679
 BG1679.The modeled gravity was interpolated from observed gravity values.
 BG1679
 BG1679;                    North         East    Units  Estimated Accuracy
 BG1679;SPC FL N     -   166,850.      330,370.      MT  (+/- 180 meters Scaled)
 BG1679
 BG1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU704714(NAD 83)
 BG1679
 BG1679                          SUPERSEDED SURVEY CONTROL
 BG1679
 BG1679  NAVD 88 (06/15/91)   29.325  (m)           96.21   (f) SUPERSEDED  2 0
 BG1679  NGVD 29 (??/??/92)   29.372  (m)           96.36   (f) ADJ UNCH    2 0
 BG1679
 BG1679.Superseded values are not recommended for survey control.
 BG1679
 BG1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1679.See file dsdata.pdf to determine how the superseded data were derived.
 BG1679
 BG1679_MARKER: DD = SURVEY DISK
 BG1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1679_STAMPING: STA 268 ELEV 99 FT
 BG1679_MARK LOGO: USACE
 BG1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1679+STABILITY: SURFACE MOTION
 BG1679
 BG1679  HISTORY     - Date     Condition        Report By
 BG1679  HISTORY     - UNK      MONUMENTED       USACE
 BG1679  HISTORY     - 1955     MARK NOT FOUND   CGS
 BG1679
 BG1679                          STATION DESCRIPTION
 BG1679
 BG1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG1679'4 MI NW FROM WEST PENSACOLA.
 BG1679'8.2 MILES NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE POST OFFICE
 BG1679'AT PENSACOLA, ESCAMBIA COUNTY, AT A ROAD CROSSING AND AN ABANDONED
 BG1679'SERVICE STATION, 17 FEET WEST OF THE CENTER LINE OF A PAVEMENT,
 BG1679'AND 2 FEET NORTH OF THE NORTH END OF A CULVERT.  A CORPS OF
 BG1679'ENGINEERS, U.S. ARMY STANDARD DISK, STAMPED STA. 268 ELEV. 99 FT.
 BG1679'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- WE LOCATED A
 BG1679'CROSS ROAD AND A VERY ANCIENT ABANDONED FILLING STATION AT ABOUT
 BG1679'THE RIGHT DISTANCE FROM TOWN.  A CAREFUL SEARCH WAS MADE ALL
 BG1679'AROUND THE INTERSECTION BUT THE MARK WAS NOT FOUND.  IT IS
 BG1679'DIFFICULT TO PREDICT WHAT THE WRITER OF THE ORIGINAL DESCRIPTION
 BG1679'MEANT WHEN HE SAID 17 FEET WEST OF THE CENTER LINE OF THE
 BG1679'PAVEMENT.  I ASSUMED THEY MEANT THE CENTER LINE OF THE HIGHWAY
 BG1679'AND DUG THERE WITHOUT RESULTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0133 ***********************************************************************
 AG0133  DESIGNATION -  269
 AG0133  PID         -  AG0133
 AG0133  STATE/COUNTY-  FL/PINELLAS
 AG0133  COUNTRY     -  US
 AG0133  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0133
 AG0133                         *CURRENT SURVEY CONTROL
 AG0133  ______________________________________________________________________
 AG0133* NAD 83(1986) POSITION- 27 54 01.     (N) 082 43 35.     (W)   SCALED
 AG0133* NAVD 88 ORTHO HEIGHT -     4.554 (meters)       14.94  (feet) ADJUSTED
 AG0133  ______________________________________________________________________
 AG0133  GEOID HEIGHT    -        -24.622 (meters)                     GEOID18
 AG0133  DYNAMIC HEIGHT  -          4.548 (meters)       14.92  (feet) COMP
 AG0133  MODELED GRAVITY -    979,184.7   (mgal)                       NAVD 88
 AG0133
 AG0133  VERT ORDER      -  SECOND    CLASS II
 AG0133
 AG0133.The horizontal coordinates were scaled from a map and have
 AG0133.an estimated accuracy of +/- 6 seconds.
 AG0133
 AG0133.The orthometric height was determined by differential leveling and
 AG0133.adjusted by the NATIONAL GEODETIC SURVEY
 AG0133.in June 1991.
 AG0133
 AG0133.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0133.GEOID18 height accuracy estimate available here.
 AG0133
 AG0133.Click photographs - Photos may exist for this station.
 AG0133
 AG0133.The dynamic height is computed by dividing the NAVD 88
 AG0133.geopotential number by the normal gravity value computed on the
 AG0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0133.degrees latitude (g = 980.6199 gals.).
 AG0133
 AG0133.The modeled gravity was interpolated from observed gravity values.
 AG0133
 AG0133;                    North         East    Units  Estimated Accuracy
 AG0133;SPC FL W     -   395,370.      128,490.      MT  (+/- 180 meters Scaled)
 AG0133
 AG0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL300873(NAD 83)
 AG0133
 AG0133                          SUPERSEDED SURVEY CONTROL
 AG0133
 AG0133  NGVD 29 (??/??/92)    4.817  (m)           15.80   (f) ADJ UNCH    2 2
 AG0133
 AG0133.Superseded values are not recommended for survey control.
 AG0133
 AG0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0133.See file dsdata.pdf to determine how the superseded data were derived.
 AG0133
 AG0133_MARKER: DD = SURVEY DISK
 AG0133_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0133_SP_SET: CULVERT HEADWALL
 AG0133_STAMPING: 269
 AG0133_MARK LOGO: FLHD
 AG0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0133+STABILITY: SURFACE MOTION
 AG0133
 AG0133  HISTORY     - Date     Condition        Report By
 AG0133  HISTORY     - UNK      MONUMENTED       FLHD
 AG0133  HISTORY     - 1976     GOOD             FLHD
 AG0133
 AG0133                          STATION DESCRIPTION
 AG0133
 AG0133'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1976
 AG0133'0.2 MI SE FROM LARGO.
 AG0133'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0133'EAST BAY DRIVE (SR 686).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.15
 AG0133'MILES.  STATION ON LEFT, 69.0 FT. E.N.E. OF THE CENTERLINE OF
 AG0133'U.S. HWY. 19, 28.3 FT. W.S.W. OF TELEPHONE POLE, (NO NUMBER).
 AG0133'SET IN THE TOP OF THE CONCRETE HEADWALL.  SECTION 5, T 30, R 16.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7397 ***********************************************************************
 AG7397  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7397  DESIGNATION -  27
 AG7397  PID         -  AG7397
 AG7397  STATE/COUNTY-  FL/SARASOTA
 AG7397  COUNTRY     -  US
 AG7397  USGS QUAD   -  SARASOTA (2018)
 AG7397
 AG7397                         *CURRENT SURVEY CONTROL
 AG7397  ______________________________________________________________________
 AG7397* NAD 83(1986) POSITION- 27 20 16.     (N) 082 35 27.     (W)   SCALED
 AG7397* NAVD 88 ORTHO HEIGHT -     1.184 (meters)        3.88  (feet) ADJUSTED
 AG7397  ______________________________________________________________________
 AG7397  GEOID HEIGHT    -        -24.339 (meters)                     GEOID18
 AG7397  DYNAMIC HEIGHT  -          1.182 (meters)        3.88  (feet) COMP
 AG7397  MODELED GRAVITY -    979,131.3   (mgal)                       NAVD 88
 AG7397
 AG7397  VERT ORDER      -  FIRST     CLASS II
 AG7397
 AG7397.The horizontal coordinates were scaled from a map and have
 AG7397.an estimated accuracy of +/- 6 seconds.
 AG7397
 AG7397.The orthometric height was determined by differential leveling and
 AG7397.adjusted by the NATIONAL GEODETIC SURVEY
 AG7397.in June 1991.
 AG7397
 AG7397.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7397.GEOID18 height accuracy estimate available here.
 AG7397
 AG7397.This Tidal Bench Mark is designated as VM 6130
 AG7397.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7397
 AG7397.Click photographs - Photos may exist for this station.
 AG7397
 AG7397.The dynamic height is computed by dividing the NAVD 88
 AG7397.geopotential number by the normal gravity value computed on the
 AG7397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7397.degrees latitude (g = 980.6199 gals.).
 AG7397
 AG7397.The modeled gravity was interpolated from observed gravity values.
 AG7397
 AG7397;                    North         East    Units  Estimated Accuracy
 AG7397;SPC FL W     -   332,970.      141,540.      MT  (+/- 180 meters Scaled)
 AG7397
 AG7397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL426248(NAD 83)
 AG7397
 AG7397                          SUPERSEDED SURVEY CONTROL
 AG7397
 AG7397.No superseded survey control is available for this station.
 AG7397
 AG7397_MARKER: DD = SURVEY DISK
 AG7397_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AG7397_STAMPING: BM 27 EL-4.980
 AG7397_MARK LOGO: FLDT
 AG7397_PROJECTION: FLUSH
 AG7397_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7397+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2007
 AG7397
 AG7397  HISTORY     - Date     Condition        Report By
 AG7397  HISTORY     - 1978     MONUMENTED       FLDT
 AG7397  HISTORY     - 1979     GOOD             FLDNR
 AG7397  HISTORY     - 1983     GOOD             USPSQD
 AG7397  HISTORY     - 1983     GOOD             FLDNR
 AG7397  HISTORY     - 20020620 GOOD             USPSQD
 AG7397  HISTORY     - 20071214 GOOD             FLDEP
 AG7397
 AG7397                          STATION DESCRIPTION
 AG7397
 AG7397'DESCRIBED BY FL DEPT OF NAT RES 1979
 AG7397'SARASOTA.
 AG7397'AT LONGBOAT MARINA, THE MARK IS LOCATED ABOUT 250 FEET NORTH OF THE
 AG7397'CENTERLINE OF ENTRANCE TO MARINA, AND BEARS 51.6 FEET EAST OF THE
 AG7397'CENTERLINE OF STATE HIGHWAY 789, AND 68.4 FEET NORTH OF POWER POLE
 AG7397'WITH TWO TRANSFORMERS.
 AG7397
 AG7397                          STATION RECOVERY (1983)
 AG7397
 AG7397'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG7397'MARKER IS UNDER NEW SOD, 6 FT EAST OF BIKE PATH AND 42 FT. SOUTH OF
 AG7397'THE CENTERLINE OF A BROAD DOUBLE ASPHALTED ENTERANCE TO 'SARASOTA
 AG7397'SQUARE BUISNESS BUILDING'. A DISCARDE, BROKEN WITNESS POST WAS
 AG7397'REBUILT AND INSTALLED TO THE EAST OF THE BM POST.
 AG7397
 AG7397                          STATION RECOVERY (1983)
 AG7397
 AG7397'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7397'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AG7397'INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 780 IN SARASOTA, GO 2.4
 AG7397'MILES SOUTHWEST ALONG STATE ROAD 780 TO THE JUNCTION OF STATE ROAD
 AG7397'789, GO 1.75 MILES NORTH ALONG STATE ROAD 789 TO THE ENTRANCE TO
 AG7397'LONGBOAT KEY MARINA AND THE MARK.  THE MARK BEARS 250 FEET NORTH OF
 AG7397'THE CENTERLINE OF THE ENTRANCE TO LONGBOAT KEY, 51.6 FEET EAST OF THE
 AG7397'CENTERLINE OF STATE ROAD 789, AND 68.4 FEET NORTH OF A POWER POLE WITH
 AG7397'TWO TRANSFORMERS.
 AG7397
 AG7397                          STATION RECOVERY (2002)
 AG7397
 AG7397'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7397'ALSO RECOVERED
 AG7397'27 FLDT RM1 IN GOOD CONDITION 8 FT NW OF STATION
 AG7397'27 FLDT RM2 IN GOOD CONDITION 8 FT SW OF STATION
 AG7397
 AG7397                          STATION RECOVERY (2007)
 AG7397
 AG7397'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7397'RECOVERED IN GOOD CONDITION.
 AG7397'
 AG7397'NOTE SEE PHOTO THIS MARK IS A PREFABRICATED CONCRETE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1317 ***********************************************************************
 AQ1317  DESIGNATION -  27 B
 AQ1317  PID         -  AQ1317
 AQ1317  STATE/COUNTY-  FL/VOLUSIA
 AQ1317  COUNTRY     -  US
 AQ1317  USGS QUAD   -  SAMSULA (2018)
 AQ1317
 AQ1317                         *CURRENT SURVEY CONTROL
 AQ1317  ______________________________________________________________________
 AQ1317* NAD 83(1986) POSITION- 29 05 20.     (N) 081 01 15.     (W)   SCALED
 AQ1317* NAVD 88 ORTHO HEIGHT -     5.583 (meters)       18.32  (feet) ADJUSTED
 AQ1317  ______________________________________________________________________
 AQ1317  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 AQ1317  DYNAMIC HEIGHT  -          5.575 (meters)       18.29  (feet) COMP
 AQ1317  MODELED GRAVITY -    979,258.3   (mgal)                       NAVD 88
 AQ1317
 AQ1317  VERT ORDER      -  SECOND    CLASS 0
 AQ1317
 AQ1317.The horizontal coordinates were scaled from a map and have
 AQ1317.an estimated accuracy of +/- 6 seconds.
 AQ1317
 AQ1317.The orthometric height was determined by differential leveling and
 AQ1317.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1317.in June 1991.
 AQ1317
 AQ1317.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1317.GEOID18 height accuracy estimate available here.
 AQ1317
 AQ1317.Click photographs - Photos may exist for this station.
 AQ1317
 AQ1317.The dynamic height is computed by dividing the NAVD 88
 AQ1317.geopotential number by the normal gravity value computed on the
 AQ1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1317.degrees latitude (g = 980.6199 gals.).
 AQ1317
 AQ1317.The modeled gravity was interpolated from observed gravity values.
 AQ1317
 AQ1317;                    North         East    Units  Estimated Accuracy
 AQ1317;SPC FL E     -   526,880.      197,970.      MT  (+/- 180 meters Scaled)
 AQ1317
 AQ1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN979178(NAD 83)
 AQ1317
 AQ1317                          SUPERSEDED SURVEY CONTROL
 AQ1317
 AQ1317  NGVD 29 (??/??/92)    5.928  (m)           19.45   (f) ADJ UNCH    2 0
 AQ1317
 AQ1317.Superseded values are not recommended for survey control.
 AQ1317
 AQ1317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1317.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1317
 AQ1317_MARKER: DD = SURVEY DISK
 AQ1317_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1317_SP_SET: BRIDGE
 AQ1317_STAMPING: 27B
 AQ1317_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1317
 AQ1317  HISTORY     - Date     Condition        Report By
 AQ1317  HISTORY     - UNK      MONUMENTED       FLDT
 AQ1317  HISTORY     - 1972     GOOD             FLDT
 AQ1317  HISTORY     - 1984     GOOD             USPSQD
 AQ1317  HISTORY     - 1985     GOOD             USPSQD
 AQ1317  HISTORY     - 1987     GOOD             USPSQD
 AQ1317  HISTORY     - 1990     GOOD             USPSQD
 AQ1317
 AQ1317                          STATION DESCRIPTION
 AQ1317
 AQ1317'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1317'9.7 MI NW FROM NEW SMYRNA.
 AQ1317'FROM THE INTERSECTION OF SR-44 WITH U.S.-1 IN NEW SMYRNA PROCEED
 AQ1317'WEST ON SR-44 FOR 4.0 MILES TO INTERSECTION WITH I-95, THEN
 AQ1317'NORTH ON I-95 FOR 5.6 MILES TO SOUTH END OF I-95 BRIDGE OVER
 AQ1317'SPRUCE CREEK AND BENCH MARK, WHICH IS A STATE ROAD DEPARTMENT
 AQ1317'BRASS DISK PRESET FLUSH IN THE SW END OF I-95 SOUTHBOUND LANE
 AQ1317'CONCRETE BRIDGE GUARDRAIL OVER SPRUCE CREEK.  IT IS 0.4 FOOT
 AQ1317'NW OF SW CORNER OF CONCRETE BRIDGE GUARDRAIL AND 22.6 FEET SW
 AQ1317'OF CENTERLINE OF SOUTHBOUND LANE OF I-95.  SECTION 29, T 16 S,
 AQ1317'R 33 E.
 AQ1317
 AQ1317                          STATION RECOVERY (1984)
 AQ1317
 AQ1317'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1317'RECOVERED IN GOOD CONDITION.
 AQ1317
 AQ1317                          STATION RECOVERY (1985)
 AQ1317
 AQ1317'RECOVERY NOTE BY US POWER SQUADRON 1985
 AQ1317'BENCH MARK IS LOCATED ON THE SOUTH-WEST ABUTMENT OF I-95 ON THE
 AQ1317'BRIDGE OVER SPRUCE CREEK. IT IS LOCATED 1.5 MILES SOUTH OF THE
 AQ1317'INTERSECTION OF I-95 AND DUNLAWTON ENTRANCE TO I-95.
 AQ1317
 AQ1317                          STATION RECOVERY (1987)
 AQ1317
 AQ1317'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AQ1317'RECOVERED IN GOOD CONDITION.
 AQ1317
 AQ1317                          STATION RECOVERY (1990)
 AQ1317
 AQ1317'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1317'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1316 ***********************************************************************
 AQ1316  DESIGNATION -  27 C
 AQ1316  PID         -  AQ1316
 AQ1316  STATE/COUNTY-  FL/VOLUSIA
 AQ1316  COUNTRY     -  US
 AQ1316  USGS QUAD   -  SAMSULA (2018)
 AQ1316
 AQ1316                         *CURRENT SURVEY CONTROL
 AQ1316  ______________________________________________________________________
 AQ1316* NAD 83(1986) POSITION- 29 05 21.     (N) 081 01 11.     (W)   SCALED
 AQ1316* NAVD 88 ORTHO HEIGHT -     5.597 (meters)       18.36  (feet) ADJUSTED
 AQ1316  ______________________________________________________________________
 AQ1316  GEOID HEIGHT    -        -28.284 (meters)                     GEOID18
 AQ1316  DYNAMIC HEIGHT  -          5.590 (meters)       18.34  (feet) COMP
 AQ1316  MODELED GRAVITY -    979,258.3   (mgal)                       NAVD 88
 AQ1316
 AQ1316  VERT ORDER      -  SECOND    CLASS 0
 AQ1316
 AQ1316.The horizontal coordinates were scaled from a map and have
 AQ1316.an estimated accuracy of +/- 6 seconds.
 AQ1316
 AQ1316.The orthometric height was determined by differential leveling and
 AQ1316.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1316.in June 1991.
 AQ1316
 AQ1316.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1316.GEOID18 height accuracy estimate available here.
 AQ1316
 AQ1316.Click photographs - Photos may exist for this station.
 AQ1316
 AQ1316.The dynamic height is computed by dividing the NAVD 88
 AQ1316.geopotential number by the normal gravity value computed on the
 AQ1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1316.degrees latitude (g = 980.6199 gals.).
 AQ1316
 AQ1316.The modeled gravity was interpolated from observed gravity values.
 AQ1316
 AQ1316;                    North         East    Units  Estimated Accuracy
 AQ1316;SPC FL E     -   526,910.      198,080.      MT  (+/- 180 meters Scaled)
 AQ1316
 AQ1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN980178(NAD 83)
 AQ1316
 AQ1316                          SUPERSEDED SURVEY CONTROL
 AQ1316
 AQ1316  NGVD 29 (??/??/92)    5.943  (m)           19.50   (f) ADJ UNCH    2 0
 AQ1316
 AQ1316.Superseded values are not recommended for survey control.
 AQ1316
 AQ1316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1316.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1316
 AQ1316_MARKER: DD = SURVEY DISK
 AQ1316_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1316_SP_SET: BRIDGE
 AQ1316_STAMPING: 27C
 AQ1316_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1316
 AQ1316  HISTORY     - Date     Condition        Report By
 AQ1316  HISTORY     - 1918     MONUMENTED       FLDT
 AQ1316  HISTORY     - 1972     GOOD             FLDT
 AQ1316  HISTORY     - 1984     GOOD             USPSQD
 AQ1316  HISTORY     - 1990     GOOD             USPSQD
 AQ1316
 AQ1316                          STATION DESCRIPTION
 AQ1316
 AQ1316'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1316'9.7 MI NW FROM NEW SMYRNA.
 AQ1316'FROM THE INTERSECTION OF SR-44 WITH U.S.-1 IN NEW SMYRNA PROCEED
 AQ1316'WEST ON SR-44 FOR 4.0 MILES TO INTERSECTION WITH I-95, THEN
 AQ1316'NORTH ON I-95 FOR ABOUT 5.6 MILES TO SOUTH END OF I-95 BRIDGE
 AQ1316'OVER SPRUCE CREEK AND BENCH MARK, WHICH IS A STATE ROAD DEPARTMENT
 AQ1316'BRASS DISK PRESET FLUSH IN THE SE END OF I-95 NORTHBOUND LANE
 AQ1316'CONCRETE BRIDGE GUARDRAIL OVER SPRUCE CREEK.  IT IS 0.3 FOOT
 AQ1316'NW OF SE CORNER OF CONCRETE BRIDGE GUARDRAIL AND 22.5 FEET NE OF
 AQ1316'CENTERLINE OF I-95 NORTHBOUND LANE.  SECTION 29, T 16 S, R 33 E.
 AQ1316
 AQ1316                          STATION RECOVERY (1984)
 AQ1316
 AQ1316'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1316'RECOVERED IN GOOD CONDITION.
 AQ1316
 AQ1316                          STATION RECOVERY (1990)
 AQ1316
 AQ1316'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0718 ***********************************************************************
 AQ0718  DESIGNATION -  27 JAS
 AQ0718  PID         -  AQ0718
 AQ0718  STATE/COUNTY-  FL/MARION
 AQ0718  COUNTRY     -  US
 AQ0718  USGS QUAD   -  JUNIPER SPRINGS (2018)
 AQ0718
 AQ0718                         *CURRENT SURVEY CONTROL
 AQ0718  ______________________________________________________________________
 AQ0718* NAD 83(1986) POSITION- 29 10 14.     (N) 081 39 28.     (W)   SCALED
 AQ0718* NAVD 88 ORTHO HEIGHT -    15.732 (meters)       51.61  (feet) ADJUSTED
 AQ0718  ______________________________________________________________________
 AQ0718  GEOID HEIGHT    -        -28.289 (meters)                     GEOID18
 AQ0718  DYNAMIC HEIGHT  -         15.710 (meters)       51.54  (feet) COMP
 AQ0718  MODELED GRAVITY -    979,238.3   (mgal)                       NAVD 88
 AQ0718
 AQ0718  VERT ORDER      -  FIRST     CLASS II
 AQ0718
 AQ0718.The horizontal coordinates were scaled from a map and have
 AQ0718.an estimated accuracy of +/- 6 seconds.
 AQ0718
 AQ0718.The orthometric height was determined by differential leveling and
 AQ0718.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0718.in July 2011.
 AQ0718
 AQ0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0718.GEOID18 height accuracy estimate available here.
 AQ0718
 AQ0718.Click photographs - Photos may exist for this station.
 AQ0718
 AQ0718.The dynamic height is computed by dividing the NAVD 88
 AQ0718.geopotential number by the normal gravity value computed on the
 AQ0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0718.degrees latitude (g = 980.6199 gals.).
 AQ0718
 AQ0718.The modeled gravity was interpolated from observed gravity values.
 AQ0718
 AQ0718;                    North         East    Units  Estimated Accuracy
 AQ0718;SPC FL W     -   535,980.      233,290.      MT  (+/- 180 meters Scaled)
 AQ0718
 AQ0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN360270(NAD 83)
 AQ0718
 AQ0718                          SUPERSEDED SURVEY CONTROL
 AQ0718
 AQ0718  NAVD 88 (06/15/91)   15.828  (m)           51.93   (f) SUPERSEDED  1 2
 AQ0718  NGVD 29 (??/??/92)   16.149  (m)           52.98   (f) ADJ UNCH    1 2
 AQ0718
 AQ0718.Superseded values are not recommended for survey control.
 AQ0718
 AQ0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0718.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0718
 AQ0718_MARKER: DD = SURVEY DISK
 AQ0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0718_STAMPING: 27 JAS 1966 53
 AQ0718_MARK LOGO: USGS
 AQ0718_PROJECTION: PROJECTING 10 CENTIMETERS
 AQ0718_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0718+STABILITY: SURFACE MOTION
 AQ0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0718+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005
 AQ0718
 AQ0718  HISTORY     - Date     Condition        Report By
 AQ0718  HISTORY     - 1966     MONUMENTED       USGS
 AQ0718  HISTORY     - 1968     GOOD             CGS
 AQ0718  HISTORY     - 1990     GOOD             LOCSUR
 AQ0718  HISTORY     - 19910303 GOOD             USPSQD
 AQ0718  HISTORY     - 20010416 GOOD             FLDEP
 AQ0718  HISTORY     - 20050409 GOOD             USPSQD
 AQ0718  HISTORY     - 20050417 GOOD             FLDEP
 AQ0718
 AQ0718                          STATION DESCRIPTION
 AQ0718
 AQ0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0718'8.8 MI W FROM ASTOR.
 AQ0718'ABOUT 8.85 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0718'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, ABOUT 1.0
 AQ0718'MILE WEST OF THE INTERSECTION OF STATE HIGHWAY 19, 61 FEET
 AQ0718'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 52 FEET NORTHWEST
 AQ0718'OF A CONCRETE HIGHWAY RIGHT-OF-WAY MARKER, 1 FOOT NORTHEAST OF
 AQ0718'A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY
 AQ0718'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 AQ0718'THE LEVEL OF THE GROUND.
 AQ0718
 AQ0718                          STATION RECOVERY (1990)
 AQ0718
 AQ0718'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990 (WHT)
 AQ0718'RECOVERED IN GOOD CONDITION.
 AQ0718
 AQ0718                          STATION RECOVERY (1991)
 AQ0718
 AQ0718'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0718'RECOVERED IN GOOD CONDITION.
 AQ0718
 AQ0718                          STATION RECOVERY (2001)
 AQ0718
 AQ0718'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (BPJ)
 AQ0718'RECOVERED AS DESCRIBED.
 AQ0718
 AQ0718                          STATION RECOVERY (2005)
 AQ0718
 AQ0718'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJM)
 AQ0718'RECOVERED IN GOOD CONDITION.
 AQ0718
 AQ0718                          STATION RECOVERY (2005)
 AQ0718
 AQ0718'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AQ0718'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AQ0718'
 AQ0718'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 40 AND STATE
 AQ0718'ROAD 19 ABOUT 6.0 MI  WEST OF ASTOR, GO WEST ON STATE ROAD 40 FOR 1.0
 AQ0718'MI TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0274 ***********************************************************************
 BE0274  DESIGNATION -  27 JWM
 BE0274  PID         -  BE0274
 BE0274  STATE/COUNTY-  FL/JACKSON
 BE0274  COUNTRY     -  US
 BE0274  USGS QUAD   -  MARIANNA (2018)
 BE0274
 BE0274                         *CURRENT SURVEY CONTROL
 BE0274  ______________________________________________________________________
 BE0274* NAD 83(1986) POSITION- 30 52 12.     (N) 085 09 44.     (W)   SCALED
 BE0274* NAVD 88 ORTHO HEIGHT -    34.991 (meters)      114.80  (feet) ADJUSTED
 BE0274  ______________________________________________________________________
 BE0274  GEOID HEIGHT    -        -28.139 (meters)                     GEOID18
 BE0274  DYNAMIC HEIGHT  -         34.946 (meters)      114.65  (feet) COMP
 BE0274  MODELED GRAVITY -    979,354.8   (mgal)                       NAVD 88
 BE0274
 BE0274  VERT ORDER      -  SECOND    CLASS 0
 BE0274
 BE0274.The horizontal coordinates were scaled from a map and have
 BE0274.an estimated accuracy of +/- 6 seconds.
 BE0274
 BE0274.The orthometric height was determined by differential leveling and
 BE0274.adjusted by the NATIONAL GEODETIC SURVEY
 BE0274.in June 1991.
 BE0274
 BE0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0274.GEOID18 height accuracy estimate available here.
 BE0274
 BE0274.Click photographs - Photos may exist for this station.
 BE0274
 BE0274.The dynamic height is computed by dividing the NAVD 88
 BE0274.geopotential number by the normal gravity value computed on the
 BE0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0274.degrees latitude (g = 980.6199 gals.).
 BE0274
 BE0274.The modeled gravity was interpolated from observed gravity values.
 BE0274
 BE0274;                    North         East    Units  Estimated Accuracy
 BE0274;SPC FL N     -   207,480.      536,670.      MT  (+/- 180 meters Scaled)
 BE0274
 BE0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV756166(NAD 83)
 BE0274
 BE0274                          SUPERSEDED SURVEY CONTROL
 BE0274
 BE0274  NGVD 29 (??/??/92)   35.116  (m)          115.21   (f) ADJ UNCH    2 0
 BE0274
 BE0274.Superseded values are not recommended for survey control.
 BE0274
 BE0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0274.See file dsdata.pdf to determine how the superseded data were derived.
 BE0274
 BE0274_MARKER: DB = BENCH MARK DISK
 BE0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0274_STAMPING: 27 JWM 1951 115
 BE0274_MARK LOGO: USGS
 BE0274_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0274+STABILITY: SURFACE MOTION
 BE0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE0274+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2009
 BE0274
 BE0274  HISTORY     - Date     Condition        Report By
 BE0274  HISTORY     - 1951     MONUMENTED       USGS
 BE0274  HISTORY     - 1952     GOOD             CGS
 BE0274  HISTORY     - 1989     GOOD             USPSQD
 BE0274  HISTORY     - 19910524 GOOD             NGS
 BE0274  HISTORY     - 20010331 GOOD             NGS
 BE0274  HISTORY     - 20090810 GOOD             FLDT
 BE0274
 BE0274                          STATION DESCRIPTION
 BE0274
 BE0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0274'AT GREENWOOD.
 BE0274'AT GREENWOOD, AT THE JUNCTION OF STATE HIGHWAYS 71 AND 69, 39
 BE0274'FEET EAST OF CENTER LINE OF HIGHWAY 71, 33 FEET NORTH OF CENTER
 BE0274'LINE OF HIGHWAY 69, 14 FEET EAST OF A POWER POLE, 3 FEET NORTHWEST
 BE0274'OF A FENCE CORNER, 1/2 FOOT ABOVE LEVEL OF HIGHWAY 71 AND SET
 BE0274'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BE0274
 BE0274                          STATION RECOVERY (1989)
 BE0274
 BE0274'RECOVERY NOTE BY US POWER SQUADRON 1989 (LJR)
 BE0274'RECOVERED IN GOOD CONDITION.
 BE0274
 BE0274                          STATION RECOVERY (1991)
 BE0274
 BE0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 BE0274'THE MARK IS IN GREENWOOD, AT THE JUNCTION OF STATE HIGHWAY 71 AND
 BE0274'STATE HIGHWAY 69, IN SECTION 31, T 6 N, R 9 W. THE MARK IS IN
 BE0274'GREENWOOD AT THE JUNCTION OF STATE HIGHWAY 71 AND STATE HIGHWAY 69,
 BE0274'SET IN THE TOP OF CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED
 BE0274'39.0 FT (11.9 M) EAST OF THE CENTERLINE OF STATE HIGHWAY 71, 33.0 FT
 BE0274'(10.1 M) NORTH OF THE CENTERLINE OF STATE HIGHWAY 69, 14.0 FT (4.3 M)
 BE0274'EAST OF A POWER POLE AND 1.5 FT (0.5 M) ABOVE THE LEVEL OF THE
 BE0274'HIGHWAY. MARK WAS NOT LEVELED TO THIS DATE.
 BE0274
 BE0274                          STATION RECOVERY (2001)
 BE0274
 BE0274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0274'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0274
 BE0274                          STATION RECOVERY (2009)
 BE0274
 BE0274'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2009 (TS)
 BE0274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6787 ***********************************************************************
 DE6787  DESIGNATION -  27 RJN
 DE6787  PID         -  DE6787
 DE6787  STATE/COUNTY-  FL/PUTNAM
 DE6787  COUNTRY     -  US
 DE6787  USGS QUAD   -  SAN MATEO (2018)
 DE6787
 DE6787                         *CURRENT SURVEY CONTROL
 DE6787  ______________________________________________________________________
 DE6787* NAD 83(1986) POSITION- 29 32 24.     (N) 081 31 23.     (W)   SCALED
 DE6787* NAVD 88 ORTHO HEIGHT -     4.618 (meters)       15.15  (feet) ADJUSTED
 DE6787  ______________________________________________________________________
 DE6787  GEOID HEIGHT    -        -28.569 (meters)                     GEOID18
 DE6787  DYNAMIC HEIGHT  -          4.611 (meters)       15.13  (feet) COMP
 DE6787  MODELED GRAVITY -    979,275.2   (mgal)                       NAVD 88
 DE6787
 DE6787  VERT ORDER      -  SECOND    CLASS I
 DE6787
 DE6787.The horizontal coordinates were scaled from a map and have
 DE6787.an estimated accuracy of +/- 6 seconds.
 DE6787
 DE6787.The orthometric height was determined by differential leveling and
 DE6787.adjusted by the NATIONAL GEODETIC SURVEY
 DE6787.in May 2004.
 DE6787
 DE6787.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6787.GEOID18 height accuracy estimate available here.
 DE6787
 DE6787.Click photographs - Photos may exist for this station.
 DE6787
 DE6787.The dynamic height is computed by dividing the NAVD 88
 DE6787.geopotential number by the normal gravity value computed on the
 DE6787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6787.degrees latitude (g = 980.6199 gals.).
 DE6787
 DE6787.The modeled gravity was interpolated from observed gravity values.
 DE6787
 DE6787;                    North         East    Units  Estimated Accuracy
 DE6787;SPC FL E     -   576,990.      149,300.      MT  (+/- 180 meters Scaled)
 DE6787
 DE6787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN493679(NAD 83)
 DE6787
 DE6787                          SUPERSEDED SURVEY CONTROL
 DE6787
 DE6787.No superseded survey control is available for this station.
 DE6787
 DE6787_MARKER: DD = SURVEY DISK
 DE6787_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE6787_SP_SET: HEADWALL
 DE6787_STAMPING: 27 RJN 1967 16 FT
 DE6787_MARK LOGO: USGS
 DE6787_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6787+STABILITY: SURFACE MOTION
 DE6787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6787+SATELLITE: SATELLITE OBSERVATIONS - April 22, 1999
 DE6787
 DE6787  HISTORY     - Date     Condition        Report By
 DE6787  HISTORY     - 1967     MONUMENTED       USGS
 DE6787  HISTORY     - 19990422 GOOD             FLDEP
 DE6787
 DE6787                          STATION DESCRIPTION
 DE6787
 DE6787'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6787'THE MARK IS ABOUT 18.0 MI (29.0 KM) WEST OF BUNNELL, 11.0 MI (17.7 KM)
 DE6787'SOUTHEAST OF PALATKA, 6.0 MI (9.7 KM) EAST OF SAN MATEO ON STATE ROAD
 DE6787'100 IN SECTION 13, TOWNSHIP 11 SOUTH, RANGE 27 EAST. TO REACH THE MARK
 DE6787'FROM THE JUNCTION OF U.S. HIGHWAY 17 AND STATE ROAD 100 IN SAN MATEO,
 DE6787'GO SOUTHEAST ON STATE ROAD 100 FOR 6.0 MI (9.7 KM) TO THE MARK ON THE
 DE6787'RIGHT, SET IN THE TOP OF THE SOUTHEAST END OF THE CONCRETE HEADWALL,
 DE6787'2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD 100. LOCATED 48.0 FT
 DE6787'(14.6 M) EAST OF REFERENCE MARK HOBBS NO 1 1935, 44.4 FT (13.5 M)
 DE6787'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD LEADING
 DE6787'SOUTHWEST, 22.2 FT (6.8 M) SOUTHEAST OF THE CENTERLINE OF STATE ROAD
 DE6787'100 AND 1.0 FT (0.3 M) NORTHWEST OF A DOT METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0144 ***********************************************************************
 AG0144  DESIGNATION -  270
 AG0144  PID         -  AG0144
 AG0144  STATE/COUNTY-  FL/PINELLAS
 AG0144  COUNTRY     -  US
 AG0144  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0144
 AG0144                         *CURRENT SURVEY CONTROL
 AG0144  ______________________________________________________________________
 AG0144* NAD 83(1986) POSITION- 27 52 55.     (N) 082 42 53.     (W)   SCALED
 AG0144* NAVD 88 ORTHO HEIGHT -     2.870 (meters)        9.42  (feet) ADJUSTED
 AG0144  ______________________________________________________________________
 AG0144  GEOID HEIGHT    -        -24.601 (meters)                     GEOID18
 AG0144  DYNAMIC HEIGHT  -          2.866 (meters)        9.40  (feet) COMP
 AG0144  MODELED GRAVITY -    979,183.5   (mgal)                       NAVD 88
 AG0144
 AG0144  VERT ORDER      -  SECOND    CLASS II
 AG0144
 AG0144.The horizontal coordinates were scaled from a map and have
 AG0144.an estimated accuracy of +/- 6 seconds.
 AG0144
 AG0144.The orthometric height was determined by differential leveling and
 AG0144.adjusted by the NATIONAL GEODETIC SURVEY
 AG0144.in June 1991.
 AG0144
 AG0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0144.GEOID18 height accuracy estimate available here.
 AG0144
 AG0144.Click photographs - Photos may exist for this station.
 AG0144
 AG0144.The dynamic height is computed by dividing the NAVD 88
 AG0144.geopotential number by the normal gravity value computed on the
 AG0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0144.degrees latitude (g = 980.6199 gals.).
 AG0144
 AG0144.The modeled gravity was interpolated from observed gravity values.
 AG0144
 AG0144;                    North         East    Units  Estimated Accuracy
 AG0144;SPC FL W     -   393,330.      129,630.      MT  (+/- 180 meters Scaled)
 AG0144
 AG0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL312853(NAD 83)
 AG0144
 AG0144                          SUPERSEDED SURVEY CONTROL
 AG0144
 AG0144  NGVD 29 (??/??/92)    3.133  (m)           10.28   (f) ADJ UNCH    2 2
 AG0144
 AG0144.Superseded values are not recommended for survey control.
 AG0144
 AG0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0144.See file dsdata.pdf to determine how the superseded data were derived.
 AG0144
 AG0144_MARKER: DD = SURVEY DISK
 AG0144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0144_SP_SET: WINGWALL
 AG0144_STAMPING: 270
 AG0144_MARK LOGO: FLHD
 AG0144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0144+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 AG0144
 AG0144  HISTORY     - Date     Condition        Report By
 AG0144  HISTORY     - UNK      MONUMENTED       FLHD
 AG0144  HISTORY     - 1976     GOOD             FLDT
 AG0144  HISTORY     - 20030308 GOOD             USPSQD
 AG0144  HISTORY     - 20070209 MARK NOT FOUND   USPSQD
 AG0144
 AG0144                          STATION DESCRIPTION
 AG0144
 AG0144'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0144'1 MI SE FROM LARGO.
 AG0144'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0144'ULMERTON RD. (SR 688).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 0.95
 AG0144'MILE TO BRIDGE.  STATION ON LEFT, N.E. CORNER OF THE NORTH
 AG0144'BOUND LANE.  SET IN THE TOP OF THE CONCRETE WINGWALL.  SECTION
 AG0144'8, T 30, R 16.
 AG0144
 AG0144                          STATION RECOVERY (2003)
 AG0144
 AG0144'RECOVERY NOTE BY US POWER SQUADRON 2003 (JA)
 AG0144'RECOVERED IN GOOD CONDITION.
 AG0144
 AG0144                          STATION RECOVERY (2007)
 AG0144
 AG0144'RECOVERY NOTE BY US POWER SQUADRON 2007 (KNB)
 AG0144'ROUTE 19 IS UNDERGOING EXTENSIVE RECONSTRUCTION. NO CONCRETE WINGWALL
 AG0144'EXISTS AT THE LOCATION DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0135 ***********************************************************************
 AG0135  DESIGNATION -  271
 AG0135  PID         -  AG0135
 AG0135  STATE/COUNTY-  FL/PINELLAS
 AG0135  COUNTRY     -  US
 AG0135  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0135
 AG0135                         *CURRENT SURVEY CONTROL
 AG0135  ______________________________________________________________________
 AG0135* NAD 83(1986) POSITION- 27 52 55.     (N) 082 42 53.     (W)   SCALED
 AG0135* NAVD 88 ORTHO HEIGHT -     2.888 (meters)        9.48  (feet) ADJUSTED
 AG0135  ______________________________________________________________________
 AG0135  GEOID HEIGHT    -        -24.601 (meters)                     GEOID18
 AG0135  DYNAMIC HEIGHT  -          2.883 (meters)        9.46  (feet) COMP
 AG0135  MODELED GRAVITY -    979,183.5   (mgal)                       NAVD 88
 AG0135
 AG0135  VERT ORDER      -  SECOND    CLASS II
 AG0135
 AG0135.The horizontal coordinates were scaled from a map and have
 AG0135.an estimated accuracy of +/- 6 seconds.
 AG0135
 AG0135.The orthometric height was determined by differential leveling and
 AG0135.adjusted by the NATIONAL GEODETIC SURVEY
 AG0135.in June 1991.
 AG0135
 AG0135.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0135.GEOID18 height accuracy estimate available here.
 AG0135
 AG0135.Click photographs - Photos may exist for this station.
 AG0135
 AG0135.The dynamic height is computed by dividing the NAVD 88
 AG0135.geopotential number by the normal gravity value computed on the
 AG0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0135.degrees latitude (g = 980.6199 gals.).
 AG0135
 AG0135.The modeled gravity was interpolated from observed gravity values.
 AG0135
 AG0135;                    North         East    Units  Estimated Accuracy
 AG0135;SPC FL W     -   393,330.      129,630.      MT  (+/- 180 meters Scaled)
 AG0135
 AG0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL312853(NAD 83)
 AG0135
 AG0135                          SUPERSEDED SURVEY CONTROL
 AG0135
 AG0135  NGVD 29 (??/??/92)    3.151  (m)           10.34   (f) ADJ UNCH    2 2
 AG0135
 AG0135.Superseded values are not recommended for survey control.
 AG0135
 AG0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0135.See file dsdata.pdf to determine how the superseded data were derived.
 AG0135
 AG0135_MARKER: DD = SURVEY DISK
 AG0135_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0135_SP_SET: WINGWALL
 AG0135_STAMPING: 271
 AG0135_MARK LOGO: FLHD
 AG0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0135
 AG0135  HISTORY     - Date     Condition        Report By
 AG0135  HISTORY     - UNK      MONUMENTED       FLHD
 AG0135  HISTORY     - 1976     GOOD             FLDT
 AG0135  HISTORY     - 20030301 MARK NOT FOUND   USPSQD
 AG0135
 AG0135                          STATION DESCRIPTION
 AG0135
 AG0135'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0135'1 MI SE FROM LARGO.
 AG0135'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0135'ULMERTON RD. (SR. 688).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 0.95
 AG0135'MILE TO BRIDGE.  STATION ON RIGHT, IN THE S.W. CORNER OF SOUTH
 AG0135'BOUND BRIDGE.  SET IN THE TOP OF THE CONCRETE WINGWALL.  SECTION
 AG0135'8, T 30, R 16.
 AG0135
 AG0135                          STATION RECOVERY (2003)
 AG0135
 AG0135'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK)
 AG0135'BRIDGE WIDENED SEVERAL YEARS AGO
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0136 ***********************************************************************
 AG0136  DESIGNATION -  272
 AG0136  PID         -  AG0136
 AG0136  STATE/COUNTY-  FL/PINELLAS
 AG0136  COUNTRY     -  US
 AG0136  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0136
 AG0136                         *CURRENT SURVEY CONTROL
 AG0136  ______________________________________________________________________
 AG0136* NAD 83(1986) POSITION- 27 52 43.     (N) 082 42 41.     (W)   SCALED
 AG0136* NAVD 88 ORTHO HEIGHT -     3.268 (meters)       10.72  (feet) ADJUSTED
 AG0136  ______________________________________________________________________
 AG0136  GEOID HEIGHT    -        -24.599 (meters)                     GEOID18
 AG0136  DYNAMIC HEIGHT  -          3.263 (meters)       10.71  (feet) COMP
 AG0136  MODELED GRAVITY -    979,183.3   (mgal)                       NAVD 88
 AG0136
 AG0136  VERT ORDER      -  SECOND    CLASS II
 AG0136
 AG0136.The horizontal coordinates were scaled from a map and have
 AG0136.an estimated accuracy of +/- 6 seconds.
 AG0136
 AG0136.The orthometric height was determined by differential leveling and
 AG0136.adjusted by the NATIONAL GEODETIC SURVEY
 AG0136.in June 1991.
 AG0136
 AG0136.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0136.GEOID18 height accuracy estimate available here.
 AG0136
 AG0136.Click photographs - Photos may exist for this station.
 AG0136
 AG0136.The dynamic height is computed by dividing the NAVD 88
 AG0136.geopotential number by the normal gravity value computed on the
 AG0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0136.degrees latitude (g = 980.6199 gals.).
 AG0136
 AG0136.The modeled gravity was interpolated from observed gravity values.
 AG0136
 AG0136;                    North         East    Units  Estimated Accuracy
 AG0136;SPC FL W     -   392,960.      129,950.      MT  (+/- 180 meters Scaled)
 AG0136
 AG0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL315849(NAD 83)
 AG0136
 AG0136                          SUPERSEDED SURVEY CONTROL
 AG0136
 AG0136  NGVD 29 (??/??/92)    3.531  (m)           11.58   (f) ADJ UNCH    2 2
 AG0136
 AG0136.Superseded values are not recommended for survey control.
 AG0136
 AG0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0136.See file dsdata.pdf to determine how the superseded data were derived.
 AG0136
 AG0136_MARKER: DD = SURVEY DISK
 AG0136_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0136_SP_SET: CULVERT HEADWALL
 AG0136_STAMPING: 272
 AG0136_MARK LOGO: FLHD
 AG0136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0136+STABILITY: SURFACE MOTION
 AG0136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0136+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2003
 AG0136
 AG0136  HISTORY     - Date     Condition        Report By
 AG0136  HISTORY     - UNK      MONUMENTED       FLHD
 AG0136  HISTORY     - 1976     GOOD             FLDT
 AG0136  HISTORY     - 20030221 GOOD             USPSQD
 AG0136  HISTORY     - 20070209 MARK NOT FOUND   USPSQD
 AG0136
 AG0136                          STATION DESCRIPTION
 AG0136
 AG0136'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0136'2 MI SE FROM LARGO.
 AG0136'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0136'ULMERTON RD. (SR 688).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.25
 AG0136'MILE.  STATION ON LEFT, 81.5 FT. N.E. OF THE CENTERLINE OF U.S.
 AG0136'HWY. 19, 71.0 FT. N.N.W. OF A POWER POLE, NUMBER 1A-32238-R.
 AG0136'SET IN THE TOP OF THE CONCRETE HEADWALL.  SECTION 16, T 30,
 AG0136'R 16.
 AG0136
 AG0136                          STATION RECOVERY (2003)
 AG0136
 AG0136'RECOVERY NOTE BY US POWER SQUADRON 2003
 AG0136'STATION LOCATED ON TOP OF CONCRETE HEADWALL NORTHBOUND LANES OF ROUTE
 AG0136'US 19, ON SOUTH SPAN OF ULMERTON ROAD BRIDGE.
 AG0136
 AG0136                          STATION RECOVERY (2007)
 AG0136
 AG0136'RECOVERY NOTE BY US POWER SQUADRON 2007 (KNB)
 AG0136'ROUTE 19 IS UNDERGOING EXTENSIVE RECONSTRUCTION. NO CONCRETE HEADWALL
 AG0136'EXISTS AT THE LOCATION DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0137 ***********************************************************************
 AG0137  DESIGNATION -  273
 AG0137  PID         -  AG0137
 AG0137  STATE/COUNTY-  FL/PINELLAS
 AG0137  COUNTRY     -  US
 AG0137  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0137
 AG0137                         *CURRENT SURVEY CONTROL
 AG0137  ______________________________________________________________________
 AG0137* NAD 83(1986) POSITION- 27 52 31.     (N) 082 42 35.     (W)   SCALED
 AG0137* NAVD 88 ORTHO HEIGHT -     3.876 (meters)       12.72  (feet) ADJUSTED
 AG0137  ______________________________________________________________________
 AG0137  GEOID HEIGHT    -        -24.595 (meters)                     GEOID18
 AG0137  DYNAMIC HEIGHT  -          3.870 (meters)       12.70  (feet) COMP
 AG0137  MODELED GRAVITY -    979,183.1   (mgal)                       NAVD 88
 AG0137
 AG0137  VERT ORDER      -  SECOND    CLASS II
 AG0137
 AG0137.The horizontal coordinates were scaled from a map and have
 AG0137.an estimated accuracy of +/- 6 seconds.
 AG0137
 AG0137.The orthometric height was determined by differential leveling and
 AG0137.adjusted by the NATIONAL GEODETIC SURVEY
 AG0137.in June 1991.
 AG0137
 AG0137.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0137.GEOID18 height accuracy estimate available here.
 AG0137
 AG0137.Click photographs - Photos may exist for this station.
 AG0137
 AG0137.The dynamic height is computed by dividing the NAVD 88
 AG0137.geopotential number by the normal gravity value computed on the
 AG0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0137.degrees latitude (g = 980.6199 gals.).
 AG0137
 AG0137.The modeled gravity was interpolated from observed gravity values.
 AG0137
 AG0137;                    North         East    Units  Estimated Accuracy
 AG0137;SPC FL W     -   392,590.      130,110.      MT  (+/- 180 meters Scaled)
 AG0137
 AG0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL316845(NAD 83)
 AG0137
 AG0137                          SUPERSEDED SURVEY CONTROL
 AG0137
 AG0137  NGVD 29 (??/??/92)    4.139  (m)           13.58   (f) ADJ UNCH    2 2
 AG0137
 AG0137.Superseded values are not recommended for survey control.
 AG0137
 AG0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0137.See file dsdata.pdf to determine how the superseded data were derived.
 AG0137
 AG0137_MARKER: DD = SURVEY DISK
 AG0137_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0137_SP_SET: CULVERT HEADWALL
 AG0137_STAMPING: 273
 AG0137_MARK LOGO: FLHD
 AG0137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0137+STABILITY: SURFACE MOTION
 AG0137
 AG0137  HISTORY     - Date     Condition        Report By
 AG0137  HISTORY     - UNK      MONUMENTED       FLHD
 AG0137  HISTORY     - 1976     GOOD             FLDT
 AG0137  HISTORY     - 20070209 MARK NOT FOUND   USPSQD
 AG0137
 AG0137                          STATION DESCRIPTION
 AG0137
 AG0137'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0137'0.2 MI N FROM PINELLAS PARK.
 AG0137'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0137'ULMERTON RD. (SR 688).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.6
 AG0137'MILE.  STATION ON LEFT, 59.0 FT. N.E. OF THE CENTERLINE OF
 AG0137'U.S. HWY. 19, 142.0 FT. S.S.E. OF POWER POLE, NUMBER 1A-32232R.
 AG0137'SET IN THE TOP OF THE CONCRETE HEADWALL.  SECTION 16, T 30,
 AG0137'R 16.
 AG0137
 AG0137                          STATION RECOVERY (2007)
 AG0137
 AG0137'RECOVERY NOTE BY US POWER SQUADRON 2007 (KNB)
 AG0137'ROUTE 19 IS UNDERGOING EXTENSIVE RECONSTRUCTION. NO CONCRETE HEADWALL
 AG0137'EXISTS AT THE LOCATION DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2599 ***********************************************************************
 AK2599  DESIGNATION -  273
 AK2599  PID         -  AK2599
 AK2599  STATE/COUNTY-  FL/BREVARD
 AK2599  COUNTRY     -  US
 AK2599  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2599
 AK2599                         *CURRENT SURVEY CONTROL
 AK2599  ______________________________________________________________________
 AK2599* NAD 83(1986) POSITION- 28 24 57.     (N) 080 36 23.     (W)   SCALED
 AK2599* NAVD 88 ORTHO HEIGHT -     1.815 (meters)        5.95  (feet) ADJUSTED
 AK2599  ______________________________________________________________________
 AK2599  GEOID HEIGHT    -        -28.239 (meters)                     GEOID18
 AK2599  DYNAMIC HEIGHT  -          1.812 (meters)        5.94  (feet) COMP
 AK2599  MODELED GRAVITY -    979,220.6   (mgal)                       NAVD 88
 AK2599
 AK2599  VERT ORDER      -  FIRST     CLASS II
 AK2599
 AK2599.The horizontal coordinates were scaled from a map and have
 AK2599.an estimated accuracy of +/- 6 seconds.
 AK2599
 AK2599.The orthometric height was determined by differential leveling and
 AK2599.adjusted by the NATIONAL GEODETIC SURVEY
 AK2599.in June 1991.
 AK2599
 AK2599.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2599.GEOID18 height accuracy estimate available here.
 AK2599
 AK2599.Click photographs - Photos may exist for this station.
 AK2599
 AK2599.The dynamic height is computed by dividing the NAVD 88
 AK2599.geopotential number by the normal gravity value computed on the
 AK2599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2599.degrees latitude (g = 980.6199 gals.).
 AK2599
 AK2599.The modeled gravity was interpolated from observed gravity values.
 AK2599
 AK2599;                    North         East    Units  Estimated Accuracy
 AK2599;SPC FL E     -   452,350.      238,570.      MT  (+/- 180 meters Scaled)
 AK2599
 AK2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM385433(NAD 83)
 AK2599
 AK2599                          SUPERSEDED SURVEY CONTROL
 AK2599
 AK2599  NGVD 29 (??/??/92)    2.189  (m)            7.18   (f) ADJ UNCH    1 2
 AK2599
 AK2599.Superseded values are not recommended for survey control.
 AK2599
 AK2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2599.See file dsdata.pdf to determine how the superseded data were derived.
 AK2599
 AK2599_MARKER: DD = SURVEY DISK
 AK2599_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AK2599_SP_SET: CONCRETE BULKHEAD
 AK2599_STAMPING: 273 USE
 AK2599_MARK LOGO: USACE
 AK2599_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK2599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK2599
 AK2599  HISTORY     - Date     Condition        Report By
 AK2599  HISTORY     - 1961     MONUMENTED       USACE
 AK2599  HISTORY     - 1965     GOOD             CGS
 AK2599  HISTORY     - 1967     GOOD             CGS
 AK2599
 AK2599                          STATION DESCRIPTION
 AK2599
 AK2599'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AK2599'AT CAPE KENNEDY.
 AK2599'LOCATED AT PORT CANAVERAL DOCKS, AT THE NORTHEAST CORNER OF A
 AK2599'CONCRETE BULKHEAD THAT LEADS ALONG THE DOCKING AREA, 26 FEET WEST
 AK2599'OF A METAL GATE POST, 6 FEET NORTH-NORTHEAST OF A FENCE CORNER
 AK2599'AND 6 INCHES SOUTH OF THE NORTH END OF THE BULKHEAD.  THE DISK
 AK2599'IS CEMENTED IN A DRILL HOLE IN THE CONCRETE BULKHEAD AND PROJECTS
 AK2599'ABOUT 1/4 INCH ABOVE THE SURFACE.
 AK2599
 AK2599                          STATION RECOVERY (1967)
 AK2599
 AK2599'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 AK2599'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0138 ***********************************************************************
 AG0138  DESIGNATION -  274
 AG0138  PID         -  AG0138
 AG0138  STATE/COUNTY-  FL/PINELLAS
 AG0138  COUNTRY     -  US
 AG0138  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0138
 AG0138                         *CURRENT SURVEY CONTROL
 AG0138  ______________________________________________________________________
 AG0138* NAD 83(1986) POSITION- 27 52 19.     (N) 082 42 23.     (W)   SCALED
 AG0138* NAVD 88 ORTHO HEIGHT -     3.795 (meters)       12.45  (feet) ADJUSTED
 AG0138  ______________________________________________________________________
 AG0138  GEOID HEIGHT    -        -24.592 (meters)                     GEOID18
 AG0138  DYNAMIC HEIGHT  -          3.790 (meters)       12.43  (feet) COMP
 AG0138  MODELED GRAVITY -    979,182.8   (mgal)                       NAVD 88
 AG0138
 AG0138  VERT ORDER      -  SECOND    CLASS II
 AG0138
 AG0138.The horizontal coordinates were scaled from a map and have
 AG0138.an estimated accuracy of +/- 6 seconds.
 AG0138
 AG0138.The orthometric height was determined by differential leveling and
 AG0138.adjusted by the NATIONAL GEODETIC SURVEY
 AG0138.in June 1991.
 AG0138
 AG0138.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0138.GEOID18 height accuracy estimate available here.
 AG0138
 AG0138.Click photographs - Photos may exist for this station.
 AG0138
 AG0138.The dynamic height is computed by dividing the NAVD 88
 AG0138.geopotential number by the normal gravity value computed on the
 AG0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0138.degrees latitude (g = 980.6199 gals.).
 AG0138
 AG0138.The modeled gravity was interpolated from observed gravity values.
 AG0138
 AG0138;                    North         East    Units  Estimated Accuracy
 AG0138;SPC FL W     -   392,220.      130,440.      MT  (+/- 180 meters Scaled)
 AG0138
 AG0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL320841(NAD 83)
 AG0138
 AG0138                          SUPERSEDED SURVEY CONTROL
 AG0138
 AG0138  NGVD 29 (??/??/92)    4.058  (m)           13.31   (f) ADJ UNCH    2 2
 AG0138
 AG0138.Superseded values are not recommended for survey control.
 AG0138
 AG0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0138.See file dsdata.pdf to determine how the superseded data were derived.
 AG0138
 AG0138_MARKER: DD = SURVEY DISK
 AG0138_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0138_SP_SET: CULVERT HEADWALL
 AG0138_STAMPING: 274
 AG0138_MARK LOGO: FLHD
 AG0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0138+STABILITY: SURFACE MOTION
 AG0138
 AG0138  HISTORY     - Date     Condition        Report By
 AG0138  HISTORY     - UNK      MONUMENTED       FLHD
 AG0138  HISTORY     - 1976     GOOD             FLDT
 AG0138  HISTORY     - 20030316 MARK NOT FOUND   USPSQD
 AG0138
 AG0138                          STATION DESCRIPTION
 AG0138
 AG0138'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0138'0.2 MI N FROM PINELLAS PARK.
 AG0138'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0138'ULMERTON RD. (SR 688).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.9
 AG0138'MILE.  STATION ON LEFT, 60.4 FT. N.E. OF THE CENTERLINE OF U.S.
 AG0138'HWY. 19, 66.0 FT. SOUTH OF POWER POLE, NUMBER 1A-31965-R.  SET
 AG0138'IN THE TOP OF THE CONCRETE HEADWALL.  SECTION 16, T 30, R 16.
 AG0138
 AG0138                          STATION RECOVERY (2003)
 AG0138
 AG0138'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF)
 AG0138'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0139 ***********************************************************************
 AG0139  DESIGNATION -  275
 AG0139  PID         -  AG0139
 AG0139  STATE/COUNTY-  FL/PINELLAS
 AG0139  COUNTRY     -  US
 AG0139  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0139
 AG0139                         *CURRENT SURVEY CONTROL
 AG0139  ______________________________________________________________________
 AG0139* NAD 83(1986) POSITION- 27 51 43.     (N) 082 41 59.     (W)   SCALED
 AG0139* NAVD 88 ORTHO HEIGHT -     3.083 (meters)       10.11  (feet) ADJUSTED
 AG0139  ______________________________________________________________________
 AG0139  GEOID HEIGHT    -        -24.582 (meters)                     GEOID18
 AG0139  DYNAMIC HEIGHT  -          3.079 (meters)       10.10  (feet) COMP
 AG0139  MODELED GRAVITY -    979,182.1   (mgal)                       NAVD 88
 AG0139
 AG0139  VERT ORDER      -  SECOND    CLASS II
 AG0139
 AG0139.The horizontal coordinates were scaled from a map and have
 AG0139.an estimated accuracy of +/- 6 seconds.
 AG0139
 AG0139.The orthometric height was determined by differential leveling and
 AG0139.adjusted by the NATIONAL GEODETIC SURVEY
 AG0139.in June 1991.
 AG0139
 AG0139.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0139.GEOID18 height accuracy estimate available here.
 AG0139
 AG0139.Click photographs - Photos may exist for this station.
 AG0139
 AG0139.The dynamic height is computed by dividing the NAVD 88
 AG0139.geopotential number by the normal gravity value computed on the
 AG0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0139.degrees latitude (g = 980.6199 gals.).
 AG0139
 AG0139.The modeled gravity was interpolated from observed gravity values.
 AG0139
 AG0139;                    North         East    Units  Estimated Accuracy
 AG0139;SPC FL W     -   391,110.      131,090.      MT  (+/- 180 meters Scaled)
 AG0139
 AG0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326830(NAD 83)
 AG0139
 AG0139                          SUPERSEDED SURVEY CONTROL
 AG0139
 AG0139  NGVD 29 (??/??/92)    3.346  (m)           10.98   (f) ADJ UNCH    2 2
 AG0139
 AG0139.Superseded values are not recommended for survey control.
 AG0139
 AG0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0139.See file dsdata.pdf to determine how the superseded data were derived.
 AG0139
 AG0139_MARKER: DD = SURVEY DISK
 AG0139_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0139_SP_SET: HEADWALL
 AG0139_STAMPING: 275
 AG0139_MARK LOGO: FLHD
 AG0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0139
 AG0139  HISTORY     - Date     Condition        Report By
 AG0139  HISTORY     - UNK      MONUMENTED       FLHD
 AG0139  HISTORY     - 1976     GOOD             FLDT
 AG0139  HISTORY     - 20080925 GOOD             PINCPW
 AG0139
 AG0139                          STATION DESCRIPTION
 AG0139
 AG0139'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0139'AT PINELLAS PARK.
 AG0139'THE STATION IS AT THE INTERSECTION OF U.S. HWY. 19 AND 49TH
 AG0139'ST. (SR 691).  184.0 FT. N.E. OF THE CENTER OF THE INTERSECTION
 AG0139'OF U.S. HWY. 19 AND 49TH ST., 31.5 FT. N.E. OF THE CENTERLINE
 AG0139'OF EXIT LANE OF U.S. HWY. 19, 65.0 FT. N.W. OF POWER POLE,
 AG0139'NUMBER 1-91689.  SET IN THE TOP OF THE CONCRETE HEADWALL.
 AG0139'SECTION 21, T30S, R16E.
 AG0139
 AG0139                          STATION RECOVERY (2008)
 AG0139
 AG0139'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0139'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0140 ***********************************************************************
 AG0140  DESIGNATION -  276
 AG0140  PID         -  AG0140
 AG0140  STATE/COUNTY-  FL/PINELLAS
 AG0140  COUNTRY     -  US
 AG0140  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0140
 AG0140                         *CURRENT SURVEY CONTROL
 AG0140  ______________________________________________________________________
 AG0140* NAD 83(1986) POSITION- 27 51 43.     (N) 082 41 59.     (W)   SCALED
 AG0140* NAVD 88 ORTHO HEIGHT -    11.906 (meters)       39.06  (feet) ADJUSTED
 AG0140  ______________________________________________________________________
 AG0140  GEOID HEIGHT    -        -24.582 (meters)                     GEOID18
 AG0140  DYNAMIC HEIGHT  -         11.888 (meters)       39.00  (feet) COMP
 AG0140  MODELED GRAVITY -    979,182.1   (mgal)                       NAVD 88
 AG0140
 AG0140  VERT ORDER      -  SECOND    CLASS II
 AG0140
 AG0140.The horizontal coordinates were scaled from a map and have
 AG0140.an estimated accuracy of +/- 6 seconds.
 AG0140
 AG0140.The orthometric height was determined by differential leveling and
 AG0140.adjusted by the NATIONAL GEODETIC SURVEY
 AG0140.in June 1991.
 AG0140
 AG0140.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0140.GEOID18 height accuracy estimate available here.
 AG0140
 AG0140.Click photographs - Photos may exist for this station.
 AG0140
 AG0140.The dynamic height is computed by dividing the NAVD 88
 AG0140.geopotential number by the normal gravity value computed on the
 AG0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0140.degrees latitude (g = 980.6199 gals.).
 AG0140
 AG0140.The modeled gravity was interpolated from observed gravity values.
 AG0140
 AG0140;                    North         East    Units  Estimated Accuracy
 AG0140;SPC FL W     -   391,110.      131,090.      MT  (+/- 180 meters Scaled)
 AG0140
 AG0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326830(NAD 83)
 AG0140
 AG0140                          SUPERSEDED SURVEY CONTROL
 AG0140
 AG0140  NGVD 29 (??/??/92)   12.169  (m)           39.92   (f) ADJ UNCH    2 2
 AG0140
 AG0140.Superseded values are not recommended for survey control.
 AG0140
 AG0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0140.See file dsdata.pdf to determine how the superseded data were derived.
 AG0140
 AG0140_MARKER: DD = SURVEY DISK
 AG0140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0140_SP_SET: OVERPASS HANDRAIL
 AG0140_STAMPING: 276
 AG0140_MARK LOGO: FLHD
 AG0140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0140+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 AG0140
 AG0140  HISTORY     - Date     Condition        Report By
 AG0140  HISTORY     - UNK      MONUMENTED       FLHD
 AG0140  HISTORY     - 1976     GOOD             FLDT
 AG0140  HISTORY     - 20030308 GOOD             USPSQD
 AG0140
 AG0140                          STATION DESCRIPTION
 AG0140
 AG0140'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0140'AT PINELLAS PARK.
 AG0140'THE STATION IS AT THE INTERSECTION OF U.S. HWY. 19 AND 49TH ST. (SR
 AG0140'691).  22.5 FT. N.W. OF THE S.E. CORNER OF THE SOUTHBOUND
 AG0140'OVERPASS HANDRAIL.  SET IN THE TOP OF THE CONCRETE HANDRAIL.
 AG0140'SECTION 21, T30S, R16E.
 AG0140
 AG0140                          STATION RECOVERY (2003)
 AG0140
 AG0140'RECOVERY NOTE BY US POWER SQUADRON 2003 (JA)
 AG0140'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6307 ***********************************************************************
 AD6307  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6307  DESIGNATION -  2764
 AD6307  PID         -  AD6307
 AD6307  STATE/COUNTY-  FL/COLLIER
 AD6307  COUNTRY     -  US
 AD6307  USGS QUAD   -  BONITA SPRINGS (2018)
 AD6307
 AD6307                         *CURRENT SURVEY CONTROL
 AD6307  ______________________________________________________________________
 AD6307* NAD 83(1986) POSITION- 26 16 20.6    (N) 081 49 24.5    (W)   HD_HELD2
 AD6307* NAVD 88 ORTHO HEIGHT -     8.002 (meters)       26.25  (feet) ADJUSTED
 AD6307  ______________________________________________________________________
 AD6307  GEOID HEIGHT    -        -23.736 (meters)                     GEOID18
 AD6307  DYNAMIC HEIGHT  -          7.989 (meters)       26.21  (feet) COMP
 AD6307  MODELED GRAVITY -    979,050.9   (mgal)                       NAVD 88
 AD6307
 AD6307  VERT ORDER      -  FIRST     CLASS II
 AD6307
 AD6307.The horizontal coordinates were established by autonomous hand held GPS
 AD6307.observations and have an estimated accuracy of +/- 10 meters.
 AD6307
 AD6307.The orthometric height was determined by differential leveling and
 AD6307.adjusted by the NATIONAL GEODETIC SURVEY
 AD6307.in May 2013.
 AD6307
 AD6307.No vertical observational check was made to the station.
 AD6307
 AD6307.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6307.GEOID18 height accuracy estimate available here.
 AD6307
 AD6307.This Tidal Bench Mark is designated as VM 7845
 AD6307.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6307
 AD6307.Click photographs - Photos may exist for this station.
 AD6307
 AD6307.The dynamic height is computed by dividing the NAVD 88
 AD6307.geopotential number by the normal gravity value computed on the
 AD6307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6307.degrees latitude (g = 980.6199 gals.).
 AD6307
 AD6307.The modeled gravity was interpolated from observed gravity values.
 AD6307
 AD6307;                    North         East    Units  Estimated Accuracy
 AD6307;SPC FL E     -   215,053.      117,750.      MT  (+/- 10 meters HH2 GPS)
 AD6307
 AD6307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1777806111(NAD 83)
 AD6307
 AD6307                          SUPERSEDED SURVEY CONTROL
 AD6307
 AD6307  NAVD 88 (06/15/91)    8.003  (m)           26.26   (f) SUPERSEDED  2 1
 AD6307  NGVD 29 (09/01/92)    8.379  (m)           27.49   (f) ADJUSTED    2 1
 AD6307
 AD6307.Superseded values are not recommended for survey control.
 AD6307
 AD6307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6307.See file dsdata.pdf to determine how the superseded data were derived.
 AD6307
 AD6307_MARKER: DD = SURVEY DISK
 AD6307_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6307_SP_SET: BRIDGE RAIL
 AD6307_STAMPING: 2764
 AD6307_MARK LOGO: FLSRD
 AD6307_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6307+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AD6307
 AD6307  HISTORY     - Date     Condition        Report By
 AD6307  HISTORY     - UNK      MONUMENTED       FLHD
 AD6307  HISTORY     - 1984     GOOD             FLDNR
 AD6307  HISTORY     - 1990     GOOD             USPSQD
 AD6307  HISTORY     - 19991231 GOOD             USPSQD
 AD6307  HISTORY     - 20080806 GOOD             FLDEP
 AD6307  HISTORY     - 20110923 GOOD             GEOCAC
 AD6307  HISTORY     - 20120620 GOOD             FLDEP
 AD6307
 AD6307                          STATION DESCRIPTION
 AD6307
 AD6307'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6307'1.35 MI WEST FROM NAPLES PARK.
 AD6307'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6307'1.35 MILES WEST ON C 846 TO THE BRIDGE OVER WATER TURKEY BAY.  THE
 AD6307'MARK IS SET IN THE TOP OF THE BRIDGE RAILING AT THE NORTHEAST CORNER
 AD6307'OF THE BRIDGE, 19.6 FEET NORTH OF THE CENTERLINE OF THE ROAD.
 AD6307'THE MARK IS 3 FT ABOVE ROAD.
 AD6307
 AD6307                          STATION RECOVERY (1990)
 AD6307
 AD6307'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6307'RECOVERED IN GOOD CONDITION.
 AD6307
 AD6307                          STATION RECOVERY (1999)
 AD6307
 AD6307'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD6307'RECOVERED IN GOOD CONDITION.
 AD6307
 AD6307                          STATION RECOVERY (2008)
 AD6307
 AD6307'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6307'RECOVERED AS DESCRIBED.
 AD6307
 AD6307                          STATION RECOVERY (2011)
 AD6307
 AD6307'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AD6307'RECOVERED IN GOOD CONDITION.
 AD6307
 AD6307                          STATION RECOVERY (2012)
 AD6307
 AD6307'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (MAH)
 AD6307'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0141 ***********************************************************************
 AG0141  DESIGNATION -  277
 AG0141  PID         -  AG0141
 AG0141  STATE/COUNTY-  FL/PINELLAS
 AG0141  COUNTRY     -  US
 AG0141  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0141
 AG0141                         *CURRENT SURVEY CONTROL
 AG0141  ______________________________________________________________________
 AG0141* NAD 83(1986) POSITION- 27 51 43.     (N) 082 41 59.     (W)   SCALED
 AG0141* NAVD 88 ORTHO HEIGHT -    11.801 (meters)       38.72  (feet) ADJUSTED
 AG0141  ______________________________________________________________________
 AG0141  GEOID HEIGHT    -        -24.582 (meters)                     GEOID18
 AG0141  DYNAMIC HEIGHT  -         11.784 (meters)       38.66  (feet) COMP
 AG0141  MODELED GRAVITY -    979,182.1   (mgal)                       NAVD 88
 AG0141
 AG0141  VERT ORDER      -  SECOND    CLASS II
 AG0141
 AG0141.The horizontal coordinates were scaled from a map and have
 AG0141.an estimated accuracy of +/- 6 seconds.
 AG0141
 AG0141.The orthometric height was determined by differential leveling and
 AG0141.adjusted by the NATIONAL GEODETIC SURVEY
 AG0141.in June 1991.
 AG0141
 AG0141.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0141.GEOID18 height accuracy estimate available here.
 AG0141
 AG0141.Click photographs - Photos may exist for this station.
 AG0141
 AG0141.The dynamic height is computed by dividing the NAVD 88
 AG0141.geopotential number by the normal gravity value computed on the
 AG0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0141.degrees latitude (g = 980.6199 gals.).
 AG0141
 AG0141.The modeled gravity was interpolated from observed gravity values.
 AG0141
 AG0141;                    North         East    Units  Estimated Accuracy
 AG0141;SPC FL W     -   391,110.      131,090.      MT  (+/- 180 meters Scaled)
 AG0141
 AG0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326830(NAD 83)
 AG0141
 AG0141                          SUPERSEDED SURVEY CONTROL
 AG0141
 AG0141  NGVD 29 (??/??/92)   12.064  (m)           39.58   (f) ADJ UNCH    2 2
 AG0141
 AG0141.Superseded values are not recommended for survey control.
 AG0141
 AG0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0141.See file dsdata.pdf to determine how the superseded data were derived.
 AG0141
 AG0141_MARKER: DD = SURVEY DISK
 AG0141_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0141_SP_SET: OVERPASS HANDRAIL
 AG0141_STAMPING: 277
 AG0141_MARK LOGO: FLHD
 AG0141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0141+STABILITY: SURFACE MOTION
 AG0141
 AG0141  HISTORY     - Date     Condition        Report By
 AG0141  HISTORY     - UNK      MONUMENTED       FLHD
 AG0141  HISTORY     - 1976     GOOD             FLDT
 AG0141
 AG0141                          STATION DESCRIPTION
 AG0141
 AG0141'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0141'AT PINELLAS PARK.
 AG0141'THE STATION IS AT THE INTERSECTION OF U.S. HWY. 19 AND 49TH
 AG0141'ST. (SR 691).  19.8 FT. S.E. OF THE N.W. CORNER OF THE SOUTH
 AG0141'BOUND OVERPASS HANDRAIL.  SET IN THE TOP OF THE CONCRETE
 AG0141'HANDRAIL.  SECTION 21, T30S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0143 ***********************************************************************
 AG0143  DESIGNATION -  279
 AG0143  PID         -  AG0143
 AG0143  STATE/COUNTY-  FL/PINELLAS
 AG0143  COUNTRY     -  US
 AG0143  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0143
 AG0143                         *CURRENT SURVEY CONTROL
 AG0143  ______________________________________________________________________
 AG0143* NAD 83(1986) POSITION- 27 51 25.     (N) 082 41 47.     (W)   SCALED
 AG0143* NAVD 88 ORTHO HEIGHT -     4.344 (meters)       14.25  (feet) ADJUSTED
 AG0143  ______________________________________________________________________
 AG0143  GEOID HEIGHT    -        -24.577 (meters)                     GEOID18
 AG0143  DYNAMIC HEIGHT  -          4.337 (meters)       14.23  (feet) COMP
 AG0143  MODELED GRAVITY -    979,181.7   (mgal)                       NAVD 88
 AG0143
 AG0143  VERT ORDER      -  SECOND    CLASS II
 AG0143
 AG0143.The horizontal coordinates were scaled from a map and have
 AG0143.an estimated accuracy of +/- 6 seconds.
 AG0143
 AG0143.The orthometric height was determined by differential leveling and
 AG0143.adjusted by the NATIONAL GEODETIC SURVEY
 AG0143.in June 1991.
 AG0143
 AG0143.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0143.GEOID18 height accuracy estimate available here.
 AG0143
 AG0143.Click photographs - Photos may exist for this station.
 AG0143
 AG0143.The dynamic height is computed by dividing the NAVD 88
 AG0143.geopotential number by the normal gravity value computed on the
 AG0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0143.degrees latitude (g = 980.6199 gals.).
 AG0143
 AG0143.The modeled gravity was interpolated from observed gravity values.
 AG0143
 AG0143;                    North         East    Units  Estimated Accuracy
 AG0143;SPC FL W     -   390,550.      131,420.      MT  (+/- 180 meters Scaled)
 AG0143
 AG0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL329825(NAD 83)
 AG0143
 AG0143                          SUPERSEDED SURVEY CONTROL
 AG0143
 AG0143  NGVD 29 (??/??/92)    4.606  (m)           15.11   (f) ADJ UNCH    2 2
 AG0143
 AG0143.Superseded values are not recommended for survey control.
 AG0143
 AG0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0143.See file dsdata.pdf to determine how the superseded data were derived.
 AG0143
 AG0143_MARKER: DD = SURVEY DISK
 AG0143_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0143_SP_SET: CULVERT HEADWALL
 AG0143_STAMPING: 279
 AG0143_MARK LOGO: FLHD
 AG0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0143+STABILITY: SURFACE MOTION
 AG0143
 AG0143  HISTORY     - Date     Condition        Report By
 AG0143  HISTORY     - UNK      MONUMENTED       FLHD
 AG0143  HISTORY     - 1976     GOOD             FLDT
 AG0143
 AG0143                          STATION DESCRIPTION
 AG0143
 AG0143'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0143'AT PINELLAS PARK.
 AG0143'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0143'49TH ST. (SR 691).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 0.4 MILE.
 AG0143'STATION ON LEFT, 59.0 FT. N.E. OF THE CENTERLINE OF U.S. HWY.
 AG0143'19, 36.0 FT. S.W. OF POWER POLE, NUMBER 1-82915 129.5 FT. N.W.
 AG0143'OF LIGHT POLE, NUMBER 1-90920.  SET IN THE TOP OF THE CONCRETE
 AG0143'HEADWALL.  SECTION 21, T 30, R 16.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7699 ***********************************************************************
 AG7699  DESIGNATION -  279
 AG7699  PID         -  AG7699
 AG7699  STATE/COUNTY-  FL/MANATEE
 AG7699  COUNTRY     -  US
 AG7699  USGS QUAD   -  LORRAINE (2018)
 AG7699
 AG7699                         *CURRENT SURVEY CONTROL
 AG7699  ______________________________________________________________________
 AG7699* NAD 83(1986) POSITION- 27 26 46.     (N) 082 29 27.     (W)   SCALED
 AG7699* NAVD 88 ORTHO HEIGHT -     3.409 (meters)       11.18  (feet) ADJUSTED
 AG7699  ______________________________________________________________________
 AG7699  GEOID HEIGHT    -        -24.540 (meters)                     GEOID18
 AG7699  DYNAMIC HEIGHT  -          3.404 (meters)       11.17  (feet) COMP
 AG7699  MODELED GRAVITY -    979,134.8   (mgal)                       NAVD 88
 AG7699
 AG7699  VERT ORDER      -  SECOND    CLASS I
 AG7699
 AG7699.The horizontal coordinates were scaled from a map and have
 AG7699.an estimated accuracy of +/- 6 seconds.
 AG7699
 AG7699.The orthometric height was determined by differential leveling and
 AG7699.adjusted by the NATIONAL GEODETIC SURVEY
 AG7699.in June 1991.
 AG7699
 AG7699.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7699.GEOID18 height accuracy estimate available here.
 AG7699
 AG7699.Click photographs - Photos may exist for this station.
 AG7699
 AG7699.The dynamic height is computed by dividing the NAVD 88
 AG7699.geopotential number by the normal gravity value computed on the
 AG7699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7699.degrees latitude (g = 980.6199 gals.).
 AG7699
 AG7699.The modeled gravity was interpolated from observed gravity values.
 AG7699
 AG7699;                    North         East    Units  Estimated Accuracy
 AG7699;SPC FL W     -   344,930.      151,480.      MT  (+/- 180 meters Scaled)
 AG7699
 AG7699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL526367(NAD 83)
 AG7699
 AG7699                          SUPERSEDED SURVEY CONTROL
 AG7699
 AG7699.No superseded survey control is available for this station.
 AG7699
 AG7699_MARKER: DD = SURVEY DISK
 AG7699_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7699_SP_SET: CONCRETE GUARDRAIL
 AG7699_STAMPING: 279
 AG7699_MARK LOGO: FLDT
 AG7699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7699
 AG7699  HISTORY     - Date     Condition        Report By
 AG7699  HISTORY     - UNK      MONUMENTED       FLDT
 AG7699  HISTORY     - 1983     GOOD             FLDNR
 AG7699  HISTORY     - 1984     GOOD             FLDT
 AG7699  HISTORY     - 20090115 MARK NOT FOUND   FL-081
 AG7699
 AG7699                          STATION DESCRIPTION
 AG7699
 AG7699'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7699'3.45 MI EAST FROM ONECO.
 AG7699'BEGIN AT THE JUNCTION OF STATE HIGHWAY 70 WITH U.S. HIGHWAY 301, GO
 AG7699'3.45 MILES EAST ON STATE HIGHWAY 70 TO THE BRIDGE OVER THE BRADEN
 AG7699'RIVER AND THE MARK.  THE MARK IS SET IN THE BRIDGE ABUTMENT AT THE
 AG7699'NORTHEAST CORNER OF THE BRIDGE, 17.5 FEET NORTH OF THE CENTERLINE OF
 AG7699'THE HIGHWAY.
 AG7699'THE MARK IS ABOVE LEVEL WITH ROAD.
 AG7699
 AG7699                          STATION RECOVERY (1984)
 AG7699
 AG7699'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1984
 AG7699'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  FROM THE
 AG7699'INTERSECTION OF INTERSTATE ROUTE 75 AND STATE ROAD 70, ABOUT 8.0
 AG7699'MILES SOUTHEAST OF BRADENTON, GO WEST ON STATE ROAD 70 FOR 1.95 MILES
 AG7699'TO THE EAST END OF BRADEN RIVER BRIDGE AND THE MARK.  IT IS 15.0 FEET
 AG7699'NORTH OF THE CENTER OF STATE ROAD 70, 1.5 FEET SOUTH OF THE NORTH
 AG7699'EDGE OF THE CONCRETE GUARDRAIL AND 1.0 FOOT NORTHEAST OF THE
 AG7699'NORTHEAST CORNER OF THE BRIDGE.
 AG7699
 AG7699                          STATION RECOVERY (2009)
 AG7699
 AG7699'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (AG)
 AG7699'NO EVIDENCE OF ORIGINAL REFERENCE ITEMS REMAIN.  STATE ROAD 70 UNDER
 AG7699'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0026 ***********************************************************************
 AS0026  DESIGNATION -  28
 AS0026  PID         -  AS0026
 AS0026  STATE/COUNTY-  FL/GULF
 AS0026  COUNTRY     -  US
 AS0026  USGS QUAD   -  BEACON HILL (2018)
 AS0026
 AS0026                         *CURRENT SURVEY CONTROL
 AS0026  ______________________________________________________________________
 AS0026* NAD 83(1986) POSITION- 29 55 13.     (N) 085 23 01.     (W)   SCALED
 AS0026* NAVD 88 ORTHO HEIGHT -     3.878 (meters)       12.72  (feet) ADJUSTED
 AS0026  ______________________________________________________________________
 AS0026  GEOID HEIGHT    -        -27.428 (meters)                     GEOID18
 AS0026  DYNAMIC HEIGHT  -          3.872 (meters)       12.70  (feet) COMP
 AS0026  MODELED GRAVITY -    979,309.2   (mgal)                       NAVD 88
 AS0026
 AS0026  VERT ORDER      -  SECOND    CLASS I
 AS0026
 AS0026.The horizontal coordinates were scaled from a map and have
 AS0026.an estimated accuracy of +/- 6 seconds.
 AS0026
 AS0026.The orthometric height was determined by differential leveling and
 AS0026.adjusted by the NATIONAL GEODETIC SURVEY
 AS0026.in June 1991.
 AS0026
 AS0026.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0026.GEOID18 height accuracy estimate available here.
 AS0026
 AS0026.Click photographs - Photos may exist for this station.
 AS0026
 AS0026.The dynamic height is computed by dividing the NAVD 88
 AS0026.geopotential number by the normal gravity value computed on the
 AS0026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0026.degrees latitude (g = 980.6199 gals.).
 AS0026
 AS0026.The modeled gravity was interpolated from observed gravity values.
 AS0026
 AS0026;                    North         East    Units  Estimated Accuracy
 AS0026;SPC FL N     -   102,340.      514,680.      MT  (+/- 180 meters Scaled)
 AS0026
 AS0026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU560110(NAD 83)
 AS0026
 AS0026                          SUPERSEDED SURVEY CONTROL
 AS0026
 AS0026  NGVD 29 (??/??/92)    4.010  (m)           13.16   (f) ADJ UNCH    2 1
 AS0026
 AS0026.Superseded values are not recommended for survey control.
 AS0026
 AS0026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0026.See file dsdata.pdf to determine how the superseded data were derived.
 AS0026
 AS0026_MARKER: DD = SURVEY DISK
 AS0026_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0026_SP_SET: CULVERT HEADWALL
 AS0026_STAMPING: 28 1933
 AS0026_MARK LOGO: USACE
 AS0026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0026+STABILITY: SURFACE MOTION
 AS0026
 AS0026  HISTORY     - Date     Condition        Report By
 AS0026  HISTORY     - 1933     MONUMENTED       USACE
 AS0026  HISTORY     - 1976     GOOD             NGS
 AS0026  HISTORY     - 1985     GOOD             USPSQD
 AS0026  HISTORY     - 1985     GOOD             USPSQD
 AS0026  HISTORY     - 1985     GOOD             FLDNR
 AS0026  HISTORY     - 1987     GOOD             USPSQD
 AS0026  HISTORY     - 1989     GOOD             USPSQD
 AS0026  HISTORY     - 1990     GOOD             USPSQD
 AS0026  HISTORY     - 19910621 GOOD             USPSQD
 AS0026  HISTORY     - 19940901 GOOD             USPSQD
 AS0026  HISTORY     - 19990420 GOOD             USPSQD
 AS0026
 AS0026                          STATION DESCRIPTION
 AS0026
 AS0026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AS0026'AT MEXICO BEACH.
 AS0026'ABOUT 0.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE BAY-GULF
 AS0026'COUNTY LINE AT THE JUNCTION OF STATE ROUTE 386 IN MEXICO BEACH,
 AS0026'24.5 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 98, 100 FEET
 AS0026'NORTHWEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE AND A DISK
 AS0026'CEMENTED IN A DRILL HOLE ON THE NORTHEAST HEADWALL OF A 36-INCH
 AS0026'CONCRETE PIPE CULVERT.
 AS0026
 AS0026                          STATION RECOVERY (1985)
 AS0026
 AS0026'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0026'MARK HAS BEEN PAINTED WITH YELLOW PAINT.
 AS0026
 AS0026                          STATION RECOVERY (1985)
 AS0026
 AS0026'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0026'MARK HAS BEEN PAINTED WITH YELLOW PAINT.
 AS0026
 AS0026                          STATION RECOVERY (1985)
 AS0026
 AS0026'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AS0026'RECOVERED IN GOOD CONDITION.
 AS0026
 AS0026                          STATION RECOVERY (1987)
 AS0026
 AS0026'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 AS0026'RECOVERED IN GOOD CONDITION.
 AS0026
 AS0026                          STATION RECOVERY (1989)
 AS0026
 AS0026'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0026'RECOVERED IN GOOD CONDITION.
 AS0026
 AS0026                          STATION RECOVERY (1990)
 AS0026
 AS0026'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0026'RECOVERED IN GOOD CONDITION.
 AS0026
 AS0026                          STATION RECOVERY (1991)
 AS0026
 AS0026'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0026'RECOVERED IN GOOD CONDITION.
 AS0026
 AS0026                          STATION RECOVERY (1994)
 AS0026
 AS0026'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0026'RECOVERED IN GOOD CONDITION.
 AS0026
 AS0026                          STATION RECOVERY (1999)
 AS0026
 AS0026'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1315 ***********************************************************************
 AQ1315  DESIGNATION -  28 A
 AQ1315  PID         -  AQ1315
 AQ1315  STATE/COUNTY-  FL/VOLUSIA
 AQ1315  COUNTRY     -  US
 AQ1315  USGS QUAD   -  SAMSULA (2018)
 AQ1315
 AQ1315                         *CURRENT SURVEY CONTROL
 AQ1315  ______________________________________________________________________
 AQ1315* NAD 83(1986) POSITION- 29 05 31.     (N) 081 01 16.     (W)   SCALED
 AQ1315* NAVD 88 ORTHO HEIGHT -     5.606 (meters)       18.39  (feet) ADJUSTED
 AQ1315  ______________________________________________________________________
 AQ1315  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 AQ1315  DYNAMIC HEIGHT  -          5.598 (meters)       18.37  (feet) COMP
 AQ1315  MODELED GRAVITY -    979,258.6   (mgal)                       NAVD 88
 AQ1315
 AQ1315  VERT ORDER      -  SECOND    CLASS 0
 AQ1315
 AQ1315.The horizontal coordinates were scaled from a map and have
 AQ1315.an estimated accuracy of +/- 6 seconds.
 AQ1315
 AQ1315.The orthometric height was determined by differential leveling and
 AQ1315.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1315.in June 1991.
 AQ1315
 AQ1315.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1315.GEOID18 height accuracy estimate available here.
 AQ1315
 AQ1315.Click photographs - Photos may exist for this station.
 AQ1315
 AQ1315.The dynamic height is computed by dividing the NAVD 88
 AQ1315.geopotential number by the normal gravity value computed on the
 AQ1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1315.degrees latitude (g = 980.6199 gals.).
 AQ1315
 AQ1315.The modeled gravity was interpolated from observed gravity values.
 AQ1315
 AQ1315;                    North         East    Units  Estimated Accuracy
 AQ1315;SPC FL E     -   527,220.      197,950.      MT  (+/- 180 meters Scaled)
 AQ1315
 AQ1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN979181(NAD 83)
 AQ1315
 AQ1315                          SUPERSEDED SURVEY CONTROL
 AQ1315
 AQ1315  NGVD 29 (??/??/92)    5.952  (m)           19.53   (f) ADJ UNCH    2 0
 AQ1315
 AQ1315.Superseded values are not recommended for survey control.
 AQ1315
 AQ1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1315.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1315
 AQ1315_MARKER: DB = BENCH MARK DISK
 AQ1315_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1315_SP_SET: BRIDGE
 AQ1315_STAMPING: 28A 1937
 AQ1315_MARK LOGO: FLSRD
 AQ1315_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1315
 AQ1315  HISTORY     - Date     Condition        Report By
 AQ1315  HISTORY     - 1937     MONUMENTED       FLSRD
 AQ1315  HISTORY     - 1972     GOOD             FLDT
 AQ1315  HISTORY     - 1984     GOOD             USPSQD
 AQ1315  HISTORY     - 1987     GOOD             USPSQD
 AQ1315  HISTORY     - 1990     GOOD             USPSQD
 AQ1315
 AQ1315                          STATION DESCRIPTION
 AQ1315
 AQ1315'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1315'9.9 MI NW FROM NEW SMYRNA.
 AQ1315'FROM THE INTERSECTION OF SR 44 WITH U.S. 1 IN NEW SMYRNA PROCEED
 AQ1315'WEST ON SR 44 FOR 4.0 MILES TO INTERSECTION WITH I-95, THEN
 AQ1315'NORTH ON I-95 FOR 5.8 MILES TO NORTH END OF I-95 BRIDGE OVER
 AQ1315'SPRUCE CREEK AND BENCH MARK, WHICH IS A STATE ROAD DEPARTMENT
 AQ1315'BRASS DISK PRESET FLUSH IN THE NE CORNER OF I-95 NORTHBOUND LANE
 AQ1315'CONCRETE BRIDGE GUARDRAIL OVER SPRUCE CREEK.  IT IS 0.5 FOOT SE
 AQ1315'OF THE NE CORNER OF CONCRETE BRIDGE GUARDRAIL AND 22.6 FEET NE
 AQ1315'OF CENTERLINE OF I-95 NORTHBOUND LANE.  SECTION 29, T16S, R33E.
 AQ1315
 AQ1315                          STATION RECOVERY (1984)
 AQ1315
 AQ1315'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1315'RECOVERED IN GOOD CONDITION.
 AQ1315
 AQ1315                          STATION RECOVERY (1987)
 AQ1315
 AQ1315'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AQ1315'RECOVERED IN GOOD CONDITION.
 AQ1315
 AQ1315                          STATION RECOVERY (1990)
 AQ1315
 AQ1315'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1315'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI6984 ***********************************************************************
 AI6984  DESIGNATION -  28 CMP
 AI6984  PID         -  AI6984
 AI6984  STATE/COUNTY-  FL/PUTNAM
 AI6984  COUNTRY     -  US
 AI6984  USGS QUAD   -  CRESCENT CITY (2018)
 AI6984
 AI6984                         *CURRENT SURVEY CONTROL
 AI6984  ______________________________________________________________________
 AI6984* NAD 83(1986) POSITION- 29 26 27.     (N) 081 32 10.     (W)   SCALED
 AI6984* NAVD 88 ORTHO HEIGHT -    22.035 (meters)       72.29  (feet) ADJUSTED
 AI6984  ______________________________________________________________________
 AI6984  GEOID HEIGHT    -        -28.487 (meters)                     GEOID18
 AI6984  DYNAMIC HEIGHT  -         22.005 (meters)       72.19  (feet) COMP
 AI6984  MODELED GRAVITY -    979,273.7   (mgal)                       NAVD 88
 AI6984
 AI6984  VERT ORDER      -  SECOND    CLASS I
 AI6984
 AI6984.The horizontal coordinates were scaled from a map and have
 AI6984.an estimated accuracy of +/- 6 seconds.
 AI6984
 AI6984.The orthometric height was determined by differential leveling and
 AI6984.adjusted by the NATIONAL GEODETIC SURVEY
 AI6984.in April 2001.
 AI6984
 AI6984.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6984.GEOID18 height accuracy estimate available here.
 AI6984
 AI6984.Click photographs - Photos may exist for this station.
 AI6984
 AI6984.The dynamic height is computed by dividing the NAVD 88
 AI6984.geopotential number by the normal gravity value computed on the
 AI6984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6984.degrees latitude (g = 980.6199 gals.).
 AI6984
 AI6984.The modeled gravity was interpolated from observed gravity values.
 AI6984
 AI6984;                    North         East    Units  Estimated Accuracy
 AI6984;SPC FL E     -   566,010.      147,990.      MT  (+/- 180 meters Scaled)
 AI6984
 AI6984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN480569(NAD 83)
 AI6984
 AI6984                          SUPERSEDED SURVEY CONTROL
 AI6984
 AI6984.No superseded survey control is available for this station.
 AI6984
 AI6984_MARKER: DB = BENCH MARK DISK
 AI6984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6984_STAMPING: 28 CMP 1969
 AI6984_MARK LOGO: USGS
 AI6984_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6984+STABILITY: SURFACE MOTION
 AI6984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6984+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1993
 AI6984
 AI6984  HISTORY     - Date     Condition        Report By
 AI6984  HISTORY     - 1969     MONUMENTED       USGS
 AI6984  HISTORY     - 19930914 GOOD             FLDEP
 AI6984
 AI6984                          STATION DESCRIPTION
 AI6984
 AI6984'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6984'THE MARK IS LOCATED ABOUT 1.55 MI (2.49 KM) WEST OF CRESCENT CITY,
 AI6984'6.55 MI (10.54 KM) EAST OF FRUITLAND IN SECTION 23, T 12 S, R 27 E. TO
 AI6984'REACH THE MARK FROM THE JUNCTION OF COUNTY ROADS C-309 AND C-308 EAST,
 AI6984'GO NORTHEAST ON COUNTY ROAD C-308 FOR 6.55 MI (10.54 KM) TO THE MARK
 AI6984'ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT. LOCATED
 AI6984'BETWEEN TWO POWER POLES, 30.0 FT (9.1 M) NORTH OF THE CENTERLINE OF
 AI6984'COUNTY ROAD 308, 26.0 FT (7.9 M) WEST OF THE CENTERLINE OF UNION
 AI6984'AVENUE AND 1.0 FT (0.3 M) WEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1314 ***********************************************************************
 AQ1314  DESIGNATION -  28 D
 AQ1314  PID         -  AQ1314
 AQ1314  STATE/COUNTY-  FL/VOLUSIA
 AQ1314  COUNTRY     -  US
 AQ1314  USGS QUAD   -  SAMSULA (2018)
 AQ1314
 AQ1314                         *CURRENT SURVEY CONTROL
 AQ1314  ______________________________________________________________________
 AQ1314* NAD 83(1986) POSITION- 29 05 31.     (N) 081 01 20.     (W)   SCALED
 AQ1314* NAVD 88 ORTHO HEIGHT -     5.599 (meters)       18.37  (feet) ADJUSTED
 AQ1314  ______________________________________________________________________
 AQ1314  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 AQ1314  DYNAMIC HEIGHT  -          5.591 (meters)       18.34  (feet) COMP
 AQ1314  MODELED GRAVITY -    979,258.7   (mgal)                       NAVD 88
 AQ1314
 AQ1314  VERT ORDER      -  SECOND    CLASS 0
 AQ1314
 AQ1314.The horizontal coordinates were scaled from a map and have
 AQ1314.an estimated accuracy of +/- 6 seconds.
 AQ1314
 AQ1314.The orthometric height was determined by differential leveling and
 AQ1314.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1314.in June 1991.
 AQ1314
 AQ1314.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1314.GEOID18 height accuracy estimate available here.
 AQ1314
 AQ1314.Click photographs - Photos may exist for this station.
 AQ1314
 AQ1314.The dynamic height is computed by dividing the NAVD 88
 AQ1314.geopotential number by the normal gravity value computed on the
 AQ1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1314.degrees latitude (g = 980.6199 gals.).
 AQ1314
 AQ1314.The modeled gravity was interpolated from observed gravity values.
 AQ1314
 AQ1314;                    North         East    Units  Estimated Accuracy
 AQ1314;SPC FL E     -   527,220.      197,840.      MT  (+/- 180 meters Scaled)
 AQ1314
 AQ1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN978181(NAD 83)
 AQ1314
 AQ1314                          SUPERSEDED SURVEY CONTROL
 AQ1314
 AQ1314  NGVD 29 (??/??/92)    5.945  (m)           19.50   (f) ADJ UNCH    2 0
 AQ1314
 AQ1314.Superseded values are not recommended for survey control.
 AQ1314
 AQ1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1314.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1314
 AQ1314_MARKER: DD = SURVEY DISK
 AQ1314_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1314_SP_SET: BRIDGE
 AQ1314_STAMPING: 28D 1935
 AQ1314_MARK LOGO: FLSRD
 AQ1314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1314
 AQ1314  HISTORY     - Date     Condition        Report By
 AQ1314  HISTORY     - 1935     MONUMENTED       FLSRD
 AQ1314  HISTORY     - 1972     GOOD             FLDT
 AQ1314  HISTORY     - 1984     GOOD             USPSQD
 AQ1314  HISTORY     - 1987     GOOD             USPSQD
 AQ1314  HISTORY     - 1990     GOOD             USPSQD
 AQ1314
 AQ1314                          STATION DESCRIPTION
 AQ1314
 AQ1314'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1314'9.9 MI NW FROM NEW SMYRNA.
 AQ1314'FROM THE INTERSECTION OF SR 44 WITH U.S. 1 IN NEW SMYRNA PROCEED
 AQ1314'WEST ON SR 44 FOR 4.0 MILES TO INTERSECTION WITH I-95, THEN
 AQ1314'NORTH ON I-95 FOR 5.8 MILES TO NORTH END OF I-95 BRIDGE OVER
 AQ1314'SPRUCE CREEK AND BENCH MARK, WHICH IS A STATE ROAD DEPARTMENT
 AQ1314'BRASS DISK PRESET FLUSH IN THE NW CORNER OF I-95 SOUTHBOUND LANE
 AQ1314'CONCRETE BRIDGE GUARDRAIL OVER SPRUCE CREEK.  IT IS 0.4 FOOT
 AQ1314'SE OF THE NW CORNER OF CONCRETE BRIDGE GUARDRAIL AND 22.6 FEET
 AQ1314'SW OF CENTERLINE I-95 SOUTHBOUND LANE.  SECTION 29, T16S, R33E.
 AQ1314
 AQ1314                          STATION RECOVERY (1984)
 AQ1314
 AQ1314'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1314'RECOVERED IN GOOD CONDITION.
 AQ1314
 AQ1314                          STATION RECOVERY (1987)
 AQ1314
 AQ1314'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AQ1314'RECOVERED IN GOOD CONDITION.
 AQ1314
 AQ1314                          STATION RECOVERY (1990)
 AQ1314
 AQ1314'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1314'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI3691 ***********************************************************************
 DI3691  DESIGNATION -  28 ES
 DI3691  PID         -  DI3691
 DI3691  STATE/COUNTY-  FL/PASCO
 DI3691  COUNTRY     -  US
 DI3691  USGS QUAD   -  BRANCHBOROUGH (2018)
 DI3691
 DI3691                         *CURRENT SURVEY CONTROL
 DI3691  ______________________________________________________________________
 DI3691* NAD 83(1986) POSITION- 28 20 52.45   (N) 082 05 38.94   (W)   HD_HELD1
 DI3691* NAVD 88 ORTHO HEIGHT -    26.386 (meters)       86.57  (feet) ADJUSTED
 DI3691  ______________________________________________________________________
 DI3691  GEOID HEIGHT    -        -26.589 (meters)                     GEOID18
 DI3691  DYNAMIC HEIGHT  -         26.348 (meters)       86.44  (feet) COMP
 DI3691  MODELED GRAVITY -    979,186.9   (mgal)                       NAVD 88
 DI3691
 DI3691  VERT ORDER      -  SECOND    CLASS I
 DI3691
 DI3691.The horizontal coordinates were determined by differentially corrected
 DI3691.hand held GPS observations or other comparable positioning techniques
 DI3691.and have an estimated accuracy of +/- 3 meters.
 DI3691
 DI3691.The orthometric height was determined by differential leveling and
 DI3691.adjusted by the NATIONAL GEODETIC SURVEY
 DI3691.in September 2007.
 DI3691
 DI3691.No vertical observational check was made to the station.
 DI3691
 DI3691.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3691.GEOID18 height accuracy estimate available here.
 DI3691
 DI3691.Click photographs - Photos may exist for this station.
 DI3691
 DI3691.The dynamic height is computed by dividing the NAVD 88
 DI3691.geopotential number by the normal gravity value computed on the
 DI3691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3691.degrees latitude (g = 980.6199 gals.).
 DI3691
 DI3691.The modeled gravity was interpolated from observed gravity values.
 DI3691
 DI3691;                    North         East    Units  Estimated Accuracy
 DI3691;SPC FL W     -   444,765.7     190,769.7     MT  (+/- 3 meters HH1 GPS) 
 DI3691
 DI3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9276436228(NAD 83)
 DI3691
 DI3691                          SUPERSEDED SURVEY CONTROL
 DI3691
 DI3691.No superseded survey control is available for this station.
 DI3691
 DI3691_MARKER: DB = BENCH MARK DISK
 DI3691_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI3691_STAMPING: 28 ES TT 1955
 DI3691_MARK LOGO: USGS
 DI3691_PROJECTION: PROJECTING 30 CENTIMETERS
 DI3691_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3691_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI3691_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3691+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2011
 DI3691
 DI3691  HISTORY     - Date     Condition        Report By
 DI3691  HISTORY     - 1955     MONUMENTED       USGS
 DI3691  HISTORY     - 20110719 GOOD             SWFWMD
 DI3691
 DI3691                          STATION DESCRIPTION
 DI3691
 DI3691'DESCRIBED BY US GEOLOGICAL SURVEY 1955 (BPJ)
 DI3691'THE MARK IS ABOUT 6.0 MI EAST OF DADE CITY, IN SECTION 34, TOWNSHIP 24
 DI3691'SOUTH, RANGE 22 EAST.
 DI3691'
 DI3691'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND STATE ROAD
 DI3691'471 ABOUT 11.4 MI  SOUTHEAST OF DADE CITY, GO NORTH ON STATE ROAD 471
 DI3691'FOR 6.8 MI TO THE INTERSECTION OF  CUMPRESSCO GRADE ROAD, TURN LEFT ON
 DI3691'CUMPRESSCO GRADE ROAD AND GO WEST FOR 2.85 MI  TO THE INTERSECTION OF
 DI3691'A JEEP TRAIL AND THE MARK ON THE LEFT, SET IN THE TOP OF AN 8-INCH
 DI3691'SQUARE CONCRETE POST ABOUT 1.0 FT ABOVE THE LEVEL OF THE GROUND AND
 DI3691'LEVEL WITH  CUMPRESSCO GRADE ROAD.
 DI3691'
 DI3691'LOCATED 34.6 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF CUMPRESSCO
 DI3691'GRADE ROAD,  30.0 FT EAST OF THE APPROXIMATE CENTERLINE OF THE JEEP
 DI3691'TRAIL, 15.0 FT NORTHEAST OF A 36-NCH  DIAMETER TWIN TRUNKED LIVE OAK
 DI3691'TREE AND 0.3 FT NORTHEAST OF A CARSONITE WITNESS POST.
 DI3691
 DI3691                          STATION RECOVERY (2011)
 DI3691
 DI3691'RECOVERY NOTE BY SW FL WTR MGMT DIST 2011 (SMB)
 DI3691'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0716 ***********************************************************************
 AQ0716  DESIGNATION -  28 JAS
 AQ0716  PID         -  AQ0716
 AQ0716  STATE/COUNTY-  FL/MARION
 AQ0716  COUNTRY     -  US
 AQ0716  USGS QUAD   -  JUNIPER SPRINGS (2018)
 AQ0716
 AQ0716                         *CURRENT SURVEY CONTROL
 AQ0716  ______________________________________________________________________
 AQ0716* NAD 83(1986) POSITION- 29 10 32.     (N) 081 40 45.     (W)   SCALED
 AQ0716* NAVD 88 ORTHO HEIGHT -     8.982 (meters)       29.47  (feet) ADJUSTED
 AQ0716  ______________________________________________________________________
 AQ0716  GEOID HEIGHT    -        -28.277 (meters)                     GEOID18
 AQ0716  DYNAMIC HEIGHT  -          8.969 (meters)       29.43  (feet) COMP
 AQ0716  MODELED GRAVITY -    979,238.1   (mgal)                       NAVD 88
 AQ0716
 AQ0716  VERT ORDER      -  FIRST     CLASS II
 AQ0716
 AQ0716.The horizontal coordinates were scaled from a map and have
 AQ0716.an estimated accuracy of +/- 6 seconds.
 AQ0716
 AQ0716.The orthometric height was determined by differential leveling and
 AQ0716.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0716.in September 1997.
 AQ0716
 AQ0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0716.GEOID18 height accuracy estimate available here.
 AQ0716
 AQ0716.Click photographs - Photos may exist for this station.
 AQ0716
 AQ0716.The dynamic height is computed by dividing the NAVD 88
 AQ0716.geopotential number by the normal gravity value computed on the
 AQ0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0716.degrees latitude (g = 980.6199 gals.).
 AQ0716
 AQ0716.The modeled gravity was interpolated from observed gravity values.
 AQ0716
 AQ0716;                    North         East    Units  Estimated Accuracy
 AQ0716;SPC FL W     -   536,530.      231,210.      MT  (+/- 180 meters Scaled)
 AQ0716
 AQ0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN339276(NAD 83)
 AQ0716
 AQ0716                          SUPERSEDED SURVEY CONTROL
 AQ0716
 AQ0716  NAVD 88 (06/15/91)    9.042  (m)           29.67   (f) SUPERSEDED  1 2
 AQ0716  NGVD 29 (??/??/92)    9.364  (m)           30.72   (f) ADJ UNCH    1 2
 AQ0716
 AQ0716.Superseded values are not recommended for survey control.
 AQ0716
 AQ0716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0716.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0716
 AQ0716_MARKER: DB = BENCH MARK DISK
 AQ0716_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ0716_SP_SET: CULVERT HEADWALL
 AQ0716_STAMPING: 28 JAS 1966 31
 AQ0716_MARK LOGO: USGS
 AQ0716_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0716+STABILITY: SURFACE MOTION
 AQ0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ0716+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1996
 AQ0716
 AQ0716  HISTORY     - Date     Condition        Report By
 AQ0716  HISTORY     - 1966     MONUMENTED       USGS
 AQ0716  HISTORY     - 1968     GOOD             CGS
 AQ0716  HISTORY     - 1990     GOOD             USPSQD
 AQ0716  HISTORY     - 19960814 GOOD             FLDEP
 AQ0716
 AQ0716                          STATION DESCRIPTION
 AQ0716
 AQ0716'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0716'10.2 MI W FROM ASTOR.
 AQ0716'ABOUT 10.2 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0716'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, ABOUT 2.35
 AQ0716'MILES WEST OF THE INTERSECTION OF STATE HIGHWAY 19, SET ON THE
 AQ0716'TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL FOR A 24-INCH
 AQ0716'PIPE CULVERT UNDER THE HIGHWAY, 38 FEET NORTH OF THE CENTER LINE
 AQ0716'OF THE HIGHWAY AND 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 AQ0716
 AQ0716                          STATION RECOVERY (1990)
 AQ0716
 AQ0716'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0716'RECOVERED IN GOOD CONDITION.
 AQ0716
 AQ0716                          STATION RECOVERY (1996)
 AQ0716
 AQ0716'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AQ0716'THE MARK IS ABOUT 12.9 MI (20.8 KM) EAST OF LYNNE, 9.0 MI (14.5 KM)
 AQ0716'WEST OF ASTOR IN SECTION 37, TOWNSHIP 15 SOUTH, RANGE 26 EAST. TO
 AQ0716'REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO WEST ON STATE ROAD 40
 AQ0716'FOR 7.05 MI (11.35 KM) TO THE INTERSECTION OF STATE ROAD 19, CONTINUE
 AQ0716'WEST ON STATE ROAD 40 FOR 2.35 MI (3.78 KM) TO THE MARK ON THE RIGHT,
 AQ0716'SET IN THE TOP OF THE NORTHWEST END OF THE CONCRETE CULVERT HEADWALL
 AQ0716'ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL OF STATE ROAD 40, 38.0 FT (11.6
 AQ0716'M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 40, 24.3 FT (7.4
 AQ0716'M) NORTH OF THE NORTH EDGE OF THE PAVEMENT OF THE WESTBOUND LANE OF
 AQ0716'STATE ROAD 40, 17.2 FT (5.2 M) WEST OF THE EAST END OF THE CULVERT
 AQ0716'HEADWALL, 0.9 FT (27.4 CM) EAST OF THE WEST END OF THE CULVERT
 AQ0716'HEADWALL AND 0.4 FT (12.2 CM) NORTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0278 ***********************************************************************
 BE0278  DESIGNATION -  28 JWM
 BE0278  PID         -  BE0278
 BE0278  STATE/COUNTY-  FL/JACKSON
 BE0278  COUNTRY     -  US
 BE0278  USGS QUAD   -  MARIANNA (2018)
 BE0278
 BE0278                         *CURRENT SURVEY CONTROL
 BE0278  ______________________________________________________________________
 BE0278* NAD 83(1986) POSITION- 30 49 49.     (N) 085 10 03.     (W)   SCALED
 BE0278* NAVD 88 ORTHO HEIGHT -    34.930 (meters)      114.60  (feet) ADJUSTED
 BE0278  ______________________________________________________________________
 BE0278  GEOID HEIGHT    -        -28.195 (meters)                     GEOID18
 BE0278  DYNAMIC HEIGHT  -         34.885 (meters)      114.45  (feet) COMP
 BE0278  MODELED GRAVITY -    979,350.9   (mgal)                       NAVD 88
 BE0278
 BE0278  VERT ORDER      -  SECOND    CLASS 0
 BE0278
 BE0278.The horizontal coordinates were scaled from a map and have
 BE0278.an estimated accuracy of +/- 6 seconds.
 BE0278
 BE0278.The orthometric height was determined by differential leveling and
 BE0278.adjusted by the NATIONAL GEODETIC SURVEY
 BE0278.in June 1991.
 BE0278
 BE0278.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0278.GEOID18 height accuracy estimate available here.
 BE0278
 BE0278.Click photographs - Photos may exist for this station.
 BE0278
 BE0278.The dynamic height is computed by dividing the NAVD 88
 BE0278.geopotential number by the normal gravity value computed on the
 BE0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0278.degrees latitude (g = 980.6199 gals.).
 BE0278
 BE0278.The modeled gravity was interpolated from observed gravity values.
 BE0278
 BE0278;                    North         East    Units  Estimated Accuracy
 BE0278;SPC FL N     -   203,080.      536,140.      MT  (+/- 180 meters Scaled)
 BE0278
 BE0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV752122(NAD 83)
 BE0278
 BE0278                          SUPERSEDED SURVEY CONTROL
 BE0278
 BE0278  NGVD 29 (??/??/92)   35.057  (m)          115.02   (f) ADJ UNCH    2 0
 BE0278
 BE0278.Superseded values are not recommended for survey control.
 BE0278
 BE0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0278.See file dsdata.pdf to determine how the superseded data were derived.
 BE0278
 BE0278_MARKER: DD = SURVEY DISK
 BE0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0278_STAMPING: 28 JWM 1951 115
 BE0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0278+STABILITY: SURFACE MOTION
 BE0278
 BE0278  HISTORY     - Date     Condition        Report By
 BE0278  HISTORY     - 1951     MONUMENTED       USGS
 BE0278  HISTORY     - 1960     GOOD             CGS
 BE0278  HISTORY     - 1971     MARK NOT FOUND   NGS
 BE0278  HISTORY     - 19910530 MARK NOT FOUND   NGS
 BE0278
 BE0278                          STATION DESCRIPTION
 BE0278
 BE0278'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BE0278'2.8 MI S FROM GREENWOOD.
 BE0278'2.8 MILES SOUTH ALONG STATE HIGHWAY 71 FROM THE POST OFFICE AT
 BE0278'GREENWOOD, AT A JUNCTION WITH A GRADED DIRT ROAD LEADING EAST,
 BE0278'75 YARDS NORTHWEST OF A HOUSE, 38.5 FEET EAST OF THE CENTERLINE
 BE0278'OF THE HIGHWAY, 39 FEET NORTH OF THE CENTERLINE OF THE DIRT
 BE0278'ROAD, 12 FEET WEST OF A FENCE CORNER, 1.2 FEET NORTH OF A STEEL
 BE0278'WITNESS POST, SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 BE0278'0.2 FOOT ABOVE THE GROUND.  NOTE-- THE DISTANCES WERE MEASURED
 BE0278'AND THE AREA WAS DUG TO A DEPTH OF 1 FOOT.  THE WITNESS POST
 BE0278'IS NOT IN PLACE AT THIS DATE.
 BE0278
 BE0278                          STATION RECOVERY (1971)
 BE0278
 BE0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BE0278'MARK NOT FOUND.
 BE0278
 BE0278                          STATION RECOVERY (1991)
 BE0278
 BE0278'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (RLT)
 BE0278'NOTE  THE MARK WAS SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2396 ***********************************************************************
 AC2396  DESIGNATION -  28.43
 AC2396  PID         -  AC2396
 AC2396  STATE/COUNTY-  FL/MIAMI-DADE
 AC2396  COUNTRY     -  US
 AC2396  USGS QUAD   -  NORTH MIAMI (2018)
 AC2396
 AC2396                         *CURRENT SURVEY CONTROL
 AC2396  ______________________________________________________________________
 AC2396* NAD 83(1986) POSITION- 25 55 33.     (N) 080 08 05.     (W)   SCALED
 AC2396* NAVD 88 ORTHO HEIGHT -     8.171 (meters)       26.81  (feet) ADJUSTED
 AC2396  ______________________________________________________________________
 AC2396  GEOID HEIGHT    -        -25.650 (meters)                     GEOID18
 AC2396  DYNAMIC HEIGHT  -          8.157 (meters)       26.76  (feet) COMP
 AC2396  MODELED GRAVITY -    979,046.6   (mgal)                       NAVD 88
 AC2396
 AC2396  VERT ORDER      -  SECOND    CLASS 0
 AC2396
 AC2396.The horizontal coordinates were scaled from a map and have
 AC2396.an estimated accuracy of +/- 6 seconds.
 AC2396
 AC2396.The orthometric height was determined by differential leveling and
 AC2396.adjusted by the NATIONAL GEODETIC SURVEY
 AC2396.in June 1991.
 AC2396
 AC2396.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2396.GEOID18 height accuracy estimate available here.
 AC2396
 AC2396.Click photographs - Photos may exist for this station.
 AC2396
 AC2396.The dynamic height is computed by dividing the NAVD 88
 AC2396.geopotential number by the normal gravity value computed on the
 AC2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2396.degrees latitude (g = 980.6199 gals.).
 AC2396
 AC2396.The modeled gravity was interpolated from observed gravity values.
 AC2396
 AC2396;                    North         East    Units  Estimated Accuracy
 AC2396;SPC FL E     -   176,690.      286,680.      MT  (+/- 180 meters Scaled)
 AC2396
 AC2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ866677(NAD 83)
 AC2396
 AC2396                          SUPERSEDED SURVEY CONTROL
 AC2396
 AC2396  NGVD 29 (??/??/92)    8.647  (m)           28.37   (f) ADJ UNCH    2 0
 AC2396
 AC2396.Superseded values are not recommended for survey control.
 AC2396
 AC2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2396.See file dsdata.pdf to determine how the superseded data were derived.
 AC2396
 AC2396_MARKER: DD = SURVEY DISK
 AC2396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2396_SP_SET: GUARD RAIL
 AC2396_STAMPING: 28.43
 AC2396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2396
 AC2396  HISTORY     - Date     Condition        Report By
 AC2396  HISTORY     - UNK      MONUMENTED       FLHD
 AC2396  HISTORY     - 1970     GOOD             NGS
 AC2396  HISTORY     - 1973     GOOD             NGS
 AC2396
 AC2396                          STATION DESCRIPTION
 AC2396
 AC2396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2396'1.2 MI SW FROM SUNNY ISLES.
 AC2396'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 826 FROM THE JUNCTION
 AC2396'OF STATE HIGHWAY A 1 A, THENCE 0.15 MILE SOUTH ALONG A ROAD
 AC2396'WHICH WAS UNDER CONSTRUCTION IN 4/70, SET ON THE TOP OF THE
 AC2396'SOUTH END OF THE EAST CONCRETE GUARD RAIL TO A 185-FOOT LONG
 AC2396'CONCRETE BRIDGE OVER OLETA RIVER, 1 FOOT NORTH OF THE SOUTH END
 AC2396'OF THE BRIDGE AND 1 FOOT EAST OF THE WEST CURB LINE OF THE BRIDGE.
 AC2396'NOTE-- MARK IS STAMPED 2843.
 AC2396
 AC2396                          STATION RECOVERY (1973)
 AC2396
 AC2396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2396'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2395 ***********************************************************************
 AC2395  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2395  DESIGNATION -  28.44 FLHD
 AC2395  PID         -  AC2395
 AC2395  STATE/COUNTY-  FL/MIAMI-DADE
 AC2395  COUNTRY     -  US
 AC2395  USGS QUAD   -  NORTH MIAMI (2018)
 AC2395
 AC2395                         *CURRENT SURVEY CONTROL
 AC2395  ______________________________________________________________________
 AC2395* NAD 83(1986) POSITION- 25 55 34.80   (N) 080 08 07.22   (W)   HD_HELD1
 AC2395* NAVD 88 ORTHO HEIGHT -     8.167 (meters)       26.79  (feet) ADJUSTED
 AC2395  ______________________________________________________________________
 AC2395  GEOID HEIGHT    -        -25.647 (meters)                     GEOID18
 AC2395  DYNAMIC HEIGHT  -          8.154 (meters)       26.75  (feet) COMP
 AC2395  MODELED GRAVITY -    979,046.6   (mgal)                       NAVD 88
 AC2395
 AC2395  VERT ORDER      -  SECOND    CLASS 0
 AC2395
 AC2395.The horizontal coordinates were determined by differentially corrected
 AC2395.hand held GPS observations or other comparable positioning techniques
 AC2395.and have an estimated accuracy of +/- 3 meters.
 AC2395
 AC2395.The orthometric height was determined by differential leveling and
 AC2395.adjusted by the NATIONAL GEODETIC SURVEY
 AC2395.in June 1991.
 AC2395
 AC2395.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2395.GEOID18 height accuracy estimate available here.
 AC2395
 AC2395.This Tidal Bench Mark is designated as VM 5757
 AC2395.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC2395
 AC2395.Click photographs - Photos may exist for this station.
 AC2395
 AC2395.The dynamic height is computed by dividing the NAVD 88
 AC2395.geopotential number by the normal gravity value computed on the
 AC2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2395.degrees latitude (g = 980.6199 gals.).
 AC2395
 AC2395.The modeled gravity was interpolated from observed gravity values.
 AC2395
 AC2395;                    North         East    Units  Estimated Accuracy
 AC2395;SPC FL E     -   176,739.8     286,618.8     MT  (+/- 3 meters HH1 GPS) 
 AC2395
 AC2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8658967811(NAD 83)
 AC2395
 AC2395                          SUPERSEDED SURVEY CONTROL
 AC2395
 AC2395  NGVD 29 (??/??/92)    8.644  (m)           28.36   (f) SUPERSEDED  2 0
 AC2395  NGVD 29 (09/01/92)    8.644  (m)           28.36   (f) ADJUSTED    2 0
 AC2395
 AC2395.Superseded values are not recommended for survey control.
 AC2395
 AC2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2395.See file dsdata.pdf to determine how the superseded data were derived.
 AC2395
 AC2395_MARKER: DD = SURVEY DISK
 AC2395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC2395_SP_SET: SIDEWALK
 AC2395_STAMPING: 28.44
 AC2395_MARK LOGO: FLHD
 AC2395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2395
 AC2395  HISTORY     - Date     Condition        Report By
 AC2395  HISTORY     - UNK      MONUMENTED       FLHD
 AC2395  HISTORY     - 1970     GOOD             NGS
 AC2395  HISTORY     - 1973     GOOD             NGS
 AC2395  HISTORY     - 1980     GOOD             FLDNR
 AC2395
 AC2395                          STATION DESCRIPTION
 AC2395
 AC2395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2395'1.2 MI SW FROM SUNNY ISLES.
 AC2395'ABOUT 1.0 MILE WEST ALONG STATE HIGHWAY 826 FROM THE JUNCTION
 AC2395'OF STATE HIGHWAY A 1 A AT SUNNY ISLES, THENCE 0.15 MILE SOUTH
 AC2395'ALONG A ROAD WHICH IS UNDER CONSTRUCTION 4/70, SET IN THE
 AC2395'TOP OF THE NORTH END OF THE EAST CONCRETE GUARD RAIL BASE FOR A
 AC2395'185-FOOT LONG BRIDGE OVER THE OLETA RIVER, 1 FOOT SOUTH OF THE
 AC2395'NORTH END OF THE BASE, 1 FOOT WEST OF THE WEST CURB OF THE
 AC2395'BRIDGE AND 1 FOOT ABOVE THE ROAD.  NOTE-- 1.  DELETE SET IN
 AC2395'THE TOP OF THE NORTH END OF THE EAST CONCRETE GUARD RAIL BASE
 AC2395'FOR A 185-FOOT LONG BRIDGE.  2.  MARK IS 9.2 FEET SOUTH OF THE
 AC2395'NORTH END OF THE WEST GUARD RAIL, SET IN THE TOP OF CONCRETE
 AC2395'SIDEWALK.
 AC2395
 AC2395                          STATION RECOVERY (1973)
 AC2395
 AC2395'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2395'RECOVERED IN GOOD CONDITION.
 AC2395
 AC2395                          STATION RECOVERY (1980)
 AC2395
 AC2395'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AC2395'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG3422 ***********************************************************************
 BG3422  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3422  DESIGNATION -  28.498 RESET
 BG3422  PID         -  BG3422
 BG3422  STATE/COUNTY-  FL/OKALOOSA
 BG3422  COUNTRY     -  US
 BG3422  USGS QUAD   -  FORT WALTON BEACH (2018)
 BG3422
 BG3422                         *CURRENT SURVEY CONTROL
 BG3422  ______________________________________________________________________
 BG3422* NAD 83(1986) POSITION- 30 23 43.53   (N) 086 30 49.69   (W)   HD_HELD1
 BG3422* NAVD 88 ORTHO HEIGHT -     8.565 (meters)       28.10  (feet) ADJUSTED
 BG3422  ______________________________________________________________________
 BG3422  GEOID HEIGHT    -        -27.306 (meters)                     GEOID18
 BG3422  DYNAMIC HEIGHT  -          8.553 (meters)       28.06  (feet) COMP
 BG3422  MODELED GRAVITY -    979,351.4   (mgal)                       NAVD 88
 BG3422
 BG3422  VERT ORDER      -  FIRST     CLASS II
 BG3422
 BG3422.The horizontal coordinates were determined by differentially corrected
 BG3422.hand held GPS observations or other comparable positioning techniques
 BG3422.and have an estimated accuracy of +/- 3 meters.
 BG3422
 BG3422.The orthometric height was determined by differential leveling and
 BG3422.adjusted by the NATIONAL GEODETIC SURVEY
 BG3422.in June 1991.
 BG3422
 BG3422.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG3422.GEOID18 height accuracy estimate available here.
 BG3422
 BG3422.This Tidal Bench Mark is designated as VM 10149
 BG3422.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BG3422
 BG3422.Click photographs - Photos may exist for this station.
 BG3422
 BG3422.The dynamic height is computed by dividing the NAVD 88
 BG3422.geopotential number by the normal gravity value computed on the
 BG3422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3422.degrees latitude (g = 980.6199 gals.).
 BG3422
 BG3422.The modeled gravity was interpolated from observed gravity values.
 BG3422
 BG3422;                    North         East    Units  Estimated Accuracy
 BG3422;SPC FL N     -   156,389.2     406,489.1     MT  (+/- 3 meters HH1 GPS) 
 BG3422
 BG3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU4670562703(NAD 83)
 BG3422
 BG3422                          SUPERSEDED SURVEY CONTROL
 BG3422
 BG3422.No superseded survey control is available for this station.
 BG3422
 BG3422_MARKER: DD = SURVEY DISK
 BG3422_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3422_SP_SET: BRIDGE GUARD RAIL
 BG3422_STAMPING: LC RESET 1978 USGS ELEV. 28.498
 BG3422_MARK LOGO: FLDT
 BG3422_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG3422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3422+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2016
 BG3422
 BG3422  HISTORY     - Date     Condition        Report By
 BG3422  HISTORY     - 1978     MONUMENTED       NGS
 BG3422  HISTORY     - 1984     GOOD             FLDNR
 BG3422  HISTORY     - 20030428 GOOD             USPSQD
 BG3422  HISTORY     - 20060318 GOOD             USPSQD
 BG3422  HISTORY     - 20150422 GOOD             FLDEP
 BG3422  HISTORY     - 20161106 GOOD             FLDEP
 BG3422
 BG3422                          STATION DESCRIPTION
 BG3422
 BG3422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BG3422'IN DESTIN.
 BG3422'0.5 MILE WEST ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE IN
 BG3422'DESTIN, AT THE NORTHEAST CORNER OF THE NORTH BRIDGE OF TWO
 BG3422'OVER EAST PASS, 23.1 FEET NORTH OF THE CENTERLINE OF U.S.
 BG3422'HIGHWAY 98, WESTBOUND, AND 9.5 FEET WEST OF THE EAST END OF A
 BG3422'GUARD RAIL AND 0.5 FOOT WEST OF A GUARD RAIL POST.
 BG3422
 BG3422                          STATION RECOVERY (1984)
 BG3422
 BG3422'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BG3422'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN DESTIN, THE
 BG3422'MARK IS SET IN THE NORTHEAST ABUTMENT OF THE WESTBOUND U.S. HIGHWAY 98
 BG3422'BRIDGE OVER DESTIN PASS, 23 FEET NORTHWEST OF THE CENTERLINE OF THE
 BG3422'BRIDGE.
 BG3422
 BG3422                          STATION RECOVERY (2003)
 BG3422
 BG3422'RECOVERY NOTE BY US POWER SQUADRON 2003 (REG)
 BG3422'RECOVERED IN GOOD CONDITION.
 BG3422
 BG3422                          STATION RECOVERY (2006)
 BG3422
 BG3422'RECOVERY NOTE BY US POWER SQUADRON 2006 (REG)
 BG3422'RECOVERED IN GOOD CONDITION.
 BG3422
 BG3422                          STATION RECOVERY (2015)
 BG3422
 BG3422'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (MAH)
 BG3422'THE MARK IS ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF NICEVILLE, 6.3
 BG3422'MI (10.2 KM) EAST OF FORT WALTON BEACH AND 1.1 MI (1.7 KM) WEST OF
 BG3422'DESTIN, IN ESTIMATED SECTION 24, TOWNSHIP 2 SOUTH, RANGE 23 WEST.
 BG3422'
 BG3422'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 (HARBOR
 BG3422'BOULEVARD) AND STATE ROAD 293 IN DESTIN, GO WEST ON U.S. HIGHWAY 98
 BG3422'(HARBOR BOULEVARD) FOR 5.35 MI (8.6 KM) TO THE EAST END OF THE BRIDGE
 BG3422'OVER DESTIN PASS AND THE MARK, SET FLUSH IN THE BOTTOM SECTION OF THE
 BG3422'NORTHEAST END OF THE CONCRETE BRIDGE GUARD RAIL OF THE WESTBOUND
 BG3422'LANES, 0.8 FT (24 CM) ABOVE THE LEVEL OF U.S. HIGHWAY 98 WESTBOUND
 BG3422'LANES.
 BG3422'
 BG3422'LOCATED 25.0 FT (7.6 M) SOUTH-SOUTHWEST OF SURVEY MARK DNC-1, 23.7 FT
 BG3422'(7.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 98
 BG3422'WESTBOUND LANES AND 8.0 FT (2.4 M) WEST OF THE EAST END OF THE
 BG3422'CONCRETE BRIDGE GUARD RAIL.
 BG3422
 BG3422                          STATION RECOVERY (2016)
 BG3422
 BG3422'RECOVERY NOTE BY FL DEPT OF ENV PRO 2016 (BPJ)
 BG3422'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0154 ***********************************************************************
 AG0154  DESIGNATION -  280
 AG0154  PID         -  AG0154
 AG0154  STATE/COUNTY-  FL/PINELLAS
 AG0154  COUNTRY     -  US
 AG0154  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0154
 AG0154                         *CURRENT SURVEY CONTROL
 AG0154  ______________________________________________________________________
 AG0154* NAD 83(1986) POSITION- 27 51 01.     (N) 082 41 29.     (W)   SCALED
 AG0154* NAVD 88 ORTHO HEIGHT -     4.212 (meters)       13.82  (feet) ADJUSTED
 AG0154  ______________________________________________________________________
 AG0154  GEOID HEIGHT    -        -24.572 (meters)                     GEOID18
 AG0154  DYNAMIC HEIGHT  -          4.206 (meters)       13.80  (feet) COMP
 AG0154  MODELED GRAVITY -    979,181.2   (mgal)                       NAVD 88
 AG0154
 AG0154  VERT ORDER      -  SECOND    CLASS II
 AG0154
 AG0154.The horizontal coordinates were scaled from a map and have
 AG0154.an estimated accuracy of +/- 6 seconds.
 AG0154
 AG0154.The orthometric height was determined by differential leveling and
 AG0154.adjusted by the NATIONAL GEODETIC SURVEY
 AG0154.in June 1991.
 AG0154
 AG0154.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0154.GEOID18 height accuracy estimate available here.
 AG0154
 AG0154.Click photographs - Photos may exist for this station.
 AG0154
 AG0154.The dynamic height is computed by dividing the NAVD 88
 AG0154.geopotential number by the normal gravity value computed on the
 AG0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0154.degrees latitude (g = 980.6199 gals.).
 AG0154
 AG0154.The modeled gravity was interpolated from observed gravity values.
 AG0154
 AG0154;                    North         East    Units  Estimated Accuracy
 AG0154;SPC FL W     -   389,810.      131,900.      MT  (+/- 180 meters Scaled)
 AG0154
 AG0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL334817(NAD 83)
 AG0154
 AG0154                          SUPERSEDED SURVEY CONTROL
 AG0154
 AG0154  NGVD 29 (??/??/92)    4.475  (m)           14.68   (f) ADJ UNCH    2 2
 AG0154
 AG0154.Superseded values are not recommended for survey control.
 AG0154
 AG0154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0154.See file dsdata.pdf to determine how the superseded data were derived.
 AG0154
 AG0154_MARKER: DD = SURVEY DISK
 AG0154_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0154_SP_SET: CULVERT HEADWALL
 AG0154_STAMPING: 280
 AG0154_MARK LOGO: FLHD
 AG0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0154+STABILITY: SURFACE MOTION
 AG0154
 AG0154  HISTORY     - Date     Condition        Report By
 AG0154  HISTORY     - UNK      MONUMENTED       FLHD
 AG0154  HISTORY     - 1976     GOOD             FLDT
 AG0154  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0154
 AG0154                          STATION DESCRIPTION
 AG0154
 AG0154'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0154'AT PINELLAS PARK.
 AG0154'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0154'49 ST (SR 691).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.05 MILE.
 AG0154'STATION ON LEFT, 59.5 FT. N.E. OF THE CENTERLINE OF U.S. HWY. 19,
 AG0154'71.0 FT. N.W. OF LIGHT POLE, NUMBER 1-90909.  SET IN THE TOP OF
 AG0154'THE CONCRETE HEADWALL.  SECTION 27, T 30, R 16.
 AG0154
 AG0154                          STATION RECOVERY (1989)
 AG0154
 AG0154'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0154'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0145 ***********************************************************************
 AG0145  DESIGNATION -  281
 AG0145  PID         -  AG0145
 AG0145  STATE/COUNTY-  FL/PINELLAS
 AG0145  COUNTRY     -  US
 AG0145  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0145
 AG0145                         *CURRENT SURVEY CONTROL
 AG0145  ______________________________________________________________________
 AG0145* NAD 83(1986) POSITION- 27 50 55.     (N) 082 41 23.     (W)   SCALED
 AG0145* NAVD 88 ORTHO HEIGHT -     4.220 (meters)       13.85  (feet) ADJUSTED
 AG0145  ______________________________________________________________________
 AG0145  GEOID HEIGHT    -        -24.571 (meters)                     GEOID18
 AG0145  DYNAMIC HEIGHT  -          4.214 (meters)       13.83  (feet) COMP
 AG0145  MODELED GRAVITY -    979,181.1   (mgal)                       NAVD 88
 AG0145
 AG0145  VERT ORDER      -  SECOND    CLASS II
 AG0145
 AG0145.The horizontal coordinates were scaled from a map and have
 AG0145.an estimated accuracy of +/- 6 seconds.
 AG0145
 AG0145.The orthometric height was determined by differential leveling and
 AG0145.adjusted by the NATIONAL GEODETIC SURVEY
 AG0145.in June 1991.
 AG0145
 AG0145.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0145.GEOID18 height accuracy estimate available here.
 AG0145
 AG0145.Click photographs - Photos may exist for this station.
 AG0145
 AG0145.The dynamic height is computed by dividing the NAVD 88
 AG0145.geopotential number by the normal gravity value computed on the
 AG0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0145.degrees latitude (g = 980.6199 gals.).
 AG0145
 AG0145.The modeled gravity was interpolated from observed gravity values.
 AG0145
 AG0145;                    North         East    Units  Estimated Accuracy
 AG0145;SPC FL W     -   389,620.      132,070.      MT  (+/- 180 meters Scaled)
 AG0145
 AG0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL336815(NAD 83)
 AG0145
 AG0145                          SUPERSEDED SURVEY CONTROL
 AG0145
 AG0145  NGVD 29 (??/??/92)    4.482  (m)           14.70   (f) ADJ UNCH    2 2
 AG0145
 AG0145.Superseded values are not recommended for survey control.
 AG0145
 AG0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0145.See file dsdata.pdf to determine how the superseded data were derived.
 AG0145
 AG0145_MARKER: DD = SURVEY DISK
 AG0145_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0145_SP_SET: CULVERT HEADWALL
 AG0145_STAMPING: 281
 AG0145_MARK LOGO: FLHD
 AG0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0145+STABILITY: SURFACE MOTION
 AG0145
 AG0145  HISTORY     - Date     Condition        Report By
 AG0145  HISTORY     - UNK      MONUMENTED       FLHD
 AG0145  HISTORY     - 1976     GOOD             FLDT
 AG0145  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0145  HISTORY     - 20050125 MARK NOT FOUND   USPSQD
 AG0145
 AG0145                          STATION DESCRIPTION
 AG0145
 AG0145'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0145'AT PINELLAS PARK.
 AG0145'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND 49
 AG0145'ST. (SR 691).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.2 MILE.
 AG0145'STATION ON LEFT, 59.0 FT. N.E. OF THE CENTERLINE OF U.S. HWY.
 AG0145'19, 57.0 FT. SOUTH OF LIGHT POLE, NUMBER 1-90907.  SET IN THE
 AG0145'TOP OF THE CONCRETE HEADWALL.  SECTION 27, T 30, R 16.
 AG0145
 AG0145                          STATION RECOVERY (1989)
 AG0145
 AG0145'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0145'MARK NOT FOUND.
 AG0145
 AG0145                          STATION RECOVERY (2005)
 AG0145
 AG0145'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 AG0145'HIGHWAY HAS BEEN WIDENED SINCE ITS LAST RECOVERY IN 1976
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0146 ***********************************************************************
 AG0146  DESIGNATION -  282
 AG0146  PID         -  AG0146
 AG0146  STATE/COUNTY-  FL/PINELLAS
 AG0146  COUNTRY     -  US
 AG0146  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0146
 AG0146                         *CURRENT SURVEY CONTROL
 AG0146  ______________________________________________________________________
 AG0146* NAD 83(1986) POSITION- 27 50 49.     (N) 082 41 23.     (W)   SCALED
 AG0146* NAVD 88 ORTHO HEIGHT -     4.249 (meters)       13.94  (feet) ADJUSTED
 AG0146  ______________________________________________________________________
 AG0146  GEOID HEIGHT    -        -24.568 (meters)                     GEOID18
 AG0146  DYNAMIC HEIGHT  -          4.243 (meters)       13.92  (feet) COMP
 AG0146  MODELED GRAVITY -    979,181.0   (mgal)                       NAVD 88
 AG0146
 AG0146  VERT ORDER      -  SECOND    CLASS II
 AG0146
 AG0146.The horizontal coordinates were scaled from a map and have
 AG0146.an estimated accuracy of +/- 6 seconds.
 AG0146
 AG0146.The orthometric height was determined by differential leveling and
 AG0146.adjusted by the NATIONAL GEODETIC SURVEY
 AG0146.in June 1991.
 AG0146
 AG0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0146.GEOID18 height accuracy estimate available here.
 AG0146
 AG0146.Click photographs - Photos may exist for this station.
 AG0146
 AG0146.The dynamic height is computed by dividing the NAVD 88
 AG0146.geopotential number by the normal gravity value computed on the
 AG0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0146.degrees latitude (g = 980.6199 gals.).
 AG0146
 AG0146.The modeled gravity was interpolated from observed gravity values.
 AG0146
 AG0146;                    North         East    Units  Estimated Accuracy
 AG0146;SPC FL W     -   389,440.      132,070.      MT  (+/- 180 meters Scaled)
 AG0146
 AG0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL336813(NAD 83)
 AG0146
 AG0146                          SUPERSEDED SURVEY CONTROL
 AG0146
 AG0146  NGVD 29 (??/??/92)    4.512  (m)           14.80   (f) ADJ UNCH    2 2
 AG0146
 AG0146.Superseded values are not recommended for survey control.
 AG0146
 AG0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0146.See file dsdata.pdf to determine how the superseded data were derived.
 AG0146
 AG0146_MARKER: DD = SURVEY DISK
 AG0146_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0146_SP_SET: CULVERT HEADWALL
 AG0146_STAMPING: 282
 AG0146_MARK LOGO: FLHD
 AG0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0146+STABILITY: SURFACE MOTION
 AG0146
 AG0146  HISTORY     - Date     Condition        Report By
 AG0146  HISTORY     - UNK      MONUMENTED       FLHD
 AG0146  HISTORY     - 1976     GOOD             FLDT
 AG0146  HISTORY     - 20050125 MARK NOT FOUND   USPSQD
 AG0146
 AG0146                          STATION DESCRIPTION
 AG0146
 AG0146'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0146'AT PINELLAS PARK.
 AG0146'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0146'49 ST. (SR 691).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.3 MILE.
 AG0146'STATION ON LEFT, 55.5 FT. N.E. OF THE CENTERLINE OF U.S. HWY. 19,
 AG0146'88.0 FT. SOUTH OF POWER POLE, NUMBER 2A-1625.  SET IN THE TOP
 AG0146'OF THE CONCRETE HEADWALL.  SECTION 27, T 30, R 16.
 AG0146
 AG0146                          STATION RECOVERY (2005)
 AG0146
 AG0146'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 AG0146'HIGHWAY HAS BEEN IMPROVED SINCE LAST RECOVERY IN 1976
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0148 ***********************************************************************
 AG0148  DESIGNATION -  284
 AG0148  PID         -  AG0148
 AG0148  STATE/COUNTY-  FL/PINELLAS
 AG0148  COUNTRY     -  US
 AG0148  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0148
 AG0148                         *CURRENT SURVEY CONTROL
 AG0148  ______________________________________________________________________
 AG0148* NAD 83(1986) POSITION- 27 50 25.     (N) 082 41 05.     (W)   SCALED
 AG0148* NAVD 88 ORTHO HEIGHT -     4.381 (meters)       14.37  (feet) ADJUSTED
 AG0148  ______________________________________________________________________
 AG0148  GEOID HEIGHT    -        -24.564 (meters)                     GEOID18
 AG0148  DYNAMIC HEIGHT  -          4.374 (meters)       14.35  (feet) COMP
 AG0148  MODELED GRAVITY -    979,180.4   (mgal)                       NAVD 88
 AG0148
 AG0148  VERT ORDER      -  SECOND    CLASS II
 AG0148
 AG0148.The horizontal coordinates were scaled from a map and have
 AG0148.an estimated accuracy of +/- 6 seconds.
 AG0148
 AG0148.The orthometric height was determined by differential leveling and
 AG0148.adjusted by the NATIONAL GEODETIC SURVEY
 AG0148.in June 1991.
 AG0148
 AG0148.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0148.GEOID18 height accuracy estimate available here.
 AG0148
 AG0148.Click photographs - Photos may exist for this station.
 AG0148
 AG0148.The dynamic height is computed by dividing the NAVD 88
 AG0148.geopotential number by the normal gravity value computed on the
 AG0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0148.degrees latitude (g = 980.6199 gals.).
 AG0148
 AG0148.The modeled gravity was interpolated from observed gravity values.
 AG0148
 AG0148;                    North         East    Units  Estimated Accuracy
 AG0148;SPC FL W     -   388,700.      132,550.      MT  (+/- 180 meters Scaled)
 AG0148
 AG0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL340806(NAD 83)
 AG0148
 AG0148                          SUPERSEDED SURVEY CONTROL
 AG0148
 AG0148  NGVD 29 (??/??/92)    4.643  (m)           15.23   (f) ADJ UNCH    2 2
 AG0148
 AG0148.Superseded values are not recommended for survey control.
 AG0148
 AG0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0148.See file dsdata.pdf to determine how the superseded data were derived.
 AG0148
 AG0148_MARKER: DD = SURVEY DISK
 AG0148_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0148_SP_SET: INLET
 AG0148_STAMPING: 284
 AG0148_MARK LOGO: FLHD
 AG0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0148+STABILITY: SURFACE MOTION
 AG0148
 AG0148  HISTORY     - Date     Condition        Report By
 AG0148  HISTORY     - UNK      MONUMENTED       FLHD
 AG0148  HISTORY     - 1976     GOOD             FLDT
 AG0148  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0148
 AG0148                          STATION DESCRIPTION
 AG0148
 AG0148'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0148'AT PINELLAS PARK.
 AG0148'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0148'49 ST. (SR 691).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.9 MILE.
 AG0148'STATION ON LEFT, 43.5 FT. N.E. OF THE CENTERLINE OF U.S. HWY.
 AG0148'19, 76.0 FT. N.W. OF POWER LIGHT POLE (NO NUMBER).  SET IN THE
 AG0148'TOP OF THE CONCRETE INLET.  SECTION 27, T30S, R16E.
 AG0148
 AG0148                          STATION RECOVERY (1989)
 AG0148
 AG0148'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0148'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0149 ***********************************************************************
 AG0149  DESIGNATION -  285
 AG0149  PID         -  AG0149
 AG0149  STATE/COUNTY-  FL/PINELLAS
 AG0149  COUNTRY     -  US
 AG0149  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0149
 AG0149                         *CURRENT SURVEY CONTROL
 AG0149  ______________________________________________________________________
 AG0149* NAD 83(1986) POSITION- 27 48 43.     (N) 082 40 47.     (W)   SCALED
 AG0149* NAVD 88 ORTHO HEIGHT -    12.824 (meters)       42.07  (feet) ADJUSTED
 AG0149  ______________________________________________________________________
 AG0149  GEOID HEIGHT    -        -24.525 (meters)                     GEOID18
 AG0149  DYNAMIC HEIGHT  -         12.805 (meters)       42.01  (feet) COMP
 AG0149  MODELED GRAVITY -    979,178.3   (mgal)                       NAVD 88
 AG0149
 AG0149  VERT ORDER      -  SECOND    CLASS II
 AG0149
 AG0149.The horizontal coordinates were scaled from a map and have
 AG0149.an estimated accuracy of +/- 6 seconds.
 AG0149
 AG0149.The orthometric height was determined by differential leveling and
 AG0149.adjusted by the NATIONAL GEODETIC SURVEY
 AG0149.in June 1991.
 AG0149
 AG0149.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0149.GEOID18 height accuracy estimate available here.
 AG0149
 AG0149.Click photographs - Photos may exist for this station.
 AG0149
 AG0149.The dynamic height is computed by dividing the NAVD 88
 AG0149.geopotential number by the normal gravity value computed on the
 AG0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0149.degrees latitude (g = 980.6199 gals.).
 AG0149
 AG0149.The modeled gravity was interpolated from observed gravity values.
 AG0149
 AG0149;                    North         East    Units  Estimated Accuracy
 AG0149;SPC FL W     -   385,560.      133,030.      MT  (+/- 180 meters Scaled)
 AG0149
 AG0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345775(NAD 83)
 AG0149
 AG0149                          SUPERSEDED SURVEY CONTROL
 AG0149
 AG0149  NGVD 29 (??/??/92)   13.087  (m)           42.94   (f) ADJ UNCH    2 2
 AG0149
 AG0149.Superseded values are not recommended for survey control.
 AG0149
 AG0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0149.See file dsdata.pdf to determine how the superseded data were derived.
 AG0149
 AG0149_MARKER: DD = SURVEY DISK
 AG0149_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0149_SP_SET: CULVERT HEADWALL
 AG0149_STAMPING: 285
 AG0149_MARK LOGO: FLHD
 AG0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0149+STABILITY: SURFACE MOTION
 AG0149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0149+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2004
 AG0149
 AG0149  HISTORY     - Date     Condition        Report By
 AG0149  HISTORY     - UNK      MONUMENTED       FLHD
 AG0149  HISTORY     - 1976     GOOD             FLDT
 AG0149  HISTORY     - 20021216 GOOD             USPSQD
 AG0149  HISTORY     - 20041101 GOOD             USPSQD
 AG0149  HISTORY     - 20090112 GOOD             PINCPW
 AG0149
 AG0149                          STATION DESCRIPTION
 AG0149
 AG0149'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0149'0.2 MI N FROM ST PETERSBURG.
 AG0149'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0149'PARK BLVD. (SR 694, 74 AVE).  RUN SOUTHERLY ON U.S. HWY. 19 FOR
 AG0149'2.00 MILES.  STATION ON LEFT, 55.1 FT. EAST OF THE CENTERLINE OF U.S.
 AG0149'HWY. 19, 46.0 FT. S.W. OF POWER LIGHT POLE, NUMBER 101597.  SET
 AG0149'IN THE TOP OF THE CONCRETE HEADWALL.  SECTION 2, T 31, R 16.
 AG0149
 AG0149                          STATION RECOVERY (2002)
 AG0149
 AG0149'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLS)
 AG0149'MARK IS 4.0 FEET NORTH OF SOUTH HEADWALL
 AG0149
 AG0149                          STATION RECOVERY (2004)
 AG0149
 AG0149'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG0149'RECOVERED IN GOOD CONDITION.
 AG0149
 AG0149                          STATION RECOVERY (2009)
 AG0149
 AG0149'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2009 (BE)
 AG0149'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0150 ***********************************************************************
 AG0150  DESIGNATION -  286
 AG0150  PID         -  AG0150
 AG0150  STATE/COUNTY-  FL/PINELLAS
 AG0150  COUNTRY     -  US
 AG0150  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0150
 AG0150                         *CURRENT SURVEY CONTROL
 AG0150  ______________________________________________________________________
 AG0150* NAD 83(1986) POSITION- 27 48 34.3    (N) 082 40 46.9    (W)   HD_HELD2
 AG0150* NAVD 88 ORTHO HEIGHT -    25.367 (meters)       83.22  (feet) ADJUSTED
 AG0150  ______________________________________________________________________
 AG0150  GEOID HEIGHT    -        -24.521 (meters)                     GEOID18
 AG0150  DYNAMIC HEIGHT  -         25.330 (meters)       83.10  (feet) COMP
 AG0150  MODELED GRAVITY -    979,178.0   (mgal)                       NAVD 88
 AG0150
 AG0150  VERT ORDER      -  SECOND    CLASS II
 AG0150
 AG0150.The horizontal coordinates were established by autonomous hand held GPS
 AG0150.observations and have an estimated accuracy of +/- 10 meters.
 AG0150
 AG0150.The orthometric height was determined by differential leveling and
 AG0150.adjusted by the NATIONAL GEODETIC SURVEY
 AG0150.in June 1991.
 AG0150
 AG0150.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0150.GEOID18 height accuracy estimate available here.
 AG0150
 AG0150.Click photographs - Photos may exist for this station.
 AG0150
 AG0150.The dynamic height is computed by dividing the NAVD 88
 AG0150.geopotential number by the normal gravity value computed on the
 AG0150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0150.degrees latitude (g = 980.6199 gals.).
 AG0150
 AG0150.The modeled gravity was interpolated from observed gravity values.
 AG0150
 AG0150;                    North         East    Units  Estimated Accuracy
 AG0150;SPC FL W     -   385,288.      133,030.      MT  (+/- 10 meters HH2 GPS)
 AG0150
 AG0150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3454577234(NAD 83)
 AG0150
 AG0150                          SUPERSEDED SURVEY CONTROL
 AG0150
 AG0150  NGVD 29 (??/??/92)   25.631  (m)           84.09   (f) ADJ UNCH    2 2
 AG0150
 AG0150.Superseded values are not recommended for survey control.
 AG0150
 AG0150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0150.See file dsdata.pdf to determine how the superseded data were derived.
 AG0150
 AG0150_MARKER: DD = SURVEY DISK
 AG0150_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0150_SP_SET: OVERPASS HANDRAIL
 AG0150_STAMPING: 286
 AG0150_MARK LOGO: FLHD
 AG0150_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0150_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0150+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 AG0150
 AG0150  HISTORY     - Date     Condition        Report By
 AG0150  HISTORY     - UNK      MONUMENTED       FLHD
 AG0150  HISTORY     - 1976     GOOD             FLDT
 AG0150  HISTORY     - 20021216 GOOD             USPSQD
 AG0150  HISTORY     - 20060321 GOOD             USPSQD
 AG0150  HISTORY     - 20090112 GOOD             PINCPW
 AG0150
 AG0150                          STATION DESCRIPTION
 AG0150
 AG0150'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0150'0.1 MI N FROM ST PETERSBURG.
 AG0150'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0150'PARK BLVD. (SR 694, 74 AVE).  RUN SOUTHERLY ON U.S. HWY. 19 FOR
 AG0150'2.25 MILE.  STATION ON RIGHT, IN THE N.W. CORNER OF OVERPASS.
 AG0150'SET IN THE TOP OF THE CONCRETE HANDRAIL.  SECTION 3, T31S, R16E.
 AG0150
 AG0150                          STATION RECOVERY (2002)
 AG0150
 AG0150'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLS)
 AG0150'RECOVERED IN GOOD CONDITION.
 AG0150
 AG0150                          STATION RECOVERY (2006)
 AG0150
 AG0150'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 AG0150'WALK TO THE TOP OF WEST WOODEN WALKWAY AND MARKER WILL BE FOUND ON
 AG0150'CONCRETE RAIL EAST OF WALKWAY.  MARKER IS ON NORTH SIDE OF RAIL TRACKS
 AG0150'ADJACENT TO HIGHWAY 19 (34TH STREET).
 AG0150
 AG0150                          STATION RECOVERY (2009)
 AG0150
 AG0150'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2009 (BE)
 AG0150'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0151 ***********************************************************************
 AG0151  DESIGNATION -  287
 AG0151  PID         -  AG0151
 AG0151  STATE/COUNTY-  FL/PINELLAS
 AG0151  COUNTRY     -  US
 AG0151  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0151
 AG0151                         *CURRENT SURVEY CONTROL
 AG0151  ______________________________________________________________________
 AG0151* NAD 83(1986) POSITION- 27 48 31.6    (N) 082 40 46.0    (W)   HD_HELD2
 AG0151* NAVD 88 ORTHO HEIGHT -    23.078 (meters)       75.72  (feet) ADJUSTED
 AG0151  ______________________________________________________________________
 AG0151  GEOID HEIGHT    -        -24.520 (meters)                     GEOID18
 AG0151  DYNAMIC HEIGHT  -         23.044 (meters)       75.60  (feet) COMP
 AG0151  MODELED GRAVITY -    979,178.0   (mgal)                       NAVD 88
 AG0151
 AG0151  VERT ORDER      -  SECOND    CLASS II
 AG0151
 AG0151.The horizontal coordinates were established by autonomous hand held GPS
 AG0151.observations and have an estimated accuracy of +/- 10 meters.
 AG0151
 AG0151.The orthometric height was determined by differential leveling and
 AG0151.adjusted by the NATIONAL GEODETIC SURVEY
 AG0151.in June 1991.
 AG0151
 AG0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0151.GEOID18 height accuracy estimate available here.
 AG0151
 AG0151.Click photographs - Photos may exist for this station.
 AG0151
 AG0151.The dynamic height is computed by dividing the NAVD 88
 AG0151.geopotential number by the normal gravity value computed on the
 AG0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0151.degrees latitude (g = 980.6199 gals.).
 AG0151
 AG0151.The modeled gravity was interpolated from observed gravity values.
 AG0151
 AG0151;                    North         East    Units  Estimated Accuracy
 AG0151;SPC FL W     -   385,205.      133,054.      MT  (+/- 10 meters HH2 GPS)
 AG0151
 AG0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3456877151(NAD 83)
 AG0151
 AG0151                          SUPERSEDED SURVEY CONTROL
 AG0151
 AG0151  NGVD 29 (??/??/92)   23.342  (m)           76.58   (f) ADJ UNCH    2 2
 AG0151
 AG0151.Superseded values are not recommended for survey control.
 AG0151
 AG0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0151.See file dsdata.pdf to determine how the superseded data were derived.
 AG0151
 AG0151_MARKER: DD = SURVEY DISK
 AG0151_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0151_SP_SET: CULVERT HEADWALL
 AG0151_STAMPING: 287
 AG0151_MARK LOGO: FLHD
 AG0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0151+STABILITY: SURFACE MOTION
 AG0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0151+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2006
 AG0151
 AG0151  HISTORY     - Date     Condition        Report By
 AG0151  HISTORY     - UNK      MONUMENTED       FLHD
 AG0151  HISTORY     - 1976     GOOD             FLDT
 AG0151  HISTORY     - 20021216 GOOD             USPSQD
 AG0151  HISTORY     - 20060321 GOOD             USPSQD
 AG0151  HISTORY     - 20090112 GOOD             PINCPW
 AG0151
 AG0151                          STATION DESCRIPTION
 AG0151
 AG0151'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0151'0.1 MI N FROM ST PETERSBURG.
 AG0151'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0151'PARK BLVD. (SR 694, 74 AVE).  RUN SOUTHERLY ON U.S. HWY. 19 FOR
 AG0151'2.3 MILE.  STATION ON LEFT, IN THE S.E. CORNER OF OVERPASS.  SET
 AG0151'IN THE TOP OF THE CONCRETE HANDRAIL.  SECTION 2, T31S, R16E.
 AG0151
 AG0151                          STATION RECOVERY (2002)
 AG0151
 AG0151'RECOVERY NOTE BY US POWER SQUADRON 2002 (RLS)
 AG0151'RECOVERED IN GOOD CONDITION.
 AG0151
 AG0151                          STATION RECOVERY (2006)
 AG0151
 AG0151'RECOVERY NOTE BY US POWER SQUADRON 2006 (DRB)
 AG0151'WALK TO THE TOP OF THE EAST WOODEN WALKWAY AND MARKER WILL BE FOUND ON
 AG0151'THE CONCRETE RAIL WEST OF WALKWAY.  MARKER IS ON SOUTH SIDE OF RAIL
 AG0151'TRACKS ADJACENT TO HIGHWAY 19 (34TH STREET).
 AG0151
 AG0151                          STATION RECOVERY (2009)
 AG0151
 AG0151'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2009 (BE)
 AG0151'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2448 ***********************************************************************
 AK2448  DESIGNATION -  287 17 31
 AK2448  PID         -  AK2448
 AK2448  STATE/COUNTY-  FL/BREVARD
 AK2448  COUNTRY     -  US
 AK2448  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2448
 AK2448                         *CURRENT SURVEY CONTROL
 AK2448  ______________________________________________________________________
 AK2448* NAD 83(1986) POSITION- 28 27 06.     (N) 080 33 21.     (W)   SCALED
 AK2448* NAVD 88 ORTHO HEIGHT -     3.57  (+/-2cm)       11.7   (feet) VERTCON3
 AK2448  ______________________________________________________________________
 AK2448  GEOID HEIGHT    -        -28.262 (meters)                     GEOID18
 AK2448  VERT ORDER      -  ? (See Below)
 AK2448
 AK2448.The horizontal coordinates were scaled from a map and have
 AK2448.an estimated accuracy of +/- 6 seconds.
 AK2448
 AK2448.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK2448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK2448
 AK2448.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2448.GEOID18 height accuracy estimate available here.
 AK2448
 AK2448.The vertical order pertains to the NGVD 29 superseded value.
 AK2448
 AK2448.Click photographs - Photos may exist for this station.
 AK2448
 AK2448;                    North         East    Units  Estimated Accuracy
 AK2448;SPC FL E     -   456,340.      243,500.      MT  (+/- 180 meters Scaled)
 AK2448
 AK2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM434473(NAD 83)
 AK2448
 AK2448                          SUPERSEDED SURVEY CONTROL
 AK2448
 AK2448  NGVD 29 (??/??/92)    3.953  (m)           12.97   (f) ADJ UNCH       
 AK2448
 AK2448.Superseded values are not recommended for survey control.
 AK2448
 AK2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2448.See file dsdata.pdf to determine how the superseded data were derived.
 AK2448
 AK2448_MARKER: DD = SURVEY DISK
 AK2448_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK2448_SP_SET: LAUNCH COMPLEX
 AK2448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2448
 AK2448  HISTORY     - Date     Condition        Report By
 AK2448  HISTORY     - UNK      MONUMENTED       CGS
 AK2448  HISTORY     - 1962     GOOD             CGS
 AK2448
 AK2448                          STATION DESCRIPTION
 AK2448
 AK2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AK2448'AT CAPE CANAVERAL.
 AK2448'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2448'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING, IN THE
 AK2448'MINUTEMAN LAUNCH COMPLEX, AND 17 FEET WEST OF THE CENTER OF
 AK2448'LAUNCH RING 31.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2447 ***********************************************************************
 AK2447  DESIGNATION -  287 50 31
 AK2447  PID         -  AK2447
 AK2447  STATE/COUNTY-  FL/BREVARD
 AK2447  COUNTRY     -  US
 AK2447  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2447
 AK2447                         *CURRENT SURVEY CONTROL
 AK2447  ______________________________________________________________________
 AK2447* NAD 83(1986) POSITION- 28 27 05.     (N) 080 33 20.     (W)   SCALED
 AK2447* NAVD 88 ORTHO HEIGHT -     3.59  (+/-2cm)       11.8   (feet) VERTCON3
 AK2447  ______________________________________________________________________
 AK2447  GEOID HEIGHT    -        -28.262 (meters)                     GEOID18
 AK2447  VERT ORDER      -  ? (See Below)
 AK2447
 AK2447.The horizontal coordinates were scaled from a map and have
 AK2447.an estimated accuracy of +/- 6 seconds.
 AK2447
 AK2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK2447
 AK2447.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2447.GEOID18 height accuracy estimate available here.
 AK2447
 AK2447.The vertical order pertains to the NGVD 29 superseded value.
 AK2447
 AK2447.Click photographs - Photos may exist for this station.
 AK2447
 AK2447;                    North         East    Units  Estimated Accuracy
 AK2447;SPC FL E     -   456,310.      243,530.      MT  (+/- 180 meters Scaled)
 AK2447
 AK2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435472(NAD 83)
 AK2447
 AK2447                          SUPERSEDED SURVEY CONTROL
 AK2447
 AK2447  NGVD 29 (??/??/92)    3.976  (m)           13.04   (f) ADJ UNCH       
 AK2447
 AK2447.Superseded values are not recommended for survey control.
 AK2447
 AK2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2447.See file dsdata.pdf to determine how the superseded data were derived.
 AK2447
 AK2447_MARKER: DD = SURVEY DISK
 AK2447_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK2447_SP_SET: LAUNCH COMPLEX
 AK2447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2447
 AK2447  HISTORY     - Date     Condition        Report By
 AK2447  HISTORY     - UNK      MONUMENTED       CGS
 AK2447  HISTORY     - 1962     GOOD             CGS
 AK2447
 AK2447                          STATION DESCRIPTION
 AK2447
 AK2447'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AK2447'AT CAPE CANAVERAL.
 AK2447'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2447'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING, IN THE
 AK2447'MINUTEMAN LAUNCH COMPLEX, AND 50 FEET WEST OF THE CENTER OF
 AK2447'LAUNCH RING 31.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0153 ***********************************************************************
 AG0153  DESIGNATION -  289
 AG0153  PID         -  AG0153
 AG0153  STATE/COUNTY-  FL/PINELLAS
 AG0153  COUNTRY     -  US
 AG0153  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0153
 AG0153                         *CURRENT SURVEY CONTROL
 AG0153  ______________________________________________________________________
 AG0153* NAD 83(1986) POSITION- 27 46 37.     (N) 082 40 47.     (W)   SCALED
 AG0153* NAVD 88 ORTHO HEIGHT -    13.252 (meters)       43.48  (feet) ADJUSTED
 AG0153  ______________________________________________________________________
 AG0153  GEOID HEIGHT    -        -24.477 (meters)                     GEOID18
 AG0153  DYNAMIC HEIGHT  -         13.232 (meters)       43.41  (feet) COMP
 AG0153  MODELED GRAVITY -    979,175.5   (mgal)                       NAVD 88
 AG0153
 AG0153  VERT ORDER      -  SECOND    CLASS II
 AG0153
 AG0153.The horizontal coordinates were scaled from a map and have
 AG0153.an estimated accuracy of +/- 6 seconds.
 AG0153
 AG0153.The orthometric height was determined by differential leveling and
 AG0153.adjusted by the NATIONAL GEODETIC SURVEY
 AG0153.in June 1991.
 AG0153
 AG0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0153.GEOID18 height accuracy estimate available here.
 AG0153
 AG0153.Click photographs - Photos may exist for this station.
 AG0153
 AG0153.The dynamic height is computed by dividing the NAVD 88
 AG0153.geopotential number by the normal gravity value computed on the
 AG0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0153.degrees latitude (g = 980.6199 gals.).
 AG0153
 AG0153.The modeled gravity was interpolated from observed gravity values.
 AG0153
 AG0153;                    North         East    Units  Estimated Accuracy
 AG0153;SPC FL W     -   381,680.      133,010.      MT  (+/- 180 meters Scaled)
 AG0153
 AG0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344736(NAD 83)
 AG0153
 AG0153                          SUPERSEDED SURVEY CONTROL
 AG0153
 AG0153  NGVD 29 (??/??/92)   13.521  (m)           44.36   (f) ADJ UNCH    2 2
 AG0153
 AG0153.Superseded values are not recommended for survey control.
 AG0153
 AG0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0153.See file dsdata.pdf to determine how the superseded data were derived.
 AG0153
 AG0153_MARKER: DD = SURVEY DISK
 AG0153_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0153_SP_SET: INLET
 AG0153_STAMPING: 289
 AG0153_MARK LOGO: FLHD
 AG0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0153+STABILITY: SURFACE MOTION
 AG0153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0153+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 AG0153
 AG0153  HISTORY     - Date     Condition        Report By
 AG0153  HISTORY     - UNK      MONUMENTED       FLHD
 AG0153  HISTORY     - 1976     GOOD             FLDT
 AG0153  HISTORY     - 19990105 GOOD             USPSQD
 AG0153  HISTORY     - 20031204 GOOD             INDIV
 AG0153
 AG0153                          STATION DESCRIPTION
 AG0153
 AG0153'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0153'AT ST PETERSBURG.
 AG0153'THE STATION IS AT THE INTERSECTION OF U.S. HWY. 19 AND 5 AVE. N.
 AG0153'(SR 595).  STATION ON LEFT, 42.5 FT. EAST OF THE CENTERLINE OF
 AG0153'U.S. HWY. 19, 101.8 FT. NORTH OF THE CENTERLINE OF 5 AVE. N.,
 AG0153'49.3 FT. N.N.W. OF A POWER, LIGHT, AND SIGNAL POLE (NO NUMBER).
 AG0153'SET IN THE TOP OF THE CONCRETE INLET.  SECTION 14, T31S, R16E.
 AG0153
 AG0153                          STATION RECOVERY (1999)
 AG0153
 AG0153'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0153'RECOVERED IN GOOD CONDITION.
 AG0153
 AG0153                          STATION RECOVERY (2003)
 AG0153
 AG0153'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003
 AG0153'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH1970 ***********************************************************************
 AH1970  DESIGNATION -  29 15
 AH1970  PID         -  AH1970
 AH1970  STATE/COUNTY-  FL/COLLIER
 AH1970  COUNTRY     -  US
 AH1970  USGS QUAD   -  DEEP LAKE (2018)
 AH1970
 AH1970                         *CURRENT SURVEY CONTROL
 AH1970  ______________________________________________________________________
 AH1970* NAD 83(1986) POSITION- 26 05 59.     (N) 081 20 39.     (W)   SCALED
 AH1970* NAVD 88 ORTHO HEIGHT -     3.637 (meters)       11.93  (feet) ADJUSTED
 AH1970  ______________________________________________________________________
 AH1970  GEOID HEIGHT    -        -24.176 (meters)                     GEOID18
 AH1970  DYNAMIC HEIGHT  -          3.631 (meters)       11.91  (feet) COMP
 AH1970  MODELED GRAVITY -    979,031.2   (mgal)                       NAVD 88
 AH1970
 AH1970  VERT ORDER      -  SECOND    CLASS II
 AH1970
 AH1970.The horizontal coordinates were scaled from a map and have
 AH1970.an estimated accuracy of +/- 6 seconds.
 AH1970
 AH1970.The orthometric height was determined by differential leveling and
 AH1970.adjusted by the NATIONAL GEODETIC SURVEY
 AH1970.in December 2001.
 AH1970
 AH1970.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH1970.GEOID18 height accuracy estimate available here.
 AH1970
 AH1970.Click photographs - Photos may exist for this station.
 AH1970
 AH1970.The dynamic height is computed by dividing the NAVD 88
 AH1970.geopotential number by the normal gravity value computed on the
 AH1970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH1970.degrees latitude (g = 980.6199 gals.).
 AH1970
 AH1970.The modeled gravity was interpolated from observed gravity values.
 AH1970
 AH1970;                    North         East    Units  Estimated Accuracy
 AH1970;SPC FL E     -   195,710.      165,570.      MT  (+/- 180 meters Scaled)
 AH1970
 AH1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ655867(NAD 83)
 AH1970
 AH1970                          SUPERSEDED SURVEY CONTROL
 AH1970
 AH1970.No superseded survey control is available for this station.
 AH1970
 AH1970_MARKER: DD = SURVEY DISK
 AH1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH1970_STAMPING: BM 29-15 1987
 AH1970_MARK LOGO: SFLWMD
 AH1970_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH1970+STABILITY: SURFACE MOTION
 AH1970
 AH1970  HISTORY     - Date     Condition        Report By
 AH1970  HISTORY     - 1987     MONUMENTED       SFLWMD
 AH1970  HISTORY     - 19950106 GOOD             FLDT
 AH1970  HISTORY     - 20140624 MARK NOT FOUND   FL-021
 AH1970
 AH1970                          STATION DESCRIPTION
 AH1970
 AH1970'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1995 (CDM)
 AH1970'STATION IS LOCATED APPROXIMATELY 28.0 MILES (45.1 KM) EAST OF NAPLES,
 AH1970'IS IN EAST SHOULDER OF STATE ROAD 29. TO REACH STATION FROM WEST TOLL
 AH1970'BOOTH ON INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), PROCEED EAST 19.6
 AH1970'MILES (31.5 KM) TO INTERSTATE HIGHWAY 75 AND STATE ROAD 29 OVERPASS,
 AH1970'PROCEED SOUTH 3.9 MILES (6.3 KM) ALONG STATE ROAD 29 TO STATION.
 AH1970'STATION IS RECESSED 1 FOOT,AND IS 1 FOOT (0.3 M) WEST OF A METAL
 AH1970'GUARDRAIL, 14.7 FEET (4.5 M) EAST OF THE CENTER OF STATE ROAD 29 AND
 AH1970'32.5 FEET (9.9 M) SOUTH OF THE PROJECTED CENTER OF A SMALL DRIVEWAY
 AH1970'WITH A CONCRETE CROSSDRAIN.
 AH1970
 AH1970                          STATION RECOVERY (2014)
 AH1970
 AH1970'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AH1970'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1933 ***********************************************************************
 AR1933  DESIGNATION -  29 92 GPS 1
 AR1933  PID         -  AR1933
 AR1933  STATE/COUNTY-  FL/COLUMBIA
 AR1933  COUNTRY     -  US
 AR1933  USGS QUAD   -  HILDRETH (2018)
 AR1933
 AR1933                         *CURRENT SURVEY CONTROL
 AR1933  ______________________________________________________________________
 AR1933* NAD 83(2011) POSITION- 29 56 56.69418(N) 082 45 15.53473(W)   ADJUSTED
 AR1933* NAD 83(2011) ELLIP HT-   -10.472 (meters)        (06/27/12)   ADJUSTED
 AR1933* NAD 83(2011) EPOCH   -  2010.00
 AR1933* NAVD 88 ORTHO HEIGHT -    17.5   (meters)       57.    (feet) VERTCON3
 AR1933  ______________________________________________________________________
 AR1933  GEOID HEIGHT    -        -27.908 (meters)                     GEOID18
 AR1933  NAD 83(2011) X  -    697,601.787 (meters)                     COMP
 AR1933  NAD 83(2011) Y  - -5,486,898.982 (meters)                     COMP
 AR1933  NAD 83(2011) Z  -  3,165,479.065 (meters)                     COMP
 AR1933  LAPLACE CORR    -         -0.54  (seconds)                    DEFLEC18
 AR1933
 AR1933  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AR1933  Standards:
 AR1933         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AR1933            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AR1933  -------------------------------------------------------------------
 AR1933  NETWORK   67.15  69.76          13.46  31.56  35.59      0.98200867
 AR1933  -------------------------------------------------------------------
 AR1933  Click here for local accuracies and other accuracy information.
 AR1933
 AR1933.The horizontal coordinates were established by GPS observations
 AR1933.and adjusted by the National Geodetic Survey in June 2012.
 AR1933
 AR1933.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AR1933.been affixed to the stable North American tectonic plate. See 
 AR1933.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AR1933
 AR1933.The horizontal coordinates are valid at the epoch date displayed above
 AR1933.which is a decimal equivalence of Year/Month/Day.
 AR1933
 AR1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1933
 AR1933.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1933.GEOID18 height accuracy estimate available here.
 AR1933
 AR1933.Click photographs - Photos may exist for this station.
 AR1933
 AR1933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1933
 AR1933.The Laplace correction was computed from DEFLEC18 derived deflections.
 AR1933
 AR1933.The ellipsoidal height was determined by GPS observations
 AR1933.and is referenced to NAD 83.
 AR1933
 AR1933. The following values were computed from the NAD 83(2011) position.
 AR1933
 AR1933;                    North         East     Units Scale Factor Converg.
 AR1933;SPC FL N     -   106,493.096   768,506.494   MT  0.99995564   +0 52 38.1
 AR1933;SPC FL N     -   349,386.10  2,521,341.72   sFT  0.99995564   +0 52 38.1
 AR1933;UTM  17      - 3,314,437.402   330,700.682   MT  0.99995364   -0 52 33.7
 AR1933
 AR1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1933!SPC FL N     -   1.00000164  x   0.99995564  =   0.99995728
 AR1933!UTM  17      -   1.00000164  x   0.99995364  =   0.99995528
 AR1933
 AR1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP3070014437(NAD 83)
 AR1933
 AR1933                          SUPERSEDED SURVEY CONTROL
 AR1933
 AR1933  NAD 83(2007)-  29 56 56.69401(N)    082 45 15.53587(W) AD(2002.00) 0
 AR1933  ELLIP H (02/10/07)  -10.418  (m)                       GP(2002.00)    
 AR1933  NAD 83(1999)-  29 56 56.69484(N)    082 45 15.53417(W) AD(       ) 1
 AR1933  ELLIP H (09/30/02)  -10.477  (m)                       GP(       ) 4 1
 AR1933  NAD 83(1990)-  29 56 56.69338(N)    082 45 15.53385(W) AD(       ) 1
 AR1933  ELLIP H (11/22/93)  -10.422  (m)                       GP(       ) 4 1
 AR1933  NGVD 29 (11/22/93)   17.8    (m)  GEOID93  model used  GPS OBS        
 AR1933
 AR1933.Superseded values are not recommended for survey control.
 AR1933
 AR1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1933.See file dsdata.pdf to determine how the superseded data were derived.
 AR1933
 AR1933_MARKER: DD = SURVEY DISK
 AR1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1933_STAMPING: 29 92 GPS 1
 AR1933_MARK LOGO: FLDT
 AR1933_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1933+STABILITY: SURFACE MOTION
 AR1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1933+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2025
 AR1933
 AR1933  HISTORY     - Date     Condition        Report By
 AR1933  HISTORY     - 1992     MONUMENTED       FLDT
 AR1933  HISTORY     - 20250827 GOOD             PICKET
 AR1933
 AR1933                          STATION DESCRIPTION
 AR1933
 AR1933'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AR1933'STATION IS LOCATED ABOUT 17.5 MILES (28.2 KM) SOUTHWEST OF LAKE CITY
 AR1933'AND 3 MILES (4.8 KM) WEST OF FORT WHITE.
 AR1933'FROM THE INTERSECTION OF U.S. 129 AND U.S 27, GO EAST ALONG U.S. 27
 AR1933'FOR ABOUT 4.6 MILES (7.4 KM) TO THE SUWANNEE-COLUMBIA COUNTY LINE (AT
 AR1933'THE ICHETUCKNEE RIVER), CONTINUE EAST ON U.S. 27 FOR ABOUT 1.85 MILES
 AR1933'(2.98 KM) TO THE STATION, AT ROBERTS ROAD, 119.0 FEET (36.3 M) (36.3
 AR1933'MT) EAST OF THE CENTER OF ROBERTS ROAD, 65.0 FEET (19.8 M) (19.8 MT)
 AR1933'EAST OF GUY POLE NUMBER 7, 53.0 FEET (16.2 M) (16.2 MT) SOUTH OF THE
 AR1933'CENTER OF U.S. 27 AND 3.0 FEET (0.9 M) (0.9 MT) NORTH OF A METAL
 AR1933'WITNESS POST.
 AR1933
 AR1933                          STATION RECOVERY (2025)
 AR1933
 AR1933'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2025 (JCF)
 AR1933'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2563 ***********************************************************************
 AK2563  DESIGNATION -  29 A INSTR BASE 105 T
 AK2563  PID         -  AK2563
 AK2563  STATE/COUNTY-  FL/BREVARD
 AK2563  COUNTRY     -  US
 AK2563  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2563
 AK2563                         *CURRENT SURVEY CONTROL
 AK2563  ______________________________________________________________________
 AK2563* NAD 83(1986) POSITION- 28 25 50.     (N) 080 34 32.     (W)   SCALED
 AK2563* NAVD 88 ORTHO HEIGHT -     3.816 (meters)       12.52  (feet) POSTED
 AK2563  ______________________________________________________________________
 AK2563  GEOID HEIGHT    -        -28.254 (meters)                     GEOID18
 AK2563  DYNAMIC HEIGHT  -          3.81  (meters)       12.5   (feet) COMP
 AK2563  MODELED GRAVITY -    979,224.4   (mgal)                       NAVD 88
 AK2563
 AK2563  VERT ORDER      -  * POSTED, SEE BELOW
 AK2563
 AK2563.The horizontal coordinates were scaled from a map and have
 AK2563.an estimated accuracy of +/- 6 seconds.
 AK2563
 AK2563.The orthometric height was determined by differential leveling
 AK2563.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AK2563
 AK2563.* This is a POSTED BENCH MARK height.
 AK2563
 AK2563.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2563.GEOID18 height accuracy estimate available here.
 AK2563
 AK2563.Click photographs - Photos may exist for this station.
 AK2563
 AK2563.The dynamic height is computed by dividing the NAVD 88
 AK2563.geopotential number by the normal gravity value computed on the
 AK2563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2563.degrees latitude (g = 980.6199 gals.).
 AK2563
 AK2563.The modeled gravity was interpolated from observed gravity values.
 AK2563
 AK2563;                    North         East    Units  Estimated Accuracy
 AK2563;SPC FL E     -   454,000.      241,580.      MT  (+/- 180 meters Scaled)
 AK2563
 AK2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM415449(NAD 83)
 AK2563
 AK2563                          SUPERSEDED SURVEY CONTROL
 AK2563
 AK2563  NGVD 29 (??/??/92)    4.21   (m)           13.8    (f) COMPUTED    1 2
 AK2563
 AK2563.Superseded values are not recommended for survey control.
 AK2563
 AK2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2563.See file dsdata.pdf to determine how the superseded data were derived.
 AK2563
 AK2563_MARKER: Z = SEE DESCRIPTION
 AK2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2563+STABILITY: SURFACE MOTION
 AK2563
 AK2563  HISTORY     - Date     Condition        Report By
 AK2563  HISTORY     - UNK      MONUMENTED       DOD
 AK2563  HISTORY     - 1959     GOOD             CGS
 AK2563  HISTORY     - 1964     GOOD             CGS
 AK2563
 AK2563                          STATION DESCRIPTION
 AK2563
 AK2563'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AK2563'AT CAPE CANAVERAL.
 AK2563'LOCATED AT COMPLEX 29 (NAVY POLARIS LAUNCHING AREA), 123 FEET
 AK2563'WEST OF THE APPROXIMATE CENTER OF A ROAD, 23 FEET SOUTH OF THE
 AK2563'APPROXIMATE CENTER OF A ROAD AND EAST OF PAD 29 A.  THE MARK IS
 AK2563'A 12 X 12 INCH CONCRETE POST WHICH PROJECTS 58 INCHES AND IS
 AK2563'SURROUNDED BY A 10 X 8 FOOT CONCRETE PAD.  THE POINT LEVELED TO
 AK2563'WAS THE TOP AND CENTER OF THE TRIBRACH.
 AK2563
 AK2563                          STATION RECOVERY (1964)
 AK2563
 AK2563'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 AK2563'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2614 ***********************************************************************
 AK2614  DESIGNATION -  29 A INSTR BASE 330 T
 AK2614  PID         -  AK2614
 AK2614  STATE/COUNTY-  FL/BREVARD
 AK2614  COUNTRY     -  US
 AK2614  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2614
 AK2614                         *CURRENT SURVEY CONTROL
 AK2614  ______________________________________________________________________
 AK2614* NAD 83(1986) POSITION- 28 25 48.     (N) 080 34 34.     (W)   SCALED
 AK2614* NAVD 88 ORTHO HEIGHT -     3.782 (meters)       12.41  (feet) POSTED
 AK2614  ______________________________________________________________________
 AK2614  GEOID HEIGHT    -        -28.253 (meters)                     GEOID18
 AK2614  DYNAMIC HEIGHT  -          3.78  (meters)       12.4   (feet) COMP
 AK2614  MODELED GRAVITY -    979,224.3   (mgal)                       NAVD 88
 AK2614
 AK2614  VERT ORDER      -  * POSTED, SEE BELOW
 AK2614
 AK2614.The horizontal coordinates were scaled from a map and have
 AK2614.an estimated accuracy of +/- 6 seconds.
 AK2614
 AK2614.The orthometric height was determined by differential leveling
 AK2614.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AK2614
 AK2614.* This is a POSTED BENCH MARK height.
 AK2614
 AK2614.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2614.GEOID18 height accuracy estimate available here.
 AK2614
 AK2614.Click photographs - Photos may exist for this station.
 AK2614
 AK2614.The dynamic height is computed by dividing the NAVD 88
 AK2614.geopotential number by the normal gravity value computed on the
 AK2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2614.degrees latitude (g = 980.6199 gals.).
 AK2614
 AK2614.The modeled gravity was interpolated from observed gravity values.
 AK2614
 AK2614;                    North         East    Units  Estimated Accuracy
 AK2614;SPC FL E     -   453,930.      241,530.      MT  (+/- 180 meters Scaled)
 AK2614
 AK2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM415449(NAD 83)
 AK2614
 AK2614                          SUPERSEDED SURVEY CONTROL
 AK2614
 AK2614  NGVD 29 (??/??/92)    4.172  (m)           13.69   (f) ADJ UNCH    1 2
 AK2614
 AK2614.Superseded values are not recommended for survey control.
 AK2614
 AK2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2614.See file dsdata.pdf to determine how the superseded data were derived.
 AK2614
 AK2614_MARKER: Z = SEE DESCRIPTION
 AK2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2614+STABILITY: SURFACE MOTION
 AK2614
 AK2614  HISTORY     - Date     Condition        Report By
 AK2614  HISTORY     - 1959     MONUMENTED       DOD
 AK2614  HISTORY     - 1959     GOOD             CGS
 AK2614  HISTORY     - 1964     GOOD             CGS
 AK2614
 AK2614                          STATION DESCRIPTION
 AK2614
 AK2614'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AK2614'AT CAPE CANAVERAL.
 AK2614'LOCATED AT COMPLEX 29 (NAVY POLARIS LAUNCHING AREA), 122 FEET
 AK2614'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF A ROAD, 108 FEET
 AK2614'NORTHEAST OF THE APPROXIMATE CENTER OF A ROAD AND WEST-NORTHWEST
 AK2614'OF PAD 29 A.  THE MARK IS A 12 X 12 INCH CONCRETE POST WHICH
 AK2614'PROJECTS 58 INCHES AND IS SURROUNDED BY A 10 X 8 FOOT CONCRETE
 AK2614'PAD.  THE POINT LEVELED TO WAS THE TOP AND CENTER OF THE TRIBRACH.
 AK2614
 AK2614                          STATION RECOVERY (1964)
 AK2614
 AK2614'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 AK2614'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE5379 ***********************************************************************
 DE5379  DESIGNATION -  29 BRP
 DE5379  PID         -  DE5379
 DE5379  STATE/COUNTY-  FL/PALM BEACH
 DE5379  COUNTRY     -  US
 DE5379  USGS QUAD   -  SHAWANO (2018)
 DE5379
 DE5379                         *CURRENT SURVEY CONTROL
 DE5379  ______________________________________________________________________
 DE5379* NAD 83(1986) POSITION- 26 36 42.7    (N) 080 33 19.6    (W)   HD_HELD2
 DE5379* NAVD 88 ORTHO HEIGHT -     4.880 (meters)       16.01  (feet) ADJUSTED
 DE5379  ______________________________________________________________________
 DE5379  GEOID HEIGHT    -        -25.133 (meters)                     GEOID18
 DE5379  DYNAMIC HEIGHT  -          4.872 (meters)       15.98  (feet) COMP
 DE5379  MODELED GRAVITY -    979,101.5   (mgal)                       NAVD 88
 DE5379
 DE5379  VERT ORDER      -  FIRST     CLASS II
 DE5379
 DE5379.The horizontal coordinates were established by autonomous hand held GPS
 DE5379.observations and have an estimated accuracy of +/- 10 meters.
 DE5379
 DE5379.The orthometric height was determined by differential leveling and
 DE5379.adjusted by the NATIONAL GEODETIC SURVEY
 DE5379.in June 2002.
 DE5379
 DE5379.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE5379.GEOID18 height accuracy estimate available here.
 DE5379
 DE5379.Click photographs - Photos may exist for this station.
 DE5379
 DE5379.The dynamic height is computed by dividing the NAVD 88
 DE5379.geopotential number by the normal gravity value computed on the
 DE5379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5379.degrees latitude (g = 980.6199 gals.).
 DE5379
 DE5379.The modeled gravity was interpolated from observed gravity values.
 DE5379
 DE5379;                    North         East    Units  Estimated Accuracy
 DE5379;SPC FL E     -   252,478.      244,272.      MT  (+/- 10 meters HH2 GPS)
 DE5379
 DE5379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK4425743523(NAD 83)
 DE5379
 DE5379                          SUPERSEDED SURVEY CONTROL
 DE5379
 DE5379.No superseded survey control is available for this station.
 DE5379
 DE5379_MARKER: DD = SURVEY DISK
 DE5379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE5379_SP_SET: RETAINING WALL
 DE5379_STAMPING: 29 BRP 1969
 DE5379_MARK LOGO: USGS
 DE5379_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5379+STABILITY: SURFACE MOTION
 DE5379_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE5379+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2025
 DE5379
 DE5379  HISTORY     - Date     Condition        Report By
 DE5379  HISTORY     - 1969     MONUMENTED       USGS
 DE5379  HISTORY     - 20011101 GOOD             FLDEP
 DE5379  HISTORY     - 20250928 GOOD             GEOCAC
 DE5379
 DE5379                          STATION DESCRIPTION
 DE5379
 DE5379'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DE5379'THE MARK IS ABOUT 9.0 MI SOUTHEAST OF BELLE GLADE, ON THE SOUTHWEST
 DE5379'SIDE OF BROWN'S
 DE5379'FARM ROAD (STATE ROAD 827), IN SECTION 28, TOWNSHIP 44 SOUTH, RANGE 38
 DE5379'EAST.
 DE5379'
 DE5379'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 80 (SOUTH MAIN
 DE5379'STREET) AND STATE HIGHWAY 880 (MARTIN LUTHER KING JR BOULEVARD,
 DE5379'SOUTHEAST AVENUE E) IN BELLE GLADE, GO EASTERLY ON STATE ROAD 880
 DE5379'(MARTIN LUTHER KING JR BOULEVARD, SOUTHEAST AVENUE E) FOR 0.5 MI TO A
 DE5379'SIGNAL LIGHT AT A Y-JUNCTION, BEAR RIGHT AND GO SOUTHEAST ON STATE
 DE5379'ROAD 880 (STATE ROAD 80) FOR 5.4 MI TO THE JUNCTION OF BROWN'S FARM
 DE5379'ROAD (STATE ROAD 827) ON THE RIGHT (JUST BEFORE REACHING A BRIDGE OVER
 DE5379'THE HILLSBORO CANAL AT SIXMILE BEND), BEAR RIGHT ON BROWN'S FARM ROAD
 DE5379'(STATE ROAD 827) AND GO SOUTHEASTERLY ALONG THE SOUTHWEST SIDE OF THE
 DE5379'HILLSBORO CANAL FOR 1.4 MI TO THE JUNCTION OF THE BOLLES CANAL (LEVEE
 DE5379'L-16) ON THE RIGHT, CONTINUE SOUTHWEST ON BROWN'S FARM ROAD (STATE
 DE5379'ROAD 827) FOR 1.55 MI TO THE JUNCTION OF A SUGAR CANE FIELD FARM ROAD
 DE5379'ON THE RIGHT AND THE MARK ON THE
 DE5379'RIGHT, SET FLUSH IN THE TOP OF THE NORTHWEST CONCRETE RETAINING WALL
 DE5379'OF A PUMP STATION 3.0 FT ABOVE THE LEVEL OF THE GROUND AND ABOVE THE
 DE5379'LEVEL OF BROWN'S FARM ROAD (STATE ROAD 827).
 DE5379'
 DE5379'LOCATED 100.5 FT WEST OF THE APPROXIMATE CENTERLINE OF BROWN'S FARM
 DE5379'ROAD, 33.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF A LIMEROCK ROAD
 DE5379'LEADING WEST AND 4.3 FT EAST OF THE WEST END OF THE RETAINING WALL.
 DE5379'
 DE5379
 DE5379                          STATION RECOVERY (2025)
 DE5379
 DE5379'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DE5379'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7096 ***********************************************************************
 AG7096  DESIGNATION -  29 C OF SP
 AG7096  PID         -  AG7096
 AG7096  STATE/COUNTY-  FL/PINELLAS
 AG7096  COUNTRY     -  US
 AG7096  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7096
 AG7096                         *CURRENT SURVEY CONTROL
 AG7096  ______________________________________________________________________
 AG7096* NAD 83(1986) POSITION- 27 44 56.     (N) 082 37 48.     (W)   SCALED
 AG7096* NAVD 88 ORTHO HEIGHT -     2.895 (meters)        9.50  (feet) ADJUSTED
 AG7096  ______________________________________________________________________
 AG7096  GEOID HEIGHT    -        -24.523 (meters)                     GEOID18
 AG7096  DYNAMIC HEIGHT  -          2.890 (meters)        9.48  (feet) COMP
 AG7096  MODELED GRAVITY -    979,171.4   (mgal)                       NAVD 88
 AG7096
 AG7096  VERT ORDER      -  SECOND    CLASS II
 AG7096
 AG7096.The horizontal coordinates were scaled from a map and have
 AG7096.an estimated accuracy of +/- 6 seconds.
 AG7096
 AG7096.The orthometric height was determined by differential leveling and
 AG7096.adjusted by the NATIONAL GEODETIC SURVEY
 AG7096.in June 1991.
 AG7096
 AG7096.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7096.GEOID18 height accuracy estimate available here.
 AG7096
 AG7096.Click photographs - Photos may exist for this station.
 AG7096
 AG7096.The dynamic height is computed by dividing the NAVD 88
 AG7096.geopotential number by the normal gravity value computed on the
 AG7096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7096.degrees latitude (g = 980.6199 gals.).
 AG7096
 AG7096.The modeled gravity was interpolated from observed gravity values.
 AG7096
 AG7096;                    North         East    Units  Estimated Accuracy
 AG7096;SPC FL W     -   378,540.      137,890.      MT  (+/- 180 meters Scaled)
 AG7096
 AG7096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL393704(NAD 83)
 AG7096
 AG7096                          SUPERSEDED SURVEY CONTROL
 AG7096
 AG7096  NGVD 29 (??/??/92)    3.167  (m)           10.39   (f) ADJ UNCH    2 2
 AG7096
 AG7096.Superseded values are not recommended for survey control.
 AG7096
 AG7096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7096.See file dsdata.pdf to determine how the superseded data were derived.
 AG7096
 AG7096_MARKER: DD = SURVEY DISK
 AG7096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7096_PROJECTION: FLUSH
 AG7096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7096+STABILITY: SURFACE MOTION
 AG7096
 AG7096  HISTORY     - Date     Condition        Report By
 AG7096  HISTORY     - UNK      MONUMENTED       FL2730
 AG7096  HISTORY     - 1977     GOOD             FL-103
 AG7096  HISTORY     - 19980321 MARK NOT FOUND   USPSQD
 AG7096  HISTORY     - 20031027 MARK NOT FOUND   USPSQD
 AG7096  HISTORY     - 20080911 GOOD             PINCPW
 AG7096
 AG7096                          STATION DESCRIPTION
 AG7096
 AG7096'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7096'IN ST PETERSBURG.
 AG7096'TO REACH THE STATION FROM THE INTERSECTION OF 4TH ST. N. SR 687 AND
 AG7096'5TH AVE. N. SR 595, RUN SOUTHERLY ON 4TH ST. N. FOR 2.05 MILES TO THE
 AG7096'INTERSECTION OF 22ND AVE. S. TURN LEFT ON 22ND AVE. S. AND RUN
 AG7096'EASTERLY FOR 0.45 MILE TO BEACH DRIVE S.E. STATION ON RIGHT, S.E.
 AG7096'CORNER, 32.5 FT. EAST OF THE CENTERLINE OF BEACH DRIVE S.E., 27.7 FT.
 AG7096'SOUTH OF THE CENTERLINE OF 22ND AVE. S.E., 64.9 FT. W.N.W. OF THE N.W.
 AG7096'CORNER OF A SINGLE STORY BLOCK HOUSE NO NUMBER, 16.5 FT. N.E. OF A
 AG7096'CONCRETE LIGHT POLE NO NUMBER, 11.3 FT. S.E. OF THE BACK OF CURB.
 AG7096'SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.
 AG7096'NO STAMPING ON DISK.
 AG7096
 AG7096                          STATION RECOVERY (1998)
 AG7096
 AG7096'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7096'MARK NOT FOUND.
 AG7096
 AG7096                          STATION RECOVERY (2003)
 AG7096
 AG7096'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG7096'MARK NOT FOUND.
 AG7096
 AG7096                          STATION RECOVERY (2008)
 AG7096
 AG7096'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG7096'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9399 ***********************************************************************
 AC9399  DESIGNATION -  29 CMP
 AC9399  PID         -  AC9399
 AC9399  STATE/COUNTY-  FL/MARION
 AC9399  COUNTRY     -  US
 AC9399  USGS QUAD   -  FORT MCCOY (2018)
 AC9399
 AC9399                         *CURRENT SURVEY CONTROL
 AC9399  ______________________________________________________________________
 AC9399* NAD 83(1986) POSITION- 29 22 05.     (N) 081 56 58.     (W)   SCALED
 AC9399* NAVD 88 ORTHO HEIGHT -    14.150 (meters)       46.42  (feet) ADJUSTED
 AC9399  ______________________________________________________________________
 AC9399  GEOID HEIGHT    -        -28.061 (meters)                     GEOID18
 AC9399  DYNAMIC HEIGHT  -         14.130 (meters)       46.36  (feet) COMP
 AC9399  MODELED GRAVITY -    979,268.1   (mgal)                       NAVD 88
 AC9399
 AC9399  VERT ORDER      -  SECOND    CLASS I
 AC9399
 AC9399.The horizontal coordinates were scaled from a map and have
 AC9399.an estimated accuracy of +/- 6 seconds.
 AC9399
 AC9399.The orthometric height was determined by differential leveling and
 AC9399.adjusted by the NATIONAL GEODETIC SURVEY
 AC9399.in May 2004.
 AC9399
 AC9399.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9399.GEOID18 height accuracy estimate available here.
 AC9399
 AC9399.Click photographs - Photos may exist for this station.
 AC9399
 AC9399.The dynamic height is computed by dividing the NAVD 88
 AC9399.geopotential number by the normal gravity value computed on the
 AC9399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9399.degrees latitude (g = 980.6199 gals.).
 AC9399
 AC9399.The modeled gravity was interpolated from observed gravity values.
 AC9399
 AC9399;                    North         East    Units  Estimated Accuracy
 AC9399;SPC FL W     -   557,820.      204,910.      MT  (+/- 180 meters Scaled)
 AC9399
 AC9399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN078491(NAD 83)
 AC9399
 AC9399                          SUPERSEDED SURVEY CONTROL
 AC9399
 AC9399  NAVD 88 (09/10/97)   14.162  (m)           46.46   (f) SUPERSEDED  2 1
 AC9399
 AC9399.Superseded values are not recommended for survey control.
 AC9399
 AC9399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9399.See file dsdata.pdf to determine how the superseded data were derived.
 AC9399
 AC9399_MARKER: DB = BENCH MARK DISK
 AC9399_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AC9399_STAMPING: 29 CMP 1969 47.4 3
 AC9399_MARK LOGO: USGS
 AC9399_PROJECTION: RECESSED 0 CENTIMETERS
 AC9399_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9399+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 AC9399
 AC9399  HISTORY     - Date     Condition        Report By
 AC9399  HISTORY     - 1969     MONUMENTED       USGS
 AC9399  HISTORY     - 19960727 GOOD             FLDEP
 AC9399  HISTORY     - 20010523 GOOD             FLDEP
 AC9399
 AC9399                          STATION DESCRIPTION
 AC9399
 AC9399'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9399'THE MARK IS ABOUT 1.15 MI (1.85 KM) EAST OF MC COY, 14.05 MI (22.61
 AC9399'KM) WEST OF SALT SPRINGS ON COUNTY ROAD 316 IN SECTION 13, TOWNSHIP 13
 AC9399'SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE POST OFFICE IN FORT
 AC9399'MC COY ON COUNTY ROAD 315, GO SOUTH ON COUNTY ROAD 315 FOR 0.15 MI
 AC9399'(0.24 KM) TO THE INTERSECTION OF COUNTY ROAD 316, TURN LEFT ON COUNTY
 AC9399'ROAD 316 AND GO EAST FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF AN OLD
 AC9399'ROAD ON THE LEFT LEADING NORTH AND THE MARK ON THE LEFT, SET IN TOP OF
 AC9399'A 6-INCH SQUARE PREFABRICATED CONCRETE POST, RECESSED 0.6 FT (18.3 CM)
 AC9399'BELOW THE LEVEL OF THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF
 AC9399'COUNTY ROAD 316,  50.6 FT (15.4 M) NORTH OF THE CENTERLINE OF COUNTY
 AC9399'ROAD 316, 31.2 FT (9.5 M) EAST OF A POWER POLE, 31.0 FT (9.4 M)
 AC9399'SOUTHWEST OF A METAL GATE, 19.3 FT (5.9 M) WEST OF THE APPROXIMATE
 AC9399'CENTERLINE OF A DIRT ROAD LEADING NORTH AND 1.1 FT (0.3 M) EAST OF A
 AC9399'METAL WITNESS POST.
 AC9399
 AC9399                          STATION RECOVERY (2001)
 AC9399
 AC9399'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AC9399'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI3194 ***********************************************************************
 AI3194  DESIGNATION -  29 GAF
 AI3194  PID         -  AI3194
 AI3194  STATE/COUNTY-  FL/MADISON
 AI3194  COUNTRY     -  US
 AI3194  USGS QUAD   -  MADISON (2018)
 AI3194
 AI3194                         *CURRENT SURVEY CONTROL
 AI3194  ______________________________________________________________________
 AI3194* NAD 83(1986) POSITION- 30 29 47.58   (N) 083 22 58.58   (W)   HD_HELD1
 AI3194* NAVD 88 ORTHO HEIGHT -    43.709 (meters)      143.40  (feet) ADJUSTED
 AI3194  ______________________________________________________________________
 AI3194  GEOID HEIGHT    -        -27.985 (meters)                     GEOID18
 AI3194  DYNAMIC HEIGHT  -         43.652 (meters)      143.21  (feet) COMP
 AI3194  MODELED GRAVITY -    979,346.3   (mgal)                       NAVD 88
 AI3194
 AI3194  VERT ORDER      -  SECOND    CLASS I
 AI3194
 AI3194.The horizontal coordinates were determined by differentially corrected
 AI3194.hand held GPS observations or other comparable positioning techniques
 AI3194.and have an estimated accuracy of +/- 3 meters.
 AI3194
 AI3194.The orthometric height was determined by differential leveling and
 AI3194.adjusted by the NATIONAL GEODETIC SURVEY
 AI3194.in May 2001.
 AI3194
 AI3194.No vertical observational check was made to the station.
 AI3194
 AI3194.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3194.GEOID18 height accuracy estimate available here.
 AI3194
 AI3194.Click photographs - Photos may exist for this station.
 AI3194
 AI3194.The dynamic height is computed by dividing the NAVD 88
 AI3194.geopotential number by the normal gravity value computed on the
 AI3194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3194.degrees latitude (g = 980.6199 gals.).
 AI3194
 AI3194.The modeled gravity was interpolated from observed gravity values.
 AI3194
 AI3194;                    North         East    Units  Estimated Accuracy
 AI3194;SPC FL N     -   166,415.8     707,235.0     MT  (+/- 3 meters HH1 GPS) 
 AI3194
 AI3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP7129176223(NAD 83)
 AI3194
 AI3194                          SUPERSEDED SURVEY CONTROL
 AI3194
 AI3194.No superseded survey control is available for this station.
 AI3194
 AI3194_MARKER: DB = BENCH MARK DISK
 AI3194_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AI3194_STAMPING: 29 GAF 1954 144
 AI3194_MARK LOGO: USGS
 AI3194_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3194_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3194_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3194+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1993
 AI3194
 AI3194  HISTORY     - Date     Condition        Report By
 AI3194  HISTORY     - 1954     MONUMENTED       USGS
 AI3194  HISTORY     - 19930313 GOOD             FLDEP
 AI3194
 AI3194                          STATION DESCRIPTION
 AI3194
 AI3194'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI3194'THE MARK IS ABOUT 2.60 MI (4.18 KM) NORTH OF MADISON, 7.20 MI (11.59
 AI3194'KM) SOUTH OF PILNETTA ON STATE HIGHWAY 145 IN SECTION 12, T 1 N, R 9
 AI3194'E. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 90 (BASE
 AI3194'STREET) AND STATE HIGHWAY 145 (DUVAL STREET) IN MADISON, GO NORTH ON
 AI3194'STATE HIGHWAY 145 FOR 0.2 MI (0.3 KM) TO A SHARP RIGHT TURN, TURN
 AI3194'RIGHT AND CONTINUE AHEAD ON STATE HIGHWAY 145 FOR 2.60 MI (4.18 KM) TO
 AI3194'THE MARK ON THE LEFT SET IN THE TOP OF A CONCRETE POST. LOCATED 175.0
 AI3194'FT (53.3 M) SOUTH AND 96.0 FT (29.3 M) WEST OF CENTER OF HIGHWAY AT
 AI3194'PRIVATE DRIVE WEST, 27.0 FT (8.2 M) SOUTH OF T-FENCE WEST AND 1.0 FT
 AI3194'(0.3 M) EAST OF FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0710 ***********************************************************************
 AQ0710  DESIGNATION -  29 JAS
 AQ0710  PID         -  AQ0710
 AQ0710  STATE/COUNTY-  FL/MARION
 AQ0710  COUNTRY     -  US
 AQ0710  USGS QUAD   -  JUNIPER SPRINGS (2018)
 AQ0710
 AQ0710                         *CURRENT SURVEY CONTROL
 AQ0710  ______________________________________________________________________
 AQ0710* NAD 83(1986) POSITION- 29 10 42.0    (N) 081 42 30.8    (W)   HD_HELD2
 AQ0710* NAVD 88 ORTHO HEIGHT -    11.951 (meters)       39.21  (feet) ADJUSTED
 AQ0710  ______________________________________________________________________
 AQ0710  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 AQ0710  DYNAMIC HEIGHT  -         11.935 (meters)       39.16  (feet) COMP
 AQ0710  MODELED GRAVITY -    979,237.9   (mgal)                       NAVD 88
 AQ0710
 AQ0710  VERT ORDER      -  FIRST     CLASS II
 AQ0710
 AQ0710.The horizontal coordinates were established by autonomous hand held GPS
 AQ0710.observations and have an estimated accuracy of +/- 10 meters.
 AQ0710
 AQ0710.The orthometric height was determined by differential leveling and
 AQ0710.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0710.in July 2011.
 AQ0710
 AQ0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0710.GEOID18 height accuracy estimate available here.
 AQ0710
 AQ0710.Click photographs - Photos may exist for this station.
 AQ0710
 AQ0710.The dynamic height is computed by dividing the NAVD 88
 AQ0710.geopotential number by the normal gravity value computed on the
 AQ0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0710.degrees latitude (g = 980.6199 gals.).
 AQ0710
 AQ0710.The modeled gravity was interpolated from observed gravity values.
 AQ0710
 AQ0710;                    North         East    Units  Estimated Accuracy
 AQ0710;SPC FL W     -   536,830.      228,348.      MT  (+/- 10 meters HH2 GPS)
 AQ0710
 AQ0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3110427951(NAD 83)
 AQ0710
 AQ0710                          SUPERSEDED SURVEY CONTROL
 AQ0710
 AQ0710  NAVD 88 (09/10/97)   11.970  (m)           39.27   (f) SUPERSEDED  1 2
 AQ0710  NAVD 88 (06/15/91)   11.941  (m)           39.18   (f) SUPERSEDED  1 2
 AQ0710  NGVD 29 (??/??/92)   12.263  (m)           40.23   (f) ADJ UNCH    1 2
 AQ0710
 AQ0710.Superseded values are not recommended for survey control.
 AQ0710
 AQ0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0710.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0710
 AQ0710_MARKER: DB = BENCH MARK DISK
 AQ0710_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ0710_SP_SET: CULVERT HEADWALL
 AQ0710_STAMPING: 29 JAS 1966 40
 AQ0710_MARK LOGO: USGS
 AQ0710_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0710+STABILITY: SURFACE MOTION
 AQ0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0710+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005
 AQ0710
 AQ0710  HISTORY     - Date     Condition        Report By
 AQ0710  HISTORY     - 1966     MONUMENTED       USGS
 AQ0710  HISTORY     - 1968     GOOD             CGS
 AQ0710  HISTORY     - 1990     GOOD             USPSQD
 AQ0710  HISTORY     - 19960814 GOOD             FLDEP
 AQ0710  HISTORY     - 20040416 GOOD             FLDEP
 AQ0710  HISTORY     - 20050409 GOOD             USPSQD
 AQ0710  HISTORY     - 20050417 GOOD             FLDEP
 AQ0710
 AQ0710                          STATION DESCRIPTION
 AQ0710
 AQ0710'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0710'12 MI W FROM ASTOR.
 AQ0710'ABOUT 12.0 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0710'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, 4.15 MILES
 AQ0710'WEST OF THE INTERSECTION OF STATE HIGHWAY 19, 136 FEET EAST OF
 AQ0710'THE EXTENDED CENTER LINE OF FOREST SERVICE ROAD NO. 65 LEADING
 AQ0710'SOUTH, SET ON THE TOP OF THE WEST END OF THE NORTH CONCRETE
 AQ0710'HEAD WALL FOR A 24-INCH PIPE CULVERT UNDER THE HIGHWAY, 34 FEET
 AQ0710'NORTH OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT BELOW THE
 AQ0710'LEVEL OF THE HIGHWAY.
 AQ0710
 AQ0710                          STATION RECOVERY (1990)
 AQ0710
 AQ0710'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0710'RECOVERED IN GOOD CONDITION.
 AQ0710
 AQ0710                          STATION RECOVERY (1996)
 AQ0710
 AQ0710'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AQ0710'THE MARK IS ABOUT 11.1 MI (17.9 KM) EAST OF LYNNE, 10.7 MI (17.2 KM)
 AQ0710'WEST OF ASTOR IN SECTION 20, TOWNSHIP 15 SOUTH, RANGE 26 EAST. TO
 AQ0710'REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO WEST ON STATE ROAD 40
 AQ0710'FOR 7.05 MI (11.35 KM) TO THE INTERSECTION OF STATE ROAD 19, CONTINUE
 AQ0710'WEST ON STATE ROAD 40 FOR 4.2 MI (6.8 KM) TO THE MARK ON THE RIGHT,
 AQ0710'SET IN THE TOP OF THE NORTHWEST END OF THE CONCRETE CULVERT HEADWALL
 AQ0710'ABOUT 3.5 FT (1.1 M) BELOW THE LEVEL OF STATE ROAD 40. LOCATED 129.7
 AQ0710'FT (39.5 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE DIRT
 AQ0710'ROAD NUMBER 598 (LEADING SOUTH), 33.7 FT (10.3 M) NORTH OF THE
 AQ0710'APPROXIMATE CENTERLINE OF STATE ROAD 40, 22.1 FT (6.7 M) NORTH OF THE
 AQ0710'NORTH EDGE OF THE PAVEMENT OF THE WESTBOUND LANE OF STATE ROAD 40,
 AQ0710'12.8 FT (3.9 M) WEST OF THE EAST END OF THE CULVERT HEADWALL, 0.8 FT
 AQ0710'(24.4 CM) EAST OF THE WEST END OF THE CULVERT HEADWALL AND 0.3 FT (9.1
 AQ0710'CM) NORTH OF A CARSONITE WITNESS POST. NOTE DISK HAS BEEN HIT AND THE
 AQ0710'STAMPING 9 J IS NOT READABLE.
 AQ0710
 AQ0710                          STATION RECOVERY (2004)
 AQ0710
 AQ0710'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ0710'RECOVERED AS DESCRIBED.
 AQ0710
 AQ0710                          STATION RECOVERY (2005)
 AQ0710
 AQ0710'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJM)
 AQ0710'RECOVERED IN GOOD CONDITION.
 AQ0710
 AQ0710                          STATION RECOVERY (2005)
 AQ0710
 AQ0710'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AQ0710'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AQ0710'
 AQ0710'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 40 AND STATE
 AQ0710'ROAD 19 ABOUT 6.0 MI  WEST OF ASTOR, GO WEST ON STATE ROAD 40 FOR 4.2
 AQ0710'MI TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7135 ***********************************************************************
 AL7135  DESIGNATION -  29 RM
 AL7135  PID         -  AL7135
 AL7135  STATE/COUNTY-  FL/HILLSBOROUGH
 AL7135  COUNTRY     -  US
 AL7135  USGS QUAD   -  PLANT CITY EAST (2018)
 AL7135
 AL7135                         *CURRENT SURVEY CONTROL
 AL7135  ______________________________________________________________________
 AL7135* NAD 83(1986) POSITION- 28 01 17.     (N) 082 05 20.     (W)   SCALED
 AL7135* NAVD 88 ORTHO HEIGHT -    44.010 (meters)      144.39  (feet) ADJUSTED
 AL7135  ______________________________________________________________________
 AL7135  GEOID HEIGHT    -        -25.761 (meters)                     GEOID18
 AL7135  DYNAMIC HEIGHT  -         43.945 (meters)      144.18  (feet) COMP
 AL7135  MODELED GRAVITY -    979,174.4   (mgal)                       NAVD 88
 AL7135
 AL7135  VERT ORDER      -  FIRST     CLASS II
 AL7135
 AL7135.The horizontal coordinates were scaled from a map and have
 AL7135.an estimated accuracy of +/- 6 seconds.
 AL7135
 AL7135.The orthometric height was determined by differential leveling and
 AL7135.adjusted by the NATIONAL GEODETIC SURVEY
 AL7135.in June 1991.
 AL7135
 AL7135.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7135.GEOID18 height accuracy estimate available here.
 AL7135
 AL7135.Click photographs - Photos may exist for this station.
 AL7135
 AL7135.The dynamic height is computed by dividing the NAVD 88
 AL7135.geopotential number by the normal gravity value computed on the
 AL7135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7135.degrees latitude (g = 980.6199 gals.).
 AL7135
 AL7135.The modeled gravity was interpolated from observed gravity values.
 AL7135
 AL7135;                    North         East    Units  Estimated Accuracy
 AL7135;SPC FL W     -   408,580.      191,260.      MT  (+/- 180 meters Scaled)
 AL7135
 AL7135_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM929000(NAD 83)
 AL7135
 AL7135                          SUPERSEDED SURVEY CONTROL
 AL7135
 AL7135  NGVD 29 (09/01/92)   44.272  (m)          145.25   (f) ADJUSTED    1 2
 AL7135
 AL7135.Superseded values are not recommended for survey control.
 AL7135
 AL7135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7135.See file dsdata.pdf to determine how the superseded data were derived.
 AL7135
 AL7135_MARKER: DD = SURVEY DISK
 AL7135_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7135_SP_SET: CULVERT HEADWALL
 AL7135_STAMPING: 29 RM 1972 145 FEET
 AL7135_MARK LOGO: USGS
 AL7135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7135+STABILITY: SURFACE MOTION
 AL7135
 AL7135  HISTORY     - Date     Condition        Report By
 AL7135  HISTORY     - 1972     MONUMENTED       USGS
 AL7135  HISTORY     - 1978     GOOD             NGS
 AL7135  HISTORY     - 1987     GOOD             USPSQD
 AL7135
 AL7135                          STATION DESCRIPTION
 AL7135
 AL7135'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AL7135'2.35 MI EAST FROM PLANT CITY.
 AL7135'2.35 MILES EAST ALONG U.S. ROUTE 92 FROM THE POST OFFICE IN PLANT CITY
 AL7135'TO THE MARK ON THE RIGHT, SET IN THE TOP CENTER OF A CONCRETE CULVERT
 AL7135'UNDER HIGHWAY, 165 FEET WEST OF CENTER OF SON KEEN ROAD, 96.7 FEET
 AL7135'NORTH OF THE NORTH RAIL, 37.5 FEET NORTHWEST OF POWER POLE NUMBER
 AL7135'502-83, 20.8 FEET SOUTH OF THE CENTERLINE OF HIGHWAY.
 AL7135'THE MARK IS 4 FT  W FROM A WITNESS POST.
 AL7135'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AL7135
 AL7135                          STATION RECOVERY (1987)
 AL7135
 AL7135'RECOVERY NOTE BY US POWER SQUADRON 1987 (HMD)
 AL7135'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI9280 ***********************************************************************
 AI9280  DESIGNATION -  29 SKS
 AI9280  PID         -  AI9280
 AI9280  STATE/COUNTY-  FL/LAKE
 AI9280  COUNTRY     -  US
 AI9280  USGS QUAD   -  LAKE WOODRUFF (2018)
 AI9280
 AI9280                         *CURRENT SURVEY CONTROL
 AI9280  ______________________________________________________________________
 AI9280* NAD 83(1986) POSITION- 29 00 28.     (N) 081 24 33.     (W)   SCALED
 AI9280* NAVD 88 ORTHO HEIGHT -    10.128 (meters)       33.23  (feet) ADJUSTED
 AI9280  ______________________________________________________________________
 AI9280  GEOID HEIGHT    -        -28.050 (meters)                     GEOID18
 AI9280  DYNAMIC HEIGHT  -         10.114 (meters)       33.18  (feet) COMP
 AI9280  MODELED GRAVITY -    979,243.4   (mgal)                       NAVD 88
 AI9280
 AI9280  VERT ORDER      -  SECOND    CLASS I
 AI9280
 AI9280.The horizontal coordinates were scaled from a map and have
 AI9280.an estimated accuracy of +/- 6 seconds.
 AI9280
 AI9280.The orthometric height was determined by differential leveling and
 AI9280.adjusted by the NATIONAL GEODETIC SURVEY
 AI9280.in April 2001.
 AI9280
 AI9280.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9280.GEOID18 height accuracy estimate available here.
 AI9280
 AI9280.Click photographs - Photos may exist for this station.
 AI9280
 AI9280.The dynamic height is computed by dividing the NAVD 88
 AI9280.geopotential number by the normal gravity value computed on the
 AI9280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9280.degrees latitude (g = 980.6199 gals.).
 AI9280
 AI9280.The modeled gravity was interpolated from observed gravity values.
 AI9280
 AI9280;                    North         East    Units  Estimated Accuracy
 AI9280;SPC FL E     -   517,960.      160,140.      MT  (+/- 180 meters Scaled)
 AI9280
 AI9280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN601089(NAD 83)
 AI9280
 AI9280                          SUPERSEDED SURVEY CONTROL
 AI9280
 AI9280.No superseded survey control is available for this station.
 AI9280
 AI9280_MARKER: DB = BENCH MARK DISK
 AI9280_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AI9280_STAMPING: 29 SKS 1960
 AI9280_MARK LOGO: USGS
 AI9280_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI9280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9280+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1998
 AI9280
 AI9280  HISTORY     - Date     Condition        Report By
 AI9280  HISTORY     - 1960     MONUMENTED       USGS
 AI9280  HISTORY     - 19980423 GOOD             FLDEP
 AI9280
 AI9280                          STATION DESCRIPTION
 AI9280
 AI9280'DESCRIBED BY FL DEPT OF ENV PRO 1998 (LGB)
 AI9280'THE MARK IS ABOUT 23.4 MI (37.7 KM) EAST OF EUSTIS, 6.7 MI (10.8 KM)
 AI9280'WEST OF DELAND, ON THE SOUTH SIDE OF STATE ROAD 42, IN SECTION 38,
 AI9280'TOWNSHIP 17 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE
 AI9280'INTERSECTION OF STATE ROADS 42 AND 44, ABOUT 0.3 MI (0.5 KM) WEST OF
 AI9280'THE ST JOHNS RIVER (COUNTY LINE), GO WEST ON STATE ROAD 42 FOR 1.6 MI
 AI9280'(2.6 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A SQUARE
 AI9280'PREFABRICATED CONCRETE POST PROJECTING 0.6 FT (18.3 CM) ABOVE THE
 AI9280'LEVEL OF THE GROUND AND 0.8 FT (24.4 CM) ABOVE THE LEVEL OF STATE ROAD
 AI9280'42. LOCATED 35.5 FT (10.8 M) SOUTHEAST OF THE CENTERLINE OF STATE ROAD
 AI9280'42, 4.0 FT (1.2 M) NORTHEAST OF A POWER POLE NUMBER ED 269 WITH 3 GUY
 AI9280'WIRES ATTACHED, 1.3 FT (0.4 M) NORTHWEST OF A BARBWIRE FENCE AND 1.0
 AI9280'FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2897 ***********************************************************************
 AD2897  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2897  DESIGNATION -  29.591
 AD2897  PID         -  AD2897
 AD2897  STATE/COUNTY-  FL/PALM BEACH
 AD2897  COUNTRY     -  US
 AD2897  USGS QUAD   -  RIVIERA BEACH (2018)
 AD2897
 AD2897                         *CURRENT SURVEY CONTROL
 AD2897  ______________________________________________________________________
 AD2897* NAD 83(1986) POSITION- 26 49 51.     (N) 080 03 36.     (W)   SCALED
 AD2897* NAVD 88 ORTHO HEIGHT -     8.557 (meters)       28.07  (feet) ADJUSTED
 AD2897  ______________________________________________________________________
 AD2897  GEOID HEIGHT    -        -26.993 (meters)                     GEOID18
 AD2897  DYNAMIC HEIGHT  -          8.543 (meters)       28.03  (feet) COMP
 AD2897  MODELED GRAVITY -    979,106.3   (mgal)                       NAVD 88
 AD2897
 AD2897  VERT ORDER      -  SECOND    CLASS 0
 AD2897
 AD2897.The horizontal coordinates were scaled from a map and have
 AD2897.an estimated accuracy of +/- 6 seconds.
 AD2897
 AD2897.The orthometric height was determined by differential leveling and
 AD2897.adjusted by the NATIONAL GEODETIC SURVEY
 AD2897.in June 1991.
 AD2897
 AD2897.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2897.GEOID18 height accuracy estimate available here.
 AD2897
 AD2897.This Tidal Bench Mark is designated as VM 5595
 AD2897.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2897
 AD2897.Click photographs - Photos may exist for this station.
 AD2897
 AD2897.The dynamic height is computed by dividing the NAVD 88
 AD2897.geopotential number by the normal gravity value computed on the
 AD2897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2897.degrees latitude (g = 980.6199 gals.).
 AD2897
 AD2897.The modeled gravity was interpolated from observed gravity values.
 AD2897
 AD2897;                    North         East    Units  Estimated Accuracy
 AD2897;SPC FL E     -   277,010.      293,440.      MT  (+/- 180 meters Scaled)
 AD2897
 AD2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK934680(NAD 83)
 AD2897
 AD2897                          SUPERSEDED SURVEY CONTROL
 AD2897
 AD2897  NGVD 29 (??/??/92)    9.019  (m)           29.59   (f) SUPERSEDED  2 0
 AD2897  NGVD 29 (09/01/92)    9.019  (m)           29.59   (f) ADJUSTED    2 0
 AD2897
 AD2897.Superseded values are not recommended for survey control.
 AD2897
 AD2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2897.See file dsdata.pdf to determine how the superseded data were derived.
 AD2897
 AD2897_MARKER: DD = SURVEY DISK
 AD2897_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD2897_SP_SET: BRIDGE ABUTMENT
 AD2897_STAMPING: 29.591
 AD2897_MARK LOGO: FLSRD
 AD2897_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2897+SATELLITE: SATELLITE OBSERVATIONS - November 28, 2016
 AD2897
 AD2897  HISTORY     - Date     Condition        Report By
 AD2897  HISTORY     - UNK      MONUMENTED       FLHD
 AD2897  HISTORY     - 1970     GOOD             NGS
 AD2897  HISTORY     - 1973     GOOD             NGS
 AD2897  HISTORY     - 1981     GOOD             FLDNR
 AD2897  HISTORY     - 20010215 POOR             USPSQD
 AD2897  HISTORY     - 20010413 GOOD             GCYI
 AD2897  HISTORY     - 20030308 GOOD             USPSQD
 AD2897  HISTORY     - 20040427 GOOD             USPSQD
 AD2897  HISTORY     - 20050427 GOOD             USPSQD
 AD2897  HISTORY     - 20060331 GOOD             FLDEP
 AD2897  HISTORY     - 20080428 GOOD             FLDT
 AD2897  HISTORY     - 20161128 GOOD             ATKNA
 AD2897  HISTORY     - 20221204 MARK NOT FOUND   GEOCAC
 AD2897
 AD2897                          STATION DESCRIPTION
 AD2897
 AD2897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2897'AT NORTH PALM BEACH.
 AD2897'AT NORTH PALM BEACH, ABOUT 0.3 MILE NORTH ALONG U.S. HIGHWAY
 AD2897'1 FROM THE JUNCTION OF YACHT CLUB DRIVE, SET ON THE TOP OF THE
 AD2897'EAST END OF THE SOUTH CONCRETE ABUTMENT FOR THE HIGHWAY BRIDGE
 AD2897'OVER THE INTRACOASTAL WATERWAY, 18 FEET EAST OF THE CENTER LINE
 AD2897'OF THE NORTHBOUND LANE OF THE HIGHWAY AND 1 FOOT ABOVE THE
 AD2897'LEVEL OF THE HIGHWAY.  IN SECTION 9, R 43 E, T 42 S.
 AD2897
 AD2897                          STATION RECOVERY (1973)
 AD2897
 AD2897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2897'RECOVERED IN GOOD CONDITION.
 AD2897
 AD2897                          STATION RECOVERY (1981)
 AD2897
 AD2897'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2897'RECOVERED IN GOOD CONDITION.
 AD2897
 AD2897                          STATION RECOVERY (2001)
 AD2897
 AD2897'RECOVERY NOTE BY US POWER SQUADRON 2001 (JAT)
 AD2897'NUMBERS NOT READABLE.  LETTERING FINE.
 AD2897
 AD2897                          STATION RECOVERY (2001)
 AD2897
 AD2897'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (PA)
 AD2897'RECOVERED IN GOOD CONDITION.
 AD2897
 AD2897                          STATION RECOVERY (2003)
 AD2897
 AD2897'RECOVERY NOTE BY US POWER SQUADRON 2003 (JAT)
 AD2897'RECOVERED IN GOOD CONDITION.
 AD2897
 AD2897                          STATION RECOVERY (2004)
 AD2897
 AD2897'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2897'RECOVERED IN GOOD CONDITION.
 AD2897
 AD2897                          STATION RECOVERY (2005)
 AD2897
 AD2897'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2897'RECOVERED IN GOOD CONDITION.
 AD2897
 AD2897                          STATION RECOVERY (2006)
 AD2897
 AD2897'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD2897'RECOVERED AS DESCRIBED.   NOTE--THE STAMPING IS NEARLY UNREADABLE.
 AD2897
 AD2897                          STATION RECOVERY (2008)
 AD2897
 AD2897'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2008
 AD2897'RECOVERED IN GOOD CONDITION SOUTH END OF US 1 AND PARKER BRIDGE
 AD2897
 AD2897                          STATION RECOVERY (2016)
 AD2897
 AD2897'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2016 (DWD)
 AD2897'THIS STATION WAS RECOVERED AS PART OF THE SURVEY FOR THE FPL
 AD2897'TRANSMISSION LINES CROSSING THE PARKER BRIDGE 100051017 06.1
 AD2897
 AD2897                          STATION RECOVERY (2022)
 AD2897
 AD2897'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AD2897'THE BRIDGE ABUTMENTS HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2898 ***********************************************************************
 AD2898  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2898  DESIGNATION -  29.958
 AD2898  PID         -  AD2898
 AD2898  STATE/COUNTY-  FL/PALM BEACH
 AD2898  COUNTRY     -  US
 AD2898  USGS QUAD   -  RIVIERA BEACH (2018)
 AD2898
 AD2898                         *CURRENT SURVEY CONTROL
 AD2898  ______________________________________________________________________
 AD2898* NAD 83(1986) POSITION- 26 49 55.     (N) 080 03 36.     (W)   SCALED
 AD2898* NAVD 88 ORTHO HEIGHT -     8.668 (meters)       28.44  (feet) ADJUSTED
 AD2898  ______________________________________________________________________
 AD2898  GEOID HEIGHT    -        -26.999 (meters)                     GEOID18
 AD2898  DYNAMIC HEIGHT  -          8.655 (meters)       28.40  (feet) COMP
 AD2898  MODELED GRAVITY -    979,106.2   (mgal)                       NAVD 88
 AD2898
 AD2898  VERT ORDER      -  SECOND    CLASS 0
 AD2898
 AD2898.The horizontal coordinates were scaled from a map and have
 AD2898.an estimated accuracy of +/- 6 seconds.
 AD2898
 AD2898.The orthometric height was determined by differential leveling and
 AD2898.adjusted by the NATIONAL GEODETIC SURVEY
 AD2898.in June 1991.
 AD2898
 AD2898.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2898.GEOID18 height accuracy estimate available here.
 AD2898
 AD2898.This Tidal Bench Mark is designated as VM 18753
 AD2898.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2898
 AD2898.Click photographs - Photos may exist for this station.
 AD2898
 AD2898.The dynamic height is computed by dividing the NAVD 88
 AD2898.geopotential number by the normal gravity value computed on the
 AD2898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2898.degrees latitude (g = 980.6199 gals.).
 AD2898
 AD2898.The modeled gravity was interpolated from observed gravity values.
 AD2898
 AD2898;                    North         East    Units  Estimated Accuracy
 AD2898;SPC FL E     -   277,130.      293,440.      MT  (+/- 180 meters Scaled)
 AD2898
 AD2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK934681(NAD 83)
 AD2898
 AD2898                          SUPERSEDED SURVEY CONTROL
 AD2898
 AD2898  NGVD 29 (??/??/92)    9.130  (m)           29.95   (f) ADJ UNCH    2 0
 AD2898
 AD2898.Superseded values are not recommended for survey control.
 AD2898
 AD2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2898.See file dsdata.pdf to determine how the superseded data were derived.
 AD2898
 AD2898_MARKER: DD = SURVEY DISK
 AD2898_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD2898_SP_SET: BRIDGE ABUTMENT
 AD2898_STAMPING: 29.958 9396X181
 AD2898_MARK LOGO: FLDT
 AD2898_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2898+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2006
 AD2898
 AD2898  HISTORY     - Date     Condition        Report By
 AD2898  HISTORY     - UNK      MONUMENTED       FLDT
 AD2898  HISTORY     - 1970     GOOD             NGS
 AD2898  HISTORY     - 1973     GOOD             NGS
 AD2898  HISTORY     - 1987     GOOD             USPSQD
 AD2898  HISTORY     - 20010331 GOOD             NGS
 AD2898  HISTORY     - 20020218 GOOD             USPSQD
 AD2898  HISTORY     - 20030310 GOOD             USPSQD
 AD2898  HISTORY     - 20040427 GOOD             USPSQD
 AD2898  HISTORY     - 20050427 GOOD             USPSQD
 AD2898  HISTORY     - 20060331 GOOD             FLDEP
 AD2898  HISTORY     - 20221204 MARK NOT FOUND   GEOCAC
 AD2898
 AD2898                          STATION DESCRIPTION
 AD2898
 AD2898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2898'AT NORTH PALM BEACH.
 AD2898'AT NORTH PALM BEACH, ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY
 AD2898'1 FROM THE JUNCTION OF YACHT CLUB DRIVE, SET IN THE TOP OF THE
 AD2898'WEST END OF THE NORTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE
 AD2898'OVER THE INTRACOASTAL WATERWAY, IN SECTION 9, R 43 E, T 42 S,
 AD2898'ABOUT 0.9 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 AD2898'STATE HIGHWAY A 1 A AT JUNO, 18 FEET WEST OF THE CENTER LINE
 AD2898'OF THE SOUTHBOUND LANE OF THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL
 AD2898'OF THE HIGHWAY.
 AD2898
 AD2898                          STATION RECOVERY (1973)
 AD2898
 AD2898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2898'RECOVERED IN GOOD CONDITION.
 AD2898
 AD2898                          STATION RECOVERY (1987)
 AD2898
 AD2898'RECOVERY NOTE BY US POWER SQUADRON 1987 (JTN)
 AD2898'RECOVERED IN GOOD CONDITION.
 AD2898
 AD2898                          STATION RECOVERY (2001)
 AD2898
 AD2898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD2898'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD2898
 AD2898                          STATION RECOVERY (2002)
 AD2898
 AD2898'RECOVERY NOTE BY US POWER SQUADRON 2002 (JAT)
 AD2898'RECOVERED IN GOOD CONDITION.
 AD2898
 AD2898                          STATION RECOVERY (2003)
 AD2898
 AD2898'RECOVERY NOTE BY US POWER SQUADRON 2003 (JAT)
 AD2898'RECOVERED IN GOOD CONDITION.
 AD2898
 AD2898                          STATION RECOVERY (2004)
 AD2898
 AD2898'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2898'RECOVERED IN GOOD CONDITION.
 AD2898
 AD2898                          STATION RECOVERY (2005)
 AD2898
 AD2898'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2898'RECOVERED IN GOOD CONDITION.
 AD2898
 AD2898                          STATION RECOVERY (2006)
 AD2898
 AD2898'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD2898'RECOVERED AS DESCRIBED.
 AD2898
 AD2898                          STATION RECOVERY (2022)
 AD2898
 AD2898'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AD2898'THE BRIDGE ABUTMENTS HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0157 ***********************************************************************
 AG0157  DESIGNATION -  290
 AG0157  PID         -  AG0157
 AG0157  STATE/COUNTY-  FL/PINELLAS
 AG0157  COUNTRY     -  US
 AG0157  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0157
 AG0157                         *CURRENT SURVEY CONTROL
 AG0157  ______________________________________________________________________
 AG0157* NAD 83(1986) POSITION- 27 45 43.     (N) 082 40 47.     (W)   SCALED
 AG0157* NAVD 88 ORTHO HEIGHT -    11.659 (meters)       38.25  (feet) ADJUSTED
 AG0157  ______________________________________________________________________
 AG0157  GEOID HEIGHT    -        -24.460 (meters)                     GEOID18
 AG0157  DYNAMIC HEIGHT  -         11.642 (meters)       38.20  (feet) COMP
 AG0157  MODELED GRAVITY -    979,174.2   (mgal)                       NAVD 88
 AG0157
 AG0157  VERT ORDER      -  SECOND    CLASS II
 AG0157
 AG0157.The horizontal coordinates were scaled from a map and have
 AG0157.an estimated accuracy of +/- 6 seconds.
 AG0157
 AG0157.The orthometric height was determined by differential leveling and
 AG0157.adjusted by the NATIONAL GEODETIC SURVEY
 AG0157.in June 1991.
 AG0157
 AG0157.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0157.GEOID18 height accuracy estimate available here.
 AG0157
 AG0157.Click photographs - Photos may exist for this station.
 AG0157
 AG0157.The dynamic height is computed by dividing the NAVD 88
 AG0157.geopotential number by the normal gravity value computed on the
 AG0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0157.degrees latitude (g = 980.6199 gals.).
 AG0157
 AG0157.The modeled gravity was interpolated from observed gravity values.
 AG0157
 AG0157;                    North         East    Units  Estimated Accuracy
 AG0157;SPC FL W     -   380,020.      133,000.      MT  (+/- 180 meters Scaled)
 AG0157
 AG0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344719(NAD 83)
 AG0157
 AG0157                          SUPERSEDED SURVEY CONTROL
 AG0157
 AG0157  NGVD 29 (??/??/92)   11.932  (m)           39.15   (f) ADJ UNCH    2 2
 AG0157
 AG0157.Superseded values are not recommended for survey control.
 AG0157
 AG0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0157.See file dsdata.pdf to determine how the superseded data were derived.
 AG0157
 AG0157_MARKER: DD = SURVEY DISK
 AG0157_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0157_SP_SET: INLET
 AG0157_STAMPING: 290
 AG0157_MARK LOGO: FLHD
 AG0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0157+STABILITY: SURFACE MOTION
 AG0157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0157+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2004
 AG0157
 AG0157  HISTORY     - Date     Condition        Report By
 AG0157  HISTORY     - UNK      MONUMENTED       FLHD
 AG0157  HISTORY     - 1976     GOOD             FLDT
 AG0157  HISTORY     - 19970310 GOOD             USPSQD
 AG0157  HISTORY     - 20041101 GOOD             USPSQD
 AG0157  HISTORY     - 20090112 GOOD             PINCPW
 AG0157
 AG0157                          STATION DESCRIPTION
 AG0157
 AG0157'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0157'AT ST PETERSBURG.
 AG0157'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0157'5 AVE. N. (SR 595).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.10 MILE.
 AG0157'STATION ON LEFT, 42.5 EAST OF THE CENTERLINE OF U.S. HWY. 19,
 AG0157'138.5 FT. SOUTH OF THE EXTENDED CENTERLINE OF 8 AVE. SOUTH, 16.0
 AG0157'FT. S.S.W. OF METAL POWER AND LIGHT POLE (NO NUMBER).  SET IN THE
 AG0157'TOP OF A CONCRETE INLET.  SECTION 26, T31S, R16E.
 AG0157
 AG0157                          STATION RECOVERY (1997)
 AG0157
 AG0157'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0157'RECOVERED IN GOOD CONDITION.
 AG0157
 AG0157                          STATION RECOVERY (2004)
 AG0157
 AG0157'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG0157'CHANGE TEXT TO READ  ...CENTERLINE OF US HWY 19, APPROX 50 FEET
 AG0157'SOUTH...
 AG0157
 AG0157                          STATION RECOVERY (2009)
 AG0157
 AG0157'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2009 (BE)
 AG0157'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0469 ***********************************************************************
 AS0469  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0469  DESIGNATION -  290841 AA 1
 AS0469  PID         -  AS0469
 AS0469  STATE/COUNTY-  FL/FRANKLIN
 AS0469  COUNTRY     -  US
 AS0469  USGS QUAD   -  SAINT TERESA (2018)
 AS0469
 AS0469                         *CURRENT SURVEY CONTROL
 AS0469  ______________________________________________________________________
 AS0469* NAD 83(1986) POSITION- 29 54 13.     (N) 084 24 58.     (W)   SCALED
 AS0469* NAVD 88 ORTHO HEIGHT -     1.139 (meters)        3.74  (feet) ADJUSTED
 AS0469  ______________________________________________________________________
 AS0469  GEOID HEIGHT    -        -27.236 (meters)                     GEOID18
 AS0469  DYNAMIC HEIGHT  -          1.137 (meters)        3.73  (feet) COMP
 AS0469  MODELED GRAVITY -    979,325.4   (mgal)                       NAVD 88
 AS0469
 AS0469  VERT ORDER      -  SECOND    CLASS I
 AS0469
 AS0469.The horizontal coordinates were scaled from a map and have
 AS0469.an estimated accuracy of +/- 6 seconds.
 AS0469
 AS0469.The orthometric height was determined by differential leveling and
 AS0469.adjusted by the NATIONAL GEODETIC SURVEY
 AS0469.in June 1991.
 AS0469
 AS0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0469.GEOID18 height accuracy estimate available here.
 AS0469
 AS0469.This Tidal Bench Mark is designated as VM 9799
 AS0469.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0469
 AS0469.Click photographs - Photos may exist for this station.
 AS0469
 AS0469.The dynamic height is computed by dividing the NAVD 88
 AS0469.geopotential number by the normal gravity value computed on the
 AS0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0469.degrees latitude (g = 980.6199 gals.).
 AS0469
 AS0469.The modeled gravity was interpolated from observed gravity values.
 AS0469
 AS0469;                    North         East    Units  Estimated Accuracy
 AS0469;SPC FL N     -   100,170.      608,100.      MT  (+/- 180 meters Scaled)
 AS0469
 AS0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU494109(NAD 83)
 AS0469
 AS0469                          SUPERSEDED SURVEY CONTROL
 AS0469
 AS0469.No superseded survey control is available for this station.
 AS0469
 AS0469_MARKER: DD = SURVEY DISK
 AS0469_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0469_STAMPING: 290841 AA 1
 AS0469_MARK LOGO: FLDNR
 AS0469_PROJECTION: FLUSH
 AS0469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0469_ROD/PIPE-DEPTH: 7.32 meters
 AS0469
 AS0469  HISTORY     - Date     Condition        Report By
 AS0469  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0469  HISTORY     - 1979     GOOD             FLDNR
 AS0469  HISTORY     - 1986     GOOD             FLDNR
 AS0469  HISTORY     - 19980424 GOOD             USPSQD
 AS0469  HISTORY     - 20120905 MARK NOT FOUND   FLDEP
 AS0469
 AS0469                          STATION DESCRIPTION
 AS0469
 AS0469'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0469'10.0 MI SOUTH FROM PANACEA.
 AS0469'BEGIN AT THE INTERSECTION OF CR 370 AND US 98. PROCEED 8.6 MILES SOUTH
 AS0469'AND WEST ON CR 370 TO THE MARK. THE MARK BEARS 18.5 FEET NORTH OF
 AS0469'CR 370 CENTERLINE, 5.3 FEET EAST OF POWER POLE NUMBER 043416-113278,
 AS0469'AND 105.5 FEET EAST NORTHEAST OF TELEPHONE CABLE BOX 121.
 AS0469'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AS0469
 AS0469                          STATION RECOVERY (1986)
 AS0469
 AS0469'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0469'RECOVERED IN GOOD CONDITION.
 AS0469
 AS0469                          STATION RECOVERY (1998)
 AS0469
 AS0469'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0469'RECOVERED IN GOOD CONDITION.
 AS0469
 AS0469                          STATION RECOVERY (2012)
 AS0469
 AS0469'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (RPB)
 AS0469'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0468 ***********************************************************************
 AS0468  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0468  DESIGNATION -  290841 AA 2
 AS0468  PID         -  AS0468
 AS0468  STATE/COUNTY-  FL/FRANKLIN
 AS0468  COUNTRY     -  US
 AS0468  USGS QUAD   -  SAINT TERESA (2018)
 AS0468
 AS0468                         *CURRENT SURVEY CONTROL
 AS0468  ______________________________________________________________________
 AS0468* NAD 83(1986) POSITION- 29 54 13.     (N) 084 24 56.     (W)   SCALED
 AS0468* NAVD 88 ORTHO HEIGHT -     1.470 (meters)        4.82  (feet) ADJUSTED
 AS0468  ______________________________________________________________________
 AS0468  GEOID HEIGHT    -        -27.236 (meters)                     GEOID18
 AS0468  DYNAMIC HEIGHT  -          1.468 (meters)        4.82  (feet) COMP
 AS0468  MODELED GRAVITY -    979,325.4   (mgal)                       NAVD 88
 AS0468
 AS0468  VERT ORDER      -  SECOND    CLASS I
 AS0468
 AS0468.The horizontal coordinates were scaled from a map and have
 AS0468.an estimated accuracy of +/- 6 seconds.
 AS0468
 AS0468.The orthometric height was determined by differential leveling and
 AS0468.adjusted by the NATIONAL GEODETIC SURVEY
 AS0468.in June 1991.
 AS0468
 AS0468.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0468.GEOID18 height accuracy estimate available here.
 AS0468
 AS0468.This Tidal Bench Mark is designated as VM 9800
 AS0468.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0468
 AS0468.Click photographs - Photos may exist for this station.
 AS0468
 AS0468.The dynamic height is computed by dividing the NAVD 88
 AS0468.geopotential number by the normal gravity value computed on the
 AS0468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0468.degrees latitude (g = 980.6199 gals.).
 AS0468
 AS0468.The modeled gravity was interpolated from observed gravity values.
 AS0468
 AS0468;                    North         East    Units  Estimated Accuracy
 AS0468;SPC FL N     -   100,170.      608,160.      MT  (+/- 180 meters Scaled)
 AS0468
 AS0468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU495109(NAD 83)
 AS0468
 AS0468                          SUPERSEDED SURVEY CONTROL
 AS0468
 AS0468.No superseded survey control is available for this station.
 AS0468
 AS0468_MARKER: DD = SURVEY DISK
 AS0468_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0468_STAMPING: 290841 AA 2 1975
 AS0468_MARK LOGO: FLDNR
 AS0468_PROJECTION: PROJECTING 13 CENTIMETERS
 AS0468_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0468_ROD/PIPE-DEPTH: 14.6 meters
 AS0468
 AS0468  HISTORY     - Date     Condition        Report By
 AS0468  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0468  HISTORY     - 1979     GOOD             FLDNR
 AS0468  HISTORY     - 1986     GOOD             FLDNR
 AS0468  HISTORY     - 19980424 MARK NOT FOUND   USPSQD
 AS0468  HISTORY     - 20120905 MARK NOT FOUND   FLDEP
 AS0468
 AS0468                          STATION DESCRIPTION
 AS0468
 AS0468'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0468'10.0 MI SOUTH FROM PANACEA.
 AS0468'BEGIN AT THE INTERSECTION OF CR 370 AND US 98. PROCEED 8.5 MILES SOUTH
 AS0468'AND WEST ON CR 370 TO THE MARK, WHICH BEARS 21.7 FEET NORTH OF CR 370
 AS0468'CENTERLINE, 18.8 FEET EAST NORTHEAST OF POWER POLE NUMBER
 AS0468'043490-113290, AND 2 FEET SOUTH OF A WOOD FENCE.
 AS0468'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AS0468
 AS0468                          STATION RECOVERY (1986)
 AS0468
 AS0468'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0468'RECOVERED IN GOOD CONDITION.
 AS0468
 AS0468                          STATION RECOVERY (1998)
 AS0468
 AS0468'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0468'MARK NOT FOUND.
 AS0468
 AS0468                          STATION RECOVERY (2012)
 AS0468
 AS0468'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (RPB)
 AS0468'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0470 ***********************************************************************
 AS0470  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0470  DESIGNATION -  290841 AA 4
 AS0470  PID         -  AS0470
 AS0470  STATE/COUNTY-  FL/FRANKLIN
 AS0470  COUNTRY     -  US
 AS0470  USGS QUAD   -  SAINT TERESA (2018)
 AS0470
 AS0470                         *CURRENT SURVEY CONTROL
 AS0470  ______________________________________________________________________
 AS0470* NAD 83(1986) POSITION- 29 54 19.19   (N) 084 25 01.63   (W)   HD_HELD1
 AS0470* NAVD 88 ORTHO HEIGHT -     1.112 (meters)        3.65  (feet) ADJUSTED
 AS0470  ______________________________________________________________________
 AS0470  GEOID HEIGHT    -        -27.235 (meters)                     GEOID18
 AS0470  DYNAMIC HEIGHT  -          1.111 (meters)        3.65  (feet) COMP
 AS0470  MODELED GRAVITY -    979,325.6   (mgal)                       NAVD 88
 AS0470
 AS0470  VERT ORDER      -  FIRST     CLASS II
 AS0470
 AS0470.The horizontal coordinates were determined by differentially corrected
 AS0470.hand held GPS observations or other comparable positioning techniques
 AS0470.and have an estimated accuracy of +/- 3 meters.
 AS0470
 AS0470.The orthometric height was determined by differential leveling and
 AS0470.adjusted by the NATIONAL GEODETIC SURVEY
 AS0470.in January 2014.
 AS0470
 AS0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0470.GEOID18 height accuracy estimate available here.
 AS0470
 AS0470.This Tidal Bench Mark is designated as VM 9801
 AS0470.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0470
 AS0470.Click photographs - Photos may exist for this station.
 AS0470
 AS0470.The dynamic height is computed by dividing the NAVD 88
 AS0470.geopotential number by the normal gravity value computed on the
 AS0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0470.degrees latitude (g = 980.6199 gals.).
 AS0470
 AS0470.The modeled gravity was interpolated from observed gravity values.
 AS0470
 AS0470;                    North         East    Units  Estimated Accuracy
 AS0470;SPC FL N     -   100,356.3     608,004.1     MT  (+/- 3 meters HH1 GPS) 
 AS0470
 AS0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU4939111099(NAD 83)
 AS0470
 AS0470                          SUPERSEDED SURVEY CONTROL
 AS0470
 AS0470  NAVD 88 (09/06/96)    1.110  (m)            3.64   (f) SUPERSEDED  2 1
 AS0470  NAVD 88 (06/15/91)    1.114  (m)            3.65   (f) SUPERSEDED  2 1
 AS0470
 AS0470.Superseded values are not recommended for survey control.
 AS0470
 AS0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0470.See file dsdata.pdf to determine how the superseded data were derived.
 AS0470
 AS0470_MARKER: DJ = TIDAL STATION DISK
 AS0470_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0470_SP_SET: SEAWALL
 AS0470_STAMPING: 290841-AA-4 1975
 AS0470_MARK LOGO: FLDNR
 AS0470_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0470+STABILITY: SURFACE MOTION
 AS0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0470+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2018
 AS0470
 AS0470  HISTORY     - Date     Condition        Report By
 AS0470  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0470  HISTORY     - 1979     GOOD             FLDNR
 AS0470  HISTORY     - 1986     GOOD             FLDNR
 AS0470  HISTORY     - 19980424 GOOD             USPSQD
 AS0470  HISTORY     - 20121109 GOOD             FLDEP
 AS0470  HISTORY     - 20171230 GOOD             FLDEP
 AS0470  HISTORY     - 20180531 GOOD             FLDEP
 AS0470
 AS0470                          STATION DESCRIPTION
 AS0470
 AS0470'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0470'10.0 MI SOUTH FROM PANACEA.
 AS0470'BEGIN AT THE INTERSECTION OF CR 370 AND US 98. PROCEED 8.5 MILES SOUTH
 AS0470'AND WEST ALONG CR 370 TO FENN MARINA, THEN NORTH ALONG WEST SIDE OF
 AS0470'MARINA TO THE TACKLE SHOP. THE MARK BEARS 1.15 FEET SOUTHWEST OF THE
 AS0470'NORTHEAST CORNER OF THE SEAWALL, 4.6 FEET NORTHEAST OF A 10 INCH
 AS0470'DIAMETER PALM TREE, AND 81 FEET NORTHWEST OF A LIGHT POLE.
 AS0470
 AS0470                          STATION RECOVERY (1986)
 AS0470
 AS0470'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0470'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK WAS
 AS0470'ORIGINALLY STAMPED 290841 AA 1975.
 AS0470
 AS0470                          STATION RECOVERY (1998)
 AS0470
 AS0470'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0470'RECOVERED IN GOOD CONDITION.
 AS0470
 AS0470                          STATION RECOVERY (2012)
 AS0470
 AS0470'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (RPB)
 AS0470'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AS0470'
 AS0470'THE MARK IS ABOUT 11.5 MI (18.5 KM) SOUTH-SOUTHEAST OF SOPCHOPPY, 8.4
 AS0470'MI (13.5 KM) SOUTHEAST OF MCINTYRE, 2.8 MI (4.5 KM) SOUTHEAST OF SAINT
 AS0470'TERESA, IN SECTION 3, TOWNSHIP 7 SOUTH, RANGE 2 WEST.
 AS0470'
 AS0470'TO REACH THE MARK FROM THE POST OFFICE IN PANACEA, GO SOUTH ON U.S.
 AS0470'HIGHWAY 98 FOR 5.35 MI (8.6 KM) TO THE SOUTH END OF THE BRIDGE OVER
 AS0470'OCHLOCKONEE BAY.  CONTINUE SOUTH ON U.S. HIGHWAY 98 FOR 1.25 MI (2.0
 AS0470'KM) TO THE JUNCTION OF ALLIGATOR DRIVE ON THE LEFT.  TURN LEFT ON
 AS0470'ALLIGATOR DRIVE AND GO SOUTHEAST FOR 3.9 MI (6.3 KM) TO THE JUNCTION
 AS0470'OF BALD POINT ROAD ON THE LEFT.  CONTINUE SOUTH AND WEST ON ALLIGATOR
 AS0470'DRIVE FOR 4.6 MI (7.4 KM) TO THE DRIVEWAY OF THE ALLIGATOR POINT YACHT
 AS0470'BASIN ON THE RIGHT.  TURN RIGHT ON THE DRIVEWAY FOR THE ALLIGATOR
 AS0470'POINT YACHT BASIN AND GO NORTH FOR 0.1 MI (0.2 KM) TO A PARKING AREA
 AS0470'AND THE MARK, SET IN THE TOP OF THE NORTHEAST CORNER OF THE SEAWALL.
 AS0470
 AS0470                          STATION RECOVERY (2017)
 AS0470
 AS0470'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (DMP)
 AS0470'RECOVERED IN GOOD CONDITION.
 AS0470
 AS0470                          STATION RECOVERY (2018)
 AS0470
 AS0470'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AS0470'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0471 ***********************************************************************
 AS0471  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0471  DESIGNATION -  290841 AA 5
 AS0471  PID         -  AS0471
 AS0471  STATE/COUNTY-  FL/FRANKLIN
 AS0471  COUNTRY     -  US
 AS0471  USGS QUAD   -  SAINT TERESA (2018)
 AS0471
 AS0471                         *CURRENT SURVEY CONTROL
 AS0471  ______________________________________________________________________
 AS0471* NAD 83(1986) POSITION- 29 54 18.38   (N) 084 25 03.26   (W)   HD_HELD1
 AS0471* NAVD 88 ORTHO HEIGHT -     1.161 (meters)        3.81  (feet) ADJUSTED
 AS0471  ______________________________________________________________________
 AS0471  GEOID HEIGHT    -        -27.234 (meters)                     GEOID18
 AS0471  DYNAMIC HEIGHT  -          1.159 (meters)        3.80  (feet) COMP
 AS0471  MODELED GRAVITY -    979,325.5   (mgal)                       NAVD 88
 AS0471
 AS0471  VERT ORDER      -  FIRST     CLASS II
 AS0471
 AS0471.The horizontal coordinates were determined by differentially corrected
 AS0471.hand held GPS observations or other comparable positioning techniques
 AS0471.and have an estimated accuracy of +/- 3 meters.
 AS0471
 AS0471.The orthometric height was determined by differential leveling and
 AS0471.adjusted by the NATIONAL GEODETIC SURVEY
 AS0471.in March 2020.
 AS0471
 AS0471.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0471.GEOID18 height accuracy estimate available here.
 AS0471
 AS0471.This Tidal Bench Mark is designated as VM 9802
 AS0471.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0471
 AS0471.Click photographs - Photos may exist for this station.
 AS0471
 AS0471.The dynamic height is computed by dividing the NAVD 88
 AS0471.geopotential number by the normal gravity value computed on the
 AS0471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0471.degrees latitude (g = 980.6199 gals.).
 AS0471
 AS0471.The modeled gravity was interpolated from observed gravity values.
 AS0471
 AS0471;                    North         East    Units  Estimated Accuracy
 AS0471;SPC FL N     -   100,331.4     607,960.4     MT  (+/- 3 meters HH1 GPS) 
 AS0471
 AS0471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU4934811073(NAD 83)
 AS0471
 AS0471                          SUPERSEDED SURVEY CONTROL
 AS0471
 AS0471  NAVD 88 (01/02/14)    1.162  (m)            3.81   (f) SUPERSEDED  2 1
 AS0471  NAVD 88 (06/15/91)    1.158  (m)            3.80   (f) SUPERSEDED  2 1
 AS0471
 AS0471.Superseded values are not recommended for survey control.
 AS0471
 AS0471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0471.See file dsdata.pdf to determine how the superseded data were derived.
 AS0471
 AS0471_MARKER: DJ = TIDAL STATION DISK
 AS0471_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0471_SP_SET: SEAWALL
 AS0471_STAMPING: 290841-AA-5 1975
 AS0471_MARK LOGO: FLDNR
 AS0471_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0471+STABILITY: SURFACE MOTION
 AS0471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0471+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2018
 AS0471
 AS0471  HISTORY     - Date     Condition        Report By
 AS0471  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0471  HISTORY     - 1979     GOOD             FLDNR
 AS0471  HISTORY     - 1986     GOOD             FLDNR
 AS0471  HISTORY     - 19980424 GOOD             USPSQD
 AS0471  HISTORY     - 20121109 GOOD             FLDEP
 AS0471  HISTORY     - 20171230 GOOD             FLDEP
 AS0471  HISTORY     - 20180531 GOOD             FLDEP
 AS0471
 AS0471                          STATION DESCRIPTION
 AS0471
 AS0471'DESCRIBED BY FL DEPT OF NAT RES 1979
 AS0471'10.0 MI SOUTH FROM PANACEA.
 AS0471'BEGIN AT THE INTERSECTION OF CR 370 AND US 98. PROCEED SOUTH AND WEST
 AS0471'8.5 MILES ON CR 370 TO FENN MARINA, THEN NORTH ALONG THE WEST SIDE OF
 AS0471'THE MARINA TO THE TACKLE SHOP. THE MARK BEARS 28 FEET SOUTHWEST OF THE
 AS0471'SOUTHWEST CORNER OF TACKLE SHOP, 4.1 FEET WEST OF A GAS PUMP, AND 1.3
 AS0471'FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE SEAWALL.
 AS0471
 AS0471                          STATION RECOVERY (1986)
 AS0471
 AS0471'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AS0471'RECOVERED IN GOOD CONDITION.
 AS0471
 AS0471                          STATION RECOVERY (1998)
 AS0471
 AS0471'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0471'RECOVERED IN GOOD CONDITION.
 AS0471
 AS0471                          STATION RECOVERY (2012)
 AS0471
 AS0471'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (RPB)
 AS0471'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AS0471'
 AS0471'THE MARK IS ABOUT 11.5 MI (18.5 KM) SOUTH-SOUTHEAST OF SOPCHOPPY, 8.4
 AS0471'MI (13.5 KM) SOUTHEAST OF MCINTYRE, 2.8 MI (4.5 KM) SOUTHEAST OF SAINT
 AS0471'TERESA, IN SECTION 3, TOWNSHIP 7 SOUTH, RANGE 2 WEST.
 AS0471'
 AS0471'TO REACH THE MARK FROM THE POST OFFICE IN PANACEA, GO SOUTH ON U.S.
 AS0471'HIGHWAY 98 FOR 5.35 MI (8.6 KM) TO THE SOUTH END OF THE BRIDGE OVER
 AS0471'OCHLOCKONEE BAY.  CONTINUE SOUTH ON U.S. HIGHWAY 98 FOR 1.25 MI (2.0
 AS0471'KM) TO THE JUNCTION OF ALLIGATOR DRIVE ON THE LEFT.  TURN LEFT ON
 AS0471'ALLIGATOR DRIVE AND GO SOUTHEAST FOR 3.9 MI (6.3 KM) TO THE JUNCTION
 AS0471'OF BALD POINT ROAD ON THE LEFT.  CONTINUE SOUTH AND WEST ON ALLIGATOR
 AS0471'DRIVE FOR 4.6 MI (7.4 KM) TO THE DRIVEWAY OF THE ALLIGATOR POINT YACHT
 AS0471'BASIN ON THE RIGHT.  TURN RIGHT ON THE DRIVEWAY FOR THE ALLIGATOR
 AS0471'POINT YACHT BASIN AND GO NORTH FOR 0.1 MI (0.2 KM) TO A PARKING AREA
 AS0471'AND THE MARK, SET IN THE TOP OF THE SOUTHWEST CORNER OF THE SEAWALL.
 AS0471
 AS0471                          STATION RECOVERY (2017)
 AS0471
 AS0471'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (DMP)
 AS0471'RECOVERED IN GOOD CONDITION.
 AS0471
 AS0471                          STATION RECOVERY (2018)
 AS0471
 AS0471'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AS0471'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0504 ***********************************************************************
 AS0504  DESIGNATION -  290841 AB 1
 AS0504  PID         -  AS0504
 AS0504  STATE/COUNTY-  FL/WAKULLA
 AS0504  COUNTRY     -  US
 AS0504  USGS QUAD   -  SAINT TERESA (2018)
 AS0504
 AS0504                         *CURRENT SURVEY CONTROL
 AS0504  ______________________________________________________________________
 AS0504* NAD 83(1986) POSITION- 29 59 27.     (N) 084 25 52.     (W)   SCALED
 AS0504* NAVD 88 ORTHO HEIGHT -     2.663 (meters)        8.74  (feet) ADJUSTED
 AS0504  ______________________________________________________________________
 AS0504  GEOID HEIGHT    -        -27.253 (meters)                     GEOID18
 AS0504  DYNAMIC HEIGHT  -          2.660 (meters)        8.73  (feet) COMP
 AS0504  MODELED GRAVITY -    979,334.7   (mgal)                       NAVD 88
 AS0504
 AS0504  VERT ORDER      -  SECOND    CLASS I
 AS0504
 AS0504.The horizontal coordinates were scaled from a map and have
 AS0504.an estimated accuracy of +/- 6 seconds.
 AS0504
 AS0504.The orthometric height was determined by differential leveling and
 AS0504.adjusted by the NATIONAL GEODETIC SURVEY
 AS0504.in June 1991.
 AS0504
 AS0504.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0504.GEOID18 height accuracy estimate available here.
 AS0504
 AS0504.Click photographs - Photos may exist for this station.
 AS0504
 AS0504.The dynamic height is computed by dividing the NAVD 88
 AS0504.geopotential number by the normal gravity value computed on the
 AS0504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0504.degrees latitude (g = 980.6199 gals.).
 AS0504
 AS0504.The modeled gravity was interpolated from observed gravity values.
 AS0504
 AS0504;                    North         East    Units  Estimated Accuracy
 AS0504;SPC FL N     -   109,830.      606,650.      MT  (+/- 180 meters Scaled)
 AS0504
 AS0504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU478205(NAD 83)
 AS0504
 AS0504                          SUPERSEDED SURVEY CONTROL
 AS0504
 AS0504.No superseded survey control is available for this station.
 AS0504
 AS0504_STAMPING: 290841-AB-1 1975
 AS0504_MARK LOGO: FLDNR
 AS0504
 AS0504  HISTORY     - Date     Condition        Report By
 AS0504  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0504  HISTORY     - 1983     GOOD             FLDNR
 AS0504  HISTORY     - 19981021 GOOD             USPSQD
 AS0504  HISTORY     - 20171231 MARK NOT FOUND   FLDEP
 AS0504  HISTORY     - 20200728 MARK NOT FOUND   FLDEP
 AS0504
 AS0504                          STATION DESCRIPTION
 AS0504
 AS0504'DESCRIBED BY FL DEPT OF NAT RES 1983
 AS0504'7 MI SOUTH FROM PANACEA.
 AS0504'BEGIN AT THE PANACEA POST OFFICE, THENCE GO 4.1 MILES SOUTH ON U.S.
 AS0504'HIGHWAY 98 TO COUNTY ROAD C 372, GO 2.9 MILES WEST ON C 372 TO THE
 AS0504'BROTHERS THREE RESTAURANT AND THE MARK.  THE MARK BEARS 86 FEET
 AS0504'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BROTHERS THREE
 AS0504'RESTAURANT, 16.5 FEET SOUTHEAST OF A LIGHT POLE, 21 FEET SOUTH OF THE
 AS0504'SOUTH EDGE OF THE PARKING LOT, 74 FEET WEST OF THE CENTERLINE OF A
 AS0504'PRIVATE DRIVE, AND 1.2 FEET NORTH OF A WITNESS POST.  SET ON A
 AS0504'COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AS0504
 AS0504                          STATION RECOVERY (1998)
 AS0504
 AS0504'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0504'RECOVERED IN GOOD CONDITION.
 AS0504
 AS0504                          STATION RECOVERY (2017)
 AS0504
 AS0504'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (DMP)
 AS0504'NOT RECOVERED.
 AS0504
 AS0504                          STATION RECOVERY (2020)
 AS0504
 AS0504'RECOVERY NOTE BY FL DEPT OF ENV PRO 2020 (MAH)
 AS0504'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0505 ***********************************************************************
 AS0505  DESIGNATION -  290841 AB 3
 AS0505  PID         -  AS0505
 AS0505  STATE/COUNTY-  FL/WAKULLA
 AS0505  COUNTRY     -  US
 AS0505  USGS QUAD   -  SAINT TERESA (2018)
 AS0505
 AS0505                         *CURRENT SURVEY CONTROL
 AS0505  ______________________________________________________________________
 AS0505* NAD 83(1986) POSITION- 29 59 27.     (N) 084 25 50.     (W)   SCALED
 AS0505* NAVD 88 ORTHO HEIGHT -     1.174 (meters)        3.85  (feet) ADJUSTED
 AS0505  ______________________________________________________________________
 AS0505  GEOID HEIGHT    -        -27.253 (meters)                     GEOID18
 AS0505  DYNAMIC HEIGHT  -          1.172 (meters)        3.85  (feet) COMP
 AS0505  MODELED GRAVITY -    979,334.6   (mgal)                       NAVD 88
 AS0505
 AS0505  VERT ORDER      -  SECOND    CLASS I
 AS0505
 AS0505.The horizontal coordinates were scaled from a map and have
 AS0505.an estimated accuracy of +/- 6 seconds.
 AS0505
 AS0505.The orthometric height was determined by differential leveling and
 AS0505.adjusted by the NATIONAL GEODETIC SURVEY
 AS0505.in June 1991.
 AS0505
 AS0505.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0505.GEOID18 height accuracy estimate available here.
 AS0505
 AS0505.Click photographs - Photos may exist for this station.
 AS0505
 AS0505.The dynamic height is computed by dividing the NAVD 88
 AS0505.geopotential number by the normal gravity value computed on the
 AS0505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0505.degrees latitude (g = 980.6199 gals.).
 AS0505
 AS0505.The modeled gravity was interpolated from observed gravity values.
 AS0505
 AS0505;                    North         East    Units  Estimated Accuracy
 AS0505;SPC FL N     -   109,830.      606,700.      MT  (+/- 180 meters Scaled)
 AS0505
 AS0505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU478205(NAD 83)
 AS0505
 AS0505                          SUPERSEDED SURVEY CONTROL
 AS0505
 AS0505.No superseded survey control is available for this station.
 AS0505
 AS0505_STAMPING: 290841-AB-3 1975
 AS0505_MARK LOGO: FLDNR
 AS0505
 AS0505  HISTORY     - Date     Condition        Report By
 AS0505  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0505  HISTORY     - 1983     GOOD             FLDNR
 AS0505  HISTORY     - 19981021 GOOD             USPSQD
 AS0505  HISTORY     - 20171231 MARK NOT FOUND   FLDEP
 AS0505  HISTORY     - 20200728 MARK NOT FOUND   FLDEP
 AS0505
 AS0505                          STATION DESCRIPTION
 AS0505
 AS0505'DESCRIBED BY FL DEPT OF NAT RES 1983
 AS0505'7 MI SOUTH FROM PANACEA.
 AS0505'BEGIN AT THE PANACEA POST OFFICE, THENCE GO 4.1 MILES SOUTH ON U.S.
 AS0505'HIGHWAY 98 TO COUNTY ROAD C 372, THENCE GO 2.9 MILES WEST ON C 372 TO
 AS0505'THE BROTHERS THREE RESTAURANT AND THE MARK.  THE MARK BEARS 37.5 FEET
 AS0505'NORTHWEST OF THE NORTHWEST CORNER OF THE BROTHERS THREE RESTAURANT,
 AS0505'4.8 FEET SOUTH OF THE SOUTHEAST CORNER OF A CONCRETE BOAT RAMP, 40
 AS0505'FEET SOUTH-SOUTHWEST OF THE END OF A CHAIN-LINK FENCE, AND 23 FEET
 AS0505'SOUTH-SOUTHWEST OF A 20-INCH DIAMETER PINE TREE.  SET ON A COPPER-CLAD
 AS0505'STEEL ROD FLUSH WITH THE GROUND.
 AS0505
 AS0505                          STATION RECOVERY (1998)
 AS0505
 AS0505'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0505'RECOVERED IN GOOD CONDITION.
 AS0505
 AS0505                          STATION RECOVERY (2017)
 AS0505
 AS0505'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (DMP)
 AS0505'NOT RECOVERED.
 AS0505
 AS0505                          STATION RECOVERY (2020)
 AS0505
 AS0505'RECOVERY NOTE BY FL DEPT OF ENV PRO 2020 (MAH)
 AS0505'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0506 ***********************************************************************
 AS0506  DESIGNATION -  290841 AB 4
 AS0506  PID         -  AS0506
 AS0506  STATE/COUNTY-  FL/WAKULLA
 AS0506  COUNTRY     -  US
 AS0506  USGS QUAD   -  SAINT TERESA (2018)
 AS0506
 AS0506                         *CURRENT SURVEY CONTROL
 AS0506  ______________________________________________________________________
 AS0506* NAD 83(1986) POSITION- 29 59 51.89   (N) 084 25 50.52   (W)   HD_HELD1
 AS0506* NAVD 88 ORTHO HEIGHT -     1.957 (meters)        6.42  (feet) ADJUSTED
 AS0506  ______________________________________________________________________
 AS0506  GEOID HEIGHT    -        -27.258 (meters)                     GEOID18
 AS0506  DYNAMIC HEIGHT  -          1.954 (meters)        6.41  (feet) COMP
 AS0506  MODELED GRAVITY -    979,335.4   (mgal)                       NAVD 88
 AS0506
 AS0506  VERT ORDER      -  FIRST     CLASS II
 AS0506
 AS0506.The horizontal coordinates were determined by differentially corrected
 AS0506.hand held GPS observations or other comparable positioning techniques
 AS0506.and have an estimated accuracy of +/- 3 meters.
 AS0506
 AS0506.The orthometric height was determined by differential leveling and
 AS0506.adjusted by the NATIONAL GEODETIC SURVEY
 AS0506.in June 1991.
 AS0506
 AS0506.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0506.GEOID18 height accuracy estimate available here.
 AS0506
 AS0506.Click photographs - Photos may exist for this station.
 AS0506
 AS0506.The dynamic height is computed by dividing the NAVD 88
 AS0506.geopotential number by the normal gravity value computed on the
 AS0506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0506.degrees latitude (g = 980.6199 gals.).
 AS0506
 AS0506.The modeled gravity was interpolated from observed gravity values.
 AS0506
 AS0506;                    North         East    Units  Estimated Accuracy
 AS0506;SPC FL N     -   110,599.5     606,686.3     MT  (+/- 3 meters HH1 GPS) 
 AS0506
 AS0506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU4785021315(NAD 83)
 AS0506
 AS0506                          SUPERSEDED SURVEY CONTROL
 AS0506
 AS0506.No superseded survey control is available for this station.
 AS0506
 AS0506_MARKER: DJ = TIDAL STATION DISK
 AS0506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0506_SP_SET: CULVERT HEADWALL
 AS0506_STAMPING: 290841 AB 4 1975
 AS0506_MARK LOGO: FLDNR
 AS0506_PROJECTION: FLUSH
 AS0506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0506+STABILITY: SURFACE MOTION
 AS0506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0506+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 AS0506
 AS0506  HISTORY     - Date     Condition        Report By
 AS0506  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0506  HISTORY     - 1983     GOOD             FLDNR
 AS0506  HISTORY     - 19981021 GOOD             USPSQD
 AS0506  HISTORY     - 20171231 MARK NOT FOUND   FLDEP
 AS0506  HISTORY     - 20200728 GOOD             FLDEP
 AS0506
 AS0506                          STATION DESCRIPTION
 AS0506
 AS0506'DESCRIBED BY FL DEPT OF NAT RES 1983
 AS0506'7.5 MI SOUTH FROM PANACEA.
 AS0506'BEGIN AT THE PANACEA POST OFFICE, THENCE GO 4.1 MILES SOUTH ON U.S.
 AS0506'HIGHWAY 98 TO COUNTY ROAD C 372, THENCE GO 3.4 MILES WEST ON C 372 TO
 AS0506'THE MARK.  THE MARK BEARS 16 FEET SOUTHEAST OF THE CENTERLINE OF C 372
 AS0506'AND 0.5 FOOT NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 AS0506'THE MARK IS 1 FT BELOW PAVEMENT.
 AS0506
 AS0506                          STATION RECOVERY (1998)
 AS0506
 AS0506'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0506'RECOVERED IN GOOD CONDITION.
 AS0506
 AS0506                          STATION RECOVERY (2017)
 AS0506
 AS0506'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (DMP)
 AS0506'NOT RECOVERED.
 AS0506
 AS0506                          STATION RECOVERY (2020)
 AS0506
 AS0506'RECOVERY NOTE BY FL DEPT OF ENV PRO 2020 (MAH)
 AS0506'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0507 ***********************************************************************
 AS0507  DESIGNATION -  290841 AB 5 FLDNR
 AS0507  PID         -  AS0507
 AS0507  STATE/COUNTY-  FL/WAKULLA
 AS0507  COUNTRY     -  US
 AS0507  USGS QUAD   -  SOPCHOPPY (2018)
 AS0507
 AS0507                         *CURRENT SURVEY CONTROL
 AS0507  ______________________________________________________________________
 AS0507* NAD 83(1986) POSITION- 29 59 59.     (N) 084 25 52.     (W)   SCALED
 AS0507* NAVD 88 ORTHO HEIGHT -     1.875 (meters)        6.15  (feet) ADJUSTED
 AS0507  ______________________________________________________________________
 AS0507  GEOID HEIGHT    -        -27.259 (meters)                     GEOID18
 AS0507  DYNAMIC HEIGHT  -          1.872 (meters)        6.14  (feet) COMP
 AS0507  MODELED GRAVITY -    979,335.4   (mgal)                       NAVD 88
 AS0507
 AS0507  VERT ORDER      -  SECOND    CLASS I
 AS0507
 AS0507.The horizontal coordinates were scaled from a map and have
 AS0507.an estimated accuracy of +/- 6 seconds.
 AS0507
 AS0507.The orthometric height was determined by differential leveling and
 AS0507.adjusted by the NATIONAL GEODETIC SURVEY
 AS0507.in June 1991.
 AS0507
 AS0507.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0507.GEOID18 height accuracy estimate available here.
 AS0507
 AS0507.Click photographs - Photos may exist for this station.
 AS0507
 AS0507.The dynamic height is computed by dividing the NAVD 88
 AS0507.geopotential number by the normal gravity value computed on the
 AS0507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0507.degrees latitude (g = 980.6199 gals.).
 AS0507
 AS0507.The modeled gravity was interpolated from observed gravity values.
 AS0507
 AS0507;                    North         East    Units  Estimated Accuracy
 AS0507;SPC FL N     -   110,820.      606,650.      MT  (+/- 180 meters Scaled)
 AS0507
 AS0507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU478215(NAD 83)
 AS0507
 AS0507                          SUPERSEDED SURVEY CONTROL
 AS0507
 AS0507.No superseded survey control is available for this station.
 AS0507
 AS0507_MARKER: DJ = TIDAL STATION DISK
 AS0507_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0507_SP_SET: CULVERT HEADWALL
 AS0507_STAMPING: 290841-AB-5 1975
 AS0507_MARK LOGO: FLDNR
 AS0507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0507+STABILITY: SURFACE MOTION
 AS0507
 AS0507  HISTORY     - Date     Condition        Report By
 AS0507  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0507  HISTORY     - 1983     GOOD             FLDNR
 AS0507  HISTORY     - 19981021 GOOD             USPSQD
 AS0507
 AS0507                          STATION DESCRIPTION
 AS0507
 AS0507'DESCRIBED BY FL DEPT OF NAT RES 1983
 AS0507'7.5 MI SOUTH FROM PANACEA.
 AS0507'BEGIN AT THE PANACEA POST OFFICE, THENCE GO 4.1 MILES SOUTH ON U.S.
 AS0507'HIGHWAY 98 TO COUNTY ROAD C 372, THENCE GO 3.4 MILES WEST ON C 372 TO
 AS0507'THE MARK.  THE MARK BEARS 17.8 FEET NORTHWEST OF THE CENTERLINE OF C
 AS0507'372 AND 0.7 FOOT NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
 AS0507
 AS0507                          STATION RECOVERY (1998)
 AS0507
 AS0507'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0507'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0482 ***********************************************************************
 AS0482  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0482  DESIGNATION -  290841 AC 1
 AS0482  PID         -  AS0482
 AS0482  STATE/COUNTY-  FL/WAKULLA
 AS0482  COUNTRY     -  US
 AS0482  USGS QUAD   -  SAINT TERESA (2018)
 AS0482
 AS0482                         *CURRENT SURVEY CONTROL
 AS0482  ______________________________________________________________________
 AS0482* NAD 83(1986) POSITION- 29 58 41.12   (N) 084 22 35.61   (W)   HD_HELD1
 AS0482* NAVD 88 ORTHO HEIGHT -     1.687 (meters)        5.53  (feet) ADJUSTED
 AS0482  ______________________________________________________________________
 AS0482  GEOID HEIGHT    -        -27.317 (meters)                     GEOID18
 AS0482  DYNAMIC HEIGHT  -          1.684 (meters)        5.52  (feet) COMP
 AS0482  MODELED GRAVITY -    979,330.4   (mgal)                       NAVD 88
 AS0482
 AS0482  VERT ORDER      -  FIRST     CLASS II
 AS0482
 AS0482.The horizontal coordinates were determined by differentially corrected
 AS0482.hand held GPS observations or other comparable positioning techniques
 AS0482.and have an estimated accuracy of +/- 3 meters.
 AS0482
 AS0482.The orthometric height was determined by differential leveling and
 AS0482.adjusted by the NATIONAL GEODETIC SURVEY
 AS0482.in June 1991.
 AS0482
 AS0482.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0482.GEOID18 height accuracy estimate available here.
 AS0482
 AS0482.This Tidal Bench Mark is designated as VM 9790
 AS0482.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0482
 AS0482.Click photographs - Photos may exist for this station.
 AS0482
 AS0482.The dynamic height is computed by dividing the NAVD 88
 AS0482.geopotential number by the normal gravity value computed on the
 AS0482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0482.degrees latitude (g = 980.6199 gals.).
 AS0482
 AS0482.The modeled gravity was interpolated from observed gravity values.
 AS0482
 AS0482;                    North         East    Units  Estimated Accuracy
 AS0482;SPC FL N     -   108,424.9     611,912.5     MT  (+/- 3 meters HH1 GPS) 
 AS0482
 AS0482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5312519254(NAD 83)
 AS0482
 AS0482                          SUPERSEDED SURVEY CONTROL
 AS0482
 AS0482.No superseded survey control is available for this station.
 AS0482
 AS0482_MARKER: DJ = TIDAL STATION DISK
 AS0482_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0482_STAMPING: 290841 AC 1 1975
 AS0482_MARK LOGO: FLDNR
 AS0482_PROJECTION: RECESSED 30 CENTIMETERS
 AS0482_MAGNETIC: I = MARKER IS A STEEL ROD
 AS0482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0482+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2020
 AS0482_ROD/PIPE-DEPTH: 14.6 meters
 AS0482
 AS0482  HISTORY     - Date     Condition        Report By
 AS0482  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0482  HISTORY     - 1978     GOOD             FLDNR
 AS0482  HISTORY     - 20171231 GOOD             FLDEP
 AS0482  HISTORY     - 20200629 GOOD             FLDEP
 AS0482
 AS0482                          STATION DESCRIPTION
 AS0482
 AS0482'DESCRIBED BY FL DEPT OF NAT RES 1978
 AS0482'4.2 MI SOUTH FROM PANACEA.
 AS0482'BEGIN AT THE NORTH END OF US HIGHWAY 98 BRIDGE OVER OCHLOCKONEE BAY,
 AS0482'PROCEED NORTH 0.1 MILE ALONG US 98 TO ITS INTERSECTION WITH COUNTY
 AS0482'ROAD C-372, PROCEED EAST 0.35 MILE ALONG C-372 TO THE MARK. THE MARK
 AS0482'BEARS 24.7 FEET SOUTHWEST OF C-372 CENTERLINE, 83.0 FEET NORTHWEST
 AS0482'OF A DIRT ROAD CENTERLINE, AND 16.3 FEET NORTH NORTHEAST OF POWERPOLE
 AS0482'NUMBER 59V2190R.
 AS0482
 AS0482                          STATION RECOVERY (2017)
 AS0482
 AS0482'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (DMP)
 AS0482'RECOVERED IN GOOD CONDITION.
 AS0482
 AS0482                          STATION RECOVERY (2020)
 AS0482
 AS0482'RECOVERY NOTE BY FL DEPT OF ENV PRO 2020 (MAH)
 AS0482'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0481 ***********************************************************************
 AS0481  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0481  DESIGNATION -  290841 AC 2
 AS0481  PID         -  AS0481
 AS0481  STATE/COUNTY-  FL/WAKULLA
 AS0481  COUNTRY     -  US
 AS0481  USGS QUAD   -  SAINT TERESA (2018)
 AS0481
 AS0481                         *CURRENT SURVEY CONTROL
 AS0481  ______________________________________________________________________
 AS0481* NAD 83(1986) POSITION- 29 58 41.96   (N) 084 22 37.47   (W)   HD_HELD1
 AS0481* NAVD 88 ORTHO HEIGHT -     1.506 (meters)        4.94  (feet) ADJUSTED
 AS0481  ______________________________________________________________________
 AS0481  GEOID HEIGHT    -        -27.316 (meters)                     GEOID18
 AS0481  DYNAMIC HEIGHT  -          1.504 (meters)        4.93  (feet) COMP
 AS0481  MODELED GRAVITY -    979,330.5   (mgal)                       NAVD 88
 AS0481
 AS0481  VERT ORDER      -  FIRST     CLASS II
 AS0481
 AS0481.The horizontal coordinates were determined by differentially corrected
 AS0481.hand held GPS observations or other comparable positioning techniques
 AS0481.and have an estimated accuracy of +/- 3 meters.
 AS0481
 AS0481.The orthometric height was determined by differential leveling and
 AS0481.adjusted by the NATIONAL GEODETIC SURVEY
 AS0481.in June 1991.
 AS0481
 AS0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0481.GEOID18 height accuracy estimate available here.
 AS0481
 AS0481.This Tidal Bench Mark is designated as VM 9791
 AS0481.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0481
 AS0481.Click photographs - Photos may exist for this station.
 AS0481
 AS0481.The dynamic height is computed by dividing the NAVD 88
 AS0481.geopotential number by the normal gravity value computed on the
 AS0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0481.degrees latitude (g = 980.6199 gals.).
 AS0481
 AS0481.The modeled gravity was interpolated from observed gravity values.
 AS0481
 AS0481;                    North         East    Units  Estimated Accuracy
 AS0481;SPC FL N     -   108,450.7     611,862.6     MT  (+/- 3 meters HH1 GPS) 
 AS0481
 AS0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5307419279(NAD 83)
 AS0481
 AS0481                          SUPERSEDED SURVEY CONTROL
 AS0481
 AS0481.No superseded survey control is available for this station.
 AS0481
 AS0481_MARKER: DJ = TIDAL STATION DISK
 AS0481_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0481_STAMPING: 290841 AC 2 1975
 AS0481_MARK LOGO: FLDNR
 AS0481_PROJECTION: RECESSED 8 CENTIMETERS
 AS0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0481_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0481+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 AS0481_ROD/PIPE-DEPTH: 14.6 meters
 AS0481
 AS0481  HISTORY     - Date     Condition        Report By
 AS0481  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0481  HISTORY     - 1978     GOOD             FLDNR
 AS0481  HISTORY     - 20200728 GOOD             FLDEP
 AS0481
 AS0481                          STATION DESCRIPTION
 AS0481
 AS0481'DESCRIBED BY FL DEPT OF NAT RES 1978
 AS0481'4.2 MI SOUTH FROM PANACEA.
 AS0481'BEGIN AT THE NORTH END OF US HIGHWAY 98 BRIDGE OVER OCHLOCKONEE BAY,
 AS0481'PROCEED NORTH 0.1 MILE ALONG US 98 TO ITS INTERSECTION WITH COUNTY
 AS0481'ROAD C-372, PROCEED EAST 0.3 MILE ALONG C-372 TO THE MARK. THE MARK
 AS0481'BEARS 28.2 FEET SOUTHWEST OF C-372 CENTERLINE, 9.7 FEET EAST
 AS0481'SOUTHEAST OF POWERPOLE NUMBER 59V-980, 24.0 FEET SOUTHEAST OF A
 AS0481'PRIVATE DRIVE CENTERLINE LEADING SOUTH, AND 86.8 FEET SOUTH OF THE
 AS0481'EASTERN GATE POST TO A PRIVATE DRIVE LEADING NORTH.
 AS0481
 AS0481                          STATION RECOVERY (2020)
 AS0481
 AS0481'RECOVERY NOTE BY FL DEPT OF ENV PRO 2020 (MAH)
 AS0481'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0480 ***********************************************************************
 AS0480  DESIGNATION -  290841 AC 3
 AS0480  PID         -  AS0480
 AS0480  STATE/COUNTY-  FL/WAKULLA
 AS0480  COUNTRY     -  US
 AS0480  USGS QUAD   -  SAINT TERESA (2018)
 AS0480
 AS0480                         *CURRENT SURVEY CONTROL
 AS0480  ______________________________________________________________________
 AS0480* NAD 83(1986) POSITION- 29 58 43.08   (N) 084 22 41.31   (W)   HD_HELD1
 AS0480* NAVD 88 ORTHO HEIGHT -     1.404 (meters)        4.61  (feet) ADJUSTED
 AS0480  ______________________________________________________________________
 AS0480  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 AS0480  DYNAMIC HEIGHT  -          1.402 (meters)        4.60  (feet) COMP
 AS0480  MODELED GRAVITY -    979,330.5   (mgal)                       NAVD 88
 AS0480
 AS0480  VERT ORDER      -  SECOND    CLASS I
 AS0480
 AS0480.The horizontal coordinates were determined by differentially corrected
 AS0480.hand held GPS observations or other comparable positioning techniques
 AS0480.and have an estimated accuracy of +/- 3 meters.
 AS0480
 AS0480.The orthometric height was determined by differential leveling and
 AS0480.adjusted by the NATIONAL GEODETIC SURVEY
 AS0480.in June 1991.
 AS0480
 AS0480.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0480.GEOID18 height accuracy estimate available here.
 AS0480
 AS0480.Click photographs - Photos may exist for this station.
 AS0480
 AS0480.The dynamic height is computed by dividing the NAVD 88
 AS0480.geopotential number by the normal gravity value computed on the
 AS0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0480.degrees latitude (g = 980.6199 gals.).
 AS0480
 AS0480.The modeled gravity was interpolated from observed gravity values.
 AS0480
 AS0480;                    North         East    Units  Estimated Accuracy
 AS0480;SPC FL N     -   108,485.1     611,759.6     MT  (+/- 3 meters HH1 GPS) 
 AS0480
 AS0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5297019311(NAD 83)
 AS0480
 AS0480                          SUPERSEDED SURVEY CONTROL
 AS0480
 AS0480.No superseded survey control is available for this station.
 AS0480
 AS0480_STAMPING: 290841 AC3 1975
 AS0480_PROJECTION: PROJECTING 8 CENTIMETERS
 AS0480_ROD/PIPE-DEPTH: 14.6 meters
 AS0480
 AS0480  HISTORY     - Date     Condition        Report By
 AS0480  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0480  HISTORY     - 1978     GOOD             FLDNR
 AS0480  HISTORY     - 20200728 MARK NOT FOUND   FLDEP
 AS0480
 AS0480                          STATION DESCRIPTION
 AS0480
 AS0480'DESCRIBED BY FL DEPT OF NAT RES 1978
 AS0480'4.2 MI SOUTH FROM PANACEA.
 AS0480'BEGIN AT THE NORTH END OF US HIGHWAY 98 BRIDGE OVER OCHLOCKONEE BAY,
 AS0480'PROCEED NORTH 0.1 MILE ALONG US 98 TO ITS INTERSECTION WITH COUNTY
 AS0480'ROAD C-372, PROCEED EAST 0.25 MILE ALONG C-372 TO THE MARK. THE MARK
 AS0480'BEARS 30.0 FEET SOUTH OF C-372 CENTERLINE, 15.4 FEET EAST NORTHEAST
 AS0480'OF A CONCRETE TELEPHONE CABLE MARKER (NO. 24E), 95.5 FEET EAST OF
 AS0480'POWERPOLE NUMBER 59V-977, AND 58.6 FEET EAST NORTHEAST OF A 24 INCH
 AS0480'DIAMETER PINE TREE.
 AS0480
 AS0480                          STATION RECOVERY (2020)
 AS0480
 AS0480'RECOVERY NOTE BY FL DEPT OF ENV PRO 2020 (MAH)
 AS0480'THE DISK HAS BEEN CUT OFF THE ROD.  SEE PHOTO'S.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0478 ***********************************************************************
 AS0478  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0478  DESIGNATION -  290841 AC 4
 AS0478  PID         -  AS0478
 AS0478  STATE/COUNTY-  FL/WAKULLA
 AS0478  COUNTRY     -  US
 AS0478  USGS QUAD   -  SAINT TERESA (2018)
 AS0478
 AS0478                         *CURRENT SURVEY CONTROL
 AS0478  ______________________________________________________________________
 AS0478* NAD 83(1986) POSITION- 29 58 43.62   (N) 084 22 45.44   (W)   HD_HELD1
 AS0478* NAVD 88 ORTHO HEIGHT -     1.557 (meters)        5.11  (feet) ADJUSTED
 AS0478  ______________________________________________________________________
 AS0478  GEOID HEIGHT    -        -27.314 (meters)                     GEOID18
 AS0478  DYNAMIC HEIGHT  -          1.555 (meters)        5.10  (feet) COMP
 AS0478  MODELED GRAVITY -    979,330.6   (mgal)                       NAVD 88
 AS0478
 AS0478  VERT ORDER      -  FIRST     CLASS II
 AS0478
 AS0478.The horizontal coordinates were determined by differentially corrected
 AS0478.hand held GPS observations or other comparable positioning techniques
 AS0478.and have an estimated accuracy of +/- 3 meters.
 AS0478
 AS0478.The orthometric height was determined by differential leveling and
 AS0478.adjusted by the NATIONAL GEODETIC SURVEY
 AS0478.in October 2021.
 AS0478
 AS0478.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0478.GEOID18 height accuracy estimate available here.
 AS0478
 AS0478.This Tidal Bench Mark is designated as VM 9792
 AS0478.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0478
 AS0478.Click photographs - Photos may exist for this station.
 AS0478
 AS0478.The dynamic height is computed by dividing the NAVD 88
 AS0478.geopotential number by the normal gravity value computed on the
 AS0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0478.degrees latitude (g = 980.6199 gals.).
 AS0478
 AS0478.The modeled gravity was interpolated from observed gravity values.
 AS0478
 AS0478;                    North         East    Units  Estimated Accuracy
 AS0478;SPC FL N     -   108,501.6     611,648.9     MT  (+/- 3 meters HH1 GPS) 
 AS0478
 AS0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5285919325(NAD 83)
 AS0478
 AS0478                          SUPERSEDED SURVEY CONTROL
 AS0478
 AS0478  NAVD 88 (06/15/91)    1.559  (m)            5.11   (f) SUPERSEDED  2 1
 AS0478
 AS0478.Superseded values are not recommended for survey control.
 AS0478
 AS0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0478.See file dsdata.pdf to determine how the superseded data were derived.
 AS0478
 AS0478_MARKER: DJ = TIDAL STATION DISK
 AS0478_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0478_SP_SET: SEAWALL
 AS0478_STAMPING: 290841 AC 4 1975
 AS0478_MARK LOGO: FLDNR
 AS0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0478+STABILITY: SURFACE MOTION
 AS0478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0478+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2020
 AS0478
 AS0478  HISTORY     - Date     Condition        Report By
 AS0478  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0478  HISTORY     - 1978     GOOD             FLDNR
 AS0478  HISTORY     - 1978     GOOD             FLDNR
 AS0478  HISTORY     - 20171231 GOOD             FLDEP
 AS0478  HISTORY     - 20200728 GOOD             FLDEP
 AS0478
 AS0478                          STATION DESCRIPTION
 AS0478
 AS0478'DESCRIBED BY FL DEPT OF NAT RES 1978
 AS0478'4.2 MI SOUTH FROM PANACEA.
 AS0478'BEGIN AT THE NORTH END OF THE US HIGHWAY 98 BRIDGE OVER OCHLOCKONEE
 AS0478'BAY, PROCEED NORTH 0.1 MILE ALONG US 98 TO ITS INTERSECTION WITH
 AS0478'COUNTY ROAD C-372, PROCEED EAST 0.2 MILE ALONG C-372 TO THE MARK.
 AS0478'THE MARK BEARS 26.0 FEET NORTH OF C-372 CENTERLINE, 12.2 FEET NORTH
 AS0478'NORTHEAST OF NORTHEAST MOST PILING UNDER BRIDGE, 16.8 FEET WEST
 AS0478'NORTHWEST OF NORTHEAST BRIDGE ABUTMENT, AND 1.5 FEET EAST OF A SEAWALL
 AS0478'EDGE.
 AS0478
 AS0478                          STATION RECOVERY (1978)
 AS0478
 AS0478'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AS0478'BEGIN AT THE NORTH END OF THE US HIGHWAY 98 BRIDGE OVER OCHLOCKONEE
 AS0478'BAY, PROCEED NORTH 0.1 MILE ALONG US 98 TO ITS INTERSECTION WITH
 AS0478'COUNTY ROAD C-372, PROCEED EAST 0.2 MILE ALONG C-372 TO THE MARK.
 AS0478'THE MARK BEARS 26.0 FEET NORTH OF C-372 CENTERLINE, 12.2 FEET NORTH
 AS0478'NORTHEAST OF NORTHEAST MOST PILING UNDER BRIDGE, 16.8 FEET WEST
 AS0478'NORTHWEST OF NORTHEAST BRIDGE ABUTMENT, AND 1.5 FEET EAST OF A SEAWALL
 AS0478'EDGE.
 AS0478
 AS0478                          STATION RECOVERY (2017)
 AS0478
 AS0478'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (DMP)
 AS0478'RECOVERED IN GOOD CONDITION.
 AS0478
 AS0478                          STATION RECOVERY (2020)
 AS0478
 AS0478'RECOVERY NOTE BY FL DEPT OF ENV PRO 2020 (MAH)
 AS0478'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0479 ***********************************************************************
 AS0479  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0479  DESIGNATION -  290841 AC 5
 AS0479  PID         -  AS0479
 AS0479  STATE/COUNTY-  FL/WAKULLA
 AS0479  COUNTRY     -  US
 AS0479  USGS QUAD   -  SAINT TERESA (2018)
 AS0479
 AS0479                         *CURRENT SURVEY CONTROL
 AS0479  ______________________________________________________________________
 AS0479* NAD 83(1986) POSITION- 29 58 43.     (N) 084 22 50.     (W)   SCALED
 AS0479* NAVD 88 ORTHO HEIGHT -     1.560 (meters)        5.12  (feet) ADJUSTED
 AS0479  ______________________________________________________________________
 AS0479  GEOID HEIGHT    -        -27.312 (meters)                     GEOID18
 AS0479  DYNAMIC HEIGHT  -          1.558 (meters)        5.11  (feet) COMP
 AS0479  MODELED GRAVITY -    979,330.6   (mgal)                       NAVD 88
 AS0479
 AS0479  VERT ORDER      -  SECOND    CLASS I
 AS0479
 AS0479.The horizontal coordinates were scaled from a map and have
 AS0479.an estimated accuracy of +/- 6 seconds.
 AS0479
 AS0479.The orthometric height was determined by differential leveling and
 AS0479.adjusted by the NATIONAL GEODETIC SURVEY
 AS0479.in June 1991.
 AS0479
 AS0479.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0479.GEOID18 height accuracy estimate available here.
 AS0479
 AS0479.This Tidal Bench Mark is designated as VM 9793
 AS0479.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0479
 AS0479.Click photographs - Photos may exist for this station.
 AS0479
 AS0479.The dynamic height is computed by dividing the NAVD 88
 AS0479.geopotential number by the normal gravity value computed on the
 AS0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0479.degrees latitude (g = 980.6199 gals.).
 AS0479
 AS0479.The modeled gravity was interpolated from observed gravity values.
 AS0479
 AS0479;                    North         East    Units  Estimated Accuracy
 AS0479;SPC FL N     -   108,480.      611,530.      MT  (+/- 180 meters Scaled)
 AS0479
 AS0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU527193(NAD 83)
 AS0479
 AS0479                          SUPERSEDED SURVEY CONTROL
 AS0479
 AS0479.No superseded survey control is available for this station.
 AS0479
 AS0479_STAMPING: 290841 AC5 1975
 AS0479_MARK LOGO: FLDNR
 AS0479_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0479+SATELLITE: SATELLITE OBSERVATIONS - December 31, 2017
 AS0479
 AS0479  HISTORY     - Date     Condition        Report By
 AS0479  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0479  HISTORY     - 1978     GOOD             FLDNR
 AS0479  HISTORY     - 20171231 GOOD             FLDEP
 AS0479  HISTORY     - 20200629 MARK NOT FOUND   FLDEP
 AS0479
 AS0479                          STATION DESCRIPTION
 AS0479
 AS0479'DESCRIBED BY FL DEPT OF NAT RES 1978
 AS0479'4.2 MI SOUTH FROM PANACEA.
 AS0479'BEGIN AT THE NORTH END OF US HIGHWAY 98 BRIDGE OVER OCHLOCKONEE BAY,
 AS0479'PROCEED NORTH 0.1 MILE ALONG US 98 TO ITS INTERSECTION WITH COUNTY
 AS0479'ROAD C-372, PROCEED EAST 0.2 MILE ALONG C-372 TO THE MARK. THE MARK
 AS0479'BEARS 19.7 FEET SOUTH OF CENTERLINE OF HIGHWAY C-372, 15.4 FEET WEST
 AS0479'NORTHWEST OF THE SOUTHEAST BRIDGE ABUTMENT, 6.1 FEET SOUTHEAST OF THE
 AS0479'SOUTHEAST MOST PILING UNDER BRIDGE, AND 0.8 FEET EAST OF A SEAWALL
 AS0479'EDGE.
 AS0479
 AS0479                          STATION RECOVERY (2017)
 AS0479
 AS0479'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (DMP)
 AS0479'RECOVERED IN GOOD CONDITION.
 AS0479
 AS0479                          STATION RECOVERY (2020)
 AS0479
 AS0479'RECOVERY NOTE BY FL DEPT OF ENV PRO 2020 (MAH)
 AS0479'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0410 ***********************************************************************
 AS0410  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0410  DESIGNATION -  290844 AA2
 AS0410  PID         -  AS0410
 AS0410  STATE/COUNTY-  FL/FRANKLIN
 AS0410  COUNTRY     -  US
 AS0410  USGS QUAD   -  NEW INLET (2018)
 AS0410
 AS0410                         *CURRENT SURVEY CONTROL
 AS0410  ______________________________________________________________________
 AS0410* NAD 83(1986) POSITION- 29 36 48.2    (N) 084 57 45.1    (W)   HD_HELD2
 AS0410* NAVD 88 ORTHO HEIGHT -     1.373 (meters)        4.50  (feet) ADJUSTED
 AS0410  ______________________________________________________________________
 AS0410  GEOID HEIGHT    -        -27.146 (meters)                     GEOID18
 AS0410  DYNAMIC HEIGHT  -          1.371 (meters)        4.50  (feet) COMP
 AS0410  MODELED GRAVITY -    979,295.0   (mgal)                       NAVD 88
 AS0410
 AS0410  VERT ORDER      -  SECOND    CLASS I
 AS0410
 AS0410.The horizontal coordinates were established by autonomous hand held GPS
 AS0410.observations and have an estimated accuracy of +/- 10 meters.
 AS0410
 AS0410.The orthometric height was determined by differential leveling and
 AS0410.adjusted by the NATIONAL GEODETIC SURVEY
 AS0410.in June 1991.
 AS0410
 AS0410.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0410.GEOID18 height accuracy estimate available here.
 AS0410
 AS0410.This Tidal Bench Mark is designated as VM 9858
 AS0410.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0410
 AS0410.Click photographs - Photos may exist for this station.
 AS0410
 AS0410.The dynamic height is computed by dividing the NAVD 88
 AS0410.geopotential number by the normal gravity value computed on the
 AS0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0410.degrees latitude (g = 980.6199 gals.).
 AS0410
 AS0410.The modeled gravity was interpolated from observed gravity values.
 AS0410
 AS0410;                    North         East    Units  Estimated Accuracy
 AS0410;SPC FL N     -    68,084.      555,201.      MT  (+/- 10 meters HH2 GPS)
 AS0410
 AS0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9728877680(NAD 83)
 AS0410
 AS0410                          SUPERSEDED SURVEY CONTROL
 AS0410
 AS0410.No superseded survey control is available for this station.
 AS0410
 AS0410_MARKER: DB = BENCH MARK DISK
 AS0410_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AS0410_STAMPING: 290844AA2 1975
 AS0410_MARK LOGO: FLDNR
 AS0410_PROJECTION: RECESSED 91 CENTIMETERS
 AS0410_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AS0410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0410+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2011
 AS0410
 AS0410  HISTORY     - Date     Condition        Report By
 AS0410  HISTORY     - 1975     MONUMENTED       FLDNR
 AS0410  HISTORY     - 1977     GOOD             NGS
 AS0410  HISTORY     - 1987     GOOD             FLDNR
 AS0410  HISTORY     - 19980519 MARK NOT FOUND   USPSQD
 AS0410  HISTORY     - 20111016 GOOD             FLDEP
 AS0410
 AS0410                          STATION DESCRIPTION
 AS0410
 AS0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AS0410'5.9 MI NE FROM LITTLE ST GEORGE ISLAND.
 AS0410'5.8 MILES NORTHEAST ALONG THE GULF BEACH FROM THE LIGHTHOUSE ON LITTLE
 AS0410'ST. GEORGE ISLAND, ALSO 0.1 MILE SOUTHWEST ALONG THE GULF BEACH
 AS0410'FROM THE WESTERN BULWARK AT SIKES CUT, THENCE 0.1 MILE NORTH ACROSS
 AS0410'COUNTRY IN THE CENTER OF A PALM TREE GROVE.
 AS0410
 AS0410                          STATION RECOVERY (1987)
 AS0410
 AS0410'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AS0410'RECOVERED IN GOOD CONDITION WITH A NEW DESCRIPTION.  BEGIN AT THE
 AS0410'LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 5.25 MILES NORTHEAST
 AS0410'ALONG THE BEACH TO THE INLET AT SIKES CUT AND THE VICINITY OF THE
 AS0410'MARK.  THE MARK IS LOCATED IN A GROVE OF PALM TREES.  THE MARK BEARS
 AS0410'0.15 MILE SOUTHEAST OF A PALM TREE, 28.0 FEET WEST OF A PALM TREE,
 AS0410'8.6 E FEET WEST-NORTHWEST OF THE SOUTHEASTERN MOST PALM TREE, 94.9
 AS0410'FEET SOUTH OF 84 00 1000 R 1955, AND ABOUT 400 FEET WEST-NORTHWEST OF
 AS0410'49 80 A17.  A COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL RECESSED 3
 AS0410'INCHES.
 AS0410'THE MARK IS 1.1 FT  SE FROM A WITNESS POST.
 AS0410'THE MARK IS 0.5 FT BELOW GROUND.
 AS0410
 AS0410                          STATION RECOVERY (1998)
 AS0410
 AS0410'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0410'MARK NOT FOUND.
 AS0410
 AS0410                          STATION RECOVERY (2011)
 AS0410
 AS0410'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RWH)
 AS0410'THE STATION IS LOCATED ABOUT 16.5 MI (26.5 KM) SOUTH OF BEVERLY, 12.7
 AS0410'MI (20.4 KM) SOUTHWEST OF GREEN POINT AND 7.8 MI (12.6 KM) SOUTH OF
 AS0410'APALACHICOLA.
 AS0410'
 AS0410'TO REACH THE MARK FROM THE SOUTH END OF THE WESTERN MOST BOAT DOCK OF
 AS0410'TWO DOCKS ON THE NORTH SIDE OF LITTLE SAINT GEORGE ISLAND, GO
 AS0410'SOUTH-SOUTHEAST ON THE ISLANDS MAIN NORTH-TO-SOUTH SAND ROAD FOR 150.0
 AS0410'FT (45.7 M) TO THE JUNCTION OF A SAND DRIVE TO THE EAST THAT GOES TO
 AS0410'THE ONLY HOUSE ON THE ISLAND, NOTE-THE HOUSE IS SOUTHEAST OF THE SOUTH
 AS0410'END OF THE DOCK AND IS CALLED THE MARSHALL HOUSE FIELD STATION.
 AS0410'CONTINUE SOUTH-SOUTHEAST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.15
 AS0410'MI (0.2 KM) TO THE INTERSECTION OF FOUR SAND ROADS, THE SAND ROAD THAT
 AS0410'GOES TO THE SOUTHWEST IS THE MAIN NORTH-TO-SOUTH ROAD, THE SAND ROAD
 AS0410'THAT GOES TO THE NORTHEAST IS THE ROAD TO THE EASTERN MOST DOCK ON THE
 AS0410'ISLAND AND IS CALLED THE GOVERNMENT DOCK, THE ROAD TO THE SOUTHEAST IS
 AS0410'THE MAIN SAND ROAD TO REACH THE EAST END OF THE ISLAND.  TURN LEFT ON
 AS0410'THE MAIN SAND ROAD AND GO SOUTHEAST FOR 1.25 MI (2.0 KM) TO ITS END AT
 AS0410'THE BEACH ON THE GULF OF MEXICO.  TURN LEFT ON THE BEACH AND GO
 AS0410'EAST-NORTHEAST FOR 4.7 MI (7.6 KM) TO THE MARK ON THE LEFT, A
 AS0410'COPPER-CLAD STEEL ROD DRIVEN INTO THE GROUND WITH A DISK ATTACHED,
 AS0410'ENCASED IN A 4-INCH (10 CM) DIAMETER PVC PIPE, THE DISK IS RECESSED
 AS0410'0.1 FT (3 CM) BELOW THE TOP OF THE PVC PIPE AND 3.0 FT (0.9 M) BELOW
 AS0410'THE LEVEL OF THE GROUND.
 AS0410'
 AS0410'LOCATED ABOUT 0.15 MI (0.2 KM) SOUTH-SOUTHWEST OF GOVERNMENT CUT (ALSO
 AS0410'CALLED BOB SIKES CUT) BETWEEN LITTLE SAINT GEORGE ISLAND AND SAINT
 AS0410'GEORGE ISLAND, 357.5 FT (109.0 M) WEST-NORTHWEST OF SURVEY MARK 49 80
 AS0410'A17 REFERENCE MARK 1, 220.0 FT (67.1 M) NORTH-NORTHWEST OF THE
 AS0410'SOUTHEAST EDGE OF THE DUNE-VEGETATION LINE, 94.0 FT (28.7 M) SOUTH OF
 AS0410'SURVEY MARK 84 00 1000 R (PID NUMBER AS0552), 38.5 FT (11.7 M)
 AS0410'NORTHWEST OF A 0.8 FT (24 CM) DIAMETER PALM TREE, 28.3 FT (8.6 M) WEST
 AS0410'OF A 1.1 FT (0.3 M) DIAMETER PALM TREE, 11.1 FT (3.4 M) EAST OF A 1.8
 AS0410'FT (0.5 M) DIAMETER PALM TREE, 7.5 FT (2.3 M) SOUTH-SOUTHEAST OF A 1.3
 AS0410'FT (0.4 M) DIAMETER PALM TREE, 1.9 FT (0.6 M) SOUTH-SOUTHEAST OF A
 AS0410'CARSONITE WITNESS POST AND 1.7 FT (0.5 M) EAST-NORTHEAST OF A METAL
 AS0410'WITNESS POST.
 AS0410'
 AS0410'NOTE A MAGNET WAS PLACED NEXT TO THE MONUMENT.
 AS0410'
 AS0410'NOTE THE MARK IS ON LITTLE SAINT GEORGE ISLAND WHICH IS REACHED ONLY
 AS0410'BY BOAT OR HELICOPTER AND THEN BY WALKING OR BY A FOUR WHEEL DRIVE
 AS0410'VEHICLE.
 AS0410'
 AS0410'NOTE LIGHTHOUSE ON LITTLE SAINT GEORGE ISLAND WAS DESTROYED BY
 AS0410'EROSION, THE REMAINS OF THE LIGHTHOUSE WAS MOVED TO SAINT GEORGE
 AS0410'ISLAND WHERE IT WAS RE-CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0155 ***********************************************************************
 AG0155  DESIGNATION -  291
 AG0155  PID         -  AG0155
 AG0155  STATE/COUNTY-  FL/PINELLAS
 AG0155  COUNTRY     -  US
 AG0155  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0155
 AG0155                         *CURRENT SURVEY CONTROL
 AG0155  ______________________________________________________________________
 AG0155* NAD 83(1986) POSITION- 27 45 31.     (N) 082 40 47.     (W)   SCALED
 AG0155* NAVD 88 ORTHO HEIGHT -    12.222 (meters)       40.10  (feet) ADJUSTED
 AG0155  ______________________________________________________________________
 AG0155  GEOID HEIGHT    -        -24.457 (meters)                     GEOID18
 AG0155  DYNAMIC HEIGHT  -         12.204 (meters)       40.04  (feet) COMP
 AG0155  MODELED GRAVITY -    979,173.9   (mgal)                       NAVD 88
 AG0155
 AG0155  VERT ORDER      -  SECOND    CLASS II
 AG0155
 AG0155.The horizontal coordinates were scaled from a map and have
 AG0155.an estimated accuracy of +/- 6 seconds.
 AG0155
 AG0155.The orthometric height was determined by differential leveling and
 AG0155.adjusted by the NATIONAL GEODETIC SURVEY
 AG0155.in June 1991.
 AG0155
 AG0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0155.GEOID18 height accuracy estimate available here.
 AG0155
 AG0155.Click photographs - Photos may exist for this station.
 AG0155
 AG0155.The dynamic height is computed by dividing the NAVD 88
 AG0155.geopotential number by the normal gravity value computed on the
 AG0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0155.degrees latitude (g = 980.6199 gals.).
 AG0155
 AG0155.The modeled gravity was interpolated from observed gravity values.
 AG0155
 AG0155;                    North         East    Units  Estimated Accuracy
 AG0155;SPC FL W     -   379,650.      133,000.      MT  (+/- 180 meters Scaled)
 AG0155
 AG0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344715(NAD 83)
 AG0155
 AG0155                          SUPERSEDED SURVEY CONTROL
 AG0155
 AG0155  NGVD 29 (??/??/92)   12.496  (m)           41.00   (f) ADJ UNCH    2 2
 AG0155
 AG0155.Superseded values are not recommended for survey control.
 AG0155
 AG0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0155.See file dsdata.pdf to determine how the superseded data were derived.
 AG0155
 AG0155_MARKER: DD = SURVEY DISK
 AG0155_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0155_SP_SET: INLET
 AG0155_STAMPING: 291
 AG0155_MARK LOGO: FLHD
 AG0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0155+STABILITY: SURFACE MOTION
 AG0155
 AG0155  HISTORY     - Date     Condition        Report By
 AG0155  HISTORY     - UNK      MONUMENTED       FLHD
 AG0155  HISTORY     - 1976     GOOD             FLDT
 AG0155  HISTORY     - 19970310 GOOD             USPSQD
 AG0155  HISTORY     - 20041101 MARK NOT FOUND   USPSQD
 AG0155
 AG0155                          STATION DESCRIPTION
 AG0155
 AG0155'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0155'AT ST PETERSBURG.
 AG0155'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0155'5 AVE. N. (SR 595).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.3 MILES
 AG0155'TO 11 AVE. SOUTH.  STATION ON LEFT IN THE N.E. CORNER, 42.5 EAST
 AG0155'OF THE CENTERLINE OF U.S. HWY. 19, 28.0 FT. NORTH OF THE
 AG0155'CENTERLINE OF 11 AVE. SOUTH, 12.4 FT. S.S.W. OF LIGHT POLE, NUMBER
 AG0155'98895.  SET IN THE TOP OF A CONCRETE INLET.  SECTION 26, T31S, R16E.
 AG0155
 AG0155                          STATION RECOVERY (1997)
 AG0155
 AG0155'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0155'RECOVERED IN GOOD CONDITION.
 AG0155
 AG0155                          STATION RECOVERY (2004)
 AG0155
 AG0155'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG0155'THERE IS NO DISK IN THE CONCRETE INLET WHICH APPEARS TO BE NEWER THAN
 AG0155'1997.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0156 ***********************************************************************
 AG0156  DESIGNATION -  292
 AG0156  PID         -  AG0156
 AG0156  STATE/COUNTY-  FL/PINELLAS
 AG0156  COUNTRY     -  US
 AG0156  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0156
 AG0156                         *CURRENT SURVEY CONTROL
 AG0156  ______________________________________________________________________
 AG0156* NAD 83(1986) POSITION- 27 45 19.     (N) 082 40 47.     (W)   SCALED
 AG0156* NAVD 88 ORTHO HEIGHT -    11.793 (meters)       38.69  (feet) ADJUSTED
 AG0156  ______________________________________________________________________
 AG0156  GEOID HEIGHT    -        -24.454 (meters)                     GEOID18
 AG0156  DYNAMIC HEIGHT  -         11.776 (meters)       38.64  (feet) COMP
 AG0156  MODELED GRAVITY -    979,173.6   (mgal)                       NAVD 88
 AG0156
 AG0156  VERT ORDER      -  SECOND    CLASS II
 AG0156
 AG0156.The horizontal coordinates were scaled from a map and have
 AG0156.an estimated accuracy of +/- 6 seconds.
 AG0156
 AG0156.The orthometric height was determined by differential leveling and
 AG0156.adjusted by the NATIONAL GEODETIC SURVEY
 AG0156.in June 1991.
 AG0156
 AG0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0156.GEOID18 height accuracy estimate available here.
 AG0156
 AG0156.Click photographs - Photos may exist for this station.
 AG0156
 AG0156.The dynamic height is computed by dividing the NAVD 88
 AG0156.geopotential number by the normal gravity value computed on the
 AG0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0156.degrees latitude (g = 980.6199 gals.).
 AG0156
 AG0156.The modeled gravity was interpolated from observed gravity values.
 AG0156
 AG0156;                    North         East    Units  Estimated Accuracy
 AG0156;SPC FL W     -   379,280.      132,990.      MT  (+/- 180 meters Scaled)
 AG0156
 AG0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL344712(NAD 83)
 AG0156
 AG0156                          SUPERSEDED SURVEY CONTROL
 AG0156
 AG0156  NGVD 29 (??/??/92)   12.068  (m)           39.59   (f) ADJ UNCH    2 2
 AG0156
 AG0156.Superseded values are not recommended for survey control.
 AG0156
 AG0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0156.See file dsdata.pdf to determine how the superseded data were derived.
 AG0156
 AG0156_MARKER: DD = SURVEY DISK
 AG0156_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0156_SP_SET: INLET
 AG0156_STAMPING: 292
 AG0156_MARK LOGO: FLHD
 AG0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0156+STABILITY: SURFACE MOTION
 AG0156
 AG0156  HISTORY     - Date     Condition        Report By
 AG0156  HISTORY     - UNK      MONUMENTED       FLHD
 AG0156  HISTORY     - 1976     GOOD             FLDT
 AG0156  HISTORY     - 19970310 POOR             USPSQD
 AG0156  HISTORY     - 20041101 MARK NOT FOUND   USPSQD
 AG0156
 AG0156                          STATION DESCRIPTION
 AG0156
 AG0156'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0156'AT ST PETERSBURG.
 AG0156'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0156'5 AVE. N. (SR 595).  RUN SOUTHERLY ON U.S. HWY. 19 FOR 1.60
 AG0156'MILES TO 15 AVE. S. STATION ON LEFT IN THE S.E. CORNER, 54.5
 AG0156'EAST OF THE CENTERLINE OF U.S. HWY. 19, 26.0 FT. SOUTH OF THE
 AG0156'CENTERLINE OF 15 AVE. SOUTH, 55.5 FT. NORTHEAST OF SIGNAL LIGHT
 AG0156'POLE (NO NUMBER).  SET IN TOP OF CONCRETE INLET.
 AG0156'SECTION 26, T31S, R16E.
 AG0156
 AG0156                          STATION RECOVERY (1997)
 AG0156
 AG0156'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0156'MARK RECOVERED IN POOR CONDITION.
 AG0156
 AG0156                          STATION RECOVERY (2004)
 AG0156
 AG0156'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG0156'THERE IS NO DISK IN THE CONCRETE INLET WHICH APPEARS TO BE NEWER THAN
 AG0156'1997.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0884 ***********************************************************************
 DP0884  DESIGNATION -  2924S11 08 056 01
 DP0884  PID         -  DP0884
 DP0884  STATE/COUNTY-  FL/POLK
 DP0884  COUNTRY     -  US
 DP0884  USGS QUAD   -  MULBERRY (2018)
 DP0884
 DP0884                         *CURRENT SURVEY CONTROL
 DP0884  ______________________________________________________________________
 DP0884* NAD 83(1986) POSITION- 27 58 29.2    (N) 081 53 02.6    (W)   HD_HELD2
 DP0884* NAVD 88 ORTHO HEIGHT -    39.184 (meters)      128.56  (feet) ADJUSTED
 DP0884  ______________________________________________________________________
 DP0884  GEOID HEIGHT    -        -26.089 (meters)                     GEOID18
 DP0884  DYNAMIC HEIGHT  -         39.126 (meters)      128.37  (feet) COMP
 DP0884  MODELED GRAVITY -    979,168.2   (mgal)                       NAVD 88
 DP0884
 DP0884  VERT ORDER      -  SECOND    CLASS I
 DP0884
 DP0884.The horizontal coordinates were established by autonomous hand held GPS
 DP0884.observations and have an estimated accuracy of +/- 10 meters.
 DP0884
 DP0884.The orthometric height was determined by differential leveling and
 DP0884.adjusted by the NATIONAL GEODETIC SURVEY
 DP0884.in January 2014.
 DP0884
 DP0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0884.GEOID18 height accuracy estimate available here.
 DP0884
 DP0884.Click photographs - Photos may exist for this station.
 DP0884
 DP0884.The dynamic height is computed by dividing the NAVD 88
 DP0884.geopotential number by the normal gravity value computed on the
 DP0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0884.degrees latitude (g = 980.6199 gals.).
 DP0884
 DP0884.The modeled gravity was interpolated from observed gravity values.
 DP0884
 DP0884;                    North         East    Units  Estimated Accuracy
 DP0884;SPC FL W     -   403,419.      211,406.      MT  (+/- 10 meters HH2 GPS)
 DP0884
 DP0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1305594723(NAD 83)
 DP0884
 DP0884                          SUPERSEDED SURVEY CONTROL
 DP0884
 DP0884.No superseded survey control is available for this station.
 DP0884
 DP0884_MARKER: DB = BENCH MARK DISK
 DP0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0884_STAMPING: 20-503 2007
 DP0884_MARK LOGO: SWFWMD
 DP0884_PROJECTION: RECESSED 13 CENTIMETERS
 DP0884_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0884+STABILITY: SURFACE MOTION
 DP0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0884+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2013
 DP0884
 DP0884  HISTORY     - Date     Condition        Report By
 DP0884  HISTORY     - 20071207 MONUMENTED       PICKET
 DP0884  HISTORY     - 20130216 GOOD             FLDEP
 DP0884
 DP0884                          STATION DESCRIPTION
 DP0884
 DP0884'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0884'THE MARK IS ABOUT 7.8 MI (12.6 KM) NORTHEAST OF MULBERRY, 6.0 MI (9.7
 DP0884'KM) SOUTHEAST OF LAKELAND, 6.0 MI (9.7 KM) NORTH-NORTHWEST OF BARTOW,
 DP0884'IN SECTION 11, TOWNSHIP 29 SOUTH, RANGE 24 EAST.
 DP0884'
 DP0884'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BARTOW
 DP0884'ROAD) AND COUNTY ROAD 540 (CLUBHOUSE ROAD) IN HIGHLAND CITY, GO
 DP0884'NORTHWEST ON U.S. HIGHWAY 98 (BARTOW ROAD) FOR 0.6 MI (1.0 KM) TO THE
 DP0884'INTERSECTION OF COLBERT ROAD ON THE LEFT AND LAKE HANCOCK ROAD ON THE
 DP0884'RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A 12-INCH (30 CM)
 DP0884'ROUND CONCRETE MONUMENT RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF THE
 DP0884'GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF LAKE HANCOCK ROAD.
 DP0884'
 DP0884'LOCATED 95.0 FT (29.0 M) EAST-NORTHEAST OF THE NORTHEAST EDGE OF THE
 DP0884'PAVEMENT OF U.S. HIGHWAY 98 (BARTOW ROAD) NORTHBOUND LANES, 55.0 FT
 DP0884'(16.8 M) SOUTH-SOUTHWEST OF A CONCRETE POWER POLE NUMBER 127119, 36.0
 DP0884'FT (11.0 M) WEST OF THE WEST EDGE OF THE PAVEMENT OF THE FORT FRASER
 DP0884'BIKE TRAIL, 18.0 FT (5.5 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DP0884'
 DP0884'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0093 ***********************************************************************
 AL0093  DESIGNATION -  293
 AL0093  PID         -  AL0093
 AL0093  STATE/COUNTY-  FL/PINELLAS
 AL0093  COUNTRY     -  US
 AL0093  USGS QUAD   -  ELFERS (2018)
 AL0093
 AL0093                         *CURRENT SURVEY CONTROL
 AL0093  ______________________________________________________________________
 AL0093* NAD 83(1986) POSITION- 28 08 46.8    (N) 082 43 57.0    (W)   HD_HELD2
 AL0093* NAVD 88 ORTHO HEIGHT -     6.066 (meters)       19.90  (feet) ADJUSTED
 AL0093  ______________________________________________________________________
 AL0093  GEOID HEIGHT    -        -25.131 (meters)                     GEOID18
 AL0093  DYNAMIC HEIGHT  -          6.058 (meters)       19.88  (feet) COMP
 AL0093  MODELED GRAVITY -    979,195.0   (mgal)                       NAVD 88
 AL0093
 AL0093  VERT ORDER      -  FIRST     CLASS II
 AL0093
 AL0093.The horizontal coordinates were established by autonomous hand held GPS
 AL0093.observations and have an estimated accuracy of +/- 10 meters.
 AL0093
 AL0093.The orthometric height was determined by differential leveling and
 AL0093.adjusted by the NATIONAL GEODETIC SURVEY
 AL0093.in September 2007.
 AL0093
 AL0093.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0093.GEOID18 height accuracy estimate available here.
 AL0093
 AL0093.Click photographs - Photos may exist for this station.
 AL0093
 AL0093.The dynamic height is computed by dividing the NAVD 88
 AL0093.geopotential number by the normal gravity value computed on the
 AL0093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0093.degrees latitude (g = 980.6199 gals.).
 AL0093
 AL0093.The modeled gravity was interpolated from observed gravity values.
 AL0093
 AL0093;                    North         East    Units  Estimated Accuracy
 AL0093;SPC FL W     -   422,642.      128,051.      MT  (+/- 10 meters HH2 GPS)
 AL0093
 AL0093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2987214626(NAD 83)
 AL0093
 AL0093                          SUPERSEDED SURVEY CONTROL
 AL0093
 AL0093  NAVD 88 (06/15/91)    6.077  (m)           19.94   (f) SUPERSEDED  2 2
 AL0093  NGVD 29 (??/??/92)    6.336  (m)           20.79   (f) ADJ UNCH    2 2
 AL0093
 AL0093.Superseded values are not recommended for survey control.
 AL0093
 AL0093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0093.See file dsdata.pdf to determine how the superseded data were derived.
 AL0093
 AL0093_MARKER: DD = SURVEY DISK
 AL0093_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0093_SP_SET: HEADWALL
 AL0093_STAMPING: 293
 AL0093_MARK LOGO: FLSRD
 AL0093_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0093+STABILITY: SURFACE MOTION
 AL0093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL0093+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 AL0093
 AL0093  HISTORY     - Date     Condition        Report By
 AL0093  HISTORY     - UNK      MONUMENTED       FLHD
 AL0093  HISTORY     - 1976     GOOD             NGS
 AL0093  HISTORY     - 1990     GOOD             USPSQD
 AL0093  HISTORY     - 20050306 GOOD             FLDEP
 AL0093  HISTORY     - 20081114 GOOD             FLDEP
 AL0093
 AL0093                          STATION DESCRIPTION
 AL0093
 AL0093'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0093'IN TARPON SPRINGS.
 AL0093'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0093'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 0.50 MILE.
 AL0093'STATION ON RIGHT, 41.6 FT. S.S.E. OF THE CENTERLINE OF KEYSTONE RD.,
 AL0093'41.3 FT. EAST OF POWER LIGHT POLE (NUMBER 12A-19).  SET IN THE TOP OF
 AL0093'A CONCRETE HEAD WALL.  SECTION 8, T 27, R 16.
 AL0093
 AL0093                          STATION RECOVERY (1990)
 AL0093
 AL0093'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0093'RECOVERED IN GOOD CONDITION.
 AL0093
 AL0093                          STATION RECOVERY (2005)
 AL0093
 AL0093'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AL0093'RECOVERED IN GOOD CONDITION.
 AL0093'
 AL0093'NOTE THE MARK IS 0.4 FT NORTH-NORTHWEST OF A CARSONITE WITNESS POST
 AL0093'AND THE MILEAGE  EASTWARD FROM U.S. HIGHWAY 19 IN TARPON SPRINGS IS
 AL0093'ACTUALLY 0.45 MI.
 AL0093
 AL0093                          STATION RECOVERY (2008)
 AL0093
 AL0093'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AL0093'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0094 ***********************************************************************
 AL0094  DESIGNATION -  294
 AL0094  PID         -  AL0094
 AL0094  STATE/COUNTY-  FL/PINELLAS
 AL0094  COUNTRY     -  US
 AL0094  USGS QUAD   -  ELFERS (2018)
 AL0094
 AL0094                         *CURRENT SURVEY CONTROL
 AL0094  ______________________________________________________________________
 AL0094* NAD 83(1986) POSITION- 28 08 55.     (N) 082 43 47.     (W)   SCALED
 AL0094* NAVD 88 ORTHO HEIGHT -     2.353 (meters)        7.72  (feet) ADJUSTED
 AL0094  ______________________________________________________________________
 AL0094  GEOID HEIGHT    -        -25.140 (meters)                     GEOID18
 AL0094  DYNAMIC HEIGHT  -          2.349 (meters)        7.71  (feet) COMP
 AL0094  MODELED GRAVITY -    979,195.3   (mgal)                       NAVD 88
 AL0094
 AL0094  VERT ORDER      -  SECOND    CLASS II
 AL0094
 AL0094.The horizontal coordinates were scaled from a map and have
 AL0094.an estimated accuracy of +/- 6 seconds.
 AL0094
 AL0094.The orthometric height was determined by differential leveling and
 AL0094.adjusted by the NATIONAL GEODETIC SURVEY
 AL0094.in June 1991.
 AL0094
 AL0094.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0094.GEOID18 height accuracy estimate available here.
 AL0094
 AL0094.Click photographs - Photos may exist for this station.
 AL0094
 AL0094.The dynamic height is computed by dividing the NAVD 88
 AL0094.geopotential number by the normal gravity value computed on the
 AL0094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0094.degrees latitude (g = 980.6199 gals.).
 AL0094
 AL0094.The modeled gravity was interpolated from observed gravity values.
 AL0094
 AL0094;                    North         East    Units  Estimated Accuracy
 AL0094;SPC FL W     -   422,890.      128,330.      MT  (+/- 180 meters Scaled)
 AL0094
 AL0094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM301148(NAD 83)
 AL0094
 AL0094                          SUPERSEDED SURVEY CONTROL
 AL0094
 AL0094  NGVD 29 (??/??/92)    2.611  (m)            8.57   (f) ADJ UNCH    2 2
 AL0094
 AL0094.Superseded values are not recommended for survey control.
 AL0094
 AL0094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0094.See file dsdata.pdf to determine how the superseded data were derived.
 AL0094
 AL0094_MARKER: DD = SURVEY DISK
 AL0094_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0094_SP_SET: CULVERT HEADWALL
 AL0094_STAMPING: 294
 AL0094_MARK LOGO: FLSRD
 AL0094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0094+STABILITY: SURFACE MOTION
 AL0094
 AL0094  HISTORY     - Date     Condition        Report By
 AL0094  HISTORY     - UNK      MONUMENTED       FLHD
 AL0094  HISTORY     - 1976     GOOD             NGS
 AL0094  HISTORY     - 1990     POOR             USPSQD
 AL0094
 AL0094                          STATION DESCRIPTION
 AL0094
 AL0094'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0094'IN TARPON SPRINGS.
 AL0094'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0094'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 0.70 MILE.
 AL0094'STATION ON RIGHT, 30.7 FT. S.E. OF THE CENTERLINE OF KEYSTONE RD.,
 AL0094'15.7 FT. WEST OF A POWER POLE (NUMBER 12A-4842).  SET IN THE TOP OF A
 AL0094'CONCRETE HEADWALL.  SECTION 8, T27S, R16E.
 AL0094
 AL0094                          STATION RECOVERY (1990)
 AL0094
 AL0094'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0094'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0095 ***********************************************************************
 AL0095  DESIGNATION -  295
 AL0095  PID         -  AL0095
 AL0095  STATE/COUNTY-  FL/PINELLAS
 AL0095  COUNTRY     -  US
 AL0095  USGS QUAD   -  ELFERS (2018)
 AL0095
 AL0095                         *CURRENT SURVEY CONTROL
 AL0095  ______________________________________________________________________
 AL0095* NAD 83(1986) POSITION- 28 09 07.     (N) 082 43 35.     (W)   SCALED
 AL0095* NAVD 88 ORTHO HEIGHT -     3.937 (meters)       12.92  (feet) ADJUSTED
 AL0095  ______________________________________________________________________
 AL0095  GEOID HEIGHT    -        -25.152 (meters)                     GEOID18
 AL0095  DYNAMIC HEIGHT  -          3.932 (meters)       12.90  (feet) COMP
 AL0095  MODELED GRAVITY -    979,195.5   (mgal)                       NAVD 88
 AL0095
 AL0095  VERT ORDER      -  SECOND    CLASS II
 AL0095
 AL0095.The horizontal coordinates were scaled from a map and have
 AL0095.an estimated accuracy of +/- 6 seconds.
 AL0095
 AL0095.The orthometric height was determined by differential leveling and
 AL0095.adjusted by the NATIONAL GEODETIC SURVEY
 AL0095.in June 1991.
 AL0095
 AL0095.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0095.GEOID18 height accuracy estimate available here.
 AL0095
 AL0095.Click photographs - Photos may exist for this station.
 AL0095
 AL0095.The dynamic height is computed by dividing the NAVD 88
 AL0095.geopotential number by the normal gravity value computed on the
 AL0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0095.degrees latitude (g = 980.6199 gals.).
 AL0095
 AL0095.The modeled gravity was interpolated from observed gravity values.
 AL0095
 AL0095;                    North         East    Units  Estimated Accuracy
 AL0095;SPC FL W     -   423,260.      128,660.      MT  (+/- 180 meters Scaled)
 AL0095
 AL0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM304152(NAD 83)
 AL0095
 AL0095                          SUPERSEDED SURVEY CONTROL
 AL0095
 AL0095  NGVD 29 (??/??/92)    4.195  (m)           13.76   (f) ADJ UNCH    2 2
 AL0095
 AL0095.Superseded values are not recommended for survey control.
 AL0095
 AL0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0095.See file dsdata.pdf to determine how the superseded data were derived.
 AL0095
 AL0095_MARKER: DD = SURVEY DISK
 AL0095_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0095_SP_SET: CULVERT HEADWALL
 AL0095_STAMPING: 295
 AL0095_MARK LOGO: FLSRD
 AL0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0095+STABILITY: SURFACE MOTION
 AL0095
 AL0095  HISTORY     - Date     Condition        Report By
 AL0095  HISTORY     - UNK      MONUMENTED       FLHD
 AL0095  HISTORY     - 1976     GOOD             NGS
 AL0095  HISTORY     - 1990     GOOD             USPSQD
 AL0095
 AL0095                          STATION DESCRIPTION
 AL0095
 AL0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0095'IN TARPON SPRINGS.
 AL0095'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0095'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 1.00 MILE.
 AL0095'STATION ON RIGHT, 28.4 FT. S.E. OF THE CENTERLINE OF KEYSTONE RD.,
 AL0095'17.8 FT. NORTH OF A POWER POLE (NUMBER 12A-6194-R).  SET IN THE TOP OF
 AL0095'A CONCRETE HEADWALL.  SECTION 8, T 27, R 16.
 AL0095
 AL0095                          STATION RECOVERY (1990)
 AL0095
 AL0095'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0095'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0096 ***********************************************************************
 AL0096  DESIGNATION -  296
 AL0096  PID         -  AL0096
 AL0096  STATE/COUNTY-  FL/PINELLAS
 AL0096  COUNTRY     -  US
 AL0096  USGS QUAD   -  ELFERS (2018)
 AL0096
 AL0096                         *CURRENT SURVEY CONTROL
 AL0096  ______________________________________________________________________
 AL0096* NAD 83(1986) POSITION- 28 09 07.     (N) 082 43 05.     (W)   SCALED
 AL0096* NAVD 88 ORTHO HEIGHT -     1.820 (meters)        5.97  (feet) ADJUSTED
 AL0096  ______________________________________________________________________
 AL0096  GEOID HEIGHT    -        -25.161 (meters)                     GEOID18
 AL0096  DYNAMIC HEIGHT  -          1.817 (meters)        5.96  (feet) COMP
 AL0096  MODELED GRAVITY -    979,195.5   (mgal)                       NAVD 88
 AL0096
 AL0096  VERT ORDER      -  FIRST     CLASS II
 AL0096
 AL0096.The horizontal coordinates were scaled from a map and have
 AL0096.an estimated accuracy of +/- 6 seconds.
 AL0096
 AL0096.The orthometric height was determined by differential leveling and
 AL0096.adjusted by the NATIONAL GEODETIC SURVEY
 AL0096.in September 2007.
 AL0096
 AL0096.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0096.GEOID18 height accuracy estimate available here.
 AL0096
 AL0096.Click photographs - Photos may exist for this station.
 AL0096
 AL0096.The dynamic height is computed by dividing the NAVD 88
 AL0096.geopotential number by the normal gravity value computed on the
 AL0096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0096.degrees latitude (g = 980.6199 gals.).
 AL0096
 AL0096.The modeled gravity was interpolated from observed gravity values.
 AL0096
 AL0096;                    North         East    Units  Estimated Accuracy
 AL0096;SPC FL W     -   423,260.      129,470.      MT  (+/- 180 meters Scaled)
 AL0096
 AL0096_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM312152(NAD 83)
 AL0096
 AL0096                          SUPERSEDED SURVEY CONTROL
 AL0096
 AL0096  NAVD 88 (06/15/91)    1.822  (m)            5.98   (f) SUPERSEDED  2 2
 AL0096  NGVD 29 (??/??/92)    2.079  (m)            6.82   (f) ADJ UNCH    2 2
 AL0096
 AL0096.Superseded values are not recommended for survey control.
 AL0096
 AL0096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0096.See file dsdata.pdf to determine how the superseded data were derived.
 AL0096
 AL0096_MARKER: DD = SURVEY DISK
 AL0096_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0096_SP_SET: HEADWALL
 AL0096_STAMPING: 296
 AL0096_MARK LOGO: FLSRD
 AL0096_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0096+STABILITY: SURFACE MOTION
 AL0096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL0096+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005
 AL0096
 AL0096  HISTORY     - Date     Condition        Report By
 AL0096  HISTORY     - UNK      MONUMENTED       FLHD
 AL0096  HISTORY     - 1976     GOOD             NGS
 AL0096  HISTORY     - 1990     GOOD             USPSQD
 AL0096  HISTORY     - 20050306 GOOD             FLDEP
 AL0096
 AL0096                          STATION DESCRIPTION
 AL0096
 AL0096'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0096'0.5 MI E FROM TARPON SPRINGS.
 AL0096'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0096'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 1.65 MILES.
 AL0096'STATION ON RIGHT, 59.4 FT. SOUTH OF THE CENTERLINE OF KEYSTONE RD.,
 AL0096'75.2 FT. W.N.W. OF A POWER POLE (NUMBER 26-2).  SET IN THE TOP OF A
 AL0096'CONCRETE HEADWALL.  SECTION 8, T 27, R 16.
 AL0096
 AL0096                          STATION RECOVERY (1990)
 AL0096
 AL0096'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0096'RECOVERED IN GOOD CONDITION.
 AL0096
 AL0096                          STATION RECOVERY (2005)
 AL0096
 AL0096'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AL0096'RECOVERED IN GOOD CONDITION.
 AL0096'
 AL0096'NOTE THE MARK IS 1.4 FT EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG1681 ***********************************************************************
 BG1681  DESIGNATION -  297
 BG1681  PID         -  BG1681
 BG1681  STATE/COUNTY-  FL/ESCAMBIA
 BG1681  COUNTRY     -  US
 BG1681  USGS QUAD   -  WEST PENSACOLA (2018)
 BG1681
 BG1681                         *CURRENT SURVEY CONTROL
 BG1681  ______________________________________________________________________
 BG1681* NAD 83(1986) POSITION- 30 26 20.     (N) 087 16 51.     (W)   SCALED
 BG1681* NAVD 88 ORTHO HEIGHT -    22.984 (meters)       75.41  (feet) ADJUSTED
 BG1681* NAVD 88 EPOCH        -  2009.55
 BG1681  **This station is located in a suspected subsidence area (see below).
 BG1681  ______________________________________________________________________
 BG1681  GEOID HEIGHT    -        -27.492 (meters)                     GEOID18
 BG1681  DYNAMIC HEIGHT  -         22.954 (meters)       75.31  (feet) COMP
 BG1681  MODELED GRAVITY -    979,347.7   (mgal)                       NAVD 88
 BG1681
 BG1681  VERT ORDER      -  SECOND    CLASS 0
 BG1681
 BG1681.The horizontal coordinates were scaled from a map and have
 BG1681.an estimated accuracy of +/- 6 seconds.
 BG1681
 BG1681.** This station is in an area of known vertical motion.  Due to the
 BG1681.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG1681.** determined the orthometric heights for marks in these suspect
 BG1681.** subsidence areas should be considered valid only at the epoch date
 BG1681.** associated with the orthometric height.  These heights must always
 BG1681.** be validated when used as control.  All previously superseded
 BG1681.** orthometric heights are now considered suspect and are available
 BG1681.** in the superseded section.  NGS does not recommend using suspect
 BG1681.** or superseded heights as control.
 BG1681
 BG1681.The orthometric height was determined by differential leveling and
 BG1681.adjusted by the NATIONAL GEODETIC SURVEY
 BG1681.in July 2012.
 BG1681
 BG1681.No vertical observational check was made to the station.
 BG1681
 BG1681.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG1681.GEOID18 height accuracy estimate available here.
 BG1681
 BG1681.Click photographs - Photos may exist for this station.
 BG1681
 BG1681.The dynamic height is computed by dividing the NAVD 88
 BG1681.geopotential number by the normal gravity value computed on the
 BG1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1681.degrees latitude (g = 980.6199 gals.).
 BG1681
 BG1681.The modeled gravity was interpolated from observed gravity values.
 BG1681
 BG1681;                    North         East    Units  Estimated Accuracy
 BG1681;SPC FL N     -   162,760.      332,910.      MT  (+/- 180 meters Scaled)
 BG1681
 BG1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU730674(NAD 83)
 BG1681
 BG1681                          SUPERSEDED SURVEY CONTROL
 BG1681
 BG1681  NAVD 88 (06/15/91)   22.992  (m)           75.43   (f) SUPERSEDED  2 0
 BG1681  NGVD 29 (??/??/92)   23.043  (m)           75.60   (f) ADJ UNCH    2 0
 BG1681
 BG1681.Superseded values are not recommended for survey control.
 BG1681
 BG1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1681.See file dsdata.pdf to determine how the superseded data were derived.
 BG1681
 BG1681_MARKER: DD = SURVEY DISK
 BG1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1681_STAMPING: NO 297 ELEV 78
 BG1681_MARK LOGO: USACE
 BG1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1681+STABILITY: SURFACE MOTION
 BG1681
 BG1681  HISTORY     - Date     Condition        Report By
 BG1681  HISTORY     - UNK      MONUMENTED       USACE
 BG1681  HISTORY     - 1955     GOOD             CGS
 BG1681  HISTORY     - 20060313 MARK NOT FOUND   USPSQD
 BG1681
 BG1681                          STATION DESCRIPTION
 BG1681
 BG1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG1681'1.2 MI NW FROM WEST PENSACOLA.
 BG1681'1.2 MILES NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE OVERPASS OVER
 BG1681'THE ST. LOUIS AND SAN FRANCISCO RAILWAY AT WEST PENSACOLA, 185
 BG1681'FEET NORTHWEST OF THE POINT OF INTERSECTION OF THE CENTER LINES
 BG1681'OF THE HIGHWAY AND A ROAD WEST TO OSCEOLA GOLF COURSE, 34 1/2
 BG1681'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 11 FEET WEST
 BG1681'OF THE NORTHWEST CONCRETE GATE POST AT DRIVE TO HOUSE NUMBER
 BG1681'6107, 25 FEET SOUTHEAST OF A 24-INCH OAK, 28 FEET NORTHWEST OF
 BG1681'A POWER POLE, 6 FEET SOUTHWEST OF FENCE LINE, ABOUT LEVEL WITH
 BG1681'THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 BG1681'INCHES.
 BG1681
 BG1681                          STATION RECOVERY (2006)
 BG1681
 BG1681'RECOVERY NOTE BY US POWER SQUADRON 2006 (SHC)
 BG1681'MARK NOT FOUND.  34.5FT NE OF CENTER LINE OF HWY AT POINT REFERENCED
 BG1681'IS UNDER 7 LANE HWY, WHICH HAS BEEN WIDENDED SINCE 1955.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0097 ***********************************************************************
 AL0097  DESIGNATION -  297
 AL0097  PID         -  AL0097
 AL0097  STATE/COUNTY-  FL/PINELLAS
 AL0097  COUNTRY     -  US
 AL0097  USGS QUAD   -  ELFERS (2018)
 AL0097
 AL0097                         *CURRENT SURVEY CONTROL
 AL0097  ______________________________________________________________________
 AL0097* NAD 83(1986) POSITION- 28 09 07.     (N) 082 42 29.     (W)   SCALED
 AL0097* NAVD 88 ORTHO HEIGHT -     4.849 (meters)       15.91  (feet) ADJUSTED
 AL0097  ______________________________________________________________________
 AL0097  GEOID HEIGHT    -        -25.170 (meters)                     GEOID18
 AL0097  DYNAMIC HEIGHT  -          4.842 (meters)       15.89  (feet) COMP
 AL0097  MODELED GRAVITY -    979,195.7   (mgal)                       NAVD 88
 AL0097
 AL0097  VERT ORDER      -  FIRST     CLASS II
 AL0097
 AL0097.The horizontal coordinates were scaled from a map and have
 AL0097.an estimated accuracy of +/- 6 seconds.
 AL0097
 AL0097.The orthometric height was determined by differential leveling and
 AL0097.adjusted by the NATIONAL GEODETIC SURVEY
 AL0097.in September 2007.
 AL0097
 AL0097.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0097.GEOID18 height accuracy estimate available here.
 AL0097
 AL0097.Click photographs - Photos may exist for this station.
 AL0097
 AL0097.The dynamic height is computed by dividing the NAVD 88
 AL0097.geopotential number by the normal gravity value computed on the
 AL0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0097.degrees latitude (g = 980.6199 gals.).
 AL0097
 AL0097.The modeled gravity was interpolated from observed gravity values.
 AL0097
 AL0097;                    North         East    Units  Estimated Accuracy
 AL0097;SPC FL W     -   423,250.      130,460.      MT  (+/- 180 meters Scaled)
 AL0097
 AL0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM322152(NAD 83)
 AL0097
 AL0097                          SUPERSEDED SURVEY CONTROL
 AL0097
 AL0097  NAVD 88 (06/15/91)    4.948  (m)           16.23   (f) SUPERSEDED  2 2
 AL0097  NGVD 29 (??/??/92)    5.205  (m)           17.08   (f) ADJ UNCH    2 2
 AL0097
 AL0097.Superseded values are not recommended for survey control.
 AL0097
 AL0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0097.See file dsdata.pdf to determine how the superseded data were derived.
 AL0097
 AL0097_MARKER: DD = SURVEY DISK
 AL0097_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0097_SP_SET: HEADWALL
 AL0097_STAMPING: 297
 AL0097_MARK LOGO: FLSRD
 AL0097_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0097+STABILITY: SURFACE MOTION
 AL0097_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL0097+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2005
 AL0097
 AL0097  HISTORY     - Date     Condition        Report By
 AL0097  HISTORY     - UNK      MONUMENTED       FLHD
 AL0097  HISTORY     - 1976     GOOD             NGS
 AL0097  HISTORY     - 1990     GOOD             USPSQD
 AL0097  HISTORY     - 20050306 GOOD             FLDEP
 AL0097  HISTORY     - 20050531 GOOD             POLASS
 AL0097
 AL0097                          STATION DESCRIPTION
 AL0097
 AL0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0097'0.9 MI E FROM TARPON SPRINGS.
 AL0097'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0097'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 2.25 MILES.
 AL0097'STATION ON RIGHT, 33.3 FT. SOUTH OF THE CENTERLINE OF KEYSTONE RD.,
 AL0097'17.0 FT. NORTH OF A POWER POLE (NUMBER 12A-5564-R).  SET IN THE TOP OF
 AL0097'A CONCRETE HEADWALL.  SECTION 9, T 27, R 16.
 AL0097
 AL0097                          STATION RECOVERY (1990)
 AL0097
 AL0097'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0097'RECOVERED IN GOOD CONDITION.
 AL0097
 AL0097                          STATION RECOVERY (2005)
 AL0097
 AL0097'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AL0097'RECOVERED IN GOOD CONDITION.
 AL0097'
 AL0097'NOTE THE MARK IS 0.4 FT NORTH OF A CARSONITE WITNESS POST AND THE
 AL0097'MILEAGE EASTWARD  FROM U.S. HIGHWAY 19 IN TARPON SPRINGS IS ACTUALLY
 AL0097'2.15 MI.
 AL0097
 AL0097                          STATION RECOVERY (2005)
 AL0097
 AL0097'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME)
 AL0097'HEADWALL IN-TACT. SUITABLE BENCHMARK YET POOR GPS STATION, SUBSTANTIAL
 AL0097'CANOPY ALONG SOUTH RIGHT OF WAY OF KEYSTONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0098 ***********************************************************************
 AL0098  DESIGNATION -  298
 AL0098  PID         -  AL0098
 AL0098  STATE/COUNTY-  FL/PINELLAS
 AL0098  COUNTRY     -  US
 AL0098  USGS QUAD   -  ELFERS (2018)
 AL0098
 AL0098                         *CURRENT SURVEY CONTROL
 AL0098  ______________________________________________________________________
 AL0098* NAD 83(1986) POSITION- 28 09 07.     (N) 082 42 05.     (W)   SCALED
 AL0098* NAVD 88 ORTHO HEIGHT -    11.274 (meters)       36.99  (feet) ADJUSTED
 AL0098  ______________________________________________________________________
 AL0098  GEOID HEIGHT    -        -25.176 (meters)                     GEOID18
 AL0098  DYNAMIC HEIGHT  -         11.257 (meters)       36.93  (feet) COMP
 AL0098  MODELED GRAVITY -    979,195.7   (mgal)                       NAVD 88
 AL0098
 AL0098  VERT ORDER      -  SECOND    CLASS II
 AL0098
 AL0098.The horizontal coordinates were scaled from a map and have
 AL0098.an estimated accuracy of +/- 6 seconds.
 AL0098
 AL0098.The orthometric height was determined by differential leveling and
 AL0098.adjusted by the NATIONAL GEODETIC SURVEY
 AL0098.in June 1991.
 AL0098
 AL0098.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0098.GEOID18 height accuracy estimate available here.
 AL0098
 AL0098.Click photographs - Photos may exist for this station.
 AL0098
 AL0098.The dynamic height is computed by dividing the NAVD 88
 AL0098.geopotential number by the normal gravity value computed on the
 AL0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0098.degrees latitude (g = 980.6199 gals.).
 AL0098
 AL0098.The modeled gravity was interpolated from observed gravity values.
 AL0098
 AL0098;                    North         East    Units  Estimated Accuracy
 AL0098;SPC FL W     -   423,250.      131,110.      MT  (+/- 180 meters Scaled)
 AL0098
 AL0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM329152(NAD 83)
 AL0098
 AL0098                          SUPERSEDED SURVEY CONTROL
 AL0098
 AL0098  NGVD 29 (??/??/92)   11.530  (m)           37.83   (f) ADJ UNCH    2 2
 AL0098
 AL0098.Superseded values are not recommended for survey control.
 AL0098
 AL0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0098.See file dsdata.pdf to determine how the superseded data were derived.
 AL0098
 AL0098_MARKER: DD = SURVEY DISK
 AL0098_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0098_SP_SET: CULVERT HEADWALL
 AL0098_STAMPING: 298
 AL0098_MARK LOGO: FLSRD
 AL0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0098+STABILITY: SURFACE MOTION
 AL0098
 AL0098  HISTORY     - Date     Condition        Report By
 AL0098  HISTORY     - UNK      MONUMENTED       FLHD
 AL0098  HISTORY     - 1976     GOOD             NGS
 AL0098  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0098
 AL0098                          STATION DESCRIPTION
 AL0098
 AL0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0098'1.2 MI E FROM TARPON SPRINGS.
 AL0098'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0098'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 2.7 MILES.
 AL0098'STATION ON RIGHT, 37.5 FT. S.S.W. OF THE CENTERLINE OF KEYSTONE RD.,
 AL0098'128.0 FT. WEST OF THE POWER POLE (NO NUMBER).  SET IN THE TOP OF A
 AL0098'CONCRETE HEADWALL.  SECTION 9, T 27, R 16.
 AL0098
 AL0098                          STATION RECOVERY (1990)
 AL0098
 AL0098'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0098'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0099 ***********************************************************************
 AL0099  DESIGNATION -  299
 AL0099  PID         -  AL0099
 AL0099  STATE/COUNTY-  FL/PINELLAS
 AL0099  COUNTRY     -  US
 AL0099  USGS QUAD   -  ELFERS (2018)
 AL0099
 AL0099                         *CURRENT SURVEY CONTROL
 AL0099  ______________________________________________________________________
 AL0099* NAD 83(1986) POSITION- 28 09 01.     (N) 082 41 53.     (W)   SCALED
 AL0099* NAVD 88 ORTHO HEIGHT -     5.693 (meters)       18.68  (feet) ADJUSTED
 AL0099  ______________________________________________________________________
 AL0099  GEOID HEIGHT    -        -25.175 (meters)                     GEOID18
 AL0099  DYNAMIC HEIGHT  -          5.685 (meters)       18.65  (feet) COMP
 AL0099  MODELED GRAVITY -    979,195.7   (mgal)                       NAVD 88
 AL0099
 AL0099  VERT ORDER      -  SECOND    CLASS II
 AL0099
 AL0099.The horizontal coordinates were scaled from a map and have
 AL0099.an estimated accuracy of +/- 6 seconds.
 AL0099
 AL0099.The orthometric height was determined by differential leveling and
 AL0099.adjusted by the NATIONAL GEODETIC SURVEY
 AL0099.in June 1991.
 AL0099
 AL0099.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0099.GEOID18 height accuracy estimate available here.
 AL0099
 AL0099.Click photographs - Photos may exist for this station.
 AL0099
 AL0099.The dynamic height is computed by dividing the NAVD 88
 AL0099.geopotential number by the normal gravity value computed on the
 AL0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0099.degrees latitude (g = 980.6199 gals.).
 AL0099
 AL0099.The modeled gravity was interpolated from observed gravity values.
 AL0099
 AL0099;                    North         East    Units  Estimated Accuracy
 AL0099;SPC FL W     -   423,060.      131,440.      MT  (+/- 180 meters Scaled)
 AL0099
 AL0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM332150(NAD 83)
 AL0099
 AL0099                          SUPERSEDED SURVEY CONTROL
 AL0099
 AL0099  NGVD 29 (??/??/92)    5.950  (m)           19.52   (f) ADJ UNCH    2 2
 AL0099
 AL0099.Superseded values are not recommended for survey control.
 AL0099
 AL0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0099.See file dsdata.pdf to determine how the superseded data were derived.
 AL0099
 AL0099_MARKER: DD = SURVEY DISK
 AL0099_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0099_SP_SET: CULVERT HEADWALL
 AL0099_STAMPING: 299
 AL0099_MARK LOGO: FLSRD
 AL0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0099+STABILITY: SURFACE MOTION
 AL0099
 AL0099  HISTORY     - Date     Condition        Report By
 AL0099  HISTORY     - UNK      MONUMENTED       FLHD
 AL0099  HISTORY     - 1976     GOOD             NGS
 AL0099  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0099
 AL0099                          STATION DESCRIPTION
 AL0099
 AL0099'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0099'1.3 MI E FROM TARPON SPRINGS.
 AL0099'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0099'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 2.9 MILES.
 AL0099'STATION ON RIGHT, 23.3 FT. S.S.W. OF THE CENTERLINE OF KEYSTONE RD.,
 AL0099'40.0 FT. N.E. OF A POWER POLE (NUMBER 12A-6570-R).  SET IN THE TOP OF
 AL0099'A CONCRETE HEADWALL.  SECTION 10, T 27, R 16.
 AL0099
 AL0099                          STATION RECOVERY (1990)
 AL0099
 AL0099'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0099'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0014 ***********************************************************************
 AA0014  DESIGNATION -  3
 AA0014  PID         -  AA0014
 AA0014  STATE/COUNTY-  FL/MONROE
 AA0014  COUNTRY     -  US
 AA0014  USGS QUAD   -  KEY WEST (2018)
 AA0014
 AA0014                         *CURRENT SURVEY CONTROL
 AA0014  ______________________________________________________________________
 AA0014* NAD 83(1986) POSITION- 24 32 57.     (N) 081 48 17.     (W)   SCALED
 AA0014* NAVD 88 ORTHO HEIGHT -     1.487 (meters)        4.88  (feet) ADJUSTED
 AA0014  ______________________________________________________________________
 AA0014  GEOID HEIGHT    -        -21.769 (meters)                     GEOID18
 AA0014  DYNAMIC HEIGHT  -          1.484 (meters)        4.87  (feet) COMP
 AA0014  MODELED GRAVITY -    978,954.6   (mgal)                       NAVD 88
 AA0014
 AA0014  VERT ORDER      -  FIRST     CLASS II
 AA0014
 AA0014.The horizontal coordinates were scaled from a map and have
 AA0014.an estimated accuracy of +/- 6 seconds.
 AA0014
 AA0014.The orthometric height was determined by differential leveling and
 AA0014.adjusted by the NATIONAL GEODETIC SURVEY
 AA0014.in June 1991.
 AA0014
 AA0014.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0014.GEOID18 height accuracy estimate available here.
 AA0014
 AA0014.Click photographs - Photos may exist for this station.
 AA0014
 AA0014.The dynamic height is computed by dividing the NAVD 88
 AA0014.geopotential number by the normal gravity value computed on the
 AA0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0014.degrees latitude (g = 980.6199 gals.).
 AA0014
 AA0014.The modeled gravity was interpolated from observed gravity values.
 AA0014
 AA0014;                    North         East    Units  Estimated Accuracy
 AA0014;SPC FL E     -    24,140.      118,470.      MT  (+/- 180 meters Scaled)
 AA0014
 AA0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH185152(NAD 83)
 AA0014
 AA0014                          SUPERSEDED SURVEY CONTROL
 AA0014
 AA0014  NGVD 29 (??/??/92)    1.899  (m)            6.23   (f) SUPERSEDED  1 2
 AA0014  NGVD 29 (09/01/92)    1.896  (m)            6.22   (f) ADJUSTED    1 2
 AA0014
 AA0014.Superseded values are not recommended for survey control.
 AA0014
 AA0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0014.See file dsdata.pdf to determine how the superseded data were derived.
 AA0014
 AA0014_MARKER: Z = SEE DESCRIPTION
 AA0014_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0014+WITH SETTING: PAVEMENT
 AA0014_SP_SET: CONCRETE PLATFORM
 AA0014_MARK LOGO: USACE
 AA0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0014+STABILITY: SURFACE MOTION
 AA0014
 AA0014  HISTORY     - Date     Condition        Report By
 AA0014  HISTORY     - UNK      MONUMENTED       USACE
 AA0014  HISTORY     - 1966     GOOD             CGS
 AA0014  HISTORY     - 1978     GOOD             NGS
 AA0014  HISTORY     - 19881231 GOOD             FLDNR
 AA0014
 AA0014                          STATION DESCRIPTION
 AA0014
 AA0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0014'AT KEY WEST.
 AA0014'AT KEY WEST, AT THE NAVAL AIR STATION, IN THE NORTHWEST ABANDONED
 AA0014'MORTAR PIT OF OLD BATTERY SEMONOLE, (THE BATTERY IS AT THE
 AA0014'EXTENDED SOUTHWEST END OF OLIVIA STREET IN KEY WEST), 90 FEET
 AA0014'SOUTHWEST OF THE CENTER LINE OF BLACK TOPPED STREET ON NORTHEAST
 AA0014'SIDE OF OLD FORT, 10.7 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF
 AA0014'DOOR IN NORTHWEST WALL OF PIT, 1.3 FEET SOUTHEAST OF THE NORTHWEST
 AA0014'WALL OF PIT AND SET IN CONCRETE PLATFORM. 3 INCH METAL PLUG.
 AA0014
 AA0014                          STATION RECOVERY (1978)
 AA0014
 AA0014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0014'RECOVERED IN GOOD CONDITION.
 AA0014
 AA0014                          STATION RECOVERY (1988)
 AA0014
 AA0014'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0014'THE MARK IS IN KEY WEST AT THE NAVAL AIR STATION (TRUMAN ANNEX), AT
 AA0014'THE BATTERY SEMINOLE (ABANDONED) IN THE NORTHWEST MORTAR PIT.  THE
 AA0014'BATTERY IS LOCATED AT THE EXTENDED SOUTHWEST END OF OLIVIA STREET,
 AA0014'27.4 M (89.9 FT) SOUTHWEST OF THE CENTERLINE OF AN OLD BLACK-TOPPED
 AA0014'STREET ON THE NORTHEAST SIDE OF THE OLD FORT, 3.26 M (10.70 FT)
 AA0014'SOUTHWEST OF THE SOUTHWEST SIDE OF A DOOR IN THE NORTH-WEST WALL OF
 AA0014'THE PIT.  THE MARK IS A THREE-QUARTER INCH DIAMETER BRASS PLUG SET IN
 AA0014'THE CONCRETE FLOOR AND PROJECTS APPROXIMATELY 0.04 M (0.13 FT) .
 AA0014'NOTE--THIS MARK IS DESCRIBED IN THE NGS PUBLICATION ON 1971, QUAD
 AA0014'240814, PAGE NO.19.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0760 ***********************************************************************
 BE0760  TIDAL BM    -  This is a Tidal Bench Mark.
 BE0760  DESIGNATION -  3
 BE0760  PID         -  BE0760
 BE0760  STATE/COUNTY-  FL/BAY
 BE0760  COUNTRY     -  US
 BE0760  USGS QUAD   -  PANAMA CITY (2018)
 BE0760
 BE0760                         *CURRENT SURVEY CONTROL
 BE0760  ______________________________________________________________________
 BE0760* NAD 83(1986) POSITION- 30 08 52.     (N) 085 39 32.     (W)   SCALED
 BE0760* NAVD 88 ORTHO HEIGHT -     3.160 (meters)       10.37  (feet) ADJUSTED
 BE0760  ______________________________________________________________________
 BE0760  GEOID HEIGHT    -        -27.720 (meters)                     GEOID18
 BE0760  DYNAMIC HEIGHT  -          3.156 (meters)       10.35  (feet) COMP
 BE0760  MODELED GRAVITY -    979,317.1   (mgal)                       NAVD 88
 BE0760
 BE0760  VERT ORDER      -  FIRST     CLASS II
 BE0760
 BE0760.The horizontal coordinates were scaled from a map and have
 BE0760.an estimated accuracy of +/- 6 seconds.
 BE0760
 BE0760.The orthometric height was determined by differential leveling and
 BE0760.adjusted by the NATIONAL GEODETIC SURVEY
 BE0760.in June 1991.
 BE0760
 BE0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0760.GEOID18 height accuracy estimate available here.
 BE0760
 BE0760.This Tidal Bench Mark is designated as VM 780
 BE0760.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BE0760
 BE0760.This Tidal Bench Mark is designated as VM 10002
 BE0760.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BE0760
 BE0760.Click photographs - Photos may exist for this station.
 BE0760
 BE0760.The dynamic height is computed by dividing the NAVD 88
 BE0760.geopotential number by the normal gravity value computed on the
 BE0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0760.degrees latitude (g = 980.6199 gals.).
 BE0760
 BE0760.The modeled gravity was interpolated from observed gravity values.
 BE0760
 BE0760;                    North         East    Units  Estimated Accuracy
 BE0760;SPC FL N     -   127,800.      488,360.      MT  (+/- 180 meters Scaled)
 BE0760
 BE0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU291359(NAD 83)
 BE0760
 BE0760                          SUPERSEDED SURVEY CONTROL
 BE0760
 BE0760  NGVD 29 (??/??/92)    3.303  (m)           10.84   (f) ADJ UNCH    1 2
 BE0760
 BE0760.Superseded values are not recommended for survey control.
 BE0760
 BE0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0760.See file dsdata.pdf to determine how the superseded data were derived.
 BE0760
 BE0760_MARKER: DD = SURVEY DISK
 BE0760_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE0760_SP_SET: RETAINING WALL
 BE0760_STAMPING: 3 1933 10.833
 BE0760_MARK LOGO: USACE
 BE0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0760+STABILITY: SURFACE MOTION
 BE0760
 BE0760  HISTORY     - Date     Condition        Report By
 BE0760  HISTORY     - 1933     MONUMENTED       USACE
 BE0760  HISTORY     - 1967     GOOD             CGS
 BE0760  HISTORY     - 1984     GOOD             FLDNR
 BE0760  HISTORY     - 1988     GOOD             USPSQD
 BE0760  HISTORY     - 1989     GOOD             USPSQD
 BE0760  HISTORY     - 1990     GOOD             USPSQD
 BE0760  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 BE0760
 BE0760                          STATION DESCRIPTION
 BE0760
 BE0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BE0760'AT PANAMA CITY.
 BE0760'AT PANAMA CITY, ABOUT 0.45 MILE SOUTHEAST ALONG BEACH DRIVE
 BE0760'FROM THE INTERSECTION OF HARRISON AVENUE, 0.15 MILE SOUTH OF
 BE0760'THE SOUTH END OF THE DRAWBRIDGE OVER MASSALINA BAYOU, BETWEEN
 BE0760'2 ND PLACE AND 2 ND COURT, 146 FEET SOUTH OF THE EXTENDED CENTER
 BE0760'LINE OF 2 ND COURT, 9.5 FEET WEST OF THE WEST CURB OF BEACH
 BE0760'DRIVE, SET ON THE TOP OF A CONCRETE RETAINING WALL AND 1/2
 BE0760'FOOT ABOVE THE LEVEL OF THE SIDEWALK.  NOTE-- MASSALINA BAYOU,
 BE0760'ST ANDREW BAY.
 BE0760
 BE0760                          STATION RECOVERY (1984)
 BE0760
 BE0760'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE0760'RECOVERED IN GOOD CONDITION.
 BE0760
 BE0760                          STATION RECOVERY (1988)
 BE0760
 BE0760'RECOVERY NOTE BY US POWER SQUADRON 1988 (GWM)
 BE0760'RECOVERED IN GOOD CONDITION.
 BE0760
 BE0760                          STATION RECOVERY (1989)
 BE0760
 BE0760'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE0760'RECOVERED IN GOOD CONDITION.
 BE0760
 BE0760                          STATION RECOVERY (1990)
 BE0760
 BE0760'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE0760'RECOVERED IN GOOD CONDITION.
 BE0760
 BE0760                          STATION RECOVERY (1997)
 BE0760
 BE0760'RECOVERY NOTE BY US POWER SQUADRON 1997
 BE0760'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1417 ***********************************************************************
 AQ1417  DESIGNATION -  3
 AQ1417  PID         -  AQ1417
 AQ1417  STATE/COUNTY-  FL/VOLUSIA
 AQ1417  COUNTRY     -  US
 AQ1417  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1417
 AQ1417                         *CURRENT SURVEY CONTROL
 AQ1417  ______________________________________________________________________
 AQ1417* NAD 83(1986) POSITION- 29 02 17.     (N) 080 54 29.     (W)   SCALED
 AQ1417* NAVD 88 ORTHO HEIGHT -     3.415 (meters)       11.20  (feet) ADJUSTED
 AQ1417  ______________________________________________________________________
 AQ1417  GEOID HEIGHT    -        -28.246 (meters)                     GEOID18
 AQ1417  DYNAMIC HEIGHT  -          3.410 (meters)       11.19  (feet) COMP
 AQ1417  MODELED GRAVITY -    979,262.8   (mgal)                       NAVD 88
 AQ1417
 AQ1417  VERT ORDER      -  FIRST     CLASS II
 AQ1417
 AQ1417.The horizontal coordinates were scaled from a map and have
 AQ1417.an estimated accuracy of +/- 6 seconds.
 AQ1417
 AQ1417.The orthometric height was determined by differential leveling and
 AQ1417.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1417.in June 1991.
 AQ1417
 AQ1417.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1417.GEOID18 height accuracy estimate available here.
 AQ1417
 AQ1417.Click photographs - Photos may exist for this station.
 AQ1417
 AQ1417.The dynamic height is computed by dividing the NAVD 88
 AQ1417.geopotential number by the normal gravity value computed on the
 AQ1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1417.degrees latitude (g = 980.6199 gals.).
 AQ1417
 AQ1417.The modeled gravity was interpolated from observed gravity values.
 AQ1417
 AQ1417;                    North         East    Units  Estimated Accuracy
 AQ1417;SPC FL E     -   521,250.      208,960.      MT  (+/- 180 meters Scaled)
 AQ1417
 AQ1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN089122(NAD 83)
 AQ1417
 AQ1417                          SUPERSEDED SURVEY CONTROL
 AQ1417
 AQ1417  NGVD 29 (??/??/92)    3.782  (m)           12.41   (f) ADJ UNCH    1 2
 AQ1417
 AQ1417.Superseded values are not recommended for survey control.
 AQ1417
 AQ1417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1417.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1417
 AQ1417_MARKER: DD = SURVEY DISK
 AQ1417_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AQ1417_SP_SET: BRIDGE ABUTMENT
 AQ1417_STAMPING: 3
 AQ1417_MARK LOGO: FLHD
 AQ1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1417
 AQ1417  HISTORY     - Date     Condition        Report By
 AQ1417  HISTORY     - UNK      MONUMENTED       FLHD
 AQ1417  HISTORY     - 1963     GOOD             CGS
 AQ1417  HISTORY     - 1984     GOOD             USPSQD
 AQ1417  HISTORY     - 20210319 MARK NOT FOUND   GEOCAC
 AQ1417
 AQ1417                          STATION DESCRIPTION
 AQ1417
 AQ1417'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AQ1417'1.7 MI E FROM NEW SMYRNA BEACH.
 AQ1417'1.7 MILES EAST ALONG STATE HIGHWAY 44 FROM ITS INTERSECTION WITH
 AQ1417'U.S. HIGHWAY 1 AT NEW SMYRNA BEACH, SET ON THE TOP OF THE SOUTH
 AQ1417'END OF THE WEST CONCRETE ABUTMENT OF THE LARGE DRAWBRIDGE OVER THE
 AQ1417'INDIAN RIVER (INTERCOSTAL WATERWAY), 19.5 FEET SOUTH OF THE CENTER
 AQ1417'LINE OF THE HIGHWAY AND 1 FOOT ABOVE THE BRIDGE SURFACE.
 AQ1417'NOTE-- THE FIGURE 3 WAS STAMPED ON THE DISK BY THIS PARTY IN
 AQ1417'1963.
 AQ1417
 AQ1417                          STATION RECOVERY (1984)
 AQ1417
 AQ1417'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1417'RECOVERED IN GOOD CONDITION.
 AQ1417
 AQ1417                          STATION RECOVERY (2021)
 AQ1417
 AQ1417'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1417'THE BRIDGE AND ITS ABUTMENTS HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0153 ***********************************************************************
 AK0153  DESIGNATION -  3
 AK0153  PID         -  AK0153
 AK0153  STATE/COUNTY-  FL/SEMINOLE
 AK0153  COUNTRY     -  US
 AK0153  USGS QUAD   -  SANFORD (2018)
 AK0153
 AK0153                         *CURRENT SURVEY CONTROL
 AK0153  ______________________________________________________________________
 AK0153* NAD 83(1986) POSITION- 28 50 12.2    (N) 081 19 27.2    (W)   HD_HELD2
 AK0153* NAVD 88 ORTHO HEIGHT -     2.08  (+/-2cm)        6.8   (feet) VERTCON3
 AK0153  ______________________________________________________________________
 AK0153  GEOID HEIGHT    -        -27.825 (meters)                     GEOID18
 AK0153  VERT ORDER      -  ? (See Below)
 AK0153
 AK0153.The horizontal coordinates were established by autonomous hand held GPS
 AK0153.observations and have an estimated accuracy of +/- 10 meters.
 AK0153
 AK0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK0153
 AK0153.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0153.GEOID18 height accuracy estimate available here.
 AK0153
 AK0153.The vertical order pertains to the NGVD 29 superseded value.
 AK0153
 AK0153.Click photographs - Photos may exist for this station.
 AK0153
 AK0153;                    North         East    Units  Estimated Accuracy
 AK0153;SPC FL E     -   498,977.      168,360.      MT  (+/- 10 meters HH2 GPS)
 AK0153
 AK0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM6837189939(NAD 83)
 AK0153
 AK0153                          SUPERSEDED SURVEY CONTROL
 AK0153
 AK0153  NGVD 29 (??/??/92)    2.393  (m)            7.85   (f) ADJ UNCH       
 AK0153
 AK0153.Superseded values are not recommended for survey control.
 AK0153
 AK0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0153.See file dsdata.pdf to determine how the superseded data were derived.
 AK0153
 AK0153_MARKER: X = CHISELED CROSS
 AK0153_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK0153_SP_SET: PIER
 AK0153_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK0153
 AK0153  HISTORY     - Date     Condition        Report By
 AK0153  HISTORY     - UNK      MONUMENTED       USACE
 AK0153  HISTORY     - 1933     GOOD             CGS
 AK0153  HISTORY     - 1960     MARK NOT FOUND   CGS
 AK0153
 AK0153                          STATION DESCRIPTION
 AK0153
 AK0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AK0153'IN VOLUSIA COUNTY, 4.3 MILES NORTH ALONG THE ATLANTIC COAST LINE
 AK0153'RAILROAD FROM THE PASSENGER STATION AT SANFORD, SEMINOLE COUNTY,
 AK0153'AT THE SOUTH END OF THE BRIDGE OVER ST. JOHNS RIVER, AND ON THE
 AK0153'TOP OF THE WEST SIDE OF THE IRON CAISSON OF THE WEST PIER.  A
 AK0153'LIGHTLY CHISELED CROSS.
 AK0153
 AK0153                          STATION RECOVERY (1960)
 AK0153
 AK0153'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 AK0153'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0178 ***********************************************************************
 AK0178  DESIGNATION -  3
 AK0178  PID         -  AK0178
 AK0178  STATE/COUNTY-  FL/SEMINOLE
 AK0178  COUNTRY     -  US
 AK0178  USGS QUAD   -  SANFORD (2018)
 AK0178
 AK0178                         *CURRENT SURVEY CONTROL
 AK0178  ______________________________________________________________________
 AK0178* NAD 83(1986) POSITION- 28 48 43.     (N) 081 15 56.     (W)   SCALED
 AK0178* NAVD 88 ORTHO HEIGHT -     4.527 (meters)       14.85  (feet) ADJUSTED
 AK0178  ______________________________________________________________________
 AK0178  GEOID HEIGHT    -        -27.849 (meters)                     GEOID18
 AK0178  DYNAMIC HEIGHT  -          4.520 (meters)       14.83  (feet) COMP
 AK0178  MODELED GRAVITY -    979,243.0   (mgal)                       NAVD 88
 AK0178
 AK0178  VERT ORDER      -  FIRST     CLASS II
 AK0178
 AK0178.The horizontal coordinates were scaled from a map and have
 AK0178.an estimated accuracy of +/- 6 seconds.
 AK0178
 AK0178.The orthometric height was determined by differential leveling and
 AK0178.adjusted by the NATIONAL GEODETIC SURVEY
 AK0178.in June 1991.
 AK0178
 AK0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0178.GEOID18 height accuracy estimate available here.
 AK0178
 AK0178.Click photographs - Photos may exist for this station.
 AK0178
 AK0178.The dynamic height is computed by dividing the NAVD 88
 AK0178.geopotential number by the normal gravity value computed on the
 AK0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0178.degrees latitude (g = 980.6199 gals.).
 AK0178
 AK0178.The modeled gravity was interpolated from observed gravity values.
 AK0178
 AK0178;                    North         East    Units  Estimated Accuracy
 AK0178;SPC FL E     -   496,220.      174,080.      MT  (+/- 180 meters Scaled)
 AK0178
 AK0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM740871(NAD 83)
 AK0178
 AK0178                          SUPERSEDED SURVEY CONTROL
 AK0178
 AK0178  NGVD 29 (??/??/92)    4.84   (m)           15.9    (f) COMPUTED    1 2
 AK0178
 AK0178.Superseded values are not recommended for survey control.
 AK0178
 AK0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0178.See file dsdata.pdf to determine how the superseded data were derived.
 AK0178
 AK0178_MARKER: X = CHISELED CROSS
 AK0178_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK0178
 AK0178  HISTORY     - Date     Condition        Report By
 AK0178  HISTORY     - UNK      MONUMENTED       USACE
 AK0178  HISTORY     - 1960     GOOD             CGS
 AK0178  HISTORY     - 1961     GOOD             CGS
 AK0178  HISTORY     - 19901006 MARK NOT FOUND   USPSQD
 AK0178  HISTORY     - 20210603 MARK NOT FOUND   GEOCAC
 AK0178
 AK0178                          STATION DESCRIPTION
 AK0178
 AK0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AK0178'AT SANFORD.
 AK0178'AT SANFORD, AT THE INTERSECTION OF N PALMETTO AVENUE AND E FIRST
 AK0178'STREET, A ONE-INCH CHISELED CROSS CHISELED ON TOP OF THE EAST END
 AK0178'OF THE TOP ONE OF THREE STEPS LEADING TO THE FRONT ENTRANCE TO
 AK0178'THE POST OFFICE, 22 FEET NORTH OF THE NORTH CURB LINE OF E FIRST
 AK0178'STREET, 0.4 FOOT WEST OF THE EAST END OF THE STEP, AND ABOUT 2 1/2
 AK0178'FEET ABOVE THE LEVEL OF THE STREET.
 AK0178
 AK0178                          STATION RECOVERY (1961)
 AK0178
 AK0178'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 AK0178'RECOVERED IN GOOD CONDITION.
 AK0178
 AK0178                          STATION RECOVERY (1990)
 AK0178
 AK0178'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AK0178'MARK NOT FOUND.
 AK0178
 AK0178                          STATION RECOVERY (2021)
 AK0178
 AK0178'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK0178'THE STEPS HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9456 ***********************************************************************
 AG9456  DESIGNATION -  3 08 44 22
 AG9456  PID         -  AG9456
 AG9456  STATE/COUNTY-  FL/LEE
 AG9456  COUNTRY     -  US
 AG9456  USGS QUAD   -  BOKEELIA (2018)
 AG9456
 AG9456                         *CURRENT SURVEY CONTROL
 AG9456  ______________________________________________________________________
 AG9456* NAD 83(2011) POSITION- 26 39 26.27054(N) 082 07 56.45713(W)   ADJUSTED
 AG9456* NAD 83(2011) ELLIP HT-   -19.684 (meters)        (06/27/12)   ADJUSTED
 AG9456* NAD 83(2011) EPOCH   -  2010.00
 AG9456* NAVD 88 ORTHO HEIGHT -     3.929 (meters)       12.89  (feet) ADJUSTED
 AG9456  ______________________________________________________________________
 AG9456  GEOID HEIGHT    -        -23.715 (meters)                     GEOID18
 AG9456  NAD 83(2011) X  -    780,794.505 (meters)                     COMP
 AG9456  NAD 83(2011) Y  - -5,650,313.893 (meters)                     COMP
 AG9456  NAD 83(2011) Z  -  2,844,322.327 (meters)                     COMP
 AG9456  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 AG9456  DYNAMIC HEIGHT  -          3.923 (meters)       12.87  (feet) COMP
 AG9456  MODELED GRAVITY -    979,095.7   (mgal)                       NAVD 88
 AG9456
 AG9456  VERT ORDER      -  FIRST     CLASS II
 AG9456
 AG9456  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9456  Standards:
 AG9456         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9456            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9456  -------------------------------------------------------------------
 AG9456  NETWORK    1.88   2.98           0.69   0.82   1.52      0.24923177
 AG9456  -------------------------------------------------------------------
 AG9456  Click here for local accuracies and other accuracy information.
 AG9456
 AG9456.The horizontal coordinates were established by GPS observations
 AG9456.and adjusted by the National Geodetic Survey in June 2012.
 AG9456
 AG9456.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9456.been affixed to the stable North American tectonic plate. See 
 AG9456.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9456
 AG9456.The horizontal coordinates are valid at the epoch date displayed above
 AG9456.which is a decimal equivalence of Year/Month/Day.
 AG9456
 AG9456.The orthometric height was determined by differential leveling and
 AG9456.adjusted by the NATIONAL GEODETIC SURVEY
 AG9456.in July 2010.
 AG9456
 AG9456.No vertical observational check was made to the station.
 AG9456
 AG9456.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9456.GEOID18 height accuracy estimate available here.
 AG9456
 AG9456.Click photographs - Photos may exist for this station.
 AG9456
 AG9456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9456
 AG9456.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9456
 AG9456.The ellipsoidal height was determined by GPS observations
 AG9456.and is referenced to NAD 83.
 AG9456
 AG9456.The dynamic height is computed by dividing the NAVD 88
 AG9456.geopotential number by the normal gravity value computed on the
 AG9456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9456.degrees latitude (g = 980.6199 gals.).
 AG9456
 AG9456.The modeled gravity was interpolated from observed gravity values.
 AG9456
 AG9456. The following values were computed from the NAD 83(2011) position.
 AG9456
 AG9456;                    North         East     Units Scale Factor Converg.
 AG9456;SPC FL W     -   257,441.376   186,824.876   MT  0.99994332   -0 03 33.8
 AG9456;SPC FL W     -   844,622.25    612,941.28   sFT  0.99994332   -0 03 33.8
 AG9456;UTM  17      - 2,948,978.335   387,310.790   MT  0.99975678   -0 30 29.1
 AG9456
 AG9456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9456!SPC FL W     -   1.00000309  x   0.99994332  =   0.99994641
 AG9456!UTM  17      -   1.00000309  x   0.99975678  =   0.99975987
 AG9456
 AG9456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8731048978(NAD 83)
 AG9456
 AG9456                          SUPERSEDED SURVEY CONTROL
 AG9456
 AG9456  NAD 83(2007)-  26 39 26.27073(N)    082 07 56.45777(W) AD(2002.00) 0
 AG9456  ELLIP H (02/10/07)  -19.669  (m)                       GP(2002.00)    
 AG9456  NAD 83(1999)-  26 39 26.27098(N)    082 07 56.45829(W) AD(       ) 1
 AG9456  ELLIP H (07/06/01)  -19.659  (m)                       GP(       ) 4 2
 AG9456  NAD 83(1990)-  26 39 26.26933(N)    082 07 56.45752(W) AD(       ) 1
 AG9456  ELLIP H (11/12/93)  -19.616  (m)                       GP(       ) 4 1
 AG9456  NAVD 88 (11/12/93)    4.0    (m)  GEOID93  model used  GPS OBS        
 AG9456
 AG9456.Superseded values are not recommended for survey control.
 AG9456
 AG9456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9456.See file dsdata.pdf to determine how the superseded data were derived.
 AG9456
 AG9456_MARKER: DD = SURVEY DISK
 AG9456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9456_STAMPING: GPS 3-08 44 22 9060 1990
 AG9456_MARK LOGO: FL-071
 AG9456_PROJECTION: RECESSED 10 CENTIMETERS
 AG9456_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9456+STABILITY: SURFACE MOTION
 AG9456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9456+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 AG9456
 AG9456  HISTORY     - Date     Condition        Report By
 AG9456  HISTORY     - 1990     MONUMENTED       DENI
 AG9456  HISTORY     - 20080617 POOR             INDIV
 AG9456  HISTORY     - 20081114 GOOD             FLDEP
 AG9456
 AG9456                          STATION DESCRIPTION
 AG9456
 AG9456'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AG9456'STATION IS LOCATED NEAR THE CENTER OF SEC.8, TWP 44S, RGE 22E, ON PINE
 AG9456'ISLAND, 16.2 MI (26.1 KM) WEST OF FORT MYERS, 3.5 MI (5.6 KM) SOUTH
 AG9456'OF BOKEELIA.
 AG9456'TO REACH STATION FROM THE JUNCTION OF PINE ISLAND ROAD/COUNTY ROAD 78
 AG9456'AND (HARRY)STRINGFELLOW ROAD/COUNTY ROAD 767, GO NORTH 3.1 MI
 AG9456'(5.0 KM) TO THE STATION ON THE RIGHT ON TOP OF A BERM JUST SOUTH OF
 AG9456'BEAU LANE.
 AG9456'STATION IS 63.4 FT (19.3 M) NORTHEAST OF THE CENTERLINE OF (HARRY)
 AG9456'STRINGFELLOW ROAD, 166.5 FT (50.7 M) SOUTH OF THE CENTERLINE OF BEAU
 AG9456'LANE, 3.5 FT (1.1 M) WEST SOUTHWEST OF WOOD FENCE POST, 4.3 FT
 AG9456'(1.3 M) WEST OF A WITNESS POST.
 AG9456'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AG9456'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 4 INCHES BELOW
 AG9456'GROUND LEVEL.
 AG9456
 AG9456                          STATION RECOVERY (2008)
 AG9456
 AG9456'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (SU)
 AG9456'MARK FOUND, BUT TIES TO OTHER NGS CONTROL POINTS IN AREA SUGGEST
 AG9456'MONUMENT MAY HAVE BEEN DISTURBED.
 AG9456
 AG9456                          STATION RECOVERY (2008)
 AG9456
 AG9456'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG9456'THE MARK IS ABOUT 4.2 MI (6.8 KM) WEST-NORTHWEST OF MATLACHA, 3.7 MI
 AG9456'(6.0 KM) SOUTH-SOUTHEAST OF BOKEELIA, 3.1 MI (5.0 KM) NORTH-NORTHWEST
 AG9456'OF PINE ISLAND CENTER, IN SECTION 8, TOWNSHIP 44 SOUTH, RANGE 22 EAST.
 AG9456'TO REACH THE MARK FROM THE INTERSECTION OF PINE ISLAND ROAD (COUNTY
 AG9456'ROAD 78) AND H. STRINGFELLOW ROAD (COUNTY ROAD 767) IN PINE ISLAND
 AG9456'CENTER, GO NORTHWEST ON H. STRINGFELLOW ROAD (COUNTY ROAD 767) FOR 3.3
 AG9456'MI (5.3 KM) TO THE JUNCTION OF PINELAND ROAD ON THE LEFT AND THE MARK
 AG9456'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 AG9456'THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF H. STRINGFELLOW
 AG9456'ROAD.
 AG9456'
 AG9456'LOCATED 250.0 FT (76.2 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 AG9456'BEAU LANE, 95.0 FT (29.0 M) SOUTHEAST OF THE EXTENDED CENTERLINE OF
 AG9456'PINELAND ROAD, 63.3 FT (19.3 M) NORTHEAST OF THE APPROXIMATE
 AG9456'CENTERLINE OF H. STRINGFELLOW ROAD AND 1.0 FT (0.3 M) NORTHWEST OF A
 AG9456'COUNTY METAL WITNESS POST.
 AG9456'
 AG9456'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AG9456'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5227 ***********************************************************************
 AG5227  DESIGNATION -  3 13.64 FLHD
 AG5227  PID         -  AG5227
 AG5227  STATE/COUNTY-  FL/PINELLAS
 AG5227  COUNTRY     -  US
 AG5227  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG5227
 AG5227                         *CURRENT SURVEY CONTROL
 AG5227  ______________________________________________________________________
 AG5227* NAD 83(1986) POSITION- 27 39 49.     (N) 082 40 38.     (W)   SCALED
 AG5227* NAVD 88 ORTHO HEIGHT -     3.623 (meters)       11.89  (feet) ADJUSTED
 AG5227  ______________________________________________________________________
 AG5227  GEOID HEIGHT    -        -24.416 (meters)                     GEOID18
 AG5227  DYNAMIC HEIGHT  -          3.618 (meters)       11.87  (feet) COMP
 AG5227  MODELED GRAVITY -    979,163.0   (mgal)                       NAVD 88
 AG5227
 AG5227  VERT ORDER      -  FIRST     CLASS II
 AG5227
 AG5227.The horizontal coordinates were scaled from a map and have
 AG5227.an estimated accuracy of +/- 6 seconds.
 AG5227
 AG5227.The orthometric height was determined by differential leveling and
 AG5227.adjusted by the NATIONAL GEODETIC SURVEY
 AG5227.in June 1991.
 AG5227
 AG5227.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5227.GEOID18 height accuracy estimate available here.
 AG5227
 AG5227.Click photographs - Photos may exist for this station.
 AG5227
 AG5227.The dynamic height is computed by dividing the NAVD 88
 AG5227.geopotential number by the normal gravity value computed on the
 AG5227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5227.degrees latitude (g = 980.6199 gals.).
 AG5227
 AG5227.The modeled gravity was interpolated from observed gravity values.
 AG5227
 AG5227;                    North         East    Units  Estimated Accuracy
 AG5227;SPC FL W     -   369,120.      133,180.      MT  (+/- 180 meters Scaled)
 AG5227
 AG5227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345610(NAD 83)
 AG5227
 AG5227                          SUPERSEDED SURVEY CONTROL
 AG5227
 AG5227  NGVD 29 (??/??/92)    3.911  (m)           12.83   (f) ADJ UNCH    1 2
 AG5227
 AG5227.Superseded values are not recommended for survey control.
 AG5227
 AG5227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5227.See file dsdata.pdf to determine how the superseded data were derived.
 AG5227
 AG5227_MARKER: DD = SURVEY DISK
 AG5227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5227_SP_SET: BRIDGE
 AG5227_STAMPING: 3 13.64
 AG5227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5227
 AG5227  HISTORY     - Date     Condition        Report By
 AG5227  HISTORY     - UNK      MONUMENTED       FLHD
 AG5227  HISTORY     - 1972     GOOD             NGS
 AG5227  HISTORY     - 20020719 MARK NOT FOUND   USPSQD
 AG5227
 AG5227                          STATION DESCRIPTION
 AG5227
 AG5227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5227'10 MI S FROM ST PETERSBURG.
 AG5227'ABOUT 2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND
 AG5227'THE INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG,
 AG5227'THENCE 7.5 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET AND
 AG5227'SUNSHINE SKYWAY), AT THE NORTHWEST CORNER OF THE MORE EASTERLY OF
 AG5227'TWO LONG CONCRETE HIGHWAY BRIDGES, SET IN THE TOP OF THE WEST END
 AG5227'OF THE NORTH CONCRETE ABUTMENT OF THE BRIDGE, 21 1/2 FEET WEST OF
 AG5227'THE CENTER LINE OF THE TWO EAST TRAFFIC LANES OF THE HIGHWAY,
 AG5227'2.5 FEET WEST OF THE NORTH END OF THE WEST CONCRETE GUARDRAIL ON
 AG5227'THE BRIDGE, ABOUT LEVEL WITH THE HIGHWAY.
 AG5227
 AG5227                          STATION RECOVERY (2002)
 AG5227
 AG5227'RECOVERY NOTE BY US POWER SQUADRON 2002 (WJE)
 AG5227'DESTROYED.  ON PORTION OF OLD BRIDGE (BUNCES PASS BRIDGE) WHICH WAS
 AG5227'REMOVED AND REPLACED WITH A NEW BRIDGE IN 1991.  DESCRIPTION NOT
 AG5227'VALID.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF9409 ***********************************************************************
 DF9409  DESIGNATION -  3 2
 DF9409  PID         -  DF9409
 DF9409  STATE/COUNTY-  FL/MARTIN
 DF9409  COUNTRY     -  US
 DF9409  USGS QUAD   -  SAINT LUCIE INLET (2018)
 DF9409
 DF9409                         *CURRENT SURVEY CONTROL
 DF9409  ______________________________________________________________________
 DF9409* NAD 83(1990) POSITION- 27 09 54.24234(N) 080 11 01.34376(W)   ADJUSTED
 DF9409* NAVD 88 ORTHO HEIGHT -     1.2   (meters)        4.    (feet) VERTCON3
 DF9409  ______________________________________________________________________
 DF9409  GEOID HEIGHT    -        -27.675 (meters)                     GEOID18
 DF9409  LAPLACE CORR    -         -3.64  (seconds)                    DEFLEC18
 DF9409  HORZ ORDER      -  THIRD
 DF9409
 DF9409.The horizontal coordinates were established by classical geodetic methods
 DF9409.and adjusted by the National Geodetic Survey in December 2003.
 DF9409
 DF9409.The NAVD 88 height was computed by applying the VERTCON shift value to
 DF9409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DF9409
 DF9409.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9409.GEOID18 height accuracy estimate available here.
 DF9409
 DF9409.Click photographs - Photos may exist for this station.
 DF9409
 DF9409.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9409
 DF9409. The following values were computed from the NAD 83(1990) position.
 DF9409
 DF9409;                    North         East     Units Scale Factor Converg.
 DF9409;SPC FL E     -   313,956.349   280,899.324   MT  1.00002194   +0 22 21.7
 DF9409;SPC FL E     - 1,030,038.46    921,583.87   sFT  1.00002194   +0 22 21.7
 DF9409;UTM  17      - 3,004,981.210   580,871.722   MT  0.99968073   +0 22 21.7
 DF9409
 DF9409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9409!SPC FL E     -   1.00000416  x   1.00002194  =   1.00002610
 DF9409!UTM  17      -   1.00000416  x   0.99968073  =   0.99968489
 DF9409
 DF9409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL8087104981(NAD 83)
 DF9409
 DF9409                          SUPERSEDED SURVEY CONTROL
 DF9409
 DF9409  NGVD 29 (12/30/03)    1.6    (m)            5.     (f) VERT ANG       
 DF9409
 DF9409.Superseded values are not recommended for survey control.
 DF9409
 DF9409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9409.See file dsdata.pdf to determine how the superseded data were derived.
 DF9409
 DF9409_MARKER: DH = HORIZONTAL CONTROL DISK
 DF9409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF9409_STAMPING: USE 3-2
 DF9409_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF9409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9409+STABILITY: SURFACE MOTION
 DF9409
 DF9409  HISTORY     - Date     Condition        Report By
 DF9409  HISTORY     - 1984     MONUMENTED       NOS
 DF9409  HISTORY     - 20040228 POOR             USPSQD
 DF9409  HISTORY     - 20231201 MARK NOT FOUND   GEOCAC
 DF9409
 DF9409                          STATION DESCRIPTION
 DF9409
 DF9409'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 DF9409'THE STATION IS LOCATED APPROXIMATELY 4.0 MILES EAST OF PORT SALERNO,
 DF9409'FLORIDA, NEAR ROCKY POINT COVE, APPROXIMATELY 0.6 MILE SOUTHEAST FROM
 DF9409'THE SOUTH TIP OF SEWALL POINT.  TO REACH THE STATION FROM THE POST
 DF9409'OFFICE IN PORT SALERNO GO SOUTHEAST ON STATE HIGHWAY A1A FOR 0.45 MILE
 DF9409'TO A STREET CALLED THIRD AVENUE ON THE LEFT.  TURN LEFT SHARPLY AND GO
 DF9409'NORTHWEST ON THIRD AVENUE FOR 0.2 MILE TO A STREET CALLED FIRST AVENUE
 DF9409'ON THE RIGHT.  TURB RIGHT AND GO NORTHEAST ON FIRST AVENUE CROSSING
 DF9409'OVER A BRIDGE, FOR 1.1 MILES TO A CROSSROAD (KUBIN ROAD).  TURN LEFT
 DF9409'ON KUBIN ROAD AND GO FOR 1.1 MILES TO A T INTERSECTION.  TURN RIGHT AT
 DF9409'THE INTERSECTION AND GO NORTHEAST FOR 0.3 MILE TO JAMAICA WAY ROAD ON
 DF9409'THE LEFT. PARK AND WALK NORTHERLY TO THE BREAKWAY ON THE ST. LUCIE
 DF9409'RIVER AND THE AREA OF THE STATION.  THE STATION IS A 1-1/2 INCH BRASS
 DF9409'PLUG CEMENTED INTO A DRILL HOLE IN THE BREAKWALL.  THE PLUG IS
 DF9409'STAMPED---USE 3-2---, THE STATION IS LOCATED 42.5 FEET EAST FROM THE
 DF9409'NORTWEST CORNER OF THE BREAKWALL 40.71 FEET EAST FROM A USE DISK
 DF9409'CEMENTED IN THE BREAKWALL. 25.0FEET EAST FROM THE EASTERLY EDGE OF A
 DF9409'WOOD DOCK 15.9 FEET NORTH FROM THE SOUTH END OF A T IN THE BREAKWALL
 DF9409'1.0 FOOT SOUTH FROM THE NORTH EDGE OF THE BREAKWALL  HEIGHT OF LIGHT
 DF9409'SHOWN WAS 1.50 METERS ABOVE THE MARK.  DESCRIBED BY R DECROIX.
 DF9409
 DF9409                          STATION RECOVERY (2004)
 DF9409
 DF9409'RECOVERY NOTE BY US POWER SQUADRON 2004 (GCM)
 DF9409'MARK APPEARS SOUND, BUT DESIGNATION AND PID ARE WORN BADLY.  COULD NOT
 DF9409'READ WELL.
 DF9409
 DF9409                          STATION RECOVERY (2023)
 DF9409
 DF9409'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DF9409'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9457 ***********************************************************************
 AG9457  DESIGNATION -  3 26 45 22
 AG9457  PID         -  AG9457
 AG9457  STATE/COUNTY-  FL/LEE
 AG9457  COUNTRY     -  US
 AG9457  USGS QUAD   -  PINE ISLAND CENTER (2018)
 AG9457
 AG9457                         *CURRENT SURVEY CONTROL
 AG9457  ______________________________________________________________________
 AG9457* NAD 83(2011) POSITION- 26 31 17.12750(N) 082 05 07.57857(W)   ADJUSTED
 AG9457* NAD 83(2011) ELLIP HT-   -22.459 (meters)        (06/27/12)   ADJUSTED
 AG9457* NAD 83(2011) EPOCH   -  2010.00
 AG9457* NAVD 88 ORTHO HEIGHT -     1.178 (meters)        3.86  (feet) ADJUSTED
 AG9457  ______________________________________________________________________
 AG9457  GEOID HEIGHT    -        -23.659 (meters)                     GEOID18
 AG9457  NAD 83(2011) X  -    786,347.899 (meters)                     COMP
 AG9457  NAD 83(2011) Y  - -5,656,344.279 (meters)                     COMP
 AG9457  NAD 83(2011) Z  -  2,830,858.979 (meters)                     COMP
 AG9457  LAPLACE CORR    -         -1.46  (seconds)                    DEFLEC18
 AG9457  DYNAMIC HEIGHT  -          1.176 (meters)        3.86  (feet) COMP
 AG9457  MODELED GRAVITY -    979,081.5   (mgal)                       NAVD 88
 AG9457
 AG9457  VERT ORDER      -  FIRST     CLASS II
 AG9457
 AG9457  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9457  Standards:
 AG9457         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9457            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9457  -------------------------------------------------------------------
 AG9457  NETWORK    2.17   3.16           0.82   0.92   1.61      0.35055023
 AG9457  -------------------------------------------------------------------
 AG9457  Click here for local accuracies and other accuracy information.
 AG9457
 AG9457.The horizontal coordinates were established by GPS observations
 AG9457.and adjusted by the National Geodetic Survey in June 2012.
 AG9457
 AG9457.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9457.been affixed to the stable North American tectonic plate. See 
 AG9457.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9457
 AG9457.The horizontal coordinates are valid at the epoch date displayed above
 AG9457.which is a decimal equivalence of Year/Month/Day.
 AG9457
 AG9457.The orthometric height was determined by differential leveling and
 AG9457.adjusted by the NATIONAL GEODETIC SURVEY
 AG9457.in February 2022.
 AG9457
 AG9457.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9457.GEOID18 height accuracy estimate available here.
 AG9457
 AG9457.Click photographs - Photos may exist for this station.
 AG9457
 AG9457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9457
 AG9457.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9457
 AG9457.The ellipsoidal height was determined by GPS observations
 AG9457.and is referenced to NAD 83.
 AG9457
 AG9457.The dynamic height is computed by dividing the NAVD 88
 AG9457.geopotential number by the normal gravity value computed on the
 AG9457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9457.degrees latitude (g = 980.6199 gals.).
 AG9457
 AG9457.The modeled gravity was interpolated from observed gravity values.
 AG9457
 AG9457. The following values were computed from the NAD 83(2011) position.
 AG9457
 AG9457;                    North         East     Units Scale Factor Converg.
 AG9457;SPC FL W     -   242,383.928   191,484.708   MT  0.99994207   -0 02 17.3
 AG9457;SPC FL W     -   795,221.27    628,229.41   sFT  0.99994207   -0 02 17.3
 AG9457;UTM  17      - 2,933,887.841   391,851.966   MT  0.99974440   -0 29 05.0
 AG9457
 AG9457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9457!SPC FL W     -   1.00000353  x   0.99994207  =   0.99994560
 AG9457!UTM  17      -   1.00000353  x   0.99974440  =   0.99974793
 AG9457
 AG9457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9185133887(NAD 83)
 AG9457
 AG9457                          SUPERSEDED SURVEY CONTROL
 AG9457
 AG9457  NAD 83(2007)-  26 31 17.12764(N)    082 05 07.57920(W) AD(2002.00) 0
 AG9457  ELLIP H (02/10/07)  -22.444  (m)                       GP(2002.00)    
 AG9457  NAD 83(1999)-  26 31 17.12794(N)    082 05 07.57955(W) AD(       ) 1
 AG9457  ELLIP H (07/06/01)  -22.443  (m)                       GP(       ) 4 2
 AG9457  NAD 83(1990)-  26 31 17.12618(N)    082 05 07.57878(W) AD(       ) 1
 AG9457  ELLIP H (11/12/93)  -22.384  (m)                       GP(       ) 4 1
 AG9457  NAVD 88 (07/21/10)    1.176  (m)            3.86   (f) SUPERSEDED  1 2
 AG9457  NAVD 88 (11/12/93)    1.2    (m)  GEOID93  model used  GPS OBS        
 AG9457
 AG9457.Superseded values are not recommended for survey control.
 AG9457
 AG9457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9457.See file dsdata.pdf to determine how the superseded data were derived.
 AG9457
 AG9457_MARKER: DD = SURVEY DISK
 AG9457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9457_STAMPING: GPS 3-26 45 22 9057 1990
 AG9457_MARK LOGO: FL-071
 AG9457_PROJECTION: RECESSED 8 CENTIMETERS
 AG9457_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9457+STABILITY: SURFACE MOTION
 AG9457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9457+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2024
 AG9457
 AG9457  HISTORY     - Date     Condition        Report By
 AG9457  HISTORY     - 1990     MONUMENTED       DENI
 AG9457  HISTORY     - 20081114 GOOD             FLDEP
 AG9457  HISTORY     - 20120917 GOOD             INDIV
 AG9457  HISTORY     - 20190820 GOOD             WANTGP
 AG9457  HISTORY     - 20200722 GOOD             T2UES
 AG9457  HISTORY     - 20240518 GOOD             BOWMAN
 AG9457
 AG9457                          STATION DESCRIPTION
 AG9457
 AG9457'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AG9457'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SEC. 26, TWP 45S, RGE
 AG9457'22E, ON PINE ISLAND, 15.7 MI (25.3 KM) SOUTHWEST OF FORT MYERS, 2 MI
 AG9457'(3.2 KM) NORTH OF ST. JAMES CITY.
 AG9457'TO REACH STATION FROM THE JUNCTION OF PINE ISLAND ROAD/COUNTY ROAD 78
 AG9457'AND (HARRY)STRINGFELLOW ROAD/COUNTY ROAD 767, GO SOUTH 6.6 MI
 AG9457'(10.6 KM) ON (HARRY)STRINGFELLOW ROAD TO THE ST.JAMES WATER PUMPING
 AG9457'SUBSTATION AND THE STATION ON THE LEFT.
 AG9457'STATION IS 49.7 FT (15.1 M) EAST OF THE CENTERLINE OF (HARRY)
 AG9457'STRINGFELLOW ROAD, 9.0 FT (2.7 M) NORTH OF THE CENTERLINE OF A PAVED
 AG9457'ENTRANCE DRIVE TO THE SUBSTATION, 152.5 FT (46.5 M) SOUTH OF THE
 AG9457'CENTERLINE OF CASTILE ROAD (GRAVEL), 118.7 FT (36.2 M) SOUTH OF A
 AG9457'POWER POLE, 6.5 FT (2.0 M) WEST OF A WITNESS POST.
 AG9457'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINIUM SURVEY MARK
 AG9457'DISK SET IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT, 4 INCHES BELOW
 AG9457'GROUND LEVEL.
 AG9457
 AG9457                          STATION RECOVERY (2008)
 AG9457
 AG9457'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG9457'RECOVERED AS DESCRIBED.
 AG9457
 AG9457                          STATION RECOVERY (2012)
 AG9457
 AG9457'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JH)
 AG9457'RECOVERED IN GOOD CONDITION.
 AG9457
 AG9457                          STATION RECOVERY (2019)
 AG9457
 AG9457'RECOVERY NOTE BY WANTMAN GROUP INC 2019 (MJS)
 AG9457'RECOVERED IN GOOD CONDITION.
 AG9457
 AG9457                          STATION RECOVERY (2020)
 AG9457
 AG9457'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AG9457'RECOVERED IN GOOD CONDITION.
 AG9457'
 AG9457'NOTE-THE WITNESS POST IS MISSING.
 AG9457'
 AG9457'NOTE-A MAGNET WAS PLACED ON THE SOUTHSIDE OF THE CONCRETE POST.
 AG9457
 AG9457                          STATION RECOVERY (2024)
 AG9457
 AG9457'RECOVERY NOTE BY BOWMAN CONSULTING GROUP 2024 (TMM)
 AG9457'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8673 ***********************************************************************
 AD8673  DESIGNATION -  3 31 44 24
 AD8673  PID         -  AD8673
 AD8673  STATE/COUNTY-  FL/LEE
 AD8673  COUNTRY     -  US
 AD8673  USGS QUAD   -  FORT MYERS SW (2018)
 AD8673
 AD8673                         *CURRENT SURVEY CONTROL
 AD8673  ______________________________________________________________________
 AD8673* NAD 83(2011) POSITION- 26 35 36.69594(N) 081 57 23.19448(W)   ADJUSTED
 AD8673* NAD 83(2011) ELLIP HT-   -21.930 (meters)        (06/27/12)   ADJUSTED
 AD8673* NAD 83(2011) EPOCH   -  2010.00
 AD8673* NAVD 88 ORTHO HEIGHT -     2.011 (meters)        6.60  (feet) ADJUSTED
 AD8673  ______________________________________________________________________
 AD8673  GEOID HEIGHT    -        -23.966 (meters)                     GEOID18
 AD8673  NAD 83(2011) X  -    798,580.869 (meters)                     COMP
 AD8673  NAD 83(2011) Y  - -5,651,023.475 (meters)                     COMP
 AD8673  NAD 83(2011) Z  -  2,838,004.968 (meters)                     COMP
 AD8673  LAPLACE CORR    -         -2.32  (seconds)                    DEFLEC18
 AD8673  DYNAMIC HEIGHT  -          2.008 (meters)        6.59  (feet) COMP
 AD8673  MODELED GRAVITY -    979,076.6   (mgal)                       NAVD 88
 AD8673
 AD8673  VERT ORDER      -  FIRST     CLASS II
 AD8673
 AD8673  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8673  Standards:
 AD8673         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8673            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8673  -------------------------------------------------------------------
 AD8673  NETWORK    1.58   2.43           0.60   0.68   1.24      0.24714400
 AD8673  -------------------------------------------------------------------
 AD8673  Click here for local accuracies and other accuracy information.
 AD8673
 AD8673.The horizontal coordinates were established by GPS observations
 AD8673.and adjusted by the National Geodetic Survey in June 2012.
 AD8673
 AD8673.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8673.been affixed to the stable North American tectonic plate. See 
 AD8673.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8673
 AD8673.The horizontal coordinates are valid at the epoch date displayed above
 AD8673.which is a decimal equivalence of Year/Month/Day.
 AD8673
 AD8673.The orthometric height was determined by differential leveling and
 AD8673.adjusted by the NATIONAL GEODETIC SURVEY
 AD8673.in October 2022.
 AD8673
 AD8673.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8673.GEOID18 height accuracy estimate available here.
 AD8673
 AD8673.Click photographs - Photos may exist for this station.
 AD8673
 AD8673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8673
 AD8673.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8673
 AD8673.The ellipsoidal height was determined by GPS observations
 AD8673.and is referenced to NAD 83.
 AD8673
 AD8673.The dynamic height is computed by dividing the NAVD 88
 AD8673.geopotential number by the normal gravity value computed on the
 AD8673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8673.degrees latitude (g = 980.6199 gals.).
 AD8673
 AD8673.The modeled gravity was interpolated from observed gravity values.
 AD8673
 AD8673. The following values were computed from the NAD 83(2011) position.
 AD8673
 AD8673;                    North         East     Units Scale Factor Converg.
 AD8673;SPC FL W     -   250,370.056   204,338.435   MT  0.99994141   +0 01 10.2
 AD8673;SPC FL W     -   821,422.43    670,400.35   sFT  0.99994141   +0 01 10.2
 AD8673;UTM  17      - 2,941,771.732   404,764.866   MT  0.99971197   -0 25 41.5
 AD8673
 AD8673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8673!SPC FL W     -   1.00000345  x   0.99994141  =   0.99994486
 AD8673!UTM  17      -   1.00000345  x   0.99971197  =   0.99971541
 AD8673
 AD8673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0476441771(NAD 83)
 AD8673
 AD8673                          SUPERSEDED SURVEY CONTROL
 AD8673
 AD8673  NAD 83(2007)-  26 35 36.69608(N)    081 57 23.19511(W) AD(2002.00) 0
 AD8673  ELLIP H (02/10/07)  -21.916  (m)                       GP(2002.00)    
 AD8673  NAD 83(1999)-  26 35 36.69639(N)    081 57 23.19542(W) AD(       ) 1
 AD8673  ELLIP H (07/06/01)  -21.915  (m)                       GP(       ) 4 2
 AD8673  NAD 83(1990)-  26 35 36.69456(N)    081 57 23.19465(W) AD(       ) 1
 AD8673  ELLIP H (11/12/93)  -21.846  (m)                       GP(       ) 4 1
 AD8673  NAVD 88 (11/12/93)    2.0    (m)  GEOID93  model used  GPS OBS        
 AD8673
 AD8673.Superseded values are not recommended for survey control.
 AD8673
 AD8673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8673.See file dsdata.pdf to determine how the superseded data were derived.
 AD8673
 AD8673_MARKER: DD = SURVEY DISK
 AD8673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8673_STAMPING: GPS 3-31 44 24 9063 1990
 AD8673_MARK LOGO: FL-071
 AD8673_PROJECTION: RECESSED 13 CENTIMETERS
 AD8673_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8673+STABILITY: SURFACE MOTION
 AD8673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8673+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2024
 AD8673
 AD8673  HISTORY     - Date     Condition        Report By
 AD8673  HISTORY     - 1990     MONUMENTED       DENI
 AD8673  HISTORY     - 19910110 GOOD
 AD8673  HISTORY     - 20170417 GOOD             ATKNA
 AD8673  HISTORY     - 20190417 GOOD             FGLDSV
 AD8673  HISTORY     - 20210110 GOOD             FLDEP
 AD8673  HISTORY     - 20220207 GOOD             FLDEP
 AD8673  HISTORY     - 20241105 GOOD             HONC
 AD8673
 AD8673                          STATION DESCRIPTION
 AD8673
 AD8673'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8673'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SEC.31, TWP 44S, RGE
 AD8673'24E, IN CAPE CORAL, 6.3 MI (10.1 KM) SOUTHWEST OF FORT MYERS.
 AD8673'TO REACH STATION FROM THE JUNCTION OF CLEVELAND AVENUE/U.S.HIGHWAY 41
 AD8673'AND PINE ISLAND ROAD/STATE ROUTE 78, GO WESTERLY ON PINE ISLAND ROAD
 AD8673'2.7 MI (4.3 KM) TO DEL PRADO BOULEVARD, THEN SOUTH 2.15 MI (3.46 KM)
 AD8673'TO VISCAYA PARKWAY, THEN WEST 0.55 MI (0.89 KM) AND SOUTHWEST 0.6 MI
 AD8673'(1.0 KM) ON VISCAYA PKWY TO THE JUNCTION WITH NICHOLAS PARKWAY AND
 AD8673'COUNTRY CLUB BOULEVARD, THEN SOUTH 2.5 MI (4.0 KM) ON COUNTRY CLUB
 AD8673'BLVD TO THE STATION IN THE MEDIAN NORTH OF THE JUNCTION WITH SE 31ST
 AD8673'LANE.
 AD8673'STATION IS 14.8 FT (4.5 M) WEST OF THE CENTERLINE OF NORTHBOUND
 AD8673'COUNTRY CLUB BLVD, 33.0 FT (10.1 M) NORTH OF THE CENTERLINE OF SE
 AD8673'31ST LANE PROJECTED, 24.2 FT (7.4 M) EAST OF THE CENTERLINE OF
 AD8673'SOUTHBOUND THRU LANES OF COUNTRY CLUB BLVD, 104.25 FT (31.78 M)
 AD8673'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE LOCATED AT 3134 COUNTRY
 AD8673'CLUB BLVD, 116.15 FT (35.40 M) NORTHWEST OF THE NORTHWEST CORNER OF
 AD8673'THE HOUSE LOCATED AT 902 SE 31ST LANE, 128.7 FT (39.2 M) SOUTHWEST OF
 AD8673'A POWER POLE. NO WITNESS POST SET.
 AD8673'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8673'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 5 INCHES BELOW
 AD8673'GROUND LEVEL.
 AD8673
 AD8673                          STATION RECOVERY (1991)
 AD8673
 AD8673'RECOVERED 1991
 AD8673'RECOVERED IN GOOD CONDITION.
 AD8673
 AD8673                          STATION RECOVERY (2017)
 AD8673
 AD8673'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2017 (DWD)
 AD8673'STATION RECOVERED IN CONNECTION WITH A TOPOGRAPHIC SURVEY ALONG DEL
 AD8673'PRADO BOULEVARD FOR THE PLACEMENT OF ADA RAMPS BY THE CITY OF CAPE
 AD8673'CORAL. 100054662
 AD8673
 AD8673                          STATION RECOVERY (2019)
 AD8673
 AD8673'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2019 (JKI)
 AD8673'RECOVERED IN GOOD CONDITION.
 AD8673
 AD8673                          STATION RECOVERY (2021)
 AD8673
 AD8673'RECOVERY NOTE BY FL DEPT OF ENV PRO 2021 (DLP)
 AD8673'RECOVERED AS DESCRIBED.
 AD8673
 AD8673                          STATION RECOVERY (2022)
 AD8673
 AD8673'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (DMP)
 AD8673'RECOVERED IN GOOD CONDITION.
 AD8673
 AD8673                          STATION RECOVERY (2024)
 AD8673
 AD8673'RECOVERY NOTE BY HONC INDUSTRIES 2024 (XZ)
 AD8673'GREEN PVC CASING DAMAGED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8674 ***********************************************************************
 AD8674  DESIGNATION -  3 31 47 25
 AD8674  PID         -  AD8674
 AD8674  STATE/COUNTY-  FL/LEE
 AD8674  COUNTRY     -  US
 AD8674  USGS QUAD   -  BONITA SPRINGS (2018)
 AD8674
 AD8674                         *CURRENT SURVEY CONTROL
 AD8674  ______________________________________________________________________
 AD8674* NAD 83(2011) POSITION- 26 19 50.62275(N) 081 50 41.91281(W)   ADJUSTED
 AD8674* NAD 83(2011) ELLIP HT-   -21.952 (meters)        (06/27/12)   ADJUSTED
 AD8674* NAD 83(2011) EPOCH   -  2010.00
 AD8674* NAVD 88 ORTHO HEIGHT -     1.9   (meters)        6.    (feet) GPS OBS
 AD8674  ______________________________________________________________________
 AD8674  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8674  GEOID HEIGHT    -        -24.720 (meters)                     GEOID93
 AD8674  GEOID HEIGHT    -        -23.841 (meters)                     GEOID18
 AD8674  NAD 83(2011) X  -    811,413.700 (meters)                     COMP
 AD8674  NAD 83(2011) Y  - -5,662,302.495 (meters)                     COMP
 AD8674  NAD 83(2011) Z  -  2,811,938.912 (meters)                     COMP
 AD8674  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 AD8674
 AD8674  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8674  Standards:
 AD8674         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8674            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8674  -------------------------------------------------------------------
 AD8674  NETWORK    1.87   3.18           0.75   0.78   1.62      0.13934867
 AD8674  -------------------------------------------------------------------
 AD8674  Click here for local accuracies and other accuracy information.
 AD8674
 AD8674.The horizontal coordinates were established by GPS observations
 AD8674.and adjusted by the National Geodetic Survey in June 2012.
 AD8674
 AD8674.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8674.been affixed to the stable North American tectonic plate. See 
 AD8674.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8674
 AD8674.The horizontal coordinates are valid at the epoch date displayed above
 AD8674.which is a decimal equivalence of Year/Month/Day.
 AD8674
 AD8674.The orthometric height was determined by GPS observations and a
 AD8674.high-resolution geoid model.
 AD8674
 AD8674.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8674.GEOID18 height accuracy estimate available here.
 AD8674
 AD8674.Click photographs - Photos may exist for this station.
 AD8674
 AD8674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8674
 AD8674.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8674
 AD8674.The ellipsoidal height was determined by GPS observations
 AD8674.and is referenced to NAD 83.
 AD8674
 AD8674. The following values were computed from the NAD 83(2011) position.
 AD8674
 AD8674;                    North         East     Units Scale Factor Converg.
 AD8674;SPC FL W     -   221,263.570   215,476.054   MT  0.99994413   +0 04 07.5
 AD8674;SPC FL W     -   725,928.90    706,941.02   sFT  0.99994413   +0 04 07.5
 AD8674;UTM  17      - 2,912,586.592   415,673.118   MT  0.99968779   -0 22 29.3
 AD8674
 AD8674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8674!SPC FL W     -   1.00000345  x   0.99994413  =   0.99994758
 AD8674!UTM  17      -   1.00000345  x   0.99968779  =   0.99969124
 AD8674
 AD8674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1567312586(NAD 83)
 AD8674
 AD8674                          SUPERSEDED SURVEY CONTROL
 AD8674
 AD8674  NAD 83(2007)-  26 19 50.62282(N)    081 50 41.91345(W) AD(2002.00) 0
 AD8674  ELLIP H (02/10/07)  -21.932  (m)                       GP(2002.00)    
 AD8674  NAD 83(1999)-  26 19 50.62340(N)    081 50 41.91339(W) AD(       ) 1
 AD8674  ELLIP H (07/06/01)  -21.914  (m)                       GP(       ) 4 2
 AD8674  NAD 83(1990)-  26 19 50.62166(N)    081 50 41.91279(W) AD(       ) 1
 AD8674  ELLIP H (11/12/93)  -21.839  (m)                       GP(       ) 4 1
 AD8674
 AD8674.Superseded values are not recommended for survey control.
 AD8674
 AD8674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8674.See file dsdata.pdf to determine how the superseded data were derived.
 AD8674
 AD8674_MARKER: DD = SURVEY DISK
 AD8674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8674_STAMPING: 3-31 47 25 9054 1990
 AD8674_MARK LOGO: FL-071
 AD8674_PROJECTION: FLUSH
 AD8674_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8674+STABILITY: SURFACE MOTION
 AD8674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8674+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AD8674
 AD8674  HISTORY     - Date     Condition        Report By
 AD8674  HISTORY     - 1990     MONUMENTED       DENI
 AD8674  HISTORY     - 19980404 POOR             USPSQD
 AD8674  HISTORY     - 20121024 MARK NOT FOUND   FL-021
 AD8674
 AD8674                          STATION DESCRIPTION
 AD8674
 AD8674'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8674'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SEC.31, TWP 47S, RGE
 AD8674'25E, 21.4 MI (34.4 KM) SOUTH OF FORT MYERS, IN BONITA BEACH, 5.9 MI
 AD8674'(9.5 KM) WEST OF THE JUNCTION OF I-75 AND BONITA BEACH ROAD/COUNTY
 AD8674'ROAD 865, EXIT 18.
 AD8674'TO REACH THE STATION FROM THE JUNCTION OF I-75 AND BONITA BEACH ROAD
 AD8674'(2 LANES), GO WEST 3.4 MI (5.5 KM) ON BONITA BEACH ROAD TO THE
 AD8674'INTERSECTION WITH U.S.HIGHWAY 41/TAMIAMI TRAIL, THEN CONTINUE WEST ON
 AD8674'BONITA BEACH ROAD 2.5 MI (4.0 KM) TO A CURVE TO THE RIGHT AND THE
 AD8674'STATION ON THE LEFT.
 AD8674'STATION IS 26.3 FT (8.0 M) (RADIAL) SOUTHWEST OF THE CENTERLINE OF
 AD8674'BONITA BEACH ROAD, 94 FT (28.7 M) NORTH OF THE CENTERLINE OF A PAVED
 AD8674'BEACH ACCESS ROAD, 32.9 FT (10.0 M) EAST SOUTHEAST OF A 12 INCH
 AD8674'CABBAGE PALM, 55.0 FT (16.8 M) NORTHWEST OF AN 11 INCH CABBAGE PALM,
 AD8674'2.8 FT (0.9 M) WEST OF A WITNESS POST.
 AD8674'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8674'DISK SET IN TOP OF AN 11 INCH ROUND CONCRETE MONUMENT, FLUSH WITH
 AD8674'GROUND.
 AD8674
 AD8674                          STATION RECOVERY (1998)
 AD8674
 AD8674'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8674'MARK RECOVERED IN POOR CONDITION.
 AD8674
 AD8674                          STATION RECOVERY (2012)
 AD8674
 AD8674'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD8674'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8675 ***********************************************************************
 AD8675  DESIGNATION -  3 34 46 27
 AD8675  PID         -  AD8675
 AD8675  STATE/COUNTY-  FL/LEE
 AD8675  COUNTRY     -  US
 AD8675  USGS QUAD   -  CORKSCREW (2018)
 AD8675
 AD8675                         *CURRENT SURVEY CONTROL
 AD8675  ______________________________________________________________________
 AD8675* NAD 83(2011) POSITION- 26 25 24.89177(N) 081 36 36.48462(W)   ADJUSTED
 AD8675* NAD 83(2011) ELLIP HT-   -16.585 (meters)        (06/27/12)   ADJUSTED
 AD8675* NAD 83(2011) EPOCH   -  2010.00
 AD8675* NAVD 88 ORTHO HEIGHT -     7.7   (meters)       25.    (feet) GPS OBS
 AD8675  ______________________________________________________________________
 AD8675  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8675  GEOID HEIGHT    -        -25.230 (meters)                     GEOID93
 AD8675  GEOID HEIGHT    -        -24.264 (meters)                     GEOID18
 AD8675  NAD 83(2011) X  -    833,949.021 (meters)                     COMP
 AD8675  NAD 83(2011) Y  - -5,654,412.340 (meters)                     COMP
 AD8675  NAD 83(2011) Z  -  2,821,157.709 (meters)                     COMP
 AD8675  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 AD8675
 AD8675  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8675  Standards:
 AD8675         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8675            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8675  -------------------------------------------------------------------
 AD8675  NETWORK    1.46   2.35           0.58   0.61   1.20      0.10686084
 AD8675  -------------------------------------------------------------------
 AD8675  Click here for local accuracies and other accuracy information.
 AD8675
 AD8675.The horizontal coordinates were established by GPS observations
 AD8675.and adjusted by the National Geodetic Survey in June 2012.
 AD8675
 AD8675.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8675.been affixed to the stable North American tectonic plate. See 
 AD8675.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8675
 AD8675.The horizontal coordinates are valid at the epoch date displayed above
 AD8675.which is a decimal equivalence of Year/Month/Day.
 AD8675
 AD8675.The orthometric height was determined by GPS observations and a
 AD8675.high-resolution geoid model.
 AD8675
 AD8675.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8675.GEOID18 height accuracy estimate available here.
 AD8675
 AD8675.Click photographs - Photos may exist for this station.
 AD8675
 AD8675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8675
 AD8675.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8675
 AD8675.The ellipsoidal height was determined by GPS observations
 AD8675.and is referenced to NAD 83.
 AD8675
 AD8675. The following values were computed from the NAD 83(2011) position.
 AD8675
 AD8675;                    North         East     Units Scale Factor Converg.
 AD8675;SPC FL W     -   231,600.039   238,889.283   MT  0.99995984   +0 10 24.6
 AD8675;SPC FL W     -   759,841.13    783,755.92   sFT  0.99995984   +0 10 24.6
 AD8675;UTM  17      - 2,922,738.300   439,159.093   MT  0.99964570   -0 16 17.5
 AD8675
 AD8675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8675!SPC FL W     -   1.00000261  x   0.99995984  =   0.99996245
 AD8675!UTM  17      -   1.00000261  x   0.99964570  =   0.99964830
 AD8675
 AD8675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3915922738(NAD 83)
 AD8675
 AD8675                          SUPERSEDED SURVEY CONTROL
 AD8675
 AD8675  NAD 83(2007)-  26 25 24.89185(N)    081 36 36.48522(W) AD(2002.00) 0
 AD8675  ELLIP H (02/10/07)  -16.570  (m)                       GP(2002.00)    
 AD8675  NAD 83(1999)-  26 25 24.89225(N)    081 36 36.48552(W) AD(       ) 1
 AD8675  ELLIP H (07/06/01)  -16.547  (m)                       GP(       ) 4 2
 AD8675  NAD 83(1990)-  26 25 24.89057(N)    081 36 36.48436(W) AD(       ) 1
 AD8675  ELLIP H (11/12/93)  -16.497  (m)                       GP(       ) 4 1
 AD8675
 AD8675.Superseded values are not recommended for survey control.
 AD8675
 AD8675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8675.See file dsdata.pdf to determine how the superseded data were derived.
 AD8675
 AD8675_MARKER: DD = SURVEY DISK
 AD8675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8675_STAMPING: GPS 3-34 46 27 9086 1990
 AD8675_MARK LOGO: FL-071
 AD8675_PROJECTION: RECESSED 3 CENTIMETERS
 AD8675_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8675+STABILITY: SURFACE MOTION
 AD8675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8675+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 AD8675
 AD8675  HISTORY     - Date     Condition        Report By
 AD8675  HISTORY     - 1990     MONUMENTED       DENI
 AD8675  HISTORY     - 19910108 GOOD
 AD8675
 AD8675                          STATION DESCRIPTION
 AD8675
 AD8675'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AD8675'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 34, TWP 46S,
 AD8675'RGE 27E, 21.9 MI (35.2 KM) SOUTHEAST OF FORT MYERS, 0.2 MI (0.3 KM)
 AD8675'NORTH OF THE LEE/COLLIER COUNTY LINE, 10.4 MI (16.7 KM) EAST OF THE
 AD8675'JUNCTION OF I-75 AND CORKSCREW ROAD/COUNTY ROAD 850, EXIT 19.
 AD8675'TO REACH STATION FROM THE JUNCTION OF I-75 AND CORKSCREW ROAD/COUNTY
 AD8675'ROAD 850, EXIT 19, GO EAST 4.9 MI (7.9 KM) ON CORKSCREW ROAD TO THE
 AD8675'JUNCTION WITH ALICO ROAD, THEN CONTINUE EAST ON CORKSCREW ROAD 7.0 MI
 AD8675'(11.3 KM) TO A GRAVEL ROAD LEADING SOUTH, THEN SOUTH 1.0 MI (1.6 KM)
 AD8675'ON GRAVEL ROAD TO A DIRT FARM ROAD LEADING WEST, THEN 0.5 MI (0.8 KM)
 AD8675'WEST ON DIRT FARM ROAD TO AN -S- CURVE AT A DITCH CROSSING, THEN CROSS
 AD8675'TO THE SOUTH SIDE OF A DRAINAGE DITCH AT A HOUSE AND CONTINUE WEST
 AD8675'0.25 MI (0.40 KM) ALONG THE NORTH SIDE OF A CITRUS GROVE TO A 90
 AD8675'DEGREE CURVE TO THE SOUTH, THEN SOUTH 0.8 MI (1.3 KM) ON DIRT FARM
 AD8675'ROAD TO A 90 DEGREE CURVE TO THE WEST, THEN WESTERLY 0.2 MI (0.3 KM)
 AD8675'THROUGH -S- CURVES IN THE DIRT ROAD AND PAST FARM BUILDINGS ON THE
 AD8675'LEFT AND A HOUSE TRAILER ON THE RIGHT TO THE WEST SIDE OF A GRASSY
 AD8675'YARD AND THE STATION.
 AD8675'STATION IS 60 FT (18.3 M) SOUTH OF THE SOUTH EDGE OF CITRUS GROVE,
 AD8675'88.7 FT (27.0 M) SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 131.9 FT
 AD8675'(40.2 M) WEST OF THE SOUTHWEST CORNER OF THE HOUSE TRAILER, 62.0 FT
 AD8675'(18.9 M) NORTHEAST OF THE NORTHWEST CORNER OF A DRAINAGE STRUCTURE
 AD8675'NEAR A DITCH INTERSECTION, 18.8 FT (5.7 M) EAST OF A WITNESS POST AT
 AD8675'THE TOP OF BANK OF A DITCH.
 AD8675'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AD8675'DISK SET IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT, 1 INCH BELOW
 AD8675'GROUND LEVEL.
 AD8675
 AD8675                          STATION RECOVERY (1991)
 AD8675
 AD8675'RECOVERED 1991
 AD8675'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG9566 ***********************************************************************
 DG9566  DESIGNATION -  3 3404004
 DG9566  PID         -  DG9566
 DG9566  STATE/COUNTY-  FL/LEVY
 DG9566  COUNTRY     -  US
 DG9566  USGS QUAD   -  MORRISTON (2018)
 DG9566
 DG9566                         *CURRENT SURVEY CONTROL
 DG9566  ______________________________________________________________________
 DG9566* NAD 83(1986) POSITION- 29 16 22.     (N) 082 26 34.     (W)   SCALED
 DG9566* NAVD 88 ORTHO HEIGHT -    18.666 (meters)       61.24  (feet) ADJUSTED
 DG9566  ______________________________________________________________________
 DG9566  GEOID HEIGHT    -        -27.718 (meters)                     GEOID18
 DG9566  DYNAMIC HEIGHT  -         18.640 (meters)       61.15  (feet) COMP
 DG9566  MODELED GRAVITY -    979,254.0   (mgal)                       NAVD 88
 DG9566
 DG9566  VERT ORDER      -  FIRST     CLASS II
 DG9566
 DG9566.The horizontal coordinates were scaled from a map and have
 DG9566.an estimated accuracy of +/- 6 seconds.
 DG9566
 DG9566.The orthometric height was determined by differential leveling and
 DG9566.adjusted by the NATIONAL GEODETIC SURVEY
 DG9566.in May 2005.
 DG9566
 DG9566.No vertical observational check was made to the station.
 DG9566
 DG9566.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9566.GEOID18 height accuracy estimate available here.
 DG9566
 DG9566.Click photographs - Photos may exist for this station.
 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_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN598390(NAD 83)
 DG9566
 DG9566                          SUPERSEDED SURVEY CONTROL
 DG9566
 DG9566.No superseded survey control is available for this station.
 DG9566
 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 = MAY  9, 2026 04:34:41 EDT
 AL6326 ***********************************************************************
 AL6326  DESIGNATION -  3 A
 AL6326  PID         -  AL6326
 AL6326  STATE/COUNTY-  FL/HILLSBOROUGH
 AL6326  COUNTRY     -  US
 AL6326  USGS QUAD   -  CITRUS PARK (2018)
 AL6326
 AL6326                         *CURRENT SURVEY CONTROL
 AL6326  ______________________________________________________________________
 AL6326* NAD 83(1986) POSITION- 28 06 03.     (N) 082 34 51.     (W)   SCALED
 AL6326* NAVD 88 ORTHO HEIGHT -    13.662 (meters)       44.82  (feet) ADJUSTED
 AL6326  ______________________________________________________________________
 AL6326  GEOID HEIGHT    -        -25.164 (meters)                     GEOID18
 AL6326  DYNAMIC HEIGHT  -         13.642 (meters)       44.76  (feet) COMP
 AL6326  MODELED GRAVITY -    979,195.7   (mgal)                       NAVD 88
 AL6326
 AL6326  VERT ORDER      -  FIRST     CLASS II
 AL6326
 AL6326.The horizontal coordinates were scaled from a map and have
 AL6326.an estimated accuracy of +/- 6 seconds.
 AL6326
 AL6326.The orthometric height was determined by differential leveling and
 AL6326.adjusted by the NATIONAL GEODETIC SURVEY
 AL6326.in June 1991.
 AL6326
 AL6326.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL6326.GEOID18 height accuracy estimate available here.
 AL6326
 AL6326.Click photographs - Photos may exist for this station.
 AL6326
 AL6326.The dynamic height is computed by dividing the NAVD 88
 AL6326.geopotential number by the normal gravity value computed on the
 AL6326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6326.degrees latitude (g = 980.6199 gals.).
 AL6326
 AL6326.The modeled gravity was interpolated from observed gravity values.
 AL6326
 AL6326;                    North         East    Units  Estimated Accuracy
 AL6326;SPC FL W     -   417,520.      142,920.      MT  (+/- 180 meters Scaled)
 AL6326
 AL6326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM447093(NAD 83)
 AL6326
 AL6326                          SUPERSEDED SURVEY CONTROL
 AL6326
 AL6326  NGVD 29 (??/??/92)   13.914  (m)           45.65   (f) ADJ UNCH    1 2
 AL6326
 AL6326.Superseded values are not recommended for survey control.
 AL6326
 AL6326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6326.See file dsdata.pdf to determine how the superseded data were derived.
 AL6326
 AL6326_MARKER: DD = SURVEY DISK
 AL6326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL6326_SP_SET: CULVERT
 AL6326_STAMPING: 3A
 AL6326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL6326
 AL6326  HISTORY     - Date     Condition        Report By
 AL6326  HISTORY     - UNK      MONUMENTED       FLHD
 AL6326  HISTORY     - 1966     GOOD             CGS
 AL6326  HISTORY     - 20010412 POOR             USPSQD
 AL6326  HISTORY     - 20021221 POOR             USPSQD
 AL6326
 AL6326                          STATION DESCRIPTION
 AL6326
 AL6326'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AL6326'1.9 MI N FROM CITRUS PARK.
 AL6326'ABOUT 1.9 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK
 AL6326'ELEMENTARY SCHOOL AT CITRUS PARK, 0.15 MILE SOUTH OF THE JUNCTION
 AL6326'OF RACE TRACK ROAD, 0.1 MILE NORTHWEST OF THE CROSSING OF THE
 AL6326'SEABOARD AIR LINE RAILROAD, 19.0 FEET EAST OF THE CENTER LINE
 AL6326'OF THE HIGHWAY, ABOUT 0.6 FOOT BELOW THE LEVEL OF THE HIGHWAY
 AL6326'AND IN THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL
 AL6326'FOR A 36-INCH PIPE CULVERT UNDER THE HIGHWAY.
 AL6326
 AL6326                          STATION RECOVERY (2001)
 AL6326
 AL6326'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AL6326'TWO THIRDS OF DISK MISSING. ONE THIRD OF DISK ATTACHED TO CONCRETE
 AL6326'HEADWALL AS DESCRIBED.
 AL6326
 AL6326                          STATION RECOVERY (2002)
 AL6326
 AL6326'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH)
 AL6326'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9727 ***********************************************************************
 DN9727  DESIGNATION -  3 A
 DN9727  PID         -  DN9727
 DN9727  STATE/COUNTY-  FL/POLK
 DN9727  COUNTRY     -  US
 DN9727  USGS QUAD   -  WINTER HAVEN (2018)
 DN9727
 DN9727                         *CURRENT SURVEY CONTROL
 DN9727  ______________________________________________________________________
 DN9727* NAD 83(1986) POSITION- 28 03 02.7    (N) 081 43 16.8    (W)   HD_HELD2
 DN9727* NAVD 88 ORTHO HEIGHT -    41.149 (meters)      135.00  (feet) ADJUSTED
 DN9727  ______________________________________________________________________
 DN9727  GEOID HEIGHT    -        -26.738 (meters)                     GEOID18
 DN9727  DYNAMIC HEIGHT  -         41.088 (meters)      134.80  (feet) COMP
 DN9727  MODELED GRAVITY -    979,151.7   (mgal)                       NAVD 88
 DN9727
 DN9727  VERT ORDER      -  FIRST     CLASS II
 DN9727
 DN9727.The horizontal coordinates were established by autonomous hand held GPS
 DN9727.observations and have an estimated accuracy of +/- 10 meters.
 DN9727
 DN9727.The orthometric height was determined by differential leveling and
 DN9727.adjusted by the NATIONAL GEODETIC SURVEY
 DN9727.in December 2012.
 DN9727
 DN9727.No vertical observational check was made to the station.
 DN9727
 DN9727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9727.GEOID18 height accuracy estimate available here.
 DN9727
 DN9727.Click photographs - Photos may exist for this station.
 DN9727
 DN9727.The dynamic height is computed by dividing the NAVD 88
 DN9727.geopotential number by the normal gravity value computed on the
 DN9727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9727.degrees latitude (g = 980.6199 gals.).
 DN9727
 DN9727.The modeled gravity was interpolated from observed gravity values.
 DN9727
 DN9727;                    North         East    Units  Estimated Accuracy
 DN9727;SPC FL W     -   411,864.      227,396.      MT  (+/- 10 meters HH2 GPS)
 DN9727
 DN9727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2910803034(NAD 83)
 DN9727
 DN9727                          SUPERSEDED SURVEY CONTROL
 DN9727
 DN9727.No superseded survey control is available for this station.
 DN9727
 DN9727_MARKER: DD = SURVEY DISK
 DN9727_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN9727_SP_SET: CULVERT HEADWALL
 DN9727_STAMPING: 3 A
 DN9727_MARK LOGO: FLSRD
 DN9727_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9727+STABILITY: SURFACE MOTION
 DN9727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9727+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2011
 DN9727
 DN9727  HISTORY     - Date     Condition        Report By
 DN9727  HISTORY     - UNK      MONUMENTED       FLSRD
 DN9727  HISTORY     - 20100601 GOOD             FLDEP
 DN9727  HISTORY     - 20110817 GOOD             FLDEP
 DN9727
 DN9727                          STATION DESCRIPTION
 DN9727
 DN9727'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN9727'THE MARK IS ABOUT 4.2 MI (6.8 KM) EAST-SOUTHEAST OF AUBURNDALE, 4.0 MI
 DN9727'(6.4 KM) NORTH-NORTHEAST OF ELOISE, 2.1 MI (3.4 KM) NORTH-NORTHEAST OF
 DN9727'WINTER HAVEN, IN SECTION 16, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DN9727'
 DN9727'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 (AVENUE T
 DN9727'NORTHWEST) AND U.S. HIGHWAY 17 IN WINTER HAVEN, GO EAST ON STATE ROAD
 DN9727'544 (AVENUE T NORTHWEST) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DN9727'STATE ROAD 549 TURN LEFT ON STATE ROAD 544 AND GO NORTH FOR 0.6 MI
 DN9727'(1.0 KM) TO A CULVERT CROSSING AND THE MARK ON THE RIGHT, SET FLUSH IN
 DN9727'THE TOP OF A CONCRETE CULVERT HEADWALL ABOUT 4.0 FT (1.2 M) BELOW THE
 DN9727'LEVEL OF STATE ROAD 544 (SCENIC HIGHWAY).
 DN9727'
 DN9727'LOCATED 42.6 FT (13.0 M) SOUTHWEST OF A CONCRETE POWER POLE, 40.8 FT
 DN9727'(12.4 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 DN9727'544 (SCENIC HIGHWAY), 1.8 FT (0.5 M) NORTHEAST OF A METAL WITNESS POST
 DN9727'AND 1.0 FT (0.3 M) NORTHEAST OF THE SOUTHWEST END OF A CONCRETE
 DN9727'HEADWALL.
 DN9727
 DN9727                          STATION RECOVERY (2011)
 DN9727
 DN9727'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9727'RECOVERED AS DESCRIBED.
 DN9727'
 DN9727'NOTE - PER L27606.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG3627 ***********************************************************************
 BG3627  DESIGNATION -  3 CMP
 BG3627  PID         -  BG3627
 BG3627  STATE/COUNTY-  FL/ESCAMBIA
 BG3627  COUNTRY     -  US
 BG3627  USGS QUAD   -  PERDIDO BAY (2018)
 BG3627
 BG3627                         *CURRENT SURVEY CONTROL
 BG3627  ______________________________________________________________________
 BG3627* NAD 83(1986) POSITION- 30 19 29.8    (N) 087 23 07.5    (W)   HD_HELD2
 BG3627* NAVD 88 ORTHO HEIGHT -     6.118 (meters)       20.07  (feet) ADJUSTED
 BG3627* NAVD 88 EPOCH        -  2009.55
 BG3627  **This station is located in a suspected subsidence area (see below).
 BG3627  ______________________________________________________________________
 BG3627  GEOID HEIGHT    -        -27.487 (meters)                     GEOID18
 BG3627  DYNAMIC HEIGHT  -          6.110 (meters)       20.05  (feet) COMP
 BG3627  MODELED GRAVITY -    979,338.4   (mgal)                       NAVD 88
 BG3627
 BG3627  VERT ORDER      -  SECOND    CLASS I
 BG3627
 BG3627.The horizontal coordinates were established by autonomous hand held GPS
 BG3627.observations and have an estimated accuracy of +/- 10 meters.
 BG3627
 BG3627.** This station is in an area of known vertical motion.  Due to the
 BG3627.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG3627.** determined the orthometric heights for marks in these suspect
 BG3627.** subsidence areas should be considered valid only at the epoch date
 BG3627.** associated with the orthometric height.  These heights must always
 BG3627.** be validated when used as control.  All previously superseded
 BG3627.** orthometric heights are now considered suspect and are available
 BG3627.** in the superseded section.  NGS does not recommend using suspect
 BG3627.** or superseded heights as control.
 BG3627
 BG3627.The orthometric height was determined by differential leveling and
 BG3627.adjusted by the NATIONAL GEODETIC SURVEY
 BG3627.in July 2012.
 BG3627
 BG3627.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG3627.GEOID18 height accuracy estimate available here.
 BG3627
 BG3627.Click photographs - Photos may exist for this station.
 BG3627
 BG3627.The dynamic height is computed by dividing the NAVD 88
 BG3627.geopotential number by the normal gravity value computed on the
 BG3627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3627.degrees latitude (g = 980.6199 gals.).
 BG3627
 BG3627.The modeled gravity was interpolated from observed gravity values.
 BG3627
 BG3627;                    North         East    Units  Estimated Accuracy
 BG3627;SPC FL N     -   150,378.      322,551.      MT  (+/- 10 meters HH2 GPS)
 BG3627
 BG3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU6294954855(NAD 83)
 BG3627
 BG3627                          SUPERSEDED SURVEY CONTROL
 BG3627
 BG3627  NAVD 88 (06/15/91)    6.132  (m)           20.12   (f) SUPERSEDED  2 1
 BG3627
 BG3627.Superseded values are not recommended for survey control.
 BG3627
 BG3627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3627.See file dsdata.pdf to determine how the superseded data were derived.
 BG3627
 BG3627_MARKER: DD = SURVEY DISK
 BG3627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3627_STAMPING: 20 3 CMP 1965
 BG3627_MARK LOGO: USGS
 BG3627_PROJECTION: FLUSH
 BG3627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3627+STABILITY: SURFACE MOTION
 BG3627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG3627+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2015
 BG3627
 BG3627  HISTORY     - Date     Condition        Report By
 BG3627  HISTORY     - 1965     MONUMENTED       USGS
 BG3627  HISTORY     - 1984     GOOD             FLDNR
 BG3627  HISTORY     - 20030525 GOOD             USPSQD
 BG3627  HISTORY     - 20040806 GOOD             USPSQD
 BG3627  HISTORY     - 20050808 GOOD             USPSQD
 BG3627  HISTORY     - 20080912 GOOD             FL-033
 BG3627  HISTORY     - 20131226 GOOD             ARCSHE
 BG3627  HISTORY     - 20150310 GOOD             FLDEP
 BG3627
 BG3627                          STATION DESCRIPTION
 BG3627
 BG3627'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3627'2.25 MI ENE FROM PERDIDO BAY.
 BG3627'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3627'THE COMMUNITY OF PERDIDO BAY, GO 2.25 MILES EASTERLY ON COUNTY ROAD
 BG3627'292 A TO THE MARK.  THE MARK BEARS 42.1 FEET SOUTH-SOUTHEAST OF THE
 BG3627'CENTERLINE OF 292 A, 29 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 BG3627'SEAGLADE DRIVE, 8 FEET NORTH OF A FIRE HYDRANT, 6.8 FEET
 BG3627'WEST-SOUTHWEST OF A POWER POLE, AND 0.9 FO0T NORTH-NORTHWEST OF A
 BG3627'WITNESS POST.
 BG3627'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BG3627
 BG3627                          STATION RECOVERY (2003)
 BG3627
 BG3627'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3627'RECOVERED IN GOOD CONDITION.
 BG3627
 BG3627                          STATION RECOVERY (2004)
 BG3627
 BG3627'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG3627'RECOVERED IN GOOD CONDITION.
 BG3627
 BG3627                          STATION RECOVERY (2005)
 BG3627
 BG3627'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG3627'RECOVERED IN GOOD CONDITION.
 BG3627
 BG3627                          STATION RECOVERY (2008)
 BG3627
 BG3627'RECOVERY NOTE BY ESCAMBIA COUNTY FLORIDA 2008 (WFB)
 BG3627'RECOVERED IN GOOD CONDITION.
 BG3627
 BG3627                          STATION RECOVERY (2013)
 BG3627
 BG3627'RECOVERY NOTE BY ARCHER-SHEE LAND SURVEYING 2013 (MRA)
 BG3627'RECOVERED IN GOOD CONDITION.
 BG3627
 BG3627                          STATION RECOVERY (2015)
 BG3627
 BG3627'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (PBM)
 BG3627'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD1872 ***********************************************************************
 BD1872  DESIGNATION -  3 DNR
 BD1872  PID         -  BD1872
 BD1872  STATE/COUNTY-  FL/BAKER
 BD1872  COUNTRY     -  US
 BD1872  USGS QUAD   -  OLUSTEE (2018)
 BD1872
 BD1872                         *CURRENT SURVEY CONTROL
 BD1872  ______________________________________________________________________
 BD1872* NAD 83(1986) POSITION- 30 13 03.     (N) 082 25 27.     (W)   SCALED
 BD1872* NAVD 88 ORTHO HEIGHT -    47.424 (meters)      155.59  (feet) ADJUSTED
 BD1872  ______________________________________________________________________
 BD1872  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 BD1872  DYNAMIC HEIGHT  -         47.361 (meters)      155.38  (feet) COMP
 BD1872  MODELED GRAVITY -    979,320.2   (mgal)                       NAVD 88
 BD1872
 BD1872  VERT ORDER      -  SECOND    CLASS I
 BD1872
 BD1872.The horizontal coordinates were scaled from a map and have
 BD1872.an estimated accuracy of +/- 6 seconds.
 BD1872
 BD1872.The orthometric height was determined by differential leveling and
 BD1872.adjusted by the NATIONAL GEODETIC SURVEY
 BD1872.in June 1991.
 BD1872
 BD1872.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD1872.GEOID18 height accuracy estimate available here.
 BD1872
 BD1872.Click photographs - Photos may exist for this station.
 BD1872
 BD1872.The dynamic height is computed by dividing the NAVD 88
 BD1872.geopotential number by the normal gravity value computed on the
 BD1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD1872.degrees latitude (g = 980.6199 gals.).
 BD1872
 BD1872.The modeled gravity was interpolated from observed gravity values.
 BD1872
 BD1872;                    North         East    Units  Estimated Accuracy
 BD1872;SPC FL N     -   136,780.      799,830.      MT  (+/- 180 meters Scaled)
 BD1872
 BD1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP629437(NAD 83)
 BD1872
 BD1872                          SUPERSEDED SURVEY CONTROL
 BD1872
 BD1872  NGVD 29 (09/01/92)   47.688  (m)          156.46   (f) ADJUSTED    2 1
 BD1872
 BD1872.Superseded values are not recommended for survey control.
 BD1872
 BD1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD1872.See file dsdata.pdf to determine how the superseded data were derived.
 BD1872
 BD1872_MARKER: DD = SURVEY DISK
 BD1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD1872_STAMPING: 3 1976
 BD1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD1872+STABILITY: SURFACE MOTION
 BD1872
 BD1872  HISTORY     - Date     Condition        Report By
 BD1872  HISTORY     - 1976     MONUMENTED       FLDNR
 BD1872  HISTORY     - 1976     GOOD             NGS
 BD1872
 BD1872                          STATION DESCRIPTION
 BD1872
 BD1872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 BD1872'1.0 MI NE FROM OLUSTEE.
 BD1872'FROM THE POST OFFICE AT OLUSTEE, PROCEED NORTH ON S-231 ABOUT 0.5
 BD1872'MILES TO NATIONAL FOREST ROAD 732.  THENCE NORTHEAST ALONG NATIONAL
 BD1872'FOREST ROAD 0.3 MILES TO NATIONAL FOREST ROAD 726.  THENCE NORTH ALONG
 BD1872'NATIONAL FOREST ROD 726, 0.2 MILES TO A Y INTERSECTION.  THENCE
 BD1872'NORTHWARD ALONG THE DIRT ROAD TOWARD THE LAKE APPROXIMATELY 1090 FEET
 BD1872'TO A CONCRETE BOAT RAMP, THE BENCH MARK IS SET FLUSH IN A 9 1/2-INCH
 BD1872'CONCRETE POST, 22 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE BOAT
 BD1872'RAMP, 20 FEET NORTHEAST OF A NO LIFEGUARD WOODEN SIGN, 1090 FEET NORTH
 BD1872'FROM 1 (FLA. DNR).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8335 ***********************************************************************
 AD8335  DESIGNATION -  3 HORSES
 AD8335  PID         -  AD8335
 AD8335  STATE/COUNTY-  FL/PALM BEACH
 AD8335  COUNTRY     -  US
 AD8335  USGS QUAD   -  LOXAHATCHEE SE (2018)
 AD8335
 AD8335                         *CURRENT SURVEY CONTROL
 AD8335  ______________________________________________________________________
 AD8335* NAD 83(2011) POSITION- 26 35 35.18609(N) 080 15 17.82599(W)   ADJUSTED
 AD8335* NAD 83(2011) ELLIP HT-   -20.683 (meters)        (06/27/12)   ADJUSTED
 AD8335* NAD 83(2011) EPOCH   -  2010.00
 AD8335* NAVD 88 ORTHO HEIGHT -     5.0   (meters)       16.    (feet) VERTCON3
 AD8335  ______________________________________________________________________
 AD8335  GEOID HEIGHT    -        -25.628 (meters)                     GEOID18
 AD8335  NAD 83(2011) X  -    966,024.132 (meters)                     COMP
 AD8335  NAD 83(2011) Y  - -5,624,841.799 (meters)                     COMP
 AD8335  NAD 83(2011) Z  -  2,837,963.974 (meters)                     COMP
 AD8335  LAPLACE CORR    -         -2.29  (seconds)                    DEFLEC18
 AD8335
 AD8335  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8335  Standards:
 AD8335         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8335            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8335  -------------------------------------------------------------------
 AD8335  NETWORK    1.77   3.19           0.70   0.74   1.63      0.17313615
 AD8335  -------------------------------------------------------------------
 AD8335  Click here for local accuracies and other accuracy information.
 AD8335
 AD8335.The horizontal coordinates were established by GPS observations
 AD8335.and adjusted by the National Geodetic Survey in June 2012.
 AD8335
 AD8335.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8335.been affixed to the stable North American tectonic plate. See 
 AD8335.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8335
 AD8335.The horizontal coordinates are valid at the epoch date displayed above
 AD8335.which is a decimal equivalence of Year/Month/Day.
 AD8335
 AD8335.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD8335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD8335
 AD8335.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8335.GEOID18 height accuracy estimate available here.
 AD8335
 AD8335.Click photographs - Photos may exist for this station.
 AD8335
 AD8335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8335
 AD8335.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8335
 AD8335.The ellipsoidal height was determined by GPS observations
 AD8335.and is referenced to NAD 83.
 AD8335
 AD8335. The following values were computed from the NAD 83(2011) position.
 AD8335
 AD8335;                    North         East     Units Scale Factor Converg.
 AD8335;SPC FL E     -   250,538.853   274,210.882   MT  1.00000914   +0 20 00.7
 AD8335;SPC FL E     -   821,976.22    899,640.20   sFT  1.00000914   +0 20 00.7
 AD8335;UTM  17      - 2,941,585.352   574,185.562   MT  0.99966794   +0 20 00.7
 AD8335
 AD8335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8335!SPC FL E     -   1.00000325  x   1.00000914  =   1.00001239
 AD8335!UTM  17      -   1.00000325  x   0.99966794  =   0.99967119
 AD8335
 AD8335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK7418541585(NAD 83)
 AD8335
 AD8335                          SUPERSEDED SURVEY CONTROL
 AD8335
 AD8335  NAD 83(2007)-  26 35 35.18623(N)    080 15 17.82658(W) AD(2002.00) 0
 AD8335  ELLIP H (02/10/07)  -20.662  (m)                       GP(2002.00)    
 AD8335  NAD 83(1999)-  26 35 35.18650(N)    080 15 17.82627(W) AD(       ) 1
 AD8335  ELLIP H (07/06/01)  -20.664  (m)                       GP(       ) 4 2
 AD8335  NAD 83(1990)-  26 35 35.18537(N)    080 15 17.82483(W) AD(       ) 1
 AD8335  ELLIP H (08/13/93)  -20.660  (m)                       GP(       ) 4 1
 AD8335  NAD 83(1990)-  26 35 35.18528(N)    080 15 17.82504(W) AD(       ) 1
 AD8335  ELLIP H (03/31/93)  -20.654  (m)                       GP(       ) 4 1
 AD8335  NGVD 29 (03/31/93)    5.5    (m)  GEOID90  model used  GPS OBS        
 AD8335
 AD8335.Superseded values are not recommended for survey control.
 AD8335
 AD8335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8335.See file dsdata.pdf to determine how the superseded data were derived.
 AD8335
 AD8335_MARKER: DD = SURVEY DISK
 AD8335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8335_STAMPING: 3 HORSES
 AD8335_MARK LOGO: FL-099
 AD8335_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8335+STABILITY: SURFACE MOTION
 AD8335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8335+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 AD8335
 AD8335  HISTORY     - Date     Condition        Report By
 AD8335  HISTORY     - UNK      MONUMENTED       FL-099
 AD8335  HISTORY     - 19910810 GOOD             ADRGS
 AD8335  HISTORY     - 20030304 GOOD             USPSQD
 AD8335  HISTORY     - 20040419 GOOD             USPSQD
 AD8335
 AD8335                          STATION DESCRIPTION
 AD8335
 AD8335'DESCRIBED BY ADR GEODETIC SERVICES 1991
 AD8335'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 7 (US ROUTE
 AD8335'441) AND LANTANA ROAD (STATE ROUTE 812), GO NORTH ON STATE ROUTE 7
 AD8335'FOR 1.0 MI (1.61 KM) TO 50TH STREET SOUTH, ALSO KNOWN AS HOMELAND
 AD8335'ROAD. TURN LEFT AND GO WEST ON 50TH STREET SOUTH FOR 3.0 MILES TO
 AD8335'130TH AVENUE SOUTH. TURN LEFT AND GO SOUTH ON 130TH AVENUE FOR 1.0 MI
 AD8335'(1.61 KM) TO THE STATION IN THE NORTHWEST QUADRANT OF A
 AD8335'T-INTERSECTION OF TWO CANALS, AND AT THE INTERSECTION OF 60TH STREET
 AD8335'SOUTH AND 130TH AVENUE SOUTH.
 AD8335'THE STATION IS SOUTH 58.94 FT (17.96 M) FROM THE BASE OF A DEAD END
 AD8335'STREET SIGN, SOUTHEAST 136.58 FT (41.63 M) FROM A NAIL AND TIN TAB 2
 AD8335'FEET UP A 15 INCH PINE, AND WEST 21.61 FT (6.59 M) FROM A REBAR SET
 AD8335'FLUSH WITH THE GROUND ON THE SOUTH SIDE OF 60TH STREET SOUTH.
 AD8335
 AD8335                          STATION RECOVERY (2003)
 AD8335
 AD8335'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD8335'MARK IS SLIGHTLY TIPPED TOWARD THE SOUTH
 AD8335
 AD8335                          STATION RECOVERY (2004)
 AD8335
 AD8335'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9836 ***********************************************************************
 AC9836  DESIGNATION -  3 RJN
 AC9836  PID         -  AC9836
 AC9836  STATE/COUNTY-  FL/PUTNAM
 AC9836  COUNTRY     -  US
 AC9836  USGS QUAD   -  WELAKA (2018)
 AC9836
 AC9836                         *CURRENT SURVEY CONTROL
 AC9836  ______________________________________________________________________
 AC9836* NAD 83(1986) POSITION- 29 24 04.     (N) 081 44 12.     (W)   SCALED
 AC9836* NAVD 88 ORTHO HEIGHT -    14.397 (meters)       47.23  (feet) ADJUSTED
 AC9836  ______________________________________________________________________
 AC9836  GEOID HEIGHT    -        -28.322 (meters)                     GEOID18
 AC9836  DYNAMIC HEIGHT  -         14.377 (meters)       47.17  (feet) COMP
 AC9836  MODELED GRAVITY -    979,264.4   (mgal)                       NAVD 88
 AC9836
 AC9836  VERT ORDER      -  FIRST     CLASS II
 AC9836
 AC9836.The horizontal coordinates were scaled from a map and have
 AC9836.an estimated accuracy of +/- 6 seconds.
 AC9836
 AC9836.The orthometric height was determined by differential leveling and
 AC9836.adjusted by the NATIONAL GEODETIC SURVEY
 AC9836.in September 1997.
 AC9836
 AC9836.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9836.GEOID18 height accuracy estimate available here.
 AC9836
 AC9836.Click photographs - Photos may exist for this station.
 AC9836
 AC9836.The dynamic height is computed by dividing the NAVD 88
 AC9836.geopotential number by the normal gravity value computed on the
 AC9836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9836.degrees latitude (g = 980.6199 gals.).
 AC9836
 AC9836.The modeled gravity was interpolated from observed gravity values.
 AC9836
 AC9836;                    North         East    Units  Estimated Accuracy
 AC9836;SPC FL E     -   561,710.      128,500.      MT  (+/- 180 meters Scaled)
 AC9836
 AC9836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN285526(NAD 83)
 AC9836
 AC9836                          SUPERSEDED SURVEY CONTROL
 AC9836
 AC9836.No superseded survey control is available for this station.
 AC9836
 AC9836_MARKER: DD = SURVEY DISK
 AC9836_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9836_SP_SET: CULVERT HEADWALL
 AC9836_STAMPING: 3 RJN 1967 48
 AC9836_MARK LOGO: USGS
 AC9836_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9836+STABILITY: SURFACE MOTION
 AC9836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9836+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2004
 AC9836
 AC9836  HISTORY     - Date     Condition        Report By
 AC9836  HISTORY     - 1967     MONUMENTED       USGS
 AC9836  HISTORY     - 19960813 GOOD             FLDEP
 AC9836  HISTORY     - 20040628 GOOD             FLDEP
 AC9836
 AC9836                          STATION DESCRIPTION
 AC9836
 AC9836'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9836'THE MARK IS ABOUT 19.2 MI (30.9 KM) SOUTHWEST OF PALATKA, 2.9 MI (4.7
 AC9836'KM) NORTH OF SALT SPRINGS IN SECTION 6, TOWNSHIP 13 SOUTH, RANGE 26
 AC9836'EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 19 AND COUNTY
 AC9836'ROAD 316 ON THE NORTH SIDE OF SALT SPRINGS, GO NORTH ON STATE ROAD 19
 AC9836'FOR 2.85 MI (4.59 KM) TO THE JUNCTION OF FOREST ROAD NUMBER 47 ON THE
 AC9836'RIGHT AND THE MARK ON THE LEFT, IN TOP OF THE SOUTHWEST END OF THE
 AC9836'CONCRETE HEADWALL OF A CULVERT ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF
 AC9836'STATE ROAD 19,  41.0 FT (12.5 M) SOUTH OF THE APPROXIMATE CENTERLINE
 AC9836'OF A WOODS ROAD, 35.5 FT (10.8 M) WEST OF THE APPROXIMATE CENTERLINE
 AC9836'OF STATE ROAD 19 AND 11.8 FT (3.6 M) SOUTH OF THE NORTH END OF THE
 AC9836'CONCRETE HEADWALL.
 AC9836
 AC9836                          STATION RECOVERY (2004)
 AC9836
 AC9836'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9836'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE8853 ***********************************************************************
 DE8853  DESIGNATION -  3.0 300 G
 DE8853  PID         -  DE8853
 DE8853  STATE/COUNTY-  FL/MANATEE
 DE8853  COUNTRY     -  US
 DE8853  USGS QUAD   -  PARRISH (2018)
 DE8853
 DE8853                         *CURRENT SURVEY CONTROL
 DE8853  ______________________________________________________________________
 DE8853* NAD 83(1986) POSITION- 27 35 42.6    (N) 082 27 15.0    (W)   HD_HELD2
 DE8853* NAVD 88 ORTHO HEIGHT -     8.038 (meters)       26.37  (feet) ADJUSTED
 DE8853  ______________________________________________________________________
 DE8853  GEOID HEIGHT    -        -24.691 (meters)                     GEOID18
 DE8853  DYNAMIC HEIGHT  -          8.026 (meters)       26.33  (feet) COMP
 DE8853  MODELED GRAVITY -    979,146.1   (mgal)                       NAVD 88
 DE8853
 DE8853  VERT ORDER      -  SECOND    CLASS I
 DE8853
 DE8853.The horizontal coordinates were established by autonomous hand held GPS
 DE8853.observations and have an estimated accuracy of +/- 10 meters.
 DE8853
 DE8853.The orthometric height was determined by differential leveling and
 DE8853.adjusted by the NATIONAL GEODETIC SURVEY
 DE8853.in May 2004.
 DE8853
 DE8853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8853.GEOID18 height accuracy estimate available here.
 DE8853
 DE8853.Click photographs - Photos may exist for this station.
 DE8853
 DE8853.The dynamic height is computed by dividing the NAVD 88
 DE8853.geopotential number by the normal gravity value computed on the
 DE8853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8853.degrees latitude (g = 980.6199 gals.).
 DE8853
 DE8853.The modeled gravity was interpolated from observed gravity values.
 DE8853
 DE8853;                    North         East    Units  Estimated Accuracy
 DE8853;SPC FL W     -   361,432.      155,164.      MT  (+/- 10 meters HH2 GPS)
 DE8853
 DE8853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5648353201(NAD 83)
 DE8853
 DE8853                          SUPERSEDED SURVEY CONTROL
 DE8853
 DE8853.No superseded survey control is available for this station.
 DE8853
 DE8853_MARKER: DD = SURVEY DISK
 DE8853_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DE8853+WITH SETTING: INFORMATION.
 DE8853_STAMPING: 3.0-300G LB 262
 DE8853_MARK LOGO: GULFST
 DE8853_PROJECTION: RECESSED 13 CENTIMETERS
 DE8853_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE8853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE8853+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2014
 DE8853
 DE8853  HISTORY     - Date     Condition        Report By
 DE8853  HISTORY     - 20020531 MONUMENTED       GULFST
 DE8853  HISTORY     - 20020602 GOOD             FLDEP
 DE8853  HISTORY     - 20081030 GOOD             FL-081
 DE8853  HISTORY     - 20121219 GOOD             FL-081
 DE8853  HISTORY     - 20140426 GOOD             FLDEP
 DE8853  HISTORY     - 20230417 MARK NOT FOUND   FL-081
 DE8853
 DE8853                          STATION DESCRIPTION
 DE8853
 DE8853'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE8853'THE MARK IS ABOUT 2.2 MI NORTHWEST OF PARRISH, IN SECTION 24, TOWNSHIP
 DE8853'33 SOUTH, RANGE 18 EAST.
 DE8853'
 DE8853'TO REACH THE MARK FROM THE POST OFFICE IN PARRISH, GO NORTH ON U.S.
 DE8853'HIGHWAY 301 OR 0.25 MI TO THE JUNCTION OF COUNTY ROAD 6 (MOCCASIN
 DE8853'WALLOW ROAD) ON THE LEFT, TURN LEFT ON COUNTY ROAD 6 (MOCCASIN WALLOW
 DE8853'ROAD) AND GO WEST FOR 1.75 MI TO THE MARK ON THE RIGHT.
 DE8853'
 DE8853'IT IS A ROD AND DISC RECESSED 0.4 FT BELOW THE LEVEL OF A 6-INCH PVC
 DE8853'PIPE FLUSH WITH THE GROUND AND ABOUT 0.3 FT BELOW THE LEVEL OF COUNTY
 DE8853'ROAD 6 (MOCCASIN WALLOW ROAD).  LOCATED 91.5 FT WEST-NORTHWEST OF A
 DE8853'20-INCH DIAMETER PALM, 82.0 FT NORTH-NORTHEAST OF POWER POLE NUMBER
 DE8853'32, 42.1 FT NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY
 DE8853'ROAD 6 (MOCCASIN WALLOW ROAD), 30.1 FT NORTH-NORTHEAST OF THE EDGE OF
 DE8853'THE PAVEMENT OF COUNTY ROAD 6 (MOCCASIN WALLOW ROAD), 3.0 FT
 DE8853'SOUTH-SOUTHWEST OF A BARB WIRE FENCE AND 2.0 FT SOUTH-SOUTHWEST OF A
 DE8853'CARSONITE WITNESS POST.
 DE8853'
 DE8853'NOTE UNKNOWN MAGNETISM.  DEPTH OF ROD UNKNOWN.
 DE8853
 DE8853                          STATION RECOVERY (2008)
 DE8853
 DE8853'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 DE8853'RECOVERED IN GOOD CONDITION.
 DE8853
 DE8853                          STATION RECOVERY (2012)
 DE8853
 DE8853'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KW)
 DE8853'RECOVERED AS DESCRIBED.
 DE8853
 DE8853                          STATION RECOVERY (2014)
 DE8853
 DE8853'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 DE8853'RECOVERED AS DESCRIBED.  NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
 DE8853
 DE8853                          STATION RECOVERY (2023)
 DE8853
 DE8853'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2023 (EC)
 DE8853'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9218 ***********************************************************************
 DO9218  DESIGNATION -  3.1 330G
 DO9218  PID         -  DO9218
 DO9218  STATE/COUNTY-  FL/POLK
 DO9218  COUNTRY     -  US
 DO9218  USGS QUAD   -  BAIRD (2018)
 DO9218
 DO9218                         *CURRENT SURVEY CONTROL
 DO9218  ______________________________________________________________________
 DO9218* NAD 83(1986) POSITION- 27 39 40.4    (N) 081 57 06.1    (W)   HD_HELD2
 DO9218* NAVD 88 ORTHO HEIGHT -    41.902 (meters)      137.47  (feet) ADJUSTED
 DO9218  ______________________________________________________________________
 DO9218  GEOID HEIGHT    -        -25.181 (meters)                     GEOID18
 DO9218  DYNAMIC HEIGHT  -         41.840 (meters)      137.27  (feet) COMP
 DO9218  MODELED GRAVITY -    979,151.1   (mgal)                       NAVD 88
 DO9218
 DO9218  VERT ORDER      -  FIRST     CLASS II
 DO9218
 DO9218.The horizontal coordinates were established by autonomous hand held GPS
 DO9218.observations and have an estimated accuracy of +/- 10 meters.
 DO9218
 DO9218.The orthometric height was determined by differential leveling and
 DO9218.adjusted by the NATIONAL GEODETIC SURVEY
 DO9218.in December 2013.
 DO9218
 DO9218.No vertical observational check was made to the station.
 DO9218
 DO9218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9218.GEOID18 height accuracy estimate available here.
 DO9218
 DO9218.Click photographs - Photos may exist for this station.
 DO9218
 DO9218.The dynamic height is computed by dividing the NAVD 88
 DO9218.geopotential number by the normal gravity value computed on the
 DO9218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9218.degrees latitude (g = 980.6199 gals.).
 DO9218
 DO9218.The modeled gravity was interpolated from observed gravity values.
 DO9218
 DO9218;                    North         East    Units  Estimated Accuracy
 DO9218;SPC FL W     -   368,670.      204,766.      MT  (+/- 10 meters HH2 GPS)
 DO9218
 DO9218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0613360037(NAD 83)
 DO9218
 DO9218                          SUPERSEDED SURVEY CONTROL
 DO9218
 DO9218.No superseded survey control is available for this station.
 DO9218
 DO9218_MARKER: DD = SURVEY DISK
 DO9218_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DO9218_STAMPING: 3.1-330G LB262
 DO9218_MARK LOGO: GULFST
 DO9218_PROJECTION: RECESSED 10 CENTIMETERS
 DO9218_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9218+STABILITY: SURFACE MOTION
 DO9218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9218+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2013
 DO9218
 DO9218  HISTORY     - Date     Condition        Report By
 DO9218  HISTORY     - UNK      MONUMENTED       GULFST
 DO9218  HISTORY     - 20130108 GOOD             FLDEP
 DO9218
 DO9218                          STATION DESCRIPTION
 DO9218
 DO9218'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9218'THE MARK IS ABOUT 8.0 MI (12.8 KM) WEST-NORTHWEST OF BOWLING GREEN,
 DO9218'3.4 MI (5.5 KM) NORTH OF FORT GREEN, 1.8 MI (2.9 KM) SOUTH OF BAIRD,
 DO9218'IN SECTION 30, TOWNSHIP 32 SOUTH, RANGE 24 EAST.
 DO9218'
 DO9218'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 37 AND COUNTY
 DO9218'ROAD 630 ABOUT 12.4 MI (20.0 KM) WEST OF FORT MEADE, GO EAST ON COUNTY
 DO9218'ROAD 630 FOR 1.45 MI (2.3 KM) TO THE INTERSECTION OF FORT GREEN ROAD
 DO9218'ON THE RIGHT AND OLD HIGHWAY 37 ON THE LEFT, TURN RIGHT ON FORT GREEN
 DO9218'ROAD AND GO SOUTH FOR 3.35 MI (5.4 KM) TO THE JUNCTION OF MILLS ROAD
 DO9218'ON THE LEFT, CONTINUE SOUTH ON FORT GREEN ROAD FOR 2.6 MI (4.2 KM) TO
 DO9218'THE MARK ON THE RIGHT, A METAL ROD AND DISC DRIVEN TO AN UNKNOWN DEPTH
 DO9218'IN A 5-INCH (13 CM) PVC PIPE RECESSED 0.4 FT (12 CM)) BELOW THE LEVEL
 DO9218'OF THE GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL OF FORT GREEN ROAD.
 DO9218'
 DO9218'LOCATED 29.3 FT (8.9 M) WEST OF THE APPROXIMATE CENTERLINE OF FORT
 DO9218'GREEN ROAD, 19.0 FT (5.8 M) WEST OF THE EDGE OF PAVEMENT, 2.0 FT (0.6
 DO9218'M) EAST OF THE BARBED WIRE FENCE AND 1.2 FT (0.4 M) EAST OF A
 DO9218'CARSONITE WITNESS POST.
 DO9218'
 DO9218'NOTE-ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2562 ***********************************************************************
 AQ2562  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2562  DESIGNATION -  30 13 RJN
 AQ2562  PID         -  AQ2562
 AQ2562  STATE/COUNTY-  FL/PUTNAM
 AQ2562  COUNTRY     -  US
 AQ2562  USGS QUAD   -  WELAKA (2018)
 AQ2562
 AQ2562                         *CURRENT SURVEY CONTROL
 AQ2562  ______________________________________________________________________
 AQ2562* NAD 83(1986) POSITION- 29 29 21.8    (N) 081 40 13.0    (W)   HD_HELD2
 AQ2562* NAVD 88 ORTHO HEIGHT -     8.911 (meters)       29.24  (feet) ADJUSTED
 AQ2562  ______________________________________________________________________
 AQ2562  GEOID HEIGHT    -        -28.417 (meters)                     GEOID18
 AQ2562  DYNAMIC HEIGHT  -          8.898 (meters)       29.19  (feet) COMP
 AQ2562  MODELED GRAVITY -    979,270.1   (mgal)                       NAVD 88
 AQ2562
 AQ2562  VERT ORDER      -  SECOND    CLASS I
 AQ2562
 AQ2562.The horizontal coordinates were established by autonomous hand held GPS
 AQ2562.observations and have an estimated accuracy of +/- 10 meters.
 AQ2562
 AQ2562.The orthometric height was determined by differential leveling and
 AQ2562.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2562.in June 1991.
 AQ2562
 AQ2562.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2562.GEOID18 height accuracy estimate available here.
 AQ2562
 AQ2562.This Tidal Bench Mark is designated as VM 19585
 AQ2562.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2562
 AQ2562.Click photographs - Photos may exist for this station.
 AQ2562
 AQ2562.The dynamic height is computed by dividing the NAVD 88
 AQ2562.geopotential number by the normal gravity value computed on the
 AQ2562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2562.degrees latitude (g = 980.6199 gals.).
 AQ2562
 AQ2562.The modeled gravity was interpolated from observed gravity values.
 AQ2562
 AQ2562;                    North         East    Units  Estimated Accuracy
 AQ2562;SPC FL E     -   571,458.      135,002.      MT  (+/- 10 meters HH2 GPS)
 AQ2562
 AQ2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3502462394(NAD 83)
 AQ2562
 AQ2562                          SUPERSEDED SURVEY CONTROL
 AQ2562
 AQ2562  NGVD 29 (09/01/92)    9.193  (m)           30.16   (f) ADJUSTED    2 1
 AQ2562
 AQ2562.Superseded values are not recommended for survey control.
 AQ2562
 AQ2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2562.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2562
 AQ2562_MARKER: DB = BENCH MARK DISK
 AQ2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2562_STAMPING: 30 13 RJN 1967
 AQ2562_MARK LOGO: USGS
 AQ2562_PROJECTION: FLUSH
 AQ2562_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2562+STABILITY: SURFACE MOTION
 AQ2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2562+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 AQ2562
 AQ2562  HISTORY     - Date     Condition        Report By
 AQ2562  HISTORY     - 1967     MONUMENTED       USGS
 AQ2562  HISTORY     - 1985     GOOD             FLDNR
 AQ2562  HISTORY     - 20021016 GOOD             FLDEP
 AQ2562
 AQ2562                          STATION DESCRIPTION
 AQ2562
 AQ2562'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2562'1.2 MI NORTH FROM WELAKA.
 AQ2562'BEGIN AT THE JUNCTION OF COUNTY ROAD C-308B WITH COUNTY ROAD C-309 IN
 AQ2562'WELAKA, GO 1 MILE NORTH ON C-309 TO A Y-FORK JUNCTION LEADING SOUTH
 AQ2562'(BRYANT AVENUE), GO 0.2 MILE SOUTH ON BRYANT AVENUE TO THE MARK.  THE
 AQ2562'MARK BEARS 34.5 FEET EAST OF THE CENTERLINE OF BRYANT AVENUE, 38 FEET
 AQ2562'SOUTH OF THE CENTERLINE OF OLD POMONA PARK ROAD, 6.6 FEET SOUTH-
 AQ2562'SOUTHEAST OF A POWER LINE ANCHOR POLE, AND 26.5 FEET SOUTHWEST OF A
 AQ2562'MAGNOLIA TREE.
 AQ2562'THE MARK IS ABOVE LEVEL WITH ROAD.
 AQ2562
 AQ2562                          STATION RECOVERY (2002)
 AQ2562
 AQ2562'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AQ2562'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1409 ***********************************************************************
 AR1409  DESIGNATION -  30 75 A 3 FLDT
 AR1409  PID         -  AR1409
 AR1409  STATE/COUNTY-  FL/DIXIE
 AR1409  COUNTRY     -  US
 AR1409  USGS QUAD   -  FANNING SPRINGS (2018)
 AR1409
 AR1409                         *CURRENT SURVEY CONTROL
 AR1409  ______________________________________________________________________
 AR1409* NAD 83(1986) POSITION- 29 32 07.     (N) 082 59 34.     (W)   SCALED
 AR1409* NAVD 88 ORTHO HEIGHT -     6.121 (meters)       20.08  (feet) ADJUSTED
 AR1409  ______________________________________________________________________
 AR1409  GEOID HEIGHT    -        -27.724 (meters)                     GEOID18
 AR1409  DYNAMIC HEIGHT  -          6.112 (meters)       20.05  (feet) COMP
 AR1409  MODELED GRAVITY -    979,277.9   (mgal)                       NAVD 88
 AR1409
 AR1409  VERT ORDER      -  SECOND    CLASS I
 AR1409
 AR1409.The horizontal coordinates were scaled from a map and have
 AR1409.an estimated accuracy of +/- 6 seconds.
 AR1409
 AR1409.The orthometric height was determined by differential leveling and
 AR1409.adjusted by the NATIONAL GEODETIC SURVEY
 AR1409.in June 1991.
 AR1409
 AR1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1409.GEOID18 height accuracy estimate available here.
 AR1409
 AR1409.Click photographs - Photos may exist for this station.
 AR1409
 AR1409.The dynamic height is computed by dividing the NAVD 88
 AR1409.geopotential number by the normal gravity value computed on the
 AR1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1409.degrees latitude (g = 980.6199 gals.).
 AR1409
 AR1409.The modeled gravity was interpolated from observed gravity values.
 AR1409
 AR1409;                    North         East    Units  Estimated Accuracy
 AR1409;SPC FL N     -    60,300.      746,100.      MT  (+/- 180 meters Scaled)
 AR1409
 AR1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN068689(NAD 83)
 AR1409
 AR1409                          SUPERSEDED SURVEY CONTROL
 AR1409
 AR1409.No superseded survey control is available for this station.
 AR1409
 AR1409_MARKER: DB = BENCH MARK DISK
 AR1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1409_STAMPING: 30 75 A3
 AR1409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1409+STABILITY: SURFACE MOTION
 AR1409
 AR1409  HISTORY     - Date     Condition        Report By
 AR1409  HISTORY     - UNK      MONUMENTED       FLDT
 AR1409  HISTORY     - 1976     GOOD             FLDNR
 AR1409
 AR1409                          STATION DESCRIPTION
 AR1409
 AR1409'DESCRIBED BY FL DEPT OF NAT RES 1976
 AR1409'4.6 MI SW FROM OLD TOWN.
 AR1409'BEGIN NEAR THE POST OFFICE AT OLD TOWN AT THE INTERSECTION OF US
 AR1409'HIGHWAY 19 AND STATE HIGHWAY SR349 PROCEED SOUTH ALONG SR349 ABOUT 4.6
 AR1409'MILES.
 AR1409'ABOUT 51 FEET WEST OF CENTERLINE OF SR349,ABOUT 42.5 FEET S15E OF A
 AR1409'POWER POLE WITH AN 18 INCH BY HALF INCH REBAR DRIVEN INTO THE ADJACENT
 AR1409'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1890 ***********************************************************************
 AR1890  DESIGNATION -  30 90 GPS 1
 AR1890  PID         -  AR1890
 AR1890  STATE/COUNTY-  FL/DIXIE
 AR1890  COUNTRY     -  US
 AR1890  USGS QUAD   -  JENA (2018)
 AR1890
 AR1890                         *CURRENT SURVEY CONTROL
 AR1890  ______________________________________________________________________
 AR1890* NAD 83(2011) POSITION- 29 43 32.44663(N) 083 19 45.40124(W)   ADJUSTED
 AR1890* NAD 83(2011) ELLIP HT-   -21.631 (meters)        (06/27/12)   ADJUSTED
 AR1890* NAD 83(2011) EPOCH   -  2010.00
 AR1890* NAVD 88 ORTHO HEIGHT -     5.9   (meters)       19.    (feet) GPS OBS
 AR1890  ______________________________________________________________________
 AR1890  NAVD 88 orthometric height was determined with an earlier geoid model
 AR1890  GEOID HEIGHT    -        -27.614 (meters)                     GEOID18
 AR1890  NAD 83(2011) X  -    643,936.708 (meters)                     COMP
 AR1890  NAD 83(2011) Y  - -5,505,851.073 (meters)                     COMP
 AR1890  NAD 83(2011) Z  -  3,143,992.222 (meters)                     COMP
 AR1890  LAPLACE CORR    -          0.73  (seconds)                    DEFLEC18
 AR1890
 AR1890  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AR1890  Standards:
 AR1890         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AR1890            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AR1890  -------------------------------------------------------------------
 AR1890  NETWORK    1.22   2.47           0.55   0.43   1.26      0.12453486
 AR1890  -------------------------------------------------------------------
 AR1890  Click here for local accuracies and other accuracy information.
 AR1890
 AR1890.The horizontal coordinates were established by GPS observations
 AR1890.and adjusted by the National Geodetic Survey in June 2012.
 AR1890
 AR1890.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AR1890.been affixed to the stable North American tectonic plate. See 
 AR1890.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AR1890
 AR1890.The horizontal coordinates are valid at the epoch date displayed above
 AR1890.which is a decimal equivalence of Year/Month/Day.
 AR1890
 AR1890.The orthometric height was determined by GPS observations and a
 AR1890.high-resolution geoid model.
 AR1890
 AR1890.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1890.GEOID18 height accuracy estimate available here.
 AR1890
 AR1890.Click photographs - Photos may exist for this station.
 AR1890
 AR1890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1890
 AR1890.The Laplace correction was computed from DEFLEC18 derived deflections.
 AR1890
 AR1890.The ellipsoidal height was determined by GPS observations
 AR1890.and is referenced to NAD 83.
 AR1890
 AR1890. The following values were computed from the NAD 83(2011) position.
 AR1890
 AR1890;                    North         East     Units Scale Factor Converg.
 AR1890;SPC FL N     -    81,021.377   713,263.488   MT  0.99997794   +0 35 17.9
 AR1890;SPC FL N     -   265,817.63  2,340,098.63   sFT  0.99997794   +0 35 17.9
 AR1890;UTM  17      - 3,290,660.661   274,699.447   MT  1.00022634   -1 09 19.6
 AR1890
 AR1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1890!SPC FL N     -   1.00000340  x   0.99997794  =   0.99998134
 AR1890!UTM  17      -   1.00000340  x   1.00022634  =   1.00022974
 AR1890
 AR1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN7469990660(NAD 83)
 AR1890
 AR1890|---------------------------------------------------------------------|
 AR1890| PID    Reference Object                     Distance      Geod. Az  |
 AR1890|                                                           dddmmss.s |
 AR1890| AR1589 JONES ERDL RESET                    326.584 METERS 35940     |
 AR1890|---------------------------------------------------------------------|
 AR1890
 AR1890                          SUPERSEDED SURVEY CONTROL
 AR1890
 AR1890  NAD 83(2007)-  29 43 32.44661(N)    083 19 45.40207(W) AD(2002.00) 0
 AR1890  ELLIP H (02/10/07)  -21.590  (m)                       GP(2002.00)    
 AR1890  NAD 83(1999)-  29 43 32.44715(N)    083 19 45.40154(W) AD(       ) 2
 AR1890  ELLIP H (06/12/02)  -21.631  (m)                       GP(       ) 4 1
 AR1890  NAD 83(1990)-  29 43 32.44598(N)    083 19 45.40106(W) AD(       ) 2
 AR1890
 AR1890.Superseded values are not recommended for survey control.
 AR1890
 AR1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1890.See file dsdata.pdf to determine how the superseded data were derived.
 AR1890
 AR1890_MARKER: DE = TRAVERSE STATION DISK
 AR1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1890_STAMPING: 30 90 GPS 1
 AR1890_MARK LOGO: FLDT
 AR1890_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1890+STABILITY: SURFACE MOTION
 AR1890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1890+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AR1890
 AR1890  HISTORY     - Date     Condition        Report By
 AR1890  HISTORY     - 1990     MONUMENTED       FLDT
 AR1890
 AR1890                          STATION DESCRIPTION
 AR1890
 AR1890'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AR1890'THE STATION  IS LOCATED  ABOUT 3.62 KM (2.25 MI) NW. OF JONESBORO AND
 AR1890'1.6 KM (1.00 MI) EAST OF THE STEINHATCHEE RIVER ON PRIVATE LAND.
 AR1890'TO REACH THE STATION FROM THE INTERSECTION OF SR-51 AND US-19 IN
 AR1890'TENNILE GO 4.5 KM (2.80 MI) SOUTH ON US-19 TO OLD MOTEL BUILDING ON
 AR1890'(0.05 MI) TO OLD PAVED ROAD. TURN RIGHT ON PAVED ROAD AND GO 0.08 KM
 AR1890'(0.05 MI) TO GRADED ROAD ON LEFT. GO 1.60 KM (1.00 MI)
 AR1890'ALONG GRADED  ROAD TO WHERE GRADED ROAD BEARS LEFT AT INTERSECTION
 AR1890'WITH TRAIL ROAD TO RIGHT. GO RIGHT ON TRAIL ROAD 0.16 KM (0.10 MI) TO
 AR1890'CATTLE GAP AND LOCKED GATE. CONTINUE ON TRAIL ROAD 0.17 KM
 AR1890'(0.10 MI) TO STATION ON LEFT.
 AR1890'THE STATION PRJECTS 5 CM ABOVE GROUND AND IS LOCATED 46.63 M
 AR1890'(153.0 FT) SE OF CENTER OF TRAIL ROAD, 46.33 M (152.0 FT) E OF 24 INCH
 AR1890'PINE,
 AR1890'31.85 M (104.5 FT) N OF 20 INCH OAK AND 62.48 M (205.0 FT) NE OF
 AR1890'JONES ERDL AZ 1960.
 AR1890'DESCRIBED BY M.J. CHERBONNEAUX.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1891 ***********************************************************************
 AR1891  DESIGNATION -  30 90 GPS 2
 AR1891  PID         -  AR1891
 AR1891  STATE/COUNTY-  FL/DIXIE
 AR1891  COUNTRY     -  US
 AR1891  USGS QUAD   -  CROSS CITY WEST (2018)
 AR1891
 AR1891                         *CURRENT SURVEY CONTROL
 AR1891  ______________________________________________________________________
 AR1891* NAD 83(2011) POSITION- 29 39 12.92655(N) 083 10 30.66659(W)   ADJUSTED
 AR1891* NAD 83(2011) ELLIP HT-   -14.876 (meters)        (06/27/12)   ADJUSTED
 AR1891* NAD 83(2011) EPOCH   -  2010.00
 AR1891* NAVD 88 ORTHO HEIGHT -    12.8   (meters)       42.    (feet) GPS OBS
 AR1891  ______________________________________________________________________
 AR1891  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AR1891  GEOID HEIGHT    -        -28.203 (meters)                     GEOID93
 AR1891  GEOID HEIGHT    -        -27.692 (meters)                     GEOID18
 AR1891  NAD 83(2011) X  -    659,212.987 (meters)                     COMP
 AR1891  NAD 83(2011) Y  - -5,508,034.994 (meters)                     COMP
 AR1891  NAD 83(2011) Z  -  3,137,053.763 (meters)                     COMP
 AR1891  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 AR1891
 AR1891  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AR1891  Standards:
 AR1891         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AR1891            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AR1891  -------------------------------------------------------------------
 AR1891  NETWORK    0.70   1.51           0.30   0.27   0.77      0.02879958
 AR1891  -------------------------------------------------------------------
 AR1891  Click here for local accuracies and other accuracy information.
 AR1891
 AR1891.The horizontal coordinates were established by GPS observations
 AR1891.and adjusted by the National Geodetic Survey in June 2012.
 AR1891
 AR1891.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AR1891.been affixed to the stable North American tectonic plate. See 
 AR1891.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AR1891
 AR1891.The horizontal coordinates are valid at the epoch date displayed above
 AR1891.which is a decimal equivalence of Year/Month/Day.
 AR1891
 AR1891.The orthometric height was determined by GPS observations and a
 AR1891.high-resolution geoid model.
 AR1891
 AR1891.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1891.GEOID18 height accuracy estimate available here.
 AR1891
 AR1891.Click photographs - Photos may exist for this station.
 AR1891
 AR1891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1891
 AR1891.The Laplace correction was computed from DEFLEC18 derived deflections.
 AR1891
 AR1891.The ellipsoidal height was determined by GPS observations
 AR1891.and is referenced to NAD 83.
 AR1891
 AR1891. The following values were computed from the NAD 83(2011) position.
 AR1891
 AR1891;                    North         East     Units Scale Factor Converg.
 AR1891;SPC FL N     -    73,194.346   728,263.689   MT  0.99998835   +0 39 56.7
 AR1891;SPC FL N     -   240,138.45  2,389,311.79   sFT  0.99998835   +0 39 56.7
 AR1891;UTM  17      - 3,282,379.311   289,457.633   MT  1.00014697   -1 04 35.7
 AR1891
 AR1891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1891!SPC FL N     -   1.00000234  x   0.99998835  =   0.99999069
 AR1891!UTM  17      -   1.00000234  x   1.00014697  =   1.00014931
 AR1891
 AR1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN8945782379(NAD 83)
 AR1891
 AR1891                          SUPERSEDED SURVEY CONTROL
 AR1891
 AR1891  NAD 83(2007)-  29 39 12.92659(N)    083 10 30.66751(W) AD(2002.00) 0
 AR1891  ELLIP H (02/10/07)  -14.840  (m)                       GP(2002.00)    
 AR1891  NAD 83(1999)-  29 39 12.92690(N)    083 10 30.66713(W) AD(       ) 1
 AR1891  ELLIP H (05/31/01)  -14.854  (m)                       GP(       ) 4 1
 AR1891  NAD 83(1990)-  29 39 12.92559(N)    083 10 30.66660(W) AD(       ) 1
 AR1891  ELLIP H (01/28/97)  -14.801  (m)                       GP(       ) 3 1
 AR1891  NAD 83(1990)-  29 39 12.92577(N)    083 10 30.66723(W) AD(       ) 2
 AR1891  NAVD 88 (12/19/91)   12.8    (m)  UNKNOWN  model used  GPS OBS        
 AR1891
 AR1891.Superseded values are not recommended for survey control.
 AR1891
 AR1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1891.See file dsdata.pdf to determine how the superseded data were derived.
 AR1891
 AR1891_MARKER: DE = TRAVERSE STATION DISK
 AR1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1891_STAMPING: 30 90 GPS 2
 AR1891_MARK LOGO: FLDT
 AR1891_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1891+STABILITY: SURFACE MOTION
 AR1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1891+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 AR1891
 AR1891  HISTORY     - Date     Condition        Report By
 AR1891  HISTORY     - 1990     MONUMENTED       FLDT
 AR1891  HISTORY     - 19960606 GOOD             DCJOHN
 AR1891
 AR1891                          STATION DESCRIPTION
 AR1891
 AR1891'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AR1891'THE STATION IS LOCATED ABOUT 4.83 KM (3.00 MI) NORTHWEST OF CROSS
 AR1891'CITY IN THE MEDIAN OF US-19 AT THE INTERSECTION OF COUNTY ROAD 358.
 AR1891'TO REACH THE STATION FROM THE INTERSECTION OF US-19 AND COUNTY ROAD
 AR1891'358 IN CROSS CITY, GO NORTHWEST 4.83 KM (3.00 MI) ALONG US-19 TO THE
 AR1891'INTERSECTION OF CR-358 AND STATION ON LEFT IN MEDIAN OF US-19.
 AR1891'THE STATION PROJECTS 3 CM ABOVE GROUND. LOCATED 18.29 M (60.0 FT) E.
 AR1891'OF A METAL WITNESS POST, 10.21 M (33.5 FT) S. OF CENTERLINE OF N-BOUND
 AR1891'LANE OF US-19, 20.48 M (67.2 FT) E. OF POINT OF CONCRETE CURB, 9.45 M
 AR1891'(31.0 FT) N. OF CENTERLINE OF S-BOUND LANE OF US-19 AND 39.17 M
 AR1891'(128.5 FT) NNW. OF PUTNAM 2 1951.
 AR1891'DESCRIBED BY M.J. CHERBONNEAUX.
 AR1891
 AR1891                          STATION RECOVERY (1996)
 AR1891
 AR1891'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX)
 AR1891'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1892 ***********************************************************************
 AR1892  DESIGNATION -  30 90 GPS 3
 AR1892  PID         -  AR1892
 AR1892  STATE/COUNTY-  FL/DIXIE
 AR1892  COUNTRY     -  US
 AR1892  USGS QUAD   -  FANNING SPRINGS (2018)
 AR1892
 AR1892                         *CURRENT SURVEY CONTROL
 AR1892  ______________________________________________________________________
 AR1892* NAD 83(2011) POSITION- 29 35 26.25864(N) 082 58 30.48666(W)   ADJUSTED
 AR1892* NAD 83(2011) ELLIP HT-   -19.911 (meters)        (06/27/12)   ADJUSTED
 AR1892* NAD 83(2011) EPOCH   -  2010.00
 AR1892* NAVD 88 ORTHO HEIGHT -     7.9   (meters)       26.    (feet) GPS OBS
 AR1892  ______________________________________________________________________
 AR1892  NAVD 88 orthometric height was determined with an earlier geoid model
 AR1892  GEOID HEIGHT    -        -27.771 (meters)                     GEOID18
 AR1892  NAD 83(2011) X  -    678,861.763 (meters)                     COMP
 AR1892  NAD 83(2011) Y  - -5,509,119.192 (meters)                     COMP
 AR1892  NAD 83(2011) Z  -  3,130,984.210 (meters)                     COMP
 AR1892  LAPLACE CORR    -          0.07  (seconds)                    DEFLEC18
 AR1892
 AR1892  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AR1892  Standards:
 AR1892         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AR1892            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AR1892  -------------------------------------------------------------------
 AR1892  NETWORK    1.11   3.82           0.44   0.47   1.95      0.06219506
 AR1892  -------------------------------------------------------------------
 AR1892  Click here for local accuracies and other accuracy information.
 AR1892
 AR1892.The horizontal coordinates were established by GPS observations
 AR1892.and adjusted by the National Geodetic Survey in June 2012.
 AR1892
 AR1892.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AR1892.been affixed to the stable North American tectonic plate. See 
 AR1892.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AR1892
 AR1892.The horizontal coordinates are valid at the epoch date displayed above
 AR1892.which is a decimal equivalence of Year/Month/Day.
 AR1892
 AR1892.The orthometric height was determined by GPS observations and a
 AR1892.high-resolution geoid model.
 AR1892
 AR1892.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1892.GEOID18 height accuracy estimate available here.
 AR1892
 AR1892.Click photographs - Photos may exist for this station.
 AR1892
 AR1892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1892
 AR1892.The Laplace correction was computed from DEFLEC18 derived deflections.
 AR1892
 AR1892.The ellipsoidal height was determined by GPS observations
 AR1892.and is referenced to NAD 83.
 AR1892
 AR1892. The following values were computed from the NAD 83(2011) position.
 AR1892
 AR1892;                    North         East     Units Scale Factor Converg.
 AR1892;SPC FL N     -    66,457.819   747,724.050   MT  0.99999872   +0 45 58.6
 AR1892;SPC FL N     -   218,037.03  2,453,157.99   sFT  0.99999872   +0 45 58.6
 AR1892;UTM  17      - 3,275,053.524   308,706.227   MT  1.00005153   -0 58 32.2
 AR1892
 AR1892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1892!SPC FL N     -   1.00000313  x   0.99999872  =   1.00000185
 AR1892!UTM  17      -   1.00000313  x   1.00005153  =   1.00005466
 AR1892
 AR1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN0870675053(NAD 83)
 AR1892
 AR1892                          SUPERSEDED SURVEY CONTROL
 AR1892
 AR1892  NAD 83(2007)-  29 35 26.25871(N)    082 58 30.48745(W) AD(2002.00) 0
 AR1892  ELLIP H (02/10/07)  -19.885  (m)                       GP(2002.00)    
 AR1892  NAD 83(1999)-  29 35 26.25898(N)    082 58 30.48727(W) AD(       ) 2
 AR1892  ELLIP H (06/12/02)  -19.886  (m)                       GP(       ) 4 1
 AR1892  ELLIP H (11/22/93)  -19.861  (m)                       GP(       ) 4 1
 AR1892  NAD 83(1990)-  29 35 26.25759(N)    082 58 30.48735(W) AD(       ) 2
 AR1892  NGVD 29 (11/22/93)    8.2    (m)  GEOID93  model used  GPS OBS        
 AR1892
 AR1892.Superseded values are not recommended for survey control.
 AR1892
 AR1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1892.See file dsdata.pdf to determine how the superseded data were derived.
 AR1892
 AR1892_MARKER: DD = SURVEY DISK
 AR1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1892_STAMPING: 30 90 GPS 3
 AR1892_MARK LOGO: FLDT
 AR1892_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1892+STABILITY: SURFACE MOTION
 AR1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1892+SATELLITE: SATELLITE OBSERVATIONS - July 23, 1992
 AR1892
 AR1892  HISTORY     - Date     Condition        Report By
 AR1892  HISTORY     - 1990     MONUMENTED       FLDT
 AR1892  HISTORY     - 19920723 GOOD             FLDT
 AR1892
 AR1892                          STATION DESCRIPTION
 AR1892
 AR1892'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AR1892'THE STATION IS IN OLD TOWN
 AR1892'TO REACH THE STATION FROM THE INTERSECTION OF US-19 AND COUNTY ROAD
 AR1892'349 IN OLD TOWN, GO SOUTH 1.13 KM (0.70 MI) ALONG CR-349 TO THE
 AR1892'INTERSECTION OF SR-55A. TURN LEFT AND GO EAST ON SR-55A FOR .16 KM
 AR1892'(.10 MI)TO AZIMUTH ON LEFT. CONTINUE EAST .56 KM (0.35 MI) TO STATION
 AR1892'ON RIGHT NEAR EDGE OF RIGHT-OF-WAY.
 AR1892'THE STATION PROJECTS 7 CM ABOVE GROUND. LOCATED 1.37 M (4.5 FT) N.  OF
 AR1892'A METAL WITNESS POST, 1.4 M (4.6 FT) N. OF FENCE LINE, 10.97 M
 AR1892'(36.0 FT) S. OF CENTERLINE OF SR-55A, 19.81 M (65.0 FT) E. OF GUY POLE
 AR1892'NO. 499790 AND 48.16 M (158.0 FT) E. OF CENTERLINE OF DIRT DRIVEWAY.
 AR1892'DESCRIBED BY M.J. CHERBONNEAUX.
 AR1892
 AR1892                          STATION RECOVERY (1992)
 AR1892
 AR1892'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AR1892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1893 ***********************************************************************
 AR1893  DESIGNATION -  30 90 GPS 4
 AR1893  PID         -  AR1893
 AR1893  STATE/COUNTY-  FL/DIXIE
 AR1893  COUNTRY     -  US
 AR1893  USGS QUAD   -  JENA (2018)
 AR1893
 AR1893                         *CURRENT SURVEY CONTROL
 AR1893  ______________________________________________________________________
 AR1893* NAD 83(2011) POSITION- 29 40 42.22198(N) 083 15 08.26383(W)   ADJUSTED
 AR1893* NAD 83(2011) ELLIP HT-   -16.685 (meters)        (06/27/12)   ADJUSTED
 AR1893* NAD 83(2011) EPOCH   -  2010.00
 AR1893* NAVD 88 ORTHO HEIGHT -    10.9   (meters)       36.    (feet) GPS OBS
 AR1893  ______________________________________________________________________
 AR1893  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AR1893  GEOID HEIGHT    -        -28.120 (meters)                     GEOID93
 AR1893  GEOID HEIGHT    -        -27.617 (meters)                     GEOID18
 AR1893  NAD 83(2011) X  -    651,639.437 (meters)                     COMP
 AR1893  NAD 83(2011) Y  - -5,507,564.228 (meters)                     COMP
 AR1893  NAD 83(2011) Z  -  3,139,441.951 (meters)                     COMP
 AR1893  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 AR1893
 AR1893  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AR1893  Standards:
 AR1893         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AR1893            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AR1893  -------------------------------------------------------------------
 AR1893  NETWORK    0.73   1.61           0.30   0.30   0.82     -0.06352684
 AR1893  -------------------------------------------------------------------
 AR1893  Click here for local accuracies and other accuracy information.
 AR1893
 AR1893.The horizontal coordinates were established by GPS observations
 AR1893.and adjusted by the National Geodetic Survey in June 2012.
 AR1893
 AR1893.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AR1893.been affixed to the stable North American tectonic plate. See 
 AR1893.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AR1893
 AR1893.The horizontal coordinates are valid at the epoch date displayed above
 AR1893.which is a decimal equivalence of Year/Month/Day.
 AR1893
 AR1893.The orthometric height was determined by GPS observations and a
 AR1893.high-resolution geoid model.
 AR1893
 AR1893.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1893.GEOID18 height accuracy estimate available here.
 AR1893
 AR1893.Click photographs - Photos may exist for this station.
 AR1893
 AR1893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1893
 AR1893.The Laplace correction was computed from DEFLEC18 derived deflections.
 AR1893
 AR1893.The ellipsoidal height was determined by GPS observations
 AR1893.and is referenced to NAD 83.
 AR1893
 AR1893. The following values were computed from the NAD 83(2011) position.
 AR1893
 AR1893;                    North         East     Units Scale Factor Converg.
 AR1893;SPC FL N     -    75,859.399   720,768.370   MT  0.99998459   +0 37 37.2
 AR1893;SPC FL N     -   248,882.04  2,364,720.89   sFT  0.99998459   +0 37 37.2
 AR1893;UTM  17      - 3,285,271.563   282,045.482   MT  1.00018616   -1 06 56.2
 AR1893
 AR1893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1893!SPC FL N     -   1.00000262  x   0.99998459  =   0.99998721
 AR1893!UTM  17      -   1.00000262  x   1.00018616  =   1.00018878
 AR1893
 AR1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN8204585271(NAD 83)
 AR1893
 AR1893                          SUPERSEDED SURVEY CONTROL
 AR1893
 AR1893  NAD 83(2007)-  29 40 42.22209(N)    083 15 08.26474(W) AD(2002.00) 0
 AR1893  ELLIP H (02/10/07)  -16.661  (m)                       GP(2002.00)    
 AR1893  NAD 83(1999)-  29 40 42.22245(N)    083 15 08.26424(W) AD(       ) 1
 AR1893  ELLIP H (05/31/01)  -16.675  (m)                       GP(       ) 4 1
 AR1893  NAD 83(1990)-  29 40 42.22119(N)    083 15 08.26365(W) AD(       ) 1
 AR1893  ELLIP H (01/28/97)  -16.629  (m)                       GP(       ) 3 1
 AR1893  NAD 83(1990)-  29 40 42.22195(N)    083 15 08.26411(W) AD(       ) 2
 AR1893  NAVD 88 (12/19/91)   10.9    (m)  UNKNOWN  model used  GPS OBS        
 AR1893
 AR1893.Superseded values are not recommended for survey control.
 AR1893
 AR1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1893.See file dsdata.pdf to determine how the superseded data were derived.
 AR1893
 AR1893_MARKER: DD = SURVEY DISK
 AR1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1893_STAMPING: 30 90 GPS 4
 AR1893_MARK LOGO: NGS
 AR1893_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1893+STABILITY: SURFACE MOTION
 AR1893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1893+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 AR1893
 AR1893  HISTORY     - Date     Condition        Report By
 AR1893  HISTORY     - 1992     MONUMENTED       FLDT
 AR1893  HISTORY     - 19960606 GOOD             DCJOHN
 AR1893
 AR1893                          STATION DESCRIPTION
 AR1893
 AR1893'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AR1893'THE STATION IS LOCATED ABOUT 13.52 KM (8.40 MI) SOUTHEAST OF TENNILE,
 AR1893'ON THE NORTH SHOULDER OF NORTHBOUND LANE OF US-19.
 AR1893'TO REACH THE STATION FROM THE INTERSECTION OF SR-51 AND US-19 IN
 AR1893'TENNILE GO 13.52 KM (8.40 MI) SOUTHEAST ON US-19 TO BRIDGE FOR
 AR1893'PUMPKIN SWAMP. CONTINUE SOUTHEAST 0.48 KM (0.30 MI) TO STATION ON
 AR1893'LEFT.  THE STATION PROJECTS 20 CM ABOVE GROUND. LOCATED 8.22 M (27.0 F
 AR1893'SO. OF METAL WITNESS POST, 8.9 M (29.2 FT) NO. OF CENTERLINE OF
 AR1893'NORTH BOUND LANE OF US-19, 65.07 M (213.5 FT) W. OF POWER POLE NO. 113
 AR1893'45.72 M (150.0 FT) SE. OF POWER POLE NO. 114 AND 87.78 M (288.0 FT)
 AR1893'W. OF THE CENTERLINE OF A GRADED ROAD TO NORTH.
 AR1893'DESCRIBED BY M.J. CHERBONNEAUX.
 AR1893
 AR1893                          STATION RECOVERY (1996)
 AR1893
 AR1893'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX)
 AR1893'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2524 ***********************************************************************
 AK2524  DESIGNATION -  30 C
 AK2524  PID         -  AK2524
 AK2524  STATE/COUNTY-  FL/BREVARD
 AK2524  COUNTRY     -  US
 AK2524  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2524
 AK2524                         *CURRENT SURVEY CONTROL
 AK2524  ______________________________________________________________________
 AK2524* NAD 83(1990) POSITION- 28 26 24.87434(N) 080 34 45.67898(W)   ADJUSTED
 AK2524* NAVD 88 ORTHO HEIGHT -     2.178 (meters)        7.15  (feet) ADJUSTED
 AK2524  ______________________________________________________________________
 AK2524  GEOID HEIGHT    -        -28.248 (meters)                     GEOID18
 AK2524  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 AK2524  DYNAMIC HEIGHT  -          2.175 (meters)        7.14  (feet) COMP
 AK2524  MODELED GRAVITY -    979,225.3   (mgal)                       NAVD 88
 AK2524
 AK2524  HORZ ORDER      -  SECOND
 AK2524  VERT ORDER      -  FIRST     CLASS II
 AK2524
 AK2524.The horizontal coordinates were established by classical geodetic methods
 AK2524.and adjusted by the National Geodetic Survey in May 1991.
 AK2524
 AK2524.The orthometric height was determined by differential leveling and
 AK2524.adjusted by the NATIONAL GEODETIC SURVEY
 AK2524.in June 1991.
 AK2524
 AK2524.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2524.GEOID18 height accuracy estimate available here.
 AK2524
 AK2524.Click photographs - Photos may exist for this station.
 AK2524
 AK2524.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK2524
 AK2524.The dynamic height is computed by dividing the NAVD 88
 AK2524.geopotential number by the normal gravity value computed on the
 AK2524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2524.degrees latitude (g = 980.6199 gals.).
 AK2524
 AK2524.The modeled gravity was interpolated from observed gravity values.
 AK2524
 AK2524. The following values were computed from the NAD 83(1990) position.
 AK2524
 AK2524;                    North         East     Units Scale Factor Converg.
 AK2524;SPC FL E     -   455,067.191   241,203.807   MT  0.99996212   +0 12 01.2
 AK2524;SPC FL E     - 1,492,999.61    791,349.49   sFT  0.99996212   +0 12 01.2
 AK2524;UTM  17      - 3,146,043.905   541,189.748   MT  0.99962094   +0 12 01.2
 AK2524
 AK2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK2524!SPC FL E     -   1.00000409  x   0.99996212  =   0.99996621
 AK2524!UTM  17      -   1.00000409  x   0.99962094  =   0.99962503
 AK2524
 AK2524:                Primary Azimuth Mark                     Grid Az
 AK2524:SPC FL E     -  JET                                      351 59 49.1
 AK2524:UTM  17      -  JET                                      351 59 49.1
 AK2524
 AK2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4118946043(NAD 83)
 AK2524
 AK2524|---------------------------------------------------------------------|
 AK2524| PID    Reference Object                     Distance      Geod. Az  |
 AK2524|                                                           dddmmss.s |
 AK2524| AK5548 30 D                                 69.796 METERS 14952     |
 AK2524| AK2525 THIRTY                               42.428 METERS 20213     |
 AK2524| CA9210 30 C AZ MK                                         3153826.6 |
 AK2524| AK2505 JET                                 405.097 METERS 3521150.3 |
 AK2524|---------------------------------------------------------------------|
 AK2524
 AK2524                          SUPERSEDED SURVEY CONTROL
 AK2524
 AK2524  NAD 83(1986)-  28 26 24.88070(N)    080 34 45.69225(W) AD(       ) 2
 AK2524  NAD 27      -  28 26 23.87159(N)    080 34 46.50471(W) AD(       ) 2
 AK2524  NGVD 29 (??/??/92)    2.570  (m)            8.43   (f) ADJ UNCH    1 2
 AK2524  NGVD 29               2.57   (m)            8.4    (f) LEVELING    3  
 AK2524
 AK2524.Superseded values are not recommended for survey control.
 AK2524
 AK2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2524.See file dsdata.pdf to determine how the superseded data were derived.
 AK2524
 AK2524_MARKER: DD = SURVEY DISK
 AK2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2524_STAMPING: 30 C 1962
 AK2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2524+STABILITY: SURFACE MOTION
 AK2524
 AK2524  HISTORY     - Date     Condition        Report By
 AK2524  HISTORY     - 1962     MONUMENTED       CGS
 AK2524  HISTORY     - 1962     GOOD             CGS
 AK2524
 AK2524                          STATION DESCRIPTION
 AK2524
 AK2524'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AK2524'THE STATION IS LOCATED AT CAPE CANAVERAL ON COMPLEX 30, 0.15
 AK2524'MILE EAST OF THE GATE, 87 FEET NORTH OF THE NORTH EDGE OF THE
 AK2524'BLACKTOP PAD AND 20 FEET NORTH OF A 3 INCH IRON PIPE THAT IS 4
 AK2524'FEET HIGH.  IT IS A STANDARD TRAVERSE STATION MARK DISK SET IN
 AK2524'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 AK2524'AND THE DISK IS STAMPED 30 C 1962.
 AK2524'
 AK2524'30 C 123-50 IS 80 FEET NORTH OF THE NORTH EDGE OF THE
 AK2524'BLACKTOP PAD.  IT IS A SMOOTH BRASS DISK SET IN THE TOP OF A
 AK2524'12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH AND THE DISK
 AK2524'IS STAMPED 30 C 1962 123-50.
 AK2524'
 AK2524'30 C 123-110 IS 71 FEET NORTH OF THE NORTH EDGE OF THE
 AK2524'BLACKTOP PAD.  IT IS A SMOOTH BRASS DISK SET IN THE TOP OF A
 AK2524'12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH AND THE DISK
 AK2524'IS STAMPED 30 C 1962 123-110.
 AK2524'
 AK2524'30 C 303-50 IS 93 FEET NORTH OF THE NORTH EDGE OF THE BLACKTOP
 AK2524'PAD AND A LIGHT POLE.  IT IS A SMOOTH BRASS DISK SET IN THE
 AK2524'TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH
 AK2524'AND THE DISK IS STAMPED 30 C 1962 303-50.
 AK2524'
 AK2524'30 C 303-110 IS 110 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 AK2524'THE BLACKTOP PAD.  IT IS A SMOOTH BRASS DISK SET IN THE TOP OF
 AK2524'A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 1 INCH AND THE DISK
 AK2524'IS STAMPED 30 C 1962 303-110.
 AK2524'
 AK2524'THERE WAS AN UNDERGROUND TRAVERSE STATION MARK SET AT THIS
 AK2524'STATION.  IT IS 3 FEET UNDERGROUND.
 AK2524'
 AK2524'TO REACH FROM THE GATE OF COMPLEX 30 GO EAST ON A BLACKTOP
 AK2524'ROAD FOR 0.15 TO THE NORTH END OF THE BLACKTOP PAD AND THE
 AK2524'STATION ON THE LEFT.
 AK2524'
 AK2524'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION THIRTY
 AK2524'1960 AND THE DISTANCE IS 42.427 METERS OR 139.20 FEET.
 AK2524
 AK2524                          STATION RECOVERY (1962)
 AK2524
 AK2524'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962
 AK2524'AT CAPE CANAVERAL.
 AK2524'LOCATED AT COMPLEX 30 0.15 MILE EAST OF THE GATE OF THE COMPLEX,
 AK2524'87 FEET NORTH OF THE NORTH EDGE OF THE BLACKTOP PAD AND 20 FEET
 AK2524'NORTH OF A 3 INCH IRON PIPE THAT IS 4 FEET HIGH.  IT IS SET IN
 AK2524'THE TOP OF A 12 INCH SQUARE CONCRETE POST THAT PROJECTS 2 INCHES
 AK2524'ABOVE THE SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5548 ***********************************************************************
 AK5548  DESIGNATION -  30 D
 AK5548  PID         -  AK5548
 AK5548  STATE/COUNTY-  FL/BREVARD
 AK5548  COUNTRY     -  US
 AK5548  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK5548
 AK5548                         *CURRENT SURVEY CONTROL
 AK5548  ______________________________________________________________________
 AK5548* NAD 83(1990) POSITION- 28 26 22.91361(N) 080 34 44.39118(W)   ADJUSTED
 AK5548* NAVD 88 ORTHO HEIGHT -     2.43  (+/-2cm)        8.0   (feet) VERTCON3
 AK5548  ______________________________________________________________________
 AK5548  GEOID HEIGHT    -        -28.248 (meters)                     GEOID18
 AK5548  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 AK5548  HORZ ORDER      -  SECOND
 AK5548  VERT ORDER      -  THIRD ? (See Below)
 AK5548
 AK5548.The horizontal coordinates were established by classical geodetic methods
 AK5548.and adjusted by the National Geodetic Survey in May 1991.
 AK5548
 AK5548.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5548
 AK5548.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5548.GEOID18 height accuracy estimate available here.
 AK5548
 AK5548.The vertical order pertains to the NGVD 29 superseded value.
 AK5548
 AK5548.Click photographs - Photos may exist for this station.
 AK5548
 AK5548.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK5548
 AK5548. The following values were computed from the NAD 83(1990) position.
 AK5548
 AK5548;                    North         East     Units Scale Factor Converg.
 AK5548;SPC FL E     -   455,006.954   241,239.059   MT  0.99996216   +0 12 01.8
 AK5548;SPC FL E     - 1,492,801.98    791,465.15   sFT  0.99996216   +0 12 01.8
 AK5548;UTM  17      - 3,145,983.689   541,224.988   MT  0.99962097   +0 12 01.8
 AK5548
 AK5548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5548!SPC FL E     -   1.00000406  x   0.99996216  =   0.99996622
 AK5548!UTM  17      -   1.00000406  x   0.99962097  =   0.99962502
 AK5548
 AK5548:                Primary Azimuth Mark                     Grid Az
 AK5548:SPC FL E     -  JET                                      348 45 53.0
 AK5548:UTM  17      -  JET                                      348 45 53.0
 AK5548
 AK5548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4122445983(NAD 83)
 AK5548
 AK5548|---------------------------------------------------------------------|
 AK5548| PID    Reference Object                     Distance      Geod. Az  |
 AK5548|                                                           dddmmss.s |
 AK5548| AK2525 THIRTY                               55.264 METERS 29226     |
 AK5548| AK2505 JET                                 470.405 METERS 3485754.8 |
 AK5548|---------------------------------------------------------------------|
 AK5548
 AK5548                          SUPERSEDED SURVEY CONTROL
 AK5548
 AK5548  NAD 83(1986)-  28 26 22.91991(N)    080 34 44.40445(W) AD(       ) 2
 AK5548  NAD 27      -  28 26 21.91081(N)    080 34 45.21691(W) AD(       ) 2
 AK5548  NGVD 29               2.82   (m)            9.3    (f) LEVELING    3  
 AK5548
 AK5548.Superseded values are not recommended for survey control.
 AK5548
 AK5548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5548.See file dsdata.pdf to determine how the superseded data were derived.
 AK5548
 AK5548_MARKER: DS = TRIANGULATION STATION DISK
 AK5548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5548_STAMPING: 30 D 1963
 AK5548_MARK LOGO: CGS
 AK5548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5548+STABILITY: SURFACE MOTION
 AK5548
 AK5548  HISTORY     - Date     Condition        Report By
 AK5548  HISTORY     - 1963     MONUMENTED       CGS
 AK5548
 AK5548                          STATION DESCRIPTION
 AK5548
 AK5548'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LSB)
 AK5548'LOCATED ON CAPE CANAVERAL MISSILE BASE AT COMPLEX 30.  IT IS 73 FEET
 AK5548'SOUTHEAST OF A METAL LIGHTPOST AND 55 FEET EAST OF THE EAST EDGE
 AK5548'OF A BLACK-TOP DRIVE THAT SURROUNDS PAD 30.  A SMOOTH BRASS DISK,
 AK5548'SET IN A 10 X 10 INCH CONCRETE POST THAT PROJECTS 4 INCHES, AND
 AK5548'THE DISK IS STAMPED 30 D 1963.  NOTE--AN UNDERGROUND MARK
 AK5548'WAS SET.  A PUNCH HOLE IN THE APPROXIMATE CENTER OF THE DISK
 AK5548'MARKS THE STATION.
 AK5548'
 AK5548'30 D 105 IS 155 FEET EAST OF THE EAST EDGE OF THE BLACK-TOP
 AK5548'DRIVE THAT SURROUNDS THE PAD.  A SMOOTH BRASS DISK, SET IN A 10 X 10
 AK5548'INCH CONCRETE POST THAT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 AK5548'30 D 105 1963.  A PUNCH HOLE IN THE APPROXIMATE CENTER OF THE DISK
 AK5548'WAS USED FOR THE REFERENCE.
 AK5548'
 AK5548'30 D 285 IS 62 FEET SOUTH OF THE NORTH EDGE OF THE BLACK-TOP
 AK5548'DRIVE THAT SURROUNDS PAD 30, 33 FEET WEST OF THE EAST EDGE OF
 AK5548'THE BLACKTOP DRIVE, AND 7 FEET EAST OF A CONCRETE PAD.  A SMOOTH
 AK5548'BRASS DISK SET IN A 10 X 10 INCH CONCRETE POST, FLUSH WITH THE
 AK5548'SURFACE, AND THE DISK IS STAMPED 30 D 285 1963.  A PUNCH HOLE
 AK5548'IN THE APPROXIMATE CENTER OF THE DISK WAS USED FOR THE
 AK5548'REFERENCE.
 AK5548'
 AK5548'TRAVERSE CONNECTIONS WERE MADE AS SHOWN ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0709 ***********************************************************************
 AQ0709  DESIGNATION -  30 JAS
 AQ0709  PID         -  AQ0709
 AQ0709  STATE/COUNTY-  FL/MARION
 AQ0709  COUNTRY     -  US
 AQ0709  USGS QUAD   -  JUNIPER SPRINGS (2018)
 AQ0709
 AQ0709                         *CURRENT SURVEY CONTROL
 AQ0709  ______________________________________________________________________
 AQ0709* NAD 83(1986) POSITION- 29 10 41.     (N) 081 43 38.     (W)   SCALED
 AQ0709* NAVD 88 ORTHO HEIGHT -    26.833 (meters)       88.03  (feet) ADJUSTED
 AQ0709  ______________________________________________________________________
 AQ0709  GEOID HEIGHT    -        -28.233 (meters)                     GEOID18
 AQ0709  DYNAMIC HEIGHT  -         26.795 (meters)       87.91  (feet) COMP
 AQ0709  MODELED GRAVITY -    979,237.7   (mgal)                       NAVD 88
 AQ0709
 AQ0709  VERT ORDER      -  FIRST     CLASS II
 AQ0709
 AQ0709.The horizontal coordinates were scaled from a map and have
 AQ0709.an estimated accuracy of +/- 6 seconds.
 AQ0709
 AQ0709.The orthometric height was determined by differential leveling and
 AQ0709.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0709.in September 1997.
 AQ0709
 AQ0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0709.GEOID18 height accuracy estimate available here.
 AQ0709
 AQ0709.Click photographs - Photos may exist for this station.
 AQ0709
 AQ0709.The dynamic height is computed by dividing the NAVD 88
 AQ0709.geopotential number by the normal gravity value computed on the
 AQ0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0709.degrees latitude (g = 980.6199 gals.).
 AQ0709
 AQ0709.The modeled gravity was interpolated from observed gravity values.
 AQ0709
 AQ0709;                    North         East    Units  Estimated Accuracy
 AQ0709;SPC FL W     -   536,800.      226,530.      MT  (+/- 180 meters Scaled)
 AQ0709
 AQ0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN292279(NAD 83)
 AQ0709
 AQ0709                          SUPERSEDED SURVEY CONTROL
 AQ0709
 AQ0709  NAVD 88 (06/15/91)   26.808  (m)           87.95   (f) SUPERSEDED  1 2
 AQ0709  NGVD 29 (??/??/92)   27.129  (m)           89.01   (f) ADJ UNCH    1 2
 AQ0709
 AQ0709.Superseded values are not recommended for survey control.
 AQ0709
 AQ0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0709.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0709
 AQ0709_MARKER: DB = BENCH MARK DISK
 AQ0709_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AQ0709_STAMPING: 30 JAS 1966 89
 AQ0709_MARK LOGO: USGS
 AQ0709_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0709+SATELLITE: SATELLITE OBSERVATIONS - August 14, 1996
 AQ0709
 AQ0709  HISTORY     - Date     Condition        Report By
 AQ0709  HISTORY     - 1966     MONUMENTED       USGS
 AQ0709  HISTORY     - 1968     GOOD             CGS
 AQ0709  HISTORY     - 1990     GOOD             USPSQD
 AQ0709  HISTORY     - 19960814 GOOD             FLDEP
 AQ0709  HISTORY     - 20050409 MARK NOT FOUND   USPSQD
 AQ0709
 AQ0709                          STATION DESCRIPTION
 AQ0709
 AQ0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0709'13.1 MI W FROM ASTOR.
 AQ0709'ABOUT 13.1 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST
 AQ0709'END OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, NEAR
 AQ0709'THE JUNCTION OF FOREST SERVICE ROAD NO. 65 LEADING NORTH, 114
 AQ0709'FEET EAST OF THE CENTER LINE OF THE FOREST SERVICE ROAD, 64 FEET
 AQ0709'NORTH OF THE CENTER LINE OF THE HIGHWAY, 17 FEET NORTHWEST OF
 AQ0709'A TELEPHONE POLE, 1 FOOT SOUTH OF A METAL WITNESS POST, 1 FOOT
 AQ0709'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 AQ0709'POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AQ0709
 AQ0709                          STATION RECOVERY (1990)
 AQ0709
 AQ0709'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0709'RECOVERED IN GOOD CONDITION.
 AQ0709
 AQ0709                          STATION RECOVERY (1996)
 AQ0709
 AQ0709'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AQ0709'THE MARK IS ABOUT 12.0 MI (19.3 KM) WEST OF ASTOR, 10.1 MI (16.3 KM)
 AQ0709'EAST OF LYNNE IN SECTION 19, TOWNSHIP 15 SOUTH, RANGE 26 EAST. TO
 AQ0709'REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO WEST ON STATE ROAD 40
 AQ0709'FOR 7.05 MI (11.35 KM) TO THE INTERSECTION OF STATE ROAD 19, CONTINUE
 AQ0709'WEST ON STATE ROAD 40 FOR 5.35 MI (8.61 KM) TO THE MARK ON THE RIGHT,
 AQ0709'SET IN THE TOP OF A 5-INCH SQUARE PREFABRICATED CONCRETE POST
 AQ0709'PROJECTING 0.1 FT (3.0 CM) ABOVE THE LEVEL OF THE GROUND AND ABOUT 1.5
 AQ0709'FT (0.5 M) BELOW THE LEVEL OF STATE ROAD 40. LOCATED 114.3 FT (34.8 M)
 AQ0709'NORTH-NORTHEAST AND ACROSS STATE ROAD 40 FROM A POWER POLE, 103.2 FT
 AQ0709'(31.5 M) EAST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD NUMBER
 AQ0709'65, 63.7 FT (19.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 AQ0709'40, 39.4 FT (12.0 M) NORTH OF THE NORTH EDGE OF THE PAVEMENT OF THE
 AQ0709'WESTBOUND LANE OF STATE ROAD 40 AND 0.9 FT (27.4 CM) SOUTH OF A METAL
 AQ0709'WITNESS POST.
 AQ0709
 AQ0709                          STATION RECOVERY (2005)
 AQ0709
 AQ0709'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJM)
 AQ0709'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4358 ***********************************************************************
 BG4358  DESIGNATION -  30 PLUS 00
 BG4358  PID         -  BG4358
 BG4358  STATE/COUNTY-  FL/OKALOOSA
 BG4358  COUNTRY     -  US
 BG4358  USGS QUAD   -  FORT WALTON BEACH (2018)
 BG4358
 BG4358                         *CURRENT SURVEY CONTROL
 BG4358  ______________________________________________________________________
 BG4358* NAD 83(1990) POSITION- 30 28 52.78722(N) 086 31 03.80404(W)   ADJUSTED
 BG4358* NAVD 88 ORTHO HEIGHT -    18.    (meters)       59.    (feet) SCALED
 BG4358  ______________________________________________________________________
 BG4358  GEOID HEIGHT    -        -27.333 (meters)                     GEOID18
 BG4358  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 BG4358  HORZ ORDER      -  SECOND
 BG4358
 BG4358.The horizontal coordinates were established by classical geodetic methods
 BG4358.and adjusted by the National Geodetic Survey in December 1992.
 BG4358
 BG4358.The orthometric height was scaled from a topographic map.
 BG4358
 BG4358.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4358.GEOID18 height accuracy estimate available here.
 BG4358
 BG4358.Click photographs - Photos may exist for this station.
 BG4358
 BG4358.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG4358
 BG4358. The following values were computed from the NAD 83(1990) position.
 BG4358
 BG4358;                    North         East     Units Scale Factor Converg.
 BG4358;SPC FL N     -   165,917.358   406,280.942   MT  0.99996340   -1 00 50.2
 BG4358;SPC FL N     -   544,347.20  1,332,940.06   sFT  0.99996340   -1 00 50.2
 BG4358;UTM  16      - 3,372,221.372   546,288.626   MT  0.99962643   +0 14 40.7
 BG4358
 BG4358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4358!SPC FL N     -   1.00000148  x   0.99996340  =   0.99996488
 BG4358!UTM  16      -   1.00000148  x   0.99962643  =   0.99962791
 BG4358
 BG4358:                Primary Azimuth Mark                     Grid Az
 BG4358:SPC FL N     -  60 PLUS 00                               013 11 43.3
 BG4358:UTM  16      -  60 PLUS 00                               011 56 12.4
 BG4358
 BG4358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU4628872221(NAD 83)
 BG4358
 BG4358|---------------------------------------------------------------------|
 BG4358| PID    Reference Object                     Distance      Geod. Az  |
 BG4358|                                                           dddmmss.s |
 BG4358| BG4346 60 PLUS 00                          APPROX. 0.9 KM 0121053.1 |
 BG4358| BG4357 20 PLUS 00                          304.828 METERS 19211     |
 BG4358|---------------------------------------------------------------------|
 BG4358
 BG4358                          SUPERSEDED SURVEY CONTROL
 BG4358
 BG4358  NAD 83(1990)-  30 28 52.78724(N)    086 31 03.80404(W) AD(       ) 2
 BG4358  NAD 83(1986)-  30 28 52.80593(N)    086 31 03.81079(W) AD(       ) 2
 BG4358  NAD 27      -  30 28 52.09100(N)    086 31 03.99000(W) AD(       ) 2
 BG4358
 BG4358.Superseded values are not recommended for survey control.
 BG4358
 BG4358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4358.See file dsdata.pdf to determine how the superseded data were derived.
 BG4358
 BG4358_MARKER: DD = SURVEY DISK
 BG4358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4358_MARK LOGO: USACE
 BG4358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4358+STABILITY: SURFACE MOTION
 BG4358
 BG4358  HISTORY     - Date     Condition        Report By
 BG4358  HISTORY     - 1951     MONUMENTED       USACE
 BG4358  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BG4358
 BG4358                          STATION DESCRIPTION
 BG4358
 BG4358'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1951 (DAJ)
 BG4358'STATION IS LOCATED ABOUT 300 FEET WEST OF THE WEST EDGE OF THE
 BG4358'MAIN NORTH-SOUTH RUNWAY OF EGLIN FIELD AND 1.31 MILES SOUTH OF
 BG4358'THE NORTH END OF THE NORTH-SOUTH RUNWAY.  THE MARK IS A 6 BY 6
 BG4358'INCH CONCRETE POST THAT PROJECTS ABOUT 4 INCHES WITH A BRONZE
 BG4358'DISK IN THE CENTER THAT IS STAMPED, 30+00 65.38 USE.
 BG4358'
 BG4358'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BG4358
 BG4358                          STATION RECOVERY (1987)
 BG4358
 BG4358'RECOVERY NOTE BY US POWER SQUADRON 1987 (SS)
 BG4358'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7040 ***********************************************************************
 AK7040  DESIGNATION -  30 WSM RESET
 AK7040  PID         -  AK7040
 AK7040  STATE/COUNTY-  FL/VOLUSIA
 AK7040  COUNTRY     -  US
 AK7040  USGS QUAD   -  LAKE HELEN (2018)
 AK7040
 AK7040                         *CURRENT SURVEY CONTROL
 AK7040  ______________________________________________________________________
 AK7040* NAD 83(2011) POSITION- 28 52 46.73974(N) 081 09 56.89401(W)   ADJUSTED
 AK7040* NAD 83(2011) ELLIP HT-   -13.954 (meters)        (06/27/12)   ADJUSTED
 AK7040* NAD 83(2011) EPOCH   -  2010.00
 AK7040* NAVD 88 ORTHO HEIGHT -    13.986 (meters)       45.89  (feet) ADJUSTED
 AK7040  ______________________________________________________________________
 AK7040  GEOID HEIGHT    -        -27.930 (meters)                     GEOID18
 AK7040  NAD 83(2011) X  -    858,377.220 (meters)                     COMP
 AK7040  NAD 83(2011) Y  - -5,522,974.383 (meters)                     COMP
 AK7040  NAD 83(2011) Z  -  3,062,221.149 (meters)                     COMP
 AK7040  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 AK7040  DYNAMIC HEIGHT  -         13.966 (meters)       45.82  (feet) COMP
 AK7040  MODELED GRAVITY -    979,251.7   (mgal)                       NAVD 88
 AK7040
 AK7040  VERT ORDER      -  SECOND    CLASS I
 AK7040
 AK7040  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7040  Standards:
 AK7040         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7040            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7040  -------------------------------------------------------------------
 AK7040  NETWORK    2.07   2.49           0.90   0.78   1.27     -0.13378613
 AK7040  -------------------------------------------------------------------
 AK7040  Click here for local accuracies and other accuracy information.
 AK7040
 AK7040.The horizontal coordinates were established by GPS observations
 AK7040.and adjusted by the National Geodetic Survey in June 2012.
 AK7040
 AK7040.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7040.been affixed to the stable North American tectonic plate. See 
 AK7040.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7040
 AK7040.The horizontal coordinates are valid at the epoch date displayed above
 AK7040.which is a decimal equivalence of Year/Month/Day.
 AK7040
 AK7040.The orthometric height was determined by differential leveling and
 AK7040.adjusted by the NATIONAL GEODETIC SURVEY
 AK7040.in January 2008.
 AK7040
 AK7040.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7040.GEOID18 height accuracy estimate available here.
 AK7040
 AK7040.Click photographs - Photos may exist for this station.
 AK7040
 AK7040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7040
 AK7040.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7040
 AK7040.The ellipsoidal height was determined by GPS observations
 AK7040.and is referenced to NAD 83.
 AK7040
 AK7040.The dynamic height is computed by dividing the NAVD 88
 AK7040.geopotential number by the normal gravity value computed on the
 AK7040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7040.degrees latitude (g = 980.6199 gals.).
 AK7040
 AK7040.The modeled gravity was interpolated from observed gravity values.
 AK7040
 AK7040. The following values were computed from the NAD 83(2011) position.
 AK7040
 AK7040;                    North         East     Units Scale Factor Converg.
 AK7040;SPC FL E     -   503,703.157   183,826.511   MT  0.99994440   -0 04 48.3
 AK7040;SPC FL E     - 1,652,566.11    603,104.14   sFT  0.99994440   -0 04 48.3
 AK7040;UTM  17      - 3,194,663.277   483,832.029   MT  0.99960323   -0 04 48.3
 AK7040
 AK7040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7040!SPC FL E     -   1.00000219  x   0.99994440  =   0.99994659
 AK7040!UTM  17      -   1.00000219  x   0.99960323  =   0.99960542
 AK7040
 AK7040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM8383294663(NAD 83)
 AK7040
 AK7040                          SUPERSEDED SURVEY CONTROL
 AK7040
 AK7040  NAD 83(2007)-  28 52 46.73978(N)    081 09 56.89466(W) AD(2002.00) 0
 AK7040  ELLIP H (02/10/07)  -13.936  (m)                       GP(2002.00)    
 AK7040  NAD 83(1999)-  28 52 46.73994(N)    081 09 56.89476(W) AD(       ) 2
 AK7040  ELLIP H (09/30/02)  -13.905  (m)                       GP(       ) 4 2
 AK7040  NAD 83(1990)-  28 52 46.74008(N)    081 09 56.89453(W) AD(       ) 2
 AK7040  ELLIP H (03/04/92)  -13.862  (m)                       GP(       ) 4 2
 AK7040  NAVD 88 (03/04/92)   14.0    (m)  GEOID90  model used  GPS OBS        
 AK7040
 AK7040.Superseded values are not recommended for survey control.
 AK7040
 AK7040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7040.See file dsdata.pdf to determine how the superseded data were derived.
 AK7040
 AK7040_MARKER: DD = SURVEY DISK
 AK7040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7040_STAMPING: 46.825 30 WSM 1961 RESET 1975
 AK7040_MARK LOGO: USGS
 AK7040_PROJECTION: PROJECTING 3 CENTIMETERS
 AK7040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7040+STABILITY: SURFACE MOTION
 AK7040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7040+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2009
 AK7040
 AK7040  HISTORY     - Date     Condition        Report By
 AK7040  HISTORY     - 1975     MONUMENTED       USGS
 AK7040  HISTORY     - 19900226 GOOD             STEINA
 AK7040  HISTORY     - 20041202 GOOD             FLDEP
 AK7040  HISTORY     - 20090627 GOOD             GEOCAC
 AK7040  HISTORY     - 20210410 MARK NOT FOUND   GEOCAC
 AK7040
 AK7040                          STATION DESCRIPTION
 AK7040
 AK7040'DESCRIBED BY STEINMAN AND ASSOCIATES 1990
 AK7040'THE STATION IS LOCATED 2.0 MI (3.2 KM) NORTH OF OSTEEN, IN THE
 AK7040'SOUTHEAST 1/4 OF SECTION 36-T18S-R31E, IN A PRIVATE UNDEVELOPED LOT.
 AK7040'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTERSECTION OF HOWLAND
 AK7040'BLVD. AND ELKCAM BLVD. IN DELTONA, PROCEED SOUTHERLY ALONG HOWLAND
 AK7040'BLVD. FOR A DISTANCE OF 3.7 MI (6.0 KM) TO THE INTERSECTION OF FORT
 AK7040'SMITH BLVD. AND THE STATION ON THE RIGHT.  THE STATION IS AN 8 X 8 INC
 AK7040'CONCRETE MONUMENT, WITH A U.S.G.S. BRASS DISK STAMPED--4682 30WSM
 AK7040'1961 RESET 1975-- AND A STAMPED ELEVATION OF --46.825--, WHICH LIES IN
 AK7040'THE SOUTHWESTERN QUADRANT OF THE INTERSECTION.  THE STATION IS
 AK7040'LOCATED 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST, 87.0 FT
 AK7040'(26.5 M) SOUTH OF THE CENTERLINE OF FORT SMITH BLVD., AND 97.0 FT
 AK7040'(29.6 M) WEST OF THE CENTERLINE OF HOWLAND BLVD.
 AK7040'REFERENCES--
 AK7040'KEITH AND SCHNARS REBAR AND CAP, SET 40.0 FT (12.2 M) SOUTH OF THE
 AK7040'CENTERLINE OF FORT SMITH BLVD. AND 97.0 FT (29.6 M) WEST OF THE
 AK7040'CENTERLINE OF HOWLAND BLVD., NORTH 28 DEGREES WEST AT 51.72 FT
 AK7040'(15.76 M) .
 AK7040'KEITH AND SCHNARS REBAR AND CAP, SET 88.0 FT (26.8 M) SOUTH OF THE
 AK7040'CENTERLINE OF FORT SMITH BLVD. AND 33.0 FT (10.1 M) WEST OF THE
 AK7040'CENTERLINE OF HOWLAND BLVD., NORTH 85 DEGREES EAST AT 43.33 FT
 AK7040'(13.21 M) .
 AK7040'KEITH AND SCHNARS REBAR AND CAP, SET 135.0 FT (41.1 M) SOUTH OF THE
 AK7040'CENTERLINE OF FORT SMITH BLVD. AND 34.0 FT (10.4 M) WEST OF THE
 AK7040'CENTERLINE OF HOWLAND BLVD., SOUTH 42 DEGREES EAST AT 59.32 FT
 AK7040'(18.08 M) .
 AK7040
 AK7040                          STATION RECOVERY (2004)
 AK7040
 AK7040'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 AK7040'THE MARK IS ABOUT 1.5 MI NORTH-NORTHEAST OF OSTEEN, ON THE SOUTHEAST
 AK7040'SIDE OF DELTONA,  IN SECTION 36, TOWNSHIP 18 SOUTH, RANGE 31 EAST.
 AK7040'
 AK7040'TO REACH THE MARK FROM THE JUNCTION OF DOYLE ROAD (COUNTY ROAD 4162)
 AK7040'AND STATE  HIGHWAY 415 IN OSTEEN, GO NORTH ON STATE HIGHWAY 415 FOR
 AK7040'1.5 MI TO THE JUNCTION OF  HOWLAND BOULEVARD (COUNTY ROAD 4145) ON THE
 AK7040'LEFT, TURN LEFT ON HOWLAND BOULEVARD  (COUNTY ROAD 4145) AND GO
 AK7040'NORTHERLY FOR 0.65 MI TO THE JUNCTION OF FORT SMITH BOULEVARD  ON THE
 AK7040'LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A 0.8 FT SQUARE
 AK7040'CONCRETE POST  PROJECTING 0.1 FT ABOVE THE LEVEL OF THE GROUND AND 1.0
 AK7040'FT ABOVE THE LEVEL OF FORT SMITH  BOULEVARD.
 AK7040'
 AK7040'LOCATED 72.0 FT SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF FORT SMITH
 AK7040'BOULEVARD, 60.0  FT WEST OF THE WEST EDGE OF THE PAVEMENT OF HOWLAND
 AK7040'BOULEVARD, 59.7 FT SOUTH OF THE  SOUTH EDGE OF THE SIDEWALK, 43.8 FT
 AK7040'WEST OF THE WEST EDGE OF THE SIDEWALK, 2.3 FT EAST OF  A CARSONITE
 AK7040'WITNESS POST AND 0.8 FT EAST OF A METAL WITNESS POST.
 AK7040'
 AK7040'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AK7040'MONUMENT.
 AK7040
 AK7040                          STATION RECOVERY (2009)
 AK7040
 AK7040'RECOVERY NOTE BY GEOCACHING 2009 (FJE)
 AK7040'RECOVERED IN GOOD CONDITION.
 AK7040
 AK7040                          STATION RECOVERY (2021)
 AK7040
 AK7040'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK7040'MEASUREMENTS FELL UNDER THE PAVEMENT OF THE ASPHALT DRIVEWAY FOR
 AK7040'DUNKIN DONUTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2388 ***********************************************************************
 AC2388  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2388  DESIGNATION -  30.09
 AC2388  PID         -  AC2388
 AC2388  STATE/COUNTY-  FL/MIAMI-DADE
 AC2388  COUNTRY     -  US
 AC2388  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC2388
 AC2388                         *CURRENT SURVEY CONTROL
 AC2388  ______________________________________________________________________
 AC2388* NAD 83(1986) POSITION- 25 54 01.     (N) 080 07 27.     (W)   SCALED
 AC2388* NAVD 88 ORTHO HEIGHT -     8.448 (meters)       27.72  (feet) ADJUSTED
 AC2388  ______________________________________________________________________
 AC2388  GEOID HEIGHT    -        -25.695 (meters)                     GEOID18
 AC2388  DYNAMIC HEIGHT  -          8.434 (meters)       27.67  (feet) COMP
 AC2388  MODELED GRAVITY -    979,043.7   (mgal)                       NAVD 88
 AC2388
 AC2388  VERT ORDER      -  FIRST     CLASS II
 AC2388
 AC2388.The horizontal coordinates were scaled from a map and have
 AC2388.an estimated accuracy of +/- 6 seconds.
 AC2388
 AC2388.The orthometric height was determined by differential leveling and
 AC2388.adjusted by the NATIONAL GEODETIC SURVEY
 AC2388.in June 1991.
 AC2388
 AC2388.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2388.GEOID18 height accuracy estimate available here.
 AC2388
 AC2388.This Tidal Bench Mark is designated as VM 677
 AC2388.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC2388
 AC2388.Click photographs - Photos may exist for this station.
 AC2388
 AC2388.The dynamic height is computed by dividing the NAVD 88
 AC2388.geopotential number by the normal gravity value computed on the
 AC2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2388.degrees latitude (g = 980.6199 gals.).
 AC2388
 AC2388.The modeled gravity was interpolated from observed gravity values.
 AC2388
 AC2388;                    North         East    Units  Estimated Accuracy
 AC2388;SPC FL E     -   173,860.      287,760.      MT  (+/- 180 meters Scaled)
 AC2388
 AC2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ877649(NAD 83)
 AC2388
 AC2388                          SUPERSEDED SURVEY CONTROL
 AC2388
 AC2388  NGVD 29 (??/??/92)    8.923  (m)           29.27   (f) SUPERSEDED  1 2
 AC2388  NGVD 29 (09/01/92)    8.923  (m)           29.27   (f) ADJUSTED    1 2
 AC2388
 AC2388.Superseded values are not recommended for survey control.
 AC2388
 AC2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2388.See file dsdata.pdf to determine how the superseded data were derived.
 AC2388
 AC2388_MARKER: DD = SURVEY DISK
 AC2388_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC2388_SP_SET: SIDEWALK
 AC2388_STAMPING: 30.09
 AC2388_MARK LOGO: FLHD
 AC2388_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC2388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC2388+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1993
 AC2388
 AC2388  HISTORY     - Date     Condition        Report By
 AC2388  HISTORY     - UNK      MONUMENTED       FLHD
 AC2388  HISTORY     - 1970     GOOD             NGS
 AC2388  HISTORY     - 1982     GOOD             FLDNR
 AC2388  HISTORY     - 1989     GOOD             USPSQD
 AC2388  HISTORY     - 1990     GOOD             USPSQD
 AC2388  HISTORY     - 19901212 GOOD             NGS
 AC2388  HISTORY     - 19930519 GOOD             NGS
 AC2388  HISTORY     - 20080415 MARK NOT FOUND   DCPWD
 AC2388
 AC2388                          STATION DESCRIPTION
 AC2388
 AC2388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2388'1 MI N FROM BAL HARBOUR.
 AC2388'ABOUT 1.05 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AC2388'OF HARDING AVENUE AT BAL HARBOUR, SET ON THE TOP OF THE NORTH
 AC2388'END OF THE WEST WALKWAY OF THE HIGHWAY BRIDGE OVER BAKERS
 AC2388'HAULOVER CUT, 5.6 FEET WEST OF THE WEST CURB OF THE BRIDGE, 1
 AC2388'FOOT SOUTH OF THE NORTH END OF THE WALKWAY AND 1 FOOT ABOVE THE
 AC2388'LEVEL OF THE HIGHWAY.
 AC2388
 AC2388                          STATION RECOVERY (1982)
 AC2388
 AC2388'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2388'RECOVERED IN GOOD CONDITION.
 AC2388
 AC2388                          STATION RECOVERY (1989)
 AC2388
 AC2388'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AC2388'RECOVERED IN GOOD CONDITION.
 AC2388
 AC2388                          STATION RECOVERY (1990)
 AC2388
 AC2388'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC2388'RECOVERED IN GOOD CONDITION.
 AC2388
 AC2388                          STATION RECOVERY (1990)
 AC2388
 AC2388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC2388'1.6 KM (1.0 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC2388'FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL
 AC2388'HARBOUR, IN NORTH END OF THE WEST CONCRETE SIDEWALK OF THE HIGHWAY
 AC2388'BRIDGE SPANNING BAKERS HAULOVER INLET, 6.0 M (19.7 FT) WEST OF THE
 AC2388'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 0.2 M (0.7 FT)
 AC2388'ABOVE THE LEVEL OF THE HIGHWAY, 0.1 M (0.3 FT) EAST OF THE WEST
 AC2388'CONCRETE GUARDRAIL, AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE
 AC2388'BRIDGE.
 AC2388
 AC2388                          STATION RECOVERY (1993)
 AC2388
 AC2388'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC2388'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC2388'FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL
 AC2388'HARBOR, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE NORTH END OF THE
 AC2388'WEST CONCRETE SIDEWALK OF THE HIGHWAY BRIDGE SPANNING BAKERS HAULOVER
 AC2388'INLET, 6.0 M (19.7 FT) WEST OF THE HIGHWAY CENTERLINE, AND 0.2 M (0.7
 AC2388'FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC2388
 AC2388                          STATION RECOVERY (2008)
 AC2388
 AC2388'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)
 AC2388'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7475 ***********************************************************************
 AJ7475  DESIGNATION -  30.56
 AJ7475  PID         -  AJ7475
 AJ7475  STATE/COUNTY-  FL/OSCEOLA
 AJ7475  COUNTRY     -  US
 AJ7475  USGS QUAD   -  DEER PARK NW (2018)
 AJ7475
 AJ7475                         *CURRENT SURVEY CONTROL
 AJ7475  ______________________________________________________________________
 AJ7475* NAD 83(1986) POSITION- 28 10 54.3    (N) 080 53 43.1    (W)   HD_HELD2
 AJ7475* NAVD 88 ORTHO HEIGHT -     8.853 (meters)       29.05  (feet) ADJUSTED
 AJ7475  ______________________________________________________________________
 AJ7475  GEOID HEIGHT    -        -28.181 (meters)                     GEOID18
 AJ7475  DYNAMIC HEIGHT  -          8.840 (meters)       29.00  (feet) COMP
 AJ7475  MODELED GRAVITY -    979,165.5   (mgal)                       NAVD 88
 AJ7475
 AJ7475  VERT ORDER      -  SECOND    CLASS I
 AJ7475
 AJ7475.The horizontal coordinates were established by autonomous hand held GPS
 AJ7475.observations and have an estimated accuracy of +/- 10 meters.
 AJ7475
 AJ7475.The orthometric height was determined by differential leveling and
 AJ7475.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7475.in March 2002.
 AJ7475
 AJ7475.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7475.GEOID18 height accuracy estimate available here.
 AJ7475
 AJ7475.Click photographs - Photos may exist for this station.
 AJ7475
 AJ7475.The dynamic height is computed by dividing the NAVD 88
 AJ7475.geopotential number by the normal gravity value computed on the
 AJ7475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7475.degrees latitude (g = 980.6199 gals.).
 AJ7475
 AJ7475.The modeled gravity was interpolated from observed gravity values.
 AJ7475
 AJ7475;                    North         East    Units  Estimated Accuracy
 AJ7475;SPC FL E     -   426,354.      210,280.      MT  (+/- 10 meters HH2 GPS)
 AJ7475
 AJ7475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1027617340(NAD 83)
 AJ7475
 AJ7475                          SUPERSEDED SURVEY CONTROL
 AJ7475
 AJ7475.No superseded survey control is available for this station.
 AJ7475
 AJ7475_MARKER: DD = SURVEY DISK
 AJ7475_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ7475_SP_SET: ABUTMENT
 AJ7475_STAMPING: 30.56
 AJ7475_MARK LOGO: FLSRD
 AJ7475_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ7475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7475+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2024
 AJ7475
 AJ7475  HISTORY     - Date     Condition        Report By
 AJ7475  HISTORY     - UNK      MONUMENTED       FLSRD
 AJ7475  HISTORY     - 19970613 GOOD             FLDEP
 AJ7475  HISTORY     - 20090708 GOOD             FL-009
 AJ7475  HISTORY     - 20240822 GOOD             GEOCAC
 AJ7475
 AJ7475                          STATION DESCRIPTION
 AJ7475
 AJ7475'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ)
 AJ7475'THE MARK IS ABOUT 18.2 MI (29.3 KM) NORTHWEST OF MELBOURNE, 17.5 MI
 AJ7475'(28.2 KM) SOUTHWEST OF COCOA IN SECTION 35, TOWNSHIP 26 SOUTH, RANGE
 AJ7475'34 EAST.
 AJ7475'
 AJ7475'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 192 AND COUNTY
 AJ7475'ROAD 419 0.7 MI (1.1 KM) NORTH OF DEER PARK, GO NORTH ON COUNTY ROAD
 AJ7475'419 FOR 5.75 MI (9.25 KM) TO A BRIDGE OVER PENNYWASH CREEK AND THE
 AJ7475'MARK ON THE LEFT. THE MARK CAN ALSO BE REACHED FROM THE INTERSECTION
 AJ7475'OF COUNTY ROAD 419 AND COUNTY ROAD 532 SOUTHWEST OF COCOA, GO
 AJ7475'SOUTHERLY ON COUNTY ROAD 419 FOR 7.45 MI (11.99 KM) TO A BRIDGE OVER
 AJ7475'PENNYWASH CREEK AND THE MARK ON THE RIGHT.
 AJ7475'
 AJ7475'IT IS SET FLUSH IN THE SOUTHWEST ABUTMENT OF THE BRIDGE.  LOCATED 43.2
 AJ7475'FT (13.2 M) NORTH OF THE SOUTH END OF A METAL GUARDRAIL, 35.9 FT
 AJ7475'(10.9 M) NORTH-NORTHEAST OF A POWER POLE, 16.7 FT (5.1 M) NORTH OF A
 AJ7475'CARSONITE WITNESS POST AND 13.4 FT (4.1 M) WEST OF THE APPROXIMATE
 AJ7475'CENTERLINE OF COUNTY ROAD 419.  NOTE HIGH POINT LEVELED TO IS THE O OF
 AJ7475'FLORIDA.
 AJ7475
 AJ7475                          STATION RECOVERY (2009)
 AJ7475
 AJ7475'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2009 (SRV)
 AJ7475'RECOVERED IN GOOD CONDITION.
 AJ7475
 AJ7475                          STATION RECOVERY (2024)
 AJ7475
 AJ7475'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 AJ7475'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0113 ***********************************************************************
 AL0113  DESIGNATION -  300
 AL0113  PID         -  AL0113
 AL0113  STATE/COUNTY-  FL/PINELLAS
 AL0113  COUNTRY     -  US
 AL0113  USGS QUAD   -  ELFERS (2018)
 AL0113
 AL0113                         *CURRENT SURVEY CONTROL
 AL0113  ______________________________________________________________________
 AL0113* NAD 83(1986) POSITION- 28 08 49.     (N) 082 41 29.     (W)   SCALED
 AL0113* NAVD 88 ORTHO HEIGHT -     6.382 (meters)       20.94  (feet) ADJUSTED
 AL0113  ______________________________________________________________________
 AL0113  GEOID HEIGHT    -        -25.173 (meters)                     GEOID18
 AL0113  DYNAMIC HEIGHT  -          6.373 (meters)       20.91  (feet) COMP
 AL0113  MODELED GRAVITY -    979,195.6   (mgal)                       NAVD 88
 AL0113
 AL0113  VERT ORDER      -  FIRST     CLASS II
 AL0113
 AL0113.The horizontal coordinates were scaled from a map and have
 AL0113.an estimated accuracy of +/- 6 seconds.
 AL0113
 AL0113.The orthometric height was determined by differential leveling and
 AL0113.adjusted by the NATIONAL GEODETIC SURVEY
 AL0113.in June 1991.
 AL0113
 AL0113.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0113.GEOID18 height accuracy estimate available here.
 AL0113
 AL0113.Click photographs - Photos may exist for this station.
 AL0113
 AL0113.The dynamic height is computed by dividing the NAVD 88
 AL0113.geopotential number by the normal gravity value computed on the
 AL0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0113.degrees latitude (g = 980.6199 gals.).
 AL0113
 AL0113.The modeled gravity was interpolated from observed gravity values.
 AL0113
 AL0113;                    North         East    Units  Estimated Accuracy
 AL0113;SPC FL W     -   422,690.      132,090.      MT  (+/- 180 meters Scaled)
 AL0113
 AL0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM339146(NAD 83)
 AL0113
 AL0113                          SUPERSEDED SURVEY CONTROL
 AL0113
 AL0113  NGVD 29 (??/??/92)    6.639  (m)           21.78   (f) ADJ UNCH    2 2
 AL0113
 AL0113.Superseded values are not recommended for survey control.
 AL0113
 AL0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0113.See file dsdata.pdf to determine how the superseded data were derived.
 AL0113
 AL0113_MARKER: DD = SURVEY DISK
 AL0113_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0113_SP_SET: HEADWALL
 AL0113_STAMPING: 300
 AL0113_MARK LOGO: FLSRD
 AL0113_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0113+STABILITY: SURFACE MOTION
 AL0113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL0113+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005
 AL0113
 AL0113  HISTORY     - Date     Condition        Report By
 AL0113  HISTORY     - UNK      MONUMENTED       FLHD
 AL0113  HISTORY     - 1976     GOOD             NGS
 AL0113  HISTORY     - 1990     GOOD             USPSQD
 AL0113  HISTORY     - 20050306 GOOD             FLDEP
 AL0113
 AL0113                          STATION DESCRIPTION
 AL0113
 AL0113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0113'1.8 MI E FROM TARPON SPRINGS.
 AL0113'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0113'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 3.45 MILES.
 AL0113'STATION ON RIGHT, 20.5 FT. S.S.W. OF THE CENTERLINE OF KEYSTONE RD.,
 AL0113'82.7 FT. E.N.E. OF THE POWER POLE (NUMBER 12A-5059-R).  SET IN THE TOP
 AL0113'OF A CONCRETE HEADWALL.  SECTION 10, T 27, R 16.
 AL0113
 AL0113                          STATION RECOVERY (1990)
 AL0113
 AL0113'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0113'RECOVERED IN GOOD CONDITION.
 AL0113
 AL0113                          STATION RECOVERY (2005)
 AL0113
 AL0113'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AL0113'RECOVERED IN GOOD CONDITION.
 AL0113'
 AL0113'NOTE THE MARK IS 0.3 FT SOUTH OF A CARSONITE WITNESS POST AND THE
 AL0113'MILEAGE EASTWARD  FROM U.S. HIGHWAY 19 IN TARPON SPRINGS IS ACTUALLY
 AL0113'3.35 MI.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2235 ***********************************************************************
 AC2235  DESIGNATION -  3000
 AC2235  PID         -  AC2235
 AC2235  STATE/COUNTY-  FL/MIAMI-DADE
 AC2235  COUNTRY     -  US
 AC2235  USGS QUAD   -  MIAMI (2018)
 AC2235
 AC2235                         *CURRENT SURVEY CONTROL
 AC2235  ______________________________________________________________________
 AC2235* NAD 83(1986) POSITION- 25 45 49.     (N) 080 08 23.     (W)   SCALED
 AC2235* NAVD 88 ORTHO HEIGHT -     1.148 (meters)        3.77  (feet) ADJUSTED
 AC2235  ______________________________________________________________________
 AC2235  GEOID HEIGHT    -        -25.727 (meters)                     GEOID18
 AC2235  DYNAMIC HEIGHT  -          1.146 (meters)        3.76  (feet) COMP
 AC2235  MODELED GRAVITY -    979,027.2   (mgal)                       NAVD 88
 AC2235
 AC2235  VERT ORDER      -  SECOND    CLASS 0
 AC2235
 AC2235.The horizontal coordinates were scaled from a map and have
 AC2235.an estimated accuracy of +/- 6 seconds.
 AC2235
 AC2235.The orthometric height was determined by differential leveling and
 AC2235.adjusted by the NATIONAL GEODETIC SURVEY
 AC2235.in June 1991.
 AC2235
 AC2235.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2235.GEOID18 height accuracy estimate available here.
 AC2235
 AC2235.Click photographs - Photos may exist for this station.
 AC2235
 AC2235.The dynamic height is computed by dividing the NAVD 88
 AC2235.geopotential number by the normal gravity value computed on the
 AC2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2235.degrees latitude (g = 980.6199 gals.).
 AC2235
 AC2235.The modeled gravity was interpolated from observed gravity values.
 AC2235
 AC2235;                    North         East    Units  Estimated Accuracy
 AC2235;SPC FL E     -   158,710.      286,300.      MT  (+/- 180 meters Scaled)
 AC2235
 AC2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ862497(NAD 83)
 AC2235
 AC2235                          SUPERSEDED SURVEY CONTROL
 AC2235
 AC2235  NGVD 29 (??/??/92)    1.625  (m)            5.33   (f) ADJ UNCH    2 0
 AC2235
 AC2235.Superseded values are not recommended for survey control.
 AC2235
 AC2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2235.See file dsdata.pdf to determine how the superseded data were derived.
 AC2235
 AC2235_MARKER: DD = SURVEY DISK
 AC2235_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC2235_SP_SET: SEAWALL
 AC2235_STAMPING: 3000 W SJ 1939
 AC2235_MARK LOGO: USACE
 AC2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2235+STABILITY: SURFACE MOTION
 AC2235
 AC2235  HISTORY     - Date     Condition        Report By
 AC2235  HISTORY     - 1939     MONUMENTED       USACE
 AC2235  HISTORY     - 1970     GOOD             NGS
 AC2235
 AC2235                          STATION DESCRIPTION
 AC2235
 AC2235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2235'AT MIAMI BEACH.
 AC2235'ON FISHER ISLAND, ACROSS GOVERNMENT CUT FROM THE SOUTH END OF
 AC2235'MIAMI BEACH, 0.1 MILE EAST ALONG A STONE SEAWALL FROM THE BOAT
 AC2235'HOUSE, ALONG THE NORTH SIDE OF THE ISLAND, AT THE OLD U.S.
 AC2235'QUARANTINE STATION NOW OCCUPIED BY MEMBERS OF THE UNIVERSITY OF
 AC2235'MIAMI, ON TOP OF THE STONE SEAWALL, 78 FEET NORTHWEST OF THE
 AC2235'FLAGPOLE, 1 FOOT ABOVE THE LEVEL OF THE GROUND AND FLUSH WITH A
 AC2235'4-FOOT SQUARE CONCRETE SLAB POURED AROUND THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3972 ***********************************************************************
 BE3972  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3972  DESIGNATION -  300842 AD 1
 BE3972  PID         -  BE3972
 BE3972  STATE/COUNTY-  FL/WAKULLA
 BE3972  COUNTRY     -  US
 BE3972  USGS QUAD   -  SOPCHOPPY (2018)
 BE3972
 BE3972                         *CURRENT SURVEY CONTROL
 BE3972  ______________________________________________________________________
 BE3972* NAD 83(1986) POSITION- 30 01 33.49   (N) 084 23 12.71   (W)   HD_HELD1
 BE3972* NAVD 88 ORTHO HEIGHT -     1.117 (meters)        3.66  (feet) ADJUSTED
 BE3972  ______________________________________________________________________
 BE3972  GEOID HEIGHT    -        -27.348 (meters)                     GEOID18
 BE3972  DYNAMIC HEIGHT  -          1.115 (meters)        3.66  (feet) COMP
 BE3972  MODELED GRAVITY -    979,330.1   (mgal)                       NAVD 88
 BE3972
 BE3972  VERT ORDER      -  FIRST     CLASS II
 BE3972
 BE3972.The horizontal coordinates were determined by differentially corrected
 BE3972.hand held GPS observations or other comparable positioning techniques
 BE3972.and have an estimated accuracy of +/- 3 meters.
 BE3972
 BE3972.The orthometric height was determined by differential leveling and
 BE3972.adjusted by the NATIONAL GEODETIC SURVEY
 BE3972.in October 2021.
 BE3972
 BE3972.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3972.GEOID18 height accuracy estimate available here.
 BE3972
 BE3972.This Tidal Bench Mark is designated as VM 9794
 BE3972.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BE3972
 BE3972.Click photographs - Photos may exist for this station.
 BE3972
 BE3972.The dynamic height is computed by dividing the NAVD 88
 BE3972.geopotential number by the normal gravity value computed on the
 BE3972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3972.degrees latitude (g = 980.6199 gals.).
 BE3972
 BE3972.The modeled gravity was interpolated from observed gravity values.
 BE3972
 BE3972;                    North         East    Units  Estimated Accuracy
 BE3972;SPC FL N     -   113,731.3     610,912.7     MT  (+/- 3 meters HH1 GPS) 
 BE3972
 BE3972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5200924539(NAD 83)
 BE3972
 BE3972                          SUPERSEDED SURVEY CONTROL
 BE3972
 BE3972  NAVD 88 (09/06/96)    1.112  (m)            3.65   (f) SUPERSEDED  2 1
 BE3972
 BE3972.Superseded values are not recommended for survey control.
 BE3972
 BE3972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3972.See file dsdata.pdf to determine how the superseded data were derived.
 BE3972
 BE3972_MARKER: DJ = TIDAL STATION DISK
 BE3972_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3972_STAMPING: 300842 AD 1 1975
 BE3972_MARK LOGO: FLDNR
 BE3972_PROJECTION: PROJECTING 5 CENTIMETERS
 BE3972_MAGNETIC: I = MARKER IS A STEEL ROD
 BE3972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3972+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2023
 BE3972
 BE3972  HISTORY     - Date     Condition        Report By
 BE3972  HISTORY     - 1975     MONUMENTED       FLDNR
 BE3972  HISTORY     - 1986     GOOD             FLDNR
 BE3972  HISTORY     - 20200629 GOOD             FLDEP
 BE3972  HISTORY     - 20230130 GOOD             FLDEP
 BE3972
 BE3972                          STATION DESCRIPTION
 BE3972
 BE3972'DESCRIBED BY FL DEPT OF NAT RES 1986
 BE3972'IN PANACEA.
 BE3972'BEGIN AT THE POST OFFICE IN PANACEA, GO 0.65 MILE SOUTH ON U.S.
 BE3972'HIGHWAY 98 TO THE JUNCTION OF ROCKLANDING STREET, GO 0.25 MILE EAST
 BE3972'ON ROCKLANDING STREET TO THE JUNCTION OF CLARK DRIVE, GO 0.3 MILE
 BE3972'NORTH ON CLARK DRIVE TO THE PROPERTY OF JACK RUDLOE AND THE MARK.
 BE3972'THE MARK BEARS 85.3 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 BE3972'THE RUDLOE HOUSE, 61 FEET SOUTH OF THE DOCK, AND IS AT THE SOUTHEAST
 BE3972'CORNER OF THE RUDLOE PROPERTY.  THE MARK IS A FLORIDA DISK SET ATOP A
 BE3972'COPPER COATED STEEL ROD DRIVEN TO REFUSAL AND ENCASED IN A PVC PIPE
 BE3972'FLUSH WITH THE GROUND.
 BE3972
 BE3972                          STATION RECOVERY (2020)
 BE3972
 BE3972'RECOVERY NOTE BY FL DEPT OF ENV PRO 2020 (KLB)
 BE3972'RECOVERED AS DESCRIBED.
 BE3972
 BE3972                          STATION RECOVERY (2023)
 BE3972
 BE3972'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 BE3972'THE MARK IS LOCATED 119.5 FT (36.4 M) SOUTH OF SURVEY MARK 300842 AD
 BE3972'3, 10.0 FT (3.0 M) EAST-SOUTHEAST OF A 2 FT (0.6 M) IN DIAMETER LONE
 BE3972'STANDING PALM TREE, 1.2 FT (0.4 M) NORTH OF A CARSONITE WITNESS POST
 BE3972'AND 1.0 FT (0.3 M) WEST OF THE SEA VEGETATION LINE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3973 ***********************************************************************
 BE3973  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3973  DESIGNATION -  300842 AD 2
 BE3973  PID         -  BE3973
 BE3973  STATE/COUNTY-  FL/WAKULLA
 BE3973  COUNTRY     -  US
 BE3973  USGS QUAD   -  SOPCHOPPY (2018)
 BE3973
 BE3973                         *CURRENT SURVEY CONTROL
 BE3973  ______________________________________________________________________
 BE3973* NAD 83(1986) POSITION- 30 01 34.6    (N) 084 23 13.5    (W)   HD_HELD2
 BE3973* NAVD 88 ORTHO HEIGHT -     0.886 (meters)        2.91  (feet) ADJUSTED
 BE3973  ______________________________________________________________________
 BE3973  GEOID HEIGHT    -        -27.348 (meters)                     GEOID18
 BE3973  DYNAMIC HEIGHT  -          0.885 (meters)        2.90  (feet) COMP
 BE3973  MODELED GRAVITY -    979,330.1   (mgal)                       NAVD 88
 BE3973
 BE3973  VERT ORDER      -  FIRST     CLASS II
 BE3973
 BE3973.The horizontal coordinates were established by autonomous hand held GPS
 BE3973.observations and have an estimated accuracy of +/- 10 meters.
 BE3973
 BE3973.The orthometric height was determined by differential leveling and
 BE3973.adjusted by the NATIONAL GEODETIC SURVEY
 BE3973.in October 2021.
 BE3973
 BE3973.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3973.GEOID18 height accuracy estimate available here.
 BE3973
 BE3973.This Tidal Bench Mark is designated as VM 9795
 BE3973.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BE3973
 BE3973.Click photographs - Photos may exist for this station.
 BE3973
 BE3973.The dynamic height is computed by dividing the NAVD 88
 BE3973.geopotential number by the normal gravity value computed on the
 BE3973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3973.degrees latitude (g = 980.6199 gals.).
 BE3973
 BE3973.The modeled gravity was interpolated from observed gravity values.
 BE3973
 BE3973;                    North         East    Units  Estimated Accuracy
 BE3973;SPC FL N     -   113,765.      610,892.      MT  (+/- 10 meters HH2 GPS)
 BE3973
 BE3973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5198724573(NAD 83)
 BE3973
 BE3973                          SUPERSEDED SURVEY CONTROL
 BE3973
 BE3973  NAVD 88 (09/06/96)    0.882  (m)            2.89   (f) SUPERSEDED  2 1
 BE3973
 BE3973.Superseded values are not recommended for survey control.
 BE3973
 BE3973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3973.See file dsdata.pdf to determine how the superseded data were derived.
 BE3973
 BE3973_MARKER: DJ = TIDAL STATION DISK
 BE3973_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3973_STAMPING: 300842 AD 2 1975
 BE3973_MARK LOGO: FLDNR
 BE3973_PROJECTION: FLUSH
 BE3973_MAGNETIC: I = MARKER IS A STEEL ROD
 BE3973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3973+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2023
 BE3973
 BE3973  HISTORY     - Date     Condition        Report By
 BE3973  HISTORY     - 1975     MONUMENTED       FLDNR
 BE3973  HISTORY     - 1986     GOOD             FLDNR
 BE3973  HISTORY     - 20201008 GOOD             FLDEP
 BE3973  HISTORY     - 20230130 GOOD             FLDEP
 BE3973
 BE3973                          STATION DESCRIPTION
 BE3973
 BE3973'DESCRIBED BY FL DEPT OF NAT RES 1986
 BE3973'IN PANACEA.
 BE3973'BEGIN AT THE POST OFFICE IN PANACEA, GO 0.65 MILE SOUTH ON U.S.
 BE3973'HIGHWAY 98 TO THE JUNCTION OF ROCKLANDING STREET, GO 0.25 MILE EAST
 BE3973'ON ROCKLANDING STREET TO THE JUNCTION OF CLARK DRIVE, GO 0.3 MILE
 BE3973'NORTH ON CLARK DRIVE TO THE PROPERTY OF JACK RUDLOE AND THE MARK.
 BE3973'THE MARK BEARS 45 FEET NORTH-NORTHEAST OF THE RUDLOE HOUSE, 96 FEET
 BE3973'NORTHWEST OF THE DOCK, AND 60 FEET WEST OF TIDAL BENCH MARK
 BE3973'300842-AD-3.  THE MARK IS A DISK SET ATOP A COPPER COATED STEEL ROD
 BE3973'DRIVEN TO REFUSAL AND ENCASED IN A PCV PIPE FLUSH WITH THE GROUND.
 BE3973
 BE3973                          STATION RECOVERY (2020)
 BE3973
 BE3973'RECOVERY NOTE BY FL DEPT OF ENV PRO 2020 (RPB)
 BE3973'RECOVERED AS DESCRIBED.
 BE3973
 BE3973                          STATION RECOVERY (2023)
 BE3973
 BE3973'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 BE3973'THE MARK IS 261.5 FT (79.7 M) EAST OF THE APPROXIMATE CENTERLINE OF
 BE3973'CLARK DRIVE AND 2.4 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3974 ***********************************************************************
 BE3974  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3974  DESIGNATION -  300842 AD 3
 BE3974  PID         -  BE3974
 BE3974  STATE/COUNTY-  FL/WAKULLA
 BE3974  COUNTRY     -  US
 BE3974  USGS QUAD   -  SOPCHOPPY (2018)
 BE3974
 BE3974                         *CURRENT SURVEY CONTROL
 BE3974  ______________________________________________________________________
 BE3974* NAD 83(1986) POSITION- 30 01 34.6    (N) 084 23 12.9    (W)   HD_HELD2
 BE3974* NAVD 88 ORTHO HEIGHT -     0.830 (meters)        2.72  (feet) ADJUSTED
 BE3974  ______________________________________________________________________
 BE3974  GEOID HEIGHT    -        -27.348 (meters)                     GEOID18
 BE3974  DYNAMIC HEIGHT  -          0.829 (meters)        2.72  (feet) COMP
 BE3974  MODELED GRAVITY -    979,330.1   (mgal)                       NAVD 88
 BE3974
 BE3974  VERT ORDER      -  FIRST     CLASS II
 BE3974
 BE3974.The horizontal coordinates were established by autonomous hand held GPS
 BE3974.observations and have an estimated accuracy of +/- 10 meters.
 BE3974
 BE3974.The orthometric height was determined by differential leveling and
 BE3974.adjusted by the NATIONAL GEODETIC SURVEY
 BE3974.in October 2021.
 BE3974
 BE3974.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3974.GEOID18 height accuracy estimate available here.
 BE3974
 BE3974.This Tidal Bench Mark is designated as VM 9796
 BE3974.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BE3974
 BE3974.Click photographs - Photos may exist for this station.
 BE3974
 BE3974.The dynamic height is computed by dividing the NAVD 88
 BE3974.geopotential number by the normal gravity value computed on the
 BE3974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3974.degrees latitude (g = 980.6199 gals.).
 BE3974
 BE3974.The modeled gravity was interpolated from observed gravity values.
 BE3974
 BE3974;                    North         East    Units  Estimated Accuracy
 BE3974;SPC FL N     -   113,765.      610,908.      MT  (+/- 10 meters HH2 GPS)
 BE3974
 BE3974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5200324573(NAD 83)
 BE3974
 BE3974                          SUPERSEDED SURVEY CONTROL
 BE3974
 BE3974  NAVD 88 (09/06/96)    0.828  (m)            2.72   (f) SUPERSEDED  2 1
 BE3974
 BE3974.Superseded values are not recommended for survey control.
 BE3974
 BE3974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3974.See file dsdata.pdf to determine how the superseded data were derived.
 BE3974
 BE3974_MARKER: DJ = TIDAL STATION DISK
 BE3974_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BE3974_STAMPING: 300842 AD-3 1975
 BE3974_MARK LOGO: FLDNR
 BE3974_PROJECTION: RECESSED 30 CENTIMETERS
 BE3974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3974+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2020
 BE3974
 BE3974  HISTORY     - Date     Condition        Report By
 BE3974  HISTORY     - 1975     MONUMENTED       FLDNR
 BE3974  HISTORY     - 1986     GOOD             FLDNR
 BE3974  HISTORY     - 20201008 GOOD             FLDEP
 BE3974
 BE3974                          STATION DESCRIPTION
 BE3974
 BE3974'DESCRIBED BY FL DEPT OF NAT RES 1986
 BE3974'IN PANACEA.
 BE3974'BEGIN AT THE POST OFFICE IN PANACEA, GO 0.65 MILE SOUTH ON U.S.
 BE3974'HIGHWAY 98 TO THE JUNCTION OF ROCKLANDING STREET, GO 0.25 MILE EAST
 BE3974'ON ROCKLANDING STREET TO THE JUNCTION OF CLARK DRIVE, GO 0.3 MILE
 BE3974'NORTH ON CLARK DRIVE TO THE PROPERTY OF JACK RUDLOE AND THE MARK.
 BE3974'THE MARK BEARS 90.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 BE3974'THE RUDLOE HOUSE, 60 FEET NORTH OF THE DOCK, 8.3 FEET WEST OF THE
 BE3974'NORTHWEST CORNER OF OF A CONCRETE FISH HOLDING TANK, AND 119.5 FEET
 BE3974'NORTH OF TIDAL BENCHMARK 300842-AD-1.  THE MARK IS A DISK SET ATOP A
 BE3974'COPPER COASTED STEEL ROD DRIVEN TO REFUSAL AND ENCASED IN A PCV PIPE
 BE3974'FLUSH WITH THE GROUND.
 BE3974
 BE3974                          STATION RECOVERY (2020)
 BE3974
 BE3974'RECOVERY NOTE BY FL DEPT OF ENV PRO 2020 (RPB)
 BE3974'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3975 ***********************************************************************
 BE3975  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3975  DESIGNATION -  300842 AD 4
 BE3975  PID         -  BE3975
 BE3975  STATE/COUNTY-  FL/WAKULLA
 BE3975  COUNTRY     -  US
 BE3975  USGS QUAD   -  SOPCHOPPY (2018)
 BE3975
 BE3975                         *CURRENT SURVEY CONTROL
 BE3975  ______________________________________________________________________
 BE3975* NAD 83(1986) POSITION- 30 01 18.     (N) 084 23 13.     (W)   SCALED
 BE3975* NAVD 88 ORTHO HEIGHT -     2.328 (meters)        7.64  (feet) ADJUSTED
 BE3975  ______________________________________________________________________
 BE3975  GEOID HEIGHT    -        -27.343 (meters)                     GEOID18
 BE3975  DYNAMIC HEIGHT  -          2.325 (meters)        7.63  (feet) COMP
 BE3975  MODELED GRAVITY -    979,329.9   (mgal)                       NAVD 88
 BE3975
 BE3975  VERT ORDER      -  SECOND    CLASS I
 BE3975
 BE3975.The horizontal coordinates were scaled from a map and have
 BE3975.an estimated accuracy of +/- 6 seconds.
 BE3975
 BE3975.The orthometric height was determined by differential leveling and
 BE3975.adjusted by the NATIONAL GEODETIC SURVEY
 BE3975.in September 1996.
 BE3975
 BE3975.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3975.GEOID18 height accuracy estimate available here.
 BE3975
 BE3975.This Tidal Bench Mark is designated as VM 9797
 BE3975.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BE3975
 BE3975.Click photographs - Photos may exist for this station.
 BE3975
 BE3975.The dynamic height is computed by dividing the NAVD 88
 BE3975.geopotential number by the normal gravity value computed on the
 BE3975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3975.degrees latitude (g = 980.6199 gals.).
 BE3975
 BE3975.The modeled gravity was interpolated from observed gravity values.
 BE3975
 BE3975;                    North         East    Units  Estimated Accuracy
 BE3975;SPC FL N     -   113,250.      610,910.      MT  (+/- 180 meters Scaled)
 BE3975
 BE3975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU520240(NAD 83)
 BE3975
 BE3975                          SUPERSEDED SURVEY CONTROL
 BE3975
 BE3975.No superseded survey control is available for this station.
 BE3975
 BE3975_MARKER: DD = SURVEY DISK
 BE3975_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE3975_SP_SET: CULVERT HEADWALL
 BE3975_STAMPING: 300842-AD-4 1975
 BE3975_MARK LOGO: FLDNR
 BE3975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3975+STABILITY: SURFACE MOTION
 BE3975
 BE3975  HISTORY     - Date     Condition        Report By
 BE3975  HISTORY     - 1975     MONUMENTED       FLDNR
 BE3975  HISTORY     - 1986     GOOD             FLDNR
 BE3975
 BE3975                          STATION DESCRIPTION
 BE3975
 BE3975'DESCRIBED BY FL DEPT OF NAT RES 1986
 BE3975'IN PANACEA.
 BE3975'BEGIN AT THE POST OFFICE IN PANCEA, GO 0.65 MILE SOUTH ON U.S.
 BE3975'HIGHWAY 1 TO THE JUNCTION OF ROCKLANDING STREET, GO 0.25 MILE EAST ON
 BE3975'ROCKLANDING STREET TO THE JUNCTION OF CLARK DRIVE AND THE MARK.  THE
 BE3975'MARK BEARS 27.9 FEET NORTH OF THE CENTERLINE OF ROCKLANDING STREET,
 BE3975'24.9 FEET EAST OF THE CENTERLINE OF CLARK DRIVE, AND IS SET IN THE
 BE3975'CENTER OF A CULVERT HEADWALL.  THE MARK IS A FLORIDA DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3976 ***********************************************************************
 BE3976  TIDAL BM    -  This is a Tidal Bench Mark.
 BE3976  DESIGNATION -  300842 AD 5
 BE3976  PID         -  BE3976
 BE3976  STATE/COUNTY-  FL/WAKULLA
 BE3976  COUNTRY     -  US
 BE3976  USGS QUAD   -  SOPCHOPPY (2018)
 BE3976
 BE3976                         *CURRENT SURVEY CONTROL
 BE3976  ______________________________________________________________________
 BE3976* NAD 83(1986) POSITION- 30 01 18.81   (N) 084 23 13.51   (W)   HD_HELD1
 BE3976* NAVD 88 ORTHO HEIGHT -     2.476 (meters)        8.12  (feet) ADJUSTED
 BE3976  ______________________________________________________________________
 BE3976  GEOID HEIGHT    -        -27.343 (meters)                     GEOID18
 BE3976  DYNAMIC HEIGHT  -          2.473 (meters)        8.11  (feet) COMP
 BE3976  MODELED GRAVITY -    979,329.9   (mgal)                       NAVD 88
 BE3976
 BE3976  VERT ORDER      -  FIRST     CLASS II
 BE3976
 BE3976.The horizontal coordinates were determined by differentially corrected
 BE3976.hand held GPS observations or other comparable positioning techniques
 BE3976.and have an estimated accuracy of +/- 3 meters.
 BE3976
 BE3976.The orthometric height was determined by differential leveling and
 BE3976.adjusted by the NATIONAL GEODETIC SURVEY
 BE3976.in September 1996.
 BE3976
 BE3976.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3976.GEOID18 height accuracy estimate available here.
 BE3976
 BE3976.This Tidal Bench Mark is designated as VM 9798
 BE3976.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BE3976
 BE3976.Click photographs - Photos may exist for this station.
 BE3976
 BE3976.The dynamic height is computed by dividing the NAVD 88
 BE3976.geopotential number by the normal gravity value computed on the
 BE3976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3976.degrees latitude (g = 980.6199 gals.).
 BE3976
 BE3976.The modeled gravity was interpolated from observed gravity values.
 BE3976
 BE3976;                    North         East    Units  Estimated Accuracy
 BE3976;SPC FL N     -   113,279.2     610,891.7     MT  (+/- 3 meters HH1 GPS) 
 BE3976
 BE3976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5199824087(NAD 83)
 BE3976
 BE3976                          SUPERSEDED SURVEY CONTROL
 BE3976
 BE3976.No superseded survey control is available for this station.
 BE3976
 BE3976_MARKER: DJ = TIDAL STATION DISK
 BE3976_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE3976_SP_SET: CULVERT HEADWALL
 BE3976_STAMPING: 300842 AD-5 1975
 BE3976_MARK LOGO: FLDNR
 BE3976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3976+STABILITY: SURFACE MOTION
 BE3976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE3976+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2023
 BE3976
 BE3976  HISTORY     - Date     Condition        Report By
 BE3976  HISTORY     - 1975     MONUMENTED       FLDNR
 BE3976  HISTORY     - 1986     GOOD             FLDNR
 BE3976  HISTORY     - 20200629 GOOD             FLDEP
 BE3976  HISTORY     - 20220113 GOOD             USPSQD
 BE3976  HISTORY     - 20230130 GOOD             FLDEP
 BE3976
 BE3976                          STATION DESCRIPTION
 BE3976
 BE3976'DESCRIBED BY FL DEPT OF NAT RES 1986
 BE3976'IN PANACEA.
 BE3976'BEGIN AT THE POST OFFICE IN PANCEA, GO 0.65 MILE SOUTH ON U.S.
 BE3976'HIGHWAY 1 TO THE JUNCTION OF ROCKLANDING STREET, GO 0.25 MILE EAST ON
 BE3976'ROCKLANDING STREET TO THE JUNCTION OF CLARK DRIVE AND THE MARK.  THE
 BE3976'MARK BEARS 28.8 FEET NORTH OF THE CENTERLINE OF ROCKLANDING STREET,
 BE3976'AND 23.9 FEET WEST OF THE CENTERLINE OF CLARK DRIVE.  THE MARK IS A
 BE3976'FLORIDA DISK.
 BE3976
 BE3976                          STATION RECOVERY (2020)
 BE3976
 BE3976'RECOVERY NOTE BY FL DEPT OF ENV PRO 2020 (KLB)
 BE3976'RECOVERED AS DESCRIBED.
 BE3976
 BE3976                          STATION RECOVERY (2022)
 BE3976
 BE3976'RECOVERY NOTE BY US POWER SQUADRON 2022 (DMM)
 BE3976'RECOVERED IN GOOD CONDITION.
 BE3976
 BE3976                          STATION RECOVERY (2023)
 BE3976
 BE3976'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 BE3976'THE MARK IS LOCATED 8.4 FT (2.6 M) SOUTHEAST OF THE SOUTHEAST CORNER
 BE3976'OF A CHAIN LINK FENCE AT THE RESIDENCE AT 250 CLARK DRIVE, 1.0 FT (0.3
 BE3976'M) SOUTHWEST OF THE NORTHEAST CORNER OF A CULVERT HEADWALL AND 0.6 FT
 BE3976'(18 CM) EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0106 ***********************************************************************
 AL0106  DESIGNATION -  301
 AL0106  PID         -  AL0106
 AL0106  STATE/COUNTY-  FL/PINELLAS
 AL0106  COUNTRY     -  US
 AL0106  USGS QUAD   -  ELFERS (2018)
 AL0106
 AL0106                         *CURRENT SURVEY CONTROL
 AL0106  ______________________________________________________________________
 AL0106* NAD 83(1986) POSITION- 28 08 43.     (N) 082 40 29.     (W)   SCALED
 AL0106* NAVD 88 ORTHO HEIGHT -     6.883 (meters)       22.58  (feet) ADJUSTED
 AL0106  ______________________________________________________________________
 AL0106  GEOID HEIGHT    -        -25.183 (meters)                     GEOID18
 AL0106  DYNAMIC HEIGHT  -          6.873 (meters)       22.55  (feet) COMP
 AL0106  MODELED GRAVITY -    979,195.9   (mgal)                       NAVD 88
 AL0106
 AL0106  VERT ORDER      -  FIRST     CLASS II
 AL0106
 AL0106.The horizontal coordinates were scaled from a map and have
 AL0106.an estimated accuracy of +/- 6 seconds.
 AL0106
 AL0106.The orthometric height was determined by differential leveling and
 AL0106.adjusted by the NATIONAL GEODETIC SURVEY
 AL0106.in June 1991.
 AL0106
 AL0106.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0106.GEOID18 height accuracy estimate available here.
 AL0106
 AL0106.Click photographs - Photos may exist for this station.
 AL0106
 AL0106.The dynamic height is computed by dividing the NAVD 88
 AL0106.geopotential number by the normal gravity value computed on the
 AL0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0106.degrees latitude (g = 980.6199 gals.).
 AL0106
 AL0106.The modeled gravity was interpolated from observed gravity values.
 AL0106
 AL0106;                    North         East    Units  Estimated Accuracy
 AL0106;SPC FL W     -   422,490.      133,730.      MT  (+/- 180 meters Scaled)
 AL0106
 AL0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM355144(NAD 83)
 AL0106
 AL0106                          SUPERSEDED SURVEY CONTROL
 AL0106
 AL0106  NGVD 29 (??/??/92)    7.139  (m)           23.42   (f) ADJ UNCH    2 2
 AL0106
 AL0106.Superseded values are not recommended for survey control.
 AL0106
 AL0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0106.See file dsdata.pdf to determine how the superseded data were derived.
 AL0106
 AL0106_MARKER: DD = SURVEY DISK
 AL0106_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0106_SP_SET: HEADWALL
 AL0106_STAMPING: 301
 AL0106_MARK LOGO: FLSRD
 AL0106_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0106+STABILITY: SURFACE MOTION
 AL0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL0106+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005
 AL0106
 AL0106  HISTORY     - Date     Condition        Report By
 AL0106  HISTORY     - UNK      MONUMENTED       FLHD
 AL0106  HISTORY     - 1976     GOOD             NGS
 AL0106  HISTORY     - 1978     GOOD             FL-103
 AL0106  HISTORY     - 1990     GOOD             USPSQD
 AL0106  HISTORY     - 20050306 GOOD             FLDEP
 AL0106
 AL0106                          STATION DESCRIPTION
 AL0106
 AL0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0106'2.75 MI E FROM TARPON SPRINGS.
 AL0106'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0106'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 4.55 MILES.
 AL0106'STATION ON RIGHT, 25.0 FT. SOUTH OF THE CENTERLINE OF KEYSTONE RD.,
 AL0106'112.6 FT. E.N.E. OF A POWER AND LIGHT POLE (NUMBER 2-11322).  SET IN
 AL0106'THE TOP OF A CONCRETE HEADWALL.  SECTION 11, T 27, R 16.
 AL0106
 AL0106                          STATION RECOVERY (1978)
 AL0106
 AL0106'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AL0106'RECOVERED IN GOOD CONDITION.
 AL0106
 AL0106                          STATION RECOVERY (1990)
 AL0106
 AL0106'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0106'RECOVERED IN GOOD CONDITION.
 AL0106
 AL0106                          STATION RECOVERY (2005)
 AL0106
 AL0106'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AL0106'RECOVERED IN GOOD CONDITION.
 AL0106'
 AL0106'NOTE THE MARK IS 1.4 FT EAST OF A CARSONITE WITNESS POST AND THE
 AL0106'MILEAGE EASTWARD FROM  U.S. HIGHWAY 19 IN TARPON SPRINGS IS ACTUALLY
 AL0106'4.4 MI.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0107 ***********************************************************************
 AL0107  DESIGNATION -  302
 AL0107  PID         -  AL0107
 AL0107  STATE/COUNTY-  FL/PINELLAS
 AL0107  COUNTRY     -  US
 AL0107  USGS QUAD   -  ELFERS (2018)
 AL0107
 AL0107                         *CURRENT SURVEY CONTROL
 AL0107  ______________________________________________________________________
 AL0107* NAD 83(1986) POSITION- 28 08 37.     (N) 082 40 05.     (W)   SCALED
 AL0107* NAVD 88 ORTHO HEIGHT -     7.179 (meters)       23.55  (feet) ADJUSTED
 AL0107  ______________________________________________________________________
 AL0107  GEOID HEIGHT    -        -25.184 (meters)                     GEOID18
 AL0107  DYNAMIC HEIGHT  -          7.169 (meters)       23.52  (feet) COMP
 AL0107  MODELED GRAVITY -    979,196.0   (mgal)                       NAVD 88
 AL0107
 AL0107  VERT ORDER      -  FIRST     CLASS II
 AL0107
 AL0107.The horizontal coordinates were scaled from a map and have
 AL0107.an estimated accuracy of +/- 6 seconds.
 AL0107
 AL0107.The orthometric height was determined by differential leveling and
 AL0107.adjusted by the NATIONAL GEODETIC SURVEY
 AL0107.in September 2007.
 AL0107
 AL0107.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0107.GEOID18 height accuracy estimate available here.
 AL0107
 AL0107.Click photographs - Photos may exist for this station.
 AL0107
 AL0107.The dynamic height is computed by dividing the NAVD 88
 AL0107.geopotential number by the normal gravity value computed on the
 AL0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0107.degrees latitude (g = 980.6199 gals.).
 AL0107
 AL0107.The modeled gravity was interpolated from observed gravity values.
 AL0107
 AL0107;                    North         East    Units  Estimated Accuracy
 AL0107;SPC FL W     -   422,300.      134,380.      MT  (+/- 180 meters Scaled)
 AL0107
 AL0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM361142(NAD 83)
 AL0107
 AL0107                          SUPERSEDED SURVEY CONTROL
 AL0107
 AL0107  NAVD 88 (06/15/91)    7.235  (m)           23.74   (f) SUPERSEDED  2 2
 AL0107  NGVD 29 (??/??/92)    7.491  (m)           24.58   (f) ADJ UNCH    2 2
 AL0107
 AL0107.Superseded values are not recommended for survey control.
 AL0107
 AL0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0107.See file dsdata.pdf to determine how the superseded data were derived.
 AL0107
 AL0107_MARKER: DD = SURVEY DISK
 AL0107_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0107_SP_SET: HEADWALL
 AL0107_STAMPING: 302
 AL0107_MARK LOGO: FLSRD
 AL0107_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0107+STABILITY: SURFACE MOTION
 AL0107_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL0107+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2005
 AL0107
 AL0107  HISTORY     - Date     Condition        Report By
 AL0107  HISTORY     - UNK      MONUMENTED       FLHD
 AL0107  HISTORY     - 1976     GOOD             NGS
 AL0107  HISTORY     - 1990     GOOD             USPSQD
 AL0107  HISTORY     - 20050306 GOOD             FLDEP
 AL0107  HISTORY     - 20110511 GOOD             INDIV
 AL0107
 AL0107                          STATION DESCRIPTION
 AL0107
 AL0107'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0107'2.90 MI E FROM TARPON SPRINGS.
 AL0107'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0107'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 4.95 MILES.
 AL0107'STATION ON RIGHT, 29.0 FT. SOUTH OF THE CENTERLINE OF KEYSTONE RD.,
 AL0107'106.0 FT. WEST OF A POWER POLE (NUMBER 13B-798).  SET IN THE TOP OF A
 AL0107'CONCRETE HEADWALL.  SECTION 14, T 27, R 16.
 AL0107
 AL0107                          STATION RECOVERY (1990)
 AL0107
 AL0107'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0107'RECOVERED IN GOOD CONDITION.
 AL0107
 AL0107                          STATION RECOVERY (2005)
 AL0107
 AL0107'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AL0107'RECOVERED IN GOOD CONDITION.
 AL0107'
 AL0107'NOTE THE MARK IS 10.8 FT WEST OF A CARSONITE WITNESS POST AND THE
 AL0107'MILEAGE EASTWARD  FROM U.S. HIGHWAY 19 IN TARPON SPRINGS IS ACTUALLY
 AL0107'4.8 MI.
 AL0107
 AL0107                          STATION RECOVERY (2011)
 AL0107
 AL0107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011
 AL0107'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0108 ***********************************************************************
 AL0108  DESIGNATION -  303
 AL0108  PID         -  AL0108
 AL0108  STATE/COUNTY-  FL/PINELLAS
 AL0108  COUNTRY     -  US
 AL0108  USGS QUAD   -  ELFERS (2018)
 AL0108
 AL0108                         *CURRENT SURVEY CONTROL
 AL0108  ______________________________________________________________________
 AL0108* NAD 83(1986) POSITION- 28 08 37.     (N) 082 39 41.     (W)   SCALED
 AL0108* NAVD 88 ORTHO HEIGHT -     7.906 (meters)       25.94  (feet) ADJUSTED
 AL0108  ______________________________________________________________________
 AL0108  GEOID HEIGHT    -        -25.189 (meters)                     GEOID18
 AL0108  DYNAMIC HEIGHT  -          7.894 (meters)       25.90  (feet) COMP
 AL0108  MODELED GRAVITY -    979,196.2   (mgal)                       NAVD 88
 AL0108
 AL0108  VERT ORDER      -  FIRST     CLASS II
 AL0108
 AL0108.The horizontal coordinates were scaled from a map and have
 AL0108.an estimated accuracy of +/- 6 seconds.
 AL0108
 AL0108.The orthometric height was determined by differential leveling and
 AL0108.adjusted by the NATIONAL GEODETIC SURVEY
 AL0108.in September 2007.
 AL0108
 AL0108.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0108.GEOID18 height accuracy estimate available here.
 AL0108
 AL0108.Click photographs - Photos may exist for this station.
 AL0108
 AL0108.The dynamic height is computed by dividing the NAVD 88
 AL0108.geopotential number by the normal gravity value computed on the
 AL0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0108.degrees latitude (g = 980.6199 gals.).
 AL0108
 AL0108.The modeled gravity was interpolated from observed gravity values.
 AL0108
 AL0108;                    North         East    Units  Estimated Accuracy
 AL0108;SPC FL W     -   422,300.      135,030.      MT  (+/- 180 meters Scaled)
 AL0108
 AL0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM368142(NAD 83)
 AL0108
 AL0108                          SUPERSEDED SURVEY CONTROL
 AL0108
 AL0108  NAVD 88 (06/15/91)    7.909  (m)           25.95   (f) SUPERSEDED  2 2
 AL0108  NGVD 29 (??/??/92)    8.165  (m)           26.79   (f) ADJ UNCH    2 2
 AL0108
 AL0108.Superseded values are not recommended for survey control.
 AL0108
 AL0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0108.See file dsdata.pdf to determine how the superseded data were derived.
 AL0108
 AL0108_MARKER: DD = SURVEY DISK
 AL0108_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0108_SP_SET: HEADWALL
 AL0108_STAMPING: 303
 AL0108_MARK LOGO: FLSRD
 AL0108_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0108+STABILITY: SURFACE MOTION
 AL0108_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL0108+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AL0108
 AL0108  HISTORY     - Date     Condition        Report By
 AL0108  HISTORY     - UNK      MONUMENTED       FLHD
 AL0108  HISTORY     - 1976     GOOD             NGS
 AL0108  HISTORY     - 1990     GOOD             USPSQD
 AL0108  HISTORY     - 20050222 GOOD             FLDEP
 AL0108
 AL0108                          STATION DESCRIPTION
 AL0108
 AL0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0108'3.2 MI E FROM TARPON SPRINGS.
 AL0108'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0108'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 5.3 MILES.
 AL0108'STATION ON RIGHT, 25.5 FT. SOUTH OF THE CENTERLINE OF KEYSTONE RD.,
 AL0108'36.0 FT. N.W. OF A POWER POLE (NUMBER 12A-5193R).  SET IN THE TOP OF A
 AL0108'CONCRETE HEADWALL.  SECTION 13, T 27, R 16.
 AL0108
 AL0108                          STATION RECOVERY (1990)
 AL0108
 AL0108'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0108'RECOVERED IN GOOD CONDITION.
 AL0108
 AL0108                          STATION RECOVERY (2005)
 AL0108
 AL0108'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AL0108'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AL0108'
 AL0108'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 587 (GUNN HIGHWAY)
 AL0108'AND STATE ROAD  582 (TARPON SPRINGS ROAD) ABOUT 10.0 MI EAST OF TARPON
 AL0108'SPRINGS, GO WEST ON STATE ROAD  582 FOR 4.55 MI TO THE
 AL0108'PINELLAS-HILLSBOROUGH COUNTY LINE, CONTINUE WEST ON STATE ROAD  582
 AL0108'FOR 0.75 MI TO THE MARK ON THE LEFT.  THE MARK CAN ALSO BE REACHED
 AL0108'FROM THE  INTERSECTION OF STATE ROAD 582 AND U.S. HIGHWAY 19 IN TARPON
 AL0108'SPRINGS, GO EAST ON STATE  ROAD 582 FOR 4.9 MI TO THE JUNCTION OF OLD
 AL0108'KEYSTONE ROAD ON THE LEFT, CONTINUE EAST ON  STATE ROAD 582 FOR 0.25
 AL0108'MI TO THE MARK ON THE RIGHT.
 AL0108'
 AL0108'NOTE THE MARK IS 0.4 FT NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0109 ***********************************************************************
 AL0109  DESIGNATION -  304
 AL0109  PID         -  AL0109
 AL0109  STATE/COUNTY-  FL/PINELLAS
 AL0109  COUNTRY     -  US
 AL0109  USGS QUAD   -  ELFERS (2018)
 AL0109
 AL0109                         *CURRENT SURVEY CONTROL
 AL0109  ______________________________________________________________________
 AL0109* NAD 83(1986) POSITION- 28 08 43.     (N) 082 39 23.     (W)   SCALED
 AL0109* NAVD 88 ORTHO HEIGHT -     8.458 (meters)       27.75  (feet) ADJUSTED
 AL0109  ______________________________________________________________________
 AL0109  GEOID HEIGHT    -        -25.197 (meters)                     GEOID18
 AL0109  DYNAMIC HEIGHT  -          8.445 (meters)       27.71  (feet) COMP
 AL0109  MODELED GRAVITY -    979,196.4   (mgal)                       NAVD 88
 AL0109
 AL0109  VERT ORDER      -  FIRST     CLASS II
 AL0109
 AL0109.The horizontal coordinates were scaled from a map and have
 AL0109.an estimated accuracy of +/- 6 seconds.
 AL0109
 AL0109.The orthometric height was determined by differential leveling and
 AL0109.adjusted by the NATIONAL GEODETIC SURVEY
 AL0109.in September 2007.
 AL0109
 AL0109.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0109.GEOID18 height accuracy estimate available here.
 AL0109
 AL0109.Click photographs - Photos may exist for this station.
 AL0109
 AL0109.The dynamic height is computed by dividing the NAVD 88
 AL0109.geopotential number by the normal gravity value computed on the
 AL0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0109.degrees latitude (g = 980.6199 gals.).
 AL0109
 AL0109.The modeled gravity was interpolated from observed gravity values.
 AL0109
 AL0109;                    North         East    Units  Estimated Accuracy
 AL0109;SPC FL W     -   422,480.      135,530.      MT  (+/- 180 meters Scaled)
 AL0109
 AL0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM373144(NAD 83)
 AL0109
 AL0109                          SUPERSEDED SURVEY CONTROL
 AL0109
 AL0109  NAVD 88 (06/15/91)    8.472  (m)           27.80   (f) SUPERSEDED  2 2
 AL0109  NGVD 29 (??/??/92)    8.728  (m)           28.64   (f) ADJ UNCH    2 2
 AL0109
 AL0109.Superseded values are not recommended for survey control.
 AL0109
 AL0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0109.See file dsdata.pdf to determine how the superseded data were derived.
 AL0109
 AL0109_MARKER: DD = SURVEY DISK
 AL0109_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0109_SP_SET: HEADWALL
 AL0109_STAMPING: 304
 AL0109_MARK LOGO: FLSRD
 AL0109_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0109+STABILITY: SURFACE MOTION
 AL0109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL0109+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AL0109
 AL0109  HISTORY     - Date     Condition        Report By
 AL0109  HISTORY     - UNK      MONUMENTED       FLHD
 AL0109  HISTORY     - 1976     GOOD             NGS
 AL0109  HISTORY     - 1990     GOOD             USPSQD
 AL0109  HISTORY     - 20050222 GOOD             FLDEP
 AL0109
 AL0109                          STATION DESCRIPTION
 AL0109
 AL0109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0109'3.5 MI E FROM TARPON SPRINGS.
 AL0109'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0109'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 5.65 MILES.
 AL0109'STATION ON RIGHT, 28.5 FT. SOUTH OF THE CENTERLINE OF KEYSTONE ROAD,
 AL0109'252.5 FT. WEST OF A POWER POLE (NUMBER 12A-5198R).  SET IN THE TOP OF
 AL0109'A CONCRETE HEADWALL.  SECTION 12, T 27, R 16.
 AL0109
 AL0109                          STATION RECOVERY (1990)
 AL0109
 AL0109'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0109'RECOVERED IN GOOD CONDITION.
 AL0109
 AL0109                          STATION RECOVERY (2005)
 AL0109
 AL0109'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AL0109'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AL0109'
 AL0109'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 587 (GUNN HIGHWAY)
 AL0109'AND STATE ROAD  582 (TARPON SPRINGS ROAD) ABOUT 10.0 MI EAST OF TARPON
 AL0109'SPRINGS, GO WEST ON STATE ROAD  582 FOR 4.55 MI TO THE
 AL0109'PINELLAS-HILLSBOROUGH COUNTY LINE, CONTINUE WEST ON STATE ROAD  582
 AL0109'FOR 0.4 MI TO THE MARK ON THE LEFT.
 AL0109'
 AL0109'NOTE THE MARK IS 0.4 FT NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0110 ***********************************************************************
 AL0110  DESIGNATION -  305
 AL0110  PID         -  AL0110
 AL0110  STATE/COUNTY-  FL/PINELLAS
 AL0110  COUNTRY     -  US
 AL0110  USGS QUAD   -  ELFERS (2018)
 AL0110
 AL0110                         *CURRENT SURVEY CONTROL
 AL0110  ______________________________________________________________________
 AL0110* NAD 83(1986) POSITION- 28 08 43.     (N) 082 39 09.     (W)   SCALED
 AL0110* NAVD 88 ORTHO HEIGHT -     8.693 (meters)       28.52  (feet) ADJUSTED
 AL0110  ______________________________________________________________________
 AL0110  GEOID HEIGHT    -        -25.199 (meters)                     GEOID18
 AL0110  DYNAMIC HEIGHT  -          8.681 (meters)       28.48  (feet) COMP
 AL0110  MODELED GRAVITY -    979,196.5   (mgal)                       NAVD 88
 AL0110
 AL0110  VERT ORDER      -  FIRST     CLASS II
 AL0110
 AL0110.The horizontal coordinates were scaled from a map and have
 AL0110.an estimated accuracy of +/- 6 seconds.
 AL0110
 AL0110.The orthometric height was determined by differential leveling and
 AL0110.adjusted by the NATIONAL GEODETIC SURVEY
 AL0110.in September 2007.
 AL0110
 AL0110.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0110.GEOID18 height accuracy estimate available here.
 AL0110
 AL0110.Click photographs - Photos may exist for this station.
 AL0110
 AL0110.The dynamic height is computed by dividing the NAVD 88
 AL0110.geopotential number by the normal gravity value computed on the
 AL0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0110.degrees latitude (g = 980.6199 gals.).
 AL0110
 AL0110.The modeled gravity was interpolated from observed gravity values.
 AL0110
 AL0110;                    North         East    Units  Estimated Accuracy
 AL0110;SPC FL W     -   422,480.      135,910.      MT  (+/- 180 meters Scaled)
 AL0110
 AL0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM377143(NAD 83)
 AL0110
 AL0110                          SUPERSEDED SURVEY CONTROL
 AL0110
 AL0110  NAVD 88 (06/15/91)    8.700  (m)           28.54   (f) SUPERSEDED  2 2
 AL0110  NGVD 29 (??/??/92)    8.956  (m)           29.38   (f) ADJ UNCH    2 2
 AL0110
 AL0110.Superseded values are not recommended for survey control.
 AL0110
 AL0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0110.See file dsdata.pdf to determine how the superseded data were derived.
 AL0110
 AL0110_MARKER: DD = SURVEY DISK
 AL0110_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0110_SP_SET: HEADWALL
 AL0110_STAMPING: 305
 AL0110_MARK LOGO: FLSRD
 AL0110_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0110+STABILITY: SURFACE MOTION
 AL0110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL0110+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AL0110
 AL0110  HISTORY     - Date     Condition        Report By
 AL0110  HISTORY     - UNK      MONUMENTED       FLHD
 AL0110  HISTORY     - 1976     GOOD             NGS
 AL0110  HISTORY     - 1978     GOOD             FL-103
 AL0110  HISTORY     - 20050222 GOOD             FLDEP
 AL0110
 AL0110                          STATION DESCRIPTION
 AL0110
 AL0110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0110'3.8 MI E FROM TARPON SPRINGS.
 AL0110'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AL0110'KEYSTONE RD. (SR-582).  RUN EASTERLY ON KEYSTONE RD. FOR 5.85 MILES.
 AL0110'STATION ON RIGHT, 24.0 FT. SOUTH OF THE CENTERLINE OF KEYSTONE RD.,
 AL0110'63.3 W.N.W. OF A POWER POLE (NUMBER 12A-6145-R).  SET IN THE TOP OF A
 AL0110'CONCRETE HEADWALL.  SECTION 12, T 27, R 16.
 AL0110
 AL0110                          STATION RECOVERY (1978)
 AL0110
 AL0110'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AL0110'RECOVERED IN GOOD CONDITION.
 AL0110
 AL0110                          STATION RECOVERY (2005)
 AL0110
 AL0110'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AL0110'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AL0110'
 AL0110'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 587 (GUNN HIGHWAY)
 AL0110'AND STATE ROAD  582 (TARPON SPRINGS ROAD) ABOUT 10.0 MI EAST OF TARPON
 AL0110'SPRINGS, GO WEST ON STATE ROAD  582 FOR 4.55 MI TO THE
 AL0110'PINELLAS-HILLSBOROUGH COUNTY LINE, CONTINUE WEST ON STATE ROAD  582
 AL0110'FOR 0.2 MI TO THE MARK ON THE LEFT.
 AL0110'
 AL0110'NOTE HEADWALL IS LEANING BUT THE DISK IS IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0111 ***********************************************************************
 AL0111  DESIGNATION -  306
 AL0111  PID         -  AL0111
 AL0111  STATE/COUNTY-  FL/PINELLAS
 AL0111  COUNTRY     -  US
 AL0111  USGS QUAD   -  OLDSMAR (2018)
 AL0111
 AL0111                         *CURRENT SURVEY CONTROL
 AL0111  ______________________________________________________________________
 AL0111* NAD 83(1986) POSITION- 28 03 49.     (N) 082 42 35.     (W)   SCALED
 AL0111* NAVD 88 ORTHO HEIGHT -     4.393 (meters)       14.41  (feet) ADJUSTED
 AL0111  ______________________________________________________________________
 AL0111  GEOID HEIGHT    -        -24.964 (meters)                     GEOID18
 AL0111  DYNAMIC HEIGHT  -          4.387 (meters)       14.39  (feet) COMP
 AL0111  MODELED GRAVITY -    979,189.5   (mgal)                       NAVD 88
 AL0111
 AL0111  VERT ORDER      -  SECOND    CLASS II
 AL0111
 AL0111.The horizontal coordinates were scaled from a map and have
 AL0111.an estimated accuracy of +/- 6 seconds.
 AL0111
 AL0111.The orthometric height was determined by differential leveling and
 AL0111.adjusted by the NATIONAL GEODETIC SURVEY
 AL0111.in June 1991.
 AL0111
 AL0111.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0111.GEOID18 height accuracy estimate available here.
 AL0111
 AL0111.Click photographs - Photos may exist for this station.
 AL0111
 AL0111.The dynamic height is computed by dividing the NAVD 88
 AL0111.geopotential number by the normal gravity value computed on the
 AL0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0111.degrees latitude (g = 980.6199 gals.).
 AL0111
 AL0111.The modeled gravity was interpolated from observed gravity values.
 AL0111
 AL0111;                    North         East    Units  Estimated Accuracy
 AL0111;SPC FL W     -   413,460.      130,240.      MT  (+/- 180 meters Scaled)
 AL0111
 AL0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM319054(NAD 83)
 AL0111
 AL0111                          SUPERSEDED SURVEY CONTROL
 AL0111
 AL0111  NGVD 29 (??/??/92)    4.652  (m)           15.26   (f) ADJ UNCH    2 2
 AL0111
 AL0111.Superseded values are not recommended for survey control.
 AL0111
 AL0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0111.See file dsdata.pdf to determine how the superseded data were derived.
 AL0111
 AL0111_MARKER: DD = SURVEY DISK
 AL0111_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL0111_SP_SET: SIDEWALK
 AL0111_STAMPING: 306
 AL0111_MARK LOGO: FLSRD
 AL0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0111
 AL0111  HISTORY     - Date     Condition        Report By
 AL0111  HISTORY     - UNK      MONUMENTED       FLHD
 AL0111  HISTORY     - 1976     GOOD             NGS
 AL0111  HISTORY     - 1990     GOOD             USPSQD
 AL0111
 AL0111                          STATION DESCRIPTION
 AL0111
 AL0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0111'1.5 MI N FROM CLEARWATER.
 AL0111'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-584.
 AL0111'RUN EASTERLY ON SR-584 FOR 2.05 MILES TO MCMULLEN BOOTH RD. (C.R.
 AL0111'77).  TURN RIGHT ON MCMULLEN BOOTH RD. AND RUN SOUTHWESTERLY FOR 0.1
 AL0111'MILE TO N.E. CORNER OF BRIDGE OVER TARPON LAKE CANAL. STATION ON
 AL0111'RIGHT, IN THE N.E. CORNER OF BRIDGE, 1.0 FT. S.W. OF THE N.E. CORNER
 AL0111'OF ABUTMENT.  SET IN THE TOP OF THE CONCRETE SIDEWALK. SECTION 9, T
 AL0111'28, R 16.
 AL0111
 AL0111                          STATION RECOVERY (1990)
 AL0111
 AL0111'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0111'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0112 ***********************************************************************
 AL0112  DESIGNATION -  307
 AL0112  PID         -  AL0112
 AL0112  STATE/COUNTY-  FL/PINELLAS
 AL0112  COUNTRY     -  US
 AL0112  USGS QUAD   -  OLDSMAR (2018)
 AL0112
 AL0112                         *CURRENT SURVEY CONTROL
 AL0112  ______________________________________________________________________
 AL0112* NAD 83(1986) POSITION- 28 03 49.     (N) 082 42 35.     (W)   SCALED
 AL0112* NAVD 88 ORTHO HEIGHT -     4.311 (meters)       14.14  (feet) ADJUSTED
 AL0112  ______________________________________________________________________
 AL0112  GEOID HEIGHT    -        -24.964 (meters)                     GEOID18
 AL0112  DYNAMIC HEIGHT  -          4.305 (meters)       14.12  (feet) COMP
 AL0112  MODELED GRAVITY -    979,189.5   (mgal)                       NAVD 88
 AL0112
 AL0112  VERT ORDER      -  SECOND    CLASS II
 AL0112
 AL0112.The horizontal coordinates were scaled from a map and have
 AL0112.an estimated accuracy of +/- 6 seconds.
 AL0112
 AL0112.The orthometric height was determined by differential leveling and
 AL0112.adjusted by the NATIONAL GEODETIC SURVEY
 AL0112.in June 1991.
 AL0112
 AL0112.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0112.GEOID18 height accuracy estimate available here.
 AL0112
 AL0112.Click photographs - Photos may exist for this station.
 AL0112
 AL0112.The dynamic height is computed by dividing the NAVD 88
 AL0112.geopotential number by the normal gravity value computed on the
 AL0112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0112.degrees latitude (g = 980.6199 gals.).
 AL0112
 AL0112.The modeled gravity was interpolated from observed gravity values.
 AL0112
 AL0112;                    North         East    Units  Estimated Accuracy
 AL0112;SPC FL W     -   413,460.      130,240.      MT  (+/- 180 meters Scaled)
 AL0112
 AL0112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM319054(NAD 83)
 AL0112
 AL0112                          SUPERSEDED SURVEY CONTROL
 AL0112
 AL0112  NGVD 29 (??/??/92)    4.570  (m)           14.99   (f) ADJ UNCH    2 2
 AL0112
 AL0112.Superseded values are not recommended for survey control.
 AL0112
 AL0112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0112.See file dsdata.pdf to determine how the superseded data were derived.
 AL0112
 AL0112_MARKER: DD = SURVEY DISK
 AL0112_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AL0112_SP_SET: SIDEWALK
 AL0112_STAMPING: 307
 AL0112_MARK LOGO: FLSRD
 AL0112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL0112
 AL0112  HISTORY     - Date     Condition        Report By
 AL0112  HISTORY     - UNK      MONUMENTED       FLHD
 AL0112  HISTORY     - 1976     GOOD             NGS
 AL0112  HISTORY     - 1990     GOOD             USPSQD
 AL0112
 AL0112                          STATION DESCRIPTION
 AL0112
 AL0112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0112'1.5 MI N FROM CLEARWATER.
 AL0112'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-584.
 AL0112'RUN EASTERLY ON SR-584 FOR 2.05 MILES TO MCMULLEN BOOTH RD. (C.R.
 AL0112'77).  TURN RIGHT ON MCMULLEN BOOTH RD. AND RUN SOUTHWESTERLY FOR 0.1
 AL0112'MILE TO S.W. CORNER OF BRIDGE OVER TARPON LAKE CANAL. STATION ON LEFT,
 AL0112'1.0 FT. N.E. OF THE S.W. CORNER OF ABUTMENT.  SET IN THE TOP OF THE
 AL0112'CONCRETE SIDEWALK.  SECTION 9, T 28, R 16.
 AL0112
 AL0112                          STATION RECOVERY (1990)
 AL0112
 AL0112'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0252 ***********************************************************************
 AG0252  DESIGNATION -  308
 AG0252  PID         -  AG0252
 AG0252  STATE/COUNTY-  FL/PINELLAS
 AG0252  COUNTRY     -  US
 AG0252  USGS QUAD   -  CLEARWATER (2018)
 AG0252
 AG0252                         *CURRENT SURVEY CONTROL
 AG0252  ______________________________________________________________________
 AG0252* NAD 83(1986) POSITION- 27 55 01.     (N) 082 46 41.     (W)   SCALED
 AG0252* NAVD 88 ORTHO HEIGHT -     3.249 (meters)       10.66  (feet) ADJUSTED
 AG0252  ______________________________________________________________________
 AG0252  GEOID HEIGHT    -        -24.587 (meters)                     GEOID18
 AG0252  DYNAMIC HEIGHT  -          3.244 (meters)       10.64  (feet) COMP
 AG0252  MODELED GRAVITY -    979,186.3   (mgal)                       NAVD 88
 AG0252
 AG0252  VERT ORDER      -  SECOND    CLASS II
 AG0252
 AG0252.The horizontal coordinates were scaled from a map and have
 AG0252.an estimated accuracy of +/- 6 seconds.
 AG0252
 AG0252.The orthometric height was determined by differential leveling and
 AG0252.adjusted by the NATIONAL GEODETIC SURVEY
 AG0252.in June 1991.
 AG0252
 AG0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0252.GEOID18 height accuracy estimate available here.
 AG0252
 AG0252.Click photographs - Photos may exist for this station.
 AG0252
 AG0252.The dynamic height is computed by dividing the NAVD 88
 AG0252.geopotential number by the normal gravity value computed on the
 AG0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0252.degrees latitude (g = 980.6199 gals.).
 AG0252
 AG0252.The modeled gravity was interpolated from observed gravity values.
 AG0252
 AG0252;                    North         East    Units  Estimated Accuracy
 AG0252;SPC FL W     -   397,250.      123,410.      MT  (+/- 180 meters Scaled)
 AG0252
 AG0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL250892(NAD 83)
 AG0252
 AG0252                          SUPERSEDED SURVEY CONTROL
 AG0252
 AG0252  NGVD 29 (??/??/92)    3.512  (m)           11.52   (f) ADJ UNCH    2 2
 AG0252
 AG0252.Superseded values are not recommended for survey control.
 AG0252
 AG0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0252.See file dsdata.pdf to determine how the superseded data were derived.
 AG0252
 AG0252_MARKER: DD = SURVEY DISK
 AG0252_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0252_SP_SET: CULVERT HEADWALL
 AG0252_STAMPING: 308
 AG0252_MARK LOGO: FLHD
 AG0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0252+STABILITY: SURFACE MOTION
 AG0252
 AG0252  HISTORY     - Date     Condition        Report By
 AG0252  HISTORY     - UNK      MONUMENTED       FLHD
 AG0252  HISTORY     - 1976     GOOD             NGS
 AG0252
 AG0252                          STATION DESCRIPTION
 AG0252
 AG0252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0252'IN LARGO.
 AG0252'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0252'(SR-595, MISSOURI AVE.) AND SR-686 (EAST BAY DRIVE).  RUN EASTERLY ON
 AG0252'EAST BAY DR. FOR 0.55 MILES.  STATION ON RIGHT 39.5 FT. SOUTH OF THE
 AG0252'CENTERLINE OF EAST BAY DR., 55.9 FT. E.N.E. OF POWER LIGHT POLE
 AG0252'(NUMBER 2-11604).  SET IN THE TOP OF A CONCRETE HEADWALL.  SECTION 35,
 AG0252'T 29, R 15.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0253 ***********************************************************************
 AG0253  DESIGNATION -  309
 AG0253  PID         -  AG0253
 AG0253  STATE/COUNTY-  FL/PINELLAS
 AG0253  COUNTRY     -  US
 AG0253  USGS QUAD   -  CLEARWATER (2018)
 AG0253
 AG0253                         *CURRENT SURVEY CONTROL
 AG0253  ______________________________________________________________________
 AG0253* NAD 83(1986) POSITION- 27 55 01.     (N) 082 46 35.     (W)   SCALED
 AG0253* NAVD 88 ORTHO HEIGHT -     3.157 (meters)       10.36  (feet) ADJUSTED
 AG0253  ______________________________________________________________________
 AG0253  GEOID HEIGHT    -        -24.589 (meters)                     GEOID18
 AG0253  DYNAMIC HEIGHT  -          3.153 (meters)       10.34  (feet) COMP
 AG0253  MODELED GRAVITY -    979,186.3   (mgal)                       NAVD 88
 AG0253
 AG0253  VERT ORDER      -  SECOND    CLASS II
 AG0253
 AG0253.The horizontal coordinates were scaled from a map and have
 AG0253.an estimated accuracy of +/- 6 seconds.
 AG0253
 AG0253.The orthometric height was determined by differential leveling and
 AG0253.adjusted by the NATIONAL GEODETIC SURVEY
 AG0253.in June 1991.
 AG0253
 AG0253.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0253.GEOID18 height accuracy estimate available here.
 AG0253
 AG0253.Click photographs - Photos may exist for this station.
 AG0253
 AG0253.The dynamic height is computed by dividing the NAVD 88
 AG0253.geopotential number by the normal gravity value computed on the
 AG0253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0253.degrees latitude (g = 980.6199 gals.).
 AG0253
 AG0253.The modeled gravity was interpolated from observed gravity values.
 AG0253
 AG0253;                    North         East    Units  Estimated Accuracy
 AG0253;SPC FL W     -   397,250.      123,580.      MT  (+/- 180 meters Scaled)
 AG0253
 AG0253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL251892(NAD 83)
 AG0253
 AG0253                          SUPERSEDED SURVEY CONTROL
 AG0253
 AG0253  NGVD 29 (??/??/92)    3.420  (m)           11.22   (f) ADJ UNCH    2 2
 AG0253
 AG0253.Superseded values are not recommended for survey control.
 AG0253
 AG0253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0253.See file dsdata.pdf to determine how the superseded data were derived.
 AG0253
 AG0253_MARKER: DD = SURVEY DISK
 AG0253_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0253_SP_SET: CULVERT HEADWALL
 AG0253_STAMPING: 309
 AG0253_MARK LOGO: FLHD
 AG0253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0253+STABILITY: SURFACE MOTION
 AG0253
 AG0253  HISTORY     - Date     Condition        Report By
 AG0253  HISTORY     - UNK      MONUMENTED       FLHD
 AG0253  HISTORY     - 1976     GOOD             NGS
 AG0253
 AG0253                          STATION DESCRIPTION
 AG0253
 AG0253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0253'IN LARGO.
 AG0253'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0253'(SR-595, MISSOURI AVE.) AND SR-686 (EAST BAY DR.).  RUN EASTERLY ON
 AG0253'EAST BAY DR. FOR 0.65 MILE.  STATION ON RIGHT, 37.5 FT. SOUTH OF THE
 AG0253'CENTERLINE OF EAST BAY DR., 112.0 FT. E.N.E. POWER LIGHT POLE (NUMBER
 AG0253'2-11606).  SET IN THE TOP OF A CONCRETE HEADWALL.  SECTION 35, T 29, R
 AG0253'15.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5551 ***********************************************************************
 AK5551  DESIGNATION -  30E
 AK5551  PID         -  AK5551
 AK5551  STATE/COUNTY-  FL/BREVARD
 AK5551  COUNTRY     -  US
 AK5551  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK5551
 AK5551                         *CURRENT SURVEY CONTROL
 AK5551  ______________________________________________________________________
 AK5551* NAD 83(1990) POSITION- 28 26 24.22033(N) 080 34 44.91934(W)   ADJUSTED
 AK5551* NAVD 88 ORTHO HEIGHT -     2.67  (+/-2cm)        8.8   (feet) VERTCON3
 AK5551  ______________________________________________________________________
 AK5551  GEOID HEIGHT    -        -28.248 (meters)                     GEOID18
 AK5551  LAPLACE CORR    -         -0.78  (seconds)                    DEFLEC18
 AK5551  HORZ ORDER      -  SECOND
 AK5551  VERT ORDER      -  THIRD ? (See Below)
 AK5551
 AK5551.The horizontal coordinates were established by classical geodetic methods
 AK5551.and adjusted by the National Geodetic Survey in May 1991.
 AK5551
 AK5551.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5551
 AK5551.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5551.GEOID18 height accuracy estimate available here.
 AK5551
 AK5551.The vertical order pertains to the NGVD 29 superseded value.
 AK5551
 AK5551.Click photographs - Photos may exist for this station.
 AK5551
 AK5551.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK5551
 AK5551. The following values were computed from the NAD 83(1990) position.
 AK5551
 AK5551;                    North         East     Units Scale Factor Converg.
 AK5551;SPC FL E     -   455,047.130   241,224.547   MT  0.99996214   +0 12 01.6
 AK5551;SPC FL E     - 1,492,933.79    791,417.53   sFT  0.99996214   +0 12 01.6
 AK5551;UTM  17      - 3,146,023.851   541,210.481   MT  0.99962096   +0 12 01.6
 AK5551
 AK5551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5551!SPC FL E     -   1.00000402  x   0.99996214  =   0.99996616
 AK5551!UTM  17      -   1.00000402  x   0.99962096  =   0.99962498
 AK5551
 AK5551:                Primary Azimuth Mark                     Grid Az
 AK5551:SPC FL E     -  JET                                      349 37 18.9
 AK5551:UTM  17      -  JET                                      349 37 18.9
 AK5551
 AK5551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4121046023(NAD 83)
 AK5551
 AK5551|---------------------------------------------------------------------|
 AK5551| PID    Reference Object                     Distance      Geod. Az  |
 AK5551|                                                           dddmmss.s |
 AK5551| AK2525 THIRTY                               41.404 METERS 24228     |
 AK5551| AK2505 JET                                 428.219 METERS 3494920.5 |
 AK5551|---------------------------------------------------------------------|
 AK5551
 AK5551                          SUPERSEDED SURVEY CONTROL
 AK5551
 AK5551  NAD 83(1986)-  28 26 24.22664(N)    080 34 44.93262(W) AD(       ) 2
 AK5551  NAD 27      -  28 26 23.21756(N)    080 34 45.74508(W) AD(       ) 2
 AK5551  NGVD 29               3.06   (m)           10.0    (f) LEVELING    3  
 AK5551
 AK5551.Superseded values are not recommended for survey control.
 AK5551
 AK5551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5551.See file dsdata.pdf to determine how the superseded data were derived.
 AK5551
 AK5551_MARKER: DS = TRIANGULATION STATION DISK
 AK5551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5551_STAMPING: 30 E 1963
 AK5551_MARK LOGO: CGS
 AK5551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5551+STABILITY: SURFACE MOTION
 AK5551
 AK5551  HISTORY     - Date     Condition        Report By
 AK5551  HISTORY     - 1963     MONUMENTED       CGS
 AK5551
 AK5551                          STATION DESCRIPTION
 AK5551
 AK5551'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (LSB)
 AK5551'LOCATED ON CAPE CANAVERAL MISSILE BASE AT COMPLEX 30.  IT IS
 AK5551'55 FEET NORTH OF THE NORTH EDGE OF A BLACK-TOP DRIVE THAT SURROUNDS
 AK5551'PAD 30.  A STANDARD TRIANGULATION STATION DISK, SET IN A 12 X 12
 AK5551'INCH CONCRETE POST THAT PROJECTS 4 INCHES AND THE DISK IS
 AK5551'STAMPED 30 E 1963.
 AK5551'
 AK5551'30 E 105 IS 90 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AK5551'BLACK-TOP DRIVE AND A METAL LIGHTPOST.  A SMOOTH BRASS DISK, SET
 AK5551'IN A 12 X 12 INCH CONCRETE POST, FLUSH WITH THE SURFACE, AND THE
 AK5551'DISK IS STAMPED 30 E 105 1963.  A PUNCH HOLE IN THE APPROXIMATE
 AK5551'CENTER OF THE DISK WAS USED FOR THE REFERENCE.
 AK5551'
 AK5551'30 E 285-15 IS 54 FEET NORTH OF THE NORTH EDGE OF THE BLACK-TOP
 AK5551'DRIVE.  A SMOOTH BRASS DISK, SET IN A 12 X 12 INCH CONCRETE POST
 AK5551'ABOUT 8 INCHES BELOW THE SURFACE, AND THE DISK IS STAMPED 30 E
 AK5551'285-15 1963.  A PUNCH HOLE IN THE APPROXIMATE CENTER OF THE DISK
 AK5551'WAS USED FOR THE REFERENCE.
 AK5551'
 AK5551'30 E 285-98 IS 56 FEET EAST OF A METAL LIGHTPOST AND 29 FEET NORTH
 AK5551'OF THE NORTH EDGE OF THE BLACK-TOP DRIVE.  A SMOOTH BRASS DISK,
 AK5551'SET IN A 12 X 12 INCH CONCRETE POST, FLUSH WITH THE SURFACE, AND
 AK5551'THE DISK IS STAMPED 30 E 285-98 1963.  A PUNCH HOLE IN THE
 AK5551'APPROXIMATE CENTER OF THE DISK WAS USED FOR THE REFERENCE.
 AK5551'
 AK5551'TRAVERSE CONNECTIONS WERE MADE AS SHOWN ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1934 ***********************************************************************
 AR1934  DESIGNATION -  31 92 GPS 1
 AR1934  PID         -  AR1934
 AR1934  STATE/COUNTY-  FL/GILCHRIST
 AR1934  COUNTRY     -  US
 AR1934  USGS QUAD   -  FOURMILE LAKE (2018)
 AR1934
 AR1934                         *CURRENT SURVEY CONTROL
 AR1934  ______________________________________________________________________
 AR1934* NAD 83(2011) POSITION- 29 44 27.45082(N) 082 51 33.08525(W)   ADJUSTED
 AR1934* NAD 83(2011) ELLIP HT-    -5.106 (meters)        (06/27/12)   ADJUSTED
 AR1934* NAD 83(2011) EPOCH   -  2010.00
 AR1934* NAVD 88 ORTHO HEIGHT -    22.7   (meters)       74.    (feet) GPS OBS
 AR1934  ______________________________________________________________________
 AR1934  NAVD 88 orthometric height was determined with an earlier geoid model
 AR1934  GEOID HEIGHT    -        -27.833 (meters)                     GEOID18
 AR1934  NAD 83(2011) X  -    688,985.088 (meters)                     COMP
 AR1934  NAD 83(2011) Y  - -5,499,563.361 (meters)                     COMP
 AR1934  NAD 83(2011) Z  -  3,145,471.075 (meters)                     COMP
 AR1934  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 AR1934
 AR1934  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AR1934  Standards:
 AR1934         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AR1934            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AR1934  -------------------------------------------------------------------
 AR1934  NETWORK    0.61   1.22           0.26   0.24   0.62      0.00683132
 AR1934  -------------------------------------------------------------------
 AR1934  Click here for local accuracies and other accuracy information.
 AR1934
 AR1934.The horizontal coordinates were established by GPS observations
 AR1934.and adjusted by the National Geodetic Survey in June 2012.
 AR1934
 AR1934.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AR1934.been affixed to the stable North American tectonic plate. See 
 AR1934.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AR1934
 AR1934.The horizontal coordinates are valid at the epoch date displayed above
 AR1934.which is a decimal equivalence of Year/Month/Day.
 AR1934
 AR1934.The orthometric height was determined by GPS observations and a
 AR1934.high-resolution geoid model.
 AR1934
 AR1934.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1934.GEOID18 height accuracy estimate available here.
 AR1934
 AR1934.Click photographs - Photos may exist for this station.
 AR1934
 AR1934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1934
 AR1934.The Laplace correction was computed from DEFLEC18 derived deflections.
 AR1934
 AR1934.The ellipsoidal height was determined by GPS observations
 AR1934.and is referenced to NAD 83.
 AR1934
 AR1934. The following values were computed from the NAD 83(2011) position.
 AR1934
 AR1934;                    North         East     Units Scale Factor Converg.
 AR1934;SPC FL N     -    83,275.540   758,715.871   MT  0.99997593   +0 49 28.4
 AR1934;SPC FL N     -   273,213.17  2,489,220.32   sFT  0.99997593   +0 49 28.4
 AR1934;UTM  17      - 3,291,529.451   320,205.380   MT  0.99999886   -0 55 21.2
 AR1934
 AR1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1934!SPC FL N     -   1.00000080  x   0.99997593  =   0.99997673
 AR1934!UTM  17      -   1.00000080  x   0.99999886  =   0.99999966
 AR1934
 AR1934:                Primary Azimuth Mark                     Grid Az
 AR1934:SPC FL N     -  31 92 GPS 2                              355 30 52.2
 AR1934:UTM  17      -  31 92 GPS 2                              357 15 41.8
 AR1934
 AR1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN2020591529(NAD 83)
 AR1934
 AR1934|---------------------------------------------------------------------|
 AR1934| PID    Reference Object                     Distance      Geod. Az  |
 AR1934|                                                           dddmmss.s |
 AR1934| AR1935 31 92 GPS 2                         APPROX. 0.7 KM 3562020.6 |
 AR1934|---------------------------------------------------------------------|
 AR1934
 AR1934                          SUPERSEDED SURVEY CONTROL
 AR1934
 AR1934  NAD 83(2007)-  29 44 27.45108(N)    082 51 33.08598(W) AD(2002.00) 0
 AR1934  ELLIP H (02/10/07)   -5.080  (m)                       GP(2002.00)    
 AR1934  NAD 83(1999)-  29 44 27.45121(N)    082 51 33.08583(W) AD(       ) 1
 AR1934  ELLIP H (05/31/01)   -5.102  (m)                       GP(       ) 4 1
 AR1934  NAD 83(1990)-  29 44 27.45014(N)    082 51 33.08597(W) AD(       ) 1
 AR1934  ELLIP H (11/22/93)   -5.036  (m)                       GP(       ) 4 1
 AR1934  NGVD 29 (11/22/93)   23.0    (m)  GEOID93  model used  GPS OBS        
 AR1934
 AR1934.Superseded values are not recommended for survey control.
 AR1934
 AR1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1934.See file dsdata.pdf to determine how the superseded data were derived.
 AR1934
 AR1934_MARKER: DD = SURVEY DISK
 AR1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1934_STAMPING: 31 92 GPS 1
 AR1934_MARK LOGO: NGS
 AR1934_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1934+STABILITY: SURFACE MOTION
 AR1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1934+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 AR1934
 AR1934  HISTORY     - Date     Condition        Report By
 AR1934  HISTORY     - 1992     MONUMENTED       FLDT
 AR1934  HISTORY     - 19960606 GOOD             DCJOHN
 AR1934
 AR1934                          STATION DESCRIPTION
 AR1934
 AR1934'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AR1934'STATION IS LOCATED ABOUT 9.5 MILES (15.3 KM) NORTH NORTHWEST OF
 AR1934'TRENTON AND ABOUT 1 MILE (1.6 KM) SOUTH OF BELL.
 AR1934'FROM THE POST OFFICE AT BELL, GO SOUTH ON U.S. 129 FOR ABOUT 1.05
 AR1934'MILES (1.69 KM) TO A DIRT DRIVE LEADING TO FAITH BAPTIST CHURCH, GO
 AR1934'WEST ALONG THE DIRT DRIVE FOR ABOUT 0.1 MILE (0.2 KM) TO THE STATION.
 AR1934'STATION IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 AR1934'GROUND, 143.0 FEET (43.6 M) (43.6 MT) SOUTH OF A METAL WITNESS POST
 AR1934'AT A FENCE, 100.0 FEET (30.5 M) (30.5 MT) NORTHWEST OF THE SOUTHWEST
 AR1934'CORNER OF THE CONCRETE BLOCK CHURCH BUILDING, 98.4 FEET (30.0 M)
 AR1934'(30.0 MT) SOUTHWEST OF THE NORTHWEST CORNER OF THE NORTHWEST CORNER OF
 AR1934'THE CONCRETE BLOCK CHURCH BUILDING AND 73.0 FEET (22.3 M) (22.3 MT)
 AR1934'SOUTHWEST OF A UTILITY POLE WITH A METAL WITNESS SIGN ATTACHED.
 AR1934
 AR1934                          STATION RECOVERY (1996)
 AR1934
 AR1934'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX)
 AR1934'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1935 ***********************************************************************
 AR1935  DESIGNATION -  31 92 GPS 2
 AR1935  PID         -  AR1935
 AR1935  STATE/COUNTY-  FL/GILCHRIST
 AR1935  COUNTRY     -  US
 AR1935  USGS QUAD   -  FOURMILE LAKE (2018)
 AR1935
 AR1935                         *CURRENT SURVEY CONTROL
 AR1935  ______________________________________________________________________
 AR1935* NAD 83(2011) POSITION- 29 44 51.67997(N) 082 51 34.86177(W)   ADJUSTED
 AR1935* NAD 83(2011) ELLIP HT-    -6.895 (meters)        (06/27/12)   ADJUSTED
 AR1935* NAD 83(2011) EPOCH   -  2010.00
 AR1935* NAVD 88 ORTHO HEIGHT -    20.9   (meters)       69.    (feet) GPS OBS
 AR1935  ______________________________________________________________________
 AR1935  NAVD 88 orthometric height was determined with an earlier geoid model
 AR1935  GEOID HEIGHT    -        -27.829 (meters)                     GEOID18
 AR1935  NAD 83(2011) X  -    688,891.520 (meters)                     COMP
 AR1935  NAD 83(2011) Y  - -5,499,200.490 (meters)                     COMP
 AR1935  NAD 83(2011) Z  -  3,146,117.938 (meters)                     COMP
 AR1935  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 AR1935
 AR1935  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AR1935  Standards:
 AR1935         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AR1935            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AR1935  -------------------------------------------------------------------
 AR1935  NETWORK    0.66   1.27           0.28   0.26   0.65      0.00542581
 AR1935  -------------------------------------------------------------------
 AR1935  Click here for local accuracies and other accuracy information.
 AR1935
 AR1935.The horizontal coordinates were established by GPS observations
 AR1935.and adjusted by the National Geodetic Survey in June 2012.
 AR1935
 AR1935.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AR1935.been affixed to the stable North American tectonic plate. See 
 AR1935.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AR1935
 AR1935.The horizontal coordinates are valid at the epoch date displayed above
 AR1935.which is a decimal equivalence of Year/Month/Day.
 AR1935
 AR1935.The orthometric height was determined by GPS observations and a
 AR1935.high-resolution geoid model.
 AR1935
 AR1935.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1935.GEOID18 height accuracy estimate available here.
 AR1935
 AR1935.Click photographs - Photos may exist for this station.
 AR1935
 AR1935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1935
 AR1935.The Laplace correction was computed from DEFLEC18 derived deflections.
 AR1935
 AR1935.The ellipsoidal height was determined by GPS observations
 AR1935.and is referenced to NAD 83.
 AR1935
 AR1935. The following values were computed from the NAD 83(2011) position.
 AR1935
 AR1935;                    North         East     Units Scale Factor Converg.
 AR1935;SPC FL N     -    84,020.801   758,657.407   MT  0.99997507   +0 49 27.5
 AR1935;SPC FL N     -   275,658.24  2,489,028.51   sFT  0.99997507   +0 49 27.5
 AR1935;UTM  17      - 3,292,276.165   320,169.666   MT  0.99999902   -0 55 22.8
 AR1935
 AR1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1935!SPC FL N     -   1.00000108  x   0.99997507  =   0.99997615
 AR1935!UTM  17      -   1.00000108  x   0.99999902  =   1.00000010
 AR1935
 AR1935:                Primary Azimuth Mark                     Grid Az
 AR1935:SPC FL N     -  31 92 GPS 1                              175 30 52.2
 AR1935:UTM  17      -  31 92 GPS 1                              177 15 42.5
 AR1935
 AR1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN2016992276(NAD 83)
 AR1935
 AR1935|---------------------------------------------------------------------|
 AR1935| PID    Reference Object                     Distance      Geod. Az  |
 AR1935|                                                           dddmmss.s |
 AR1935| AR1934 31 92 GPS 1                         APPROX. 0.7 KM 1762019.7 |
 AR1935|---------------------------------------------------------------------|
 AR1935
 AR1935                          SUPERSEDED SURVEY CONTROL
 AR1935
 AR1935  NAD 83(2007)-  29 44 51.68035(N)    082 51 34.86249(W) AD(2002.00) 0
 AR1935  ELLIP H (02/10/07)   -6.864  (m)                       GP(2002.00)    
 AR1935  NAD 83(1999)-  29 44 51.68037(N)    082 51 34.86233(W) AD(       ) 1
 AR1935  ELLIP H (05/31/01)   -6.891  (m)                       GP(       ) 4 1
 AR1935  NAD 83(1990)-  29 44 51.67935(N)    082 51 34.86250(W) AD(       ) 1
 AR1935  ELLIP H (11/22/93)   -6.820  (m)                       GP(       ) 4 1
 AR1935  NGVD 29 (11/22/93)   21.3    (m)  GEOID93  model used  GPS OBS        
 AR1935
 AR1935.Superseded values are not recommended for survey control.
 AR1935
 AR1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1935.See file dsdata.pdf to determine how the superseded data were derived.
 AR1935
 AR1935_MARKER: DD = SURVEY DISK
 AR1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1935_STAMPING: 31 92 GPS 2
 AR1935_MARK LOGO: NGS
 AR1935_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1935+STABILITY: SURFACE MOTION
 AR1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1935+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1996
 AR1935
 AR1935  HISTORY     - Date     Condition        Report By
 AR1935  HISTORY     - 1992     MONUMENTED       FLDT
 AR1935  HISTORY     - 19960606 GOOD             DCJOHN
 AR1935
 AR1935                          STATION DESCRIPTION
 AR1935
 AR1935'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AR1935'STATION IS LOCATED ABOUT 10 MILES (16.1 KM) NORTH NORTHWEST OF TRENTON
 AR1935'AND 0.5 MILE (0.8 KM) SOUTH OF BELL.
 AR1935'FROM THE POST OFFICE AT BELL, GO SOUTH ALONG U.S. 129 FOR ABOUT 0.45
 AR1935'MILE (0.72 KM) TO THE STATION, ABOUT 0.05 MILE (0.08 KM) SOUTH OF THE
 AR1935'INTERSECTION OF PINE ROAD, JUST SOUTHWEST OF A BANK BUILDING, SET IN
 AR1935'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, 172.0
 AR1935'FEET (52.4 M) (52.4 MT) SOUTH OF THE NORTHEAST CORNER OF A FENCE,
 AR1935'43.4 FEET (13.2 M) (13.2 MT) WEST OF THE CENTER OF U.S. 129 AND 2.6
 AR1935'FEET (0.8 M) (0.8 MT) EAST OF A METAL WITNESS POST AT THE FENCE.
 AR1935
 AR1935                          STATION RECOVERY (1996)
 AR1935
 AR1935'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX)
 AR1935'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1936 ***********************************************************************
 AR1936  DESIGNATION -  31 92 GPS 3
 AR1936  PID         -  AR1936
 AR1936  STATE/COUNTY-  FL/GILCHRIST
 AR1936  COUNTRY     -  US
 AR1936  USGS QUAD   -  BELL (2018)
 AR1936
 AR1936                         *CURRENT SURVEY CONTROL
 AR1936  ______________________________________________________________________
 AR1936* NAD 83(2011) POSITION- 29 49 47.56721(N) 082 52 02.97518(W)   ADJUSTED
 AR1936* NAD 83(2011) ELLIP HT-   -12.440 (meters)        (06/27/12)   ADJUSTED
 AR1936* NAD 83(2011) EPOCH   -  2010.00
 AR1936* NAVD 88 ORTHO HEIGHT -    15.4   (meters)       51.    (feet) GPS OBS
 AR1936  ______________________________________________________________________
 AR1936  NAVD 88 orthometric height was determined with an earlier geoid model
 AR1936  GEOID HEIGHT    -        -27.807 (meters)                     GEOID18
 AR1936  NAD 83(2011) X  -    687,579.387 (meters)                     COMP
 AR1936  NAD 83(2011) Y  - -5,494,798.323 (meters)                     COMP
 AR1936  NAD 83(2011) Z  -  3,154,022.068 (meters)                     COMP
 AR1936  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 AR1936
 AR1936  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AR1936  Standards:
 AR1936         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AR1936            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AR1936  -------------------------------------------------------------------
 AR1936  NETWORK    0.84   1.57           0.35   0.34   0.80     -0.11609443
 AR1936  -------------------------------------------------------------------
 AR1936  Click here for local accuracies and other accuracy information.
 AR1936
 AR1936.The horizontal coordinates were established by GPS observations
 AR1936.and adjusted by the National Geodetic Survey in June 2012.
 AR1936
 AR1936.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AR1936.been affixed to the stable North American tectonic plate. See 
 AR1936.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AR1936
 AR1936.The horizontal coordinates are valid at the epoch date displayed above
 AR1936.which is a decimal equivalence of Year/Month/Day.
 AR1936
 AR1936.The orthometric height was determined by GPS observations and a
 AR1936.high-resolution geoid model.
 AR1936
 AR1936.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1936.GEOID18 height accuracy estimate available here.
 AR1936
 AR1936.Click photographs - Photos may exist for this station.
 AR1936
 AR1936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1936
 AR1936.The Laplace correction was computed from DEFLEC18 derived deflections.
 AR1936
 AR1936.The ellipsoidal height was determined by GPS observations
 AR1936.and is referenced to NAD 83.
 AR1936
 AR1936. The following values were computed from the NAD 83(2011) position.
 AR1936
 AR1936;                    North         East     Units Scale Factor Converg.
 AR1936;SPC FL N     -    93,119.525   757,771.674   MT  0.99996566   +0 49 13.4
 AR1936;SPC FL N     -   305,509.64  2,486,122.57   sFT  0.99996566   +0 49 13.4
 AR1936;UTM  17      - 3,301,397.953   319,561.939   MT  1.00000172   -0 55 45.1
 AR1936
 AR1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1936!SPC FL N     -   1.00000195  x   0.99996566  =   0.99996761
 AR1936!UTM  17      -   1.00000195  x   1.00000172  =   1.00000367
 AR1936
 AR1936:                Primary Azimuth Mark                     Grid Az
 AR1936:SPC FL N     -  31 92 GPS 4                              002 03 10.7
 AR1936:UTM  17      -  31 92 GPS 4                              003 48 09.2
 AR1936
 AR1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP1956101397(NAD 83)
 AR1936
 AR1936|---------------------------------------------------------------------|
 AR1936| PID    Reference Object                     Distance      Geod. Az  |
 AR1936|                                                           dddmmss.s |
 AR1936| AR1937 31 92 GPS 4                         APPROX. 0.5 KM 0025224.1 |
 AR1936|---------------------------------------------------------------------|
 AR1936
 AR1936                          SUPERSEDED SURVEY CONTROL
 AR1936
 AR1936  NAD 83(2007)-  29 49 47.56736(N)    082 52 02.97594(W) AD(2002.00) 0
 AR1936  ELLIP H (02/10/07)  -12.389  (m)                       GP(2002.00)    
 AR1936  NAD 83(1999)-  29 49 47.56753(N)    082 52 02.97586(W) AD(       ) 1
 AR1936  ELLIP H (05/31/01)  -12.418  (m)                       GP(       ) 4 1
 AR1936  NAD 83(1990)-  29 49 47.56633(N)    082 52 02.97634(W) AD(       ) 1
 AR1936  ELLIP H (11/22/93)  -12.342  (m)                       GP(       ) 4 1
 AR1936  NGVD 29 (11/22/93)   15.7    (m)  GEOID93  model used  GPS OBS        
 AR1936
 AR1936.Superseded values are not recommended for survey control.
 AR1936
 AR1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1936.See file dsdata.pdf to determine how the superseded data were derived.
 AR1936
 AR1936_MARKER: DD = SURVEY DISK
 AR1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1936_STAMPING: 31 92 GPS 3
 AR1936_MARK LOGO: FLDT
 AR1936_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1936+STABILITY: SURFACE MOTION
 AR1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1936+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2013
 AR1936
 AR1936  HISTORY     - Date     Condition        Report By
 AR1936  HISTORY     - 1992     MONUMENTED       FLDT
 AR1936  HISTORY     - 19960606 GOOD             DCJOHN
 AR1936  HISTORY     - 20130117 GOOD             GCT
 AR1936
 AR1936                          STATION DESCRIPTION
 AR1936
 AR1936'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AR1936'STATION IS LOCATED ABOUT 15 MILES (24.1 KM) NORTH NORTHWEST OF TRENTON
 AR1936'AND 5.35 MILES (8.61 KM) NORTH OF BELL.
 AR1936'FROM THE POST OFFICE AT BELL, GO NORTH ALONG U.S. 129 FOR ABOUT 5.35
 AR1936'MILES (8.61 KM) TO THE STATION, ABOUT 0.15 MILE (0.24 KM) SOUTH OF A
 AR1936'STONE/GRATED DRIVE TO A HORSE RANCH, SET IN THE TOP OF A ROUND
 AR1936'CONCRETE MONUMENT FLUSH WITH THE GROUND, 104 FEET (31.7 M) (31.7 MT)
 AR1936'NORTH OF A FENCE JUNCTION, 55.0 FEET (16.8 M) (16.8 MT) WEST OF THE
 AR1936'CENTER OF U.S. 129 AND 7.0 FEET (2.1 M) (2.1 MT) EAST OF A METAL
 AR1936'WITNESS POST AT THE FENCE.
 AR1936
 AR1936                          STATION RECOVERY (1996)
 AR1936
 AR1936'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (CX)
 AR1936'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
 AR1936
 AR1936                          STATION RECOVERY (2013)
 AR1936
 AR1936'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2013 (HWW)
 AR1936'FOUND AS DESCRIBED.  OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1937 ***********************************************************************
 AR1937  DESIGNATION -  31 92 GPS 4
 AR1937  PID         -  AR1937
 AR1937  STATE/COUNTY-  FL/GILCHRIST
 AR1937  COUNTRY     -  US
 AR1937  USGS QUAD   -  BELL (2018)
 AR1937
 AR1937                         *CURRENT SURVEY CONTROL
 AR1937  ______________________________________________________________________
 AR1937* NAD 83(2011) POSITION- 29 50 04.38013(N) 082 52 02.00729(W)   ADJUSTED
 AR1937* NAD 83(2011) ELLIP HT-   -12.963 (meters)        (06/27/12)   ADJUSTED
 AR1937* NAD 83(2011) EPOCH   -  2010.00
 AR1937* NAVD 88 ORTHO HEIGHT -    14.9   (meters)       49.    (feet) GPS OBS
 AR1937  ______________________________________________________________________
 AR1937  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AR1937  GEOID HEIGHT    -        -28.370 (meters)                     GEOID93
 AR1937  GEOID HEIGHT    -        -27.810 (meters)                     GEOID18
 AR1937  NAD 83(2011) X  -    687,573.138 (meters)                     COMP
 AR1937  NAD 83(2011) Y  - -5,494,539.106 (meters)                     COMP
 AR1937  NAD 83(2011) Z  -  3,154,470.901 (meters)                     COMP
 AR1937  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 AR1937
 AR1937  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AR1937  Standards:
 AR1937         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AR1937            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AR1937  -------------------------------------------------------------------
 AR1937  NETWORK    0.75   1.47           0.31   0.30   0.75     -0.04231132
 AR1937  -------------------------------------------------------------------
 AR1937  Click here for local accuracies and other accuracy information.
 AR1937
 AR1937.The horizontal coordinates were established by GPS observations
 AR1937.and adjusted by the National Geodetic Survey in June 2012.
 AR1937
 AR1937.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AR1937.been affixed to the stable North American tectonic plate. See 
 AR1937.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AR1937
 AR1937.The horizontal coordinates are valid at the epoch date displayed above
 AR1937.which is a decimal equivalence of Year/Month/Day.
 AR1937
 AR1937.The orthometric height was determined by GPS observations and a
 AR1937.high-resolution geoid model.
 AR1937
 AR1937.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1937.GEOID18 height accuracy estimate available here.
 AR1937
 AR1937.Click photographs - Photos may exist for this station.
 AR1937
 AR1937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1937
 AR1937.The Laplace correction was computed from DEFLEC18 derived deflections.
 AR1937
 AR1937.The ellipsoidal height was determined by GPS observations
 AR1937.and is referenced to NAD 83.
 AR1937
 AR1937. The following values were computed from the NAD 83(2011) position.
 AR1937
 AR1937;                    North         East     Units Scale Factor Converg.
 AR1937;SPC FL N     -    93,637.522   757,790.243   MT  0.99996519   +0 49 13.8
 AR1937;SPC FL N     -   307,209.10  2,486,183.49   sFT  0.99996519   +0 49 13.8
 AR1937;UTM  17      - 3,301,915.160   319,596.316   MT  1.00000156   -0 55 45.1
 AR1937
 AR1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1937!SPC FL N     -   1.00000204  x   0.99996519  =   0.99996723
 AR1937!UTM  17      -   1.00000204  x   1.00000156  =   1.00000360
 AR1937
 AR1937:                Primary Azimuth Mark                     Grid Az
 AR1937:SPC FL N     -  31 92 GPS 3                              182 03 10.8
 AR1937:UTM  17      -  31 92 GPS 3                              183 48 09.7
 AR1937
 AR1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP1959601915(NAD 83)
 AR1937
 AR1937|---------------------------------------------------------------------|
 AR1937| PID    Reference Object                     Distance      Geod. Az  |
 AR1937|                                                           dddmmss.s |
 AR1937| AR1936 31 92 GPS 3                         APPROX. 0.5 KM 1825224.6 |
 AR1937|---------------------------------------------------------------------|
 AR1937
 AR1937                          SUPERSEDED SURVEY CONTROL
 AR1937
 AR1937  NAD 83(2007)-  29 50 04.38015(N)    082 52 02.00801(W) AD(2002.00) 0
 AR1937  ELLIP H (02/10/07)  -12.920  (m)                       GP(2002.00)    
 AR1937  NAD 83(1999)-  29 50 04.38056(N)    082 52 02.00781(W) AD(       ) 1
 AR1937  ELLIP H (05/31/01)  -12.955  (m)                       GP(       ) 4 1
 AR1937  NAD 83(1990)-  29 50 04.37897(N)    082 52 02.00851(W) AD(       ) 1
 AR1937  ELLIP H (01/28/97)  -12.875  (m)                       GP(       ) 3 1
 AR1937  NAD 83(1990)-  29 50 04.37897(N)    082 52 02.00851(W) AD(       ) 1
 AR1937  ELLIP H (11/22/93)  -12.875  (m)                       GP(       ) 4 1
 AR1937  NGVD 29 (11/22/93)   15.2    (m)  GEOID93  model used  GPS OBS        
 AR1937
 AR1937.Superseded values are not recommended for survey control.
 AR1937
 AR1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1937.See file dsdata.pdf to determine how the superseded data were derived.
 AR1937
 AR1937_MARKER: DD = SURVEY DISK
 AR1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1937_STAMPING: 31 92 GPS 4
 AR1937_MARK LOGO: FLDT
 AR1937_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1937+STABILITY: SURFACE MOTION
 AR1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1937+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2008
 AR1937
 AR1937  HISTORY     - Date     Condition        Report By
 AR1937  HISTORY     - 1992     MONUMENTED       FLDT
 AR1937  HISTORY     - 1996     GOOD             DCJOHN
 AR1937  HISTORY     - 20080920 GOOD             INDIV
 AR1937
 AR1937                          STATION DESCRIPTION
 AR1937
 AR1937'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AR1937'STATION IS LOCATE ABOUT 15.5 MILES (24.9 KM) NORTH NORTHWEST OF
 AR1937'TRENTON AND 5.65 MILES (9.09 KM) NORTH OF BELL.
 AR1937'FROM THE POST OFFICE AT BELL, GO NORTH ALONG U.S. 129 FOR ABOUT 5.65
 AR1937'MILES (9.09 KM) TO THE STATION, AT THE SOUTH END OF A CURVE, SET IN
 AR1937'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, 94.0 FEET
 AR1937'(28.7 M) (28.7 MT) SOUTH OF A UTILITY POLE WITH A METAL WITNESS SIGN
 AR1937'ATTACHED, 48.6 FEET (14.8 M) (14.8 MT) EAST OF THE CENTER OF U.S.
 AR1937'129, 15.2 FEET (4.6 M) (4.6 MT)NORTH OF A METAL TELEPHONE BOX NUMBER
 AR1937'4200-429 AND 4.0 FEET (1.2 M) (1.2 MT)WEST OF A METAL WITNESS POST AT
 AR1937'THE FENCE.
 AR1937
 AR1937                          STATION RECOVERY (1996)
 AR1937
 AR1937'RECOVERY NOTE BY DC JOHNSON ASSOC 1996 (DS)
 AR1937'THE STATION WAS RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED.
 AR1937
 AR1937                          STATION RECOVERY (2008)
 AR1937
 AR1937'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (WJC)
 AR1937'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ5234 ***********************************************************************
 DJ5234  DESIGNATION -  31 EEB TT
 DJ5234  PID         -  DJ5234
 DJ5234  STATE/COUNTY-  FL/CHARLOTTE
 DJ5234  COUNTRY     -  US
 DJ5234  USGS QUAD   -  TUCKERS CORNER (2018)
 DJ5234
 DJ5234                         *CURRENT SURVEY CONTROL
 DJ5234  ______________________________________________________________________
 DJ5234* NAD 83(1986) POSITION- 26 51 24.43   (N) 081 45 35.22   (W)   HD_HELD1
 DJ5234* NAVD 88 ORTHO HEIGHT -     9.950 (meters)       32.64  (feet) ADJUSTED
 DJ5234  ______________________________________________________________________
 DJ5234  GEOID HEIGHT    -        -24.367 (meters)                     GEOID18
 DJ5234  DYNAMIC HEIGHT  -          9.935 (meters)       32.60  (feet) COMP
 DJ5234  MODELED GRAVITY -    979,095.3   (mgal)                       NAVD 88
 DJ5234
 DJ5234  VERT ORDER      -  FIRST     CLASS II
 DJ5234
 DJ5234.The horizontal coordinates were determined by differentially corrected
 DJ5234.hand held GPS observations or other comparable positioning techniques
 DJ5234.and have an estimated accuracy of +/- 3 meters.
 DJ5234
 DJ5234.The orthometric height was determined by differential leveling and
 DJ5234.adjusted by the NATIONAL GEODETIC SURVEY
 DJ5234.in May 2008.
 DJ5234
 DJ5234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5234.GEOID18 height accuracy estimate available here.
 DJ5234
 DJ5234.Click photographs - Photos may exist for this station.
 DJ5234
 DJ5234.The dynamic height is computed by dividing the NAVD 88
 DJ5234.geopotential number by the normal gravity value computed on the
 DJ5234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ5234.degrees latitude (g = 980.6199 gals.).
 DJ5234
 DJ5234.The modeled gravity was interpolated from observed gravity values.
 DJ5234
 DJ5234;                    North         East    Units  Estimated Accuracy
 DJ5234;SPC FL W     -   279,559.2     223,871.4     MT  (+/- 3 meters HH1 GPS) 
 DJ5234
 DJ5234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2452170799(NAD 83)
 DJ5234
 DJ5234                          SUPERSEDED SURVEY CONTROL
 DJ5234
 DJ5234.No superseded survey control is available for this station.
 DJ5234
 DJ5234_MARKER: DB = BENCH MARK DISK
 DJ5234_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ5234_STAMPING: 1952 31 EEB TT
 DJ5234_MARK LOGO: USGS
 DJ5234_PROJECTION: PROJECTING 8 CENTIMETERS
 DJ5234_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5234_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ5234+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2003
 DJ5234
 DJ5234  HISTORY     - Date     Condition        Report By
 DJ5234  HISTORY     - 1952     MONUMENTED       USGS
 DJ5234  HISTORY     - 20030321 GOOD             FLDEP
 DJ5234
 DJ5234                          STATION DESCRIPTION
 DJ5234
 DJ5234'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DJ5234'THE MARK IS NEAR TUCKERS CORNER ABOUT 10.65 MI NORTH OF FORT MYERS
 DJ5234'SHORES, IN SECTION  1, TOWNSHIP 42 SOUTH, RANGE 25 EAST.
 DJ5234'
 DJ5234'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 31 AND COUNTY
 DJ5234'ROAD 74 IN  BERMONT, GO SOUTH ON STATE ROAD 31 FOR 6.0 MI TO THE
 DJ5234'INTERSECTION OF A GATED UNPAVED  ROAD ON THE RIGHT AND THE ENTRANCE TO
 DJ5234'BABCOCK RANCH ECO TOURS AND SOD FARMS ON THE  LEFT, CONTINUE SOUTH ON
 DJ5234'STATE ROAD 31 FOR 0.1 MI TO THE MARK ON THE RIGHT, SET IN THE TOP  OF
 DJ5234'A 6-INCH SQUARE CONCRETE MONUMENT PROJECTING 0.3 FT ABOVE THE LEVEL OF
 DJ5234'THE GROUND  AND LEVEL WITH STATE ROAD 31.
 DJ5234'
 DJ5234'LOCATED 43.4 FT WEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 31,
 DJ5234'15.7 FT WEST OF AN  A.T. AND T. BURIED FIBER OPTIC CABLE WARNING POST
 DJ5234'NUMBER B643, 10.5 FT EAST OF A HOG WIRE  FENCE, 1.3 FT EAST OF A
 DJ5234'CARSONITE WITNESS POST AND 0.8 FT EAST OF A WOODEN MARKER POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6638 ***********************************************************************
 DE6638  DESIGNATION -  31 FPV
 DE6638  PID         -  DE6638
 DE6638  STATE/COUNTY-  FL/SUWANNEE
 DE6638  COUNTRY     -  US
 DE6638  USGS QUAD   -  WHITE SPRINGS WEST (2018)
 DE6638
 DE6638                         *CURRENT SURVEY CONTROL
 DE6638  ______________________________________________________________________
 DE6638* NAD 83(1986) POSITION- 30 18 52.     (N) 082 49 16.     (W)   SCALED
 DE6638* NAVD 88 ORTHO HEIGHT -    43.773 (meters)      143.61  (feet) ADJUSTED
 DE6638  ______________________________________________________________________
 DE6638  GEOID HEIGHT    -        -28.149 (meters)                     GEOID18
 DE6638  DYNAMIC HEIGHT  -         43.715 (meters)      143.42  (feet) COMP
 DE6638  MODELED GRAVITY -    979,329.5   (mgal)                       NAVD 88
 DE6638
 DE6638  VERT ORDER      -  SECOND    CLASS I
 DE6638
 DE6638.The horizontal coordinates were scaled from a map and have
 DE6638.an estimated accuracy of +/- 6 seconds.
 DE6638
 DE6638.The orthometric height was determined by differential leveling and
 DE6638.adjusted by the NATIONAL GEODETIC SURVEY
 DE6638.in July 2004.
 DE6638
 DE6638.No vertical observational check was made to the station.
 DE6638
 DE6638.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6638.GEOID18 height accuracy estimate available here.
 DE6638
 DE6638.Click photographs - Photos may exist for this station.
 DE6638
 DE6638.The dynamic height is computed by dividing the NAVD 88
 DE6638.geopotential number by the normal gravity value computed on the
 DE6638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6638.degrees latitude (g = 980.6199 gals.).
 DE6638
 DE6638.The modeled gravity was interpolated from observed gravity values.
 DE6638
 DE6638;                    North         East    Units  Estimated Accuracy
 DE6638;SPC FL N     -   146,890.      761,460.      MT  (+/- 180 meters Scaled)
 DE6638
 DE6638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP248550(NAD 83)
 DE6638
 DE6638                          SUPERSEDED SURVEY CONTROL
 DE6638
 DE6638.No superseded survey control is available for this station.
 DE6638
 DE6638_MARKER: DB = BENCH MARK DISK
 DE6638_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE6638_STAMPING: 31 FPV 1959
 DE6638_MARK LOGO: USGS
 DE6638_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DE6638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6638+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1992
 DE6638
 DE6638  HISTORY     - Date     Condition        Report By
 DE6638  HISTORY     - 1959     MONUMENTED       NONE
 DE6638  HISTORY     - 19920111 GOOD             FLDNR
 DE6638
 DE6638                          STATION DESCRIPTION
 DE6638
 DE6638'DESCRIBED BY FL DEPT OF NAT RES 1992 (VAC)
 DE6638'THE MARK IS ABOUT 11.0 MI (17.7 KM) EAST-NORTHEAST OF LIVE OAK IN
 DE6638'SECTION 16, T 2 S, R 15 E. TO REACH THE MARK FROM THE INTERSECTION OF
 DE6638'STATE HIGHWAY 136 AND INTERSTATE 75, GO WEST ON STATE HIGHWAY 136
 DE6638'(CHANGES TO COUNTY ROAD 137) FOR 0.9 MI (1.4 KM) TO COUNTY ROAD 137
 DE6638'SOUTH AND THE MARK ON THE LEFT. LOCATED 57.0 FT (17.4 M)
 DE6638'WEST-SOUTHWEST OF THE POWER POLE NUMBER 55 1/2 (E6164540), 47.0 FT
 DE6638'(14.3 M) EAST OF THE CENTERLINE OF COUNTY ROAD 137, 38.0 FT (11.6 M)
 DE6638'SOUTH OF THE CENTERLINE OF COUNTY ROAD 136, 1.4 FT (0.4 M)
 DE6638'NORTH-NORTHWEST OF A 8-INCH CORNER FENCE POST AND 1.4 FT (0.4 M)
 DE6638'NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0704 ***********************************************************************
 AQ0704  DESIGNATION -  31 JAS
 AQ0704  PID         -  AQ0704
 AQ0704  STATE/COUNTY-  FL/MARION
 AQ0704  COUNTRY     -  US
 AQ0704  USGS QUAD   -  HALFMOON LAKE (2018)
 AQ0704
 AQ0704                         *CURRENT SURVEY CONTROL
 AQ0704  ______________________________________________________________________
 AQ0704* NAD 83(1986) POSITION- 29 10 38.46   (N) 081 45 21.93   (W)   HD_HELD1
 AQ0704* NAVD 88 ORTHO HEIGHT -    36.119 (meters)      118.50  (feet) ADJUSTED
 AQ0704  ______________________________________________________________________
 AQ0704  GEOID HEIGHT    -        -28.206 (meters)                     GEOID18
 AQ0704  DYNAMIC HEIGHT  -         36.068 (meters)      118.33  (feet) COMP
 AQ0704  MODELED GRAVITY -    979,237.8   (mgal)                       NAVD 88
 AQ0704
 AQ0704  VERT ORDER      -  FIRST     CLASS II
 AQ0704
 AQ0704.The horizontal coordinates were determined by differentially corrected
 AQ0704.hand held GPS observations or other comparable positioning techniques
 AQ0704.and have an estimated accuracy of +/- 3 meters.
 AQ0704
 AQ0704.The orthometric height was determined by differential leveling and
 AQ0704.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0704.in July 2011.
 AQ0704
 AQ0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0704.GEOID18 height accuracy estimate available here.
 AQ0704
 AQ0704.Click photographs - Photos may exist for this station.
 AQ0704
 AQ0704.The dynamic height is computed by dividing the NAVD 88
 AQ0704.geopotential number by the normal gravity value computed on the
 AQ0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0704.degrees latitude (g = 980.6199 gals.).
 AQ0704
 AQ0704.The modeled gravity was interpolated from observed gravity values.
 AQ0704
 AQ0704;                    North         East    Units  Estimated Accuracy
 AQ0704;SPC FL W     -   536,710.5     223,724.1     MT  (+/- 3 meters HH1 GPS) 
 AQ0704
 AQ0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN2648127871(NAD 83)
 AQ0704
 AQ0704                          SUPERSEDED SURVEY CONTROL
 AQ0704
 AQ0704  NAVD 88 (09/10/97)   36.148  (m)          118.60   (f) SUPERSEDED  1 2
 AQ0704  NAVD 88 (06/15/91)   36.115  (m)          118.49   (f) SUPERSEDED  1 2
 AQ0704  NGVD 29 (??/??/92)   36.436  (m)          119.54   (f) ADJ UNCH    1 2
 AQ0704
 AQ0704.Superseded values are not recommended for survey control.
 AQ0704
 AQ0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0704.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0704
 AQ0704_MARKER: DD = SURVEY DISK
 AQ0704_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AQ0704_STAMPING: 31 JAS 1966 120
 AQ0704_MARK LOGO: USGS
 AQ0704_PROJECTION: FLUSH
 AQ0704_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0704+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 AQ0704
 AQ0704  HISTORY     - Date     Condition        Report By
 AQ0704  HISTORY     - 1966     MONUMENTED       USGS
 AQ0704  HISTORY     - 1968     GOOD             CGS
 AQ0704  HISTORY     - 1990     GOOD             USPSQD
 AQ0704  HISTORY     - 19910323 GOOD             USPSQD
 AQ0704  HISTORY     - 19960815 GOOD             FLDEP
 AQ0704  HISTORY     - 20040415 GOOD             FLDEP
 AQ0704  HISTORY     - 20050409 GOOD             USPSQD
 AQ0704  HISTORY     - 20050415 GOOD             FLDEP
 AQ0704
 AQ0704                          STATION DESCRIPTION
 AQ0704
 AQ0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0704'14.8 MI W FROM ASTOR.
 AQ0704'ABOUT 14.85 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0704'OF THE DRAWBRIDGE OVER THE ST JOHNS RIVER AT ASTOR, ABOUT 0.8
 AQ0704'MILE EAST OF THE OCALA NATIONAL FOREST SERVICE LOOKOUT TOWER,
 AQ0704'AT THE JUNCTION OF FOREST SERVICE ROAD NO. 88 LEADING SOUTH, 64
 AQ0704'FEET EAST OF THE CENTER LINE OF THE FOREST SERVICE ROAD, 67 FEET
 AQ0704'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 35 FEET SOUTHEAST OF
 AQ0704'A POWER LINE POLE, 1 FOOT NORTH OF A METAL WITNESS POST, ABOUT
 AQ0704'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 AQ0704'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AQ0704
 AQ0704                          STATION RECOVERY (1990)
 AQ0704
 AQ0704'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0704'RECOVERED IN GOOD CONDITION.
 AQ0704
 AQ0704                          STATION RECOVERY (1991)
 AQ0704
 AQ0704'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0704'RECOVERED IN GOOD CONDITION.
 AQ0704
 AQ0704                          STATION RECOVERY (1996)
 AQ0704
 AQ0704'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AQ0704'THE MARK IS ABOUT 13.7 MI (22.0 KM) WEST OF ASTOR, 8.2 MI (13.2 KM)
 AQ0704'EAST OF LYNNE IN SECTION 24, TOWNSHIP 15 SOUTH, RANGE 25 EAST. TO
 AQ0704'REACH THE MARK FROM THE POST OFFICE (BIG PINE HARDWARE) IN FOREST
 AQ0704'CORNER, GO EAST ON STATE ROAD 40 FOR 8.25 MI (13.28 KM) TO THE MARK ON
 AQ0704'THE RIGHT, SET IN THE TOP OF A PREFABRICATED 5-INCH SQUARE CONCRETE
 AQ0704'POST FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE
 AQ0704'ROAD 40. LOCATED 66.1 FT (20.1 M) SOUTH OF THE APPROXIMATE CENTERLINE
 AQ0704'OF STATE ROAD 40, 63.5 FT (19.4 M) EAST OF THE APPROXIMATE CENTERLINE
 AQ0704'OF A PAVED ROAD NUMBER 588, 29.4 FT (9.0 M) SOUTHEAST OF POWER POLE
 AQ0704'NUMBER G 40-T AND 0.6 FT (18.3 CM) SOUTH OF A METAL WITNESS POST.
 AQ0704
 AQ0704                          STATION RECOVERY (2004)
 AQ0704
 AQ0704'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ0704'RECOVERED IN GOOD CONDITION.
 AQ0704'
 AQ0704'NOTE FOREST SERVICE ROAD HAS BEEN RENUMBERED TO 588.
 AQ0704
 AQ0704                          STATION RECOVERY (2005)
 AQ0704
 AQ0704'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJM)
 AQ0704'RECOVERED IN GOOD CONDITION.
 AQ0704
 AQ0704                          STATION RECOVERY (2005)
 AQ0704
 AQ0704'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AQ0704'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AQ0704'
 AQ0704'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 40 AND COUNTY
 AQ0704'ROAD 314A IN  FOREST CORNERS, GO SOUTHEAST ON STATE ROAD 40 FOR 4.35
 AQ0704'MI TO THE INTERSECTION OF  FOREST ROAD 79 (SOUTHEAST 196TH TERRACE
 AQ0704'ROAD) ON THE LEFT AND FOREST ROAD 579 ON THE  RIGHT, CONTINUE EAST ON
 AQ0704'STATE ROAD 40 FOR 4.1 MI TO THE JUNCTION OF FOREST ROAD 588 ON  THE
 AQ0704'RIGHT AND THE MARK ON THE RIGHT.  THE MARK CAN ALSO BE REACHED FROM
 AQ0704'THE  INTERSECTION OF STATE ROAD 40 AND STATE ROAD 19 ABOUT 6.0 MI WEST
 AQ0704'OF ASTOR, GO WEST ON  STATE ROAD 40 FOR 7.1 MI TO THE JUNCTION OF
 AQ0704'FOREST ROAD 588 ON THE LEFT AND THE MARK ON  THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7680 ***********************************************************************
 AG7680  DESIGNATION -  31.74
 AG7680  PID         -  AG7680
 AG7680  STATE/COUNTY-  FL/MANATEE
 AG7680  COUNTRY     -  US
 AG7680  USGS QUAD   -  PARRISH (2018)
 AG7680
 AG7680                         *CURRENT SURVEY CONTROL
 AG7680  ______________________________________________________________________
 AG7680* NAD 83(1986) POSITION- 27 32 23.0    (N) 082 25 34.0    (W)   HD_HELD2
 AG7680* NAVD 88 ORTHO HEIGHT -     9.387 (meters)       30.80  (feet) ADJUSTED
 AG7680  ______________________________________________________________________
 AG7680  GEOID HEIGHT    -        -24.690 (meters)                     GEOID18
 AG7680  DYNAMIC HEIGHT  -          9.373 (meters)       30.75  (feet) COMP
 AG7680  MODELED GRAVITY -    979,139.0   (mgal)                       NAVD 88
 AG7680
 AG7680  VERT ORDER      -  SECOND    CLASS I
 AG7680
 AG7680.The horizontal coordinates were established by autonomous hand held GPS
 AG7680.observations and have an estimated accuracy of +/- 10 meters.
 AG7680
 AG7680.The orthometric height was determined by differential leveling and
 AG7680.adjusted by the NATIONAL GEODETIC SURVEY
 AG7680.in June 1991.
 AG7680
 AG7680.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7680.GEOID18 height accuracy estimate available here.
 AG7680
 AG7680.Click photographs - Photos may exist for this station.
 AG7680
 AG7680.The dynamic height is computed by dividing the NAVD 88
 AG7680.geopotential number by the normal gravity value computed on the
 AG7680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7680.degrees latitude (g = 980.6199 gals.).
 AG7680
 AG7680.The modeled gravity was interpolated from observed gravity values.
 AG7680
 AG7680;                    North         East    Units  Estimated Accuracy
 AG7680;SPC FL W     -   355,278.      157,912.      MT  (+/- 10 meters HH2 GPS)
 AG7680
 AG7680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5918147027(NAD 83)
 AG7680
 AG7680                          SUPERSEDED SURVEY CONTROL
 AG7680
 AG7680.No superseded survey control is available for this station.
 AG7680
 AG7680_STAMPING: ELEV. 31.74
 AG7680_MARK LOGO: FL-081
 AG7680_PROJECTION: PROJECTING 5 CENTIMETERS
 AG7680
 AG7680  HISTORY     - Date     Condition        Report By
 AG7680  HISTORY     - UNK      MONUMENTED       FL-081
 AG7680  HISTORY     - 1983     GOOD             FLDNR
 AG7680  HISTORY     - 20081106 MARK NOT FOUND   FL-081
 AG7680  HISTORY     - 20140329 MARK NOT FOUND   FLDEP
 AG7680
 AG7680                          STATION DESCRIPTION
 AG7680
 AG7680'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7680'2.45 MI SOUTH FROM PARRISH.
 AG7680'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7680'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7680'1.25 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK BEARS 31.25
 AG7680'FEET EAST OF THE CENTERLINE OF FORT HAMER ROAD, 16.5 FEET NORTH OF THE
 AG7680'CENTER OF A FENCE GATE, ABOUT 247 FEET NORTH OF THE EXTENDED NORTH
 AG7680'EDGE OF A HOUSE (RT 1 BOX 218C), AND IS NEXT TO A BARBED WIRE FENCE.
 AG7680
 AG7680                          STATION RECOVERY (2008)
 AG7680
 AG7680'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7680'MARK NOT FOUND.
 AG7680
 AG7680                          STATION RECOVERY (2014)
 AG7680
 AG7680'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (PBM)
 AG7680'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0177 ***********************************************************************
 AG0177  DESIGNATION -  310
 AG0177  PID         -  AG0177
 AG0177  STATE/COUNTY-  FL/PINELLAS
 AG0177  COUNTRY     -  US
 AG0177  USGS QUAD   -  CLEARWATER (2018)
 AG0177
 AG0177                         *CURRENT SURVEY CONTROL
 AG0177  ______________________________________________________________________
 AG0177* NAD 83(1986) POSITION- 27 55 01.     (N) 082 46 05.     (W)   SCALED
 AG0177* NAVD 88 ORTHO HEIGHT -     3.345 (meters)       10.97  (feet) ADJUSTED
 AG0177  ______________________________________________________________________
 AG0177  GEOID HEIGHT    -        -24.601 (meters)                     GEOID18
 AG0177  DYNAMIC HEIGHT  -          3.340 (meters)       10.96  (feet) COMP
 AG0177  MODELED GRAVITY -    979,186.2   (mgal)                       NAVD 88
 AG0177
 AG0177  VERT ORDER      -  SECOND    CLASS II
 AG0177
 AG0177.The horizontal coordinates were scaled from a map and have
 AG0177.an estimated accuracy of +/- 6 seconds.
 AG0177
 AG0177.The orthometric height was determined by differential leveling and
 AG0177.adjusted by the NATIONAL GEODETIC SURVEY
 AG0177.in June 1991.
 AG0177
 AG0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0177.GEOID18 height accuracy estimate available here.
 AG0177
 AG0177.Click photographs - Photos may exist for this station.
 AG0177
 AG0177.The dynamic height is computed by dividing the NAVD 88
 AG0177.geopotential number by the normal gravity value computed on the
 AG0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0177.degrees latitude (g = 980.6199 gals.).
 AG0177
 AG0177.The modeled gravity was interpolated from observed gravity values.
 AG0177
 AG0177;                    North         East    Units  Estimated Accuracy
 AG0177;SPC FL W     -   397,240.      124,400.      MT  (+/- 180 meters Scaled)
 AG0177
 AG0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL260892(NAD 83)
 AG0177
 AG0177                          SUPERSEDED SURVEY CONTROL
 AG0177
 AG0177  NGVD 29 (??/??/92)    3.608  (m)           11.84   (f) ADJ UNCH    2 2
 AG0177
 AG0177.Superseded values are not recommended for survey control.
 AG0177
 AG0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0177.See file dsdata.pdf to determine how the superseded data were derived.
 AG0177
 AG0177_MARKER: DD = SURVEY DISK
 AG0177_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0177_SP_SET: CULVERT HEADWALL
 AG0177_STAMPING: 310
 AG0177_MARK LOGO: FLHD
 AG0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0177+STABILITY: SURFACE MOTION
 AG0177
 AG0177  HISTORY     - Date     Condition        Report By
 AG0177  HISTORY     - UNK      MONUMENTED       FLHD
 AG0177  HISTORY     - 1976     GOOD             NGS
 AG0177  HISTORY     - 20020430 MARK NOT FOUND   INDIV
 AG0177
 AG0177                          STATION DESCRIPTION
 AG0177
 AG0177'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0177'IN LARGO.
 AG0177'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0177'(SR-595, MISSOURI AVE.) AND SR-686 (EAST BAY DR.).  RUN EASTERLY ON
 AG0177'EAST BAY DR. FOR 1.20 MILES TO 19TH ST. S.E.  STATION ON RIGHT, 48.0
 AG0177'FT. SOUTH OF THE CENTERLINE OF EAST BAY DR., 33.0 FT. WEST OF THE
 AG0177'CENTERLINE OF 19TH ST. S.E.  SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0177'SECTION 35, T 29, R 15.
 AG0177
 AG0177                          STATION RECOVERY (2002)
 AG0177
 AG0177'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (MJM)
 AG0177'STATE ROAD 686 HAS BEEN IMPROVED AND THE HEADWALL IN WHICH THE STATION
 AG0177'EXISTED IS NO MORE
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0168 ***********************************************************************
 AG0168  DESIGNATION -  311
 AG0168  PID         -  AG0168
 AG0168  STATE/COUNTY-  FL/PINELLAS
 AG0168  COUNTRY     -  US
 AG0168  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0168
 AG0168                         *CURRENT SURVEY CONTROL
 AG0168  ______________________________________________________________________
 AG0168* NAD 83(1986) POSITION- 27 55 01.     (N) 082 44 47.     (W)   SCALED
 AG0168* NAVD 88 ORTHO HEIGHT -     4.668 (meters)       15.31  (feet) ADJUSTED
 AG0168  ______________________________________________________________________
 AG0168  GEOID HEIGHT    -        -24.629 (meters)                     GEOID18
 AG0168  DYNAMIC HEIGHT  -          4.661 (meters)       15.29  (feet) COMP
 AG0168  MODELED GRAVITY -    979,185.9   (mgal)                       NAVD 88
 AG0168
 AG0168  VERT ORDER      -  SECOND    CLASS II
 AG0168
 AG0168.The horizontal coordinates were scaled from a map and have
 AG0168.an estimated accuracy of +/- 6 seconds.
 AG0168
 AG0168.The orthometric height was determined by differential leveling and
 AG0168.adjusted by the NATIONAL GEODETIC SURVEY
 AG0168.in June 1991.
 AG0168
 AG0168.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0168.GEOID18 height accuracy estimate available here.
 AG0168
 AG0168.Click photographs - Photos may exist for this station.
 AG0168
 AG0168.The dynamic height is computed by dividing the NAVD 88
 AG0168.geopotential number by the normal gravity value computed on the
 AG0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0168.degrees latitude (g = 980.6199 gals.).
 AG0168
 AG0168.The modeled gravity was interpolated from observed gravity values.
 AG0168
 AG0168;                    North         East    Units  Estimated Accuracy
 AG0168;SPC FL W     -   397,230.      126,530.      MT  (+/- 180 meters Scaled)
 AG0168
 AG0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL281892(NAD 83)
 AG0168
 AG0168                          SUPERSEDED SURVEY CONTROL
 AG0168
 AG0168  NGVD 29 (??/??/92)    4.931  (m)           16.18   (f) ADJ UNCH    2 2
 AG0168
 AG0168.Superseded values are not recommended for survey control.
 AG0168
 AG0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0168.See file dsdata.pdf to determine how the superseded data were derived.
 AG0168
 AG0168_MARKER: DD = SURVEY DISK
 AG0168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0168_SP_SET: CULVERT HEADWALL
 AG0168_STAMPING: 311
 AG0168_MARK LOGO: FLHD
 AG0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0168+STABILITY: SURFACE MOTION
 AG0168
 AG0168  HISTORY     - Date     Condition        Report By
 AG0168  HISTORY     - UNK      MONUMENTED       FLHD
 AG0168  HISTORY     - 1976     GOOD             NGS
 AG0168  HISTORY     - 20000108 MARK NOT FOUND   USPSQD
 AG0168
 AG0168                          STATION DESCRIPTION
 AG0168
 AG0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0168'IN LARGO.
 AG0168'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0168'(SR-595, MISSOURI AVE.) AND SR-686 (EAST BAY DRIVE).  RUN EASTERLY ON
 AG0168'EAST BAY DRIVE FOR 2.7 MILES TO BELCHER RD. (C.R. 27).  STATION ON
 AG0168'RIGHT, IN THE S.W. CORNER, 47.5 FT. SOUTH OF THE CENTERLINE OF EAST
 AG0168'BAY DR., 73.0 FT. WEST OF THE CENTERLINE OF BELCHER RD.  SET IN THE
 AG0168'TOP OF A CONCRETE HEADWALL.  SECTION 36, T 29, R 15.
 AG0168
 AG0168                          STATION RECOVERY (2000)
 AG0168
 AG0168'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0168'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ5814 ***********************************************************************
 DQ5814  DESIGNATION -  3118 RI
 DQ5814  PID         -  DQ5814
 DQ5814  STATE/COUNTY-  FL/WALTON
 DQ5814  COUNTRY     -  US
 DQ5814  USGS QUAD   -  POINT WASHINGTON (2018)
 DQ5814
 DQ5814                         *CURRENT SURVEY CONTROL
 DQ5814  ______________________________________________________________________
 DQ5814* NAD 83(1986) POSITION- 30 21 26.5    (N) 086 04 42.2    (W)   HD_HELD2
 DQ5814* NAVD 88 ORTHO HEIGHT -    12.739 (meters)       41.79  (feet) ADJUSTED
 DQ5814  ______________________________________________________________________
 DQ5814  GEOID HEIGHT    -        -27.602 (meters)                     GEOID18
 DQ5814  DYNAMIC HEIGHT  -         12.723 (meters)       41.74  (feet) COMP
 DQ5814  MODELED GRAVITY -    979,333.1   (mgal)                       NAVD 88
 DQ5814
 DQ5814  VERT ORDER      -  FIRST     CLASS II
 DQ5814
 DQ5814.The horizontal coordinates were established by autonomous hand held GPS
 DQ5814.observations and have an estimated accuracy of +/- 10 meters.
 DQ5814
 DQ5814.The orthometric height was determined by differential leveling and
 DQ5814.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5814.in October 2018.
 DQ5814
 DQ5814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5814.GEOID18 height accuracy estimate available here.
 DQ5814
 DQ5814.Click photographs - Photos may exist for this station.
 DQ5814
 DQ5814.The dynamic height is computed by dividing the NAVD 88
 DQ5814.geopotential number by the normal gravity value computed on the
 DQ5814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5814.degrees latitude (g = 980.6199 gals.).
 DQ5814
 DQ5814.The modeled gravity was interpolated from observed gravity values.
 DQ5814
 DQ5814;                    North         East    Units  Estimated Accuracy
 DQ5814;SPC FL N     -   151,511.      448,268.      MT  (+/- 10 meters HH2 GPS)
 DQ5814
 DQ5814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8856858744(NAD 83)
 DQ5814
 DQ5814                          SUPERSEDED SURVEY CONTROL
 DQ5814
 DQ5814.No superseded survey control is available for this station.
 DQ5814
 DQ5814_MARKER: DD = SURVEY DISK
 DQ5814_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5814_STAMPING: 3118-RI 99 GCT
 DQ5814_MARK LOGO: USACE
 DQ5814_PROJECTION: RECESSED 8 CENTIMETERS
 DQ5814_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5814+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2016
 DQ5814
 DQ5814  HISTORY     - Date     Condition        Report By
 DQ5814  HISTORY     - 1999     MONUMENTED       USACE
 DQ5814  HISTORY     - 20161120 GOOD             FLDEP
 DQ5814
 DQ5814                          STATION DESCRIPTION
 DQ5814
 DQ5814'DESCRIBED BY FL DEPT OF ENV PRO 2016 (MAH)
 DQ5814'THE MARK IS ABOUT 5.5 MI (8.8 KM) EAST-NORTHEAST OF GRAYTON BEACH, 2.4
 DQ5814'MI (3.8 KM) EAST-SOUTHEAST OF POINT WASHINGTON, 2.1 MI (3.3 KM) SOUTH
 DQ5814'OF BUNKER, IN SECTION 32, TOWNSHIP 2 SOUTH, RANGE 18 WEST.
 DQ5814'
 DQ5814'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BACK BEACH
 DQ5814'ROAD-PANAMA CITY BEACH PARKWAY) AND STATE ROAD 79 (ARNOLD ROAD) IN
 DQ5814'PANAMA CITY BEACH, GO NORTH ON STATE ROAD 79 (NORTH ARNOLD ROAD) FOR
 DQ5814'7.6 MI (12.2 KM) TO THE INTERSECTION OF STEELFIELD ROAD, TURN LEFT ON
 DQ5814'STEELFIELD ROAD AND GO WEST FOR 9.7 MI (15.6 KM) TO A FORK IN THE ROAD
 DQ5814'AT THE INTERSECTION POINT OF STEELFIELD ROAD ON THE RIGHT AND BUNKER
 DQ5814'AHEAD, CONTINUE WEST (STRAIGHT) NOW ON BUNKER ROAD FOR 4.35 MI (7.0
 DQ5814'KM) TO A 90-DEGREE CURVE AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 DQ5814'PREFABRICATED 4-INCH SQUARE CONCRETE POST RECESSED 0.3 FT (9 CM) BELOW
 DQ5814'THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF
 DQ5814'BUNKER ROAD.
 DQ5814'
 DQ5814'LOCATED 122.2 FT (37.2 M) SOUTH-SOUTHWEST OF A 3.5 FT (1.1 M) DIAMETER
 DQ5814'PINE TREE, 38.8 FT (11.8 M) WEST-SOUTHWEST OF A WOOD BEAM WITH A NO
 DQ5814'TRESPASSING SIGN ATTACHED, 22.4 FT (6.8 M) WEST-SOUTHWEST OF THE
 DQ5814'APPROXIMATE CENTERLINE OF BUNKER ROAD, 13.1 FT (4.0 M) WEST-SOUTHWEST
 DQ5814'OF THE EDGE OF THE PAVEMENT AND 3.0 FT (0.9 M) EAST OF A CARSONITE
 DQ5814'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0169 ***********************************************************************
 AG0169  DESIGNATION -  312
 AG0169  PID         -  AG0169
 AG0169  STATE/COUNTY-  FL/PINELLAS
 AG0169  COUNTRY     -  US
 AG0169  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0169
 AG0169                         *CURRENT SURVEY CONTROL
 AG0169  ______________________________________________________________________
 AG0169* NAD 83(1986) POSITION- 27 55 01.     (N) 082 44 11.     (W)   SCALED
 AG0169* NAVD 88 ORTHO HEIGHT -     4.907 (meters)       16.10  (feet) ADJUSTED
 AG0169  ______________________________________________________________________
 AG0169  GEOID HEIGHT    -        -24.642 (meters)                     GEOID18
 AG0169  DYNAMIC HEIGHT  -          4.900 (meters)       16.08  (feet) COMP
 AG0169  MODELED GRAVITY -    979,185.7   (mgal)                       NAVD 88
 AG0169
 AG0169  VERT ORDER      -  SECOND    CLASS II
 AG0169
 AG0169.The horizontal coordinates were scaled from a map and have
 AG0169.an estimated accuracy of +/- 6 seconds.
 AG0169
 AG0169.The orthometric height was determined by differential leveling and
 AG0169.adjusted by the NATIONAL GEODETIC SURVEY
 AG0169.in June 1991.
 AG0169
 AG0169.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0169.GEOID18 height accuracy estimate available here.
 AG0169
 AG0169.Click photographs - Photos may exist for this station.
 AG0169
 AG0169.The dynamic height is computed by dividing the NAVD 88
 AG0169.geopotential number by the normal gravity value computed on the
 AG0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0169.degrees latitude (g = 980.6199 gals.).
 AG0169
 AG0169.The modeled gravity was interpolated from observed gravity values.
 AG0169
 AG0169;                    North         East    Units  Estimated Accuracy
 AG0169;SPC FL W     -   397,220.      127,520.      MT  (+/- 180 meters Scaled)
 AG0169
 AG0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL291892(NAD 83)
 AG0169
 AG0169                          SUPERSEDED SURVEY CONTROL
 AG0169
 AG0169  NGVD 29 (??/??/92)    5.170  (m)           16.96   (f) ADJ UNCH    2 2
 AG0169
 AG0169.Superseded values are not recommended for survey control.
 AG0169
 AG0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0169.See file dsdata.pdf to determine how the superseded data were derived.
 AG0169
 AG0169_MARKER: DD = SURVEY DISK
 AG0169_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0169_SP_SET: CULVERT HEADWALL
 AG0169_STAMPING: 312
 AG0169_MARK LOGO: FLHD
 AG0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0169+STABILITY: SURFACE MOTION
 AG0169
 AG0169  HISTORY     - Date     Condition        Report By
 AG0169  HISTORY     - UNK      MONUMENTED       FLHD
 AG0169  HISTORY     - 1976     GOOD             NGS
 AG0169  HISTORY     - 20000108 MARK NOT FOUND   USPSQD
 AG0169
 AG0169                          STATION DESCRIPTION
 AG0169
 AG0169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0169'IN LARGO.
 AG0169'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0169'(SR-595, MISSOURI AVE.) AND SR-686 (EAST BAY DR.).  RUN EASTERLY ON
 AG0169'EAST BAY DR. FOR 3.3 MILE.  STATION ON RIGHT, 44.3 FT. SOUTH OF THE
 AG0169'CENTERLINE OF EAST BAY DR., 59.2 FT. WEST OF BEDFORD CIR. E.  SET IN
 AG0169'THE TOP OF A CONCRETE HEADWALL.  SECTON 31, T 29, R 16.
 AG0169
 AG0169                          STATION RECOVERY (2000)
 AG0169
 AG0169'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0169'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0170 ***********************************************************************
 AG0170  DESIGNATION -  313
 AG0170  PID         -  AG0170
 AG0170  STATE/COUNTY-  FL/PINELLAS
 AG0170  COUNTRY     -  US
 AG0170  USGS QUAD   -  SEMINOLE (2018)
 AG0170
 AG0170                         *CURRENT SURVEY CONTROL
 AG0170  ______________________________________________________________________
 AG0170* NAD 83(1986) POSITION- 27 51 25.     (N) 082 47 41.     (W)   SCALED
 AG0170* NAVD 88 ORTHO HEIGHT -     9.449 (meters)       31.00  (feet) ADJUSTED
 AG0170  ______________________________________________________________________
 AG0170  GEOID HEIGHT    -        -24.446 (meters)                     GEOID18
 AG0170  DYNAMIC HEIGHT  -          9.435 (meters)       30.95  (feet) COMP
 AG0170  MODELED GRAVITY -    979,183.4   (mgal)                       NAVD 88
 AG0170
 AG0170  VERT ORDER      -  SECOND    CLASS II
 AG0170
 AG0170.The horizontal coordinates were scaled from a map and have
 AG0170.an estimated accuracy of +/- 6 seconds.
 AG0170
 AG0170.The orthometric height was determined by differential leveling and
 AG0170.adjusted by the NATIONAL GEODETIC SURVEY
 AG0170.in June 1991.
 AG0170
 AG0170.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0170.GEOID18 height accuracy estimate available here.
 AG0170
 AG0170.Click photographs - Photos may exist for this station.
 AG0170
 AG0170.The dynamic height is computed by dividing the NAVD 88
 AG0170.geopotential number by the normal gravity value computed on the
 AG0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0170.degrees latitude (g = 980.6199 gals.).
 AG0170
 AG0170.The modeled gravity was interpolated from observed gravity values.
 AG0170
 AG0170;                    North         East    Units  Estimated Accuracy
 AG0170;SPC FL W     -   390,610.      121,730.      MT  (+/- 180 meters Scaled)
 AG0170
 AG0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL232826(NAD 83)
 AG0170
 AG0170                          SUPERSEDED SURVEY CONTROL
 AG0170
 AG0170  NGVD 29 (??/??/92)    9.714  (m)           31.87   (f) ADJ UNCH    2 2
 AG0170
 AG0170.Superseded values are not recommended for survey control.
 AG0170
 AG0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0170.See file dsdata.pdf to determine how the superseded data were derived.
 AG0170
 AG0170_MARKER: DD = SURVEY DISK
 AG0170_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0170_SP_SET: CULVERT HEADWALL
 AG0170_STAMPING: 313
 AG0170_MARK LOGO: FLHD
 AG0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0170+STABILITY: SURFACE MOTION
 AG0170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0170+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2016
 AG0170
 AG0170  HISTORY     - Date     Condition        Report By
 AG0170  HISTORY     - UNK      MONUMENTED       FLHD
 AG0170  HISTORY     - 1976     GOOD             NGS
 AG0170  HISTORY     - 20010324 GOOD             USPSQD
 AG0170  HISTORY     - 20160107 GOOD             MCSRVY
 AG0170
 AG0170                          STATION DESCRIPTION
 AG0170
 AG0170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0170'0.25 MI N FROM SEMINOLE.
 AG0170'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT HWY 19 (SR 595,
 AG0170'SEMINOLE BLVD) AND SR S-694 (74 AVE).  RUN NORTH WESTERLY ON SR S-694
 AG0170'FOR 0.6 MILE TO 113 STREET (NEW RIDGE RD).  TURN RIGHT AND RUN
 AG0170'NORTHERLY ON NEW RIDGE RD FOR 1.05 MILE.  STATION ON LEFT, 53.0 FT
 AG0170'WEST OF THE CENTERLINE OF NEW RIDGE RD, 45.0 FT NORTHEAST OF POWER
 AG0170'POLE (NUMBER 110389) SET IN THE TOP OF A CONCRETE HEADWALL.  SECTION
 AG0170'22, T 30, R 15.
 AG0170
 AG0170                          STATION RECOVERY (2001)
 AG0170
 AG0170'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLW)
 AG0170'NEW CONSTRUCTION - 160' S OF CENTERLINE OF POST OFFICE/LIBRARY/SPJC
 AG0170'REC CTR RD.  6' WEST OF GUARD RAIL. 45' N OF EXTENDED LINE OF SEWER
 AG0170'MAN HOLE COVER.
 AG0170
 AG0170                          STATION RECOVERY (2016)
 AG0170
 AG0170'RECOVERY NOTE BY MACSURVEY INC 2016 (CPM)
 AG0170'MARK IS A FLORIDA STATE ROAD DEPARTMENT DISK ON THE WEST SIDE OF 133
 AG0170'ST, AT THE NORTH END OF CONCRETE HEADWALL ON THE EAST SIDE OF A
 AG0170'ROADSIDE DITCH.
 AG0170'160 FT SOUTH OF CENTERLINE OF ST PETERSBURG COLLEGE (SEMINOLE CAMPUS)
 AG0170'REC CENTER ROAD, 65 FT NORTHEAST OF STORM SEWER MANHOLE COVER IN THE
 AG0170'MIDDLE OF ACCESS DRIVE OVER DITCH, 48 FT NORTHEAST OF POWER POLE
 AG0170'(NUMBER 1428622), 5 FT WEST OF GUARDRAIL, 1 FT SOUTH OF NORTH END OF
 AG0170'CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0171 ***********************************************************************
 AG0171  DESIGNATION -  314
 AG0171  PID         -  AG0171
 AG0171  STATE/COUNTY-  FL/PINELLAS
 AG0171  COUNTRY     -  US
 AG0171  USGS QUAD   -  SEMINOLE (2018)
 AG0171
 AG0171                         *CURRENT SURVEY CONTROL
 AG0171  ______________________________________________________________________
 AG0171* NAD 83(1986) POSITION- 27 51 43.     (N) 082 47 41.     (W)   SCALED
 AG0171* NAVD 88 ORTHO HEIGHT -    10.060 (meters)       33.01  (feet) ADJUSTED
 AG0171  ______________________________________________________________________
 AG0171  GEOID HEIGHT    -        -24.455 (meters)                     GEOID18
 AG0171  DYNAMIC HEIGHT  -         10.045 (meters)       32.96  (feet) COMP
 AG0171  MODELED GRAVITY -    979,183.7   (mgal)                       NAVD 88
 AG0171
 AG0171  VERT ORDER      -  SECOND    CLASS II
 AG0171
 AG0171.The horizontal coordinates were scaled from a map and have
 AG0171.an estimated accuracy of +/- 6 seconds.
 AG0171
 AG0171.The orthometric height was determined by differential leveling and
 AG0171.adjusted by the NATIONAL GEODETIC SURVEY
 AG0171.in June 1991.
 AG0171
 AG0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0171.GEOID18 height accuracy estimate available here.
 AG0171
 AG0171.Click photographs - Photos may exist for this station.
 AG0171
 AG0171.The dynamic height is computed by dividing the NAVD 88
 AG0171.geopotential number by the normal gravity value computed on the
 AG0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0171.degrees latitude (g = 980.6199 gals.).
 AG0171
 AG0171.The modeled gravity was interpolated from observed gravity values.
 AG0171
 AG0171;                    North         East    Units  Estimated Accuracy
 AG0171;SPC FL W     -   391,160.      121,730.      MT  (+/- 180 meters Scaled)
 AG0171
 AG0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL232832(NAD 83)
 AG0171
 AG0171                          SUPERSEDED SURVEY CONTROL
 AG0171
 AG0171  NGVD 29 (??/??/92)   10.326  (m)           33.88   (f) ADJ UNCH    2 2
 AG0171
 AG0171.Superseded values are not recommended for survey control.
 AG0171
 AG0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0171.See file dsdata.pdf to determine how the superseded data were derived.
 AG0171
 AG0171_MARKER: DD = SURVEY DISK
 AG0171_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0171_SP_SET: CULVERT HEADWALL
 AG0171_STAMPING: 314
 AG0171_MARK LOGO: FLHD
 AG0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0171+STABILITY: SURFACE MOTION
 AG0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0171+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2001
 AG0171
 AG0171  HISTORY     - Date     Condition        Report By
 AG0171  HISTORY     - UNK      MONUMENTED       FLHD
 AG0171  HISTORY     - 1976     GOOD             NGS
 AG0171  HISTORY     - 20010324 GOOD             USPSQD
 AG0171
 AG0171                          STATION DESCRIPTION
 AG0171
 AG0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0171'0.7 MI N FROM SEMINOLE.
 AG0171'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY 19 (SR
 AG0171'595, SEMINOLE BLVD) AND SR S-694 (74 AVE).  RUN NORTH WESTERLY ON SR
 AG0171'S-694 FOR 0.6 MILE TO 113 ST (NEW RIDGE RD).  TURN RIGHT AND RUN
 AG0171'NORTHERLY ON NEW RIDGE RD FOR 1.45 MILES.  STATION ON RIGHT, 55.9 FT
 AG0171'EAST OF THE CENTERLINE OF NEW RIDGE RD, SET IN THE TOP OF A CONCRETE
 AG0171'HEADWALL.  SECTION 22, T 30, R 15.
 AG0171
 AG0171                          STATION RECOVERY (2001)
 AG0171
 AG0171'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLW)
 AG0171'DISK OK AND STABLE, BUT STAMPING NUMBER HAS BEEN DAMAGED.  DISK IS
 AG0171'APPROX. 100' SOUTH OF SEMINOLE OAKS APTS ON W SIDE OF CULVERT, 7'
 AG0171'SOUTH OF EXTENDED LINE OF BAGGED CONCRETE EAST/WEST CULVERT.  LOCATED
 AG0171'ON SOUTH END OF HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3868 ***********************************************************************
 DQ3868  DESIGNATION -  314
 DQ3868  PID         -  DQ3868
 DQ3868  STATE/COUNTY-  FL/HERNANDO
 DQ3868  COUNTRY     -  US
 DQ3868  USGS QUAD   -  SAINT CATHERINE (2018)
 DQ3868
 DQ3868                         *CURRENT SURVEY CONTROL
 DQ3868  ______________________________________________________________________
 DQ3868* NAD 83(1986) POSITION- 28 34 43.4    (N) 082 13 31.0    (W)   HD_HELD2
 DQ3868* NAVD 88 ORTHO HEIGHT -    17.896 (meters)       58.71  (feet) ADJUSTED
 DQ3868  ______________________________________________________________________
 DQ3868  GEOID HEIGHT    -        -26.814 (meters)                     GEOID18
 DQ3868  DYNAMIC HEIGHT  -         17.871 (meters)       58.63  (feet) COMP
 DQ3868  MODELED GRAVITY -    979,209.6   (mgal)                       NAVD 88
 DQ3868
 DQ3868  VERT ORDER      -  SECOND    CLASS I
 DQ3868
 DQ3868.The horizontal coordinates were established by autonomous hand held GPS
 DQ3868.observations and have an estimated accuracy of +/- 10 meters.
 DQ3868
 DQ3868.The orthometric height was determined by differential leveling and
 DQ3868.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3868.in December 2016.
 DQ3868
 DQ3868.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3868.GEOID18 height accuracy estimate available here.
 DQ3868
 DQ3868.Click photographs - Photos may exist for this station.
 DQ3868
 DQ3868.The dynamic height is computed by dividing the NAVD 88
 DQ3868.geopotential number by the normal gravity value computed on the
 DQ3868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3868.degrees latitude (g = 980.6199 gals.).
 DQ3868
 DQ3868.The modeled gravity was interpolated from observed gravity values.
 DQ3868
 DQ3868;                    North         East    Units  Estimated Accuracy
 DQ3868;SPC FL W     -   470,362.      177,962.      MT  (+/- 10 meters HH2 GPS)
 DQ3868
 DQ3868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8017261926(NAD 83)
 DQ3868
 DQ3868                          SUPERSEDED SURVEY CONTROL
 DQ3868
 DQ3868.No superseded survey control is available for this station.
 DQ3868
 DQ3868_MARKER: DD = SURVEY DISK
 DQ3868_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DQ3868_STAMPING: 314 2893 1990
 DQ3868_MARK LOGO: FLDNR
 DQ3868_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3868_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ3868_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3868+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2015
 DQ3868
 DQ3868  HISTORY     - Date     Condition        Report By
 DQ3868  HISTORY     - 1990     MONUMENTED       FLDNR
 DQ3868  HISTORY     - 20151010 GOOD             FLDEP
 DQ3868
 DQ3868                          STATION DESCRIPTION
 DQ3868
 DQ3868'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3868'THE MARK IS ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHWEST OF WAHOO, 7.6 MI
 DQ3868'(12.2 KM) NORTHEAST OF SPRING LAKE, 5.7 MI (9.2 KM) WEST-SOUTHWEST OF
 DQ3868'SAINT CATHERINE, IN SECTION 17, TOWNSHIP 22 SOUTH, RANGE 21 EAST.
 DQ3868'
 DQ3868'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DQ3868'ROAD 50 (CORTEZ BOULEVARD), ABOUT 10.0 MI (16.1 KM) EAST OF
 DQ3868'BROOKSVILLE, GO EAST ON STATE ROAD 50 (CORTEZ BOULEVARD) FOR 1.0 MI
 DQ3868'(1.6 KM) TO THE INTERSECTION OF KETTERING ROAD ON THE RIGHT AND CROOM
 DQ3868'RITAL ROAD ON THE LEFT.  TURN LEFT ON CROOM RITAL ROAD AND GO EAST AND
 DQ3868'NORTH FOR 4.05 MI (6.52 KM) TO THE MARK ON THE LEFT, A SURVEY DISK SET
 DQ3868'ON THE TOP OF A STEEL PIPE DRIVEN INTO THE GROUND AND RECESSED 0.3 FT
 DQ3868'(9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW
 DQ3868'THE LEVEL OF CROOM RITAL ROAD.
 DQ3868'
 DQ3868'LOCATED 18.0 FT (5.5 M) WEST OF THE APPROXIMATE CENTERLINE OF CROOM
 DQ3868'RITAL ROAD, 12.2 FT (3.7 M) EAST OF A WOODEN POWER POLE AND 0.7 FT (21
 DQ3868'CM) WEST OF AN UPRIGHT STEEL PIPE WITH AN ADHESIVE WITNESS STICKER
 DQ3868'ATTACHED.
 DQ3868'
 DQ3868'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0172 ***********************************************************************
 AG0172  DESIGNATION -  315
 AG0172  PID         -  AG0172
 AG0172  STATE/COUNTY-  FL/PINELLAS
 AG0172  COUNTRY     -  US
 AG0172  USGS QUAD   -  SEMINOLE (2018)
 AG0172
 AG0172                         *CURRENT SURVEY CONTROL
 AG0172  ______________________________________________________________________
 AG0172* NAD 83(1986) POSITION- 27 52 19.     (N) 082 47 41.     (W)   SCALED
 AG0172* NAVD 88 ORTHO HEIGHT -    10.270 (meters)       33.69  (feet) ADJUSTED
 AG0172  ______________________________________________________________________
 AG0172  GEOID HEIGHT    -        -24.475 (meters)                     GEOID18
 AG0172  DYNAMIC HEIGHT  -         10.255 (meters)       33.64  (feet) COMP
 AG0172  MODELED GRAVITY -    979,184.3   (mgal)                       NAVD 88
 AG0172
 AG0172  VERT ORDER      -  SECOND    CLASS II
 AG0172
 AG0172.The horizontal coordinates were scaled from a map and have
 AG0172.an estimated accuracy of +/- 6 seconds.
 AG0172
 AG0172.The orthometric height was determined by differential leveling and
 AG0172.adjusted by the NATIONAL GEODETIC SURVEY
 AG0172.in June 1991.
 AG0172
 AG0172.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0172.GEOID18 height accuracy estimate available here.
 AG0172
 AG0172.Click photographs - Photos may exist for this station.
 AG0172
 AG0172.The dynamic height is computed by dividing the NAVD 88
 AG0172.geopotential number by the normal gravity value computed on the
 AG0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0172.degrees latitude (g = 980.6199 gals.).
 AG0172
 AG0172.The modeled gravity was interpolated from observed gravity values.
 AG0172
 AG0172;                    North         East    Units  Estimated Accuracy
 AG0172;SPC FL W     -   392,270.      121,740.      MT  (+/- 180 meters Scaled)
 AG0172
 AG0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL233843(NAD 83)
 AG0172
 AG0172                          SUPERSEDED SURVEY CONTROL
 AG0172
 AG0172  NGVD 29 (??/??/92)   10.535  (m)           34.56   (f) ADJ UNCH    2 2
 AG0172
 AG0172.Superseded values are not recommended for survey control.
 AG0172
 AG0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0172.See file dsdata.pdf to determine how the superseded data were derived.
 AG0172
 AG0172_MARKER: DD = SURVEY DISK
 AG0172_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0172_SP_SET: CULVERT HEADWALL
 AG0172_STAMPING: 315
 AG0172_MARK LOGO: FLHD
 AG0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0172+STABILITY: SURFACE MOTION
 AG0172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0172+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2001
 AG0172
 AG0172  HISTORY     - Date     Condition        Report By
 AG0172  HISTORY     - UNK      MONUMENTED       FLHD
 AG0172  HISTORY     - 1976     GOOD             NGS
 AG0172  HISTORY     - 20010324 GOOD             USPSQD
 AG0172  HISTORY     - 20080923 GOOD             PINCPW
 AG0172
 AG0172                          STATION DESCRIPTION
 AG0172
 AG0172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0172'1.4 MI N FROM SEMINOLE.
 AG0172'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT HWY 19 (SR 595,
 AG0172'SEMINOLE BLVD) AND SR S-694 (74 AVE).  RUN NORTHWESTERLY ON SR S-694
 AG0172'FOR 0.6 MILE TO 113 ST (NEW RIDGE RD).  TURN RIGHT AND RUN NORTHERLY
 AG0172'ON NEW RIDGE RD FOR 2.15 MILES.  STATION ON LEFT, 58.6 FT WEST OF THE
 AG0172'CENTERLINE OF NEW RIDGE RD.  SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0172'SECTION 16, T 30, R 15.
 AG0172
 AG0172                          STATION RECOVERY (2001)
 AG0172
 AG0172'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLW)
 AG0172'60' SOUTH OF CENTERLINE OF LYDON LANE (ENTRANCE TO CATHOLIC CHURCH).
 AG0172
 AG0172                          STATION RECOVERY (2008)
 AG0172
 AG0172'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0172'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0173 ***********************************************************************
 AG0173  DESIGNATION -  316
 AG0173  PID         -  AG0173
 AG0173  STATE/COUNTY-  FL/PINELLAS
 AG0173  COUNTRY     -  US
 AG0173  USGS QUAD   -  CLEARWATER (2018)
 AG0173
 AG0173                         *CURRENT SURVEY CONTROL
 AG0173  ______________________________________________________________________
 AG0173* NAD 83(1986) POSITION- 27 52 49.     (N) 082 47 41.     (W)   SCALED
 AG0173* NAVD 88 ORTHO HEIGHT -    11.904 (meters)       39.06  (feet) ADJUSTED
 AG0173  ______________________________________________________________________
 AG0173  GEOID HEIGHT    -        -24.492 (meters)                     GEOID18
 AG0173  DYNAMIC HEIGHT  -         11.887 (meters)       39.00  (feet) COMP
 AG0173  MODELED GRAVITY -    979,184.8   (mgal)                       NAVD 88
 AG0173
 AG0173  VERT ORDER      -  SECOND    CLASS II
 AG0173
 AG0173.The horizontal coordinates were scaled from a map and have
 AG0173.an estimated accuracy of +/- 6 seconds.
 AG0173
 AG0173.The orthometric height was determined by differential leveling and
 AG0173.adjusted by the NATIONAL GEODETIC SURVEY
 AG0173.in June 1991.
 AG0173
 AG0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0173.GEOID18 height accuracy estimate available here.
 AG0173
 AG0173.Click photographs - Photos may exist for this station.
 AG0173
 AG0173.The dynamic height is computed by dividing the NAVD 88
 AG0173.geopotential number by the normal gravity value computed on the
 AG0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0173.degrees latitude (g = 980.6199 gals.).
 AG0173
 AG0173.The modeled gravity was interpolated from observed gravity values.
 AG0173
 AG0173;                    North         East    Units  Estimated Accuracy
 AG0173;SPC FL W     -   393,200.      121,750.      MT  (+/- 180 meters Scaled)
 AG0173
 AG0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL233852(NAD 83)
 AG0173
 AG0173                          SUPERSEDED SURVEY CONTROL
 AG0173
 AG0173  NGVD 29 (??/??/92)   12.169  (m)           39.92   (f) ADJ UNCH    2 2
 AG0173
 AG0173.Superseded values are not recommended for survey control.
 AG0173
 AG0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0173.See file dsdata.pdf to determine how the superseded data were derived.
 AG0173
 AG0173_MARKER: DD = SURVEY DISK
 AG0173_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0173_SP_SET: CULVERT HEADWALL
 AG0173_STAMPING: 316
 AG0173_MARK LOGO: FLHD
 AG0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0173+STABILITY: SURFACE MOTION
 AG0173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0173+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2001
 AG0173
 AG0173  HISTORY     - Date     Condition        Report By
 AG0173  HISTORY     - UNK      MONUMENTED       FLHD
 AG0173  HISTORY     - 1976     GOOD             NGS
 AG0173  HISTORY     - 1990     GOOD             USPSQD
 AG0173  HISTORY     - 20010324 GOOD             USPSQD
 AG0173
 AG0173                          STATION DESCRIPTION
 AG0173
 AG0173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0173'0.25 MI S FROM LARGO.
 AG0173'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT HWY 19 (SR 595,
 AG0173'SEMINOLE BLVD) AND SR S-694 (74 AVE).  RUN NORTHWESTERLY ON SR S-694
 AG0173'FOR 0.6 MILE TO 113 ST (NEW RIDGE RD).  TURN RIGHT AND RUN NORTHERLY
 AG0173'ON NEW RIDGE RD FOR 2.75 MILES TO WALSINGHAM RD.  STATION ON LEFT, IN
 AG0173'THE SOUTHWEST CORNER, 65.0 FT WEST OF THE CENTERLINE OF NEW RIDGE RD,
 AG0173'89.5 FT SOUTH OF THE CENTERLINE OF WALSINGHAM RD.  SET IN THE TOP OF A
 AG0173'CONCRETE HEADWALL.  SECTION 16, T 30, R 15.
 AG0173
 AG0173                          STATION RECOVERY (1990)
 AG0173
 AG0173'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG0173'RECOVERED IN GOOD CONDITION.
 AG0173
 AG0173                          STATION RECOVERY (2001)
 AG0173
 AG0173'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLW)
 AG0173'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0174 ***********************************************************************
 AG0174  DESIGNATION -  317
 AG0174  PID         -  AG0174
 AG0174  STATE/COUNTY-  FL/PINELLAS
 AG0174  COUNTRY     -  US
 AG0174  USGS QUAD   -  CLEARWATER (2018)
 AG0174
 AG0174                         *CURRENT SURVEY CONTROL
 AG0174  ______________________________________________________________________
 AG0174* NAD 83(1986) POSITION- 27 52 49.     (N) 082 47 41.     (W)   SCALED
 AG0174* NAVD 88 ORTHO HEIGHT -    11.692 (meters)       38.36  (feet) ADJUSTED
 AG0174  ______________________________________________________________________
 AG0174  GEOID HEIGHT    -        -24.492 (meters)                     GEOID18
 AG0174  DYNAMIC HEIGHT  -         11.675 (meters)       38.30  (feet) COMP
 AG0174  MODELED GRAVITY -    979,184.8   (mgal)                       NAVD 88
 AG0174
 AG0174  VERT ORDER      -  SECOND    CLASS II
 AG0174
 AG0174.The horizontal coordinates were scaled from a map and have
 AG0174.an estimated accuracy of +/- 6 seconds.
 AG0174
 AG0174.The orthometric height was determined by differential leveling and
 AG0174.adjusted by the NATIONAL GEODETIC SURVEY
 AG0174.in June 1991.
 AG0174
 AG0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0174.GEOID18 height accuracy estimate available here.
 AG0174
 AG0174.Click photographs - Photos may exist for this station.
 AG0174
 AG0174.The dynamic height is computed by dividing the NAVD 88
 AG0174.geopotential number by the normal gravity value computed on the
 AG0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0174.degrees latitude (g = 980.6199 gals.).
 AG0174
 AG0174.The modeled gravity was interpolated from observed gravity values.
 AG0174
 AG0174;                    North         East    Units  Estimated Accuracy
 AG0174;SPC FL W     -   393,200.      121,750.      MT  (+/- 180 meters Scaled)
 AG0174
 AG0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL233852(NAD 83)
 AG0174
 AG0174                          SUPERSEDED SURVEY CONTROL
 AG0174
 AG0174  NGVD 29 (??/??/92)   11.956  (m)           39.23   (f) ADJ UNCH    2 2
 AG0174
 AG0174.Superseded values are not recommended for survey control.
 AG0174
 AG0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0174.See file dsdata.pdf to determine how the superseded data were derived.
 AG0174
 AG0174_MARKER: DD = SURVEY DISK
 AG0174_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0174_SP_SET: CULVERT HEADWALL
 AG0174_STAMPING: 317
 AG0174_MARK LOGO: FLHD
 AG0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0174+STABILITY: SURFACE MOTION
 AG0174
 AG0174  HISTORY     - Date     Condition        Report By
 AG0174  HISTORY     - UNK      MONUMENTED       FLHD
 AG0174  HISTORY     - 1976     GOOD             NGS
 AG0174  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG0174
 AG0174                          STATION DESCRIPTION
 AG0174
 AG0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0174'0.25 MI S FROM LARGO.
 AG0174'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT HWY 19 (SR 595,
 AG0174'SEMINOLE BLVD) AND SR S-694 (74 AVE).  RUN NORTHWESTERLY ON SR S-694
 AG0174'FOR 0.6 MILE TO 113 ST (NEW RIDGE RD).  TURN RIGHT AND RUN NORTHERLY
 AG0174'ON NEW RIDGE RD FOR 2.75 MI. TO WALSINGHAM RD.  STATION ON RIGHT, IN
 AG0174'THE NORTHEAST CORNER, 65.0 FT EAST OF THE CENTERLINE OF NEW RIDGE RD,
 AG0174'108.0 FT NORTH OF THE CENTERLINE OF WALSINGHAM RD.  SET IN THE TOP OF
 AG0174'A CONCRETE HEADWALL.  SECTION 10, T 30, R 15.
 AG0174
 AG0174                          STATION RECOVERY (1990)
 AG0174
 AG0174'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG0174'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0175 ***********************************************************************
 AG0175  DESIGNATION -  318
 AG0175  PID         -  AG0175
 AG0175  STATE/COUNTY-  FL/PINELLAS
 AG0175  COUNTRY     -  US
 AG0175  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0175
 AG0175                         *CURRENT SURVEY CONTROL
 AG0175  ______________________________________________________________________
 AG0175* NAD 83(1986) POSITION- 27 46 31.     (N) 082 43 41.     (W)   SCALED
 AG0175* NAVD 88 ORTHO HEIGHT -     5.654 (meters)       18.55  (feet) ADJUSTED
 AG0175  ______________________________________________________________________
 AG0175  GEOID HEIGHT    -        -24.409 (meters)                     GEOID18
 AG0175  DYNAMIC HEIGHT  -          5.645 (meters)       18.52  (feet) COMP
 AG0175  MODELED GRAVITY -    979,176.3   (mgal)                       NAVD 88
 AG0175
 AG0175  VERT ORDER      -  SECOND    CLASS II
 AG0175
 AG0175.The horizontal coordinates were scaled from a map and have
 AG0175.an estimated accuracy of +/- 6 seconds.
 AG0175
 AG0175.The orthometric height was determined by differential leveling and
 AG0175.adjusted by the NATIONAL GEODETIC SURVEY
 AG0175.in June 1991.
 AG0175
 AG0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0175.GEOID18 height accuracy estimate available here.
 AG0175
 AG0175.Click photographs - Photos may exist for this station.
 AG0175
 AG0175.The dynamic height is computed by dividing the NAVD 88
 AG0175.geopotential number by the normal gravity value computed on the
 AG0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0175.degrees latitude (g = 980.6199 gals.).
 AG0175
 AG0175.The modeled gravity was interpolated from observed gravity values.
 AG0175
 AG0175;                    North         East    Units  Estimated Accuracy
 AG0175;SPC FL W     -   381,520.      128,240.      MT  (+/- 180 meters Scaled)
 AG0175
 AG0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297735(NAD 83)
 AG0175
 AG0175                          SUPERSEDED SURVEY CONTROL
 AG0175
 AG0175  NGVD 29 (??/??/92)    5.924  (m)           19.44   (f) ADJ UNCH    2 2
 AG0175
 AG0175.Superseded values are not recommended for survey control.
 AG0175
 AG0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0175.See file dsdata.pdf to determine how the superseded data were derived.
 AG0175
 AG0175_MARKER: DD = SURVEY DISK
 AG0175_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0175_SP_SET: INLET
 AG0175_STAMPING: 318
 AG0175_MARK LOGO: FLHD
 AG0175_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0175
 AG0175  HISTORY     - Date     Condition        Report By
 AG0175  HISTORY     - UNK      MONUMENTED       FLHD
 AG0175  HISTORY     - 1976     GOOD             NGS
 AG0175  HISTORY     - 19980129 GOOD             USPSQD
 AG0175  HISTORY     - 20081015 GOOD             PINCPW
 AG0175
 AG0175                          STATION DESCRIPTION
 AG0175
 AG0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0175'IN ST PETERSBURG.
 AG0175'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A (S.R.
 AG0175'693, 66 ST.) AND S.R. 595 (TYRONE BLVD., U.S. ALT. HWY. 19). RUN
 AG0175'SOUTHERLY ON U.S. ALT. HWY. 19A FOR 1.20 MILES TO 4TH AVE. N. STATION
 AG0175'ON LEFT, IN THE S.E. CORNER, 48.0 FT. EAST OF THE CENTERLINE OF 66
 AG0175'ST., 45.0 FT. SOUTH OF THE CENTERLINE OF 4TH AVE. N.  SET IN THE TOP
 AG0175'OF A CONCRETE INLET.  SECTION 20, T 31, R 16.
 AG0175
 AG0175                          STATION RECOVERY (1998)
 AG0175
 AG0175'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0175'RECOVERED IN GOOD CONDITION.
 AG0175
 AG0175                          STATION RECOVERY (2008)
 AG0175
 AG0175'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (CB)
 AG0175'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0176 ***********************************************************************
 AG0176  DESIGNATION -  319
 AG0176  PID         -  AG0176
 AG0176  STATE/COUNTY-  FL/PINELLAS
 AG0176  COUNTRY     -  US
 AG0176  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0176
 AG0176                         *CURRENT SURVEY CONTROL
 AG0176  ______________________________________________________________________
 AG0176* NAD 83(1986) POSITION- 27 47 01.     (N) 082 43 41.     (W)   SCALED
 AG0176* NAVD 88 ORTHO HEIGHT -     5.809 (meters)       19.06  (feet) ADJUSTED
 AG0176  ______________________________________________________________________
 AG0176  GEOID HEIGHT    -        -24.418 (meters)                     GEOID18
 AG0176  DYNAMIC HEIGHT  -          5.800 (meters)       19.03  (feet) COMP
 AG0176  MODELED GRAVITY -    979,177.0   (mgal)                       NAVD 88
 AG0176
 AG0176  VERT ORDER      -  SECOND    CLASS II
 AG0176
 AG0176.The horizontal coordinates were scaled from a map and have
 AG0176.an estimated accuracy of +/- 6 seconds.
 AG0176
 AG0176.The orthometric height was determined by differential leveling and
 AG0176.adjusted by the NATIONAL GEODETIC SURVEY
 AG0176.in June 1991.
 AG0176
 AG0176.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0176.GEOID18 height accuracy estimate available here.
 AG0176
 AG0176.Click photographs - Photos may exist for this station.
 AG0176
 AG0176.The dynamic height is computed by dividing the NAVD 88
 AG0176.geopotential number by the normal gravity value computed on the
 AG0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0176.degrees latitude (g = 980.6199 gals.).
 AG0176
 AG0176.The modeled gravity was interpolated from observed gravity values.
 AG0176
 AG0176;                    North         East    Units  Estimated Accuracy
 AG0176;SPC FL W     -   382,440.      128,250.      MT  (+/- 180 meters Scaled)
 AG0176
 AG0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297744(NAD 83)
 AG0176
 AG0176                          SUPERSEDED SURVEY CONTROL
 AG0176
 AG0176  NGVD 29 (??/??/92)    6.078  (m)           19.94   (f) ADJ UNCH    2 2
 AG0176
 AG0176.Superseded values are not recommended for survey control.
 AG0176
 AG0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0176.See file dsdata.pdf to determine how the superseded data were derived.
 AG0176
 AG0176_MARKER: DD = SURVEY DISK
 AG0176_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0176_SP_SET: INLET
 AG0176_STAMPING: 319
 AG0176_MARK LOGO: FLHD
 AG0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0176+STABILITY: SURFACE MOTION
 AG0176
 AG0176  HISTORY     - Date     Condition        Report By
 AG0176  HISTORY     - UNK      MONUMENTED       FLHD
 AG0176  HISTORY     - 1976     GOOD             NGS
 AG0176  HISTORY     - 20081015 GOOD             PINCPW
 AG0176
 AG0176                          STATION DESCRIPTION
 AG0176
 AG0176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0176'IN ST PETERSBURG.
 AG0176'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A (S.R.
 AG0176'693, 66 ST.) AND S.R. 595 (TYRONE BLVD., U.S. ALT. HWY. 19). RUN
 AG0176'SOUTHERLY ON U.S. ALT. HWY. 19A FOR 0.60 MILE.  STATION ON LEFT, 44.0
 AG0176'FT. EAST OF THE CENTERLINE OF 66 ST., 385.8 FT. SOUTH OF THE
 AG0176'CENTERLINE OF 13TH AVE. N.  SET IN THE TOP OF A CONCRETE INLET.
 AG0176'SECTION 17, T31S, R16E.
 AG0176
 AG0176                          STATION RECOVERY (2008)
 AG0176
 AG0176'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (PL)
 AG0176'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE8184 ***********************************************************************
 AE8184  SACS        -  This is a Secondary Airport Control Station.
 AE8184  DESIGNATION -  31J A
 AE8184  PID         -  AE8184
 AE8184  STATE/COUNTY-  FL/COLUMBIA
 AE8184  COUNTRY     -  US
 AE8184  USGS QUAD   -  LAKE CITY EAST (2018)
 AE8184
 AE8184                         *CURRENT SURVEY CONTROL
 AE8184  ______________________________________________________________________
 AE8184* NAD 83(2011) POSITION- 30 10 55.42315(N) 082 34 37.08093(W)   ADJUSTED
 AE8184* NAD 83(2011) ELLIP HT-    30.983 (meters)        (06/27/12)   ADJUSTED
 AE8184* NAD 83(2011) EPOCH   -  2010.00
 AE8184* NAVD 88 ORTHO HEIGHT -    59.18  (meters)      194.2   (feet) GPS OBS
 AE8184  ______________________________________________________________________
 AE8184  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8184  GEOID HEIGHT    -        -28.180 (meters)                     GEOID96
 AE8184  GEOID HEIGHT    -        -28.143 (meters)                     GEOID18
 AE8184  NAD 83(2011) X  -    712,915.077 (meters)                     COMP
 AE8184  NAD 83(2011) Y  - -5,471,918.474 (meters)                     COMP
 AE8184  NAD 83(2011) Z  -  3,187,851.630 (meters)                     COMP
 AE8184  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 AE8184
 AE8184  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8184  Standards:
 AE8184         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8184            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8184  -------------------------------------------------------------------
 AE8184  NETWORK    1.41   1.59           0.52   0.62   0.81     -0.13996285
 AE8184  -------------------------------------------------------------------
 AE8184  Click here for local accuracies and other accuracy information.
 AE8184
 AE8184.This mark is at Lake City Airport (31J)
 AE8184
 AE8184.The horizontal coordinates were established by GPS observations
 AE8184.and adjusted by the National Geodetic Survey in June 2012.
 AE8184
 AE8184.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8184.been affixed to the stable North American tectonic plate. See 
 AE8184.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8184
 AE8184.The horizontal coordinates are valid at the epoch date displayed above
 AE8184.which is a decimal equivalence of Year/Month/Day.
 AE8184
 AE8184.The orthometric height was determined by GPS observations and a
 AE8184.high-resolution geoid model.
 AE8184
 AE8184.GPS derived orthometric heights for airport stations designated as
 AE8184.PACS or SACS are published to 2 decimal places.  This maintains
 AE8184.centimeter relative accuracy between the PACS and SACS.  It does
 AE8184.not indicate centimeter accuracy relative to other marks which are
 AE8184.part of the published vertical control network.
 AE8184
 AE8184.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8184.GEOID18 height accuracy estimate available here.
 AE8184
 AE8184.Click photographs - Photos may exist for this station.
 AE8184
 AE8184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8184
 AE8184.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8184
 AE8184.The ellipsoidal height was determined by GPS observations
 AE8184.and is referenced to NAD 83.
 AE8184
 AE8184. The following values were computed from the NAD 83(2011) position.
 AE8184
 AE8184;                    North         East     Units Scale Factor Converg.
 AE8184;SPC FL N     -   132,590.259   785,188.360   MT  0.99994847   +0 57 58.9
 AE8184;SPC FL N     -   435,006.54  2,576,072.14   sFT  0.99994847   +0 57 58.9
 AE8184;UTM  17      - 3,340,010.173   348,174.034   MT  0.99988439   -0 47 34.7
 AE8184
 AE8184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8184!SPC FL N     -   0.99999513  x   0.99994847  =   0.99994360
 AE8184!UTM  17      -   0.99999513  x   0.99988439  =   0.99987952
 AE8184
 AE8184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP4817440010(NAD 83)
 AE8184
 AE8184                          SUPERSEDED SURVEY CONTROL
 AE8184
 AE8184  NAD 83(2007)-  30 10 55.42315(N)    082 34 37.08161(W) AD(2002.00) 0
 AE8184  ELLIP H (02/10/07)   31.009  (m)                       GP(2002.00)    
 AE8184  NAD 83(1999)-  30 10 55.42333(N)    082 34 37.08175(W) AD(       ) 1
 AE8184  ELLIP H (01/22/02)   31.033  (m)                       GP(       ) 4 2
 AE8184  NAD 83(1990)-  30 10 55.42238(N)    082 34 37.08148(W) AD(       ) 1
 AE8184  ELLIP H (03/27/98)   30.974  (m)                       GP(       ) 4 2
 AE8184
 AE8184.Superseded values are not recommended for survey control.
 AE8184
 AE8184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8184.See file dsdata.pdf to determine how the superseded data were derived.
 AE8184
 AE8184_MARKER: DD = SURVEY DISK
 AE8184_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE8184_STAMPING: 31J A 1995
 AE8184_MARK LOGO: NGS
 AE8184_PROJECTION: FLUSH
 AE8184_MAGNETIC: I = MARKER IS A STEEL ROD
 AE8184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8184+STABILITY: SURFACE MOTION
 AE8184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8184+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AE8184_ROD/PIPE-DEPTH: 1.0 meters
 AE8184
 AE8184  HISTORY     - Date     Condition        Report By
 AE8184  HISTORY     - 1995     MONUMENTED       NGS
 AE8184
 AE8184                          STATION DESCRIPTION
 AE8184
 AE8184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AE8184'THE STATION IS LOCATED ABOUT 3.10 MI (4.99 KM) EAST OF LAKE CITY, AT
 AE8184'THE LAKE CITY MUNICIPAL AIRPORT, ON THE SOUTH SIDE AND AT THE MIDPOINT
 AE8184'OF RUNWAY 10-28.  OWNERSHIP--CITY OF LAKE CITY, P.O.  BOX 1687, LAKE
 AE8184'CITY, FL 32056-1687.  AIRPORT MANAGER IS FAYE BOWLING, PHONE
 AE8184'904-752-2031.  NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING
 AE8184'AIRPORT.  TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY
 AE8184'90 (DUVAL ST) AND U.S.  HIGHWAY 441 (MARION ST) IN LAKE CITY, GO
 AE8184'EASTERLY FOR 2.00 MI (3.22 KM) ON HIGHWAY 90 TO A FORK. FOLLOW THE
 AE8184'LEFT FORK AND GO EAST FOR 1.40 MI (2.25 KM) ON HIGHWAY 90 TO A PAVED
 AE8184'DRIVE RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.05 MI (0.08 KM) ON PAVED
 AE8184'DRIVE TO A LOCKED GATE ON THE EAST SIDE OF THE TERMINAL BUILDING.
 AE8184'PASS THROUGH GATE, TURN RIGHT, AND GO SOUTHWEST FOR 0.35 MI (0.56 KM)
 AE8184'ON THE TAXIWAY TO RUNWAY 10-28.  CROSS RUNWAY, TURN LEFT AND GO EAST
 AE8184'FOR 0.40 MI (0.64 KM) PARALLEL WITH RUNWAY 10-28 TO THE STATION IN
 AE8184'LINE WITH THE RUNWAY MIDPOINT INDICATORS. THE STATION IS A 1 M (3.3
 AE8184'FT) FENO MARK WITH LOGO CAP.  IT IS 212.9 FT (64.9 M) SOUTHWEST OF A
 AE8184'RUNWAY LIGHT, 211.0 FT (64.3 M) SOUTH OF THE APPROXIMATE CENTER OF
 AE8184'RUNWAY 10-28, 128.6 FT (39.2 M) SOUTH OF A RUNWAY LIGHT, 95.2 FT (29.0
 AE8184'M) SOUTH OF A BLACK TRIANGULAR METAL SIGN NUMBERED 4 ON THE EAST AND
 AE8184'WEST SIDES, AND 2.0 FT (0.6 M) NORTH OF A WITNESS POST.  MARKER IS A
 AE8184'DISK SET IN THE TOP OF A 1.0 METER (3.3 FT) PIPE DRIVEN INTO THE
 AE8184'GROUND ENCASED IN PVC SURROUNDED BY CONCRETE.  THREE METAL ANCHOR
 AE8184'PRONGS EXTENDFROM THE BOTTOM OF THE PIPE.  THE STATION IS A SECONDARY
 AE8184'AIRPORT CONTROL STATION (SACS) .
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0725 ***********************************************************************
 AS0725  DESIGNATION -  32
 AS0725  PID         -  AS0725
 AS0725  STATE/COUNTY-  FL/GULF
 AS0725  COUNTRY     -  US
 AS0725  USGS QUAD   -  LAKE WIMICO (2018)
 AS0725
 AS0725                         *CURRENT SURVEY CONTROL
 AS0725  ______________________________________________________________________
 AS0725* NAD 83(1990) POSITION- 29 50 57.86651(N) 085 12 38.27181(W)   ADJUSTED
 AS0725* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 AS0725  ______________________________________________________________________
 AS0725  GEOID HEIGHT    -        -27.296 (meters)                     GEOID18
 AS0725  LAPLACE CORR    -          0.10  (seconds)                    DEFLEC18
 AS0725  HORZ ORDER      -  SECOND
 AS0725
 AS0725.The horizontal coordinates were established by classical geodetic methods
 AS0725.and adjusted by the National Geodetic Survey in May 1991.
 AS0725
 AS0725.The orthometric height was scaled from a topographic map.
 AS0725
 AS0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0725.GEOID18 height accuracy estimate available here.
 AS0725
 AS0725.Click photographs - Photos may exist for this station.
 AS0725
 AS0725.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS0725
 AS0725. The following values were computed from the NAD 83(1990) position.
 AS0725
 AS0725;                    North         East     Units Scale Factor Converg.
 AS0725;SPC FL N     -    94,368.538   531,333.501   MT  0.99996373   -0 21 25.6
 AS0725;SPC FL N     -   309,607.45  1,743,216.66   sFT  0.99996373   -0 21 25.6
 AS0725;UTM  16      - 3,303,442.367   672,854.748   MT  0.99996866   +0 53 27.0
 AS0725
 AS0725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0725!SPC FL N     -   1.00000415  x   0.99996373  =   0.99996788
 AS0725!UTM  16      -   1.00000415  x   0.99996866  =   0.99997281
 AS0725
 AS0725:                Primary Azimuth Mark                     Grid Az
 AS0725:SPC FL N     -  WHITE CITY                               337 43 17.0
 AS0725:UTM  16      -  WHITE CITY                               336 28 24.4
 AS0725
 AS0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU7285403442(NAD 83)
 AS0725
 AS0725|---------------------------------------------------------------------|
 AS0725| PID    Reference Object                     Distance      Geod. Az  |
 AS0725|                                                           dddmmss.s |
 AS0725| CW2621 32 RM 1                              67.060 METERS 05951     |
 AS0725| CW2622 32 RM 2                              28.898 METERS 14348     |
 AS0725| AS0726 WHITE CITY                          APPROX. 3.4 KM 3372151.4 |
 AS0725|---------------------------------------------------------------------|
 AS0725
 AS0725                          SUPERSEDED SURVEY CONTROL
 AS0725
 AS0725  NAD 83(1986)-  29 50 57.87804(N)    085 12 38.28766(W) AD(       ) 2
 AS0725  NAD 27      -  29 50 57.13600(N)    085 12 38.59500(W) AD(       ) 2
 AS0725
 AS0725.Superseded values are not recommended for survey control.
 AS0725
 AS0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0725.See file dsdata.pdf to determine how the superseded data were derived.
 AS0725
 AS0725_MARKER: Z = SEE DESCRIPTION
 AS0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0725
 AS0725  HISTORY     - Date     Condition        Report By
 AS0725  HISTORY     - 1935     MONUMENTED       USACE
 AS0725
 AS0725                          STATION DESCRIPTION
 AS0725
 AS0725'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1935 (GLA)
 AS0725'STATION IS A SECOND ORDER STATION ON THE SW BANK OF THE CANAL
 AS0725'FROM APALACHICOLA RIVER TO ST. ANDREWS BAY.  IT IS ABOUT 2-3/4
 AS0725'MILES S OF THE FLOATING BRIDGE WHERE STATE HIGHWAY 6 CROSSES THE
 AS0725'CANAL AND ABOUT 2-1/2 MILES NW OF THE ENTRANCE OF THE CANAL ON
 AS0725'LAKE WIMICO.  SEARCY CREEK MEANDERS BACK AND FORTH OVER THE
 AS0725'ROUTE OF THE CANAL, AT PLACES BEING COINCIDENT WITH THE CANAL.
 AS0725'AT ONE POINT THE STREAM BRANCHES OFF THE CANAL AT ABOUT 90
 AS0725'DEGREES TO THE W.  THE STATION IS NW OF THIS JUNCTION AND 62
 AS0725'METERS W OF THE W BANK OF THE CANAL.
 AS0725'
 AS0725'THE STATION MARK IS A 3/16-INCH COPPER WIRE SET IN A 5-INCH
 AS0725'SQUARE CONCRETE POST 3 FEET LONG.  THE CONCRETE POST BEING
 AS0725'EMBEDDED IN AN IRREGULAR MASS OF CONCRETE ABOUT 2 FEET IN DIAMETER,
 AS0725'PROJECTING ABOUT 6 INCHES ABOVE GROUND AND THE CONCRETE POST
 AS0725'PROJECTING 6 INCHES ABOVE IT.
 AS0725'
 AS0725'REFERENCE MARK NO.1 IS ABOUT 67 METERS NE OF THE STATION ON A
 AS0725'BANK OF MATERIAL EXCAVATED FROM THE CANAL AND ABOUT 10 METERS W
 AS0725'OF THE W BANK OF THE CANAL.  IT IS A STANDARD DISK SET IN A
 AS0725'6-INCH TILE PROJECTING ABOUT 6 INCHES ABOVE GROUND.  REFERENCE
 AS0725'MARK NO.2 IS A STANDARD DISK SET IN 6-INCH TILE PROJECTING ABOUT
 AS0725'6 INCHES, ABOUT 29 METERS SE OF THE STATION, ABOUT 11 METERS N
 AS0725'OF THE N BANK OF SEARCY CREEK DESCRIBED ABOVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2408 ***********************************************************************
 AK2408  DESIGNATION -  32 107 25
 AK2408  PID         -  AK2408
 AK2408  STATE/COUNTY-  FL/BREVARD
 AK2408  COUNTRY     -  US
 AK2408  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2408
 AK2408                         *CURRENT SURVEY CONTROL
 AK2408  ______________________________________________________________________
 AK2408* NAD 83(1986) POSITION- 28 27 12.24   (N) 080 33 16.02   (W)   HD_HELD1
 AK2408* NAVD 88 ORTHO HEIGHT -     3.550 (meters)       11.65  (feet) ADJUSTED
 AK2408  ______________________________________________________________________
 AK2408  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 AK2408  DYNAMIC HEIGHT  -          3.545 (meters)       11.63  (feet) COMP
 AK2408  MODELED GRAVITY -    979,228.2   (mgal)                       NAVD 88
 AK2408
 AK2408  VERT ORDER      -  FIRST     CLASS II
 AK2408
 AK2408.The horizontal coordinates were determined by differentially corrected
 AK2408.hand held GPS observations or other comparable positioning techniques
 AK2408.and have an estimated accuracy of +/- 3 meters.
 AK2408
 AK2408.The orthometric height was determined by differential leveling and
 AK2408.adjusted by the NATIONAL GEODETIC SURVEY
 AK2408.in June 1991.
 AK2408
 AK2408.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2408.GEOID18 height accuracy estimate available here.
 AK2408
 AK2408.Click photographs - Photos may exist for this station.
 AK2408
 AK2408.The dynamic height is computed by dividing the NAVD 88
 AK2408.geopotential number by the normal gravity value computed on the
 AK2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2408.degrees latitude (g = 980.6199 gals.).
 AK2408
 AK2408.The modeled gravity was interpolated from observed gravity values.
 AK2408
 AK2408;                    North         East    Units  Estimated Accuracy
 AK2408;SPC FL E     -   456,534.1     243,638.0     MT  (+/- 3 meters HH1 GPS) 
 AK2408
 AK2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4362347510(NAD 83)
 AK2408
 AK2408                          SUPERSEDED SURVEY CONTROL
 AK2408
 AK2408  NGVD 29 (??/??/92)    3.937  (m)           12.92   (f) ADJ UNCH    1 2
 AK2408
 AK2408.Superseded values are not recommended for survey control.
 AK2408
 AK2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2408.See file dsdata.pdf to determine how the superseded data were derived.
 AK2408
 AK2408_MARKER: DD = SURVEY DISK
 AK2408_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK2408_SP_SET: LAUNCH COMPLEX
 AK2408_STAMPING: 32-107-25
 AK2408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2408
 AK2408  HISTORY     - Date     Condition        Report By
 AK2408  HISTORY     - UNK      MONUMENTED       CGS
 AK2408  HISTORY     - 1961     GOOD             CGS
 AK2408
 AK2408                          STATION DESCRIPTION
 AK2408
 AK2408'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AK2408'AT CAPE CANAVERAL.
 AK2408'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2408'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2408'MINUTEMAN LAUNCH COMPLEX, AND 25 FEET EAST OF THE CENTER OF
 AK2408'SILO 32.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2413 ***********************************************************************
 AK2413  DESIGNATION -  32 107 6
 AK2413  PID         -  AK2413
 AK2413  STATE/COUNTY-  FL/BREVARD
 AK2413  COUNTRY     -  US
 AK2413  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2413
 AK2413                         *CURRENT SURVEY CONTROL
 AK2413  ______________________________________________________________________
 AK2413* NAD 83(1986) POSITION- 28 27 09.     (N) 080 33 17.     (W)   SCALED
 AK2413* NAVD 88 ORTHO HEIGHT -     3.763 (meters)       12.35  (feet) ADJUSTED
 AK2413  ______________________________________________________________________
 AK2413  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 AK2413  DYNAMIC HEIGHT  -          3.758 (meters)       12.33  (feet) COMP
 AK2413  MODELED GRAVITY -    979,228.2   (mgal)                       NAVD 88
 AK2413
 AK2413  VERT ORDER      -  FIRST     CLASS II
 AK2413
 AK2413.The horizontal coordinates were scaled from a map and have
 AK2413.an estimated accuracy of +/- 6 seconds.
 AK2413
 AK2413.The orthometric height was determined by differential leveling and
 AK2413.adjusted by the NATIONAL GEODETIC SURVEY
 AK2413.in June 1991.
 AK2413
 AK2413.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2413.GEOID18 height accuracy estimate available here.
 AK2413
 AK2413.Click photographs - Photos may exist for this station.
 AK2413
 AK2413.The dynamic height is computed by dividing the NAVD 88
 AK2413.geopotential number by the normal gravity value computed on the
 AK2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2413.degrees latitude (g = 980.6199 gals.).
 AK2413
 AK2413.The modeled gravity was interpolated from observed gravity values.
 AK2413
 AK2413;                    North         East    Units  Estimated Accuracy
 AK2413;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2413
 AK2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2413
 AK2413                          SUPERSEDED SURVEY CONTROL
 AK2413
 AK2413  NGVD 29 (??/??/92)    4.150  (m)           13.62   (f) ADJ UNCH    1 2
 AK2413
 AK2413.Superseded values are not recommended for survey control.
 AK2413
 AK2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2413.See file dsdata.pdf to determine how the superseded data were derived.
 AK2413
 AK2413_MARKER: DD = SURVEY DISK
 AK2413_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK2413_SP_SET: LAUNCH COMPLEX
 AK2413_STAMPING: 32-107-6
 AK2413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2413
 AK2413  HISTORY     - Date     Condition        Report By
 AK2413  HISTORY     - UNK      MONUMENTED       CGS
 AK2413  HISTORY     - 1961     GOOD             CGS
 AK2413
 AK2413                          STATION DESCRIPTION
 AK2413
 AK2413'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AK2413'AT CAPE CANAVERAL.
 AK2413'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER,
 AK2413'ABOUT 3.5 MILES SOUTHEAS OF THE CENTRAL CONTROL BUILDING AT
 AK2413'THE MINUTEMAN LAUNCH COMPLEX, AND 6 FEET EAST OF THE CENTER
 AK2413'OF SILO 32.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2409 ***********************************************************************
 AK2409  DESIGNATION -  32 17 25
 AK2409  PID         -  AK2409
 AK2409  STATE/COUNTY-  FL/BREVARD
 AK2409  COUNTRY     -  US
 AK2409  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2409
 AK2409                         *CURRENT SURVEY CONTROL
 AK2409  ______________________________________________________________________
 AK2409* NAD 83(1986) POSITION- 28 27 12.55   (N) 080 33 16.21   (W)   HD_HELD1
 AK2409* NAVD 88 ORTHO HEIGHT -     3.533 (meters)       11.59  (feet) ADJUSTED
 AK2409  ______________________________________________________________________
 AK2409  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 AK2409  DYNAMIC HEIGHT  -          3.528 (meters)       11.57  (feet) COMP
 AK2409  MODELED GRAVITY -    979,228.2   (mgal)                       NAVD 88
 AK2409
 AK2409  VERT ORDER      -  FIRST     CLASS II
 AK2409
 AK2409.The horizontal coordinates were determined by differentially corrected
 AK2409.hand held GPS observations or other comparable positioning techniques
 AK2409.and have an estimated accuracy of +/- 3 meters.
 AK2409
 AK2409.The orthometric height was determined by differential leveling and
 AK2409.adjusted by the NATIONAL GEODETIC SURVEY
 AK2409.in June 1991.
 AK2409
 AK2409.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2409.GEOID18 height accuracy estimate available here.
 AK2409
 AK2409.Click photographs - Photos may exist for this station.
 AK2409
 AK2409.The dynamic height is computed by dividing the NAVD 88
 AK2409.geopotential number by the normal gravity value computed on the
 AK2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2409.degrees latitude (g = 980.6199 gals.).
 AK2409
 AK2409.The modeled gravity was interpolated from observed gravity values.
 AK2409
 AK2409;                    North         East    Units  Estimated Accuracy
 AK2409;SPC FL E     -   456,543.6     243,632.8     MT  (+/- 3 meters HH1 GPS) 
 AK2409
 AK2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4361747519(NAD 83)
 AK2409
 AK2409                          SUPERSEDED SURVEY CONTROL
 AK2409
 AK2409  NGVD 29 (??/??/92)    3.920  (m)           12.86   (f) ADJ UNCH    1 2
 AK2409
 AK2409.Superseded values are not recommended for survey control.
 AK2409
 AK2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2409.See file dsdata.pdf to determine how the superseded data were derived.
 AK2409
 AK2409_MARKER: DD = SURVEY DISK
 AK2409_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK2409_SP_SET: LAUNCH COMPLEX
 AK2409_STAMPING: 32-17-25
 AK2409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2409
 AK2409  HISTORY     - Date     Condition        Report By
 AK2409  HISTORY     - UNK      MONUMENTED       CGS
 AK2409  HISTORY     - 1961     GOOD             CGS
 AK2409
 AK2409                          STATION DESCRIPTION
 AK2409
 AK2409'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AK2409'AT CAPE CANAVERAL.
 AK2409'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2409'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2409'MINUTEMAN LAUNCH COMPLEX, AND 25 FEET NORTH OF THE CENTER OF
 AK2409'SILO 32.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2414 ***********************************************************************
 AK2414  DESIGNATION -  32 17 6
 AK2414  PID         -  AK2414
 AK2414  STATE/COUNTY-  FL/BREVARD
 AK2414  COUNTRY     -  US
 AK2414  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2414
 AK2414                         *CURRENT SURVEY CONTROL
 AK2414  ______________________________________________________________________
 AK2414* NAD 83(1986) POSITION- 28 27 09.     (N) 080 33 17.     (W)   SCALED
 AK2414* NAVD 88 ORTHO HEIGHT -     3.768 (meters)       12.36  (feet) ADJUSTED
 AK2414  ______________________________________________________________________
 AK2414  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 AK2414  DYNAMIC HEIGHT  -          3.763 (meters)       12.35  (feet) COMP
 AK2414  MODELED GRAVITY -    979,228.2   (mgal)                       NAVD 88
 AK2414
 AK2414  VERT ORDER      -  FIRST     CLASS II
 AK2414
 AK2414.The horizontal coordinates were scaled from a map and have
 AK2414.an estimated accuracy of +/- 6 seconds.
 AK2414
 AK2414.The orthometric height was determined by differential leveling and
 AK2414.adjusted by the NATIONAL GEODETIC SURVEY
 AK2414.in June 1991.
 AK2414
 AK2414.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2414.GEOID18 height accuracy estimate available here.
 AK2414
 AK2414.Click photographs - Photos may exist for this station.
 AK2414
 AK2414.The dynamic height is computed by dividing the NAVD 88
 AK2414.geopotential number by the normal gravity value computed on the
 AK2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2414.degrees latitude (g = 980.6199 gals.).
 AK2414
 AK2414.The modeled gravity was interpolated from observed gravity values.
 AK2414
 AK2414;                    North         East    Units  Estimated Accuracy
 AK2414;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2414
 AK2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2414
 AK2414                          SUPERSEDED SURVEY CONTROL
 AK2414
 AK2414  NGVD 29 (??/??/92)    4.155  (m)           13.63   (f) ADJ UNCH    1 2
 AK2414
 AK2414.Superseded values are not recommended for survey control.
 AK2414
 AK2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2414.See file dsdata.pdf to determine how the superseded data were derived.
 AK2414
 AK2414_MARKER: DD = SURVEY DISK
 AK2414_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK2414_SP_SET: LAUNCH COMPLEX
 AK2414_STAMPING: 32-17-6
 AK2414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2414
 AK2414  HISTORY     - Date     Condition        Report By
 AK2414  HISTORY     - UNK      MONUMENTED       CGS
 AK2414  HISTORY     - 1961     GOOD             CGS
 AK2414
 AK2414                          STATION DESCRIPTION
 AK2414
 AK2414'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AK2414'AT CAPE CANAVERAL.
 AK2414'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2414'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2414'MINUTEMAN LAUNCH COMPLEX, AND 6 FEET NORTH OF THE CENTER OF
 AK2414'SILO 32.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2407 ***********************************************************************
 AK2407  DESIGNATION -  32 197 25
 AK2407  PID         -  AK2407
 AK2407  STATE/COUNTY-  FL/BREVARD
 AK2407  COUNTRY     -  US
 AK2407  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2407
 AK2407                         *CURRENT SURVEY CONTROL
 AK2407  ______________________________________________________________________
 AK2407* NAD 83(1986) POSITION- 28 27 12.08   (N) 080 33 16.37   (W)   HD_HELD1
 AK2407* NAVD 88 ORTHO HEIGHT -     3.534 (meters)       11.59  (feet) ADJUSTED
 AK2407  ______________________________________________________________________
 AK2407  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 AK2407  DYNAMIC HEIGHT  -          3.529 (meters)       11.58  (feet) COMP
 AK2407  MODELED GRAVITY -    979,228.2   (mgal)                       NAVD 88
 AK2407
 AK2407  VERT ORDER      -  FIRST     CLASS II
 AK2407
 AK2407.The horizontal coordinates were determined by differentially corrected
 AK2407.hand held GPS observations or other comparable positioning techniques
 AK2407.and have an estimated accuracy of +/- 3 meters.
 AK2407
 AK2407.The orthometric height was determined by differential leveling and
 AK2407.adjusted by the NATIONAL GEODETIC SURVEY
 AK2407.in June 1991.
 AK2407
 AK2407.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2407.GEOID18 height accuracy estimate available here.
 AK2407
 AK2407.Click photographs - Photos may exist for this station.
 AK2407
 AK2407.The dynamic height is computed by dividing the NAVD 88
 AK2407.geopotential number by the normal gravity value computed on the
 AK2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2407.degrees latitude (g = 980.6199 gals.).
 AK2407
 AK2407.The modeled gravity was interpolated from observed gravity values.
 AK2407
 AK2407;                    North         East    Units  Estimated Accuracy
 AK2407;SPC FL E     -   456,529.1     243,628.5     MT  (+/- 3 meters HH1 GPS) 
 AK2407
 AK2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4361347505(NAD 83)
 AK2407
 AK2407                          SUPERSEDED SURVEY CONTROL
 AK2407
 AK2407  NGVD 29 (??/??/92)    3.921  (m)           12.86   (f) ADJ UNCH    1 2
 AK2407
 AK2407.Superseded values are not recommended for survey control.
 AK2407
 AK2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2407.See file dsdata.pdf to determine how the superseded data were derived.
 AK2407
 AK2407_MARKER: DD = SURVEY DISK
 AK2407_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK2407_SP_SET: LAUNCH COMPLEX
 AK2407_STAMPING: 32-197-25
 AK2407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2407
 AK2407  HISTORY     - Date     Condition        Report By
 AK2407  HISTORY     - UNK      MONUMENTED       CGS
 AK2407  HISTORY     - 1961     GOOD             CGS
 AK2407
 AK2407                          STATION DESCRIPTION
 AK2407
 AK2407'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AK2407'AT CAPE CANAVERAL.
 AK2407'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2407'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2407'MINUTEMAN LAUNCH COMPLEX, AND 25 FEET SOUTH OF THE CENTER OF
 AK2407'SILO 32.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2412 ***********************************************************************
 AK2412  DESIGNATION -  32 197 6
 AK2412  PID         -  AK2412
 AK2412  STATE/COUNTY-  FL/BREVARD
 AK2412  COUNTRY     -  US
 AK2412  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2412
 AK2412                         *CURRENT SURVEY CONTROL
 AK2412  ______________________________________________________________________
 AK2412* NAD 83(1986) POSITION- 28 27 09.     (N) 080 33 17.     (W)   SCALED
 AK2412* NAVD 88 ORTHO HEIGHT -     3.768 (meters)       12.36  (feet) ADJUSTED
 AK2412  ______________________________________________________________________
 AK2412  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 AK2412  DYNAMIC HEIGHT  -          3.763 (meters)       12.35  (feet) COMP
 AK2412  MODELED GRAVITY -    979,228.2   (mgal)                       NAVD 88
 AK2412
 AK2412  VERT ORDER      -  FIRST     CLASS II
 AK2412
 AK2412.The horizontal coordinates were scaled from a map and have
 AK2412.an estimated accuracy of +/- 6 seconds.
 AK2412
 AK2412.The orthometric height was determined by differential leveling and
 AK2412.adjusted by the NATIONAL GEODETIC SURVEY
 AK2412.in June 1991.
 AK2412
 AK2412.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2412.GEOID18 height accuracy estimate available here.
 AK2412
 AK2412.Click photographs - Photos may exist for this station.
 AK2412
 AK2412.The dynamic height is computed by dividing the NAVD 88
 AK2412.geopotential number by the normal gravity value computed on the
 AK2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2412.degrees latitude (g = 980.6199 gals.).
 AK2412
 AK2412.The modeled gravity was interpolated from observed gravity values.
 AK2412
 AK2412;                    North         East    Units  Estimated Accuracy
 AK2412;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2412
 AK2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2412
 AK2412                          SUPERSEDED SURVEY CONTROL
 AK2412
 AK2412  NGVD 29 (??/??/92)    4.155  (m)           13.63   (f) ADJ UNCH    1 2
 AK2412
 AK2412.Superseded values are not recommended for survey control.
 AK2412
 AK2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2412.See file dsdata.pdf to determine how the superseded data were derived.
 AK2412
 AK2412_MARKER: DD = SURVEY DISK
 AK2412_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK2412_SP_SET: LAUNCH COMPLEX
 AK2412_STAMPING: 32-197-6
 AK2412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2412
 AK2412  HISTORY     - Date     Condition        Report By
 AK2412  HISTORY     - UNK      MONUMENTED       CGS
 AK2412  HISTORY     - 1961     GOOD             CGS
 AK2412
 AK2412                          STATION DESCRIPTION
 AK2412
 AK2412'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AK2412'AT CAPE CANAVERAL.
 AK2412'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2412'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2412'MINUTEMAN LAUNCH COMPLEX, AND 6 FEET SOUTH OF THE CENTER OF
 AK2412'SILO 32.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2406 ***********************************************************************
 AK2406  DESIGNATION -  32 287 25
 AK2406  PID         -  AK2406
 AK2406  STATE/COUNTY-  FL/BREVARD
 AK2406  COUNTRY     -  US
 AK2406  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2406
 AK2406                         *CURRENT SURVEY CONTROL
 AK2406  ______________________________________________________________________
 AK2406* NAD 83(1986) POSITION- 28 27 12.38   (N) 080 33 16.56   (W)   HD_HELD1
 AK2406* NAVD 88 ORTHO HEIGHT -     3.531 (meters)       11.58  (feet) ADJUSTED
 AK2406  ______________________________________________________________________
 AK2406  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 AK2406  DYNAMIC HEIGHT  -          3.526 (meters)       11.57  (feet) COMP
 AK2406  MODELED GRAVITY -    979,228.2   (mgal)                       NAVD 88
 AK2406
 AK2406  VERT ORDER      -  FIRST     CLASS II
 AK2406
 AK2406.The horizontal coordinates were determined by differentially corrected
 AK2406.hand held GPS observations or other comparable positioning techniques
 AK2406.and have an estimated accuracy of +/- 3 meters.
 AK2406
 AK2406.The orthometric height was determined by differential leveling and
 AK2406.adjusted by the NATIONAL GEODETIC SURVEY
 AK2406.in June 1991.
 AK2406
 AK2406.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2406.GEOID18 height accuracy estimate available here.
 AK2406
 AK2406.Click photographs - Photos may exist for this station.
 AK2406
 AK2406.The dynamic height is computed by dividing the NAVD 88
 AK2406.geopotential number by the normal gravity value computed on the
 AK2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2406.degrees latitude (g = 980.6199 gals.).
 AK2406
 AK2406.The modeled gravity was interpolated from observed gravity values.
 AK2406
 AK2406;                    North         East    Units  Estimated Accuracy
 AK2406;SPC FL E     -   456,538.3     243,623.3     MT  (+/- 3 meters HH1 GPS) 
 AK2406
 AK2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4360847514(NAD 83)
 AK2406
 AK2406                          SUPERSEDED SURVEY CONTROL
 AK2406
 AK2406  NGVD 29 (??/??/92)    3.918  (m)           12.85   (f) ADJ UNCH    1 2
 AK2406
 AK2406.Superseded values are not recommended for survey control.
 AK2406
 AK2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2406.See file dsdata.pdf to determine how the superseded data were derived.
 AK2406
 AK2406_MARKER: DD = SURVEY DISK
 AK2406_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK2406_SP_SET: LAUNCH COMPLEX
 AK2406_STAMPING: 32-287-25
 AK2406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2406
 AK2406  HISTORY     - Date     Condition        Report By
 AK2406  HISTORY     - UNK      MONUMENTED       CGS
 AK2406  HISTORY     - 1961     GOOD             CGS
 AK2406
 AK2406                          STATION DESCRIPTION
 AK2406
 AK2406'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AK2406'AT CAPE CANAVERAL.
 AK2406'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2406'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2406'MINUTEMAN LAUNCH COMPLEX, AND 25 FEET WEST OF THE CENTER OF
 AK2406'SILO 32.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2411 ***********************************************************************
 AK2411  DESIGNATION -  32 287 6
 AK2411  PID         -  AK2411
 AK2411  STATE/COUNTY-  FL/BREVARD
 AK2411  COUNTRY     -  US
 AK2411  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2411
 AK2411                         *CURRENT SURVEY CONTROL
 AK2411  ______________________________________________________________________
 AK2411* NAD 83(1986) POSITION- 28 27 09.     (N) 080 33 17.     (W)   SCALED
 AK2411* NAVD 88 ORTHO HEIGHT -     3.764 (meters)       12.35  (feet) ADJUSTED
 AK2411  ______________________________________________________________________
 AK2411  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 AK2411  DYNAMIC HEIGHT  -          3.759 (meters)       12.33  (feet) COMP
 AK2411  MODELED GRAVITY -    979,228.2   (mgal)                       NAVD 88
 AK2411
 AK2411  VERT ORDER      -  FIRST     CLASS II
 AK2411
 AK2411.The horizontal coordinates were scaled from a map and have
 AK2411.an estimated accuracy of +/- 6 seconds.
 AK2411
 AK2411.The orthometric height was determined by differential leveling and
 AK2411.adjusted by the NATIONAL GEODETIC SURVEY
 AK2411.in June 1991.
 AK2411
 AK2411.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2411.GEOID18 height accuracy estimate available here.
 AK2411
 AK2411.Click photographs - Photos may exist for this station.
 AK2411
 AK2411.The dynamic height is computed by dividing the NAVD 88
 AK2411.geopotential number by the normal gravity value computed on the
 AK2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2411.degrees latitude (g = 980.6199 gals.).
 AK2411
 AK2411.The modeled gravity was interpolated from observed gravity values.
 AK2411
 AK2411;                    North         East    Units  Estimated Accuracy
 AK2411;SPC FL E     -   456,430.      243,610.      MT  (+/- 180 meters Scaled)
 AK2411
 AK2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM435474(NAD 83)
 AK2411
 AK2411                          SUPERSEDED SURVEY CONTROL
 AK2411
 AK2411  NGVD 29 (??/??/92)    4.151  (m)           13.62   (f) ADJ UNCH    1 2
 AK2411
 AK2411.Superseded values are not recommended for survey control.
 AK2411
 AK2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2411.See file dsdata.pdf to determine how the superseded data were derived.
 AK2411
 AK2411_MARKER: DD = SURVEY DISK
 AK2411_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK2411_SP_SET: LAUNCH COMPLEX
 AK2411_STAMPING: 32-287-6
 AK2411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2411
 AK2411  HISTORY     - Date     Condition        Report By
 AK2411  HISTORY     - UNK      MONUMENTED       CGS
 AK2411  HISTORY     - 1961     GOOD             CGS
 AK2411
 AK2411                          STATION DESCRIPTION
 AK2411
 AK2411'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AK2411'AT CAPE CANAVERAL.
 AK2411'STATION IS LOCATED AT CAPE CANAVERAL MISSILE TEST CENTER, ABOUT
 AK2411'3.5 MILES SOUTHEAST OF THE CENTRAL CONTROL BUILDING AT THE
 AK2411'MINUTEMAN LAUNCH COMPLEX, AND 6 FEET WEST OF THE CENTER OF
 AK2411'SILO 32.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ3484 ***********************************************************************
 AJ3484  DESIGNATION -  32 BRP
 AJ3484  PID         -  AJ3484
 AJ3484  STATE/COUNTY-  FL/PALM BEACH
 AJ3484  COUNTRY     -  US
 AJ3484  USGS QUAD   -  OKEELANTA (2018)
 AJ3484
 AJ3484                         *CURRENT SURVEY CONTROL
 AJ3484  ______________________________________________________________________
 AJ3484* NAD 83(1986) POSITION- 26 30 38.69   (N) 080 40 25.00   (W)   HD_HELD1
 AJ3484* NAVD 88 ORTHO HEIGHT -     4.920 (meters)       16.14  (feet) ADJUSTED
 AJ3484  ______________________________________________________________________
 AJ3484  GEOID HEIGHT    -        -24.976 (meters)                     GEOID18
 AJ3484  DYNAMIC HEIGHT  -          4.912 (meters)       16.12  (feet) COMP
 AJ3484  MODELED GRAVITY -    979,085.0   (mgal)                       NAVD 88
 AJ3484
 AJ3484  VERT ORDER      -  SECOND    CLASS I
 AJ3484
 AJ3484.The horizontal coordinates were determined by differentially corrected
 AJ3484.hand held GPS observations or other comparable positioning techniques
 AJ3484.and have an estimated accuracy of +/- 3 meters.
 AJ3484
 AJ3484.The orthometric height was determined by differential leveling and
 AJ3484.adjusted by the NATIONAL GEODETIC SURVEY
 AJ3484.in September 2001.
 AJ3484
 AJ3484.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ3484.GEOID18 height accuracy estimate available here.
 AJ3484
 AJ3484.Click photographs - Photos may exist for this station.
 AJ3484
 AJ3484.The dynamic height is computed by dividing the NAVD 88
 AJ3484.geopotential number by the normal gravity value computed on the
 AJ3484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3484.degrees latitude (g = 980.6199 gals.).
 AJ3484
 AJ3484.The modeled gravity was interpolated from observed gravity values.
 AJ3484
 AJ3484;                    North         East    Units  Estimated Accuracy
 AJ3484;SPC FL E     -   241,239.5     232,532.9     MT  (+/- 3 meters HH1 GPS) 
 AJ3484
 AJ3484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK3252132289(NAD 83)
 AJ3484
 AJ3484                          SUPERSEDED SURVEY CONTROL
 AJ3484
 AJ3484.No superseded survey control is available for this station.
 AJ3484
 AJ3484_MARKER: DD = SURVEY DISK
 AJ3484_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ3484_SP_SET: BRIDGE WING WALL
 AJ3484_STAMPING: 32 BRP 1969
 AJ3484_MARK LOGO: USGS
 AJ3484_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3484+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2026
 AJ3484
 AJ3484  HISTORY     - Date     Condition        Report By
 AJ3484  HISTORY     - 1969     MONUMENTED       USGS
 AJ3484  HISTORY     - 20000122 GOOD             FLDEP
 AJ3484  HISTORY     - 20181219 GOOD             INDIV
 AJ3484  HISTORY     - 20260123 GOOD             WSMI
 AJ3484
 AJ3484                          STATION DESCRIPTION
 AJ3484
 AJ3484'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3484'THE MARK IS ABOUT 27.6 MI (44.4 KM) SOUTHWEST OF SOUTH BAY ON LEVEE
 AJ3484'19, IN ESTIMATED SECTION 5, TOWNSHIP 45 SOUTH, RANGE 37 EAST. TO REACH
 AJ3484'THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROAD 80 IN
 AJ3484'SOUTH BAY, GO SOUTH OF U.S. HIGHWAY 27 FOR 3.8 MI (6.1 KM) TO THE
 AJ3484'JUNCTION OF COUNTY ROAD 827, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR
 AJ3484'1.05 MI (1.69 KM) TO A CONCRETE BRIDGE OVER THE NORTH NEW RIVER CANAL,
 AJ3484'TURN LEFT CROSSING OVER THE BRIDGE TO THE EAST END AND THE JUNCTION OF
 AJ3484'LEVEE 19 ON THE RIGHT PARALELLING THE NORTH NEW RIVER CANAL, TURN
 AJ3484'RIGHT ON LEVEE 19 AND GO SOUTH FOR 6.5 MI (10.5 KM) TO THE MARK ON THE
 AJ3484'RIGHT SET IN THE TOP OF THE NORTHEAST WINGWALL OF THE CROSSOVER BRIDGE
 AJ3484'LEVEL WITH THE GROUND AND THE BRIDGE ROAD. LOCATED 150.0 FT (45.7 M)
 AJ3484'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD, 73.3 FT
 AJ3484'(22.3 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE NORTHBOUND
 AJ3484'LANES OF U.S. HIGHWAY 27, 12.5 FT (3.8 M) NORTHWEST OF THE APPROXIMATE
 AJ3484'CENTERLINE OF A CROSSOVER ROAD AND 0.6 FT (18.3 CM) NORTH OF A METAL
 AJ3484'GUARDRAIL.
 AJ3484
 AJ3484                          STATION RECOVERY (2018)
 AJ3484
 AJ3484'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (JR)
 AJ3484'RECOVERED IN GOOD CONDITION.
 AJ3484
 AJ3484                          STATION RECOVERY (2026)
 AJ3484
 AJ3484'RECOVERY NOTE BY WHIDDEN SURVEYING AND MAPPING INC 2026 (CL)
 AJ3484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0889 ***********************************************************************
 AQ0889  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ0889  DESIGNATION -  32 IWF
 AQ0889  PID         -  AQ0889
 AQ0889  STATE/COUNTY-  FL/FLAGLER
 AQ0889  COUNTRY     -  US
 AQ0889  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 AQ0889
 AQ0889                         *CURRENT SURVEY CONTROL
 AQ0889  ______________________________________________________________________
 AQ0889* NAD 83(1986) POSITION- 29 28 39.     (N) 081 08 13.     (W)   SCALED
 AQ0889* NAVD 88 ORTHO HEIGHT -     5.263 (meters)       17.27  (feet) ADJUSTED
 AQ0889  ______________________________________________________________________
 AQ0889  GEOID HEIGHT    -        -28.657 (meters)                     GEOID18
 AQ0889  DYNAMIC HEIGHT  -          5.256 (meters)       17.24  (feet) COMP
 AQ0889  MODELED GRAVITY -    979,288.7   (mgal)                       NAVD 88
 AQ0889
 AQ0889  VERT ORDER      -  FIRST     CLASS II
 AQ0889
 AQ0889.The horizontal coordinates were scaled from a map and have
 AQ0889.an estimated accuracy of +/- 6 seconds.
 AQ0889
 AQ0889.The orthometric height was determined by differential leveling and
 AQ0889.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0889.in June 1991.
 AQ0889
 AQ0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0889.GEOID18 height accuracy estimate available here.
 AQ0889
 AQ0889.This Tidal Bench Mark is designated as VM 10758
 AQ0889.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ0889
 AQ0889.Click photographs - Photos may exist for this station.
 AQ0889
 AQ0889.The dynamic height is computed by dividing the NAVD 88
 AQ0889.geopotential number by the normal gravity value computed on the
 AQ0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0889.degrees latitude (g = 980.6199 gals.).
 AQ0889
 AQ0889.The modeled gravity was interpolated from observed gravity values.
 AQ0889
 AQ0889;                    North         East    Units  Estimated Accuracy
 AQ0889;SPC FL E     -   569,960.      186,720.      MT  (+/- 180 meters Scaled)
 AQ0889
 AQ0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN867608(NAD 83)
 AQ0889
 AQ0889                          SUPERSEDED SURVEY CONTROL
 AQ0889
 AQ0889  NGVD 29 (??/??/92)    5.583  (m)           18.32   (f) SUPERSEDED  1 2
 AQ0889  NGVD 29 (09/01/92)    5.583  (m)           18.32   (f) ADJUSTED    1 2
 AQ0889
 AQ0889.Superseded values are not recommended for survey control.
 AQ0889
 AQ0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0889.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0889
 AQ0889_MARKER: DD = SURVEY DISK
 AQ0889_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ0889_SP_SET: BRIDGE
 AQ0889_STAMPING: 32 IWF 1951
 AQ0889_MARK LOGO: USACE
 AQ0889_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ0889_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ0889+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1991
 AQ0889
 AQ0889  HISTORY     - Date     Condition        Report By
 AQ0889  HISTORY     - 1951     MONUMENTED       USACE
 AQ0889  HISTORY     - 1970     GOOD             NGS
 AQ0889  HISTORY     - 1977     GOOD             NGS
 AQ0889  HISTORY     - 1978     GOOD             FLDNR
 AQ0889  HISTORY     - 1987     GOOD             USPSQD
 AQ0889  HISTORY     - 1987     GOOD             FLDNR
 AQ0889  HISTORY     - 1988     GOOD             USPSQD
 AQ0889  HISTORY     - 1990     GOOD             USPSQD
 AQ0889  HISTORY     - 19910323 GOOD             NGS
 AQ0889  HISTORY     - 20210226 MARK NOT FOUND   GEOCAC
 AQ0889
 AQ0889                          STATION DESCRIPTION
 AQ0889
 AQ0889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AQ0889'0.6 MI W FROM FLAGLER BEACH.
 AQ0889'ABOUT 0.6 MILE WEST ALONG STATE HIGHWAY 100 FROM THE JUNCTION
 AQ0889'OF STATE HIGHWAY A 1 A AT FLAGLER BEACH, SET ON THE TOP AND
 AQ0889'NEAR THE WEST END OF THE SOUTH CONCRETE WALKWAY OF THE HIGHWAY
 AQ0889'BRIDGE OVER THE INTRACOASTAL WATERWAY, IN SECTION 12, R 13 E,
 AQ0889'T 12 S, 16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 12.9
 AQ0889'FEET EAST OF THE WEST END OF THE WALKWAY AND 1 FOOT ABOVE THE
 AQ0889'LEVEL OF THE HIGHWAY.
 AQ0889
 AQ0889                          STATION RECOVERY (1977)
 AQ0889
 AQ0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AQ0889'RECOVERED IN GOOD CONDITION.
 AQ0889
 AQ0889                          STATION RECOVERY (1978)
 AQ0889
 AQ0889'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AQ0889'RECOVERED IN GOOD CONDITION.
 AQ0889
 AQ0889                          STATION RECOVERY (1987)
 AQ0889
 AQ0889'RECOVERY NOTE BY US POWER SQUADRON 1987 (JD)
 AQ0889'RECOVERED IN GOOD CONDITION.
 AQ0889
 AQ0889                          STATION RECOVERY (1987)
 AQ0889
 AQ0889'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ0889'RECOVERED AS DESCRIBED.
 AQ0889
 AQ0889                          STATION RECOVERY (1988)
 AQ0889
 AQ0889'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ0889'RECOVERED IN GOOD CONDITION.
 AQ0889
 AQ0889                          STATION RECOVERY (1990)
 AQ0889
 AQ0889'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0889'RECOVERED IN GOOD CONDITION.
 AQ0889
 AQ0889                          STATION RECOVERY (1991)
 AQ0889
 AQ0889'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0889'1.0 KM (0.6 MI) WESTERLY ALONG STATE HIGHWAY 100 (MOODY BOULEVARD)
 AQ0889'FROM THE JUNCTION OF STATE HIGHWAY A1A (OCEAN SHORE BOULEVARD) IN
 AQ0889'FLAGLER BEACH, NEAR THE EAST END OF THE SOUTH CONCRETE WALKWAY OF THE
 AQ0889'HIGHWAY BRIDGE SPANNING SMITH CREEK (ATLANTIC INTRACOASTAL WATERWAY),
 AQ0889'4.9 M (16.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 2.2 M (7.2 FT) EAST
 AQ0889'OF THE WEST ABUTMENT, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AQ0889'HIGHWAY.
 AQ0889
 AQ0889                          STATION RECOVERY (2021)
 AQ0889
 AQ0889'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ0889'THE BRIDGE HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0707 ***********************************************************************
 AQ0707  DESIGNATION -  32 JAS
 AQ0707  PID         -  AQ0707
 AQ0707  STATE/COUNTY-  FL/MARION
 AQ0707  COUNTRY     -  US
 AQ0707  USGS QUAD   -  HALFMOON LAKE (2018)
 AQ0707
 AQ0707                         *CURRENT SURVEY CONTROL
 AQ0707  ______________________________________________________________________
 AQ0707* NAD 83(1986) POSITION- 29 07 52.     (N) 081 45 21.     (W)   SCALED
 AQ0707* NAVD 88 ORTHO HEIGHT -    33.342 (meters)      109.39  (feet) ADJUSTED
 AQ0707  ______________________________________________________________________
 AQ0707  GEOID HEIGHT    -        -28.156 (meters)                     GEOID18
 AQ0707  DYNAMIC HEIGHT  -         33.294 (meters)      109.23  (feet) COMP
 AQ0707  MODELED GRAVITY -    979,233.2   (mgal)                       NAVD 88
 AQ0707
 AQ0707  VERT ORDER      -  FIRST     CLASS II
 AQ0707
 AQ0707.The horizontal coordinates were scaled from a map and have
 AQ0707.an estimated accuracy of +/- 6 seconds.
 AQ0707
 AQ0707.The orthometric height was determined by differential leveling and
 AQ0707.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0707.in June 1991.
 AQ0707
 AQ0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0707.GEOID18 height accuracy estimate available here.
 AQ0707
 AQ0707.Click photographs - Photos may exist for this station.
 AQ0707
 AQ0707.The dynamic height is computed by dividing the NAVD 88
 AQ0707.geopotential number by the normal gravity value computed on the
 AQ0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0707.degrees latitude (g = 980.6199 gals.).
 AQ0707
 AQ0707.The modeled gravity was interpolated from observed gravity values.
 AQ0707
 AQ0707;                    North         East    Units  Estimated Accuracy
 AQ0707;SPC FL W     -   531,590.      223,760.      MT  (+/- 180 meters Scaled)
 AQ0707
 AQ0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN264227(NAD 83)
 AQ0707
 AQ0707                          SUPERSEDED SURVEY CONTROL
 AQ0707
 AQ0707  NGVD 29 (??/??/92)   33.663  (m)          110.44   (f) ADJ UNCH    1 2
 AQ0707
 AQ0707.Superseded values are not recommended for survey control.
 AQ0707
 AQ0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0707.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0707
 AQ0707_MARKER: DB = BENCH MARK DISK
 AQ0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0707_STAMPING: 32 JAS 1966 111
 AQ0707_MARK LOGO: USGS
 AQ0707_PROJECTION: PROJECTING 5 CENTIMETERS
 AQ0707_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0707+STABILITY: SURFACE MOTION
 AQ0707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0707+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 AQ0707
 AQ0707  HISTORY     - Date     Condition        Report By
 AQ0707  HISTORY     - 1966     MONUMENTED       USGS
 AQ0707  HISTORY     - 1968     GOOD             CGS
 AQ0707  HISTORY     - 1990     GOOD             USPSQD
 AQ0707  HISTORY     - 1990     GOOD             USPSQD
 AQ0707  HISTORY     - 20040415 GOOD             FLDEP
 AQ0707  HISTORY     - 20040721 GOOD             FLDEP
 AQ0707  HISTORY     - 20050409 GOOD             USPSQD
 AQ0707
 AQ0707                          STATION DESCRIPTION
 AQ0707
 AQ0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0707'18.1 MI W FROM ASTOR.
 AQ0707'ABOUT 14.85 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END OF
 AQ0707'THE DRAWBRIDGE OVER ST. JOHNS RIVER AT ASTOR, THENCE ABOUT
 AQ0707'3.25 MILES SOUTH ALONG FOREST SERVICE ROAD 88, NEAR THE JUNCTION
 AQ0707'OF A SAND TRAIL LEADING WEST, ABOUT 0.8 MILE SOUTH OF THE
 AQ0707'JUNCTION OF FOREST SERVICE ROAD 99 LEADING EAST, 30 FEET WEST OF
 AQ0707'THE CENTER LINE OF THE ROAD, 29 FEET NORTH OF THE CENTER LINE
 AQ0707'OF THE TRAIL, 18.4 FEET EAST-NORTHEAST OF A 2-BY-2-INCH WOODEN
 AQ0707'POST PROJECTING 5 FEET ABOVE THE GROUND WITH S 62 A CUT IN THE
 AQ0707'SIDE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AQ0707'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 AQ0707'ABOVE THE LEVEL OF THE GROUND.
 AQ0707
 AQ0707                          STATION RECOVERY (1990)
 AQ0707
 AQ0707'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0707'RECOVERED IN GOOD CONDITION.
 AQ0707
 AQ0707                          STATION RECOVERY (1990)
 AQ0707
 AQ0707'RECOVERY NOTE BY US POWER SQUADRON 1990 (JS)
 AQ0707'RECOVERED IN GOOD CONDITION.
 AQ0707
 AQ0707                          STATION RECOVERY (2004)
 AQ0707
 AQ0707'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ0707'RECOVERED IN GOOD CONDITION.
 AQ0707'
 AQ0707'NOTE FOREST SERVICE ROAD HAS BEEN RENUMBERED TO 588.
 AQ0707
 AQ0707                          STATION RECOVERY (2004)
 AQ0707
 AQ0707'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 AQ0707'RECOVERED AS DESCRIBED.
 AQ0707
 AQ0707                          STATION RECOVERY (2005)
 AQ0707
 AQ0707'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJM)
 AQ0707'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0177 ***********************************************************************
 BE0177  DESIGNATION -  32 JWM USGS
 BE0177  PID         -  BE0177
 BE0177  STATE/COUNTY-  FL/JACKSON
 BE0177  COUNTRY     -  US
 BE0177  USGS QUAD   -  BASCOM (2018)
 BE0177
 BE0177                         *CURRENT SURVEY CONTROL
 BE0177  ______________________________________________________________________
 BE0177* NAD 83(1986) POSITION- 30 57 39.     (N) 085 07 05.     (W)   SCALED
 BE0177* NAVD 88 ORTHO HEIGHT -    42.555 (meters)      139.62  (feet) ADJUSTED
 BE0177  ______________________________________________________________________
 BE0177  GEOID HEIGHT    -        -27.990 (meters)                     GEOID18
 BE0177  DYNAMIC HEIGHT  -         42.500 (meters)      139.44  (feet) COMP
 BE0177  MODELED GRAVITY -    979,366.2   (mgal)                       NAVD 88
 BE0177
 BE0177  VERT ORDER      -  SECOND    CLASS 0
 BE0177
 BE0177.The horizontal coordinates were scaled from a map and have
 BE0177.an estimated accuracy of +/- 6 seconds.
 BE0177
 BE0177.The orthometric height was determined by differential leveling and
 BE0177.adjusted by the NATIONAL GEODETIC SURVEY
 BE0177.in June 1991.
 BE0177
 BE0177.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0177.GEOID18 height accuracy estimate available here.
 BE0177
 BE0177.Click photographs - Photos may exist for this station.
 BE0177
 BE0177.The dynamic height is computed by dividing the NAVD 88
 BE0177.geopotential number by the normal gravity value computed on the
 BE0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0177.degrees latitude (g = 980.6199 gals.).
 BE0177
 BE0177.The modeled gravity was interpolated from observed gravity values.
 BE0177
 BE0177;                    North         East    Units  Estimated Accuracy
 BE0177;SPC FL N     -   217,520.      540,950.      MT  (+/- 180 meters Scaled)
 BE0177
 BE0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV797267(NAD 83)
 BE0177
 BE0177                          SUPERSEDED SURVEY CONTROL
 BE0177
 BE0177  NGVD 29 (??/??/92)   42.678  (m)          140.02   (f) ADJ UNCH    2 0
 BE0177
 BE0177.Superseded values are not recommended for survey control.
 BE0177
 BE0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0177.See file dsdata.pdf to determine how the superseded data were derived.
 BE0177
 BE0177_MARKER: DD = SURVEY DISK
 BE0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0177_STAMPING: 32JWM 1951 140
 BE0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0177+STABILITY: SURFACE MOTION
 BE0177
 BE0177  HISTORY     - Date     Condition        Report By
 BE0177  HISTORY     - 1951     MONUMENTED       USGS
 BE0177  HISTORY     - 1960     GOOD             CGS
 BE0177  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0177
 BE0177                          STATION DESCRIPTION
 BE0177
 BE0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BE0177'2.3 MI N FROM BASCOM.
 BE0177'2.3 MILES NORTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE AT
 BE0177'BASCOM, AT THE SOUTH END OF A CURVE IN THE HIGHWAY, AT A JUNCTION
 BE0177'WITH A GRADED DIRT ROAD LEADING NORTH, 38 FT. WEST NORTHWEST
 BE0177'OF THE CENTER LINE OF THE HIGHWAY, 29 FT. WEST OF THE CENTER
 BE0177'LINE OF THE GRADED DIRT ROAD 8 FT. SOUTH OF A 24 INCH OAK TREE,
 BE0177'44 FT. EAST OF A FENCE, 1.5 FT. SOUTH OF A STEEL WITNESS POST,
 BE0177'SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 0.4 FT. ABOVE
 BE0177'THE GROUND.
 BE0177
 BE0177                          STATION RECOVERY (2001)
 BE0177
 BE0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0177'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG4289 ***********************************************************************
 DG4289  DESIGNATION -  32.50
 DG4289  PID         -  DG4289
 DG4289  STATE/COUNTY-  FL/OKEECHOBEE
 DG4289  COUNTRY     -  US
 DG4289  USGS QUAD   -  TAYLOR CREEK SE (2018)
 DG4289
 DG4289                         *CURRENT SURVEY CONTROL
 DG4289  ______________________________________________________________________
 DG4289* NAD 83(1986) POSITION- 27 17 45.0    (N) 080 49 38.7    (W)   HD_HELD2
 DG4289* NAVD 88 ORTHO HEIGHT -     9.535 (meters)       31.28  (feet) ADJUSTED
 DG4289  ______________________________________________________________________
 DG4289  GEOID HEIGHT    -        -26.676 (meters)                     GEOID18
 DG4289  DYNAMIC HEIGHT  -          9.520 (meters)       31.23  (feet) COMP
 DG4289  MODELED GRAVITY -    979,106.6   (mgal)                       NAVD 88
 DG4289
 DG4289  VERT ORDER      -  FIRST     CLASS II
 DG4289
 DG4289.The horizontal coordinates were established by autonomous hand held GPS
 DG4289.observations and have an estimated accuracy of +/- 10 meters.
 DG4289
 DG4289.The orthometric height was determined by differential leveling and
 DG4289.adjusted by the NATIONAL GEODETIC SURVEY
 DG4289.in May 2004.
 DG4289
 DG4289.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4289.GEOID18 height accuracy estimate available here.
 DG4289
 DG4289.Click photographs - Photos may exist for this station.
 DG4289
 DG4289.The dynamic height is computed by dividing the NAVD 88
 DG4289.geopotential number by the normal gravity value computed on the
 DG4289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4289.degrees latitude (g = 980.6199 gals.).
 DG4289
 DG4289.The modeled gravity was interpolated from observed gravity values.
 DG4289
 DG4289;                    North         East    Units  Estimated Accuracy
 DG4289;SPC FL E     -   328,194.      217,084.      MT  (+/- 10 meters HH2 GPS)
 DG4289
 DG4289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1707719213(NAD 83)
 DG4289
 DG4289                          SUPERSEDED SURVEY CONTROL
 DG4289
 DG4289.No superseded survey control is available for this station.
 DG4289
 DG4289_MARKER: DD = SURVEY DISK
 DG4289_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG4289_SP_SET: BRIDGE WINGWALL
 DG4289_STAMPING: 32.50
 DG4289_MARK LOGO: FLSRD
 DG4289_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4289+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2021
 DG4289
 DG4289  HISTORY     - Date     Condition        Report By
 DG4289  HISTORY     - UNK      MONUMENTED       FLSRD
 DG4289  HISTORY     - 20020601 GOOD             FLDEP
 DG4289  HISTORY     - 20170228 GOOD             AMEC
 DG4289  HISTORY     - 20211116 GOOD             GEOCAC
 DG4289
 DG4289                          STATION DESCRIPTION
 DG4289
 DG4289'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG4289'THE MARK IS ABOUT 3.5 MI NORTH OF OKEECHOBEE, IN SECTION 34, TOWNSHIP
 DG4289'36 SOUTH, RANGE 35 EAST.
 DG4289'
 DG4289'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 (U.S. HIGHWAY
 DG4289'98, PARK STREET) AND U.S. HIGHWAY 441 (PARROTT STREET) IN OKEECHOBEE,
 DG4289'GO NORTH ON U.S. HIGHWAY 441 (PARROTT STREET) FOR 3.55 MI TO THE SOUTH
 DG4289'END OF THE BRIDGE SPANNING TAYLOR CREEK AND THE MARK ON THE RIGHT.
 DG4289'
 DG4289'IT IS SET FLUSH IN THE TOP OF THE SOUTHEAST BRIDGE WINGWALL ABOUT 1.7
 DG4289'FT ABOVE THE LEVEL OF THE GROUND AND ABOUT 1.0 FT ABOVE THE LEVEL OF
 DG4289'U.S. HIGHWAY 441.  LOCATED 18.4 FT EAST OF THE CENTERLINE OF U.S.
 DG4289'HIGHWAY 441 AND 0.5 FT WEST OF THE EAST END OF THE WINGWALL.
 DG4289
 DG4289                          STATION RECOVERY (2017)
 DG4289
 DG4289'RECOVERY NOTE BY AMEC EARTH & ENVIRONMENTAL 2017 (JH)
 DG4289'RECOVERED IN GOOD CONDITION.
 DG4289
 DG4289                          STATION RECOVERY (2021)
 DG4289
 DG4289'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DG4289'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG4290 ***********************************************************************
 DG4290  DESIGNATION -  32.57
 DG4290  PID         -  DG4290
 DG4290  STATE/COUNTY-  FL/OKEECHOBEE
 DG4290  COUNTRY     -  US
 DG4290  USGS QUAD   -  TAYLOR CREEK SE (2018)
 DG4290
 DG4290                         *CURRENT SURVEY CONTROL
 DG4290  ______________________________________________________________________
 DG4290* NAD 83(1986) POSITION- 27 17 47.4    (N) 080 49 38.8    (W)   HD_HELD2
 DG4290* NAVD 88 ORTHO HEIGHT -     9.547 (meters)       31.32  (feet) ADJUSTED
 DG4290  ______________________________________________________________________
 DG4290  GEOID HEIGHT    -        -26.676 (meters)                     GEOID18
 DG4290  DYNAMIC HEIGHT  -          9.532 (meters)       31.27  (feet) COMP
 DG4290  MODELED GRAVITY -    979,106.9   (mgal)                       NAVD 88
 DG4290
 DG4290  VERT ORDER      -  FIRST     CLASS II
 DG4290
 DG4290.The horizontal coordinates were established by autonomous hand held GPS
 DG4290.observations and have an estimated accuracy of +/- 10 meters.
 DG4290
 DG4290.The orthometric height was determined by differential leveling and
 DG4290.adjusted by the NATIONAL GEODETIC SURVEY
 DG4290.in May 2004.
 DG4290
 DG4290.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG4290.GEOID18 height accuracy estimate available here.
 DG4290
 DG4290.Click photographs - Photos may exist for this station.
 DG4290
 DG4290.The dynamic height is computed by dividing the NAVD 88
 DG4290.geopotential number by the normal gravity value computed on the
 DG4290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG4290.degrees latitude (g = 980.6199 gals.).
 DG4290
 DG4290.The modeled gravity was interpolated from observed gravity values.
 DG4290
 DG4290;                    North         East    Units  Estimated Accuracy
 DG4290;SPC FL E     -   328,268.      217,081.      MT  (+/- 10 meters HH2 GPS)
 DG4290
 DG4290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1707519287(NAD 83)
 DG4290
 DG4290                          SUPERSEDED SURVEY CONTROL
 DG4290
 DG4290.No superseded survey control is available for this station.
 DG4290
 DG4290_MARKER: DD = SURVEY DISK
 DG4290_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG4290_SP_SET: BRIDGE WINGWALL
 DG4290_STAMPING: 32.57
 DG4290_MARK LOGO: FLSRD
 DG4290_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG4290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG4290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG4290+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2021
 DG4290
 DG4290  HISTORY     - Date     Condition        Report By
 DG4290  HISTORY     - UNK      MONUMENTED       FLSRD
 DG4290  HISTORY     - 20020601 GOOD             FLDEP
 DG4290  HISTORY     - 20211116 GOOD             GEOCAC
 DG4290
 DG4290                          STATION DESCRIPTION
 DG4290
 DG4290'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG4290'THE MARK IS ABOUT 3.5 MI NORTH OF OKEECHOBEE, IN SECTION 34, TOWNSHIP
 DG4290'36 SOUTH, RANGE 35
 DG4290'EAST.
 DG4290'
 DG4290'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 (U.S. HIGHWAY
 DG4290'98, PARK STREET)
 DG4290'AND U.S. HIGHWAY 441 (PARROTT STREET) IN OKEECHOBEE, GO NORTH ON U.S.
 DG4290'HIGHWAY 441
 DG4290'(PARROTT STREET) FOR 3.6 MI TO THE NORTH END OF THE BRIDGE SPANNING
 DG4290'TAYLOR CREEK AND
 DG4290'THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE NORTHWEST BRIDGE
 DG4290'WINGWALL ABOUT 1.0
 DG4290'FT ABOVE THE LEVEL OF U.S. HIGHWAY 441.
 DG4290'
 DG4290'LOCATED 18.4 FT WEST OF THE CENTERLINE OF U.S. HIGHWAY 441 AND 0.5 FT
 DG4290'EAST OF THE WEST
 DG4290'END OF THE WINGWALL.
 DG4290'
 DG4290
 DG4290                          STATION RECOVERY (2021)
 DG4290
 DG4290'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DG4290'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7679 ***********************************************************************
 AG7679  DESIGNATION -  32.80
 AG7679  PID         -  AG7679
 AG7679  STATE/COUNTY-  FL/MANATEE
 AG7679  COUNTRY     -  US
 AG7679  USGS QUAD   -  PARRISH (2018)
 AG7679
 AG7679                         *CURRENT SURVEY CONTROL
 AG7679  ______________________________________________________________________
 AG7679* NAD 83(1986) POSITION- 27 32 34.0    (N) 082 25 34.0    (W)   HD_HELD2
 AG7679* NAVD 88 ORTHO HEIGHT -     9.709 (meters)       31.85  (feet) ADJUSTED
 AG7679  ______________________________________________________________________
 AG7679  GEOID HEIGHT    -        -24.692 (meters)                     GEOID18
 AG7679  DYNAMIC HEIGHT  -          9.694 (meters)       31.80  (feet) COMP
 AG7679  MODELED GRAVITY -    979,139.3   (mgal)                       NAVD 88
 AG7679
 AG7679  VERT ORDER      -  SECOND    CLASS I
 AG7679
 AG7679.The horizontal coordinates were established by autonomous hand held GPS
 AG7679.observations and have an estimated accuracy of +/- 10 meters.
 AG7679
 AG7679.The orthometric height was determined by differential leveling and
 AG7679.adjusted by the NATIONAL GEODETIC SURVEY
 AG7679.in June 1991.
 AG7679
 AG7679.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7679.GEOID18 height accuracy estimate available here.
 AG7679
 AG7679.Click photographs - Photos may exist for this station.
 AG7679
 AG7679.The dynamic height is computed by dividing the NAVD 88
 AG7679.geopotential number by the normal gravity value computed on the
 AG7679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7679.degrees latitude (g = 980.6199 gals.).
 AG7679
 AG7679.The modeled gravity was interpolated from observed gravity values.
 AG7679
 AG7679;                    North         East    Units  Estimated Accuracy
 AG7679;SPC FL W     -   355,617.      157,914.      MT  (+/- 10 meters HH2 GPS)
 AG7679
 AG7679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5918547365(NAD 83)
 AG7679
 AG7679                          SUPERSEDED SURVEY CONTROL
 AG7679
 AG7679.No superseded survey control is available for this station.
 AG7679
 AG7679_STAMPING: ELEV. 32.80
 AG7679_MARK LOGO: FL-081
 AG7679_PROJECTION: FLUSH
 AG7679
 AG7679  HISTORY     - Date     Condition        Report By
 AG7679  HISTORY     - UNK      MONUMENTED       FL-081
 AG7679  HISTORY     - 1983     GOOD             FLDNR
 AG7679  HISTORY     - 20081106 MARK NOT FOUND   FL-081
 AG7679  HISTORY     - 20140329 MARK NOT FOUND   FLDEP
 AG7679
 AG7679                          STATION DESCRIPTION
 AG7679
 AG7679'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7679'2.25 MI SOUTH FROM PARRISH.
 AG7679'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7679'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7679'1.05 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK IS ALONG A
 AG7679'BARBED WIRE FENCE ON THE EAST SIDE OF THE ROAD, ABOUT 2000 FEET SOUTH
 AG7679'OF THE JUNCTION OF OLD TAMPA ROAD, 54 FEET SOUTH OF A CROSSOVER PIPE
 AG7679'UNDER THE ROAD, AND 8 FEET EAST OF A POWER POLE.
 AG7679
 AG7679                          STATION RECOVERY (2008)
 AG7679
 AG7679'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7679'MARK NOT FOUND.
 AG7679
 AG7679                          STATION RECOVERY (2014)
 AG7679
 AG7679'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (PBM)
 AG7679'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0187 ***********************************************************************
 AG0187  DESIGNATION -  320
 AG0187  PID         -  AG0187
 AG0187  STATE/COUNTY-  FL/PINELLAS
 AG0187  COUNTRY     -  US
 AG0187  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0187
 AG0187                         *CURRENT SURVEY CONTROL
 AG0187  ______________________________________________________________________
 AG0187* NAD 83(1986) POSITION- 27 47 31.     (N) 082 43 41.     (W)   SCALED
 AG0187* NAVD 88 ORTHO HEIGHT -     3.779 (meters)       12.40  (feet) ADJUSTED
 AG0187  ______________________________________________________________________
 AG0187  GEOID HEIGHT    -        -24.429 (meters)                     GEOID18
 AG0187  DYNAMIC HEIGHT  -          3.773 (meters)       12.38  (feet) COMP
 AG0187  MODELED GRAVITY -    979,177.6   (mgal)                       NAVD 88
 AG0187
 AG0187  VERT ORDER      -  SECOND    CLASS II
 AG0187
 AG0187.The horizontal coordinates were scaled from a map and have
 AG0187.an estimated accuracy of +/- 6 seconds.
 AG0187
 AG0187.The orthometric height was determined by differential leveling and
 AG0187.adjusted by the NATIONAL GEODETIC SURVEY
 AG0187.in June 1991.
 AG0187
 AG0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0187.GEOID18 height accuracy estimate available here.
 AG0187
 AG0187.Click photographs - Photos may exist for this station.
 AG0187
 AG0187.The dynamic height is computed by dividing the NAVD 88
 AG0187.geopotential number by the normal gravity value computed on the
 AG0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0187.degrees latitude (g = 980.6199 gals.).
 AG0187
 AG0187.The modeled gravity was interpolated from observed gravity values.
 AG0187
 AG0187;                    North         East    Units  Estimated Accuracy
 AG0187;SPC FL W     -   383,370.      128,250.      MT  (+/- 180 meters Scaled)
 AG0187
 AG0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297753(NAD 83)
 AG0187
 AG0187                          SUPERSEDED SURVEY CONTROL
 AG0187
 AG0187  NGVD 29 (??/??/92)    4.047  (m)           13.28   (f) ADJ UNCH    2 2
 AG0187
 AG0187.Superseded values are not recommended for survey control.
 AG0187
 AG0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0187.See file dsdata.pdf to determine how the superseded data were derived.
 AG0187
 AG0187_MARKER: DD = SURVEY DISK
 AG0187_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0187_SP_SET: CULVERT HEADWALL
 AG0187_STAMPING: 320
 AG0187_MARK LOGO: FLSRD
 AG0187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0187+STABILITY: SURFACE MOTION
 AG0187
 AG0187  HISTORY     - Date     Condition        Report By
 AG0187  HISTORY     - UNK      MONUMENTED       FLHD
 AG0187  HISTORY     - 1976     GOOD             NGS
 AG0187
 AG0187                          STATION DESCRIPTION
 AG0187
 AG0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0187'IN ST PETERSBURG.
 AG0187'THE STATION IS AT THE INTERSECTION OF U.S. ALT. HWY. 19A (SR-693, 66
 AG0187'ST.) AND SR-595 (TYRONE BLVD., U.S. ALT. HWY. 19).  IN THE N.E.
 AG0187'CORNER, 78.0 FT. WEST OF THE CENTERLINE OF 66TH ST. N., 96.0 FT. N.E.
 AG0187'OF THE CENTERLINE OF S.R. 595.  SET IN THE TOP OF A CONCRETE HEAD
 AG0187'WALL.  SECTION 8, T 31, R 16.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK4045 ***********************************************************************
 AK4045  DESIGNATION -  320 T
 AK4045  PID         -  AK4045
 AK4045  STATE/COUNTY-  FL/BREVARD
 AK4045  COUNTRY     -  US
 AK4045  USGS QUAD   -  MELBOURNE EAST (2018)
 AK4045
 AK4045                         *CURRENT SURVEY CONTROL
 AK4045  ______________________________________________________________________
 AK4045* NAD 83(1986) POSITION- 28 02 56.     (N) 080 32 55.     (W)   SCALED
 AK4045* NAVD 88 ORTHO HEIGHT -     4.737 (meters)       15.54  (feet) ADJUSTED
 AK4045  ______________________________________________________________________
 AK4045  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 AK4045  DYNAMIC HEIGHT  -          4.730 (meters)       15.52  (feet) COMP
 AK4045  MODELED GRAVITY -    979,176.4   (mgal)                       NAVD 88
 AK4045
 AK4045  VERT ORDER      -  SECOND    CLASS 0
 AK4045
 AK4045.The horizontal coordinates were scaled from a map and have
 AK4045.an estimated accuracy of +/- 6 seconds.
 AK4045
 AK4045.The orthometric height was determined by differential leveling and
 AK4045.adjusted by the NATIONAL GEODETIC SURVEY
 AK4045.in June 1991.
 AK4045
 AK4045.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK4045.GEOID18 height accuracy estimate available here.
 AK4045
 AK4045.Click photographs - Photos may exist for this station.
 AK4045
 AK4045.The dynamic height is computed by dividing the NAVD 88
 AK4045.geopotential number by the normal gravity value computed on the
 AK4045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK4045.degrees latitude (g = 980.6199 gals.).
 AK4045
 AK4045.The modeled gravity was interpolated from observed gravity values.
 AK4045
 AK4045;                    North         East    Units  Estimated Accuracy
 AK4045;SPC FL E     -   411,710.      244,380.      MT  (+/- 180 meters Scaled)
 AK4045
 AK4045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM443027(NAD 83)
 AK4045
 AK4045                          SUPERSEDED SURVEY CONTROL
 AK4045
 AK4045  NGVD 29 (??/??/92)    5.173  (m)           16.97   (f) ADJ UNCH    2 0
 AK4045
 AK4045.Superseded values are not recommended for survey control.
 AK4045
 AK4045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK4045.See file dsdata.pdf to determine how the superseded data were derived.
 AK4045
 AK4045_STAMPING: 320 T
 AK4045
 AK4045  HISTORY     - Date     Condition        Report By
 AK4045  HISTORY     - UNK      MONUMENTED       CGS
 AK4045  HISTORY     - 1970     GOOD             NGS
 AK4045  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AK4045  HISTORY     - 20020804 MARK NOT FOUND   USPSQD
 AK4045  HISTORY     - 20191018 MARK NOT FOUND   GEOCAC
 AK4045
 AK4045                          STATION DESCRIPTION
 AK4045
 AK4045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK4045'1.6 MI S FROM MELBOURNE BEACH.
 AK4045'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE POST
 AK4045'OFFICE AT MELBOURNE BEACH, AT THE MELBOURNE BEACH TRACKING
 AK4045'STATION, SET IN THE TOP OF A SMALL CONCRETE PAD, 45.6 FEET EAST
 AK4045'OF THE NORTHEAST CORNER OF THEODOLITE BUILDING 1.80, 32.6 FEET
 AK4045'WEST OF A FENCE LINE, 50 FEET SOUTH OF DOLITE 2 DESCRIBED AND
 AK4045'ABOUT LEVEL WITH THE HIGHWAY.  SEC 17, T28S, R38E.
 AK4045
 AK4045                          STATION RECOVERY (1987)
 AK4045
 AK4045'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK4045'MARK NOT FOUND.
 AK4045
 AK4045                          STATION RECOVERY (2002)
 AK4045
 AK4045'RECOVERY NOTE BY US POWER SQUADRON 2002 (RMP)
 AK4045'MARK NOT FOUND.
 AK4045
 AK4045                          STATION RECOVERY (2019)
 AK4045
 AK4045'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK4045'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2797 ***********************************************************************
 AD2797  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2797  DESIGNATION -  3205
 AD2797  PID         -  AD2797
 AD2797  STATE/COUNTY-  FL/PALM BEACH
 AD2797  COUNTRY     -  US
 AD2797  USGS QUAD   -  PALM BEACH (2018)
 AD2797
 AD2797                         *CURRENT SURVEY CONTROL
 AD2797  ______________________________________________________________________
 AD2797* NAD 83(1986) POSITION- 26 38 41.     (N) 080 02 40.     (W)   SCALED
 AD2797* NAVD 88 ORTHO HEIGHT -     0.967 (meters)        3.17  (feet) ADJUSTED
 AD2797  ______________________________________________________________________
 AD2797  GEOID HEIGHT    -        -26.406 (meters)                     GEOID18
 AD2797  DYNAMIC HEIGHT  -          0.965 (meters)        3.17  (feet) COMP
 AD2797  MODELED GRAVITY -    979,113.4   (mgal)                       NAVD 88
 AD2797
 AD2797  VERT ORDER      -  SECOND    CLASS I
 AD2797
 AD2797.The horizontal coordinates were scaled from a map and have
 AD2797.an estimated accuracy of +/- 6 seconds.
 AD2797
 AD2797.The orthometric height was determined by differential leveling and
 AD2797.adjusted by the NATIONAL GEODETIC SURVEY
 AD2797.in May 2010.
 AD2797
 AD2797.No vertical observational check was made to the station.
 AD2797
 AD2797.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2797.GEOID18 height accuracy estimate available here.
 AD2797
 AD2797.This Tidal Bench Mark is designated as VM 18770
 AD2797.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2797
 AD2797.Click photographs - Photos may exist for this station.
 AD2797
 AD2797.The dynamic height is computed by dividing the NAVD 88
 AD2797.geopotential number by the normal gravity value computed on the
 AD2797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2797.degrees latitude (g = 980.6199 gals.).
 AD2797
 AD2797.The modeled gravity was interpolated from observed gravity values.
 AD2797
 AD2797;                    North         East    Units  Estimated Accuracy
 AD2797;SPC FL E     -   256,400.      295,140.      MT  (+/- 180 meters Scaled)
 AD2797
 AD2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK951474(NAD 83)
 AD2797
 AD2797                          SUPERSEDED SURVEY CONTROL
 AD2797
 AD2797  NAVD 88 (06/15/91)    1.072  (m)            3.52   (f) SUPERSEDED  1 1
 AD2797  NGVD 29 (??/??/92)    1.584  (m)            5.20   (f) SUPERSEDED  1 1
 AD2797  NGVD 29 (09/01/92)    1.537  (m)            5.04   (f) ADJUSTED    1 1
 AD2797
 AD2797.Superseded values are not recommended for survey control.
 AD2797
 AD2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2797.See file dsdata.pdf to determine how the superseded data were derived.
 AD2797
 AD2797_MARKER: DD = SURVEY DISK
 AD2797_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AD2797_STAMPING: FCE 3205 1969 JAX FLA
 AD2797_MARK LOGO: USACE
 AD2797_PROJECTION: FLUSH
 AD2797_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2797+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2006
 AD2797
 AD2797  HISTORY     - Date     Condition        Report By
 AD2797  HISTORY     - 1969     MONUMENTED       USACE
 AD2797  HISTORY     - 1970     GOOD             NGS
 AD2797  HISTORY     - 1973     GOOD             NGS
 AD2797  HISTORY     - 1980     GOOD             FLDNR
 AD2797  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD2797  HISTORY     - 19940619 MARK NOT FOUND   USPSQD
 AD2797  HISTORY     - 19950602 MARK NOT FOUND   USPSQD
 AD2797  HISTORY     - 20010104 MARK NOT FOUND   USPSQD
 AD2797  HISTORY     - 20020125 MARK NOT FOUND   USPSQD
 AD2797  HISTORY     - 20030317 MARK NOT FOUND   USPSQD
 AD2797  HISTORY     - 20040412 GOOD             USPSQD
 AD2797  HISTORY     - 20050415 GOOD             USPSQD
 AD2797  HISTORY     - 20060429 GOOD             USPSQD
 AD2797  HISTORY     - 20060816 GOOD             FLDEP
 AD2797  HISTORY     - 20250522 MARK NOT FOUND   GEOCAC
 AD2797
 AD2797                          STATION DESCRIPTION
 AD2797
 AD2797'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2797'AT WEST PALM BEACH.
 AD2797'AT WEST PALM BEACH, ALONG THE WEST BANK OF THE INTRACOASTAL
 AD2797'WATERWAY, ABOUT 0.7 MILE EAST ALONG GREGORY ROAD FROM THE
 AD2797'INTERSECTION OF U.S. HIGHWAY 1, NEAR THE NORTHWEST JUNCTION OF THE
 AD2797'INTRACOASTAL WATERWAY AND THE WEST PALM BEACH CANAL LEADING
 AD2797'WESTERLY, 135.8 FEET SOUTH OF TIDAL BM 1 DESCRIBED, 9 1/2 FEET
 AD2797'NORTH OF THE STEEL PIPE FOR THE FLOATWELL FOR TIDE GAUGE, 2.5
 AD2797'FEET WEST OF THE EAST FACE OF THE BULKHEAD AND SET IN THE TOP
 AD2797'OF A CONCRETE POST WHICH IS PARTLY CONNECTED TO THE BULKHEAD.
 AD2797
 AD2797                          STATION RECOVERY (1973)
 AD2797
 AD2797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2797'RECOVERED IN GOOD CONDITION.
 AD2797
 AD2797                          STATION RECOVERY (1980)
 AD2797
 AD2797'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2797'RECOVERED IN GOOD CONDITION.
 AD2797
 AD2797                          STATION RECOVERY (1990)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2797'MARK NOT FOUND.
 AD2797
 AD2797                          STATION RECOVERY (1994)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2797'MARK NOT FOUND.
 AD2797
 AD2797                          STATION RECOVERY (1995)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2797'MARK NOT FOUND.
 AD2797
 AD2797                          STATION RECOVERY (2001)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 AD2797'SEAWALL AND POOL AREA COVERED BY PATIO BRICKS.  MAY BE UNDER BRICKS.
 AD2797'
 AD2797
 AD2797                          STATION RECOVERY (2002)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 AD2797'MARK NOT FOUND.
 AD2797
 AD2797                          STATION RECOVERY (2003)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2797'MARK NOT FOUND.
 AD2797
 AD2797                          STATION RECOVERY (2004)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2797'LOCATED ON THE PROPERTY OF 8020 FLAGLER CT. IT IS LOCATED AT THE
 AD2797'45 DEGREE BEND IN THE SEAWALL.
 AD2797
 AD2797                          STATION RECOVERY (2005)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2797'RECOVERED IN GOOD CONDITION.
 AD2797
 AD2797                          STATION RECOVERY (2006)
 AD2797
 AD2797'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 AD2797'RECOVERED IN GOOD CONDITION.
 AD2797
 AD2797                          STATION RECOVERY (2006)
 AD2797
 AD2797'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD2797'RECOVERED IN GOOD CONDITION.
 AD2797
 AD2797                          STATION RECOVERY (2025)
 AD2797
 AD2797'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD2797'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0178 ***********************************************************************
 AG0178  DESIGNATION -  321
 AG0178  PID         -  AG0178
 AG0178  STATE/COUNTY-  FL/PINELLAS
 AG0178  COUNTRY     -  US
 AG0178  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0178
 AG0178                         *CURRENT SURVEY CONTROL
 AG0178  ______________________________________________________________________
 AG0178* NAD 83(1986) POSITION- 27 48 19.     (N) 082 43 41.     (W)   SCALED
 AG0178* NAVD 88 ORTHO HEIGHT -     3.823 (meters)       12.54  (feet) ADJUSTED
 AG0178  ______________________________________________________________________
 AG0178  GEOID HEIGHT    -        -24.446 (meters)                     GEOID18
 AG0178  DYNAMIC HEIGHT  -          3.817 (meters)       12.52  (feet) COMP
 AG0178  MODELED GRAVITY -    979,178.6   (mgal)                       NAVD 88
 AG0178
 AG0178  VERT ORDER      -  SECOND    CLASS II
 AG0178
 AG0178.The horizontal coordinates were scaled from a map and have
 AG0178.an estimated accuracy of +/- 6 seconds.
 AG0178
 AG0178.The orthometric height was determined by differential leveling and
 AG0178.adjusted by the NATIONAL GEODETIC SURVEY
 AG0178.in June 1991.
 AG0178
 AG0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0178.GEOID18 height accuracy estimate available here.
 AG0178
 AG0178.Click photographs - Photos may exist for this station.
 AG0178
 AG0178.The dynamic height is computed by dividing the NAVD 88
 AG0178.geopotential number by the normal gravity value computed on the
 AG0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0178.degrees latitude (g = 980.6199 gals.).
 AG0178
 AG0178.The modeled gravity was interpolated from observed gravity values.
 AG0178
 AG0178;                    North         East    Units  Estimated Accuracy
 AG0178;SPC FL W     -   384,840.      128,260.      MT  (+/- 180 meters Scaled)
 AG0178
 AG0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297768(NAD 83)
 AG0178
 AG0178                          SUPERSEDED SURVEY CONTROL
 AG0178
 AG0178  NGVD 29 (??/??/92)    4.089  (m)           13.42   (f) ADJ UNCH    2 2
 AG0178
 AG0178.Superseded values are not recommended for survey control.
 AG0178
 AG0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0178.See file dsdata.pdf to determine how the superseded data were derived.
 AG0178
 AG0178_MARKER: DD = SURVEY DISK
 AG0178_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0178_SP_SET: CULVERT HEADWALL
 AG0178_STAMPING: 321
 AG0178_MARK LOGO: FLHD
 AG0178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0178+STABILITY: SURFACE MOTION
 AG0178
 AG0178  HISTORY     - Date     Condition        Report By
 AG0178  HISTORY     - 1976     MONUMENTED       FLHD
 AG0178  HISTORY     - 1976     GOOD             NGS
 AG0178  HISTORY     - 1977     GOOD             FL-103
 AG0178  HISTORY     - 19980422 MARK NOT FOUND   USPSQD
 AG0178  HISTORY     - 20081009 GOOD             PINCPW
 AG0178
 AG0178                          STATION DESCRIPTION
 AG0178
 AG0178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0178'IN ST PETERSBURG.
 AG0178'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0178'(SR-693, 66 ST.) AND SR-595 (TYRONE BLVD., U.S. ALT. HWY. 19).  RUN
 AG0178'NORTHERLY ON U.S. ALT. HWY. 19A FOR 0.90 MILE, STATION ON RIGHT 59.7
 AG0178'FT. EAST OF THE CENTERLINE OF 66TH ST., 44.7 FT. S.S.E. OF A POWER
 AG0178'LIGHT POLE (NUMBER X-1034).  SET IN THE TOP OF A CONCRETE HEAD WALL.
 AG0178'SECTION 8, T31, R16.
 AG0178
 AG0178                          STATION RECOVERY (1977)
 AG0178
 AG0178'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0178'RECOVERED IN GOOD CONDITION.
 AG0178
 AG0178                          STATION RECOVERY (1998)
 AG0178
 AG0178'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0178'MARK NOT FOUND.
 AG0178
 AG0178                          STATION RECOVERY (2008)
 AG0178
 AG0178'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0178'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0179 ***********************************************************************
 AG0179  DESIGNATION -  322
 AG0179  PID         -  AG0179
 AG0179  STATE/COUNTY-  FL/PINELLAS
 AG0179  COUNTRY     -  US
 AG0179  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0179
 AG0179                         *CURRENT SURVEY CONTROL
 AG0179  ______________________________________________________________________
 AG0179* NAD 83(1986) POSITION- 27 48 36.8    (N) 082 43 42.4    (W)   HD_HELD2
 AG0179* NAVD 88 ORTHO HEIGHT -     3.713 (meters)       12.18  (feet) ADJUSTED
 AG0179  ______________________________________________________________________
 AG0179  GEOID HEIGHT    -        -24.453 (meters)                     GEOID18
 AG0179  DYNAMIC HEIGHT  -          3.707 (meters)       12.16  (feet) COMP
 AG0179  MODELED GRAVITY -    979,178.9   (mgal)                       NAVD 88
 AG0179
 AG0179  VERT ORDER      -  SECOND    CLASS II
 AG0179
 AG0179.The horizontal coordinates were established by autonomous hand held GPS
 AG0179.observations and have an estimated accuracy of +/- 10 meters.
 AG0179
 AG0179.The orthometric height was determined by differential leveling and
 AG0179.adjusted by the NATIONAL GEODETIC SURVEY
 AG0179.in June 1991.
 AG0179
 AG0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0179.GEOID18 height accuracy estimate available here.
 AG0179
 AG0179.Click photographs - Photos may exist for this station.
 AG0179
 AG0179.The dynamic height is computed by dividing the NAVD 88
 AG0179.geopotential number by the normal gravity value computed on the
 AG0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0179.degrees latitude (g = 980.6199 gals.).
 AG0179
 AG0179.The modeled gravity was interpolated from observed gravity values.
 AG0179
 AG0179;                    North         East    Units  Estimated Accuracy
 AG0179;SPC FL W     -   385,392.      128,227.      MT  (+/- 10 meters HH2 GPS)
 AG0179
 AG0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2974377378(NAD 83)
 AG0179
 AG0179                          SUPERSEDED SURVEY CONTROL
 AG0179
 AG0179  NGVD 29 (??/??/92)    3.979  (m)           13.05   (f) ADJ UNCH    2 2
 AG0179
 AG0179.Superseded values are not recommended for survey control.
 AG0179
 AG0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0179.See file dsdata.pdf to determine how the superseded data were derived.
 AG0179
 AG0179_MARKER: DD = SURVEY DISK
 AG0179_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0179_SP_SET: CULVERT
 AG0179_STAMPING: 322
 AG0179_MARK LOGO: FLHD
 AG0179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0179+STABILITY: SURFACE MOTION
 AG0179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0179+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2018
 AG0179
 AG0179  HISTORY     - Date     Condition        Report By
 AG0179  HISTORY     - UNK      MONUMENTED       FLHD
 AG0179  HISTORY     - 1976     GOOD             NGS
 AG0179  HISTORY     - 19980422 GOOD             USPSQD
 AG0179  HISTORY     - 20080930 GOOD             PINCPW
 AG0179  HISTORY     - 20180628 GOOD             SWFWMD
 AG0179  HISTORY     - 20180925 GOOD             SWFWMD
 AG0179
 AG0179                          STATION DESCRIPTION
 AG0179
 AG0179'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0179'IN KENNETH CITY.
 AG0179'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0179'(SR-693, 66 ST.) AND SR-595 (TYRONE BLVD., U.S. ALT. HWY. 19).  RUN
 AG0179'NORTHERLY ON U.S. ALT. HWY. 19A FOR 1.25 MILES TO 42 AVE. N.  STATION
 AG0179'ON RIGHT, IN THE N.E. CORNER, 62.0 FT. EAST OF THE CENTERLINE OF 66
 AG0179'ST., 75.0 FT. NORTH OF THE CENTERLINE OF 42 AVE. N.  SET IN THE TOP OF
 AG0179'A CONCRETE HEAD WALL.  SECTION 5, T 31, R 16.
 AG0179
 AG0179                          STATION RECOVERY (1998)
 AG0179
 AG0179'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0179'RECOVERED IN GOOD CONDITION.
 AG0179
 AG0179                          STATION RECOVERY (2008)
 AG0179
 AG0179'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0179'RECOVERED IN GOOD CONDITION.
 AG0179
 AG0179                          STATION RECOVERY (2018)
 AG0179
 AG0179'RECOVERY NOTE BY SW FL WTR MGMT DIST 2018 (WKH)
 AG0179'RECOVERED IN GOOD CONDITION.
 AG0179
 AG0179                          STATION RECOVERY (2018)
 AG0179
 AG0179'RECOVERY NOTE BY SW FL WTR MGMT DIST 2018 (WKH)
 AG0179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0486 ***********************************************************************
 BC0486  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0486  DESIGNATION -  3229
 BC0486  PID         -  BC0486
 BC0486  STATE/COUNTY-  FL/DUVAL
 BC0486  COUNTRY     -  US
 BC0486  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 BC0486
 BC0486                         *CURRENT SURVEY CONTROL
 BC0486  ______________________________________________________________________
 BC0486* NAD 83(1986) POSITION- 30 19 28.     (N) 081 25 10.     (W)   SCALED
 BC0486* NAVD 88 ORTHO HEIGHT -     9.470 (meters)       31.07  (feet) ADJUSTED
 BC0486  ______________________________________________________________________
 BC0486  GEOID HEIGHT    -        -28.546 (meters)                     GEOID18
 BC0486  DYNAMIC HEIGHT  -          9.457 (meters)       31.03  (feet) COMP
 BC0486  MODELED GRAVITY -    979,357.2   (mgal)                       NAVD 88
 BC0486
 BC0486  VERT ORDER      -  SECOND    CLASS I
 BC0486
 BC0486.The horizontal coordinates were scaled from a map and have
 BC0486.an estimated accuracy of +/- 6 seconds.
 BC0486
 BC0486.The orthometric height was determined by differential leveling and
 BC0486.adjusted by the NATIONAL GEODETIC SURVEY
 BC0486.in June 1991.
 BC0486
 BC0486.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0486.GEOID18 height accuracy estimate available here.
 BC0486
 BC0486.This Tidal Bench Mark is designated as VM 5151
 BC0486.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0486
 BC0486.Click photographs - Photos may exist for this station.
 BC0486
 BC0486.The dynamic height is computed by dividing the NAVD 88
 BC0486.geopotential number by the normal gravity value computed on the
 BC0486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0486.degrees latitude (g = 980.6199 gals.).
 BC0486
 BC0486.The modeled gravity was interpolated from observed gravity values.
 BC0486
 BC0486;                    North         East    Units  Estimated Accuracy
 BC0486;SPC FL E     -   663,910.      159,660.      MT  (+/- 180 meters Scaled)
 BC0486
 BC0486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP596548(NAD 83)
 BC0486
 BC0486                          SUPERSEDED SURVEY CONTROL
 BC0486
 BC0486  NGVD 29 (??/??/92)    9.807  (m)           32.18   (f) SUPERSEDED  2 0
 BC0486  NGVD 29 (09/01/92)    9.801  (m)           32.16   (f) ADJUSTED    2 0
 BC0486
 BC0486.Superseded values are not recommended for survey control.
 BC0486
 BC0486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0486.See file dsdata.pdf to determine how the superseded data were derived.
 BC0486
 BC0486_MARKER: DD = SURVEY DISK
 BC0486_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC0486_SP_SET: BRIDGE WALKWAY
 BC0486_STAMPING: 3229
 BC0486_MARK LOGO: FLDT
 BC0486_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC0486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0486+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 BC0486
 BC0486  HISTORY     - Date     Condition        Report By
 BC0486  HISTORY     - UNK      MONUMENTED       FLHD
 BC0486  HISTORY     - 1970     GOOD             NGS
 BC0486  HISTORY     - 1974     GOOD             NGS
 BC0486  HISTORY     - 1977     GOOD             FLDNR
 BC0486  HISTORY     - 1977     GOOD             FLDNR
 BC0486  HISTORY     - 1987     GOOD             FLDNR
 BC0486  HISTORY     - 19920625 GOOD             FLDNR
 BC0486  HISTORY     - 20030408 MARK NOT FOUND   FLDEP
 BC0486
 BC0486                          STATION DESCRIPTION
 BC0486
 BC0486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0486'1.4 MI W FROM ATLANTIC BEACH.
 BC0486'ABOUT 1.35 MILES WEST ALONG STATE HIGHWAY A 1 A AND 10 FROM
 BC0486'THE JUNCTION OF STATE HIGHWAY A 1 A LEADING SOUTH AT ATLANTIC
 BC0486'BEACH, AT THE STATE HIGHWAY 10 OVERPASS OVER MAYPORT ROAD (STATE
 BC0486'HIGHWAY A 1 A LEADING NORTH), SET ON THE TOP OF THE WEST END
 BC0486'OF THE NORTH CONCRETE WALKWAY FOR THE STATE HIGHWAY 10 OVERPASS,
 BC0486'38 FEET WEST OF THE EXTENDED CENTER LINE OF MAYPORT ROAD (STATE
 BC0486'HIGHWAY A 1 A), 15 FEET NORTH OF THE CENTER LINE OF THE
 BC0486'WESTBOUND LANE OF STATE HIGHWAY 10 AND 0.8 FOOT ABOVE THE LEVEL
 BC0486'OF THE BRIDGE FLOOR.
 BC0486
 BC0486                          STATION RECOVERY (1974)
 BC0486
 BC0486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BC0486'RECOVERED IN GOOD CONDITION.
 BC0486
 BC0486                          STATION RECOVERY (1977)
 BC0486
 BC0486'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0486'RECOVERED IN GOOD CONDITION.
 BC0486
 BC0486                          STATION RECOVERY (1977)
 BC0486
 BC0486'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0486'RECOVERED IN GOOD CONDITION.
 BC0486
 BC0486                          STATION RECOVERY (1987)
 BC0486
 BC0486'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC0486'RECOVERED AS DESCRIBED.
 BC0486
 BC0486                          STATION RECOVERY (1992)
 BC0486
 BC0486'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC0486'THE MARK IS IN ATLANTIC BEACH IN THE STATE HIGHWAY 10 AND STATE ROAD
 BC0486'A1A (MAYPORT ROAD) OVERPASS IN SECTION 28, T 2 S, R 29 E. TO REACH THE
 BC0486'MARK FROM THE JUNCTION OF STATE HIGHWAY 10 AND STATE ROAD A1A SOUTH IN
 BC0486'ATLANTIC BEACH, GO WEST ON STATE HIGHWAY 10 AND STATE ROAD A1A FOR 1.3
 BC0486'MI (2.1 KM) TO THE JUNCTION OF A1A NORTH (MAYPORT ROAD) AND THE MARK
 BC0486'ON THE RIGHT, SET IN THE TOP OF THE WEST END OF THE NORTH WALKWAY FOR
 BC0486'THE BRIDGE OVERPASS. LOCATED 15.0 FT (4.6 M) NORTH OF THE CENTERLINE
 BC0486'OF THE WESTBOUND LANES OF STATE HIGHWAY 10 AND 0.8 FT (24.4 CM) ABOVE
 BC0486'THE LEVEL OF STATE HIGHWAY 10. NOTE, NOT LEVELED THIS DATE.
 BC0486
 BC0486                          STATION RECOVERY (2003)
 BC0486
 BC0486'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BSS)
 BC0486'THE MARK WAS SEARCHED FOR AND NOT FOUND.
 BC0486'
 BC0486'THE OVERPASS APPEARS TO HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0180 ***********************************************************************
 AG0180  DESIGNATION -  323
 AG0180  PID         -  AG0180
 AG0180  STATE/COUNTY-  FL/PINELLAS
 AG0180  COUNTRY     -  US
 AG0180  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0180
 AG0180                         *CURRENT SURVEY CONTROL
 AG0180  ______________________________________________________________________
 AG0180* NAD 83(1986) POSITION- 27 49 28.7    (N) 082 43 41.3    (W)   HD_HELD2
 AG0180* NAVD 88 ORTHO HEIGHT -     3.523 (meters)       11.56  (feet) ADJUSTED
 AG0180  ______________________________________________________________________
 AG0180  GEOID HEIGHT    -        -24.476 (meters)                     GEOID18
 AG0180  DYNAMIC HEIGHT  -          3.518 (meters)       11.54  (feet) COMP
 AG0180  MODELED GRAVITY -    979,179.9   (mgal)                       NAVD 88
 AG0180
 AG0180  VERT ORDER      -  SECOND    CLASS II
 AG0180
 AG0180.The horizontal coordinates were established by autonomous hand held GPS
 AG0180.observations and have an estimated accuracy of +/- 10 meters.
 AG0180
 AG0180.The orthometric height was determined by differential leveling and
 AG0180.adjusted by the NATIONAL GEODETIC SURVEY
 AG0180.in June 1991.
 AG0180
 AG0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0180.GEOID18 height accuracy estimate available here.
 AG0180
 AG0180.Click photographs - Photos may exist for this station.
 AG0180
 AG0180.The dynamic height is computed by dividing the NAVD 88
 AG0180.geopotential number by the normal gravity value computed on the
 AG0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0180.degrees latitude (g = 980.6199 gals.).
 AG0180
 AG0180.The modeled gravity was interpolated from observed gravity values.
 AG0180
 AG0180;                    North         East    Units  Estimated Accuracy
 AG0180;SPC FL W     -   386,990.      128,266.      MT  (+/- 10 meters HH2 GPS)
 AG0180
 AG0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2979678975(NAD 83)
 AG0180
 AG0180                          SUPERSEDED SURVEY CONTROL
 AG0180
 AG0180  NGVD 29 (??/??/92)    3.788  (m)           12.43   (f) ADJ UNCH    2 2
 AG0180
 AG0180.Superseded values are not recommended for survey control.
 AG0180
 AG0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0180.See file dsdata.pdf to determine how the superseded data were derived.
 AG0180
 AG0180_MARKER: DB = BENCH MARK DISK
 AG0180_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0180_SP_SET: CULVERT
 AG0180_STAMPING: 323
 AG0180_MARK LOGO: FLSRD
 AG0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0180
 AG0180  HISTORY     - Date     Condition        Report By
 AG0180  HISTORY     - UNK      MONUMENTED       FLHD
 AG0180  HISTORY     - 1976     GOOD             NGS
 AG0180  HISTORY     - 20080925 GOOD             PINCPW
 AG0180
 AG0180                          STATION DESCRIPTION
 AG0180
 AG0180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0180'0.25 MI S FROM PINELLAS PARK.
 AG0180'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0180'(SR-693, 66 ST.) AND SR-595 (TYRONE BLVD., U.S. ALT. HWY. 19).  RUN
 AG0180'NORTHERLY ON U.S. ALT. HWY. 19A FOR 2.25 MILES TO 58 AVE. N.  STATION
 AG0180'ON RIGHT, IN THE S.E. CORNER, 113.0 FT. EAST OF THE CENTERLINE OF 66
 AG0180'ST., 25.3 FT. SOUTH OF THE CENTERLINE OF 58TH AVE. N.  SET IN THE TOP
 AG0180'OF A CONCRETE HEAD WALL.  SECTION 32, T 30, R 16.
 AG0180
 AG0180                          STATION RECOVERY (2008)
 AG0180
 AG0180'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0181 ***********************************************************************
 AG0181  DESIGNATION -  324
 AG0181  PID         -  AG0181
 AG0181  STATE/COUNTY-  FL/PINELLAS
 AG0181  COUNTRY     -  US
 AG0181  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0181
 AG0181                         *CURRENT SURVEY CONTROL
 AG0181  ______________________________________________________________________
 AG0181* NAD 83(1986) POSITION- 27 49 43.     (N) 082 43 41.     (W)   SCALED
 AG0181* NAVD 88 ORTHO HEIGHT -     3.889 (meters)       12.76  (feet) ADJUSTED
 AG0181  ______________________________________________________________________
 AG0181  GEOID HEIGHT    -        -24.483 (meters)                     GEOID18
 AG0181  DYNAMIC HEIGHT  -          3.884 (meters)       12.74  (feet) COMP
 AG0181  MODELED GRAVITY -    979,180.3   (mgal)                       NAVD 88
 AG0181
 AG0181  VERT ORDER      -  SECOND    CLASS II
 AG0181
 AG0181.The horizontal coordinates were scaled from a map and have
 AG0181.an estimated accuracy of +/- 6 seconds.
 AG0181
 AG0181.The orthometric height was determined by differential leveling and
 AG0181.adjusted by the NATIONAL GEODETIC SURVEY
 AG0181.in June 1991.
 AG0181
 AG0181.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0181.GEOID18 height accuracy estimate available here.
 AG0181
 AG0181.Click photographs - Photos may exist for this station.
 AG0181
 AG0181.The dynamic height is computed by dividing the NAVD 88
 AG0181.geopotential number by the normal gravity value computed on the
 AG0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0181.degrees latitude (g = 980.6199 gals.).
 AG0181
 AG0181.The modeled gravity was interpolated from observed gravity values.
 AG0181
 AG0181;                    North         East    Units  Estimated Accuracy
 AG0181;SPC FL W     -   387,430.      128,280.      MT  (+/- 180 meters Scaled)
 AG0181
 AG0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298794(NAD 83)
 AG0181
 AG0181                          SUPERSEDED SURVEY CONTROL
 AG0181
 AG0181  NGVD 29 (??/??/92)    4.154  (m)           13.63   (f) ADJ UNCH    2 2
 AG0181
 AG0181.Superseded values are not recommended for survey control.
 AG0181
 AG0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0181.See file dsdata.pdf to determine how the superseded data were derived.
 AG0181
 AG0181_MARKER: DD = SURVEY DISK
 AG0181_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0181_SP_SET: CULVERT
 AG0181_STAMPING: 324
 AG0181_MARK LOGO: FLSRD
 AG0181_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0181+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AG0181
 AG0181  HISTORY     - Date     Condition        Report By
 AG0181  HISTORY     - UNK      MONUMENTED       FLHD
 AG0181  HISTORY     - 1976     GOOD             NGS
 AG0181  HISTORY     - 20050829 GOOD             POLASS
 AG0181  HISTORY     - 20080925 GOOD             PINCPW
 AG0181
 AG0181                          STATION DESCRIPTION
 AG0181
 AG0181'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0181'0.1 MI S FROM PINELLAS PARK.
 AG0181'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0181'(SR-693, 66 ST.) AND SR-595 (TYRONE BLVD., U.S. ALT. HWY. 19).  RUN
 AG0181'NORTHERLY ON U.S. ALT. HWY. 19A FOR 2.45 MILES.  STATION ON RIGHT,
 AG0181'60.0 FT. EAST OF THE CENTERLINE OF 66 ST., 243.0 FT. SOUTH OF THE
 AG0181'CENTERLINE OF 62 AVE. N.  SET IN THE TOP OF A CONCRETE HEAD WALL.
 AG0181'SECTION 32, T 30, R 16.
 AG0181
 AG0181                          STATION RECOVERY (2005)
 AG0181
 AG0181'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME)
 AG0181'UNDISTURBED AND STABLE. STEEP SLOPE, NOT SUITED FOR TRIPOD SETUP.
 AG0181
 AG0181                          STATION RECOVERY (2008)
 AG0181
 AG0181'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0181'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0182 ***********************************************************************
 AG0182  DESIGNATION -  325
 AG0182  PID         -  AG0182
 AG0182  STATE/COUNTY-  FL/PINELLAS
 AG0182  COUNTRY     -  US
 AG0182  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0182
 AG0182                         *CURRENT SURVEY CONTROL
 AG0182  ______________________________________________________________________
 AG0182* NAD 83(1986) POSITION- 27 50 25.     (N) 082 43 41.     (W)   SCALED
 AG0182* NAVD 88 ORTHO HEIGHT -     3.878 (meters)       12.72  (feet) ADJUSTED
 AG0182  ______________________________________________________________________
 AG0182  GEOID HEIGHT    -        -24.503 (meters)                     GEOID18
 AG0182  DYNAMIC HEIGHT  -          3.873 (meters)       12.71  (feet) COMP
 AG0182  MODELED GRAVITY -    979,181.1   (mgal)                       NAVD 88
 AG0182
 AG0182  VERT ORDER      -  SECOND    CLASS II
 AG0182
 AG0182.The horizontal coordinates were scaled from a map and have
 AG0182.an estimated accuracy of +/- 6 seconds.
 AG0182
 AG0182.The orthometric height was determined by differential leveling and
 AG0182.adjusted by the NATIONAL GEODETIC SURVEY
 AG0182.in June 1991.
 AG0182
 AG0182.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0182.GEOID18 height accuracy estimate available here.
 AG0182
 AG0182.Click photographs - Photos may exist for this station.
 AG0182
 AG0182.The dynamic height is computed by dividing the NAVD 88
 AG0182.geopotential number by the normal gravity value computed on the
 AG0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0182.degrees latitude (g = 980.6199 gals.).
 AG0182
 AG0182.The modeled gravity was interpolated from observed gravity values.
 AG0182
 AG0182;                    North         East    Units  Estimated Accuracy
 AG0182;SPC FL W     -   388,720.      128,290.      MT  (+/- 180 meters Scaled)
 AG0182
 AG0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298807(NAD 83)
 AG0182
 AG0182                          SUPERSEDED SURVEY CONTROL
 AG0182
 AG0182  NGVD 29 (??/??/92)    4.143  (m)           13.59   (f) ADJ UNCH    2 2
 AG0182
 AG0182.Superseded values are not recommended for survey control.
 AG0182
 AG0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0182.See file dsdata.pdf to determine how the superseded data were derived.
 AG0182
 AG0182_MARKER: DD = SURVEY DISK
 AG0182_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0182_SP_SET: CULVERT
 AG0182_STAMPING: 325
 AG0182_MARK LOGO: FLSRD
 AG0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0182+STABILITY: SURFACE MOTION
 AG0182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0182+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2021
 AG0182
 AG0182  HISTORY     - Date     Condition        Report By
 AG0182  HISTORY     - UNK      MONUMENTED       FLHD
 AG0182  HISTORY     - 1976     GOOD             NGS
 AG0182  HISTORY     - 1989     GOOD             USPSQD
 AG0182  HISTORY     - 19981103 GOOD             USPSQD
 AG0182  HISTORY     - 20211110 GOOD             FGLDSV
 AG0182
 AG0182                          STATION DESCRIPTION
 AG0182
 AG0182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0182'IN PINELLAS PARK.
 AG0182'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0182'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0182'HWY. 19A FOR 0.10 MILE.  STATION ON RIGHT, 54.0 FT. EAST OF THE
 AG0182'CENTERLINE OF 66TH ST., 211.0 FT. NORTH OF THE CENTERLINE OF 76TH AVE.
 AG0182'SET IN TOP OF THE HEAD WALL.  SECTION 29, T 30, R 16.
 AG0182
 AG0182                          STATION RECOVERY (1989)
 AG0182
 AG0182'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0182'RECOVERED IN GOOD CONDITION.
 AG0182
 AG0182                          STATION RECOVERY (1998)
 AG0182
 AG0182'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0182'RECOVERED IN GOOD CONDITION.
 AG0182
 AG0182                          STATION RECOVERY (2021)
 AG0182
 AG0182'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2021 (JKI)
 AG0182'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0183 ***********************************************************************
 AG0183  DESIGNATION -  326
 AG0183  PID         -  AG0183
 AG0183  STATE/COUNTY-  FL/PINELLAS
 AG0183  COUNTRY     -  US
 AG0183  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0183
 AG0183                         *CURRENT SURVEY CONTROL
 AG0183  ______________________________________________________________________
 AG0183* NAD 83(1986) POSITION- 27 50 55.     (N) 082 43 41.     (W)   SCALED
 AG0183* NAVD 88 ORTHO HEIGHT -     3.041 (meters)        9.98  (feet) ADJUSTED
 AG0183  ______________________________________________________________________
 AG0183  GEOID HEIGHT    -        -24.518 (meters)                     GEOID18
 AG0183  DYNAMIC HEIGHT  -          3.037 (meters)        9.96  (feet) COMP
 AG0183  MODELED GRAVITY -    979,181.6   (mgal)                       NAVD 88
 AG0183
 AG0183  VERT ORDER      -  SECOND    CLASS II
 AG0183
 AG0183.The horizontal coordinates were scaled from a map and have
 AG0183.an estimated accuracy of +/- 6 seconds.
 AG0183
 AG0183.The orthometric height was determined by differential leveling and
 AG0183.adjusted by the NATIONAL GEODETIC SURVEY
 AG0183.in June 1991.
 AG0183
 AG0183.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0183.GEOID18 height accuracy estimate available here.
 AG0183
 AG0183.Click photographs - Photos may exist for this station.
 AG0183
 AG0183.The dynamic height is computed by dividing the NAVD 88
 AG0183.geopotential number by the normal gravity value computed on the
 AG0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0183.degrees latitude (g = 980.6199 gals.).
 AG0183
 AG0183.The modeled gravity was interpolated from observed gravity values.
 AG0183
 AG0183;                    North         East    Units  Estimated Accuracy
 AG0183;SPC FL W     -   389,650.      128,290.      MT  (+/- 180 meters Scaled)
 AG0183
 AG0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298816(NAD 83)
 AG0183
 AG0183                          SUPERSEDED SURVEY CONTROL
 AG0183
 AG0183  NGVD 29 (??/??/92)    3.306  (m)           10.85   (f) ADJ UNCH    2 2
 AG0183
 AG0183.Superseded values are not recommended for survey control.
 AG0183
 AG0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0183.See file dsdata.pdf to determine how the superseded data were derived.
 AG0183
 AG0183_MARKER: DD = SURVEY DISK
 AG0183_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0183_SP_SET: CULVERT
 AG0183_STAMPING: 326
 AG0183_MARK LOGO: FLSRD
 AG0183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0183
 AG0183  HISTORY     - Date     Condition        Report By
 AG0183  HISTORY     - UNK      MONUMENTED       FLHD
 AG0183  HISTORY     - 1976     GOOD             NGS
 AG0183  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0183  HISTORY     - 19991129 MARK NOT FOUND   USPSQD
 AG0183  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0183
 AG0183                          STATION DESCRIPTION
 AG0183
 AG0183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0183'IN PINELLAS PARK.
 AG0183'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0183'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0183'HWY. 19A FOR 0.60 MILE TO 84TH AVE.  STATION ON RIGHT, IN THE N.E.
 AG0183'CORNER, 50.0 FT. EAST OF THE CENTERLINE OF 66TH ST., 40.0 FT. NORTH OF
 AG0183'THE CENTERLINE OF 84TH AVE.  SET IN THE TOP OF A CONCRETE HEAD WALL.
 AG0183'SECTION 29, T 30, R 16.
 AG0183
 AG0183                          STATION RECOVERY (1989)
 AG0183
 AG0183'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0183'MARK NOT FOUND.
 AG0183
 AG0183                          STATION RECOVERY (1999)
 AG0183
 AG0183'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0183'MARK NOT FOUND.
 AG0183
 AG0183                          STATION RECOVERY (2001)
 AG0183
 AG0183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0183'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0184 ***********************************************************************
 AG0184  DESIGNATION -  327
 AG0184  PID         -  AG0184
 AG0184  STATE/COUNTY-  FL/PINELLAS
 AG0184  COUNTRY     -  US
 AG0184  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0184
 AG0184                         *CURRENT SURVEY CONTROL
 AG0184  ______________________________________________________________________
 AG0184* NAD 83(1986) POSITION- 27 51 11.5    (N) 082 43 42.8    (W)   HD_HELD2
 AG0184* NAVD 88 ORTHO HEIGHT -     4.445 (meters)       14.58  (feet) ADJUSTED
 AG0184  ______________________________________________________________________
 AG0184  GEOID HEIGHT    -        -24.526 (meters)                     GEOID18
 AG0184  DYNAMIC HEIGHT  -          4.438 (meters)       14.56  (feet) COMP
 AG0184  MODELED GRAVITY -    979,182.0   (mgal)                       NAVD 88
 AG0184
 AG0184  VERT ORDER      -  SECOND    CLASS II
 AG0184
 AG0184.The horizontal coordinates were established by autonomous hand held GPS
 AG0184.observations and have an estimated accuracy of +/- 10 meters.
 AG0184
 AG0184.The orthometric height was determined by differential leveling and
 AG0184.adjusted by the NATIONAL GEODETIC SURVEY
 AG0184.in June 1991.
 AG0184
 AG0184.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0184.GEOID18 height accuracy estimate available here.
 AG0184
 AG0184.Click photographs - Photos may exist for this station.
 AG0184
 AG0184.The dynamic height is computed by dividing the NAVD 88
 AG0184.geopotential number by the normal gravity value computed on the
 AG0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0184.degrees latitude (g = 980.6199 gals.).
 AG0184
 AG0184.The modeled gravity was interpolated from observed gravity values.
 AG0184
 AG0184;                    North         East    Units  Estimated Accuracy
 AG0184;SPC FL W     -   390,154.      128,244.      MT  (+/- 10 meters HH2 GPS)
 AG0184
 AG0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2979982139(NAD 83)
 AG0184
 AG0184                          SUPERSEDED SURVEY CONTROL
 AG0184
 AG0184  NGVD 29 (??/??/92)    4.709  (m)           15.45   (f) ADJ UNCH    2 2
 AG0184
 AG0184.Superseded values are not recommended for survey control.
 AG0184
 AG0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0184.See file dsdata.pdf to determine how the superseded data were derived.
 AG0184
 AG0184_MARKER: DD = SURVEY DISK
 AG0184_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0184_SP_SET: CULVERT
 AG0184_STAMPING: 327
 AG0184_MARK LOGO: FLSRD
 AG0184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0184
 AG0184  HISTORY     - Date     Condition        Report By
 AG0184  HISTORY     - UNK      MONUMENTED       FLHD
 AG0184  HISTORY     - 1976     GOOD             NGS
 AG0184  HISTORY     - 19991129 GOOD             USPSQD
 AG0184  HISTORY     - 20010331 GOOD             NGS
 AG0184  HISTORY     - 20080911 GOOD             PINCPW
 AG0184
 AG0184                          STATION DESCRIPTION
 AG0184
 AG0184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0184'IN PINELLAS PARK.
 AG0184'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0184'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0184'HWY. 19A FOR 0.95 MILE.  STATION ON THE RIGHT, 56.6 FT. EAST OF THE
 AG0184'CENTERLINE OF 66TH ST., 206.0 FT. SOUTH OF THE CENTERLINE OF 90TH AVE.
 AG0184'SET IN THE TOP OF A CONCRETE HEAD WALL.  SECTION 20, T 30, R 16.
 AG0184
 AG0184                          STATION RECOVERY (1999)
 AG0184
 AG0184'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0184'RECOVERED IN GOOD CONDITION.
 AG0184
 AG0184                          STATION RECOVERY (2001)
 AG0184
 AG0184'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0184'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0184
 AG0184                          STATION RECOVERY (2008)
 AG0184
 AG0184'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0185 ***********************************************************************
 AG0185  DESIGNATION -  328
 AG0185  PID         -  AG0185
 AG0185  STATE/COUNTY-  FL/PINELLAS
 AG0185  COUNTRY     -  US
 AG0185  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0185
 AG0185                         *CURRENT SURVEY CONTROL
 AG0185  ______________________________________________________________________
 AG0185* NAD 83(1986) POSITION- 27 52 19.     (N) 082 43 41.     (W)   SCALED
 AG0185* NAVD 88 ORTHO HEIGHT -     2.369 (meters)        7.77  (feet) ADJUSTED
 AG0185  ______________________________________________________________________
 AG0185  GEOID HEIGHT    -        -24.564 (meters)                     GEOID18
 AG0185  DYNAMIC HEIGHT  -          2.366 (meters)        7.76  (feet) COMP
 AG0185  MODELED GRAVITY -    979,183.1   (mgal)                       NAVD 88
 AG0185
 AG0185  VERT ORDER      -  SECOND    CLASS II
 AG0185
 AG0185.The horizontal coordinates were scaled from a map and have
 AG0185.an estimated accuracy of +/- 6 seconds.
 AG0185
 AG0185.The orthometric height was determined by differential leveling and
 AG0185.adjusted by the NATIONAL GEODETIC SURVEY
 AG0185.in June 1991.
 AG0185
 AG0185.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0185.GEOID18 height accuracy estimate available here.
 AG0185
 AG0185.Click photographs - Photos may exist for this station.
 AG0185
 AG0185.The dynamic height is computed by dividing the NAVD 88
 AG0185.geopotential number by the normal gravity value computed on the
 AG0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0185.degrees latitude (g = 980.6199 gals.).
 AG0185
 AG0185.The modeled gravity was interpolated from observed gravity values.
 AG0185
 AG0185;                    North         East    Units  Estimated Accuracy
 AG0185;SPC FL W     -   392,230.      128,310.      MT  (+/- 180 meters Scaled)
 AG0185
 AG0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298842(NAD 83)
 AG0185
 AG0185                          SUPERSEDED SURVEY CONTROL
 AG0185
 AG0185  NGVD 29 (??/??/92)    2.633  (m)            8.64   (f) ADJ UNCH    2 2
 AG0185
 AG0185.Superseded values are not recommended for survey control.
 AG0185
 AG0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0185.See file dsdata.pdf to determine how the superseded data were derived.
 AG0185
 AG0185_MARKER: DD = SURVEY DISK
 AG0185_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0185_SP_SET: CULVERT
 AG0185_STAMPING: 328
 AG0185_MARK LOGO: FLSRD
 AG0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0185
 AG0185  HISTORY     - Date     Condition        Report By
 AG0185  HISTORY     - UNK      MONUMENTED       FLHD
 AG0185  HISTORY     - 1976     GOOD             NGS
 AG0185  HISTORY     - 19991129 MARK NOT FOUND   USPSQD
 AG0185  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0185
 AG0185                          STATION DESCRIPTION
 AG0185
 AG0185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0185'0.5 MI N FROM PINELLAS PARK.
 AG0185'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0185'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0185'HWY. 19A FOR 2.25 MILES TO BRYAN DAIRY RD.  STATION ON RIGHT ON THE
 AG0185'EAST SIDE OF INTERSECTION, 55.6 FT. EAST OF THE CENTERLINE OF 66TH
 AG0185'ST., 29.7 FT. SOUTH OF THE EXTENDED CENTERLINE OF BRYAN DAIRY ROAD.
 AG0185'SET IN THE TOP OF A CONCRETE HEAD WALL.  SECTION 17, T 30, R 16.
 AG0185
 AG0185                          STATION RECOVERY (1999)
 AG0185
 AG0185'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0185'MARK NOT FOUND.
 AG0185
 AG0185                          STATION RECOVERY (2001)
 AG0185
 AG0185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0185'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0186 ***********************************************************************
 AG0186  DESIGNATION -  329
 AG0186  PID         -  AG0186
 AG0186  STATE/COUNTY-  FL/PINELLAS
 AG0186  COUNTRY     -  US
 AG0186  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0186
 AG0186                         *CURRENT SURVEY CONTROL
 AG0186  ______________________________________________________________________
 AG0186* NAD 83(1986) POSITION- 27 52 19.     (N) 082 44 59.     (W)   SCALED
 AG0186* NAVD 88 ORTHO HEIGHT -     4.914 (meters)       16.12  (feet) ADJUSTED
 AG0186  ______________________________________________________________________
 AG0186  GEOID HEIGHT    -        -24.535 (meters)                     GEOID18
 AG0186  DYNAMIC HEIGHT  -          4.906 (meters)       16.10  (feet) COMP
 AG0186  MODELED GRAVITY -    979,183.4   (mgal)                       NAVD 88
 AG0186
 AG0186  VERT ORDER      -  SECOND    CLASS II
 AG0186
 AG0186.The horizontal coordinates were scaled from a map and have
 AG0186.an estimated accuracy of +/- 6 seconds.
 AG0186
 AG0186.The orthometric height was determined by differential leveling and
 AG0186.adjusted by the NATIONAL GEODETIC SURVEY
 AG0186.in June 1991.
 AG0186
 AG0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0186.GEOID18 height accuracy estimate available here.
 AG0186
 AG0186.Click photographs - Photos may exist for this station.
 AG0186
 AG0186.The dynamic height is computed by dividing the NAVD 88
 AG0186.geopotential number by the normal gravity value computed on the
 AG0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0186.degrees latitude (g = 980.6199 gals.).
 AG0186
 AG0186.The modeled gravity was interpolated from observed gravity values.
 AG0186
 AG0186;                    North         East    Units  Estimated Accuracy
 AG0186;SPC FL W     -   392,250.      126,170.      MT  (+/- 180 meters Scaled)
 AG0186
 AG0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL277842(NAD 83)
 AG0186
 AG0186                          SUPERSEDED SURVEY CONTROL
 AG0186
 AG0186  NGVD 29 (??/??/92)    5.178  (m)           16.99   (f) ADJ UNCH    2 2
 AG0186
 AG0186.Superseded values are not recommended for survey control.
 AG0186
 AG0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0186.See file dsdata.pdf to determine how the superseded data were derived.
 AG0186
 AG0186_MARKER: DD = SURVEY DISK
 AG0186_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0186_SP_SET: CULVERT HEADWALL
 AG0186_STAMPING: 329
 AG0186_MARK LOGO: FLSRD
 AG0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0186+STABILITY: SURFACE MOTION
 AG0186
 AG0186  HISTORY     - Date     Condition        Report By
 AG0186  HISTORY     - UNK      MONUMENTED       FLHD
 AG0186  HISTORY     - 1976     GOOD             NGS
 AG0186  HISTORY     - 19970405 MARK NOT FOUND   USPSQD
 AG0186  HISTORY     - 20000104 MARK NOT FOUND   USPSQD
 AG0186
 AG0186                          STATION DESCRIPTION
 AG0186
 AG0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0186'1.5 MI S FROM LARGO.
 AG0186'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0186'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0186'HWY. 19A FOR 2.25 MILES TO BRYAN DAIRY RD. (110TH AVE.).  TURN LEFT ON
 AG0186'BRYAN DAIRY RD. AND RUN WESTERLY FOR 1.30 MILE.  STATION ON THE LEFT,
 AG0186'34.0 FT. SOUTH OF THE CENTERLINE OF BRYAN DAIRY RD., 68.5 FT. N.E. OF
 AG0186'THE CENTERLINE OF RAILROAD TRACK.  SET IN THE TOP OF A CONCRETE HEAD
 AG0186'WALL.  SECTION 13, T 30, R 15.
 AG0186
 AG0186                          STATION RECOVERY (1997)
 AG0186
 AG0186'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0186'MARK NOT FOUND.
 AG0186
 AG0186                          STATION RECOVERY (2000)
 AG0186
 AG0186'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0186'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4109 ***********************************************************************
 DI4109  DESIGNATION -  329
 DI4109  PID         -  DI4109
 DI4109  STATE/COUNTY-  FL/HERNANDO
 DI4109  COUNTRY     -  US
 DI4109  USGS QUAD   -  BROOKSVILLE (2018)
 DI4109
 DI4109                         *CURRENT SURVEY CONTROL
 DI4109  ______________________________________________________________________
 DI4109* NAD 83(1986) POSITION- 28 36 37.     (N) 082 24 10.     (W)   SCALED
 DI4109* NAVD 88 ORTHO HEIGHT -    24.500 (meters)       80.38  (feet) ADJUSTED
 DI4109  ______________________________________________________________________
 DI4109  GEOID HEIGHT    -        -26.785 (meters)                     GEOID18
 DI4109  DYNAMIC HEIGHT  -         24.465 (meters)       80.27  (feet) COMP
 DI4109  MODELED GRAVITY -    979,199.6   (mgal)                       NAVD 88
 DI4109
 DI4109  VERT ORDER      -  SECOND    CLASS I
 DI4109
 DI4109.The horizontal coordinates were scaled from a map and have
 DI4109.an estimated accuracy of +/- 6 seconds.
 DI4109
 DI4109.The orthometric height was determined by differential leveling and
 DI4109.adjusted by the NATIONAL GEODETIC SURVEY
 DI4109.in September 2007.
 DI4109
 DI4109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4109.GEOID18 height accuracy estimate available here.
 DI4109
 DI4109.Click photographs - Photos may exist for this station.
 DI4109
 DI4109.The dynamic height is computed by dividing the NAVD 88
 DI4109.geopotential number by the normal gravity value computed on the
 DI4109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4109.degrees latitude (g = 980.6199 gals.).
 DI4109
 DI4109.The modeled gravity was interpolated from observed gravity values.
 DI4109
 DI4109;                    North         East    Units  Estimated Accuracy
 DI4109;SPC FL W     -   473,910.      160,610.      MT  (+/- 180 meters Scaled)
 DI4109
 DI4109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM628656(NAD 83)
 DI4109
 DI4109                          SUPERSEDED SURVEY CONTROL
 DI4109
 DI4109.No superseded survey control is available for this station.
 DI4109
 DI4109_MARKER: DD = SURVEY DISK
 DI4109_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI4109_STAMPING: BM 329
 DI4109_MARK LOGO: FLDT
 DI4109_PROJECTION: RECESSED 5 CENTIMETERS
 DI4109_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI4109_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI4109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI4109+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2004
 DI4109
 DI4109  HISTORY     - Date     Condition        Report By
 DI4109  HISTORY     - UNK      MONUMENTED       FLDT
 DI4109  HISTORY     - 20040808 GOOD             FLDEP
 DI4109
 DI4109                          STATION DESCRIPTION
 DI4109
 DI4109'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BPJ)
 DI4109'THE MARK IS ABOUT 3.7 MI NORTH OF BROOKSVILLE, IN SECTION 33, TOWNSHIP
 DI4109'21 SOUTH, RANGE 19  EAST.
 DI4109'
 DI4109'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND STATE
 DI4109'ROAD 50 A WEST IN  BROOKSVILLE, GO NORTH ON U.S. HIGHWAY 98 FOR 3.8 MI
 DI4109'TO THE MARK ON THE LEFT, SET IN THE  TOP OF A 4-INCH SQUARE CONCRETE
 DI4109'POST RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND  LEVEL WITH
 DI4109'U.S. HIGHWAY 98.
 DI4109'
 DI4109'LOCATED 215.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF A PAVED ROAD
 DI4109'WITH A METAL GATE,  61.7 FT WEST-SOUTHWEST OF THE APPROXIMATE
 DI4109'CENTERLINE OF U.S. HIGHWAY 98 SOUTHBOUND  LANES, 7.0 FT EAST-NORTHEAST
 DI4109'OF A BARB WIRE FENCE AND 2.0 FT EAST-NORTHEAST OF A METAL  WITNESS
 DI4109'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH3771 ***********************************************************************
 AH3771  DESIGNATION -  33 97 GPS 11
 AH3771  PID         -  AH3771
 AH3771  STATE/COUNTY-  FL/LAFAYETTE
 AH3771  COUNTRY     -  US
 AH3771  USGS QUAD   -  MAYO (2018)
 AH3771
 AH3771                         *CURRENT SURVEY CONTROL
 AH3771  ______________________________________________________________________
 AH3771* NAD 83(2011) POSITION- 30 05 06.76036(N) 083 10 23.26629(W)   ADJUSTED
 AH3771* NAD 83(2011) ELLIP HT-   -11.130 (meters)        (06/27/12)   ADJUSTED
 AH3771* NAD 83(2011) EPOCH   -  2010.00
 AH3771* NAVD 88 ORTHO HEIGHT -    16.8   (meters)       55.    (feet) GPS OBS
 AH3771  ______________________________________________________________________
 AH3771  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AH3771  GEOID HEIGHT    -        -27.908 (meters)                     GEOID96
 AH3771  GEOID HEIGHT    -        -27.931 (meters)                     GEOID18
 AH3771  NAD 83(2011) X  -    656,578.561 (meters)                     COMP
 AH3771  NAD 83(2011) Y  - -5,484,355.501 (meters)                     COMP
 AH3771  NAD 83(2011) Z  -  3,178,545.058 (meters)                     COMP
 AH3771  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 AH3771
 AH3771  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH3771  Standards:
 AH3771         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH3771            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH3771  -------------------------------------------------------------------
 AH3771  NETWORK    0.54   1.16           0.23   0.21   0.59      0.01258172
 AH3771  -------------------------------------------------------------------
 AH3771  Click here for local accuracies and other accuracy information.
 AH3771
 AH3771.The horizontal coordinates were established by GPS observations
 AH3771.and adjusted by the National Geodetic Survey in June 2012.
 AH3771
 AH3771.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH3771.been affixed to the stable North American tectonic plate. See 
 AH3771.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH3771
 AH3771.The horizontal coordinates are valid at the epoch date displayed above
 AH3771.which is a decimal equivalence of Year/Month/Day.
 AH3771
 AH3771.The orthometric height was determined by GPS observations and a
 AH3771.high-resolution geoid model.
 AH3771
 AH3771.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH3771.GEOID18 height accuracy estimate available here.
 AH3771
 AH3771.Click photographs - Photos may exist for this station.
 AH3771
 AH3771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3771
 AH3771.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH3771
 AH3771.The ellipsoidal height was determined by GPS observations
 AH3771.and is referenced to NAD 83.
 AH3771
 AH3771. The following values were computed from the NAD 83(2011) position.
 AH3771
 AH3771;                    North         East     Units Scale Factor Converg.
 AH3771;SPC FL N     -   121,036.947   727,905.927   MT  0.99994945   +0 40 00.4
 AH3771;SPC FL N     -   397,102.05  2,388,138.03   sFT  0.99994945   +0 40 00.4
 AH3771;UTM  17      - 3,330,219.139   290,560.817   MT  1.00014121   -1 05 23.1
 AH3771
 AH3771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3771!SPC FL N     -   1.00000175  x   0.99994945  =   0.99995120
 AH3771!UTM  17      -   1.00000175  x   1.00014121  =   1.00014296
 AH3771
 AH3771:                Primary Azimuth Mark                     Grid Az
 AH3771:SPC FL N     -  33 97 GPS 12                             005 03 44.9
 AH3771:UTM  17      -  33 97 GPS 12                             006 49 08.4
 AH3771
 AH3771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP9056030219(NAD 83)
 AH3771
 AH3771|---------------------------------------------------------------------|
 AH3771| PID    Reference Object                     Distance      Geod. Az  |
 AH3771|                                                           dddmmss.s |
 AH3771| AH3772 33 97 GPS 12                        APPROX. 1.1 KM 0054345.3 |
 AH3771|---------------------------------------------------------------------|
 AH3771
 AH3771                          SUPERSEDED SURVEY CONTROL
 AH3771
 AH3771  NAD 83(2007)-  30 05 06.76036(N)    083 10 23.26698(W) AD(2002.00) 0
 AH3771  ELLIP H (02/10/07)  -11.103  (m)                       GP(2002.00)    
 AH3771  NAD 83(1999)-  30 05 06.76112(N)    083 10 23.26653(W) AD(       ) 1
 AH3771  ELLIP H (05/31/01)  -11.155  (m)                       GP(       ) 4 1
 AH3771  NAD 83(1990)-  30 05 06.76011(N)    083 10 23.26625(W) AD(       ) 1
 AH3771  ELLIP H (10/02/98)  -11.111  (m)                       GP(       ) 3 1
 AH3771
 AH3771.Superseded values are not recommended for survey control.
 AH3771
 AH3771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3771.See file dsdata.pdf to determine how the superseded data were derived.
 AH3771
 AH3771_MARKER: DD = SURVEY DISK
 AH3771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3771_STAMPING: 33 97 GPS 11
 AH3771_MARK LOGO: FLDT
 AH3771_PROJECTION: FLUSH
 AH3771_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3771+STABILITY: SURFACE MOTION
 AH3771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3771+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH3771
 AH3771  HISTORY     - Date     Condition        Report By
 AH3771  HISTORY     - 1997     MONUMENTED       FLDT
 AH3771
 AH3771                          STATION DESCRIPTION
 AH3771
 AH3771'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1997
 AH3771'THE STATION IS APPROXIMATELY 1.8 MI (2.9 KM) NORTH OF MAYO, 2.7 MI
 AH3771'(4.3 KM) SOUTH OF LURAVILLE AND 7.6 MI (12.2 KM) SOUTHEAST OF
 AH3771'BUCKVILLE.--  FROM THE INTERSECTION OF STATE ROAD 51 AND LAFAYETTE
 AH3771'COUNTY ROAD 534, PROCEED SOUTH ON STATE ROAD 51 FOR 0.05 MI (0.08 KM)
 AH3771'TO THE STATION ON THE RIGHT, A STANDARD BRASS FLORIDA DEPARTMENT OF
 AH3771'TRANSPORTATION (FDOT) DISC SET IN THE TOP OF A 12-INCH DIAMETER
 AH3771'CONCRETE MONUMENT RECESSED 0.3 FT (9.1 CM) BELOW THE GROUND.  THE
 AH3771'STATION IS 41 FT (12.5 M) WEST OF THE CENTERLINE OF STATE ROAD 51 AND
 AH3771'11 FT (3.4 M) EAST OF A CARSONITE WITNESS POST.--  REFERENCES--  NAIL
 AH3771'AND DISC (LB 4514) , SET IN A POWER POLE, BEARING NORTH AT 99.81 FT
 AH3771'(30.42 M) ,--  NAIL AND DISC (LB 4514) , SET IN THE EDGE OF PAVEMENT
 AH3771'OF STATE ROAD 51, SOUTH 80 DEGREES EAST AT 31.83 FT (9.70 M) ,--  NAIL
 AH3771'AND DISC (LB 4514) , SET IN A POWER POLE, SOUTH 8 DEGREES WEST AT
 AH3771'131.98 FT (40.23 M) .
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH3772 ***********************************************************************
 AH3772  DESIGNATION -  33 97 GPS 12
 AH3772  PID         -  AH3772
 AH3772  STATE/COUNTY-  FL/LAFAYETTE
 AH3772  COUNTRY     -  US
 AH3772  USGS QUAD   -  MAYO (2018)
 AH3772
 AH3772                         *CURRENT SURVEY CONTROL
 AH3772  ______________________________________________________________________
 AH3772* NAD 83(2011) POSITION- 30 05 41.68808(N) 083 10 19.23637(W)   ADJUSTED
 AH3772* NAD 83(2011) ELLIP HT-   -12.833 (meters)        (06/27/12)   ADJUSTED
 AH3772* NAD 83(2011) EPOCH   -  2010.00
 AH3772* NAVD 88 ORTHO HEIGHT -    15.1   (meters)       50.    (feet) GPS OBS
 AH3772  ______________________________________________________________________
 AH3772  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AH3772  GEOID HEIGHT    -        -27.915 (meters)                     GEOID96
 AH3772  GEOID HEIGHT    -        -27.937 (meters)                     GEOID18
 AH3772  NAD 83(2011) X  -    656,621.429 (meters)                     COMP
 AH3772  NAD 83(2011) Y  - -5,483,805.810 (meters)                     COMP
 AH3772  NAD 83(2011) Z  -  3,179,474.785 (meters)                     COMP
 AH3772  LAPLACE CORR    -         -0.02  (seconds)                    DEFLEC18
 AH3772
 AH3772  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH3772  Standards:
 AH3772         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH3772            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH3772  -------------------------------------------------------------------
 AH3772  NETWORK    0.50   1.06           0.21   0.20   0.54      0.04198729
 AH3772  -------------------------------------------------------------------
 AH3772  Click here for local accuracies and other accuracy information.
 AH3772
 AH3772.The horizontal coordinates were established by GPS observations
 AH3772.and adjusted by the National Geodetic Survey in June 2012.
 AH3772
 AH3772.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH3772.been affixed to the stable North American tectonic plate. See 
 AH3772.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH3772
 AH3772.The horizontal coordinates are valid at the epoch date displayed above
 AH3772.which is a decimal equivalence of Year/Month/Day.
 AH3772
 AH3772.The orthometric height was determined by GPS observations and a
 AH3772.high-resolution geoid model.
 AH3772
 AH3772.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH3772.GEOID18 height accuracy estimate available here.
 AH3772
 AH3772.Click photographs - Photos may exist for this station.
 AH3772
 AH3772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3772
 AH3772.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH3772
 AH3772.The ellipsoidal height was determined by GPS observations
 AH3772.and is referenced to NAD 83.
 AH3772
 AH3772. The following values were computed from the NAD 83(2011) position.
 AH3772
 AH3772;                    North         East     Units Scale Factor Converg.
 AH3772;SPC FL N     -   122,113.597   728,001.305   MT  0.99994923   +0 40 02.5
 AH3772;SPC FL N     -   400,634.36  2,388,450.95   sFT  0.99994923   +0 40 02.5
 AH3772;UTM  17      - 3,331,292.564   290,689.179   MT  1.00014054   -1 05 22.3
 AH3772
 AH3772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3772!SPC FL N     -   1.00000202  x   0.99994923  =   0.99995125
 AH3772!UTM  17      -   1.00000202  x   1.00014054  =   1.00014256
 AH3772
 AH3772:                Primary Azimuth Mark                     Grid Az
 AH3772:SPC FL N     -  33 97 GPS 11                             185 03 44.8
 AH3772:UTM  17      -  33 97 GPS 11                             186 49 09.6
 AH3772
 AH3772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP9068931292(NAD 83)
 AH3772
 AH3772|---------------------------------------------------------------------|
 AH3772| PID    Reference Object                     Distance      Geod. Az  |
 AH3772|                                                           dddmmss.s |
 AH3772| AH3771 33 97 GPS 11                        APPROX. 1.1 KM 1854347.3 |
 AH3772|---------------------------------------------------------------------|
 AH3772
 AH3772                          SUPERSEDED SURVEY CONTROL
 AH3772
 AH3772  NAD 83(2007)-  30 05 41.68808(N)    083 10 19.23706(W) AD(2002.00) 0
 AH3772  ELLIP H (02/10/07)  -12.806  (m)                       GP(2002.00)    
 AH3772  NAD 83(1999)-  30 05 41.68872(N)    083 10 19.23663(W) AD(       ) 1
 AH3772  ELLIP H (05/31/01)  -12.868  (m)                       GP(       ) 4 1
 AH3772  NAD 83(1990)-  30 05 41.68771(N)    083 10 19.23637(W) AD(       ) 1
 AH3772  ELLIP H (10/02/98)  -12.825  (m)                       GP(       ) 3 1
 AH3772
 AH3772.Superseded values are not recommended for survey control.
 AH3772
 AH3772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3772.See file dsdata.pdf to determine how the superseded data were derived.
 AH3772
 AH3772_MARKER: DD = SURVEY DISK
 AH3772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3772_STAMPING: 33 97 GPS 12
 AH3772_MARK LOGO: FLDT
 AH3772_PROJECTION: FLUSH
 AH3772_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3772+STABILITY: SURFACE MOTION
 AH3772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3772+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AH3772
 AH3772  HISTORY     - Date     Condition        Report By
 AH3772  HISTORY     - 1997     MONUMENTED       FLDT
 AH3772
 AH3772                          STATION DESCRIPTION
 AH3772
 AH3772'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1997
 AH3772'THE STATION IS APPROXIMATELY 2.6 MI (4.2 KM) NORTH OF MAYO, 2.0 MI
 AH3772'(3.2 KM) SOUTH OF LURAVILLE AND 7.6 MI (12.2 KM) SOUTHEAST OF
 AH3772'BUCKVILLE.--  FROM THE INTERSECTION OF STATE ROAD 51 AND LAFAYETTE
 AH3772'COUNTY ROAD 534, PROCEED NORTH ON STATE ROAD 51 FOR 0.65 MI (1.05 KM)
 AH3772'TO THE STATION ON THE RIGHT, A STANDARD BRASS FLORIDA DEPARTMENT OF
 AH3772'TRANSPORTATION (FDOT) DISC SET IN THE TOP OF A 12-INCH DIAMETER
 AH3772'CONCRETE MONUMENT RECESSED 0.3 FT (9.1 CM) BELOW THE GROUND.  THE
 AH3772'STATION IS 37.8 FT (11.5 M) EAST OF THE CENTERLINE OF STATE ROAD 51
 AH3772'AND 14 FT (4.3 M) WEST OF A CARSONITE WITNESS POST.--  REFERENCES--
 AH3772'NAIL AND DISC (LB 4514) , SET IN THE EDGE OF PAVEMENT OF STATE ROAD
 AH3772'51, SOUTH 62 DEGREES WEST AT 35.80 FT (10.91 M) ,--  NAIL AND DISC (LB
 AH3772'4514) , SET IN THE EDGE OF PAVEMENT OF STATE ROAD 51, NORTH 22 DEGREES
 AH3772'WEST AT 55.05 FT (16.78 M) ,--  NAIL AND DISC (LB 4514) , SET IN A
 AH3772'POWER POLE, SOUTH 6 DEGREES EAST AT 66.54 FT (20.28 M) .
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH3773 ***********************************************************************
 AH3773  DESIGNATION -  33 97 GPS 7
 AH3773  PID         -  AH3773
 AH3773  STATE/COUNTY-  FL/LAFAYETTE
 AH3773  COUNTRY     -  US
 AH3773  USGS QUAD   -  MALLORY SWAMP NW (2018)
 AH3773
 AH3773                         *CURRENT SURVEY CONTROL
 AH3773  ______________________________________________________________________
 AH3773* NAD 83(2011) POSITION- 29 57 56.63350(N) 083 13 33.27891(W)   ADJUSTED
 AH3773* NAD 83(2011) ELLIP HT-    -7.314 (meters)        (06/27/12)   ADJUSTED
 AH3773* NAD 83(2011) EPOCH   -  2010.00
 AH3773* NAVD 88 ORTHO HEIGHT -    20.6   (meters)       68.    (feet) GPS OBS
 AH3773  ______________________________________________________________________
 AH3773  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AH3773  GEOID HEIGHT    -        -27.802 (meters)                     GEOID99
 AH3773  GEOID HEIGHT    -        -27.828 (meters)                     GEOID18
 AH3773  NAD 83(2011) X  -    652,308.182 (meters)                     COMP
 AH3773  NAD 83(2011) Y  - -5,491,542.454 (meters)                     COMP
 AH3773  NAD 83(2011) Z  -  3,167,079.714 (meters)                     COMP
 AH3773  LAPLACE CORR    -         -0.19  (seconds)                    DEFLEC18
 AH3773
 AH3773  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH3773  Standards:
 AH3773         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH3773            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH3773  -------------------------------------------------------------------
 AH3773  NETWORK    0.50   1.06           0.22   0.19   0.54     -0.05597056
 AH3773  -------------------------------------------------------------------
 AH3773  Click here for local accuracies and other accuracy information.
 AH3773
 AH3773.The horizontal coordinates were established by GPS observations
 AH3773.and adjusted by the National Geodetic Survey in June 2012.
 AH3773
 AH3773.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH3773.been affixed to the stable North American tectonic plate. See 
 AH3773.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH3773
 AH3773.The horizontal coordinates are valid at the epoch date displayed above
 AH3773.which is a decimal equivalence of Year/Month/Day.
 AH3773
 AH3773.The orthometric height was determined by GPS observations and a
 AH3773.high-resolution geoid model.
 AH3773
 AH3773.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH3773.GEOID18 height accuracy estimate available here.
 AH3773
 AH3773.Click photographs - Photos may exist for this station.
 AH3773
 AH3773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3773
 AH3773.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH3773
 AH3773.The ellipsoidal height was determined by GPS observations
 AH3773.and is referenced to NAD 83.
 AH3773
 AH3773. The following values were computed from the NAD 83(2011) position.
 AH3773
 AH3773;                    North         East     Units Scale Factor Converg.
 AH3773;SPC FL N     -   107,735.715   722,966.197   MT  0.99995458   +0 38 24.9
 AH3773;SPC FL N     -   353,462.92  2,371,931.60   sFT  0.99995458   +0 38 24.9
 AH3773;UTM  17      - 3,317,072.710   285,215.062   MT  1.00016921   -1 06 44.0
 AH3773
 AH3773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3773!SPC FL N     -   1.00000115  x   0.99995458  =   0.99995573
 AH3773!UTM  17      -   1.00000115  x   1.00016921  =   1.00017036
 AH3773
 AH3773:                Primary Azimuth Mark                     Grid Az
 AH3773:SPC FL N     -  33 97 GPS 8                              064 29 53.9
 AH3773:UTM  17      -  33 97 GPS 8                              066 15 02.8
 AH3773
 AH3773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP8521517072(NAD 83)
 AH3773
 AH3773|---------------------------------------------------------------------|
 AH3773| PID    Reference Object                     Distance      Geod. Az  |
 AH3773|                                                           dddmmss.s |
 AH3773| AH3774 33 97 GPS 8                         APPROX. 0.7 KM 0650818.8 |
 AH3773|---------------------------------------------------------------------|
 AH3773
 AH3773                          SUPERSEDED SURVEY CONTROL
 AH3773
 AH3773  NAD 83(2007)-  29 57 56.63348(N)    083 13 33.27959(W) AD(2002.00) 0
 AH3773  ELLIP H (02/10/07)   -7.285  (m)                       GP(2002.00)    
 AH3773  NAD 83(1999)-  29 57 56.63413(N)    083 13 33.27940(W) AD(       ) 1
 AH3773  ELLIP H (05/31/01)   -7.315  (m)                       GP(       ) 4 1
 AH3773  NAD 83(1990)-  29 57 56.63285(N)    083 13 33.27891(W) AD(       ) 1
 AH3773  ELLIP H (10/02/98)   -7.297  (m)                       GP(       ) 3 1
 AH3773  NAVD 88 (10/02/98)   20.5    (m)  GEOID96  model used  GPS OBS        
 AH3773
 AH3773.Superseded values are not recommended for survey control.
 AH3773
 AH3773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3773.See file dsdata.pdf to determine how the superseded data were derived.
 AH3773
 AH3773_MARKER: DD = SURVEY DISK
 AH3773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH3773_STAMPING: 33 97 GPS 7
 AH3773_MARK LOGO: FLDT
 AH3773_PROJECTION: FLUSH
 AH3773_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH3773+STABILITY: SURFACE MOTION
 AH3773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3773+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2002
 AH3773
 AH3773  HISTORY     - Date     Condition        Report By
 AH3773  HISTORY     - 1997     MONUMENTED       FLDT
 AH3773  HISTORY     - 20020423 GOOD             DCJOHN
 AH3773
 AH3773                          STATION DESCRIPTION
 AH3773
 AH3773'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1997
 AH3773'THE STATION IS APPROXIMATELY 3.9 MI (6.3 KM) NORTHEAST OF COOKS
 AH3773'HAMMOCK, 6.8 MI (10.9 KM) SOUTHWEST OF MAYO AND 18.1 MI (29.1 KM) WEST
 AH3773'OF BRANFORD.--  FROM THE INTERSECTION OF STATE ROAD 51 AND LAFAYETTE
 AH3773'COUNTY ROAD 357, PROCEED NORTHEAST ON STATE ROAD 51 FOR 3.4 MI (5.5
 AH3773'KM) TO A CONCRETE BRIDGE.  CONTINUE NORTHEAST ON STATE ROAD 51 FOR 0.6
 AH3773'MI (1.0 KM) TO THE STATION ON THE LEFT, A STANDARD BRASS FLORIDA
 AH3773'DEPARTMENT OF TRANSPORTATION (FDOT) DISC SET IN THE TOP OF A 12-INCH
 AH3773'DIAMETER CONCRETE MONUMENT FLUSH WITH THE GROUND.  THE STATION IS 26
 AH3773'FT (7.9 M) NORTH OF THE CENTERLINE OF STATE ROAD 51 AND 7.2 FT (2.2 M)
 AH3773'SOUTHWEST OF A CARSONITE WITNESS POST.--  REFERENCES--  NAIL AND DISC
 AH3773'(LB 4514) , SET IN A 4-INCH LAUREL OAK TREE, NORTH 76 DEGREES WEST AT
 AH3773'51.68 FT (15.75 M) ,--  NAIL AND DISC (LB 4514) , SET IN A 14-INCH
 AH3773'LAUREL OAK TREE, NORTH 18 DEGREES EAST AT 55.90 FT (17.04 M) ,--  NAIL
 AH3773'AND DISC (LB 4514) , SET IN THE EDGE OF PAVEMENT OF STATE ROAD 51,
 AH3773'SOUTH 70 DEGREES EAST AT 18.89 FT (5.76 M) .
 AH3773
 AH3773                          STATION RECOVERY (2002)
 AH3773
 AH3773'RECOVERY NOTE BY DC JOHNSON ASSOC 2002 (ARG)
 AH3773'RECOVERED AS DESCRIBED. (ARG)
 AH3773'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9882 ***********************************************************************
 AC9882  DESIGNATION -  33 CMP
 AC9882  PID         -  AC9882
 AC9882  STATE/COUNTY-  FL/MARION
 AC9882  COUNTRY     -  US
 AC9882  USGS QUAD   -  LAKE KERR (2018)
 AC9882
 AC9882                         *CURRENT SURVEY CONTROL
 AC9882  ______________________________________________________________________
 AC9882* NAD 83(1986) POSITION- 29 22 05.0    (N) 081 51 27.8    (W)   HD_HELD2
 AC9882* NAVD 88 ORTHO HEIGHT -    29.688 (meters)       97.40  (feet) ADJUSTED
 AC9882  ______________________________________________________________________
 AC9882  GEOID HEIGHT    -        -28.178 (meters)                     GEOID18
 AC9882  DYNAMIC HEIGHT  -         29.647 (meters)       97.27  (feet) COMP
 AC9882  MODELED GRAVITY -    979,262.9   (mgal)                       NAVD 88
 AC9882
 AC9882  VERT ORDER      -  SECOND    CLASS I
 AC9882
 AC9882.The horizontal coordinates were established by autonomous hand held GPS
 AC9882.observations and have an estimated accuracy of +/- 10 meters.
 AC9882
 AC9882.The orthometric height was determined by differential leveling and
 AC9882.adjusted by the NATIONAL GEODETIC SURVEY
 AC9882.in September 1997.
 AC9882
 AC9882.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9882.GEOID18 height accuracy estimate available here.
 AC9882
 AC9882.Click photographs - Photos may exist for this station.
 AC9882
 AC9882.The dynamic height is computed by dividing the NAVD 88
 AC9882.geopotential number by the normal gravity value computed on the
 AC9882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9882.degrees latitude (g = 980.6199 gals.).
 AC9882
 AC9882.The modeled gravity was interpolated from observed gravity values.
 AC9882
 AC9882;                    North         East    Units  Estimated Accuracy
 AC9882;SPC FL W     -   557,831.      213,813.      MT  (+/- 10 meters HH2 GPS)
 AC9882
 AC9882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN1675349069(NAD 83)
 AC9882
 AC9882                          SUPERSEDED SURVEY CONTROL
 AC9882
 AC9882.No superseded survey control is available for this station.
 AC9882
 AC9882_MARKER: DD = SURVEY DISK
 AC9882_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AC9882_STAMPING: 33 CMP 1969
 AC9882_MARK LOGO: DI
 AC9882_PROJECTION: RECESSED 5 CENTIMETERS
 AC9882_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9882_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9882+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2008
 AC9882
 AC9882  HISTORY     - Date     Condition        Report By
 AC9882  HISTORY     - 1969     MONUMENTED       USGS
 AC9882  HISTORY     - 19960729 GOOD             FLDEP
 AC9882  HISTORY     - 20080322 GOOD             FLDEP
 AC9882
 AC9882                          STATION DESCRIPTION
 AC9882
 AC9882'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9882'THE MARK IS ABOUT 6.75 MI (10.86 KM) EAST OF MC COY, 9.5 MI (15.3 KM)
 AC9882'WEST OF SALT SPRINGS ON COUNTY ROAD 316, IN SECTION 13, TOWNSHIP 13
 AC9882'SOUTH, RANGE 24 EAST. TO REACH THE MARK FROM THE POST OFFICE IN FORT
 AC9882'MC COY ON COUNTY ROAD 315, GO SOUTH ON COUNTY ROAD 315 FOR 0.15 MI
 AC9882'(0.24 KM) TO THE INTERSECTION OF COUNTY ROAD 316, TURN LEFT ON COUNTY
 AC9882'ROAD 316 AND GO EAST FOR 6.75 MI (10.86 KM) TO THE INTERSECTION OF
 AC9882'ROAD 97, A NORTH-SOUTH DIRT ROAD AND THE MARK ON THE LEFT, A 6-INCH
 AC9882'SQUARE PREFABRICATED CONCRETE POST RECESSED 0.3 FT (9.1 CM) BELOW THE
 AC9882'LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD
 AC9882'316. LOCATED 69.7 FT (21.2 M) EAST OF VERTICAL CONTROL MARK NUMBER H
 AC9882'451 1996, 66.0 FT (20.1 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 316,
 AC9882'35.0 FT (10.7 M) EAST OF THE APPROXIMATE CENTERLINE OF ROAD 97, 13.7
 AC9882'FT (4.2 M) EAST OF A GAS PIPE LINE CONCRETE WITNESS POST AND 0.6 FT
 AC9882'(18.3 CM) SOUTH OF A CARSONITE WITNESS POST.
 AC9882
 AC9882                          STATION RECOVERY (2008)
 AC9882
 AC9882'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AC9882'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0771 ***********************************************************************
 AQ0771  DESIGNATION -  33 JAS
 AQ0771  PID         -  AQ0771
 AQ0771  STATE/COUNTY-  FL/MARION
 AQ0771  COUNTRY     -  US
 AQ0771  USGS QUAD   -  LAKE MARY (2018)
 AQ0771
 AQ0771                         *CURRENT SURVEY CONTROL
 AQ0771  ______________________________________________________________________
 AQ0771* NAD 83(1986) POSITION- 29 07 03.     (N) 081 45 21.     (W)   SCALED
 AQ0771* NAVD 88 ORTHO HEIGHT -    30.423 (meters)       99.81  (feet) ADJUSTED
 AQ0771  ______________________________________________________________________
 AQ0771  GEOID HEIGHT    -        -28.136 (meters)                     GEOID18
 AQ0771  DYNAMIC HEIGHT  -         30.380 (meters)       99.67  (feet) COMP
 AQ0771  MODELED GRAVITY -    979,232.3   (mgal)                       NAVD 88
 AQ0771
 AQ0771  VERT ORDER      -  FIRST     CLASS II
 AQ0771
 AQ0771.The horizontal coordinates were scaled from a map and have
 AQ0771.an estimated accuracy of +/- 6 seconds.
 AQ0771
 AQ0771.The orthometric height was determined by differential leveling and
 AQ0771.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0771.in June 1991.
 AQ0771
 AQ0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0771.GEOID18 height accuracy estimate available here.
 AQ0771
 AQ0771.Click photographs - Photos may exist for this station.
 AQ0771
 AQ0771.The dynamic height is computed by dividing the NAVD 88
 AQ0771.geopotential number by the normal gravity value computed on the
 AQ0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0771.degrees latitude (g = 980.6199 gals.).
 AQ0771
 AQ0771.The modeled gravity was interpolated from observed gravity values.
 AQ0771
 AQ0771;                    North         East    Units  Estimated Accuracy
 AQ0771;SPC FL W     -   530,080.      223,760.      MT  (+/- 180 meters Scaled)
 AQ0771
 AQ0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN264212(NAD 83)
 AQ0771
 AQ0771                          SUPERSEDED SURVEY CONTROL
 AQ0771
 AQ0771  NGVD 29 (??/??/92)   30.745  (m)          100.87   (f) ADJ UNCH    1 2
 AQ0771
 AQ0771.Superseded values are not recommended for survey control.
 AQ0771
 AQ0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0771.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0771
 AQ0771_MARKER: DB = BENCH MARK DISK
 AQ0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0771_STAMPING: 33 JAS 1966 101
 AQ0771_MARK LOGO: USGS
 AQ0771_PROJECTION: PROJECTING 5 CENTIMETERS
 AQ0771_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0771+STABILITY: SURFACE MOTION
 AQ0771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0771+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 AQ0771
 AQ0771  HISTORY     - Date     Condition        Report By
 AQ0771  HISTORY     - 1966     MONUMENTED       USGS
 AQ0771  HISTORY     - 1968     GOOD             CGS
 AQ0771  HISTORY     - 1990     GOOD             USPSQD
 AQ0771  HISTORY     - 20040415 GOOD             FLDEP
 AQ0771  HISTORY     - 20040721 GOOD             FLDEP
 AQ0771
 AQ0771                          STATION DESCRIPTION
 AQ0771
 AQ0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0771'19 MI W FROM ASTOR.
 AQ0771'ABOUT 14.85 MILES WEST ALONG STATE HIGHWAY 40 FROM THE WEST END
 AQ0771'OF THE DRAWBRIDGE OVER ST. JOHNS RIVER AT ASTOR, THENCE ABOUT
 AQ0771'4.15 MILES SOUTH ALONG FOREST SERVICE ROAD 88, ABOUT 0.7 MILE
 AQ0771'NORTH OF THE INTERSECTION OF FOREST SERVICE ROAD 95, ABOUT 0.2
 AQ0771'MILE NORTH OF A HIGH PRESSURE GAS LINE CROSSING, 31 FEET WEST OF
 AQ0771'THE CENTER LINE OF THE ROAD, 1.0 FOOT EAST OF A METAL WITNESS
 AQ0771'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 AQ0771'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AQ0771
 AQ0771                          STATION RECOVERY (1990)
 AQ0771
 AQ0771'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0771'RECOVERED IN GOOD CONDITION.
 AQ0771
 AQ0771                          STATION RECOVERY (2004)
 AQ0771
 AQ0771'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ0771'RECOVERED IN GOOD CONDITION.
 AQ0771'
 AQ0771'NOTE FOREST SERVICE ROAD HAS BEEN RENUMBERED TO 588.
 AQ0771
 AQ0771                          STATION RECOVERY (2004)
 AQ0771
 AQ0771'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 AQ0771'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0197 ***********************************************************************
 AG0197  DESIGNATION -  330
 AG0197  PID         -  AG0197
 AG0197  STATE/COUNTY-  FL/PINELLAS
 AG0197  COUNTRY     -  US
 AG0197  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0197
 AG0197                         *CURRENT SURVEY CONTROL
 AG0197  ______________________________________________________________________
 AG0197* NAD 83(1986) POSITION- 27 53 11.     (N) 082 43 29.     (W)   SCALED
 AG0197* NAVD 88 ORTHO HEIGHT -     5.320 (meters)       17.45  (feet) ADJUSTED
 AG0197  ______________________________________________________________________
 AG0197  GEOID HEIGHT    -        -24.597 (meters)                     GEOID18
 AG0197  DYNAMIC HEIGHT  -          5.312 (meters)       17.43  (feet) COMP
 AG0197  MODELED GRAVITY -    979,183.9   (mgal)                       NAVD 88
 AG0197
 AG0197  VERT ORDER      -  SECOND    CLASS II
 AG0197
 AG0197.The horizontal coordinates were scaled from a map and have
 AG0197.an estimated accuracy of +/- 6 seconds.
 AG0197
 AG0197.The orthometric height was determined by differential leveling and
 AG0197.adjusted by the NATIONAL GEODETIC SURVEY
 AG0197.in June 1991.
 AG0197
 AG0197.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0197.GEOID18 height accuracy estimate available here.
 AG0197
 AG0197.Click photographs - Photos may exist for this station.
 AG0197
 AG0197.The dynamic height is computed by dividing the NAVD 88
 AG0197.geopotential number by the normal gravity value computed on the
 AG0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0197.degrees latitude (g = 980.6199 gals.).
 AG0197
 AG0197.The modeled gravity was interpolated from observed gravity values.
 AG0197
 AG0197;                    North         East    Units  Estimated Accuracy
 AG0197;SPC FL W     -   393,830.      128,640.      MT  (+/- 180 meters Scaled)
 AG0197
 AG0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL302858(NAD 83)
 AG0197
 AG0197                          SUPERSEDED SURVEY CONTROL
 AG0197
 AG0197  NGVD 29 (??/??/92)    5.583  (m)           18.32   (f) ADJ UNCH    2 2
 AG0197
 AG0197.Superseded values are not recommended for survey control.
 AG0197
 AG0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0197.See file dsdata.pdf to determine how the superseded data were derived.
 AG0197
 AG0197_MARKER: DD = SURVEY DISK
 AG0197_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0197_SP_SET: CULVERT HEADWALL
 AG0197_STAMPING: 330
 AG0197_MARK LOGO: FLHD
 AG0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0197+STABILITY: SURFACE MOTION
 AG0197
 AG0197  HISTORY     - Date     Condition        Report By
 AG0197  HISTORY     - UNK      MONUMENTED       FLHD
 AG0197  HISTORY     - 1976     GOOD             NGS
 AG0197  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AG0197  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0197
 AG0197                          STATION DESCRIPTION
 AG0197
 AG0197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0197'0.5 MI E FROM LARGO.
 AG0197'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0197'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON US ALT.
 AG0197'HWY. 19A FOR 3.30 MILE TO 126TH AVE. (S.R. 6).  TURN RIGHT ON 126TH
 AG0197'AVE. AND RUN EASTERLY FOR 0.35 MILE.  STATION IS ON THE RIGHT, 23.3
 AG0197'FT. SOUTH OF THE CENTERLINE OF 126TH AVE., 87.3 FT. WEST OF ASPHALT
 AG0197'DRIVEWAY (PATTY ANN MOBILE PARK).  SET IN TOP OF A CONCRETE HEAD WALL.
 AG0197'SECTION 8, T 30, R 16.
 AG0197
 AG0197                          STATION RECOVERY (1991)
 AG0197
 AG0197'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0197'MARK NOT FOUND.
 AG0197
 AG0197                          STATION RECOVERY (1999)
 AG0197
 AG0197'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0197'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0188 ***********************************************************************
 AG0188  DESIGNATION -  331
 AG0188  PID         -  AG0188
 AG0188  STATE/COUNTY-  FL/PINELLAS
 AG0188  COUNTRY     -  US
 AG0188  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0188
 AG0188                         *CURRENT SURVEY CONTROL
 AG0188  ______________________________________________________________________
 AG0188* NAD 83(1986) POSITION- 27 53 10.1    (N) 082 43 18.9    (W)   HD_HELD2
 AG0188* NAVD 88 ORTHO HEIGHT -     5.236 (meters)       17.18  (feet) ADJUSTED
 AG0188  ______________________________________________________________________
 AG0188  GEOID HEIGHT    -        -24.601 (meters)                     GEOID18
 AG0188  DYNAMIC HEIGHT  -          5.228 (meters)       17.15  (feet) COMP
 AG0188  MODELED GRAVITY -    979,183.9   (mgal)                       NAVD 88
 AG0188
 AG0188  VERT ORDER      -  SECOND    CLASS II
 AG0188
 AG0188.The horizontal coordinates were established by autonomous hand held GPS
 AG0188.observations and have an estimated accuracy of +/- 10 meters.
 AG0188
 AG0188.The orthometric height was determined by differential leveling and
 AG0188.adjusted by the NATIONAL GEODETIC SURVEY
 AG0188.in June 1991.
 AG0188
 AG0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0188.GEOID18 height accuracy estimate available here.
 AG0188
 AG0188.Click photographs - Photos may exist for this station.
 AG0188
 AG0188.The dynamic height is computed by dividing the NAVD 88
 AG0188.geopotential number by the normal gravity value computed on the
 AG0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0188.degrees latitude (g = 980.6199 gals.).
 AG0188
 AG0188.The modeled gravity was interpolated from observed gravity values.
 AG0188
 AG0188;                    North         East    Units  Estimated Accuracy
 AG0188;SPC FL W     -   393,801.      128,920.      MT  (+/- 10 meters HH2 GPS)
 AG0188
 AG0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3050485780(NAD 83)
 AG0188
 AG0188                          SUPERSEDED SURVEY CONTROL
 AG0188
 AG0188  NGVD 29 (??/??/92)    5.499  (m)           18.04   (f) ADJ UNCH    2 2
 AG0188
 AG0188.Superseded values are not recommended for survey control.
 AG0188
 AG0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0188.See file dsdata.pdf to determine how the superseded data were derived.
 AG0188
 AG0188_MARKER: DD = SURVEY DISK
 AG0188_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0188_SP_SET: CULVERT HEADWALL
 AG0188_STAMPING: 331
 AG0188_MARK LOGO: FLHD
 AG0188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0188+STABILITY: SURFACE MOTION
 AG0188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0188+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2011
 AG0188
 AG0188  HISTORY     - Date     Condition        Report By
 AG0188  HISTORY     - UNK      MONUMENTED       FLHD
 AG0188  HISTORY     - 1976     GOOD             NGS
 AG0188  HISTORY     - 1991     GOOD             USPSQD
 AG0188  HISTORY     - 19991214 GOOD             USPSQD
 AG0188  HISTORY     - 20080908 GOOD             PINCPW
 AG0188  HISTORY     - 20110122 GOOD             GEOCAC
 AG0188
 AG0188                          STATION DESCRIPTION
 AG0188
 AG0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0188'0.7 MI E FROM LARGO.
 AG0188'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0188'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0188'HWY. 19A FOR 3.30 MILES TO 126TH AVE. (S.R. 6).  TURN RIGHT ON 126TH
 AG0188'AVE. AND RUN EASTERLY FOR 0.45 MILE.  STATION ON THE RIGHT, 32.9 FT.
 AG0188'SOUTH OF THE CENTERLINE OF 126TH AVE., 51.0 FT. EAST OF CONCRETE POWER
 AG0188'POLE (NO NUMBER).  SET IN TOP OF A CONCRETE HEAD WALL.  SECTION 8, T
 AG0188'30, R 16.
 AG0188
 AG0188                          STATION RECOVERY (1991)
 AG0188
 AG0188'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0188'RECOVERED IN GOOD CONDITION.
 AG0188
 AG0188                          STATION RECOVERY (1999)
 AG0188
 AG0188'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0188'RECOVERED IN GOOD CONDITION.
 AG0188
 AG0188                          STATION RECOVERY (2008)
 AG0188
 AG0188'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0188'RECOVERED IN GOOD CONDITION.
 AG0188
 AG0188                          STATION RECOVERY (2011)
 AG0188
 AG0188'RECOVERY NOTE BY GEOCACHING 2011 (DEC)
 AG0188'GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0189 ***********************************************************************
 AG0189  DESIGNATION -  332
 AG0189  PID         -  AG0189
 AG0189  STATE/COUNTY-  FL/PINELLAS
 AG0189  COUNTRY     -  US
 AG0189  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0189
 AG0189                         *CURRENT SURVEY CONTROL
 AG0189  ______________________________________________________________________
 AG0189* NAD 83(1986) POSITION- 27 53 10.0    (N) 082 43 13.7    (W)   HD_HELD2
 AG0189* NAVD 88 ORTHO HEIGHT -     4.978 (meters)       16.33  (feet) ADJUSTED
 AG0189  ______________________________________________________________________
 AG0189  GEOID HEIGHT    -        -24.602 (meters)                     GEOID18
 AG0189  DYNAMIC HEIGHT  -          4.970 (meters)       16.31  (feet) COMP
 AG0189  MODELED GRAVITY -    979,183.9   (mgal)                       NAVD 88
 AG0189
 AG0189  VERT ORDER      -  SECOND    CLASS II
 AG0189
 AG0189.The horizontal coordinates were established by autonomous hand held GPS
 AG0189.observations and have an estimated accuracy of +/- 10 meters.
 AG0189
 AG0189.The orthometric height was determined by differential leveling and
 AG0189.adjusted by the NATIONAL GEODETIC SURVEY
 AG0189.in June 1991.
 AG0189
 AG0189.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0189.GEOID18 height accuracy estimate available here.
 AG0189
 AG0189.Click photographs - Photos may exist for this station.
 AG0189
 AG0189.The dynamic height is computed by dividing the NAVD 88
 AG0189.geopotential number by the normal gravity value computed on the
 AG0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0189.degrees latitude (g = 980.6199 gals.).
 AG0189
 AG0189.The modeled gravity was interpolated from observed gravity values.
 AG0189
 AG0189;                    North         East    Units  Estimated Accuracy
 AG0189;SPC FL W     -   393,797.      129,062.      MT  (+/- 10 meters HH2 GPS)
 AG0189
 AG0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3064685775(NAD 83)
 AG0189
 AG0189                          SUPERSEDED SURVEY CONTROL
 AG0189
 AG0189  NGVD 29 (??/??/92)    5.241  (m)           17.19   (f) ADJ UNCH    2 2
 AG0189
 AG0189.Superseded values are not recommended for survey control.
 AG0189
 AG0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0189.See file dsdata.pdf to determine how the superseded data were derived.
 AG0189
 AG0189_MARKER: DD = SURVEY DISK
 AG0189_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0189_SP_SET: CULVERT HEADWALL
 AG0189_STAMPING: 332
 AG0189_MARK LOGO: FLHD
 AG0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0189+STABILITY: SURFACE MOTION
 AG0189_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0189+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2011
 AG0189
 AG0189  HISTORY     - Date     Condition        Report By
 AG0189  HISTORY     - UNK      MONUMENTED       FLHD
 AG0189  HISTORY     - 1976     GOOD             NGS
 AG0189  HISTORY     - 1991     GOOD             USPSQD
 AG0189  HISTORY     - 19991214 GOOD             USPSQD
 AG0189  HISTORY     - 20080908 GOOD             PINCPW
 AG0189  HISTORY     - 20110122 GOOD             GEOCAC
 AG0189  HISTORY     - 20150804 GOOD             SUTESO
 AG0189
 AG0189                          STATION DESCRIPTION
 AG0189
 AG0189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0189'0.8 MI E FROM LARGO.
 AG0189'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0189'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0189'HWY. 19A FOR 3.30 MILES TO 126TH AVE. (S.R. 6).  TURN RIGHT ON 126TH
 AG0189'AVE. AND RUN EASTERLY FOR 0.55 MILE.  STATION ON THE RIGHT, 33.0 FT.
 AG0189'SOUTH OF THE CENTERLINE OF 126TH AVE., 81.7 FT. EAST OF THE CENTERLINE
 AG0189'OF 62ND ST. N.  SET IN THE TOP OF A CONCRETE HEAD WALL. SECTION 8, T
 AG0189'30, R 16.
 AG0189
 AG0189                          STATION RECOVERY (1991)
 AG0189
 AG0189'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0189'RECOVERED IN GOOD CONDITION.
 AG0189
 AG0189                          STATION RECOVERY (1999)
 AG0189
 AG0189'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0189'RECOVERED IN GOOD CONDITION.
 AG0189
 AG0189                          STATION RECOVERY (2008)
 AG0189
 AG0189'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0189'RECOVERED IN GOOD CONDITION.
 AG0189
 AG0189                          STATION RECOVERY (2011)
 AG0189
 AG0189'RECOVERY NOTE BY GEOCACHING 2011 (DEC)
 AG0189'GOOD CONDITION
 AG0189
 AG0189                          STATION RECOVERY (2015)
 AG0189
 AG0189'RECOVERY NOTE BY SURVTECH SOLUTIONS 2015
 AG0189'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0190 ***********************************************************************
 AG0190  DESIGNATION -  333
 AG0190  PID         -  AG0190
 AG0190  STATE/COUNTY-  FL/PINELLAS
 AG0190  COUNTRY     -  US
 AG0190  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0190
 AG0190                         *CURRENT SURVEY CONTROL
 AG0190  ______________________________________________________________________
 AG0190* NAD 83(1986) POSITION- 27 53 19.     (N) 082 43 41.     (W)   SCALED
 AG0190* NAVD 88 ORTHO HEIGHT -     5.413 (meters)       17.76  (feet) ADJUSTED
 AG0190  ______________________________________________________________________
 AG0190  GEOID HEIGHT    -        -24.597 (meters)                     GEOID18
 AG0190  DYNAMIC HEIGHT  -          5.405 (meters)       17.73  (feet) COMP
 AG0190  MODELED GRAVITY -    979,184.1   (mgal)                       NAVD 88
 AG0190
 AG0190  VERT ORDER      -  SECOND    CLASS II
 AG0190
 AG0190.The horizontal coordinates were scaled from a map and have
 AG0190.an estimated accuracy of +/- 6 seconds.
 AG0190
 AG0190.The orthometric height was determined by differential leveling and
 AG0190.adjusted by the NATIONAL GEODETIC SURVEY
 AG0190.in June 1991.
 AG0190
 AG0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0190.GEOID18 height accuracy estimate available here.
 AG0190
 AG0190.Click photographs - Photos may exist for this station.
 AG0190
 AG0190.The dynamic height is computed by dividing the NAVD 88
 AG0190.geopotential number by the normal gravity value computed on the
 AG0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0190.degrees latitude (g = 980.6199 gals.).
 AG0190
 AG0190.The modeled gravity was interpolated from observed gravity values.
 AG0190
 AG0190;                    North         East    Units  Estimated Accuracy
 AG0190;SPC FL W     -   394,080.      128,320.      MT  (+/- 180 meters Scaled)
 AG0190
 AG0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL299860(NAD 83)
 AG0190
 AG0190                          SUPERSEDED SURVEY CONTROL
 AG0190
 AG0190  NGVD 29 (??/??/92)    5.676  (m)           18.62   (f) ADJ UNCH    2 2
 AG0190
 AG0190.Superseded values are not recommended for survey control.
 AG0190
 AG0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0190.See file dsdata.pdf to determine how the superseded data were derived.
 AG0190
 AG0190_MARKER: DD = SURVEY DISK
 AG0190_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0190_SP_SET: CULVERT HEADWALL
 AG0190_STAMPING: 333
 AG0190_MARK LOGO: FLHD
 AG0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0190+STABILITY: SURFACE MOTION
 AG0190
 AG0190  HISTORY     - Date     Condition        Report By
 AG0190  HISTORY     - UNK      MONUMENTED       FLHD
 AG0190  HISTORY     - 1976     GOOD             NGS
 AG0190  HISTORY     - 1991     GOOD             USPSQD
 AG0190  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0190
 AG0190                          STATION DESCRIPTION
 AG0190
 AG0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0190'0.2 MI E FROM LARGO.
 AG0190'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0190'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0190'HWY. 19A FOR 3.50 MILE.  STATION ON RIGHT, 63.6 FT. EAST OF THE
 AG0190'CENTERLINE OF 66 ST., 93.3 FT. SOUTH OF POWER POLE (NUMBER 98085). SET
 AG0190'IN THE TOP OF A CONCRETE HEAD WALL.  SECTION 8, T 30, R 16.
 AG0190
 AG0190                          STATION RECOVERY (1991)
 AG0190
 AG0190'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0190'RECOVERED IN GOOD CONDITION.
 AG0190
 AG0190                          STATION RECOVERY (1999)
 AG0190
 AG0190'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0190'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0191 ***********************************************************************
 AG0191  DESIGNATION -  334
 AG0191  PID         -  AG0191
 AG0191  STATE/COUNTY-  FL/PINELLAS
 AG0191  COUNTRY     -  US
 AG0191  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0191
 AG0191                         *CURRENT SURVEY CONTROL
 AG0191  ______________________________________________________________________
 AG0191* NAD 83(1986) POSITION- 27 53 55.     (N) 082 43 41.     (W)   SCALED
 AG0191* NAVD 88 ORTHO HEIGHT -     4.993 (meters)       16.38  (feet) ADJUSTED
 AG0191  ______________________________________________________________________
 AG0191  GEOID HEIGHT    -        -24.617 (meters)                     GEOID18
 AG0191  DYNAMIC HEIGHT  -          4.986 (meters)       16.36  (feet) COMP
 AG0191  MODELED GRAVITY -    979,184.7   (mgal)                       NAVD 88
 AG0191
 AG0191  VERT ORDER      -  SECOND    CLASS II
 AG0191
 AG0191.The horizontal coordinates were scaled from a map and have
 AG0191.an estimated accuracy of +/- 6 seconds.
 AG0191
 AG0191.The orthometric height was determined by differential leveling and
 AG0191.adjusted by the NATIONAL GEODETIC SURVEY
 AG0191.in June 1991.
 AG0191
 AG0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0191.GEOID18 height accuracy estimate available here.
 AG0191
 AG0191.Click photographs - Photos may exist for this station.
 AG0191
 AG0191.The dynamic height is computed by dividing the NAVD 88
 AG0191.geopotential number by the normal gravity value computed on the
 AG0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0191.degrees latitude (g = 980.6199 gals.).
 AG0191
 AG0191.The modeled gravity was interpolated from observed gravity values.
 AG0191
 AG0191;                    North         East    Units  Estimated Accuracy
 AG0191;SPC FL W     -   395,190.      128,320.      MT  (+/- 180 meters Scaled)
 AG0191
 AG0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL299871(NAD 83)
 AG0191
 AG0191                          SUPERSEDED SURVEY CONTROL
 AG0191
 AG0191  NGVD 29 (??/??/92)    5.256  (m)           17.24   (f) ADJ UNCH    2 2
 AG0191
 AG0191.Superseded values are not recommended for survey control.
 AG0191
 AG0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0191.See file dsdata.pdf to determine how the superseded data were derived.
 AG0191
 AG0191_MARKER: DD = SURVEY DISK
 AG0191_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0191_SP_SET: CULVERT HEADWALL
 AG0191_STAMPING: 334
 AG0191_MARK LOGO: FLHD
 AG0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0191+STABILITY: SURFACE MOTION
 AG0191
 AG0191  HISTORY     - Date     Condition        Report By
 AG0191  HISTORY     - UNK      MONUMENTED       FLHD
 AG0191  HISTORY     - 1976     GOOD             NGS
 AG0191  HISTORY     - 19991214 POOR             USPSQD
 AG0191  HISTORY     - 20080909 GOOD             PINCPW
 AG0191
 AG0191                          STATION DESCRIPTION
 AG0191
 AG0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0191'0.2 MI E FROM LARGO.
 AG0191'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19A
 AG0191'(SR-693, 66 ST.) AND SR-694 (PARK BLVD.).  RUN NORTHERLY ON U.S. ALT.
 AG0191'HWY. 19A FOR 4.15 MILE.  STATION ON RIGHT, 78.0 FT. EAST OF THE
 AG0191'CENTERLINE OF 66 ST., 65.0 FT. N.N.W. OF POWER POLE (NUMBER 1-81349).
 AG0191'SET IN THE TOP OF A CONCRETE HEAD WALL.  SECTION 5, T 30, R 16.
 AG0191
 AG0191                          STATION RECOVERY (1999)
 AG0191
 AG0191'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0191'MARK RECOVERED IN POOR CONDITION.
 AG0191
 AG0191                          STATION RECOVERY (2008)
 AG0191
 AG0191'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0192 ***********************************************************************
 AG0192  DESIGNATION -  335
 AG0192  PID         -  AG0192
 AG0192  STATE/COUNTY-  FL/PINELLAS
 AG0192  COUNTRY     -  US
 AG0192  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0192
 AG0192                         *CURRENT SURVEY CONTROL
 AG0192  ______________________________________________________________________
 AG0192* NAD 83(1986) POSITION- 27 48 37.     (N) 082 41 59.     (W)   SCALED
 AG0192* NAVD 88 ORTHO HEIGHT -     9.021 (meters)       29.60  (feet) ADJUSTED
 AG0192  ______________________________________________________________________
 AG0192  GEOID HEIGHT    -        -24.493 (meters)                     GEOID18
 AG0192  DYNAMIC HEIGHT  -          9.008 (meters)       29.55  (feet) COMP
 AG0192  MODELED GRAVITY -    979,178.5   (mgal)                       NAVD 88
 AG0192
 AG0192  VERT ORDER      -  SECOND    CLASS II
 AG0192
 AG0192.The horizontal coordinates were scaled from a map and have
 AG0192.an estimated accuracy of +/- 6 seconds.
 AG0192
 AG0192.The orthometric height was determined by differential leveling and
 AG0192.adjusted by the NATIONAL GEODETIC SURVEY
 AG0192.in June 1991.
 AG0192
 AG0192.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0192.GEOID18 height accuracy estimate available here.
 AG0192
 AG0192.Click photographs - Photos may exist for this station.
 AG0192
 AG0192.The dynamic height is computed by dividing the NAVD 88
 AG0192.geopotential number by the normal gravity value computed on the
 AG0192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0192.degrees latitude (g = 980.6199 gals.).
 AG0192
 AG0192.The modeled gravity was interpolated from observed gravity values.
 AG0192
 AG0192;                    North         East    Units  Estimated Accuracy
 AG0192;SPC FL W     -   385,380.      131,060.      MT  (+/- 180 meters Scaled)
 AG0192
 AG0192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL325773(NAD 83)
 AG0192
 AG0192                          SUPERSEDED SURVEY CONTROL
 AG0192
 AG0192  NGVD 29 (??/??/92)    9.286  (m)           30.47   (f) ADJ UNCH    2 2
 AG0192
 AG0192.Superseded values are not recommended for survey control.
 AG0192
 AG0192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0192.See file dsdata.pdf to determine how the superseded data were derived.
 AG0192
 AG0192_MARKER: DD = SURVEY DISK
 AG0192_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0192_SP_SET: CULVERT HEADWALL
 AG0192_STAMPING: 335
 AG0192_MARK LOGO: FLHD
 AG0192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0192+STABILITY: SURFACE MOTION
 AG0192
 AG0192  HISTORY     - Date     Condition        Report By
 AG0192  HISTORY     - UNK      MONUMENTED       FLHD
 AG0192  HISTORY     - 1976     GOOD             NGS
 AG0192  HISTORY     - 1991     GOOD             USPSQD
 AG0192  HISTORY     - 19981027 GOOD             USPSQD
 AG0192  HISTORY     - 20031126 MARK NOT FOUND   USPSQD
 AG0192  HISTORY     - 20090112 GOOD             PINCPW
 AG0192
 AG0192                          STATION DESCRIPTION
 AG0192
 AG0192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0192'0.1 MI N FROM ST PETERSBURG.
 AG0192'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0192'(SR-595, 5TH AVE. N.) AND SR S-691 (49TH ST.).  RUN NORTHERLY ON 49
 AG0192'ST. FOR 2.25 MILES TO 40TH AVE.  STATION ON RIGHT, IN THE N.E. CORNER,
 AG0192'99.0 FT. EAST OF THE CENTERLINE OF 49TH ST., 70.0 FT. NORTH OF THE
 AG0192'CENTERLINE OF 40 AVE.  SET IN THE TOP OF THE CONCRETE HEADWALL.
 AG0192'SECTION 4, T 31, R 16.
 AG0192
 AG0192                          STATION RECOVERY (1991)
 AG0192
 AG0192'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD)
 AG0192'RECOVERED IN GOOD CONDITION.
 AG0192
 AG0192                          STATION RECOVERY (1998)
 AG0192
 AG0192'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0192'RECOVERED IN GOOD CONDITION.
 AG0192
 AG0192                          STATION RECOVERY (2003)
 AG0192
 AG0192'RECOVERY NOTE BY US POWER SQUADRON 2003 (RKS)
 AG0192'MARK NOT FOUND.
 AG0192
 AG0192                          STATION RECOVERY (2009)
 AG0192
 AG0192'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2009 (BE)
 AG0192'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0193 ***********************************************************************
 AG0193  DESIGNATION -  336
 AG0193  PID         -  AG0193
 AG0193  STATE/COUNTY-  FL/PINELLAS
 AG0193  COUNTRY     -  US
 AG0193  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0193
 AG0193                         *CURRENT SURVEY CONTROL
 AG0193  ______________________________________________________________________
 AG0193* NAD 83(1986) POSITION- 27 49 43.     (N) 082 41 59.     (W)   SCALED
 AG0193* NAVD 88 ORTHO HEIGHT -     6.779 (meters)       22.24  (feet) ADJUSTED
 AG0193  ______________________________________________________________________
 AG0193  GEOID HEIGHT    -        -24.522 (meters)                     GEOID18
 AG0193  DYNAMIC HEIGHT  -          6.769 (meters)       22.21  (feet) COMP
 AG0193  MODELED GRAVITY -    979,179.8   (mgal)                       NAVD 88
 AG0193
 AG0193  VERT ORDER      -  SECOND    CLASS II
 AG0193
 AG0193.The horizontal coordinates were scaled from a map and have
 AG0193.an estimated accuracy of +/- 6 seconds.
 AG0193
 AG0193.The orthometric height was determined by differential leveling and
 AG0193.adjusted by the NATIONAL GEODETIC SURVEY
 AG0193.in June 1991.
 AG0193
 AG0193.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0193.GEOID18 height accuracy estimate available here.
 AG0193
 AG0193.Click photographs - Photos may exist for this station.
 AG0193
 AG0193.The dynamic height is computed by dividing the NAVD 88
 AG0193.geopotential number by the normal gravity value computed on the
 AG0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0193.degrees latitude (g = 980.6199 gals.).
 AG0193
 AG0193.The modeled gravity was interpolated from observed gravity values.
 AG0193
 AG0193;                    North         East    Units  Estimated Accuracy
 AG0193;SPC FL W     -   387,410.      131,070.      MT  (+/- 180 meters Scaled)
 AG0193
 AG0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326793(NAD 83)
 AG0193
 AG0193                          SUPERSEDED SURVEY CONTROL
 AG0193
 AG0193  NGVD 29 (??/??/92)    7.042  (m)           23.10   (f) ADJ UNCH    2 2
 AG0193
 AG0193.Superseded values are not recommended for survey control.
 AG0193
 AG0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0193.See file dsdata.pdf to determine how the superseded data were derived.
 AG0193
 AG0193_MARKER: DD = SURVEY DISK
 AG0193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0193_SP_SET: CULVERT HEADWALL
 AG0193_STAMPING: 336
 AG0193_MARK LOGO: FLHD
 AG0193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0193+STABILITY: SURFACE MOTION
 AG0193_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0193+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2005
 AG0193
 AG0193  HISTORY     - Date     Condition        Report By
 AG0193  HISTORY     - 1976     MONUMENTED       FLHD
 AG0193  HISTORY     - 1976     GOOD             NGS
 AG0193  HISTORY     - 1978     GOOD             FL-103
 AG0193  HISTORY     - 19981027 MARK NOT FOUND   USPSQD
 AG0193  HISTORY     - 20050125 GOOD             USPSQD
 AG0193
 AG0193                          STATION DESCRIPTION
 AG0193
 AG0193'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0193'IN PINELLAS PARK.
 AG0193'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0193'(SR-595, 5TH AVE. N.) AND SR S-691 (49TH ST.).  RUN NORTHERLY ON 49TH
 AG0193'ST. FOR 3.55 MILES.  STATION ON RIGHT, 53.5 FT. EAST OF THE CENTERLINE
 AG0193'OF 49TH ST., 27.8 FT. N.E. OF THE CENTERLINE OF RAIL ROAD TRACKS. SET
 AG0193'IN THE TOP OF THE CONCRETE HEADWALL.  SECTION 33, T30, R16.
 AG0193
 AG0193                          STATION RECOVERY (1978)
 AG0193
 AG0193'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG0193'RECOVERED IN GOOD CONDITION.
 AG0193
 AG0193                          STATION RECOVERY (1998)
 AG0193
 AG0193'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0193'MARK NOT FOUND.
 AG0193
 AG0193                          STATION RECOVERY (2005)
 AG0193
 AG0193'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 AG0193'CONCRETE HEADWALL IS NOW ABOUT 4 FEET BELOW SIDEWALK
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD2399 ***********************************************************************
 BD2399  DESIGNATION -  336 JWM
 BD2399  PID         -  BD2399
 BD2399  STATE/COUNTY-  FL/TAYLOR
 BD2399  COUNTRY     -  US
 BD2399  USGS QUAD   -  PERRY (2018)
 BD2399
 BD2399                         *CURRENT SURVEY CONTROL
 BD2399  ______________________________________________________________________
 BD2399* NAD 83(1986) POSITION- 30 04 10.96   (N) 083 35 17.31   (W)   HD_HELD1
 BD2399* NAVD 88 ORTHO HEIGHT -    12.787 (meters)       41.95  (feet) ADJUSTED
 BD2399  ______________________________________________________________________
 BD2399  GEOID HEIGHT    -        -27.764 (meters)                     GEOID18
 BD2399  DYNAMIC HEIGHT  -         12.770 (meters)       41.90  (feet) COMP
 BD2399  MODELED GRAVITY -    979,321.7   (mgal)                       NAVD 88
 BD2399
 BD2399  VERT ORDER      -  SECOND    CLASS I
 BD2399
 BD2399.The horizontal coordinates were determined by differentially corrected
 BD2399.hand held GPS observations or other comparable positioning techniques
 BD2399.and have an estimated accuracy of +/- 3 meters.
 BD2399
 BD2399.The orthometric height was determined by differential leveling and
 BD2399.adjusted by the NATIONAL GEODETIC SURVEY
 BD2399.in June 1991.
 BD2399
 BD2399.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD2399.GEOID18 height accuracy estimate available here.
 BD2399
 BD2399.Click photographs - Photos may exist for this station.
 BD2399
 BD2399.The dynamic height is computed by dividing the NAVD 88
 BD2399.geopotential number by the normal gravity value computed on the
 BD2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2399.degrees latitude (g = 980.6199 gals.).
 BD2399
 BD2399.The modeled gravity was interpolated from observed gravity values.
 BD2399
 BD2399;                    North         East    Units  Estimated Accuracy
 BD2399;SPC FL N     -   118,926.1     687,914.9     MT  (+/- 3 meters HH1 GPS) 
 BD2399
 BD2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP5051129334(NAD 83)
 BD2399
 BD2399                          SUPERSEDED SURVEY CONTROL
 BD2399
 BD2399.No superseded survey control is available for this station.
 BD2399
 BD2399_MARKER: DB = BENCH MARK DISK
 BD2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2399_STAMPING: 336 JWM 1951 43
 BD2399_MARK LOGO: USGS
 BD2399_PROJECTION: FLUSH
 BD2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2399+STABILITY: SURFACE MOTION
 BD2399_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BD2399+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2019
 BD2399
 BD2399  HISTORY     - Date     Condition        Report By
 BD2399  HISTORY     - 1951     MONUMENTED       USGS
 BD2399  HISTORY     - 1980     GOOD             FLDNR
 BD2399  HISTORY     - 20180904 GOOD             INDIV
 BD2399  HISTORY     - 20191031 GOOD             FLDEP
 BD2399
 BD2399                          STATION DESCRIPTION
 BD2399
 BD2399'DESCRIBED BY FL DEPT OF NAT RES 1980
 BD2399'2 MI SOUTH FROM PERRY.
 BD2399'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19/98/27A AND COUNTY ROAD C361-A
 BD2399'IN PERRY, PROCEED SOUTHERLY 2.0 MILES ALONG C361-A TO THE MARK.  THE
 BD2399'MARK BEARS 41.1 FEET WEST OF C361-A CENTERLINE, 21.0 FEET SOUTH OF THE
 BD2399'CENTERLINE OF A DIRT ROAD TO THE ANTIOCH REVIVAL CENTER, 78.9 FEET
 BD2399'NORTH OF POWER POLE 3PP-3911R, AND 2.6 FEET EAST OF A FENCE LINE.
 BD2399'RECOVERED AS DESCRIBED IN USGS VERTICAL CONTROL DATA, QUAD
 BD2399'300833, LINE 3, PAGE 5.
 BD2399'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BD2399
 BD2399                          STATION RECOVERY (2018)
 BD2399
 BD2399'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (MLH)
 BD2399'RECOVERED IN GOOD CONDITION.
 BD2399
 BD2399                          STATION RECOVERY (2019)
 BD2399
 BD2399'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 BD2399'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0194 ***********************************************************************
 AG0194  DESIGNATION -  337
 AG0194  PID         -  AG0194
 AG0194  STATE/COUNTY-  FL/PINELLAS
 AG0194  COUNTRY     -  US
 AG0194  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0194
 AG0194                         *CURRENT SURVEY CONTROL
 AG0194  ______________________________________________________________________
 AG0194* NAD 83(1986) POSITION- 27 50 47.     (N) 082 41 59.     (W)   SCALED
 AG0194* NAVD 88 ORTHO HEIGHT -     3.605 (meters)       11.83  (feet) ADJUSTED
 AG0194  ______________________________________________________________________
 AG0194  GEOID HEIGHT    -        -24.553 (meters)                     GEOID18
 AG0194  DYNAMIC HEIGHT  -          3.600 (meters)       11.81  (feet) COMP
 AG0194  MODELED GRAVITY -    979,181.1   (mgal)                       NAVD 88
 AG0194
 AG0194  VERT ORDER      -  SECOND    CLASS II
 AG0194
 AG0194.The horizontal coordinates were scaled from a map and have
 AG0194.an estimated accuracy of +/- 6 seconds.
 AG0194
 AG0194.The orthometric height was determined by differential leveling and
 AG0194.adjusted by the NATIONAL GEODETIC SURVEY
 AG0194.in June 1991.
 AG0194
 AG0194.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0194.GEOID18 height accuracy estimate available here.
 AG0194
 AG0194.Click photographs - Photos may exist for this station.
 AG0194
 AG0194.The dynamic height is computed by dividing the NAVD 88
 AG0194.geopotential number by the normal gravity value computed on the
 AG0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0194.degrees latitude (g = 980.6199 gals.).
 AG0194
 AG0194.The modeled gravity was interpolated from observed gravity values.
 AG0194
 AG0194;                    North         East    Units  Estimated Accuracy
 AG0194;SPC FL W     -   389,380.      131,080.      MT  (+/- 180 meters Scaled)
 AG0194
 AG0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326813(NAD 83)
 AG0194
 AG0194                          SUPERSEDED SURVEY CONTROL
 AG0194
 AG0194  NGVD 29 (??/??/92)    3.868  (m)           12.69   (f) ADJ UNCH    2 2
 AG0194
 AG0194.Superseded values are not recommended for survey control.
 AG0194
 AG0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0194.See file dsdata.pdf to determine how the superseded data were derived.
 AG0194
 AG0194_MARKER: DD = SURVEY DISK
 AG0194_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0194_SP_SET: CULVERT HEADWALL
 AG0194_STAMPING: 337
 AG0194_MARK LOGO: FLHD
 AG0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0194+STABILITY: SURFACE MOTION
 AG0194
 AG0194  HISTORY     - Date     Condition        Report By
 AG0194  HISTORY     - UNK      MONUMENTED       FLHD
 AG0194  HISTORY     - 1976     GOOD             NGS
 AG0194  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 AG0194
 AG0194                          STATION DESCRIPTION
 AG0194
 AG0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0194'IN PINELLAS PARK.
 AG0194'TO REACH THE STATION FROM THE INTERSECTION OF SR-694 (PARK BLVD., 74TH
 AG0194'AVE.) AND SR S-691 (49TH ST.).  RUN NORTHERLY ON 49 ST. FOR 0.40 MILE.
 AG0194'STATION ON RIGHT, 54.5 FT. EAST OF THE CENTERLINE OF 49TH ST. N.,
 AG0194'133.4 FT. SOUTH OF THE CENTERLINE OF 80 TERRACE N.  SET IN THE TOP OF
 AG0194'THE CONCRETE HEADWALL.  SECTION 28, T 30, R 16.
 AG0194
 AG0194                          STATION RECOVERY (2003)
 AG0194
 AG0194'RECOVERY NOTE BY US POWER SQUADRON 2003 (JA)
 AG0194'NOT FOUND. THE DESCRIPTION MENTIONS A CONCRETE HEADWALL WHICH WE WERE
 AG0194'UNABLE TO FIND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0195 ***********************************************************************
 AG0195  DESIGNATION -  338
 AG0195  PID         -  AG0195
 AG0195  STATE/COUNTY-  FL/PINELLAS
 AG0195  COUNTRY     -  US
 AG0195  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0195
 AG0195                         *CURRENT SURVEY CONTROL
 AG0195  ______________________________________________________________________
 AG0195* NAD 83(1986) POSITION- 27 51 13.     (N) 082 41 59.     (W)   SCALED
 AG0195* NAVD 88 ORTHO HEIGHT -     3.249 (meters)       10.66  (feet) ADJUSTED
 AG0195  ______________________________________________________________________
 AG0195  GEOID HEIGHT    -        -24.566 (meters)                     GEOID18
 AG0195  DYNAMIC HEIGHT  -          3.244 (meters)       10.64  (feet) COMP
 AG0195  MODELED GRAVITY -    979,181.6   (mgal)                       NAVD 88
 AG0195
 AG0195  VERT ORDER      -  SECOND    CLASS II
 AG0195
 AG0195.The horizontal coordinates were scaled from a map and have
 AG0195.an estimated accuracy of +/- 6 seconds.
 AG0195
 AG0195.The orthometric height was determined by differential leveling and
 AG0195.adjusted by the NATIONAL GEODETIC SURVEY
 AG0195.in June 1991.
 AG0195
 AG0195.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0195.GEOID18 height accuracy estimate available here.
 AG0195
 AG0195.Click photographs - Photos may exist for this station.
 AG0195
 AG0195.The dynamic height is computed by dividing the NAVD 88
 AG0195.geopotential number by the normal gravity value computed on the
 AG0195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0195.degrees latitude (g = 980.6199 gals.).
 AG0195
 AG0195.The modeled gravity was interpolated from observed gravity values.
 AG0195
 AG0195;                    North         East    Units  Estimated Accuracy
 AG0195;SPC FL W     -   390,180.      131,080.      MT  (+/- 180 meters Scaled)
 AG0195
 AG0195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL326821(NAD 83)
 AG0195
 AG0195                          SUPERSEDED SURVEY CONTROL
 AG0195
 AG0195  NGVD 29 (??/??/92)    3.512  (m)           11.52   (f) ADJ UNCH    2 2
 AG0195
 AG0195.Superseded values are not recommended for survey control.
 AG0195
 AG0195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0195.See file dsdata.pdf to determine how the superseded data were derived.
 AG0195
 AG0195_MARKER: DD = SURVEY DISK
 AG0195_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0195_SP_SET: CULVERT HEADWALL
 AG0195_STAMPING: 338
 AG0195_MARK LOGO: FLHD
 AG0195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0195+STABILITY: SURFACE MOTION
 AG0195_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0195+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2004
 AG0195
 AG0195  HISTORY     - Date     Condition        Report By
 AG0195  HISTORY     - UNK      MONUMENTED       FLHD
 AG0195  HISTORY     - 1976     GOOD             NGS
 AG0195  HISTORY     - 20040711 GOOD             USPSQD
 AG0195
 AG0195                          STATION DESCRIPTION
 AG0195
 AG0195'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0195'IN PINELLAS PARK.
 AG0195'TO REACH THE STATION FROM THE INTERSECTION OF SR-694 (PARK BLVD., 74TH
 AG0195'AVE.) AND SR S-691 (49TH ST.).  RUN NORTHERLY ON 49 ST. FOR 1.05
 AG0195'MILES.  STATION ON LEFT, 55.5 FT. WEST OF THE CENTERLINE OF 49 ST.,
 AG0195'67.4 FT. SOUTH OF A 18 INCH PINE TREE.  SET IN THE TOP OF THE CONCRETE
 AG0195'HEADWALL.  SECTION 21, T 30, R 16.
 AG0195
 AG0195                          STATION RECOVERY (2004)
 AG0195
 AG0195'RECOVERY NOTE BY US POWER SQUADRON 2004 (DDW)
 AG0195'PINE TREE IS 27 INCHES IN DIAMETER.  ADDITIONAL LOCATION DESCRIPTION
 AG0195'-64 FT. SOUTH OF FIRE PLUG 235, WHICH IS ACROSS STREET FROM FIRST
 AG0195'UNITED METHODIST CHURCH, 9025 49TH ST. NORTH ENTRANCE/DRIVEWAY.
 AG0195'DRAINAGE CULVERT IS ADJACENT TO THE NORTH SIDE OF THE PARKING AREA OF
 AG0195'8980 49TH ST. NORTH.  COORDINATES  N 27 DEGREES, 51.231 MINUTES AND W
 AG0195'082 DEGREES 42.019 MINUTES
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0196 ***********************************************************************
 AG0196  DESIGNATION -  339
 AG0196  PID         -  AG0196
 AG0196  STATE/COUNTY-  FL/PINELLAS
 AG0196  COUNTRY     -  US
 AG0196  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0196
 AG0196                         *CURRENT SURVEY CONTROL
 AG0196  ______________________________________________________________________
 AG0196* NAD 83(1986) POSITION- 27 53 37.     (N) 082 42 38.     (W)   SCALED
 AG0196* NAVD 88 ORTHO HEIGHT -     2.683 (meters)        8.80  (feet) ADJUSTED
 AG0196  ______________________________________________________________________
 AG0196  GEOID HEIGHT    -        -24.629 (meters)                     GEOID18
 AG0196  DYNAMIC HEIGHT  -          2.679 (meters)        8.79  (feet) COMP
 AG0196  MODELED GRAVITY -    979,184.2   (mgal)                       NAVD 88
 AG0196
 AG0196  VERT ORDER      -  SECOND    CLASS II
 AG0196
 AG0196.The horizontal coordinates were scaled from a map and have
 AG0196.an estimated accuracy of +/- 6 seconds.
 AG0196
 AG0196.The orthometric height was determined by differential leveling and
 AG0196.adjusted by the NATIONAL GEODETIC SURVEY
 AG0196.in June 1991.
 AG0196
 AG0196.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0196.GEOID18 height accuracy estimate available here.
 AG0196
 AG0196.Click photographs - Photos may exist for this station.
 AG0196
 AG0196.The dynamic height is computed by dividing the NAVD 88
 AG0196.geopotential number by the normal gravity value computed on the
 AG0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0196.degrees latitude (g = 980.6199 gals.).
 AG0196
 AG0196.The modeled gravity was interpolated from observed gravity values.
 AG0196
 AG0196;                    North         East    Units  Estimated Accuracy
 AG0196;SPC FL W     -   394,620.      130,040.      MT  (+/- 180 meters Scaled)
 AG0196
 AG0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL316865(NAD 83)
 AG0196
 AG0196                          SUPERSEDED SURVEY CONTROL
 AG0196
 AG0196  NGVD 29 (??/??/92)    2.946  (m)            9.67   (f) ADJ UNCH    2 2
 AG0196
 AG0196.Superseded values are not recommended for survey control.
 AG0196
 AG0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0196.See file dsdata.pdf to determine how the superseded data were derived.
 AG0196
 AG0196_MARKER: DD = SURVEY DISK
 AG0196_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0196_SP_SET: CULVERT HEADWALL
 AG0196_STAMPING: 339
 AG0196_MARK LOGO: FLHD
 AG0196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0196+STABILITY: SURFACE MOTION
 AG0196
 AG0196  HISTORY     - Date     Condition        Report By
 AG0196  HISTORY     - UNK      MONUMENTED       FLHD
 AG0196  HISTORY     - 1976     GOOD             NGS
 AG0196  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0196
 AG0196                          STATION DESCRIPTION
 AG0196
 AG0196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0196'2.0 MI N FROM PINELLAS PARK.
 AG0196'TO REACH THE STATION FROM THE INTERSECTION OF SR-688 (ULMERTON RD.)
 AG0196'AND SR S-691 (49TH ST.).  RUN WESTERLY ON SR-688 FOR 0.60 MILE.
 AG0196'STATION ON LEFT, 54.8 FT. SOUTH OF THE CENTERLINE OF ULMERTON RD. SET
 AG0196'IN THE TOP OF THE BOX CULVERT HEADWALL.  SECTION 9, T 30, R 16.
 AG0196
 AG0196                          STATION RECOVERY (1999)
 AG0196
 AG0196'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0196'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9881 ***********************************************************************
 AC9881  DESIGNATION -  34 CMP
 AC9881  PID         -  AC9881
 AC9881  STATE/COUNTY-  FL/MARION
 AC9881  COUNTRY     -  US
 AC9881  USGS QUAD   -  LAKE KERR (2018)
 AC9881
 AC9881                         *CURRENT SURVEY CONTROL
 AC9881  ______________________________________________________________________
 AC9881* NAD 83(1986) POSITION- 29 22 10.0    (N) 081 50 20.4    (W)   HD_HELD2
 AC9881* NAVD 88 ORTHO HEIGHT -    33.257 (meters)      109.11  (feet) ADJUSTED
 AC9881  ______________________________________________________________________
 AC9881  GEOID HEIGHT    -        -28.204 (meters)                     GEOID18
 AC9881  DYNAMIC HEIGHT  -         33.211 (meters)      108.96  (feet) COMP
 AC9881  MODELED GRAVITY -    979,262.1   (mgal)                       NAVD 88
 AC9881
 AC9881  VERT ORDER      -  SECOND    CLASS I
 AC9881
 AC9881.The horizontal coordinates were established by autonomous hand held GPS
 AC9881.observations and have an estimated accuracy of +/- 10 meters.
 AC9881
 AC9881.The orthometric height was determined by differential leveling and
 AC9881.adjusted by the NATIONAL GEODETIC SURVEY
 AC9881.in September 1997.
 AC9881
 AC9881.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9881.GEOID18 height accuracy estimate available here.
 AC9881
 AC9881.Click photographs - Photos may exist for this station.
 AC9881
 AC9881.The dynamic height is computed by dividing the NAVD 88
 AC9881.geopotential number by the normal gravity value computed on the
 AC9881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9881.degrees latitude (g = 980.6199 gals.).
 AC9881
 AC9881.The modeled gravity was interpolated from observed gravity values.
 AC9881
 AC9881;                    North         East    Units  Estimated Accuracy
 AC9881;SPC FL W     -   557,987.      215,631.      MT  (+/- 10 meters HH2 GPS)
 AC9881
 AC9881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN1857249210(NAD 83)
 AC9881
 AC9881                          SUPERSEDED SURVEY CONTROL
 AC9881
 AC9881.No superseded survey control is available for this station.
 AC9881
 AC9881_MARKER: DD = SURVEY DISK
 AC9881_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AC9881_STAMPING: 34 CMP 1969
 AC9881_MARK LOGO: DI
 AC9881_PROJECTION: RECESSED 8 CENTIMETERS
 AC9881_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9881+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2008
 AC9881
 AC9881  HISTORY     - Date     Condition        Report By
 AC9881  HISTORY     - 1969     MONUMENTED       USGS
 AC9881  HISTORY     - 19960728 GOOD             FLDEP
 AC9881  HISTORY     - 20080322 GOOD             FLDEP
 AC9881
 AC9881                          STATION DESCRIPTION
 AC9881
 AC9881'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9881'THE MARK IS ABOUT 7.9 MI (12.7 KM) EAST OF MC COY, 8.3 MI (13.4 KM)
 AC9881'WEST OF SALT SPRINGS ON COUNTY ROAD 316, IN SECTION 18, TOWNSHIP 13
 AC9881'SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM THE POST OFFICE IN FORT
 AC9881'MC COY ON COUNTY ROAD 315, GO SOUTH ON COUNTY ROAD 315 FOR 0.15 MI
 AC9881'(0.24 KM) TO THE INTERSECTION OF COUNTY ROAD 316, TURN LEFT ON COUNTY
 AC9881'ROAD 316 AND GO EAST FOR 7.9 MI (12.7 KM) TO THE MARK ON THE LEFT, A
 AC9881'6-INCH SQUARE PREFABRICATED CONCRETE POST RECESSED 0.6 FT (18.3 CM)
 AC9881'BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH COUNTY ROAD 316.
 AC9881'LOCATED 108.5 FT (33.1 M) NORTH OF A POWER POLE, 74.5 NORTH OF THE
 AC9881'CENTERLINE OF COUNTY ROAD 316, 1.0 SOUTH OF A POWER POLE AND 0.9 FT
 AC9881'(27.4 CM) SOUTH OF A CARSONITE WITNESS POST.
 AC9881
 AC9881                          STATION RECOVERY (2008)
 AC9881
 AC9881'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AC9881'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7796 ***********************************************************************
 AD7796  DESIGNATION -  34 EEB
 AD7796  PID         -  AD7796
 AD7796  STATE/COUNTY-  FL/CHARLOTTE
 AD7796  COUNTRY     -  US
 AD7796  USGS QUAD   -  BERMONT (2018)
 AD7796
 AD7796                         *CURRENT SURVEY CONTROL
 AD7796  ______________________________________________________________________
 AD7796* NAD 83(1990) POSITION- 26 56 47.20023(N) 081 45 38.33378(W)   ADJUSTED
 AD7796* NAVD 88 ORTHO HEIGHT -    11.42  (+/-2cm)       37.5   (feet) VERTCON3
 AD7796  ______________________________________________________________________
 AD7796  GEOID HEIGHT    -        -24.406 (meters)                     GEOID18
 AD7796  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 AD7796  HORZ ORDER      -  SECOND
 AD7796  VERT ORDER      -  THIRD ? (See Below)
 AD7796
 AD7796.The horizontal coordinates were established by classical geodetic methods
 AD7796.and adjusted by the National Geodetic Survey in May 1991.
 AD7796
 AD7796.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD7796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD7796
 AD7796.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7796.GEOID18 height accuracy estimate available here.
 AD7796
 AD7796.The vertical order pertains to the NGVD 29 superseded value.
 AD7796
 AD7796.Click photographs - Photos may exist for this station.
 AD7796
 AD7796.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD7796
 AD7796. The following values were computed from the NAD 83(1990) position.
 AD7796
 AD7796;                    North         East     Units Scale Factor Converg.
 AD7796;SPC FL W     -   289,492.782   223,766.716   MT  0.99994815   +0 06 30.5
 AD7796;SPC FL W     -   949,777.57    734,141.30   sFT  0.99994815   +0 06 30.5
 AD7796;UTM  17      - 2,980,730.630   424,495.104   MT  0.99967038   -0 20 41.0
 AD7796
 AD7796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7796!SPC FL W     -   1.00000204  x   0.99994815  =   0.99995019
 AD7796!UTM  17      -   1.00000204  x   0.99967038  =   0.99967242
 AD7796
 AD7796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2449580730(NAD 83)
 AD7796
 AD7796                          SUPERSEDED SURVEY CONTROL
 AD7796
 AD7796  NAD 83(1986)-  26 56 47.20087(N)    081 45 38.34832(W) AD(       ) 2
 AD7796  NAD 27      -  26 56 45.98702(N)    081 45 39.05209(W) AD(       ) 2
 AD7796  NGVD 29              11.74   (m)           38.5    (f) LEVELING    3  
 AD7796
 AD7796.Superseded values are not recommended for survey control.
 AD7796
 AD7796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7796.See file dsdata.pdf to determine how the superseded data were derived.
 AD7796
 AD7796_MARKER: DD = SURVEY DISK
 AD7796_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AD7796_STAMPING: 34 EEB 1952
 AD7796_MARK LOGO: USGS
 AD7796_PROJECTION: PROJECTING 10 CENTIMETERS
 AD7796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7796
 AD7796  HISTORY     - Date     Condition        Report By
 AD7796  HISTORY     - 1952     MONUMENTED       USGS
 AD7796  HISTORY     - 1956     GOOD             CGS
 AD7796  HISTORY     - 1963     GOOD             CGS
 AD7796  HISTORY     - 1977     GOOD             NGS
 AD7796  HISTORY     - 20030321 MARK NOT FOUND   FLDEP
 AD7796
 AD7796                          STATION DESCRIPTION
 AD7796
 AD7796'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (RHT)
 AD7796'STATION IS LOCATED ABOUT 17-1/2 MILES EAST OF PUNTA GORDA, ABOUT
 AD7796'19.0 MILES SOUTHEAST OF ARCADIA, AND ABOUT 0.05 MILE NORTH OF THE
 AD7796'JUNCTION OF STATE HIGHWAYS NO. 74 AND 31.  STATION IS 63 FEET
 AD7796'EAST OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY NO. 31, AND
 AD7796'1-1/2 FEET EAST OF FENCELINE.  THE MARK IS A STANDARD GEOLOGICAL
 AD7796'SURVEY DISK SET IN A 6X6 INCH CONCRETE MONUMENT, PROJECTS 4
 AD7796'INCHES AND THE DISK IS STAMPED 34 EEB 1952.
 AD7796'
 AD7796'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BERMONT
 AD7796'TO 34 EEB 1952 AND THE DISTANCE IS 32.220 METERS OR 105.70 FEET.
 AD7796
 AD7796                          STATION RECOVERY (1963)
 AD7796
 AD7796'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (VRS)
 AD7796'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN
 AD7796'1956.  THE DESCRIPTION IS COMPLETE AND ADEQUATE.
 AD7796
 AD7796                          STATION RECOVERY (1977)
 AD7796
 AD7796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 AD7796'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION AS DESCRIBED IN THE
 AD7796'1956 DESCRIPTION.  THE DISTANCE TO TRIANGULATION STATION BERMONT 1956
 AD7796'CHECKED.
 AD7796'
 AD7796'FOR GENERAL LOCATION AND TO REACH SEE BERMONT 1956.
 AD7796'
 AD7796'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN-- 17-1/2 MILES EAST
 AD7796'OF PUNTA GORDA.
 AD7796
 AD7796                          STATION RECOVERY (2003)
 AD7796
 AD7796'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AD7796'MARK NOT FOUND, POSSIBLY DUE TO A RECENT GAS PIPELINE INSTILLATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6813 ***********************************************************************
 AD6813  DESIGNATION -  34 FAR
 AD6813  PID         -  AD6813
 AD6813  STATE/COUNTY-  FL/PALM BEACH
 AD6813  COUNTRY     -  US
 AD6813  USGS QUAD   -  BIG MOUND SOUTH (2018)
 AD6813
 AD6813                         *CURRENT SURVEY CONTROL
 AD6813  ______________________________________________________________________
 AD6813* NAD 83(1990) POSITION- 26 50 26.69018(N) 080 27 55.72378(W)   ADJUSTED
 AD6813* NAVD 88 ORTHO HEIGHT -     5.03  (+/-2cm)       16.5   (feet) VERTCON3
 AD6813  ______________________________________________________________________
 AD6813  GEOID HEIGHT    -        -25.891 (meters)                     GEOID18
 AD6813  LAPLACE CORR    -         -2.22  (seconds)                    DEFLEC18
 AD6813  HORZ ORDER      -  SECOND
 AD6813  VERT ORDER      -  THIRD ? (See Below)
 AD6813
 AD6813.The horizontal coordinates were established by classical geodetic methods
 AD6813.and adjusted by the National Geodetic Survey in May 1991.
 AD6813
 AD6813.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD6813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD6813
 AD6813.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6813.GEOID18 height accuracy estimate available here.
 AD6813
 AD6813.The vertical order pertains to the NGVD 29 superseded value.
 AD6813
 AD6813.Click photographs - Photos may exist for this station.
 AD6813
 AD6813.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD6813
 AD6813. The following values were computed from the NAD 83(1990) position.
 AD6813
 AD6813;                    North         East     Units Scale Factor Converg.
 AD6813;SPC FL E     -   277,871.417   253,125.706   MT  0.99997601   +0 14 28.9
 AD6813;SPC FL E     -   911,649.81    830,463.25   sFT  0.99997601   +0 14 28.9
 AD6813;UTM  17      - 2,968,908.590   553,107.580   MT  0.99963482   +0 14 28.9
 AD6813
 AD6813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6813!SPC FL E     -   1.00000328  x   0.99997601  =   0.99997929
 AD6813!UTM  17      -   1.00000328  x   0.99963482  =   0.99963810
 AD6813
 AD6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK5310768908(NAD 83)
 AD6813
 AD6813                          SUPERSEDED SURVEY CONTROL
 AD6813
 AD6813  NAD 83(1986)-  26 50 26.69376(N)    080 27 55.73239(W) AD(       ) 2
 AD6813  NAD 27      -  26 50 25.47571(N)    080 27 56.54397(W) AD(       ) 2
 AD6813  NGVD 29               5.45   (m)           17.9    (f) LEVELING    3  
 AD6813
 AD6813.Superseded values are not recommended for survey control.
 AD6813
 AD6813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6813.See file dsdata.pdf to determine how the superseded data were derived.
 AD6813
 AD6813_MARKER: DB = BENCH MARK DISK
 AD6813_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AD6813_SP_SET: PREFABRICATED CONCRETE POST
 AD6813_STAMPING: 34 FAR 1970
 AD6813_MARK LOGO: USGS
 AD6813_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AD6813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6813
 AD6813  HISTORY     - Date     Condition        Report By
 AD6813  HISTORY     - 1970     MONUMENTED       USGS
 AD6813  HISTORY     - 19830615 GOOD             NGS
 AD6813  HISTORY     - 20070722 MARK NOT FOUND   FLDEP
 AD6813  HISTORY     - 20121109 POOR             WANTGP
 AD6813
 AD6813                          STATION DESCRIPTION
 AD6813
 AD6813'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (CLH)
 AD6813'(THE MARK WAS USED AS A REFERENCE MARK FOR TRIANGULATION STATION
 AD6813'BOLA.)
 AD6813'
 AD6813'THE DISK IS STAMPED 34 FAR 1970.
 AD6813'
 AD6813'A TAPE MEASUREMENT WAS MADE TO STATION BOLA.  THE MEASUREMENT
 AD6813'BEING 99.68 FT. OR (30.382 M.).
 AD6813'
 AD6813'A TRAVERSE MEASUREMENT WAS NOT MADE BECAUSE OF THE TYPE OF MARK,
 AD6813'(ROD MARK).
 AD6813
 AD6813                          STATION RECOVERY (1983)
 AD6813
 AD6813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 AD6813'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 441 AND 98 AT
 AD6813'CANAL POINT, GO EAST ON US HIGHWAY 98 FOR 2.32 KM (1.45 MI) TO BRYANT
 AD6813'VILLAGE OF UNITED STATES SUGAR CORPORATION ON RIGHT. CONTINUE EAST ON
 AD6813'HIGHWAY 98 FOR .40 KM (0.25 MI) TO A RAILROAD CROSSING AND BRIDGE ON
 AD6813'LEFT. TURN LEFT AND GO NORTHEAST AND NORTH ALONG RAILROAD TRACK FOR
 AD6813'6.00 KM (3.70 MI) TO WHERE RAILROAD TRACKS TURN RIGHT. CONTINUE AHEAD
 AD6813'NORTH FOR 2.24 KM (1.40 MI) TO LEVEE AND WATER PUMP STATION ON LEFT.
 AD6813'CONTINUE NORTH ON LEVEE FOR 1.28 KM (0.8 MI) TO WHERE LEVEE TURNS
 AD6813'RIGHT.  CONTINUE EAST ON LEVEE FOR 3.20 KM (2.0 MI) TO WHERE LEVEE
 AD6813'TURNS RIGHT. CONTINUE SOUTHEAST ON LEVEE FOR 14.08 KM (8.75 MI) TO
 AD6813'STATION ON RIGHT ON TURNOUT. BM 34 FAR IS A STANDARD USGS DISK
 AD6813'STAMPED,--34 FAR 1970--, IMBEDDED IN CONCRETE, PROJECTING 6 INCHES.
 AD6813'THE STATION IS LOCATED 21.03 METERS (69.00 FT) NORTHEAST OF THE CENTER
 AD6813'OF LEVEE ROAD.  3.05 METERS (10.01 FT) SOUTHWEST OF THE WEST EDGE OF
 AD6813'THE CANAL, .30 METERS (0.98 FT) NORTHWEST OF A WITNESS POST.
 AD6813
 AD6813                          STATION RECOVERY (2007)
 AD6813
 AD6813'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AD6813'NOT RECOVERED. NOTE--INSUFFICIENT REFERENCE OBJECTS EXIST TO LOCATE
 AD6813'THE MARK.
 AD6813
 AD6813                          STATION RECOVERY (2012)
 AD6813
 AD6813'RECOVERY NOTE BY WANTMAN GROUP INC 2012 (ERM)
 AD6813'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7703 ***********************************************************************
 AG7703  DESIGNATION -  34 RM
 AG7703  PID         -  AG7703
 AG7703  STATE/COUNTY-  FL/MANATEE
 AG7703  COUNTRY     -  US
 AG7703  USGS QUAD   -  LORRAINE (2018)
 AG7703
 AG7703                         *CURRENT SURVEY CONTROL
 AG7703  ______________________________________________________________________
 AG7703* NAD 83(1986) POSITION- 27 27 46.     (N) 082 29 23.     (W)   SCALED
 AG7703* NAVD 88 ORTHO HEIGHT -     4.414 (meters)       14.48  (feet) ADJUSTED
 AG7703  ______________________________________________________________________
 AG7703  GEOID HEIGHT    -        -24.557 (meters)                     GEOID18
 AG7703  DYNAMIC HEIGHT  -          4.407 (meters)       14.46  (feet) COMP
 AG7703  MODELED GRAVITY -    979,136.1   (mgal)                       NAVD 88
 AG7703
 AG7703  VERT ORDER      -  SECOND    CLASS I
 AG7703
 AG7703.The horizontal coordinates were scaled from a map and have
 AG7703.an estimated accuracy of +/- 6 seconds.
 AG7703
 AG7703.The orthometric height was determined by differential leveling and
 AG7703.adjusted by the NATIONAL GEODETIC SURVEY
 AG7703.in June 1991.
 AG7703
 AG7703.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7703.GEOID18 height accuracy estimate available here.
 AG7703
 AG7703.Click photographs - Photos may exist for this station.
 AG7703
 AG7703.The dynamic height is computed by dividing the NAVD 88
 AG7703.geopotential number by the normal gravity value computed on the
 AG7703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7703.degrees latitude (g = 980.6199 gals.).
 AG7703
 AG7703.The modeled gravity was interpolated from observed gravity values.
 AG7703
 AG7703;                    North         East    Units  Estimated Accuracy
 AG7703;SPC FL W     -   346,780.      151,600.      MT  (+/- 180 meters Scaled)
 AG7703
 AG7703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL527385(NAD 83)
 AG7703
 AG7703                          SUPERSEDED SURVEY CONTROL
 AG7703
 AG7703.No superseded survey control is available for this station.
 AG7703
 AG7703_MARKER: DD = SURVEY DISK
 AG7703_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7703_SP_SET: CONCRETE CULVERT HEADWALL
 AG7703_STAMPING: 34 RM 1972 16
 AG7703_MARK LOGO: USGS
 AG7703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7703+STABILITY: SURFACE MOTION
 AG7703
 AG7703  HISTORY     - Date     Condition        Report By
 AG7703  HISTORY     - 1972     MONUMENTED       USGS
 AG7703  HISTORY     - 1983     GOOD             FLDNR
 AG7703  HISTORY     - 20071025 MARK NOT FOUND   FLDEP
 AG7703  HISTORY     - 20090115 MARK NOT FOUND   FL-081
 AG7703
 AG7703                          STATION DESCRIPTION
 AG7703
 AG7703'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7703'5.2 MI ENE FROM ONECO.
 AG7703'BEGIN AT THE JUNCTION OF STATE HIGHWAY 70 WITH U.S. HIGHWAY 301, GO
 AG7703'3.85 MILES EAST ON STATE HIGHWAY 70 TO THE JUNCTION OF CARUSO ROAD, GO
 AG7703'1.05 MILES NORTH ON CARUSO ROAD TO ITS JUNCTION WITH 44TH AVENUE EAST,
 AG7703'GO 0.25 MILE WEST ON 44TH AVENUE EAST TO THE L-JUNCTION OF MORGAN
 AG7703'JOHNSON ROAD, GO 0.05 MILE NORTH ON MORGAN JOHNSON ROAD TO THE MARK.
 AG7703'THE MARK IS SET IN THE TOP OF THE SOUTH END OF A CONCRETE CULVERT
 AG7703'HEADWALL, 21.4 FEET WEST OF THE CENTERLINE OF MORGAN JOHNSON ROAD, AND
 AG7703'229.75 FEET SOUTH OF THE CENTERLINE OF 41ST AVENUE EAST.
 AG7703
 AG7703                          STATION RECOVERY (2007)
 AG7703
 AG7703'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7703'THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN REPLACED.
 AG7703
 AG7703                          STATION RECOVERY (2009)
 AG7703
 AG7703'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (AG)
 AG7703'NO EVIDENCE OF ORIGINAL REFERENCE ITEMS REMAIN.  (NEW 2007 BENCH MARK
 AG7703'SET AT THIS APPROXIMATE LOCATION).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0207 ***********************************************************************
 AG0207  DESIGNATION -  340
 AG0207  PID         -  AG0207
 AG0207  STATE/COUNTY-  FL/PINELLAS
 AG0207  COUNTRY     -  US
 AG0207  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0207
 AG0207                         *CURRENT SURVEY CONTROL
 AG0207  ______________________________________________________________________
 AG0207* NAD 83(1986) POSITION- 27 53 37.     (N) 082 42 56.     (W)   SCALED
 AG0207* NAVD 88 ORTHO HEIGHT -     3.993 (meters)       13.10  (feet) ADJUSTED
 AG0207  ______________________________________________________________________
 AG0207  GEOID HEIGHT    -        -24.623 (meters)                     GEOID18
 AG0207  DYNAMIC HEIGHT  -          3.988 (meters)       13.08  (feet) COMP
 AG0207  MODELED GRAVITY -    979,184.2   (mgal)                       NAVD 88
 AG0207
 AG0207  VERT ORDER      -  SECOND    CLASS II
 AG0207
 AG0207.The horizontal coordinates were scaled from a map and have
 AG0207.an estimated accuracy of +/- 6 seconds.
 AG0207
 AG0207.The orthometric height was determined by differential leveling and
 AG0207.adjusted by the NATIONAL GEODETIC SURVEY
 AG0207.in June 1991.
 AG0207
 AG0207.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0207.GEOID18 height accuracy estimate available here.
 AG0207
 AG0207.Click photographs - Photos may exist for this station.
 AG0207
 AG0207.The dynamic height is computed by dividing the NAVD 88
 AG0207.geopotential number by the normal gravity value computed on the
 AG0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0207.degrees latitude (g = 980.6199 gals.).
 AG0207
 AG0207.The modeled gravity was interpolated from observed gravity values.
 AG0207
 AG0207;                    North         East    Units  Estimated Accuracy
 AG0207;SPC FL W     -   394,630.      129,550.      MT  (+/- 180 meters Scaled)
 AG0207
 AG0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL311866(NAD 83)
 AG0207
 AG0207                          SUPERSEDED SURVEY CONTROL
 AG0207
 AG0207  NGVD 29 (??/??/92)    4.256  (m)           13.96   (f) ADJ UNCH    2 2
 AG0207
 AG0207.Superseded values are not recommended for survey control.
 AG0207
 AG0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0207.See file dsdata.pdf to determine how the superseded data were derived.
 AG0207
 AG0207_MARKER: DD = SURVEY DISK
 AG0207_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0207_SP_SET: CULVERT HEADWALL
 AG0207_STAMPING: 340
 AG0207_MARK LOGO: FLHD
 AG0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0207+STABILITY: SURFACE MOTION
 AG0207
 AG0207  HISTORY     - Date     Condition        Report By
 AG0207  HISTORY     - UNK      MONUMENTED       FLHD
 AG0207  HISTORY     - 1976     GOOD             NGS
 AG0207  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0207
 AG0207                          STATION DESCRIPTION
 AG0207
 AG0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0207'2.0 MI N FROM PINELLAS PARK.
 AG0207'TO REACH THE STATION FROM THE INTERSECTION OF SR-688 (ULMERTON RD.)
 AG0207'AND SR S-691 (49TH ST.).  RUN WESTERLY ON SR-688 FOR 0.95 MILE.
 AG0207'STATION ON RIGHT, 66.0 FT. NORTH OF THE CENTERLINE OF ULMERTON RD.,
 AG0207'156.9 FT. E.S.E. OF POWER POLE (NUMBER 102710).  SET IN THE TOP OF THE
 AG0207'CONCRETE HEADWALL.  SECTION 5, T 30, R 16.
 AG0207
 AG0207                          STATION RECOVERY (1999)
 AG0207
 AG0207'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0207'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG1745 ***********************************************************************
 BG1745  DESIGNATION -  340
 BG1745  PID         -  BG1745
 BG1745  STATE/COUNTY-  FL/ESCAMBIA
 BG1745  COUNTRY     -  US
 BG1745  USGS QUAD   -  PENSACOLA (2018)
 BG1745
 BG1745                         *CURRENT SURVEY CONTROL
 BG1745  ______________________________________________________________________
 BG1745* NAD 83(1986) POSITION- 30 25 49.     (N) 087 12 15.     (W)   SCALED
 BG1745* NAVD 88 ORTHO HEIGHT -    23.006 (meters)       75.48  (feet) ADJUSTED
 BG1745* NAVD 88 EPOCH        -  2009.55
 BG1745  **This station is located in a suspected subsidence area (see below).
 BG1745  ______________________________________________________________________
 BG1745  GEOID HEIGHT    -        -27.416 (meters)                     GEOID18
 BG1745  DYNAMIC HEIGHT  -         22.976 (meters)       75.38  (feet) COMP
 BG1745  MODELED GRAVITY -    979,349.7   (mgal)                       NAVD 88
 BG1745
 BG1745  VERT ORDER      -  FIRST     CLASS II
 BG1745
 BG1745.The horizontal coordinates were scaled from a map and have
 BG1745.an estimated accuracy of +/- 6 seconds.
 BG1745
 BG1745.** This station is in an area of known vertical motion.  Due to the
 BG1745.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG1745.** determined the orthometric heights for marks in these suspect
 BG1745.** subsidence areas should be considered valid only at the epoch date
 BG1745.** associated with the orthometric height.  These heights must always
 BG1745.** be validated when used as control.  All previously superseded
 BG1745.** orthometric heights are now considered suspect and are available
 BG1745.** in the superseded section.  NGS does not recommend using suspect
 BG1745.** or superseded heights as control.
 BG1745
 BG1745.The orthometric height was determined by differential leveling and
 BG1745.adjusted by the NATIONAL GEODETIC SURVEY
 BG1745.in July 2012.
 BG1745
 BG1745.No vertical observational check was made to the station.
 BG1745
 BG1745.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG1745.GEOID18 height accuracy estimate available here.
 BG1745
 BG1745.Click photographs - Photos may exist for this station.
 BG1745
 BG1745.The dynamic height is computed by dividing the NAVD 88
 BG1745.geopotential number by the normal gravity value computed on the
 BG1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1745.degrees latitude (g = 980.6199 gals.).
 BG1745
 BG1745.The modeled gravity was interpolated from observed gravity values.
 BG1745
 BG1745;                    North         East    Units  Estimated Accuracy
 BG1745;SPC FL N     -   161,620.      340,250.      MT  (+/- 180 meters Scaled)
 BG1745
 BG1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU803664(NAD 83)
 BG1745
 BG1745                          SUPERSEDED SURVEY CONTROL
 BG1745
 BG1745  NAVD 88 (06/15/91)   23.022  (m)           75.53   (f) SUPERSEDED  1 2
 BG1745  NGVD 29 (??/??/92)   23.089  (m)           75.75   (f) ADJ UNCH    1 2
 BG1745
 BG1745.Superseded values are not recommended for survey control.
 BG1745
 BG1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1745.See file dsdata.pdf to determine how the superseded data were derived.
 BG1745
 BG1745_MARKER: DD = SURVEY DISK
 BG1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1745_STAMPING: NO 340 ELEV 80
 BG1745_MARK LOGO: USACE
 BG1745_PROJECTION: PROJECTING 3 CENTIMETERS
 BG1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1745+STABILITY: SURFACE MOTION
 BG1745
 BG1745  HISTORY     - Date     Condition        Report By
 BG1745  HISTORY     - UNK      MONUMENTED       USACE
 BG1745  HISTORY     - 1955     GOOD             CGS
 BG1745  HISTORY     - 20060305 MARK NOT FOUND   USPSQD
 BG1745
 BG1745                          STATION DESCRIPTION
 BG1745
 BG1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG1745'AT PENSACOLA.
 BG1745'AT PENSACOLA, AT THE INTERSECTION OF 12TH AVENUE AND BLOUNT
 BG1745'STREET, SET IN THE EAST END OF THE NEUTRAL GROUNDS AT CENTER OF
 BG1745'BLOUNT STREET LEADING WEST, 18 1/2 FEET WEST OF CENTER OF
 BG1745'INTERSECTION OF STREETS, 23 1/2 FEET WEST OF CENTER OF A MAN HOLE
 BG1745'COVER, 6 3/4 FEET NORTH OF SOUTH CURB LINE OF NEUTRAL GROUND, 7
 BG1745'FEET SOUTH OF NORTH CURB LINE OF NEUTRAL GROUND, 6 FEET WEST OF
 BG1745'WEST CURB LINE OF 12TH AVENUE, AND SET IN THE TOP OF A CONCRETE
 BG1745'POST PROJECTING 1 INCH.
 BG1745
 BG1745                          STATION RECOVERY (2006)
 BG1745
 BG1745'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAB)
 BG1745'STREET HAS BEEN WIDENED SINCE 1955. MARK POSITION DETERMINED, BUT IS
 BG1745'UNDER ASPHALT.  MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0198 ***********************************************************************
 AG0198  DESIGNATION -  341
 AG0198  PID         -  AG0198
 AG0198  STATE/COUNTY-  FL/PINELLAS
 AG0198  COUNTRY     -  US
 AG0198  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0198
 AG0198                         *CURRENT SURVEY CONTROL
 AG0198  ______________________________________________________________________
 AG0198* NAD 83(1986) POSITION- 27 53 37.     (N) 082 41 53.     (W)   SCALED
 AG0198* NAVD 88 ORTHO HEIGHT -     4.002 (meters)       13.13  (feet) ADJUSTED
 AG0198  ______________________________________________________________________
 AG0198  GEOID HEIGHT    -        -24.645 (meters)                     GEOID18
 AG0198  DYNAMIC HEIGHT  -          3.996 (meters)       13.11  (feet) COMP
 AG0198  MODELED GRAVITY -    979,184.0   (mgal)                       NAVD 88
 AG0198
 AG0198  VERT ORDER      -  SECOND    CLASS II
 AG0198
 AG0198.The horizontal coordinates were scaled from a map and have
 AG0198.an estimated accuracy of +/- 6 seconds.
 AG0198
 AG0198.The orthometric height was determined by differential leveling and
 AG0198.adjusted by the NATIONAL GEODETIC SURVEY
 AG0198.in June 1991.
 AG0198
 AG0198.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0198.GEOID18 height accuracy estimate available here.
 AG0198
 AG0198.Click photographs - Photos may exist for this station.
 AG0198
 AG0198.The dynamic height is computed by dividing the NAVD 88
 AG0198.geopotential number by the normal gravity value computed on the
 AG0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0198.degrees latitude (g = 980.6199 gals.).
 AG0198
 AG0198.The modeled gravity was interpolated from observed gravity values.
 AG0198
 AG0198;                    North         East    Units  Estimated Accuracy
 AG0198;SPC FL W     -   394,620.      131,270.      MT  (+/- 180 meters Scaled)
 AG0198
 AG0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL328865(NAD 83)
 AG0198
 AG0198                          SUPERSEDED SURVEY CONTROL
 AG0198
 AG0198  NGVD 29 (??/??/92)    4.265  (m)           13.99   (f) ADJ UNCH    2 2
 AG0198
 AG0198.Superseded values are not recommended for survey control.
 AG0198
 AG0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0198.See file dsdata.pdf to determine how the superseded data were derived.
 AG0198
 AG0198_MARKER: DD = SURVEY DISK
 AG0198_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0198_SP_SET: CULVERT HEADWALL
 AG0198_STAMPING: 341
 AG0198_MARK LOGO: FLHD
 AG0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0198+STABILITY: SURFACE MOTION
 AG0198
 AG0198  HISTORY     - Date     Condition        Report By
 AG0198  HISTORY     - UNK      MONUMENTED       FLHD
 AG0198  HISTORY     - 1976     GOOD             NGS
 AG0198  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0198
 AG0198                          STATION DESCRIPTION
 AG0198
 AG0198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0198'2.0 MI N FROM PINELLAS PARK.
 AG0198'TO REACH THE STATION FROM THE INTERSECTION OF SR-688 (ULMERTON RD.)
 AG0198'AND SR S-691 (49TH ST.).  RUN EASTERLY ON SR-688 FOR 0.10 MILE.
 AG0198'STATION ON LEFT, 62.0 FT. NORTH OF THE CENTERLINE OF ULMERTON RD. SET
 AG0198'IN TOP OF A CONCRETE HEADWALL.  SECTION 4, T 30, R 16.
 AG0198
 AG0198                          STATION RECOVERY (1999)
 AG0198
 AG0198'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0198'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0199 ***********************************************************************
 AG0199  DESIGNATION -  342
 AG0199  PID         -  AG0199
 AG0199  STATE/COUNTY-  FL/PINELLAS
 AG0199  COUNTRY     -  US
 AG0199  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0199
 AG0199                         *CURRENT SURVEY CONTROL
 AG0199  ______________________________________________________________________
 AG0199* NAD 83(1986) POSITION- 27 42 21.     (N) 082 42 49.     (W)   SCALED
 AG0199* NAVD 88 ORTHO HEIGHT -     0.893 (meters)        2.93  (feet) ADJUSTED
 AG0199  ______________________________________________________________________
 AG0199  GEOID HEIGHT    -        -24.378 (meters)                     GEOID18
 AG0199  DYNAMIC HEIGHT  -          0.891 (meters)        2.92  (feet) COMP
 AG0199  MODELED GRAVITY -    979,169.3   (mgal)                       NAVD 88
 AG0199
 AG0199  VERT ORDER      -  SECOND    CLASS II
 AG0199
 AG0199.The horizontal coordinates were scaled from a map and have
 AG0199.an estimated accuracy of +/- 6 seconds.
 AG0199
 AG0199.The orthometric height was determined by differential leveling and
 AG0199.adjusted by the NATIONAL GEODETIC SURVEY
 AG0199.in June 1991.
 AG0199
 AG0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0199.GEOID18 height accuracy estimate available here.
 AG0199
 AG0199.Click photographs - Photos may exist for this station.
 AG0199
 AG0199.The dynamic height is computed by dividing the NAVD 88
 AG0199.geopotential number by the normal gravity value computed on the
 AG0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0199.degrees latitude (g = 980.6199 gals.).
 AG0199
 AG0199.The modeled gravity was interpolated from observed gravity values.
 AG0199
 AG0199;                    North         East    Units  Estimated Accuracy
 AG0199;SPC FL W     -   373,820.      129,620.      MT  (+/- 180 meters Scaled)
 AG0199
 AG0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL310657(NAD 83)
 AG0199
 AG0199                          SUPERSEDED SURVEY CONTROL
 AG0199
 AG0199  NGVD 29 (??/??/92)    1.182  (m)            3.88   (f) ADJ UNCH    2 2
 AG0199
 AG0199.Superseded values are not recommended for survey control.
 AG0199
 AG0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0199.See file dsdata.pdf to determine how the superseded data were derived.
 AG0199
 AG0199_MARKER: DD = SURVEY DISK
 AG0199_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0199_SP_SET: CULVERT HEADWALL
 AG0199_STAMPING: 342
 AG0199_MARK LOGO: FLHD
 AG0199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0199+STABILITY: SURFACE MOTION
 AG0199
 AG0199  HISTORY     - Date     Condition        Report By
 AG0199  HISTORY     - UNK      MONUMENTED       FLHD
 AG0199  HISTORY     - 1976     GOOD             NGS
 AG0199  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG0199  HISTORY     - 20000130 MARK NOT FOUND   USPSQD
 AG0199  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AG0199
 AG0199                          STATION DESCRIPTION
 AG0199
 AG0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0199'IN ST PETERSBURG.
 AG0199'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0199'ALT. HWY. 19A (PINELLAS BAYWAY, SR 682).  RUN WESTERLY ON PINELLAS
 AG0199'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF SR 693 (PAVED SIDE ROAD
 AG0199'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON SR 693 AND RUN
 AG0199'SOUTHERLY FOR 0.45 MILE.  STATION ON RIGHT, 55.8 FT. WEST OF THE
 AG0199'CENTERLINE OF SR 693, 127.3 FT. SOUTH OF TRANSMISSION POLE (NUMBER MT
 AG0199'59), 203.7 FT. NORTH OF TRANSMISSION POLE (NUMBER MT 60), 182.0 FT.
 AG0199'NNW LIGHT POLE (NO NUMBER), 98.0 FT. S.S.W. OF LIGHT POLE (NO NUMBER),
 AG0199'3 FT. SOUTH OF THE NORTH END OF CONCRETE BULK HEAD WALL. SET IN THE
 AG0199'TOP OF THE CONCRETE BULK HEAD WALL.
 AG0199
 AG0199                          STATION RECOVERY (1990)
 AG0199
 AG0199'RECOVERY NOTE BY US POWER SQUADRON 1990 (ACD)
 AG0199'MARK NOT FOUND.
 AG0199
 AG0199                          STATION RECOVERY (2000)
 AG0199
 AG0199'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0199'MARK NOT FOUND.
 AG0199
 AG0199                          STATION RECOVERY (2005)
 AG0199
 AG0199'RECOVERY NOTE BY US POWER SQUADRON 2005 (RS)
 AG0199'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF3889 ***********************************************************************
 DF3889  DESIGNATION -  343 JWM
 DF3889  PID         -  DF3889
 DF3889  STATE/COUNTY-  FL/TAYLOR
 DF3889  COUNTRY     -  US
 DF3889  USGS QUAD   -  HAMPTON SPRINGS (2018)
 DF3889
 DF3889                         *CURRENT SURVEY CONTROL
 DF3889  ______________________________________________________________________
 DF3889* NAD 83(1986) POSITION- 30 02 58.20   (N) 083 41 27.23   (W)   HD_HELD1
 DF3889* NAVD 88 ORTHO HEIGHT -     6.198 (meters)       20.33  (feet) ADJUSTED
 DF3889  ______________________________________________________________________
 DF3889  GEOID HEIGHT    -        -27.677 (meters)                     GEOID18
 DF3889  DYNAMIC HEIGHT  -          6.190 (meters)       20.31  (feet) COMP
 DF3889  MODELED GRAVITY -    979,323.9   (mgal)                       NAVD 88
 DF3889
 DF3889  VERT ORDER      -  SECOND    CLASS I
 DF3889
 DF3889.The horizontal coordinates were determined by differentially corrected
 DF3889.hand held GPS observations or other comparable positioning techniques
 DF3889.and have an estimated accuracy of +/- 3 meters.
 DF3889
 DF3889.The orthometric height was determined by differential leveling and
 DF3889.adjusted by the NATIONAL GEODETIC SURVEY
 DF3889.in June 2005.
 DF3889
 DF3889.No vertical observational check was made to the station.
 DF3889
 DF3889.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF3889.GEOID18 height accuracy estimate available here.
 DF3889
 DF3889.Click photographs - Photos may exist for this station.
 DF3889
 DF3889.The dynamic height is computed by dividing the NAVD 88
 DF3889.geopotential number by the normal gravity value computed on the
 DF3889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF3889.degrees latitude (g = 980.6199 gals.).
 DF3889
 DF3889.The modeled gravity was interpolated from observed gravity values.
 DF3889
 DF3889;                    North         East    Units  Estimated Accuracy
 DF3889;SPC FL N     -   116,611.0     678,024.0     MT  (+/- 3 meters HH1 GPS) 
 DF3889
 DF3889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP4055027322(NAD 83)
 DF3889
 DF3889                          SUPERSEDED SURVEY CONTROL
 DF3889
 DF3889.No superseded survey control is available for this station.
 DF3889
 DF3889_MARKER: DB = BENCH MARK DISK
 DF3889_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF3889_STAMPING: 343 JWM 1951 21
 DF3889_MARK LOGO: USGS
 DF3889_PROJECTION: PROJECTING 15 CENTIMETERS
 DF3889_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF3889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF3889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF3889+SATELLITE: SATELLITE OBSERVATIONS - September 17, 2024
 DF3889
 DF3889  HISTORY     - Date     Condition        Report By
 DF3889  HISTORY     - 1951     MONUMENTED       USGS
 DF3889  HISTORY     - 19920308 GOOD             NGS
 DF3889  HISTORY     - 20240917 GOOD             FLDEP
 DF3889
 DF3889                          STATION DESCRIPTION
 DF3889
 DF3889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 DF3889'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) SOUTHWEST OF PERRY, 3.5 MI
 DF3889'(5.6 KM) SOUTHWEST OF HAMPTON SPRINGS IN SECTION 14, T 5 S, R 6 E. TO
 DF3889'REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19, 27, 98 AND
 DF3889'ALTERNATE 27 IN PERRY, GO WESTERLY ON HIGHWAY 98 (HAMPTON SPRINGS
 DF3889'AVENUE) FOR 4.3 MI (6.9 KM) TO A SIDE ROAD LEFT (COUNTY ROAD 356),
 DF3889'TURN LEFT ON COUNTY ROAD 356 AND GO SOUTHWEST FOR 0.7 MI (1.1 KM) TO A
 DF3889'SHARP CURVE LEFT, TURN LEFT AND GO SOUTH THEN SOUTHWEST ON COUNTY ROAD
 DF3889'356 FOR 2.95 MI (4.75 KM) TO A SAND ROAD NORTHEAST ON THE LEFT
 DF3889'(COURTNEY ROAD)AND THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE
 DF3889'POST PROJECTING 0.5 FT (15.2 CM) ABOVE THE LEVEL OF THE GROUND AND
 DF3889'ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF COUNTY ROAD 356. LOCATED 60.8
 DF3889'FT (18.5 M) WEST-SOUTHWEST AND ACROSS COURTNEY ROAD FROM A TELEPHONE
 DF3889'CABLE BOX NUMBER 36 24, 40.8 FT (12.4 M) WEST-SOUTHWEST OF THE
 DF3889'APPROXIMATE CENTERLINE OF COURTNEY ROAD, 39.0 FT (11.9 M) SOUTH OF THE
 DF3889'CENTERLINE OF COUNTY ROAD 356, 3.3 FT (1.0 M) NORTH-NORTHEAST OF THE
 DF3889'FENCE CORNER AND 0.5 FT (15.2 CM) NORTH-NORTHEAST OF A CARSONITE
 DF3889'WITNESS POST.
 DF3889
 DF3889                          STATION RECOVERY (2024)
 DF3889
 DF3889'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (DMP)
 DF3889'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH9325 ***********************************************************************
 AH9325  DESIGNATION -  343334 2
 AH9325  PID         -  AH9325
 AH9325  STATE/COUNTY-  FL/OKEECHOBEE
 AH9325  COUNTRY     -  US
 AH9325  USGS QUAD   -  BASINGER (2018)
 AH9325
 AH9325                         *CURRENT SURVEY CONTROL
 AH9325  ______________________________________________________________________
 AH9325* NAD 83(2011) POSITION- 27 27 54.32592(N) 081 00 27.27937(W)   ADJUSTED
 AH9325* NAD 83(2011) ELLIP HT-    -9.109 (meters)        (06/27/12)   ADJUSTED
 AH9325* NAD 83(2011) EPOCH   -  2010.00
 AH9325* NAVD 88 ORTHO HEIGHT -    17.151 (meters)       56.27  (feet) ADJUSTED
 AH9325  ______________________________________________________________________
 AH9325  GEOID HEIGHT    -        -26.264 (meters)                     GEOID18
 AH9325  NAD 83(2011) X  -    885,194.828 (meters)                     COMP
 AH9325  NAD 83(2011) Y  - -5,593,688.094 (meters)                     COMP
 AH9325  NAD 83(2011) Z  -  2,924,034.268 (meters)                     COMP
 AH9325  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 AH9325  DYNAMIC HEIGHT  -         17.126 (meters)       56.19  (feet) COMP
 AH9325  MODELED GRAVITY -    979,145.7   (mgal)                       NAVD 88
 AH9325
 AH9325  VERT ORDER      -  SECOND    CLASS I
 AH9325
 AH9325  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9325  Standards:
 AH9325         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9325            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9325  -------------------------------------------------------------------
 AH9325  NETWORK    0.97   1.39           0.41   0.38   0.71      0.06504936
 AH9325  -------------------------------------------------------------------
 AH9325  Click here for local accuracies and other accuracy information.
 AH9325
 AH9325.The horizontal coordinates were established by GPS observations
 AH9325.and adjusted by the National Geodetic Survey in June 2012.
 AH9325
 AH9325.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9325.been affixed to the stable North American tectonic plate. See 
 AH9325.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH9325
 AH9325.The horizontal coordinates are valid at the epoch date displayed above
 AH9325.which is a decimal equivalence of Year/Month/Day.
 AH9325
 AH9325.The orthometric height was determined by differential leveling and
 AH9325.adjusted by the NATIONAL GEODETIC SURVEY
 AH9325.in January 2002.
 AH9325
 AH9325.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9325.GEOID18 height accuracy estimate available here.
 AH9325
 AH9325.Click photographs - Photos may exist for this station.
 AH9325
 AH9325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9325
 AH9325.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH9325
 AH9325.The ellipsoidal height was determined by GPS observations
 AH9325.and is referenced to NAD 83.
 AH9325
 AH9325.The dynamic height is computed by dividing the NAVD 88
 AH9325.geopotential number by the normal gravity value computed on the
 AH9325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9325.degrees latitude (g = 980.6199 gals.).
 AH9325
 AH9325.The modeled gravity was interpolated from observed gravity values.
 AH9325
 AH9325. The following values were computed from the NAD 83(2011) position.
 AH9325
 AH9325;                    North         East     Units Scale Factor Converg.
 AH9325;SPC FL E     -   346,936.419   199,251.049   MT  0.99994118   -0 00 12.6
 AH9325;SPC FL E     - 1,138,240.57    653,709.48   sFT  0.99994118   -0 00 12.6
 AH9325;UTM  17      - 3,037,950.028   499,251.304   MT  0.99960001   -0 00 12.6
 AH9325
 AH9325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9325!SPC FL E     -   1.00000143  x   0.99994118  =   0.99994261
 AH9325!UTM  17      -   1.00000143  x   0.99960001  =   0.99960144
 AH9325
 AH9325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML9925137950(NAD 83)
 AH9325
 AH9325                          SUPERSEDED SURVEY CONTROL
 AH9325
 AH9325  NAD 83(2007)-  27 27 54.32615(N)    081 00 27.28052(W) AD(2002.00) 0
 AH9325  ELLIP H (02/10/07)   -9.108  (m)                       GP(2002.00)    
 AH9325  NAD 83(1999)-  27 27 54.32594(N)    081 00 27.28064(W) AD(       ) 1
 AH9325  ELLIP H (05/31/01)   -9.095  (m)                       GP(       ) 4 1
 AH9325  NAD 83(1990)-  27 27 54.32505(N)    081 00 27.28028(W) AD(       ) 1
 AH9325  ELLIP H (06/01/99)   -9.062  (m)                       GP(       ) 4 1
 AH9325  NAVD 88 (06/01/99)   17.2    (m)  GEOID96  model used  GPS OBS        
 AH9325
 AH9325.Superseded values are not recommended for survey control.
 AH9325
 AH9325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9325.See file dsdata.pdf to determine how the superseded data were derived.
 AH9325
 AH9325_MARKER: DD = SURVEY DISK
 AH9325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9325_STAMPING: 343334 2 9824 1998
 AH9325_MARK LOGO: DENI
 AH9325_PROJECTION: RECESSED 5 CENTIMETERS
 AH9325_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AH9325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9325+STABILITY: SURFACE MOTION
 AH9325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9325+SATELLITE: SATELLITE OBSERVATIONS - July 05, 2005
 AH9325
 AH9325  HISTORY     - Date     Condition        Report By
 AH9325  HISTORY     - 1998     MONUMENTED       DENI
 AH9325  HISTORY     - 20000923 GOOD             FLDEP
 AH9325  HISTORY     - 20041218 GOOD             FLDEP
 AH9325  HISTORY     - 20050705 GOOD             MACTEC
 AH9325  HISTORY     - 20100429 MARK NOT FOUND   PICKET
 AH9325
 AH9325                          STATION DESCRIPTION
 AH9325
 AH9325'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1998 (RLW)
 AH9325'THE STATION IS ABOUT 18.5 MI (29.8 KM) NORTHWEST OF OKEECHOBEE, 15.5
 AH9325'MI (24.9 KM) EAST OF LORIDA, 7.1 MI (11.4 KM) NORTHEAST OF KISSIMMEE
 AH9325'RIVER CANAL C-38 IN SECTION 34, TOWNSHIP 34 SOUTH, RANGE 33 EAST.  TO
 AH9325'REACH STATION FROM THE INTERSECTION OF U.S.HIGHWAY 98/441 (PARROT AVE)
 AH9325'AND U.S.HIGHWAY 98/STATE HIGHWAY 70 (N PARK ST) IN OKEECHOBEE, GO WEST
 AH9325'ON U.S.HIGHWAY 98/STATE HIGHWAY 70 1.15 MI (1.85 KM) , THEN TURN RIGHT
 AH9325'AND CONTINUE NORTHWEST ON U.S.HIGHWAY 98/STATE ROAD 700 14.1 MI (22.7
 AH9325'KM) TO THE JUNCTION WITH COUNTY ROAD 700A/DURRANCE ROAD (NW 176TH AVE)
 AH9325', THEN TURN RIGHT AND PROCEED NORTH 5.5 MI (8.9 KM) TO A JUNCTION WITH
 AH9325'COUNTY ROAD 724 (NW 220TH ST) , THEN TURN LEFT AND PROCEED WEST FOR
 AH9325'115 FT (35.1 M) TO THE STATION ON THE RIGHT, AN ALUMINUM GPS SURVEY
 AH9325'MARK DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT 0.2 FT (6.1 CM)
 AH9325'BELOW GROUND LEVEL.  LOCATED 16 FT (4.9 M) NORTH OF THE CENTERLINE OF
 AH9325'COUNTY ROAD 724 (NW 220TH ST) , 115.0 FT (35.1 M) WEST OF THE
 AH9325'CENTERLINE EXTENDED OF COUNTY ROAD 700A (NW 176TH AVE) , 28.6 FT (8.7
 AH9325'M) WEST OF THE WEST END OF A CONCRETE HEADWALL TO A CULVERT UNDER
 AH9325'COUNTY ROAD 724, 44 FT (13.4 M) EAST OF THE CENTERLINE OF A SAND DRIVE
 AH9325'LEADING NORTH, 17.6 FT (5.4 M) SOUTHEAST OF THE CONCRETE WESTMOST
 AH9325'GUARDRAIL POST, 2.6 FT (0.8 M) SOUTH OF A N.G.S.CARSONITE WITNESS POST
 AH9325'AT GUARDRAIL.
 AH9325
 AH9325                          STATION RECOVERY (2000)
 AH9325
 AH9325'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AH9325'THE MARK IS ABOUT 34.5 MI (55.5 KM) SOUTHEAST OF SEBRING, 17.0 MI
 AH9325'(27.4 KM) NORTHWEST OF OKEECHOBEE, 16.0 MI (25.7 KM) SOUTHWEST OF FORT
 AH9325'DRUM AT THE JUNCTION OF COUNTY ROAD 700-A AND COUNTY ROAD 724, IN
 AH9325'SECTION 34, TOWNSHIP 34 SOUTH, RANGE 33 EAST. TO REACH THE MARK FROM
 AH9325'THE INTERSECTION OF U.S.  HIGHWAY 441 (PARROTT STREET) AND U.S.
 AH9325'HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) IN OKEECHOBEE, GO WEST ON
 AH9325'U.S.  HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) FOR 1.15 MI (1.85 KM)
 AH9325'TO THE JUNCTION OF U.S.  HIGHWAY 98 NORTH ON THE RIGHT, TURN RIGHT ON
 AH9325'U.S.  HIGHWAY 98 AND GO NORTHWESTERLY FOR 0.65 MI (1.05 KM) TO THE
 AH9325'RAILROAD TRACK, CONTINUE NORTHWESTERLY ON U.S.  HIGHWAY 98 FOR 11.9 MI
 AH9325'(19.2 KM) TO THE JUNCTION OF COUNTY ROAD 68 EAST ON THE RIGHT,
 AH9325'CONTINUE NORTHWESTERLY ON U.S.  HIGHWAY 98 FOR 1.85 MI (2.98 KM) TO
 AH9325'THE JUNCTION OF COUNTY ROAD 700-A ON THE RIGHT, TURN RIGHT ON COUNTY
 AH9325'ROAD 700-A AND GO NORTH FOR 5.4 MI (8.7 KM) TO THE JUNCTION OF COUNTY
 AH9325'ROAD 724 AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 AH9325'MONUMENT RECESSED 1.0 FT (0.3 M) BELOW THE LEVEL OF THE GROUND AND 0.6
 AH9325'FT (18.3 CM) BELOW THE LEVEL OF COUNTY ROAD 724.  THE MARK CAN ALSO BE
 AH9325'REACHED FROM THE JUNCTION OF STATE ROAD 70 (PARK STREET) AND U.S.
 AH9325'HIGHWAY 441 (PARROTT STREET) IN OKEECHOBEE, GO NORTH ON U.S.  HIGHWAY
 AH9325'441 (PARROTT STREET) FOR 14.4 MI (23.2 KM) TO THE JUNCTION OF COUNTY
 AH9325'ROAD 68 ON THE RIGHT, CONTINUE NORTH ON U.S.  HIGHWAY 441 FOR 1.0 MI
 AH9325'(1.6 KM) TO THE JUNCTION OF COUNTY ROAD 724 (NW 240TH STREET) ON THE
 AH9325'LEFT, TURN LEFT ON COUNTY ROAD 724 (NW 240TH STREET) AND GO WEST FOR
 AH9325'12.2 MI (19.6 KM) TO THE JUNCTION OF COUNTY ROAD 700-A (NW 176TH
 AH9325'AVENUE) ON THE LEFT AND THE MARK ON THE RIGHT. LOCATED 117.5 FT (35.8
 AH9325'M) WEST OF THE CENTERLINE OF NORTHWEST 176TH AVENUE, 18.9 FT (5.8 M)
 AH9325'EAST OF THE WEST END OF A METAL GUARDRAIL, 17.7 FT (5.4 M) NORTH OF
 AH9325'THE CENTERLINE OF COUNTY ROAD 724, 2.4 FT (0.7 M) SOUTH OF A CARSONITE
 AH9325'WITNESS POST AND 2.0 FT (0.6 M) SOUTH OF A METAL GUARDRAIL.
 AH9325
 AH9325                          STATION RECOVERY (2004)
 AH9325
 AH9325'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 AH9325'RECOVERED AS DESCRIBED.
 AH9325
 AH9325                          STATION RECOVERY (2005)
 AH9325
 AH9325'RECOVERY NOTE BY MACTEC ENGINEERING AND CONSULTING 2005 (CGB)
 AH9325'RECOVERED AS DESCRIBED
 AH9325
 AH9325                          STATION RECOVERY (2010)
 AH9325
 AH9325'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2010 (JM)
 AH9325'MARK APPEARS TO BE DESTROYED DUE TO CONSTRUCTION ACTIVITIES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0201 ***********************************************************************
 AG0201  DESIGNATION -  344
 AG0201  PID         -  AG0201
 AG0201  STATE/COUNTY-  FL/PINELLAS
 AG0201  COUNTRY     -  US
 AG0201  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0201
 AG0201                         *CURRENT SURVEY CONTROL
 AG0201  ______________________________________________________________________
 AG0201* NAD 83(1986) POSITION- 27 37 55.     (N) 082 42 05.     (W)   SCALED
 AG0201* NAVD 88 ORTHO HEIGHT -     0.687 (meters)        2.25  (feet) ADJUSTED
 AG0201  ______________________________________________________________________
 AG0201  GEOID HEIGHT    -        -24.386 (meters)                     GEOID18
 AG0201  DYNAMIC HEIGHT  -          0.686 (meters)        2.25  (feet) COMP
 AG0201  MODELED GRAVITY -    979,160.0   (mgal)                       NAVD 88
 AG0201
 AG0201  VERT ORDER      -  SECOND    CLASS II
 AG0201
 AG0201.The horizontal coordinates were scaled from a map and have
 AG0201.an estimated accuracy of +/- 6 seconds.
 AG0201
 AG0201.The orthometric height was determined by differential leveling and
 AG0201.adjusted by the NATIONAL GEODETIC SURVEY
 AG0201.in June 1991.
 AG0201
 AG0201.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0201.GEOID18 height accuracy estimate available here.
 AG0201
 AG0201.Click photographs - Photos may exist for this station.
 AG0201
 AG0201.The dynamic height is computed by dividing the NAVD 88
 AG0201.geopotential number by the normal gravity value computed on the
 AG0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0201.degrees latitude (g = 980.6199 gals.).
 AG0201
 AG0201.The modeled gravity was interpolated from observed gravity values.
 AG0201
 AG0201;                    North         East    Units  Estimated Accuracy
 AG0201;SPC FL W     -   365,620.      130,780.      MT  (+/- 180 meters Scaled)
 AG0201
 AG0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL321575(NAD 83)
 AG0201
 AG0201                          SUPERSEDED SURVEY CONTROL
 AG0201
 AG0201  NGVD 29 (??/??/92)    0.977  (m)            3.21   (f) ADJ UNCH    2 2
 AG0201
 AG0201.Superseded values are not recommended for survey control.
 AG0201
 AG0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0201.See file dsdata.pdf to determine how the superseded data were derived.
 AG0201
 AG0201_MARKER: DD = SURVEY DISK
 AG0201_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0201_SP_SET: CULVERT HEADWALL
 AG0201_STAMPING: 344
 AG0201_MARK LOGO: FLHD
 AG0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0201+STABILITY: SURFACE MOTION
 AG0201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0201+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 AG0201
 AG0201  HISTORY     - Date     Condition        Report By
 AG0201  HISTORY     - UNK      MONUMENTED       FLHD
 AG0201  HISTORY     - 1976     GOOD             NGS
 AG0201  HISTORY     - 19910426 GOOD             USPSQD
 AG0201  HISTORY     - 19971002 GOOD             USPSQD
 AG0201  HISTORY     - 20000130 GOOD             USPSQD
 AG0201  HISTORY     - 20041001 GOOD             USPSQD
 AG0201
 AG0201                          STATION DESCRIPTION
 AG0201
 AG0201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0201'IN ST PETERSBURG.
 AG0201'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0201'ALT. HWY. 19A (PINELLAS BAYWAY, SR 682).  RUN WESTERLY ON PINELLAS
 AG0201'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF SR 693 (PAVED SIDE ROAD
 AG0201'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON SR 693 AND RUN
 AG0201'SOUTHERLY FOR 6.85 MILE TO THE INTERSECTION OF SR 699.  TURN LEFT ON
 AG0201'SR 699 AND RUN EASTERLY AND NORTHERLY FOR 1.05 MILES.  STATION ON
 AG0201'RIGHT, 40.8 FT. EAST OF THE CENTERLINE OF SR 699.  SET IN THE TOP OF
 AG0201'HEADWALL.
 AG0201
 AG0201                          STATION RECOVERY (1991)
 AG0201
 AG0201'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0201'RECOVERED IN GOOD CONDITION.
 AG0201
 AG0201                          STATION RECOVERY (1997)
 AG0201
 AG0201'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0201'RECOVERED IN GOOD CONDITION.
 AG0201
 AG0201                          STATION RECOVERY (2000)
 AG0201
 AG0201'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0201'RECOVERED IN GOOD CONDITION.
 AG0201
 AG0201                          STATION RECOVERY (2004)
 AG0201
 AG0201'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG0201'THE MARK IS 1.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0202 ***********************************************************************
 AG0202  DESIGNATION -  345
 AG0202  PID         -  AG0202
 AG0202  STATE/COUNTY-  FL/PINELLAS
 AG0202  COUNTRY     -  US
 AG0202  USGS QUAD   -  ANNA MARIA (2018)
 AG0202
 AG0202                         *CURRENT SURVEY CONTROL
 AG0202  ______________________________________________________________________
 AG0202* NAD 83(1986) POSITION- 27 37 01.     (N) 082 44 05.     (W)   SCALED
 AG0202* NAVD 88 ORTHO HEIGHT -     1.022 (meters)        3.35  (feet) ADJUSTED
 AG0202  ______________________________________________________________________
 AG0202  GEOID HEIGHT    -        -24.342 (meters)                     GEOID18
 AG0202  DYNAMIC HEIGHT  -          1.020 (meters)        3.35  (feet) COMP
 AG0202  MODELED GRAVITY -    979,159.3   (mgal)                       NAVD 88
 AG0202
 AG0202  VERT ORDER      -  SECOND    CLASS II
 AG0202
 AG0202.The horizontal coordinates were scaled from a map and have
 AG0202.an estimated accuracy of +/- 6 seconds.
 AG0202
 AG0202.The orthometric height was determined by differential leveling and
 AG0202.adjusted by the NATIONAL GEODETIC SURVEY
 AG0202.in June 1991.
 AG0202
 AG0202.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0202.GEOID18 height accuracy estimate available here.
 AG0202
 AG0202.Click photographs - Photos may exist for this station.
 AG0202
 AG0202.The dynamic height is computed by dividing the NAVD 88
 AG0202.geopotential number by the normal gravity value computed on the
 AG0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0202.degrees latitude (g = 980.6199 gals.).
 AG0202
 AG0202.The modeled gravity was interpolated from observed gravity values.
 AG0202
 AG0202;                    North         East    Units  Estimated Accuracy
 AG0202;SPC FL W     -   363,980.      127,480.      MT  (+/- 180 meters Scaled)
 AG0202
 AG0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL288559(NAD 83)
 AG0202
 AG0202                          SUPERSEDED SURVEY CONTROL
 AG0202
 AG0202  NGVD 29 (??/??/92)    1.311  (m)            4.30   (f) ADJ UNCH    2 2
 AG0202
 AG0202.Superseded values are not recommended for survey control.
 AG0202
 AG0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0202.See file dsdata.pdf to determine how the superseded data were derived.
 AG0202
 AG0202_MARKER: DD = SURVEY DISK
 AG0202_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0202_SP_SET: CULVERT HEADWALL
 AG0202_STAMPING: 345
 AG0202_MARK LOGO: FLHD
 AG0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0202+STABILITY: SURFACE MOTION
 AG0202_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0202+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 AG0202
 AG0202  HISTORY     - Date     Condition        Report By
 AG0202  HISTORY     - UNK      MONUMENTED       FLHD
 AG0202  HISTORY     - 1976     GOOD             NGS
 AG0202  HISTORY     - 19910510 GOOD             USPSQD
 AG0202  HISTORY     - 19971031 GOOD             USPSQD
 AG0202  HISTORY     - 20000130 GOOD             USPSQD
 AG0202  HISTORY     - 20041209 GOOD             PINCPW
 AG0202
 AG0202                          STATION DESCRIPTION
 AG0202
 AG0202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0202'IN ST PETERSBURG.
 AG0202'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0202'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682).  RUN WESTERLY ON PINELLAS
 AG0202'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD
 AG0202'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON S.R. 693 AND RUN
 AG0202'SOUTHERLY FOR 6.85 MILES TO THE INTERSECTION OF S.R. 699.  TURN RIGHT
 AG0202'ON S.R. 699 AND RUN WESTERLY AND NORTHERLY FOR 1.40 MILES.  STATION ON
 AG0202'LEFT, 53.0 FT. S.W. OF THE CENTERLINE OF S.R. 699, 152.2 FT. WEST OF A
 AG0202'POWER POLE (NO NUMBER).  SET IN TOP OF A CONCRETE HEADWALL.
 AG0202
 AG0202                          STATION RECOVERY (1991)
 AG0202
 AG0202'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0202'RECOVERED IN GOOD CONDITION.
 AG0202
 AG0202                          STATION RECOVERY (1997)
 AG0202
 AG0202'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0202'RECOVERED IN GOOD CONDITION.
 AG0202
 AG0202                          STATION RECOVERY (2000)
 AG0202
 AG0202'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0202'RECOVERED IN GOOD CONDITION.
 AG0202
 AG0202                          STATION RECOVERY (2004)
 AG0202
 AG0202'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2004 (BE)
 AG0202'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0203 ***********************************************************************
 AG0203  DESIGNATION -  346
 AG0203  PID         -  AG0203
 AG0203  STATE/COUNTY-  FL/PINELLAS
 AG0203  COUNTRY     -  US
 AG0203  USGS QUAD   -  ANNA MARIA (2018)
 AG0203
 AG0203                         *CURRENT SURVEY CONTROL
 AG0203  ______________________________________________________________________
 AG0203* NAD 83(1986) POSITION- 27 37 25.     (N) 082 44 05.     (W)   SCALED
 AG0203* NAVD 88 ORTHO HEIGHT -     0.346 (meters)        1.14  (feet) ADJUSTED
 AG0203  ______________________________________________________________________
 AG0203  GEOID HEIGHT    -        -24.342 (meters)                     GEOID18
 AG0203  DYNAMIC HEIGHT  -          0.346 (meters)        1.14  (feet) COMP
 AG0203  MODELED GRAVITY -    979,160.2   (mgal)                       NAVD 88
 AG0203
 AG0203  VERT ORDER      -  SECOND    CLASS II
 AG0203
 AG0203.The horizontal coordinates were scaled from a map and have
 AG0203.an estimated accuracy of +/- 6 seconds.
 AG0203
 AG0203.The orthometric height was determined by differential leveling and
 AG0203.adjusted by the NATIONAL GEODETIC SURVEY
 AG0203.in June 1991.
 AG0203
 AG0203.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0203.GEOID18 height accuracy estimate available here.
 AG0203
 AG0203.Click photographs - Photos may exist for this station.
 AG0203
 AG0203.The dynamic height is computed by dividing the NAVD 88
 AG0203.geopotential number by the normal gravity value computed on the
 AG0203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0203.degrees latitude (g = 980.6199 gals.).
 AG0203
 AG0203.The modeled gravity was interpolated from observed gravity values.
 AG0203
 AG0203;                    North         East    Units  Estimated Accuracy
 AG0203;SPC FL W     -   364,720.      127,490.      MT  (+/- 180 meters Scaled)
 AG0203
 AG0203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL288567(NAD 83)
 AG0203
 AG0203                          SUPERSEDED SURVEY CONTROL
 AG0203
 AG0203  NGVD 29 (??/??/92)    0.636  (m)            2.09   (f) ADJ UNCH    2 2
 AG0203
 AG0203.Superseded values are not recommended for survey control.
 AG0203
 AG0203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0203.See file dsdata.pdf to determine how the superseded data were derived.
 AG0203
 AG0203_MARKER: DD = SURVEY DISK
 AG0203_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0203_SP_SET: CULVERT HEADWALL
 AG0203_STAMPING: 346
 AG0203_MARK LOGO: FLHD
 AG0203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0203+STABILITY: SURFACE MOTION
 AG0203_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0203+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 AG0203
 AG0203  HISTORY     - Date     Condition        Report By
 AG0203  HISTORY     - UNK      MONUMENTED       FLHD
 AG0203  HISTORY     - 1976     GOOD             NGS
 AG0203  HISTORY     - 19910426 POOR             USPSQD
 AG0203  HISTORY     - 19991129 GOOD             USPSQD
 AG0203  HISTORY     - 20000130 GOOD             USPSQD
 AG0203  HISTORY     - 20010331 GOOD             NGS
 AG0203  HISTORY     - 20041209 GOOD             PINCPW
 AG0203
 AG0203                          STATION DESCRIPTION
 AG0203
 AG0203'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0203'IN ST PETERSBURG.
 AG0203'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0203'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682).  RUN WESTERLY ON PINELLAS
 AG0203'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD
 AG0203'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON S.R. 693 AND RUN
 AG0203'SOUTHERELY FOR 6.85 MILES TO THE INTERSECTION OF S.R. 699.  TURN RIGHT
 AG0203'ON S.R. 699 AND RUN WESTERLY AND NORTHERLY FOR 1.95 MILE. STATION ON
 AG0203'LEFT, 46.5 FT. WEST OF THE CENTERLINE OF S.R. 699, 149.6 FT. N.W. OF A
 AG0203'POWER POLE (NO NUMBER).  SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0203
 AG0203                          STATION RECOVERY (1991)
 AG0203
 AG0203'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0203'MARK RECOVERED IN POOR CONDITION.
 AG0203
 AG0203                          STATION RECOVERY (1999)
 AG0203
 AG0203'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0203'RECOVERED IN GOOD CONDITION.
 AG0203
 AG0203                          STATION RECOVERY (2000)
 AG0203
 AG0203'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0203'RECOVERED IN GOOD CONDITION.
 AG0203
 AG0203                          STATION RECOVERY (2001)
 AG0203
 AG0203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0203'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0203
 AG0203                          STATION RECOVERY (2004)
 AG0203
 AG0203'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2004 (BE)
 AG0203'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0204 ***********************************************************************
 AG0204  DESIGNATION -  347
 AG0204  PID         -  AG0204
 AG0204  STATE/COUNTY-  FL/PINELLAS
 AG0204  COUNTRY     -  US
 AG0204  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0204
 AG0204                         *CURRENT SURVEY CONTROL
 AG0204  ______________________________________________________________________
 AG0204* NAD 83(1986) POSITION- 27 37 43.     (N) 082 44 05.     (W)   SCALED
 AG0204* NAVD 88 ORTHO HEIGHT -     0.455 (meters)        1.49  (feet) ADJUSTED
 AG0204  ______________________________________________________________________
 AG0204  GEOID HEIGHT    -        -24.342 (meters)                     GEOID18
 AG0204  DYNAMIC HEIGHT  -          0.454 (meters)        1.49  (feet) COMP
 AG0204  MODELED GRAVITY -    979,160.8   (mgal)                       NAVD 88
 AG0204
 AG0204  VERT ORDER      -  SECOND    CLASS II
 AG0204
 AG0204.The horizontal coordinates were scaled from a map and have
 AG0204.an estimated accuracy of +/- 6 seconds.
 AG0204
 AG0204.The orthometric height was determined by differential leveling and
 AG0204.adjusted by the NATIONAL GEODETIC SURVEY
 AG0204.in June 1991.
 AG0204
 AG0204.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0204.GEOID18 height accuracy estimate available here.
 AG0204
 AG0204.Click photographs - Photos may exist for this station.
 AG0204
 AG0204.The dynamic height is computed by dividing the NAVD 88
 AG0204.geopotential number by the normal gravity value computed on the
 AG0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0204.degrees latitude (g = 980.6199 gals.).
 AG0204
 AG0204.The modeled gravity was interpolated from observed gravity values.
 AG0204
 AG0204;                    North         East    Units  Estimated Accuracy
 AG0204;SPC FL W     -   365,270.      127,490.      MT  (+/- 180 meters Scaled)
 AG0204
 AG0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL288572(NAD 83)
 AG0204
 AG0204                          SUPERSEDED SURVEY CONTROL
 AG0204
 AG0204  NGVD 29 (??/??/92)    0.745  (m)            2.44   (f) ADJ UNCH    2 2
 AG0204
 AG0204.Superseded values are not recommended for survey control.
 AG0204
 AG0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0204.See file dsdata.pdf to determine how the superseded data were derived.
 AG0204
 AG0204_MARKER: DD = SURVEY DISK
 AG0204_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0204_SP_SET: CULVERT HEADWALL
 AG0204_STAMPING: 347
 AG0204_MARK LOGO: FLHD
 AG0204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0204+STABILITY: SURFACE MOTION
 AG0204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0204+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 AG0204
 AG0204  HISTORY     - Date     Condition        Report By
 AG0204  HISTORY     - UNK      MONUMENTED       FLHD
 AG0204  HISTORY     - 1976     GOOD             NGS
 AG0204  HISTORY     - 19910426 POOR             USPSQD
 AG0204  HISTORY     - 19991129 GOOD             USPSQD
 AG0204  HISTORY     - 20000130 GOOD             USPSQD
 AG0204  HISTORY     - 20010331 GOOD             NGS
 AG0204  HISTORY     - 20041209 GOOD             PINCPW
 AG0204
 AG0204                          STATION DESCRIPTION
 AG0204
 AG0204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0204'IN ST PETERSBURG.
 AG0204'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY 19 AND U.S.
 AG0204'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682).  RUN WESTERLY ON PINELLAS
 AG0204'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD
 AG0204'LEADING SOUTH TO FORT DESOTO PARK) TURN LEFT AND RUN SOUTHERLY FOR
 AG0204'6.85 MILES TO THE INTERSECTION OF S.R. 699.  TURN RIGHT ON S.R. 699
 AG0204'AND RUN WESTERLY AND NORTHERLY FOR 2.35 MILES.  STATION ON LEFT 42.7
 AG0204'FT. WEST OF THE CENTERLINE OF S.R. 699, 139.7 FT. S.W. OF A POWER POLE
 AG0204'(NO NUMBER).  SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0204
 AG0204                          STATION RECOVERY (1991)
 AG0204
 AG0204'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0204'MARK RECOVERED IN POOR CONDITION.
 AG0204
 AG0204                          STATION RECOVERY (1999)
 AG0204
 AG0204'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0204'RECOVERED IN GOOD CONDITION.
 AG0204
 AG0204                          STATION RECOVERY (2000)
 AG0204
 AG0204'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0204'RECOVERED IN GOOD CONDITION.
 AG0204
 AG0204                          STATION RECOVERY (2001)
 AG0204
 AG0204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0204'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0204
 AG0204                          STATION RECOVERY (2004)
 AG0204
 AG0204'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2004 (BE)
 AG0204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0205 ***********************************************************************
 AG0205  DESIGNATION -  348
 AG0205  PID         -  AG0205
 AG0205  STATE/COUNTY-  FL/PINELLAS
 AG0205  COUNTRY     -  US
 AG0205  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0205
 AG0205                         *CURRENT SURVEY CONTROL
 AG0205  ______________________________________________________________________
 AG0205* NAD 83(1986) POSITION- 27 38 19.     (N) 082 44 11.     (W)   SCALED
 AG0205* NAVD 88 ORTHO HEIGHT -     0.548 (meters)        1.80  (feet) ADJUSTED
 AG0205  ______________________________________________________________________
 AG0205  GEOID HEIGHT    -        -24.339 (meters)                     GEOID18
 AG0205  DYNAMIC HEIGHT  -          0.547 (meters)        1.79  (feet) COMP
 AG0205  MODELED GRAVITY -    979,162.1   (mgal)                       NAVD 88
 AG0205
 AG0205  VERT ORDER      -  SECOND    CLASS II
 AG0205
 AG0205.The horizontal coordinates were scaled from a map and have
 AG0205.an estimated accuracy of +/- 6 seconds.
 AG0205
 AG0205.The orthometric height was determined by differential leveling and
 AG0205.adjusted by the NATIONAL GEODETIC SURVEY
 AG0205.in June 1991.
 AG0205
 AG0205.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0205.GEOID18 height accuracy estimate available here.
 AG0205
 AG0205.Click photographs - Photos may exist for this station.
 AG0205
 AG0205.The dynamic height is computed by dividing the NAVD 88
 AG0205.geopotential number by the normal gravity value computed on the
 AG0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0205.degrees latitude (g = 980.6199 gals.).
 AG0205
 AG0205.The modeled gravity was interpolated from observed gravity values.
 AG0205
 AG0205;                    North         East    Units  Estimated Accuracy
 AG0205;SPC FL W     -   366,380.      127,330.      MT  (+/- 180 meters Scaled)
 AG0205
 AG0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL286583(NAD 83)
 AG0205
 AG0205                          SUPERSEDED SURVEY CONTROL
 AG0205
 AG0205  NGVD 29 (??/??/92)    0.838  (m)            2.75   (f) ADJ UNCH    2 2
 AG0205
 AG0205.Superseded values are not recommended for survey control.
 AG0205
 AG0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0205.See file dsdata.pdf to determine how the superseded data were derived.
 AG0205
 AG0205_MARKER: DD = SURVEY DISK
 AG0205_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0205_SP_SET: CULVERT HEADWALL
 AG0205_STAMPING: 348
 AG0205_MARK LOGO: FLHD
 AG0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0205+STABILITY: SURFACE MOTION
 AG0205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0205+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 AG0205
 AG0205  HISTORY     - Date     Condition        Report By
 AG0205  HISTORY     - UNK      MONUMENTED       FLHD
 AG0205  HISTORY     - 1976     GOOD             NGS
 AG0205  HISTORY     - 19910426 MARK NOT FOUND   USPSQD
 AG0205  HISTORY     - 19971031 GOOD             USPSQD
 AG0205  HISTORY     - 20000130 GOOD             USPSQD
 AG0205  HISTORY     - 20041209 GOOD             PINCPW
 AG0205
 AG0205                          STATION DESCRIPTION
 AG0205
 AG0205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0205'IN ST PETERSBURG.
 AG0205'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0205'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682).  RUN WESTERLY ON PINELLAS
 AG0205'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD
 AG0205'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON S.R. 693 AND RUN
 AG0205'SOUTHERLY FOR 6.85 MILES TO THE INTERSECTION OF S.R. 699.  TURN RIGHT
 AG0205'ON S.R. 699 AND RUN WESTERLY AND NORTHERLY FOR 3.00 MILES.  STATION ON
 AG0205'LEFT, 42.7 FT. W.S.W. OF THE CENTERLINE OF S.R. 699, 150.4 FT. WEST OF
 AG0205'A POWER POLE (NO NUMBER).  SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0205
 AG0205                          STATION RECOVERY (1991)
 AG0205
 AG0205'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0205'MARK NOT FOUND.
 AG0205
 AG0205                          STATION RECOVERY (1997)
 AG0205
 AG0205'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0205'RECOVERED IN GOOD CONDITION.
 AG0205
 AG0205                          STATION RECOVERY (2000)
 AG0205
 AG0205'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0205'RECOVERED IN GOOD CONDITION.
 AG0205
 AG0205                          STATION RECOVERY (2004)
 AG0205
 AG0205'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2004 (BE)
 AG0205'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0206 ***********************************************************************
 AG0206  DESIGNATION -  349
 AG0206  PID         -  AG0206
 AG0206  STATE/COUNTY-  FL/PINELLAS
 AG0206  COUNTRY     -  US
 AG0206  USGS QUAD   -  CLEARWATER (2018)
 AG0206
 AG0206                         *CURRENT SURVEY CONTROL
 AG0206  ______________________________________________________________________
 AG0206* NAD 83(1986) POSITION- 27 57 38.0    (N) 082 46 12.8    (W)   HD_HELD2
 AG0206* NAVD 88 ORTHO HEIGHT -    21.782 (meters)       71.46  (feet) ADJUSTED
 AG0206  ______________________________________________________________________
 AG0206  GEOID HEIGHT    -        -24.678 (meters)                     GEOID18
 AG0206  DYNAMIC HEIGHT  -         21.750 (meters)       71.36  (feet) COMP
 AG0206  MODELED GRAVITY -    979,188.1   (mgal)                       NAVD 88
 AG0206
 AG0206  VERT ORDER      -  SECOND    CLASS II
 AG0206
 AG0206.The horizontal coordinates were established by autonomous hand held GPS
 AG0206.observations and have an estimated accuracy of +/- 10 meters.
 AG0206
 AG0206.The orthometric height was determined by differential leveling and
 AG0206.adjusted by the NATIONAL GEODETIC SURVEY
 AG0206.in June 1991.
 AG0206
 AG0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0206.GEOID18 height accuracy estimate available here.
 AG0206
 AG0206.Click photographs - Photos may exist for this station.
 AG0206
 AG0206.The dynamic height is computed by dividing the NAVD 88
 AG0206.geopotential number by the normal gravity value computed on the
 AG0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0206.degrees latitude (g = 980.6199 gals.).
 AG0206
 AG0206.The modeled gravity was interpolated from observed gravity values.
 AG0206
 AG0206;                    North         East    Units  Estimated Accuracy
 AG0206;SPC FL W     -   402,077.      124,215.      MT  (+/- 10 meters HH2 GPS)
 AG0206
 AG0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2586894094(NAD 83)
 AG0206
 AG0206                          SUPERSEDED SURVEY CONTROL
 AG0206
 AG0206  NGVD 29 (??/??/92)   22.044  (m)           72.32   (f) ADJ UNCH    2 2
 AG0206
 AG0206.Superseded values are not recommended for survey control.
 AG0206
 AG0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0206.See file dsdata.pdf to determine how the superseded data were derived.
 AG0206
 AG0206_MARKER: DD = SURVEY DISK
 AG0206_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0206_SP_SET: INLET
 AG0206_STAMPING: 349
 AG0206_MARK LOGO: FLHD
 AG0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0206+STABILITY: SURFACE MOTION
 AG0206
 AG0206  HISTORY     - Date     Condition        Report By
 AG0206  HISTORY     - UNK      MONUMENTED       FLHD
 AG0206  HISTORY     - 1976     GOOD             NGS
 AG0206  HISTORY     - 20080825 GOOD             PINCPW
 AG0206
 AG0206                          STATION DESCRIPTION
 AG0206
 AG0206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0206'IN CLEARWATER.
 AG0206'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND S.R. 60
 AG0206'(GULF TO BAY BLVD.).  RUN WESTERLY ON S.R. 60 FOR 2.55 MILES TO THE
 AG0206'INTERSECTION OF YELVINGTON AVE.  STATION ON LEFT, S.W. CORNER, 45.4
 AG0206'FT. SOUTH OF THE CENTERLINE OF GULF TO BAY BLVD., 51.1 FT. WEST OF THE
 AG0206'CENTERLINE OF YELVINGTON AVE.  SET IN THE TOP OF A CONCRETE INLET.
 AG0206'SECTION 14, T29S, R15E.
 AG0206
 AG0206                          STATION RECOVERY (2008)
 AG0206
 AG0206'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0206'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG6856 ***********************************************************************
 DG6856  DESIGNATION -  349 A
 DG6856  PID         -  DG6856
 DG6856  STATE/COUNTY-  FL/HENDRY
 DG6856  COUNTRY     -  US
 DG6856  USGS QUAD   -  LITTLE CYPRESS SWAMP (2018)
 DG6856
 DG6856                         *CURRENT SURVEY CONTROL
 DG6856  ______________________________________________________________________
 DG6856* NAD 83(1986) POSITION- 26 27 42.6    (N) 080 56 12.8    (W)   HD_HELD2
 DG6856* NAVD 88 ORTHO HEIGHT -     3.864 (meters)       12.68  (feet) ADJUSTED
 DG6856  ______________________________________________________________________
 DG6856  GEOID HEIGHT    -        -24.776 (meters)                     GEOID18
 DG6856  DYNAMIC HEIGHT  -          3.858 (meters)       12.66  (feet) COMP
 DG6856  MODELED GRAVITY -    979,069.1   (mgal)                       NAVD 88
 DG6856
 DG6856  VERT ORDER      -  FIRST     CLASS II
 DG6856
 DG6856.The horizontal coordinates were established by autonomous hand held GPS
 DG6856.observations and have an estimated accuracy of +/- 10 meters.
 DG6856
 DG6856.The orthometric height was determined by differential leveling and
 DG6856.adjusted by the NATIONAL GEODETIC SURVEY
 DG6856.in December 2004.
 DG6856
 DG6856.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6856.GEOID18 height accuracy estimate available here.
 DG6856
 DG6856.Click photographs - Photos may exist for this station.
 DG6856
 DG6856.The dynamic height is computed by dividing the NAVD 88
 DG6856.geopotential number by the normal gravity value computed on the
 DG6856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6856.degrees latitude (g = 980.6199 gals.).
 DG6856
 DG6856.The modeled gravity was interpolated from observed gravity values.
 DG6856
 DG6856;                    North         East    Units  Estimated Accuracy
 DG6856;SPC FL E     -   235,781.      206,293.      MT  (+/- 10 meters HH2 GPS)
 DG6856
 DG6856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK0629126832(NAD 83)
 DG6856
 DG6856                          SUPERSEDED SURVEY CONTROL
 DG6856
 DG6856.No superseded survey control is available for this station.
 DG6856
 DG6856_MARKER: DD = SURVEY DISK
 DG6856_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG6856_SP_SET: FLOOD CONTROL STRUCTURE
 DG6856_STAMPING: 349 A 2003
 DG6856_MARK LOGO: FLDEP
 DG6856_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6856+STABILITY: SURFACE MOTION
 DG6856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6856+SATELLITE: SATELLITE OBSERVATIONS - February 29, 2024
 DG6856
 DG6856  HISTORY     - Date     Condition        Report By
 DG6856  HISTORY     - 20030307 MONUMENTED       FLDEP
 DG6856  HISTORY     - 20240229 GOOD             GEOCAC
 DG6856
 DG6856                          STATION DESCRIPTION
 DG6856
 DG6856'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG6856'THE MARK IS ABOUT 31.3 MI EAST OF IMMOKALEE, 24.0 MI SOUTH OF
 DG6856'CLEWISTON, IN SECTION 28,  TOWNSHIP 46 SOUTH, RANGE 34 EAST.
 DG6856'
 DG6856'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 SOUTHBOUND
 DG6856'LANES AND MIAMI  CANAL ROAD IN LAKE HARBOR (ABOUT 6.5 MI WESTERLY OF
 DG6856'SOUTHBAY), GO SOUTHERLY ON MIAMI  CANAL ROAD FOR 0.15 MI TO THE
 DG6856'INTERSECTION OF CORKSCREW BOULEVARD, CONTINUE  SOUTHERLY ON THE MIAMI
 DG6856'CANAL ROAD FOR 0.65 MI TO THE END OF THE PAVEMENT, CONTINUE  SOUTHERLY
 DG6856'(ON THE WEST SIDE OF MIAMI CANAL) FOR 8.55 MI TO THE INTERSECTION OF A
 DG6856'PAVED  ROAD (AT A BRIDGE SPANNING THE MIAMI CANAL), CONTINUE SOUTHERLY
 DG6856'ON THE WEST SIDE OF THE  MIAMI CANAL FOR 6.15 MI TO A CANAL LEADING
 DG6856'WEST AND A 90 DEGREE BEND RIGHT, CONTINUE  WESTERLY ON THE LEVEE ROAD
 DG6856'FOR 0.05 MI TO A ONE LANE BRIDGE ON THE LEFT, CONTINUE  WESTERLY ON
 DG6856'THE LEVEE ROAD FOR APPROXIMATELY 75.0 FT TO A LOCKED GATE, PASSING
 DG6856'THROUGH THE GATE, CONTINUE WESTERLY ON THE LEVEE ROAD FOR 4.8 MI TO
 DG6856'THE T-JUNCTION OF A  NORTH-SOUTH LEVEE ROAD, TURN LEFT ON THE LEVEE
 DG6856'ROAD AND GO SOUTH FOR 1.85 MI TO THE  JUNCTION OF A LEVEE ROAD ON THE
 DG6856'RIGHT LEADING WEST, TURN RIGHT ON THE LEVEE ROAD AND  GO WEST FOR 2.0
 DG6856'MI TO THE JUNCTION OF A LEVEE ROAD ON THE RIGHT LEADING NORTH, TURN
 DG6856'RIGHT ON THE LEVEE ROAD AND GO NORTH FOR 1.95 MI THE INTERSECTION OF A
 DG6856'LEVEE ROAD  LEADING EAST-WEST, TURN LEFT ON THE LEVEE ROAD AND GO WEST
 DG6856'FOR 1.3 MI TO THE MARK ON  THE RIGHT, A FLDEP DISK SET FLUSH IN THE
 DG6856'TOP OF THE SOUTHWEST END OF THE FLOOD CONTROL  STRUCTURE 6.0 FT BELOW
 DG6856'THE LEVEL OF THE LEVEE ROAD.
 DG6856'
 DG6856'LOCATED 42.7 FT NORTH OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD
 DG6856'AND 4.0 FT WEST  OF THE SOUTHWEST CORNER OF STRUCTURE G-349A.
 DG6856'
 DG6856'NOTE FOR KEY CONTACT SOUTH FLORIDA WATER MANAGEMENT AT PHONE NUMBER
 DG6856'813-983-1431.
 DG6856
 DG6856                          STATION RECOVERY (2024)
 DG6856
 DG6856'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DG6856'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE8159 ***********************************************************************
 AE8159  SACS        -  This is a Secondary Airport Control Station.
 AE8159  DESIGNATION -  34J A
 AE8159  PID         -  AE8159
 AE8159  STATE/COUNTY-  FL/VOLUSIA
 AE8159  COUNTRY     -  US
 AE8159  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AE8159
 AE8159                         *CURRENT SURVEY CONTROL
 AE8159  ______________________________________________________________________
 AE8159* NAD 83(2011) POSITION- 29 03 34.57570(N) 080 56 43.50508(W)   ADJUSTED
 AE8159* NAD 83(2011) ELLIP HT-   -26.296 (meters)        (06/27/12)   ADJUSTED
 AE8159* NAD 83(2011) EPOCH   -  2010.00
 AE8159* NAVD 88 ORTHO HEIGHT -     1.99  (meters)        6.5   (feet) GPS OBS
 AE8159  ______________________________________________________________________
 AE8159  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE8159  GEOID HEIGHT    -        -28.196 (meters)                     GEOID96
 AE8159  GEOID HEIGHT    -        -28.272 (meters)                     GEOID18
 AE8159  NAD 83(2011) X  -    878,092.701 (meters)                     COMP
 AE8159  NAD 83(2011) Y  - -5,510,081.150 (meters)                     COMP
 AE8159  NAD 83(2011) Z  -  3,079,664.782 (meters)                     COMP
 AE8159  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 AE8159
 AE8159  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE8159  Standards:
 AE8159         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE8159            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE8159  -------------------------------------------------------------------
 AE8159  NETWORK    1.09   2.69           0.45   0.44   1.37      0.00661941
 AE8159  -------------------------------------------------------------------
 AE8159  Click here for local accuracies and other accuracy information.
 AE8159
 AE8159.This mark is at New Smyrna Bch Muni Airport (34J)
 AE8159
 AE8159.The horizontal coordinates were established by GPS observations
 AE8159.and adjusted by the National Geodetic Survey in June 2012.
 AE8159
 AE8159.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE8159.been affixed to the stable North American tectonic plate. See 
 AE8159.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE8159
 AE8159.The horizontal coordinates are valid at the epoch date displayed above
 AE8159.which is a decimal equivalence of Year/Month/Day.
 AE8159
 AE8159.The orthometric height was determined by GPS observations and a
 AE8159.high-resolution geoid model.
 AE8159
 AE8159.GPS derived orthometric heights for airport stations designated as
 AE8159.PACS or SACS are published to 2 decimal places.  This maintains
 AE8159.centimeter relative accuracy between the PACS and SACS.  It does
 AE8159.not indicate centimeter accuracy relative to other marks which are
 AE8159.part of the published vertical control network.
 AE8159
 AE8159.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE8159.GEOID18 height accuracy estimate available here.
 AE8159
 AE8159.Click photographs - Photos may exist for this station.
 AE8159
 AE8159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE8159
 AE8159.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE8159
 AE8159.The ellipsoidal height was determined by GPS observations
 AE8159.and is referenced to NAD 83.
 AE8159
 AE8159. The following values were computed from the NAD 83(2011) position.
 AE8159
 AE8159;                    North         East     Units Scale Factor Converg.
 AE8159;SPC FL E     -   523,637.209   205,315.037   MT  0.99994152   +0 01 35.4
 AE8159;SPC FL E     - 1,717,966.41    673,604.42   sFT  0.99994152   +0 01 35.4
 AE8159;UTM  17      - 3,214,590.527   505,313.223   MT  0.99960035   +0 01 35.4
 AE8159
 AE8159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE8159!SPC FL E     -   1.00000413  x   0.99994152  =   0.99994565
 AE8159!UTM  17      -   1.00000413  x   0.99960035  =   0.99960448
 AE8159
 AE8159:                Primary Azimuth Mark                     Grid Az
 AE8159:SPC FL E     -  SMYRNAPORT                               173 57 49.3
 AE8159:UTM  17      -  SMYRNAPORT                               173 57 49.3
 AE8159
 AE8159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0531314590(NAD 83)
 AE8159
 AE8159|---------------------------------------------------------------------|
 AE8159| PID    Reference Object                     Distance      Geod. Az  |
 AE8159|                                                           dddmmss.s |
 AE8159| AQ2651 SMYRNAPORT                          APPROX. 0.6 KM 1735924.7 |
 AE8159|---------------------------------------------------------------------|
 AE8159
 AE8159                          SUPERSEDED SURVEY CONTROL
 AE8159
 AE8159  NAD 83(2007)-  29 03 34.57574(N)    080 56 43.50577(W) AD(2002.00) 0
 AE8159  ELLIP H (02/10/07)  -26.282  (m)                       GP(2002.00)    
 AE8159  NAD 83(1999)-  29 03 34.57581(N)    080 56 43.50576(W) AD(       ) 1
 AE8159  ELLIP H (01/22/02)  -26.257  (m)                       GP(       ) 4 2
 AE8159  NAD 83(1990)-  29 03 34.57471(N)    080 56 43.50557(W) AD(       ) 1
 AE8159  ELLIP H (03/27/98)  -26.252  (m)                       GP(       ) 4 2
 AE8159
 AE8159.Superseded values are not recommended for survey control.
 AE8159
 AE8159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE8159.See file dsdata.pdf to determine how the superseded data were derived.
 AE8159
 AE8159_MARKER: DH = HORIZONTAL CONTROL DISK
 AE8159_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AE8159_SP_SET: STORM SEWER
 AE8159_STAMPING: 34J A 1996
 AE8159_MARK LOGO: NGS
 AE8159_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE8159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE8159+STABILITY: SURFACE MOTION
 AE8159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE8159+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 AE8159
 AE8159  HISTORY     - Date     Condition        Report By
 AE8159  HISTORY     - 1995     MONUMENTED       NGS
 AE8159  HISTORY     - 20251117 GOOD             GEOCAC
 AE8159
 AE8159                          STATION DESCRIPTION
 AE8159
 AE8159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AE8159'THE STATION IS LOCATED ABOUT 2.4 MI (3.9 KM) NORTH-NORTHWEST OF NEW
 AE8159'SMYRNA BEACH, AT THE NEW SMYRNA BEACH MUNICIPAL AIRPORT, IN THE GRASS
 AE8159'AREA NORTHEAST OF THE INTERSECTION OF RUNWAYS 02/20 AND 15/33.
 AE8159'OWNERSHIP--CITY OF NEW SMYRNA BEACH, 210 SAMS AVENUE, NEW SMYRNA
 AE8159'BEACH, FL 32168.  KENNETH LEE - AIRPORT MANAGER, (904) 424-2199.
 AE8159'NOTE--PERMISSION MUST BE OBTAINED BEFORE ENTERING AIRPORT.  TO REACH
 AE8159'THE STATION FROM THE INTERSECTION OF US HIGHWAY 1 (DIXIE FREEWAY) AND
 AE8159'STATE ROAD 44 BUSINESS (CANAL STREET) IN NEW SMYRNA BEACH, GO
 AE8159'NORTHWESTERLY ON US HIGHWAY 1 FOR 2.5 MI (4.0 KM) TO A PAVED ROAD LEFT
 AE8159'AND AIRPORT SIGN, TURN LEFT AND GO SOUTHWEST ON SKYLINE DRIVE FOR 0.1
 AE8159'MI (0.2 KM) TO PAVED ROAD RIGHT (AIRPORT MANAGERS OFFICE STRAIGHT
 AE8159'AHEAD) , TURN RIGHT AND GO NORTHWEST ON AREO CIRCLE FOR 0.1 TO A PAVED
 AE8159'RAMP LEFT, TURN LEFT AND GO WEST-SOUTHWEST ON THE RAMP FOR 0.1 MI (0.2
 AE8159'KM) TO A TAXIWAY, TURN RIGHT AND GO NORTH-NORTHWEST ON A PARALLEL
 AE8159'TAXIWAY FOR 0.1 MI (0.2 KM) TO A TAXIWAY LEFT, CONTINUE AHEAD AND GO
 AE8159'NORTH-NORTHWEST ON A PARRALLEL TAXIWAY FOR 0.05 MI (0.08 KM) TO A
 AE8159'TAXIWAY LEFT, CONTINUE AHEAD AND GO NORTH-NORTHWEST ON THE PARALLEL
 AE8159'TAXIWAY FOR ABOUT 125 FT (38.1 M) TO THE STATION ON THE LEFT.  THE
 AE8159'STATION IS SET INTO THE SOUTHEAST CORNER OF A 5 FT (1.5 M) BY 4 FT
 AE8159'(1.2 M) CONCRETE STORM SEWER DRAIN THAT IS FLUSH WITH THE GROUND,
 AE8159'213.8 FT (65.2 M) EAST-SOUTHEAST OF THE CENTER OF RUNWAY 02/20, 125.5
 AE8159'FT (38.3 M) NORTH-NORTHWEST OF A PARALLEL TAXIWAY CENTER, 117.0 FT
 AE8159'(35.7 M) WEST-SOUTHWEST OF A PARALLEL TAXIWAY CENTER, 5.5 FT (1.7 M)
 AE8159'SOUTH OF A WITNESS POST, 0.3 FT (9.1 CM) NORTH OF THE SOUTH EDGE OF
 AE8159'THE CONCRETE STORM SEWER DRAIN AND 0.3 FT (9.1 CM) WEST OF THE EAST
 AE8159'EDGE OF THE CONCRETE STORM SEWER DRAIN. THIS IS A SECONDARY AIRPORT
 AE8159'CONTROL STATION.  DRL.
 AE8159
 AE8159                          STATION RECOVERY (2025)
 AE8159
 AE8159'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AE8159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR0988 ***********************************************************************
 AR0988  DESIGNATION -  35
 AR0988  PID         -  AR0988
 AR0988  STATE/COUNTY-  FL/CITRUS
 AR0988  COUNTRY     -  US
 AR0988  USGS QUAD   -  DUNNELLON (2018)
 AR0988
 AR0988                         *CURRENT SURVEY CONTROL
 AR0988  ______________________________________________________________________
 AR0988* NAD 83(1986) POSITION- 29 00 26.     (N) 082 26 59.     (W)   SCALED
 AR0988* NAVD 88 ORTHO HEIGHT -    35.554 (meters)      116.65  (feet) ADJUSTED
 AR0988  ______________________________________________________________________
 AR0988  GEOID HEIGHT    -        -27.515 (meters)                     GEOID18
 AR0988  DYNAMIC HEIGHT  -         35.504 (meters)      116.48  (feet) COMP
 AR0988  MODELED GRAVITY -    979,227.2   (mgal)                       NAVD 88
 AR0988
 AR0988  VERT ORDER      -  FIRST     CLASS I
 AR0988
 AR0988.The horizontal coordinates were scaled from a map and have
 AR0988.an estimated accuracy of +/- 6 seconds.
 AR0988
 AR0988.The orthometric height was determined by differential leveling and
 AR0988.adjusted by the NATIONAL GEODETIC SURVEY
 AR0988.in June 1991.
 AR0988
 AR0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR0988.GEOID18 height accuracy estimate available here.
 AR0988
 AR0988.Click photographs - Photos may exist for this station.
 AR0988
 AR0988.The dynamic height is computed by dividing the NAVD 88
 AR0988.geopotential number by the normal gravity value computed on the
 AR0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0988.degrees latitude (g = 980.6199 gals.).
 AR0988
 AR0988.The modeled gravity was interpolated from observed gravity values.
 AR0988
 AR0988;                    North         East    Units  Estimated Accuracy
 AR0988;SPC FL W     -   517,910.      156,190.      MT  (+/- 180 meters Scaled)
 AR0988
 AR0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN587096(NAD 83)
 AR0988
 AR0988                          SUPERSEDED SURVEY CONTROL
 AR0988
 AR0988  NGVD 29 (??/??/92)   35.801  (m)          117.46   (f) ADJ UNCH    1 1
 AR0988
 AR0988.Superseded values are not recommended for survey control.
 AR0988
 AR0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0988.See file dsdata.pdf to determine how the superseded data were derived.
 AR0988
 AR0988_MARKER: DD = SURVEY DISK
 AR0988_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AR0988_STAMPING: 35 AR 8
 AR0988_MARK LOGO: CGS+SS
 AR0988_PROJECTION: PROJECTING 15 CENTIMETERS
 AR0988_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR0988
 AR0988  HISTORY     - Date     Condition        Report By
 AR0988  HISTORY     - 1934     MONUMENTED       FLGS
 AR0988  HISTORY     - 1966     GOOD             CGS
 AR0988  HISTORY     - 19910123 GOOD             USPSQD
 AR0988
 AR0988                          STATION DESCRIPTION
 AR0988
 AR0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AR0988'3.4 MI SE FROM DUNNELLON.
 AR0988'3.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 AR0988'AT DUNNELLON, BETWEEN THE HIGHWAY AND THE ATLANTIC COAST LINE
 AR0988'RAILROAD, 132 FEET NORTHEAST OF THE NORTHEAST RAIL, 45.0 FEET
 AR0988'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 46 FEET
 AR0988'WEST-NORTHWEST OF CABLE LINE POLE 3852, 1.0 FOOT SOUTHWEST OF
 AR0988'A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 AR0988'THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT.
 AR0988
 AR0988                          STATION RECOVERY (1991)
 AR0988
 AR0988'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AR0988'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0100 ***********************************************************************
 AS0100  DESIGNATION -  35
 AS0100  PID         -  AS0100
 AS0100  STATE/COUNTY-  FL/GULF
 AS0100  COUNTRY     -  US
 AS0100  USGS QUAD   -  CAPE SAN BLAS (2018)
 AS0100
 AS0100                         *CURRENT SURVEY CONTROL
 AS0100  ______________________________________________________________________
 AS0100* NAD 83(1986) POSITION- 29 41 15.     (N) 085 18 32.     (W)   SCALED
 AS0100* NAVD 88 ORTHO HEIGHT -     1.396 (meters)        4.58  (feet) ADJUSTED
 AS0100  ______________________________________________________________________
 AS0100  GEOID HEIGHT    -        -27.106 (meters)                     GEOID18
 AS0100  DYNAMIC HEIGHT  -          1.394 (meters)        4.57  (feet) COMP
 AS0100  MODELED GRAVITY -    979,293.6   (mgal)                       NAVD 88
 AS0100
 AS0100  VERT ORDER      -  FIRST     CLASS II
 AS0100
 AS0100.The horizontal coordinates were scaled from a map and have
 AS0100.an estimated accuracy of +/- 6 seconds.
 AS0100
 AS0100.The orthometric height was determined by differential leveling and
 AS0100.adjusted by the NATIONAL GEODETIC SURVEY
 AS0100.in June 1991.
 AS0100
 AS0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0100.GEOID18 height accuracy estimate available here.
 AS0100
 AS0100.Click photographs - Photos may exist for this station.
 AS0100
 AS0100.The dynamic height is computed by dividing the NAVD 88
 AS0100.geopotential number by the normal gravity value computed on the
 AS0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0100.degrees latitude (g = 980.6199 gals.).
 AS0100
 AS0100.The modeled gravity was interpolated from observed gravity values.
 AS0100
 AS0100;                    North         East    Units  Estimated Accuracy
 AS0100;SPC FL N     -    76,490.      521,710.      MT  (+/- 180 meters Scaled)
 AS0100
 AS0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT636853(NAD 83)
 AS0100
 AS0100                          SUPERSEDED SURVEY CONTROL
 AS0100
 AS0100  NGVD 29 (??/??/92)    1.546  (m)            5.07   (f) ADJ UNCH    1 2
 AS0100
 AS0100.Superseded values are not recommended for survey control.
 AS0100
 AS0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0100.See file dsdata.pdf to determine how the superseded data were derived.
 AS0100
 AS0100_STAMPING: 35 1933
 AS0100_MARK LOGO: USACE
 AS0100
 AS0100  HISTORY     - Date     Condition        Report By
 AS0100  HISTORY     - 1933     MONUMENTED       USACE
 AS0100  HISTORY     - 1957     GOOD             CGS
 AS0100  HISTORY     - 1977     GOOD             NGS
 AS0100  HISTORY     - 1977     GOOD             NGS
 AS0100  HISTORY     - 1985     GOOD             USPSQD
 AS0100  HISTORY     - 1987     GOOD             USPSQD
 AS0100  HISTORY     - 1989     GOOD             USPSQD
 AS0100  HISTORY     - 1990     GOOD             USPSQD
 AS0100  HISTORY     - 19910621 GOOD             USPSQD
 AS0100  HISTORY     - 19940901 GOOD             USPSQD
 AS0100  HISTORY     - 19990420 GOOD             USPSQD
 AS0100  HISTORY     - 20170809 MARK NOT FOUND   FLDEP
 AS0100
 AS0100                          STATION DESCRIPTION
 AS0100
 AS0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 AS0100'8.7 MI S FROM PORT ST JOE.
 AS0100'ABOUT 8.7 MILES SOUTH ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF
 AS0100'STATE HIGHWAY 71 AT PORT ST. JOE, IN SECTION 23, T 9 S, R 11 W,
 AS0100'0.1 MILE NORTH OF JUNCTION OF A BLACK TOP ROAD WEST TO CAPE SAN
 AS0100'BLAS COAST GUARD STATION, IN THE TOP OF CENTER OF EAST HEAD WALL
 AS0100'OF A 2-FOOT CONCRETE CULVERT UNDER HIGHWAY, 16 1/2 FEET EAST
 AS0100'OF CENTER LINE OF HIGHWAY AND ABOUT 1/3 FOOT BELOW LEVEL OF
 AS0100'HIGHWAY.
 AS0100
 AS0100                          STATION RECOVERY (1977)
 AS0100
 AS0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AS0100'2.4 MILES SOUTH ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE AT PORT ST.
 AS0100'JOE, THENCE 6.8 MILES SOUTH ALONG COUNTY ROAD C-30, IN THE TOP OF TPE
 AS0100'CENTER OF A CONCRETE HEADWALL OA A 2 FOOT CONCRETE CULVERT, AND 17
 AS0100'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 AS0100
 AS0100                          STATION RECOVERY (1977)
 AS0100
 AS0100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AS0100'2.4 MILES SOUTH ALONG U.S. HIGHWAY 98 FROM THE POST OFFICE AT PORT ST.
 AS0100'JOE, THENCE 6.8 MILES SOUTH ALONG COUNTY ROAD C-30, IN THE TOP OF TPE
 AS0100'CENTER OF A CONCRETE HEADWALL OA A 2 FOOT CONCRETE CULVERT, AND 17
 AS0100'FEET EAST OF THE CENTER LINE OF THE HIGHWAY.
 AS0100
 AS0100                          STATION RECOVERY (1985)
 AS0100
 AS0100'RECOVERY NOTE BY US POWER SQUADRON 1985
 AS0100'RECOVERED IN GOOD CONDITION.
 AS0100
 AS0100                          STATION RECOVERY (1987)
 AS0100
 AS0100'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 AS0100'RECOVERED IN GOOD CONDITION.
 AS0100
 AS0100                          STATION RECOVERY (1989)
 AS0100
 AS0100'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 AS0100'RECOVERED IN GOOD CONDITION.
 AS0100
 AS0100                          STATION RECOVERY (1990)
 AS0100
 AS0100'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0100'RECOVERED IN GOOD CONDITION.
 AS0100
 AS0100                          STATION RECOVERY (1991)
 AS0100
 AS0100'RECOVERY NOTE BY US POWER SQUADRON 1991 (GWM)
 AS0100'RECOVERED IN GOOD CONDITION.
 AS0100
 AS0100                          STATION RECOVERY (1994)
 AS0100
 AS0100'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0100'RECOVERED IN GOOD CONDITION.
 AS0100
 AS0100                          STATION RECOVERY (1999)
 AS0100
 AS0100'RECOVERY NOTE BY US POWER SQUADRON 1999
 AS0100'RECOVERED IN GOOD CONDITION.
 AS0100
 AS0100                          STATION RECOVERY (2017)
 AS0100
 AS0100'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (MAH)
 AS0100'NOT RECOVERED.  CULVERT HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3990 ***********************************************************************
 BE3990  DESIGNATION -  35 10
 BE3990  PID         -  BE3990
 BE3990  STATE/COUNTY-  FL/JACKSON
 BE3990  COUNTRY     -  US
 BE3990  USGS QUAD   -  MALONE (2018)
 BE3990
 BE3990                         *CURRENT SURVEY CONTROL
 BE3990  ______________________________________________________________________
 BE3990* NAD 83(2011) POSITION- 30 59 46.82351(N) 085 12 39.86488(W)   NO CHECK
 BE3990* NAD 83(2011) ELLIP HT-    23.324 (meters)        (06/27/12)   NO CHECK
 BE3990* NAD 83(2011) EPOCH   -  2010.00
 BE3990* NAVD 88 ORTHO HEIGHT -    51.2   (meters)      168.    (feet) GPS OBS
 BE3990  ______________________________________________________________________
 BE3990  NAVD 88 orthometric height was determined with geoid model    GEOID90
 BE3990  GEOID HEIGHT    -        -28.410 (meters)                     GEOID90
 BE3990  GEOID HEIGHT    -        -27.873 (meters)                     GEOID18
 BE3990  NAD 83(2011) X  -    456,849.662 (meters)                     COMP
 BE3990  NAD 83(2011) Y  - -5,453,116.694 (meters)                     COMP
 BE3990  NAD 83(2011) Z  -  3,265,557.685 (meters)                     COMP
 BE3990  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 BE3990
 BE3990  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BE3990  Standards:
 BE3990         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BE3990            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BE3990  -------------------------------------------------------------------
 BE3990  NETWORK    5.90  10.58           2.58   2.22   5.40     -0.07157998
 BE3990  -------------------------------------------------------------------
 BE3990  Click here for local accuracies and other accuracy information.
 BE3990
 BE3990.The horizontal coordinates were established by GPS observations
 BE3990.and adjusted by the National Geodetic Survey in June 2012.
 BE3990
 BE3990.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BE3990.been affixed to the stable North American tectonic plate. See 
 BE3990.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BE3990
 BE3990.The horizontal coordinates are valid at the epoch date displayed above
 BE3990.which is a decimal equivalence of Year/Month/Day.
 BE3990
 BE3990.No horizontal observational check was made to the station.
 BE3990
 BE3990.The orthometric height was determined by GPS observations and a
 BE3990.high-resolution geoid model.
 BE3990
 BE3990.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3990.GEOID18 height accuracy estimate available here.
 BE3990
 BE3990.Click photographs - Photos may exist for this station.
 BE3990
 BE3990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3990
 BE3990.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE3990
 BE3990.The ellipsoidal height was determined by GPS observations
 BE3990.and is referenced to NAD 83.
 BE3990
 BE3990. The following values were computed from the NAD 83(2011) position.
 BE3990
 BE3990;                    North         East     Units Scale Factor Converg.
 BE3990;SPC FL N     -   221,511.653   532,083.696   MT  1.00005291   -0 21 26.4
 BE3990;SPC FL N     -   726,742.81  1,745,677.93   sFT  1.00005291   -0 21 26.4
 BE3990;UTM  16      - 3,430,569.748   670,801.411   MT  0.99995986   +0 55 17.4
 BE3990
 BE3990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3990!SPC FL N     -   0.99999634  x   1.00005291  =   1.00004925
 BE3990!UTM  16      -   0.99999634  x   0.99995986  =   0.99995620
 BE3990
 BE3990:                Primary Azimuth Mark                     Grid Az
 BE3990:SPC FL N     -  HOWARD                                   328 10 47.1
 BE3990:UTM  16      -  HOWARD                                   326 54 03.3
 BE3990
 BE3990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7080130569(NAD 83)
 BE3990
 BE3990|---------------------------------------------------------------------|
 BE3990| PID    Reference Object                     Distance      Geod. Az  |
 BE3990|                                                           dddmmss.s |
 BE3990| BT2091 HOWARD                              APPROX. 0.6 KM 3274920.7 |
 BE3990|---------------------------------------------------------------------|
 BE3990
 BE3990                          SUPERSEDED SURVEY CONTROL
 BE3990
 BE3990  NAD 83(2007)-  30 59 46.82438(N)    085 12 39.86564(W) AD(2002.00) 0
 BE3990  ELLIP H (02/10/07)   23.348  (m)                       GP(2002.00)    
 BE3990  ELLIP H (07/29/02)   23.343  (m)                       GP(       ) 4 1
 BE3990  NAD 83(1990)-  30 59 46.82405(N)    085 12 39.86602(W) AD(       ) 1
 BE3990  ELLIP H (12/04/92)   23.415  (m)                       GP(       ) 4 1
 BE3990  NAD 83(1990)-  30 59 46.82913(N)    085 12 39.86739(W) AD(       ) 1
 BE3990  NGVD 29 (12/04/92)   51.2    (m)  GEOID93  model used  GPS OBS        
 BE3990
 BE3990.Superseded values are not recommended for survey control.
 BE3990
 BE3990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3990.See file dsdata.pdf to determine how the superseded data were derived.
 BE3990
 BE3990_MARKER: DD = SURVEY DISK
 BE3990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3990_STAMPING: 35-10 1991
 BE3990_MARK LOGO: ALHD
 BE3990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BE3990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3990+STABILITY: SURFACE MOTION
 BE3990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3990+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BE3990
 BE3990  HISTORY     - Date     Condition        Report By
 BE3990  HISTORY     - 1991     MONUMENTED       ALHD
 BE3990  HISTORY     - 20010725 POOR             FLDT
 BE3990
 BE3990                          STATION DESCRIPTION
 BE3990
 BE3990'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BE3990'THE STATION IS LOCATED IN JACKSON COUNTY FLORIDA ON THE WEST RIGHT OF
 BE3990'WAY OF AN UNPAVED COUNTY ROAD, ABOUT 6.15 MI (9.90 KM) SOUTHEAST OF
 BE3990'COTTONWOOD AND ABOUT 12.50 MI (20.12 KM) SOUTHWEST OF GORDON.
 BE3990'TO REACH THE STATION FROM THE JUNCTION OF ALA 53 SOUTH AND THE
 BE3990'SOUTHEAST SIDE OF ROSS CLARK CIRCLE (MILE POST 18.70 ON ALA 53 AND
 BE3990'MILE POST 12.25 ON ROSS CLARK CIRCLE) IN DOTHAN, DRIVE SOUTHEAST ON
 BE3990'ALA 53 FOR 18.05 MI (29.05 KM) TO MILE POST 0.65, HOUSTON COUNTY ROAD
 BE3990'75 ON THE LEFT AND AN UNPAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON
 BE3990'THE UNPAVED COUNTY ROAD AND DRIVE SOUTHWEST FOR 0.55 MI (0.89 KM) TO
 BE3990'THE ALABAMA - FLORIDA STATE LINE, CONTINUE SOUTHWEST FOR 0.25 MI
 BE3990'(0.40 KM) TO KINS ROAD ON THE RIGHT, CONTINUE SOUTHWEST FOR 0.10 MI
 BE3990'(0.16 KM) TO THE STATION ON THE RIGHT.
 BE3990'THE STATION IS 4.6 FT (1.4 M) EAST OF A THREE STRAND ELECTRIC AND
 BE3990'BARBED WIRE FENCE ON TREATED WOOD POSTS, 17.0 FT (5.2 M) WEST OF THE
 BE3990'CENTER OF THE UNPAVED COUNTY ROAD, 98.7 FT (30.1 M) NORTH OF A POWER
 BE3990'POLE, 4.2 FT (1.3 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 BE3990'WITH THE GROUND.
 BE3990'TRIANGULATION STATION HOWARD 1938 MAY BE USED AS AN AZIMUTH FOR THIS
 BE3990'STATION.
 BE3990'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY AFTER 8 P. M.
 BE3990'MR WAYNE LOCKART
 BE3990'P. O. BOX 294
 BE3990'MALONE, FLORIDA 32445
 BE3990'PHONE 904-569-2928.
 BE3990
 BE3990                          STATION RECOVERY (2001)
 BE3990
 BE3990'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2001 (DD)
 BE3990'TOP OF MARK HAS BEEN BROKEN OFF
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6297 ***********************************************************************
 AD6297  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6297  DESIGNATION -  35 13.51
 AD6297  PID         -  AD6297
 AD6297  STATE/COUNTY-  FL/COLLIER
 AD6297  COUNTRY     -  US
 AD6297  USGS QUAD   -  BONITA SPRINGS (2018)
 AD6297
 AD6297                         *CURRENT SURVEY CONTROL
 AD6297  ______________________________________________________________________
 AD6297* NAD 83(1986) POSITION- 26 16 58.     (N) 081 48 07.     (W)   SCALED
 AD6297* NAVD 88 ORTHO HEIGHT -     3.719 (meters)       12.20  (feet) ADJUSTED
 AD6297  ______________________________________________________________________
 AD6297  GEOID HEIGHT    -        -23.789 (meters)                     GEOID18
 AD6297  DYNAMIC HEIGHT  -          3.713 (meters)       12.18  (feet) COMP
 AD6297  MODELED GRAVITY -    979,050.4   (mgal)                       NAVD 88
 AD6297
 AD6297  VERT ORDER      -  SECOND    CLASS I
 AD6297
 AD6297.The horizontal coordinates were scaled from a map and have
 AD6297.an estimated accuracy of +/- 6 seconds.
 AD6297
 AD6297.The orthometric height was determined by differential leveling and
 AD6297.adjusted by the NATIONAL GEODETIC SURVEY
 AD6297.in June 1991.
 AD6297
 AD6297.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6297.GEOID18 height accuracy estimate available here.
 AD6297
 AD6297.This Tidal Bench Mark is designated as VM 7852
 AD6297.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6297
 AD6297.Click photographs - Photos may exist for this station.
 AD6297
 AD6297.The dynamic height is computed by dividing the NAVD 88
 AD6297.geopotential number by the normal gravity value computed on the
 AD6297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6297.degrees latitude (g = 980.6199 gals.).
 AD6297
 AD6297.The modeled gravity was interpolated from observed gravity values.
 AD6297
 AD6297;                    North         East    Units  Estimated Accuracy
 AD6297;SPC FL E     -   216,190.      119,910.      MT  (+/- 180 meters Scaled)
 AD6297
 AD6297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK199072(NAD 83)
 AD6297
 AD6297                          SUPERSEDED SURVEY CONTROL
 AD6297
 AD6297  NGVD 29 (09/01/92)    4.093  (m)           13.43   (f) ADJUSTED    2 1
 AD6297
 AD6297.Superseded values are not recommended for survey control.
 AD6297
 AD6297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6297.See file dsdata.pdf to determine how the superseded data were derived.
 AD6297
 AD6297_MARKER: DD = SURVEY DISK
 AD6297_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6297_SP_SET: BRIDGE RAIL
 AD6297_STAMPING: 35 13.51
 AD6297_MARK LOGO: FLDT
 AD6297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6297
 AD6297  HISTORY     - Date     Condition        Report By
 AD6297  HISTORY     - UNK      MONUMENTED       FLDT
 AD6297  HISTORY     - 1984     GOOD             FLDNR
 AD6297  HISTORY     - 1990     GOOD             USPSQD
 AD6297  HISTORY     - 20080808 MARK NOT FOUND   FLDEP
 AD6297  HISTORY     - 20121029 MARK NOT FOUND   FL-021
 AD6297
 AD6297                          STATION DESCRIPTION
 AD6297
 AD6297'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6297'0.7 MI NORTH FROM NAPLES PARK.
 AD6297'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6297'0.7 MILE NORTH ON U.S. 41 TO THE MARK.  THE MARK IS SET IN THE TOP OF
 AD6297'THE BRIDGE RAIL AT THE SOUTHEAST CORNER OF THE SOUTHBOUND BRIDGE OVER
 AD6297'THE COCOHATCHEE RIVER, 18.3 FEET EAST OF THE CENTERLINE OF U.S. 41
 AD6297'SOUTHBOUND, AND 1.3 FEET NORTH OF THE SOUTH END OF THE RAIL.
 AD6297'THE MARK IS 3 FT ABOVE HIGHWAY.
 AD6297
 AD6297                          STATION RECOVERY (1990)
 AD6297
 AD6297'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6297'RECOVERED IN GOOD CONDITION.
 AD6297
 AD6297                          STATION RECOVERY (2008)
 AD6297
 AD6297'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6297'NOT RECOVERED. A NEW BRIDGE HAS BEEN CONSTRUCTED AT THE LOCATION OF
 AD6297'THE MARK AS DETERMINED BY THE REFERENCE DISTANCES IN THE ORIGINAL
 AD6297'DESCRIPTION.
 AD6297
 AD6297                          STATION RECOVERY (2012)
 AD6297
 AD6297'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD6297'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5011 ***********************************************************************
 DM5011  DESIGNATION -  35 35 2 2
 DM5011  PID         -  DM5011
 DM5011  STATE/COUNTY-  FL/SARASOTA
 DM5011  COUNTRY     -  US
 DM5011  USGS QUAD   -  VENICE (2018)
 DM5011
 DM5011                         *CURRENT SURVEY CONTROL
 DM5011  ______________________________________________________________________
 DM5011* NAD 83(1986) POSITION- 27 07 22.0    (N) 082 22 34.6    (W)   HD_HELD2
 DM5011* NAVD 88 ORTHO HEIGHT -     3.622 (meters)       11.88  (feet) ADJUSTED
 DM5011  ______________________________________________________________________
 DM5011  GEOID HEIGHT    -        -24.033 (meters)                     GEOID18
 DM5011  DYNAMIC HEIGHT  -          3.616 (meters)       11.86  (feet) COMP
 DM5011  MODELED GRAVITY -    979,130.4   (mgal)                       NAVD 88
 DM5011
 DM5011  VERT ORDER      -  FIRST     CLASS II
 DM5011
 DM5011.The horizontal coordinates were established by autonomous hand held GPS
 DM5011.observations and have an estimated accuracy of +/- 10 meters.
 DM5011
 DM5011.The orthometric height was determined by differential leveling and
 DM5011.adjusted by the NATIONAL GEODETIC SURVEY
 DM5011.in March 2011.
 DM5011
 DM5011.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5011.GEOID18 height accuracy estimate available here.
 DM5011
 DM5011.Click photographs - Photos may exist for this station.
 DM5011
 DM5011.The dynamic height is computed by dividing the NAVD 88
 DM5011.geopotential number by the normal gravity value computed on the
 DM5011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5011.degrees latitude (g = 980.6199 gals.).
 DM5011
 DM5011.The modeled gravity was interpolated from observed gravity values.
 DM5011
 DM5011;                    North         East    Units  Estimated Accuracy
 DM5011;SPC FL W     -   309,063.      162,695.      MT  (+/- 10 meters HH2 GPS)
 DM5011
 DM5011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6359300781(NAD 83)
 DM5011
 DM5011                          SUPERSEDED SURVEY CONTROL
 DM5011
 DM5011.No superseded survey control is available for this station.
 DM5011
 DM5011_MARKER: DD = SURVEY DISK
 DM5011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5011_STAMPING: 35 35 2 2 TWP. 39 RGE. 19 E.
 DM5011_MARK LOGO: FL-115
 DM5011_PROJECTION: RECESSED 3 CENTIMETERS
 DM5011_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5011+STABILITY: SURFACE MOTION
 DM5011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5011+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2014
 DM5011
 DM5011  HISTORY     - Date     Condition        Report By
 DM5011  HISTORY     - UNK      MONUMENTED       FL-115
 DM5011  HISTORY     - 20090301 GOOD             FLDEP
 DM5011  HISTORY     - 20140310 GOOD             FLDEP
 DM5011
 DM5011                          STATION DESCRIPTION
 DM5011
 DM5011'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM5011'THE MARK IS ABOUT 5.1 MI (8.2 KM) EAST-NORTHEAST OF VENICE, 4.8 MI
 DM5011'(7.7 KM) EAST OF LAUREL, IN SECTION 2, TOWNSHIP 39 SOUTH, RANGE 19
 DM5011'EAST.
 DM5011'
 DM5011'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 DM5011'776 IN SOUTH VENICE, GO NORTH ON U.S. HIGHWAY 41 FOR 4.25 MI (6.8 KM)
 DM5011'TO THE JUNCTION OF ALBEE FARM ROAD ON THE RIGHT, TURN RIGHT ON ALBEE
 DM5011'FARM ROAD AND GO NORTH FOR 1.35 MI (2.2 KM) TO THE INTERSECTION OF
 DM5011'EDMUNDSON ROAD, TURN RIGHT ON EDMUNDSON ROAD (BECOMING BORDER ROAD)
 DM5011'AND GO EAST FOR 3.5 MI (5.6 KM) TO THE JUNCTION OF HANCHEY BOULEVARD
 DM5011'ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DM5011'CONCRETE MONUMENT RECESSED 0.1 FT (0.0 M)  BELOW THE LEVEL OF THE
 DM5011'GROUND AND ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF BORDER ROAD.
 DM5011'
 DM5011'LOCATED 97.6 FT (29.7 M) WEST OF THE APPROXIMATE CENTERLINE OF HANCHEY
 DM5011'BOULEVARD, 26.1 FT (8.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DM5011'BORDER ROAD AND 1.4 FT (0.4 M) SOUTHWEST OF A METAL WITNESS POST.
 DM5011
 DM5011                          STATION RECOVERY (2014)
 DM5011
 DM5011'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (PBM)
 DM5011'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD2745 ***********************************************************************
 BD2745  DESIGNATION -  35 92 GPS 1
 BD2745  PID         -  BD2745
 BD2745  STATE/COUNTY-  FL/MADISON
 BD2745  COUNTRY     -  US
 BD2745  USGS QUAD   -  LEE (2018)
 BD2745
 BD2745                         *CURRENT SURVEY CONTROL
 BD2745  ______________________________________________________________________
 BD2745* NAD 83(2011) POSITION- 30 24 12.45406(N) 083 21 45.83082(W)   ADJUSTED
 BD2745* NAD 83(2011) ELLIP HT-     1.080 (meters)        (06/27/12)   ADJUSTED
 BD2745* NAD 83(2011) EPOCH   -  2010.00
 BD2745* NAVD 88 ORTHO HEIGHT -    29.1   (meters)       95.    (feet) GPS OBS
 BD2745  ______________________________________________________________________
 BD2745  NAVD 88 orthometric height was determined with geoid model    GEOID93
 BD2745  GEOID HEIGHT    -        -28.430 (meters)                     GEOID93
 BD2745  GEOID HEIGHT    -        -27.975 (meters)                     GEOID18
 BD2745  NAD 83(2011) X  -    636,373.654 (meters)                     COMP
 BD2745  NAD 83(2011) Y  - -5,468,857.721 (meters)                     COMP
 BD2745  NAD 83(2011) Z  -  3,209,028.940 (meters)                     COMP
 BD2745  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 BD2745
 BD2745  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BD2745  Standards:
 BD2745         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BD2745            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BD2745  -------------------------------------------------------------------
 BD2745  NETWORK    1.57   2.35           0.66   0.62   1.20      0.10586174
 BD2745  -------------------------------------------------------------------
 BD2745  Click here for local accuracies and other accuracy information.
 BD2745
 BD2745.The horizontal coordinates were established by GPS observations
 BD2745.and adjusted by the National Geodetic Survey in June 2012.
 BD2745
 BD2745.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BD2745.been affixed to the stable North American tectonic plate. See 
 BD2745.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BD2745
 BD2745.The horizontal coordinates are valid at the epoch date displayed above
 BD2745.which is a decimal equivalence of Year/Month/Day.
 BD2745
 BD2745.The orthometric height was determined by GPS observations and a
 BD2745.high-resolution geoid model.
 BD2745
 BD2745.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD2745.GEOID18 height accuracy estimate available here.
 BD2745
 BD2745.Click photographs - Photos may exist for this station.
 BD2745
 BD2745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD2745
 BD2745.The Laplace correction was computed from DEFLEC18 derived deflections.
 BD2745
 BD2745.The ellipsoidal height was determined by GPS observations
 BD2745.and is referenced to NAD 83.
 BD2745
 BD2745. The following values were computed from the NAD 83(2011) position.
 BD2745
 BD2745;                    North         East     Units Scale Factor Converg.
 BD2745;SPC FL N     -   156,115.856   709,277.767   MT  0.99995689   +0 34 17.4
 BD2745;SPC FL N     -   512,190.10  2,327,022.14   sFT  0.99995689   +0 34 17.4
 BD2745;UTM  17      - 3,365,862.691   273,015.908   MT  1.00023565   -1 11 46.5
 BD2745
 BD2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2745!SPC FL N     -   0.99999983  x   0.99995689  =   0.99995672
 BD2745!UTM  17      -   0.99999983  x   1.00023565  =   1.00023548
 BD2745
 BD2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP7301565862(NAD 83)
 BD2745
 BD2745                          SUPERSEDED SURVEY CONTROL
 BD2745
 BD2745  NAD 83(2007)-  30 24 12.45406(N)    083 21 45.83140(W) AD(2002.00) 0
 BD2745  ELLIP H (02/10/07)    1.101  (m)                       GP(2002.00)    
 BD2745  NAD 83(1999)-  30 24 12.45382(N)    083 21 45.83066(W) AD(       ) 1
 BD2745  ELLIP H (07/06/01)    1.064  (m)                       GP(       ) 4 2
 BD2745  NAD 83(1990)-  30 24 12.45397(N)    083 21 45.83183(W) AD(       ) 1
 BD2745  ELLIP H (02/28/94)    1.208  (m)                       GP(       ) 3 2
 BD2745
 BD2745.Superseded values are not recommended for survey control.
 BD2745
 BD2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2745.See file dsdata.pdf to determine how the superseded data were derived.
 BD2745
 BD2745_MARKER: DD = SURVEY DISK
 BD2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2745_STAMPING: 35 92 GPS 1
 BD2745_MARK LOGO: FLDT
 BD2745_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2745+STABILITY: SURFACE MOTION
 BD2745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2745+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BD2745
 BD2745  HISTORY     - Date     Condition        Report By
 BD2745  HISTORY     - 1992     MONUMENTED       FLDT
 BD2745
 BD2745                          STATION DESCRIPTION
 BD2745
 BD2745'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2745'THE STATION IS LOCATED ABOUT 5 MILES (8.0 KM) SOUTHEAST OF MADISON.
 BD2745'TO REACH THE STATION FROM THE INTERSECTION OF I-10 AND S.R. 53, ABOUT
 BD2745'6 MILES (9.7 KM) SOUTHEAST OF MADISON, GO NORTHWEST ON S.R. 53 FOR
 BD2745'ABOUT 0.6 MILE (1.0 KM) TO THE STATION, IN THE SOUTHWEST SHOULDER OF
 BD2745'S.R. 53.
 BD2745'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH
 BD2745'WITH THE GROUND, JUST WEST OF A FIRESTONE SERVICE CENTER BUILDING,
 BD2745'120.0 FEETNORTHWEST OF UTILITY POLE R 09152 A, 54.8 FEETSOUTHEAST OF
 BD2745'ANOTHER UTILITY POLE, 36.5 FEETSOUTHWEST OF THE CENTER OF THE ROAD
 BD2745'AND 15.0 FEETNORTHEAST OF A METAL WITNESS POST AT THE FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD2746 ***********************************************************************
 BD2746  DESIGNATION -  35 92 GPS 10
 BD2746  PID         -  BD2746
 BD2746  STATE/COUNTY-  FL/MADISON
 BD2746  COUNTRY     -  US
 BD2746  USGS QUAD   -  MADISON SW (2018)
 BD2746
 BD2746                         *CURRENT SURVEY CONTROL
 BD2746  ______________________________________________________________________
 BD2746* NAD 83(2011) POSITION- 30 21 46.30273(N) 083 29 19.70080(W)   ADJUSTED
 BD2746* NAD 83(2011) ELLIP HT-    16.155 (meters)        (06/27/12)   ADJUSTED
 BD2746* NAD 83(2011) EPOCH   -  2010.00
 BD2746* NAVD 88 ORTHO HEIGHT -    44.0   (meters)      144.    (feet) GPS OBS
 BD2746  ______________________________________________________________________
 BD2746  NAVD 88 orthometric height was determined with geoid model    GEOID93
 BD2746  GEOID HEIGHT    -        -28.260 (meters)                     GEOID93
 BD2746  GEOID HEIGHT    -        -27.811 (meters)                     GEOID18
 BD2746  NAD 83(2011) X  -    624,597.922 (meters)                     COMP
 BD2746  NAD 83(2011) Y  - -5,472,519.330 (meters)                     COMP
 BD2746  NAD 83(2011) Z  -  3,205,154.057 (meters)                     COMP
 BD2746  LAPLACE CORR    -         -1.64  (seconds)                    DEFLEC18
 BD2746
 BD2746  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BD2746  Standards:
 BD2746         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BD2746            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BD2746  -------------------------------------------------------------------
 BD2746  NETWORK    1.52   2.14           0.61   0.62   1.09      0.23881902
 BD2746  -------------------------------------------------------------------
 BD2746  Click here for local accuracies and other accuracy information.
 BD2746
 BD2746.The horizontal coordinates were established by GPS observations
 BD2746.and adjusted by the National Geodetic Survey in June 2012.
 BD2746
 BD2746.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BD2746.been affixed to the stable North American tectonic plate. See 
 BD2746.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BD2746
 BD2746.The horizontal coordinates are valid at the epoch date displayed above
 BD2746.which is a decimal equivalence of Year/Month/Day.
 BD2746
 BD2746.The orthometric height was determined by GPS observations and a
 BD2746.high-resolution geoid model.
 BD2746
 BD2746.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD2746.GEOID18 height accuracy estimate available here.
 BD2746
 BD2746.Click photographs - Photos may exist for this station.
 BD2746
 BD2746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD2746
 BD2746.The Laplace correction was computed from DEFLEC18 derived deflections.
 BD2746
 BD2746.The ellipsoidal height was determined by GPS observations
 BD2746.and is referenced to NAD 83.
 BD2746
 BD2746. The following values were computed from the NAD 83(2011) position.
 BD2746
 BD2746;                    North         East     Units Scale Factor Converg.
 BD2746;SPC FL N     -   151,501.489   697,203.741   MT  0.99995423   +0 30 29.3
 BD2746;SPC FL N     -   497,051.14  2,287,409.27   sFT  0.99995423   +0 30 29.3
 BD2746;UTM  17      - 3,361,621.547   260,801.472   MT  1.00030592   -1 15 31.1
 BD2746
 BD2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2746!SPC FL N     -   0.99999746  x   0.99995423  =   0.99995169
 BD2746!UTM  17      -   0.99999746  x   1.00030592  =   1.00030338
 BD2746
 BD2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP6080161621(NAD 83)
 BD2746
 BD2746                          SUPERSEDED SURVEY CONTROL
 BD2746
 BD2746  NAD 83(2007)-  30 21 46.30276(N)    083 29 19.70144(W) AD(2002.00) 0
 BD2746  ELLIP H (02/10/07)   16.178  (m)                       GP(2002.00)    
 BD2746  NAD 83(1999)-  30 21 46.30285(N)    083 29 19.70107(W) AD(       ) 1
 BD2746  ELLIP H (07/06/01)   16.154  (m)                       GP(       ) 4 2
 BD2746  NAD 83(1990)-  30 21 46.30256(N)    083 29 19.70152(W) AD(       ) 1
 BD2746  ELLIP H (02/28/94)   16.286  (m)                       GP(       ) 3 2
 BD2746
 BD2746.Superseded values are not recommended for survey control.
 BD2746
 BD2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2746.See file dsdata.pdf to determine how the superseded data were derived.
 BD2746
 BD2746_MARKER: DD = SURVEY DISK
 BD2746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2746_STAMPING: 35 92 GPS 10
 BD2746_MARK LOGO: FLDT
 BD2746_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2746+STABILITY: SURFACE MOTION
 BD2746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2746+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BD2746
 BD2746  HISTORY     - Date     Condition        Report By
 BD2746  HISTORY     - 1992     MONUMENTED       FLDT
 BD2746
 BD2746                          STATION DESCRIPTION
 BD2746
 BD2746'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2746'THE STATION IS LOCATED ABOUT 8.5 MILES (13.7 KM) SOUTHWEST OF MADISON,
 BD2746'ABOUT 19 MILES (30.6 KM) NORTH NORTHEAST OF PERRY.
 BD2746'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE ROUTE 10 AND
 BD2746'S.R. 14, AT MADISON, GO SOUTH ON S.R. 14 FOR ABOUT 5.0 MILES
 BD2746'(8.0 KM) TO THE INTERSECTION OF C.R. 360, GO WEST ON C.R. 360 FOR
 BD2746'ABOUT 0.25 MILE (0.40 KM) TO THE STATION, IN THE NORTH SHOULDER OF
 BD2746'THE ROAD, AT THE TOP OF A HILL.
 BD2746'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 6 INCHES
 BD2746'BELOW THE GROUND, 124.0 FEETWEST OF A UTILITY POLE, 46.0 FEETNORTH OF
 BD2746'THE CENTER OF C.R. 360 AND 5.0 FEETSOUTH OF THE FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD2747 ***********************************************************************
 BD2747  DESIGNATION -  35 92 GPS 2
 BD2747  PID         -  BD2747
 BD2747  STATE/COUNTY-  FL/MADISON
 BD2747  COUNTRY     -  US
 BD2747  USGS QUAD   -  MADISON (2018)
 BD2747
 BD2747                         *CURRENT SURVEY CONTROL
 BD2747  ______________________________________________________________________
 BD2747* NAD 83(2011) POSITION- 30 27 09.64953(N) 083 24 28.14335(W)   ADJUSTED
 BD2747* NAD 83(2011) ELLIP HT-    15.024 (meters)        (06/27/12)   ADJUSTED
 BD2747* NAD 83(2011) EPOCH   -  2010.00
 BD2747* NAVD 88 ORTHO HEIGHT -    43.0   (meters)      141.    (feet) GPS OBS
 BD2747  ______________________________________________________________________
 BD2747  NAVD 88 orthometric height was determined with geoid model    GEOID93
 BD2747  GEOID HEIGHT    -        -28.400 (meters)                     GEOID93
 BD2747  GEOID HEIGHT    -        -27.949 (meters)                     GEOID18
 BD2747  NAD 83(2011) X  -    631,754.061 (meters)                     COMP
 BD2747  NAD 83(2011) Y  - -5,466,623.471 (meters)                     COMP
 BD2747  NAD 83(2011) Z  -  3,213,741.065 (meters)                     COMP
 BD2747  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 BD2747
 BD2747  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BD2747  Standards:
 BD2747         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BD2747            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BD2747  -------------------------------------------------------------------
 BD2747  NETWORK    1.40   2.04           0.57   0.57   1.04      0.14280738
 BD2747  -------------------------------------------------------------------
 BD2747  Click here for local accuracies and other accuracy information.
 BD2747
 BD2747.The horizontal coordinates were established by GPS observations
 BD2747.and adjusted by the National Geodetic Survey in June 2012.
 BD2747
 BD2747.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BD2747.been affixed to the stable North American tectonic plate. See 
 BD2747.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BD2747
 BD2747.The horizontal coordinates are valid at the epoch date displayed above
 BD2747.which is a decimal equivalence of Year/Month/Day.
 BD2747
 BD2747.The orthometric height was determined by GPS observations and a
 BD2747.high-resolution geoid model.
 BD2747
 BD2747.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD2747.GEOID18 height accuracy estimate available here.
 BD2747
 BD2747.Click photographs - Photos may exist for this station.
 BD2747
 BD2747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD2747
 BD2747.The Laplace correction was computed from DEFLEC18 derived deflections.
 BD2747
 BD2747.The ellipsoidal height was determined by GPS observations
 BD2747.and is referenced to NAD 83.
 BD2747
 BD2747. The following values were computed from the NAD 83(2011) position.
 BD2747
 BD2747;                    North         East     Units Scale Factor Converg.
 BD2747;SPC FL N     -   161,529.645   704,893.339   MT  0.99996079   +0 32 55.9
 BD2747;SPC FL N     -   529,951.84  2,312,637.56   sFT  0.99996079   +0 32 55.9
 BD2747;UTM  17      - 3,371,410.830   268,799.452   MT  1.00025948   -1 13 15.2
 BD2747
 BD2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2747!SPC FL N     -   0.99999764  x   0.99996079  =   0.99995843
 BD2747!UTM  17      -   0.99999764  x   1.00025948  =   1.00025712
 BD2747
 BD2747:                Primary Azimuth Mark                     Grid Az
 BD2747:SPC FL N     -  35 92 GPS 3                              344 11 46.4
 BD2747:UTM  17      -  35 92 GPS 3                              345 57 57.5
 BD2747
 BD2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP6879971410(NAD 83)
 BD2747
 BD2747|---------------------------------------------------------------------|
 BD2747| PID    Reference Object                     Distance      Geod. Az  |
 BD2747|                                                           dddmmss.s |
 BD2747| BD2748 35 92 GPS 3                         APPROX. 0.6 KM 3444442.3 |
 BD2747|---------------------------------------------------------------------|
 BD2747
 BD2747                          SUPERSEDED SURVEY CONTROL
 BD2747
 BD2747  NAD 83(2007)-  30 27 09.64953(N)    083 24 28.14394(W) AD(2002.00) 0
 BD2747  ELLIP H (02/10/07)   15.045  (m)                       GP(2002.00)    
 BD2747  NAD 83(1999)-  30 27 09.64930(N)    083 24 28.14322(W) AD(       ) 1
 BD2747  ELLIP H (07/06/01)   15.003  (m)                       GP(       ) 4 2
 BD2747  NAD 83(1990)-  30 27 09.64942(N)    083 24 28.14432(W) AD(       ) 1
 BD2747  ELLIP H (02/28/94)   15.153  (m)                       GP(       ) 3 2
 BD2747
 BD2747.Superseded values are not recommended for survey control.
 BD2747
 BD2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2747.See file dsdata.pdf to determine how the superseded data were derived.
 BD2747
 BD2747_MARKER: DD = SURVEY DISK
 BD2747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2747_STAMPING: 35 92 GPS 2
 BD2747_MARK LOGO: FLDT
 BD2747_PROJECTION: FLUSH
 BD2747_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2747+STABILITY: SURFACE MOTION
 BD2747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2747+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BD2747
 BD2747  HISTORY     - Date     Condition        Report By
 BD2747  HISTORY     - 1992     MONUMENTED       FLDT
 BD2747  HISTORY     - 20240801 GOOD             FLDT
 BD2747
 BD2747                          STATION DESCRIPTION
 BD2747
 BD2747'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2747'THE STATION IS LOCATED ABOUT 1 MILE (1.6 KM) SOUTH OF MADISON.
 BD2747'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 53 AND U.S. 90, AT
 BD2747'MADISON, GO SOUTH ON S.R. 53 FOR ABOUT 1.1 MILES (1.8 KM) TO THE
 BD2747'INTERSECTION OF JESSE HUGHEY DRIVE AND THE STATION.
 BD2747'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH
 BD2747'WITH THE GROUND, 98.0 FEETNORTHWEST OF THE CENTER OF THE DRIVE, 60.0
 BD2747'FEETNORTHEAST OF A GUY POLE 504919, 47.0 FEETSOUTHWEST OF THE CENTER
 BD2747'OF THE ROAD AND 44.0 FEETNORTHWEST THE NORTHEASTERNMOST POST FOR A
 BD2747'WINN DIXIE SIGN.
 BD2747
 BD2747                          STATION RECOVERY (2024)
 BD2747
 BD2747'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2024 (MH)
 BD2747'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD2748 ***********************************************************************
 BD2748  DESIGNATION -  35 92 GPS 3
 BD2748  PID         -  BD2748
 BD2748  STATE/COUNTY-  FL/MADISON
 BD2748  COUNTRY     -  US
 BD2748  USGS QUAD   -  MADISON (2018)
 BD2748
 BD2748                         *CURRENT SURVEY CONTROL
 BD2748  ______________________________________________________________________
 BD2748* NAD 83(2011) POSITION- 30 27 27.48779(N) 083 24 33.75896(W)   ADJUSTED
 BD2748* NAD 83(2011) ELLIP HT-    19.627 (meters)        (06/27/12)   ADJUSTED
 BD2748* NAD 83(2011) EPOCH   -  2010.00
 BD2748* NAVD 88 ORTHO HEIGHT -    47.57  (meters)      156.1   (feet) LEVELING
 BD2748  ______________________________________________________________________
 BD2748  GEOID HEIGHT    -        -27.948 (meters)                     GEOID18
 BD2748  NAD 83(2011) X  -    631,573.729 (meters)                     COMP
 BD2748  NAD 83(2011) Y  - -5,466,368.019 (meters)                     COMP
 BD2748  NAD 83(2011) Z  -  3,214,216.927 (meters)                     COMP
 BD2748  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 BD2748  VERT ORDER      -  THIRD ?
 BD2748
 BD2748  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BD2748  Standards:
 BD2748         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BD2748            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BD2748  -------------------------------------------------------------------
 BD2748  NETWORK    1.38   2.04           0.57   0.56   1.04      0.14272977
 BD2748  -------------------------------------------------------------------
 BD2748  Click here for local accuracies and other accuracy information.
 BD2748
 BD2748.The horizontal coordinates were established by GPS observations
 BD2748.and adjusted by the National Geodetic Survey in June 2012.
 BD2748
 BD2748.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BD2748.been affixed to the stable North American tectonic plate. See 
 BD2748.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BD2748
 BD2748.The horizontal coordinates are valid at the epoch date displayed above
 BD2748.which is a decimal equivalence of Year/Month/Day.
 BD2748
 BD2748.The orthometric height was determined by differential leveling.
 BD2748.The vertical network tie was performed by a horz. field party for horz.
 BD2748.obs reductions. Reset procedures were used to establish the elevation.
 BD2748
 BD2748.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD2748.GEOID18 height accuracy estimate available here.
 BD2748
 BD2748.Click photographs - Photos may exist for this station.
 BD2748
 BD2748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD2748
 BD2748.The Laplace correction was computed from DEFLEC18 derived deflections.
 BD2748
 BD2748.The ellipsoidal height was determined by GPS observations
 BD2748.and is referenced to NAD 83.
 BD2748
 BD2748. The following values were computed from the NAD 83(2011) position.
 BD2748
 BD2748;                    North         East     Units Scale Factor Converg.
 BD2748;SPC FL N     -   162,077.484   704,738.277   MT  0.99996122   +0 32 53.0
 BD2748;SPC FL N     -   531,749.21  2,312,128.83   sFT  0.99996122   +0 32 53.0
 BD2748;UTM  17      - 3,371,963.362   268,661.342   MT  1.00026027   -1 13 18.7
 BD2748
 BD2748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2748!SPC FL N     -   0.99999692  x   0.99996122  =   0.99995814
 BD2748!UTM  17      -   0.99999692  x   1.00026027  =   1.00025719
 BD2748
 BD2748:                Primary Azimuth Mark                     Grid Az
 BD2748:SPC FL N     -  35 92 GPS 2                              164 11 46.5
 BD2748:UTM  17      -  35 92 GPS 2                              165 57 58.2
 BD2748
 BD2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP6866171963(NAD 83)
 BD2748
 BD2748|---------------------------------------------------------------------|
 BD2748| PID    Reference Object                     Distance      Geod. Az  |
 BD2748|                                                           dddmmss.s |
 BD2748| BD2747 35 92 GPS 2                         APPROX. 0.6 KM 1644439.5 |
 BD2748|---------------------------------------------------------------------|
 BD2748
 BD2748                          SUPERSEDED SURVEY CONTROL
 BD2748
 BD2748  NAD 83(2007)-  30 27 27.48779(N)    083 24 33.75955(W) AD(2002.00) 0
 BD2748  ELLIP H (02/10/07)   19.648  (m)                       GP(2002.00)    
 BD2748  NAD 83(1999)-  30 27 27.48755(N)    083 24 33.75883(W) AD(       ) 1
 BD2748  ELLIP H (07/06/01)   19.605  (m)                       GP(       ) 4 2
 BD2748  NAD 83(1990)-  30 27 27.48768(N)    083 24 33.75993(W) AD(       ) 1
 BD2748  ELLIP H (02/28/94)   19.756  (m)                       GP(       ) 3 2
 BD2748
 BD2748.Superseded values are not recommended for survey control.
 BD2748
 BD2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2748.See file dsdata.pdf to determine how the superseded data were derived.
 BD2748
 BD2748_MARKER: DD = SURVEY DISK
 BD2748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BD2748_SP_SET: CONCRETE DROP INLET
 BD2748_STAMPING: 35 92 GPS 3
 BD2748_MARK LOGO: FLDT
 BD2748_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD2748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2748+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BD2748
 BD2748  HISTORY     - Date     Condition        Report By
 BD2748  HISTORY     - 1992     MONUMENTED       FLDT
 BD2748
 BD2748                          STATION DESCRIPTION
 BD2748
 BD2748'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2748'THE STATION IS LOCATED ABOUT 1 MILES (1.6 KM) SOUTH OF MADISON.
 BD2748'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 53 AND U.S. 90, AT
 BD2748'MADISON, GO SOUTH ON S.R. 53 FOR ABOUT 0.8 MILE (1.3 KM) TO THE
 BD2748'BRIDGE OVER THE RAILROAD AND THE STATION.
 BD2748'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE DROP
 BD2748'INLET, 36.5 FEETSOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE
 BD2748'ABUTMENT, 17.5 FEETWEST OF THE CENTER OF THE ROAD AND 4.5 FEETWEST OF
 BD2748'A METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD2749 ***********************************************************************
 BD2749  DESIGNATION -  35 92 GPS 4
 BD2749  PID         -  BD2749
 BD2749  STATE/COUNTY-  FL/MADISON
 BD2749  COUNTRY     -  US
 BD2749  USGS QUAD   -  CHERRY LAKE (2018)
 BD2749
 BD2749                         *CURRENT SURVEY CONTROL
 BD2749  ______________________________________________________________________
 BD2749* NAD 83(2011) POSITION- 30 31 12.27759(N) 083 25 21.07823(W)   ADJUSTED
 BD2749* NAD 83(2011) ELLIP HT-    11.507 (meters)        (06/27/12)   ADJUSTED
 BD2749* NAD 83(2011) EPOCH   -  2010.00
 BD2749* NAVD 88 ORTHO HEIGHT -    39.5   (meters)      130.    (feet) GPS OBS
 BD2749  ______________________________________________________________________
 BD2749  NAVD 88 orthometric height was determined with geoid model    GEOID93
 BD2749  GEOID HEIGHT    -        -28.410 (meters)                     GEOID93
 BD2749  GEOID HEIGHT    -        -27.958 (meters)                     GEOID18
 BD2749  NAD 83(2011) X  -    629,916.560 (meters)                     COMP
 BD2749  NAD 83(2011) Y  - -5,463,016.739 (meters)                     COMP
 BD2749  NAD 83(2011) Z  -  3,220,177.980 (meters)                     COMP
 BD2749  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 BD2749
 BD2749  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BD2749  Standards:
 BD2749         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BD2749            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BD2749  -------------------------------------------------------------------
 BD2749  NETWORK    1.56   2.25           0.64   0.63   1.15      0.15142385
 BD2749  -------------------------------------------------------------------
 BD2749  Click here for local accuracies and other accuracy information.
 BD2749
 BD2749.The horizontal coordinates were established by GPS observations
 BD2749.and adjusted by the National Geodetic Survey in June 2012.
 BD2749
 BD2749.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BD2749.been affixed to the stable North American tectonic plate. See 
 BD2749.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BD2749
 BD2749.The horizontal coordinates are valid at the epoch date displayed above
 BD2749.which is a decimal equivalence of Year/Month/Day.
 BD2749
 BD2749.The orthometric height was determined by GPS observations and a
 BD2749.high-resolution geoid model.
 BD2749
 BD2749.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD2749.GEOID18 height accuracy estimate available here.
 BD2749
 BD2749.Click photographs - Photos may exist for this station.
 BD2749
 BD2749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD2749
 BD2749.The Laplace correction was computed from DEFLEC18 derived deflections.
 BD2749
 BD2749.The ellipsoidal height was determined by GPS observations
 BD2749.and is referenced to NAD 83.
 BD2749
 BD2749. The following values were computed from the NAD 83(2011) position.
 BD2749
 BD2749;                    North         East     Units Scale Factor Converg.
 BD2749;SPC FL N     -   168,987.247   703,410.589   MT  0.99996732   +0 32 29.3
 BD2749;SPC FL N     -   554,418.99  2,307,772.91   sFT  0.99996732   +0 32 29.3
 BD2749;UTM  17      - 3,378,912.938   267,547.512   MT  1.00026663   -1 13 50.9
 BD2749
 BD2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2749!SPC FL N     -   0.99999819  x   0.99996732  =   0.99996551
 BD2749!UTM  17      -   0.99999819  x   1.00026663  =   1.00026482
 BD2749
 BD2749:                Primary Azimuth Mark                     Grid Az
 BD2749:SPC FL N     -  35 92 GPS 5                              358 11 50.8
 BD2749:UTM  17      -  35 92 GPS 5                              359 58 11.0
 BD2749
 BD2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP6754778912(NAD 83)
 BD2749
 BD2749|---------------------------------------------------------------------|
 BD2749| PID    Reference Object                     Distance      Geod. Az  |
 BD2749|                                                           dddmmss.s |
 BD2749| BD2750 35 92 GPS 5                         APPROX. 0.6 KM 3584420.1 |
 BD2749|---------------------------------------------------------------------|
 BD2749
 BD2749                          SUPERSEDED SURVEY CONTROL
 BD2749
 BD2749  NAD 83(2007)-  30 31 12.27759(N)    083 25 21.07881(W) AD(2002.00) 0
 BD2749  ELLIP H (02/10/07)   11.527  (m)                       GP(2002.00)    
 BD2749  NAD 83(1999)-  30 31 12.27731(N)    083 25 21.07803(W) AD(       ) 1
 BD2749  ELLIP H (07/06/01)   11.482  (m)                       GP(       ) 4 2
 BD2749  NAD 83(1990)-  30 31 12.27751(N)    083 25 21.07923(W) AD(       ) 1
 BD2749  ELLIP H (02/28/94)   11.637  (m)                       GP(       ) 3 2
 BD2749
 BD2749.Superseded values are not recommended for survey control.
 BD2749
 BD2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2749.See file dsdata.pdf to determine how the superseded data were derived.
 BD2749
 BD2749_MARKER: DD = SURVEY DISK
 BD2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2749_STAMPING: 35 92 GPS 4
 BD2749_MARK LOGO: FLDT
 BD2749_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2749+STABILITY: SURFACE MOTION
 BD2749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2749+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BD2749
 BD2749  HISTORY     - Date     Condition        Report By
 BD2749  HISTORY     - 1992     MONUMENTED       FLDT
 BD2749
 BD2749                          STATION DESCRIPTION
 BD2749
 BD2749'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2749'THE STATION IS LOCATED ABOUT 4 MILES (6.4 KM) NORTH OF MADISON.
 BD2749'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 53 AND U.S. 90, AT
 BD2749'MADISON, GO NORTH ON S.R. 53 FOR ABOUT 3.5 MILES (5.6 KM) TO THE
 BD2749'STATION.
 BD2749'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS FLUSH
 BD2749'WITH THE GROUND, 92.0 FEETNORTH OF UTILITY POLE 5-14081, 73.5 FEET
 BD2749'(22.4 M) SOUTH OF ANOTHER UTILITY POLE, 22.0 FEETEAST OF THE CENTER
 BD2749'OF S.R. 53 AND 17.5 FEETWEST OF A METAL WITNESS POST AT THE
 BD2749'FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD2750 ***********************************************************************
 BD2750  DESIGNATION -  35 92 GPS 5
 BD2750  PID         -  BD2750
 BD2750  STATE/COUNTY-  FL/MADISON
 BD2750  COUNTRY     -  US
 BD2750  USGS QUAD   -  CHERRY LAKE (2018)
 BD2750
 BD2750                         *CURRENT SURVEY CONTROL
 BD2750  ______________________________________________________________________
 BD2750* NAD 83(2011) POSITION- 30 31 31.29952(N) 083 25 21.56192(W)   ADJUSTED
 BD2750* NAD 83(2011) ELLIP HT-    21.347 (meters)        (06/27/12)   ADJUSTED
 BD2750* NAD 83(2011) EPOCH   -  2010.00
 BD2750* NAVD 88 ORTHO HEIGHT -    49.3   (meters)      162.    (feet) GPS OBS
 BD2750  ______________________________________________________________________
 BD2750  NAVD 88 orthometric height was determined with geoid model    GEOID93
 BD2750  GEOID HEIGHT    -        -28.410 (meters)                     GEOID93
 BD2750  GEOID HEIGHT    -        -27.960 (meters)                     GEOID18
 BD2750  NAD 83(2011) X  -    629,870.643 (meters)                     COMP
 BD2750  NAD 83(2011) Y  - -5,462,731.090 (meters)                     COMP
 BD2750  NAD 83(2011) Z  -  3,220,687.583 (meters)                     COMP
 BD2750  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 BD2750
 BD2750  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BD2750  Standards:
 BD2750         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BD2750            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BD2750  -------------------------------------------------------------------
 BD2750  NETWORK    1.57   2.25           0.65   0.63   1.15      0.15059005
 BD2750  -------------------------------------------------------------------
 BD2750  Click here for local accuracies and other accuracy information.
 BD2750
 BD2750.The horizontal coordinates were established by GPS observations
 BD2750.and adjusted by the National Geodetic Survey in June 2012.
 BD2750
 BD2750.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BD2750.been affixed to the stable North American tectonic plate. See 
 BD2750.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BD2750
 BD2750.The horizontal coordinates are valid at the epoch date displayed above
 BD2750.which is a decimal equivalence of Year/Month/Day.
 BD2750
 BD2750.The orthometric height was determined by GPS observations and a
 BD2750.high-resolution geoid model.
 BD2750
 BD2750.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD2750.GEOID18 height accuracy estimate available here.
 BD2750
 BD2750.Click photographs - Photos may exist for this station.
 BD2750
 BD2750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD2750
 BD2750.The Laplace correction was computed from DEFLEC18 derived deflections.
 BD2750
 BD2750.The ellipsoidal height was determined by GPS observations
 BD2750.and is referenced to NAD 83.
 BD2750
 BD2750. The following values were computed from the NAD 83(2011) position.
 BD2750
 BD2750;                    North         East     Units Scale Factor Converg.
 BD2750;SPC FL N     -   169,572.857   703,392.160   MT  0.99996789   +0 32 29.0
 BD2750;SPC FL N     -   556,340.28  2,307,712.44   sFT  0.99996789   +0 32 29.0
 BD2750;UTM  17      - 3,379,499.012   267,547.203   MT  1.00026664   -1 13 51.8
 BD2750
 BD2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2750!SPC FL N     -   0.99999665  x   0.99996789  =   0.99996454
 BD2750!UTM  17      -   0.99999665  x   1.00026664  =   1.00026329
 BD2750
 BD2750:                Primary Azimuth Mark                     Grid Az
 BD2750:SPC FL N     -  35 92 GPS 4                              178 11 50.9
 BD2750:UTM  17      -  35 92 GPS 4                              179 58 11.7
 BD2750
 BD2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP6754779499(NAD 83)
 BD2750
 BD2750|---------------------------------------------------------------------|
 BD2750| PID    Reference Object                     Distance      Geod. Az  |
 BD2750|                                                           dddmmss.s |
 BD2750| BD2749 35 92 GPS 4                         APPROX. 0.6 KM 1784419.9 |
 BD2750|---------------------------------------------------------------------|
 BD2750
 BD2750                          SUPERSEDED SURVEY CONTROL
 BD2750
 BD2750  NAD 83(2007)-  30 31 31.29952(N)    083 25 21.56250(W) AD(2002.00) 0
 BD2750  ELLIP H (02/10/07)   21.367  (m)                       GP(2002.00)    
 BD2750  NAD 83(1999)-  30 31 31.29924(N)    083 25 21.56171(W) AD(       ) 1
 BD2750  ELLIP H (07/06/01)   21.321  (m)                       GP(       ) 4 2
 BD2750  NAD 83(1990)-  30 31 31.29944(N)    083 25 21.56292(W) AD(       ) 1
 BD2750  ELLIP H (02/28/94)   21.477  (m)                       GP(       ) 3 2
 BD2750
 BD2750.Superseded values are not recommended for survey control.
 BD2750
 BD2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2750.See file dsdata.pdf to determine how the superseded data were derived.
 BD2750
 BD2750_MARKER: DD = SURVEY DISK
 BD2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2750_STAMPING: 35 92 GPS 5
 BD2750_MARK LOGO: FLDT
 BD2750_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2750+STABILITY: SURFACE MOTION
 BD2750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2750+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BD2750
 BD2750  HISTORY     - Date     Condition        Report By
 BD2750  HISTORY     - 1992     MONUMENTED       FLDT
 BD2750
 BD2750                          STATION DESCRIPTION
 BD2750
 BD2750'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2750'THE STATION IS LOCATED ABOUT 4 MILES (6.4 KM) NORTH OF MADISON.
 BD2750'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 53 AND U.S. 90, AT
 BD2750'MADISON, GO NORTH ON S.R. 53 FOR ABOUT 3.8 MILES (6.1 KM) TO THE
 BD2750'STATION.
 BD2750'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 5 INCHES
 BD2750'BELOW THE GROUND, 106.0 FEETSOUTH OF THE CENTER OF A DIRT DRIVE, 80.0
 BD2750'FEETNORTH OF THE CENTER OF ANOTHER DIRT DRIVE, 25.0 FEETNORTHEAST OF
 BD2750'A TELEPHONE PEDESTAL, 21.0 FEETEAST OF A FENCE AND 15.8 FEETWEST OF
 BD2750'THE CENTER OF S.R. 53.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD2751 ***********************************************************************
 BD2751  DESIGNATION -  35 92 GPS 6
 BD2751  PID         -  BD2751
 BD2751  STATE/COUNTY-  FL/MADISON
 BD2751  COUNTRY     -  US
 BD2751  USGS QUAD   -  PINETTA (2018)
 BD2751
 BD2751                         *CURRENT SURVEY CONTROL
 BD2751  ______________________________________________________________________
 BD2751* NAD 83(2011) POSITION- 30 36 55.86577(N) 083 19 56.07893(W)   ADJUSTED
 BD2751* NAD 83(2011) ELLIP HT-     7.961 (meters)        (06/27/12)   ADJUSTED
 BD2751* NAD 83(2011) EPOCH   -  2010.00
 BD2751* NAVD 88 ORTHO HEIGHT -    36.0   (meters)      118.    (feet) GPS OBS
 BD2751  ______________________________________________________________________
 BD2751  NAVD 88 orthometric height was determined with geoid model    GEOID93
 BD2751  GEOID HEIGHT    -        -28.470 (meters)                     GEOID93
 BD2751  GEOID HEIGHT    -        -28.030 (meters)                     GEOID18
 BD2751  NAD 83(2011) X  -    637,898.381 (meters)                     COMP
 BD2751  NAD 83(2011) Y  - -5,456,669.843 (meters)                     COMP
 BD2751  NAD 83(2011) Z  -  3,229,286.558 (meters)                     COMP
 BD2751  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 BD2751
 BD2751  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BD2751  Standards:
 BD2751         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BD2751            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BD2751  -------------------------------------------------------------------
 BD2751  NETWORK    2.34   3.37           0.97   0.94   1.72      0.12164909
 BD2751  -------------------------------------------------------------------
 BD2751  Click here for local accuracies and other accuracy information.
 BD2751
 BD2751.The horizontal coordinates were established by GPS observations
 BD2751.and adjusted by the National Geodetic Survey in June 2012.
 BD2751
 BD2751.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BD2751.been affixed to the stable North American tectonic plate. See 
 BD2751.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BD2751
 BD2751.The horizontal coordinates are valid at the epoch date displayed above
 BD2751.which is a decimal equivalence of Year/Month/Day.
 BD2751
 BD2751.The orthometric height was determined by GPS observations and a
 BD2751.high-resolution geoid model.
 BD2751
 BD2751.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD2751.GEOID18 height accuracy estimate available here.
 BD2751
 BD2751.Click photographs - Photos may exist for this station.
 BD2751
 BD2751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD2751
 BD2751.The Laplace correction was computed from DEFLEC18 derived deflections.
 BD2751
 BD2751.The ellipsoidal height was determined by GPS observations
 BD2751.and is referenced to NAD 83.
 BD2751
 BD2751. The following values were computed from the NAD 83(2011) position.
 BD2751
 BD2751;                    North         East     Units Scale Factor Converg.
 BD2751;SPC FL N     -   179,652.521   711,966.292   MT  0.99997893   +0 35 12.6
 BD2751;SPC FL N     -   589,409.98  2,335,842.74   sFT  0.99997893   +0 35 12.6
 BD2751;UTM  17      - 3,389,311.078   276,431.610   MT  1.00021664   -1 11 17.7
 BD2751
 BD2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2751!SPC FL N     -   0.99999875  x   0.99997893  =   0.99997768
 BD2751!UTM  17      -   0.99999875  x   1.00021664  =   1.00021539
 BD2751
 BD2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP7643189311(NAD 83)
 BD2751
 BD2751                          SUPERSEDED SURVEY CONTROL
 BD2751
 BD2751  NAD 83(2007)-  30 36 55.86577(N)    083 19 56.07951(W) AD(2002.00) 0
 BD2751  ELLIP H (02/10/07)    7.981  (m)                       GP(2002.00)    
 BD2751  NAD 83(1999)-  30 36 55.86548(N)    083 19 56.07870(W) AD(       ) 1
 BD2751  ELLIP H (07/06/01)    7.934  (m)                       GP(       ) 4 2
 BD2751  NAD 83(1990)-  30 36 55.86568(N)    083 19 56.07995(W) AD(       ) 1
 BD2751  ELLIP H (02/28/94)    8.092  (m)                       GP(       ) 3 2
 BD2751
 BD2751.Superseded values are not recommended for survey control.
 BD2751
 BD2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2751.See file dsdata.pdf to determine how the superseded data were derived.
 BD2751
 BD2751_MARKER: DD = SURVEY DISK
 BD2751_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BD2751_SP_SET: FLDT
 BD2751_STAMPING: 35 92 GPS 6
 BD2751_MARK LOGO: FLDT
 BD2751_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD2751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2751+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2001
 BD2751
 BD2751  HISTORY     - Date     Condition        Report By
 BD2751  HISTORY     - 1992     MONUMENTED       FLDT
 BD2751  HISTORY     - 20010323 GOOD             STRSMA
 BD2751
 BD2751                          STATION DESCRIPTION
 BD2751
 BD2751'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2751'THE STATION IS LOCATED ABOUT 11 MILES (17.7 KM) NORTHEAST OF MADISON,
 BD2751'ABOUT 1.5 MILES (2.4 KM) SOUTH OF THE FLORIDA - GEORGIA STATE LINE
 BD2751'AND ABOUT 2 MILES (3.2 KM) NORTHEAST OF THE SMALL COMMUNITY OF
 BD2751'PINETTA.
 BD2751'TO REACH THE STATION FROM THE U.S. POST OFFICE, AT PINETTA, GO
 BD2751'NORTHEAST ON S.R. 145 FOR ABOUT 1.9 MILES (3.1 KM) TO THE STATION, IN
 BD2751'THE BOTTOM OF A CONCRETE DITCH.  IT IS ALSO 1.8 MILES (2.9 KM)
 BD2751'SOUTHWEST ALONG S.R. 145 FROM THE FLORIDA - GEORGIA STATE LINE.
 BD2751'THE STATION IS SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE DRAINAGE
 BD2751'DITCH, 44.0 FEETNORTHEAST OF A METAL RIGHT OF WAY POST, 36.0 FEET
 BD2751'(11.0 M) SOUTHEAST OF THE CENTER OF S.R 145, 8.0 FEETNORTHEAST OF THE
 BD2751'SOUTHWEST END OF THE CONCRETE DITCH AND 4.0 FEETNORTHWEST OF THE
 BD2751'SOUTHEAST EDGE OF THE CONCRETE DITCH.
 BD2751
 BD2751                          STATION RECOVERY (2001)
 BD2751
 BD2751'RECOVERY NOTE BY STREET SMARTS 2001 (DLC)
 BD2751'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD2752 ***********************************************************************
 BD2752  DESIGNATION -  35 92 GPS 9
 BD2752  PID         -  BD2752
 BD2752  STATE/COUNTY-  FL/MADISON
 BD2752  COUNTRY     -  US
 BD2752  USGS QUAD   -  PINETTA (2018)
 BD2752
 BD2752                         *CURRENT SURVEY CONTROL
 BD2752  ______________________________________________________________________
 BD2752* NAD 83(2011) POSITION- 30 33 33.42832(N) 083 19 03.48131(W)   ADJUSTED
 BD2752* NAD 83(2011) ELLIP HT-    11.133 (meters)        (06/27/12)   ADJUSTED
 BD2752* NAD 83(2011) EPOCH   -  2010.00
 BD2752* NAVD 88 ORTHO HEIGHT -    39.2   (meters)      129.    (feet) GPS OBS
 BD2752  ______________________________________________________________________
 BD2752  NAVD 88 orthometric height was determined with geoid model    GEOID93
 BD2752  GEOID HEIGHT    -        -28.490 (meters)                     GEOID93
 BD2752  GEOID HEIGHT    -        -28.047 (meters)                     GEOID18
 BD2752  NAD 83(2011) X  -    639,659.268 (meters)                     COMP
 BD2752  NAD 83(2011) Y  - -5,459,660.394 (meters)                     COMP
 BD2752  NAD 83(2011) Z  -  3,223,921.529 (meters)                     COMP
 BD2752  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 BD2752
 BD2752  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BD2752  Standards:
 BD2752         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BD2752            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BD2752  -------------------------------------------------------------------
 BD2752  NETWORK    1.71   2.43           0.70   0.69   1.24      0.18656944
 BD2752  -------------------------------------------------------------------
 BD2752  Click here for local accuracies and other accuracy information.
 BD2752
 BD2752.The horizontal coordinates were established by GPS observations
 BD2752.and adjusted by the National Geodetic Survey in June 2012.
 BD2752
 BD2752.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BD2752.been affixed to the stable North American tectonic plate. See 
 BD2752.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BD2752
 BD2752.The horizontal coordinates are valid at the epoch date displayed above
 BD2752.which is a decimal equivalence of Year/Month/Day.
 BD2752
 BD2752.The orthometric height was determined by GPS observations and a
 BD2752.high-resolution geoid model.
 BD2752
 BD2752.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD2752.GEOID18 height accuracy estimate available here.
 BD2752
 BD2752.Click photographs - Photos may exist for this station.
 BD2752
 BD2752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BD2752
 BD2752.The Laplace correction was computed from DEFLEC18 derived deflections.
 BD2752
 BD2752.The ellipsoidal height was determined by GPS observations
 BD2752.and is referenced to NAD 83.
 BD2752
 BD2752. The following values were computed from the NAD 83(2011) position.
 BD2752
 BD2752;                    North         East     Units Scale Factor Converg.
 BD2752;SPC FL N     -   173,433.364   713,431.761   MT  0.99997175   +0 35 39.0
 BD2752;SPC FL N     -   569,005.96  2,340,650.70   sFT  0.99997175   +0 35 39.0
 BD2752;UTM  17      - 3,383,048.045   277,704.148   MT  1.00020964   -1 10 43.8
 BD2752
 BD2752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BD2752!SPC FL N     -   0.99999825  x   0.99997175  =   0.99997000
 BD2752!UTM  17      -   0.99999825  x   1.00020964  =   1.00020789
 BD2752
 BD2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP7770483048(NAD 83)
 BD2752
 BD2752                          SUPERSEDED SURVEY CONTROL
 BD2752
 BD2752  NAD 83(2007)-  30 33 33.42831(N)    083 19 03.48189(W) AD(2002.00) 0
 BD2752  ELLIP H (02/10/07)   11.153  (m)                       GP(2002.00)    
 BD2752  NAD 83(1999)-  30 33 33.42802(N)    083 19 03.48106(W) AD(       ) 1
 BD2752  ELLIP H (07/06/01)   11.102  (m)                       GP(       ) 4 2
 BD2752  NAD 83(1990)-  30 33 33.42822(N)    083 19 03.48233(W) AD(       ) 1
 BD2752  ELLIP H (02/28/94)   11.262  (m)                       GP(       ) 3 2
 BD2752
 BD2752.Superseded values are not recommended for survey control.
 BD2752
 BD2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD2752.See file dsdata.pdf to determine how the superseded data were derived.
 BD2752
 BD2752_MARKER: DD = SURVEY DISK
 BD2752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD2752_STAMPING: 35 92 GPS 9
 BD2752_MARK LOGO: FLDT
 BD2752_MAGNETIC: N = NO MAGNETIC MATERIAL
 BD2752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD2752+STABILITY: SURFACE MOTION
 BD2752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BD2752+SATELLITE: SATELLITE OBSERVATIONS - 1992
 BD2752
 BD2752  HISTORY     - Date     Condition        Report By
 BD2752  HISTORY     - 1992     MONUMENTED       FLDT
 BD2752
 BD2752                          STATION DESCRIPTION
 BD2752
 BD2752'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 BD2752'THE STATION IS LOCATED ABOUT 8.5 MILES (13.7 KM) NORTHEAST OF MADISON,
 BD2752'ABOUT 5 MILES (8.0 KM) SOUTH OF THE FLORIDA - GEORGIA STATE LINE,
 BD2752'ABOUT 3 MILES (4.8 KM) SOUTHEAST OF THE SMALL COMMUNITY OF PINETTA.
 BD2752'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 145 AND C.R. 150,
 BD2752'AT THE POST OFFICE IN PINETTA, GO EAST ON C.R. 150 FOR ABOUT 2.2
 BD2752'MILES (3.5 KM) TO THE INTERSECTION OF C.R. 255, GO SOUTH ON C.R. 255
 BD2752'FOR ABOUT 2.0 MILES (3.2 KM) TO THE STATION, IN THE WEST SHOULDER OF
 BD2752'THE ROAD.
 BD2752'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT THAT IS 3 INCHES
 BD2752'BELOW THE GROUND, ABOUT 232.0 FEETNORTH OF THE CENTER OF A GRADED
 BD2752'DIRT ROAD, 124.0 FEETSOUTH OF A UTILITY POLE AND 17.2 FEETWEST OF THE
 BD2752'CENTER OF C.R. 255.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9880 ***********************************************************************
 AC9880  DESIGNATION -  35 CMP
 AC9880  PID         -  AC9880
 AC9880  STATE/COUNTY-  FL/MARION
 AC9880  COUNTRY     -  US
 AC9880  USGS QUAD   -  LAKE KERR (2018)
 AC9880
 AC9880                         *CURRENT SURVEY CONTROL
 AC9880  ______________________________________________________________________
 AC9880* NAD 83(1986) POSITION- 29 21 59.9    (N) 081 49 13.2    (W)   HD_HELD2
 AC9880* NAVD 88 ORTHO HEIGHT -    17.875 (meters)       58.64  (feet) ADJUSTED
 AC9880  ______________________________________________________________________
 AC9880  GEOID HEIGHT    -        -28.226 (meters)                     GEOID18
 AC9880  DYNAMIC HEIGHT  -         17.850 (meters)       58.56  (feet) COMP
 AC9880  MODELED GRAVITY -    979,261.3   (mgal)                       NAVD 88
 AC9880
 AC9880  VERT ORDER      -  SECOND    CLASS I
 AC9880
 AC9880.The horizontal coordinates were established by autonomous hand held GPS
 AC9880.observations and have an estimated accuracy of +/- 10 meters.
 AC9880
 AC9880.The orthometric height was determined by differential leveling and
 AC9880.adjusted by the NATIONAL GEODETIC SURVEY
 AC9880.in September 1997.
 AC9880
 AC9880.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9880.GEOID18 height accuracy estimate available here.
 AC9880
 AC9880.Click photographs - Photos may exist for this station.
 AC9880
 AC9880.The dynamic height is computed by dividing the NAVD 88
 AC9880.geopotential number by the normal gravity value computed on the
 AC9880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9880.degrees latitude (g = 980.6199 gals.).
 AC9880
 AC9880.The modeled gravity was interpolated from observed gravity values.
 AC9880
 AC9880;                    North         East    Units  Estimated Accuracy
 AC9880;SPC FL W     -   557,679.      217,443.      MT  (+/- 10 meters HH2 GPS)
 AC9880
 AC9880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN2038148886(NAD 83)
 AC9880
 AC9880                          SUPERSEDED SURVEY CONTROL
 AC9880
 AC9880.No superseded survey control is available for this station.
 AC9880
 AC9880_MARKER: DD = SURVEY DISK
 AC9880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC9880_STAMPING: 35 CMP 1969
 AC9880_MARK LOGO: DI
 AC9880_PROJECTION: RECESSED 5 CENTIMETERS
 AC9880_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC9880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9880+STABILITY: SURFACE MOTION
 AC9880_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9880+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2008
 AC9880
 AC9880  HISTORY     - Date     Condition        Report By
 AC9880  HISTORY     - 1969     MONUMENTED       USGS
 AC9880  HISTORY     - 19960728 GOOD             FLDEP
 AC9880  HISTORY     - 20030624 GOOD             FLDEP
 AC9880  HISTORY     - 20080530 GOOD             FLDEP
 AC9880
 AC9880                          STATION DESCRIPTION
 AC9880
 AC9880'DESCRIBED BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9880'THE MARK IS ABOUT 7.1 MI (11.4 KM) WEST OF SALT SPRINGS ON COUNTY ROAD
 AC9880'316, 9.1 MI (14.6 KM) EAST OF MC COY IN SECTION 17, TOWNSHIP 13 SOUTH,
 AC9880'RANGE 25 EAST. TO REACH THE MARK FROM THE POST OFFICE ON THE NORTH
 AC9880'SIDE OF SALT SPRINGS, AT THE JUNCTION OF COUNTY ROAD 316 AND STATE
 AC9880'ROAD 19, GO WEST THEN NORTHWEST ON COUNTY ROAD 316 FOR 6.1 MI (9.8 KM)
 AC9880'TO THE INTERSECTION OF NE 203RD STREET AND THE MARK ON THE RIGHT.  THE
 AC9880'MARK CAN ALSO BE REACHED FROM THE POST OFFICE IN FORT MC COY ON COUNTY
 AC9880'ROAD 315, GO SOUTH ON COUNTY ROAD 315 FOR 0.15 MI (0.24 KM) TO THE
 AC9880'INTERSECTION OF COUNTY ROAD 316, TURN LEFT ON COUNTY ROAD 316 AND GO
 AC9880'EAST FOR 9.1 MI (14.6 KM) TO THE INTERSECTION OF NE 203RD STREET AND
 AC9880'THE MARK ON THE LEFT, A 6-INCH SQUARE PREFABRICATED CONCRETE POST
 AC9880'RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT
 AC9880'(0.3 M) BELOW THE LEVEL OF COUNTY ROAD 316. LOCATED 25.0 FT (7.6 M)
 AC9880'EAST OF THE APPROXIMATE CENTERLINE OF NE 203RD STREET, 47.9 FT (14.6
 AC9880'M) NORTH OF THE CENTERLINE OF COUNTY ROAD 316, 1.5 FT (0.5 M) SOUTH OF
 AC9880'A POWER POLE AND 0.5 FT (15.2 CM) SOUTH OF A CARSONITE WITNESS POST.
 AC9880
 AC9880                          STATION RECOVERY (2003)
 AC9880
 AC9880'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AC9880'RECOVERED AS DESCRIBED. NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON
 AC9880'THE SOUTH SIDE OF THE MONUMENT.
 AC9880
 AC9880                          STATION RECOVERY (2008)
 AC9880
 AC9880'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (MLS)
 AC9880'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0981 ***********************************************************************
 DI0981  DESIGNATION -  35 ES TT
 DI0981  PID         -  DI0981
 DI0981  STATE/COUNTY-  FL/SUMTER
 DI0981  COUNTRY     -  US
 DI0981  USGS QUAD   -  MASCOTTE (2018)
 DI0981
 DI0981                         *CURRENT SURVEY CONTROL
 DI0981  ______________________________________________________________________
 DI0981* NAD 83(1986) POSITION- 28 33 26.10   (N) 081 58 03.71   (W)   HD_HELD1
 DI0981* NAVD 88 ORTHO HEIGHT -    28.976 (meters)       95.07  (feet) ADJUSTED
 DI0981  ______________________________________________________________________
 DI0981  GEOID HEIGHT    -        -26.927 (meters)                     GEOID18
 DI0981  DYNAMIC HEIGHT  -         28.935 (meters)       94.93  (feet) COMP
 DI0981  MODELED GRAVITY -    979,210.1   (mgal)                       NAVD 88
 DI0981
 DI0981  VERT ORDER      -  SECOND    CLASS I
 DI0981
 DI0981.The horizontal coordinates were determined by differentially corrected
 DI0981.hand held GPS observations or other comparable positioning techniques
 DI0981.and have an estimated accuracy of +/- 3 meters.
 DI0981
 DI0981.The orthometric height was determined by differential leveling and
 DI0981.adjusted by the NATIONAL GEODETIC SURVEY
 DI0981.in September 2007.
 DI0981
 DI0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0981.GEOID18 height accuracy estimate available here.
 DI0981
 DI0981.Click photographs - Photos may exist for this station.
 DI0981
 DI0981.The dynamic height is computed by dividing the NAVD 88
 DI0981.geopotential number by the normal gravity value computed on the
 DI0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0981.degrees latitude (g = 980.6199 gals.).
 DI0981
 DI0981.The modeled gravity was interpolated from observed gravity values.
 DI0981
 DI0981;                    North         East    Units  Estimated Accuracy
 DI0981;SPC FL W     -   467,962.4     203,160.7     MT  (+/- 3 meters HH1 GPS) 
 DI0981
 DI0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0534559316(NAD 83)
 DI0981
 DI0981                          SUPERSEDED SURVEY CONTROL
 DI0981
 DI0981.No superseded survey control is available for this station.
 DI0981
 DI0981_MARKER: DB = BENCH MARK DISK
 DI0981_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI0981_STAMPING: 35 ES TT 1955
 DI0981_MARK LOGO: USGS
 DI0981_PROJECTION: FLUSH
 DI0981_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0981_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0981+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2008
 DI0981
 DI0981  HISTORY     - Date     Condition        Report By
 DI0981  HISTORY     - 1955     MONUMENTED       USGS
 DI0981  HISTORY     - 20040306 GOOD             FLDEP
 DI0981  HISTORY     - 20080406 GOOD             FLDEP
 DI0981
 DI0981                          STATION DESCRIPTION
 DI0981
 DI0981'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BPJ)
 DI0981'THE MARK IS ABOUT 5.1 MI WEST-SOUTHWEST OF MASCOTTE, IN SECTION 24,
 DI0981'TOWNSHIP 22 SOUTH,  RANGE 23 EAST.
 DI0981'
 DI0981'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 50 AND COUNTY ROAD
 DI0981'33 NORTH IN  MASCOTTE, GO WEST ON STATE ROAD 50 FOR 5.4 MI TO THE
 DI0981'JUNCTION OF SOUTHEAST 121ST AVENUE  ON THE LEFT, TURN LEFT ON
 DI0981'SOUTHEAST 121ST AVENUE AND GO SOUTHWEST FOR 0.2 MI TO THE
 DI0981'INTERSECTION OF VAN FLEET TRAIL, TURN LEFT ON VAN FLEET TRAIL AND GO
 DI0981'SOUTHEAST FOR 1.55  MI TO THE MARK ON THE RIGHT, SET IN THE TOP OF A
 DI0981'6-INCH SQUARE CONCRETE POST FLUSH WITH  THE GROUND AND ABOUT 1.0 FT
 DI0981'BELOW THE LEVEL OF VAN FLEET TRAIL.
 DI0981'
 DI0981'LOCATED 45.1 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF VAN
 DI0981'FLEET TRAIL, 28.1 FT  WEST-SOUTHWEST OF A CARSONITE WITNESS POST AND
 DI0981'13.2 FT EAST-NORTHEAST OF A BARB WIRE  FENCE.
 DI0981
 DI0981                          STATION RECOVERY (2008)
 DI0981
 DI0981'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 DI0981'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0123 ***********************************************************************
 AK0123  DESIGNATION -  35 WSM
 AK0123  PID         -  AK0123
 AK0123  STATE/COUNTY-  FL/VOLUSIA
 AK0123  COUNTRY     -  US
 AK0123  USGS QUAD   -  LAKE HELEN (2018)
 AK0123
 AK0123                         *CURRENT SURVEY CONTROL
 AK0123  ______________________________________________________________________
 AK0123* NAD 83(1986) POSITION- 28 58 50.     (N) 081 13 53.     (W)   SCALED
 AK0123* NAVD 88 ORTHO HEIGHT -    18.919 (meters)       62.07  (feet) ADJUSTED
 AK0123  ______________________________________________________________________
 AK0123  GEOID HEIGHT    -        -28.003 (meters)                     GEOID18
 AK0123  DYNAMIC HEIGHT  -         18.893 (meters)       61.98  (feet) COMP
 AK0123  MODELED GRAVITY -    979,257.9   (mgal)                       NAVD 88
 AK0123
 AK0123  VERT ORDER      -  FIRST     CLASS II
 AK0123
 AK0123.The horizontal coordinates were scaled from a map and have
 AK0123.an estimated accuracy of +/- 6 seconds.
 AK0123
 AK0123.The orthometric height was determined by differential leveling and
 AK0123.adjusted by the NATIONAL GEODETIC SURVEY
 AK0123.in June 1991.
 AK0123
 AK0123.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0123.GEOID18 height accuracy estimate available here.
 AK0123
 AK0123.Click photographs - Photos may exist for this station.
 AK0123
 AK0123.The dynamic height is computed by dividing the NAVD 88
 AK0123.geopotential number by the normal gravity value computed on the
 AK0123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0123.degrees latitude (g = 980.6199 gals.).
 AK0123
 AK0123.The modeled gravity was interpolated from observed gravity values.
 AK0123
 AK0123;                    North         East    Units  Estimated Accuracy
 AK0123;SPC FL E     -   514,900.      177,450.      MT  (+/- 180 meters Scaled)
 AK0123
 AK0123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN774058(NAD 83)
 AK0123
 AK0123                          SUPERSEDED SURVEY CONTROL
 AK0123
 AK0123  NGVD 29 (09/01/92)   19.242  (m)           63.13   (f) ADJUSTED    1 2
 AK0123
 AK0123.Superseded values are not recommended for survey control.
 AK0123
 AK0123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0123.See file dsdata.pdf to determine how the superseded data were derived.
 AK0123
 AK0123_MARKER: DD = SURVEY DISK
 AK0123_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK0123+WITH SETTING: PAVEMENT
 AK0123_SP_SET: FOUNTAIN FOUNDATION
 AK0123_STAMPING: 35 WSM 63 1961
 AK0123_MARK LOGO: USGS
 AK0123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0123+STABILITY: SURFACE MOTION
 AK0123
 AK0123  HISTORY     - Date     Condition        Report By
 AK0123  HISTORY     - 1961     MONUMENTED       USGS
 AK0123  HISTORY     - 1963     GOOD             CGS
 AK0123  HISTORY     - 1976     GOOD             NGS
 AK0123  HISTORY     - 1978     GOOD             NGS
 AK0123  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK0123  HISTORY     - 20210402 MARK NOT FOUND   GEOCAC
 AK0123
 AK0123                          STATION DESCRIPTION
 AK0123
 AK0123'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK0123'AT LAKE HELEN.
 AK0123'AT LAKE HELEN, ABOUT 0.2 MILE NORTH OF THE CITY HALL AT LAKE
 AK0123'HELEN, NEAR THE LAKE HELEN SCHOOL, SET ON THE TOP OF THE SOUTHWEST
 AK0123'CORNER OF THE CONCRETE FOUNDATION OF AN ABANDONED DRINKING
 AK0123'FOUNTAIN AT THE SCHOOL, 90 1/2 FEET EAST OF THE CENTER LINE
 AK0123'OF LAKEVIEW DRIVE, 98 FEET NORTH OF THE CENTER LINE OF PARK
 AK0123'STREET, 9.4 FEET SOUTH OF THE SOUTHWEST CORNER OF THE SCHOOL
 AK0123'BUILDING AND ABOUT LEVEL WITH THE GROUND.
 AK0123
 AK0123                          STATION RECOVERY (1976)
 AK0123
 AK0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AK0123'RECOVERED IN GOOD CONDITION.
 AK0123
 AK0123                          STATION RECOVERY (1978)
 AK0123
 AK0123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AK0123'RECOVERED IN GOOD CONDITION.
 AK0123
 AK0123                          STATION RECOVERY (1990)
 AK0123
 AK0123'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AK0123'MARK NOT FOUND.
 AK0123
 AK0123                          STATION RECOVERY (2021)
 AK0123
 AK0123'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK0123'THE FOUNTAIN FOUNDATION HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0216 ***********************************************************************
 AG0216  DESIGNATION -  350
 AG0216  PID         -  AG0216
 AG0216  STATE/COUNTY-  FL/PINELLAS
 AG0216  COUNTRY     -  US
 AG0216  USGS QUAD   -  CLEARWATER (2018)
 AG0216
 AG0216                         *CURRENT SURVEY CONTROL
 AG0216  ______________________________________________________________________
 AG0216* NAD 83(1986) POSITION- 27 57 37.     (N) 082 45 35.     (W)   SCALED
 AG0216* NAVD 88 ORTHO HEIGHT -    17.377 (meters)       57.01  (feet) ADJUSTED
 AG0216  ______________________________________________________________________
 AG0216  GEOID HEIGHT    -        -24.692 (meters)                     GEOID18
 AG0216  DYNAMIC HEIGHT  -         17.351 (meters)       56.93  (feet) COMP
 AG0216  MODELED GRAVITY -    979,188.0   (mgal)                       NAVD 88
 AG0216
 AG0216  VERT ORDER      -  SECOND    CLASS II
 AG0216
 AG0216.The horizontal coordinates were scaled from a map and have
 AG0216.an estimated accuracy of +/- 6 seconds.
 AG0216
 AG0216.The orthometric height was determined by differential leveling and
 AG0216.adjusted by the NATIONAL GEODETIC SURVEY
 AG0216.in June 1991.
 AG0216
 AG0216.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0216.GEOID18 height accuracy estimate available here.
 AG0216
 AG0216.Click photographs - Photos may exist for this station.
 AG0216
 AG0216.The dynamic height is computed by dividing the NAVD 88
 AG0216.geopotential number by the normal gravity value computed on the
 AG0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0216.degrees latitude (g = 980.6199 gals.).
 AG0216
 AG0216.The modeled gravity was interpolated from observed gravity values.
 AG0216
 AG0216;                    North         East    Units  Estimated Accuracy
 AG0216;SPC FL W     -   402,040.      125,250.      MT  (+/- 180 meters Scaled)
 AG0216
 AG0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL269940(NAD 83)
 AG0216
 AG0216                          SUPERSEDED SURVEY CONTROL
 AG0216
 AG0216  NGVD 29 (??/??/92)   17.639  (m)           57.87   (f) ADJ UNCH    2 2
 AG0216
 AG0216.Superseded values are not recommended for survey control.
 AG0216
 AG0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0216.See file dsdata.pdf to determine how the superseded data were derived.
 AG0216
 AG0216_MARKER: DD = SURVEY DISK
 AG0216_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0216_SP_SET: INLET
 AG0216_STAMPING: 350
 AG0216_MARK LOGO: FLHD
 AG0216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0216+STABILITY: SURFACE MOTION
 AG0216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0216+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2026
 AG0216
 AG0216  HISTORY     - Date     Condition        Report By
 AG0216  HISTORY     - UNK      MONUMENTED       FLHD
 AG0216  HISTORY     - 1976     GOOD             NGS
 AG0216  HISTORY     - 20080825 GOOD             PINCPW
 AG0216  HISTORY     - 20260107 GOOD             FGLDSV
 AG0216
 AG0216                          STATION DESCRIPTION
 AG0216
 AG0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0216'IN CLEARWATER.
 AG0216'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND S.R. 60
 AG0216'(GULF TO BAY BLVD.).  RUN WESTERLY ON S.R. 60 FOR 1.90 MILES TO THE
 AG0216'INTERSECTION OF BROOKSIDE DR.  STATION ON LEFT, S.W. CORNER, 45.4 FT.
 AG0216'SOUTH OF THE CENTERLINE OF GULF TO BAY BLVD., 51.2 FT. WEST OF THE
 AG0216'CENTERLINE OF BROOKSIDE DR.  SET IN THE TOP OF A CONCRETE INLET.
 AG0216'SECTION 13, T29S, R15E.
 AG0216
 AG0216                          STATION RECOVERY (2008)
 AG0216
 AG0216'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0216'RECOVERED IN GOOD CONDITION.
 AG0216
 AG0216                          STATION RECOVERY (2026)
 AG0216
 AG0216'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2026 (JKI)
 AG0216'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0208 ***********************************************************************
 AG0208  DESIGNATION -  351
 AG0208  PID         -  AG0208
 AG0208  STATE/COUNTY-  FL/PINELLAS
 AG0208  COUNTRY     -  US
 AG0208  USGS QUAD   -  CLEARWATER (2018)
 AG0208
 AG0208                         *CURRENT SURVEY CONTROL
 AG0208  ______________________________________________________________________
 AG0208* NAD 83(1986) POSITION- 27 57 37.     (N) 082 45 29.     (W)   SCALED
 AG0208* NAVD 88 ORTHO HEIGHT -    17.781 (meters)       58.34  (feet) ADJUSTED
 AG0208  ______________________________________________________________________
 AG0208  GEOID HEIGHT    -        -24.694 (meters)                     GEOID18
 AG0208  DYNAMIC HEIGHT  -         17.755 (meters)       58.25  (feet) COMP
 AG0208  MODELED GRAVITY -    979,187.9   (mgal)                       NAVD 88
 AG0208
 AG0208  VERT ORDER      -  SECOND    CLASS II
 AG0208
 AG0208.The horizontal coordinates were scaled from a map and have
 AG0208.an estimated accuracy of +/- 6 seconds.
 AG0208
 AG0208.The orthometric height was determined by differential leveling and
 AG0208.adjusted by the NATIONAL GEODETIC SURVEY
 AG0208.in June 1991.
 AG0208
 AG0208.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0208.GEOID18 height accuracy estimate available here.
 AG0208
 AG0208.Click photographs - Photos may exist for this station.
 AG0208
 AG0208.The dynamic height is computed by dividing the NAVD 88
 AG0208.geopotential number by the normal gravity value computed on the
 AG0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0208.degrees latitude (g = 980.6199 gals.).
 AG0208
 AG0208.The modeled gravity was interpolated from observed gravity values.
 AG0208
 AG0208;                    North         East    Units  Estimated Accuracy
 AG0208;SPC FL W     -   402,040.      125,410.      MT  (+/- 180 meters Scaled)
 AG0208
 AG0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL270940(NAD 83)
 AG0208
 AG0208                          SUPERSEDED SURVEY CONTROL
 AG0208
 AG0208  NGVD 29 (??/??/92)   18.043  (m)           59.20   (f) ADJ UNCH    2 2
 AG0208
 AG0208.Superseded values are not recommended for survey control.
 AG0208
 AG0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0208.See file dsdata.pdf to determine how the superseded data were derived.
 AG0208
 AG0208_MARKER: DD = SURVEY DISK
 AG0208_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0208_SP_SET: INLET
 AG0208_STAMPING: 351
 AG0208_MARK LOGO: FLHD
 AG0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0208+STABILITY: SURFACE MOTION
 AG0208
 AG0208  HISTORY     - Date     Condition        Report By
 AG0208  HISTORY     - UNK      MONUMENTED       FLHD
 AG0208  HISTORY     - 1976     GOOD             NGS
 AG0208  HISTORY     - 20080825 GOOD             PINCPW
 AG0208
 AG0208                          STATION DESCRIPTION
 AG0208
 AG0208'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0208'IN CLEARWATER.
 AG0208'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND S.R. 60
 AG0208'(GULF TO BAY BLVD.).  RUN WESTERLY ON S.R. 60 FOR 1.80 MILES TO THE
 AG0208'INTERSECTION OF ACTURAS AVE.  STATION ON LEFT, S.E. CORNER, 43.8 FT.
 AG0208'SOUTH OF THE CENTERLINE OF ACTURAS AVE.  SET IN THE TOP OF A CONCRETE
 AG0208'INLET.  SECTION 13, T29S, R15E.
 AG0208
 AG0208                          STATION RECOVERY (2008)
 AG0208
 AG0208'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0208'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0209 ***********************************************************************
 AG0209  DESIGNATION -  352
 AG0209  PID         -  AG0209
 AG0209  STATE/COUNTY-  FL/PINELLAS
 AG0209  COUNTRY     -  US
 AG0209  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0209
 AG0209                         *CURRENT SURVEY CONTROL
 AG0209  ______________________________________________________________________
 AG0209* NAD 83(1986) POSITION- 27 57 37.     (N) 082 44 53.     (W)   SCALED
 AG0209* NAVD 88 ORTHO HEIGHT -    22.882 (meters)       75.07  (feet) ADJUSTED
 AG0209  ______________________________________________________________________
 AG0209  GEOID HEIGHT    -        -24.707 (meters)                     GEOID18
 AG0209  DYNAMIC HEIGHT  -         22.849 (meters)       74.96  (feet) COMP
 AG0209  MODELED GRAVITY -    979,187.8   (mgal)                       NAVD 88
 AG0209
 AG0209  VERT ORDER      -  SECOND    CLASS II
 AG0209
 AG0209.The horizontal coordinates were scaled from a map and have
 AG0209.an estimated accuracy of +/- 6 seconds.
 AG0209
 AG0209.The orthometric height was determined by differential leveling and
 AG0209.adjusted by the NATIONAL GEODETIC SURVEY
 AG0209.in June 1991.
 AG0209
 AG0209.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0209.GEOID18 height accuracy estimate available here.
 AG0209
 AG0209.Click photographs - Photos may exist for this station.
 AG0209
 AG0209.The dynamic height is computed by dividing the NAVD 88
 AG0209.geopotential number by the normal gravity value computed on the
 AG0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0209.degrees latitude (g = 980.6199 gals.).
 AG0209
 AG0209.The modeled gravity was interpolated from observed gravity values.
 AG0209
 AG0209;                    North         East    Units  Estimated Accuracy
 AG0209;SPC FL W     -   402,030.      126,400.      MT  (+/- 180 meters Scaled)
 AG0209
 AG0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL280940(NAD 83)
 AG0209
 AG0209                          SUPERSEDED SURVEY CONTROL
 AG0209
 AG0209  NGVD 29 (??/??/92)   23.145  (m)           75.93   (f) ADJ UNCH    2 2
 AG0209
 AG0209.Superseded values are not recommended for survey control.
 AG0209
 AG0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0209.See file dsdata.pdf to determine how the superseded data were derived.
 AG0209
 AG0209_MARKER: DD = SURVEY DISK
 AG0209_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0209_SP_SET: INLET
 AG0209_STAMPING: 352
 AG0209_MARK LOGO: FLHD
 AG0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0209+STABILITY: SURFACE MOTION
 AG0209
 AG0209  HISTORY     - Date     Condition        Report By
 AG0209  HISTORY     - UNK      MONUMENTED       FLHD
 AG0209  HISTORY     - 1976     GOOD             NGS
 AG0209  HISTORY     - 20080821 GOOD             PINCPW
 AG0209
 AG0209                          STATION DESCRIPTION
 AG0209
 AG0209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0209'IN CLEARWATER.
 AG0209'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND S.R. 60
 AG0209'(GULF TO BAY BLVD.).  RUN WESTERLY ON S.R. 60 FOR 1.20 MILES. STATION
 AG0209'ON LEFT, 43.0 FT. SOUTH OF THE CENTERLINE OF GULF TO BAY BLVD., 200.8
 AG0209'FT. EAST OF THE CENTERLINE OF BAMBOO LANE, 29.9 FT. N.E. OF THE N.E.
 AG0209'CORNER OF A SINGLE STORY BRICK BUILDING (JERSEY JIM TOWERS T.V., 2112
 AG0209'GULF TO BAY BLVD.).  SET IN THE TOP OF A CONCRETE INLET. SECTION 13,
 AG0209'T29S, R15E.
 AG0209
 AG0209                          STATION RECOVERY (2008)
 AG0209
 AG0209'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0209'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0210 ***********************************************************************
 AG0210  DESIGNATION -  353
 AG0210  PID         -  AG0210
 AG0210  STATE/COUNTY-  FL/PINELLAS
 AG0210  COUNTRY     -  US
 AG0210  USGS QUAD   -  CLEARWATER (2018)
 AG0210
 AG0210                         *CURRENT SURVEY CONTROL
 AG0210  ______________________________________________________________________
 AG0210* NAD 83(1986) POSITION- 27 57 37.     (N) 082 46 59.     (W)   SCALED
 AG0210* NAVD 88 ORTHO HEIGHT -     6.319 (meters)       20.73  (feet) ADJUSTED
 AG0210  ______________________________________________________________________
 AG0210  GEOID HEIGHT    -        -24.660 (meters)                     GEOID18
 AG0210  DYNAMIC HEIGHT  -          6.310 (meters)       20.70  (feet) COMP
 AG0210  MODELED GRAVITY -    979,188.3   (mgal)                       NAVD 88
 AG0210
 AG0210  VERT ORDER      -  SECOND    CLASS II
 AG0210
 AG0210.The horizontal coordinates were scaled from a map and have
 AG0210.an estimated accuracy of +/- 6 seconds.
 AG0210
 AG0210.The orthometric height was determined by differential leveling and
 AG0210.adjusted by the NATIONAL GEODETIC SURVEY
 AG0210.in June 1991.
 AG0210
 AG0210.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0210.GEOID18 height accuracy estimate available here.
 AG0210
 AG0210.Click photographs - Photos may exist for this station.
 AG0210
 AG0210.The dynamic height is computed by dividing the NAVD 88
 AG0210.geopotential number by the normal gravity value computed on the
 AG0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0210.degrees latitude (g = 980.6199 gals.).
 AG0210
 AG0210.The modeled gravity was interpolated from observed gravity values.
 AG0210
 AG0210;                    North         East    Units  Estimated Accuracy
 AG0210;SPC FL W     -   402,050.      122,950.      MT  (+/- 180 meters Scaled)
 AG0210
 AG0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL246940(NAD 83)
 AG0210
 AG0210                          SUPERSEDED SURVEY CONTROL
 AG0210
 AG0210  NGVD 29 (??/??/92)    6.582  (m)           21.59   (f) ADJ UNCH    2 2
 AG0210
 AG0210.Superseded values are not recommended for survey control.
 AG0210
 AG0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0210.See file dsdata.pdf to determine how the superseded data were derived.
 AG0210
 AG0210_MARKER: DD = SURVEY DISK
 AG0210_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0210_SP_SET: CULVERT HEADWALL
 AG0210_STAMPING: 353
 AG0210_MARK LOGO: FLHD
 AG0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0210+STABILITY: SURFACE MOTION
 AG0210
 AG0210  HISTORY     - Date     Condition        Report By
 AG0210  HISTORY     - UNK      MONUMENTED       FLHD
 AG0210  HISTORY     - 1976     GOOD             NGS
 AG0210  HISTORY     - 20010211 MARK NOT FOUND   USPSQD
 AG0210
 AG0210                          STATION DESCRIPTION
 AG0210
 AG0210'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0210'IN CLEARWATER.
 AG0210'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 (S.
 AG0210'FT. HARRISON AVE.) AND S.R. 60 (CLEVELAND ST.).  RUN SOUTHERLY ON U.S.
 AG0210'ALT. HWY. 19 FOR .30 MILE TO THE INTERSECTION OF CHESNUT ST. TURN LEFT
 AG0210'RUN EASTERLY ON CHESNUT ST. FOR 1.05 MILES.  STATION ON RIGHT, 45.2
 AG0210'FT. SOUTH OF THE CENTERLINE OF COURT ST., 43.2 FT. W.S.W. OF A POWER
 AG0210'AND LIGHT POLE (NUMBER 6A-12726), 16.0 FT. WEST OF THE EAST END OF
 AG0210'HEADWALL.  SET IN THE TOP OF A CONCRETE HEADWALL. SECTION 15, T 29, R
 AG0210'15.
 AG0210
 AG0210                          STATION RECOVERY (2001)
 AG0210
 AG0210'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLW)
 AG0210'UNRECOVERABLE AS CHESNUT STREET HAS BEEN WIDENED TO TOTAL OF FOUR
 AG0210'LANES WITH LARGE MEDIAN AND HEADWALL IS NEW.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH9324 ***********************************************************************
 AH9324  DESIGNATION -  353302 4
 AH9324  PID         -  AH9324
 AH9324  STATE/COUNTY-  FL/OKEECHOBEE
 AH9324  COUNTRY     -  US
 AH9324  USGS QUAD   -  TAYLOR CREEK NW (2018)
 AH9324
 AH9324                         *CURRENT SURVEY CONTROL
 AH9324  ______________________________________________________________________
 AH9324* NAD 83(2011) POSITION- 27 27 53.69342(N) 080 59 57.11287(W)   ADJUSTED
 AH9324* NAD 83(2011) ELLIP HT-    -8.522 (meters)        (06/27/12)   ADJUSTED
 AH9324* NAD 83(2011) EPOCH   -  2010.00
 AH9324* NAVD 88 ORTHO HEIGHT -    17.740 (meters)       58.20  (feet) ADJUSTED
 AH9324  ______________________________________________________________________
 AH9324  GEOID HEIGHT    -        -26.276 (meters)                     GEOID18
 AH9324  NAD 83(2011) X  -    886,014.389 (meters)                     COMP
 AH9324  NAD 83(2011) Y  - -5,593,567.956 (meters)                     COMP
 AH9324  NAD 83(2011) Z  -  2,924,017.264 (meters)                     COMP
 AH9324  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 AH9324  DYNAMIC HEIGHT  -         17.714 (meters)       58.12  (feet) COMP
 AH9324  MODELED GRAVITY -    979,145.2   (mgal)                       NAVD 88
 AH9324
 AH9324  VERT ORDER      -  SECOND    CLASS I
 AH9324
 AH9324  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AH9324  Standards:
 AH9324         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AH9324            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AH9324  -------------------------------------------------------------------
 AH9324  NETWORK    1.07   1.45           0.46   0.41   0.74      0.16816438
 AH9324  -------------------------------------------------------------------
 AH9324  Click here for local accuracies and other accuracy information.
 AH9324
 AH9324.The horizontal coordinates were established by GPS observations
 AH9324.and adjusted by the National Geodetic Survey in June 2012.
 AH9324
 AH9324.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AH9324.been affixed to the stable North American tectonic plate. See 
 AH9324.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AH9324
 AH9324.The horizontal coordinates are valid at the epoch date displayed above
 AH9324.which is a decimal equivalence of Year/Month/Day.
 AH9324
 AH9324.The orthometric height was determined by differential leveling and
 AH9324.adjusted by the NATIONAL GEODETIC SURVEY
 AH9324.in January 2002.
 AH9324
 AH9324.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH9324.GEOID18 height accuracy estimate available here.
 AH9324
 AH9324.Click photographs - Photos may exist for this station.
 AH9324
 AH9324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH9324
 AH9324.The Laplace correction was computed from DEFLEC18 derived deflections.
 AH9324
 AH9324.The ellipsoidal height was determined by GPS observations
 AH9324.and is referenced to NAD 83.
 AH9324
 AH9324.The dynamic height is computed by dividing the NAVD 88
 AH9324.geopotential number by the normal gravity value computed on the
 AH9324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH9324.degrees latitude (g = 980.6199 gals.).
 AH9324
 AH9324.The modeled gravity was interpolated from observed gravity values.
 AH9324
 AH9324. The following values were computed from the NAD 83(2011) position.
 AH9324
 AH9324;                    North         East     Units Scale Factor Converg.
 AH9324;SPC FL E     -   346,916.929   200,079.266   MT  0.99994118   +0 00 01.3
 AH9324;SPC FL E     - 1,138,176.62    656,426.73   sFT  0.99994118   +0 00 01.3
 AH9324;UTM  17      - 3,037,930.544   500,079.239   MT  0.99960000   +0 00 01.3
 AH9324
 AH9324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH9324!SPC FL E     -   1.00000134  x   0.99994118  =   0.99994252
 AH9324!UTM  17      -   1.00000134  x   0.99960000  =   0.99960134
 AH9324
 AH9324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL0007937930(NAD 83)
 AH9324
 AH9324                          SUPERSEDED SURVEY CONTROL
 AH9324
 AH9324  NAD 83(2007)-  27 27 53.69361(N)    080 59 57.11392(W) AD(2002.00) 0
 AH9324  ELLIP H (02/10/07)   -8.513  (m)                       GP(2002.00)    
 AH9324  NAD 83(1999)-  27 27 53.69327(N)    080 59 57.11442(W) AD(       ) 1
 AH9324  ELLIP H (05/31/01)   -8.516  (m)                       GP(       ) 4 1
 AH9324  NAD 83(1990)-  27 27 53.69233(N)    080 59 57.11397(W) AD(       ) 1
 AH9324  ELLIP H (06/01/99)   -8.461  (m)                       GP(       ) 4 1
 AH9324  NAVD 88 (06/01/99)   17.8    (m)  GEOID96  model used  GPS OBS        
 AH9324
 AH9324.Superseded values are not recommended for survey control.
 AH9324
 AH9324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH9324.See file dsdata.pdf to determine how the superseded data were derived.
 AH9324
 AH9324_MARKER: DD = SURVEY DISK
 AH9324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH9324_STAMPING: 353302 4 9823 1998
 AH9324_MARK LOGO: DENI
 AH9324_PROJECTION: RECESSED 6 CENTIMETERS
 AH9324_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH9324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH9324+STABILITY: SURFACE MOTION
 AH9324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH9324+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2021
 AH9324
 AH9324  HISTORY     - Date     Condition        Report By
 AH9324  HISTORY     - 1998     MONUMENTED       DENI
 AH9324  HISTORY     - 20000923 GOOD             FLDEP
 AH9324  HISTORY     - 20211215 GOOD             FLDT
 AH9324
 AH9324                          STATION DESCRIPTION
 AH9324
 AH9324'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1998 (RLW)
 AH9324'STATION IS ABOUT 18.2 MI (29.3 KM) NORTHWEST OF OKEECHOBEE, 16.0 MI
 AH9324'(25.7 KM) EAST OF LORIDA, 7.2 MI (11.6 KM) NORTHEAST OF KISSIMMEE
 AH9324'RIVER CANAL C-38 IN SECTION 02, TOWNSHIP 35 SOUTH, RANGE 33 EAST.  TO
 AH9324'REACH STATION FROM THE INTERSECTION OF U.S.HIGHWAY 98/441 (PARROT AVE)
 AH9324'AND U.S.HIGHWAY 98/STATE HIGHWAY 70 (N PARK ST) IN OKEECHOBEE, GO WEST
 AH9324'ON U.S.HIGHWAY 98/STATE HIGHWAY 70 FOR 1.15 MI (1.85 KM) , THEN TURN
 AH9324'RIGHT AND CONTINUE NORTHWEST ON U.S.HIGHWAY 98 FOR 14.1 MI (22.7 KM)
 AH9324'TO THE JUNCTION WITH COUNTY ROAD 700A/DURRANCE ROAD (NW 176TH AVE) ,
 AH9324'THEN TURN RIGHT AND PROCEED NORTH FOR 5.5 MI (8.9 KM) TO A JUNCTION
 AH9324'WITH COUNTY ROAD 724 (NW 220TH ST) , THEN TURN RIGHT AND PROCEED EAST
 AH9324'FOR 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT, AN ALUMINUM GPS
 AH9324'SURVEY MARK DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT 0.2 FT
 AH9324'(6.1 CM) BELOW GROUND LEVEL.  LOCATED 25.1 FT (7.7 M) SOUTH OF THE
 AH9324'CENTERLINE OF COUNTY ROAD 724 (NW 220TH ST) , 63.0 FT (19.2 M) WEST OF
 AH9324'THE CENTERLINE EXTENDED OF A SAND ROAD LEADING NORTH, 75.7 FT (23.1 M)
 AH9324'SOUTHWEST OF THE WEST END OF A 5 FT (1.5 M) DIAMETER METAL CULVERT
 AH9324'PIPE UNDER THE SAND ROAD LEADING NORTH, 25.1 FT (7.7 M) NORTH OF A R/W
 AH9324'FENCE, 10.6 FT (3.2 M) NORTH OF A N.G.S.CARSONITE WITNESS POST.
 AH9324
 AH9324                          STATION RECOVERY (2000)
 AH9324
 AH9324'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AH9324'THE MARK IS ABOUT 17.0 MI (27.4 KM) NORTHWEST OF OKEECHOBEE, 15.4 MI
 AH9324'(24.8 KM) SOUTHWEST OF FORT DRUM ON COUNTY ROAD 724, IN SECTION 2,
 AH9324'TOWNSHIP 35 SOUTH, RANGE 33 EAST. TO REACH THE MARK FROM THE
 AH9324'INTERSECTION OF U.S.  HIGHWAY 441 (PARROTT STREET) AND STATE ROAD 70
 AH9324'(PARK STREET) IN OKEECHOBEE, GO NORTH ON U.S.  HIGHWAY 441 (PARROTT
 AH9324'STREET) FOR 14.4 MI (23.2 KM) TO THE JUNCTION OF COUNTY ROAD 68 ON THE
 AH9324'RIGHT, CONTINUE NORTH ON U.S. HIGHWAY 441 FOR 1.0 MI (1.6 KM) TO THE
 AH9324'JUNCTION OF COUNTY ROAD 724 (NW 240TH STREET) ON THE LEFT, TURN LEFT
 AH9324'ON COUNTY ROAD 724 (NW 240TH STREET) AND GO WEST FOR 11.7 MI (18.8 KM)
 AH9324'TO THE JUNCTION OF A ROAD ON THE RIGHT AND THE MARK ON THE LEFT, SET
 AH9324'IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW
 AH9324'THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF COUNTY ROAD 724.
 AH9324'LOCATED 62.3 FT (19.0 M) WEST OF THE EXTENDED CENTERLINE OF A DIRT
 AH9324'ROAD LEADING NORTH (AT 17205) , 25.1 FT (7.7 M) NORTH OF A BARBWIRE
 AH9324'FENCE, 25.0 FT (7.6 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD 724 AND
 AH9324'10.8 FT (3.3 M) NORTH CARSONITE WITNESS POST.
 AH9324
 AH9324                          STATION RECOVERY (2021)
 AH9324
 AH9324'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2021 (BP)
 AH9324'RECOVERED AS DESCRIBED.  CARSONITE WITNESS POST IS NO LONGER THERE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0211 ***********************************************************************
 AG0211  DESIGNATION -  354
 AG0211  PID         -  AG0211
 AG0211  STATE/COUNTY-  FL/PINELLAS
 AG0211  COUNTRY     -  US
 AG0211  USGS QUAD   -  CLEARWATER (2018)
 AG0211
 AG0211                         *CURRENT SURVEY CONTROL
 AG0211  ______________________________________________________________________
 AG0211* NAD 83(1986) POSITION- 27 57 07.     (N) 082 47 47.     (W)   SCALED
 AG0211* NAVD 88 ORTHO HEIGHT -    10.861 (meters)       35.63  (feet) ADJUSTED
 AG0211  ______________________________________________________________________
 AG0211  GEOID HEIGHT    -        -24.626 (meters)                     GEOID18
 AG0211  DYNAMIC HEIGHT  -         10.845 (meters)       35.58  (feet) COMP
 AG0211  MODELED GRAVITY -    979,188.2   (mgal)                       NAVD 88
 AG0211
 AG0211  VERT ORDER      -  SECOND    CLASS II
 AG0211
 AG0211.The horizontal coordinates were scaled from a map and have
 AG0211.an estimated accuracy of +/- 6 seconds.
 AG0211
 AG0211.The orthometric height was determined by differential leveling and
 AG0211.adjusted by the NATIONAL GEODETIC SURVEY
 AG0211.in June 1991.
 AG0211
 AG0211.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0211.GEOID18 height accuracy estimate available here.
 AG0211
 AG0211.Click photographs - Photos may exist for this station.
 AG0211
 AG0211.The dynamic height is computed by dividing the NAVD 88
 AG0211.geopotential number by the normal gravity value computed on the
 AG0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0211.degrees latitude (g = 980.6199 gals.).
 AG0211
 AG0211.The modeled gravity was interpolated from observed gravity values.
 AG0211
 AG0211;                    North         East    Units  Estimated Accuracy
 AG0211;SPC FL W     -   401,140.      121,630.      MT  (+/- 180 meters Scaled)
 AG0211
 AG0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL232931(NAD 83)
 AG0211
 AG0211                          SUPERSEDED SURVEY CONTROL
 AG0211
 AG0211  NGVD 29 (??/??/92)   11.124  (m)           36.50   (f) ADJ UNCH    2 2
 AG0211
 AG0211.Superseded values are not recommended for survey control.
 AG0211
 AG0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0211.See file dsdata.pdf to determine how the superseded data were derived.
 AG0211
 AG0211_MARKER: DD = SURVEY DISK
 AG0211_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0211_SP_SET: INLET
 AG0211_STAMPING: 354
 AG0211_MARK LOGO: FLHD
 AG0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0211+STABILITY: SURFACE MOTION
 AG0211
 AG0211  HISTORY     - Date     Condition        Report By
 AG0211  HISTORY     - UNK      MONUMENTED       FLHD
 AG0211  HISTORY     - 1976     GOOD             NGS
 AG0211
 AG0211                          STATION DESCRIPTION
 AG0211
 AG0211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0211'IN CLEARWATER.
 AG0211'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 (S.
 AG0211'FT. HARRISON AVE.) AND S.R. 60 (CLEVELAND ST.).  RUN SOUTHERLY ON U.S.
 AG0211'ALT. HWY. 19 FOR .30 MILES TO THE INTERSECTION OF CHESNUT ST. TURN
 AG0211'LEFT AND RUN EASTERLY ON CHESNUT ST. FOR .25 MILES TO THE INTERSECTION
 AG0211'OF MYRTLE AVE.  TURN RIGHT AND RUN SOUTHERLY ON MYRTLE AVE. FOR 0.45
 AG0211'MILES TO THE INTERSECTION OF LOTUS PATH.  STATION ON LEFT, S.E.
 AG0211'CORNER, 22.5 FT. EAST OF THE CENTERLINE OF MYRTLE AVE., 38.0 FT. SOUTH
 AG0211'OF THE CENTERLINE OF LOTUS PATH, 20.7 FT. NORTH OF A LIGHT POLE
 AG0211'(NUMBER 2-178).  SET IN THE TOP OF A CONCRETE INLET. SECTION 15, T29S,
 AG0211'R15E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO6362 ***********************************************************************
 DO6362  DESIGNATION -  354 A
 DO6362  PID         -  DO6362
 DO6362  STATE/COUNTY-  FL/HENDRY
 DO6362  COUNTRY     -  US
 DO6362  USGS QUAD   -  GODDENS STRAND (2018)
 DO6362
 DO6362                         *CURRENT SURVEY CONTROL
 DO6362  ______________________________________________________________________
 DO6362* NAD 83(1986) POSITION- 26 21 31.7    (N) 080 52 52.2    (W)   HD_HELD2
 DO6362* NAVD 88 ORTHO HEIGHT -     4.915 (meters)       16.13  (feet) ADJUSTED
 DO6362  ______________________________________________________________________
 DO6362  GEOID HEIGHT    -        -24.827 (meters)                     GEOID18
 DO6362  DYNAMIC HEIGHT  -          4.907 (meters)       16.10  (feet) COMP
 DO6362  MODELED GRAVITY -    979,057.6   (mgal)                       NAVD 88
 DO6362
 DO6362  VERT ORDER      -  FIRST     CLASS II
 DO6362
 DO6362.The horizontal coordinates were established by autonomous hand held GPS
 DO6362.observations and have an estimated accuracy of +/- 10 meters.
 DO6362
 DO6362.The orthometric height was determined by differential leveling and
 DO6362.adjusted by the NATIONAL GEODETIC SURVEY
 DO6362.in May 2013.
 DO6362
 DO6362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6362.GEOID18 height accuracy estimate available here.
 DO6362
 DO6362.Click photographs - Photos may exist for this station.
 DO6362
 DO6362.The dynamic height is computed by dividing the NAVD 88
 DO6362.geopotential number by the normal gravity value computed on the
 DO6362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6362.degrees latitude (g = 980.6199 gals.).
 DO6362
 DO6362.The modeled gravity was interpolated from observed gravity values.
 DO6362
 DO6362;                    North         East    Units  Estimated Accuracy
 DO6362;SPC FL E     -   224,370.      211,860.      MT  (+/- 10 meters HH2 GPS)
 DO6362
 DO6362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK1185615425(NAD 83)
 DO6362
 DO6362                          SUPERSEDED SURVEY CONTROL
 DO6362
 DO6362.No superseded survey control is available for this station.
 DO6362
 DO6362_MARKER: DD = SURVEY DISK
 DO6362_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO6362_SP_SET: SIDEWALK STEP
 DO6362_STAMPING: B.M. 354 A 1997
 DO6362_MARK LOGO: SFLWMD
 DO6362_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO6362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6362+STABILITY: SURFACE MOTION
 DO6362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6362+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2009
 DO6362
 DO6362  HISTORY     - Date     Condition        Report By
 DO6362  HISTORY     - 1997     MONUMENTED       SFLWMD
 DO6362  HISTORY     - 20090416 GOOD             FLDEP
 DO6362
 DO6362                          STATION DESCRIPTION
 DO6362
 DO6362'DESCRIBED BY FL DEPT OF ENV PRO 2009 (JLM)
 DO6362'THE MARK IS ABOUT 26.0 MI (41.8 KM) SOUTH-SOUTHWEST OF BELLE GLADE,
 DO6362'23.4 MI (37.7 KM) SOUTH OF LAKE HARBOR, 20.2 MI (32.5 KM)
 DO6362'SOUTH-SOUTHWEST OF OKEELANTA, IN SECTION 36, TOWNSHIP 47 SOUTH, RANGE
 DO6362'34 EAST.
 DO6362'
 DO6362'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 (EXIT 49)
 DO6362'UNDER PASS AND SNAKE ROAD (JOSIE BILLIE HIGHWAY COUNTY ROAD 833) NEAR
 DO6362'ANDYTOWN, GO NORTH ON SNAKE ROAD (JOSIE BILLIE HIGHWAY COUNTY ROAD
 DO6362'833) FOR 11.05 MI (17.8 KM) TO THE JUNCTION OF HUFF BRIDGE ROAD ON THE
 DO6362'RIGHT (A LIME STONE ROAD LEADING NORTH).  TURN RIGHT ON HUFF BRIDGE
 DO6362'ROAD AND GO NORTH FOR 2.85 MI (4.6 KM) TO A 90 DEGREE TURN RIGHT AND
 DO6362'PUMP HOUSE STRUCTURE NUMBER G-409 ON THE RIGHT.  CONTINUE EAST ON THE
 DO6362'LIME STONE ROAD FOR 0.1 MI (0.2 KM) TO THE EAST END OF A SMALL WOODEN
 DO6362'BRIDGE.  CONTINUE EAST ON THE LIME STONE ROAD FOR ABOUT 75.0 FT (22.9
 DO6362'M) TO THE JUNCTION OF LEVEE ROAD L-3 ON THE LEFT.  TURN LEFT ON LEVEE
 DO6362'ROAD L-3 AND GO NORTHWEST FOR 0.1 MI (0.2 KM) TO THE SOUTHEAST END OF
 DO6362'A BRIDGE.  CONTINUE NORTHWEST ON LEVEE ROAD L-3 FOR 0.05 MI (0.1 KM)
 DO6362'TO THE JUNCTION OF A LEVEE ROAD ON THE RIGHT LEADING EAST AND THEN
 DO6362'NORTH.  TURN RIGHT ON THE LEVEE ROAD ON THE WEST SIDE OF THE CANAL
 DO6362'LEADING NORTH ALONG THE PALM BEACH HENDRY COUNTY LINE AND GO EAST AND
 DO6362'THEN NORTH FOR 1.9 MI (3.1 KM) TO FLOOD CONTROL STRUCTURE G-354A ON
 DO6362'THE LEFT AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A SIDEWALK
 DO6362'STEP OF FLOOD CONTROL STRUCTURE G-354A AND ABOUT 2.4 FT (0.7 M) BELOW
 DO6362'THE LEVEL OF THE LEVEE ROAD.
 DO6362'
 DO6362'LOCATED 59.5 FT (18.1 M) SOUTH OF SURVEY MARK G 354 A DEP 2009, 18.8
 DO6362'FT (5.7 M) EAST OF STRUCTURE G-354A, 16.7 FT (5.1 M) WEST OF THE
 DO6362'APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 1.9 FT (0.6 M) NORTH OF
 DO6362'THE SOUTHERN EDGE OF THE STRUCTURE.    NOTE FOR KEY TO ALL LOCKED
 DO6362'GATES, CONTACT SOUTH FLORIDA WATER MANAGEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO6360 ***********************************************************************
 DO6360  DESIGNATION -  354 B
 DO6360  PID         -  DO6360
 DO6360  STATE/COUNTY-  FL/HENDRY
 DO6360  COUNTRY     -  US
 DO6360  USGS QUAD   -  GODDENS STRAND (2018)
 DO6360
 DO6360                         *CURRENT SURVEY CONTROL
 DO6360  ______________________________________________________________________
 DO6360* NAD 83(1986) POSITION- 26 21 15.8    (N) 080 52 51.8    (W)   HD_HELD2
 DO6360* NAVD 88 ORTHO HEIGHT -     4.940 (meters)       16.21  (feet) ADJUSTED
 DO6360  ______________________________________________________________________
 DO6360  GEOID HEIGHT    -        -24.826 (meters)                     GEOID18
 DO6360  DYNAMIC HEIGHT  -          4.933 (meters)       16.18  (feet) COMP
 DO6360  MODELED GRAVITY -    979,057.1   (mgal)                       NAVD 88
 DO6360
 DO6360  VERT ORDER      -  FIRST     CLASS II
 DO6360
 DO6360.The horizontal coordinates were established by autonomous hand held GPS
 DO6360.observations and have an estimated accuracy of +/- 10 meters.
 DO6360
 DO6360.The orthometric height was determined by differential leveling and
 DO6360.adjusted by the NATIONAL GEODETIC SURVEY
 DO6360.in May 2013.
 DO6360
 DO6360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6360.GEOID18 height accuracy estimate available here.
 DO6360
 DO6360.Click photographs - Photos may exist for this station.
 DO6360
 DO6360.The dynamic height is computed by dividing the NAVD 88
 DO6360.geopotential number by the normal gravity value computed on the
 DO6360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6360.degrees latitude (g = 980.6199 gals.).
 DO6360
 DO6360.The modeled gravity was interpolated from observed gravity values.
 DO6360
 DO6360;                    North         East    Units  Estimated Accuracy
 DO6360;SPC FL E     -   223,881.      211,872.      MT  (+/- 10 meters HH2 GPS)
 DO6360
 DO6360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK1186714936(NAD 83)
 DO6360
 DO6360                          SUPERSEDED SURVEY CONTROL
 DO6360
 DO6360.No superseded survey control is available for this station.
 DO6360
 DO6360_MARKER: DD = SURVEY DISK
 DO6360_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO6360_SP_SET: SIDEWALK STEP
 DO6360_STAMPING: B.M. 354 B 1997
 DO6360_MARK LOGO: SFLWMD
 DO6360_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO6360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO6360+STABILITY: SURFACE MOTION
 DO6360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6360+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2009
 DO6360
 DO6360  HISTORY     - Date     Condition        Report By
 DO6360  HISTORY     - 1997     MONUMENTED       SFLWMD
 DO6360  HISTORY     - 20090416 GOOD             FLDEP
 DO6360
 DO6360                          STATION DESCRIPTION
 DO6360
 DO6360'DESCRIBED BY FL DEPT OF ENV PRO 2009 (JLM)
 DO6360'THE MARK IS ABOUT 26.3 MI (42.3 KM) SOUTH-SOUTHWEST OF BELLE GLADE,
 DO6360'23.7 MI (38.1 KM) SOUTH OF LAKE HARBOR, 20.5 MI (33.0 KM)
 DO6360'SOUTH-SOUTHWEST OF OKEELANTA, IN SECTION 35, TOWNSHIP 47 SOUTH, RANGE
 DO6360'34 EAST.
 DO6360'
 DO6360'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 (EXIT 49)
 DO6360'UNDER PASS AND SNAKE ROAD (JOSIE BILLIE HIGHWAY COUNTY ROAD 833) NEAR
 DO6360'ANDYTOWN, GO NORTH ON SNAKE ROAD (JOSIE BILLIE HIGHWAY COUNTY ROAD
 DO6360'833) FOR 11.05 MI (17.8 KM) TO THE JUNCTION OF HUFF BRIDGE ROAD ON THE
 DO6360'RIGHT (A LIME STONE ROAD LEADING NORTH).  TURN RIGHT ON HUFF BRIDGE
 DO6360'ROAD AND GO NORTH FOR 2.85 MI (4.6 KM) TO A 90 DEGREE TURN RIGHT AND
 DO6360'PUMP HOUSE STRUCTURE NUMBER G-409 ON THE RIGHT.  CONTINUE EAST ON THE
 DO6360'LIME STONE ROAD FOR 0.1 MI (0.2 KM) TO THE EAST END OF A SMALL WOODEN
 DO6360'BRIDGE.  CONTINUE EAST ON THE LIME STONE ROAD FOR ABOUT 75.0 FT (22.9
 DO6360'M) TO THE JUNCTION OF LEVEE ROAD L-3 ON THE LEFT.  TURN LEFT ON LEVEE
 DO6360'ROAD L-3 AND GO NORTHWEST FOR 0.1 MI (0.2 KM) TO THE SOUTHEAST END OF
 DO6360'A BRIDGE.  CONTINUE NORTHWEST ON LEVEE ROAD L-3 FOR 0.05 MI (0.1 KM)
 DO6360'TO THE JUNCTION OF A LEVEE ROAD ON THE RIGHT LEADING EAST AND THEN
 DO6360'NORTH.  TURN RIGHT ON THE LEVEE ROAD ON THE WEST SIDE OF THE CANAL
 DO6360'LEADING NORTH ALONG THE PALM BEACH HENDRY COUNTY LINE AND GO EAST AND
 DO6360'THEN NORTH FOR 1.6 MI (2.6 KM) TO FLOOD CONTROL STRUCTURE G-354B ON
 DO6360'THE LEFT AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE
 DO6360'SIDEWALK STEP OF FLOOD CONTROL STRUCTURE G-354B AND ABOUT 2.2 FT (0.7
 DO6360'M) BELOW THE LEVEL OF THE LEVEE ROAD.
 DO6360'
 DO6360'LOCATED 40.5 FT (12.3 M) SOUTH-SOUTHEAST OF SURVEY MARK G 354B DEP
 DO6360'2009, 18.7 FT (5.7 M) EAST OF THE FLOOD CONTROL STRUCTURE, 15.6 FT
 DO6360'(4.8 M) WEST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 1.7
 DO6360'FT (0.5 M) WEST OF THE EAST END OF THE STRUCTURE.    NOTE FOR KEY TO
 DO6360'ALL LOCKED GATES, CONTACT SOUTH FLORIDA WATER MANAGEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO6358 ***********************************************************************
 DO6358  DESIGNATION -  354 C
 DO6358  PID         -  DO6358
 DO6358  STATE/COUNTY-  FL/HENDRY
 DO6358  COUNTRY     -  US
 DO6358  USGS QUAD   -  GODDENS STRAND (2018)
 DO6358
 DO6358                         *CURRENT SURVEY CONTROL
 DO6358  ______________________________________________________________________
 DO6358* NAD 83(1986) POSITION- 26 20 59.9    (N) 080 52 51.5    (W)   HD_HELD2
 DO6358* NAVD 88 ORTHO HEIGHT -     4.944 (meters)       16.22  (feet) ADJUSTED
 DO6358  ______________________________________________________________________
 DO6358  GEOID HEIGHT    -        -24.826 (meters)                     GEOID18
 DO6358  DYNAMIC HEIGHT  -          4.936 (meters)       16.19  (feet) COMP
 DO6358  MODELED GRAVITY -    979,056.6   (mgal)                       NAVD 88
 DO6358
 DO6358  VERT ORDER      -  FIRST     CLASS II
 DO6358
 DO6358.The horizontal coordinates were established by autonomous hand held GPS
 DO6358.observations and have an estimated accuracy of +/- 10 meters.
 DO6358
 DO6358.The orthometric height was determined by differential leveling and
 DO6358.adjusted by the NATIONAL GEODETIC SURVEY
 DO6358.in May 2013.
 DO6358
 DO6358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6358.GEOID18 height accuracy estimate available here.
 DO6358
 DO6358.Click photographs - Photos may exist for this station.
 DO6358
 DO6358.The dynamic height is computed by dividing the NAVD 88
 DO6358.geopotential number by the normal gravity value computed on the
 DO6358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6358.degrees latitude (g = 980.6199 gals.).
 DO6358
 DO6358.The modeled gravity was interpolated from observed gravity values.
 DO6358
 DO6358;                    North         East    Units  Estimated Accuracy
 DO6358;SPC FL E     -   223,392.      211,881.      MT  (+/- 10 meters HH2 GPS)
 DO6358
 DO6358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK1187614447(NAD 83)
 DO6358
 DO6358                          SUPERSEDED SURVEY CONTROL
 DO6358
 DO6358.No superseded survey control is available for this station.
 DO6358
 DO6358_MARKER: DD = SURVEY DISK
 DO6358_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO6358_SP_SET: WALKWAY STEP
 DO6358_STAMPING: B.M. 354 C 1997
 DO6358_MARK LOGO: SFLWMD
 DO6358_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO6358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO6358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO6358+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2009
 DO6358
 DO6358  HISTORY     - Date     Condition        Report By
 DO6358  HISTORY     - 1997     MONUMENTED       SFLWMD
 DO6358  HISTORY     - 20090416 GOOD             FLDEP
 DO6358
 DO6358                          STATION DESCRIPTION
 DO6358
 DO6358'DESCRIBED BY FL DEPT OF ENV PRO 2009 (JLM)
 DO6358'THE MARK IS ABOUT 26.5 MI (42.6 KM) SOUTH-SOUTHWEST OF BELLE GLADE,
 DO6358'24.0 MI (38.6 KM) SOUTH OF LAKE HARBOR, 20.7 MI (33.3 KM)
 DO6358'SOUTH-SOUTHWEST OF OKEELANTA, IN SECTION 36, TOWNSHIP 47 SOUTH, RANGE
 DO6358'34 EAST.
 DO6358'
 DO6358'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 (EXIT 49)
 DO6358'UNDER PASS AND SNAKE ROAD (JOSIE BILLIE HIGHWAY COUNTY ROAD 833) NEAR
 DO6358'ANDYTOWN, GO NORTH ON SNAKE ROAD (JOSIE BILLIE HIGHWAY COUNTY ROAD
 DO6358'833) FOR 11.05 MI (17.8 KM) TO THE JUNCTION OF HUFF BRIDGE ROAD ON THE
 DO6358'RIGHT (A LIME STONE ROAD LEADING NORTH).  TURN RIGHT ON HUFF BRIDGE
 DO6358'ROAD AND GO NORTH FOR 2.85 MI (4.6 KM) TO A 90 DEGREE TURN RIGHT AND
 DO6358'PUMP HOUSE STRUCTURE NUMBER G-409 ON THE RIGHT.  CONTINUE EAST ON THE
 DO6358'LIME STONE ROAD FOR 0.1 MI (0.2 KM) TO THE EAST END OF A SMALL WOODEN
 DO6358'BRIDGE.  CONTINUE EAST ON THE LIME STONE ROAD FOR ABOUT 75.0 FT (22.9
 DO6358'M) TO THE JUNCTION OF LEVEE ROAD L-3 ON THE LEFT.  TURN LEFT ON LEVEE
 DO6358'ROAD L-3 AND GO NORTHWEST FOR 0.1 MI (0.2 KM) TO THE SOUTHEAST END OF
 DO6358'A BRIDGE.  CONTINUE NORTHWEST ON LEVEE ROAD L-3 FOR 0.05 MI (0.1 KM)
 DO6358'TO THE JUNCTION OF A LEVEE ROAD ON THE RIGHT LEADING EAST AND THEN
 DO6358'NORTH.  TURN RIGHT ON THE LEVEE ROAD ON THE WEST SIDE OF THE CANAL
 DO6358'LEADING NORTH ALONG THE PALM BEACH HENDRY COUNTY LINE AND GO EAST AND
 DO6358'THEN NORTH FOR 1.3 MI (2.1 KM) TO FLOOD CONTROL STRUCTURE G-393C ON
 DO6358'THE LEFT AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE WALKWAY
 DO6358'STEP OF FLOOD CONTROL STRUCTURE G-393C AND ABOUT 1.8 FT (0.5 M) BELOW
 DO6358'THE LEVEL OF THE LEVEE ROAD.
 DO6358'
 DO6358'LOCATED 131.8 FT (40.2 M) SOUTH-SOUTHEAST OF SURVEY MARK G 354C DEP
 DO6358'2009, 18.5 FT (5.6 M) EAST OF STRUCTURE G-393C, 16.1 FT (4.9 M) WEST
 DO6358'OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 2.1 FT (0.6 M)
 DO6358'NORTH OF THE SOUTHEAST CORNER OF THE STRUCTURE.    NOTE FOR KEY TO ALL
 DO6358'LOCKED GATES, CONTACT SOUTH FLORIDA WATER MANAGEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0212 ***********************************************************************
 AG0212  DESIGNATION -  355
 AG0212  PID         -  AG0212
 AG0212  STATE/COUNTY-  FL/PINELLAS
 AG0212  COUNTRY     -  US
 AG0212  USGS QUAD   -  CLEARWATER (2018)
 AG0212
 AG0212                         *CURRENT SURVEY CONTROL
 AG0212  ______________________________________________________________________
 AG0212* NAD 83(1986) POSITION- 27 56 55.     (N) 082 47 47.     (W)   SCALED
 AG0212* NAVD 88 ORTHO HEIGHT -    14.625 (meters)       47.98  (feet) ADJUSTED
 AG0212  ______________________________________________________________________
 AG0212  GEOID HEIGHT    -        -24.620 (meters)                     GEOID18
 AG0212  DYNAMIC HEIGHT  -         14.604 (meters)       47.91  (feet) COMP
 AG0212  MODELED GRAVITY -    979,188.1   (mgal)                       NAVD 88
 AG0212
 AG0212  VERT ORDER      -  SECOND    CLASS II
 AG0212
 AG0212.The horizontal coordinates were scaled from a map and have
 AG0212.an estimated accuracy of +/- 6 seconds.
 AG0212
 AG0212.The orthometric height was determined by differential leveling and
 AG0212.adjusted by the NATIONAL GEODETIC SURVEY
 AG0212.in June 1991.
 AG0212
 AG0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0212.GEOID18 height accuracy estimate available here.
 AG0212
 AG0212.Click photographs - Photos may exist for this station.
 AG0212
 AG0212.The dynamic height is computed by dividing the NAVD 88
 AG0212.geopotential number by the normal gravity value computed on the
 AG0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0212.degrees latitude (g = 980.6199 gals.).
 AG0212
 AG0212.The modeled gravity was interpolated from observed gravity values.
 AG0212
 AG0212;                    North         East    Units  Estimated Accuracy
 AG0212;SPC FL W     -   400,770.      121,630.      MT  (+/- 180 meters Scaled)
 AG0212
 AG0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL232928(NAD 83)
 AG0212
 AG0212                          SUPERSEDED SURVEY CONTROL
 AG0212
 AG0212  NGVD 29 (??/??/92)   14.888  (m)           48.85   (f) ADJ UNCH    2 2
 AG0212
 AG0212.Superseded values are not recommended for survey control.
 AG0212
 AG0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0212.See file dsdata.pdf to determine how the superseded data were derived.
 AG0212
 AG0212_MARKER: DD = SURVEY DISK
 AG0212_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0212_SP_SET: INLET
 AG0212_STAMPING: 355
 AG0212_MARK LOGO: FLHD
 AG0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0212+STABILITY: SURFACE MOTION
 AG0212
 AG0212  HISTORY     - Date     Condition        Report By
 AG0212  HISTORY     - UNK      MONUMENTED       FLHD
 AG0212  HISTORY     - 1976     GOOD             NGS
 AG0212
 AG0212                          STATION DESCRIPTION
 AG0212
 AG0212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0212'IN CLEARWATER.
 AG0212'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT HWY. 19 (S. FT.
 AG0212'HARRISON AVE.) AND S.R. 60 (CLEVELAND ST.).  RUN SOUTHERLY ON U.S. ALT
 AG0212'HWY. 19 FOR 0.30 MILES TO THE INTERSECTION OF CHESNUT ST. TURN LEFT
 AG0212'AND RUN EASTERLY ON CHESNUT ST. FOR 0.25 MILES TO THE INTERSECTION OF
 AG0212'MYRTLE AVE.  TURN RIGHT AND RUN SOUTHERLY ON MYRTLE AVE. FOR 0.80
 AG0212'MILES.  STATION ON LEFT, 23.0 FT. EAST OF THE CENTERLINE OF MYRTLE
 AG0212'AVE., 252.7 FT. NORTH OF THE CENTERLINE OF LAKEVIEW ST., 12.4 FT. N.W.
 AG0212'OF A POWER AND LIGHT POLE (NUMBER 6A-10849). SET IN THE TOP OF A
 AG0212'CONCRETE INLET.  SECTION 22, T29S, R15E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0213 ***********************************************************************
 AG0213  DESIGNATION -  356
 AG0213  PID         -  AG0213
 AG0213  STATE/COUNTY-  FL/PINELLAS
 AG0213  COUNTRY     -  US
 AG0213  USGS QUAD   -  CLEARWATER (2018)
 AG0213
 AG0213                         *CURRENT SURVEY CONTROL
 AG0213  ______________________________________________________________________
 AG0213* NAD 83(1986) POSITION- 27 59 01.     (N) 082 45 47.     (W)   SCALED
 AG0213* NAVD 88 ORTHO HEIGHT -    19.560 (meters)       64.17  (feet) ADJUSTED
 AG0213  ______________________________________________________________________
 AG0213  GEOID HEIGHT    -        -24.731 (meters)                     GEOID18
 AG0213  DYNAMIC HEIGHT  -         19.531 (meters)       64.08  (feet) COMP
 AG0213  MODELED GRAVITY -    979,188.9   (mgal)                       NAVD 88
 AG0213
 AG0213  VERT ORDER      -  SECOND    CLASS II
 AG0213
 AG0213.The horizontal coordinates were scaled from a map and have
 AG0213.an estimated accuracy of +/- 6 seconds.
 AG0213
 AG0213.The orthometric height was determined by differential leveling and
 AG0213.adjusted by the NATIONAL GEODETIC SURVEY
 AG0213.in June 1991.
 AG0213
 AG0213.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0213.GEOID18 height accuracy estimate available here.
 AG0213
 AG0213.Click photographs - Photos may exist for this station.
 AG0213
 AG0213.The dynamic height is computed by dividing the NAVD 88
 AG0213.geopotential number by the normal gravity value computed on the
 AG0213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0213.degrees latitude (g = 980.6199 gals.).
 AG0213
 AG0213.The modeled gravity was interpolated from observed gravity values.
 AG0213
 AG0213;                    North         East    Units  Estimated Accuracy
 AG0213;SPC FL W     -   404,630.      124,940.      MT  (+/- 180 meters Scaled)
 AG0213
 AG0213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL266966(NAD 83)
 AG0213
 AG0213                          SUPERSEDED SURVEY CONTROL
 AG0213
 AG0213  NGVD 29 (??/??/92)   19.821  (m)           65.03   (f) ADJ UNCH    2 2
 AG0213
 AG0213.Superseded values are not recommended for survey control.
 AG0213
 AG0213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0213.See file dsdata.pdf to determine how the superseded data were derived.
 AG0213
 AG0213_MARKER: DD = SURVEY DISK
 AG0213_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AG0213_STAMPING: 356
 AG0213_MARK LOGO: FLHD
 AG0213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0213
 AG0213  HISTORY     - Date     Condition        Report By
 AG0213  HISTORY     - UNK      MONUMENTED       FLHD
 AG0213  HISTORY     - 1976     GOOD             NGS
 AG0213
 AG0213                          STATION DESCRIPTION
 AG0213
 AG0213'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0213'IN CLEARWATER.
 AG0213'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0213'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0213'588 FOR 2.05 MILES TO THE INTERSECTION OF KEENE RD.  TURN RIGHT AND
 AG0213'RUN SOUTHERLY ON KEENE RD. FOR .40 MILE.  STATION ON RIGHT 44.9 FT.
 AG0213'WEST OF THE EXTENDED CENTERLINE OF KEENE RD., 51.4 FT. NORTH OF THE
 AG0213'CENTERLINE OF RAILROAD TRACKS, 99.9 FT. EAST OF THE S.W. CORNER OF A 6
 AG0213'FT. HIGH CHAIN LINK FENCE 97.8 FT. S.W. OF A POWER POLE (NUMBER
 AG0213'6A-1198S R).  SET IN THE TOP OF A 1.5X2.5 CONCRETE POST THAT IS 1 FOOT
 AG0213'BELOW THE LEVEL OF THE RAILROAD TRACKS.  SECTION 2, T 29, R 15.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0214 ***********************************************************************
 AG0214  DESIGNATION -  357
 AG0214  PID         -  AG0214
 AG0214  STATE/COUNTY-  FL/PINELLAS
 AG0214  COUNTRY     -  US
 AG0214  USGS QUAD   -  CLEARWATER (2018)
 AG0214
 AG0214                         *CURRENT SURVEY CONTROL
 AG0214  ______________________________________________________________________
 AG0214* NAD 83(1986) POSITION- 27 59 25.     (N) 082 45 47.     (W)   SCALED
 AG0214* NAVD 88 ORTHO HEIGHT -    15.906 (meters)       52.18  (feet) ADJUSTED
 AG0214  ______________________________________________________________________
 AG0214  GEOID HEIGHT    -        -24.744 (meters)                     GEOID18
 AG0214  DYNAMIC HEIGHT  -         15.883 (meters)       52.11  (feet) COMP
 AG0214  MODELED GRAVITY -    979,189.1   (mgal)                       NAVD 88
 AG0214
 AG0214  VERT ORDER      -  SECOND    CLASS II
 AG0214
 AG0214.The horizontal coordinates were scaled from a map and have
 AG0214.an estimated accuracy of +/- 6 seconds.
 AG0214
 AG0214.The orthometric height was determined by differential leveling and
 AG0214.adjusted by the NATIONAL GEODETIC SURVEY
 AG0214.in June 1991.
 AG0214
 AG0214.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0214.GEOID18 height accuracy estimate available here.
 AG0214
 AG0214.Click photographs - Photos may exist for this station.
 AG0214
 AG0214.The dynamic height is computed by dividing the NAVD 88
 AG0214.geopotential number by the normal gravity value computed on the
 AG0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0214.degrees latitude (g = 980.6199 gals.).
 AG0214
 AG0214.The modeled gravity was interpolated from observed gravity values.
 AG0214
 AG0214;                    North         East    Units  Estimated Accuracy
 AG0214;SPC FL W     -   405,370.      124,940.      MT  (+/- 180 meters Scaled)
 AG0214
 AG0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL266973(NAD 83)
 AG0214
 AG0214                          SUPERSEDED SURVEY CONTROL
 AG0214
 AG0214  NGVD 29 (??/??/92)   16.168  (m)           53.04   (f) ADJ UNCH    2 2
 AG0214
 AG0214.Superseded values are not recommended for survey control.
 AG0214
 AG0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0214.See file dsdata.pdf to determine how the superseded data were derived.
 AG0214
 AG0214_MARKER: DD = SURVEY DISK
 AG0214_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0214_SP_SET: CULVERT HEADWALL
 AG0214_STAMPING: 357
 AG0214_MARK LOGO: FLHD
 AG0214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0214+STABILITY: SURFACE MOTION
 AG0214
 AG0214  HISTORY     - Date     Condition        Report By
 AG0214  HISTORY     - UNK      MONUMENTED       FLHD
 AG0214  HISTORY     - 1976     GOOD             NGS
 AG0214  HISTORY     - 20220219 MARK NOT FOUND   GEOCAC
 AG0214
 AG0214                          STATION DESCRIPTION
 AG0214
 AG0214'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0214'IN CLEARWATER.
 AG0214'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0214'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0214'588 FOR 2.15 MILES STATION ON RIGHT, 30.4 FT. SOUTH OF THE CENTERLINE
 AG0214'OF SUNSET POINT RD., 83.3 FT. WEST OF A POWER AND LIGHT POLE (NUMBER
 AG0214'6A-25931-R).  SET IN THE TOP OF A CONCRETE HEADWALL. SECTION 1, T 29,
 AG0214'R 15.
 AG0214
 AG0214                          STATION RECOVERY (2022)
 AG0214
 AG0214'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AG0214'THE HEADWALL HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0215 ***********************************************************************
 AG0215  DESIGNATION -  358
 AG0215  PID         -  AG0215
 AG0215  STATE/COUNTY-  FL/PINELLAS
 AG0215  COUNTRY     -  US
 AG0215  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0215
 AG0215                         *CURRENT SURVEY CONTROL
 AG0215  ______________________________________________________________________
 AG0215* NAD 83(1986) POSITION- 27 59 25.     (N) 082 44 05.     (W)   SCALED
 AG0215* NAVD 88 ORTHO HEIGHT -    21.379 (meters)       70.14  (feet) ADJUSTED
 AG0215  ______________________________________________________________________
 AG0215  GEOID HEIGHT    -        -24.782 (meters)                     GEOID18
 AG0215  DYNAMIC HEIGHT  -         21.348 (meters)       70.04  (feet) COMP
 AG0215  MODELED GRAVITY -    979,188.8   (mgal)                       NAVD 88
 AG0215
 AG0215  VERT ORDER      -  SECOND    CLASS II
 AG0215
 AG0215.The horizontal coordinates were scaled from a map and have
 AG0215.an estimated accuracy of +/- 6 seconds.
 AG0215
 AG0215.The orthometric height was determined by differential leveling and
 AG0215.adjusted by the NATIONAL GEODETIC SURVEY
 AG0215.in June 1991.
 AG0215
 AG0215.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0215.GEOID18 height accuracy estimate available here.
 AG0215
 AG0215.Click photographs - Photos may exist for this station.
 AG0215
 AG0215.The dynamic height is computed by dividing the NAVD 88
 AG0215.geopotential number by the normal gravity value computed on the
 AG0215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0215.degrees latitude (g = 980.6199 gals.).
 AG0215
 AG0215.The modeled gravity was interpolated from observed gravity values.
 AG0215
 AG0215;                    North         East    Units  Estimated Accuracy
 AG0215;SPC FL W     -   405,350.      127,730.      MT  (+/- 180 meters Scaled)
 AG0215
 AG0215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL294973(NAD 83)
 AG0215
 AG0215                          SUPERSEDED SURVEY CONTROL
 AG0215
 AG0215  NGVD 29 (??/??/92)   21.640  (m)           71.00   (f) ADJ UNCH    2 2
 AG0215
 AG0215.Superseded values are not recommended for survey control.
 AG0215
 AG0215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0215.See file dsdata.pdf to determine how the superseded data were derived.
 AG0215
 AG0215_MARKER: DD = SURVEY DISK
 AG0215_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0215_SP_SET: CULVERT HEADWALL
 AG0215_STAMPING: 358
 AG0215_MARK LOGO: FLHD
 AG0215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0215+STABILITY: SURFACE MOTION
 AG0215
 AG0215  HISTORY     - Date     Condition        Report By
 AG0215  HISTORY     - UNK      MONUMENTED       FLHD
 AG0215  HISTORY     - 1976     GOOD             NGS
 AG0215  HISTORY     - 20220219 MARK NOT FOUND   GEOCAC
 AG0215
 AG0215                          STATION DESCRIPTION
 AG0215
 AG0215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0215'IN CLEARWATER.
 AG0215'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19
 AG0215'(EDGEWATER DR.) AND S.R. 588 (SUNSET POINT RD.).  RUN EASTERLY ON S.R.
 AG0215'588 FOR 3.90 MILES.  STATION ON RIGHT, 44.8 FT. SOUTH OF THE
 AG0215'CENTERLINE OF SUNSET POINT RD., 137.6 FT. EAST OF THE EXTENDED
 AG0215'CENTERLINE OF E. SKYLINE DR.  SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0215'SECTION 6, T 29, R 16.
 AG0215
 AG0215                          STATION RECOVERY (2022)
 AG0215
 AG0215'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AG0215'THE HEADWALL HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0100 ***********************************************************************
 AL0100  DESIGNATION -  359
 AL0100  PID         -  AL0100
 AL0100  STATE/COUNTY-  FL/PINELLAS
 AL0100  COUNTRY     -  US
 AL0100  USGS QUAD   -  OLDSMAR (2018)
 AL0100
 AL0100                         *CURRENT SURVEY CONTROL
 AL0100  ______________________________________________________________________
 AL0100* NAD 83(1986) POSITION- 28 04 01.     (N) 082 43 35.     (W)   SCALED
 AL0100* NAVD 88 ORTHO HEIGHT -     9.596 (meters)       31.48  (feet) ADJUSTED
 AL0100  ______________________________________________________________________
 AL0100  GEOID HEIGHT    -        -24.950 (meters)                     GEOID18
 AL0100  DYNAMIC HEIGHT  -          9.582 (meters)       31.44  (feet) COMP
 AL0100  MODELED GRAVITY -    979,189.5   (mgal)                       NAVD 88
 AL0100
 AL0100  VERT ORDER      -  SECOND    CLASS II
 AL0100
 AL0100.The horizontal coordinates were scaled from a map and have
 AL0100.an estimated accuracy of +/- 6 seconds.
 AL0100
 AL0100.The orthometric height was determined by differential leveling and
 AL0100.adjusted by the NATIONAL GEODETIC SURVEY
 AL0100.in June 1991.
 AL0100
 AL0100.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0100.GEOID18 height accuracy estimate available here.
 AL0100
 AL0100.Click photographs - Photos may exist for this station.
 AL0100
 AL0100.The dynamic height is computed by dividing the NAVD 88
 AL0100.geopotential number by the normal gravity value computed on the
 AL0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0100.degrees latitude (g = 980.6199 gals.).
 AL0100
 AL0100.The modeled gravity was interpolated from observed gravity values.
 AL0100
 AL0100;                    North         East    Units  Estimated Accuracy
 AL0100;SPC FL W     -   413,840.      128,600.      MT  (+/- 180 meters Scaled)
 AL0100
 AL0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM303058(NAD 83)
 AL0100
 AL0100                          SUPERSEDED SURVEY CONTROL
 AL0100
 AL0100  NGVD 29 (??/??/92)    9.855  (m)           32.33   (f) ADJ UNCH    2 2
 AL0100
 AL0100.Superseded values are not recommended for survey control.
 AL0100
 AL0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0100.See file dsdata.pdf to determine how the superseded data were derived.
 AL0100
 AL0100_MARKER: DD = SURVEY DISK
 AL0100_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0100_SP_SET: CULVERT HEADWALL
 AL0100_STAMPING: 359
 AL0100_MARK LOGO: FLSRD
 AL0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0100+STABILITY: SURFACE MOTION
 AL0100
 AL0100  HISTORY     - Date     Condition        Report By
 AL0100  HISTORY     - UNK      MONUMENTED       FLHD
 AL0100  HISTORY     - 1976     GOOD             NGS
 AL0100  HISTORY     - 1989     GOOD             USPSQD
 AL0100  HISTORY     - 1990     GOOD             USPSQD
 AL0100
 AL0100                          STATION DESCRIPTION
 AL0100
 AL0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0100'IN OZONA.
 AL0100'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-584.
 AL0100'RUN EASTERLY ON SR-584 FOR 0.85 MILES.  STATION ON RIGHT, 31.8 FT.
 AL0100'SOUTH OF THE CENTERLINE OF SR-584, 125.7 FT. W.S.W. OF A TELEPHONE
 AL0100'POLE (NUMBER 36).  SET IN THE TOP OF THE WEST END OF A CONCRETE
 AL0100'HEADWALL.  SECTION 8, T 28, R 16.
 AL0100
 AL0100                          STATION RECOVERY (1989)
 AL0100
 AL0100'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AL0100'RECOVERED IN GOOD CONDITION.
 AL0100
 AL0100                          STATION RECOVERY (1990)
 AL0100
 AL0100'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ6539 ***********************************************************************
 AJ6539  DESIGNATION -  3597
 AJ6539  PID         -  AJ6539
 AJ6539  STATE/COUNTY-  FL/HENDRY
 AJ6539  COUNTRY     -  US
 AJ6539  USGS QUAD   -  GODDENS STRAND (2018)
 AJ6539
 AJ6539                         *CURRENT SURVEY CONTROL
 AJ6539  ______________________________________________________________________
 AJ6539* NAD 83(1986) POSITION- 26 21 22.7    (N) 080 54 11.5    (W)   HD_HELD2
 AJ6539* NAVD 88 ORTHO HEIGHT -     7.200 (meters)       23.62  (feet) ADJUSTED
 AJ6539  ______________________________________________________________________
 AJ6539  GEOID HEIGHT    -        -24.823 (meters)                     GEOID18
 AJ6539  DYNAMIC HEIGHT  -          7.189 (meters)       23.59  (feet) COMP
 AJ6539  MODELED GRAVITY -    979,055.5   (mgal)                       NAVD 88
 AJ6539
 AJ6539  VERT ORDER      -  FIRST     CLASS II
 AJ6539
 AJ6539.The horizontal coordinates were established by autonomous hand held GPS
 AJ6539.observations and have an estimated accuracy of +/- 10 meters.
 AJ6539
 AJ6539.The orthometric height was determined by differential leveling and
 AJ6539.adjusted by the NATIONAL GEODETIC SURVEY
 AJ6539.in May 2013.
 AJ6539
 AJ6539.No vertical observational check was made to the station.
 AJ6539
 AJ6539.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6539.GEOID18 height accuracy estimate available here.
 AJ6539
 AJ6539.Click photographs - Photos may exist for this station.
 AJ6539
 AJ6539.The dynamic height is computed by dividing the NAVD 88
 AJ6539.geopotential number by the normal gravity value computed on the
 AJ6539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6539.degrees latitude (g = 980.6199 gals.).
 AJ6539
 AJ6539.The modeled gravity was interpolated from observed gravity values.
 AJ6539
 AJ6539;                    North         East    Units  Estimated Accuracy
 AJ6539;SPC FL E     -   224,092.      209,662.      MT  (+/- 10 meters HH2 GPS)
 AJ6539
 AJ6539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK0965815147(NAD 83)
 AJ6539
 AJ6539                          SUPERSEDED SURVEY CONTROL
 AJ6539
 AJ6539  NAVD 88 (12/11/01)    7.207  (m)           23.65   (f) SUPERSEDED  1 2
 AJ6539
 AJ6539.Superseded values are not recommended for survey control.
 AJ6539
 AJ6539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ6539.See file dsdata.pdf to determine how the superseded data were derived.
 AJ6539
 AJ6539_MARKER: DD = SURVEY DISK
 AJ6539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ6539_STAMPING: DEP 3597 2001
 AJ6539_MARK LOGO: FLDEP
 AJ6539_PROJECTION: RECESSED 5 CENTIMETERS
 AJ6539_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ6539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6539+STABILITY: SURFACE MOTION
 AJ6539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6539+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2009
 AJ6539
 AJ6539  HISTORY     - Date     Condition        Report By
 AJ6539  HISTORY     - 2001     MONUMENTED       FLDEP
 AJ6539  HISTORY     - 20030503 GOOD             DENI
 AJ6539  HISTORY     - 20090415 GOOD             FLDEP
 AJ6539
 AJ6539                          STATION DESCRIPTION
 AJ6539
 AJ6539'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ6539'THE MARK IS ABOUT 26.0 MI (41.8 KM) SOUTH-SOUTHWEST OF BELLE GLADE,
 AJ6539'16.8 MI (27.0 KM) NORTHEAST OF SNAKE ROAD (I-75 EXIT 14) , IN SECTION
 AJ6539'35, TOWNSHIP 47 SOUTH, RANGE 34 EAST. TO REACH THE MARK FROM THE
 AJ6539'JUNCTION OF SNAKE ROAD (GOVERNMENT ROAD) AND INTERSTATE HIGHWAY 75
 AJ6539'(EXIT 14) NEAR ANDYTOWN, GO NORTH ON SNAKE ROAD (GOVERNMENT ROAD) FOR
 AJ6539'10.25 MI (16.50 KM) TO THE BROWARD COUNTY LINE, CONTINUE WESTERLY ON
 AJ6539'SNAKE ROAD (GOVERNMENT ROAD) FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF A
 AJ6539'LIME STONE ROAD AND A PUMP HOUSE ON THE RIGHT, TURN RIGHT ON THE LIME
 AJ6539'STONE ROAD AND GO NORTH THEN EAST FOR 1.9 MI (3.1 KM) TO A 90 DEGREE
 AJ6539'TURN LEFT, CONTINUE NORTH ON THE LIME STONE ROAD FOR 1.05 MI (1.69 KM)
 AJ6539'TO ANOTHER 90 DEGREE TURN RIGHT AND A PUMP HOUSE STRUCTURE NUMBER
 AJ6539'G-409 ON THE RIGHT, CONTINUE EAST ON THE LIME STONE ROAD CROSSING OVER
 AJ6539'A SMALL BRIDGE FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF LEVEE ROAD 3
 AJ6539'(NORTHWESTERLY) AND LEVEE ROAD 4 (SOUTHEASTERLY) , TURN LEFT ON LEVEE
 AJ6539'ROAD 3 AND GO NORHTWESTERLY FOR 2.2 MI (3.5 KM) TO A TURNOUT AND THE
 AJ6539'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT IN THE
 AJ6539'APPROXIMATE CENTER OF THE TURNOUT RECESSED 0.2 FT (6.1 CM) BELOW THE
 AJ6539'LEVEL OF THE GROUND AND BELOW THE LEVEL OF THE LEVEE ROAD. LOCATED
 AJ6539'51.5 FT (15.7 M) SOUTHEAST OF THE APPROXIMATE NORTH END OF THE
 AJ6539'TURNOUT, 47.0 FT (14.3 M) NORHTWEST OF THE APPROXIMATE SOUTH END OF
 AJ6539'THE TURNOUT, 17.3 FT (5.3 M) NORTHEAST OF THE APPROXIMATE CENTERLINE
 AJ6539'OF THE LEVEE ROAD, 6.8 FT (2.1 M) SOUTHWEST OF A CARSONITE WITNESS
 AJ6539'POST AND 1.5 FT (0.5 M) SOUTHEAST OF A ROUND CONCRETE POST INBEDED IN
 AJ6539'THE GROUND (SURVEY DISK HEN-11 1983 (DISK REMOVED) . NOTE FOR KEY
 AJ6539'CONTACT SOUTH FLORIDA WATER MANAGEMENT, REGIONAL DIRECTOR, CLEWISTON
 AJ6539'FIELD STATION, PHONE NUMBER 813-983-1431 AND MICCOSUKEE ADMINISTRATION
 AJ6539'OFFICE COMPLEX, PHONE NUMBER 305-223-8380.
 AJ6539
 AJ6539                          STATION RECOVERY (2003)
 AJ6539
 AJ6539'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (BRH)
 AJ6539'MARK FOUND IN GOOD CONDITION. ONLY DESCRIPTION CHANGE IS THAT THE
 AJ6539'CARSONITE WITNESS POST HAS BEEN DESTROYED BY MOWERS.
 AJ6539
 AJ6539                          STATION RECOVERY (2009)
 AJ6539
 AJ6539'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 AJ6539'RECOVERED IN GOOD CONDITION.
 AJ6539'
 AJ6539'NOTE-ADDITION, 0.9 FT (27 CM) SOUTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2712 ***********************************************************************
 AD2712  DESIGNATION -  36
 AD2712  PID         -  AD2712
 AD2712  STATE/COUNTY-  FL/PALM BEACH
 AD2712  COUNTRY     -  US
 AD2712  USGS QUAD   -  LAKE WORTH (2018)
 AD2712
 AD2712                         *CURRENT SURVEY CONTROL
 AD2712  ______________________________________________________________________
 AD2712* NAD 83(1986) POSITION- 26 32 42.     (N) 080 02 36.     (W)   SCALED
 AD2712* NAVD 88 ORTHO HEIGHT -     6.674 (meters)       21.90  (feet) ADJUSTED
 AD2712  ______________________________________________________________________
 AD2712  GEOID HEIGHT    -        -26.266 (meters)                     GEOID18
 AD2712  DYNAMIC HEIGHT  -          6.664 (meters)       21.86  (feet) COMP
 AD2712  MODELED GRAVITY -    979,103.2   (mgal)                       NAVD 88
 AD2712
 AD2712  VERT ORDER      -  SECOND    CLASS 0
 AD2712
 AD2712.The horizontal coordinates were scaled from a map and have
 AD2712.an estimated accuracy of +/- 6 seconds.
 AD2712
 AD2712.The orthometric height was determined by differential leveling and
 AD2712.adjusted by the NATIONAL GEODETIC SURVEY
 AD2712.in June 1991.
 AD2712
 AD2712.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2712.GEOID18 height accuracy estimate available here.
 AD2712
 AD2712.Click photographs - Photos may exist for this station.
 AD2712
 AD2712.The dynamic height is computed by dividing the NAVD 88
 AD2712.geopotential number by the normal gravity value computed on the
 AD2712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2712.degrees latitude (g = 980.6199 gals.).
 AD2712
 AD2712.The modeled gravity was interpolated from observed gravity values.
 AD2712
 AD2712;                    North         East    Units  Estimated Accuracy
 AD2712;SPC FL E     -   245,350.      295,330.      MT  (+/- 180 meters Scaled)
 AD2712
 AD2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK952363(NAD 83)
 AD2712
 AD2712                          SUPERSEDED SURVEY CONTROL
 AD2712
 AD2712  NGVD 29 (??/??/92)    7.146  (m)           23.44   (f) ADJ UNCH    2 0
 AD2712
 AD2712.Superseded values are not recommended for survey control.
 AD2712
 AD2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2712.See file dsdata.pdf to determine how the superseded data were derived.
 AD2712
 AD2712_MARKER: DD = SURVEY DISK
 AD2712_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2712_SP_SET: SIDEWALK
 AD2712_STAMPING: 36
 AD2712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2712
 AD2712  HISTORY     - Date     Condition        Report By
 AD2712  HISTORY     - UNK      MONUMENTED       FL-099
 AD2712  HISTORY     - 1970     GOOD             NGS
 AD2712  HISTORY     - 1973     GOOD             NGS
 AD2712  HISTORY     - 1983     MARK NOT FOUND   LOCSUR
 AD2712  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 AD2712  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD2712  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AD2712  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AD2712  HISTORY     - 20050209 MARK NOT FOUND   USPSQD
 AD2712  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD2712
 AD2712                          STATION DESCRIPTION
 AD2712
 AD2712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2712'1.3 MI N FROM OCEAN RIDGE.
 AD2712'ABOUT 1.3 MILES NORTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 AD2712'OF STATE HIGHWAY 804 AT OCEAN RIDGE, SET ON THE TOP OF THE
 AD2712'WEST CONCRETE SIDEWALK OF A BRIDGE OVER AN INLET, 37.6 FEET
 AD2712'SOUTHWEST OF C AND GS TRIANGULATION STATION HAULOVER DESCRIBED,
 AD2712'14 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 10.5 FEET NORTH
 AD2712'OF THE SOUTH END OF THE SIDEWALK AND 1 FOOT ABOVE THE LEVEL OF
 AD2712'THE SIDEWALK.
 AD2712
 AD2712                          STATION RECOVERY (1973)
 AD2712
 AD2712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2712'RECOVERED IN GOOD CONDITION.
 AD2712
 AD2712                          STATION RECOVERY (1983)
 AD2712
 AD2712'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AD2712'MARK NOT FOUND.
 AD2712
 AD2712                          STATION RECOVERY (1987)
 AD2712
 AD2712'RECOVERY NOTE BY US POWER SQUADRON 1987 (BJS)
 AD2712'MARK NOT FOUND.
 AD2712
 AD2712                          STATION RECOVERY (1989)
 AD2712
 AD2712'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2712'MARK NOT FOUND.
 AD2712
 AD2712                          STATION RECOVERY (2001)
 AD2712
 AD2712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD2712'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD2712
 AD2712                          STATION RECOVERY (2003)
 AD2712
 AD2712'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2712'DESCRIPTION SHOULD READ 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY INSTEAD
 AD2712'OF THE SIDEWALK.
 AD2712
 AD2712                          STATION RECOVERY (2005)
 AD2712
 AD2712'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2712'MARK NOT FOUND.
 AD2712
 AD2712                          STATION RECOVERY (2005)
 AD2712
 AD2712'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD2712'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5007 ***********************************************************************
 AK5007  DESIGNATION -  36 5 TGT O/S
 AK5007  PID         -  AK5007
 AK5007  STATE/COUNTY-  FL/BREVARD
 AK5007  COUNTRY     -  US
 AK5007  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK5007
 AK5007                         *CURRENT SURVEY CONTROL
 AK5007  ______________________________________________________________________
 AK5007* NAD 83(1986) POSITION- 28 28 04.     (N) 080 32 17.     (W)   SCALED
 AK5007* NAVD 88 ORTHO HEIGHT -     3.748 (meters)       12.30  (feet) ADJUSTED
 AK5007  ______________________________________________________________________
 AK5007  GEOID HEIGHT    -        -28.276 (meters)                     GEOID18
 AK5007  DYNAMIC HEIGHT  -          3.742 (meters)       12.28  (feet) COMP
 AK5007  MODELED GRAVITY -    979,230.9   (mgal)                       NAVD 88
 AK5007
 AK5007  VERT ORDER      -  FIRST     CLASS II
 AK5007
 AK5007.The horizontal coordinates were scaled from a map and have
 AK5007.an estimated accuracy of +/- 6 seconds.
 AK5007
 AK5007.The orthometric height was determined by differential leveling and
 AK5007.adjusted by the NATIONAL GEODETIC SURVEY
 AK5007.in June 1991.
 AK5007
 AK5007.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5007.GEOID18 height accuracy estimate available here.
 AK5007
 AK5007.Click photographs - Photos may exist for this station.
 AK5007
 AK5007.The dynamic height is computed by dividing the NAVD 88
 AK5007.geopotential number by the normal gravity value computed on the
 AK5007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5007.degrees latitude (g = 980.6199 gals.).
 AK5007
 AK5007.The modeled gravity was interpolated from observed gravity values.
 AK5007
 AK5007;                    North         East    Units  Estimated Accuracy
 AK5007;SPC FL E     -   458,130.      245,240.      MT  (+/- 180 meters Scaled)
 AK5007
 AK5007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM452491(NAD 83)
 AK5007
 AK5007                          SUPERSEDED SURVEY CONTROL
 AK5007
 AK5007  NGVD 29 (??/??/92)    4.177  (m)           13.70   (f) SUPERSEDED  1 2
 AK5007  NGVD 29 (09/01/92)    4.123  (m)           13.53   (f) ADJUSTED    1 2
 AK5007
 AK5007.Superseded values are not recommended for survey control.
 AK5007
 AK5007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5007.See file dsdata.pdf to determine how the superseded data were derived.
 AK5007
 AK5007_MARKER: DD = SURVEY DISK
 AK5007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5007_STAMPING: 36-5 O/S 1961 PAA SURVEY
 AK5007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5007+STABILITY: SURFACE MOTION
 AK5007
 AK5007  HISTORY     - Date     Condition        Report By
 AK5007  HISTORY     - UNK      MONUMENTED       PANAM
 AK5007  HISTORY     - 1976     GOOD             DOD
 AK5007
 AK5007                          STATION DESCRIPTION
 AK5007
 AK5007'DESCRIBED BY US DEPARTMENT OF DEFENSE 1976
 AK5007'IN CAPE CANAVERAL MISSILE BASE.
 AK5007'LOCATED AT COMPLEX 36 A, ON THE EAST SIDE OF A CONCRETE RAMP THAT
 AK5007'LEADS TO THE LAUNCH PAD.  54 FEET EAST OF THE EAST EDGE OF A CONCRETE
 AK5007'RAMP THAT LEADS TO THE LAUNCH PAD, 53 FEET WEST OF A FIRE HYDRANT AND
 AK5007'18 FEET SOUTH OF A METAL POWER BOX.  THE MARK IS A 5 X 5 INCH CONCRETE
 AK5007'POST, FLUSH WITH THE BLACK-TOP SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2779 ***********************************************************************
 AQ2779  DESIGNATION -  36 90 GPS 2
 AQ2779  PID         -  AQ2779
 AQ2779  STATE/COUNTY-  FL/MARION
 AQ2779  COUNTRY     -  US
 AQ2779  USGS QUAD   -  HALFMOON LAKE (2018)
 AQ2779
 AQ2779                         *CURRENT SURVEY CONTROL
 AQ2779  ______________________________________________________________________
 AQ2779* NAD 83(2011) POSITION- 29 10 19.28055(N) 081 51 33.78973(W)   ADJUSTED
 AQ2779* NAD 83(2011) ELLIP HT-    -4.472 (meters)        (06/27/12)   ADJUSTED
 AQ2779* NAD 83(2011) EPOCH   -  2010.00
 AQ2779* NAVD 88 ORTHO HEIGHT -    23.5   (meters)       77.    (feet) GPS OBS
 AQ2779  ______________________________________________________________________
 AQ2779  NAVD 88 orthometric height was determined with geoid model    GEOID90
 AQ2779  GEOID HEIGHT    -        -28.930 (meters)                     GEOID90
 AQ2779  GEOID HEIGHT    -        -28.142 (meters)                     GEOID18
 AQ2779  NAD 83(2011) X  -    789,233.464 (meters)                     COMP
 AQ2779  NAD 83(2011) Y  - -5,517,403.807 (meters)                     COMP
 AQ2779  NAD 83(2011) Z  -  3,090,561.035 (meters)                     COMP
 AQ2779  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 AQ2779
 AQ2779  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ2779  Standards:
 AQ2779         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ2779            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ2779  -------------------------------------------------------------------
 AQ2779  NETWORK    3.99   5.41           1.27   1.83   2.76      0.36764835
 AQ2779  -------------------------------------------------------------------
 AQ2779  Click here for local accuracies and other accuracy information.
 AQ2779
 AQ2779.The horizontal coordinates were established by GPS observations
 AQ2779.and adjusted by the National Geodetic Survey in June 2012.
 AQ2779
 AQ2779.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ2779.been affixed to the stable North American tectonic plate. See 
 AQ2779.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ2779
 AQ2779.The horizontal coordinates are valid at the epoch date displayed above
 AQ2779.which is a decimal equivalence of Year/Month/Day.
 AQ2779
 AQ2779.The orthometric height was determined by GPS observations and a
 AQ2779.high-resolution geoid model.
 AQ2779
 AQ2779.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2779.GEOID18 height accuracy estimate available here.
 AQ2779
 AQ2779.Click photographs - Photos may exist for this station.
 AQ2779
 AQ2779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2779
 AQ2779.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2779
 AQ2779.The ellipsoidal height was determined by GPS observations
 AQ2779.and is referenced to NAD 83.
 AQ2779
 AQ2779. The following values were computed from the NAD 83(2011) position.
 AQ2779
 AQ2779;                    North         East     Units Scale Factor Converg.
 AQ2779;SPC FL W     -   536,103.579   213,677.727   MT  0.99994348   +0 04 06.7
 AQ2779;SPC FL W     - 1,758,866.49    701,041.01   sFT  0.99994348   +0 04 06.7
 AQ2779;UTM  17      - 3,227,349.961   416,433.167   MT  0.99968617   -0 25 08.1
 AQ2779
 AQ2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2779!SPC FL W     -   1.00000070  x   0.99994348  =   0.99994418
 AQ2779!UTM  17      -   1.00000070  x   0.99968617  =   0.99968687
 AQ2779
 AQ2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN1643327349(NAD 83)
 AQ2779
 AQ2779                          SUPERSEDED SURVEY CONTROL
 AQ2779
 AQ2779  NAD 83(2007)-  29 10 19.28252(N)    081 51 33.78417(W) AD(2002.00) 0
 AQ2779  ELLIP H (02/10/07)   -4.579  (m)                       GP(2002.00)    
 AQ2779  NAD 83(1999)-  29 10 19.28267(N)    081 51 33.78430(W) AD(       ) 2
 AQ2779  ELLIP H (09/30/02)   -4.643  (m)                       GP(       ) 4 2
 AQ2779  NAD 83(1990)-  29 10 19.28075(N)    081 51 33.78343(W) AD(       ) 2
 AQ2779  ELLIP H (03/04/92)   -4.575  (m)                       GP(       ) 4 2
 AQ2779
 AQ2779.Superseded values are not recommended for survey control.
 AQ2779
 AQ2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2779.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2779
 AQ2779_MARKER: DD = SURVEY DISK
 AQ2779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2779_STAMPING: 36 90 GPS 2
 AQ2779_MARK LOGO: FLDT
 AQ2779_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2779+STABILITY: SURFACE MOTION
 AQ2779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2779+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AQ2779
 AQ2779  HISTORY     - Date     Condition        Report By
 AQ2779  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2779
 AQ2779                          STATION DESCRIPTION
 AQ2779
 AQ2779'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2779'THE STATION IS LOCATED ON THE N SIDE OF SR-40 IN THE VICINITY OF SE
 AQ2779'176TH AVE IN THE TOWN OF LYNN, FL. ABOUT 76.2 M (250.0 FT) ENE OF THE
 AQ2779'FOREST METHODIST CHURCH ON THE NORTHERLY EDGE OF THE SR-40
 AQ2779'RIGHT-OF-WAY.
 AQ2779'TO REACH THE STATION FROM THE INTERSECTION OF SE 176TH AVE IN LYNN, FL
 AQ2779'PROCEED E ON SR-40 APPROXIMATELY 78 M (255.9 FT) TO S 3.05 M
 AQ2779'(10.0 FT) N OF A METAL WITNESS POST, 18 M (59.1 FT) N OF THE
 AQ2779'CENTERLINE OF SR-40, 24.08 M (79.0 FT) E OF POWER POLE AND 32.77 M
 AQ2779'(107.5 FT) E OF THE CENTERLINE OF A DIRT ROAD LEADING N.
 AQ2779'DESCRIBED BY MAX CHERBONNEAUX
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2778 ***********************************************************************
 AQ2778  DESIGNATION -  36 90 GPS 3
 AQ2778  PID         -  AQ2778
 AQ2778  STATE/COUNTY-  FL/MARION
 AQ2778  COUNTRY     -  US
 AQ2778  USGS QUAD   -  JUNIPER SPRINGS (2018)
 AQ2778
 AQ2778                         *CURRENT SURVEY CONTROL
 AQ2778  ______________________________________________________________________
 AQ2778* NAD 83(2011) POSITION- 29 10 42.68168(N) 081 43 40.18114(W)   ADJUSTED
 AQ2778* NAD 83(2011) ELLIP HT-     0.507 (meters)        (06/27/12)   ADJUSTED
 AQ2778* NAD 83(2011) EPOCH   -  2010.00
 AQ2778* NAVD 88 ORTHO HEIGHT -    28.707 (meters)       94.18  (feet) ADJUSTED
 AQ2778  ______________________________________________________________________
 AQ2778  GEOID HEIGHT    -        -28.233 (meters)                     GEOID18
 AQ2778  NAD 83(2011) X  -    801,850.082 (meters)                     COMP
 AQ2778  NAD 83(2011) Y  - -5,515,233.822 (meters)                     COMP
 AQ2778  NAD 83(2011) Z  -  3,091,192.542 (meters)                     COMP
 AQ2778  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 AQ2778  DYNAMIC HEIGHT  -         28.667 (meters)       94.05  (feet) COMP
 AQ2778  MODELED GRAVITY -    979,237.7   (mgal)                       NAVD 88
 AQ2778
 AQ2778  VERT ORDER      -  FIRST     CLASS II
 AQ2778
 AQ2778  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ2778  Standards:
 AQ2778         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ2778            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ2778  -------------------------------------------------------------------
 AQ2778  NETWORK    5.55   6.06           2.69   1.49   3.09     -0.03563678
 AQ2778  -------------------------------------------------------------------
 AQ2778  Click here for local accuracies and other accuracy information.
 AQ2778
 AQ2778.The horizontal coordinates were established by GPS observations
 AQ2778.and adjusted by the National Geodetic Survey in June 2012.
 AQ2778
 AQ2778.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ2778.been affixed to the stable North American tectonic plate. See 
 AQ2778.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ2778
 AQ2778.The horizontal coordinates are valid at the epoch date displayed above
 AQ2778.which is a decimal equivalence of Year/Month/Day.
 AQ2778
 AQ2778.The orthometric height was determined by differential leveling and
 AQ2778.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2778.in July 2011.
 AQ2778
 AQ2778.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2778.GEOID18 height accuracy estimate available here.
 AQ2778
 AQ2778.Click photographs - Photos may exist for this station.
 AQ2778
 AQ2778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2778
 AQ2778.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2778
 AQ2778.The ellipsoidal height was determined by GPS observations
 AQ2778.and is referenced to NAD 83.
 AQ2778
 AQ2778.The dynamic height is computed by dividing the NAVD 88
 AQ2778.geopotential number by the normal gravity value computed on the
 AQ2778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2778.degrees latitude (g = 980.6199 gals.).
 AQ2778
 AQ2778.The modeled gravity was interpolated from observed gravity values.
 AQ2778
 AQ2778. The following values were computed from the NAD 83(2011) position.
 AQ2778
 AQ2778;                    North         East     Units Scale Factor Converg.
 AQ2778;SPC FL W     -   536,846.496   226,472.931   MT  0.99994982   +0 07 57.7
 AQ2778;SPC FL W     - 1,761,303.88    743,019.94   sFT  0.99994982   +0 07 57.7
 AQ2778;UTM  17      - 3,227,983.812   429,230.739   MT  0.99966180   -0 21 17.5
 AQ2778
 AQ2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2778!SPC FL W     -   0.99999992  x   0.99994982  =   0.99994974
 AQ2778!UTM  17      -   0.99999992  x   0.99966180  =   0.99966172
 AQ2778
 AQ2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN2923027983(NAD 83)
 AQ2778
 AQ2778                          SUPERSEDED SURVEY CONTROL
 AQ2778
 AQ2778  NAD 83(2007)-  29 10 42.68190(N)    081 43 40.18167(W) AD(2002.00) 0
 AQ2778  ELLIP H (02/10/07)    0.526  (m)                       GP(2002.00)    
 AQ2778  NAD 83(1999)-  29 10 42.68315(N)    081 43 40.18210(W) AD(       ) 2
 AQ2778  ELLIP H (09/30/02)    0.473  (m)                       GP(       ) 4 2
 AQ2778  NAD 83(1990)-  29 10 42.68178(N)    081 43 40.18172(W) AD(       ) 2
 AQ2778  ELLIP H (03/04/92)    0.482  (m)                       GP(       ) 4 2
 AQ2778  NAVD 88              28.74   (m)           94.3    (f) LEVELING    3  
 AQ2778
 AQ2778.Superseded values are not recommended for survey control.
 AQ2778
 AQ2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2778.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2778
 AQ2778_MARKER: DD = SURVEY DISK
 AQ2778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2778_STAMPING: 36 90 GPS 3
 AQ2778_MARK LOGO: FLDT
 AQ2778_PROJECTION: FLUSH
 AQ2778_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2778+STABILITY: SURFACE MOTION
 AQ2778_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2778+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005
 AQ2778
 AQ2778  HISTORY     - Date     Condition        Report By
 AQ2778  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2778  HISTORY     - 20040416 GOOD             FLDEP
 AQ2778  HISTORY     - 20050417 GOOD             FLDEP
 AQ2778
 AQ2778                          STATION DESCRIPTION
 AQ2778
 AQ2778'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2778'THE STATION IS LOCATED IN THE OCALA NATIONAL FOREST APPROXIMATELY 14.5
 AQ2778'KM (9.00 MI) E OF LYNN, FL. ON SR-40 AT THE INTERSECTION OF SR-40
 AQ2778'AND FOREST ROAD 65, A GRADED ROAD.
 AQ2778'THE STATION PROJECTS 8 CM ABOVE THE GROUND AND IS LOCATED
 AQ2778'APPROXIMATELY 1.22 M (4.0 FT) W OF A METAL WITNESS POST, 6.55 M
 AQ2778'(21.5 FT) W OF THE CENTERLINE OF FOREST ROAD 65, 50.44 M (165.5 FT) N
 AQ2778'OF THE N EDGE OF PAVEMENT OF SR-40 AND 31.09 M (102.0 FT) NE OF A 10
 AQ2778'IN PINE WITH A YELLOW PAINT MARK.
 AQ2778'DESCRIBED BY MAX CHERBONNEAUX
 AQ2778
 AQ2778                          STATION RECOVERY (2004)
 AQ2778
 AQ2778'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ2778'RECOVERED AS DESCRIBED.
 AQ2778
 AQ2778                          STATION RECOVERY (2005)
 AQ2778
 AQ2778'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AQ2778'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AQ2778'
 AQ2778'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 40 AND STATE
 AQ2778'ROAD 19 ABOUT 6.0 MI  WEST OF ASTOR, GO WEST ON STATE ROAD 40 FOR 5.35
 AQ2778'MI TO THE JUNCTION OF FOREST ROAD 65,  TURN RIGHT ON FOREST ROAD 65
 AQ2778'AND GO NORTH FOR 0.05 MI TO THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2780 ***********************************************************************
 AQ2780  DESIGNATION -  36 90 GPS 4
 AQ2780  PID         -  AQ2780
 AQ2780  STATE/COUNTY-  FL/MARION
 AQ2780  COUNTRY     -  US
 AQ2780  USGS QUAD   -  JUNIPER SPRINGS (2018)
 AQ2780
 AQ2780                         *CURRENT SURVEY CONTROL
 AQ2780  ______________________________________________________________________
 AQ2780* NAD 83(2011) POSITION- 29 10 05.07534(N) 081 38 33.40885(W)   ADJUSTED
 AQ2780* NAD 83(2011) ELLIP HT-   -10.205 (meters)        (06/27/12)   ADJUSTED
 AQ2780* NAD 83(2011) EPOCH   -  2010.00
 AQ2780* NAVD 88 ORTHO HEIGHT -    18.083 (meters)       59.33  (feet) ADJUSTED
 AQ2780  ______________________________________________________________________
 AQ2780  GEOID HEIGHT    -        -28.296 (meters)                     GEOID18
 AQ2780  NAD 83(2011) X  -    810,132.530 (meters)                     COMP
 AQ2780  NAD 83(2011) Y  - -5,514,584.298 (meters)                     COMP
 AQ2780  NAD 83(2011) Z  -  3,090,176.351 (meters)                     COMP
 AQ2780  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 AQ2780  DYNAMIC HEIGHT  -         18.058 (meters)       59.25  (feet) COMP
 AQ2780  MODELED GRAVITY -    979,238.8   (mgal)                       NAVD 88
 AQ2780
 AQ2780  VERT ORDER      -  FIRST     CLASS II
 AQ2780
 AQ2780  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ2780  Standards:
 AQ2780         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ2780            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ2780  -------------------------------------------------------------------
 AQ2780  NETWORK    2.07   2.82           0.92   0.76   1.44      0.03205104
 AQ2780  -------------------------------------------------------------------
 AQ2780  Click here for local accuracies and other accuracy information.
 AQ2780
 AQ2780.The horizontal coordinates were established by GPS observations
 AQ2780.and adjusted by the National Geodetic Survey in June 2012.
 AQ2780
 AQ2780.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ2780.been affixed to the stable North American tectonic plate. See 
 AQ2780.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ2780
 AQ2780.The horizontal coordinates are valid at the epoch date displayed above
 AQ2780.which is a decimal equivalence of Year/Month/Day.
 AQ2780
 AQ2780.The orthometric height was determined by differential leveling and
 AQ2780.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2780.in July 2011.
 AQ2780
 AQ2780.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2780.GEOID18 height accuracy estimate available here.
 AQ2780
 AQ2780.Click photographs - Photos may exist for this station.
 AQ2780
 AQ2780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2780
 AQ2780.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2780
 AQ2780.The ellipsoidal height was determined by GPS observations
 AQ2780.and is referenced to NAD 83.
 AQ2780
 AQ2780.The dynamic height is computed by dividing the NAVD 88
 AQ2780.geopotential number by the normal gravity value computed on the
 AQ2780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2780.degrees latitude (g = 980.6199 gals.).
 AQ2780
 AQ2780.The modeled gravity was interpolated from observed gravity values.
 AQ2780
 AQ2780. The following values were computed from the NAD 83(2011) position.
 AQ2780
 AQ2780;                    North         East     Units Scale Factor Converg.
 AQ2780;SPC FL W     -   535,710.910   234,764.934   MT  0.99995608   +0 10 27.1
 AQ2780;SPC FL W     - 1,757,578.21    770,224.62   sFT  0.99995608   +0 10 27.1
 AQ2780;UTM  17      - 3,226,778.080   437,510.312   MT  0.99964818   -0 18 47.5
 AQ2780
 AQ2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2780!SPC FL W     -   1.00000160  x   0.99995608  =   0.99995768
 AQ2780!UTM  17      -   1.00000160  x   0.99964818  =   0.99964978
 AQ2780
 AQ2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3751026778(NAD 83)
 AQ2780
 AQ2780                          SUPERSEDED SURVEY CONTROL
 AQ2780
 AQ2780  NAD 83(2007)-  29 10 05.07549(N)    081 38 33.40943(W) AD(2002.00) 0
 AQ2780  ELLIP H (02/10/07)  -10.182  (m)                       GP(2002.00)    
 AQ2780  NAD 83(1999)-  29 10 05.07587(N)    081 38 33.40944(W) AD(       ) 2
 AQ2780  ELLIP H (09/30/02)  -10.211  (m)                       GP(       ) 4 2
 AQ2780  NAD 83(1990)-  29 10 05.07440(N)    081 38 33.40889(W) AD(       ) 2
 AQ2780  ELLIP H (03/04/92)  -10.196  (m)                       GP(       ) 4 2
 AQ2780  NAVD 88 (04/26/01)   18.079  (m)           59.31   (f) SUPERSEDED  2 1
 AQ2780  NAVD 88 (03/04/92)   18.1    (m)  GEOID90  model used  GPS OBS        
 AQ2780
 AQ2780.Superseded values are not recommended for survey control.
 AQ2780
 AQ2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2780.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2780
 AQ2780_MARKER: DD = SURVEY DISK
 AQ2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2780_STAMPING: 36 90 GPS 4
 AQ2780_MARK LOGO: FLDT
 AQ2780_PROJECTION: RECESSED 3 CENTIMETERS
 AQ2780_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2780+STABILITY: SURFACE MOTION
 AQ2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2780+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 AQ2780
 AQ2780  HISTORY     - Date     Condition        Report By
 AQ2780  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2780  HISTORY     - 19980106 GOOD             FLDEP
 AQ2780  HISTORY     - 20040416 GOOD             FLDEP
 AQ2780  HISTORY     - 20050415 GOOD             FLDEP
 AQ2780
 AQ2780                          STATION DESCRIPTION
 AQ2780
 AQ2780'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2780'THE STATION IS LOCATED IN THE OCALA NATIONAL FOREST,IN THE SW QUADRANT
 AQ2780'OF THE INTERSECTION OF SR-40 AND SR-19.
 AQ2780'THE STATION PROJECTS 15 CM ABOVE THE GROUND AND IS LOCATED
 AQ2780'APPROXIMATELY 3.66 M (12.0 FT) E OF A METAL WITNESS POST, 26.09 M
 AQ2780'(85.6 FT) S OF A CONCRETE SIGNAL POLE, 12.8 M (42.0 FT) W OF THE
 AQ2780'CENTERLINE OF SR-19 AND 45.11 M (148.0 FT) S OF THE CENTERLINE OF
 AQ2780'SR-40.
 AQ2780'DESCRIBED BY MAX CHERBONNEAUX
 AQ2780
 AQ2780                          STATION RECOVERY (1998)
 AQ2780
 AQ2780'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (LGB)
 AQ2780'RECOVERED AS DESCRIBED.
 AQ2780
 AQ2780                          STATION RECOVERY (2004)
 AQ2780
 AQ2780'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ2780'RECOVERED AS DESCRIBED.
 AQ2780'
 AQ2780'NOTE MARK NOT LEVELED TO.
 AQ2780
 AQ2780                          STATION RECOVERY (2005)
 AQ2780
 AQ2780'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AQ2780'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5008 ***********************************************************************
 AK5008  DESIGNATION -  36 A 6 TBM
 AK5008  PID         -  AK5008
 AK5008  STATE/COUNTY-  FL/BREVARD
 AK5008  COUNTRY     -  US
 AK5008  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK5008
 AK5008                         *CURRENT SURVEY CONTROL
 AK5008  ______________________________________________________________________
 AK5008* NAD 83(1986) POSITION- 28 28 16.     (N) 080 32 15.     (W)   SCALED
 AK5008* NAVD 88 ORTHO HEIGHT -     3.131 (meters)       10.27  (feet) ADJUSTED
 AK5008  ______________________________________________________________________
 AK5008  GEOID HEIGHT    -        -28.276 (meters)                     GEOID18
 AK5008  DYNAMIC HEIGHT  -          3.126 (meters)       10.26  (feet) COMP
 AK5008  MODELED GRAVITY -    979,231.3   (mgal)                       NAVD 88
 AK5008
 AK5008  VERT ORDER      -  FIRST     CLASS II
 AK5008
 AK5008.The horizontal coordinates were scaled from a map and have
 AK5008.an estimated accuracy of +/- 6 seconds.
 AK5008
 AK5008.The orthometric height was determined by differential leveling and
 AK5008.adjusted by the NATIONAL GEODETIC SURVEY
 AK5008.in June 1991.
 AK5008
 AK5008.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5008.GEOID18 height accuracy estimate available here.
 AK5008
 AK5008.Click photographs - Photos may exist for this station.
 AK5008
 AK5008.The dynamic height is computed by dividing the NAVD 88
 AK5008.geopotential number by the normal gravity value computed on the
 AK5008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5008.degrees latitude (g = 980.6199 gals.).
 AK5008
 AK5008.The modeled gravity was interpolated from observed gravity values.
 AK5008
 AK5008;                    North         East    Units  Estimated Accuracy
 AK5008;SPC FL E     -   458,500.      245,290.      MT  (+/- 180 meters Scaled)
 AK5008
 AK5008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM452494(NAD 83)
 AK5008
 AK5008                          SUPERSEDED SURVEY CONTROL
 AK5008
 AK5008  NGVD 29 (??/??/92)    3.560  (m)           11.68   (f) ADJ UNCH    1 2
 AK5008
 AK5008.Superseded values are not recommended for survey control.
 AK5008
 AK5008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5008.See file dsdata.pdf to determine how the superseded data were derived.
 AK5008
 AK5008_MARKER: N = NAIL
 AK5008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AK5008_SP_SET: CONCRETE PAD
 AK5008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5008
 AK5008  HISTORY     - Date     Condition        Report By
 AK5008  HISTORY     - UNK      MONUMENTED       PANAM
 AK5008  HISTORY     - 1966     GOOD             CGS
 AK5008
 AK5008                          STATION DESCRIPTION
 AK5008
 AK5008'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK5008'AT CAPE KENNEDY.
 AK5008'LOCATED ON THE WEST SIDE OF A CONCRETE RAMP THAT LEADS TO LAUNCH
 AK5008'PAD 36 A, 93 FEET WEST OF THE WEST SIDE OF THE CONCRETE RAMP,
 AK5008'14 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK
 AK5008'BUILDING AND 9 FEET NORTH OF THE NORTH EDGE OF A BLACK-TOP
 AK5008'DRIVE.  THE MARK IS A RAM-SET NAIL DROVE IN A CONCRETE PAD
 AK5008'AND THE NAIL PROJECTS ABOUT 1 INCH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG9267 ***********************************************************************
 DG9267  DESIGNATION -  36 CMP
 DG9267  PID         -  DG9267
 DG9267  STATE/COUNTY-  FL/MARION
 DG9267  COUNTRY     -  US
 DG9267  USGS QUAD   -  LAKE KERR (2018)
 DG9267
 DG9267                         *CURRENT SURVEY CONTROL
 DG9267  ______________________________________________________________________
 DG9267* NAD 83(1986) POSITION- 29 20 51.     (N) 081 49 11.     (W)   SCALED
 DG9267* NAVD 88 ORTHO HEIGHT -    34.795 (meters)      114.16  (feet) ADJUSTED
 DG9267  ______________________________________________________________________
 DG9267  GEOID HEIGHT    -        -28.211 (meters)                     GEOID18
 DG9267  DYNAMIC HEIGHT  -         34.747 (meters)      114.00  (feet) COMP
 DG9267  MODELED GRAVITY -    979,260.1   (mgal)                       NAVD 88
 DG9267
 DG9267  VERT ORDER      -  SECOND    CLASS I
 DG9267
 DG9267.The horizontal coordinates were scaled from a map and have
 DG9267.an estimated accuracy of +/- 6 seconds.
 DG9267
 DG9267.The orthometric height was determined by differential leveling and
 DG9267.adjusted by the NATIONAL GEODETIC SURVEY
 DG9267.in June 2005.
 DG9267
 DG9267.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9267.GEOID18 height accuracy estimate available here.
 DG9267
 DG9267.Click photographs - Photos may exist for this station.
 DG9267
 DG9267.The dynamic height is computed by dividing the NAVD 88
 DG9267.geopotential number by the normal gravity value computed on the
 DG9267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9267.degrees latitude (g = 980.6199 gals.).
 DG9267
 DG9267.The modeled gravity was interpolated from observed gravity values.
 DG9267
 DG9267;                    North         East    Units  Estimated Accuracy
 DG9267;SPC FL W     -   555,560.      217,510.      MT  (+/- 180 meters Scaled)
 DG9267
 DG9267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN204467(NAD 83)
 DG9267
 DG9267                          SUPERSEDED SURVEY CONTROL
 DG9267
 DG9267.No superseded survey control is available for this station.
 DG9267
 DG9267_MARKER: DD = SURVEY DISK
 DG9267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9267_STAMPING: 36 CMP
 DG9267_MARK LOGO: USGS
 DG9267_PROJECTION: FLUSH
 DG9267_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG9267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9267+STABILITY: SURFACE MOTION
 DG9267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG9267+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2003
 DG9267
 DG9267  HISTORY     - Date     Condition        Report By
 DG9267  HISTORY     - 1966     MONUMENTED       USGS
 DG9267  HISTORY     - 20030624 GOOD             FLDEP
 DG9267
 DG9267                          STATION DESCRIPTION
 DG9267
 DG9267'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9267'THE MARK IS ABOUT 10.0 MI SOUTHEAST OF FORT MC COY, 3.7 MI
 DG9267'SOUTH-SOUTHWEST OF SALT  SPRINGS, IN SECTION 20, TOWNSHIP 13 SOUTH,
 DG9267'RANGE 25 EAST.
 DG9267'
 DG9267'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF COUNTY ROAD
 DG9267'316 AND STATE  ROAD 19 ON THE NORTH SIDE OF SALT SPRINGS, GO SOUTH ON
 DG9267'STATE HIGHWAY 19 FOR 0.95 MI TO  THE JUNCTION OF COUNTY ROAD 314 ON
 DG9267'THE RIGHT, BEAR RIGHT ON COUNTY ROAD 314 AND GO  SOUTH-SOUTHWEST FOR
 DG9267'2.7 MI TO THE JUNCTION OF NORTHEAST 230 AVENUE (FOREST ROAD 88,
 DG9267'NORTHEAST 127TH STREET ROAD, NORTHEAST 203RD AVENUE) ON THE RIGHT AND
 DG9267'NORTHEAST 231  AVENUE (FOREST ROAD 88) ON THE LEFT, TURN RIGHT ON
 DG9267'NORTHEAST 230 AVENUE (FOREST  ROAD 88, NORTHEAST 127TH STREET ROAD,
 DG9267'NORTHEAST 203RD AVENUE) AND GO  NORTH-NORTHWEST FOR 3.2 MI TO A CURVE
 DG9267'RIGHT (AT THIS POINT NORTHEAST 127TH STREET ROAD  TURNS INTO NORTHEAST
 DG9267'203RD AVENUE ROAD) AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 DG9267'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH NORTHEAST
 DG9267'127TH  STREET ROAD.
 DG9267'
 DG9267'LOCATED 69.3 FT SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A PAVED
 DG9267'ROAD, 59.0 FT SOUTH  OF THE CENTERLINE OF NORTHEAST 127TH STREET ROAD
 DG9267'AND 1.0 FT NORTHEAST OF A POWER POLE  WITH A WITNESS SIGN AND 6 GUY
 DG9267'WIRES ATTACHED.
 DG9267'
 DG9267'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DG9267'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0986 ***********************************************************************
 DI0986  DESIGNATION -  36 ES TT
 DI0986  PID         -  DI0986
 DI0986  STATE/COUNTY-  FL/LAKE
 DI0986  COUNTRY     -  US
 DI0986  USGS QUAD   -  MASCOTTE (2018)
 DI0986
 DI0986                         *CURRENT SURVEY CONTROL
 DI0986  ______________________________________________________________________
 DI0986* NAD 83(1986) POSITION- 28 30 56.21   (N) 081 56 56.85   (W)   HD_HELD1
 DI0986* NAVD 88 ORTHO HEIGHT -    33.738 (meters)      110.69  (feet) ADJUSTED
 DI0986  ______________________________________________________________________
 DI0986  GEOID HEIGHT    -        -26.894 (meters)                     GEOID18
 DI0986  DYNAMIC HEIGHT  -         33.689 (meters)      110.53  (feet) COMP
 DI0986  MODELED GRAVITY -    979,206.7   (mgal)                       NAVD 88
 DI0986
 DI0986  VERT ORDER      -  SECOND    CLASS I
 DI0986
 DI0986.The horizontal coordinates were determined by differentially corrected
 DI0986.hand held GPS observations or other comparable positioning techniques
 DI0986.and have an estimated accuracy of +/- 3 meters.
 DI0986
 DI0986.The orthometric height was determined by differential leveling and
 DI0986.adjusted by the NATIONAL GEODETIC SURVEY
 DI0986.in September 2007.
 DI0986
 DI0986.No vertical observational check was made to the station.
 DI0986
 DI0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0986.GEOID18 height accuracy estimate available here.
 DI0986
 DI0986.Click photographs - Photos may exist for this station.
 DI0986
 DI0986.The dynamic height is computed by dividing the NAVD 88
 DI0986.geopotential number by the normal gravity value computed on the
 DI0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0986.degrees latitude (g = 980.6199 gals.).
 DI0986
 DI0986.The modeled gravity was interpolated from observed gravity values.
 DI0986
 DI0986;                    North         East    Units  Estimated Accuracy
 DI0986;SPC FL E     -   463,715.2     107,093.6     MT  (+/- 3 meters HH1 GPS) 
 DI0986
 DI0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0712554688(NAD 83)
 DI0986
 DI0986                          SUPERSEDED SURVEY CONTROL
 DI0986
 DI0986.No superseded survey control is available for this station.
 DI0986
 DI0986_MARKER: DB = BENCH MARK DISK
 DI0986_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI0986_STAMPING: 36 ES TT 1955
 DI0986_MARK LOGO: USGS
 DI0986_PROJECTION: PROJECTING 8 CENTIMETERS
 DI0986_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0986+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2008
 DI0986
 DI0986  HISTORY     - Date     Condition        Report By
 DI0986  HISTORY     - 1955     MONUMENTED       USGS
 DI0986  HISTORY     - 20040306 GOOD             FLDEP
 DI0986  HISTORY     - 20080406 GOOD             FLDEP
 DI0986
 DI0986                          STATION DESCRIPTION
 DI0986
 DI0986'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BPJ)
 DI0986'THE MARK IS ABOUT 5.7 MI SOUTHWEST OF MASCOTTE, IN SECTION 6, TOWNSHIP
 DI0986'23 SOUTH, RANGE  24 EAST.
 DI0986'
 DI0986'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 50 AND COUNTY ROAD
 DI0986'33 NORTH IN  MASCOTTE, GO WEST ON STATE ROAD 50 FOR 5.4 MI TO THE
 DI0986'JUNCTION OF SOUTHEAST 121ST AVENUE  ON THE LEFT, TURN LEFT ON
 DI0986'SOUTHEAST 121ST AVENUE AND GO SOUTHWEST FOR 0.2 MI TO THE
 DI0986'INTERSECTION OF VAN FLEET TRAIL, TURN LEFT ON VAN FLEET TRAIL AND GO
 DI0986'SOUTHEAST FOR 4.65  MI TO THE JUNCTION OF A STATE FORESTRY ROAD
 DI0986'LEADING WEST TO THE NORTH GRADE ROAD ON  THE RIGHT AND THE MARK ON THE
 DI0986'RIGHT, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST  PROJECTING 0.3
 DI0986'FT ABOVE THE LEVEL OF THE GROUND AND ABOUT 2.0 FT ABOVE THE LEVEL OF
 DI0986'VAN  FLEET TRAIL.
 DI0986'
 DI0986'LOCATED 248.0 FT SOUTH OF ROD MARK Z 598, 48.7 FT WEST-SOUTHWEST OF
 DI0986'THE APPROXIMATE  CENTERLINE OF VAN FLEET TRAIL, 42.0 FT
 DI0986'NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE  OF A STATE FORESTRY
 DI0986'ROAD LEADING WEST AND 0.8 FT SOUTHEAST OF A CARSONITE WITNESS  POST.
 DI0986
 DI0986                          STATION RECOVERY (2008)
 DI0986
 DI0986'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 DI0986'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0105 ***********************************************************************
 AL0105  DESIGNATION -  360
 AL0105  PID         -  AL0105
 AL0105  STATE/COUNTY-  FL/PINELLAS
 AL0105  COUNTRY     -  US
 AL0105  USGS QUAD   -  OLDSMAR (2018)
 AL0105
 AL0105                         *CURRENT SURVEY CONTROL
 AL0105  ______________________________________________________________________
 AL0105* NAD 83(1986) POSITION- 28 04 01.     (N) 082 42 59.     (W)   SCALED
 AL0105* NAVD 88 ORTHO HEIGHT -     4.017 (meters)       13.18  (feet) ADJUSTED
 AL0105  ______________________________________________________________________
 AL0105  GEOID HEIGHT    -        -24.963 (meters)                     GEOID18
 AL0105  DYNAMIC HEIGHT  -          4.012 (meters)       13.16  (feet) COMP
 AL0105  MODELED GRAVITY -    979,189.6   (mgal)                       NAVD 88
 AL0105
 AL0105  VERT ORDER      -  SECOND    CLASS II
 AL0105
 AL0105.The horizontal coordinates were scaled from a map and have
 AL0105.an estimated accuracy of +/- 6 seconds.
 AL0105
 AL0105.The orthometric height was determined by differential leveling and
 AL0105.adjusted by the NATIONAL GEODETIC SURVEY
 AL0105.in June 1991.
 AL0105
 AL0105.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0105.GEOID18 height accuracy estimate available here.
 AL0105
 AL0105.Click photographs - Photos may exist for this station.
 AL0105
 AL0105.The dynamic height is computed by dividing the NAVD 88
 AL0105.geopotential number by the normal gravity value computed on the
 AL0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0105.degrees latitude (g = 980.6199 gals.).
 AL0105
 AL0105.The modeled gravity was interpolated from observed gravity values.
 AL0105
 AL0105;                    North         East    Units  Estimated Accuracy
 AL0105;SPC FL W     -   413,830.      129,580.      MT  (+/- 180 meters Scaled)
 AL0105
 AL0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM313058(NAD 83)
 AL0105
 AL0105                          SUPERSEDED SURVEY CONTROL
 AL0105
 AL0105  NGVD 29 (??/??/92)    4.276  (m)           14.03   (f) ADJ UNCH    2 2
 AL0105
 AL0105.Superseded values are not recommended for survey control.
 AL0105
 AL0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0105.See file dsdata.pdf to determine how the superseded data were derived.
 AL0105
 AL0105_MARKER: DD = SURVEY DISK
 AL0105_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0105_SP_SET: CULVERT HEADWALL
 AL0105_STAMPING: 360
 AL0105_MARK LOGO: FLHD
 AL0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0105+STABILITY: SURFACE MOTION
 AL0105
 AL0105  HISTORY     - Date     Condition        Report By
 AL0105  HISTORY     - UNK      MONUMENTED       FLHD
 AL0105  HISTORY     - 1976     GOOD             NGS
 AL0105  HISTORY     - 1984     GOOD             USPSQD
 AL0105  HISTORY     - 1989     GOOD             USPSQD
 AL0105  HISTORY     - 1990     GOOD             USPSQD
 AL0105
 AL0105                          STATION DESCRIPTION
 AL0105
 AL0105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0105'IN OZONA.
 AL0105'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-584.
 AL0105'RUN EASTERLY ON SR-584 FOR 1.45 MILES.  STATION ON RIGHT, 30.6 FT.
 AL0105'S.W. OF THE CENTERLINE OF SR-584, 88.0 FT. S.S.W. OF A TELEPHONE POLE
 AL0105'(NO NUMBER), 19.6 FT. EAST OF A 24 IN. CYPRESS TREE. SET IN THE TOP OF
 AL0105'THE WEST END OF A CONCRETE HEADWALL.  SECTION 8, T 28, R 16.
 AL0105
 AL0105                          STATION RECOVERY (1984)
 AL0105
 AL0105'RECOVERY NOTE BY US POWER SQUADRON 1984
 AL0105'DELETE REFERENCE TO 'TELEPHONE POLE NO NUMBER' AND 19.6' EAST OF 24'
 AL0105'EXPRESS TREE . INSERT- 75 FT. EAST-NORTHEAST OF POLE 32242 AND
 AL0105'APPROX. 145 EAST OF ENTRANCE TO COUNTY PLACE.
 AL0105
 AL0105                          STATION RECOVERY (1989)
 AL0105
 AL0105'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AL0105'RECOVERED IN GOOD CONDITION.
 AL0105
 AL0105                          STATION RECOVERY (1990)
 AL0105
 AL0105'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0105'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0101 ***********************************************************************
 AL0101  DESIGNATION -  361
 AL0101  PID         -  AL0101
 AL0101  STATE/COUNTY-  FL/PINELLAS
 AL0101  COUNTRY     -  US
 AL0101  USGS QUAD   -  OLDSMAR (2018)
 AL0101
 AL0101                         *CURRENT SURVEY CONTROL
 AL0101  ______________________________________________________________________
 AL0101* NAD 83(1986) POSITION- 28 03 49.     (N) 082 42 35.     (W)   SCALED
 AL0101* NAVD 88 ORTHO HEIGHT -     5.440 (meters)       17.85  (feet) ADJUSTED
 AL0101  ______________________________________________________________________
 AL0101  GEOID HEIGHT    -        -24.964 (meters)                     GEOID18
 AL0101  DYNAMIC HEIGHT  -          5.432 (meters)       17.82  (feet) COMP
 AL0101  MODELED GRAVITY -    979,189.5   (mgal)                       NAVD 88
 AL0101
 AL0101  VERT ORDER      -  SECOND    CLASS II
 AL0101
 AL0101.The horizontal coordinates were scaled from a map and have
 AL0101.an estimated accuracy of +/- 6 seconds.
 AL0101
 AL0101.The orthometric height was determined by differential leveling and
 AL0101.adjusted by the NATIONAL GEODETIC SURVEY
 AL0101.in June 1991.
 AL0101
 AL0101.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0101.GEOID18 height accuracy estimate available here.
 AL0101
 AL0101.Click photographs - Photos may exist for this station.
 AL0101
 AL0101.The dynamic height is computed by dividing the NAVD 88
 AL0101.geopotential number by the normal gravity value computed on the
 AL0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0101.degrees latitude (g = 980.6199 gals.).
 AL0101
 AL0101.The modeled gravity was interpolated from observed gravity values.
 AL0101
 AL0101;                    North         East    Units  Estimated Accuracy
 AL0101;SPC FL W     -   413,460.      130,240.      MT  (+/- 180 meters Scaled)
 AL0101
 AL0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM319054(NAD 83)
 AL0101
 AL0101                          SUPERSEDED SURVEY CONTROL
 AL0101
 AL0101  NGVD 29 (??/??/92)    5.698  (m)           18.69   (f) ADJ UNCH    2 2
 AL0101
 AL0101.Superseded values are not recommended for survey control.
 AL0101
 AL0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0101.See file dsdata.pdf to determine how the superseded data were derived.
 AL0101
 AL0101_MARKER: DD = SURVEY DISK
 AL0101_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0101_SP_SET: CULVERT
 AL0101_STAMPING: 361
 AL0101_MARK LOGO: FLHD
 AL0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0101+STABILITY: SURFACE MOTION
 AL0101
 AL0101  HISTORY     - Date     Condition        Report By
 AL0101  HISTORY     - UNK      MONUMENTED       FLHD
 AL0101  HISTORY     - 1976     GOOD             NGS
 AL0101  HISTORY     - 1989     GOOD             USPSQD
 AL0101  HISTORY     - 1990     GOOD             USPSQD
 AL0101
 AL0101                          STATION DESCRIPTION
 AL0101
 AL0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0101'IN OZONA.
 AL0101'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-584.
 AL0101'RUN EASTERLY ON SR-584 FOR 1.90 MILES TO THE S.W. CORNER OF A BRIDGE
 AL0101'OVER LAKE TARPON CANAL.  STATION ON RIGHT, SET IN TOP OF CONCRETE
 AL0101'HEADWALL.  SECTION 9, T 28, R 16.
 AL0101
 AL0101                          STATION RECOVERY (1989)
 AL0101
 AL0101'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AL0101'RECOVERED IN GOOD CONDITION.
 AL0101
 AL0101                          STATION RECOVERY (1990)
 AL0101
 AL0101'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0102 ***********************************************************************
 AL0102  DESIGNATION -  362
 AL0102  PID         -  AL0102
 AL0102  STATE/COUNTY-  FL/PINELLAS
 AL0102  COUNTRY     -  US
 AL0102  USGS QUAD   -  OLDSMAR (2018)
 AL0102
 AL0102                         *CURRENT SURVEY CONTROL
 AL0102  ______________________________________________________________________
 AL0102* NAD 83(1986) POSITION- 28 03 49.     (N) 082 42 35.     (W)   SCALED
 AL0102* NAVD 88 ORTHO HEIGHT -     4.522 (meters)       14.84  (feet) ADJUSTED
 AL0102  ______________________________________________________________________
 AL0102  GEOID HEIGHT    -        -24.964 (meters)                     GEOID18
 AL0102  DYNAMIC HEIGHT  -          4.516 (meters)       14.82  (feet) COMP
 AL0102  MODELED GRAVITY -    979,189.5   (mgal)                       NAVD 88
 AL0102
 AL0102  VERT ORDER      -  SECOND    CLASS II
 AL0102
 AL0102.The horizontal coordinates were scaled from a map and have
 AL0102.an estimated accuracy of +/- 6 seconds.
 AL0102
 AL0102.The orthometric height was determined by differential leveling and
 AL0102.adjusted by the NATIONAL GEODETIC SURVEY
 AL0102.in June 1991.
 AL0102
 AL0102.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0102.GEOID18 height accuracy estimate available here.
 AL0102
 AL0102.Click photographs - Photos may exist for this station.
 AL0102
 AL0102.The dynamic height is computed by dividing the NAVD 88
 AL0102.geopotential number by the normal gravity value computed on the
 AL0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0102.degrees latitude (g = 980.6199 gals.).
 AL0102
 AL0102.The modeled gravity was interpolated from observed gravity values.
 AL0102
 AL0102;                    North         East    Units  Estimated Accuracy
 AL0102;SPC FL W     -   413,460.      130,240.      MT  (+/- 180 meters Scaled)
 AL0102
 AL0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM319054(NAD 83)
 AL0102
 AL0102                          SUPERSEDED SURVEY CONTROL
 AL0102
 AL0102  NGVD 29 (??/??/92)    4.781  (m)           15.69   (f) ADJ UNCH    2 2
 AL0102
 AL0102.Superseded values are not recommended for survey control.
 AL0102
 AL0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0102.See file dsdata.pdf to determine how the superseded data were derived.
 AL0102
 AL0102_MARKER: DD = SURVEY DISK
 AL0102_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0102_SP_SET: CULVERT HEADWAKK
 AL0102_STAMPING: 362
 AL0102_MARK LOGO: FLHD
 AL0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0102+STABILITY: SURFACE MOTION
 AL0102
 AL0102  HISTORY     - Date     Condition        Report By
 AL0102  HISTORY     - UNK      MONUMENTED       FLHD
 AL0102  HISTORY     - 1976     GOOD             NGS
 AL0102  HISTORY     - 1989     GOOD             USPSQD
 AL0102  HISTORY     - 1990     GOOD             USPSQD
 AL0102
 AL0102                          STATION DESCRIPTION
 AL0102
 AL0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0102'IN OZONA.
 AL0102'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-584.
 AL0102'RUN EASTERLY ON SR-584 FOR 1.95 MILES TO THE N.E. CORNER OF A BRIDGE
 AL0102'OVER LAKE TARPON CANAL.  STATION ON LEFT, SET IN TOP OF CONCRETE
 AL0102'HEADWALL.  SECTION 9, T 28, R 16.
 AL0102
 AL0102                          STATION RECOVERY (1989)
 AL0102
 AL0102'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AL0102'RECOVERED IN GOOD CONDITION.
 AL0102
 AL0102                          STATION RECOVERY (1990)
 AL0102
 AL0102'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0102'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0103 ***********************************************************************
 AL0103  DESIGNATION -  363
 AL0103  PID         -  AL0103
 AL0103  STATE/COUNTY-  FL/PINELLAS
 AL0103  COUNTRY     -  US
 AL0103  USGS QUAD   -  OLDSMAR (2018)
 AL0103
 AL0103                         *CURRENT SURVEY CONTROL
 AL0103  ______________________________________________________________________
 AL0103* NAD 83(1986) POSITION- 28 03 13.     (N) 082 42 05.     (W)   SCALED
 AL0103* NAVD 88 ORTHO HEIGHT -     2.590 (meters)        8.50  (feet) ADJUSTED
 AL0103  ______________________________________________________________________
 AL0103  GEOID HEIGHT    -        -24.953 (meters)                     GEOID18
 AL0103  DYNAMIC HEIGHT  -          2.586 (meters)        8.48  (feet) COMP
 AL0103  MODELED GRAVITY -    979,188.9   (mgal)                       NAVD 88
 AL0103
 AL0103  VERT ORDER      -  SECOND    CLASS II
 AL0103
 AL0103.The horizontal coordinates were scaled from a map and have
 AL0103.an estimated accuracy of +/- 6 seconds.
 AL0103
 AL0103.The orthometric height was determined by differential leveling and
 AL0103.adjusted by the NATIONAL GEODETIC SURVEY
 AL0103.in June 1991.
 AL0103
 AL0103.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0103.GEOID18 height accuracy estimate available here.
 AL0103
 AL0103.Click photographs - Photos may exist for this station.
 AL0103
 AL0103.The dynamic height is computed by dividing the NAVD 88
 AL0103.geopotential number by the normal gravity value computed on the
 AL0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0103.degrees latitude (g = 980.6199 gals.).
 AL0103
 AL0103.The modeled gravity was interpolated from observed gravity values.
 AL0103
 AL0103;                    North         East    Units  Estimated Accuracy
 AL0103;SPC FL W     -   412,350.      131,050.      MT  (+/- 180 meters Scaled)
 AL0103
 AL0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM327043(NAD 83)
 AL0103
 AL0103                          SUPERSEDED SURVEY CONTROL
 AL0103
 AL0103  NGVD 29 (??/??/92)    2.848  (m)            9.34   (f) ADJ UNCH    2 2
 AL0103
 AL0103.Superseded values are not recommended for survey control.
 AL0103
 AL0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0103.See file dsdata.pdf to determine how the superseded data were derived.
 AL0103
 AL0103_MARKER: DD = SURVEY DISK
 AL0103_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0103_SP_SET: CULVERT HEADWALL
 AL0103_STAMPING: 363
 AL0103_MARK LOGO: FLHD
 AL0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0103+STABILITY: SURFACE MOTION
 AL0103
 AL0103  HISTORY     - Date     Condition        Report By
 AL0103  HISTORY     - UNK      MONUMENTED       FLHD
 AL0103  HISTORY     - 1976     GOOD             NGS
 AL0103  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AL0103  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AL0103
 AL0103                          STATION DESCRIPTION
 AL0103
 AL0103'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0103'IN OZONA.
 AL0103'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-584.
 AL0103'RUN EASTERLY ON SR-584 FOR 3.00 MILES.  STATION ON RIGHT, 30.2 FT.
 AL0103'SOUTH OF THE CENTERLINE OF SR-584, 75.3 FT. SOUTH OF A POWER POLE
 AL0103'(NUMBER 12A-6761-R).  SET IN THE TOP OF THE WEST END OF A CONCRETE
 AL0103'HEADWALL.  SECTION 16, T 28, R 16.
 AL0103
 AL0103                          STATION RECOVERY (1989)
 AL0103
 AL0103'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AL0103'MARK NOT FOUND.
 AL0103
 AL0103                          STATION RECOVERY (1990)
 AL0103
 AL0103'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0103'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL0104 ***********************************************************************
 AL0104  DESIGNATION -  364
 AL0104  PID         -  AL0104
 AL0104  STATE/COUNTY-  FL/PINELLAS
 AL0104  COUNTRY     -  US
 AL0104  USGS QUAD   -  OLDSMAR (2018)
 AL0104
 AL0104                         *CURRENT SURVEY CONTROL
 AL0104  ______________________________________________________________________
 AL0104* NAD 83(1986) POSITION- 28 02 55.     (N) 082 41 35.     (W)   SCALED
 AL0104* NAVD 88 ORTHO HEIGHT -     1.834 (meters)        6.02  (feet) ADJUSTED
 AL0104  ______________________________________________________________________
 AL0104  GEOID HEIGHT    -        -24.952 (meters)                     GEOID18
 AL0104  DYNAMIC HEIGHT  -          1.831 (meters)        6.01  (feet) COMP
 AL0104  MODELED GRAVITY -    979,188.7   (mgal)                       NAVD 88
 AL0104
 AL0104  VERT ORDER      -  SECOND    CLASS II
 AL0104
 AL0104.The horizontal coordinates were scaled from a map and have
 AL0104.an estimated accuracy of +/- 6 seconds.
 AL0104
 AL0104.The orthometric height was determined by differential leveling and
 AL0104.adjusted by the NATIONAL GEODETIC SURVEY
 AL0104.in June 1991.
 AL0104
 AL0104.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL0104.GEOID18 height accuracy estimate available here.
 AL0104
 AL0104.Click photographs - Photos may exist for this station.
 AL0104
 AL0104.The dynamic height is computed by dividing the NAVD 88
 AL0104.geopotential number by the normal gravity value computed on the
 AL0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL0104.degrees latitude (g = 980.6199 gals.).
 AL0104
 AL0104.The modeled gravity was interpolated from observed gravity values.
 AL0104
 AL0104;                    North         East    Units  Estimated Accuracy
 AL0104;SPC FL W     -   411,790.      131,860.      MT  (+/- 180 meters Scaled)
 AL0104
 AL0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM335037(NAD 83)
 AL0104
 AL0104                          SUPERSEDED SURVEY CONTROL
 AL0104
 AL0104  NGVD 29 (??/??/92)    2.092  (m)            6.86   (f) ADJ UNCH    2 2
 AL0104
 AL0104.Superseded values are not recommended for survey control.
 AL0104
 AL0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL0104.See file dsdata.pdf to determine how the superseded data were derived.
 AL0104
 AL0104_MARKER: DD = SURVEY DISK
 AL0104_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL0104_SP_SET: CULVERT HEADWALL
 AL0104_STAMPING: 364
 AL0104_MARK LOGO: FLHD
 AL0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL0104+STABILITY: SURFACE MOTION
 AL0104
 AL0104  HISTORY     - Date     Condition        Report By
 AL0104  HISTORY     - UNK      MONUMENTED       FLHD
 AL0104  HISTORY     - 1976     GOOD             NGS
 AL0104  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AL0104  HISTORY     - 1990     GOOD             USPSQD
 AL0104
 AL0104                          STATION DESCRIPTION
 AL0104
 AL0104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL0104'IN OZONA.
 AL0104'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND SR-584.
 AL0104'RUN EASTERLY ON SR-584 FOR 3.55 MILES.  STATION ON RIGHT 24.3 FT.
 AL0104'SOUTH OF THE CENTERLINE OF SR-584, 100.6 FT. EAST OF A POWER POLE (NO
 AL0104'NUMBER), 150.3 FT. W.S.W. OF A POWER POLE (NUMBER 6A-28367 R). SET IN
 AL0104'THE TOP OF THE WEST END OF A CONCRETE HEADWALL.  SECTION 15, T 28, R
 AL0104'16.
 AL0104
 AL0104                          STATION RECOVERY (1989)
 AL0104
 AL0104'RECOVERY NOTE BY US POWER SQUADRON 1989 (BWD)
 AL0104'MARK NOT FOUND.
 AL0104
 AL0104                          STATION RECOVERY (1990)
 AL0104
 AL0104'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL0104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0217 ***********************************************************************
 AG0217  DESIGNATION -  365
 AG0217  PID         -  AG0217
 AG0217  STATE/COUNTY-  FL/PINELLAS
 AG0217  COUNTRY     -  US
 AG0217  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0217
 AG0217                         *CURRENT SURVEY CONTROL
 AG0217  ______________________________________________________________________
 AG0217* NAD 83(1986) POSITION- 27 47 31.     (N) 082 39 41.     (W)   SCALED
 AG0217* NAVD 88 ORTHO HEIGHT -    23.342 (meters)       76.58  (feet) ADJUSTED
 AG0217  ______________________________________________________________________
 AG0217  GEOID HEIGHT    -        -24.524 (meters)                     GEOID18
 AG0217  DYNAMIC HEIGHT  -         23.308 (meters)       76.47  (feet) COMP
 AG0217  MODELED GRAVITY -    979,176.4   (mgal)                       NAVD 88
 AG0217
 AG0217  VERT ORDER      -  SECOND    CLASS II
 AG0217
 AG0217.The horizontal coordinates were scaled from a map and have
 AG0217.an estimated accuracy of +/- 6 seconds.
 AG0217
 AG0217.The orthometric height was determined by differential leveling and
 AG0217.adjusted by the NATIONAL GEODETIC SURVEY
 AG0217.in June 1991.
 AG0217
 AG0217.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0217.GEOID18 height accuracy estimate available here.
 AG0217
 AG0217.Click photographs - Photos may exist for this station.
 AG0217
 AG0217.The dynamic height is computed by dividing the NAVD 88
 AG0217.geopotential number by the normal gravity value computed on the
 AG0217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0217.degrees latitude (g = 980.6199 gals.).
 AG0217
 AG0217.The modeled gravity was interpolated from observed gravity values.
 AG0217
 AG0217;                    North         East    Units  Estimated Accuracy
 AG0217;SPC FL W     -   383,330.      134,820.      MT  (+/- 180 meters Scaled)
 AG0217
 AG0217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL363752(NAD 83)
 AG0217
 AG0217                          SUPERSEDED SURVEY CONTROL
 AG0217
 AG0217  NGVD 29 (??/??/92)   23.608  (m)           77.45   (f) ADJ UNCH    2 2
 AG0217
 AG0217.Superseded values are not recommended for survey control.
 AG0217
 AG0217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0217.See file dsdata.pdf to determine how the superseded data were derived.
 AG0217
 AG0217_MARKER: DD = SURVEY DISK
 AG0217_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0217_SP_SET: OVERPASS
 AG0217_STAMPING: 365
 AG0217_MARK LOGO: FLHD
 AG0217_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0217+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2020
 AG0217
 AG0217  HISTORY     - Date     Condition        Report By
 AG0217  HISTORY     - UNK      MONUMENTED       FLHD
 AG0217  HISTORY     - 1976     GOOD             NGS
 AG0217  HISTORY     - 20081014 GOOD             PINCPW
 AG0217  HISTORY     - 20200117 GOOD             FGLDSV
 AG0217
 AG0217                          STATION DESCRIPTION
 AG0217
 AG0217'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0217'IN ST PETERSBURG.
 AG0217'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687,
 AG0217'U.S. HWY. 92) AND S.R. 595 (5TH AVE. NORTH).  RUN NORTHERLY ON 4TH ST.
 AG0217'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N.  TURN LEFT AND RUN
 AG0217'WESTERLY ON 22ND AVE. N. FOR 1.40 MILES.  STATION ON LEFT, IN THE S.E.
 AG0217'CORNER OF THE NORTH BOUND LANE OVERPASS.  SET IN THE S.E. CORNER OF
 AG0217'OVERPASS IN TOP OF CONCRETE HANDRAIL.  SECTION 13, T 31, R 16.
 AG0217
 AG0217                          STATION RECOVERY (2008)
 AG0217
 AG0217'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (CB)
 AG0217'RECOVERED IN GOOD CONDITION.
 AG0217
 AG0217                          STATION RECOVERY (2020)
 AG0217
 AG0217'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2020 (JKI)
 AG0217'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0218 ***********************************************************************
 AG0218  DESIGNATION -  366
 AG0218  PID         -  AG0218
 AG0218  STATE/COUNTY-  FL/PINELLAS
 AG0218  COUNTRY     -  US
 AG0218  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0218
 AG0218                         *CURRENT SURVEY CONTROL
 AG0218  ______________________________________________________________________
 AG0218* NAD 83(1986) POSITION- 27 47 31.     (N) 082 39 41.     (W)   SCALED
 AG0218* NAVD 88 ORTHO HEIGHT -    23.089 (meters)       75.75  (feet) ADJUSTED
 AG0218  ______________________________________________________________________
 AG0218  GEOID HEIGHT    -        -24.524 (meters)                     GEOID18
 AG0218  DYNAMIC HEIGHT  -         23.055 (meters)       75.64  (feet) COMP
 AG0218  MODELED GRAVITY -    979,176.4   (mgal)                       NAVD 88
 AG0218
 AG0218  VERT ORDER      -  SECOND    CLASS II
 AG0218
 AG0218.The horizontal coordinates were scaled from a map and have
 AG0218.an estimated accuracy of +/- 6 seconds.
 AG0218
 AG0218.The orthometric height was determined by differential leveling and
 AG0218.adjusted by the NATIONAL GEODETIC SURVEY
 AG0218.in June 1991.
 AG0218
 AG0218.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0218.GEOID18 height accuracy estimate available here.
 AG0218
 AG0218.Click photographs - Photos may exist for this station.
 AG0218
 AG0218.The dynamic height is computed by dividing the NAVD 88
 AG0218.geopotential number by the normal gravity value computed on the
 AG0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0218.degrees latitude (g = 980.6199 gals.).
 AG0218
 AG0218.The modeled gravity was interpolated from observed gravity values.
 AG0218
 AG0218;                    North         East    Units  Estimated Accuracy
 AG0218;SPC FL W     -   383,330.      134,820.      MT  (+/- 180 meters Scaled)
 AG0218
 AG0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL363752(NAD 83)
 AG0218
 AG0218                          SUPERSEDED SURVEY CONTROL
 AG0218
 AG0218  NGVD 29 (??/??/92)   23.355  (m)           76.62   (f) ADJ UNCH    2 2
 AG0218
 AG0218.Superseded values are not recommended for survey control.
 AG0218
 AG0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0218.See file dsdata.pdf to determine how the superseded data were derived.
 AG0218
 AG0218_MARKER: DD = SURVEY DISK
 AG0218_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0218_SP_SET: OVERPASS
 AG0218_STAMPING: 366
 AG0218_MARK LOGO: FLHD
 AG0218_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0218
 AG0218  HISTORY     - Date     Condition        Report By
 AG0218  HISTORY     - UNK      MONUMENTED       FLHD
 AG0218  HISTORY     - 1976     GOOD             NGS
 AG0218  HISTORY     - 20081014 GOOD             PINCPW
 AG0218
 AG0218                          STATION DESCRIPTION
 AG0218
 AG0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0218'IN ST PETERSBURG.
 AG0218'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687,
 AG0218'U.S. HWY. 92) AND S.R. 595 (5TH AVE. NORTH).  RUN NORTHERLY ON 4TH ST.
 AG0218'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N.  TURN LEFT AND RUN
 AG0218'WESTERLY ON 22ND AVE. N. FOR 1.40 MILES.  STATION ON RIGHT, IN THE
 AG0218'N.W. CORNER OF THE OVERPASS IN THE TOP OF THE CONCRETE HANDRAIL.
 AG0218'SECTION 12, T 31, R 16.
 AG0218
 AG0218                          STATION RECOVERY (2008)
 AG0218
 AG0218'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (CB)
 AG0218'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0219 ***********************************************************************
 AG0219  DESIGNATION -  367
 AG0219  PID         -  AG0219
 AG0219  STATE/COUNTY-  FL/PINELLAS
 AG0219  COUNTRY     -  US
 AG0219  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0219
 AG0219                         *CURRENT SURVEY CONTROL
 AG0219  ______________________________________________________________________
 AG0219* NAD 83(1986) POSITION- 27 47 31.     (N) 082 39 59.     (W)   SCALED
 AG0219* NAVD 88 ORTHO HEIGHT -    15.078 (meters)       49.47  (feet) ADJUSTED
 AG0219  ______________________________________________________________________
 AG0219  GEOID HEIGHT    -        -24.516 (meters)                     GEOID18
 AG0219  DYNAMIC HEIGHT  -         15.056 (meters)       49.40  (feet) COMP
 AG0219  MODELED GRAVITY -    979,176.5   (mgal)                       NAVD 88
 AG0219
 AG0219  VERT ORDER      -  SECOND    CLASS II
 AG0219
 AG0219.The horizontal coordinates were scaled from a map and have
 AG0219.an estimated accuracy of +/- 6 seconds.
 AG0219
 AG0219.The orthometric height was determined by differential leveling and
 AG0219.adjusted by the NATIONAL GEODETIC SURVEY
 AG0219.in June 1991.
 AG0219
 AG0219.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0219.GEOID18 height accuracy estimate available here.
 AG0219
 AG0219.Click photographs - Photos may exist for this station.
 AG0219
 AG0219.The dynamic height is computed by dividing the NAVD 88
 AG0219.geopotential number by the normal gravity value computed on the
 AG0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0219.degrees latitude (g = 980.6199 gals.).
 AG0219
 AG0219.The modeled gravity was interpolated from observed gravity values.
 AG0219
 AG0219;                    North         East    Units  Estimated Accuracy
 AG0219;SPC FL W     -   383,330.      134,330.      MT  (+/- 180 meters Scaled)
 AG0219
 AG0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL358752(NAD 83)
 AG0219
 AG0219                          SUPERSEDED SURVEY CONTROL
 AG0219
 AG0219  NGVD 29 (??/??/92)   15.344  (m)           50.34   (f) ADJ UNCH    2 2
 AG0219
 AG0219.Superseded values are not recommended for survey control.
 AG0219
 AG0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0219.See file dsdata.pdf to determine how the superseded data were derived.
 AG0219
 AG0219_MARKER: DD = SURVEY DISK
 AG0219_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0219_SP_SET: INLET
 AG0219_STAMPING: 367
 AG0219_MARK LOGO: FLHD
 AG0219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0219+STABILITY: SURFACE MOTION
 AG0219
 AG0219  HISTORY     - Date     Condition        Report By
 AG0219  HISTORY     - UNK      MONUMENTED       FLHD
 AG0219  HISTORY     - 1976     GOOD             NGS
 AG0219  HISTORY     - 19970313 MARK NOT FOUND   USPSQD
 AG0219  HISTORY     - 20021219 MARK NOT FOUND   USPSQD
 AG0219
 AG0219                          STATION DESCRIPTION
 AG0219
 AG0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0219'IN ST PETERSBURG.
 AG0219'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687,
 AG0219'U.S. HWY. 92) AND S.R. 595 (5TH AVE. NORTH).  RUN NORTHERLY ON 4TH ST.
 AG0219'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N.  TURN LEFT AND RUN
 AG0219'WESTERLY ON 22ND AVE. N. FOR 1.75 MILES.  STATION ON LEFT, 26.2 FT.
 AG0219'SOUTH OF THE CENTERLINE OF 22ND AVE. N., 380.0 FT. EAST OF THE
 AG0219'CENTERLINE OF 25TH ST. N., 50.7 FT. WEST OF POWER POLE (NUMBER
 AG0219'1A-454393).  SET IN THE TOP OF THE CONCRETE INLET.  SECTION 14, T31S,
 AG0219'R16E.
 AG0219
 AG0219                          STATION RECOVERY (1997)
 AG0219
 AG0219'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0219'MARK NOT FOUND.
 AG0219
 AG0219                          STATION RECOVERY (2002)
 AG0219
 AG0219'RECOVERY NOTE BY US POWER SQUADRON 2002 (KNB)
 AG0219'THIS LOCATION HAS BEEN COMPLETELY REVAMPED. THE AVENUE HAS BEEN
 AG0219'WIDENED, NEW SIDEWALK POURED, AND THERE IS NO MARK IN THE NEW CONCRETE
 AG0219'INLET THERE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4745 ***********************************************************************
 AC4745  DESIGNATION -  3672 RESET
 AC4745  PID         -  AC4745
 AC4745  STATE/COUNTY-  FL/MIAMI-DADE
 AC4745  COUNTRY     -  US
 AC4745  USGS QUAD   -  COOPERTOWN (2018)
 AC4745
 AC4745                         *CURRENT SURVEY CONTROL
 AC4745  ______________________________________________________________________
 AC4745* NAD 83(1986) POSITION- 25 45 40.     (N) 080 36 37.     (W)   SCALED
 AC4745* NAVD 88 ORTHO HEIGHT -     2.627 (meters)        8.62  (feet) ADJUSTED
 AC4745  ______________________________________________________________________
 AC4745  GEOID HEIGHT    -        -24.471 (meters)                     GEOID18
 AC4745  DYNAMIC HEIGHT  -          2.623 (meters)        8.61  (feet) COMP
 AC4745  MODELED GRAVITY -    979,029.5   (mgal)                       NAVD 88
 AC4745
 AC4745  VERT ORDER      -  FIRST     CLASS II
 AC4745
 AC4745.The horizontal coordinates were scaled from a map and have
 AC4745.an estimated accuracy of +/- 6 seconds.
 AC4745
 AC4745.The orthometric height was determined by differential leveling and
 AC4745.adjusted by the NATIONAL GEODETIC SURVEY
 AC4745.in September 1992.
 AC4745
 AC4745.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4745.GEOID18 height accuracy estimate available here.
 AC4745
 AC4745.Click photographs - Photos may exist for this station.
 AC4745
 AC4745.The dynamic height is computed by dividing the NAVD 88
 AC4745.geopotential number by the normal gravity value computed on the
 AC4745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4745.degrees latitude (g = 980.6199 gals.).
 AC4745
 AC4745.The modeled gravity was interpolated from observed gravity values.
 AC4745
 AC4745;                    North         East    Units  Estimated Accuracy
 AC4745;SPC FL E     -   158,210.      239,100.      MT  (+/- 180 meters Scaled)
 AC4745
 AC4745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ390492(NAD 83)
 AC4745
 AC4745                          SUPERSEDED SURVEY CONTROL
 AC4745
 AC4745  NGVD 29 (09/01/92)    3.098  (m)           10.16   (f) ADJUSTED    1 2
 AC4745
 AC4745.Superseded values are not recommended for survey control.
 AC4745
 AC4745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4745.See file dsdata.pdf to determine how the superseded data were derived.
 AC4745
 AC4745_MARKER: DD = SURVEY DISK
 AC4745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4745_STAMPING: 3672 RESET 1988
 AC4745_MARK LOGO: USACE
 AC4745_PROJECTION: FLUSH
 AC4745_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4745+STABILITY: SURFACE MOTION
 AC4745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4745+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1992
 AC4745
 AC4745  HISTORY     - Date     Condition        Report By
 AC4745  HISTORY     - 1988     MONUMENTED       FLDT
 AC4745  HISTORY     - 19920218 GOOD             NGS
 AC4745
 AC4745                          STATION DESCRIPTION
 AC4745
 AC4745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC4745'19.8 KM (12.30 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC4745'OFFICE IN WEST MIAMI, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A ROAD
 AC4745'AT FLOOD GATE NUMBER S 334, THENCE 10.9 KM (6.75 MI) WESTERLY ALONG A
 AC4745'LEVEE ROAD, 18.6 M (61.0 FT) SOUTH OF THE CENTER OF THE ROAD, 2.6 M
 AC4745'(8.5 FT) BELOW THE LEVEL OF THE ROAD, 0.6 M (2.0 FT) SOUTH OF A
 AC4745'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4747 ***********************************************************************
 AC4747  DESIGNATION -  3673 RESET
 AC4747  PID         -  AC4747
 AC4747  STATE/COUNTY-  FL/MIAMI-DADE
 AC4747  COUNTRY     -  US
 AC4747  USGS QUAD   -  LONG ISLAND (2018)
 AC4747
 AC4747                         *CURRENT SURVEY CONTROL
 AC4747  ______________________________________________________________________
 AC4747* NAD 83(1986) POSITION- 25 45 40.     (N) 080 37 36.     (W)   SCALED
 AC4747* NAVD 88 ORTHO HEIGHT -     2.651 (meters)        8.70  (feet) ADJUSTED
 AC4747  ______________________________________________________________________
 AC4747  GEOID HEIGHT    -        -24.443 (meters)                     GEOID18
 AC4747  DYNAMIC HEIGHT  -          2.647 (meters)        8.68  (feet) COMP
 AC4747  MODELED GRAVITY -    979,029.4   (mgal)                       NAVD 88
 AC4747
 AC4747  VERT ORDER      -  FIRST     CLASS II
 AC4747
 AC4747.The horizontal coordinates were scaled from a map and have
 AC4747.an estimated accuracy of +/- 6 seconds.
 AC4747
 AC4747.The orthometric height was determined by differential leveling and
 AC4747.adjusted by the NATIONAL GEODETIC SURVEY
 AC4747.in September 1992.
 AC4747
 AC4747.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4747.GEOID18 height accuracy estimate available here.
 AC4747
 AC4747.Click photographs - Photos may exist for this station.
 AC4747
 AC4747.The dynamic height is computed by dividing the NAVD 88
 AC4747.geopotential number by the normal gravity value computed on the
 AC4747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4747.degrees latitude (g = 980.6199 gals.).
 AC4747
 AC4747.The modeled gravity was interpolated from observed gravity values.
 AC4747
 AC4747;                    North         East    Units  Estimated Accuracy
 AC4747;SPC FL E     -   158,200.      237,450.      MT  (+/- 180 meters Scaled)
 AC4747
 AC4747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ374492(NAD 83)
 AC4747
 AC4747                          SUPERSEDED SURVEY CONTROL
 AC4747
 AC4747  NGVD 29 (09/01/92)    3.121  (m)           10.24   (f) ADJUSTED    1 2
 AC4747
 AC4747.Superseded values are not recommended for survey control.
 AC4747
 AC4747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4747.See file dsdata.pdf to determine how the superseded data were derived.
 AC4747
 AC4747_MARKER: DD = SURVEY DISK
 AC4747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4747_STAMPING: 3673 RESET 1988
 AC4747_MARK LOGO: USACE
 AC4747_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4747+STABILITY: SURFACE MOTION
 AC4747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4747+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1992
 AC4747
 AC4747  HISTORY     - Date     Condition        Report By
 AC4747  HISTORY     - 1988     MONUMENTED       FLDT
 AC4747  HISTORY     - 19920219 GOOD             NGS
 AC4747
 AC4747                          STATION DESCRIPTION
 AC4747
 AC4747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC4747'19.8 KM (12.30 MI) WESTERLY ALONG U.S. HIGHWAY 41 FROM THE POST
 AC4747'OFFICE IN WEST MIAMI, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A ROAD
 AC4747'AT FLOOD GATE NUMBER S 334, THENCE 12.5 KM (7.75 MI) WESTERLY ALONG A
 AC4747'LEVEE ROAD, 12.9 M (42.3 FT) SOUTH OF THE CENTER OF THE ROAD, 1.6 M
 AC4747'(5.2 FT) BELOW THE LEVEL OF THE ROAD, 0.8 M (2.6 FT) SOUTH OF A
 AC4747'WITNESS POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0220 ***********************************************************************
 AG0220  DESIGNATION -  368
 AG0220  PID         -  AG0220
 AG0220  STATE/COUNTY-  FL/PINELLAS
 AG0220  COUNTRY     -  US
 AG0220  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0220
 AG0220                         *CURRENT SURVEY CONTROL
 AG0220  ______________________________________________________________________
 AG0220* NAD 83(1986) POSITION- 27 47 31.     (N) 082 40 05.     (W)   SCALED
 AG0220* NAVD 88 ORTHO HEIGHT -    14.838 (meters)       48.68  (feet) ADJUSTED
 AG0220  ______________________________________________________________________
 AG0220  GEOID HEIGHT    -        -24.513 (meters)                     GEOID18
 AG0220  DYNAMIC HEIGHT  -         14.816 (meters)       48.61  (feet) COMP
 AG0220  MODELED GRAVITY -    979,176.5   (mgal)                       NAVD 88
 AG0220
 AG0220  VERT ORDER      -  SECOND    CLASS II
 AG0220
 AG0220.The horizontal coordinates were scaled from a map and have
 AG0220.an estimated accuracy of +/- 6 seconds.
 AG0220
 AG0220.The orthometric height was determined by differential leveling and
 AG0220.adjusted by the NATIONAL GEODETIC SURVEY
 AG0220.in June 1991.
 AG0220
 AG0220.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0220.GEOID18 height accuracy estimate available here.
 AG0220
 AG0220.Click photographs - Photos may exist for this station.
 AG0220
 AG0220.The dynamic height is computed by dividing the NAVD 88
 AG0220.geopotential number by the normal gravity value computed on the
 AG0220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0220.degrees latitude (g = 980.6199 gals.).
 AG0220
 AG0220.The modeled gravity was interpolated from observed gravity values.
 AG0220
 AG0220;                    North         East    Units  Estimated Accuracy
 AG0220;SPC FL W     -   383,330.      134,170.      MT  (+/- 180 meters Scaled)
 AG0220
 AG0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL356752(NAD 83)
 AG0220
 AG0220                          SUPERSEDED SURVEY CONTROL
 AG0220
 AG0220  NGVD 29 (??/??/92)   15.104  (m)           49.55   (f) ADJ UNCH    2 2
 AG0220
 AG0220.Superseded values are not recommended for survey control.
 AG0220
 AG0220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0220.See file dsdata.pdf to determine how the superseded data were derived.
 AG0220
 AG0220_MARKER: DD = SURVEY DISK
 AG0220_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0220_SP_SET: INLET
 AG0220_STAMPING: 368
 AG0220_MARK LOGO: FLHD
 AG0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0220+STABILITY: SURFACE MOTION
 AG0220
 AG0220  HISTORY     - Date     Condition        Report By
 AG0220  HISTORY     - UNK      MONUMENTED       FLHD
 AG0220  HISTORY     - 1976     GOOD             NGS
 AG0220  HISTORY     - 19980416 MARK NOT FOUND   USPSQD
 AG0220  HISTORY     - 20030326 MARK NOT FOUND   USPSQD
 AG0220
 AG0220                          STATION DESCRIPTION
 AG0220
 AG0220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0220'IN ST PETERSBURG.
 AG0220'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687,
 AG0220'U.S. HWY. 92) AND S.R. 595 (5TH AVE. NORTH).  RUN NORTHERLY ON 4TH ST.
 AG0220'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N.  TURN LEFT AND RUN
 AG0220'WESTERLY ON 22ND AVE. N. FOR 1.85 MILES TO THE INTERSECTION OF 25TH
 AG0220'ST. N.  STATION ON LEFT, IN THE S.W. CORNER, 32.5 FT. SOUTH OF
 AG0220'CENTERLINE OF 22ND AVE. N., 89.5 FT. WEST OF THE CENTERLINE OF 25TH
 AG0220'ST. N.  SET IN THE TOP OF THE CONCRETE INLET.  SECTION 14, T31S, R16E.
 AG0220
 AG0220                          STATION RECOVERY (1998)
 AG0220
 AG0220'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0220'MARK NOT FOUND.
 AG0220
 AG0220                          STATION RECOVERY (2003)
 AG0220
 AG0220'RECOVERY NOTE BY US POWER SQUADRON 2003 (RE)
 AG0220'ROAD WIDENED, INLETS REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG1765 ***********************************************************************
 BG1765  DESIGNATION -  368
 BG1765  PID         -  BG1765
 BG1765  STATE/COUNTY-  FL/ESCAMBIA
 BG1765  COUNTRY     -  US
 BG1765  USGS QUAD   -  PENSACOLA (2018)
 BG1765
 BG1765                         *CURRENT SURVEY CONTROL
 BG1765  ______________________________________________________________________
 BG1765* NAD 83(1986) POSITION- 30 29 27.14   (N) 087 09 15.10   (W)   HD_HELD1
 BG1765* NAVD 88 ORTHO HEIGHT -          **(meters)           **(feet) NOT PUB
 BG1765  **This station is located in a suspected subsidence area (see below).
 BG1765  ______________________________________________________________________
 BG1765  GEOID HEIGHT    -        -27.413 (meters)                     GEOID18
 BG1765  DYNAMIC HEIGHT  -          6.355 (meters)       20.85  (feet) COMP
 BG1765  MODELED GRAVITY -    979,355.3   (mgal)                       NAVD 88
 BG1765
 BG1765.The horizontal coordinates were determined by differentially corrected
 BG1765.hand held GPS observations or other comparable positioning techniques
 BG1765.and have an estimated accuracy of +/- 3 meters.
 BG1765
 BG1765.** This station is in an area of known vertical motion. If an
 BG1765.** orthometric height was ever established but is not available 
 BG1765.** in the current survey control section, the orthometric height
 BG1765.** is considered suspect.  Suspect heights are available in the
 BG1765.** superseded section only if requested.
 BG1765
 BG1765.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG1765.GEOID18 height accuracy estimate available here.
 BG1765
 BG1765.Click photographs - Photos may exist for this station.
 BG1765
 BG1765.The dynamic height is computed by dividing the NAVD 88
 BG1765.geopotential number by the normal gravity value computed on the
 BG1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1765.degrees latitude (g = 980.6199 gals.).
 BG1765
 BG1765.The modeled gravity was interpolated from observed gravity values.
 BG1765
 BG1765;                    North         East    Units  Estimated Accuracy
 BG1765;SPC FL N     -   168,226.9     345,208.5     MT  (+/- 3 meters HH1 GPS) 
 BG1765
 BG1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU8520273190(NAD 83)
 BG1765
 BG1765                          SUPERSEDED SURVEY CONTROL
 BG1765
 BG1765.No superseded survey control is available for this station.
 BG1765
 BG1765_MARKER: DD = SURVEY DISK
 BG1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1765_STAMPING: NO 368 ELEV 21
 BG1765_MARK LOGO: USACE
 BG1765_PROJECTION: FLUSH
 BG1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1765+STABILITY: SURFACE MOTION
 BG1765
 BG1765  HISTORY     - Date     Condition        Report By
 BG1765  HISTORY     - UNK      MONUMENTED       USACE
 BG1765  HISTORY     - 1955     GOOD             CGS
 BG1765  HISTORY     - 1974     GOOD             NGS
 BG1765  HISTORY     - 1980     MARK NOT FOUND   NGS
 BG1765
 BG1765                          STATION DESCRIPTION
 BG1765
 BG1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG1765'7 MI NE FROM PENSACOLA.
 BG1765'7.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BG1765'FROM THE STATION AT PENSACOLA, AT GULL POINT, 21 1/2 FEET
 BG1765'EAST OF EAST RAIL, 135 FEET SOUTH-SOUTHEAST OF CENTER OF A
 BG1765'ROAD CROSSING, 124 FEET NORTH-NORTHWEST OF NORTHWEST CORNER
 BG1765'OF AN ABANDONED FRAME HOUSE WITH A BRICK ADDITION ON ITS EAST
 BG1765'SIDE, 19 1/2 FEET WEST OF CENTER LINE OF A DRIVE LEADING SOUTH
 BG1765'AND SOUTHEAST, 14 FEET SOUTHEAST OF NORTHEAST CORNER OF STATION
 BG1765'PLATFORM CURBING OF OLD STATION, 9 FEET NORTH NORTHEAST OF
 BG1765'A 26-INCH LIVE OAK TREE, IN THE WEST EDGE OF AN ABANDONED DRIVE TO
 BG1765'OLD HOUSE, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE
 BG1765'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 BG1765
 BG1765                          STATION RECOVERY (1974)
 BG1765
 BG1765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BG1765'RECOVERED IN GOOD CONDITION.
 BG1765
 BG1765                          STATION RECOVERY (1980)
 BG1765
 BG1765'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BG1765'ASSUME DESTROYED AS CONCRETE POST WAS FOUND AT THIS LOCATION
 BG1765'WITH ONLY STEM OF DISK REMAINING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0221 ***********************************************************************
 AG0221  DESIGNATION -  369
 AG0221  PID         -  AG0221
 AG0221  STATE/COUNTY-  FL/PINELLAS
 AG0221  COUNTRY     -  US
 AG0221  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0221
 AG0221                         *CURRENT SURVEY CONTROL
 AG0221  ______________________________________________________________________
 AG0221* NAD 83(1986) POSITION- 27 47 31.     (N) 082 40 11.     (W)   SCALED
 AG0221* NAVD 88 ORTHO HEIGHT -    14.755 (meters)       48.41  (feet) ADJUSTED
 AG0221  ______________________________________________________________________
 AG0221  GEOID HEIGHT    -        -24.511 (meters)                     GEOID18
 AG0221  DYNAMIC HEIGHT  -         14.733 (meters)       48.34  (feet) COMP
 AG0221  MODELED GRAVITY -    979,176.5   (mgal)                       NAVD 88
 AG0221
 AG0221  VERT ORDER      -  SECOND    CLASS II
 AG0221
 AG0221.The horizontal coordinates were scaled from a map and have
 AG0221.an estimated accuracy of +/- 6 seconds.
 AG0221
 AG0221.The orthometric height was determined by differential leveling and
 AG0221.adjusted by the NATIONAL GEODETIC SURVEY
 AG0221.in June 1991.
 AG0221
 AG0221.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0221.GEOID18 height accuracy estimate available here.
 AG0221
 AG0221.Click photographs - Photos may exist for this station.
 AG0221
 AG0221.The dynamic height is computed by dividing the NAVD 88
 AG0221.geopotential number by the normal gravity value computed on the
 AG0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0221.degrees latitude (g = 980.6199 gals.).
 AG0221
 AG0221.The modeled gravity was interpolated from observed gravity values.
 AG0221
 AG0221;                    North         East    Units  Estimated Accuracy
 AG0221;SPC FL W     -   383,330.      134,000.      MT  (+/- 180 meters Scaled)
 AG0221
 AG0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL355752(NAD 83)
 AG0221
 AG0221                          SUPERSEDED SURVEY CONTROL
 AG0221
 AG0221  NGVD 29 (??/??/92)   15.021  (m)           49.28   (f) ADJ UNCH    2 2
 AG0221
 AG0221.Superseded values are not recommended for survey control.
 AG0221
 AG0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0221.See file dsdata.pdf to determine how the superseded data were derived.
 AG0221
 AG0221_MARKER: DD = SURVEY DISK
 AG0221_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0221_SP_SET: INLET
 AG0221_STAMPING: 369
 AG0221_MARK LOGO: FLHD
 AG0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0221+STABILITY: SURFACE MOTION
 AG0221
 AG0221  HISTORY     - Date     Condition        Report By
 AG0221  HISTORY     - UNK      MONUMENTED       FLHD
 AG0221  HISTORY     - 1976     GOOD             NGS
 AG0221  HISTORY     - 19970313 MARK NOT FOUND   USPSQD
 AG0221  HISTORY     - 20021219 MARK NOT FOUND   USPSQD
 AG0221
 AG0221                          STATION DESCRIPTION
 AG0221
 AG0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0221'IN ST PETERSBURG.
 AG0221'TO REACH THE STATION FROM THE INTERSECTION OF 4TH ST. (S.R. 687, U.S.
 AG0221'HWY. 92) AND S.R. 595 (5TH AVE. NORTH).  RUN NORTHERLY ON 4TH ST. N.
 AG0221'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N.  TURN LEFT AND RUN
 AG0221'WESTERLY ON 22ND AVE. N. FOR 2.00 MILES TO THE INTERSECTION OF 26TH
 AG0221'ST. N.  STATION ON LEFT, 31.9 FT. SOUTH OF THE CENTERLINE OF 22ND AVE.
 AG0221'N., 39.7 FT. WEST OF THE EXTENDED CENTERLINE OF 26TH ST. N.  SET IN
 AG0221'THE TOP OF A CONCRETE INLET.  SECTION 14, T31S, R16E.
 AG0221
 AG0221                          STATION RECOVERY (1997)
 AG0221
 AG0221'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0221'MARK NOT FOUND.
 AG0221
 AG0221                          STATION RECOVERY (2002)
 AG0221
 AG0221'RECOVERY NOTE BY US POWER SQUADRON 2002 (KNB)
 AG0221'THIS LOCATION HAS BEEN COMPLETELY REVAMPED. THE AVENUE HAS BEEN
 AG0221'WIDENED, NEW SIDEWALK POURED, AND THERE IS NO MARK IN THE NEW CONCRETE
 AG0221'INLET THERE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1923 ***********************************************************************
 AR1923  DESIGNATION -  3690 GPS 1
 AR1923  PID         -  AR1923
 AR1923  STATE/COUNTY-  FL/MARION
 AR1923  COUNTRY     -  US
 AR1923  USGS QUAD   -  OCALA EAST (2018)
 AR1923
 AR1923                         *CURRENT SURVEY CONTROL
 AR1923  ______________________________________________________________________
 AR1923* NAD 83(2011) POSITION- 29 11 12.78063(N) 082 06 06.72673(W)   ADJUSTED
 AR1923* NAD 83(2011) ELLIP HT-     6.257 (meters)        (06/27/12)   ADJUSTED
 AR1923* NAD 83(2011) EPOCH   -  2010.00
 AR1923* NAVD 88 ORTHO HEIGHT -    34.161 (meters)      112.08  (feet) ADJUSTED
 AR1923  ______________________________________________________________________
 AR1923  GEOID HEIGHT    -        -27.881 (meters)                     GEOID18
 AR1923  NAD 83(2011) X  -    765,767.096 (meters)                     COMP
 AR1923  NAD 83(2011) Y  - -5,519,908.331 (meters)                     COMP
 AR1923  NAD 83(2011) Z  -  3,092,004.422 (meters)                     COMP
 AR1923  LAPLACE CORR    -         -0.97  (seconds)                    DEFLEC18
 AR1923  DYNAMIC HEIGHT  -         34.113 (meters)      111.92  (feet) COMP
 AR1923  MODELED GRAVITY -    979,248.1   (mgal)                       NAVD 88
 AR1923
 AR1923  VERT ORDER      -  FIRST     CLASS II
 AR1923
 AR1923  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AR1923  Standards:
 AR1923         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AR1923            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AR1923  -------------------------------------------------------------------
 AR1923  NETWORK    2.48   2.78           1.20   0.66   1.42      0.20619357
 AR1923  -------------------------------------------------------------------
 AR1923  Click here for local accuracies and other accuracy information.
 AR1923
 AR1923.The horizontal coordinates were established by GPS observations
 AR1923.and adjusted by the National Geodetic Survey in June 2012.
 AR1923
 AR1923.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AR1923.been affixed to the stable North American tectonic plate. See 
 AR1923.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AR1923
 AR1923.The horizontal coordinates are valid at the epoch date displayed above
 AR1923.which is a decimal equivalence of Year/Month/Day.
 AR1923
 AR1923.The orthometric height was determined by differential leveling and
 AR1923.adjusted by the NATIONAL GEODETIC SURVEY
 AR1923.in September 1996.
 AR1923
 AR1923.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1923.GEOID18 height accuracy estimate available here.
 AR1923
 AR1923.Click photographs - Photos may exist for this station.
 AR1923
 AR1923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1923
 AR1923.The Laplace correction was computed from DEFLEC18 derived deflections.
 AR1923
 AR1923.The ellipsoidal height was determined by GPS observations
 AR1923.and is referenced to NAD 83.
 AR1923
 AR1923.The dynamic height is computed by dividing the NAVD 88
 AR1923.geopotential number by the normal gravity value computed on the
 AR1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1923.degrees latitude (g = 980.6199 gals.).
 AR1923
 AR1923.The modeled gravity was interpolated from observed gravity values.
 AR1923
 AR1923. The following values were computed from the NAD 83(2011) position.
 AR1923
 AR1923;                    North         East     Units Scale Factor Converg.
 AR1923;SPC FL W     -   537,746.785   190,092.528   MT  0.99994239   -0 02 58.8
 AR1923;SPC FL W     - 1,764,257.58    623,661.90   sFT  0.99994239   -0 02 58.8
 AR1923;UTM  17      - 3,229,193.392   392,868.204   MT  0.99974162   -0 32 14.6
 AR1923
 AR1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1923!SPC FL W     -   0.99999902  x   0.99994239  =   0.99994141
 AR1923!UTM  17      -   0.99999902  x   0.99974162  =   0.99974064
 AR1923
 AR1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN9286829193(NAD 83)
 AR1923
 AR1923                          SUPERSEDED SURVEY CONTROL
 AR1923
 AR1923  NAD 83(2007)-  29 11 12.78058(N)    082 06 06.72747(W) AD(2002.00) 0
 AR1923  ELLIP H (02/10/07)    6.272  (m)                       GP(2002.00)    
 AR1923  NAD 83(1999)-  29 11 12.78044(N)    082 06 06.72744(W) AD(       ) 2
 AR1923  ELLIP H (09/30/02)    6.252  (m)                       GP(       ) 4 2
 AR1923  NAD 83(1990)-  29 11 12.77877(N)    082 06 06.72741(W) AD(       ) 2
 AR1923  ELLIP H (03/04/92)    6.218  (m)                       GP(       ) 4 2
 AR1923  NAVD 88 (03/04/92)   34.2    (m)  GEOID90  model used  GPS OBS        
 AR1923
 AR1923.Superseded values are not recommended for survey control.
 AR1923
 AR1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1923.See file dsdata.pdf to determine how the superseded data were derived.
 AR1923
 AR1923_MARKER: DD = SURVEY DISK
 AR1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1923_STAMPING: 3690 GPS 1
 AR1923_MARK LOGO: FLDT
 AR1923_PROJECTION: FLUSH
 AR1923_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1923+STABILITY: SURFACE MOTION
 AR1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1923+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2015
 AR1923
 AR1923  HISTORY     - Date     Condition        Report By
 AR1923  HISTORY     - 1990     MONUMENTED       FLDT
 AR1923  HISTORY     - 19940119 GOOD             FLDEP
 AR1923  HISTORY     - 20040922 GOOD             USPSQD
 AR1923  HISTORY     - 20050413 GOOD             FLDEP
 AR1923  HISTORY     - 20070125 GOOD             USPSQD
 AR1923  HISTORY     - 20090723 GOOD             FLDEP
 AR1923  HISTORY     - 20141216 GOOD             FLDEP
 AR1923  HISTORY     - 20150413 GOOD             CA
 AR1923
 AR1923                          STATION DESCRIPTION
 AR1923
 AR1923'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AR1923'THE STATION IS LOCATED IN A GRASSY AREA ON THE SOUTH SIDE OF THE
 AR1923'ASPHALT PARKING LOT OF THE FLORIDA HIGHWAY PATROL (FHP) STATION ON THE
 AR1923'EASTERLY SIDE OF OCALA, FL. IN THE VICINITY OF 25TH AVE. ON THE SOUTH
 AR1923'SIDE OF SR-40.
 AR1923'TO REACH THE STATION FROM THE INTERSECTION OF 25TH AVE. AND SR-40 IN
 AR1923'OCALA, PROCEED EAST ON SR-40 .06 KM (0.05 MI) TO DRIVEWAY ENTRANCE OF
 AR1923'FHP STATION ON RIGHT. ENTER DRIVEWAY AND PROCEED SOUTH TO SOUTH EDGE
 AR1923'OF PARKING LOT AND STATION DIRECTLY AHEAD.
 AR1923'THE STATION PROJECTS 5 CM ABOVE THE GROUND AND IS LOCATED
 AR1923'APPROXIMATELY 76.2 M (250.0 FT) SE OF A LARGE RADIO TOWER, 11.98 M
 AR1923'(39.3 FT) E OF A METAL WITNESS POST, 7.71 M (25.3 FT) S OF S EDGE OF
 AR1923'ASPHALT PARKING LOT, 30.33 M (99.5 FT) SE OF THE SE CORNER OF THE FHP
 AR1923'STATION BUILDING AND 10.49 M (34.4 FT) SW OF SW CORNER OF FHP DRIVERS
 AR1923'LICENSE BUILDING.
 AR1923'DESCRIBED BY MAX CHERBONNEAUX
 AR1923
 AR1923                          STATION RECOVERY (1994)
 AR1923
 AR1923'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994 (PBM)
 AR1923'THE MARK IS IN OCALA AT THE FLORIDA HIGHWAY PATROL STATION ON STATE
 AR1923'ROAD 40 (EAST SILVER SPRINGS ROAD) , ABOUT 3.4 MI (5.5 KM) SOUTHWEST
 AR1923'OF SILVER SPRINGS IN SECTION 15, TOWNSHIP 15 SOUTH, RANGE 22 EAST. TO
 AR1923'REACH THE MARK FROM THE INTERSECTION OF U.S.  HIGHWAY 301, 441, 27
 AR1923'(PINE STREET) AND STATE ROAD 40 (EAST SILVER SPRINGS ROAD) IN OCALA,
 AR1923'GO EAST ON STATE ROAD 40 (EAST SILVER SPRINGS ROAD) FOR 2.2 MI (3.5
 AR1923'KM) TO A LARGE RADIO ANTENNA TOWER AND THE FLORIDA HIGHWAY PATROL
 AR1923'STATION, TURN RIGHT AND THE MARK ON THE RIGHT, SET IN TOP OF A ROUND
 AR1923'CONCRETE MONUMENT FLUSH WITH THE GROUND AND APPROXIMATELY 6.5 FT (2.0
 AR1923'M) ABOVE THE LEVEL OF STATE ROAD 40 (EAST SILVER SPRINGS ROAD) , 106.0
 AR1923'FT (32.3 M) SOUTH-SOUTHWEST OF A 26-INCH PECAN TREE, 99.3 FT (30.3 M)
 AR1923'SOUTHEAST OF THE SOUTHEAST CORNER OF THE FLORIDA HIGHWAY PATROL
 AR1923'STATION BUILDING, 69.3 FT (21.1 M) EAST-NORTHEAST OF A LIGHT POLE
 AR1923'NUMBER J352YL5065 WITH ONE LIGHT AND ONE GUY WIRE ATTACHED AND 39.3 FT
 AR1923'(12.0 M) NORTHEAST OF A POWER POLE NUMBER J352 WITH A WITNESS PLAQUE
 AR1923'ATTACHED.
 AR1923
 AR1923                          STATION RECOVERY (2004)
 AR1923
 AR1923'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJM)
 AR1923'RECOVERED IN GOOD CONDITION.
 AR1923
 AR1923                          STATION RECOVERY (2005)
 AR1923
 AR1923'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AR1923'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING CHANGE.
 AR1923'
 AR1923'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 40 AND U.S.
 AR1923'HIGHWAY 301, 441, 27 IN  OCALA, GO EAST ON STATE ROAD 40 FOR 2.3 MI TO
 AR1923'THE MARK ON THE RIGHT.
 AR1923
 AR1923                          STATION RECOVERY (2007)
 AR1923
 AR1923'RECOVERY NOTE BY US POWER SQUADRON 2007 (JJM)
 AR1923'RECOVERED IN GOOD CONDITION.
 AR1923
 AR1923                          STATION RECOVERY (2009)
 AR1923
 AR1923'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AR1923'RECOVERED AS DESCRIBED.
 AR1923
 AR1923                          STATION RECOVERY (2014)
 AR1923
 AR1923'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 AR1923'RECOVERED AS DESCRIBED.
 AR1923
 AR1923                          STATION RECOVERY (2015)
 AR1923
 AR1923'RECOVERY NOTE BY COLUMBIA AMERICA SURVEYING 2015 (CMM)
 AR1923'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5700 ***********************************************************************
 AK5700  DESIGNATION -  36A AZ REF 1 1961
 AK5700  PID         -  AK5700
 AK5700  STATE/COUNTY-  FL/BREVARD
 AK5700  COUNTRY     -  US
 AK5700  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK5700
 AK5700                         *CURRENT SURVEY CONTROL
 AK5700  ______________________________________________________________________
 AK5700* NAD 83(1990) POSITION- 28 28 09.49459(N) 080 32 18.12451(W)   ADJUSTED
 AK5700* NAVD 88 ORTHO HEIGHT -    10.    (meters)       33.    (feet) SCALED
 AK5700  ______________________________________________________________________
 AK5700  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 AK5700  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 AK5700  HORZ ORDER      -  SECOND
 AK5700
 AK5700.The horizontal coordinates were established by classical geodetic methods
 AK5700.and adjusted by the National Geodetic Survey in May 1991.
 AK5700
 AK5700.The orthometric height was scaled from a topographic map.
 AK5700
 AK5700.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5700.GEOID18 height accuracy estimate available here.
 AK5700
 AK5700.Click photographs - Photos may exist for this station.
 AK5700
 AK5700.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK5700
 AK5700. The following values were computed from the NAD 83(1990) position.
 AK5700
 AK5700;                    North         East     Units Scale Factor Converg.
 AK5700;SPC FL E     -   458,302.539   245,206.361   MT  0.99996639   +0 13 12.2
 AK5700;SPC FL E     - 1,503,614.25    804,481.20   sFT  0.99996639   +0 13 12.2
 AK5700;UTM  17      - 3,149,278.149   545,190.937   MT  0.99962520   +0 13 12.2
 AK5700
 AK5700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5700!SPC FL E     -   1.00000293  x   0.99996639  =   0.99996932
 AK5700!UTM  17      -   1.00000293  x   0.99962520  =   0.99962813
 AK5700
 AK5700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4519049278(NAD 83)
 AK5700
 AK5700                          SUPERSEDED SURVEY CONTROL
 AK5700
 AK5700  NAD 83(1986)-  28 28 09.50077(N)    080 32 18.13772(W) AD(       ) 2
 AK5700  NAD 27      -  28 28 08.49919(N)    080 32 18.95409(W) AD(       ) 2
 AK5700
 AK5700.Superseded values are not recommended for survey control.
 AK5700
 AK5700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5700.See file dsdata.pdf to determine how the superseded data were derived.
 AK5700
 AK5700_MARKER: DD = SURVEY DISK
 AK5700_SETTING: 0 = UNSPECIFIED SETTING
 AK5700_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5700
 AK5700  HISTORY     - Date     Condition        Report By
 AK5700  HISTORY     - 1961     MONUMENTED       CGS
 AK5700
 AK5700                          STATION DESCRIPTION
 AK5700
 AK5700'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (LSB)
 AK5700'THIS STATION IS LOCATED IN COMPLEX 36 AT CAPE CANAVERAL,
 AK5700'FLORIDA.  IT IS SET IN THE FLOOR OF A SMALL ALIGNMENT BUILDING NEAR
 AK5700'THE SOUTH END OF THE LAUNCH RAMP.  IT IS A SMOOTH BRASS DISK WITH
 AK5700'A SMALL CENTER PUNCH HOLE WITH A SMALL TRIANGLE INSCRIBED AROUND
 AK5700'IT.  THE DISK IS STAMPED AZI. REF. NO.1.
 AK5700'
 AK5700'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM THIRTY SIX A
 AK5700'RM.1 AND THE DISTANCE IS 2.422 METERS OR 7.95 FEET.
 AK5700'
 AK5700'AZIMUTH REFERENCE NO.3 IS A SMOOTH BRASS DISK IN A DRILL HOLE AT
 AK5700'THE TOP OF THE SLOPING RAMP.  IT IS MARKED THE SAME AS NO.1 AND
 AK5700'STAMPED AZI. REF. NO.3.  IT WAS SET ON LINE WITH THE CENTER OF
 AK5700'STAND 36 A.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5703 ***********************************************************************
 AK5703  DESIGNATION -  36A AZ REF 2 1961
 AK5703  PID         -  AK5703
 AK5703  STATE/COUNTY-  FL/BREVARD
 AK5703  COUNTRY     -  US
 AK5703  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK5703
 AK5703                         *CURRENT SURVEY CONTROL
 AK5703  ______________________________________________________________________
 AK5703* NAD 83(1990) POSITION- 28 28 19.18987(N) 080 32 24.46897(W)   ADJUSTED
 AK5703* NAVD 88 ORTHO HEIGHT -    10.    (meters)       33.    (feet) SCALED
 AK5703  ______________________________________________________________________
 AK5703  GEOID HEIGHT    -        -28.274 (meters)                     GEOID18
 AK5703  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 AK5703  HORZ ORDER      -  SECOND
 AK5703
 AK5703.The horizontal coordinates were established by classical geodetic methods
 AK5703.and adjusted by the National Geodetic Survey in May 1991.
 AK5703
 AK5703.The orthometric height was scaled from a topographic map.
 AK5703
 AK5703.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5703.GEOID18 height accuracy estimate available here.
 AK5703
 AK5703.Click photographs - Photos may exist for this station.
 AK5703
 AK5703.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK5703
 AK5703. The following values were computed from the NAD 83(1990) position.
 AK5703
 AK5703;                    North         East     Units Scale Factor Converg.
 AK5703;SPC FL E     -   458,600.337   245,032.635   MT  0.99996619   +0 13 09.3
 AK5703;SPC FL E     - 1,504,591.27    803,911.24   sFT  0.99996619   +0 13 09.3
 AK5703;UTM  17      - 3,149,575.846   545,017.270   MT  0.99962501   +0 13 09.3
 AK5703
 AK5703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5703!SPC FL E     -   1.00000293  x   0.99996619  =   0.99996912
 AK5703!UTM  17      -   1.00000293  x   0.99962501  =   0.99962794
 AK5703
 AK5703:                Primary Azimuth Mark                     Grid Az
 AK5703:SPC FL E     -  CENTRAL SE BASE                          173 14 17.5
 AK5703:UTM  17      -  CENTRAL SE BASE                          173 14 17.5
 AK5703
 AK5703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4501749575(NAD 83)
 AK5703
 AK5703|---------------------------------------------------------------------|
 AK5703| PID    Reference Object                     Distance      Geod. Az  |
 AK5703|                                                           dddmmss.s |
 AK5703| AK2329 THIRTY SIX A                        244.181 METERS 10816     |
 AK5703| AK5131 THIRTY SIX A RM 1                   343.076 METERS 14940     |
 AK5703| AK2363 CENTRAL SE BASE                     APPROX. 0.6 KM 1732726.8 |
 AK5703|---------------------------------------------------------------------|
 AK5703
 AK5703                          SUPERSEDED SURVEY CONTROL
 AK5703
 AK5703  NAD 83(1986)-  28 28 19.19593(N)    080 32 24.48189(W) AD(       ) 2
 AK5703  NAD 27      -  28 28 18.19477(N)    080 32 25.29866(W) AD(       ) 2
 AK5703
 AK5703.Superseded values are not recommended for survey control.
 AK5703
 AK5703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5703.See file dsdata.pdf to determine how the superseded data were derived.
 AK5703
 AK5703_MARKER: DD = SURVEY DISK
 AK5703_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK5703+WITH SETTING: PAVEMENT
 AK5703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5703+STABILITY: SURFACE MOTION
 AK5703
 AK5703  HISTORY     - Date     Condition        Report By
 AK5703  HISTORY     - 1961     MONUMENTED       CGS
 AK5703
 AK5703                          STATION DESCRIPTION
 AK5703
 AK5703'DESCRIBED BY COAST AND GEODETIC SURVEY 1961 (LSB)
 AK5703'THE STATION IS LOCATED ON TOP OF THE BLOCKHOUSE AT COMPLEX 36
 AK5703'AT CAPE CANAVERAL.  IT IS SET IN A DRILL HOLE 7 FEET SOUTHEAST
 AK5703'OF THE ENTRANCE TO A 10 X 26 FOOT CONCRETE SLAB ON TOP OF THE
 AK5703'BLOCKHOUSE.  IT IS A SMOOTH BRASS DISK WITH A SMALL PUNCH HOLE
 AK5703'NEAR THE CENTER AND HAS A SMALL TRIANGLE SCRIBED AROUND THE PUNCH
 AK5703'HOLE.  IT IS STAMPED AZI. REF. NO. 2.
 AK5703'
 AK5703'A TRAVERSE CONNECTION WAS MADE TO THIS MARK FROM AZIMUTH REFERENCE
 AK5703'OFFSET WHICH IS A NAIL DRIVEN IN THE CONCRETE AND WAS USED ONLY
 AK5703'TO LOCATE AZIMUTH REF. NO.2.  THE DISTANCE IS 2.0668 METERS OR
 AK5703'6.78 FEET.
 AK5703'
 AK5703'AZIMUTH REFERENCE NO.4 IS APPROX. 230 METERS TOWARD THE LAUNCH
 AK5703'STAND AND IS SET IN A DRILL HOLE IN A CONCRETE SLAB AT GROUND
 AK5703'LEVEL JUST WEST OF THE LAUNCHER.  IT WAS SET ON LINE WITH THE
 AK5703'CENTER OF STAND 36 A AND IS MARKED SIMILAR TO AZIMUTH REFERENCE
 AK5703'2.  IT IS STAMPED AZI. REF. NO.4.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5702 ***********************************************************************
 AK5702  DESIGNATION -  36A AZ REF 2 OFFSET 1961
 AK5702  PID         -  AK5702
 AK5702  STATE/COUNTY-  FL/BREVARD
 AK5702  COUNTRY     -  US
 AK5702  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK5702
 AK5702                         *CURRENT SURVEY CONTROL
 AK5702  ______________________________________________________________________
 AK5702* NAD 83(1990) POSITION- 28 28 19.12495(N) 080 32 24.48842(W)   ADJUSTED
 AK5702* NAVD 88 ORTHO HEIGHT -    10.    (meters)       33.    (feet) SCALED
 AK5702  ______________________________________________________________________
 AK5702  GEOID HEIGHT    -        -28.273 (meters)                     GEOID18
 AK5702  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 AK5702  HORZ ORDER      -  SECOND
 AK5702
 AK5702.The horizontal coordinates were established by classical geodetic methods
 AK5702.and adjusted by the National Geodetic Survey in May 1991.
 AK5702
 AK5702.The orthometric height was scaled from a topographic map.
 AK5702
 AK5702.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5702.GEOID18 height accuracy estimate available here.
 AK5702
 AK5702.Click photographs - Photos may exist for this station.
 AK5702
 AK5702.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK5702
 AK5702. The following values were computed from the NAD 83(1990) position.
 AK5702
 AK5702;                    North         East     Units Scale Factor Converg.
 AK5702;SPC FL E     -   458,598.337   245,032.114   MT  0.99996619   +0 13 09.2
 AK5702;SPC FL E     - 1,504,584.71    803,909.53   sFT  0.99996619   +0 13 09.2
 AK5702;UTM  17      - 3,149,573.846   545,016.749   MT  0.99962501   +0 13 09.2
 AK5702
 AK5702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5702!SPC FL E     -   1.00000293  x   0.99996619  =   0.99996912
 AK5702!UTM  17      -   1.00000293  x   0.99962501  =   0.99962794
 AK5702
 AK5702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4501649573(NAD 83)
 AK5702
 AK5702|---------------------------------------------------------------------|
 AK5702| PID    Reference Object                     Distance      Geod. Az  |
 AK5702|                                                           dddmmss.s |
 AK5702| AK5703 36A AZ REF 2 1961                     2.067 METERS 01450     |
 AK5702| AK2329 THIRTY SIX A                        244.066 METERS 10746     |
 AK5702| AK5131 THIRTY SIX A RM 1                   341.621 METERS 14926     |
 AK5702|---------------------------------------------------------------------|
 AK5702
 AK5702                          SUPERSEDED SURVEY CONTROL
 AK5702
 AK5702  NAD 83(1986)-  28 28 19.13085(N)    080 32 24.50140(W) AD(       ) 2
 AK5702  NAD 27      -  28 28 18.12983(N)    080 32 25.31810(W) AD(       ) 2
 AK5702
 AK5702.Superseded values are not recommended for survey control.
 AK5702
 AK5702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5702.See file dsdata.pdf to determine how the superseded data were derived.
 AK5702
 AK5702_MARKER: Z = SEE DESCRIPTION
 AK5702_SETTING: 0 = UNSPECIFIED SETTING
 AK5702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5702
 AK5702  HISTORY     - Date     Condition        Report By
 AK5702  HISTORY     - 1961     MONUMENTED       CGS
 AK5702
 AK5702                          STATION DESCRIPTION
 AK5702
 AK5702'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 AK5702'SEE STATION 36 AZ REF 2
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5697 ***********************************************************************
 AK5697  DESIGNATION -  36B AZ REF 1
 AK5697  PID         -  AK5697
 AK5697  STATE/COUNTY-  FL/BREVARD
 AK5697  COUNTRY     -  US
 AK5697  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK5697
 AK5697                         *CURRENT SURVEY CONTROL
 AK5697  ______________________________________________________________________
 AK5697* NAD 83(1990) POSITION- 28 27 58.91150(N) 080 32 31.23025(W)   ADJUSTED
 AK5697* NAVD 88 ORTHO HEIGHT -     2.34  (+/-2cm)        7.7   (feet) VERTCON3
 AK5697  ______________________________________________________________________
 AK5697  GEOID HEIGHT    -        -28.272 (meters)                     GEOID18
 AK5697  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 AK5697  HORZ ORDER      -  SECOND
 AK5697  VERT ORDER      -  THIRD ? (See Below)
 AK5697
 AK5697.The horizontal coordinates were established by classical geodetic methods
 AK5697.and adjusted by the National Geodetic Survey in May 1991.
 AK5697
 AK5697.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5697
 AK5697.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5697.GEOID18 height accuracy estimate available here.
 AK5697
 AK5697.The vertical order pertains to the NGVD 29 superseded value.
 AK5697
 AK5697.Click photographs - Photos may exist for this station.
 AK5697
 AK5697.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK5697
 AK5697. The following values were computed from the NAD 83(1990) position.
 AK5697
 AK5697;                    North         East     Units Scale Factor Converg.
 AK5697;SPC FL E     -   457,975.385   244,851.096   MT  0.99996599   +0 13 05.9
 AK5697;SPC FL E     - 1,502,540.91    803,315.64   sFT  0.99996599   +0 13 05.9
 AK5697;UTM  17      - 3,148,951.107   544,835.793   MT  0.99962481   +0 13 05.9
 AK5697
 AK5697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5697!SPC FL E     -   1.00000407  x   0.99996599  =   0.99997006
 AK5697!UTM  17      -   1.00000407  x   0.99962481  =   0.99962888
 AK5697
 AK5697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4483548951(NAD 83)
 AK5697
 AK5697                          SUPERSEDED SURVEY CONTROL
 AK5697
 AK5697  NAD 83(1986)-  28 27 58.91752(N)    080 32 31.24349(W) AD(       ) 2
 AK5697  NAD 27      -  28 27 57.91532(N)    080 32 32.05941(W) AD(       ) 2
 AK5697  NGVD 29               2.72   (m)            8.9    (f) LEVELING    3  
 AK5697
 AK5697.Superseded values are not recommended for survey control.
 AK5697
 AK5697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5697.See file dsdata.pdf to determine how the superseded data were derived.
 AK5697
 AK5697_MARKER: DD = SURVEY DISK
 AK5697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5697_STAMPING: AZI REF NO 1 1965
 AK5697_PROJECTION: FLUSH
 AK5697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5697+STABILITY: SURFACE MOTION
 AK5697
 AK5697  HISTORY     - Date     Condition        Report By
 AK5697  HISTORY     - 1965     MONUMENTED       CGS
 AK5697
 AK5697                          STATION DESCRIPTION
 AK5697
 AK5697'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK5697'STATION IS LOCATED AT CAPE KENNEDY IN COMPLEX 36 B, ABOUT 500
 AK5697'FEET SOUTHWEST OF THE CENTER OF THE LAUNCHER AND IN THE SOUTH
 AK5697'THEODOLITE BUILDING.
 AK5697'
 AK5697'THE MARK IS A SMOOTH BRASS DISK SET IN A 9 INCH SQUARE CONCRETE
 AK5697'POST, FLUSH WITH THE FLOOR AND IS STAMPED AZI REF NO 1 1965.
 AK5697'
 AK5697'A TRAVERSE CONNECTION WAS MADE FROM THIRTY SIX B RM 1 TO A PUNCH
 AK5697'HOLE WITHIN A TRIANGLE AND THE DISTANCE IS 7.77 FEET OR 2.3682
 AK5697'METERS.
 AK5697'
 AK5697'AZI REF NO 4 IS A SMOOTH BRASS DISK CEMENTED IN A DRILL HOLE IN
 AK5697'THE CONCRETE APRON OF PAD 36 B. 44 FEET SOUTHWEST OF THE CENTER
 AK5697'OF THE LAUNCH RING, FLUSH WITH THE FLOOR AND STAMPED AZI REF NO 4
 AK5697'1965.  THE POINT LOCATED IS A PUNCH HOLE IN CENTER OF THE DISK
 AK5697'AND WITHIN A TRIANGLE.
 AK5697'
 AK5697'AZI REF NO 5 IS A SMOOTH BRASS DISK SET IN A DRILL HOLE IN THE
 AK5697'CONCRETE PAD 36 B. 15 FEET SOUTHWEST OF THE CENTER OF THE LAUNCH
 AK5697'RING, FLUSH WITH THE FLOOR AND STAMPED AZI REF NO 5 1965.  THE
 AK5697'POINT LOCATED IS A PUNCH HOLE IN THE CENTER OF THE DISK AND
 AK5697'WITHIN A TRIANGLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5699 ***********************************************************************
 AK5699  DESIGNATION -  36B AZ REF 2
 AK5699  PID         -  AK5699
 AK5699  STATE/COUNTY-  FL/BREVARD
 AK5699  COUNTRY     -  US
 AK5699  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK5699
 AK5699                         *CURRENT SURVEY CONTROL
 AK5699  ______________________________________________________________________
 AK5699* NAD 83(1990) POSITION- 28 28 08.18181(N) 080 32 32.52514(W)   ADJUSTED
 AK5699* NAVD 88 ORTHO HEIGHT -     2.40  (+/-2cm)        7.9   (feet) VERTCON3
 AK5699  ______________________________________________________________________
 AK5699  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 AK5699  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 AK5699  HORZ ORDER      -  SECOND
 AK5699  VERT ORDER      -  THIRD ? (See Below)
 AK5699
 AK5699.The horizontal coordinates were established by classical geodetic methods
 AK5699.and adjusted by the National Geodetic Survey in May 1991.
 AK5699
 AK5699.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5699
 AK5699.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5699.GEOID18 height accuracy estimate available here.
 AK5699
 AK5699.The vertical order pertains to the NGVD 29 superseded value.
 AK5699
 AK5699.Click photographs - Photos may exist for this station.
 AK5699
 AK5699.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK5699
 AK5699. The following values were computed from the NAD 83(1990) position.
 AK5699
 AK5699;                    North         East     Units Scale Factor Converg.
 AK5699;SPC FL E     -   458,260.628   244,814.784   MT  0.99996595   +0 13 05.3
 AK5699;SPC FL E     - 1,503,476.74    803,196.50   sFT  0.99996595   +0 13 05.3
 AK5699;UTM  17      - 3,149,236.253   544,799.494   MT  0.99962477   +0 13 05.3
 AK5699
 AK5699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5699!SPC FL E     -   1.00000406  x   0.99996595  =   0.99997001
 AK5699!UTM  17      -   1.00000406  x   0.99962477  =   0.99962883
 AK5699
 AK5699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4479949236(NAD 83)
 AK5699
 AK5699                          SUPERSEDED SURVEY CONTROL
 AK5699
 AK5699  NAD 83(1986)-  28 28 08.18772(N)    080 32 32.53835(W) AD(       ) 2
 AK5699  NAD 27      -  28 28 07.18600(N)    080 32 33.35448(W) AD(       ) 2
 AK5699  NGVD 29               2.78   (m)            9.1    (f) LEVELING    3  
 AK5699
 AK5699.Superseded values are not recommended for survey control.
 AK5699
 AK5699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5699.See file dsdata.pdf to determine how the superseded data were derived.
 AK5699
 AK5699_MARKER: DD = SURVEY DISK
 AK5699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5699_STAMPING: AZI REF NO 2 1965
 AK5699_PROJECTION: FLUSH
 AK5699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5699+STABILITY: SURFACE MOTION
 AK5699
 AK5699  HISTORY     - Date     Condition        Report By
 AK5699  HISTORY     - 1965     MONUMENTED       CGS
 AK5699
 AK5699                          STATION DESCRIPTION
 AK5699
 AK5699'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK5699'STATION IS LOCATED AT CAPE KENNEDY IN COMPLEX 36 B ABOUT 500 FEET
 AK5699'SOUTHWEST OF THE CENTER OF THE LAUNCHER AND IN THE WEST THEODOLITE
 AK5699'BUILDING.
 AK5699'
 AK5699'AZI REF NO 2 IS A SMOOTH BRASS DISK SET IN A 8 INCH SQUARE
 AK5699'CONCRETE POST, FLUSH WITH THE SURFACE OF THE FLOOR OF THE
 AK5699'THEODOLITE BUILDING AND STAMPED AZI REF NO 2 1965.
 AK5699'
 AK5699'AZI REF NO 3 IS A SMOOTH BRASS DISK SET IN A DRILL HOLE IN THE
 AK5699'FACE OF THE CABLE TUNNEL WALL. 65 FEET NORTHWEST OF A STAIRWAY, 15
 AK5699'FEET SOUTHEAST OF THE EAST EDGE OF A CONCRETE PAD THAT IS ABOUT
 AK5699'40X10 FEET SQUARE, FLUSH WITH THE SURFACE OF THE WALL AND STAMPED
 AK5699'AZI REF NO 3 1965.  THE POINT LOCATED IS A PUNCH HOLE IN THE
 AK5699'CENTER OF THE DISK AND WITHIN A TRIANGLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG9590 ***********************************************************************
 DG9590  DESIGNATION -  36TH 88 A02
 DG9590  PID         -  DG9590
 DG9590  STATE/COUNTY-  FL/MARION
 DG9590  COUNTRY     -  US
 DG9590  USGS QUAD   -  BELLEVIEW (2018)
 DG9590
 DG9590                         *CURRENT SURVEY CONTROL
 DG9590  ______________________________________________________________________
 DG9590* NAD 83(1986) POSITION- 29 05 53.     (N) 082 05 12.     (W)   SCALED
 DG9590* NAVD 88 ORTHO HEIGHT -    21.347 (meters)       70.04  (feet) ADJUSTED
 DG9590  ______________________________________________________________________
 DG9590  GEOID HEIGHT    -        -27.859 (meters)                     GEOID18
 DG9590  DYNAMIC HEIGHT  -         21.317 (meters)       69.94  (feet) COMP
 DG9590  MODELED GRAVITY -    979,235.3   (mgal)                       NAVD 88
 DG9590
 DG9590  VERT ORDER      -  FIRST     CLASS II
 DG9590
 DG9590.The horizontal coordinates were scaled from a map and have
 DG9590.an estimated accuracy of +/- 6 seconds.
 DG9590
 DG9590.The orthometric height was determined by differential leveling and
 DG9590.adjusted by the NATIONAL GEODETIC SURVEY
 DG9590.in May 2005.
 DG9590
 DG9590.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9590.GEOID18 height accuracy estimate available here.
 DG9590
 DG9590.Click photographs - Photos may exist for this station.
 DG9590
 DG9590.The dynamic height is computed by dividing the NAVD 88
 DG9590.geopotential number by the normal gravity value computed on the
 DG9590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9590.degrees latitude (g = 980.6199 gals.).
 DG9590
 DG9590.The modeled gravity was interpolated from observed gravity values.
 DG9590
 DG9590;                    North         East    Units  Estimated Accuracy
 DG9590;SPC FL W     -   527,900.      191,560.      MT  (+/- 180 meters Scaled)
 DG9590
 DG9590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN942193(NAD 83)
 DG9590
 DG9590                          SUPERSEDED SURVEY CONTROL
 DG9590
 DG9590.No superseded survey control is available for this station.
 DG9590
 DG9590_MARKER: DD = SURVEY DISK
 DG9590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9590_STAMPING: 36TH-88-A02
 DG9590_MARK LOGO: FLDT
 DG9590_PROJECTION: RECESSED 20 CENTIMETERS
 DG9590_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9590+STABILITY: SURFACE MOTION
 DG9590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9590+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2003
 DG9590
 DG9590  HISTORY     - Date     Condition        Report By
 DG9590  HISTORY     - 1988     MONUMENTED       FLDT
 DG9590  HISTORY     - 20030531 GOOD             FLDEP
 DG9590
 DG9590                          STATION DESCRIPTION
 DG9590
 DG9590'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9590'THE MARK IS ABOUT 6.2 MI SOUTHEAST OF OCALA, 4.0 NORTHWEST OF
 DG9590'BELLEVIEW, IN SECTION 14,  TOWNSHIP 16 SOUTH, RANGE 22 EAST.
 DG9590'
 DG9590'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAYS 301 AND U.S.
 DG9590'HIGHWAY 27, 441 IN  BELLEVIEW, GO NORTHWEST ON U.S. HIGHWAY 27, 301,
 DG9590'441 (ABSHIER BOULEVARD, MAYO HIGHWAY)  FOR 3.9 MI TO THE MARK ON THE
 DG9590'LEFT, SET IN TOP OF A ROUND CONCRETE MONUMENT RECESSED  0.8 FT BELOW
 DG9590'THE LEVEL OF THE GROUND AND 2.0 FT BELOW THE LEVEL OF U.S. HIGHWAY 441
 DG9590'SOUTHBOUND LANES.
 DG9590'
 DG9590'LOCATED 63.9 FT NORTH OF POWER POLE NUMBER B211797 WITH 3 GUY WIRES
 DG9590'ATTACHED, 53.9 FT  WEST OF THE CENTERLINE OF U.S. HIGHWAY 27
 DG9590'NORTHBOUND LANES, 52.6 FT EAST OF THE  CENTERLINE OF U.S. HIGHWAY 27
 DG9590'SOUTHBOUND LANES, 0.9 FT SOUTH OF A CARSONITE WITNESS  POST AND 0.8 FT
 DG9590'SOUTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1939 ***********************************************************************
 AR1939  DESIGNATION -  37 92 GPS 2
 AR1939  PID         -  AR1939
 AR1939  STATE/COUNTY-  FL/SUWANNEE
 AR1939  COUNTRY     -  US
 AR1939  USGS QUAD   -  HILDRETH (2018)
 AR1939
 AR1939                         *CURRENT SURVEY CONTROL
 AR1939  ______________________________________________________________________
 AR1939* NAD 83(2011) POSITION- 29 55 47.01661(N) 082 51 37.51404(W)   ADJUSTED
 AR1939* NAD 83(2011) ELLIP HT-   -10.640 (meters)        (06/27/12)   ADJUSTED
 AR1939* NAD 83(2011) EPOCH   -  2010.00
 AR1939* NAVD 88 ORTHO HEIGHT -    17.3   (meters)       57.    (feet) VERTCON3
 AR1939  ______________________________________________________________________
 AR1939  GEOID HEIGHT    -        -27.857 (meters)                     GEOID18
 AR1939  NAD 83(2011) X  -    687,572.542 (meters)                     COMP
 AR1939  NAD 83(2011) Y  - -5,489,243.796 (meters)                     COMP
 AR1939  NAD 83(2011) Z  -  3,163,619.780 (meters)                     COMP
 AR1939  LAPLACE CORR    -         -0.46  (seconds)                    DEFLEC18
 AR1939
 AR1939  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AR1939  Standards:
 AR1939         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AR1939            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AR1939  -------------------------------------------------------------------
 AR1939  NETWORK    1.23   2.74           0.56   0.42   1.40      0.21586459
 AR1939  -------------------------------------------------------------------
 AR1939  Click here for local accuracies and other accuracy information.
 AR1939
 AR1939.The horizontal coordinates were established by GPS observations
 AR1939.and adjusted by the National Geodetic Survey in June 2012.
 AR1939
 AR1939.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AR1939.been affixed to the stable North American tectonic plate. See 
 AR1939.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AR1939
 AR1939.The horizontal coordinates are valid at the epoch date displayed above
 AR1939.which is a decimal equivalence of Year/Month/Day.
 AR1939
 AR1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 AR1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AR1939
 AR1939.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1939.GEOID18 height accuracy estimate available here.
 AR1939
 AR1939.Click photographs - Photos may exist for this station.
 AR1939
 AR1939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AR1939
 AR1939.The Laplace correction was computed from DEFLEC18 derived deflections.
 AR1939
 AR1939.The ellipsoidal height was determined by GPS observations
 AR1939.and is referenced to NAD 83.
 AR1939
 AR1939. The following values were computed from the NAD 83(2011) position.
 AR1939
 AR1939;                    North         East     Units Scale Factor Converg.
 AR1939;SPC FL N     -   104,195.845   758,295.994   MT  0.99995698   +0 49 26.2
 AR1939;SPC FL N     -   341,849.20  2,487,842.77   sFT  0.99995698   +0 49 26.2
 AR1939;UTM  17      - 3,312,453.509   320,424.493   MT  0.99999788   -0 55 42.5
 AR1939
 AR1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AR1939!SPC FL N     -   1.00000167  x   0.99995698  =   0.99995865
 AR1939!UTM  17      -   1.00000167  x   0.99999788  =   0.99999955
 AR1939
 AR1939:                Primary Azimuth Mark                     Grid Az
 AR1939:SPC FL N     -  37 92 GPS 1                              178 40 05.4
 AR1939:UTM  17      -  37 92 GPS 1                              180 25 14.1
 AR1939
 AR1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP2042412453(NAD 83)
 AR1939
 AR1939|---------------------------------------------------------------------|
 AR1939| PID    Reference Object                     Distance      Geod. Az  |
 AR1939|                                                           dddmmss.s |
 AR1939| AR1938 37 92 GPS 1                         APPROX. 0.9 KM 1792931.6 |
 AR1939|---------------------------------------------------------------------|
 AR1939
 AR1939                          SUPERSEDED SURVEY CONTROL
 AR1939
 AR1939  NAD 83(2007)-  29 55 47.01663(N)    082 51 37.51473(W) AD(2002.00) 0
 AR1939  ELLIP H (02/10/07)  -10.595  (m)                       GP(2002.00)    
 AR1939  NAD 83(1999)-  29 55 47.01688(N)    082 51 37.51463(W) AD(       ) 1
 AR1939  ELLIP H (09/30/02)  -10.621  (m)                       GP(       ) 4 1
 AR1939  NAD 83(1990)-  29 55 47.01559(N)    082 51 37.51515(W) AD(       ) 1
 AR1939  ELLIP H (11/22/93)  -10.548  (m)                       GP(       ) 4 1
 AR1939  NGVD 29 (11/22/93)   17.6    (m)  GEOID93  model used  GPS OBS        
 AR1939
 AR1939.Superseded values are not recommended for survey control.
 AR1939
 AR1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1939.See file dsdata.pdf to determine how the superseded data were derived.
 AR1939
 AR1939_MARKER: DD = SURVEY DISK
 AR1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1939_STAMPING: 37 92 GPS 2
 AR1939_MARK LOGO: FLDT
 AR1939_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1939+STABILITY: SURFACE MOTION
 AR1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1939+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AR1939
 AR1939  HISTORY     - Date     Condition        Report By
 AR1939  HISTORY     - 1992     MONUMENTED       FLDT
 AR1939
 AR1939                          STATION DESCRIPTION
 AR1939
 AR1939'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992
 AR1939'STATION IS LOCATED ABOUT 21.5 MILES (34.6 KM) NORTH OF TRENTON AND
 AR1939'1.35 MILES (2.17 KM) NORTH OF THE SANTA FE RIVER.
 AR1939'FROM THE GILCHRIST / SUWANNEE COUNTY LINE (AT THE SANTA FE RIVER), GO
 AR1939'NORTH ALONG U.S. 129 FOR ABOUT 1.35 MILES (2.17 KM) TO THE STATION,
 AR1939'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND,
 AR1939'116.0 FEET (35.4 M) (35.4 MT) WEST OF UTILITY POLE NUMBER J 630 1000
 AR1939'0654 OT, 47.0 FEET (14.3 M) (14.3 MT) WEST OF THE CENTER OF U.S. 129
 AR1939'AND 3.6 FEET (1.1 M) (1.1 MT) EAST OF A METAL WITNESS POST AT THE
 AR1939'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1249 ***********************************************************************
 AK1249  DESIGNATION -  37 B UMB TOWER
 AK1249  PID         -  AK1249
 AK1249  STATE/COUNTY-  FL/BREVARD
 AK1249  COUNTRY     -  US
 AK1249  USGS QUAD   -  FALSE CAPE (2018)
 AK1249
 AK1249                         *CURRENT SURVEY CONTROL
 AK1249  ______________________________________________________________________
 AK1249* NAD 83(1990) POSITION- 28 31 54.61854(N) 080 33 53.42561(W)   ADJUSTED
 AK1249* NAVD 88 ORTHO HEIGHT -    15.163 (meters)       49.75  (feet) ADJUSTED
 AK1249  ______________________________________________________________________
 AK1249  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 AK1249  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 AK1249  DYNAMIC HEIGHT  -         15.142 (meters)       49.68  (feet) COMP
 AK1249  MODELED GRAVITY -    979,235.6   (mgal)                       NAVD 88
 AK1249
 AK1249  HORZ ORDER      -  SECOND
 AK1249  VERT ORDER      -  FIRST     CLASS II
 AK1249
 AK1249.The horizontal coordinates were established by classical geodetic methods
 AK1249.and adjusted by the National Geodetic Survey in May 1991.
 AK1249
 AK1249.The orthometric height was determined by differential leveling and
 AK1249.adjusted by the NATIONAL GEODETIC SURVEY
 AK1249.in June 1991.
 AK1249
 AK1249.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1249.GEOID18 height accuracy estimate available here.
 AK1249
 AK1249.Click photographs - Photos may exist for this station.
 AK1249
 AK1249.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK1249
 AK1249.The dynamic height is computed by dividing the NAVD 88
 AK1249.geopotential number by the normal gravity value computed on the
 AK1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1249.degrees latitude (g = 980.6199 gals.).
 AK1249
 AK1249.The modeled gravity was interpolated from observed gravity values.
 AK1249
 AK1249. The following values were computed from the NAD 83(1990) position.
 AK1249
 AK1249;                    North         East     Units Scale Factor Converg.
 AK1249;SPC FL E     -   465,223.109   242,588.835   MT  0.99996355   +0 12 28.3
 AK1249;SPC FL E     - 1,526,319.48    795,893.54   sFT  0.99996355   +0 12 28.3
 AK1249;UTM  17      - 3,156,196.358   542,574.304   MT  0.99962237   +0 12 28.3
 AK1249
 AK1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK1249!SPC FL E     -   1.00000206  x   0.99996355  =   0.99996561
 AK1249!UTM  17      -   1.00000206  x   0.99962237  =   0.99962443
 AK1249
 AK1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4257456196(NAD 83)
 AK1249
 AK1249                          SUPERSEDED SURVEY CONTROL
 AK1249
 AK1249  NAD 83(1986)-  28 31 54.62446(N)    080 33 53.43843(W) AD(       ) 2
 AK1249  NAD 27      -  28 31 53.63298(N)    080 33 54.26015(W) AD(       ) 2
 AK1249  NGVD 29 (??/??/92)   15.545  (m)           51.00   (f) ADJ UNCH    1 2
 AK1249  NGVD 29              15.55   (m)           51.0    (f) LEVELING    3  
 AK1249
 AK1249.Superseded values are not recommended for survey control.
 AK1249
 AK1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1249.See file dsdata.pdf to determine how the superseded data were derived.
 AK1249
 AK1249_MARKER: DD = SURVEY DISK
 AK1249_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK1249_SP_SET: FLOOR
 AK1249_STAMPING: 37B UMB TOWER 1964
 AK1249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1249
 AK1249  HISTORY     - Date     Condition        Report By
 AK1249  HISTORY     - 1964     MONUMENTED       CGS
 AK1249
 AK1249                          STATION DESCRIPTION
 AK1249
 AK1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 AK1249'AT CAPE KENNEDY.
 AK1249'THE MARK IS LOCATED ON THE CAPE KENNEDY MISSILE BASE AT THE SATURN
 AK1249'LAUNCH COMPLEX 37B, IN THE CENTER OF THE UMBILICAL TOWER ON THE
 AK1249'BOTTOM FLOOR.  IT IS SET IN A DRILL HOLE IN THE CONCRETE FLOOR.
 AK1249'
 AK1249'SEE STATION STAND 37B
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0212 ***********************************************************************
 BE0212  DESIGNATION -  37 JWM USGS
 BE0212  PID         -  BE0212
 BE0212  STATE/COUNTY-  FL/JACKSON
 BE0212  COUNTRY     -  US
 BE0212  USGS QUAD   -  BASCOM (2018)
 BE0212
 BE0212                         *CURRENT SURVEY CONTROL
 BE0212  ______________________________________________________________________
 BE0212* NAD 83(1986) POSITION- 30 52 54.     (N) 085 03 21.     (W)   SCALED
 BE0212* NAVD 88 ORTHO HEIGHT -    31.862 (meters)      104.53  (feet) ADJUSTED
 BE0212  ______________________________________________________________________
 BE0212  GEOID HEIGHT    -        -28.193 (meters)                     GEOID18
 BE0212  DYNAMIC HEIGHT  -         31.821 (meters)      104.40  (feet) COMP
 BE0212  MODELED GRAVITY -    979,352.3   (mgal)                       NAVD 88
 BE0212
 BE0212  VERT ORDER      -  SECOND    CLASS 0
 BE0212
 BE0212.The horizontal coordinates were scaled from a map and have
 BE0212.an estimated accuracy of +/- 6 seconds.
 BE0212
 BE0212.The orthometric height was determined by differential leveling and
 BE0212.adjusted by the NATIONAL GEODETIC SURVEY
 BE0212.in June 1991.
 BE0212
 BE0212.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0212.GEOID18 height accuracy estimate available here.
 BE0212
 BE0212.Click photographs - Photos may exist for this station.
 BE0212
 BE0212.The dynamic height is computed by dividing the NAVD 88
 BE0212.geopotential number by the normal gravity value computed on the
 BE0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0212.degrees latitude (g = 980.6199 gals.).
 BE0212
 BE0212.The modeled gravity was interpolated from observed gravity values.
 BE0212
 BE0212;                    North         East    Units  Estimated Accuracy
 BE0212;SPC FL N     -   208,720.      546,850.      MT  (+/- 180 meters Scaled)
 BE0212
 BE0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV858181(NAD 83)
 BE0212
 BE0212                          SUPERSEDED SURVEY CONTROL
 BE0212
 BE0212  NGVD 29 (??/??/92)   31.990  (m)          104.95   (f) ADJ UNCH    2 0
 BE0212
 BE0212.Superseded values are not recommended for survey control.
 BE0212
 BE0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0212.See file dsdata.pdf to determine how the superseded data were derived.
 BE0212
 BE0212_MARKER: DD = SURVEY DISK
 BE0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0212_STAMPING: 37 JWM 1951 105
 BE0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0212+STABILITY: SURFACE MOTION
 BE0212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE0212+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 BE0212
 BE0212  HISTORY     - Date     Condition        Report By
 BE0212  HISTORY     - 1951     MONUMENTED       USGS
 BE0212  HISTORY     - 1955     GOOD             CGS
 BE0212  HISTORY     - 20010331 GOOD             NGS
 BE0212  HISTORY     - 20050525 GOOD             SESMC
 BE0212
 BE0212                          STATION DESCRIPTION
 BE0212
 BE0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BE0212'0.8 MI W FROM LOVEDALE.
 BE0212'ABOUT 0.8 MILE WEST ALONG A BLACK TOP ROAD FROM THE CHURCH AND
 BE0212'CEMETERY AT LOVEDALE, AT THE JUNCTION OF A GRADED ROAD NORTH,
 BE0212'67 FEET NORTH OF CENTER LINE OF BLACK TOP ROAD, 160 FEET EAST
 BE0212'OF CENTER LINE OF ROAD NORTH, 2 1/2 FEET NORTH OF POWER POLE
 BE0212'NO. 35, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET
 BE0212'BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 BE0212'PROJECTING 4 INCHES.
 BE0212
 BE0212                          STATION RECOVERY (2001)
 BE0212
 BE0212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0212'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 BE0212
 BE0212                          STATION RECOVERY (2005)
 BE0212
 BE0212'RECOVERY NOTE BY SOUTHEASTERN SURVEY AND MAPPIN 2005 (SFS)
 BE0212'MARK FOUND AS DESCRIBED. ROAD NORTH IN DESCRIPTION IS DUNAWAY RD
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0231 ***********************************************************************
 AG0231  DESIGNATION -  370
 AG0231  PID         -  AG0231
 AG0231  STATE/COUNTY-  FL/PINELLAS
 AG0231  COUNTRY     -  US
 AG0231  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0231
 AG0231                         *CURRENT SURVEY CONTROL
 AG0231  ______________________________________________________________________
 AG0231* NAD 83(1986) POSITION- 27 47 31.     (N) 082 40 23.     (W)   SCALED
 AG0231* NAVD 88 ORTHO HEIGHT -    14.404 (meters)       47.26  (feet) ADJUSTED
 AG0231  ______________________________________________________________________
 AG0231  GEOID HEIGHT    -        -24.506 (meters)                     GEOID18
 AG0231  DYNAMIC HEIGHT  -         14.383 (meters)       47.19  (feet) COMP
 AG0231  MODELED GRAVITY -    979,176.6   (mgal)                       NAVD 88
 AG0231
 AG0231  VERT ORDER      -  SECOND    CLASS II
 AG0231
 AG0231.The horizontal coordinates were scaled from a map and have
 AG0231.an estimated accuracy of +/- 6 seconds.
 AG0231
 AG0231.The orthometric height was determined by differential leveling and
 AG0231.adjusted by the NATIONAL GEODETIC SURVEY
 AG0231.in June 1991.
 AG0231
 AG0231.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0231.GEOID18 height accuracy estimate available here.
 AG0231
 AG0231.Click photographs - Photos may exist for this station.
 AG0231
 AG0231.The dynamic height is computed by dividing the NAVD 88
 AG0231.geopotential number by the normal gravity value computed on the
 AG0231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0231.degrees latitude (g = 980.6199 gals.).
 AG0231
 AG0231.The modeled gravity was interpolated from observed gravity values.
 AG0231
 AG0231;                    North         East    Units  Estimated Accuracy
 AG0231;SPC FL W     -   383,340.      133,670.      MT  (+/- 180 meters Scaled)
 AG0231
 AG0231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL351752(NAD 83)
 AG0231
 AG0231                          SUPERSEDED SURVEY CONTROL
 AG0231
 AG0231  NGVD 29 (??/??/92)   14.670  (m)           48.13   (f) ADJ UNCH    2 2
 AG0231
 AG0231.Superseded values are not recommended for survey control.
 AG0231
 AG0231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0231.See file dsdata.pdf to determine how the superseded data were derived.
 AG0231
 AG0231_MARKER: DD = SURVEY DISK
 AG0231_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0231_SP_SET: INLET
 AG0231_STAMPING: 370
 AG0231_MARK LOGO: FLHD
 AG0231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0231+STABILITY: SURFACE MOTION
 AG0231
 AG0231  HISTORY     - Date     Condition        Report By
 AG0231  HISTORY     - UNK      MONUMENTED       FLHD
 AG0231  HISTORY     - 1976     GOOD             NGS
 AG0231  HISTORY     - 19970313 MARK NOT FOUND   USPSQD
 AG0231  HISTORY     - 20021219 MARK NOT FOUND   USPSQD
 AG0231
 AG0231                          STATION DESCRIPTION
 AG0231
 AG0231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0231'IN ST PETERSBURG.
 AG0231'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687,
 AG0231'U.S. HWY. 92) AND S.R. 595 (5TH AVE. NORTH).  RUN NORTHERLY ON 4TH ST.
 AG0231'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N.  TURN LEFT AND RUN
 AG0231'WESTERLY ON 22ND AVE. N. FOR 2.20 MILES.  STATION ON LEFT, 28.7 FT.
 AG0231'SOUTH OF THE CENTERLINE OF 22ND AVE. N., 157.0 FT. EAST OF THE
 AG0231'CENTERLINE OF 29TH ST. N.  SET IN THE TOP OF THE CONCRETE INLET.
 AG0231'SECTION 14, T31S, R16E.
 AG0231
 AG0231                          STATION RECOVERY (1997)
 AG0231
 AG0231'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0231'MARK NOT FOUND.
 AG0231
 AG0231                          STATION RECOVERY (2002)
 AG0231
 AG0231'RECOVERY NOTE BY US POWER SQUADRON 2002 (KNB)
 AG0231'THIS LOCATION HAS BEEN COMPLETELY REVAMPED. THE AVENUE HAS BEEN
 AG0231'WIDENED, NEW SIDEWALK POURED, AND THERE IS NO MARK IN THE NEW CONCRETE
 AG0231'INLET THERE.(SEE AG0219 AND AG0221 COMMENTS. A WAAS GPS WAS USED TO NO
 AG0231'AVAIL). SUGGEST THESE MARKS BE CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0222 ***********************************************************************
 AG0222  DESIGNATION -  371
 AG0222  PID         -  AG0222
 AG0222  STATE/COUNTY-  FL/PINELLAS
 AG0222  COUNTRY     -  US
 AG0222  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0222
 AG0222                         *CURRENT SURVEY CONTROL
 AG0222  ______________________________________________________________________
 AG0222* NAD 83(1986) POSITION- 27 47 31.     (N) 082 40 35.     (W)   SCALED
 AG0222* NAVD 88 ORTHO HEIGHT -    14.881 (meters)       48.82  (feet) ADJUSTED
 AG0222  ______________________________________________________________________
 AG0222  GEOID HEIGHT    -        -24.501 (meters)                     GEOID18
 AG0222  DYNAMIC HEIGHT  -         14.859 (meters)       48.75  (feet) COMP
 AG0222  MODELED GRAVITY -    979,176.7   (mgal)                       NAVD 88
 AG0222
 AG0222  VERT ORDER      -  SECOND    CLASS II
 AG0222
 AG0222.The horizontal coordinates were scaled from a map and have
 AG0222.an estimated accuracy of +/- 6 seconds.
 AG0222
 AG0222.The orthometric height was determined by differential leveling and
 AG0222.adjusted by the NATIONAL GEODETIC SURVEY
 AG0222.in June 1991.
 AG0222
 AG0222.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0222.GEOID18 height accuracy estimate available here.
 AG0222
 AG0222.Click photographs - Photos may exist for this station.
 AG0222
 AG0222.The dynamic height is computed by dividing the NAVD 88
 AG0222.geopotential number by the normal gravity value computed on the
 AG0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0222.degrees latitude (g = 980.6199 gals.).
 AG0222
 AG0222.The modeled gravity was interpolated from observed gravity values.
 AG0222
 AG0222;                    North         East    Units  Estimated Accuracy
 AG0222;SPC FL W     -   383,340.      133,350.      MT  (+/- 180 meters Scaled)
 AG0222
 AG0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL348752(NAD 83)
 AG0222
 AG0222                          SUPERSEDED SURVEY CONTROL
 AG0222
 AG0222  NGVD 29 (??/??/92)   15.147  (m)           49.69   (f) ADJ UNCH    2 2
 AG0222
 AG0222.Superseded values are not recommended for survey control.
 AG0222
 AG0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0222.See file dsdata.pdf to determine how the superseded data were derived.
 AG0222
 AG0222_MARKER: DD = SURVEY DISK
 AG0222_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0222_SP_SET: INLET
 AG0222_STAMPING: 371
 AG0222_MARK LOGO: FLHD
 AG0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0222+STABILITY: SURFACE MOTION
 AG0222
 AG0222  HISTORY     - Date     Condition        Report By
 AG0222  HISTORY     - UNK      MONUMENTED       FLHD
 AG0222  HISTORY     - 1976     GOOD             NGS
 AG0222  HISTORY     - 19980416 MARK NOT FOUND   USPSQD
 AG0222  HISTORY     - 20030326 MARK NOT FOUND   USPSQD
 AG0222
 AG0222                          STATION DESCRIPTION
 AG0222
 AG0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0222'IN ST PETERSBURG.
 AG0222'TO REACH THE STATION FROM THE INTERSECTION OF 4TH STREET (S.R. 687,
 AG0222'U.S. HWY. 92) AND S.R. 595 (5TH AVE. NORTH).  RUN NORTHERLY ON 4TH ST.
 AG0222'FOR 1.05 MILE TO THE INTERSECTION OF 22ND AVE. N.  TURN LEFT AND RUN
 AG0222'WESTERLY ON 22ND AVE. N. FOR 2.45 MILES.  STATION ON LEFT, 25.5 FT.
 AG0222'SOUTH OF THE CENTERLINE OF 22ND AVE. N., 282.0 FT. WEST OF THE
 AG0222'EXTENDED CENTERLINE OF 31ST ST. N.  SET IN THE TOP OF THE CONCRETE
 AG0222'INLET.  SECTION 14, T31S, R16E.
 AG0222
 AG0222                          STATION RECOVERY (1998)
 AG0222
 AG0222'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0222'MARK NOT FOUND.
 AG0222
 AG0222                          STATION RECOVERY (2003)
 AG0222
 AG0222'RECOVERY NOTE BY US POWER SQUADRON 2003 (RE)
 AG0222'ROAD WIDENED, INLET REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0223 ***********************************************************************
 AG0223  DESIGNATION -  372
 AG0223  PID         -  AG0223
 AG0223  STATE/COUNTY-  FL/PINELLAS
 AG0223  COUNTRY     -  US
 AG0223  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0223
 AG0223                         *CURRENT SURVEY CONTROL
 AG0223  ______________________________________________________________________
 AG0223* NAD 83(1986) POSITION- 27 47 37.     (N) 082 43 52.     (W)   SCALED
 AG0223* NAVD 88 ORTHO HEIGHT -     5.765 (meters)       18.91  (feet) ADJUSTED
 AG0223  ______________________________________________________________________
 AG0223  GEOID HEIGHT    -        -24.426 (meters)                     GEOID18
 AG0223  DYNAMIC HEIGHT  -          5.757 (meters)       18.89  (feet) COMP
 AG0223  MODELED GRAVITY -    979,177.8   (mgal)                       NAVD 88
 AG0223
 AG0223  VERT ORDER      -  SECOND    CLASS II
 AG0223
 AG0223.The horizontal coordinates were scaled from a map and have
 AG0223.an estimated accuracy of +/- 6 seconds.
 AG0223
 AG0223.The orthometric height was determined by differential leveling and
 AG0223.adjusted by the NATIONAL GEODETIC SURVEY
 AG0223.in June 1991.
 AG0223
 AG0223.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0223.GEOID18 height accuracy estimate available here.
 AG0223
 AG0223.Click photographs - Photos may exist for this station.
 AG0223
 AG0223.The dynamic height is computed by dividing the NAVD 88
 AG0223.geopotential number by the normal gravity value computed on the
 AG0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0223.degrees latitude (g = 980.6199 gals.).
 AG0223
 AG0223.The modeled gravity was interpolated from observed gravity values.
 AG0223
 AG0223;                    North         East    Units  Estimated Accuracy
 AG0223;SPC FL W     -   383,550.      127,950.      MT  (+/- 180 meters Scaled)
 AG0223
 AG0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL294755(NAD 83)
 AG0223
 AG0223                          SUPERSEDED SURVEY CONTROL
 AG0223
 AG0223  NGVD 29 (??/??/92)    6.033  (m)           19.79   (f) ADJ UNCH    2 2
 AG0223
 AG0223.Superseded values are not recommended for survey control.
 AG0223
 AG0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0223.See file dsdata.pdf to determine how the superseded data were derived.
 AG0223
 AG0223_MARKER: DD = SURVEY DISK
 AG0223_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0223_SP_SET: INLET
 AG0223_STAMPING: 372
 AG0223_MARK LOGO: FLHD
 AG0223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0223+STABILITY: SURFACE MOTION
 AG0223
 AG0223  HISTORY     - Date     Condition        Report By
 AG0223  HISTORY     - UNK      MONUMENTED       FLHD
 AG0223  HISTORY     - 1976     GOOD             NGS
 AG0223  HISTORY     - 20081014 GOOD             PINCPW
 AG0223
 AG0223                          STATION DESCRIPTION
 AG0223
 AG0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0223'IN ST PETERSBURG.
 AG0223'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0223'19, TYRONE BLVD.) AND S.R. 693 (U.S. ALT. HWY. 19A, 66TH ST.). RUN
 AG0223'NORTHWESTERLY ON S.R. 595 FOR 0.20 MILE.  STATION ON RIGHT, 79.0 FT.
 AG0223'N.E. OF THE CENTERLINE OF S.R. 595, 30.5 FT. N.N.E. OF LIGHT POLE
 AG0223'(NUMBER 163843).  SET IN THE TOP OF A CONCRETE INLET OF SERVICE ROAD.
 AG0223'SECTION 7, T31S, R16E.
 AG0223
 AG0223                          STATION RECOVERY (2008)
 AG0223
 AG0223'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (PL)
 AG0223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0224 ***********************************************************************
 AG0224  DESIGNATION -  373
 AG0224  PID         -  AG0224
 AG0224  STATE/COUNTY-  FL/PINELLAS
 AG0224  COUNTRY     -  US
 AG0224  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0224
 AG0224                         *CURRENT SURVEY CONTROL
 AG0224  ______________________________________________________________________
 AG0224* NAD 83(1986) POSITION- 27 47 43.     (N) 082 43 59.     (W)   SCALED
 AG0224* NAVD 88 ORTHO HEIGHT -     5.308 (meters)       17.41  (feet) ADJUSTED
 AG0224  ______________________________________________________________________
 AG0224  GEOID HEIGHT    -        -24.426 (meters)                     GEOID18
 AG0224  DYNAMIC HEIGHT  -          5.300 (meters)       17.39  (feet) COMP
 AG0224  MODELED GRAVITY -    979,177.9   (mgal)                       NAVD 88
 AG0224
 AG0224  VERT ORDER      -  SECOND    CLASS II
 AG0224
 AG0224.The horizontal coordinates were scaled from a map and have
 AG0224.an estimated accuracy of +/- 6 seconds.
 AG0224
 AG0224.The orthometric height was determined by differential leveling and
 AG0224.adjusted by the NATIONAL GEODETIC SURVEY
 AG0224.in June 1991.
 AG0224
 AG0224.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0224.GEOID18 height accuracy estimate available here.
 AG0224
 AG0224.Click photographs - Photos may exist for this station.
 AG0224
 AG0224.The dynamic height is computed by dividing the NAVD 88
 AG0224.geopotential number by the normal gravity value computed on the
 AG0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0224.degrees latitude (g = 980.6199 gals.).
 AG0224
 AG0224.The modeled gravity was interpolated from observed gravity values.
 AG0224
 AG0224;                    North         East    Units  Estimated Accuracy
 AG0224;SPC FL W     -   383,740.      127,760.      MT  (+/- 180 meters Scaled)
 AG0224
 AG0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL292757(NAD 83)
 AG0224
 AG0224                          SUPERSEDED SURVEY CONTROL
 AG0224
 AG0224  NGVD 29 (??/??/92)    5.575  (m)           18.29   (f) ADJ UNCH    2 2
 AG0224
 AG0224.Superseded values are not recommended for survey control.
 AG0224
 AG0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0224.See file dsdata.pdf to determine how the superseded data were derived.
 AG0224
 AG0224_MARKER: DD = SURVEY DISK
 AG0224_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG0224_SP_SET: WINGWALL
 AG0224_STAMPING: 373
 AG0224_MARK LOGO: FLHD
 AG0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0224+STABILITY: SURFACE MOTION
 AG0224
 AG0224  HISTORY     - Date     Condition        Report By
 AG0224  HISTORY     - UNK      MONUMENTED       FLHD
 AG0224  HISTORY     - 1976     GOOD             NGS
 AG0224
 AG0224                          STATION DESCRIPTION
 AG0224
 AG0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0224'IN ST PETERSBURG.
 AG0224'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0224'19, TYRONE BLVD.) AND S.R. 693 (U.S. ALT. HWY. 19A, 66TH ST.). RUN
 AG0224'NORTHWESTERLY ON S.R. 595 FOR 0.30 MILE.  STATION ON RIGHT, 82.4 FT.
 AG0224'N.E. OF THE CENTERLINE OF S.R. 595, 72.7 FT. EAST OF LIGHT POLE
 AG0224'(NUMBER 1-63846), 29.5 FT. WEST OF THE EAST END OF CONCRETE HEADWALL.
 AG0224'SET IN THE TOP OF THE SOUTH END OF CONCRETE WINGWALL.  SECTION 7, T
 AG0224'31, R 16.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0225 ***********************************************************************
 AG0225  DESIGNATION -  374
 AG0225  PID         -  AG0225
 AG0225  STATE/COUNTY-  FL/PINELLAS
 AG0225  COUNTRY     -  US
 AG0225  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0225
 AG0225                         *CURRENT SURVEY CONTROL
 AG0225  ______________________________________________________________________
 AG0225* NAD 83(1986) POSITION- 27 47 50.     (N) 082 44 03.     (W)   SCALED
 AG0225* NAVD 88 ORTHO HEIGHT -     6.044 (meters)       19.83  (feet) ADJUSTED
 AG0225  ______________________________________________________________________
 AG0225  GEOID HEIGHT    -        -24.427 (meters)                     GEOID18
 AG0225  DYNAMIC HEIGHT  -          6.035 (meters)       19.80  (feet) COMP
 AG0225  MODELED GRAVITY -    979,178.1   (mgal)                       NAVD 88
 AG0225
 AG0225  VERT ORDER      -  SECOND    CLASS II
 AG0225
 AG0225.The horizontal coordinates were scaled from a map and have
 AG0225.an estimated accuracy of +/- 6 seconds.
 AG0225
 AG0225.The orthometric height was determined by differential leveling and
 AG0225.adjusted by the NATIONAL GEODETIC SURVEY
 AG0225.in June 1991.
 AG0225
 AG0225.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0225.GEOID18 height accuracy estimate available here.
 AG0225
 AG0225.Click photographs - Photos may exist for this station.
 AG0225
 AG0225.The dynamic height is computed by dividing the NAVD 88
 AG0225.geopotential number by the normal gravity value computed on the
 AG0225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0225.degrees latitude (g = 980.6199 gals.).
 AG0225
 AG0225.The modeled gravity was interpolated from observed gravity values.
 AG0225
 AG0225;                    North         East    Units  Estimated Accuracy
 AG0225;SPC FL W     -   383,960.      127,650.      MT  (+/- 180 meters Scaled)
 AG0225
 AG0225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL291759(NAD 83)
 AG0225
 AG0225                          SUPERSEDED SURVEY CONTROL
 AG0225
 AG0225  NGVD 29 (??/??/92)    6.311  (m)           20.71   (f) ADJ UNCH    2 2
 AG0225
 AG0225.Superseded values are not recommended for survey control.
 AG0225
 AG0225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0225.See file dsdata.pdf to determine how the superseded data were derived.
 AG0225
 AG0225_MARKER: DD = SURVEY DISK
 AG0225_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0225_SP_SET: INLET
 AG0225_STAMPING: 374
 AG0225_MARK LOGO: FLHD
 AG0225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0225
 AG0225  HISTORY     - Date     Condition        Report By
 AG0225  HISTORY     - 1976     MONUMENTED       FLHD
 AG0225  HISTORY     - 1976     GOOD             NGS
 AG0225  HISTORY     - 1977     GOOD             FL-103
 AG0225  HISTORY     - 19990105 GOOD             USPSQD
 AG0225
 AG0225                          STATION DESCRIPTION
 AG0225
 AG0225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0225'IN ST PETERSBURG.
 AG0225'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0225'19, TYRONE BLVD.) AND S.R. 693 (U.S. ALT. HWY. 19A, 66TH ST.). RUN
 AG0225'NORTHWESTERLY ON S.R. 595 FOR 0.50 MILE.  STATION ON RIGHT, 78.0 FT.
 AG0225'N.E. OF THE CENTERLINE OF S.R. 595, 30.3 FT. N.E. OF LIGHT POLE (NO
 AG0225'NUMBER).  SET IN THE TOP OF A CONCRETE INLET OF SERVICE ROAD. SECTION
 AG0225'7, T31, R16.
 AG0225
 AG0225                          STATION RECOVERY (1977)
 AG0225
 AG0225'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0225'RECOVERED IN GOOD CONDITION.
 AG0225
 AG0225                          STATION RECOVERY (1999)
 AG0225
 AG0225'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0225'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0226 ***********************************************************************
 AG0226  DESIGNATION -  375
 AG0226  PID         -  AG0226
 AG0226  STATE/COUNTY-  FL/PINELLAS
 AG0226  COUNTRY     -  US
 AG0226  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0226
 AG0226                         *CURRENT SURVEY CONTROL
 AG0226  ______________________________________________________________________
 AG0226* NAD 83(1986) POSITION- 27 47 55.     (N) 082 44 11.     (W)   SCALED
 AG0226* NAVD 88 ORTHO HEIGHT -    15.176 (meters)       49.79  (feet) ADJUSTED
 AG0226  ______________________________________________________________________
 AG0226  GEOID HEIGHT    -        -24.426 (meters)                     GEOID18
 AG0226  DYNAMIC HEIGHT  -         15.153 (meters)       49.71  (feet) COMP
 AG0226  MODELED GRAVITY -    979,178.2   (mgal)                       NAVD 88
 AG0226
 AG0226  VERT ORDER      -  SECOND    CLASS II
 AG0226
 AG0226.The horizontal coordinates were scaled from a map and have
 AG0226.an estimated accuracy of +/- 6 seconds.
 AG0226
 AG0226.The orthometric height was determined by differential leveling and
 AG0226.adjusted by the NATIONAL GEODETIC SURVEY
 AG0226.in June 1991.
 AG0226
 AG0226.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0226.GEOID18 height accuracy estimate available here.
 AG0226
 AG0226.Click photographs - Photos may exist for this station.
 AG0226
 AG0226.The dynamic height is computed by dividing the NAVD 88
 AG0226.geopotential number by the normal gravity value computed on the
 AG0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0226.degrees latitude (g = 980.6199 gals.).
 AG0226
 AG0226.The modeled gravity was interpolated from observed gravity values.
 AG0226
 AG0226;                    North         East    Units  Estimated Accuracy
 AG0226;SPC FL W     -   384,110.      127,440.      MT  (+/- 180 meters Scaled)
 AG0226
 AG0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL289761(NAD 83)
 AG0226
 AG0226                          SUPERSEDED SURVEY CONTROL
 AG0226
 AG0226  NGVD 29 (??/??/92)   15.443  (m)           50.67   (f) ADJ UNCH    2 2
 AG0226
 AG0226.Superseded values are not recommended for survey control.
 AG0226
 AG0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0226.See file dsdata.pdf to determine how the superseded data were derived.
 AG0226
 AG0226_MARKER: DD = SURVEY DISK
 AG0226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0226_SP_SET: OVERPASS
 AG0226_STAMPING: 375
 AG0226_MARK LOGO: FLHD
 AG0226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0226
 AG0226  HISTORY     - Date     Condition        Report By
 AG0226  HISTORY     - UNK      MONUMENTED       FLHD
 AG0226  HISTORY     - 1976     GOOD             NGS
 AG0226  HISTORY     - 20081015 GOOD             PINCPW
 AG0226
 AG0226                          STATION DESCRIPTION
 AG0226
 AG0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0226'IN ST PETERSBURG.
 AG0226'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0226'19, TYRONE BLVD.) AND S.R. 693 (U.S. ALT. HWY. 19A, 66TH ST.). RUN
 AG0226'NORTHWESTERLY ON S.R. 595 FOR 0.70 MILE TO THE N.E. CORNER OF
 AG0226'OVERPASS.  STATION ON RIGHT, 33.3 FT. N.E. OF THE CENTERLINE OF S.R.
 AG0226'595, IN THE N.E. CORNER OF OVERPASS.  SET IN THE TOP OF THE CONCRETE
 AG0226'WINGWALL.  SECTION 7, T 31, R 16.
 AG0226
 AG0226                          STATION RECOVERY (2008)
 AG0226
 AG0226'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (PL)
 AG0226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0227 ***********************************************************************
 AG0227  DESIGNATION -  376
 AG0227  PID         -  AG0227
 AG0227  STATE/COUNTY-  FL/PINELLAS
 AG0227  COUNTRY     -  US
 AG0227  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0227
 AG0227                         *CURRENT SURVEY CONTROL
 AG0227  ______________________________________________________________________
 AG0227* NAD 83(1986) POSITION- 27 48 01.     (N) 082 44 17.     (W)   SCALED
 AG0227* NAVD 88 ORTHO HEIGHT -    14.517 (meters)       47.63  (feet) ADJUSTED
 AG0227  ______________________________________________________________________
 AG0227  GEOID HEIGHT    -        -24.426 (meters)                     GEOID18
 AG0227  DYNAMIC HEIGHT  -         14.496 (meters)       47.56  (feet) COMP
 AG0227  MODELED GRAVITY -    979,178.4   (mgal)                       NAVD 88
 AG0227
 AG0227  VERT ORDER      -  SECOND    CLASS II
 AG0227
 AG0227.The horizontal coordinates were scaled from a map and have
 AG0227.an estimated accuracy of +/- 6 seconds.
 AG0227
 AG0227.The orthometric height was determined by differential leveling and
 AG0227.adjusted by the NATIONAL GEODETIC SURVEY
 AG0227.in June 1991.
 AG0227
 AG0227.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0227.GEOID18 height accuracy estimate available here.
 AG0227
 AG0227.Click photographs - Photos may exist for this station.
 AG0227
 AG0227.The dynamic height is computed by dividing the NAVD 88
 AG0227.geopotential number by the normal gravity value computed on the
 AG0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0227.degrees latitude (g = 980.6199 gals.).
 AG0227
 AG0227.The modeled gravity was interpolated from observed gravity values.
 AG0227
 AG0227;                    North         East    Units  Estimated Accuracy
 AG0227;SPC FL W     -   384,300.      127,270.      MT  (+/- 180 meters Scaled)
 AG0227
 AG0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL287762(NAD 83)
 AG0227
 AG0227                          SUPERSEDED SURVEY CONTROL
 AG0227
 AG0227  NGVD 29 (??/??/92)   14.785  (m)           48.51   (f) ADJ UNCH    2 2
 AG0227
 AG0227.Superseded values are not recommended for survey control.
 AG0227
 AG0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0227.See file dsdata.pdf to determine how the superseded data were derived.
 AG0227
 AG0227_MARKER: DD = SURVEY DISK
 AG0227_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0227_SP_SET: OVERPASS
 AG0227_STAMPING: 376
 AG0227_MARK LOGO: FLHD
 AG0227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0227
 AG0227  HISTORY     - Date     Condition        Report By
 AG0227  HISTORY     - UNK      MONUMENTED       FLHD
 AG0227  HISTORY     - 1976     GOOD             NGS
 AG0227  HISTORY     - 20080930 GOOD             PINCPW
 AG0227
 AG0227                          STATION DESCRIPTION
 AG0227
 AG0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0227'IN ST PETERSBURG.
 AG0227'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0227'19, TYRONE BLVD.) AND S.R. 693 (66TH ST., U.S. ALT. HWY. 19A). RUN
 AG0227'NORTHWESTERLY ON S.R. 595 FOR 0.80 MILES TO THE S.W. CORNER OF
 AG0227'OVERPASS.  STATION ON LEFT, 33.3 FT. S.W. OF THE CENTERLINE OF S.R.
 AG0227'595, IN THE S.W. CORNER OF OVERPASS.  SET IN THE TOP OF CONCRETE
 AG0227'WINGWALL.  SECTION 7, T 31, R 16.
 AG0227
 AG0227                          STATION RECOVERY (2008)
 AG0227
 AG0227'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0227'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0228 ***********************************************************************
 AG0228  DESIGNATION -  377
 AG0228  PID         -  AG0228
 AG0228  STATE/COUNTY-  FL/PINELLAS
 AG0228  COUNTRY     -  US
 AG0228  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0228
 AG0228                         *CURRENT SURVEY CONTROL
 AG0228  ______________________________________________________________________
 AG0228* NAD 83(1986) POSITION- 27 48 01.     (N) 082 44 29.     (W)   SCALED
 AG0228* NAVD 88 ORTHO HEIGHT -     6.740 (meters)       22.11  (feet) ADJUSTED
 AG0228  ______________________________________________________________________
 AG0228  GEOID HEIGHT    -        -24.421 (meters)                     GEOID18
 AG0228  DYNAMIC HEIGHT  -          6.730 (meters)       22.08  (feet) COMP
 AG0228  MODELED GRAVITY -    979,178.4   (mgal)                       NAVD 88
 AG0228
 AG0228  VERT ORDER      -  SECOND    CLASS II
 AG0228
 AG0228.The horizontal coordinates were scaled from a map and have
 AG0228.an estimated accuracy of +/- 6 seconds.
 AG0228
 AG0228.The orthometric height was determined by differential leveling and
 AG0228.adjusted by the NATIONAL GEODETIC SURVEY
 AG0228.in June 1991.
 AG0228
 AG0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0228.GEOID18 height accuracy estimate available here.
 AG0228
 AG0228.Click photographs - Photos may exist for this station.
 AG0228
 AG0228.The dynamic height is computed by dividing the NAVD 88
 AG0228.geopotential number by the normal gravity value computed on the
 AG0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0228.degrees latitude (g = 980.6199 gals.).
 AG0228
 AG0228.The modeled gravity was interpolated from observed gravity values.
 AG0228
 AG0228;                    North         East    Units  Estimated Accuracy
 AG0228;SPC FL W     -   384,300.      126,950.      MT  (+/- 180 meters Scaled)
 AG0228
 AG0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL284762(NAD 83)
 AG0228
 AG0228                          SUPERSEDED SURVEY CONTROL
 AG0228
 AG0228  NGVD 29 (??/??/92)    7.008  (m)           22.99   (f) ADJ UNCH    2 2
 AG0228
 AG0228.Superseded values are not recommended for survey control.
 AG0228
 AG0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0228.See file dsdata.pdf to determine how the superseded data were derived.
 AG0228
 AG0228_MARKER: DD = SURVEY DISK
 AG0228_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0228_SP_SET: INLET
 AG0228_STAMPING: 377
 AG0228_MARK LOGO: FLHD
 AG0228_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0228
 AG0228  HISTORY     - Date     Condition        Report By
 AG0228  HISTORY     - UNK      MONUMENTED       FLHD
 AG0228  HISTORY     - 1976     GOOD             NGS
 AG0228
 AG0228                          STATION DESCRIPTION
 AG0228
 AG0228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0228'IN ST PETERSBURG.
 AG0228'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0228'19, TYRONE BLVD.) AND S.R. 693 (66TH ST., U.S. ALT. HWY. 19A). RUN
 AG0228'NORTHWESTERLY ON S.R. 595 FOR 1.10 MILES TO 75TH ST. N. ON THE LEFT.
 AG0228'STATION ON RIGHT, 44.0 FT. N.N.E. OF THE CENTERLINE OF S.R. 595, 69.0
 AG0228'FT. N.W. OF THE EXTENDED CENTERLINE OF 75TH ST. N.  SET IN THE TOP OF
 AG0228'A CONCRETE INLET.  SECTION 7, T31S, R16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0229 ***********************************************************************
 AG0229  DESIGNATION -  378
 AG0229  PID         -  AG0229
 AG0229  STATE/COUNTY-  FL/PINELLAS
 AG0229  COUNTRY     -  US
 AG0229  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0229
 AG0229                         *CURRENT SURVEY CONTROL
 AG0229  ______________________________________________________________________
 AG0229* NAD 83(1986) POSITION- 27 48 13.     (N) 082 44 47.     (W)   SCALED
 AG0229* NAVD 88 ORTHO HEIGHT -     6.322 (meters)       20.74  (feet) ADJUSTED
 AG0229  ______________________________________________________________________
 AG0229  GEOID HEIGHT    -        -24.419 (meters)                     GEOID18
 AG0229  DYNAMIC HEIGHT  -          6.312 (meters)       20.71  (feet) COMP
 AG0229  MODELED GRAVITY -    979,178.8   (mgal)                       NAVD 88
 AG0229
 AG0229  VERT ORDER      -  SECOND    CLASS II
 AG0229
 AG0229.The horizontal coordinates were scaled from a map and have
 AG0229.an estimated accuracy of +/- 6 seconds.
 AG0229
 AG0229.The orthometric height was determined by differential leveling and
 AG0229.adjusted by the NATIONAL GEODETIC SURVEY
 AG0229.in June 1991.
 AG0229
 AG0229.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0229.GEOID18 height accuracy estimate available here.
 AG0229
 AG0229.Click photographs - Photos may exist for this station.
 AG0229
 AG0229.The dynamic height is computed by dividing the NAVD 88
 AG0229.geopotential number by the normal gravity value computed on the
 AG0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0229.degrees latitude (g = 980.6199 gals.).
 AG0229
 AG0229.The modeled gravity was interpolated from observed gravity values.
 AG0229
 AG0229;                    North         East    Units  Estimated Accuracy
 AG0229;SPC FL W     -   384,670.      126,450.      MT  (+/- 180 meters Scaled)
 AG0229
 AG0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL279766(NAD 83)
 AG0229
 AG0229                          SUPERSEDED SURVEY CONTROL
 AG0229
 AG0229  NGVD 29 (??/??/92)    6.589  (m)           21.62   (f) ADJ UNCH    2 2
 AG0229
 AG0229.Superseded values are not recommended for survey control.
 AG0229
 AG0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0229.See file dsdata.pdf to determine how the superseded data were derived.
 AG0229
 AG0229_MARKER: DD = SURVEY DISK
 AG0229_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0229_SP_SET: INLET
 AG0229_STAMPING: 378
 AG0229_MARK LOGO: FLHD
 AG0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0229+STABILITY: SURFACE MOTION
 AG0229
 AG0229  HISTORY     - Date     Condition        Report By
 AG0229  HISTORY     - UNK      MONUMENTED       FLHD
 AG0229  HISTORY     - 1976     GOOD             NGS
 AG0229  HISTORY     - 20080930 GOOD             PINCPW
 AG0229
 AG0229                          STATION DESCRIPTION
 AG0229
 AG0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0229'IN ST PETERSBURG.
 AG0229'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0229'19, TYRONE BLVD.) AND S.R. 693 (66TH ST., U.S. ALT. HWY. 19A). RUN
 AG0229'NORTHWESTERLY ON S.R. 595 FOR 1.45 MILES.  STATION ON RIGHT, 44.0 FT.
 AG0229'N.E. OF THE CENTERLINE OF S.R. 595, 49.7 FT. S.S.W. OF THE S.W. CORNER
 AG0229'1 STORY BRICK BUILDING (NORTHWEST COLLISION, 3577 TYRONE BLVD.), 9.7
 AG0229'FT. E.S.E. OF LIGHT POLE (NO NUMBER).  SET IN THE TOP OF A CONCRETE
 AG0229'INLET.  SECTION 12, T31S, R15E.
 AG0229
 AG0229                          STATION RECOVERY (2008)
 AG0229
 AG0229'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0229'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0230 ***********************************************************************
 AG0230  DESIGNATION -  379
 AG0230  PID         -  AG0230
 AG0230  STATE/COUNTY-  FL/PINELLAS
 AG0230  COUNTRY     -  US
 AG0230  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0230
 AG0230                         *CURRENT SURVEY CONTROL
 AG0230  ______________________________________________________________________
 AG0230* NAD 83(1986) POSITION- 27 48 19.     (N) 082 44 47.     (W)   SCALED
 AG0230* NAVD 88 ORTHO HEIGHT -     5.724 (meters)       18.78  (feet) ADJUSTED
 AG0230  ______________________________________________________________________
 AG0230  GEOID HEIGHT    -        -24.421 (meters)                     GEOID18
 AG0230  DYNAMIC HEIGHT  -          5.715 (meters)       18.75  (feet) COMP
 AG0230  MODELED GRAVITY -    979,178.9   (mgal)                       NAVD 88
 AG0230
 AG0230  VERT ORDER      -  SECOND    CLASS II
 AG0230
 AG0230.The horizontal coordinates were scaled from a map and have
 AG0230.an estimated accuracy of +/- 6 seconds.
 AG0230
 AG0230.The orthometric height was determined by differential leveling and
 AG0230.adjusted by the NATIONAL GEODETIC SURVEY
 AG0230.in June 1991.
 AG0230
 AG0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0230.GEOID18 height accuracy estimate available here.
 AG0230
 AG0230.Click photographs - Photos may exist for this station.
 AG0230
 AG0230.The dynamic height is computed by dividing the NAVD 88
 AG0230.geopotential number by the normal gravity value computed on the
 AG0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0230.degrees latitude (g = 980.6199 gals.).
 AG0230
 AG0230.The modeled gravity was interpolated from observed gravity values.
 AG0230
 AG0230;                    North         East    Units  Estimated Accuracy
 AG0230;SPC FL W     -   384,860.      126,460.      MT  (+/- 180 meters Scaled)
 AG0230
 AG0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL279768(NAD 83)
 AG0230
 AG0230                          SUPERSEDED SURVEY CONTROL
 AG0230
 AG0230  NGVD 29 (??/??/92)    5.992  (m)           19.66   (f) ADJ UNCH    2 2
 AG0230
 AG0230.Superseded values are not recommended for survey control.
 AG0230
 AG0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0230.See file dsdata.pdf to determine how the superseded data were derived.
 AG0230
 AG0230_MARKER: DD = SURVEY DISK
 AG0230_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0230_SP_SET: INLET
 AG0230_STAMPING: 379
 AG0230_MARK LOGO: FLHD
 AG0230_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0230
 AG0230  HISTORY     - Date     Condition        Report By
 AG0230  HISTORY     - UNK      MONUMENTED       FLHD
 AG0230  HISTORY     - 1976     GOOD             NGS
 AG0230  HISTORY     - 20080930 GOOD             PINCPW
 AG0230
 AG0230                          STATION DESCRIPTION
 AG0230
 AG0230'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0230'IN ST PETERSBURG.
 AG0230'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0230'19, TYRONE BLVD.) AND S.R. 693 (66TH ST., U.S. ALT. HWY. 19A). RUN
 AG0230'NORTHWESTERLY ON S.R. 595 FOR 1.50 MILES.  STATION ON RIGHT, 74.0 FT.
 AG0230'N.E. OF THE CENTERLINE OF S.R. 595, 70.0 FT. EAST OF LIGHT POLE
 AG0230'(NUMBER 1-63879).  SET IN THE TOP OF A CONCRETE INLET OF SERVICE ROAD.
 AG0230'SECTION 12, T31S, R15E.
 AG0230
 AG0230                          STATION RECOVERY (2008)
 AG0230
 AG0230'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0230'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB2409 ***********************************************************************
 AB2409  DESIGNATION -  3799 FCE
 AB2409  PID         -  AB2409
 AB2409  STATE/COUNTY-  FL/MONROE
 AB2409  COUNTRY     -  US
 AB2409  USGS QUAD   -  FLAMINGO (2018)
 AB2409
 AB2409                         *CURRENT SURVEY CONTROL
 AB2409  ______________________________________________________________________
 AB2409* NAD 83(1986) POSITION- 25 08 29.     (N) 080 55 20.     (W)   SCALED
 AB2409* NAVD 88 ORTHO HEIGHT -     0.829 (meters)        2.72  (feet) ADJUSTED
 AB2409  ______________________________________________________________________
 AB2409  GEOID HEIGHT    -        -22.931 (meters)                     GEOID18
 AB2409  DYNAMIC HEIGHT  -          0.827 (meters)        2.71  (feet) COMP
 AB2409  MODELED GRAVITY -    978,988.1   (mgal)                       NAVD 88
 AB2409
 AB2409  VERT ORDER      -  FIRST     CLASS II
 AB2409
 AB2409.The horizontal coordinates were scaled from a map and have
 AB2409.an estimated accuracy of +/- 6 seconds.
 AB2409
 AB2409.The orthometric height was determined by differential leveling and
 AB2409.adjusted by the NATIONAL GEODETIC SURVEY
 AB2409.in April 1996.
 AB2409
 AB2409.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2409.GEOID18 height accuracy estimate available here.
 AB2409
 AB2409.Click photographs - Photos may exist for this station.
 AB2409
 AB2409.The dynamic height is computed by dividing the NAVD 88
 AB2409.geopotential number by the normal gravity value computed on the
 AB2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2409.degrees latitude (g = 980.6199 gals.).
 AB2409
 AB2409.The modeled gravity was interpolated from observed gravity values.
 AB2409
 AB2409;                    North         East    Units  Estimated Accuracy
 AB2409;SPC FL E     -    89,510.      207,840.      MT  (+/- 180 meters Scaled)
 AB2409
 AB2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH078806(NAD 83)
 AB2409
 AB2409                          SUPERSEDED SURVEY CONTROL
 AB2409
 AB2409.No superseded survey control is available for this station.
 AB2409
 AB2409_MARKER: DD = SURVEY DISK
 AB2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB2409_STAMPING: FCE 3799 JAX FLA 1974
 AB2409_MARK LOGO: USACE
 AB2409_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2409+STABILITY: SURFACE MOTION
 AB2409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2409+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1994
 AB2409
 AB2409  HISTORY     - Date     Condition        Report By
 AB2409  HISTORY     - 1974     MONUMENTED       USACE
 AB2409  HISTORY     - 19941022 GOOD             FLDEP
 AB2409  HISTORY     - 20091209 MARK NOT FOUND   DCPWD
 AB2409
 AB2409                          STATION DESCRIPTION
 AB2409
 AB2409'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2409'THE MARK IS ABOUT 33.5 MI (53.9 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2409'EVERGLADES NATIONAL PARK. TO REACH THE MARK FROM THE INTERSECTION OF
 AB2409'U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN FLORIDA CITY, GO
 AB2409'WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR 1.7 MI (2.7 KM)
 AB2409'TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) , TURN LEFT ON
 AB2409'TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH FOR 2.1 MI (3.4
 AB2409'KM) TO THE JUNCTION OF SW.  376 STREET (STATE ROAD 27) ON THE RIGHT,
 AB2409'TURN RIGHT ON SW. 376 STREET (STATE ROAD 27, PARK ROAD) AND GO WEST
 AB2409'FOR 5.4 MI (8.7 KM) TO THE EVERGLADES NATIONAL PARK ENTRANCE BUILDING,
 AB2409'CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64
 AB2409'KM) TO THE TURNOFF FOR LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK
 AB2409'ROAD (STATE ROAD 27) FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE
 AB2409'ROAD TO PA-HAY-OKEE LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON
 AB2409'PARK ROAD (STATE ROAD 27) FOR 7.15 MI (11.51 KM) TO THE JUNCTION OF A
 AB2409'ROAD ON THE RIGHT TO MAHOGANY HAMMOCK, CONTINUE SOUTH ON PARK ROAD
 AB2409'(STATE ROAD 27) FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF A ROAD TO
 AB2409'POURATIS POND ON THE RIGHT, CONTINUE SOUTH ON PARK ROAD (STATE ROAD
 AB2409'27) FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF A ROAD TO WEST LAKE ON THE
 AB2409'LEFT, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 3.65 MI
 AB2409'(5.87 KM) TO THE PARKING AREA FOR COOT BAY, CONTINUE SOUTHWEST ON PARK
 AB2409'ROAD (STATE ROAD 27) FOR 2.75 MI (4.43 KM) TO THE BRIDGE OVER
 AB2409'BUTTONWOOD CANAL, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR
 AB2409'0.35 MI (0.56 KM) TO THE JUNCTION OF A PAVED ROAD ON THE LEFT, TURN
 AB2409'LEFT ON THE PAVED ROAD AND GO EAST FOR 0.05 MI (0.08 KM) TO THE
 AB2409'JUNCTION OF A PAVED ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED ROAD
 AB2409'AND GO SOUTH FOR 0.05 MI (0.08 KM) TO THE SECOND PAVED ROAD ON THE
 AB2409'LEFT, TO THE MARINA STORE, TURN LEFT ON THE PAVED ROAD AND GO EAST FOR
 AB2409'0.05 MI (0.08 KM) TO THE MARINA STORE AND THE MARK ON THE RIGHT, ABOUT
 AB2409'250.0 FT (76.2 M) SOUTH OF THE MARINA STORE, SET FLUSH WITH THE GROUND
 AB2409'AND LEVEL WITH THE PAVED ROAD. LOCATED 20.3 FT (6.2 M) SOUTH OF THE
 AB2409'NORTHWEST CORNER OF THE CONCRETE SEAWALL, 7.2 FT (2.2 M) NORTHWEST OF
 AB2409'A LIGHT POLE AND 6.6 FT (2.0 M) NORTHWEST OF THE SOUTHEAST CORNER OF
 AB2409'THE CONCRETE SEAWALL.
 AB2409
 AB2409                          STATION RECOVERY (2009)
 AB2409
 AB2409'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2009 (MJW)
 AB2409'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7214 ***********************************************************************
 AK7214  DESIGNATION -  38
 AK7214  PID         -  AK7214
 AK7214  STATE/COUNTY-  FL/ORANGE
 AK7214  COUNTRY     -  US
 AK7214  USGS QUAD   -  ORLANDO EAST (2018)
 AK7214
 AK7214                         *CURRENT SURVEY CONTROL
 AK7214  ______________________________________________________________________
 AK7214* NAD 83(1986) POSITION- 28 34 04.     (N) 081 16 42.     (W)   SCALED
 AK7214* NAVD 88 ORTHO HEIGHT -    22.432 (meters)       73.60  (feet) ADJUSTED
 AK7214  ______________________________________________________________________
 AK7214  GEOID HEIGHT    -        -27.813 (meters)                     GEOID18
 AK7214  DYNAMIC HEIGHT  -         22.399 (meters)       73.49  (feet) COMP
 AK7214  MODELED GRAVITY -    979,208.2   (mgal)                       NAVD 88
 AK7214
 AK7214  VERT ORDER      -  SECOND    CLASS I
 AK7214
 AK7214.The horizontal coordinates were scaled from a map and have
 AK7214.an estimated accuracy of +/- 6 seconds.
 AK7214
 AK7214.The orthometric height was determined by differential leveling and
 AK7214.adjusted by the NATIONAL GEODETIC SURVEY
 AK7214.in December 1995.
 AK7214
 AK7214.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7214.GEOID18 height accuracy estimate available here.
 AK7214
 AK7214.Click photographs - Photos may exist for this station.
 AK7214
 AK7214.The dynamic height is computed by dividing the NAVD 88
 AK7214.geopotential number by the normal gravity value computed on the
 AK7214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7214.degrees latitude (g = 980.6199 gals.).
 AK7214
 AK7214.The modeled gravity was interpolated from observed gravity values.
 AK7214
 AK7214;                    North         East    Units  Estimated Accuracy
 AK7214;SPC FL E     -   469,160.      172,770.      MT  (+/- 180 meters Scaled)
 AK7214
 AK7214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM727601(NAD 83)
 AK7214
 AK7214                          SUPERSEDED SURVEY CONTROL
 AK7214
 AK7214.No superseded survey control is available for this station.
 AK7214
 AK7214_MARKER: DD = SURVEY DISK
 AK7214_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AK7214_STAMPING: B M 38 ELEV. 74.78
 AK7214_MARK LOGO: FLDT
 AK7214_PROJECTION: RECESSED 5 CENTIMETERS
 AK7214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AK7214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK7214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7214+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2005
 AK7214
 AK7214  HISTORY     - Date     Condition        Report By
 AK7214  HISTORY     - UNK      MONUMENTED       FLDT
 AK7214  HISTORY     - 19900502 GOOD             FL-095
 AK7214  HISTORY     - 20050219 GOOD             FLDEP
 AK7214
 AK7214                          STATION DESCRIPTION
 AK7214
 AK7214'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7214'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISK ON
 AK7214'SOUTH SIDE OF SR 50, ABOUT 105 FT (32.0 M) SOUTH OF THE CENTER LINE
 AK7214'OF SR 50, ABOUT 360 FT (109.7 M) WEST OF THE CENTER LINE OF CHICKASAW
 AK7214'TRAIL, ABOUT 160 FT (48.8 M) EAST OF THE CENTER LINE OF CENTRAL PARK
 AK7214'AVENUE, ABOUT 0.10 MI (0.16 KM) WEST OF FLDT BM 39.  T22S, R30E,
 AK7214'SECTION 23.  (DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING
 AK7214'DEPARTMENT.)
 AK7214
 AK7214                          STATION RECOVERY (2005)
 AK7214
 AK7214'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AK7214'THE MARK IS ABOUT 2.5 MI EAST OF ORLANDO, 0.8 MI WEST OF UNION PARK,
 AK7214'IN SECTION 23,  TOWNSHIP 22 SOUTH, RANGE 30 EAST.
 AK7214'
 AK7214'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 417 OVERPASS
 AK7214'(CENTRAL  FLORIDA GREENWAY, A TOLL ROAD, EXIT 34) AND STATE HIGHWAY 50
 AK7214'(EAST COLONIAL DRIVE) ON THE  WEST SIDE OF UNION PARK, GO WEST ON
 AK7214'STATE HIGHWAY 50 (EAST COLONIAL DRIVE) FOR 0.75 MI TO  THE JUNCTION OF
 AK7214'CHICKASAW TRAIL ON THE LEFT, CONTINUE WEST ON CHICKASAW TRAIL FOR 0.05
 AK7214'MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A 0.4 FT SQUARE
 AK7214'PREFABRICATED CONCRETE  POST, RECESSED 0.2 FT BELOW THE LEVEL OF THE
 AK7214'GROUND AND ABOUT LEVEL WITH STATE  HIGHWAY 50 EASTBOUND LANES.
 AK7214'
 AK7214'LOCATED ABOUT 360.0 FT WEST OF THE CENTERLINE OF CHICKASAW TRAIL,
 AK7214'160.0 FT EAST OF THE  EXTENDED CENTERLINE OF CENTRAL PARK AVENUE,
 AK7214'128.0 FT EAST OF THE CENTERLINE OF A  DRIVEWAY AT 7900 AND 1.0 FT
 AK7214'NORTH OF A FLDT WITNESS POST.
 AK7214'
 AK7214'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AK7214'MONUMENT.
 AK7214'
 AK7214'NOTE THE MARK IS NOW COVERED BY NEW PAVEMENT 4-20-2005 AND WAS NOT
 AK7214'LEVELED TO.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5331 ***********************************************************************
 AB5331  DESIGNATION -  38 ES
 AB5331  PID         -  AB5331
 AB5331  STATE/COUNTY-  FL/LAKE
 AB5331  COUNTRY     -  US
 AB5331  USGS QUAD   -  CLERMONT WEST (2018)
 AB5331
 AB5331                         *CURRENT SURVEY CONTROL
 AB5331  ______________________________________________________________________
 AB5331* NAD 83(1986) POSITION- 28 36 44.     (N) 081 49 54.     (W)   SCALED
 AB5331* NAVD 88 ORTHO HEIGHT -    31.295 (meters)      102.67  (feet) ADJUSTED
 AB5331  ______________________________________________________________________
 AB5331  GEOID HEIGHT    -        -27.176 (meters)                     GEOID18
 AB5331  DYNAMIC HEIGHT  -         31.249 (meters)      102.52  (feet) COMP
 AB5331  MODELED GRAVITY -    979,207.8   (mgal)                       NAVD 88
 AB5331
 AB5331  VERT ORDER      -  SECOND    CLASS I
 AB5331
 AB5331.The horizontal coordinates were scaled from a map and have
 AB5331.an estimated accuracy of +/- 6 seconds.
 AB5331
 AB5331.The orthometric height was determined by differential leveling and
 AB5331.adjusted by the NATIONAL GEODETIC SURVEY
 AB5331.in September 1996.
 AB5331
 AB5331.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5331.GEOID18 height accuracy estimate available here.
 AB5331
 AB5331.Click photographs - Photos may exist for this station.
 AB5331
 AB5331.The dynamic height is computed by dividing the NAVD 88
 AB5331.geopotential number by the normal gravity value computed on the
 AB5331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5331.degrees latitude (g = 980.6199 gals.).
 AB5331
 AB5331.The modeled gravity was interpolated from observed gravity values.
 AB5331
 AB5331;                    North         East    Units  Estimated Accuracy
 AB5331;SPC FL E     -   474,340.      118,670.      MT  (+/- 180 meters Scaled)
 AB5331
 AB5331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM186653(NAD 83)
 AB5331
 AB5331                          SUPERSEDED SURVEY CONTROL
 AB5331
 AB5331.No superseded survey control is available for this station.
 AB5331
 AB5331_MARKER: DD = SURVEY DISK
 AB5331_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AB5331_STAMPING: 38 ES 1954
 AB5331_MARK LOGO: USGS
 AB5331_PROJECTION: PROJECTING 5 CENTIMETERS
 AB5331_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5331_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5331+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2002
 AB5331
 AB5331  HISTORY     - Date     Condition        Report By
 AB5331  HISTORY     - 1954     MONUMENTED       USGS
 AB5331  HISTORY     - 19940927 GOOD             FLDEP
 AB5331  HISTORY     - 20020126 GOOD             USPSQD
 AB5331  HISTORY     - 20020624 GOOD             FLDEP
 AB5331
 AB5331                          STATION DESCRIPTION
 AB5331
 AB5331'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5331'THE MARK IS ABOUT 3.9 MI (6.3 KM) NORTH-NORTHEAST OF GROVELAND IN
 AB5331'SECTION 32, TOWNSHIP 21 SOUTH, RANGE 25 EAST.  TO REACH THE MARK FROM
 AB5331'THE JUNCTION OF STATE ROAD 50 (BROAD STREET) WESTBOUND LANES AND STATE
 AB5331'ROAD 19 NORTH (LAKE AVENUE-HOWEY ROAD) IN GROVELAND, GO NORTH ON STATE
 AB5331'ROAD 19 (LAKE AVENUE-HOWEY ROAD) FOR 3.9 MI (6.3 KM) TO THE JUNCTION
 AB5331'OF LAKE EMMA ROAD ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP
 AB5331'OF A 0.6 FT (18.3 CM) X 0.6 FT (18.3 CM) SQUARE PREFABRICATED CONCRETE
 AB5331'POST RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT
 AB5331'(0.3 M) ABOVE THE LEVEL OF STATE ROAD 19, 97.0 FT (29.6 M)
 AB5331'NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF LAKE EMMA ROAD, 56.7
 AB5331'FT (17.3 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 19,
 AB5331'11.5 FT (3.5 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD
 AB5331'AND 1.2 FT (0.4 M) SOUTHEAST OF A METAL WITNESS POST.
 AB5331
 AB5331                          STATION RECOVERY (2002)
 AB5331
 AB5331'RECOVERY NOTE BY US POWER SQUADRON 2002 (AFA)
 AB5331'RECOVERED IN GOOD CONDITION.
 AB5331
 AB5331                          STATION RECOVERY (2002)
 AB5331
 AB5331'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AB5331'RECOVERED IN GOOD CONDITION, NOT LEVELED TO THIS DATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0241 ***********************************************************************
 AG0241  DESIGNATION -  380
 AG0241  PID         -  AG0241
 AG0241  STATE/COUNTY-  FL/PINELLAS
 AG0241  COUNTRY     -  US
 AG0241  USGS QUAD   -  SEMINOLE (2018)
 AG0241
 AG0241                         *CURRENT SURVEY CONTROL
 AG0241  ______________________________________________________________________
 AG0241* NAD 83(1986) POSITION- 27 48 31.     (N) 082 45 11.     (W)   SCALED
 AG0241* NAVD 88 ORTHO HEIGHT -     3.619 (meters)       11.87  (feet) ADJUSTED
 AG0241  ______________________________________________________________________
 AG0241  GEOID HEIGHT    -        -24.418 (meters)                     GEOID18
 AG0241  DYNAMIC HEIGHT  -          3.614 (meters)       11.86  (feet) COMP
 AG0241  MODELED GRAVITY -    979,179.3   (mgal)                       NAVD 88
 AG0241
 AG0241  VERT ORDER      -  SECOND    CLASS II
 AG0241
 AG0241.The horizontal coordinates were scaled from a map and have
 AG0241.an estimated accuracy of +/- 6 seconds.
 AG0241
 AG0241.The orthometric height was determined by differential leveling and
 AG0241.adjusted by the NATIONAL GEODETIC SURVEY
 AG0241.in June 1991.
 AG0241
 AG0241.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0241.GEOID18 height accuracy estimate available here.
 AG0241
 AG0241.Click photographs - Photos may exist for this station.
 AG0241
 AG0241.The dynamic height is computed by dividing the NAVD 88
 AG0241.geopotential number by the normal gravity value computed on the
 AG0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0241.degrees latitude (g = 980.6199 gals.).
 AG0241
 AG0241.The modeled gravity was interpolated from observed gravity values.
 AG0241
 AG0241;                    North         East    Units  Estimated Accuracy
 AG0241;SPC FL W     -   385,230.      125,800.      MT  (+/- 180 meters Scaled)
 AG0241
 AG0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL273772(NAD 83)
 AG0241
 AG0241                          SUPERSEDED SURVEY CONTROL
 AG0241
 AG0241  NGVD 29 (??/??/92)    3.887  (m)           12.75   (f) ADJ UNCH    2 2
 AG0241
 AG0241.Superseded values are not recommended for survey control.
 AG0241
 AG0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0241.See file dsdata.pdf to determine how the superseded data were derived.
 AG0241
 AG0241_MARKER: DD = SURVEY DISK
 AG0241_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0241_SP_SET: CULVERT HEADWALL
 AG0241_STAMPING: 380
 AG0241_MARK LOGO: FLHD
 AG0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0241+STABILITY: SURFACE MOTION
 AG0241
 AG0241  HISTORY     - Date     Condition        Report By
 AG0241  HISTORY     - UNK      MONUMENTED       FLHD
 AG0241  HISTORY     - 1976     GOOD             NGS
 AG0241  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG0241
 AG0241                          STATION DESCRIPTION
 AG0241
 AG0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0241'IN ST PETERSBURG.
 AG0241'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0241'19, TYRONE BLVD.) AND S.R. 693 (66TH ST., U.S. ALT. HWY. 19A). RUN
 AG0241'NORTHWESTERLY ON S.R. 595 FOR 1.90 MILES.  STATION ON RIGHT, 58.5 FT.
 AG0241'N.E. OF THE CENTERLINE OF S.R. 595, 33.0 FT. N.W. OF WOOD POWER POLE
 AG0241'(NUMBER 1A-44810), 81.6 FT. EAST OF CONCRETE DOUBLE LIGHT POLE (NO
 AG0241'NUMBER), 3.0 FT. S.E. OF THE CENTERLINE OF BOX CULVERT.  SET IN THE
 AG0241'TOP OF A CONCRETE BOX CULVERT.  SECTION 1, T 31, R 15.
 AG0241
 AG0241                          STATION RECOVERY (1990)
 AG0241
 AG0241'RECOVERY NOTE BY US POWER SQUADRON 1990 (AVD)
 AG0241'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB2402 ***********************************************************************
 AB2402  DESIGNATION -  3803 FCE
 AB2402  PID         -  AB2402
 AB2402  STATE/COUNTY-  FL/MONROE
 AB2402  COUNTRY     -  US
 AB2402  USGS QUAD   -  FLAMINGO (2018)
 AB2402
 AB2402                         *CURRENT SURVEY CONTROL
 AB2402  ______________________________________________________________________
 AB2402* NAD 83(2011) POSITION- 25 08 56.31156(N) 080 55 21.09275(W)   ADJUSTED
 AB2402* NAD 83(2011) ELLIP HT-   -18.755 (meters)        (06/27/12)   ADJUSTED
 AB2402* NAD 83(2011) EPOCH   -  2010.00
 AB2402* NAVD 88 ORTHO HEIGHT -     4.194 (meters)       13.76  (feet) ADJUSTED
 AB2402  ______________________________________________________________________
 AB2402  GEOID HEIGHT    -        -22.941 (meters)                     GEOID18
 AB2402  NAD 83(2011) X  -    911,436.986 (meters)                     COMP
 AB2402  NAD 83(2011) Y  - -5,704,651.689 (meters)                     COMP
 AB2402  NAD 83(2011) Z  -  2,694,013.847 (meters)                     COMP
 AB2402  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 AB2402  DYNAMIC HEIGHT  -          4.187 (meters)       13.74  (feet) COMP
 AB2402  MODELED GRAVITY -    978,988.6   (mgal)                       NAVD 88
 AB2402
 AB2402  VERT ORDER      -  FIRST     CLASS II
 AB2402
 AB2402  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2402  Standards:
 AB2402         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2402            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2402  -------------------------------------------------------------------
 AB2402  NETWORK    1.32   2.21           0.56   0.52   1.13     -0.00453861
 AB2402  -------------------------------------------------------------------
 AB2402  Click here for local accuracies and other accuracy information.
 AB2402
 AB2402.The horizontal coordinates were established by GPS observations
 AB2402.and adjusted by the National Geodetic Survey in June 2012.
 AB2402
 AB2402.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2402.been affixed to the stable North American tectonic plate. See 
 AB2402.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2402
 AB2402.The horizontal coordinates are valid at the epoch date displayed above
 AB2402.which is a decimal equivalence of Year/Month/Day.
 AB2402
 AB2402.The orthometric height was determined by differential leveling and
 AB2402.adjusted by the NATIONAL GEODETIC SURVEY
 AB2402.in April 1996.
 AB2402
 AB2402.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2402.GEOID18 height accuracy estimate available here.
 AB2402
 AB2402.Click photographs - Photos may exist for this station.
 AB2402
 AB2402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2402
 AB2402.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2402
 AB2402.The ellipsoidal height was determined by GPS observations
 AB2402.and is referenced to NAD 83.
 AB2402
 AB2402.The dynamic height is computed by dividing the NAVD 88
 AB2402.geopotential number by the normal gravity value computed on the
 AB2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2402.degrees latitude (g = 980.6199 gals.).
 AB2402
 AB2402.The modeled gravity was interpolated from observed gravity values.
 AB2402
 AB2402. The following values were computed from the NAD 83(2011) position.
 AB2402
 AB2402;                    North         East     Units Scale Factor Converg.
 AB2402;SPC FL E     -    90,344.838   207,811.116   MT  0.99994193   +0 01 58.5
 AB2402;SPC FL E     -   296,406.36    681,793.64   sFT  0.99994193   +0 01 58.5
 AB2402;UTM  17      - 2,781,445.994   507,808.451   MT  0.99960075   +0 01 58.5
 AB2402
 AB2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2402!SPC FL E     -   1.00000295  x   0.99994193  =   0.99994488
 AB2402!UTM  17      -   1.00000295  x   0.99960075  =   0.99960370
 AB2402
 AB2402:                Primary Azimuth Mark                     Grid Az
 AB2402:SPC FL E     -  872 3644 TIDAL 1                         182 20 20.7
 AB2402:UTM  17      -  872 3644 TIDAL 1                         182 20 20.7
 AB2402
 AB2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0780881445(NAD 83)
 AB2402
 AB2402|---------------------------------------------------------------------|
 AB2402| PID    Reference Object                     Distance      Geod. Az  |
 AB2402|                                                           dddmmss.s |
 AB2402| AB2404 872 3644 TIDAL 1                    APPROX. 0.6 KM 1822219.2 |
 AB2402|---------------------------------------------------------------------|
 AB2402
 AB2402                          SUPERSEDED SURVEY CONTROL
 AB2402
 AB2402  NAD 83(2007)-  25 08 56.31170(N)    080 55 21.09343(W) AD(2002.00) 0
 AB2402  ELLIP H (02/10/07)  -18.738  (m)                       GP(2002.00)    
 AB2402  NAD 83(1999)-  25 08 56.31174(N)    080 55 21.09337(W) AD(       ) 1
 AB2402  ELLIP H (12/12/02)  -18.738  (m)                       GP(       ) 4 1
 AB2402  NAVD 88               4.19   (m)           13.7    (f) LEVELING    3  
 AB2402
 AB2402.Superseded values are not recommended for survey control.
 AB2402
 AB2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2402.See file dsdata.pdf to determine how the superseded data were derived.
 AB2402
 AB2402_MARKER: DD = SURVEY DISK
 AB2402_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB2402_SP_SET: BRIDGE GUARDRAIL
 AB2402_STAMPING: FCE 3803 JAX FLA 1974
 AB2402_MARK LOGO: USACE
 AB2402_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB2402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2402+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2019
 AB2402
 AB2402  HISTORY     - Date     Condition        Report By
 AB2402  HISTORY     - 1974     MONUMENTED       USACE
 AB2402  HISTORY     - 19941022 GOOD             FLDEP
 AB2402  HISTORY     - 20020524 GOOD             MAPTEC
 AB2402  HISTORY     - 20050515 GOOD             PB
 AB2402  HISTORY     - 20091209 GOOD             DCPWD
 AB2402  HISTORY     - 20140225 GOOD             INDIV
 AB2402  HISTORY     - 20190216 GOOD             GPI
 AB2402
 AB2402                          STATION DESCRIPTION
 AB2402
 AB2402'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2402'THE MARK IS ABOUT 33.5 MI (53.9 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2402'EVERGLADES NATIONAL PARK. TO REACH THE MARK FROM THE INTERSECTION OF
 AB2402'U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN FLORIDA CITY, GO
 AB2402'WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR 1.7 MI (2.7 KM)
 AB2402'TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) , TURN LEFT ON
 AB2402'TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH FOR 2.1 MI (3.4
 AB2402'KM) TO THE JUNCTION OF SW.  376 STREET (STATE ROAD 27) ON THE RIGHT,
 AB2402'TURN RIGHT ON SW. 376 STREET (STATE ROAD 27, PARK ROAD) AND GO WEST
 AB2402'FOR 5.4 MI (8.7 KM) TO THE EVERGLADES NATIONAL PARK ENTRANCE BUILDING,
 AB2402'CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64
 AB2402'KM) TO THE TURNOFF FOR LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK
 AB2402'ROAD (STATE ROAD 27) FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE
 AB2402'ROAD TO PA-HAY-OKEE LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON
 AB2402'PARK ROAD (STATE ROAD 27) FOR 7.15 MI (11.51 KM) TO THE JUNCTION OF A
 AB2402'ROAD ON THE RIGHT TO MAHOGANY HAMMOCK, CONTINUE SOUTH ON PARK ROAD
 AB2402'(STATE ROAD 27) FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF A ROAD TO
 AB2402'POURATIS POND ON THE RIGHT, CONTINUE SOUTH ON PARK ROAD (STATE ROAD
 AB2402'27) FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF A ROAD TO WEST LAKE ON THE
 AB2402'LEFT, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 3.65 MI
 AB2402'(5.87 KM) TO THE PARKING AREA FOR COOT BAY, CONTINUE SOUTHWEST ON PARK
 AB2402'ROAD (STATE ROAD 27) FOR 2.75 MI (4.43 KM) TO THE BRIDGE OVER
 AB2402'BUTTONWOOD CANAL AND THE MARK ON THE LEFT, SET ON THE TOP OF THE
 AB2402'WEST-SOUTHWEST END OF THE CONCRETE BRIDGE GUARDRAIL 2.5 FT (0.8 M)
 AB2402'ABOVE THE LEVEL OF PARK ROAD (STATE ROAD 27) . LOCATED 21.7 FT (6.6 M)
 AB2402'SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE GUARDRAIL, 17.2 FT (5.2
 AB2402'M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF PARK ROAD (STATE ROAD
 AB2402'27) AND 0.8 FT (24.4 CM) NORTHEAST OF THE SOUTHWEST END OF THE
 AB2402'CONCRETE GUARDRAIL.
 AB2402
 AB2402                          STATION RECOVERY (2002)
 AB2402
 AB2402'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AB2402'RECOVERED AS DESCRIBED.
 AB2402'
 AB2402
 AB2402                          STATION RECOVERY (2005)
 AB2402
 AB2402'RECOVERY NOTE BY PBS&J 2005 (DWD)
 AB2402'RECOVERED IN GOOD CONDITION.
 AB2402
 AB2402                          STATION RECOVERY (2009)
 AB2402
 AB2402'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2009 (MJW)
 AB2402'RECOVERED IN GOOD CONDITION.
 AB2402
 AB2402                          STATION RECOVERY (2014)
 AB2402
 AB2402'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JKG)
 AB2402'RECOVERED IN GOOD CONDITION.
 AB2402
 AB2402                          STATION RECOVERY (2019)
 AB2402
 AB2402'RECOVERY NOTE BY GREENMAN PEDERSEN INCORPORATED 2019 (LJB)
 AB2402'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0232 ***********************************************************************
 AG0232  DESIGNATION -  381
 AG0232  PID         -  AG0232
 AG0232  STATE/COUNTY-  FL/PINELLAS
 AG0232  COUNTRY     -  US
 AG0232  USGS QUAD   -  SEMINOLE (2018)
 AG0232
 AG0232                         *CURRENT SURVEY CONTROL
 AG0232  ______________________________________________________________________
 AG0232* NAD 83(1986) POSITION- 27 48 31.     (N) 082 45 11.     (W)   SCALED
 AG0232* NAVD 88 ORTHO HEIGHT -     3.777 (meters)       12.39  (feet) ADJUSTED
 AG0232  ______________________________________________________________________
 AG0232  GEOID HEIGHT    -        -24.418 (meters)                     GEOID18
 AG0232  DYNAMIC HEIGHT  -          3.771 (meters)       12.37  (feet) COMP
 AG0232  MODELED GRAVITY -    979,179.3   (mgal)                       NAVD 88
 AG0232
 AG0232  VERT ORDER      -  SECOND    CLASS II
 AG0232
 AG0232.The horizontal coordinates were scaled from a map and have
 AG0232.an estimated accuracy of +/- 6 seconds.
 AG0232
 AG0232.The orthometric height was determined by differential leveling and
 AG0232.adjusted by the NATIONAL GEODETIC SURVEY
 AG0232.in June 1991.
 AG0232
 AG0232.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0232.GEOID18 height accuracy estimate available here.
 AG0232
 AG0232.Click photographs - Photos may exist for this station.
 AG0232
 AG0232.The dynamic height is computed by dividing the NAVD 88
 AG0232.geopotential number by the normal gravity value computed on the
 AG0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0232.degrees latitude (g = 980.6199 gals.).
 AG0232
 AG0232.The modeled gravity was interpolated from observed gravity values.
 AG0232
 AG0232;                    North         East    Units  Estimated Accuracy
 AG0232;SPC FL W     -   385,230.      125,800.      MT  (+/- 180 meters Scaled)
 AG0232
 AG0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL273772(NAD 83)
 AG0232
 AG0232                          SUPERSEDED SURVEY CONTROL
 AG0232
 AG0232  NGVD 29 (??/??/92)    4.045  (m)           13.27   (f) ADJ UNCH    2 2
 AG0232
 AG0232.Superseded values are not recommended for survey control.
 AG0232
 AG0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0232.See file dsdata.pdf to determine how the superseded data were derived.
 AG0232
 AG0232_MARKER: DD = SURVEY DISK
 AG0232_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0232_SP_SET: INLET
 AG0232_STAMPING: 381
 AG0232_MARK LOGO: FLHD
 AG0232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0232+STABILITY: SURFACE MOTION
 AG0232
 AG0232  HISTORY     - Date     Condition        Report By
 AG0232  HISTORY     - UNK      MONUMENTED       FLHD
 AG0232  HISTORY     - 1976     GOOD             NGS
 AG0232  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG0232  HISTORY     - 20080930 GOOD             PINCPW
 AG0232
 AG0232                          STATION DESCRIPTION
 AG0232
 AG0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0232'IN ST PETERSBURG.
 AG0232'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (U.S. ALT. HWY.
 AG0232'19, TYRONE BLVD.) AND S.R. 693 (66TH ST., U.S. ALT. HWY. 19A). RUN
 AG0232'NORTHWESTERLY ON S.R. 595 FOR 1.95 MILES.  STATION ON RIGHT, 47.0 FT.
 AG0232'N.E. OF THE CENTERLINE S.R. 595, 4.0 FT. WEST OF WOOD TELEPHONE POLE
 AG0232'(NUMBER 4031).  SET IN THE TOP OF THE CONCRETE INLET.  SECTION 1,
 AG0232'T31S, R15E.
 AG0232
 AG0232                          STATION RECOVERY (1990)
 AG0232
 AG0232'RECOVERY NOTE BY US POWER SQUADRON 1990 (AVD)
 AG0232'MARK NOT FOUND.
 AG0232
 AG0232                          STATION RECOVERY (2008)
 AG0232
 AG0232'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0232'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0233 ***********************************************************************
 AG0233  DESIGNATION -  382
 AG0233  PID         -  AG0233
 AG0233  STATE/COUNTY-  FL/PINELLAS
 AG0233  COUNTRY     -  US
 AG0233  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0233
 AG0233                         *CURRENT SURVEY CONTROL
 AG0233  ______________________________________________________________________
 AG0233* NAD 83(1986) POSITION- 27 53 37.     (N) 082 40 05.     (W)   SCALED
 AG0233* NAVD 88 ORTHO HEIGHT -     1.587 (meters)        5.21  (feet) ADJUSTED
 AG0233  ______________________________________________________________________
 AG0233  GEOID HEIGHT    -        -24.684 (meters)                     GEOID18
 AG0233  DYNAMIC HEIGHT  -          1.585 (meters)        5.20  (feet) COMP
 AG0233  MODELED GRAVITY -    979,183.8   (mgal)                       NAVD 88
 AG0233
 AG0233  VERT ORDER      -  SECOND    CLASS II
 AG0233
 AG0233.The horizontal coordinates were scaled from a map and have
 AG0233.an estimated accuracy of +/- 6 seconds.
 AG0233
 AG0233.The orthometric height was determined by differential leveling and
 AG0233.adjusted by the NATIONAL GEODETIC SURVEY
 AG0233.in June 1991.
 AG0233
 AG0233.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0233.GEOID18 height accuracy estimate available here.
 AG0233
 AG0233.Click photographs - Photos may exist for this station.
 AG0233
 AG0233.The dynamic height is computed by dividing the NAVD 88
 AG0233.geopotential number by the normal gravity value computed on the
 AG0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0233.degrees latitude (g = 980.6199 gals.).
 AG0233
 AG0233.The modeled gravity was interpolated from observed gravity values.
 AG0233
 AG0233;                    North         East    Units  Estimated Accuracy
 AG0233;SPC FL W     -   394,600.      134,230.      MT  (+/- 180 meters Scaled)
 AG0233
 AG0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL358865(NAD 83)
 AG0233
 AG0233                          SUPERSEDED SURVEY CONTROL
 AG0233
 AG0233  NGVD 29 (??/??/92)    1.850  (m)            6.07   (f) ADJ UNCH    2 2
 AG0233
 AG0233.Superseded values are not recommended for survey control.
 AG0233
 AG0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0233.See file dsdata.pdf to determine how the superseded data were derived.
 AG0233
 AG0233_MARKER: DD = SURVEY DISK
 AG0233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0233_SP_SET: CULVERT HEADWALL
 AG0233_STAMPING: 382
 AG0233_MARK LOGO: FLHD
 AG0233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0233+STABILITY: SURFACE MOTION
 AG0233
 AG0233  HISTORY     - Date     Condition        Report By
 AG0233  HISTORY     - UNK      MONUMENTED       FLHD
 AG0233  HISTORY     - 1976     GOOD             NGS
 AG0233  HISTORY     - 19991214 MARK NOT FOUND   USPSQD
 AG0233
 AG0233                          STATION DESCRIPTION
 AG0233
 AG0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0233'1 MI NW FROM ST PETERSBURG.
 AG0233'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0233'ULMERTON RD. (SR-688).  RUN EASTERLY ON SR-688 FOR 3.30 MILES. STATION
 AG0233'ON LEFT, 58.6 FT. NORTH OF THE CENTERLINE OF SR-688, 45.9 FT. W.N.W.
 AG0233'OF CONCRETE LIGHT POLE (NUMBER 1A-65859 R), 41.7 FT. SOUTH OF A WOODEN
 AG0233'POWER POLE (NUMBER 1-86057).  SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0233'SECTION 2, T 30, R 16.
 AG0233
 AG0233                          STATION RECOVERY (1999)
 AG0233
 AG0233'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0233'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0234 ***********************************************************************
 AG0234  DESIGNATION -  383
 AG0234  PID         -  AG0234
 AG0234  STATE/COUNTY-  FL/PINELLAS
 AG0234  COUNTRY     -  US
 AG0234  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0234
 AG0234                         *CURRENT SURVEY CONTROL
 AG0234  ______________________________________________________________________
 AG0234* NAD 83(1986) POSITION- 27 53 37.     (N) 082 40 17.     (W)   SCALED
 AG0234* NAVD 88 ORTHO HEIGHT -    10.021 (meters)       32.88  (feet) ADJUSTED
 AG0234  ______________________________________________________________________
 AG0234  GEOID HEIGHT    -        -24.679 (meters)                     GEOID18
 AG0234  DYNAMIC HEIGHT  -         10.007 (meters)       32.83  (feet) COMP
 AG0234  MODELED GRAVITY -    979,183.8   (mgal)                       NAVD 88
 AG0234
 AG0234  VERT ORDER      -  SECOND    CLASS II
 AG0234
 AG0234.The horizontal coordinates were scaled from a map and have
 AG0234.an estimated accuracy of +/- 6 seconds.
 AG0234
 AG0234.The orthometric height was determined by differential leveling and
 AG0234.adjusted by the NATIONAL GEODETIC SURVEY
 AG0234.in June 1991.
 AG0234
 AG0234.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0234.GEOID18 height accuracy estimate available here.
 AG0234
 AG0234.Click photographs - Photos may exist for this station.
 AG0234
 AG0234.The dynamic height is computed by dividing the NAVD 88
 AG0234.geopotential number by the normal gravity value computed on the
 AG0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0234.degrees latitude (g = 980.6199 gals.).
 AG0234
 AG0234.The modeled gravity was interpolated from observed gravity values.
 AG0234
 AG0234;                    North         East    Units  Estimated Accuracy
 AG0234;SPC FL W     -   394,600.      133,900.      MT  (+/- 180 meters Scaled)
 AG0234
 AG0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL354865(NAD 83)
 AG0234
 AG0234                          SUPERSEDED SURVEY CONTROL
 AG0234
 AG0234  NGVD 29 (??/??/92)   10.284  (m)           33.74   (f) ADJ UNCH    2 2
 AG0234
 AG0234.Superseded values are not recommended for survey control.
 AG0234
 AG0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0234.See file dsdata.pdf to determine how the superseded data were derived.
 AG0234
 AG0234_MARKER: DD = SURVEY DISK
 AG0234_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0234_SP_SET: OVERPASS
 AG0234_STAMPING: 383
 AG0234_MARK LOGO: FLHD
 AG0234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0234
 AG0234  HISTORY     - Date     Condition        Report By
 AG0234  HISTORY     - UNK      MONUMENTED       FLHD
 AG0234  HISTORY     - 1976     GOOD             NGS
 AG0234  HISTORY     - 19991214 GOOD             USPSQD
 AG0234  HISTORY     - 20080908 GOOD             PINCPW
 AG0234
 AG0234                          STATION DESCRIPTION
 AG0234
 AG0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0234'1 MI NW FROM ST PETERSBURG.
 AG0234'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0234'ULMERTON RD. (SR-688).  RUN EASTERLY ON SR-688 FOR 3.05 MILES. STATION
 AG0234'ON RIGHT, S.E. CORNER OF OVERPASS.  SET IN THE TOP OF A CONCRETE WALL.
 AG0234'SECTION 2, T 30, R 16.
 AG0234
 AG0234                          STATION RECOVERY (1999)
 AG0234
 AG0234'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0234'RECOVERED IN GOOD CONDITION.
 AG0234
 AG0234                          STATION RECOVERY (2008)
 AG0234
 AG0234'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0235 ***********************************************************************
 AG0235  DESIGNATION -  384
 AG0235  PID         -  AG0235
 AG0235  STATE/COUNTY-  FL/PINELLAS
 AG0235  COUNTRY     -  US
 AG0235  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0235
 AG0235                         *CURRENT SURVEY CONTROL
 AG0235  ______________________________________________________________________
 AG0235* NAD 83(1986) POSITION- 27 53 37.     (N) 082 40 17.     (W)   SCALED
 AG0235* NAVD 88 ORTHO HEIGHT -     9.062 (meters)       29.73  (feet) ADJUSTED
 AG0235  ______________________________________________________________________
 AG0235  GEOID HEIGHT    -        -24.679 (meters)                     GEOID18
 AG0235  DYNAMIC HEIGHT  -          9.049 (meters)       29.69  (feet) COMP
 AG0235  MODELED GRAVITY -    979,183.8   (mgal)                       NAVD 88
 AG0235
 AG0235  VERT ORDER      -  SECOND    CLASS II
 AG0235
 AG0235.The horizontal coordinates were scaled from a map and have
 AG0235.an estimated accuracy of +/- 6 seconds.
 AG0235
 AG0235.The orthometric height was determined by differential leveling and
 AG0235.adjusted by the NATIONAL GEODETIC SURVEY
 AG0235.in June 1991.
 AG0235
 AG0235.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0235.GEOID18 height accuracy estimate available here.
 AG0235
 AG0235.Click photographs - Photos may exist for this station.
 AG0235
 AG0235.The dynamic height is computed by dividing the NAVD 88
 AG0235.geopotential number by the normal gravity value computed on the
 AG0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0235.degrees latitude (g = 980.6199 gals.).
 AG0235
 AG0235.The modeled gravity was interpolated from observed gravity values.
 AG0235
 AG0235;                    North         East    Units  Estimated Accuracy
 AG0235;SPC FL W     -   394,600.      133,900.      MT  (+/- 180 meters Scaled)
 AG0235
 AG0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL354865(NAD 83)
 AG0235
 AG0235                          SUPERSEDED SURVEY CONTROL
 AG0235
 AG0235  NGVD 29 (??/??/92)    9.325  (m)           30.59   (f) ADJ UNCH    2 2
 AG0235
 AG0235.Superseded values are not recommended for survey control.
 AG0235
 AG0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0235.See file dsdata.pdf to determine how the superseded data were derived.
 AG0235
 AG0235_MARKER: DD = SURVEY DISK
 AG0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0235_SP_SET: OVERPASS
 AG0235_STAMPING: 384
 AG0235_MARK LOGO: FLHD
 AG0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0235
 AG0235  HISTORY     - Date     Condition        Report By
 AG0235  HISTORY     - UNK      MONUMENTED       FLHD
 AG0235  HISTORY     - 1976     GOOD             NGS
 AG0235  HISTORY     - 19991214 GOOD             USPSQD
 AG0235  HISTORY     - 20080908 GOOD             PINCPW
 AG0235
 AG0235                          STATION DESCRIPTION
 AG0235
 AG0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0235'IN ST PETERSBURG.
 AG0235'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND
 AG0235'ULMERTON RD. (SR-688).  RUN EASTERLY ON SR-688 FOR 3.05 MILES. STATION
 AG0235'ON LEFT, N.W. CORNER OF OVERPASS.  SET IN THE TOP OF THE CONCRETE
 AG0235'WALL.  SECTION 2, T 30, R 16.
 AG0235
 AG0235                          STATION RECOVERY (1999)
 AG0235
 AG0235'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0235'RECOVERED IN GOOD CONDITION.
 AG0235
 AG0235                          STATION RECOVERY (2008)
 AG0235
 AG0235'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0235'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD0446 ***********************************************************************
 BD0446  DESIGNATION -  384 JWM
 BD0446  PID         -  BD0446
 BD0446  STATE/COUNTY-  FL/TAYLOR
 BD0446  COUNTRY     -  US
 BD0446  USGS QUAD   -  SHADY GROVE (2018)
 BD0446
 BD0446                         *CURRENT SURVEY CONTROL
 BD0446  ______________________________________________________________________
 BD0446* NAD 83(1986) POSITION- 30 17 16.     (N) 083 38 00.     (W)   SCALED
 BD0446* NAVD 88 ORTHO HEIGHT -    26.131 (meters)       85.73  (feet) ADJUSTED
 BD0446  ______________________________________________________________________
 BD0446  GEOID HEIGHT    -        -27.637 (meters)                     GEOID18
 BD0446  DYNAMIC HEIGHT  -         26.097 (meters)       85.62  (feet) COMP
 BD0446  MODELED GRAVITY -    979,346.4   (mgal)                       NAVD 88
 BD0446
 BD0446  VERT ORDER      -  FIRST     CLASS I
 BD0446
 BD0446.The horizontal coordinates were scaled from a map and have
 BD0446.an estimated accuracy of +/- 6 seconds.
 BD0446
 BD0446.The orthometric height was determined by differential leveling and
 BD0446.adjusted by the NATIONAL GEODETIC SURVEY
 BD0446.in June 1991.
 BD0446
 BD0446.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD0446.GEOID18 height accuracy estimate available here.
 BD0446
 BD0446.Click photographs - Photos may exist for this station.
 BD0446
 BD0446.The dynamic height is computed by dividing the NAVD 88
 BD0446.geopotential number by the normal gravity value computed on the
 BD0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0446.degrees latitude (g = 980.6199 gals.).
 BD0446
 BD0446.The modeled gravity was interpolated from observed gravity values.
 BD0446
 BD0446;                    North         East    Units  Estimated Accuracy
 BD0446;SPC FL N     -   143,060.      683,370.      MT  (+/- 180 meters Scaled)
 BD0446
 BD0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP467536(NAD 83)
 BD0446
 BD0446                          SUPERSEDED SURVEY CONTROL
 BD0446
 BD0446.No superseded survey control is available for this station.
 BD0446
 BD0446_MARKER: DD = SURVEY DISK
 BD0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0446_STAMPING: 384 JWM 1951 86FT
 BD0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0446+STABILITY: SURFACE MOTION
 BD0446
 BD0446  HISTORY     - Date     Condition        Report By
 BD0446  HISTORY     - 1951     MONUMENTED       USGS
 BD0446  HISTORY     - 1975     GOOD             NGS
 BD0446
 BD0446                          STATION DESCRIPTION
 BD0446
 BD0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BD0446'12 MI N FROM PERRY.
 BD0446'12.0 MILES NORTH ALONG U.S. HIGHWAY 221 FROM THE TAYLOR COUNTY
 BD0446'COURTHOUSE AT PERRY, 0.15 MILE WEST AND ACROSS TRACKS FROM BM
 BD0446'V 184, 0.1 MILE WEST OF THE JUNCTION OF U.S. HIGHWAY 221 AND
 BD0446'STATE ROAD S-14, 121.8 FEET WEST OF THE WEST RAIL OF SOUTH
 BD0446'GEORGIA RAILROAD, 40.9 FEET NORTH OF CENTER LINE OF STATE
 BD0446'HIGHWAY S-14, 10.2 FEET NORTHWEST OF A POWER POLE WITH ONE
 BD0446'TRANSFORMER, 106.6 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 BD0446'A WHITE HOUSE, 8 INCHES SOUTH OF A METAL WITNESS POST, 1/2 FOOT
 BD0446'ABOVE STATE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 BD0446'PROJECTING 2 INCHES ABOVE LEVEL OF GROUND.  THIS MARK CAN ALSO
 BD0446'BE REACHED BY GOING 13.20 MILES SOUTH ALONG U.S. HWY. 221 FROM
 BD0446'THE CROSSING OF THE SEABOARD COAST LINE RAILROAD AT GREENVILLE,
 BD0446'0.10 MILES WEST ALONG STATE HWY. S-14 TO THE MARK ON RIGHT.
 BD0446'SECTION 28, T2S, R7E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0236 ***********************************************************************
 AG0236  DESIGNATION -  385
 AG0236  PID         -  AG0236
 AG0236  STATE/COUNTY-  FL/PINELLAS
 AG0236  COUNTRY     -  US
 AG0236  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0236
 AG0236                         *CURRENT SURVEY CONTROL
 AG0236  ______________________________________________________________________
 AG0236* NAD 83(1986) POSITION- 27 53 13.     (N) 082 38 47.     (W)   SCALED
 AG0236* NAVD 88 ORTHO HEIGHT -     1.494 (meters)        4.90  (feet) ADJUSTED
 AG0236  ______________________________________________________________________
 AG0236  GEOID HEIGHT    -        -24.701 (meters)                     GEOID18
 AG0236  DYNAMIC HEIGHT  -          1.492 (meters)        4.89  (feet) COMP
 AG0236  MODELED GRAVITY -    979,183.1   (mgal)                       NAVD 88
 AG0236
 AG0236  VERT ORDER      -  SECOND    CLASS II
 AG0236
 AG0236.The horizontal coordinates were scaled from a map and have
 AG0236.an estimated accuracy of +/- 6 seconds.
 AG0236
 AG0236.The orthometric height was determined by differential leveling and
 AG0236.adjusted by the NATIONAL GEODETIC SURVEY
 AG0236.in June 1991.
 AG0236
 AG0236.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0236.GEOID18 height accuracy estimate available here.
 AG0236
 AG0236.Click photographs - Photos may exist for this station.
 AG0236
 AG0236.The dynamic height is computed by dividing the NAVD 88
 AG0236.geopotential number by the normal gravity value computed on the
 AG0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0236.degrees latitude (g = 980.6199 gals.).
 AG0236
 AG0236.The modeled gravity was interpolated from observed gravity values.
 AG0236
 AG0236;                    North         East    Units  Estimated Accuracy
 AG0236;SPC FL W     -   393,850.      136,360.      MT  (+/- 180 meters Scaled)
 AG0236
 AG0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379857(NAD 83)
 AG0236
 AG0236                          SUPERSEDED SURVEY CONTROL
 AG0236
 AG0236  NGVD 29 (??/??/92)    1.757  (m)            5.76   (f) ADJ UNCH    2 2
 AG0236
 AG0236.Superseded values are not recommended for survey control.
 AG0236
 AG0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0236.See file dsdata.pdf to determine how the superseded data were derived.
 AG0236
 AG0236_MARKER: DD = SURVEY DISK
 AG0236_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0236_SP_SET: CULVERT HEADWALL
 AG0236_STAMPING: 385
 AG0236_MARK LOGO: FLHD
 AG0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0236+STABILITY: SURFACE MOTION
 AG0236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0236+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2001
 AG0236
 AG0236  HISTORY     - Date     Condition        Report By
 AG0236  HISTORY     - UNK      MONUMENTED       FLHD
 AG0236  HISTORY     - 1976     GOOD             NGS
 AG0236  HISTORY     - 20010429 GOOD             USPSQD
 AG0236  HISTORY     - 20080826 GOOD             PINCPW
 AG0236
 AG0236                          STATION DESCRIPTION
 AG0236
 AG0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0236'IN ST PETERSBURG.
 AG0236'TO REACH THE STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (SR-686)
 AG0236'AND 9TH ST. N. (SR.S-688).  RUN NORTHERLY ON 9TH ST. N. FOR 1.20
 AG0236'MILES.  STATION ON RIGHT, 27.2 FT. EAST OF THE CENTERLINE OF THE NORTH
 AG0236'BOUND LANE OF 9TH ST. N., 103.5 FT. N.N.E. OF CONCRETE LIGHT POLE (NO
 AG0236'NUMBER), 96.4 FT. S.E. OF METAL LIGHT POLE (NUMBER 171), 28.2 FT.
 AG0236'SOUTH OF THE NORTH END OF CONCRETE HEADWALL.  SET IN THE TOP OF THE
 AG0236'CONCRETE HEADWALL.  SECTION 7, T 30, R 16.
 AG0236
 AG0236                          STATION RECOVERY (2001)
 AG0236
 AG0236'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCK)
 AG0236'RECOVERED IN GOOD CONDITION.
 AG0236
 AG0236                          STATION RECOVERY (2008)
 AG0236
 AG0236'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0236'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0237 ***********************************************************************
 AG0237  DESIGNATION -  386
 AG0237  PID         -  AG0237
 AG0237  STATE/COUNTY-  FL/PINELLAS
 AG0237  COUNTRY     -  US
 AG0237  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0237
 AG0237                         *CURRENT SURVEY CONTROL
 AG0237  ______________________________________________________________________
 AG0237* NAD 83(1986) POSITION- 27 53 25.     (N) 082 38 47.     (W)   SCALED
 AG0237* NAVD 88 ORTHO HEIGHT -     0.897 (meters)        2.94  (feet) ADJUSTED
 AG0237  ______________________________________________________________________
 AG0237  GEOID HEIGHT    -        -24.706 (meters)                     GEOID18
 AG0237  DYNAMIC HEIGHT  -          0.895 (meters)        2.94  (feet) COMP
 AG0237  MODELED GRAVITY -    979,183.3   (mgal)                       NAVD 88
 AG0237
 AG0237  VERT ORDER      -  SECOND    CLASS II
 AG0237
 AG0237.The horizontal coordinates were scaled from a map and have
 AG0237.an estimated accuracy of +/- 6 seconds.
 AG0237
 AG0237.The orthometric height was determined by differential leveling and
 AG0237.adjusted by the NATIONAL GEODETIC SURVEY
 AG0237.in June 1991.
 AG0237
 AG0237.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0237.GEOID18 height accuracy estimate available here.
 AG0237
 AG0237.Click photographs - Photos may exist for this station.
 AG0237
 AG0237.The dynamic height is computed by dividing the NAVD 88
 AG0237.geopotential number by the normal gravity value computed on the
 AG0237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0237.degrees latitude (g = 980.6199 gals.).
 AG0237
 AG0237.The modeled gravity was interpolated from observed gravity values.
 AG0237
 AG0237;                    North         East    Units  Estimated Accuracy
 AG0237;SPC FL W     -   394,220.      136,360.      MT  (+/- 180 meters Scaled)
 AG0237
 AG0237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379861(NAD 83)
 AG0237
 AG0237                          SUPERSEDED SURVEY CONTROL
 AG0237
 AG0237  NGVD 29 (??/??/92)    1.160  (m)            3.81   (f) ADJ UNCH    2 2
 AG0237
 AG0237.Superseded values are not recommended for survey control.
 AG0237
 AG0237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0237.See file dsdata.pdf to determine how the superseded data were derived.
 AG0237
 AG0237_MARKER: DD = SURVEY DISK
 AG0237_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0237_SP_SET: CULVERT HEADWALL
 AG0237_STAMPING: 386
 AG0237_MARK LOGO: FLHD
 AG0237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0237+STABILITY: SURFACE MOTION
 AG0237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0237+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2001
 AG0237
 AG0237  HISTORY     - Date     Condition        Report By
 AG0237  HISTORY     - UNK      MONUMENTED       FLHD
 AG0237  HISTORY     - 1976     GOOD             NGS
 AG0237  HISTORY     - 20010429 GOOD             USPSQD
 AG0237
 AG0237                          STATION DESCRIPTION
 AG0237
 AG0237'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0237'IN ST PETERSBURG.
 AG0237'TO REACH THE STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (SR-686)
 AG0237'AND 9TH ST. N. (SR. S-688).  RUN NORTHERLY ON 9TH ST. N. FOR 1.45
 AG0237'MILES.  STATION ON RIGHT, 77.0 FT. EAST OF THE CENTERLINE OF 9TH ST.
 AG0237'N., 106.4 FT. E.S.E. OF LIGHT POLE (NUMBER 161).  SET IN THE TOP OF A
 AG0237'CONCRETE HEADWALL.  SECTION 7, T 30, R 16.
 AG0237
 AG0237                          STATION RECOVERY (2001)
 AG0237
 AG0237'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCK)
 AG0237'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG0259 ***********************************************************************
 BG0259  DESIGNATION -  386
 BG0259  PID         -  BG0259
 BG0259  STATE/COUNTY-  FL/SANTA ROSA
 BG0259  COUNTRY     -  US
 BG0259  USGS QUAD   -  MILTON SOUTH (2018)
 BG0259
 BG0259                         *CURRENT SURVEY CONTROL
 BG0259  ______________________________________________________________________
 BG0259* NAD 83(1986) POSITION- 30 34 23.     (N) 087 04 43.     (W)   SCALED
 BG0259* NAVD 88 ORTHO HEIGHT -    20.629 (meters)       67.68  (feet) ADJUSTED
 BG0259  ______________________________________________________________________
 BG0259  GEOID HEIGHT    -        -27.403 (meters)                     GEOID18
 BG0259  DYNAMIC HEIGHT  -         20.602 (meters)       67.59  (feet) COMP
 BG0259  MODELED GRAVITY -    979,359.0   (mgal)                       NAVD 88
 BG0259
 BG0259  VERT ORDER      -  FIRST     CLASS I
 BG0259
 BG0259.The horizontal coordinates were scaled from a map and have
 BG0259.an estimated accuracy of +/- 6 seconds.
 BG0259
 BG0259.The orthometric height was determined by differential leveling and
 BG0259.adjusted by the NATIONAL GEODETIC SURVEY
 BG0259.in June 1991.
 BG0259
 BG0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG0259.GEOID18 height accuracy estimate available here.
 BG0259
 BG0259.Click photographs - Photos may exist for this station.
 BG0259
 BG0259.The dynamic height is computed by dividing the NAVD 88
 BG0259.geopotential number by the normal gravity value computed on the
 BG0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0259.degrees latitude (g = 980.6199 gals.).
 BG0259
 BG0259.The modeled gravity was interpolated from observed gravity values.
 BG0259
 BG0259;                    North         East    Units  Estimated Accuracy
 BG0259;SPC FL N     -   177,170.      352,670.      MT  (+/- 180 meters Scaled)
 BG0259
 BG0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU924822(NAD 83)
 BG0259
 BG0259                          SUPERSEDED SURVEY CONTROL
 BG0259
 BG0259  NGVD 29 (11/26/84)   20.577  (m)           67.51   (f) ADJUSTED    1 1
 BG0259
 BG0259.Superseded values are not recommended for survey control.
 BG0259
 BG0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0259.See file dsdata.pdf to determine how the superseded data were derived.
 BG0259
 BG0259_MARKER: DD = SURVEY DISK
 BG0259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0259_STAMPING: NO 386 ELEV 116
 BG0259_MARK LOGO: USACE
 BG0259_PROJECTION: PROJECTING 18 CENTIMETERS
 BG0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0259+STABILITY: SURFACE MOTION
 BG0259
 BG0259  HISTORY     - Date     Condition        Report By
 BG0259  HISTORY     - UNK      MONUMENTED       USACE
 BG0259  HISTORY     - 1968     GOOD             CGS
 BG0259
 BG0259                          STATION DESCRIPTION
 BG0259
 BG0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BG0259'4 MI SW FROM MILTON.
 BG0259'4.05 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BG0259'FROM THE STATION AT MILTON, 1.85 MILES NORTHEAST OF THE
 BG0259'CROSSING OF STATE HIGHWAY 281, 261.0 FEET NORTH NORTHEAST
 BG0259'OF AND ACROSS THE TRACKS FROM MILE POST 666, 53.5 FEET WEST
 BG0259'SOUTHWEST OF TELEPHONE POLE NO. 4750, 33.5 FEET NORTHWEST
 BG0259'OF THE NORTHWEST RAIL OF THE TRACKS, 1.0 FOOT SOUTHWEST OF A METAL
 BG0259'WITNESS POST, 4.5 FEET ABOVE THE LEVEL OF THE TRACKS, AND
 BG0259'SET IN THE TOP OF A CONCRETE POST PROJECTING 7-INCHES ABOVE THE
 BG0259'GROUND.  SEC 29, T 1N, R 28 W
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0238 ***********************************************************************
 AG0238  DESIGNATION -  387
 AG0238  PID         -  AG0238
 AG0238  STATE/COUNTY-  FL/PINELLAS
 AG0238  COUNTRY     -  US
 AG0238  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0238
 AG0238                         *CURRENT SURVEY CONTROL
 AG0238  ______________________________________________________________________
 AG0238* NAD 83(1986) POSITION- 27 51 25.     (N) 082 38 47.     (W)   SCALED
 AG0238* NAVD 88 ORTHO HEIGHT -     1.313 (meters)        4.31  (feet) ADJUSTED
 AG0238  ______________________________________________________________________
 AG0238  GEOID HEIGHT    -        -24.650 (meters)                     GEOID18
 AG0238  DYNAMIC HEIGHT  -          1.311 (meters)        4.30  (feet) COMP
 AG0238  MODELED GRAVITY -    979,181.0   (mgal)                       NAVD 88
 AG0238
 AG0238  VERT ORDER      -  SECOND    CLASS II
 AG0238
 AG0238.The horizontal coordinates were scaled from a map and have
 AG0238.an estimated accuracy of +/- 6 seconds.
 AG0238
 AG0238.The orthometric height was determined by differential leveling and
 AG0238.adjusted by the NATIONAL GEODETIC SURVEY
 AG0238.in June 1991.
 AG0238
 AG0238.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0238.GEOID18 height accuracy estimate available here.
 AG0238
 AG0238.Click photographs - Photos may exist for this station.
 AG0238
 AG0238.The dynamic height is computed by dividing the NAVD 88
 AG0238.geopotential number by the normal gravity value computed on the
 AG0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0238.degrees latitude (g = 980.6199 gals.).
 AG0238
 AG0238.The modeled gravity was interpolated from observed gravity values.
 AG0238
 AG0238;                    North         East    Units  Estimated Accuracy
 AG0238;SPC FL W     -   390,530.      136,340.      MT  (+/- 180 meters Scaled)
 AG0238
 AG0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL378824(NAD 83)
 AG0238
 AG0238                          SUPERSEDED SURVEY CONTROL
 AG0238
 AG0238  NGVD 29 (??/??/92)    1.574  (m)            5.16   (f) ADJ UNCH    2 2
 AG0238
 AG0238.Superseded values are not recommended for survey control.
 AG0238
 AG0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0238.See file dsdata.pdf to determine how the superseded data were derived.
 AG0238
 AG0238_MARKER: DD = SURVEY DISK
 AG0238_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0238_SP_SET: CULVERT HEADWALL
 AG0238_STAMPING: 387
 AG0238_MARK LOGO: FLHD
 AG0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0238+STABILITY: SURFACE MOTION
 AG0238
 AG0238  HISTORY     - Date     Condition        Report By
 AG0238  HISTORY     - UNK      MONUMENTED       FLHD
 AG0238  HISTORY     - 1976     GOOD             NGS
 AG0238  HISTORY     - 20030316 GOOD             USPSQD
 AG0238
 AG0238                          STATION DESCRIPTION
 AG0238
 AG0238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0238'IN ST PETERSBURG.
 AG0238'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0238'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH STREET FOR 0.25
 AG0238'MILES TO THE INTERSECTION OF S.R. 694.  RUN WESTERLY ON S.R. 694 FOR
 AG0238'0.40 MILES.  STATION ON LEFT, 46.5 FT. SOUTH OF THE CENTERLINE OF S.R.
 AG0238'694, 87.4 FT. W.N.W. OF A POWER POLE (NUMBER 101661).  SET IN THE TOP
 AG0238'OF A CONCRETE HEADWALL.  SECTION 19, T 30, R 17.
 AG0238
 AG0238                          STATION RECOVERY (2003)
 AG0238
 AG0238'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF)
 AG0238'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0239 ***********************************************************************
 AG0239  DESIGNATION -  388
 AG0239  PID         -  AG0239
 AG0239  STATE/COUNTY-  FL/PINELLAS
 AG0239  COUNTRY     -  US
 AG0239  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0239
 AG0239                         *CURRENT SURVEY CONTROL
 AG0239  ______________________________________________________________________
 AG0239* NAD 83(1986) POSITION- 27 51 35.     (N) 082 38 47.     (W)   SCALED
 AG0239* NAVD 88 ORTHO HEIGHT -     1.505 (meters)        4.94  (feet) ADJUSTED
 AG0239  ______________________________________________________________________
 AG0239  GEOID HEIGHT    -        -24.655 (meters)                     GEOID18
 AG0239  DYNAMIC HEIGHT  -          1.502 (meters)        4.93  (feet) COMP
 AG0239  MODELED GRAVITY -    979,181.2   (mgal)                       NAVD 88
 AG0239
 AG0239  VERT ORDER      -  SECOND    CLASS II
 AG0239
 AG0239.The horizontal coordinates were scaled from a map and have
 AG0239.an estimated accuracy of +/- 6 seconds.
 AG0239
 AG0239.The orthometric height was determined by differential leveling and
 AG0239.adjusted by the NATIONAL GEODETIC SURVEY
 AG0239.in June 1991.
 AG0239
 AG0239.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0239.GEOID18 height accuracy estimate available here.
 AG0239
 AG0239.Click photographs - Photos may exist for this station.
 AG0239
 AG0239.The dynamic height is computed by dividing the NAVD 88
 AG0239.geopotential number by the normal gravity value computed on the
 AG0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0239.degrees latitude (g = 980.6199 gals.).
 AG0239
 AG0239.The modeled gravity was interpolated from observed gravity values.
 AG0239
 AG0239;                    North         East    Units  Estimated Accuracy
 AG0239;SPC FL W     -   390,830.      136,340.      MT  (+/- 180 meters Scaled)
 AG0239
 AG0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379827(NAD 83)
 AG0239
 AG0239                          SUPERSEDED SURVEY CONTROL
 AG0239
 AG0239  NGVD 29 (??/??/92)    1.766  (m)            5.79   (f) ADJ UNCH    2 2
 AG0239
 AG0239.Superseded values are not recommended for survey control.
 AG0239
 AG0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0239.See file dsdata.pdf to determine how the superseded data were derived.
 AG0239
 AG0239_MARKER: DD = SURVEY DISK
 AG0239_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0239_SP_SET: CULVERT HEADWALL
 AG0239_STAMPING: 388
 AG0239_MARK LOGO: FLHD
 AG0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0239+STABILITY: SURFACE MOTION
 AG0239
 AG0239  HISTORY     - Date     Condition        Report By
 AG0239  HISTORY     - UNK      MONUMENTED       FLHD
 AG0239  HISTORY     - 1976     GOOD             NGS
 AG0239  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AG0239  HISTORY     - 20080911 GOOD             PINCPW
 AG0239
 AG0239                          STATION DESCRIPTION
 AG0239
 AG0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0239'IN ST PETERSBURG.
 AG0239'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0239'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH STREET FOR 0.25
 AG0239'MILES TO THE INTERSECTION OF S.R. 694.  TURN RIGHT AND RUN WESTERLY ON
 AG0239'S.R. 694 FOR 0.55 MILES TO THE INTERSECTION OF 9TH STREET (S.R. S-686)
 AG0239'TURN RIGHT ON 9TH STREET AND RUN NORTHERLY FOR 0.05 MILE. STATION ON
 AG0239'RIGHT, 54.0 FT. EAST OF THE CENTERLINE OF 9TH STREET, 119.5 FT. E.S.E.
 AG0239'OF A LIGHT POLE (NUMBER 70), 51.6 FT. SOUTH OF A LIGHT POLE (NUMBER
 AG0239'4).  SET IN THE TOP OF A CONCRETE HEADWALL. SECTION 19, T 30, R 17.
 AG0239
 AG0239                          STATION RECOVERY (2003)
 AG0239
 AG0239'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK)
 AG0239'CHECKED LATITUDE AND LONGITUDE AND FOUND IT TO BE TOTALLY
 AG0239'MISLEADING/THE AREA HAS BEEN TOTALLY REDESIGNED AND REFERENCE POINTS
 AG0239'IN THE DESCRIPTION NO LONGER DESCRIBE LOCATION OF MARKER
 AG0239
 AG0239                          STATION RECOVERY (2008)
 AG0239
 AG0239'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0240 ***********************************************************************
 AG0240  DESIGNATION -  389
 AG0240  PID         -  AG0240
 AG0240  STATE/COUNTY-  FL/PINELLAS
 AG0240  COUNTRY     -  US
 AG0240  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0240
 AG0240                         *CURRENT SURVEY CONTROL
 AG0240  ______________________________________________________________________
 AG0240* NAD 83(1986) POSITION- 27 51 55.     (N) 082 38 47.     (W)   SCALED
 AG0240* NAVD 88 ORTHO HEIGHT -     1.414 (meters)        4.64  (feet) ADJUSTED
 AG0240  ______________________________________________________________________
 AG0240  GEOID HEIGHT    -        -24.664 (meters)                     GEOID18
 AG0240  DYNAMIC HEIGHT  -          1.412 (meters)        4.63  (feet) COMP
 AG0240  MODELED GRAVITY -    979,181.6   (mgal)                       NAVD 88
 AG0240
 AG0240  VERT ORDER      -  SECOND    CLASS II
 AG0240
 AG0240.The horizontal coordinates were scaled from a map and have
 AG0240.an estimated accuracy of +/- 6 seconds.
 AG0240
 AG0240.The orthometric height was determined by differential leveling and
 AG0240.adjusted by the NATIONAL GEODETIC SURVEY
 AG0240.in June 1991.
 AG0240
 AG0240.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0240.GEOID18 height accuracy estimate available here.
 AG0240
 AG0240.Click photographs - Photos may exist for this station.
 AG0240
 AG0240.The dynamic height is computed by dividing the NAVD 88
 AG0240.geopotential number by the normal gravity value computed on the
 AG0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0240.degrees latitude (g = 980.6199 gals.).
 AG0240
 AG0240.The modeled gravity was interpolated from observed gravity values.
 AG0240
 AG0240;                    North         East    Units  Estimated Accuracy
 AG0240;SPC FL W     -   391,450.      136,340.      MT  (+/- 180 meters Scaled)
 AG0240
 AG0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379833(NAD 83)
 AG0240
 AG0240                          SUPERSEDED SURVEY CONTROL
 AG0240
 AG0240  NGVD 29 (??/??/92)    1.675  (m)            5.50   (f) ADJ UNCH    2 2
 AG0240
 AG0240.Superseded values are not recommended for survey control.
 AG0240
 AG0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0240.See file dsdata.pdf to determine how the superseded data were derived.
 AG0240
 AG0240_MARKER: DD = SURVEY DISK
 AG0240_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0240_SP_SET: CULVERT HEADWALL
 AG0240_STAMPING: 389
 AG0240_MARK LOGO: FLHD
 AG0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0240+STABILITY: SURFACE MOTION
 AG0240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0240+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2003
 AG0240
 AG0240  HISTORY     - Date     Condition        Report By
 AG0240  HISTORY     - UNK      MONUMENTED       FLHD
 AG0240  HISTORY     - 1976     GOOD             NGS
 AG0240  HISTORY     - 20030226 GOOD             USPSQD
 AG0240  HISTORY     - 20080911 GOOD             PINCPW
 AG0240
 AG0240                          STATION DESCRIPTION
 AG0240
 AG0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0240'IN ST PERTERSBURG.
 AG0240'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0240'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH STREET FOR 0.25
 AG0240'MILES TO THE INTERSECTION OF S.R. 694.  RUN WESTERLY ON S.R. 694 FOR
 AG0240'0.55 MILES, TO THE INTERSECTION OF S.R. S-686 (9TH STREET).  TURN
 AG0240'RIGHT ON 9TH STREET AND RUN NORTHERLY FOR 0.50 MILES.  STATION ON
 AG0240'RIGHT, 60.5 FT. EAST OF THE CENTERLINE OF 9TH STREET, LOCATED ON THE
 AG0240'EXTENDED CENTERLINE OF 102ND AVE. N., 46.2 FT. W.N.W. OF A WOODEN
 AG0240'POWER POLE (NUMBER 1-78977).  SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0240'SECTION 19, T 30, R 17.
 AG0240
 AG0240                          STATION RECOVERY (2003)
 AG0240
 AG0240'RECOVERY NOTE BY US POWER SQUADRON 2003 (SIT)
 AG0240'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0240'AND S.R. 686 (ROOSEVELT BLVD.) RUN SOUTHERLY ON 4TH STREET FOR 0.25
 AG0240'MISLEX TO THE INTERSECTION OF S.R. 694.  RUN WESTERLY ON S.R. 694 FOR
 AG0240'0.55 MILES, TO THE INTERSECTION OF S.R. S-686 (MARTIN LUTHER KING
 AG0240'STREET).  TURN RIGHT ON ML KING STREET AND RUN NORTHERLY FOR 0.1
 AG0240'MILES.
 AG0240'STATION ON RIGHT, 60.5 FT. EAST OF THE CENTERLINE OF ML KING STREET,
 AG0240'LOCATED ON THE EXTENDED CENTERLINE OF 102ND AVE. N., 46.8 FT.  NW (313
 AG0240'DEGREES) OF WOODEN POWER POLE (10187), 54.7 FT. SSW (208 DEGREES) FROM
 AG0240'FIRE HYDRANT (YELLOW AND GREEN).
 AG0240'SET IN THE TOP OF A CONCRETE HEADWALL.
 AG0240'
 AG0240
 AG0240                          STATION RECOVERY (2008)
 AG0240
 AG0240'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0240'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7213 ***********************************************************************
 AK7213  DESIGNATION -  39
 AK7213  PID         -  AK7213
 AK7213  STATE/COUNTY-  FL/ORANGE
 AK7213  COUNTRY     -  US
 AK7213  USGS QUAD   -  ORLANDO EAST (2018)
 AK7213
 AK7213                         *CURRENT SURVEY CONTROL
 AK7213  ______________________________________________________________________
 AK7213* NAD 83(1986) POSITION- 28 34 07.     (N) 081 16 22.     (W)   SCALED
 AK7213* NAVD 88 ORTHO HEIGHT -    22.981 (meters)       75.40  (feet) ADJUSTED
 AK7213  ______________________________________________________________________
 AK7213  GEOID HEIGHT    -        -27.820 (meters)                     GEOID18
 AK7213  DYNAMIC HEIGHT  -         22.948 (meters)       75.29  (feet) COMP
 AK7213  MODELED GRAVITY -    979,208.2   (mgal)                       NAVD 88
 AK7213
 AK7213  VERT ORDER      -  FIRST     CLASS II
 AK7213
 AK7213.The horizontal coordinates were scaled from a map and have
 AK7213.an estimated accuracy of +/- 6 seconds.
 AK7213
 AK7213.The orthometric height was determined by differential leveling and
 AK7213.adjusted by the NATIONAL GEODETIC SURVEY
 AK7213.in April 2010.
 AK7213
 AK7213.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7213.GEOID18 height accuracy estimate available here.
 AK7213
 AK7213.Click photographs - Photos may exist for this station.
 AK7213
 AK7213.The dynamic height is computed by dividing the NAVD 88
 AK7213.geopotential number by the normal gravity value computed on the
 AK7213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7213.degrees latitude (g = 980.6199 gals.).
 AK7213
 AK7213.The modeled gravity was interpolated from observed gravity values.
 AK7213
 AK7213;                    North         East    Units  Estimated Accuracy
 AK7213;SPC FL E     -   469,250.      173,310.      MT  (+/- 180 meters Scaled)
 AK7213
 AK7213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM733602(NAD 83)
 AK7213
 AK7213                          SUPERSEDED SURVEY CONTROL
 AK7213
 AK7213  NAVD 88 (12/21/95)   22.967  (m)           75.35   (f) SUPERSEDED  2 1
 AK7213
 AK7213.Superseded values are not recommended for survey control.
 AK7213
 AK7213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7213.See file dsdata.pdf to determine how the superseded data were derived.
 AK7213
 AK7213_MARKER: DD = SURVEY DISK
 AK7213_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AK7213_STAMPING: B M 39 ELEV 76.55
 AK7213_MARK LOGO: FLDT
 AK7213_PROJECTION: FLUSH
 AK7213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AK7213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK7213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7213+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2005
 AK7213
 AK7213  HISTORY     - Date     Condition        Report By
 AK7213  HISTORY     - UNK      MONUMENTED       FLDT
 AK7213  HISTORY     - 19900502 GOOD             FL-095
 AK7213  HISTORY     - 20050219 GOOD             FLDEP
 AK7213
 AK7213                          STATION DESCRIPTION
 AK7213
 AK7213'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7213'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISK ON
 AK7213'NORTH SIDE OF SR 50, ABOUT 65 FT (19.8 M) NORTH OF THE CENTER LINE OF
 AK7213'SR 50, ABOUT 50 FT (15.2 M) WEST OF THE CENTER LINE OF ANGELA DRIVE,
 AK7213'ABOUT 500 FT (152.4 M) EAST OF THE CENTER LINE OF CHICKASAW TRAIL,
 AK7213'ABOUT 0.10 MI (0.16 KM) WEST OF BM GIS 0163 AARON BELL.  T22S, R30E,
 AK7213'SECTION 13.  (DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING
 AK7213'DEPARTMENT.)
 AK7213
 AK7213                          STATION RECOVERY (2005)
 AK7213
 AK7213'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AK7213'THE MARK IS ABOUT 2.5 MI EAST OF ORLANDO, 0.8 MI WEST OF UNION PARK,
 AK7213'IN SECTION 13,  TOWNSHIP 22 SOUTH, RANGE 30 EAST.
 AK7213'
 AK7213'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 417 OVERPASS
 AK7213'(CENTRAL  FLORIDA GREENWAY, A TOLL ROAD, EXIT 34) AND STATE HIGHWAY 50
 AK7213'(EAST COLONIAL DRIVE) ON THE  WEST SIDE OF UNION PARK, GO WEST ON
 AK7213'STATE HIGHWAY 50 (EAST COLONIAL DRIVE) FOR 0.65 MI TO  THE JUNCTION OF
 AK7213'ANGELA DRIVE ON THE RIGHT AND THE MARK ON THE RIGHT, A 3-INCH BRASS
 AK7213'DISK  SET IN THE TOP OF A PREFABRICATED 4-INCH SQUARE CONCRETE POST
 AK7213'IMBEDDED IN THE GROUND.
 AK7213'
 AK7213'LOCATED ABOUT 500.0 FT EAST OF THE CENTERLINE OF CHICKASAW TRAIL, 65.0
 AK7213'FT NORTH OF THE  CENTERLINE OF STATE HIGHWAY 50 WESTBOUND LANES AND
 AK7213'50.0 FT WEST OF THE CENTERLINE OF  ANGELA DRIVE.
 AK7213'
 AK7213'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AK7213'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ8596 ***********************************************************************
 AJ8596  DESIGNATION -  39
 AJ8596  PID         -  AJ8596
 AJ8596  STATE/COUNTY-  FL/ST LUCIE
 AJ8596  COUNTRY     -  US
 AJ8596  USGS QUAD   -  NORTH OF BLUEFIELD (2018)
 AJ8596
 AJ8596                         *CURRENT SURVEY CONTROL
 AJ8596  ______________________________________________________________________
 AJ8596* NAD 83(1986) POSITION- 27 20 17.0    (N) 080 32 46.2    (W)   HD_HELD2
 AJ8596* NAVD 88 ORTHO HEIGHT -     8.858 (meters)       29.06  (feet) ADJUSTED
 AJ8596  ______________________________________________________________________
 AJ8596  GEOID HEIGHT    -        -27.129 (meters)                     GEOID18
 AJ8596  DYNAMIC HEIGHT  -          8.844 (meters)       29.02  (feet) COMP
 AJ8596  MODELED GRAVITY -    979,121.5   (mgal)                       NAVD 88
 AJ8596
 AJ8596  VERT ORDER      -  FIRST     CLASS II
 AJ8596
 AJ8596.The horizontal coordinates were established by autonomous hand held GPS
 AJ8596.observations and have an estimated accuracy of +/- 10 meters.
 AJ8596
 AJ8596.The orthometric height was determined by differential leveling and
 AJ8596.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8596.in May 2002.
 AJ8596
 AJ8596.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8596.GEOID18 height accuracy estimate available here.
 AJ8596
 AJ8596.Click photographs - Photos may exist for this station.
 AJ8596
 AJ8596.The dynamic height is computed by dividing the NAVD 88
 AJ8596.geopotential number by the normal gravity value computed on the
 AJ8596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8596.degrees latitude (g = 980.6199 gals.).
 AJ8596
 AJ8596.The modeled gravity was interpolated from observed gravity values.
 AJ8596
 AJ8596;                    North         East    Units  Estimated Accuracy
 AJ8596;SPC FL E     -   332,942.      244,907.      MT  (+/- 10 meters HH2 GPS)
 AJ8596
 AJ8596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4489223960(NAD 83)
 AJ8596
 AJ8596                          SUPERSEDED SURVEY CONTROL
 AJ8596
 AJ8596.No superseded survey control is available for this station.
 AJ8596
 AJ8596_MARKER: DD = SURVEY DISK
 AJ8596_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AJ8596_SP_SET: BRIDGE ABUTMENT
 AJ8596_STAMPING: FCD BM 39 LINE A
 AJ8596_MARK LOGO: FLSRD
 AJ8596_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ8596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ8596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8596+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2022
 AJ8596
 AJ8596  HISTORY     - Date     Condition        Report By
 AJ8596  HISTORY     - UNK      MONUMENTED       FLSRD
 AJ8596  HISTORY     - 20010922 GOOD             FOST
 AJ8596  HISTORY     - 20220413 GOOD             GEOCAC
 AJ8596
 AJ8596                          STATION DESCRIPTION
 AJ8596
 AJ8596'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ8596'THE MONUMENT IS LOCATED 18.1 MILES (29.10 KM) NORTHEAST OF OKEECHOBEE,
 AJ8596'FL. AND 15.9 MILES (25.53 KM) SOUTHWEST OF FT. PIERCE, FL., SECTION
 AJ8596'16, TOWNSHIP 36 SOUTH, RANGE 38 EAST.  OWNERSHIP IS ST. LUCIE COUNTY
 AJ8596'RIGHT OF WAY.
 AJ8596'
 AJ8596'TO REACH THE MONUMENT FROM THE INTERSECTION OF STATE ROAD 70 AND
 AJ8596'COUNTY ROAD 609A (SHINN ROAD)  10.5 MILES (16.96 KM) WEST OF THE
 AJ8596'JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD 70 IN FT. PIERCE FL., GO
 AJ8596'SOUTH ON COUNTY ROAD 609A FOR 0.4 MILES (0.64 KM) TO THE INTERSECTION
 AJ8596'OF SHINN ROAD AND COUNTY ROAD 712 (MIDWAY ROAD)  GO SOUTH (STRAIGHT)
 AJ8596'2.55 MILES (4.10 KM) ON SCHINN ROAD TO JUNCTION OF SCHINN ROAD AND
 AJ8596'C-24 CANAL ROAD, JUST SOUTH OF BRIDGE NO. 940018.  CONTINUE WEST ALONG
 AJ8596'C-24 CANAL ROAD ON THE SOUTH SIDE OF RIM DITCH 4.45 MILES (7.16 KM) TO
 AJ8596'THE INTERSECTION OF CARLTON ROAD AND C-24 CANAL ROAD. THE MONUMENT IS
 AJ8596'IN THE SOUTHEAST ABUTMENT OF THE BRIDGE (NO. 940019) CROSSING RIM
 AJ8596'DITCH. THE MONUMENT IS 2.05 MILES (3.30 KM) EAST OF THE POINT WHERE
 AJ8596'CANAL TURNS SOUTH. THE MONUMENT IS 5.0 MILES (8.05 KM) NORTH NORTHEAST
 AJ8596'OF THE WESTERLY END OF GERMAN CANAL ROAD.
 AJ8596'
 AJ8596'THE MONUMENT IS 14.9 FEET (4.54 M) EAST OF THE CENTERLINE OF CARLTON
 AJ8596'ROAD, 49.0 FEET (14.94 M) NORTH OF THE CENTER OF C-24 CANAL ROAD, 7.8
 AJ8596'FEET (2.38 M) NORTHWEST OF THE WEST POST OF A SIGN READING C-24 RIM
 AJ8596'DITCH SFLWMD PROTECTING OUR WATER RESOURCES, 5.3 FEET (1.62 M) NORTH
 AJ8596'OF STATION BOB 1993 AND 0.7 FEET (0.21 M) WEST OF METAL WITNESS POST.
 AJ8596
 AJ8596                          STATION RECOVERY (2022)
 AJ8596
 AJ8596'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AJ8596'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1616 ***********************************************************************
 AR1616  DESIGNATION -  39 1 ATA
 AR1616  PID         -  AR1616
 AR1616  STATE/COUNTY-  FL/DIXIE
 AR1616  COUNTRY     -  US
 AR1616  USGS QUAD   -  CROSS CITY SW (2018)
 AR1616
 AR1616                         *CURRENT SURVEY CONTROL
 AR1616  ______________________________________________________________________
 AR1616* NAD 83(1986) POSITION- 29 37 13.11   (N) 083 07 57.18   (W)   HD_HELD1
 AR1616* NAVD 88 ORTHO HEIGHT -    11.607 (meters)       38.08  (feet) ADJUSTED
 AR1616  ______________________________________________________________________
 AR1616  GEOID HEIGHT    -        -27.729 (meters)                     GEOID18
 AR1616  DYNAMIC HEIGHT  -         11.591 (meters)       38.03  (feet) COMP
 AR1616  MODELED GRAVITY -    979,282.9   (mgal)                       NAVD 88
 AR1616
 AR1616  VERT ORDER      -  FIRST     CLASS II
 AR1616
 AR1616.The horizontal coordinates were determined by differentially corrected
 AR1616.hand held GPS observations or other comparable positioning techniques
 AR1616.and have an estimated accuracy of +/- 3 meters.
 AR1616
 AR1616.The orthometric height was determined by differential leveling and
 AR1616.adjusted by the NATIONAL GEODETIC SURVEY
 AR1616.in June 1991.
 AR1616
 AR1616.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1616.GEOID18 height accuracy estimate available here.
 AR1616
 AR1616.Click photographs - Photos may exist for this station.
 AR1616
 AR1616.The dynamic height is computed by dividing the NAVD 88
 AR1616.geopotential number by the normal gravity value computed on the
 AR1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1616.degrees latitude (g = 980.6199 gals.).
 AR1616
 AR1616.The modeled gravity was interpolated from observed gravity values.
 AR1616
 AR1616;                    North         East    Units  Estimated Accuracy
 AR1616;SPC FL N     -    69,554.1     732,435.5     MT  (+/- 3 meters HH1 GPS) 
 AR1616
 AR1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN9351778613(NAD 83)
 AR1616
 AR1616                          SUPERSEDED SURVEY CONTROL
 AR1616
 AR1616.No superseded survey control is available for this station.
 AR1616
 AR1616_MARKER: DB = BENCH MARK DISK
 AR1616_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AR1616_STAMPING: 39 1 ATA 1951 TT
 AR1616_MARK LOGO: USGS
 AR1616_PROJECTION: PROJECTING 10 CENTIMETERS
 AR1616_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AR1616
 AR1616  HISTORY     - Date     Condition        Report By
 AR1616  HISTORY     - 1951     MONUMENTED       USGS
 AR1616  HISTORY     - 1985     GOOD             FLDNR
 AR1616  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AR1616  HISTORY     - 19981112 GOOD             USPSQD
 AR1616  HISTORY     - 20090513 GOOD             FLDEP
 AR1616
 AR1616                          STATION DESCRIPTION
 AR1616
 AR1616'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1616'1.2 MI SW FROM CROSS CITY.
 AR1616'BEGIN AT THE JUNCTION OF COUNTY ROAD C-351 WITH U.S. HIGHWAY 19, GO
 AR1616'1.2 MILES SOUTHWEST ON C-351 TO THE MARK.  THE MARK BEARS 54 FEET
 AR1616'SOUTHEAST OF THE CENTERLINE OF C-351, 77 FEET SOUTH-SOUTHWEST OF THE
 AR1616'CENTERLINE OF A PAVED ROAD, 9.7 FEET EAST OF A UTILITY POLE, AND 48.3
 AR1616'FEET NORTHWEST OF THE NORTH CORNER OF A WOOD FRAMED HOUSE.
 AR1616'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AR1616
 AR1616                          STATION RECOVERY (1994)
 AR1616
 AR1616'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1616'MARK NOT FOUND.
 AR1616
 AR1616                          STATION RECOVERY (1998)
 AR1616
 AR1616'RECOVERY NOTE BY US POWER SQUADRON 1998
 AR1616'RECOVERED IN GOOD CONDITION.
 AR1616
 AR1616                          STATION RECOVERY (2009)
 AR1616
 AR1616'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (PBM)
 AR1616'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6739 ***********************************************************************
 DE6739  DESIGNATION -  39 A
 DE6739  PID         -  DE6739
 DE6739  STATE/COUNTY-  FL/VOLUSIA
 DE6739  COUNTRY     -  US
 DE6739  USGS QUAD   -  LAKE DIAS (2018)
 DE6739
 DE6739                         *CURRENT SURVEY CONTROL
 DE6739  ______________________________________________________________________
 DE6739* NAD 83(1986) POSITION- 29 13 36.     (N) 081 18 39.     (W)   SCALED
 DE6739* NAVD 88 ORTHO HEIGHT -    11.696 (meters)       38.37  (feet) ADJUSTED
 DE6739  ______________________________________________________________________
 DE6739  GEOID HEIGHT    -        -28.394 (meters)                     GEOID18
 DE6739  DYNAMIC HEIGHT  -         11.680 (meters)       38.32  (feet) COMP
 DE6739  MODELED GRAVITY -    979,256.9   (mgal)                       NAVD 88
 DE6739
 DE6739  VERT ORDER      -  FIRST     CLASS II
 DE6739
 DE6739.The horizontal coordinates were scaled from a map and have
 DE6739.an estimated accuracy of +/- 6 seconds.
 DE6739
 DE6739.The orthometric height was determined by differential leveling and
 DE6739.adjusted by the NATIONAL GEODETIC SURVEY
 DE6739.in May 2004.
 DE6739
 DE6739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6739.GEOID18 height accuracy estimate available here.
 DE6739
 DE6739.Click photographs - Photos may exist for this station.
 DE6739
 DE6739.The dynamic height is computed by dividing the NAVD 88
 DE6739.geopotential number by the normal gravity value computed on the
 DE6739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6739.degrees latitude (g = 980.6199 gals.).
 DE6739
 DE6739.The modeled gravity was interpolated from observed gravity values.
 DE6739
 DE6739;                    North         East    Units  Estimated Accuracy
 DE6739;SPC FL E     -   542,190.      169,780.      MT  (+/- 180 meters Scaled)
 DE6739
 DE6739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN697331(NAD 83)
 DE6739
 DE6739                          SUPERSEDED SURVEY CONTROL
 DE6739
 DE6739.No superseded survey control is available for this station.
 DE6739
 DE6739_MARKER: DD = SURVEY DISK
 DE6739_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6739_SP_SET: BRIDGE GUARDRAIL
 DE6739_STAMPING: 39-A 39.91
 DE6739_MARK LOGO: FLSRD
 DE6739_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6739+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 DE6739
 DE6739  HISTORY     - Date     Condition        Report By
 DE6739  HISTORY     - UNK      MONUMENTED       FLSRD
 DE6739  HISTORY     - 19990128 GOOD             FLDEP
 DE6739  HISTORY     - 20050503 GOOD             FLDEP
 DE6739  HISTORY     - 20060110 GOOD             USPSQD
 DE6739
 DE6739                          STATION DESCRIPTION
 DE6739
 DE6739'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6739'THE MARK IS ABOUT 15.4 MI (24.8 KM) SOUTHWEST OF ORMOND BEACH, 7.5 MI
 DE6739'(12.1 KM) NORTHEAST OF BARBERVILLE ON STATE ROAD 40 IN SECTION 4,
 DE6739'TOWNSHIP 15 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE
 DE6739'INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 40 IN BARBERVILLE, GO
 DE6739'EASTERLY ON STATE ROAD 40 FOR 6.75 MI (10.86 KM) TO THE INTERSECTION
 DE6739'OF STATE ROAD 11, CONTINUE EAST ON STATE ROAD 40 FOR 0.65 MI (1.05 KM)
 DE6739'TO THE WEST END OF THE HAW CREEK BRIDGE AND THE MARK ON THE RIGHT, SET
 DE6739'IN THE TOP OF THE SOUTHWEST BRIDGE GUARDRAIL 3.8 FT (1.2 M) ABOVE THE
 DE6739'LEVEL OF THE GROUND AND 3.0 FT (0.9 M) ABOVE THE LEVEL OF STATE ROAD
 DE6739'40. LOCATED 23.2 FT (7.1 M) SOUTH OF THE CENTERLINE OF STATE ROAD 40,
 DE6739'2.0 FT (0.6 M) SOUTH OF THE METAL GUARDRAIL AND 0.6 FT (18.3 CM) EAST
 DE6739'OF THE WEST END OF THE CONCRETE BRIDGE GUARDRAIL.
 DE6739
 DE6739                          STATION RECOVERY (2005)
 DE6739
 DE6739'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 DE6739'RECOVERED AS DESCRIBED.
 DE6739
 DE6739                          STATION RECOVERY (2006)
 DE6739
 DE6739'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE6739'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4214 ***********************************************************************
 DP4214  DESIGNATION -  39 A
 DP4214  PID         -  DP4214
 DP4214  STATE/COUNTY-  FL/HARDEE
 DP4214  COUNTRY     -  US
 DP4214  USGS QUAD   -  SWEETWATER (2018)
 DP4214
 DP4214                         *CURRENT SURVEY CONTROL
 DP4214  ______________________________________________________________________
 DP4214* NAD 83(1986) POSITION- 27 27 30.2    (N) 081 40 44.1    (W)   HD_HELD2
 DP4214* NAVD 88 ORTHO HEIGHT -    20.001 (meters)       65.62  (feet) ADJUSTED
 DP4214  ______________________________________________________________________
 DP4214  GEOID HEIGHT    -        -25.263 (meters)                     GEOID18
 DP4214  DYNAMIC HEIGHT  -         19.971 (meters)       65.52  (feet) COMP
 DP4214  MODELED GRAVITY -    979,135.8   (mgal)                       NAVD 88
 DP4214
 DP4214  VERT ORDER      -  SECOND    CLASS I
 DP4214
 DP4214.The horizontal coordinates were established by autonomous hand held GPS
 DP4214.observations and have an estimated accuracy of +/- 10 meters.
 DP4214
 DP4214.The orthometric height was determined by differential leveling and
 DP4214.adjusted by the NATIONAL GEODETIC SURVEY
 DP4214.in August 2014.
 DP4214
 DP4214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4214.GEOID18 height accuracy estimate available here.
 DP4214
 DP4214.Click photographs - Photos may exist for this station.
 DP4214
 DP4214.The dynamic height is computed by dividing the NAVD 88
 DP4214.geopotential number by the normal gravity value computed on the
 DP4214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4214.degrees latitude (g = 980.6199 gals.).
 DP4214
 DP4214.The modeled gravity was interpolated from observed gravity values.
 DP4214
 DP4214;                    North         East    Units  Estimated Accuracy
 DP4214;SPC FL W     -   346,235.      231,737.      MT  (+/- 10 meters HH2 GPS)
 DP4214
 DP4214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3291537390(NAD 83)
 DP4214
 DP4214                          SUPERSEDED SURVEY CONTROL
 DP4214
 DP4214.No superseded survey control is available for this station.
 DP4214
 DP4214_MARKER: DD = SURVEY DISK
 DP4214_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP4214_SP_SET: GUARD RAIL
 DP4214_STAMPING: BM 39 A
 DP4214_MARK LOGO: FLDT
 DP4214_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4214+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2013
 DP4214
 DP4214  HISTORY     - Date     Condition        Report By
 DP4214  HISTORY     - UNK      MONUMENTED       FLDT
 DP4214  HISTORY     - 20130722 GOOD             FLDEP
 DP4214
 DP4214                          STATION DESCRIPTION
 DP4214
 DP4214'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4214'THE MARK IS ABOUT 6.5 MI (10.5 KM) WEST-NORTHWEST OF CREWSVILLE, 6.4
 DP4214'MI (10.4 KM) SOUTH-SOUTHEAST OF GRIFFINS CORNER, 3.7 MI (5.9 KM)
 DP4214'NORTH-NORTHEAST OF SWEETWATER, IN SECTION 2, TOWNSHIP 35 SOUTH, RANGE
 DP4214'26 EAST.
 DP4214'
 DP4214'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP4214'HIGHWAY 17 IN ZOLFO SPRINGS, GO EAST AND SOUTHEAST ON STATE ROAD 66
 DP4214'FOR 5.6 MI (9.0 KM) TO THE JUNCTION OF NURSERY ROAD ON THE LEFT,
 DP4214'CONTINUE SOUTHEAST ON STATE ROAD 66 FOR 1.35 MI (2.2 KM) TO THE
 DP4214'JUNCTION OF A GATED RANCH ROAD (OAK THICKET LANE) ON THE LEFT,
 DP4214'CONTINUE EAST ON STATE ROAD 66 FOR 0.85 MI (1.4 KM) TO THE MARK ON THE
 DP4214'LEFT, SET FLUSH IN THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE
 DP4214'GUARD RAIL FOR CHARLIE CREEK BRIDGE AND 3.0 FT (0.9 M) ABOVE THE LEVEL
 DP4214'OF STATE ROAD 66.
 DP4214'
 DP4214'LOCATED 140.2 FT (42.7 M) WEST-SOUTHWEST OF THE WATER GAGE, 22.9 FT
 DP4214'(7.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 66, 3.6 FT
 DP4214'(1.1 M) EAST OF THE EAST END OF THE METAL GUARD RAIL AND 1.0 FT (0.3
 DP4214'M) WEST OF A CONCRETE EXPANSION JOINT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1141 ***********************************************************************
 AK1141  DESIGNATION -  39 A 1
 AK1141  PID         -  AK1141
 AK1141  STATE/COUNTY-  FL/BREVARD
 AK1141  COUNTRY     -  US
 AK1141  USGS QUAD   -  FALSE CAPE (2018)
 AK1141
 AK1141                         *CURRENT SURVEY CONTROL
 AK1141  ______________________________________________________________________
 AK1141* NAD 83(1990) POSITION- 28 36 38.06022(N) 080 36 03.98792(W)   ADJUSTED
 AK1141* NAVD 88 ORTHO HEIGHT -     4.911 (meters)       16.11  (feet) ADJUSTED
 AK1141  ______________________________________________________________________
 AK1141  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 AK1141  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 AK1141  DYNAMIC HEIGHT  -          4.904 (meters)       16.09  (feet) COMP
 AK1141  MODELED GRAVITY -    979,240.3   (mgal)                       NAVD 88
 AK1141
 AK1141  HORZ ORDER      -  SECOND
 AK1141  VERT ORDER      -  FIRST     CLASS II
 AK1141
 AK1141.The horizontal coordinates were established by classical geodetic methods
 AK1141.and adjusted by the National Geodetic Survey in May 1991.
 AK1141
 AK1141.The orthometric height was determined by differential leveling and
 AK1141.adjusted by the NATIONAL GEODETIC SURVEY
 AK1141.in June 1991.
 AK1141
 AK1141.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1141.GEOID18 height accuracy estimate available here.
 AK1141
 AK1141.Click photographs - Photos may exist for this station.
 AK1141
 AK1141.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK1141
 AK1141.The dynamic height is computed by dividing the NAVD 88
 AK1141.geopotential number by the normal gravity value computed on the
 AK1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1141.degrees latitude (g = 980.6199 gals.).
 AK1141
 AK1141.The modeled gravity was interpolated from observed gravity values.
 AK1141
 AK1141. The following values were computed from the NAD 83(1990) position.
 AK1141
 AK1141;                    North         East     Units Scale Factor Converg.
 AK1141;SPC FL E     -   473,936.337   239,010.287   MT  0.99995995   +0 11 27.6
 AK1141;SPC FL E     - 1,554,906.13    784,152.92   sFT  0.99995995   +0 11 27.6
 AK1141;UTM  17      - 3,164,906.614   538,996.977   MT  0.99961877   +0 11 27.6
 AK1141
 AK1141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK1141!SPC FL E     -   1.00000367  x   0.99995995  =   0.99996362
 AK1141!UTM  17      -   1.00000367  x   0.99961877  =   0.99962244
 AK1141
 AK1141:                Primary Azimuth Mark                     Grid Az
 AK1141:SPC FL E     -  39 A 3                                   189 39 38.4
 AK1141:UTM  17      -  39 A 3                                   189 39 38.4
 AK1141
 AK1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3899664906(NAD 83)
 AK1141
 AK1141|---------------------------------------------------------------------|
 AK1141| PID    Reference Object                     Distance      Geod. Az  |
 AK1141|                                                           dddmmss.s |
 AK1141| AK5284 39 A 1 SWAY CAMERA                    5.318 METERS 08752     |
 AK1141| AK1142 CZR 39 A 1                           13.530 METERS 10804     |
 AK1141| AK6205 39A 1 REF 4                          29.978 METERS 12604     |
 AK1141| AK6241 SWAY CAMERA 39 A2                   261.017 METERS 15721     |
 AK1141| AK1152 39 A 3                              APPROX. 0.6 KM 1895106.0 |
 AK1141| AK1155 THIRTY NINE A                       444.883 METERS 2202611.4 |
 AK1141| AK6235 ODOP 1.39.1 1967                    378.409 METERS 22540     |
 AK1141| AK6240 39A NE TARGET                       387.898 METERS 22903     |
 AK1141| AK6207 39A 1 REF 3                          30.010 METERS 33705     |
 AK1141|---------------------------------------------------------------------|
 AK1141
 AK1141                          SUPERSEDED SURVEY CONTROL
 AK1141
 AK1141  NAD 83(1986)-  28 36 38.06625(N)    080 36 04.00085(W) AD(       ) 2
 AK1141  NAD 27      -  28 36 37.08636(N)    080 36 04.82636(W) AD(       ) 2
 AK1141  NGVD 29 (??/??/92)    5.29   (m)           17.4    (f) COMPUTED    1 2
 AK1141  NGVD 29               5.29   (m)           17.4    (f) LEVELING    3  
 AK1141
 AK1141.Superseded values are not recommended for survey control.
 AK1141
 AK1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1141.See file dsdata.pdf to determine how the superseded data were derived.
 AK1141
 AK1141_MARKER: DS = TRIANGULATION STATION DISK
 AK1141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1141_STAMPING: 39 A-1 1966
 AK1141_MARK LOGO: CGS
 AK1141_PROJECTION: FLUSH
 AK1141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1141+STABILITY: SURFACE MOTION
 AK1141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK1141+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2005
 AK1141
 AK1141  HISTORY     - Date     Condition        Report By
 AK1141  HISTORY     - 1966     MONUMENTED       CGS
 AK1141  HISTORY     - 1967     GOOD             CGS
 AK1141  HISTORY     - 19980410 MARK NOT FOUND   USPSQD
 AK1141  HISTORY     - 20050208 GOOD             NASA
 AK1141
 AK1141                          STATION DESCRIPTION
 AK1141
 AK1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK1141'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, FOLLOW PERIMETER
 AK1141'ROAD WESTERLY AROUND COMPLEX FOR 1.05 MILES TO ROAD LEADING TO
 AK1141'TOP OF CAMERA PAD, FOLLOW ROAD FOR 0.05 MILE TO TOP OF CAMERA PAD
 AK1141'AND MARK AS DESCRIBED.  STAMPED 39 A-1 1966.
 AK1141'
 AK1141'SET IN 10X10 INCH CONCRETE POST, PROJECTING 3 INCHES AND IS 10
 AK1141'FEET SOUTHWEST OF A CONCRETE POST AND 9 FEET WEST OF THE
 AK1141'WEST EDGE OF THE DRIVE.
 AK1141'
 AK1141'TRAVERSE CONNECTIONS WERE MADE TO CZR 39 A-1 AND SWAY CAMERA
 AK1141'39 A-1 DISTANCE AND DIRECTION SHOWN ABOVE.
 AK1141'
 AK1141'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK1141
 AK1141                          STATION RECOVERY (1967)
 AK1141
 AK1141'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 AK1141'AT KENNEDY SPACE CENTER.
 AK1141'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, FOLLOW PERIMETER
 AK1141'ROAD WESTERLY AROUND COMPLEX FOR 1.05 MILES TO ROAD LEADING TO
 AK1141'TOP OF CAMERA PAD, FOLLOW ROAD FOR 0.05 MILE TO TOP OF CAMERA PAD
 AK1141'AND MARK AS DESCRIBED.  SET IN 10 X 10 INCH CONCRETE POST,
 AK1141'PROJECTING 3 INCHES AND IS 10 FEET SOUTHWEST OF A CONCRETE POST
 AK1141'AND 9 FEET WEST OF THE WEST EDGE OF THE DRIVE.
 AK1141
 AK1141                          STATION RECOVERY (1998)
 AK1141
 AK1141'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK1141'MARK NOT FOUND.
 AK1141
 AK1141                          STATION RECOVERY (2005)
 AK1141
 AK1141'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2005
 AK1141'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5284 ***********************************************************************
 AK5284  DESIGNATION -  39 A 1 SWAY CAMERA
 AK5284  PID         -  AK5284
 AK5284  STATE/COUNTY-  FL/BREVARD
 AK5284  COUNTRY     -  US
 AK5284  USGS QUAD   -  FALSE CAPE (2018)
 AK5284
 AK5284                         *CURRENT SURVEY CONTROL
 AK5284  ______________________________________________________________________
 AK5284* NAD 83(1990) POSITION- 28 36 38.06665(N) 080 36 03.79231(W)   ADJUSTED
 AK5284* NAVD 88 ORTHO HEIGHT -     6.049 (meters)       19.85  (feet) ADJUSTED
 AK5284  ______________________________________________________________________
 AK5284  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 AK5284  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 AK5284  DYNAMIC HEIGHT  -          6.040 (meters)       19.82  (feet) COMP
 AK5284  MODELED GRAVITY -    979,240.3   (mgal)                       NAVD 88
 AK5284
 AK5284  HORZ ORDER      -  SECOND
 AK5284  VERT ORDER      -  FIRST     CLASS II
 AK5284
 AK5284.The horizontal coordinates were established by classical geodetic methods
 AK5284.and adjusted by the National Geodetic Survey in May 1991.
 AK5284
 AK5284.The orthometric height was determined by differential leveling and
 AK5284.adjusted by the NATIONAL GEODETIC SURVEY
 AK5284.in June 1991.
 AK5284
 AK5284.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5284.GEOID18 height accuracy estimate available here.
 AK5284
 AK5284.Click photographs - Photos may exist for this station.
 AK5284
 AK5284.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK5284
 AK5284.The dynamic height is computed by dividing the NAVD 88
 AK5284.geopotential number by the normal gravity value computed on the
 AK5284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5284.degrees latitude (g = 980.6199 gals.).
 AK5284
 AK5284.The modeled gravity was interpolated from observed gravity values.
 AK5284
 AK5284. The following values were computed from the NAD 83(1990) position.
 AK5284
 AK5284;                    North         East     Units Scale Factor Converg.
 AK5284;SPC FL E     -   473,936.553   239,015.600   MT  0.99995996   +0 11 27.7
 AK5284;SPC FL E     - 1,554,906.84    784,170.35   sFT  0.99995996   +0 11 27.7
 AK5284;UTM  17      - 3,164,906.829   539,002.288   MT  0.99961877   +0 11 27.7
 AK5284
 AK5284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5284!SPC FL E     -   1.00000349  x   0.99995996  =   0.99996345
 AK5284!UTM  17      -   1.00000349  x   0.99961877  =   0.99962226
 AK5284
 AK5284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3900264906(NAD 83)
 AK5284
 AK5284                          SUPERSEDED SURVEY CONTROL
 AK5284
 AK5284  NAD 83(1986)-  28 36 38.07269(N)    080 36 03.80524(W) AD(       ) 2
 AK5284  NAD 27      -  28 36 37.09279(N)    080 36 04.63075(W) AD(       ) 2
 AK5284  NGVD 29 (??/??/92)    6.43   (m)           21.1    (f) COMPUTED    1 2
 AK5284  NGVD 29 (??/??/92)    6.443  (m)           21.14   (f) ADJ UNCH    1 2
 AK5284  NGVD 29               6.43   (m)           21.1    (f) LEVELING    3  
 AK5284
 AK5284.Superseded values are not recommended for survey control.
 AK5284
 AK5284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5284.See file dsdata.pdf to determine how the superseded data were derived.
 AK5284
 AK5284_MARKER: Z = SEE DESCRIPTION
 AK5284_SETTING: 0 = UNSPECIFIED SETTING
 AK5284_SP_SET: CAMERA PAD
 AK5284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5284
 AK5284  HISTORY     - Date     Condition        Report By
 AK5284  HISTORY     - 1966     MONUMENTED       CGS
 AK5284  HISTORY     - 1967     GOOD             CGS
 AK5284  HISTORY     - 19980410 MARK NOT FOUND   USPSQD
 AK5284
 AK5284                          STATION DESCRIPTION
 AK5284
 AK5284'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK5284'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, FOLLOW PERIMETER
 AK5284'ROAD WESTERLY AROUND COMPLEX FOR 1.05 MILES TO ROAD LEADING
 AK5284'TO TOP OF CAMERA PAD, FOLLOW ROAD FOR 0.05 MILE TO TOP OF
 AK5284'CAMERA PAD AND MARK AS DESCRIBED.
 AK5284'
 AK5284'POINT TRAVERSED TO WAS TO THE CENTER OF THE FILM PLANE OF THE
 AK5284'SWAY CAMERA.  IT IS SET ON A CAMERA PEDESTAL ON THE EAST SIDE
 AK5284'OF THE CAMERA PAD DRIVE.
 AK5284'
 AK5284'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION 39 A-1
 AK5284'DISTANCE BEING 17.45 FEET OR 5.3177 METERS.
 AK5284
 AK5284                          STATION RECOVERY (1967)
 AK5284
 AK5284'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 AK5284'AT CAPE KENNEDY.
 AK5284'FROM THE ENTRANCE AND GUARD GATE AT COMPLEX 39 A, FOLLOW PERIMETER
 AK5284'ROAD WESTERLY AROUND THE COMPLEX FOR 1.05 MILES TO A ROAD LEADING
 AK5284'TO THE TOP OF THE CAMERA PAD, FOLLOW ROAD FOR 0.05 MILE TO THE
 AK5284'TOP OF THE CAMERA PAD AND CAMERA.  POINT LEVELED TO WAS THE CENTER
 AK5284'OF THE FILM PLANE OF THE AWAY CAMERA.  IT IS SET ON A CAMERA
 AK5284'PEDESTAL ON THE EAST SIDE OF THE CAMERA PAD DRIVE.
 AK5284
 AK5284                          STATION RECOVERY (1998)
 AK5284
 AK5284'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK5284'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1152 ***********************************************************************
 AK1152  DESIGNATION -  39 A 3
 AK1152  PID         -  AK1152
 AK1152  STATE/COUNTY-  FL/BREVARD
 AK1152  COUNTRY     -  US
 AK1152  USGS QUAD   -  FALSE CAPE (2018)
 AK1152
 AK1152                         *CURRENT SURVEY CONTROL
 AK1152  ______________________________________________________________________
 AK1152* NAD 83(1990) POSITION- 28 36 18.42722(N) 080 36 07.85131(W)   ADJUSTED
 AK1152* NAVD 88 ORTHO HEIGHT -     5.134 (meters)       16.84  (feet) ADJUSTED
 AK1152  ______________________________________________________________________
 AK1152  GEOID HEIGHT    -        -28.253 (meters)                     GEOID18
 AK1152  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 AK1152  DYNAMIC HEIGHT  -          5.127 (meters)       16.82  (feet) COMP
 AK1152  MODELED GRAVITY -    979,239.9   (mgal)                       NAVD 88
 AK1152
 AK1152  HORZ ORDER      -  SECOND
 AK1152  VERT ORDER      -  FIRST     CLASS II
 AK1152
 AK1152.The horizontal coordinates were established by classical geodetic methods
 AK1152.and adjusted by the National Geodetic Survey in May 1991.
 AK1152
 AK1152.The orthometric height was determined by differential leveling and
 AK1152.adjusted by the NATIONAL GEODETIC SURVEY
 AK1152.in June 1991.
 AK1152
 AK1152.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1152.GEOID18 height accuracy estimate available here.
 AK1152
 AK1152.Click photographs - Photos may exist for this station.
 AK1152
 AK1152.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK1152
 AK1152.The dynamic height is computed by dividing the NAVD 88
 AK1152.geopotential number by the normal gravity value computed on the
 AK1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1152.degrees latitude (g = 980.6199 gals.).
 AK1152
 AK1152.The modeled gravity was interpolated from observed gravity values.
 AK1152
 AK1152. The following values were computed from the NAD 83(1990) position.
 AK1152
 AK1152;                    North         East     Units Scale Factor Converg.
 AK1152;SPC FL E     -   473,331.595   238,907.344   MT  0.99995985   +0 11 25.7
 AK1152;SPC FL E     - 1,552,922.07    783,815.18   sFT  0.99995985   +0 11 25.7
 AK1152;UTM  17      - 3,164,302.078   538,894.069   MT  0.99961867   +0 11 25.7
 AK1152
 AK1152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK1152!SPC FL E     -   1.00000363  x   0.99995985  =   0.99996348
 AK1152!UTM  17      -   1.00000363  x   0.99961867  =   0.99962230
 AK1152
 AK1152:                Primary Azimuth Mark                     Grid Az
 AK1152:SPC FL E     -  SWAY CAMERA 39 A2                        029 17 11.6
 AK1152:UTM  17      -  SWAY CAMERA 39 A2                        029 17 11.6
 AK1152
 AK1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3889464302(NAD 83)
 AK1152
 AK1152|---------------------------------------------------------------------|
 AK1152| PID    Reference Object                     Distance      Geod. Az  |
 AK1152|                                                           dddmmss.s |
 AK1152| AK1151 ODOP 1.39.5 A                       133.661 METERS 01013     |
 AK1152| AK6241 SWAY CAMERA 39 A2                   417.597 METERS 0292837.3 |
 AK1152| AK1171 MURPHY AZ                           434.866 METERS 2154518.5 |
 AK1152| AK1153 CZR 39 A 3                           16.199 METERS 22525     |
 AK1152| AK5285 39 A 3 SWAY CAMERA                    7.654 METERS 22820     |
 AK1152| AK1166 RAMP A                              186.099 METERS 26542     |
 AK1152| AK1165 39 A 4                              369.932 METERS 26908     |
 AK1152| AK1168 MURPHY RM 1                         208.998 METERS 29004     |
 AK1152| AK1155 THIRTY NINE A                       323.047 METERS 32522     |
 AK1152| AK6238 39A SW TARGET                       396.001 METERS 33112     |
 AK1152| AK6237 39A SE TARGET                       395.060 METERS 33127     |
 AK1152| AK6235 ODOP 1.39.1 1967                    378.173 METERS 33401     |
 AK1152| AK1150 ODOP 1.39.3 A                       253.791 METERS 34053     |
 AK1152|---------------------------------------------------------------------|
 AK1152
 AK1152                          SUPERSEDED SURVEY CONTROL
 AK1152
 AK1152  NAD 83(1986)-  28 36 18.43351(N)    080 36 07.86420(W) AD(       ) 2
 AK1152  NAD 27      -  28 36 17.45267(N)    080 36 08.68945(W) AD(       ) 2
 AK1152  NGVD 29 (??/??/92)    5.52   (m)           18.1    (f) COMPUTED    1 2
 AK1152  NGVD 29               5.52   (m)           18.1    (f) LEVELING    3  
 AK1152
 AK1152.Superseded values are not recommended for survey control.
 AK1152
 AK1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1152.See file dsdata.pdf to determine how the superseded data were derived.
 AK1152
 AK1152_MARKER: DS = TRIANGULATION STATION DISK
 AK1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1152_STAMPING: 39 A-3 1966
 AK1152_MARK LOGO: CGS
 AK1152_PROJECTION: FLUSH
 AK1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1152+STABILITY: SURFACE MOTION
 AK1152
 AK1152  HISTORY     - Date     Condition        Report By
 AK1152  HISTORY     - 1966     MONUMENTED       CGS
 AK1152  HISTORY     - 1967     GOOD             CGS
 AK1152  HISTORY     - 19980413 GOOD             USPSQD
 AK1152
 AK1152                          STATION DESCRIPTION
 AK1152
 AK1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK1152'AT KENNEDY SPACE CENTER, SET IN THE CENTER OF A 10X10 INCH
 AK1152'CONCRETE POST.  IT IS 2 FEET SOUTHEAST OF THE NORTHWEST EDGE OF
 AK1152'THE BLACKTOPPED DRIVE AND 4 FEET EAST OF A 6 INCH CONCRETE
 AK1152'POST.  THE MARK IS FLUSH AND STAMPED 39 A-3.
 AK1152'
 AK1152'TO REACH FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, FOLLOW
 AK1152'PERIMETER ROAD WESTERLY AROUND COMPLEX FOR 1.45 MILES TO ROAD
 AK1152'LEADING TO THE TOP OF THE CAMERA PAD, FOLLOW ROAD FOR 0.05 MILE TO
 AK1152'TOP OF CAMERA PAD AND MARK AS DESCRIBED.
 AK1152'
 AK1152'TRAVERSE CONNECTIONS WERE MADE TO, RAMP, ODOP 1.39.3 A, ODOP
 AK1152'1.39.5 A, CZR 39 A-3 AND SWAY CAMERA 39 A-3 DISTANCE AND DIRECTION
 AK1152'SHOWN ABOVE.
 AK1152'
 AK1152'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK1152
 AK1152                          STATION RECOVERY (1967)
 AK1152
 AK1152'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 AK1152'AT KENNEDY SPACE CENTER.
 AK1152'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, FOLLOW PERIMETER
 AK1152'ROAD WESTERLY AROUND COMPLEX FOR 1.45 MILES TO ROAD LEADING TO TOP
 AK1152'OF A CAMERA PAD, FOLLOW ROAD FOR 0.05 MILES TO TOP OF CAMERA
 AK1152'PAD AND MARK AS DESCRIBED.  DISK SET IN THE CENTER OF A 10 X 10
 AK1152'INCH CONCRETE POST SETTING FLUSH.  IT IS 2 FEET SOUTHEAST OF THE
 AK1152'NORTHWEST EDGE OF THE BLACKTOPPED DRIVE AND 4 FEET EAST OF A 6
 AK1152'INCH CONCRETE POST.
 AK1152
 AK1152                          STATION RECOVERY (1998)
 AK1152
 AK1152'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK1152'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5285 ***********************************************************************
 AK5285  DESIGNATION -  39 A 3 SWAY CAMERA
 AK5285  PID         -  AK5285
 AK5285  STATE/COUNTY-  FL/BREVARD
 AK5285  COUNTRY     -  US
 AK5285  USGS QUAD   -  FALSE CAPE (2018)
 AK5285
 AK5285                         *CURRENT SURVEY CONTROL
 AK5285  ______________________________________________________________________
 AK5285* NAD 83(1990) POSITION- 28 36 18.26195(N) 080 36 08.06178(W)   ADJUSTED
 AK5285* NAVD 88 ORTHO HEIGHT -     6.136 (meters)       20.13  (feet) ADJUSTED
 AK5285  ______________________________________________________________________
 AK5285  GEOID HEIGHT    -        -28.253 (meters)                     GEOID18
 AK5285  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 AK5285  DYNAMIC HEIGHT  -          6.128 (meters)       20.10  (feet) COMP
 AK5285  MODELED GRAVITY -    979,239.9   (mgal)                       NAVD 88
 AK5285
 AK5285  HORZ ORDER      -  SECOND
 AK5285  VERT ORDER      -  FIRST     CLASS II
 AK5285
 AK5285.The horizontal coordinates were established by classical geodetic methods
 AK5285.and adjusted by the National Geodetic Survey in May 1991.
 AK5285
 AK5285.The orthometric height was determined by differential leveling and
 AK5285.adjusted by the NATIONAL GEODETIC SURVEY
 AK5285.in June 1991.
 AK5285
 AK5285.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5285.GEOID18 height accuracy estimate available here.
 AK5285
 AK5285.Click photographs - Photos may exist for this station.
 AK5285
 AK5285.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK5285
 AK5285.The dynamic height is computed by dividing the NAVD 88
 AK5285.geopotential number by the normal gravity value computed on the
 AK5285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5285.degrees latitude (g = 980.6199 gals.).
 AK5285
 AK5285.The modeled gravity was interpolated from observed gravity values.
 AK5285
 AK5285. The following values were computed from the NAD 83(1990) position.
 AK5285
 AK5285;                    North         East     Units Scale Factor Converg.
 AK5285;SPC FL E     -   473,326.489   238,901.643   MT  0.99995985   +0 11 25.6
 AK5285;SPC FL E     - 1,552,905.32    783,796.47   sFT  0.99995985   +0 11 25.6
 AK5285;UTM  17      - 3,164,296.973   538,888.370   MT  0.99961866   +0 11 25.6
 AK5285
 AK5285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5285!SPC FL E     -   1.00000347  x   0.99995985  =   0.99996332
 AK5285!UTM  17      -   1.00000347  x   0.99961866  =   0.99962213
 AK5285
 AK5285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3888864296(NAD 83)
 AK5285
 AK5285                          SUPERSEDED SURVEY CONTROL
 AK5285
 AK5285  NAD 83(1986)-  28 36 18.26825(N)    080 36 08.07467(W) AD(       ) 2
 AK5285  NAD 27      -  28 36 17.28740(N)    080 36 08.89991(W) AD(       ) 2
 AK5285  NGVD 29 (??/??/92)    6.52   (m)           21.4    (f) COMPUTED    1 2
 AK5285  NGVD 29 (??/??/92)    6.522  (m)           21.40   (f) ADJ UNCH    1 2
 AK5285  NGVD 29               6.52   (m)           21.4    (f) LEVELING    3  
 AK5285
 AK5285.Superseded values are not recommended for survey control.
 AK5285
 AK5285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5285.See file dsdata.pdf to determine how the superseded data were derived.
 AK5285
 AK5285_MARKER: Z = SEE DESCRIPTION
 AK5285_SETTING: 0 = UNSPECIFIED SETTING
 AK5285_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5285
 AK5285  HISTORY     - Date     Condition        Report By
 AK5285  HISTORY     - 1967     MONUMENTED       CGS
 AK5285  HISTORY     - 19980413 MARK NOT FOUND   USPSQD
 AK5285
 AK5285                          STATION DESCRIPTION
 AK5285
 AK5285'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DWC)
 AK5285'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, FOLLOW PERIMETER
 AK5285'ROAD WESTERLY AROUND COMPLEX FOR 1.45 MILE TO ROAD LEADING TO
 AK5285'TOP OF A CAMERA PAD, FOLLOW ROAD FOR 0.05 MILE TO TOP OF CAMERA
 AK5285'PAD AND CAMERA AS DESCRIBED.
 AK5285'
 AK5285'POINT TRAVERSED TO WAS TO THE CENTER OF THE FILM PLANE ON THE
 AK5285'SWAY CAMERA.  IT IS SET ON A CAMERA PEDESTAL ON THE SOUTH SIDE
 AK5285'OF THE CAMERA PAD DRIVE.
 AK5285'
 AK5285'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION 39 A-3,
 AK5285'DISTANCE BEING 25.11 FEET OR 7.6543 METERS.
 AK5285
 AK5285                          STATION RECOVERY (1998)
 AK5285
 AK5285'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK5285'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1165 ***********************************************************************
 AK1165  DESIGNATION -  39 A 4
 AK1165  PID         -  AK1165
 AK1165  STATE/COUNTY-  FL/BREVARD
 AK1165  COUNTRY     -  US
 AK1165  USGS QUAD   -  FALSE CAPE (2018)
 AK1165
 AK1165                         *CURRENT SURVEY CONTROL
 AK1165  ______________________________________________________________________
 AK1165* NAD 83(1990) POSITION- 28 36 18.24510(N) 080 36 21.46591(W)   ADJUSTED
 AK1165* NAVD 88 ORTHO HEIGHT -     5.122 (meters)       16.80  (feet) ADJUSTED
 AK1165  ______________________________________________________________________
 AK1165  GEOID HEIGHT    -        -28.249 (meters)                     GEOID18
 AK1165  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 AK1165  DYNAMIC HEIGHT  -          5.115 (meters)       16.78  (feet) COMP
 AK1165  MODELED GRAVITY -    979,239.7   (mgal)                       NAVD 88
 AK1165
 AK1165  HORZ ORDER      -  SECOND
 AK1165  VERT ORDER      -  FIRST     CLASS II
 AK1165
 AK1165.The horizontal coordinates were established by classical geodetic methods
 AK1165.and adjusted by the National Geodetic Survey in May 1991.
 AK1165
 AK1165.The orthometric height was determined by differential leveling and
 AK1165.adjusted by the NATIONAL GEODETIC SURVEY
 AK1165.in June 1991.
 AK1165
 AK1165.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1165.GEOID18 height accuracy estimate available here.
 AK1165
 AK1165.Click photographs - Photos may exist for this station.
 AK1165
 AK1165.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK1165
 AK1165.The dynamic height is computed by dividing the NAVD 88
 AK1165.geopotential number by the normal gravity value computed on the
 AK1165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1165.degrees latitude (g = 980.6199 gals.).
 AK1165
 AK1165.The modeled gravity was interpolated from observed gravity values.
 AK1165
 AK1165. The following values were computed from the NAD 83(1990) position.
 AK1165
 AK1165;                    North         East     Units Scale Factor Converg.
 AK1165;SPC FL E     -   473,324.765   238,537.490   MT  0.99995950   +0 11 19.2
 AK1165;SPC FL E     - 1,552,899.67    782,601.75   sFT  0.99995950   +0 11 19.2
 AK1165;UTM  17      - 3,164,295.250   538,524.341   MT  0.99961832   +0 11 19.2
 AK1165
 AK1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK1165!SPC FL E     -   1.00000363  x   0.99995950  =   0.99996313
 AK1165!UTM  17      -   1.00000363  x   0.99961832  =   0.99962195
 AK1165
 AK1165:                Primary Azimuth Mark                     Grid Az
 AK1165:SPC FL E     -  39 A 6                                   346 24 54.3
 AK1165:UTM  17      -  39 A 6                                   346 24 54.3
 AK1165
 AK1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3852464295(NAD 83)
 AK1165
 AK1165|---------------------------------------------------------------------|
 AK1165| PID    Reference Object                     Distance      Geod. Az  |
 AK1165|                                                           dddmmss.s |
 AK1165| AK1163 ODOP 1.39.2 A                       257.795 METERS 01601     |
 AK1165| AK6238 39A SW TARGET                       395.533 METERS 02656     |
 AK1165| AK6237 39A SE TARGET                       396.414 METERS 02711     |
 AK1165| AK1155 THIRTY NINE A                       329.193 METERS 03428     |
 AK1165| AK1152 39 A 3                              369.932 METERS 08908     |
 AK1165| AK1166 RAMP A                              184.502 METERS 09235     |
 AK1165| AK1162 CZR 39 A 4                            4.499 METERS 18535     |
 AK1165| AK5282 SWAY CAMERA 39 A 4                    6.678 METERS 28701     |
 AK1165| AK1164 ODOP 1.39.4 A                       146.500 METERS 34521     |
 AK1165| AK1147 39 A 6                              APPROX. 0.6 KM 3463613.5 |
 AK1165|---------------------------------------------------------------------|
 AK1165
 AK1165                          SUPERSEDED SURVEY CONTROL
 AK1165
 AK1165  NAD 83(1986)-  28 36 18.25142(N)    080 36 21.47863(W) AD(       ) 2
 AK1165  NAD 27      -  28 36 17.27046(N)    080 36 22.30368(W) AD(       ) 2
 AK1165  NGVD 29 (??/??/92)    5.51   (m)           18.1    (f) COMPUTED    1 2
 AK1165  NGVD 29               5.50   (m)           18.0    (f) LEVELING    3  
 AK1165
 AK1165.Superseded values are not recommended for survey control.
 AK1165
 AK1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1165.See file dsdata.pdf to determine how the superseded data were derived.
 AK1165
 AK1165_MARKER: DS = TRIANGULATION STATION DISK
 AK1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1165_STAMPING: 39 A-4 1966
 AK1165_MARK LOGO: CGS
 AK1165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1165+STABILITY: SURFACE MOTION
 AK1165
 AK1165  HISTORY     - Date     Condition        Report By
 AK1165  HISTORY     - 1966     MONUMENTED       CGS
 AK1165  HISTORY     - 1967     GOOD             CGS
 AK1165  HISTORY     - 19980415 GOOD             USPSQD
 AK1165
 AK1165                          STATION DESCRIPTION
 AK1165
 AK1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK1165'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, FOLLOW PERIMETER
 AK1165'ROAD WESTERLY AROUND COMPLEX FOR 0.1 MILE TO ROAD LEADING TO TOP
 AK1165'OF A CAMERA PAD, FOLLOW ROAD FOR 0.05 MILE TO TOP OF CAMERA PAD
 AK1165'AND MARK AS DESCRIBED.
 AK1165'
 AK1165'THE MARK IS SET IN A 10X10 INCH CONCRETE POST, STAMPED 39 A-4
 AK1165'1966 AND FLUSH WITH THE SURFACE.  IT IS 12 FEET WEST OF CONTROL
 AK1165'BOX NO.18 AND 2 FEET SOUTH OF THE NORTH EDGE OF A BLACKTOPPED
 AK1165'DRIVE.
 AK1165'
 AK1165'TRAVERSE CONNECTIONS WERE MADE TO ODOP 1.39.2, RAMP A, SWAY
 AK1165'CAMERA 39 A-4, CZR 39 A-4 AND ODOP 1.39.4 DISTANCE AND DIRECTION
 AK1165'SHOWN ABOVE.
 AK1165'
 AK1165'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK1165
 AK1165                          STATION RECOVERY (1967)
 AK1165
 AK1165'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 AK1165'AT KENNEDY SPACE CENTER.
 AK1165'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, FOLLOW PERIMETER ROAD
 AK1165'WESTERLY AROUND COMPLEX FOR 0.1 MILE TO A ROAD LEADING TO THE
 AK1165'TOP OF A CAMERA PAD, FOLLOW ROAD FOR 0.05 MILE TO TOP OF CAMERA
 AK1165'PAD AND MARK AS DESCRIBED.  THE MARK IS SET IN A 10 BY 10 INCH
 AK1165'CONCRETE POST AND FLUSH WITH THE SURFACE.  IT IS 12 FEET WEST OF
 AK1165'CONTROL BOX NO. 18 AND 2 FEET SOUTH OF THE NORTH EDGE OF A
 AK1165'BLACKTOPPED DRIVE.
 AK1165
 AK1165                          STATION RECOVERY (1998)
 AK1165
 AK1165'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK1165'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1133 ***********************************************************************
 AK1133  DESIGNATION -  39 A 4
 AK1133  PID         -  AK1133
 AK1133  STATE/COUNTY-  FL/BREVARD
 AK1133  COUNTRY     -  US
 AK1133  USGS QUAD   -  FALSE CAPE (2018)
 AK1133
 AK1133                         *CURRENT SURVEY CONTROL
 AK1133  ______________________________________________________________________
 AK1133* NAD 83(1986) POSITION- 28 36 41.     (N) 080 36 18.     (W)   SCALED
 AK1133* NAVD 88 ORTHO HEIGHT -     1.706 (meters)        5.60  (feet) ADJUSTED
 AK1133  ______________________________________________________________________
 AK1133  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 AK1133  DYNAMIC HEIGHT  -          1.704 (meters)        5.59  (feet) COMP
 AK1133  MODELED GRAVITY -    979,240.2   (mgal)                       NAVD 88
 AK1133
 AK1133  VERT ORDER      -  FIRST     CLASS II
 AK1133
 AK1133.The horizontal coordinates were scaled from a map and have
 AK1133.an estimated accuracy of +/- 6 seconds.
 AK1133
 AK1133.The orthometric height was determined by differential leveling and
 AK1133.adjusted by the NATIONAL GEODETIC SURVEY
 AK1133.in June 1991.
 AK1133
 AK1133.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1133.GEOID18 height accuracy estimate available here.
 AK1133
 AK1133.Click photographs - Photos may exist for this station.
 AK1133
 AK1133.The dynamic height is computed by dividing the NAVD 88
 AK1133.geopotential number by the normal gravity value computed on the
 AK1133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1133.degrees latitude (g = 980.6199 gals.).
 AK1133
 AK1133.The modeled gravity was interpolated from observed gravity values.
 AK1133
 AK1133;                    North         East    Units  Estimated Accuracy
 AK1133;SPC FL E     -   474,030.      238,630.      MT  (+/- 180 meters Scaled)
 AK1133
 AK1133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM386649(NAD 83)
 AK1133
 AK1133                          SUPERSEDED SURVEY CONTROL
 AK1133
 AK1133  NGVD 29 (??/??/92)    2.09   (m)            6.9    (f) COMPUTED    1 2
 AK1133
 AK1133.Superseded values are not recommended for survey control.
 AK1133
 AK1133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1133.See file dsdata.pdf to determine how the superseded data were derived.
 AK1133
 AK1133_MARKER: DD = SURVEY DISK
 AK1133_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AK1133_STAMPING: 39 A 4 11-20-63
 AK1133_MARK LOGO: USACE
 AK1133_MAGNETIC: P = MARKER IS A STEEL PIPE
 AK1133_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1133
 AK1133  HISTORY     - Date     Condition        Report By
 AK1133  HISTORY     - 1963     MONUMENTED       USACE
 AK1133  HISTORY     - 1966     GOOD             CGS
 AK1133
 AK1133                          STATION DESCRIPTION
 AK1133
 AK1133'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK1133'AT CAPE KENNEDY.
 AK1133'REACHED FROM THE ENTRANCE TO COMPLEX 39-A BY GOING RIGHT ON A
 AK1133'PERIMETER ROAD FOR 0.85 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 AK1133'THE MARK IS SET IN THE CENTER OF A 5 BY 5 FOOT WOODEN ENCLOSURE
 AK1133'94 FEET SOUTH OF THE CENTER LINE OF THE PERIMETER ROAD AND 125
 AK1133'FEET EAST OF A DRAINAGE DITCH.  THE MARK IS A BRASS DISK SET IN
 AK1133'THE TOP OF A 2 INCH PIPE PROJECTING 12 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1147 ***********************************************************************
 AK1147  DESIGNATION -  39 A 6
 AK1147  PID         -  AK1147
 AK1147  STATE/COUNTY-  FL/BREVARD
 AK1147  COUNTRY     -  US
 AK1147  USGS QUAD   -  FALSE CAPE (2018)
 AK1147
 AK1147                         *CURRENT SURVEY CONTROL
 AK1147  ______________________________________________________________________
 AK1147* NAD 83(1990) POSITION- 28 36 37.18529(N) 080 36 26.57765(W)   ADJUSTED
 AK1147* NAVD 88 ORTHO HEIGHT -     5.069 (meters)       16.63  (feet) ADJUSTED
 AK1147  ______________________________________________________________________
 AK1147  GEOID HEIGHT    -        -28.250 (meters)                     GEOID18
 AK1147  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 AK1147  DYNAMIC HEIGHT  -          5.062 (meters)       16.61  (feet) COMP
 AK1147  MODELED GRAVITY -    979,239.9   (mgal)                       NAVD 88
 AK1147
 AK1147  HORZ ORDER      -  SECOND
 AK1147  VERT ORDER      -  FIRST     CLASS II
 AK1147
 AK1147.The horizontal coordinates were established by classical geodetic methods
 AK1147.and adjusted by the National Geodetic Survey in May 1991.
 AK1147
 AK1147.The orthometric height was determined by differential leveling and
 AK1147.adjusted by the NATIONAL GEODETIC SURVEY
 AK1147.in June 1991.
 AK1147
 AK1147.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1147.GEOID18 height accuracy estimate available here.
 AK1147
 AK1147.Click photographs - Photos may exist for this station.
 AK1147
 AK1147.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK1147
 AK1147.The dynamic height is computed by dividing the NAVD 88
 AK1147.geopotential number by the normal gravity value computed on the
 AK1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1147.degrees latitude (g = 980.6199 gals.).
 AK1147
 AK1147.The modeled gravity was interpolated from observed gravity values.
 AK1147
 AK1147. The following values were computed from the NAD 83(1990) position.
 AK1147
 AK1147;                    North         East     Units Scale Factor Converg.
 AK1147;SPC FL E     -   473,907.373   238,396.704   MT  0.99995936   +0 11 16.8
 AK1147;SPC FL E     - 1,554,811.11    782,139.85   sFT  0.99995936   +0 11 16.8
 AK1147;UTM  17      - 3,164,877.659   538,383.603   MT  0.99961818   +0 11 16.8
 AK1147
 AK1147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK1147!SPC FL E     -   1.00000364  x   0.99995936  =   0.99996300
 AK1147!UTM  17      -   1.00000364  x   0.99961818  =   0.99962182
 AK1147
 AK1147:                Primary Azimuth Mark                     Grid Az
 AK1147:SPC FL E     -  39 A 1                                   087 17 50.6
 AK1147:UTM  17      -  39 A 1                                   087 17 50.6
 AK1147
 AK1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3838364877(NAD 83)
 AK1147
 AK1147|---------------------------------------------------------------------|
 AK1147| PID    Reference Object                     Distance      Geod. Az  |
 AK1147|                                                           dddmmss.s |
 AK1147| AK1146 CZR 39 A 6                            8.592 METERS 00327     |
 AK1147| AK6206 39A 6 REF 2                          29.976 METERS 02835     |
 AK1147| AK1145 SWAY CAMERA 39 A 6                   15.489 METERS 03037     |
 AK1147| AK1141 39 A 1                              APPROX. 0.6 KM 0872907.4 |
 AK1147| AK6239 39A NW TARGET                       390.351 METERS 12536     |
 AK1147| AK1165 39 A 4                              APPROX. 0.6 KM 1663611.0 |
 AK1147| AK6204 39A 6 REF 1                          29.960 METERS 26315     |
 AK1147|---------------------------------------------------------------------|
 AK1147
 AK1147                          SUPERSEDED SURVEY CONTROL
 AK1147
 AK1147  NAD 83(1986)-  28 36 37.19135(N)    080 36 26.59028(W) AD(       ) 2
 AK1147  NAD 27      -  28 36 36.21124(N)    080 36 27.41544(W) AD(       ) 2
 AK1147  NGVD 29 (??/??/92)    5.453  (m)           17.89   (f) ADJ UNCH    1 2
 AK1147  NGVD 29               5.45   (m)           17.9    (f) LEVELING    3  
 AK1147
 AK1147.Superseded values are not recommended for survey control.
 AK1147
 AK1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1147.See file dsdata.pdf to determine how the superseded data were derived.
 AK1147
 AK1147_MARKER: DB = BENCH MARK DISK
 AK1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1147_STAMPING: 39 A-6 1966
 AK1147_MARK LOGO: CGS
 AK1147_PROJECTION: FLUSH
 AK1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1147+STABILITY: SURFACE MOTION
 AK1147
 AK1147  HISTORY     - Date     Condition        Report By
 AK1147  HISTORY     - 1966     MONUMENTED       CGS
 AK1147  HISTORY     - 1967     GOOD             CGS
 AK1147  HISTORY     - 19980409 GOOD             USPSQD
 AK1147
 AK1147                          STATION DESCRIPTION
 AK1147
 AK1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK1147'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39 A, FOLLOW PERIMETER
 AK1147'ROAD WESTERLY AROUND COMPLEX FOR 0.65 MILE TO ROAD LEADING TO TOP
 AK1147'OF CAMERA PAD, FOLLOW ROAD FOR 0.05 MILE TO TOP OF CAMERA PAD
 AK1147'AND MARK AS DESCRIBED.  IT IS STAMPED 39 A-6.
 AK1147'
 AK1147'DISK IS SET IN THE CENTER OF A 10X10 INCH CONCRETE POST PROJECTING
 AK1147'3 INCHES.  IT IS 6 FEET WEST OF A CONCRETE POST AND 2 FEET SOUTH OF
 AK1147'THE SOUTH EDGE OF THE DRIVE.
 AK1147'
 AK1147'TRAVERSE CONNECTIONS WERE MADE TO CZR 39 A-6 AND SWAY CAMERA 39
 AK1147'A-6 AND DISTANCE AND DIRECTION SHOWN ABOVE.
 AK1147'
 AK1147'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK1147
 AK1147                          STATION RECOVERY (1967)
 AK1147
 AK1147'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 AK1147'AT KENNEDY SPACE CENTER.
 AK1147'FROM ENTRANCE AND GUARD GATE AT COMPLEX 39A, FOLLOW PERIMETER
 AK1147'ROAD WESTERLY A ROUND COMPLEX FOR 0.65 MILE TO ROAD LEADING TO
 AK1147'TOP OF CAMERA PAD, FOLLOW ROAD FOR 0.05 MILE TO TOP OF CAMERA
 AK1147'PAD AND MARK AS DESCRIBED.  DISK SET IN THE CENTER OF A 10 X 10
 AK1147'INCH CONCRETE POST PROJECTING 3 INCHES.  IT IS 6 FEET WEST OF A
 AK1147'CONCRETE POST AND 2 FEET SOUTH OF THE SOUTH EDGE OF THE DRIVE.
 AK1147
 AK1147                          STATION RECOVERY (1998)
 AK1147
 AK1147'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK1147'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6203 ***********************************************************************
 AK6203  DESIGNATION -  39 A5 1967
 AK6203  PID         -  AK6203
 AK6203  STATE/COUNTY-  FL/BREVARD
 AK6203  COUNTRY     -  US
 AK6203  USGS QUAD   -  FALSE CAPE (2018)
 AK6203
 AK6203                         *CURRENT SURVEY CONTROL
 AK6203  ______________________________________________________________________
 AK6203* NAD 83(1990) POSITION- 28 36 29.68660(N) 080 36 29.52207(W)   ADJUSTED
 AK6203* NAVD 88 ORTHO HEIGHT -     5.15  (+/-2cm)       16.9   (feet) VERTCON3
 AK6203  ______________________________________________________________________
 AK6203  GEOID HEIGHT    -        -28.248 (meters)                     GEOID18
 AK6203  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 AK6203  HORZ ORDER      -  SECOND
 AK6203  VERT ORDER      -  THIRD ? (See Below)
 AK6203
 AK6203.The horizontal coordinates were established by classical geodetic methods
 AK6203.and adjusted by the National Geodetic Survey in May 1991.
 AK6203
 AK6203.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6203
 AK6203.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6203.GEOID18 height accuracy estimate available here.
 AK6203
 AK6203.The vertical order pertains to the NGVD 29 superseded value.
 AK6203
 AK6203.Click photographs - Photos may exist for this station.
 AK6203
 AK6203.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6203
 AK6203. The following values were computed from the NAD 83(1990) position.
 AK6203
 AK6203;                    North         East     Units Scale Factor Converg.
 AK6203;SPC FL E     -   473,676.267   238,317.472   MT  0.99995929   +0 11 15.4
 AK6203;SPC FL E     - 1,554,052.89    781,879.91   sFT  0.99995929   +0 11 15.4
 AK6203;UTM  17      - 3,164,646.632   538,304.398   MT  0.99961811   +0 11 15.4
 AK6203
 AK6203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6203!SPC FL E     -   1.00000363  x   0.99995929  =   0.99996292
 AK6203!UTM  17      -   1.00000363  x   0.99961811  =   0.99962174
 AK6203
 AK6203:                Primary Azimuth Mark                     Grid Az
 AK6203:SPC FL E     -  THIRTY NINE A                            101 05 36.1
 AK6203:UTM  17      -  THIRTY NINE A                            101 05 36.1
 AK6203
 AK6203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3830464646(NAD 83)
 AK6203
 AK6203|---------------------------------------------------------------------|
 AK6203| PID    Reference Object                     Distance      Geod. Az  |
 AK6203|                                                           dddmmss.s |
 AK6203| AK1155 THIRTY NINE A                       413.140 METERS 1011651.5 |
 AK6203| AK1166 RAMP A                              APPROX. 0.5 KM 1314820.4 |
 AK6203| AK1165 39 A 4                              414.699 METERS 1480837.2 |
 AK6203| AK1149 CZR 39 A 5                           27.989 METERS 35607     |
 AK6203|---------------------------------------------------------------------|
 AK6203
 AK6203                          SUPERSEDED SURVEY CONTROL
 AK6203
 AK6203  NAD 83(1986)-  28 36 29.69277(N)    080 36 29.53467(W) AD(       ) 2
 AK6203  NAD 27      -  28 36 28.71227(N)    080 36 30.35973(W) AD(       ) 2
 AK6203  NGVD 29               5.53   (m)           18.1    (f) LEVELING    3  
 AK6203
 AK6203.Superseded values are not recommended for survey control.
 AK6203
 AK6203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6203.See file dsdata.pdf to determine how the superseded data were derived.
 AK6203
 AK6203_MARKER: DD = SURVEY DISK
 AK6203_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AK6203_SP_SET: SET IN TOP OF IRREGULAR CONCRETE
 AK6203_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6203
 AK6203  HISTORY     - Date     Condition        Report By
 AK6203  HISTORY     - 1967     MONUMENTED       CGS
 AK6203
 AK6203                          STATION DESCRIPTION
 AK6203
 AK6203'DESCRIBED BY COAST AND GEODETIC SURVEY 1967 (DWC)
 AK6203'LOCATED ON KENNEDY SPACE CENTER, AT COMPLEX 39A, ON CZR CAMERA
 AK6203'PAD NO.5, WHICH IS WEST OF THE LAUNCH PAD.  SET IN A DRILL HOLE IN
 AK6203'THE CONCRETE PAD AND STAMPED 39A-5 1967.
 AK6203'
 AK6203'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6740 ***********************************************************************
 DE6740  DESIGNATION -  39 B
 DE6740  PID         -  DE6740
 DE6740  STATE/COUNTY-  FL/VOLUSIA
 DE6740  COUNTRY     -  US
 DE6740  USGS QUAD   -  LAKE DIAS (2018)
 DE6740
 DE6740                         *CURRENT SURVEY CONTROL
 DE6740  ______________________________________________________________________
 DE6740* NAD 83(1986) POSITION- 29 13 37.     (N) 081 18 38.     (W)   SCALED
 DE6740* NAVD 88 ORTHO HEIGHT -    11.712 (meters)       38.43  (feet) ADJUSTED
 DE6740  ______________________________________________________________________
 DE6740  GEOID HEIGHT    -        -28.394 (meters)                     GEOID18
 DE6740  DYNAMIC HEIGHT  -         11.695 (meters)       38.37  (feet) COMP
 DE6740  MODELED GRAVITY -    979,256.9   (mgal)                       NAVD 88
 DE6740
 DE6740  VERT ORDER      -  FIRST     CLASS II
 DE6740
 DE6740.The horizontal coordinates were scaled from a map and have
 DE6740.an estimated accuracy of +/- 6 seconds.
 DE6740
 DE6740.The orthometric height was determined by differential leveling and
 DE6740.adjusted by the NATIONAL GEODETIC SURVEY
 DE6740.in May 2004.
 DE6740
 DE6740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6740.GEOID18 height accuracy estimate available here.
 DE6740
 DE6740.Click photographs - Photos may exist for this station.
 DE6740
 DE6740.The dynamic height is computed by dividing the NAVD 88
 DE6740.geopotential number by the normal gravity value computed on the
 DE6740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6740.degrees latitude (g = 980.6199 gals.).
 DE6740
 DE6740.The modeled gravity was interpolated from observed gravity values.
 DE6740
 DE6740;                    North         East    Units  Estimated Accuracy
 DE6740;SPC FL E     -   542,220.      169,810.      MT  (+/- 180 meters Scaled)
 DE6740
 DE6740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN698331(NAD 83)
 DE6740
 DE6740                          SUPERSEDED SURVEY CONTROL
 DE6740
 DE6740.No superseded survey control is available for this station.
 DE6740
 DE6740_MARKER: DD = SURVEY DISK
 DE6740_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6740_SP_SET: BRIDGE GUARDRAIL
 DE6740_STAMPING: 39-B 39.97
 DE6740_MARK LOGO: FLSRD
 DE6740_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6740+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 DE6740
 DE6740  HISTORY     - Date     Condition        Report By
 DE6740  HISTORY     - UNK      MONUMENTED       FLSRD
 DE6740  HISTORY     - 19990128 GOOD             FLDEP
 DE6740  HISTORY     - 20050503 GOOD             FLDEP
 DE6740  HISTORY     - 20060110 GOOD             USPSQD
 DE6740
 DE6740                          STATION DESCRIPTION
 DE6740
 DE6740'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6740'THE MARK IS ABOUT 15.4 MI (24.8 KM) SOUTHWEST OF ORMOND BEACH, 7.5 MI
 DE6740'(12.1 KM) NORTHEAST OF BARBERVILLE ON STATE ROAD 40 IN SECTION 4,
 DE6740'TOWNSHIP 15 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE
 DE6740'INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 40 IN BARBERVILLE, GO
 DE6740'EASTERLY ON STATE ROAD 40 FOR 6.75 MI (10.86 KM) TO THE INTERSECTION
 DE6740'OF STATE ROAD 11, CONTINUE EAST ON STATE ROAD 40 FOR 0.7 MI (1.1 KM)
 DE6740'TO THE EAST END OF THE HAW CREEK BRIDGE AND THE MARK ON THE LEFT, SET
 DE6740'IN THE TOP OF THE NORTHEAST BRIDGE GUARDRAIL 3.8 FT (1.2 M) ABOVE THE
 DE6740'LEVEL OF THE GROUND AND 3.0 FT (0.9 M) ABOVE THE LEVEL OF STATE ROAD
 DE6740'40. LOCATED 23.7 FT (7.2 M) NORTH OF THE CENTERLINE OF STATE ROAD 40,
 DE6740'2.0 FT (0.6 M) NORTH OF THE METAL GUARDRAIL AND 0.7 FT (21.3 CM) WEST
 DE6740'OF THE EAST END OF THE CONCRETE BRIDGE GUARDRAIL.
 DE6740
 DE6740                          STATION RECOVERY (2005)
 DE6740
 DE6740'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 DE6740'RECOVERED AS DESCRIBED.
 DE6740
 DE6740                          STATION RECOVERY (2006)
 DE6740
 DE6740'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE6740'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4213 ***********************************************************************
 DP4213  DESIGNATION -  39 B
 DP4213  PID         -  DP4213
 DP4213  STATE/COUNTY-  FL/HARDEE
 DP4213  COUNTRY     -  US
 DP4213  USGS QUAD   -  SWEETWATER (2018)
 DP4213
 DP4213                         *CURRENT SURVEY CONTROL
 DP4213  ______________________________________________________________________
 DP4213* NAD 83(1986) POSITION- 27 27 30.4    (N) 081 40 41.7    (W)   HD_HELD2
 DP4213* NAVD 88 ORTHO HEIGHT -    20.003 (meters)       65.63  (feet) ADJUSTED
 DP4213  ______________________________________________________________________
 DP4213  GEOID HEIGHT    -        -25.264 (meters)                     GEOID18
 DP4213  DYNAMIC HEIGHT  -         19.973 (meters)       65.53  (feet) COMP
 DP4213  MODELED GRAVITY -    979,135.7   (mgal)                       NAVD 88
 DP4213
 DP4213  VERT ORDER      -  SECOND    CLASS I
 DP4213
 DP4213.The horizontal coordinates were established by autonomous hand held GPS
 DP4213.observations and have an estimated accuracy of +/- 10 meters.
 DP4213
 DP4213.The orthometric height was determined by differential leveling and
 DP4213.adjusted by the NATIONAL GEODETIC SURVEY
 DP4213.in August 2014.
 DP4213
 DP4213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4213.GEOID18 height accuracy estimate available here.
 DP4213
 DP4213.Click photographs - Photos may exist for this station.
 DP4213
 DP4213.The dynamic height is computed by dividing the NAVD 88
 DP4213.geopotential number by the normal gravity value computed on the
 DP4213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4213.degrees latitude (g = 980.6199 gals.).
 DP4213
 DP4213.The modeled gravity was interpolated from observed gravity values.
 DP4213
 DP4213;                    North         East    Units  Estimated Accuracy
 DP4213;SPC FL W     -   346,241.      231,803.      MT  (+/- 10 meters HH2 GPS)
 DP4213
 DP4213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3298137396(NAD 83)
 DP4213
 DP4213                          SUPERSEDED SURVEY CONTROL
 DP4213
 DP4213.No superseded survey control is available for this station.
 DP4213
 DP4213_MARKER: DD = SURVEY DISK
 DP4213_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP4213_SP_SET: GUARD RAIL
 DP4213_STAMPING: BM 39 B
 DP4213_MARK LOGO: FLDT
 DP4213_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4213+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2013
 DP4213
 DP4213  HISTORY     - Date     Condition        Report By
 DP4213  HISTORY     - UNK      MONUMENTED       FLDT
 DP4213  HISTORY     - 20130722 GOOD             FLDEP
 DP4213
 DP4213                          STATION DESCRIPTION
 DP4213
 DP4213'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4213'THE MARK IS ABOUT 6.5 MI (10.5 KM) WEST-NORTHWEST OF CREWSVILLE, 6.4
 DP4213'MI (10.4 KM) SOUTH-SOUTHEAST OF GRIFFINS CORNER, 3.7 MI (5.9 KM)
 DP4213'NORTH-NORTHEAST OF SWEETWATER, IN SECTION 1, TOWNSHIP 35 SOUTH, RANGE
 DP4213'26 EAST.
 DP4213'
 DP4213'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP4213'HIGHWAY 17 IN ZOLFO SPRINGS, GO EAST AND SOUTHEAST ON STATE ROAD 66
 DP4213'FOR 5.6 MI (9.0 KM) TO THE JUNCTION OF NURSERY ROAD ON THE LEFT,
 DP4213'CONTINUE SOUTHEAST ON STATE ROAD 66 FOR 1.35 MI (2.2 KM) TO THE
 DP4213'JUNCTION OF A GATED RANCH ROAD (OAK THICKET LANE) ON THE LEFT,
 DP4213'CONTINUE EAST ON STATE ROAD 66 FOR 0.9 MI (1.4 KM) TO THE MARK ON THE
 DP4213'LEFT, SET FLUSH IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 DP4213'GUARD RAIL FOR CHARLIE CREEK BRIDGE AND 3.0 FT (0.9 M) ABOVE THE LEVEL
 DP4213'OF STATE ROAD 66.
 DP4213'
 DP4213'LOCATED 66.8 FT (20.4 M) EAST OF THE EAST SIDE OF THE WATER GAGE, 23.5
 DP4213'FT (7.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 66 AND
 DP4213'3.6 FT (1.1 M) WEST OF THE WEST END OF THE METAL GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0888 ***********************************************************************
 AK0888  DESIGNATION -  39 B 1
 AK0888  PID         -  AK0888
 AK0888  STATE/COUNTY-  FL/BREVARD
 AK0888  COUNTRY     -  US
 AK0888  USGS QUAD   -  WILSON OE E (2018)
 AK0888
 AK0888                         *CURRENT SURVEY CONTROL
 AK0888  ______________________________________________________________________
 AK0888* NAD 83(1990) POSITION- 28 37 46.51284(N) 080 37 04.22320(W)   ADJUSTED
 AK0888* NAVD 88 ORTHO HEIGHT -     5.073 (meters)       16.64  (feet) ADJUSTED
 AK0888  ______________________________________________________________________
 AK0888  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 AK0888  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 AK0888  DYNAMIC HEIGHT  -          5.066 (meters)       16.62  (feet) COMP
 AK0888  MODELED GRAVITY -    979,240.9   (mgal)                       NAVD 88
 AK0888
 AK0888  HORZ ORDER      -  SECOND
 AK0888  VERT ORDER      -  FIRST     CLASS II
 AK0888
 AK0888.The horizontal coordinates were established by classical geodetic methods
 AK0888.and adjusted by the National Geodetic Survey in May 1991.
 AK0888
 AK0888.The orthometric height was determined by differential leveling and
 AK0888.adjusted by the NATIONAL GEODETIC SURVEY
 AK0888.in June 1991.
 AK0888
 AK0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0888.GEOID18 height accuracy estimate available here.
 AK0888
 AK0888.Click photographs - Photos may exist for this station.
 AK0888
 AK0888.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK0888
 AK0888.The dynamic height is computed by dividing the NAVD 88
 AK0888.geopotential number by the normal gravity value computed on the
 AK0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0888.degrees latitude (g = 980.6199 gals.).
 AK0888
 AK0888.The modeled gravity was interpolated from observed gravity values.
 AK0888
 AK0888. The following values were computed from the NAD 83(1990) position.
 AK0888
 AK0888;                    North         East     Units Scale Factor Converg.
 AK0888;SPC FL E     -   476,038.279   237,367.207   MT  0.99995840   +0 10 59.2
 AK0888;SPC FL E     - 1,561,802.25    778,762.24   sFT  0.99995840   +0 10 59.2
 AK0888;UTM  17      - 3,167,007.838   537,354.457   MT  0.99961722   +0 10 59.2
 AK0888
 AK0888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK0888!SPC FL E     -   1.00000364  x   0.99995840  =   0.99996204
 AK0888!UTM  17      -   1.00000364  x   0.99961722  =   0.99962086
 AK0888
 AK0888:                Primary Azimuth Mark                     Grid Az
 AK0888:SPC FL E     -  39 B 3                                   188 55 06.9
 AK0888:UTM  17      -  39 B 3                                   188 55 06.9
 AK0888
 AK0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3735467007(NAD 83)
 AK0888
 AK0888|---------------------------------------------------------------------|
 AK0888| PID    Reference Object                     Distance      Geod. Az  |
 AK0888|                                                           dddmmss.s |
 AK0888| AK0887 CZR 39 B 1                           22.219 METERS 14504     |
 AK0888| AK0899 39 B 2                              286.926 METERS 15739     |
 AK0888| AK1118 39 B 3                              APPROX. 0.6 KM 1890606.1 |
 AK0888| AK0898 THIRTY NINE B                       458.041 METERS 2190936.4 |
 AK0888|---------------------------------------------------------------------|
 AK0888
 AK0888                          SUPERSEDED SURVEY CONTROL
 AK0888
 AK0888  NAD 83(1986)-  28 37 46.51853(N)    080 37 04.23618(W) AD(       ) 2
 AK0888  NAD 27      -  28 37 45.54125(N)    080 37 05.06144(W) AD(       ) 2
 AK0888  NGVD 29 (??/??/92)    5.456  (m)           17.90   (f) ADJ UNCH    1 2
 AK0888  NGVD 29               5.55   (m)           18.2    (f) LEVELING    3  
 AK0888
 AK0888.Superseded values are not recommended for survey control.
 AK0888
 AK0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0888.See file dsdata.pdf to determine how the superseded data were derived.
 AK0888
 AK0888_MARKER: DS = TRIANGULATION STATION DISK
 AK0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0888_STAMPING: 39 B-1 1966
 AK0888_MARK LOGO: CGS
 AK0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0888+STABILITY: SURFACE MOTION
 AK0888
 AK0888  HISTORY     - Date     Condition        Report By
 AK0888  HISTORY     - 1966     MONUMENTED       CGS
 AK0888  HISTORY     - 1966     GOOD             CGS
 AK0888
 AK0888                          STATION DESCRIPTION
 AK0888
 AK0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK0888'LOCATED ON KENNEDY SPACE CENTER, AT COMPLEX 39B.  IT IS NORTHEAST
 AK0888'OF THE LAUNCH PAD NEAR CZR CAMERA PAD NO.1, 46 FEET EAST OF THE
 AK0888'NORTHWEST CORNER OF THE PAD, 27 FEET EAST OF THE WEST EDGE OF THE
 AK0888'PAD AND 4 FEET WEST OF THE NORTHEAST EDGE OF THE PAD.
 AK0888'
 AK0888'A STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A 10 INCH
 AK0888'CONCRETE POST AND STAMPED 39B-1 1966.
 AK0888'
 AK0888'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK0888
 AK0888                          STATION RECOVERY (1966)
 AK0888
 AK0888'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AK0888'AT CAPE KENNEDY.
 AK0888'FROM 39 B-6 CONTINUE NORTH AND EAST AROUND PERIMETER ROAD FOR
 AK0888'0.4 MILE TO ROAD LEADING TO TOP OF CAMERA PAD, FOLLOW ROAD FOR
 AK0888'0.05 MILE TO TOP OF CAMERA PAD AND MARK.  SET IN 10 X 10 INCH
 AK0888'CONCRETE POST, PROJECTS 1 INCH AND IS 4 FEET EAST OF EAST EDGE
 AK0888'OF BLACKTOP DRIVE.  IT IS 52 FEET NORTHEAST OF AN OPERATIONAL
 AK0888'TELEVISION DISTRIBUTOR BOX NO. 21.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0899 ***********************************************************************
 AK0899  DESIGNATION -  39 B 2
 AK0899  PID         -  AK0899
 AK0899  STATE/COUNTY-  FL/BREVARD
 AK0899  COUNTRY     -  US
 AK0899  USGS QUAD   -  WILSON OE E (2018)
 AK0899
 AK0899                         *CURRENT SURVEY CONTROL
 AK0899  ______________________________________________________________________
 AK0899* NAD 83(1990) POSITION- 28 37 37.89275(N) 080 37 00.20699(W)   ADJUSTED
 AK0899* NAVD 88 ORTHO HEIGHT -     5.177 (meters)       16.98  (feet) ADJUSTED
 AK0899  ______________________________________________________________________
 AK0899  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 AK0899  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 AK0899  DYNAMIC HEIGHT  -          5.170 (meters)       16.96  (feet) COMP
 AK0899  MODELED GRAVITY -    979,240.7   (mgal)                       NAVD 88
 AK0899
 AK0899  HORZ ORDER      -  SECOND
 AK0899  VERT ORDER      -  FIRST     CLASS II
 AK0899
 AK0899.The horizontal coordinates were established by classical geodetic methods
 AK0899.and adjusted by the National Geodetic Survey in May 1991.
 AK0899
 AK0899.The orthometric height was determined by differential leveling and
 AK0899.adjusted by the NATIONAL GEODETIC SURVEY
 AK0899.in June 1991.
 AK0899
 AK0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0899.GEOID18 height accuracy estimate available here.
 AK0899
 AK0899.Click photographs - Photos may exist for this station.
 AK0899
 AK0899.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK0899
 AK0899.The dynamic height is computed by dividing the NAVD 88
 AK0899.geopotential number by the normal gravity value computed on the
 AK0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0899.degrees latitude (g = 980.6199 gals.).
 AK0899
 AK0899.The modeled gravity was interpolated from observed gravity values.
 AK0899
 AK0899. The following values were computed from the NAD 83(1990) position.
 AK0899
 AK0899;                    North         East     Units Scale Factor Converg.
 AK0899;SPC FL E     -   475,773.262   237,477.142   MT  0.99995850   +0 11 01.1
 AK0899;SPC FL E     - 1,560,932.78    779,122.92   sFT  0.99995850   +0 11 01.1
 AK0899;UTM  17      - 3,166,742.912   537,464.355   MT  0.99961732   +0 11 01.1
 AK0899
 AK0899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK0899!SPC FL E     -   1.00000362  x   0.99995850  =   0.99996212
 AK0899!UTM  17      -   1.00000362  x   0.99961732  =   0.99962094
 AK0899
 AK0899:                Primary Azimuth Mark                     Grid Az
 AK0899:SPC FL E     -  RAMP B                                   227 12 22.2
 AK0899:UTM  17      -  RAMP B                                   227 12 22.2
 AK0899
 AK0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3746466742(NAD 83)
 AK0899
 AK0899|---------------------------------------------------------------------|
 AK0899| PID    Reference Object                     Distance      Geod. Az  |
 AK0899|                                                           dddmmss.s |
 AK0899| AK1118 39 B 3                              415.410 METERS 2101328.8 |
 AK0899| AK1123 RAMP B                              APPROX. 0.5 KM 2272323.3 |
 AK0899| AK0898 THIRTY NINE B                       408.332 METERS 2571756.9 |
 AK0899| AK0888 39 B 1                              286.926 METERS 33739     |
 AK0899| AK0897 CZR 39 B 2                           18.854 METERS 35207     |
 AK0899|---------------------------------------------------------------------|
 AK0899
 AK0899                          SUPERSEDED SURVEY CONTROL
 AK0899
 AK0899  NAD 83(1986)-  28 37 37.89878(N)    080 37 00.22016(W) AD(       ) 2
 AK0899  NAD 27      -  28 37 36.92100(N)    080 37 01.04531(W) AD(       ) 2
 AK0899  NGVD 29 (??/??/92)    5.560  (m)           18.24   (f) ADJ UNCH    1 2
 AK0899  NGVD 29               5.56   (m)           18.2    (f) LEVELING    3  
 AK0899
 AK0899.Superseded values are not recommended for survey control.
 AK0899
 AK0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0899.See file dsdata.pdf to determine how the superseded data were derived.
 AK0899
 AK0899_MARKER: DS = TRIANGULATION STATION DISK
 AK0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0899_STAMPING: 39 B-2 1966
 AK0899_MARK LOGO: CGS
 AK0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0899+STABILITY: SURFACE MOTION
 AK0899
 AK0899  HISTORY     - Date     Condition        Report By
 AK0899  HISTORY     - 1966     MONUMENTED       CGS
 AK0899  HISTORY     - 1967     GOOD             CGS
 AK0899
 AK0899                          STATION DESCRIPTION
 AK0899
 AK0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK0899'LOCATED ON KENNEDY SPACE CENTER, AT COMPLEX 39B NEAR CZR CAMERA
 AK0899'PAD NO.2 WHICH IS EAST OF THE LAUNCH PAD.  IT IS 56 FEET SOUTHEAST
 AK0899'OF THE SOUTHEAST CORNER OF AN 8 X 10 PAD, 25 FEET EAST OF THE WEST
 AK0899'EDGE OF THE PAD AND 3 FEET EAST OF THE EAST EDGE.  A STANDARD
 AK0899'TRIANGULATION STATION DISK SET IN THE TOP OF A 12 INCH CONCRETE
 AK0899'POST AND IS STAMPED 39B-2 1966.
 AK0899'
 AK0899'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK0899
 AK0899                          STATION RECOVERY (1967)
 AK0899
 AK0899'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 AK0899'AT CAPE KENNEDY.
 AK0899'FROM THE ENTRANCE AND GUARD GATE AT COMPLEX 39 B, FOLLOW THE
 AK0899'PERIMETER ROAD WESTERLY AROUND THE COMPLEX FOR 1.25 MILES TO A
 AK0899'ROAD LEADING TO THE TOP OF THE CAMERA PAD, FOLLOW THE ROAD FOR
 AK0899'0.05 MILE TO THE TOP OF THE PAD AND MARK AS DESCRIBED.  THE DISK
 AK0899'IS SET IN THE CENTER OF A 10 BY 10 INCH CONCRETE POST AND FLUSH
 AK0899'WITH THE SURFACE.  IT IS 43 FEET SOUTHEAST OF TELEVISION
 AK0899'DISTRIBUTOR BOX NO. 22 AND 3 FEET EAST OF THE EAST EDGE OF A
 AK0899'BLACKTOPPED DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1118 ***********************************************************************
 AK1118  DESIGNATION -  39 B 3
 AK1118  PID         -  AK1118
 AK1118  STATE/COUNTY-  FL/BREVARD
 AK1118  COUNTRY     -  US
 AK1118  USGS QUAD   -  FALSE CAPE (2018)
 AK1118
 AK1118                         *CURRENT SURVEY CONTROL
 AK1118  ______________________________________________________________________
 AK1118* NAD 83(1990) POSITION- 28 37 26.23356(N) 080 37 07.90526(W)   ADJUSTED
 AK1118* NAVD 88 ORTHO HEIGHT -     5.083 (meters)       16.68  (feet) ADJUSTED
 AK1118  ______________________________________________________________________
 AK1118  GEOID HEIGHT    -        -28.243 (meters)                     GEOID18
 AK1118  LAPLACE CORR    -         -1.25  (seconds)                    DEFLEC18
 AK1118  DYNAMIC HEIGHT  -          5.076 (meters)       16.65  (feet) COMP
 AK1118  MODELED GRAVITY -    979,240.5   (mgal)                       NAVD 88
 AK1118
 AK1118  HORZ ORDER      -  SECOND
 AK1118  VERT ORDER      -  FIRST     CLASS II
 AK1118
 AK1118.The horizontal coordinates were established by classical geodetic methods
 AK1118.and adjusted by the National Geodetic Survey in May 1991.
 AK1118
 AK1118.The orthometric height was determined by differential leveling and
 AK1118.adjusted by the NATIONAL GEODETIC SURVEY
 AK1118.in June 1991.
 AK1118
 AK1118.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1118.GEOID18 height accuracy estimate available here.
 AK1118
 AK1118.Click photographs - Photos may exist for this station.
 AK1118
 AK1118.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK1118
 AK1118.The dynamic height is computed by dividing the NAVD 88
 AK1118.geopotential number by the normal gravity value computed on the
 AK1118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1118.degrees latitude (g = 980.6199 gals.).
 AK1118
 AK1118.The modeled gravity was interpolated from observed gravity values.
 AK1118
 AK1118. The following values were computed from the NAD 83(1990) position.
 AK1118
 AK1118;                    North         East     Units Scale Factor Converg.
 AK1118;SPC FL E     -   475,413.671   237,269.188   MT  0.99995831   +0 10 57.3
 AK1118;SPC FL E     - 1,559,753.02    778,440.66   sFT  0.99995831   +0 10 57.3
 AK1118;UTM  17      - 3,166,383.443   537,256.472   MT  0.99961713   +0 10 57.3
 AK1118
 AK1118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK1118!SPC FL E     -   1.00000364  x   0.99995831  =   0.99996195
 AK1118!UTM  17      -   1.00000364  x   0.99961713  =   0.99962077
 AK1118
 AK1118:                Primary Azimuth Mark                     Grid Az
 AK1118:SPC FL E     -  39 B 2                                   030 02 27.8
 AK1118:UTM  17      -  39 B 2                                   030 02 27.8
 AK1118
 AK1118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3725666383(NAD 83)
 AK1118
 AK1118|---------------------------------------------------------------------|
 AK1118| PID    Reference Object                     Distance      Geod. Az  |
 AK1118|                                                           dddmmss.s |
 AK1118| AK6213 ODOP 1.39.15 1966                   138.300 METERS 00753     |
 AK1118| AK0899 39 B 2                              415.410 METERS 0301325.1 |
 AK1118| AK1126 WORD AZ                             487.659 METERS 2140339.9 |
 AK1118| AK1123 RAMP B                              191.653 METERS 26709     |
 AK1118| AK1124 39 B 4                              392.282 METERS 27020     |
 AK1118| AK1121 WORD RM 1                           218.017 METERS 29309     |
 AK1118| AK0898 THIRTY NINE B                       329.021 METERS 32453     |
 AK1118| AK6119 ODOP 1.39.13 1966                   259.891 METERS 34030     |
 AK1118|---------------------------------------------------------------------|
 AK1118
 AK1118                          SUPERSEDED SURVEY CONTROL
 AK1118
 AK1118  NAD 83(1986)-  28 37 26.24006(N)    080 37 07.91817(W) AD(       ) 2
 AK1118  NAD 27      -  28 37 25.26149(N)    080 37 08.74317(W) AD(       ) 2
 AK1118  NGVD 29 (??/??/92)    5.466  (m)           17.93   (f) ADJ UNCH    1 2
 AK1118  NGVD 29               5.47   (m)           17.9    (f) LEVELING    3  
 AK1118
 AK1118.Superseded values are not recommended for survey control.
 AK1118
 AK1118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1118.See file dsdata.pdf to determine how the superseded data were derived.
 AK1118
 AK1118_MARKER: DS = TRIANGULATION STATION DISK
 AK1118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK1118_STAMPING: 39 B 3 1966
 AK1118_MARK LOGO: CGS
 AK1118_PROJECTION: FLUSH
 AK1118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK1118+STABILITY: SURFACE MOTION
 AK1118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK1118+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2009
 AK1118
 AK1118  HISTORY     - Date     Condition        Report By
 AK1118  HISTORY     - 1966     MONUMENTED       CGS
 AK1118  HISTORY     - 1967     GOOD             CGS
 AK1118  HISTORY     - 20091102 GOOD             NASA
 AK1118
 AK1118                          STATION DESCRIPTION
 AK1118
 AK1118'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK1118'LOCATED ON KENNEDY SPACE CENTER, AT COMPLEX 39B, NEAR CZR CAMERA
 AK1118'PAD NO.3, WHICH IS SOUTHEAST OF THE LAUNCH PAD.  IT IS 52 FEET
 AK1118'SOUTHWEST OF THE EAST CORNER OF THE CAMERA PAD, 26 FEET SOUTHEAST
 AK1118'OF THE SOUTHWEST CORNER OF THE PAD, AND 4 FEET SOUTHEAST OF THE
 AK1118'SOUTHEAST EDGE OF THE PAD.  A STANDARD TRIANGULATION STATION DISK
 AK1118'SET IN THE TOP OF A 12 INCH CONCRETE POST AND STAMPED 39B-3
 AK1118'1966.
 AK1118'
 AK1118'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK1118
 AK1118                          STATION RECOVERY (1967)
 AK1118
 AK1118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 AK1118'AT CAPE KENNEDY.
 AK1118'FROM THE ENTRANCE AND GUARD GATE AT COMPLEX 39 B, FOLLOW THE
 AK1118'PERIMETER ROAD WESTERLY AROUND THE COMPLEX FOR 1.45 MILES TO A
 AK1118'ROAD LEADING TO THE TOP OF THE CAMERA PAD, FOLLOW THE ROAD FOR
 AK1118'0.05 MILE TO THE TOP OF THE CAMERA PAD AND MARK AS DESCRIBED.
 AK1118'THE DISK IS SET IN THE CENTER OF A 10 BY 10 INCH CONCRETE POST
 AK1118'AND FLUSH WITH THE SURFACE.  IT IS 40 FEET SOUTHEAST OF TELEVISION
 AK1118'DISTRIBUTOR BOX NO. 23 AND 4 FEET SOUTH OF THE SOUTH EDGE OF A
 AK1118'BLACKTOPPED ROAD.
 AK1118
 AK1118                          STATION RECOVERY (2009)
 AK1118
 AK1118'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2009 (DCL)
 AK1118'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK1124 ***********************************************************************
 AK1124  DESIGNATION -  39 B 4
 AK1124  PID         -  AK1124
 AK1124  STATE/COUNTY-  FL/BREVARD
 AK1124  COUNTRY     -  US
 AK1124  USGS QUAD   -  FALSE CAPE (2018)
 AK1124
 AK1124                         *CURRENT SURVEY CONTROL
 AK1124  ______________________________________________________________________
 AK1124* NAD 83(1990) POSITION- 28 37 26.30775(N) 080 37 22.34641(W)   ADJUSTED
 AK1124* NAVD 88 ORTHO HEIGHT -     5.150 (meters)       16.90  (feet) ADJUSTED
 AK1124  ______________________________________________________________________
 AK1124  GEOID HEIGHT    -        -28.239 (meters)                     GEOID18
 AK1124  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 AK1124  DYNAMIC HEIGHT  -          5.143 (meters)       16.87  (feet) COMP
 AK1124  MODELED GRAVITY -    979,240.4   (mgal)                       NAVD 88
 AK1124
 AK1124  HORZ ORDER      -  SECOND
 AK1124  VERT ORDER      -  FIRST     CLASS II
 AK1124
 AK1124.The horizontal coordinates were established by classical geodetic methods
 AK1124.and adjusted by the National Geodetic Survey in May 1991.
 AK1124
 AK1124.The orthometric height was determined by differential leveling and
 AK1124.adjusted by the NATIONAL GEODETIC SURVEY
 AK1124.in June 1991.
 AK1124
 AK1124.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK1124.GEOID18 height accuracy estimate available here.
 AK1124
 AK1124.Click photographs - Photos may exist for this station.
 AK1124
 AK1124.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK1124
 AK1124.The dynamic height is computed by dividing the NAVD 88
 AK1124.geopotential number by the normal gravity value computed on the
 AK1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK1124.degrees latitude (g = 980.6199 gals.).
 AK1124
 AK1124.The modeled gravity was interpolated from observed gravity values.
 AK1124
 AK1124. The following values were computed from the NAD 83(1990) position.
 AK1124
 AK1124;                    North         East     Units Scale Factor Converg.
 AK1124;SPC FL E     -   475,414.711   236,876.923   MT  0.99995795   +0 10 50.4
 AK1124;SPC FL E     - 1,559,756.43    777,153.70   sFT  0.99995795   +0 10 50.4
 AK1124;UTM  17      - 3,166,384.483   536,864.341   MT  0.99961677   +0 10 50.4
 AK1124
 AK1124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK1124!SPC FL E     -   1.00000363  x   0.99995795  =   0.99996158
 AK1124!UTM  17      -   1.00000363  x   0.99961677  =   0.99962040
 AK1124
 AK1124:                Primary Azimuth Mark                     Grid Az
 AK1124:SPC FL E     -  WORD AZ                                  163 28 22.6
 AK1124:UTM  17      -  WORD AZ                                  163 28 22.6
 AK1124
 AK1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3686466384(NAD 83)
 AK1124
 AK1124|---------------------------------------------------------------------|
 AK1124| PID    Reference Object                     Distance      Geod. Az  |
 AK1124|                                                           dddmmss.s |
 AK1124| AK0898 THIRTY NINE B                       335.328 METERS 03716     |
 AK1124| AK1121 WORD RM 1                           209.162 METERS 06630     |
 AK1124| AK1118 39 B 3                              392.282 METERS 09020     |
 AK1124| AK1123 RAMP B                              201.204 METERS 09322     |
 AK1124| AK1126 WORD AZ                             423.398 METERS 1633913.0 |
 AK1124| AK6327 39B 5 1966                          398.885 METERS 32946     |
 AK1124|---------------------------------------------------------------------|
 AK1124
 AK1124                          SUPERSEDED SURVEY CONTROL
 AK1124
 AK1124  NAD 83(1986)-  28 37 26.31429(N)    080 37 22.35876(W) AD(       ) 2
 AK1124  NAD 27      -  28 37 25.33557(N)    080 37 23.18377(W) AD(       ) 2
 AK1124  NGVD 29 (??/??/92)    5.533  (m)           18.15   (f) ADJ UNCH    1 2
 AK1124  NGVD 29               5.54   (m)           18.2    (f) LEVELING    3  
 AK1124
 AK1124.Superseded values are not recommended for survey control.
 AK1124
 AK1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK1124.See file dsdata.pdf to determine how the superseded data were derived.
 AK1124
 AK1124_MARKER: DS = TRIANGULATION STATION DISK
 AK1124_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK1124_SP_SET: CAMERA PAD
 AK1124_STAMPING: 39 B-4 1966
 AK1124_MARK LOGO: CGS
 AK1124_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK1124
 AK1124  HISTORY     - Date     Condition        Report By
 AK1124  HISTORY     - 1966     MONUMENTED       CGS
 AK1124  HISTORY     - 1967     GOOD             CGS
 AK1124
 AK1124                          STATION DESCRIPTION
 AK1124
 AK1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK1124'LOCATED ON KENNEDY SPACE CENTER, AT COMPLEX 39B, NEAR CZR CAMERA
 AK1124'PAD NO.4, WHICH IS SOUTHWEST OF THE LAUNCH PAD.  IT IS 60 FEET NORTH
 AK1124'OF THE NORTH EDGE OF THE COMPLEX DRIVE, 25 FEET SOUTHWEST OF THE
 AK1124'NORTHEAST EDGE OF THE CAMERA PAD AND 2 FEET SOUTHWEST OF THE
 AK1124'SOUTHWEST EDGE OF THE PAD.  A STANDARD TRIANGULATION STATION DISK
 AK1124'SET IN THE TOP OF A 12 INCH CONCRETE POST, AND STAMPED 39B-4
 AK1124'1966.
 AK1124'
 AK1124'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 AK1124
 AK1124                          STATION RECOVERY (1967)
 AK1124
 AK1124'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 AK1124'AT CAPE KENNEDY.
 AK1124'FROM THE ENTRANCE AND GUARD GATE AT COMPLEX 39 B, FOLLOW THE
 AK1124'PERIMETER ROAD WESTERLY AROUND COMPLEX FOR 0.1 MILE TO A ROAD
 AK1124'LEADING TO THE TOP OF THE CAMERA PAD, FOLLOW THE ROAD FOR 0.05
 AK1124'MILE TO THE TOP OF THE CAMERA PAD AND MARK AS DESCRIBED.  THE
 AK1124'DISK IS SET IN THE CENTER OF A 10 BY 10 INCH CONCRETE POST AND
 AK1124'PROJECTS 2 INCHES.  IT IS 41.8 FEET WEST OF TELEVISION DISTRIBUTOR
 AK1124'BOX NO. 24 AND 2.8 FEET SOUTH OF THE SOUTH EDGE OF A BLACKTOPPED
 AK1124'DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0891 ***********************************************************************
 AK0891  DESIGNATION -  39 B 6
 AK0891  PID         -  AK0891
 AK0891  STATE/COUNTY-  FL/BREVARD
 AK0891  COUNTRY     -  US
 AK0891  USGS QUAD   -  WILSON OE E (2018)
 AK0891
 AK0891                         *CURRENT SURVEY CONTROL
 AK0891  ______________________________________________________________________
 AK0891* NAD 83(1990) POSITION- 28 37 46.02143(N) 080 37 26.38263(W)   ADJUSTED
 AK0891* NAVD 88 ORTHO HEIGHT -     5.065 (meters)       16.62  (feet) ADJUSTED
 AK0891  ______________________________________________________________________
 AK0891  GEOID HEIGHT    -        -28.240 (meters)                     GEOID18
 AK0891  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 AK0891  DYNAMIC HEIGHT  -          5.058 (meters)       16.59  (feet) COMP
 AK0891  MODELED GRAVITY -    979,240.7   (mgal)                       NAVD 88
 AK0891
 AK0891  HORZ ORDER      -  SECOND
 AK0891  VERT ORDER      -  FIRST     CLASS II
 AK0891
 AK0891.The horizontal coordinates were established by classical geodetic methods
 AK0891.and adjusted by the National Geodetic Survey in May 1991.
 AK0891
 AK0891.The orthometric height was determined by differential leveling and
 AK0891.adjusted by the NATIONAL GEODETIC SURVEY
 AK0891.in June 1991.
 AK0891
 AK0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0891.GEOID18 height accuracy estimate available here.
 AK0891
 AK0891.Click photographs - Photos may exist for this station.
 AK0891
 AK0891.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK0891
 AK0891.The dynamic height is computed by dividing the NAVD 88
 AK0891.geopotential number by the normal gravity value computed on the
 AK0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0891.degrees latitude (g = 980.6199 gals.).
 AK0891
 AK0891.The modeled gravity was interpolated from observed gravity values.
 AK0891
 AK0891. The following values were computed from the NAD 83(1990) position.
 AK0891
 AK0891;                    North         East     Units Scale Factor Converg.
 AK0891;SPC FL E     -   476,021.243   236,765.382   MT  0.99995785   +0 10 48.6
 AK0891;SPC FL E     - 1,561,746.36    776,787.76   sFT  0.99995785   +0 10 48.6
 AK0891;UTM  17      - 3,166,990.808   536,752.837   MT  0.99961667   +0 10 48.6
 AK0891
 AK0891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK0891!SPC FL E     -   1.00000364  x   0.99995785  =   0.99996149
 AK0891!UTM  17      -   1.00000364  x   0.99961667  =   0.99962031
 AK0891
 AK0891:                Primary Azimuth Mark                     Grid Az
 AK0891:SPC FL E     -  39 B 1                                   088 22 42.8
 AK0891:UTM  17      -  39 B 1                                   088 22 42.8
 AK0891
 AK0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3675266990(NAD 83)
 AK0891
 AK0891|---------------------------------------------------------------------|
 AK0891| PID    Reference Object                     Distance      Geod. Az  |
 AK0891|                                                           dddmmss.s |
 AK0891| AK0888 39 B 1                              APPROX. 0.6 KM 0883331.4 |
 AK0891|---------------------------------------------------------------------|
 AK0891
 AK0891                          SUPERSEDED SURVEY CONTROL
 AK0891
 AK0891  NAD 83(1986)-  28 37 46.02721(N)    080 37 26.39473(W) AD(       ) 2
 AK0891  NAD 27      -  28 37 45.04967(N)    080 37 27.22001(W) AD(       ) 2
 AK0891  NGVD 29 (??/??/92)    5.448  (m)           17.87   (f) ADJ UNCH    1 2
 AK0891  NGVD 29               5.45   (m)           17.9    (f) LEVELING    3  
 AK0891
 AK0891.Superseded values are not recommended for survey control.
 AK0891
 AK0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0891.See file dsdata.pdf to determine how the superseded data were derived.
 AK0891
 AK0891_MARKER: DS = TRIANGULATION STATION DISK
 AK0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0891_STAMPING: 39 B-6 1966
 AK0891_MARK LOGO: CGS
 AK0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0891+STABILITY: SURFACE MOTION
 AK0891
 AK0891  HISTORY     - Date     Condition        Report By
 AK0891  HISTORY     - 1966     MONUMENTED       CGS
 AK0891  HISTORY     - 1967     GOOD             CGS
 AK0891
 AK0891                          STATION DESCRIPTION
 AK0891
 AK0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK0891'LOCATED ON KENNEDY SPACE CENTER, AT COMPLEX 39B, NEAR CZR CAMERA
 AK0891'PAD NO.6, WHICH IS NORTHWEST OF THE LAUNCH PAD.  IT IS 64 FEET NORTH
 AK0891'OF THE NORTHWEST CORNER OF THE PAD, 25 FEET NORTHWEST OF THE
 AK0891'SOUTHEAST EDGE OF THE PAD, AND 2 FEET NORTHWEST OF THE NORTHWEST
 AK0891'EDGE OF THE PAD.  A STANDARD TRIANGULATION STATION DISK SET IN
 AK0891'THE TOP OF A 12 INCH CONCRETE POST AND STAMPED 39B-6 1966.
 AK0891
 AK0891                          STATION RECOVERY (1967)
 AK0891
 AK0891'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967
 AK0891'AT CAPE KENNEDY.
 AK0891'FROM THE ENTRANCE AND GUARD GATE AT COMPLEX 39-B, FOLLOW THE
 AK0891'PERIMETER ROAD WESTERLY AROUND THE COMPLEX FOR 0.65 MILE TO A
 AK0891'ROAD LEADING TO THE TOP OF THE CAMERA PAD, FOLLOW THE ROAD FOR
 AK0891'0.05 MILE TO THE TOP OF THE CAMERA PAD AND MARK AS DESCRIBED.
 AK0891'THE DISK IS SET IN THE CENTER OF A 10 BY 10 INCH CONCRETE POST
 AK0891'AND PROJECTS 1 INCH.  IT IS 2 FEET WEST OF THE WEST EDGE OF A
 AK0891'BLACKTOPPED DRIVE TO THE CAMERA SITE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD2400 ***********************************************************************
 BD2400  DESIGNATION -  39.04
 BD2400  PID         -  BD2400
 BD2400  STATE/COUNTY-  FL/TAYLOR
 BD2400  COUNTRY     -  US
 BD2400  USGS QUAD   -  PERRY (2018)
 BD2400
 BD2400                         *CURRENT SURVEY CONTROL
 BD2400  ______________________________________________________________________
 BD2400* NAD 83(1986) POSITION- 30 03 32.9    (N) 083 35 18.4    (W)   HD_HELD2
 BD2400* NAVD 88 ORTHO HEIGHT -    11.685 (meters)       38.34  (feet) ADJUSTED
 BD2400  ______________________________________________________________________
 BD2400  GEOID HEIGHT    -        -27.768 (meters)                     GEOID18
 BD2400  DYNAMIC HEIGHT  -         11.670 (meters)       38.29  (feet) COMP
 BD2400  MODELED GRAVITY -    979,320.1   (mgal)                       NAVD 88
 BD2400
 BD2400  VERT ORDER      -  SECOND    CLASS I
 BD2400
 BD2400.The horizontal coordinates were established by autonomous hand held GPS
 BD2400.observations and have an estimated accuracy of +/- 10 meters.
 BD2400
 BD2400.The orthometric height was determined by differential leveling and
 BD2400.adjusted by the NATIONAL GEODETIC SURVEY
 BD2400.in June 1991.
 BD2400
 BD2400.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD2400.GEOID18 height accuracy estimate available here.
 BD2400
 BD2400.Click photographs - Photos may exist for this station.
 BD2400
 BD2400.The dynamic height is computed by dividing the NAVD 88
 BD2400.geopotential number by the normal gravity value computed on the
 BD2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2400.degrees latitude (g = 980.6199 gals.).
 BD2400
 BD2400.The modeled gravity was interpolated from observed gravity values.
 BD2400
 BD2400;                    North         East    Units  Estimated Accuracy
 BD2400;SPC FL N     -   117,754.      687,895.      MT  (+/- 10 meters HH2 GPS)
 BD2400
 BD2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP5045628163(NAD 83)
 BD2400
 BD2400                          SUPERSEDED SURVEY CONTROL
 BD2400
 BD2400.No superseded survey control is available for this station.
 BD2400
 BD2400_STAMPING: 39.04
 BD2400_MARK LOGO: FLDT
 BD2400
 BD2400  HISTORY     - Date     Condition        Report By
 BD2400  HISTORY     - UNK      MONUMENTED       FLDT
 BD2400  HISTORY     - 1979     GOOD             FLDNR
 BD2400  HISTORY     - 20191031 MARK NOT FOUND   FLDEP
 BD2400
 BD2400                          STATION DESCRIPTION
 BD2400
 BD2400'DESCRIBED BY FL DEPT OF NAT RES 1979
 BD2400'2.8 MI SOUTH FROM PERRY.
 BD2400'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 19/98/27A AND COUNTY ROAD C361-A
 BD2400'IN PERRY, PROCEED SOUTHERLY 2.8 MILES ALONG C361-A TO A BRIDGE OVER
 BD2400'THE FENHOLLOWAY RIVER AND THE MARK.  THE MARK BEARS 16.2 FEET SOUTH OF
 BD2400'C361-A CENTERLINE, 2.3 FEET NORTHEAST OF THE NORTH END OF A GUARDRAIL
 BD2400'AND 0.8 FOOT NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE.
 BD2400'THE MARK IS 1 FT ABOVE ROAD.
 BD2400
 BD2400                          STATION RECOVERY (2019)
 BD2400
 BD2400'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 BD2400'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 BD2400'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0251 ***********************************************************************
 AG0251  DESIGNATION -  390
 AG0251  PID         -  AG0251
 AG0251  STATE/COUNTY-  FL/PINELLAS
 AG0251  COUNTRY     -  US
 AG0251  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0251
 AG0251                         *CURRENT SURVEY CONTROL
 AG0251  ______________________________________________________________________
 AG0251* NAD 83(1986) POSITION- 27 50 49.     (N) 082 38 17.     (W)   SCALED
 AG0251* NAVD 88 ORTHO HEIGHT -     1.741 (meters)        5.71  (feet) ADJUSTED
 AG0251  ______________________________________________________________________
 AG0251  GEOID HEIGHT    -        -24.647 (meters)                     GEOID18
 AG0251  DYNAMIC HEIGHT  -          1.738 (meters)        5.70  (feet) COMP
 AG0251  MODELED GRAVITY -    979,180.1   (mgal)                       NAVD 88
 AG0251
 AG0251  VERT ORDER      -  SECOND    CLASS II
 AG0251
 AG0251.The horizontal coordinates were scaled from a map and have
 AG0251.an estimated accuracy of +/- 6 seconds.
 AG0251
 AG0251.The orthometric height was determined by differential leveling and
 AG0251.adjusted by the NATIONAL GEODETIC SURVEY
 AG0251.in June 1991.
 AG0251
 AG0251.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0251.GEOID18 height accuracy estimate available here.
 AG0251
 AG0251.Click photographs - Photos may exist for this station.
 AG0251
 AG0251.The dynamic height is computed by dividing the NAVD 88
 AG0251.geopotential number by the normal gravity value computed on the
 AG0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0251.degrees latitude (g = 980.6199 gals.).
 AG0251
 AG0251.The modeled gravity was interpolated from observed gravity values.
 AG0251
 AG0251;                    North         East    Units  Estimated Accuracy
 AG0251;SPC FL W     -   389,410.      137,150.      MT  (+/- 180 meters Scaled)
 AG0251
 AG0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387813(NAD 83)
 AG0251
 AG0251                          SUPERSEDED SURVEY CONTROL
 AG0251
 AG0251  NGVD 29 (??/??/92)    2.002  (m)            6.57   (f) ADJ UNCH    2 2
 AG0251
 AG0251.Superseded values are not recommended for survey control.
 AG0251
 AG0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0251.See file dsdata.pdf to determine how the superseded data were derived.
 AG0251
 AG0251_MARKER: DD = SURVEY DISK
 AG0251_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0251_SP_SET: INLET
 AG0251_STAMPING: 390
 AG0251_MARK LOGO: FLHD
 AG0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0251+STABILITY: SURFACE MOTION
 AG0251
 AG0251  HISTORY     - Date     Condition        Report By
 AG0251  HISTORY     - UNK      MONUMENTED       FLHD
 AG0251  HISTORY     - 1976     GOOD             NGS
 AG0251  HISTORY     - 19990209 MARK NOT FOUND   USPSQD
 AG0251  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 AG0251  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 AG0251
 AG0251                          STATION DESCRIPTION
 AG0251
 AG0251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0251'IN ST PETERSBURG.
 AG0251'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0251'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH ST. FOR 1.20
 AG0251'MILES.  STATION ON LEFT, 47.2 FT. EAST OF THE CENTERLINE OF 4TH ST.
 AG0251'N., 293.8 FT. SOUTH OF THE CENTERLINE OF 83RD AVE. N.  SET IN TOP OF
 AG0251'CONCRETE INLET.  SECTION 30, T30S, R17E.
 AG0251
 AG0251                          STATION RECOVERY (1999)
 AG0251
 AG0251'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0251'MARK NOT FOUND.
 AG0251
 AG0251                          STATION RECOVERY (2001)
 AG0251
 AG0251'RECOVERY NOTE BY US POWER SQUADRON 2001
 AG0251'MARK NOT FOUND.
 AG0251
 AG0251                          STATION RECOVERY (2003)
 AG0251
 AG0251'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG0251'STREET WIDENED. NO INLET AT LOCATION DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6646 ***********************************************************************
 DP6646  DESIGNATION -  391
 DP6646  PID         -  DP6646
 DP6646  STATE/COUNTY-  FL/MANATEE
 DP6646  COUNTRY     -  US
 DP6646  USGS QUAD   -  PALMETTO (2018)
 DP6646
 DP6646                         *CURRENT SURVEY CONTROL
 DP6646  ______________________________________________________________________
 DP6646* NAD 83(1986) POSITION- 27 35 16.7    (N) 082 32 23.8    (W)   HD_HELD2
 DP6646* NAVD 88 ORTHO HEIGHT -     5.470 (meters)       17.95  (feet) ADJUSTED
 DP6646  ______________________________________________________________________
 DP6646  GEOID HEIGHT    -        -24.576 (meters)                     GEOID18
 DP6646  DYNAMIC HEIGHT  -          5.462 (meters)       17.92  (feet) COMP
 DP6646  MODELED GRAVITY -    979,148.5   (mgal)                       NAVD 88
 DP6646
 DP6646  VERT ORDER      -  FIRST     CLASS II
 DP6646
 DP6646.The horizontal coordinates were established by autonomous hand held GPS
 DP6646.observations and have an estimated accuracy of +/- 10 meters.
 DP6646
 DP6646.The orthometric height was determined by differential leveling and
 DP6646.adjusted by the NATIONAL GEODETIC SURVEY
 DP6646.in April 2015.
 DP6646
 DP6646.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6646.GEOID18 height accuracy estimate available here.
 DP6646
 DP6646.Click photographs - Photos may exist for this station.
 DP6646
 DP6646.The dynamic height is computed by dividing the NAVD 88
 DP6646.geopotential number by the normal gravity value computed on the
 DP6646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6646.degrees latitude (g = 980.6199 gals.).
 DP6646
 DP6646.The modeled gravity was interpolated from observed gravity values.
 DP6646
 DP6646;                    North         East    Units  Estimated Accuracy
 DP6646;SPC FL W     -   360,669.      146,692.      MT  (+/- 10 meters HH2 GPS)
 DP6646
 DP6646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4800652507(NAD 83)
 DP6646
 DP6646                          SUPERSEDED SURVEY CONTROL
 DP6646
 DP6646.No superseded survey control is available for this station.
 DP6646
 DP6646_MARKER: DD = SURVEY DISK
 DP6646_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP6646_SP_SET: BRIDGE GAUARDRAIL
 DP6646_STAMPING: BM 391
 DP6646_MARK LOGO: FLDT
 DP6646_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6646+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2014
 DP6646
 DP6646  HISTORY     - Date     Condition        Report By
 DP6646  HISTORY     - UNK      MONUMENTED       FLDT
 DP6646  HISTORY     - 20140926 GOOD             FLDEP
 DP6646
 DP6646                          STATION DESCRIPTION
 DP6646
 DP6646'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6646'THE MARK IS ABOUT 7.0 MI (11.3 KM) WEST OF PARRISH, 6.5 MI (10.5 KM)
 DP6646'NORTH-NORTHEAST OF BRADENTON, 5.0 MI (8.0 KM) NORTH-NORTHEAST OF
 DP6646'PALMETTO, IN SECTION 19, TOWNSHIP 33 SOUTH, RANGE 18 EAST.
 DP6646'
 DP6646'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DP6646'TRAIL) AND THE I-75 UNDERPASS IN RUBONIA, GO NORTH ON U.S. HIGHWAY 41
 DP6646'(TAMIAMI TRAIL) FOR 0.15 MI (0.2 KM) TO A BRIDGE OVER THE FROG CREEK,
 DP6646'A STREAM GAUGE ON THE RIGHT AND THE MARK ON THE RIGHT, SET FLUSH IN
 DP6646'THE TOP OF THE SOUTHEAST CORNER OF THE BRIDGE GUARDRAIL OF U.S.
 DP6646'HIGHWAY 41 (TAMIAMI TRAIL) NORTHBOUND LANES ABOUT 2.8 FT (0.9 M) ABOVE
 DP6646'THE LEVEL OF U.S. HIGHWAY 41 (TAMIAMI TRAIL).
 DP6646'
 DP6646'LOCATED 220.7 FT (67.3 M) SOUTHEAST OF SURVEY MARK 26070, 43.0 FT
 DP6646'(13.1 M) EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 41
 DP6646'(TAMIAMI TRAIL) NORTHBOUND LANES, 19.1 FT (5.8 M) NORTH OF A CARSONITE
 DP6646'WITNESS POST AND 0.7 FT (21 CM) NORTH OF THE SOUTH END OF THE CONCRETE
 DP6646'GUARDRAIL.
 DP6646'
 DP6646'NOTE THIS IS AN FLDOT DISK WITH AN UNKNOWN SETTING DATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0243 ***********************************************************************
 AG0243  DESIGNATION -  392
 AG0243  PID         -  AG0243
 AG0243  STATE/COUNTY-  FL/PINELLAS
 AG0243  COUNTRY     -  US
 AG0243  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0243
 AG0243                         *CURRENT SURVEY CONTROL
 AG0243  ______________________________________________________________________
 AG0243* NAD 83(1986) POSITION- 27 50 31.     (N) 082 38 17.     (W)   SCALED
 AG0243* NAVD 88 ORTHO HEIGHT -     1.790 (meters)        5.87  (feet) ADJUSTED
 AG0243  ______________________________________________________________________
 AG0243  GEOID HEIGHT    -        -24.639 (meters)                     GEOID18
 AG0243  DYNAMIC HEIGHT  -          1.787 (meters)        5.86  (feet) COMP
 AG0243  MODELED GRAVITY -    979,179.7   (mgal)                       NAVD 88
 AG0243
 AG0243  VERT ORDER      -  SECOND    CLASS II
 AG0243
 AG0243.The horizontal coordinates were scaled from a map and have
 AG0243.an estimated accuracy of +/- 6 seconds.
 AG0243
 AG0243.The orthometric height was determined by differential leveling and
 AG0243.adjusted by the NATIONAL GEODETIC SURVEY
 AG0243.in June 1991.
 AG0243
 AG0243.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0243.GEOID18 height accuracy estimate available here.
 AG0243
 AG0243.Click photographs - Photos may exist for this station.
 AG0243
 AG0243.The dynamic height is computed by dividing the NAVD 88
 AG0243.geopotential number by the normal gravity value computed on the
 AG0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0243.degrees latitude (g = 980.6199 gals.).
 AG0243
 AG0243.The modeled gravity was interpolated from observed gravity values.
 AG0243
 AG0243;                    North         East    Units  Estimated Accuracy
 AG0243;SPC FL W     -   388,860.      137,150.      MT  (+/- 180 meters Scaled)
 AG0243
 AG0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386807(NAD 83)
 AG0243
 AG0243                          SUPERSEDED SURVEY CONTROL
 AG0243
 AG0243  NGVD 29 (??/??/92)    2.052  (m)            6.73   (f) ADJ UNCH    2 2
 AG0243
 AG0243.Superseded values are not recommended for survey control.
 AG0243
 AG0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0243.See file dsdata.pdf to determine how the superseded data were derived.
 AG0243
 AG0243_MARKER: DD = SURVEY DISK
 AG0243_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0243_SP_SET: INLET
 AG0243_STAMPING: 392
 AG0243_MARK LOGO: FLHD
 AG0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0243+STABILITY: SURFACE MOTION
 AG0243
 AG0243  HISTORY     - Date     Condition        Report By
 AG0243  HISTORY     - UNK      MONUMENTED       FLHD
 AG0243  HISTORY     - 1976     GOOD             NGS
 AG0243  HISTORY     - 19990209 MARK NOT FOUND   USPSQD
 AG0243  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 AG0243
 AG0243                          STATION DESCRIPTION
 AG0243
 AG0243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0243'IN ST PETERSBURG.
 AG0243'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0243'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH ST. FOR 1.50
 AG0243'MILES.  STATION ON LEFT, N.E. CORNER, 47.4 FT. EAST OF THE CENTERLINE
 AG0243'OF 4TH ST., 55.0 FT. NORTH OF THE CENTERLINE OF 78TH AVE. N.  SET IN
 AG0243'TOP OF CONCRETE INLET.  SECTION 30, T30S, R17E.
 AG0243
 AG0243                          STATION RECOVERY (1999)
 AG0243
 AG0243'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0243'MARK NOT FOUND.
 AG0243
 AG0243                          STATION RECOVERY (2001)
 AG0243
 AG0243'RECOVERY NOTE BY US POWER SQUADRON 2001
 AG0243'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9458 ***********************************************************************
 AG9458  DESIGNATION -  3921 31 002
 AG9458  PID         -  AG9458
 AG9458  STATE/COUNTY-  FL/SARASOTA
 AG9458  COUNTRY     -  US
 AG9458  USGS QUAD   -  MYAKKA RIVER (2018)
 AG9458
 AG9458                         *CURRENT SURVEY CONTROL
 AG9458  ______________________________________________________________________
 AG9458* NAD 83(2011) POSITION- 27 01 58.91302(N) 082 15 01.56419(W)   ADJUSTED
 AG9458* NAD 83(2011) ELLIP HT-   -22.592 (meters)        (06/27/12)   ADJUSTED
 AG9458* NAD 83(2011) EPOCH   -  2010.00
 AG9458* NAVD 88 ORTHO HEIGHT -     1.4   (meters)        5.    (feet) GPS OBS
 AG9458  ______________________________________________________________________
 AG9458  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9458  GEOID HEIGHT    -        -24.730 (meters)                     GEOID93
 AG9458  GEOID HEIGHT    -        -23.943 (meters)                     GEOID18
 AG9458  NAD 83(2011) X  -    766,612.280 (meters)                     COMP
 AG9458  NAD 83(2011) Y  - -5,633,280.216 (meters)                     COMP
 AG9458  NAD 83(2011) Z  -  2,881,465.916 (meters)                     COMP
 AG9458  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 AG9458
 AG9458  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9458  Standards:
 AG9458         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9458            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9458  -------------------------------------------------------------------
 AG9458  NETWORK    1.95   3.92           0.78   0.81   2.00      0.06709026
 AG9458  -------------------------------------------------------------------
 AG9458  Click here for local accuracies and other accuracy information.
 AG9458
 AG9458.The horizontal coordinates were established by GPS observations
 AG9458.and adjusted by the National Geodetic Survey in June 2012.
 AG9458
 AG9458.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9458.been affixed to the stable North American tectonic plate. See 
 AG9458.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9458
 AG9458.The horizontal coordinates are valid at the epoch date displayed above
 AG9458.which is a decimal equivalence of Year/Month/Day.
 AG9458
 AG9458.The orthometric height was determined by GPS observations and a
 AG9458.high-resolution geoid model.
 AG9458
 AG9458.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9458.GEOID18 height accuracy estimate available here.
 AG9458
 AG9458.Click photographs - Photos may exist for this station.
 AG9458
 AG9458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9458
 AG9458.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9458
 AG9458.The ellipsoidal height was determined by GPS observations
 AG9458.and is referenced to NAD 83.
 AG9458
 AG9458. The following values were computed from the NAD 83(2011) position.
 AG9458
 AG9458;                    North         East     Units Scale Factor Converg.
 AG9458;SPC FL W     -   299,088.521   175,151.833   MT  0.99994880   -0 06 49.8
 AG9458;SPC FL W     -   981,259.59    574,643.97   sFT  0.99994880   -0 06 49.8
 AG9458;UTM  17      - 2,990,708.992   375,968.356   MT  0.99978991   -0 34 06.2
 AG9458
 AG9458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9458!SPC FL W     -   1.00000355  x   0.99994880  =   0.99995235
 AG9458!UTM  17      -   1.00000355  x   0.99978991  =   0.99979346
 AG9458
 AG9458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7596890708(NAD 83)
 AG9458
 AG9458                          SUPERSEDED SURVEY CONTROL
 AG9458
 AG9458  NAD 83(2007)-  27 01 58.91308(N)    082 15 01.56481(W) AD(2002.00) 0
 AG9458  ELLIP H (02/10/07)  -22.577  (m)                       GP(2002.00)    
 AG9458  NAD 83(1999)-  27 01 58.91305(N)    082 15 01.56540(W) AD(       ) 1
 AG9458  ELLIP H (07/06/01)  -22.586  (m)                       GP(       ) 4 2
 AG9458  NAD 83(1990)-  27 01 58.91150(N)    082 15 01.56474(W) AD(       ) 1
 AG9458  ELLIP H (11/12/93)  -22.567  (m)                       GP(       ) 4 1
 AG9458
 AG9458.Superseded values are not recommended for survey control.
 AG9458
 AG9458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9458.See file dsdata.pdf to determine how the superseded data were derived.
 AG9458
 AG9458_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9458_STAMPING: GPS 1992 3921-31-002 9288
 AG9458_MARK LOGO: FL-015
 AG9458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9458+STABILITY: SURFACE MOTION
 AG9458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9458+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2013
 AG9458
 AG9458  HISTORY     - Date     Condition        Report By
 AG9458  HISTORY     - 1992     MONUMENTED       FL-015
 AG9458  HISTORY     - 19920922 GOOD             DENI
 AG9458  HISTORY     - 20040512 GOOD             DEWDAV
 AG9458  HISTORY     - 20131118 GOOD             MCKIM
 AG9458
 AG9458                          STATION DESCRIPTION
 AG9458
 AG9458'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9458'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9458'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 31, TWP 39S,
 AG9458'RGE 21E, AT THE CHARLOTTE/SARASOTA COUNTY LINE, 14.2 MI (22.9 KM)
 AG9458'NORTHWEST OF PUNTA GORDA.
 AG9458'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 41/TAMIAMI TRAIL
 AG9458'AND STATE ROUTE 776 IN MURDOCK, GO NORTHWESTERLY 3.9 MI (6.3 KM) ON
 AG9458'U.S. 41 TO CORNELIUS BOULEVARD (JUST SOUTH OF THE CHARLOTTE/SARASOTA
 AG9458'COUNTY LINE), THEN SOUTHWEST 0.1 MI (0.2 KM) TO CHANCELLOR BOULEVARD,
 AG9458'THEN NORTHWEST (RIGHT) AND WEST ON CHANCELLOR BOULEVARD 2.85 MI
 AG9458'(4.59 KM) TO A CURVE TO THE LEFT, THE NORTH PORT YACHT CLUB AND THE
 AG9458'STATION ON THE RIGHT.
 AG9458'STATION IS 36.0 FT (11.0 M) NORTHWEST OF THE CENTERLINE OF CHANCELLOR
 AG9458'BOULEVARD, 68.3 FT (20.8 M) EAST NORTHEAST OF THE CENTERLINE OF
 AG9458'MCDILL DRIVE EXTENDED NORTHWEST, 24.3 FT (7.4 M) EAST NORTHEAST OF
 AG9458'THE CENTERLINE OF THE ENTRANCE DRIVE OF THE NORTH PORT YACHT CLUB,
 AG9458'74.5 FT (22.7 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE YACHT CLUB
 AG9458'BUILDING, 35.8 FT (10.9 M) WEST OF A FIRE HYDRANT, 53.7 FT (16.4 M)
 AG9458'EAST OF A POWER POLE, 3.0 FT (0.9 M) SOUTH OF A WITNESS POST.
 AG9458'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9458'DISK SET IN TOP OF A 12 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW
 AG9458'GROUND LEVEL.
 AG9458
 AG9458                          STATION RECOVERY (2004)
 AG9458
 AG9458'RECOVERY NOTE BY DEWBERRY DAVIS 2004 (KEC)
 AG9458'RECOVERED IN GOOD CONDITION.
 AG9458
 AG9458                          STATION RECOVERY (2013)
 AG9458
 AG9458'RECOVERY NOTE BY MCKIM AND CREED 2013 (DSC)
 AG9458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0244 ***********************************************************************
 AG0244  DESIGNATION -  393
 AG0244  PID         -  AG0244
 AG0244  STATE/COUNTY-  FL/PINELLAS
 AG0244  COUNTRY     -  US
 AG0244  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0244
 AG0244                         *CURRENT SURVEY CONTROL
 AG0244  ______________________________________________________________________
 AG0244* NAD 83(1986) POSITION- 27 50 13.     (N) 082 38 17.     (W)   SCALED
 AG0244* NAVD 88 ORTHO HEIGHT -     1.717 (meters)        5.63  (feet) ADJUSTED
 AG0244  ______________________________________________________________________
 AG0244  GEOID HEIGHT    -        -24.631 (meters)                     GEOID18
 AG0244  DYNAMIC HEIGHT  -          1.714 (meters)        5.62  (feet) COMP
 AG0244  MODELED GRAVITY -    979,179.3   (mgal)                       NAVD 88
 AG0244
 AG0244  VERT ORDER      -  SECOND    CLASS II
 AG0244
 AG0244.The horizontal coordinates were scaled from a map and have
 AG0244.an estimated accuracy of +/- 6 seconds.
 AG0244
 AG0244.The orthometric height was determined by differential leveling and
 AG0244.adjusted by the NATIONAL GEODETIC SURVEY
 AG0244.in June 1991.
 AG0244
 AG0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0244.GEOID18 height accuracy estimate available here.
 AG0244
 AG0244.Click photographs - Photos may exist for this station.
 AG0244
 AG0244.The dynamic height is computed by dividing the NAVD 88
 AG0244.geopotential number by the normal gravity value computed on the
 AG0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0244.degrees latitude (g = 980.6199 gals.).
 AG0244
 AG0244.The modeled gravity was interpolated from observed gravity values.
 AG0244
 AG0244;                    North         East    Units  Estimated Accuracy
 AG0244;SPC FL W     -   388,300.      137,150.      MT  (+/- 180 meters Scaled)
 AG0244
 AG0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386802(NAD 83)
 AG0244
 AG0244                          SUPERSEDED SURVEY CONTROL
 AG0244
 AG0244  NGVD 29 (??/??/92)    1.978  (m)            6.49   (f) ADJ UNCH    2 2
 AG0244
 AG0244.Superseded values are not recommended for survey control.
 AG0244
 AG0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0244.See file dsdata.pdf to determine how the superseded data were derived.
 AG0244
 AG0244_MARKER: DD = SURVEY DISK
 AG0244_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0244_SP_SET: INLET
 AG0244_STAMPING: 393
 AG0244_MARK LOGO: FLHD
 AG0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0244+STABILITY: SURFACE MOTION
 AG0244
 AG0244  HISTORY     - Date     Condition        Report By
 AG0244  HISTORY     - UNK      MONUMENTED       FLHD
 AG0244  HISTORY     - 1976     GOOD             NGS
 AG0244  HISTORY     - 19990209 MARK NOT FOUND   USPSQD
 AG0244  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 AG0244  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 AG0244
 AG0244                          STATION DESCRIPTION
 AG0244
 AG0244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0244'IN ST PETERSBURG.
 AG0244'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0244'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH ST. FOR 1.90
 AG0244'MILES TO THE INTERSECTION OF 72ND AVE. N.  STATION ON LEFT, S.E.
 AG0244'CORNER, 48.4 FT. EAST OF THE CENTERLINE OF 4TH ST., 42.7 FT. SOUTH OF
 AG0244'THE EXTENDED CENTERLINE OF 72ND AVE. N.  SET IN THE TOP OF A CONCRETE
 AG0244'INLET.  SECTION 30, T30S, R17E.
 AG0244
 AG0244                          STATION RECOVERY (1999)
 AG0244
 AG0244'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0244'MARK NOT FOUND.
 AG0244
 AG0244                          STATION RECOVERY (2001)
 AG0244
 AG0244'RECOVERY NOTE BY US POWER SQUADRON 2001
 AG0244'MARK NOT FOUND.
 AG0244
 AG0244                          STATION RECOVERY (2003)
 AG0244
 AG0244'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG0244'STREET WIDENED. NO INLET AT LOCATION DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO6353 ***********************************************************************
 DO6353  DESIGNATION -  393 B
 DO6353  PID         -  DO6353
 DO6353  STATE/COUNTY-  FL/HENDRY
 DO6353  COUNTRY     -  US
 DO6353  USGS QUAD   -  GODDENS STRAND (2018)
 DO6353
 DO6353                         *CURRENT SURVEY CONTROL
 DO6353  ______________________________________________________________________
 DO6353* NAD 83(1986) POSITION- 26 20 11.5    (N) 080 52 56.0    (W)   HD_HELD2
 DO6353* NAVD 88 ORTHO HEIGHT -     4.916 (meters)       16.13  (feet) ADJUSTED
 DO6353  ______________________________________________________________________
 DO6353  GEOID HEIGHT    -        -24.824 (meters)                     GEOID18
 DO6353  DYNAMIC HEIGHT  -          4.908 (meters)       16.10  (feet) COMP
 DO6353  MODELED GRAVITY -    979,054.9   (mgal)                       NAVD 88
 DO6353
 DO6353  VERT ORDER      -  FIRST     CLASS II
 DO6353
 DO6353.The horizontal coordinates were established by autonomous hand held GPS
 DO6353.observations and have an estimated accuracy of +/- 10 meters.
 DO6353
 DO6353.The orthometric height was determined by differential leveling and
 DO6353.adjusted by the NATIONAL GEODETIC SURVEY
 DO6353.in May 2013.
 DO6353
 DO6353.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO6353.GEOID18 height accuracy estimate available here.
 DO6353
 DO6353.Click photographs - Photos may exist for this station.
 DO6353
 DO6353.The dynamic height is computed by dividing the NAVD 88
 DO6353.geopotential number by the normal gravity value computed on the
 DO6353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO6353.degrees latitude (g = 980.6199 gals.).
 DO6353
 DO6353.The modeled gravity was interpolated from observed gravity values.
 DO6353
 DO6353;                    North         East    Units  Estimated Accuracy
 DO6353;SPC FL E     -   221,902.      211,757.      MT  (+/- 10 meters HH2 GPS)
 DO6353
 DO6353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK1175312958(NAD 83)
 DO6353
 DO6353                          SUPERSEDED SURVEY CONTROL
 DO6353
 DO6353.No superseded survey control is available for this station.
 DO6353
 DO6353_MARKER: DD = SURVEY DISK
 DO6353_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO6353_SP_SET: SIDEWALK STEP
 DO6353_STAMPING: B.M. 393 B 1997
 DO6353_MARK LOGO: SFLWMD
 DO6353_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO6353_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO6353_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO6353+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2009
 DO6353
 DO6353  HISTORY     - Date     Condition        Report By
 DO6353  HISTORY     - 1997     MONUMENTED       SFLWMD
 DO6353  HISTORY     - 20090415 GOOD             FLDEP
 DO6353
 DO6353                          STATION DESCRIPTION
 DO6353
 DO6353'DESCRIBED BY FL DEPT OF ENV PRO 2009 (JLM)
 DO6353'THE MARK IS ABOUT 27.4 MI (44.1 KM) SOUTH-SOUTHWEST OF BELLE GLADE,
 DO6353'24.9 MI (40.1 KM) SOUTH OF LAKE HARBOR, 21.6 MI (34.8 KM)
 DO6353'SOUTH-SOUTHWEST OF OKEELANTA, IN SECTION 1, TOWNSHIP 48 SOUTH, RANGE
 DO6353'34 EAST.
 DO6353'
 DO6353'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 (EXIT 49)
 DO6353'UNDER PASS AND SNAKE ROAD (JOSIE BILLIE HIGHWAY COUNTY ROAD 833) NEAR
 DO6353'ANDYTOWN, GO NORTH ON SNAKE ROAD (JOSIE BILLIE HIGHWAY COUNTY ROAD
 DO6353'833) FOR 11.05 MI (17.8 KM) TO THE JUNCTION OF HUFF BRIDGE ROAD ON THE
 DO6353'RIGHT (A LIME STONE ROAD LEADING NORTH).  TURN RIGHT ON HUFF BRIDGE
 DO6353'ROAD AND GO NORTH FOR 2.85 MI (4.6 KM) TO A 90 DEGREE TURN RIGHT AND
 DO6353'PUMP HOUSE STRUCTURE NUMBER G-409 ON THE RIGHT.  CONTINUE EAST ON THE
 DO6353'LIME STONE ROAD FOR 0.1 MI (0.2 KM) TO THE EAST END OF A SMALL WOODEN
 DO6353'BRIDGE.  CONTINUE EAST ON THE LIME STONE ROAD FOR ABOUT 75.0 FT (22.9
 DO6353'M) TO THE JUNCTION OF LEVEE ROAD L-3 ON THE LEFT.  TURN LEFT ON LEVEE
 DO6353'ROAD L-3 AND GO NORTHWEST FOR 0.1 MI (0.2 KM) TO THE SOUTHEAST END OF
 DO6353'A BRIDGE.  CONTINUE NORTHWEST ON LEVEE ROAD L-3 FOR 0.05 MI (0.1 KM)
 DO6353'TO THE JUNCTION OF A LEVEE ROAD ON THE RIGHT LEADING EAST AND THEN
 DO6353'NORTH.  TURN RIGHT ON THE LEVEE ROAD ON THE WEST SIDE OF THE CANAL
 DO6353'LEADING NORTH ALONG THE PALM BEACH HENDRY COUNTY LINE AND GO EAST AND
 DO6353'THEN NORTH FOR 0.25 MI (0.4 KM) TO FLOOD CONTROL STRUCTURE G-393B ON
 DO6353'THE LEFT AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE
 DO6353'SIDEWALK STEP OF FLOOD CONTROL STRUCTURE G-393B AND ABOUT 2.1 FT (0.6
 DO6353'M) BELOW THE LEVEL OF THE LEVEE ROAD.
 DO6353'
 DO6353'LOCATED 70.1 FT (21.4 M) SOUTH-SOUTHEAST OF SURVEY MARK G 393B DEP
 DO6353'2009, 18.8 FT (5.7 M) EAST OF A WATER ELEVATION GAGE, 15.8 FT (4.8 M)
 DO6353'WEST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 1.9 FT (0.6
 DO6353'M) NORTH OF THE SOUTHEAST CORNER OF FLOOD CONTROL STRUCTURE G-393B.
 DO6353'
 DO6353'NOTE FOR KEY TO ALL LOCKED GATES, CONTACT SOUTH FLORIDA WATER
 DO6353'MANAGEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0246 ***********************************************************************
 AG0246  DESIGNATION -  395
 AG0246  PID         -  AG0246
 AG0246  STATE/COUNTY-  FL/PINELLAS
 AG0246  COUNTRY     -  US
 AG0246  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0246
 AG0246                         *CURRENT SURVEY CONTROL
 AG0246  ______________________________________________________________________
 AG0246* NAD 83(1986) POSITION- 27 49 55.     (N) 082 38 17.     (W)   SCALED
 AG0246* NAVD 88 ORTHO HEIGHT -     1.771 (meters)        5.81  (feet) ADJUSTED
 AG0246  ______________________________________________________________________
 AG0246  GEOID HEIGHT    -        -24.623 (meters)                     GEOID18
 AG0246  DYNAMIC HEIGHT  -          1.769 (meters)        5.80  (feet) COMP
 AG0246  MODELED GRAVITY -    979,179.0   (mgal)                       NAVD 88
 AG0246
 AG0246  VERT ORDER      -  SECOND    CLASS II
 AG0246
 AG0246.The horizontal coordinates were scaled from a map and have
 AG0246.an estimated accuracy of +/- 6 seconds.
 AG0246
 AG0246.The orthometric height was determined by differential leveling and
 AG0246.adjusted by the NATIONAL GEODETIC SURVEY
 AG0246.in June 1991.
 AG0246
 AG0246.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0246.GEOID18 height accuracy estimate available here.
 AG0246
 AG0246.Click photographs - Photos may exist for this station.
 AG0246
 AG0246.The dynamic height is computed by dividing the NAVD 88
 AG0246.geopotential number by the normal gravity value computed on the
 AG0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0246.degrees latitude (g = 980.6199 gals.).
 AG0246
 AG0246.The modeled gravity was interpolated from observed gravity values.
 AG0246
 AG0246;                    North         East    Units  Estimated Accuracy
 AG0246;SPC FL W     -   387,750.      137,150.      MT  (+/- 180 meters Scaled)
 AG0246
 AG0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386796(NAD 83)
 AG0246
 AG0246                          SUPERSEDED SURVEY CONTROL
 AG0246
 AG0246  NGVD 29 (??/??/92)    2.034  (m)            6.67   (f) ADJ UNCH    2 2
 AG0246
 AG0246.Superseded values are not recommended for survey control.
 AG0246
 AG0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0246.See file dsdata.pdf to determine how the superseded data were derived.
 AG0246
 AG0246_MARKER: DD = SURVEY DISK
 AG0246_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0246_SP_SET: INLET
 AG0246_STAMPING: 395
 AG0246_MARK LOGO: FLHD
 AG0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0246+STABILITY: SURFACE MOTION
 AG0246
 AG0246  HISTORY     - Date     Condition        Report By
 AG0246  HISTORY     - UNK      MONUMENTED       FLHD
 AG0246  HISTORY     - 1976     GOOD             NGS
 AG0246  HISTORY     - 19990209 MARK NOT FOUND   USPSQD
 AG0246  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 AG0246  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 AG0246
 AG0246                          STATION DESCRIPTION
 AG0246
 AG0246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0246'IN ST PETERSBURG.
 AG0246'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0246'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH ST. FOR 2.35
 AG0246'MILES TO THE INTERSECTION OF MADISON CIRCLE N.  STATION ON LEFT, S.E.
 AG0246'CORNER, 47.8 FT. EAST OF THE CENTERLINE OF 4TH ST., 62.5 FT. SOUTH OF
 AG0246'THE CENTERLINE OF MADISON CIRCLE N.  SET IN THE TOP OF A CONCRETE
 AG0246'INLET.  SECTION 31, T30S, R17E.
 AG0246
 AG0246                          STATION RECOVERY (1999)
 AG0246
 AG0246'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0246'MARK NOT FOUND.
 AG0246
 AG0246                          STATION RECOVERY (2001)
 AG0246
 AG0246'RECOVERY NOTE BY US POWER SQUADRON 2001
 AG0246'MARK NOT FOUND.
 AG0246
 AG0246                          STATION RECOVERY (2003)
 AG0246
 AG0246'RECOVERY NOTE BY US POWER SQUADRON 2003
 AG0246'ROAD HAS BEEN WIDENED AND THE INLETS REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0247 ***********************************************************************
 AG0247  DESIGNATION -  396
 AG0247  PID         -  AG0247
 AG0247  STATE/COUNTY-  FL/PINELLAS
 AG0247  COUNTRY     -  US
 AG0247  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0247
 AG0247                         *CURRENT SURVEY CONTROL
 AG0247  ______________________________________________________________________
 AG0247* NAD 83(1986) POSITION- 27 49 31.     (N) 082 38 17.     (W)   SCALED
 AG0247* NAVD 88 ORTHO HEIGHT -     1.743 (meters)        5.72  (feet) ADJUSTED
 AG0247  ______________________________________________________________________
 AG0247  GEOID HEIGHT    -        -24.613 (meters)                     GEOID18
 AG0247  DYNAMIC HEIGHT  -          1.740 (meters)        5.71  (feet) COMP
 AG0247  MODELED GRAVITY -    979,178.4   (mgal)                       NAVD 88
 AG0247
 AG0247  VERT ORDER      -  SECOND    CLASS II
 AG0247
 AG0247.The horizontal coordinates were scaled from a map and have
 AG0247.an estimated accuracy of +/- 6 seconds.
 AG0247
 AG0247.The orthometric height was determined by differential leveling and
 AG0247.adjusted by the NATIONAL GEODETIC SURVEY
 AG0247.in June 1991.
 AG0247
 AG0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0247.GEOID18 height accuracy estimate available here.
 AG0247
 AG0247.Click photographs - Photos may exist for this station.
 AG0247
 AG0247.The dynamic height is computed by dividing the NAVD 88
 AG0247.geopotential number by the normal gravity value computed on the
 AG0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0247.degrees latitude (g = 980.6199 gals.).
 AG0247
 AG0247.The modeled gravity was interpolated from observed gravity values.
 AG0247
 AG0247;                    North         East    Units  Estimated Accuracy
 AG0247;SPC FL W     -   387,010.      137,140.      MT  (+/- 180 meters Scaled)
 AG0247
 AG0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386789(NAD 83)
 AG0247
 AG0247                          SUPERSEDED SURVEY CONTROL
 AG0247
 AG0247  NGVD 29 (??/??/92)    2.005  (m)            6.58   (f) ADJ UNCH    2 2
 AG0247
 AG0247.Superseded values are not recommended for survey control.
 AG0247
 AG0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0247.See file dsdata.pdf to determine how the superseded data were derived.
 AG0247
 AG0247_MARKER: DD = SURVEY DISK
 AG0247_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0247_SP_SET: INLET
 AG0247_STAMPING: 396
 AG0247_MARK LOGO: FLHD
 AG0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0247+STABILITY: SURFACE MOTION
 AG0247
 AG0247  HISTORY     - Date     Condition        Report By
 AG0247  HISTORY     - UNK      MONUMENTED       FLHD
 AG0247  HISTORY     - 1976     GOOD             NGS
 AG0247  HISTORY     - 19990209 MARK NOT FOUND   USPSQD
 AG0247  HISTORY     - 20010331 MARK NOT FOUND   USPSQD
 AG0247  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 AG0247
 AG0247                          STATION DESCRIPTION
 AG0247
 AG0247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0247'IN ST PETERSBURG.
 AG0247'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0247'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH ST. FOR 2.70
 AG0247'MILES TO THE INTERSECTION OF MONROE CIRCLE N.  STATION ON LEFT, S.E.
 AG0247'CORNER, 48.6 FT. EAST OF THE CENTERLINE OF 4TH ST., 51.0 FT. SOUTH OF
 AG0247'THE CENTERLINE OF MONROE CIRCLE N.  SET IN THE TOP OF A CONCRETE
 AG0247'INLET.  SECTION 31, T30S, R17E.
 AG0247
 AG0247                          STATION RECOVERY (1999)
 AG0247
 AG0247'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0247'MARK NOT FOUND.
 AG0247
 AG0247                          STATION RECOVERY (2001)
 AG0247
 AG0247'RECOVERY NOTE BY US POWER SQUADRON 2001
 AG0247'MARK NOT FOUND.
 AG0247
 AG0247                          STATION RECOVERY (2003)
 AG0247
 AG0247'RECOVERY NOTE BY US POWER SQUADRON 2003
 AG0247'ROAD HAS BEEN WIDENED AND THE INLETS REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5322 ***********************************************************************
 AG5322  DESIGNATION -  397 E
 AG5322  PID         -  AG5322
 AG5322  STATE/COUNTY-  FL/PINELLAS
 AG5322  COUNTRY     -  US
 AG5322  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG5322
 AG5322                         *CURRENT SURVEY CONTROL
 AG5322  ______________________________________________________________________
 AG5322* NAD 83(1986) POSITION- 27 49 15.     (N) 082 38 19.     (W)   SCALED
 AG5322* NAVD 88 ORTHO HEIGHT -     1.091 (meters)        3.58  (feet) ADJUSTED
 AG5322  ______________________________________________________________________
 AG5322  GEOID HEIGHT    -        -24.605 (meters)                     GEOID18
 AG5322  DYNAMIC HEIGHT  -          1.090 (meters)        3.58  (feet) COMP
 AG5322  MODELED GRAVITY -    979,178.1   (mgal)                       NAVD 88
 AG5322
 AG5322  VERT ORDER      -  FIRST     CLASS I
 AG5322
 AG5322.The horizontal coordinates were scaled from a map and have
 AG5322.an estimated accuracy of +/- 6 seconds.
 AG5322
 AG5322.The orthometric height was determined by differential leveling and
 AG5322.adjusted by the NATIONAL GEODETIC SURVEY
 AG5322.in June 1991.
 AG5322
 AG5322.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5322.GEOID18 height accuracy estimate available here.
 AG5322
 AG5322.Click photographs - Photos may exist for this station.
 AG5322
 AG5322.The dynamic height is computed by dividing the NAVD 88
 AG5322.geopotential number by the normal gravity value computed on the
 AG5322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5322.degrees latitude (g = 980.6199 gals.).
 AG5322
 AG5322.The modeled gravity was interpolated from observed gravity values.
 AG5322
 AG5322;                    North         East    Units  Estimated Accuracy
 AG5322;SPC FL W     -   386,520.      137,080.      MT  (+/- 180 meters Scaled)
 AG5322
 AG5322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386784(NAD 83)
 AG5322
 AG5322                          SUPERSEDED SURVEY CONTROL
 AG5322
 AG5322  NGVD 29 (??/??/92)    1.354  (m)            4.44   (f) ADJ UNCH    1 1
 AG5322
 AG5322.Superseded values are not recommended for survey control.
 AG5322
 AG5322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5322.See file dsdata.pdf to determine how the superseded data were derived.
 AG5322
 AG5322_MARKER: DD = SURVEY DISK
 AG5322_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5322_SP_SET: CULVERT
 AG5322_STAMPING: E
 AG5322_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5322
 AG5322  HISTORY     - Date     Condition        Report By
 AG5322  HISTORY     - UNK      MONUMENTED       FLHD
 AG5322  HISTORY     - 1966     GOOD             CGS
 AG5322  HISTORY     - 1977     GOOD             FL-103
 AG5322  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AG5322
 AG5322                          STATION DESCRIPTION
 AG5322
 AG5322'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG5322'AT ST PETERSBURG.
 AG5322'AT ST. PETERSBURG, ABOUT 3.4 MILES NORTH ALONG N. 4TH STREET
 AG5322'FROM THE POST OFFICE, BETWEEN 53RD AND 54TH AVENUES NORTH, 10.6
 AG5322'FEET EAST OF THE EAST CURB OF THE STREET, ABOUT 2 FEET ABOVE THE
 AG5322'LEVEL OF THE STREET AND IN THE TOP NEAR THE CENTER OF THE EAST
 AG5322'CONCRETE HEAD WALL FOR A DOUBLE BOX CULVERT FOR A DRAINAGE
 AG5322'CANAL.
 AG5322
 AG5322                          STATION RECOVERY (1977)
 AG5322
 AG5322'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG5322'RECOVERED IN GOOD CONDITION.
 AG5322
 AG5322                          STATION RECOVERY (2003)
 AG5322
 AG5322'RECOVERY NOTE BY US POWER SQUADRON 2003 (TFK)
 AG5322'4TH STREET NOW 6 LANES - DRAINAGE CANAL 100 FEET EAST OF 4TH STREET -
 AG5322'SOUTH OF 54TH AVENUE - POST OFFICE NO LONGER IN AREA
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0249 ***********************************************************************
 AG0249  DESIGNATION -  398
 AG0249  PID         -  AG0249
 AG0249  STATE/COUNTY-  FL/PINELLAS
 AG0249  COUNTRY     -  US
 AG0249  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0249
 AG0249                         *CURRENT SURVEY CONTROL
 AG0249  ______________________________________________________________________
 AG0249* NAD 83(1986) POSITION- 27 49 01.     (N) 082 38 17.     (W)   SCALED
 AG0249* NAVD 88 ORTHO HEIGHT -     1.841 (meters)        6.04  (feet) ADJUSTED
 AG0249  ______________________________________________________________________
 AG0249  GEOID HEIGHT    -        -24.600 (meters)                     GEOID18
 AG0249  DYNAMIC HEIGHT  -          1.838 (meters)        6.03  (feet) COMP
 AG0249  MODELED GRAVITY -    979,177.8   (mgal)                       NAVD 88
 AG0249
 AG0249  VERT ORDER      -  SECOND    CLASS II
 AG0249
 AG0249.The horizontal coordinates were scaled from a map and have
 AG0249.an estimated accuracy of +/- 6 seconds.
 AG0249
 AG0249.The orthometric height was determined by differential leveling and
 AG0249.adjusted by the NATIONAL GEODETIC SURVEY
 AG0249.in June 1991.
 AG0249
 AG0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0249.GEOID18 height accuracy estimate available here.
 AG0249
 AG0249.Click photographs - Photos may exist for this station.
 AG0249
 AG0249.The dynamic height is computed by dividing the NAVD 88
 AG0249.geopotential number by the normal gravity value computed on the
 AG0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0249.degrees latitude (g = 980.6199 gals.).
 AG0249
 AG0249.The modeled gravity was interpolated from observed gravity values.
 AG0249
 AG0249;                    North         East    Units  Estimated Accuracy
 AG0249;SPC FL W     -   386,090.      137,140.      MT  (+/- 180 meters Scaled)
 AG0249
 AG0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL386780(NAD 83)
 AG0249
 AG0249                          SUPERSEDED SURVEY CONTROL
 AG0249
 AG0249  NGVD 29 (??/??/92)    2.105  (m)            6.91   (f) ADJ UNCH    2 2
 AG0249
 AG0249.Superseded values are not recommended for survey control.
 AG0249
 AG0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0249.See file dsdata.pdf to determine how the superseded data were derived.
 AG0249
 AG0249_MARKER: DD = SURVEY DISK
 AG0249_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0249_SP_SET: INLET
 AG0249_STAMPING: 398
 AG0249_MARK LOGO: FLHD
 AG0249_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0249
 AG0249  HISTORY     - Date     Condition        Report By
 AG0249  HISTORY     - UNK      MONUMENTED       FLHD
 AG0249  HISTORY     - 1976     GOOD             NGS
 AG0249  HISTORY     - 1991     GOOD             USPSQD
 AG0249  HISTORY     - 19980305 MARK NOT FOUND   USPSQD
 AG0249  HISTORY     - 20031024 MARK NOT FOUND   USPSQD
 AG0249  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 AG0249
 AG0249                          STATION DESCRIPTION
 AG0249
 AG0249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0249'IN ST PETERSBURG.
 AG0249'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0249'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH ST. FOR 3.30
 AG0249'MILES TO THE INTERSECTION OF 49TH AVE. N.  STATION ON LEFT, N.E.
 AG0249'CORNER, 49.0 FT. EAST OF THE CENTERLINE OF 4TH ST., 50.6 FT. NORTH OF
 AG0249'THE CENTERLINE OF 49TH AVE. N.  SET IN THE TOP OF A CONCRETE INLET.
 AG0249'SECTION 6, T31S, R17E.
 AG0249
 AG0249                          STATION RECOVERY (1991)
 AG0249
 AG0249'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0249'RECOVERED IN GOOD CONDITION.
 AG0249
 AG0249                          STATION RECOVERY (1998)
 AG0249
 AG0249'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0249'MARK NOT FOUND.
 AG0249
 AG0249                          STATION RECOVERY (2003)
 AG0249
 AG0249'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG0249'MARK NOT FOUND.
 AG0249
 AG0249                          STATION RECOVERY (2003)
 AG0249
 AG0249'RECOVERY NOTE BY US POWER SQUADRON 2003
 AG0249'ROAD HAS BEEN WIDENED AND THE INLETS REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6207 ***********************************************************************
 AK6207  DESIGNATION -  39A 1 REF 3
 AK6207  PID         -  AK6207
 AK6207  STATE/COUNTY-  FL/BREVARD
 AK6207  COUNTRY     -  US
 AK6207  USGS QUAD   -  FALSE CAPE (2018)
 AK6207
 AK6207                         *CURRENT SURVEY CONTROL
 AK6207  ______________________________________________________________________
 AK6207* NAD 83(1990) POSITION- 28 36 38.95809(N) 080 36 04.41803(W)   ADJUSTED
 AK6207* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 AK6207  ______________________________________________________________________
 AK6207  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 AK6207  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 AK6207  HORZ ORDER      -  SECOND
 AK6207
 AK6207.The horizontal coordinates were established by classical geodetic methods
 AK6207.and adjusted by the National Geodetic Survey in May 1991.
 AK6207
 AK6207.The orthometric height was scaled from a topographic map.
 AK6207
 AK6207.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6207.GEOID18 height accuracy estimate available here.
 AK6207
 AK6207.Click photographs - Photos may exist for this station.
 AK6207
 AK6207.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6207
 AK6207. The following values were computed from the NAD 83(1990) position.
 AK6207
 AK6207;                    North         East     Units Scale Factor Converg.
 AK6207;SPC FL E     -   473,963.939   238,998.511   MT  0.99995994   +0 11 27.4
 AK6207;SPC FL E     - 1,554,996.69    784,114.28   sFT  0.99995994   +0 11 27.4
 AK6207;UTM  17      - 3,164,934.206   538,985.204   MT  0.99961876   +0 11 27.4
 AK6207
 AK6207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6207!SPC FL E     -   1.00000371  x   0.99995994  =   0.99996365
 AK6207!UTM  17      -   1.00000371  x   0.99961876  =   0.99962247
 AK6207
 AK6207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3898564934(NAD 83)
 AK6207
 AK6207|---------------------------------------------------------------------|
 AK6207| PID    Reference Object                     Distance      Geod. Az  |
 AK6207|                                                           dddmmss.s |
 AK6207| AK6205 39A 1 REF 4                          57.803 METERS 14135     |
 AK6207| AK1141 39 A 1                               30.010 METERS 15705     |
 AK6207| AK6240 39A NE TARGET                       398.212 METERS 22457     |
 AK6207|---------------------------------------------------------------------|
 AK6207
 AK6207                          SUPERSEDED SURVEY CONTROL
 AK6207
 AK6207  NAD 83(1986)-  28 36 38.96414(N)    080 36 04.43096(W) AD(       ) 2
 AK6207  NAD 27      -  28 36 37.98424(N)    080 36 05.25650(W) AD(       ) 2
 AK6207
 AK6207.Superseded values are not recommended for survey control.
 AK6207
 AK6207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6207.See file dsdata.pdf to determine how the superseded data were derived.
 AK6207
 AK6207_MARKER: Z = SEE DESCRIPTION
 AK6207_SETTING: 0 = UNSPECIFIED SETTING
 AK6207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6207
 AK6207  HISTORY     - Date     Condition        Report By
 AK6207  HISTORY     - 1966     MONUMENTED       CGS
 AK6207
 AK6207                          STATION DESCRIPTION
 AK6207
 AK6207'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6207'SEE STATION 39 A1
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6205 ***********************************************************************
 AK6205  DESIGNATION -  39A 1 REF 4
 AK6205  PID         -  AK6205
 AK6205  STATE/COUNTY-  FL/BREVARD
 AK6205  COUNTRY     -  US
 AK6205  USGS QUAD   -  FALSE CAPE (2018)
 AK6205
 AK6205                         *CURRENT SURVEY CONTROL
 AK6205  ______________________________________________________________________
 AK6205* NAD 83(1990) POSITION- 28 36 37.48702(N) 080 36 03.09590(W)   ADJUSTED
 AK6205* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 AK6205  ______________________________________________________________________
 AK6205  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 AK6205  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 AK6205  HORZ ORDER      -  SECOND
 AK6205
 AK6205.The horizontal coordinates were established by classical geodetic methods
 AK6205.and adjusted by the National Geodetic Survey in May 1991.
 AK6205
 AK6205.The orthometric height was scaled from a topographic map.
 AK6205
 AK6205.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6205.GEOID18 height accuracy estimate available here.
 AK6205
 AK6205.Click photographs - Photos may exist for this station.
 AK6205
 AK6205.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6205
 AK6205. The following values were computed from the NAD 83(1990) position.
 AK6205
 AK6205;                    North         East     Units Scale Factor Converg.
 AK6205;SPC FL E     -   473,918.772   239,034.578   MT  0.99995997   +0 11 28.1
 AK6205;SPC FL E     - 1,554,848.50    784,232.61   sFT  0.99995997   +0 11 28.1
 AK6205;UTM  17      - 3,164,889.055   539,021.260   MT  0.99961879   +0 11 28.1
 AK6205
 AK6205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6205!SPC FL E     -   1.00000371  x   0.99995997  =   0.99996368
 AK6205!UTM  17      -   1.00000371  x   0.99961879  =   0.99962250
 AK6205
 AK6205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3902164889(NAD 83)
 AK6205
 AK6205|---------------------------------------------------------------------|
 AK6205| PID    Reference Object                     Distance      Geod. Az  |
 AK6205|                                                           dddmmss.s |
 AK6205| AK6240 39A NE TARGET                       395.717 METERS 23317     |
 AK6205| AK1141 39 A 1                               29.978 METERS 30604     |
 AK6205| AK6207 39A 1 REF 3                          57.803 METERS 32135     |
 AK6205|---------------------------------------------------------------------|
 AK6205
 AK6205                          SUPERSEDED SURVEY CONTROL
 AK6205
 AK6205  NAD 83(1986)-  28 36 37.49307(N)    080 36 03.10884(W) AD(       ) 2
 AK6205  NAD 27      -  28 36 36.51313(N)    080 36 03.93436(W) AD(       ) 2
 AK6205
 AK6205.Superseded values are not recommended for survey control.
 AK6205
 AK6205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6205.See file dsdata.pdf to determine how the superseded data were derived.
 AK6205
 AK6205_MARKER: Z = SEE DESCRIPTION
 AK6205_SETTING: 0 = UNSPECIFIED SETTING
 AK6205_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6205
 AK6205  HISTORY     - Date     Condition        Report By
 AK6205  HISTORY     - 1966     MONUMENTED       CGS
 AK6205
 AK6205                          STATION DESCRIPTION
 AK6205
 AK6205'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6205'SEE STATION 39 A1
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6204 ***********************************************************************
 AK6204  DESIGNATION -  39A 6 REF 1
 AK6204  PID         -  AK6204
 AK6204  STATE/COUNTY-  FL/BREVARD
 AK6204  COUNTRY     -  US
 AK6204  USGS QUAD   -  FALSE CAPE (2018)
 AK6204
 AK6204                         *CURRENT SURVEY CONTROL
 AK6204  ______________________________________________________________________
 AK6204* NAD 83(1990) POSITION- 28 36 37.07085(N) 080 36 27.67280(W)   ADJUSTED
 AK6204* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 AK6204  ______________________________________________________________________
 AK6204  GEOID HEIGHT    -        -28.249 (meters)                     GEOID18
 AK6204  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 AK6204  HORZ ORDER      -  SECOND
 AK6204
 AK6204.The horizontal coordinates were established by classical geodetic methods
 AK6204.and adjusted by the National Geodetic Survey in May 1991.
 AK6204
 AK6204.The orthometric height was scaled from a topographic map.
 AK6204
 AK6204.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6204.GEOID18 height accuracy estimate available here.
 AK6204
 AK6204.Click photographs - Photos may exist for this station.
 AK6204
 AK6204.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6204
 AK6204. The following values were computed from the NAD 83(1990) position.
 AK6204
 AK6204;                    North         East     Units Scale Factor Converg.
 AK6204;SPC FL E     -   473,903.753   238,366.965   MT  0.99995934   +0 11 16.3
 AK6204;SPC FL E     - 1,554,799.23    782,042.28   sFT  0.99995934   +0 11 16.3
 AK6204;UTM  17      - 3,164,874.040   538,353.874   MT  0.99961815   +0 11 16.3
 AK6204
 AK6204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6204!SPC FL E     -   1.00000371  x   0.99995934  =   0.99996305
 AK6204!UTM  17      -   1.00000371  x   0.99961815  =   0.99962186
 AK6204
 AK6204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3835364874(NAD 83)
 AK6204
 AK6204                          SUPERSEDED SURVEY CONTROL
 AK6204
 AK6204  NAD 83(1986)-  28 36 37.07692(N)    080 36 27.68538(W) AD(       ) 2
 AK6204  NAD 27      -  28 36 36.09682(N)    080 36 28.51057(W) AD(       ) 2
 AK6204
 AK6204.Superseded values are not recommended for survey control.
 AK6204
 AK6204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6204.See file dsdata.pdf to determine how the superseded data were derived.
 AK6204
 AK6204_MARKER: Z = SEE DESCRIPTION
 AK6204_SETTING: 0 = UNSPECIFIED SETTING
 AK6204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6204
 AK6204  HISTORY     - Date     Condition        Report By
 AK6204  HISTORY     - 1966     MONUMENTED       CGS
 AK6204
 AK6204                          STATION DESCRIPTION
 AK6204
 AK6204'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6204'SEE STATION 39 A6
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6206 ***********************************************************************
 AK6206  DESIGNATION -  39A 6 REF 2
 AK6206  PID         -  AK6206
 AK6206  STATE/COUNTY-  FL/BREVARD
 AK6206  COUNTRY     -  US
 AK6206  USGS QUAD   -  FALSE CAPE (2018)
 AK6206
 AK6206                         *CURRENT SURVEY CONTROL
 AK6206  ______________________________________________________________________
 AK6206* NAD 83(1990) POSITION- 28 36 38.04027(N) 080 36 26.04966(W)   ADJUSTED
 AK6206* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 AK6206  ______________________________________________________________________
 AK6206  GEOID HEIGHT    -        -28.250 (meters)                     GEOID18
 AK6206  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 AK6206  HORZ ORDER      -  SECOND
 AK6206
 AK6206.The horizontal coordinates were established by classical geodetic methods
 AK6206.and adjusted by the National Geodetic Survey in May 1991.
 AK6206
 AK6206.The orthometric height was scaled from a topographic map.
 AK6206
 AK6206.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6206.GEOID18 height accuracy estimate available here.
 AK6206
 AK6206.Click photographs - Photos may exist for this station.
 AK6206
 AK6206.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6206
 AK6206. The following values were computed from the NAD 83(1990) position.
 AK6206
 AK6206;                    North         East     Units Scale Factor Converg.
 AK6206;SPC FL E     -   473,933.740   238,410.961   MT  0.99995938   +0 11 17.1
 AK6206;SPC FL E     - 1,554,897.61    782,186.63   sFT  0.99995938   +0 11 17.1
 AK6206;UTM  17      - 3,164,904.018   538,397.855   MT  0.99961820   +0 11 17.1
 AK6206
 AK6206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6206!SPC FL E     -   1.00000371  x   0.99995938  =   0.99996309
 AK6206!UTM  17      -   1.00000371  x   0.99961820  =   0.99962191
 AK6206
 AK6206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3839764904(NAD 83)
 AK6206
 AK6206|---------------------------------------------------------------------|
 AK6206| PID    Reference Object                     Distance      Geod. Az  |
 AK6206|                                                           dddmmss.s |
 AK6206| AK6239 39A NW TARGET                       395.136 METERS 12956     |
 AK6206| AK1147 39 A 6                               29.976 METERS 20835     |
 AK6206| AK6204 39A 6 REF 1                          53.246 METERS 23555     |
 AK6206|---------------------------------------------------------------------|
 AK6206
 AK6206                          SUPERSEDED SURVEY CONTROL
 AK6206
 AK6206  NAD 83(1986)-  28 36 38.04631(N)    080 36 26.06229(W) AD(       ) 2
 AK6206  NAD 27      -  28 36 37.06622(N)    080 36 26.88743(W) AD(       ) 2
 AK6206
 AK6206.Superseded values are not recommended for survey control.
 AK6206
 AK6206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6206.See file dsdata.pdf to determine how the superseded data were derived.
 AK6206
 AK6206_MARKER: Z = SEE DESCRIPTION
 AK6206_SETTING: 0 = UNSPECIFIED SETTING
 AK6206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6206
 AK6206  HISTORY     - Date     Condition        Report By
 AK6206  HISTORY     - 1966     MONUMENTED       CGS
 AK6206
 AK6206                          STATION DESCRIPTION
 AK6206
 AK6206'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6206'SEE STATION 39 A6
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6236 ***********************************************************************
 AK6236  DESIGNATION -  39A BM 1
 AK6236  PID         -  AK6236
 AK6236  STATE/COUNTY-  FL/BREVARD
 AK6236  COUNTRY     -  US
 AK6236  USGS QUAD   -  FALSE CAPE (2018)
 AK6236
 AK6236                         *CURRENT SURVEY CONTROL
 AK6236  ______________________________________________________________________
 AK6236* NAD 83(1990) POSITION- 28 36 29.75371(N) 080 36 14.11515(W)   ADJUSTED
 AK6236* NAVD 88 ORTHO HEIGHT -     5.    (meters)       16.    (feet) SCALED
 AK6236  ______________________________________________________________________
 AK6236  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 AK6236  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 AK6236  HORZ ORDER      -  SECOND
 AK6236
 AK6236.The horizontal coordinates were established by classical geodetic methods
 AK6236.and adjusted by the National Geodetic Survey in May 1991.
 AK6236
 AK6236.The orthometric height was scaled from a topographic map.
 AK6236
 AK6236.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6236.GEOID18 height accuracy estimate available here.
 AK6236
 AK6236.Click photographs - Photos may exist for this station.
 AK6236
 AK6236.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6236
 AK6236. The following values were computed from the NAD 83(1990) position.
 AK6236
 AK6236;                    North         East     Units Scale Factor Converg.
 AK6236;SPC FL E     -   473,679.711   238,736.018   MT  0.99995969   +0 11 22.7
 AK6236;SPC FL E     - 1,554,064.19    783,253.09   sFT  0.99995969   +0 11 22.7
 AK6236;UTM  17      - 3,164,650.075   538,722.801   MT  0.99961850   +0 11 22.7
 AK6236
 AK6236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6236!SPC FL E     -   1.00000371  x   0.99995969  =   0.99996340
 AK6236!UTM  17      -   1.00000371  x   0.99961850  =   0.99962221
 AK6236
 AK6236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3872264650(NAD 83)
 AK6236
 AK6236|---------------------------------------------------------------------|
 AK6236| PID    Reference Object                     Distance      Geod. Az  |
 AK6236|                                                           dddmmss.s |
 AK6236| AK1155 THIRTY NINE A                        83.971 METERS 18912     |
 AK6236| CA9249 39A BM 1 RM 1                                      27010     |
 AK6236|---------------------------------------------------------------------|
 AK6236
 AK6236                          SUPERSEDED SURVEY CONTROL
 AK6236
 AK6236  NAD 83(1986)-  28 36 29.75988(N)    080 36 14.12795(W) AD(       ) 2
 AK6236  NAD 27      -  28 36 28.77949(N)    080 36 14.95324(W) AD(       ) 2
 AK6236
 AK6236.Superseded values are not recommended for survey control.
 AK6236
 AK6236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6236.See file dsdata.pdf to determine how the superseded data were derived.
 AK6236
 AK6236_MARKER: Z = SEE DESCRIPTION
 AK6236_SETTING: 0 = UNSPECIFIED SETTING
 AK6236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6236
 AK6236  HISTORY     - Date     Condition        Report By
 AK6236  HISTORY     - 1966     MONUMENTED       CGS
 AK6236
 AK6236                          STATION DESCRIPTION
 AK6236
 AK6236'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6236'SEE STATION THIRTY NINE A
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6240 ***********************************************************************
 AK6240  DESIGNATION -  39A NE TARGET
 AK6240  PID         -  AK6240
 AK6240  STATE/COUNTY-  FL/BREVARD
 AK6240  COUNTRY     -  US
 AK6240  USGS QUAD   -  FALSE CAPE (2018)
 AK6240
 AK6240                         *CURRENT SURVEY CONTROL
 AK6240  ______________________________________________________________________
 AK6240* NAD 83(1990) POSITION- 28 36 29.80243(N) 080 36 14.77202(W)   ADJUSTED
 AK6240  ______________________________________________________________________
 AK6240  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 AK6240  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 AK6240  HORZ ORDER      -  THIRD
 AK6240
 AK6240.The horizontal coordinates were established by classical geodetic methods
 AK6240.and adjusted by the National Geodetic Survey in May 1991.
 AK6240
 AK6240.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6240.GEOID18 height accuracy estimate available here.
 AK6240
 AK6240.Click photographs - Photos may exist for this station.
 AK6240
 AK6240.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6240
 AK6240. The following values were computed from the NAD 83(1990) position.
 AK6240
 AK6240;                    North         East     Units Scale Factor Converg.
 AK6240;SPC FL E     -   473,681.152   238,718.168   MT  0.99995967   +0 11 22.4
 AK6240;SPC FL E     - 1,554,068.91    783,194.52   sFT  0.99995967   +0 11 22.4
 AK6240;UTM  17      - 3,164,651.515   538,704.957   MT  0.99961849   +0 11 22.4
 AK6240
 AK6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3870464651(NAD 83)
 AK6240
 AK6240                          SUPERSEDED SURVEY CONTROL
 AK6240
 AK6240  NAD 83(1986)-  28 36 29.80854(N)    080 36 14.78488(W) AD(       ) 3
 AK6240  NAD 27      -  28 36 28.83157(N)    080 36 15.60511(W) AD(       ) 3
 AK6240
 AK6240.Superseded values are not recommended for survey control.
 AK6240
 AK6240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6240.See file dsdata.pdf to determine how the superseded data were derived.
 AK6240
 AK6240_MARKER: Z = SEE DESCRIPTION
 AK6240_SETTING: 0 = UNSPECIFIED SETTING
 AK6240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6240
 AK6240  HISTORY     - Date     Condition        Report By
 AK6240  HISTORY     - 1966     MONUMENTED       CGS
 AK6240
 AK6240                          STATION DESCRIPTION
 AK6240
 AK6240'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6240'SEE STATION THIRTY NINE A
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6239 ***********************************************************************
 AK6239  DESIGNATION -  39A NW TARGET
 AK6239  PID         -  AK6239
 AK6239  STATE/COUNTY-  FL/BREVARD
 AK6239  COUNTRY     -  US
 AK6239  USGS QUAD   -  FALSE CAPE (2018)
 AK6239
 AK6239                         *CURRENT SURVEY CONTROL
 AK6239  ______________________________________________________________________
 AK6239* NAD 83(1990) POSITION- 28 36 29.80277(N) 080 36 14.89596(W)   ADJUSTED
 AK6239  ______________________________________________________________________
 AK6239  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 AK6239  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 AK6239  HORZ ORDER      -  THIRD
 AK6239
 AK6239.The horizontal coordinates were established by classical geodetic methods
 AK6239.and adjusted by the National Geodetic Survey in May 1991.
 AK6239
 AK6239.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6239.GEOID18 height accuracy estimate available here.
 AK6239
 AK6239.Click photographs - Photos may exist for this station.
 AK6239
 AK6239.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6239
 AK6239. The following values were computed from the NAD 83(1990) position.
 AK6239
 AK6239;                    North         East     Units Scale Factor Converg.
 AK6239;SPC FL E     -   473,681.151   238,714.801   MT  0.99995967   +0 11 22.4
 AK6239;SPC FL E     - 1,554,068.91    783,183.48   sFT  0.99995967   +0 11 22.4
 AK6239;UTM  17      - 3,164,651.515   538,701.591   MT  0.99961848   +0 11 22.4
 AK6239
 AK6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3870164651(NAD 83)
 AK6239
 AK6239                          SUPERSEDED SURVEY CONTROL
 AK6239
 AK6239  NAD 83(1986)-  28 36 29.80900(N)    080 36 14.90887(W) AD(       ) 3
 AK6239  NAD 27      -  28 36 28.82525(N)    080 36 15.73044(W) AD(       ) 3
 AK6239
 AK6239.Superseded values are not recommended for survey control.
 AK6239
 AK6239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6239.See file dsdata.pdf to determine how the superseded data were derived.
 AK6239
 AK6239_MARKER: Z = SEE DESCRIPTION
 AK6239_SETTING: 0 = UNSPECIFIED SETTING
 AK6239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6239
 AK6239  HISTORY     - Date     Condition        Report By
 AK6239  HISTORY     - 1966     MONUMENTED       CGS
 AK6239
 AK6239                          STATION DESCRIPTION
 AK6239
 AK6239'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6239'SEE STATION THIRTY NINE A
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6237 ***********************************************************************
 AK6237  DESIGNATION -  39A SE TARGET
 AK6237  PID         -  AK6237
 AK6237  STATE/COUNTY-  FL/BREVARD
 AK6237  COUNTRY     -  US
 AK6237  USGS QUAD   -  FALSE CAPE (2018)
 AK6237
 AK6237                         *CURRENT SURVEY CONTROL
 AK6237  ______________________________________________________________________
 AK6237* NAD 83(1990) POSITION- 28 36 29.69952(N) 080 36 14.80046(W)   ADJUSTED
 AK6237  ______________________________________________________________________
 AK6237  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 AK6237  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 AK6237  HORZ ORDER      -  THIRD
 AK6237
 AK6237.The horizontal coordinates were established by classical geodetic methods
 AK6237.and adjusted by the National Geodetic Survey in May 1991.
 AK6237
 AK6237.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6237.GEOID18 height accuracy estimate available here.
 AK6237
 AK6237.Click photographs - Photos may exist for this station.
 AK6237
 AK6237.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6237
 AK6237. The following values were computed from the NAD 83(1990) position.
 AK6237
 AK6237;                    North         East     Units Scale Factor Converg.
 AK6237;SPC FL E     -   473,677.982   238,717.406   MT  0.99995967   +0 11 22.4
 AK6237;SPC FL E     - 1,554,058.51    783,192.02   sFT  0.99995967   +0 11 22.4
 AK6237;UTM  17      - 3,164,648.346   538,704.196   MT  0.99961849   +0 11 22.4
 AK6237
 AK6237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3870464648(NAD 83)
 AK6237
 AK6237                          SUPERSEDED SURVEY CONTROL
 AK6237
 AK6237  NAD 83(1986)-  28 36 29.70569(N)    080 36 14.81325(W) AD(       ) 3
 AK6237  NAD 27      -  28 36 28.72616(N)    080 36 15.63848(W) AD(       ) 3
 AK6237
 AK6237.Superseded values are not recommended for survey control.
 AK6237
 AK6237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6237.See file dsdata.pdf to determine how the superseded data were derived.
 AK6237
 AK6237_MARKER: Z = SEE DESCRIPTION
 AK6237_SETTING: 0 = UNSPECIFIED SETTING
 AK6237_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6237
 AK6237  HISTORY     - Date     Condition        Report By
 AK6237  HISTORY     - 1966     MONUMENTED       CGS
 AK6237
 AK6237                          STATION DESCRIPTION
 AK6237
 AK6237'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6237'SEE STATION THIRTY NINE A
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6238 ***********************************************************************
 AK6238  DESIGNATION -  39A SW TARGET
 AK6238  PID         -  AK6238
 AK6238  STATE/COUNTY-  FL/BREVARD
 AK6238  COUNTRY     -  US
 AK6238  USGS QUAD   -  FALSE CAPE (2018)
 AK6238
 AK6238                         *CURRENT SURVEY CONTROL
 AK6238  ______________________________________________________________________
 AK6238* NAD 83(1990) POSITION- 28 36 29.69974(N) 080 36 14.87223(W)   ADJUSTED
 AK6238  ______________________________________________________________________
 AK6238  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 AK6238  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 AK6238  HORZ ORDER      -  THIRD
 AK6238
 AK6238.The horizontal coordinates were established by classical geodetic methods
 AK6238.and adjusted by the National Geodetic Survey in May 1991.
 AK6238
 AK6238.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6238.GEOID18 height accuracy estimate available here.
 AK6238
 AK6238.Click photographs - Photos may exist for this station.
 AK6238
 AK6238.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6238
 AK6238. The following values were computed from the NAD 83(1990) position.
 AK6238
 AK6238;                    North         East     Units Scale Factor Converg.
 AK6238;SPC FL E     -   473,677.982   238,715.456   MT  0.99995967   +0 11 22.4
 AK6238;SPC FL E     - 1,554,058.51    783,185.63   sFT  0.99995967   +0 11 22.4
 AK6238;UTM  17      - 3,164,648.346   538,702.246   MT  0.99961848   +0 11 22.4
 AK6238
 AK6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3870264648(NAD 83)
 AK6238
 AK6238                          SUPERSEDED SURVEY CONTROL
 AK6238
 AK6238  NAD 83(1986)-  28 36 29.70591(N)    080 36 14.88501(W) AD(       ) 3
 AK6238  NAD 27      -  28 36 28.72635(N)    080 36 15.71029(W) AD(       ) 3
 AK6238
 AK6238.Superseded values are not recommended for survey control.
 AK6238
 AK6238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6238.See file dsdata.pdf to determine how the superseded data were derived.
 AK6238
 AK6238_MARKER: Z = SEE DESCRIPTION
 AK6238_SETTING: 0 = UNSPECIFIED SETTING
 AK6238_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6238
 AK6238  HISTORY     - Date     Condition        Report By
 AK6238  HISTORY     - 1966     MONUMENTED       CGS
 AK6238
 AK6238                          STATION DESCRIPTION
 AK6238
 AK6238'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AK6238'SEE STATION THIRTY NINE A
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6293 ***********************************************************************
 AK6293  DESIGNATION -  39A TARGET N 1
 AK6293  PID         -  AK6293
 AK6293  STATE/COUNTY-  FL/BREVARD
 AK6293  COUNTRY     -  US
 AK6293  USGS QUAD   -  ORSINO (2018)
 AK6293
 AK6293                         *CURRENT SURVEY CONTROL
 AK6293  ______________________________________________________________________
 AK6293* NAD 83(1990) POSITION- 28 37 00.94672(N) 080 38 09.20685(W)   ADJUSTED
 AK6293* NAVD 88 ORTHO HEIGHT -    13.09  (+/-2cm)       42.9   (feet) VERTCON3
 AK6293  ______________________________________________________________________
 AK6293  GEOID HEIGHT    -        -28.221 (meters)                     GEOID18
 AK6293  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 AK6293  HORZ ORDER      -  SECOND
 AK6293  VERT ORDER      -  THIRD ? (See Below)
 AK6293
 AK6293.The horizontal coordinates were established by classical geodetic methods
 AK6293.and adjusted by the National Geodetic Survey in May 1991.
 AK6293
 AK6293.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6293
 AK6293.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6293.GEOID18 height accuracy estimate available here.
 AK6293
 AK6293.The vertical order pertains to the NGVD 29 superseded value.
 AK6293
 AK6293.Click photographs - Photos may exist for this station.
 AK6293
 AK6293.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6293
 AK6293. The following values were computed from the NAD 83(1990) position.
 AK6293
 AK6293;                    North         East     Units Scale Factor Converg.
 AK6293;SPC FL E     -   474,630.040   235,606.456   MT  0.99995682   +0 10 27.8
 AK6293;SPC FL E     - 1,557,182.06    772,985.51   sFT  0.99995682   +0 10 27.8
 AK6293;UTM  17      - 3,165,600.080   535,594.307   MT  0.99961564   +0 10 27.8
 AK6293
 AK6293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6293!SPC FL E     -   1.00000238  x   0.99995682  =   0.99995920
 AK6293!UTM  17      -   1.00000238  x   0.99961564  =   0.99961802
 AK6293
 AK6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3559465600(NAD 83)
 AK6293
 AK6293                          SUPERSEDED SURVEY CONTROL
 AK6293
 AK6293  NAD 83(1986)-  28 37 00.95295(N)    080 38 09.21947(W) AD(       ) 2
 AK6293  NAD 27      -  28 36 59.97311(N)    080 38 10.04317(W) AD(       ) 2
 AK6293  NGVD 29              13.48   (m)           44.2    (f) LEVELING    3  
 AK6293
 AK6293.Superseded values are not recommended for survey control.
 AK6293
 AK6293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6293.See file dsdata.pdf to determine how the superseded data were derived.
 AK6293
 AK6293_MARKER: Z = SEE DESCRIPTION
 AK6293_SETTING: 0 = UNSPECIFIED SETTING
 AK6293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6293
 AK6293  HISTORY     - Date     Condition        Report By
 AK6293  HISTORY     - 1967     MONUMENTED       CGS
 AK6293  HISTORY     - 19970504 MARK NOT FOUND   USPSQD
 AK6293
 AK6293                          STATION DESCRIPTION
 AK6293
 AK6293'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AK6293'SEE STATION TAY
 AK6293
 AK6293                          STATION RECOVERY (1997)
 AK6293
 AK6293'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK6293'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6294 ***********************************************************************
 AK6294  DESIGNATION -  39A TARGET N 2
 AK6294  PID         -  AK6294
 AK6294  STATE/COUNTY-  FL/BREVARD
 AK6294  COUNTRY     -  US
 AK6294  USGS QUAD   -  ORSINO (2018)
 AK6294
 AK6294                         *CURRENT SURVEY CONTROL
 AK6294  ______________________________________________________________________
 AK6294* NAD 83(1990) POSITION- 28 37 08.83748(N) 080 38 09.18142(W)   ADJUSTED
 AK6294* NAVD 88 ORTHO HEIGHT -    10.32  (+/-2cm)       33.9   (feet) VERTCON3
 AK6294  ______________________________________________________________________
 AK6294  GEOID HEIGHT    -        -28.222 (meters)                     GEOID18
 AK6294  LAPLACE CORR    -         -1.32  (seconds)                    DEFLEC18
 AK6294  HORZ ORDER      -  SECOND
 AK6294  VERT ORDER      -  THIRD ? (See Below)
 AK6294
 AK6294.The horizontal coordinates were established by classical geodetic methods
 AK6294.and adjusted by the National Geodetic Survey in May 1991.
 AK6294
 AK6294.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6294
 AK6294.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6294.GEOID18 height accuracy estimate available here.
 AK6294
 AK6294.The vertical order pertains to the NGVD 29 superseded value.
 AK6294
 AK6294.Click photographs - Photos may exist for this station.
 AK6294
 AK6294.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6294
 AK6294. The following values were computed from the NAD 83(1990) position.
 AK6294
 AK6294;                    North         East     Units Scale Factor Converg.
 AK6294;SPC FL E     -   474,872.955   235,606.407   MT  0.99995682   +0 10 27.9
 AK6294;SPC FL E     - 1,557,979.02    772,985.35   sFT  0.99995682   +0 10 27.9
 AK6294;UTM  17      - 3,165,842.912   535,594.258   MT  0.99961564   +0 10 27.9
 AK6294
 AK6294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6294!SPC FL E     -   1.00000281  x   0.99995682  =   0.99995963
 AK6294!UTM  17      -   1.00000281  x   0.99961564  =   0.99961845
 AK6294
 AK6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3559465842(NAD 83)
 AK6294
 AK6294                          SUPERSEDED SURVEY CONTROL
 AK6294
 AK6294  NAD 83(1986)-  28 37 08.84368(N)    080 38 09.19403(W) AD(       ) 2
 AK6294  NAD 27      -  28 37 07.86413(N)    080 38 10.01781(W) AD(       ) 2
 AK6294  NGVD 29              10.71   (m)           35.1    (f) LEVELING    3  
 AK6294
 AK6294.Superseded values are not recommended for survey control.
 AK6294
 AK6294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6294.See file dsdata.pdf to determine how the superseded data were derived.
 AK6294
 AK6294_MARKER: Z = SEE DESCRIPTION
 AK6294_SETTING: 0 = UNSPECIFIED SETTING
 AK6294_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6294
 AK6294  HISTORY     - Date     Condition        Report By
 AK6294  HISTORY     - 1967     MONUMENTED       CGS
 AK6294  HISTORY     - 19970504 MARK NOT FOUND   USPSQD
 AK6294
 AK6294                          STATION DESCRIPTION
 AK6294
 AK6294'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AK6294'SEE STATION TAY
 AK6294
 AK6294                          STATION RECOVERY (1997)
 AK6294
 AK6294'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK6294'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6287 ***********************************************************************
 AK6287  DESIGNATION -  39A TARGET S 1
 AK6287  PID         -  AK6287
 AK6287  STATE/COUNTY-  FL/BREVARD
 AK6287  COUNTRY     -  US
 AK6287  USGS QUAD   -  ORSINO (2018)
 AK6287
 AK6287                         *CURRENT SURVEY CONTROL
 AK6287  ______________________________________________________________________
 AK6287* NAD 83(1990) POSITION- 28 35 59.19595(N) 080 38 09.43666(W)   ADJUSTED
 AK6287* NAVD 88 ORTHO HEIGHT -    12.12  (+/-2cm)       39.8   (feet) VERTCON3
 AK6287  ______________________________________________________________________
 AK6287  GEOID HEIGHT    -        -28.215 (meters)                     GEOID18
 AK6287  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 AK6287  HORZ ORDER      -  SECOND
 AK6287  VERT ORDER      -  THIRD ? (See Below)
 AK6287
 AK6287.The horizontal coordinates were established by classical geodetic methods
 AK6287.and adjusted by the National Geodetic Survey in May 1991.
 AK6287
 AK6287.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6287
 AK6287.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6287.GEOID18 height accuracy estimate available here.
 AK6287
 AK6287.The vertical order pertains to the NGVD 29 superseded value.
 AK6287
 AK6287.Click photographs - Photos may exist for this station.
 AK6287
 AK6287.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6287
 AK6287. The following values were computed from the NAD 83(1990) position.
 AK6287
 AK6287;                    North         East     Units Scale Factor Converg.
 AK6287;SPC FL E     -   472,729.057   235,605.996   MT  0.99995682   +0 10 27.4
 AK6287;SPC FL E     - 1,550,945.25    772,984.01   sFT  0.99995682   +0 10 27.4
 AK6287;UTM  17      - 3,163,699.746   535,593.848   MT  0.99961563   +0 10 27.4
 AK6287
 AK6287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6287!SPC FL E     -   1.00000253  x   0.99995682  =   0.99995935
 AK6287!UTM  17      -   1.00000253  x   0.99961563  =   0.99961816
 AK6287
 AK6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3559363699(NAD 83)
 AK6287
 AK6287                          SUPERSEDED SURVEY CONTROL
 AK6287
 AK6287  NAD 83(1986)-  28 35 59.20221(N)    080 38 09.44936(W) AD(       ) 2
 AK6287  NAD 27      -  28 35 58.21941(N)    080 38 10.27244(W) AD(       ) 2
 AK6287  NGVD 29              12.51   (m)           41.0    (f) LEVELING    3  
 AK6287
 AK6287.Superseded values are not recommended for survey control.
 AK6287
 AK6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6287.See file dsdata.pdf to determine how the superseded data were derived.
 AK6287
 AK6287_MARKER: Z = SEE DESCRIPTION
 AK6287_SETTING: 0 = UNSPECIFIED SETTING
 AK6287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6287
 AK6287  HISTORY     - Date     Condition        Report By
 AK6287  HISTORY     - 1967     MONUMENTED       CGS
 AK6287  HISTORY     - 19970504 MARK NOT FOUND   USPSQD
 AK6287
 AK6287                          STATION DESCRIPTION
 AK6287
 AK6287'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AK6287'SEE STATION LIZ
 AK6287
 AK6287                          STATION RECOVERY (1997)
 AK6287
 AK6287'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK6287'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6289 ***********************************************************************
 AK6289  DESIGNATION -  39A TARGET S 2
 AK6289  PID         -  AK6289
 AK6289  STATE/COUNTY-  FL/BREVARD
 AK6289  COUNTRY     -  US
 AK6289  USGS QUAD   -  ORSINO (2018)
 AK6289
 AK6289                         *CURRENT SURVEY CONTROL
 AK6289  ______________________________________________________________________
 AK6289* NAD 83(1990) POSITION- 28 36 01.11167(N) 080 38 09.42943(W)   ADJUSTED
 AK6289* NAVD 88 ORTHO HEIGHT -    12.72  (+/-2cm)       41.7   (feet) VERTCON3
 AK6289  ______________________________________________________________________
 AK6289  GEOID HEIGHT    -        -28.216 (meters)                     GEOID18
 AK6289  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 AK6289  HORZ ORDER      -  SECOND
 AK6289  VERT ORDER      -  THIRD ? (See Below)
 AK6289
 AK6289.The horizontal coordinates were established by classical geodetic methods
 AK6289.and adjusted by the National Geodetic Survey in May 1991.
 AK6289
 AK6289.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6289.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6289
 AK6289.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6289.GEOID18 height accuracy estimate available here.
 AK6289
 AK6289.The vertical order pertains to the NGVD 29 superseded value.
 AK6289
 AK6289.Click photographs - Photos may exist for this station.
 AK6289
 AK6289.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6289
 AK6289. The following values were computed from the NAD 83(1990) position.
 AK6289
 AK6289;                    North         East     Units Scale Factor Converg.
 AK6289;SPC FL E     -   472,788.032   235,606.013   MT  0.99995682   +0 10 27.4
 AK6289;SPC FL E     - 1,551,138.73    772,984.06   sFT  0.99995682   +0 10 27.4
 AK6289;UTM  17      - 3,163,758.700   535,593.865   MT  0.99961563   +0 10 27.4
 AK6289
 AK6289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6289!SPC FL E     -   1.00000243  x   0.99995682  =   0.99995925
 AK6289!UTM  17      -   1.00000243  x   0.99961563  =   0.99961806
 AK6289
 AK6289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3559363758(NAD 83)
 AK6289
 AK6289                          SUPERSEDED SURVEY CONTROL
 AK6289
 AK6289  NAD 83(1986)-  28 36 01.11793(N)    080 38 09.44212(W) AD(       ) 2
 AK6289  NAD 27      -  28 36 00.13520(N)    080 38 10.26523(W) AD(       ) 2
 AK6289  NGVD 29              13.11   (m)           43.0    (f) LEVELING    3  
 AK6289
 AK6289.Superseded values are not recommended for survey control.
 AK6289
 AK6289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6289.See file dsdata.pdf to determine how the superseded data were derived.
 AK6289
 AK6289_MARKER: Z = SEE DESCRIPTION
 AK6289_SETTING: 0 = UNSPECIFIED SETTING
 AK6289_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6289
 AK6289  HISTORY     - Date     Condition        Report By
 AK6289  HISTORY     - 1967     MONUMENTED       CGS
 AK6289
 AK6289                          STATION DESCRIPTION
 AK6289
 AK6289'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AK6289'SEE STATION LIZ
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6327 ***********************************************************************
 AK6327  DESIGNATION -  39B 5 1966
 AK6327  PID         -  AK6327
 AK6327  STATE/COUNTY-  FL/BREVARD
 AK6327  COUNTRY     -  US
 AK6327  USGS QUAD   -  WILSON OE E (2018)
 AK6327
 AK6327                         *CURRENT SURVEY CONTROL
 AK6327  ______________________________________________________________________
 AK6327* NAD 83(1990) POSITION- 28 37 37.50212(N) 080 37 29.74046(W)   ADJUSTED
 AK6327* NAVD 88 ORTHO HEIGHT -     5.08  (+/-2cm)       16.7   (feet) VERTCON3
 AK6327  ______________________________________________________________________
 AK6327  GEOID HEIGHT    -        -28.238 (meters)                     GEOID18
 AK6327  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 AK6327  HORZ ORDER      -  SECOND
 AK6327  VERT ORDER      -  THIRD ? (See Below)
 AK6327
 AK6327.The horizontal coordinates were established by classical geodetic methods
 AK6327.and adjusted by the National Geodetic Survey in May 1991.
 AK6327
 AK6327.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK6327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK6327
 AK6327.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6327.GEOID18 height accuracy estimate available here.
 AK6327
 AK6327.The vertical order pertains to the NGVD 29 superseded value.
 AK6327
 AK6327.Click photographs - Photos may exist for this station.
 AK6327
 AK6327.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6327
 AK6327. The following values were computed from the NAD 83(1990) position.
 AK6327
 AK6327;                    North         East     Units Scale Factor Converg.
 AK6327;SPC FL E     -   475,758.693   236,675.002   MT  0.99995777   +0 10 46.9
 AK6327;SPC FL E     - 1,560,884.98    776,491.24   sFT  0.99995777   +0 10 46.9
 AK6327;UTM  17      - 3,166,728.348   536,662.489   MT  0.99961659   +0 10 46.9
 AK6327
 AK6327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK6327!SPC FL E     -   1.00000364  x   0.99995777  =   0.99996141
 AK6327!UTM  17      -   1.00000364  x   0.99961659  =   0.99962023
 AK6327
 AK6327:                Primary Azimuth Mark                     Grid Az
 AK6327:SPC FL E     -  THIRTY NINE B                            100 43 00.8
 AK6327:UTM  17      -  THIRTY NINE B                            100 43 00.8
 AK6327
 AK6327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3666266728(NAD 83)
 AK6327
 AK6327|---------------------------------------------------------------------|
 AK6327| PID    Reference Object                     Distance      Geod. Az  |
 AK6327|                                                           dddmmss.s |
 AK6327| AK0898 THIRTY NINE B                       411.296 METERS 1005347.7 |
 AK6327| AK1123 RAMP B                              APPROX. 0.5 KM 1313450.9 |
 AK6327| AK1124 39 B 4                              398.885 METERS 14946     |
 AK6327| AK0896 CZR 39 B 5                           33.115 METERS 35526     |
 AK6327|---------------------------------------------------------------------|
 AK6327
 AK6327                          SUPERSEDED SURVEY CONTROL
 AK6327
 AK6327  NAD 83(1986)-  28 37 37.50828(N)    080 37 29.75247(W) AD(       ) 2
 AK6327  NAD 27      -  28 37 36.53015(N)    080 37 30.57763(W) AD(       ) 2
 AK6327  NGVD 29               5.46   (m)           17.9    (f) LEVELING    3  
 AK6327
 AK6327.Superseded values are not recommended for survey control.
 AK6327
 AK6327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6327.See file dsdata.pdf to determine how the superseded data were derived.
 AK6327
 AK6327_MARKER: DD = SURVEY DISK
 AK6327_SETTING: 0 = UNSPECIFIED SETTING
 AK6327_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6327
 AK6327  HISTORY     - Date     Condition        Report By
 AK6327  HISTORY     - 1966     MONUMENTED       CGS
 AK6327
 AK6327                          STATION DESCRIPTION
 AK6327
 AK6327'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (DWC)
 AK6327'LOCATED ON KENNEDY SPACE CENTER, ON COMPLEX 39B, NEAR CZR CAMERA
 AK6327'PAD NO.5, WHICH IS WEST OF THE LAUNCH PAD.  IT IS 15 FEET EAST OF
 AK6327'THE WEST EDGE OF THE PAD, 7 FEET WEST OF THE EAST EDGE OF THE PAD,
 AK6327'SET IN A DRILL HOLE NEAR THE SOUTH END OF THE PAD, AND STAMPED
 AK6327'39B-5 1967.
 AK6327'
 AK6327'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0680 ***********************************************************************
 AQ0680  DESIGNATION -  3=TIDAL STA 1 38
 AQ0680  PID         -  AQ0680
 AQ0680  STATE/COUNTY-  FL/PUTNAM
 AQ0680  COUNTRY     -  US
 AQ0680  USGS QUAD   -  WELAKA (2018)
 AQ0680
 AQ0680                         *CURRENT SURVEY CONTROL
 AQ0680  ______________________________________________________________________
 AQ0680* NAD 83(1986) POSITION- 29 28 43.     (N) 081 40 26.     (W)   SCALED
 AQ0680* NAVD 88 ORTHO HEIGHT -     1.189 (meters)        3.90  (feet) ADJUSTED
 AQ0680  ______________________________________________________________________
 AQ0680  GEOID HEIGHT    -        -28.411 (meters)                     GEOID18
 AQ0680  DYNAMIC HEIGHT  -          1.188 (meters)        3.90  (feet) COMP
 AQ0680  MODELED GRAVITY -    979,269.9   (mgal)                       NAVD 88
 AQ0680
 AQ0680  VERT ORDER      -  FIRST     CLASS II
 AQ0680
 AQ0680.The horizontal coordinates were scaled from a map and have
 AQ0680.an estimated accuracy of +/- 6 seconds.
 AQ0680
 AQ0680.The orthometric height was determined by differential leveling and
 AQ0680.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0680.in June 1991.
 AQ0680
 AQ0680.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0680.GEOID18 height accuracy estimate available here.
 AQ0680
 AQ0680.Click photographs - Photos may exist for this station.
 AQ0680
 AQ0680.The dynamic height is computed by dividing the NAVD 88
 AQ0680.geopotential number by the normal gravity value computed on the
 AQ0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0680.degrees latitude (g = 980.6199 gals.).
 AQ0680
 AQ0680.The modeled gravity was interpolated from observed gravity values.
 AQ0680
 AQ0680;                    North         East    Units  Estimated Accuracy
 AQ0680;SPC FL E     -   570,270.      134,650.      MT  (+/- 180 meters Scaled)
 AQ0680
 AQ0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN346612(NAD 83)
 AQ0680
 AQ0680                          SUPERSEDED SURVEY CONTROL
 AQ0680
 AQ0680  NGVD 29 (??/??/92)    1.47   (m)            4.8    (f) COMPUTED    1 2
 AQ0680
 AQ0680.Superseded values are not recommended for survey control.
 AQ0680
 AQ0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0680.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0680
 AQ0680_MARKER: I = METAL ROD
 AQ0680_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AQ0680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0680
 AQ0680  HISTORY     - Date     Condition        Report By
 AQ0680  HISTORY     - UNK      MONUMENTED       CGS
 AQ0680  HISTORY     - 1970     GOOD             LOCENG
 AQ0680
 AQ0680                          STATION DESCRIPTION
 AQ0680
 AQ0680'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1970
 AQ0680'AT WELAKA.
 AQ0680'AT WELAKA, PUTNAM COUNTY, ABOUT 90 FEET SOUTH OF THE FOOT OF ELM
 AQ0680'STREET, ABOUT 20 FEET FROM THE WATERS EDGE, EAST OF PETERSONS
 AQ0680'BOATHOUSE, 6 FEET NORTH OF A CAMPHOR TREE, AND 1 FOOT NORTH OF A
 AQ0680'WIRE FENCE.  THE TOP OF A 1/4-INCH ROD SET IN THE TOP OF A 6-INCH
 AQ0680'CONCRETE CYLINDER PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5023 ***********************************************************************
 DG5023  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5023  DESIGNATION -  3A 4
 DG5023  PID         -  DG5023
 DG5023  STATE/COUNTY-  FL/BROWARD
 DG5023  COUNTRY     -  US
 DG5023  USGS QUAD   -  CUSTARD APPLE HAMMOCK (2018)
 DG5023
 DG5023                         *CURRENT SURVEY CONTROL
 DG5023  ______________________________________________________________________
 DG5023* NAD 83(2011) POSITION- 25 58 27.91301(N) 080 40 08.03990(W)   ADJUSTED
 DG5023* NAD 83(2011) ELLIP HT-   -20.590 (meters)        (06/27/12)   ADJUSTED
 DG5023* NAD 83(2011) EPOCH   -  2010.00
 DG5023* NAVD 88 ORTHO HEIGHT -     3.97  (meters)       13.0   (feet) GPS OBS
 DG5023  ______________________________________________________________________
 DG5023  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG5023  GEOID HEIGHT    -        -24.505 (meters)                     GEOID03
 DG5023  GEOID HEIGHT    -        -24.530 (meters)                     GEOID18
 DG5023  NAD 83(2011) X  -    930,282.570 (meters)                     COMP
 DG5023  NAD 83(2011) Y  - -5,661,625.688 (meters)                     COMP
 DG5023  NAD 83(2011) Z  -  2,776,505.540 (meters)                     COMP
 DG5023  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 DG5023
 DG5023  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5023  Standards:
 DG5023         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5023            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5023  -------------------------------------------------------------------
 DG5023  NETWORK    0.84   0.86           0.29   0.38   0.44     -0.07621118
 DG5023  -------------------------------------------------------------------
 DG5023  Click here for local accuracies and other accuracy information.
 DG5023
 DG5023.The horizontal coordinates were established by GPS observations
 DG5023.and adjusted by the National Geodetic Survey in June 2012.
 DG5023
 DG5023.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5023.been affixed to the stable North American tectonic plate. See 
 DG5023.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5023
 DG5023.The horizontal coordinates are valid at the epoch date displayed above
 DG5023.which is a decimal equivalence of Year/Month/Day.
 DG5023
 DG5023.The orthometric height was determined by GPS observations and a
 DG5023.high-resolution geoid model using precise GPS observation and
 DG5023.processing techniques.
 DG5023
 DG5023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5023.GEOID18 height accuracy estimate available here.
 DG5023
 DG5023.Click photographs - Photos may exist for this station.
 DG5023
 DG5023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5023
 DG5023.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5023
 DG5023.The ellipsoidal height was determined by GPS observations
 DG5023.and is referenced to NAD 83.
 DG5023
 DG5023. The following values were computed from the NAD 83(2011) position.
 DG5023
 DG5023;                    North         East     Units Scale Factor Converg.
 DG5023;SPC FL E     -   181,823.049   233,154.318   MT  0.99995474   +0 08 42.0
 DG5023;SPC FL E     -   596,531.12    764,940.46   sFT  0.99995474   +0 08 42.0
 DG5023;UTM  17      - 2,872,892.993   533,143.006   MT  0.99961356   +0 08 42.0
 DG5023
 DG5023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5023!SPC FL E     -   1.00000323  x   0.99995474  =   0.99995797
 DG5023!UTM  17      -   1.00000323  x   0.99961356  =   0.99961679
 DG5023
 DG5023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3314372892(NAD 83)
 DG5023
 DG5023                          SUPERSEDED SURVEY CONTROL
 DG5023
 DG5023  NAD 83(2007)-  25 58 27.91316(N)    080 40 08.04055(W) AD(2002.00) 0
 DG5023  ELLIP H (02/10/07)  -20.567  (m)                       GP(2002.00)    
 DG5023  NAD 83(1999)-  25 58 27.91309(N)    080 40 08.04065(W) AD(       ) 1
 DG5023  ELLIP H (04/07/04)  -20.560  (m)                       GP(       ) 2 2
 DG5023
 DG5023.Superseded values are not recommended for survey control.
 DG5023
 DG5023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5023.See file dsdata.pdf to determine how the superseded data were derived.
 DG5023
 DG5023_MARKER: F = FLANGE-ENCASED ROD
 DG5023_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5023+WITH SETTING: INFORMATION.
 DG5023_STAMPING: 3A-4 2003
 DG5023_MARK LOGO: FLDEP
 DG5023_PROJECTION: PROJECTING 226 CENTIMETERS
 DG5023_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5023+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2003
 DG5023_ROD/PIPE-DEPTH: 2.8 meters
 DG5023
 DG5023  HISTORY     - Date     Condition        Report By
 DG5023  HISTORY     - 20030107 MONUMENTED       FLDEP
 DG5023
 DG5023                          STATION DESCRIPTION
 DG5023
 DG5023'DESCRIBED BY FL DEPT OF ENV PRO 2003 (RWH)
 DG5023'THE MARK IS ABOUT 66.0 MI EAST OF NAPLES, 32.0 MI WEST OF HALLANDALE,
 DG5023'18.5 MI SOUTHWEST OF ANDYTOWN, ESTIMATED SECTION 20, TOWNSHIP 51
 DG5023'SOUTH, RANGE 37 EAST.
 DG5023'
 DG5023'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES
 DG5023'ALLEY) AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR
 DG5023'12.2 MI TO A REST-AREA AND BOAT RAMP ON THE SOUTH SIDE OF THE
 DG5023'INTERSTATE, NOW BY AIRBOAT GO ALONG VARIOUS AIRBOAT TRAILS FOR ABOUT
 DG5023'11.9 MI SOUTH-SOUTHWEST (189 DEGREES) FROM THE BOAT RAMP IN A STRAIGHT
 DG5023'LINE, THE MARK IS IN AN 8.0 FT BY 10.0 FT WOODEN PLATFORM THAT IS
 DG5023'BUILT ABOVE THE WATER, THE PLATFORM IS A SUPPORT FOR VARIOUS WATER AND
 DG5023'ATMOSPHERIC INSTRUMENTS, THE PLATFORM IS LOCATED ABOUT 350.0 FT
 DG5023'SOUTH-SOUTHEAST OF A METAL PLATFORM WITH A RADIO TRANSMITTER TOWER
 DG5023'ATTACHED, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 9.2
 DG5023'FT, ENCASED IN A 4-INCH DIAMETER PVC PIPE DRIVEN INTO THE HARBOR
 DG5023'BOTTOM AND LEVEL WITH THE PLATFORM, A FEMALE THREADED COUPLING WITH A
 DG5023'MALE THREADED PLUG WAS ATTACHED TO THE TOP OF THE 4-INCH DIAMETER PVC
 DG5023'PIPE, THE PVC PIPE PROJECTS 7.4 FT ABOVE THE HARBOR BOTTOM, THE DATUM
 DG5023'POINT IS RECESSED 0.2 FT BELOW THE TOP OF THE PVC PIPE, NO CONCRETE
 DG5023'WAS POURED AROUND THE PVC PIPE, ROCKS WERE POURED INSIDE OF THE PVC
 DG5023'PIPE TO STABILIZE THE STAINLESS STEEL ROD, A 1-INCH BY 3-INCH ALUMINUM
 DG5023'TAG WAS ATTACHED WITH RIVETS TO THE TOP OF THE PVC PIPE AND THE
 DG5023'DESIGNATION WAS STAMPED INTO THE TAG.
 DG5023'
 DG5023'LOCATED 8.2 FT WEST-NORTHWEST OF THE EAST CORNER OF THE PLATFORM, 5.2
 DG5023'FT SOUTHEAST OF THE WEST CORNER OF THE PLATFORM, 4.9 FT SOUTHEAST OF A
 DG5023'FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION, SURVEYING AND MAPPING
 DG5023'STAINLESS STEEL ONE AND FIVE-EIGHTH INCH DIAMETER MARKER SET IN THE
 DG5023'WEST SIDE OF THE PLATFORM, 2.1 FT EAST-NORTHEAST OF THE SOUTHWEST SIDE
 DG5023'OF THE PLATFORM AND 5.3 FT SOUTHEAST OF A WITNESS POST.
 DG5023'
 DG5023'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A HOLE IN THE WOODEN
 DG5023'PLATFORM.
 DG5023'
 DG5023'NOTE A MAGNET WAS PLACED INSIDE THE 4-INCH DIAMETER PVC.
 DG5023'
 DG5023'NOTE THE WATER LEVEL STATION IS OPERATED BY SOUTH FLORIDA WATER
 DG5023'MANAGEMENT DISTRICT.
 DG5023'
 DG5023'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST
 DG5023'METHOD OF FINDING THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5024 ***********************************************************************
 DG5024  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5024  DESIGNATION -  3AN1 GW 1
 DG5024  PID         -  DG5024
 DG5024  STATE/COUNTY-  FL/BROWARD
 DG5024  COUNTRY     -  US
 DG5024  USGS QUAD   -  EAST OF LONE PALM HEAD (2018)
 DG5024
 DG5024                         *CURRENT SURVEY CONTROL
 DG5024  ______________________________________________________________________
 DG5024* NAD 83(2011) POSITION- 26 11 16.35901(N) 080 44 25.25339(W)   ADJUSTED
 DG5024* NAD 83(2011) ELLIP HT-   -20.559 (meters)        (06/27/12)   ADJUSTED
 DG5024* NAD 83(2011) EPOCH   -  2010.00
 DG5024* NAVD 88 ORTHO HEIGHT -     4.15  (meters)       13.6   (feet) GPS OBS
 DG5024  ______________________________________________________________________
 DG5024  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG5024  GEOID HEIGHT    -        -24.667 (meters)                     GEOID03
 DG5024  GEOID HEIGHT    -        -24.685 (meters)                     GEOID18
 DG5024  NAD 83(2011) X  -    921,548.804 (meters)                     COMP
 DG5024  NAD 83(2011) Y  - -5,652,519.872 (meters)                     COMP
 DG5024  NAD 83(2011) Z  -  2,797,746.136 (meters)                     COMP
 DG5024  LAPLACE CORR    -         -0.26  (seconds)                    DEFLEC18
 DG5024
 DG5024  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5024  Standards:
 DG5024         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5024            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5024  -------------------------------------------------------------------
 DG5024  NETWORK    0.62   0.78           0.22   0.28   0.40     -0.08876897
 DG5024  -------------------------------------------------------------------
 DG5024  Click here for local accuracies and other accuracy information.
 DG5024
 DG5024.The horizontal coordinates were established by GPS observations
 DG5024.and adjusted by the National Geodetic Survey in June 2012.
 DG5024
 DG5024.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5024.been affixed to the stable North American tectonic plate. See 
 DG5024.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5024
 DG5024.The horizontal coordinates are valid at the epoch date displayed above
 DG5024.which is a decimal equivalence of Year/Month/Day.
 DG5024
 DG5024.The orthometric height was determined by GPS observations and a
 DG5024.high-resolution geoid model using precise GPS observation and
 DG5024.processing techniques.
 DG5024
 DG5024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5024.GEOID18 height accuracy estimate available here.
 DG5024
 DG5024.Click photographs - Photos may exist for this station.
 DG5024
 DG5024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5024
 DG5024.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5024
 DG5024.The ellipsoidal height was determined by GPS observations
 DG5024.and is referenced to NAD 83.
 DG5024
 DG5024. The following values were computed from the NAD 83(2011) position.
 DG5024
 DG5024;                    North         East     Units Scale Factor Converg.
 DG5024;SPC FL E     -   205,454.417   225,952.787   MT  0.99994949   +0 06 52.5
 DG5024;SPC FL E     -   674,061.70    741,313.44   sFT  0.99994949   +0 06 52.5
 DG5024;UTM  17      - 2,896,516.298   525,943.932   MT  0.99960831   +0 06 52.5
 DG5024
 DG5024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5024!SPC FL E     -   1.00000323  x   0.99994949  =   0.99995272
 DG5024!UTM  17      -   1.00000323  x   0.99960831  =   0.99961154
 DG5024
 DG5024:                Primary Azimuth Mark                     Grid Az
 DG5024:SPC FL E     -  3AN1 GW 3                                164 32 00.1
 DG5024:UTM  17      -  3AN1 GW 3                                164 32 00.1
 DG5024
 DG5024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2594396516(NAD 83)
 DG5024
 DG5024|---------------------------------------------------------------------|
 DG5024| PID    Reference Object                     Distance      Geod. Az  |
 DG5024|                                                           dddmmss.s |
 DG5024| DG5025 3AN1 GW 2                           261.571 METERS 09632     |
 DG5024| DG5026 3AN1 GW 3                           479.702 METERS 1643852.6 |
 DG5024|---------------------------------------------------------------------|
 DG5024
 DG5024                          SUPERSEDED SURVEY CONTROL
 DG5024
 DG5024  NAD 83(2007)-  26 11 16.35914(N)    080 44 25.25405(W) AD(2002.00) 0
 DG5024  ELLIP H (02/10/07)  -20.538  (m)                       GP(2002.00)    
 DG5024  NAD 83(1999)-  26 11 16.35918(N)    080 44 25.25444(W) AD(       ) 1
 DG5024  ELLIP H (04/07/04)  -20.527  (m)                       GP(       ) 2 2
 DG5024
 DG5024.Superseded values are not recommended for survey control.
 DG5024
 DG5024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5024.See file dsdata.pdf to determine how the superseded data were derived.
 DG5024
 DG5024_MARKER: F = FLANGE-ENCASED ROD
 DG5024_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5024+WITH SETTING: INFORMATION.
 DG5024_STAMPING: 3AN1-GW-1 2003
 DG5024_MARK LOGO: FLDEP
 DG5024_PROJECTION: PROJECTING 140 CENTIMETERS
 DG5024_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5024+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 DG5024_ROD/PIPE-DEPTH: 2.8 meters
 DG5024
 DG5024  HISTORY     - Date     Condition        Report By
 DG5024  HISTORY     - 20030108 MONUMENTED       FLDEP
 DG5024
 DG5024                          STATION DESCRIPTION
 DG5024
 DG5024'DESCRIBED BY FL DEPT OF ENV PRO 2003 (RWH)
 DG5024'THE MARK IS ABOUT 35.0 MI SOUTH-SOUTHWEST OF BELLE GLADE, 18.8 MI
 DG5024'WEST-NORTHWEST OF ANDYTOWN, 4.8 MI NORTHWEST OF THE BOAT RAMP IN A
 DG5024'STRAIGHT LINE, ESTIMATED SECTION 28, TOWNSHIP 49 SOUTH, RANGE 36 EAST.
 DG5024'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES
 DG5024'ALLEY) AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR
 DG5024'14.6 MI TO A BOAT RAMP ON THE NORTH SIDE OF THE INTERSTATE, NOW BY
 DG5024'AIRBOAT GO NORTHWESTERLY FOR 4.9 MI ALONG VARIOUS AIRBOAT TRAILS TO A
 DG5024'TREE ISLAND AND THE MARK, THE MARK IS NORTHWEST OF THE NORTHWEST END
 DG5024'OF THE TREE ISLAND IN A 5.0 FT SQUARE WOODEN PLATFORM THAT IS BUILT
 DG5024'ABOVE THE WATER, THE PLATFORM IS A SUPPORT FOR VARIOUS WATER AND
 DG5024'ATMOSPHERIC INSTRUMENTS, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DG5024'DEPTH OF 9.3 FT, ENCASED IN A 4-INCH DIAMETER PVC PIPE WAS DRIVEN INTO
 DG5024'THE HARBOR BOTTOM AND LEVEL WITH THE PLATFORM, A FEMALE THREADED
 DG5024'COUPLING WITH A MALE THREADED PLUG WAS ATTACHED TO THE TOP OF THE
 DG5024'4-INCH DIAMETER PVC PIPE, THE PVC PIPE PROJECTS 4.3 FT ABOVE THE
 DG5024'HARBOR BOTTOM, THE DATUM POINT IS RECESSED 0.2 FT BELOW THE TOP OF THE
 DG5024'PVC PIPE, NO CONCRETE WAS POURED AROUND THE PVC PIPE, ROCKS WERE
 DG5024'POURED INSIDE OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD, A
 DG5024'1-INCH BY 3-INCH ALUMINUM TAG WAS ATTACHED WITH RIVETS TO THE TOP OF
 DG5024'THE PVC PIPE AND THE DESIGNATION WAS STAMPED INTO THE TAG.
 DG5024'
 DG5024'LOCATED 3.6 FT SOUTH OF A PVC PIPE, 3.3 FT NORTHWEST OF THE SOUTHEAST
 DG5024'CORNER OF THE PLATFORM, 3.2 FT NORTHEAST OF A FLORIDA DEPARTMENT OF
 DG5024'ENVIRONMENTAL PROTECTION, SURVEYING AND MAPPING STAINLESS STEEL ONE
 DG5024'AND FIVE-EIGHTH INCH DIAMETER MARKER SET IN THE SOUTHWEST CORNER OF
 DG5024'THE PLATFORM, 2.1 FT EAST-NORTHEAST OF THE SOUTHWEST SIDE OF THE
 DG5024'PLATFORM AND 3.1 FT NORTHEAST OF A WITNESS POST.
 DG5024'
 DG5024'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A HOLE IN THE PLATFORM.
 DG5024'
 DG5024'NOTE A MAGNET WAS PLACED INSIDE THE 4-INCH DIAMETER PVC.
 DG5024'
 DG5024'NOTE THE WATER LEVEL STATION IS OPERATED BY SOUTH FLORIDA WATER
 DG5024'MANAGEMENT DISTRICT.
 DG5024'
 DG5024'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST
 DG5024'METHOD OF FINDING THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5025 ***********************************************************************
 DG5025  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5025  DESIGNATION -  3AN1 GW 2
 DG5025  PID         -  DG5025
 DG5025  STATE/COUNTY-  FL/BROWARD
 DG5025  COUNTRY     -  US
 DG5025  USGS QUAD   -  EAST OF LONE PALM HEAD (2018)
 DG5025
 DG5025                         *CURRENT SURVEY CONTROL
 DG5025  ______________________________________________________________________
 DG5025* NAD 83(2011) POSITION- 26 11 15.39084(N) 080 44 15.89420(W)   ADJUSTED
 DG5025* NAD 83(2011) ELLIP HT-   -20.538 (meters)        (06/27/12)   ADJUSTED
 DG5025* NAD 83(2011) EPOCH   -  2010.00
 DG5025* NAVD 88 ORTHO HEIGHT -     4.17  (meters)       13.7   (feet) GPS OBS
 DG5025  ______________________________________________________________________
 DG5025  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG5025  GEOID HEIGHT    -        -24.667 (meters)                     GEOID03
 DG5025  GEOID HEIGHT    -        -24.685 (meters)                     GEOID18
 DG5025  NAD 83(2011) X  -    921,807.403 (meters)                     COMP
 DG5025  NAD 83(2011) Y  - -5,652,491.047 (meters)                     COMP
 DG5025  NAD 83(2011) Z  -  2,797,719.408 (meters)                     COMP
 DG5025  LAPLACE CORR    -         -0.28  (seconds)                    DEFLEC18
 DG5025
 DG5025  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5025  Standards:
 DG5025         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5025            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5025  -------------------------------------------------------------------
 DG5025  NETWORK    0.62   0.78           0.22   0.28   0.40     -0.08878466
 DG5025  -------------------------------------------------------------------
 DG5025  Click here for local accuracies and other accuracy information.
 DG5025
 DG5025.The horizontal coordinates were established by GPS observations
 DG5025.and adjusted by the National Geodetic Survey in June 2012.
 DG5025
 DG5025.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5025.been affixed to the stable North American tectonic plate. See 
 DG5025.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5025
 DG5025.The horizontal coordinates are valid at the epoch date displayed above
 DG5025.which is a decimal equivalence of Year/Month/Day.
 DG5025
 DG5025.The orthometric height was determined by GPS observations and a
 DG5025.high-resolution geoid model using precise GPS observation and
 DG5025.processing techniques.
 DG5025
 DG5025.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5025.GEOID18 height accuracy estimate available here.
 DG5025
 DG5025.Click photographs - Photos may exist for this station.
 DG5025
 DG5025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5025
 DG5025.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5025
 DG5025.The ellipsoidal height was determined by GPS observations
 DG5025.and is referenced to NAD 83.
 DG5025
 DG5025. The following values were computed from the NAD 83(2011) position.
 DG5025
 DG5025;                    North         East     Units Scale Factor Converg.
 DG5025;SPC FL E     -   205,425.145   226,212.701   MT  0.99994966   +0 06 56.6
 DG5025;SPC FL E     -   673,965.66    742,166.17   sFT  0.99994966   +0 06 56.6
 DG5025;UTM  17      - 2,896,487.037   526,203.758   MT  0.99960848   +0 06 56.6
 DG5025
 DG5025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5025!SPC FL E     -   1.00000323  x   0.99994966  =   0.99995289
 DG5025!UTM  17      -   1.00000323  x   0.99960848  =   0.99961171
 DG5025
 DG5025:                Primary Azimuth Mark                     Grid Az
 DG5025:SPC FL E     -  3AN1 GW 3                                196 57 07.3
 DG5025:UTM  17      -  3AN1 GW 3                                196 57 07.3
 DG5025
 DG5025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2620396487(NAD 83)
 DG5025
 DG5025|---------------------------------------------------------------------|
 DG5025| PID    Reference Object                     Distance      Geod. Az  |
 DG5025|                                                           dddmmss.s |
 DG5025| DG5026 3AN1 GW 3                           452.728 METERS 1970403.9 |
 DG5025|---------------------------------------------------------------------|
 DG5025
 DG5025                          SUPERSEDED SURVEY CONTROL
 DG5025
 DG5025  NAD 83(2007)-  26 11 15.39096(N)    080 44 15.89486(W) AD(2002.00) 0
 DG5025  ELLIP H (02/10/07)  -20.517  (m)                       GP(2002.00)    
 DG5025  NAD 83(1999)-  26 11 15.39101(N)    080 44 15.89525(W) AD(       ) 1
 DG5025  ELLIP H (04/07/04)  -20.506  (m)                       GP(       ) 2 2
 DG5025
 DG5025.Superseded values are not recommended for survey control.
 DG5025
 DG5025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5025.See file dsdata.pdf to determine how the superseded data were derived.
 DG5025
 DG5025_MARKER: F = FLANGE-ENCASED ROD
 DG5025_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5025+WITH SETTING: INFORMATION.
 DG5025_STAMPING: 3AN1-GW-2 2003
 DG5025_MARK LOGO: FLDEP
 DG5025_PROJECTION: PROJECTING 142 CENTIMETERS
 DG5025_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5025+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 DG5025_ROD/PIPE-DEPTH: 2.6 meters
 DG5025
 DG5025  HISTORY     - Date     Condition        Report By
 DG5025  HISTORY     - 20030108 MONUMENTED       FLDEP
 DG5025
 DG5025                          STATION DESCRIPTION
 DG5025
 DG5025'DESCRIBED BY FL DEPT OF ENV PRO 2003 (RWH)
 DG5025'THE MARK IS ABOUT 35.0 MI SOUTH-SOUTHWEST OF BELLE GLADE, 18.7 MI
 DG5025'WEST-NORTHWEST OF ANDYTOWN, 4.7 MI NORTHWEST OF THE BOAT RAMP IN A
 DG5025'STRAIGHT LINE, ESTIMATED IN SECTION 29, TOWNSHIP 53 SOUTH, RANGE 36
 DG5025'EAST.
 DG5025'
 DG5025'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES
 DG5025'ALLEY) AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR
 DG5025'14.6 MI TO A BOAT RAMP ON THE NORTH SIDE OF THE INTERSTATE, NOW BY
 DG5025'AIRBOAT GO NORTHWESTERLY FOR 4.75 MI ALONG VARIOUS AIRBOAT TRAILS TO A
 DG5025'TREE ISLAND AND THE MARK, THE MARK IS NORTHEAST OF THE NORTHEAST END
 DG5025'OF THE TREE ISLAND, IN A 5.0 FT SQUARE WOODEN PLATFORM THAT IS BUILT
 DG5025'ABOVE THE WATER, THE PLATFORM IS A SUPPORT FOR VARIOUS WATER AND
 DG5025'ATMOSPHERIC INSTRUMENTS, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT
 DG5025'DEPTH OF 8.5 FT, ENCASED IN A 4-INCH DIAMETER PVC PIPE DRIVEN INTO THE
 DG5025'HARBOR BOTTOM AND LEVEL WITH THE PLATFORM, A FEMALE THREADED COUPLING
 DG5025'WITH A MALE THREADED PLUG WAS ATTACHED TO THE TOP OF THE 4-INCH
 DG5025'DIAMETER PVC PIPE, THE PVC PIPE PROJECTS 4.7 FT ABOVE THE HARBOR
 DG5025'BOTTOM, THE DATUM POINT IS RECESSED 0.2 FT BELOW THE TOP OF THE PVC
 DG5025'PIPE, NO CONCRETE WAS POURED AROUND THE PVC PIPE, ROCKS WERE POURED
 DG5025'INSIDE OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD, A 1-INCH
 DG5025'BY 3-INCH ALUMINUM TAG WAS ATTACHED WITH RIVETS TO THE TOP OF THE PVC
 DG5025'PIPE AND THE DESIGNATION WAS STAMPED INTO THE TAG.
 DG5025'
 DG5025'LOCATED 5.1 FT SOUTHWEST OF A WATER LEVEL STAFF, 3.8 FT SOUTHEAST OF
 DG5025'THE NORTHWEST CORNER OF THE PLATFORM, 3.7 FT NORTHEAST OF THE
 DG5025'NORTHEAST CORNER OF THE PLATFORM, 3.3 FT NORTHEAST OF A FLORIDA
 DG5025'DEPARTMENT OF ENVIRONMENTAL PROTECTION, SURVEYING AND MAPPING
 DG5025'STAINLESS STEEL ONE AND FIVE-EIGHTH INCH DIAMETER MARKER SET IN THE
 DG5025'SOUTHWEST CORNER OF THE PLATFORM, 2.1 FT EAST-NORTHEAST OF THE
 DG5025'SOUTHWEST SIDE OF THE PLATFORM AND 3.2 FT NORTHEAST OF A WITNESS POST.
 DG5025'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A HOLE IN THE PLATFORM.
 DG5025'
 DG5025'NOTE A MAGNET WAS PLACED INSIDE THE 4-INCH DIAMETER PVC.
 DG5025'
 DG5025'NOTE THE WATER LEVEL STATION IS OPERATED BY SOUTH FLORIDA WATER
 DG5025'MANAGEMENT DISTRICT.
 DG5025'
 DG5025'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST
 DG5025'METHOD OF FINDING THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5026 ***********************************************************************
 DG5026  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5026  DESIGNATION -  3AN1 GW 3
 DG5026  PID         -  DG5026
 DG5026  STATE/COUNTY-  FL/BROWARD
 DG5026  COUNTRY     -  US
 DG5026  USGS QUAD   -  EAST OF LONE PALM HEAD (2018)
 DG5026
 DG5026                         *CURRENT SURVEY CONTROL
 DG5026  ______________________________________________________________________
 DG5026* NAD 83(2011) POSITION- 26 11 01.32792(N) 080 44 20.67960(W)   ADJUSTED
 DG5026* NAD 83(2011) ELLIP HT-   -20.569 (meters)        (06/27/12)   ADJUSTED
 DG5026* NAD 83(2011) EPOCH   -  2010.00
 DG5026* NAVD 88 ORTHO HEIGHT -     4.13  (meters)       13.5   (feet) GPS OBS
 DG5026  ______________________________________________________________________
 DG5026  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG5026  GEOID HEIGHT    -        -24.663 (meters)                     GEOID03
 DG5026  GEOID HEIGHT    -        -24.680 (meters)                     GEOID18
 DG5026  NAD 83(2011) X  -    921,706.994 (meters)                     COMP
 DG5026  NAD 83(2011) Y  - -5,652,700.897 (meters)                     COMP
 DG5026  NAD 83(2011) Z  -  2,797,331.023 (meters)                     COMP
 DG5026  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 DG5026
 DG5026  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5026  Standards:
 DG5026         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5026            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5026  -------------------------------------------------------------------
 DG5026  NETWORK    0.62   0.78           0.22   0.28   0.40     -0.08866562
 DG5026  -------------------------------------------------------------------
 DG5026  Click here for local accuracies and other accuracy information.
 DG5026
 DG5026.The horizontal coordinates were established by GPS observations
 DG5026.and adjusted by the National Geodetic Survey in June 2012.
 DG5026
 DG5026.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5026.been affixed to the stable North American tectonic plate. See 
 DG5026.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5026
 DG5026.The horizontal coordinates are valid at the epoch date displayed above
 DG5026.which is a decimal equivalence of Year/Month/Day.
 DG5026
 DG5026.The orthometric height was determined by GPS observations and a
 DG5026.high-resolution geoid model using precise GPS observation and
 DG5026.processing techniques.
 DG5026
 DG5026.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5026.GEOID18 height accuracy estimate available here.
 DG5026
 DG5026.Click photographs - Photos may exist for this station.
 DG5026
 DG5026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5026
 DG5026.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5026
 DG5026.The ellipsoidal height was determined by GPS observations
 DG5026.and is referenced to NAD 83.
 DG5026
 DG5026. The following values were computed from the NAD 83(2011) position.
 DG5026
 DG5026;                    North         East     Units Scale Factor Converg.
 DG5026;SPC FL E     -   204,992.110   226,080.706   MT  0.99994957   +0 06 54.5
 DG5026;SPC FL E     -   672,544.95    741,733.12   sFT  0.99994957   +0 06 54.5
 DG5026;UTM  17      - 2,896,054.150   526,071.807   MT  0.99960839   +0 06 54.5
 DG5026
 DG5026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5026!SPC FL E     -   1.00000323  x   0.99994957  =   0.99995280
 DG5026!UTM  17      -   1.00000323  x   0.99960839  =   0.99961162
 DG5026
 DG5026:                Primary Azimuth Mark                     Grid Az
 DG5026:SPC FL E     -  3AN1 GW 2                                016 57 07.3
 DG5026:UTM  17      -  3AN1 GW 2                                016 57 07.3
 DG5026
 DG5026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2607196054(NAD 83)
 DG5026
 DG5026|---------------------------------------------------------------------|
 DG5026| PID    Reference Object                     Distance      Geod. Az  |
 DG5026|                                                           dddmmss.s |
 DG5026| DG5025 3AN1 GW 2                           452.728 METERS 0170401.8 |
 DG5026| DG5024 3AN1 GW 1                           479.702 METERS 3443854.6 |
 DG5026| DG5027 3AN1 GW 4B                          298.822 METERS 34949     |
 DG5026|---------------------------------------------------------------------|
 DG5026
 DG5026                          SUPERSEDED SURVEY CONTROL
 DG5026
 DG5026  NAD 83(2007)-  26 11 01.32805(N)    080 44 20.68026(W) AD(2002.00) 0
 DG5026  ELLIP H (02/10/07)  -20.548  (m)                       GP(2002.00)    
 DG5026  NAD 83(1999)-  26 11 01.32809(N)    080 44 20.68064(W) AD(       ) 1
 DG5026  ELLIP H (04/07/04)  -20.537  (m)                       GP(       ) 2 2
 DG5026
 DG5026.Superseded values are not recommended for survey control.
 DG5026
 DG5026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5026.See file dsdata.pdf to determine how the superseded data were derived.
 DG5026
 DG5026_MARKER: F = FLANGE-ENCASED ROD
 DG5026_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5026+WITH SETTING: INFORMATION.
 DG5026_STAMPING: 3AN1-GW-3 2003
 DG5026_MARK LOGO: FLDEP
 DG5026_PROJECTION: PROJECTING 132 CENTIMETERS
 DG5026_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5026+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 DG5026_ROD/PIPE-DEPTH: 3.0 meters
 DG5026
 DG5026  HISTORY     - Date     Condition        Report By
 DG5026  HISTORY     - 20030108 MONUMENTED       FLDEP
 DG5026
 DG5026                          STATION DESCRIPTION
 DG5026
 DG5026'DESCRIBED BY FL DEPT OF ENV PRO 2003 (RWH)
 DG5026'THE MARK IS ABOUT 35.0 MI SOUTH-SOUTHWEST OF BELLE GLADE, 18.7 MI
 DG5026'WEST-NORTHWEST OF ANDYTOWN, 4.6 MI NORTHWEST OF THE BOAT RAMP IN A
 DG5026'STRAIGHT LINE, ESTIMATED IN SECTION 29, TOWNSHIP 53 SOUTH, RANGE 36
 DG5026'EAST.
 DG5026'
 DG5026'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES
 DG5026'ALLEY) AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR
 DG5026'14.6 MI TO A BOAT RAMP ON THE NORTH SIDE OF THE INTERSTATE, NOW BY
 DG5026'AIRBOAT GO NORTHWESTERLY ALONG VARIOUS AIRBOAT TRAILS FOR 4.7 MI TO A
 DG5026'TREE ISLAND AND THE MARK, THE MARK IS SOUTHWEST OF THE SOUTHWEST END
 DG5026'OF THE TREE ISLAND IN A 5.0 FT SQUARE WOODEN PLATFORM THAT IS BUILT
 DG5026'ABOVE THE WATER, THE PLATFORM IS A SUPPORT FOR VARIOUS WATER AND
 DG5026'ATMOSPHERIC INSTRUMENTS, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT
 DG5026'DEPTH OF 9.8 FT, ENCASED IN A 4-INCH DIAMETER PVC PIPE WAS DRIVEN INTO
 DG5026'THE HARBOR BOTTOM AND LEVEL WITH THE PLATFORM, A FEMALE THREADED
 DG5026'COUPLING WITH A MALE THREADED PLUG WAS ATTACHED TO THE TOP OF THE
 DG5026'4-INCH DIAMETER PVC PIPE, THE PVC PIPE PROJECTS 4.3 FT ABOVE THE
 DG5026'HARBOR BOTTOM, THE DATUM POINT IS RECESSED 0.2 FT BELOW THE TOP OF THE
 DG5026'PVC PIPE, NO CONCRETE WAS POURED AROUND THE PVC PIPE, ROCKS WERE
 DG5026'POURED INSIDE OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD, A
 DG5026'1-INCH BY 3-INCH ALUMINUM TAG WAS ATTACHED WITH RIVETS TO THE TOP OF
 DG5026'THE PVC PIPE AND THE DESIGNATION WAS STAMPED INTO THE TAG.
 DG5026'
 DG5026'LOCATED 3.4 FT SOUTH OF THE CENTER OF A 12-INCH DIAMETER STILL WELL,
 DG5026'3.3 FT NORTHWEST OF THE SOUTHEAST CORNER OF THE PLATFORM, 2.9 FT
 DG5026'NORTHEAST OF A FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION,
 DG5026'SURVEYING AND MAPPING STAINLESS STEEL ONE AND FIVE-EIGHTH INCH
 DG5026'DIAMETER MARKER SET IN THE SOUTHWEST CORNER OF THE PLATFORM AND 2.8 FT
 DG5026'NORTHEAST OF A WITNESS POST.
 DG5026'
 DG5026'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A HOLE IN THE PLATFORM.
 DG5026'
 DG5026'NOTE A MAGNET WAS PLACED INSIDE THE 4-INCH DIAMETER PVC.
 DG5026'
 DG5026'NOTE THE WATER LEVEL STATION IS OPERATED BY SOUTH FLORIDA WATER
 DG5026'MANAGEMENT DISTRICT.
 DG5026'
 DG5026'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST
 DG5026'METHOD OF FINDING THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5027 ***********************************************************************
 DG5027  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5027  DESIGNATION -  3AN1 GW 4B
 DG5027  PID         -  DG5027
 DG5027  STATE/COUNTY-  FL/BROWARD
 DG5027  COUNTRY     -  US
 DG5027  USGS QUAD   -  EAST OF LONE PALM HEAD (2018)
 DG5027
 DG5027                         *CURRENT SURVEY CONTROL
 DG5027  ______________________________________________________________________
 DG5027* NAD 83(2011) POSITION- 26 11 10.88468(N) 080 44 22.58301(W)   ADJUSTED
 DG5027* NAD 83(2011) ELLIP HT-   -21.243 (meters)        (06/27/12)   ADJUSTED
 DG5027* NAD 83(2011) EPOCH   -  2010.00
 DG5027* NAVD 88 ORTHO HEIGHT -     3.46  (meters)       11.4   (feet) GPS OBS
 DG5027  ______________________________________________________________________
 DG5027  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG5027  GEOID HEIGHT    -        -24.665 (meters)                     GEOID03
 DG5027  GEOID HEIGHT    -        -24.683 (meters)                     GEOID18
 DG5027  NAD 83(2011) X  -    921,633.848 (meters)                     COMP
 DG5027  NAD 83(2011) Y  - -5,652,580.714 (meters)                     COMP
 DG5027  NAD 83(2011) Z  -  2,797,594.653 (meters)                     COMP
 DG5027  LAPLACE CORR    -         -0.27  (seconds)                    DEFLEC18
 DG5027
 DG5027  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5027  Standards:
 DG5027         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5027            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5027  -------------------------------------------------------------------
 DG5027  NETWORK    0.62   0.78           0.22   0.28   0.40     -0.08843527
 DG5027  -------------------------------------------------------------------
 DG5027  Click here for local accuracies and other accuracy information.
 DG5027
 DG5027.The horizontal coordinates were established by GPS observations
 DG5027.and adjusted by the National Geodetic Survey in June 2012.
 DG5027
 DG5027.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5027.been affixed to the stable North American tectonic plate. See 
 DG5027.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5027
 DG5027.The horizontal coordinates are valid at the epoch date displayed above
 DG5027.which is a decimal equivalence of Year/Month/Day.
 DG5027
 DG5027.The orthometric height was determined by GPS observations and a
 DG5027.high-resolution geoid model using precise GPS observation and
 DG5027.processing techniques.
 DG5027
 DG5027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5027.GEOID18 height accuracy estimate available here.
 DG5027
 DG5027.Click photographs - Photos may exist for this station.
 DG5027
 DG5027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5027
 DG5027.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5027
 DG5027.The ellipsoidal height was determined by GPS observations
 DG5027.and is referenced to NAD 83.
 DG5027
 DG5027. The following values were computed from the NAD 83(2011) position.
 DG5027
 DG5027;                    North         East     Units Scale Factor Converg.
 DG5027;SPC FL E     -   205,286.100   226,027.267   MT  0.99994954   +0 06 53.7
 DG5027;SPC FL E     -   673,509.48    741,557.79   sFT  0.99994954   +0 06 53.7
 DG5027;UTM  17      - 2,896,348.039   526,018.386   MT  0.99960836   +0 06 53.7
 DG5027
 DG5027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5027!SPC FL E     -   1.00000334  x   0.99994954  =   0.99995288
 DG5027!UTM  17      -   1.00000334  x   0.99960836  =   0.99961170
 DG5027
 DG5027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2601896348(NAD 83)
 DG5027
 DG5027|---------------------------------------------------------------------|
 DG5027| PID    Reference Object                     Distance      Geod. Az  |
 DG5027|                                                           dddmmss.s |
 DG5027| DG5025 3AN1 GW 2                           231.786 METERS 05315     |
 DG5027| DG5026 3AN1 GW 3                           298.822 METERS 16949     |
 DG5027| DG5024 3AN1 GW 1                           184.068 METERS 33615     |
 DG5027|---------------------------------------------------------------------|
 DG5027
 DG5027                          SUPERSEDED SURVEY CONTROL
 DG5027
 DG5027  NAD 83(2007)-  26 11 10.88481(N)    080 44 22.58367(W) AD(2002.00) 0
 DG5027  ELLIP H (02/10/07)  -21.222  (m)                       GP(2002.00)    
 DG5027  NAD 83(1999)-  26 11 10.88485(N)    080 44 22.58405(W) AD(       ) 1
 DG5027  ELLIP H (04/07/04)  -21.211  (m)                       GP(       ) 2 2
 DG5027
 DG5027.Superseded values are not recommended for survey control.
 DG5027
 DG5027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5027.See file dsdata.pdf to determine how the superseded data were derived.
 DG5027
 DG5027_MARKER: F = FLANGE-ENCASED ROD
 DG5027_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5027+WITH SETTING: INFORMATION.
 DG5027_STAMPING: 3AN1-GW-4B 2003
 DG5027_MARK LOGO: FLDEP
 DG5027_PROJECTION: PROJECTING 46 CENTIMETERS
 DG5027_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5027+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2003
 DG5027_ROD/PIPE-DEPTH: 2.0 meters
 DG5027
 DG5027  HISTORY     - Date     Condition        Report By
 DG5027  HISTORY     - 20030108 MONUMENTED       FLDEP
 DG5027
 DG5027                          STATION DESCRIPTION
 DG5027
 DG5027'DESCRIBED BY FL DEPT OF ENV PRO 2003 (RWH)
 DG5027'THE MARK IS ABOUT 35.0 MI SOUTH-SOUTHWEST OF BELLE GLADE, 18.7 MI
 DG5027'WEST-NORTHWEST OF ANDYTOWN, 4.7 MI NORTHWEST OF THE BOAT RAMP IN A
 DG5027'STRAIGHT LINE, ESTIMATED IN SECTION 29, TOWNSHIP 53 SOUTH, RANGE 36
 DG5027'EAST.
 DG5027'
 DG5027'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 (EVERGLADES
 DG5027'ALLEY) AND U.S. HIGHWAY 27 IN ANDYTOWN, GO WEST ON INTERSTATE 75 FOR
 DG5027'14.6 MI TO A BOAT RAMP ON THE NORTH SIDE OF THE INTERSTATE, NOW BY
 DG5027'AIRBOAT GO NORTHWESTERLY ALONG VARIOUS AIRBOAT TRAILS FOR 4.8 MI TO A
 DG5027'TREE ISLAND AND THE MARK, THE MARK IS SOUTHWEST OF THE TREE ISLAND IN
 DG5027'A 5.0 FT SQUARE WOODEN PLATFORM THAT IS BUILT ABOVE THE WATER, THIS IS
 DG5027'THE FIRST OF TWO PLATFORMS CONNECTED BY A WALKWAY, THE FIRST PLATFORM
 DG5027'IS USED FOR DOCKING AN AIRBOAT AND IS CONNECTED TO THE SECOND PLATFORM
 DG5027'BY A 2.0 FT WIDE BY 70.0 FT LONG WALKWAY, THE SECOND PLATFORM IS AT
 DG5027'THE EXTERIOR OF THE TREE ISLAND AND IS USED TO SUPPORT VARIOUS WATER
 DG5027'AND ATMOSPHERIC INSTRUMENTS, THE MARK IN NEAR THE SOUTHEAST SIDE OF
 DG5027'THE FIRST PLATFORM, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT DEPTH
 DG5027'OF 6.5 FT, ENCASED IN A 4-INCH DIAMETER PVC PIPE DRIVEN INTO THE
 DG5027'HARBOR BOTTOM AND LEVEL WITH THE PLATFORM, A FEMALE THREADED COUPLING
 DG5027'WITH A MALE THREADED PLUG WAS ATTACHED TO THE TOP OF THE 4-INCH
 DG5027'DIAMETER PVC PIPE, THE PVC PIPE PROJECTS 1.5 FT ABOVE THE HARBOR
 DG5027'BOTTOM, THE DATUM POINT IS RECESSED 0.8 FT BELOW THE TOP OF THE PVC
 DG5027'PIPE, NO CONCRETE WAS POURED AROUND THE PVC PIPE, ROCKS WERE POURED
 DG5027'INSIDE OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL ROD, A 1-INCH
 DG5027'BY 3-INCH ALUMINUM TAG WAS ATTACHED WITH RIVETS TO THE TOP OF THE PVC
 DG5027'PIPE AND THE DESIGNATION WAS STAMPED INTO THE TAG.
 DG5027'
 DG5027'LOCATED 67.2 FT WEST-SOUTHWEST OF SURVEY MARK 3AN1-GW-4A, 2.6 FT WEST
 DG5027'OF THE SOUTHEAST CORNER OF THE PLATFORM, 2.6 FT EAST OF THE SOUTHWEST
 DG5027'CORNER OF THE PLATFORM, 2.0 FT NORTHEAST OF A FLORIDA DEPARTMENT OF
 DG5027'ENVIRONMENTAL PROTECTION, SURVEYING AND MAPPING STAINLESS STEEL ONE
 DG5027'AND FIVE-EIGHTH INCH DIAMETER MARKER SET IN THE SOUTHWEST CORNER OF
 DG5027'THE PLATFORM, 2.1 FT EAST-NORTHEAST OF THE SOUTHWEST SIDE OF THE
 DG5027'PLATFORM AND 0.5 FT WEST OF A WITNESS POST.
 DG5027'
 DG5027'NOTE A MAGNET WAS PLACED INSIDE THE 4-INCH DIAMETER PVC.
 DG5027'
 DG5027'NOTE THE WATER LEVEL STATION IS OPERATED BY SOUTH FLORIDA WATER
 DG5027'MANAGEMENT DISTRICT.
 DG5027'
 DG5027'NOTE USING A GPS RECEIVER AND THE COORDINATES OF THE MARK IS THE BEST
 DG5027'METHOD OF FINDING THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5022 ***********************************************************************
 DG5022  HT_MOD      -  This is a Height Modernization Survey Station.
 DG5022  DESIGNATION -  3B SE
 DG5022  PID         -  DG5022
 DG5022  STATE/COUNTY-  FL/MIAMI-DADE
 DG5022  COUNTRY     -  US
 DG5022  USGS QUAD   -  COOPERTOWN (2018)
 DG5022
 DG5022                         *CURRENT SURVEY CONTROL
 DG5022  ______________________________________________________________________
 DG5022* NAD 83(2011) POSITION- 25 47 01.07210(N) 080 30 10.48423(W)   ADJUSTED
 DG5022* NAD 83(2011) ELLIP HT-   -22.068 (meters)        (06/27/12)   ADJUSTED
 DG5022* NAD 83(2011) EPOCH   -  2010.00
 DG5022* NAVD 88 ORTHO HEIGHT -     2.61  (meters)        8.6   (feet) GPS OBS
 DG5022  ______________________________________________________________________
 DG5022  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DG5022  GEOID HEIGHT    -        -24.619 (meters)                     GEOID03
 DG5022  GEOID HEIGHT    -        -24.679 (meters)                     GEOID18
 DG5022  NAD 83(2011) X  -    948,202.532 (meters)                     COMP
 DG5022  NAD 83(2011) Y  - -5,668,004.710 (meters)                     COMP
 DG5022  NAD 83(2011) Z  -  2,757,487.823 (meters)                     COMP
 DG5022  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 DG5022
 DG5022  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG5022  Standards:
 DG5022         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG5022            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG5022  -------------------------------------------------------------------
 DG5022  NETWORK    0.48   0.78           0.19   0.20   0.40     -0.07387553
 DG5022  -------------------------------------------------------------------
 DG5022  Click here for local accuracies and other accuracy information.
 DG5022
 DG5022.The horizontal coordinates were established by GPS observations
 DG5022.and adjusted by the National Geodetic Survey in June 2012.
 DG5022
 DG5022.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG5022.been affixed to the stable North American tectonic plate. See 
 DG5022.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG5022
 DG5022.The horizontal coordinates are valid at the epoch date displayed above
 DG5022.which is a decimal equivalence of Year/Month/Day.
 DG5022
 DG5022.The orthometric height was determined by GPS observations and a
 DG5022.high-resolution geoid model using precise GPS observation and
 DG5022.processing techniques.
 DG5022
 DG5022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5022.GEOID18 height accuracy estimate available here.
 DG5022
 DG5022.Click photographs - Photos may exist for this station.
 DG5022
 DG5022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG5022
 DG5022.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG5022
 DG5022.The ellipsoidal height was determined by GPS observations
 DG5022.and is referenced to NAD 83.
 DG5022
 DG5022. The following values were computed from the NAD 83(2011) position.
 DG5022
 DG5022;                    North         East     Units Scale Factor Converg.
 DG5022;SPC FL E     -   160,739.616   249,855.558   MT  0.99997186   +0 12 58.4
 DG5022;SPC FL E     -   527,359.89    819,734.44   sFT  0.99997186   +0 12 58.4
 DG5022;UTM  17      - 2,851,816.754   549,838.547   MT  0.99963067   +0 12 58.4
 DG5022
 DG5022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG5022!SPC FL E     -   1.00000347  x   0.99997186  =   0.99997533
 DG5022!UTM  17      -   1.00000347  x   0.99963067  =   0.99963414
 DG5022
 DG5022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ4983851816(NAD 83)
 DG5022
 DG5022                          SUPERSEDED SURVEY CONTROL
 DG5022
 DG5022  NAD 83(2007)-  25 47 01.07245(N)    080 30 10.48521(W) AD(2002.00) 0
 DG5022  ELLIP H (02/10/07)  -22.029  (m)                       GP(2002.00)    
 DG5022  NAD 83(1999)-  25 47 01.07211(N)    080 30 10.48497(W) AD(       ) 1
 DG5022  ELLIP H (04/07/04)  -22.000  (m)                       GP(       ) 2 2
 DG5022
 DG5022.Superseded values are not recommended for survey control.
 DG5022
 DG5022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG5022.See file dsdata.pdf to determine how the superseded data were derived.
 DG5022
 DG5022_MARKER: F = FLANGE-ENCASED ROD
 DG5022_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG5022+WITH SETTING: INFORMATION.
 DG5022_STAMPING: 3B-SE 2002
 DG5022_MARK LOGO: FLDEP
 DG5022_PROJECTION: PROJECTING 142 CENTIMETERS
 DG5022_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5022+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2002
 DG5022_ROD/PIPE-DEPTH: 2.3 meters
 DG5022
 DG5022  HISTORY     - Date     Condition        Report By
 DG5022  HISTORY     - 20021221 MONUMENTED       FLDEP
 DG5022
 DG5022                          STATION DESCRIPTION
 DG5022
 DG5022'DESCRIBED BY FL DEPT OF ENV PRO 2002 (RWH)
 DG5022'THE MARK IS ABOUT 19.5 MI WEST OF MIAMI, 3.6 MI NORTHEAST OF
 DG5022'COPPERTOWN, IN SECTION 35, TOWNSHIP 53 SOUTH, RANGE 38 EAST.
 DG5022'
 DG5022'TO REACH THE MARK FROM THE INTERSECTION OF HOMESTEAD EXTENSION FLORIDA
 DG5022'TURNPIKE (STATE ROAD 821) AND TAMIAMI TRAIL (U.S. HIGHWAY 41) IN
 DG5022'SWEETWATER, GO WEST ON TAMIAMI TRAIL FOR 6.0 MI TO THE INTERSECTION OF
 DG5022'KROME AVENUE (STATE ROAD 997), CONTINUE WEST ON TAMIAMI TRAIL FOR 1.3
 DG5022'MI TO THE JUNCTION OF A PAVED ROAD LEADING NORTH TO A BRIDGE OVER THE
 DG5022'CANAL THAT PARALLELS TAMIAMI TRAIL AND GOES TO PUMPING STRUCTURE S344,
 DG5022'TURN RIGHT ON THE PAVED ROAD AND GO NORTH FOR 0.05 MI TO THE JUNCTION
 DG5022'OF A ROADWAY THAT RUNS ON TOP OF THE LEVEE, CONTINUE NORTH ACROSS THE
 DG5022'TOP OF THE LEVEE TO AN AIRBOAT RAMP ON THE NORTH SIDE OF THE LEVEE,
 DG5022'NOW BY AIRBOAT GO NORTH FOR 1.5 MI TO A PLATFORM FOR A WATER LEVEL
 DG5022'STATION ON THE RIGHT (EAST) AND THE MARK, A STAINLESS STEEL ROD DRIVEN
 DG5022'INTO THE GROUND AT A DEPTH OF 7.7 FT ENCASED IN A 4-INCH DIAMETER PVC
 DG5022'PIPE DRIVEN INTO THE HARBOR BOTTOM AND LEVEL WITH THE PLATFORM, A
 DG5022'FEMALE THREADED COUPLING WITH A MALE THREADED PLUG WAS ATTACHED TO THE
 DG5022'TOP OF THE 4-INCH DIAMETER PVC PIPE, THE PVC PIPE PROJECTS 4.9 FT
 DG5022'ABOVE THE HARBOR BOTTOM, THE DATUM POINT IS RECESSED 0.2 FT BELOW THE
 DG5022'TOP OF THE PVC PIPE, NO CONCRETE WAS POURED AROUND THE PVC PIPE, ROCKS
 DG5022'WERE POURED INSIDE OF THE PVC PIPE TO STABILIZE THE STAINLESS STEEL
 DG5022'ROD, A 1-INCH BY 3-INCH ALUMINUM TAG WAS ATTACHED WITH RIVETS TO THE
 DG5022'TOP OF THE PVC PIPE AND THE DESIGNATION WAS STAMPED INTO THE TAG.
 DG5022'
 DG5022'THE MARK IS LOCATED IN THE CENTER OF THE 5.0 FT SQUARE PLATFORM FOR
 DG5022'THE WATER LEVEL STATION, 3.8 FT SOUTHEAST OF THE NORTHWEST CORNER OF
 DG5022'THE PLATFORM, 2.2 FT WEST OF THE WEST SIDE OF THE 12-INCH DIAMETER
 DG5022'STEEL STILLING WELL AND 3.2 FT NORTHEAST OF A WITNESS POST.
 DG5022'
 DG5022'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A HOLE IN THE WOODEN
 DG5022'DECK.
 DG5022'
 DG5022'NOTE A MAGNET WAS PLACED INSIDE THE 4-INCH DIAMETER PVC PIPE.
 DG5022'
 DG5022'NOTE THE WATER LEVEL STATION IS OPERATED BY SOUTH FLORIDA WATER
 DG5022'MANAGEMENT DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0812 ***********************************************************************
 BE0812  DESIGNATION -  4
 BE0812  PID         -  BE0812
 BE0812  STATE/COUNTY-  FL/BAY
 BE0812  COUNTRY     -  US
 BE0812  USGS QUAD   -  LONG POINT (2018)
 BE0812
 BE0812                         *CURRENT SURVEY CONTROL
 BE0812  ______________________________________________________________________
 BE0812* NAD 83(1986) POSITION- 30 06 19.     (N) 085 36 14.     (W)   SCALED
 BE0812* NAVD 88 ORTHO HEIGHT -     4.124 (meters)       13.53  (feet) ADJUSTED
 BE0812  ______________________________________________________________________
 BE0812  GEOID HEIGHT    -        -27.687 (meters)                     GEOID18
 BE0812  DYNAMIC HEIGHT  -          4.119 (meters)       13.51  (feet) COMP
 BE0812  MODELED GRAVITY -    979,313.4   (mgal)                       NAVD 88
 BE0812  OBS GRAVITY     -    979,313.0   (mgal)                       GRAV_OBS
 BE0812
 BE0812  VERT ORDER      -  FIRST     CLASS II
 BE0812
 BE0812.The horizontal coordinates were scaled from a map and have
 BE0812.an estimated accuracy of +/- 6 seconds.
 BE0812
 BE0812.The orthometric height was determined by differential leveling and
 BE0812.adjusted by the NATIONAL GEODETIC SURVEY
 BE0812.in June 1991.
 BE0812
 BE0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0812.GEOID18 height accuracy estimate available here.
 BE0812
 BE0812.Click photographs - Photos may exist for this station.
 BE0812
 BE0812.The dynamic height is computed by dividing the NAVD 88
 BE0812.geopotential number by the normal gravity value computed on the
 BE0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0812.degrees latitude (g = 980.6199 gals.).
 BE0812
 BE0812.The modeled gravity was interpolated from observed gravity values.
 BE0812
 BE0812.The observed gravity was obtained from relative gravimeter ties
 BE0812.to the IGSN71 gravity network.
 BE0812
 BE0812;                    North         East    Units  Estimated Accuracy
 BE0812;SPC FL N     -   123,030.      493,610.      MT  (+/- 180 meters Scaled)
 BE0812
 BE0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU345312(NAD 83)
 BE0812
 BE0812                          SUPERSEDED SURVEY CONTROL
 BE0812
 BE0812  NGVD 29 (??/??/92)    4.273  (m)           14.02   (f) ADJ UNCH    1 2
 BE0812
 BE0812.Superseded values are not recommended for survey control.
 BE0812
 BE0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0812.See file dsdata.pdf to determine how the superseded data were derived.
 BE0812
 BE0812_MARKER: DD = SURVEY DISK
 BE0812_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BE0812_SP_SET: BRIDGE ABUTMENT
 BE0812_STAMPING: NO 4 1933
 BE0812_MARK LOGO: USACE
 BE0812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE0812
 BE0812  HISTORY     - Date     Condition        Report By
 BE0812  HISTORY     - 1933     MONUMENTED       USACE
 BE0812  HISTORY     - 1961     GOOD             CGS
 BE0812  HISTORY     - 1989     GOOD             USPSQD
 BE0812  HISTORY     - 1990     GOOD             USPSQD
 BE0812  HISTORY     - 19930614 MARK NOT FOUND   USPSQD
 BE0812  HISTORY     - 19940411 GOOD             USPSQD
 BE0812  HISTORY     - 19990406 GOOD             USPSQD
 BE0812  HISTORY     - 20170408 MARK NOT FOUND   FLDEP
 BE0812
 BE0812                          STATION DESCRIPTION
 BE0812
 BE0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BE0812'2.6 MI SE FROM PARKER.
 BE0812'2.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE MASONIC TEMPLE
 BE0812'AND POST OFFICE AT PARKER, 14 FT. SOUTHEAST OF THE CENTER LINE OF
 BE0812'THE HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 BE0812'CONCRETE ABUTMENT OF THE DUPONT BRIDGE, 3 FT. NORTHWEST OF THE
 BE0812'SOUTHEAST END OF THE ABUTMENT, 4 FT. BELOW THE LEVEL OF THE
 BE0812'BRIDGE FLOOR.
 BE0812
 BE0812                          STATION RECOVERY (1989)
 BE0812
 BE0812'RECOVERY NOTE BY US POWER SQUADRON 1989 (GWM)
 BE0812'RECOVERED IN GOOD CONDITION.
 BE0812
 BE0812                          STATION RECOVERY (1990)
 BE0812
 BE0812'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 BE0812'RECOVERED IN GOOD CONDITION.
 BE0812
 BE0812                          STATION RECOVERY (1993)
 BE0812
 BE0812'RECOVERY NOTE BY US POWER SQUADRON 1993 (LJR)
 BE0812'MARK NOT FOUND.
 BE0812
 BE0812                          STATION RECOVERY (1994)
 BE0812
 BE0812'RECOVERY NOTE BY US POWER SQUADRON 1994
 BE0812'RECOVERED IN GOOD CONDITION.
 BE0812
 BE0812                          STATION RECOVERY (1999)
 BE0812
 BE0812'RECOVERY NOTE BY US POWER SQUADRON 1999
 BE0812'RECOVERED IN GOOD CONDITION.
 BE0812
 BE0812                          STATION RECOVERY (2017)
 BE0812
 BE0812'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (DLP)
 BE0812'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1416 ***********************************************************************
 AQ1416  DESIGNATION -  4
 AQ1416  PID         -  AQ1416
 AQ1416  STATE/COUNTY-  FL/VOLUSIA
 AQ1416  COUNTRY     -  US
 AQ1416  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1416
 AQ1416                         *CURRENT SURVEY CONTROL
 AQ1416  ______________________________________________________________________
 AQ1416* NAD 83(1986) POSITION- 29 02 19.     (N) 080 54 14.     (W)   SCALED
 AQ1416* NAVD 88 ORTHO HEIGHT -     4.744 (meters)       15.56  (feet) ADJUSTED
 AQ1416  ______________________________________________________________________
 AQ1416  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 AQ1416  DYNAMIC HEIGHT  -          4.737 (meters)       15.54  (feet) COMP
 AQ1416  MODELED GRAVITY -    979,263.1   (mgal)                       NAVD 88
 AQ1416
 AQ1416  VERT ORDER      -  FIRST     CLASS II
 AQ1416
 AQ1416.The horizontal coordinates were scaled from a map and have
 AQ1416.an estimated accuracy of +/- 6 seconds.
 AQ1416
 AQ1416.The orthometric height was determined by differential leveling and
 AQ1416.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1416.in June 1991.
 AQ1416
 AQ1416.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1416.GEOID18 height accuracy estimate available here.
 AQ1416
 AQ1416.Click photographs - Photos may exist for this station.
 AQ1416
 AQ1416.The dynamic height is computed by dividing the NAVD 88
 AQ1416.geopotential number by the normal gravity value computed on the
 AQ1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1416.degrees latitude (g = 980.6199 gals.).
 AQ1416
 AQ1416.The modeled gravity was interpolated from observed gravity values.
 AQ1416
 AQ1416;                    North         East    Units  Estimated Accuracy
 AQ1416;SPC FL E     -   521,310.      209,360.      MT  (+/- 180 meters Scaled)
 AQ1416
 AQ1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN093122(NAD 83)
 AQ1416
 AQ1416                          SUPERSEDED SURVEY CONTROL
 AQ1416
 AQ1416  NGVD 29 (??/??/92)    5.111  (m)           16.77   (f) ADJ UNCH    1 2
 AQ1416
 AQ1416.Superseded values are not recommended for survey control.
 AQ1416
 AQ1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1416.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1416
 AQ1416_MARKER: DD = SURVEY DISK
 AQ1416_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1416_SP_SET: SIDEWALK
 AQ1416_STAMPING: 4
 AQ1416_MARK LOGO: FLHD
 AQ1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1416
 AQ1416  HISTORY     - Date     Condition        Report By
 AQ1416  HISTORY     - UNK      MONUMENTED       FLHD
 AQ1416  HISTORY     - 1963     GOOD             CGS
 AQ1416  HISTORY     - 1984     GOOD             USPSQD
 AQ1416  HISTORY     - 20210319 MARK NOT FOUND   GEOCAC
 AQ1416
 AQ1416                          STATION DESCRIPTION
 AQ1416
 AQ1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AQ1416'1.9 MI E FROM NEW SMYRNA BEACH.
 AQ1416'1.9 MILES EAST ALONG STATE HIGHWAY 44 FROM THE INTERSECTION OF
 AQ1416'U.S. HIGHWAY 1 AT NEW SMYRNA BEACH, SET ON THE TOP OF THE SOUTH
 AQ1416'CONCRETE SIDEWALK OF THE LARGE HIGHWAY BRIDGE OVER THE INDIAN
 AQ1416'RIVER, DIRECTLY OVER THE FIRST PIER WEST OF THE EAST END OF
 AQ1416'THE BRIDGE, 18.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 AQ1416'182 FEET WEST OF THE EAST END OF THE BRIDGE, 14.4 FEET EAST OF
 AQ1416'THE EAST END OF THE DRAW PART OF THE BRIDGE, AND 1 FOOT ABOVE
 AQ1416'THE LEVEL OF THE HIGHWAY.  NOTE-- THE FIGURE 4 WAS STAMPED ON
 AQ1416'THE DISK BY THIS PARTY IN 1963.
 AQ1416
 AQ1416                          STATION RECOVERY (1984)
 AQ1416
 AQ1416'RECOVERY NOTE BY US POWER SQUADRON 1984
 AQ1416'RECOVERED IN GOOD CONDITION.
 AQ1416
 AQ1416                          STATION RECOVERY (2021)
 AQ1416
 AQ1416'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1416'THE BRIDGE AND SIDEWALK HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG1805 ***********************************************************************
 BG1805  DESIGNATION -  4
 BG1805  PID         -  BG1805
 BG1805  STATE/COUNTY-  FL/ESCAMBIA
 BG1805  COUNTRY     -  US
 BG1805  USGS QUAD   -  FORT BARRANCAS (2018)
 BG1805
 BG1805                         *CURRENT SURVEY CONTROL
 BG1805  ______________________________________________________________________
 BG1805* NAD 83(1986) POSITION- 30 20 55.     (N) 087 18 11.     (W)   SCALED
 BG1805* NAVD 88 ORTHO HEIGHT -     9.940 (meters)       32.61  (feet) ADJUSTED
 BG1805* NAVD 88 EPOCH        -  2009.55
 BG1805  **This station is located in a suspected subsidence area (see below).
 BG1805  ______________________________________________________________________
 BG1805  GEOID HEIGHT    -        -27.450 (meters)                     GEOID18
 BG1805  DYNAMIC HEIGHT  -          9.927 (meters)       32.57  (feet) COMP
 BG1805  MODELED GRAVITY -    979,342.2   (mgal)                       NAVD 88
 BG1805
 BG1805  VERT ORDER      -  FIRST     CLASS II
 BG1805
 BG1805.The horizontal coordinates were scaled from a map and have
 BG1805.an estimated accuracy of +/- 6 seconds.
 BG1805
 BG1805.** This station is in an area of known vertical motion.  Due to the
 BG1805.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG1805.** determined the orthometric heights for marks in these suspect
 BG1805.** subsidence areas should be considered valid only at the epoch date
 BG1805.** associated with the orthometric height.  These heights must always
 BG1805.** be validated when used as control.  All previously superseded
 BG1805.** orthometric heights are now considered suspect and are available
 BG1805.** in the superseded section.  NGS does not recommend using suspect
 BG1805.** or superseded heights as control.
 BG1805
 BG1805.The orthometric height was determined by differential leveling and
 BG1805.adjusted by the NATIONAL GEODETIC SURVEY
 BG1805.in July 2012.
 BG1805
 BG1805.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG1805.GEOID18 height accuracy estimate available here.
 BG1805
 BG1805.Click photographs - Photos may exist for this station.
 BG1805
 BG1805.The dynamic height is computed by dividing the NAVD 88
 BG1805.geopotential number by the normal gravity value computed on the
 BG1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1805.degrees latitude (g = 980.6199 gals.).
 BG1805
 BG1805.The modeled gravity was interpolated from observed gravity values.
 BG1805
 BG1805;                    North         East    Units  Estimated Accuracy
 BG1805;SPC FL N     -   152,800.      330,530.      MT  (+/- 180 meters Scaled)
 BG1805
 BG1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU708574(NAD 83)
 BG1805
 BG1805                          SUPERSEDED SURVEY CONTROL
 BG1805
 BG1805  NAVD 88 (06/15/91)    9.951  (m)           32.65   (f) SUPERSEDED  1 2
 BG1805  NGVD 29 (??/??/92)   10.02   (m)           32.9    (f) COMPUTED    1 2
 BG1805
 BG1805.Superseded values are not recommended for survey control.
 BG1805
 BG1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1805.See file dsdata.pdf to determine how the superseded data were derived.
 BG1805
 BG1805_MARKER: DD = SURVEY DISK
 BG1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG1805_STAMPING: LHP NE COR NO 4 1942
 BG1805_MARK LOGO: USACE
 BG1805_PROJECTION: PROJECTING 5 CENTIMETERS
 BG1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG1805+STABILITY: SURFACE MOTION
 BG1805
 BG1805  HISTORY     - Date     Condition        Report By
 BG1805  HISTORY     - 1942     MONUMENTED       USACE
 BG1805  HISTORY     - 1955     GOOD             CGS
 BG1805
 BG1805                          STATION DESCRIPTION
 BG1805
 BG1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG1805'AT PENSACOLA NAS.
 BG1805'AT PENSACOLA NAVAL AIR STATION, ABOUT 1.45 MILES SOUTHEAST ALONG
 BG1805'MURRAY ROAD FROM THE MAIN NORTH ENTRANCE TO AIR STATION, THENCE
 BG1805'ABOUT 0.3 MILE EAST ALONG SAUFLEY STREET, THENCE ABOUT 0.3
 BG1805'MILE SOUTH ALONG EAST AVENUE, THENCE ABOUT 1.35 MILE WEST ALONG
 BG1805'SOUTH AVENUE AND DALLAS STREET, THENCE ABOUT 1.0 MILE SOUTHWEST
 BG1805'ALONG SAN CARLOS ROAD, ABOUT 0.35 MILE WEST ALONG SAN CARLOS
 BG1805'ROAD FROM OLD FORT SAN CARLOS, ABOUT 0.5 MILE EAST OF PENSACOLA
 BG1805'LIGHTHOUSE, AT THE TEMPORARY WEST GATE ENTRANCE TO AIR STATION,
 BG1805'66 FEET SOUTH OF CENTER LINE OF ROAD, 41 1/2 FEET SOUTHEAST
 BG1805'OF TELEPHONE POLE NUMBERED 1 AND 3 (TWO SEPERATE PLATES), 1 1/2
 BG1805'FEET WEST OF A STEEL FENCE, ABOUT 1 FOOT BELOW LEVEL OF ROAD
 BG1805'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  THIS
 BG1805'MARK IS ABOUT 3.0 MILES NORTHEAST AND EAST ALONG WEST ACCESS
 BG1805'ROAD AND SAN CARLOS ROAD FROM THE MAIN WEST ENTRANCE GATE TO
 BG1805'AIR STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2923 ***********************************************************************
 AK2923  DESIGNATION -  4
 AK2923  PID         -  AK2923
 AK2923  STATE/COUNTY-  FL/BREVARD
 AK2923  COUNTRY     -  US
 AK2923  USGS QUAD   -  TROPIC (2018)
 AK2923
 AK2923                         *CURRENT SURVEY CONTROL
 AK2923  ______________________________________________________________________
 AK2923* NAD 83(1986) POSITION- 28 14 51.     (N) 080 36 11.     (W)   SCALED
 AK2923* NAVD 88 ORTHO HEIGHT -     0.139 (meters)        0.46  (feet) ADJUSTED
 AK2923  ______________________________________________________________________
 AK2923  GEOID HEIGHT    -        -28.287 (meters)                     GEOID18
 AK2923  DYNAMIC HEIGHT  -          0.138 (meters)        0.45  (feet) COMP
 AK2923  MODELED GRAVITY -    979,197.1   (mgal)                       NAVD 88
 AK2923
 AK2923  VERT ORDER      -  FIRST     CLASS II
 AK2923
 AK2923.The horizontal coordinates were scaled from a map and have
 AK2923.an estimated accuracy of +/- 6 seconds.
 AK2923
 AK2923.The orthometric height was determined by differential leveling and
 AK2923.adjusted by the NATIONAL GEODETIC SURVEY
 AK2923.in June 1991.
 AK2923
 AK2923.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2923.GEOID18 height accuracy estimate available here.
 AK2923
 AK2923.Click photographs - Photos may exist for this station.
 AK2923
 AK2923.The dynamic height is computed by dividing the NAVD 88
 AK2923.geopotential number by the normal gravity value computed on the
 AK2923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2923.degrees latitude (g = 980.6199 gals.).
 AK2923
 AK2923.The modeled gravity was interpolated from observed gravity values.
 AK2923
 AK2923;                    North         East    Units  Estimated Accuracy
 AK2923;SPC FL E     -   433,700.      238,950.      MT  (+/- 180 meters Scaled)
 AK2923
 AK2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM389246(NAD 83)
 AK2923
 AK2923                          SUPERSEDED SURVEY CONTROL
 AK2923
 AK2923  NGVD 29 (??/??/92)    0.57   (m)            1.9    (f) COMPUTED    1 2
 AK2923
 AK2923.Superseded values are not recommended for survey control.
 AK2923
 AK2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2923.See file dsdata.pdf to determine how the superseded data were derived.
 AK2923
 AK2923_MARKER: DD = SURVEY DISK
 AK2923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2923_STAMPING: 4
 AK2923_MARK LOGO: USN
 AK2923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2923+STABILITY: SURFACE MOTION
 AK2923
 AK2923  HISTORY     - Date     Condition        Report By
 AK2923  HISTORY     - UNK      MONUMENTED       USN
 AK2923  HISTORY     - 1953     MARK NOT FOUND   CGS
 AK2923
 AK2923                          STATION DESCRIPTION
 AK2923
 AK2923'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AK2923'AT PATRICK AFB.
 AK2923'AT PATRICK AIR FORCE BASE, 0.2 MILE NORTHWEST OF THE CONTROL
 AK2923'TOWER, 68 FEET NORTH OF THE CENTERLINE OF DOUGLAS STREET, 27
 AK2923'FEET WEST OF THE WEST EDGE OF THE CONCRETE APRON EXTENDING
 AK2923'FROM HANGAR 314, AND ABOUT 4 FEET UNDER GROUND.  A NAVAL
 AK2923'RESERVATION DISK, STAMPED 4 AND SET IN THE TOP OF A CONCRETE
 AK2923'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4350 ***********************************************************************
 BG4350  DESIGNATION -  4
 BG4350  PID         -  BG4350
 BG4350  STATE/COUNTY-  FL/OKALOOSA
 BG4350  COUNTRY     -  US
 BG4350  USGS QUAD   -  FORT WALTON BEACH (2018)
 BG4350
 BG4350                         *CURRENT SURVEY CONTROL
 BG4350  ______________________________________________________________________
 BG4350* NAD 83(1990) POSITION- 30 24 02.82210(N) 086 35 48.36406(W)   ADJUSTED
 BG4350* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 BG4350  ______________________________________________________________________
 BG4350  GEOID HEIGHT    -        -27.260 (meters)                     GEOID18
 BG4350  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 BG4350  HORZ ORDER      -  THIRD
 BG4350
 BG4350.The horizontal coordinates were established by classical geodetic methods
 BG4350.and adjusted by the National Geodetic Survey in December 1992.
 BG4350
 BG4350.The orthometric height was scaled from a topographic map.
 BG4350
 BG4350.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4350.GEOID18 height accuracy estimate available here.
 BG4350
 BG4350.Click photographs - Photos may exist for this station.
 BG4350
 BG4350.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG4350
 BG4350. The following values were computed from the NAD 83(1990) position.
 BG4350
 BG4350;                    North         East     Units Scale Factor Converg.
 BG4350;SPC FL N     -   157,126.850   398,528.629   MT  0.99995670   -1 03 13.2
 BG4350;SPC FL N     -   515,507.01  1,307,506.01   sFT  0.99995670   -1 03 13.2
 BG4350;UTM  16      - 3,363,265.788   538,733.747   MT  0.99961851   +0 12 14.6
 BG4350
 BG4350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4350!SPC FL N     -   1.00000399  x   0.99995670  =   0.99996069
 BG4350!UTM  16      -   1.00000399  x   0.99961851  =   0.99962250
 BG4350
 BG4350:                Primary Azimuth Mark                     Grid Az
 BG4350:SPC FL N     -  SILVER TOWER 1934                        238 31 28.1
 BG4350:UTM  16      -  SILVER TOWER 1934                        237 16 00.3
 BG4350
 BG4350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU3873363265(NAD 83)
 BG4350
 BG4350|---------------------------------------------------------------------|
 BG4350| PID    Reference Object                     Distance      Geod. Az  |
 BG4350|                                                           dddmmss.s |
 BG4350| CW2623 4 RM 1                               31.348 METERS 07444     |
 BG4350| CW2624 4 RM 2                               27.158 METERS 19237     |
 BG4350| BG4363 SILVER TOWER 1934                   APPROX. 1.1 KM 2372814.9 |
 BG4350| BG4366 5                                   435.328 METERS 3250223.3 |
 BG4350|---------------------------------------------------------------------|
 BG4350
 BG4350                          SUPERSEDED SURVEY CONTROL
 BG4350
 BG4350  NAD 83(1990)-  30 24 02.82312(N)    086 35 48.36593(W) AD(       ) 3
 BG4350  NAD 83(1986)-  30 24 02.84284(N)    086 35 48.37257(W) AD(       ) 3
 BG4350  NAD 27      -  30 24 02.12100(N)    086 35 48.54400(W) AD(       ) 3
 BG4350
 BG4350.Superseded values are not recommended for survey control.
 BG4350
 BG4350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4350.See file dsdata.pdf to determine how the superseded data were derived.
 BG4350
 BG4350_MARKER: DS = TRIANGULATION STATION DISK
 BG4350_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BG4350_MARK LOGO: CGS
 BG4350_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4350
 BG4350  HISTORY     - Date     Condition        Report By
 BG4350  HISTORY     - 1934     MONUMENTED       CGS
 BG4350  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BG4350
 BG4350                          STATION DESCRIPTION
 BG4350
 BG4350'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BG4350'THIS STATION IS ON THE S BANK OF THE NARROWS APPROXIMATELY 940
 BG4350'FEET E OF THE S END OF BROOKS CONCRETE BRIDGE, ACROSS THE
 BG4350'NARROWS, JUST E OF THE TOWN OF FORT WALTON, FLORIDA.  IT IS ON
 BG4350'A SAND BANK 9 METERS S OF THE S BANK OF THE NARROWS AND 1-1/2
 BG4350'METERS S OF THE EDGE OF THE SHRUBBERY IN AN OPEN PLACE, ON A
 BG4350'SMALL SAND DUNE.  STATION IS APPROXIMATELY 250 FEET SW OF DAY
 BG4350'MARK NO.1 IN SANTA ROSA CHANNEL.
 BG4350'
 BG4350'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BG4350'DISKS IN TILE.
 BG4350'
 BG4350'REFERENCE MARK NO.1 IS APPROXIMATELY 150 FEET SW OF DAY MARK
 BG4350'NO.1 IN SANTA ROSA CHANNEL AND 6.5 METERS S OF THE S BANK OF
 BG4350'SANTA ROSA SOUND.  MARK IS E OF THE MAIN STATION AT THE FOOT OF
 BG4350'THE SLOPING SAND DUNE.  REFERENCE MARK NO.2 IS 36 METERS S OF
 BG4350'THE S BANK OF SANTA ROSA SOUND ON THE SIDE OF A LARGE SAND DUNE
 BG4350'AND 3 METERS N OF A 12-INCH LONE PINE TREE SW OF THE MAIN
 BG4350'STATION.
 BG4350
 BG4350                          STATION RECOVERY (1987)
 BG4350
 BG4350'RECOVERY NOTE BY US POWER SQUADRON 1987 (SS)
 BG4350'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9460 ***********************************************************************
 AG9460  DESIGNATION -  4 09 46 23
 AG9460  PID         -  AG9460
 AG9460  STATE/COUNTY-  FL/LEE
 AG9460  COUNTRY     -  US
 AG9460  USGS QUAD   -  SANIBEL (2018)
 AG9460
 AG9460                         *CURRENT SURVEY CONTROL
 AG9460  ______________________________________________________________________
 AG9460* NAD 83(2011) POSITION- 26 29 03.68868(N) 082 00 29.27691(W)   ADJUSTED
 AG9460* NAD 83(2011) ELLIP HT-   -22.952 (meters)        (06/27/12)   ADJUSTED
 AG9460* NAD 83(2011) EPOCH   -  2010.00
 AG9460* NAVD 88 ORTHO HEIGHT -     0.8   (meters)        3.    (feet) GPS OBS
 AG9460  ______________________________________________________________________
 AG9460  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9460  GEOID HEIGHT    -        -24.600 (meters)                     GEOID93
 AG9460  GEOID HEIGHT    -        -23.749 (meters)                     GEOID18
 AG9460  NAD 83(2011) X  -    794,233.705 (meters)                     COMP
 AG9460  NAD 83(2011) Y  - -5,657,092.540 (meters)                     COMP
 AG9460  NAD 83(2011) Z  -  2,827,183.555 (meters)                     COMP
 AG9460  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 AG9460
 AG9460  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9460  Standards:
 AG9460         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9460            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9460  -------------------------------------------------------------------
 AG9460  NETWORK    1.89   2.80           0.71   0.82   1.43      0.16033775
 AG9460  -------------------------------------------------------------------
 AG9460  Click here for local accuracies and other accuracy information.
 AG9460
 AG9460.The horizontal coordinates were established by GPS observations
 AG9460.and adjusted by the National Geodetic Survey in June 2012.
 AG9460
 AG9460.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9460.been affixed to the stable North American tectonic plate. See 
 AG9460.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9460
 AG9460.The horizontal coordinates are valid at the epoch date displayed above
 AG9460.which is a decimal equivalence of Year/Month/Day.
 AG9460
 AG9460.The orthometric height was determined by GPS observations and a
 AG9460.high-resolution geoid model.
 AG9460
 AG9460.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9460.GEOID18 height accuracy estimate available here.
 AG9460
 AG9460.Click photographs - Photos may exist for this station.
 AG9460
 AG9460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9460
 AG9460.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9460
 AG9460.The ellipsoidal height was determined by GPS observations
 AG9460.and is referenced to NAD 83.
 AG9460
 AG9460. The following values were computed from the NAD 83(2011) position.
 AG9460
 AG9460;                    North         East     Units Scale Factor Converg.
 AG9460;SPC FL W     -   238,274.568   199,189.211   MT  0.99994118   -0 00 13.1
 AG9460;SPC FL W     -   781,739.15    653,506.60   sFT  0.99994118   -0 00 13.1
 AG9460;UTM  17      - 2,929,719.458   399,522.638   MT  0.99972464   -0 26 58.6
 AG9460
 AG9460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9460!SPC FL W     -   1.00000361  x   0.99994118  =   0.99994479
 AG9460!UTM  17      -   1.00000361  x   0.99972464  =   0.99972824
 AG9460
 AG9460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9952229719(NAD 83)
 AG9460
 AG9460                          SUPERSEDED SURVEY CONTROL
 AG9460
 AG9460  NAD 83(2007)-  26 29 03.68880(N)    082 00 29.27754(W) AD(2002.00) 0
 AG9460  ELLIP H (02/10/07)  -22.936  (m)                       GP(2002.00)    
 AG9460  NAD 83(1999)-  26 29 03.68918(N)    082 00 29.27782(W) AD(       ) 1
 AG9460  ELLIP H (07/06/01)  -22.935  (m)                       GP(       ) 4 2
 AG9460  NAD 83(1990)-  26 29 03.68734(N)    082 00 29.27709(W) AD(       ) 1
 AG9460  ELLIP H (11/12/93)  -22.873  (m)                       GP(       ) 4 1
 AG9460
 AG9460.Superseded values are not recommended for survey control.
 AG9460
 AG9460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9460.See file dsdata.pdf to determine how the superseded data were derived.
 AG9460
 AG9460_MARKER: DD = SURVEY DISK
 AG9460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9460_STAMPING: 4-09 46 23 9056 1990
 AG9460_MARK LOGO: FL-071
 AG9460_PROJECTION: RECESSED 10 CENTIMETERS
 AG9460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9460+STABILITY: SURFACE MOTION
 AG9460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9460+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2003
 AG9460
 AG9460  HISTORY     - Date     Condition        Report By
 AG9460  HISTORY     - 1990     MONUMENTED       DENI
 AG9460  HISTORY     - 20030717 GOOD             DENI
 AG9460
 AG9460                          STATION DESCRIPTION
 AG9460
 AG9460'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AG9460'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SEC.9, TWP 46S, RGE
 AG9460'23E, AT PUNTA RASSA, 13.8 MI (22.2 KM) SOUTHWEST OF FORT MYERS.
 AG9460'TO REACH STATION FROM THE JUNCTION OF SUMMERLIN ROAD/COUNTY ROAD 869
 AG9460'AND SAN CARLOS BOULEVARD/COUNTY ROAD 865, GO WEST 2.2 MI (3.5 KM) ON
 AG9460'SUMMERLIN ROAD TO THE JUNCTION WITH MCGREGOR BOULEVARD/STATE ROUTE
 AG9460'867, THEN CONTINUE WESTERLY 1.8 MI (2.9 KM) ON MCGREGOR
 AG9460'BOULEVARD/COUNTY ROAD 869 TO THE STATION ON THE LEFT AT THE WEST EDGE
 AG9460'OF A SAND PARKING AREA, SOUTHEAST OF THE SANIBEL CAUSEWAY TOLL PLAZA.
 AG9460'STATION IS 146 FT (44.5 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AG9460'LANE OF MCGREGOR BOULEVARD, 178.2 FT (54.3 M) EAST OF THE SOUTH MOST
 AG9460'CHAINLINK FENCE POST, 83.5 FT (25.5 M) SOUTH OF A 24 INCH DIAMETER
 AG9460'AUSTRALIAN PINE TREE, APPROXIMATELY 37 FT (11.3 M) NORTH OF THE EDGE
 AG9460'OF WATER OF THE GULF OF MEXICO, 2.6 FT (0.8 M) WEST OF A WITNESS
 AG9460'POST.
 AG9460'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AG9460'DISK SET IN TOP OF A 12 INCH ROUND CONCRETE MONUMENT, 4 INCHES BELOW
 AG9460'GROUND LEVEL.
 AG9460
 AG9460                          STATION RECOVERY (2003)
 AG9460
 AG9460'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (BRH)
 AG9460'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5226 ***********************************************************************
 AG5226  DESIGNATION -  4 13.60 FLHD
 AG5226  PID         -  AG5226
 AG5226  STATE/COUNTY-  FL/PINELLAS
 AG5226  COUNTRY     -  US
 AG5226  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG5226
 AG5226                         *CURRENT SURVEY CONTROL
 AG5226  ______________________________________________________________________
 AG5226* NAD 83(1986) POSITION- 27 39 34.     (N) 082 40 37.     (W)   SCALED
 AG5226* NAVD 88 ORTHO HEIGHT -     3.613 (meters)       11.85  (feet) ADJUSTED
 AG5226  ______________________________________________________________________
 AG5226  GEOID HEIGHT    -        -24.416 (meters)                     GEOID18
 AG5226  DYNAMIC HEIGHT  -          3.608 (meters)       11.84  (feet) COMP
 AG5226  MODELED GRAVITY -    979,162.4   (mgal)                       NAVD 88
 AG5226
 AG5226  VERT ORDER      -  FIRST     CLASS II
 AG5226
 AG5226.The horizontal coordinates were scaled from a map and have
 AG5226.an estimated accuracy of +/- 6 seconds.
 AG5226
 AG5226.The orthometric height was determined by differential leveling and
 AG5226.adjusted by the NATIONAL GEODETIC SURVEY
 AG5226.in June 1991.
 AG5226
 AG5226.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5226.GEOID18 height accuracy estimate available here.
 AG5226
 AG5226.Click photographs - Photos may exist for this station.
 AG5226
 AG5226.The dynamic height is computed by dividing the NAVD 88
 AG5226.geopotential number by the normal gravity value computed on the
 AG5226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5226.degrees latitude (g = 980.6199 gals.).
 AG5226
 AG5226.The modeled gravity was interpolated from observed gravity values.
 AG5226
 AG5226;                    North         East    Units  Estimated Accuracy
 AG5226;SPC FL W     -   368,660.      133,210.      MT  (+/- 180 meters Scaled)
 AG5226
 AG5226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL345606(NAD 83)
 AG5226
 AG5226                          SUPERSEDED SURVEY CONTROL
 AG5226
 AG5226  NGVD 29 (??/??/92)    3.901  (m)           12.80   (f) ADJ UNCH    1 2
 AG5226
 AG5226.Superseded values are not recommended for survey control.
 AG5226
 AG5226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5226.See file dsdata.pdf to determine how the superseded data were derived.
 AG5226
 AG5226_MARKER: DD = SURVEY DISK
 AG5226_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5226_SP_SET: BRIDGE
 AG5226_STAMPING: 4 13.60
 AG5226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5226
 AG5226  HISTORY     - Date     Condition        Report By
 AG5226  HISTORY     - UNK      MONUMENTED       FLHD
 AG5226  HISTORY     - 1972     GOOD             NGS
 AG5226  HISTORY     - 20020719 MARK NOT FOUND   USPSQD
 AG5226
 AG5226                          STATION DESCRIPTION
 AG5226
 AG5226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5226'10.3 MI S FROM ST PETERSBURG.
 AG5226'ABOUT 2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND
 AG5226'THE INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG,
 AG5226'THENCE 7.8 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET AND
 AG5226'SUNSHINE SKYWAY), AT THE SOUTHEAST CORNER OF THE MORE EASTERLY
 AG5226'OF TWO LONG CONCRETE HIGHWAY BRIDGES, SET IN THE TOP OF THE EAST
 AG5226'END OF THE SOUTH CONCRETE ABUTMENT OF THE BRIDGE, 21 FEET EAST OF
 AG5226'THE CENTER LINE OF THE TWO EAST TRAFFIC LANES OF THE HIGHWAY,
 AG5226'2.4 FEET EAST OF THE SOUTH END OF THE EAST CONCRETE GUARDRAIL ON
 AG5226'THE BRIDGE, AND ABOUT LEVEL WITH THE HIGHWAY.
 AG5226
 AG5226                          STATION RECOVERY (2002)
 AG5226
 AG5226'RECOVERY NOTE BY US POWER SQUADRON 2002 (WJE)
 AG5226'DESTROYED.  ON PORTION OF OLD BRIDGE (BUNCES PASS BRIDGE) WHICH WAS
 AG5226'REMOVED AND REPLACED WITH A NEW BRIDGE IN 1991.  DESCRIPTION NOT
 AG5226'VALID.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9455 ***********************************************************************
 AG9455  DESIGNATION -  4 24 43 22
 AG9455  PID         -  AG9455
 AG9455  STATE/COUNTY-  FL/LEE
 AG9455  COUNTRY     -  US
 AG9455  USGS QUAD   -  MATLACHA (2018)
 AG9455
 AG9455                         *CURRENT SURVEY CONTROL
 AG9455  ______________________________________________________________________
 AG9455* NAD 83(2011) POSITION- 26 43 33.62939(N) 082 04 07.10409(W)   ADJUSTED
 AG9455* NAD 83(2011) ELLIP HT-   -22.394 (meters)        (06/27/12)   ADJUSTED
 AG9455* NAD 83(2011) EPOCH   -  2010.00
 AG9455* NAVD 88 ORTHO HEIGHT -     1.5   (meters)        5.    (feet) GPS OBS
 AG9455  ______________________________________________________________________
 AG9455  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9455  GEOID HEIGHT    -        -24.680 (meters)                     GEOID93
 AG9455  GEOID HEIGHT    -        -23.831 (meters)                     GEOID18
 AG9455  NAD 83(2011) X  -    786,604.596 (meters)                     COMP
 AG9455  NAD 83(2011) Y  - -5,646,052.830 (meters)                     COMP
 AG9455  NAD 83(2011) Z  -  2,851,122.880 (meters)                     COMP
 AG9455  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 AG9455
 AG9455  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9455  Standards:
 AG9455         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9455            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9455  -------------------------------------------------------------------
 AG9455  NETWORK    1.53   2.59           0.61   0.64   1.32      0.14625122
 AG9455  -------------------------------------------------------------------
 AG9455  Click here for local accuracies and other accuracy information.
 AG9455
 AG9455.The horizontal coordinates were established by GPS observations
 AG9455.and adjusted by the National Geodetic Survey in June 2012.
 AG9455
 AG9455.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9455.been affixed to the stable North American tectonic plate. See 
 AG9455.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9455
 AG9455.The horizontal coordinates are valid at the epoch date displayed above
 AG9455.which is a decimal equivalence of Year/Month/Day.
 AG9455
 AG9455.The orthometric height was determined by GPS observations and a
 AG9455.high-resolution geoid model.
 AG9455
 AG9455.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9455.GEOID18 height accuracy estimate available here.
 AG9455
 AG9455.Click photographs - Photos may exist for this station.
 AG9455
 AG9455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9455
 AG9455.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9455
 AG9455.The ellipsoidal height was determined by GPS observations
 AG9455.and is referenced to NAD 83.
 AG9455
 AG9455. The following values were computed from the NAD 83(2011) position.
 AG9455
 AG9455;                    North         East     Units Scale Factor Converg.
 AG9455;SPC FL W     -   265,049.006   193,171.109   MT  0.99994175   -0 01 51.1
 AG9455;SPC FL W     -   869,581.61    633,762.21   sFT  0.99994175   -0 01 51.1
 AG9455;UTM  17      - 2,956,534.504   393,715.230   MT  0.99973946   -0 28 50.3
 AG9455
 AG9455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9455!SPC FL W     -   1.00000352  x   0.99994175  =   0.99994527
 AG9455!UTM  17      -   1.00000352  x   0.99973946  =   0.99974298
 AG9455
 AG9455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9371556534(NAD 83)
 AG9455
 AG9455                          SUPERSEDED SURVEY CONTROL
 AG9455
 AG9455  NAD 83(2007)-  26 43 33.62956(N)    082 04 07.10473(W) AD(2002.00) 0
 AG9455  ELLIP H (02/10/07)  -22.379  (m)                       GP(2002.00)    
 AG9455  NAD 83(1999)-  26 43 33.62975(N)    082 04 07.10520(W) AD(       ) 1
 AG9455  ELLIP H (07/06/01)  -22.371  (m)                       GP(       ) 4 2
 AG9455  NAD 83(1990)-  26 43 33.62812(N)    082 04 07.10438(W) AD(       ) 1
 AG9455  ELLIP H (11/12/93)  -22.321  (m)                       GP(       ) 4 1
 AG9455
 AG9455.Superseded values are not recommended for survey control.
 AG9455
 AG9455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9455.See file dsdata.pdf to determine how the superseded data were derived.
 AG9455
 AG9455_MARKER: DD = SURVEY DISK
 AG9455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9455_STAMPING: GPS 4-24 43 22 9080 1990
 AG9455_MARK LOGO: FL-071
 AG9455_PROJECTION: RECESSED 5 CENTIMETERS
 AG9455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9455+STABILITY: SURFACE MOTION
 AG9455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9455+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2025
 AG9455
 AG9455  HISTORY     - Date     Condition        Report By
 AG9455  HISTORY     - 1990     MONUMENTED       DENI
 AG9455  HISTORY     - 19910112 GOOD
 AG9455  HISTORY     - 19971009 GOOD             USPSQD
 AG9455  HISTORY     - 20250915 GOOD             FL0457
 AG9455
 AG9455                          STATION DESCRIPTION
 AG9455
 AG9455'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1990
 AG9455'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 24, TWP 43S,
 AG9455'RGE 22E, IN NORTHWEST CAPE CORAL, 13.6 MI (21.9 KM) NORTHWEST OF FORT
 AG9455'MYERS, 3.0 MI (4.8 KM) SOUTH OF THE LEE/CHARLOTTE COUNTY LINE, 0.3 MI
 AG9455'(0.5 KM) EASTERLY OF THE SHORELINE OF CHARLOTTE HARBOR, 1.8 MI
 AG9455'(2.9 KM) WEST OF BURNT STORE ROAD/CO. ROAD 765.
 AG9455'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 78/PINE ISLAND ROAD
 AG9455'AND COUNTY ROAD 765/BURNT STORE ROAD, GO 3.0 MI (4.8 KM) NORTH ON
 AG9455'BURNT STORE ROAD TO GULF STREAM PARKWAY, THEN WEST 1.0 MI (1.6 KM) ON
 AG9455'GULF STREAM PARKWAY TO OLD BURNT STORE ROAD, THEN NORTH 3.0 MI
 AG9455'(4.8 KM) ON OLD BURNT STORE ROAD TO CALOOSA PARKWAY, THEN WEST 0.75
 AG9455'MI (1.21 KM) ON CALOOSA PARKWAY TO THE STATION ON THE LEFT AT THE
 AG9455'BEGINNING OF A CURVE TO THE SOUTH AND CONNECTION WITH NORTHWEST 47TH
 AG9455'AVENUE.
 AG9455'STATION IS 50.0 FT (15.2 M) SOUTH OF THE CENTERLINE OF CALOOSA
 AG9455'PARKWAY, 47.5 EAST OF THE CENTERLINE OF NORTHWEST 47TH AVENUE, 1.5 FT
 AG9455'(0.5 M) WEST OF A WITNESS POST.
 AG9455'STATION MARK IS A LEE CO/DENI ASSOC 3.25 INCH ALUMINUM SURVEY MARK
 AG9455'DISK SET IN TOP OF AN 8 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW
 AG9455'GROUND LEVEL.
 AG9455
 AG9455                          STATION RECOVERY (1991)
 AG9455
 AG9455'RECOVERED 1991
 AG9455'RECOVERED IN GOOD CONDITION.
 AG9455
 AG9455                          STATION RECOVERY (1997)
 AG9455
 AG9455'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG9455'RECOVERED IN GOOD CONDITION.
 AG9455
 AG9455                          STATION RECOVERY (2025)
 AG9455
 AG9455'RECOVERY NOTE BY CITY OF CAPE CORAL PUBLIC WORKS, FL 2025 (AH)
 AG9455'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2501 ***********************************************************************
 AD2501  DESIGNATION -  4 29.650
 AD2501  PID         -  AD2501
 AD2501  STATE/COUNTY-  FL/BROWARD
 AD2501  COUNTRY     -  US
 AD2501  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD2501
 AD2501                         *CURRENT SURVEY CONTROL
 AD2501  ______________________________________________________________________
 AD2501* NAD 83(1986) POSITION- 26 00 39.     (N) 080 09 59.     (W)   SCALED
 AD2501* NAVD 88 ORTHO HEIGHT -     8.572 (meters)       28.12  (feet) ADJUSTED
 AD2501  ______________________________________________________________________
 AD2501  GEOID HEIGHT    -        -25.546 (meters)                     GEOID18
 AD2501  DYNAMIC HEIGHT  -          8.558 (meters)       28.08  (feet) COMP
 AD2501  MODELED GRAVITY -    979,051.1   (mgal)                       NAVD 88
 AD2501
 AD2501  VERT ORDER      -  SECOND    CLASS 0
 AD2501
 AD2501.The horizontal coordinates were scaled from a map and have
 AD2501.an estimated accuracy of +/- 6 seconds.
 AD2501
 AD2501.The orthometric height was determined by differential leveling and
 AD2501.adjusted by the NATIONAL GEODETIC SURVEY
 AD2501.in June 1991.
 AD2501
 AD2501.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2501.GEOID18 height accuracy estimate available here.
 AD2501
 AD2501.Click photographs - Photos may exist for this station.
 AD2501
 AD2501.The dynamic height is computed by dividing the NAVD 88
 AD2501.geopotential number by the normal gravity value computed on the
 AD2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2501.degrees latitude (g = 980.6199 gals.).
 AD2501
 AD2501.The modeled gravity was interpolated from observed gravity values.
 AD2501
 AD2501;                    North         East    Units  Estimated Accuracy
 AD2501;SPC FL E     -   186,080.      283,450.      MT  (+/- 180 meters Scaled)
 AD2501
 AD2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ834771(NAD 83)
 AD2501
 AD2501                          SUPERSEDED SURVEY CONTROL
 AD2501
 AD2501  NGVD 29 (??/??/92)    9.059  (m)           29.72   (f) ADJ UNCH    2 0
 AD2501
 AD2501.Superseded values are not recommended for survey control.
 AD2501
 AD2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2501.See file dsdata.pdf to determine how the superseded data were derived.
 AD2501
 AD2501_MARKER: DD = SURVEY DISK
 AD2501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD2501_SP_SET: BANNISTER
 AD2501_STAMPING: 4 29.650
 AD2501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2501
 AD2501  HISTORY     - Date     Condition        Report By
 AD2501  HISTORY     - UNK      MONUMENTED       FLHD
 AD2501  HISTORY     - 1970     GOOD             NGS
 AD2501  HISTORY     - 1973     GOOD             NGS
 AD2501
 AD2501                          STATION DESCRIPTION
 AD2501
 AD2501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2501'0.4 MI W FROM HOLLYWOOD.
 AD2501'ABOUT 0.45 MILE WEST ALONG HOLLYWOOD BLVD. FROM THE CITY HALL
 AD2501'AT HOLLYWOOD, SET ON THE TOP OF THE NORTH END OF THE EAST BANNISTER
 AD2501'OF THE EAST OVERPASS OF INTERSTATE HIGHWAY 95, 21.4 FEET EAST
 AD2501'OF THE CENTER LINE OF THE NORTHBOUND LANE OF I 95, 8.5 FEET SOUTH
 AD2501'OF THE NORTH END OF THE BANNISTER AND 3 FEET ABOVE THE LEVEL OF
 AD2501'THE INTERSTATE HIGHWAY.
 AD2501
 AD2501                          STATION RECOVERY (1973)
 AD2501
 AD2501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1285 ***********************************************************************
 AD1285  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1285  DESIGNATION -  4 A
 AD1285  PID         -  AD1285
 AD1285  STATE/COUNTY-  FL/COLLIER
 AD1285  COUNTRY     -  US
 AD1285  USGS QUAD   -  BONITA SPRINGS (2018)
 AD1285
 AD1285                         *CURRENT SURVEY CONTROL
 AD1285  ______________________________________________________________________
 AD1285* NAD 83(1986) POSITION- 26 16 56.     (N) 081 48 07.     (W)   SCALED
 AD1285* NAVD 88 ORTHO HEIGHT -     2.379 (meters)        7.81  (feet) ADJUSTED
 AD1285  ______________________________________________________________________
 AD1285  GEOID HEIGHT    -        -23.788 (meters)                     GEOID18
 AD1285  DYNAMIC HEIGHT  -          2.375 (meters)        7.79  (feet) COMP
 AD1285  MODELED GRAVITY -    979,050.4   (mgal)                       NAVD 88
 AD1285
 AD1285  VERT ORDER      -  FIRST     CLASS II
 AD1285
 AD1285.The horizontal coordinates were scaled from a map and have
 AD1285.an estimated accuracy of +/- 6 seconds.
 AD1285
 AD1285.The orthometric height was determined by differential leveling and
 AD1285.adjusted by the NATIONAL GEODETIC SURVEY
 AD1285.in September 1992.
 AD1285
 AD1285.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1285.GEOID18 height accuracy estimate available here.
 AD1285
 AD1285.This Tidal Bench Mark is designated as VM 7854
 AD1285.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1285
 AD1285.Click photographs - Photos may exist for this station.
 AD1285
 AD1285.The dynamic height is computed by dividing the NAVD 88
 AD1285.geopotential number by the normal gravity value computed on the
 AD1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1285.degrees latitude (g = 980.6199 gals.).
 AD1285
 AD1285.The modeled gravity was interpolated from observed gravity values.
 AD1285
 AD1285;                    North         East    Units  Estimated Accuracy
 AD1285;SPC FL E     -   216,130.      119,910.      MT  (+/- 180 meters Scaled)
 AD1285
 AD1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK199071(NAD 83)
 AD1285
 AD1285                          SUPERSEDED SURVEY CONTROL
 AD1285
 AD1285  NAVD 88 (06/15/91)    2.379  (m)            7.81   (f) SUPERSEDED  1 2
 AD1285  NGVD 29 (??/??/92)    2.754  (m)            9.04   (f) SUPERSEDED  1 2
 AD1285  NGVD 29 (09/01/92)    2.754  (m)            9.04   (f) ADJUSTED    1 2
 AD1285
 AD1285.Superseded values are not recommended for survey control.
 AD1285
 AD1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1285.See file dsdata.pdf to determine how the superseded data were derived.
 AD1285
 AD1285_MARKER: DD = SURVEY DISK
 AD1285_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD1285_SP_SET: ABUTMENT
 AD1285_STAMPING: 4 A
 AD1285_MARK LOGO: FLHD
 AD1285_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD1285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD1285+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1992
 AD1285
 AD1285  HISTORY     - Date     Condition        Report By
 AD1285  HISTORY     - UNK      MONUMENTED       FLHD
 AD1285  HISTORY     - 1965     GOOD             CGS
 AD1285  HISTORY     - 1983     GOOD             USPSQD
 AD1285  HISTORY     - 1984     GOOD             FLDNR
 AD1285  HISTORY     - 1990     GOOD             USPSQD
 AD1285  HISTORY     - 19920408 GOOD             NGS
 AD1285  HISTORY     - 20080808 MARK NOT FOUND   FLDEP
 AD1285  HISTORY     - 20121029 MARK NOT FOUND   FL-021
 AD1285
 AD1285                          STATION DESCRIPTION
 AD1285
 AD1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1285'4.3 MI S FROM BONITA SPRINGS.
 AD1285'ABOUT 4.3 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 AD1285'AT BONITA SPRINGS, IN SECTION 22, R 25 E, T 48 S, SET IN THE
 AD1285'TOP OF THE EAST END OF THE SOUTH ABUTMENT OF THE 200 FOOT
 AD1285'CONCRETE BRIDGE OVER THE COCOHATCHEE RIVER, 20 FEET EAST OF THE
 AD1285'CENTER LINE OF THE HIGHWAY, 0.3 FOOT EAST OF THE EAST FACE OF THE
 AD1285'GUARD RAIL POST AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE-- THE
 AD1285'ABUTMENT IS SLIGHTLY CRACKED.
 AD1285
 AD1285                          STATION RECOVERY (1983)
 AD1285
 AD1285'RECOVERY NOTE BY US POWER SQUADRON 1983
 AD1285'BONITA SPRINGS P.O. RELOCATED. PROCEED EAST ON S-865 ABOUT 2 MILES TO
 AD1285'OLD U.S. 41. PROCEED SOUTHWEST ABOUT 3.7 MILES TO AREA OF MARK. (THIS
 AD1285'WILL BE ON U.S. 41) ELEVATION OF THIS MARK IS 9.035 FEET ABOVE SEA
 AD1285'LEVEL.
 AD1285
 AD1285                          STATION RECOVERY (1984)
 AD1285
 AD1285'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1285'RECOVERED IN GOOD CONDITION.
 AD1285
 AD1285                          STATION RECOVERY (1990)
 AD1285
 AD1285'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1285'RECOVERED IN GOOD CONDITION.
 AD1285
 AD1285                          STATION RECOVERY (1992)
 AD1285
 AD1285'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1285'12.2 KM (7.60 MI) NORTHERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AD1285'OF COUNTY HIGHWAY 886 IN NAPLES, IN TOP OF AND 0.1 M (0.3 FT) WEST OF
 AD1285'THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF A NORTHBOUND BRIDGE
 AD1285'SPANNING THE COCOHATCHEE RIVER, 5.8 M (19.0 FT) EAST OF AND LEVEL
 AD1285'WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY, 0.5 M
 AD1285'(1.6 FT) NORTHWEST OF A WITNESS POST, AND 0.1 M (0.3 FT) EAST OF A
 AD1285'BRIDGE RAIL.
 AD1285
 AD1285                          STATION RECOVERY (2008)
 AD1285
 AD1285'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD1285'NOT RECOVERED. A NEW BRIDGE HAS BEEN CONSTRUCTED AT THE LOCATION OF
 AD1285'THE MARK AS DETERMINED BY THE REFERENCE DISTANCES IN THE ORIGINAL
 AD1285'DESCRIPTION.
 AD1285
 AD1285                          STATION RECOVERY (2012)
 AD1285
 AD1285'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD1285'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1409 ***********************************************************************
 AD1409  DESIGNATION -  4 A
 AD1409  PID         -  AD1409
 AD1409  STATE/COUNTY-  FL/LEE
 AD1409  COUNTRY     -  US
 AD1409  USGS QUAD   -  OLGA (2018)
 AD1409
 AD1409                         *CURRENT SURVEY CONTROL
 AD1409  ______________________________________________________________________
 AD1409* NAD 83(1986) POSITION- 26 38 38.     (N) 081 43 03.     (W)   SCALED
 AD1409* NAVD 88 ORTHO HEIGHT -     6.107 (meters)       20.04  (feet) ADJUSTED
 AD1409  ______________________________________________________________________
 AD1409  GEOID HEIGHT    -        -24.407 (meters)                     GEOID18
 AD1409  DYNAMIC HEIGHT  -          6.097 (meters)       20.00  (feet) COMP
 AD1409  MODELED GRAVITY -    979,065.7   (mgal)                       NAVD 88
 AD1409
 AD1409  VERT ORDER      -  SECOND    CLASS 0
 AD1409
 AD1409.The horizontal coordinates were scaled from a map and have
 AD1409.an estimated accuracy of +/- 6 seconds.
 AD1409
 AD1409.The orthometric height was determined by differential leveling and
 AD1409.adjusted by the NATIONAL GEODETIC SURVEY
 AD1409.in July 1993.
 AD1409
 AD1409.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1409.GEOID18 height accuracy estimate available here.
 AD1409
 AD1409.Click photographs - Photos may exist for this station.
 AD1409
 AD1409.The dynamic height is computed by dividing the NAVD 88
 AD1409.geopotential number by the normal gravity value computed on the
 AD1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1409.degrees latitude (g = 980.6199 gals.).
 AD1409
 AD1409.The modeled gravity was interpolated from observed gravity values.
 AD1409
 AD1409;                    North         East    Units  Estimated Accuracy
 AD1409;SPC FL W     -   255,980.      228,130.      MT  (+/- 180 meters Scaled)
 AD1409
 AD1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK285471(NAD 83)
 AD1409
 AD1409                          SUPERSEDED SURVEY CONTROL
 AD1409
 AD1409  NAVD 88 (06/15/91)    6.115  (m)           20.06   (f) SUPERSEDED  2 0
 AD1409  NGVD 29 (??/??/92)    6.474  (m)           21.24   (f) ADJ UNCH    2 0
 AD1409
 AD1409.Superseded values are not recommended for survey control.
 AD1409
 AD1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1409.See file dsdata.pdf to determine how the superseded data were derived.
 AD1409
 AD1409_MARKER: X = CHISELED CROSS
 AD1409_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD1409_SP_SET: APRON
 AD1409_STAMPING: BM 4 A USE 21.273
 AD1409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1409
 AD1409  HISTORY     - Date     Condition        Report By
 AD1409  HISTORY     - UNK      MONUMENTED       USACE
 AD1409  HISTORY     - 1945     GOOD             CGS
 AD1409  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 AD1409
 AD1409                          STATION DESCRIPTION
 AD1409
 AD1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AD1409'AT BUCKINGHAM AAF.
 AD1409'AT BUCKINGHAM ARMY AIR FIELD, LEE COUNTY, AT THE NORTHEAST END
 AD1409'OF CADET DRIVE, 48.8 FEET NORTH OF THE NORTHEAST CORNER OF A
 AD1409'SMALL FENCE AROUND BUILDING 940, 12.2 FEET NORTH OF THE CENTERLINE
 AD1409'OF CADET ROAD, ON THE TOP OF THE EDGE OF THE CONCRETE APRON,
 AD1409'AT THE INSIDE CORNER OF AN ANGLE, AND NEAR THE RED-PAINTED
 AD1409'INSCRIPTION BM 4 A USE 21.273.  A CHISELED CROSS.
 AD1409
 AD1409                          STATION RECOVERY (1979)
 AD1409
 AD1409'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 AD1409'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL6253 ***********************************************************************
 AL6253  DESIGNATION -  4 A
 AL6253  PID         -  AL6253
 AL6253  STATE/COUNTY-  FL/HILLSBOROUGH
 AL6253  COUNTRY     -  US
 AL6253  USGS QUAD   -  ODESSA (2018)
 AL6253
 AL6253                         *CURRENT SURVEY CONTROL
 AL6253  ______________________________________________________________________
 AL6253* NAD 83(1986) POSITION- 28 09 35.     (N) 082 35 01.     (W)   SCALED
 AL6253* NAVD 88 ORTHO HEIGHT -    13.562 (meters)       44.49  (feet) ADJUSTED
 AL6253  ______________________________________________________________________
 AL6253  GEOID HEIGHT    -        -25.286 (meters)                     GEOID18
 AL6253  DYNAMIC HEIGHT  -         13.542 (meters)       44.43  (feet) COMP
 AL6253  MODELED GRAVITY -    979,199.9   (mgal)                       NAVD 88
 AL6253
 AL6253  VERT ORDER      -  FIRST     CLASS II
 AL6253
 AL6253.The horizontal coordinates were scaled from a map and have
 AL6253.an estimated accuracy of +/- 6 seconds.
 AL6253
 AL6253.The orthometric height was determined by differential leveling and
 AL6253.adjusted by the NATIONAL GEODETIC SURVEY
 AL6253.in June 1991.
 AL6253
 AL6253.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL6253.GEOID18 height accuracy estimate available here.
 AL6253
 AL6253.Click photographs - Photos may exist for this station.
 AL6253
 AL6253.The dynamic height is computed by dividing the NAVD 88
 AL6253.geopotential number by the normal gravity value computed on the
 AL6253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6253.degrees latitude (g = 980.6199 gals.).
 AL6253
 AL6253.The modeled gravity was interpolated from observed gravity values.
 AL6253
 AL6253;                    North         East    Units  Estimated Accuracy
 AL6253;SPC FL W     -   424,050.      142,680.      MT  (+/- 180 meters Scaled)
 AL6253
 AL6253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM445159(NAD 83)
 AL6253
 AL6253                          SUPERSEDED SURVEY CONTROL
 AL6253
 AL6253  NGVD 29 (??/??/92)   13.816  (m)           45.33   (f) ADJ UNCH    1 2
 AL6253
 AL6253.Superseded values are not recommended for survey control.
 AL6253
 AL6253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6253.See file dsdata.pdf to determine how the superseded data were derived.
 AL6253
 AL6253_MARKER: DD = SURVEY DISK
 AL6253_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AL6253_SP_SET: CULVERT
 AL6253_STAMPING: 4 A
 AL6253_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AL6253
 AL6253  HISTORY     - Date     Condition        Report By
 AL6253  HISTORY     - UNK      MONUMENTED       FLHD
 AL6253  HISTORY     - 1966     GOOD             CGS
 AL6253  HISTORY     - 20010209 GOOD             USPSQD
 AL6253  HISTORY     - 20020805 GOOD             USPSQD
 AL6253  HISTORY     - 20060624 GOOD             USPSQD
 AL6253
 AL6253                          STATION DESCRIPTION
 AL6253
 AL6253'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AL6253'6.4 MI N FROM CITRUS PARK.
 AL6253'ABOUT 6.45 MILES NORTH ALONG GUNN HIGHWAY FROM THE CITRUS PARK
 AL6253'ELEMENTARY SCHOOL AT CITRUS PARK, 1.05 MILES SOUTH OF THE
 AL6253'PASCO-HILLSBOROUGH COUNTY LINE, 95 FEET SOUTHEAST OF THE CENTER
 AL6253'LINE OF A SAND ROAD LEADING NORTH, 23.5 FEET NORTHEAST OF THE
 AL6253'CENTER LINE OF THE HIGHWAY, ABOUT 1 1/2 FEET BELOW THE LEVEL
 AL6253'OF THE HIGHWAY AND IN THE TOP 1.5 FEET SOUTHEAST OF THE NORTHWEST
 AL6253'END OF THE NORTHEAST CONCRETE HEAD WALL FOR A 36-INCH CONCRETE
 AL6253'PIPE CULVERT.
 AL6253
 AL6253                          STATION RECOVERY (2001)
 AL6253
 AL6253'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AL6253'RECOVERED IN GOOD CONDITION.
 AL6253
 AL6253                          STATION RECOVERY (2002)
 AL6253
 AL6253'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH)
 AL6253'RECOVERED IN GOOD CONDITION.
 AL6253
 AL6253                          STATION RECOVERY (2006)
 AL6253
 AL6253'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAH)
 AL6253'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ3505 ***********************************************************************
 AJ3505  DESIGNATION -  4 A
 AJ3505  PID         -  AJ3505
 AJ3505  STATE/COUNTY-  FL/PALM BEACH
 AJ3505  COUNTRY     -  US
 AJ3505  USGS QUAD   -  LAKE HARBOR (2018)
 AJ3505
 AJ3505                         *CURRENT SURVEY CONTROL
 AJ3505  ______________________________________________________________________
 AJ3505* NAD 83(1986) POSITION- 26 40 57.     (N) 080 45 07.     (W)   SCALED
 AJ3505* NAVD 88 ORTHO HEIGHT -     5.591 (meters)       18.34  (feet) ADJUSTED
 AJ3505  ______________________________________________________________________
 AJ3505  GEOID HEIGHT    -        -24.990 (meters)                     GEOID18
 AJ3505  DYNAMIC HEIGHT  -          5.583 (meters)       18.32  (feet) COMP
 AJ3505  MODELED GRAVITY -    979,104.9   (mgal)                       NAVD 88
 AJ3505
 AJ3505  VERT ORDER      -  SECOND    CLASS I
 AJ3505
 AJ3505.The horizontal coordinates were scaled from a map and have
 AJ3505.an estimated accuracy of +/- 6 seconds.
 AJ3505
 AJ3505.The orthometric height was determined by differential leveling and
 AJ3505.adjusted by the NATIONAL GEODETIC SURVEY
 AJ3505.in May 2003.
 AJ3505
 AJ3505.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ3505.GEOID18 height accuracy estimate available here.
 AJ3505
 AJ3505.Click photographs - Photos may exist for this station.
 AJ3505
 AJ3505.The dynamic height is computed by dividing the NAVD 88
 AJ3505.geopotential number by the normal gravity value computed on the
 AJ3505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3505.degrees latitude (g = 980.6199 gals.).
 AJ3505
 AJ3505.The modeled gravity was interpolated from observed gravity values.
 AJ3505
 AJ3505;                    North         East    Units  Estimated Accuracy
 AJ3505;SPC FL E     -   260,250.      224,690.      MT  (+/- 180 meters Scaled)
 AJ3505
 AJ3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK246512(NAD 83)
 AJ3505
 AJ3505                          SUPERSEDED SURVEY CONTROL
 AJ3505
 AJ3505  NAVD 88 (09/17/01)    5.595  (m)           18.36   (f) SUPERSEDED  2 1
 AJ3505
 AJ3505.Superseded values are not recommended for survey control.
 AJ3505
 AJ3505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3505.See file dsdata.pdf to determine how the superseded data were derived.
 AJ3505
 AJ3505_MARKER: DD = SURVEY DISK
 AJ3505_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AJ3505_SP_SET: WATER FLOOD STRUCTURE
 AJ3505_STAMPING: BM 4A
 AJ3505_MARK LOGO: SFLWMD
 AJ3505_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3505_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AJ3505+STABILITY: POSITION/ELEVATION WELL
 AJ3505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3505+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2013
 AJ3505
 AJ3505  HISTORY     - Date     Condition        Report By
 AJ3505  HISTORY     - UNK      MONUMENTED       SFLWMD
 AJ3505  HISTORY     - 20000228 GOOD             FLDEP
 AJ3505  HISTORY     - 20130612 GOOD             BAKER
 AJ3505  HISTORY     - 20250922 MARK NOT FOUND   GEOCAC
 AJ3505
 AJ3505                          STATION DESCRIPTION
 AJ3505
 AJ3505'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3505'THE MARK IS ABOUT 28.0 MI (45.1 KM) NORTHWEST OF ANDYTOWN, 2.75 MI
 AJ3505'(4.43 KM) NORTH OF SOUTH BAY, IN SECTION 4, TOWNSHIP 44 SOUTH, RANGE
 AJ3505'36 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND
 AJ3505'STATE ROAD 80 IN SOUTH BAY, GO NORTH ON U.S. HIGHWAY 27 FOR 2.75 MI
 AJ3505'(4.43 KM) TO THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE SOUTH
 AJ3505'RETAINING WALL OF WATER FLOOD STRUCTURE 4-A AND 3.0 FT (0.9 M) ABOVE
 AJ3505'THE LEVEL OF U.S. HIGHWAY 27 NORTHBOUND LANES. LOCATED 231.4 FT (70.5
 AJ3505'M) NORTH-NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF U.S.
 AJ3505'HIGHWAY 27, 95.0 FT (29.0 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER
 AJ3505'OF A BUILDING, 52.4 FT (16.0 M) SOUTH OF A METAL GUARDRAIL, 35.4 FT
 AJ3505'(10.8 M) SOUTH OF THE NORTH CHAIN-LINK FENCE GATE, 14.3 FT (4.4 M)
 AJ3505'EAST OF THE EAST RETAINING WALL AND 8.0 FT (2.4 M) SOUTH OF THE NORTH
 AJ3505'END OF THE 4-A WATER FLOOD STRUCTURE.
 AJ3505
 AJ3505                          STATION RECOVERY (2013)
 AJ3505
 AJ3505'RECOVERY NOTE BY M BAKER JR INCORPORATED 2013 (SJC)
 AJ3505'RECOVERED IN GOOD CONDITION.
 AJ3505
 AJ3505                          STATION RECOVERY (2025)
 AJ3505
 AJ3505'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AJ3505'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5272 ***********************************************************************
 AB5272  DESIGNATION -  4 A 1
 AB5272  PID         -  AB5272
 AB5272  STATE/COUNTY-  FL/LAKE
 AB5272  COUNTRY     -  US
 AB5272  USGS QUAD   -  CLERMONT EAST (2018)
 AB5272
 AB5272                         *CURRENT SURVEY CONTROL
 AB5272  ______________________________________________________________________
 AB5272* NAD 83(1986) POSITION- 28 32 52.     (N) 081 44 31.     (W)   SCALED
 AB5272* NAVD 88 ORTHO HEIGHT -    56.753 (meters)      186.20  (feet) ADJUSTED
 AB5272  ______________________________________________________________________
 AB5272  GEOID HEIGHT    -        -27.260 (meters)                     GEOID18
 AB5272  DYNAMIC HEIGHT  -         56.671 (meters)      185.93  (feet) COMP
 AB5272  MODELED GRAVITY -    979,194.1   (mgal)                       NAVD 88
 AB5272
 AB5272  VERT ORDER      -  FIRST     CLASS II
 AB5272
 AB5272.The horizontal coordinates were scaled from a map and have
 AB5272.an estimated accuracy of +/- 6 seconds.
 AB5272
 AB5272.The orthometric height was determined by differential leveling and
 AB5272.adjusted by the NATIONAL GEODETIC SURVEY
 AB5272.in July 2011.
 AB5272
 AB5272.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5272.GEOID18 height accuracy estimate available here.
 AB5272
 AB5272.Click photographs - Photos may exist for this station.
 AB5272
 AB5272.The dynamic height is computed by dividing the NAVD 88
 AB5272.geopotential number by the normal gravity value computed on the
 AB5272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5272.degrees latitude (g = 980.6199 gals.).
 AB5272
 AB5272.The modeled gravity was interpolated from observed gravity values.
 AB5272
 AB5272;                    North         East    Units  Estimated Accuracy
 AB5272;SPC FL E     -   467,140.      127,400.      MT  (+/- 180 meters Scaled)
 AB5272
 AB5272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM274581(NAD 83)
 AB5272
 AB5272                          SUPERSEDED SURVEY CONTROL
 AB5272
 AB5272  NAVD 88 (09/23/96)   56.756  (m)          186.21   (f) SUPERSEDED  2 1
 AB5272
 AB5272.Superseded values are not recommended for survey control.
 AB5272
 AB5272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5272.See file dsdata.pdf to determine how the superseded data were derived.
 AB5272
 AB5272_MARKER: DD = SURVEY DISK
 AB5272_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB5272_SP_SET: BRIDGE GUARDRAIL
 AB5272_STAMPING: 4 A 1 FLDT
 AB5272_MARK LOGO: FLDT
 AB5272_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5272+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 AB5272
 AB5272  HISTORY     - Date     Condition        Report By
 AB5272  HISTORY     - UNK      MONUMENTED       FLDT
 AB5272  HISTORY     - 19940209 GOOD             NGS
 AB5272  HISTORY     - 20040616 GOOD             FLDEP
 AB5272  HISTORY     - 20060207 MARK NOT FOUND   USPSQD
 AB5272
 AB5272                          STATION DESCRIPTION
 AB5272
 AB5272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1994 (RLT)
 AB5272'THE MARK IS IN CLERMONT AT THE OVERPASS INTERSECTION OF STATE ROAD 50
 AB5272'AND U.S.  HIGHWAY 27 IN SECTION 30, TOWNSHIP 22 SOUTH, RANGE 26 EAST,
 AB5272'AT THE OVERPASS INTERSECTION OF STATE ROAD 50 AND U.S.  HIGHWAY 27 SET
 AB5272'IN THE NORTHWEST CORNER OF THE WEST SIDE GUARDRAIL OF THE SOUTHBOUND
 AB5272'LANES OF U.S.  HIGHWAY 27 3.0 FT (0.9 M) ABOVE THE LEVEL OF U.S.
 AB5272'HIGHWAY 27.  LOCATED 18.2 FT (5.5 M) WEST OF THE CENTERLINE OF THE
 AB5272'SOUTHBOUND LANES OF U.S.  HIGHWAY 27 AND 8.9 FT (2.7 M) SOUTH OF THE
 AB5272'NORTH END OF THE GUARDRAIL.
 AB5272
 AB5272                          STATION RECOVERY (2004)
 AB5272
 AB5272'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AB5272'RECOVERED AS DESCRIBED.
 AB5272
 AB5272                          STATION RECOVERY (2006)
 AB5272
 AB5272'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 AB5272'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1408 ***********************************************************************
 AD1408  DESIGNATION -  4 B
 AD1408  PID         -  AD1408
 AD1408  STATE/COUNTY-  FL/LEE
 AD1408  COUNTRY     -  US
 AD1408  USGS QUAD   -  OLGA (2018)
 AD1408
 AD1408                         *CURRENT SURVEY CONTROL
 AD1408  ______________________________________________________________________
 AD1408* NAD 83(1986) POSITION- 26 38 33.     (N) 081 43 02.     (W)   SCALED
 AD1408* NAVD 88 ORTHO HEIGHT -     6.319 (meters)       20.73  (feet) ADJUSTED
 AD1408  ______________________________________________________________________
 AD1408  GEOID HEIGHT    -        -24.406 (meters)                     GEOID18
 AD1408  DYNAMIC HEIGHT  -          6.309 (meters)       20.70  (feet) COMP
 AD1408  MODELED GRAVITY -    979,065.5   (mgal)                       NAVD 88
 AD1408
 AD1408  VERT ORDER      -  SECOND    CLASS 0
 AD1408
 AD1408.The horizontal coordinates were scaled from a map and have
 AD1408.an estimated accuracy of +/- 6 seconds.
 AD1408
 AD1408.The orthometric height was determined by differential leveling and
 AD1408.adjusted by the NATIONAL GEODETIC SURVEY
 AD1408.in July 1993.
 AD1408
 AD1408.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1408.GEOID18 height accuracy estimate available here.
 AD1408
 AD1408.Click photographs - Photos may exist for this station.
 AD1408
 AD1408.The dynamic height is computed by dividing the NAVD 88
 AD1408.geopotential number by the normal gravity value computed on the
 AD1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1408.degrees latitude (g = 980.6199 gals.).
 AD1408
 AD1408.The modeled gravity was interpolated from observed gravity values.
 AD1408
 AD1408;                    North         East    Units  Estimated Accuracy
 AD1408;SPC FL W     -   255,830.      228,150.      MT  (+/- 180 meters Scaled)
 AD1408
 AD1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK286470(NAD 83)
 AD1408
 AD1408                          SUPERSEDED SURVEY CONTROL
 AD1408
 AD1408  NAVD 88 (06/15/91)    6.327  (m)           20.76   (f) SUPERSEDED  2 0
 AD1408  NGVD 29 (??/??/92)    6.686  (m)           21.94   (f) ADJ UNCH    2 0
 AD1408
 AD1408.Superseded values are not recommended for survey control.
 AD1408
 AD1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1408.See file dsdata.pdf to determine how the superseded data were derived.
 AD1408
 AD1408_MARKER: X = CHISELED CROSS
 AD1408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD1408_SP_SET: CONCRETE APRON
 AD1408_STAMPING: BM 4 B USE 21.975
 AD1408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1408
 AD1408  HISTORY     - Date     Condition        Report By
 AD1408  HISTORY     - UNK      MONUMENTED       USACE
 AD1408  HISTORY     - 1945     GOOD             CGS
 AD1408
 AD1408                          STATION DESCRIPTION
 AD1408
 AD1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AD1408'AT BUCKINGHAM AAF.
 AD1408'AT BUCKINGHAM ARMY AIR FIELD, LEE COUNTY, 47.7 FEET NORTH OF
 AD1408'THE CENTER OF THE NORTHEAST END OF NORTHEAST DRIVE, 1 FOOT
 AD1408'NORTHEAST OF A GRAVEL WALK TO GUN CAMERA BUILDING 930, ON THE
 AD1408'SOUTHWEST EDGE OF THE CONCRETE APRON, AND NEAR THE RED-PAINTED
 AD1408'INSCRIPTION BM 4 B USE 21.975.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1411 ***********************************************************************
 AD1411  DESIGNATION -  4 C
 AD1411  PID         -  AD1411
 AD1411  STATE/COUNTY-  FL/LEE
 AD1411  COUNTRY     -  US
 AD1411  USGS QUAD   -  OLGA (2018)
 AD1411
 AD1411                         *CURRENT SURVEY CONTROL
 AD1411  ______________________________________________________________________
 AD1411* NAD 83(1986) POSITION- 26 38 33.     (N) 081 42 48.     (W)   SCALED
 AD1411* NAVD 88 ORTHO HEIGHT -     6.632 (meters)       21.76  (feet) ADJUSTED
 AD1411  ______________________________________________________________________
 AD1411  GEOID HEIGHT    -        -24.410 (meters)                     GEOID18
 AD1411  DYNAMIC HEIGHT  -          6.622 (meters)       21.73  (feet) COMP
 AD1411  MODELED GRAVITY -    979,065.4   (mgal)                       NAVD 88
 AD1411
 AD1411  VERT ORDER      -  SECOND    CLASS 0
 AD1411
 AD1411.The horizontal coordinates were scaled from a map and have
 AD1411.an estimated accuracy of +/- 6 seconds.
 AD1411
 AD1411.The orthometric height was determined by differential leveling and
 AD1411.adjusted by the NATIONAL GEODETIC SURVEY
 AD1411.in July 1993.
 AD1411
 AD1411.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1411.GEOID18 height accuracy estimate available here.
 AD1411
 AD1411.Click photographs - Photos may exist for this station.
 AD1411
 AD1411.The dynamic height is computed by dividing the NAVD 88
 AD1411.geopotential number by the normal gravity value computed on the
 AD1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1411.degrees latitude (g = 980.6199 gals.).
 AD1411
 AD1411.The modeled gravity was interpolated from observed gravity values.
 AD1411
 AD1411;                    North         East    Units  Estimated Accuracy
 AD1411;SPC FL W     -   255,830.      228,540.      MT  (+/- 180 meters Scaled)
 AD1411
 AD1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK290470(NAD 83)
 AD1411
 AD1411                          SUPERSEDED SURVEY CONTROL
 AD1411
 AD1411  NAVD 88 (06/15/91)    6.640  (m)           21.78   (f) SUPERSEDED  2 0
 AD1411  NGVD 29 (??/??/92)    6.999  (m)           22.96   (f) ADJ UNCH    2 0
 AD1411
 AD1411.Superseded values are not recommended for survey control.
 AD1411
 AD1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1411.See file dsdata.pdf to determine how the superseded data were derived.
 AD1411
 AD1411_MARKER: X = CHISELED CROSS
 AD1411_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD1411_SP_SET: CONCRETE APRON
 AD1411_STAMPING: BM 4 C USE 22.989
 AD1411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1411
 AD1411  HISTORY     - Date     Condition        Report By
 AD1411  HISTORY     - UNK      MONUMENTED       USACE
 AD1411  HISTORY     - 1945     GOOD             CGS
 AD1411
 AD1411                          STATION DESCRIPTION
 AD1411
 AD1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AD1411'AT BUCKINGHAM AAF.
 AD1411'AT BUCKINGHAM ARMY AIR FIELD, LEE COUNTY, BETWEEN FILM-ASSESSING
 AD1411'BUILDING 1 AND ARMAMENT BUILDING 1090, 52 FEET NORTHEAST ALONG
 AD1411'THE EDGE OF THE APRON FROM A DRIVEWAY LEADING TO THE APRON, 38.5
 AD1411'FEET EAST OF FIRE HYDRANT 83, ON THE CONCRETE APRON, AND NEAR
 AD1411'THE RED-PAINTED INSCRIPTION BM 4 C USE 22.989.  A CHISELED CROSS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1410 ***********************************************************************
 AD1410  DESIGNATION -  4 D
 AD1410  PID         -  AD1410
 AD1410  STATE/COUNTY-  FL/LEE
 AD1410  COUNTRY     -  US
 AD1410  USGS QUAD   -  OLGA (2018)
 AD1410
 AD1410                         *CURRENT SURVEY CONTROL
 AD1410  ______________________________________________________________________
 AD1410* NAD 83(1986) POSITION- 26 38 33.     (N) 081 42 29.     (W)   SCALED
 AD1410* NAVD 88 ORTHO HEIGHT -     6.756 (meters)       22.17  (feet) ADJUSTED
 AD1410  ______________________________________________________________________
 AD1410  GEOID HEIGHT    -        -24.415 (meters)                     GEOID18
 AD1410  DYNAMIC HEIGHT  -          6.745 (meters)       22.13  (feet) COMP
 AD1410  MODELED GRAVITY -    979,065.4   (mgal)                       NAVD 88
 AD1410
 AD1410  VERT ORDER      -  SECOND    CLASS 0
 AD1410
 AD1410.The horizontal coordinates were scaled from a map and have
 AD1410.an estimated accuracy of +/- 6 seconds.
 AD1410
 AD1410.The orthometric height was determined by differential leveling and
 AD1410.adjusted by the NATIONAL GEODETIC SURVEY
 AD1410.in July 1993.
 AD1410
 AD1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1410.GEOID18 height accuracy estimate available here.
 AD1410
 AD1410.Click photographs - Photos may exist for this station.
 AD1410
 AD1410.The dynamic height is computed by dividing the NAVD 88
 AD1410.geopotential number by the normal gravity value computed on the
 AD1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1410.degrees latitude (g = 980.6199 gals.).
 AD1410
 AD1410.The modeled gravity was interpolated from observed gravity values.
 AD1410
 AD1410;                    North         East    Units  Estimated Accuracy
 AD1410;SPC FL W     -   255,830.      229,070.      MT  (+/- 180 meters Scaled)
 AD1410
 AD1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK295470(NAD 83)
 AD1410
 AD1410                          SUPERSEDED SURVEY CONTROL
 AD1410
 AD1410  NAVD 88 (06/15/91)    6.764  (m)           22.19   (f) SUPERSEDED  2 0
 AD1410  NGVD 29 (??/??/92)    7.122  (m)           23.37   (f) ADJ UNCH    2 0
 AD1410
 AD1410.Superseded values are not recommended for survey control.
 AD1410
 AD1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1410.See file dsdata.pdf to determine how the superseded data were derived.
 AD1410
 AD1410_MARKER: X = CHISELED CROSS
 AD1410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD1410_SP_SET: CONCRETE APRON
 AD1410_STAMPING: BM 4 D USE
 AD1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1410
 AD1410  HISTORY     - Date     Condition        Report By
 AD1410  HISTORY     - UNK      MONUMENTED       USACE
 AD1410  HISTORY     - 1945     GOOD             CGS
 AD1410  HISTORY     - 1979     GOOD             LOCENG
 AD1410
 AD1410                          STATION DESCRIPTION
 AD1410
 AD1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AD1410'AT BUCKINGHAM AAF.
 AD1410'AT BUCKINGHAM ARMY AIR FIELD, LEE COUNTY, AT THE EAST END OF
 AD1410'CENTER STREET, 36 FEET SOUTH OF THE CENTERLINE OF THE STREET,
 AD1410'13.1 FEET NORTHEAST OF FIRE HYDRANT 80, 0.8 FOOT EAST OF THE
 AD1410'NORTHEAST CORNER OF A SMALL FENCE AROUND THE OPERATIONS
 AD1410'BUILDING, ON THE WEST EDGE OF THE CONCRETE APRON, AND NEAR THE
 AD1410'RED-PAINTED INSCRIPTION BM 4 D USE.  A CHISELED CROSS.
 AD1410
 AD1410                          STATION RECOVERY (1979)
 AD1410
 AD1410'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 AD1410'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0470 ***********************************************************************
 BC0470  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0470  DESIGNATION -  4 MAYPORT NAVAL BASE
 BC0470  PID         -  BC0470
 BC0470  STATE/COUNTY-  FL/DUVAL
 BC0470  COUNTRY     -  US
 BC0470  USGS QUAD   -  MAYPORT (2018)
 BC0470
 BC0470                         *CURRENT SURVEY CONTROL
 BC0470  ______________________________________________________________________
 BC0470* NAD 83(1986) POSITION- 30 23 17.     (N) 081 24 42.     (W)   SCALED
 BC0470* NAVD 88 ORTHO HEIGHT -     3.276 (meters)       10.75  (feet) ADJUSTED
 BC0470  ______________________________________________________________________
 BC0470  GEOID HEIGHT    -        -28.570 (meters)                     GEOID18
 BC0470  DYNAMIC HEIGHT  -          3.272 (meters)       10.73  (feet) COMP
 BC0470  MODELED GRAVITY -    979,364.1   (mgal)                       NAVD 88
 BC0470
 BC0470  VERT ORDER      -  FIRST     CLASS II
 BC0470
 BC0470.The horizontal coordinates were scaled from a map and have
 BC0470.an estimated accuracy of +/- 6 seconds.
 BC0470
 BC0470.The orthometric height was determined by differential leveling and
 BC0470.adjusted by the NATIONAL GEODETIC SURVEY
 BC0470.in June 1991.
 BC0470
 BC0470.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0470.GEOID18 height accuracy estimate available here.
 BC0470
 BC0470.This Tidal Bench Mark is designated as VM 19273
 BC0470.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0470
 BC0470.Click photographs - Photos may exist for this station.
 BC0470
 BC0470.The dynamic height is computed by dividing the NAVD 88
 BC0470.geopotential number by the normal gravity value computed on the
 BC0470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0470.degrees latitude (g = 980.6199 gals.).
 BC0470
 BC0470.The modeled gravity was interpolated from observed gravity values.
 BC0470
 BC0470;                    North         East    Units  Estimated Accuracy
 BC0470;SPC FL E     -   670,960.      160,440.      MT  (+/- 180 meters Scaled)
 BC0470
 BC0470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP604618(NAD 83)
 BC0470
 BC0470                          SUPERSEDED SURVEY CONTROL
 BC0470
 BC0470  NGVD 29 (??/??/92)    3.61   (m)           11.8    (f) COMPUTED    2 0
 BC0470
 BC0470.Superseded values are not recommended for survey control.
 BC0470
 BC0470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0470.See file dsdata.pdf to determine how the superseded data were derived.
 BC0470
 BC0470_MARKER: DD = SURVEY DISK
 BC0470_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BC0470_STAMPING: 370061.33 2201067.08 14.46 1198 4
 BC0470_MARK LOGO: DOD
 BC0470_PROJECTION: FLUSH
 BC0470_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC0470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0470+STABILITY: SURFACE MOTION
 BC0470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0470+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 BC0470
 BC0470  HISTORY     - Date     Condition        Report By
 BC0470  HISTORY     - UNK      MONUMENTED       DOD
 BC0470  HISTORY     - 1970     GOOD             NGS
 BC0470  HISTORY     - 1974     GOOD             NGS
 BC0470  HISTORY     - 20070523 GOOD             FLDEP
 BC0470
 BC0470                          STATION DESCRIPTION
 BC0470
 BC0470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0470'AT MAYPORT NAVAL BASE.
 BC0470'AT MAYPORT NAVAL BASE, 0.05 MILE EAST ALONG MASSEY AVENUE FROM
 BC0470'THE JUNCTION OF MANLEY AVENUE, 53 FEET NORTHWEST OF THE CENTER
 BC0470'OF THE INTERSECTION OF MASSEY AVENUE AND MAINE STREET, 39 FEET
 BC0470'WEST OF THE CENTER LINE OF MAINE STREET, 45 1/2 FEET NORTH OF THE
 BC0470'CENTER LINE OF MASSEY AVENUE, 3 FEET NORTHEAST OF A 6 INCH PIPE
 BC0470'WHICH PROJECTS 3 FEET ABOVE THE GROUND AND PAINTED YELLOW, 3 FEET
 BC0470'NORTHWEST OF A 6-INCH PIPE WHICH PROJECTS 3 FEET ABOVE THE GROUND
 BC0470'AND PAINTED YELLOW, ABOUT LEVEL WITH THE INTERSECTION AND SET
 BC0470'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL
 BC0470'OF THE GROUND.
 BC0470
 BC0470                          STATION RECOVERY (1974)
 BC0470
 BC0470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BC0470'RECOVERED IN GOOD CONDITION.
 BC0470
 BC0470                          STATION RECOVERY (2007)
 BC0470
 BC0470'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC0470'THE MARK IS IN MAYPORT, ON THE MAYPORT NAVAL BASIN, AT THE
 BC0470'INTERSECTION OF MASSEY AVENUE AND MAINE STREET, IN SECTION 38,
 BC0470'TOWNSHIP 1 SOUTH, RANGE 29 EAST.    TO REACH THE MARK FROM THE
 BC0470'OVERPASS OF ATLANTIC BLVD (STATE ROAD 10) AND MAYPORT ROAD (STATE ROAD
 BC0470'A1A) ON THE SOUTH SIDE OF MAYPORT, GO NORTH ON MAYPORT ROAD (STATE
 BC0470'ROAD A1A) FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF COUNTY ROAD 101
 BC0470'(MAYPORT ROAD-MAIN STREET), CONTINUE NORTH ON MAYPORT ROAD (COUNTY
 BC0470'ROAD 101) FOR 1.8 MI (2.9 KM) TO THE ENTRANCE OF THE MAYPORT NAVAL
 BC0470'BASIN STATION, PASSING THROUGH THE CHECK-IN STATION CONTINUE NORTH ON
 BC0470'MAIN STREET FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF MASSEY AVENUE AND
 BC0470'THE MARK, SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 0.3 FT
 BC0470'(0.1 M) ABOVE THE LEVEL OF THE GROUND.
 BC0470'
 BC0470'LOCATED 53.5 FT (16.3 M) NORTHWEST OF THE APPROXIMATE CENTER OF THE
 BC0470'INTERSECTION OF MASSEY AVENUE AND MAIN STREET, 45.5 FT (13.9 M) NORTH
 BC0470'OF THE APPROXIMATE CENTER OF MASSEY AVENUE, 39.2 FT (11.9 M) WEST OF
 BC0470'THE APPROXIMATE CENTER OF MAIN STREET, 3.0 FT (0.9 M) NORTHEAST OF A
 BC0470'6-INCH (15 CM) YELLOW PAINTED PIPE THAT PROJECTS 3.0 FT (0.9 M) ABOVE
 BC0470'THE LEVEL OF THE GROUND AND 3.0 FT (0.9 M) NORTHWEST OF A 6-INCH (15
 BC0470'CM) YELLOW PAINTED PIPE THAT PROJECTS 3.0 FT (0.9 M) ABOVE THE THE
 BC0470'LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6842 ***********************************************************************
 AG6842  DESIGNATION -  4 ST PETERSBURG
 AG6842  PID         -  AG6842
 AG6842  STATE/COUNTY-  FL/PINELLAS
 AG6842  COUNTRY     -  US
 AG6842  USGS QUAD   -  PORT TAMPA (2018)
 AG6842
 AG6842                         *CURRENT SURVEY CONTROL
 AG6842  ______________________________________________________________________
 AG6842* NAD 83(1986) POSITION- 27 48 42.     (N) 082 36 03.     (W)   SCALED
 AG6842* NAVD 88 ORTHO HEIGHT -     0.620 (meters)        2.03  (feet) ADJUSTED
 AG6842  ______________________________________________________________________
 AG6842  GEOID HEIGHT    -        -24.652 (meters)                     GEOID18
 AG6842  DYNAMIC HEIGHT  -          0.619 (meters)        2.03  (feet) COMP
 AG6842  MODELED GRAVITY -    979,176.3   (mgal)                       NAVD 88
 AG6842
 AG6842  VERT ORDER      -  SECOND    CLASS II
 AG6842
 AG6842.The horizontal coordinates were scaled from a map and have
 AG6842.an estimated accuracy of +/- 6 seconds.
 AG6842
 AG6842.The orthometric height was determined by differential leveling and
 AG6842.adjusted by the NATIONAL GEODETIC SURVEY
 AG6842.in June 1991.
 AG6842
 AG6842.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6842.GEOID18 height accuracy estimate available here.
 AG6842
 AG6842.Click photographs - Photos may exist for this station.
 AG6842
 AG6842.The dynamic height is computed by dividing the NAVD 88
 AG6842.geopotential number by the normal gravity value computed on the
 AG6842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6842.degrees latitude (g = 980.6199 gals.).
 AG6842
 AG6842.The modeled gravity was interpolated from observed gravity values.
 AG6842
 AG6842;                    North         East    Units  Estimated Accuracy
 AG6842;SPC FL W     -   385,480.      140,800.      MT  (+/- 180 meters Scaled)
 AG6842
 AG6842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL423773(NAD 83)
 AG6842
 AG6842                          SUPERSEDED SURVEY CONTROL
 AG6842
 AG6842  NGVD 29 (??/??/92)    0.883  (m)            2.90   (f) ADJ UNCH    2 2
 AG6842
 AG6842.Superseded values are not recommended for survey control.
 AG6842
 AG6842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6842.See file dsdata.pdf to determine how the superseded data were derived.
 AG6842
 AG6842_MARKER: DD = SURVEY DISK
 AG6842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6842+STABILITY: SURFACE MOTION
 AG6842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6842+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2004
 AG6842
 AG6842  HISTORY     - Date     Condition        Report By
 AG6842  HISTORY     - UNK      MONUMENTED       FL2730
 AG6842  HISTORY     - 1975     GOOD             FLDT
 AG6842  HISTORY     - 19980305 GOOD             USPSQD
 AG6842  HISTORY     - 20040124 GOOD             USPSQD
 AG6842
 AG6842                          STATION DESCRIPTION
 AG6842
 AG6842'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6842'AT ST PETERSBURG.
 AG6842'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG6842'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET N.
 AG6842'FOR 4.05 MILE TO THE INTERSECTION OF 38TH AVE. N., TURN LEFT ON
 AG6842'38TH AVE. N. AND RUN NORTHEASTERLY FOR 0.35 MILE TO THE INTERSECTION
 AG6842'OF 1ST STREET N. AND 40TH AVE. N., CONTINUE EASTERLY ALONG 40TH
 AG6842'AVE. N. FOR 1.6 MILE TO THE INTERSECTION OF SHORE ACRES BLVD.,
 AG6842'TURN RIGHT ON SHORE ACRES BLVD. AND RUN SOUTHERLY FOR 0.45 MILE
 AG6842'TO THE INTERSECTION OF OVERLOOK DR. NE, TURN LEFT ON OVERLOOK
 AG6842'DR. NE AND RUN EASTERLY FOR 0.70 MILE TO THE INTERSECTION OF
 AG6842'CHANCELLOR STREET NE.  STATION ON RIGHT, IN SOUTH CORNER, 16.7 FT.
 AG6842'SE OF THE CENTERLINE OF OVERLOOK DR., 88.7 FT. W/SW OF THE
 AG6842'CENTERLINE OF CHANCELLOR STREET, 42.5 FT. WEST OF A GUY POLE, NO
 AG6842'NUMBER, 1.0 FT. SE OF THE BACK OF THE CURB.  SET IN TOP OF A
 AG6842'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  SECTION 4, T 31S,
 AG6842'R 17E
 AG6842
 AG6842                          STATION RECOVERY (1998)
 AG6842
 AG6842'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG6842'RECOVERED IN GOOD CONDITION.
 AG6842
 AG6842                          STATION RECOVERY (2004)
 AG6842
 AG6842'RECOVERY NOTE BY US POWER SQUADRON 2004 (JHF)
 AG6842'FOUND APPROX 6 INCHES BELOW GROUND.  ON PUBLIC PROPERTY.  OK FOR GPS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1286 ***********************************************************************
 AG1286  DESIGNATION -  4 V
 AG1286  PID         -  AG1286
 AG1286  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1286  COUNTRY     -  US
 AG1286  USGS QUAD   -  BRANDON (2018)
 AG1286
 AG1286                         *CURRENT SURVEY CONTROL
 AG1286  ______________________________________________________________________
 AG1286* NAD 83(1990) POSITION- 27 55 21.57994(N) 082 22 07.35613(W)   ADJUSTED
 AG1286* NAVD 88 ORTHO HEIGHT -     6.    (meters)       20.    (feet) SCALED
 AG1286  ______________________________________________________________________
 AG1286  GEOID HEIGHT    -        -25.066 (meters)                     GEOID18
 AG1286  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 AG1286  HORZ ORDER      -  THIRD
 AG1286
 AG1286.The horizontal coordinates were established by classical geodetic methods
 AG1286.and adjusted by the National Geodetic Survey in May 1991.
 AG1286
 AG1286.The orthometric height was scaled from a topographic map.
 AG1286
 AG1286.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1286.GEOID18 height accuracy estimate available here.
 AG1286
 AG1286.Click photographs - Photos may exist for this station.
 AG1286
 AG1286.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG1286
 AG1286. The following values were computed from the NAD 83(1990) position.
 AG1286
 AG1286;                    North         East     Units Scale Factor Converg.
 AG1286;SPC FL W     -   397,693.565   163,709.125   MT  0.99995743   -0 10 21.6
 AG1286;SPC FL W     - 1,304,766.30    537,102.35   sFT  0.99995743   -0 10 21.6
 AG1286;UTM  17      - 3,089,388.573   365,321.773   MT  0.99982388   -0 38 27.7
 AG1286
 AG1286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1286!SPC FL W     -   1.00000304  x   0.99995743  =   0.99996047
 AG1286!UTM  17      -   1.00000304  x   0.99982388  =   0.99982692
 AG1286
 AG1286:                Primary Azimuth Mark                     Grid Az
 AG1286:SPC FL W     -  3 V                                      270 38 01.8
 AG1286:UTM  17      -  3 V                                      271 06 07.9
 AG1286
 AG1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6532189388(NAD 83)
 AG1286
 AG1286|---------------------------------------------------------------------|
 AG1286| PID    Reference Object                     Distance      Geod. Az  |
 AG1286|                                                           dddmmss.s |
 AG1286| AG1456 3 V                                 APPROX. 2.5 KM 2702740.2 |
 AG1286|---------------------------------------------------------------------|
 AG1286
 AG1286                          SUPERSEDED SURVEY CONTROL
 AG1286
 AG1286  NAD 83(1986)-  27 55 21.59167(N)    082 22 07.36841(W) AD(       ) 3
 AG1286  NAD 27      -  27 55 20.51248(N)    082 22 08.04029(W) AD(       ) 3
 AG1286
 AG1286.Superseded values are not recommended for survey control.
 AG1286
 AG1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1286.See file dsdata.pdf to determine how the superseded data were derived.
 AG1286
 AG1286_MARKER: DE = TRAVERSE STATION DISK
 AG1286_STAMPING: 4 V 1943
 AG1286_MARK LOGO: CGS
 AG1286_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1286
 AG1286  HISTORY     - Date     Condition        Report By
 AG1286  HISTORY     - 1943     MONUMENTED       CGS
 AG1286  HISTORY     - 1956     MARK NOT FOUND   CGS
 AG1286
 AG1286                          STATION DESCRIPTION
 AG1286
 AG1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 AG1286'STATION NOT RECOVERED.  REFERENCE MARK 1 RECOVERED LEANING, AND
 AG1286'REFERENCE MARK 2 RECOVERED IN GOOD CONDITION.
 AG1286'
 AG1286'REFERENCE MARK 2 IS LOCATED 4.2 MI. E OF THE SE END OF THE
 AG1286'TWENTY-SECOND STREET CAUSEWAY BRIDGE, AT THE SE CORNER OF THE
 AG1286'INTERSECTION OF CAUSEWAY BOULEVARD (STATE ROAD 676) AND
 AG1286'SEVENTY-EIGHTH STREET, 44.0 FT. E OF THE CENTERLINE OF CAUSEWAY
 AG1286'BOULEVARD, 35.0 FT. S OF THE CENTERLINE OF SEVENTY-EIGHTH STREET,
 AG1286'56.6 FT. SE OF THE CENTERLINE OF THE INTERSECTION, 6 FT. S OF A
 AG1286'FENCE CORNER, 10.6 FT. SE OF POWERPOLE NO. 63, AND 9.4 FT. SE
 AG1286'OF A STREET MARKER.  REFERENCE MARK 2 IS A STANDARD
 AG1286'REFERENCE-MARK DISK, STAMPED RM 2 4 V 1943 AND SET IN AN 8-IN.
 AG1286'SQUARE CONCRETE MONUMENT PROTRUDING 6 IN. ABOVE THE GROUND.
 AG1286'
 AG1286'REFERENCE MARK 1 IS LOCATED AT THE NE CORNER OF THE INTERSECTION,
 AG1286'57.6 FT. N OF THE CENTERLINE OF SEVENTY-EIGHTH STREET, 45.9 FT. E
 AG1286'OF THE CENTERLINE OF CAUSEWAY BOULEVARD, AND 73.6 FT. NE OF THE
 AG1286'CENTERLINE OF THE INTERSECTION.  A STANDARD REFERENCE-MARK DISK,
 AG1286'STAMPED RM 1 4 V 1943 AND SET IN AN 8-IN. SQUARE CONCRETE
 AG1286'MONUMENT AND PROTRUDES 1 FT. ABOVE THE GROUND.  MONUMENT IS
 AG1286'LEANING ABOUT 20 DEG.  DISTANCE BETWEEN REFERENCE MARKS IS
 AG1286'92.06 FT.
 AG1286'
 AG1286'ARCS WERE SWUNG FROM THE REFERENCE MARKS IN ORDER TO LOCATE THE
 AG1286'STATION.  THE INTERSECTION OF THE ARCS FELL NEAR THE INTERSECTION
 AG1286'OF THE ROADS UNDER THE PAVEMENT.  STATION 4 V PROBABLY DESTROYED
 AG1286'DUE TO THE RECONSTRUCTION OF ROADS.
 AG1286'
 AG1286'THIS IS A TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5150 ***********************************************************************
 AB5150  DESIGNATION -  4 WHC
 AB5150  PID         -  AB5150
 AB5150  STATE/COUNTY-  FL/LAKE
 AB5150  COUNTRY     -  US
 AB5150  USGS QUAD   -  UMATILLA (2018)
 AB5150
 AB5150                         *CURRENT SURVEY CONTROL
 AB5150  ______________________________________________________________________
 AB5150* NAD 83(1986) POSITION- 28 57 39.6    (N) 081 44 20.6    (W)   HD_HELD2
 AB5150* NAVD 88 ORTHO HEIGHT -    34.020 (meters)      111.61  (feet) ADJUSTED
 AB5150  ______________________________________________________________________
 AB5150  GEOID HEIGHT    -        -27.876 (meters)                     GEOID18
 AB5150  DYNAMIC HEIGHT  -         33.972 (meters)      111.46  (feet) COMP
 AB5150  MODELED GRAVITY -    979,231.6   (mgal)                       NAVD 88
 AB5150
 AB5150  VERT ORDER      -  SECOND    CLASS I
 AB5150
 AB5150.The horizontal coordinates were established by autonomous hand held GPS
 AB5150.observations and have an estimated accuracy of +/- 10 meters.
 AB5150
 AB5150.The orthometric height was determined by differential leveling and
 AB5150.adjusted by the NATIONAL GEODETIC SURVEY
 AB5150.in September 1996.
 AB5150
 AB5150.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5150.GEOID18 height accuracy estimate available here.
 AB5150
 AB5150.Click photographs - Photos may exist for this station.
 AB5150
 AB5150.The dynamic height is computed by dividing the NAVD 88
 AB5150.geopotential number by the normal gravity value computed on the
 AB5150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5150.degrees latitude (g = 980.6199 gals.).
 AB5150
 AB5150.The modeled gravity was interpolated from observed gravity values.
 AB5150
 AB5150;                    North         East    Units  Estimated Accuracy
 AB5150;SPC FL E     -   512,933.      127,963.      MT  (+/- 10 meters HH2 GPS)
 AB5150
 AB5150_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN2798703889(NAD 83)
 AB5150
 AB5150                          SUPERSEDED SURVEY CONTROL
 AB5150
 AB5150.No superseded survey control is available for this station.
 AB5150
 AB5150_MARKER: DD = SURVEY DISK
 AB5150_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AB5150_STAMPING: 4 WHC 1962 113
 AB5150_MARK LOGO: USGS
 AB5150_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5150_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5150+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1994
 AB5150
 AB5150  HISTORY     - Date     Condition        Report By
 AB5150  HISTORY     - 1962     MONUMENTED       USGS
 AB5150  HISTORY     - 19940304 GOOD             FLDEP
 AB5150
 AB5150                          STATION DESCRIPTION
 AB5150
 AB5150'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5150'THE MARK IS ABOUT 11.2 MI (18.0 KM) EAST OF WEIRSDALE, 5.1 MI (8.2 KM)
 AB5150'NORTHWEST OF UMATILLA, 13.5 MI (21.7 KM) NORTHEAST OF LEESBURG IN
 AB5150'SECTION 5, TOWNSHIP 18 SOUTH, RANGE 26 EAST.  TO REACH THE MARK FROM
 AB5150'THE T-JUNCTION OF STATE ROAD 19 (CENTRAL AVENUE) AND COUNTY ROAD 450
 AB5150'WEST IN UMATILLA, GO WESTERLY ON COUNTY ROAD 450 FOR 5.4 MI (8.7 KM)
 AB5150'TO THE COUNTY LINE FOR LAKE AND MARION COUNTIES AND THE MARK ON THE
 AB5150'LEFT, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AB5150'GROUND AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF COUNTY ROAD 450.
 AB5150'LOCATED 92.5 FT (28.2 M) SOUTHEAST OF A POWER POLE WITH 3 GUY WIRES
 AB5150'ATTACHED, 28.5 FT (8.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 AB5150'COUNTY ROAD 450, 19.7 FT (6.0 M) SOUTHEAST OF A SIGN FOR MARION COUNTY
 AB5150'LINE, 2.5 FT (0.8 M) NORTHEAST OF A BARB WIRE FENCE AND 0.5 FT (15.2
 AB5150'CM) NORTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7268 ***********************************************************************
 AL7268  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7268  DESIGNATION -  4.200 7
 AL7268  PID         -  AL7268
 AL7268  STATE/COUNTY-  FL/CITRUS
 AL7268  COUNTRY     -  US
 AL7268  USGS QUAD   -  CRYSTAL RIVER (2018)
 AL7268
 AL7268                         *CURRENT SURVEY CONTROL
 AL7268  ______________________________________________________________________
 AL7268* NAD 83(1986) POSITION- 28 53 59.7    (N) 082 35 35.5    (W)   HD_HELD2
 AL7268* NAVD 88 ORTHO HEIGHT -     1.026 (meters)        3.37  (feet) ADJUSTED
 AL7268  ______________________________________________________________________
 AL7268  GEOID HEIGHT    -        -27.278 (meters)                     GEOID18
 AL7268  DYNAMIC HEIGHT  -          1.024 (meters)        3.36  (feet) COMP
 AL7268  MODELED GRAVITY -    979,225.5   (mgal)                       NAVD 88
 AL7268
 AL7268  VERT ORDER      -  FIRST     CLASS II
 AL7268
 AL7268.The horizontal coordinates were established by autonomous hand held GPS
 AL7268.observations and have an estimated accuracy of +/- 10 meters.
 AL7268
 AL7268.The orthometric height was determined by differential leveling and
 AL7268.adjusted by the NATIONAL GEODETIC SURVEY
 AL7268.in August 2010.
 AL7268
 AL7268.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7268.GEOID18 height accuracy estimate available here.
 AL7268
 AL7268.This Tidal Bench Mark is designated as VM 7799
 AL7268.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AL7268
 AL7268.Click photographs - Photos may exist for this station.
 AL7268
 AL7268.The dynamic height is computed by dividing the NAVD 88
 AL7268.geopotential number by the normal gravity value computed on the
 AL7268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7268.degrees latitude (g = 980.6199 gals.).
 AL7268
 AL7268.The modeled gravity was interpolated from observed gravity values.
 AL7268
 AL7268;                    North         East    Units  Estimated Accuracy
 AL7268;SPC FL W     -   506,083.      142,147.      MT  (+/- 10 meters HH2 GPS)
 AL7268
 AL7268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4466297941(NAD 83)
 AL7268
 AL7268                          SUPERSEDED SURVEY CONTROL
 AL7268
 AL7268  NAVD 88 (??/??/92)    1.025  (m)            3.36   (f) SUPERSEDED  3 0
 AL7268
 AL7268.Superseded values are not recommended for survey control.
 AL7268
 AL7268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7268.See file dsdata.pdf to determine how the superseded data were derived.
 AL7268
 AL7268_STAMPING: 4.200 7 1935
 AL7268_MARK LOGO: USACE
 AL7268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL7268+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2010
 AL7268
 AL7268  HISTORY     - Date     Condition        Report By
 AL7268  HISTORY     - 1935     MONUMENTED       USACE
 AL7268  HISTORY     - 1977     GOOD             FLDNR
 AL7268  HISTORY     - 1985     GOOD             FLDNR
 AL7268  HISTORY     - 19900119 GOOD             USPSQD
 AL7268  HISTORY     - 19910204 GOOD             USPSQD
 AL7268  HISTORY     - 19940518 GOOD             USPSQD
 AL7268  HISTORY     - 20040111 MARK NOT FOUND   FLDEP
 AL7268  HISTORY     - 20090110 GOOD             FLDEP
 AL7268  HISTORY     - 20101102 GOOD             FLDEP
 AL7268  HISTORY     - 20180308 MARK NOT FOUND   FLDEP
 AL7268
 AL7268                          STATION DESCRIPTION
 AL7268
 AL7268'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7268'CRYSTAL RIVER.
 AL7268'MARK IS LOCATED AT THE INTERSECTION OF STATE ROAD 495 AND US HIGHWAY
 AL7268'19/98 IN CRYSTAL RIVER, AND IS IN THE NORTHWEST CORNER OF THE
 AL7268'INTERSECTION, 20 FEET WEST OF THE CENTER LINE OF STATE ROAD 495,
 AL7268'CITRUS STREET, 1.8 FEET WEST OF THE CURB, 9 FEET EAST OF LEWIS
 AL7268'OFFICE SUPPLY, 10.5 FEET NORTH OF A POWER POLE.
 AL7268
 AL7268                          STATION RECOVERY (1985)
 AL7268
 AL7268'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7268'RECOVERED IN GOOD CONDITION.
 AL7268
 AL7268                          STATION RECOVERY (1990)
 AL7268
 AL7268'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7268'RECOVERED IN GOOD CONDITION.
 AL7268
 AL7268                          STATION RECOVERY (1991)
 AL7268
 AL7268'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7268'RECOVERED IN GOOD CONDITION.
 AL7268
 AL7268                          STATION RECOVERY (1994)
 AL7268
 AL7268'RECOVERY NOTE BY US POWER SQUADRON 1994
 AL7268'RECOVERED IN GOOD CONDITION.
 AL7268
 AL7268                          STATION RECOVERY (2004)
 AL7268
 AL7268'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AL7268'THE MARK WAS NOT FOUND.
 AL7268
 AL7268                          STATION RECOVERY (2009)
 AL7268
 AL7268'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AL7268'RECOVERED AS DESCRIBED.
 AL7268
 AL7268                          STATION RECOVERY (2010)
 AL7268
 AL7268'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (BPJ)
 AL7268'RECOVERED AS DESCRIBED.
 AL7268
 AL7268                          STATION RECOVERY (2018)
 AL7268
 AL7268'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (RPB)
 AL7268'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9202 ***********************************************************************
 DO9202  DESIGNATION -  4.5 410Z
 DO9202  PID         -  DO9202
 DO9202  STATE/COUNTY-  FL/POLK
 DO9202  COUNTRY     -  US
 DO9202  USGS QUAD   -  BRADLEY JUNCTION (2018)
 DO9202
 DO9202                         *CURRENT SURVEY CONTROL
 DO9202  ______________________________________________________________________
 DO9202* NAD 83(1986) POSITION- 27 45 36.7    (N) 081 53 14.9    (W)   HD_HELD2
 DO9202* NAVD 88 ORTHO HEIGHT -    50.390 (meters)      165.32  (feet) ADJUSTED
 DO9202  ______________________________________________________________________
 DO9202  GEOID HEIGHT    -        -25.483 (meters)                     GEOID18
 DO9202  DYNAMIC HEIGHT  -         50.315 (meters)      165.08  (feet) COMP
 DO9202  MODELED GRAVITY -    979,155.0   (mgal)                       NAVD 88
 DO9202
 DO9202  VERT ORDER      -  FIRST     CLASS II
 DO9202
 DO9202.The horizontal coordinates were established by autonomous hand held GPS
 DO9202.observations and have an estimated accuracy of +/- 10 meters.
 DO9202
 DO9202.The orthometric height was determined by differential leveling and
 DO9202.adjusted by the NATIONAL GEODETIC SURVEY
 DO9202.in December 2013.
 DO9202
 DO9202.No vertical observational check was made to the station.
 DO9202
 DO9202.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9202.GEOID18 height accuracy estimate available here.
 DO9202
 DO9202.Click photographs - Photos may exist for this station.
 DO9202
 DO9202.The dynamic height is computed by dividing the NAVD 88
 DO9202.geopotential number by the normal gravity value computed on the
 DO9202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9202.degrees latitude (g = 980.6199 gals.).
 DO9202
 DO9202.The modeled gravity was interpolated from observed gravity values.
 DO9202
 DO9202;                    North         East    Units  Estimated Accuracy
 DO9202;SPC FL W     -   379,641.      211,092.      MT  (+/- 10 meters HH2 GPS)
 DO9202
 DO9202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1254770953(NAD 83)
 DO9202
 DO9202                          SUPERSEDED SURVEY CONTROL
 DO9202
 DO9202.No superseded survey control is available for this station.
 DO9202
 DO9202_MARKER: F = FLANGE-ENCASED ROD
 DO9202_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DO9202_STAMPING: 4.5-410Z LB 262
 DO9202_MARK LOGO: GULFST
 DO9202_PROJECTION: RECESSED 15 CENTIMETERS
 DO9202_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9202+STABILITY: SURFACE MOTION
 DO9202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9202+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2013
 DO9202
 DO9202  HISTORY     - Date     Condition        Report By
 DO9202  HISTORY     - UNK      MONUMENTED       GULFST
 DO9202  HISTORY     - 20130130 GOOD             FLDEP
 DO9202
 DO9202                          STATION DESCRIPTION
 DO9202
 DO9202'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9202'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTHEAST OF BAIRD, 6.1 MI (9.8 KM)
 DO9202'EAST-SOUTHEAST OF BRADLEY JUNCTION, 5.6 MI (9.0 KM) SOUTHWEST OF
 DO9202'HOMELAND, IN SECTION 26, TOWNSHIP 31 SOUTH, RANGE 24 EAST.
 DO9202'
 DO9202'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, COUNTY
 DO9202'ROAD 630 AND U.S. HIGHWAY 98 IN FORT MEADE, GO WEST ON COUNTY ROAD 630
 DO9202'(WEST BROADWAY) FOR 5.3 MI (8.5 KM) TO THE INTERSECTION OF COUNTY ROAD
 DO9202'555 ON THE RIGHT AND OLD BREWSTER ROAD ON THE LEFT.  TURN RIGHT ON
 DO9202'COUNTY ROAD 555 AND GO NORTH FOR 0.8 MI (1.3 KM) TO THE MARK ON THE
 DO9202'LEFT, A METAL ROD AND DISC DRIVEN TO AN UNKNOWN DEPTH IN A 5-INCH (13
 DO9202'CM) PVC PIPE RECESSED 0.6 FT (18 CM) BELOW THE LEVEL OF THE GROUND AND
 DO9202'1.0 FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD 555.
 DO9202'
 DO9202'LOCATED 86.8 FT (26.5 M) NORTH OF A WOODEN POWER POLE NUMBER 6-80513,
 DO9202'38.6 FT (11.8 M) WEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 DO9202'555, 26.6 FT (8.1 M) WEST OF THE EDGE OF THE PAVEMENT, 1.3 FT (0.4 M)
 DO9202'EAST OF THE BARBED WIRE FENCE AND 0.7 FT (21 CM) EAST OF THE CARSONITE
 DO9202'WITNESS POST.
 DO9202'
 DO9202'NOTE-ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9203 ***********************************************************************
 DO9203  DESIGNATION -  4.7 4100
 DO9203  PID         -  DO9203
 DO9203  STATE/COUNTY-  FL/POLK
 DO9203  COUNTRY     -  US
 DO9203  USGS QUAD   -  BRADLEY JUNCTION (2018)
 DO9203
 DO9203                         *CURRENT SURVEY CONTROL
 DO9203  ______________________________________________________________________
 DO9203* NAD 83(1986) POSITION- 27 45 48.6    (N) 081 53 15.1    (W)   HD_HELD2
 DO9203* NAVD 88 ORTHO HEIGHT -    50.255 (meters)      164.88  (feet) ADJUSTED
 DO9203  ______________________________________________________________________
 DO9203  GEOID HEIGHT    -        -25.489 (meters)                     GEOID18
 DO9203  DYNAMIC HEIGHT  -         50.180 (meters)      164.63  (feet) COMP
 DO9203  MODELED GRAVITY -    979,155.2   (mgal)                       NAVD 88
 DO9203
 DO9203  VERT ORDER      -  FIRST     CLASS II
 DO9203
 DO9203.The horizontal coordinates were established by autonomous hand held GPS
 DO9203.observations and have an estimated accuracy of +/- 10 meters.
 DO9203
 DO9203.The orthometric height was determined by differential leveling and
 DO9203.adjusted by the NATIONAL GEODETIC SURVEY
 DO9203.in December 2013.
 DO9203
 DO9203.No vertical observational check was made to the station.
 DO9203
 DO9203.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9203.GEOID18 height accuracy estimate available here.
 DO9203
 DO9203.Click photographs - Photos may exist for this station.
 DO9203
 DO9203.The dynamic height is computed by dividing the NAVD 88
 DO9203.geopotential number by the normal gravity value computed on the
 DO9203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9203.degrees latitude (g = 980.6199 gals.).
 DO9203
 DO9203.The modeled gravity was interpolated from observed gravity values.
 DO9203
 DO9203;                    North         East    Units  Estimated Accuracy
 DO9203;SPC FL W     -   380,007.      211,086.      MT  (+/- 10 meters HH2 GPS)
 DO9203
 DO9203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1254471320(NAD 83)
 DO9203
 DO9203                          SUPERSEDED SURVEY CONTROL
 DO9203
 DO9203.No superseded survey control is available for this station.
 DO9203
 DO9203_MARKER: F = FLANGE-ENCASED ROD
 DO9203_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DO9203_STAMPING: 4.7-4100 LB 262
 DO9203_MARK LOGO: GULFST
 DO9203_PROJECTION: RECESSED 15 CENTIMETERS
 DO9203_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9203+STABILITY: SURFACE MOTION
 DO9203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9203+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2012
 DO9203
 DO9203  HISTORY     - Date     Condition        Report By
 DO9203  HISTORY     - UNK      MONUMENTED       GULFST
 DO9203  HISTORY     - 20121106 GOOD             FLDEP
 DO9203
 DO9203                          STATION DESCRIPTION
 DO9203
 DO9203'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9203'THE MARK IS ABOUT 6.7 MI (10.8 KM) NORTHEAST OF BAIRD, 6.1 MI (9.8 KM)
 DO9203'EAST-SOUTHEAST OF BRADLEY JUNCTION, 5.3 MI (8.5 KM) SOUTHWEST OF
 DO9203'HOMELAND, IN SECTION 23, TOWNSHIP 31 SOUTH, RANGE 24 EAST.
 DO9203'
 DO9203'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, COUNTY
 DO9203'ROAD 630 AND U.S. HIGHWAY 98 IN FORT MEADE, GO WEST ON COUNTY ROAD 630
 DO9203'(WEST BROADWAY) FOR 5.3 MI (8.5 KM) TO THE INTERSECTION OF COUNTY ROAD
 DO9203'555 ON THE RIGHT AND OLD BREWSTER ROAD ON THE LEFT.  TURN RIGHT ON
 DO9203'COUNTY ROAD 555 AND GO NORTH FOR 1.05 MI (1.7 KM) TO THE MARK ON THE
 DO9203'LEFT, A METAL ROD AND DISC DRIVEN TO AN UNKNOWN DEPTH IN A 5-INCH (13
 DO9203'CM) PVC PIPE RECESSED 0.6 FT (18 CM) BELOW THE LEVEL OF THE GROUND AND
 DO9203'0.5 FT (15 CM) BELOW THE LEVEL OF COUNTY ROAD 555.
 DO9203'
 DO9203'LOCATED 95.8 FT (29.2 M) SOUTH OF A WOODEN POWER POLE NUMBER A71449,
 DO9203'54.5 FT (16.6 M) SOUTH OF THE NORTHEAST CORNER OF THE BARBED WIRE
 DO9203'FENCE, 41.0 FT (12.5 M) WEST OF THE APPROXIMATE CENTERLINE OF COUNTY
 DO9203'ROAD 555, 1.2 FT (0.4 M) EAST OF THE BARBED WIRE FENCE AND 0.7 FT (21
 DO9203'CM) EAST OF A CARSONITE WITNESS POST.
 DO9203'
 DO9203'NOTE-ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7276 ***********************************************************************
 AL7276  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7276  DESIGNATION -  4.70
 AL7276  PID         -  AL7276
 AL7276  STATE/COUNTY-  FL/CITRUS
 AL7276  COUNTRY     -  US
 AL7276  USGS QUAD   -  RED LEVEL (2018)
 AL7276
 AL7276                         *CURRENT SURVEY CONTROL
 AL7276  ______________________________________________________________________
 AL7276* NAD 83(1986) POSITION- 28 53 57.11   (N) 082 38 15.19   (W)   HD_HELD1
 AL7276* NAVD 88 ORTHO HEIGHT -     1.092 (meters)        3.58  (feet) ADJUSTED
 AL7276  ______________________________________________________________________
 AL7276  GEOID HEIGHT    -        -27.247 (meters)                     GEOID18
 AL7276  DYNAMIC HEIGHT  -          1.091 (meters)        3.58  (feet) COMP
 AL7276  MODELED GRAVITY -    979,227.6   (mgal)                       NAVD 88
 AL7276
 AL7276  VERT ORDER      -  FIRST     CLASS II
 AL7276
 AL7276.The horizontal coordinates were determined by differentially corrected
 AL7276.hand held GPS observations or other comparable positioning techniques
 AL7276.and have an estimated accuracy of +/- 3 meters.
 AL7276
 AL7276.The orthometric height was determined by differential leveling and
 AL7276.adjusted by the NATIONAL GEODETIC SURVEY
 AL7276.in March 2023.
 AL7276
 AL7276.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7276.GEOID18 height accuracy estimate available here.
 AL7276
 AL7276.This Tidal Bench Mark is designated as VM 7804
 AL7276.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AL7276
 AL7276.Click photographs - Photos may exist for this station.
 AL7276
 AL7276.The dynamic height is computed by dividing the NAVD 88
 AL7276.geopotential number by the normal gravity value computed on the
 AL7276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7276.degrees latitude (g = 980.6199 gals.).
 AL7276
 AL7276.The modeled gravity was interpolated from observed gravity values.
 AL7276
 AL7276;                    North         East    Units  Estimated Accuracy
 AL7276;SPC FL W     -   506,025.4     137,820.3     MT  (+/- 3 meters HH1 GPS) 
 AL7276
 AL7276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4033697920(NAD 83)
 AL7276
 AL7276                          SUPERSEDED SURVEY CONTROL
 AL7276
 AL7276  NAVD 88 (08/26/10)    1.094  (m)            3.59   (f) SUPERSEDED  1 2
 AL7276  NAVD 88 (??/??/92)    1.054  (m)            3.46   (f) SUPERSEDED  3 0
 AL7276
 AL7276.Superseded values are not recommended for survey control.
 AL7276
 AL7276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7276.See file dsdata.pdf to determine how the superseded data were derived.
 AL7276
 AL7276_MARKER: DD = SURVEY DISK
 AL7276_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7276_SP_SET: CULVERT HEADWALL
 AL7276_STAMPING: 4.70
 AL7276_MARK LOGO: FLSRD
 AL7276_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7276+STABILITY: SURFACE MOTION
 AL7276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL7276+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2022
 AL7276
 AL7276  HISTORY     - Date     Condition        Report By
 AL7276  HISTORY     - UNK      MONUMENTED       FLDT
 AL7276  HISTORY     - 1977     GOOD             FLDNR
 AL7276  HISTORY     - 1985     GOOD             FLDNR
 AL7276  HISTORY     - 1989     GOOD             USPSQD
 AL7276  HISTORY     - 20090110 GOOD             FLDEP
 AL7276  HISTORY     - 20220926 GOOD             FLDEP
 AL7276
 AL7276                          STATION DESCRIPTION
 AL7276
 AL7276'DESCRIBED BY FL DEPT OF NAT RES 1977
 AL7276'5.9 MI SW FROM CRYSTAL RIVER.
 AL7276'BEGIN AT THE INTERSECTION OF US HIGHWAY 19/98 AND STATE ROAD 44,
 AL7276'AT CRYSTAL RIVER. PROCEED 1.1 MILES TO WHERE STATE ROAD 44 PICKS
 AL7276'UP AGAIN TO THE RIGHT, AND ANOTHER ROAD GOING WEST TO PARADISE
 AL7276'POINT, THENCE SOUTHWEST ALONG STATE ROAD 44, 2.4 MILES TO THE
 AL7276'INTERSECTION WITH SUNCOAST BOULEVARD, THENCE NORTHWESTERLY ALONG
 AL7276'STATE ROAD 44 1.8 MILES TO THE MARK, WHICH BEARS 18 FEET SOUTH OF
 AL7276'THE CENTER LINE OF STATE ROAD 44, SET FLUSH IN THE TOP OF A 0.7
 AL7276'FOOT THICK CONCRETE CULVERT ABUTMENT, 24 FEET FROM THE EAST END
 AL7276'OF THE CULVERT, 12 FEET FROM THE WEST END OF THE CULVERT.
 AL7276
 AL7276                          STATION RECOVERY (1985)
 AL7276
 AL7276'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AL7276'RECOVERED IN GOOD CONDITION EXCEPT 1.8 MILES SHOULD BE 2.8 MILES, AND
 AL7276'IS 24 FEET WEST OF A WITNESS POST.
 AL7276
 AL7276                          STATION RECOVERY (1989)
 AL7276
 AL7276'RECOVERY NOTE BY US POWER SQUADRON 1989 (WT)
 AL7276'RECOVERED IN GOOD CONDITION.
 AL7276
 AL7276                          STATION RECOVERY (2009)
 AL7276
 AL7276'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AL7276'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AL7276'THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 19, 98 AND COUNTY ROAD 44
 AL7276'WEST (WEST FORT ISLAND TRAIL), GO SOUTHWEST ON COUNTY ROAD 44 WEST
 AL7276'(WEST FORT ISLAND TRAIL) FOR 3.5 MI (5.6 KM) TO THE JUNCTION OF PINE
 AL7276'BARK LANE ON THE RIGHT, CONTINUE WEST ON COUNTY ROAD 44 WEST (WEST
 AL7276'FORT ISLAND TRAIL) FOR 1.5 MI TO A CULVERT CROSSING AND THE MARK ON
 AL7276'THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE CULVERT HEADWALL LEVEL
 AL7276'WITH COUNTY ROAD 44 WEST (WEST FORT ISLAND TRAIL).
 AL7276
 AL7276                          STATION RECOVERY (2022)
 AL7276
 AL7276'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (DLP)
 AL7276'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR0055 ***********************************************************************
 AR0055  DESIGNATION -  40 13 ATA
 AR0055  PID         -  AR0055
 AR0055  STATE/COUNTY-  FL/DIXIE
 AR0055  COUNTRY     -  US
 AR0055  USGS QUAD   -  CROSS CITY WEST (2018)
 AR0055
 AR0055                         *CURRENT SURVEY CONTROL
 AR0055  ______________________________________________________________________
 AR0055* NAD 83(1986) POSITION- 29 41 31.39   (N) 083 13 22.86   (W)   HD_HELD1
 AR0055* NAVD 88 ORTHO HEIGHT -    11.903 (meters)       39.05  (feet) ADJUSTED
 AR0055  ______________________________________________________________________
 AR0055  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 AR0055  DYNAMIC HEIGHT  -         11.887 (meters)       39.00  (feet) COMP
 AR0055  MODELED GRAVITY -    979,301.7   (mgal)                       NAVD 88
 AR0055
 AR0055  VERT ORDER      -  FIRST     CLASS I
 AR0055
 AR0055.The horizontal coordinates were determined by differentially corrected
 AR0055.hand held GPS observations or other comparable positioning techniques
 AR0055.and have an estimated accuracy of +/- 3 meters.
 AR0055
 AR0055.The orthometric height was determined by differential leveling and
 AR0055.adjusted by the NATIONAL GEODETIC SURVEY
 AR0055.in June 1991.
 AR0055
 AR0055.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR0055.GEOID18 height accuracy estimate available here.
 AR0055
 AR0055.Click photographs - Photos may exist for this station.
 AR0055
 AR0055.The dynamic height is computed by dividing the NAVD 88
 AR0055.geopotential number by the normal gravity value computed on the
 AR0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0055.degrees latitude (g = 980.6199 gals.).
 AR0055
 AR0055.The modeled gravity was interpolated from observed gravity values.
 AR0055
 AR0055;                    North         East    Units  Estimated Accuracy
 AR0055;SPC FL N     -    77,404.6     723,585.3     MT  (+/- 3 meters HH1 GPS) 
 AR0055
 AR0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN8490886730(NAD 83)
 AR0055
 AR0055                          SUPERSEDED SURVEY CONTROL
 AR0055
 AR0055  NGVD 29 (??/??/92)   12.109  (m)           39.73   (f) ADJ UNCH    1 1
 AR0055
 AR0055.Superseded values are not recommended for survey control.
 AR0055
 AR0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0055.See file dsdata.pdf to determine how the superseded data were derived.
 AR0055
 AR0055_MARKER: DD = SURVEY DISK
 AR0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0055_STAMPING: 40 13 ATA 1951
 AR0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0055+STABILITY: SURFACE MOTION
 AR0055
 AR0055  HISTORY     - Date     Condition        Report By
 AR0055  HISTORY     - 1951     MONUMENTED       USGS
 AR0055  HISTORY     - 1967     GOOD             CGS
 AR0055
 AR0055                          STATION DESCRIPTION
 AR0055
 AR0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 AR0055'4.1 MI SE FROM HINES.
 AR0055'ABOUT 2.4 MILES SOUTH ALONG STATE HIGHWAY 357 FROM THE CROSSING OF
 AR0055'THE ATLANTIC COAST LINE RAILROAD AT HINES, THENCE 1.7 MILES
 AR0055'SOUTHEAST ALONG STATE HIGHWAY 358, IN SECTION 16 R 11 E, T 20 S,
 AR0055'ABOUT 0.15 MILE SOUTHEAST OF A 60-FOOT WOODEN BRIDGE OVER A
 AR0055'CANAL, NEAR THE JUNCTION OF AN OLD WOODS ROAD LEADING TO THE
 AR0055'SOUTHWEST, 49 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 AR0055'6 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE WOODS ROAD, 1.1 FEET
 AR0055'NORTHEAST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF
 AR0055'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 AR0055'INCHES ABOVE THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0206 ***********************************************************************
 BE0206  DESIGNATION -  40 JWM USGS
 BE0206  PID         -  BE0206
 BE0206  STATE/COUNTY-  FL/JACKSON
 BE0206  COUNTRY     -  US
 BE0206  USGS QUAD   -  BASCOM (2018)
 BE0206
 BE0206                         *CURRENT SURVEY CONTROL
 BE0206  ______________________________________________________________________
 BE0206* NAD 83(1986) POSITION- 30 56 03.     (N) 085 03 02.     (W)   SCALED
 BE0206* NAVD 88 ORTHO HEIGHT -    34.966 (meters)      114.72  (feet) ADJUSTED
 BE0206  ______________________________________________________________________
 BE0206  GEOID HEIGHT    -        -28.085 (meters)                     GEOID18
 BE0206  DYNAMIC HEIGHT  -         34.921 (meters)      114.57  (feet) COMP
 BE0206  MODELED GRAVITY -    979,360.0   (mgal)                       NAVD 88
 BE0206
 BE0206  VERT ORDER      -  SECOND    CLASS 0
 BE0206
 BE0206.The horizontal coordinates were scaled from a map and have
 BE0206.an estimated accuracy of +/- 6 seconds.
 BE0206
 BE0206.The orthometric height was determined by differential leveling and
 BE0206.adjusted by the NATIONAL GEODETIC SURVEY
 BE0206.in June 1991.
 BE0206
 BE0206.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0206.GEOID18 height accuracy estimate available here.
 BE0206
 BE0206.Click photographs - Photos may exist for this station.
 BE0206
 BE0206.The dynamic height is computed by dividing the NAVD 88
 BE0206.geopotential number by the normal gravity value computed on the
 BE0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0206.degrees latitude (g = 980.6199 gals.).
 BE0206
 BE0206.The modeled gravity was interpolated from observed gravity values.
 BE0206
 BE0206;                    North         East    Units  Estimated Accuracy
 BE0206;SPC FL N     -   214,530.      547,380.      MT  (+/- 180 meters Scaled)
 BE0206
 BE0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV862239(NAD 83)
 BE0206
 BE0206                          SUPERSEDED SURVEY CONTROL
 BE0206
 BE0206  NGVD 29 (??/??/92)   35.092  (m)          115.13   (f) ADJ UNCH    2 0
 BE0206
 BE0206.Superseded values are not recommended for survey control.
 BE0206
 BE0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0206.See file dsdata.pdf to determine how the superseded data were derived.
 BE0206
 BE0206_MARKER: DD = SURVEY DISK
 BE0206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0206_STAMPING: 40 JWM 1951 115
 BE0206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0206+STABILITY: SURFACE MOTION
 BE0206
 BE0206  HISTORY     - Date     Condition        Report By
 BE0206  HISTORY     - 1951     MONUMENTED       USGS
 BE0206  HISTORY     - 1953     GOOD             CGS
 BE0206  HISTORY     - 20010331 POOR             NGS
 BE0206
 BE0206                          STATION DESCRIPTION
 BE0206
 BE0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BE0206'5.4 MI E FROM BASCOM.
 BE0206'ABOUT 0.7 MILE SOUTH ALONG STATE HIGHWAY 165 FROM THE METHODIST
 BE0206'CHURCH AND CEMETERY AT BASCOM, THENCE ABOUT 2.45 MILES EAST
 BE0206'ALONG A GRADED ROAD, THENCE ABOUT 2.2 MILES NORTHEAST ALONG A
 BE0206'NARROW GRADED ROAD, AT THE JUNCTION OF A ROAD LEADING SOUTH, 17
 BE0206'FEET NORTHWEST OF CENTER LINE OF ROAD, ABOUT IN LINE WITH EXTENDED
 BE0206'CENTER LINE OF ROAD SOUTH, ABOUT LEVEL WITH JUNCTION AND SET IN
 BE0206'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BE0206
 BE0206                          STATION RECOVERY (2001)
 BE0206
 BE0206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0206'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0287 ***********************************************************************
 AG0287  DESIGNATION -  400
 AG0287  PID         -  AG0287
 AG0287  STATE/COUNTY-  FL/PINELLAS
 AG0287  COUNTRY     -  US
 AG0287  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0287
 AG0287                         *CURRENT SURVEY CONTROL
 AG0287  ______________________________________________________________________
 AG0287* NAD 83(1986) POSITION- 27 48 37.     (N) 082 38 11.     (W)   SCALED
 AG0287* NAVD 88 ORTHO HEIGHT -     2.005 (meters)        6.58  (feet) ADJUSTED
 AG0287  ______________________________________________________________________
 AG0287  GEOID HEIGHT    -        -24.592 (meters)                     GEOID18
 AG0287  DYNAMIC HEIGHT  -          2.002 (meters)        6.57  (feet) COMP
 AG0287  MODELED GRAVITY -    979,177.2   (mgal)                       NAVD 88
 AG0287
 AG0287  VERT ORDER      -  SECOND    CLASS II
 AG0287
 AG0287.The horizontal coordinates were scaled from a map and have
 AG0287.an estimated accuracy of +/- 6 seconds.
 AG0287
 AG0287.The orthometric height was determined by differential leveling and
 AG0287.adjusted by the NATIONAL GEODETIC SURVEY
 AG0287.in June 1991.
 AG0287
 AG0287.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0287.GEOID18 height accuracy estimate available here.
 AG0287
 AG0287.Click photographs - Photos may exist for this station.
 AG0287
 AG0287.The dynamic height is computed by dividing the NAVD 88
 AG0287.geopotential number by the normal gravity value computed on the
 AG0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0287.degrees latitude (g = 980.6199 gals.).
 AG0287
 AG0287.The modeled gravity was interpolated from observed gravity values.
 AG0287
 AG0287;                    North         East    Units  Estimated Accuracy
 AG0287;SPC FL W     -   385,350.      137,300.      MT  (+/- 180 meters Scaled)
 AG0287
 AG0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL388772(NAD 83)
 AG0287
 AG0287                          SUPERSEDED SURVEY CONTROL
 AG0287
 AG0287  NGVD 29 (??/??/92)    2.269  (m)            7.44   (f) ADJ UNCH    2 2
 AG0287
 AG0287.Superseded values are not recommended for survey control.
 AG0287
 AG0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0287.See file dsdata.pdf to determine how the superseded data were derived.
 AG0287
 AG0287_MARKER: DD = SURVEY DISK
 AG0287_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0287_SP_SET: CULVERT HEADWALL
 AG0287_STAMPING: 400
 AG0287_MARK LOGO: FLHD
 AG0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0287+STABILITY: SURFACE MOTION
 AG0287
 AG0287  HISTORY     - Date     Condition        Report By
 AG0287  HISTORY     - UNK      MONUMENTED       FLHD
 AG0287  HISTORY     - 1976     GOOD             NGS
 AG0287  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AG0287  HISTORY     - 20031024 MARK NOT FOUND   USPSQD
 AG0287  HISTORY     - 20070226 MARK NOT FOUND   USPSQD
 AG0287
 AG0287                          STATION DESCRIPTION
 AG0287
 AG0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0287'IN ST PETERSBURG.
 AG0287'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0287'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH ST. FOR 3.75
 AG0287'MILES TO THE INTERSECTION OF 42ND AVE. N.  TURN LEFT AND RUN EASTERLY
 AG0287'ON 42ND AVE. N. FOR 0.10 MILE TO 3RD ST. N.  STATION ON LEFT, N.E.
 AG0287'CORNER, 20.0 FT. NORTH OF THE CENTERLINE OF 42ND AVE. N., 23.3 FT.
 AG0287'EAST OF THE CENTERLINE OF 3RD ST. N.  SET IN THE TOP OF A CONCRETE
 AG0287'HEADWALL.  SECTION 6, T 31, R 17.
 AG0287
 AG0287                          STATION RECOVERY (1991)
 AG0287
 AG0287'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0287'MARK NOT FOUND.
 AG0287
 AG0287                          STATION RECOVERY (2003)
 AG0287
 AG0287'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG0287'THERE IS NO HEADWALL WITHIN TWO BLOCKS OF THE LOCATION DESCRIBED.
 AG0287
 AG0287                          STATION RECOVERY (2007)
 AG0287
 AG0287'RECOVERY NOTE BY US POWER SQUADRON 2007 (HOH)
 AG0287'AG0287  FEBRUARY 2007 NOT FOUND.  NOT RECOVERED SINCE 1976.  INDICATED
 AG0287'LOCATION IN MIDDLE OF A CONCRETE STORM WATER INLET.  BELIEVE DESTROYED
 AG0287'AND RECOMMEND DELETING FROM FUTURE SEARCHING.
 AG0287'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI2817 ***********************************************************************
 AI2817  DESIGNATION -  4003
 AI2817  PID         -  AI2817
 AI2817  STATE/COUNTY-  FL/POLK
 AI2817  COUNTRY     -  US
 AI2817  USGS QUAD   -  MULBERRY (2018)
 AI2817
 AI2817                         *CURRENT SURVEY CONTROL
 AI2817  ______________________________________________________________________
 AI2817* NAD 83(2011) POSITION- 27 59 46.41951(N) 081 57 24.13849(W)   ADJUSTED
 AI2817* NAD 83(2011) ELLIP HT-    31.581 (meters)        (06/27/12)   ADJUSTED
 AI2817* NAD 83(2011) EPOCH   -  2010.00
 AI2817* NAVD 88 ORTHO HEIGHT -    57.6   (meters)      189.    (feet) GPS OBS
 AI2817  ______________________________________________________________________
 AI2817  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI2817  GEOID HEIGHT    -        -25.903 (meters)                     GEOID99
 AI2817  GEOID HEIGHT    -        -25.975 (meters)                     GEOID18
 AI2817  NAD 83(2011) X  -    788,588.871 (meters)                     COMP
 AI2817  NAD 83(2011) Y  - -5,580,501.122 (meters)                     COMP
 AI2817  NAD 83(2011) Z  -  2,976,150.979 (meters)                     COMP
 AI2817  LAPLACE CORR    -         -2.76  (seconds)                    DEFLEC18
 AI2817
 AI2817  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2817  Standards:
 AI2817         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2817            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2817  -------------------------------------------------------------------
 AI2817  NETWORK    1.18   3.61           0.51   0.45   1.84      0.08259639
 AI2817  -------------------------------------------------------------------
 AI2817  Click here for local accuracies and other accuracy information.
 AI2817
 AI2817.The horizontal coordinates were established by GPS observations
 AI2817.and adjusted by the National Geodetic Survey in June 2012.
 AI2817
 AI2817.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2817.been affixed to the stable North American tectonic plate. See 
 AI2817.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2817
 AI2817.The horizontal coordinates are valid at the epoch date displayed above
 AI2817.which is a decimal equivalence of Year/Month/Day.
 AI2817
 AI2817.The orthometric height was determined by GPS observations and a
 AI2817.high-resolution geoid model.
 AI2817
 AI2817.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2817.GEOID18 height accuracy estimate available here.
 AI2817
 AI2817.Click photographs - Photos may exist for this station.
 AI2817
 AI2817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2817
 AI2817.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2817
 AI2817.The ellipsoidal height was determined by GPS observations
 AI2817.and is referenced to NAD 83.
 AI2817
 AI2817. The following values were computed from the NAD 83(2011) position.
 AI2817
 AI2817;                    North         East     Units Scale Factor Converg.
 AI2817;SPC FL W     -   405,791.715   204,258.462   MT  0.99994140   +0 01 13.2
 AI2817;SPC FL W     - 1,331,334.98    670,137.97   sFT  0.99994140   +0 01 13.2
 AI2817;UTM  17      - 3,097,153.180   405,928.599   MT  0.99970922   -0 26 56.8
 AI2817
 AI2817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2817!SPC FL W     -   0.99999504  x   0.99994140  =   0.99993644
 AI2817!UTM  17      -   0.99999504  x   0.99970922  =   0.99970426
 AI2817
 AI2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0592897153(NAD 83)
 AI2817
 AI2817                          SUPERSEDED SURVEY CONTROL
 AI2817
 AI2817  NAD 83(2007)-  27 59 46.41949(N)    081 57 24.13950(W) AD(2002.00) 0
 AI2817  ELLIP H (02/10/07)   31.613  (m)                       GP(2002.00)    
 AI2817  NAD 83(1999)-  27 59 46.41982(N)    081 57 24.13912(W) AD(       ) 1
 AI2817  ELLIP H (05/31/01)   31.630  (m)                       GP(       ) 4 1
 AI2817  NAD 83(1990)-  27 59 46.41837(N)    081 57 24.13869(W) AD(       ) 1
 AI2817  ELLIP H (11/30/99)   31.596  (m)                       GP(       ) 4 1
 AI2817
 AI2817.Superseded values are not recommended for survey control.
 AI2817
 AI2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2817.See file dsdata.pdf to determine how the superseded data were derived.
 AI2817
 AI2817_MARKER: DD = SURVEY DISK
 AI2817_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI2817_SP_SET: ABUTMENTS AND PIERS OF LARGE BRI
 AI2817_STAMPING: GPS 4003
 AI2817_MARK LOGO: FLDT
 AI2817_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2817+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 AI2817
 AI2817  HISTORY     - Date     Condition        Report By
 AI2817  HISTORY     - UNK      MONUMENTED
 AI2817  HISTORY     - 19990108 GOOD             KEISCH
 AI2817  HISTORY     - 20030604 GOOD             INDIV
 AI2817  HISTORY     - 20060110 GOOD             USPSQD
 AI2817  HISTORY     - 20110223 GOOD             FL-105
 AI2817
 AI2817                          STATION DESCRIPTION
 AI2817
 AI2817'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1999 (RWY)
 AI2817'THE STATION IS LOCATED IN THE RIGHT OF WAY STATE ROAD 570 (POLK COUNTY
 AI2817'PARKWAY) , IN SECTION 6, TOWNSHIP 29 SOUTH, RANGE 24 EAST, POLK
 AI2817'COUNTY, FLORIDA.  THE STATION LIES IN THE NORTHEAST CORNER OF THE
 AI2817'STATE ROAD 570 (POLK CO.  PARKWAY) OVERPASS AT THE INTERSECTION WITH
 AI2817'SOUTH FLORIDA AVENUE.  THE STATION IS A FLORIDA DEPARTMENT OF
 AI2817'TRANSPORTATION SURVEY DISC SET IN THE TOP OF THE BRIDGE ABUTEMENT
 AI2817'STAMPED GPS 4003.  REFFERENCES--SET X-CUT IN CONCRETE BRIDGE DECK,
 AI2817'SOUTH 40 DEGREES EAST AT 13.11 FT (4.00 M) .  SET X-CUT IN SOUTHEAST
 AI2817'CORNER OF BRIDGE ABUTMENT, SOUTH 35 DEGREES WEST AT 57.59 FT (17.55 M)
 AI2817'.  SET X-CUT IN CONCRETE BRIDGE RAIL, NORTH 70 DEGREES WEST AT 14.81
 AI2817'FT (4.51 M) .  SET CARSONITE WITNESS POST, NORTH 59 DEGREES EAST AT
 AI2817'2.05 FT (0.62 M) .
 AI2817
 AI2817                          STATION RECOVERY (2003)
 AI2817
 AI2817'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO)
 AI2817'RECOVERED AS DESCRIBED IN GOOD CONDITION. RECOVERY NOTE BY POLK COUNTY
 AI2817'PROPERTY APPRAISER GIS DEPARTMENT.
 AI2817
 AI2817                          STATION RECOVERY (2006)
 AI2817
 AI2817'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AI2817'RECOVERED IN GOOD CONDITION.
 AI2817
 AI2817                          STATION RECOVERY (2011)
 AI2817
 AI2817'RECOVERY NOTE BY POLK COUNTY FLORIDA 2011 (EA)
 AI2817'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI2811 ***********************************************************************
 AI2811  DESIGNATION -  4005
 AI2811  PID         -  AI2811
 AI2811  STATE/COUNTY-  FL/POLK
 AI2811  COUNTRY     -  US
 AI2811  USGS QUAD   -  PLANT CITY EAST (2018)
 AI2811
 AI2811                         *CURRENT SURVEY CONTROL
 AI2811  ______________________________________________________________________
 AI2811* NAD 83(2011) POSITION- 28 02 23.76027(N) 082 00 02.34093(W)   ADJUSTED
 AI2811* NAD 83(2011) ELLIP HT-    15.314 (meters)        (06/27/12)   ADJUSTED
 AI2811* NAD 83(2011) EPOCH   -  2010.00
 AI2811* NAVD 88 ORTHO HEIGHT -    41.4   (meters)      136.    (feet) GPS OBS
 AI2811  ______________________________________________________________________
 AI2811  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI2811  GEOID HEIGHT    -        -25.966 (meters)                     GEOID99
 AI2811  GEOID HEIGHT    -        -26.041 (meters)                     GEOID18
 AI2811  NAD 83(2011) X  -    783,989.845 (meters)                     COMP
 AI2811  NAD 83(2011) Y  - -5,578,837.010 (meters)                     COMP
 AI2811  NAD 83(2011) Z  -  2,980,419.158 (meters)                     COMP
 AI2811  LAPLACE CORR    -         -2.49  (seconds)                    DEFLEC18
 AI2811
 AI2811  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2811  Standards:
 AI2811         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2811            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2811  -------------------------------------------------------------------
 AI2811  NETWORK    1.29   4.08           0.57   0.48   2.08      0.07448188
 AI2811  -------------------------------------------------------------------
 AI2811  Click here for local accuracies and other accuracy information.
 AI2811
 AI2811.The horizontal coordinates were established by GPS observations
 AI2811.and adjusted by the National Geodetic Survey in June 2012.
 AI2811
 AI2811.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2811.been affixed to the stable North American tectonic plate. See 
 AI2811.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2811
 AI2811.The horizontal coordinates are valid at the epoch date displayed above
 AI2811.which is a decimal equivalence of Year/Month/Day.
 AI2811
 AI2811.The orthometric height was determined by GPS observations and a
 AI2811.high-resolution geoid model.
 AI2811
 AI2811.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2811.GEOID18 height accuracy estimate available here.
 AI2811
 AI2811.Click photographs - Photos may exist for this station.
 AI2811
 AI2811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2811
 AI2811.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2811
 AI2811.The ellipsoidal height was determined by GPS observations
 AI2811.and is referenced to NAD 83.
 AI2811
 AI2811. The following values were computed from the NAD 83(2011) position.
 AI2811
 AI2811;                    North         East     Units Scale Factor Converg.
 AI2811;SPC FL W     -   410,634.137   199,936.067   MT  0.99994118   -0 00 01.1
 AI2811;SPC FL W     - 1,347,222.16    655,956.91   sFT  0.99994118   -0 00 01.1
 AI2811;UTM  17      - 3,102,029.772   401,647.025   MT  0.99971939   -0 28 13.5
 AI2811
 AI2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2811!SPC FL W     -   0.99999759  x   0.99994118  =   0.99993877
 AI2811!UTM  17      -   0.99999759  x   0.99971939  =   0.99971699
 AI2811
 AI2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0164702029(NAD 83)
 AI2811
 AI2811                          SUPERSEDED SURVEY CONTROL
 AI2811
 AI2811  NAD 83(2007)-  28 02 23.76018(N)    082 00 02.34176(W) AD(2002.00) 0
 AI2811  ELLIP H (02/10/07)   15.346  (m)                       GP(2002.00)    
 AI2811  NAD 83(1999)-  28 02 23.76061(N)    082 00 02.34152(W) AD(       ) 1
 AI2811  ELLIP H (05/31/01)   15.388  (m)                       GP(       ) 4 1
 AI2811  NAD 83(1990)-  28 02 23.75915(N)    082 00 02.34106(W) AD(       ) 1
 AI2811  ELLIP H (11/30/99)   15.358  (m)                       GP(       ) 4 1
 AI2811
 AI2811.Superseded values are not recommended for survey control.
 AI2811
 AI2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2811.See file dsdata.pdf to determine how the superseded data were derived.
 AI2811
 AI2811_MARKER: DD = SURVEY DISK
 AI2811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2811_STAMPING: GPS 4005 1999
 AI2811_MARK LOGO: FL1690
 AI2811_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2811+STABILITY: SURFACE MOTION
 AI2811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2811+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2003
 AI2811
 AI2811  HISTORY     - Date     Condition        Report By
 AI2811  HISTORY     - 1998     MONUMENTED       KEISCH
 AI2811  HISTORY     - 20030606 GOOD             INDIV
 AI2811  HISTORY     - 20110304 GOOD             FL-105
 AI2811
 AI2811                          STATION DESCRIPTION
 AI2811
 AI2811'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1998 (RWY)
 AI2811'THE STATION IS LOCATED IN THE NORTH RIGHT OF WAY OF US 92 IN SECTION
 AI2811'15, TOWNSHIP 28 SOUTH, RANGE 23 EAST, POLK COUNTY, FLORIDA.  TO REACH
 AI2811'THE STATION FROM THE INTERSECTION OF US 92 AND AIRPORT ROAD, GO EAST
 AI2811'ON US 92 FOR 1.2 MI (1.9 KM) TO THE ENTRANCE DRIVEWAY TO ROSS OF
 AI2811'FLORIDA ON THE LEFT AND THE STATION ON THE LEFT.  THE STATION LIES 23
 AI2811'FT (7.0 M) NORTH OF THE NORTH EDGE OF PAVEMENT AND 9.0 FT (2.7 M)
 AI2811'SOUTH SOUTHEAST OF A CARSONITE WITNESS POST.  THE STATION IS A ROUND
 AI2811'POURED-IN-PLACE CONCRETE MONUMENT 1 FT (0.3 M) IN DIAMETER WITH A CITY
 AI2811'OF LAKELAND GEODETIC CONTROL DISC STAMPED 4005 1999, RECESSED 0.5 FT
 AI2811'(15.2 CM) BELOW THE GROUND.  REFERENCES--SET NAIL AND DISC, LB 1337,
 AI2811'SET IN WOOD POWER POLE (NUMBER 13-2) , NORTH 62 DEGREES WEST AT 23.77
 AI2811'FT (7.25 M) .  SET NAIL AND DISC, LB 1337, IN NORTH EDGE OF PAVEMENT,
 AI2811'SOUTH 59 DEGREES EAST AT 39.40 FT (12.01 M) .  SET NAIL AND DISC, LB
 AI2811'1337, IN THE NORTH EDGE OF PAVEMENT, SOUTH 2 DEGREES WEST AT 23.85 FT
 AI2811'(7.27 M) .  SET CARSONITE WITNESS POST, NORTH 10 DEGREES WEST AT 9.0
 AI2811'FT (2.7 M) .
 AI2811
 AI2811                          STATION RECOVERY (2003)
 AI2811
 AI2811'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO)
 AI2811'RECOVERED AS DESCRIBED IN GOOD CONDITION. RECOVERY NOTE BY POLK COUNTY
 AI2811'PROPERTY APPRAISER GIS DEPARTMENT.
 AI2811
 AI2811                          STATION RECOVERY (2011)
 AI2811
 AI2811'RECOVERY NOTE BY POLK COUNTY FLORIDA 2011 (DL)
 AI2811'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI2819 ***********************************************************************
 AI2819  DESIGNATION -  4006
 AI2819  PID         -  AI2819
 AI2819  STATE/COUNTY-  FL/POLK
 AI2819  COUNTRY     -  US
 AI2819  USGS QUAD   -  PLANT CITY EAST (2018)
 AI2819
 AI2819                         *CURRENT SURVEY CONTROL
 AI2819  ______________________________________________________________________
 AI2819* NAD 83(2011) POSITION- 28 02 10.69594(N) 082 02 23.85665(W)   ADJUSTED
 AI2819* NAD 83(2011) ELLIP HT-    23.622 (meters)        (06/27/12)   ADJUSTED
 AI2819* NAD 83(2011) EPOCH   -  2010.00
 AI2819* NAVD 88 ORTHO HEIGHT -    49.6   (meters)      163.    (feet) GPS OBS
 AI2819  ______________________________________________________________________
 AI2819  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI2819  GEOID HEIGHT    -        -25.865 (meters)                     GEOID99
 AI2819  GEOID HEIGHT    -        -25.937 (meters)                     GEOID18
 AI2819  NAD 83(2011) X  -    780,189.284 (meters)                     COMP
 AI2819  NAD 83(2011) Y  - -5,579,568.065 (meters)                     COMP
 AI2819  NAD 83(2011) Z  -  2,980,068.098 (meters)                     COMP
 AI2819  LAPLACE CORR    -         -2.73  (seconds)                    DEFLEC18
 AI2819
 AI2819  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2819  Standards:
 AI2819         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2819            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2819  -------------------------------------------------------------------
 AI2819  NETWORK    1.37   4.47           0.60   0.51   2.28      0.09721100
 AI2819  -------------------------------------------------------------------
 AI2819  Click here for local accuracies and other accuracy information.
 AI2819
 AI2819.The horizontal coordinates were established by GPS observations
 AI2819.and adjusted by the National Geodetic Survey in June 2012.
 AI2819
 AI2819.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2819.been affixed to the stable North American tectonic plate. See 
 AI2819.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2819
 AI2819.The horizontal coordinates are valid at the epoch date displayed above
 AI2819.which is a decimal equivalence of Year/Month/Day.
 AI2819
 AI2819.The orthometric height was determined by GPS observations and a
 AI2819.high-resolution geoid model.
 AI2819
 AI2819.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2819.GEOID18 height accuracy estimate available here.
 AI2819
 AI2819.Click photographs - Photos may exist for this station.
 AI2819
 AI2819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2819
 AI2819.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2819
 AI2819.The ellipsoidal height was determined by GPS observations
 AI2819.and is referenced to NAD 83.
 AI2819
 AI2819. The following values were computed from the NAD 83(2011) position.
 AI2819
 AI2819;                    North         East     Units Scale Factor Converg.
 AI2819;SPC FL W     -   410,232.641   196,070.991   MT  0.99994137   -0 01 07.6
 AI2819;SPC FL W     - 1,345,904.92    643,276.24   sFT  0.99994137   -0 01 07.6
 AI2819;UTM  17      - 3,101,660.081   397,779.625   MT  0.99972896   -0 29 19.9
 AI2819
 AI2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2819!SPC FL W     -   0.99999629  x   0.99994137  =   0.99993766
 AI2819!UTM  17      -   0.99999629  x   0.99972896  =   0.99972525
 AI2819
 AI2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9777901660(NAD 83)
 AI2819
 AI2819                          SUPERSEDED SURVEY CONTROL
 AI2819
 AI2819  NAD 83(2007)-  28 02 10.69592(N)    082 02 23.85746(W) AD(2002.00) 0
 AI2819  ELLIP H (02/10/07)   23.646  (m)                       GP(2002.00)    
 AI2819  NAD 83(1999)-  28 02 10.69625(N)    082 02 23.85734(W) AD(       ) 1
 AI2819  ELLIP H (05/31/01)   23.684  (m)                       GP(       ) 4 1
 AI2819  NAD 83(1990)-  28 02 10.69472(N)    082 02 23.85683(W) AD(       ) 1
 AI2819  ELLIP H (11/30/99)   23.661  (m)                       GP(       ) 4 1
 AI2819
 AI2819.Superseded values are not recommended for survey control.
 AI2819
 AI2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2819.See file dsdata.pdf to determine how the superseded data were derived.
 AI2819
 AI2819_MARKER: DD = SURVEY DISK
 AI2819_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI2819_SP_SET: ABUTMENTS AND PIERS OF LARGE BRI
 AI2819_STAMPING: GPS 4006
 AI2819_MARK LOGO: FLDT
 AI2819_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI2819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2819+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1999
 AI2819
 AI2819  HISTORY     - Date     Condition        Report By
 AI2819  HISTORY     - UNK      MONUMENTED
 AI2819  HISTORY     - 19990108 GOOD             KEISCH
 AI2819  HISTORY     - 20020314 GOOD             FL-105
 AI2819
 AI2819                          STATION DESCRIPTION
 AI2819
 AI2819'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1999 (RTS)
 AI2819'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) WEST OF LAKELAND IN THE
 AI2819'WEST RIGHT OF WAY OF STATE ROAD 570 (POLK COUNTY PARKWAY) IN SECTION
 AI2819'20, TOWNSHIP 28 SOUTH, RANGE 23 EAST, POLK COUNTY, FLORIDA.  THE
 AI2819'STATION IS LOCATED IN THE SOUTHEAST CORNER OF THE WEST BOUND OVERPASS
 AI2819'OF STATE ROAD 570 AT THE INTERSECTION WITH INTERSTATE 4.  THE STATION
 AI2819'IS FLORIDA DEPARTMENT OF TRANSPORTATION DISC SET IN THE CONCRETE
 AI2819'BRIDGE ABUTMENT STAMPED GPS 4006.  REFERENCES-- FOUND FLORIDA DOT
 AI2819'DISC, NORTH 1 DEGREE WEST AT 323.86 FT.  (98.71 M) SET X-CUT IN
 AI2819'SOUTHWEST BRIDGE ABUTMENT, NORTH 89 DEGREES WEST AT 42.78 FT (13.04 M)
 AI2819'.  SET NAIL AND DISC, LB 1337, IN TOP OF WOOD GUARDRAIL POST, SOUTH 9
 AI2819'DEGREES WEST AT 19.02 FT.  (5.80 M) SET CARSONITE WITNESS POST, SOUTH
 AI2819'79 DEGREES EAST AT 1.7 FT (0.5 M) .
 AI2819
 AI2819                          STATION RECOVERY (2002)
 AI2819
 AI2819'RECOVERY NOTE BY POLK COUNTY FLORIDA 2002 (JFO)
 AI2819'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY
 AI2819'APPRAISER GIS DEPARTMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI2812 ***********************************************************************
 AI2812  DESIGNATION -  4007
 AI2812  PID         -  AI2812
 AI2812  STATE/COUNTY-  FL/POLK
 AI2812  COUNTRY     -  US
 AI2812  USGS QUAD   -  PLANT CITY EAST (2018)
 AI2812
 AI2812                         *CURRENT SURVEY CONTROL
 AI2812  ______________________________________________________________________
 AI2812* NAD 83(2011) POSITION- 28 02 10.07266(N) 082 02 58.96084(W)   ADJUSTED
 AI2812* NAD 83(2011) ELLIP HT-    14.026 (meters)        (06/27/12)   ADJUSTED
 AI2812* NAD 83(2011) EPOCH   -  2010.00
 AI2812* NAVD 88 ORTHO HEIGHT -    39.9   (meters)      131.    (feet) GPS OBS
 AI2812  ______________________________________________________________________
 AI2812  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI2812  GEOID HEIGHT    -        -25.842 (meters)                     GEOID99
 AI2812  GEOID HEIGHT    -        -25.912 (meters)                     GEOID18
 AI2812  NAD 83(2011) X  -    779,239.762 (meters)                     COMP
 AI2812  NAD 83(2011) Y  - -5,579,701.308 (meters)                     COMP
 AI2812  NAD 83(2011) Z  -  2,980,046.653 (meters)                     COMP
 AI2812  LAPLACE CORR    -         -2.79  (seconds)                    DEFLEC18
 AI2812
 AI2812  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2812  Standards:
 AI2812         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2812            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2812  -------------------------------------------------------------------
 AI2812  NETWORK    1.15   3.57           0.50   0.44   1.82      0.02620830
 AI2812  -------------------------------------------------------------------
 AI2812  Click here for local accuracies and other accuracy information.
 AI2812
 AI2812.The horizontal coordinates were established by GPS observations
 AI2812.and adjusted by the National Geodetic Survey in June 2012.
 AI2812
 AI2812.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2812.been affixed to the stable North American tectonic plate. See 
 AI2812.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2812
 AI2812.The horizontal coordinates are valid at the epoch date displayed above
 AI2812.which is a decimal equivalence of Year/Month/Day.
 AI2812
 AI2812.The orthometric height was determined by GPS observations and a
 AI2812.high-resolution geoid model.
 AI2812
 AI2812.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2812.GEOID18 height accuracy estimate available here.
 AI2812
 AI2812.Click photographs - Photos may exist for this station.
 AI2812
 AI2812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2812
 AI2812.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2812
 AI2812.The ellipsoidal height was determined by GPS observations
 AI2812.and is referenced to NAD 83.
 AI2812
 AI2812. The following values were computed from the NAD 83(2011) position.
 AI2812
 AI2812;                    North         East     Units Scale Factor Converg.
 AI2812;SPC FL W     -   410,213.808   195,112.218   MT  0.99994147   -0 01 24.1
 AI2812;SPC FL W     - 1,345,843.14    640,130.67   sFT  0.99994147   -0 01 24.1
 AI2812;UTM  17      - 3,101,649.117   396,820.933   MT  0.99973140   -0 29 36.4
 AI2812
 AI2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2812!SPC FL W     -   0.99999780  x   0.99994147  =   0.99993927
 AI2812!UTM  17      -   0.99999780  x   0.99973140  =   0.99972920
 AI2812
 AI2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9682001649(NAD 83)
 AI2812
 AI2812                          SUPERSEDED SURVEY CONTROL
 AI2812
 AI2812  NAD 83(2007)-  28 02 10.07275(N)    082 02 58.96175(W) AD(2002.00) 0
 AI2812  ELLIP H (02/10/07)   14.042  (m)                       GP(2002.00)    
 AI2812  NAD 83(1999)-  28 02 10.07296(N)    082 02 58.96151(W) AD(       ) 1
 AI2812  ELLIP H (05/31/01)   14.061  (m)                       GP(       ) 4 1
 AI2812  NAD 83(1990)-  28 02 10.07133(N)    082 02 58.96097(W) AD(       ) 1
 AI2812  ELLIP H (11/30/99)   14.052  (m)                       GP(       ) 4 1
 AI2812
 AI2812.Superseded values are not recommended for survey control.
 AI2812
 AI2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2812.See file dsdata.pdf to determine how the superseded data were derived.
 AI2812
 AI2812_MARKER: DD = SURVEY DISK
 AI2812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2812_STAMPING: GPS 4007 1999
 AI2812_MARK LOGO: FL1690
 AI2812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2812+STABILITY: SURFACE MOTION
 AI2812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2812+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 AI2812
 AI2812  HISTORY     - Date     Condition        Report By
 AI2812  HISTORY     - 1999     MONUMENTED       KEISCH
 AI2812  HISTORY     - 20020314 GOOD             FL-105
 AI2812  HISTORY     - 20060110 GOOD             USPSQD
 AI2812  HISTORY     - 20110304 GOOD             FL-105
 AI2812
 AI2812                          STATION DESCRIPTION
 AI2812
 AI2812'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1999 (RWY)
 AI2812'THE STATION IS LOCATED ABOUT 3.5 MI (5.6 KM) WEST OF LAKELAND IN THE
 AI2812'SOUTH RIGHT OF WAY OF SOUTH FRONTAGE ROAD IN SECTION 19, TOWNSHIP 28
 AI2812'SOUTH, RANGE 23 EAST, POLK COUNTY, FLORIDA.  TO REACH THE STATION FROM
 AI2812'THE INTERSECTION OF IINTERSTATE 4, SOUTH FRONTAGE ROAD AND COUNTY LINE
 AI2812'ROAD, GO EAST ON SOUTH FRONTAGE ROAD FOR 0.5 MI (0.8 KM) TO THE
 AI2812'STATION ON THE RIGHT.  THE STATION LIES 195.3 FT (59.5 M) WEST OF THE
 AI2812'CENTERLINE OF THE ENTRANCE TO CARPENTER INSULATION CO., 42.7 FT (13.0
 AI2812'M) SOUTH OF THE CENTERLINE OF SOUTH FRONTAGE ROAD AND 2.3 FT (0.7 M)
 AI2812'NORTH OF A CARSONITE WITNESS POST.  THE STATION IS A ROUND
 AI2812'POURED-IN-PLACE CONCRETE MONUMENT 1 FT (0.3 M) IN DIAMETER WITH A CITY
 AI2812'OF LAKELAND GEODETIC CONTROL DISC STAMPED 4007 1999, RECESSED 0.5 FT
 AI2812'(15.2 CM) BELOW GROUND REFERENCES--SET X-CUT IN NORTHWEST CORNER OF
 AI2812'OUTFALL CONTROL STRUCTURE, SOUTH 79 DEGREES EAST, AT 129.10 FT (39.35
 AI2812'M) .  SET X-CUT IN NORTHEAST CORNER OF OUTFALL CONTROL STRUCTURE,
 AI2812'SOUTH 89 DEGREES WEST, AT 243.01 FT (74.07 M) .  SET X-CUT IN CONCRETE
 AI2812'SIDEWALK, NORTH 01 DEGREES EAST AT 16.79 FT (5.12 M) . SET CARSONITE
 AI2812'WITNESS POST, SOUTH 3 DEGREES WEST AT 2.29 FT (0.70 M) .
 AI2812
 AI2812                          STATION RECOVERY (2002)
 AI2812
 AI2812'RECOVERY NOTE BY POLK COUNTY FLORIDA 2002 (JFO)
 AI2812'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY
 AI2812'APPRAISER GIS DEPARTMENT.
 AI2812
 AI2812                          STATION RECOVERY (2006)
 AI2812
 AI2812'RECOVERY NOTE BY US POWER SQUADRON 2006 (SO)
 AI2812'RECOVERED IN GOOD CONDITION.
 AI2812
 AI2812                          STATION RECOVERY (2011)
 AI2812
 AI2812'RECOVERY NOTE BY POLK COUNTY FLORIDA 2011 (DL)
 AI2812'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI2818 ***********************************************************************
 AI2818  DESIGNATION -  4010
 AI2818  PID         -  AI2818
 AI2818  STATE/COUNTY-  FL/POLK
 AI2818  COUNTRY     -  US
 AI2818  USGS QUAD   -  SOCRUM (2018)
 AI2818
 AI2818                         *CURRENT SURVEY CONTROL
 AI2818  ______________________________________________________________________
 AI2818* NAD 83(2011) POSITION- 28 12 54.15772(N) 082 01 06.48302(W)   ADJUSTED
 AI2818* NAD 83(2011) ELLIP HT-     8.489 (meters)        (06/27/12)   ADJUSTED
 AI2818* NAD 83(2011) EPOCH   -  2010.00
 AI2818* NAVD 88 ORTHO HEIGHT -    35.001 (meters)      114.83  (feet) ADJUSTED
 AI2818  ______________________________________________________________________
 AI2818  GEOID HEIGHT    -        -26.513 (meters)                     GEOID18
 AI2818  NAD 83(2011) X  -    780,983.792 (meters)                     COMP
 AI2818  NAD 83(2011) Y  - -5,570,014.519 (meters)                     COMP
 AI2818  NAD 83(2011) Z  -  2,997,530.132 (meters)                     COMP
 AI2818  LAPLACE CORR    -         -2.30  (seconds)                    DEFLEC18
 AI2818  DYNAMIC HEIGHT  -         34.949 (meters)      114.66  (feet) COMP
 AI2818  MODELED GRAVITY -    979,167.9   (mgal)                       NAVD 88
 AI2818
 AI2818  VERT ORDER      -  SECOND    CLASS I
 AI2818
 AI2818  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2818  Standards:
 AI2818         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2818            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2818  -------------------------------------------------------------------
 AI2818  NETWORK    0.75   2.39           0.33   0.28   1.22      0.15117915
 AI2818  -------------------------------------------------------------------
 AI2818  Click here for local accuracies and other accuracy information.
 AI2818
 AI2818.The horizontal coordinates were established by GPS observations
 AI2818.and adjusted by the National Geodetic Survey in June 2012.
 AI2818
 AI2818.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2818.been affixed to the stable North American tectonic plate. See 
 AI2818.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2818
 AI2818.The horizontal coordinates are valid at the epoch date displayed above
 AI2818.which is a decimal equivalence of Year/Month/Day.
 AI2818
 AI2818.The orthometric height was determined by differential leveling and
 AI2818.adjusted by the NATIONAL GEODETIC SURVEY
 AI2818.in September 2007.
 AI2818
 AI2818.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2818.GEOID18 height accuracy estimate available here.
 AI2818
 AI2818.Click photographs - Photos may exist for this station.
 AI2818
 AI2818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2818
 AI2818.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2818
 AI2818.The ellipsoidal height was determined by GPS observations
 AI2818.and is referenced to NAD 83.
 AI2818
 AI2818.The dynamic height is computed by dividing the NAVD 88
 AI2818.geopotential number by the normal gravity value computed on the
 AI2818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2818.degrees latitude (g = 980.6199 gals.).
 AI2818
 AI2818.The modeled gravity was interpolated from observed gravity values.
 AI2818
 AI2818. The following values were computed from the NAD 83(2011) position.
 AI2818
 AI2818;                    North         East     Units Scale Factor Converg.
 AI2818;SPC FL W     -   430,039.133   198,187.227   MT  0.99994122   -0 00 31.4
 AI2818;SPC FL W     - 1,410,886.72    650,219.26   sFT  0.99994122   -0 00 31.4
 AI2818;UTM  17      - 3,121,444.232   400,058.272   MT  0.99972327   -0 28 53.6
 AI2818
 AI2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2818!SPC FL W     -   0.99999867  x   0.99994122  =   0.99993989
 AI2818!UTM  17      -   0.99999867  x   0.99972327  =   0.99972194
 AI2818
 AI2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0005821444(NAD 83)
 AI2818
 AI2818                          SUPERSEDED SURVEY CONTROL
 AI2818
 AI2818  NAD 83(2007)-  28 12 54.15764(N)    082 01 06.48367(W) AD(2002.00) 0
 AI2818  ELLIP H (02/10/07)    8.503  (m)                       GP(2002.00)    
 AI2818  NAD 83(1999)-  28 12 54.15781(N)    082 01 06.48372(W) AD(       ) 1
 AI2818  ELLIP H (05/31/01)    8.515  (m)                       GP(       ) 4 1
 AI2818  NAD 83(1990)-  28 12 54.15635(N)    082 01 06.48320(W) AD(       ) 1
 AI2818  ELLIP H (11/30/99)    8.443  (m)                       GP(       ) 4 1
 AI2818  NAVD 88 (11/30/99)   35.0    (m)  GEOID99  model used  GPS OBS        
 AI2818
 AI2818.Superseded values are not recommended for survey control.
 AI2818
 AI2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2818.See file dsdata.pdf to determine how the superseded data were derived.
 AI2818
 AI2818_MARKER: DD = SURVEY DISK
 AI2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2818_STAMPING: 4010 1999
 AI2818_MARK LOGO: FL1690
 AI2818_PROJECTION: RECESSED 15 CENTIMETERS
 AI2818_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AI2818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2818+STABILITY: SURFACE MOTION
 AI2818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2818+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 AI2818
 AI2818  HISTORY     - Date     Condition        Report By
 AI2818  HISTORY     - 1999     MONUMENTED       KEISCH
 AI2818  HISTORY     - 20030616 GOOD             INDIV
 AI2818  HISTORY     - 20050802 GOOD             FLDEP
 AI2818  HISTORY     - 20110304 GOOD             FL-105
 AI2818  HISTORY     - 20120731 GOOD             FLDEP
 AI2818
 AI2818                          STATION DESCRIPTION
 AI2818
 AI2818'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1999 (RTS)
 AI2818'THE STATION IS LOCATED ABOUT 7 MI (11.3 KM) NORTH OF LAKELAND IN THE
 AI2818'EAST RIGHT OF WAY OF US 98 IN SECTION 16, TOWNSHIP 26 SOUTH, RANGE 23
 AI2818'EAST, POLK COUNTY, FLORIDA.  TO REACH THE STATION FROM THE
 AI2818'INTERSECTION OF ROCK RIDGE ROAD AND US 98, NORTH OF LAKELAND, GO NORTH
 AI2818'ON US 98 FOR 1.85 MI (2.98 KM) TO THE STATION ON THE RIGHT. THE
 AI2818'STATION LIES 5.6 FT (1.7 M) EAST OF THE EAST EDGE OF PAVEMENT AND 58.9
 AI2818'FT (18.0 M) SOUTHWEST FROM A CARSONITE WITNESS POST.  THE STATION IS A
 AI2818'ROUND POURED-IN-PLACE CONCRETE MONUMENT 1 FT (0.3 M) IN DIAMETER WITH
 AI2818'A CITY OF LAKELAND GEODETIC CONTROL DISC STAMPED 4010 1999, RECESSED
 AI2818'0.5 FT (15.2 CM) BELOW GROUND.  REFERENCES--SET NAIL AND DISC, LB
 AI2818'1337, AT THE EDGE OF PAVEMENT, NORTH 49 DEGREES WEST AT 50.48 FT
 AI2818'(15.39 M) .  SET NAIL AND DISC, LB 1337, AT THE EDGE OF PAVEMENT,
 AI2818'SOUTH 41 DEGREES WEST AT 5.55 FT (1.69 M) .  SET NAIL AND DISC, LB
 AI2818'1337, AT THE EDGE OF PAVEMENT, SOUTH 40 DEGREES EAST AT 44.11 FT
 AI2818'(13.44 M) .  SET CARSONITE WITNESS POST, NORTH 48 DEGREES EAST AT 58.9
 AI2818'FT (18.0 M) .
 AI2818
 AI2818                          STATION RECOVERY (2003)
 AI2818
 AI2818'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO)
 AI2818'RECOVERED AS DESCRIBED. NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AI2818'DEPARTMENT.
 AI2818
 AI2818                          STATION RECOVERY (2005)
 AI2818
 AI2818'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AI2818'THE MARK IS ABOUT 14.0 MI NORTHWEST OF LAKELAND, 13.2 MI SOUTHEAST OF
 AI2818'DADE CITY, IN  SECTION 17, TOWNSHIP 26 SOUTH, RANGE 23 EAST.
 AI2818'
 AI2818'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 4 OVERPASS (EXIT
 AI2818'32) AND U.S.  HIGHWAY 98 IN LAKELAND, GO NORTHERLY ON U.S. HIGHWAY 98
 AI2818'FOR 5.65 MI TO THE JUNCTION OF  COUNTY ROAD 35A ON THE LEFT, CONTINUE
 AI2818'NORTHWEST ON U.S. HIGHWAY 98 FOR 4.5 MI TO THE  MARK ON THE RIGHT, SET
 AI2818'IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.6 FT BELOW THE  LEVEL OF
 AI2818'THE GROUND AND BELOW THE LEVEL OF U.S. HIGHWAY 98.
 AI2818'
 AI2818'LOCATED 330.0 FT SOUTHEAST OF THE EXTENDED CENTERLINE OF KEEN ROAD,
 AI2818'258.0 FT SOUTHEAST  OF A DRIVEWAY AT 11961, 59.4 FT SOUTHWEST OF A
 AI2818'HOGWIRE FENCE, 58.9 FT SOUTHWEST OF A  CARSONITE WITNESS POST, 21.3 FT
 AI2818'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 98 AND 5.6 FT  NORTHEAST
 AI2818'OF THE EAST EDGE OF THE PAVEMENT OF U.S. HIGHWAY 98.
 AI2818'
 AI2818'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE NORTH SIDE OF THE
 AI2818'MONUMENT.
 AI2818
 AI2818                          STATION RECOVERY (2011)
 AI2818
 AI2818'RECOVERY NOTE BY POLK COUNTY FLORIDA 2011 (DL)
 AI2818'RECOVERED IN GOOD CONDITION
 AI2818
 AI2818                          STATION RECOVERY (2012)
 AI2818
 AI2818'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (DLP)
 AI2818'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI2815 ***********************************************************************
 AI2815  DESIGNATION -  4011 GPS
 AI2815  PID         -  AI2815
 AI2815  STATE/COUNTY-  FL/POLK
 AI2815  COUNTRY     -  US
 AI2815  USGS QUAD   -  PROVIDENCE (2018)
 AI2815
 AI2815                         *CURRENT SURVEY CONTROL
 AI2815  ______________________________________________________________________
 AI2815* NAD 83(2011) POSITION- 28 12 03.38472(N) 081 59 30.39704(W)   ADJUSTED
 AI2815* NAD 83(2011) ELLIP HT-     9.770 (meters)        (06/27/12)   ADJUSTED
 AI2815* NAD 83(2011) EPOCH   -  2010.00
 AI2815* NAVD 88 ORTHO HEIGHT -    36.301 (meters)      119.10  (feet) ADJUSTED
 AI2815  ______________________________________________________________________
 AI2815  GEOID HEIGHT    -        -26.542 (meters)                     GEOID18
 AI2815  NAD 83(2011) X  -    783,681.513 (meters)                     COMP
 AI2815  NAD 83(2011) Y  - -5,570,382.807 (meters)                     COMP
 AI2815  NAD 83(2011) Z  -  2,996,153.360 (meters)                     COMP
 AI2815  LAPLACE CORR    -         -2.37  (seconds)                    DEFLEC18
 AI2815  DYNAMIC HEIGHT  -         36.247 (meters)      118.92  (feet) COMP
 AI2815  MODELED GRAVITY -    979,166.0   (mgal)                       NAVD 88
 AI2815
 AI2815  VERT ORDER      -  SECOND    CLASS I
 AI2815
 AI2815  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2815  Standards:
 AI2815         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2815            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2815  -------------------------------------------------------------------
 AI2815  NETWORK    1.10   3.67           0.48   0.42   1.87     -0.01837308
 AI2815  -------------------------------------------------------------------
 AI2815  Click here for local accuracies and other accuracy information.
 AI2815
 AI2815.The horizontal coordinates were established by GPS observations
 AI2815.and adjusted by the National Geodetic Survey in June 2012.
 AI2815
 AI2815.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2815.been affixed to the stable North American tectonic plate. See 
 AI2815.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2815
 AI2815.The horizontal coordinates are valid at the epoch date displayed above
 AI2815.which is a decimal equivalence of Year/Month/Day.
 AI2815
 AI2815.The orthometric height was determined by differential leveling and
 AI2815.adjusted by the NATIONAL GEODETIC SURVEY
 AI2815.in September 2007.
 AI2815
 AI2815.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2815.GEOID18 height accuracy estimate available here.
 AI2815
 AI2815.Click photographs - Photos may exist for this station.
 AI2815
 AI2815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2815
 AI2815.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2815
 AI2815.The ellipsoidal height was determined by GPS observations
 AI2815.and is referenced to NAD 83.
 AI2815
 AI2815.The dynamic height is computed by dividing the NAVD 88
 AI2815.geopotential number by the normal gravity value computed on the
 AI2815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI2815.degrees latitude (g = 980.6199 gals.).
 AI2815
 AI2815.The modeled gravity was interpolated from observed gravity values.
 AI2815
 AI2815. The following values were computed from the NAD 83(2011) position.
 AI2815
 AI2815;                    North         East     Units Scale Factor Converg.
 AI2815;SPC FL W     -   428,476.112   200,807.281   MT  0.99994118   +0 00 14.0
 AI2815;SPC FL W     - 1,405,758.71    658,815.22   sFT  0.99994118   +0 00 14.0
 AI2815;UTM  17      - 3,119,859.999   402,664.765   MT  0.99971693   -0 28 07.4
 AI2815
 AI2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2815!SPC FL W     -   0.99999847  x   0.99994118  =   0.99993965
 AI2815!UTM  17      -   0.99999847  x   0.99971693  =   0.99971540
 AI2815
 AI2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0266419859(NAD 83)
 AI2815
 AI2815                          SUPERSEDED SURVEY CONTROL
 AI2815
 AI2815  NAD 83(2007)-  28 12 03.38463(N)    081 59 30.39798(W) AD(2002.00) 0
 AI2815  ELLIP H (02/10/07)    9.794  (m)                       GP(2002.00)    
 AI2815  NAD 83(1999)-  28 12 03.38487(N)    081 59 30.39772(W) AD(       ) 1
 AI2815  ELLIP H (05/31/01)    9.795  (m)                       GP(       ) 4 1
 AI2815  NAD 83(1990)-  28 12 03.38343(N)    081 59 30.39722(W) AD(       ) 1
 AI2815  ELLIP H (11/30/99)    9.744  (m)                       GP(       ) 4 1
 AI2815  NAVD 88 (11/30/99)   36.3    (m)  GEOID99  model used  GPS OBS        
 AI2815
 AI2815.Superseded values are not recommended for survey control.
 AI2815
 AI2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2815.See file dsdata.pdf to determine how the superseded data were derived.
 AI2815
 AI2815_MARKER: DD = SURVEY DISK
 AI2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2815_STAMPING: 4011 GPS 1999
 AI2815_MARK LOGO: FL1690
 AI2815_PROJECTION: RECESSED 15 CENTIMETERS
 AI2815_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2815+STABILITY: SURFACE MOTION
 AI2815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2815+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2010
 AI2815
 AI2815  HISTORY     - Date     Condition        Report By
 AI2815  HISTORY     - 1999     MONUMENTED       KEISCH
 AI2815  HISTORY     - 20030521 GOOD             GCYI
 AI2815  HISTORY     - 20030620 GOOD             INDIV
 AI2815  HISTORY     - 20050907 GOOD             FLDEP
 AI2815  HISTORY     - 20100923 GOOD             INDIV
 AI2815  HISTORY     - 20110304 GOOD             FL-105
 AI2815
 AI2815                          STATION DESCRIPTION
 AI2815
 AI2815'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1999 (RTS)
 AI2815'THE STATION IS LOCATED ABOUT 6 MI (9.7 KM) NORTH OF LAKELAND IN THE
 AI2815'NORTH RIGHT OF WAY OF ROCK RIDGE ROAD IN SECTION 22, TOWNSHIP 26
 AI2815'SOUTH, RANGE 23 EAST, POLK COUNTY, FLORIDA.  TO REACH THE STATION FROM
 AI2815'THE INTERSECTION OF US 98 AND ROCK RIDGE ROAD, NORTH OF LAKELAND, GO
 AI2815'EAST ON ROCK RIDGE ROAD FOR 0.86 MI (1.38 KM) TO THE STATION ON THE
 AI2815'LEFT.  THE STATION LIES 122 FT (37.2 M) EAST OF A CONCRETE BRIDGE,
 AI2815'16.3 FT (5.0 M) NORTH OF THE CENTERLINE OF ROCK RIDGE ROAD AND 28.1 FT
 AI2815'(8.6 M) SOUTHEAST OF A CARSONITE WITNESS POST.  THE STATION IS A ROUND
 AI2815'POURED-IN-PLACE CONCRETE MONUMENT 1 FT (0.3 M) IN DIAMETER WITH A CITY
 AI2815'OF LAKELAND GEODETIC CONTROL DISC STAMPED 4011 1999, RECESSED 0.5 FT
 AI2815'(15.2 CM) BELOW GROUND. REFERENCES--SET NAIL AND DISC, LB 1337, IN
 AI2815'WOOD POWER POLE, NORTH 12 DEGREES EAST AT 59.99 FT (18.28 M) .  SET
 AI2815'NAIL AND DISC, LB 1337, AT THE EDGE OF PAVEMENT, SOUTH 51 DEGREES EAST
 AI2815'AT 1.53 FT (0.47 M) . SET NAIL AND DISC, LB 1337, AT THE EDGE OF
 AI2815'PAVEMENT, SOUTH 30 DEGREES WEST AT 29.05 FT (8.85 M) .  SET CARSONITE
 AI2815'WITNESS POST, NORTH 59 DEGREES WEST AT 28.14 FT (8.58 M) .
 AI2815
 AI2815                          STATION RECOVERY (2003)
 AI2815
 AI2815'RECOVERY NOTE BY G.C.Y., INCORPORATED 2003
 AI2815'REFERENCE 'NAIL AND DISC, LB 1337, AT THE EDGE OF PAVEMENT, SOUTH 51
 AI2815'DEGREES EAST AT 1.53 FT (0.47 M)' WAS NOT FOUND. IMPRESSION OF WASHER
 AI2815'AND NAIL HOLE REMAIN IN ASPHALT AT THIS BEARING AND DISTANCE.
 AI2815
 AI2815                          STATION RECOVERY (2003)
 AI2815
 AI2815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JFO)
 AI2815'RECOVERED AS DESCRIBED. NOTE BY POLK COUNTY PROPERTY APPRAISER GIS
 AI2815'DEPARTMENT.
 AI2815
 AI2815                          STATION RECOVERY (2005)
 AI2815
 AI2815'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AI2815'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AI2815'THE MARK FROM  THE INTERSECTION OF THE INTERSTATE 4 OVERPASS AND U.S.
 AI2815'HIGHWAY 98 IN LAKELAND, GO NORTH  ON U.S. HIGHWAY 98 FOR 8.2 MI TO THE
 AI2815'INTERSECTION OF ROCK RIDGE ROAD, TURN RIGHT ON ROCK  RIDGE ROAD AND GO
 AI2815'NORTHEAST FOR 0.8 MI TO THE MARK ON THE LEFT. NOTE THE MARK IS LOCATED
 AI2815'122.0 FT SOUTHWEST OF THE CONCRETE BRIDGE MENTIONED IN THE ORIGINAL
 AI2815'DESCRIPTION.
 AI2815
 AI2815                          STATION RECOVERY (2010)
 AI2815
 AI2815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (WSP)
 AI2815'RECOVERED IN GOOD CONDITION.
 AI2815
 AI2815                          STATION RECOVERY (2011)
 AI2815
 AI2815'RECOVERY NOTE BY POLK COUNTY FLORIDA 2011 (DL)
 AI2815'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI2816 ***********************************************************************
 AI2816  DESIGNATION -  4012
 AI2816  PID         -  AI2816
 AI2816  STATE/COUNTY-  FL/POLK
 AI2816  COUNTRY     -  US
 AI2816  USGS QUAD   -  PROVIDENCE (2018)
 AI2816
 AI2816                         *CURRENT SURVEY CONTROL
 AI2816  ______________________________________________________________________
 AI2816* NAD 83(2011) POSITION- 28 12 04.01130(N) 081 55 20.72913(W)   ADJUSTED
 AI2816* NAD 83(2011) ELLIP HT-    12.867 (meters)        (06/27/12)   ADJUSTED
 AI2816* NAD 83(2011) EPOCH   -  2010.00
 AI2816* NAVD 88 ORTHO HEIGHT -    39.6   (meters)      130.    (feet) GPS OBS
 AI2816  ______________________________________________________________________
 AI2816  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AI2816  GEOID HEIGHT    -        -26.630 (meters)                     GEOID99
 AI2816  GEOID HEIGHT    -        -26.696 (meters)                     GEOID18
 AI2816  NAD 83(2011) X  -    790,422.566 (meters)                     COMP
 AI2816  NAD 83(2011) Y  - -5,569,423.817 (meters)                     COMP
 AI2816  NAD 83(2011) Z  -  2,996,171.822 (meters)                     COMP
 AI2816  LAPLACE CORR    -         -2.62  (seconds)                    DEFLEC18
 AI2816
 AI2816  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AI2816  Standards:
 AI2816         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AI2816            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AI2816  -------------------------------------------------------------------
 AI2816  NETWORK    1.30   4.17           0.56   0.50   2.13     -0.00247658
 AI2816  -------------------------------------------------------------------
 AI2816  Click here for local accuracies and other accuracy information.
 AI2816
 AI2816.The horizontal coordinates were established by GPS observations
 AI2816.and adjusted by the National Geodetic Survey in June 2012.
 AI2816
 AI2816.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AI2816.been affixed to the stable North American tectonic plate. See 
 AI2816.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AI2816
 AI2816.The horizontal coordinates are valid at the epoch date displayed above
 AI2816.which is a decimal equivalence of Year/Month/Day.
 AI2816
 AI2816.The orthometric height was determined by GPS observations and a
 AI2816.high-resolution geoid model.
 AI2816
 AI2816.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI2816.GEOID18 height accuracy estimate available here.
 AI2816
 AI2816.Click photographs - Photos may exist for this station.
 AI2816
 AI2816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2816
 AI2816.The Laplace correction was computed from DEFLEC18 derived deflections.
 AI2816
 AI2816.The ellipsoidal height was determined by GPS observations
 AI2816.and is referenced to NAD 83.
 AI2816
 AI2816. The following values were computed from the NAD 83(2011) position.
 AI2816
 AI2816;                    North         East     Units Scale Factor Converg.
 AI2816;SPC FL W     -   428,497.809   207,615.785   MT  0.99994189   +0 02 12.0
 AI2816;SPC FL W     - 1,405,829.90    681,152.79   sFT  0.99994189   +0 02 12.0
 AI2816;UTM  17      - 3,119,825.544   409,471.633   MT  0.99970115   -0 26 09.4
 AI2816
 AI2816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2816!SPC FL W     -   0.99999798  x   0.99994189  =   0.99993987
 AI2816!UTM  17      -   0.99999798  x   0.99970115  =   0.99969913
 AI2816
 AI2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0947119825(NAD 83)
 AI2816
 AI2816                          SUPERSEDED SURVEY CONTROL
 AI2816
 AI2816  NAD 83(2007)-  28 12 04.01122(N)    081 55 20.72996(W) AD(2002.00) 0
 AI2816  ELLIP H (02/10/07)   12.906  (m)                       GP(2002.00)    
 AI2816  NAD 83(1999)-  28 12 04.01154(N)    081 55 20.72984(W) AD(       ) 1
 AI2816  ELLIP H (05/31/01)   12.885  (m)                       GP(       ) 4 1
 AI2816  NAD 83(1990)-  28 12 04.01013(N)    081 55 20.72933(W) AD(       ) 1
 AI2816  ELLIP H (11/30/99)   12.853  (m)                       GP(       ) 4 1
 AI2816
 AI2816.Superseded values are not recommended for survey control.
 AI2816
 AI2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2816.See file dsdata.pdf to determine how the superseded data were derived.
 AI2816
 AI2816_MARKER: DD = SURVEY DISK
 AI2816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2816_STAMPING: GPS 4012 1999
 AI2816_MARK LOGO: FL1690
 AI2816_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AI2816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2816+STABILITY: SURFACE MOTION
 AI2816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2816+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2003
 AI2816
 AI2816  HISTORY     - Date     Condition        Report By
 AI2816  HISTORY     - 1999     MONUMENTED       KEISCH
 AI2816  HISTORY     - 20030707 GOOD             FL-105
 AI2816
 AI2816                          STATION DESCRIPTION
 AI2816
 AI2816'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1999 (RTS)
 AI2816'THE STATION IS LOCATED ABOUT 6.2 MI (10.0 KM) NORTH OF LAKELAND IN THE
 AI2816'WEST RIGHT OF WAY OF MOORE ROAD IN SECTION 20, TOWNSHIP 26 SOUTH,
 AI2816'RANGE 24 EAST, POLK COUNTY, FLORIDA.  TO REACH THE STATION FROM THE
 AI2816'INTERSECTION OF U.S.  98 AND ROCK RIDGE ROAD, NORTH OF LAKELAND, GO
 AI2816'NORTHEAST ON ROCK RIDGE ROAD FOR 5.12 MI (8.24 KM) TO THE INTERSECTION
 AI2816'WITH DEAN STILL ROAD.  GO EAST ON DEAN STILL ROAD FOR 2.15 MI (3.46
 AI2816'KM) TO THE INTERSECTION WITH MOORE ROAD.  GO SOUTH ON MOORE ROAD FOR
 AI2816'3.88 MI (6.24 KM) TO THE STATION ON THE RIGHT.  THE STATION LIES 100
 AI2816'FT (30.5 M) NORTH OF THE CENTERLINE OF A DIRT AND ROCK ROAD, 20.5 FT
 AI2816'(6.2 M) WEST OF THE CENTERLINE OF MOORE ROAD AND 20.9 FT (6.4 M) EAST
 AI2816'OF A CARSONITE WITNESS POST.  THE STATION IS A ROUND POURED-IN-PLACE
 AI2816'CONCRETE MONUEMENT 1 FT (0.3 M) IN DIAMETER WITH A CITY OF LAKELAND
 AI2816'GEODETIC CONTROL DISC STAMPED 4012 1999, RECESSED 0.1 FT (3.0 CM)
 AI2816'BELOW GROUND.  REFERENCES--KEITH AND SCHNARS NAIL AND DISC, SET IN
 AI2816'EDGE OF PAVEMENT, NORTH 11 DEGREES EAST AT 26.92 FT (8.21 M) .  KEITH
 AI2816'AND SCHNARS NAIL AND DISC, SET IN EDGE OF PAVEMENT, SOUTH 88 DEGREES
 AI2816'EAST AT 4.44 FT (1.35 M) .  X-CUT, SET IN NORTHEAST CORNER OF CONCRETE
 AI2816'WATER FLOW RESTRICTER, SOUTH 1 DEGREE WEST AT 41.71 FT (12.71 M) .
 AI2816'SET CARSONITE WITNESS POST, SOUTH 88 DEGREES WEST.
 AI2816
 AI2816                          STATION RECOVERY (2003)
 AI2816
 AI2816'RECOVERY NOTE BY POLK COUNTY FLORIDA 2003 (JFO)
 AI2816'RECOVERED AS DESCRIBED. RECOVERY NOTE BY POLK COUNTY PROPERTY
 AI2816'APPRAISER GIS DEPARTMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9461 ***********************************************************************
 AG9461  DESIGNATION -  4021 03 002
 AG9461  PID         -  AG9461
 AG9461  STATE/COUNTY-  FL/CHARLOTTE
 AG9461  COUNTRY     -  US
 AG9461  USGS QUAD   -  MURDOCK (2018)
 AG9461
 AG9461                         *CURRENT SURVEY CONTROL
 AG9461  ______________________________________________________________________
 AG9461* NAD 83(2011) POSITION- 27 01 56.17844(N) 082 12 15.82853(W)   ADJUSTED
 AG9461* NAD 83(2011) ELLIP HT-   -20.367 (meters)        (06/27/12)   ADJUSTED
 AG9461* NAD 83(2011) EPOCH   -  2010.00
 AG9461* NAVD 88 ORTHO HEIGHT -     3.6   (meters)       12.    (feet) GPS OBS
 AG9461  ______________________________________________________________________
 AG9461  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9461  GEOID HEIGHT    -        -24.770 (meters)                     GEOID93
 AG9461  GEOID HEIGHT    -        -23.981 (meters)                     GEOID18
 AG9461  NAD 83(2011) X  -    771,143.881 (meters)                     COMP
 AG9461  NAD 83(2011) Y  - -5,632,702.281 (meters)                     COMP
 AG9461  NAD 83(2011) Z  -  2,881,391.956 (meters)                     COMP
 AG9461  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 AG9461
 AG9461  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9461  Standards:
 AG9461         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9461            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9461  -------------------------------------------------------------------
 AG9461  NETWORK    2.06   3.68           0.83   0.85   1.88      0.03712717
 AG9461  -------------------------------------------------------------------
 AG9461  Click here for local accuracies and other accuracy information.
 AG9461
 AG9461.The horizontal coordinates were established by GPS observations
 AG9461.and adjusted by the National Geodetic Survey in June 2012.
 AG9461
 AG9461.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9461.been affixed to the stable North American tectonic plate. See 
 AG9461.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9461
 AG9461.The horizontal coordinates are valid at the epoch date displayed above
 AG9461.which is a decimal equivalence of Year/Month/Day.
 AG9461
 AG9461.The orthometric height was determined by GPS observations and a
 AG9461.high-resolution geoid model.
 AG9461
 AG9461.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9461.GEOID18 height accuracy estimate available here.
 AG9461
 AG9461.Click photographs - Photos may exist for this station.
 AG9461
 AG9461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9461
 AG9461.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9461
 AG9461.The ellipsoidal height was determined by GPS observations
 AG9461.and is referenced to NAD 83.
 AG9461
 AG9461. The following values were computed from the NAD 83(2011) position.
 AG9461
 AG9461;                    North         East     Units Scale Factor Converg.
 AG9461;SPC FL W     -   298,996.118   179,719.579   MT  0.99994625   -0 05 34.4
 AG9461;SPC FL W     -   980,956.43    589,629.99   sFT  0.99994625   -0 05 34.4
 AG9461;UTM  17      - 2,990,580.375   380,534.473   MT  0.99977619   -0 32 50.8
 AG9461
 AG9461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9461!SPC FL W     -   1.00000320  x   0.99994625  =   0.99994945
 AG9461!UTM  17      -   1.00000320  x   0.99977619  =   0.99977939
 AG9461
 AG9461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8053490580(NAD 83)
 AG9461
 AG9461                          SUPERSEDED SURVEY CONTROL
 AG9461
 AG9461  NAD 83(2007)-  27 01 56.17852(N)    082 12 15.82916(W) AD(2002.00) 0
 AG9461  ELLIP H (02/10/07)  -20.350  (m)                       GP(2002.00)    
 AG9461  NAD 83(1999)-  27 01 56.17852(N)    082 12 15.82958(W) AD(       ) 1
 AG9461  ELLIP H (07/06/01)  -20.355  (m)                       GP(       ) 4 2
 AG9461  NAD 83(1990)-  27 01 56.17699(N)    082 12 15.82898(W) AD(       ) 1
 AG9461  ELLIP H (11/12/93)  -20.332  (m)                       GP(       ) 4 1
 AG9461
 AG9461.Superseded values are not recommended for survey control.
 AG9461
 AG9461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9461.See file dsdata.pdf to determine how the superseded data were derived.
 AG9461
 AG9461_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9461_STAMPING: GPS 1992 4021-03-002 9286
 AG9461_MARK LOGO: FL-015
 AG9461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9461+STABILITY: SURFACE MOTION
 AG9461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9461+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1992
 AG9461
 AG9461  HISTORY     - Date     Condition        Report By
 AG9461  HISTORY     - 1992     MONUMENTED       FL-015
 AG9461  HISTORY     - 19920922 GOOD             DENI
 AG9461
 AG9461                          STATION DESCRIPTION
 AG9461
 AG9461'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9461'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9461'STATION IS LOCATED NEAR THE NORTHWEST CORNER OF SECTION 3, TWP 40S,
 AG9461'RGE 21E, AT THE CHARLOTTE/SARASOTA COUNTY LINE, 11.6 MI (18.7 KM)
 AG9461'NORTHWEST OF PUNTA GORDA.
 AG9461'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 41/TAMIAMI TRAIL
 AG9461'AND STATE ROUTE 776 IN MURDOCK, GO NORTHWESTERLY 3.9 MI (6.3 KM) ON
 AG9461'U.S. 41 TO CORNELIUS BOULEVARD AND THE STATION ON THE LEFT, IN THE
 AG9461'WEST QUADRANT OF THE INTERSECTION.
 AG9461'STATION IS 24.2 FT (7.4 M) SOUTHWEST OF THE CENTERLINE OF THE
 AG9461'SOUTHBOUND THRU LANES OF U.S. HIGHWAY 41, 128.6 FT (39.2 M) NORTHWEST
 AG9461'OF THE CENTERLINE OF CORNELIUS BOULEVARD, 304 FT (92.7 M) SOUTHEAST
 AG9461'OF THE -ENTERING CHARLOTTE COUNTY- SIGN, 118.7 FT (36.2 M) EAST OF A
 AG9461'16 INCH WOOD POWER POLE, 55.9 FT (17.0 M) NORTHWEST OF ANOTHER 16
 AG9461'INCH WOOD POWER POLE, 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
 AG9461'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9461'DISK SET IN THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT, 2 INCHES
 AG9461'BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9462 ***********************************************************************
 AG9462  DESIGNATION -  4021 36 002
 AG9462  PID         -  AG9462
 AG9462  STATE/COUNTY-  FL/CHARLOTTE
 AG9462  COUNTRY     -  US
 AG9462  USGS QUAD   -  EL JOBEAN (2018)
 AG9462
 AG9462                         *CURRENT SURVEY CONTROL
 AG9462  ______________________________________________________________________
 AG9462* NAD 83(2011) POSITION- 26 57 33.67392(N) 082 09 23.60029(W)   ADJUSTED
 AG9462* NAD 83(2011) ELLIP HT-   -21.100 (meters)        (06/27/12)   ADJUSTED
 AG9462* NAD 83(2011) EPOCH   -  2010.00
 AG9462* NAVD 88 ORTHO HEIGHT -     2.8   (meters)        9.    (feet) GPS OBS
 AG9462  ______________________________________________________________________
 AG9462  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9462  GEOID HEIGHT    -        -24.750 (meters)                     GEOID93
 AG9462  GEOID HEIGHT    -        -23.932 (meters)                     GEOID18
 AG9462  NAD 83(2011) X  -    776,347.243 (meters)                     COMP
 AG9462  NAD 83(2011) Y  - -5,635,688.969 (meters)                     COMP
 AG9462  NAD 83(2011) Z  -  2,874,192.440 (meters)                     COMP
 AG9462  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 AG9462
 AG9462  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9462  Standards:
 AG9462         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9462            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9462  -------------------------------------------------------------------
 AG9462  NETWORK    1.82   2.94           0.77   0.72   1.50      0.05254096
 AG9462  -------------------------------------------------------------------
 AG9462  Click here for local accuracies and other accuracy information.
 AG9462
 AG9462.The horizontal coordinates were established by GPS observations
 AG9462.and adjusted by the National Geodetic Survey in June 2012.
 AG9462
 AG9462.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9462.been affixed to the stable North American tectonic plate. See 
 AG9462.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9462
 AG9462.The horizontal coordinates are valid at the epoch date displayed above
 AG9462.which is a decimal equivalence of Year/Month/Day.
 AG9462
 AG9462.The orthometric height was determined by GPS observations and a
 AG9462.high-resolution geoid model.
 AG9462
 AG9462.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9462.GEOID18 height accuracy estimate available here.
 AG9462
 AG9462.Click photographs - Photos may exist for this station.
 AG9462
 AG9462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9462
 AG9462.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9462
 AG9462.The ellipsoidal height was determined by GPS observations
 AG9462.and is referenced to NAD 83.
 AG9462
 AG9462. The following values were computed from the NAD 83(2011) position.
 AG9462
 AG9462;                    North         East     Units Scale Factor Converg.
 AG9462;SPC FL W     -   290,910.222   184,456.408   MT  0.99994416   -0 04 15.5
 AG9462;SPC FL W     -   954,427.95    605,170.73   sFT  0.99994416   -0 04 15.5
 AG9462;UTM  17      - 2,982,458.628   385,206.263   MT  0.99976268   -0 31 27.8
 AG9462
 AG9462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9462!SPC FL W     -   1.00000331  x   0.99994416  =   0.99994747
 AG9462!UTM  17      -   1.00000331  x   0.99976268  =   0.99976599
 AG9462
 AG9462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8520682458(NAD 83)
 AG9462
 AG9462                          SUPERSEDED SURVEY CONTROL
 AG9462
 AG9462  NAD 83(2007)-  26 57 33.67402(N)    082 09 23.60092(W) AD(2002.00) 0
 AG9462  ELLIP H (02/10/07)  -21.082  (m)                       GP(2002.00)    
 AG9462  NAD 83(1999)-  26 57 33.67402(N)    082 09 23.60118(W) AD(       ) 1
 AG9462  ELLIP H (07/06/01)  -21.093  (m)                       GP(       ) 4 2
 AG9462  NAD 83(1990)-  26 57 33.67248(N)    082 09 23.60058(W) AD(       ) 1
 AG9462  ELLIP H (11/12/93)  -21.069  (m)                       GP(       ) 4 1
 AG9462
 AG9462.Superseded values are not recommended for survey control.
 AG9462
 AG9462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9462.See file dsdata.pdf to determine how the superseded data were derived.
 AG9462
 AG9462_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9462_STAMPING: GPS 1992 4021-36-002 9292
 AG9462_MARK LOGO: FL-015
 AG9462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9462+STABILITY: SURFACE MOTION
 AG9462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9462+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1992
 AG9462
 AG9462  HISTORY     - Date     Condition        Report By
 AG9462  HISTORY     - 1992     MONUMENTED       FL-015
 AG9462  HISTORY     - 19920922 GOOD             DENI
 AG9462  HISTORY     - 20070828 MARK NOT FOUND   MCKIM
 AG9462
 AG9462                          STATION DESCRIPTION
 AG9462
 AG9462'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9462'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9462'STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SECTION 36, TWP 40S,
 AG9462'RGE 21E, IN PORT CHARLOTTE, 6.8 MI (10.9 KM) WEST NORTHWEST OF PUNTA
 AG9462'GORDA.
 AG9462'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 41/TAMIAMI TRAIL
 AG9462'AND STATE ROUTE 776 IN MURDOCK, GO SOUTHWESTERLY 0.6 MI (1.0 KM) ON
 AG9462'STATE ROUTE 776 TO COLLINGSWOOD BOULEVARD, THEN SOUTH 3.4 MI
 AG9462'(5.5 KM) TO OHARA DRIVE AND THE STATION ON THE RIGHT NEAR THE
 AG9462'SOUTHEAST CORNER OF A BRIDGE OVER A CANAL.
 AG9462'STATION IS 159.6 FT (48.6 M) WEST OF THE CENTERLINE OF COLLINGSWOOD
 AG9462'BOULEVARD, 22.9 FT (7.0 M) SOUTH OF THE CENTERLINE OF OHARA DRIVE,
 AG9462'14.0 FT (4.3 M) EAST OF THE EAST END OF THE BRIDGE, 10.3 FT (3.1 M)
 AG9462'NORTHEAST OF A CHISELED X NEAR THE SOUTHEAST END OF A CONCRETE
 AG9462'BRIDGE WINGWALL, 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
 AG9462'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9462'DISK SET IN THE TOP OF A 16 INCH ROUND CONCRETE MONUMENT, FLUSH WITH
 AG9462'GROUND LEVEL.
 AG9462
 AG9462                          STATION RECOVERY (2007)
 AG9462
 AG9462'RECOVERY NOTE BY MCKIM AND CREED 2007 (MJH)
 AG9462'MARK MAY HAVE BEEN DESTROYED DUE TO GUARD RAIL IMPROVEMENTS
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9463 ***********************************************************************
 AG9463  DESIGNATION -  4022 36 002
 AG9463  PID         -  AG9463
 AG9463  STATE/COUNTY-  FL/CHARLOTTE
 AG9463  COUNTRY     -  US
 AG9463  USGS QUAD   -  PUNTA GORDA (2018)
 AG9463
 AG9463                         *CURRENT SURVEY CONTROL
 AG9463  ______________________________________________________________________
 AG9463* NAD 83(2011) POSITION- 26 57 00.29264(N) 082 03 35.84559(W)   ADJUSTED
 AG9463* NAD 83(2011) ELLIP HT-   -20.927 (meters)        (06/27/12)   ADJUSTED
 AG9463* NAD 83(2011) EPOCH   -  2010.00
 AG9463* NAVD 88 ORTHO HEIGHT -     3.085 (meters)       10.12  (feet) ADJUSTED
 AG9463  ______________________________________________________________________
 AG9463  GEOID HEIGHT    -        -24.027 (meters)                     GEOID18
 AG9463  NAD 83(2011) X  -    785,912.049 (meters)                     COMP
 AG9463  NAD 83(2011) Y  - -5,634,833.473 (meters)                     COMP
 AG9463  NAD 83(2011) Z  -  2,873,276.709 (meters)                     COMP
 AG9463  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 AG9463  DYNAMIC HEIGHT  -          3.081 (meters)       10.11  (feet) COMP
 AG9463  MODELED GRAVITY -    979,115.4   (mgal)                       NAVD 88
 AG9463
 AG9463  VERT ORDER      -  FIRST     CLASS II
 AG9463
 AG9463  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9463  Standards:
 AG9463         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9463            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9463  -------------------------------------------------------------------
 AG9463  NETWORK    1.96   2.94           0.83   0.77   1.50      0.07721599
 AG9463  -------------------------------------------------------------------
 AG9463  Click here for local accuracies and other accuracy information.
 AG9463
 AG9463.The horizontal coordinates were established by GPS observations
 AG9463.and adjusted by the National Geodetic Survey in June 2012.
 AG9463
 AG9463.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9463.been affixed to the stable North American tectonic plate. See 
 AG9463.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9463
 AG9463.The horizontal coordinates are valid at the epoch date displayed above
 AG9463.which is a decimal equivalence of Year/Month/Day.
 AG9463
 AG9463.The orthometric height was determined by differential leveling and
 AG9463.adjusted by the NATIONAL GEODETIC SURVEY
 AG9463.in May 2008.
 AG9463
 AG9463.No vertical observational check was made to the station.
 AG9463
 AG9463.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9463.GEOID18 height accuracy estimate available here.
 AG9463
 AG9463.Click photographs - Photos may exist for this station.
 AG9463
 AG9463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9463
 AG9463.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9463
 AG9463.The ellipsoidal height was determined by GPS observations
 AG9463.and is referenced to NAD 83.
 AG9463
 AG9463.The dynamic height is computed by dividing the NAVD 88
 AG9463.geopotential number by the normal gravity value computed on the
 AG9463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9463.degrees latitude (g = 980.6199 gals.).
 AG9463
 AG9463.The modeled gravity was interpolated from observed gravity values.
 AG9463
 AG9463. The following values were computed from the NAD 83(2011) position.
 AG9463
 AG9463;                    North         East     Units Scale Factor Converg.
 AG9463;SPC FL W     -   289,874.639   194,046.688   MT  0.99994161   -0 01 37.8
 AG9463;SPC FL W     -   951,030.38    636,634.84   sFT  0.99994161   -0 01 37.8
 AG9463;UTM  17      - 2,981,347.413   394,786.198   MT  0.99973666   -0 28 49.6
 AG9463
 AG9463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9463!SPC FL W     -   1.00000329  x   0.99994161  =   0.99994490
 AG9463!UTM  17      -   1.00000329  x   0.99973666  =   0.99973995
 AG9463
 AG9463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9478681347(NAD 83)
 AG9463
 AG9463                          SUPERSEDED SURVEY CONTROL
 AG9463
 AG9463  NAD 83(2007)-  26 57 00.29276(N)    082 03 35.84622(W) AD(2002.00) 0
 AG9463  ELLIP H (02/10/07)  -20.909  (m)                       GP(2002.00)    
 AG9463  NAD 83(1999)-  26 57 00.29277(N)    082 03 35.84639(W) AD(       ) 1
 AG9463  ELLIP H (07/06/01)  -20.920  (m)                       GP(       ) 4 2
 AG9463  NAD 83(1990)-  26 57 00.29128(N)    082 03 35.84584(W) AD(       ) 1
 AG9463  ELLIP H (11/12/93)  -20.893  (m)                       GP(       ) 4 1
 AG9463  NAVD 88 (11/12/93)    3.1    (m)  GEOID93  model used  GPS OBS        
 AG9463
 AG9463.Superseded values are not recommended for survey control.
 AG9463
 AG9463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9463.See file dsdata.pdf to determine how the superseded data were derived.
 AG9463
 AG9463_MARKER: DD = SURVEY DISK
 AG9463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9463_STAMPING: GPS 1992 4022-36-002 9293
 AG9463_MARK LOGO: FL-015
 AG9463_PROJECTION: FLUSH
 AG9463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9463+STABILITY: SURFACE MOTION
 AG9463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9463+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2007
 AG9463
 AG9463  HISTORY     - Date     Condition        Report By
 AG9463  HISTORY     - 1992     MONUMENTED       FL-015
 AG9463  HISTORY     - 19920909 GOOD             DENI
 AG9463  HISTORY     - 20021229 MARK NOT FOUND   USPSQD
 AG9463  HISTORY     - 20031002 GOOD             DENI
 AG9463  HISTORY     - 20051011 GOOD             FLDEP
 AG9463  HISTORY     - 20070816 GOOD             MCKIM
 AG9463
 AG9463                          STATION DESCRIPTION
 AG9463
 AG9463'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9463'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9463'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 36, TWP 40S,
 AG9463'RGE 22E, IN PORT CHARLOTTE, 1.1 MI (1.8 KM) NORTH NORTHWEST OF PUNTA
 AG9463'GORDA AT LIVE OAK POINT, ON THE NORTH SHORE OF THE PEACE RIVER, JUST
 AG9463'EAST OF THE COLLIER BRIDGE.
 AG9463'TO REACH STATION FROM THE JUNCTION OF I-75 AND U.S. HIGHWAY 17, GO
 AG9463'WESTERLY 2.2 MI (3.5 KM) ON U.S. 17 TO U.S. HIGHWAY 41 IN DOWNTOWN
 AG9463'PUNTA GORDA, THEN NORTH 1.3 MI (2.1 KM) ON U.S. 41, OVER THE PEACE
 AG9463'RIVER ON COLLIER BRIDGE, PAST THE NORTH END OF THE BRIDGE TO AN
 AG9463'ASPHALT DRIVE LEADING EAST TO THE HARBOUR INN LOUNGE AND RAW BAR
 AG9463'LOCATED AT 5000 TAMIAMI TRAIL, THEN EASTERLY ON ASPHALT DRIVE FOR
 AG9463'APPROXIMATELY 50 FT, THEN SOUTHEASTERLY ALONG A GRAVEL DRIVE AND
 AG9463'PARKING AREA ON THE EAST SIDE OF THE BRIDGE FOR APPROXIMATELY 0.15 MI
 AG9463'(0.24 KM) TO THE TOP OF THE RIVER BANK AND STATION.
 AG9463'STATION IS 66.4 FT (20.2 M) NORTHEAST OF THE NORTHEAST EDGE OF THE
 AG9463'BRIDGE WALKWAY, 24.6 FT (7.5 M) WEST NORTHWEST OF THE NORTHWEST
 AG9463'CORNER OF A 1.6 FT (0.5 M) WIDE CONCRETE SEAWALL, 25.6 FT (7.8 M)
 AG9463'SOUTH OF A TELEPHONE JUNCTION BOX, 3.0 FT (0.9 M) WEST NORTHWEST OF A
 AG9463'WITNESS POST.
 AG9463'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9463'DISK SET IN TOP OF A 12 INCH ROUND CONCRETE MONUMENT, FLUSH WITH
 AG9463'GROUND LEVEL.
 AG9463
 AG9463                          STATION RECOVERY (2002)
 AG9463
 AG9463'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK)
 AG9463'MARK NOT FOUND. MAY BE BELOW GROUND LEVEL.
 AG9463
 AG9463                          STATION RECOVERY (2003)
 AG9463
 AG9463'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (MJH)
 AG9463'RECOVERED IN GOOD CONDITION.
 AG9463
 AG9463                          STATION RECOVERY (2005)
 AG9463
 AG9463'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG9463'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS,
 AG9463'
 AG9463'TO REACH THE MARK FROM  THE INTERSECTION OF U.S. HIGHWAY 17 NORTHBOUND
 AG9463'AND U.S. HIGHWAY 41 NORTHBOUND IN  PUNTA GORDA, GO NORTH ON U.S.
 AG9463'HIGHWAY 41 CROSSING THE PEACE RIVER AND THE COLLIER  BRIDGE FOR 1.4 MI
 AG9463'TO THE JUNCTION OF A PAVED DRIVE ON THE RIGHT, TURN RIGHT ON THE PAVED
 AG9463'DRIVE AND GO EAST FOR ABOUT 50.0 FT TO THE JUNCTION OF A GRAVEL ROAD,
 AG9463'TURN RIGHT ON THE  GRAVEL ROAD AND GO SOUTHEAST FOR 0.15 MI LEADING TO
 AG9463'LIVE OAK POINT AND THE MARK.
 AG9463
 AG9463                          STATION RECOVERY (2007)
 AG9463
 AG9463'RECOVERY NOTE BY MCKIM AND CREED 2007 (MJH)
 AG9463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7664 ***********************************************************************
 AF7664  HT_MOD      -  This is a Height Modernization Survey Station.
 AF7664  DESIGNATION -  4023 01 002
 AF7664  PID         -  AF7664
 AF7664  STATE/COUNTY-  FL/CHARLOTTE
 AF7664  COUNTRY     -  US
 AF7664  USGS QUAD   -  FORT OGDEN (2018)
 AF7664
 AF7664                         *CURRENT SURVEY CONTROL
 AF7664  ______________________________________________________________________
 AF7664* NAD 83(2011) POSITION- 27 02 05.58870(N) 081 57 31.71222(W)   ADJUSTED
 AF7664* NAD 83(2011) ELLIP HT-   -17.009 (meters)        (06/27/12)   ADJUSTED
 AF7664* NAD 83(2011) EPOCH   -  2010.00
 AF7664* NAVD 88 ORTHO HEIGHT -     7.21  (meters)       23.7   (feet) GPS OBS
 AF7664  ______________________________________________________________________
 AF7664  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AF7664  GEOID HEIGHT    -        -24.243 (meters)                     GEOID03
 AF7664  GEOID HEIGHT    -        -24.232 (meters)                     GEOID18
 AF7664  NAD 83(2011) X  -    795,262.274 (meters)                     COMP
 AF7664  NAD 83(2011) Y  - -5,629,217.793 (meters)                     COMP
 AF7664  NAD 83(2011) Z  -  2,881,651.473 (meters)                     COMP
 AF7664  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 AF7664
 AF7664  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF7664  Standards:
 AF7664         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF7664            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF7664  -------------------------------------------------------------------
 AF7664  NETWORK    0.72   1.88           0.29   0.30   0.96      0.04617754
 AF7664  -------------------------------------------------------------------
 AF7664  Click here for local accuracies and other accuracy information.
 AF7664
 AF7664.The horizontal coordinates were established by GPS observations
 AF7664.and adjusted by the National Geodetic Survey in June 2012.
 AF7664
 AF7664.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF7664.been affixed to the stable North American tectonic plate. See 
 AF7664.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF7664
 AF7664.The horizontal coordinates are valid at the epoch date displayed above
 AF7664.which is a decimal equivalence of Year/Month/Day.
 AF7664
 AF7664.The orthometric height was determined by GPS observations and a
 AF7664.high-resolution geoid model using precise GPS observation and
 AF7664.processing techniques.
 AF7664
 AF7664.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7664.GEOID18 height accuracy estimate available here.
 AF7664
 AF7664.Click photographs - Photos may exist for this station.
 AF7664
 AF7664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7664
 AF7664.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7664
 AF7664.The ellipsoidal height was determined by GPS observations
 AF7664.and is referenced to NAD 83.
 AF7664
 AF7664. The following values were computed from the NAD 83(2011) position.
 AF7664
 AF7664;                    North         East     Units Scale Factor Converg.
 AF7664;SPC FL W     -   299,269.965   204,086.911   MT  0.99994138   +0 01 07.4
 AF7664;SPC FL W     -   981,854.88    669,575.14   sFT  0.99994138   +0 01 07.4
 AF7664;UTM  17      - 2,990,660.879   404,898.339   MT  0.99971165   -0 26 09.0
 AF7664
 AF7664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7664!SPC FL W     -   1.00000267  x   0.99994138  =   0.99994405
 AF7664!UTM  17      -   1.00000267  x   0.99971165  =   0.99971432
 AF7664
 AF7664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0489890660(NAD 83)
 AF7664
 AF7664                          SUPERSEDED SURVEY CONTROL
 AF7664
 AF7664  NAD 83(2007)-  27 02 05.58881(N)    081 57 31.71298(W) AD(2002.00) 0
 AF7664  ELLIP H (02/10/07)  -16.988  (m)                       GP(2002.00)    
 AF7664  NAD 83(1999)-  27 02 05.58892(N)    081 57 31.71311(W) AD(       ) 1
 AF7664  ELLIP H (07/06/01)  -16.990  (m)                       GP(       ) 4 2
 AF7664  NAD 83(1990)-  27 02 05.58738(N)    081 57 31.71258(W) AD(       ) 1
 AF7664  ELLIP H (11/12/93)  -16.967  (m)                       GP(       ) 4 1
 AF7664  NAVD 88 (11/12/93)    7.3    (m)  GEOID93  model used  GPS OBS        
 AF7664
 AF7664.Superseded values are not recommended for survey control.
 AF7664
 AF7664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7664.See file dsdata.pdf to determine how the superseded data were derived.
 AF7664
 AF7664_MARKER: DD = SURVEY DISK
 AF7664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7664_STAMPING: GPS 1992 4023-01-002 9282
 AF7664_MARK LOGO: FL-015
 AF7664_PROJECTION: RECESSED 10 CENTIMETERS
 AF7664_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF7664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7664+STABILITY: SURFACE MOTION
 AF7664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7664+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2018
 AF7664
 AF7664  HISTORY     - Date     Condition        Report By
 AF7664  HISTORY     - 1992     MONUMENTED       FL-015
 AF7664  HISTORY     - 19920911 GOOD             DENI
 AF7664  HISTORY     - 20070427 GOOD             PICKET
 AF7664  HISTORY     - 20180926 GOOD             MCKIM
 AF7664
 AF7664                          STATION DESCRIPTION
 AF7664
 AF7664'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AF7664'DESCRIBED BY DENI ASSOCIATES, INC.
 AF7664'STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SECTION 1, TWP 40S,
 AF7664'RGE 23E, AT THE CHARLOTTE/DE SOTO COUNTY LINE, 8.9 MI (14.3 KM)
 AF7664'NORTHEAST OF PUNTA GORDA, IN PEACE RIVER SHORES.
 AF7664'TO REACH STATION FROM THE JUNCTION OF I-75 AND U.S. HIGHWAY 17, GO
 AF7664'NORTHEASTERLY AND NORTH 8.65 MI (13.92 KM) ON U.S. HIGHWAY 17 TO
 AF7664'NOTTINGHAM ROAD AND THE STATION IN THE SOUTHWEST QUADRANT OF THE
 AF7664'INTERSECTION.
 AF7664'STATION IS 46.5 FT (14.2 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY 17,
 AF7664'35.0 FT (10.7 M) SOUTH OF THE CENTERLINE OF NOTTINGHAM ROAD, 75.6 FT
 AF7664'(23.0 M) SOUTHWEST OF A 60 PENNY SPIKE AT THE INTERSECTION OF THE
 AF7664'CENTERLINE OF U.S. 17 AND THE COUNTY LINE, 64.7 FT (19.7 M) SOUTHEAST
 AF7664'OF A 24 INCH DIAMETER OAK TREE, 60.8 FT (18.5 M) SOUTH OF A 4 INCH
 AF7664'SQUARE CONCRETE MONUMENT, 1.8 FT (0.5 M) EAST OF A WITNESS POST.
 AF7664'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AF7664'DISK SET IN TOP OF A 10 INCH ROUND CONCRETE MONUMENT, 9 INCHES BELOW
 AF7664'GROUND LEVEL.
 AF7664
 AF7664                          STATION RECOVERY (2007)
 AF7664
 AF7664'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2007 (JKR)
 AF7664'RECOVERED AS DESCRIBED.
 AF7664
 AF7664                          STATION RECOVERY (2018)
 AF7664
 AF7664'RECOVERY NOTE BY MCKIM AND CREED 2018 (MJH)
 AF7664'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7665 ***********************************************************************
 AF7665  DESIGNATION -  4024 13 001
 AF7665  PID         -  AF7665
 AF7665  STATE/COUNTY-  FL/CHARLOTTE
 AF7665  COUNTRY     -  US
 AF7665  USGS QUAD   -  ARCADIA SE (2018)
 AF7665
 AF7665                         *CURRENT SURVEY CONTROL
 AF7665  ______________________________________________________________________
 AF7665* NAD 83(2011) POSITION- 27 00 10.15521(N) 081 51 40.89632(W)   ADJUSTED
 AF7665* NAD 83(2011) ELLIP HT-   -14.469 (meters)        (06/27/12)   ADJUSTED
 AF7665* NAD 83(2011) EPOCH   -  2010.00
 AF7665* NAVD 88 ORTHO HEIGHT -     9.9   (meters)       32.    (feet) GPS OBS
 AF7665  ______________________________________________________________________
 AF7665  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AF7665  GEOID HEIGHT    -        -25.210 (meters)                     GEOID93
 AF7665  GEOID HEIGHT    -        -24.334 (meters)                     GEOID18
 AF7665  NAD 83(2011) X  -    805,064.128 (meters)                     COMP
 AF7665  NAD 83(2011) Y  - -5,629,457.076 (meters)                     COMP
 AF7665  NAD 83(2011) Z  -  2,878,487.501 (meters)                     COMP
 AF7665  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 AF7665
 AF7665  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF7665  Standards:
 AF7665         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF7665            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF7665  -------------------------------------------------------------------
 AF7665  NETWORK    4.06   6.31           1.78   1.52   3.22      0.07137630
 AF7665  -------------------------------------------------------------------
 AF7665  Click here for local accuracies and other accuracy information.
 AF7665
 AF7665.The horizontal coordinates were established by GPS observations
 AF7665.and adjusted by the National Geodetic Survey in June 2012.
 AF7665
 AF7665.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF7665.been affixed to the stable North American tectonic plate. See 
 AF7665.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF7665
 AF7665.The horizontal coordinates are valid at the epoch date displayed above
 AF7665.which is a decimal equivalence of Year/Month/Day.
 AF7665
 AF7665.The orthometric height was determined by GPS observations and a
 AF7665.high-resolution geoid model.
 AF7665
 AF7665.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7665.GEOID18 height accuracy estimate available here.
 AF7665
 AF7665.Click photographs - Photos may exist for this station.
 AF7665
 AF7665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7665
 AF7665.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7665
 AF7665.The ellipsoidal height was determined by GPS observations
 AF7665.and is referenced to NAD 83.
 AF7665
 AF7665. The following values were computed from the NAD 83(2011) position.
 AF7665
 AF7665;                    North         East     Units Scale Factor Converg.
 AF7665;SPC FL W     -   295,724.156   213,759.544   MT  0.99994351   +0 03 46.6
 AF7665;SPC FL W     -   970,221.67    701,309.44   sFT  0.99994351   +0 03 46.6
 AF7665;UTM  17      - 2,987,039.360   414,540.224   MT  0.99969016   -0 23 28.0
 AF7665
 AF7665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7665!SPC FL W     -   1.00000227  x   0.99994351  =   0.99994578
 AF7665!UTM  17      -   1.00000227  x   0.99969016  =   0.99969243
 AF7665
 AF7665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1454087039(NAD 83)
 AF7665
 AF7665                          SUPERSEDED SURVEY CONTROL
 AF7665
 AF7665  NAD 83(2007)-  27 00 10.15533(N)    081 51 40.89698(W) AD(2002.00) 0
 AF7665  ELLIP H (02/10/07)  -14.452  (m)                       GP(2002.00)    
 AF7665  NAD 83(1999)-  27 00 10.15547(N)    081 51 40.89714(W) AD(       ) 1
 AF7665  ELLIP H (07/06/01)  -14.453  (m)                       GP(       ) 4 2
 AF7665  NAD 83(1990)-  27 00 10.15388(N)    081 51 40.89651(W) AD(       ) 1
 AF7665  ELLIP H (11/12/93)  -14.420  (m)                       GP(       ) 4 1
 AF7665
 AF7665.Superseded values are not recommended for survey control.
 AF7665
 AF7665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7665.See file dsdata.pdf to determine how the superseded data were derived.
 AF7665
 AF7665_MARKER: DD = SURVEY DISK
 AF7665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7665_STAMPING: GPS 1992 4024-13-001 9279
 AF7665_MARK LOGO: FL-015
 AF7665_PROJECTION: RECESSED 8 CENTIMETERS
 AF7665_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF7665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7665+STABILITY: SURFACE MOTION
 AF7665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7665+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2018
 AF7665
 AF7665  HISTORY     - Date     Condition        Report By
 AF7665  HISTORY     - 1992     MONUMENTED       FL-015
 AF7665  HISTORY     - 19920911 GOOD             DENI
 AF7665  HISTORY     - 20180926 GOOD             MCKIM
 AF7665
 AF7665                          STATION DESCRIPTION
 AF7665
 AF7665'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AF7665'DESCRIBED BY DENI ASSOCIATES, INC.
 AF7665'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 13, TWP 40S,
 AF7665'RGE 24E, 2.2 MI (3.5 KM) SOUTH OF THE CHARLOTTE/DE SOTO COUNTY LINE,
 AF7665'12.5 MI (20.1 KM) NORTHEAST OF PUNTA GORDA, IN PRAIRIE CREEK PARK.
 AF7665'TO REACH STATION FROM THE JUNCTION OF I-75 AND U.S. HIGHWAY 17, GO
 AF7665'EAST NORTHEAST ON U.S. HIGHWAY 17 FOR 1.2 MI (1.9 KM) TO THE JUNCTION
 AF7665'OF COUNTY ROAD 74, THEN CONTINUE 2.95 MI (4.75 KM) EAST NORTHEAST ON
 AF7665'U.S. HIGHWAY 17 TO COUNTY ROAD 764/WASHINGTON LOOP ROAD, THEN
 AF7665'EASTERLY 4.75 MI (7.64 KM) ON COUNTY ROAD 764 TO A 90 DEGREE CURVE TO
 AF7665'THE NORTH, THEN CONTINUE NORTH 1.0 MI (1.6 KM) ON COUNTY ROAD
 AF7665'764/WASHINGTON LOOP ROAD TO PRAIRIE CREEK BOULEVARD, THEN EAST 1.6 MI
 AF7665'(2.6 KM) TO CYPRESS GROVE CIRCLE, THEN NORTHERLY 1.1 MI (1.8 KM) TO
 AF7665'WOOD PATH COURT, THEN EASTERLY 0.3 MI (0.5 KM) TO A CUL-DE-SAC AND
 AF7665'THE STATION ON THE RIGHT.
 AF7665'STATION IS 67 FT (20.4 M) SOUTHEAST OF THE CENTER OF THE CUL-DE-SAC,
 AF7665'101.0 FT (30.8 M) EAST OF THE NORTHEAST END OF AN 18 INCH CULVERT
 AF7665'PIPE, 27.0 FT (8.2 M) SOUTHEAST OF THE EDGE OF PAVEMENT, 3.2 FT
 AF7665'(1.0 M) NORTHWEST OF A WITNESS POST.
 AF7665'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AF7665'DISK SET IN TOP OF A 16 INCH ROUND CONCRETE MONUMENT, 3 INCHES BELOW
 AF7665'GROUND LEVEL.
 AF7665
 AF7665                          STATION RECOVERY (2018)
 AF7665
 AF7665'RECOVERY NOTE BY MCKIM AND CREED 2018 (MJH)
 AF7665'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8677 ***********************************************************************
 AD8677  DESIGNATION -  4024 31 001
 AD8677  PID         -  AD8677
 AD8677  STATE/COUNTY-  FL/CHARLOTTE
 AD8677  COUNTRY     -  US
 AD8677  USGS QUAD   -  CLEVELAND (2018)
 AD8677
 AD8677                         *CURRENT SURVEY CONTROL
 AD8677  ______________________________________________________________________
 AD8677* NAD 83(2011) POSITION- 26 56 49.09611(N) 081 57 26.65776(W)   ADJUSTED
 AD8677* NAD 83(2011) ELLIP HT-   -17.797 (meters)        (06/27/12)   ADJUSTED
 AD8677* NAD 83(2011) EPOCH   -  2010.00
 AD8677* NAVD 88 ORTHO HEIGHT -     6.4   (meters)       21.    (feet) GPS OBS
 AD8677  ______________________________________________________________________
 AD8677  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8677  GEOID HEIGHT    -        -25.010 (meters)                     GEOID93
 AD8677  GEOID HEIGHT    -        -24.142 (meters)                     GEOID18
 AD8677  NAD 83(2011) X  -    796,018.662 (meters)                     COMP
 AD8677  NAD 83(2011) Y  - -5,633,575.166 (meters)                     COMP
 AD8677  NAD 83(2011) Z  -  2,872,970.935 (meters)                     COMP
 AD8677  LAPLACE CORR    -         -1.47  (seconds)                    DEFLEC18
 AD8677
 AD8677  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8677  Standards:
 AD8677         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8677            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8677  -------------------------------------------------------------------
 AD8677  NETWORK    1.73   2.63           0.68   0.73   1.34     -0.01827674
 AD8677  -------------------------------------------------------------------
 AD8677  Click here for local accuracies and other accuracy information.
 AD8677
 AD8677.The horizontal coordinates were established by GPS observations
 AD8677.and adjusted by the National Geodetic Survey in June 2012.
 AD8677
 AD8677.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8677.been affixed to the stable North American tectonic plate. See 
 AD8677.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8677
 AD8677.The horizontal coordinates are valid at the epoch date displayed above
 AD8677.which is a decimal equivalence of Year/Month/Day.
 AD8677
 AD8677.The orthometric height was determined by GPS observations and a
 AD8677.high-resolution geoid model.
 AD8677
 AD8677.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8677.GEOID18 height accuracy estimate available here.
 AD8677
 AD8677.Click photographs - Photos may exist for this station.
 AD8677
 AD8677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8677
 AD8677.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8677
 AD8677.The ellipsoidal height was determined by GPS observations
 AD8677.and is referenced to NAD 83.
 AD8677
 AD8677. The following values were computed from the NAD 83(2011) position.
 AD8677
 AD8677;                    North         East     Units Scale Factor Converg.
 AD8677;SPC FL W     -   289,529.348   204,229.501   MT  0.99994140   +0 01 09.5
 AD8677;SPC FL W     -   949,897.54    670,042.95   sFT  0.99994140   +0 01 09.5
 AD8677;UTM  17      - 2,980,921.676   404,963.748   MT  0.99971150   -0 26 02.0
 AD8677
 AD8677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8677!SPC FL W     -   1.00000280  x   0.99994140  =   0.99994420
 AD8677!UTM  17      -   1.00000280  x   0.99971150  =   0.99971430
 AD8677
 AD8677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0496380921(NAD 83)
 AD8677
 AD8677                          SUPERSEDED SURVEY CONTROL
 AD8677
 AD8677  NAD 83(2007)-  26 56 49.09624(N)    081 57 26.65839(W) AD(2002.00) 0
 AD8677  ELLIP H (02/10/07)  -17.778  (m)                       GP(2002.00)    
 AD8677  NAD 83(1999)-  26 56 49.09628(N)    081 57 26.65837(W) AD(       ) 1
 AD8677  ELLIP H (07/06/01)  -17.788  (m)                       GP(       ) 4 2
 AD8677  NAD 83(1990)-  26 56 49.09483(N)    081 57 26.65791(W) AD(       ) 1
 AD8677  ELLIP H (11/12/93)  -17.754  (m)                       GP(       ) 4 1
 AD8677
 AD8677.Superseded values are not recommended for survey control.
 AD8677
 AD8677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8677.See file dsdata.pdf to determine how the superseded data were derived.
 AD8677
 AD8677_MARKER: DD = SURVEY DISK
 AD8677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8677_STAMPING: GPS 1992 4024-31-001 9271
 AD8677_MARK LOGO: FL-015
 AD8677_PROJECTION: RECESSED 25 CENTIMETERS
 AD8677_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8677+STABILITY: SURFACE MOTION
 AD8677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8677+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2018
 AD8677
 AD8677  HISTORY     - Date     Condition        Report By
 AD8677  HISTORY     - 1992     MONUMENTED       FL-015
 AD8677  HISTORY     - 19920917 GOOD             DENI
 AD8677  HISTORY     - 20180926 GOOD             MCKIM
 AD8677
 AD8677                          STATION DESCRIPTION
 AD8677
 AD8677'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8677'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8677'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 31, TWP 40S,
 AD8677'RGE 24E, 5.8 MI (9.3 KM) EAST NORTHEAST OF PUNTA GORDA, 3.85 MI
 AD8677'(6.20 KM) EAST NORTHEAST OF THE JUNCTION OF I-75 AND U.S. HIGHWAY 17,
 AD8677'EXIT 29.
 AD8677'TO REACH STATION FROM THE JUNCTION OF I-75 AND U.S. HIGHWAY 17, EXIT
 AD8677'29, GO NORTHEAST 1.25 MI (2.01 KM) ON U.S. HIGHWAY 17 TO COUNTY ROAD
 AD8677'74, THEN EAST 2.7 MI (4.3 KM) ON COUNTY ROAD 74 TO A POWER LINE
 AD8677'CROSSING AND THE MARK ON THE LEFT.
 AD8677'STATION IS 22.8 NORTH OF THE CENTERLINE OF COUNTY ROAD 74, AT THE EAST
 AD8677'EDGE OF A GRASS DRIVE LEADING NORTH TO A GATE, 43.4 FT (13.2 M) WEST
 AD8677'OF THE CENTER WIRE OF THE HIGH VOLTAGE POWER LINES, 94.3 FT (28.7 M)
 AD8677'EAST OF THE CENTERLINE OF STRASSE BOULEVARD (A DIRT ROAD) PROJECTED
 AD8677'NORTH, 26.9 FT (8.2 M) SOUTH SOUTHEAST OF A POWER POLE, 13.3 FT
 AD8677'(4.1 M) SOUTH OF A WITNESS POST.
 AD8677'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8677'DISK SET IN TOP OF A 13 INCH ROUND CONCRETE MONUMENT, 10 INCHES BELOW
 AD8677'GROUND LEVEL.
 AD8677
 AD8677                          STATION RECOVERY (2018)
 AD8677
 AD8677'RECOVERY NOTE BY MCKIM AND CREED 2018 (MJH)
 AD8677'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7666 ***********************************************************************
 AF7666  DESIGNATION -  4025 01 002
 AF7666  PID         -  AF7666
 AF7666  STATE/COUNTY-  FL/CHARLOTTE
 AF7666  COUNTRY     -  US
 AF7666  USGS QUAD   -  ARCADIA SE (2018)
 AF7666
 AF7666                         *CURRENT SURVEY CONTROL
 AF7666  ______________________________________________________________________
 AF7666* NAD 83(2011) POSITION- 27 02 01.37373(N) 081 46 17.02283(W)   ADJUSTED
 AF7666* NAD 83(2011) ELLIP HT-   -12.353 (meters)        (06/27/12)   ADJUSTED
 AF7666* NAD 83(2011) EPOCH   -  2010.00
 AF7666* NAVD 88 ORTHO HEIGHT -    12.082 (meters)       39.64  (feet) ADJUSTED
 AF7666  ______________________________________________________________________
 AF7666  GEOID HEIGHT    -        -24.444 (meters)                     GEOID18
 AF7666  NAD 83(2011) X  -    813,680.115 (meters)                     COMP
 AF7666  NAD 83(2011) Y  - -5,626,648.855 (meters)                     COMP
 AF7666  NAD 83(2011) Z  -  2,881,538.033 (meters)                     COMP
 AF7666  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 AF7666  DYNAMIC HEIGHT  -         12.063 (meters)       39.58  (feet) COMP
 AF7666  MODELED GRAVITY -    979,109.9   (mgal)                       NAVD 88
 AF7666
 AF7666  VERT ORDER      -  FIRST     CLASS II
 AF7666
 AF7666  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF7666  Standards:
 AF7666         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF7666            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF7666  -------------------------------------------------------------------
 AF7666  NETWORK    2.64   4.43           1.15   1.00   2.26      0.07984063
 AF7666  -------------------------------------------------------------------
 AF7666  Click here for local accuracies and other accuracy information.
 AF7666
 AF7666.The horizontal coordinates were established by GPS observations
 AF7666.and adjusted by the National Geodetic Survey in June 2012.
 AF7666
 AF7666.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF7666.been affixed to the stable North American tectonic plate. See 
 AF7666.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF7666
 AF7666.The horizontal coordinates are valid at the epoch date displayed above
 AF7666.which is a decimal equivalence of Year/Month/Day.
 AF7666
 AF7666.The orthometric height was determined by differential leveling and
 AF7666.adjusted by the NATIONAL GEODETIC SURVEY
 AF7666.in May 2008.
 AF7666
 AF7666.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7666.GEOID18 height accuracy estimate available here.
 AF7666
 AF7666.Click photographs - Photos may exist for this station.
 AF7666
 AF7666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7666
 AF7666.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7666
 AF7666.The ellipsoidal height was determined by GPS observations
 AF7666.and is referenced to NAD 83.
 AF7666
 AF7666.The dynamic height is computed by dividing the NAVD 88
 AF7666.geopotential number by the normal gravity value computed on the
 AF7666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7666.degrees latitude (g = 980.6199 gals.).
 AF7666
 AF7666.The modeled gravity was interpolated from observed gravity values.
 AF7666
 AF7666. The following values were computed from the NAD 83(2011) position.
 AF7666
 AF7666;                    North         East     Units Scale Factor Converg.
 AF7666;SPC FL W     -   299,160.140   222,682.072   MT  0.99994753   +0 06 14.1
 AF7666;SPC FL W     -   981,494.56    730,582.76   sFT  0.99994753   +0 06 14.1
 AF7666;UTM  17      - 2,990,403.601   423,487.349   MT  0.99967227   -0 21 02.3
 AF7666
 AF7666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7666!SPC FL W     -   1.00000194  x   0.99994753  =   0.99994947
 AF7666!UTM  17      -   1.00000194  x   0.99967227  =   0.99967421
 AF7666
 AF7666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2348790403(NAD 83)
 AF7666
 AF7666                          SUPERSEDED SURVEY CONTROL
 AF7666
 AF7666  NAD 83(2007)-  27 02 01.37386(N)    081 46 17.02345(W) AD(2002.00) 0
 AF7666  ELLIP H (02/10/07)  -12.336  (m)                       GP(2002.00)    
 AF7666  NAD 83(1999)-  27 02 01.37403(N)    081 46 17.02364(W) AD(       ) 1
 AF7666  ELLIP H (07/06/01)  -12.333  (m)                       GP(       ) 4 2
 AF7666  NAD 83(1990)-  27 02 01.37235(N)    081 46 17.02296(W) AD(       ) 1
 AF7666  ELLIP H (11/12/93)  -12.321  (m)                       GP(       ) 4 1
 AF7666  NAVD 88 (11/12/93)   12.1    (m)  GEOID93  model used  GPS OBS        
 AF7666
 AF7666.Superseded values are not recommended for survey control.
 AF7666
 AF7666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7666.See file dsdata.pdf to determine how the superseded data were derived.
 AF7666
 AF7666_MARKER: DD = SURVEY DISK
 AF7666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7666_STAMPING: 1992 GPS4025.01.002 9278
 AF7666_MARK LOGO: FL-015
 AF7666_PROJECTION: RECESSED 20 CENTIMETERS
 AF7666_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF7666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7666+STABILITY: SURFACE MOTION
 AF7666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7666+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2013
 AF7666
 AF7666  HISTORY     - Date     Condition        Report By
 AF7666  HISTORY     - 1992     MONUMENTED       FL-015
 AF7666  HISTORY     - 19920911 GOOD             DENI
 AF7666  HISTORY     - 20050914 GOOD             FLDEP
 AF7666  HISTORY     - 20131113 GOOD             FLDEP
 AF7666  HISTORY     - 20160830 GOOD             SWFWMD
 AF7666
 AF7666                          STATION DESCRIPTION
 AF7666
 AF7666'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AF7666'DESCRIBED BY DENI ASSOCIATES, INC.
 AF7666'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 1, TWP 40S, RGE
 AF7666'25E, AT THE CHARLOTTE/DE SOTO COUNTY LINE, 18.5 MI (29.8 KM)
 AF7666'NORTHEAST OF PUNTA GORDA.
 AF7666'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 31 AND COUNTY ROAD
 AF7666'74 IN NORTHEAST CHARLOTTE COUNTY, GO NORTHERLY 6.2 MI (10.0 KM) ON
 AF7666'STATE ROUTE 31 TO THE CHARLOTTE/DE SOTO COUNTY LINE AND THE STATION
 AF7666'ON THE RIGHT, IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF STATE
 AF7666'ROUTE 31 AND A GRAVEL DRIVE LEADING EAST.
 AF7666'STATION IS 44.6 FT (13.6 M) NORTHEAST OF THE CENTERLINE OF STATE ROUTE
 AF7666'31, 61 FT (18.6 M) SOUTH OF THE CENTERLINE OF A GRAVEL DRIVE, 45.5 FT
 AF7666'(13.9 M) SOUTHEAST OF A WOODEN FENCE CORNER, 36.1 FT (11.0 M) EAST
 AF7666'SOUTHEAST OF THE SOUTHEAST END OF AN 18 INCH CULVERT PIPE, 83.0 FT
 AF7666'(25.3 M) SOUTHEAST OF A 6 INCH SQUARE CONCRETE STATE RIGHT-OF-WAY
 AF7666'POST, 3.8 FT (1.2 M) SOUTHWEST OF A WITNESS POST.
 AF7666'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AF7666'DISK SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT, 6 INCHES
 AF7666'BELOW GROUND LEVEL.
 AF7666
 AF7666                          STATION RECOVERY (2005)
 AF7666
 AF7666'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (PBM)
 AF7666'THE MARK IS ABOUT 15.3 MI SOUTHEAST OF ARCADIA, IN SECTION 1, TOWNSHIP
 AF7666'40 SOUTH, RANGE 25  EAST.
 AF7666'
 AF7666'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 70 AND STATE
 AF7666'HIGHWAY 31 (CANAL  STREET) ON THE EAST SIDE OF ARCADIA, GO SOUTHERLY
 AF7666'ON STATE HIGHWAY 31 (CANAL STREET)  FOR 4.55 MI TO THE JUNCTION OF
 AF7666'COUNTY ROAD 760A WEST ON THE RIGHT, CONTINUE SOUTHEAST  ON STATE
 AF7666'HIGHWAY 31 FOR 8.9 MI TO THE DE SOTO-CHARLOTTE COUNTY LINE AND THE
 AF7666'MARK ON THE  LEFT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.8
 AF7666'FT BELOW THE LEVEL OF THE  GROUND AND BELOW THE LEVEL OF STATE HIGHWAY
 AF7666'31.
 AF7666'
 AF7666'LOCATED 117.0 FT SOUTHEAST OF AN ENTERING DE SOTO COUNTY SIGN ON THE
 AF7666'EAST SIDE OF STATE  HIGHWAY 31, 82.8 FT SOUTHEAST OF A RIGHT-OF-WAY
 AF7666'MARKER, 61.0 FT SOUTHEAST OF THE  APPROXIMATE CENTERLINE OF A DRIVE AT
 AF7666'12996, 44.6 FT NORTHEAST OF THE CENTERLINE OF STATE  HIGHWAY 31, 5.3
 AF7666'FT SOUTHWEST OF A BARBWIRE FENCE AND 4.3 FT SOUTHWEST OF A CHARLOTTE
 AF7666'COUNTY METAL WITNESS POST.
 AF7666
 AF7666                          STATION RECOVERY (2013)
 AF7666
 AF7666'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (BPJ)
 AF7666'RECOVERED AS DESCRIBED.
 AF7666
 AF7666                          STATION RECOVERY (2016)
 AF7666
 AF7666'RECOVERY NOTE BY SW FL WTR MGMT DIST 2016
 AF7666'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8678 ***********************************************************************
 AD8678  DESIGNATION -  4025 31 001
 AD8678  PID         -  AD8678
 AD8678  STATE/COUNTY-  FL/CHARLOTTE
 AD8678  COUNTRY     -  US
 AD8678  USGS QUAD   -  BERMONT (2018)
 AD8678
 AD8678                         *CURRENT SURVEY CONTROL
 AD8678  ______________________________________________________________________
 AD8678* NAD 83(2011) POSITION- 26 56 47.40221(N) 081 51 22.04524(W)   ADJUSTED
 AD8678* NAD 83(2011) ELLIP HT-   -15.338 (meters)        (06/27/12)   ADJUSTED
 AD8678* NAD 83(2011) EPOCH   -  2010.00
 AD8678* NAVD 88 ORTHO HEIGHT -     8.972 (meters)       29.44  (feet) ADJUSTED
 AD8678  ______________________________________________________________________
 AD8678  GEOID HEIGHT    -        -24.296 (meters)                     GEOID18
 AD8678  NAD 83(2011) X  -    805,979.493 (meters)                     COMP
 AD8678  NAD 83(2011) Y  - -5,632,184.808 (meters)                     COMP
 AD8678  NAD 83(2011) Z  -  2,872,925.575 (meters)                     COMP
 AD8678  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 AD8678  DYNAMIC HEIGHT  -          8.958 (meters)       29.39  (feet) COMP
 AD8678  MODELED GRAVITY -    979,105.5   (mgal)                       NAVD 88
 AD8678
 AD8678  VERT ORDER      -  FIRST     CLASS II
 AD8678
 AD8678  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8678  Standards:
 AD8678         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8678            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8678  -------------------------------------------------------------------
 AD8678  NETWORK    2.08   3.25           0.88   0.82   1.66      0.01602065
 AD8678  -------------------------------------------------------------------
 AD8678  Click here for local accuracies and other accuracy information.
 AD8678
 AD8678.The horizontal coordinates were established by GPS observations
 AD8678.and adjusted by the National Geodetic Survey in June 2012.
 AD8678
 AD8678.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8678.been affixed to the stable North American tectonic plate. See 
 AD8678.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8678
 AD8678.The horizontal coordinates are valid at the epoch date displayed above
 AD8678.which is a decimal equivalence of Year/Month/Day.
 AD8678
 AD8678.The orthometric height was determined by differential leveling and
 AD8678.adjusted by the NATIONAL GEODETIC SURVEY
 AD8678.in February 2015.
 AD8678
 AD8678.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8678.GEOID18 height accuracy estimate available here.
 AD8678
 AD8678.Click photographs - Photos may exist for this station.
 AD8678
 AD8678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8678
 AD8678.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8678
 AD8678.The ellipsoidal height was determined by GPS observations
 AD8678.and is referenced to NAD 83.
 AD8678
 AD8678.The dynamic height is computed by dividing the NAVD 88
 AD8678.geopotential number by the normal gravity value computed on the
 AD8678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8678.degrees latitude (g = 980.6199 gals.).
 AD8678
 AD8678.The modeled gravity was interpolated from observed gravity values.
 AD8678
 AD8678. The following values were computed from the NAD 83(2011) position.
 AD8678
 AD8678;                    North         East     Units Scale Factor Converg.
 AD8678;SPC FL W     -   289,484.631   214,286.349   MT  0.99994370   +0 03 54.7
 AD8678;SPC FL W     -   949,750.83    703,037.80   sFT  0.99994370   +0 03 54.7
 AD8678;UTM  17      - 2,980,797.445   415,017.492   MT  0.99968915   -0 23 16.7
 AD8678
 AD8678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8678!SPC FL W     -   1.00000241  x   0.99994370  =   0.99994611
 AD8678!UTM  17      -   1.00000241  x   0.99968915  =   0.99969156
 AD8678
 AD8678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1501780797(NAD 83)
 AD8678
 AD8678                          SUPERSEDED SURVEY CONTROL
 AD8678
 AD8678  NAD 83(2007)-  26 56 47.40235(N)    081 51 22.04588(W) AD(2002.00) 0
 AD8678  ELLIP H (02/10/07)  -15.322  (m)                       GP(2002.00)    
 AD8678  NAD 83(1999)-  26 56 47.40247(N)    081 51 22.04604(W) AD(       ) 1
 AD8678  ELLIP H (07/06/01)  -15.324  (m)                       GP(       ) 4 2
 AD8678  NAD 83(1990)-  26 56 47.40092(N)    081 51 22.04543(W) AD(       ) 1
 AD8678  ELLIP H (11/12/93)  -15.281  (m)                       GP(       ) 4 1
 AD8678  NAVD 88 (11/12/93)    9.0    (m)  GEOID93  model used  GPS OBS        
 AD8678
 AD8678.Superseded values are not recommended for survey control.
 AD8678
 AD8678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8678.See file dsdata.pdf to determine how the superseded data were derived.
 AD8678
 AD8678_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8678_STAMPING: GPS 1992 4025-31-001 9272
 AD8678_MARK LOGO: FL-015
 AD8678_PROJECTION: RECESSED 5 CENTIMETERS
 AD8678_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8678+STABILITY: SURFACE MOTION
 AD8678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8678+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2014
 AD8678
 AD8678  HISTORY     - Date     Condition        Report By
 AD8678  HISTORY     - 1992     MONUMENTED       FL-015
 AD8678  HISTORY     - 19920917 GOOD             DENI
 AD8678  HISTORY     - 20040507 GOOD             INDIV
 AD8678  HISTORY     - 20140214 GOOD             FLDEP
 AD8678
 AD8678                          STATION DESCRIPTION
 AD8678
 AD8678'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8678'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8678'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 31, TWP 40S,
 AD8678'RGE 25E, 12.0 MI (19.3 KM) EAST NORTHEAST OF PUNTA GORDA, 6.0 MI
 AD8678'(9.7 KM) SOUTH OF THE CHARLOTTE/DE SOTO COUNTY LINE.
 AD8678'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 31 AND COUNTY ROAD
 AD8678'74 IN NORTHEAST CHARLOTTE COUNTY, GO WEST 5.85 MI (9.41 KM) ON COUNTY
 AD8678'ROAD 74 TO THE STATION ON THE RIGHT.
 AD8678'STATION IS 33.6 FT (10.2 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 74,
 AD8678'IN THE FLOWLINE OF A DITCH, 250 FT (76.2 M) EAST OF THE CENTERLINE OF
 AD8678'A PRIVATE DIRT DRIVEWAY, 237 FT (72.2 M) EAST OF THE EAST END OF A
 AD8678'CONCRETE CULVERT UNDER THE PRIVATE DRIVE, 27.8 FT (8.5 M) SOUTH
 AD8678'SOUTHWEST OF A POWER POLE, 18.5 FT (5.6 M) SOUTH OF A BARBED WIRE
 AD8678'FENCE, 40.3 FT (12.3 M) SOUTHEAST OF A 4 INCH PINE TREE, 25.2 FT
 AD8678'(7.7 M) SOUTHWEST OF A 6 INCH SQUARE STATE HIGHWAY RIGHT-OF-WAY
 AD8678'CONCRETE POST, 86.0 FT (26.2 M) NORTHWEST OF A 6 INCH SQUARE STATE
 AD8678'HIGHWAY RIGHT-OF-WAY CONCRETE POST, 17.5 FT (5.3 M) SOUTH OF A
 AD8678'WITNESS POST.
 AD8678'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8678'DISK SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT, 4 INCHES
 AD8678'BELOW GROUND LEVEL AND 3 FT (0.9 M) LOWER THAN CROWN OF ROAD.
 AD8678
 AD8678                          STATION RECOVERY (2004)
 AD8678
 AD8678'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (WSP)
 AD8678'RECOVERED AS DESCRIBED
 AD8678
 AD8678                          STATION RECOVERY (2014)
 AD8678
 AD8678'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (MAH)
 AD8678'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7667 ***********************************************************************
 AF7667  DESIGNATION -  4026 01 002
 AF7667  PID         -  AF7667
 AF7667  STATE/COUNTY-  FL/CHARLOTTE
 AF7667  COUNTRY     -  US
 AF7667  USGS QUAD   -  LONG ISLAND MARSH SW (2018)
 AF7667
 AF7667                         *CURRENT SURVEY CONTROL
 AF7667  ______________________________________________________________________
 AF7667* NAD 83(2011) POSITION- 27 01 06.25630(N) 081 40 47.06764(W)   ADJUSTED
 AF7667* NAD 83(2011) ELLIP HT-    -8.406 (meters)        (06/27/12)   ADJUSTED
 AF7667* NAD 83(2011) EPOCH   -  2010.00
 AF7667* NAVD 88 ORTHO HEIGHT -    16.1   (meters)       53.    (feet) GPS OBS
 AF7667  ______________________________________________________________________
 AF7667  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AF7667  GEOID HEIGHT    -        -25.360 (meters)                     GEOID93
 AF7667  GEOID HEIGHT    -        -24.453 (meters)                     GEOID18
 AF7667  NAD 83(2011) X  -    822,791.896 (meters)                     COMP
 AF7667  NAD 83(2011) Y  - -5,626,106.263 (meters)                     COMP
 AF7667  NAD 83(2011) Z  -  2,880,028.629 (meters)                     COMP
 AF7667  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 AF7667
 AF7667  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF7667  Standards:
 AF7667         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF7667            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF7667  -------------------------------------------------------------------
 AF7667  NETWORK    2.44   4.14           1.06   0.93   2.11      0.09259895
 AF7667  -------------------------------------------------------------------
 AF7667  Click here for local accuracies and other accuracy information.
 AF7667
 AF7667.The horizontal coordinates were established by GPS observations
 AF7667.and adjusted by the National Geodetic Survey in June 2012.
 AF7667
 AF7667.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF7667.been affixed to the stable North American tectonic plate. See 
 AF7667.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF7667
 AF7667.The horizontal coordinates are valid at the epoch date displayed above
 AF7667.which is a decimal equivalence of Year/Month/Day.
 AF7667
 AF7667.The orthometric height was determined by GPS observations and a
 AF7667.high-resolution geoid model.
 AF7667
 AF7667.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7667.GEOID18 height accuracy estimate available here.
 AF7667
 AF7667.Click photographs - Photos may exist for this station.
 AF7667
 AF7667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7667
 AF7667.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7667
 AF7667.The ellipsoidal height was determined by GPS observations
 AF7667.and is referenced to NAD 83.
 AF7667
 AF7667. The following values were computed from the NAD 83(2011) position.
 AF7667
 AF7667;                    North         East     Units Scale Factor Converg.
 AF7667;SPC FL W     -   297,483.570   231,780.323   MT  0.99995364   +0 08 43.8
 AF7667;SPC FL W     -   975,994.01    760,432.61   sFT  0.99995364   +0 08 43.8
 AF7667;UTM  17      - 2,988,655.427   432,569.415   MT  0.99965613   -0 18 31.7
 AF7667
 AF7667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7667!SPC FL W     -   1.00000132  x   0.99995364  =   0.99995496
 AF7667!UTM  17      -   1.00000132  x   0.99965613  =   0.99965745
 AF7667
 AF7667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3256988655(NAD 83)
 AF7667
 AF7667                          SUPERSEDED SURVEY CONTROL
 AF7667
 AF7667  NAD 83(2007)-  27 01 06.25643(N)    081 40 47.06826(W) AD(2002.00) 0
 AF7667  ELLIP H (02/10/07)   -8.389  (m)                       GP(2002.00)    
 AF7667  NAD 83(1999)-  27 01 06.25660(N)    081 40 47.06844(W) AD(       ) 1
 AF7667  ELLIP H (07/06/01)   -8.384  (m)                       GP(       ) 4 2
 AF7667  NAD 83(1990)-  27 01 06.25492(N)    081 40 47.06776(W) AD(       ) 1
 AF7667  ELLIP H (11/12/93)   -8.377  (m)                       GP(       ) 4 1
 AF7667
 AF7667.Superseded values are not recommended for survey control.
 AF7667
 AF7667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7667.See file dsdata.pdf to determine how the superseded data were derived.
 AF7667
 AF7667_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AF7667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7667_STAMPING: GPS 1992 4026-01-002 9277
 AF7667_MARK LOGO: FL-015
 AF7667_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AF7667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7667+STABILITY: SURFACE MOTION
 AF7667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7667+SATELLITE: SATELLITE OBSERVATIONS - September 21, 1992
 AF7667
 AF7667  HISTORY     - Date     Condition        Report By
 AF7667  HISTORY     - 1992     MONUMENTED       FL-015
 AF7667  HISTORY     - 19920921 GOOD             DENI
 AF7667
 AF7667                          STATION DESCRIPTION
 AF7667
 AF7667'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AF7667'DESCRIBED BY DENI ASSOCIATES, INC.
 AF7667'STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF SECTION 1, TWP 40S,
 AF7667'26E, 1.0 MI (1.6 KM) SOUTH OF THE CHARLOTTE/DE SOTO COUNTY LINE, 7.2
 AF7667'MI (11.6 KM) WEST OF THE CHARLOTTE/GLADES COUNTY LINE, 23.5 MI
 AF7667'(37.8 KM) NORTHEAST OF PUNTA GORDA.
 AF7667'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 31 AND COUNTY ROAD
 AF7667'74 IN NORTHEAST CHARLOTTE COUNTY, GO NORTH 5.0 MI (8.0 KM) ON STATE
 AF7667'ROUTE 31 TO A CURVE TO THE LEFT AND FARABEE ROAD, THEN EAST 4.5 MI
 AF7667'(7.2 KM) ON FARABEE ROAD TO A 90 DEGREE BEND IN THE ROAD TO THE
 AF7667'NORTH, THEN CONTINUE EAST 0.5 MI (0.8 KM) ON FARABEE ROAD TO A CATTLE
 AF7667'GUARD CROSSING AND THE STATION ON THE LEFT.
 AF7667'STATION IS 12.4 FT (3.8 M) NORTH OF THE CENTER OF THE CATTLE GUARD,
 AF7667'42.0 FT (12.8 M) EAST OF A POWER POLE, 2.4 FT (0.7 M) SOUTHEAST OF A
 AF7667'FENCE CORNER, 40.7 SOUTH SOUTHWEST OF A WOODEN GATE POST (NORTH-MOST)
 AF7667', 2.3 FT (0.7 M) EAST OF A WITNESS POST.
 AF7667'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AF7667'DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, 3 INCHES
 AF7667'BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8679 ***********************************************************************
 AD8679  DESIGNATION -  4026 31 002
 AD8679  PID         -  AD8679
 AD8679  STATE/COUNTY-  FL/CHARLOTTE
 AD8679  COUNTRY     -  US
 AD8679  USGS QUAD   -  BERMONT (2018)
 AD8679
 AD8679                         *CURRENT SURVEY CONTROL
 AD8679  ______________________________________________________________________
 AD8679* NAD 83(2011) POSITION- 26 56 45.45613(N) 081 45 37.79615(W)   ADJUSTED
 AD8679* NAD 83(2011) ELLIP HT-   -12.645 (meters)        (06/27/12)   ADJUSTED
 AD8679* NAD 83(2011) EPOCH   -  2010.00
 AD8679* NAVD 88 ORTHO HEIGHT -    11.8   (meters)       39.    (feet) GPS OBS
 AD8679  ______________________________________________________________________
 AD8679  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8679  GEOID HEIGHT    -        -25.280 (meters)                     GEOID93
 AD8679  GEOID HEIGHT    -        -24.406 (meters)                     GEOID18
 AD8679  NAD 83(2011) X  -    815,382.529 (meters)                     COMP
 AD8679  NAD 83(2011) Y  - -5,630,861.050 (meters)                     COMP
 AD8679  NAD 83(2011) Z  -  2,872,873.401 (meters)                     COMP
 AD8679  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 AD8679
 AD8679  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8679  Standards:
 AD8679         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8679            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8679  -------------------------------------------------------------------
 AD8679  NETWORK    1.90   3.10           0.79   0.76   1.58      0.05244500
 AD8679  -------------------------------------------------------------------
 AD8679  Click here for local accuracies and other accuracy information.
 AD8679
 AD8679.The horizontal coordinates were established by GPS observations
 AD8679.and adjusted by the National Geodetic Survey in June 2012.
 AD8679
 AD8679.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8679.been affixed to the stable North American tectonic plate. See 
 AD8679.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8679
 AD8679.The horizontal coordinates are valid at the epoch date displayed above
 AD8679.which is a decimal equivalence of Year/Month/Day.
 AD8679
 AD8679.The orthometric height was determined by GPS observations and a
 AD8679.high-resolution geoid model.
 AD8679
 AD8679.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8679.GEOID18 height accuracy estimate available here.
 AD8679
 AD8679.Click photographs - Photos may exist for this station.
 AD8679
 AD8679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8679
 AD8679.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8679
 AD8679.The ellipsoidal height was determined by GPS observations
 AD8679.and is referenced to NAD 83.
 AD8679
 AD8679. The following values were computed from the NAD 83(2011) position.
 AD8679
 AD8679;                    North         East     Units Scale Factor Converg.
 AD8679;SPC FL W     -   289,439.132   223,781.647   MT  0.99994816   +0 06 30.7
 AD8679;SPC FL W     -   949,601.55    734,190.29   sFT  0.99994816   +0 06 30.7
 AD8679;UTM  17      - 2,980,676.879   424,509.606   MT  0.99967035   -0 20 40.7
 AD8679
 AD8679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8679!SPC FL W     -   1.00000199  x   0.99994816  =   0.99995015
 AD8679!UTM  17      -   1.00000199  x   0.99967035  =   0.99967234
 AD8679
 AD8679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2450980676(NAD 83)
 AD8679
 AD8679                          SUPERSEDED SURVEY CONTROL
 AD8679
 AD8679  NAD 83(2007)-  26 56 45.45626(N)    081 45 37.79677(W) AD(2002.00) 0
 AD8679  ELLIP H (02/10/07)  -12.629  (m)                       GP(2002.00)    
 AD8679  NAD 83(1999)-  26 56 45.45642(N)    081 45 37.79700(W) AD(       ) 1
 AD8679  ELLIP H (07/06/01)  -12.626  (m)                       GP(       ) 4 2
 AD8679  NAD 83(1990)-  26 56 45.45476(N)    081 45 37.79634(W) AD(       ) 1
 AD8679  ELLIP H (11/12/93)  -12.595  (m)                       GP(       ) 4 1
 AD8679
 AD8679.Superseded values are not recommended for survey control.
 AD8679
 AD8679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8679.See file dsdata.pdf to determine how the superseded data were derived.
 AD8679
 AD8679_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8679_STAMPING: GPS 1992 4026-31-002 9273
 AD8679_MARK LOGO: FL-015
 AD8679_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8679+STABILITY: SURFACE MOTION
 AD8679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8679+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1992
 AD8679
 AD8679  HISTORY     - Date     Condition        Report By
 AD8679  HISTORY     - 1992     MONUMENTED       FL-015
 AD8679  HISTORY     - 19920919 GOOD             DENI
 AD8679  HISTORY     - 20030320 MARK NOT FOUND   FLDEP
 AD8679
 AD8679                          STATION DESCRIPTION
 AD8679
 AD8679'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8679'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8679'STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF SECTION 31, TWP 40S,
 AD8679'RGE 26E, 6.0 MI (9.7 KM) SOUTH OF THE CHARLOTTE/DE SOTO COUNTY LINE,
 AD8679'IN NORTHEAST CHARLOTTE COUNTY, 17.8 MI (28.6 KM) EAST OF PUNTA GORDA,
 AD8679'IN THE NORTHEAST QUADRANT OF THE JUNCTION OF STATE ROUTE 31 AND
 AD8679'COUNTY ROAD 74.
 AD8679'STATION IS 112.0 FT (34.1 M) EAST OF THE CENTERLINE OF STATE ROUTE 31,
 AD8679'25.2 FT (7.7 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 74, 115.4 FT
 AD8679'(35.2 M) NORTHEAST OF AN AXLE ROD AT THE CENTERLINE INTERSECTION OF
 AD8679'STATE ROUTE 31 AND COUNTY ROAD 74, 52.7 FT (16.1 M) SOUTHEAST OF A
 AD8679'CHISELED + IN THE CENTER OF A CONCRETE HEADWALL, 25.8 FT (7.9 M)
 AD8679'SOUTH OF A WITNESS POST.
 AD8679'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8679'DISK SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT, 2 INCHES
 AD8679'BELOW GROUND LEVEL.
 AD8679
 AD8679                          STATION RECOVERY (2003)
 AD8679
 AD8679'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AD8679'BROKEN CONCRETE AND STEEL REBAR PRESENT, BUT NO DISC FOUND.
 AD8679'
 AD8679'NOTE RECENT GAS PIPE LINE WENT THROUGH THIS IMMEDIATE AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8680 ***********************************************************************
 AD8680  DESIGNATION -  4027 28 001
 AD8680  PID         -  AD8680
 AD8680  STATE/COUNTY-  FL/CHARLOTTE
 AD8680  COUNTRY     -  US
 AD8680  USGS QUAD   -  TELEGRAPH SWAMP NW (2018)
 AD8680
 AD8680                         *CURRENT SURVEY CONTROL
 AD8680  ______________________________________________________________________
 AD8680* NAD 83(2011) POSITION- 26 58 28.01132(N) 081 37 36.39234(W)   ADJUSTED
 AD8680* NAD 83(2011) ELLIP HT-    -6.870 (meters)        (06/27/12)   ADJUSTED
 AD8680* NAD 83(2011) EPOCH   -  2010.00
 AD8680* NAVD 88 ORTHO HEIGHT -    17.6   (meters)       58.    (feet) GPS OBS
 AD8680  ______________________________________________________________________
 AD8680  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8680  GEOID HEIGHT    -        -25.370 (meters)                     GEOID93
 AD8680  GEOID HEIGHT    -        -24.450 (meters)                     GEOID18
 AD8680  NAD 83(2011) X  -    828,314.584 (meters)                     COMP
 AD8680  NAD 83(2011) Y  - -5,627,531.965 (meters)                     COMP
 AD8680  NAD 83(2011) Z  -  2,875,689.474 (meters)                     COMP
 AD8680  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 AD8680
 AD8680  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8680  Standards:
 AD8680         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8680            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8680  -------------------------------------------------------------------
 AD8680  NETWORK    2.58   4.17           1.13   0.96   2.13      0.13623083
 AD8680  -------------------------------------------------------------------
 AD8680  Click here for local accuracies and other accuracy information.
 AD8680
 AD8680.The horizontal coordinates were established by GPS observations
 AD8680.and adjusted by the National Geodetic Survey in June 2012.
 AD8680
 AD8680.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8680.been affixed to the stable North American tectonic plate. See 
 AD8680.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8680
 AD8680.The horizontal coordinates are valid at the epoch date displayed above
 AD8680.which is a decimal equivalence of Year/Month/Day.
 AD8680
 AD8680.The orthometric height was determined by GPS observations and a
 AD8680.high-resolution geoid model.
 AD8680
 AD8680.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8680.GEOID18 height accuracy estimate available here.
 AD8680
 AD8680.Click photographs - Photos may exist for this station.
 AD8680
 AD8680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8680
 AD8680.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8680
 AD8680.The ellipsoidal height was determined by GPS observations
 AD8680.and is referenced to NAD 83.
 AD8680
 AD8680. The following values were computed from the NAD 83(2011) position.
 AD8680
 AD8680;                    North         East     Units Scale Factor Converg.
 AD8680;SPC FL W     -   292,627.664   237,050.687   MT  0.99995812   +0 10 09.5
 AD8680;SPC FL W     -   960,062.59    777,723.80   sFT  0.99995812   +0 10 09.5
 AD8680;UTM  17      - 2,983,759.406   437,799.551   MT  0.99964776   -0 17 03.5
 AD8680
 AD8680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8680!SPC FL W     -   1.00000108  x   0.99995812  =   0.99995920
 AD8680!UTM  17      -   1.00000108  x   0.99964776  =   0.99964884
 AD8680
 AD8680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3779983759(NAD 83)
 AD8680
 AD8680                          SUPERSEDED SURVEY CONTROL
 AD8680
 AD8680  NAD 83(2007)-  26 58 28.01146(N)    081 37 36.39296(W) AD(2002.00) 0
 AD8680  ELLIP H (02/10/07)   -6.853  (m)                       GP(2002.00)    
 AD8680  NAD 83(1999)-  26 58 28.01163(N)    081 37 36.39311(W) AD(       ) 1
 AD8680  ELLIP H (07/06/01)   -6.848  (m)                       GP(       ) 4 2
 AD8680  NAD 83(1990)-  26 58 28.00997(N)    081 37 36.39239(W) AD(       ) 1
 AD8680  ELLIP H (11/12/93)   -6.856  (m)                       GP(       ) 4 1
 AD8680
 AD8680.Superseded values are not recommended for survey control.
 AD8680
 AD8680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8680.See file dsdata.pdf to determine how the superseded data were derived.
 AD8680
 AD8680_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8680_STAMPING: GPS 1992 4027-28-001 9276
 AD8680_MARK LOGO: FL-015
 AD8680_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8680+STABILITY: SURFACE MOTION
 AD8680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8680+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 AD8680
 AD8680  HISTORY     - Date     Condition        Report By
 AD8680  HISTORY     - 1992     MONUMENTED       FL-015
 AD8680  HISTORY     - 19920921 GOOD             DENI
 AD8680  HISTORY     - 20040708 GOOD             PICKET
 AD8680
 AD8680                          STATION DESCRIPTION
 AD8680
 AD8680'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8680'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8680'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 28, TWP 40S,
 AD8680'RGE 27E, 3.9 MI (6.3 KM) WEST OF THE CHARLOTTE/GLADES COUNTY LINE,
 AD8680'4.0 MI (6.4 KM) SOUTH OF THE CHARLOTTE/DE SOTO COUNTY LINE, 26.2 MI
 AD8680'(42.2 KM) EAST NORTHEAST OF PUNTA GORDA.
 AD8680'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 31 AND COUNTY ROAD
 AD8680'74 IN NORTHEAST CHARLOTTE COUNTY, GO EAST 8.2 MI (13.2 KM) ON COUNTY
 AD8680'ROAD 74 TO GOLDEN RANCHES ROAD (A GRAVEL ROAD), GO NORTH 2.0 MI
 AD8680'(3.2 KM) ON GOLDEN RANCHES ROAD TO A WIDE DRAINAGE DITCH ALONG THE
 AD8680'SOUTH EDGE OF A CITRUS GROVE AND THE STATION ON THE LEFT.
 AD8680'STATION IS 14.5 FT (4.4 M) WEST OF THE CENTERLINE OF GOLDEN RANCHES
 AD8680'ROAD, 8 FT (2.4 M) EAST OF THE CENTERLINE OF A NARROW DITCH, 49.0 FT
 AD8680'(14.9 M) SOUTH SOUTHEAST OF THE WEST END OF A 48 INCH DIAMETER
 AD8680'CULVERT PIPE, 63.4 FT (19.3 M) NORTHWEST OF THE NORTH END OF A 15
 AD8680'INCH DIAMETER CULVERT PIPE, 61 FT (18.6 M) NORTHWEST OF THE
 AD8680'CENTERLINE INTERSECTION OF GOLDEN RANCHES ROAD AND A GRAVEL DRIVE
 AD8680'LEADING EAST TO AN ABANDONED WOODEN SHACK, 2.55 FT (0.78 M) EAST OF A
 AD8680'WITNESS POST.
 AD8680'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8680'DISK SET IN TOP OF A 14 INCH ROUND CONCRETE MONUMENT, 8 INCHES BELOW
 AD8680'GROUND LEVEL.
 AD8680
 AD8680                          STATION RECOVERY (2004)
 AD8680
 AD8680'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2004 (HS)
 AD8680'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0280 ***********************************************************************
 AG0280  DESIGNATION -  403
 AG0280  PID         -  AG0280
 AG0280  STATE/COUNTY-  FL/PINELLAS
 AG0280  COUNTRY     -  US
 AG0280  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0280
 AG0280                         *CURRENT SURVEY CONTROL
 AG0280  ______________________________________________________________________
 AG0280* NAD 83(1986) POSITION- 27 47 58.     (N) 082 38 21.     (W)   SCALED
 AG0280* NAVD 88 ORTHO HEIGHT -     6.679 (meters)       21.91  (feet) ADJUSTED
 AG0280  ______________________________________________________________________
 AG0280  GEOID HEIGHT    -        -24.571 (meters)                     GEOID18
 AG0280  DYNAMIC HEIGHT  -          6.669 (meters)       21.88  (feet) COMP
 AG0280  MODELED GRAVITY -    979,176.4   (mgal)                       NAVD 88
 AG0280
 AG0280  VERT ORDER      -  SECOND    CLASS II
 AG0280
 AG0280.The horizontal coordinates were scaled from a map and have
 AG0280.an estimated accuracy of +/- 6 seconds.
 AG0280
 AG0280.The orthometric height was determined by differential leveling and
 AG0280.adjusted by the NATIONAL GEODETIC SURVEY
 AG0280.in June 1991.
 AG0280
 AG0280.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0280.GEOID18 height accuracy estimate available here.
 AG0280
 AG0280.Click photographs - Photos may exist for this station.
 AG0280
 AG0280.The dynamic height is computed by dividing the NAVD 88
 AG0280.geopotential number by the normal gravity value computed on the
 AG0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0280.degrees latitude (g = 980.6199 gals.).
 AG0280
 AG0280.The modeled gravity was interpolated from observed gravity values.
 AG0280
 AG0280;                    North         East    Units  Estimated Accuracy
 AG0280;SPC FL W     -   384,150.      137,020.      MT  (+/- 180 meters Scaled)
 AG0280
 AG0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL385760(NAD 83)
 AG0280
 AG0280                          SUPERSEDED SURVEY CONTROL
 AG0280
 AG0280  NGVD 29 (??/??/92)    6.942  (m)           22.78   (f) ADJ UNCH    2 2
 AG0280
 AG0280.Superseded values are not recommended for survey control.
 AG0280
 AG0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0280.See file dsdata.pdf to determine how the superseded data were derived.
 AG0280
 AG0280_MARKER: DD = SURVEY DISK
 AG0280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0280_SP_SET: INLET
 AG0280_STAMPING: 403
 AG0280_MARK LOGO: FLHD
 AG0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0280
 AG0280  HISTORY     - Date     Condition        Report By
 AG0280  HISTORY     - 1976     MONUMENTED       FLHD
 AG0280  HISTORY     - 1976     GOOD             NGS
 AG0280  HISTORY     - 1977     GOOD             FL-103
 AG0280  HISTORY     - 19980413 MARK NOT FOUND   USPSQD
 AG0280  HISTORY     - 20031024 MARK NOT FOUND   USPSQD
 AG0280  HISTORY     - 20070226 MARK NOT FOUND   USPSQD
 AG0280
 AG0280                          STATION DESCRIPTION
 AG0280
 AG0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0280'IN ST PETERSBURG.
 AG0280'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 687 (4TH STREET)
 AG0280'AND S.R. 686 (ROOSEVELT BLVD.).  RUN SOUTHERLY ON 4TH ST. FOR 4.55
 AG0280'MILES TO THE INTERSECTION OF 30TH AVE. N.  STATION ON LEFT, S.E.
 AG0280'CORNER, 56.5 FT. EAST OF THE CENTERLINE OF 4TH ST., 31.2 FT. SOUTH OF
 AG0280'THE CENTERLINE OF 30TH AVE. N.  SET IN THE TOP OF A CONCRETE INLET.
 AG0280'SECTION 7, T31, R17.
 AG0280
 AG0280                          STATION RECOVERY (1977)
 AG0280
 AG0280'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0280'RECOVERED IN GOOD CONDITION.
 AG0280
 AG0280                          STATION RECOVERY (1998)
 AG0280
 AG0280'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0280'MARK NOT FOUND.
 AG0280
 AG0280                          STATION RECOVERY (2003)
 AG0280
 AG0280'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG0280'THIS CORNER HAS BEEN EXTENSIVELY MODIFIED AND THE CONCRETE INLET NO
 AG0280'LONGER EXISTS.
 AG0280
 AG0280                          STATION RECOVERY (2007)
 AG0280
 AG0280'RECOVERY NOTE BY US POWER SQUADRON 2007 (HOH)
 AG0280'DRAINAGE INLET AND SIDEWALK HAS BEEN SUBSTANTIALLY RECONSTRUCTED.
 AG0280'INDICATED LOCATION IN MIDDLE OF PEDESTRIAN CROSSWALK HANDICAP RAMP.
 AG0280'BELIEVE DESTROYED AND RECOMMEND DELETING FROM FUTURE SEARCHING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0281 ***********************************************************************
 AG0281  DESIGNATION -  404
 AG0281  PID         -  AG0281
 AG0281  STATE/COUNTY-  FL/PINELLAS
 AG0281  COUNTRY     -  US
 AG0281  USGS QUAD   -  SEMINOLE (2018)
 AG0281
 AG0281                         *CURRENT SURVEY CONTROL
 AG0281  ______________________________________________________________________
 AG0281* NAD 83(1986) POSITION- 27 50 25.     (N) 082 46 59.     (W)   SCALED
 AG0281* NAVD 88 ORTHO HEIGHT -     2.225 (meters)        7.30  (feet) ADJUSTED
 AG0281  ______________________________________________________________________
 AG0281  GEOID HEIGHT    -        -24.431 (meters)                     GEOID18
 AG0281  DYNAMIC HEIGHT  -          2.222 (meters)        7.29  (feet) COMP
 AG0281  MODELED GRAVITY -    979,182.1   (mgal)                       NAVD 88
 AG0281
 AG0281  VERT ORDER      -  SECOND    CLASS II
 AG0281
 AG0281.The horizontal coordinates were scaled from a map and have
 AG0281.an estimated accuracy of +/- 6 seconds.
 AG0281
 AG0281.The orthometric height was determined by differential leveling and
 AG0281.adjusted by the NATIONAL GEODETIC SURVEY
 AG0281.in June 1991.
 AG0281
 AG0281.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0281.GEOID18 height accuracy estimate available here.
 AG0281
 AG0281.Click photographs - Photos may exist for this station.
 AG0281
 AG0281.The dynamic height is computed by dividing the NAVD 88
 AG0281.geopotential number by the normal gravity value computed on the
 AG0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0281.degrees latitude (g = 980.6199 gals.).
 AG0281
 AG0281.The modeled gravity was interpolated from observed gravity values.
 AG0281
 AG0281;                    North         East    Units  Estimated Accuracy
 AG0281;SPC FL W     -   388,760.      122,870.      MT  (+/- 180 meters Scaled)
 AG0281
 AG0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL244807(NAD 83)
 AG0281
 AG0281                          SUPERSEDED SURVEY CONTROL
 AG0281
 AG0281  NGVD 29 (??/??/92)    2.491  (m)            8.17   (f) ADJ UNCH    2 2
 AG0281
 AG0281.Superseded values are not recommended for survey control.
 AG0281
 AG0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0281.See file dsdata.pdf to determine how the superseded data were derived.
 AG0281
 AG0281_MARKER: DD = SURVEY DISK
 AG0281_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0281_SP_SET: SEAWALL
 AG0281_STAMPING: 404
 AG0281_MARK LOGO: FLHD
 AG0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0281+STABILITY: SURFACE MOTION
 AG0281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0281+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2008
 AG0281
 AG0281  HISTORY     - Date     Condition        Report By
 AG0281  HISTORY     - UNK      MONUMENTED       FLHD
 AG0281  HISTORY     - 1976     GOOD             NGS
 AG0281  HISTORY     - 1989     GOOD             USPSQD
 AG0281  HISTORY     - 20011228 GOOD             USPSQD
 AG0281  HISTORY     - 20080827 GOOD             PINCPW
 AG0281
 AG0281                          STATION DESCRIPTION
 AG0281
 AG0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0281'IN SEMINOLE.
 AG0281'TO REACH THE STATION FROM THE INTERSECTION OF SR. S-694 (74TH AVE.,
 AG0281'PARK BLVD.) AND U.S. ALT. HWY. 19 (S.R. 595, SEMINOLE BLVD.).  RUN
 AG0281'EASTERLY ON S.R. S-694 FOR 0.25 MILES.  STATION ON LEFT, 95.9 FT.
 AG0281'NORTH OF THE CENTERLINE OF 74TH AVE. N., 9.6 FT. WEST OF THE N.W.
 AG0281'CORNER OF A SINGLE STORY CONCRETE BLOCK BUILDING (SANITARY SEWER PUMP
 AG0281'STATION), 42.9 FT. NORTH OF THE BACK OF SIDEWALK, 1.0 FT. SOUTH OF THE
 AG0281'N.W. CORNER OF CONCRETE SEAWALL.  SET IN THE TOP OF A 6 IN. CONCRETE
 AG0281'SEAWALL.  SECTION 27, T30S, R15E.
 AG0281
 AG0281                          STATION RECOVERY (1989)
 AG0281
 AG0281'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0281'RECOVERED IN GOOD CONDITION.
 AG0281
 AG0281                          STATION RECOVERY (2001)
 AG0281
 AG0281'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 AG0281'RECOVERED IN GOOD CONDITION.
 AG0281
 AG0281                          STATION RECOVERY (2008)
 AG0281
 AG0281'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0281'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0282 ***********************************************************************
 AG0282  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0282  DESIGNATION -  405
 AG0282  PID         -  AG0282
 AG0282  STATE/COUNTY-  FL/PINELLAS
 AG0282  COUNTRY     -  US
 AG0282  USGS QUAD   -  SEMINOLE (2018)
 AG0282
 AG0282                         *CURRENT SURVEY CONTROL
 AG0282  ______________________________________________________________________
 AG0282* NAD 83(1986) POSITION- 27 50 25.     (N) 082 46 41.     (W)   SCALED
 AG0282* NAVD 88 ORTHO HEIGHT -     2.216 (meters)        7.27  (feet) ADJUSTED
 AG0282  ______________________________________________________________________
 AG0282  GEOID HEIGHT    -        -24.437 (meters)                     GEOID18
 AG0282  DYNAMIC HEIGHT  -          2.213 (meters)        7.26  (feet) COMP
 AG0282  MODELED GRAVITY -    979,182.0   (mgal)                       NAVD 88
 AG0282
 AG0282  VERT ORDER      -  SECOND    CLASS I
 AG0282
 AG0282.The horizontal coordinates were scaled from a map and have
 AG0282.an estimated accuracy of +/- 6 seconds.
 AG0282
 AG0282.The orthometric height was determined by differential leveling and
 AG0282.adjusted by the NATIONAL GEODETIC SURVEY
 AG0282.in June 1991.
 AG0282
 AG0282.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0282.GEOID18 height accuracy estimate available here.
 AG0282
 AG0282.This Tidal Bench Mark is designated as VM 18084
 AG0282.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0282
 AG0282.Click photographs - Photos may exist for this station.
 AG0282
 AG0282.The dynamic height is computed by dividing the NAVD 88
 AG0282.geopotential number by the normal gravity value computed on the
 AG0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0282.degrees latitude (g = 980.6199 gals.).
 AG0282
 AG0282.The modeled gravity was interpolated from observed gravity values.
 AG0282
 AG0282;                    North         East    Units  Estimated Accuracy
 AG0282;SPC FL W     -   388,750.      123,360.      MT  (+/- 180 meters Scaled)
 AG0282
 AG0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL249807(NAD 83)
 AG0282
 AG0282                          SUPERSEDED SURVEY CONTROL
 AG0282
 AG0282  NGVD 29 (??/??/92)    2.482  (m)            8.14   (f) ADJ UNCH    2 1
 AG0282
 AG0282.Superseded values are not recommended for survey control.
 AG0282
 AG0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0282.See file dsdata.pdf to determine how the superseded data were derived.
 AG0282
 AG0282_MARKER: DD = SURVEY DISK
 AG0282_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG0282_SP_SET: SEAWALL
 AG0282_STAMPING: 405
 AG0282_MARK LOGO: FL-103
 AG0282_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0282
 AG0282  HISTORY     - Date     Condition        Report By
 AG0282  HISTORY     - UNK      MONUMENTED       FL-103
 AG0282  HISTORY     - 1976     GOOD             NGS
 AG0282  HISTORY     - 1982     GOOD             FLDNR
 AG0282  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG0282  HISTORY     - 20011228 MARK NOT FOUND   USPSQD
 AG0282  HISTORY     - 20080827 GOOD             PINCPW
 AG0282
 AG0282                          STATION DESCRIPTION
 AG0282
 AG0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0282'IN SEMINOLE.
 AG0282'TO REACH THE STATION FROM THE INTERSECTION OF SR-S.694 (74TH AVE.,
 AG0282'PARK BLVD.) AND U.S. ALT. HWY. 19 (S.R. 595, SEMINOLE BLVD.).  RUN
 AG0282'EASTERLY ON S.R. S-694 FOR 0.40 MILES.  STATION ON LEFT, 102.1 FT.
 AG0282'NORTH OF THE CENTERLINE OF 74TH AVE. N.  SET IN THE TOP OF THE N.E.
 AG0282'CORNER OF A CONCRETE SEAWALL OF LAKE SEMINOLE SPILLWAY.  SECTION 27, T
 AG0282'30, R 15.
 AG0282
 AG0282                          STATION RECOVERY (1982)
 AG0282
 AG0282'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0282'RECOVERED IN GOOD CONDITION.
 AG0282
 AG0282                          STATION RECOVERY (1989)
 AG0282
 AG0282'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0282'MARK NOT FOUND.
 AG0282
 AG0282                          STATION RECOVERY (2001)
 AG0282
 AG0282'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 AG0282'MARK NOT FOUND.
 AG0282
 AG0282                          STATION RECOVERY (2008)
 AG0282
 AG0282'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0282'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0283 ***********************************************************************
 AG0283  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0283  DESIGNATION -  406
 AG0283  PID         -  AG0283
 AG0283  STATE/COUNTY-  FL/PINELLAS
 AG0283  COUNTRY     -  US
 AG0283  USGS QUAD   -  SEMINOLE (2018)
 AG0283
 AG0283                         *CURRENT SURVEY CONTROL
 AG0283  ______________________________________________________________________
 AG0283* NAD 83(1986) POSITION- 27 50 22.4    (N) 082 46 16.1    (W)   HD_HELD2
 AG0283* NAVD 88 ORTHO HEIGHT -     1.486 (meters)        4.88  (feet) ADJUSTED
 AG0283  ______________________________________________________________________
 AG0283  GEOID HEIGHT    -        -24.445 (meters)                     GEOID18
 AG0283  DYNAMIC HEIGHT  -          1.484 (meters)        4.87  (feet) COMP
 AG0283  MODELED GRAVITY -    979,181.8   (mgal)                       NAVD 88
 AG0283
 AG0283  VERT ORDER      -  SECOND    CLASS I
 AG0283
 AG0283.The horizontal coordinates were established by autonomous hand held GPS
 AG0283.observations and have an estimated accuracy of +/- 10 meters.
 AG0283
 AG0283.The orthometric height was determined by differential leveling and
 AG0283.adjusted by the NATIONAL GEODETIC SURVEY
 AG0283.in June 1991.
 AG0283
 AG0283.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0283.GEOID18 height accuracy estimate available here.
 AG0283
 AG0283.This Tidal Bench Mark is designated as VM 18085
 AG0283.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0283
 AG0283.Click photographs - Photos may exist for this station.
 AG0283
 AG0283.The dynamic height is computed by dividing the NAVD 88
 AG0283.geopotential number by the normal gravity value computed on the
 AG0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0283.degrees latitude (g = 980.6199 gals.).
 AG0283
 AG0283.The modeled gravity was interpolated from observed gravity values.
 AG0283
 AG0283;                    North         East    Units  Estimated Accuracy
 AG0283;SPC FL W     -   388,669.      124,040.      MT  (+/- 10 meters HH2 GPS)
 AG0283
 AG0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2558480688(NAD 83)
 AG0283
 AG0283                          SUPERSEDED SURVEY CONTROL
 AG0283
 AG0283  NGVD 29 (??/??/92)    1.752  (m)            5.75   (f) ADJ UNCH    2 1
 AG0283
 AG0283.Superseded values are not recommended for survey control.
 AG0283
 AG0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0283.See file dsdata.pdf to determine how the superseded data were derived.
 AG0283
 AG0283_MARKER: DD = SURVEY DISK
 AG0283_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0283_SP_SET: BOX CULVERT HEADWALL
 AG0283_STAMPING: 406
 AG0283_MARK LOGO: FL-103
 AG0283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0283+STABILITY: SURFACE MOTION
 AG0283
 AG0283  HISTORY     - Date     Condition        Report By
 AG0283  HISTORY     - UNK      MONUMENTED       FL-103
 AG0283  HISTORY     - 1976     GOOD             NGS
 AG0283  HISTORY     - 1982     GOOD             FLDNR
 AG0283  HISTORY     - 1989     GOOD             USPSQD
 AG0283  HISTORY     - 20080827 GOOD             PINCPW
 AG0283
 AG0283                          STATION DESCRIPTION
 AG0283
 AG0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0283'IN SEMINOLE.
 AG0283'TO REACH THE STATION FROM THE INTERSECTION OF SR-S694 (74TH AVE., PARK
 AG0283'BLVD.) AND U.S. ALT. HWY. 19 (S.R. 595, SEMINOLE BLVD.).  RUN EASTERLY
 AG0283'ON SR-S694 FOR 0.95 MILES.  STATION ON LEFT, 72.6 FT. NORTH OF THE
 AG0283'CENTERLINE OF 74TH AVE. N.  SET IN THE TOP OF THE N.W. CORNER OF BOX
 AG0283'CULVERT OF THE BY-PASS CANAL OUTFALL.  SECTION 26, T 30, R 15.
 AG0283
 AG0283                          STATION RECOVERY (1982)
 AG0283
 AG0283'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0283'RECOVERED IN GOOD CONDITION.
 AG0283
 AG0283                          STATION RECOVERY (1989)
 AG0283
 AG0283'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0283'RECOVERED IN GOOD CONDITION.
 AG0283
 AG0283                          STATION RECOVERY (2008)
 AG0283
 AG0283'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0283'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE5525 ***********************************************************************
 AE5525  DESIGNATION -  4067
 AE5525  PID         -  AE5525
 AE5525  STATE/COUNTY-  FL/ESCAMBIA
 AE5525  COUNTRY     -  US
 AE5525  USGS QUAD   -  CANTONMENT (2018)
 AE5525
 AE5525                         *CURRENT SURVEY CONTROL
 AE5525  ______________________________________________________________________
 AE5525* NAD 83(2011) POSITION- 30 32 07.45576(N) 087 22 26.91754(W)   ADJUSTED
 AE5525* NAD 83(2011) ELLIP HT-    -4.512 (meters)        (06/27/12)   ADJUSTED
 AE5525* NAD 83(2011) EPOCH   -  2010.00
 AE5525* NAVD 88 ORTHO HEIGHT -    23.134 (meters)       75.90  (feet) ADJUSTED
 AE5525* NAVD 88 EPOCH        -  2009.55
 AE5525  **This station is located in a suspected subsidence area (see below).
 AE5525  ______________________________________________________________________
 AE5525  GEOID HEIGHT    -        -27.662 (meters)                     GEOID18
 AE5525  NAD 83(2011) X  -    251,899.658 (meters)                     COMP
 AE5525  NAD 83(2011) Y  - -5,492,563.097 (meters)                     COMP
 AE5525  NAD 83(2011) Z  -  3,221,633.508 (meters)                     COMP
 AE5525  LAPLACE CORR    -          1.48  (seconds)                    DEFLEC18
 AE5525  DYNAMIC HEIGHT  -         23.104 (meters)       75.80  (feet) COMP
 AE5525  MODELED GRAVITY -    979,345.0   (mgal)                       NAVD 88
 AE5525
 AE5525  VERT ORDER      -  FIRST     CLASS II
 AE5525
 AE5525  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE5525  Standards:
 AE5525         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE5525            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE5525  -------------------------------------------------------------------
 AE5525  NETWORK    1.58   4.21           0.65   0.64   2.15     -0.12587885
 AE5525  -------------------------------------------------------------------
 AE5525  Click here for local accuracies and other accuracy information.
 AE5525
 AE5525.The horizontal coordinates were established by GPS observations
 AE5525.and adjusted by the National Geodetic Survey in June 2012.
 AE5525
 AE5525.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE5525.been affixed to the stable North American tectonic plate. See 
 AE5525.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE5525
 AE5525.The horizontal coordinates are valid at the epoch date displayed above
 AE5525.which is a decimal equivalence of Year/Month/Day.
 AE5525
 AE5525.** This station is in an area of known vertical motion.  Due to the
 AE5525.** variability of land subsidence, uplift, and crustal motion, NGS has,
 AE5525.** determined the orthometric heights for marks in these suspect
 AE5525.** subsidence areas should be considered valid only at the epoch date
 AE5525.** associated with the orthometric height.  These heights must always
 AE5525.** be validated when used as control.  All previously superseded
 AE5525.** orthometric heights are now considered suspect and are available
 AE5525.** in the superseded section.  NGS does not recommend using suspect
 AE5525.** or superseded heights as control.
 AE5525
 AE5525.The orthometric height was determined by differential leveling and
 AE5525.adjusted by the NATIONAL GEODETIC SURVEY
 AE5525.in July 2012.
 AE5525
 AE5525.No vertical observational check was made to the station.
 AE5525
 AE5525.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE5525.GEOID18 height accuracy estimate available here.
 AE5525
 AE5525.Click photographs - Photos may exist for this station.
 AE5525
 AE5525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5525
 AE5525.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE5525
 AE5525.The ellipsoidal height was determined by GPS observations
 AE5525.and is referenced to NAD 83.
 AE5525
 AE5525.The dynamic height is computed by dividing the NAVD 88
 AE5525.geopotential number by the normal gravity value computed on the
 AE5525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE5525.degrees latitude (g = 980.6199 gals.).
 AE5525
 AE5525.The modeled gravity was interpolated from observed gravity values.
 AE5525
 AE5525. The following values were computed from the NAD 83(2011) position.
 AE5525
 AE5525;                    North         East     Units Scale Factor Converg.
 AE5525;SPC FL N     -   173,673.887   324,223.024   MT  0.99996900   -1 26 39.6
 AE5525;SPC FL N     -   569,795.08  1,063,721.70   sFT  0.99996900   -1 26 39.6
 AE5525;UTM  16      - 3,378,174.456   464,109.853   MT  0.99961589   -0 11 24.3
 AE5525
 AE5525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5525!SPC FL N     -   1.00000071  x   0.99996900  =   0.99996971
 AE5525!UTM  16      -   1.00000071  x   0.99961589  =   0.99961660
 AE5525
 AE5525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU6410978174(NAD 83)
 AE5525
 AE5525                          SUPERSEDED SURVEY CONTROL
 AE5525
 AE5525  NAD 83(2007)-  30 32 07.45587(N)    087 22 26.91799(W) AD(       ) 0
 AE5525  ELLIP H (02/10/07)   -4.494  (m)                       GP(       )    
 AE5525  NAD 83(1999)-  30 32 07.45587(N)    087 22 26.91851(W) AD(       ) 1
 AE5525  ELLIP H (05/31/01)   -4.481  (m)                       GP(       ) 4 1
 AE5525  NAD 83(1990)-  30 32 07.45569(N)    087 22 26.91685(W) AD(       ) 1
 AE5525  ELLIP H (01/21/98)   -4.317  (m)                       GP(       ) 4 1
 AE5525  NAVD 88 (01/21/98)   23.2    (m)  GEOID96  model used  GPS OBS        
 AE5525
 AE5525.Superseded values are not recommended for survey control.
 AE5525
 AE5525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5525.See file dsdata.pdf to determine how the superseded data were derived.
 AE5525
 AE5525_MARKER: DD = SURVEY DISK
 AE5525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5525_STAMPING: ESC 4067
 AE5525_MARK LOGO: FL-113
 AE5525_PROJECTION: FLUSH
 AE5525_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AE5525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5525+STABILITY: SURFACE MOTION
 AE5525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5525+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2009
 AE5525
 AE5525  HISTORY     - Date     Condition        Report By
 AE5525  HISTORY     - 1997     MONUMENTED       BDE
 AE5525  HISTORY     - 20090211 GOOD             MAPTEC
 AE5525
 AE5525                          STATION DESCRIPTION
 AE5525
 AE5525'DESCRIBED BY BASKERVILLE DONOVAN INCORPORATED 1997 (WFB)
 AE5525'THE STATION IS LOCATED 2.3 MI (3.7 KM) EAST OF BEULAH, 5.2 MI (8.4 KM)
 AE5525'WEST OF ENSLEY.  TO REACH STATION FROM INTERSECTION OF INTERSTATE 10
 AE5525'AND U.S.  ALT 90, DRIVE WEST ON U.S.  ALT 90 FOR 1.75 MI (2.82 KM) TO
 AE5525'THE INTERSECTION OF U.S.  ALT 90 BELL RIDGE DRIVE, CONTINUE WEST FOR
 AE5525'0.60 MI (0.97 KM) TO STATION ON RIGHT.  THE STATION IS AN ESCAMBIA
 AE5525'COUNTY SURVEY DEPT.  GEODETIC CONTROL POINT DISK STAMPED
 AE5525'---ESC-4067--- SET IN A 12-INCH CONCRETE MONUMENT THAT IS 0.5 FT (15.2
 AE5525'CM) BELOW GROUND LEVEL.  27 FT (8.2 M) SOUTH FROM CENTERLINE OF U.S.
 AE5525'ALT 90.  REFERENCES--  NAIL AND REF.  PT.  LB.  0340 CAP SET IN
 AE5525'PAVEMENT ON A MAGNETIC AZIMUTH OF 22 DEGREES AT 12.41 FT (3.78 M) .
 AE5525'CAPPED IRON ROD REF. PT.  LB.  0340 SET ON A MAGNETIC AZIMUTH OF 160
 AE5525'DEGREES AT 28.20 FT (8.60 M) .  CAPPED IRON ROD REF.  PT.  LB.  0340
 AE5525'SET ON A MAGNETIC AZIMUTH OF 318 DEGREES AT 66.92 FT (20.40 M) .
 AE5525
 AE5525                          STATION RECOVERY (2009)
 AE5525
 AE5525'RECOVERY NOTE BY MAPTECH INCORPORATED 2009 (AVC)
 AE5525'RECOVERED IN GOOD CONDITION.  NOTE-MARK IS 157 FT (47.9 M) NORTHWEST
 AE5525'OF POWER POLE, 62 FT (18.9 M) SOUTHWEST OF SOUTHEAST CORNER OF
 AE5525'HEADWALL ON NORTH SIDE OF ALT.  U.  S.  90 AND 13.5 FT (4.1 M)
 AE5525'NORTHEAST OF NORTHEAST CORNER OF HEADWALL WITH TWO 8 FT (2.4 M) BOX
 AE5525'CULVERTS ON SOUTH SIDE OF ALT.  U.  S.  90.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0284 ***********************************************************************
 AG0284  DESIGNATION -  407
 AG0284  PID         -  AG0284
 AG0284  STATE/COUNTY-  FL/PINELLAS
 AG0284  COUNTRY     -  US
 AG0284  USGS QUAD   -  SEMINOLE (2018)
 AG0284
 AG0284                         *CURRENT SURVEY CONTROL
 AG0284  ______________________________________________________________________
 AG0284* NAD 83(1986) POSITION- 27 50 25.     (N) 082 45 05.     (W)   SCALED
 AG0284* NAVD 88 ORTHO HEIGHT -     3.815 (meters)       12.52  (feet) ADJUSTED
 AG0284  ______________________________________________________________________
 AG0284  GEOID HEIGHT    -        -24.472 (meters)                     GEOID18
 AG0284  DYNAMIC HEIGHT  -          3.810 (meters)       12.50  (feet) COMP
 AG0284  MODELED GRAVITY -    979,181.5   (mgal)                       NAVD 88
 AG0284
 AG0284  VERT ORDER      -  SECOND    CLASS II
 AG0284
 AG0284.The horizontal coordinates were scaled from a map and have
 AG0284.an estimated accuracy of +/- 6 seconds.
 AG0284
 AG0284.The orthometric height was determined by differential leveling and
 AG0284.adjusted by the NATIONAL GEODETIC SURVEY
 AG0284.in June 1991.
 AG0284
 AG0284.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0284.GEOID18 height accuracy estimate available here.
 AG0284
 AG0284.Click photographs - Photos may exist for this station.
 AG0284
 AG0284.The dynamic height is computed by dividing the NAVD 88
 AG0284.geopotential number by the normal gravity value computed on the
 AG0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0284.degrees latitude (g = 980.6199 gals.).
 AG0284
 AG0284.The modeled gravity was interpolated from observed gravity values.
 AG0284
 AG0284;                    North         East    Units  Estimated Accuracy
 AG0284;SPC FL W     -   388,740.      125,990.      MT  (+/- 180 meters Scaled)
 AG0284
 AG0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL275807(NAD 83)
 AG0284
 AG0284                          SUPERSEDED SURVEY CONTROL
 AG0284
 AG0284  NGVD 29 (??/??/92)    4.080  (m)           13.39   (f) ADJ UNCH    2 2
 AG0284
 AG0284.Superseded values are not recommended for survey control.
 AG0284
 AG0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0284.See file dsdata.pdf to determine how the superseded data were derived.
 AG0284
 AG0284_MARKER: DD = SURVEY DISK
 AG0284_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0284_SP_SET: BRIDGE HANDRAIL
 AG0284_STAMPING: 407
 AG0284_MARK LOGO: FL-103
 AG0284_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0284
 AG0284  HISTORY     - Date     Condition        Report By
 AG0284  HISTORY     - UNK      MONUMENTED       FL-103
 AG0284  HISTORY     - 1976     GOOD             NGS
 AG0284  HISTORY     - 1989     GOOD             USPSQD
 AG0284  HISTORY     - 20080827 GOOD             PINCPW
 AG0284
 AG0284                          STATION DESCRIPTION
 AG0284
 AG0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0284'IN SEMINOLE.
 AG0284'TO REACH THE STATION FROM THE INTERSECTION OF S.R. S-694 (74TH AVE.,
 AG0284'PARK BLVD.) AND S.R. S-695 (STARKEY ROAD).  RUN EASTERLY ON S.R. S-694
 AG0284'FOR 0.60 MILES.  STATION ON RIGHT, SET IN THE S.W. CORNER OF CONCRETE
 AG0284'HANDRAIL OF CROSS BAYOU CANAL BRIDGE.  SECTION 25, T 30, R 15.
 AG0284
 AG0284                          STATION RECOVERY (1989)
 AG0284
 AG0284'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0284'RECOVERED IN GOOD CONDITION.
 AG0284
 AG0284                          STATION RECOVERY (2008)
 AG0284
 AG0284'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0284'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0285 ***********************************************************************
 AG0285  DESIGNATION -  408
 AG0285  PID         -  AG0285
 AG0285  STATE/COUNTY-  FL/PINELLAS
 AG0285  COUNTRY     -  US
 AG0285  USGS QUAD   -  SEMINOLE (2018)
 AG0285
 AG0285                         *CURRENT SURVEY CONTROL
 AG0285  ______________________________________________________________________
 AG0285* NAD 83(1986) POSITION- 27 50 21.42   (N) 082 45 06.42   (W)   HD_HELD1
 AG0285* NAVD 88 ORTHO HEIGHT -     3.808 (meters)       12.49  (feet) ADJUSTED
 AG0285  ______________________________________________________________________
 AG0285  GEOID HEIGHT    -        -24.470 (meters)                     GEOID18
 AG0285  DYNAMIC HEIGHT  -          3.803 (meters)       12.48  (feet) COMP
 AG0285  MODELED GRAVITY -    979,181.5   (mgal)                       NAVD 88
 AG0285
 AG0285  VERT ORDER      -  SECOND    CLASS II
 AG0285
 AG0285.The horizontal coordinates were determined by differentially corrected
 AG0285.hand held GPS observations or other comparable positioning techniques
 AG0285.and have an estimated accuracy of +/- 3 meters.
 AG0285
 AG0285.The orthometric height was determined by differential leveling and
 AG0285.adjusted by the NATIONAL GEODETIC SURVEY
 AG0285.in June 1991.
 AG0285
 AG0285.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0285.GEOID18 height accuracy estimate available here.
 AG0285
 AG0285.Click photographs - Photos may exist for this station.
 AG0285
 AG0285.The dynamic height is computed by dividing the NAVD 88
 AG0285.geopotential number by the normal gravity value computed on the
 AG0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0285.degrees latitude (g = 980.6199 gals.).
 AG0285
 AG0285.The modeled gravity was interpolated from observed gravity values.
 AG0285
 AG0285;                    North         East    Units  Estimated Accuracy
 AG0285;SPC FL W     -   388,626.6     125,946.9     MT  (+/- 3 meters HH1 GPS) 
 AG0285
 AG0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2749080630(NAD 83)
 AG0285
 AG0285                          SUPERSEDED SURVEY CONTROL
 AG0285
 AG0285  NGVD 29 (??/??/92)    4.073  (m)           13.36   (f) ADJ UNCH    2 2
 AG0285
 AG0285.Superseded values are not recommended for survey control.
 AG0285
 AG0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0285.See file dsdata.pdf to determine how the superseded data were derived.
 AG0285
 AG0285_MARKER: DD = SURVEY DISK
 AG0285_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG0285_SP_SET: BRIDGE HANDRAIL
 AG0285_STAMPING: 408
 AG0285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG0285
 AG0285  HISTORY     - Date     Condition        Report By
 AG0285  HISTORY     - UNK      MONUMENTED       FL-103
 AG0285  HISTORY     - 1976     GOOD             NGS
 AG0285  HISTORY     - 1989     GOOD             USPSQD
 AG0285  HISTORY     - 20080827 GOOD             PINCPW
 AG0285
 AG0285                          STATION DESCRIPTION
 AG0285
 AG0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0285'IN SEMINOLE.
 AG0285'TO REACH THE STATION FROM THE INTERSECTION OF S.R. S-694 (74TH AVE.,
 AG0285'PARK BLVD.) AND S.R. S-695 (STARKEY ROAD).  RUN EASTERLY ON S.R. S-694
 AG0285'FOR 0.65 MILES.  STATION ON LEFT, SET IN THE N.E. CORNER OF THE
 AG0285'CONCRETE HANDRAIL OF CROSS BAYOU CANAL BRIDGE.  SECTION 25, T 30, R
 AG0285'15.
 AG0285
 AG0285                          STATION RECOVERY (1989)
 AG0285
 AG0285'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0285'RECOVERED IN GOOD CONDITION.
 AG0285
 AG0285                          STATION RECOVERY (2008)
 AG0285
 AG0285'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0286 ***********************************************************************
 AG0286  DESIGNATION -  409
 AG0286  PID         -  AG0286
 AG0286  STATE/COUNTY-  FL/PINELLAS
 AG0286  COUNTRY     -  US
 AG0286  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0286
 AG0286                         *CURRENT SURVEY CONTROL
 AG0286  ______________________________________________________________________
 AG0286* NAD 83(1986) POSITION- 27 50 19.     (N) 082 43 59.     (W)   SCALED
 AG0286* NAVD 88 ORTHO HEIGHT -     2.611 (meters)        8.57  (feet) ADJUSTED
 AG0286  ______________________________________________________________________
 AG0286  GEOID HEIGHT    -        -24.494 (meters)                     GEOID18
 AG0286  DYNAMIC HEIGHT  -          2.607 (meters)        8.55  (feet) COMP
 AG0286  MODELED GRAVITY -    979,181.1   (mgal)                       NAVD 88
 AG0286
 AG0286  VERT ORDER      -  SECOND    CLASS II
 AG0286
 AG0286.The horizontal coordinates were scaled from a map and have
 AG0286.an estimated accuracy of +/- 6 seconds.
 AG0286
 AG0286.The orthometric height was determined by differential leveling and
 AG0286.adjusted by the NATIONAL GEODETIC SURVEY
 AG0286.in June 1991.
 AG0286
 AG0286.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0286.GEOID18 height accuracy estimate available here.
 AG0286
 AG0286.Click photographs - Photos may exist for this station.
 AG0286
 AG0286.The dynamic height is computed by dividing the NAVD 88
 AG0286.geopotential number by the normal gravity value computed on the
 AG0286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0286.degrees latitude (g = 980.6199 gals.).
 AG0286
 AG0286.The modeled gravity was interpolated from observed gravity values.
 AG0286
 AG0286;                    North         East    Units  Estimated Accuracy
 AG0286;SPC FL W     -   388,540.      127,790.      MT  (+/- 180 meters Scaled)
 AG0286
 AG0286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL293805(NAD 83)
 AG0286
 AG0286                          SUPERSEDED SURVEY CONTROL
 AG0286
 AG0286  NGVD 29 (??/??/92)    2.876  (m)            9.44   (f) ADJ UNCH    2 2
 AG0286
 AG0286.Superseded values are not recommended for survey control.
 AG0286
 AG0286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0286.See file dsdata.pdf to determine how the superseded data were derived.
 AG0286
 AG0286_MARKER: DD = SURVEY DISK
 AG0286_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0286_SP_SET: BOX CULVERT HEADWALL
 AG0286_STAMPING: 409
 AG0286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0286+STABILITY: SURFACE MOTION
 AG0286
 AG0286  HISTORY     - Date     Condition        Report By
 AG0286  HISTORY     - UNK      MONUMENTED       FL-103
 AG0286  HISTORY     - 1976     GOOD             NGS
 AG0286  HISTORY     - 20080911 GOOD             PINCPW
 AG0286
 AG0286                          STATION DESCRIPTION
 AG0286
 AG0286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0286'IN SEMINOLE.
 AG0286'TO REACH THE STATION FROM THE INTERSECTION OF S.R. S-694 (74TH AVE.,
 AG0286'PARK BLVD.) AND S.R. S-695 (STARKEY ROAD).  RUN EASTERLY ON S.R. S-694
 AG0286'FOR 1.75 MILES.  STATION ON RIGHT, 63.7 FT. SOUTH OF THE CENTERLINE OF
 AG0286'74TH AVE. N., 15.4 FT. WEST OF THE EAST END OF A BOX CULVERT. SET IN
 AG0286'THE TOP OF THE BOX CULVERT.  SECTION 30, T 30, R 16.
 AG0286
 AG0286                          STATION RECOVERY (2008)
 AG0286
 AG0286'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0286'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2729 ***********************************************************************
 AQ2729  DESIGNATION -  40CMP
 AQ2729  PID         -  AQ2729
 AQ2729  STATE/COUNTY-  FL/MARION
 AQ2729  COUNTRY     -  US
 AQ2729  USGS QUAD   -  LAKE DELANCY (2018)
 AQ2729
 AQ2729                         *CURRENT SURVEY CONTROL
 AQ2729  ______________________________________________________________________
 AQ2729* NAD 83(2011) POSITION- 29 25 42.84098(N) 081 51 32.75818(W)   ADJUSTED
 AQ2729* NAD 83(2011) ELLIP HT-    13.517 (meters)        (06/27/12)   ADJUSTED
 AQ2729* NAD 83(2011) EPOCH   -  2010.00
 AQ2729* NAVD 88 ORTHO HEIGHT -    41.9   (meters)      137.    (feet) GPS OBS
 AQ2729  ______________________________________________________________________
 AQ2729  NAVD 88 orthometric height was determined with geoid model    GEOID90
 AQ2729  GEOID HEIGHT    -        -28.930 (meters)                     GEOID90
 AQ2729  GEOID HEIGHT    -        -28.189 (meters)                     GEOID18
 AQ2729  NAD 83(2011) X  -    787,292.662 (meters)                     COMP
 AQ2729  NAD 83(2011) Y  - -5,503,639.619 (meters)                     COMP
 AQ2729  NAD 83(2011) Z  -  3,115,367.566 (meters)                     COMP
 AQ2729  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 AQ2729
 AQ2729  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ2729  Standards:
 AQ2729         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ2729            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ2729  -------------------------------------------------------------------
 AQ2729  NETWORK    1.60   2.20           0.67   0.64   1.12      0.00608134
 AQ2729  -------------------------------------------------------------------
 AQ2729  Click here for local accuracies and other accuracy information.
 AQ2729
 AQ2729.The horizontal coordinates were established by GPS observations
 AQ2729.and adjusted by the National Geodetic Survey in June 2012.
 AQ2729
 AQ2729.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ2729.been affixed to the stable North American tectonic plate. See 
 AQ2729.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ2729
 AQ2729.The horizontal coordinates are valid at the epoch date displayed above
 AQ2729.which is a decimal equivalence of Year/Month/Day.
 AQ2729
 AQ2729.The orthometric height was determined by GPS observations and a
 AQ2729.high-resolution geoid model.
 AQ2729
 AQ2729.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2729.GEOID18 height accuracy estimate available here.
 AQ2729
 AQ2729.Click photographs - Photos may exist for this station.
 AQ2729
 AQ2729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2729
 AQ2729.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2729
 AQ2729.The ellipsoidal height was determined by GPS observations
 AQ2729.and is referenced to NAD 83.
 AQ2729
 AQ2729. The following values were computed from the NAD 83(2011) position.
 AQ2729
 AQ2729;                    North         East     Units Scale Factor Converg.
 AQ2729;SPC FL W     -   564,537.573   213,671.379   MT  0.99994348   +0 04 09.2
 AQ2729;SPC FL W     - 1,852,153.69    701,020.18   sFT  0.99994348   +0 04 09.2
 AQ2729;UTM  17      - 3,255,775.649   416,669.634   MT  0.99968568   -0 25 19.7
 AQ2729
 AQ2729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2729!SPC FL W     -   0.99999788  x   0.99994348  =   0.99994136
 AQ2729!UTM  17      -   0.99999788  x   0.99968568  =   0.99968356
 AQ2729
 AQ2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN1666955775(NAD 83)
 AQ2729
 AQ2729                          SUPERSEDED SURVEY CONTROL
 AQ2729
 AQ2729  NAD 83(2007)-  29 25 42.84091(N)    081 51 32.75884(W) AD(2002.00) 0
 AQ2729  ELLIP H (02/10/07)   13.538  (m)                       GP(2002.00)    
 AQ2729  NAD 83(1999)-  29 25 42.84154(N)    081 51 32.75881(W) AD(       ) 2
 AQ2729  ELLIP H (09/30/02)   13.507  (m)                       GP(       ) 4 2
 AQ2729  NAD 83(1990)-  29 25 42.83949(N)    081 51 32.75926(W) AD(       ) 2
 AQ2729  ELLIP H (03/04/92)   13.484  (m)                       GP(       ) 4 2
 AQ2729
 AQ2729.Superseded values are not recommended for survey control.
 AQ2729
 AQ2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2729.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2729
 AQ2729_MARKER: DD = SURVEY DISK
 AQ2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2729_STAMPING: 40CMP 1969 MON. RESET G.P.S. 14
 AQ2729_MARK LOGO: USGS
 AQ2729_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2729+STABILITY: SURFACE MOTION
 AQ2729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2729+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2003
 AQ2729
 AQ2729  HISTORY     - Date     Condition        Report By
 AQ2729  HISTORY     - 1969     MONUMENTED       USGS
 AQ2729  HISTORY     - 19900221 GOOD             MCGRIF
 AQ2729  HISTORY     - 20030116 GOOD             BAH
 AQ2729
 AQ2729                          STATION DESCRIPTION
 AQ2729
 AQ2729'DESCRIBED BY P C MCGRIFF COMPANY 1990
 AQ2729'THE STATION IS LOCATED IN THE OCALA NATIONAL FOREST.  NEAR THE
 AQ2729'NORTHEAST CORNER OF SECTION 26-T12S-R24E.
 AQ2729'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTERSECTION OF MARION
 AQ2729'COUNTY ROAD 315 AND MARION COUNTY ROAD 316 IN DOWNTOWN FORT MCCOY.
 AQ2729'PROCEED EASTERLY ALONG MARION COUNTY ROAD 316 FOR A DISTANCE OF 6.9
 AQ2729'MI (11.1 KM) TO FOREST ROAD NUMBER 97.  TURN LEFT AND PROCEED
 AQ2729'NORTHERLY ALONG FOREST ROAD NUMBER 97 FOR A DISTANCE OF 4.25 MI
 AQ2729'(6.84 KM) TO AN INTERSECTION WITH AN UNMARKED FOREST ROAD RUNNING
 AQ2729'EAST-WEST AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 AQ2729'INTERSECTION.  THE STATION IS A 6 INCH SQUARE CONCRETE MONUMENT WITH
 AQ2729'A USGS BRASS DISK STAMPED--MON. RESET 40CMP 1969  G.P.S. 14--.
 AQ2729'REFERENCES--
 AQ2729'KEITH AND SCHNARS NAIL AND CAP, SET IN A 4 INCH PINE TREE, WEST AT
 AQ2729'30.52 FT (9.30 M) .
 AQ2729'KEITH AND SCHNARS NAIL AND CAP, SET IN A 3 INCH PINE TREE, NORTH 37
 AQ2729'DEGREES WEST AT 43.70 FT (13.32 M) .
 AQ2729'KEITH AND SCHNARS NAIL AND CAP, SET IN A 3 INCH PINE TREE, NORTH 06
 AQ2729'DEGREES WEST AT 93.01 FT (28.35 M) .
 AQ2729'SET CARSONITE WITNESS POST WEST AT 2.0 FT (0.6 M) .
 AQ2729
 AQ2729                          STATION RECOVERY (2003)
 AQ2729
 AQ2729'RECOVERY NOTE BY BERRYMAN & HENIGAR 2003 (KAW)
 AQ2729'FOUND 8-INCH BY 8-INCH POURED CONCRETE MONUMENT WITH 4-INCH U.S.
 AQ2729'DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY BRASS DISK STAMPED 40 CMP
 AQ2729'1969.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE7518 ***********************************************************************
 AE7518  SACS        -  This is a Secondary Airport Control Station.
 AE7518  DESIGNATION -  40J A
 AE7518  PID         -  AE7518
 AE7518  STATE/COUNTY-  FL/TAYLOR
 AE7518  COUNTRY     -  US
 AE7518  USGS QUAD   -  PERRY (2018)
 AE7518
 AE7518                         *CURRENT SURVEY CONTROL
 AE7518  ______________________________________________________________________
 AE7518* NAD 83(2011) POSITION- 30 04 34.76745(N) 083 34 30.93599(W)   ADJUSTED
 AE7518* NAD 83(2011) ELLIP HT-   -15.211 (meters)        (06/27/12)   ADJUSTED
 AE7518* NAD 83(2011) EPOCH   -  2010.00
 AE7518* NAVD 88 ORTHO HEIGHT -    12.65  (meters)       41.5   (feet) GPS OBS
 AE7518  ______________________________________________________________________
 AE7518  NAVD 88 orthometric height was determined with geoid model    GEOID96
 AE7518  GEOID HEIGHT    -        -27.700 (meters)                     GEOID96
 AE7518  GEOID HEIGHT    -        -27.768 (meters)                     GEOID18
 AE7518  NAD 83(2011) X  -    618,125.610 (meters)                     COMP
 AE7518  NAD 83(2011) Y  - -5,489,315.748 (meters)                     COMP
 AE7518  NAD 83(2011) Z  -  3,177,690.546 (meters)                     COMP
 AE7518  LAPLACE CORR    -         -0.68  (seconds)                    DEFLEC18
 AE7518
 AE7518  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE7518  Standards:
 AE7518         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE7518            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE7518  -------------------------------------------------------------------
 AE7518  NETWORK    0.85   1.84           0.38   0.31   0.94     -0.08246986
 AE7518  -------------------------------------------------------------------
 AE7518  Click here for local accuracies and other accuracy information.
 AE7518
 AE7518.This mark is at Perry-Foley Airport (40J)
 AE7518
 AE7518.The horizontal coordinates were established by GPS observations
 AE7518.and adjusted by the National Geodetic Survey in June 2012.
 AE7518
 AE7518.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE7518.been affixed to the stable North American tectonic plate. See 
 AE7518.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE7518
 AE7518.The horizontal coordinates are valid at the epoch date displayed above
 AE7518.which is a decimal equivalence of Year/Month/Day.
 AE7518
 AE7518.The orthometric height was determined by GPS observations and a
 AE7518.high-resolution geoid model.
 AE7518
 AE7518.GPS derived orthometric heights for airport stations designated as
 AE7518.PACS or SACS are published to 2 decimal places.  This maintains
 AE7518.centimeter relative accuracy between the PACS and SACS.  It does
 AE7518.not indicate centimeter accuracy relative to other marks which are
 AE7518.part of the published vertical control network.
 AE7518
 AE7518.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7518.GEOID18 height accuracy estimate available here.
 AE7518
 AE7518.Click photographs - Photos may exist for this station.
 AE7518
 AE7518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7518
 AE7518.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE7518
 AE7518.The ellipsoidal height was determined by GPS observations
 AE7518.and is referenced to NAD 83.
 AE7518
 AE7518. The following values were computed from the NAD 83(2011) position.
 AE7518
 AE7518;                    North         East     Units Scale Factor Converg.
 AE7518;SPC FL N     -   119,669.117   689,150.904   MT  0.99994969   +0 27 52.9
 AE7518;SPC FL N     -   392,614.43  2,260,989.26   sFT  0.99994969   +0 27 52.9
 AE7518;UTM  17      - 3,330,039.651   251,770.518   MT  1.00036028   -1 17 28.5
 AE7518
 AE7518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7518!SPC FL N     -   1.00000239  x   0.99994969  =   0.99995208
 AE7518!UTM  17      -   1.00000239  x   1.00036028  =   1.00036267
 AE7518
 AE7518:                Primary Azimuth Mark                     Grid Az
 AE7518:SPC FL N     -  PERRYPORT                                231 33 05.9
 AE7518:UTM  17      -  PERRYPORT                                233 18 27.3
 AE7518
 AE7518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP5177030039(NAD 83)
 AE7518
 AE7518|---------------------------------------------------------------------|
 AE7518| PID    Reference Object                     Distance      Geod. Az  |
 AE7518|                                                           dddmmss.s |
 AE7518| BD2713 PERRYPORT                           437.719 METERS 2320058.8 |
 AE7518|---------------------------------------------------------------------|
 AE7518
 AE7518                          SUPERSEDED SURVEY CONTROL
 AE7518
 AE7518  NAD 83(2007)-  30 04 34.76744(N)    083 34 30.93665(W) AD(2002.00) 0
 AE7518  ELLIP H (02/10/07)  -15.183  (m)                       GP(2002.00)    
 AE7518  NAD 83(1999)-  30 04 34.76750(N)    083 34 30.93688(W) AD(       ) 1
 AE7518  ELLIP H (01/16/02)  -15.114  (m)                       GP(       ) 4 2
 AE7518  NAD 83(1990)-  30 04 34.76706(N)    083 34 30.93657(W) AD(       ) 1
 AE7518  ELLIP H (03/12/98)  -15.019  (m)                       GP(       ) 4 2
 AE7518
 AE7518.Superseded values are not recommended for survey control.
 AE7518
 AE7518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7518.See file dsdata.pdf to determine how the superseded data were derived.
 AE7518
 AE7518_MARKER: DD = SURVEY DISK
 AE7518_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE7518_STAMPING: 40J A 1995
 AE7518_MARK LOGO: NGS
 AE7518_PROJECTION: FLUSH
 AE7518_MAGNETIC: I = MARKER IS A STEEL ROD
 AE7518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7518+STABILITY: SURFACE MOTION
 AE7518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7518+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2014
 AE7518_ROD/PIPE-DEPTH: 1 meters
 AE7518
 AE7518  HISTORY     - Date     Condition        Report By
 AE7518  HISTORY     - 1995     MONUMENTED       NGS
 AE7518  HISTORY     - 20141213 GOOD             USIMAG
 AE7518
 AE7518                          STATION DESCRIPTION
 AE7518
 AE7518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AE7518'THE STATION IS LOCATED ABOUT 2.8 MI (4.5 KM) SOUTH OF PERRY, AT THE
 AE7518'PERRY-FOLEY AIRPORT, SOUTH OF THE APRON.  OWNERSHIP--TAYLOR COUNTY,
 AE7518'BOARD OF COUNTY COMMISIONERS, COURTHOUSE, PERRY, FL 32347.  COUNTY
 AE7518'COORDINATOR IS MICHEAL MATTHEWS, PHONE 904-838-3500.  FIRE CHIEF AT
 AE7518'AIRPORT IS MARTY TOMPKINS, PHONE 904-838-3522.  TO REACH THE STATION
 AE7518'FROM THE INTERSECTION OF U.S.  HIGHWAYS 27 AND 98 (HAMPTON SPRINGS
 AE7518'AVENUE) AND U.S.  HIGHWAY 19 AND ALTERNATE 27 (BYRON BUTLER PARKWAY)
 AE7518'IN PERRY, GO SOUTH AND SOUTHEAST ON U.S.  HIGHWAY 19, 98, AND
 AE7518'ALTERNATE 27 FOR 2.75 MI (4.43 KM) TO AN AIRPORT SIGN AND PAVED ROAD
 AE7518'RIGHT, JUST PAST THE FLORIDA NATIONAL GUARD ARMORY.  TURN RIGHT AND GO
 AE7518'WESTERLY ON PAVED ROAD FOR 0.55 MI (0.89 KM) TO A PAVED ROAD LEFT
 AE7518'LEADING TO TAYLOR COUNTY FIRE RESCUE.  TURN LEFT AND GO SOUTH ON PAVED
 AE7518'ROAD FOR 0.1 MI (0.2 KM) TO A GATE.  PASS THROUGH GATE AND GO SOUTH
 AE7518'ACROSS APRON AND TAXIWAY FOR 0.05 MI (0.08 KM) TO THE GRASS AND THE
 AE7518'STATION ON THE LEFT IN LINE WITH THE WEST SIDE OF THE TAYLOR COUNTY
 AE7518'FIRE RESCUE BUILDING.  THE STATION IS A 1 M (3.3 FT) FENO MARK WITH
 AE7518'LOGO CAP.  IT IS 196.5 FT (59.9 M) EAST-SOUTHEAST OF THE APPROXIMATE
 AE7518'CENTER OF THE NORTHEAST-SOUTHWEST TAXIWAY, 170.0 FT (51.8 M) SOUTH OF
 AE7518'THE APPROXIMATE CENTER OF THE EAST-WEST TAXIWAY, AND 1.4 FT (0.4 M)
 AE7518'NORTH OF A WITNESS POST.  THE STATION IS DESIGNATED AS A SECONDARY
 AE7518'AIRPORT CONTROL STATION (SACS) .
 AE7518
 AE7518                          STATION RECOVERY (2014)
 AE7518
 AE7518'RECOVERY NOTE BY US IMAGING INC 2014 (SC)
 AE7518'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4653 ***********************************************************************
 BG4653  DESIGNATION -  41
 BG4653  PID         -  BG4653
 BG4653  STATE/COUNTY-  FL/ESCAMBIA
 BG4653  COUNTRY     -  US
 BG4653  USGS QUAD   -  PENSACOLA (2018)
 BG4653
 BG4653                         *CURRENT SURVEY CONTROL
 BG4653  ______________________________________________________________________
 BG4653* NAD 83(1990) POSITION- 30 24 04.42026(N) 087 12 39.39592(W)   ADJUSTED
 BG4653* NAVD 88 ORTHO HEIGHT -          **(meters)           **(feet) NOT PUB
 BG4653  **This station is located in a suspected subsidence area (see below).
 BG4653  ______________________________________________________________________
 BG4653  GEOID HEIGHT    -        -27.411 (meters)                     GEOID18
 BG4653  LAPLACE CORR    -          0.94  (seconds)                    DEFLEC18
 BG4653  HORZ ORDER      -  THIRD
 BG4653
 BG4653.The horizontal coordinates were established by classical geodetic methods
 BG4653.and adjusted by the National Geodetic Survey in December 1992.
 BG4653
 BG4653.** This station is in an area of known vertical motion. If an
 BG4653.** orthometric height was ever established but is not available 
 BG4653.** in the current survey control section, the orthometric height
 BG4653.** is considered suspect.  Suspect heights are available in the
 BG4653.** superseded section only if requested.
 BG4653
 BG4653.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4653.GEOID18 height accuracy estimate available here.
 BG4653
 BG4653.Click photographs - Photos may exist for this station.
 BG4653
 BG4653.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG4653
 BG4653. The following values were computed from the NAD 83(1990) position.
 BG4653
 BG4653;                    North         East     Units Scale Factor Converg.
 BG4653;SPC FL N     -   158,420.252   339,525.599   MT  0.99995674   -1 21 44.3
 BG4653;SPC FL N     -   519,750.44  1,113,926.90   sFT  0.99995674   -1 21 44.3
 BG4653;UTM  16      - 3,363,264.884   479,737.323   MT  0.99960506   -0 06 24.3
 BG4653
 BG4653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4653!SPC FL N     -   1.00000373  x   0.99995674  =   0.99996047
 BG4653!UTM  16      -   1.00000373  x   0.99960506  =   0.99960879
 BG4653
 BG4653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU7973763264(NAD 83)
 BG4653
 BG4653                          SUPERSEDED SURVEY CONTROL
 BG4653
 BG4653  NAD 83(1990)-  30 24 04.43093(N)    087 12 39.39989(W) AD(       ) 3
 BG4653  NAD 83(1986)-  30 24 04.44066(N)    087 12 39.40007(W) AD(       ) 3
 BG4653
 BG4653.Superseded values are not recommended for survey control.
 BG4653
 BG4653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4653.See file dsdata.pdf to determine how the superseded data were derived.
 BG4653
 BG4653_MARKER: DD = SURVEY DISK
 BG4653_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4653_SP_SET: DOCK
 BG4653_STAMPING: 41
 BG4653_MARK LOGO: USACE
 BG4653_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4653+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2006
 BG4653
 BG4653  HISTORY     - Date     Condition        Report By
 BG4653  HISTORY     - UNK      MONUMENTED       USACE
 BG4653  HISTORY     - 1983     GOOD             CGS
 BG4653  HISTORY     - 19961111 GOOD             USPSQD
 BG4653  HISTORY     - 20060313 GOOD             USPSQD
 BG4653
 BG4653                          STATION DESCRIPTION
 BG4653
 BG4653'DESCRIBED BY COAST AND GEODETIC SURVEY 1983 (RHH)
 BG4653'THE STATION IS LOCATED IN PENSACOLA AT THE PORT AUTHORITY
 BG4653'TERMINAL ON THE SOUTHWEST CORNER OF THE DOCK.
 BG4653'
 BG4653'TO REACH THE STATION FROM THE NORTH END OF THE THREE MILE BRIDGE
 BG4653'IN PENSACOLA, GO NORTH AND WEST ON US 98 FOR 1.8 KM (1.1
 BG4653'MILES) TO THE PORT AUTHORITY ROAD ON THE LEFT.  TURN LEFT AND GO
 BG4653'1.8 KM (1.1 MILES) TO THE PORT AUTHORITY PROPERTY AND THE STATION
 BG4653'AT THE SOUTHWEST CORNER OF THE LOADING DOCK.
 BG4653'
 BG4653'THE STATION IS A STANDARD USE BENCH MARK DISK STAMPED---41 COE---,
 BG4653'SET INTO THE CORNER OF THE DOCK.
 BG4653'
 BG4653'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.63 METERS.
 BG4653
 BG4653                          STATION RECOVERY (1996)
 BG4653
 BG4653'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG4653'RECOVERED IN GOOD CONDITION.
 BG4653
 BG4653                          STATION RECOVERY (2006)
 BG4653
 BG4653'RECOVERY NOTE BY US POWER SQUADRON 2006 (SHC)
 BG4653'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1649 ***********************************************************************
 AR1649  TIDAL BM    -  This is a Tidal Bench Mark.
 AR1649  DESIGNATION -  41 ATA
 AR1649  PID         -  AR1649
 AR1649  STATE/COUNTY-  FL/DIXIE
 AR1649  COUNTRY     -  US
 AR1649  USGS QUAD   -  SHIRED ISLAND (2018)
 AR1649
 AR1649                         *CURRENT SURVEY CONTROL
 AR1649  ______________________________________________________________________
 AR1649* NAD 83(1986) POSITION- 29 23 52.61   (N) 083 12 30.93   (W)   HD_HELD1
 AR1649* NAVD 88 ORTHO HEIGHT -     3.128 (meters)       10.26  (feet) ADJUSTED
 AR1649  ______________________________________________________________________
 AR1649  GEOID HEIGHT    -        -27.710 (meters)                     GEOID18
 AR1649  DYNAMIC HEIGHT  -          3.124 (meters)       10.25  (feet) COMP
 AR1649  MODELED GRAVITY -    979,264.5   (mgal)                       NAVD 88
 AR1649
 AR1649  VERT ORDER      -  SECOND    CLASS I
 AR1649
 AR1649.The horizontal coordinates were determined by differentially corrected
 AR1649.hand held GPS observations or other comparable positioning techniques
 AR1649.and have an estimated accuracy of +/- 3 meters.
 AR1649
 AR1649.The orthometric height was determined by differential leveling and
 AR1649.adjusted by the NATIONAL GEODETIC SURVEY
 AR1649.in June 1991.
 AR1649
 AR1649.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1649.GEOID18 height accuracy estimate available here.
 AR1649
 AR1649.This Tidal Bench Mark is designated as VM 8218
 AR1649.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AR1649
 AR1649.Click photographs - Photos may exist for this station.
 AR1649
 AR1649.The dynamic height is computed by dividing the NAVD 88
 AR1649.geopotential number by the normal gravity value computed on the
 AR1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1649.degrees latitude (g = 980.6199 gals.).
 AR1649
 AR1649.The modeled gravity was interpolated from observed gravity values.
 AR1649
 AR1649;                    North         East    Units  Estimated Accuracy
 AR1649;SPC FL N     -    44,822.1     725,350.5     MT  (+/- 3 meters HH1 GPS) 
 AR1649
 AR1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKN8568454104(NAD 83)
 AR1649
 AR1649                          SUPERSEDED SURVEY CONTROL
 AR1649
 AR1649.No superseded survey control is available for this station.
 AR1649
 AR1649_STAMPING: 41 ATA 11 1951 TT
 AR1649_MARK LOGO: USGS
 AR1649_PROJECTION: PROJECTING 13 CENTIMETERS
 AR1649
 AR1649  HISTORY     - Date     Condition        Report By
 AR1649  HISTORY     - 1951     MONUMENTED       USGS
 AR1649  HISTORY     - 1985     GOOD             FLDNR
 AR1649  HISTORY     - 19940917 MARK NOT FOUND   USPSQD
 AR1649  HISTORY     - 19981112 MARK NOT FOUND   USPSQD
 AR1649  HISTORY     - 20090305 MARK NOT FOUND   FLDEP
 AR1649  HISTORY     - 20200123 MARK NOT FOUND   FLDEP
 AR1649
 AR1649                          STATION DESCRIPTION
 AR1649
 AR1649'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1649'11.5 MI SW FROM CROSS CITY.
 AR1649'BEGIN AT THE JUNCTION OF COUNTY ROAD C-351 WITH U.S. HIGHWAY 19, GO
 AR1649'8.15 MILES SOUTHWEST ON C-351 TO THE JUNCTION OF SHIRED ISLAND ROAD,
 AR1649'GO 11.0 MILES SOUTH ON SHIRED ISLAND ROAD TO THE JUNCTION OF A PAVED
 AR1649'ROAD LEADING WEST, GO 0.2 MILE WEST ON THIS PAVED ROAD TO A DIRT
 AR1649'PARKING AREA AND A DIRT ROAD CONTINUING WEST TO AN ARCHEOLOGICAL
 AR1649'SITE.  THE MARK IS AT THE ARCHEOLOGICAL SITE, 0.3 MILE WEST OF THE
 AR1649'PARKING AREA, 20 FEET NORTH OF THE SHORELINE, 33 FEET SOUTH OF THE
 AR1649'CENTERLINE OF THE TRACK ROAD, 22 FEET EAST OF A TWIN-TRUNK OAK TREE,
 AR1649'10.8 FEET SOUTHEAST OF A LARGE CEDAR TREE, AND 1 FOOT EAST OF A
 AR1649'WITNESS POST.
 AR1649
 AR1649                          STATION RECOVERY (1994)
 AR1649
 AR1649'RECOVERY NOTE BY US POWER SQUADRON 1994
 AR1649'MARK NOT FOUND.
 AR1649
 AR1649                          STATION RECOVERY (1998)
 AR1649
 AR1649'RECOVERY NOTE BY US POWER SQUADRON 1998
 AR1649'MARK NOT FOUND.
 AR1649
 AR1649                          STATION RECOVERY (2009)
 AR1649
 AR1649'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (PBM)
 AR1649'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AR1649
 AR1649                          STATION RECOVERY (2020)
 AR1649
 AR1649'RECOVERY NOTE BY FL DEPT OF ENV PRO 2020 (DLP)
 AR1649'NOT RECOVERED. A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF5188 ***********************************************************************
 DF5188  DESIGNATION -  41 CMP
 DF5188  PID         -  DF5188
 DF5188  STATE/COUNTY-  FL/MARION
 DF5188  COUNTRY     -  US
 DF5188  USGS QUAD   -  LAKE WEIR (2018)
 DF5188
 DF5188                         *CURRENT SURVEY CONTROL
 DF5188  ______________________________________________________________________
 DF5188* NAD 83(1986) POSITION- 29 04 27.     (N) 081 58 31.     (W)   SCALED
 DF5188* NAVD 88 ORTHO HEIGHT -    33.739 (meters)      110.69  (feet) ADJUSTED
 DF5188  ______________________________________________________________________
 DF5188  GEOID HEIGHT    -        -27.934 (meters)                     GEOID18
 DF5188  DYNAMIC HEIGHT  -         33.691 (meters)      110.53  (feet) COMP
 DF5188  MODELED GRAVITY -    979,227.4   (mgal)                       NAVD 88
 DF5188
 DF5188  VERT ORDER      -  SECOND    CLASS I
 DF5188
 DF5188.The horizontal coordinates were scaled from a map and have
 DF5188.an estimated accuracy of +/- 6 seconds.
 DF5188
 DF5188.The orthometric height was determined by differential leveling and
 DF5188.adjusted by the NATIONAL GEODETIC SURVEY
 DF5188.in May 2004.
 DF5188
 DF5188.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF5188.GEOID18 height accuracy estimate available here.
 DF5188
 DF5188.Click photographs - Photos may exist for this station.
 DF5188
 DF5188.The dynamic height is computed by dividing the NAVD 88
 DF5188.geopotential number by the normal gravity value computed on the
 DF5188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF5188.degrees latitude (g = 980.6199 gals.).
 DF5188
 DF5188.The modeled gravity was interpolated from observed gravity values.
 DF5188
 DF5188;                    North         East    Units  Estimated Accuracy
 DF5188;SPC FL W     -   525,250.      202,410.      MT  (+/- 180 meters Scaled)
 DF5188
 DF5188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN050165(NAD 83)
 DF5188
 DF5188                          SUPERSEDED SURVEY CONTROL
 DF5188
 DF5188.No superseded survey control is available for this station.
 DF5188
 DF5188_MARKER: DD = SURVEY DISK
 DF5188_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF5188_STAMPING: 41 CMP 1965 112 FT.
 DF5188_MARK LOGO: USACE
 DF5188_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF5188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF5188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF5188+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2006
 DF5188
 DF5188  HISTORY     - Date     Condition        Report By
 DF5188  HISTORY     - 1965     MONUMENTED       USACE
 DF5188  HISTORY     - 20010328 GOOD             FLDEP
 DF5188  HISTORY     - 20040914 GOOD             USPSQD
 DF5188  HISTORY     - 20060405 GOOD             USPSQD
 DF5188
 DF5188                          STATION DESCRIPTION
 DF5188
 DF5188'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF5188'THE MARK IS ABOUT 12.7 MI (20.4 KM) SOUTHEAST OF OCALA, 0.2 MI (0.3
 DF5188'KM) NORTHWEST OF CANDLER, IN SECTION 26, TOWNSHIP 16 SOUTH, RANGE 23
 DF5188'EAST. TO REACH THE MARK FROM THE T-JUNCTION OF COUNTY ROAD 464C (135TH
 DF5188'STREET) AND COUNTY ROAD 25 (EAST HIGHWAY 25) IN OKLAWAHA, GO
 DF5188'WEST-SOUTHWEST ON COUNTY ROAD 25 (EAST HIGHWAY 25) FOR 3.05 MI (4.91
 DF5188'KM) TO THE T-JUNCTION OF SOUTHEAST 108TH TER ROAD ON THE RIGHT, TURN
 DF5188'RIGHT ON SOUTHEAST 108TH TER ROAD AND GO NORTH-NORTHEAST FOR 2.0 MI
 DF5188'(3.2 KM) TO THE INTERSECTION OF STATE ROAD 464 (MARICAMP ROAD), TURN
 DF5188'LEFT ON STATE ROAD 464 (MARICAMP ROAD) AND GO NORTHWEST FOR 0.2 MI
 DF5188'(0.3 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A 0.6 FT (18.3
 DF5188'CM) X 0.6 FT (18.3 CM) PREFABRICATED CONCRETE POST PROJECTING 0.6 FT
 DF5188'(18.3 CM) ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH STATE
 DF5188'ROAD 464. LOCATED 71.0 FT (21.6 M) NORTHWEST OF THE APPROXIMATE CENTER
 DF5188'OF A DRIVEWAY, 52.9 FT (16.1 M) SOUTHWEST OF POWER POLE NUMBER 469902,
 DF5188'46.7 FT (14.2 M) NORTHEAST OF THE CENTERLINE OF STATE ROAD 464, 4.7 FT
 DF5188'(1.4 M) SOUTHEAST OF POWER POLE NUMBER 4028122 (120778082308) AND 0.6
 DF5188'FT (18.3 CM) SOUTHWEST OF A METAL WITNESS POST.
 DF5188
 DF5188                          STATION RECOVERY (2004)
 DF5188
 DF5188'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJM)
 DF5188'RECOVERED IN GOOD CONDITION.
 DF5188
 DF5188                          STATION RECOVERY (2006)
 DF5188
 DF5188'RECOVERY NOTE BY US POWER SQUADRON 2006 (JJM)
 DF5188'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6213 ***********************************************************************
 AE6213  DESIGNATION -  41 RDS
 AE6213  PID         -  AE6213
 AE6213  STATE/COUNTY-  FL/BREVARD
 AE6213  COUNTRY     -  US
 AE6213  USGS QUAD   -  KENANSVILLE SE (2018)
 AE6213
 AE6213                         *CURRENT SURVEY CONTROL
 AE6213  ______________________________________________________________________
 AE6213* NAD 83(1986) POSITION- 27 51 30.     (N) 080 49 10.     (W)   SCALED
 AE6213* NAVD 88 ORTHO HEIGHT -     6.880 (meters)       22.57  (feet) ADJUSTED
 AE6213  ______________________________________________________________________
 AE6213  GEOID HEIGHT    -        -27.495 (meters)                     GEOID18
 AE6213  DYNAMIC HEIGHT  -          6.870 (meters)       22.54  (feet) COMP
 AE6213  MODELED GRAVITY -    979,159.1   (mgal)                       NAVD 88
 AE6213
 AE6213  VERT ORDER      -  SECOND    CLASS I
 AE6213
 AE6213.The horizontal coordinates were scaled from a map and have
 AE6213.an estimated accuracy of +/- 6 seconds.
 AE6213
 AE6213.The orthometric height was determined by differential leveling and
 AE6213.adjusted by the NATIONAL GEODETIC SURVEY
 AE6213.in February 1998.
 AE6213
 AE6213.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6213.GEOID18 height accuracy estimate available here.
 AE6213
 AE6213.Click photographs - Photos may exist for this station.
 AE6213
 AE6213.The dynamic height is computed by dividing the NAVD 88
 AE6213.geopotential number by the normal gravity value computed on the
 AE6213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6213.degrees latitude (g = 980.6199 gals.).
 AE6213
 AE6213.The modeled gravity was interpolated from observed gravity values.
 AE6213
 AE6213;                    North         East    Units  Estimated Accuracy
 AE6213;SPC FL E     -   390,520.      217,780.      MT  (+/- 180 meters Scaled)
 AE6213
 AE6213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL177815(NAD 83)
 AE6213
 AE6213                          SUPERSEDED SURVEY CONTROL
 AE6213
 AE6213.No superseded survey control is available for this station.
 AE6213
 AE6213_MARKER: DB = BENCH MARK DISK
 AE6213_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AE6213_STAMPING: 41 RDS 1953
 AE6213_MARK LOGO: USGS
 AE6213_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6213_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AE6213_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AE6213+SATELLITE: SATELLITE OBSERVATIONS - September 14, 1995
 AE6213
 AE6213  HISTORY     - Date     Condition        Report By
 AE6213  HISTORY     - 1953     MONUMENTED       USGS
 AE6213  HISTORY     - 19950914 GOOD             FLDEP
 AE6213
 AE6213                          STATION DESCRIPTION
 AE6213
 AE6213'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6213'THE MARK IS ABOUT 10.0 MI (16.1 KM) SOUTHEAST OF KENANSVILLE IN
 AE6213'SECTION 22, TOWNSHIP 30 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM
 AE6213'THE POST OFFICE IN KENANSVILLE, GO SOUTHEAST ON U.S. HIGHWAY 441,
 AE6213'STATE ROAD 15 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 523
 AE6213'ON THE RIGHT, CONTINUE SOUTHEAST ON U.S. HIGHWAY 441, STATE ROAD 15
 AE6213'FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF FELLSMERE ROAD ON THE LEFT,
 AE6213'TURN LEFT ON FELLSMERE ROAD AND GO EAST-SOUTHEAST FOR 4.05 MI (6.52
 AE6213'KM) TO A Y-JUNCTION OF FELLSMERE ROAD ON THE RIGHT AND SIX MILE ROAD
 AE6213'ON THE LEFT, BEAR LEFT ON SIX MILE ROAD AND GO EAST-NORTHEAST FOR 3.6
 AE6213'MI (5.8 KM) TO THE ENTRANCE TO THE FAR REACH RANCH, PASS THROUGH THE
 AE6213'GATE AND CONTINUE EAST FOR 3.2 MI (5.1 KM) TO THE MARK ON THE LEFT,
 AE6213'SET IN THE TOP OF A PREFABRICATED 0.6 FT (18.3 CM) X 0.6 FT (18.3 CM)
 AE6213'SQUARE CONCRETE POST, PROJECTING 0.2 FT (6.1 CM) ABOVE THE LEVEL OF
 AE6213'THE GROUND. LOCATED 88.0 FT (26.8 M) NORTH OF AND ACROSS THE ROAD FROM
 AE6213'A BARBWIRE FENCE, 59.6 FT (18.2 M) NORTH OF THE APPROXIMATE CENTERLINE
 AE6213'OF THE ROAD, 15.3 SOUTHWEST OF A 18-INCH PINE TREE AND 1.0 FT (0.3 M)
 AE6213'NORTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL2701 ***********************************************************************
 DL2701  DESIGNATION -  41 RM
 DL2701  PID         -  DL2701
 DL2701  STATE/COUNTY-  FL/SARASOTA
 DL2701  COUNTRY     -  US
 DL2701  USGS QUAD   -  MYAKKA RIVER (2018)
 DL2701
 DL2701                         *CURRENT SURVEY CONTROL
 DL2701  ______________________________________________________________________
 DL2701* NAD 83(1986) POSITION- 27 04 43.     (N) 082 19 48.     (W)   SCALED
 DL2701* NAVD 88 ORTHO HEIGHT -     1.608 (meters)        5.28  (feet) ADJUSTED
 DL2701  ______________________________________________________________________
 DL2701  GEOID HEIGHT    -        -23.960 (meters)                     GEOID18
 DL2701  DYNAMIC HEIGHT  -          1.606 (meters)        5.27  (feet) COMP
 DL2701  MODELED GRAVITY -    979,132.3   (mgal)                       NAVD 88
 DL2701
 DL2701  VERT ORDER      -  SECOND    CLASS I
 DL2701
 DL2701.The horizontal coordinates were scaled from a map and have
 DL2701.an estimated accuracy of +/- 6 seconds.
 DL2701
 DL2701.The orthometric height was determined by differential leveling and
 DL2701.adjusted by the NATIONAL GEODETIC SURVEY
 DL2701.in July 2009.
 DL2701
 DL2701.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2701.GEOID18 height accuracy estimate available here.
 DL2701
 DL2701.Click photographs - Photos may exist for this station.
 DL2701
 DL2701.The dynamic height is computed by dividing the NAVD 88
 DL2701.geopotential number by the normal gravity value computed on the
 DL2701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2701.degrees latitude (g = 980.6199 gals.).
 DL2701
 DL2701.The modeled gravity was interpolated from observed gravity values.
 DL2701
 DL2701;                    North         East    Units  Estimated Accuracy
 DL2701;SPC FL W     -   304,160.      167,270.      MT  (+/- 180 meters Scaled)
 DL2701
 DL2701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK681958(NAD 83)
 DL2701
 DL2701                          SUPERSEDED SURVEY CONTROL
 DL2701
 DL2701.No superseded survey control is available for this station.
 DL2701
 DL2701_MARKER: DD = SURVEY DISK
 DL2701_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL2701_STAMPING: 41 RM 1972 7
 DL2701_MARK LOGO: USGS
 DL2701_PROJECTION: FLUSH
 DL2701_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL2701_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL2701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2701+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 DL2701
 DL2701  HISTORY     - Date     Condition        Report By
 DL2701  HISTORY     - 1972     MONUMENTED       USGS
 DL2701  HISTORY     - 20071009 GOOD             FLDEP
 DL2701
 DL2701                          STATION DESCRIPTION
 DL2701
 DL2701'DESCRIBED BY FL DEPT OF ENV PRO 2007 (BPJ)
 DL2701'THE MARK IS ABOUT 5.0 MI (8.0 KM) NORTHWEST OF NORTHPORT, IN SECTION
 DL2701'20, TOWNSHIP 39 SOUTH, RANGE 20 EAST.
 DL2701'
 DL2701'TO REACH THE MARK FROM THE INTERSTATE 75 OVERPASS AND STATE ROAD 777
 DL2701'(RIVER ROAD) ABOUT 6.2 MI (10.0 KM) NORTHWEST OF NORTHPORT, GO
 DL2701'SOUTHEAST ON STATE ROAD 777 (RIVER ROAD) FOR 2.4 MI (3.9 KM) TO THE
 DL2701'JUNCTION OF CENTER ROAD ON THE RIGHT AND THE MARK ON THE LEFT, SET IN
 DL2701'THE TOP OF A 5-INCH (13 CM) SQUARE CONCRETE POST FLUSH WITH THE GROUND
 DL2701'AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD 777 (RIVER
 DL2701'ROAD).
 DL2701'
 DL2701'LOCATED 61.8 FT (18.8 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DL2701'STATE ROAD 777 (RIVER ROAD), 20.0 SOUTHEAST OF THE APPROXIMATE CENTER
 DL2701'OF A METAL GATE, 2.0 FT (0.6 M) NORTHEAST OF A METAL WITNESS POST, 1.1
 DL2701'FT (0.3 M) NORTHEAST OF A POWER POLE NUMBER 5-2849-5448 AND 0.8 FT
 DL2701'(0.2 M) SOUTHWEST OF A BARB WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ6170 ***********************************************************************
 AJ6170  DESIGNATION -  41.40
 AJ6170  PID         -  AJ6170
 AJ6170  STATE/COUNTY-  FL/GLADES
 AJ6170  COUNTRY     -  US
 AJ6170  USGS QUAD   -  OKEECHOBEE (2018)
 AJ6170
 AJ6170                         *CURRENT SURVEY CONTROL
 AJ6170  ______________________________________________________________________
 AJ6170* NAD 83(1986) POSITION- 27 08 50.     (N) 080 52 21.     (W)   SCALED
 AJ6170* NAVD 88 ORTHO HEIGHT -    12.297 (meters)       40.34  (feet) ADJUSTED
 AJ6170  ______________________________________________________________________
 AJ6170  GEOID HEIGHT    -        -26.413 (meters)                     GEOID18
 AJ6170  DYNAMIC HEIGHT  -         12.278 (meters)       40.28  (feet) COMP
 AJ6170  MODELED GRAVITY -    979,084.0   (mgal)                       NAVD 88
 AJ6170
 AJ6170  VERT ORDER      -  FIRST     CLASS II
 AJ6170
 AJ6170.The horizontal coordinates were scaled from a map and have
 AJ6170.an estimated accuracy of +/- 6 seconds.
 AJ6170
 AJ6170.The orthometric height was determined by differential leveling and
 AJ6170.adjusted by the NATIONAL GEODETIC SURVEY
 AJ6170.in January 2002.
 AJ6170
 AJ6170.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6170.GEOID18 height accuracy estimate available here.
 AJ6170
 AJ6170.Click photographs - Photos may exist for this station.
 AJ6170
 AJ6170.The dynamic height is computed by dividing the NAVD 88
 AJ6170.geopotential number by the normal gravity value computed on the
 AJ6170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6170.degrees latitude (g = 980.6199 gals.).
 AJ6170
 AJ6170.The modeled gravity was interpolated from observed gravity values.
 AJ6170
 AJ6170;                    North         East    Units  Estimated Accuracy
 AJ6170;SPC FL E     -   311,720.      212,640.      MT  (+/- 180 meters Scaled)
 AJ6170
 AJ6170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL126027(NAD 83)
 AJ6170
 AJ6170                          SUPERSEDED SURVEY CONTROL
 AJ6170
 AJ6170.No superseded survey control is available for this station.
 AJ6170
 AJ6170_MARKER: DD = SURVEY DISK
 AJ6170_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ6170_SP_SET: BRIDGE GUARDRAIL
 AJ6170_STAMPING: SFWMD 41.40 GL-36 1982 BM
 AJ6170_MARK LOGO: FLSRD
 AJ6170_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6170_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ6170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6170+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2013
 AJ6170
 AJ6170  HISTORY     - Date     Condition        Report By
 AJ6170  HISTORY     - 1982     MONUMENTED
 AJ6170  HISTORY     - 20010610 GOOD             EMCINC
 AJ6170  HISTORY     - 20101207 GOOD             MCKIM
 AJ6170  HISTORY     - 20130609 GOOD             BAKER
 AJ6170
 AJ6170                          STATION DESCRIPTION
 AJ6170
 AJ6170'DESCRIBED BY EMC INCORPORATED 2001 (WJB)
 AJ6170'THE STATION IS LOCATED APPROXIMATELY 7.6 KILOMETERS (4.7 MILES)
 AJ6170'SOUTHWEST OF OKEECHOBEE, FLORIDA ON STATE ROAD 78 AT THE
 AJ6170'SOUTHWEST CORNER OF A BRIDGE OVER THE KISSIMMEE RIVER.
 AJ6170'LOCATED ON THE OKEECHOBEE QUAD TOWNSHIP 38 SOUTH, RANGE 35 EAST.
 AJ6170'
 AJ6170'OWNERSHIP   THE MARK IS ON THE HIGHWAY RIGHT OF WAY.
 AJ6170'
 AJ6170'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441
 AJ6170'AND STATE ROAD 78 IN OKEECHOBEE, FLORIDA GO SOUTHWEST ON STATE
 AJ6170'ROAD 78 FOR 7.58 KILOMETERS (4.7 MILES) TO THE MARK ON LEFT, ON THE
 AJ6170'TOP
 AJ6170'OF THE CONCRETE GUARD RAIL ON THE SOUTHWEST CORNER OF A BRIDGE
 AJ6170'OVER KISSIMMEE RIVER.
 AJ6170'
 AJ6170'THE STATION IS 0.9 METERS (3.0 FEET) ABOVE THE ROADWAY OF STATE
 AJ6170'ROAD 78, 4.7 METERS (15.4 FEET) SOUTHEAST OF THE CENTER OF STATE
 AJ6170'ROAD 78 (TWO LANE ROAD), 2.3 METERS (7.5 FEET) NORTHEAST OF THE
 AJ6170'WEST END OF THE CONCRETE GUARD RAIL.  THE MARK IS SET
 AJ6170'FLUSH WITH THE TOP OF THE CONCRETE GUARD RAIL ON THE SOUTH END
 AJ6170'OF THE WEST ABUTMENT OF THE BRIDGE.
 AJ6170
 AJ6170                          STATION RECOVERY (2010)
 AJ6170
 AJ6170'RECOVERY NOTE BY MCKIM AND CREED 2010 (CJB)
 AJ6170'RECOVERED IN GOOD CONDITION.
 AJ6170
 AJ6170                          STATION RECOVERY (2013)
 AJ6170
 AJ6170'RECOVERY NOTE BY M BAKER JR INCORPORATED 2013 (SJC)
 AJ6170'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0264 ***********************************************************************
 AG0264  DESIGNATION -  410
 AG0264  PID         -  AG0264
 AG0264  STATE/COUNTY-  FL/PINELLAS
 AG0264  COUNTRY     -  US
 AG0264  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0264
 AG0264                         *CURRENT SURVEY CONTROL
 AG0264  ______________________________________________________________________
 AG0264* NAD 83(1986) POSITION- 27 50 19.     (N) 082 43 59.     (W)   SCALED
 AG0264* NAVD 88 ORTHO HEIGHT -     2.660 (meters)        8.73  (feet) ADJUSTED
 AG0264  ______________________________________________________________________
 AG0264  GEOID HEIGHT    -        -24.494 (meters)                     GEOID18
 AG0264  DYNAMIC HEIGHT  -          2.656 (meters)        8.71  (feet) COMP
 AG0264  MODELED GRAVITY -    979,181.1   (mgal)                       NAVD 88
 AG0264
 AG0264  VERT ORDER      -  SECOND    CLASS II
 AG0264
 AG0264.The horizontal coordinates were scaled from a map and have
 AG0264.an estimated accuracy of +/- 6 seconds.
 AG0264
 AG0264.The orthometric height was determined by differential leveling and
 AG0264.adjusted by the NATIONAL GEODETIC SURVEY
 AG0264.in June 1991.
 AG0264
 AG0264.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0264.GEOID18 height accuracy estimate available here.
 AG0264
 AG0264.Click photographs - Photos may exist for this station.
 AG0264
 AG0264.The dynamic height is computed by dividing the NAVD 88
 AG0264.geopotential number by the normal gravity value computed on the
 AG0264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0264.degrees latitude (g = 980.6199 gals.).
 AG0264
 AG0264.The modeled gravity was interpolated from observed gravity values.
 AG0264
 AG0264;                    North         East    Units  Estimated Accuracy
 AG0264;SPC FL W     -   388,540.      127,790.      MT  (+/- 180 meters Scaled)
 AG0264
 AG0264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL293805(NAD 83)
 AG0264
 AG0264                          SUPERSEDED SURVEY CONTROL
 AG0264
 AG0264  NGVD 29 (??/??/92)    2.924  (m)            9.59   (f) ADJ UNCH    2 2
 AG0264
 AG0264.Superseded values are not recommended for survey control.
 AG0264
 AG0264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0264.See file dsdata.pdf to determine how the superseded data were derived.
 AG0264
 AG0264_MARKER: DD = SURVEY DISK
 AG0264_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0264_SP_SET: CULVERT HEADWALL
 AG0264_STAMPING: 410
 AG0264_MARK LOGO: FLHD
 AG0264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0264+STABILITY: SURFACE MOTION
 AG0264
 AG0264  HISTORY     - Date     Condition        Report By
 AG0264  HISTORY     - UNK      MONUMENTED       FL-103
 AG0264  HISTORY     - 1976     GOOD             NGS
 AG0264  HISTORY     - 20080911 GOOD             PINCPW
 AG0264
 AG0264                          STATION DESCRIPTION
 AG0264
 AG0264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0264'IN SEMINOLE.
 AG0264'TO REACH THE STATION FROM THE INTERSECTION OF S.R. S-694 (74TH AVE.,
 AG0264'PARK BLVD.) AND S.R. S-695 (STARKEY ROAD).  RUN EASTERLY ON S.R. S-694
 AG0264'FOR 1.75 MILES.  STATION ON LEFT, 61.8 FT. NORTH OF THE CENTERLINE OF
 AG0264'74TH AVE. N., 15.3 FT. EAST OF THE WEST END OF A BOX CULVERT. SET IN
 AG0264'THE TOP OF THE BOX CULVERT.  SECTION 30, T 30, R 16.
 AG0264
 AG0264                          STATION RECOVERY (2008)
 AG0264
 AG0264'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0264'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0255 ***********************************************************************
 AG0255  DESIGNATION -  411
 AG0255  PID         -  AG0255
 AG0255  STATE/COUNTY-  FL/PINELLAS
 AG0255  COUNTRY     -  US
 AG0255  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0255
 AG0255                         *CURRENT SURVEY CONTROL
 AG0255  ______________________________________________________________________
 AG0255* NAD 83(1986) POSITION- 27 50 19.     (N) 082 43 41.     (W)   SCALED
 AG0255* NAVD 88 ORTHO HEIGHT -     4.167 (meters)       13.67  (feet) ADJUSTED
 AG0255  ______________________________________________________________________
 AG0255  GEOID HEIGHT    -        -24.500 (meters)                     GEOID18
 AG0255  DYNAMIC HEIGHT  -          4.161 (meters)       13.65  (feet) COMP
 AG0255  MODELED GRAVITY -    979,181.0   (mgal)                       NAVD 88
 AG0255
 AG0255  VERT ORDER      -  SECOND    CLASS II
 AG0255
 AG0255.The horizontal coordinates were scaled from a map and have
 AG0255.an estimated accuracy of +/- 6 seconds.
 AG0255
 AG0255.The orthometric height was determined by differential leveling and
 AG0255.adjusted by the NATIONAL GEODETIC SURVEY
 AG0255.in June 1991.
 AG0255
 AG0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0255.GEOID18 height accuracy estimate available here.
 AG0255
 AG0255.Click photographs - Photos may exist for this station.
 AG0255
 AG0255.The dynamic height is computed by dividing the NAVD 88
 AG0255.geopotential number by the normal gravity value computed on the
 AG0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0255.degrees latitude (g = 980.6199 gals.).
 AG0255
 AG0255.The modeled gravity was interpolated from observed gravity values.
 AG0255
 AG0255;                    North         East    Units  Estimated Accuracy
 AG0255;SPC FL W     -   388,540.      128,280.      MT  (+/- 180 meters Scaled)
 AG0255
 AG0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298805(NAD 83)
 AG0255
 AG0255                          SUPERSEDED SURVEY CONTROL
 AG0255
 AG0255  NGVD 29 (??/??/92)    4.431  (m)           14.54   (f) ADJ UNCH    2 2
 AG0255
 AG0255.Superseded values are not recommended for survey control.
 AG0255
 AG0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0255.See file dsdata.pdf to determine how the superseded data were derived.
 AG0255
 AG0255_MARKER: DD = SURVEY DISK
 AG0255_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0255_SP_SET: INLET
 AG0255_STAMPING: 411
 AG0255_MARK LOGO: FLHD
 AG0255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0255+STABILITY: SURFACE MOTION
 AG0255
 AG0255  HISTORY     - Date     Condition        Report By
 AG0255  HISTORY     - UNK      MONUMENTED       FLHD
 AG0255  HISTORY     - 1976     GOOD             NGS
 AG0255  HISTORY     - 19981103 GOOD             USPSQD
 AG0255
 AG0255                          STATION DESCRIPTION
 AG0255
 AG0255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0255'IN PINELLAS PARK.
 AG0255'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0255'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693 66TH ST.).  RUN EASTERLY ON
 AG0255'S.R. 694 FOR 0.10 MILES TO THE INTERSECTION OF 65TH STREET.  STATION
 AG0255'ON RIGHT, S.W. CORNER, 49.0 FT. SOUTH OF THE CENTERLINE OF 74TH AVE.
 AG0255'N., 141.9 FT. WEST OF THE CENTERLINE OF 65TH ST.  SET IN THE TOP OF A
 AG0255'CONCRETE INLET.  SECTION 29, T30S, R16E.
 AG0255
 AG0255                          STATION RECOVERY (1998)
 AG0255
 AG0255'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0256 ***********************************************************************
 AG0256  DESIGNATION -  412
 AG0256  PID         -  AG0256
 AG0256  STATE/COUNTY-  FL/PINELLAS
 AG0256  COUNTRY     -  US
 AG0256  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0256
 AG0256                         *CURRENT SURVEY CONTROL
 AG0256  ______________________________________________________________________
 AG0256* NAD 83(1986) POSITION- 27 50 19.     (N) 082 43 23.     (W)   SCALED
 AG0256* NAVD 88 ORTHO HEIGHT -     4.440 (meters)       14.57  (feet) ADJUSTED
 AG0256  ______________________________________________________________________
 AG0256  GEOID HEIGHT    -        -24.507 (meters)                     GEOID18
 AG0256  DYNAMIC HEIGHT  -          4.433 (meters)       14.54  (feet) COMP
 AG0256  MODELED GRAVITY -    979,180.9   (mgal)                       NAVD 88
 AG0256
 AG0256  VERT ORDER      -  SECOND    CLASS II
 AG0256
 AG0256.The horizontal coordinates were scaled from a map and have
 AG0256.an estimated accuracy of +/- 6 seconds.
 AG0256
 AG0256.The orthometric height was determined by differential leveling and
 AG0256.adjusted by the NATIONAL GEODETIC SURVEY
 AG0256.in June 1991.
 AG0256
 AG0256.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0256.GEOID18 height accuracy estimate available here.
 AG0256
 AG0256.Click photographs - Photos may exist for this station.
 AG0256
 AG0256.The dynamic height is computed by dividing the NAVD 88
 AG0256.geopotential number by the normal gravity value computed on the
 AG0256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0256.degrees latitude (g = 980.6199 gals.).
 AG0256
 AG0256.The modeled gravity was interpolated from observed gravity values.
 AG0256
 AG0256;                    North         East    Units  Estimated Accuracy
 AG0256;SPC FL W     -   388,540.      128,780.      MT  (+/- 180 meters Scaled)
 AG0256
 AG0256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL303805(NAD 83)
 AG0256
 AG0256                          SUPERSEDED SURVEY CONTROL
 AG0256
 AG0256  NGVD 29 (??/??/92)    4.704  (m)           15.43   (f) ADJ UNCH    2 2
 AG0256
 AG0256.Superseded values are not recommended for survey control.
 AG0256
 AG0256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0256.See file dsdata.pdf to determine how the superseded data were derived.
 AG0256
 AG0256_MARKER: DD = SURVEY DISK
 AG0256_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0256_SP_SET: INLET
 AG0256_STAMPING: 412
 AG0256_MARK LOGO: FLHD
 AG0256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0256+STABILITY: SURFACE MOTION
 AG0256
 AG0256  HISTORY     - Date     Condition        Report By
 AG0256  HISTORY     - UNK      MONUMENTED       FLHD
 AG0256  HISTORY     - 1976     GOOD             NGS
 AG0256  HISTORY     - 19981103 GOOD             USPSQD
 AG0256  HISTORY     - 20080911 GOOD             PINCPW
 AG0256
 AG0256                          STATION DESCRIPTION
 AG0256
 AG0256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0256'IN PINELLAS PARK.
 AG0256'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0256'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.).  RUN EASTERLY ON
 AG0256'SR-694 FOR 0.35 MILES TO THE INTERSECTION OF 63RD ST.  STATION ON
 AG0256'RIGHT, S.W. CORNER, 42.0 FT. SOUTH OF THE CENTERLINE OF 74TH AVE. N.,
 AG0256'32.8 FT. WEST OF THE CENTERLINE OF 63RD ST.  SET IN THE TOP OF A
 AG0256'CONCRETE INLET.  SECTION 29, T30S, R16E.
 AG0256
 AG0256                          STATION RECOVERY (1998)
 AG0256
 AG0256'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0256'RECOVERED IN GOOD CONDITION.
 AG0256
 AG0256                          STATION RECOVERY (2008)
 AG0256
 AG0256'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0256'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9464 ***********************************************************************
 AG9464  DESIGNATION -  4120 01 002
 AG9464  PID         -  AG9464
 AG9464  STATE/COUNTY-  FL/SARASOTA
 AG9464  COUNTRY     -  US
 AG9464  USGS QUAD   -  ENGLEWOOD (2018)
 AG9464
 AG9464                         *CURRENT SURVEY CONTROL
 AG9464  ______________________________________________________________________
 AG9464* NAD 83(2011) POSITION- 26 56 42.63488(N) 082 15 20.23757(W)   ADJUSTED
 AG9464* NAD 83(2011) ELLIP HT-   -20.456 (meters)        (06/27/12)   ADJUSTED
 AG9464* NAD 83(2011) EPOCH   -  2010.00
 AG9464* NAVD 88 ORTHO HEIGHT -     3.4   (meters)       11.    (feet) GPS OBS
 AG9464  ______________________________________________________________________
 AG9464  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9464  GEOID HEIGHT    -        -24.640 (meters)                     GEOID93
 AG9464  GEOID HEIGHT    -        -23.843 (meters)                     GEOID18
 AG9464  NAD 83(2011) X  -    766,697.856 (meters)                     COMP
 AG9464  NAD 83(2011) Y  - -5,637,728.953 (meters)                     COMP
 AG9464  NAD 83(2011) Z  -  2,872,792.454 (meters)                     COMP
 AG9464  LAPLACE CORR    -         -0.57  (seconds)                    DEFLEC18
 AG9464
 AG9464  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9464  Standards:
 AG9464         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9464            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9464  -------------------------------------------------------------------
 AG9464  NETWORK    2.25   4.41           0.92   0.92   2.25      0.05804492
 AG9464  -------------------------------------------------------------------
 AG9464  Click here for local accuracies and other accuracy information.
 AG9464
 AG9464.The horizontal coordinates were established by GPS observations
 AG9464.and adjusted by the National Geodetic Survey in June 2012.
 AG9464
 AG9464.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9464.been affixed to the stable North American tectonic plate. See 
 AG9464.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9464
 AG9464.The horizontal coordinates are valid at the epoch date displayed above
 AG9464.which is a decimal equivalence of Year/Month/Day.
 AG9464
 AG9464.The orthometric height was determined by GPS observations and a
 AG9464.high-resolution geoid model.
 AG9464
 AG9464.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9464.GEOID18 height accuracy estimate available here.
 AG9464
 AG9464.Click photographs - Photos may exist for this station.
 AG9464
 AG9464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9464
 AG9464.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9464
 AG9464.The ellipsoidal height was determined by GPS observations
 AG9464.and is referenced to NAD 83.
 AG9464
 AG9464. The following values were computed from the NAD 83(2011) position.
 AG9464
 AG9464;                    North         East     Units Scale Factor Converg.
 AG9464;SPC FL W     -   289,355.437   174,617.462   MT  0.99994913   -0 06 57.0
 AG9464;SPC FL W     -   949,326.96    572,890.79   sFT  0.99994913   -0 06 57.0
 AG9464;UTM  17      - 2,980,981.985   375,356.994   MT  0.99979179   -0 34 08.6
 AG9464
 AG9464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9464!SPC FL W     -   1.00000321  x   0.99994913  =   0.99995234
 AG9464!UTM  17      -   1.00000321  x   0.99979179  =   0.99979500
 AG9464
 AG9464:                Primary Azimuth Mark                     Grid Az
 AG9464:SPC FL W     -  097                                      089 54 54.0
 AG9464:UTM  17      -  097                                      090 22 05.6
 AG9464
 AG9464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7535680981(NAD 83)
 AG9464
 AG9464|---------------------------------------------------------------------|
 AG9464| PID    Reference Object                     Distance      Geod. Az  |
 AG9464|                                                           dddmmss.s |
 AG9464| AG9530 097                                 421.989 METERS 0894757.0 |
 AG9464| AG9524 089                                 329.255 METERS 27354     |
 AG9464|---------------------------------------------------------------------|
 AG9464
 AG9464                          SUPERSEDED SURVEY CONTROL
 AG9464
 AG9464  NAD 83(2007)-  26 56 42.63498(N)    082 15 20.23817(W) AD(2002.00) 0
 AG9464  ELLIP H (02/10/07)  -20.443  (m)                       GP(2002.00)    
 AG9464  NAD 83(1999)-  26 56 42.63508(N)    082 15 20.23904(W) AD(       ) 1
 AG9464  ELLIP H (06/19/01)  -20.417  (m)                       GP(       ) 4 1
 AG9464  NAD 83(1990)-  26 56 42.63324(N)    082 15 20.23788(W) AD(       ) 1
 AG9464  ELLIP H (11/12/93)  -20.453  (m)                       GP(       ) 4 1
 AG9464
 AG9464.Superseded values are not recommended for survey control.
 AG9464
 AG9464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9464.See file dsdata.pdf to determine how the superseded data were derived.
 AG9464
 AG9464_MARKER: DH = HORIZONTAL CONTROL DISK
 AG9464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9464_STAMPING: GPS 1992 4120.01.002 9280
 AG9464_MARK LOGO: FL-015
 AG9464_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9464+STABILITY: SURFACE MOTION
 AG9464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9464+SATELLITE: SATELLITE OBSERVATIONS - September 08, 1992
 AG9464
 AG9464  HISTORY     - Date     Condition        Report By
 AG9464  HISTORY     - 1992     MONUMENTED       FL-015
 AG9464  HISTORY     - 19920818 GOOD             FL-115
 AG9464  HISTORY     - 19920908 GOOD             DENI
 AG9464  HISTORY     - 20011128 MARK NOT FOUND   USPSQD
 AG9464  HISTORY     - 20061206 MARK NOT FOUND   USPSQD
 AG9464
 AG9464                          STATION DESCRIPTION
 AG9464
 AG9464'DESCRIBED BY SARASOTA COUNTY FLORIDA 1992
 AG9464'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 776 (MCCALL
 AG9464'ROAD) AND STATE ROAD 771, GO WEST ON STATE ROAD 776 (MCCALL ROAD)
 AG9464'1.52 MI (2.45 KM) TO THE INTERSECTION OF STATE ROAD 776 TO THE
 AG9464'INTERSECTION OF DAVID BOULEVARD AND FORESMAND BOULEVARD, GO WEST ON
 AG9464'FORESMAN BOULEVARD 0.53 MI (0.85 KM) TO THE INTERSECTION OF FORESMAN
 AG9464'BOULEVARD AND JENNINGS STREET AND THE STATION THAT IS 45.0 FT
 AG9464'(13.72 M) SOUTHWEST OF THE INTERSECTION.
 AG9464'THE STATION IS A STANDARD CHARLOTTE COUNTY SURVEY DEPARTMENT (C
 AG9464'.C.S.D.) BRASS DISC SET IN CONCRETE. IT IS 51.2 FT (15.61 M) WESTERLY
 AG9464'OF A WOOD POWER POLE, AND 3.2 FT (0.98 M) NORTHEASTERLY OF A SURVEY
 AG9464'MARKER WITNESS POST.
 AG9464
 AG9464                          STATION RECOVERY (1992)
 AG9464
 AG9464'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AG9464'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9464'STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SECTION 1, TWP 41S,
 AG9464'RGE 20E, NEAR THE CHARLOTTE/SARASOTA COUNTY LINE, 12.7 MI (20.4 KM)
 AG9464'WEST OF PUNTA GORDA, 6.0 MI (9.7 KM) EAST OF ENGLEWOOD.
 AG9464'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 776 AND COUNTY ROAD
 AG9464'771 SOUTHWEST OF EL JOBEAN, GO WEST ON STATE ROUTE 776, 1.5 MI
 AG9464'(2.4 KM) TO DAVID BOULEVARD, THEN NORTH 0.85 MI (1.37 KM) TO FORESMAN
 AG9464'BOULEVARD, THEN WEST 0.5 MI (0.8 KM) TO JENNINGS STREET AND THE
 AG9464'STATION IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 AG9464'STATION IS 30.1 FT (9.2 M) SOUTH OF THE CENTERLINE OF FORESMAN
 AG9464'BOULEVARD, 30.4 FT (9.3 M) WEST OF THE CENTERLINE OF JENNINGS STREET,
 AG9464'44.5 FT (13.6 M) SOUTHWEST OF A P-K NAIL AT THE CENTERLINE
 AG9464'INTERSECTION OF FORESMAN BOULEVARD AND JENNINGS STREET, 51.7 FT
 AG9464'(15.8 M) WEST OF A POWER POLE, 3.0 FT (0.9 M) NORTHEAST OF A WITNESS
 AG9464'POST.
 AG9464'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9464'DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, 3 INCHES
 AG9464'BELOW GROUND LEVEL.
 AG9464
 AG9464                          STATION RECOVERY (2001)
 AG9464
 AG9464'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG9464'TOOK AL DIMENSIONS PLUS DETECTOR, BUT NO DISK
 AG9464
 AG9464                          STATION RECOVERY (2006)
 AG9464
 AG9464'RECOVERY NOTE BY US POWER SQUADRON 2006 (KEM)
 AG9464'MARK LOST IN NEW DRAINAGE AND FILL
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9465 ***********************************************************************
 AG9465  DESIGNATION -  4120 03 A13
 AG9465  PID         -  AG9465
 AG9465  STATE/COUNTY-  FL/CHARLOTTE
 AG9465  COUNTRY     -  US
 AG9465  USGS QUAD   -  ENGLEWOOD (2018)
 AG9465
 AG9465                         *CURRENT SURVEY CONTROL
 AG9465  ______________________________________________________________________
 AG9465* NAD 83(2011) POSITION- 26 56 44.01246(N) 082 18 16.53264(W)   ADJUSTED
 AG9465* NAD 83(2011) ELLIP HT-   -20.484 (meters)        (06/27/12)   ADJUSTED
 AG9465* NAD 83(2011) EPOCH   -  2010.00
 AG9465* NAVD 88 ORTHO HEIGHT -     3.3   (meters)       11.    (feet) GPS OBS
 AG9465  ______________________________________________________________________
 AG9465  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9465  GEOID HEIGHT    -        -24.610 (meters)                     GEOID93
 AG9465  GEOID HEIGHT    -        -23.825 (meters)                     GEOID18
 AG9465  NAD 83(2011) X  -    761,876.419 (meters)                     COMP
 AG9465  NAD 83(2011) Y  - -5,638,363.127 (meters)                     COMP
 AG9465  NAD 83(2011) Z  -  2,872,830.238 (meters)                     COMP
 AG9465  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 AG9465
 AG9465  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9465  Standards:
 AG9465         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9465            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9465  -------------------------------------------------------------------
 AG9465  NETWORK    2.08   4.10           0.84   0.86   2.09      0.04926816
 AG9465  -------------------------------------------------------------------
 AG9465  Click here for local accuracies and other accuracy information.
 AG9465
 AG9465.The horizontal coordinates were established by GPS observations
 AG9465.and adjusted by the National Geodetic Survey in June 2012.
 AG9465
 AG9465.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9465.been affixed to the stable North American tectonic plate. See 
 AG9465.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9465
 AG9465.The horizontal coordinates are valid at the epoch date displayed above
 AG9465.which is a decimal equivalence of Year/Month/Day.
 AG9465
 AG9465.The orthometric height was determined by GPS observations and a
 AG9465.high-resolution geoid model.
 AG9465
 AG9465.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9465.GEOID18 height accuracy estimate available here.
 AG9465
 AG9465.Click photographs - Photos may exist for this station.
 AG9465
 AG9465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9465
 AG9465.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9465
 AG9465.The ellipsoidal height was determined by GPS observations
 AG9465.and is referenced to NAD 83.
 AG9465
 AG9465. The following values were computed from the NAD 83(2011) position.
 AG9465
 AG9465;                    North         East     Units Scale Factor Converg.
 AG9465;SPC FL W     -   289,408.607   169,754.864   MT  0.99995247   -0 08 16.9
 AG9465;SPC FL W     -   949,501.40    556,937.42   sFT  0.99995247   -0 08 16.9
 AG9465;UTM  17      - 2,981,073.603   370,495.705   MT  0.99980704   -0 35 28.5
 AG9465
 AG9465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9465!SPC FL W     -   1.00000322  x   0.99995247  =   0.99995569
 AG9465!UTM  17      -   1.00000322  x   0.99980704  =   0.99981026
 AG9465
 AG9465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7049581073(NAD 83)
 AG9465
 AG9465                          SUPERSEDED SURVEY CONTROL
 AG9465
 AG9465  NAD 83(2007)-  26 56 44.01255(N)    082 18 16.53324(W) AD(2002.00) 0
 AG9465  ELLIP H (02/10/07)  -20.469  (m)                       GP(2002.00)    
 AG9465  NAD 83(1999)-  26 56 44.01245(N)    082 18 16.53389(W) AD(       ) 1
 AG9465  ELLIP H (07/06/01)  -20.490  (m)                       GP(       ) 4 2
 AG9465  NAD 83(1990)-  26 56 44.01083(N)    082 18 16.53310(W) AD(       ) 1
 AG9465  ELLIP H (11/12/93)  -20.481  (m)                       GP(       ) 4 1
 AG9465
 AG9465.Superseded values are not recommended for survey control.
 AG9465
 AG9465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9465.See file dsdata.pdf to determine how the superseded data were derived.
 AG9465
 AG9465_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9465_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AG9465_STAMPING: 33-34 40 20
 AG9465_MARK LOGO: FL-115
 AG9465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9465_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9465+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2011
 AG9465
 AG9465  HISTORY     - Date     Condition        Report By
 AG9465  HISTORY     - UNK      MONUMENTED
 AG9465  HISTORY     - 19921005 GOOD             DENI
 AG9465  HISTORY     - 20050513 GOOD             USPSQD
 AG9465  HISTORY     - 20110307 GOOD             GEOCAC
 AG9465
 AG9465                          STATION DESCRIPTION
 AG9465
 AG9465'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9465'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9465'STATION IS LOCATED AT THE NORTHWEST CORNER OF SECTION 3, TWP 41S, RGE
 AG9465'20E, ON THE CHARLOTTE/SARASOTA COUNTY LINE, 15.7 MI (25.3 KM) WEST OF
 AG9465'PUNTA GORDA, 3.3 MI (5.3 KM) EAST SOUTHEAST OF ENGLEWOOD.
 AG9465'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 776 AND CHARLOTTE
 AG9465'COUNTY ROAD 775 IN SOUTHEAST ENGLEWOOD, GO EASTERLY 2.65 MI
 AG9465'(4.26 KM) ON STATE ROUTE 776 TO PENNEL STREET, THEN NORTH 0.7 MI
 AG9465'(1.1 KM) TO PROSPECT AVENUE, THEN WEST 0.5 MI (0.8 KM) ON PROSPECT
 AG9465'AVENUE TO ITS END AT WIMBELDON BOULEVARD (AN UNIMPROVED DIRT ROAD),
 AG9465'THEN NORTH 0.05 MI (0.08 KM) ON DIRT ROAD TO A GATE AT THE
 AG9465'CHARLOTTE/SARASOTA COUNTY LINE AND THE STATION ON THE LEFT.
 AG9465'STATION IS 252 FT (76.8 M) NORTH OF THE CENTERLINE OF PROSPECT AVENUE
 AG9465'PROJECTED WEST, 10 FT (3.0 M) WEST OF THE CENTER OF THE GATE, 0.7 FT
 AG9465'(0.2 M) NORTH OF A FENCE, 110.6 FT (33.7 M) SOUTH SOUTHEAST OF A
 AG9465'POWER POLE, 2.4 FT (0.7 M) EAST OF A WITNESS POST.
 AG9465'STATION MARK IS A SARASOTA COUNTY 4 INCH BRASS SECTION CORNER DISK SET
 AG9465'IN TOP OF A 5 INCH SQUARE CONCRETE POST, PROJECTING 5 INCHES ABOVE
 AG9465'GROUND LEVEL.
 AG9465
 AG9465                          STATION RECOVERY (2005)
 AG9465
 AG9465'RECOVERY NOTE BY US POWER SQUADRON 2005 (JAN)
 AG9465'RECOVERED IN GOOD CONDITION.
 AG9465
 AG9465                          STATION RECOVERY (2011)
 AG9465
 AG9465'RECOVERY NOTE BY GEOCACHING 2011 (DEC)
 AG9465'THE UNIMPROVED DIRT ROAD IS NOW PAVED WINCHESTER BLVD.  GATE DOESN'T
 AG9465'EXIST.  MARK IS SE OF A FENCE FOR THE MYAKKA STATE FOREST. WITNESS
 AG9465'POST STILL EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9466 ***********************************************************************
 AG9466  DESIGNATION -  4120 14 002
 AG9466  PID         -  AG9466
 AG9466  STATE/COUNTY-  FL/CHARLOTTE
 AG9466  COUNTRY     -  US
 AG9466  USGS QUAD   -  ENGLEWOOD (2018)
 AG9466
 AG9466                         *CURRENT SURVEY CONTROL
 AG9466  ______________________________________________________________________
 AG9466* NAD 83(2011) POSITION- 26 54 16.69245(N) 082 16 20.44908(W)   ADJUSTED
 AG9466* NAD 83(2011) ELLIP HT-   -20.942 (meters)        (06/27/12)   ADJUSTED
 AG9466* NAD 83(2011) EPOCH   -  2010.00
 AG9466* NAVD 88 ORTHO HEIGHT -     2.9   (meters)       10.    (feet) GPS OBS
 AG9466  ______________________________________________________________________
 AG9466  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9466  GEOID HEIGHT    -        -24.610 (meters)                     GEOID93
 AG9466  GEOID HEIGHT    -        -23.820 (meters)                     GEOID18
 AG9466  NAD 83(2011) X  -    765,325.538 (meters)                     COMP
 AG9466  NAD 83(2011) Y  - -5,639,967.637 (meters)                     COMP
 AG9466  NAD 83(2011) Z  -  2,868,787.285 (meters)                     COMP
 AG9466  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 AG9466
 AG9466  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9466  Standards:
 AG9466         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9466            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9466  -------------------------------------------------------------------
 AG9466  NETWORK    2.21   4.14           0.90   0.91   2.11      0.05404423
 AG9466  -------------------------------------------------------------------
 AG9466  Click here for local accuracies and other accuracy information.
 AG9466
 AG9466.The horizontal coordinates were established by GPS observations
 AG9466.and adjusted by the National Geodetic Survey in June 2012.
 AG9466
 AG9466.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9466.been affixed to the stable North American tectonic plate. See 
 AG9466.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9466
 AG9466.The horizontal coordinates are valid at the epoch date displayed above
 AG9466.which is a decimal equivalence of Year/Month/Day.
 AG9466
 AG9466.The orthometric height was determined by GPS observations and a
 AG9466.high-resolution geoid model.
 AG9466
 AG9466.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9466.GEOID18 height accuracy estimate available here.
 AG9466
 AG9466.Click photographs - Photos may exist for this station.
 AG9466
 AG9466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9466
 AG9466.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9466
 AG9466.The ellipsoidal height was determined by GPS observations
 AG9466.and is referenced to NAD 83.
 AG9466
 AG9466. The following values were computed from the NAD 83(2011) position.
 AG9466
 AG9466;                    North         East     Units Scale Factor Converg.
 AG9466;SPC FL W     -   284,867.260   172,946.998   MT  0.99995021   -0 07 23.7
 AG9466;SPC FL W     -   934,602.00    567,410.28   sFT  0.99995021   -0 07 23.7
 AG9466;UTM  17      - 2,976,507.847   373,651.370   MT  0.99979708   -0 34 33.0
 AG9466
 AG9466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9466!SPC FL W     -   1.00000329  x   0.99995021  =   0.99995350
 AG9466!UTM  17      -   1.00000329  x   0.99979708  =   0.99980037
 AG9466
 AG9466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7365176507(NAD 83)
 AG9466
 AG9466                          SUPERSEDED SURVEY CONTROL
 AG9466
 AG9466  NAD 83(2007)-  26 54 16.69257(N)    082 16 20.44967(W) AD(2002.00) 0
 AG9466  ELLIP H (02/10/07)  -20.927  (m)                       GP(2002.00)    
 AG9466  NAD 83(1999)-  26 54 16.69236(N)    082 16 20.45026(W) AD(       ) 1
 AG9466  ELLIP H (07/06/01)  -20.962  (m)                       GP(       ) 4 2
 AG9466  NAD 83(1990)-  26 54 16.69075(N)    082 16 20.44949(W) AD(       ) 1
 AG9466  ELLIP H (11/12/93)  -20.952  (m)                       GP(       ) 4 1
 AG9466
 AG9466.Superseded values are not recommended for survey control.
 AG9466
 AG9466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9466.See file dsdata.pdf to determine how the superseded data were derived.
 AG9466
 AG9466_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9466_STAMPING: GPS 1992 4120-14-002
 AG9466_MARK LOGO: FL-015
 AG9466_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9466+STABILITY: SURFACE MOTION
 AG9466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9466+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1992
 AG9466
 AG9466  HISTORY     - Date     Condition        Report By
 AG9466  HISTORY     - 1992     MONUMENTED       FL-015
 AG9466  HISTORY     - 19920603 GOOD             DENI
 AG9466
 AG9466                          STATION DESCRIPTION
 AG9466
 AG9466'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9466'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9466'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 14, TWP 41S,
 AG9466'RGE 20E, 2.8 MI (4.5 KM) SOUTH OF THE CHARLOTTE/SARASOTA COUNTY LINE,
 AG9466'AT ROTONDA WEST, 5.7 MI (9.2 KM) SOUTHEAST OF ENGLEWOOD, 13.9 MI
 AG9466'(22.4 KM) WEST OF PUNTA GORDA.
 AG9466'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 776 AND CHARLOTTE
 AG9466'COUNTY ROAD 775 IN SOUTHEAST ENGLEWOOD, GO EASTERLY 4.1 MI (6.6 KM)
 AG9466'ON STATE ROUTE 776 TO SUNNYBROOK BOULEVARD, THEN SOUTH 1.2 MI
 AG9466'(1.9 KM) ON SUNNYBROOK BOULEVARD TO BOUNDARY BOULEVARD AND THE
 AG9466'BEGINNING OF ROTONDA BOULEVARD NORTH, THEN CONTINUE SOUTH ON ROTONDA
 AG9466'BOULEVARD NORTH 0.7 MI (1.1 KM) TO STATION ON THE LEFT IN THE GRASS
 AG9466'MEDIAN.
 AG9466'STATION IS 18.0 FT (5.5 M) WEST OF THE CENTERLINE OF THE NORTHBOUND
 AG9466'LANES OF ROTONDA BOULEVARD NORTH, 18.0 FT (5.5 M) EAST OF THE
 AG9466'SOUTHBOUND LANES OF ROTONDA BOULEVARD NORTH, 54 FT (16.5 M) SOUTH OF
 AG9466'THE CENTER OF AN ASPHALT MEDIAN CROSSOVER, 32.2 FT (9.8 M) SOUTH OF
 AG9466'THE SOUTH EDGE OF PAVEMENT OF THE MEDIAN CROSSOVER, 3.0 FT (0.9 M)
 AG9466'NORTH OF A WITNESS POST.
 AG9466'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9466'DISK SET IN THE TOP OF A 16 INCH ROUND CONCRETE MONUMENT, FLUSH WITH
 AG9466'GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9467 ***********************************************************************
 AG9467  DESIGNATION -  4121 03 002
 AG9467  PID         -  AG9467
 AG9467  STATE/COUNTY-  FL/CHARLOTTE
 AG9467  COUNTRY     -  US
 AG9467  USGS QUAD   -  EL JOBEAN (2018)
 AG9467
 AG9467                         *CURRENT SURVEY CONTROL
 AG9467  ______________________________________________________________________
 AG9467* NAD 83(2011) POSITION- 26 56 28.32624(N) 082 11 48.50497(W)   ADJUSTED
 AG9467* NAD 83(2011) ELLIP HT-   -22.167 (meters)        (06/27/12)   ADJUSTED
 AG9467* NAD 83(2011) EPOCH   -  2010.00
 AG9467* NAVD 88 ORTHO HEIGHT -     1.7   (meters)        6.    (feet) GPS OBS
 AG9467  ______________________________________________________________________
 AG9467  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9467  GEOID HEIGHT    -        -24.690 (meters)                     GEOID93
 AG9467  GEOID HEIGHT    -        -23.878 (meters)                     GEOID18
 AG9467  NAD 83(2011) X  -    772,511.514 (meters)                     COMP
 AG9467  NAD 83(2011) Y  - -5,637,135.148 (meters)                     COMP
 AG9467  NAD 83(2011) Z  -  2,872,399.084 (meters)                     COMP
 AG9467  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 AG9467
 AG9467  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9467  Standards:
 AG9467         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9467            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9467  -------------------------------------------------------------------
 AG9467  NETWORK    1.96   3.70           0.80   0.80   1.89      0.06462695
 AG9467  -------------------------------------------------------------------
 AG9467  Click here for local accuracies and other accuracy information.
 AG9467
 AG9467.The horizontal coordinates were established by GPS observations
 AG9467.and adjusted by the National Geodetic Survey in June 2012.
 AG9467
 AG9467.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9467.been affixed to the stable North American tectonic plate. See 
 AG9467.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9467
 AG9467.The horizontal coordinates are valid at the epoch date displayed above
 AG9467.which is a decimal equivalence of Year/Month/Day.
 AG9467
 AG9467.The orthometric height was determined by GPS observations and a
 AG9467.high-resolution geoid model.
 AG9467
 AG9467.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9467.GEOID18 height accuracy estimate available here.
 AG9467
 AG9467.Click photographs - Photos may exist for this station.
 AG9467
 AG9467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9467
 AG9467.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9467
 AG9467.The ellipsoidal height was determined by GPS observations
 AG9467.and is referenced to NAD 83.
 AG9467
 AG9467. The following values were computed from the NAD 83(2011) position.
 AG9467
 AG9467;                    North         East     Units Scale Factor Converg.
 AG9467;SPC FL W     -   288,904.614   180,456.927   MT  0.99994589   -0 05 21.0
 AG9467;SPC FL W     -   947,847.89    592,049.10   sFT  0.99994589   -0 05 21.0
 AG9467;UTM  17      - 2,980,485.072   381,191.750   MT  0.99977425   -0 32 32.3
 AG9467
 AG9467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9467!SPC FL W     -   1.00000348  x   0.99994589  =   0.99994937
 AG9467!UTM  17      -   1.00000348  x   0.99977425  =   0.99977773
 AG9467
 AG9467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8119180485(NAD 83)
 AG9467
 AG9467                          SUPERSEDED SURVEY CONTROL
 AG9467
 AG9467  NAD 83(2007)-  26 56 28.32634(N)    082 11 48.50558(W) AD(2002.00) 0
 AG9467  ELLIP H (02/10/07)  -22.151  (m)                       GP(2002.00)    
 AG9467  NAD 83(1999)-  26 56 28.32627(N)    082 11 48.50614(W) AD(       ) 1
 AG9467  ELLIP H (07/06/01)  -22.169  (m)                       GP(       ) 4 2
 AG9467  NAD 83(1990)-  26 56 28.32465(N)    082 11 48.50536(W) AD(       ) 1
 AG9467  ELLIP H (11/12/93)  -22.160  (m)                       GP(       ) 4 1
 AG9467
 AG9467.Superseded values are not recommended for survey control.
 AG9467
 AG9467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9467.See file dsdata.pdf to determine how the superseded data were derived.
 AG9467
 AG9467_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9467_STAMPING: GPS 1992 4121-03-002 9291
 AG9467_MARK LOGO: FL-015
 AG9467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9467+STABILITY: SURFACE MOTION
 AG9467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9467+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1992
 AG9467
 AG9467  HISTORY     - Date     Condition        Report By
 AG9467  HISTORY     - 1992     MONUMENTED       FL-015
 AG9467  HISTORY     - 19920909 GOOD             DENI
 AG9467
 AG9467                          STATION DESCRIPTION
 AG9467
 AG9467'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9467'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9467'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SECTION 3, TWP 41S, RGE
 AG9467'21E, 9.0 MI (14.5 KM) WEST OF PUNTA GORDA, 9.4 MI (15.1 KM) EAST OF
 AG9467'ENGLEWOOD.
 AG9467'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 776 AND COUNTY ROAD
 AG9467'771, SOUTHWEST OF EL JOBEAN, GO NORTHEASTERLY 0.4 MI (0.6 KM) ON
 AG9467'STATE ROUTE 776 ALONG A CURVE TO THE LEFT (NORTH) TO A GRAVEL ROAD
 AG9467'(LOCALLY KNOWN AS CATTLE DOCK ROAD) LEADING EAST, THEN EAST 1.2 MI
 AG9467'(1.9 KM) ON GRAVEL ROAD TO A LOCKED GATE JUST WEST OF A --T--
 AG9467'INTERSECTION, THEN THROUGH GATE AND NORTHERLY 0.3 MI (0.5 KM) ON
 AG9467'GRAVEL ROAD TO A BOAT LOCK COMPLEX AND THE STATION ON THE RIGHT.
 AG9467'--NOTE-- CHARLOTTE COUNTY SURVEY DEPARTMENT HAS KEY TO GATE.
 AG9467'CONTACT THEM AT (813)639-4101.
 AG9467'STATION IS 65 FT (19.8 M) NORTHEAST OF THE CENTERLINE OF THE GRAVEL
 AG9467'ROAD, 2.0 FT (0.6 M) SOUTHWEST OF THE SOUTH CORNER OF A CONCRETE
 AG9467'SIDEWALK, 15.6 FT (4.8 M) SOUTHEAST OF THE SEAWALL FACE, 32.5 FT
 AG9467'(9.9 M) NORTHWEST OF THE NORTH CORNER OF A BUILDING, 31.8 FT (9.7 M)
 AG9467'NORTH NORTHWEST OF THE WEST CORNER OF THE BUILDING, 3.0 FT (0.9 M)
 AG9467'WEST OF A WITNESS POST.
 AG9467'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9467'DISK SET IN TOP OF A 13 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW
 AG9467'GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9468 ***********************************************************************
 AG9468  DESIGNATION -  4121 26 002
 AG9468  PID         -  AG9468
 AG9468  STATE/COUNTY-  FL/CHARLOTTE
 AG9468  COUNTRY     -  US
 AG9468  USGS QUAD   -  PUNTA GORDA SW (2018)
 AG9468
 AG9468                         *CURRENT SURVEY CONTROL
 AG9468  ______________________________________________________________________
 AG9468* NAD 83(2011) POSITION- 26 52 24.84464(N) 082 10 42.31680(W)   ADJUSTED
 AG9468* NAD 83(2011) ELLIP HT-   -22.381 (meters)        (06/27/12)   ADJUSTED
 AG9468* NAD 83(2011) EPOCH   -  2010.00
 AG9468* NAVD 88 ORTHO HEIGHT -     1.5   (meters)        5.    (feet) GPS OBS
 AG9468  ______________________________________________________________________
 AG9468  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9468  GEOID HEIGHT    -        -24.660 (meters)                     GEOID93
 AG9468  GEOID HEIGHT    -        -23.846 (meters)                     GEOID18
 AG9468  NAD 83(2011) X  -    774,781.873 (meters)                     COMP
 AG9468  NAD 83(2011) Y  - -5,640,246.605 (meters)                     COMP
 AG9468  NAD 83(2011) Z  -  2,865,716.351 (meters)                     COMP
 AG9468  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 AG9468
 AG9468  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9468  Standards:
 AG9468         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9468            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9468  -------------------------------------------------------------------
 AG9468  NETWORK    2.28   3.82           0.95   0.91   1.95      0.11415453
 AG9468  -------------------------------------------------------------------
 AG9468  Click here for local accuracies and other accuracy information.
 AG9468
 AG9468.The horizontal coordinates were established by GPS observations
 AG9468.and adjusted by the National Geodetic Survey in June 2012.
 AG9468
 AG9468.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9468.been affixed to the stable North American tectonic plate. See 
 AG9468.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9468
 AG9468.The horizontal coordinates are valid at the epoch date displayed above
 AG9468.which is a decimal equivalence of Year/Month/Day.
 AG9468
 AG9468.The orthometric height was determined by GPS observations and a
 AG9468.high-resolution geoid model.
 AG9468
 AG9468.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9468.GEOID18 height accuracy estimate available here.
 AG9468
 AG9468.Click photographs - Photos may exist for this station.
 AG9468
 AG9468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9468
 AG9468.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9468
 AG9468.The ellipsoidal height was determined by GPS observations
 AG9468.and is referenced to NAD 83.
 AG9468
 AG9468. The following values were computed from the NAD 83(2011) position.
 AG9468
 AG9468;                    North         East     Units Scale Factor Converg.
 AG9468;SPC FL W     -   281,408.363   182,272.074   MT  0.99994505   -0 04 50.3
 AG9468;SPC FL W     -   923,253.94    598,004.30   sFT  0.99994505   -0 04 50.3
 AG9468;UTM  17      - 2,972,976.021   382,947.319   MT  0.99976914   -0 31 57.8
 AG9468
 AG9468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9468!SPC FL W     -   1.00000352  x   0.99994505  =   0.99994857
 AG9468!UTM  17      -   1.00000352  x   0.99976914  =   0.99977266
 AG9468
 AG9468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8294772976(NAD 83)
 AG9468
 AG9468                          SUPERSEDED SURVEY CONTROL
 AG9468
 AG9468  NAD 83(2007)-  26 52 24.84476(N)    082 10 42.31740(W) AD(2002.00) 0
 AG9468  ELLIP H (02/10/07)  -22.365  (m)                       GP(2002.00)    
 AG9468  NAD 83(1999)-  26 52 24.84459(N)    082 10 42.31786(W) AD(       ) 1
 AG9468  ELLIP H (07/06/01)  -22.398  (m)                       GP(       ) 4 2
 AG9468  NAD 83(1990)-  26 52 24.84301(N)    082 10 42.31714(W) AD(       ) 1
 AG9468  ELLIP H (11/12/93)  -22.384  (m)                       GP(       ) 4 1
 AG9468
 AG9468.Superseded values are not recommended for survey control.
 AG9468
 AG9468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9468.See file dsdata.pdf to determine how the superseded data were derived.
 AG9468
 AG9468_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9468_STAMPING: GPS 1992 4121-26-002
 AG9468_MARK LOGO: FL-015
 AG9468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9468+STABILITY: SURFACE MOTION
 AG9468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9468+SATELLITE: SATELLITE OBSERVATIONS - June 04, 1992
 AG9468
 AG9468  HISTORY     - Date     Condition        Report By
 AG9468  HISTORY     - 1992     MONUMENTED       FL-015
 AG9468  HISTORY     - 19920604 GOOD             DENI
 AG9468
 AG9468                          STATION DESCRIPTION
 AG9468
 AG9468'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9468'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9468'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 26, TWP 41S,
 AG9468'RGE 21E, 9.0 MI (14.5 KM) WEST SOUTHWEST OF PUNTA GORDA, 0.85 MI
 AG9468'(1.37 KM) WEST SOUTHWEST OF THE WESTERLY SHORE OF CHARLOTTE HARBOR.
 AG9468'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 776 AND COUNTY ROAD
 AG9468'771, SOUTH OF EL JOBEAN, GO SOUTHERLY 3.9 MI (6.3 KM) ON COUNTY ROAD
 AG9468'771 TO APPLETON BOULEVARD, THEN EAST 3.4 MI (5.5 KM) TO OAKVILLE
 AG9468'STREET, THEN SOUTH 0.3 MI (0.5 KM) TO LIGGET CIRCLE, THEN EAST, THEN
 AG9468'SOUTHEAST 0.2 MI (0.3 KM) ON LIGGET CIRCLE TO CUP COURT, THEN
 AG9468'EASTERLY ABOUT 125 FT (38.1 M) ON CUP COURT TO THE CUL-DE-SAC AND THE
 AG9468'STATION.
 AG9468'STATION IS NEAR THE RADIUS POINT OF THE CUL-DE-SAC ON THE CENTERLINE
 AG9468'OF CUP COURT, 126.5 FT (38.6 M) EAST SOUTHEAST OF THE CENTERLINE
 AG9468'INTERSECTION OF LIGGET CIRCLE AND CUP COURT, 19.4 FT (5.9 M) SOUTH OF
 AG9468'THE INSIDE EDGE OF PAVEMENT, 20.4 FT (6.2 M) WEST OF THE INSIDE EDGE
 AG9468'OF PAVEMENT, 89.9 FT (27.4 M) SOUTHEAST OF THE NORTHEAST END OF A 12
 AG9468'INCH CULVERT PIPE, 3.2 FT (1.0 M) WEST OF A WITNESS POST.
 AG9468'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTENT 2.75 INCH BRASS
 AG9468'DISK SET IN THE TOP OF A 16 INCH ROUND CONCRETE MONUMENT, 1 INCH
 AG9468'BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9469 ***********************************************************************
 AG9469  DESIGNATION -  4122 15 002
 AG9469  PID         -  AG9469
 AG9469  STATE/COUNTY-  FL/CHARLOTTE
 AG9469  COUNTRY     -  US
 AG9469  USGS QUAD   -  PUNTA GORDA (2018)
 AG9469
 AG9469                         *CURRENT SURVEY CONTROL
 AG9469  ______________________________________________________________________
 AG9469* NAD 83(2011) POSITION- 26 54 35.14592(N) 082 05 44.09390(W)   ADJUSTED
 AG9469* NAD 83(2011) ELLIP HT-   -22.914 (meters)        (06/27/12)   ADJUSTED
 AG9469* NAD 83(2011) EPOCH   -  2010.00
 AG9469* NAVD 88 ORTHO HEIGHT -     1.0   (meters)        3.    (feet) GPS OBS
 AG9469  ______________________________________________________________________
 AG9469  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9469  GEOID HEIGHT    -        -24.780 (meters)                     GEOID93
 AG9469  GEOID HEIGHT    -        -23.947 (meters)                     GEOID18
 AG9469  NAD 83(2011) X  -    782,686.352 (meters)                     COMP
 AG9469  NAD 83(2011) Y  - -5,637,323.335 (meters)                     COMP
 AG9469  NAD 83(2011) Z  -  2,869,292.870 (meters)                     COMP
 AG9469  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 AG9469
 AG9469  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9469  Standards:
 AG9469         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9469            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9469  -------------------------------------------------------------------
 AG9469  NETWORK    1.74   2.69           0.74   0.68   1.37      0.06500301
 AG9469  -------------------------------------------------------------------
 AG9469  Click here for local accuracies and other accuracy information.
 AG9469
 AG9469.The horizontal coordinates were established by GPS observations
 AG9469.and adjusted by the National Geodetic Survey in June 2012.
 AG9469
 AG9469.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9469.been affixed to the stable North American tectonic plate. See 
 AG9469.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9469
 AG9469.The horizontal coordinates are valid at the epoch date displayed above
 AG9469.which is a decimal equivalence of Year/Month/Day.
 AG9469
 AG9469.The orthometric height was determined by GPS observations and a
 AG9469.high-resolution geoid model.
 AG9469
 AG9469.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9469.GEOID18 height accuracy estimate available here.
 AG9469
 AG9469.Click photographs - Photos may exist for this station.
 AG9469
 AG9469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9469
 AG9469.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9469
 AG9469.The ellipsoidal height was determined by GPS observations
 AG9469.and is referenced to NAD 83.
 AG9469
 AG9469. The following values were computed from the NAD 83(2011) position.
 AG9469
 AG9469;                    North         East     Units Scale Factor Converg.
 AG9469;SPC FL W     -   285,409.683   190,506.050   MT  0.99994229   -0 02 35.7
 AG9469;SPC FL W     -   936,381.60    625,018.60   sFT  0.99994229   -0 02 35.7
 AG9469;UTM  17      - 2,976,911.476   391,211.091   MT  0.99974610   -0 29 45.2
 AG9469
 AG9469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9469!SPC FL W     -   1.00000360  x   0.99994229  =   0.99994589
 AG9469!UTM  17      -   1.00000360  x   0.99974610  =   0.99974970
 AG9469
 AG9469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9121176911(NAD 83)
 AG9469
 AG9469                          SUPERSEDED SURVEY CONTROL
 AG9469
 AG9469  NAD 83(2007)-  26 54 35.14604(N)    082 05 44.09452(W) AD(2002.00) 0
 AG9469  ELLIP H (02/10/07)  -22.896  (m)                       GP(2002.00)    
 AG9469  NAD 83(1999)-  26 54 35.14602(N)    082 05 44.09472(W) AD(       ) 1
 AG9469  ELLIP H (07/06/01)  -22.910  (m)                       GP(       ) 4 2
 AG9469  NAD 83(1990)-  26 54 35.14451(N)    082 05 44.09414(W) AD(       ) 1
 AG9469  ELLIP H (11/12/93)  -22.884  (m)                       GP(       ) 4 1
 AG9469
 AG9469.Superseded values are not recommended for survey control.
 AG9469
 AG9469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9469.See file dsdata.pdf to determine how the superseded data were derived.
 AG9469
 AG9469_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9469_STAMPING: GPS 1992 4122-15-002
 AG9469_MARK LOGO: FL-015
 AG9469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9469+STABILITY: SURFACE MOTION
 AG9469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9469+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 AG9469
 AG9469  HISTORY     - Date     Condition        Report By
 AG9469  HISTORY     - 1992     MONUMENTED       FL-015
 AG9469  HISTORY     - 19920805 GOOD             DENI
 AG9469  HISTORY     - 20021228 GOOD             USPSQD
 AG9469  HISTORY     - 20060110 GOOD             USPSQD
 AG9469
 AG9469                          STATION DESCRIPTION
 AG9469
 AG9469'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9469'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9469'STATION IS LOCATED NEAR THE CENTER OF SECTION 15, TWP 41S, RGE 22E, IN
 AG9469'PONCE DE LEON PARK, 3.3 MI (5.3 KM) SOUTHWEST OF DOWNTOWN PUNTA GORDA
 AG9469'ON THE EAST SHORE OF CHARLOTTE HARBOR IN PONCE DE LEON PARK.
 AG9469'TO REACH STATION FROM THE JUNCTION I-75 AND U.S. HIGHWAY 17, GO
 AG9469'WESTERLY 2.2 MI (3.5 KM) ON U.S. 17 TO THE JUNCTION WITH NORTHBOUND
 AG9469'U.S. HIGHWAY 41 IN DOWNTOWN PUNTA GORDA, THEN CONTINUE SOUTHWESTERLY
 AG9469'ON WEST MARION AVENUE 3.0 MI (4.8 KM) TO THE END OF WEST MARION
 AG9469'STREET AND A FORK IN THE ROAD WITH MARION COURT TO THE RIGHT AND THE
 AG9469'ENTRANCE TO PONCE DE LEON PARK TO THE LEFT, THEN LEFT (WEST) 0.15 MI
 AG9469'(0.24 KM) ON AN ASPHALT ENTRANCE ROAD TO PONCE DE LEON PARK TO A
 AG9469'GATE, THEN CONTINUE PAST THE GATE SOUTHWESTERLY 0.45 MI (0.72 KM) ON
 AG9469'THE ASPHALT DRIVE TO A CURVE TO THE LEFT AND THE STATION ON THE RIGHT
 AG9469'NEAR A SEAWALL.
 AG9469'STATION IS 19.2 FT (5.9 M) SOUTHWEST (RADIAL) OF THE CENTERLINE OF THE
 AG9469'DRIVE, 1.5 FT (0.5 M) SOUTHEAST OF THE CENTERLINE OF THE ENTRANCE
 AG9469'DRIVE EXTENDED SOUTHWEST, 1.3 FT (0.4 M) NORTHEAST OF THE NORTHEAST
 AG9469'EDGE OF A CONCRETE SEAWALL, 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
 AG9469'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9469'DISK SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT, 1 INCH
 AG9469'BELOW GROUND LEVEL.
 AG9469'NOTE -- PONCE DE LEON PARK IS CLOSED FROM DUSK TO DAWN.  CONTACT PUNTA
 AG9469'GORDA POLICE DEPARTMENT AT (813) 639-3897 TO MAKE AFTER-HOURS
 AG9469'ARRANGEMENTS.
 AG9469
 AG9469                          STATION RECOVERY (2002)
 AG9469
 AG9469'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK)
 AG9469'RECOVERED IN GOOD CONDITION.
 AG9469
 AG9469                          STATION RECOVERY (2006)
 AG9469
 AG9469'RECOVERY NOTE BY US POWER SQUADRON 2006 (JCH)
 AG9469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9470 ***********************************************************************
 AG9470  DESIGNATION -  4123 33 002
 AG9470  PID         -  AG9470
 AG9470  STATE/COUNTY-  FL/CHARLOTTE
 AG9470  COUNTRY     -  US
 AG9470  USGS QUAD   -  PUNTA GORDA SE (2018)
 AG9470
 AG9470                         *CURRENT SURVEY CONTROL
 AG9470  ______________________________________________________________________
 AG9470* NAD 83(2011) POSITION- 26 51 40.16992(N) 082 01 24.14508(W)   ADJUSTED
 AG9470* NAD 83(2011) ELLIP HT-   -22.659 (meters)        (06/27/12)   ADJUSTED
 AG9470* NAD 83(2011) EPOCH   -  2010.00
 AG9470* NAVD 88 ORTHO HEIGHT -     1.320 (meters)        4.33  (feet) ADJUSTED
 AG9470  ______________________________________________________________________
 AG9470  GEOID HEIGHT    -        -23.982 (meters)                     GEOID18
 AG9470  NAD 83(2011) X  -    790,128.245 (meters)                     COMP
 AG9470  NAD 83(2011) Y  - -5,638,744.467 (meters)                     COMP
 AG9470  NAD 83(2011) Z  -  2,864,489.649 (meters)                     COMP
 AG9470  LAPLACE CORR    -         -1.30  (seconds)                    DEFLEC18
 AG9470  DYNAMIC HEIGHT  -          1.318 (meters)        4.32  (feet) COMP
 AG9470  MODELED GRAVITY -    979,106.8   (mgal)                       NAVD 88
 AG9470
 AG9470  VERT ORDER      -  SECOND    CLASS I
 AG9470
 AG9470  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9470  Standards:
 AG9470         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9470            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9470  -------------------------------------------------------------------
 AG9470  NETWORK    1.86   2.70           0.77   0.75   1.38      0.09523755
 AG9470  -------------------------------------------------------------------
 AG9470  Click here for local accuracies and other accuracy information.
 AG9470
 AG9470.The horizontal coordinates were established by GPS observations
 AG9470.and adjusted by the National Geodetic Survey in June 2012.
 AG9470
 AG9470.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9470.been affixed to the stable North American tectonic plate. See 
 AG9470.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9470
 AG9470.The horizontal coordinates are valid at the epoch date displayed above
 AG9470.which is a decimal equivalence of Year/Month/Day.
 AG9470
 AG9470.The orthometric height was determined by differential leveling and
 AG9470.adjusted by the NATIONAL GEODETIC SURVEY
 AG9470.in October 2017.
 AG9470
 AG9470.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9470.GEOID18 height accuracy estimate available here.
 AG9470
 AG9470.Click photographs - Photos may exist for this station.
 AG9470
 AG9470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9470
 AG9470.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9470
 AG9470.The ellipsoidal height was determined by GPS observations
 AG9470.and is referenced to NAD 83.
 AG9470
 AG9470.The dynamic height is computed by dividing the NAVD 88
 AG9470.geopotential number by the normal gravity value computed on the
 AG9470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9470.degrees latitude (g = 980.6199 gals.).
 AG9470
 AG9470.The modeled gravity was interpolated from observed gravity values.
 AG9470
 AG9470. The following values were computed from the NAD 83(2011) position.
 AG9470
 AG9470;                    North         East     Units Scale Factor Converg.
 AG9470;SPC FL W     -   280,021.174   197,677.347   MT  0.99994124   -0 00 38.0
 AG9470;SPC FL W     -   918,702.80    648,546.43   sFT  0.99994124   -0 00 38.0
 AG9470;UTM  17      - 2,971,467.646   398,338.171   MT  0.99972759   -0 27 44.8
 AG9470
 AG9470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9470!SPC FL W     -   1.00000356  x   0.99994124  =   0.99994480
 AG9470!UTM  17      -   1.00000356  x   0.99972759  =   0.99973115
 AG9470
 AG9470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9833871467(NAD 83)
 AG9470
 AG9470                          SUPERSEDED SURVEY CONTROL
 AG9470
 AG9470  NAD 83(2007)-  26 51 40.17005(N)    082 01 24.14571(W) AD(2002.00) 0
 AG9470  ELLIP H (02/10/07)  -22.642  (m)                       GP(2002.00)    
 AG9470  NAD 83(1999)-  26 51 40.17010(N)    082 01 24.14584(W) AD(       ) 1
 AG9470  ELLIP H (07/06/01)  -22.649  (m)                       GP(       ) 4 2
 AG9470  NAD 83(1990)-  26 51 40.16859(N)    082 01 24.14527(W) AD(       ) 1
 AG9470  ELLIP H (11/12/93)  -22.613  (m)                       GP(       ) 4 1
 AG9470  NAVD 88 (11/12/93)    1.4    (m)  GEOID93  model used  GPS OBS        
 AG9470
 AG9470.Superseded values are not recommended for survey control.
 AG9470
 AG9470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9470.See file dsdata.pdf to determine how the superseded data were derived.
 AG9470
 AG9470_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9470_STAMPING: GPS 1992 4123-33-002 9269
 AG9470_MARK LOGO: FL-015
 AG9470_PROJECTION: FLUSH
 AG9470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9470+STABILITY: SURFACE MOTION
 AG9470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9470+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2022
 AG9470
 AG9470  HISTORY     - Date     Condition        Report By
 AG9470  HISTORY     - 1992     MONUMENTED       FL-015
 AG9470  HISTORY     - 19920605 GOOD             DENI
 AG9470  HISTORY     - 20170405 GOOD             HSS
 AG9470  HISTORY     - 20220311 GOOD             FL-015
 AG9470
 AG9470                          STATION DESCRIPTION
 AG9470
 AG9470'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9470'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9470'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 33, TWP 41S,
 AG9470'RGE 23E, IN SOUTH PUNTA GORDA HEIGHTS, 5.3 MI (8.5 KM) SOUTH
 AG9470'SOUTHEAST OF PUNTA GORDA.
 AG9470'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 41/TAMIAMI TRAIL
 AG9470'AND COUNTY ROAD 765/BURNT STORE ROAD, GO SOUTH 2.0 MI (3.2 KM) ON
 AG9470'BURNT STORE ROAD TO NOTRE DAME BOULEVARD AND THE STATION ON THE LEFT
 AG9470'IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 AG9470'STATION IS 130.5 FT (39.8 M) EAST OF THE CENTERLINE OF BURNT STORE
 AG9470'ROAD, 27.2 FT (8.3 M) SOUTH OF THE CENTERLINE OF NOTRE DAME
 AG9470'BOULEVARD, 227.8 FT (69.4 M) NORTH OF THE CENTERLINE OF GLASPELL
 AG9470'ROAD, 34.9 FT (10.6 M) SOUTHWEST OF THE CENTERLINE INTERSECTION OF
 AG9470'NOTRE DAME BOULEVARD AND A CONCRETE DRIVEWAY AT HOUSE NUMBER 26004
 AG9470'NOTRE DAME BOULEVARD, 3.0 FT (0.9 M) NORTH OF A WITNESS POST.
 AG9470'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AG9470'DISK SET IN THE TOP OF A 12 INCH ROUND CONCRETE MONUMENT, 2 INCHES
 AG9470'BELOW GROUND LEVEL.
 AG9470
 AG9470                          STATION RECOVERY (2017)
 AG9470
 AG9470'RECOVERY NOTE BY HYATT SURVEY SERVICES 2017 (MTE)
 AG9470'RECOVERED AS DESCRIBED.
 AG9470
 AG9470                          STATION RECOVERY (2022)
 AG9470
 AG9470'RECOVERY NOTE BY CHARLOTTE COUNTY FLORIDA 2022 (MTE)
 AG9470'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ5224 ***********************************************************************
 DJ5224  DESIGNATION -  4127 01 001
 DJ5224  PID         -  DJ5224
 DJ5224  STATE/COUNTY-  FL/CHARLOTTE
 DJ5224  COUNTRY     -  US
 DJ5224  USGS QUAD   -  TELEGRAPH SWAMP NE (2018)
 DJ5224
 DJ5224                         *CURRENT SURVEY CONTROL
 DJ5224  ______________________________________________________________________
 DJ5224* NAD 83(1986) POSITION- 26 56 40.     (N) 081 33 49.     (W)   SCALED
 DJ5224* NAVD 88 ORTHO HEIGHT -    19.002 (meters)       62.34  (feet) ADJUSTED
 DJ5224  ______________________________________________________________________
 DJ5224  GEOID HEIGHT    -        -24.463 (meters)                     GEOID18
 DJ5224  DYNAMIC HEIGHT  -         18.973 (meters)       62.25  (feet) COMP
 DJ5224  MODELED GRAVITY -    979,110.6   (mgal)                       NAVD 88
 DJ5224
 DJ5224  VERT ORDER      -  FIRST     CLASS II
 DJ5224
 DJ5224.The horizontal coordinates were scaled from a map and have
 DJ5224.an estimated accuracy of +/- 6 seconds.
 DJ5224
 DJ5224.The orthometric height was determined by differential leveling and
 DJ5224.adjusted by the NATIONAL GEODETIC SURVEY
 DJ5224.in May 2008.
 DJ5224
 DJ5224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5224.GEOID18 height accuracy estimate available here.
 DJ5224
 DJ5224.Click photographs - Photos may exist for this station.
 DJ5224
 DJ5224.The dynamic height is computed by dividing the NAVD 88
 DJ5224.geopotential number by the normal gravity value computed on the
 DJ5224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ5224.degrees latitude (g = 980.6199 gals.).
 DJ5224
 DJ5224.The modeled gravity was interpolated from observed gravity values.
 DJ5224
 DJ5224;                    North         East    Units  Estimated Accuracy
 DJ5224;SPC FL W     -   289,320.      243,330.      MT  (+/- 180 meters Scaled)
 DJ5224
 DJ5224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK440804(NAD 83)
 DJ5224
 DJ5224                          SUPERSEDED SURVEY CONTROL
 DJ5224
 DJ5224.No superseded survey control is available for this station.
 DJ5224
 DJ5224_MARKER: DD = SURVEY DISK
 DJ5224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ5224_STAMPING: GPS 1992 4127 01 001
 DJ5224_MARK LOGO: FL-015
 DJ5224_PROJECTION: RECESSED 20 CENTIMETERS
 DJ5224_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ5224+STABILITY: SURFACE MOTION
 DJ5224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5224+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2003
 DJ5224
 DJ5224  HISTORY     - Date     Condition        Report By
 DJ5224  HISTORY     - 1992     MONUMENTED       FL-015
 DJ5224  HISTORY     - 20030318 GOOD             FLDEP
 DJ5224
 DJ5224                          STATION DESCRIPTION
 DJ5224
 DJ5224'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DJ5224'THE MARK IS ABOUT 15.1 MI WEST OF PALMDALE AND 12.1 MI EAST OF
 DJ5224'BERMONT, IN SECTION 1,  TOWNSHIP 41 SOUTH, RANGE 27 EAST.
 DJ5224'
 DJ5224'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND SUNRISE
 DJ5224'BLVD. IN PALMDALE, GO  SOUTH ON U.S. HIGHWAY 27 FOR 1.0 MI TO THE
 DJ5224'JUNCTION OF STATE ROAD 29 ON THE RIGHT, TURN  RIGHT ON STATE ROAD 29
 DJ5224'AND GO SOUTHWEST FOR 0.8 MI TO THE JUNCTION OF COUNTY ROAD 74  ON THE
 DJ5224'RIGHT, TURN RIGHT ON COUNTY ROAD 74 AND GO NORTHWEST THEN WEST FOR
 DJ5224'10.55 MI TO  THE JUNCTION OF COUNTY ROAD 731 ON THE RIGHT, CONTINUE
 DJ5224'WEST ON COUNTY ROAD 74 FOR 4.55  MI TO THE INTERSECTION OF 2 GATED
 DJ5224'DIRT ROADS, 1 ON THE RIGHT AND 1 ON THE LEFT, THE  CHARLOTTE
 DJ5224'COUNTY-GLADES COUNTY LINE AND THE MARK ON THE LEFT.  THE MARK CAN ALSO
 DJ5224'BE  REACHED FROM THE INTERSECTION OF STATE ROAD 31 AND COUNTY ROAD 74
 DJ5224'IN BERMONT, GO EAST  ON COUNTY ROAD 74 FOR 6.05 MI TO THE JUNCTION OF
 DJ5224'TRIBRITTON ROAD ON THE LEFT, CONTINUE  EAST ON COUNTY ROAD 74 FOR 6.05
 DJ5224'MI TO THE CHARLOTTE COUNTY-GLADES COUNTY LINE AND THE  MARK ON THE
 DJ5224'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.8 FT
 DJ5224'BELOW  THE LEVEL OF THE GROUND AND ABOUT 0.5 FT BELOW THE LEVEL OF
 DJ5224'COUNTY ROAD 74.
 DJ5224'
 DJ5224'LOCATED 75.0 FT WEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD
 DJ5224'LEADING SOUTH, 38.4 FT  SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY
 DJ5224'ROAD 74, 13.8 FT NORTH OF A BARB WIRE  FENCE, 12.2 FT NORTHWEST OF A
 DJ5224'WOODEN POWER POLE, 1.8 FT NORTH OF A CARSONITE WITNESS  POST AND 1.7
 DJ5224'FT NORTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8681 ***********************************************************************
 AD8681  DESIGNATION -  4127 06 001
 AD8681  PID         -  AD8681
 AD8681  STATE/COUNTY-  FL/CHARLOTTE
 AD8681  COUNTRY     -  US
 AD8681  USGS QUAD   -  TELEGRAPH SWAMP NW (2018)
 AD8681
 AD8681                         *CURRENT SURVEY CONTROL
 AD8681  ______________________________________________________________________
 AD8681* NAD 83(2011) POSITION- 26 56 42.68182(N) 081 39 41.57754(W)   ADJUSTED
 AD8681* NAD 83(2011) ELLIP HT-    -6.276 (meters)        (06/27/12)   ADJUSTED
 AD8681* NAD 83(2011) EPOCH   -  2010.00
 AD8681* NAVD 88 ORTHO HEIGHT -    18.185 (meters)       59.66  (feet) ADJUSTED
 AD8681  ______________________________________________________________________
 AD8681  GEOID HEIGHT    -        -24.449 (meters)                     GEOID18
 AD8681  NAD 83(2011) X  -    825,112.220 (meters)                     COMP
 AD8681  NAD 83(2011) Y  - -5,629,488.392 (meters)                     COMP
 AD8681  NAD 83(2011) Z  -  2,872,800.168 (meters)                     COMP
 AD8681  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 AD8681  DYNAMIC HEIGHT  -         18.157 (meters)       59.57  (feet) COMP
 AD8681  MODELED GRAVITY -    979,107.5   (mgal)                       NAVD 88
 AD8681
 AD8681  VERT ORDER      -  FIRST     CLASS II
 AD8681
 AD8681  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8681  Standards:
 AD8681         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8681            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8681  -------------------------------------------------------------------
 AD8681  NETWORK    1.91   3.25           0.82   0.74   1.66      0.08348783
 AD8681  -------------------------------------------------------------------
 AD8681  Click here for local accuracies and other accuracy information.
 AD8681
 AD8681.The horizontal coordinates were established by GPS observations
 AD8681.and adjusted by the National Geodetic Survey in June 2012.
 AD8681
 AD8681.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8681.been affixed to the stable North American tectonic plate. See 
 AD8681.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8681
 AD8681.The horizontal coordinates are valid at the epoch date displayed above
 AD8681.which is a decimal equivalence of Year/Month/Day.
 AD8681
 AD8681.The orthometric height was determined by differential leveling and
 AD8681.adjusted by the NATIONAL GEODETIC SURVEY
 AD8681.in May 2008.
 AD8681
 AD8681.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8681.GEOID18 height accuracy estimate available here.
 AD8681
 AD8681.Click photographs - Photos may exist for this station.
 AD8681
 AD8681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8681
 AD8681.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8681
 AD8681.The ellipsoidal height was determined by GPS observations
 AD8681.and is referenced to NAD 83.
 AD8681
 AD8681.The dynamic height is computed by dividing the NAVD 88
 AD8681.geopotential number by the normal gravity value computed on the
 AD8681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8681.degrees latitude (g = 980.6199 gals.).
 AD8681
 AD8681.The modeled gravity was interpolated from observed gravity values.
 AD8681
 AD8681. The following values were computed from the NAD 83(2011) position.
 AD8681
 AD8681;                    North         East     Units Scale Factor Converg.
 AD8681;SPC FL W     -   289,376.203   233,607.296   MT  0.99995511   +0 09 12.1
 AD8681;SPC FL W     -   949,395.09    766,426.60   sFT  0.99995511   +0 09 12.1
 AD8681;UTM  17      - 2,980,536.282   434,331.602   MT  0.99965323   -0 17 59.2
 AD8681
 AD8681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8681!SPC FL W     -   1.00000099  x   0.99995511  =   0.99995610
 AD8681!UTM  17      -   1.00000099  x   0.99965323  =   0.99965422
 AD8681
 AD8681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3433180536(NAD 83)
 AD8681
 AD8681                          SUPERSEDED SURVEY CONTROL
 AD8681
 AD8681  NAD 83(2007)-  26 56 42.68195(N)    081 39 41.57816(W) AD(2002.00) 0
 AD8681  ELLIP H (02/10/07)   -6.259  (m)                       GP(2002.00)    
 AD8681  NAD 83(1999)-  26 56 42.68212(N)    081 39 41.57834(W) AD(       ) 1
 AD8681  ELLIP H (07/06/01)   -6.254  (m)                       GP(       ) 4 2
 AD8681  NAD 83(1990)-  26 56 42.68042(N)    081 39 41.57767(W) AD(       ) 1
 AD8681  ELLIP H (11/12/93)   -6.244  (m)                       GP(       ) 4 1
 AD8681  NAVD 88 (11/12/93)   18.2    (m)  GEOID93  model used  GPS OBS        
 AD8681
 AD8681.Superseded values are not recommended for survey control.
 AD8681
 AD8681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8681.See file dsdata.pdf to determine how the superseded data were derived.
 AD8681
 AD8681_MARKER: DD = SURVEY DISK
 AD8681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8681_STAMPING: GPS 1992 4127-06-001 9274
 AD8681_MARK LOGO: FL-015
 AD8681_PROJECTION: RECESSED 8 CENTIMETERS
 AD8681_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8681+STABILITY: SURFACE MOTION
 AD8681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8681+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 AD8681
 AD8681  HISTORY     - Date     Condition        Report By
 AD8681  HISTORY     - 1992     MONUMENTED       FL-015
 AD8681  HISTORY     - 19920921 GOOD             DENI
 AD8681  HISTORY     - 20030320 GOOD             FLDEP
 AD8681  HISTORY     - 20040708 GOOD             PICKET
 AD8681
 AD8681                          STATION DESCRIPTION
 AD8681
 AD8681'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8681'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8681'STATION IS LOCATED NEAR THE NORTHWEST CORNER OF SECTION 6, TWP 41S,
 AD8681'RGE 27E, 6.1 MI (9.8 KM) SOUTH OF THE CHARLOTTE/DE SOTO COUNTY LINE,
 AD8681'6.1 MI (9.8 KM) WEST OF THE CHARLOTTE/GLADES COUNTY LINE, 23.9 MI
 AD8681'(38.5 KM) EAST OF PUNTA GORDA.
 AD8681'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 31 AND COUNTY ROAD
 AD8681'74 IN NORTHEAST CHARLOTTE COUNTY, GO 6.1 MI (9.8 KM) EAST ON COUNTY
 AD8681'ROAD 74 TO TRIBRITTON ROAD AND THE STATION ON THE RIGHT.
 AD8681'STATION IS 37.3 FT (11.4 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD 74,
 AD8681'18 FT (5.5 M) EAST OF THE CENTERLINE OF TRIBRITTON ROAD PROJECTED
 AD8681'SOUTH, 92.5 FT (28.2 M) EAST OF THE CENTERLINE OF A GRAVEL DRIVE
 AD8681'LEADING SOUTH, 79.1 NORTHEAST OF A GUY POLE, 34.3 FT (10.5 M)
 AD8681'NORTHEAST OF A FENCE INTERSECTION, 14.4 FT (4.4 M) NORTH OF A FENCE,
 AD8681'12.0 FT (3.7 M) NORTH OF A WITNESS POST.
 AD8681'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8681'DISK SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT, 3 INCHES
 AD8681'BELOW GROUND LEVEL.
 AD8681
 AD8681                          STATION RECOVERY (2003)
 AD8681
 AD8681'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AD8681'RECOVERED AS DESCRIBED.
 AD8681
 AD8681                          STATION RECOVERY (2004)
 AD8681
 AD8681'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2004 (HS)
 AD8681'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK4798 ***********************************************************************
 DK4798  DESIGNATION -  4127R
 DK4798  PID         -  DK4798
 DK4798  STATE/COUNTY-  FL/ESCAMBIA
 DK4798  COUNTRY     -  US
 DK4798  USGS QUAD   -  PERDIDO BAY (2018)
 DK4798
 DK4798                         *CURRENT SURVEY CONTROL
 DK4798  ______________________________________________________________________
 DK4798* NAD 83(2011) POSITION- 30 17 19.32846(N) 087 28 57.63641(W)   ADJUSTED
 DK4798* NAD 83(2011) ELLIP HT-   -25.264 (meters)        (06/27/12)   ADJUSTED
 DK4798* NAD 83(2011) EPOCH   -  2010.00
 DK4798* NAVD 88 ORTHO HEIGHT -          **(meters)           **(feet) NOT PUB
 DK4798  **This station is located in a suspected subsidence area (see below).
 DK4798  ______________________________________________________________________
 DK4798  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK4798  GEOID HEIGHT    -        -27.514 (meters)                     GEOID03
 DK4798  GEOID HEIGHT    -        -27.504 (meters)                     GEOID18
 DK4798  NAD 83(2011) X  -    242,102.164 (meters)                     COMP
 DK4798  NAD 83(2011) Y  - -5,506,843.725 (meters)                     COMP
 DK4798  NAD 83(2011) Z  -  3,198,036.893 (meters)                     COMP
 DK4798  LAPLACE CORR    -          0.90  (seconds)                    DEFLEC18
 DK4798
 DK4798  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4798  Standards:
 DK4798         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4798            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4798  -------------------------------------------------------------------
 DK4798  NETWORK    0.65   1.33           0.26   0.27   0.68      0.04489115
 DK4798  -------------------------------------------------------------------
 DK4798  Click here for local accuracies and other accuracy information.
 DK4798
 DK4798.The horizontal coordinates were established by GPS observations
 DK4798.and adjusted by the National Geodetic Survey in June 2012.
 DK4798
 DK4798.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4798.been affixed to the stable North American tectonic plate. See 
 DK4798.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4798
 DK4798.The horizontal coordinates are valid at the epoch date displayed above
 DK4798.which is a decimal equivalence of Year/Month/Day.
 DK4798
 DK4798.** This station is in an area of known vertical motion. If an
 DK4798.** orthometric height was ever established but is not available 
 DK4798.** in the current survey control section, the orthometric height
 DK4798.** is considered suspect.  Suspect heights are available in the
 DK4798.** superseded section only if requested.
 DK4798
 DK4798.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4798.GEOID18 height accuracy estimate available here.
 DK4798
 DK4798.Click photographs - Photos may exist for this station.
 DK4798
 DK4798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4798
 DK4798.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4798
 DK4798.The ellipsoidal height was determined by GPS observations
 DK4798.and is referenced to NAD 83.
 DK4798
 DK4798. The following values were computed from the NAD 83(2011) position.
 DK4798
 DK4798;                    North         East     Units Scale Factor Converg.
 DK4798;SPC FL N     -   146,602.614   313,096.153   MT  0.99995067   -1 29 55.9
 DK4798;SPC FL N     -   480,978.74  1,027,216.30   sFT  0.99995067   -1 29 55.9
 DK4798;UTM  16      - 3,350,875.228   453,582.009   MT  0.99962658   -0 14 36.4
 DK4798
 DK4798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4798!SPC FL N     -   1.00000397  x   0.99995067  =   0.99995464
 DK4798!UTM  16      -   1.00000397  x   0.99962658  =   0.99963055
 DK4798
 DK4798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU5358250875(NAD 83)
 DK4798
 DK4798                          SUPERSEDED SURVEY CONTROL
 DK4798
 DK4798  NAD 83(1999)-  30 17 19.32876(N)    087 28 57.63700(W) AD(       ) 1
 DK4798  ELLIP H (05/13/08)  -25.230  (m)                       GP(       ) 4 2
 DK4798
 DK4798.Superseded values are not recommended for survey control.
 DK4798
 DK4798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4798.See file dsdata.pdf to determine how the superseded data were derived.
 DK4798
 DK4798_MARKER: DD = SURVEY DISK
 DK4798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4798_STAMPING: ESC-4127R 2007
 DK4798_MARK LOGO: FL-033
 DK4798_PROJECTION: RECESSED 20 CENTIMETERS
 DK4798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4798+STABILITY: SURFACE MOTION
 DK4798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4798+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2012
 DK4798
 DK4798  HISTORY     - Date     Condition        Report By
 DK4798  HISTORY     - 20071204 MONUMENTED       BDE
 DK4798  HISTORY     - 20120220 GOOD             FLDT
 DK4798
 DK4798                          STATION DESCRIPTION
 DK4798
 DK4798'DESCRIBED BY BASKERVILLE DONOVAN INCORPORATED 2007
 DK4798'THE MARK IS LOCATED ABOUT 499.4 MI (804.1 KM) SOUTH-SOUTHWEST OF ROSE
 DK4798'HILL, 495.6 MI (797.9 KM) SOUTH-SOUTHWEST OF EWING AND 491.4 MI (791.1
 DK4798'KM) SOUTH-SOUTHWEST OF WHEELER.  OWNERSHIP--ROAD RIGHT-OF-WAY.
 DK4798'
 DK4798'DESCRIBED BY BASKERVILLE DONOVAN INCORPORATED 2008 (SI) THE STATION IS
 DK4798'LOCATED ON PERDIDO KEY.  17.8 MILES (28.6 KM) SOUTHWEST OF PENSACOLA.
 DK4798'TO REACH THE STATION FROM THE INTERSECTION  OF STATE ROAD 727
 DK4798'FAIRFIELD DRIVE) AND STATE ROAD 292 (GULF BEACH  BOULEVARD), DRIVE
 DK4798'WEST ON STATE ROAD 292 (GULF BEACH BOULEVARD) FOR  12.5 MI (20.1 KM)
 DK4798'TO THE STATION ON THE RIGHT.  THE STATION IS AN  ESCAMBIA COUNTY
 DK4798'SURVEY DEPARTMENT.  GEODETIC CONTROL POINT DISK SET IN AN 12-INCH (30
 DK4798'CM) CONCRETE MONUMENT THAT 0.5 FT (0.2 M BELOW GROUND LEVEL, 50.8 FT
 DK4798'(33.2 M) NORTH FROM CENTERLINE OF PERDIDO KEY DRIVE.
 DK4798'
 DK4798'NOTE--- STATE ROAD 292 CHANGES FROM GULF BEACH BOULEVARD TO SORRENTO
 DK4798'ROAD TO PERDIDO KEY DRIVE. REFERENCES--  SET MAG NAIL AND DISK -BDI
 DK4798'INCORPORATED LB 0340- IN WEST SIDE OF WOOD POWER POLE EAST-NORTHEAST
 DK4798'AT 103.6 FT (31.58 M). FIRE HYDRANT ON A SOUTHWEST AT 100.9 FT (30.8
 DK4798'M)  (30.75 M). SET MAG NAIL AND DISK -BDI INCORPORATED LB 0340- IN
 DK4798'EAST SIDE OF WOOD  POWER POLE WEST-SOUTHWEST AT 132.8 FT (40.5 M)
 DK4798'(40.48 M).
 DK4798
 DK4798                          STATION RECOVERY (2012)
 DK4798
 DK4798'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2012 (JBH)
 DK4798'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0257 ***********************************************************************
 AG0257  DESIGNATION -  413
 AG0257  PID         -  AG0257
 AG0257  STATE/COUNTY-  FL/PINELLAS
 AG0257  COUNTRY     -  US
 AG0257  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0257
 AG0257                         *CURRENT SURVEY CONTROL
 AG0257  ______________________________________________________________________
 AG0257* NAD 83(1986) POSITION- 27 50 19.     (N) 082 42 53.     (W)   SCALED
 AG0257* NAVD 88 ORTHO HEIGHT -     4.563 (meters)       14.97  (feet) ADJUSTED
 AG0257  ______________________________________________________________________
 AG0257  GEOID HEIGHT    -        -24.518 (meters)                     GEOID18
 AG0257  DYNAMIC HEIGHT  -          4.557 (meters)       14.95  (feet) COMP
 AG0257  MODELED GRAVITY -    979,180.8   (mgal)                       NAVD 88
 AG0257
 AG0257  VERT ORDER      -  SECOND    CLASS II
 AG0257
 AG0257.The horizontal coordinates were scaled from a map and have
 AG0257.an estimated accuracy of +/- 6 seconds.
 AG0257
 AG0257.The orthometric height was determined by differential leveling and
 AG0257.adjusted by the NATIONAL GEODETIC SURVEY
 AG0257.in June 1991.
 AG0257
 AG0257.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0257.GEOID18 height accuracy estimate available here.
 AG0257
 AG0257.Click photographs - Photos may exist for this station.
 AG0257
 AG0257.The dynamic height is computed by dividing the NAVD 88
 AG0257.geopotential number by the normal gravity value computed on the
 AG0257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0257.degrees latitude (g = 980.6199 gals.).
 AG0257
 AG0257.The modeled gravity was interpolated from observed gravity values.
 AG0257
 AG0257;                    North         East    Units  Estimated Accuracy
 AG0257;SPC FL W     -   388,530.      129,600.      MT  (+/- 180 meters Scaled)
 AG0257
 AG0257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL311805(NAD 83)
 AG0257
 AG0257                          SUPERSEDED SURVEY CONTROL
 AG0257
 AG0257  NGVD 29 (??/??/92)    4.827  (m)           15.84   (f) ADJ UNCH    2 2
 AG0257
 AG0257.Superseded values are not recommended for survey control.
 AG0257
 AG0257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0257.See file dsdata.pdf to determine how the superseded data were derived.
 AG0257
 AG0257_MARKER: DD = SURVEY DISK
 AG0257_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0257_SP_SET: INLET
 AG0257_STAMPING: 413
 AG0257_MARK LOGO: FLHD
 AG0257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0257+STABILITY: SURFACE MOTION
 AG0257
 AG0257  HISTORY     - Date     Condition        Report By
 AG0257  HISTORY     - UNK      MONUMENTED       FLHD
 AG0257  HISTORY     - 1976     GOOD             NGS
 AG0257  HISTORY     - 19981103 GOOD             USPSQD
 AG0257  HISTORY     - 20050125 MARK NOT FOUND   USPSQD
 AG0257
 AG0257                          STATION DESCRIPTION
 AG0257
 AG0257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0257'IN PINELLAS PARK.
 AG0257'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0257'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.).  RUN EASTERLY ON
 AG0257'SR-694 FOR 0.85 MILES.  STATION ON RIGHT, 41.5 FT. SOUTH OF THE
 AG0257'CENTERLINE OF 74TH AVE. N., 225.9 FT. EAST OF THE CENTERLINE OF 60TH
 AG0257'ST. N.  SET IN THE TOP OF A CONCRETE INLET.  SECTION 29, T30S, R16E.
 AG0257
 AG0257                          STATION RECOVERY (1998)
 AG0257
 AG0257'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0257'RECOVERED IN GOOD CONDITION.
 AG0257
 AG0257                          STATION RECOVERY (2005)
 AG0257
 AG0257'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 AG0257'NEW CURBS HAVE BEEN INSTALLED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK4801 ***********************************************************************
 DK4801  DESIGNATION -  4133R
 DK4801  PID         -  DK4801
 DK4801  STATE/COUNTY-  FL/ESCAMBIA
 DK4801  COUNTRY     -  US
 DK4801  USGS QUAD   -  ORIOLE BEACH (2018)
 DK4801
 DK4801                         *CURRENT SURVEY CONTROL
 DK4801  ______________________________________________________________________
 DK4801* NAD 83(2011) POSITION- 30 20 10.74410(N) 087 07 22.89210(W)   ADJUSTED
 DK4801* NAD 83(2011) ELLIP HT-   -25.744 (meters)        (06/27/12)   ADJUSTED
 DK4801* NAD 83(2011) EPOCH   -  2010.00
 DK4801* NAVD 88 ORTHO HEIGHT -     1.6   (meters)        5.    (feet) GPS OBS
 DK4801  ______________________________________________________________________
 DK4801  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK4801  GEOID HEIGHT    -        -27.281 (meters)                     GEOID03
 DK4801  GEOID HEIGHT    -        -27.323 (meters)                     GEOID18
 DK4801  NAD 83(2011) X  -    276,530.424 (meters)                     COMP
 DK4801  NAD 83(2011) Y  - -5,502,554.337 (meters)                     COMP
 DK4801  NAD 83(2011) Z  -  3,202,593.520 (meters)                     COMP
 DK4801  LAPLACE CORR    -          0.55  (seconds)                    DEFLEC18
 DK4801
 DK4801  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4801  Standards:
 DK4801         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4801            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4801  -------------------------------------------------------------------
 DK4801  NETWORK    0.72   1.43           0.30   0.29   0.73     -0.09659871
 DK4801  -------------------------------------------------------------------
 DK4801  Click here for local accuracies and other accuracy information.
 DK4801
 DK4801.The horizontal coordinates were established by GPS observations
 DK4801.and adjusted by the National Geodetic Survey in June 2012.
 DK4801
 DK4801.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4801.been affixed to the stable North American tectonic plate. See 
 DK4801.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4801
 DK4801.The horizontal coordinates are valid at the epoch date displayed above
 DK4801.which is a decimal equivalence of Year/Month/Day.
 DK4801
 DK4801.The orthometric height was determined by GPS observations and a
 DK4801.high-resolution geoid model.
 DK4801
 DK4801.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4801.GEOID18 height accuracy estimate available here.
 DK4801
 DK4801.Click photographs - Photos may exist for this station.
 DK4801
 DK4801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4801
 DK4801.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4801
 DK4801.The ellipsoidal height was determined by GPS observations
 DK4801.and is referenced to NAD 83.
 DK4801
 DK4801. The following values were computed from the NAD 83(2011) position.
 DK4801
 DK4801;                    North         East     Units Scale Factor Converg.
 DK4801;SPC FL N     -   151,029.044   347,805.920   MT  0.99995277   -1 19 05.3
 DK4801;SPC FL N     -   495,501.12  1,141,093.26   sFT  0.99995277   -1 19 05.3
 DK4801;UTM  16      - 3,356,059.457   488,174.677   MT  0.99960173   -0 03 43.7
 DK4801
 DK4801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4801!SPC FL N     -   1.00000404  x   0.99995277  =   0.99995681
 DK4801!UTM  16      -   1.00000404  x   0.99960173  =   0.99960577
 DK4801
 DK4801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU8817456059(NAD 83)
 DK4801
 DK4801                          SUPERSEDED SURVEY CONTROL
 DK4801
 DK4801  NAD 83(1999)-  30 20 10.74434(N)    087 07 22.89308(W) AD(       ) 1
 DK4801  ELLIP H (05/13/08)  -25.716  (m)                       GP(       ) 4 2
 DK4801
 DK4801.Superseded values are not recommended for survey control.
 DK4801
 DK4801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4801.See file dsdata.pdf to determine how the superseded data were derived.
 DK4801
 DK4801_MARKER: DD = SURVEY DISK
 DK4801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4801_STAMPING: ESC-4133R 2007
 DK4801_MARK LOGO: FL-033
 DK4801_PROJECTION: RECESSED 20 CENTIMETERS
 DK4801_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4801+STABILITY: SURFACE MOTION
 DK4801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4801+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2007
 DK4801
 DK4801  HISTORY     - Date     Condition        Report By
 DK4801  HISTORY     - 20071101 MONUMENTED       BDE
 DK4801
 DK4801                          STATION DESCRIPTION
 DK4801
 DK4801'DESCRIBED BY BASKERVILLE DONOVAN INCORPORATED 2007
 DK4801'STATION DESCRIPTION DESCRIBED BY BASKERVILLE DONOVAN INCORPORATED 2008
 DK4801'(SI) THE STATION IS LOCATED ON PENSACOLA BEACH.  2.8 MI (4.5
 DK4801'KM)SOUTHEAST OF GULF BREEZE, 8.1 MI (13.1 KM) SOUTHEAST OF PENSACOLA.
 DK4801'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 98 (GULF
 DK4801'BREEZE PARKWAY) AND COUNTY ROAD 399 (PENSACOLA BEACH ROAD), DRIVE
 DK4801'SOUTH ON COUNTY ROAD 399 (PENSACOLA BEACH ROAD) FOR 2.0 MI (3.2 KM TO
 DK4801'THE INTERSECTION OF COUNTY ROAD 399 (PENSACOLA BEACH ROAD) AND FORT
 DK4801'PICKENS ROAD, CONTINUE EAST ON COUNTY ROAD 399 (VIA DE LUNE DRIVE) FOR
 DK4801'1.0 MILE (1.6 KM) TO THE STATION ON THE LEFT.  THE STATION IS AN
 DK4801'ESCAMBIA COUNTY SURVEY DEPARTMENT GEODETIC CONTROL POINT DISK SET IN A
 DK4801'12 INCH (30 CM) ROUND CONCRETE MONUMENT 0.5 FT (0.2 M) BELOW GROUND
 DK4801'LEVEL. REFERENCES-- MAG NAIL AND DISK -BDI INCORPORATED LB 0340- IN
 DK4801'THE NORTH SIDE OF A WOODEN POWER POLE (POLE NUMBER P-018058) 2.0 FEET
 DK4801'(0.69 M) ABOVE GROUND LEVEL NORTH-NORTHEAST AT 71.9 FEET (21.91 M).
 DK4801'MAG NAIL AND DISK -BDI INCORPORATED LB 0340- IN THE WEST SIDE OF A
 DK4801'WOODEN POWER POLE (NEW POLE UNNUMBERED) 2.0 FEET (0.69 M) ABOVE GROUND
 DK4801'LEVEL SOUTH-SOUTHWEST AT 124.85 FEET (38.05 M). MAG NAIL AND DISK -BDI
 DK4801'INCORPORATED LB 0340- IN THE NORTH SIDE OF A WOODEN POWER POLE (POLE
 DK4801'NUMBER P-018059) 2.0 FEET (0.69 M) ABOVE GROUND LEVEL SOUTH-SOUTHWEST
 DK4801'AT 135.6 FEET (41.3 M).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK4802 ***********************************************************************
 DK4802  DESIGNATION -  4134R
 DK4802  PID         -  DK4802
 DK4802  STATE/COUNTY-  FL/ESCAMBIA
 DK4802  COUNTRY     -  US
 DK4802  USGS QUAD   -  SOUTH OF HOLLEY (2018)
 DK4802
 DK4802                         *CURRENT SURVEY CONTROL
 DK4802  ______________________________________________________________________
 DK4802* NAD 83(2011) POSITION- 30 22 20.34044(N) 086 55 10.67610(W)   ADJUSTED
 DK4802* NAD 83(2011) ELLIP HT-   -20.925 (meters)        (06/27/12)   ADJUSTED
 DK4802* NAD 83(2011) EPOCH   -  2010.00
 DK4802* NAVD 88 ORTHO HEIGHT -     6.3   (meters)       21.    (feet) GPS OBS
 DK4802  ______________________________________________________________________
 DK4802  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK4802  GEOID HEIGHT    -        -27.240 (meters)                     GEOID03
 DK4802  GEOID HEIGHT    -        -27.275 (meters)                     GEOID18
 DK4802  NAD 83(2011) X  -    295,953.918 (meters)                     COMP
 DK4802  NAD 83(2011) Y  - -5,499,528.361 (meters)                     COMP
 DK4802  NAD 83(2011) Z  -  3,206,039.663 (meters)                     COMP
 DK4802  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 DK4802
 DK4802  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4802  Standards:
 DK4802         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4802            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4802  -------------------------------------------------------------------
 DK4802  NETWORK    0.85   1.67           0.36   0.33   0.85     -0.10627801
 DK4802  -------------------------------------------------------------------
 DK4802  Click here for local accuracies and other accuracy information.
 DK4802
 DK4802.The horizontal coordinates were established by GPS observations
 DK4802.and adjusted by the National Geodetic Survey in June 2012.
 DK4802
 DK4802.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4802.been affixed to the stable North American tectonic plate. See 
 DK4802.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4802
 DK4802.The horizontal coordinates are valid at the epoch date displayed above
 DK4802.which is a decimal equivalence of Year/Month/Day.
 DK4802
 DK4802.The orthometric height was determined by GPS observations and a
 DK4802.high-resolution geoid model.
 DK4802
 DK4802.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4802.GEOID18 height accuracy estimate available here.
 DK4802
 DK4802.Click photographs - Photos may exist for this station.
 DK4802
 DK4802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4802
 DK4802.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4802
 DK4802.The ellipsoidal height was determined by GPS observations
 DK4802.and is referenced to NAD 83.
 DK4802
 DK4802. The following values were computed from the NAD 83(2011) position.
 DK4802
 DK4802;                    North         East     Units Scale Factor Converg.
 DK4802;SPC FL N     -   154,586.301   367,443.050   MT  0.99995481   -1 12 57.3
 DK4802;SPC FL N     -   507,171.89  1,205,519.41   sFT  0.99995481   -1 12 57.3
 DK4802;UTM  16      - 3,360,044.978   507,722.187   MT  0.99960074   +0 02 26.3
 DK4802
 DK4802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4802!SPC FL N     -   1.00000329  x   0.99995481  =   0.99995810
 DK4802!UTM  16      -   1.00000329  x   0.99960074  =   0.99960402
 DK4802
 DK4802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU0772260044(NAD 83)
 DK4802
 DK4802                          SUPERSEDED SURVEY CONTROL
 DK4802
 DK4802  NAD 83(1999)-  30 22 20.34060(N)    086 55 10.67690(W) AD(       ) 1
 DK4802  ELLIP H (05/13/08)  -20.909  (m)                       GP(       ) 4 2
 DK4802
 DK4802.Superseded values are not recommended for survey control.
 DK4802
 DK4802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4802.See file dsdata.pdf to determine how the superseded data were derived.
 DK4802
 DK4802_MARKER: DD = SURVEY DISK
 DK4802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4802_STAMPING: ESC-4134R 2007
 DK4802_MARK LOGO: FL-033
 DK4802_PROJECTION: RECESSED 20 CENTIMETERS
 DK4802_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4802+STABILITY: SURFACE MOTION
 DK4802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4802+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2007
 DK4802
 DK4802  HISTORY     - Date     Condition        Report By
 DK4802  HISTORY     - 20071205 MONUMENTED       BDE
 DK4802
 DK4802                          STATION DESCRIPTION
 DK4802
 DK4802'DESCRIBED BY BASKERVILLE DONOVAN INCORPORATED 2007
 DK4802'STATION DESCRIPTION DESCRIBED BY BASKERVILLE DONOVAN INCORPORATED 2008
 DK4802'(SI) THE STATION IS LOCATED ON SANTA ROSA ISLAND.  12.2 MI (19.7 KM)
 DK4802'EAST PENSACOLA BEACH, 4.8 MI (7.7 KM) WEST OF NAVARRE BEACH.
 DK4802'
 DK4802'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 98 (NAVARRE
 DK4802'PARKWAY) AND STATE ROAD 87 (HIGHWAY 87 SOUTH), DRIVE EAST ON U.S.
 DK4802'HIGHWAY 98 (NAVARRE PARKWAY) FOR 0.5 MI (0.7 KM) TO THE INTERSECTION
 DK4802'OF U.S.  HIGHWAY 98 (NAVARRE PARKWAY) AND NAVARRE BEACH CAUSEWAY, TURN
 DK4802'RIGHT (SOUTH) FOR 1.4 MI (2.2 KM) TO THE INTERSECTION OF NAVARRE BEACH
 DK4802'CAUSEWAY AND GULF BOULEVARD, TURN RIGHT ON GULF BOULEVARD (WEST) FOR
 DK4802'3.4 MILES (5.5 KM) AND THE STATION ON THE RIGHT.  THE STATION IS AN
 DK4802'ESCAMBIA COUNTY SURVEY DEPARTMENT.  GEODETIC CONTROL POINT DISK SET IN
 DK4802'AN 12-INCH (30 CM) CONCRETE MONUMENT THAT IS 0.5 FT (0.2 M) BELOW
 DK4802'GROUND LEVEL..  THE STATION IS LOCATED ON A LARGE SAND DUNE 264 FT
 DK4802'(80.5 M) NORTH FROM CENTERLINE OF GULF BOULEVARD.  STATION IS ALSO 0.1
 DK4802'MILE (0.2 KM) WEST OF A GATED ENTRANCE. REFERENCES-- SET 1/2 INCH (1
 DK4802'CM) IRON ROD AND CAP -BDI INCORPORATED LB 0340- NORTH AT 35.6 FT
 DK4802'(10.85 M).   SET 1/2 INCH (1 CM) IRON ROD AND CAP -BDI INCORPORATED LB
 DK4802'0340- SOUTHEAST AT 20.1 FT (6.13 M).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK4803 ***********************************************************************
 DK4803  DESIGNATION -  4135R
 DK4803  PID         -  DK4803
 DK4803  STATE/COUNTY-  FL/ESCAMBIA
 DK4803  COUNTRY     -  US
 DK4803  USGS QUAD   -  SOUTH OF HOLLEY (2018)
 DK4803
 DK4803                         *CURRENT SURVEY CONTROL
 DK4803  ______________________________________________________________________
 DK4803* NAD 83(2011) POSITION- 30 22 15.77657(N) 086 55 36.71036(W)   ADJUSTED
 DK4803* NAD 83(2011) ELLIP HT-   -21.476 (meters)        (06/27/12)   ADJUSTED
 DK4803* NAD 83(2011) EPOCH   -  2010.00
 DK4803* NAVD 88 ORTHO HEIGHT -     5.8   (meters)       19.    (feet) GPS OBS
 DK4803  ______________________________________________________________________
 DK4803  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK4803  GEOID HEIGHT    -        -27.241 (meters)                     GEOID03
 DK4803  GEOID HEIGHT    -        -27.277 (meters)                     GEOID18
 DK4803  NAD 83(2011) X  -    295,263.562 (meters)                     COMP
 DK4803  NAD 83(2011) Y  - -5,499,636.153 (meters)                     COMP
 DK4803  NAD 83(2011) Z  -  3,205,918.132 (meters)                     COMP
 DK4803  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 DK4803
 DK4803  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4803  Standards:
 DK4803         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4803            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4803  -------------------------------------------------------------------
 DK4803  NETWORK    0.82   1.65           0.35   0.32   0.84     -0.12529066
 DK4803  -------------------------------------------------------------------
 DK4803  Click here for local accuracies and other accuracy information.
 DK4803
 DK4803.The horizontal coordinates were established by GPS observations
 DK4803.and adjusted by the National Geodetic Survey in June 2012.
 DK4803
 DK4803.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4803.been affixed to the stable North American tectonic plate. See 
 DK4803.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4803
 DK4803.The horizontal coordinates are valid at the epoch date displayed above
 DK4803.which is a decimal equivalence of Year/Month/Day.
 DK4803
 DK4803.The orthometric height was determined by GPS observations and a
 DK4803.high-resolution geoid model.
 DK4803
 DK4803.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4803.GEOID18 height accuracy estimate available here.
 DK4803
 DK4803.Click photographs - Photos may exist for this station.
 DK4803
 DK4803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4803
 DK4803.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4803
 DK4803.The ellipsoidal height was determined by GPS observations
 DK4803.and is referenced to NAD 83.
 DK4803
 DK4803. The following values were computed from the NAD 83(2011) position.
 DK4803
 DK4803;                    North         East     Units Scale Factor Converg.
 DK4803;SPC FL N     -   154,460.571   366,745.103   MT  0.99995473   -1 13 10.4
 DK4803;SPC FL N     -   506,759.39  1,203,229.56   sFT  0.99995473   -1 13 10.4
 DK4803;UTM  16      - 3,359,904.023   507,027.411   MT  0.99960061   +0 02 13.1
 DK4803
 DK4803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4803!SPC FL N     -   1.00000337  x   0.99995473  =   0.99995810
 DK4803!UTM  16      -   1.00000337  x   0.99960061  =   0.99960398
 DK4803
 DK4803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU0702759904(NAD 83)
 DK4803
 DK4803                          SUPERSEDED SURVEY CONTROL
 DK4803
 DK4803  NAD 83(1999)-  30 22 15.77674(N)    086 55 36.71116(W) AD(       ) 1
 DK4803  ELLIP H (05/13/08)  -21.459  (m)                       GP(       ) 4 2
 DK4803
 DK4803.Superseded values are not recommended for survey control.
 DK4803
 DK4803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4803.See file dsdata.pdf to determine how the superseded data were derived.
 DK4803
 DK4803_MARKER: DD = SURVEY DISK
 DK4803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4803_STAMPING: ESC-4135R 2007
 DK4803_MARK LOGO: FL-033
 DK4803_PROJECTION: FLUSH
 DK4803_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4803+STABILITY: SURFACE MOTION
 DK4803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4803+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2007
 DK4803
 DK4803  HISTORY     - Date     Condition        Report By
 DK4803  HISTORY     - 20071205 MONUMENTED       BDE
 DK4803
 DK4803                          STATION DESCRIPTION
 DK4803
 DK4803'DESCRIBED BY BASKERVILLE DONOVAN INCORPORATED 2007
 DK4803'STATION DESCRIPTION DESCRIBED BY BASKERVILLE DONOVAN INCORPORATED 2008
 DK4803'(SI) THE STATION IS LOCATED ON SANTA ROSA ISLAND.  12.2 MI (19.7 KM)
 DK4803'EAST PENSACOLA BEACH, 4.8 MI (7.7 KM) WEST OF NAVARRE BEACH.
 DK4803'
 DK4803'TO REACH STATION FROM THE INTERSECTION OF U.S. HIGHWAY 98 (NAVARRE
 DK4803'PARKWAY) AND STATE ROAD 87 (HIGHWAY 87 SOUTH), DRIVE EAST ON U.S.
 DK4803'HIGHWAY 98 (NAVARRE PARKWAY) FOR 0.5 MI (0.7 KM) TO THE INTERSECTION
 DK4803'OF U.S.  HIGHWAY 98 (NAVARRE PARKWAY) AND NAVARRE BEACH CAUSEWAY, TURN
 DK4803'RIGHT (SOUTH) FOR 1.4 MI (2.2 KM) TO THE INTERSECTION OF NAVARRE BEACH
 DK4803'CAUSEWAY AND GULF BOULEVARD, TURN RIGHT ON GULF BOULEVARD (WEST) FOR
 DK4803'3.8 MILES (6.1 KM) AND THE STATION ON THE RIGHT.  THE STATION IS AN
 DK4803'ESCAMBIA COUNTY SURVEY DEPARTMENT.  GEODETIC CONTROL POINT DISK SET IN
 DK4803'AN 12-INCH (30 CM) CONCRETE MONUMENT THAT IS 0.5 FT (0.2 M) BELOW
 DK4803'GROUND LEVEL.  THE STATION IS LOCATED ON A LARGE SAND DUNE 145 FT
 DK4803'(44.20 M) NORTH FROM CENTERLINE OF GULF BOULEVARD. REFERENCES-- SET
 DK4803'1/2 INCH (1 CM) IRON ROD AND CAP -BDI INCORPORATED LB 0340- SOUTHEAST
 DK4803'AT 36.3 FT (11.06 M).   SET 1/2 INCH (1 CM) IRON ROD AND CAP -BDI
 DK4803'INCORPORATED LB 0340- NORTHWEST AT 25.1 FT (7.65 M).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK4800 ***********************************************************************
 DK4800  DESIGNATION -  4136R
 DK4800  PID         -  DK4800
 DK4800  STATE/COUNTY-  FL/ESCAMBIA
 DK4800  COUNTRY     -  US
 DK4800  USGS QUAD   -  SOUTH OF HOLLEY (2018)
 DK4800
 DK4800                         *CURRENT SURVEY CONTROL
 DK4800  ______________________________________________________________________
 DK4800* NAD 83(2011) POSITION- 30 22 03.79871(N) 086 56 31.67470(W)   ADJUSTED
 DK4800* NAD 83(2011) ELLIP HT-   -19.741 (meters)        (06/27/12)   ADJUSTED
 DK4800* NAD 83(2011) EPOCH   -  2010.00
 DK4800* NAVD 88 ORTHO HEIGHT -     7.5   (meters)       25.    (feet) GPS OBS
 DK4800  ______________________________________________________________________
 DK4800  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DK4800  GEOID HEIGHT    -        -27.243 (meters)                     GEOID03
 DK4800  GEOID HEIGHT    -        -27.281 (meters)                     GEOID18
 DK4800  NAD 83(2011) X  -    293,808.066 (meters)                     COMP
 DK4800  NAD 83(2011) Y  - -5,499,902.346 (meters)                     COMP
 DK4800  NAD 83(2011) Z  -  3,205,600.775 (meters)                     COMP
 DK4800  LAPLACE CORR    -          0.40  (seconds)                    DEFLEC18
 DK4800
 DK4800  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DK4800  Standards:
 DK4800         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DK4800            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DK4800  -------------------------------------------------------------------
 DK4800  NETWORK    0.81   1.61           0.35   0.31   0.82     -0.13327228
 DK4800  -------------------------------------------------------------------
 DK4800  Click here for local accuracies and other accuracy information.
 DK4800
 DK4800.The horizontal coordinates were established by GPS observations
 DK4800.and adjusted by the National Geodetic Survey in June 2012.
 DK4800
 DK4800.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DK4800.been affixed to the stable North American tectonic plate. See 
 DK4800.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DK4800
 DK4800.The horizontal coordinates are valid at the epoch date displayed above
 DK4800.which is a decimal equivalence of Year/Month/Day.
 DK4800
 DK4800.The orthometric height was determined by GPS observations and a
 DK4800.high-resolution geoid model.
 DK4800
 DK4800.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4800.GEOID18 height accuracy estimate available here.
 DK4800
 DK4800.Click photographs - Photos may exist for this station.
 DK4800
 DK4800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DK4800
 DK4800.The Laplace correction was computed from DEFLEC18 derived deflections.
 DK4800
 DK4800.The ellipsoidal height was determined by GPS observations
 DK4800.and is referenced to NAD 83.
 DK4800
 DK4800. The following values were computed from the NAD 83(2011) position.
 DK4800
 DK4800;                    North         East     Units Scale Factor Converg.
 DK4800;SPC FL N     -   154,123.159   365,269.975   MT  0.99995453   -1 13 38.0
 DK4800;SPC FL N     -   505,652.40  1,198,389.91   sFT  0.99995453   -1 13 38.0
 DK4800;UTM  16      - 3,359,534.476   505,560.557   MT  0.99960038   +0 01 45.3
 DK4800
 DK4800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DK4800!SPC FL N     -   1.00000310  x   0.99995453  =   0.99995763
 DK4800!UTM  16      -   1.00000310  x   0.99960038  =   0.99960348
 DK4800
 DK4800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU0556059534(NAD 83)
 DK4800
 DK4800                          SUPERSEDED SURVEY CONTROL
 DK4800
 DK4800  NAD 83(1999)-  30 22 03.79888(N)    086 56 31.67550(W) AD(       ) 1
 DK4800  ELLIP H (05/13/08)  -19.725  (m)                       GP(       ) 4 2
 DK4800
 DK4800.Superseded values are not recommended for survey control.
 DK4800
 DK4800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK4800.See file dsdata.pdf to determine how the superseded data were derived.
 DK4800
 DK4800_MARKER: DD = SURVEY DISK
 DK4800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4800_STAMPING: ESC-4136R 2007
 DK4800_MARK LOGO: FL-033
 DK4800_PROJECTION: RECESSED 20 CENTIMETERS
 DK4800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DK4800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4800+STABILITY: SURFACE MOTION
 DK4800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4800+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2007
 DK4800
 DK4800  HISTORY     - Date     Condition        Report By
 DK4800  HISTORY     - 20071206 MONUMENTED       BDE
 DK4800
 DK4800                          STATION DESCRIPTION
 DK4800
 DK4800'DESCRIBED BY BASKERVILLE DONOVAN INCORPORATED 2007
 DK4800'STATION DESCRIPTION  DESCRIBED BY BASKERVILLE DONOVAN INCORPORATED
 DK4800'2008 (SI) THE STATION IS LOCATED ON SANTA ROSA ISLAND.  12.2 MI (19.7
 DK4800'KM) EAST OF PENSACOLA BEACH, 4.8 MI (7.7 KM) WEST OF NAVARRE BEACH.
 DK4800'
 DK4800'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 98 (NAVARRE
 DK4800'PARKWAY)  AND STATE ROAD 87 (HIGHWAY 87 SOUTH), DRIVE EAST ON U.S.
 DK4800'HIGHWAY 98  (NAVARRE PARKWAY) FOR 0.5 MI (0.7 KM) TO THE INTERSECTION
 DK4800'OF U.S.  HIGHWAY 98 (NAVARRE PARKWAY) AND NAVARRE BEACH CAUSEWAY, TURN
 DK4800'RIGHT (SOUTH) FOR 1.4 MI (2.2 KM) TO THE INTERSECTION OF NAVARRE BEACH
 DK4800'CAUSEWAY AND GULF BOULEVARD, TURN RIGHT ON GULF BOULEVARD (WEST) FOR
 DK4800'4.7 MILES (7.6 KM) AND THE STATION ON THE RIGHT.  THE  STATION IS AN
 DK4800'ESCAMBIA COUNTY SURVEY DEPARTMENT.  GEODETIC CONTROL POINT  DISK SET
 DK4800'IN AN 12-INCH (30 CM) CONCRETE MONUMENT  THAT IS 0.5 FT (0.2 M) BELOW
 DK4800'GROUND LEVEL.  109 FT (33.2 M) NORTH FROM  CENTERLINE OF GULF
 DK4800'BOULEVARD. REFERENCES--  SET 1/2 INCH (1 CM) IRON ROD AND CAP -BDI
 DK4800'INCORPORATED LB 0340- SOUTHEAST AT 30.2 FT (9.21 M). SET 1/2 INCH (1
 DK4800'CM) IRON ROD AND CAP -BDI INCORPORATED LB 0340- NORTHWEST AT 49.6 FT
 DK4800'(15.19 M).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0258 ***********************************************************************
 AG0258  DESIGNATION -  414
 AG0258  PID         -  AG0258
 AG0258  STATE/COUNTY-  FL/PINELLAS
 AG0258  COUNTRY     -  US
 AG0258  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0258
 AG0258                         *CURRENT SURVEY CONTROL
 AG0258  ______________________________________________________________________
 AG0258* NAD 83(1986) POSITION- 27 50 19.     (N) 082 42 35.     (W)   SCALED
 AG0258* NAVD 88 ORTHO HEIGHT -     4.777 (meters)       15.67  (feet) ADJUSTED
 AG0258  ______________________________________________________________________
 AG0258  GEOID HEIGHT    -        -24.525 (meters)                     GEOID18
 AG0258  DYNAMIC HEIGHT  -          4.769 (meters)       15.65  (feet) COMP
 AG0258  MODELED GRAVITY -    979,180.7   (mgal)                       NAVD 88
 AG0258
 AG0258  VERT ORDER      -  SECOND    CLASS II
 AG0258
 AG0258.The horizontal coordinates were scaled from a map and have
 AG0258.an estimated accuracy of +/- 6 seconds.
 AG0258
 AG0258.The orthometric height was determined by differential leveling and
 AG0258.adjusted by the NATIONAL GEODETIC SURVEY
 AG0258.in June 1991.
 AG0258
 AG0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0258.GEOID18 height accuracy estimate available here.
 AG0258
 AG0258.Click photographs - Photos may exist for this station.
 AG0258
 AG0258.The dynamic height is computed by dividing the NAVD 88
 AG0258.geopotential number by the normal gravity value computed on the
 AG0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0258.degrees latitude (g = 980.6199 gals.).
 AG0258
 AG0258.The modeled gravity was interpolated from observed gravity values.
 AG0258
 AG0258;                    North         East    Units  Estimated Accuracy
 AG0258;SPC FL W     -   388,530.      130,090.      MT  (+/- 180 meters Scaled)
 AG0258
 AG0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL316804(NAD 83)
 AG0258
 AG0258                          SUPERSEDED SURVEY CONTROL
 AG0258
 AG0258  NGVD 29 (??/??/92)    5.040  (m)           16.54   (f) ADJ UNCH    2 2
 AG0258
 AG0258.Superseded values are not recommended for survey control.
 AG0258
 AG0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0258.See file dsdata.pdf to determine how the superseded data were derived.
 AG0258
 AG0258_MARKER: DD = SURVEY DISK
 AG0258_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0258_SP_SET: INLET
 AG0258_STAMPING: 414
 AG0258_MARK LOGO: FLHD
 AG0258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0258+STABILITY: SURFACE MOTION
 AG0258
 AG0258  HISTORY     - Date     Condition        Report By
 AG0258  HISTORY     - UNK      MONUMENTED       FLHD
 AG0258  HISTORY     - 1976     GOOD             NGS
 AG0258  HISTORY     - 19981103 GOOD             USPSQD
 AG0258
 AG0258                          STATION DESCRIPTION
 AG0258
 AG0258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0258'IN PINELLAS PARK.
 AG0258'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0258'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.).  RUN EASTERLY ON
 AG0258'S.R. 694 FOR 1.15 MILES TO THE INTERSECTION OF 56TH ST.  STATION ON
 AG0258'RIGHT, S.W. CORNER, 41.3 FT. SOUTH OF THE CENTERLINE OF 74TH AVE. N.,
 AG0258'44.5 FT. WEST OF THE CENTERLINE OF 56TH ST.  SET IN THE TOP OF A
 AG0258'CONCRETE INLET.  SECTION 28, T30S, R16E.
 AG0258
 AG0258                          STATION RECOVERY (1998)
 AG0258
 AG0258'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0258'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5695 ***********************************************************************
 AD5695  DESIGNATION -  414 FLHD
 AD5695  PID         -  AD5695
 AD5695  STATE/COUNTY-  FL/BROWARD
 AD5695  COUNTRY     -  US
 AD5695  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5695
 AD5695                         *CURRENT SURVEY CONTROL
 AD5695  ______________________________________________________________________
 AD5695* NAD 83(1986) POSITION- 26 05 21.     (N) 080 10 03.     (W)   SCALED
 AD5695* NAVD 88 ORTHO HEIGHT -     8.613 (meters)       28.26  (feet) ADJUSTED
 AD5695  ______________________________________________________________________
 AD5695  GEOID HEIGHT    -        -25.584 (meters)                     GEOID18
 AD5695  DYNAMIC HEIGHT  -          8.599 (meters)       28.21  (feet) COMP
 AD5695  MODELED GRAVITY -    979,056.5   (mgal)                       NAVD 88
 AD5695
 AD5695  VERT ORDER      -  FIRST     CLASS II
 AD5695
 AD5695.The horizontal coordinates were scaled from a map and have
 AD5695.an estimated accuracy of +/- 6 seconds.
 AD5695
 AD5695.The orthometric height was determined by differential leveling and
 AD5695.adjusted by the NATIONAL GEODETIC SURVEY
 AD5695.in June 1991.
 AD5695
 AD5695.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5695.GEOID18 height accuracy estimate available here.
 AD5695
 AD5695.Click photographs - Photos may exist for this station.
 AD5695
 AD5695.The dynamic height is computed by dividing the NAVD 88
 AD5695.geopotential number by the normal gravity value computed on the
 AD5695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5695.degrees latitude (g = 980.6199 gals.).
 AD5695
 AD5695.The modeled gravity was interpolated from observed gravity values.
 AD5695
 AD5695;                    North         East    Units  Estimated Accuracy
 AD5695;SPC FL E     -   194,760.      283,280.      MT  (+/- 180 meters Scaled)
 AD5695
 AD5695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ832858(NAD 83)
 AD5695
 AD5695                          SUPERSEDED SURVEY CONTROL
 AD5695
 AD5695  NGVD 29 (09/01/92)    9.102  (m)           29.86   (f) ADJUSTED    1 2
 AD5695
 AD5695.Superseded values are not recommended for survey control.
 AD5695
 AD5695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5695.See file dsdata.pdf to determine how the superseded data were derived.
 AD5695
 AD5695_MARKER: DB = BENCH MARK DISK
 AD5695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD5695_SP_SET: CONCRETE BRIDGE
 AD5695_STAMPING: 414 29.91
 AD5695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5695
 AD5695  HISTORY     - Date     Condition        Report By
 AD5695  HISTORY     - UNK      MONUMENTED       FLHD
 AD5695  HISTORY     - 1978     GOOD             FL-011
 AD5695  HISTORY     - 19980218 MARK NOT FOUND   USPSQD
 AD5695
 AD5695                          STATION DESCRIPTION
 AD5695
 AD5695'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5695'FORT LAUDERDALE.
 AD5695'THE BENCH MARK IS LOCATED ON THE STATE ROAD 84 AND INTERSTATE 95
 AD5695'OVERPASS. MARK BEARS 42 FEET NORTH OF THE CENTER LINE OF STATE
 AD5695'ROAD 84, 45 FEET WEST OF THE CENTER LINE OF INTERSTATE 95 NORTH
 AD5695'BOUND ENTRANCE RAMP, 14 FEET SOUTHWEST OF A SIGNAL POLE, SET IN THE
 AD5695'TOP OF A CONCRETE GUARDRAIL AT THE NORTHEAST CORNER OF A STATE ROAD
 AD5695'84 BRIDGE OVER INTERSTATE 95.
 AD5695
 AD5695                          STATION RECOVERY (1998)
 AD5695
 AD5695'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5695'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0259 ***********************************************************************
 AG0259  DESIGNATION -  415
 AG0259  PID         -  AG0259
 AG0259  STATE/COUNTY-  FL/PINELLAS
 AG0259  COUNTRY     -  US
 AG0259  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0259
 AG0259                         *CURRENT SURVEY CONTROL
 AG0259  ______________________________________________________________________
 AG0259* NAD 83(1986) POSITION- 27 50 19.     (N) 082 42 23.     (W)   SCALED
 AG0259* NAVD 88 ORTHO HEIGHT -     4.655 (meters)       15.27  (feet) ADJUSTED
 AG0259  ______________________________________________________________________
 AG0259  GEOID HEIGHT    -        -24.530 (meters)                     GEOID18
 AG0259  DYNAMIC HEIGHT  -          4.648 (meters)       15.25  (feet) COMP
 AG0259  MODELED GRAVITY -    979,180.6   (mgal)                       NAVD 88
 AG0259
 AG0259  VERT ORDER      -  SECOND    CLASS II
 AG0259
 AG0259.The horizontal coordinates were scaled from a map and have
 AG0259.an estimated accuracy of +/- 6 seconds.
 AG0259
 AG0259.The orthometric height was determined by differential leveling and
 AG0259.adjusted by the NATIONAL GEODETIC SURVEY
 AG0259.in June 1991.
 AG0259
 AG0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0259.GEOID18 height accuracy estimate available here.
 AG0259
 AG0259.Click photographs - Photos may exist for this station.
 AG0259
 AG0259.The dynamic height is computed by dividing the NAVD 88
 AG0259.geopotential number by the normal gravity value computed on the
 AG0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0259.degrees latitude (g = 980.6199 gals.).
 AG0259
 AG0259.The modeled gravity was interpolated from observed gravity values.
 AG0259
 AG0259;                    North         East    Units  Estimated Accuracy
 AG0259;SPC FL W     -   388,530.      130,420.      MT  (+/- 180 meters Scaled)
 AG0259
 AG0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL319804(NAD 83)
 AG0259
 AG0259                          SUPERSEDED SURVEY CONTROL
 AG0259
 AG0259  NGVD 29 (??/??/92)    4.918  (m)           16.14   (f) ADJ UNCH    2 2
 AG0259
 AG0259.Superseded values are not recommended for survey control.
 AG0259
 AG0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0259.See file dsdata.pdf to determine how the superseded data were derived.
 AG0259
 AG0259_MARKER: DD = SURVEY DISK
 AG0259_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0259_SP_SET: INLET
 AG0259_STAMPING: 415
 AG0259_MARK LOGO: FLHD
 AG0259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0259+STABILITY: SURFACE MOTION
 AG0259
 AG0259  HISTORY     - Date     Condition        Report By
 AG0259  HISTORY     - UNK      MONUMENTED       FLHD
 AG0259  HISTORY     - 1976     GOOD             NGS
 AG0259  HISTORY     - 19981103 POOR             USPSQD
 AG0259  HISTORY     - 20050125 POOR             USPSQD
 AG0259  HISTORY     - 20080925 GOOD             PINCPW
 AG0259
 AG0259                          STATION DESCRIPTION
 AG0259
 AG0259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0259'IN PINELLAS PARK.
 AG0259'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0259'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.).  RUN EASTERLY ON
 AG0259'S.R. 694 FOR 1.45 MILES.  STATION ON RIGHT, 41.2 FT. SOUTH OF THE
 AG0259'CENTERLINE OF 74TH AVE. N., 32.2 FT. WEST OF A LIGHT POLE (NUMBER
 AG0259'1-78537).  SET IN THE TOP OF A CONCRETE INLET.  SECTION 28, T30S,
 AG0259'R16E.
 AG0259
 AG0259                          STATION RECOVERY (1998)
 AG0259
 AG0259'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0259'MARK RECOVERED IN POOR CONDITION.
 AG0259
 AG0259                          STATION RECOVERY (2005)
 AG0259
 AG0259'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 AG0259'STATION IS LOCATED AT 5258 PARK AVE. (74TH AVE) IT IS IN POOR
 AG0259'CONDITION DUE TO THE UPPER RIGHT THIRD BEING MISSING.
 AG0259
 AG0259                          STATION RECOVERY (2008)
 AG0259
 AG0259'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0259'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6669 ***********************************************************************
 DE6669  DESIGNATION -  415 93 A04
 DE6669  PID         -  DE6669
 DE6669  STATE/COUNTY-  FL/VOLUSIA
 DE6669  COUNTRY     -  US
 DE6669  USGS QUAD   -  LAKE HELEN (2018)
 DE6669
 DE6669                         *CURRENT SURVEY CONTROL
 DE6669  ______________________________________________________________________
 DE6669* NAD 83(1986) POSITION- 28 52 37.     (N) 081 09 26.     (W)   SCALED
 DE6669* NAVD 88 ORTHO HEIGHT -    11.332 (meters)       37.18  (feet) ADJUSTED
 DE6669  ______________________________________________________________________
 DE6669  GEOID HEIGHT    -        -27.931 (meters)                     GEOID18
 DE6669  DYNAMIC HEIGHT  -         11.316 (meters)       37.13  (feet) COMP
 DE6669  MODELED GRAVITY -    979,251.6   (mgal)                       NAVD 88
 DE6669
 DE6669  VERT ORDER      -  SECOND    CLASS I
 DE6669
 DE6669.The horizontal coordinates were scaled from a map and have
 DE6669.an estimated accuracy of +/- 6 seconds.
 DE6669
 DE6669.The orthometric height was determined by differential leveling and
 DE6669.adjusted by the NATIONAL GEODETIC SURVEY
 DE6669.in May 2004.
 DE6669
 DE6669.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6669.GEOID18 height accuracy estimate available here.
 DE6669
 DE6669.Click photographs - Photos may exist for this station.
 DE6669
 DE6669.The dynamic height is computed by dividing the NAVD 88
 DE6669.geopotential number by the normal gravity value computed on the
 DE6669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6669.degrees latitude (g = 980.6199 gals.).
 DE6669
 DE6669.The modeled gravity was interpolated from observed gravity values.
 DE6669
 DE6669;                    North         East    Units  Estimated Accuracy
 DE6669;SPC FL E     -   503,400.      184,660.      MT  (+/- 180 meters Scaled)
 DE6669
 DE6669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM846943(NAD 83)
 DE6669
 DE6669                          SUPERSEDED SURVEY CONTROL
 DE6669
 DE6669.No superseded survey control is available for this station.
 DE6669
 DE6669_STAMPING: 415 93 A04
 DE6669_MARK LOGO: FLDT
 DE6669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6669+SATELLITE: SATELLITE OBSERVATIONS - September 09, 1998
 DE6669
 DE6669  HISTORY     - Date     Condition        Report By
 DE6669  HISTORY     - UNK      MONUMENTED       FLDT
 DE6669  HISTORY     - 19980909 GOOD             FLDEP
 DE6669  HISTORY     - 20210407 MARK NOT FOUND   GEOCAC
 DE6669
 DE6669                          STATION DESCRIPTION
 DE6669
 DE6669'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JLM)
 DE6669'THE MARK IS ABOUT 11.0 MI (17.7 KM) NORTHEAST OF SANFORD, 2.0 MI (3.2
 DE6669'KM) NORTHEAST OF OSTEEN IN SECTION 31, TOWNSHIP 18 SOUTH, RANGE 32
 DE6669'EAST. TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 4162 AND
 DE6669'STATE ROAD 415 IN OSTEEN, GO NORTHEAST ON STATE ROAD 415 FOR 1.85 MI
 DE6669'(2.98 KM) TO THE JUNCTION OF FORT SMITH BOULEVARD ON THE LEFT,
 DE6669'CONTINUE NORTHEAST ON STATE ROAD 415 FOR 0.1 MI (0.2 KM) TO THE MARK
 DE6669'ON THE LEFT, SET IN THE TOP OF A PREFABRICATED 4X4 CONCRETE POST
 DE6669'RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND 4.0 FT
 DE6669'(1.2 M) BELOW THE LEVEL OF STATE ROAD 415. LOCATED 45.2 FT (13.8 M)
 DE6669'NORTHWEST OF THE CENTERLINE OF STATE ROAD 415, 40.0 FT (12.2 M)
 DE6669'NORTHEAST OF THE CENTERLINE OF A CLOSED ROAD LEADING NORTH AND 1.0 FT
 DE6669'(0.3 M) NORTHEAST OF A METAL WITNESS POST.
 DE6669
 DE6669                          STATION RECOVERY (2021)
 DE6669
 DE6669'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DE6669'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0260 ***********************************************************************
 AG0260  DESIGNATION -  416
 AG0260  PID         -  AG0260
 AG0260  STATE/COUNTY-  FL/PINELLAS
 AG0260  COUNTRY     -  US
 AG0260  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0260
 AG0260                         *CURRENT SURVEY CONTROL
 AG0260  ______________________________________________________________________
 AG0260* NAD 83(1986) POSITION- 27 50 20.1    (N) 082 42 07.2    (W)   HD_HELD1
 AG0260* NAVD 88 ORTHO HEIGHT -     4.610 (meters)       15.12  (feet) ADJUSTED
 AG0260  ______________________________________________________________________
 AG0260  GEOID HEIGHT    -        -24.537 (meters)                     GEOID18
 AG0260  DYNAMIC HEIGHT  -          4.603 (meters)       15.10  (feet) COMP
 AG0260  MODELED GRAVITY -    979,180.8   (mgal)                       NAVD 88
 AG0260
 AG0260  VERT ORDER      -  SECOND    CLASS II
 AG0260
 AG0260.The horizontal coordinates were determined by differentially corrected
 AG0260.hand held GPS observations or other comparable positioning techniques
 AG0260.and have an estimated accuracy of +/- 3 meters.
 AG0260
 AG0260.The orthometric height was determined by differential leveling and
 AG0260.adjusted by the NATIONAL GEODETIC SURVEY
 AG0260.in June 1991.
 AG0260
 AG0260.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0260.GEOID18 height accuracy estimate available here.
 AG0260
 AG0260.Click photographs - Photos may exist for this station.
 AG0260
 AG0260.The dynamic height is computed by dividing the NAVD 88
 AG0260.geopotential number by the normal gravity value computed on the
 AG0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0260.degrees latitude (g = 980.6199 gals.).
 AG0260
 AG0260.The modeled gravity was interpolated from observed gravity values.
 AG0260
 AG0260;                    North         East    Units  Estimated Accuracy
 AG0260;SPC FL W     -   388,556.9     130,850.6     MT  (+/- 3 meters HH1 GPS) 
 AG0260
 AG0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3239280521(NAD 83)
 AG0260
 AG0260                          SUPERSEDED SURVEY CONTROL
 AG0260
 AG0260  NGVD 29 (??/??/92)    4.873  (m)           15.99   (f) ADJ UNCH    2 2
 AG0260
 AG0260.Superseded values are not recommended for survey control.
 AG0260
 AG0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0260.See file dsdata.pdf to determine how the superseded data were derived.
 AG0260
 AG0260_MARKER: DD = SURVEY DISK
 AG0260_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0260_SP_SET: INLET
 AG0260_STAMPING: 416
 AG0260_MARK LOGO: FLHD
 AG0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0260+STABILITY: SURFACE MOTION
 AG0260
 AG0260  HISTORY     - Date     Condition        Report By
 AG0260  HISTORY     - UNK      MONUMENTED       FLHD
 AG0260  HISTORY     - 1976     GOOD             NGS
 AG0260  HISTORY     - 19991129 GOOD             USPSQD
 AG0260  HISTORY     - 20010331 GOOD             USPSQD
 AG0260  HISTORY     - 20080925 GOOD             PINCPW
 AG0260
 AG0260                          STATION DESCRIPTION
 AG0260
 AG0260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0260'IN PINELLAS PARK.
 AG0260'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0260'PARK BLVD.) AND U.S. HWY. A19A (S.R. 693, 66TH ST.).  RUN EASTERLY ON
 AG0260'S.R. 694 FOR 1.65 MILES TO THE INTERSECTION OF 50TH ST.  STATION ON
 AG0260'RIGHT, 41.2 FT. SOUTH OF THE CENTERLINE OF 74TH AVE. N., 42.7 FT. WEST
 AG0260'OF THE CENTERLINE OF 50TH ST.  SET IN THE TOP OF A CONCRETE INLET.
 AG0260'SECTION 28, T30S, R16E.
 AG0260
 AG0260                          STATION RECOVERY (1999)
 AG0260
 AG0260'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0260'RECOVERED IN GOOD CONDITION.
 AG0260
 AG0260                          STATION RECOVERY (2001)
 AG0260
 AG0260'RECOVERY NOTE BY US POWER SQUADRON 2001
 AG0260'RECOVERED IN GOOD CONDITION.
 AG0260
 AG0260                          STATION RECOVERY (2008)
 AG0260
 AG0260'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0260'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0261 ***********************************************************************
 AG0261  DESIGNATION -  417
 AG0261  PID         -  AG0261
 AG0261  STATE/COUNTY-  FL/PINELLAS
 AG0261  COUNTRY     -  US
 AG0261  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0261
 AG0261                         *CURRENT SURVEY CONTROL
 AG0261  ______________________________________________________________________
 AG0261* NAD 83(1986) POSITION- 27 50 19.     (N) 082 41 47.     (W)   SCALED
 AG0261* NAVD 88 ORTHO HEIGHT -     4.784 (meters)       15.70  (feet) ADJUSTED
 AG0261  ______________________________________________________________________
 AG0261  GEOID HEIGHT    -        -24.544 (meters)                     GEOID18
 AG0261  DYNAMIC HEIGHT  -          4.777 (meters)       15.67  (feet) COMP
 AG0261  MODELED GRAVITY -    979,180.5   (mgal)                       NAVD 88
 AG0261
 AG0261  VERT ORDER      -  SECOND    CLASS II
 AG0261
 AG0261.The horizontal coordinates were scaled from a map and have
 AG0261.an estimated accuracy of +/- 6 seconds.
 AG0261
 AG0261.The orthometric height was determined by differential leveling and
 AG0261.adjusted by the NATIONAL GEODETIC SURVEY
 AG0261.in June 1991.
 AG0261
 AG0261.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0261.GEOID18 height accuracy estimate available here.
 AG0261
 AG0261.Click photographs - Photos may exist for this station.
 AG0261
 AG0261.The dynamic height is computed by dividing the NAVD 88
 AG0261.geopotential number by the normal gravity value computed on the
 AG0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0261.degrees latitude (g = 980.6199 gals.).
 AG0261
 AG0261.The modeled gravity was interpolated from observed gravity values.
 AG0261
 AG0261;                    North         East    Units  Estimated Accuracy
 AG0261;SPC FL W     -   388,520.      131,400.      MT  (+/- 180 meters Scaled)
 AG0261
 AG0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL329804(NAD 83)
 AG0261
 AG0261                          SUPERSEDED SURVEY CONTROL
 AG0261
 AG0261  NGVD 29 (??/??/92)    5.047  (m)           16.56   (f) ADJ UNCH    2 2
 AG0261
 AG0261.Superseded values are not recommended for survey control.
 AG0261
 AG0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0261.See file dsdata.pdf to determine how the superseded data were derived.
 AG0261
 AG0261_MARKER: DD = SURVEY DISK
 AG0261_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0261_SP_SET: INLET
 AG0261_STAMPING: 417
 AG0261_MARK LOGO: FLHD
 AG0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0261+STABILITY: SURFACE MOTION
 AG0261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0261+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 AG0261
 AG0261  HISTORY     - Date     Condition        Report By
 AG0261  HISTORY     - UNK      MONUMENTED       FLHD
 AG0261  HISTORY     - 1976     GOOD             NGS
 AG0261  HISTORY     - 19981103 GOOD             USPSQD
 AG0261  HISTORY     - 20050118 GOOD             USPSQD
 AG0261  HISTORY     - 20080925 GOOD             PINCPW
 AG0261
 AG0261                          STATION DESCRIPTION
 AG0261
 AG0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0261'IN PINELLAS PARK.
 AG0261'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0261'PARK BLVD.) AND S.R. S-691 (49TH ST.).  RUN EASTERLY ON S.R. 694 FOR
 AG0261'0.15 MILES.  STATION ON RIGHT, 41.2 FT. SOUTH OF THE CENTERLINE OF
 AG0261'74TH AVE. N., 317.0 FT. WEST OF THE CENTERLINE OF 46TH ST.  SET IN THE
 AG0261'TOP OF A CONCRETE INLET.  SECTION 28, T30S, R16E.
 AG0261
 AG0261                          STATION RECOVERY (1998)
 AG0261
 AG0261'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0261'RECOVERED IN GOOD CONDITION.
 AG0261
 AG0261                          STATION RECOVERY (2005)
 AG0261
 AG0261'RECOVERY NOTE BY US POWER SQUADRON 2005 (SR)
 AG0261'LOCATED 12 FEET NE OF STEEL LIGHT POLE B116237
 AG0261
 AG0261                          STATION RECOVERY (2008)
 AG0261
 AG0261'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0261'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0262 ***********************************************************************
 AG0262  DESIGNATION -  418
 AG0262  PID         -  AG0262
 AG0262  STATE/COUNTY-  FL/PINELLAS
 AG0262  COUNTRY     -  US
 AG0262  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0262
 AG0262                         *CURRENT SURVEY CONTROL
 AG0262  ______________________________________________________________________
 AG0262* NAD 83(1986) POSITION- 27 50 25.     (N) 082 41 47.     (W)   SCALED
 AG0262* NAVD 88 ORTHO HEIGHT -     4.101 (meters)       13.45  (feet) ADJUSTED
 AG0262  ______________________________________________________________________
 AG0262  GEOID HEIGHT    -        -24.547 (meters)                     GEOID18
 AG0262  DYNAMIC HEIGHT  -          4.095 (meters)       13.44  (feet) COMP
 AG0262  MODELED GRAVITY -    979,180.6   (mgal)                       NAVD 88
 AG0262
 AG0262  VERT ORDER      -  SECOND    CLASS II
 AG0262
 AG0262.The horizontal coordinates were scaled from a map and have
 AG0262.an estimated accuracy of +/- 6 seconds.
 AG0262
 AG0262.The orthometric height was determined by differential leveling and
 AG0262.adjusted by the NATIONAL GEODETIC SURVEY
 AG0262.in June 1991.
 AG0262
 AG0262.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0262.GEOID18 height accuracy estimate available here.
 AG0262
 AG0262.Click photographs - Photos may exist for this station.
 AG0262
 AG0262.The dynamic height is computed by dividing the NAVD 88
 AG0262.geopotential number by the normal gravity value computed on the
 AG0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0262.degrees latitude (g = 980.6199 gals.).
 AG0262
 AG0262.The modeled gravity was interpolated from observed gravity values.
 AG0262
 AG0262;                    North         East    Units  Estimated Accuracy
 AG0262;SPC FL W     -   388,710.      131,400.      MT  (+/- 180 meters Scaled)
 AG0262
 AG0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL329806(NAD 83)
 AG0262
 AG0262                          SUPERSEDED SURVEY CONTROL
 AG0262
 AG0262  NGVD 29 (??/??/92)    4.364  (m)           14.32   (f) ADJ UNCH    2 2
 AG0262
 AG0262.Superseded values are not recommended for survey control.
 AG0262
 AG0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0262.See file dsdata.pdf to determine how the superseded data were derived.
 AG0262
 AG0262_MARKER: DD = SURVEY DISK
 AG0262_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0262_SP_SET: CULVERT HEADWALL
 AG0262_STAMPING: 418
 AG0262_MARK LOGO: FLHD
 AG0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0262+STABILITY: SURFACE MOTION
 AG0262
 AG0262  HISTORY     - Date     Condition        Report By
 AG0262  HISTORY     - UNK      MONUMENTED       FLHD
 AG0262  HISTORY     - 1976     GOOD             NGS
 AG0262  HISTORY     - 1989     GOOD             USPSQD
 AG0262  HISTORY     - 19981103 MARK NOT FOUND   USPSQD
 AG0262  HISTORY     - 20050118 GOOD             USPSQD
 AG0262  HISTORY     - 20080925 GOOD             PINCPW
 AG0262
 AG0262                          STATION DESCRIPTION
 AG0262
 AG0262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0262'IN PINELLAS PARK.
 AG0262'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0262'PARK BLVD.) AND S.R. S-691 (49TH ST.).  RUN EASTERLY ON S.R. 694 FOR
 AG0262'0.25 MILES TO THE INTERSECTION OF 46TH ST.  STATION ON LEFT, 320.0 FT.
 AG0262'NORTH OF THE CENTERLINE OF 74TH AVE. N., 14.0 FT. WEST OF THE EXTENDED
 AG0262'CENTERLINE OF 46TH ST., 15.6 FT. N.W. OF A HOLLY BUSH.  SET IN THE TOP
 AG0262'OF A CONCRETE HEADWALL.  SECTION 28, T 30, R 16.
 AG0262
 AG0262                          STATION RECOVERY (1989)
 AG0262
 AG0262'RECOVERY NOTE BY US POWER SQUADRON 1989 (RTW)
 AG0262'RECOVERED IN GOOD CONDITION.
 AG0262
 AG0262                          STATION RECOVERY (1998)
 AG0262
 AG0262'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0262'MARK NOT FOUND.
 AG0262
 AG0262                          STATION RECOVERY (2005)
 AG0262
 AG0262'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 AG0262'LOCATED 4 FEET  BEHIND A CHAIN LINK FENCE PROTECTING A DRAINAGE AREA
 AG0262
 AG0262                          STATION RECOVERY (2008)
 AG0262
 AG0262'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0262'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0263 ***********************************************************************
 AG0263  DESIGNATION -  419
 AG0263  PID         -  AG0263
 AG0263  STATE/COUNTY-  FL/PINELLAS
 AG0263  COUNTRY     -  US
 AG0263  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0263
 AG0263                         *CURRENT SURVEY CONTROL
 AG0263  ______________________________________________________________________
 AG0263* NAD 83(1986) POSITION- 27 50 20.8    (N) 082 41 37.5    (W)   HD_HELD2
 AG0263* NAVD 88 ORTHO HEIGHT -     4.445 (meters)       14.58  (feet) ADJUSTED
 AG0263  ______________________________________________________________________
 AG0263  GEOID HEIGHT    -        -24.549 (meters)                     GEOID18
 AG0263  DYNAMIC HEIGHT  -          4.438 (meters)       14.56  (feet) COMP
 AG0263  MODELED GRAVITY -    979,180.4   (mgal)                       NAVD 88
 AG0263
 AG0263  VERT ORDER      -  SECOND    CLASS II
 AG0263
 AG0263.The horizontal coordinates were established by autonomous hand held GPS
 AG0263.observations and have an estimated accuracy of +/- 10 meters.
 AG0263
 AG0263.The orthometric height was determined by differential leveling and
 AG0263.adjusted by the NATIONAL GEODETIC SURVEY
 AG0263.in June 1991.
 AG0263
 AG0263.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0263.GEOID18 height accuracy estimate available here.
 AG0263
 AG0263.Click photographs - Photos may exist for this station.
 AG0263
 AG0263.The dynamic height is computed by dividing the NAVD 88
 AG0263.geopotential number by the normal gravity value computed on the
 AG0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0263.degrees latitude (g = 980.6199 gals.).
 AG0263
 AG0263.The modeled gravity was interpolated from observed gravity values.
 AG0263
 AG0263;                    North         East    Units  Estimated Accuracy
 AG0263;SPC FL W     -   388,574.      131,663.      MT  (+/- 10 meters HH2 GPS)
 AG0263
 AG0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3320580531(NAD 83)
 AG0263
 AG0263                          SUPERSEDED SURVEY CONTROL
 AG0263
 AG0263  NGVD 29 (??/??/92)    4.707  (m)           15.44   (f) ADJ UNCH    2 2
 AG0263
 AG0263.Superseded values are not recommended for survey control.
 AG0263
 AG0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0263.See file dsdata.pdf to determine how the superseded data were derived.
 AG0263
 AG0263_MARKER: DD = SURVEY DISK
 AG0263_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0263_SP_SET: INLET
 AG0263_STAMPING: 419
 AG0263_MARK LOGO: FLHD
 AG0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0263+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 AG0263
 AG0263  HISTORY     - Date     Condition        Report By
 AG0263  HISTORY     - UNK      MONUMENTED       FLHD
 AG0263  HISTORY     - 1976     GOOD             NGS
 AG0263  HISTORY     - 19981103 GOOD             USPSQD
 AG0263  HISTORY     - 20050118 GOOD             USPSQD
 AG0263  HISTORY     - 20080925 GOOD             PINCPW
 AG0263
 AG0263                          STATION DESCRIPTION
 AG0263
 AG0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0263'IN PINELLAS PARK.
 AG0263'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0263'PARK BLVD.) AND S.R. S-691 (49TH ST.).  RUN EASTERLY ON S.R. 694 FOR
 AG0263'0.35 MILES TO THE INTERSECTION OF 44TH ST.  STATION ON RIGHT, 41.4 FT.
 AG0263'SOUTH OF THE CENTERLINE OF 74TH AVE. N., 47.7 FT. EAST OF THE
 AG0263'CENTERLINE OF 44TH ST.  SET IN THE TOP OF A CONCRETE INLET.  SECTION
 AG0263'27, T30S, R16E.
 AG0263
 AG0263                          STATION RECOVERY (1998)
 AG0263
 AG0263'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0263'RECOVERED IN GOOD CONDITION.
 AG0263
 AG0263                          STATION RECOVERY (2005)
 AG0263
 AG0263'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 AG0263'RECOVERED IN GOOD CONDITION.
 AG0263
 AG0263                          STATION RECOVERY (2008)
 AG0263
 AG0263'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0263'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0125 ***********************************************************************
 BE0125  DESIGNATION -  42 WSM USGS
 BE0125  PID         -  BE0125
 BE0125  STATE/COUNTY-  FL/JACKSON
 BE0125  COUNTRY     -  US
 BE0125  USGS QUAD   -  SILLS (2018)
 BE0125
 BE0125                         *CURRENT SURVEY CONTROL
 BE0125  ______________________________________________________________________
 BE0125* NAD 83(1986) POSITION- 30 55 49.     (N) 085 18 13.     (W)   SCALED
 BE0125* NAVD 88 ORTHO HEIGHT -    33.811 (meters)      110.93  (feet) ADJUSTED
 BE0125  ______________________________________________________________________
 BE0125  GEOID HEIGHT    -        -27.931 (meters)                     GEOID18
 BE0125  DYNAMIC HEIGHT  -         33.768 (meters)      110.79  (feet) COMP
 BE0125  MODELED GRAVITY -    979,368.3   (mgal)                       NAVD 88
 BE0125
 BE0125  VERT ORDER      -  SECOND    CLASS 0
 BE0125
 BE0125.The horizontal coordinates were scaled from a map and have
 BE0125.an estimated accuracy of +/- 6 seconds.
 BE0125
 BE0125.The orthometric height was determined by differential leveling and
 BE0125.adjusted by the NATIONAL GEODETIC SURVEY
 BE0125.in June 1991.
 BE0125
 BE0125.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0125.GEOID18 height accuracy estimate available here.
 BE0125
 BE0125.Click photographs - Photos may exist for this station.
 BE0125
 BE0125.The dynamic height is computed by dividing the NAVD 88
 BE0125.geopotential number by the normal gravity value computed on the
 BE0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0125.degrees latitude (g = 980.6199 gals.).
 BE0125
 BE0125.The modeled gravity was interpolated from observed gravity values.
 BE0125
 BE0125;                    North         East    Units  Estimated Accuracy
 BE0125;SPC FL N     -   214,250.      523,190.      MT  (+/- 180 meters Scaled)
 BE0125
 BE0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV620231(NAD 83)
 BE0125
 BE0125                          SUPERSEDED SURVEY CONTROL
 BE0125
 BE0125  NGVD 29 (??/??/92)   33.926  (m)          111.31   (f) ADJ UNCH    2 0
 BE0125
 BE0125.Superseded values are not recommended for survey control.
 BE0125
 BE0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0125.See file dsdata.pdf to determine how the superseded data were derived.
 BE0125
 BE0125_MARKER: DD = SURVEY DISK
 BE0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0125_STAMPING: 42 WSM 1948 111
 BE0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0125+STABILITY: SURFACE MOTION
 BE0125
 BE0125  HISTORY     - Date     Condition        Report By
 BE0125  HISTORY     - 1948     MONUMENTED       USGS
 BE0125  HISTORY     - 1952     GOOD             CGS
 BE0125  HISTORY     - 1964     GOOD             CGS
 BE0125  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0125
 BE0125                          STATION DESCRIPTION
 BE0125
 BE0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0125'6 MI E FROM CAMPBELLTON.
 BE0125'ABOUT 5.7 MILES EAST ALONG STATE HIGHWAY 2 FROM THE SCHOOL AT
 BE0125'CAMPBELLTON TO JUNCTION OF A ROAD LEADING SOUTHWEST AT A POINT
 BE0125'ABOUT 0.55 MILE WEST OF BRIDGE OVER MARSHALL CREEK, THENCE ABOUT
 BE0125'0.3 MILE SOUTHWEST ALONG A DIRT ROAD, ABOUT 0.1 MILE SOUTHWEST OF
 BE0125'A ROAD EAST, ABOUT 0.3 MILE NORTHEAST OF A JUNCTION OF A ROAD SOUTH,
 BE0125'18 FEET EAST OF CENTER LINE OF ROAD, 111 FEET SOUTHWEST OF WEST
 BE0125'CORNER OF ST. PHILIPS BAPTIST CHURCH, 98 FEET SOUTH OF CENTER OF
 BE0125'NORTHEAST POINT OF TRIANGLE FORMED BY JUNCTION OF A DIRT ROAD WEST,
 BE0125'60 FEET SOUTH OF A FENCE CORNER, 5 1/2 FEET WEST OF A FENCE LINE,
 BE0125'1 FOOT WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 BE0125'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 BE0125
 BE0125                          STATION RECOVERY (1964)
 BE0125
 BE0125'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BE0125'RECOVERED IN GOOD CONDITION.
 BE0125
 BE0125                          STATION RECOVERY (2001)
 BE0125
 BE0125'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0125'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6697 ***********************************************************************
 AF6697  DESIGNATION -  42.70
 AF6697  PID         -  AF6697
 AF6697  STATE/COUNTY-  FL/HIGHLANDS
 AF6697  COUNTRY     -  US
 AF6697  USGS QUAD   -  OKEECHOBEE NW (2018)
 AF6697
 AF6697                         *CURRENT SURVEY CONTROL
 AF6697  ______________________________________________________________________
 AF6697* NAD 83(1986) POSITION- 27 14 19.2    (N) 080 58 58.9    (W)   HD_HELD2
 AF6697* NAVD 88 ORTHO HEIGHT -    12.277 (meters)       40.28  (feet) ADJUSTED
 AF6697  ______________________________________________________________________
 AF6697  GEOID HEIGHT    -        -26.282 (meters)                     GEOID18
 AF6697  DYNAMIC HEIGHT  -         12.258 (meters)       40.22  (feet) COMP
 AF6697  MODELED GRAVITY -    979,102.0   (mgal)                       NAVD 88
 AF6697
 AF6697  VERT ORDER      -  FIRST     CLASS II
 AF6697
 AF6697.The horizontal coordinates were established by autonomous hand held GPS
 AF6697.observations and have an estimated accuracy of +/- 10 meters.
 AF6697
 AF6697.The orthometric height was determined by differential leveling and
 AF6697.adjusted by the NATIONAL GEODETIC SURVEY
 AF6697.in June 1991.
 AF6697
 AF6697.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6697.GEOID18 height accuracy estimate available here.
 AF6697
 AF6697.Click photographs - Photos may exist for this station.
 AF6697
 AF6697.The dynamic height is computed by dividing the NAVD 88
 AF6697.geopotential number by the normal gravity value computed on the
 AF6697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6697.degrees latitude (g = 980.6199 gals.).
 AF6697
 AF6697.The modeled gravity was interpolated from observed gravity values.
 AF6697
 AF6697;                    North         East    Units  Estimated Accuracy
 AF6697;SPC FL E     -   321,848.      201,681.      MT  (+/- 10 meters HH2 GPS)
 AF6697
 AF6697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL0168012870(NAD 83)
 AF6697
 AF6697                          SUPERSEDED SURVEY CONTROL
 AF6697
 AF6697  NGVD 29 (09/01/92)   12.642  (m)           41.48   (f) ADJUSTED    1 2
 AF6697
 AF6697.Superseded values are not recommended for survey control.
 AF6697
 AF6697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6697.See file dsdata.pdf to determine how the superseded data were derived.
 AF6697
 AF6697_MARKER: DB = BENCH MARK DISK
 AF6697_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AF6697_SP_SET: BRIDGE ABUTMENT
 AF6697_STAMPING: 42.70
 AF6697_MARK LOGO: FLSRD
 AF6697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6697+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2022
 AF6697
 AF6697  HISTORY     - Date     Condition        Report By
 AF6697  HISTORY     - UNK      MONUMENTED       FLDT
 AF6697  HISTORY     - 1979     GOOD             NGS
 AF6697  HISTORY     - 20220511 GOOD             GEOCAC
 AF6697
 AF6697                          STATION DESCRIPTION
 AF6697
 AF6697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AF6697'9.5 MI WEST FROM OKEECHOBEE.
 AF6697'9.5 MILES WEST ALONG STATE HIGHWAY 70 FROM THE OKEECHOBEE CITY HALL,
 AF6697'AT THE KISSIMMEE RIVER, SET IN THE TOP OF AND 1 FOOT EAST OF THE WEST
 AF6697'END OF THE SOUTH CONCRETE BRIDGE ABUTMENT, 11 FEET SOUTH OF THE
 AF6697'CENTERLINE OF THE HIGHWAY.
 AF6697'THE MARK IS 1 FT ABOVE ROAD SURFACE.
 AF6697
 AF6697                          STATION RECOVERY (2022)
 AF6697
 AF6697'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AF6697'THE MARK IS SET IN THE TOP OF AND 1 FT (0.3 M) EAST OF THE WEST END OF
 AF6697'THE SOUTH CONCRETE BRIDGE ABUTMENT, 14.0 FT (4.3 M) SOUTH OF THE
 AF6697'CENTERLINE OF THE HIGHWAY.  THE MARK IS 1 FT (0.3 M) HIGHER THAN THE
 AF6697'ROAD SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0274 ***********************************************************************
 AG0274  DESIGNATION -  420
 AG0274  PID         -  AG0274
 AG0274  STATE/COUNTY-  FL/PINELLAS
 AG0274  COUNTRY     -  US
 AG0274  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG0274
 AG0274                         *CURRENT SURVEY CONTROL
 AG0274  ______________________________________________________________________
 AG0274* NAD 83(1986) POSITION- 27 50 19.     (N) 082 41 17.     (W)   SCALED
 AG0274* NAVD 88 ORTHO HEIGHT -     4.356 (meters)       14.29  (feet) ADJUSTED
 AG0274  ______________________________________________________________________
 AG0274  GEOID HEIGHT    -        -24.556 (meters)                     GEOID18
 AG0274  DYNAMIC HEIGHT  -          4.350 (meters)       14.27  (feet) COMP
 AG0274  MODELED GRAVITY -    979,180.4   (mgal)                       NAVD 88
 AG0274
 AG0274  VERT ORDER      -  SECOND    CLASS II
 AG0274
 AG0274.The horizontal coordinates were scaled from a map and have
 AG0274.an estimated accuracy of +/- 6 seconds.
 AG0274
 AG0274.The orthometric height was determined by differential leveling and
 AG0274.adjusted by the NATIONAL GEODETIC SURVEY
 AG0274.in June 1991.
 AG0274
 AG0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0274.GEOID18 height accuracy estimate available here.
 AG0274
 AG0274.Click photographs - Photos may exist for this station.
 AG0274
 AG0274.The dynamic height is computed by dividing the NAVD 88
 AG0274.geopotential number by the normal gravity value computed on the
 AG0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0274.degrees latitude (g = 980.6199 gals.).
 AG0274
 AG0274.The modeled gravity was interpolated from observed gravity values.
 AG0274
 AG0274;                    North         East    Units  Estimated Accuracy
 AG0274;SPC FL W     -   388,520.      132,220.      MT  (+/- 180 meters Scaled)
 AG0274
 AG0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL337804(NAD 83)
 AG0274
 AG0274                          SUPERSEDED SURVEY CONTROL
 AG0274
 AG0274  NGVD 29 (??/??/92)    4.619  (m)           15.15   (f) ADJ UNCH    2 2
 AG0274
 AG0274.Superseded values are not recommended for survey control.
 AG0274
 AG0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0274.See file dsdata.pdf to determine how the superseded data were derived.
 AG0274
 AG0274_MARKER: DD = SURVEY DISK
 AG0274_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0274_SP_SET: INLET
 AG0274_STAMPING: 420
 AG0274_MARK LOGO: FLHD
 AG0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0274+STABILITY: SURFACE MOTION
 AG0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0274+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 AG0274
 AG0274  HISTORY     - Date     Condition        Report By
 AG0274  HISTORY     - UNK      MONUMENTED       FLHD
 AG0274  HISTORY     - 1976     GOOD             NGS
 AG0274  HISTORY     - 19981103 GOOD             USPSQD
 AG0274  HISTORY     - 20050118 GOOD             USPSQD
 AG0274  HISTORY     - 20080925 GOOD             PINCPW
 AG0274
 AG0274                          STATION DESCRIPTION
 AG0274
 AG0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0274'IN PINELLAS PARK.
 AG0274'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 694 (74TH AVE. N.,
 AG0274'PARK BLVD.) AND S.R. S-691 (49TH ST.).  RUN EASTERLY ON S.R. 694 FOR
 AG0274'0.70 MILES.  STATION ON RIGHT, 41.3 FT. SOUTH OF THE CENTERLINE OF
 AG0274'74TH AVE. N., 45.2 FT. EAST OF A CONCRETE LIGHT POLE (NO NUMBER). SET
 AG0274'IN THE TOP OF A CONCRETE INLET.  SECTION 27, T30S, R16E.
 AG0274
 AG0274                          STATION RECOVERY (1998)
 AG0274
 AG0274'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG0274'RECOVERED IN GOOD CONDITION.
 AG0274
 AG0274                          STATION RECOVERY (2005)
 AG0274
 AG0274'RECOVERY NOTE BY US POWER SQUADRON 2005 (DR)
 AG0274'RECOVERED IN GOOD CONDITION.
 AG0274
 AG0274                          STATION RECOVERY (2008)
 AG0274
 AG0274'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG0274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0265 ***********************************************************************
 AG0265  DESIGNATION -  421
 AG0265  PID         -  AG0265
 AG0265  STATE/COUNTY-  FL/PINELLAS
 AG0265  COUNTRY     -  US
 AG0265  USGS QUAD   -  CLEARWATER (2018)
 AG0265
 AG0265                         *CURRENT SURVEY CONTROL
 AG0265  ______________________________________________________________________
 AG0265* NAD 83(1986) POSITION- 27 56 54.     (N) 082 48 00.     (W)   SCALED
 AG0265* NAVD 88 ORTHO HEIGHT -    12.003 (meters)       39.38  (feet) ADJUSTED
 AG0265  ______________________________________________________________________
 AG0265  GEOID HEIGHT    -        -24.614 (meters)                     GEOID18
 AG0265  DYNAMIC HEIGHT  -         11.986 (meters)       39.32  (feet) COMP
 AG0265  MODELED GRAVITY -    979,188.1   (mgal)                       NAVD 88
 AG0265
 AG0265  VERT ORDER      -  FIRST     CLASS II
 AG0265
 AG0265.The horizontal coordinates were scaled from a map and have
 AG0265.an estimated accuracy of +/- 6 seconds.
 AG0265
 AG0265.The orthometric height was determined by differential leveling and
 AG0265.adjusted by the NATIONAL GEODETIC SURVEY
 AG0265.in June 1991.
 AG0265
 AG0265.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0265.GEOID18 height accuracy estimate available here.
 AG0265
 AG0265.Click photographs - Photos may exist for this station.
 AG0265
 AG0265.The dynamic height is computed by dividing the NAVD 88
 AG0265.geopotential number by the normal gravity value computed on the
 AG0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0265.degrees latitude (g = 980.6199 gals.).
 AG0265
 AG0265.The modeled gravity was interpolated from observed gravity values.
 AG0265
 AG0265;                    North         East    Units  Estimated Accuracy
 AG0265;SPC FL W     -   400,740.      121,280.      MT  (+/- 180 meters Scaled)
 AG0265
 AG0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL229927(NAD 83)
 AG0265
 AG0265                          SUPERSEDED SURVEY CONTROL
 AG0265
 AG0265  NGVD 29 (??/??/92)   12.266  (m)           40.24   (f) ADJ UNCH    1 2
 AG0265
 AG0265.Superseded values are not recommended for survey control.
 AG0265
 AG0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0265.See file dsdata.pdf to determine how the superseded data were derived.
 AG0265
 AG0265_MARKER: DD = SURVEY DISK
 AG0265_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0265_SP_SET: INLET
 AG0265_STAMPING: 421
 AG0265_MARK LOGO: FLHD
 AG0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0265+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2019
 AG0265
 AG0265  HISTORY     - Date     Condition        Report By
 AG0265  HISTORY     - 1976     MONUMENTED       FLHD
 AG0265  HISTORY     - 1976     GOOD             NGS
 AG0265  HISTORY     - 1978     GOOD             NGS
 AG0265  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AG0265  HISTORY     - 19950218 GOOD             USPSQD
 AG0265  HISTORY     - 20191025 GOOD             FGLDSV
 AG0265
 AG0265                          STATION DESCRIPTION
 AG0265
 AG0265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0265'IN CLEARWATER.
 AG0265'TO REACH THE STATION FROM THE INTERSECTION OF U. S. ALT. HWY. 19 (S.R.
 AG0265'595, S. FT. HARRISON AVE.) AND S.R. 60 (CLEVELAND ST.).  RUN SOUTHERLY
 AG0265'ON S. FT. HARRISON AVE. FOR 1.2 MILES TO THE INTERSECTION OF LAKEVIEW
 AG0265'RD.  STATION ON LEFT, S.E. CORNER, 37.5 FEET EAST OF THE CENTERLINE OF
 AG0265'S. FT. HARRISON AVE., 22.3 FEET SOUTH OF THE CENTERLINE OF LAKEVIEW
 AG0265'RD., 6.1 FEET N.N.E. OF A SIGNAL POLE (NO NUMBER).  SET IN THE TOP OF
 AG0265'A CONCRETE INLET.  SECTION 21, T29, R15.
 AG0265
 AG0265                          STATION RECOVERY (1978)
 AG0265
 AG0265'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG0265'1.2 MILES SOUTH ALONG STATE HIGHWAYS 595 AND 19 ALT, FROM THE
 AG0265'INTERSECTION OF STATE ROUTE 60 CLEVELAND STREET IN CLEARWATER TO THE
 AG0265'MARK ON THE LEFT, SET IN TOP OF A CONCRETE INLET AT THE SOUTHEAST
 AG0265'CORNER OF LAKEVIEW ROAD, 37.5 FEET EAST OF THE CENTERLINE OF THE
 AG0265'HIGHWAY, 22.3 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6.1 FEET
 AG0265'NORTHEAST OF TRAFFIC SIGNAL POLE.
 AG0265
 AG0265                          STATION RECOVERY (1985)
 AG0265
 AG0265'RECOVERY NOTE BY US POWER SQUADRON 1985 (FWB)
 AG0265'MARK NOT FOUND.
 AG0265
 AG0265                          STATION RECOVERY (1995)
 AG0265
 AG0265'RECOVERY NOTE BY US POWER SQUADRON 1995
 AG0265'RECOVERED IN GOOD CONDITION.
 AG0265
 AG0265                          STATION RECOVERY (2019)
 AG0265
 AG0265'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2019 (JKI)
 AG0265'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6694 ***********************************************************************
 DK6694  DESIGNATION -  421 20
 DK6694  PID         -  DK6694
 DK6694  STATE/COUNTY-  FL/BREVARD
 DK6694  COUNTRY     -  US
 DK6694  USGS QUAD   -  TROPIC (2018)
 DK6694
 DK6694                         *CURRENT SURVEY CONTROL
 DK6694  ______________________________________________________________________
 DK6694* NAD 83(1986) POSITION- 28 08 56.     (N) 080 34 59.     (W)   SCALED
 DK6694* NAVD 88 ORTHO HEIGHT -     4.215 (meters)       13.83  (feet) ADJUSTED
 DK6694  ______________________________________________________________________
 DK6694  GEOID HEIGHT    -        -28.278 (meters)                     GEOID18
 DK6694  DYNAMIC HEIGHT  -          4.209 (meters)       13.81  (feet) COMP
 DK6694  MODELED GRAVITY -    979,184.5   (mgal)                       NAVD 88
 DK6694
 DK6694  VERT ORDER      -  FIRST     CLASS II
 DK6694
 DK6694.The horizontal coordinates were scaled from a map and have
 DK6694.an estimated accuracy of +/- 6 seconds.
 DK6694
 DK6694.The orthometric height was determined by differential leveling and
 DK6694.adjusted by the NATIONAL GEODETIC SURVEY
 DK6694.in April 2009.
 DK6694
 DK6694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6694.GEOID18 height accuracy estimate available here.
 DK6694
 DK6694.Click photographs - Photos may exist for this station.
 DK6694
 DK6694.The dynamic height is computed by dividing the NAVD 88
 DK6694.geopotential number by the normal gravity value computed on the
 DK6694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6694.degrees latitude (g = 980.6199 gals.).
 DK6694
 DK6694.The modeled gravity was interpolated from observed gravity values.
 DK6694
 DK6694;                    North         East    Units  Estimated Accuracy
 DK6694;SPC FL E     -   422,780.      240,950.      MT  (+/- 180 meters Scaled)
 DK6694
 DK6694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM409137(NAD 83)
 DK6694
 DK6694                          SUPERSEDED SURVEY CONTROL
 DK6694
 DK6694.No superseded survey control is available for this station.
 DK6694
 DK6694_STAMPING: 421-20 2005
 DK6694_MARK LOGO: FL-009
 DK6694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6694+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 DK6694
 DK6694  HISTORY     - Date     Condition        Report By
 DK6694  HISTORY     - 2005     MONUMENTED       FL-009
 DK6694  HISTORY     - 20060301 GOOD             FLDEP
 DK6694  HISTORY     - 20200106 MARK NOT FOUND   GEOCAC
 DK6694
 DK6694                          STATION DESCRIPTION
 DK6694
 DK6694'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6694'THE MARK IS ABOUT 5.0 MI NORTHEAST OF MELBOURNE, 4.0 MI NORTHWEST OF
 DK6694'INDIALANTIC, IN  SECTION 12, TOWNSHIP 27 SOUTH, RANGE 37 EAST.
 DK6694'
 DK6694'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (MELBOURNE
 DK6694'CAUSEWAY, FIFTH  AVENUE) AND STATE HIGHWAY A1A (MIRAMAR AVENUE) IN
 DK6694'INDIALANTIC, GO NORTHWEST ON STATE  HIGHWAY A1A (MIRAMAR AVENUE) FOR
 DK6694'3.4 MI TO THE JUNCTION OF STATE ROAD 518 ON THE LEFT,  CONTINUE
 DK6694'NORTHERLY ON STATE ROAD A1A FOR 0.7 MI TO THE MARK ON THE RIGHT, SET
 DK6694'FLUSH IN  THE TOP OF CONCRETE LIFT DRAIN 1.5 FT ABOVE THE LEVEL OF THE
 DK6694'GROUND AND 1.5 FT ABOVE THE  LEVEL OF STATE HIGHWAY A1A.
 DK6694'
 DK6694'LOCATED 49.5 FT NORTHWEST OF THE SOUTHWEST CORNER OF THE SERENA SHORES
 DK6694'BUILDING  NUMBER 1965, 31.5 FT EAST OF THE EAST EDGE OF THE NORTHBOUND
 DK6694'LANES OF STATE ROAD A1A,  25.0 FT NORTH OF THE APPROXIMATE CENTERLINE
 DK6694'OF THE PALM SPRINGS BOULEVARD, 10.5 FT  EAST OF THE EAST EDGE OF THE
 DK6694'SIDEWALK AND 2.6 FT WEST OF A METAL WITNESS POST.
 DK6694
 DK6694                          STATION RECOVERY (2020)
 DK6694
 DK6694'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6694'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0266 ***********************************************************************
 AG0266  DESIGNATION -  422
 AG0266  PID         -  AG0266
 AG0266  STATE/COUNTY-  FL/PINELLAS
 AG0266  COUNTRY     -  US
 AG0266  USGS QUAD   -  CLEARWATER (2018)
 AG0266
 AG0266                         *CURRENT SURVEY CONTROL
 AG0266  ______________________________________________________________________
 AG0266* NAD 83(1986) POSITION- 27 56 32.79   (N) 082 45 49.02   (W)   HD_HELD1
 AG0266* NAVD 88 ORTHO HEIGHT -     7.837 (meters)       25.71  (feet) ADJUSTED
 AG0266  ______________________________________________________________________
 AG0266  GEOID HEIGHT    -        -24.654 (meters)                     GEOID18
 AG0266  DYNAMIC HEIGHT  -          7.825 (meters)       25.67  (feet) COMP
 AG0266  MODELED GRAVITY -    979,187.2   (mgal)                       NAVD 88
 AG0266
 AG0266  VERT ORDER      -  SECOND    CLASS II
 AG0266
 AG0266.The horizontal coordinates were determined by differentially corrected
 AG0266.hand held GPS observations or other comparable positioning techniques
 AG0266.and have an estimated accuracy of +/- 3 meters.
 AG0266
 AG0266.The orthometric height was determined by differential leveling and
 AG0266.adjusted by the NATIONAL GEODETIC SURVEY
 AG0266.in June 1991.
 AG0266
 AG0266.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0266.GEOID18 height accuracy estimate available here.
 AG0266
 AG0266.Click photographs - Photos may exist for this station.
 AG0266
 AG0266.The dynamic height is computed by dividing the NAVD 88
 AG0266.geopotential number by the normal gravity value computed on the
 AG0266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0266.degrees latitude (g = 980.6199 gals.).
 AG0266
 AG0266.The modeled gravity was interpolated from observed gravity values.
 AG0266
 AG0266;                    North         East    Units  Estimated Accuracy
 AG0266;SPC FL W     -   400,065.5     124,852.5     MT  (+/- 3 meters HH1 GPS) 
 AG0266
 AG0266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2648992077(NAD 83)
 AG0266
 AG0266                          SUPERSEDED SURVEY CONTROL
 AG0266
 AG0266  NGVD 29 (??/??/92)    8.099  (m)           26.57   (f) ADJ UNCH    2 2
 AG0266
 AG0266.Superseded values are not recommended for survey control.
 AG0266
 AG0266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0266.See file dsdata.pdf to determine how the superseded data were derived.
 AG0266
 AG0266_MARKER: DD = SURVEY DISK
 AG0266_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0266_SP_SET: CULVERT HEADWALL
 AG0266_STAMPING: 422
 AG0266_MARK LOGO: FLHD
 AG0266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0266+STABILITY: SURFACE MOTION
 AG0266
 AG0266  HISTORY     - Date     Condition        Report By
 AG0266  HISTORY     - UNK      MONUMENTED       FLHD
 AG0266  HISTORY     - 1976     GOOD             NGS
 AG0266  HISTORY     - 20080826 GOOD             PINCPW
 AG0266
 AG0266                          STATION DESCRIPTION
 AG0266
 AG0266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0266'IN CLEARWATER.
 AG0266'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 19 (S.R.
 AG0266'55) AND S.R. 60 (GULF TO BAY BLVD.).  RUN WESTERLY ON S.R. 60 FOR 2.05
 AG0266'TO THE INTERSECTION OF KEENE RD.  TURN LEFT AND RUN SOUTHERLY ON KEENE
 AG0266'RD. FOR 1.30 MILE TO THE INTERSECTION OF NURSERY RD.  STATION ON
 AG0266'RIGHT, 27.5 FT. NORTH OF THE CENTERLINE OF NURSERY RD., 355.0 FT. WEST
 AG0266'OF THE CENTERLINE OF KEENE RD., 54.4 FT.  S.S.W. OF THE S.E. CORNER OF
 AG0266'A SINGLE-STORY CONCRETE BLOCK HOUSE (1752 NURSERY RD.), 33.3 FT. S.W.
 AG0266'OF A POWER AND TELEPHNE POLE (NUMBER 6A-20314R) 11.2 FT. WEST OF THE
 AG0266'WEST EDGE OF A CONCRETE DRIVEWAY (1752 NURSERY RD.). SET IN THE TOP OF
 AG0266'A CONCRETE HEADWALL.  SECTION 23, T 29, R 15.
 AG0266
 AG0266                          STATION RECOVERY (2008)
 AG0266
 AG0266'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (RD)
 AG0266'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ5235 ***********************************************************************
 DJ5235  DESIGNATION -  4225 12 J25
 DJ5235  PID         -  DJ5235
 DJ5235  STATE/COUNTY-  FL/CHARLOTTE
 DJ5235  COUNTRY     -  US
 DJ5235  USGS QUAD   -  TUCKERS CORNER (2018)
 DJ5235
 DJ5235                         *CURRENT SURVEY CONTROL
 DJ5235  ______________________________________________________________________
 DJ5235* NAD 83(1986) POSITION- 26 49 41.     (N) 081 45 35.     (W)   SCALED
 DJ5235* NAVD 88 ORTHO HEIGHT -     8.962 (meters)       29.40  (feet) ADJUSTED
 DJ5235  ______________________________________________________________________
 DJ5235  GEOID HEIGHT    -        -24.359 (meters)                     GEOID18
 DJ5235  DYNAMIC HEIGHT  -          8.948 (meters)       29.36  (feet) COMP
 DJ5235  MODELED GRAVITY -    979,091.8   (mgal)                       NAVD 88
 DJ5235
 DJ5235  VERT ORDER      -  FIRST     CLASS II
 DJ5235
 DJ5235.The horizontal coordinates were scaled from a map and have
 DJ5235.an estimated accuracy of +/- 6 seconds.
 DJ5235
 DJ5235.The orthometric height was determined by differential leveling and
 DJ5235.adjusted by the NATIONAL GEODETIC SURVEY
 DJ5235.in May 2008.
 DJ5235
 DJ5235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5235.GEOID18 height accuracy estimate available here.
 DJ5235
 DJ5235.Click photographs - Photos may exist for this station.
 DJ5235
 DJ5235.The dynamic height is computed by dividing the NAVD 88
 DJ5235.geopotential number by the normal gravity value computed on the
 DJ5235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ5235.degrees latitude (g = 980.6199 gals.).
 DJ5235
 DJ5235.The modeled gravity was interpolated from observed gravity values.
 DJ5235
 DJ5235;                    North         East    Units  Estimated Accuracy
 DJ5235;SPC FL W     -   276,380.      223,880.      MT  (+/- 180 meters Scaled)
 DJ5235
 DJ5235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK245676(NAD 83)
 DJ5235
 DJ5235                          SUPERSEDED SURVEY CONTROL
 DJ5235
 DJ5235.No superseded survey control is available for this station.
 DJ5235
 DJ5235_MARKER: DD = SURVEY DISK
 DJ5235_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ5235_STAMPING: GPS REF CM 4225 12 J25 1996
 DJ5235_MARK LOGO: FL-015
 DJ5235_PROJECTION: RECESSED 10 CENTIMETERS
 DJ5235_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DJ5235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5235+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2003
 DJ5235
 DJ5235  HISTORY     - Date     Condition        Report By
 DJ5235  HISTORY     - 1996     MONUMENTED       FL-015
 DJ5235  HISTORY     - 20030321 GOOD             FLDEP
 DJ5235
 DJ5235                          STATION DESCRIPTION
 DJ5235
 DJ5235'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DJ5235'THE MARK IS ABOUT 8.65 MI NORTH OF FORT MYERS SHORES, IN SECTION 18,
 DJ5235'TOWNSHIP 42 SOUTH,  RANGE 26 EAST.
 DJ5235'
 DJ5235'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 31 AND COUNTY
 DJ5235'ROAD 74 IN  BERMONT, GO SOUTH ON STATE ROAD 31 FOR 6.0 MI TO THE
 DJ5235'INTERSECTION OF A GATED UNPAVED  ROAD ON THE RIGHT AND THE ENTRANCE TO
 DJ5235'BABCOCK RANCH ECO TOURS AND SOD FARMS ON THE  LEFT, CONTINUE SOUTH ON
 DJ5235'STATE ROAD 31 FOR 2.1 MI TO THE JUNCTION OF AN UNPAVED ROAD ON  THE
 DJ5235'RIGHT AT 11011 STATE ROAD 31 AND THE MARK ON THE LEFT.  THE MARK CAN
 DJ5235'ALSO BE REACHED  FROM THE JUNCTION OF STATE ROAD 80 AND STATE ROAD 31
 DJ5235'IN FORT MEYERS SHORES, GO NORTH  ON STATE ROAD 31 FOR 4.65 MI TO THE
 DJ5235'LEE COUNTY-CHARLOTTE COUNTY LINE, CONTINUE NORTH ON  STATE ROAD 31 FOR
 DJ5235'4.0 MI TO THE JUNCTION OF AN UNPAVED ROAD ON THE LEFT AT 11011 STATE
 DJ5235'ROAD 31 AND THE MARK ON THE RIGHT, SET IN THE TOP OF A 4-INCH SQUARE
 DJ5235'PREFABRICATED  CONCRETE POST RECESSED 0.4 FT BELOW THE LEVEL OF THE
 DJ5235'GROUND AND ABOUT 1.0 FT BELOW  THE LEVEL OF STATE ROAD 31.
 DJ5235'
 DJ5235'LOCATED 65.0 FT SOUTH-SOUTHWEST OF A WOODEN POWER POLE NUMBER F 3115B
 DJ5235'40, 47.1 FT EAST  OF THE APPROXIMATE CENTERLINE OF STATE ROAD 31, 43.1
 DJ5235'FT SOUTH OF THE APPROXIMATE  EXTENDED CENTERLINE OF AN UNPAVED ROAD
 DJ5235'LEADING WEST TO A RADIO TOWER, 3.6 FT WEST OF A  METAL WITNESS POST,
 DJ5235'3.1 FT WEST OF A BARB WIRE FENCE AND 3.1 FT WEST OF A CARSONITE
 DJ5235'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8682 ***********************************************************************
 AD8682  DESIGNATION -  4225 32 002
 AD8682  PID         -  AD8682
 AD8682  STATE/COUNTY-  FL/CHARLOTTE
 AD8682  COUNTRY     -  US
 AD8682  USGS QUAD   -  TUCKERS CORNER (2018)
 AD8682
 AD8682                         *CURRENT SURVEY CONTROL
 AD8682  ______________________________________________________________________
 AD8682* NAD 83(2011) POSITION- 26 46 12.94599(N) 081 49 33.73911(W)   ADJUSTED
 AD8682* NAD 83(2011) ELLIP HT-   -16.953 (meters)        (06/27/12)   ADJUSTED
 AD8682* NAD 83(2011) EPOCH   -  2010.00
 AD8682* NAVD 88 ORTHO HEIGHT -     7.3   (meters)       24.    (feet) GPS OBS
 AD8682  ______________________________________________________________________
 AD8682  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8682  GEOID HEIGHT    -        -25.140 (meters)                     GEOID93
 AD8682  GEOID HEIGHT    -        -24.267 (meters)                     GEOID18
 AD8682  NAD 83(2011) X  -    810,190.872 (meters)                     COMP
 AD8682  NAD 83(2011) Y  - -5,640,491.961 (meters)                     COMP
 AD8682  NAD 83(2011) Z  -  2,855,504.013 (meters)                     COMP
 AD8682  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 AD8682
 AD8682  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8682  Standards:
 AD8682         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8682            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8682  -------------------------------------------------------------------
 AD8682  NETWORK    2.12   3.70           0.88   0.85   1.89      0.01988113
 AD8682  -------------------------------------------------------------------
 AD8682  Click here for local accuracies and other accuracy information.
 AD8682
 AD8682.The horizontal coordinates were established by GPS observations
 AD8682.and adjusted by the National Geodetic Survey in June 2012.
 AD8682
 AD8682.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8682.been affixed to the stable North American tectonic plate. See 
 AD8682.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8682
 AD8682.The horizontal coordinates are valid at the epoch date displayed above
 AD8682.which is a decimal equivalence of Year/Month/Day.
 AD8682
 AD8682.The orthometric height was determined by GPS observations and a
 AD8682.high-resolution geoid model.
 AD8682
 AD8682.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8682.GEOID18 height accuracy estimate available here.
 AD8682
 AD8682.Click photographs - Photos may exist for this station.
 AD8682
 AD8682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8682
 AD8682.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8682
 AD8682.The ellipsoidal height was determined by GPS observations
 AD8682.and is referenced to NAD 83.
 AD8682
 AD8682. The following values were computed from the NAD 83(2011) position.
 AD8682
 AD8682;                    North         East     Units Scale Factor Converg.
 AD8682;SPC FL W     -   269,962.100   217,300.463   MT  0.99994487   +0 04 42.1
 AD8682;SPC FL W     -   885,700.66    712,926.60   sFT  0.99994487   +0 04 42.1
 AD8682;UTM  17      - 2,961,256.798   417,876.830   MT  0.99968326   -0 22 19.5
 AD8682
 AD8682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8682!SPC FL W     -   1.00000266  x   0.99994487  =   0.99994753
 AD8682!UTM  17      -   1.00000266  x   0.99968326  =   0.99968592
 AD8682
 AD8682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1787661256(NAD 83)
 AD8682
 AD8682                          SUPERSEDED SURVEY CONTROL
 AD8682
 AD8682  NAD 83(2007)-  26 46 12.94613(N)    081 49 33.73973(W) AD(2002.00) 0
 AD8682  ELLIP H (02/10/07)  -16.938  (m)                       GP(2002.00)    
 AD8682  NAD 83(1999)-  26 46 12.94630(N)    081 49 33.74000(W) AD(       ) 1
 AD8682  ELLIP H (07/06/01)  -16.937  (m)                       GP(       ) 4 2
 AD8682  NAD 83(1990)-  26 46 12.94465(N)    081 49 33.73929(W) AD(       ) 1
 AD8682  ELLIP H (11/12/93)  -16.882  (m)                       GP(       ) 4 1
 AD8682
 AD8682.Superseded values are not recommended for survey control.
 AD8682
 AD8682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8682.See file dsdata.pdf to determine how the superseded data were derived.
 AD8682
 AD8682_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8682_STAMPING: GPS 1992 4225-32-002 9261
 AD8682_MARK LOGO: FL-015
 AD8682_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8682+STABILITY: SURFACE MOTION
 AD8682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8682+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2006
 AD8682
 AD8682  HISTORY     - Date     Condition        Report By
 AD8682  HISTORY     - 1992     MONUMENTED       FL-015
 AD8682  HISTORY     - 19920916 GOOD             DENI
 AD8682  HISTORY     - 20040422 GOOD             MCKIM
 AD8682  HISTORY     - 20061106 GOOD             JOHNSN
 AD8682
 AD8682                          STATION DESCRIPTION
 AD8682
 AD8682'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8682'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8682'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF SECTION 32, TWP 42S,
 AD8682'RGE 25E, NEAR THE CHARLOTTE/LEE COUNTY LINE, 9.3 MI (15.0 KM) NORTH
 AD8682'NORTHEAST OF FORT MYERS, 17.8 MI (28.6 KM) SOUTHEAST OF PUNTA GORDA.
 AD8682'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 31 AND COUNTY ROAD
 AD8682'74 IN NORTHEAST CHARLOTTE COUNTY, GO SOUTH 10.0 MI (16.1 KM) ON STATE
 AD8682'ROUTE 31 TO COOK BROWN ROAD, 2.0 MI (3.2 KM) NORTH ON STATE ROUTE 31
 AD8682'FROM THE CHARLOTTE/LEE COUNTY LINE, THEN WEST 4.0 MI (6.4 KM) ON COOK
 AD8682'BROWN ROAD TO HUGHES-BLACK ROAD (A DIRT ROAD), THEN SOUTH 2.0 MI
 AD8682'(3.2 KM) ON HUGHES-BLACK ROAD TO THE STATION ON THE RIGHT AT THE
 AD8682'CHARLOTTE/LEE COUNTY LINE.
 AD8682'STATION IS 17 FT (5.2 M) WEST OF THE CENTERLINE OF HUGHES-BLACK ROAD,
 AD8682'240 FT (73.2 M) SOUTH OF A POWER POLE, 163 FT (49.7 M) NORTH OF A
 AD8682'POWER POLE, 2.4 FT (0.7 M) EAST OF A WITNESS POST.
 AD8682'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8682'DISK SET IN THE TOP OF A 14 INCH ROUND CONCRETE MONUMENT, 6 INCHES
 AD8682'BELOW GROUND LEVEL.
 AD8682
 AD8682                          STATION RECOVERY (2004)
 AD8682
 AD8682'RECOVERY NOTE BY MCKIM AND CREED 2004 (BRH)
 AD8682'RECOVERED IN GOOD CONDITION.
 AD8682
 AD8682                          STATION RECOVERY (2006)
 AD8682
 AD8682'RECOVERY NOTE BY JOHNSON ENGINEERING INCORPORATED 2006 (LGG)
 AD8682'MAY REQUIRE SIGNIFICANT UNDER-BRUSH CLEARING FOR G.P.S. OBSERVATIONS,
 AD8682'MARK IS SURROUNDED BY 10 TO 12 FOOT HIGH PEPPER BERRY BUSHES AND OTHER
 AD8682'GROUND BUSHES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8683 ***********************************************************************
 AD8683  DESIGNATION -  4225 36 001
 AD8683  PID         -  AD8683
 AD8683  STATE/COUNTY-  FL/CHARLOTTE
 AD8683  COUNTRY     -  US
 AD8683  USGS QUAD   -  TUCKERS CORNER (2018)
 AD8683
 AD8683                         *CURRENT SURVEY CONTROL
 AD8683  ______________________________________________________________________
 AD8683* NAD 83(2011) POSITION- 26 46 10.67280(N) 081 45 38.99661(W)   ADJUSTED
 AD8683* NAD 83(2011) ELLIP HT-   -16.857 (meters)        (06/27/12)   ADJUSTED
 AD8683* NAD 83(2011) EPOCH   -  2010.00
 AD8683* NAVD 88 ORTHO HEIGHT -     7.495 (meters)       24.59  (feet) ADJUSTED
 AD8683  ______________________________________________________________________
 AD8683  GEOID HEIGHT    -        -24.356 (meters)                     GEOID18
 AD8683  NAD 83(2011) X  -    816,614.113 (meters)                     COMP
 AD8683  NAD 83(2011) Y  - -5,639,597.532 (meters)                     COMP
 AD8683  NAD 83(2011) Z  -  2,855,441.591 (meters)                     COMP
 AD8683  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 AD8683  DYNAMIC HEIGHT  -          7.483 (meters)       24.55  (feet) COMP
 AD8683  MODELED GRAVITY -    979,084.1   (mgal)                       NAVD 88
 AD8683
 AD8683  VERT ORDER      -  FIRST     CLASS II
 AD8683
 AD8683  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8683  Standards:
 AD8683         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8683            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8683  -------------------------------------------------------------------
 AD8683  NETWORK    1.53   2.70           0.63   0.62   1.38      0.05054989
 AD8683  -------------------------------------------------------------------
 AD8683  Click here for local accuracies and other accuracy information.
 AD8683
 AD8683.The horizontal coordinates were established by GPS observations
 AD8683.and adjusted by the National Geodetic Survey in June 2012.
 AD8683
 AD8683.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8683.been affixed to the stable North American tectonic plate. See 
 AD8683.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8683
 AD8683.The horizontal coordinates are valid at the epoch date displayed above
 AD8683.which is a decimal equivalence of Year/Month/Day.
 AD8683
 AD8683.The orthometric height was determined by differential leveling and
 AD8683.adjusted by the NATIONAL GEODETIC SURVEY
 AD8683.in May 2008.
 AD8683
 AD8683.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8683.GEOID18 height accuracy estimate available here.
 AD8683
 AD8683.Click photographs - Photos may exist for this station.
 AD8683
 AD8683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8683
 AD8683.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8683
 AD8683.The ellipsoidal height was determined by GPS observations
 AD8683.and is referenced to NAD 83.
 AD8683
 AD8683.The dynamic height is computed by dividing the NAVD 88
 AD8683.geopotential number by the normal gravity value computed on the
 AD8683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8683.degrees latitude (g = 980.6199 gals.).
 AD8683
 AD8683.The modeled gravity was interpolated from observed gravity values.
 AD8683
 AD8683. The following values were computed from the NAD 83(2011) position.
 AD8683
 AD8683;                    North         East     Units Scale Factor Converg.
 AD8683;SPC FL W     -   269,902.670   223,785.378   MT  0.99994816   +0 06 27.8
 AD8683;SPC FL W     -   885,505.68    734,202.53   sFT  0.99994816   +0 06 27.8
 AD8683;UTM  17      - 2,961,146.420   424,359.329   MT  0.99967063   -0 20 33.7
 AD8683
 AD8683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8683!SPC FL W     -   1.00000265  x   0.99994816  =   0.99995081
 AD8683!UTM  17      -   1.00000265  x   0.99967063  =   0.99967328
 AD8683
 AD8683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2435961146(NAD 83)
 AD8683
 AD8683                          SUPERSEDED SURVEY CONTROL
 AD8683
 AD8683  NAD 83(2007)-  26 46 10.67293(N)    081 45 38.99723(W) AD(2002.00) 0
 AD8683  ELLIP H (02/10/07)  -16.843  (m)                       GP(2002.00)    
 AD8683  NAD 83(1999)-  26 46 10.67310(N)    081 45 38.99752(W) AD(       ) 1
 AD8683  ELLIP H (07/06/01)  -16.838  (m)                       GP(       ) 4 2
 AD8683  NAD 83(1990)-  26 46 10.67136(N)    081 45 38.99684(W) AD(       ) 1
 AD8683  ELLIP H (11/12/93)  -16.786  (m)                       GP(       ) 4 1
 AD8683  NAVD 88 (11/12/93)    7.5    (m)  GEOID93  model used  GPS OBS        
 AD8683
 AD8683.Superseded values are not recommended for survey control.
 AD8683
 AD8683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8683.See file dsdata.pdf to determine how the superseded data were derived.
 AD8683
 AD8683_MARKER: DD = SURVEY DISK
 AD8683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8683_STAMPING: GPS 1992 4225 36 001 9262
 AD8683_MARK LOGO: FL-015
 AD8683_PROJECTION: RECESSED 5 CENTIMETERS
 AD8683_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8683+STABILITY: SURFACE MOTION
 AD8683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8683+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 AD8683
 AD8683  HISTORY     - Date     Condition        Report By
 AD8683  HISTORY     - 1992     MONUMENTED       FL-015
 AD8683  HISTORY     - 19920919 GOOD             DENI
 AD8683  HISTORY     - 20030321 GOOD             FLDEP
 AD8683  HISTORY     - 20051206 GOOD             JCLS
 AD8683
 AD8683                          STATION DESCRIPTION
 AD8683
 AD8683'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8683'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8683'STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF SECTION 36, TWP 42S,
 AD8683'RGE 25E, AT THE CHARLOTTE/LEE COUNTY LINE, 21.1 MI (34.0 KM)
 AD8683'SOUTHEAST OF PUNTA GORDA, 11.0 MI (17.7 KM) NORTHEAST OF FORT MYERS.
 AD8683'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 31 AND COUNTY ROAD
 AD8683'74 IN NORTHEAST CHARLOTTE COUNTY, GO SOUTH 12.1 MI (19.5 KM) ON STATE
 AD8683'ROUTE 31 TO THE CHARLOTTE/LEE COUNTY LINE AND THE STATION ON THE
 AD8683'RIGHT.
 AD8683'STATION IS 25.7 FT (7.8 M) WEST OF THE CENTERLINE OF STATE ROUTE 31,
 AD8683'49 FT (14.9 M) NORTH OF THE CENTERLINE OF A DIRT FARM ACCESS ROAD, 6
 AD8683'FT (1.8 M) EAST OF THE CENTERLINE OF A SMALL DITCH, 25.2 FT (7.7 M)
 AD8683'EAST OF A WIRE FENCE, 14.6 FT (4.5 M) NORTH NORTHWEST OF AN --ENTERING
 AD8683'LEE COUNTY-- SIGN POST, 27.9 FT (8.5 M) NORTHWEST OF A NAIL AND DISK
 AD8683'IN THE CENTERLINE OF STATE ROUTE 31 AT THE CHARLOTTE/LEE COUNTY LINE,
 AD8683'22.3 FT (6.8 M) EAST OF A WITNESS POST.
 AD8683'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8683'DISK SET IN THE TOP OF A 16 INCH CONCRETE MONUMENT, 5 INCHES BELOW
 AD8683'GROUND LEVEL.
 AD8683
 AD8683                          STATION RECOVERY (2003)
 AD8683
 AD8683'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AD8683'THE MARK IS ABOUT 4.65 MI NORTH OF FORT MYERS SHORES, IN SECTION 31,
 AD8683'TOWNSHIP 42 SOUTH,  RANGE 26 EAST.
 AD8683'
 AD8683'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 80 AND STATE ROAD 31
 AD8683'IN FORT MYERS  SHORES, GO NORTH ON STATE ROAD 31 FOR 4.65 MI TO THE
 AD8683'LEE COUNTY-CHARLOTTE COUNTY LINE  AND THE MARK ON THE LEFT, SET IN THE
 AD8683'TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT  BELOW THE LEVEL OF
 AD8683'THE GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF STATE ROAD 31.
 AD8683'
 AD8683'LOCATED 46.5 FT NORTH OF THE APPROXIMATE CENTERLINE OF A METAL GATED
 AD8683'UNPAVED FARM  ROAD, 26.2 FT WEST OF THE APPROXIMATE CENTERLINE OF
 AD8683'STATE ROAD 31, 27.0 FT NORTHEAST OF  WOODEN POWER POLE NUMBER 182127,
 AD8683'25.2 FT EAST OF A BARB WIRE FENCE, 16.1 FT EAST OF A  CARSONITE
 AD8683'WITNESS POST AND 8.3 FT NORTH OF AN ENTERING LEE COUNTY METAL SIGN.
 AD8683
 AD8683                          STATION RECOVERY (2005)
 AD8683
 AD8683'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 AD8683'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8684 ***********************************************************************
 AD8684  DESIGNATION -  4226 06 001
 AD8684  PID         -  AD8684
 AD8684  STATE/COUNTY-  FL/CHARLOTTE
 AD8684  COUNTRY     -  US
 AD8684  USGS QUAD   -  TUCKERS CORNER (2018)
 AD8684
 AD8684                         *CURRENT SURVEY CONTROL
 AD8684  ______________________________________________________________________
 AD8684* NAD 83(2011) POSITION- 26 51 24.26159(N) 081 45 34.26987(W)   ADJUSTED
 AD8684* NAD 83(2011) ELLIP HT-   -14.695 (meters)        (06/27/12)   ADJUSTED
 AD8684* NAD 83(2011) EPOCH   -  2010.00
 AD8684* NAVD 88 ORTHO HEIGHT -     9.7   (meters)       32.    (feet) GPS OBS
 AD8684  ______________________________________________________________________
 AD8684  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8684  GEOID HEIGHT    -        -25.240 (meters)                     GEOID93
 AD8684  GEOID HEIGHT    -        -24.367 (meters)                     GEOID18
 AD8684  NAD 83(2011) X  -    816,119.622 (meters)                     COMP
 AD8684  NAD 83(2011) Y  - -5,635,272.008 (meters)                     COMP
 AD8684  NAD 83(2011) Z  -  2,864,056.440 (meters)                     COMP
 AD8684  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 AD8684
 AD8684  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8684  Standards:
 AD8684         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8684            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8684  -------------------------------------------------------------------
 AD8684  NETWORK    1.44   2.55           0.59   0.59   1.30      0.05958746
 AD8684  -------------------------------------------------------------------
 AD8684  Click here for local accuracies and other accuracy information.
 AD8684
 AD8684.The horizontal coordinates were established by GPS observations
 AD8684.and adjusted by the National Geodetic Survey in June 2012.
 AD8684
 AD8684.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8684.been affixed to the stable North American tectonic plate. See 
 AD8684.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8684
 AD8684.The horizontal coordinates are valid at the epoch date displayed above
 AD8684.which is a decimal equivalence of Year/Month/Day.
 AD8684
 AD8684.The orthometric height was determined by GPS observations and a
 AD8684.high-resolution geoid model.
 AD8684
 AD8684.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8684.GEOID18 height accuracy estimate available here.
 AD8684
 AD8684.Click photographs - Photos may exist for this station.
 AD8684
 AD8684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8684
 AD8684.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8684
 AD8684.The ellipsoidal height was determined by GPS observations
 AD8684.and is referenced to NAD 83.
 AD8684
 AD8684. The following values were computed from the NAD 83(2011) position.
 AD8684
 AD8684;                    North         East     Units Scale Factor Converg.
 AD8684;SPC FL W     -   279,554.017   223,897.683   MT  0.99994822   +0 06 31.1
 AD8684;SPC FL W     -   917,170.14    734,570.98   sFT  0.99994822   +0 06 31.1
 AD8684;UTM  17      - 2,970,793.903   424,547.564   MT  0.99967028   -0 20 35.3
 AD8684
 AD8684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8684!SPC FL W     -   1.00000231  x   0.99994822  =   0.99995053
 AD8684!UTM  17      -   1.00000231  x   0.99967028  =   0.99967259
 AD8684
 AD8684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2454770793(NAD 83)
 AD8684
 AD8684                          SUPERSEDED SURVEY CONTROL
 AD8684
 AD8684  NAD 83(2007)-  26 51 24.26172(N)    081 45 34.27049(W) AD(2002.00) 0
 AD8684  ELLIP H (02/10/07)  -14.680  (m)                       GP(2002.00)    
 AD8684  NAD 83(1999)-  26 51 24.26189(N)    081 45 34.27076(W) AD(       ) 1
 AD8684  ELLIP H (07/06/01)  -14.677  (m)                       GP(       ) 4 2
 AD8684  NAD 83(1990)-  26 51 24.26021(N)    081 45 34.27007(W) AD(       ) 1
 AD8684  ELLIP H (11/12/93)  -14.633  (m)                       GP(       ) 4 1
 AD8684
 AD8684.Superseded values are not recommended for survey control.
 AD8684
 AD8684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8684.See file dsdata.pdf to determine how the superseded data were derived.
 AD8684
 AD8684_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8684_STAMPING: GPS 1992 4226-06-001 9266
 AD8684_MARK LOGO: FL-015
 AD8684_PROJECTION: RECESSED 8 CENTIMETERS
 AD8684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8684+STABILITY: SURFACE MOTION
 AD8684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8684+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2022
 AD8684
 AD8684  HISTORY     - Date     Condition        Report By
 AD8684  HISTORY     - 1992     MONUMENTED       FL-015
 AD8684  HISTORY     - 19920919 GOOD             DENI
 AD8684  HISTORY     - 20061106 GOOD             JOHNSN
 AD8684  HISTORY     - 20120814 GOOD             MCKIM
 AD8684  HISTORY     - 20220322 GOOD             FLDT
 AD8684
 AD8684                          STATION DESCRIPTION
 AD8684
 AD8684'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8684'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8684'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 6, TWP 42S, RGE
 AD8684'26E, 18.7 MI (30.1 KM) EAST SOUTHEAST OF PUNTA GORDA, 6.0 MI
 AD8684'(9.7 KM) NORTH OF THE CHARLOTTE/LEE COUNTY LINE.
 AD8684'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 31 AND COUNTY ROAD
 AD8684'74 IN NORTHEAST CHARLOTTE COUNTY, GO SOUTH 6.1 MI (9.8 KM) TO THE
 AD8684'ENTRANCE OF BABCOCK WILDERNESS TRAILS AND STATION ON LEFT.
 AD8684'STATION IS 40.5 FT (12.3 M) EAST OF THE CENTERLINE OF STATE ROUTE 31,
 AD8684'349 FT (106.4 M) SOUTH OF THE CENTERLINE OF THE DIRT ENTRANCE ROAD TO
 AD8684'BABCOCK WILDERNESS TRAILS, 8.3 FT (2.5 M) WEST OF A WIRE FENCE, 29.6
 AD8684'FT (9.0 M) SOUTH OF 4 INCH DIAMETER P.V.C. SIGN POST FOR AT+T
 AD8684'UNDERGROUND CABLE WARNING SIGN NUMBER 973, 7.5 FT (2.3 M) WEST OF A
 AD8684'WITNESS POST.
 AD8684'STATION MARK IS A CHARLOTTE COUNTY SURVEY MONUMENT 2.75 INCH BRASS
 AD8684'DISK SET IN TOP OF AN 18 INCH DIAMETER CONCRETE MONUMENT, 3 INCHES
 AD8684'BELOW GROUND LEVEL.
 AD8684
 AD8684                          STATION RECOVERY (2006)
 AD8684
 AD8684'RECOVERY NOTE BY JOHNSON ENGINEERING INCORPORATED 2006 (LGG)
 AD8684'RECOVERED IN GOOD CONDITION.
 AD8684
 AD8684                          STATION RECOVERY (2012)
 AD8684
 AD8684'RECOVERY NOTE BY MCKIM AND CREED 2012 (MJH)
 AD8684'RECOVERED IN GOOD CONDITION.
 AD8684
 AD8684                          STATION RECOVERY (2022)
 AD8684
 AD8684'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2022 (BP)
 AD8684'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8685 ***********************************************************************
 AD8685  DESIGNATION -  4226 35 001
 AD8685  PID         -  AD8685
 AD8685  STATE/COUNTY-  FL/CHARLOTTE
 AD8685  COUNTRY     -  US
 AD8685  USGS QUAD   -  TELEGRAPH SWAMP (2018)
 AD8685
 AD8685                         *CURRENT SURVEY CONTROL
 AD8685  ______________________________________________________________________
 AD8685* NAD 83(2011) POSITION- 26 46 16.18743(N) 081 40 50.41693(W)   ADJUSTED
 AD8685* NAD 83(2011) ELLIP HT-   -17.699 (meters)        (06/27/12)   ADJUSTED
 AD8685* NAD 83(2011) EPOCH   -  2010.00
 AD8685* NAVD 88 ORTHO HEIGHT -     6.8   (meters)       22.    (feet) GPS OBS
 AD8685  ______________________________________________________________________
 AD8685  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8685  GEOID HEIGHT    -        -25.330 (meters)                     GEOID93
 AD8685  GEOID HEIGHT    -        -24.433 (meters)                     GEOID18
 AD8685  NAD 83(2011) X  -    824,492.354 (meters)                     COMP
 AD8685  NAD 83(2011) Y  - -5,638,373.122 (meters)                     COMP
 AD8685  NAD 83(2011) Z  -  2,855,592.748 (meters)                     COMP
 AD8685  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 AD8685
 AD8685  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8685  Standards:
 AD8685         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8685            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8685  -------------------------------------------------------------------
 AD8685  NETWORK    1.89   3.08           0.81   0.73   1.57      0.05729355
 AD8685  -------------------------------------------------------------------
 AD8685  Click here for local accuracies and other accuracy information.
 AD8685
 AD8685.The horizontal coordinates were established by GPS observations
 AD8685.and adjusted by the National Geodetic Survey in June 2012.
 AD8685
 AD8685.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8685.been affixed to the stable North American tectonic plate. See 
 AD8685.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8685
 AD8685.The horizontal coordinates are valid at the epoch date displayed above
 AD8685.which is a decimal equivalence of Year/Month/Day.
 AD8685
 AD8685.The orthometric height was determined by GPS observations and a
 AD8685.high-resolution geoid model.
 AD8685
 AD8685.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8685.GEOID18 height accuracy estimate available here.
 AD8685
 AD8685.Click photographs - Photos may exist for this station.
 AD8685
 AD8685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8685
 AD8685.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8685
 AD8685.The ellipsoidal height was determined by GPS observations
 AD8685.and is referenced to NAD 83.
 AD8685
 AD8685. The following values were computed from the NAD 83(2011) position.
 AD8685
 AD8685;                    North         East     Units Scale Factor Converg.
 AD8685;SPC FL W     -   270,089.890   231,757.062   MT  0.99995362   +0 08 37.8
 AD8685;SPC FL W     -   886,119.91    760,356.29   sFT  0.99995362   +0 08 37.8
 AD8685;UTM  17      - 2,961,270.929   432,329.948   MT  0.99965653   -0 18 23.8
 AD8685
 AD8685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8685!SPC FL W     -   1.00000278  x   0.99995362  =   0.99995640
 AD8685!UTM  17      -   1.00000278  x   0.99965653  =   0.99965931
 AD8685
 AD8685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3232961270(NAD 83)
 AD8685
 AD8685                          SUPERSEDED SURVEY CONTROL
 AD8685
 AD8685  NAD 83(2007)-  26 46 16.18754(N)    081 40 50.41753(W) AD(2002.00) 0
 AD8685  ELLIP H (02/10/07)  -17.686  (m)                       GP(2002.00)    
 AD8685  NAD 83(1999)-  26 46 16.18776(N)    081 40 50.41787(W) AD(       ) 1
 AD8685  ELLIP H (07/06/01)  -17.673  (m)                       GP(       ) 4 2
 AD8685  NAD 83(1990)-  26 46 16.18549(N)    081 40 50.41741(W) AD(       ) 1
 AD8685  ELLIP H (11/12/93)  -17.616  (m)                       GP(       ) 4 1
 AD8685
 AD8685.Superseded values are not recommended for survey control.
 AD8685
 AD8685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8685.See file dsdata.pdf to determine how the superseded data were derived.
 AD8685
 AD8685_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8685_STAMPING: GPS 1992 4226-35-001 9263
 AD8685_MARK LOGO: FL-015
 AD8685_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8685+STABILITY: SURFACE MOTION
 AD8685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8685+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1992
 AD8685
 AD8685  HISTORY     - Date     Condition        Report By
 AD8685  HISTORY     - 1992     MONUMENTED       FL-015
 AD8685  HISTORY     - 19920919 GOOD             DENI
 AD8685
 AD8685                          STATION DESCRIPTION
 AD8685
 AD8685'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8685'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8685'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 35, TWP 42S,
 AD8685'RGE 26E, NEAR THE CHARLOTTE/LEE COUNTY LINE, 25.4 MI (40.9 KM) EAST
 AD8685'SOUTHEAST OF PUNTA GORDA, 14.7 MI (23.7 KM) NORTHEAST OF FORT MYERS,
 AD8685'9.0 MI (14.5 KM) EAST NORTHEAST OF THE JUNCTION OF I-75 AND STATE
 AD8685'ROUTE 78/BAYSHORE ROAD IN LEE COUNTY, EXIT 26.  STATION IS LOCATED ON
 AD8685'BABCOCK RANCH PROPERTY.  CONTACT RANCH OFFICE--(813)639-3958.
 AD8685'--NOTE--4WD IS ADVISED.
 AD8685'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 31 AND THE
 AD8685'CHARLOTTE/LEE COUNTY LINE, GO SOUTH INTO LEE COUNTY 2.0 MI (3.2 KM)
 AD8685'ON STATE ROUTE 31 TO THE JUNCTION WITH LEE COUNTY ROAD 78, THEN EAST
 AD8685'2.5 MI (4.0 KM) ON COUNTY ROAD 78 TO A GRAVEL FARM ROAD LEADING
 AD8685'NORTH, THEN NORTH 1.0 MI (1.6 KM) AND EAST 2.5 MI (4.0 KM) ON GRAVEL
 AD8685'ROAD TO A GATE ON A NORTH-SOUTH FENCE LINE AND A DIRT TRAIL LEADING
 AD8685'NORTH ALONG THE WEST SIDE OF THE FENCE, THEN NORTH 1.0 MI (1.6 KM)
 AD8685'ALONG TRAIL THROUGH THE WOODS ON THE WEST SIDE OF THE FENCE TO A FORK
 AD8685'IN THE TRAIL, THEN NORTHWEST ABOUT 200 FT (61.0 M) ALONG TRAIL TO
 AD8685'ANOTHER FORK IN THE TRAIL, THEN NORTHWEST (RIGHT) 0.1 MI (0.2 KM) TO
 AD8685'THE SOUTH EDGE OF A LARGE CLEARED PASTURE AND THE STATION
 AD8685'APPROXIMATELY 150 FT (45.7 M) NORTH AND 200 FT (61.0 M) WEST OF THE
 AD8685'SOUTHEAST CORNER OF THE PASTURE.
 AD8685'STATION IS 169 FT (51.5 M) NORTH OF THE CENTERLINE OF A DIRT TRAIL,
 AD8685'216 FT (65.8 M) WEST INTO THE CLEARING FROM THE EDGE OF
 AD8685'WOODS/PALMETTO, 142.4 FT (43.4 M) NORTH OF A 7 INCH PINE TREE, 10 FT
 AD8685'(3.0 M) NORTH OF THE CENTERLINE OF AN 8 FT (2.4 M) WIDE DITCH, 196 FT
 AD8685'(59.7 M) WEST OF A 12 FT (3.7 M) WIDE DITCH, 92.4 FT (28.2 M) WEST OF
 AD8685'A 6 INCH DOUBLE PINE TREE, 3.0 FT (0.9 M) SOUTH OF A WITNESS POST.
 AD8685'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8685'DISK SET IN THE TOP OF A 17 INCH ROUND CONCRETE MONUMENT, 2 INCHES
 AD8685'BELOW GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8686 ***********************************************************************
 AD8686  DESIGNATION -  4227 36 002
 AD8686  PID         -  AD8686
 AD8686  STATE/COUNTY-  FL/CHARLOTTE
 AD8686  COUNTRY     -  US
 AD8686  USGS QUAD   -  TELEGRAPH SWAMP SE (2018)
 AD8686
 AD8686                         *CURRENT SURVEY CONTROL
 AD8686  ______________________________________________________________________
 AD8686* NAD 83(2011) POSITION- 26 46 10.55018(N) 081 33 57.14767(W)   ADJUSTED
 AD8686* NAD 83(2011) ELLIP HT-   -18.636 (meters)        (06/27/12)   ADJUSTED
 AD8686* NAD 83(2011) EPOCH   -  2010.00
 AD8686* NAVD 88 ORTHO HEIGHT -     5.9   (meters)       19.    (feet) GPS OBS
 AD8686  ______________________________________________________________________
 AD8686  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8686  GEOID HEIGHT    -        -25.410 (meters)                     GEOID93
 AD8686  GEOID HEIGHT    -        -24.483 (meters)                     GEOID18
 AD8686  NAD 83(2011) X  -    835,798.996 (meters)                     COMP
 AD8686  NAD 83(2011) Y  - -5,636,786.339 (meters)                     COMP
 AD8686  NAD 83(2011) Z  -  2,855,437.421 (meters)                     COMP
 AD8686  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 AD8686
 AD8686  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8686  Standards:
 AD8686         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8686            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8686  -------------------------------------------------------------------
 AD8686  NETWORK    2.13   3.61           0.88   0.86   1.84      0.06795493
 AD8686  -------------------------------------------------------------------
 AD8686  Click here for local accuracies and other accuracy information.
 AD8686
 AD8686.The horizontal coordinates were established by GPS observations
 AD8686.and adjusted by the National Geodetic Survey in June 2012.
 AD8686
 AD8686.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8686.been affixed to the stable North American tectonic plate. See 
 AD8686.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8686
 AD8686.The horizontal coordinates are valid at the epoch date displayed above
 AD8686.which is a decimal equivalence of Year/Month/Day.
 AD8686
 AD8686.The orthometric height was determined by GPS observations and a
 AD8686.high-resolution geoid model.
 AD8686
 AD8686.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8686.GEOID18 height accuracy estimate available here.
 AD8686
 AD8686.Click photographs - Photos may exist for this station.
 AD8686
 AD8686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8686
 AD8686.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8686
 AD8686.The ellipsoidal height was determined by GPS observations
 AD8686.and is referenced to NAD 83.
 AD8686
 AD8686. The following values were computed from the NAD 83(2011) position.
 AD8686
 AD8686;                    North         East     Units Scale Factor Converg.
 AD8686;SPC FL W     -   269,950.208   243,174.270   MT  0.99996418   +0 11 43.9
 AD8686;SPC FL W     -   885,661.64    797,814.25   sFT  0.99996418   +0 11 43.9
 AD8686;UTM  17      - 2,961,041.568   443,742.153   MT  0.99963907   -0 15 17.6
 AD8686
 AD8686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8686!SPC FL W     -   1.00000293  x   0.99996418  =   0.99996711
 AD8686!UTM  17      -   1.00000293  x   0.99963907  =   0.99964200
 AD8686
 AD8686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK4374261041(NAD 83)
 AD8686
 AD8686                          SUPERSEDED SURVEY CONTROL
 AD8686
 AD8686  NAD 83(2007)-  26 46 10.55029(N)    081 33 57.14827(W) AD(2002.00) 0
 AD8686  ELLIP H (02/10/07)  -18.623  (m)                       GP(2002.00)    
 AD8686  NAD 83(1999)-  26 46 10.55052(N)    081 33 57.14863(W) AD(       ) 1
 AD8686  ELLIP H (07/06/01)  -18.607  (m)                       GP(       ) 4 2
 AD8686  NAD 83(1990)-  26 46 10.54795(N)    081 33 57.14847(W) AD(       ) 1
 AD8686  ELLIP H (11/12/93)  -18.541  (m)                       GP(       ) 4 1
 AD8686
 AD8686.Superseded values are not recommended for survey control.
 AD8686
 AD8686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8686.See file dsdata.pdf to determine how the superseded data were derived.
 AD8686
 AD8686_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8686_STAMPING: GPS 1992 4227-36-002 9264
 AD8686_MARK LOGO: FL-015
 AD8686_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8686+STABILITY: SURFACE MOTION
 AD8686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8686+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1992
 AD8686
 AD8686  HISTORY     - Date     Condition        Report By
 AD8686  HISTORY     - 1992     MONUMENTED       FL-015
 AD8686  HISTORY     - 19920917 GOOD             DENI
 AD8686
 AD8686                          STATION DESCRIPTION
 AD8686
 AD8686'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8686'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8686'STATION IS LOCATED AT THE SOUTHEAST CORNER OF SECTION 36, TWP 42S, RGE
 AD8686'27 EAST, APPROXIMATELY 25 FT (7.6 M) NORTHWEST OF THE CORNER COMMON
 AD8686'TO CHARLOTTE, GLADES, HENDRY AND LEE COUNTIES, 31.9 MI (51.3 KM) EAST
 AD8686'SOUTHEAST OF PUNTA GORDA, 20.7 MI (33.3 KM) EAST NORTHEAST OF FORT
 AD8686'MYERS.
 AD8686'TO REACH STATION FROM THE INTERSECTION OF LEE COUNTY ROAD 78 AND THE
 AD8686'LEE/HENDRY COUNTY LINE, 2.7 MI (4.3 KM) EAST NORTHEAST OF ALVA, GO
 AD8686'WEST 0.6 MI (1.0 KM) ON COUNTY ROAD 78 TO A DIRT AND GRAVEL FARM ROAD
 AD8686'LEADING NORTH INTO A LARGE CITRUS GROVE, THEN NORTH O.8 MI ALONG FARM
 AD8686'ROAD TO A T INTERSECTION WITH ANOTHER FARM ROAD, THEN EAST 0.6 MI
 AD8686'(1.0 KM) ALONG GRAVEL AND DIRT FARM ROAD TO A DIRT ROAD ALONG THE
 AD8686'WEST SIDE OF A LARGE DRAINAGE DITCH WHICH IS ALONG THE LEE/HENDRY
 AD8686'COUNTY LINE, THEN NORTH 2.15 MI (3.46 KM) ALONG DIRT ROAD UNTIL IT
 AD8686'ENDS AT A DITCH INTERSECTION AT THE CHARLOTTE/LEE/HENDRY/GLADES
 AD8686'COUNTY CORNER TO THE STATION, NORTH OF A DRAINAGE DITCH.
 AD8686'STATION IS IN THE CHARLOTTE COUNTY (NORTHWEST) QUADRANT OF A FENCE
 AD8686'INTERSECTION, 15.0 FT (4.6 M) NORTH OF AN EAST-WEST WIRE FENCE, 10.7
 AD8686'FT (3.3 M) WEST OF A NORTH-SOUTH WIRE FENCE, 19.7 FT (6.0 M)
 AD8686'NORTHWEST OF A 3 INCH SQUARE CONCRETE MONUMENT, 14.0 FT (4.3 M) NORTH
 AD8686'OF A WITNESS POST, 9.5 FT (2.9 M) WEST OF A WITNESS POST.
 AD8686'STATION MARK IS A CHARLOTTE COUNTY SURVEY DEPARTMENT 2.75 INCH BRASS
 AD8686'DISK SET IN TOP OF A 12 INCH ROUND CONCRETE MONUMENT, 5 INCHES BELOW
 AD8686'GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0267 ***********************************************************************
 AG0267  DESIGNATION -  423
 AG0267  PID         -  AG0267
 AG0267  STATE/COUNTY-  FL/PINELLAS
 AG0267  COUNTRY     -  US
 AG0267  USGS QUAD   -  CLEARWATER (2018)
 AG0267
 AG0267                         *CURRENT SURVEY CONTROL
 AG0267  ______________________________________________________________________
 AG0267* NAD 83(1986) POSITION- 27 52 49.     (N) 082 49 29.     (W)   SCALED
 AG0267* NAVD 88 ORTHO HEIGHT -    12.431 (meters)       40.78  (feet) ADJUSTED
 AG0267  ______________________________________________________________________
 AG0267  GEOID HEIGHT    -        -24.450 (meters)                     GEOID18
 AG0267  DYNAMIC HEIGHT  -         12.413 (meters)       40.73  (feet) COMP
 AG0267  MODELED GRAVITY -    979,185.5   (mgal)                       NAVD 88
 AG0267
 AG0267  VERT ORDER      -  SECOND    CLASS II
 AG0267
 AG0267.The horizontal coordinates were scaled from a map and have
 AG0267.an estimated accuracy of +/- 6 seconds.
 AG0267
 AG0267.The orthometric height was determined by differential leveling and
 AG0267.adjusted by the NATIONAL GEODETIC SURVEY
 AG0267.in June 1991.
 AG0267
 AG0267.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0267.GEOID18 height accuracy estimate available here.
 AG0267
 AG0267.Click photographs - Photos may exist for this station.
 AG0267
 AG0267.The dynamic height is computed by dividing the NAVD 88
 AG0267.geopotential number by the normal gravity value computed on the
 AG0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0267.degrees latitude (g = 980.6199 gals.).
 AG0267
 AG0267.The modeled gravity was interpolated from observed gravity values.
 AG0267
 AG0267;                    North         East    Units  Estimated Accuracy
 AG0267;SPC FL W     -   393,220.      118,790.      MT  (+/- 180 meters Scaled)
 AG0267
 AG0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL203852(NAD 83)
 AG0267
 AG0267                          SUPERSEDED SURVEY CONTROL
 AG0267
 AG0267  NGVD 29 (??/??/92)   12.696  (m)           41.65   (f) ADJ UNCH    2 2
 AG0267
 AG0267.Superseded values are not recommended for survey control.
 AG0267
 AG0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0267.See file dsdata.pdf to determine how the superseded data were derived.
 AG0267
 AG0267_MARKER: DD = SURVEY DISK
 AG0267_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0267_SP_SET: CULVERT HEADWALL
 AG0267_STAMPING: 423
 AG0267_MARK LOGO: FLHD
 AG0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0267+STABILITY: SURFACE MOTION
 AG0267
 AG0267  HISTORY     - Date     Condition        Report By
 AG0267  HISTORY     - UNK      MONUMENTED       FLHD
 AG0267  HISTORY     - 1976     GOOD             NGS
 AG0267  HISTORY     - 1990     GOOD             USPSQD
 AG0267  HISTORY     - 20010324 MARK NOT FOUND   USPSQD
 AG0267  HISTORY     - 20190128 MARK NOT FOUND   MCKIM
 AG0267
 AG0267                          STATION DESCRIPTION
 AG0267
 AG0267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0267'IN LARGO.
 AG0267'TO REACH THE STATION FROM THE INTERSECTION OF S.R. S 697 (INDIAN ROCKS
 AG0267'RD.) AND S.R. 688 (ULMERTON RD.).  RUN EASTERLY ON S.R. 688 FOR 0.55
 AG0267'MILE TO THE INTERSECTION OF HIBISCUS DR. N.  STATION ON LEFT, N.E.
 AG0267'CORNER, 45.1 FT. NORTH OF THE CENTERLINE S.R. 688, 50.1 FT. EAST OF
 AG0267'THE CENTERLINE OF HIBISCUS DR. N., 12.3 FT. WEST OF THE EAST END OF A
 AG0267'BOX CULVERT.  SET IN THE TOP OF THE BOX CULVERT.  SECTION 8, T 30, R
 AG0267'15.
 AG0267
 AG0267                          STATION RECOVERY (1990)
 AG0267
 AG0267'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG0267'RECOVERED IN GOOD CONDITION.
 AG0267
 AG0267                          STATION RECOVERY (2001)
 AG0267
 AG0267'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLW)
 AG0267'THIS AREA HAS BEEN TOTALLY REDONE AND BOX CULVERT IS NEW CONCRETE.
 AG0267'DISK NOT FOUND.
 AG0267
 AG0267                          STATION RECOVERY (2019)
 AG0267
 AG0267'RECOVERY NOTE BY MCKIM AND CREED 2019 (CJB)
 AG0267'APPEARS TO FALL IN PRESENT ROADWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0268 ***********************************************************************
 AG0268  DESIGNATION -  424
 AG0268  PID         -  AG0268
 AG0268  STATE/COUNTY-  FL/PINELLAS
 AG0268  COUNTRY     -  US
 AG0268  USGS QUAD   -  CLEARWATER (2018)
 AG0268
 AG0268                         *CURRENT SURVEY CONTROL
 AG0268  ______________________________________________________________________
 AG0268* NAD 83(1986) POSITION- 27 53 28.     (N) 082 48 29.     (W)   SCALED
 AG0268* NAVD 88 ORTHO HEIGHT -    12.938 (meters)       42.45  (feet) ADJUSTED
 AG0268  ______________________________________________________________________
 AG0268  GEOID HEIGHT    -        -24.495 (meters)                     GEOID18
 AG0268  DYNAMIC HEIGHT  -         12.919 (meters)       42.39  (feet) COMP
 AG0268  MODELED GRAVITY -    979,185.6   (mgal)                       NAVD 88
 AG0268
 AG0268  VERT ORDER      -  SECOND    CLASS II
 AG0268
 AG0268.The horizontal coordinates were scaled from a map and have
 AG0268.an estimated accuracy of +/- 6 seconds.
 AG0268
 AG0268.The orthometric height was determined by differential leveling and
 AG0268.adjusted by the NATIONAL GEODETIC SURVEY
 AG0268.in June 1991.
 AG0268
 AG0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0268.GEOID18 height accuracy estimate available here.
 AG0268
 AG0268.Click photographs - Photos may exist for this station.
 AG0268
 AG0268.The dynamic height is computed by dividing the NAVD 88
 AG0268.geopotential number by the normal gravity value computed on the
 AG0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0268.degrees latitude (g = 980.6199 gals.).
 AG0268
 AG0268.The modeled gravity was interpolated from observed gravity values.
 AG0268
 AG0268;                    North         East    Units  Estimated Accuracy
 AG0268;SPC FL W     -   394,410.      120,440.      MT  (+/- 180 meters Scaled)
 AG0268
 AG0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL220864(NAD 83)
 AG0268
 AG0268                          SUPERSEDED SURVEY CONTROL
 AG0268
 AG0268  NGVD 29 (??/??/92)   13.202  (m)           43.31   (f) ADJ UNCH    2 2
 AG0268
 AG0268.Superseded values are not recommended for survey control.
 AG0268
 AG0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0268.See file dsdata.pdf to determine how the superseded data were derived.
 AG0268
 AG0268_MARKER: DD = SURVEY DISK
 AG0268_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0268_SP_SET: CULVERT HEADWALL
 AG0268_STAMPING: 424
 AG0268_MARK LOGO: FLHD
 AG0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0268+STABILITY: SURFACE MOTION
 AG0268
 AG0268  HISTORY     - Date     Condition        Report By
 AG0268  HISTORY     - UNK      MONUMENTED       FLHD
 AG0268  HISTORY     - 1976     GOOD             NGS
 AG0268  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AG0268
 AG0268                          STATION DESCRIPTION
 AG0268
 AG0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0268'IN LARGO.
 AG0268'TO REACH THE STATION FROM THE INTERSECTION OF S.R. S697 (INDIAN ROCKS
 AG0268'RD.) AND S.R. 688 (ULMERTON RD.).  RUN EASTERLY ON S.R. 688 FOR 2.15
 AG0268'MILES.  STATION ON RIGHT, 45.6 FT. S.S.E. OF THE CENTERLINE OF S.R.
 AG0268'688, 14.8 FT. EAST OF THE WEST END OF A BOX CULVERT.  SET IN THE TOP
 AG0268'OF THE BOX CULVERT.  SECTION 9, T 30, R 15.
 AG0268
 AG0268                          STATION RECOVERY (1991)
 AG0268
 AG0268'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG0268'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0269 ***********************************************************************
 AG0269  DESIGNATION -  425
 AG0269  PID         -  AG0269
 AG0269  STATE/COUNTY-  FL/PINELLAS
 AG0269  COUNTRY     -  US
 AG0269  USGS QUAD   -  CLEARWATER (2018)
 AG0269
 AG0269                         *CURRENT SURVEY CONTROL
 AG0269  ______________________________________________________________________
 AG0269* NAD 83(1986) POSITION- 27 53 36.     (N) 082 47 13.     (W)   SCALED
 AG0269* NAVD 88 ORTHO HEIGHT -     7.041 (meters)       23.10  (feet) ADJUSTED
 AG0269  ______________________________________________________________________
 AG0269  GEOID HEIGHT    -        -24.529 (meters)                     GEOID18
 AG0269  DYNAMIC HEIGHT  -          7.031 (meters)       23.07  (feet) COMP
 AG0269  MODELED GRAVITY -    979,185.3   (mgal)                       NAVD 88
 AG0269
 AG0269  VERT ORDER      -  SECOND    CLASS II
 AG0269
 AG0269.The horizontal coordinates were scaled from a map and have
 AG0269.an estimated accuracy of +/- 6 seconds.
 AG0269
 AG0269.The orthometric height was determined by differential leveling and
 AG0269.adjusted by the NATIONAL GEODETIC SURVEY
 AG0269.in June 1991.
 AG0269
 AG0269.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0269.GEOID18 height accuracy estimate available here.
 AG0269
 AG0269.Click photographs - Photos may exist for this station.
 AG0269
 AG0269.The dynamic height is computed by dividing the NAVD 88
 AG0269.geopotential number by the normal gravity value computed on the
 AG0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0269.degrees latitude (g = 980.6199 gals.).
 AG0269
 AG0269.The modeled gravity was interpolated from observed gravity values.
 AG0269
 AG0269;                    North         East    Units  Estimated Accuracy
 AG0269;SPC FL W     -   394,640.      122,520.      MT  (+/- 180 meters Scaled)
 AG0269
 AG0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL241866(NAD 83)
 AG0269
 AG0269                          SUPERSEDED SURVEY CONTROL
 AG0269
 AG0269  NGVD 29 (??/??/92)    7.305  (m)           23.97   (f) ADJ UNCH    2 2
 AG0269
 AG0269.Superseded values are not recommended for survey control.
 AG0269
 AG0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0269.See file dsdata.pdf to determine how the superseded data were derived.
 AG0269
 AG0269_MARKER: DD = SURVEY DISK
 AG0269_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0269_SP_SET: HEADWALL HEADWALL
 AG0269_STAMPING: 425
 AG0269_MARK LOGO: FLHD
 AG0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0269+STABILITY: SURFACE MOTION
 AG0269
 AG0269  HISTORY     - Date     Condition        Report By
 AG0269  HISTORY     - 1976     MONUMENTED       FLHD
 AG0269  HISTORY     - 1976     GOOD             NGS
 AG0269  HISTORY     - 1977     GOOD             FL-103
 AG0269  HISTORY     - 20010324 MARK NOT FOUND   USPSQD
 AG0269
 AG0269                          STATION DESCRIPTION
 AG0269
 AG0269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0269'IN LARGO.
 AG0269'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (SEMINOLE
 AG0269'BLVD.) AND S.R. 688 (ULMERTON RD.).  RUN SOUTHERLY ON S.R. 595 FOR .10
 AG0269'MILE.  STATION ON LEFT, 64.9 FT. EAST OF THE CENTERLINE OF S.R. 595,
 AG0269'14.8 FT. N.W. OF A POWER POLE (NUMBER 1-93210), 2.0 FT. NORTH OF THE
 AG0269'SOUTH END OF HEADWALL.  SET IN THE TOP OF A CONCRETE HEADWALL. SECTION
 AG0269'10, T30, R15.
 AG0269
 AG0269                          STATION RECOVERY (1977)
 AG0269
 AG0269'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG0269'RECOVERED IN GOOD CONDITION.
 AG0269
 AG0269                          STATION RECOVERY (2001)
 AG0269
 AG0269'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLW)
 AG0269'THIS AREA HAS BEEN TOTALLY REDONE AS THIS WOULD BE LOCATED ON THE EDGE
 AG0269'OF LARGO MALL.  NO CONCRETE HEADWALLS IN AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0270 ***********************************************************************
 AG0270  DESIGNATION -  426
 AG0270  PID         -  AG0270
 AG0270  STATE/COUNTY-  FL/PINELLAS
 AG0270  COUNTRY     -  US
 AG0270  USGS QUAD   -  CLEARWATER (2018)
 AG0270
 AG0270                         *CURRENT SURVEY CONTROL
 AG0270  ______________________________________________________________________
 AG0270* NAD 83(1986) POSITION- 27 53 37.     (N) 082 46 35.     (W)   SCALED
 AG0270* NAVD 88 ORTHO HEIGHT -     1.832 (meters)        6.01  (feet) ADJUSTED
 AG0270  ______________________________________________________________________
 AG0270  GEOID HEIGHT    -        -24.545 (meters)                     GEOID18
 AG0270  DYNAMIC HEIGHT  -          1.829 (meters)        6.00  (feet) COMP
 AG0270  MODELED GRAVITY -    979,185.1   (mgal)                       NAVD 88
 AG0270
 AG0270  VERT ORDER      -  SECOND    CLASS II
 AG0270
 AG0270.The horizontal coordinates were scaled from a map and have
 AG0270.an estimated accuracy of +/- 6 seconds.
 AG0270
 AG0270.The orthometric height was determined by differential leveling and
 AG0270.adjusted by the NATIONAL GEODETIC SURVEY
 AG0270.in June 1991.
 AG0270
 AG0270.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0270.GEOID18 height accuracy estimate available here.
 AG0270
 AG0270.Click photographs - Photos may exist for this station.
 AG0270
 AG0270.The dynamic height is computed by dividing the NAVD 88
 AG0270.geopotential number by the normal gravity value computed on the
 AG0270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0270.degrees latitude (g = 980.6199 gals.).
 AG0270
 AG0270.The modeled gravity was interpolated from observed gravity values.
 AG0270
 AG0270;                    North         East    Units  Estimated Accuracy
 AG0270;SPC FL W     -   394,660.      123,560.      MT  (+/- 180 meters Scaled)
 AG0270
 AG0270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL251866(NAD 83)
 AG0270
 AG0270                          SUPERSEDED SURVEY CONTROL
 AG0270
 AG0270  NGVD 29 (??/??/92)    2.095  (m)            6.87   (f) ADJ UNCH    2 2
 AG0270
 AG0270.Superseded values are not recommended for survey control.
 AG0270
 AG0270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0270.See file dsdata.pdf to determine how the superseded data were derived.
 AG0270
 AG0270_MARKER: DD = SURVEY DISK
 AG0270_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0270_SP_SET: CULVERT HEADWALL
 AG0270_STAMPING: 426
 AG0270_MARK LOGO: FLHD
 AG0270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0270+STABILITY: SURFACE MOTION
 AG0270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0270+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2001
 AG0270
 AG0270  HISTORY     - Date     Condition        Report By
 AG0270  HISTORY     - UNK      MONUMENTED       FL-103
 AG0270  HISTORY     - 1976     GOOD             NGS
 AG0270  HISTORY     - 1984     GOOD             USPSQD
 AG0270  HISTORY     - 20010324 GOOD             USPSQD
 AG0270
 AG0270                          STATION DESCRIPTION
 AG0270
 AG0270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0270'IN LARGO.
 AG0270'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (SEMINOLE
 AG0270'BLVD.) AND S.R. 688 (ULMERTON RD.).  RUN EASTERLY ON S.R. 688 FOR 0.65
 AG0270'MILE.  STATION ON RIGHT, 56.3 FT. SOUTH OF THE CENTERLINE OF S.R. 688,
 AG0270'167.0 FT. EAST OF THE EXTENDED CENTERLINE OF 10TH ST. S.E., 19.6 FT.
 AG0270'WEST OF THE EAST END OF HEADWALL.  SET IN THE TOP OF HEADWALL. SECTION
 AG0270'11, T 30, R 15.
 AG0270
 AG0270                          STATION RECOVERY (1984)
 AG0270
 AG0270'RECOVERY NOTE BY US POWER SQUADRON 1984
 AG0270'RECOVERED IN GOOD CONDITION.
 AG0270
 AG0270                          STATION RECOVERY (2001)
 AG0270
 AG0270'RECOVERY NOTE BY US POWER SQUADRON 2001 (KLW)
 AG0270'CULVERT IS ON WEST EDGE OF GROSSE POINT ESTATES (MOBILE HOMES).  DISK
 AG0270'IS ON THE LARGE CONCRETE CULVERT WALL HEADER RUNNING PARALLEL TO
 AG0270'ULMERTON NEAR CENTER OF HEADER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0271 ***********************************************************************
 AG0271  DESIGNATION -  427
 AG0271  PID         -  AG0271
 AG0271  STATE/COUNTY-  FL/PINELLAS
 AG0271  COUNTRY     -  US
 AG0271  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0271
 AG0271                         *CURRENT SURVEY CONTROL
 AG0271  ______________________________________________________________________
 AG0271* NAD 83(1986) POSITION- 27 53 37.     (N) 082 44 11.     (W)   SCALED
 AG0271* NAVD 88 ORTHO HEIGHT -     4.913 (meters)       16.12  (feet) ADJUSTED
 AG0271  ______________________________________________________________________
 AG0271  GEOID HEIGHT    -        -24.597 (meters)                     GEOID18
 AG0271  DYNAMIC HEIGHT  -          4.906 (meters)       16.10  (feet) COMP
 AG0271  MODELED GRAVITY -    979,184.5   (mgal)                       NAVD 88
 AG0271
 AG0271  VERT ORDER      -  SECOND    CLASS II
 AG0271
 AG0271.The horizontal coordinates were scaled from a map and have
 AG0271.an estimated accuracy of +/- 6 seconds.
 AG0271
 AG0271.The orthometric height was determined by differential leveling and
 AG0271.adjusted by the NATIONAL GEODETIC SURVEY
 AG0271.in June 1991.
 AG0271
 AG0271.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0271.GEOID18 height accuracy estimate available here.
 AG0271
 AG0271.Click photographs - Photos may exist for this station.
 AG0271
 AG0271.The dynamic height is computed by dividing the NAVD 88
 AG0271.geopotential number by the normal gravity value computed on the
 AG0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0271.degrees latitude (g = 980.6199 gals.).
 AG0271
 AG0271.The modeled gravity was interpolated from observed gravity values.
 AG0271
 AG0271;                    North         East    Units  Estimated Accuracy
 AG0271;SPC FL W     -   394,640.      127,500.      MT  (+/- 180 meters Scaled)
 AG0271
 AG0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL290866(NAD 83)
 AG0271
 AG0271                          SUPERSEDED SURVEY CONTROL
 AG0271
 AG0271  NGVD 29 (??/??/92)    5.177  (m)           16.98   (f) ADJ UNCH    2 2
 AG0271
 AG0271.Superseded values are not recommended for survey control.
 AG0271
 AG0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0271.See file dsdata.pdf to determine how the superseded data were derived.
 AG0271
 AG0271_MARKER: DD = SURVEY DISK
 AG0271_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0271_SP_SET: CULVERT HEADWALL
 AG0271_STAMPING: 427
 AG0271_MARK LOGO: FLHD
 AG0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0271+STABILITY: SURFACE MOTION
 AG0271
 AG0271  HISTORY     - Date     Condition        Report By
 AG0271  HISTORY     - UNK      MONUMENTED       FLHD
 AG0271  HISTORY     - 1976     GOOD             NGS
 AG0271  HISTORY     - 19970405 MARK NOT FOUND   USPSQD
 AG0271  HISTORY     - 20000104 MARK NOT FOUND   USPSQD
 AG0271
 AG0271                          STATION DESCRIPTION
 AG0271
 AG0271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0271'IN LARGO.
 AG0271'TO REACH THE STATION FROM THE INTERSECTION OF S.R. 595 (SEMINOLE
 AG0271'BLVD.) AND S.R. 688 (ULMERTON RD.).  RUN EASTERLY ON S.R. 688 FOR 3.15
 AG0271'MILES.  STATION ON RIGHT, 47.2 FT. SOUTH OF THE CENTERLINE OF S.R.
 AG0271'688, 146.0 FT. EAST OF THE CENTERLINE OF ENTRANCE ROAD TO SIESTA
 AG0271'CASITAS APTS., 16.1 FT. EAST OF THE WEST END OF CONCRETE HEADWALL. SET
 AG0271'IN THE TOP OF A CONCRETE HEADWALL.  SECTION 6, T 30, R 16.
 AG0271
 AG0271                          STATION RECOVERY (1997)
 AG0271
 AG0271'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0271'MARK NOT FOUND.
 AG0271
 AG0271                          STATION RECOVERY (2000)
 AG0271
 AG0271'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0271'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9659 ***********************************************************************
 AC9659  SACS        -  This is a Secondary Airport Control Station.
 AC9659  DESIGNATION -  42J A
 AC9659  PID         -  AC9659
 AC9659  STATE/COUNTY-  FL/CLAY
 AC9659  COUNTRY     -  US
 AC9659  USGS QUAD   -  KEYSTONE HEIGHTS (2018)
 AC9659
 AC9659                         *CURRENT SURVEY CONTROL
 AC9659  ______________________________________________________________________
 AC9659* NAD 83(2011) POSITION- 29 50 42.56575(N) 082 02 27.61161(W)   ADJUSTED
 AC9659* NAD 83(2011) ELLIP HT-    30.942 (meters)        (06/27/12)   ADJUSTED
 AC9659* NAD 83(2011) EPOCH   -  2010.00
 AC9659* NAVD 88 ORTHO HEIGHT -    58.851 (meters)      193.08  (feet) ADJUSTED
 AC9659  ______________________________________________________________________
 AC9659  GEOID HEIGHT    -        -27.921 (meters)                     GEOID18
 AC9659  NAD 83(2011) X  -    766,655.946 (meters)                     COMP
 AC9659  NAD 83(2011) Y  - -5,483,511.488 (meters)                     COMP
 AC9659  NAD 83(2011) Z  -  3,155,512.657 (meters)                     COMP
 AC9659  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 AC9659  DYNAMIC HEIGHT  -         58.772 (meters)      192.82  (feet) COMP
 AC9659  MODELED GRAVITY -    979,312.9   (mgal)                       NAVD 88
 AC9659
 AC9659  VERT ORDER      -  SECOND    CLASS I
 AC9659
 AC9659  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9659  Standards:
 AC9659         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9659            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9659  -------------------------------------------------------------------
 AC9659  NETWORK    0.66   1.55           0.26   0.28   0.79     -0.06324738
 AC9659  -------------------------------------------------------------------
 AC9659  Click here for local accuracies and other accuracy information.
 AC9659
 AC9659.This mark is at Keystone Heights Airport (42J)
 AC9659
 AC9659.The horizontal coordinates were established by GPS observations
 AC9659.and adjusted by the National Geodetic Survey in June 2012.
 AC9659
 AC9659.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9659.been affixed to the stable North American tectonic plate. See 
 AC9659.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9659
 AC9659.The horizontal coordinates are valid at the epoch date displayed above
 AC9659.which is a decimal equivalence of Year/Month/Day.
 AC9659
 AC9659.The orthometric height was determined by differential leveling and
 AC9659.adjusted by the NATIONAL GEODETIC SURVEY
 AC9659.in September 1997.
 AC9659
 AC9659.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9659.GEOID18 height accuracy estimate available here.
 AC9659
 AC9659.Click photographs - Photos may exist for this station.
 AC9659
 AC9659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9659
 AC9659.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9659
 AC9659.The ellipsoidal height was determined by GPS observations
 AC9659.and is referenced to NAD 83.
 AC9659
 AC9659.The dynamic height is computed by dividing the NAVD 88
 AC9659.geopotential number by the normal gravity value computed on the
 AC9659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9659.degrees latitude (g = 980.6199 gals.).
 AC9659
 AC9659.The modeled gravity was interpolated from observed gravity values.
 AC9659
 AC9659. The following values were computed from the NAD 83(2011) position.
 AC9659
 AC9659;                    North         East     Units Scale Factor Converg.
 AC9659;SPC FL E     -   611,158.918    99,405.009   MT  1.00006599   -0 31 05.2
 AC9659;SPC FL E     - 2,005,110.55    326,131.27   sFT  1.00006599   -0 31 05.2
 AC9659;UTM  17      - 3,302,082.374   399,439.332   MT  0.99972477   -0 31 05.2
 AC9659
 AC9659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9659!SPC FL E     -   0.99999514  x   1.00006599  =   1.00006113
 AC9659!UTM  17      -   0.99999514  x   0.99972477  =   0.99971991
 AC9659
 AC9659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP9943902082(NAD 83)
 AC9659
 AC9659                          SUPERSEDED SURVEY CONTROL
 AC9659
 AC9659  NAD 83(2007)-  29 50 42.56570(N)    082 02 27.61230(W) AD(2002.00) 0
 AC9659  ELLIP H (02/10/07)   30.966  (m)                       GP(2002.00)    
 AC9659  NAD 83(1999)-  29 50 42.56621(N)    082 02 27.61261(W) AD(       ) 1
 AC9659  ELLIP H (01/22/02)   30.956  (m)                       GP(       ) 4 1
 AC9659  NAD 83(1990)-  29 50 42.56523(N)    082 02 27.61225(W) AD(       ) 1
 AC9659  ELLIP H (03/27/98)   30.981  (m)                       GP(       ) 4 1
 AC9659  NAVD 88              58.85   (m)          193.1    (f) LEVELING    3  
 AC9659
 AC9659.Superseded values are not recommended for survey control.
 AC9659
 AC9659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9659.See file dsdata.pdf to determine how the superseded data were derived.
 AC9659
 AC9659_MARKER: DD = SURVEY DISK
 AC9659_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC9659_STAMPING: 42J A 1995
 AC9659_MARK LOGO: NGS
 AC9659_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9659+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2009
 AC9659
 AC9659  HISTORY     - Date     Condition        Report By
 AC9659  HISTORY     - 1995     MONUMENTED       NGS
 AC9659  HISTORY     - 19960416 GOOD             FLDEP
 AC9659  HISTORY     - 20080112 GOOD             WOOLPT
 AC9659  HISTORY     - 20091202 GOOD             FLDT
 AC9659
 AC9659                          STATION DESCRIPTION
 AC9659
 AC9659'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AC9659'THE STATION IS LOCATED ABOUT 4.0 MI (6.4 KM) NORTH-NORTHWEST OF
 AC9659'KEYSTONE HEIGHTS, AT THE KEYSTONE AIRPARK, NEAR THE NORTHEAST END OF
 AC9659'RUNWAY 04-22.  OWNERSHIP--CITY OF KEYSTONE HEIGHTS, P.O.  BOX 336,
 AC9659'KEYSTONE HEIGHTS, FL 32656.  AIRPORT MANAGER IS JIM SMITH, PHONE
 AC9659'904-473-4807.  TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AC9659'HIGHWAYS 21 AND 100 IN KEYSTONE HEIGHTS, GO NORTHWEST, THEN NORTHERLY
 AC9659'ON HIGHWAY 100 FOR 4.25 MI (6.84 KM) TO AN AIRPORT SIGN AND PAVED ROAD
 AC9659'RIGHT.  TURN RIGHT AND GO EASTERLY ON PAVED ROAD FOR 1.25 MI (2.01 KM)
 AC9659'TO A CURVE RIGHT.  BEAR RIGHT AND GO SOUTHERLY ON PAVED ROAD FOR 0.05
 AC9659'MI (0.08 KM) TO A PAVED ROAD LEFT.  TURN LEFT AND GO EASTERLY ON PAVED
 AC9659'ROAD FOR 0.05 MI (0.08 KM) TO A PAVED ROAD LEFT. TURN LEFT AND GO
 AC9659'NORTHERLY ON PAVED ROAD FOR 0.1 MI (0.2 KM) TO A LOCKED GATE.  PASS
 AC9659'THROUGH GATE AND GO ACROSS GRASS FOR 150 FT (45.7 M) TO A PARALLEL
 AC9659'TAXIWAY.  TURN RIGHT AND GO NORTHEAST, THEN NORTH, ON PARALLEL TAXIWAY
 AC9659'FOR 0.40 MI (0.64 KM) TO THE STATION ON THE LEFT.  THE STATION IS A 1
 AC9659'M (3.3 FT) FENO MARK WITH LOGO CAP.  IT IS 269.0 FT (82.0 M) SOUTHEAST
 AC9659'OF THE APPROXIMATE CENTER OF RUNWAY 04-22, 137.4 FT (41.9 M) SOUTH OF
 AC9659'THE SOUTHWEST CORNER OF THE CONCRETE BASE OF RUNWAY INDICATOR BOX WITH
 AC9659'NUMBERS 22 AND 28, 58.4 FT (17.8 M) WEST OF THE APPROXIMATE CENTER OF
 AC9659'TAXIWAY, 52.5 FT (16.0 M) SOUTHWEST OF A TAXIWAY LIGHT, AND 3.5 FT
 AC9659'(1.1 M) EAST OF A WITNESS POST.  THE STATION IS A SECONDARY AIRPORT
 AC9659'CONTROL STATION.
 AC9659
 AC9659                          STATION RECOVERY (1996)
 AC9659
 AC9659'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (JLM)
 AC9659'THE STATION IS LOCATED ABOUT 3.75 MI (6.03 KM) NORTH-NORTHWEST OF
 AC9659'KEYSTONE HEIGHTS, AT THE KEYSTONE HEIGHTS AIR PORT ON THE NORTHEAST
 AC9659'SIDE OF AIRPORT IN SECTION 31, TOWNSHIP 7 SOUTH, RANGE 23 EAST, NEAR
 AC9659'THE NORTHEAST JUNCTION OF RUNWAY 22-28, OWENERSHIP-- CITY OF KEYSTONE
 AC9659'HEIGHTS, P.O. BOX 336, KEYSTONE HEIGHTS FL 32656, JIM YOUNG - AIRPORT
 AC9659'MANAGER, PHONE 904-473-2178 NOTE PERMISSION MUST BE OBTAINED BEFORE
 AC9659'ENTERING AIRPORT. TO REACH THE STATION FROM THE INTERSECTION OF STATE
 AC9659'ROAD 21 (SOUTH LAWRENCE BOULEVARD) AND STATE ROAD 100 (WEST WALKER
 AC9659'DRIVE) IN KEYSTONE HEIGHTS, GO NORTHWEST, THEN NORTHERLY ON STATE ROAD
 AC9659'100 (WEST WALKER DRIVE) FOR 4.25 MI (6.84 KM) TO A PAVED ROAD ON THE
 AC9659'RIGHT AND A AIRPORT SIGN ON THE RIGHT, TURN RIGHT AND GO EASTERLY FOR
 AC9659'1.25 MI (2.01 KM) ON THE PAVED ROAD TO A SHARP CURVE RIGHT, BEAR RIGHT
 AC9659'AND GO SOUTHERLY FOR 0.05 MI (0.08 KM) ON THE PAVED ROAD TO A PAVED
 AC9659'ROAD LEFT, TURN LEFT AND GO EASTERLY, THEN NORTHERLY FOR 0.2 MI (0.3
 AC9659'KM) ON THE PAVED ROAD TO A GATE, JIM YOUNG AVIATION ON THE LEFT, PASS
 AC9659'THROUGH THE GATE AND GO APPROXIMATELY 131.0 FT (39.9 M) TO THE
 AC9659'TAXIWAY, TURN RIGHT AND GO NORTHEAST FOR 0.4 MI (0.6 KM) ON THE
 AC9659'TAXIWAY TO A CURVE LEFT, BEAR LEFT AND CONTINUE NORTH ON THE TAXIWAY
 AC9659'FOR 0.05 MI (0.08 KM) TO THE STATION ON LEFT, A FENO MARK DRIVEN INTO
 AC9659'THE GROUND WITH A LOGO CAP FLUSH WITH GROUND, THE DISK (TWO-INCH BRASS
 AC9659'DISK) IS RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE LOGO CAP,
 AC9659'271.0 FT (82.6 M) SOUTHEAST OF THE SOUTHEAST EDGE OF RUNWAY 04-22,
 AC9659'220.0 FT (67.1 M) NORTHWEST OF A DIM TRACK ROAD LEADING NORTHEAST,
 AC9659'139.5 FT (42.5 M) SOUTH OF A RUNWAY 22-28 SIGN, 58.6 FT (17.9 M) WEST
 AC9659'OF THE TAXIWAY, 47.2 FT (14.4 M) NORTH-NORTHWEST OF A SMALL AIRPORT
 AC9659'ELEVATION SIGN AND 3.2 FT (1.0 M) EAST OF A CARSONITE WITNESS POST.
 AC9659'NOTE ACCESS TO DISK IS HAD THROUGH A 5-INCH LOGO CAP.
 AC9659
 AC9659                          STATION RECOVERY (2008)
 AC9659
 AC9659'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2008 (JAY)
 AC9659'RECOVERED IN GOOD CONDITION.
 AC9659
 AC9659                          STATION RECOVERY (2009)
 AC9659
 AC9659'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2009 (JDO)
 AC9659'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8687 ***********************************************************************
 AD8687  DESIGNATION -  43 23 14 01
 AD8687  PID         -  AD8687
 AD8687  STATE/COUNTY-  FL/LEE
 AD8687  COUNTRY     -  US
 AD8687  USGS QUAD   -  FORT MYERS NW (2018)
 AD8687
 AD8687                         *CURRENT SURVEY CONTROL
 AD8687  ______________________________________________________________________
 AD8687* NAD 83(2011) POSITION- 26 43 38.65278(N) 081 59 21.99698(W)   ADJUSTED
 AD8687* NAD 83(2011) ELLIP HT-   -19.715 (meters)        (06/27/12)   ADJUSTED
 AD8687* NAD 83(2011) EPOCH   -  2010.00
 AD8687* NAVD 88 ORTHO HEIGHT -     4.3   (meters)       14.    (feet) GPS OBS
 AD8687  ______________________________________________________________________
 AD8687  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8687  GEOID HEIGHT    -        -24.820 (meters)                     GEOID93
 AD8687  GEOID HEIGHT    -        -23.970 (meters)                     GEOID18
 AD8687  NAD 83(2011) X  -    794,398.676 (meters)                     COMP
 AD8687  NAD 83(2011) Y  - -5,644,893.677 (meters)                     COMP
 AD8687  NAD 83(2011) Z  -  2,851,262.175 (meters)                     COMP
 AD8687  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 AD8687
 AD8687  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8687  Standards:
 AD8687         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8687            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8687  -------------------------------------------------------------------
 AD8687  NETWORK    1.41   2.37           0.57   0.58   1.21      0.13854369
 AD8687  -------------------------------------------------------------------
 AD8687  Click here for local accuracies and other accuracy information.
 AD8687
 AD8687.The horizontal coordinates were established by GPS observations
 AD8687.and adjusted by the National Geodetic Survey in June 2012.
 AD8687
 AD8687.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8687.been affixed to the stable North American tectonic plate. See 
 AD8687.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8687
 AD8687.The horizontal coordinates are valid at the epoch date displayed above
 AD8687.which is a decimal equivalence of Year/Month/Day.
 AD8687
 AD8687.The orthometric height was determined by GPS observations and a
 AD8687.high-resolution geoid model.
 AD8687
 AD8687.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8687.GEOID18 height accuracy estimate available here.
 AD8687
 AD8687.Click photographs - Photos may exist for this station.
 AD8687
 AD8687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8687
 AD8687.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8687
 AD8687.The ellipsoidal height was determined by GPS observations
 AD8687.and is referenced to NAD 83.
 AD8687
 AD8687. The following values were computed from the NAD 83(2011) position.
 AD8687
 AD8687;                    North         East     Units Scale Factor Converg.
 AD8687;SPC FL W     -   265,201.809   201,050.227   MT  0.99994119   +0 00 17.1
 AD8687;SPC FL W     -   870,082.94    659,612.29   sFT  0.99994119   +0 00 17.1
 AD8687;UTM  17      - 2,956,625.432   401,593.634   MT  0.99971955   -0 26 42.1
 AD8687
 AD8687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8687!SPC FL W     -   1.00000310  x   0.99994119  =   0.99994429
 AD8687!UTM  17      -   1.00000310  x   0.99971955  =   0.99972265
 AD8687
 AD8687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0159356625(NAD 83)
 AD8687
 AD8687                          SUPERSEDED SURVEY CONTROL
 AD8687
 AD8687  NAD 83(2007)-  26 43 38.65294(N)    081 59 21.99761(W) AD(2002.00) 0
 AD8687  ELLIP H (02/10/07)  -19.700  (m)                       GP(2002.00)    
 AD8687  NAD 83(1999)-  26 43 38.65313(N)    081 59 21.99800(W) AD(       ) 1
 AD8687  ELLIP H (07/06/01)  -19.695  (m)                       GP(       ) 4 2
 AD8687  NAD 83(1990)-  26 43 38.65148(N)    081 59 21.99720(W) AD(       ) 1
 AD8687  ELLIP H (11/12/93)  -19.638  (m)                       GP(       ) 4 1
 AD8687
 AD8687.Superseded values are not recommended for survey control.
 AD8687
 AD8687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8687.See file dsdata.pdf to determine how the superseded data were derived.
 AD8687
 AD8687_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8687_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AD8687_STAMPING: GPS 01 432314
 AD8687_MARK LOGO: FL-071
 AD8687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8687+SATELLITE: SATELLITE OBSERVATIONS - October 01, 1992
 AD8687
 AD8687  HISTORY     - Date     Condition        Report By
 AD8687  HISTORY     - 1990     MONUMENTED       JOHNSN
 AD8687  HISTORY     - 19910111 GOOD
 AD8687  HISTORY     - 19921001 GOOD             DENI
 AD8687  HISTORY     - 20210110 MARK NOT FOUND   FLDEP
 AD8687
 AD8687                          STATION DESCRIPTION
 AD8687
 AD8687'DESCRIBED 1991
 AD8687'RECOVERED IN GOOD CONDITION.
 AD8687
 AD8687                          STATION RECOVERY (1992)
 AD8687
 AD8687'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AD8687'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8687'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 14, TWP 43S,
 AD8687'RGE 23E, 9.2 MI (14.8 KM) NORTHWEST OF FORT MYERS, 2.9 MI (4.7 KM)
 AD8687'SOUTH OF THE LEE/CHARLOTTE COUNTY LINE, 3.1 MI (5.0 KM) EAST OF BURNT
 AD8687'STORE ROAD/COUNTY ROAD 765.    --NOTE--4WD VEHICLE ADVISED.
 AD8687'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 78/PINE ISLAND ROAD
 AD8687'AND BURNT STORE ROAD/COUNTY ROAD 765, GO NORTH 3.5 MI (5.6 KM) ON
 AD8687'BURNT STORE ROAD TO VAN BUREN PARKWAY, THEN EAST 1.0 MI (1.6 KM) TO
 AD8687'NORTH EL DORADO BOULEVARD, THEN NORTH 1.5 MI (2.4 KM) TO JACARANDA
 AD8687'PARKWAY, THEN EAST 1.0 MI (1.6 KM) TO THE JUNCTION WITH NORTH
 AD8687'CHIQUITA BOULEVARD AND A SAND TRAIL LEADING NORTH, THEN ALONG SAND
 AD8687'TRAIL 0.4 MI (0.6 KM) NORTH, 0.3 MI (0.5 KM) EASTERLY, 0.3 MI
 AD8687'(0.5 KM) NORTHERLY, AND 0.9 MI (1.4 KM) EASTERLY TO THE WEST END OF A
 AD8687'LARGE DIRT STOCK PILE, THEN 0.1 MI (0.2 KM) NORTHWEST ALONG A SAND
 AD8687'TRAIL LEADING AWAY FROM THE STOCK PILE TO THE MARK ON THE RIGHT.
 AD8687'STATION IS 50 FT (15.2 M) NORTHEAST OF THE CENTERLINE OF THE SAND
 AD8687'TRAIL, 83 FT (25.3 M) SOUTHWEST OF THE CENTERLINE OF A SAND TRAIL,
 AD8687'46.0 FT (14.0 M) AT A MAGNETIC BEARING OF 24 DEGREES SOUTHWEST OF A 5
 AD8687'INCH PINE, 20.8 FT (6.3 M) AT A MAGNETIC BEARING OF 63 DEGREES
 AD8687'SOUTHWEST OF A 4 INCH PINE, 28.0 FT (8.5 M) AT A MAGNETIC BEARING OF
 AD8687'28 DEGREES NORTHWEST OF A 5 INCH PINE, AND 10.1 FT (3.1 M) NORTHWEST
 AD8687'OF A WITNESS POST.
 AD8687'STATION MARK IS A LEE CO/LB 642 (JOHNSON ENGINEERING, INC.) 3 INCH
 AD8687'BRASS SURVEY CONTROL POINT DISK SET IN TOP OF A 4 INCH SQUARE
 AD8687'CONCRETE POST, 4 INCHES BELOW GROUND LEVEL.
 AD8687
 AD8687                          STATION RECOVERY (2021)
 AD8687
 AD8687'RECOVERY NOTE BY FL DEPT OF ENV PRO 2021 (DLP)
 AD8687'NOT RECOVERED.  NO ACCESS, LOCKED GATE WITH A BULLDOZER BLOCKING ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI9231 ***********************************************************************
 AI9231  DESIGNATION -  43 25.545
 AI9231  PID         -  AI9231
 AI9231  STATE/COUNTY-  FL/SEMINOLE
 AI9231  COUNTRY     -  US
 AI9231  USGS QUAD   -  GENEVA (2018)
 AI9231
 AI9231                         *CURRENT SURVEY CONTROL
 AI9231  ______________________________________________________________________
 AI9231* NAD 83(1986) POSITION- 28 42 51.2    (N) 081 02 09.6    (W)   HD_HELD2
 AI9231* NAVD 88 ORTHO HEIGHT -     7.487 (meters)       24.56  (feet) ADJUSTED
 AI9231  ______________________________________________________________________
 AI9231  GEOID HEIGHT    -        -27.924 (meters)                     GEOID18
 AI9231  DYNAMIC HEIGHT  -          7.477 (meters)       24.53  (feet) COMP
 AI9231  MODELED GRAVITY -    979,235.8   (mgal)                       NAVD 88
 AI9231
 AI9231  VERT ORDER      -  SECOND    CLASS I
 AI9231
 AI9231.The horizontal coordinates were established by autonomous hand held GPS
 AI9231.observations and have an estimated accuracy of +/- 10 meters.
 AI9231
 AI9231.The orthometric height was determined by differential leveling and
 AI9231.adjusted by the NATIONAL GEODETIC SURVEY
 AI9231.in April 2001.
 AI9231
 AI9231.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI9231.GEOID18 height accuracy estimate available here.
 AI9231
 AI9231.Click photographs - Photos may exist for this station.
 AI9231
 AI9231.The dynamic height is computed by dividing the NAVD 88
 AI9231.geopotential number by the normal gravity value computed on the
 AI9231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI9231.degrees latitude (g = 980.6199 gals.).
 AI9231
 AI9231.The modeled gravity was interpolated from observed gravity values.
 AI9231
 AI9231;                    North         East    Units  Estimated Accuracy
 AI9231;SPC FL E     -   485,359.      196,483.      MT  (+/- 10 meters HH2 GPS)
 AI9231
 AI9231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM9648476325(NAD 83)
 AI9231
 AI9231                          SUPERSEDED SURVEY CONTROL
 AI9231
 AI9231.No superseded survey control is available for this station.
 AI9231
 AI9231_MARKER: DD = SURVEY DISK
 AI9231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AI9231_SP_SET: ABUTMENT
 AI9231_STAMPING: 43 25.545
 AI9231_MARK LOGO: FLSRD
 AI9231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI9231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI9231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI9231+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2021
 AI9231
 AI9231  HISTORY     - Date     Condition        Report By
 AI9231  HISTORY     - UNK      MONUMENTED       FLSRD
 AI9231  HISTORY     - 19980129 GOOD             FLDEP
 AI9231  HISTORY     - 20210516 GOOD             GEOCAC
 AI9231
 AI9231                          STATION DESCRIPTION
 AI9231
 AI9231'DESCRIBED BY FL DEPT OF ENV PRO 1998
 AI9231'THE MARK IS ABOUT 16.0 MI (25.7 KM) EAST OF THE INTERSECTION OF U.S.
 AI9231'HIGHWAYS 17, 92 AND STATE ROAD 46 IN SANFORD, AT THE STATE ROAD 46
 AI9231'BRIDGE OVER THE ST JOHNS RIVER, IN SECTION 32, TOWNSHIP 20 SOUTH,
 AI9231'RANGE 33 EAST. TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 95
 AI9231'AND STATE ROAD 46 WEST OF MIMS, GO WEST ON STATE ROAD 46 FOR 11.5 MI
 AI9231'(18.5 KM) TO THE WEST END OF THE BRIDGE OVER THE ST JOHNS RIVER AND
 AI9231'THE MARK ON THE LEFT.  THE MARK CAN ALSO BE REACHED FROM THE
 AI9231'INTERSECTION OF U.S. HIGHWAYS 17, 92 AND STATE ROAD 46 IN SANFORD, GO
 AI9231'EAST ON STATE ROAD 46 FOR 16.0 MI (25.7 KM) TO THE BRIDGE OVER THE ST
 AI9231'JOHNS RIVER AND THE MARK, SET IN THE ABUTMENT AT THE SOUTHWEST END OF
 AI9231'THE BRIDGE. LOCATED 17.2 FT (5.2 M) SOUTH OF THE CENTERLINE OF STATE
 AI9231'ROAD 46 AND 0.5 FT (15.2 CM) WEST OF THE EAST END OF THE SOUTHWEST
 AI9231'CONCRETE GUARDRAIL.
 AI9231
 AI9231                          STATION RECOVERY (2021)
 AI9231
 AI9231'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AI9231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7032 ***********************************************************************
 AG7032  DESIGNATION -  43 C OF SP
 AG7032  PID         -  AG7032
 AG7032  STATE/COUNTY-  FL/PINELLAS
 AG7032  COUNTRY     -  US
 AG7032  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7032
 AG7032                         *CURRENT SURVEY CONTROL
 AG7032  ______________________________________________________________________
 AG7032* NAD 83(1986) POSITION- 27 46 39.     (N) 082 38 19.     (W)   SCALED
 AG7032* NAVD 88 ORTHO HEIGHT -    11.758 (meters)       38.58  (feet) ADJUSTED
 AG7032  ______________________________________________________________________
 AG7032  GEOID HEIGHT    -        -24.541 (meters)                     GEOID18
 AG7032  DYNAMIC HEIGHT  -         11.741 (meters)       38.52  (feet) COMP
 AG7032  MODELED GRAVITY -    979,174.6   (mgal)                       NAVD 88
 AG7032
 AG7032  VERT ORDER      -  SECOND    CLASS II
 AG7032
 AG7032.The horizontal coordinates were scaled from a map and have
 AG7032.an estimated accuracy of +/- 6 seconds.
 AG7032
 AG7032.The orthometric height was determined by differential leveling and
 AG7032.adjusted by the NATIONAL GEODETIC SURVEY
 AG7032.in June 1991.
 AG7032
 AG7032.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7032.GEOID18 height accuracy estimate available here.
 AG7032
 AG7032.Click photographs - Photos may exist for this station.
 AG7032
 AG7032.The dynamic height is computed by dividing the NAVD 88
 AG7032.geopotential number by the normal gravity value computed on the
 AG7032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7032.degrees latitude (g = 980.6199 gals.).
 AG7032
 AG7032.The modeled gravity was interpolated from observed gravity values.
 AG7032
 AG7032;                    North         East    Units  Estimated Accuracy
 AG7032;SPC FL W     -   381,720.      137,060.      MT  (+/- 180 meters Scaled)
 AG7032
 AG7032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL385736(NAD 83)
 AG7032
 AG7032                          SUPERSEDED SURVEY CONTROL
 AG7032
 AG7032  NGVD 29 (??/??/92)   12.024  (m)           39.45   (f) ADJ UNCH    2 2
 AG7032
 AG7032.Superseded values are not recommended for survey control.
 AG7032
 AG7032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7032.See file dsdata.pdf to determine how the superseded data were derived.
 AG7032
 AG7032_MARKER: DB = BENCH MARK DISK
 AG7032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7032_PROJECTION: FLUSH
 AG7032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7032+STABILITY: SURFACE MOTION
 AG7032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7032+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 AG7032
 AG7032  HISTORY     - Date     Condition        Report By
 AG7032  HISTORY     - UNK      MONUMENTED       FL2730
 AG7032  HISTORY     - 1977     GOOD             FL-103
 AG7032  HISTORY     - 19980117 GOOD             USPSQD
 AG7032  HISTORY     - 20041018 GOOD             USPSQD
 AG7032
 AG7032                          STATION DESCRIPTION
 AG7032
 AG7032'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7032'IN ST PETERSBURG.
 AG7032'THE STATION IS LOCATED AT THE INTERSECTION OF SR 687 4TH ST. N. AND
 AG7032'SR 595 5TH AVE. N. STATION IS S.W. CORNER, 46.7 FT. WEST OF THE
 AG7032'CENTERLINE OF 4TH ST. N., 36.8 FT. SOUTH OF THE CENTERLINE OF 5TH AVE.
 AG7032'N., 20.4 FT. N.E. OF THE N.E. CORNER OF A TWO STORY FRAME APT.
 AG7032'BUILDING 456 4TH ST., 12.3 FT. WEST OF A POWER AND LIGHT POLE NUMBER
 AG7032'1-82099, 1.2 FT. WEST OF THE BACK OF SIDEWALK, 0.8 FT. SOUTH OF THE
 AG7032'BACK OF SIDEWALK. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH
 AG7032'THE GROUND.
 AG7032
 AG7032                          STATION RECOVERY (1998)
 AG7032
 AG7032'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7032'RECOVERED IN GOOD CONDITION.
 AG7032
 AG7032                          STATION RECOVERY (2004)
 AG7032
 AG7032'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG7032'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5764 ***********************************************************************
 AD5764  DESIGNATION -  43 FLHD
 AD5764  PID         -  AD5764
 AD5764  STATE/COUNTY-  FL/BROWARD
 AD5764  COUNTRY     -  US
 AD5764  USGS QUAD   -  COOPER CITY (2018)
 AD5764
 AD5764                         *CURRENT SURVEY CONTROL
 AD5764  ______________________________________________________________________
 AD5764* NAD 83(1986) POSITION- 26 03 48.     (N) 080 18 48.     (W)   SCALED
 AD5764* NAVD 88 ORTHO HEIGHT -     4.283 (meters)       14.05  (feet) ADJUSTED
 AD5764  ______________________________________________________________________
 AD5764  GEOID HEIGHT    -        -25.163 (meters)                     GEOID18
 AD5764  DYNAMIC HEIGHT  -          4.276 (meters)       14.03  (feet) COMP
 AD5764  MODELED GRAVITY -    979,055.3   (mgal)                       NAVD 88
 AD5764
 AD5764  VERT ORDER      -  FIRST     CLASS II
 AD5764
 AD5764.The horizontal coordinates were scaled from a map and have
 AD5764.an estimated accuracy of +/- 6 seconds.
 AD5764
 AD5764.The orthometric height was determined by differential leveling and
 AD5764.adjusted by the NATIONAL GEODETIC SURVEY
 AD5764.in June 1991.
 AD5764
 AD5764.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5764.GEOID18 height accuracy estimate available here.
 AD5764
 AD5764.Click photographs - Photos may exist for this station.
 AD5764
 AD5764.The dynamic height is computed by dividing the NAVD 88
 AD5764.geopotential number by the normal gravity value computed on the
 AD5764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5764.degrees latitude (g = 980.6199 gals.).
 AD5764
 AD5764.The modeled gravity was interpolated from observed gravity values.
 AD5764
 AD5764;                    North         East    Units  Estimated Accuracy
 AD5764;SPC FL E     -   191,810.      268,710.      MT  (+/- 180 meters Scaled)
 AD5764
 AD5764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ686828(NAD 83)
 AD5764
 AD5764                          SUPERSEDED SURVEY CONTROL
 AD5764
 AD5764  NGVD 29 (09/01/92)    4.772  (m)           15.66   (f) ADJUSTED    1 2
 AD5764
 AD5764.Superseded values are not recommended for survey control.
 AD5764
 AD5764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5764.See file dsdata.pdf to determine how the superseded data were derived.
 AD5764
 AD5764_MARKER: DB = BENCH MARK DISK
 AD5764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD5764_SP_SET: BRIDGE ABUTMENT
 AD5764_STAMPING: 43 15.71
 AD5764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5764
 AD5764  HISTORY     - Date     Condition        Report By
 AD5764  HISTORY     - UNK      MONUMENTED       FLHD
 AD5764  HISTORY     - 1978     GOOD             FL-011
 AD5764
 AD5764                          STATION DESCRIPTION
 AD5764
 AD5764'DESCRIBED BY BROWARD COUNTY FLORIDA 1978
 AD5764'2.6 MI WEST FROM COOPER CITY.
 AD5764'ABOUT 2.6 MILES WEST OF COOPER CITY CITY HALL. THE MARK IS LOCATED ON
 AD5764'A BRIDGE ABUTMENT ON STATE ROAD 823 (FLAMINGO ROAD) AT THE
 AD5764'INTERSECTION OF STATE ROAD 818 (GRIFFIN ROAD). THE MARK IS SET IN THE
 AD5764'SOUTHEAST BRIDGE ABUTMENT, 16 FEET EAST OF THE CENTERLINE OF PAVEMENT
 AD5764'OF FLAMINGO ROAD, 35 FEET NORTH OF THE CENTERLINE OF PAVEMENT OF
 AD5764'GRIFFIN ROAD. THE BRIDGE SPANS THE C-11 (SOUTH NEW RIVER) CANAL. THE
 AD5764'MARK IS A STATE ROAD DEPARTMENT DISK.
 AD5764'THE MARK IS 2 FT  NW FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2730 ***********************************************************************
 AQ2730  DESIGNATION -  43 WSM
 AQ2730  PID         -  AQ2730
 AQ2730  STATE/COUNTY-  FL/FLAGLER
 AQ2730  COUNTRY     -  US
 AQ2730  USGS QUAD   -  CODYS CORNER (2018)
 AQ2730
 AQ2730                         *CURRENT SURVEY CONTROL
 AQ2730  ______________________________________________________________________
 AQ2730* NAD 83(2011) POSITION- 29 19 17.01439(N) 081 18 36.17312(W)   ADJUSTED
 AQ2730* NAD 83(2011) ELLIP HT-   -23.092 (meters)        (06/27/12)   ADJUSTED
 AQ2730* NAD 83(2011) EPOCH   -  2010.00
 AQ2730* NAVD 88 ORTHO HEIGHT -     5.346 (meters)       17.54  (feet) ADJUSTED
 AQ2730  ______________________________________________________________________
 AQ2730  GEOID HEIGHT    -        -28.465 (meters)                     GEOID18
 AQ2730  NAD 83(2011) X  -    840,871.319 (meters)                     COMP
 AQ2730  NAD 83(2011) Y  - -5,501,571.287 (meters)                     COMP
 AQ2730  NAD 83(2011) Z  -  3,104,997.589 (meters)                     COMP
 AQ2730  LAPLACE CORR    -         -0.23  (seconds)                    DEFLEC18
 AQ2730  DYNAMIC HEIGHT  -          5.339 (meters)       17.52  (feet) COMP
 AQ2730  MODELED GRAVITY -    979,265.3   (mgal)                       NAVD 88
 AQ2730
 AQ2730  VERT ORDER      -  SECOND    CLASS I
 AQ2730
 AQ2730  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ2730  Standards:
 AQ2730         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ2730            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ2730  -------------------------------------------------------------------
 AQ2730  NETWORK    2.29   2.78           1.05   0.78   1.42      0.10180204
 AQ2730  -------------------------------------------------------------------
 AQ2730  Click here for local accuracies and other accuracy information.
 AQ2730
 AQ2730.The horizontal coordinates were established by GPS observations
 AQ2730.and adjusted by the National Geodetic Survey in June 2012.
 AQ2730
 AQ2730.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ2730.been affixed to the stable North American tectonic plate. See 
 AQ2730.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ2730
 AQ2730.The horizontal coordinates are valid at the epoch date displayed above
 AQ2730.which is a decimal equivalence of Year/Month/Day.
 AQ2730
 AQ2730.The orthometric height was determined by differential leveling and
 AQ2730.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2730.in May 2004.
 AQ2730
 AQ2730.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2730.GEOID18 height accuracy estimate available here.
 AQ2730
 AQ2730.Click photographs - Photos may exist for this station.
 AQ2730
 AQ2730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2730
 AQ2730.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2730
 AQ2730.The ellipsoidal height was determined by GPS observations
 AQ2730.and is referenced to NAD 83.
 AQ2730
 AQ2730.The dynamic height is computed by dividing the NAVD 88
 AQ2730.geopotential number by the normal gravity value computed on the
 AQ2730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2730.degrees latitude (g = 980.6199 gals.).
 AQ2730
 AQ2730.The modeled gravity was interpolated from observed gravity values.
 AQ2730
 AQ2730. The following values were computed from the NAD 83(2011) position.
 AQ2730
 AQ2730;                    North         East     Units Scale Factor Converg.
 AQ2730;SPC FL E     -   552,690.531   169,884.875   MT  0.99995236   -0 09 06.6
 AQ2730;SPC FL E     - 1,813,285.52    557,363.96   sFT  0.99995236   -0 09 06.6
 AQ2730;UTM  17      - 3,243,633.936   469,895.150   MT  0.99961118   -0 09 06.6
 AQ2730
 AQ2730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2730!SPC FL E     -   1.00000363  x   0.99995236  =   0.99995599
 AQ2730!UTM  17      -   1.00000363  x   0.99961118  =   0.99961481
 AQ2730
 AQ2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN6989543633(NAD 83)
 AQ2730
 AQ2730                          SUPERSEDED SURVEY CONTROL
 AQ2730
 AQ2730  NAD 83(2007)-  29 19 17.01436(N)    081 18 36.17381(W) AD(2002.00) 0
 AQ2730  ELLIP H (02/10/07)  -23.061  (m)                       GP(2002.00)    
 AQ2730  NAD 83(1999)-  29 19 17.01465(N)    081 18 36.17310(W) AD(       ) B
 AQ2730  ELLIP H (05/31/01)  -23.044  (m)                       GP(       ) 5 1
 AQ2730  NAD 83(1990)-  29 19 17.01345(N)    081 18 36.17279(W) AD(       ) B
 AQ2730  ELLIP H (06/02/94)  -23.061  (m)                       GP(       ) 3 1
 AQ2730  NAD 83(1990)-  29 19 17.01343(N)    081 18 36.17372(W) AD(       ) 2
 AQ2730  ELLIP H (03/04/92)  -23.064  (m)                       GP(       ) 4 2
 AQ2730  NAVD 88 (03/04/92)    5.4    (m)  GEOID90  model used  GPS OBS        
 AQ2730
 AQ2730.Superseded values are not recommended for survey control.
 AQ2730
 AQ2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2730.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2730
 AQ2730_MARKER: DD = SURVEY DISK
 AQ2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2730_STAMPING: 43 WSM 1961 19 FT
 AQ2730_MARK LOGO: USGS
 AQ2730_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2730+STABILITY: SURFACE MOTION
 AQ2730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2730+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2011
 AQ2730
 AQ2730  HISTORY     - Date     Condition        Report By
 AQ2730  HISTORY     - 1961     MONUMENTED       USGS
 AQ2730  HISTORY     - 19900302 GOOD             STEINA
 AQ2730  HISTORY     - 19930331 GOOD             NGS
 AQ2730  HISTORY     - 19990317 GOOD             FLDEP
 AQ2730  HISTORY     - 20111213 GOOD             GEOCAC
 AQ2730
 AQ2730                          STATION DESCRIPTION
 AQ2730
 AQ2730'DESCRIBED BY STEINMAN AND ASSOCIATES 1990
 AQ2730'THE STATION IS LOCATED ALONG STATE ROAD 11 SOUTH OF CODY-S CORNER. IN
 AQ2730'FLAGLER COUNTY. IN THE VICINITY OF THE SOUTH 1/4 CORNER OF SECTION
 AQ2730'31-T13S-R30E.
 AQ2730'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTERSECTION OF STATE
 AQ2730'ROAD 11 AND COUNTY ROAD 304 AT CODY-S CORNER.  PROCEED SOUTHERLY
 AQ2730'ALONG STATE ROAD 11 FOR A DISTANCE OF 1.5 MI (2.4 KM) TO THE STATION
 AQ2730'ON THE LEFT.  THE STATION IS A SIX INCH SQUARE CONCRETE MONUMENT WITH
 AQ2730'A USGS BRASS DISK STAMPED--43WSM 19 FEET-- SET 0.5 FEET WEST OF A
 AQ2730'BARBED WIRE FENCE EAST OF STATE ROAD 11.  THE STATION LIES 77.0 FT
 AQ2730'(23.5 M) EAST OF THE CENTERLINE OF STATE ROAD 11, 70.3 FT (21.4 M)
 AQ2730'NORTH OF THE CENTERLINE OF A DIRT ROAD TO THE -RELAY WILDLIFE
 AQ2730'MANAGEMENT AREA-, AND 58.7 FT (17.9 M) NORTH OF A FENCE CORNER IN THE
 AQ2730'NORTHEAST QUADRANT OF THE INTERSECTION.
 AQ2730'REFERENCES--
 AQ2730'KEITH AND SCHNARS REBAR AND CAP, SET EAST OF STATE ROAD 11 AND NORTH
 AQ2730'OF THE DIRT ROAD, NORTH 20 DEGREES WEST AT 49.53 FT (15.10 M) .
 AQ2730'KEITH AND SCHNARS NAIL AND CAP, SET IN THE EAST EDGE OF PAVEMENT NORTH
 AQ2730'OF THE DIRT ROAD, NORTH 51 DEGREES WEST AT 86.20 FT (26.27 M) .
 AQ2730'ALUMINUM -PCP- DISK, FOUND IN STATE ROAD 11 CENTERLINE AT THE DIRT
 AQ2730'ROAD, SOUTH 51 DEGREES WEST AT 98.39 FT (29.99 M) .
 AQ2730'SET CARSONITE WITNESS POST NORTH 10 DEGREES WEST AT 2.50 FT (0.76 M) .
 AQ2730
 AQ2730                          STATION RECOVERY (1993)
 AQ2730
 AQ2730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AQ2730'THE STATION IS LOCATED ABOUT 16.0 KM (9.95 MI) SOUTHWEST OF BUNNELL,
 AQ2730'2.4 KM (1.50 MI) SOUTH OF CODYS CORNER AND ON THE EAST SIDE OF STATE
 AQ2730'HIGHWAY 11. OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 AQ2730'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 11 AND COUNTY
 AQ2730'ROAD 304 IN CODYS CORNER, GO SOUTH ALONG STATE HIGHWAY 11 FOR 1.5 KM
 AQ2730'(0.95 MI) TO THE STATION ON THE LEFT.
 AQ2730'THE STATION PROJECTS 4 CM ABOVE THE GROUND.  LOCATED 24.1 M (79.1 FT)
 AQ2730'EAST FROM THE CENTERLINE OF STATE HIGHWAY 11, 21.9 M (71.9 FT) NORTH
 AQ2730'FROM THE APPROXIMATE CENTERLINE OF A DIRT DRIVE LEADING TO A HUNTING
 AQ2730'CLUB, 0.7 M (2.3 FT) SOUTH FROM A CARSONITE WITNESS POST, 0.3 M
 AQ2730'(1.0 FT) EAST FROM A METAL WITNESS POST AND 0.2 M (0.7 FT) WEST FROM
 AQ2730'A FENCE LINE.
 AQ2730
 AQ2730                          STATION RECOVERY (1999)
 AQ2730
 AQ2730'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2730'RECOVERED AS DESCRIBED.
 AQ2730
 AQ2730                          STATION RECOVERY (2011)
 AQ2730
 AQ2730'RECOVERY NOTE BY GEOCACHING 2011 (RKC)
 AQ2730'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0146 ***********************************************************************
 BE0146  DESIGNATION -  43 WSM USGS
 BE0146  PID         -  BE0146
 BE0146  STATE/COUNTY-  FL/JACKSON
 BE0146  COUNTRY     -  US
 BE0146  USGS QUAD   -  SILLS (2018)
 BE0146
 BE0146                         *CURRENT SURVEY CONTROL
 BE0146  ______________________________________________________________________
 BE0146* NAD 83(1986) POSITION- 30 54 32.     (N) 085 19 27.     (W)   SCALED
 BE0146* NAVD 88 ORTHO HEIGHT -    37.969 (meters)      124.57  (feet) ADJUSTED
 BE0146  ______________________________________________________________________
 BE0146  GEOID HEIGHT    -        -27.942 (meters)                     GEOID18
 BE0146  DYNAMIC HEIGHT  -         37.921 (meters)      124.41  (feet) COMP
 BE0146  MODELED GRAVITY -    979,366.8   (mgal)                       NAVD 88
 BE0146
 BE0146  VERT ORDER      -  SECOND    CLASS 0
 BE0146
 BE0146.The horizontal coordinates were scaled from a map and have
 BE0146.an estimated accuracy of +/- 6 seconds.
 BE0146
 BE0146.The orthometric height was determined by differential leveling and
 BE0146.adjusted by the NATIONAL GEODETIC SURVEY
 BE0146.in June 1991.
 BE0146
 BE0146.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0146.GEOID18 height accuracy estimate available here.
 BE0146
 BE0146.Click photographs - Photos may exist for this station.
 BE0146
 BE0146.The dynamic height is computed by dividing the NAVD 88
 BE0146.geopotential number by the normal gravity value computed on the
 BE0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0146.degrees latitude (g = 980.6199 gals.).
 BE0146
 BE0146.The modeled gravity was interpolated from observed gravity values.
 BE0146
 BE0146;                    North         East    Units  Estimated Accuracy
 BE0146;SPC FL N     -   211,890.      521,210.      MT  (+/- 180 meters Scaled)
 BE0146
 BE0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV601207(NAD 83)
 BE0146
 BE0146                          SUPERSEDED SURVEY CONTROL
 BE0146
 BE0146  NGVD 29 (??/??/92)   38.084  (m)          124.95   (f) ADJ UNCH    2 0
 BE0146
 BE0146.Superseded values are not recommended for survey control.
 BE0146
 BE0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0146.See file dsdata.pdf to determine how the superseded data were derived.
 BE0146
 BE0146_MARKER: DD = SURVEY DISK
 BE0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0146_STAMPING: 43 WSM 1948 125
 BE0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0146+STABILITY: SURFACE MOTION
 BE0146
 BE0146  HISTORY     - Date     Condition        Report By
 BE0146  HISTORY     - 1948     MONUMENTED       USGS
 BE0146  HISTORY     - 1952     GOOD             CGS
 BE0146  HISTORY     - 1964     GOOD             CGS
 BE0146  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0146
 BE0146                          STATION DESCRIPTION
 BE0146
 BE0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0146'8 MI SE FROM CAMPBELLTON.
 BE0146'ABOUT 5.7 MILES EAST ALONG STATE HIGHWAY 2 FROM THE SCHOOL AT
 BE0146'CAMPBELLTON TO JUNCTION OF A ROAD SOUTHWEST AT A POINT ABOUT
 BE0146'0.55 MILE WEST OF BRIDGE OVER MARSHALL CREEK, THENCE ABOUT 2.3
 BE0146'MILES SOUTHWEST ALONG A DIRT ROAD, ABOUT 0.9 MILE SOUTHWEST
 BE0146'OF A CHURCH, ABOUT 0.2 MILE SOUTHWEST OF A GROUP OF FARM
 BE0146'BUILDINGS, 19 FEET SOUTHEAST OF CENTER LINE OF ROAD, 19 FEET
 BE0146'NORTHEAST OF A MULTIPLE CHINABERRY TREE, 25 FEET NORTH OF A
 BE0146'FENCE CORNER, 29 FEET NORTHEAST OF A 40-INCH OAK TREE, 2 FEET
 BE0146'NORTH OF ANOTHER FENCE CORNER, 1 1/2 FEET NORTHEAST OF A WHITE
 BE0146'WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND
 BE0146'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BE0146
 BE0146                          STATION RECOVERY (1964)
 BE0146
 BE0146'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BE0146'RECOVERED IN GOOD CONDITION.
 BE0146
 BE0146                          STATION RECOVERY (2001)
 BE0146
 BE0146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0146'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0277 ***********************************************************************
 AG0277  DESIGNATION -  430
 AG0277  PID         -  AG0277
 AG0277  STATE/COUNTY-  FL/PINELLAS
 AG0277  COUNTRY     -  US
 AG0277  USGS QUAD   -  CLEARWATER (2018)
 AG0277
 AG0277                         *CURRENT SURVEY CONTROL
 AG0277  ______________________________________________________________________
 AG0277* NAD 83(1986) POSITION- 27 58 31.     (N) 082 47 47.     (W)   SCALED
 AG0277* NAVD 88 ORTHO HEIGHT -     8.011 (meters)       26.28  (feet) ADJUSTED
 AG0277  ______________________________________________________________________
 AG0277  GEOID HEIGHT    -        -24.671 (meters)                     GEOID18
 AG0277  DYNAMIC HEIGHT  -          7.999 (meters)       26.24  (feet) COMP
 AG0277  MODELED GRAVITY -    979,189.1   (mgal)                       NAVD 88
 AG0277
 AG0277  VERT ORDER      -  SECOND    CLASS II
 AG0277
 AG0277.The horizontal coordinates were scaled from a map and have
 AG0277.an estimated accuracy of +/- 6 seconds.
 AG0277
 AG0277.The orthometric height was determined by differential leveling and
 AG0277.adjusted by the NATIONAL GEODETIC SURVEY
 AG0277.in June 1991.
 AG0277
 AG0277.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0277.GEOID18 height accuracy estimate available here.
 AG0277
 AG0277.Click photographs - Photos may exist for this station.
 AG0277
 AG0277.The dynamic height is computed by dividing the NAVD 88
 AG0277.geopotential number by the normal gravity value computed on the
 AG0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0277.degrees latitude (g = 980.6199 gals.).
 AG0277
 AG0277.The modeled gravity was interpolated from observed gravity values.
 AG0277
 AG0277;                    North         East    Units  Estimated Accuracy
 AG0277;SPC FL W     -   403,730.      121,650.      MT  (+/- 180 meters Scaled)
 AG0277
 AG0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL233957(NAD 83)
 AG0277
 AG0277                          SUPERSEDED SURVEY CONTROL
 AG0277
 AG0277  NGVD 29 (??/??/92)    8.274  (m)           27.15   (f) ADJ UNCH    2 2
 AG0277
 AG0277.Superseded values are not recommended for survey control.
 AG0277
 AG0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0277.See file dsdata.pdf to determine how the superseded data were derived.
 AG0277
 AG0277_MARKER: DD = SURVEY DISK
 AG0277_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0277_SP_SET: CURB
 AG0277_STAMPING: 430
 AG0277_MARK LOGO: FLHD
 AG0277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0277
 AG0277  HISTORY     - Date     Condition        Report By
 AG0277  HISTORY     - UNK      MONUMENTED       FLHD
 AG0277  HISTORY     - 1976     GOOD             NGS
 AG0277  HISTORY     - 19870702 GOOD             USPSQD
 AG0277  HISTORY     - 20220220 MARK NOT FOUND   GEOCAC
 AG0277
 AG0277                          STATION DESCRIPTION
 AG0277
 AG0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0277'IN CLEARWATER.
 AG0277'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 (S.R.
 AG0277'595, NORTH FT. HARRISON AVE.) AND S.R. 590 (DREW ST.).  RUN EASTERLY
 AG0277'ON S.R. 590 FOR 0.25 MILE TO THE INTERSECTION ON S.R. S-595-B (MYRTLE
 AG0277'AVE.).  TURN LEFT AND RUN NORTHERLY ON S.R. S-595-B FOR 0.50 MILE TO
 AG0277'THE INTERSECTION OF PALMETTO ST. STATION ON LEFT, N.E. CORNER, 41.6
 AG0277'FT. EAST OF THE CENTERLINE OF MYRTLE AVE., 28.6 FT. SOUTH OF THE
 AG0277'CENTERLINE OF PALMETTO ST., 32.0 FT. N.E. OF CONCRETE SIGNAL LIGHT
 AG0277'POLE (NO NUMBER), 88.6 FT. WEST OF THE N.W. CORNER OF A SINGLE-STORY
 AG0277'CONCRETE BLOCK BUILDING (803 PALMETTO ST.).  SET IN THE TOP OF
 AG0277'CONCRETE CURB.  SECTION 10, T 29, R 15.
 AG0277
 AG0277                          STATION RECOVERY (1987)
 AG0277
 AG0277'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AG0277'RECOVERED IN GOOD CONDITION.
 AG0277
 AG0277                          STATION RECOVERY (2022)
 AG0277
 AG0277'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AG0277'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0275 ***********************************************************************
 AG0275  DESIGNATION -  431
 AG0275  PID         -  AG0275
 AG0275  STATE/COUNTY-  FL/PINELLAS
 AG0275  COUNTRY     -  US
 AG0275  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0275
 AG0275                         *CURRENT SURVEY CONTROL
 AG0275  ______________________________________________________________________
 AG0275* NAD 83(1986) POSITION- 27 58 07.     (N) 082 44 59.     (W)   SCALED
 AG0275* NAVD 88 ORTHO HEIGHT -    22.317 (meters)       73.22  (feet) ADJUSTED
 AG0275  ______________________________________________________________________
 AG0275  GEOID HEIGHT    -        -24.720 (meters)                     GEOID18
 AG0275  DYNAMIC HEIGHT  -         22.284 (meters)       73.11  (feet) COMP
 AG0275  MODELED GRAVITY -    979,188.2   (mgal)                       NAVD 88
 AG0275
 AG0275  VERT ORDER      -  SECOND    CLASS II
 AG0275
 AG0275.The horizontal coordinates were scaled from a map and have
 AG0275.an estimated accuracy of +/- 6 seconds.
 AG0275
 AG0275.The orthometric height was determined by differential leveling and
 AG0275.adjusted by the NATIONAL GEODETIC SURVEY
 AG0275.in June 1991.
 AG0275
 AG0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0275.GEOID18 height accuracy estimate available here.
 AG0275
 AG0275.Click photographs - Photos may exist for this station.
 AG0275
 AG0275.The dynamic height is computed by dividing the NAVD 88
 AG0275.geopotential number by the normal gravity value computed on the
 AG0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0275.degrees latitude (g = 980.6199 gals.).
 AG0275
 AG0275.The modeled gravity was interpolated from observed gravity values.
 AG0275
 AG0275;                    North         East    Units  Estimated Accuracy
 AG0275;SPC FL W     -   402,960.      126,240.      MT  (+/- 180 meters Scaled)
 AG0275
 AG0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL278949(NAD 83)
 AG0275
 AG0275                          SUPERSEDED SURVEY CONTROL
 AG0275
 AG0275  NGVD 29 (??/??/92)   22.579  (m)           74.08   (f) ADJ UNCH    2 2
 AG0275
 AG0275.Superseded values are not recommended for survey control.
 AG0275
 AG0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0275.See file dsdata.pdf to determine how the superseded data were derived.
 AG0275
 AG0275_MARKER: DD = SURVEY DISK
 AG0275_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0275_SP_SET: CULVERT HEADWALL
 AG0275_STAMPING: 431
 AG0275_MARK LOGO: FLHD
 AG0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0275+STABILITY: SURFACE MOTION
 AG0275
 AG0275  HISTORY     - Date     Condition        Report By
 AG0275  HISTORY     - UNK      MONUMENTED       FLHD
 AG0275  HISTORY     - 1976     GOOD             NGS
 AG0275
 AG0275                          STATION DESCRIPTION
 AG0275
 AG0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0275'IN CLEARWATER.
 AG0275'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 (S.R.
 AG0275'595, NORTH FT. HARRISON AVE.) AND S.R. 590 (DREW ST.).  RUN EASTERLY
 AG0275'FOR 3.15 MILES.  STATION ON RIGHT, 31.6 FT. SOUTH OF THE CENTERLINE OF
 AG0275'DREW ST., 202.8 FT. WEST OF THE CENTERLINE OF STARCREST DR., 49.9 FT.
 AG0275'N.E. OF THE N.W. CORNER OF A ONE-STORY BLOCK BUILDING (2111 DREW ST.).
 AG0275'SET IN THE TOP OF A CONCRETE HEADWALL.  HEADWALL IS FLUSH WITH THE
 AG0275'GROUND.  SECTION 13, T 29, R 15.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0276 ***********************************************************************
 AG0276  DESIGNATION -  432
 AG0276  PID         -  AG0276
 AG0276  STATE/COUNTY-  FL/PINELLAS
 AG0276  COUNTRY     -  US
 AG0276  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0276
 AG0276                         *CURRENT SURVEY CONTROL
 AG0276  ______________________________________________________________________
 AG0276* NAD 83(1986) POSITION- 27 58 07.     (N) 082 44 29.     (W)   SCALED
 AG0276* NAVD 88 ORTHO HEIGHT -    17.566 (meters)       57.63  (feet) ADJUSTED
 AG0276  ______________________________________________________________________
 AG0276  GEOID HEIGHT    -        -24.732 (meters)                     GEOID18
 AG0276  DYNAMIC HEIGHT  -         17.541 (meters)       57.55  (feet) COMP
 AG0276  MODELED GRAVITY -    979,188.1   (mgal)                       NAVD 88
 AG0276
 AG0276  VERT ORDER      -  SECOND    CLASS II
 AG0276
 AG0276.The horizontal coordinates were scaled from a map and have
 AG0276.an estimated accuracy of +/- 6 seconds.
 AG0276
 AG0276.The orthometric height was determined by differential leveling and
 AG0276.adjusted by the NATIONAL GEODETIC SURVEY
 AG0276.in June 1991.
 AG0276
 AG0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0276.GEOID18 height accuracy estimate available here.
 AG0276
 AG0276.Click photographs - Photos may exist for this station.
 AG0276
 AG0276.The dynamic height is computed by dividing the NAVD 88
 AG0276.geopotential number by the normal gravity value computed on the
 AG0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0276.degrees latitude (g = 980.6199 gals.).
 AG0276
 AG0276.The modeled gravity was interpolated from observed gravity values.
 AG0276
 AG0276;                    North         East    Units  Estimated Accuracy
 AG0276;SPC FL W     -   402,950.      127,060.      MT  (+/- 180 meters Scaled)
 AG0276
 AG0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL287949(NAD 83)
 AG0276
 AG0276                          SUPERSEDED SURVEY CONTROL
 AG0276
 AG0276  NGVD 29 (??/??/92)   17.828  (m)           58.49   (f) ADJ UNCH    2 2
 AG0276
 AG0276.Superseded values are not recommended for survey control.
 AG0276
 AG0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0276.See file dsdata.pdf to determine how the superseded data were derived.
 AG0276
 AG0276_MARKER: DD = SURVEY DISK
 AG0276_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0276_SP_SET: CULVERT HEADWALL
 AG0276_STAMPING: 432
 AG0276_MARK LOGO: FLHD
 AG0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0276+STABILITY: SURFACE MOTION
 AG0276
 AG0276  HISTORY     - Date     Condition        Report By
 AG0276  HISTORY     - UNK      MONUMENTED       FLHD
 AG0276  HISTORY     - 1976     GOOD             NGS
 AG0276
 AG0276                          STATION DESCRIPTION
 AG0276
 AG0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0276'IN CLEARWATER.
 AG0276'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 (S.R.
 AG0276'595, NORTH FT. HARRISON AVE.) AND S.R. 590 (DREW ST.).  RUN EASTERLY
 AG0276'FOR 3.75 MILES.  STATION ON RIGHT, 32.0 FT. SOUTH OF THE CENTERLINE OF
 AG0276'DREW ST., 121.4 FT.  EAST OF THE CENTERLINE OF MAPLEWOOD AVE., 1.0 FT.
 AG0276'EAST OF THE WEST END OF THE HEADWALL.  SET IN THE TOP OF A CONCRETE
 AG0276'HEADWALL.  SECTION 18, T 29, R 16.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6997 ***********************************************************************
 AG6997  DESIGNATION -  433 FLDT
 AG6997  PID         -  AG6997
 AG6997  STATE/COUNTY-  FL/PINELLAS
 AG6997  COUNTRY     -  US
 AG6997  USGS QUAD   -  SEMINOLE (2018)
 AG6997
 AG6997                         *CURRENT SURVEY CONTROL
 AG6997  ______________________________________________________________________
 AG6997* NAD 83(1986) POSITION- 27 50 08.     (N) 082 47 00.     (W)   SCALED
 AG6997* NAVD 88 ORTHO HEIGHT -     3.279 (meters)       10.76  (feet) ADJUSTED
 AG6997  ______________________________________________________________________
 AG6997  GEOID HEIGHT    -        -24.422 (meters)                     GEOID18
 AG6997  DYNAMIC HEIGHT  -          3.274 (meters)       10.74  (feet) COMP
 AG6997  MODELED GRAVITY -    979,181.8   (mgal)                       NAVD 88
 AG6997
 AG6997  VERT ORDER      -  SECOND    CLASS II
 AG6997
 AG6997.The horizontal coordinates were scaled from a map and have
 AG6997.an estimated accuracy of +/- 6 seconds.
 AG6997
 AG6997.The orthometric height was determined by differential leveling and
 AG6997.adjusted by the NATIONAL GEODETIC SURVEY
 AG6997.in June 1991.
 AG6997
 AG6997.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6997.GEOID18 height accuracy estimate available here.
 AG6997
 AG6997.Click photographs - Photos may exist for this station.
 AG6997
 AG6997.The dynamic height is computed by dividing the NAVD 88
 AG6997.geopotential number by the normal gravity value computed on the
 AG6997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6997.degrees latitude (g = 980.6199 gals.).
 AG6997
 AG6997.The modeled gravity was interpolated from observed gravity values.
 AG6997
 AG6997;                    North         East    Units  Estimated Accuracy
 AG6997;SPC FL W     -   388,230.      122,840.      MT  (+/- 180 meters Scaled)
 AG6997
 AG6997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL243802(NAD 83)
 AG6997
 AG6997                          SUPERSEDED SURVEY CONTROL
 AG6997
 AG6997  NGVD 29 (??/??/92)    3.545  (m)           11.63   (f) ADJ UNCH    2 2
 AG6997
 AG6997.Superseded values are not recommended for survey control.
 AG6997
 AG6997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6997.See file dsdata.pdf to determine how the superseded data were derived.
 AG6997
 AG6997_MARKER: DB = BENCH MARK DISK
 AG6997_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG6997_SP_SET: HEADWALL
 AG6997_STAMPING: 433
 AG6997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6997
 AG6997  HISTORY     - Date     Condition        Report By
 AG6997  HISTORY     - UNK      MONUMENTED       FLDT
 AG6997  HISTORY     - 1977     GOOD             FL-103
 AG6997  HISTORY     - 1983     GOOD             USPSQD
 AG6997  HISTORY     - 20011230 MARK NOT FOUND   USPSQD
 AG6997
 AG6997                          STATION DESCRIPTION
 AG6997
 AG6997'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG6997'IN SEMINOLE.
 AG6997'TO REACH THE STATION FROM THE INTERSECTION OF SR. S-694 74TH AVE.,
 AG6997'PARK BLVD. AND U.S. ALT. HWY. 19 SR 595, SEMINOLE BLVD., RUN SOUTHERLY
 AG6997'ON U.S. ALT. HWY. 19 FOR 0.30 MILE TO THE INTERSECTION OF 70TH AVE. N.
 AG6997'TURN LEFT AND RUN EASTERLY ON 70TH AVE. N. FOR 0.25 MILE. STATION ON
 AG6997'LEFT, 19.0FT. NORTH OF THE CENTERLINE OF 70TH AVE. N., 105.5 FT. E.S.
 AG6997'E. OF A POWER AND LIGHT POLE NUMBER 1-84483, 9.6 FT. NORTH OF THE
 AG6997'SOUTH END OF A CONCRETE HEADWALL. SET IN THE TOP OF A CONCRETE
 AG6997'HEADWALL.
 AG6997
 AG6997                          STATION RECOVERY (1983)
 AG6997
 AG6997'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG6997'RECOVERED IN GOOD CONDITION.
 AG6997
 AG6997                          STATION RECOVERY (2001)
 AG6997
 AG6997'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 AG6997'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7000 ***********************************************************************
 AG7000  DESIGNATION -  434 FLDT
 AG7000  PID         -  AG7000
 AG7000  STATE/COUNTY-  FL/PINELLAS
 AG7000  COUNTRY     -  US
 AG7000  USGS QUAD   -  SEMINOLE (2018)
 AG7000
 AG7000                         *CURRENT SURVEY CONTROL
 AG7000  ______________________________________________________________________
 AG7000* NAD 83(1986) POSITION- 27 50 54.     (N) 082 47 13.     (W)   SCALED
 AG7000* NAVD 88 ORTHO HEIGHT -     2.926 (meters)        9.60  (feet) ADJUSTED
 AG7000  ______________________________________________________________________
 AG7000  GEOID HEIGHT    -        -24.440 (meters)                     GEOID18
 AG7000  DYNAMIC HEIGHT  -          2.921 (meters)        9.58  (feet) COMP
 AG7000  MODELED GRAVITY -    979,182.7   (mgal)                       NAVD 88
 AG7000
 AG7000  VERT ORDER      -  SECOND    CLASS II
 AG7000
 AG7000.The horizontal coordinates were scaled from a map and have
 AG7000.an estimated accuracy of +/- 6 seconds.
 AG7000
 AG7000.The orthometric height was determined by differential leveling and
 AG7000.adjusted by the NATIONAL GEODETIC SURVEY
 AG7000.in June 1991.
 AG7000
 AG7000.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7000.GEOID18 height accuracy estimate available here.
 AG7000
 AG7000.Click photographs - Photos may exist for this station.
 AG7000
 AG7000.The dynamic height is computed by dividing the NAVD 88
 AG7000.geopotential number by the normal gravity value computed on the
 AG7000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7000.degrees latitude (g = 980.6199 gals.).
 AG7000
 AG7000.The modeled gravity was interpolated from observed gravity values.
 AG7000
 AG7000;                    North         East    Units  Estimated Accuracy
 AG7000;SPC FL W     -   389,650.      122,490.      MT  (+/- 180 meters Scaled)
 AG7000
 AG7000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL240816(NAD 83)
 AG7000
 AG7000                          SUPERSEDED SURVEY CONTROL
 AG7000
 AG7000  NGVD 29 (??/??/92)    3.191  (m)           10.47   (f) ADJ UNCH    2 2
 AG7000
 AG7000.Superseded values are not recommended for survey control.
 AG7000
 AG7000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7000.See file dsdata.pdf to determine how the superseded data were derived.
 AG7000
 AG7000_MARKER: DB = BENCH MARK DISK
 AG7000_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7000_SP_SET: HEADWALL
 AG7000_STAMPING: 434
 AG7000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7000
 AG7000  HISTORY     - Date     Condition        Report By
 AG7000  HISTORY     - UNK      MONUMENTED       FLDT
 AG7000  HISTORY     - 1977     GOOD             FL-103
 AG7000  HISTORY     - 1983     GOOD             LOCSUR
 AG7000  HISTORY     - 20011228 MARK NOT FOUND   USPSQD
 AG7000
 AG7000                          STATION DESCRIPTION
 AG7000
 AG7000'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7000'IN SEMINOLE.
 AG7000'TO REACH THE STATION FROM THE INTERSECTION OF SR S-694 74TH AVE., PARK
 AG7000'BLVD. AND U.S. ALT. HWY. 19 SR 595, SEMINOLE BLVD., RUN NORTHERLY ON
 AG7000'U.S. ALT. HWY. 19 FOR 0.55 MILES. STATION ON RIGHT, 342.0 FT. EAST OF
 AG7000'THE CENTERLINE OF U.S. ALT. HWY. 19, 5.8 FT. NORTH OF THE SOUTH END OF
 AG7000'HEADWALL. SET IN THE TOP OF THE CONCRETE HEADWALL.
 AG7000
 AG7000                          STATION RECOVERY (1983)
 AG7000
 AG7000'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1983
 AG7000'RECOVERED IN GOOD CONDITION.
 AG7000
 AG7000                          STATION RECOVERY (2001)
 AG7000
 AG7000'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCR)
 AG7000'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7012 ***********************************************************************
 AG7012  DESIGNATION -  435 FLDT
 AG7012  PID         -  AG7012
 AG7012  STATE/COUNTY-  FL/PINELLAS
 AG7012  COUNTRY     -  US
 AG7012  USGS QUAD   -  CLEARWATER (2018)
 AG7012
 AG7012                         *CURRENT SURVEY CONTROL
 AG7012  ______________________________________________________________________
 AG7012* NAD 83(1986) POSITION- 27 55 26.     (N) 082 47 16.     (W)   SCALED
 AG7012* NAVD 88 ORTHO HEIGHT -    17.796 (meters)       58.39  (feet) ADJUSTED
 AG7012  ______________________________________________________________________
 AG7012  GEOID HEIGHT    -        -24.586 (meters)                     GEOID18
 AG7012  DYNAMIC HEIGHT  -         17.770 (meters)       58.30  (feet) COMP
 AG7012  MODELED GRAVITY -    979,186.8   (mgal)                       NAVD 88
 AG7012
 AG7012  VERT ORDER      -  SECOND    CLASS II
 AG7012
 AG7012.The horizontal coordinates were scaled from a map and have
 AG7012.an estimated accuracy of +/- 6 seconds.
 AG7012
 AG7012.The orthometric height was determined by differential leveling and
 AG7012.adjusted by the NATIONAL GEODETIC SURVEY
 AG7012.in June 1991.
 AG7012
 AG7012.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7012.GEOID18 height accuracy estimate available here.
 AG7012
 AG7012.Click photographs - Photos may exist for this station.
 AG7012
 AG7012.The dynamic height is computed by dividing the NAVD 88
 AG7012.geopotential number by the normal gravity value computed on the
 AG7012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7012.degrees latitude (g = 980.6199 gals.).
 AG7012
 AG7012.The modeled gravity was interpolated from observed gravity values.
 AG7012
 AG7012;                    North         East    Units  Estimated Accuracy
 AG7012;SPC FL W     -   398,030.      122,460.      MT  (+/- 180 meters Scaled)
 AG7012
 AG7012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL240900(NAD 83)
 AG7012
 AG7012                          SUPERSEDED SURVEY CONTROL
 AG7012
 AG7012  NGVD 29 (??/??/92)   18.059  (m)           59.25   (f) ADJ UNCH    2 2
 AG7012
 AG7012.Superseded values are not recommended for survey control.
 AG7012
 AG7012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7012.See file dsdata.pdf to determine how the superseded data were derived.
 AG7012
 AG7012_MARKER: DB = BENCH MARK DISK
 AG7012_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7012_SP_SET: HEADWALL
 AG7012_STAMPING: 435
 AG7012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7012
 AG7012  HISTORY     - Date     Condition        Report By
 AG7012  HISTORY     - UNK      MONUMENTED       FLDT
 AG7012  HISTORY     - 1977     GOOD             FL-103
 AG7012  HISTORY     - 20080826 GOOD             PINCPW
 AG7012
 AG7012                          STATION DESCRIPTION
 AG7012
 AG7012'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7012'IN LARGO.
 AG7012'TO REACH THE STATION FROM THE INTERSECTION OF SR 686 EAST BAY DRIVE
 AG7012'AND SR 595A MISSOURI AVE., RUN NORTHERLY ON MISSOURI AVE. FOR 0.40
 AG7012'MILE. STATION ON RIGHT, 65.0 FT. EAST OF THE CENTERLINE OF MISSOURI
 AG7012'AVE., 16.7 FT. E.S.E. OF A POWER POLE NUMBER LETW-29.5, 2.6 FT. NORTH
 AG7012'OF THE SOUTH END OF A CONCRETE HEADWALL. SET IN THE TOP OF A CONCRETE
 AG7012'HEADWALL.
 AG7012
 AG7012                          STATION RECOVERY (2008)
 AG7012
 AG7012'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG7012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7018 ***********************************************************************
 AG7018  DESIGNATION -  436 FLDT
 AG7018  PID         -  AG7018
 AG7018  STATE/COUNTY-  FL/PINELLAS
 AG7018  COUNTRY     -  US
 AG7018  USGS QUAD   -  CLEARWATER (2018)
 AG7018
 AG7018                         *CURRENT SURVEY CONTROL
 AG7018  ______________________________________________________________________
 AG7018* NAD 83(1986) POSITION- 27 57 56.     (N) 082 45 29.     (W)   SCALED
 AG7018* NAVD 88 ORTHO HEIGHT -    19.643 (meters)       64.45  (feet) ADJUSTED
 AG7018  ______________________________________________________________________
 AG7018  GEOID HEIGHT    -        -24.704 (meters)                     GEOID18
 AG7018  DYNAMIC HEIGHT  -         19.614 (meters)       64.35  (feet) COMP
 AG7018  MODELED GRAVITY -    979,188.1   (mgal)                       NAVD 88
 AG7018
 AG7018  VERT ORDER      -  SECOND    CLASS II
 AG7018
 AG7018.The horizontal coordinates were scaled from a map and have
 AG7018.an estimated accuracy of +/- 6 seconds.
 AG7018
 AG7018.The orthometric height was determined by differential leveling and
 AG7018.adjusted by the NATIONAL GEODETIC SURVEY
 AG7018.in June 1991.
 AG7018
 AG7018.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7018.GEOID18 height accuracy estimate available here.
 AG7018
 AG7018.Click photographs - Photos may exist for this station.
 AG7018
 AG7018.The dynamic height is computed by dividing the NAVD 88
 AG7018.geopotential number by the normal gravity value computed on the
 AG7018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7018.degrees latitude (g = 980.6199 gals.).
 AG7018
 AG7018.The modeled gravity was interpolated from observed gravity values.
 AG7018
 AG7018;                    North         East    Units  Estimated Accuracy
 AG7018;SPC FL W     -   402,620.      125,420.      MT  (+/- 180 meters Scaled)
 AG7018
 AG7018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL270946(NAD 83)
 AG7018
 AG7018                          SUPERSEDED SURVEY CONTROL
 AG7018
 AG7018  NGVD 29 (??/??/92)   19.905  (m)           65.31   (f) ADJ UNCH    2 2
 AG7018
 AG7018.Superseded values are not recommended for survey control.
 AG7018
 AG7018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7018.See file dsdata.pdf to determine how the superseded data were derived.
 AG7018
 AG7018_MARKER: DB = BENCH MARK DISK
 AG7018_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7018_SP_SET: HEADWALL
 AG7018_STAMPING: 436
 AG7018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7018
 AG7018  HISTORY     - Date     Condition        Report By
 AG7018  HISTORY     - UNK      MONUMENTED       FLDT
 AG7018  HISTORY     - 1977     GOOD             FL-103
 AG7018  HISTORY     - 20031206 MARK NOT FOUND   USPSQD
 AG7018
 AG7018                          STATION DESCRIPTION
 AG7018
 AG7018'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7018'IN CLEARWATER.
 AG7018'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7018'NORTH FT. HARRISON AVE. AND SR 590 DREW ST., RUN EASTERLY ON SR 590
 AG7018'FOR 2.50 MILES TO CORONA AVE. TURN RIGHT, RUN SOUTHERLY ON CORONA AVE.
 AG7018'FOR 0.2 MILE TO CLEVELAND AVE. TURN LEFT ON CLEVELAND AVE. AND RUN
 AG7018'EASTERLY FOR 0.05 MILE. STATION ON RIGHT, 36.0 FT. SOUTH OF THE
 AG7018'CENTERLINE OF CLEVELAND AVE., 70.5 FT. N.W. OF THE N.W. CORNER OF A
 AG7018'1 STORY BLOCK HOUSE 1915 CLEVELAND AVE., 0.9 FT. EAST OF THE WEST END
 AG7018'OF A CONCRETE HEADWALL. SET IN THE TOP OF THE CONCRETE HEADWALL.
 AG7018
 AG7018                          STATION RECOVERY (2003)
 AG7018
 AG7018'RECOVERY NOTE BY US POWER SQUADRON 2003 (RKS)
 AG7018'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7052 ***********************************************************************
 AG7052  DESIGNATION -  437 FLDT
 AG7052  PID         -  AG7052
 AG7052  STATE/COUNTY-  FL/PINELLAS
 AG7052  COUNTRY     -  US
 AG7052  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7052
 AG7052                         *CURRENT SURVEY CONTROL
 AG7052  ______________________________________________________________________
 AG7052* NAD 83(1986) POSITION- 27 46 39.     (N) 082 42 51.     (W)   SCALED
 AG7052* NAVD 88 ORTHO HEIGHT -     5.686 (meters)       18.65  (feet) ADJUSTED
 AG7052  ______________________________________________________________________
 AG7052  GEOID HEIGHT    -        -24.430 (meters)                     GEOID18
 AG7052  DYNAMIC HEIGHT  -          5.677 (meters)       18.63  (feet) COMP
 AG7052  MODELED GRAVITY -    979,176.2   (mgal)                       NAVD 88
 AG7052
 AG7052  VERT ORDER      -  SECOND    CLASS II
 AG7052
 AG7052.The horizontal coordinates were scaled from a map and have
 AG7052.an estimated accuracy of +/- 6 seconds.
 AG7052
 AG7052.The orthometric height was determined by differential leveling and
 AG7052.adjusted by the NATIONAL GEODETIC SURVEY
 AG7052.in June 1991.
 AG7052
 AG7052.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7052.GEOID18 height accuracy estimate available here.
 AG7052
 AG7052.Click photographs - Photos may exist for this station.
 AG7052
 AG7052.The dynamic height is computed by dividing the NAVD 88
 AG7052.geopotential number by the normal gravity value computed on the
 AG7052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7052.degrees latitude (g = 980.6199 gals.).
 AG7052
 AG7052.The modeled gravity was interpolated from observed gravity values.
 AG7052
 AG7052;                    North         East    Units  Estimated Accuracy
 AG7052;SPC FL W     -   381,760.      129,610.      MT  (+/- 180 meters Scaled)
 AG7052
 AG7052_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL310737(NAD 83)
 AG7052
 AG7052                          SUPERSEDED SURVEY CONTROL
 AG7052
 AG7052  NGVD 29 (??/??/92)    5.955  (m)           19.54   (f) ADJ UNCH    2 2
 AG7052
 AG7052.Superseded values are not recommended for survey control.
 AG7052
 AG7052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7052.See file dsdata.pdf to determine how the superseded data were derived.
 AG7052
 AG7052_MARKER: DB = BENCH MARK DISK
 AG7052_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7052_SP_SET: CURB
 AG7052_STAMPING: 437
 AG7052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7052
 AG7052  HISTORY     - Date     Condition        Report By
 AG7052  HISTORY     - UNK      MONUMENTED       FLDT
 AG7052  HISTORY     - 1977     GOOD             FL-103
 AG7052  HISTORY     - 20040116 MARK NOT FOUND   USPSQD
 AG7052
 AG7052                          STATION DESCRIPTION
 AG7052
 AG7052'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7052'IN ST PETERSBURG.
 AG7052'THE STATION IS AT THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595 59TH
 AG7052'ST. N. TYRONE BLVD. AND SR 5TH AVE. N., LOCATED IN N.E. CORNER, 67.1
 AG7052'FT. NORTH OF THE CENTERLINE OF 5TH AVE. N., 51.0 FT. EAST OF THE
 AG7052'CENTERLINE OF 59TH ST. N. TYRONE BLVD., 1.6 FT. S.E. OF CENTERLINE OF
 AG7052'MANHOLE. SET IN THE TOP OF A CONCRETE INLET.
 AG7052
 AG7052                          STATION RECOVERY (2004)
 AG7052
 AG7052'RECOVERY NOTE BY US POWER SQUADRON 2004 (DFR)
 AG7052'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7056 ***********************************************************************
 AG7056  DESIGNATION -  438 FLDT
 AG7056  PID         -  AG7056
 AG7056  STATE/COUNTY-  FL/PINELLAS
 AG7056  COUNTRY     -  US
 AG7056  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7056
 AG7056                         *CURRENT SURVEY CONTROL
 AG7056  ______________________________________________________________________
 AG7056* NAD 83(1986) POSITION- 27 47 03.     (N) 082 43 04.     (W)   SCALED
 AG7056* NAVD 88 ORTHO HEIGHT -     5.786 (meters)       18.98  (feet) ADJUSTED
 AG7056  ______________________________________________________________________
 AG7056  GEOID HEIGHT    -        -24.433 (meters)                     GEOID18
 AG7056  DYNAMIC HEIGHT  -          5.778 (meters)       18.96  (feet) COMP
 AG7056  MODELED GRAVITY -    979,176.8   (mgal)                       NAVD 88
 AG7056
 AG7056  VERT ORDER      -  SECOND    CLASS II
 AG7056
 AG7056.The horizontal coordinates were scaled from a map and have
 AG7056.an estimated accuracy of +/- 6 seconds.
 AG7056
 AG7056.The orthometric height was determined by differential leveling and
 AG7056.adjusted by the NATIONAL GEODETIC SURVEY
 AG7056.in June 1991.
 AG7056
 AG7056.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7056.GEOID18 height accuracy estimate available here.
 AG7056
 AG7056.Click photographs - Photos may exist for this station.
 AG7056
 AG7056.The dynamic height is computed by dividing the NAVD 88
 AG7056.geopotential number by the normal gravity value computed on the
 AG7056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7056.degrees latitude (g = 980.6199 gals.).
 AG7056
 AG7056.The modeled gravity was interpolated from observed gravity values.
 AG7056
 AG7056;                    North         East    Units  Estimated Accuracy
 AG7056;SPC FL W     -   382,500.      129,260.      MT  (+/- 180 meters Scaled)
 AG7056
 AG7056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL307744(NAD 83)
 AG7056
 AG7056                          SUPERSEDED SURVEY CONTROL
 AG7056
 AG7056  NGVD 29 (??/??/92)    6.055  (m)           19.87   (f) ADJ UNCH    2 2
 AG7056
 AG7056.Superseded values are not recommended for survey control.
 AG7056
 AG7056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7056.See file dsdata.pdf to determine how the superseded data were derived.
 AG7056
 AG7056_MARKER: DB = BENCH MARK DISK
 AG7056_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7056_SP_SET: SIDEWALK
 AG7056_STAMPING: 438
 AG7056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7056
 AG7056  HISTORY     - Date     Condition        Report By
 AG7056  HISTORY     - UNK      MONUMENTED       FLDT
 AG7056  HISTORY     - 1977     GOOD             FL-103
 AG7056  HISTORY     - 19980205 GOOD             USPSQD
 AG7056  HISTORY     - 20081015 GOOD             PINCPW
 AG7056
 AG7056                          STATION DESCRIPTION
 AG7056
 AG7056'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7056'IN ST PETERSBURG.
 AG7056'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7056'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN NORTH AND
 AG7056'NORTHWESTERLY ON U.S. ALT. HWY. 19 FOR 0.55 MILE. STATION ON RIGHT
 AG7056'74.8 FT. N.E. OF THE CENTERLINE OF TYRONE BLVD., 250.2 FT. N.W. OF THE
 AG7056'CENTERLINE OF WINCHESTER RD., 1.7 FT. NORTH OF THE CENTERLINE OF A
 AG7056'MANHOLE COVER. SET IN THE TOP OF A CONCRETE INLET.
 AG7056
 AG7056                          STATION RECOVERY (1998)
 AG7056
 AG7056'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7056'RECOVERED IN GOOD CONDITION.
 AG7056
 AG7056                          STATION RECOVERY (2008)
 AG7056
 AG7056'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (PL)
 AG7056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7058 ***********************************************************************
 AG7058  DESIGNATION -  439 FLDT
 AG7058  PID         -  AG7058
 AG7058  STATE/COUNTY-  FL/PINELLAS
 AG7058  COUNTRY     -  US
 AG7058  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7058
 AG7058                         *CURRENT SURVEY CONTROL
 AG7058  ______________________________________________________________________
 AG7058* NAD 83(1986) POSITION- 27 47 10.     (N) 082 43 13.     (W)   SCALED
 AG7058* NAVD 88 ORTHO HEIGHT -     4.919 (meters)       16.14  (feet) ADJUSTED
 AG7058  ______________________________________________________________________
 AG7058  GEOID HEIGHT    -        -24.432 (meters)                     GEOID18
 AG7058  DYNAMIC HEIGHT  -          4.912 (meters)       16.12  (feet) COMP
 AG7058  MODELED GRAVITY -    979,177.0   (mgal)                       NAVD 88
 AG7058
 AG7058  VERT ORDER      -  SECOND    CLASS II
 AG7058
 AG7058.The horizontal coordinates were scaled from a map and have
 AG7058.an estimated accuracy of +/- 6 seconds.
 AG7058
 AG7058.The orthometric height was determined by differential leveling and
 AG7058.adjusted by the NATIONAL GEODETIC SURVEY
 AG7058.in June 1991.
 AG7058
 AG7058.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7058.GEOID18 height accuracy estimate available here.
 AG7058
 AG7058.Click photographs - Photos may exist for this station.
 AG7058
 AG7058.The dynamic height is computed by dividing the NAVD 88
 AG7058.geopotential number by the normal gravity value computed on the
 AG7058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7058.degrees latitude (g = 980.6199 gals.).
 AG7058
 AG7058.The modeled gravity was interpolated from observed gravity values.
 AG7058
 AG7058;                    North         East    Units  Estimated Accuracy
 AG7058;SPC FL W     -   382,720.      129,020.      MT  (+/- 180 meters Scaled)
 AG7058
 AG7058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL305746(NAD 83)
 AG7058
 AG7058                          SUPERSEDED SURVEY CONTROL
 AG7058
 AG7058  NGVD 29 (??/??/92)    5.188  (m)           17.02   (f) ADJ UNCH    2 2
 AG7058
 AG7058.Superseded values are not recommended for survey control.
 AG7058
 AG7058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7058.See file dsdata.pdf to determine how the superseded data were derived.
 AG7058
 AG7058_MARKER: DB = BENCH MARK DISK
 AG7058_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7058_SP_SET: HEADWALL
 AG7058_STAMPING: 439
 AG7058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7058
 AG7058  HISTORY     - Date     Condition        Report By
 AG7058  HISTORY     - UNK      MONUMENTED       FLDT
 AG7058  HISTORY     - 1977     GOOD             FL-103
 AG7058  HISTORY     - 19980205 GOOD             USPSQD
 AG7058
 AG7058                          STATION DESCRIPTION
 AG7058
 AG7058'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7058'IN ST PETERSBURG.
 AG7058'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7058'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN NORTH AND
 AG7058'NORTHWESTERLY ON U.S. ALT. HWY. 19 FOR 0.80 MILE. STATION ON RIGHT,
 AG7058'81.6 FT. N.E. OF THE CENTERLINE OF TYRONE BLVD., 201.6 FT. N.W. OF THE
 AG7058'CENTERLINE OF NORFOLK ST. N., 18.5 FT. E.S.E. OF THE CENTERLINE OF
 AG7058'MANHOLE COVER. SET IN THE TOP OF THE CONCRETE HEADWALL.
 AG7058
 AG7058                          STATION RECOVERY (1998)
 AG7058
 AG7058'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ6791 ***********************************************************************
 DJ6791  DESIGNATION -  44
 DJ6791  PID         -  DJ6791
 DJ6791  STATE/COUNTY-  FL/POLK
 DJ6791  COUNTRY     -  US
 DJ6791  USGS QUAD   -  FORT KISSIMMEE NW (2018)
 DJ6791
 DJ6791                         *CURRENT SURVEY CONTROL
 DJ6791  ______________________________________________________________________
 DJ6791* NAD 83(1986) POSITION- 27 40 21.     (N) 081 11 14.     (W)   SCALED
 DJ6791* NAVD 88 ORTHO HEIGHT -    17.207 (meters)       56.45  (feet) ADJUSTED
 DJ6791  ______________________________________________________________________
 DJ6791  GEOID HEIGHT    -        -26.435 (meters)                     GEOID18
 DJ6791  DYNAMIC HEIGHT  -         17.181 (meters)       56.37  (feet) COMP
 DJ6791  MODELED GRAVITY -    979,155.6   (mgal)                       NAVD 88
 DJ6791
 DJ6791  VERT ORDER      -  SECOND    CLASS I
 DJ6791
 DJ6791.The horizontal coordinates were scaled from a map and have
 DJ6791.an estimated accuracy of +/- 6 seconds.
 DJ6791
 DJ6791.The orthometric height was determined by differential leveling and
 DJ6791.adjusted by the NATIONAL GEODETIC SURVEY
 DJ6791.in May 2008.
 DJ6791
 DJ6791.No vertical observational check was made to the station.
 DJ6791
 DJ6791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ6791.GEOID18 height accuracy estimate available here.
 DJ6791
 DJ6791.Click photographs - Photos may exist for this station.
 DJ6791
 DJ6791.The dynamic height is computed by dividing the NAVD 88
 DJ6791.geopotential number by the normal gravity value computed on the
 DJ6791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ6791.degrees latitude (g = 980.6199 gals.).
 DJ6791
 DJ6791.The modeled gravity was interpolated from observed gravity values.
 DJ6791
 DJ6791;                    North         East    Units  Estimated Accuracy
 DJ6791;SPC FL W     -   370,180.      280,180.      MT  (+/- 180 meters Scaled)
 DJ6791
 DJ6791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML815609(NAD 83)
 DJ6791
 DJ6791                          SUPERSEDED SURVEY CONTROL
 DJ6791
 DJ6791.No superseded survey control is available for this station.
 DJ6791
 DJ6791_MARKER: DD = SURVEY DISK
 DJ6791_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ6791_STAMPING: 44
 DJ6791_MARK LOGO: PICKET
 DJ6791_PROJECTION: RECESSED 41 CENTIMETERS
 DJ6791_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ6791_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ6791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ6791+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2006
 DJ6791
 DJ6791  HISTORY     - Date     Condition        Report By
 DJ6791  HISTORY     - UNK      MONUMENTED       PICKET
 DJ6791  HISTORY     - 20060709 GOOD             FLDEP
 DJ6791
 DJ6791                          STATION DESCRIPTION
 DJ6791
 DJ6791'DESCRIBED BY FL DEPT OF ENV PRO 2006 (BPJ)
 DJ6791'THE MARK IS IN THE AVON PARK AIR FORCE RANGE, ABOUT 19.8 MI NORTHEAST
 DJ6791'OF AVON PARK, IN  SECTION 25, TOWNSHIP 32 SOUTH, RANGE 31 EAST.
 DJ6791'
 DJ6791'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DJ6791'17 SOUTH AND  STATE ROAD 64 IN AVON PARK, GO EAST ON STATE ROAD 17
 DJ6791'SOUTH FOR 1.3 MI TO THE JUNCTION OF  COUNTY ROAD 64, CONTINUE EAST ON
 DJ6791'COUNTY ROAD 64 FOR 9.25 MI TO THE AVON PARK AIR FORCE  ENTRANCE GATE,
 DJ6791'CONTINUE EAST AND SOUTHEAST ON SOUTH BOULEVARD FOR 3.75 MI TO THE
 DJ6791'JUNCTION OF EBERSBACH TRAIL ON THE RIGHT AND THE START OF THE
 DJ6791'KISSIMMEE TRAIL, CONTINUE  SOUTHEAST AND THEN EAST ON KISSIMMEE TRAIL
 DJ6791'FOR 8.0 MI TO THE JUNCTION OF BUBBA TRAIL ON  THE LEFT, TURN LEFT ON
 DJ6791'BUBBA TRAIL AND GO NORTH FOR 1.3 MI TO THE JUNCTION OF WOOD TRAIL  ON
 DJ6791'THE RIGHT, TURN RIGHT ON WOOD TRAIL AND GO EAST FOR 1.1 MI TO THE
 DJ6791'INTERSECTION OF TICK  ISLAND TRAIL, TURN LEFT ON TICK ISLAND TRAIL AND
 DJ6791'GO NORTH FOR 1.15 MI TO THE JUNCTION OF  ROBERTS TRAIL ON THE RIGHT,
 DJ6791'TURN RIGHT ON ROBERTS TRAIL AND GO EAST FOR 0.95 MI TO THE
 DJ6791'INTERSECTION OF HARD LUCK TRAIL ON THE LEFT, TURN LEFT ON HARD LUCK
 DJ6791'TRAIL AND GO NORTH  FOR 0.9 MI TO THE JUNCTION OF EAST FENCE TRAIL,
 DJ6791'CONTINUE NORTH ON EAST FENCE TRAIL FOR 0.2  MI TO THE MARK ON THE
 DJ6791'RIGHT, SET IN THE TOP OF A 4-INCH SQUARE CONCRETE POST RECESSED 1.3
 DJ6791'FT BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0 FT BELOW THE LEVEL OF
 DJ6791'EAST FENCE TRAIL.
 DJ6791'
 DJ6791'LOCATED 187.0 FT SOUTH OF THE APPROXIMATE CENTER OF A METAL CATTLE
 DJ6791'GUARD, 15.0 FT EAST  OF THE APPROXIMATE CENTERLINE OF EAST FENCE TRAIL
 DJ6791'AND 1.3 FT SOUTHWEST OF A CARSONITE  WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO2012 ***********************************************************************
 DO2012  DESIGNATION -  44
 DO2012  PID         -  DO2012
 DO2012  STATE/COUNTY-  FL/POLK
 DO2012  COUNTRY     -  US
 DO2012  USGS QUAD   -  PROVIDENCE (2018)
 DO2012
 DO2012                         *CURRENT SURVEY CONTROL
 DO2012  ______________________________________________________________________
 DO2012* NAD 83(1986) POSITION- 28 07 49.2    (N) 081 54 11.4    (W)   HD_HELD2
 DO2012* NAVD 88 ORTHO HEIGHT -    41.433 (meters)      135.93  (feet) ADJUSTED
 DO2012  ______________________________________________________________________
 DO2012  GEOID HEIGHT    -        -26.590 (meters)                     GEOID18
 DO2012  DYNAMIC HEIGHT  -         41.371 (meters)      135.73  (feet) COMP
 DO2012  MODELED GRAVITY -    979,159.4   (mgal)                       NAVD 88
 DO2012
 DO2012  VERT ORDER      -  SECOND    CLASS I
 DO2012
 DO2012.The horizontal coordinates were established by autonomous hand held GPS
 DO2012.observations and have an estimated accuracy of +/- 10 meters.
 DO2012
 DO2012.The orthometric height was determined by differential leveling and
 DO2012.adjusted by the NATIONAL GEODETIC SURVEY
 DO2012.in December 2012.
 DO2012
 DO2012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO2012.GEOID18 height accuracy estimate available here.
 DO2012
 DO2012.Click photographs - Photos may exist for this station.
 DO2012
 DO2012.The dynamic height is computed by dividing the NAVD 88
 DO2012.geopotential number by the normal gravity value computed on the
 DO2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO2012.degrees latitude (g = 980.6199 gals.).
 DO2012
 DO2012.The modeled gravity was interpolated from observed gravity values.
 DO2012
 DO2012;                    North         East    Units  Estimated Accuracy
 DO2012;SPC FL W     -   420,656.      209,513.      MT  (+/- 10 meters HH2 GPS)
 DO2012
 DO2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1130311969(NAD 83)
 DO2012
 DO2012                          SUPERSEDED SURVEY CONTROL
 DO2012
 DO2012.No superseded survey control is available for this station.
 DO2012
 DO2012_MARKER: DD = SURVEY DISK
 DO2012_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO2012_STAMPING: BM 44
 DO2012_MARK LOGO: FLDT
 DO2012_PROJECTION: RECESSED 8 CENTIMETERS
 DO2012_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO2012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO2012+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2010
 DO2012
 DO2012  HISTORY     - Date     Condition        Report By
 DO2012  HISTORY     - UNK      MONUMENTED       FLDT
 DO2012  HISTORY     - 20100612 GOOD             FLDEP
 DO2012
 DO2012                          STATION DESCRIPTION
 DO2012
 DO2012'DESCRIBED BY FL DEPT OF ENV PRO 2010 (MWM)
 DO2012'THE MARK IS ABOUT 6.9 MI (11.1 KM) NORTH-NORTHEAST OF LAKELAND, 6.0 MI
 DO2012'(9.7 KM) SOUTHWEST OF POLK CITY, 4.6 MI (7.4 KM) EAST-SOUTHEAST OF
 DO2012'PROVIDENCE, IN SECTION 15, TOWNSHIP 27 SOUTH, RANGE 24 EAST.
 DO2012'
 DO2012'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND MARCUM
 DO2012'ROAD IN LAKELAND, GO EAST ON MARCUM ROAD FOR 1.7 MI (2.7 KM) TO THE
 DO2012'INTERSECTION OF NORTH SOCRUM LOOP ROAD (COUNTY ROAD 582) ON THE RIGHT
 DO2012'AND GRADY MOCK ROAD ON THE LEFT AND OLD POLK CITY ROAD (COUNTY ROAD
 DO2012'582) STRAIGHT AHEAD.  CONTINUE EAST ON OLD POLK CITY ROAD (COUNTY ROAD
 DO2012'582) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF WALT WILLIAMS ROAD ON
 DO2012'THE RIGHT AND OLD POLK CITY ROAD (COUNTY ROAD 582) ON THE LEFT.  TURN
 DO2012'LEFT ON OLD POLK CITY ROAD (COUNTY ROAD 582) AND GO NORTH FOR 2.4 MI
 DO2012'(3.9 KM) TO THE JUNCTION OF MOORE ROAD ON THE LEFT.  CONTINUE
 DO2012'NORTHEASTERLY ON OLD POLK CITY ROAD (COUNTY ROAD 582) FOR 1.6 MI (2.6
 DO2012'KM) TO THE JUNCTION OF TOMKOW ROAD ON THE RIGHT.  TURN RIGHT ON TOMKOW
 DO2012'ROAD AND GO SOUTH OF 1.0 MI (1.6 KM) TO THE T-JUNCTION OF COUNTY ROAD
 DO2012'33 (COMMONWEALTH AVENUE).  TURN RIGHT ON COUNTY ROAD 33 (COMMONWEALTH
 DO2012'AVENUE) AND GO SOUTHWESTERLY FOR 0.4 MI (0.6 KM) TO THE INTERSECTION
 DO2012'OF INTERSTATE 4.  CONTINUE SOUTHWESTERLY ON COUNTY ROAD 33 (LAKELAND
 DO2012'HILLS BOULEVARD) FOR 0.7 MI (1.1 KM) TO THE MARK ON THE RIGHT, SET IN
 DO2012'THE TOP OF A PREFABRICATED CONCRETE POST 0.3 FT (9 CM) BELOW THE LEVEL
 DO2012'OF THE GROUND AND 0.6 FT (18 CM) ABOVE THE LEVEL OF COUNTY ROAD 33
 DO2012'(LAKELAND HILLS BOULEVARD).
 DO2012'
 DO2012'LOCATED 81.0 FT (24.7 M) WEST-NORTHWEST OF THE CENTERLINE OF COUNTY
 DO2012'ROAD 33 (LAKELAND HILLS BOULEVARD), 42.4 FT (12.9 M) SOUTH-SOUTHEAST
 DO2012'OF A YELLOW FIRE HYDRANT, 36.7 FT (11.2 M) EAST-SOUTHEAST OF A 6.0 FT
 DO2012'(1.8 M) HIGH CHAIN LINK FENCE AND 12.0 FT (3.7 M) NORTHEAST OF A 0.2
 DO2012'FT (6 CM) DIAMETER PVC PIPE WITH A SURVEY MARK STICKER ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9472 ***********************************************************************
 AG9472  DESIGNATION -  44 23 17 01
 AG9472  PID         -  AG9472
 AG9472  STATE/COUNTY-  FL/LEE
 AG9472  COUNTRY     -  US
 AG9472  USGS QUAD   -  MATLACHA (2018)
 AG9472
 AG9472                         *CURRENT SURVEY CONTROL
 AG9472  ______________________________________________________________________
 AG9472* NAD 83(2011) POSITION- 26 38 16.74798(N) 082 02 22.87329(W)   ADJUSTED
 AG9472* NAD 83(2011) ELLIP HT-   -22.938 (meters)        (06/27/12)   ADJUSTED
 AG9472* NAD 83(2011) EPOCH   -  2010.00
 AG9472* NAVD 88 ORTHO HEIGHT -     0.9   (meters)        3.    (feet) GPS OBS
 AG9472  ______________________________________________________________________
 AG9472  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9472  GEOID HEIGHT    -        -24.680 (meters)                     GEOID93
 AG9472  GEOID HEIGHT    -        -23.827 (meters)                     GEOID18
 AG9472  NAD 83(2011) X  -    790,064.005 (meters)                     COMP
 AG9472  NAD 83(2011) Y  - -5,649,991.292 (meters)                     COMP
 AG9472  NAD 83(2011) Z  -  2,842,408.440 (meters)                     COMP
 AG9472  LAPLACE CORR    -         -1.92  (seconds)                    DEFLEC18
 AG9472
 AG9472  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9472  Standards:
 AG9472         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9472            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9472  -------------------------------------------------------------------
 AG9472  NETWORK    1.71   2.63           0.66   0.72   1.34      0.28960869
 AG9472  -------------------------------------------------------------------
 AG9472  Click here for local accuracies and other accuracy information.
 AG9472
 AG9472.The horizontal coordinates were established by GPS observations
 AG9472.and adjusted by the National Geodetic Survey in June 2012.
 AG9472
 AG9472.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9472.been affixed to the stable North American tectonic plate. See 
 AG9472.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9472
 AG9472.The horizontal coordinates are valid at the epoch date displayed above
 AG9472.which is a decimal equivalence of Year/Month/Day.
 AG9472
 AG9472.The orthometric height was determined by GPS observations and a
 AG9472.high-resolution geoid model.
 AG9472
 AG9472.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9472.GEOID18 height accuracy estimate available here.
 AG9472
 AG9472.Click photographs - Photos may exist for this station.
 AG9472
 AG9472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9472
 AG9472.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9472
 AG9472.The ellipsoidal height was determined by GPS observations
 AG9472.and is referenced to NAD 83.
 AG9472
 AG9472. The following values were computed from the NAD 83(2011) position.
 AG9472
 AG9472;                    North         East     Units Scale Factor Converg.
 AG9472;SPC FL W     -   255,295.577   196,048.566   MT  0.99994137   -0 01 04.1
 AG9472;SPC FL W     -   837,582.24    643,202.67   sFT  0.99994137   -0 01 04.1
 AG9472;UTM  17      - 2,946,760.833   396,515.576   MT  0.99973221   -0 27 58.3
 AG9472
 AG9472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9472!SPC FL W     -   1.00000360  x   0.99994137  =   0.99994497
 AG9472!UTM  17      -   1.00000360  x   0.99973221  =   0.99973581
 AG9472
 AG9472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9651546760(NAD 83)
 AG9472
 AG9472                          SUPERSEDED SURVEY CONTROL
 AG9472
 AG9472  NAD 83(2007)-  26 38 16.74814(N)    082 02 22.87393(W) AD(2002.00) 0
 AG9472  ELLIP H (02/10/07)  -22.923  (m)                       GP(2002.00)    
 AG9472  NAD 83(1999)-  26 38 16.74840(N)    082 02 22.87433(W) AD(       ) 1
 AG9472  ELLIP H (07/06/01)  -22.919  (m)                       GP(       ) 4 2
 AG9472  NAD 83(1990)-  26 38 16.74669(N)    082 02 22.87355(W) AD(       ) 1
 AG9472  ELLIP H (11/12/93)  -22.861  (m)                       GP(       ) 4 1
 AG9472
 AG9472.Superseded values are not recommended for survey control.
 AG9472
 AG9472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9472.See file dsdata.pdf to determine how the superseded data were derived.
 AG9472
 AG9472_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9472_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AG9472_STAMPING: GPS 01 44 23 17
 AG9472_MARK LOGO: FL-071
 AG9472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9472+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1992
 AG9472
 AG9472  HISTORY     - Date     Condition        Report By
 AG9472  HISTORY     - 1990     MONUMENTED       JOHNSN
 AG9472  HISTORY     - 19920901 GOOD             DENI
 AG9472  HISTORY     - 20060508 MARK NOT FOUND   HOLE
 AG9472  HISTORY     - 20190712 MARK NOT FOUND   FLDEP
 AG9472  HISTORY     - 20250922 MARK NOT FOUND   FL0457
 AG9472
 AG9472                          STATION DESCRIPTION
 AG9472
 AG9472'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9472'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9472'STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF SECTION 17, TWP 44S,
 AG9472'RGE 23E, IN CAPE CORAL, 10.5 MI (16.9 KM) WEST OF FORT MYERS, 2.0 MI
 AG9472'(3.2 KM) NORTHEAST OF MATLACHA, 15 MI (24.1 KM) WEST SOUTHWEST OF THE
 AG9472'JUNCTION OF I-75 AND STATE ROUTE 78/BAYSHORE ROAD, EXIT 26.
 AG9472'STATION IS LOCATED AT THE JUNCTION OF STATE ROUTE 78/PINE ISLAND ROAD
 AG9472'AND BURNT STORE ROAD/COUNTY ROAD 765, IN THE NORTHEAST QUADRANT OF
 AG9472'THE INTERSECTION.
 AG9472'STATION IS 168.5 FT (51.4 M) NORTH OF THE CENTERLINE OF PINE ISLAND
 AG9472'ROAD, 130 FT (39.6 M) EAST OF THE CENTERLINE OF BURNT STORE ROAD,
 AG9472'13.4 FT (4.1 M) NORTHEAST OF A POWER POLE, 9.5 FT (2.9 M) NORTHWEST
 AG9472'OF THE NORTHEAST CORNER OF A WOOD TELEPHONE EQUIPMENT PLATFORM, 111.7
 AG9472'FT (34.0 M) NORTHEAST OF THE CENTER OF THE SOUTH END OF A CONCRETE
 AG9472'CULVERT HEADWALL, 9.7 FT (3.0 M) WEST OF A WITNESS POST.
 AG9472'STATION MARK IS A LEE CO/LB 642 (JOHNSON ENGINEERING, INC.) 3 INCH
 AG9472'BRASS SURVEY CONTROL POINT DISK SET IN TOP OF A 4 INCH SQUARE
 AG9472'CONCRETE POST, 4 INCHES BELOW GROUND LEVEL.
 AG9472
 AG9472                          STATION RECOVERY (2006)
 AG9472
 AG9472'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2006 (BRH)
 AG9472'MARK NOT FOUND.
 AG9472
 AG9472                          STATION RECOVERY (2019)
 AG9472
 AG9472'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 AG9472'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG9472
 AG9472                          STATION RECOVERY (2025)
 AG9472
 AG9472'RECOVERY NOTE BY CITY OF CAPE CORAL PUBLIC WORKS, FL 2025 (AH)
 AG9472'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0144 ***********************************************************************
 BE0144  DESIGNATION -  44 WSM
 BE0144  PID         -  BE0144
 BE0144  STATE/COUNTY-  FL/JACKSON
 BE0144  COUNTRY     -  US
 BE0144  USGS QUAD   -  SILLS (2018)
 BE0144
 BE0144                         *CURRENT SURVEY CONTROL
 BE0144  ______________________________________________________________________
 BE0144* NAD 83(1986) POSITION- 30 53 05.     (N) 085 20 14.     (W)   SCALED
 BE0144* NAVD 88 ORTHO HEIGHT -    38.071 (meters)      124.90  (feet) ADJUSTED
 BE0144  ______________________________________________________________________
 BE0144  GEOID HEIGHT    -        -27.958 (meters)                     GEOID18
 BE0144  DYNAMIC HEIGHT  -         38.022 (meters)      124.74  (feet) COMP
 BE0144  MODELED GRAVITY -    979,365.2   (mgal)                       NAVD 88
 BE0144
 BE0144  VERT ORDER      -  SECOND    CLASS 0
 BE0144
 BE0144.The horizontal coordinates were scaled from a map and have
 BE0144.an estimated accuracy of +/- 6 seconds.
 BE0144
 BE0144.The orthometric height was determined by differential leveling and
 BE0144.adjusted by the NATIONAL GEODETIC SURVEY
 BE0144.in June 1991.
 BE0144
 BE0144.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0144.GEOID18 height accuracy estimate available here.
 BE0144
 BE0144.Click photographs - Photos may exist for this station.
 BE0144
 BE0144.The dynamic height is computed by dividing the NAVD 88
 BE0144.geopotential number by the normal gravity value computed on the
 BE0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0144.degrees latitude (g = 980.6199 gals.).
 BE0144
 BE0144.The modeled gravity was interpolated from observed gravity values.
 BE0144
 BE0144;                    North         East    Units  Estimated Accuracy
 BE0144;SPC FL N     -   209,220.      519,940.      MT  (+/- 180 meters Scaled)
 BE0144
 BE0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV589180(NAD 83)
 BE0144
 BE0144                          SUPERSEDED SURVEY CONTROL
 BE0144
 BE0144  NGVD 29 (??/??/92)   38.186  (m)          125.28   (f) ADJ UNCH    2 0
 BE0144
 BE0144.Superseded values are not recommended for survey control.
 BE0144
 BE0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0144.See file dsdata.pdf to determine how the superseded data were derived.
 BE0144
 BE0144_MARKER: DD = SURVEY DISK
 BE0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0144_STAMPING: 44 WSM 1948 125
 BE0144_MARK LOGO: USGS
 BE0144_PROJECTION: PROJECTING 10 CENTIMETERS
 BE0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0144+STABILITY: SURFACE MOTION
 BE0144
 BE0144  HISTORY     - Date     Condition        Report By
 BE0144  HISTORY     - 1948     MONUMENTED       USGS
 BE0144  HISTORY     - 1964     GOOD             CGS
 BE0144  HISTORY     - 19910508 MARK NOT FOUND   USPSQD
 BE0144  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0144
 BE0144                          STATION DESCRIPTION
 BE0144
 BE0144'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BE0144'6.8 MI SE FROM CAMPBELLTON.
 BE0144'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 231 FROM THE WATER
 BE0144'TANK IN CAMPBELLTON, THENCE EAST 1.8 MILE ALONG STATE ROAD 162,
 BE0144'THENCE SOUTH 0.15 MILE ALONG A DIRT ROAD, 193 FEET SOUTHEAST OF
 BE0144'AND ACROSS THE ROAD FROM THE EAST STONE CHIMNEY OF A YELLOW FRAME
 BE0144'HOUSE, 30 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 10 FEET
 BE0144'NORTHEAST OF A GATE AND 1.5 FOOT SOUTHWEST OF A WITNESS SIGN.
 BE0144'A STANDARD U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A
 BE0144'CONCRETE POST PROJECTING 4 INCHES.
 BE0144
 BE0144                          STATION RECOVERY (1991)
 BE0144
 BE0144'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR)
 BE0144'MARK NOT FOUND.
 BE0144
 BE0144                          STATION RECOVERY (2001)
 BE0144
 BE0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0144'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6761 ***********************************************************************
 DE6761  DESIGNATION -  44 WSM
 DE6761  PID         -  DE6761
 DE6761  STATE/COUNTY-  FL/FLAGLER
 DE6761  COUNTRY     -  US
 DE6761  USGS QUAD   -  CODYS CORNER (2018)
 DE6761
 DE6761                         *CURRENT SURVEY CONTROL
 DE6761  ______________________________________________________________________
 DE6761* NAD 83(1986) POSITION- 29 20 35.58   (N) 081 21 10.30   (W)   HD_HELD1
 DE6761* NAVD 88 ORTHO HEIGHT -     4.345 (meters)       14.26  (feet) ADJUSTED
 DE6761  ______________________________________________________________________
 DE6761  GEOID HEIGHT    -        -28.462 (meters)                     GEOID18
 DE6761  DYNAMIC HEIGHT  -          4.339 (meters)       14.24  (feet) COMP
 DE6761  MODELED GRAVITY -    979,265.3   (mgal)                       NAVD 88
 DE6761
 DE6761  VERT ORDER      -  SECOND    CLASS I
 DE6761
 DE6761.The horizontal coordinates were determined by differentially corrected
 DE6761.hand held GPS observations or other comparable positioning techniques
 DE6761.and have an estimated accuracy of +/- 3 meters.
 DE6761
 DE6761.The orthometric height was determined by differential leveling and
 DE6761.adjusted by the NATIONAL GEODETIC SURVEY
 DE6761.in May 2004.
 DE6761
 DE6761.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6761.GEOID18 height accuracy estimate available here.
 DE6761
 DE6761.Click photographs - Photos may exist for this station.
 DE6761
 DE6761.The dynamic height is computed by dividing the NAVD 88
 DE6761.geopotential number by the normal gravity value computed on the
 DE6761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6761.degrees latitude (g = 980.6199 gals.).
 DE6761
 DE6761.The modeled gravity was interpolated from observed gravity values.
 DE6761
 DE6761;                    North         East    Units  Estimated Accuracy
 DE6761;SPC FL E     -   555,121.2     165,733.7     MT  (+/- 3 meters HH1 GPS) 
 DE6761
 DE6761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN6574546063(NAD 83)
 DE6761
 DE6761                          SUPERSEDED SURVEY CONTROL
 DE6761
 DE6761.No superseded survey control is available for this station.
 DE6761
 DE6761_MARKER: DB = BENCH MARK DISK
 DE6761_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DE6761_SP_SET: HEADWALL
 DE6761_STAMPING: 44 WSM 1961 TT 15 FEET
 DE6761_MARK LOGO: USGS
 DE6761_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6761+STABILITY: SURFACE MOTION
 DE6761_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6761+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 DE6761
 DE6761  HISTORY     - Date     Condition        Report By
 DE6761  HISTORY     - 1961     MONUMENTED       USGS
 DE6761  HISTORY     - 19990320 GOOD             FLDEP
 DE6761  HISTORY     - 20040512 GOOD             FLDEP
 DE6761
 DE6761                          STATION DESCRIPTION
 DE6761
 DE6761'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6761'THE MARK IS ABOUT 9.8 MI (15.8 KM) EAST OF SEVILLE, 2.5 MI (4.0 KM)
 DE6761'WEST OF CODYS CORNER IN SECTION 27, TOWNSHIP 13 SOUTH, RANGE 29 EAST.
 DE6761'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 11 AND COUNTY ROAD
 DE6761'304 IN CODYS CORNER, GO WEST ON COUNTY ROAD 304 FOR 2.5 MI (4.0 KM) TO
 DE6761'THE JUNCTION OF COUNTY ROAD 305 AND THE MARK, SET FLUSH IN THE TOP OF
 DE6761'THE WEST END OF A CONCRETE HEADWALL AND 1.0 FT (0.3 M) BELOW THE LEVEL
 DE6761'OF COUNTY ROAD 305. LOCATED 46.8 FT (14.3 M) NORTHWEST OF A REBAR IN
 DE6761'THE CENTERLINE OF COUNTY ROAD 304 AND 305, 31.5 FT (9.6 M) WEST OF THE
 DE6761'CENTERLINE OF COUNTY ROAD 305, 12.5 FT (3.8 M) SOUTH OF THE
 DE6761'APPROXIMATE CENTERLINE OF A DIRT ROAD LEADING WEST, 5.5 FT (1.7 M)
 DE6761'SOUTHEAST OF THE WEST END OF A METAL GUARDRAIL AND 2.8 FT (0.9 M)
 DE6761'SOUTH OF THE METAL GUARDRAIL.
 DE6761
 DE6761                          STATION RECOVERY (2004)
 DE6761
 DE6761'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 DE6761'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5138 ***********************************************************************
 DM5138  DESIGNATION -  44.52 16TH
 DM5138  PID         -  DM5138
 DM5138  STATE/COUNTY-  FL/SARASOTA
 DM5138  COUNTRY     -  US
 DM5138  USGS QUAD   -  BEE RIDGE (2018)
 DM5138
 DM5138                         *CURRENT SURVEY CONTROL
 DM5138  ______________________________________________________________________
 DM5138* NAD 83(1986) POSITION- 27 15 32.2    (N) 082 26 01.8    (W)   HD_HELD2
 DM5138* NAVD 88 ORTHO HEIGHT -    11.056 (meters)       36.27  (feet) ADJUSTED
 DM5138  ______________________________________________________________________
 DM5138  GEOID HEIGHT    -        -24.288 (meters)                     GEOID18
 DM5138  DYNAMIC HEIGHT  -         11.039 (meters)       36.22  (feet) COMP
 DM5138  MODELED GRAVITY -    979,126.4   (mgal)                       NAVD 88
 DM5138
 DM5138  VERT ORDER      -  FIRST     CLASS II
 DM5138
 DM5138.The horizontal coordinates were established by autonomous hand held GPS
 DM5138.observations and have an estimated accuracy of +/- 10 meters.
 DM5138
 DM5138.The orthometric height was determined by differential leveling and
 DM5138.adjusted by the NATIONAL GEODETIC SURVEY
 DM5138.in March 2011.
 DM5138
 DM5138.No vertical observational check was made to the station.
 DM5138
 DM5138.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5138.GEOID18 height accuracy estimate available here.
 DM5138
 DM5138.Click photographs - Photos may exist for this station.
 DM5138
 DM5138.The dynamic height is computed by dividing the NAVD 88
 DM5138.geopotential number by the normal gravity value computed on the
 DM5138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5138.degrees latitude (g = 980.6199 gals.).
 DM5138
 DM5138.The modeled gravity was interpolated from observed gravity values.
 DM5138
 DM5138;                    North         East    Units  Estimated Accuracy
 DM5138;SPC FL W     -   324,169.      157,041.      MT  (+/- 10 meters HH2 GPS)
 DM5138
 DM5138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5806015929(NAD 83)
 DM5138
 DM5138                          SUPERSEDED SURVEY CONTROL
 DM5138
 DM5138.No superseded survey control is available for this station.
 DM5138
 DM5138_MARKER: DR = REFERENCE MARK DISK
 DM5138_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM5138_STAMPING: 44.52 16TH
 DM5138_MARK LOGO: FL-115
 DM5138_PROJECTION: PROJECTING 30 CENTIMETERS
 DM5138_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5138_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5138+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2009
 DM5138
 DM5138  HISTORY     - Date     Condition        Report By
 DM5138  HISTORY     - UNK      MONUMENTED       FL-115
 DM5138  HISTORY     - 20090501 GOOD             FLDEP
 DM5138
 DM5138                          STATION DESCRIPTION
 DM5138
 DM5138'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM5138'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF SARASOTA, 3.4 MI (5.5
 DM5138'KM) EAST-SOUTHEAST OF BEE RIDGE, IN ESTIMATED SECTION 17, TOWNSHIP 37
 DM5138'SOUTH, RANGE 19 EAST.
 DM5138'
 DM5138'TO REACH THE MARK FROM THE INTERSTATE 75 OVERPASS AND STATE ROAD 72
 DM5138'(CLARK ROAD) ABOUT 5.5 MI (8.8 KM) SOUTHEAST OF SARASOTA, GO EAST ON
 DM5138'STATE ROAD 72 (CLARK ROAD) FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF IBIS
 DM5138'STREET ON THE RIGHT.  TURN RIGHT ON IBIS STREET AND GO SOUTH FOR 0.65
 DM5138'MI (1.0 KM) TO THE JUNCTION OF BAXLEY LANE ON THE LEFT AND THE MARK ON
 DM5138'THE LEFT, SET IN THE TOP OF A 5-INCH (13 CM) SQUARE CONCRETE POST
 DM5138'PROJECTING 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE GROUND AND ABOUT 1.0
 DM5138'FT (0.3 M) ABOVE THE LEVEL OF IBIS STREET.
 DM5138'
 DM5138'LOCATED 28.3 FT (8.6 M) EAST OF THE APPROXIMATE CENTERLINE OF IBIS
 DM5138'STREET, 19.9 FT (6.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF BAXLEY
 DM5138'LANE, 8.4 FT (2.6 M) SOUTH OF A WOODEN POWER POLE NUMBERED 6, 1.7 FT
 DM5138'(0.5 M) SOUTH OF A BARB WIRE FENCE CORNER POST AND 1.6 FT (0.5 M)
 DM5138'SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7678 ***********************************************************************
 AG7678  DESIGNATION -  44.72 M CO
 AG7678  PID         -  AG7678
 AG7678  STATE/COUNTY-  FL/MANATEE
 AG7678  COUNTRY     -  US
 AG7678  USGS QUAD   -  PARRISH (2018)
 AG7678
 AG7678                         *CURRENT SURVEY CONTROL
 AG7678  ______________________________________________________________________
 AG7678* NAD 83(1986) POSITION- 27 33 14.     (N) 082 25 34.     (W)   SCALED
 AG7678* NAVD 88 ORTHO HEIGHT -    13.347 (meters)       43.79  (feet) ADJUSTED
 AG7678  ______________________________________________________________________
 AG7678  GEOID HEIGHT    -        -24.699 (meters)                     GEOID18
 AG7678  DYNAMIC HEIGHT  -         13.327 (meters)       43.72  (feet) COMP
 AG7678  MODELED GRAVITY -    979,140.5   (mgal)                       NAVD 88
 AG7678
 AG7678  VERT ORDER      -  SECOND    CLASS I
 AG7678
 AG7678.The horizontal coordinates were scaled from a map and have
 AG7678.an estimated accuracy of +/- 6 seconds.
 AG7678
 AG7678.The orthometric height was determined by differential leveling and
 AG7678.adjusted by the NATIONAL GEODETIC SURVEY
 AG7678.in June 1991.
 AG7678
 AG7678.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7678.GEOID18 height accuracy estimate available here.
 AG7678
 AG7678.Click photographs - Photos may exist for this station.
 AG7678
 AG7678.The dynamic height is computed by dividing the NAVD 88
 AG7678.geopotential number by the normal gravity value computed on the
 AG7678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7678.degrees latitude (g = 980.6199 gals.).
 AG7678
 AG7678.The modeled gravity was interpolated from observed gravity values.
 AG7678
 AG7678;                    North         East    Units  Estimated Accuracy
 AG7678;SPC FL W     -   356,850.      157,920.      MT  (+/- 180 meters Scaled)
 AG7678
 AG7678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL591485(NAD 83)
 AG7678
 AG7678                          SUPERSEDED SURVEY CONTROL
 AG7678
 AG7678.No superseded survey control is available for this station.
 AG7678
 AG7678_MARKER: DB = BENCH MARK DISK
 AG7678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7678_STAMPING: ELEV. 44.72
 AG7678_MARK LOGO: FL-081
 AG7678_PROJECTION: FLUSH
 AG7678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7678+STABILITY: SURFACE MOTION
 AG7678
 AG7678  HISTORY     - Date     Condition        Report By
 AG7678  HISTORY     - UNK      MONUMENTED       FL-081
 AG7678  HISTORY     - 1983     GOOD             FLDNR
 AG7678  HISTORY     - 20081106 GOOD             FL-081
 AG7678
 AG7678                          STATION DESCRIPTION
 AG7678
 AG7678'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7678'2.4 MI SOUTH FROM PARRISH.
 AG7678'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7678'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7678'1.2 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK BEARS 40
 AG7678'FEET EAST OF THE CENTERLINE OF FORT HAMER ROAD, 14 FEET NORTH OF A
 AG7678'FENCE CORNER, NORTH OF THE DRIVE TO HOUSE 216, AND NEXT TO A BARBED
 AG7678'WIRE FENCE.
 AG7678'THE MARK IS 1 FT ABOVE ROAD.
 AG7678
 AG7678                          STATION RECOVERY (2008)
 AG7678
 AG7678'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7678'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7059 ***********************************************************************
 AG7059  DESIGNATION -  440 FLDT
 AG7059  PID         -  AG7059
 AG7059  STATE/COUNTY-  FL/PINELLAS
 AG7059  COUNTRY     -  US
 AG7059  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7059
 AG7059                         *CURRENT SURVEY CONTROL
 AG7059  ______________________________________________________________________
 AG7059* NAD 83(1986) POSITION- 27 47 12.     (N) 082 43 15.     (W)   SCALED
 AG7059* NAVD 88 ORTHO HEIGHT -     5.310 (meters)       17.42  (feet) ADJUSTED
 AG7059  ______________________________________________________________________
 AG7059  GEOID HEIGHT    -        -24.432 (meters)                     GEOID18
 AG7059  DYNAMIC HEIGHT  -          5.302 (meters)       17.40  (feet) COMP
 AG7059  MODELED GRAVITY -    979,177.1   (mgal)                       NAVD 88
 AG7059
 AG7059  VERT ORDER      -  SECOND    CLASS II
 AG7059
 AG7059.The horizontal coordinates were scaled from a map and have
 AG7059.an estimated accuracy of +/- 6 seconds.
 AG7059
 AG7059.The orthometric height was determined by differential leveling and
 AG7059.adjusted by the NATIONAL GEODETIC SURVEY
 AG7059.in June 1991.
 AG7059
 AG7059.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7059.GEOID18 height accuracy estimate available here.
 AG7059
 AG7059.Click photographs - Photos may exist for this station.
 AG7059
 AG7059.The dynamic height is computed by dividing the NAVD 88
 AG7059.geopotential number by the normal gravity value computed on the
 AG7059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7059.degrees latitude (g = 980.6199 gals.).
 AG7059
 AG7059.The modeled gravity was interpolated from observed gravity values.
 AG7059
 AG7059;                    North         East    Units  Estimated Accuracy
 AG7059;SPC FL W     -   382,780.      128,960.      MT  (+/- 180 meters Scaled)
 AG7059
 AG7059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL304747(NAD 83)
 AG7059
 AG7059                          SUPERSEDED SURVEY CONTROL
 AG7059
 AG7059  NGVD 29 (??/??/92)    5.579  (m)           18.30   (f) ADJ UNCH    2 2
 AG7059
 AG7059.Superseded values are not recommended for survey control.
 AG7059
 AG7059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7059.See file dsdata.pdf to determine how the superseded data were derived.
 AG7059
 AG7059_MARKER: DB = BENCH MARK DISK
 AG7059_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7059_SP_SET: SIDEWALK
 AG7059_STAMPING: 440
 AG7059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7059
 AG7059  HISTORY     - Date     Condition        Report By
 AG7059  HISTORY     - UNK      MONUMENTED       FLDT
 AG7059  HISTORY     - 1977     GOOD             FL-103
 AG7059  HISTORY     - 19980205 GOOD             USPSQD
 AG7059
 AG7059                          STATION DESCRIPTION
 AG7059
 AG7059'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7059'IN ST PETERSBURG.
 AG7059'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7059'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN NORTH AND
 AG7059'NORTHWESTERLY ON U.S. ALT. HWY. 19 FOR 0.85 MILE TO THE INTERSECTION
 AG7059'OF 17TH AVE. N. STATION ON RIGHT, 77.0 FT. N.E. OF THE CENTERLINE OF
 AG7059'TYRONE BLVD., 28.1 FT. S.E. OF THE CENTERLINE OF 17TH AVE. N., 1.8 FT.
 AG7059'N.N.E. OF THE CENTERLINE OF A MANHOLE COVER. SET IN THE TOP OF A
 AG7059'CONCRETE INLET.
 AG7059
 AG7059                          STATION RECOVERY (1998)
 AG7059
 AG7059'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7061 ***********************************************************************
 AG7061  DESIGNATION -  441 FLDT
 AG7061  PID         -  AG7061
 AG7061  STATE/COUNTY-  FL/PINELLAS
 AG7061  COUNTRY     -  US
 AG7061  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7061
 AG7061                         *CURRENT SURVEY CONTROL
 AG7061  ______________________________________________________________________
 AG7061* NAD 83(1986) POSITION- 27 47 24.     (N) 082 43 32.     (W)   SCALED
 AG7061* NAVD 88 ORTHO HEIGHT -     5.510 (meters)       18.08  (feet) ADJUSTED
 AG7061  ______________________________________________________________________
 AG7061  GEOID HEIGHT    -        -24.430 (meters)                     GEOID18
 AG7061  DYNAMIC HEIGHT  -          5.502 (meters)       18.05  (feet) COMP
 AG7061  MODELED GRAVITY -    979,177.4   (mgal)                       NAVD 88
 AG7061
 AG7061  VERT ORDER      -  SECOND    CLASS II
 AG7061
 AG7061.The horizontal coordinates were scaled from a map and have
 AG7061.an estimated accuracy of +/- 6 seconds.
 AG7061
 AG7061.The orthometric height was determined by differential leveling and
 AG7061.adjusted by the NATIONAL GEODETIC SURVEY
 AG7061.in June 1991.
 AG7061
 AG7061.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7061.GEOID18 height accuracy estimate available here.
 AG7061
 AG7061.Click photographs - Photos may exist for this station.
 AG7061
 AG7061.The dynamic height is computed by dividing the NAVD 88
 AG7061.geopotential number by the normal gravity value computed on the
 AG7061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7061.degrees latitude (g = 980.6199 gals.).
 AG7061
 AG7061.The modeled gravity was interpolated from observed gravity values.
 AG7061
 AG7061;                    North         East    Units  Estimated Accuracy
 AG7061;SPC FL W     -   383,150.      128,500.      MT  (+/- 180 meters Scaled)
 AG7061
 AG7061_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL299751(NAD 83)
 AG7061
 AG7061                          SUPERSEDED SURVEY CONTROL
 AG7061
 AG7061  NGVD 29 (??/??/92)    5.778  (m)           18.96   (f) ADJ UNCH    2 2
 AG7061
 AG7061.Superseded values are not recommended for survey control.
 AG7061
 AG7061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7061.See file dsdata.pdf to determine how the superseded data were derived.
 AG7061
 AG7061_MARKER: DB = BENCH MARK DISK
 AG7061_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7061_SP_SET: CURB
 AG7061_STAMPING: 441
 AG7061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7061
 AG7061  HISTORY     - Date     Condition        Report By
 AG7061  HISTORY     - UNK      MONUMENTED       FLDT
 AG7061  HISTORY     - 1977     GOOD             FL-103
 AG7061  HISTORY     - 19980205 GOOD             USPSQD
 AG7061  HISTORY     - 20041112 GOOD             POLASS
 AG7061  HISTORY     - 20081015 GOOD             PINCPW
 AG7061
 AG7061                          STATION DESCRIPTION
 AG7061
 AG7061'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7061'IN ST PETERSBURG.
 AG7061'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7061'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN NORTH AND
 AG7061'NORTHWESTERLY ON U.S. ALT. HWY. 19 FOR 1.05 MILES TO THE INTERSECTION
 AG7061'OF 18TH AVE. N. STATION ON RIGHT, 74.9 FT. N.E. OF THE CENTERLINE OF
 AG7061'TYRONE BLVD., 45.5 FT. S.E. OF THE CENTERLINE OF 18TH AVE. N., 2.3
 AG7061'FT. EAST OF THE CENTERLINE OF A MANHOLE COVER. SET IN THE TOP OF A
 AG7061'CONCRETE INLET.
 AG7061
 AG7061                          STATION RECOVERY (1998)
 AG7061
 AG7061'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7061'RECOVERED IN GOOD CONDITION.
 AG7061
 AG7061                          STATION RECOVERY (2004)
 AG7061
 AG7061'RECOVERY NOTE BY POLARIS ASSOCIATES 2004 (CP)
 AG7061'STABLE CONDITION
 AG7061
 AG7061                          STATION RECOVERY (2008)
 AG7061
 AG7061'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (PL)
 AG7061'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7062 ***********************************************************************
 AG7062  DESIGNATION -  442 FLDT
 AG7062  PID         -  AG7062
 AG7062  STATE/COUNTY-  FL/PINELLAS
 AG7062  COUNTRY     -  US
 AG7062  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7062
 AG7062                         *CURRENT SURVEY CONTROL
 AG7062  ______________________________________________________________________
 AG7062* NAD 83(1986) POSITION- 27 47 26.     (N) 082 43 33.     (W)   SCALED
 AG7062* NAVD 88 ORTHO HEIGHT -     4.819 (meters)       15.81  (feet) ADJUSTED
 AG7062  ______________________________________________________________________
 AG7062  GEOID HEIGHT    -        -24.430 (meters)                     GEOID18
 AG7062  DYNAMIC HEIGHT  -          4.812 (meters)       15.79  (feet) COMP
 AG7062  MODELED GRAVITY -    979,177.5   (mgal)                       NAVD 88
 AG7062
 AG7062  VERT ORDER      -  SECOND    CLASS II
 AG7062
 AG7062.The horizontal coordinates were scaled from a map and have
 AG7062.an estimated accuracy of +/- 6 seconds.
 AG7062
 AG7062.The orthometric height was determined by differential leveling and
 AG7062.adjusted by the NATIONAL GEODETIC SURVEY
 AG7062.in June 1991.
 AG7062
 AG7062.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7062.GEOID18 height accuracy estimate available here.
 AG7062
 AG7062.Click photographs - Photos may exist for this station.
 AG7062
 AG7062.The dynamic height is computed by dividing the NAVD 88
 AG7062.geopotential number by the normal gravity value computed on the
 AG7062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7062.degrees latitude (g = 980.6199 gals.).
 AG7062
 AG7062.The modeled gravity was interpolated from observed gravity values.
 AG7062
 AG7062;                    North         East    Units  Estimated Accuracy
 AG7062;SPC FL W     -   383,210.      128,470.      MT  (+/- 180 meters Scaled)
 AG7062
 AG7062_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL299751(NAD 83)
 AG7062
 AG7062                          SUPERSEDED SURVEY CONTROL
 AG7062
 AG7062  NGVD 29 (??/??/92)    5.087  (m)           16.69   (f) ADJ UNCH    2 2
 AG7062
 AG7062.Superseded values are not recommended for survey control.
 AG7062
 AG7062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7062.See file dsdata.pdf to determine how the superseded data were derived.
 AG7062
 AG7062_MARKER: DB = BENCH MARK DISK
 AG7062_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7062_SP_SET: HEADWALL
 AG7062_STAMPING: 442
 AG7062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7062
 AG7062  HISTORY     - Date     Condition        Report By
 AG7062  HISTORY     - UNK      MONUMENTED       FLDT
 AG7062  HISTORY     - 1977     GOOD             FL-103
 AG7062  HISTORY     - 19980205 GOOD             USPSQD
 AG7062
 AG7062                          STATION DESCRIPTION
 AG7062
 AG7062'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7062'IN ST PETERSBURG.
 AG7062'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7062'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN NORTH AND
 AG7062'NORTHWESTERLY ON U.S. ALT. HWY. 19 FOR 1.15 MILES TO THE INTERSECTION
 AG7062'OF 19TH AVE. N. STATION ON RIGHT, 81.6 FT. N.E. OF THE CENTERLINE OF
 AG7062'TYRONE BLVD., 49.8 FT. N.W. OF THE CENTERLINE OF 19TH AVE. N., 11.6
 AG7062'FT. EAST OF THE CENTERLINE OF A MANHOLE COVER, 11.0 FT. N.W. OF THE
 AG7062'S.E. END OF A CONCRETE HEADWALL. SET IN THE TOP OF A CONCRETE
 AG7062'HEADWALL.
 AG7062
 AG7062                          STATION RECOVERY (1998)
 AG7062
 AG7062'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7062'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI6458 ***********************************************************************
 DI6458  DESIGNATION -  443
 DI6458  PID         -  DI6458
 DI6458  STATE/COUNTY-  FL/POLK
 DI6458  COUNTRY     -  US
 DI6458  USGS QUAD   -  BRANCHBOROUGH (2018)
 DI6458
 DI6458                         *CURRENT SURVEY CONTROL
 DI6458  ______________________________________________________________________
 DI6458* NAD 83(1986) POSITION- 28 18 44.     (N) 082 03 20.     (W)   SCALED
 DI6458* NAVD 88 ORTHO HEIGHT -    29.399 (meters)       96.45  (feet) ADJUSTED
 DI6458  ______________________________________________________________________
 DI6458  GEOID HEIGHT    -        -26.590 (meters)                     GEOID18
 DI6458  DYNAMIC HEIGHT  -         29.356 (meters)       96.31  (feet) COMP
 DI6458  MODELED GRAVITY -    979,182.9   (mgal)                       NAVD 88
 DI6458
 DI6458  VERT ORDER      -  SECOND    CLASS I
 DI6458
 DI6458.The horizontal coordinates were scaled from a map and have
 DI6458.an estimated accuracy of +/- 6 seconds.
 DI6458
 DI6458.The orthometric height was determined by differential leveling and
 DI6458.adjusted by the NATIONAL GEODETIC SURVEY
 DI6458.in September 2007.
 DI6458
 DI6458.No vertical observational check was made to the station.
 DI6458
 DI6458.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI6458.GEOID18 height accuracy estimate available here.
 DI6458
 DI6458.Click photographs - Photos may exist for this station.
 DI6458
 DI6458.The dynamic height is computed by dividing the NAVD 88
 DI6458.geopotential number by the normal gravity value computed on the
 DI6458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI6458.degrees latitude (g = 980.6199 gals.).
 DI6458
 DI6458.The modeled gravity was interpolated from observed gravity values.
 DI6458
 DI6458;                    North         East    Units  Estimated Accuracy
 DI6458;SPC FL W     -   440,810.      194,550.      MT  (+/- 180 meters Scaled)
 DI6458
 DI6458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM965322(NAD 83)
 DI6458
 DI6458                          SUPERSEDED SURVEY CONTROL
 DI6458
 DI6458.No superseded survey control is available for this station.
 DI6458
 DI6458_MARKER: DD = SURVEY DISK
 DI6458_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI6458_SP_SET: BRIDGE WALKWAY
 DI6458_STAMPING: BM 443
 DI6458_MARK LOGO: FLDT
 DI6458_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI6458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI6458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI6458+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 DI6458
 DI6458  HISTORY     - Date     Condition        Report By
 DI6458  HISTORY     - UNK      MONUMENTED       FLDT
 DI6458  HISTORY     - 20050722 GOOD             FLDEP
 DI6458
 DI6458                          STATION DESCRIPTION
 DI6458
 DI6458'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI6458'THE MARK IS ABOUT 20.9 MI NORTHWEST OF LAKELAND, 16.9 MI SOUTH OF
 DI6458'TARRYTOWN, IN SECTION  18, TOWNSHIP 25 SOUTH, RANGE 23 EAST.
 DI6458'
 DI6458'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND STATE
 DI6458'HIGHWAY 471 ABOUT 16.0  MI NORTHWEST OF LAKELAND, GO NORTH ON STATE
 DI6458'HIGHWAY 471 FOR 4.45 MI TO THE SOUTH END  OF THE WITHLACOOCHEE RIVER
 DI6458'BRIDGE AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF  THE
 DI6458'SOUTHEAST CORNER OF THE BRIDGE WALKWAY ABOUT 1.0 FT ABOVE THE LEVEL OF
 DI6458'STATE  HIGHWAY 471.
 DI6458'
 DI6458'LOCATED 15.6 FT EAST OF THE CENTERLINE OF STATE HIGHWAY 471, 2.7 FT
 DI6458'WEST OF THE MOST EAST  BRIDGE RAIL (SET OF TWO BRIDGE RAIL), 1.1 FT
 DI6458'EAST OF A METAL GUARD RAILS AND 0.4 FT EAST OF  THE SOUTHEAST FACE OF
 DI6458'THE FIRST BRIDGE RAIL LEADING EAST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7063 ***********************************************************************
 AG7063  DESIGNATION -  443 FLDT
 AG7063  PID         -  AG7063
 AG7063  STATE/COUNTY-  FL/PINELLAS
 AG7063  COUNTRY     -  US
 AG7063  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7063
 AG7063                         *CURRENT SURVEY CONTROL
 AG7063  ______________________________________________________________________
 AG7063* NAD 83(1986) POSITION- 27 47 30.     (N) 082 43 37.     (W)   SCALED
 AG7063* NAVD 88 ORTHO HEIGHT -     5.467 (meters)       17.94  (feet) ADJUSTED
 AG7063  ______________________________________________________________________
 AG7063  GEOID HEIGHT    -        -24.430 (meters)                     GEOID18
 AG7063  DYNAMIC HEIGHT  -          5.459 (meters)       17.91  (feet) COMP
 AG7063  MODELED GRAVITY -    979,177.6   (mgal)                       NAVD 88
 AG7063
 AG7063  VERT ORDER      -  SECOND    CLASS II
 AG7063
 AG7063.The horizontal coordinates were scaled from a map and have
 AG7063.an estimated accuracy of +/- 6 seconds.
 AG7063
 AG7063.The orthometric height was determined by differential leveling and
 AG7063.adjusted by the NATIONAL GEODETIC SURVEY
 AG7063.in June 1991.
 AG7063
 AG7063.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7063.GEOID18 height accuracy estimate available here.
 AG7063
 AG7063.Click photographs - Photos may exist for this station.
 AG7063
 AG7063.The dynamic height is computed by dividing the NAVD 88
 AG7063.geopotential number by the normal gravity value computed on the
 AG7063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7063.degrees latitude (g = 980.6199 gals.).
 AG7063
 AG7063.The modeled gravity was interpolated from observed gravity values.
 AG7063
 AG7063;                    North         East    Units  Estimated Accuracy
 AG7063;SPC FL W     -   383,340.      128,360.      MT  (+/- 180 meters Scaled)
 AG7063
 AG7063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298753(NAD 83)
 AG7063
 AG7063                          SUPERSEDED SURVEY CONTROL
 AG7063
 AG7063  NGVD 29 (??/??/92)    5.735  (m)           18.82   (f) ADJ UNCH    2 2
 AG7063
 AG7063.Superseded values are not recommended for survey control.
 AG7063
 AG7063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7063.See file dsdata.pdf to determine how the superseded data were derived.
 AG7063
 AG7063_MARKER: DB = BENCH MARK DISK
 AG7063_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7063_SP_SET: CURB
 AG7063_STAMPING: 443
 AG7063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7063
 AG7063  HISTORY     - Date     Condition        Report By
 AG7063  HISTORY     - UNK      MONUMENTED       FLDT
 AG7063  HISTORY     - 1977     GOOD             FL-103
 AG7063  HISTORY     - 19980205 GOOD             USPSQD
 AG7063  HISTORY     - 20081015 GOOD             PINCPW
 AG7063
 AG7063                          STATION DESCRIPTION
 AG7063
 AG7063'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7063'IN ST PETERSBURG.
 AG7063'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. HWY. 19 SR 595
 AG7063'59TH ST. N. TYRONE BLVD. AND SR 595 5TH AVE. N., RUN NORTH AND
 AG7063'NORTHWESTERLY ON U.S. ALT. HWY. 19 FOR 1.30 MILES. STATION ON RIGHT
 AG7063'72.1 FT. N.E. OF THE CENTERLINE OF TYRONE BLVD., 33.1 FT. E.N.E. OF A
 AG7063'CONCRETE LIGHT POLE NUMBER 1-63832, 1.8 FT. EAST OF THE CENTERLINE OF
 AG7063'MANHOLE COVER. SET IN THE TOP OF A CONCRETE INLET.
 AG7063
 AG7063                          STATION RECOVERY (1998)
 AG7063
 AG7063'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7063'RECOVERED IN GOOD CONDITION.
 AG7063
 AG7063                          STATION RECOVERY (2008)
 AG7063
 AG7063'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (PL)
 AG7063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7095 ***********************************************************************
 AG7095  DESIGNATION -  444
 AG7095  PID         -  AG7095
 AG7095  STATE/COUNTY-  FL/PINELLAS
 AG7095  COUNTRY     -  US
 AG7095  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7095
 AG7095                         *CURRENT SURVEY CONTROL
 AG7095  ______________________________________________________________________
 AG7095* NAD 83(1986) POSITION- 27 44 56.     (N) 082 37 48.     (W)   SCALED
 AG7095* NAVD 88 ORTHO HEIGHT -     1.501 (meters)        4.92  (feet) ADJUSTED
 AG7095  ______________________________________________________________________
 AG7095  GEOID HEIGHT    -        -24.523 (meters)                     GEOID18
 AG7095  DYNAMIC HEIGHT  -          1.499 (meters)        4.92  (feet) COMP
 AG7095  MODELED GRAVITY -    979,171.4   (mgal)                       NAVD 88
 AG7095
 AG7095  VERT ORDER      -  SECOND    CLASS II
 AG7095
 AG7095.The horizontal coordinates were scaled from a map and have
 AG7095.an estimated accuracy of +/- 6 seconds.
 AG7095
 AG7095.The orthometric height was determined by differential leveling and
 AG7095.adjusted by the NATIONAL GEODETIC SURVEY
 AG7095.in June 1991.
 AG7095
 AG7095.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7095.GEOID18 height accuracy estimate available here.
 AG7095
 AG7095.Click photographs - Photos may exist for this station.
 AG7095
 AG7095.The dynamic height is computed by dividing the NAVD 88
 AG7095.geopotential number by the normal gravity value computed on the
 AG7095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7095.degrees latitude (g = 980.6199 gals.).
 AG7095
 AG7095.The modeled gravity was interpolated from observed gravity values.
 AG7095
 AG7095;                    North         East    Units  Estimated Accuracy
 AG7095;SPC FL W     -   378,540.      137,890.      MT  (+/- 180 meters Scaled)
 AG7095
 AG7095_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL393704(NAD 83)
 AG7095
 AG7095                          SUPERSEDED SURVEY CONTROL
 AG7095
 AG7095  NGVD 29 (??/??/92)    1.773  (m)            5.82   (f) ADJ UNCH    2 2
 AG7095
 AG7095.Superseded values are not recommended for survey control.
 AG7095
 AG7095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7095.See file dsdata.pdf to determine how the superseded data were derived.
 AG7095
 AG7095_MARKER: DD = SURVEY DISK
 AG7095_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7095_SP_SET: HEADWALL
 AG7095_STAMPING: 444
 AG7095_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7095
 AG7095  HISTORY     - Date     Condition        Report By
 AG7095  HISTORY     - 1977     MONUMENTED       FL-103
 AG7095  HISTORY     - 20031027 MARK NOT FOUND   USPSQD
 AG7095  HISTORY     - 20061103 MARK NOT FOUND   USPSQD
 AG7095
 AG7095                          STATION DESCRIPTION
 AG7095
 AG7095'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7095'IN ST PETERSBURG.
 AG7095'TO REACH THE STATION FROM THE INTERSECTION OF 4TH ST. N. SR 687 AND
 AG7095'5TH AVE. N. SR 595, RUN SOUTHERLY ON 4TH ST. N. FOR 2.05 MILES TO THE
 AG7095'INTERSECTION OF 22ND AVE. S. TURN LEFT ON 22ND AVE. S. AND RUN
 AG7095'EASTERLY FOR 0.45 MILE TO BEACH DR. S.E. STATION TO THE EAST, 33.5 FT.
 AG7095'NORTH OF THE EXTENDED CENTERLINE OF 22ND AVE. S., 173.6 FT. EAST OF
 AG7095'THE CENTERLINE OF BEACH DR. S.E., 41.6 FT. N.E. OF A POWER POLE NUMBER
 AG7095'1-92077, 0.5 FT. N.W. OF THE S.E. END OF A CONCRETE HEADWALL. SET IN
 AG7095'THE TOP OF A CONCRETE HEADWALL.
 AG7095
 AG7095                          STATION RECOVERY (2003)
 AG7095
 AG7095'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG7095'THE SEAWALL IS TOTALLY COVERED WITH EARTH AND HEAVILY OVERGROWN.  NO
 AG7095'ATTEMPT WAS MADE TO UNCOVER THE HEADWALL.
 AG7095
 AG7095                          STATION RECOVERY (2006)
 AG7095
 AG7095'RECOVERY NOTE BY US POWER SQUADRON 2006 (KNB)
 AG7095'TGE ENTIRE HEADWALL, HEAVILY OVERGROWN, WAS UNCOVERED BUT THERE IS NO
 AG7095'SIGN OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7288 ***********************************************************************
 AG7288  DESIGNATION -  445=I 275 D 1 FLDT
 AG7288  PID         -  AG7288
 AG7288  STATE/COUNTY-  FL/PINELLAS
 AG7288  COUNTRY     -  US
 AG7288  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7288
 AG7288                         *CURRENT SURVEY CONTROL
 AG7288  ______________________________________________________________________
 AG7288* NAD 83(1986) POSITION- 27 49 17.     (N) 082 39 50.     (W)   SCALED
 AG7288* NAVD 88 ORTHO HEIGHT -    16.069 (meters)       52.72  (feet) ADJUSTED
 AG7288  ______________________________________________________________________
 AG7288  GEOID HEIGHT    -        -24.564 (meters)                     GEOID18
 AG7288  DYNAMIC HEIGHT  -         16.045 (meters)       52.64  (feet) COMP
 AG7288  MODELED GRAVITY -    979,178.7   (mgal)                       NAVD 88
 AG7288
 AG7288  VERT ORDER      -  SECOND    CLASS I
 AG7288
 AG7288.The horizontal coordinates were scaled from a map and have
 AG7288.an estimated accuracy of +/- 6 seconds.
 AG7288
 AG7288.The orthometric height was determined by differential leveling and
 AG7288.adjusted by the NATIONAL GEODETIC SURVEY
 AG7288.in June 1991.
 AG7288
 AG7288.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7288.GEOID18 height accuracy estimate available here.
 AG7288
 AG7288.Click photographs - Photos may exist for this station.
 AG7288
 AG7288.The dynamic height is computed by dividing the NAVD 88
 AG7288.geopotential number by the normal gravity value computed on the
 AG7288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7288.degrees latitude (g = 980.6199 gals.).
 AG7288
 AG7288.The modeled gravity was interpolated from observed gravity values.
 AG7288
 AG7288;                    North         East    Units  Estimated Accuracy
 AG7288;SPC FL W     -   386,590.      134,590.      MT  (+/- 180 meters Scaled)
 AG7288
 AG7288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL361785(NAD 83)
 AG7288
 AG7288                          SUPERSEDED SURVEY CONTROL
 AG7288
 AG7288  NGVD 29 (??/??/92)   16.327  (m)           53.57   (f) ADJ UNCH    2 1
 AG7288
 AG7288.Superseded values are not recommended for survey control.
 AG7288
 AG7288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7288.See file dsdata.pdf to determine how the superseded data were derived.
 AG7288
 AG7288_MARKER: DD = SURVEY DISK
 AG7288_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7288_SP_SET: CONCRETE GUARDRAIL
 AG7288_STAMPING: 445 I275 D1
 AG7288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7288+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2006
 AG7288
 AG7288  HISTORY     - Date     Condition        Report By
 AG7288  HISTORY     - UNK      MONUMENTED       FLDT
 AG7288  HISTORY     - 1975     GOOD             FLDT
 AG7288  HISTORY     - 1977     GOOD             FL-103
 AG7288  HISTORY     - 20011230 GOOD             USPSQD
 AG7288  HISTORY     - 20060308 GOOD             USPSQD
 AG7288  HISTORY     - 20080925 GOOD             PINCPW
 AG7288
 AG7288                          STATION DESCRIPTION
 AG7288
 AG7288'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG7288'IN ST PETERSBURG.
 AG7288'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND GANDY BOULEVARD,
 AG7288'ABOUT 3 MILES SOUTHWEST OF THE SOUTHWEST END OF GANDY CAUSEWAY OVER
 AG7288'TAMPA BAY, GO SOUTHERLY ON INTERSTATE ROUTE 275 FOR 2.2 MILES TO THE
 AG7288'54TH AVENUE NORTH BRIDGE OVER INTERSTATE ROUTE 275. THE MARK IS IN THE
 AG7288'NORTH CONCRETE GUARDRAIL. IT IS 35 FT. NORTH OF THE CENTERLINE OF
 AG7288'WESTBOUND LANE OF 54TH AVENUE NORTH, 20 FT. WEST OF THE NORTHEAST
 AG7288'CORNER OF THE CONCRETE GUARDRAIL, 12.8 FT. SOUTHWEST OF THE WEST END
 AG7288'OF A CHAIN LINK FENCE AND 5.6 FT. SOUTH OF AN ALUMINUM SAFETY FENCE.
 AG7288'THE MARK IS 3 FT ABOVE HIGHWAY.
 AG7288
 AG7288                          STATION RECOVERY (1977)
 AG7288
 AG7288'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG7288'TO REACH THE STATION FROM THE INTERSECTION OF SR 687 4TH ST. AND SR
 AG7288'686 ROOSEVELT BLVD., RUN SOUTHERLY ON 4TH ST. FOR 3.00 MILES TO THE
 AG7288'INTERSECTION OF 54TH AVE. N. TURN RIGHT AND RUN WESTERLY ON 54TH AVE.
 AG7288'N. FOR 1.60 MILES TO THE INTERSECTION OF I 275 OVERPASS. STATION ON
 AG7288'RIGHT, N.E. CORNER OF OVERPASS, 20.1 FT. WEST OF THE EAST ABUTMENT OF
 AG7288'I 275 OVERPASS. SET IN THE TOP OF A CONCRETE GUARD WALL.
 AG7288
 AG7288                          STATION RECOVERY (2001)
 AG7288
 AG7288'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCK)
 AG7288'RECOVERED IN GOOD CONDITION.
 AG7288
 AG7288                          STATION RECOVERY (2006)
 AG7288
 AG7288'RECOVERY NOTE BY US POWER SQUADRON 2006 (DFR)
 AG7288'RECOVERED IN GOOD CONDITION.
 AG7288
 AG7288                          STATION RECOVERY (2008)
 AG7288
 AG7288'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG7288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7287 ***********************************************************************
 AG7287  DESIGNATION -  446=I 275 C 1 FLDT
 AG7287  PID         -  AG7287
 AG7287  STATE/COUNTY-  FL/PINELLAS
 AG7287  COUNTRY     -  US
 AG7287  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7287
 AG7287                         *CURRENT SURVEY CONTROL
 AG7287  ______________________________________________________________________
 AG7287* NAD 83(1986) POSITION- 27 49 15.     (N) 082 39 53.     (W)   SCALED
 AG7287* NAVD 88 ORTHO HEIGHT -    16.229 (meters)       53.24  (feet) ADJUSTED
 AG7287  ______________________________________________________________________
 AG7287  GEOID HEIGHT    -        -24.562 (meters)                     GEOID18
 AG7287  DYNAMIC HEIGHT  -         16.205 (meters)       53.17  (feet) COMP
 AG7287  MODELED GRAVITY -    979,178.7   (mgal)                       NAVD 88
 AG7287
 AG7287  VERT ORDER      -  SECOND    CLASS I
 AG7287
 AG7287.The horizontal coordinates were scaled from a map and have
 AG7287.an estimated accuracy of +/- 6 seconds.
 AG7287
 AG7287.The orthometric height was determined by differential leveling and
 AG7287.adjusted by the NATIONAL GEODETIC SURVEY
 AG7287.in June 1991.
 AG7287
 AG7287.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7287.GEOID18 height accuracy estimate available here.
 AG7287
 AG7287.Click photographs - Photos may exist for this station.
 AG7287
 AG7287.The dynamic height is computed by dividing the NAVD 88
 AG7287.geopotential number by the normal gravity value computed on the
 AG7287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7287.degrees latitude (g = 980.6199 gals.).
 AG7287
 AG7287.The modeled gravity was interpolated from observed gravity values.
 AG7287
 AG7287;                    North         East    Units  Estimated Accuracy
 AG7287;SPC FL W     -   386,530.      134,510.      MT  (+/- 180 meters Scaled)
 AG7287
 AG7287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL360784(NAD 83)
 AG7287
 AG7287                          SUPERSEDED SURVEY CONTROL
 AG7287
 AG7287  NGVD 29 (??/??/92)   16.487  (m)           54.09   (f) ADJ UNCH    2 1
 AG7287
 AG7287.Superseded values are not recommended for survey control.
 AG7287
 AG7287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7287.See file dsdata.pdf to determine how the superseded data were derived.
 AG7287
 AG7287_MARKER: DD = SURVEY DISK
 AG7287_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7287_SP_SET: CONCRETE GUARDRAIL
 AG7287_STAMPING: 446 I275 C1
 AG7287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7287+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2008
 AG7287
 AG7287  HISTORY     - Date     Condition        Report By
 AG7287  HISTORY     - UNK      MONUMENTED       FLDT
 AG7287  HISTORY     - 1975     GOOD             FLDT
 AG7287  HISTORY     - 1977     GOOD             FL-103
 AG7287  HISTORY     - 20011230 GOOD             USPSQD
 AG7287  HISTORY     - 20060308 GOOD             USPSQD
 AG7287  HISTORY     - 20080925 GOOD             PINCPW
 AG7287
 AG7287                          STATION DESCRIPTION
 AG7287
 AG7287'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG7287'IN ST PETERSBURG.
 AG7287'FROM THE INTERSECTION OF INTERSTATE ROUTE 275 AND GANDY BOULEVARD,
 AG7287'ABOUT 3 MILES SOUTHWEST OF THE SOUTHWEST END OF GANDY CAUSEWAY OVER
 AG7287'TAMPA BAY, GO SOUTHERLY ON INTERSTATE ROUTE 275 FOR 2.2 MILES TO THE
 AG7287'54TH AVENUE NORTH BRIDGE OVER INTERSTATE ROUTE 275. THE MARK IS IN THE
 AG7287'WEST END OF THE SOUTH CONCRETE GUARDRAIL. IT IS 29.6 FT. SOUTH OF THE
 AG7287'CENTERLINE OF EASTBOUND LANE OF 54TH AVENUE NORTH, 22 FT. EAST OF THE
 AG7287'WEST END OF THE CONCRETE GUARDRAIL, 12 FT. NORTHEAST OF THE EAST END
 AG7287'OF A CHAIN LINK FENCE AND 5.6 FT. NORTH OF AN ALUMINUM SAFETY FENCE.
 AG7287'THE MARK IS 3 FT ABOVE HIGHWAY.
 AG7287
 AG7287                          STATION RECOVERY (1977)
 AG7287
 AG7287'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1977
 AG7287'TO REACH THE STATION FROM THE INTERSECTION OF SR 687 4TH ST. AND SR
 AG7287'686 ROOSEVELT BLVD., RUN SOUTHERLY ON 4TH ST. FOR 3.00 MILES TO THE
 AG7287'INTERSECTION OF 54TH AVE. N. TURN RIGHT AND RUN WESTERLY ON 54TH AVE.
 AG7287'N. FOR 1.65 MILES TO THE INTERSECTION OF I 275 OVERPASS. STATION ON
 AG7287'LEFT, S.W. OCRNER OF OVERPASS, 20.1 FT. EAST OF THE WEST ABUTMENT OF
 AG7287'I 275 OVERPASS. SET IN THE TOP OF THE CONCRETE GUARD WALL.
 AG7287
 AG7287                          STATION RECOVERY (2001)
 AG7287
 AG7287'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCK)
 AG7287'RECOVERED IN GOOD CONDITION.
 AG7287
 AG7287                          STATION RECOVERY (2006)
 AG7287
 AG7287'RECOVERY NOTE BY US POWER SQUADRON 2006 (SGR)
 AG7287'RECOVERED IN GOOD CONDITION.
 AG7287
 AG7287                          STATION RECOVERY (2008)
 AG7287
 AG7287'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG7287'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7147 ***********************************************************************
 AG7147  DESIGNATION -  447 FLDT
 AG7147  PID         -  AG7147
 AG7147  STATE/COUNTY-  FL/PINELLAS
 AG7147  COUNTRY     -  US
 AG7147  USGS QUAD   -  SEMINOLE (2018)
 AG7147
 AG7147                         *CURRENT SURVEY CONTROL
 AG7147  ______________________________________________________________________
 AG7147* NAD 83(1986) POSITION- 27 48 40.     (N) 082 45 15.     (W)   SCALED
 AG7147* NAVD 88 ORTHO HEIGHT -     3.399 (meters)       11.15  (feet) ADJUSTED
 AG7147  ______________________________________________________________________
 AG7147  GEOID HEIGHT    -        -24.420 (meters)                     GEOID18
 AG7147  DYNAMIC HEIGHT  -          3.394 (meters)       11.14  (feet) COMP
 AG7147  MODELED GRAVITY -    979,179.5   (mgal)                       NAVD 88
 AG7147
 AG7147  VERT ORDER      -  SECOND    CLASS II
 AG7147
 AG7147.The horizontal coordinates were scaled from a map and have
 AG7147.an estimated accuracy of +/- 6 seconds.
 AG7147
 AG7147.The orthometric height was determined by differential leveling and
 AG7147.adjusted by the NATIONAL GEODETIC SURVEY
 AG7147.in June 1991.
 AG7147
 AG7147.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7147.GEOID18 height accuracy estimate available here.
 AG7147
 AG7147.Click photographs - Photos may exist for this station.
 AG7147
 AG7147.The dynamic height is computed by dividing the NAVD 88
 AG7147.geopotential number by the normal gravity value computed on the
 AG7147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7147.degrees latitude (g = 980.6199 gals.).
 AG7147
 AG7147.The modeled gravity was interpolated from observed gravity values.
 AG7147
 AG7147;                    North         East    Units  Estimated Accuracy
 AG7147;SPC FL W     -   385,510.      125,690.      MT  (+/- 180 meters Scaled)
 AG7147
 AG7147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL272775(NAD 83)
 AG7147
 AG7147                          SUPERSEDED SURVEY CONTROL
 AG7147
 AG7147  NGVD 29 (??/??/92)    3.667  (m)           12.03   (f) ADJ UNCH    2 2
 AG7147
 AG7147.Superseded values are not recommended for survey control.
 AG7147
 AG7147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7147.See file dsdata.pdf to determine how the superseded data were derived.
 AG7147
 AG7147_MARKER: DE = TRAVERSE STATION DISK
 AG7147_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7147_SP_SET: HEADWALL
 AG7147_STAMPING: 447
 AG7147_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7147
 AG7147  HISTORY     - Date     Condition        Report By
 AG7147  HISTORY     - UNK      MONUMENTED       FLDT
 AG7147  HISTORY     - 1977     GOOD             FL-103
 AG7147  HISTORY     - 19980422 MARK NOT FOUND   USPSQD
 AG7147
 AG7147                          STATION DESCRIPTION
 AG7147
 AG7147'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7147'IN ST PETERSBURG.
 AG7147'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. S.R. 695 CR 34
 AG7147'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ON PARK ST.
 AG7147'FOR 0.10 MILE. STATION ON LEFT, 58.0 FT. WEST OF THE CENTERLINE OF
 AG7147'PARK ST., 77.8 FT. NORTH OF THE CENTERLINE OF ENTRANCE DRIVE TO
 AG7147'PINELLAS CONCRETE PRODUCTS. SET IN THE TOP OF THE CONCRETE HEADWALL.
 AG7147
 AG7147                          STATION RECOVERY (1998)
 AG7147
 AG7147'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7147'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7148 ***********************************************************************
 AG7148  DESIGNATION -  448 FLDT
 AG7148  PID         -  AG7148
 AG7148  STATE/COUNTY-  FL/PINELLAS
 AG7148  COUNTRY     -  US
 AG7148  USGS QUAD   -  SEMINOLE (2018)
 AG7148
 AG7148                         *CURRENT SURVEY CONTROL
 AG7148  ______________________________________________________________________
 AG7148* NAD 83(1986) POSITION- 27 48 40.     (N) 082 45 13.     (W)   SCALED
 AG7148* NAVD 88 ORTHO HEIGHT -     3.429 (meters)       11.25  (feet) ADJUSTED
 AG7148  ______________________________________________________________________
 AG7148  GEOID HEIGHT    -        -24.421 (meters)                     GEOID18
 AG7148  DYNAMIC HEIGHT  -          3.424 (meters)       11.23  (feet) COMP
 AG7148  MODELED GRAVITY -    979,179.5   (mgal)                       NAVD 88
 AG7148
 AG7148  VERT ORDER      -  SECOND    CLASS II
 AG7148
 AG7148.The horizontal coordinates were scaled from a map and have
 AG7148.an estimated accuracy of +/- 6 seconds.
 AG7148
 AG7148.The orthometric height was determined by differential leveling and
 AG7148.adjusted by the NATIONAL GEODETIC SURVEY
 AG7148.in June 1991.
 AG7148
 AG7148.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7148.GEOID18 height accuracy estimate available here.
 AG7148
 AG7148.Click photographs - Photos may exist for this station.
 AG7148
 AG7148.The dynamic height is computed by dividing the NAVD 88
 AG7148.geopotential number by the normal gravity value computed on the
 AG7148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7148.degrees latitude (g = 980.6199 gals.).
 AG7148
 AG7148.The modeled gravity was interpolated from observed gravity values.
 AG7148
 AG7148;                    North         East    Units  Estimated Accuracy
 AG7148;SPC FL W     -   385,510.      125,750.      MT  (+/- 180 meters Scaled)
 AG7148
 AG7148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL272775(NAD 83)
 AG7148
 AG7148                          SUPERSEDED SURVEY CONTROL
 AG7148
 AG7148  NGVD 29 (??/??/92)    3.697  (m)           12.13   (f) ADJ UNCH    2 2
 AG7148
 AG7148.Superseded values are not recommended for survey control.
 AG7148
 AG7148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7148.See file dsdata.pdf to determine how the superseded data were derived.
 AG7148
 AG7148_MARKER: DD = SURVEY DISK
 AG7148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7148_STAMPING: 448
 AG7148_PROJECTION: FLUSH
 AG7148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7148+STABILITY: SURFACE MOTION
 AG7148
 AG7148  HISTORY     - Date     Condition        Report By
 AG7148  HISTORY     - UNK      MONUMENTED       FLDT
 AG7148  HISTORY     - 1977     GOOD             FL-103
 AG7148  HISTORY     - 19980422 MARK NOT FOUND   USPSQD
 AG7148
 AG7148                          STATION DESCRIPTION
 AG7148
 AG7148'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7148'IN ST PETERSBURG.
 AG7148'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. SR 695 CR 34
 AG7148'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ON PARK ST.
 AG7148'FOR 0.10 MILE. STATION ON RIGHT, 81.6 FT. EAST OF THE CENTERLINE OF
 AG7148'PARK ST., 68.4 FT. SOUTH OF THE CENTERLINE OF ENTRANCE DRIVE TO
 AG7148'CROSSWINDS MOBIL HOME PARK 4125 PARK ST., 1 FT. NORTH OF THE SOUTH END
 AG7148'OF A CONCRETE HEADWALL. SET IN THE TOP OF A CONCRETE POST THAT IS
 AG7148'FLUSH WITH THE GROUND.
 AG7148
 AG7148                          STATION RECOVERY (1998)
 AG7148
 AG7148'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7148'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7151 ***********************************************************************
 AG7151  DESIGNATION -  449 FLDT
 AG7151  PID         -  AG7151
 AG7151  STATE/COUNTY-  FL/PINELLAS
 AG7151  COUNTRY     -  US
 AG7151  USGS QUAD   -  SEMINOLE (2018)
 AG7151
 AG7151                         *CURRENT SURVEY CONTROL
 AG7151  ______________________________________________________________________
 AG7151* NAD 83(1986) POSITION- 27 49 17.     (N) 082 45 14.     (W)   SCALED
 AG7151* NAVD 88 ORTHO HEIGHT -     1.174 (meters)        3.85  (feet) ADJUSTED
 AG7151  ______________________________________________________________________
 AG7151  GEOID HEIGHT    -        -24.437 (meters)                     GEOID18
 AG7151  DYNAMIC HEIGHT  -          1.172 (meters)        3.85  (feet) COMP
 AG7151  MODELED GRAVITY -    979,180.2   (mgal)                       NAVD 88
 AG7151
 AG7151  VERT ORDER      -  SECOND    CLASS II
 AG7151
 AG7151.The horizontal coordinates were scaled from a map and have
 AG7151.an estimated accuracy of +/- 6 seconds.
 AG7151
 AG7151.The orthometric height was determined by differential leveling and
 AG7151.adjusted by the NATIONAL GEODETIC SURVEY
 AG7151.in June 1991.
 AG7151
 AG7151.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7151.GEOID18 height accuracy estimate available here.
 AG7151
 AG7151.Click photographs - Photos may exist for this station.
 AG7151
 AG7151.The dynamic height is computed by dividing the NAVD 88
 AG7151.geopotential number by the normal gravity value computed on the
 AG7151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7151.degrees latitude (g = 980.6199 gals.).
 AG7151
 AG7151.The modeled gravity was interpolated from observed gravity values.
 AG7151
 AG7151;                    North         East    Units  Estimated Accuracy
 AG7151;SPC FL W     -   386,650.      125,730.      MT  (+/- 180 meters Scaled)
 AG7151
 AG7151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL272786(NAD 83)
 AG7151
 AG7151                          SUPERSEDED SURVEY CONTROL
 AG7151
 AG7151  NGVD 29 (??/??/92)    1.441  (m)            4.73   (f) ADJ UNCH    2 2
 AG7151
 AG7151.Superseded values are not recommended for survey control.
 AG7151
 AG7151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7151.See file dsdata.pdf to determine how the superseded data were derived.
 AG7151
 AG7151_MARKER: DB = BENCH MARK DISK
 AG7151_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7151_SP_SET: HEADWALL
 AG7151_STAMPING: 449
 AG7151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7151
 AG7151  HISTORY     - Date     Condition        Report By
 AG7151  HISTORY     - UNK      MONUMENTED       FLDT
 AG7151  HISTORY     - 1977     GOOD             FL-103
 AG7151
 AG7151                          STATION DESCRIPTION
 AG7151
 AG7151'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7151'IN ST PETERSBURG.
 AG7151'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. SR 695 CR 34
 AG7151'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ALONG PARK
 AG7151'ST. FOR 0.90 MILE. STATION ON RIGHT, 48.9 FT. EAST OF THE CENTERLINE
 AG7151'OF PARK ST., 316.0 FT. NORTH OF THE CENTERLINE OF 54TH AVE. N. SET IN
 AG7151'THE TOP OF THE CONCRETE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3104 ***********************************************************************
 AF3104  DESIGNATION -  45
 AF3104  PID         -  AF3104
 AF3104  STATE/COUNTY-  FL/MARTIN
 AF3104  COUNTRY     -  US
 AF3104  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF3104
 AF3104                         *CURRENT SURVEY CONTROL
 AF3104  ______________________________________________________________________
 AF3104* NAD 83(1986) POSITION- 27 08 37.     (N) 080 11 35.     (W)   SCALED
 AF3104* NAVD 88 ORTHO HEIGHT -     1.411 (meters)        4.63  (feet) ADJUSTED
 AF3104  ______________________________________________________________________
 AF3104  GEOID HEIGHT    -        -27.606 (meters)                     GEOID18
 AF3104  DYNAMIC HEIGHT  -          1.409 (meters)        4.62  (feet) COMP
 AF3104  MODELED GRAVITY -    979,107.7   (mgal)                       NAVD 88
 AF3104
 AF3104  VERT ORDER      -  FIRST     CLASS I
 AF3104
 AF3104.The horizontal coordinates were scaled from a map and have
 AF3104.an estimated accuracy of +/- 6 seconds.
 AF3104
 AF3104.The orthometric height was determined by differential leveling and
 AF3104.adjusted by the NATIONAL GEODETIC SURVEY
 AF3104.in June 1991.
 AF3104
 AF3104.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3104.GEOID18 height accuracy estimate available here.
 AF3104
 AF3104.Click photographs - Photos may exist for this station.
 AF3104
 AF3104.The dynamic height is computed by dividing the NAVD 88
 AF3104.geopotential number by the normal gravity value computed on the
 AF3104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3104.degrees latitude (g = 980.6199 gals.).
 AF3104
 AF3104.The modeled gravity was interpolated from observed gravity values.
 AF3104
 AF3104;                    North         East    Units  Estimated Accuracy
 AF3104;SPC FL E     -   311,570.      279,990.      MT  (+/- 180 meters Scaled)
 AF3104
 AF3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL799025(NAD 83)
 AF3104
 AF3104                          SUPERSEDED SURVEY CONTROL
 AF3104
 AF3104  NGVD 29 (??/??/92)    1.856  (m)            6.09   (f) SUPERSEDED  1 1
 AF3104  NGVD 29 (09/01/92)    1.856  (m)            6.09   (f) ADJUSTED    1 1
 AF3104
 AF3104.Superseded values are not recommended for survey control.
 AF3104
 AF3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3104.See file dsdata.pdf to determine how the superseded data were derived.
 AF3104
 AF3104_MARKER: DD = SURVEY DISK
 AF3104_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF3104_SP_SET: CULVERT HEADWALL
 AF3104_STAMPING: 45 6.095
 AF3104_MARK LOGO: FLHD
 AF3104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3104+STABILITY: SURFACE MOTION
 AF3104_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF3104+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1991
 AF3104
 AF3104  HISTORY     - Date     Condition        Report By
 AF3104  HISTORY     - UNK      MONUMENTED       FLHD
 AF3104  HISTORY     - 1965     GOOD             CGS
 AF3104  HISTORY     - 1973     GOOD             NGS
 AF3104  HISTORY     - 1987     GOOD             USPSQD
 AF3104  HISTORY     - 1989     GOOD             USPSQD
 AF3104  HISTORY     - 1990     GOOD             USPSQD
 AF3104  HISTORY     - 1991     GOOD             USPSQD
 AF3104  HISTORY     - 19910125 GOOD             NGS
 AF3104  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AF3104  HISTORY     - 20070620 MARK NOT FOUND   FLDEP
 AF3104  HISTORY     - 20231207 MARK NOT FOUND   GEOCAC
 AF3104
 AF3104                          STATION DESCRIPTION
 AF3104
 AF3104'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AF3104'5.4 MI SE FROM STUART.
 AF3104'ABOUT 5.4 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AF3104'THE STATION AT STUART, 0.35 MILE SOUTHEAST ALONG STATE HIGHWAY
 AF3104'A 1 A FROM THE POST OFFICE AT PORT SALERNO, SET ON THE TOP OF
 AF3104'THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEAD WALL OF A 15-FOOT
 AF3104'BOX CULVERT, ABOUT 144 FEET NORTHEAST OF AND ACROSS THE HIGHWAY
 AF3104'FROM THE NORTHEAST RAIL, 16 FEET NORTHEAST OF THE CENTER LINE OF
 AF3104'THE HIGHWAY, 20 FEET NORTHWEST OF THE SOUTHEAST END OF WING
 AF3104'WALL AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AF3104
 AF3104                          STATION RECOVERY (1973)
 AF3104
 AF3104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AF3104'RECOVERED IN GOOD CONDITION.
 AF3104
 AF3104                          STATION RECOVERY (1987)
 AF3104
 AF3104'RECOVERY NOTE BY US POWER SQUADRON 1987 (FGH)
 AF3104'RECOVERED IN GOOD CONDITION.
 AF3104
 AF3104                          STATION RECOVERY (1989)
 AF3104
 AF3104'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3104'RECOVERED IN GOOD CONDITION.
 AF3104
 AF3104                          STATION RECOVERY (1990)
 AF3104
 AF3104'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF3104'RECOVERED IN GOOD CONDITION.
 AF3104
 AF3104                          STATION RECOVERY (1991)
 AF3104
 AF3104'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF3104'RECOVERED IN GOOD CONDITION.
 AF3104
 AF3104                          STATION RECOVERY (1991)
 AF3104
 AF3104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AF3104'0.6 KM (0.4 MI) SOUTHEASTERLY ALONG STATE HIGHWAY A1A (DIXIE HIGHWAY)
 AF3104'FROM THE POST OFFICE IN PORT SALERNO, IN TOP OF AND 6.1 M (20.0 FT)
 AF3104'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF
 AF3104'A BOX CULVERT UNDER THE HIGHWAY, AND 4.7 M (15.4 FT) NORTHEAST OF AND
 AF3104'LEVEL WITH THE HIGHWAY CENTERLINE.
 AF3104
 AF3104                          STATION RECOVERY (2004)
 AF3104
 AF3104'RECOVERY NOTE BY US POWER SQUADRON 2004 (GCM)
 AF3104'DESCRIBED LOCATION IS IN AREA OF RECONSTRUCTION OF A1A IN 2003.
 AF3104'RETAINING WALL MAY HAVE BEEN CAPPED OR REBUILT
 AF3104
 AF3104                          STATION RECOVERY (2007)
 AF3104
 AF3104'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF3104'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AF3104
 AF3104                          STATION RECOVERY (2023)
 AF3104
 AF3104'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF3104'HEADWALL HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9473 ***********************************************************************
 AG9473  DESIGNATION -  45 23 17 01
 AG9473  PID         -  AG9473
 AG9473  STATE/COUNTY-  FL/LEE
 AG9473  COUNTRY     -  US
 AG9473  USGS QUAD   -  PINE ISLAND CENTER (2018)
 AG9473
 AG9473                         *CURRENT SURVEY CONTROL
 AG9473  ______________________________________________________________________
 AG9473* NAD 83(2011) POSITION- 26 32 56.63270(N) 082 01 59.63286(W)   ADJUSTED
 AG9473* NAD 83(2011) ELLIP HT-   -22.066 (meters)        (06/27/12)   ADJUSTED
 AG9473* NAD 83(2011) EPOCH   -  2010.00
 AG9473* NAVD 88 ORTHO HEIGHT -     1.7   (meters)        6.    (feet) GPS OBS
 AG9473  ______________________________________________________________________
 AG9473  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AG9473  GEOID HEIGHT    -        -24.620 (meters)                     GEOID93
 AG9473  GEOID HEIGHT    -        -23.770 (meters)                     GEOID18
 AG9473  NAD 83(2011) X  -    791,311.983 (meters)                     COMP
 AG9473  NAD 83(2011) Y  - -5,654,270.837 (meters)                     COMP
 AG9473  NAD 83(2011) Z  -  2,833,598.991 (meters)                     COMP
 AG9473  LAPLACE CORR    -         -1.89  (seconds)                    DEFLEC18
 AG9473
 AG9473  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9473  Standards:
 AG9473         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9473            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9473  -------------------------------------------------------------------
 AG9473  NETWORK    1.97   2.88           0.75   0.83   1.47      0.33268761
 AG9473  -------------------------------------------------------------------
 AG9473  Click here for local accuracies and other accuracy information.
 AG9473
 AG9473.The horizontal coordinates were established by GPS observations
 AG9473.and adjusted by the National Geodetic Survey in June 2012.
 AG9473
 AG9473.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9473.been affixed to the stable North American tectonic plate. See 
 AG9473.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9473
 AG9473.The horizontal coordinates are valid at the epoch date displayed above
 AG9473.which is a decimal equivalence of Year/Month/Day.
 AG9473
 AG9473.The orthometric height was determined by GPS observations and a
 AG9473.high-resolution geoid model.
 AG9473
 AG9473.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9473.GEOID18 height accuracy estimate available here.
 AG9473
 AG9473.Click photographs - Photos may exist for this station.
 AG9473
 AG9473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9473
 AG9473.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9473
 AG9473.The ellipsoidal height was determined by GPS observations
 AG9473.and is referenced to NAD 83.
 AG9473
 AG9473. The following values were computed from the NAD 83(2011) position.
 AG9473
 AG9473;                    North         East     Units Scale Factor Converg.
 AG9473;SPC FL W     -   245,443.788   196,688.766   MT  0.99994131   -0 00 53.5
 AG9473;SPC FL W     -   805,260.16    645,303.06   sFT  0.99994131   -0 00 53.5
 AG9473;UTM  17      - 2,936,906.410   397,078.660   MT  0.99973078   -0 27 42.7
 AG9473
 AG9473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9473!SPC FL W     -   1.00000347  x   0.99994131  =   0.99994478
 AG9473!UTM  17      -   1.00000347  x   0.99973078  =   0.99973425
 AG9473
 AG9473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9707836906(NAD 83)
 AG9473
 AG9473                          SUPERSEDED SURVEY CONTROL
 AG9473
 AG9473  NAD 83(2007)-  26 32 56.63284(N)    082 01 59.63348(W) AD(2002.00) 0
 AG9473  ELLIP H (02/10/07)  -22.052  (m)                       GP(2002.00)    
 AG9473  NAD 83(1999)-  26 32 56.63314(N)    082 01 59.63382(W) AD(       ) 1
 AG9473  ELLIP H (07/06/01)  -22.051  (m)                       GP(       ) 4 2
 AG9473  NAD 83(1990)-  26 32 56.63137(N)    082 01 59.63305(W) AD(       ) 1
 AG9473  ELLIP H (11/12/93)  -21.990  (m)                       GP(       ) 4 1
 AG9473
 AG9473.Superseded values are not recommended for survey control.
 AG9473
 AG9473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9473.See file dsdata.pdf to determine how the superseded data were derived.
 AG9473
 AG9473_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AG9473_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AG9473_STAMPING: GPS 01 45 23 17
 AG9473_MARK LOGO: FL-071
 AG9473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AG9473_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9473+SATELLITE: SATELLITE OBSERVATIONS - September 30, 1992
 AG9473
 AG9473  HISTORY     - Date     Condition        Report By
 AG9473  HISTORY     - 1990     MONUMENTED       JOHNSN
 AG9473  HISTORY     - 19920930 GOOD             DENI
 AG9473  HISTORY     - 20040707 MARK NOT FOUND   USPSQD
 AG9473
 AG9473                          STATION DESCRIPTION
 AG9473
 AG9473'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AG9473'DESCRIBED BY DENI ASSOCIATES, INC.
 AG9473'STATION IS LOCATED IN THE SOUTHWEST QUARTER OF SECTION 17, TWP 45S,
 AG9473'RGE 23E, IN CAPE CORAL, 11.9 MI (19.2 KM) SOUTHWEST OF FORT MYERS,
 AG9473'TO REACH STATION FROM THE JUNCTION OF STATE ROUTE 78/PINE ISLAND ROAD
 AG9473'AND BURNT STORE ROAD/COUNTY ROAD 765, GO EAST 2.05 MI (3.30 KM) ON
 AG9473'PINE ISLAND ROAD TO CHIQUITA BOULEVARD, THEN SOUTH 6.2 MI (10.0 KM)
 AG9473'ON CHIQUITA BOULEVARD TO EL DORADO PARKWAY, THEN WEST 1.75 MI
 AG9473'(2.82 KM) ON EL DORADO PARKWAY UNTIL IT ENDS AT S.W. 28TH PLACE AND
 AG9473'THE STATION ON THE LEFT.
 AG9473'STATION IS 32.9 FT (10.0 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 AG9473'LANES OF EL DORADO PARKWAY, 9.2 FT (2.8 M) EAST OF THE CENTERLINE OF
 AG9473'S.W. 28TH PLACE PROJECTED SOUTH, 110.0 FT (33.5 M) SOUTH EAST OF A
 AG9473'POWER POLE, 28.5 FT (8.7 M) NORTHEAST OF THE TOP OF BANK OF A CANAL,
 AG9473'2.0 FT (0.6 M) NORTH OF A WITNESS POST.
 AG9473'STATION MARK IS A LEE CO/LB 642 (JOHNSON ENGINEERING, INC.) 3 INCH
 AG9473'BRASS SURVEY CONTROL POINT DISK SET IN TOP OF A 4 INCH SQUARE
 AG9473'CONCRETE POST, 4 INCHES BELOW GROUND LEVEL.
 AG9473
 AG9473                          STATION RECOVERY (2004)
 AG9473
 AG9473'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG9473'A NEGHBORING HOMEOWNER, RAY DEMCZYK, REPORTED TO US THAT HE PERSONALLY
 AG9473'SAW THIS MARKER DUG UP BY A BACKHOE DURING RECENT WATER AND SEWER
 AG9473'EXPANSION IN THE COMMUNITY.  HE SAW IT DEPOSITED IN A PILE OF DIRT
 AG9473'THAT WAS SUBSEQUENTLY HAULED AWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0992 ***********************************************************************
 DI0992  DESIGNATION -  45 ES
 DI0992  PID         -  DI0992
 DI0992  STATE/COUNTY-  FL/SUMTER
 DI0992  COUNTRY     -  US
 DI0992  USGS QUAD   -  WEBSTER (2018)
 DI0992
 DI0992                         *CURRENT SURVEY CONTROL
 DI0992  ______________________________________________________________________
 DI0992* NAD 83(1986) POSITION- 28 30 00.9    (N) 082 01 05.0    (W)   HD_HELD2
 DI0992* NAVD 88 ORTHO HEIGHT -    27.495 (meters)       90.21  (feet) ADJUSTED
 DI0992  ______________________________________________________________________
 DI0992  GEOID HEIGHT    -        -26.800 (meters)                     GEOID18
 DI0992  DYNAMIC HEIGHT  -         27.456 (meters)       90.08  (feet) COMP
 DI0992  MODELED GRAVITY -    979,209.6   (mgal)                       NAVD 88
 DI0992
 DI0992  VERT ORDER      -  SECOND    CLASS I
 DI0992
 DI0992.The horizontal coordinates were established by autonomous hand held GPS
 DI0992.observations and have an estimated accuracy of +/- 10 meters.
 DI0992
 DI0992.The orthometric height was determined by differential leveling and
 DI0992.adjusted by the NATIONAL GEODETIC SURVEY
 DI0992.in September 2007.
 DI0992
 DI0992.No vertical observational check was made to the station.
 DI0992
 DI0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0992.GEOID18 height accuracy estimate available here.
 DI0992
 DI0992.Click photographs - Photos may exist for this station.
 DI0992
 DI0992.The dynamic height is computed by dividing the NAVD 88
 DI0992.geopotential number by the normal gravity value computed on the
 DI0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0992.degrees latitude (g = 980.6199 gals.).
 DI0992
 DI0992.The modeled gravity was interpolated from observed gravity values.
 DI0992
 DI0992;                    North         East    Units  Estimated Accuracy
 DI0992;SPC FL W     -   461,645.      198,232.      MT  (+/- 10 meters HH2 GPS)
 DI0992
 DI0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0036553042(NAD 83)
 DI0992
 DI0992                          SUPERSEDED SURVEY CONTROL
 DI0992
 DI0992.No superseded survey control is available for this station.
 DI0992
 DI0992_MARKER: DB = BENCH MARK DISK
 DI0992_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DI0992_STAMPING: 45 ES 1955
 DI0992_MARK LOGO: USGS
 DI0992_PROJECTION: RECESSED 5 CENTIMETERS
 DI0992_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0992_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0992+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2011
 DI0992
 DI0992  HISTORY     - Date     Condition        Report By
 DI0992  HISTORY     - 1955     MONUMENTED       USGS
 DI0992  HISTORY     - 20040306 GOOD             FLDEP
 DI0992  HISTORY     - 20110405 GOOD             FLDEP
 DI0992
 DI0992                          STATION DESCRIPTION
 DI0992
 DI0992'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BPJ)
 DI0992'THE MARK IS ABOUT 4.1 MI SOUTHEAST OF TARRYTOWN, IN SECTION 9,
 DI0992'TOWNSHIP 23 SOUTH, RANGE  23 EAST.
 DI0992'
 DI0992'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND STATE
 DI0992'ROAD 471 IN  TARRYTOWN, GO SOUTH ON STATE ROAD 471 FOR 2.2 MI TO THE
 DI0992'JUNCTION OF NORTH RIVER ROAD  ON THE LEFT, TURN LEFT ON NORTH RIVER
 DI0992'ROAD AND GO EAST FOR 3.4 MI TO THE INTERSECTION OF  NORTH GRADE ROAD,
 DI0992'TURN RIGHT ON NORTH GRADE ROAD AND GO SOUTH FOR 0.55 MI TO THE  MARK
 DI0992'ON THE RIGHT, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST RECESSED
 DI0992'0.2 FT BELOW  THE LEVEL OF THE GROUND AND LEVEL WITH NORTH GRADE ROAD.
 DI0992'LOCATED 142.0 FT WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF THE WEST
 DI0992'END OF A METAL  CULVERT, 64.0 FT EAST-NORTHEAST OF THE APPROXIMATE
 DI0992'EXTENDED CENTERLINE OF A GRASS  COVERED PARKING SPOT, 31.0 FT
 DI0992'NORTHWEST OF THE APPROXIMATE CENTERLINE OF NORTH GRADE  ROAD AND 0.8
 DI0992'FT SOUTH-SOUTHEAST OF A METAL WITNESS POST.
 DI0992
 DI0992                          STATION RECOVERY (2011)
 DI0992
 DI0992'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (DLP)
 DI0992'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7155 ***********************************************************************
 AG7155  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7155  DESIGNATION -  450
 AG7155  PID         -  AG7155
 AG7155  STATE/COUNTY-  FL/PINELLAS
 AG7155  COUNTRY     -  US
 AG7155  USGS QUAD   -  SEMINOLE (2018)
 AG7155
 AG7155                         *CURRENT SURVEY CONTROL
 AG7155  ______________________________________________________________________
 AG7155* NAD 83(1986) POSITION- 27 50 00.2    (N) 082 45 15.0    (W)   HD_HELD2
 AG7155* NAVD 88 ORTHO HEIGHT -     3.795 (meters)       12.45  (feet) ADJUSTED
 AG7155  ______________________________________________________________________
 AG7155  GEOID HEIGHT    -        -24.456 (meters)                     GEOID18
 AG7155  DYNAMIC HEIGHT  -          3.790 (meters)       12.43  (feet) COMP
 AG7155  MODELED GRAVITY -    979,181.0   (mgal)                       NAVD 88
 AG7155
 AG7155  VERT ORDER      -  SECOND    CLASS I
 AG7155
 AG7155.The horizontal coordinates were established by autonomous hand held GPS
 AG7155.observations and have an estimated accuracy of +/- 10 meters.
 AG7155
 AG7155.The orthometric height was determined by differential leveling and
 AG7155.adjusted by the NATIONAL GEODETIC SURVEY
 AG7155.in January 2011.
 AG7155
 AG7155.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7155.GEOID18 height accuracy estimate available here.
 AG7155
 AG7155.This Tidal Bench Mark is designated as VM 6595
 AG7155.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7155
 AG7155.Click photographs - Photos may exist for this station.
 AG7155
 AG7155.The dynamic height is computed by dividing the NAVD 88
 AG7155.geopotential number by the normal gravity value computed on the
 AG7155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7155.degrees latitude (g = 980.6199 gals.).
 AG7155
 AG7155.The modeled gravity was interpolated from observed gravity values.
 AG7155
 AG7155;                    North         East    Units  Estimated Accuracy
 AG7155;SPC FL W     -   387,975.      125,708.      MT  (+/- 10 meters HH2 GPS)
 AG7155
 AG7155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2724679981(NAD 83)
 AG7155
 AG7155                          SUPERSEDED SURVEY CONTROL
 AG7155
 AG7155  NAVD 88 (06/15/91)    3.785  (m)           12.42   (f) SUPERSEDED  2 1
 AG7155  NGVD 29 (??/??/92)    4.052  (m)           13.29   (f) ADJ UNCH    2 1
 AG7155
 AG7155.Superseded values are not recommended for survey control.
 AG7155
 AG7155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7155.See file dsdata.pdf to determine how the superseded data were derived.
 AG7155
 AG7155_MARKER: DD = SURVEY DISK
 AG7155_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7155_SP_SET: GUARDRAIL
 AG7155_STAMPING: 450
 AG7155_MARK LOGO: FLDT
 AG7155_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7155_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7155
 AG7155  HISTORY     - Date     Condition        Report By
 AG7155  HISTORY     - UNK      MONUMENTED       FLDT
 AG7155  HISTORY     - 1977     GOOD             FL-103
 AG7155  HISTORY     - 1982     GOOD             FLDNR
 AG7155  HISTORY     - 20080827 GOOD             PINCPW
 AG7155  HISTORY     - 20090916 GOOD             FLDEP
 AG7155
 AG7155                          STATION DESCRIPTION
 AG7155
 AG7155'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7155'IN ST PETERSBURG.
 AG7155'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. SR 695 CR 34
 AG7155'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ON PARK ST.
 AG7155'FOR 1.70 MILES TO THE S.W. CORNER OF THE SOUTH BOUND BRIDGE. STATION
 AG7155'ON LEFT, 12.6 FT. SOUTH OF THE S.W. CORNER OF BRIDGE ABUTMENT. SET
 AG7155'IN THE TOP OF THE CONCRETE HANDRAIL.
 AG7155
 AG7155                          STATION RECOVERY (1982)
 AG7155
 AG7155'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7155'RECOVERED IN GOOD CONDITION.
 AG7155
 AG7155                          STATION RECOVERY (2008)
 AG7155
 AG7155'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG7155'RECOVERED IN GOOD CONDITION.
 AG7155
 AG7155                          STATION RECOVERY (2009)
 AG7155
 AG7155'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7155'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7156 ***********************************************************************
 AG7156  DESIGNATION -  451
 AG7156  PID         -  AG7156
 AG7156  STATE/COUNTY-  FL/PINELLAS
 AG7156  COUNTRY     -  US
 AG7156  USGS QUAD   -  SEMINOLE (2018)
 AG7156
 AG7156                         *CURRENT SURVEY CONTROL
 AG7156  ______________________________________________________________________
 AG7156* NAD 83(1986) POSITION- 27 50 00.9    (N) 082 45 14.6    (W)   HD_HELD2
 AG7156* NAVD 88 ORTHO HEIGHT -     4.778 (meters)       15.68  (feet) ADJUSTED
 AG7156  ______________________________________________________________________
 AG7156  GEOID HEIGHT    -        -24.457 (meters)                     GEOID18
 AG7156  DYNAMIC HEIGHT  -          4.771 (meters)       15.65  (feet) COMP
 AG7156  MODELED GRAVITY -    979,181.0   (mgal)                       NAVD 88
 AG7156
 AG7156  VERT ORDER      -  SECOND    CLASS I
 AG7156
 AG7156.The horizontal coordinates were established by autonomous hand held GPS
 AG7156.observations and have an estimated accuracy of +/- 10 meters.
 AG7156
 AG7156.The orthometric height was determined by differential leveling and
 AG7156.adjusted by the NATIONAL GEODETIC SURVEY
 AG7156.in January 2011.
 AG7156
 AG7156.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7156.GEOID18 height accuracy estimate available here.
 AG7156
 AG7156.Click photographs - Photos may exist for this station.
 AG7156
 AG7156.The dynamic height is computed by dividing the NAVD 88
 AG7156.geopotential number by the normal gravity value computed on the
 AG7156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7156.degrees latitude (g = 980.6199 gals.).
 AG7156
 AG7156.The modeled gravity was interpolated from observed gravity values.
 AG7156
 AG7156;                    North         East    Units  Estimated Accuracy
 AG7156;SPC FL W     -   387,996.      125,719.      MT  (+/- 10 meters HH2 GPS)
 AG7156
 AG7156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2725780002(NAD 83)
 AG7156
 AG7156                          SUPERSEDED SURVEY CONTROL
 AG7156
 AG7156  NAVD 88 (06/15/91)    4.767  (m)           15.64   (f) SUPERSEDED  2 1
 AG7156  NGVD 29 (??/??/92)    5.033  (m)           16.51   (f) ADJ UNCH    2 1
 AG7156
 AG7156.Superseded values are not recommended for survey control.
 AG7156
 AG7156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7156.See file dsdata.pdf to determine how the superseded data were derived.
 AG7156
 AG7156_MARKER: DD = SURVEY DISK
 AG7156_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7156_SP_SET: GUARDRAIL
 AG7156_STAMPING: 451
 AG7156_MARK LOGO: FLSRD
 AG7156_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7156
 AG7156  HISTORY     - Date     Condition        Report By
 AG7156  HISTORY     - UNK      MONUMENTED       FLDT
 AG7156  HISTORY     - 1977     GOOD             FL-103
 AG7156  HISTORY     - 1982     GOOD             FLDNR
 AG7156  HISTORY     - 20080827 GOOD             PINCPW
 AG7156  HISTORY     - 20090916 GOOD             FLDEP
 AG7156
 AG7156                          STATION DESCRIPTION
 AG7156
 AG7156'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7156'IN ST PETERSBURG.
 AG7156'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. SR 695 CR 34
 AG7156'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ON PARK ST.
 AG7156'FOR 1.70 MILES TO THE S.W. CORNER OF THE NORTH BOUND BRIDGE. STATION
 AG7156'ON LEFT, 9.7 FT. SOUTH OF THE END OF BRIDGE ABUTMENT. SET IN THE TOP
 AG7156'OF THE CONCRETE HANDRAIL.
 AG7156
 AG7156                          STATION RECOVERY (1982)
 AG7156
 AG7156'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7156'RECOVERED IN GOOD CONDITION.
 AG7156
 AG7156                          STATION RECOVERY (2008)
 AG7156
 AG7156'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG7156'RECOVERED IN GOOD CONDITION.
 AG7156
 AG7156                          STATION RECOVERY (2009)
 AG7156
 AG7156'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7156'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5029 ***********************************************************************
 DM5029  DESIGNATION -  452
 DM5029  PID         -  DM5029
 DM5029  STATE/COUNTY-  FL/SARASOTA
 DM5029  COUNTRY     -  US
 DM5029  USGS QUAD   -  VENICE (2018)
 DM5029
 DM5029                         *CURRENT SURVEY CONTROL
 DM5029  ______________________________________________________________________
 DM5029* NAD 83(1986) POSITION- 27 03 05.9    (N) 082 26 02.0    (W)   HD_HELD2
 DM5029* NAVD 88 ORTHO HEIGHT -     3.765 (meters)       12.35  (feet) ADJUSTED
 DM5029  ______________________________________________________________________
 DM5029  GEOID HEIGHT    -        -23.927 (meters)                     GEOID18
 DM5029  DYNAMIC HEIGHT  -          3.759 (meters)       12.33  (feet) COMP
 DM5029  MODELED GRAVITY -    979,125.2   (mgal)                       NAVD 88
 DM5029
 DM5029  VERT ORDER      -  FIRST     CLASS II
 DM5029
 DM5029.The horizontal coordinates were established by autonomous hand held GPS
 DM5029.observations and have an estimated accuracy of +/- 10 meters.
 DM5029
 DM5029.The orthometric height was determined by differential leveling and
 DM5029.adjusted by the NATIONAL GEODETIC SURVEY
 DM5029.in March 2011.
 DM5029
 DM5029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5029.GEOID18 height accuracy estimate available here.
 DM5029
 DM5029.Click photographs - Photos may exist for this station.
 DM5029
 DM5029.The dynamic height is computed by dividing the NAVD 88
 DM5029.geopotential number by the normal gravity value computed on the
 DM5029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5029.degrees latitude (g = 980.6199 gals.).
 DM5029
 DM5029.The modeled gravity was interpolated from observed gravity values.
 DM5029
 DM5029;                    North         East    Units  Estimated Accuracy
 DM5029;SPC FL W     -   301,200.      156,956.      MT  (+/- 10 meters HH2 GPS)
 DM5029
 DM5029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK5779292964(NAD 83)
 DM5029
 DM5029                          SUPERSEDED SURVEY CONTROL
 DM5029
 DM5029.No superseded survey control is available for this station.
 DM5029
 DM5029_MARKER: DB = BENCH MARK DISK
 DM5029_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM5029_SP_SET: BRIDGE GUARDRAIL
 DM5029_STAMPING: 452
 DM5029_MARK LOGO: FL-115
 DM5029_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5029+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2018
 DM5029
 DM5029  HISTORY     - Date     Condition        Report By
 DM5029  HISTORY     - UNK      MONUMENTED       FL-115
 DM5029  HISTORY     - 20090504 GOOD             FLDEP
 DM5029  HISTORY     - 20180901 GOOD             USPSQD
 DM5029
 DM5029                          STATION DESCRIPTION
 DM5029
 DM5029'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM5029'THE MARK IS ABOUT 5.5 MI (8.9 KM) SOUTH-SOUTHEAST OF LAUREL, 3.5 MI
 DM5029'(5.7 KM) SOUTH-SOUTHEAST OF VENICE, IN SECTION 29, TOWNSHIP 39 SOUTH,
 DM5029'RANGE 19 EAST.
 DM5029'
 DM5029'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 DM5029'776 IN SOUTH VENICE, GO NORTHWEST ON U.S. HIGHWAY 41 FOR 0.1 MI (0.2
 DM5029'KM) TO THE JUNCTION OF SOUTH VENICE BOULEVARD ON THE LEFT, TURN LEFT
 DM5029'ON SOUTH VENICE BOULEVARD AND GO SOUTHWEST FOR 0.8 MI (1.3 KM) TO THE
 DM5029'JUNCTION OF MERIDIAN ROAD ON THE RIGHT, TURN RIGHT ON MERIDIAN ROAD
 DM5029'AND GO NORTH FOR 0.15 MI (0.2 KM) TO THE ALLIGATOR CREEK BRIDGE, THE
 DM5029'START OF SHAMROCK DRIVE, CONTINUE NORTHWEST ON SHAMROCK DRIVE FOR 1.0
 DM5029'MI (1.6 KM) TO THE JUNCTION OF SARASOTA COUNTY SHAMROCK PARK ENTRANCE
 DM5029'ROAD ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF THE
 DM5029'NORTHEAST CONCRETE GUARDWALL AND ABOUT 2.8 FT (0.9 M) ABOVE THE LEVEL
 DM5029'OF THE COUNTY PARK BRIDGE DECK.
 DM5029'
 DM5029'LOCATED 143.0 FT (43.6 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DM5029'SHAMROCK DRIVE, 21.4 FT (6.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DM5029'THE COUNTY PARK ENTRANCE ROAD AND 21.4 FT (6.5 M) NORTH OF THE
 DM5029'APPROXIMATE CENTER OF A METAL GATE.
 DM5029
 DM5029                          STATION RECOVERY (2018)
 DM5029
 DM5029'RECOVERY NOTE BY US POWER SQUADRON 2018 (GLB)
 DM5029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7159 ***********************************************************************
 AG7159  DESIGNATION -  452 FLDT
 AG7159  PID         -  AG7159
 AG7159  STATE/COUNTY-  FL/PINELLAS
 AG7159  COUNTRY     -  US
 AG7159  USGS QUAD   -  SEMINOLE (2018)
 AG7159
 AG7159                         *CURRENT SURVEY CONTROL
 AG7159  ______________________________________________________________________
 AG7159* NAD 83(1986) POSITION- 27 50 01.     (N) 082 45 17.     (W)   SCALED
 AG7159* NAVD 88 ORTHO HEIGHT -     4.770 (meters)       15.65  (feet) ADJUSTED
 AG7159  ______________________________________________________________________
 AG7159  GEOID HEIGHT    -        -24.456 (meters)                     GEOID18
 AG7159  DYNAMIC HEIGHT  -          4.763 (meters)       15.63  (feet) COMP
 AG7159  MODELED GRAVITY -    979,181.1   (mgal)                       NAVD 88
 AG7159
 AG7159  VERT ORDER      -  SECOND    CLASS II
 AG7159
 AG7159.The horizontal coordinates were scaled from a map and have
 AG7159.an estimated accuracy of +/- 6 seconds.
 AG7159
 AG7159.The orthometric height was determined by differential leveling and
 AG7159.adjusted by the NATIONAL GEODETIC SURVEY
 AG7159.in June 1991.
 AG7159
 AG7159.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7159.GEOID18 height accuracy estimate available here.
 AG7159
 AG7159.Click photographs - Photos may exist for this station.
 AG7159
 AG7159.The dynamic height is computed by dividing the NAVD 88
 AG7159.geopotential number by the normal gravity value computed on the
 AG7159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7159.degrees latitude (g = 980.6199 gals.).
 AG7159
 AG7159.The modeled gravity was interpolated from observed gravity values.
 AG7159
 AG7159;                    North         East    Units  Estimated Accuracy
 AG7159;SPC FL W     -   388,000.      125,650.      MT  (+/- 180 meters Scaled)
 AG7159
 AG7159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL271800(NAD 83)
 AG7159
 AG7159                          SUPERSEDED SURVEY CONTROL
 AG7159
 AG7159  NGVD 29 (??/??/92)    5.036  (m)           16.52   (f) ADJ UNCH    2 2
 AG7159
 AG7159.Superseded values are not recommended for survey control.
 AG7159
 AG7159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7159.See file dsdata.pdf to determine how the superseded data were derived.
 AG7159
 AG7159_MARKER: DD = SURVEY DISK
 AG7159_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7159_SP_SET: HANDRAIL
 AG7159_STAMPING: 452
 AG7159_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7159
 AG7159  HISTORY     - Date     Condition        Report By
 AG7159  HISTORY     - UNK      MONUMENTED       FLDT
 AG7159  HISTORY     - 1977     GOOD             FL-103
 AG7159  HISTORY     - 19970405 GOOD             USPSQD
 AG7159  HISTORY     - 19981103 GOOD             USPSQD
 AG7159  HISTORY     - 20080827 GOOD             PINCPW
 AG7159
 AG7159                          STATION DESCRIPTION
 AG7159
 AG7159'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7159'IN ST PETERSBURG.
 AG7159'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. SR 695 CR 34
 AG7159'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ON PARK ST.
 AG7159'FOR 1.80 MILES TO THE N.W. CORNER OF THE NORTH BOUND BRIDGE. STATION
 AG7159'ON LEFT, IN THE N.W. CORNER. SET IN THE TOP OF THE CONCRETE HANDRAIL.
 AG7159
 AG7159                          STATION RECOVERY (1997)
 AG7159
 AG7159'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7159'RECOVERED IN GOOD CONDITION.
 AG7159
 AG7159                          STATION RECOVERY (1998)
 AG7159
 AG7159'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7159'RECOVERED IN GOOD CONDITION.
 AG7159
 AG7159                          STATION RECOVERY (2008)
 AG7159
 AG7159'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG7159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7161 ***********************************************************************
 AG7161  DESIGNATION -  453 FLDT
 AG7161  PID         -  AG7161
 AG7161  STATE/COUNTY-  FL/PINELLAS
 AG7161  COUNTRY     -  US
 AG7161  USGS QUAD   -  SEMINOLE (2018)
 AG7161
 AG7161                         *CURRENT SURVEY CONTROL
 AG7161  ______________________________________________________________________
 AG7161* NAD 83(1986) POSITION- 27 50 05.     (N) 082 45 15.     (W)   SCALED
 AG7161* NAVD 88 ORTHO HEIGHT -     4.146 (meters)       13.60  (feet) ADJUSTED
 AG7161  ______________________________________________________________________
 AG7161  GEOID HEIGHT    -        -24.459 (meters)                     GEOID18
 AG7161  DYNAMIC HEIGHT  -          4.139 (meters)       13.58  (feet) COMP
 AG7161  MODELED GRAVITY -    979,181.2   (mgal)                       NAVD 88
 AG7161
 AG7161  VERT ORDER      -  SECOND    CLASS II
 AG7161
 AG7161.The horizontal coordinates were scaled from a map and have
 AG7161.an estimated accuracy of +/- 6 seconds.
 AG7161
 AG7161.The orthometric height was determined by differential leveling and
 AG7161.adjusted by the NATIONAL GEODETIC SURVEY
 AG7161.in June 1991.
 AG7161
 AG7161.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7161.GEOID18 height accuracy estimate available here.
 AG7161
 AG7161.Click photographs - Photos may exist for this station.
 AG7161
 AG7161.The dynamic height is computed by dividing the NAVD 88
 AG7161.geopotential number by the normal gravity value computed on the
 AG7161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7161.degrees latitude (g = 980.6199 gals.).
 AG7161
 AG7161.The modeled gravity was interpolated from observed gravity values.
 AG7161
 AG7161;                    North         East    Units  Estimated Accuracy
 AG7161;SPC FL W     -   388,120.      125,710.      MT  (+/- 180 meters Scaled)
 AG7161
 AG7161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL272801(NAD 83)
 AG7161
 AG7161                          SUPERSEDED SURVEY CONTROL
 AG7161
 AG7161  NGVD 29 (??/??/92)    4.411  (m)           14.47   (f) ADJ UNCH    2 2
 AG7161
 AG7161.Superseded values are not recommended for survey control.
 AG7161
 AG7161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7161.See file dsdata.pdf to determine how the superseded data were derived.
 AG7161
 AG7161_MARKER: DE = TRAVERSE STATION DISK
 AG7161_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7161_SP_SET: HANDRAIL
 AG7161_STAMPING: 453
 AG7161_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7161
 AG7161  HISTORY     - Date     Condition        Report By
 AG7161  HISTORY     - UNK      MONUMENTED       FLDT
 AG7161  HISTORY     - 1977     GOOD             FL-103
 AG7161  HISTORY     - 19970405 POOR             USPSQD
 AG7161  HISTORY     - 19981103 POOR             USPSQD
 AG7161  HISTORY     - 20080827 GOOD             PINCPW
 AG7161
 AG7161                          STATION DESCRIPTION
 AG7161
 AG7161'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7161'IN ST PETERSBURG.
 AG7161'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. SR 695 CR 34
 AG7161'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ON PARK ST.
 AG7161'FOR 1.80 MILES TO THE N.W. CORNER OF THE SOUTH BOUND BRIDGE. STATION
 AG7161'ON LEFT, 6.1 FT. N.N.W. OF THE END OF BRIDGE ABUTMENT. SET IN THE TOP
 AG7161'OF THE CONCRETE HANDRAIL.
 AG7161
 AG7161                          STATION RECOVERY (1997)
 AG7161
 AG7161'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7161'MARK RECOVERED IN POOR CONDITION.
 AG7161
 AG7161                          STATION RECOVERY (1998)
 AG7161
 AG7161'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7161'MARK RECOVERED IN POOR CONDITION.
 AG7161
 AG7161                          STATION RECOVERY (2008)
 AG7161
 AG7161'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG7161'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7377 ***********************************************************************
 AG7377  DESIGNATION -  454
 AG7377  PID         -  AG7377
 AG7377  STATE/COUNTY-  FL/PINELLAS
 AG7377  COUNTRY     -  US
 AG7377  USGS QUAD   -  SAFETY HARBOR (2018)
 AG7377
 AG7377                         *CURRENT SURVEY CONTROL
 AG7377  ______________________________________________________________________
 AG7377* NAD 83(1986) POSITION- 27 58 55.     (N) 082 43 48.     (W)   SCALED
 AG7377* NAVD 88 ORTHO HEIGHT -    17.01  (+/-2cm)       55.8   (feet) VERTCON3
 AG7377  ______________________________________________________________________
 AG7377  GEOID HEIGHT    -        -24.772 (meters)                     GEOID18
 AG7377  VERT ORDER      -  THIRD (See Below)
 AG7377
 AG7377.The horizontal coordinates were scaled from a map and have
 AG7377.an estimated accuracy of +/- 6 seconds.
 AG7377
 AG7377.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG7377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG7377
 AG7377.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7377.GEOID18 height accuracy estimate available here.
 AG7377
 AG7377.The vertical order pertains to the NGVD 29 superseded value.
 AG7377
 AG7377.Click photographs - Photos may exist for this station.
 AG7377
 AG7377;                    North         East    Units  Estimated Accuracy
 AG7377;SPC FL W     -   404,420.      128,190.      MT  (+/- 180 meters Scaled)
 AG7377
 AG7377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298964(NAD 83)
 AG7377
 AG7377                          SUPERSEDED SURVEY CONTROL
 AG7377
 AG7377  NGVD 29 (01/31/13)   17.27   (m)           56.7    (f) RESET       3  
 AG7377
 AG7377.Superseded values are not recommended for survey control.
 AG7377
 AG7377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7377.See file dsdata.pdf to determine how the superseded data were derived.
 AG7377
 AG7377_MARKER: DD = SURVEY DISK
 AG7377_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7377_SP_SET: HEADWALL
 AG7377_STAMPING: 454
 AG7377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7377+STABILITY: SURFACE MOTION
 AG7377
 AG7377  HISTORY     - Date     Condition        Report By
 AG7377  HISTORY     - 1978     MONUMENTED       FL-103
 AG7377
 AG7377                          STATION DESCRIPTION
 AG7377
 AG7377'DESCRIBED BY PINELLAS COUNTY FLORIDA 1978
 AG7377'2.55 MI SOUTH FROM CLEARWATER.
 AG7377'2.55 MILES SOUTHERLY ALONG U.S. HIGHWAY 19 FROM THE INTERSECTION
 AG7377'OF U.S. HIGHWAY 19 AND STATE ROUTE 580, IN TOP OF A CONCRETE
 AG7377'HEADWALL, 76.8 FEET EAST OF THE CENTERLINE OF U.S. HIGHWAY 19.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3105 ***********************************************************************
 AF3105  DESIGNATION -  46
 AF3105  PID         -  AF3105
 AF3105  STATE/COUNTY-  FL/MARTIN
 AF3105  COUNTRY     -  US
 AF3105  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF3105
 AF3105                         *CURRENT SURVEY CONTROL
 AF3105  ______________________________________________________________________
 AF3105* NAD 83(1986) POSITION- 27 08 45.     (N) 080 11 47.     (W)   SCALED
 AF3105* NAVD 88 ORTHO HEIGHT -     2.532 (meters)        8.31  (feet) ADJUSTED
 AF3105  ______________________________________________________________________
 AF3105  GEOID HEIGHT    -        -27.600 (meters)                     GEOID18
 AF3105  DYNAMIC HEIGHT  -          2.528 (meters)        8.29  (feet) COMP
 AF3105  MODELED GRAVITY -    979,108.1   (mgal)                       NAVD 88
 AF3105
 AF3105  VERT ORDER      -  FIRST     CLASS I
 AF3105
 AF3105.The horizontal coordinates were scaled from a map and have
 AF3105.an estimated accuracy of +/- 6 seconds.
 AF3105
 AF3105.The orthometric height was determined by differential leveling and
 AF3105.adjusted by the NATIONAL GEODETIC SURVEY
 AF3105.in June 1991.
 AF3105
 AF3105.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3105.GEOID18 height accuracy estimate available here.
 AF3105
 AF3105.Click photographs - Photos may exist for this station.
 AF3105
 AF3105.The dynamic height is computed by dividing the NAVD 88
 AF3105.geopotential number by the normal gravity value computed on the
 AF3105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3105.degrees latitude (g = 980.6199 gals.).
 AF3105
 AF3105.The modeled gravity was interpolated from observed gravity values.
 AF3105
 AF3105;                    North         East    Units  Estimated Accuracy
 AF3105;SPC FL E     -   311,820.      279,660.      MT  (+/- 180 meters Scaled)
 AF3105
 AF3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL796028(NAD 83)
 AF3105
 AF3105                          SUPERSEDED SURVEY CONTROL
 AF3105
 AF3105  NGVD 29 (??/??/92)    2.976  (m)            9.76   (f) SUPERSEDED  1 1
 AF3105  NGVD 29 (09/01/92)    2.976  (m)            9.76   (f) ADJUSTED    1 1
 AF3105
 AF3105.Superseded values are not recommended for survey control.
 AF3105
 AF3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3105.See file dsdata.pdf to determine how the superseded data were derived.
 AF3105
 AF3105_MARKER: DD = SURVEY DISK
 AF3105_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF3105_SP_SET: BRIDGE RAIL
 AF3105_STAMPING: 46 9.77
 AF3105_MARK LOGO: FLHD
 AF3105_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3105_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF3105+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1991
 AF3105
 AF3105  HISTORY     - Date     Condition        Report By
 AF3105  HISTORY     - UNK      MONUMENTED       FLHD
 AF3105  HISTORY     - 1965     GOOD             CGS
 AF3105  HISTORY     - 1973     GOOD             NGS
 AF3105  HISTORY     - 1980     GOOD             FLDNR
 AF3105  HISTORY     - 1987     GOOD             USPSQD
 AF3105  HISTORY     - 1989     GOOD             USPSQD
 AF3105  HISTORY     - 1990     GOOD             USPSQD
 AF3105  HISTORY     - 1991     GOOD             USPSQD
 AF3105  HISTORY     - 19910125 GOOD             NGS
 AF3105  HISTORY     - 20040228 GOOD             USPSQD
 AF3105  HISTORY     - 20070620 MARK NOT FOUND   FLDEP
 AF3105  HISTORY     - 20231207 MARK NOT FOUND   GEOCAC
 AF3105
 AF3105                          STATION DESCRIPTION
 AF3105
 AF3105'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AF3105'5.2 MI SE FROM STUART.
 AF3105'ABOUT 5.51 MILES SOUTHEAST ALONG THE FLORIDA EAST COAST RAILWAY
 AF3105'FROM THE STATION AT STUART, AT PORT SALERNO, 0.4 MILE NORTHWEST
 AF3105'OF MILEPOST 267, 0.1 MILE SOUTHEAST ALONG STATE HIGHWAY A 1 A FROM
 AF3105'THE POST OFFICE AT PORT SALERNO, SET ON THE TOP OF THE NORTHEAST
 AF3105'CONCRETE GUARD RAIL OF A BRIDGE OVER AN INLET, ABOUT 159 FEET
 AF3105'NORTHEAST OF THE NORTHEAST RAIL, 19 1/2 FEET NORTHEAST OF THE
 AF3105'CENTER LINE OF STATE HIGHWAY A 1 A, 7.8 FEET NORTHWEST OF THE
 AF3105'SOUTHEAST END OF THE GUARD RAIL AND 3 FEET ABOVE THE LEVEL OF THE
 AF3105'HIGHWAY.  THIS MARK IS ALONG STATE HIGHWAY A1A.
 AF3105
 AF3105                          STATION RECOVERY (1973)
 AF3105
 AF3105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AF3105'RECOVERED IN GOOD CONDITION.
 AF3105
 AF3105                          STATION RECOVERY (1980)
 AF3105
 AF3105'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3105'RECOVERED IN GOOD CONDITION.
 AF3105
 AF3105                          STATION RECOVERY (1987)
 AF3105
 AF3105'RECOVERY NOTE BY US POWER SQUADRON 1987 (FGH)
 AF3105'RECOVERED IN GOOD CONDITION.
 AF3105
 AF3105                          STATION RECOVERY (1989)
 AF3105
 AF3105'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3105'RECOVERED IN GOOD CONDITION.
 AF3105
 AF3105                          STATION RECOVERY (1990)
 AF3105
 AF3105'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF3105'RECOVERED IN GOOD CONDITION.
 AF3105
 AF3105                          STATION RECOVERY (1991)
 AF3105
 AF3105'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF3105'RECOVERED IN GOOD CONDITION.
 AF3105
 AF3105                          STATION RECOVERY (1991)
 AF3105
 AF3105'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AF3105'0.1 KM (0.1 MI) SOUTHEASTERLY ALONG STATE HIGHWAY A1A (DIXIE HIGHWAY)
 AF3105'FROM THE POST OFFICE IN PORT SALERNO, IN TOP OF AND 0.2 M (0.7 FT)
 AF3105'SOUTHEAST OF THE NORTHWEST END OF THE NORTHEAST CONCRETE GUARDRAIL OF
 AF3105'THE HIGHWAY BRIDGE SPANNING AN INLET, 5.6 M (18.4 FT) NORTHEAST OF
 AF3105'THE HIGHWAY CENTERLINE, AND 0.9 M (3.0 FT) ABOVE THE LEVEL OF THE
 AF3105'HIGHWAY.
 AF3105
 AF3105                          STATION RECOVERY (2004)
 AF3105
 AF3105'RECOVERY NOTE BY US POWER SQUADRON 2004 (BC)
 AF3105'RECOVERED IN GOOD CONDITION.
 AF3105
 AF3105                          STATION RECOVERY (2007)
 AF3105
 AF3105'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF3105'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AF3105
 AF3105                          STATION RECOVERY (2023)
 AF3105
 AF3105'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF3105'BRIDGE HAS BEEN RECONSTRUCTED AND GUARDRAIL REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ5763 ***********************************************************************
 DQ5763  DESIGNATION -  46 14 D01G
 DQ5763  PID         -  DQ5763
 DQ5763  STATE/COUNTY-  FL/BAY
 DQ5763  COUNTRY     -  US
 DQ5763  USGS QUAD   -  WEST BAY (2018)
 DQ5763
 DQ5763                         *CURRENT SURVEY CONTROL
 DQ5763  ______________________________________________________________________
 DQ5763* NAD 83(1986) POSITION- 30 18 49.51   (N) 085 51 15.89   (W)   HD_HELD1
 DQ5763* NAVD 88 ORTHO HEIGHT -     8.676 (meters)       28.46  (feet) ADJUSTED
 DQ5763  ______________________________________________________________________
 DQ5763  GEOID HEIGHT    -        -27.768 (meters)                     GEOID18
 DQ5763  DYNAMIC HEIGHT  -          8.665 (meters)       28.43  (feet) COMP
 DQ5763  MODELED GRAVITY -    979,328.6   (mgal)                       NAVD 88
 DQ5763
 DQ5763  VERT ORDER      -  FIRST     CLASS II
 DQ5763
 DQ5763.The horizontal coordinates were determined by differentially corrected
 DQ5763.hand held GPS observations or other comparable positioning techniques
 DQ5763.and have an estimated accuracy of +/- 3 meters.
 DQ5763
 DQ5763.The orthometric height was determined by differential leveling and
 DQ5763.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5763.in October 2018.
 DQ5763
 DQ5763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5763.GEOID18 height accuracy estimate available here.
 DQ5763
 DQ5763.Click photographs - Photos may exist for this station.
 DQ5763
 DQ5763.The dynamic height is computed by dividing the NAVD 88
 DQ5763.geopotential number by the normal gravity value computed on the
 DQ5763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5763.degrees latitude (g = 980.6199 gals.).
 DQ5763
 DQ5763.The modeled gravity was interpolated from observed gravity values.
 DQ5763
 DQ5763;                    North         East    Units  Estimated Accuracy
 DQ5763;SPC FL N     -   146,400.3     469,740.0     MT  (+/- 3 meters HH1 GPS) 
 DQ5763
 DQ5763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1014354108(NAD 83)
 DQ5763
 DQ5763                          SUPERSEDED SURVEY CONTROL
 DQ5763
 DQ5763.No superseded survey control is available for this station.
 DQ5763
 DQ5763_MARKER: DD = SURVEY DISK
 DQ5763_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5763_STAMPING: 46 14 D01G
 DQ5763_MARK LOGO: FLDT
 DQ5763_PROJECTION: FLUSH
 DQ5763_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5763+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2017
 DQ5763
 DQ5763  HISTORY     - Date     Condition        Report By
 DQ5763  HISTORY     - 2014     MONUMENTED       FLDT
 DQ5763  HISTORY     - 20160911 GOOD             FLDEP
 DQ5763  HISTORY     - 20170228 GOOD             FLDEP
 DQ5763
 DQ5763                          STATION DESCRIPTION
 DQ5763
 DQ5763'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ5763'THE MARK IS ABOUT 6.6 MI (10.6 KM) NORTHEAST OF LAGUNA BEACH, 6.1 MI
 DQ5763'(9.7 KM) SOUTHEAST OF SEMINOLE HILLS, 1.6 MI (2.5 KM) NORTH-NORTHEAST
 DQ5763'OF WEST BAY, IN SECTION 16, TOWNSHIP 2 SOUTH, RANGE 16 WEST.
 DQ5763'
 DQ5763'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BACK BEACH
 DQ5763'ROAD-PANAMA CITY BEACH PARKWAY) AND STATE ROAD 79 (ARNOLD ROAD) IN
 DQ5763'PANAMA CITY BEACH, GO NORTH ON STATE ROAD 79 (NORTH ARNOLD ROAD) FOR
 DQ5763'6.25 MI (10.1 KM) TO A MEDIAN CUT ON THE LEFT AND THE MARK IN THE
 DQ5763'SOUTH MEDIAN, A DISK SET IN THE TOP OF A PRECAST 0.4 FT (12 CM) SQUARE
 DQ5763'CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 79.
 DQ5763'
 DQ5763'LOCATED 50.3 FT (15.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DQ5763'PAVED MEDIAN CUT, 38.4 FT (11.7 M) WEST-SOUTHWEST OF THE APPROXIMATE
 DQ5763'CENTERLINE OF STATE ROAD 79 NORTHBOUND LANES, 26.5 FT (8.1 M)
 DQ5763'EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 79
 DQ5763'SOUTHBOUND LANES, 16.5 FT (5.0 M) SOUTH OF THE NORTH END OF A GRASS
 DQ5763'MEDIAN AND 8.0 FT (2.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DQ5763'
 DQ5763'NOTE UNKNOWN MAGNETISM.
 DQ5763
 DQ5763                          STATION RECOVERY (2017)
 DQ5763
 DQ5763'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (DMP)
 DQ5763'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8688 ***********************************************************************
 AD8688  DESIGNATION -  46 26 02 01
 AD8688  PID         -  AD8688
 AD8688  STATE/COUNTY-  FL/LEE
 AD8688  COUNTRY     -  US
 AD8688  USGS QUAD   -  ALVA SW (2018)
 AD8688
 AD8688                         *CURRENT SURVEY CONTROL
 AD8688  ______________________________________________________________________
 AD8688* NAD 83(2011) POSITION- 26 30 43.17400(N) 081 40 37.50323(W)   ADJUSTED
 AD8688* NAD 83(2011) ELLIP HT-   -15.864 (meters)        (06/27/12)   ADJUSTED
 AD8688* NAD 83(2011) EPOCH   -  2010.00
 AD8688* NAVD 88 ORTHO HEIGHT -     8.5   (meters)       28.    (feet) GPS OBS
 AD8688  ______________________________________________________________________
 AD8688  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8688  GEOID HEIGHT    -        -25.270 (meters)                     GEOID93
 AD8688  GEOID HEIGHT    -        -24.340 (meters)                     GEOID18
 AD8688  NAD 83(2011) X  -    826,709.453 (meters)                     COMP
 AD8688  NAD 83(2011) Y  - -5,651,063.729 (meters)                     COMP
 AD8688  NAD 83(2011) Z  -  2,829,926.878 (meters)                     COMP
 AD8688  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 AD8688
 AD8688  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8688  Standards:
 AD8688         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8688            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8688  -------------------------------------------------------------------
 AD8688  NETWORK    1.30   2.18           0.53   0.53   1.11      0.11280999
 AD8688  -------------------------------------------------------------------
 AD8688  Click here for local accuracies and other accuracy information.
 AD8688
 AD8688.The horizontal coordinates were established by GPS observations
 AD8688.and adjusted by the National Geodetic Survey in June 2012.
 AD8688
 AD8688.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8688.been affixed to the stable North American tectonic plate. See 
 AD8688.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8688
 AD8688.The horizontal coordinates are valid at the epoch date displayed above
 AD8688.which is a decimal equivalence of Year/Month/Day.
 AD8688
 AD8688.The orthometric height was determined by GPS observations and a
 AD8688.high-resolution geoid model.
 AD8688
 AD8688.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8688.GEOID18 height accuracy estimate available here.
 AD8688
 AD8688.Click photographs - Photos may exist for this station.
 AD8688
 AD8688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8688
 AD8688.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8688
 AD8688.The ellipsoidal height was determined by GPS observations
 AD8688.and is referenced to NAD 83.
 AD8688
 AD8688. The following values were computed from the NAD 83(2011) position.
 AD8688
 AD8688;                    North         East     Units Scale Factor Converg.
 AD8688;SPC FL W     -   241,376.667   232,186.371   MT  0.99995396   +0 08 38.9
 AD8688;SPC FL W     -   791,916.61    761,764.79   sFT  0.99995396   +0 08 38.9
 AD8688;UTM  17      - 2,932,563.767   432,534.463   MT  0.99965619   -0 18 08.1
 AD8688
 AD8688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8688!SPC FL W     -   1.00000249  x   0.99995396  =   0.99995645
 AD8688!UTM  17      -   1.00000249  x   0.99965619  =   0.99965868
 AD8688
 AD8688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3253432563(NAD 83)
 AD8688
 AD8688                          SUPERSEDED SURVEY CONTROL
 AD8688
 AD8688  NAD 83(2007)-  26 30 43.17407(N)    081 40 37.50382(W) AD(2002.00) 0
 AD8688  ELLIP H (02/10/07)  -15.851  (m)                       GP(2002.00)    
 AD8688  NAD 83(1999)-  26 30 43.17442(N)    081 40 37.50421(W) AD(       ) 1
 AD8688  ELLIP H (07/06/01)  -15.829  (m)                       GP(       ) 4 2
 AD8688  NAD 83(1990)-  26 30 43.17260(N)    081 40 37.50318(W) AD(       ) 1
 AD8688  ELLIP H (11/12/93)  -15.786  (m)                       GP(       ) 4 1
 AD8688
 AD8688.Superseded values are not recommended for survey control.
 AD8688
 AD8688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8688.See file dsdata.pdf to determine how the superseded data were derived.
 AD8688
 AD8688_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8688_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AD8688_STAMPING: GPS 01 46 26 02
 AD8688_MARK LOGO: FL-071
 AD8688_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8688+SATELLITE: SATELLITE OBSERVATIONS - September 04, 1992
 AD8688
 AD8688  HISTORY     - Date     Condition        Report By
 AD8688  HISTORY     - 1990     MONUMENTED       JOHNSN
 AD8688  HISTORY     - 19910107 GOOD
 AD8688  HISTORY     - 19920904 GOOD             DENI
 AD8688  HISTORY     - 20060801 MARK NOT FOUND   HOLE
 AD8688
 AD8688                          STATION DESCRIPTION
 AD8688
 AD8688'DESCRIBED 1991
 AD8688'RECOVERED IN GOOD CONDITION.
 AD8688
 AD8688                          STATION RECOVERY (1992)
 AD8688
 AD8688'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AD8688'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8688'STATION IS LOCATED NEAR THE NORTHEAST CORNER OF SECTION 2, TWP 46S,
 AD8688'RGE 26E, 14.9 MI (24.0 KM) SOUTHEAST OF FORT MYERS, SOUTH OF LEHIGH
 AD8688'ACRES, 11.7 MI (18.8 KM) SOUTHEAST OF THE JUNCTION OF I-75 AND STATE
 AD8688'ROUTE 82/IMMOKALEE ROAD, EXIT 23.
 AD8688'TO REACH STATION FROM THE JUNCTION OF I-75 AND STATE ROUTE
 AD8688'82/IMMOKALEE ROAD, EXIT 23, GO SOUTHEAST 9.25 MI (14.89 KM) ON STATE
 AD8688'ROUTE 82 TO GREEN MEADOW ROAD, THEN SOUTH 3.65 MI (5.87 KM) ON GREEN
 AD8688'MEADOW ROAD TO A GRAVEL ROAD LEADING EAST AND THE STATION.
 AD8688'STATION IS BELOW THE SURFACE OF THE GRAVEL ROADS, 9.0 FT (2.7 M) EAST
 AD8688'OF THE CENTERLINE OF GREEN MEADOW ROAD, 2.0 FT (0.6 M) SOUTH OF THE
 AD8688'CENTERLINE OF THE GRAVEL ROAD EAST, 30.3 FT (9.2 M) NORTH NORTHWEST
 AD8688'OF THE EAST END OF A 48 INCH CULVERT PIPE, 61.4 FT (18.7 M) SOUTH
 AD8688'SOUTHEAST OF THE SOUTHWEST CORNER OF A STEEL CATTLE GUARD, 44.5 FT
 AD8688'(13.6 M) SOUTH SOUTHWEST OF A POWER POLE, 29.9 FT (9.1 M) EAST OF A
 AD8688'WITNESS POST.
 AD8688'STATION MARK IS A LEE CO/LB 642 (JOHNSON ENGINEERING, INC.) 3 INCH
 AD8688'BRASS SURVEY CONTROL POINT DISK SET IN TOP OF A 4 INCH SQUARE
 AD8688'CONCRETE POST, 11 INCHES BELOW ROAD LEVEL.
 AD8688
 AD8688                          STATION RECOVERY (2006)
 AD8688
 AD8688'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2006 (BRH)
 AD8688'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8689 ***********************************************************************
 AD8689  DESIGNATION -  46 26 08 02
 AD8689  PID         -  AD8689
 AD8689  STATE/COUNTY-  FL/LEE
 AD8689  COUNTRY     -  US
 AD8689  USGS QUAD   -  CORKSCREW NW (2018)
 AD8689
 AD8689                         *CURRENT SURVEY CONTROL
 AD8689  ______________________________________________________________________
 AD8689* NAD 83(2011) POSITION- 26 29 35.65133(N) 081 43 56.37150(W)   ADJUSTED
 AD8689* NAD 83(2011) ELLIP HT-   -17.401 (meters)        (06/27/12)   ADJUSTED
 AD8689* NAD 83(2011) EPOCH   -  2010.00
 AD8689* NAVD 88 ORTHO HEIGHT -     6.9   (meters)       23.    (feet) GPS OBS
 AD8689  ______________________________________________________________________
 AD8689  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8689  GEOID HEIGHT    -        -25.180 (meters)                     GEOID93
 AD8689  GEOID HEIGHT    -        -24.265 (meters)                     GEOID18
 AD8689  NAD 83(2011) X  -    821,393.801 (meters)                     COMP
 AD8689  NAD 83(2011) Y  - -5,652,774.502 (meters)                     COMP
 AD8689  NAD 83(2011) Z  -  2,828,066.460 (meters)                     COMP
 AD8689  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 AD8689
 AD8689  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8689  Standards:
 AD8689         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8689            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8689  -------------------------------------------------------------------
 AD8689  NETWORK    1.26   2.16           0.51   0.52   1.10      0.09609270
 AD8689  -------------------------------------------------------------------
 AD8689  Click here for local accuracies and other accuracy information.
 AD8689
 AD8689.The horizontal coordinates were established by GPS observations
 AD8689.and adjusted by the National Geodetic Survey in June 2012.
 AD8689
 AD8689.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8689.been affixed to the stable North American tectonic plate. See 
 AD8689.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8689
 AD8689.The horizontal coordinates are valid at the epoch date displayed above
 AD8689.which is a decimal equivalence of Year/Month/Day.
 AD8689
 AD8689.The orthometric height was determined by GPS observations and a
 AD8689.high-resolution geoid model.
 AD8689
 AD8689.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8689.GEOID18 height accuracy estimate available here.
 AD8689
 AD8689.Click photographs - Photos may exist for this station.
 AD8689
 AD8689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8689
 AD8689.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8689
 AD8689.The ellipsoidal height was determined by GPS observations
 AD8689.and is referenced to NAD 83.
 AD8689
 AD8689. The following values were computed from the NAD 83(2011) position.
 AD8689
 AD8689;                    North         East     Units Scale Factor Converg.
 AD8689;SPC FL W     -   239,285.990   226,684.555   MT  0.99994996   +0 07 09.9
 AD8689;SPC FL W     -   785,057.45    743,714.24   sFT  0.99994996   +0 07 09.9
 AD8689;UTM  17      - 2,930,516.600   427,018.137   MT  0.99966576   -0 19 36.1
 AD8689
 AD8689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8689!SPC FL W     -   1.00000273  x   0.99994996  =   0.99995269
 AD8689!UTM  17      -   1.00000273  x   0.99966576  =   0.99966849
 AD8689
 AD8689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2701830516(NAD 83)
 AD8689
 AD8689                          SUPERSEDED SURVEY CONTROL
 AD8689
 AD8689  NAD 83(2007)-  26 29 35.65139(N)    081 43 56.37210(W) AD(2002.00) 0
 AD8689  ELLIP H (02/10/07)  -17.389  (m)                       GP(2002.00)    
 AD8689  NAD 83(1999)-  26 29 35.65174(N)    081 43 56.37247(W) AD(       ) 1
 AD8689  ELLIP H (07/06/01)  -17.370  (m)                       GP(       ) 4 2
 AD8689  NAD 83(1990)-  26 29 35.64989(N)    081 43 56.37149(W) AD(       ) 1
 AD8689  ELLIP H (11/12/93)  -17.328  (m)                       GP(       ) 4 1
 AD8689
 AD8689.Superseded values are not recommended for survey control.
 AD8689
 AD8689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8689.See file dsdata.pdf to determine how the superseded data were derived.
 AD8689
 AD8689_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 AD8689_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AD8689_STAMPING: GPS 02 46 26 08
 AD8689_MARK LOGO: FL-071
 AD8689_PROJECTION: RECESSED 10 CENTIMETERS
 AD8689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8689_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8689+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2022
 AD8689
 AD8689  HISTORY     - Date     Condition        Report By
 AD8689  HISTORY     - 1990     MONUMENTED       JOHNSN
 AD8689  HISTORY     - 19910104 GOOD
 AD8689  HISTORY     - 19920910 GOOD             DENI
 AD8689  HISTORY     - 20060801 GOOD             HOLE
 AD8689  HISTORY     - 20150313 GOOD             GEOCAC
 AD8689  HISTORY     - 20220407 GOOD             FLDT
 AD8689
 AD8689                          STATION DESCRIPTION
 AD8689
 AD8689'DESCRIBED 1991
 AD8689'RECOVERED IN GOOD CONDITION.
 AD8689
 AD8689                          STATION RECOVERY (1992)
 AD8689
 AD8689'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AD8689'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8689'STATION IS LOCATED NEAR THE NORTH QUARTER CORNER OF SECTION 8, TWP
 AD8689'46S, RGE 26E, 13.2 MI (21.2 KM) SOUTH SOUTHEAST OF FORT MYERS, 3.8 MI
 AD8689'(6.1 KM) EAST OF THE JUNCTION OF I-75 AND ALICO ROAD, EXIT 20.
 AD8689'TO REACH STATION FROM THE JUNCTION OF I-75 AND ALICO ROAD, EXIT 20, GO
 AD8689'3.8 MI (6.1 KM) EAST ON ALICO ROAD TO A FARM ROAD LEADING NORTH AND
 AD8689'THE STATION ON THE RIGHT.
 AD8689'STATION IS 45.4 FT (13.8 M) SOUTH OF THE CENTERLINE OF ALICO ROAD, 7.0
 AD8689'FT (2.1 M) EAST OF THE CENTERLINE OF A DIRT FARM ROAD PRODUCED SOUTH,
 AD8689'2.0 FT (0.6 M) NORTH OF A WIRE FENCE, 32.0 FT (9.8 M) EAST OF A POWER
 AD8689'POLE, 1.6 FT (0.5 M) NORTH OF A WITNESS POST.
 AD8689'STATION MARK IS A LEE CO/LB 642 (JOHNSON ENGINEERING, INC.) 3 INCH
 AD8689'BRASS SURVEY CONTROL POINT DISK SET IN TOP OF A 4 INCH SQUARE
 AD8689'CONCRETE POST, 4 INCHES BELOW GROUND LEVEL.
 AD8689
 AD8689                          STATION RECOVERY (2006)
 AD8689
 AD8689'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2006 (BRH)
 AD8689'RECOVERED IN GOOD CONDITION.
 AD8689
 AD8689                          STATION RECOVERY (2015)
 AD8689
 AD8689'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AD8689'RECOVERED IN GOOD CONDITION.
 AD8689
 AD8689                          STATION RECOVERY (2022)
 AD8689
 AD8689'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2022 (BP)
 AD8689'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8690 ***********************************************************************
 AD8690  DESIGNATION -  46 26 22 01
 AD8690  PID         -  AD8690
 AD8690  STATE/COUNTY-  FL/LEE
 AD8690  COUNTRY     -  US
 AD8690  USGS QUAD   -  CORKSCREW NW (2018)
 AD8690
 AD8690                         *CURRENT SURVEY CONTROL
 AD8690  ______________________________________________________________________
 AD8690* NAD 83(2011) POSITION- 26 27 46.73461(N) 081 42 17.85685(W)   ADJUSTED
 AD8690* NAD 83(2011) ELLIP HT-   -17.564 (meters)        (06/27/12)   ADJUSTED
 AD8690* NAD 83(2011) EPOCH   -  2010.00
 AD8690* NAVD 88 ORTHO HEIGHT -     6.7   (meters)       22.    (feet) GPS OBS
 AD8690  ______________________________________________________________________
 AD8690  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8690  GEOID HEIGHT    -        -25.180 (meters)                     GEOID93
 AD8690  GEOID HEIGHT    -        -24.251 (meters)                     GEOID18
 AD8690  NAD 83(2011) X  -    824,309.139 (meters)                     COMP
 AD8690  NAD 83(2011) Y  - -5,653,860.307 (meters)                     COMP
 AD8690  NAD 83(2011) Z  -  2,825,065.938 (meters)                     COMP
 AD8690  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 AD8690
 AD8690  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8690  Standards:
 AD8690         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8690            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8690  -------------------------------------------------------------------
 AD8690  NETWORK    1.25   2.12           0.51   0.51   1.08      0.10099780
 AD8690  -------------------------------------------------------------------
 AD8690  Click here for local accuracies and other accuracy information.
 AD8690
 AD8690.The horizontal coordinates were established by GPS observations
 AD8690.and adjusted by the National Geodetic Survey in June 2012.
 AD8690
 AD8690.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8690.been affixed to the stable North American tectonic plate. See 
 AD8690.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8690
 AD8690.The horizontal coordinates are valid at the epoch date displayed above
 AD8690.which is a decimal equivalence of Year/Month/Day.
 AD8690
 AD8690.The orthometric height was determined by GPS observations and a
 AD8690.high-resolution geoid model.
 AD8690
 AD8690.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8690.GEOID18 height accuracy estimate available here.
 AD8690
 AD8690.Click photographs - Photos may exist for this station.
 AD8690
 AD8690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8690
 AD8690.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8690
 AD8690.The ellipsoidal height was determined by GPS observations
 AD8690.and is referenced to NAD 83.
 AD8690
 AD8690. The following values were computed from the NAD 83(2011) position.
 AD8690
 AD8690;                    North         East     Units Scale Factor Converg.
 AD8690;SPC FL W     -   235,940.062   229,420.307   MT  0.99995186   +0 07 53.3
 AD8690;SPC FL W     -   774,080.02    752,689.79   sFT  0.99995186   +0 07 53.3
 AD8690;UTM  17      - 2,927,150.453   429,726.990   MT  0.99966097   -0 18 51.0
 AD8690
 AD8690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8690!SPC FL W     -   1.00000276  x   0.99995186  =   0.99995462
 AD8690!UTM  17      -   1.00000276  x   0.99966097  =   0.99966373
 AD8690
 AD8690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2972627150(NAD 83)
 AD8690
 AD8690                          SUPERSEDED SURVEY CONTROL
 AD8690
 AD8690  NAD 83(2007)-  26 27 46.73468(N)    081 42 17.85746(W) AD(2002.00) 0
 AD8690  ELLIP H (02/10/07)  -17.550  (m)                       GP(2002.00)    
 AD8690  NAD 83(1999)-  26 27 46.73506(N)    081 42 17.85778(W) AD(       ) 1
 AD8690  ELLIP H (07/06/01)  -17.531  (m)                       GP(       ) 4 2
 AD8690  NAD 83(1990)-  26 27 46.73325(N)    081 42 17.85678(W) AD(       ) 1
 AD8690  ELLIP H (11/12/93)  -17.483  (m)                       GP(       ) 4 1
 AD8690
 AD8690.Superseded values are not recommended for survey control.
 AD8690
 AD8690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8690.See file dsdata.pdf to determine how the superseded data were derived.
 AD8690
 AD8690_MARKER: DD = SURVEY DISK
 AD8690_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AD8690_STAMPING: GPS 01 46 26 22
 AD8690_MARK LOGO: FL-071
 AD8690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8690+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2015
 AD8690
 AD8690  HISTORY     - Date     Condition        Report By
 AD8690  HISTORY     - 1990     MONUMENTED       JOHNSN
 AD8690  HISTORY     - 19910107 GOOD
 AD8690  HISTORY     - 19920910 GOOD             DENI
 AD8690  HISTORY     - 20060801 GOOD             HOLE
 AD8690  HISTORY     - 20150313 GOOD             GEOCAC
 AD8690
 AD8690                          STATION DESCRIPTION
 AD8690
 AD8690'DESCRIBED 1991
 AD8690'RECOVERED IN GOOD CONDITION.
 AD8690
 AD8690                          STATION RECOVERY (1992)
 AD8690
 AD8690'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AD8690'DESCRIBED BY DENI ASSOCIATES, INC.
 AD8690'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 22, TWP 46S,
 AD8690'RGE 26E, 15.9 MI (25.6 KM) SOUTHEAST OF FORT MYERS, 6.0 MI (9.7 KM)
 AD8690'EAST SOUTHEAST OF THE JUNCTION OF I-75 AND ALICO ROAD, EXIT 20.
 AD8690'TO REACH STATION FROM THE JUNCTION OF I-75 AND ALICO ROAD, EXIT 20, GO
 AD8690'EAST 4.6 MI (7.4 KM) ON ALICO ROAD TO A CURVE TO THE RIGHT, THEN
 AD8690'CONTINUE 2.35 MI (3.78 KM) SOUTHEAST ON ALICO ROAD TO THE WATER
 AD8690'TREATMENT PLANT ENTRANCE ROAD AND THE MARK ON THE LEFT.  STATION IS
 AD8690'ALSO LOCATED 0.6 MI (1.0 KM) NORTH OF THE JUNCTION OF ALICO AND
 AD8690'CORKSCREW ROADS.
 AD8690'STATION IS 80.5 FT (24.5 M) NORTHEAST OF THE CENTERLINE OF ALICO ROAD,
 AD8690'34.0 FT (10.4 M) NORTHWEST OF THE CENTERLINE OF THE PAVED WATER
 AD8690'TREATMENT PLANT ENTRANCE ROAD, 87.9 FT (26.8 M) NORTHEAST OF A
 AD8690'CHISELED SQUARE IN THE TOP OF THE WESTERLY END OF A CONCRETE CULVERT
 AD8690'HEADWALL ON THE SOUTH SIDE OF THE ENTRANCE ROAD, 10.0 FT (3.0 M)
 AD8690'SOUTHWEST OF A CHAIN LINK FENCE, 9.9 FT (3.0 M) SOUTHWEST OF A WITNESS
 AD8690'POST.
 AD8690'STATION MARK IS A LEE CO/LB 642 (JOHNSON ENGINEERING, INC.) 3 INCH
 AD8690'BRASS SURVEY CONTROL POINT DISK SET IN TOP OF A 4 INCH SQUARE
 AD8690'CONCRETE POST, 6 INCHES BELOW GROUND LEVEL.
 AD8690
 AD8690                          STATION RECOVERY (2006)
 AD8690
 AD8690'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2006 (BRH)
 AD8690'RECOVERED IN GOOD CONDITION.
 AD8690
 AD8690                          STATION RECOVERY (2015)
 AD8690
 AD8690'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AD8690'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1365 ***********************************************************************
 BE1365  DESIGNATION -  46 70 D 13 FLDT
 BE1365  PID         -  BE1365
 BE1365  STATE/COUNTY-  FL/BAY
 BE1365  COUNTRY     -  US
 BE1365  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1365
 BE1365                         *CURRENT SURVEY CONTROL
 BE1365  ______________________________________________________________________
 BE1365* NAD 83(1990) POSITION- 30 16 33.72445(N) 085 59 23.97710(W)   ADJUSTED
 BE1365* NAVD 88 ORTHO HEIGHT -     4.126 (meters)       13.54  (feet) ADJUSTED
 BE1365  ______________________________________________________________________
 BE1365  GEOID HEIGHT    -        -27.634 (meters)                     GEOID18
 BE1365  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 BE1365  DYNAMIC HEIGHT  -          4.120 (meters)       13.52  (feet) COMP
 BE1365  MODELED GRAVITY -    979,329.7   (mgal)                       NAVD 88
 BE1365
 BE1365  HORZ ORDER      -  SECOND
 BE1365  VERT ORDER      -  SECOND    CLASS II
 BE1365
 BE1365.The horizontal coordinates were established by classical geodetic methods
 BE1365.and adjusted by the National Geodetic Survey in May 1991.
 BE1365
 BE1365.The orthometric height was determined by differential leveling and
 BE1365.adjusted by the NATIONAL GEODETIC SURVEY
 BE1365.in June 1991.
 BE1365
 BE1365.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1365.GEOID18 height accuracy estimate available here.
 BE1365
 BE1365.Click photographs - Photos may exist for this station.
 BE1365
 BE1365.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1365
 BE1365.The dynamic height is computed by dividing the NAVD 88
 BE1365.geopotential number by the normal gravity value computed on the
 BE1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1365.degrees latitude (g = 980.6199 gals.).
 BE1365
 BE1365.The modeled gravity was interpolated from observed gravity values.
 BE1365
 BE1365. The following values were computed from the NAD 83(1990) position.
 BE1365
 BE1365;                    North         East     Units Scale Factor Converg.
 BE1365;SPC FL N     -   142,382.122   456,646.809   MT  0.99995023   -0 44 55.5
 BE1365;SPC FL N     -   467,132.01  1,498,182.07   sFT  0.99995023   -0 44 55.5
 BE1365;UTM  16      - 3,349,804.572   597,144.547   MT  0.99971642   +0 30 33.3
 BE1365
 BE1365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1365!SPC FL N     -   1.00000369  x   0.99995023  =   0.99995392
 BE1365!UTM  16      -   1.00000369  x   0.99971642  =   0.99972011
 BE1365
 BE1365:                Primary Azimuth Mark                     Grid Az
 BE1365:SPC FL N     -  60 70 D12                                255 33 43.9
 BE1365:UTM  16      -  60 70 D12                                254 18 15.1
 BE1365
 BE1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9714449804(NAD 83)
 BE1365
 BE1365|---------------------------------------------------------------------|
 BE1365| PID    Reference Object                     Distance      Geod. Az  |
 BE1365|                                                           dddmmss.s |
 BE1365| BE3749 60 70 D12                           APPROX. 0.7 KM 2544848.4 |
 BE1365|---------------------------------------------------------------------|
 BE1365
 BE1365                          SUPERSEDED SURVEY CONTROL
 BE1365
 BE1365  NAD 83(1986)-  30 16 33.73622(N)    085 59 23.98597(W) AD(       ) 2
 BE1365  NAD 27      -  30 16 33.01071(N)    085 59 24.21054(W) AD(       ) 2
 BE1365  NGVD 29 (07/19/86)    4.32   (m)           14.2    (f) LEVELING    3  
 BE1365
 BE1365.Superseded values are not recommended for survey control.
 BE1365
 BE1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1365.See file dsdata.pdf to determine how the superseded data were derived.
 BE1365
 BE1365_MARKER: DD = SURVEY DISK
 BE1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1365_STAMPING: 46 70 D13
 BE1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1365+STABILITY: SURFACE MOTION
 BE1365
 BE1365  HISTORY     - Date     Condition        Report By
 BE1365  HISTORY     - 1976     MONUMENTED       FLDT
 BE1365  HISTORY     - 1976     GOOD             FLDT
 BE1365
 BE1365                          STATION DESCRIPTION
 BE1365
 BE1365'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1365'STATION IS LOCATED ABOUT 15-3/4 MILES SOUTHEAST OF SANTA ROSA
 BE1365'BEACH AND ABOUT 20-1/2 MILES WEST-NORTHWEST OF PANAMA CITY, ON
 BE1365'THE NORTH SIDE OF U.S. ROUTE 98 ON THE OUTSIDE OF A CURVE.
 BE1365'
 BE1365'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BE1365'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0
 BE1365'MILES TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE
 BE1365'98 FOR 1.0 MILES TO STATION ON THE RIGHT ABOUT 100 YARDS
 BE1365'WEST OF WEST END OF PHILLIPS INLET BRIDGE.
 BE1365'
 BE1365'STATION MARK IS STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1365'BRASS DISK, STAMPED 46 70 D13, SET IN THE TOP OF A 4 INCH X 4
 BE1365'INCH CONCRETE MONUMENT THAT IS 1 INCH ABOVE THE GROUND.  IT IS 2.2
 BE1365'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 80.0 FEET NORTHEAST
 BE1365'OF CENTERLINE OF U.S. ROUTE 98 AND 80.8 FEET EAST OF A POWER POLE.
 BE1365
 BE1365                          STATION RECOVERY (1976)
 BE1365
 BE1365'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BE1365'7.0 MI W FROM WEST PANAMA CITY BEACH.
 BE1365'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BE1365'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BE1365'GO WEST ON U.S. ROUTE 98 FOR ABOUT 1.0 MILE AND STATION.  WHICH IS SET
 BE1365'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT THAT IS 1
 BE1365'INCH ABOVE THE GROUND.  IT IS 80.8 FEET EAST OF A POWER POLE, 80.0
 BE1365'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 2.2 FEET SOUTH-SOUTHWEST
 BE1365'OF A METAL WITNESS POST.  SECTION 31, T 2S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1333 ***********************************************************************
 BE1333  DESIGNATION -  46 75 A 01 FLDT
 BE1333  PID         -  BE1333
 BE1333  STATE/COUNTY-  FL/BAY
 BE1333  COUNTRY     -  US
 BE1333  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1333
 BE1333                         *CURRENT SURVEY CONTROL
 BE1333  ______________________________________________________________________
 BE1333* NAD 83(1986) POSITION- 30 15 42.     (N) 085 58 32.     (W)   SCALED
 BE1333* NAVD 88 ORTHO HEIGHT -     3.159 (meters)       10.36  (feet) ADJUSTED
 BE1333  ______________________________________________________________________
 BE1333  GEOID HEIGHT    -        -27.631 (meters)                     GEOID18
 BE1333  DYNAMIC HEIGHT  -          3.155 (meters)       10.35  (feet) COMP
 BE1333  MODELED GRAVITY -    979,328.9   (mgal)                       NAVD 88
 BE1333
 BE1333  VERT ORDER      -  SECOND    CLASS II
 BE1333
 BE1333.The horizontal coordinates were scaled from a map and have
 BE1333.an estimated accuracy of +/- 6 seconds.
 BE1333
 BE1333.The orthometric height was determined by differential leveling and
 BE1333.adjusted by the NATIONAL GEODETIC SURVEY
 BE1333.in June 1991.
 BE1333
 BE1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1333.GEOID18 height accuracy estimate available here.
 BE1333
 BE1333.Click photographs - Photos may exist for this station.
 BE1333
 BE1333.The dynamic height is computed by dividing the NAVD 88
 BE1333.geopotential number by the normal gravity value computed on the
 BE1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1333.degrees latitude (g = 980.6199 gals.).
 BE1333
 BE1333.The modeled gravity was interpolated from observed gravity values.
 BE1333
 BE1333;                    North         East    Units  Estimated Accuracy
 BE1333;SPC FL N     -   140,770.      458,020.      MT  (+/- 180 meters Scaled)
 BE1333
 BE1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU985482(NAD 83)
 BE1333
 BE1333                          SUPERSEDED SURVEY CONTROL
 BE1333
 BE1333.No superseded survey control is available for this station.
 BE1333
 BE1333_MARKER: DD = SURVEY DISK
 BE1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1333_STAMPING: 46 75 A01
 BE1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1333+STABILITY: SURFACE MOTION
 BE1333
 BE1333  HISTORY     - Date     Condition        Report By
 BE1333  HISTORY     - UNK      MONUMENTED       FLDT
 BE1333  HISTORY     - 1977     GOOD             FLDT
 BE1333
 BE1333                          STATION DESCRIPTION
 BE1333
 BE1333'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1333'5.75 MI NW FROM PANAMA CITY BEACH.
 BE1333'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1333'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1333'U.S. ROUTE 98 FOR ABOUT 5.75 MILES AND STATION.  WHICH IS SET IN THE
 BE1333'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
 BE1333'GROUND.  IT IS 73.0 FEET WEST OF A 6 INCH PALM TREE, 62.0 FEET
 BE1333'SOUTH-SOUTHWEST OF A 12 INCH PALM TREE, 33.5 FEET SOUTH-SOUTHWEST OF
 BE1333'CENTER OF U.S. ROUTE 98 AND 3.0 FEET NORTHEAST OF A METAL WITNESS
 BE1333'POST.  SECTION 5, T 3S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1372 ***********************************************************************
 BE1372  DESIGNATION -  46 75 A 04 FLDT
 BE1372  PID         -  BE1372
 BE1372  STATE/COUNTY-  FL/BAY
 BE1372  COUNTRY     -  US
 BE1372  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1372
 BE1372                         *CURRENT SURVEY CONTROL
 BE1372  ______________________________________________________________________
 BE1372* NAD 83(1990) POSITION- 30 15 03.67307(N) 085 57 00.36631(W)   ADJUSTED
 BE1372* NAVD 88 ORTHO HEIGHT -     7.189 (meters)       23.59  (feet) ADJUSTED
 BE1372  ______________________________________________________________________
 BE1372  GEOID HEIGHT    -        -27.638 (meters)                     GEOID18
 BE1372  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 BE1372  DYNAMIC HEIGHT  -          7.180 (meters)       23.56  (feet) COMP
 BE1372  MODELED GRAVITY -    979,328.0   (mgal)                       NAVD 88
 BE1372
 BE1372  HORZ ORDER      -  SECOND
 BE1372  VERT ORDER      -  SECOND    CLASS II
 BE1372
 BE1372.The horizontal coordinates were established by classical geodetic methods
 BE1372.and adjusted by the National Geodetic Survey in May 1991.
 BE1372
 BE1372.The orthometric height was determined by differential leveling and
 BE1372.adjusted by the NATIONAL GEODETIC SURVEY
 BE1372.in June 1991.
 BE1372
 BE1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1372.GEOID18 height accuracy estimate available here.
 BE1372
 BE1372.Click photographs - Photos may exist for this station.
 BE1372
 BE1372.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1372
 BE1372.The dynamic height is computed by dividing the NAVD 88
 BE1372.geopotential number by the normal gravity value computed on the
 BE1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1372.degrees latitude (g = 980.6199 gals.).
 BE1372
 BE1372.The modeled gravity was interpolated from observed gravity values.
 BE1372
 BE1372. The following values were computed from the NAD 83(1990) position.
 BE1372
 BE1372;                    North         East     Units Scale Factor Converg.
 BE1372;SPC FL N     -   139,559.996   460,449.356   MT  0.99994950   -0 43 43.4
 BE1372;SPC FL N     -   457,873.09  1,510,657.60   sFT  0.99994950   -0 43 43.4
 BE1372;UTM  16      - 3,347,067.225   601,007.245   MT  0.99972587   +0 31 44.3
 BE1372
 BE1372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1372!SPC FL N     -   1.00000321  x   0.99994950  =   0.99995271
 BE1372!UTM  16      -   1.00000321  x   0.99972587  =   0.99972908
 BE1372
 BE1372:                Primary Azimuth Mark                     Grid Az
 BE1372:SPC FL N     -  46 76 B04                                299 42 09.1
 BE1372:UTM  16      -  46 76 B04                                298 26 41.4
 BE1372
 BE1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0100747067(NAD 83)
 BE1372
 BE1372|---------------------------------------------------------------------|
 BE1372| PID    Reference Object                     Distance      Geod. Az  |
 BE1372|                                                           dddmmss.s |
 BE1372| BE1490 46 76 B04                           APPROX. 0.8 KM 2985825.7 |
 BE1372|---------------------------------------------------------------------|
 BE1372
 BE1372                          SUPERSEDED SURVEY CONTROL
 BE1372
 BE1372  NAD 83(1986)-  30 15 03.68450(N)    085 57 00.37533(W) AD(       ) 2
 BE1372  NAD 27      -  30 15 02.95658(N)    085 57 00.60335(W) AD(       ) 2
 BE1372  NGVD 29 (07/19/86)    7.33   (m)           24.0    (f) LEVELING    3  
 BE1372
 BE1372.Superseded values are not recommended for survey control.
 BE1372
 BE1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1372.See file dsdata.pdf to determine how the superseded data were derived.
 BE1372
 BE1372_MARKER: DD = SURVEY DISK
 BE1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1372_STAMPING: 46 75 A04
 BE1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1372+STABILITY: SURFACE MOTION
 BE1372
 BE1372  HISTORY     - Date     Condition        Report By
 BE1372  HISTORY     - UNK      MONUMENTED       FLDT
 BE1372  HISTORY     - 1977     GOOD             FLDT
 BE1372
 BE1372                          STATION DESCRIPTION
 BE1372
 BE1372'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1372'4.1 MI NW FROM PANAMA CITY BEACH.
 BE1372'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1372'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1372'U.S. ROUTE 98 FOR ABOUT 4.1 MILES TO THE JUNCTION OF 5TH STREET AND
 BE1372'STATION.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE
 BE1372'MONUMENT 3 INCHES BELOW GROUND.  IT IS 52.0 FEET WEST OF THE
 BE1372'APPROXIMATE CENTER OF THE JUNCTION OF U.S. ROUTE 98 AND 5TH STREET,
 BE1372'39.0 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 7.5 FEET NORTHEAST
 BE1372'OF A POWER LINE BRACE POLE WITH A METAL TRIANGULAR TAG ATTACHED.
 BE1372'SECTION 9, T 3S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0333 ***********************************************************************
 AS0333  DESIGNATION -  46 76 A01
 AS0333  PID         -  AS0333
 AS0333  STATE/COUNTY-  FL/GULF
 AS0333  COUNTRY     -  US
 AS0333  USGS QUAD   -  BEACON HILL (2018)
 AS0333
 AS0333                         *CURRENT SURVEY CONTROL
 AS0333  ______________________________________________________________________
 AS0333* NAD 83(1990) POSITION- 29 54 45.26924(N) 085 22 32.73780(W)   ADJUSTED
 AS0333* NAVD 88 ORTHO HEIGHT -     3.500 (meters)       11.48  (feet) ADJUSTED
 AS0333  ______________________________________________________________________
 AS0333  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 AS0333  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 AS0333  DYNAMIC HEIGHT  -          3.495 (meters)       11.47  (feet) COMP
 AS0333  MODELED GRAVITY -    979,308.8   (mgal)                       NAVD 88
 AS0333
 AS0333  HORZ ORDER      -  SECOND
 AS0333  VERT ORDER      -  SECOND    CLASS II
 AS0333
 AS0333.The horizontal coordinates were established by classical geodetic methods
 AS0333.and adjusted by the National Geodetic Survey in May 1991.
 AS0333
 AS0333.The orthometric height was determined by differential leveling and
 AS0333.adjusted by the NATIONAL GEODETIC SURVEY
 AS0333.in June 1991.
 AS0333
 AS0333.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0333.GEOID18 height accuracy estimate available here.
 AS0333
 AS0333.Click photographs - Photos may exist for this station.
 AS0333
 AS0333.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS0333
 AS0333.The dynamic height is computed by dividing the NAVD 88
 AS0333.geopotential number by the normal gravity value computed on the
 AS0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0333.degrees latitude (g = 980.6199 gals.).
 AS0333
 AS0333.The modeled gravity was interpolated from observed gravity values.
 AS0333
 AS0333. The following values were computed from the NAD 83(1990) position.
 AS0333
 AS0333;                    North         East     Units Scale Factor Converg.
 AS0333;SPC FL N     -   101,481.199   515,431.522   MT  0.99995825   -0 26 24.3
 AS0333;SPC FL N     -   332,942.90  1,691,044.92   sFT  0.99995825   -0 26 24.3
 AS0333;UTM  16      - 3,310,206.513   656,801.905   MT  0.99990335   +0 48 36.5
 AS0333
 AS0333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0333!SPC FL N     -   1.00000376  x   0.99995825  =   0.99996201
 AS0333!UTM  16      -   1.00000376  x   0.99990335  =   0.99990711
 AS0333
 AS0333:                Primary Azimuth Mark                     Grid Az
 AS0333:SPC FL N     -  H 60 FL                                  200 21 31.4
 AS0333:UTM  16      -  H 60 FL                                  199 06 30.6
 AS0333
 AS0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5680110206(NAD 83)
 AS0333
 AS0333|---------------------------------------------------------------------|
 AS0333| PID    Reference Object                     Distance      Geod. Az  |
 AS0333|                                                           dddmmss.s |
 AS0333| AS0322 46 76 A01 RM 1                       14.050 METERS 15832     |
 AS0333| AS0821 H 60 FL                             APPROX. 4.9 KM 1995507.1 |
 AS0333| CW1682 46 76 A01 RM 2                       10.315 METERS 26817     |
 AS0333| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 4.9 KM 3174759.2 |
 AS0333| AS0028 CONSORT                             375.903 METERS 32718     |
 AS0333|---------------------------------------------------------------------|
 AS0333
 AS0333                          SUPERSEDED SURVEY CONTROL
 AS0333
 AS0333  NAD 83(1986)-  29 54 45.28070(N)    085 22 32.75340(W) AD(       ) 2
 AS0333  NAD 27      -  29 54 44.53617(N)    085 22 33.04159(W) AD(       ) 2
 AS0333  NGVD 29 (07/19/86)    3.64   (m)           11.9    (f) LEVELING    3  
 AS0333
 AS0333.Superseded values are not recommended for survey control.
 AS0333
 AS0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0333.See file dsdata.pdf to determine how the superseded data were derived.
 AS0333
 AS0333_MARKER: DD = SURVEY DISK
 AS0333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0333_STAMPING: 46 76 A01
 AS0333_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0333+STABILITY: SURFACE MOTION
 AS0333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0333+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2010
 AS0333
 AS0333  HISTORY     - Date     Condition        Report By
 AS0333  HISTORY     - 1976     MONUMENTED       FLDT
 AS0333  HISTORY     - 1976     GOOD             FLDT
 AS0333  HISTORY     - 1980     GOOD             NOS
 AS0333  HISTORY     - 20100420 GOOD             SESMC
 AS0333
 AS0333                          STATION DESCRIPTION
 AS0333
 AS0333'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0333'STATION IS LOCATED ABOUT 9-1/2 MILES NORTHWEST OF WHITE CITY
 AS0333'AND ABOUT 3-1/2 MILES SOUTHEAST OF MEXICO BEACH, ON THE
 AS0333'SOUTHWEST SIDE OF U.S. ROUTE 98.
 AS0333'
 AS0333'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0333'SOUTHEAST ON U.S. ROUTE 98 FOR 2.4 MILES TO BAY-GULF COUNTY
 AS0333'LINE AT THE INTERSECTION OF U.S. ROUTE 98 AND STATE ROUTE 386,
 AS0333'CONTINUE SOUTHEAST ON U.S. ROUTE 98 FOR 1.15 MILES AND STATION
 AS0333'ON THE RIGHT.
 AS0333'
 AS0333'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0333'RESOURCES BRASS DISK, STAMPED 46 76 A01, SET IN THE TOP OF A
 AS0333'ROUND CONCRETE MONUMENT 3 INCHES BELOW THE GROUND.  IT IS 4.0
 AS0333'FOOT NORTHEAST OF A METAL WITNESS POST, 34.0 FEET SOUTHWEST OF
 AS0333'CENTER OF U.S. ROUTE 98, 88.0 FEET SOUTH AND ACROSS ROAD FROM A
 AS0333'POWER LINE POLE NUMBER 57-Y-591P AND 234.0 FEET SOUTHEAST OF
 AS0333'CENTER OF A CROSS DRAIN HEADWALL.
 AS0333'
 AS0333'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0333'TRANSPORTATION BRASS DISK, STAMPED 46 76 A01 RM NO1, SET IN
 AS0333'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW
 AS0333'THE GROUND.  IT IS 0.6 FOOT NORTHEAST OF A METAL WITNESS POST
 AS0333'AND 48.8 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98.
 AS0333'
 AS0333'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0333'NATURAL RESOURCES BRASS DISK, STAMPED R 6 GULF 1973, SET IN THE
 AS0333'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 6 INCHES ABOVE THE
 AS0333'GROUND.  IT IS 1.0 FOOT NORTHEAST OF A METAL WITNESS POST,
 AS0333'60.7 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98, 99.7 FEET
 AS0333'SOUTHWEST AND ACROSS ROAD FROM POWER LINE POLE NUMBER 57-Y-591P
 AS0333'AND 214.0 FEET SOUTHEAST OF CENTER OF A CROSS DRAIN HEADWALL.
 AS0333
 AS0333                          STATION RECOVERY (1976)
 AS0333
 AS0333'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0333'3.55 MI SE FROM MEXICO BEACH.
 AS0333'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0333'ROUTE 98 FOR ABOUT 2.4 MILES TO THE BAY-GULF COUNTY LINE, CONTINUE
 AS0333'SOUTHEAST ON U.S ROUTE 98 FOR ABOUT 1.15 MILES AND STATION, ABOUT 235
 AS0333'FEET SOUTHEAST OF A CROSS DRAIN.  WHICH IS SET IN THE TOP OF A ROUND
 AS0333'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 88.0 FEET SOUTH AND
 AS0333'ACROSS U.S. ROUTE 98 FROM A POWER POLE, 34.0 FEET SOUTHWEST OF CENTER
 AS0333'OF U.S. ROUTE 98 AND 4.0 FEET NORTHEAST OF A METAL WITNESS POST.
 AS0333'SECTION 31, T6S, R11W.
 AS0333
 AS0333                          STATION RECOVERY (1980)
 AS0333
 AS0333'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 AS0333'THE STATION WAS RECOVERED AS DESCRIBED BY FDNR 1976 DESCRIPTION.
 AS0333'
 AS0333'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.061 METERS.
 AS0333
 AS0333                          STATION RECOVERY (2010)
 AS0333
 AS0333'RECOVERY NOTE BY SOUTHEASTERN SURVEY AND MAPPIN 2010 (SFS)
 AS0333'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0322 ***********************************************************************
 AS0322  DESIGNATION -  46 76 A01 RM 1
 AS0322  PID         -  AS0322
 AS0322  STATE/COUNTY-  FL/GULF
 AS0322  COUNTRY     -  US
 AS0322  USGS QUAD   -  BEACON HILL (2018)
 AS0322
 AS0322                         *CURRENT SURVEY CONTROL
 AS0322  ______________________________________________________________________
 AS0322* NAD 83(1986) POSITION- 29 54 44.84   (N) 085 22 32.55   (W)   HD_HELD1
 AS0322* NAVD 88 ORTHO HEIGHT -     3.017 (meters)        9.90  (feet) ADJUSTED
 AS0322  ______________________________________________________________________
 AS0322  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 AS0322  DYNAMIC HEIGHT  -          3.013 (meters)        9.89  (feet) COMP
 AS0322  MODELED GRAVITY -    979,308.8   (mgal)                       NAVD 88
 AS0322
 AS0322  VERT ORDER      -  SECOND    CLASS II
 AS0322
 AS0322.The horizontal coordinates were determined by differentially corrected
 AS0322.hand held GPS observations or other comparable positioning techniques
 AS0322.and have an estimated accuracy of +/- 3 meters.
 AS0322
 AS0322.The orthometric height was determined by differential leveling and
 AS0322.adjusted by the NATIONAL GEODETIC SURVEY
 AS0322.in June 1991.
 AS0322
 AS0322.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0322.GEOID18 height accuracy estimate available here.
 AS0322
 AS0322.Click photographs - Photos may exist for this station.
 AS0322
 AS0322.The dynamic height is computed by dividing the NAVD 88
 AS0322.geopotential number by the normal gravity value computed on the
 AS0322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0322.degrees latitude (g = 980.6199 gals.).
 AS0322
 AS0322.The modeled gravity was interpolated from observed gravity values.
 AS0322
 AS0322;                    North         East    Units  Estimated Accuracy
 AS0322;SPC FL N     -   101,467.9     515,436.5     MT  (+/- 3 meters HH1 GPS) 
 AS0322
 AS0322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5680710193(NAD 83)
 AS0322
 AS0322                          SUPERSEDED SURVEY CONTROL
 AS0322
 AS0322.No superseded survey control is available for this station.
 AS0322
 AS0322_MARKER: DD = SURVEY DISK
 AS0322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0322_STAMPING: 46 76 A01 RM NO 1
 AS0322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0322+STABILITY: SURFACE MOTION
 AS0322
 AS0322  HISTORY     - Date     Condition        Report By
 AS0322  HISTORY     - 1976     MONUMENTED       FLDT
 AS0322  HISTORY     - 1976     GOOD             FLDT
 AS0322
 AS0322                          STATION DESCRIPTION
 AS0322
 AS0322'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0322'3.55 MI SE FROM MEXICO BEACH.
 AS0322'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0322'ROUTE 98 FOR ABOUT 2.4 MILES TO THE BAY-GULF COUNTY LINE, CONTINUE
 AS0322'SOUTHEAST ON U.S. ROUTE 98 FOR ABOUT 1.15 MILES AND REFERENCE MARK,
 AS0322'ABOUT 235 FEET SOUTHEAST OF A CROSS DRAIN.  WHICH IS SET IN THE TOP OF
 AS0322'A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND. IT
 AS0322'IS 48.8 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 0.6 FOOT
 AS0322'NORTHEAST OF A METAL WITNESS POST.  SECTION 31, T6S, R11W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0341 ***********************************************************************
 AS0341  DESIGNATION -  46 76 A02
 AS0341  PID         -  AS0341
 AS0341  STATE/COUNTY-  FL/GULF
 AS0341  COUNTRY     -  US
 AS0341  USGS QUAD   -  BEACON HILL (2018)
 AS0341
 AS0341                         *CURRENT SURVEY CONTROL
 AS0341  ______________________________________________________________________
 AS0341* NAD 83(1990) POSITION- 29 55 07.94292(N) 085 22 54.27261(W)   ADJUSTED
 AS0341* NAVD 88 ORTHO HEIGHT -     3.958 (meters)       12.99  (feet) ADJUSTED
 AS0341  ______________________________________________________________________
 AS0341  GEOID HEIGHT    -        -27.426 (meters)                     GEOID18
 AS0341  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 AS0341  DYNAMIC HEIGHT  -          3.953 (meters)       12.97  (feet) COMP
 AS0341  MODELED GRAVITY -    979,309.2   (mgal)                       NAVD 88
 AS0341
 AS0341  HORZ ORDER      -  SECOND
 AS0341  VERT ORDER      -  SECOND    CLASS II
 AS0341
 AS0341.The horizontal coordinates were established by classical geodetic methods
 AS0341.and adjusted by the National Geodetic Survey in May 1991.
 AS0341
 AS0341.The orthometric height was determined by differential leveling and
 AS0341.adjusted by the NATIONAL GEODETIC SURVEY
 AS0341.in June 1991.
 AS0341
 AS0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0341.GEOID18 height accuracy estimate available here.
 AS0341
 AS0341.Click photographs - Photos may exist for this station.
 AS0341
 AS0341.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS0341
 AS0341.The dynamic height is computed by dividing the NAVD 88
 AS0341.geopotential number by the normal gravity value computed on the
 AS0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0341.degrees latitude (g = 980.6199 gals.).
 AS0341
 AS0341.The modeled gravity was interpolated from observed gravity values.
 AS0341
 AS0341. The following values were computed from the NAD 83(1990) position.
 AS0341
 AS0341;                    North         East     Units Scale Factor Converg.
 AS0341;SPC FL N     -   102,183.768   514,859.287   MT  0.99995777   -0 26 35.2
 AS0341;SPC FL N     -   335,247.91  1,689,167.51   sFT  0.99995777   -0 26 35.2
 AS0341;UTM  16      - 3,310,896.389   656,214.508   MT  0.99990109   +0 48 26.3
 AS0341
 AS0341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0341!SPC FL N     -   1.00000369  x   0.99995777  =   0.99996146
 AS0341!UTM  16      -   1.00000369  x   0.99990109  =   0.99990478
 AS0341
 AS0341:                Primary Azimuth Mark                     Grid Az
 AS0341:SPC FL N     -  46 76 A01                                140 50 15.2
 AS0341:UTM  16      -  46 76 A01                                139 35 13.7
 AS0341
 AS0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5621410896(NAD 83)
 AS0341
 AS0341|---------------------------------------------------------------------|
 AS0341| PID    Reference Object                     Distance      Geod. Az  |
 AS0341|                                                           dddmmss.s |
 AS0341| AS0837 ST JOSEPH POINT LIGHTED RNG         139.056 METERS 12015     |
 AS0341| AS0323 46 76 A02 RM 1                       13.595 METERS 12531     |
 AS0341| AS0333 46 76 A01                           APPROX. 0.9 KM 1402340.0 |
 AS0341| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 4.0 KM 3171246.1 |
 AS0341| AS0334 46 76 A02 RM 2                       13.947 METERS 34003     |
 AS0341|---------------------------------------------------------------------|
 AS0341
 AS0341                          SUPERSEDED SURVEY CONTROL
 AS0341
 AS0341  NAD 83(1986)-  29 55 07.95441(N)    085 22 54.28812(W) AD(       ) 2
 AS0341  NAD 27      -  29 55 07.21024(N)    085 22 54.57563(W) AD(       ) 2
 AS0341  NGVD 29 (07/19/86)    4.10   (m)           13.5    (f) LEVELING    3  
 AS0341
 AS0341.Superseded values are not recommended for survey control.
 AS0341
 AS0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0341.See file dsdata.pdf to determine how the superseded data were derived.
 AS0341
 AS0341_MARKER: DD = SURVEY DISK
 AS0341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0341_STAMPING: 46 76 A02
 AS0341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0341+STABILITY: SURFACE MOTION
 AS0341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0341+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2010
 AS0341
 AS0341  HISTORY     - Date     Condition        Report By
 AS0341  HISTORY     - 1976     MONUMENTED       FLDT
 AS0341  HISTORY     - 1976     GOOD             FLDT
 AS0341  HISTORY     - 20100420 GOOD             SESMC
 AS0341
 AS0341                          STATION DESCRIPTION
 AS0341
 AS0341'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0341'STATION IS LOCATED ABOUT 3 MILES SOUTHEAST OF MEXICO BEACH AND
 AS0341'ABOUT 10 MILES NORTHWEST OF WHITE CITY, ON THE NORTHEAST SIDE
 AS0341'OF U.S. ROUTE 98 AND ABOUT 0.1 MILE NORTHWEST OF ST. JOSEPH POINT
 AS0341'LIGHTED RANGE.
 AS0341'
 AS0341'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0341'SOUTHEAST ON U.S. ROUTE 98 FOR 2.4 MILES TO THE BAY-GULF
 AS0341'COUNTY LINE AT THE INTERSECTION OF U.S. ROUTE 98 AND STATE ROUTE
 AS0341'386, CONTINUE SOUTHEAST ON U.S. ROUTE 98 FOR 0.55 MILE AND
 AS0341'STATION ON THE LEFT.
 AS0341'
 AS0341'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0341'RESOURCES BRASS DISK, STAMPED 46 76 A02, SET IN THE TOP OF A
 AS0341'ROUND CONCRETE MONUMENT 4 INCHES BELOW THE GROUND.  IT IS 3.1
 AS0341'FEET SOUTHWEST OF A METAL WITNESS POST, 11.3 FEET SOUTHEAST OF
 AS0341'A POWERLINE POLE NUMBER 57Y2369R, 25.3 FEET NORTHEAST OF CENTER
 AS0341'OF U.S. ROUTE 98, 89.2 FEET NORTHWEST OF CENTER OF PAVED DRIVE
 AS0341'AND 137.5 FEET SOUTHEAST OF SOUTHEAST CORNER OF CHAIN LINK
 AS0341'FENCE.
 AS0341'
 AS0341'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0341'TRANSPORTATION BRASS DISK, STAMPED 46 76 A02 RM NO1, SET IN THE
 AS0341'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 AS0341'GROUND.  IT IS 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, 36.0
 AS0341'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 47.0 FEET NORTHWEST
 AS0341'OF CENTER OF A PAVED DRIVE AND 55.1 FEET EAST-SOUTHEAST OF
 AS0341'POWERLINE POLE NUMBER 57Y2369R.
 AS0341'
 AS0341'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0341'TRANSPORTATION BRASS DISK, STAMPED 46 76 A02 RM NO2, SET IN
 AS0341'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW
 AS0341'THE GROUND.  IT IS 1.3 FEET SOUTHWEST OF A METAL WITNESS POST,
 AS0341'34.0 FEET NORTHWEST OF A POWERLINE POLE NUMBER 57Y2369R, 41.8
 AS0341'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 94.0 FEET
 AS0341'SOUTHEAST OF SOUTHEAST CORNER OF CHAIN LINK FENCE.
 AS0341
 AS0341                          STATION RECOVERY (1976)
 AS0341
 AS0341'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0341'2.95 MI SE FROM MEXICO BEACH.
 AS0341'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0341'ROUTE 98 FOR ABOUT 2.4 MILES TO THE BAY-GULF COUNTY LINE, CONTINUE
 AS0341'SOUTHEAST ON U.S. ROUTE 98 FOR ABOUT 0.55 MILE AND STATION.  WHICH IS
 AS0341'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 4 INCHES BELOW GROUND. IT
 AS0341'IS 137.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE,
 AS0341'89.2 FEET NORTHWEST OF CENTER OF A PAVED DRIVE LEADING NORTHEAST, 25.3
 AS0341'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 11.3 FEET SOUTHEAST OF
 AS0341'POWER POLE NO. 57Y2369R AND 3.1 FEET SOUTHWEST OF A METAL WITNESS
 AS0341'POST.  SECTION 31, T6S, R11W.
 AS0341
 AS0341                          STATION RECOVERY (2010)
 AS0341
 AS0341'RECOVERY NOTE BY SOUTHEASTERN SURVEY AND MAPPIN 2010 (SFS)
 AS0341'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0323 ***********************************************************************
 AS0323  DESIGNATION -  46 76 A02 RM 1
 AS0323  PID         -  AS0323
 AS0323  STATE/COUNTY-  FL/GULF
 AS0323  COUNTRY     -  US
 AS0323  USGS QUAD   -  BEACON HILL (2018)
 AS0323
 AS0323                         *CURRENT SURVEY CONTROL
 AS0323  ______________________________________________________________________
 AS0323* NAD 83(1986) POSITION- 29 55 07.69   (N) 085 22 53.86   (W)   HD_HELD1
 AS0323* NAVD 88 ORTHO HEIGHT -     3.757 (meters)       12.33  (feet) ADJUSTED
 AS0323  ______________________________________________________________________
 AS0323  GEOID HEIGHT    -        -27.426 (meters)                     GEOID18
 AS0323  DYNAMIC HEIGHT  -          3.752 (meters)       12.31  (feet) COMP
 AS0323  MODELED GRAVITY -    979,309.2   (mgal)                       NAVD 88
 AS0323
 AS0323  VERT ORDER      -  SECOND    CLASS II
 AS0323
 AS0323.The horizontal coordinates were determined by differentially corrected
 AS0323.hand held GPS observations or other comparable positioning techniques
 AS0323.and have an estimated accuracy of +/- 3 meters.
 AS0323
 AS0323.The orthometric height was determined by differential leveling and
 AS0323.adjusted by the NATIONAL GEODETIC SURVEY
 AS0323.in June 1991.
 AS0323
 AS0323.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0323.GEOID18 height accuracy estimate available here.
 AS0323
 AS0323.Click photographs - Photos may exist for this station.
 AS0323
 AS0323.The dynamic height is computed by dividing the NAVD 88
 AS0323.geopotential number by the normal gravity value computed on the
 AS0323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0323.degrees latitude (g = 980.6199 gals.).
 AS0323
 AS0323.The modeled gravity was interpolated from observed gravity values.
 AS0323
 AS0323;                    North         East    Units  Estimated Accuracy
 AS0323;SPC FL N     -   102,175.9     514,870.3     MT  (+/- 3 meters HH1 GPS) 
 AS0323
 AS0323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5622510888(NAD 83)
 AS0323
 AS0323                          SUPERSEDED SURVEY CONTROL
 AS0323
 AS0323.No superseded survey control is available for this station.
 AS0323
 AS0323_MARKER: DD = SURVEY DISK
 AS0323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0323_STAMPING: 46 76 A02 RM NO 1
 AS0323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0323+STABILITY: SURFACE MOTION
 AS0323
 AS0323  HISTORY     - Date     Condition        Report By
 AS0323  HISTORY     - 1976     MONUMENTED       FLDT
 AS0323  HISTORY     - 1976     GOOD             FLDT
 AS0323
 AS0323                          STATION DESCRIPTION
 AS0323
 AS0323'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0323'2.95 MI SE FROM MEXICO BEACH.
 AS0323'FROM THE U.S. POST OFFICE, IN MEXICO BEACH, GO SOUTHEAST ON U.S. ROUTE
 AS0323'98 FOR ABOUT 2.4 MILES TO THE BAY-GULF COUNTY LINE, CONTINUE SOUTHEAST
 AS0323'ON U.S. ROUTE 98 FOR ABOUT 0.55 MILE AND REFERENCE MARK. WHICH IS SET
 AS0323'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 AS0323'BELOW GROUND.  IT IS 47.0 FEET NORTHWEST OF CENTER OF A PAVED DRIVE
 AS0323'LEADING NORTHEAST, 55.1 FEET EAST-SOUTHEAST OF POWER POLE NO.
 AS0323'57Y2369R, 36.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 1.6 FEET
 AS0323'SOUTHWEST OF A METAL WITNESS POST.  SECTION 31, T6S, R11W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0334 ***********************************************************************
 AS0334  DESIGNATION -  46 76 A02 RM 2
 AS0334  PID         -  AS0334
 AS0334  STATE/COUNTY-  FL/GULF
 AS0334  COUNTRY     -  US
 AS0334  USGS QUAD   -  BEACON HILL (2018)
 AS0334
 AS0334                         *CURRENT SURVEY CONTROL
 AS0334  ______________________________________________________________________
 AS0334* NAD 83(1986) POSITION- 29 55 08.37   (N) 085 22 54.45   (W)   HD_HELD1
 AS0334* NAVD 88 ORTHO HEIGHT -     3.321 (meters)       10.90  (feet) ADJUSTED
 AS0334  ______________________________________________________________________
 AS0334  GEOID HEIGHT    -        -27.426 (meters)                     GEOID18
 AS0334  DYNAMIC HEIGHT  -          3.317 (meters)       10.88  (feet) COMP
 AS0334  MODELED GRAVITY -    979,309.2   (mgal)                       NAVD 88
 AS0334
 AS0334  VERT ORDER      -  SECOND    CLASS II
 AS0334
 AS0334.The horizontal coordinates were determined by differentially corrected
 AS0334.hand held GPS observations or other comparable positioning techniques
 AS0334.and have an estimated accuracy of +/- 3 meters.
 AS0334
 AS0334.The orthometric height was determined by differential leveling and
 AS0334.adjusted by the NATIONAL GEODETIC SURVEY
 AS0334.in June 1991.
 AS0334
 AS0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0334.GEOID18 height accuracy estimate available here.
 AS0334
 AS0334.Click photographs - Photos may exist for this station.
 AS0334
 AS0334.The dynamic height is computed by dividing the NAVD 88
 AS0334.geopotential number by the normal gravity value computed on the
 AS0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0334.degrees latitude (g = 980.6199 gals.).
 AS0334
 AS0334.The modeled gravity was interpolated from observed gravity values.
 AS0334
 AS0334;                    North         East    Units  Estimated Accuracy
 AS0334;SPC FL N     -   102,197.0     514,854.6     MT  (+/- 3 meters HH1 GPS) 
 AS0334
 AS0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5620910909(NAD 83)
 AS0334
 AS0334                          SUPERSEDED SURVEY CONTROL
 AS0334
 AS0334.No superseded survey control is available for this station.
 AS0334
 AS0334_MARKER: DD = SURVEY DISK
 AS0334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0334_STAMPING: 46 76 A02 RM NO 2
 AS0334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0334+STABILITY: SURFACE MOTION
 AS0334
 AS0334  HISTORY     - Date     Condition        Report By
 AS0334  HISTORY     - 1976     MONUMENTED       FLDT
 AS0334  HISTORY     - 1976     GOOD             FLDT
 AS0334
 AS0334                          STATION DESCRIPTION
 AS0334
 AS0334'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0334'2.95 MI SE FROM MEXICO BEACH.
 AS0334'FROM THE U.S. POST OFFICE, IN MEXICO BEACH, GO SOUTHEAST ON U.S. ROUTE
 AS0334'98 FOR ABOUT 2.4 MILES TO THE BAY-GULF COUNTY LINE, CONTINUE SOUTHEAST
 AS0334'ON U.S. ROUTE 98 FOR ABOUT 0.55 MILE AND REFERENCE MARK. WHICH IS SET
 AS0334'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 AS0334'BELOW GROUND.  IT IS 94.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AS0334'CHAIN LINK FENCE, 41.8 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 34.0
 AS0334'FEET NORTHWEST OF POWER POLE NO. 57Y2369R AND 1.3 FEET SOUTHWEST OF A
 AS0334'METAL WITNESS POST.  SECTION 31, T6S, R11W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0342 ***********************************************************************
 AS0342  DESIGNATION -  46 76 A03
 AS0342  PID         -  AS0342
 AS0342  STATE/COUNTY-  FL/BAY
 AS0342  COUNTRY     -  US
 AS0342  USGS QUAD   -  BEACON HILL (2018)
 AS0342
 AS0342                         *CURRENT SURVEY CONTROL
 AS0342  ______________________________________________________________________
 AS0342* NAD 83(2011) POSITION- 29 55 30.10308(N) 085 23 18.69471(W)   ADJUSTED
 AS0342* NAD 83(2011) ELLIP HT-   -23.805 (meters)        (06/27/12)   ADJUSTED
 AS0342* NAD 83(2011) EPOCH   -  2010.00
 AS0342* NAVD 88 ORTHO HEIGHT -     3.624 (meters)       11.89  (feet) ADJUSTED
 AS0342  ______________________________________________________________________
 AS0342  GEOID HEIGHT    -        -27.437 (meters)                     GEOID18
 AS0342  NAD 83(2011) X  -    444,795.762 (meters)                     COMP
 AS0342  NAD 83(2011) Y  - -5,514,477.203 (meters)                     COMP
 AS0342  NAD 83(2011) Z  -  3,163,161.856 (meters)                     COMP
 AS0342  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 AS0342  DYNAMIC HEIGHT  -          3.619 (meters)       11.87  (feet) COMP
 AS0342  MODELED GRAVITY -    979,309.5   (mgal)                       NAVD 88
 AS0342
 AS0342  VERT ORDER      -  SECOND    CLASS II
 AS0342
 AS0342  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AS0342  Standards:
 AS0342         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AS0342            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AS0342  -------------------------------------------------------------------
 AS0342  NETWORK    2.06   3.86           0.87   0.81   1.97     -0.17785483
 AS0342  -------------------------------------------------------------------
 AS0342  Click here for local accuracies and other accuracy information.
 AS0342
 AS0342.The horizontal coordinates were established by GPS observations
 AS0342.and adjusted by the National Geodetic Survey in June 2012.
 AS0342
 AS0342.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AS0342.been affixed to the stable North American tectonic plate. See 
 AS0342.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AS0342
 AS0342.The horizontal coordinates are valid at the epoch date displayed above
 AS0342.which is a decimal equivalence of Year/Month/Day.
 AS0342
 AS0342.The orthometric height was determined by differential leveling and
 AS0342.adjusted by the NATIONAL GEODETIC SURVEY
 AS0342.in June 1991.
 AS0342
 AS0342.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0342.GEOID18 height accuracy estimate available here.
 AS0342
 AS0342.Click photographs - Photos may exist for this station.
 AS0342
 AS0342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AS0342
 AS0342.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS0342
 AS0342.The ellipsoidal height was determined by GPS observations
 AS0342.and is referenced to NAD 83.
 AS0342
 AS0342.The dynamic height is computed by dividing the NAVD 88
 AS0342.geopotential number by the normal gravity value computed on the
 AS0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0342.degrees latitude (g = 980.6199 gals.).
 AS0342
 AS0342.The modeled gravity was interpolated from observed gravity values.
 AS0342
 AS0342. The following values were computed from the NAD 83(2011) position.
 AS0342
 AS0342;                    North         East     Units Scale Factor Converg.
 AS0342;SPC FL N     -   102,871.159   514,209.565   MT  0.99995732   -0 26 47.4
 AS0342;SPC FL N     -   337,503.13  1,687,035.88   sFT  0.99995732   -0 26 47.4
 AS0342;UTM  16      - 3,311,569.398   655,549.978   MT  0.99989853   +0 48 14.7
 AS0342
 AS0342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0342!SPC FL N     -   1.00000374  x   0.99995732  =   0.99996106
 AS0342!UTM  16      -   1.00000374  x   0.99989853  =   0.99990227
 AS0342
 AS0342:                Primary Azimuth Mark                     Grid Az
 AS0342:SPC FL N     -  46 76 A02                                136 37 05.1
 AS0342:UTM  16      -  46 76 A02                                135 22 03.0
 AS0342
 AS0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5554911569(NAD 83)
 AS0342
 AS0342|---------------------------------------------------------------------|
 AS0342| PID    Reference Object                     Distance      Geod. Az  |
 AS0342|                                                           dddmmss.s |
 AS0342| AS0341 46 76 A02                           APPROX. 0.9 KM 1361017.7 |
 AS0342| AS0324 46 76 A03 RM 1                       19.081 METERS 13811     |
 AS0342| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 3.1 KM 3173140.7 |
 AS0342| AS0335 46 76 A03 RM 2                       13.729 METERS 32553     |
 AS0342|---------------------------------------------------------------------|
 AS0342
 AS0342                          SUPERSEDED SURVEY CONTROL
 AS0342
 AS0342  NAD 83(2007)-  29 55 30.10314(N)    085 23 18.69529(W) AD(2002.00) 0
 AS0342  ELLIP H (02/10/07)  -23.787  (m)                       GP(2002.00)    
 AS0342  NAD 83(1999)-  29 55 30.10310(N)    085 23 18.69535(W) AD(       ) 1
 AS0342  ELLIP H (06/19/01)  -23.778  (m)                       GP(       ) 4 1
 AS0342  NAD 83(1990)-  29 55 30.10284(N)    085 23 18.69432(W) AD(       ) 1
 AS0342  ELLIP H (03/29/96)  -23.619  (m)                       GP(       ) 4 1
 AS0342  NAD 83(1990)-  29 55 30.10733(N)    085 23 18.69577(W) AD(       ) 2
 AS0342  NAD 83(1986)-  29 55 30.11884(N)    085 23 18.71120(W) AD(       ) 2
 AS0342  NAD 27      -  29 55 29.37497(N)    085 23 18.99801(W) AD(       ) 2
 AS0342  NAVD 88 (03/29/96)    3.6    (m)  GEOID93  model used  GPS OBS        
 AS0342  NGVD 29 (07/19/86)    3.77   (m)           12.4    (f) LEVELING    3  
 AS0342
 AS0342.Superseded values are not recommended for survey control.
 AS0342
 AS0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0342.See file dsdata.pdf to determine how the superseded data were derived.
 AS0342
 AS0342_MARKER: DD = SURVEY DISK
 AS0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0342_STAMPING: 46 76 A03
 AS0342_MARK LOGO: FLDNR
 AS0342_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0342+STABILITY: SURFACE MOTION
 AS0342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0342+SATELLITE: SATELLITE OBSERVATIONS - August 10, 1995
 AS0342
 AS0342  HISTORY     - Date     Condition        Report By
 AS0342  HISTORY     - 1976     MONUMENTED       FLDT
 AS0342  HISTORY     - 1976     GOOD             FLDT
 AS0342  HISTORY     - 1988     GOOD             USPSQD
 AS0342  HISTORY     - 19950810 GOOD             BDE
 AS0342
 AS0342                          STATION DESCRIPTION
 AS0342
 AS0342'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0342'STATION IS LOCATED ABOUT 10-1/2 MILES NORTHWEST OF WHITE CITY
 AS0342'AND ABOUT 2-1/4 MILES SOUTHEAST OF MEXICO BEACH IN BEACON HILL
 AS0342'DELIMITED AREA LIMITS ON THE SOUTHWEST SIDE OF U.S. ROUTE 98.
 AS0342'
 AS0342'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0342'SOUTHEAST ON U.S. ROUTE 98 FOR 2.4 MILES TO THE BAY-GULF COUNTY
 AS0342'LINE AT THE INTERSECTION OF U.S. ROUTE 98 AND STATE ROUTE 386
 AS0342'AND STATION.
 AS0342'
 AS0342'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0342'RESOURCES BRASS DISK, STAMPED 46 76 A03, SET IN THE TOP OF A
 AS0342'ROUND CONCRETE MONUMENT 5 INCHES BELOW THE GROUND.  IT IS 3.7
 AS0342'FEET NORTHEAST OF A METAL WITNESS POST, 23.0 FEET NORTHWEST OF
 AS0342'COUNTY LINE MARKER POST, 33.0 FEET SOUTHWEST OF CENTER OF
 AS0342'U.S. ROUTE 98 AND 92.0 FEET SOUTHEAST OF CENTER OF CONCRETE
 AS0342'CULVERT HEADWALL.
 AS0342'
 AS0342'REFERENCE MARK NUMBER 1 IS A STANDARD, FLORIDA DEPARTMENT OF
 AS0342'TRANSPORTATION BRASS DISK, STAMPED 46 76 B03 RM NO1, SET IN
 AS0342'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW
 AS0342'THE GROUND.  IT IS 0.7 FOOT NORTHEAST OF A METAL WITNESS POST,
 AS0342'1.4 FEET NORTHEAST OF NORTHEAST END OF AN OLD CONCRETE BUILDING
 AS0342'FOUNDATION, 35.0 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND
 AS0342'42.5 FEET SOUTHEAST OF COUNTY LINE MARKER POST.
 AS0342'
 AS0342'REFERENCE MARK NUMBER 2 IS A STANDARD, FLORIDA DEPARTMENT OF
 AS0342'TRANSPORTATION BRASS DISK, STAMPED 46 76 A03 RM NO2, SET IN
 AS0342'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 4 INCHES BELOW
 AS0342'THE GROUND.  IT IS 1.0 FOOT NORTHEAST OF A METAL WITNESS POST,
 AS0342'25.3 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98, 47.0 FEET
 AS0342'SOUTHEAST OF CENTER OF CONCRETE CULVERT HEADWALL, 64.0 FEET
 AS0342'SOUTH OF CENTER OF JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE
 AS0342'386 AND 68.0 FEET NORTHWEST OF COUNTY LINE MARKER POST.
 AS0342
 AS0342                          STATION RECOVERY (1976)
 AS0342
 AS0342'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0342'2.4 MI SE FROM MEXICO BEACH.
 AS0342'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0342'ROUTE 98 FOR ABOUT 2.4 MILES TO THE BAY-GULF COUNTY LINE AND STATION.
 AS0342'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 5 INCHES BELOW
 AS0342'GROUND.  IT IS 92.0 FEET SOUTHEAST OF CENTER OF A CONCRETE HEADWALL,
 AS0342'33.0 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98, 23.0 FEET NORTHWEST OF
 AS0342'THE COUNTY LINE MARKER POST AND 3.7 FEET NORTHEAST OF A METAL WITNESS
 AS0342'POST.  SECTION 31, T6S, R11W.
 AS0342
 AS0342                          STATION RECOVERY (1988)
 AS0342
 AS0342'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAB)
 AS0342'RECOVERED IN GOOD CONDITION.
 AS0342
 AS0342                          STATION RECOVERY (1995)
 AS0342
 AS0342'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (DRJ)
 AS0342'RECOVERED AS DESCRIBED.
 AS0342'
 AS0342'NOTE.. THE STATION IS LOCATED IN GULF COUNTY NOT BAY COUNTY.
 AS0342'APPROXIMATELY 25 FT (7.6 M) SOUTHEAST ALONG U.S. HIGHWAY 98 FROM THE
 AS0342'BAY/GULF COUNTY LINE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0324 ***********************************************************************
 AS0324  DESIGNATION -  46 76 A03 RM 1
 AS0324  PID         -  AS0324
 AS0324  STATE/COUNTY-  FL/BAY
 AS0324  COUNTRY     -  US
 AS0324  USGS QUAD   -  BEACON HILL (2018)
 AS0324
 AS0324                         *CURRENT SURVEY CONTROL
 AS0324  ______________________________________________________________________
 AS0324* NAD 83(1986) POSITION- 29 55 29.64   (N) 085 23 18.22   (W)   HD_HELD1
 AS0324* NAVD 88 ORTHO HEIGHT -     3.738 (meters)       12.26  (feet) ADJUSTED
 AS0324  ______________________________________________________________________
 AS0324  GEOID HEIGHT    -        -27.436 (meters)                     GEOID18
 AS0324  DYNAMIC HEIGHT  -          3.733 (meters)       12.25  (feet) COMP
 AS0324  MODELED GRAVITY -    979,309.5   (mgal)                       NAVD 88
 AS0324
 AS0324  VERT ORDER      -  SECOND    CLASS II
 AS0324
 AS0324.The horizontal coordinates were determined by differentially corrected
 AS0324.hand held GPS observations or other comparable positioning techniques
 AS0324.and have an estimated accuracy of +/- 3 meters.
 AS0324
 AS0324.The orthometric height was determined by differential leveling and
 AS0324.adjusted by the NATIONAL GEODETIC SURVEY
 AS0324.in June 1991.
 AS0324
 AS0324.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0324.GEOID18 height accuracy estimate available here.
 AS0324
 AS0324.Click photographs - Photos may exist for this station.
 AS0324
 AS0324.The dynamic height is computed by dividing the NAVD 88
 AS0324.geopotential number by the normal gravity value computed on the
 AS0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0324.degrees latitude (g = 980.6199 gals.).
 AS0324
 AS0324.The modeled gravity was interpolated from observed gravity values.
 AS0324
 AS0324;                    North         East    Units  Estimated Accuracy
 AS0324;SPC FL N     -   102,856.8     514,222.2     MT  (+/- 3 meters HH1 GPS) 
 AS0324
 AS0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5556211555(NAD 83)
 AS0324
 AS0324                          SUPERSEDED SURVEY CONTROL
 AS0324
 AS0324.No superseded survey control is available for this station.
 AS0324
 AS0324_MARKER: DD = SURVEY DISK
 AS0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0324_STAMPING: 46 76 A03 RM NO 1
 AS0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0324+STABILITY: SURFACE MOTION
 AS0324
 AS0324  HISTORY     - Date     Condition        Report By
 AS0324  HISTORY     - 1976     MONUMENTED       FLDT
 AS0324  HISTORY     - 1976     GOOD             FLDT
 AS0324  HISTORY     - 1988     GOOD             USPSQD
 AS0324
 AS0324                          STATION DESCRIPTION
 AS0324
 AS0324'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0324'2.4 MI SE FROM MEXICO BEACH.
 AS0324'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0324'ROUTE 98 FOR ABOUT 2.4 MILES TO THE BAY-GULF COUNTY LINE AND REFERENCE
 AS0324'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE
 AS0324'MONUMENT 3 INCHES BELOW GROUND.  IT IS 42.5 FEET SOUTHEAST OF THE
 AS0324'COUNTY LINE MARKER POST, 35.0 FEET SOUTHWEST OF CENTER OF U.S. ROUTE
 AS0324'98, 1.4 FEET NORTHEAST OF THE NORTHEAST END OF AN OLD CONCRETE
 AS0324'SIDEWALK AND 0.7 FOOT NORTHEAST OF A METAL WITNESS POST.  SECTION
 AS0324'31,T6S, R11W.
 AS0324
 AS0324                          STATION RECOVERY (1988)
 AS0324
 AS0324'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAB)
 AS0324'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0335 ***********************************************************************
 AS0335  DESIGNATION -  46 76 A03 RM 2
 AS0335  PID         -  AS0335
 AS0335  STATE/COUNTY-  FL/BAY
 AS0335  COUNTRY     -  US
 AS0335  USGS QUAD   -  BEACON HILL (2018)
 AS0335
 AS0335                         *CURRENT SURVEY CONTROL
 AS0335  ______________________________________________________________________
 AS0335* NAD 83(1986) POSITION- 29 55 30.47   (N) 085 23 18.98   (W)   HD_HELD1
 AS0335* NAVD 88 ORTHO HEIGHT -     3.686 (meters)       12.09  (feet) ADJUSTED
 AS0335  ______________________________________________________________________
 AS0335  GEOID HEIGHT    -        -27.437 (meters)                     GEOID18
 AS0335  DYNAMIC HEIGHT  -          3.681 (meters)       12.08  (feet) COMP
 AS0335  MODELED GRAVITY -    979,309.5   (mgal)                       NAVD 88
 AS0335
 AS0335  VERT ORDER      -  SECOND    CLASS II
 AS0335
 AS0335.The horizontal coordinates were determined by differentially corrected
 AS0335.hand held GPS observations or other comparable positioning techniques
 AS0335.and have an estimated accuracy of +/- 3 meters.
 AS0335
 AS0335.The orthometric height was determined by differential leveling and
 AS0335.adjusted by the NATIONAL GEODETIC SURVEY
 AS0335.in June 1991.
 AS0335
 AS0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0335.GEOID18 height accuracy estimate available here.
 AS0335
 AS0335.Click photographs - Photos may exist for this station.
 AS0335
 AS0335.The dynamic height is computed by dividing the NAVD 88
 AS0335.geopotential number by the normal gravity value computed on the
 AS0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0335.degrees latitude (g = 980.6199 gals.).
 AS0335
 AS0335.The modeled gravity was interpolated from observed gravity values.
 AS0335
 AS0335;                    North         East    Units  Estimated Accuracy
 AS0335;SPC FL N     -   102,882.5     514,202.0     MT  (+/- 3 meters HH1 GPS) 
 AS0335
 AS0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5554211580(NAD 83)
 AS0335
 AS0335                          SUPERSEDED SURVEY CONTROL
 AS0335
 AS0335.No superseded survey control is available for this station.
 AS0335
 AS0335_MARKER: DD = SURVEY DISK
 AS0335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0335_STAMPING: 46 76 A03 RM NO 2
 AS0335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0335+STABILITY: SURFACE MOTION
 AS0335
 AS0335  HISTORY     - Date     Condition        Report By
 AS0335  HISTORY     - 1976     MONUMENTED       FLDT
 AS0335  HISTORY     - 1976     GOOD             FLDT
 AS0335  HISTORY     - 1988     GOOD             USPSQD
 AS0335
 AS0335                          STATION DESCRIPTION
 AS0335
 AS0335'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0335'2.4 MI SE FROM MEXICO BEACH.
 AS0335'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0335'ROUTE 98 FOR ABOUT 2.4 MILES TO THE BAY-GULF COUNTY LINE AND REFERENCE
 AS0335'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE
 AS0335'MONUMENT 4 INCHES BELOW GROUND.  IT IS 68.0 FEET NORTHWEST OF THE
 AS0335'COUNTY LINE MARKER POST, 64.0 FEET SOUTH OF CENTER OF THE JUNCTION OF
 AS0335'U.S. ROUTE 98 AND STATE ROUTE 386, 47.0 FEET SOUTHEAST OF CENTER OF A
 AS0335'CONCRETE HEADWALL, 25.3 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND
 AS0335'1.0 FOOT NORTHEAST OF A METAL WITNESS POST.  SECTION 31, T6S, R11W.
 AS0335
 AS0335                          STATION RECOVERY (1988)
 AS0335
 AS0335'RECOVERY NOTE BY US POWER SQUADRON 1988 (WAB)
 AS0335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0343 ***********************************************************************
 AS0343  DESIGNATION -  46 76 A04
 AS0343  PID         -  AS0343
 AS0343  STATE/COUNTY-  FL/BAY
 AS0343  COUNTRY     -  US
 AS0343  USGS QUAD   -  BEACON HILL (2018)
 AS0343
 AS0343                         *CURRENT SURVEY CONTROL
 AS0343  ______________________________________________________________________
 AS0343* NAD 83(1990) POSITION- 29 55 56.12176(N) 085 23 48.29525(W)   ADJUSTED
 AS0343* NAVD 88 ORTHO HEIGHT -     5.971 (meters)       19.59  (feet) ADJUSTED
 AS0343  ______________________________________________________________________
 AS0343  GEOID HEIGHT    -        -27.449 (meters)                     GEOID18
 AS0343  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 AS0343  DYNAMIC HEIGHT  -          5.963 (meters)       19.56  (feet) COMP
 AS0343  MODELED GRAVITY -    979,309.9   (mgal)                       NAVD 88
 AS0343
 AS0343  HORZ ORDER      -  SECOND
 AS0343  VERT ORDER      -  SECOND    CLASS II
 AS0343
 AS0343.The horizontal coordinates were established by classical geodetic methods
 AS0343.and adjusted by the National Geodetic Survey in May 1991.
 AS0343
 AS0343.The orthometric height was determined by differential leveling and
 AS0343.adjusted by the NATIONAL GEODETIC SURVEY
 AS0343.in June 1991.
 AS0343
 AS0343.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0343.GEOID18 height accuracy estimate available here.
 AS0343
 AS0343.Click photographs - Photos may exist for this station.
 AS0343
 AS0343.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS0343
 AS0343.The dynamic height is computed by dividing the NAVD 88
 AS0343.geopotential number by the normal gravity value computed on the
 AS0343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0343.degrees latitude (g = 980.6199 gals.).
 AS0343
 AS0343.The modeled gravity was interpolated from observed gravity values.
 AS0343
 AS0343. The following values were computed from the NAD 83(1990) position.
 AS0343
 AS0343;                    North         East     Units Scale Factor Converg.
 AS0343;SPC FL N     -   103,678.483   513,421.982   MT  0.99995679   -0 27 02.3
 AS0343;SPC FL N     -   340,151.82  1,684,451.95   sFT  0.99995679   -0 27 02.3
 AS0343;UTM  16      - 3,312,359.292   654,745.010   MT  0.99989545   +0 48 00.5
 AS0343
 AS0343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0343!SPC FL N     -   1.00000337  x   0.99995679  =   0.99996016
 AS0343!UTM  16      -   1.00000337  x   0.99989545  =   0.99989882
 AS0343
 AS0343:                Primary Azimuth Mark                     Grid Az
 AS0343:SPC FL N     -  46 76 A01                                137 33 19.3
 AS0343:UTM  16      -  46 76 A01                                136 18 16.5
 AS0343
 AS0343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5474512359(NAD 83)
 AS0343
 AS0343|---------------------------------------------------------------------|
 AS0343| PID    Reference Object                     Distance      Geod. Az  |
 AS0343|                                                           dddmmss.s |
 AS0343| AS0333 46 76 A01                           APPROX. 3.0 KM 1370617.0 |
 AS0343| AS0325 46 76 A04 RM 1                       13.370 METERS 14455     |
 AS0343| AS0785 ST JOSEPH POINT R RNG B             APPROX. 4.7 KM 1482844.2 |
 AS0343| AS0784 ST JOSEPH POINT R RNG C             APPROX. 7.1 KM 1520355.1 |
 AS0343| AS0841 ST JOSEPH POINT R RNG D             APPROX. 3.1 KM 1580539.2 |
 AS0343| AS0838 ST JOSEPH POINT F RNG C             APPROX. 6.0 KM 1592621.0 |
 AS0343| AS0840 ST JOSEPH POINT F RNG B AND D       APPROX. 4.2 KM 1634031.4 |
 AS0343| AS0336 46 76 A04 RM 2                       13.968 METERS 29950     |
 AS0343| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 2.0 KM 3184951.6 |
 AS0343|---------------------------------------------------------------------|
 AS0343
 AS0343                          SUPERSEDED SURVEY CONTROL
 AS0343
 AS0343  NAD 83(1986)-  29 55 56.13330(N)    085 23 48.31058(W) AD(       ) 2
 AS0343  NAD 27      -  29 55 55.38968(N)    085 23 48.59662(W) AD(       ) 2
 AS0343  NGVD 29 (07/19/86)    6.12   (m)           20.1    (f) LEVELING    3  
 AS0343
 AS0343.Superseded values are not recommended for survey control.
 AS0343
 AS0343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0343.See file dsdata.pdf to determine how the superseded data were derived.
 AS0343
 AS0343_MARKER: DD = SURVEY DISK
 AS0343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0343_STAMPING: 46 76 A04
 AS0343_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0343+STABILITY: SURFACE MOTION
 AS0343
 AS0343  HISTORY     - Date     Condition        Report By
 AS0343  HISTORY     - 1976     MONUMENTED       FLDT
 AS0343  HISTORY     - 1976     GOOD             FLDT
 AS0343  HISTORY     - 1980     GOOD             NOS
 AS0343  HISTORY     - 1989     GOOD             USPSQD
 AS0343
 AS0343                          STATION DESCRIPTION
 AS0343
 AS0343'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0343'STATION IS LOCATED ABOUT 11 MILES NORTHWEST OF WHITE CITY, ABOUT
 AS0343'1-1/2 MILES SOUTHEAST OF MEXICO BEACH AND ABOUT 1/2 MILE
 AS0343'NORTHWEST OF BEACON HILL CITY LIMITS.
 AS0343'
 AS0343'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH, GO
 AS0343'SOUTHEAST ON U.S. ROUTE 98 FOR 1.7 MILES TO THE INTERSECTION
 AS0343'OF 4TH STREET AND STATION, ON RIGHT, AS DESCRIBED.
 AS0343'
 AS0343'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0343'RESOURCES BRASS DISK, STAMPED 46 76 A04, SET IN THE TOP OF A
 AS0343'ROUND CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND.  IT
 AS0343'IS 3.2 FEET NORTHEAST OF A METAL WITNESS POST, 27.0 FEET
 AS0343'SOUTHWEST OF CENTER OF U.S. ROUTE 98, 55.2 FEET NORTHEAST OF A
 AS0343'PINE TREE WITH METAL TRIANGLE TAG ATTACHED, 108.5 FEET SOUTH OF
 AS0343'A STREET LIGHT POLE AND 115.0 FEET SOUTH-SOUTHEAST OF THE
 AS0343'INTERSECTION OF U.S. ROUTE 98 AND 4TH STREET.
 AS0343'
 AS0343'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0343'TRANSPORTATION BRASS DISK, STAMPED 46 76 A04 RM NO1, SET IN THE
 AS0343'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 6 INCHES
 AS0343'BELOW THE GROUND.  IT IS 1.3 FEET NORTHEAST OF A METAL WITNESS
 AS0343'POST, 35.5 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 75.0
 AS0343'FEET EAST OF A PALM TREE WITH A METAL TRIANGLE TAG ATTACHED.
 AS0343'
 AS0343'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0343'TRANSPORTATION BRASS DISK, STAMPED 46 76 A04 RM NO2, SET IN THE
 AS0343'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 5 INCHES BELOW
 AS0343'THE GROUND.  IT IS 1.5 FEET NORTHEAST OF A METAL WITNESS POST,
 AS0343'37.7 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98, 49.0 FEET
 AS0343'NORTH OF A METAL TRIANGLE TAG ON A PALM TREE AND 88.0 FEET
 AS0343'SOUTH-SOUTHWEST OF A STREET LIGHT POLE.
 AS0343
 AS0343                          STATION RECOVERY (1976)
 AS0343
 AS0343'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0343'1.7 MI SE FROM MEXICO BEACH.
 AS0343'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0343'ROUTE 98 FOR ABOUT 1.7 MILES TO THE INTERSECTION OF 4TH STREET AND
 AS0343'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 4
 AS0343'INCHES BELOW GROUND.  IT IS 115.0 FEET SOUTH-SOUTHEAST OF CENTER OF
 AS0343'JUNCTION OF U.S. ROUTE 98 AND 4TH STREET, 108.5 FEET SOUTH OF A STREET
 AS0343'LIGHT POLE, 55.2 FEET NORTHEAST OF A PALM TREE WITH A METAL TRIANGULAR
 AS0343'TAG ATTACHED, 27.0 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 3.2
 AS0343'FEET NORTHEAST OF A METAL WITNESS POST.  SECTION 25, T6S, R12W.
 AS0343
 AS0343                          STATION RECOVERY (1980)
 AS0343
 AS0343'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 AS0343'THE STATION WAS RECOVERED AS DESCRIBED.
 AS0343'
 AS0343'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.57 METERS.
 AS0343
 AS0343                          STATION RECOVERY (1989)
 AS0343
 AS0343'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 AS0343'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0325 ***********************************************************************
 AS0325  DESIGNATION -  46 76 A04 RM 1
 AS0325  PID         -  AS0325
 AS0325  STATE/COUNTY-  FL/BAY
 AS0325  COUNTRY     -  US
 AS0325  USGS QUAD   -  BEACON HILL (2018)
 AS0325
 AS0325                         *CURRENT SURVEY CONTROL
 AS0325  ______________________________________________________________________
 AS0325* NAD 83(1986) POSITION- 29 55 55.77   (N) 085 23 48.01   (W)   HD_HELD1
 AS0325* NAVD 88 ORTHO HEIGHT -     5.232 (meters)       17.17  (feet) ADJUSTED
 AS0325  ______________________________________________________________________
 AS0325  GEOID HEIGHT    -        -27.449 (meters)                     GEOID18
 AS0325  DYNAMIC HEIGHT  -          5.225 (meters)       17.14  (feet) COMP
 AS0325  MODELED GRAVITY -    979,309.9   (mgal)                       NAVD 88
 AS0325
 AS0325  VERT ORDER      -  SECOND    CLASS II
 AS0325
 AS0325.The horizontal coordinates were determined by differentially corrected
 AS0325.hand held GPS observations or other comparable positioning techniques
 AS0325.and have an estimated accuracy of +/- 3 meters.
 AS0325
 AS0325.The orthometric height was determined by differential leveling and
 AS0325.adjusted by the NATIONAL GEODETIC SURVEY
 AS0325.in June 1991.
 AS0325
 AS0325.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0325.GEOID18 height accuracy estimate available here.
 AS0325
 AS0325.Click photographs - Photos may exist for this station.
 AS0325
 AS0325.The dynamic height is computed by dividing the NAVD 88
 AS0325.geopotential number by the normal gravity value computed on the
 AS0325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0325.degrees latitude (g = 980.6199 gals.).
 AS0325
 AS0325.The modeled gravity was interpolated from observed gravity values.
 AS0325
 AS0325;                    North         East    Units  Estimated Accuracy
 AS0325;SPC FL N     -   103,667.6     513,429.5     MT  (+/- 3 meters HH1 GPS) 
 AS0325
 AS0325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5475212348(NAD 83)
 AS0325
 AS0325                          SUPERSEDED SURVEY CONTROL
 AS0325
 AS0325.No superseded survey control is available for this station.
 AS0325
 AS0325_MARKER: DD = SURVEY DISK
 AS0325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0325_STAMPING: 46 76 A04 RM NO 1
 AS0325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0325+STABILITY: SURFACE MOTION
 AS0325
 AS0325  HISTORY     - Date     Condition        Report By
 AS0325  HISTORY     - 1976     MONUMENTED       FLDT
 AS0325  HISTORY     - 1976     GOOD             FLDT
 AS0325  HISTORY     - 1989     GOOD             USPSQD
 AS0325  HISTORY     - 1990     GOOD             USPSQD
 AS0325
 AS0325                          STATION DESCRIPTION
 AS0325
 AS0325'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0325'1.7 MI SE FROM MEXICO BEACH.
 AS0325'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0325'ROUTE 98 FOR ABOUT 1.7 MILES TO THE INTERSECTION OF 4TH STREET AND
 AS0325'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 AS0325'CONCRETE MONUMENT 6 INCHES BELOW GROUND.  TI IS 75.0 FEET EAST OF A
 AS0325'PALM TREE WITH A METAL TRIANGULAR TAG ATTACHED, 35.5 FEET SOUTHWEST OF
 AS0325'CENTER OF U.S. ROUTE 98 AND 1.3 FEET NORTHEAST OF A METAL WITNESS
 AS0325'POST.  SECTION 25, T6S, R12W.
 AS0325
 AS0325                          STATION RECOVERY (1989)
 AS0325
 AS0325'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 AS0325'RECOVERED IN GOOD CONDITION.
 AS0325
 AS0325                          STATION RECOVERY (1990)
 AS0325
 AS0325'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0336 ***********************************************************************
 AS0336  DESIGNATION -  46 76 A04 RM 2
 AS0336  PID         -  AS0336
 AS0336  STATE/COUNTY-  FL/BAY
 AS0336  COUNTRY     -  US
 AS0336  USGS QUAD   -  BEACON HILL (2018)
 AS0336
 AS0336                         *CURRENT SURVEY CONTROL
 AS0336  ______________________________________________________________________
 AS0336* NAD 83(1986) POSITION- 29 55 56.35   (N) 085 23 48.75   (W)   HD_HELD1
 AS0336* NAVD 88 ORTHO HEIGHT -     5.239 (meters)       17.19  (feet) ADJUSTED
 AS0336  ______________________________________________________________________
 AS0336  GEOID HEIGHT    -        -27.449 (meters)                     GEOID18
 AS0336  DYNAMIC HEIGHT  -          5.232 (meters)       17.17  (feet) COMP
 AS0336  MODELED GRAVITY -    979,309.9   (mgal)                       NAVD 88
 AS0336
 AS0336  VERT ORDER      -  SECOND    CLASS II
 AS0336
 AS0336.The horizontal coordinates were determined by differentially corrected
 AS0336.hand held GPS observations or other comparable positioning techniques
 AS0336.and have an estimated accuracy of +/- 3 meters.
 AS0336
 AS0336.The orthometric height was determined by differential leveling and
 AS0336.adjusted by the NATIONAL GEODETIC SURVEY
 AS0336.in June 1991.
 AS0336
 AS0336.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0336.GEOID18 height accuracy estimate available here.
 AS0336
 AS0336.Click photographs - Photos may exist for this station.
 AS0336
 AS0336.The dynamic height is computed by dividing the NAVD 88
 AS0336.geopotential number by the normal gravity value computed on the
 AS0336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0336.degrees latitude (g = 980.6199 gals.).
 AS0336
 AS0336.The modeled gravity was interpolated from observed gravity values.
 AS0336
 AS0336;                    North         East    Units  Estimated Accuracy
 AS0336;SPC FL N     -   103,685.6     513,409.8     MT  (+/- 3 meters HH1 GPS) 
 AS0336
 AS0336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5473212366(NAD 83)
 AS0336
 AS0336                          SUPERSEDED SURVEY CONTROL
 AS0336
 AS0336.No superseded survey control is available for this station.
 AS0336
 AS0336_MARKER: DD = SURVEY DISK
 AS0336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0336_STAMPING: 46 76 A04 RM NO 2
 AS0336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0336+STABILITY: SURFACE MOTION
 AS0336
 AS0336  HISTORY     - Date     Condition        Report By
 AS0336  HISTORY     - 1976     MONUMENTED       FLDT
 AS0336  HISTORY     - 1976     GOOD             FLDT
 AS0336  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AS0336
 AS0336                          STATION DESCRIPTION
 AS0336
 AS0336'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0336'1.7 MI SE FROM MEXICO BEACH.
 AS0336'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0336'ROUTE 98 FOR ABOUT 1.7 MILES TO THE INTERSECTION OF 4TH STREET AND
 AS0336'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 AS0336'CONCRETE MONUMENT 5 INCHES BELOW GROUND.  IT IS 88.0 FEET
 AS0336'SOUTH-SOUTHWEST OF A STREET LIGHT POLE, 49.0 FEET NORTH OF A PALM TREE
 AS0336'WITH A METAL TRIANGULAR TAG ATTACHED, 37.7 FEET SOUTHWEST OF CENTER OF
 AS0336'U.S. ROUTE 98 AND 1.5 FEET NORTHEAST OF A METAL WITNESS POST. SECTION
 AS0336'25, T6S, R12W.
 AS0336
 AS0336                          STATION RECOVERY (1989)
 AS0336
 AS0336'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 AS0336'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0344 ***********************************************************************
 AS0344  DESIGNATION -  46 76 A05
 AS0344  PID         -  AS0344
 AS0344  STATE/COUNTY-  FL/BAY
 AS0344  COUNTRY     -  US
 AS0344  USGS QUAD   -  BEACON HILL (2018)
 AS0344
 AS0344                         *CURRENT SURVEY CONTROL
 AS0344  ______________________________________________________________________
 AS0344* NAD 83(1990) POSITION- 29 56 18.96442(N) 085 24 15.80548(W)   ADJUSTED
 AS0344* NAVD 88 ORTHO HEIGHT -     4.127 (meters)       13.54  (feet) ADJUSTED
 AS0344  ______________________________________________________________________
 AS0344  GEOID HEIGHT    -        -27.459 (meters)                     GEOID18
 AS0344  LAPLACE CORR    -         -0.09  (seconds)                    DEFLEC18
 AS0344  DYNAMIC HEIGHT  -          4.121 (meters)       13.52  (feet) COMP
 AS0344  MODELED GRAVITY -    979,310.2   (mgal)                       NAVD 88
 AS0344
 AS0344  HORZ ORDER      -  SECOND
 AS0344  VERT ORDER      -  SECOND    CLASS II
 AS0344
 AS0344.The horizontal coordinates were established by classical geodetic methods
 AS0344.and adjusted by the National Geodetic Survey in May 1991.
 AS0344
 AS0344.The orthometric height was determined by differential leveling and
 AS0344.adjusted by the NATIONAL GEODETIC SURVEY
 AS0344.in June 1991.
 AS0344
 AS0344.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0344.GEOID18 height accuracy estimate available here.
 AS0344
 AS0344.Click photographs - Photos may exist for this station.
 AS0344
 AS0344.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS0344
 AS0344.The dynamic height is computed by dividing the NAVD 88
 AS0344.geopotential number by the normal gravity value computed on the
 AS0344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0344.degrees latitude (g = 980.6199 gals.).
 AS0344
 AS0344.The modeled gravity was interpolated from observed gravity values.
 AS0344
 AS0344. The following values were computed from the NAD 83(1990) position.
 AS0344
 AS0344;                    North         East     Units Scale Factor Converg.
 AS0344;SPC FL N     -   104,387.630   512,689.794   MT  0.99995635   -0 27 16.1
 AS0344;SPC FL N     -   342,478.42  1,682,049.77   sFT  0.99995635   -0 27 16.1
 AS0344;UTM  16      - 3,313,052.243   653,997.562   MT  0.99989260   +0 47 47.3
 AS0344
 AS0344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0344!SPC FL N     -   1.00000366  x   0.99995635  =   0.99996001
 AS0344!UTM  16      -   1.00000366  x   0.99989260  =   0.99989626
 AS0344
 AS0344:                Primary Azimuth Mark                     Grid Az
 AS0344:SPC FL N     -  46 76 A04                                134 05 02.9
 AS0344:UTM  16      -  46 76 A04                                132 49 59.5
 AS0344
 AS0344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5399713052(NAD 83)
 AS0344
 AS0344|---------------------------------------------------------------------|
 AS0344| PID    Reference Object                     Distance      Geod. Az  |
 AS0344|                                                           dddmmss.s |
 AS0344| AS0326 46 76 A05 RM 1                       21.985 METERS 11532     |
 AS0344| AS0343 46 76 A04                           APPROX. 1.0 KM 1333746.8 |
 AS0344| AS0337 46 76 A05 RM 2                       14.800 METERS 31625     |
 AS0344| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 0.9 KM 3242535.5 |
 AS0344|---------------------------------------------------------------------|
 AS0344
 AS0344                          SUPERSEDED SURVEY CONTROL
 AS0344
 AS0344  NAD 83(1986)-  29 56 18.97598(N)    085 24 15.82072(W) AD(       ) 2
 AS0344  NAD 27      -  29 56 18.23267(N)    085 24 16.10614(W) AD(       ) 2
 AS0344  NGVD 29 (07/19/86)    4.27   (m)           14.0    (f) LEVELING    3  
 AS0344
 AS0344.Superseded values are not recommended for survey control.
 AS0344
 AS0344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0344.See file dsdata.pdf to determine how the superseded data were derived.
 AS0344
 AS0344_MARKER: DD = SURVEY DISK
 AS0344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0344_STAMPING: 46 76 A05
 AS0344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0344+STABILITY: SURFACE MOTION
 AS0344
 AS0344  HISTORY     - Date     Condition        Report By
 AS0344  HISTORY     - 1976     MONUMENTED       FLDT
 AS0344  HISTORY     - 1976     GOOD             FLDT
 AS0344  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AS0344
 AS0344                          STATION DESCRIPTION
 AS0344
 AS0344'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0344'STATION IS LOCATED ABOUT 11-1/2 MILES NORTHWEST OF WHITE CITY,
 AS0344'ABOUT 1 MILE SOUTHEAST OF MEXICO BEACH AND ABOUT 1-1/4 MILES
 AS0344'NORTHWEST OF BEACON HILL CITY LIMITS.
 AS0344'
 AS0344'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0344'SOUTHEAST ON U.S. ROUTE 98 FOR 1.1 MILES TO STATION ON LEFT,
 AS0344'NORTHEAST SIDE OF HIGHWAY, AS DESCRIBED.
 AS0344'
 AS0344'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0344'RESOURCES BRASS DISK, STAMPED 46 76 A05, SET IN THE TOP OF A
 AS0344'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT
 AS0344'IS 3.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 3.4 FEET
 AS0344'SOUTH-SOUTHWEST OF POWERLINE POLE NUMBER 57M-162R, 32.0 FEET
 AS0344'NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98, 41.0 FEET
 AS0344'SOUTHWEST OF SOUTHWEST CORNER OF THE E. H. COPPINGER RESIDENCE,
 AS0344'57.5 FEET WEST-NORTHWEST OF CENTER OF DRIVEWAY AND 72.0 FEET
 AS0344'WEST OF A CONCRETE RIGHT-OF-WAY MONUMENT.
 AS0344'
 AS0344'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0344'TRANSPORTATION BRASS DISK, STAMPED 46 76 A05 RM NO1, SET IN THE
 AS0344'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 AS0344'THE GROUND.  IT IS 0.9 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 AS0344'POST, 1.2 FEET SOUTH-SOUTHWEST OF A CONCRETE RIGHT-OF-WAY
 AS0344'MONUMENT, 12.5 FEET EAST-SOUTHEAST OF CENTER OF DRIVEWAY, 24.2
 AS0344'FEET SOUTHEAST OF SOUTHEAST CORNER OF A HOUSE, 48.5 FEET
 AS0344'NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 70.5 FEET EAST
 AS0344'OF POWERLINE POLE NUMBER 57M-162R.
 AS0344'
 AS0344'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0344'TRANSPORTATION BRASS DISK, STAMPED 46 76 A05 RM NO2, SET IN THE
 AS0344'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 AS0344'THE GROUND.  IT IS 1.0 FOOT SOUTH-SOUTHWEST OF A METAL WITNESS
 AS0344'POST, 39.0 FEET NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98,
 AS0344'48.5 FEET WEST-NORTHWEST OF POWERLINE POLE NUMBER 57M-162R AND
 AS0344'77.0 FEET WEST OF SOUTHWEST CORNER OF A HOUSE.
 AS0344
 AS0344                          STATION RECOVERY (1976)
 AS0344
 AS0344'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0344'1.1 MI SE FROM MEXICO BEACH.
 AS0344'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0344'ROUTE 98 FOR ABOUT 1.1 MILES AND STATION.  WHICH IS SET IN THE TOP OF
 AS0344'A ROUND CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 72.0 FEET WEST
 AS0344'OF A CONCRETE RIGHT-OF-WAY MARKER POST, 57.5 FEET WEST-NORTHWEST OF
 AS0344'CENTER OF A DRIVEWAY, 41.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AS0344'FRAME HOUSE, 32.0 FEET NORTH-NORTHEAST OF CENTER OF U.S ROUTE 98, 3.4
 AS0344'FEET SOUTH-SOUTHWEST OF POWER POLE NO. 57M-162R AND 3.0 FEET
 AS0344'SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 25, T6S, R12W.
 AS0344
 AS0344                          STATION RECOVERY (1989)
 AS0344
 AS0344'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 AS0344'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0326 ***********************************************************************
 AS0326  DESIGNATION -  46 76 A05 RM 1
 AS0326  PID         -  AS0326
 AS0326  STATE/COUNTY-  FL/BAY
 AS0326  COUNTRY     -  US
 AS0326  USGS QUAD   -  BEACON HILL (2018)
 AS0326
 AS0326                         *CURRENT SURVEY CONTROL
 AS0326  ______________________________________________________________________
 AS0326* NAD 83(1986) POSITION- 29 56 18.66   (N) 085 24 15.07   (W)   HD_HELD1
 AS0326* NAVD 88 ORTHO HEIGHT -     4.328 (meters)       14.20  (feet) ADJUSTED
 AS0326  ______________________________________________________________________
 AS0326  GEOID HEIGHT    -        -27.459 (meters)                     GEOID18
 AS0326  DYNAMIC HEIGHT  -          4.322 (meters)       14.18  (feet) COMP
 AS0326  MODELED GRAVITY -    979,310.2   (mgal)                       NAVD 88
 AS0326
 AS0326  VERT ORDER      -  SECOND    CLASS II
 AS0326
 AS0326.The horizontal coordinates were determined by differentially corrected
 AS0326.hand held GPS observations or other comparable positioning techniques
 AS0326.and have an estimated accuracy of +/- 3 meters.
 AS0326
 AS0326.The orthometric height was determined by differential leveling and
 AS0326.adjusted by the NATIONAL GEODETIC SURVEY
 AS0326.in June 1991.
 AS0326
 AS0326.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0326.GEOID18 height accuracy estimate available here.
 AS0326
 AS0326.Click photographs - Photos may exist for this station.
 AS0326
 AS0326.The dynamic height is computed by dividing the NAVD 88
 AS0326.geopotential number by the normal gravity value computed on the
 AS0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0326.degrees latitude (g = 980.6199 gals.).
 AS0326
 AS0326.The modeled gravity was interpolated from observed gravity values.
 AS0326
 AS0326;                    North         East    Units  Estimated Accuracy
 AS0326;SPC FL N     -   104,378.1     512,709.4     MT  (+/- 3 meters HH1 GPS) 
 AS0326
 AS0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5401713043(NAD 83)
 AS0326
 AS0326                          SUPERSEDED SURVEY CONTROL
 AS0326
 AS0326.No superseded survey control is available for this station.
 AS0326
 AS0326_MARKER: DD = SURVEY DISK
 AS0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0326_STAMPING: 46 76 A05 RM NO 1
 AS0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0326+STABILITY: SURFACE MOTION
 AS0326
 AS0326  HISTORY     - Date     Condition        Report By
 AS0326  HISTORY     - 1976     MONUMENTED       FLDT
 AS0326  HISTORY     - 1976     GOOD             FLDT
 AS0326  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AS0326
 AS0326                          STATION DESCRIPTION
 AS0326
 AS0326'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0326'1.1 MI SE FROM MEXICO BEACH.
 AS0326'FROM THE U.S POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S. ROUTE
 AS0326'98 FOR ABOUT 1.1 MILES AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF
 AS0326'A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND. IT
 AS0326'IS 70.5 FEET EAST OF POWER POLE NO. 57M-162R, 48.5 FEET
 AS0326'NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98, 24.2 FEET SOUTHEAST OF THE
 AS0326'SOUTHEAST CORNER OF A FRAME HOUSE, 12.5 FEET EAST-SOUTHEAST OF CENTER
 AS0326'OF A DRIVEWAY, 1.2 FEET SOUTH-SOUTHWEST OF A CONCRETE RIGHT-OF-WAY
 AS0326'MARKER POST AND 0.9 FOOT SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 AS0326'SECTION 25, T6S, R12W.
 AS0326
 AS0326                          STATION RECOVERY (1989)
 AS0326
 AS0326'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 AS0326'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0337 ***********************************************************************
 AS0337  DESIGNATION -  46 76 A05 RM 2
 AS0337  PID         -  AS0337
 AS0337  STATE/COUNTY-  FL/BAY
 AS0337  COUNTRY     -  US
 AS0337  USGS QUAD   -  BEACON HILL (2018)
 AS0337
 AS0337                         *CURRENT SURVEY CONTROL
 AS0337  ______________________________________________________________________
 AS0337* NAD 83(1986) POSITION- 29 56 19.31   (N) 085 24 16.19   (W)   HD_HELD1
 AS0337* NAVD 88 ORTHO HEIGHT -     4.060 (meters)       13.32  (feet) ADJUSTED
 AS0337  ______________________________________________________________________
 AS0337  GEOID HEIGHT    -        -27.460 (meters)                     GEOID18
 AS0337  DYNAMIC HEIGHT  -          4.054 (meters)       13.30  (feet) COMP
 AS0337  MODELED GRAVITY -    979,310.2   (mgal)                       NAVD 88
 AS0337
 AS0337  VERT ORDER      -  SECOND    CLASS II
 AS0337
 AS0337.The horizontal coordinates were determined by differentially corrected
 AS0337.hand held GPS observations or other comparable positioning techniques
 AS0337.and have an estimated accuracy of +/- 3 meters.
 AS0337
 AS0337.The orthometric height was determined by differential leveling and
 AS0337.adjusted by the NATIONAL GEODETIC SURVEY
 AS0337.in June 1991.
 AS0337
 AS0337.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0337.GEOID18 height accuracy estimate available here.
 AS0337
 AS0337.Click photographs - Photos may exist for this station.
 AS0337
 AS0337.The dynamic height is computed by dividing the NAVD 88
 AS0337.geopotential number by the normal gravity value computed on the
 AS0337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0337.degrees latitude (g = 980.6199 gals.).
 AS0337
 AS0337.The modeled gravity was interpolated from observed gravity values.
 AS0337
 AS0337;                    North         East    Units  Estimated Accuracy
 AS0337;SPC FL N     -   104,398.4     512,679.6     MT  (+/- 3 meters HH1 GPS) 
 AS0337
 AS0337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5398713062(NAD 83)
 AS0337
 AS0337                          SUPERSEDED SURVEY CONTROL
 AS0337
 AS0337.No superseded survey control is available for this station.
 AS0337
 AS0337_MARKER: DD = SURVEY DISK
 AS0337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0337_STAMPING: 46 76 A05 RM NO 2
 AS0337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0337+STABILITY: SURFACE MOTION
 AS0337
 AS0337  HISTORY     - Date     Condition        Report By
 AS0337  HISTORY     - 1976     MONUMENTED       FLDT
 AS0337  HISTORY     - 1976     GOOD             FLDT
 AS0337  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AS0337
 AS0337                          STATION DESCRIPTION
 AS0337
 AS0337'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0337'1.1 MI SE FROM MEXICO BEACH.
 AS0337'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0337'ROUTE 98 FOR ABOUT 1.1 MILES AND REFERENCE MARK.  WHICH IS SET IN THE
 AS0337'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW
 AS0337'GROUND.  IT IS 77.0 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME
 AS0337'HOUSE, 39.0 FEET NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98, 48.5 FEET
 AS0337'WEST-NORTHWEST OF POWER POLE NO.57M-162R AND 1.0 FOOT SOUTH-SOUTHWEST
 AS0337'OF A METAL WITNESS POST.  SECTION 25, T6S, R12W.
 AS0337
 AS0337                          STATION RECOVERY (1989)
 AS0337
 AS0337'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 AS0337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0345 ***********************************************************************
 AS0345  DESIGNATION -  46 76 A06
 AS0345  PID         -  AS0345
 AS0345  STATE/COUNTY-  FL/BAY
 AS0345  COUNTRY     -  US
 AS0345  USGS QUAD   -  BEACON HILL (2018)
 AS0345
 AS0345                         *CURRENT SURVEY CONTROL
 AS0345  ______________________________________________________________________
 AS0345* NAD 83(1990) POSITION- 29 56 38.12874(N) 085 24 44.49813(W)   ADJUSTED
 AS0345* NAVD 88 ORTHO HEIGHT -     3.748 (meters)       12.30  (feet) ADJUSTED
 AS0345  ______________________________________________________________________
 AS0345  GEOID HEIGHT    -        -27.468 (meters)                     GEOID18
 AS0345  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 AS0345  DYNAMIC HEIGHT  -          3.743 (meters)       12.28  (feet) COMP
 AS0345  MODELED GRAVITY -    979,310.5   (mgal)                       NAVD 88
 AS0345
 AS0345  HORZ ORDER      -  SECOND
 AS0345  VERT ORDER      -  SECOND    CLASS II
 AS0345
 AS0345.The horizontal coordinates were established by classical geodetic methods
 AS0345.and adjusted by the National Geodetic Survey in May 1991.
 AS0345
 AS0345.The orthometric height was determined by differential leveling and
 AS0345.adjusted by the NATIONAL GEODETIC SURVEY
 AS0345.in June 1991.
 AS0345
 AS0345.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0345.GEOID18 height accuracy estimate available here.
 AS0345
 AS0345.Click photographs - Photos may exist for this station.
 AS0345
 AS0345.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS0345
 AS0345.The dynamic height is computed by dividing the NAVD 88
 AS0345.geopotential number by the normal gravity value computed on the
 AS0345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0345.degrees latitude (g = 980.6199 gals.).
 AS0345
 AS0345.The modeled gravity was interpolated from observed gravity values.
 AS0345
 AS0345. The following values were computed from the NAD 83(1990) position.
 AS0345
 AS0345;                    North         East     Units Scale Factor Converg.
 AS0345;SPC FL N     -   104,983.824   511,925.088   MT  0.99995599   -0 27 30.5
 AS0345;SPC FL N     -   344,434.43  1,679,540.89   sFT  0.99995599   -0 27 30.5
 AS0345;UTM  16      - 3,313,631.562   653,220.072   MT  0.99988965   +0 47 33.5
 AS0345
 AS0345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0345!SPC FL N     -   1.00000373  x   0.99995599  =   0.99995972
 AS0345!UTM  16      -   1.00000373  x   0.99988965  =   0.99989337
 AS0345
 AS0345:                Primary Azimuth Mark                     Grid Az
 AS0345:SPC FL N     -  46 76 A05                                127 56 28.9
 AS0345:UTM  16      -  46 76 A05                                126 41 24.9
 AS0345
 AS0345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5322013631(NAD 83)
 AS0345
 AS0345|---------------------------------------------------------------------|
 AS0345| PID    Reference Object                     Distance      Geod. Az  |
 AS0345|                                                           dddmmss.s |
 AS0345| AS0827 MEXICO BEACH MUNICIPAL TANK         283.158 METERS 05037     |
 AS0345| AS0344 46 76 A05                           APPROX. 1.0 KM 1272858.4 |
 AS0345| AS0327 46 76 A06 RM 1                       19.193 METERS 14801     |
 AS0345| AS0338 46 76 A06 RM 2                       13.090 METERS 29947     |
 AS0345|---------------------------------------------------------------------|
 AS0345
 AS0345                          SUPERSEDED SURVEY CONTROL
 AS0345
 AS0345  NAD 83(1986)-  29 56 38.14033(N)    085 24 44.51330(W) AD(       ) 2
 AS0345  NAD 27      -  29 56 37.39737(N)    085 24 44.79804(W) AD(       ) 2
 AS0345  NGVD 29 (07/19/86)    3.89   (m)           12.8    (f) LEVELING    3  
 AS0345
 AS0345.Superseded values are not recommended for survey control.
 AS0345
 AS0345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0345.See file dsdata.pdf to determine how the superseded data were derived.
 AS0345
 AS0345_MARKER: DD = SURVEY DISK
 AS0345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0345_STAMPING: 46 76 A06
 AS0345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0345+STABILITY: SURFACE MOTION
 AS0345
 AS0345  HISTORY     - Date     Condition        Report By
 AS0345  HISTORY     - 1976     MONUMENTED       FLDT
 AS0345  HISTORY     - 1976     GOOD             FLDT
 AS0345  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AS0345
 AS0345                          STATION DESCRIPTION
 AS0345
 AS0345'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0345'STATION IS LOCATED WITHIN THE CITY LIMITS OF MEXICO BEACH,
 AS0345'ABOUT 12 MILES NORTHWEST OF WHITE CITY AND ABOUT 16-1/4 MILES
 AS0345'SOUTHEAST OF CALLAWAY.
 AS0345'
 AS0345'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0345'SOUTHEAST ON U.S. ROUTE 98 FOR 0.5 MILE TO THE INTERSECTION OF
 AS0345'U.S. ROUTE 98 AND 21ST STREET AND STATION AS DESCRIBED.
 AS0345'
 AS0345'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0345'RESOURCES BRASS DISK, STAMPED 46 76 A06, SET IN THE TOP OF A
 AS0345'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT
 AS0345'IS 3.1 FEET NORTHWEST OF A METAL WITNESS POST, 32.0 FEET
 AS0345'SOUTHWEST OF CENTER OF U.S. ROUTE 98, 32.8 FEET SOUTHWEST OF
 AS0345'CENTER OF INTERSECTION OF U.S. ROUTE 98 AND 21ST STREET, 63.0
 AS0345'FEET NORTHWEST OF NORTHWEST CORNER OF A WHITE WOODEN FENCE,
 AS0345'89.0 FEET NORTH OF NORTHEAST CORNER OF A CONCRETE BLOCK
 AS0345'CONSTRUCTION HOME AND 97.2 FEET EAST OF NORTHEAST CORNER OF
 AS0345'THE DRIFTWOOD MOTEL.
 AS0345'
 AS0345'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0345'TRANSPORTATION BRASS DISK, STAMPED 46 76 A06 RM NO1, SET IN THE
 AS0345'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 AS0345'THE GROUND.  IT IS 1.2 FEET NORTHEAST OF A METAL WITNESS POST,
 AS0345'1.5 FEET NORTHEAST OF NORTHEAST CORNER OF A WHITE WOODEN FENCE,
 AS0345'32.8 FEET NORTHEAST OF NORTHEAST CORNER OF A CONCRETE BLOCK
 AS0345'CONSTRUCTION HOME, 51.9 FEET SOUTHWEST OF CENTER OF U.S. ROUTE
 AS0345'98 AND 58.2 FEET WEST OF UTILITY POLE NUMBER 57M-62R.
 AS0345'
 AS0345'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0345'TRANSPORTATION BRASS DISK, STAMPED 46 76 A06 RM NO2, SET IN THE
 AS0345'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 AS0345'THE GROUND.  IT IS 1.0 FOOT NORTHWEST OF A METAL WITNESS POST,
 AS0345'39.4 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98, 52.8 FEET
 AS0345'WEST-SOUTHWEST OF CENTER OF INTERSECTION OF U.S. ROUTE 98 AND
 AS0345'21ST STREET, AND 58.2 FEET EAST-NORTHEAST OF NORTHEAST CORNER
 AS0345'OF THE DRIFTWOOD MOTEL.
 AS0345
 AS0345                          STATION RECOVERY (1976)
 AS0345
 AS0345'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0345'IN MEXICO BEACH.
 AS0345'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0345'ROUTE 98 FOR ABOUT 0.5 MILE TO THE INTERSECTION OF 21ST STREET AND
 AS0345'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2
 AS0345'INCHES BELOW GROUND.  IT IS 97.2 FEET EAST OF THE NORTHEAST CORNER OF
 AS0345'THE DRIFTWOOD MOTEL, 89.0 FEET NORTH OF THE NORTHEAST CORNER OF A
 AS0345'BLOCK HOUSE, 63.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WHITE
 AS0345'WOODEN FENCE, 32.8 FEET SOUTHWEST OF CENTER OF THE INTERSECTION OF
 AS0345'U.S. ROUTE 98 AND 21ST STREET, 32.0 FEET SOUTHWEST OF CENTER OF U.S.
 AS0345'ROUTE 98 AND 3.1 FEET NORTHWEST OF A METAL WITNESS POST.  SECTION 23,
 AS0345'T6S, R12W.
 AS0345
 AS0345                          STATION RECOVERY (1988)
 AS0345
 AS0345'RECOVERY NOTE BY US POWER SQUADRON 1988 (BWC)
 AS0345'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0327 ***********************************************************************
 AS0327  DESIGNATION -  46 76 A06 RM 1
 AS0327  PID         -  AS0327
 AS0327  STATE/COUNTY-  FL/BAY
 AS0327  COUNTRY     -  US
 AS0327  USGS QUAD   -  BEACON HILL (2018)
 AS0327
 AS0327                         *CURRENT SURVEY CONTROL
 AS0327  ______________________________________________________________________
 AS0327* NAD 83(1986) POSITION- 29 56 37.60   (N) 085 24 44.12   (W)   HD_HELD1
 AS0327* NAVD 88 ORTHO HEIGHT -     4.256 (meters)       13.96  (feet) ADJUSTED
 AS0327  ______________________________________________________________________
 AS0327  GEOID HEIGHT    -        -27.468 (meters)                     GEOID18
 AS0327  DYNAMIC HEIGHT  -          4.250 (meters)       13.94  (feet) COMP
 AS0327  MODELED GRAVITY -    979,310.5   (mgal)                       NAVD 88
 AS0327
 AS0327  VERT ORDER      -  SECOND    CLASS II
 AS0327
 AS0327.The horizontal coordinates were determined by differentially corrected
 AS0327.hand held GPS observations or other comparable positioning techniques
 AS0327.and have an estimated accuracy of +/- 3 meters.
 AS0327
 AS0327.The orthometric height was determined by differential leveling and
 AS0327.adjusted by the NATIONAL GEODETIC SURVEY
 AS0327.in June 1991.
 AS0327
 AS0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0327.GEOID18 height accuracy estimate available here.
 AS0327
 AS0327.Click photographs - Photos may exist for this station.
 AS0327
 AS0327.The dynamic height is computed by dividing the NAVD 88
 AS0327.geopotential number by the normal gravity value computed on the
 AS0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0327.degrees latitude (g = 980.6199 gals.).
 AS0327
 AS0327.The modeled gravity was interpolated from observed gravity values.
 AS0327
 AS0327;                    North         East    Units  Estimated Accuracy
 AS0327;SPC FL N     -   104,967.5     511,935.1     MT  (+/- 3 meters HH1 GPS) 
 AS0327
 AS0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5323013615(NAD 83)
 AS0327
 AS0327                          SUPERSEDED SURVEY CONTROL
 AS0327
 AS0327.No superseded survey control is available for this station.
 AS0327
 AS0327_MARKER: DD = SURVEY DISK
 AS0327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0327_STAMPING: 46 76 A06 RM NO 1
 AS0327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0327+STABILITY: SURFACE MOTION
 AS0327
 AS0327  HISTORY     - Date     Condition        Report By
 AS0327  HISTORY     - UNK      MONUMENTED       FLDT
 AS0327  HISTORY     - 1976     GOOD             FLDT
 AS0327  HISTORY     - 1988     GOOD             USPSQD
 AS0327
 AS0327                          STATION DESCRIPTION
 AS0327
 AS0327'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0327'IN MEXICO BEACH.
 AS0327'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0327'ROUTE 98 FOR ABOUT 0.5 MILE TO THE INTERSECTION OF 21ST STREET AND
 AS0327'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 AS0327'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 58.2 FEET WEST OF
 AS0327'UTILITY POLE NO. 57M-62R, 51.9 FEET SOUTHWEST OF CENTER OF U.S. ROUTE
 AS0327'98, 32.8 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BLOCK HOUSE, 1.5
 AS0327'FEET NORTHEAST OF THE NORTHEAST CORNER OF A WHITE WOODEN FENCE AND 1.2
 AS0327'FEET NORTHEAST OF A METAL WITNESS POST.  SECTION 23, T6S, R12W.
 AS0327
 AS0327                          STATION RECOVERY (1988)
 AS0327
 AS0327'RECOVERY NOTE BY US POWER SQUADRON 1988 (BWC)
 AS0327'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0338 ***********************************************************************
 AS0338  DESIGNATION -  46 76 A06 RM 2
 AS0338  PID         -  AS0338
 AS0338  STATE/COUNTY-  FL/BAY
 AS0338  COUNTRY     -  US
 AS0338  USGS QUAD   -  BEACON HILL (2018)
 AS0338
 AS0338                         *CURRENT SURVEY CONTROL
 AS0338  ______________________________________________________________________
 AS0338* NAD 83(1986) POSITION- 29 56 38.34   (N) 085 24 44.92   (W)   HD_HELD1
 AS0338* NAVD 88 ORTHO HEIGHT -     4.049 (meters)       13.28  (feet) ADJUSTED
 AS0338  ______________________________________________________________________
 AS0338  GEOID HEIGHT    -        -27.468 (meters)                     GEOID18
 AS0338  DYNAMIC HEIGHT  -          4.043 (meters)       13.26  (feet) COMP
 AS0338  MODELED GRAVITY -    979,310.5   (mgal)                       NAVD 88
 AS0338
 AS0338  VERT ORDER      -  SECOND    CLASS II
 AS0338
 AS0338.The horizontal coordinates were determined by differentially corrected
 AS0338.hand held GPS observations or other comparable positioning techniques
 AS0338.and have an estimated accuracy of +/- 3 meters.
 AS0338
 AS0338.The orthometric height was determined by differential leveling and
 AS0338.adjusted by the NATIONAL GEODETIC SURVEY
 AS0338.in June 1991.
 AS0338
 AS0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0338.GEOID18 height accuracy estimate available here.
 AS0338
 AS0338.Click photographs - Photos may exist for this station.
 AS0338
 AS0338.The dynamic height is computed by dividing the NAVD 88
 AS0338.geopotential number by the normal gravity value computed on the
 AS0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0338.degrees latitude (g = 980.6199 gals.).
 AS0338
 AS0338.The modeled gravity was interpolated from observed gravity values.
 AS0338
 AS0338;                    North         East    Units  Estimated Accuracy
 AS0338;SPC FL N     -   104,990.4     511,913.8     MT  (+/- 3 meters HH1 GPS) 
 AS0338
 AS0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5320813637(NAD 83)
 AS0338
 AS0338                          SUPERSEDED SURVEY CONTROL
 AS0338
 AS0338.No superseded survey control is available for this station.
 AS0338
 AS0338_MARKER: DD = SURVEY DISK
 AS0338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0338_STAMPING: 46 76 A06 RM NO 2
 AS0338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0338+STABILITY: SURFACE MOTION
 AS0338
 AS0338  HISTORY     - Date     Condition        Report By
 AS0338  HISTORY     - 1976     MONUMENTED       FLDT
 AS0338  HISTORY     - 1976     GOOD             FLDT
 AS0338  HISTORY     - 1988     GOOD             USPSQD
 AS0338
 AS0338                          STATION DESCRIPTION
 AS0338
 AS0338'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0338'IN MEXICO BEACH.
 AS0338'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0338'ROUTE 98 FOR ABOUT 0.5 MILE TO THE INTERSECTION OF 21ST STREET AND
 AS0338'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 AS0338'CONCRETE NOMUMENT 3 INCHES BELOW GROUND.  IT IS 58.2 FEET
 AS0338'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE DRIFTWOOD MOTEL, 52.8
 AS0338'FEET WEST-SOUTHWEST OF CENTER OF THE INTERSECTION OF U.S. ROUTE 98 AND
 AS0338'21ST STREET, 39.4 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 1.0
 AS0338'FOOT NORTHWEST OF A METAL WITNESS POST.  SECTION 23, T6S, R12W.
 AS0338
 AS0338                          STATION RECOVERY (1988)
 AS0338
 AS0338'RECOVERY NOTE BY US POWER SQUADRON 1988 (BWC)
 AS0338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0346 ***********************************************************************
 AS0346  DESIGNATION -  46 76 A07
 AS0346  PID         -  AS0346
 AS0346  STATE/COUNTY-  FL/BAY
 AS0346  COUNTRY     -  US
 AS0346  USGS QUAD   -  BEACON HILL (2018)
 AS0346
 AS0346                         *CURRENT SURVEY CONTROL
 AS0346  ______________________________________________________________________
 AS0346* NAD 83(1990) POSITION- 29 56 54.64292(N) 085 25 06.48577(W)   ADJUSTED
 AS0346* NAVD 88 ORTHO HEIGHT -     5.601 (meters)       18.38  (feet) ADJUSTED
 AS0346  ______________________________________________________________________
 AS0346  GEOID HEIGHT    -        -27.475 (meters)                     GEOID18
 AS0346  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 AS0346  DYNAMIC HEIGHT  -          5.593 (meters)       18.35  (feet) COMP
 AS0346  MODELED GRAVITY -    979,310.7   (mgal)                       NAVD 88
 AS0346
 AS0346  HORZ ORDER      -  SECOND
 AS0346  VERT ORDER      -  FIRST     CLASS II
 AS0346
 AS0346.The horizontal coordinates were established by classical geodetic methods
 AS0346.and adjusted by the National Geodetic Survey in May 1991.
 AS0346
 AS0346.The orthometric height was determined by differential leveling and
 AS0346.adjusted by the NATIONAL GEODETIC SURVEY
 AS0346.in October 2018.
 AS0346
 AS0346.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0346.GEOID18 height accuracy estimate available here.
 AS0346
 AS0346.Click photographs - Photos may exist for this station.
 AS0346
 AS0346.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS0346
 AS0346.The dynamic height is computed by dividing the NAVD 88
 AS0346.geopotential number by the normal gravity value computed on the
 AS0346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0346.degrees latitude (g = 980.6199 gals.).
 AS0346
 AS0346.The modeled gravity was interpolated from observed gravity values.
 AS0346
 AS0346. The following values were computed from the NAD 83(1990) position.
 AS0346
 AS0346;                    North         East     Units Scale Factor Converg.
 AS0346;SPC FL N     -   105,497.025   511,339.591   MT  0.99995568   -0 27 41.6
 AS0346;SPC FL N     -   346,118.16  1,677,619.97   sFT  0.99995568   -0 27 41.6
 AS0346;UTM  16      - 3,314,131.822   652,623.549   MT  0.99988740   +0 47 22.9
 AS0346
 AS0346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0346!SPC FL N     -   1.00000344  x   0.99995568  =   0.99995912
 AS0346!UTM  16      -   1.00000344  x   0.99988740  =   0.99989083
 AS0346
 AS0346:                Primary Azimuth Mark                     Grid Az
 AS0346:SPC FL N     -  46 76 A06                                131 14 07.1
 AS0346:UTM  16      -  46 76 A06                                129 59 02.6
 AS0346
 AS0346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5262314131(NAD 83)
 AS0346
 AS0346|---------------------------------------------------------------------|
 AS0346| PID    Reference Object                     Distance      Geod. Az  |
 AS0346|                                                           dddmmss.s |
 AS0346| AS0328 46 76 A07 RM 1                        9.287 METERS 00306     |
 AS0346| CW1683 46 76 A07 RM 2                       10.306 METERS 10500     |
 AS0346| AS0345 46 76 A06                           APPROX. 0.8 KM 1304625.5 |
 AS0346|---------------------------------------------------------------------|
 AS0346
 AS0346                          SUPERSEDED SURVEY CONTROL
 AS0346
 AS0346  NAD 83(1986)-  29 56 54.65453(N)    085 25 06.50088(W) AD(       ) 2
 AS0346  NAD 27      -  29 56 53.91191(N)    085 25 06.78503(W) AD(       ) 2
 AS0346  NAVD 88 (06/15/91)    5.612  (m)           18.41   (f) SUPERSEDED  2 2
 AS0346  NGVD 29 (07/19/86)    5.76   (m)           18.9    (f) LEVELING    3  
 AS0346
 AS0346.Superseded values are not recommended for survey control.
 AS0346
 AS0346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0346.See file dsdata.pdf to determine how the superseded data were derived.
 AS0346
 AS0346_MARKER: DD = SURVEY DISK
 AS0346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0346_STAMPING: 46 76 A07
 AS0346_MARK LOGO: FLDNR
 AS0346_PROJECTION: RECESSED 10 CENTIMETERS
 AS0346_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0346+STABILITY: SURFACE MOTION
 AS0346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0346+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2017
 AS0346
 AS0346  HISTORY     - Date     Condition        Report By
 AS0346  HISTORY     - 1976     MONUMENTED       FLDT
 AS0346  HISTORY     - 1976     GOOD             FLDT
 AS0346  HISTORY     - 1988     GOOD             USPSQD
 AS0346  HISTORY     - 20050201 MARK NOT FOUND   WILMIL
 AS0346  HISTORY     - 20100421 GOOD             SESMC
 AS0346  HISTORY     - 20170726 GOOD             FLDEP
 AS0346
 AS0346                          STATION DESCRIPTION
 AS0346
 AS0346'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0346'STATION IS LOCATED IN THE TOWN OF MEXICO BEACH, ABOUT 16 MILES
 AS0346'SOUTHEAST OF CALLAWAY AND 2 MILES NORTHWEST OF BEACON HILL CITY
 AS0346'LIMITS.
 AS0346'
 AS0346'STATION IS ABOUT 200 FEET SOUTH-SOUTHEAST OF THE MEXICO BEACH
 AS0346'POST OFFICE, IN THE MEDIAN FORMED BY U.S. ROUTE 98 AND A SIDE
 AS0346'STREET.
 AS0346'
 AS0346'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0346'RESOURCES BRASS DISK, STAMPED 46 76 A07, SET IN THE TOP OF A
 AS0346'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT
 AS0346'IS 3.4 FEET SOUTHWEST OF A METAL WITNESS POST, 16.5 FEET
 AS0346'EAST-SOUTHEAST OF A POWERLINE POLE BRACE, 31.3 FEET NORTHEAST
 AS0346'OF CENTER OF U.S. ROUTE 98, 36.2 FEET WEST-NORTHWEST OF A
 AS0346'POWERLINE POLE SUPPORTING A STREET LIGHT, 47.0 FEET SOUTHEAST
 AS0346'OF SOUTHEAST CORNER OF A BRICK BUILDING FOR REALTORS OFFICE
 AS0346'AND 51.0 FEET SOUTHWEST OF CENTER OF A SIDE STREET.
 AS0346'
 AS0346'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0346'TRANSPORTATION BRASS DISK, STAMPED 46 76 A07 RM NO1, SET IN THE
 AS0346'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 4 INCHES BELOW
 AS0346'THE GROUND.  IT IS 1.0 FOOT EAST-SOUTHEAST OF A METAL WITNESS
 AS0346'POST, 26.7 FEET EAST OF THE SOUTHEAST CORNER OF THE BRICK
 AS0346'REALTORS OFFICE, 32.0 FEET SOUTHWEST OF CENTER OF A SIDE
 AS0346'STREET, 52.5 FEET NORTHWEST OF A POWERLINE POLE SUPPORTING A
 AS0346'STREET LIGHT AND 57.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE
 AS0346'98.
 AS0346'
 AS0346'REFERENCE MARK NUMBER 2 IS A STANDARD BENCHMARK DISK STAMPED
 AS0346'U174 1957, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 AS0346'PROJECTS 2 INCHES ABOVE THE GROUND.  IT IS 1.0 FOOT EAST OF A
 AS0346'METAL WITNESS POST 1.3 FEET SOUTH-SOUTHEAST OF NORTHWEST CORNER
 AS0346'OF A TELEPHONE BOOTH, 2.5 FEET WEST-NORTHWEST OF A POWERLINE
 AS0346'POLE SUPPORTING A STREET LIGHT, 44.3 FEET NORTHEAST OF CENTER
 AS0346'OF U.S. ROUTE 98 AND 74.6 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 AS0346'THE BRICK REALTORS OFFICE.
 AS0346
 AS0346                          STATION RECOVERY (1976)
 AS0346
 AS0346'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0346'IN MEXICO BEACH.
 AS0346'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0346'ROUTE 98 FOR ABOUT 0.05 MILE AND STATION.  WHICH IS SET IN THE TOP OF
 AS0346'A ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 51.0 FEET
 AS0346'SOUTHWEST OF CENTER OF A SIDE STREET LEADING NORTHWEST TO THE POST
 AS0346'OFFICE, 47.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK OFFICE
 AS0346'BUILDING (MEXICO BEACH CORP.-REALTOR), 36.2 FEET WEST-NORTHWEST OF A
 AS0346'WOODEN STREET LIGHT POLE, 31.3 FEET NORTHEAST OF CENTER OF U.S. ROUTE
 AS0346'98, 16.5 FEET EAST-SOUTHEAST OF A POWER LINE BRACE POLE AND 3.4 FEET
 AS0346'SOUTHWEST OF A METAL WITNESS POST.  SECTION 23, T6S, R12W.
 AS0346
 AS0346                          STATION RECOVERY (1988)
 AS0346
 AS0346'RECOVERY NOTE BY US POWER SQUADRON 1988 (BWL)
 AS0346'RECOVERED IN GOOD CONDITION.
 AS0346
 AS0346                          STATION RECOVERY (2005)
 AS0346
 AS0346'RECOVERY NOTE BY WILSONMILLER 2005 (MCL)
 AS0346'MARK NOT FOUND.
 AS0346
 AS0346                          STATION RECOVERY (2010)
 AS0346
 AS0346'RECOVERY NOTE BY SOUTHEASTERN SURVEY AND MAPPIN 2010 (SFS)
 AS0346'RECOVERED IN GOOD CONDITION.
 AS0346
 AS0346                          STATION RECOVERY (2017)
 AS0346
 AS0346'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (MAH)
 AS0346'RECOVERED IN GOOD CONDITION.
 AS0346'
 AS0346'NOTE-WITH THESE ADDITIONS.  LOCATED 33.6 FT (10.2 M) WEST-NORTHWEST OF
 AS0346'SURVEY MARK U 174, 32.5 FT (9.9 M) NORTHEAST OF THE APPROXIMATE
 AS0346'CENTERLINE OF U.S. HIGHWAY 98, 20.8 FT (6.3 M) SOUTH-SOUTHWEST OF A
 AS0346'METAL PARKER REALTY SIGN AND 6.5 FT (2.0 M) NORTHEAST OF THE NORTHEAST
 AS0346'EDGE OF THE CONCRETE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0328 ***********************************************************************
 AS0328  DESIGNATION -  46 76 A07 RM 1
 AS0328  PID         -  AS0328
 AS0328  STATE/COUNTY-  FL/BAY
 AS0328  COUNTRY     -  US
 AS0328  USGS QUAD   -  BEACON HILL (2018)
 AS0328
 AS0328                         *CURRENT SURVEY CONTROL
 AS0328  ______________________________________________________________________
 AS0328* NAD 83(1986) POSITION- 29 56 54.94   (N) 085 25 06.47   (W)   HD_HELD1
 AS0328* NAVD 88 ORTHO HEIGHT -     5.257 (meters)       17.25  (feet) ADJUSTED
 AS0328  ______________________________________________________________________
 AS0328  GEOID HEIGHT    -        -27.476 (meters)                     GEOID18
 AS0328  DYNAMIC HEIGHT  -          5.250 (meters)       17.22  (feet) COMP
 AS0328  MODELED GRAVITY -    979,310.7   (mgal)                       NAVD 88
 AS0328
 AS0328  VERT ORDER      -  SECOND    CLASS I
 AS0328
 AS0328.The horizontal coordinates were determined by differentially corrected
 AS0328.hand held GPS observations or other comparable positioning techniques
 AS0328.and have an estimated accuracy of +/- 3 meters.
 AS0328
 AS0328.The orthometric height was determined by differential leveling and
 AS0328.adjusted by the NATIONAL GEODETIC SURVEY
 AS0328.in June 1991.
 AS0328
 AS0328.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0328.GEOID18 height accuracy estimate available here.
 AS0328
 AS0328.Click photographs - Photos may exist for this station.
 AS0328
 AS0328.The dynamic height is computed by dividing the NAVD 88
 AS0328.geopotential number by the normal gravity value computed on the
 AS0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0328.degrees latitude (g = 980.6199 gals.).
 AS0328
 AS0328.The modeled gravity was interpolated from observed gravity values.
 AS0328
 AS0328;                    North         East    Units  Estimated Accuracy
 AS0328;SPC FL N     -   105,506.2     511,340.1     MT  (+/- 3 meters HH1 GPS) 
 AS0328
 AS0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5262314140(NAD 83)
 AS0328
 AS0328                          SUPERSEDED SURVEY CONTROL
 AS0328
 AS0328.No superseded survey control is available for this station.
 AS0328
 AS0328_STAMPING: 46 76 A07 RM NO 1
 AS0328_MARK LOGO: FLDT
 AS0328
 AS0328  HISTORY     - Date     Condition        Report By
 AS0328  HISTORY     - 1976     MONUMENTED       FLDT
 AS0328  HISTORY     - 1976     GOOD             FLDT
 AS0328  HISTORY     - 1985     GOOD             FLDNR
 AS0328  HISTORY     - 1990     GOOD             USPSQD
 AS0328  HISTORY     - 19940411 GOOD             USPSQD
 AS0328  HISTORY     - 20170725 MARK NOT FOUND   FLDEP
 AS0328
 AS0328                          STATION DESCRIPTION
 AS0328
 AS0328'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0328'IN MEXICO BEACH.
 AS0328'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO SOUTHEAST ON U.S.
 AS0328'ROUTE 98 FOR ABOUT 0.05 MILE AND REFERENCE MARK.  WHICH IS SET IN THE
 AS0328'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
 AS0328'GROUND.  IT IS 57.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 52.5
 AS0328'FEET NORTHWEST OF A WOODEN STREET LIGHT POLE, 32.0 FEET SOUTHWEST OF
 AS0328'CENTER OF A SIDE STREET LEADING NORTHWEST TO THE POST OFFICE, 26.7
 AS0328'FEET EAST OF THE SOUTHEAST CORNER OF A BRICK OFFICE BUILDING (MEXICO
 AS0328'BEACH CORP.-REALTOR) AND 1.0 FOOT EAST-SOUTHEAST OF A METAL WITNESS
 AS0328'POST.  SECTION 23, T6S, R12W.
 AS0328
 AS0328                          STATION RECOVERY (1985)
 AS0328
 AS0328'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AS0328'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 AS0328'NEAR THE JUNCTION OF 30TH STREET WITH U.S. HIGHWAY 98, 56.5 FEET
 AS0328'NORTHEAST OF THE CENTERLINE OF U.S. 98, 27.5 FEET EAST OF THE SOUTH
 AS0328'CORNER OF E.R.A. REALTY, 50 FEET NORTHWEST OF U.S.C.G.S. BENCH MARK
 AS0328'U 174 1957, 0.8 FOOT SOUTHEAST OF A FLORIDA D.O.T. WITNESS POST, AND
 AS0328'IS SET IN A GRASSY AREA BETWEEN U.S. 98 AND THE PARKING LOT FOR
 AS0328'CATHEYS HARDWARE STORE.
 AS0328
 AS0328                          STATION RECOVERY (1990)
 AS0328
 AS0328'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0328'RECOVERED IN GOOD CONDITION.
 AS0328
 AS0328                          STATION RECOVERY (1994)
 AS0328
 AS0328'RECOVERY NOTE BY US POWER SQUADRON 1994
 AS0328'RECOVERED IN GOOD CONDITION.
 AS0328
 AS0328                          STATION RECOVERY (2017)
 AS0328
 AS0328'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (MAH)
 AS0328'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0347 ***********************************************************************
 AS0347  DESIGNATION -  46 76 A08
 AS0347  PID         -  AS0347
 AS0347  STATE/COUNTY-  FL/BAY
 AS0347  COUNTRY     -  US
 AS0347  USGS QUAD   -  BEACON HILL (2018)
 AS0347
 AS0347                         *CURRENT SURVEY CONTROL
 AS0347  ______________________________________________________________________
 AS0347* NAD 83(1990) POSITION- 29 57 14.71791(N) 085 25 41.03486(W)   ADJUSTED
 AS0347* NAVD 88 ORTHO HEIGHT -     3.825 (meters)       12.55  (feet) ADJUSTED
 AS0347  ______________________________________________________________________
 AS0347  GEOID HEIGHT    -        -27.484 (meters)                     GEOID18
 AS0347  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 AS0347  DYNAMIC HEIGHT  -          3.820 (meters)       12.53  (feet) COMP
 AS0347  MODELED GRAVITY -    979,311.0   (mgal)                       NAVD 88
 AS0347
 AS0347  HORZ ORDER      -  SECOND
 AS0347  VERT ORDER      -  SECOND    CLASS II
 AS0347
 AS0347.The horizontal coordinates were established by classical geodetic methods
 AS0347.and adjusted by the National Geodetic Survey in May 1991.
 AS0347
 AS0347.The orthometric height was determined by differential leveling and
 AS0347.adjusted by the NATIONAL GEODETIC SURVEY
 AS0347.in June 1991.
 AS0347
 AS0347.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0347.GEOID18 height accuracy estimate available here.
 AS0347
 AS0347.Click photographs - Photos may exist for this station.
 AS0347
 AS0347.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS0347
 AS0347.The dynamic height is computed by dividing the NAVD 88
 AS0347.geopotential number by the normal gravity value computed on the
 AS0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0347.degrees latitude (g = 980.6199 gals.).
 AS0347
 AS0347.The modeled gravity was interpolated from observed gravity values.
 AS0347
 AS0347. The following values were computed from the NAD 83(1990) position.
 AS0347
 AS0347;                    North         East     Units Scale Factor Converg.
 AS0347;SPC FL N     -   106,122.631   510,418.240   MT  0.99995531   -0 27 59.0
 AS0347;SPC FL N     -   348,170.67  1,674,597.18   sFT  0.99995531   -0 27 59.0
 AS0347;UTM  16      - 3,314,737.116   651,688.821   MT  0.99988389   +0 47 06.1
 AS0347
 AS0347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0347!SPC FL N     -   1.00000372  x   0.99995531  =   0.99995903
 AS0347!UTM  16      -   1.00000372  x   0.99988389  =   0.99988761
 AS0347
 AS0347:                Primary Azimuth Mark                     Grid Az
 AS0347:SPC FL N     -  46 76 A07                                124 10 36.8
 AS0347:UTM  16      -  46 76 A07                                122 55 31.7
 AS0347
 AS0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5168814737(NAD 83)
 AS0347
 AS0347|---------------------------------------------------------------------|
 AS0347| PID    Reference Object                     Distance      Geod. Az  |
 AS0347|                                                           dddmmss.s |
 AS0347| AS0329 46 76 A08 RM 1                       19.210 METERS 09719     |
 AS0347| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 2.0 KM 1183724.9 |
 AS0347| AS0346 46 76 A07                           APPROX. 1.1 KM 1234237.8 |
 AS0347| AS0348 46 76 A09                           478.717 METERS 2254848.0 |
 AS0347| AS0339 46 76 A08 RM 2                       16.706 METERS 33304     |
 AS0347|---------------------------------------------------------------------|
 AS0347
 AS0347                          SUPERSEDED SURVEY CONTROL
 AS0347
 AS0347  NAD 83(1986)-  29 57 14.72955(N)    085 25 41.04989(W) AD(       ) 2
 AS0347  NAD 27      -  29 57 13.98734(N)    085 25 41.33300(W) AD(       ) 2
 AS0347  NGVD 29 (07/19/86)    3.97   (m)           13.0    (f) LEVELING    3  
 AS0347
 AS0347.Superseded values are not recommended for survey control.
 AS0347
 AS0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0347.See file dsdata.pdf to determine how the superseded data were derived.
 AS0347
 AS0347_MARKER: DD = SURVEY DISK
 AS0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0347_STAMPING: 46 76 A08
 AS0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0347+STABILITY: SURFACE MOTION
 AS0347
 AS0347  HISTORY     - Date     Condition        Report By
 AS0347  HISTORY     - 1976     MONUMENTED       FLDT
 AS0347  HISTORY     - 1976     GOOD             FLDT
 AS0347  HISTORY     - 1988     GOOD             USPSQD
 AS0347  HISTORY     - 1990     GOOD             USPSQD
 AS0347  HISTORY     - 20050201 MARK NOT FOUND   WILMIL
 AS0347
 AS0347                          STATION DESCRIPTION
 AS0347
 AS0347'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0347'STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF CALLAWAY, 1-1/2
 AS0347'MILES NORTHWEST OF BEACON HILL CITY LIMITS, AND AT THE
 AS0347'NORTHWEST EDGE OF MEXICO BEACH.
 AS0347'
 AS0347'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0347'NORTHWEST ON U.S. ROUTE 98 FOR 0.7 MILE TO THE INTERSECTION OF
 AS0347'U.S. ROUTE 98 AND 43RD STREET.  CONTINUE NORTHWEST ON U.S. ROUTE
 AS0347'98 FOR 0.05 MILE TO STATION ON RIGHT, NORTHEAST SHOULDER OF
 AS0347'HIGHWAY.
 AS0347'
 AS0347'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0347'RESOURCES BRASS DISK, STAMPED 46 76 A08, SET IN THE TOP OF A
 AS0347'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT
 AS0347'IS 22.0 FEET SOUTHWEST OF A METAL WITNESS POST, 22.6 FEET
 AS0347'NORTHEAST OF CENTER OF U.S. ROUTE 98, 29.5 FEET SOUTHWEST OF A
 AS0347'FENCELINE AND 100.5 FEET SOUTHEAST OF AND ACROSS U.S. ROUTE 98
 AS0347'FROM A REDUCE SPEED AHEAD SIGN.
 AS0347'
 AS0347'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0347'TRANSPORTATION BRASS DISK STAMPED 46 76 A08 RM NO1, SET IN THE
 AS0347'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 AS0347'THE GROUND.  IT IS 1.1 FEET SOUTHWEST OF A METAL WITNESS POST.
 AS0347'1.6 FEET SOUTHWEST OF A FENCELINE AND 50.3 FEET NORTHEAST OF
 AS0347'CENTER OF U.S. ROUTE 98.
 AS0347'
 AS0347'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0347'TRANSPORTATION BRASS DISK STAMPED 46 76 A08 RM NO2, SET IN THE
 AS0347'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 1 INCH BELOW
 AS0347'THE GROUND.  IT IS 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, 2.2
 AS0347'FEET SOUTHWEST OF A FENCELINE, 49.7 FEET NORTHEAST OF CENTER OF
 AS0347'U.S. ROUTE 98 AND 84.0 FEET EAST-NORTHEAST OF AND ACROSS
 AS0347'U.S. ROUTE 98 FROM A REDUCE SPEED AHEAD SIGN.
 AS0347
 AS0347                          STATION RECOVERY (1976)
 AS0347
 AS0347'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0347'IN MEXICO BEACH.
 AS0347'FROM THE U.S. POST OFFICE, IN MEXICO BEACH. GO NORTHWEST ON U.S ROUTE
 AS0347'98 FOR ABOUT 0.7 MILE TO A POINT JUST NORTHWEST OF THE INTERSECTION OF
 AS0347'43RD STREET AND STATION.  WHICH IS SET IN THE TOP OF A ROUND CONRETE
 AS0347'MONUMENT 2 INCHES BELOW GROUND.  IT IS 100.5 FEET SOUTHEAST AND ACROSS
 AS0347'HIGHWAY FROM A REDUCE SPEED AHEAD HIGHWAY SIGN, 29.5 FEET SOUTHWEST OF
 AS0347'A FENCE LINE, 22.6 FEET NORTHEAST OF CENTER OF U.S ROUTE 98 AND 22.0
 AS0347'FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 15, T6S, R12W.
 AS0347
 AS0347                          STATION RECOVERY (1988)
 AS0347
 AS0347'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 AS0347'RECOVERED IN GOOD CONDITION.
 AS0347
 AS0347                          STATION RECOVERY (1990)
 AS0347
 AS0347'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0347'RECOVERED IN GOOD CONDITION.
 AS0347
 AS0347                          STATION RECOVERY (2005)
 AS0347
 AS0347'RECOVERY NOTE BY WILSONMILLER 2005 (MCL)
 AS0347'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0329 ***********************************************************************
 AS0329  DESIGNATION -  46 76 A08 RM 1
 AS0329  PID         -  AS0329
 AS0329  STATE/COUNTY-  FL/BAY
 AS0329  COUNTRY     -  US
 AS0329  USGS QUAD   -  BEACON HILL (2018)
 AS0329
 AS0329                         *CURRENT SURVEY CONTROL
 AS0329  ______________________________________________________________________
 AS0329* NAD 83(1986) POSITION- 29 57 14.64   (N) 085 25 40.32   (W)   HD_HELD1
 AS0329* NAVD 88 ORTHO HEIGHT -     2.568 (meters)        8.43  (feet) ADJUSTED
 AS0329  ______________________________________________________________________
 AS0329  GEOID HEIGHT    -        -27.484 (meters)                     GEOID18
 AS0329  DYNAMIC HEIGHT  -          2.565 (meters)        8.42  (feet) COMP
 AS0329  MODELED GRAVITY -    979,311.0   (mgal)                       NAVD 88
 AS0329
 AS0329  VERT ORDER      -  SECOND    CLASS II
 AS0329
 AS0329.The horizontal coordinates were determined by differentially corrected
 AS0329.hand held GPS observations or other comparable positioning techniques
 AS0329.and have an estimated accuracy of +/- 3 meters.
 AS0329
 AS0329.The orthometric height was determined by differential leveling and
 AS0329.adjusted by the NATIONAL GEODETIC SURVEY
 AS0329.in June 1991.
 AS0329
 AS0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0329.GEOID18 height accuracy estimate available here.
 AS0329
 AS0329.Click photographs - Photos may exist for this station.
 AS0329
 AS0329.The dynamic height is computed by dividing the NAVD 88
 AS0329.geopotential number by the normal gravity value computed on the
 AS0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0329.degrees latitude (g = 980.6199 gals.).
 AS0329
 AS0329.The modeled gravity was interpolated from observed gravity values.
 AS0329
 AS0329;                    North         East    Units  Estimated Accuracy
 AS0329;SPC FL N     -   106,120.1     510,437.4     MT  (+/- 3 meters HH1 GPS) 
 AS0329
 AS0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5170814734(NAD 83)
 AS0329
 AS0329                          SUPERSEDED SURVEY CONTROL
 AS0329
 AS0329.No superseded survey control is available for this station.
 AS0329
 AS0329_MARKER: DD = SURVEY DISK
 AS0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0329_STAMPING: 46 76 A08 RM NO 1
 AS0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0329+STABILITY: SURFACE MOTION
 AS0329
 AS0329  HISTORY     - Date     Condition        Report By
 AS0329  HISTORY     - 1976     MONUMENTED       FLDT
 AS0329  HISTORY     - 1976     GOOD             FLDT
 AS0329  HISTORY     - 1988     GOOD             USPSQD
 AS0329  HISTORY     - 1990     GOOD             USPSQD
 AS0329
 AS0329                          STATION DESCRIPTION
 AS0329
 AS0329'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0329'IN MEXICO BEACH.
 AS0329'FROM THE U.S. POST OFFICE, IN MEXICO BEACH. GO NORTHWEST ON U.S. ROUTE
 AS0329'98 FOR ABOUT 0.7 MILE TO A POINT JUST NORTHWEST OF THE INTERSECTION OF
 AS0329'43RD STREET AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X
 AS0329'4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND. IT IS 50.3 FEET
 AS0329'NORTHEAST OF CENTER OF U.S. ROUTE 98, 1.6 FEET SOUTHWEST OF A FENCE
 AS0329'LINE AND 1.1 FEET SOUTHWEST OF A METAL WITNESS POST. SECTION 15, T6S,
 AS0329'R12W.
 AS0329
 AS0329                          STATION RECOVERY (1988)
 AS0329
 AS0329'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 AS0329'RECOVERED IN GOOD CONDITION.
 AS0329
 AS0329                          STATION RECOVERY (1990)
 AS0329
 AS0329'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0329'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0339 ***********************************************************************
 AS0339  DESIGNATION -  46 76 A08 RM 2
 AS0339  PID         -  AS0339
 AS0339  STATE/COUNTY-  FL/BAY
 AS0339  COUNTRY     -  US
 AS0339  USGS QUAD   -  BEACON HILL (2018)
 AS0339
 AS0339                         *CURRENT SURVEY CONTROL
 AS0339  ______________________________________________________________________
 AS0339* NAD 83(1986) POSITION- 29 57 15.20   (N) 085 25 41.32   (W)   HD_HELD1
 AS0339* NAVD 88 ORTHO HEIGHT -     2.416 (meters)        7.93  (feet) ADJUSTED
 AS0339  ______________________________________________________________________
 AS0339  GEOID HEIGHT    -        -27.485 (meters)                     GEOID18
 AS0339  DYNAMIC HEIGHT  -          2.413 (meters)        7.92  (feet) COMP
 AS0339  MODELED GRAVITY -    979,311.0   (mgal)                       NAVD 88
 AS0339
 AS0339  VERT ORDER      -  SECOND    CLASS II
 AS0339
 AS0339.The horizontal coordinates were determined by differentially corrected
 AS0339.hand held GPS observations or other comparable positioning techniques
 AS0339.and have an estimated accuracy of +/- 3 meters.
 AS0339
 AS0339.The orthometric height was determined by differential leveling and
 AS0339.adjusted by the NATIONAL GEODETIC SURVEY
 AS0339.in June 1991.
 AS0339
 AS0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0339.GEOID18 height accuracy estimate available here.
 AS0339
 AS0339.Click photographs - Photos may exist for this station.
 AS0339
 AS0339.The dynamic height is computed by dividing the NAVD 88
 AS0339.geopotential number by the normal gravity value computed on the
 AS0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0339.degrees latitude (g = 980.6199 gals.).
 AS0339
 AS0339.The modeled gravity was interpolated from observed gravity values.
 AS0339
 AS0339;                    North         East    Units  Estimated Accuracy
 AS0339;SPC FL N     -   106,137.5     510,410.7     MT  (+/- 3 meters HH1 GPS) 
 AS0339
 AS0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5168014751(NAD 83)
 AS0339
 AS0339                          SUPERSEDED SURVEY CONTROL
 AS0339
 AS0339.No superseded survey control is available for this station.
 AS0339
 AS0339_MARKER: DD = SURVEY DISK
 AS0339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0339_STAMPING: 46 76 A08 RM NO 2
 AS0339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0339+STABILITY: SURFACE MOTION
 AS0339
 AS0339  HISTORY     - Date     Condition        Report By
 AS0339  HISTORY     - 1976     MONUMENTED       FLDT
 AS0339  HISTORY     - 1976     GOOD             FLDT
 AS0339  HISTORY     - 1988     GOOD             USPSQD
 AS0339  HISTORY     - 1990     GOOD             USPSQD
 AS0339
 AS0339                          STATION DESCRIPTION
 AS0339
 AS0339'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0339'IN MEXICO BEACH.
 AS0339'FROM THE U.S. POST OFFICE, IN MEXICO BEACH, GO  NORTHWEST ON U.S.
 AS0339'ROUTE 98 FOR ABOUT 0.7 MILE TO A POINT JUST NORTHWEST OF THE
 AS0339'INTERSECTION OF 43RD STREET AND REFERENCE MARK.  WHICH IS SET IN THE
 AS0339'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW GROUND.
 AS0339'IT IS 84.0 FEET EAST-NORTHEAST AND ACROSS THE HIGHWAY FROM A REDUCE
 AS0339'SPEED AHEAD HIGHWAY SIGN, 49.7 FEET NORTHEAST OF CENTER OF U.S. ROUTE
 AS0339'98, 2.2 FEET SOUTHWEST OF A FENCE LINE AND 1.7 FEET SOUTHWEST OF A
 AS0339'METAL WITNESS POST.  SECTION 15, T6S, R12W.
 AS0339
 AS0339                          STATION RECOVERY (1988)
 AS0339
 AS0339'RECOVERY NOTE BY US POWER SQUADRON 1988 (LRF)
 AS0339'RECOVERED IN GOOD CONDITION.
 AS0339
 AS0339                          STATION RECOVERY (1990)
 AS0339
 AS0339'RECOVERY NOTE BY US POWER SQUADRON 1990 (GWM)
 AS0339'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0348 ***********************************************************************
 AS0348  DESIGNATION -  46 76 A09
 AS0348  PID         -  AS0348
 AS0348  STATE/COUNTY-  FL/BAY
 AS0348  COUNTRY     -  US
 AS0348  USGS QUAD   -  BEACON HILL (2018)
 AS0348
 AS0348                         *CURRENT SURVEY CONTROL
 AS0348  ______________________________________________________________________
 AS0348* NAD 83(1990) POSITION- 29 57 03.88170(N) 085 25 53.83651(W)   ADJUSTED
 AS0348* NAVD 88 ORTHO HEIGHT -     2.965 (meters)        9.73  (feet) ADJUSTED
 AS0348  ______________________________________________________________________
 AS0348  GEOID HEIGHT    -        -27.479 (meters)                     GEOID18
 AS0348  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 AS0348  DYNAMIC HEIGHT  -          2.961 (meters)        9.71  (feet) COMP
 AS0348  MODELED GRAVITY -    979,310.8   (mgal)                       NAVD 88
 AS0348
 AS0348  HORZ ORDER      -  SECOND
 AS0348  VERT ORDER      -  SECOND    CLASS II
 AS0348
 AS0348.The horizontal coordinates were established by classical geodetic methods
 AS0348.and adjusted by the National Geodetic Survey in May 1991.
 AS0348
 AS0348.The orthometric height was determined by differential leveling and
 AS0348.adjusted by the NATIONAL GEODETIC SURVEY
 AS0348.in June 1991.
 AS0348
 AS0348.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0348.GEOID18 height accuracy estimate available here.
 AS0348
 AS0348.Click photographs - Photos may exist for this station.
 AS0348
 AS0348.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS0348
 AS0348.The dynamic height is computed by dividing the NAVD 88
 AS0348.geopotential number by the normal gravity value computed on the
 AS0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0348.degrees latitude (g = 980.6199 gals.).
 AS0348
 AS0348.The modeled gravity was interpolated from observed gravity values.
 AS0348
 AS0348. The following values were computed from the NAD 83(1990) position.
 AS0348
 AS0348;                    North         East     Units Scale Factor Converg.
 AS0348;SPC FL N     -   105,791.786   510,072.276   MT  0.99995551   -0 28 05.4
 AS0348;SPC FL N     -   347,085.22  1,673,462.13   sFT  0.99995551   -0 28 05.4
 AS0348;UTM  16      - 3,314,398.819   651,350.189   MT  0.99988262   +0 46 59.4
 AS0348
 AS0348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0348!SPC FL N     -   1.00000385  x   0.99995551  =   0.99995936
 AS0348!UTM  16      -   1.00000385  x   0.99988262  =   0.99988647
 AS0348
 AS0348:                Primary Azimuth Mark                     Grid Az
 AS0348:SPC FL N     -  46 76 A08                                046 16 47.0
 AS0348:UTM  16      -  46 76 A08                                045 01 42.2
 AS0348
 AS0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5135014398(NAD 83)
 AS0348
 AS0348|---------------------------------------------------------------------|
 AS0348| PID    Reference Object                     Distance      Geod. Az  |
 AS0348|                                                           dddmmss.s |
 AS0348| AS0347 46 76 A08                           478.717 METERS 0454841.6 |
 AS0348| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 2.2 KM 1062614.1 |
 AS0348| AS0330 46 76 A09 RM 1                       18.833 METERS 11156     |
 AS0348| CW1684 46 76 A09 RM 2                       29.825 METERS 16824     |
 AS0348|---------------------------------------------------------------------|
 AS0348
 AS0348                          SUPERSEDED SURVEY CONTROL
 AS0348
 AS0348  NAD 83(1986)-  29 57 03.89335(N)    085 25 53.85156(W) AD(       ) 2
 AS0348  NAD 27      -  29 57 03.15090(N)    085 25 54.13415(W) AD(       ) 2
 AS0348  NGVD 29 (07/19/86)    3.11   (m)           10.2    (f) LEVELING    3  
 AS0348
 AS0348.Superseded values are not recommended for survey control.
 AS0348
 AS0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0348.See file dsdata.pdf to determine how the superseded data were derived.
 AS0348
 AS0348_MARKER: DD = SURVEY DISK
 AS0348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0348_STAMPING: 46 76 A09
 AS0348_MARK LOGO: FLDT
 AS0348_PROJECTION: RECESSED 5 CENTIMETERS
 AS0348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0348+STABILITY: SURFACE MOTION
 AS0348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0348+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2010
 AS0348
 AS0348  HISTORY     - Date     Condition        Report By
 AS0348  HISTORY     - 1975     MONUMENTED       FLDT
 AS0348  HISTORY     - 1976     GOOD             FLDT
 AS0348  HISTORY     - 1988     GOOD             USPSQD
 AS0348  HISTORY     - 20100421 GOOD             SESMC
 AS0348
 AS0348                          STATION DESCRIPTION
 AS0348
 AS0348'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AS0348'1.05 MI NW FROM MEXICO BEACH.
 AS0348'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO NORTHWEST ON U.S.
 AS0348'ROUTE 98 FOR ABOUT 0.65 MILE TO THE INTERSECTION OF 43RD STREET, THEN
 AS0348'GO SOUTHERLY ON 43RD STREET FOR ABOUT 0.35 MILE TO THE END OF THE
 AS0348'STREET, THEN GO NORTHWEST ALONG THE BEACH FOR ABOUT 0.05 MILE AND
 AS0348'STATION, ON TOP OF SMALL SAND DUNE. WHICH IS SET IN THE TOP OF A ROUND
 AS0348'CONCRETE MONUMENT 6 INCHES BELOW GROUND.  IT IS 374.0 FEET
 AS0348'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A GREEN BRICK HOUSE, 350.0
 AS0348'FEET WEST OF THE WEST EDGE OF THE CANAL THAT PARALLELS 43RD STREET,
 AS0348'286.0 FEET WEST OF A POWER POLE AND 2.8 FEET SOUTH OF A METAL WITNESS
 AS0348'POST.  SECTION 22 T6S, R12W.
 AS0348
 AS0348                          STATION RECOVERY (1976)
 AS0348
 AS0348'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0348'STATION IS LOCATED ABOUT 3 MILES NORTHWEST OF BEACON HILL DELIMITED
 AS0348'AREA LIMITS AND ABOUT 1 MILE NORTHWEST OF MEXICO BEACH AND ABOUT
 AS0348'15 MILES SOUTHEAST OF CALLAWAY, ON THE GULF OF MEXICO BEACH.
 AS0348'
 AS0348'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0348'NORTHWEST ON U.S. ROUTE 98 FOR 0.6 MILE TO 43RD STREET.  TURN LEFT
 AS0348'AND GO SOUTHWEST ON 43RD STREET FOR 0.35 MILE TO END OF
 AS0348'STREET.  THEN PROCEED ON FOOT IN A SOUTHWESTERLY DIRECTION FOR
 AS0348'APPROXIMATELY 300 FEET TO TOP OF SMALL SAND DUNE AND STATION.
 AS0348'
 AS0348'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0348'RESOURCES BRASS DISK, STAMPED 46 76 A09, SET IN THE TOP OF A
 AS0348'ROUND CONCRETE MONUMENT 6 INCHES BELOW THE GROUND.  IT IS 2.8
 AS0348'FEET SOUTH OF A METAL WITNESS POST, 286.0 FEET WEST OF A POWER
 AS0348'POLE, 350 FEET WEST OF WEST EDGE OF CANAL AND 374 FEET
 AS0348'SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF A GREEN BRICK HOUSE.
 AS0348'
 AS0348'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0348'TRANSPORTATION BRASS DISK, STAMPED 46 76 A09 RM NO1, SET IN THE
 AS0348'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 AS0348'GROUND.  IT IS 0.8 FOOT SOUTH OF A METAL WITNESS POST, 225 FEET
 AS0348'WEST OF A POWER POLE, 349 FEET SOUTH-SOUTHWEST OF SOUTHWEST
 AS0348'CORNER OF A GREEN BRICK HOUSE AND 289 FEET WEST OF WEST EDGE
 AS0348'OF CANAL.
 AS0348'
 AS0348'REFERENCE MARK NUMBER 2 IS A STANDARD U.S. ENGINEERS BRASS
 AS0348'DISK, STAMPED STA.  3+00 WATERWAYS, SET IN THE TOP OF A 4 INCH
 AS0348'PVC PIPE FILLED WITH CEMENT THAT IS 13 INCHES ABOVE THE
 AS0348'GROUND.  IT IS 1.0 FOOT EAST OF A METAL WITNESS POST, 175 FEET
 AS0348'NORTH OF APPROXIMATELY HIGH TIDE EDGE AND 260 FEET WEST OF A
 AS0348'POWER POLE.
 AS0348
 AS0348                          STATION RECOVERY (1988)
 AS0348
 AS0348'RECOVERY NOTE BY US POWER SQUADRON 1988 (BWL)
 AS0348'RECOVERED IN GOOD CONDITION.
 AS0348
 AS0348                          STATION RECOVERY (2010)
 AS0348
 AS0348'RECOVERY NOTE BY SOUTHEASTERN SURVEY AND MAPPIN 2010 (SFS)
 AS0348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0330 ***********************************************************************
 AS0330  DESIGNATION -  46 76 A09 RM 1
 AS0330  PID         -  AS0330
 AS0330  STATE/COUNTY-  FL/BAY
 AS0330  COUNTRY     -  US
 AS0330  USGS QUAD   -  BEACON HILL (2018)
 AS0330
 AS0330                         *CURRENT SURVEY CONTROL
 AS0330  ______________________________________________________________________
 AS0330* NAD 83(1986) POSITION- 29 57 03.65   (N) 085 25 53.19   (W)   HD_HELD1
 AS0330* NAVD 88 ORTHO HEIGHT -     2.880 (meters)        9.45  (feet) ADJUSTED
 AS0330  ______________________________________________________________________
 AS0330  GEOID HEIGHT    -        -27.479 (meters)                     GEOID18
 AS0330  DYNAMIC HEIGHT  -          2.876 (meters)        9.44  (feet) COMP
 AS0330  MODELED GRAVITY -    979,310.8   (mgal)                       NAVD 88
 AS0330
 AS0330  VERT ORDER      -  SECOND    CLASS II
 AS0330
 AS0330.The horizontal coordinates were determined by differentially corrected
 AS0330.hand held GPS observations or other comparable positioning techniques
 AS0330.and have an estimated accuracy of +/- 3 meters.
 AS0330
 AS0330.The orthometric height was determined by differential leveling and
 AS0330.adjusted by the NATIONAL GEODETIC SURVEY
 AS0330.in June 1991.
 AS0330
 AS0330.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0330.GEOID18 height accuracy estimate available here.
 AS0330
 AS0330.Click photographs - Photos may exist for this station.
 AS0330
 AS0330.The dynamic height is computed by dividing the NAVD 88
 AS0330.geopotential number by the normal gravity value computed on the
 AS0330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0330.degrees latitude (g = 980.6199 gals.).
 AS0330
 AS0330.The modeled gravity was interpolated from observed gravity values.
 AS0330
 AS0330;                    North         East    Units  Estimated Accuracy
 AS0330;SPC FL N     -   105,784.5     510,089.6     MT  (+/- 3 meters HH1 GPS) 
 AS0330
 AS0330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5136714391(NAD 83)
 AS0330
 AS0330                          SUPERSEDED SURVEY CONTROL
 AS0330
 AS0330.No superseded survey control is available for this station.
 AS0330
 AS0330_MARKER: DD = SURVEY DISK
 AS0330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0330_STAMPING: 46 76 A09 RM NO 1
 AS0330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0330+STABILITY: SURFACE MOTION
 AS0330
 AS0330  HISTORY     - Date     Condition        Report By
 AS0330  HISTORY     - 1976     MONUMENTED       FLDT
 AS0330  HISTORY     - 1976     GOOD             FLDT
 AS0330  HISTORY     - 1988     GOOD             USPSQD
 AS0330
 AS0330                          STATION DESCRIPTION
 AS0330
 AS0330'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0330'1.05 MI NW FROM MEXICO BEACH.
 AS0330'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO NORTHWEST ON U.S.
 AS0330'ROUTE 98 FOR ABOUT 0.65 MILE TO THE INTERSECTION OF 43RD STREET, THEN
 AS0330'GO SOUTHERLY ON 43RD STREET FOR ABOUT 0.35 MILE TO THE END OF THE
 AS0330'STREET, THEN GO NORTHWEST ALONG THE BEACH FOR ABOUT 0.05 MILE AND
 AS0330'REFERENCE MARK, ON TOP OF SMALL SAND DUNE.  WHICH IS SET IN THE TOP OF
 AS0330'A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND. IT
 AS0330'IS 349.0 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A GREEN BRICK
 AS0330'HOUSE, 289.0 FEET WEST OF THE WEST EDGE OF THE CANAL THAT PARALLELS
 AS0330'43RD STREET, 225.0 FEET WEST OF A POWER POLE AND 0.8 FOOT SOUTH OF A
 AS0330'METAL WITNESS POST.  SECTION 22, T6S, R12W.
 AS0330
 AS0330                          STATION RECOVERY (1988)
 AS0330
 AS0330'RECOVERY NOTE BY US POWER SQUADRON 1988 (BWL)
 AS0330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0349 ***********************************************************************
 AS0349  DESIGNATION -  46 76 A10
 AS0349  PID         -  AS0349
 AS0349  STATE/COUNTY-  FL/BAY
 AS0349  COUNTRY     -  US
 AS0349  USGS QUAD   -  BEACON HILL (2018)
 AS0349
 AS0349                         *CURRENT SURVEY CONTROL
 AS0349  ______________________________________________________________________
 AS0349* NAD 83(1990) POSITION- 29 57 11.54770(N) 085 26 23.93773(W)   ADJUSTED
 AS0349* NAVD 88 ORTHO HEIGHT -     3.100 (meters)       10.17  (feet) ADJUSTED
 AS0349  ______________________________________________________________________
 AS0349  GEOID HEIGHT    -        -27.482 (meters)                     GEOID18
 AS0349  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 AS0349  DYNAMIC HEIGHT  -          3.096 (meters)       10.16  (feet) COMP
 AS0349  MODELED GRAVITY -    979,311.0   (mgal)                       NAVD 88
 AS0349
 AS0349  HORZ ORDER      -  SECOND
 AS0349  VERT ORDER      -  SECOND    CLASS II
 AS0349
 AS0349.The horizontal coordinates were established by classical geodetic methods
 AS0349.and adjusted by the National Geodetic Survey in May 1991.
 AS0349
 AS0349.The orthometric height was determined by differential leveling and
 AS0349.adjusted by the NATIONAL GEODETIC SURVEY
 AS0349.in June 1991.
 AS0349
 AS0349.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0349.GEOID18 height accuracy estimate available here.
 AS0349
 AS0349.Click photographs - Photos may exist for this station.
 AS0349
 AS0349.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS0349
 AS0349.The dynamic height is computed by dividing the NAVD 88
 AS0349.geopotential number by the normal gravity value computed on the
 AS0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0349.degrees latitude (g = 980.6199 gals.).
 AS0349
 AS0349.The modeled gravity was interpolated from observed gravity values.
 AS0349
 AS0349. The following values were computed from the NAD 83(1990) position.
 AS0349
 AS0349;                    North         East     Units Scale Factor Converg.
 AS0349;SPC FL N     -   106,034.444   509,267.124   MT  0.99995537   -0 28 20.5
 AS0349;SPC FL N     -   347,881.34  1,670,820.56   sFT  0.99995537   -0 28 20.5
 AS0349;UTM  16      - 3,314,623.819   650,539.991   MT  0.99987961   +0 46 44.6
 AS0349
 AS0349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0349!SPC FL N     -   1.00000383  x   0.99995537  =   0.99995920
 AS0349!UTM  16      -   1.00000383  x   0.99987961  =   0.99988344
 AS0349
 AS0349:                Primary Azimuth Mark                     Grid Az
 AS0349:SPC FL N     -  46 76 A09                                106 46 18.8
 AS0349:UTM  16      -  46 76 A09                                105 31 13.7
 AS0349
 AS0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5053914623(NAD 83)
 AS0349
 AS0349|---------------------------------------------------------------------|
 AS0349| PID    Reference Object                     Distance      Geod. Az  |
 AS0349|                                                           dddmmss.s |
 AS0349| AS0331 46 76 A10 RM 1                       19.290 METERS 06946     |
 AS0349| AS0348 46 76 A09                           APPROX. 0.8 KM 1061758.3 |
 AS0349| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 3.0 KM 1062344.6 |
 AS0349| AS0340 46 76 A10 RM 2                       21.135 METERS 33556     |
 AS0349|---------------------------------------------------------------------|
 AS0349
 AS0349                          SUPERSEDED SURVEY CONTROL
 AS0349
 AS0349  NAD 83(1986)-  29 57 11.55940(N)    085 26 23.95275(W) AD(       ) 2
 AS0349  NAD 27      -  29 57 10.81746(N)    085 26 24.23465(W) AD(       ) 2
 AS0349  NGVD 29 (07/19/86)    3.24   (m)           10.6    (f) LEVELING    3  
 AS0349
 AS0349.Superseded values are not recommended for survey control.
 AS0349
 AS0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0349.See file dsdata.pdf to determine how the superseded data were derived.
 AS0349
 AS0349_MARKER: DD = SURVEY DISK
 AS0349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0349_STAMPING: 46 76 A10
 AS0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0349+STABILITY: SURFACE MOTION
 AS0349
 AS0349  HISTORY     - Date     Condition        Report By
 AS0349  HISTORY     - 1976     MONUMENTED       FLDT
 AS0349  HISTORY     - 1976     GOOD             FLDT
 AS0349
 AS0349                          STATION DESCRIPTION
 AS0349
 AS0349'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0349'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF MEXICO BEACH
 AS0349'AND ABOUT 15-1/2 MILES SOUTHEAST OF CALLAWAY ON THE GULF OF
 AS0349'MEXICO BEACH.
 AS0349'
 AS0349'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0349'NORTHWEST ON U.S. ROUTE 98 FOR 0.6 MILE TO 43RD STREET.  TURN
 AS0349'LEFT ON 43RD STREET AND GO SOUTHWESTERLY FOR 0.35 MILE TO END OF
 AS0349'ROAD.  FROM THIS POINT ON A 4 WHEEL DRIVE VEHICLE IS NEEDED TO
 AS0349'CONTINUE OR WALK IN A NORTHWESTERLY DIRECTION ALONG BEACH FOR
 AS0349'0.5 MILE AND STATION.
 AS0349'
 AS0349'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 AS0349'BRASS DISK, STAMPED 46 76 A10, SET IN THE TOP OF A 4 INCH X 4
 AS0349'INCH CONCRETE MONUMENT 1 INCH ABOVE THE GROUND.  IT IS 1.8 FEET
 AS0349'SOUTH-SOUTHWEST OF A METAL WITNESS POST, 109 FEET SOUTH OF A 14
 AS0349'INCH PINE TREE, 140 FEET SOUTH-SOUTHWEST OF BOTTOM OF LARGE SAND
 AS0349'DUNE AND 223 FEET NORTH OF APPROXIMATELY HIGH TIDE LINE.
 AS0349'
 AS0349'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0349'TRANSPORTATION BRASS DISK, STAMPED 46 76 A10 RM NO1, SET IN THE
 AS0349'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH ABOVE THE
 AS0349'GROUND.  IT IS 0.5 FOOT SOUTH-SOUTHWEST OF A METAL WITNESS POST,
 AS0349'90 FEET SOUTH-SOUTHWEST OF BOTTOM OF LARGE SAND DUNE AND 100
 AS0349'FEET SOUTHEAST OF A 14 INCH PINE TREE.
 AS0349'
 AS0349'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0349'TRANSPORTATION BRASS DISK, STAMPED 46 76 A10 RM NO2, SET IN THE
 AS0349'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE
 AS0349'GROUND.  IT IS 0.5 FOOT SOUTH-SOUTHWEST OF A METAL WITNESS POST,
 AS0349'61.0 FEET SOUTHWEST OF A 14 INCH PINE TREE AND 90 FEET
 AS0349'SOUTH-SOUTHWEST OF BOTTOM OF LARGE SAND DUNE.
 AS0349
 AS0349                          STATION RECOVERY (1976)
 AS0349
 AS0349'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0349'1.6 MI NW FROM MEXICO BEACH.
 AS0349'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO NORTHWEST ON U.S.
 AS0349'ROUTE 98 FOR ABOUT 0.65 MILE TO THE INTERSECTION OF 43RD STREET, THEN
 AS0349'GO SOUTHERLY ON 43RD STREET FOR ABOUT 0.35 MILE TO THE END OF THE
 AS0349'STREET, THEN GO NORTHWEST ALONG THE BEACH FOR ABOUT 0.6 MILE AND
 AS0349'STATION.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE
 AS0349'MONUMENT 1 INCH ABOVE GROUND.  IT IS 223.0 FEET NORTH OF THE
 AS0349'APPROXIMATE HIGH TIDE MARK, 140.0 FEET SOUTH-SOUTHWEST OF THE BOTTOM
 AS0349'OF A LARGE SAND DUNE, 109.0 FEET SOUTH OF A 14 INCH PINE TREE AND 1.8
 AS0349'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 21, T 6S, R
 AS0349'12W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0331 ***********************************************************************
 AS0331  DESIGNATION -  46 76 A10 RM 1
 AS0331  PID         -  AS0331
 AS0331  STATE/COUNTY-  FL/BAY
 AS0331  COUNTRY     -  US
 AS0331  USGS QUAD   -  BEACON HILL (2018)
 AS0331
 AS0331                         *CURRENT SURVEY CONTROL
 AS0331  ______________________________________________________________________
 AS0331* NAD 83(1986) POSITION- 29 57 11.76   (N) 085 26 23.26   (W)   HD_HELD1
 AS0331* NAVD 88 ORTHO HEIGHT -     2.967 (meters)        9.73  (feet) ADJUSTED
 AS0331  ______________________________________________________________________
 AS0331  GEOID HEIGHT    -        -27.483 (meters)                     GEOID18
 AS0331  DYNAMIC HEIGHT  -          2.963 (meters)        9.72  (feet) COMP
 AS0331  MODELED GRAVITY -    979,311.0   (mgal)                       NAVD 88
 AS0331
 AS0331  VERT ORDER      -  SECOND    CLASS II
 AS0331
 AS0331.The horizontal coordinates were determined by differentially corrected
 AS0331.hand held GPS observations or other comparable positioning techniques
 AS0331.and have an estimated accuracy of +/- 3 meters.
 AS0331
 AS0331.The orthometric height was determined by differential leveling and
 AS0331.adjusted by the NATIONAL GEODETIC SURVEY
 AS0331.in June 1991.
 AS0331
 AS0331.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0331.GEOID18 height accuracy estimate available here.
 AS0331
 AS0331.Click photographs - Photos may exist for this station.
 AS0331
 AS0331.The dynamic height is computed by dividing the NAVD 88
 AS0331.geopotential number by the normal gravity value computed on the
 AS0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0331.degrees latitude (g = 980.6199 gals.).
 AS0331
 AS0331.The modeled gravity was interpolated from observed gravity values.
 AS0331
 AS0331;                    North         East    Units  Estimated Accuracy
 AS0331;SPC FL N     -   106,040.8     509,285.3     MT  (+/- 3 meters HH1 GPS) 
 AS0331
 AS0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5055814630(NAD 83)
 AS0331
 AS0331                          SUPERSEDED SURVEY CONTROL
 AS0331
 AS0331.No superseded survey control is available for this station.
 AS0331
 AS0331_MARKER: DD = SURVEY DISK
 AS0331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0331_STAMPING: 46 76 A10 RM NO 1
 AS0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0331+STABILITY: SURFACE MOTION
 AS0331
 AS0331  HISTORY     - Date     Condition        Report By
 AS0331  HISTORY     - 1976     MONUMENTED       FLDT
 AS0331  HISTORY     - 1976     GOOD             FLDT
 AS0331
 AS0331                          STATION DESCRIPTION
 AS0331
 AS0331'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0331'1.6 MI NW FROM MEXICO BEACH.
 AS0331'FROM THE U.S.POST OFFICE, IN MEXICO BEACH.  GO NORTHWEST ON U.S. ROUTE
 AS0331'98 FOR ABOUT 0.65 MILE TO THE INTERSECTION OF 43RD STREET, THEN GO
 AS0331'SOUTHERLY ON 43RD STREET FOR ABOUT 0.35 MILE TO THE END OF THE STREET,
 AS0331'THEN GO NORTHWEST ALONG THE BEACH FOR ABOUT 0.6 MILE AND REFERENCE
 AS0331'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE
 AS0331'MONUMENT 1 INCH ABOVE GROUND.  IT IS 100.0 FEET SOUTHEAST OF A 14 INCH
 AS0331'PINE TREE, 90.0 FEET SOUTH-SOUTHWEST OF THE BOTTOM OF A LARGE SAND
 AS0331'DUNE AND 0.5 FOOT SOUTH-SOUTHWEST OF A METAL WITNESS POST. SECTION 21,
 AS0331'T6S, R12W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0340 ***********************************************************************
 AS0340  DESIGNATION -  46 76 A10 RM 2
 AS0340  PID         -  AS0340
 AS0340  STATE/COUNTY-  FL/BAY
 AS0340  COUNTRY     -  US
 AS0340  USGS QUAD   -  BEACON HILL (2018)
 AS0340
 AS0340                         *CURRENT SURVEY CONTROL
 AS0340  ______________________________________________________________________
 AS0340* NAD 83(1986) POSITION- 29 57 12.17   (N) 085 26 24.26   (W)   HD_HELD1
 AS0340* NAVD 88 ORTHO HEIGHT -     2.706 (meters)        8.88  (feet) ADJUSTED
 AS0340  ______________________________________________________________________
 AS0340  GEOID HEIGHT    -        -27.483 (meters)                     GEOID18
 AS0340  DYNAMIC HEIGHT  -          2.702 (meters)        8.86  (feet) COMP
 AS0340  MODELED GRAVITY -    979,311.0   (mgal)                       NAVD 88
 AS0340
 AS0340  VERT ORDER      -  SECOND    CLASS II
 AS0340
 AS0340.The horizontal coordinates were determined by differentially corrected
 AS0340.hand held GPS observations or other comparable positioning techniques
 AS0340.and have an estimated accuracy of +/- 3 meters.
 AS0340
 AS0340.The orthometric height was determined by differential leveling and
 AS0340.adjusted by the NATIONAL GEODETIC SURVEY
 AS0340.in June 1991.
 AS0340
 AS0340.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0340.GEOID18 height accuracy estimate available here.
 AS0340
 AS0340.Click photographs - Photos may exist for this station.
 AS0340
 AS0340.The dynamic height is computed by dividing the NAVD 88
 AS0340.geopotential number by the normal gravity value computed on the
 AS0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0340.degrees latitude (g = 980.6199 gals.).
 AS0340
 AS0340.The modeled gravity was interpolated from observed gravity values.
 AS0340
 AS0340;                    North         East    Units  Estimated Accuracy
 AS0340;SPC FL N     -   106,053.7     509,258.6     MT  (+/- 3 meters HH1 GPS) 
 AS0340
 AS0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5053114642(NAD 83)
 AS0340
 AS0340                          SUPERSEDED SURVEY CONTROL
 AS0340
 AS0340.No superseded survey control is available for this station.
 AS0340
 AS0340_MARKER: DD = SURVEY DISK
 AS0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0340_STAMPING: 46 76 A10 RM NO 2
 AS0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0340+STABILITY: SURFACE MOTION
 AS0340
 AS0340  HISTORY     - Date     Condition        Report By
 AS0340  HISTORY     - 1976     MONUMENTED       FLDT
 AS0340  HISTORY     - 1976     GOOD             FLDT
 AS0340
 AS0340                          STATION DESCRIPTION
 AS0340
 AS0340'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0340'1.6 MI NW FROM MEXICO BEACH.
 AS0340'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO NORTHWEST ON U.S.
 AS0340'ROUTE 98 FOR ABOUT 0.65 MILE TO THE INTERSECTION OF 43RD STREET, THEN
 AS0340'GO SOUTHERLY ON 43RD STREET FOR ABOUT 0.35 MILE TO THE END OF THE
 AS0340'STREET, THEN GO NORTHWEST ALONG THE BEACH FOR ABOUT 0.6 MILE AND
 AS0340'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 AS0340'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 90.0 FEET
 AS0340'SOUTH-SOUTHWEST OF THE BOTTOM OF A LARGE SAND DUNE, 61.0 FEET
 AS0340'SOUTHWEST OF A 14 INCH PINE TREE AND 0.5 FOOT SOUTH-SOUTHWEST OF A
 AS0340'METAL WITNESS POST.  SECTION 21, T 6S, R 12W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0350 ***********************************************************************
 AS0350  DESIGNATION -  46 76 A11
 AS0350  PID         -  AS0350
 AS0350  STATE/COUNTY-  FL/BAY
 AS0350  COUNTRY     -  US
 AS0350  USGS QUAD   -  BEACON HILL (2018)
 AS0350
 AS0350                         *CURRENT SURVEY CONTROL
 AS0350  ______________________________________________________________________
 AS0350* NAD 83(1990) POSITION- 29 57 23.73460(N) 085 26 52.11535(W)   ADJUSTED
 AS0350* NAVD 88 ORTHO HEIGHT -     5.002 (meters)       16.41  (feet) ADJUSTED
 AS0350  ______________________________________________________________________
 AS0350  GEOID HEIGHT    -        -27.488 (meters)                     GEOID18
 AS0350  LAPLACE CORR    -         -0.07  (seconds)                    DEFLEC18
 AS0350  DYNAMIC HEIGHT  -          4.996 (meters)       16.39  (feet) COMP
 AS0350  MODELED GRAVITY -    979,311.1   (mgal)                       NAVD 88
 AS0350
 AS0350  HORZ ORDER      -  SECOND
 AS0350  VERT ORDER      -  SECOND    CLASS II
 AS0350
 AS0350.The horizontal coordinates were established by classical geodetic methods
 AS0350.and adjusted by the National Geodetic Survey in May 1991.
 AS0350
 AS0350.The orthometric height was determined by differential leveling and
 AS0350.adjusted by the NATIONAL GEODETIC SURVEY
 AS0350.in June 1991.
 AS0350
 AS0350.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0350.GEOID18 height accuracy estimate available here.
 AS0350
 AS0350.Click photographs - Photos may exist for this station.
 AS0350
 AS0350.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS0350
 AS0350.The dynamic height is computed by dividing the NAVD 88
 AS0350.geopotential number by the normal gravity value computed on the
 AS0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0350.degrees latitude (g = 980.6199 gals.).
 AS0350
 AS0350.The modeled gravity was interpolated from observed gravity values.
 AS0350
 AS0350. The following values were computed from the NAD 83(1990) position.
 AS0350
 AS0350;                    North         East     Units Scale Factor Converg.
 AS0350;SPC FL N     -   106,415.930   508,514.740   MT  0.99995515   -0 28 34.7
 AS0350;SPC FL N     -   349,132.93  1,668,352.11   sFT  0.99995515   -0 28 34.7
 AS0350;UTM  16      - 3,314,988.753   649,779.512   MT  0.99987679   +0 46 30.8
 AS0350
 AS0350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0350!SPC FL N     -   1.00000353  x   0.99995515  =   0.99995868
 AS0350!UTM  16      -   1.00000353  x   0.99987679  =   0.99988032
 AS0350
 AS0350:                Primary Azimuth Mark                     Grid Az
 AS0350:SPC FL N     -  46 76 A10                                116 53 11.9
 AS0350:UTM  16      -  46 76 A10                                115 38 06.4
 AS0350
 AS0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU4977914988(NAD 83)
 AS0350
 AS0350|---------------------------------------------------------------------|
 AS0350| PID    Reference Object                     Distance      Geod. Az  |
 AS0350|                                                           dddmmss.s |
 AS0350| AS0827 MEXICO BEACH MUNICIPAL TANK         APPROX. 3.8 KM 1083452.9 |
 AS0350| AS0349 46 76 A10                           APPROX. 0.8 KM 1162437.2 |
 AS0350| CW1685 46 76 A11 RM 2                       18.576 METERS 11639     |
 AS0350| AS0332 46 76 A11 RM 1                       16.615 METERS 35259     |
 AS0350|---------------------------------------------------------------------|
 AS0350
 AS0350                          SUPERSEDED SURVEY CONTROL
 AS0350
 AS0350  NAD 83(1986)-  29 57 23.74635(N)    085 26 52.13032(W) AD(       ) 2
 AS0350  NAD 27      -  29 57 23.00515(N)    085 26 52.41160(W) AD(       ) 2
 AS0350  NGVD 29 (07/19/86)    5.14   (m)           16.9    (f) LEVELING    3  
 AS0350
 AS0350.Superseded values are not recommended for survey control.
 AS0350
 AS0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0350.See file dsdata.pdf to determine how the superseded data were derived.
 AS0350
 AS0350_MARKER: DD = SURVEY DISK
 AS0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0350_STAMPING: 46 76 A11
 AS0350_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0350+STABILITY: SURFACE MOTION
 AS0350
 AS0350  HISTORY     - Date     Condition        Report By
 AS0350  HISTORY     - 1976     MONUMENTED       FLDT
 AS0350  HISTORY     - 1976     GOOD             FLDT
 AS0350  HISTORY     - 1980     GOOD             NOS
 AS0350
 AS0350                          STATION DESCRIPTION
 AS0350
 AS0350'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0350'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF CALLAWAY AND ABOUT
 AS0350'2 MILES NORTHWEST OF MEXICO BEACH ON THE GULF OF MEXICO BEACH.
 AS0350'
 AS0350'TO REACH STATION FROM THE POST OFFICE IN MEXICO BEACH.  GO
 AS0350'NORTHWEST ON U.S. ROUTE 98 FOR 0.6 MILE TO 43RD STREET.  TURN LEFT
 AS0350'ON 43RD STREET AND GO SOUTHWESTERLY FOR 0.35 MILE TO END OF
 AS0350'ROAD.  FROM THIS POINT ON A 4 WHEEL DRIVE VEHICLE IS NEEDED TO
 AS0350'CONTINUE OR WALK IN A NORTHWESTERLY DIRECTION ALONG BEACH FOR
 AS0350'1.0 MILE AND STATION.
 AS0350'
 AS0350'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 AS0350'RESOURCES BRASS DISK, STAMPED 46 76 A11, SET IN THE TOP OF A
 AS0350'ROUND CONCRETE MONUMENT 4 INCHES BELOW THE GROUND.  IT IS 3.0 FEET
 AS0350'SOUTH OF A METAL WITNESS POST, 50 FEET NORTHEAST OF A 5 INCH
 AS0350'WOODEN POST, 61.0 FEET SOUTH-SOUTHWEST OF CENTER OF A SAND TRAIL
 AS0350'ROAD AND 61.7 FEET WEST OF A PROPERTY CORNER MARK.
 AS0350'
 AS0350'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0350'TRANSPORTATION BRASS DISK, STAMPED 46 76 A11 RM NO1, SET IN THE
 AS0350'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH BELOW THE
 AS0350'GROUND.  IT IS 0.5 FOOT SOUTH OF A METAL WITNESS POST, 9.0 FEET
 AS0350'SOUTH OF CENTER OF A SAND TRAIL ROAD AND 84.6 FEET NORTH OF A 5
 AS0350'INCH WOODEN POST.
 AS0350'
 AS0350'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 AS0350'NATURAL RESOURCES BRASS DISK, STAMPED R-122 BAY 73, SET IN THE
 AS0350'TOP OF A 5 INCH X 5 INCH CONCRETE MONUMENT FLUSH WITH THE
 AS0350'GROUND.  IT IS 0.7 FOOT WEST OF A PROPERTY CORNER MONUMENT,
 AS0350'1.2 FEET SOUTH OF A METAL WITNESS POST, 24.7 FEET NORTH OF A 4
 AS0350'INCH WOODEN POST AND 63-1/2 FEET SOUTH OF CENTER OF A SAND TRAIL
 AS0350'ROAD.
 AS0350
 AS0350                          STATION RECOVERY (1976)
 AS0350
 AS0350'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0350'2.1 MI NW FROM MEXICO BEACH.
 AS0350'FROM THE U.S. POST OFFICE, IN MEXICO BEACH, GO NORTHWEST ON U.S. ROUTE
 AS0350'98 FOR ABOUT 0.65 MILE TO THE INTERSECTION OF 43RD STREET, THEN GO
 AS0350'SOUTHERLY ON 43RD STREET FOR ABOUT 0.35 MILE TO THE END OF THE STREET,
 AS0350'THEN GO NORTHWEST ALONG THE BEACH FOR ABOUT 1.1 MILES AND STATION.
 AS0350'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 4 INCHES BELOW
 AS0350'GROUND.  IT IS 61.7 FEET WEST OF A PROPERTY CORNER MONUMENT, 61.0 FEET
 AS0350'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTER OF A SAND TRAIL ROAD, 50.0
 AS0350'FEET NORTHEAST OF A 5 INCH POST AND 3.0 FEET SOUTH OF A METAL WITNESS
 AS0350'POST.  SECTION 16, T 6S, R 12W.
 AS0350
 AS0350                          STATION RECOVERY (1980)
 AS0350
 AS0350'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 AS0350'THE STATION WAS RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0332 ***********************************************************************
 AS0332  DESIGNATION -  46 76 A11 RM 1
 AS0332  PID         -  AS0332
 AS0332  STATE/COUNTY-  FL/BAY
 AS0332  COUNTRY     -  US
 AS0332  USGS QUAD   -  BEACON HILL (2018)
 AS0332
 AS0332                         *CURRENT SURVEY CONTROL
 AS0332  ______________________________________________________________________
 AS0332* NAD 83(1986) POSITION- 29 57 24.27   (N) 085 26 52.19   (W)   HD_HELD1
 AS0332* NAVD 88 ORTHO HEIGHT -     5.259 (meters)       17.25  (feet) ADJUSTED
 AS0332  ______________________________________________________________________
 AS0332  GEOID HEIGHT    -        -27.488 (meters)                     GEOID18
 AS0332  DYNAMIC HEIGHT  -          5.252 (meters)       17.23  (feet) COMP
 AS0332  MODELED GRAVITY -    979,311.1   (mgal)                       NAVD 88
 AS0332
 AS0332  VERT ORDER      -  SECOND    CLASS II
 AS0332
 AS0332.The horizontal coordinates were determined by differentially corrected
 AS0332.hand held GPS observations or other comparable positioning techniques
 AS0332.and have an estimated accuracy of +/- 3 meters.
 AS0332
 AS0332.The orthometric height was determined by differential leveling and
 AS0332.adjusted by the NATIONAL GEODETIC SURVEY
 AS0332.in June 1991.
 AS0332
 AS0332.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0332.GEOID18 height accuracy estimate available here.
 AS0332
 AS0332.Click photographs - Photos may exist for this station.
 AS0332
 AS0332.The dynamic height is computed by dividing the NAVD 88
 AS0332.geopotential number by the normal gravity value computed on the
 AS0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0332.degrees latitude (g = 980.6199 gals.).
 AS0332
 AS0332.The modeled gravity was interpolated from observed gravity values.
 AS0332
 AS0332;                    North         East    Units  Estimated Accuracy
 AS0332;SPC FL N     -   106,432.4     508,512.9     MT  (+/- 3 meters HH1 GPS) 
 AS0332
 AS0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU4977715005(NAD 83)
 AS0332
 AS0332                          SUPERSEDED SURVEY CONTROL
 AS0332
 AS0332.No superseded survey control is available for this station.
 AS0332
 AS0332_MARKER: DD = SURVEY DISK
 AS0332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0332_STAMPING: 46 76 A11 RM NO 1
 AS0332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0332+STABILITY: SURFACE MOTION
 AS0332
 AS0332  HISTORY     - Date     Condition        Report By
 AS0332  HISTORY     - 1976     MONUMENTED       FLDT
 AS0332  HISTORY     - 1976     GOOD             FLDT
 AS0332
 AS0332                          STATION DESCRIPTION
 AS0332
 AS0332'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AS0332'2.1 MI NW FROM MEXICO BEACH.
 AS0332'FROM THE U.S. POST OFFICE, IN MEXICO BEACH.  GO NORTHWEST ON U.S.
 AS0332'ROUTE 98 FOR ABOUT 0.65 MILE TO THE INTERSECTION OF 43RD STREET, THEN
 AS0332'GO SOUTHERLY ON 43RD STREET FOR ABOUT 0.35 MILE TO THE END OF THE
 AS0332'STREET, THEN GO NORTHWEST ALONG THE BEACH FOR ABOUT 1.1 MILES AND
 AS0332'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 AS0332'CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS 84.6 FEET NORTH OF A 5
 AS0332'INCH POST, 9.0 FEET SOUTH OF THE APPROXIMATE CENTER OF A SAND TRAIL
 AS0332'ROAD AND 0.5 FOOT SOUTH OF A METAL WITNESS POST.  SECTION 16, T 6S, R
 AS0332'12W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0836 ***********************************************************************
 AS0836  DESIGNATION -  46 76 A12
 AS0836  PID         -  AS0836
 AS0836  STATE/COUNTY-  FL/BAY
 AS0836  COUNTRY     -  US
 AS0836  USGS QUAD   -  BEACON HILL (2018)
 AS0836
 AS0836                         *CURRENT SURVEY CONTROL
 AS0836  ______________________________________________________________________
 AS0836* NAD 83(1990) POSITION- 29 57 50.10978(N) 085 26 42.36474(W)   ADJUSTED
 AS0836* NAVD 88 ORTHO HEIGHT -     6.4   (meters)       21.    (feet) VERTCON3
 AS0836  ______________________________________________________________________
 AS0836  GEOID HEIGHT    -        -27.500 (meters)                     GEOID18
 AS0836  LAPLACE CORR    -         -0.05  (seconds)                    DEFLEC18
 AS0836  HORZ ORDER      -  SECOND
 AS0836
 AS0836.The horizontal coordinates were established by classical geodetic methods
 AS0836.and adjusted by the National Geodetic Survey in May 1991.
 AS0836
 AS0836.The NAVD 88 height was computed by applying the VERTCON shift value to
 AS0836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AS0836
 AS0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0836.GEOID18 height accuracy estimate available here.
 AS0836
 AS0836.Click photographs - Photos may exist for this station.
 AS0836
 AS0836.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS0836
 AS0836. The following values were computed from the NAD 83(1990) position.
 AS0836
 AS0836;                    North         East     Units Scale Factor Converg.
 AS0836;SPC FL N     -   107,225.844   508,782.898   MT  0.99995469   -0 28 29.8
 AS0836;SPC FL N     -   351,790.12  1,669,231.89   sFT  0.99995469   -0 28 29.8
 AS0836;UTM  16      - 3,315,804.268   650,029.896   MT  0.99987771   +0 46 36.3
 AS0836
 AS0836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0836!SPC FL N     -   1.00000332  x   0.99995469  =   0.99995801
 AS0836!UTM  16      -   1.00000332  x   0.99987771  =   0.99988103
 AS0836
 AS0836:                Primary Azimuth Mark                     Grid Az
 AS0836:SPC FL N     -  46 76 A08                                124 00 14.1
 AS0836:UTM  16      -  46 76 A08                                122 45 08.0
 AS0836
 AS0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5002915804(NAD 83)
 AS0836
 AS0836|---------------------------------------------------------------------|
 AS0836| PID    Reference Object                     Distance      Geod. Az  |
 AS0836|                                                           dddmmss.s |
 AS0836| AS0254 GOOSE RESET                          27.144 METERS 08308     |
 AS0836| AS0347 46 76 A08                           APPROX. 2.0 KM 1233144.3 |
 AS0836|---------------------------------------------------------------------|
 AS0836
 AS0836                          SUPERSEDED SURVEY CONTROL
 AS0836
 AS0836  NAD 83(1986)-  29 57 50.12141(N)    085 26 42.37965(W) AD(       ) 2
 AS0836  NAD 27      -  29 57 49.37857(N)    085 26 42.66022(W) AD(       ) 2
 AS0836  NGVD 29 (07/19/86)    6.5    (m)           21.     (f) VERT ANG       
 AS0836
 AS0836.Superseded values are not recommended for survey control.
 AS0836
 AS0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0836.See file dsdata.pdf to determine how the superseded data were derived.
 AS0836
 AS0836_MARKER: DD = SURVEY DISK
 AS0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0836+STABILITY: SURFACE MOTION
 AS0836
 AS0836  HISTORY     - Date     Condition        Report By
 AS0836  HISTORY     - 1976     MONUMENTED       FLDT
 AS0836
 AS0836                          STATION DESCRIPTION
 AS0836
 AS0836'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 AS0836'STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF PANAMA CITY, 13
 AS0836'MILES SOUTHEAST OF PARKER AND 1/4 MILE SOUTHEAST OF THE EAST
 AS0836'ENTRANCE TO TYNDALL AIR FORCE BASE, ON THE NORTHEAST SIDE OF
 AS0836'U.S. ROUTE 98.
 AS0836'
 AS0836'TO REACH STATION FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE
 AS0836'ROUTE 386 AT MEXICO BEACH, GO NORTHWEST ON U.S. ROUTE 98 FOR 4.3
 AS0836'MILES TO A SIDE ROAD RIGHT AND STATION, AS DESCRIBED.
 AS0836'
 AS0836'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 AS0836'BRASS DISK, STAMPED 46 76 A12, SET IN THE TOP OF A 4 INCH
 AS0836'SQUARE CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT
 AS0836'IS 27.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 24.0 FEET
 AS0836'SOUTHWEST OF A WITNESS POST, 26.0 FEET SOUTHWEST OF A POST FOR A
 AS0836'LAND FILL SIGN, 36.5 FEET NORTHWEST OF CENTER OF A DIRT ROAD AND
 AS0836'45.2 FEET NORTHWEST OF CENTER OF INTERSECTION OF U.S. ROUTE 98
 AS0836'AND DIRT ROAD, NORTH.
 AS0836'
 AS0836'REFERENCE MARKS WERE NOT SET AT THIS STATION.  STATION IS AT
 AS0836'SAME LOCATION AS TRIANGULATION STATION GOOSE 1934 1976.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1487 ***********************************************************************
 BE1487  DESIGNATION -  46 76 B01
 BE1487  PID         -  BE1487
 BE1487  STATE/COUNTY-  FL/BAY
 BE1487  COUNTRY     -  US
 BE1487  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1487
 BE1487                         *CURRENT SURVEY CONTROL
 BE1487  ______________________________________________________________________
 BE1487* NAD 83(1990) POSITION- 30 15 47.39698(N) 085 58 48.05579(W)   ADJUSTED
 BE1487* NAVD 88 ORTHO HEIGHT -     6.792 (meters)       22.28  (feet) ADJUSTED
 BE1487  ______________________________________________________________________
 BE1487  GEOID HEIGHT    -        -27.629 (meters)                     GEOID18
 BE1487  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 BE1487  DYNAMIC HEIGHT  -          6.783 (meters)       22.25  (feet) COMP
 BE1487  MODELED GRAVITY -    979,329.0   (mgal)                       NAVD 88
 BE1487
 BE1487  HORZ ORDER      -  SECOND
 BE1487  VERT ORDER      -  SECOND    CLASS II
 BE1487
 BE1487.The horizontal coordinates were established by classical geodetic methods
 BE1487.and adjusted by the National Geodetic Survey in May 1991.
 BE1487
 BE1487.The orthometric height was determined by differential leveling and
 BE1487.adjusted by the NATIONAL GEODETIC SURVEY
 BE1487.in June 1991.
 BE1487
 BE1487.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1487.GEOID18 height accuracy estimate available here.
 BE1487
 BE1487.Click photographs - Photos may exist for this station.
 BE1487
 BE1487.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1487
 BE1487.The dynamic height is computed by dividing the NAVD 88
 BE1487.geopotential number by the normal gravity value computed on the
 BE1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1487.degrees latitude (g = 980.6199 gals.).
 BE1487
 BE1487.The modeled gravity was interpolated from observed gravity values.
 BE1487
 BE1487. The following values were computed from the NAD 83(1990) position.
 BE1487
 BE1487;                    North         East     Units Scale Factor Converg.
 BE1487;SPC FL N     -   140,943.220   457,588.241   MT  0.99994983   -0 44 37.5
 BE1487;SPC FL N     -   462,411.21  1,501,270.75   sFT  0.99994983   -0 44 37.5
 BE1487;UTM  16      - 3,348,387.014   598,117.115   MT  0.99971877   +0 30 50.7
 BE1487
 BE1487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1487!SPC FL N     -   1.00000327  x   0.99994983  =   0.99995310
 BE1487!UTM  16      -   1.00000327  x   0.99971877  =   0.99972204
 BE1487
 BE1487:                Primary Azimuth Mark                     Grid Az
 BE1487:SPC FL N     -  60 76 A39                                305 45 54.0
 BE1487:UTM  16      -  60 76 A39                                304 30 25.8
 BE1487
 BE1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9811748387(NAD 83)
 BE1487
 BE1487|---------------------------------------------------------------------|
 BE1487| PID    Reference Object                     Distance      Geod. Az  |
 BE1487|                                                           dddmmss.s |
 BE1487| BE1368 46 76 B01 RM 1                       20.979 METERS 08900     |
 BE1487| BE1364 60 76 A39                           APPROX. 1.3 KM 3050116.5 |
 BE1487| BE1528 46 76 B01 RM 2                                     32902     |
 BE1487|---------------------------------------------------------------------|
 BE1487
 BE1487                          SUPERSEDED SURVEY CONTROL
 BE1487
 BE1487  NAD 83(1986)-  30 15 47.40865(N)    085 58 48.06476(W) AD(       ) 2
 BE1487  NAD 27      -  30 15 46.68180(N)    085 58 48.29011(W) AD(       ) 2
 BE1487  NGVD 29 (07/19/86)    6.93   (m)           22.7    (f) LEVELING    3  
 BE1487
 BE1487.Superseded values are not recommended for survey control.
 BE1487
 BE1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1487.See file dsdata.pdf to determine how the superseded data were derived.
 BE1487
 BE1487_MARKER: DD = SURVEY DISK
 BE1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1487_STAMPING: 46 76 B01
 BE1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1487+STABILITY: SURFACE MOTION
 BE1487
 BE1487  HISTORY     - Date     Condition        Report By
 BE1487  HISTORY     - 1976     MONUMENTED       FLDT
 BE1487  HISTORY     - 1977     GOOD             FLDT
 BE1487
 BE1487                          STATION DESCRIPTION
 BE1487
 BE1487'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1487'STATION IS LOCATED ABOUT 20-1/2 MILES WEST-SOUTHWEST OF
 BE1487'SOUTHPORT, ABOUT 20 MILES NORTHWEST OF PANAMA CITY AND ABOUT
 BE1487'5-1/2 MILES NORTHWEST OF PANAMA CITY BEACH, ON SAND DUNE
 BE1487'SOUTHEAST OF PINNACLE POINT CONDOMINIUMS.
 BE1487'
 BE1487'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1487'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO U.S. ROUTE 98.  TURN
 BE1487'RIGHT AND GO NORTHWEST ON U.S. ROUTE 98 FOR 6.1 MILES TO PINNACLE
 BE1487'POINT ENTRANCE.  TURN LEFT AND GO WESTERLY ON PINNACLE POINT
 BE1487'ENTRANCE ROAD FOR 0.3 MILE TO PINNACLE POINT CONDOMINIUMS, FROM
 BE1487'THIS POINT TRAVEL BY FOOT IN A SOUTHEASTERLY DIRECTION FOR 0.2
 BE1487'MILE AND STATION.
 BE1487'
 BE1487'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1487'BRASS DISK, STAMPED 46 76 B01, SET IN THE TOP OF A ROUND CONCRETE
 BE1487'MONUMENT FLUSH WITH THE GROUND.  IT IS 2.2 FEET SOUTHWEST OF A
 BE1487'METAL WITNESS POST, 13.0 FEET NORTHEAST OF SOUTH EDGE OF SAND
 BE1487'DUNE AND 15.0 FEET SOUTHWEST OF NORTH EDGE OF SAND DUNE.
 BE1487'
 BE1487'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1487'TRANSPORTATION BRASS DISK, STAMPED 46 76 B01 RM NO1, SET IN THE
 BE1487'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1487'GROUND.  IT IS 1.3 FEET WEST-SOUTHWEST OF A METAL WITNESS POST
 BE1487'AND 11.0 FEET NORTHEAST OF SAND DUNE LINE.
 BE1487'
 BE1487'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1487'TRANSPORTATION BRASS DISK, STAMPED 46 76 B01 RM NO2, SET IN THE
 BE1487'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 4 INCHES BELOW THE
 BE1487'GROUND.  IT IS 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, 3.0
 BE1487'FEET SOUTHWEST OF VEGETATION LINE AND 18.0 FEET NORTHEAST OF A
 BE1487'SAND DUNE LINE.
 BE1487
 BE1487                          STATION RECOVERY (1977)
 BE1487
 BE1487'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1487'6.6 MI NW FROM PANAMA CITY.
 BE1487'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1487'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1487'U.S. ROUTE 98 FOR ABOUT 6.1 MILES TO THE ENTRANCE TO PINNACLE POINT,
 BE1487'THEN GO WESTERLY ON THE ENTRANCE ROAD FOR ABOUT 0.3 MILE TO THE
 BE1487'PINNACLE POINT CONDOMINIUMS, THEN GO SOUTHEASTERLY ON FOOT ALONG THE
 BE1487'SAND DUNE LINE FOR ABOUT 0.2 MILE AND STATION.  WHICH IS SET IN THE
 BE1487'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 15.0
 BE1487'FEET SOUTHWEST OF THE NORTH EDGE OF SAND DUNE, 13.0 FEET NORTHEAST OF
 BE1487'THE SOUTH EDGE OF SAND DUNE AND 2.2 FEET SOUTHWEST OF A METAL WITNESS
 BE1487'POST.  SECTION 6, T 3S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1368 ***********************************************************************
 BE1368  DESIGNATION -  46 76 B01 RM 1
 BE1368  PID         -  BE1368
 BE1368  STATE/COUNTY-  FL/BAY
 BE1368  COUNTRY     -  US
 BE1368  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1368
 BE1368                         *CURRENT SURVEY CONTROL
 BE1368  ______________________________________________________________________
 BE1368* NAD 83(1986) POSITION- 30 15 47.41   (N) 085 58 47.27   (W)   HD_HELD1
 BE1368* NAVD 88 ORTHO HEIGHT -     4.730 (meters)       15.52  (feet) ADJUSTED
 BE1368  ______________________________________________________________________
 BE1368  GEOID HEIGHT    -        -27.629 (meters)                     GEOID18
 BE1368  DYNAMIC HEIGHT  -          4.724 (meters)       15.50  (feet) COMP
 BE1368  MODELED GRAVITY -    979,329.0   (mgal)                       NAVD 88
 BE1368
 BE1368  VERT ORDER      -  SECOND    CLASS II
 BE1368
 BE1368.The horizontal coordinates were determined by differentially corrected
 BE1368.hand held GPS observations or other comparable positioning techniques
 BE1368.and have an estimated accuracy of +/- 3 meters.
 BE1368
 BE1368.The orthometric height was determined by differential leveling and
 BE1368.adjusted by the NATIONAL GEODETIC SURVEY
 BE1368.in June 1991.
 BE1368
 BE1368.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1368.GEOID18 height accuracy estimate available here.
 BE1368
 BE1368.Click photographs - Photos may exist for this station.
 BE1368
 BE1368.The dynamic height is computed by dividing the NAVD 88
 BE1368.geopotential number by the normal gravity value computed on the
 BE1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1368.degrees latitude (g = 980.6199 gals.).
 BE1368
 BE1368.The modeled gravity was interpolated from observed gravity values.
 BE1368
 BE1368;                    North         East    Units  Estimated Accuracy
 BE1368;SPC FL N     -   140,943.3     457,609.2     MT  (+/- 3 meters HH1 GPS) 
 BE1368
 BE1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9813848387(NAD 83)
 BE1368
 BE1368                          SUPERSEDED SURVEY CONTROL
 BE1368
 BE1368.No superseded survey control is available for this station.
 BE1368
 BE1368_MARKER: DD = SURVEY DISK
 BE1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1368_STAMPING: 46 76 B02 RM NO 1
 BE1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1368+STABILITY: SURFACE MOTION
 BE1368
 BE1368  HISTORY     - Date     Condition        Report By
 BE1368  HISTORY     - 1976     MONUMENTED       FLDT
 BE1368  HISTORY     - 1977     GOOD             FLDT
 BE1368
 BE1368                          STATION DESCRIPTION
 BE1368
 BE1368'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1368'5.45 MI NW FROM PANAMA CITY BEACH.
 BE1368'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1368'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1368'U.S. ROUTE 98 FOR ABOUT 5.45 MILES TO THE JUNCTION OF PALM DRIVE AND
 BE1368'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1368'CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS 52.5 FEET
 BE1368'NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98, 38.0 FEET EAST-SOUTHEAST
 BE1368'OF CENTER OF PALM DRIVE, 5.8 FEET NORTHEAST OF A POWER POLE AND 1.1
 BE1368'FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 5, T 3S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1528 ***********************************************************************
 BE1528  DESIGNATION -  46 76 B01 RM 2
 BE1528  PID         -  BE1528
 BE1528  STATE/COUNTY-  FL/BAY
 BE1528  COUNTRY     -  US
 BE1528  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1528
 BE1528                         *CURRENT SURVEY CONTROL
 BE1528  ______________________________________________________________________
 BE1528* NAD 83(1986) POSITION- 30 15 48.     (N) 085 58 48.     (W)   SCALED
 BE1528* NAVD 88 ORTHO HEIGHT -     4.900 (meters)       16.08  (feet) ADJUSTED
 BE1528  ______________________________________________________________________
 BE1528  GEOID HEIGHT    -        -27.629 (meters)                     GEOID18
 BE1528  DYNAMIC HEIGHT  -          4.893 (meters)       16.05  (feet) COMP
 BE1528  MODELED GRAVITY -    979,329.0   (mgal)                       NAVD 88
 BE1528
 BE1528  VERT ORDER      -  SECOND    CLASS II
 BE1528
 BE1528.The horizontal coordinates were scaled from a map and have
 BE1528.an estimated accuracy of +/- 6 seconds.
 BE1528
 BE1528.The orthometric height was determined by differential leveling and
 BE1528.adjusted by the NATIONAL GEODETIC SURVEY
 BE1528.in June 1991.
 BE1528
 BE1528.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1528.GEOID18 height accuracy estimate available here.
 BE1528
 BE1528.Click photographs - Photos may exist for this station.
 BE1528
 BE1528.The dynamic height is computed by dividing the NAVD 88
 BE1528.geopotential number by the normal gravity value computed on the
 BE1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1528.degrees latitude (g = 980.6199 gals.).
 BE1528
 BE1528.The modeled gravity was interpolated from observed gravity values.
 BE1528
 BE1528;                    North         East    Units  Estimated Accuracy
 BE1528;SPC FL N     -   140,960.      457,590.      MT  (+/- 180 meters Scaled)
 BE1528
 BE1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU981484(NAD 83)
 BE1528
 BE1528                          SUPERSEDED SURVEY CONTROL
 BE1528
 BE1528.No superseded survey control is available for this station.
 BE1528
 BE1528_MARKER: DD = SURVEY DISK
 BE1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1528_STAMPING: 46 76 B01 RM NO 2
 BE1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1528+STABILITY: SURFACE MOTION
 BE1528
 BE1528  HISTORY     - Date     Condition        Report By
 BE1528  HISTORY     - 1976     MONUMENTED       FLDT
 BE1528  HISTORY     - 1977     GOOD             FLDT
 BE1528
 BE1528                          STATION DESCRIPTION
 BE1528
 BE1528'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1528'6.6 MI NW FROM PANAMA CITY BEACH.
 BE1528'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1528'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1528'U.S. ROUTE 98 FOR ABOUT 6.1 MILES TO THE ENTRANCE TO PINNACLE POINT,
 BE1528'THEN GO WESTERLY ON THE ENTRANCE ROAD FOR ABOUT 0.3 MILE TO THE
 BE1528'PINNACLE POINT CONDOMINIUMS, THEN GO SOUTHEASTERLY ON FOOT ALONG THE
 BE1528'SAND DUNE LINE FOR ABOUT 0.2 MILE AND REFERENCE MARK.  WHICH IS SET IN
 BE1528'THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
 BE1528'GROUND.  IT IS 18.0 FEET NORTHEAST OF THE SAND DUNE LINE, 3.0 FEET
 BE1528'SOUTHWEST OF THE VEGETATION LINE AND 1.5 FEET SOUTHWEST OF A METAL
 BE1528'WITNESS POST.  6, T 3S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1488 ***********************************************************************
 BE1488  DESIGNATION -  46 76 B02
 BE1488  PID         -  BE1488
 BE1488  STATE/COUNTY-  FL/BAY
 BE1488  COUNTRY     -  US
 BE1488  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1488
 BE1488                         *CURRENT SURVEY CONTROL
 BE1488  ______________________________________________________________________
 BE1488* NAD 83(1990) POSITION- 30 15 34.16637(N) 085 58 11.71649(W)   ADJUSTED
 BE1488* NAVD 88 ORTHO HEIGHT -     3.895 (meters)       12.78  (feet) ADJUSTED
 BE1488  ______________________________________________________________________
 BE1488  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 BE1488  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 BE1488  DYNAMIC HEIGHT  -          3.890 (meters)       12.76  (feet) COMP
 BE1488  MODELED GRAVITY -    979,328.7   (mgal)                       NAVD 88
 BE1488
 BE1488  HORZ ORDER      -  SECOND
 BE1488  VERT ORDER      -  SECOND    CLASS II
 BE1488
 BE1488.The horizontal coordinates were established by classical geodetic methods
 BE1488.and adjusted by the National Geodetic Survey in May 1991.
 BE1488
 BE1488.The orthometric height was determined by differential leveling and
 BE1488.adjusted by the NATIONAL GEODETIC SURVEY
 BE1488.in June 1991.
 BE1488
 BE1488.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1488.GEOID18 height accuracy estimate available here.
 BE1488
 BE1488.Click photographs - Photos may exist for this station.
 BE1488
 BE1488.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1488
 BE1488.The dynamic height is computed by dividing the NAVD 88
 BE1488.geopotential number by the normal gravity value computed on the
 BE1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1488.degrees latitude (g = 980.6199 gals.).
 BE1488
 BE1488.The modeled gravity was interpolated from observed gravity values.
 BE1488
 BE1488. The following values were computed from the NAD 83(1990) position.
 BE1488
 BE1488;                    North         East     Units Scale Factor Converg.
 BE1488;SPC FL N     -   140,523.291   458,554.235   MT  0.99994972   -0 44 19.2
 BE1488;SPC FL N     -   461,033.50  1,504,440.02   sFT  0.99994972   -0 44 19.2
 BE1488;UTM  16      - 3,347,988.482   599,091.870   MT  0.99972114   +0 31 08.8
 BE1488
 BE1488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1488!SPC FL N     -   1.00000373  x   0.99994972  =   0.99995345
 BE1488!UTM  16      -   1.00000373  x   0.99972114  =   0.99972487
 BE1488
 BE1488:                Primary Azimuth Mark                     Grid Az
 BE1488:SPC FL N     -  46 76 B01                                293 29 42.5
 BE1488:UTM  16      -  46 76 B01                                292 14 14.5
 BE1488
 BE1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9909147988(NAD 83)
 BE1488
 BE1488|---------------------------------------------------------------------|
 BE1488| PID    Reference Object                     Distance      Geod. Az  |
 BE1488|                                                           dddmmss.s |
 BE1488| BE1450 46 76 B02 RM 2                       11.550 METERS 10003     |
 BE1488| BE1487 46 76 B01                           APPROX. 1.1 KM 2924523.3 |
 BE1488| BE1369 46 76 B02 RM 1                       10.892 METERS 31709     |
 BE1488|---------------------------------------------------------------------|
 BE1488
 BE1488                          SUPERSEDED SURVEY CONTROL
 BE1488
 BE1488  NAD 83(1986)-  30 15 34.17795(N)    085 58 11.72548(W) AD(       ) 2
 BE1488  NAD 27      -  30 15 33.45077(N)    085 58 11.95175(W) AD(       ) 2
 BE1488  NGVD 29 (07/19/86)    4.03   (m)           13.2    (f) LEVELING    3  
 BE1488
 BE1488.Superseded values are not recommended for survey control.
 BE1488
 BE1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1488.See file dsdata.pdf to determine how the superseded data were derived.
 BE1488
 BE1488_MARKER: DD = SURVEY DISK
 BE1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1488_STAMPING: 46 76 B02
 BE1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1488+STABILITY: SURFACE MOTION
 BE1488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE1488+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 BE1488
 BE1488  HISTORY     - Date     Condition        Report By
 BE1488  HISTORY     - 1976     MONUMENTED       FLDT
 BE1488  HISTORY     - 1977     GOOD             FLDT
 BE1488  HISTORY     - 20070913 GOOD             FLDT
 BE1488
 BE1488                          STATION DESCRIPTION
 BE1488
 BE1488'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1488'STATION IS LOCATED ABOUT 19-3/4 MILES WEST-SOUTHWEST OF SOUTHPORT,
 BE1488'ABOUT 19-1/2 MILES NORTHWEST OF PANAMA CITY AND ABOUT 5-1/2 MILES
 BE1488'NORTHWEST OF PANAMA CITY BEACH, ON THE NORTHEAST SIDE OF
 BE1488'U.S. ROUTE 98.
 BE1488'
 BE1488'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1488'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1488'U.S. ROUTE 98.  TURN RIGHT AND GO NORTHWEST ON U.S. ROUTE 98 FOR
 BE1488'5.4 MILES TO PALM DRIVE AND STATION ON THE RIGHT.
 BE1488'
 BE1488'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1488'BRASS DISK, STAMPED 46 76 B02, SET IN THE TOP OF A ROUND CONCRETE
 BE1488'MONUMENT 1 INCH BELOW THE GROUND.  IT IS 2.2 FEET SOUTHWEST OF A
 BE1488'METAL WITNESS POST, 32.5 FEET SOUTHEAST OF A POWERLINE POLE, 38.5
 BE1488'FEET NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 70.0 FEET
 BE1488'EAST-SOUTHEAST OF CENTER OF PALM DRIVE.
 BE1488'
 BE1488'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1488'TRANSPORTATION BRASS DISK, STAMPED 46 76 B02 RM NO1, SET IN THE
 BE1488'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH BELOW THE
 BE1488'GROUND.  IT IS 1.1 FEET SOUTHWEST OF A METAL WITNESS POST, 5.8
 BE1488'FEET NORTHEAST OF A POWERLINE POLE, 38.0 FEET EAST-SOUTHEAST OF
 BE1488'CENTER OF PALM DRIVE AND 52.5 FEET NORTH-NORTHEAST OF CENTER OF
 BE1488'U.S. ROUTE 98.
 BE1488'
 BE1488'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1488'TRANSPORTATION BRASS DISK, STAMPED 46 76 B02 RM NO2, SET IN THE
 BE1488'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH WITH THE
 BE1488'GROUND.  IT IS 1.4 FEET SOUTHWEST OF A METAL WITNESS POST, 11.0
 BE1488'FEET SOUTHEAST OF SOUTHEAST CORNER OF A WOODEN FENCE AROUND A
 BE1488'SEWAGE PUMP, 48.0 FEET NORTH-NORTHEAST OF CENTERLINE OF U.S. ROUTE
 BE1488'98.
 BE1488
 BE1488                          STATION RECOVERY (1977)
 BE1488
 BE1488'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1488'5.45 MI NW FROM PANAMA CITY BEACH.
 BE1488'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1488'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1488'U.S. ROUTE 98 FOR ABOUT 5.45 MILES TO THE JUNCTION OF PALM DRIVE AND
 BE1488'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 1 INCH
 BE1488'BELOW GROUND.  IT IS 70.0 FEET EAST-SOUTHEAST OF CENTER OF PALM DRIVE,
 BE1488'38.5 FEET NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98, 32.5 FEET
 BE1488'SOUTHEAST OF A POWER POLE AND 2.2 FEET SOUTHWEST OF A METAL WITNESS
 BE1488'POST.  SECTION 5, T 3S, R 17W.
 BE1488
 BE1488                          STATION RECOVERY (2007)
 BE1488
 BE1488'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2007 (WTS)
 BE1488'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1369 ***********************************************************************
 BE1369  DESIGNATION -  46 76 B02 RM 1
 BE1369  PID         -  BE1369
 BE1369  STATE/COUNTY-  FL/BAY
 BE1369  COUNTRY     -  US
 BE1369  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1369
 BE1369                         *CURRENT SURVEY CONTROL
 BE1369  ______________________________________________________________________
 BE1369* NAD 83(1986) POSITION- 30 15 34.43   (N) 085 58 11.99   (W)   HD_HELD1
 BE1369* NAVD 88 ORTHO HEIGHT -     4.348 (meters)       14.27  (feet) ADJUSTED
 BE1369  ______________________________________________________________________
 BE1369  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 BE1369  DYNAMIC HEIGHT  -          4.343 (meters)       14.25  (feet) COMP
 BE1369  MODELED GRAVITY -    979,328.7   (mgal)                       NAVD 88
 BE1369
 BE1369  VERT ORDER      -  SECOND    CLASS II
 BE1369
 BE1369.The horizontal coordinates were determined by differentially corrected
 BE1369.hand held GPS observations or other comparable positioning techniques
 BE1369.and have an estimated accuracy of +/- 3 meters.
 BE1369
 BE1369.The orthometric height was determined by differential leveling and
 BE1369.adjusted by the NATIONAL GEODETIC SURVEY
 BE1369.in June 1991.
 BE1369
 BE1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1369.GEOID18 height accuracy estimate available here.
 BE1369
 BE1369.Click photographs - Photos may exist for this station.
 BE1369
 BE1369.The dynamic height is computed by dividing the NAVD 88
 BE1369.geopotential number by the normal gravity value computed on the
 BE1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1369.degrees latitude (g = 980.6199 gals.).
 BE1369
 BE1369.The modeled gravity was interpolated from observed gravity values.
 BE1369
 BE1369;                    North         East    Units  Estimated Accuracy
 BE1369;SPC FL N     -   140,531.5     458,547.0     MT  (+/- 3 meters HH1 GPS) 
 BE1369
 BE1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9908447996(NAD 83)
 BE1369
 BE1369                          SUPERSEDED SURVEY CONTROL
 BE1369
 BE1369.No superseded survey control is available for this station.
 BE1369
 BE1369
 BE1369  HISTORY     - Date     Condition        Report By
 BE1369  HISTORY     - 1976     MONUMENTED       FLDT
 BE1369
 BE1369                          STATION DESCRIPTION
 BE1369
 BE1369'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BE1369'STATION IS LOCATED ABOUT 19-3/4 MILES WEST-SOUTHWEST OF SOUTHPORT,
 BE1369'ABOUT 19-1/2 MILES NORTHWEST OF PANAMA CITY AND ABOUT 5-1/2 MILES
 BE1369'NORTHWEST OF PANAMA CITY BEACH, ON THE NORTHEAST SIDE OF
 BE1369'U.S. ROUTE 98.
 BE1369'
 BE1369'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1369'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1369'U.S. ROUTE 98.  TURN RIGHT AND GO NORTHWEST ON U.S. ROUTE 98 FOR
 BE1369'5.4 MILES TO PALM DRIVE AND STATION ON THE RIGHT.
 BE1369'
 BE1369'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1369'TRANSPORTATION BRASS DISK, STAMPED 46 76 B02 RM NO1, SET IN THE
 BE1369'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH BELOW THE
 BE1369'GROUND.  IT IS 1.1 FEET SOUTHWEST OF A METAL WITNESS POST, 5.8
 BE1369'FEET NORTHEAST OF A POWERLINE POLE, 38.0 FEET EAST-SOUTHEAST OF
 BE1369'CENTER OF PALM DRIVE AND 52.5 FEET NORTH-NORTHEAST OF CENTER OF
 BE1369'U.S. ROUTE 98.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1450 ***********************************************************************
 BE1450  DESIGNATION -  46 76 B02 RM 2
 BE1450  PID         -  BE1450
 BE1450  STATE/COUNTY-  FL/BAY
 BE1450  COUNTRY     -  US
 BE1450  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1450
 BE1450                         *CURRENT SURVEY CONTROL
 BE1450  ______________________________________________________________________
 BE1450* NAD 83(1986) POSITION- 30 15 34.10   (N) 085 58 11.29   (W)   HD_HELD1
 BE1450* NAVD 88 ORTHO HEIGHT -     3.738 (meters)       12.26  (feet) ADJUSTED
 BE1450  ______________________________________________________________________
 BE1450  GEOID HEIGHT    -        -27.633 (meters)                     GEOID18
 BE1450  DYNAMIC HEIGHT  -          3.733 (meters)       12.25  (feet) COMP
 BE1450  MODELED GRAVITY -    979,328.7   (mgal)                       NAVD 88
 BE1450
 BE1450  VERT ORDER      -  SECOND    CLASS II
 BE1450
 BE1450.The horizontal coordinates were determined by differentially corrected
 BE1450.hand held GPS observations or other comparable positioning techniques
 BE1450.and have an estimated accuracy of +/- 3 meters.
 BE1450
 BE1450.The orthometric height was determined by differential leveling and
 BE1450.adjusted by the NATIONAL GEODETIC SURVEY
 BE1450.in June 1991.
 BE1450
 BE1450.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1450.GEOID18 height accuracy estimate available here.
 BE1450
 BE1450.Click photographs - Photos may exist for this station.
 BE1450
 BE1450.The dynamic height is computed by dividing the NAVD 88
 BE1450.geopotential number by the normal gravity value computed on the
 BE1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1450.degrees latitude (g = 980.6199 gals.).
 BE1450
 BE1450.The modeled gravity was interpolated from observed gravity values.
 BE1450
 BE1450;                    North         East    Units  Estimated Accuracy
 BE1450;SPC FL N     -   140,521.1     458,565.6     MT  (+/- 3 meters HH1 GPS) 
 BE1450
 BE1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9910347986(NAD 83)
 BE1450
 BE1450                          SUPERSEDED SURVEY CONTROL
 BE1450
 BE1450.No superseded survey control is available for this station.
 BE1450
 BE1450_MARKER: DD = SURVEY DISK
 BE1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1450_STAMPING: 46 76 B02 RM NO 2
 BE1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1450+STABILITY: SURFACE MOTION
 BE1450
 BE1450  HISTORY     - Date     Condition        Report By
 BE1450  HISTORY     - 1976     MONUMENTED       FLDT
 BE1450  HISTORY     - 1977     GOOD             FLDT
 BE1450
 BE1450                          STATION DESCRIPTION
 BE1450
 BE1450'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1450'5.45 MI NW FROM PANAMA CITY BEACH.
 BE1450'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1450'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1450'U.S. ROUTE 98 FOR ABOUT 5.45 MILES TO THE JUNCTION OF PALM DRIVE AND
 BE1450'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1450'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 48.0 FEET
 BE1450'NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98, 11.0 FEET SOUTHEAST OF THE
 BE1450'SOUTHEAST CORNER OF A WOODEN FENCE AROUND A SEWAGE PUMP AND 1.4 FEET
 BE1450'SOUTHWEST OF A METAL WITNESS POST.  SECTION 5, T 3S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1489 ***********************************************************************
 BE1489  DESIGNATION -  46 76 B03
 BE1489  PID         -  BE1489
 BE1489  STATE/COUNTY-  FL/BAY
 BE1489  COUNTRY     -  US
 BE1489  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1489
 BE1489                         *CURRENT SURVEY CONTROL
 BE1489  ______________________________________________________________________
 BE1489* NAD 83(1990) POSITION- 30 15 24.51911(N) 085 57 46.86716(W)   ADJUSTED
 BE1489* NAVD 88 ORTHO HEIGHT -     7.878 (meters)       25.85  (feet) ADJUSTED
 BE1489  ______________________________________________________________________
 BE1489  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 BE1489  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 BE1489  DYNAMIC HEIGHT  -          7.867 (meters)       25.81  (feet) COMP
 BE1489  MODELED GRAVITY -    979,328.5   (mgal)                       NAVD 88
 BE1489
 BE1489  HORZ ORDER      -  SECOND
 BE1489  VERT ORDER      -  SECOND    CLASS II
 BE1489
 BE1489.The horizontal coordinates were established by classical geodetic methods
 BE1489.and adjusted by the National Geodetic Survey in May 1991.
 BE1489
 BE1489.The orthometric height was determined by differential leveling and
 BE1489.adjusted by the NATIONAL GEODETIC SURVEY
 BE1489.in June 1991.
 BE1489
 BE1489.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1489.GEOID18 height accuracy estimate available here.
 BE1489
 BE1489.Click photographs - Photos may exist for this station.
 BE1489
 BE1489.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1489
 BE1489.The dynamic height is computed by dividing the NAVD 88
 BE1489.geopotential number by the normal gravity value computed on the
 BE1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1489.degrees latitude (g = 980.6199 gals.).
 BE1489
 BE1489.The modeled gravity was interpolated from observed gravity values.
 BE1489
 BE1489. The following values were computed from the NAD 83(1990) position.
 BE1489
 BE1489;                    North         East     Units Scale Factor Converg.
 BE1489;SPC FL N     -   140,217.714   459,214.601   MT  0.99994965   -0 44 06.7
 BE1489;SPC FL N     -   460,030.95  1,506,606.57   sFT  0.99994965   -0 44 06.7
 BE1489;UTM  16      - 3,347,697.541   599,758.633   MT  0.99972277   +0 31 21.2
 BE1489
 BE1489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1489!SPC FL N     -   1.00000310  x   0.99994965  =   0.99995275
 BE1489!UTM  16      -   1.00000310  x   0.99972277  =   0.99972587
 BE1489
 BE1489:                Primary Azimuth Mark                     Grid Az
 BE1489:SPC FL N     -  46 76 B02                                294 49 54.6
 BE1489:UTM  16      -  46 76 B02                                293 34 26.7
 BE1489
 BE1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9975847697(NAD 83)
 BE1489
 BE1489|---------------------------------------------------------------------|
 BE1489| PID    Reference Object                     Distance      Geod. Az  |
 BE1489|                                                           dddmmss.s |
 BE1489| BE1370 46 76 B03 RM 1                       12.950 METERS 10016     |
 BE1489| BE1488 46 76 B02                           APPROX. 0.7 KM 2940547.9 |
 BE1489| BE1451 46 76 B03 RM 2                       11.952 METERS 30648     |
 BE1489|---------------------------------------------------------------------|
 BE1489
 BE1489                          SUPERSEDED SURVEY CONTROL
 BE1489
 BE1489  NAD 83(1986)-  30 15 24.53064(N)    085 57 46.87617(W) AD(       ) 2
 BE1489  NAD 27      -  30 15 23.80321(N)    085 57 47.10305(W) AD(       ) 2
 BE1489  NGVD 29 (07/19/86)    8.02   (m)           26.3    (f) LEVELING    3  
 BE1489
 BE1489.Superseded values are not recommended for survey control.
 BE1489
 BE1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1489.See file dsdata.pdf to determine how the superseded data were derived.
 BE1489
 BE1489_MARKER: DD = SURVEY DISK
 BE1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1489_STAMPING: 46 76 B03
 BE1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1489+STABILITY: SURFACE MOTION
 BE1489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1489+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 BE1489
 BE1489  HISTORY     - Date     Condition        Report By
 BE1489  HISTORY     - 1977     MONUMENTED       FLDT
 BE1489  HISTORY     - 1977     GOOD             FLDT
 BE1489  HISTORY     - 20070913 GOOD             FLDT
 BE1489
 BE1489                          STATION DESCRIPTION
 BE1489
 BE1489'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM)
 BE1489'STATION IS LOCATED ABOUT 19-1/2 MILES WEST-SOUTHWEST OF
 BE1489'SOUTHPORT, ABOUT 19 MILES NORTHWEST OF PANAMA CITY AND ABOUT
 BE1489'15-1/2 MILES NORTHWEST OF ST. ANDREWS STATE PARK, ON THE NORTHEAST
 BE1489'SIDE OF U.S. ROUTE 98.
 BE1489'
 BE1489'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1489'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1489'U.S. ROUTE 98.  TURN RIGHT AND GO NORTHWEST ON U.S. ROUTE 98 FOR
 BE1489'4.9 MILES TO ENTRANCE TO SUNNYSIDE CONDOMINIUMS AND STATION ON
 BE1489'THE RIGHT.
 BE1489'
 BE1489'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1489'BRASS DISK, STAMPED 46 76 B03, SET IN THE TOP OF A ROUND CONCRETE
 BE1489'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 7.5 FEET SOUTHWEST OF
 BE1489'A POWERLINE POLE, 8.7 FEET SOUTHWEST OF A METAL WITNESS POST,
 BE1489'38.4 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 64.0 FEET
 BE1489'WEST-SOUTHWEST OF SOUTHWEST CORNER OF CHAIN LINK FENCE AROUND
 BE1489'TENNIS COURT AND 66.0 FEET SOUTHEAST OF CENTER OF DRIVE TO
 BE1489'CONDOMINIUMS.
 BE1489'
 BE1489'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1489'TRANSPORTATION BRASS DISK, STAMPED 46 76 B03 RM NO1, SET IN THE
 BE1489'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1489'GROUND.  IT IS 1.1 FEET NORTHEAST OF A METAL WITNESS POST, 48.6
 BE1489'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 49.0 FEET SOUTH OF
 BE1489'SOUTHWEST CORNER OF CHAIN LINK FENCE AROUND TENNIS COURT.
 BE1489'
 BE1489'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1489'TRANSPORTATION BRASS DISK, STAMPED 46 76 B03 RM NO2, SET IN THE
 BE1489'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1489'GROUND.  IT IS 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, 11.3
 BE1489'FEET SOUTHEAST OF A POWERLINE POLE, 28.0 FEET SOUTHEAST OF CENTER
 BE1489'OF DRIVE TO CONDOMINIUMS AND 47.0 FEET NORTHEAST OF CENTER OF
 BE1489'U.S. ROUTE 98.
 BE1489
 BE1489                          STATION RECOVERY (1977)
 BE1489
 BE1489'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1489'5.0 MI NW FROM PANAMA CITY BEACH.
 BE1489'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1489'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1489'U.S. ROUTE 98 FOR ABOUT 5.0 MILES TO THE ENTRANCE TO SUNNYSIDE
 BE1489'CONDOMINIUMS AND STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE
 BE1489'MONUMENT 2 INCHES BELOW GROUND.  IT IS 64.0 FEET WEST-SOUTHWEST OF THE
 BE1489'SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND A TENNIS COURT, 66.0
 BE1489'FEET SOUTHEAST OF CENTER OF THE ENTRANCE DRIVE TO CONDOMINIUMS, 38.4
 BE1489'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 8.7 FEET SOUTHWEST OF A
 BE1489'METAL WITNESS POST AND 7.5 FEET SOUTHWEST OF A POWER POLE. SECTION 5,
 BE1489'T 3S, R 17W.
 BE1489
 BE1489                          STATION RECOVERY (2007)
 BE1489
 BE1489'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2007 (WTS)
 BE1489'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1370 ***********************************************************************
 BE1370  DESIGNATION -  46 76 B03 RM 1
 BE1370  PID         -  BE1370
 BE1370  STATE/COUNTY-  FL/BAY
 BE1370  COUNTRY     -  US
 BE1370  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1370
 BE1370                         *CURRENT SURVEY CONTROL
 BE1370  ______________________________________________________________________
 BE1370* NAD 83(1986) POSITION- 30 15 24.44   (N) 085 57 46.39   (W)   HD_HELD1
 BE1370* NAVD 88 ORTHO HEIGHT -     8.047 (meters)       26.40  (feet) ADJUSTED
 BE1370  ______________________________________________________________________
 BE1370  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 BE1370  DYNAMIC HEIGHT  -          8.037 (meters)       26.37  (feet) COMP
 BE1370  MODELED GRAVITY -    979,328.5   (mgal)                       NAVD 88
 BE1370
 BE1370  VERT ORDER      -  SECOND    CLASS II
 BE1370
 BE1370.The horizontal coordinates were determined by differentially corrected
 BE1370.hand held GPS observations or other comparable positioning techniques
 BE1370.and have an estimated accuracy of +/- 3 meters.
 BE1370
 BE1370.The orthometric height was determined by differential leveling and
 BE1370.adjusted by the NATIONAL GEODETIC SURVEY
 BE1370.in June 1991.
 BE1370
 BE1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1370.GEOID18 height accuracy estimate available here.
 BE1370
 BE1370.Click photographs - Photos may exist for this station.
 BE1370
 BE1370.The dynamic height is computed by dividing the NAVD 88
 BE1370.geopotential number by the normal gravity value computed on the
 BE1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1370.degrees latitude (g = 980.6199 gals.).
 BE1370
 BE1370.The modeled gravity was interpolated from observed gravity values.
 BE1370
 BE1370;                    North         East    Units  Estimated Accuracy
 BE1370;SPC FL N     -   140,215.1     459,227.3     MT  (+/- 3 meters HH1 GPS) 
 BE1370
 BE1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9977147695(NAD 83)
 BE1370
 BE1370                          SUPERSEDED SURVEY CONTROL
 BE1370
 BE1370.No superseded survey control is available for this station.
 BE1370
 BE1370_MARKER: DD = SURVEY DISK
 BE1370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1370_STAMPING: 46 76 B03 RM NO 1
 BE1370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1370+STABILITY: SURFACE MOTION
 BE1370
 BE1370  HISTORY     - Date     Condition        Report By
 BE1370  HISTORY     - 1976     MONUMENTED       FLDT
 BE1370  HISTORY     - 1977     GOOD             FLDT
 BE1370
 BE1370                          STATION DESCRIPTION
 BE1370
 BE1370'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1370'5.0 MI NW FROM PANAMA CITY BEACH.
 BE1370'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1370'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1370'U.S. ROUTE 98 FOR ABOUT 5.0 MILES TO THE ENTRANCE TO SUNNYSIDE
 BE1370'CONDOMINIUMS AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH
 BE1370'X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 49.0
 BE1370'FEET SOUTH OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND A
 BE1370'TENNIS COURT, 48.6 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 1.1
 BE1370'FEET NORTHEAST OF A METAL WITNESS POST.  SECTION 5, T 3S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1451 ***********************************************************************
 BE1451  DESIGNATION -  46 76 B03 RM 2
 BE1451  PID         -  BE1451
 BE1451  STATE/COUNTY-  FL/BAY
 BE1451  COUNTRY     -  US
 BE1451  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1451
 BE1451                         *CURRENT SURVEY CONTROL
 BE1451  ______________________________________________________________________
 BE1451* NAD 83(1986) POSITION- 30 15 24.75   (N) 085 57 47.23   (W)   HD_HELD1
 BE1451* NAVD 88 ORTHO HEIGHT -     7.951 (meters)       26.09  (feet) ADJUSTED
 BE1451  ______________________________________________________________________
 BE1451  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 BE1451  DYNAMIC HEIGHT  -          7.940 (meters)       26.05  (feet) COMP
 BE1451  MODELED GRAVITY -    979,328.5   (mgal)                       NAVD 88
 BE1451
 BE1451  VERT ORDER      -  SECOND    CLASS II
 BE1451
 BE1451.The horizontal coordinates were determined by differentially corrected
 BE1451.hand held GPS observations or other comparable positioning techniques
 BE1451.and have an estimated accuracy of +/- 3 meters.
 BE1451
 BE1451.The orthometric height was determined by differential leveling and
 BE1451.adjusted by the NATIONAL GEODETIC SURVEY
 BE1451.in June 1991.
 BE1451
 BE1451.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1451.GEOID18 height accuracy estimate available here.
 BE1451
 BE1451.Click photographs - Photos may exist for this station.
 BE1451
 BE1451.The dynamic height is computed by dividing the NAVD 88
 BE1451.geopotential number by the normal gravity value computed on the
 BE1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1451.degrees latitude (g = 980.6199 gals.).
 BE1451
 BE1451.The modeled gravity was interpolated from observed gravity values.
 BE1451
 BE1451;                    North         East    Units  Estimated Accuracy
 BE1451;SPC FL N     -   140,224.9     459,205.0     MT  (+/- 3 meters HH1 GPS) 
 BE1451
 BE1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9974847704(NAD 83)
 BE1451
 BE1451                          SUPERSEDED SURVEY CONTROL
 BE1451
 BE1451.No superseded survey control is available for this station.
 BE1451
 BE1451_MARKER: DD = SURVEY DISK
 BE1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1451_STAMPING: 46 76 B03 RM NO 2
 BE1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1451+STABILITY: SURFACE MOTION
 BE1451
 BE1451  HISTORY     - Date     Condition        Report By
 BE1451  HISTORY     - 1976     MONUMENTED       FLDT
 BE1451  HISTORY     - 1977     GOOD             FLDT
 BE1451
 BE1451                          STATION DESCRIPTION
 BE1451
 BE1451'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1451'5.0 MI NW FROM PANAMA CITY BEACH.
 BE1451'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1451'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1451'U.S. ROUTE 98 FOR ABOUT 5.0 MILES TO THE ENTRANCE TO SUNNYSIDE
 BE1451'CONDOMINIUMS AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH
 BE1451'X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND. IT IS 47.0
 BE1451'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 28.0 FEET SOUTHEAST OF
 BE1451'CENTER OF THE ENTRANCE DRIVE TO CONDOMINIUMS, 11.3 FEET SOUTHEAST OF A
 BE1451'POWER POLE AND 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST.  SECTION 5,
 BE1451'T 3S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1490 ***********************************************************************
 BE1490  DESIGNATION -  46 76 B04
 BE1490  PID         -  BE1490
 BE1490  STATE/COUNTY-  FL/BAY
 BE1490  COUNTRY     -  US
 BE1490  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1490
 BE1490                         *CURRENT SURVEY CONTROL
 BE1490  ______________________________________________________________________
 BE1490* NAD 83(1990) POSITION- 30 15 16.87428(N) 085 57 27.83056(W)   ADJUSTED
 BE1490* NAVD 88 ORTHO HEIGHT -     9.092 (meters)       29.83  (feet) ADJUSTED
 BE1490  ______________________________________________________________________
 BE1490  GEOID HEIGHT    -        -27.637 (meters)                     GEOID18
 BE1490  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 BE1490  DYNAMIC HEIGHT  -          9.080 (meters)       29.79  (feet) COMP
 BE1490  MODELED GRAVITY -    979,328.3   (mgal)                       NAVD 88
 BE1490
 BE1490  HORZ ORDER      -  SECOND
 BE1490  VERT ORDER      -  SECOND    CLASS II
 BE1490
 BE1490.The horizontal coordinates were established by classical geodetic methods
 BE1490.and adjusted by the National Geodetic Survey in May 1991.
 BE1490
 BE1490.The orthometric height was determined by differential leveling and
 BE1490.adjusted by the NATIONAL GEODETIC SURVEY
 BE1490.in June 1991.
 BE1490
 BE1490.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1490.GEOID18 height accuracy estimate available here.
 BE1490
 BE1490.Click photographs - Photos may exist for this station.
 BE1490
 BE1490.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1490
 BE1490.The dynamic height is computed by dividing the NAVD 88
 BE1490.geopotential number by the normal gravity value computed on the
 BE1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1490.degrees latitude (g = 980.6199 gals.).
 BE1490
 BE1490.The modeled gravity was interpolated from observed gravity values.
 BE1490
 BE1490. The following values were computed from the NAD 83(1990) position.
 BE1490
 BE1490;                    North         East     Units Scale Factor Converg.
 BE1490;SPC FL N     -   139,975.816   459,720.419   MT  0.99994959   -0 43 57.2
 BE1490;SPC FL N     -   459,237.32  1,508,266.07   sFT  0.99994959   -0 43 57.2
 BE1490;UTM  16      - 3,347,466.856   600,269.523   MT  0.99972403   +0 31 30.7
 BE1490
 BE1490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1490!SPC FL N     -   1.00000291  x   0.99994959  =   0.99995250
 BE1490!UTM  16      -   1.00000291  x   0.99972403  =   0.99972694
 BE1490
 BE1490:                Primary Azimuth Mark                     Grid Az
 BE1490:SPC FL N     -  46 76 B03                                295 33 30.9
 BE1490:UTM  16      -  46 76 B03                                294 18 03.0
 BE1490
 BE1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0026947466(NAD 83)
 BE1490
 BE1490|---------------------------------------------------------------------|
 BE1490| PID    Reference Object                     Distance      Geod. Az  |
 BE1490|                                                           dddmmss.s |
 BE1490| BE1371 46 76 B04 RM 1                       10.704 METERS 09748     |
 BE1490| BE1489 46 76 B03                           APPROX. 0.6 KM 2944933.7 |
 BE1490| BE1452 46 76 B04 RM 2                       14.664 METERS 31120     |
 BE1490|---------------------------------------------------------------------|
 BE1490
 BE1490                          SUPERSEDED SURVEY CONTROL
 BE1490
 BE1490  NAD 83(1986)-  30 15 16.88576(N)    085 57 27.83956(W) AD(       ) 2
 BE1490  NAD 27      -  30 15 16.15816(N)    085 57 28.06693(W) AD(       ) 2
 BE1490  NGVD 29 (07/19/86)    9.23   (m)           30.3    (f) LEVELING    3  
 BE1490
 BE1490.Superseded values are not recommended for survey control.
 BE1490
 BE1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1490.See file dsdata.pdf to determine how the superseded data were derived.
 BE1490
 BE1490_MARKER: DD = SURVEY DISK
 BE1490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1490_STAMPING: 46 76 B04
 BE1490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1490+STABILITY: SURFACE MOTION
 BE1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1490+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 BE1490
 BE1490  HISTORY     - Date     Condition        Report By
 BE1490  HISTORY     - 1976     MONUMENTED       FLDT
 BE1490  HISTORY     - 1977     GOOD             FLDT
 BE1490  HISTORY     - 20070913 GOOD             FLDT
 BE1490
 BE1490                          STATION DESCRIPTION
 BE1490
 BE1490'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1490'STATION IS LOCATED ABOUT 19 MILES WEST-SOUTHWEST OF SOUTHPORT,
 BE1490'ABOUT 18-1/2 MILES NORTHWEST OF PANAMA CITY AND ABOUT 15 MILES
 BE1490'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF
 BE1490'U.S. ROUTE 98.
 BE1490'
 BE1490'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1490'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1490'U.S. ROUTE 98.  TURN RIGHT AND GO NORTHWEST ON U.S. ROUTE 98 FOR
 BE1490'4.5 MILES TO KELLY STREET AND STATION ON THE RIGHT.
 BE1490'
 BE1490'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1490'BRASS DISK, STAMPED 46 76 B04, SET IN THE TOP OF A ROUND CONCRETE
 BE1490'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 11.1 FEET SOUTHWEST OF
 BE1490'A METAL WITNESS POST, 38.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE
 BE1490'98, 62.0 FEET WEST OF SOUTHWEST CORNER OF A CONCRETE BLOCK HOUSE
 BE1490'AND 100.3 FEET SOUTHEAST OF CENTER OF KELLY STREET.
 BE1490'
 BE1490'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1490'TRANSPORTATION BRASS DISK, STAMPED 46 76 B04 RM NO1, SET IN THE
 BE1490'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1490'GROUND.  IT IS 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, 50.3
 BE1490'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 29.0 FEET
 BE1490'WEST-SOUTHWEST OF SOUTHWEST CORNER OF A CONCRETE BLOCK HOUSE.
 BE1490'
 BE1490'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1490'TRANSPORTATION BRASS DISK, STAMPED 46 76 B04 RM NO2, SET IN THE
 BE1490'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1490'GROUND.  IT IS 1.6 FEET SOUTHWEST OF A METAL WITNESS POST, 49.9
 BE1490'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 60.0 FEET SOUTHEAST
 BE1490'OF CENTER OF KELLY STREET.
 BE1490
 BE1490                          STATION RECOVERY (1977)
 BE1490
 BE1490'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1490'4.6 MI NW FROM PANAMA CITY BEACH.
 BE1490'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1490'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1490'U.S. ROUTE 98 FOR ABOUT 4.6 MILES TO THE JUNCTION OF KELLY STREET AND
 BE1490'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2
 BE1490'INCHES BELOW GROUND.  IT IS 100.3 FEET SOUTHEAST OF CENTER OF KELLY
 BE1490'STREET, 62.0 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 BE1490'HOUSE, 38.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 11.1 FEET
 BE1490'SOUTHWEST OF A METAL WITNESS POST.  SECTION 4, T 3S, R 17W.
 BE1490
 BE1490                          STATION RECOVERY (2007)
 BE1490
 BE1490'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2007 (WTS)
 BE1490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1371 ***********************************************************************
 BE1371  DESIGNATION -  46 76 B04 RM 1
 BE1371  PID         -  BE1371
 BE1371  STATE/COUNTY-  FL/BAY
 BE1371  COUNTRY     -  US
 BE1371  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1371
 BE1371                         *CURRENT SURVEY CONTROL
 BE1371  ______________________________________________________________________
 BE1371* NAD 83(1986) POSITION- 30 15 16.83   (N) 085 57 27.43   (W)   HD_HELD1
 BE1371* NAVD 88 ORTHO HEIGHT -     9.285 (meters)       30.46  (feet) ADJUSTED
 BE1371  ______________________________________________________________________
 BE1371  GEOID HEIGHT    -        -27.637 (meters)                     GEOID18
 BE1371  DYNAMIC HEIGHT  -          9.273 (meters)       30.42  (feet) COMP
 BE1371  MODELED GRAVITY -    979,328.3   (mgal)                       NAVD 88
 BE1371
 BE1371  VERT ORDER      -  SECOND    CLASS II
 BE1371
 BE1371.The horizontal coordinates were determined by differentially corrected
 BE1371.hand held GPS observations or other comparable positioning techniques
 BE1371.and have an estimated accuracy of +/- 3 meters.
 BE1371
 BE1371.The orthometric height was determined by differential leveling and
 BE1371.adjusted by the NATIONAL GEODETIC SURVEY
 BE1371.in June 1991.
 BE1371
 BE1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1371.GEOID18 height accuracy estimate available here.
 BE1371
 BE1371.Click photographs - Photos may exist for this station.
 BE1371
 BE1371.The dynamic height is computed by dividing the NAVD 88
 BE1371.geopotential number by the normal gravity value computed on the
 BE1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1371.degrees latitude (g = 980.6199 gals.).
 BE1371
 BE1371.The modeled gravity was interpolated from observed gravity values.
 BE1371
 BE1371;                    North         East    Units  Estimated Accuracy
 BE1371;SPC FL N     -   139,974.3     459,731.1     MT  (+/- 3 meters HH1 GPS) 
 BE1371
 BE1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0028047465(NAD 83)
 BE1371
 BE1371                          SUPERSEDED SURVEY CONTROL
 BE1371
 BE1371.No superseded survey control is available for this station.
 BE1371
 BE1371_MARKER: DD = SURVEY DISK
 BE1371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1371_STAMPING: 46 76 B04 RM NO 1
 BE1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1371+STABILITY: SURFACE MOTION
 BE1371
 BE1371  HISTORY     - Date     Condition        Report By
 BE1371  HISTORY     - 1976     MONUMENTED       FLDT
 BE1371  HISTORY     - 1977     GOOD             FLDT
 BE1371
 BE1371                          STATION DESCRIPTION
 BE1371
 BE1371'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1371'4.6 MI NW FROM PANAMA CITY BEACH.
 BE1371'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1371'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1371'U.S. ROUTE 98 FOR ABOUT 4.6 MILES TO THE JUNCTION OF KELLY STREET AND
 BE1371'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1371'CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 50.3 FEET NORTHEAST OF
 BE1371'CENTER OF U.S. ROUTE 98, 29.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 BE1371'CORNER OF A CONCRETE BLOCK HOUSE AND 1.6 FEET SOUTHWEST OF A METAL
 BE1371'WITNESS POST.  SECTION 4, T 3S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1452 ***********************************************************************
 BE1452  DESIGNATION -  46 76 B04 RM 2
 BE1452  PID         -  BE1452
 BE1452  STATE/COUNTY-  FL/BAY
 BE1452  COUNTRY     -  US
 BE1452  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1452
 BE1452                         *CURRENT SURVEY CONTROL
 BE1452  ______________________________________________________________________
 BE1452* NAD 83(1986) POSITION- 30 15 17.19   (N) 085 57 28.24   (W)   HD_HELD1
 BE1452* NAVD 88 ORTHO HEIGHT -     9.098 (meters)       29.85  (feet) ADJUSTED
 BE1452  ______________________________________________________________________
 BE1452  GEOID HEIGHT    -        -27.637 (meters)                     GEOID18
 BE1452  DYNAMIC HEIGHT  -          9.086 (meters)       29.81  (feet) COMP
 BE1452  MODELED GRAVITY -    979,328.3   (mgal)                       NAVD 88
 BE1452
 BE1452  VERT ORDER      -  SECOND    CLASS II
 BE1452
 BE1452.The horizontal coordinates were determined by differentially corrected
 BE1452.hand held GPS observations or other comparable positioning techniques
 BE1452.and have an estimated accuracy of +/- 3 meters.
 BE1452
 BE1452.The orthometric height was determined by differential leveling and
 BE1452.adjusted by the NATIONAL GEODETIC SURVEY
 BE1452.in June 1991.
 BE1452
 BE1452.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1452.GEOID18 height accuracy estimate available here.
 BE1452
 BE1452.Click photographs - Photos may exist for this station.
 BE1452
 BE1452.The dynamic height is computed by dividing the NAVD 88
 BE1452.geopotential number by the normal gravity value computed on the
 BE1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1452.degrees latitude (g = 980.6199 gals.).
 BE1452
 BE1452.The modeled gravity was interpolated from observed gravity values.
 BE1452
 BE1452;                    North         East    Units  Estimated Accuracy
 BE1452;SPC FL N     -   139,985.7     459,709.6     MT  (+/- 3 meters HH1 GPS) 
 BE1452
 BE1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0025847476(NAD 83)
 BE1452
 BE1452                          SUPERSEDED SURVEY CONTROL
 BE1452
 BE1452.No superseded survey control is available for this station.
 BE1452
 BE1452_MARKER: DD = SURVEY DISK
 BE1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1452_STAMPING: 46 76 B04 RM NO 2
 BE1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1452+STABILITY: SURFACE MOTION
 BE1452
 BE1452  HISTORY     - Date     Condition        Report By
 BE1452  HISTORY     - 1976     MONUMENTED       FLDT
 BE1452  HISTORY     - 1977     GOOD             FLDT
 BE1452
 BE1452                          STATION DESCRIPTION
 BE1452
 BE1452'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1452'4.65 MI NW FROM PANAMA CITY BEACH.
 BE1452'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1452'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1452'U.S. ROUTE 98 FOR ABOUT 4.6 MILES TO THE JUNCTION OF KELLY STREET AND
 BE1452'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1452'CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 60.0 FEET SOUTHEAST OF
 BE1452'CENTER OF KELLY STREET, 49.9 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98
 BE1452'AND 1.6 FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 4, T 3S, R
 BE1452'17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1492 ***********************************************************************
 BE1492  DESIGNATION -  46 76 B05
 BE1492  PID         -  BE1492
 BE1492  STATE/COUNTY-  FL/BAY
 BE1492  COUNTRY     -  US
 BE1492  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1492
 BE1492                         *CURRENT SURVEY CONTROL
 BE1492  ______________________________________________________________________
 BE1492* NAD 83(1990) POSITION- 30 14 51.98833(N) 085 56 32.61358(W)   ADJUSTED
 BE1492* NAVD 88 ORTHO HEIGHT -     3.830 (meters)       12.57  (feet) ADJUSTED
 BE1492  ______________________________________________________________________
 BE1492  GEOID HEIGHT    -        -27.640 (meters)                     GEOID18
 BE1492  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 BE1492  DYNAMIC HEIGHT  -          3.825 (meters)       12.55  (feet) COMP
 BE1492  MODELED GRAVITY -    979,327.7   (mgal)                       NAVD 88
 BE1492
 BE1492  HORZ ORDER      -  SECOND
 BE1492  VERT ORDER      -  SECOND    CLASS II
 BE1492
 BE1492.The horizontal coordinates were established by classical geodetic methods
 BE1492.and adjusted by the National Geodetic Survey in May 1991.
 BE1492
 BE1492.The orthometric height was determined by differential leveling and
 BE1492.adjusted by the NATIONAL GEODETIC SURVEY
 BE1492.in June 1991.
 BE1492
 BE1492.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1492.GEOID18 height accuracy estimate available here.
 BE1492
 BE1492.Click photographs - Photos may exist for this station.
 BE1492
 BE1492.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1492
 BE1492.The dynamic height is computed by dividing the NAVD 88
 BE1492.geopotential number by the normal gravity value computed on the
 BE1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1492.degrees latitude (g = 980.6199 gals.).
 BE1492
 BE1492.The modeled gravity was interpolated from observed gravity values.
 BE1492
 BE1492. The following values were computed from the NAD 83(1990) position.
 BE1492
 BE1492;                    North         East     Units Scale Factor Converg.
 BE1492;SPC FL N     -   139,190.818   461,186.649   MT  0.99994942   -0 43 29.4
 BE1492;SPC FL N     -   456,661.88  1,513,076.53   sFT  0.99994942   -0 43 29.4
 BE1492;UTM  16      - 3,346,714.398   601,752.298   MT  0.99972773   +0 31 58.1
 BE1492
 BE1492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1492!SPC FL N     -   1.00000374  x   0.99994942  =   0.99995316
 BE1492!UTM  16      -   1.00000374  x   0.99972773  =   0.99973147
 BE1492
 BE1492:                Primary Azimuth Mark                     Grid Az
 BE1492:SPC FL N     -  46 76 B05 AZ MK                          119 13 22.0
 BE1492:UTM  16      -  46 76 B05 AZ MK                          117 57 54.5
 BE1492
 BE1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0175246714(NAD 83)
 BE1492
 BE1492|---------------------------------------------------------------------|
 BE1492| PID    Reference Object                     Distance      Geod. Az  |
 BE1492|                                                           dddmmss.s |
 BE1492| BE1373 46 76 B05 RM 1                       14.807 METERS 09954     |
 BE1492| BE1406 46 76 B05 AZ MK                     APPROX. 0.9 KM 1182952.6 |
 BE1492| BE1453 46 76 B05 RM 2                       19.397 METERS 30838     |
 BE1492|---------------------------------------------------------------------|
 BE1492
 BE1492                          SUPERSEDED SURVEY CONTROL
 BE1492
 BE1492  NAD 83(1986)-  30 14 51.99971(N)    085 56 32.62261(W) AD(       ) 2
 BE1492  NAD 27      -  30 14 51.27155(N)    085 56 32.85129(W) AD(       ) 2
 BE1492  NGVD 29 (07/19/86)    3.97   (m)           13.0    (f) LEVELING    3  
 BE1492
 BE1492.Superseded values are not recommended for survey control.
 BE1492
 BE1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1492.See file dsdata.pdf to determine how the superseded data were derived.
 BE1492
 BE1492_MARKER: DD = SURVEY DISK
 BE1492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1492_STAMPING: 46 76 B05
 BE1492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1492+STABILITY: SURFACE MOTION
 BE1492
 BE1492  HISTORY     - Date     Condition        Report By
 BE1492  HISTORY     - 1976     MONUMENTED       FLDT
 BE1492  HISTORY     - 1977     GOOD             FLDT
 BE1492
 BE1492                          STATION DESCRIPTION
 BE1492
 BE1492'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1492'STATION IS LOCATED ABOUT 17-1/2 MILES WEST-SOUTHWEST OF SOUTHPORT,
 BE1492'ABOUT 17-1/2 MILES NORTHWEST OF PANAMA CITY AND ABOUT 14 MILES
 BE1492'NORTHWEST OF ST. ANDREWS STATE PARK ON THE NORTHEAST SIDE OF
 BE1492'U.S. ROUTE 98.
 BE1492'
 BE1492'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1492'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1492'U.S. ROUTE 98.  TURN RIGHT AND GO NORTHWEST ON U.S. ROUTE 98 FOR
 BE1492'3.5 MILES TO THE MOST SOUTHEAST ONE OF TWO BELAIRE DRIVES AND
 BE1492'STATION ON THE RIGHT.
 BE1492'
 BE1492'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1492'BRASS DISK, STAMPED 46 76 B05, SET IN THE TOP OF A ROUND CONCRETE
 BE1492'MONUMENT 4 INCHES BELOW THE GROUND.  IT IS 11.6 FEET SOUTHWEST
 BE1492'OF AN UNDERGROUND CABLE MARKER, 11.7 FEET SOUTHWEST OF A METAL
 BE1492'WITNESS POST, 32.8 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98,
 BE1492'59.0 FEET NORTHWEST OF A POWERLINE POLE 54441-45666, 79.0 FEET
 BE1492'SOUTHEAST OF CENTER OF BELAIRE DRIVE AND 82.3 FEET
 BE1492'WEST-NORTHWEST OF SOUTHWEST CORNER OF MILLERS GROCERY STORE.
 BE1492'
 BE1492'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1492'TRANSPORTATION BRASS DISK, STAMPED 46 76 B05 RM NO1, SET IN THE
 BE1492'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1492'GROUND.  IT IS 1.4 FEET SOUTHWEST OF A METAL WITNESS POST, 11.5
 BE1492'FEET NORTHWEST OF A POWERLINE POLE 54441-45666, 33.8 FEET
 BE1492'WEST-NORTHWEST OF SOUTHWEST CORNER OF MILLERS GROCERY STORE AND
 BE1492'47.6 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98.
 BE1492'
 BE1492'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1492'TRANSPORTATION BRASS DISK, STAMPED 46 76 B05 RM NO2, SET IN THE
 BE1492'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1492'GROUND.  IT IS 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, 7.4
 BE1492'FEET SOUTHEAST OF A POWERLINE POLE, 24.0 FEET EAST OF CENTER OF
 BE1492'BELAIRE DRIVE AND 45.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE
 BE1492'98.
 BE1492'
 BE1492'AZIMUTH MARK TO REACH FROM STATION.  GO SOUTHEAST ON U.S. ROUTE
 BE1492'98 FOR 0.5 MILE TO 15TH STREET AND AZIMUTH ON THE RIGHT.  AZIMUTH
 BE1492'MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS
 BE1492'DISK, STAMPED 46 76 B05 AZ MK, SET IN THE TOP OF A 4 INCH X 4
 BE1492'INCH CONCRETE MONUMENT 3 INCHES BELOW THE GROUND.  IT IS 1.8 FEET
 BE1492'SOUTHEAST OF SOUTHEAST EDGE OF A CONCRETE DRIVE, 21.0 FEET
 BE1492'SOUTHWEST OF CENTER OF U.S. ROUTE 98, 34.5 FEET NORTHWEST OF
 BE1492'A POWERLINE BRACE POLE AND 145.0 FEET SOUTHEAST OF CENTER OF
 BE1492'INTERSECTION OF U.S. ROUTE 98 AND 15TH STREET.
 BE1492
 BE1492                          STATION RECOVERY (1977)
 BE1492
 BE1492'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1492'3.5 MI NW FROM PANAMA CITY BEACH.
 BE1492'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1492'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY.  GO NORTHWEST ON U.S.
 BE1492'ROUTE 98 FOR ABOUT 3.5 MILES TO THE JUNCTION OF THE MOST SOUTHEASTERLY
 BE1492'ONE OF TWO BELAIRE DRIVES AND STATION.  WHICH IS SET IN THE TOP OF A
 BE1492'ROUND CONCRETE MONUMENT 4 INCHES BELOW GROUND.  IT IS 82.3 FEET
 BE1492'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF MILLERS GROCERY STORE
 BE1492'BUILDING, 79.0 FEET SOUTHEAST OF CENTER OF BELAIRE DRIVE, 59.0 FEET
 BE1492'NORTHWEST OF POWER POLE NO. 54441-45666, 32.8 FEET NORTHEAST OF CENTER
 BE1492'OF U.S. ROUTE 98, 11.7 FEET SOUTHWEST OF A METAL WITNESS POST AND 11.6
 BE1492'FEET SOUTHWEST OF AN UNDERGROUND CABLE MARKER POST.  SECTION 10, T 3S,
 BE1492'R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1406 ***********************************************************************
 BE1406  DESIGNATION -  46 76 B05 AZ MK
 BE1406  PID         -  BE1406
 BE1406  STATE/COUNTY-  FL/BAY
 BE1406  COUNTRY     -  US
 BE1406  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1406
 BE1406                         *CURRENT SURVEY CONTROL
 BE1406  ______________________________________________________________________
 BE1406* NAD 83(1990) POSITION- 30 14 38.80977(N) 085 56 04.65741(W)   NO CHECK
 BE1406* NAVD 88 ORTHO HEIGHT -     5.200 (meters)       17.06  (feet) ADJUSTED
 BE1406  ______________________________________________________________________
 BE1406  GEOID HEIGHT    -        -27.641 (meters)                     GEOID18
 BE1406  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 BE1406  DYNAMIC HEIGHT  -          5.193 (meters)       17.04  (feet) COMP
 BE1406  MODELED GRAVITY -    979,327.5   (mgal)                       NAVD 88
 BE1406
 BE1406  HORZ ORDER      -  THIRD
 BE1406  VERT ORDER      -  FIRST     CLASS II
 BE1406
 BE1406.The horizontal coordinates were established by classical geodetic methods
 BE1406.and adjusted by the National Geodetic Survey in May 1991.
 BE1406
 BE1406.No horizontal observational check was made to the station.
 BE1406
 BE1406.The orthometric height was determined by differential leveling and
 BE1406.adjusted by the NATIONAL GEODETIC SURVEY
 BE1406.in October 2018.
 BE1406
 BE1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1406.GEOID18 height accuracy estimate available here.
 BE1406
 BE1406.Click photographs - Photos may exist for this station.
 BE1406
 BE1406.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1406
 BE1406.The dynamic height is computed by dividing the NAVD 88
 BE1406.geopotential number by the normal gravity value computed on the
 BE1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1406.degrees latitude (g = 980.6199 gals.).
 BE1406
 BE1406.The modeled gravity was interpolated from observed gravity values.
 BE1406
 BE1406. The following values were computed from the NAD 83(1990) position.
 BE1406
 BE1406;                    North         East     Units Scale Factor Converg.
 BE1406;SPC FL N     -   138,775.628   461,928.852   MT  0.99994933   -0 43 15.4
 BE1406;SPC FL N     -   455,299.71  1,515,511.58   sFT  0.99994933   -0 43 15.4
 BE1406;UTM  16      - 3,346,315.685   602,503.269   MT  0.99972962   +0 32 12.0
 BE1406
 BE1406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1406!SPC FL N     -   1.00000352  x   0.99994933  =   0.99995285
 BE1406!UTM  16      -   1.00000352  x   0.99972962  =   0.99973314
 BE1406
 BE1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0250346315(NAD 83)
 BE1406
 BE1406                          SUPERSEDED SURVEY CONTROL
 BE1406
 BE1406  NAD 83(1986)-  30 14 38.82111(N)    085 56 04.66647(W) AD(       ) 3
 BE1406  NAD 27      -  30 14 38.09270(N)    085 56 04.89581(W) AD(       ) 3
 BE1406  NAVD 88 (06/15/91)    5.237  (m)           17.18   (f) SUPERSEDED  2 2
 BE1406  NGVD 29 (07/19/86)    5.37   (m)           17.6    (f) LEVELING    3  
 BE1406
 BE1406.Superseded values are not recommended for survey control.
 BE1406
 BE1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1406.See file dsdata.pdf to determine how the superseded data were derived.
 BE1406
 BE1406_MARKER: DD = SURVEY DISK
 BE1406_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BE1406_STAMPING: 46 76 B05 AZ MK
 BE1406_MARK LOGO: FLDT
 BE1406_PROJECTION: RECESSED 10 CENTIMETERS
 BE1406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE1406+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2016
 BE1406
 BE1406  HISTORY     - Date     Condition        Report By
 BE1406  HISTORY     - 1976     MONUMENTED       FLDT
 BE1406  HISTORY     - 1977     GOOD             FLDT
 BE1406  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 BE1406  HISTORY     - 20070913 GOOD             FLDT
 BE1406  HISTORY     - 20161129 GOOD             FLDEP
 BE1406
 BE1406                          STATION DESCRIPTION
 BE1406
 BE1406'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1406'MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION BRASS
 BE1406'DISK, STAMPED 46 76 B05 AZ MK, SET IN THE TOP OF A 4 X 4 INCH
 BE1406'CONCRETE MONUMENT THREE INCHES BELOW THE GROUND.  IT IS 1.8 FEET
 BE1406'SOUTHEAST OF SOUTHEAST EDGE OF A CONCRETE DRIVE, 21.0 FEET
 BE1406'SOUTHWEST OF CENTER OF U.S. ROUTE 98, 34.5 FEET NORTHWEST OF A
 BE1406'POWERLINE BRACE POLE AND 145.0 FEET SOUTHEAST OF THE CENTER OF
 BE1406'INTERSECTION OF U.S. ROUTE 98 AND 15TH STREET.
 BE1406
 BE1406                          STATION RECOVERY (1977)
 BE1406
 BE1406'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1406'3.0 MI NW FROM PANAMA CITY BEACH.
 BE1406'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1406'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1406'U.S. ROUTE 98 FOR ABOUT 3.0 MILE TO THE JUNCTION OF 15TH STREET AND
 BE1406'AZIMUTH MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1406'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 145.0 FEET SOUTHEAST
 BE1406'OF CENTER OF THE JUNCTION OF U.S. ROUTE 98 AND 15 TH STREET, 34.5 FEET
 BE1406'NORTHWEST OF A POWERLINE BRACE POLE, 21.0 FEET SOUTHWEST OF CENTER OF
 BE1406'U.S. ROUTE 98 AND 1.8 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A
 BE1406'CONCRETE DRIVE LEADING SOUTHWEST.  SECTION 10, T 3S, R 17W.
 BE1406
 BE1406                          STATION RECOVERY (1995)
 BE1406
 BE1406'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE1406'MARK NOT FOUND.
 BE1406
 BE1406                          STATION RECOVERY (2007)
 BE1406
 BE1406'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2007 (WTS)
 BE1406'RECOVERED IN GOOD CONDITION.
 BE1406
 BE1406                          STATION RECOVERY (2016)
 BE1406
 BE1406'RECOVERY NOTE BY FL DEPT OF ENV PRO 2016 (MAH)
 BE1406'RECOVERED IN GOOD CONDITION.
 BE1406'
 BE1406'NOTE-WITH THIS ADDITION, LOCATED AT 20113 FRONT BEACH ROAD (STATE ROAD
 BE1406'30).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1373 ***********************************************************************
 BE1373  DESIGNATION -  46 76 B05 RM 1
 BE1373  PID         -  BE1373
 BE1373  STATE/COUNTY-  FL/BAY
 BE1373  COUNTRY     -  US
 BE1373  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1373
 BE1373                         *CURRENT SURVEY CONTROL
 BE1373  ______________________________________________________________________
 BE1373* NAD 83(1986) POSITION- 30 14 51.91   (N) 085 56 32.07   (W)   HD_HELD1
 BE1373* NAVD 88 ORTHO HEIGHT -     4.479 (meters)       14.69  (feet) ADJUSTED
 BE1373  ______________________________________________________________________
 BE1373  GEOID HEIGHT    -        -27.640 (meters)                     GEOID18
 BE1373  DYNAMIC HEIGHT  -          4.473 (meters)       14.68  (feet) COMP
 BE1373  MODELED GRAVITY -    979,327.7   (mgal)                       NAVD 88
 BE1373
 BE1373  VERT ORDER      -  SECOND    CLASS II
 BE1373
 BE1373.The horizontal coordinates were determined by differentially corrected
 BE1373.hand held GPS observations or other comparable positioning techniques
 BE1373.and have an estimated accuracy of +/- 3 meters.
 BE1373
 BE1373.The orthometric height was determined by differential leveling and
 BE1373.adjusted by the NATIONAL GEODETIC SURVEY
 BE1373.in June 1991.
 BE1373
 BE1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1373.GEOID18 height accuracy estimate available here.
 BE1373
 BE1373.Click photographs - Photos may exist for this station.
 BE1373
 BE1373.The dynamic height is computed by dividing the NAVD 88
 BE1373.geopotential number by the normal gravity value computed on the
 BE1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1373.degrees latitude (g = 980.6199 gals.).
 BE1373
 BE1373.The modeled gravity was interpolated from observed gravity values.
 BE1373
 BE1373;                    North         East    Units  Estimated Accuracy
 BE1373;SPC FL N     -   139,188.2     461,201.2     MT  (+/- 3 meters HH1 GPS) 
 BE1373
 BE1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0176646712(NAD 83)
 BE1373
 BE1373                          SUPERSEDED SURVEY CONTROL
 BE1373
 BE1373.No superseded survey control is available for this station.
 BE1373
 BE1373_MARKER: DD = SURVEY DISK
 BE1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1373_STAMPING: 46 76 B05 RM NO 1
 BE1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1373+STABILITY: SURFACE MOTION
 BE1373
 BE1373  HISTORY     - Date     Condition        Report By
 BE1373  HISTORY     - 1976     MONUMENTED       FLDT
 BE1373  HISTORY     - 1977     GOOD             FLDT
 BE1373
 BE1373                          STATION DESCRIPTION
 BE1373
 BE1373'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1373'3.5 MI NW FROM PANAMA CITY BEACH.
 BE1373'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1373'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1373'U.S. ROUTE 98, FOR ABOUT 3.5 MILES TO THE JUNCTION OF THE MOST
 BE1373'SOUTHEASTERLY ONE OF TWO BELAIRE DRIVES AND REFERENCE MARK.  WHICH IS
 BE1373'SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 BE1373'BELOW GROUND.  IT IS 47.6 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98,
 BE1373'33.8 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF MILLERS GROCERY
 BE1373'STORE BUILDING, 11.5 FEET NORTHWEST OF POWER POLE NO. 54441-45666 AND
 BE1373'1.4 FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 10, T 3S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1453 ***********************************************************************
 BE1453  DESIGNATION -  46 76 B05 RM 2
 BE1453  PID         -  BE1453
 BE1453  STATE/COUNTY-  FL/BAY
 BE1453  COUNTRY     -  US
 BE1453  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1453
 BE1453                         *CURRENT SURVEY CONTROL
 BE1453  ______________________________________________________________________
 BE1453* NAD 83(1986) POSITION- 30 14 52.38   (N) 085 56 33.18   (W)   HD_HELD1
 BE1453* NAVD 88 ORTHO HEIGHT -     4.020 (meters)       13.19  (feet) ADJUSTED
 BE1453  ______________________________________________________________________
 BE1453  GEOID HEIGHT    -        -27.640 (meters)                     GEOID18
 BE1453  DYNAMIC HEIGHT  -          4.015 (meters)       13.17  (feet) COMP
 BE1453  MODELED GRAVITY -    979,327.7   (mgal)                       NAVD 88
 BE1453
 BE1453  VERT ORDER      -  SECOND    CLASS II
 BE1453
 BE1453.The horizontal coordinates were determined by differentially corrected
 BE1453.hand held GPS observations or other comparable positioning techniques
 BE1453.and have an estimated accuracy of +/- 3 meters.
 BE1453
 BE1453.The orthometric height was determined by differential leveling and
 BE1453.adjusted by the NATIONAL GEODETIC SURVEY
 BE1453.in June 1991.
 BE1453
 BE1453.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1453.GEOID18 height accuracy estimate available here.
 BE1453
 BE1453.Click photographs - Photos may exist for this station.
 BE1453
 BE1453.The dynamic height is computed by dividing the NAVD 88
 BE1453.geopotential number by the normal gravity value computed on the
 BE1453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1453.degrees latitude (g = 980.6199 gals.).
 BE1453
 BE1453.The modeled gravity was interpolated from observed gravity values.
 BE1453
 BE1453;                    North         East    Units  Estimated Accuracy
 BE1453;SPC FL N     -   139,203.1     461,171.7     MT  (+/- 3 meters HH1 GPS) 
 BE1453
 BE1453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0173746726(NAD 83)
 BE1453
 BE1453                          SUPERSEDED SURVEY CONTROL
 BE1453
 BE1453.No superseded survey control is available for this station.
 BE1453
 BE1453_MARKER: DD = SURVEY DISK
 BE1453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1453_STAMPING: 46 76 B05 RM NO 2
 BE1453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1453+STABILITY: SURFACE MOTION
 BE1453
 BE1453  HISTORY     - Date     Condition        Report By
 BE1453  HISTORY     - 1976     MONUMENTED       FLDT
 BE1453  HISTORY     - 1977     GOOD             FLDT
 BE1453
 BE1453                          STATION DESCRIPTION
 BE1453
 BE1453'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1453'3.5 MI NW FROM PANAMA CITY BEACH.
 BE1453'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1453'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1453'U.S. ROUTE 98 FOR ABOUT 3.5 MILES TO THE JUNCTION OF THE MOST
 BE1453'SOUTHEASTERLY ONE OF TWO BELAIRE DRIVES AND REFERENCE MARK.  WHICH IS
 BE1453'SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 BE1453'BELOW GROUND.  IT IS 45.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98,
 BE1453'24.0 FEET EAST OF CENTER OF THE JUNCTION OF U.S. ROUTE 98 AND BELAIRE
 BE1453'DRIVE, 7.4 FEET SOUTHEAST OF A POWER POLE AND 1.5 FEET SOUTHWEST OF A
 BE1453'METAL WITNESS POST.  SECTION 10, T 3S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1493 ***********************************************************************
 BE1493  DESIGNATION -  46 76 B06
 BE1493  PID         -  BE1493
 BE1493  STATE/COUNTY-  FL/BAY
 BE1493  COUNTRY     -  US
 BE1493  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1493
 BE1493                         *CURRENT SURVEY CONTROL
 BE1493  ______________________________________________________________________
 BE1493* NAD 83(1990) POSITION- 30 14 25.64213(N) 085 55 35.65786(W)   ADJUSTED
 BE1493* NAVD 88 ORTHO HEIGHT -     7.208 (meters)       23.65  (feet) ADJUSTED
 BE1493  ______________________________________________________________________
 BE1493  GEOID HEIGHT    -        -27.643 (meters)                     GEOID18
 BE1493  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 BE1493  DYNAMIC HEIGHT  -          7.198 (meters)       23.62  (feet) COMP
 BE1493  MODELED GRAVITY -    979,327.2   (mgal)                       NAVD 88
 BE1493
 BE1493  HORZ ORDER      -  SECOND
 BE1493  VERT ORDER      -  SECOND    CLASS II
 BE1493
 BE1493.The horizontal coordinates were established by classical geodetic methods
 BE1493.and adjusted by the National Geodetic Survey in May 1991.
 BE1493
 BE1493.The orthometric height was determined by differential leveling and
 BE1493.adjusted by the NATIONAL GEODETIC SURVEY
 BE1493.in June 1991.
 BE1493
 BE1493.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1493.GEOID18 height accuracy estimate available here.
 BE1493
 BE1493.Click photographs - Photos may exist for this station.
 BE1493
 BE1493.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1493
 BE1493.The dynamic height is computed by dividing the NAVD 88
 BE1493.geopotential number by the normal gravity value computed on the
 BE1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1493.degrees latitude (g = 980.6199 gals.).
 BE1493
 BE1493.The modeled gravity was interpolated from observed gravity values.
 BE1493
 BE1493. The following values were computed from the NAD 83(1990) position.
 BE1493
 BE1493;                    North         East     Units Scale Factor Converg.
 BE1493;SPC FL N     -   138,360.475   462,699.008   MT  0.99994924   -0 43 00.8
 BE1493;SPC FL N     -   453,937.66  1,518,038.33   sFT  0.99994924   -0 43 00.8
 BE1493;UTM  16      - 3,345,917.622   603,282.180   MT  0.99973160   +0 32 26.4
 BE1493
 BE1493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1493!SPC FL N     -   1.00000321  x   0.99994924  =   0.99995245
 BE1493!UTM  16      -   1.00000321  x   0.99973160  =   0.99973481
 BE1493
 BE1493:                Primary Azimuth Mark                     Grid Az
 BE1493:SPC FL N     -  46 76 B05                                298 46 06.6
 BE1493:UTM  16      -  46 76 B05                                297 30 39.4
 BE1493
 BE1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0328245917(NAD 83)
 BE1493
 BE1493|---------------------------------------------------------------------|
 BE1493| PID    Reference Object                     Distance      Geod. Az  |
 BE1493|                                                           dddmmss.s |
 BE1493| BE1374 46 76 B06 RM 1                       13.967 METERS 14041     |
 BE1493| BE1454 46 76 B06 RM 2                       16.015 METERS 28229     |
 BE1493| BE1492 46 76 B05                           APPROX. 1.7 KM 2980305.8 |
 BE1493|---------------------------------------------------------------------|
 BE1493
 BE1493                          SUPERSEDED SURVEY CONTROL
 BE1493
 BE1493  NAD 83(1986)-  30 14 25.65339(N)    085 55 35.66689(W) AD(       ) 2
 BE1493  NAD 27      -  30 14 24.92474(N)    085 55 35.89682(W) AD(       ) 2
 BE1493  NGVD 29 (07/19/86)    7.34   (m)           24.1    (f) LEVELING    3  
 BE1493
 BE1493.Superseded values are not recommended for survey control.
 BE1493
 BE1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1493.See file dsdata.pdf to determine how the superseded data were derived.
 BE1493
 BE1493_MARKER: DD = SURVEY DISK
 BE1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1493_STAMPING: 46 76 B06
 BE1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1493+STABILITY: SURFACE MOTION
 BE1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE1493+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 BE1493
 BE1493  HISTORY     - Date     Condition        Report By
 BE1493  HISTORY     - 1976     MONUMENTED       FLDT
 BE1493  HISTORY     - 1977     GOOD             FLDT
 BE1493  HISTORY     - 20070913 GOOD             FLDT
 BE1493
 BE1493                          STATION DESCRIPTION
 BE1493
 BE1493'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1493'STATION IS LOCATED ABOUT 17 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1493'16-1/2 MILES NORTHWEST OF PANAMA CITY AND ABOUT 13 MILES NORTHWEST
 BE1493'OF ST. ANDREWS STATE PARK, ON THE SOUTHWEST SIDE OF U.S. ROUTE 98.
 BE1493'
 BE1493'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1493'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1493'U.S. ROUTE 98.  TURN RIGHT AND GO NORTHWEST ON U.S. ROUTE 98 FOR
 BE1493'2.4 MILES TO 8TH STREET AND STATION ON THE LEFT.
 BE1493'
 BE1493'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1493'BRASS DISK, STAMPED 46 76 B06, SET IN THE TOP OF A ROUND CONCRETE
 BE1493'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 15.8 FEET
 BE1493'NORTH-NORTHEAST OF A POWERLINE BRACE POLE, 16.3 FEET
 BE1493'NORTH-NORTHEAST OF A METAL WITNESS POST, 31.0 FEET
 BE1493'SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 37.0 FEET SOUTH
 BE1493'OF CENTER OF INTERSECTION OF U.S. ROUTE 98 AND 8TH STREET.
 BE1493'
 BE1493'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1493'TRANSPORTATION BRASS DISK, STAMPED 46 76 B06 RM NO1, SET IN THE
 BE1493'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1493'GROUND.  IT IS 1.0 FOOT NORTH-NORTHEAST OF A METAL WITNESS POST,
 BE1493'42.5 FEET SOUTHEAST OF A POWERLINE BRACE POLE, 50.0 FEET
 BE1493'SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 78.0 FEET
 BE1493'SOUTH-SOUTHEAST OF CENTER OF INTERSECTION OF U.S. ROUTE 98 AND
 BE1493'8TH STREET.
 BE1493'
 BE1493'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1493'TRANSPORTATION BRASS DISK, STAMPED 46 76 B06 RM NO2, SET IN THE
 BE1493'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 4 INCHES BELOW THE
 BE1493'GROUND.  IT IS 45.0 FEET SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE
 BE1493'98, 50.5 FEET WEST-NORTHWEST OF A POWERLINE BRACE POLE AND 56.0
 BE1493'FEET SOUTHWEST OF CENTER OF INTERSECTION OF U.S. ROUTE 98 AND
 BE1493'8TH STREET.
 BE1493
 BE1493                          STATION RECOVERY (1977)
 BE1493
 BE1493'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1493'2.5 MI NW FROM PANAMA CITY BEACH.
 BE1493'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1493'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO NORTHWEST ON U.S.
 BE1493'ROUTE 98 FOR ABOUT 2.5 MILES TO THE JUNCTION OF 8TH STREET AND
 BE1493'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2
 BE1493'INCHES BELOW GROUND.  IT IS 37.0 FEET SOUTH OF CENTER OF THE JUNCTION
 BE1493'OF U.S. ROUTE 98 AND 8TH STREET, 31.0 FEET SOUTH-SOUTHWEST OF CENTER
 BE1493'OF U.S. ROUTE 98, 16.3 FEET NORTH-NORTHEAST OF A METAL WITNESS POST
 BE1493'AND 15.8 FEET NORTH-NORTHEAST OF A POWERLINE BRACE POLE. SECTION 11, T
 BE1493'3S, R 17W.
 BE1493
 BE1493                          STATION RECOVERY (2007)
 BE1493
 BE1493'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2007 (WTS)
 BE1493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1374 ***********************************************************************
 BE1374  DESIGNATION -  46 76 B06 RM 1
 BE1374  PID         -  BE1374
 BE1374  STATE/COUNTY-  FL/BAY
 BE1374  COUNTRY     -  US
 BE1374  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1374
 BE1374                         *CURRENT SURVEY CONTROL
 BE1374  ______________________________________________________________________
 BE1374* NAD 83(1986) POSITION- 30 14 25.29   (N) 085 55 35.33   (W)   HD_HELD1
 BE1374* NAVD 88 ORTHO HEIGHT -     6.863 (meters)       22.52  (feet) ADJUSTED
 BE1374  ______________________________________________________________________
 BE1374  GEOID HEIGHT    -        -27.643 (meters)                     GEOID18
 BE1374  DYNAMIC HEIGHT  -          6.854 (meters)       22.49  (feet) COMP
 BE1374  MODELED GRAVITY -    979,327.2   (mgal)                       NAVD 88
 BE1374
 BE1374  VERT ORDER      -  SECOND    CLASS II
 BE1374
 BE1374.The horizontal coordinates were determined by differentially corrected
 BE1374.hand held GPS observations or other comparable positioning techniques
 BE1374.and have an estimated accuracy of +/- 3 meters.
 BE1374
 BE1374.The orthometric height was determined by differential leveling and
 BE1374.adjusted by the NATIONAL GEODETIC SURVEY
 BE1374.in June 1991.
 BE1374
 BE1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1374.GEOID18 height accuracy estimate available here.
 BE1374
 BE1374.Click photographs - Photos may exist for this station.
 BE1374
 BE1374.The dynamic height is computed by dividing the NAVD 88
 BE1374.geopotential number by the normal gravity value computed on the
 BE1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1374.degrees latitude (g = 980.6199 gals.).
 BE1374
 BE1374.The modeled gravity was interpolated from observed gravity values.
 BE1374
 BE1374;                    North         East    Units  Estimated Accuracy
 BE1374;SPC FL N     -   138,349.5     462,707.6     MT  (+/- 3 meters HH1 GPS) 
 BE1374
 BE1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0329145906(NAD 83)
 BE1374
 BE1374                          SUPERSEDED SURVEY CONTROL
 BE1374
 BE1374.No superseded survey control is available for this station.
 BE1374
 BE1374_MARKER: DD = SURVEY DISK
 BE1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1374_STAMPING: 46 76 B06 RM NO 1
 BE1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1374+STABILITY: SURFACE MOTION
 BE1374
 BE1374  HISTORY     - Date     Condition        Report By
 BE1374  HISTORY     - 1976     MONUMENTED       FLDT
 BE1374  HISTORY     - 1977     GOOD             FLDT
 BE1374
 BE1374                          STATION DESCRIPTION
 BE1374
 BE1374'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1374'2.5 MI NW FROM PANAMA CITY BEACH.
 BE1374'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1374'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO NORTHWEST ON U.S.
 BE1374'ROUTE 98 FOR ABOUT 2.5 MILES TO THE JUNCTION OF 8TH STREET AND
 BE1374'REFERENCE MARK, WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1374'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 78.0 FEET
 BE1374'SOUTH-SOUTHEAST OF CENTER OF THE JUNCTION OF U.S. ROUTE 98 AND 8TH
 BE1374'STREET, 50.0 FEET SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98, 42.5
 BE1374'FEET SOUTHEAST OF A POWERLINE BRACE POLE AND 1.0 FOOT NORTH-NORTHEAST
 BE1374'OF A METAL WITNESS POST.  SECTION 11, T 3S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1454 ***********************************************************************
 BE1454  DESIGNATION -  46 76 B06 RM 2
 BE1454  PID         -  BE1454
 BE1454  STATE/COUNTY-  FL/BAY
 BE1454  COUNTRY     -  US
 BE1454  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1454
 BE1454                         *CURRENT SURVEY CONTROL
 BE1454  ______________________________________________________________________
 BE1454* NAD 83(1986) POSITION- 30 14 25.75   (N) 085 55 36.24   (W)   HD_HELD1
 BE1454* NAVD 88 ORTHO HEIGHT -     7.003 (meters)       22.98  (feet) ADJUSTED
 BE1454  ______________________________________________________________________
 BE1454  GEOID HEIGHT    -        -27.643 (meters)                     GEOID18
 BE1454  DYNAMIC HEIGHT  -          6.994 (meters)       22.95  (feet) COMP
 BE1454  MODELED GRAVITY -    979,327.2   (mgal)                       NAVD 88
 BE1454
 BE1454  VERT ORDER      -  SECOND    CLASS II
 BE1454
 BE1454.The horizontal coordinates were determined by differentially corrected
 BE1454.hand held GPS observations or other comparable positioning techniques
 BE1454.and have an estimated accuracy of +/- 3 meters.
 BE1454
 BE1454.The orthometric height was determined by differential leveling and
 BE1454.adjusted by the NATIONAL GEODETIC SURVEY
 BE1454.in June 1991.
 BE1454
 BE1454.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1454.GEOID18 height accuracy estimate available here.
 BE1454
 BE1454.Click photographs - Photos may exist for this station.
 BE1454
 BE1454.The dynamic height is computed by dividing the NAVD 88
 BE1454.geopotential number by the normal gravity value computed on the
 BE1454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1454.degrees latitude (g = 980.6199 gals.).
 BE1454
 BE1454.The modeled gravity was interpolated from observed gravity values.
 BE1454
 BE1454;                    North         East    Units  Estimated Accuracy
 BE1454;SPC FL N     -   138,364.0     462,683.5     MT  (+/- 3 meters HH1 GPS) 
 BE1454
 BE1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0326645920(NAD 83)
 BE1454
 BE1454                          SUPERSEDED SURVEY CONTROL
 BE1454
 BE1454.No superseded survey control is available for this station.
 BE1454
 BE1454_MARKER: DD = SURVEY DISK
 BE1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1454_STAMPING: 46 76 B06 RM NO 2
 BE1454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1454+STABILITY: SURFACE MOTION
 BE1454
 BE1454  HISTORY     - Date     Condition        Report By
 BE1454  HISTORY     - 1976     MONUMENTED       FLDT
 BE1454  HISTORY     - 1977     GOOD             FLDT
 BE1454
 BE1454                          STATION DESCRIPTION
 BE1454
 BE1454'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1454'2.5 MI NW FROM PANAMA CITY BEACH.
 BE1454'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1454'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1454'U.S. ROUTE 98 FOR ABOUT 2.5 MILES TO THE JUNCTION OF 8TH STREET AND
 BE1454'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1454'CONCRETE MONUMENT 4 INCHES BELOW GROUND.  IT IS 56.0 FEET SOUTHWEST OF
 BE1454'CENTER OF THE JUNCTION OF U.S. ROUTE 98 AND 8TH STREET, 50.5 FEET
 BE1454'WEST-NORTHWEST OF A POWER LINE BRACE POLE AND 45.0 FEET
 BE1454'SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1494 ***********************************************************************
 BE1494  DESIGNATION -  46 76 B07
 BE1494  PID         -  BE1494
 BE1494  STATE/COUNTY-  FL/BAY
 BE1494  COUNTRY     -  US
 BE1494  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1494
 BE1494                         *CURRENT SURVEY CONTROL
 BE1494  ______________________________________________________________________
 BE1494* NAD 83(1990) POSITION- 30 14 13.25933(N) 085 55 07.88050(W)   ADJUSTED
 BE1494* NAVD 88 ORTHO HEIGHT -     4.887 (meters)       16.03  (feet) ADJUSTED
 BE1494  ______________________________________________________________________
 BE1494  GEOID HEIGHT    -        -27.645 (meters)                     GEOID18
 BE1494  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 BE1494  DYNAMIC HEIGHT  -          4.880 (meters)       16.01  (feet) COMP
 BE1494  MODELED GRAVITY -    979,326.9   (mgal)                       NAVD 88
 BE1494
 BE1494  HORZ ORDER      -  SECOND
 BE1494  VERT ORDER      -  SECOND    CLASS II
 BE1494
 BE1494.The horizontal coordinates were established by classical geodetic methods
 BE1494.and adjusted by the National Geodetic Survey in May 1991.
 BE1494
 BE1494.The orthometric height was determined by differential leveling and
 BE1494.adjusted by the NATIONAL GEODETIC SURVEY
 BE1494.in June 1991.
 BE1494
 BE1494.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1494.GEOID18 height accuracy estimate available here.
 BE1494
 BE1494.Click photographs - Photos may exist for this station.
 BE1494
 BE1494.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1494
 BE1494.The dynamic height is computed by dividing the NAVD 88
 BE1494.geopotential number by the normal gravity value computed on the
 BE1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1494.degrees latitude (g = 980.6199 gals.).
 BE1494
 BE1494.The modeled gravity was interpolated from observed gravity values.
 BE1494
 BE1494. The following values were computed from the NAD 83(1990) position.
 BE1494
 BE1494;                    North         East     Units Scale Factor Converg.
 BE1494;SPC FL N     -   137,969.948   463,436.848   MT  0.99994917   -0 42 46.8
 BE1494;SPC FL N     -   452,656.40  1,520,459.06   sFT  0.99994917   -0 42 46.8
 BE1494;UTM  16      - 3,345,543.463   604,028.252   MT  0.99973351   +0 32 40.2
 BE1494
 BE1494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1494!SPC FL N     -   1.00000357  x   0.99994917  =   0.99995274
 BE1494!UTM  16      -   1.00000357  x   0.99973351  =   0.99973708
 BE1494
 BE1494:                Primary Azimuth Mark                     Grid Az
 BE1494:SPC FL N     -  46 76 B06                                297 53 29.6
 BE1494:UTM  16      -  46 76 B06                                296 38 02.6
 BE1494
 BE1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0402845543(NAD 83)
 BE1494
 BE1494|---------------------------------------------------------------------|
 BE1494| PID    Reference Object                     Distance      Geod. Az  |
 BE1494|                                                           dddmmss.s |
 BE1494| BE1375 46 76 B07 RM 1                        7.295 METERS 09707     |
 BE1494| BE1493 46 76 B06                           APPROX. 0.8 KM 2971042.8 |
 BE1494| BE1455 46 76 B07 RM 2                       17.190 METERS 30456     |
 BE1494|---------------------------------------------------------------------|
 BE1494
 BE1494                          SUPERSEDED SURVEY CONTROL
 BE1494
 BE1494  NAD 83(1986)-  30 14 13.27054(N)    085 55 07.88954(W) AD(       ) 2
 BE1494  NAD 27      -  30 14 12.54172(N)    085 55 08.12007(W) AD(       ) 2
 BE1494  NGVD 29 (07/19/86)    5.02   (m)           16.5    (f) LEVELING    3  
 BE1494
 BE1494.Superseded values are not recommended for survey control.
 BE1494
 BE1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1494.See file dsdata.pdf to determine how the superseded data were derived.
 BE1494
 BE1494_MARKER: DD = SURVEY DISK
 BE1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1494_STAMPING: 46 76 B07
 BE1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1494+STABILITY: SURFACE MOTION
 BE1494
 BE1494  HISTORY     - Date     Condition        Report By
 BE1494  HISTORY     - 1976     MONUMENTED       FLDT
 BE1494  HISTORY     - 1977     GOOD             FLDT
 BE1494
 BE1494                          STATION DESCRIPTION
 BE1494
 BE1494'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1494'STATION IS LOCATED ABOUT 16-1/2 MILES SOUTHWEST OF SOUTHPORT,
 BE1494'ABOUT 16 MILES NORTHWEST OF PANAMA CITY AND ABOUT 12-1/2 MILES
 BE1494'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF
 BE1494'U.S. ROUTE 98.
 BE1494'
 BE1494'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1494'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1494'U.S. ROUTE 98.  TURN RIGHT AND GO NORTHWEST ON U.S. ROUTE 98 FOR
 BE1494'1.9 MILES TO THE INTERSECTION OF 1ST STREET AND STATION ON THE
 BE1494'RIGHT.
 BE1494'
 BE1494'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1494'BRASS DISK, STAMPED 46 76 B07, SET IN THE TOP OF A ROUND CONCRETE
 BE1494'MONUMENT 4 INCHES BELOW THE GROUND.  IT IS 13.0 FEET SOUTHWEST OF
 BE1494'A METAL WITNESS POST, 28.2 FEET SOUTHWEST OF THE SOUTHEAST
 BE1494'CORNER OF A CONCRETE BLOCK HOUSE, 36.0 FEET NORTHEAST OF CENTER
 BE1494'OF U.S. ROUTE 98 AND 45.0 FEET NORTHWEST OF CENTER OF 1ST
 BE1494'STREET.
 BE1494'
 BE1494'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1494'TRANSPORTATION BRASS DISK, STAMPED 46 76 B07 RM NO1, SET IN THE
 BE1494'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1494'GROUND.  IT IS 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, 5.0
 BE1494'FEET EAST OF A POWERLINE POLE, 23.0 FEET NORTHWEST OF CENTER OF
 BE1494'1ST STREET, 29.0 FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF A
 BE1494'CONCRETE BLOCK HOUSE AND 45.0 FEET NORTHEAST OF CENTER OF
 BE1494'U.S. ROUTE 98.
 BE1494'
 BE1494'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1494'TRANSPORTATION BRASS DISK, STAMPED 46 76 B07 RM NO2, SET IN THE
 BE1494'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1494'GROUND.  IT IS 1.7 FEET SOUTHWEST OF A METAL WITNESS POST, 16.0
 BE1494'FEET NORTHWEST OF CENTER OF A DRIVEWAY, 39.0 FEET WEST OF THE
 BE1494'SOUTHWEST CORNER OF A CONCRETE BLOCK HOUSE AND 41.0 FEET
 BE1494'NORTHEAST OF CENTER OF U.S. ROUTE 98.
 BE1494
 BE1494                          STATION RECOVERY (1977)
 BE1494
 BE1494'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1494'1.95 MI NW FROM PANAMA CITY BEACH.
 BE1494'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1494'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO NORTHWEST ON U.S.
 BE1494'ROUTE 98 FOR ABOUT 1.95 MILES TO THE JUNCTION OF 1ST STREET AND
 BE1494'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 4
 BE1494'INCHES BELOW GROUND.  IT IS 45.0 FEET NORTHWEST OF CENTER OF 1ST
 BE1494'STREET, 36.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 28.2 FEET
 BE1494'SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK HOUSE AND 13.0
 BE1494'FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 14, T 3S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1375 ***********************************************************************
 BE1375  DESIGNATION -  46 76 B07 RM 1
 BE1375  PID         -  BE1375
 BE1375  STATE/COUNTY-  FL/BAY
 BE1375  COUNTRY     -  US
 BE1375  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1375
 BE1375                         *CURRENT SURVEY CONTROL
 BE1375  ______________________________________________________________________
 BE1375* NAD 83(1986) POSITION- 30 14 13.23   (N) 085 55 07.61   (W)   HD_HELD1
 BE1375* NAVD 88 ORTHO HEIGHT -     5.212 (meters)       17.10  (feet) ADJUSTED
 BE1375  ______________________________________________________________________
 BE1375  GEOID HEIGHT    -        -27.645 (meters)                     GEOID18
 BE1375  DYNAMIC HEIGHT  -          5.206 (meters)       17.08  (feet) COMP
 BE1375  MODELED GRAVITY -    979,326.9   (mgal)                       NAVD 88
 BE1375
 BE1375  VERT ORDER      -  SECOND    CLASS II
 BE1375
 BE1375.The horizontal coordinates were determined by differentially corrected
 BE1375.hand held GPS observations or other comparable positioning techniques
 BE1375.and have an estimated accuracy of +/- 3 meters.
 BE1375
 BE1375.The orthometric height was determined by differential leveling and
 BE1375.adjusted by the NATIONAL GEODETIC SURVEY
 BE1375.in June 1991.
 BE1375
 BE1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1375.GEOID18 height accuracy estimate available here.
 BE1375
 BE1375.Click photographs - Photos may exist for this station.
 BE1375
 BE1375.The dynamic height is computed by dividing the NAVD 88
 BE1375.geopotential number by the normal gravity value computed on the
 BE1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1375.degrees latitude (g = 980.6199 gals.).
 BE1375
 BE1375.The modeled gravity was interpolated from observed gravity values.
 BE1375
 BE1375;                    North         East    Units  Estimated Accuracy
 BE1375;SPC FL N     -   137,969.0     463,444.1     MT  (+/- 3 meters HH1 GPS) 
 BE1375
 BE1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0403545542(NAD 83)
 BE1375
 BE1375                          SUPERSEDED SURVEY CONTROL
 BE1375
 BE1375.No superseded survey control is available for this station.
 BE1375
 BE1375_MARKER: DD = SURVEY DISK
 BE1375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1375_STAMPING: 46 76 B07 RM NO 1
 BE1375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1375+STABILITY: SURFACE MOTION
 BE1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE1375+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 BE1375
 BE1375  HISTORY     - Date     Condition        Report By
 BE1375  HISTORY     - 1976     MONUMENTED       FLDT
 BE1375  HISTORY     - 1977     GOOD             FLDT
 BE1375  HISTORY     - 20070913 GOOD             FLDT
 BE1375
 BE1375                          STATION DESCRIPTION
 BE1375
 BE1375'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1375'1.95 MI NW FROM PANAMA CITY BEACH.
 BE1375'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1375'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH, GO NORTHWEST ON U.S.
 BE1375'ROUTE 98 FOR ABOUT 1.95 MILES TO THE JUNCTION OF 1ST STREET AND
 BE1375'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1375'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 45.0 FEET NORTHEAST OF
 BE1375'CENTER OF U.S. ROUTE 98, 29.0 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 BE1375'CORNER OF A CONCRETE BLOCK HOUSE, 23.0 FEET NORTHWEST OF CENTER OF 1ST
 BE1375'STREET, 5.0 FEET EAST OF A POWER POLE AND 1.5 FEET SOUTHWEST OF A
 BE1375'METAL WITNESS POST.
 BE1375
 BE1375                          STATION RECOVERY (2007)
 BE1375
 BE1375'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2007 (WTS)
 BE1375'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1455 ***********************************************************************
 BE1455  DESIGNATION -  46 76 B07 RM 2
 BE1455  PID         -  BE1455
 BE1455  STATE/COUNTY-  FL/BAY
 BE1455  COUNTRY     -  US
 BE1455  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1455
 BE1455                         *CURRENT SURVEY CONTROL
 BE1455  ______________________________________________________________________
 BE1455* NAD 83(1986) POSITION- 30 14 13.58   (N) 085 55 08.41   (W)   HD_HELD1
 BE1455* NAVD 88 ORTHO HEIGHT -     5.323 (meters)       17.46  (feet) ADJUSTED
 BE1455  ______________________________________________________________________
 BE1455  GEOID HEIGHT    -        -27.645 (meters)                     GEOID18
 BE1455  DYNAMIC HEIGHT  -          5.316 (meters)       17.44  (feet) COMP
 BE1455  MODELED GRAVITY -    979,326.9   (mgal)                       NAVD 88
 BE1455
 BE1455  VERT ORDER      -  SECOND    CLASS II
 BE1455
 BE1455.The horizontal coordinates were determined by differentially corrected
 BE1455.hand held GPS observations or other comparable positioning techniques
 BE1455.and have an estimated accuracy of +/- 3 meters.
 BE1455
 BE1455.The orthometric height was determined by differential leveling and
 BE1455.adjusted by the NATIONAL GEODETIC SURVEY
 BE1455.in June 1991.
 BE1455
 BE1455.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1455.GEOID18 height accuracy estimate available here.
 BE1455
 BE1455.Click photographs - Photos may exist for this station.
 BE1455
 BE1455.The dynamic height is computed by dividing the NAVD 88
 BE1455.geopotential number by the normal gravity value computed on the
 BE1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1455.degrees latitude (g = 980.6199 gals.).
 BE1455
 BE1455.The modeled gravity was interpolated from observed gravity values.
 BE1455
 BE1455;                    North         East    Units  Estimated Accuracy
 BE1455;SPC FL N     -   137,980.0     463,422.8     MT  (+/- 3 meters HH1 GPS) 
 BE1455
 BE1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0401445553(NAD 83)
 BE1455
 BE1455                          SUPERSEDED SURVEY CONTROL
 BE1455
 BE1455.No superseded survey control is available for this station.
 BE1455
 BE1455_MARKER: DD = SURVEY DISK
 BE1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1455_STAMPING: 46 76 B07 RM NO 2
 BE1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1455+STABILITY: SURFACE MOTION
 BE1455
 BE1455  HISTORY     - Date     Condition        Report By
 BE1455  HISTORY     - 1976     MONUMENTED       FLDT
 BE1455  HISTORY     - 1977     GOOD             FLDT
 BE1455
 BE1455                          STATION DESCRIPTION
 BE1455
 BE1455'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1455'1.95 MI NW FROM PANAMA CITY BEACH.
 BE1455'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1455'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1455'U.S. ROUTE 98 FOR ABOUT 1.95 MILES TO THE JUNCTION OF 1ST STREET AND
 BE1455'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1455'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 41.0 FEET NORTHEAST OF
 BE1455'CENTER OF U.S. ROUTE 98, 39.0 FEET WEST OF THE SOUTHWEST CORNER OF A
 BE1455'CONCRETE BLOCK HOUSE, 16.0 FEET NORTHWEST OF CENTER OF A DRIVEWAY AND
 BE1455'1.7 FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 14, T 3S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1495 ***********************************************************************
 BE1495  DESIGNATION -  46 76 B08
 BE1495  PID         -  BE1495
 BE1495  STATE/COUNTY-  FL/BAY
 BE1495  COUNTRY     -  US
 BE1495  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1495
 BE1495                         *CURRENT SURVEY CONTROL
 BE1495  ______________________________________________________________________
 BE1495* NAD 83(1990) POSITION- 30 13 49.22956(N) 085 54 20.84360(W)   ADJUSTED
 BE1495* NAVD 88 ORTHO HEIGHT -     5.598 (meters)       18.37  (feet) ADJUSTED
 BE1495  ______________________________________________________________________
 BE1495  GEOID HEIGHT    -        -27.647 (meters)                     GEOID18
 BE1495  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 BE1495  DYNAMIC HEIGHT  -          5.590 (meters)       18.34  (feet) COMP
 BE1495  MODELED GRAVITY -    979,326.4   (mgal)                       NAVD 88
 BE1495
 BE1495  HORZ ORDER      -  SECOND
 BE1495  VERT ORDER      -  SECOND    CLASS II
 BE1495
 BE1495.The horizontal coordinates were established by classical geodetic methods
 BE1495.and adjusted by the National Geodetic Survey in May 1991.
 BE1495
 BE1495.The orthometric height was determined by differential leveling and
 BE1495.adjusted by the NATIONAL GEODETIC SURVEY
 BE1495.in June 1991.
 BE1495
 BE1495.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1495.GEOID18 height accuracy estimate available here.
 BE1495
 BE1495.Click photographs - Photos may exist for this station.
 BE1495
 BE1495.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1495
 BE1495.The dynamic height is computed by dividing the NAVD 88
 BE1495.geopotential number by the normal gravity value computed on the
 BE1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1495.degrees latitude (g = 980.6199 gals.).
 BE1495
 BE1495.The modeled gravity was interpolated from observed gravity values.
 BE1495
 BE1495. The following values were computed from the NAD 83(1990) position.
 BE1495
 BE1495;                    North         East     Units Scale Factor Converg.
 BE1495;SPC FL N     -   137,214.505   464,685.229   MT  0.99994904   -0 42 23.2
 BE1495;SPC FL N     -   450,177.92  1,524,554.79   sFT  0.99994904   -0 42 23.2
 BE1495;UTM  16      - 3,344,815.753   605,292.640   MT  0.99973677   +0 33 03.5
 BE1495
 BE1495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1495!SPC FL N     -   1.00000346  x   0.99994904  =   0.99995250
 BE1495!UTM  16      -   1.00000346  x   0.99973677  =   0.99974023
 BE1495
 BE1495:                Primary Azimuth Mark                     Grid Az
 BE1495:SPC FL N     -  46 76 B08 AZ MK                          118 29 20.1
 BE1495:UTM  16      -  46 76 B08 AZ MK                          117 13 53.4
 BE1495
 BE1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0529244815(NAD 83)
 BE1495
 BE1495|---------------------------------------------------------------------|
 BE1495| PID    Reference Object                     Distance      Geod. Az  |
 BE1495|                                                           dddmmss.s |
 BE1495| BE1407 46 76 B08 AZ MK                     APPROX. 0.6 KM 1174656.9 |
 BE1495| BE1376 46 76 B08 RM 1                       16.826 METERS 13549     |
 BE1495| BE1456 46 76 B08 RM 2                       16.244 METERS 27534     |
 BE1495|---------------------------------------------------------------------|
 BE1495
 BE1495                          SUPERSEDED SURVEY CONTROL
 BE1495
 BE1495  NAD 83(1986)-  30 13 49.24066(N)    085 54 20.85267(W) AD(       ) 2
 BE1495  NAD 27      -  30 13 48.51155(N)    085 54 21.08410(W) AD(       ) 2
 BE1495  NGVD 29 (07/19/86)    5.74   (m)           18.8    (f) LEVELING    3  
 BE1495
 BE1495.Superseded values are not recommended for survey control.
 BE1495
 BE1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1495.See file dsdata.pdf to determine how the superseded data were derived.
 BE1495
 BE1495_MARKER: DD = SURVEY DISK
 BE1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1495_STAMPING: 46 76 B08
 BE1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1495+STABILITY: SURFACE MOTION
 BE1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE1495+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2014
 BE1495
 BE1495  HISTORY     - Date     Condition        Report By
 BE1495  HISTORY     - 1976     MONUMENTED       FLDT
 BE1495  HISTORY     - 1977     GOOD             FLDT
 BE1495  HISTORY     - 20070913 GOOD             FLDT
 BE1495  HISTORY     - 20140805 GOOD             INDIV
 BE1495
 BE1495                          STATION DESCRIPTION
 BE1495
 BE1495'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1495'STATION IS LOCATED ABOUT 16 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1495'15 MILES WEST-NORTHWEST OF PANAMA CITY AND ABOUT 11-1/2 MILES
 BE1495'NORTHWEST OF ST. ANDREWS STATE PARK ON THE SOUTHWEST SIDE OF
 BE1495'U.S. ROUTE 98.
 BE1495'
 BE1495'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1495'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1495'U.S. ROUTE 98.  TURN RIGHT AND GO NORTHEAST ON U.S. ROUTE 98 FOR
 BE1495'0.6 MILE AND AZIMUTH MARK ON THE RIGHT.  CONTINUE NORTHEAST ON
 BE1495'U.S. ROUTE 98 FOR 0.4 MILE TO SHALIMAR STREET AND STATION ON THE
 BE1495'LEFT.
 BE1495'
 BE1495'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1495'BRASS DISK, STAMPED 46 76 B08, SET IN THE TOP OF A ROUND CONCRETE
 BE1495'MONUMENT 3 INCHES BELOW THE GROUND.  IT IS 4.0 FEET SOUTHWEST OF
 BE1495'A METAL HIGHWAY SIGN POST, 13.0 FEET NORTHEAST OF A METAL WITNESS
 BE1495'POST, 27.0 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98, 49.0 FEET
 BE1495'WEST OF CENTER OF INTERSECTION OF U.S. ROUTE 98 AND SHALIMAR
 BE1495'STREET, 58.0 FEET NORTHWEST OF CENTER OF A MAN HOLE COVER AND
 BE1495'95.0 FEET NORTHWEST OF CENTER OF NORTHWEST DRIVE TO SURFSIDE
 BE1495'VILLAS.
 BE1495'
 BE1495'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1495'TRANSPORTATION BRASS DISK, STAMPED 46 76 B08 RM NO1, SET IN THE
 BE1495'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1495'GROUND.  IT IS 2.0 FEET NORTHEAST OF A METAL WITNESS POST, 42.5
 BE1495'FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98, 45.0 FEET SOUTH OF
 BE1495'CENTER OF INTERSECTION OF U.S. ROUTE 98 AND SHALIMAR STREET AND
 BE1495'47.0 FEET WEST-NORTHWEST OF CENTER OF NORTHWEST DRIVE TO
 BE1495'SURFSIDE VILLAS.
 BE1495'
 BE1495'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1495'TRANSPORTATION BRASS DISK, STAMPED 46 76 B08 RM NO2, SET IN THE
 BE1495'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1495'GROUND.  IT IS 1.6 FEET NORTHEAST OF A METAL WITNESS POST, 49.0
 BE1495'FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 102.0 FEET WEST OF
 BE1495'CENTER OF INTERSECTION OF U.S. ROUTE 98 AND SHALIMAR STREET.
 BE1495'
 BE1495'AZIMUTH MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1495'BRASS DISK, STAMPED 46 76 B08 AZ MK, SET IN THE TOP OF A 4 INCH
 BE1495'X 4 INCH CONCRETE MONUMENT 4 INCHES BELOW THE GROUND.  IT IS
 BE1495'2.3 FEET SOUTHWEST OF A METAL WITNESS POST, 4.3 FEET SOUTHWEST
 BE1495'OF POWERLINE POLE 55777-44914, 41.0 FEET NORTHEAST OF CENTER
 BE1495'OF U.S. ROUTE 98 AND 51.0 FEET SOUTHEAST OF A FIRE HYDRANT.
 BE1495
 BE1495                          STATION RECOVERY (1977)
 BE1495
 BE1495'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1495'1.05 MI NW FROM PANAMA CITY BEACH.
 BE1495'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1495'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1495'U.S. ROUTE 98 FOR ABOUT 1.05 MILES TO THE JUNCTION OF SHALIMAR STREET
 BE1495'AND STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3
 BE1495'INCHES BELOW GROUND.  IT IS 95.0 FEET NORTHWEST OF CENTER OF THE
 BE1495'NORTHWEST DRIVE TO SURFSIDE VILLAS, 58.0 FEET NORTHWEST OF CENTER OF A
 BE1495'METAL MANHOLE COVER, 49.0 FEET WEST OF CENTER OF THE JUNCTION OF U.S.
 BE1495'ROUTE 98 AND SHALIMAR STREET, 27.0 FEET SOUTHWEST OF CENTER OF U.S.
 BE1495'ROUTE 98, 13.0 FEET NORTHEAST OF A METAL WITNESS POST AND 4.0 FEET
 BE1495'SOUTHWEST OF A METAL HIGHWAY SIGN POST.  SECTION 13, T 3S, R 17W.
 BE1495
 BE1495                          STATION RECOVERY (2007)
 BE1495
 BE1495'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2007 (WTS)
 BE1495'RECOVERED IN GOOD CONDITION.
 BE1495
 BE1495                          STATION RECOVERY (2014)
 BE1495
 BE1495'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JG)
 BE1495'THIS MARK WAS RECOVERED AUGUST 5, 2014 AND FOUND TO HAVE AN ELEVATION
 BE1495'DISCREPANCY. THE PUBLISHED ELEVATION FOR THIS BENCHMARK IS 18.37 NAVD
 BE1495'88 AND OUR LOCATION OF THIS BENCHMARK GIVES AN ELEVATION OF 17.67. I
 BE1495'ALSO HAVE DOCUMENTATION FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL
 BE1495'PROTECTION SHOWING AN ELAVTION OF 17.67' NAVD 88.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1407 ***********************************************************************
 BE1407  DESIGNATION -  46 76 B08 AZ MK
 BE1407  PID         -  BE1407
 BE1407  STATE/COUNTY-  FL/BAY
 BE1407  COUNTRY     -  US
 BE1407  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1407
 BE1407                         *CURRENT SURVEY CONTROL
 BE1407  ______________________________________________________________________
 BE1407* NAD 83(1990) POSITION- 30 13 39.90144(N) 085 54 00.45542(W)   NO CHECK
 BE1407* NAVD 88 ORTHO HEIGHT -     3.541 (meters)       11.62  (feet) ADJUSTED
 BE1407  ______________________________________________________________________
 BE1407  GEOID HEIGHT    -        -27.649 (meters)                     GEOID18
 BE1407  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 BE1407  DYNAMIC HEIGHT  -          3.537 (meters)       11.60  (feet) COMP
 BE1407  MODELED GRAVITY -    979,326.1   (mgal)                       NAVD 88
 BE1407
 BE1407  HORZ ORDER      -  THIRD
 BE1407  VERT ORDER      -  SECOND    CLASS II
 BE1407
 BE1407.The horizontal coordinates were established by classical geodetic methods
 BE1407.and adjusted by the National Geodetic Survey in May 1991.
 BE1407
 BE1407.No horizontal observational check was made to the station.
 BE1407
 BE1407.The orthometric height was determined by differential leveling and
 BE1407.adjusted by the NATIONAL GEODETIC SURVEY
 BE1407.in June 1991.
 BE1407
 BE1407.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1407.GEOID18 height accuracy estimate available here.
 BE1407
 BE1407.Click photographs - Photos may exist for this station.
 BE1407
 BE1407.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1407
 BE1407.The dynamic height is computed by dividing the NAVD 88
 BE1407.geopotential number by the normal gravity value computed on the
 BE1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1407.degrees latitude (g = 980.6199 gals.).
 BE1407
 BE1407.The modeled gravity was interpolated from observed gravity values.
 BE1407
 BE1407. The following values were computed from the NAD 83(1990) position.
 BE1407
 BE1407;                    North         East     Units Scale Factor Converg.
 BE1407;SPC FL N     -   136,920.589   465,226.805   MT  0.99994899   -0 42 13.0
 BE1407;SPC FL N     -   449,213.63  1,526,331.61   sFT  0.99994899   -0 42 13.0
 BE1407;UTM  16      - 3,344,533.851   605,840.419   MT  0.99973820   +0 33 13.6
 BE1407
 BE1407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1407!SPC FL N     -   1.00000379  x   0.99994899  =   0.99995278
 BE1407!UTM  16      -   1.00000379  x   0.99973820  =   0.99974199
 BE1407
 BE1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0584044533(NAD 83)
 BE1407
 BE1407                          SUPERSEDED SURVEY CONTROL
 BE1407
 BE1407  NAD 83(1986)-  30 13 39.91250(N)    085 54 00.46452(W) AD(       ) 3
 BE1407  NAD 27      -  30 13 39.18333(N)    085 54 00.69635(W) AD(       ) 3
 BE1407  NGVD 29 (07/19/86)    3.68   (m)           12.1    (f) LEVELING    3  
 BE1407
 BE1407.Superseded values are not recommended for survey control.
 BE1407
 BE1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1407.See file dsdata.pdf to determine how the superseded data were derived.
 BE1407
 BE1407_MARKER: DD = SURVEY DISK
 BE1407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1407_STAMPING: 46 76 B08 AZ MK
 BE1407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1407+STABILITY: SURFACE MOTION
 BE1407
 BE1407  HISTORY     - Date     Condition        Report By
 BE1407  HISTORY     - 1976     MONUMENTED       FLDT
 BE1407  HISTORY     - 1977     GOOD             FLDT
 BE1407  HISTORY     - 19930126 MARK NOT FOUND   USPSQD
 BE1407
 BE1407                          STATION DESCRIPTION
 BE1407
 BE1407'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1407'MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION BRASS DISK,
 BE1407'STAMPED 46 76 B08 AZ MK, SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 BE1407'MONUMENT 4 INCHES BELOW THE GROUND.  IT IS 2.3 FEET SOUTHWEST
 BE1407'OF A METAL WITNESS POST, 4.3 FEET SOUTHWEST OF POWERLINE POLE
 BE1407'55777-44914, 41.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98
 BE1407'AND 51.0 FEET SOUTHEAST OF A FIRE HYDRANT.
 BE1407
 BE1407                          STATION RECOVERY (1977)
 BE1407
 BE1407'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1407'IN PANAMA CITY BEACH.
 BE1407'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1407'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH. GO NORTHWEST ON U.S.
 BE1407'ROUTE 98 FOR ABOUT 0.65 MILE AND AZIMUTH MARK.  WHICH IS SET IN THE
 BE1407'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
 BE1407'GROUND.  IT IS 51.0 FEET SOUTHEAST OF A FIRE HYDRANT, 41.0 FEET
 BE1407'NORTHEAST OF CENTER OF U.S. ROUTE 98, 4.3 FEET SOUTHWEST OF POWER POLE
 BE1407'NO. 55777-44914 AND 2.3 FEET SOUTHWEST OF A METAL WITNESS POST.
 BE1407'SECTION 13, T 3S, R 17W.
 BE1407
 BE1407                          STATION RECOVERY (1993)
 BE1407
 BE1407'RECOVERY NOTE BY US POWER SQUADRON 1993 (LJR)
 BE1407'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1376 ***********************************************************************
 BE1376  DESIGNATION -  46 76 B08 RM 1
 BE1376  PID         -  BE1376
 BE1376  STATE/COUNTY-  FL/BAY
 BE1376  COUNTRY     -  US
 BE1376  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1376
 BE1376                         *CURRENT SURVEY CONTROL
 BE1376  ______________________________________________________________________
 BE1376* NAD 83(1986) POSITION- 30 13 48.84   (N) 085 54 20.40   (W)   HD_HELD1
 BE1376* NAVD 88 ORTHO HEIGHT -     5.385 (meters)       17.67  (feet) ADJUSTED
 BE1376  ______________________________________________________________________
 BE1376  GEOID HEIGHT    -        -27.647 (meters)                     GEOID18
 BE1376  DYNAMIC HEIGHT  -          5.378 (meters)       17.64  (feet) COMP
 BE1376  MODELED GRAVITY -    979,326.4   (mgal)                       NAVD 88
 BE1376
 BE1376  VERT ORDER      -  SECOND    CLASS II
 BE1376
 BE1376.The horizontal coordinates were determined by differentially corrected
 BE1376.hand held GPS observations or other comparable positioning techniques
 BE1376.and have an estimated accuracy of +/- 3 meters.
 BE1376
 BE1376.The orthometric height was determined by differential leveling and
 BE1376.adjusted by the NATIONAL GEODETIC SURVEY
 BE1376.in June 1991.
 BE1376
 BE1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1376.GEOID18 height accuracy estimate available here.
 BE1376
 BE1376.Click photographs - Photos may exist for this station.
 BE1376
 BE1376.The dynamic height is computed by dividing the NAVD 88
 BE1376.geopotential number by the normal gravity value computed on the
 BE1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1376.degrees latitude (g = 980.6199 gals.).
 BE1376
 BE1376.The modeled gravity was interpolated from observed gravity values.
 BE1376
 BE1376;                    North         East    Units  Estimated Accuracy
 BE1376;SPC FL N     -   137,202.4     464,696.9     MT  (+/- 3 meters HH1 GPS) 
 BE1376
 BE1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0530444803(NAD 83)
 BE1376
 BE1376                          SUPERSEDED SURVEY CONTROL
 BE1376
 BE1376.No superseded survey control is available for this station.
 BE1376
 BE1376_MARKER: DD = SURVEY DISK
 BE1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1376_STAMPING: 46 76 B08 RM NO 1
 BE1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1376+STABILITY: SURFACE MOTION
 BE1376
 BE1376  HISTORY     - Date     Condition        Report By
 BE1376  HISTORY     - 1976     MONUMENTED       FLDT
 BE1376  HISTORY     - 1977     GOOD             FLDT
 BE1376
 BE1376                          STATION DESCRIPTION
 BE1376
 BE1376'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1376'1.05 MI NW FROM PANAMA CITY BEACH.
 BE1376'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1376'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1376'U.S. ROUTE 98 FOR ABOUT 1.05 MILES TO THE JUNCTION OF SHALIMAR STREET
 BE1376'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1376'SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 47.0 FEET
 BE1376'WEST-NORTHWEST OF CENTER OF THE NORTHWEST DRIVE TO SURFSIDE VILLAS,
 BE1376'45.0 FEET SOUTH OF CENTER OF THE JUNCTION OF U.S. ROUTE 98 AND
 BE1376'SHALIMAR STREET, 42.5 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND
 BE1376'2.0 FEET NORTHEAST OF A METAL WITNESS POST.  SECTION 13, T 3S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1456 ***********************************************************************
 BE1456  DESIGNATION -  46 76 B08 RM 2
 BE1456  PID         -  BE1456
 BE1456  STATE/COUNTY-  FL/BAY
 BE1456  COUNTRY     -  US
 BE1456  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1456
 BE1456                         *CURRENT SURVEY CONTROL
 BE1456  ______________________________________________________________________
 BE1456* NAD 83(1986) POSITION- 30 13 49.28   (N) 085 54 21.45   (W)   HD_HELD1
 BE1456* NAVD 88 ORTHO HEIGHT -     5.184 (meters)       17.01  (feet) ADJUSTED
 BE1456  ______________________________________________________________________
 BE1456  GEOID HEIGHT    -        -27.647 (meters)                     GEOID18
 BE1456  DYNAMIC HEIGHT  -          5.177 (meters)       16.98  (feet) COMP
 BE1456  MODELED GRAVITY -    979,326.4   (mgal)                       NAVD 88
 BE1456
 BE1456  VERT ORDER      -  SECOND    CLASS II
 BE1456
 BE1456.The horizontal coordinates were determined by differentially corrected
 BE1456.hand held GPS observations or other comparable positioning techniques
 BE1456.and have an estimated accuracy of +/- 3 meters.
 BE1456
 BE1456.The orthometric height was determined by differential leveling and
 BE1456.adjusted by the NATIONAL GEODETIC SURVEY
 BE1456.in June 1991.
 BE1456
 BE1456.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1456.GEOID18 height accuracy estimate available here.
 BE1456
 BE1456.Click photographs - Photos may exist for this station.
 BE1456
 BE1456.The dynamic height is computed by dividing the NAVD 88
 BE1456.geopotential number by the normal gravity value computed on the
 BE1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1456.degrees latitude (g = 980.6199 gals.).
 BE1456
 BE1456.The modeled gravity was interpolated from observed gravity values.
 BE1456
 BE1456;                    North         East    Units  Estimated Accuracy
 BE1456;SPC FL N     -   137,216.3     464,669.0     MT  (+/- 3 meters HH1 GPS) 
 BE1456
 BE1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0527644817(NAD 83)
 BE1456
 BE1456                          SUPERSEDED SURVEY CONTROL
 BE1456
 BE1456.No superseded survey control is available for this station.
 BE1456
 BE1456_MARKER: DD = SURVEY DISK
 BE1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1456_STAMPING: 46 76 B08 RM NO 2
 BE1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1456+STABILITY: SURFACE MOTION
 BE1456
 BE1456  HISTORY     - Date     Condition        Report By
 BE1456  HISTORY     - 1976     MONUMENTED       FLDT
 BE1456  HISTORY     - 1977     GOOD             FLDT
 BE1456
 BE1456                          STATION DESCRIPTION
 BE1456
 BE1456'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1456'1.05 MI NW FROM PANAMA CITY BEACH.
 BE1456'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE  ROUTE 79, ABOUT 0.4 MILE
 BE1456'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHWEST ON
 BE1456'U.S. ROUTE 98 FOR ABOUT 1.05 MILES TO THE JUNCTION OF SHALIMAR STREET
 BE1456'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1456'SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 102.0 FEET WEST
 BE1456'OF CENTER OF THE JUNCTION OF U.S. ROUTE 98 AND SHALIMAR STREET, 49.0
 BE1456'FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 1.6 FEET NORTHEAST OF A
 BE1456'METAL WITNESS POST.  SECTION 13, T 3S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1496 ***********************************************************************
 BE1496  DESIGNATION -  46 76 B09
 BE1496  PID         -  BE1496
 BE1496  STATE/COUNTY-  FL/BAY
 BE1496  COUNTRY     -  US
 BE1496  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1496
 BE1496                         *CURRENT SURVEY CONTROL
 BE1496  ______________________________________________________________________
 BE1496* NAD 83(1990) POSITION- 30 13 23.77538(N) 085 53 27.50698(W)   ADJUSTED
 BE1496* NAVD 88 ORTHO HEIGHT -     7.531 (meters)       24.71  (feet) ADJUSTED
 BE1496  ______________________________________________________________________
 BE1496  GEOID HEIGHT    -        -27.651 (meters)                     GEOID18
 BE1496  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 BE1496  DYNAMIC HEIGHT  -          7.521 (meters)       24.68  (feet) COMP
 BE1496  MODELED GRAVITY -    979,325.8   (mgal)                       NAVD 88
 BE1496
 BE1496  HORZ ORDER      -  SECOND
 BE1496  VERT ORDER      -  SECOND    CLASS II
 BE1496
 BE1496.The horizontal coordinates were established by classical geodetic methods
 BE1496.and adjusted by the National Geodetic Survey in May 1991.
 BE1496
 BE1496.The orthometric height was determined by differential leveling and
 BE1496.adjusted by the NATIONAL GEODETIC SURVEY
 BE1496.in June 1991.
 BE1496
 BE1496.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1496.GEOID18 height accuracy estimate available here.
 BE1496
 BE1496.Click photographs - Photos may exist for this station.
 BE1496
 BE1496.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1496
 BE1496.The dynamic height is computed by dividing the NAVD 88
 BE1496.geopotential number by the normal gravity value computed on the
 BE1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1496.degrees latitude (g = 980.6199 gals.).
 BE1496
 BE1496.The modeled gravity was interpolated from observed gravity values.
 BE1496
 BE1496. The following values were computed from the NAD 83(1990) position.
 BE1496
 BE1496;                    North         East     Units Scale Factor Converg.
 BE1496;SPC FL N     -   136,413.291   466,101.689   MT  0.99994891   -0 41 56.4
 BE1496;SPC FL N     -   447,549.27  1,529,201.96   sFT  0.99994891   -0 41 56.4
 BE1496;UTM  16      - 3,344,045.976   606,726.038   MT  0.99974052   +0 33 29.9
 BE1496
 BE1496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1496!SPC FL N     -   1.00000316  x   0.99994891  =   0.99995207
 BE1496!UTM  16      -   1.00000316  x   0.99974052  =   0.99974368
 BE1496
 BE1496:                Primary Azimuth Mark                     Grid Az
 BE1496:SPC FL N     -  46 76 B08                                299 29 40.1
 BE1496:UTM  16      -  46 76 B08                                298 14 13.8
 BE1496
 BE1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0672644045(NAD 83)
 BE1496
 BE1496|---------------------------------------------------------------------|
 BE1496| PID    Reference Object                     Distance      Geod. Az  |
 BE1496|                                                           dddmmss.s |
 BE1496| BE1497 46 76 B10                           317.443 METERS 02558     |
 BE1496| BE1377 46 76 B09 RM 1                       33.049 METERS 06105     |
 BE1496| BE1495 46 76 B08                           APPROX. 1.6 KM 2984743.7 |
 BE1496| BE1457 46 76 B09 RM 2                       16.375 METERS 31217     |
 BE1496|---------------------------------------------------------------------|
 BE1496
 BE1496                          SUPERSEDED SURVEY CONTROL
 BE1496
 BE1496  NAD 83(1986)-  30 13 23.78636(N)    085 53 27.51609(W) AD(       ) 2
 BE1496  NAD 27      -  30 13 23.05711(N)    085 53 27.74847(W) AD(       ) 2
 BE1496  NGVD 29 (07/19/86)    7.67   (m)           25.2    (f) LEVELING    3  
 BE1496
 BE1496.Superseded values are not recommended for survey control.
 BE1496
 BE1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1496.See file dsdata.pdf to determine how the superseded data were derived.
 BE1496
 BE1496_MARKER: DD = SURVEY DISK
 BE1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1496_STAMPING: 46 76 B09
 BE1496_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1496+STABILITY: SURFACE MOTION
 BE1496
 BE1496  HISTORY     - Date     Condition        Report By
 BE1496  HISTORY     - 1976     MONUMENTED       FLDT
 BE1496  HISTORY     - 1977     GOOD             FLDT
 BE1496  HISTORY     - 1980     GOOD             NOS
 BE1496
 BE1496                          STATION DESCRIPTION
 BE1496
 BE1496'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1496'STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1496'14 MILES WEST-NORTHWEST OF PANAMA CITY AND ABOUT 10-3/4 MILES
 BE1496'NORTHWEST OF ST. ANDREWS STATE PARK, IN THE TRIANGLE FORMED BY
 BE1496'THE Y INTERSECTION OF U.S. ROUTE 98 AND STATE ROUTE 79.
 BE1496'
 BE1496'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1496'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1496'U.S. ROUTE 98 AND STATION.
 BE1496'
 BE1496'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1496'BRASS DISK, STAMPED 46 76 B09, SET IN THE TOP OF A ROUND CONCRETE
 BE1496'MONUMENT 3 INCHES BELOW THE GROUND.  IT IS 35.0 FEET NORTHEAST
 BE1496'OF CENTER OF U.S. ROUTE 98, 40.0 FEET SOUTHEAST OF A POWERLINE
 BE1496'POLE, 59.2 FEET WEST OF SOUTHWEST CORNER OF A STORE AND SERVICE
 BE1496'STATION BUILDING, 91.4 FEET SOUTHEAST OF A FIRE HYDRANT AND
 BE1496'127.0 FEET SOUTH-SOUTHEAST OF CENTER OF WEST FORK OF Y
 BE1496'INTERSECTION.
 BE1496'
 BE1496'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1496'TRANSPORTATION BRASS DISK, STAMPED 46 76 B09 RM NO1, SET IN THE
 BE1496'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH BELOW THE
 BE1496'GROUND.  IT IS 0.9 FOOT EAST-SOUTHEAST OF A METAL WITNESS POST,
 BE1496'3.0 FEET EAST-NORTHEAST OF NORTHWEST CORNER OF A CONCRETE BASE
 BE1496'FOR A GAS SIGN, 32.0 FEET NORTHEAST OF NORTHWEST CORNER OF A
 BE1496'STORE AND SERVICE STATION BUILDING, 115.3 FEET SOUTH-SOUTHEAST
 BE1496'OF CENTER OF WEST FORK ON Y INTERSECTION AND 116.3 FEET EAST
 BE1496'OF CENTER OF EAST FORK OF Y INTERSECTION.
 BE1496'
 BE1496'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1496'TRANSPORTATION BRASS DISK, STAMPED 46 76 B09 RM NO2, SET IN THE
 BE1496'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1496'GROUND.  IT IS 1.4 FEET SOUTHWEST OF A METAL WITNESS POST, 13.5
 BE1496'FEET NORTHWEST OF A POWERLINE POLE, 38.1 FEET SOUTHEAST OF A FIRE
 BE1496'HYDRANT, 47.1 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 81.0
 BE1496'FEET SOUTH-SOUTHEAST OF CENTER OF WEST FORK OF Y INTERSECTION.
 BE1496
 BE1496                          STATION RECOVERY (1977)
 BE1496
 BE1496'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1496'IN PANAMA CITY BEACH.
 BE1496'FROM THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHWEST ON STATE ROUTE
 BE1496'79 FOR ABOUT 0.4 MILE TO THE JUNCTION OF U.S. ROUTE 98 AND STATION, IN
 BE1496'THE TRIANGLE FORMED BY THE JUNCTION.  WHICH IS SET IN THE TOP OF A
 BE1496'ROUND CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 127.0 FEET
 BE1496'SOUTH-SOUTHEAST OF CENTER OF THE WESTBOUND ENTRANCE TO U.S. ROUTE 98,
 BE1496'91.4 FEET SOUTHEAST OF A FIRE HYDRANT, 59.2 FEET WEST OF THE SOUTHWEST
 BE1496'CORNER OF A BRICK AND WOOD STORE AND GAS STATION BUILDING IN THE
 BE1496'TRIANGLE FORMED BY THE JUNCTION, 40.0 FEET SOUTHEAST OF A POWER POLE
 BE1496'AND 35.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98. SECTION 18, T 3S,
 BE1496'R 16W.
 BE1496
 BE1496                          STATION RECOVERY (1980)
 BE1496
 BE1496'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1496'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 BE1496'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1377 ***********************************************************************
 BE1377  DESIGNATION -  46 76 B09 RM 1
 BE1377  PID         -  BE1377
 BE1377  STATE/COUNTY-  FL/BAY
 BE1377  COUNTRY     -  US
 BE1377  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1377
 BE1377                         *CURRENT SURVEY CONTROL
 BE1377  ______________________________________________________________________
 BE1377* NAD 83(1986) POSITION- 30 13 24.29   (N) 085 53 26.43   (W)   HD_HELD1
 BE1377* NAVD 88 ORTHO HEIGHT -     7.897 (meters)       25.91  (feet) ADJUSTED
 BE1377  ______________________________________________________________________
 BE1377  GEOID HEIGHT    -        -27.651 (meters)                     GEOID18
 BE1377  DYNAMIC HEIGHT  -          7.887 (meters)       25.88  (feet) COMP
 BE1377  MODELED GRAVITY -    979,325.8   (mgal)                       NAVD 88
 BE1377
 BE1377  VERT ORDER      -  SECOND    CLASS II
 BE1377
 BE1377.The horizontal coordinates were determined by differentially corrected
 BE1377.hand held GPS observations or other comparable positioning techniques
 BE1377.and have an estimated accuracy of +/- 3 meters.
 BE1377
 BE1377.The orthometric height was determined by differential leveling and
 BE1377.adjusted by the NATIONAL GEODETIC SURVEY
 BE1377.in June 1991.
 BE1377
 BE1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1377.GEOID18 height accuracy estimate available here.
 BE1377
 BE1377.Click photographs - Photos may exist for this station.
 BE1377
 BE1377.The dynamic height is computed by dividing the NAVD 88
 BE1377.geopotential number by the normal gravity value computed on the
 BE1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1377.degrees latitude (g = 980.6199 gals.).
 BE1377
 BE1377.The modeled gravity was interpolated from observed gravity values.
 BE1377
 BE1377;                    North         East    Units  Estimated Accuracy
 BE1377;SPC FL N     -   136,428.8     466,130.7     MT  (+/- 3 meters HH1 GPS) 
 BE1377
 BE1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0675444062(NAD 83)
 BE1377
 BE1377                          SUPERSEDED SURVEY CONTROL
 BE1377
 BE1377.No superseded survey control is available for this station.
 BE1377
 BE1377_MARKER: DD = SURVEY DISK
 BE1377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1377_STAMPING: 46 76 B09 RM NO 1
 BE1377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1377+STABILITY: SURFACE MOTION
 BE1377
 BE1377  HISTORY     - Date     Condition        Report By
 BE1377  HISTORY     - 1976     MONUMENTED       FLDT
 BE1377  HISTORY     - 1977     GOOD             FLDT
 BE1377
 BE1377                          STATION DESCRIPTION
 BE1377
 BE1377'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1377'IN PANAMA CITY BEACH.
 BE1377'FROM THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHWEST ON STATE ROUTE
 BE1377'79 FOR ABOUT 0.4 MILE TO THE JUNCTION OF U.S. ROUTE 98 AND REFERENCE
 BE1377'MARK, IN THE TRIANGLE FORMED BY THE JUNCTION.  WHICH IS SET IN THE TOP
 BE1377'OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW GROUND. IT
 BE1377'IS 116.3 FEET WEST OF CENTER OF THE EASTBOUND ENTRANCE TO U.S. ROUTE
 BE1377'98, 115.3 FEET SOUTH-SOUTHEAST OF CENTER OF THE WESTBOUND ENTRANCE TO
 BE1377'U.S. ROUTE 98, 32.0 FEET NORTHEAST OF THE NORTHWEST CORNER OF A BRICK
 BE1377'AND WOOD STORE AND GAS STATION BUILDING IN THE TRIANGLE FORMED BY THE
 BE1377'JUNCTION, 3.0 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF A
 BE1377'CONCRETE BASE FOR A GAS SIGN AND 0.9 FOOT EAST-SOUTHEAST OF A METAL
 BE1377'WITNESS POST.  SECTION 18, T 3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1457 ***********************************************************************
 BE1457  DESIGNATION -  46 76 B09 RM 2
 BE1457  PID         -  BE1457
 BE1457  STATE/COUNTY-  FL/BAY
 BE1457  COUNTRY     -  US
 BE1457  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1457
 BE1457                         *CURRENT SURVEY CONTROL
 BE1457  ______________________________________________________________________
 BE1457* NAD 83(1986) POSITION- 30 13 24.13   (N) 085 53 27.96   (W)   HD_HELD1
 BE1457* NAVD 88 ORTHO HEIGHT -     7.789 (meters)       25.55  (feet) ADJUSTED
 BE1457  ______________________________________________________________________
 BE1457  GEOID HEIGHT    -        -27.651 (meters)                     GEOID18
 BE1457  DYNAMIC HEIGHT  -          7.779 (meters)       25.52  (feet) COMP
 BE1457  MODELED GRAVITY -    979,325.8   (mgal)                       NAVD 88
 BE1457
 BE1457  VERT ORDER      -  SECOND    CLASS II
 BE1457
 BE1457.The horizontal coordinates were determined by differentially corrected
 BE1457.hand held GPS observations or other comparable positioning techniques
 BE1457.and have an estimated accuracy of +/- 3 meters.
 BE1457
 BE1457.The orthometric height was determined by differential leveling and
 BE1457.adjusted by the NATIONAL GEODETIC SURVEY
 BE1457.in June 1991.
 BE1457
 BE1457.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1457.GEOID18 height accuracy estimate available here.
 BE1457
 BE1457.Click photographs - Photos may exist for this station.
 BE1457
 BE1457.The dynamic height is computed by dividing the NAVD 88
 BE1457.geopotential number by the normal gravity value computed on the
 BE1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1457.degrees latitude (g = 980.6199 gals.).
 BE1457
 BE1457.The modeled gravity was interpolated from observed gravity values.
 BE1457
 BE1457;                    North         East    Units  Estimated Accuracy
 BE1457;SPC FL N     -   136,424.4     466,089.7     MT  (+/- 3 meters HH1 GPS) 
 BE1457
 BE1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0671344056(NAD 83)
 BE1457
 BE1457                          SUPERSEDED SURVEY CONTROL
 BE1457
 BE1457.No superseded survey control is available for this station.
 BE1457
 BE1457_MARKER: DD = SURVEY DISK
 BE1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1457_STAMPING: 46 76 B09 RM NO 2
 BE1457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1457+STABILITY: SURFACE MOTION
 BE1457
 BE1457  HISTORY     - Date     Condition        Report By
 BE1457  HISTORY     - 1976     MONUMENTED       FLDT
 BE1457  HISTORY     - 1977     GOOD             FLDT
 BE1457
 BE1457                          STATION DESCRIPTION
 BE1457
 BE1457'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1457'IN PANAMA CITY BEACH.
 BE1457'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHWEST ON STATE ROUTE
 BE1457'79 FOR ABOUT 0.4 MILE TO THE JUNCTION OF U.S. ROUTE 98 AND REFERENCE
 BE1457'MARK, IN THE TRIANGLE FORMED BY THE JUNCTION.  WHICH IS SET IN THE TOP
 BE1457'OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.
 BE1457'IT IS 81.0 FEET SOUTH-SOUTHEAST OF CENTER OF THE WESTBOUND ENTRANCE TO
 BE1457'U.S. ROUTE 98, 47.1 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 38.1
 BE1457'FEET SOUTHEAST OF A FIRE HYDRANT, 13.5 FEET NORTHWEST OF A POWER POLE
 BE1457'AND 1.4 FEET SOUTHWEST OF A METAL WITNESS POST. SECTION 18, T 3S, R
 BE1457'16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1497 ***********************************************************************
 BE1497  DESIGNATION -  46 76 B10
 BE1497  PID         -  BE1497
 BE1497  STATE/COUNTY-  FL/BAY
 BE1497  COUNTRY     -  US
 BE1497  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1497
 BE1497                         *CURRENT SURVEY CONTROL
 BE1497  ______________________________________________________________________
 BE1497* NAD 83(2011) POSITION- 30 13 33.04560(N) 085 53 22.31056(W)   ADJUSTED
 BE1497* NAD 83(2011) ELLIP HT-   -17.327 (meters)        (06/27/12)   ADJUSTED
 BE1497* NAD 83(2011) EPOCH   -  2010.00
 BE1497* NAVD 88 ORTHO HEIGHT -    10.569 (meters)       34.68  (feet) ADJUSTED
 BE1497  ______________________________________________________________________
 BE1497  GEOID HEIGHT    -        -27.655 (meters)                     GEOID18
 BE1497  NAD 83(2011) X  -    395,362.352 (meters)                     COMP
 BE1497  NAD 83(2011) Y  - -5,501,492.987 (meters)                     COMP
 BE1497  NAD 83(2011) Z  -  3,192,022.107 (meters)                     COMP
 BE1497  LAPLACE CORR    -         -1.08  (seconds)                    DEFLEC18
 BE1497  DYNAMIC HEIGHT  -         10.555 (meters)       34.63  (feet) COMP
 BE1497  MODELED GRAVITY -    979,325.8   (mgal)                       NAVD 88
 BE1497
 BE1497  VERT ORDER      -  SECOND    CLASS II
 BE1497
 BE1497  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BE1497  Standards:
 BE1497         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BE1497            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BE1497  -------------------------------------------------------------------
 BE1497  NETWORK    2.23   2.94           0.88   0.94   1.50      0.16424533
 BE1497  -------------------------------------------------------------------
 BE1497  Click here for local accuracies and other accuracy information.
 BE1497
 BE1497.The horizontal coordinates were established by GPS observations
 BE1497.and adjusted by the National Geodetic Survey in June 2012.
 BE1497
 BE1497.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BE1497.been affixed to the stable North American tectonic plate. See 
 BE1497.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BE1497
 BE1497.The horizontal coordinates are valid at the epoch date displayed above
 BE1497.which is a decimal equivalence of Year/Month/Day.
 BE1497
 BE1497.The orthometric height was determined by differential leveling and
 BE1497.adjusted by the NATIONAL GEODETIC SURVEY
 BE1497.in June 1991.
 BE1497
 BE1497.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1497.GEOID18 height accuracy estimate available here.
 BE1497
 BE1497.Click photographs - Photos may exist for this station.
 BE1497
 BE1497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE1497
 BE1497.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1497
 BE1497.The ellipsoidal height was determined by GPS observations
 BE1497.and is referenced to NAD 83.
 BE1497
 BE1497.The dynamic height is computed by dividing the NAVD 88
 BE1497.geopotential number by the normal gravity value computed on the
 BE1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1497.degrees latitude (g = 980.6199 gals.).
 BE1497
 BE1497.The modeled gravity was interpolated from observed gravity values.
 BE1497
 BE1497. The following values were computed from the NAD 83(2011) position.
 BE1497
 BE1497;                    North         East     Units Scale Factor Converg.
 BE1497;SPC FL N     -   136,697.023   466,244.111   MT  0.99994895   -0 41 53.8
 BE1497;SPC FL N     -   448,480.15  1,529,669.22   sFT  0.99994895   -0 41 53.8
 BE1497;UTM  16      - 3,344,332.705   606,862.171   MT  0.99974088   +0 33 32.7
 BE1497
 BE1497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1497!SPC FL N     -   1.00000272  x   0.99994895  =   0.99995167
 BE1497!UTM  16      -   1.00000272  x   0.99974088  =   0.99974360
 BE1497
 BE1497:                Primary Azimuth Mark                     Grid Az
 BE1497:SPC FL N     -  46 76 B11                                021 36 51.1
 BE1497:UTM  16      -  46 76 B11                                020 21 24.6
 BE1497
 BE1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0686244332(NAD 83)
 BE1497
 BE1497|---------------------------------------------------------------------|
 BE1497| PID    Reference Object                     Distance      Geod. Az  |
 BE1497|                                                           dddmmss.s |
 BE1497| BE1498 46 76 B11                           APPROX. 0.7 KM 0205457.3 |
 BE1497| BE1378 46 76 B10 RM 1                       13.284 METERS 05755     |
 BE1497| BE1458 46 76 B10 RM 2                       12.353 METERS 16451     |
 BE1497| BE1496 46 76 B09                           317.443 METERS 20558     |
 BE1497|---------------------------------------------------------------------|
 BE1497
 BE1497                          SUPERSEDED SURVEY CONTROL
 BE1497
 BE1497  NAD 83(2007)-  30 13 33.04563(N)    085 53 22.31131(W) AD(2002.00) 0
 BE1497  ELLIP H (02/10/07)  -17.310  (m)                       GP(2002.00)    
 BE1497  NAD 83(1999)-  30 13 33.04571(N)    085 53 22.31120(W) AD(       ) 2
 BE1497  ELLIP H (07/06/01)  -17.305  (m)                       GP(       ) 4 2
 BE1497  NAD 83(1990)-  30 13 33.04342(N)    085 53 22.30912(W) AD(       ) 2
 BE1497  NAD 83(1986)-  30 13 33.05439(N)    085 53 22.31820(W) AD(       ) 2
 BE1497  NAD 27      -  30 13 32.32553(N)    085 53 22.55091(W) AD(       ) 2
 BE1497  NAVD 88              10.57   (m)           34.7    (f) LEVELING    3  
 BE1497  NGVD 29 (07/19/86)   10.71   (m)           35.1    (f) LEVELING    3  
 BE1497
 BE1497.Superseded values are not recommended for survey control.
 BE1497
 BE1497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1497.See file dsdata.pdf to determine how the superseded data were derived.
 BE1497
 BE1497_MARKER: DD = SURVEY DISK
 BE1497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1497_STAMPING: 46 76 B10
 BE1497_MARK LOGO: FLDT
 BE1497_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1497+STABILITY: SURFACE MOTION
 BE1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE1497+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 BE1497
 BE1497  HISTORY     - Date     Condition        Report By
 BE1497  HISTORY     - 1976     MONUMENTED       FLDT
 BE1497  HISTORY     - 1977     GOOD             FLDT
 BE1497  HISTORY     - 19910325 GOOD             HEIDT
 BE1497  HISTORY     - 20070913 GOOD             FLDT
 BE1497
 BE1497                          STATION DESCRIPTION
 BE1497
 BE1497'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1497'STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1497'14 MILES WEST-NORTHWEST OF PANAMA CITY AND ABOUT 11-1/2 MILES
 BE1497'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE SOUTHEAST SIDE OF
 BE1497'STATE ROUTE 79.
 BE1497'
 BE1497'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1497'SOUTHWEST ON STATE ROUTE 79 FOR 0.2 MILE TO INCA AVENUE AND
 BE1497'STATION ON THE LEFT.
 BE1497'
 BE1497'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1497'BRASS DISK, STAMPED 46 76 B10, SET IN THE TOP OF A ROUND CONCRETE
 BE1497'MONUMENT 3 INCHES BELOW THE GROUND.  IT IS 22.0 FEET EAST-SOUTHEAST
 BE1497'OF CENTER OF STATE ROUTE 79, 28.0 FEET WEST-NORTHWEST OF A
 BE1497'METAL WITNESS POST, 29.3 FEET WEST-NORTHWEST OF NORTHWEST CORNER
 BE1497'OF ASPHALT PARKING AREA FOR CHURCH, 43.0 FEET NORTH-NORTHWEST OF
 BE1497'A POWER POLE 56115-44841, 84.1 FEET SOUTH OF CENTER OF
 BE1497'INTERSECTION OF STATE ROUTE 79 AND INCA AVENUE AND 126.7 FEET
 BE1497'WEST-NORTHWEST OF SOUTHWEST CORNER OF THE MAIN CHURCH
 BE1497'BUILDING.
 BE1497'
 BE1497'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1497'TRANSPORTATION BRASS DISK, STAMPED 46 76 B10 RM NO1, SET IN THE
 BE1497'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH BELOW THE
 BE1497'GROUND.  IT IS 36.0 FEET NORTH OF NORTHWEST CORNER OF ASPHALT
 BE1497'PARKING AREA OF CHURCH, 48.3 FEET EAST-SOUTHEAST OF CENTER OF
 BE1497'STATE ROUTE 79, 67.2 FEET SOUTHEAST OF CENTER OF INTERSECTION OF
 BE1497'STATE ROUTE 79 AND INCA AVENUE AND 105.8 FEET NORTHWEST OF THE
 BE1497'SOUTHWEST CORNER OF THE SOUTHERN MOST MAIN CHURCH BUILDING.
 BE1497'
 BE1497'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1497'TRANSPORTATION BRASS DISK, STAMPED 46 76 B10 RM NO2, SET IN THE
 BE1497'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1497'GROUND.  IT IS 3.0 FEET NORTH-NORTHEAST OF A POWERLINE POLE
 BE1497'56115-44841, 32.0 FEET WEST-NORTHWEST OF WEST EDGE OF ASPHALT
 BE1497'PARKING LOT AND 46.1 FEET EAST-SOUTHEAST OF CENTER OF STATE
 BE1497'ROUTE 79.
 BE1497
 BE1497                          STATION RECOVERY (1977)
 BE1497
 BE1497'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1497'IN PANAMA CITY BEACH.
 BE1497'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHWEST ON STATE ROUTE
 BE1497'79 FOR ABOUT 0.2 MILE TO THE GULF BEACH PRESBYTERIAN CHURCH AND
 BE1497'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3
 BE1497'INCHES BELOW THE GROUND.  IT IS 126.7 FEET WEST-NORTHWEST OF THE
 BE1497'SOUTHWEST CORNER OF THE SOUTHERNMOST MAIN CHURCH BUILDING, 84.1 FEET
 BE1497'SOUTH OF CENTER OF THE JUNCTION OF STATE ROUTE 79 AND INCA AVENUE,
 BE1497'43.0 FEET NORTH-NORTHWEST OF POWER POLE NO. 56115-44841, 29.3
 BE1497'WEST-NORTHWEST OF THE NORTHWEST CORNER OF AN ASPHALT PARKING AREA,
 BE1497'28.0 FEET WEST-NORTHWEST OF A METAL WITNESS POST AND 22.0 FEET
 BE1497'EAST-SOUTHEAST OF CENTER OF STATE ROUTE 79  SECTION 18, T 3S, R 16W.
 BE1497
 BE1497                          STATION RECOVERY (1991)
 BE1497
 BE1497'RECOVERY NOTE BY HEIDT AND ASSOCIATES INCORPORATED 1991
 BE1497'RECOVERED IN GOOD CONDITION.
 BE1497
 BE1497                          STATION RECOVERY (2007)
 BE1497
 BE1497'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2007 (WTS)
 BE1497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1378 ***********************************************************************
 BE1378  DESIGNATION -  46 76 B10 RM 1
 BE1378  PID         -  BE1378
 BE1378  STATE/COUNTY-  FL/BAY
 BE1378  COUNTRY     -  US
 BE1378  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1378
 BE1378                         *CURRENT SURVEY CONTROL
 BE1378  ______________________________________________________________________
 BE1378* NAD 83(1986) POSITION- 30 13 33.27   (N) 085 53 21.89   (W)   HD_HELD1
 BE1378* NAVD 88 ORTHO HEIGHT -    10.733 (meters)       35.21  (feet) ADJUSTED
 BE1378  ______________________________________________________________________
 BE1378  GEOID HEIGHT    -        -27.656 (meters)                     GEOID18
 BE1378  DYNAMIC HEIGHT  -         10.719 (meters)       35.17  (feet) COMP
 BE1378  MODELED GRAVITY -    979,325.8   (mgal)                       NAVD 88
 BE1378
 BE1378  VERT ORDER      -  SECOND    CLASS II
 BE1378
 BE1378.The horizontal coordinates were determined by differentially corrected
 BE1378.hand held GPS observations or other comparable positioning techniques
 BE1378.and have an estimated accuracy of +/- 3 meters.
 BE1378
 BE1378.The orthometric height was determined by differential leveling and
 BE1378.adjusted by the NATIONAL GEODETIC SURVEY
 BE1378.in June 1991.
 BE1378
 BE1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1378.GEOID18 height accuracy estimate available here.
 BE1378
 BE1378.Click photographs - Photos may exist for this station.
 BE1378
 BE1378.The dynamic height is computed by dividing the NAVD 88
 BE1378.geopotential number by the normal gravity value computed on the
 BE1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1378.degrees latitude (g = 980.6199 gals.).
 BE1378
 BE1378.The modeled gravity was interpolated from observed gravity values.
 BE1378
 BE1378;                    North         East    Units  Estimated Accuracy
 BE1378;SPC FL N     -   136,703.8     466,255.4     MT  (+/- 3 meters HH1 GPS) 
 BE1378
 BE1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0687344339(NAD 83)
 BE1378
 BE1378                          SUPERSEDED SURVEY CONTROL
 BE1378
 BE1378.No superseded survey control is available for this station.
 BE1378
 BE1378_MARKER: DD = SURVEY DISK
 BE1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1378_STAMPING: 46 76 B10 RM NO 1
 BE1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1378+STABILITY: SURFACE MOTION
 BE1378
 BE1378  HISTORY     - Date     Condition        Report By
 BE1378  HISTORY     - 1976     MONUMENTED       FLDT
 BE1378  HISTORY     - 1977     GOOD             FLDT
 BE1378
 BE1378                          STATION DESCRIPTION
 BE1378
 BE1378'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1378'IN PANAMA CITY BEACH.
 BE1378'FROM THE CITY HALL, IN PANAMA CITY BEACH. GO SOUTHWEST ON STATE ROUTE
 BE1378'79 FOR ABOUT 0.2 MILE TO THE GULF BEACH PRESBYTERIAN CHURCH AND
 BE1378'REFERENCE MARK. WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1378'CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS 105.8 FEET NORTHWEST OF
 BE1378'THE SOUTHWEST CORNER OF THE SOUTHERN MOST MAIN CHURCH BUILDING, 67.2
 BE1378'FEET SOUTHEAST OF CENTER OF THE JUNCTION OF STATE ROUTE 79 AND INCA
 BE1378'AVENUE, 48.3 FEET EAST-SOUTHEAST OF CENTER OF STATE ROUTE 79 AND 36.0
 BE1378'FEET NORTH OF THE NORTHWEST CORNER OF AN ASPHALT PARKING AREA. SECTION
 BE1378'18, T 3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1458 ***********************************************************************
 BE1458  DESIGNATION -  46 76 B10 RM 2
 BE1458  PID         -  BE1458
 BE1458  STATE/COUNTY-  FL/BAY
 BE1458  COUNTRY     -  US
 BE1458  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1458
 BE1458                         *CURRENT SURVEY CONTROL
 BE1458  ______________________________________________________________________
 BE1458* NAD 83(1986) POSITION- 30 13 32.66   (N) 085 53 22.19   (W)   HD_HELD1
 BE1458* NAVD 88 ORTHO HEIGHT -    10.616 (meters)       34.83  (feet) ADJUSTED
 BE1458  ______________________________________________________________________
 BE1458  GEOID HEIGHT    -        -27.655 (meters)                     GEOID18
 BE1458  DYNAMIC HEIGHT  -         10.602 (meters)       34.78  (feet) COMP
 BE1458  MODELED GRAVITY -    979,325.8   (mgal)                       NAVD 88
 BE1458
 BE1458  VERT ORDER      -  SECOND    CLASS II
 BE1458
 BE1458.The horizontal coordinates were determined by differentially corrected
 BE1458.hand held GPS observations or other comparable positioning techniques
 BE1458.and have an estimated accuracy of +/- 3 meters.
 BE1458
 BE1458.The orthometric height was determined by differential leveling and
 BE1458.adjusted by the NATIONAL GEODETIC SURVEY
 BE1458.in June 1991.
 BE1458
 BE1458.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1458.GEOID18 height accuracy estimate available here.
 BE1458
 BE1458.Click photographs - Photos may exist for this station.
 BE1458
 BE1458.The dynamic height is computed by dividing the NAVD 88
 BE1458.geopotential number by the normal gravity value computed on the
 BE1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1458.degrees latitude (g = 980.6199 gals.).
 BE1458
 BE1458.The modeled gravity was interpolated from observed gravity values.
 BE1458
 BE1458;                    North         East    Units  Estimated Accuracy
 BE1458;SPC FL N     -   136,685.1     466,247.2     MT  (+/- 3 meters HH1 GPS) 
 BE1458
 BE1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0686544320(NAD 83)
 BE1458
 BE1458                          SUPERSEDED SURVEY CONTROL
 BE1458
 BE1458.No superseded survey control is available for this station.
 BE1458
 BE1458_MARKER: DD = SURVEY DISK
 BE1458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1458_STAMPING: 46 76 B10 RM NO 2
 BE1458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1458+STABILITY: SURFACE MOTION
 BE1458
 BE1458  HISTORY     - Date     Condition        Report By
 BE1458  HISTORY     - 1976     MONUMENTED       FLDT
 BE1458  HISTORY     - 1977     GOOD             FLDT
 BE1458
 BE1458                          STATION DESCRIPTION
 BE1458
 BE1458'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1458'IN PANAMA CITY BEACH.
 BE1458'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHWEST ON STATE ROUTE
 BE1458'79 FOR ABOUT 0.2 MILE TO THE GULF BEACH PRESBYTERIAN CHURCH AND
 BE1458'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1458'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 46.1 FEET
 BE1458'EAST-SOUTHEAST OF CENTER OF STATE ROUTE 79, 32.0 FEET WEST-NORTHWEST
 BE1458'OF THE WEST EDGE OF AN ASPHALT PARKING AREA AND 3.0 FEET
 BE1458'NORTH-NORTHEAST OF POWER POLE NO. 56115-44841.  SECTION 18, T 3S, R
 BE1458'16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1498 ***********************************************************************
 BE1498  DESIGNATION -  46 76 B11
 BE1498  PID         -  BE1498
 BE1498  STATE/COUNTY-  FL/BAY
 BE1498  COUNTRY     -  US
 BE1498  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1498
 BE1498                         *CURRENT SURVEY CONTROL
 BE1498  ______________________________________________________________________
 BE1498* NAD 83(1990) POSITION- 30 13 53.19743(N) 085 53 13.43886(W)   ADJUSTED
 BE1498* NAVD 88 ORTHO HEIGHT -    11.005 (meters)       36.11  (feet) ADJUSTED
 BE1498  ______________________________________________________________________
 BE1498  GEOID HEIGHT    -        -27.664 (meters)                     GEOID18
 BE1498  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 BE1498  DYNAMIC HEIGHT  -         10.990 (meters)       36.06  (feet) COMP
 BE1498  MODELED GRAVITY -    979,325.9   (mgal)                       NAVD 88
 BE1498
 BE1498  HORZ ORDER      -  SECOND
 BE1498  VERT ORDER      -  SECOND    CLASS II
 BE1498
 BE1498.The horizontal coordinates were established by classical geodetic methods
 BE1498.and adjusted by the National Geodetic Survey in May 1991.
 BE1498
 BE1498.The orthometric height was determined by differential leveling and
 BE1498.adjusted by the NATIONAL GEODETIC SURVEY
 BE1498.in June 1991.
 BE1498
 BE1498.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1498.GEOID18 height accuracy estimate available here.
 BE1498
 BE1498.Click photographs - Photos may exist for this station.
 BE1498
 BE1498.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1498
 BE1498.The dynamic height is computed by dividing the NAVD 88
 BE1498.geopotential number by the normal gravity value computed on the
 BE1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1498.degrees latitude (g = 980.6199 gals.).
 BE1498
 BE1498.The modeled gravity was interpolated from observed gravity values.
 BE1498
 BE1498. The following values were computed from the NAD 83(1990) position.
 BE1498
 BE1498;                    North         East     Units Scale Factor Converg.
 BE1498;SPC FL N     -   137,314.601   466,488.866   MT  0.99994906   -0 41 49.3
 BE1498;SPC FL N     -   450,506.32  1,530,472.22   sFT  0.99994906   -0 41 49.3
 BE1498;UTM  16      - 3,344,955.375   607,093.268   MT  0.99974149   +0 33 37.5
 BE1498
 BE1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1498!SPC FL N     -   1.00000262  x   0.99994906  =   0.99995168
 BE1498!UTM  16      -   1.00000262  x   0.99974149  =   0.99974411
 BE1498
 BE1498:                Primary Azimuth Mark                     Grid Az
 BE1498:SPC FL N     -  46 76 B10                                201 36 51.1
 BE1498:UTM  16      -  46 76 B10                                200 21 24.3
 BE1498
 BE1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0709344955(NAD 83)
 BE1498
 BE1498|---------------------------------------------------------------------|
 BE1498| PID    Reference Object                     Distance      Geod. Az  |
 BE1498|                                                           dddmmss.s |
 BE1498| BE1379 46 76 B11 RM 1                       12.823 METERS 03119     |
 BE1498| BE1459 46 76 B11 RM 2                       13.477 METERS 19314     |
 BE1498| BE1497 46 76 B10                           APPROX. 0.7 KM 2005501.8 |
 BE1498|---------------------------------------------------------------------|
 BE1498
 BE1498                          SUPERSEDED SURVEY CONTROL
 BE1498
 BE1498  NAD 83(1986)-  30 13 53.20838(N)    085 53 13.44787(W) AD(       ) 2
 BE1498  NAD 27      -  30 13 52.48043(N)    085 53 13.68152(W) AD(       ) 2
 BE1498  NGVD 29 (07/19/86)   11.14   (m)           36.5    (f) LEVELING    3  
 BE1498
 BE1498.Superseded values are not recommended for survey control.
 BE1498
 BE1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1498.See file dsdata.pdf to determine how the superseded data were derived.
 BE1498
 BE1498_MARKER: DD = SURVEY DISK
 BE1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1498_STAMPING: 46 76 B11
 BE1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1498+STABILITY: SURFACE MOTION
 BE1498
 BE1498  HISTORY     - Date     Condition        Report By
 BE1498  HISTORY     - 1976     MONUMENTED       FLDT
 BE1498  HISTORY     - 1977     GOOD             FLDT
 BE1498  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BE1498
 BE1498                          STATION DESCRIPTION
 BE1498
 BE1498'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1498'STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1498'14 MILES WEST-NORTHWEST OF PANAMA CITY AND ABOUT 10-3/4 MILES
 BE1498'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE SOUTHEAST SIDE OF STATE
 BE1498'ROUTE 79.
 BE1498'
 BE1498'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1498'NORTHEAST ON STATE ROUTE 79 FOR 0.3 MILE TO THE INTERSECTION OF
 BE1498'ARMSTRONG CIRCLE AND STATION ON THE RIGHT, ABOUT 0.1 MILE
 BE1498'NORTHEAST OF INTERSECTION OF STATE ROUTE 79 AND STATE ROUTE 30A
 BE1498'(U.S. ROUTE 98 BY-PASS).
 BE1498'
 BE1498'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1498'BRASS DISK, STAMPED 46 76 B11, SET IN THE TOP OF A ROUND CONCRETE
 BE1498'MONUMENT FLUSH WITH THE GROUND.  IT IS 10.6 FEET WEST-NORTHWEST OF
 BE1498'A METAL WITNESS POST, 21.7 FEET NORTHEAST OF A HIGHWAY SIGN POST
 BE1498'AND 35.3 FEET EAST-SOUTHEAST OF CENTER OF INTERSECTION OF STATE
 BE1498'ROUTE 79 AND ARMSTRONG CIRCLE.
 BE1498'
 BE1498'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1498'TRANSPORTATION BRASS DISK, STAMPED 46 76 B11 RM NO1, SET IN THE TOP
 BE1498'OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1498'GROUND.  IT IS 1.5 FEET WEST-NORTHWEST OF A METAL WITNESS POST,
 BE1498'43.4 FEET EAST-SOUTHEAST OF CENTER OF STATE ROUTE 79, 57.3 FEET
 BE1498'EAST-NORTHEAST OF CENTER OF INTERSECTION OF STATE ROUTE 79 AND
 BE1498'ARMSTRONG CIRCLE AND 95.0 FEET SOUTH-SOUTHWEST OF A POWERLINE
 BE1498'POLE WITH A STREET LIGHT.
 BE1498'
 BE1498'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1498'TRANSPORTATION BRASS DISK, STAMPED 46 76 B11 RM NO2, SET IN THE
 BE1498'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1498'GROUND.  IT IS 2.8 FEET WEST-NORTHWEST OF A METAL WITNESS POST,
 BE1498'41.5 FEET EAST-SOUTHEAST OF CENTER OF STATE ROUTE 79 AND 62.4
 BE1498'FEET SOUTH-SOUTHEAST OF CENTER OF INTERSECTION OF STATE ROUTE 79
 BE1498'AND ARMSTRONG CIRCLE.
 BE1498
 BE1498                          STATION RECOVERY (1977)
 BE1498
 BE1498'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1498'IN PANAMA CITY BEACH.
 BE1498'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHEAST ON STATE ROUTE
 BE1498'79 FOR ABOUT 0.2 MILE TO THE JUNCTION OF ARMSTRONG CIRCLE AND STATION.
 BE1498'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 BE1498'GROUND.  IT IS 35.3 FEET EAST-SOUTHEAST OF CENTER OF THE JUNCTION OF
 BE1498'STATE ROUTE 79 AND ARMSTRONG CIRCLE, 21.7 FEET NORTHEAST OF A HIGHWAY
 BE1498'SIGN POST AND 10.6 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 BE1498'SECTION 18, T 3S, R 16W.
 BE1498
 BE1498                          STATION RECOVERY (1987)
 BE1498
 BE1498'RECOVERY NOTE BY US POWER SQUADRON 1987 (LRF)
 BE1498'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1379 ***********************************************************************
 BE1379  DESIGNATION -  46 76 B11 RM 1
 BE1379  PID         -  BE1379
 BE1379  STATE/COUNTY-  FL/BAY
 BE1379  COUNTRY     -  US
 BE1379  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1379
 BE1379                         *CURRENT SURVEY CONTROL
 BE1379  ______________________________________________________________________
 BE1379* NAD 83(1986) POSITION- 30 13 53.55   (N) 085 53 13.19   (W)   HD_HELD1
 BE1379* NAVD 88 ORTHO HEIGHT -    10.824 (meters)       35.51  (feet) ADJUSTED
 BE1379  ______________________________________________________________________
 BE1379  GEOID HEIGHT    -        -27.664 (meters)                     GEOID18
 BE1379  DYNAMIC HEIGHT  -         10.810 (meters)       35.47  (feet) COMP
 BE1379  MODELED GRAVITY -    979,325.9   (mgal)                       NAVD 88
 BE1379
 BE1379  VERT ORDER      -  SECOND    CLASS II
 BE1379
 BE1379.The horizontal coordinates were determined by differentially corrected
 BE1379.hand held GPS observations or other comparable positioning techniques
 BE1379.and have an estimated accuracy of +/- 3 meters.
 BE1379
 BE1379.The orthometric height was determined by differential leveling and
 BE1379.adjusted by the NATIONAL GEODETIC SURVEY
 BE1379.in June 1991.
 BE1379
 BE1379.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1379.GEOID18 height accuracy estimate available here.
 BE1379
 BE1379.Click photographs - Photos may exist for this station.
 BE1379
 BE1379.The dynamic height is computed by dividing the NAVD 88
 BE1379.geopotential number by the normal gravity value computed on the
 BE1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1379.degrees latitude (g = 980.6199 gals.).
 BE1379
 BE1379.The modeled gravity was interpolated from observed gravity values.
 BE1379
 BE1379;                    North         East    Units  Estimated Accuracy
 BE1379;SPC FL N     -   137,325.4     466,495.7     MT  (+/- 3 meters HH1 GPS) 
 BE1379
 BE1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0709944966(NAD 83)
 BE1379
 BE1379                          SUPERSEDED SURVEY CONTROL
 BE1379
 BE1379.No superseded survey control is available for this station.
 BE1379
 BE1379_MARKER: DD = SURVEY DISK
 BE1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1379_STAMPING: 46 76 B11 RM NO 1
 BE1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1379+STABILITY: SURFACE MOTION
 BE1379
 BE1379  HISTORY     - Date     Condition        Report By
 BE1379  HISTORY     - 1976     MONUMENTED       FLDT
 BE1379  HISTORY     - 1977     GOOD             FLDT
 BE1379
 BE1379                          STATION DESCRIPTION
 BE1379
 BE1379'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1379'IN PANAMA CITY BEACH.
 BE1379'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHEAST ON STATE ROUTE
 BE1379'79 FOR ABOUT 0.2 MILE TO THE JUNCTION OF ARMSTRONG CIRCLE AND
 BE1379'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1379'CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 95.0 FEET
 BE1379'SOUTH-SOUTHWEST OF A POWER POLE SUPPORTING A STREET LIGHT, IN FRONT OF
 BE1379'BROWNS FIRE PROTECTION BUSINESS, 74.0 FEET SOUTHWEST OF SOUTHWEST
 BE1379'CORNER OF THE BROWN FIRE PROTECTION BUILDING, 57.3 FEET EAST-NORTHEAST
 BE1379'OF CENTER OF THE JUNCTION OF STATE ROUTE 79 AND ARMSTRONG CIRCLE, 43.4
 BE1379'FEET EAST-SOUTHEAST OF CENTER OF STATE ROUTE 79 AND 1.5 FEET
 BE1379'WEST-NORTHWEST OF A METAL WITNESS POST.  SECTION 18, T 3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1459 ***********************************************************************
 BE1459  DESIGNATION -  46 76 B11 RM 2
 BE1459  PID         -  BE1459
 BE1459  STATE/COUNTY-  FL/BAY
 BE1459  COUNTRY     -  US
 BE1459  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1459
 BE1459                         *CURRENT SURVEY CONTROL
 BE1459  ______________________________________________________________________
 BE1459* NAD 83(1986) POSITION- 30 13 52.77   (N) 085 53 13.55   (W)   HD_HELD1
 BE1459* NAVD 88 ORTHO HEIGHT -    11.032 (meters)       36.19  (feet) ADJUSTED
 BE1459  ______________________________________________________________________
 BE1459  GEOID HEIGHT    -        -27.664 (meters)                     GEOID18
 BE1459  DYNAMIC HEIGHT  -         11.017 (meters)       36.14  (feet) COMP
 BE1459  MODELED GRAVITY -    979,325.9   (mgal)                       NAVD 88
 BE1459
 BE1459  VERT ORDER      -  SECOND    CLASS II
 BE1459
 BE1459.The horizontal coordinates were determined by differentially corrected
 BE1459.hand held GPS observations or other comparable positioning techniques
 BE1459.and have an estimated accuracy of +/- 3 meters.
 BE1459
 BE1459.The orthometric height was determined by differential leveling and
 BE1459.adjusted by the NATIONAL GEODETIC SURVEY
 BE1459.in June 1991.
 BE1459
 BE1459.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1459.GEOID18 height accuracy estimate available here.
 BE1459
 BE1459.Click photographs - Photos may exist for this station.
 BE1459
 BE1459.The dynamic height is computed by dividing the NAVD 88
 BE1459.geopotential number by the normal gravity value computed on the
 BE1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1459.degrees latitude (g = 980.6199 gals.).
 BE1459
 BE1459.The modeled gravity was interpolated from observed gravity values.
 BE1459
 BE1459;                    North         East    Units  Estimated Accuracy
 BE1459;SPC FL N     -   137,301.5     466,485.7     MT  (+/- 3 meters HH1 GPS) 
 BE1459
 BE1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0709044942(NAD 83)
 BE1459
 BE1459                          SUPERSEDED SURVEY CONTROL
 BE1459
 BE1459.No superseded survey control is available for this station.
 BE1459
 BE1459_MARKER: DD = SURVEY DISK
 BE1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1459_STAMPING: 46 76 B11 RM NO 2
 BE1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1459+STABILITY: SURFACE MOTION
 BE1459
 BE1459  HISTORY     - Date     Condition        Report By
 BE1459  HISTORY     - 1976     MONUMENTED       FLDT
 BE1459  HISTORY     - 1977     GOOD             FLDT
 BE1459
 BE1459                          STATION DESCRIPTION
 BE1459
 BE1459'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1459'IN PANAMA CITY BEACH.
 BE1459'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHEAST ON STATE
 BE1459'ROUTE 79 FOR ABOUT 0.2 MILE TO THE JUNCTION OF ARMSTRONG CIRCLE AND
 BE1459'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1459'SQUARE CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 62.4 FEET
 BE1459'SOUTH-SOUTHEAST OF CENTER OF THE JUNCTION OF STATE ROUTE 79 AND
 BE1459'ARMSTRONG CIRCLE, 41.5 FEET EAST-SOUTHEAST OF CENTER OF STATE ROUTE 79
 BE1459'AND 2.8 FEET WEST-NORTHWEST OF A METAL WITNESS POST.  SECTION 18, T
 BE1459'3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1499 ***********************************************************************
 BE1499  DESIGNATION -  46 76 B12
 BE1499  PID         -  BE1499
 BE1499  STATE/COUNTY-  FL/BAY
 BE1499  COUNTRY     -  US
 BE1499  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1499
 BE1499                         *CURRENT SURVEY CONTROL
 BE1499  ______________________________________________________________________
 BE1499* NAD 83(1990) POSITION- 30 14 41.75018(N) 085 52 53.12644(W)   ADJUSTED
 BE1499* NAVD 88 ORTHO HEIGHT -     6.979 (meters)       22.90  (feet) ADJUSTED
 BE1499  ______________________________________________________________________
 BE1499  GEOID HEIGHT    -        -27.686 (meters)                     GEOID18
 BE1499  LAPLACE CORR    -         -1.16  (seconds)                    DEFLEC18
 BE1499  DYNAMIC HEIGHT  -          6.970 (meters)       22.87  (feet) COMP
 BE1499  MODELED GRAVITY -    979,326.3   (mgal)                       NAVD 88
 BE1499
 BE1499  HORZ ORDER      -  SECOND
 BE1499  VERT ORDER      -  SECOND    CLASS II
 BE1499
 BE1499.The horizontal coordinates were established by classical geodetic methods
 BE1499.and adjusted by the National Geodetic Survey in May 1991.
 BE1499
 BE1499.The orthometric height was determined by differential leveling and
 BE1499.adjusted by the NATIONAL GEODETIC SURVEY
 BE1499.in June 1991.
 BE1499
 BE1499.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1499.GEOID18 height accuracy estimate available here.
 BE1499
 BE1499.Click photographs - Photos may exist for this station.
 BE1499
 BE1499.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1499
 BE1499.The dynamic height is computed by dividing the NAVD 88
 BE1499.geopotential number by the normal gravity value computed on the
 BE1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1499.degrees latitude (g = 980.6199 gals.).
 BE1499
 BE1499.The modeled gravity was interpolated from observed gravity values.
 BE1499
 BE1499. The following values were computed from the NAD 83(1990) position.
 BE1499
 BE1499;                    North         East     Units Scale Factor Converg.
 BE1499;SPC FL N     -   138,802.928   467,050.053   MT  0.99994935   -0 41 39.1
 BE1499;SPC FL N     -   455,389.27  1,532,313.38   sFT  0.99994935   -0 41 39.1
 BE1499;UTM  16      - 3,346,455.350   607,621.546   MT  0.99974289   +0 33 48.5
 BE1499
 BE1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1499!SPC FL N     -   1.00000325  x   0.99994935  =   0.99995260
 BE1499!UTM  16      -   1.00000325  x   0.99974289  =   0.99974614
 BE1499
 BE1499:                Primary Azimuth Mark                     Grid Az
 BE1499:SPC FL N     -  46 76 B11                                200 39 33.7
 BE1499:UTM  16      -  46 76 B11                                199 24 06.1
 BE1499
 BE1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0762146455(NAD 83)
 BE1499
 BE1499|---------------------------------------------------------------------|
 BE1499| PID    Reference Object                     Distance      Geod. Az  |
 BE1499|                                                           dddmmss.s |
 BE1499| BE0666 WEST                                272.030 METERS 02557     |
 BE1499| BE1498 46 76 B11                           APPROX. 1.6 KM 1995754.6 |
 BE1499| BE1380 46 76 B12 RM 1                       13.715 METERS 22651     |
 BE1499| BE1460 46 76 B12 RM 2                       15.881 METERS 35555     |
 BE1499|---------------------------------------------------------------------|
 BE1499
 BE1499                          SUPERSEDED SURVEY CONTROL
 BE1499
 BE1499  NAD 83(1986)-  30 14 41.76106(N)    085 52 53.13527(W) AD(       ) 2
 BE1499  NAD 27      -  30 14 41.03547(N)    085 52 53.37147(W) AD(       ) 2
 BE1499  NGVD 29 (07/19/86)    7.12   (m)           23.4    (f) LEVELING    3  
 BE1499
 BE1499.Superseded values are not recommended for survey control.
 BE1499
 BE1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1499.See file dsdata.pdf to determine how the superseded data were derived.
 BE1499
 BE1499_MARKER: DD = SURVEY DISK
 BE1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1499_STAMPING: 46 76 B12
 BE1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1499+STABILITY: SURFACE MOTION
 BE1499
 BE1499  HISTORY     - Date     Condition        Report By
 BE1499  HISTORY     - 1976     MONUMENTED       FLDT
 BE1499  HISTORY     - 1977     GOOD             FLDT
 BE1499
 BE1499                          STATION DESCRIPTION
 BE1499
 BE1499'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1499'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1499'14 MILES NORTHWEST OF PANAMA CITY AND ABOUT 11 MILES NORTHWEST OF
 BE1499'ST. ANDREWS STATE PARK, ON THE NORTHWEST SIDE OF STATE ROUTE 79.
 BE1499'
 BE1499'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1499'NORTHEAST ON STATE ROUTE 79 FOR 1.3 MILES AND STATION ON THE LEFT,
 BE1499'JUST SOUTH OF A CONCRETE CULVERT.
 BE1499'
 BE1499'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1499'BRASS DISK, STAMPED 46 76 B12, SET IN THE TOP OF A ROUND CONCRETE
 BE1499'MONUMENT 3 INCHES BELOW THE GROUND.  IT IS 19.5 FEET WEST-NORTHWEST
 BE1499'OF CENTER OF STATE ROUTE 79, 22.0 FEET EAST-SOUTHEAST OF A METAL
 BE1499'WITNESS POST, 27.5 FEET SOUTH OF THE SOUTH END OF A CONCRETE
 BE1499'CULVERT HEADWALL AND 33.7 FEET SOUTH-SOUTHEAST OF AN UNDERGROUND
 BE1499'CABLE MARKER POST.
 BE1499'
 BE1499'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1499'TRANSPORTATION BRASS DISK, STAMPED 46 76 B12 RM NO 1, SET IN THE
 BE1499'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1499'GROUND.  IT IS 1.2 FEET EAST-SOUTHEAST OF A METAL WITNESS POST,
 BE1499'39.5 FEET WEST-NORTHWEST OF CENTER OF STATE ROUTE 79 AND 68.9
 BE1499'FEET SOUTHWEST OF SOUTH END OF CONCRETE CULVERT HEADWALL.
 BE1499'
 BE1499'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1499'TRANSPORTATION BRASS DISK, STAMPED 46 76 B12 RM NO 2, SET IN THE
 BE1499'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH WITH THE
 BE1499'GROUND.  IT IS 1.0 FOOT EAST-SOUTHEAST OF A METAL WITNESS POST,
 BE1499'18.9 FEET NORTHWEST OF THE NORTH END OF A CONCRETE CULVERT
 BE1499'HEADWALL, 21.1 FEET SOUTH-SOUTHWEST OF AN UNDERGROUND CABLE
 BE1499'MARKER POST AND 41.5 FEET WEST-NORTHWEST OF CENTER OF STATE
 BE1499'ROUTE 79.
 BE1499
 BE1499                          STATION RECOVERY (1977)
 BE1499
 BE1499'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1499'1.15 MI NE FROM PANAMA CITY BEACH.
 BE1499'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHEAST ON STATE ROUTE
 BE1499'79 FOR ABOUT 1.15 MILES AND STATION.  WHICH IS SET IN THE TOP OF A
 BE1499'ROUND CONCRETE MONUMENT 3 INCHES BELOW GROUND. IT IS 33.7 FEET
 BE1499'SOUTH-SOUTHEAST OF AN UNDERGROUND CABLE MARKER POST, 27.5 FEET SOUTH
 BE1499'OF THE SOUTH END OF A CONCRETE CULVERT HEADWALL, 22.0 FEET
 BE1499'EAST-SOUTHEAST OF A METAL WITNESS POST AND 19.5 FEET WEST-NORTHWEST OF
 BE1499'CENTER OF STATE ROUTE 79. SECTION 7, T 3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1380 ***********************************************************************
 BE1380  DESIGNATION -  46 76 B12 RM 1
 BE1380  PID         -  BE1380
 BE1380  STATE/COUNTY-  FL/BAY
 BE1380  COUNTRY     -  US
 BE1380  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1380
 BE1380                         *CURRENT SURVEY CONTROL
 BE1380  ______________________________________________________________________
 BE1380* NAD 83(1986) POSITION- 30 14 41.45   (N) 085 52 53.50   (W)   HD_HELD1
 BE1380* NAVD 88 ORTHO HEIGHT -     6.484 (meters)       21.27  (feet) ADJUSTED
 BE1380  ______________________________________________________________________
 BE1380  GEOID HEIGHT    -        -27.686 (meters)                     GEOID18
 BE1380  DYNAMIC HEIGHT  -          6.475 (meters)       21.24  (feet) COMP
 BE1380  MODELED GRAVITY -    979,326.3   (mgal)                       NAVD 88
 BE1380
 BE1380  VERT ORDER      -  SECOND    CLASS II
 BE1380
 BE1380.The horizontal coordinates were determined by differentially corrected
 BE1380.hand held GPS observations or other comparable positioning techniques
 BE1380.and have an estimated accuracy of +/- 3 meters.
 BE1380
 BE1380.The orthometric height was determined by differential leveling and
 BE1380.adjusted by the NATIONAL GEODETIC SURVEY
 BE1380.in June 1991.
 BE1380
 BE1380.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1380.GEOID18 height accuracy estimate available here.
 BE1380
 BE1380.Click photographs - Photos may exist for this station.
 BE1380
 BE1380.The dynamic height is computed by dividing the NAVD 88
 BE1380.geopotential number by the normal gravity value computed on the
 BE1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1380.degrees latitude (g = 980.6199 gals.).
 BE1380
 BE1380.The modeled gravity was interpolated from observed gravity values.
 BE1380
 BE1380;                    North         East    Units  Estimated Accuracy
 BE1380;SPC FL N     -   138,793.8     467,040.0     MT  (+/- 3 meters HH1 GPS) 
 BE1380
 BE1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0761146446(NAD 83)
 BE1380
 BE1380                          SUPERSEDED SURVEY CONTROL
 BE1380
 BE1380.No superseded survey control is available for this station.
 BE1380
 BE1380_MARKER: DD = SURVEY DISK
 BE1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1380_STAMPING: 46 76 B12 RM NO 1
 BE1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1380+STABILITY: SURFACE MOTION
 BE1380
 BE1380  HISTORY     - Date     Condition        Report By
 BE1380  HISTORY     - 1976     MONUMENTED       FLDT
 BE1380  HISTORY     - 1977     GOOD             FLDT
 BE1380
 BE1380                          STATION DESCRIPTION
 BE1380
 BE1380'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1380'1.15 MI NE FROM PANAMA CITY BEACH.
 BE1380'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHEAST ON STATE ROUTE
 BE1380'79 FOR ABOUT 1.15 MILES AND REFERENCE MARK.  WHICH IS SET IN THE TOP
 BE1380'OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1380'GROUND.  IT IS 68.9 FEET SOUTHWEST OF THE SOUTH END OF A CONCRETE
 BE1380'CULVERT HEADWALL, 39.5 FEET WEST-NORTHWEST OF CENTER OF STATE ROUTE 79
 BE1380'AND 1.2 FEET EAST-SOUTHEAST OF A METAL WITNESS POST. SECTION 7, T 3S,
 BE1380'R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1460 ***********************************************************************
 BE1460  DESIGNATION -  46 76 B12 RM 2
 BE1460  PID         -  BE1460
 BE1460  STATE/COUNTY-  FL/BAY
 BE1460  COUNTRY     -  US
 BE1460  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1460
 BE1460                         *CURRENT SURVEY CONTROL
 BE1460  ______________________________________________________________________
 BE1460* NAD 83(1986) POSITION- 30 14 42.26   (N) 085 52 53.17   (W)   HD_HELD1
 BE1460* NAVD 88 ORTHO HEIGHT -     6.455 (meters)       21.18  (feet) ADJUSTED
 BE1460  ______________________________________________________________________
 BE1460  GEOID HEIGHT    -        -27.686 (meters)                     GEOID18
 BE1460  DYNAMIC HEIGHT  -          6.447 (meters)       21.15  (feet) COMP
 BE1460  MODELED GRAVITY -    979,326.3   (mgal)                       NAVD 88
 BE1460
 BE1460  VERT ORDER      -  SECOND    CLASS II
 BE1460
 BE1460.The horizontal coordinates were determined by differentially corrected
 BE1460.hand held GPS observations or other comparable positioning techniques
 BE1460.and have an estimated accuracy of +/- 3 meters.
 BE1460
 BE1460.The orthometric height was determined by differential leveling and
 BE1460.adjusted by the NATIONAL GEODETIC SURVEY
 BE1460.in June 1991.
 BE1460
 BE1460.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1460.GEOID18 height accuracy estimate available here.
 BE1460
 BE1460.Click photographs - Photos may exist for this station.
 BE1460
 BE1460.The dynamic height is computed by dividing the NAVD 88
 BE1460.geopotential number by the normal gravity value computed on the
 BE1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1460.degrees latitude (g = 980.6199 gals.).
 BE1460
 BE1460.The modeled gravity was interpolated from observed gravity values.
 BE1460
 BE1460;                    North         East    Units  Estimated Accuracy
 BE1460;SPC FL N     -   138,818.6     467,049.1     MT  (+/- 3 meters HH1 GPS) 
 BE1460
 BE1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0762046471(NAD 83)
 BE1460
 BE1460                          SUPERSEDED SURVEY CONTROL
 BE1460
 BE1460.No superseded survey control is available for this station.
 BE1460
 BE1460_MARKER: DD = SURVEY DISK
 BE1460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1460_STAMPING: 46 76 B12 RM NO 2
 BE1460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1460+STABILITY: SURFACE MOTION
 BE1460
 BE1460  HISTORY     - Date     Condition        Report By
 BE1460  HISTORY     - 1976     MONUMENTED       FLDT
 BE1460  HISTORY     - 1977     GOOD             FLDT
 BE1460
 BE1460                          STATION DESCRIPTION
 BE1460
 BE1460'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1460'1.15 MI NE FROM PANAMA CITY BEACH.
 BE1460'FROM THE CITY HALL, IN PANAMA CITY BEACH.  GO NORTHEAST ON STATE ROUTE
 BE1460'79 FOR ABOUT 1.15 MILES AND REFERENCE MARK. WHICH IS SET IN THE TOP OF
 BE1460'A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND. IT
 BE1460'IS 41.5 FEET WEST-NORTHWEST OF CENTER OF STATE ROUTE 79, 21.1 FEET
 BE1460'SOUTH-SOUTHWEST OF AN UNDERGROUND CABLE MARKER POST, 18.9 FEET
 BE1460'NORTHWEST OF THE NORTH END OF A CONCRETE CULVERT HEADWALL AND 1.0 FOOT
 BE1460'EAST-SOUTHEAST OF A METAL WITNESS POST.  SECTION 7, T 3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1500 ***********************************************************************
 BE1500  DESIGNATION -  46 76 B13
 BE1500  PID         -  BE1500
 BE1500  STATE/COUNTY-  FL/BAY
 BE1500  COUNTRY     -  US
 BE1500  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1500
 BE1500                         *CURRENT SURVEY CONTROL
 BE1500  ______________________________________________________________________
 BE1500* NAD 83(1990) POSITION- 30 13 07.74031(N) 085 52 56.92607(W)   ADJUSTED
 BE1500* NAVD 88 ORTHO HEIGHT -     5.286 (meters)       17.34  (feet) ADJUSTED
 BE1500  ______________________________________________________________________
 BE1500  GEOID HEIGHT    -        -27.653 (meters)                     GEOID18
 BE1500  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 BE1500  DYNAMIC HEIGHT  -          5.279 (meters)       17.32  (feet) COMP
 BE1500  MODELED GRAVITY -    979,325.4   (mgal)                       NAVD 88
 BE1500
 BE1500  HORZ ORDER      -  SECOND
 BE1500  VERT ORDER      -  SECOND    CLASS II
 BE1500
 BE1500.The horizontal coordinates were established by classical geodetic methods
 BE1500.and adjusted by the National Geodetic Survey in May 1991.
 BE1500
 BE1500.The orthometric height was determined by differential leveling and
 BE1500.adjusted by the NATIONAL GEODETIC SURVEY
 BE1500.in June 1991.
 BE1500
 BE1500.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1500.GEOID18 height accuracy estimate available here.
 BE1500
 BE1500.Click photographs - Photos may exist for this station.
 BE1500
 BE1500.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1500
 BE1500.The dynamic height is computed by dividing the NAVD 88
 BE1500.geopotential number by the normal gravity value computed on the
 BE1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1500.degrees latitude (g = 980.6199 gals.).
 BE1500
 BE1500.The modeled gravity was interpolated from observed gravity values.
 BE1500
 BE1500. The following values were computed from the NAD 83(1990) position.
 BE1500
 BE1500;                    North         East     Units Scale Factor Converg.
 BE1500;SPC FL N     -   135,909.633   466,913.381   MT  0.99994884   -0 41 41.0
 BE1500;SPC FL N     -   445,896.85  1,531,864.98   sFT  0.99994884   -0 41 41.0
 BE1500;UTM  16      - 3,343,560.350   607,548.415   MT  0.99974270   +0 33 45.0
 BE1500
 BE1500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1500!SPC FL N     -   1.00000351  x   0.99994884  =   0.99995235
 BE1500!UTM  16      -   1.00000351  x   0.99974270  =   0.99974621
 BE1500
 BE1500:                Primary Azimuth Mark                     Grid Az
 BE1500:SPC FL N     -  BAHAMA BEACH BELL MICRO TWR              099 51 29.6
 BE1500:UTM  16      -  BAHAMA BEACH BELL MICRO TWR              098 36 03.6
 BE1500
 BE1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0754843560(NAD 83)
 BE1500
 BE1500|---------------------------------------------------------------------|
 BE1500| PID    Reference Object                     Distance      Geod. Az  |
 BE1500|                                                           dddmmss.s |
 BE1500| CW1686 46 76 B13 RM 4                                     08635     |
 BE1500| BE3722 BAHAMA BEACH BELL MICRO TWR         APPROX. 2.1 KM 0990948.6 |
 BE1500| BE1461 46 76 B13 RM 2                       12.250 METERS 33938     |
 BE1500|---------------------------------------------------------------------|
 BE1500
 BE1500                          SUPERSEDED SURVEY CONTROL
 BE1500
 BE1500  NAD 83(1986)-  30 13 07.75122(N)    085 52 56.93523(W) AD(       ) 2
 BE1500  NAD 27      -  30 13 07.02160(N)    085 52 57.16798(W) AD(       ) 2
 BE1500  NGVD 29 (07/19/86)    5.42   (m)           17.8    (f) LEVELING    3  
 BE1500
 BE1500.Superseded values are not recommended for survey control.
 BE1500
 BE1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1500.See file dsdata.pdf to determine how the superseded data were derived.
 BE1500
 BE1500_MARKER: DD = SURVEY DISK
 BE1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1500_STAMPING: 46 76 B13
 BE1500_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1500+STABILITY: SURFACE MOTION
 BE1500
 BE1500  HISTORY     - Date     Condition        Report By
 BE1500  HISTORY     - 1973     MONUMENTED       FLDT
 BE1500  HISTORY     - 1977     GOOD             FLDT
 BE1500  HISTORY     - 1980     GOOD             NOS
 BE1500
 BE1500                          STATION DESCRIPTION
 BE1500
 BE1500'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973 (CBM)
 BE1500'STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1500'13-1/2 MILES WEST-NORTHWEST OF PANAMA CITY AND ABOUT 10 MILES
 BE1500'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF
 BE1500'U.S. ROUTE 98, APPROXIMATELY 0.05 MILE NORTHWEST OF LAKEVIEW
 BE1500'DRIVE.
 BE1500'
 BE1500'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1500'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1500'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1500'0.6 MILE TO STATION ON THE LEFT.
 BE1500'
 BE1500'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1500'BRASS DISK, STAMPED 46 76 B13, SET IN THE TOP OF A ROUND CONCRETE
 BE1500'MONUMENT 5 INCHES BELOW THE GROUND.  IT IS 18.0 FEET SOUTHWEST OF
 BE1500'A METAL WITNESS POST, 21.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE
 BE1500'98, 42.0 FEET SOUTH OF POWERLINE POLE NUMBER 56332-44583, 45.3
 BE1500'FEET WEST OF A FIRE HYDRANT AND 384 FEET NORTHWEST OF CENTER OF
 BE1500'LAKEVIEW DRIVE.
 BE1500'
 BE1500'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1500'TRANSPORTATION BRASS DISK, STAMPED 46 76 B13 RM NO 1, SET IN THE
 BE1500'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
 BE1500'GROUND.  IT IS 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, 3.8
 BE1500'FEET SOUTH-SOUTHWEST OF A FIRE HYDRANT AND 28.0 FEET NORTHEAST OF
 BE1500'CENTER OF U.S. ROUTE 98.
 BE1500'
 BE1500'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1500'TRANSPORTATION BRASS DISK, STAMPED 46 76 B13 RM NO 2, SET IN THE
 BE1500'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
 BE1500'GROUND.  IT IS 1.1 FEET SOUTHWEST OF A METAL WITNESS POST, 2.0
 BE1500'FEET SOUTHEAST OF A POWERLINE POLE NUMBER 56332-44583, 46.2 FEET
 BE1500'NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 56.0 FEET SOUTH OF THE
 BE1500'NORTHEAST CORNER OF A WOOD AND BLOCK BUILDING.
 BE1500
 BE1500                          STATION RECOVERY (1977)
 BE1500
 BE1500'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1500'IN PANAMA CITY BEACH.
 BE1500'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1500'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1500'S. ROUTE 98 FOR ABOUT 0.6 MILE AND STATION.  WHICH IS SET IN THE TOP
 BE1500'OF A ROUND CONCRETE MONUMENT 5 INCHES BELOW GROUND.  IT IS 384.0 FEET
 BE1500'NORTHWEST OF CENTER OF LAKEVIEW DRIVE, 45.3 FEET WEST OF A FIRE
 BE1500'HYDRANT,. 42.0 FEET SOUTH OF POWER POLE NO. 56332-44583, 21.0 FEET
 BE1500'NORTHEAST OF CENTER OF U. S. ROUTE 98 AND 18.0 FEET SOUTHWEST OF A
 BE1500'METAL WITNESS POST.  SECTION 19, T3S, R 16W.
 BE1500
 BE1500                          STATION RECOVERY (1980)
 BE1500
 BE1500'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1500'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 BE1500'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1381 ***********************************************************************
 BE1381  DESIGNATION -  46 76 B13 RM 1
 BE1381  PID         -  BE1381
 BE1381  STATE/COUNTY-  FL/BAY
 BE1381  COUNTRY     -  US
 BE1381  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1381
 BE1381                         *CURRENT SURVEY CONTROL
 BE1381  ______________________________________________________________________
 BE1381* NAD 83(1986) POSITION- 30 13 08.     (N) 085 52 57.     (W)   SCALED
 BE1381* NAVD 88 ORTHO HEIGHT -     4.770 (meters)       15.65  (feet) ADJUSTED
 BE1381  ______________________________________________________________________
 BE1381  GEOID HEIGHT    -        -27.653 (meters)                     GEOID18
 BE1381  DYNAMIC HEIGHT  -          4.763 (meters)       15.63  (feet) COMP
 BE1381  MODELED GRAVITY -    979,325.4   (mgal)                       NAVD 88
 BE1381
 BE1381  VERT ORDER      -  SECOND    CLASS II
 BE1381
 BE1381.The horizontal coordinates were scaled from a map and have
 BE1381.an estimated accuracy of +/- 6 seconds.
 BE1381
 BE1381.The orthometric height was determined by differential leveling and
 BE1381.adjusted by the NATIONAL GEODETIC SURVEY
 BE1381.in June 1991.
 BE1381
 BE1381.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1381.GEOID18 height accuracy estimate available here.
 BE1381
 BE1381.Click photographs - Photos may exist for this station.
 BE1381
 BE1381.The dynamic height is computed by dividing the NAVD 88
 BE1381.geopotential number by the normal gravity value computed on the
 BE1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1381.degrees latitude (g = 980.6199 gals.).
 BE1381
 BE1381.The modeled gravity was interpolated from observed gravity values.
 BE1381
 BE1381;                    North         East    Units  Estimated Accuracy
 BE1381;SPC FL N     -   135,920.      466,910.      MT  (+/- 180 meters Scaled)
 BE1381
 BE1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU075435(NAD 83)
 BE1381
 BE1381                          SUPERSEDED SURVEY CONTROL
 BE1381
 BE1381.No superseded survey control is available for this station.
 BE1381
 BE1381_MARKER: DD = SURVEY DISK
 BE1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1381_STAMPING: 46 76 B13 RM NO 1
 BE1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1381+STABILITY: SURFACE MOTION
 BE1381
 BE1381  HISTORY     - Date     Condition        Report By
 BE1381  HISTORY     - 1976     MONUMENTED       FLDT
 BE1381  HISTORY     - 1977     GOOD             FLDT
 BE1381
 BE1381                          STATION DESCRIPTION
 BE1381
 BE1381'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1381'IN PANAMA CITY BEACH.
 BE1381'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1381'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1381'S. ROUTE 98 FOR ABOUT 0.6 MILE AND REFERENCE MARK.  WHICH IS SET IN
 BE1381'THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
 BE1381'GROUND.  IT IS 28.0 FEET NORTHEAST OF CENTER OF U. S. ROUTE 98, 3.8
 BE1381'FEET SOUTH-SOUTHEAST OF A FIRE HYDRANT AND 1.2 FEET SOUTHWEST OF A
 BE1381'METAL WITNESS POST.  SECTION 19, T 3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1461 ***********************************************************************
 BE1461  DESIGNATION -  46 76 B13 RM 2
 BE1461  PID         -  BE1461
 BE1461  STATE/COUNTY-  FL/BAY
 BE1461  COUNTRY     -  US
 BE1461  USGS QUAD   -  LAGUNA BEACH (2018)
 BE1461
 BE1461                         *CURRENT SURVEY CONTROL
 BE1461  ______________________________________________________________________
 BE1461* NAD 83(1986) POSITION- 30 13 08.11   (N) 085 52 57.09   (W)   HD_HELD1
 BE1461* NAVD 88 ORTHO HEIGHT -     5.011 (meters)       16.44  (feet) ADJUSTED
 BE1461  ______________________________________________________________________
 BE1461  GEOID HEIGHT    -        -27.653 (meters)                     GEOID18
 BE1461  DYNAMIC HEIGHT  -          5.005 (meters)       16.42  (feet) COMP
 BE1461  MODELED GRAVITY -    979,325.4   (mgal)                       NAVD 88
 BE1461
 BE1461  VERT ORDER      -  SECOND    CLASS II
 BE1461
 BE1461.The horizontal coordinates were determined by differentially corrected
 BE1461.hand held GPS observations or other comparable positioning techniques
 BE1461.and have an estimated accuracy of +/- 3 meters.
 BE1461
 BE1461.The orthometric height was determined by differential leveling and
 BE1461.adjusted by the NATIONAL GEODETIC SURVEY
 BE1461.in June 1991.
 BE1461
 BE1461.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1461.GEOID18 height accuracy estimate available here.
 BE1461
 BE1461.Click photographs - Photos may exist for this station.
 BE1461
 BE1461.The dynamic height is computed by dividing the NAVD 88
 BE1461.geopotential number by the normal gravity value computed on the
 BE1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1461.degrees latitude (g = 980.6199 gals.).
 BE1461
 BE1461.The modeled gravity was interpolated from observed gravity values.
 BE1461
 BE1461;                    North         East    Units  Estimated Accuracy
 BE1461;SPC FL N     -   135,921.1     466,909.1     MT  (+/- 3 meters HH1 GPS) 
 BE1461
 BE1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0754343571(NAD 83)
 BE1461
 BE1461                          SUPERSEDED SURVEY CONTROL
 BE1461
 BE1461.No superseded survey control is available for this station.
 BE1461
 BE1461_MARKER: DD = SURVEY DISK
 BE1461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1461_STAMPING: 46 76 B13 RM NO 2
 BE1461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1461+STABILITY: SURFACE MOTION
 BE1461
 BE1461  HISTORY     - Date     Condition        Report By
 BE1461  HISTORY     - 1976     MONUMENTED       FLDT
 BE1461  HISTORY     - 1977     GOOD             FLDT
 BE1461
 BE1461                          STATION DESCRIPTION
 BE1461
 BE1461'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1461'IN PANAMA CITY BEACH.
 BE1461'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1461'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1461'S. ROUTE 98 FOR ABOUT 0.6 MILE AND REFERENCE MARK.  WHICH IS SET IN
 BE1461'THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
 BE1461'GROUND.  IT IS 56.0 FEET SOUTH OF THE NORTHEAST CORNER OF A WOOD AND
 BE1461'CONCRETE BLOCK BUILDING, 46.2 FEET NORTHEAST OF CENTER OF U. S. ROUTE
 BE1461'98, 2.0 FEET SOUTHEAST OF POWER POLE NO. 56332-44583 AND 1.1 FEET
 BE1461'SOUTHWEST OF A METAL WITNESS POST.  SECTION 19, T 3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1501 ***********************************************************************
 BE1501  DESIGNATION -  46 76 B14
 BE1501  PID         -  BE1501
 BE1501  STATE/COUNTY-  FL/BAY
 BE1501  COUNTRY     -  US
 BE1501  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1501
 BE1501                         *CURRENT SURVEY CONTROL
 BE1501  ______________________________________________________________________
 BE1501* NAD 83(1990) POSITION- 30 12 46.45365(N) 085 52 16.71955(W)   ADJUSTED
 BE1501* NAVD 88 ORTHO HEIGHT -     6.681 (meters)       21.92  (feet) ADJUSTED
 BE1501  ______________________________________________________________________
 BE1501  GEOID HEIGHT    -        -27.656 (meters)                     GEOID18
 BE1501  LAPLACE CORR    -         -1.11  (seconds)                    DEFLEC18
 BE1501  DYNAMIC HEIGHT  -          6.673 (meters)       21.89  (feet) COMP
 BE1501  MODELED GRAVITY -    979,324.9   (mgal)                       NAVD 88
 BE1501
 BE1501  HORZ ORDER      -  SECOND
 BE1501  VERT ORDER      -  SECOND    CLASS II
 BE1501
 BE1501.The horizontal coordinates were established by classical geodetic methods
 BE1501.and adjusted by the National Geodetic Survey in May 1991.
 BE1501
 BE1501.The orthometric height was determined by differential leveling and
 BE1501.adjusted by the NATIONAL GEODETIC SURVEY
 BE1501.in June 1991.
 BE1501
 BE1501.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1501.GEOID18 height accuracy estimate available here.
 BE1501
 BE1501.Click photographs - Photos may exist for this station.
 BE1501
 BE1501.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1501
 BE1501.The dynamic height is computed by dividing the NAVD 88
 BE1501.geopotential number by the normal gravity value computed on the
 BE1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1501.degrees latitude (g = 980.6199 gals.).
 BE1501
 BE1501.The modeled gravity was interpolated from observed gravity values.
 BE1501
 BE1501. The following values were computed from the NAD 83(1990) position.
 BE1501
 BE1501;                    North         East     Units Scale Factor Converg.
 BE1501;SPC FL N     -   135,241.243   467,980.597   MT  0.99994875   -0 41 20.8
 BE1501;SPC FL N     -   443,703.98  1,535,366.34   sFT  0.99994875   -0 41 20.8
 BE1501;UTM  16      - 3,342,915.667   608,629.818   MT  0.99974558   +0 34 04.9
 BE1501
 BE1501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1501!SPC FL N     -   1.00000329  x   0.99994875  =   0.99995204
 BE1501!UTM  16      -   1.00000329  x   0.99974558  =   0.99974887
 BE1501
 BE1501:                Primary Azimuth Mark                     Grid Az
 BE1501:SPC FL N     -  46 76 B13                                302 03 31.1
 BE1501:UTM  16      -  46 76 B13                                300 48 05.4
 BE1501
 BE1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0862942915(NAD 83)
 BE1501
 BE1501|---------------------------------------------------------------------|
 BE1501| PID    Reference Object                     Distance      Geod. Az  |
 BE1501|                                                           dddmmss.s |
 BE1501| BE1382 46 76 B14 RM 1                       11.185 METERS 07144     |
 BE1501| BE1500 46 76 B13                           APPROX. 1.3 KM 3012210.3 |
 BE1501| BE1462 46 76 B14 RM 2                       15.005 METERS 33447     |
 BE1501|---------------------------------------------------------------------|
 BE1501
 BE1501                          SUPERSEDED SURVEY CONTROL
 BE1501
 BE1501  NAD 83(1986)-  30 12 46.46441(N)    085 52 16.72877(W) AD(       ) 2
 BE1501  NAD 27      -  30 12 45.73412(N)    085 52 16.96210(W) AD(       ) 2
 BE1501  NGVD 29 (07/19/86)    6.82   (m)           22.4    (f) LEVELING    3  
 BE1501
 BE1501.Superseded values are not recommended for survey control.
 BE1501
 BE1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1501.See file dsdata.pdf to determine how the superseded data were derived.
 BE1501
 BE1501_MARKER: DD = SURVEY DISK
 BE1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1501_STAMPING: 46 76 B14
 BE1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1501+STABILITY: SURFACE MOTION
 BE1501
 BE1501  HISTORY     - Date     Condition        Report By
 BE1501  HISTORY     - 1976     MONUMENTED       FLDT
 BE1501  HISTORY     - 1977     GOOD             FLDT
 BE1501
 BE1501                          STATION DESCRIPTION
 BE1501
 BE1501'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1501'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF SOUTHPORT, ABOUT 13
 BE1501'MILES WEST-NORTHWEST OF PANAMA CITY AND ABOUT 9 MILES NORTHWEST OF
 BE1501'ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF U.S. ROUTE 98.
 BE1501'
 BE1501'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1501'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1501'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR 1.6
 BE1501'MILES TO THE INN PARADISE MOTEL AND STATION ON THE LEFT AND ACROSS
 BE1501'HIGHWAY FROM THE SOUTHEAST END OF MOTEL.
 BE1501'
 BE1501'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1501'BRASS DISK, STAMPED 46 76 B14, SET IN THE TOP OF A ROUND CONCRETE
 BE1501'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 21.4 FEET NORTHEAST OF
 BE1501'CENTER OF U.S. ROUTE 98, 24.3 FEET SOUTHWEST OF A METAL WITNESS
 BE1501'POST, 71.0 FEET SOUTH-SOUTHEAST OF POWERLINE POLE NO 56688-44363,
 BE1501'WITH STREET LIGHT AND 77.0 FEET WEST OF ANOTHER POWERLINE POLE
 BE1501'NO 56701-44356.
 BE1501'
 BE1501'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1501'TRANSPORTATION BRASS DISK, STAMPED 46 76 B14 RM NO 1, SET IN THE
 BE1501'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1501'GROUND.  IT IS 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, 49.0
 BE1501'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 50.5 FEET NORTHWEST OF
 BE1501'POWERLINE POLE NUMBER 56701-44356 AND 70.0 FEET WEST-NORTHWEST
 BE1501'OF THE SOUTHWEST CORNER OF A BLOCK BUILDING (MIKES BEACH
 BE1501'SUPPLIES).
 BE1501'
 BE1501'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1501'TRANSPORTATION BRASS DISK, STAMPED 46 76 B14 RM NO 2, SET IN THE
 BE1501'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1501'GROUND.  IT IS 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, 26.0
 BE1501'FEET EAST-SOUTHEAST OF A POWERLINE POLE NUMBER 56688-44363 AND 48.0
 BE1501'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98.
 BE1501
 BE1501                          STATION RECOVERY (1977)
 BE1501
 BE1501'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1501'1.35 MI SE FROM PANAMA CITY BEACH.
 BE1501'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1501'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1501'S. ROUTE 98 FOR ABOUT 1.35 MILES TO THE INN PARADISE MOTEL AND
 BE1501'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2
 BE1501'INCHES BELOW GROUND.  IT IS 77.0 FEET WEST OF POWER POLE NO.
 BE1501'56701-44356, 71.0 FEET SOUTH-SOUTHEAST OF POWER POLE NO. 56688-44363
 BE1501'SUPPORTING A STREET LIGHT, 24.0 FEET SOUTHWEST OF A METAL WITNESS POST
 BE1501'AND 21.4 FEET NORTHEAST OF CENTER OF U. S. ROUTE 98.  SECTION 20, T
 BE1501'3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1382 ***********************************************************************
 BE1382  DESIGNATION -  46 76 B14 RM 1
 BE1382  PID         -  BE1382
 BE1382  STATE/COUNTY-  FL/BAY
 BE1382  COUNTRY     -  US
 BE1382  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1382
 BE1382                         *CURRENT SURVEY CONTROL
 BE1382  ______________________________________________________________________
 BE1382* NAD 83(1986) POSITION- 30 12 46.57   (N) 085 52 16.32   (W)   HD_HELD1
 BE1382* NAVD 88 ORTHO HEIGHT -     6.678 (meters)       21.91  (feet) ADJUSTED
 BE1382  ______________________________________________________________________
 BE1382  GEOID HEIGHT    -        -27.656 (meters)                     GEOID18
 BE1382  DYNAMIC HEIGHT  -          6.670 (meters)       21.88  (feet) COMP
 BE1382  MODELED GRAVITY -    979,324.9   (mgal)                       NAVD 88
 BE1382
 BE1382  VERT ORDER      -  SECOND    CLASS II
 BE1382
 BE1382.The horizontal coordinates were determined by differentially corrected
 BE1382.hand held GPS observations or other comparable positioning techniques
 BE1382.and have an estimated accuracy of +/- 3 meters.
 BE1382
 BE1382.The orthometric height was determined by differential leveling and
 BE1382.adjusted by the NATIONAL GEODETIC SURVEY
 BE1382.in June 1991.
 BE1382
 BE1382.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1382.GEOID18 height accuracy estimate available here.
 BE1382
 BE1382.Click photographs - Photos may exist for this station.
 BE1382
 BE1382.The dynamic height is computed by dividing the NAVD 88
 BE1382.geopotential number by the normal gravity value computed on the
 BE1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1382.degrees latitude (g = 980.6199 gals.).
 BE1382
 BE1382.The modeled gravity was interpolated from observed gravity values.
 BE1382
 BE1382;                    North         East    Units  Estimated Accuracy
 BE1382;SPC FL N     -   135,244.7     467,991.3     MT  (+/- 3 meters HH1 GPS) 
 BE1382
 BE1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0864042919(NAD 83)
 BE1382
 BE1382                          SUPERSEDED SURVEY CONTROL
 BE1382
 BE1382.No superseded survey control is available for this station.
 BE1382
 BE1382_MARKER: DD = SURVEY DISK
 BE1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1382_STAMPING: 46 76 B14 RM NO 1
 BE1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1382+STABILITY: SURFACE MOTION
 BE1382
 BE1382  HISTORY     - Date     Condition        Report By
 BE1382  HISTORY     - 1976     MONUMENTED       FLDT
 BE1382  HISTORY     - 1977     GOOD             FLDT
 BE1382
 BE1382                          STATION DESCRIPTION
 BE1382
 BE1382'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1382'1.35 MI SE FROM PANAMA CITY BEACH.
 BE1382'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1382'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1382'S. ROUTE 98 FOR ABOUT 1.35 MILES TO THE INN PARADISE MOTEL AND
 BE1382'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1382'CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 70.0 FEET
 BE1382'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A BLOCK BUILDING (MIKES
 BE1382'BEACH SUPPLIES), 50.5 FEET NORTHWEST OF POWER POLE NO. 56701-44356,
 BE1382'49.0 FEET NORTHEAST OF CENTER OF U. S. ROUTE 98 AND 1.2 FEET SOUTHWEST
 BE1382'OF A METAL WITNESS POST.  SECTION 20, T 3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1462 ***********************************************************************
 BE1462  DESIGNATION -  46 76 B14 RM 2
 BE1462  PID         -  BE1462
 BE1462  STATE/COUNTY-  FL/BAY
 BE1462  COUNTRY     -  US
 BE1462  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1462
 BE1462                         *CURRENT SURVEY CONTROL
 BE1462  ______________________________________________________________________
 BE1462* NAD 83(1986) POSITION- 30 12 46.89   (N) 085 52 16.96   (W)   HD_HELD1
 BE1462* NAVD 88 ORTHO HEIGHT -     6.777 (meters)       22.23  (feet) ADJUSTED
 BE1462  ______________________________________________________________________
 BE1462  GEOID HEIGHT    -        -27.656 (meters)                     GEOID18
 BE1462  DYNAMIC HEIGHT  -          6.768 (meters)       22.20  (feet) COMP
 BE1462  MODELED GRAVITY -    979,324.9   (mgal)                       NAVD 88
 BE1462
 BE1462  VERT ORDER      -  SECOND    CLASS II
 BE1462
 BE1462.The horizontal coordinates were determined by differentially corrected
 BE1462.hand held GPS observations or other comparable positioning techniques
 BE1462.and have an estimated accuracy of +/- 3 meters.
 BE1462
 BE1462.The orthometric height was determined by differential leveling and
 BE1462.adjusted by the NATIONAL GEODETIC SURVEY
 BE1462.in June 1991.
 BE1462
 BE1462.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1462.GEOID18 height accuracy estimate available here.
 BE1462
 BE1462.Click photographs - Photos may exist for this station.
 BE1462
 BE1462.The dynamic height is computed by dividing the NAVD 88
 BE1462.geopotential number by the normal gravity value computed on the
 BE1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1462.degrees latitude (g = 980.6199 gals.).
 BE1462
 BE1462.The modeled gravity was interpolated from observed gravity values.
 BE1462
 BE1462;                    North         East    Units  Estimated Accuracy
 BE1462;SPC FL N     -   135,254.8     467,974.3     MT  (+/- 3 meters HH1 GPS) 
 BE1462
 BE1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0862342929(NAD 83)
 BE1462
 BE1462                          SUPERSEDED SURVEY CONTROL
 BE1462
 BE1462.No superseded survey control is available for this station.
 BE1462
 BE1462_MARKER: DD = SURVEY DISK
 BE1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1462_STAMPING: 46 76 B14 RM NO 2
 BE1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1462+STABILITY: SURFACE MOTION
 BE1462
 BE1462  HISTORY     - Date     Condition        Report By
 BE1462  HISTORY     - 1976     MONUMENTED       FLDT
 BE1462  HISTORY     - 1977     GOOD             FLDT
 BE1462
 BE1462                          STATION DESCRIPTION
 BE1462
 BE1462'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1462'1.35 MI SE FROM PANAMA CITY BEACH.
 BE1462'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1462'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1462'S. ROUTE 98 FOR ABOUT 1.35 MILES TO THE INN PARADISE MOTEL AND
 BE1462'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1462'CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 48.0 FEET NORTHEAST OF
 BE1462'CENTER OF U. S. ROUTE 98, 26.0 FEET EAST-SOUTHEAST OF POWER POLE NO.
 BE1462'56688-44363 SUPPORTING A STREET LIGHT AND 1.0 FOOT SOUTHWEST OF A
 BE1462'METAL WITNESS POST.  SECTION 20, T 3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1502 ***********************************************************************
 BE1502  DESIGNATION -  46 76 B15
 BE1502  PID         -  BE1502
 BE1502  STATE/COUNTY-  FL/BAY
 BE1502  COUNTRY     -  US
 BE1502  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1502
 BE1502                         *CURRENT SURVEY CONTROL
 BE1502  ______________________________________________________________________
 BE1502* NAD 83(1990) POSITION- 30 12 24.70480(N) 085 51 35.49211(W)   ADJUSTED
 BE1502* NAVD 88 ORTHO HEIGHT -     7.324 (meters)       24.03  (feet) ADJUSTED
 BE1502  ______________________________________________________________________
 BE1502  GEOID HEIGHT    -        -27.659 (meters)                     GEOID18
 BE1502  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 BE1502  DYNAMIC HEIGHT  -          7.314 (meters)       24.00  (feet) COMP
 BE1502  MODELED GRAVITY -    979,324.4   (mgal)                       NAVD 88
 BE1502
 BE1502  HORZ ORDER      -  SECOND
 BE1502  VERT ORDER      -  SECOND    CLASS II
 BE1502
 BE1502.The horizontal coordinates were established by classical geodetic methods
 BE1502.and adjusted by the National Geodetic Survey in May 1991.
 BE1502
 BE1502.The orthometric height was determined by differential leveling and
 BE1502.adjusted by the NATIONAL GEODETIC SURVEY
 BE1502.in June 1991.
 BE1502
 BE1502.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1502.GEOID18 height accuracy estimate available here.
 BE1502
 BE1502.Click photographs - Photos may exist for this station.
 BE1502
 BE1502.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1502
 BE1502.The dynamic height is computed by dividing the NAVD 88
 BE1502.geopotential number by the normal gravity value computed on the
 BE1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1502.degrees latitude (g = 980.6199 gals.).
 BE1502
 BE1502.The modeled gravity was interpolated from observed gravity values.
 BE1502
 BE1502. The following values were computed from the NAD 83(1990) position.
 BE1502
 BE1502;                    North         East     Units Scale Factor Converg.
 BE1502;SPC FL N     -   134,558.400   469,075.076   MT  0.99994867   -0 41 00.1
 BE1502;SPC FL N     -   441,463.68  1,538,957.15   sFT  0.99994867   -0 41 00.1
 BE1502;UTM  16      - 3,342,257.133   609,738.790   MT  0.99974857   +0 34 25.3
 BE1502
 BE1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1502!SPC FL N     -   1.00000319  x   0.99994867  =   0.99995186
 BE1502!UTM  16      -   1.00000319  x   0.99974857  =   0.99975176
 BE1502
 BE1502:                Primary Azimuth Mark                     Grid Az
 BE1502:SPC FL N     -  BAHAMA BEACH BELL MICRO TWR              356 05 12.3
 BE1502:UTM  16      -  BAHAMA BEACH BELL MICRO TWR              354 49 46.9
 BE1502
 BE1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0973842257(NAD 83)
 BE1502
 BE1502|---------------------------------------------------------------------|
 BE1502| PID    Reference Object                     Distance      Geod. Az  |
 BE1502|                                                           dddmmss.s |
 BE1502| BE1383 46 76 B15 RM 1                       14.009 METERS 11006     |
 BE1502| BE1463 46 76 B15 RM 2                       14.385 METERS 30026     |
 BE1502| BE3722 BAHAMA BEACH BELL MICRO TWR         APPROX. 1.0 KM 3552412.2 |
 BE1502|---------------------------------------------------------------------|
 BE1502
 BE1502                          SUPERSEDED SURVEY CONTROL
 BE1502
 BE1502  NAD 83(1986)-  30 12 24.71542(N)    085 51 35.50143(W) AD(       ) 2
 BE1502  NAD 27      -  30 12 23.98429(N)    085 51 35.73546(W) AD(       ) 2
 BE1502  NGVD 29 (07/19/86)    7.46   (m)           24.5    (f) LEVELING    3  
 BE1502
 BE1502.Superseded values are not recommended for survey control.
 BE1502
 BE1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1502.See file dsdata.pdf to determine how the superseded data were derived.
 BE1502
 BE1502_MARKER: DD = SURVEY DISK
 BE1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1502_STAMPING: 46 76 B15
 BE1502_MARK LOGO: FLDT
 BE1502_PROJECTION: RECESSED 3 CENTIMETERS
 BE1502_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1502+STABILITY: SURFACE MOTION
 BE1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE1502+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2025
 BE1502
 BE1502  HISTORY     - Date     Condition        Report By
 BE1502  HISTORY     - 1976     MONUMENTED       FLDT
 BE1502  HISTORY     - 1977     GOOD             FLDT
 BE1502  HISTORY     - 1980     GOOD             NOS
 BE1502  HISTORY     - 20070913 GOOD             FLDT
 BE1502  HISTORY     - 20180314 GOOD             MSSU
 BE1502  HISTORY     - 20250208 GOOD             USPSQD
 BE1502
 BE1502                          STATION DESCRIPTION
 BE1502
 BE1502'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1502'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1502'12 MILES WEST OF PANAMA CITY AND ABOUT 9 MILES NORTHWEST OF
 BE1502'ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF U.S. ROUTE 98.
 BE1502'
 BE1502'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1502'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1502'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1502'2.2 MILES TO REIDS TRAILER ESTATES AND STATION ON THE LEFT.
 BE1502'
 BE1502'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1502'BRASS DISK, STAMPED 46 76 B15, SET IN THE TOP OF A ROUND CONCRETE
 BE1502'MONUMENT 1 INCH BELOW THE GROUND.  IT IS 14.3 FEET SOUTHWEST OF A
 BE1502'POWERLINE POLE WITH A WITNESS TAG ATTACHED, 33.4 FEET NORTHEAST OF
 BE1502'CENTER OF U.S. ROUTE 98 AND 91.3 FEET SOUTH-SOUTHEAST OF
 BE1502'SOUTHEAST CORNER OF REIDS TRAILER ESTATES OFFICE BUILDING.
 BE1502'
 BE1502'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1502'TRANSPORTATION BRASS DISK, STAMPED 46 76 B15 RM NO 1, SET IN THE
 BE1502'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1502'GROUND.  IT IS 1.3 FEET SOUTHWEST OF A METAL WITNESS POST, 6.3
 BE1502'FEET EAST OF NORTH SUPPORT POST FOR TRAILER ESTATES SIGN, 43.6
 BE1502'FEET SOUTHEAST OF A POWERLINE POLE WITH WITNESS TAG ATTACHED AND
 BE1502'43.8 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98.
 BE1502'
 BE1502'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1502'TRANSPORTATION BRASS DISK, STAMPED 46 76 B15 RM NO 2, SET IN THE
 BE1502'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
 BE1502'GROUND.  IT IS 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, 32.4
 BE1502'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 52.0 FEET SOUTH OF
 BE1502'SOUTHEAST CORNER OF REIDS TRAILER ESTATES OFFICE BUILDING AND
 BE1502'58.6 FEET SOUTHEAST OF CENTER OF DRIVE TO TRAILER ESTATES.
 BE1502
 BE1502                          STATION RECOVERY (1977)
 BE1502
 BE1502'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1502'2.15 MI SE FROM PANAMA CITY BEACH.
 BE1502'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1502'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1502'S. ROUTE 98 FOR ABOUT 2.15 MILES TO REIDS TRAILER ESTATES AND STATION.
 BE1502'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 1 INCH BELOW
 BE1502'GROUND.  IT IS 91.3 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 BE1502'THE TRAILER ESTATES OFFICE BUILDING, 33.4 FEET NORTHEAST OF CENTER OF
 BE1502'U. S. ROUTE 98 AND 14.3 FEET SOUTHWEST OF A POWER POLE WITH A WITNESS
 BE1502'SHIELD ATTACHED.  SECTION 21, T 3S, R 16W.
 BE1502
 BE1502                          STATION RECOVERY (1980)
 BE1502
 BE1502'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1502'THE STATION WAS RECOVERED IN GOOD CONDITION AND A S PREVIOUSLY
 BE1502'DESCRIBED.
 BE1502
 BE1502                          STATION RECOVERY (2007)
 BE1502
 BE1502'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2007 (WTS)
 BE1502'RECOVERED IN GOOD CONDITION.
 BE1502
 BE1502                          STATION RECOVERY (2018)
 BE1502
 BE1502'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2018 (PCW)
 BE1502'SURVEY DISK IS LOCATED ALONG FRONT BEACH ROAD IN PANAMA CITY BEACH
 BE1502'NEAR REID'S COURT AND TRAILER PARK.  DISK IS 126.5 FT (38.6 M)
 BE1502'SOUTHWEST OF THE SOUTHEAST CORNER OF THE TRAILER PARK, 96.6 FT (29.4
 BE1502'M) SOUTHEAST OF REID'S COURT AND TRAILER PARK OFFICE BUILDING AND 33.6
 BE1502'FT (10.2 M) NORTHEAST OF THE CENTER OF FRONT BEACH ROAD.
 BE1502
 BE1502                          STATION RECOVERY (2025)
 BE1502
 BE1502'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 BE1502'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1383 ***********************************************************************
 BE1383  DESIGNATION -  46 76 B15 RM 1
 BE1383  PID         -  BE1383
 BE1383  STATE/COUNTY-  FL/BAY
 BE1383  COUNTRY     -  US
 BE1383  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1383
 BE1383                         *CURRENT SURVEY CONTROL
 BE1383  ______________________________________________________________________
 BE1383* NAD 83(1986) POSITION- 30 12 24.55   (N) 085 51 35.00   (W)   HD_HELD1
 BE1383* NAVD 88 ORTHO HEIGHT -     6.948 (meters)       22.80  (feet) ADJUSTED
 BE1383  ______________________________________________________________________
 BE1383  GEOID HEIGHT    -        -27.659 (meters)                     GEOID18
 BE1383  DYNAMIC HEIGHT  -          6.939 (meters)       22.77  (feet) COMP
 BE1383  MODELED GRAVITY -    979,324.4   (mgal)                       NAVD 88
 BE1383
 BE1383  VERT ORDER      -  SECOND    CLASS II
 BE1383
 BE1383.The horizontal coordinates were determined by differentially corrected
 BE1383.hand held GPS observations or other comparable positioning techniques
 BE1383.and have an estimated accuracy of +/- 3 meters.
 BE1383
 BE1383.The orthometric height was determined by differential leveling and
 BE1383.adjusted by the NATIONAL GEODETIC SURVEY
 BE1383.in June 1991.
 BE1383
 BE1383.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1383.GEOID18 height accuracy estimate available here.
 BE1383
 BE1383.Click photographs - Photos may exist for this station.
 BE1383
 BE1383.The dynamic height is computed by dividing the NAVD 88
 BE1383.geopotential number by the normal gravity value computed on the
 BE1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1383.degrees latitude (g = 980.6199 gals.).
 BE1383
 BE1383.The modeled gravity was interpolated from observed gravity values.
 BE1383
 BE1383;                    North         East    Units  Estimated Accuracy
 BE1383;SPC FL N     -   134,553.5     469,088.2     MT  (+/- 3 meters HH1 GPS) 
 BE1383
 BE1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0975142252(NAD 83)
 BE1383
 BE1383                          SUPERSEDED SURVEY CONTROL
 BE1383
 BE1383.No superseded survey control is available for this station.
 BE1383
 BE1383_MARKER: DD = SURVEY DISK
 BE1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1383_STAMPING: 46 76 B15 RM NO 1
 BE1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1383+STABILITY: SURFACE MOTION
 BE1383
 BE1383  HISTORY     - Date     Condition        Report By
 BE1383  HISTORY     - 1976     MONUMENTED       FLDT
 BE1383  HISTORY     - 1977     GOOD             FLDT
 BE1383
 BE1383                          STATION DESCRIPTION
 BE1383
 BE1383'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1383'2.15 MI SE FROM PANAMA CITY BEACH.
 BE1383'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1383'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON
 BE1383'U.S. ROUTE 98 FOR ABOUT 2.15 MILES TO REIDS TRAILER ESTATES AND
 BE1383'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1383'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 43.8 FEET NORTHEAST OF
 BE1383'CENTER OF U. S. ROUTE 98, 43.6 FEET SOUTHEAST OF A POWER POLE WITH A
 BE1383'WITNESS SHIELD ATTACHED, 6.3 FEET EAST OF THE NORTH SUPPORT POST FOR
 BE1383'THE REIDS TRAILER ESTATES SIGN AND 1.3 FEET SOUTHWEST OF A METAL
 BE1383'WITNESS POST.  SECTION 21, T3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1463 ***********************************************************************
 BE1463  DESIGNATION -  46 76 B15 RM 2
 BE1463  PID         -  BE1463
 BE1463  STATE/COUNTY-  FL/BAY
 BE1463  COUNTRY     -  US
 BE1463  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1463
 BE1463                         *CURRENT SURVEY CONTROL
 BE1463  ______________________________________________________________________
 BE1463* NAD 83(1986) POSITION- 30 12 24.94   (N) 085 51 35.96   (W)   HD_HELD1
 BE1463* NAVD 88 ORTHO HEIGHT -     7.175 (meters)       23.54  (feet) ADJUSTED
 BE1463  ______________________________________________________________________
 BE1463  GEOID HEIGHT    -        -27.659 (meters)                     GEOID18
 BE1463  DYNAMIC HEIGHT  -          7.166 (meters)       23.51  (feet) COMP
 BE1463  MODELED GRAVITY -    979,324.4   (mgal)                       NAVD 88
 BE1463
 BE1463  VERT ORDER      -  SECOND    CLASS II
 BE1463
 BE1463.The horizontal coordinates were determined by differentially corrected
 BE1463.hand held GPS observations or other comparable positioning techniques
 BE1463.and have an estimated accuracy of +/- 3 meters.
 BE1463
 BE1463.The orthometric height was determined by differential leveling and
 BE1463.adjusted by the NATIONAL GEODETIC SURVEY
 BE1463.in June 1991.
 BE1463
 BE1463.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1463.GEOID18 height accuracy estimate available here.
 BE1463
 BE1463.Click photographs - Photos may exist for this station.
 BE1463
 BE1463.The dynamic height is computed by dividing the NAVD 88
 BE1463.geopotential number by the normal gravity value computed on the
 BE1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1463.degrees latitude (g = 980.6199 gals.).
 BE1463
 BE1463.The modeled gravity was interpolated from observed gravity values.
 BE1463
 BE1463;                    North         East    Units  Estimated Accuracy
 BE1463;SPC FL N     -   134,565.8     469,062.6     MT  (+/- 3 meters HH1 GPS) 
 BE1463
 BE1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0972642264(NAD 83)
 BE1463
 BE1463                          SUPERSEDED SURVEY CONTROL
 BE1463
 BE1463.No superseded survey control is available for this station.
 BE1463
 BE1463_MARKER: DD = SURVEY DISK
 BE1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1463_STAMPING: 46 76 B15 RM NO 2
 BE1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1463+STABILITY: SURFACE MOTION
 BE1463
 BE1463  HISTORY     - Date     Condition        Report By
 BE1463  HISTORY     - 1976     MONUMENTED       FLDT
 BE1463  HISTORY     - 1977     GOOD             FLDT
 BE1463
 BE1463                          STATION DESCRIPTION
 BE1463
 BE1463'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1463'2.15 MI SE FROM PANAMA CITY BEACH.
 BE1463'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1463'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1463'S. ROUTE 98 FOR ABOUT 2.15 MILES TO REIDS TRAILER ESTATES AND
 BE1463'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1463'CONCRETE MONUMENT 4 INCHES BELOW GROUND.  IT IS 58.6 FEET SOUTHEAST OF
 BE1463'CENTER OF THE ENTRANCE DRIVE TO TRAILER ESTATES, 52.0 FEET SOUTH OF
 BE1463'THE SOUTHEAST CORNER OF THE TRAILER ESTATES OFFICE BUILDING, 32.4 FEET
 BE1463'NORTHEAST OF CENTER OF U. S. ROUTE 98 AND 1.5 FEET SOUTHWEST OF A
 BE1463'METAL WITNESS POST.  SECTION 21, T3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1503 ***********************************************************************
 BE1503  DESIGNATION -  46 76 B16
 BE1503  PID         -  BE1503
 BE1503  STATE/COUNTY-  FL/BAY
 BE1503  COUNTRY     -  US
 BE1503  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1503
 BE1503                         *CURRENT SURVEY CONTROL
 BE1503  ______________________________________________________________________
 BE1503* NAD 83(1990) POSITION- 30 12 03.64922(N) 085 50 58.47163(W)   ADJUSTED
 BE1503* NAVD 88 ORTHO HEIGHT -     7.382 (meters)       24.22  (feet) ADJUSTED
 BE1503  ______________________________________________________________________
 BE1503  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 BE1503  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 BE1503  DYNAMIC HEIGHT  -          7.372 (meters)       24.19  (feet) COMP
 BE1503  MODELED GRAVITY -    979,323.9   (mgal)                       NAVD 88
 BE1503
 BE1503  HORZ ORDER      -  SECOND
 BE1503  VERT ORDER      -  SECOND    CLASS II
 BE1503
 BE1503.The horizontal coordinates were established by classical geodetic methods
 BE1503.and adjusted by the National Geodetic Survey in May 1991.
 BE1503
 BE1503.The orthometric height was determined by differential leveling and
 BE1503.adjusted by the NATIONAL GEODETIC SURVEY
 BE1503.in June 1991.
 BE1503
 BE1503.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1503.GEOID18 height accuracy estimate available here.
 BE1503
 BE1503.Click photographs - Photos may exist for this station.
 BE1503
 BE1503.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1503
 BE1503.The dynamic height is computed by dividing the NAVD 88
 BE1503.geopotential number by the normal gravity value computed on the
 BE1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1503.degrees latitude (g = 980.6199 gals.).
 BE1503
 BE1503.The modeled gravity was interpolated from observed gravity values.
 BE1503
 BE1503. The following values were computed from the NAD 83(1990) position.
 BE1503
 BE1503;                    North         East     Units Scale Factor Converg.
 BE1503;SPC FL N     -   133,898.344   470,057.430   MT  0.99994861   -0 40 41.5
 BE1503;SPC FL N     -   439,298.15  1,542,180.08   sFT  0.99994861   -0 40 41.5
 BE1503;UTM  16      - 3,341,618.913   610,735.190   MT  0.99975128   +0 34 43.5
 BE1503
 BE1503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1503!SPC FL N     -   1.00000318  x   0.99994861  =   0.99995179
 BE1503!UTM  16      -   1.00000318  x   0.99975128  =   0.99975446
 BE1503
 BE1503:                Primary Azimuth Mark                     Grid Az
 BE1503:SPC FL N     -  BAHAMA BEACH BELL MICRO TWR              327 29 24.4
 BE1503:UTM  16      -  BAHAMA BEACH BELL MICRO TWR              326 13 59.4
 BE1503
 BE1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1073541618(NAD 83)
 BE1503
 BE1503|---------------------------------------------------------------------|
 BE1503| PID    Reference Object                     Distance      Geod. Az  |
 BE1503|                                                           dddmmss.s |
 BE1503| BE1384 46 76 B16 RM 1                       18.157 METERS 12950     |
 BE1503| CW1687 46 76 B16 RM 2                       15.237 METERS 23739     |
 BE1503| BE3722 BAHAMA BEACH BELL MICRO TWR         APPROX. 2.0 KM 3264842.9 |
 BE1503|---------------------------------------------------------------------|
 BE1503
 BE1503                          SUPERSEDED SURVEY CONTROL
 BE1503
 BE1503  NAD 83(1986)-  30 12 03.65970(N)    085 50 58.48106(W) AD(       ) 2
 BE1503  NAD 27      -  30 12 02.92769(N)    085 50 58.71581(W) AD(       ) 2
 BE1503  NGVD 29 (07/19/86)    7.52   (m)           24.7    (f) LEVELING    3  
 BE1503
 BE1503.Superseded values are not recommended for survey control.
 BE1503
 BE1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1503.See file dsdata.pdf to determine how the superseded data were derived.
 BE1503
 BE1503_MARKER: DD = SURVEY DISK
 BE1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1503_STAMPING: 46 76 B16
 BE1503_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1503+STABILITY: SURFACE MOTION
 BE1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE1503+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2007
 BE1503
 BE1503  HISTORY     - Date     Condition        Report By
 BE1503  HISTORY     - 1976     MONUMENTED       FLDT
 BE1503  HISTORY     - 1977     GOOD             FLDT
 BE1503  HISTORY     - 1980     GOOD             NOS
 BE1503  HISTORY     - 20070913 GOOD             FLDT
 BE1503
 BE1503                          STATION DESCRIPTION
 BE1503
 BE1503'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1503'STATION IS LOCATED ABOUT 14 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1503'12 MILES WEST OF PANAMA CITY AND ABOUT 8 MILES NORTHWEST OF
 BE1503'ST. ANDREWS STATE PARK, ON THE SOUTHWEST SIDE OF U.S. ROUTE 98.
 BE1503'
 BE1503'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1503'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1503'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1503'2.9 MILES TO THE INTERSECTION OF PETREL STREET AND STATION ON THE
 BE1503'LEFT.
 BE1503'
 BE1503'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1503'BRASS DISK, STAMPED 46 76 B16, SET IN THE TOP OF A ROUND CONCRETE
 BE1503'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 19.7 FEET NORTHEAST OF
 BE1503'A POWERLINE BRACE POLE WITH A WITNESS TAG ATTACHED, 24.5 FEET
 BE1503'SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 32.0 FEET SOUTH OF
 BE1503'CENTER OF INTERSECTION OF PETREL STREET AND U.S. ROUTE 98.
 BE1503'
 BE1503'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1503'TRANSPORTATION BRASS DISK, STAMPED 46 76 B16 RM NO 1, SET IN THE
 BE1503'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1503'GROUND.  IT IS 1.5 FEET NORTHEAST OF A METAL WITNESS POST, 27.0
 BE1503'FEET NORTHWEST OF CENTER OF A WOODEN WALK TO BEACH, 32.0 FEET
 BE1503'SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 60.5 FEET
 BE1503'EAST-SOUTHEAST OF A POWERLINE BRACE POLE WITH A WITNESS TAG
 BE1503'ATTACHED.
 BE1503'
 BE1503'REFERENCE MARK NUMBER 2 IS A STANDARD U.S. ENGINEER BRASS DISK,
 BE1503'STAMPED P.C.B.E. 4 STA 0+40 1970, SET IN THE TOP OF A 5 INCH SQUARE
 BE1503'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 BE1503'1.3 FEET NORTHEAST OF A METAL WITNESS POST, 32.3 FEET SOUTHWEST
 BE1503'OF A POWERLINE BRACE POLE WITH A WITNESS TAG ATTACHED AND 70.0
 BE1503'FEET SOUTH-SOUTHWEST OF CENTER OF INTERSECTION OF U.S. ROUTE 98
 BE1503'AND PETREL STREET.
 BE1503
 BE1503                          STATION RECOVERY (1977)
 BE1503
 BE1503'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1503'2.85 MI SE FROM PANAMA CITY BEACH.
 BE1503'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1503'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1503'S. ROUTE 98 FOR ABOUT 2.85 MILES TO THE JUNCTION OF PETREL STREET AND
 BE1503'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2
 BE1503'INCHES BELOW GROUND.  IT IS 32.0 FEET SOUTH OF CENTER OF THE JUNCTION
 BE1503'OF U. S. ROUTE 98 AND PETREL STREET, 24.5 FEET SOUTHWEST OF CENTER OF
 BE1503'U. S. ROUTE 98 AND 19.7 FEET NORTHEAST OF A POWER LINE POLE WITH A
 BE1503'WITNESS SHIELD ATTACHED.  SECTION 28, T 3S, R 16W.
 BE1503
 BE1503                          STATION RECOVERY (1980)
 BE1503
 BE1503'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1503'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS
 BE1503'PREVIOUSLY DESCRIBED.
 BE1503
 BE1503                          STATION RECOVERY (2007)
 BE1503
 BE1503'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2007 (WTS)
 BE1503'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1384 ***********************************************************************
 BE1384  DESIGNATION -  46 76 B16 RM 1
 BE1384  PID         -  BE1384
 BE1384  STATE/COUNTY-  FL/BAY
 BE1384  COUNTRY     -  US
 BE1384  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1384
 BE1384                         *CURRENT SURVEY CONTROL
 BE1384  ______________________________________________________________________
 BE1384* NAD 83(1986) POSITION- 30 12 03.27   (N) 085 50 57.95   (W)   HD_HELD1
 BE1384* NAVD 88 ORTHO HEIGHT -     6.910 (meters)       22.67  (feet) ADJUSTED
 BE1384  ______________________________________________________________________
 BE1384  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 BE1384  DYNAMIC HEIGHT  -          6.901 (meters)       22.64  (feet) COMP
 BE1384  MODELED GRAVITY -    979,323.9   (mgal)                       NAVD 88
 BE1384
 BE1384  VERT ORDER      -  SECOND    CLASS II
 BE1384
 BE1384.The horizontal coordinates were determined by differentially corrected
 BE1384.hand held GPS observations or other comparable positioning techniques
 BE1384.and have an estimated accuracy of +/- 3 meters.
 BE1384
 BE1384.The orthometric height was determined by differential leveling and
 BE1384.adjusted by the NATIONAL GEODETIC SURVEY
 BE1384.in June 1991.
 BE1384
 BE1384.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1384.GEOID18 height accuracy estimate available here.
 BE1384
 BE1384.Click photographs - Photos may exist for this station.
 BE1384
 BE1384.The dynamic height is computed by dividing the NAVD 88
 BE1384.geopotential number by the normal gravity value computed on the
 BE1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1384.degrees latitude (g = 980.6199 gals.).
 BE1384
 BE1384.The modeled gravity was interpolated from observed gravity values.
 BE1384
 BE1384;                    North         East    Units  Estimated Accuracy
 BE1384;SPC FL N     -   133,886.5     470,071.2     MT  (+/- 3 meters HH1 GPS) 
 BE1384
 BE1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1074941607(NAD 83)
 BE1384
 BE1384                          SUPERSEDED SURVEY CONTROL
 BE1384
 BE1384.No superseded survey control is available for this station.
 BE1384
 BE1384_MARKER: DD = SURVEY DISK
 BE1384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1384_STAMPING: 46 76 B16 RM NO 1
 BE1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1384+STABILITY: SURFACE MOTION
 BE1384
 BE1384  HISTORY     - Date     Condition        Report By
 BE1384  HISTORY     - 1976     MONUMENTED       FLDT
 BE1384  HISTORY     - 1977     GOOD             FLDT
 BE1384
 BE1384                          STATION DESCRIPTION
 BE1384
 BE1384'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1384'2.85 MI SE FROM PANAMA CITY BEACH.
 BE1384'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1384'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1384'ROUTE 98 FOR ABOUT 2.85 MILES TO THE JUNCTION OF PETREL STREET AND
 BE1384'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BE1384'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 60.5 FEET
 BE1384'EAST-SOUTHEAST OF A POWERLINE BRACE POLE WITH A WITNESS SHIELD
 BE1384'ATTACHED, 32.0 FEET SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98, 27.0
 BE1384'FEET NORTHWEST OF CENTER OF A WOODEN WALKWAY TO THE BEACH AND 1.5 FEET
 BE1384'NORTHEAST OF A METAL WITNESS POST.  SECTION 28, T 3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1504 ***********************************************************************
 BE1504  DESIGNATION -  46 76 B17
 BE1504  PID         -  BE1504
 BE1504  STATE/COUNTY-  FL/BAY
 BE1504  COUNTRY     -  US
 BE1504  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1504
 BE1504                         *CURRENT SURVEY CONTROL
 BE1504  ______________________________________________________________________
 BE1504* NAD 83(1990) POSITION- 30 11 46.49350(N) 085 50 26.19556(W)   ADJUSTED
 BE1504* NAVD 88 ORTHO HEIGHT -     7.822 (meters)       25.66  (feet) ADJUSTED
 BE1504  ______________________________________________________________________
 BE1504  GEOID HEIGHT    -        -27.663 (meters)                     GEOID18
 BE1504  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 BE1504  DYNAMIC HEIGHT  -          7.811 (meters)       25.63  (feet) COMP
 BE1504  MODELED GRAVITY -    979,323.5   (mgal)                       NAVD 88
 BE1504
 BE1504  HORZ ORDER      -  SECOND
 BE1504  VERT ORDER      -  SECOND    CLASS II
 BE1504
 BE1504.The horizontal coordinates were established by classical geodetic methods
 BE1504.and adjusted by the National Geodetic Survey in May 1991.
 BE1504
 BE1504.The orthometric height was determined by differential leveling and
 BE1504.adjusted by the NATIONAL GEODETIC SURVEY
 BE1504.in June 1991.
 BE1504
 BE1504.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1504.GEOID18 height accuracy estimate available here.
 BE1504
 BE1504.Click photographs - Photos may exist for this station.
 BE1504
 BE1504.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1504
 BE1504.The dynamic height is computed by dividing the NAVD 88
 BE1504.geopotential number by the normal gravity value computed on the
 BE1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1504.degrees latitude (g = 980.6199 gals.).
 BE1504
 BE1504.The modeled gravity was interpolated from observed gravity values.
 BE1504
 BE1504. The following values were computed from the NAD 83(1990) position.
 BE1504
 BE1504;                    North         East     Units Scale Factor Converg.
 BE1504;SPC FL N     -   133,359.943   470,914.421   MT  0.99994856   -0 40 25.3
 BE1504;SPC FL N     -   437,531.75  1,544,991.73   sFT  0.99994856   -0 40 25.3
 BE1504;UTM  16      - 3,341,099.542   611,603.614   MT  0.99975366   +0 34 59.5
 BE1504
 BE1504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1504!SPC FL N     -   1.00000312  x   0.99994856  =   0.99995168
 BE1504!UTM  16      -   1.00000312  x   0.99975366  =   0.99975678
 BE1504
 BE1504:                Primary Azimuth Mark                     Grid Az
 BE1504:SPC FL N     -  46 76 B16                                302 08 20.2
 BE1504:UTM  16      -  46 76 B16                                300 52 55.4
 BE1504
 BE1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1160341099(NAD 83)
 BE1504
 BE1504|---------------------------------------------------------------------|
 BE1504| PID    Reference Object                     Distance      Geod. Az  |
 BE1504|                                                           dddmmss.s |
 BE1504| BE1503 46 76 B16                           APPROX. 1.0 KM 3012754.9 |
 BE1504|---------------------------------------------------------------------|
 BE1504
 BE1504                          SUPERSEDED SURVEY CONTROL
 BE1504
 BE1504  NAD 83(1986)-  30 11 46.50384(N)    085 50 26.20506(W) AD(       ) 2
 BE1504  NAD 27      -  30 11 45.77102(N)    085 50 26.44047(W) AD(       ) 2
 BE1504  NGVD 29 (07/19/86)    7.95   (m)           26.1    (f) LEVELING    3  
 BE1504
 BE1504.Superseded values are not recommended for survey control.
 BE1504
 BE1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1504.See file dsdata.pdf to determine how the superseded data were derived.
 BE1504
 BE1504_MARKER: DD = SURVEY DISK
 BE1504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1504_STAMPING: 46 76 B17
 BE1504_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1504+STABILITY: SURFACE MOTION
 BE1504
 BE1504  HISTORY     - Date     Condition        Report By
 BE1504  HISTORY     - 1976     MONUMENTED       FLDT
 BE1504  HISTORY     - 1977     GOOD             FLDT
 BE1504  HISTORY     - 1980     GOOD             NOS
 BE1504
 BE1504                          STATION DESCRIPTION
 BE1504
 BE1504'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1504'STATION IS LOCATED ABOUT 13-1/2 MILES SOUTHWEST OF SOUTHPORT,
 BE1504'ABOUT 11 MILES WEST OF PANAMA CITY AND ABOUT 7 MILES NORTHWEST OF
 BE1504'ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF U.S. ROUTE 98.
 BE1504'
 BE1504'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1504'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1504'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1504'3.5 MILES TO EVERGREEN STREET AND STATION ON THE LEFT.
 BE1504'
 BE1504'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1504'BRASS DISK, STAMPED 46 76 B17, SET IN THE TOP OF A 4 INCH X 4
 BE1504'INCH CONCRETE MONUMENT 5 INCHES BELOW THE GROUND.  IT IS 8.5 FEET
 BE1504'SOUTH-SOUTHWEST OF A GUY WIRE, 18.0 FEET SOUTH-SOUTHWEST OF A
 BE1504'POWERLINE POLE WITH A WITNESS TAG ATTACHED, 28.0 FEET NORTHEAST
 BE1504'OF CENTER OF U.S. ROUTE 98, 47.0 FEET SOUTHWEST OF THE SOUTHWEST
 BE1504'CORNER OF A STUCCO HOUSE, 48.0 FEET SOUTH OF THE SOUTHEAST
 BE1504'CORNER OF A BLOCK BUILDING AND 146.0 FEET SOUTHEAST OF CENTER OF
 BE1504'EVERGREEN STREET.
 BE1504
 BE1504                          STATION RECOVERY (1977)
 BE1504
 BE1504'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1504'3.45 MI SE FROM PANAMA CITY BEACH.
 BE1504'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1504'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1504'ROUTE 98 FOR ABOUT 3.45 MILES TO THE JUNCTION OF EVERGREEN STREET AND
 BE1504'STATION.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE
 BE1504'MONUMENT 5 INCHES BELOW GROUND.  IT IS 146.0 FEET
 BE1504'SOUTHEAST OF CENTER OF EVERGREEN STREET, 48.0 FEET SOUTH OF THE
 BE1504'SOUTHEAST CORNER OF A CONCRETE BLOCK BUILDING (FRANS BEACH SUPPLIES),
 BE1504'47.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A STUCCO HOUSE, 28.0
 BE1504'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 18.0 FEET SOUTH-SOUTHWEST
 BE1504'OF A POWER POLE WITH A WITNESS SHIELD ATTACHED AND 8.5 FEET
 BE1504'SOUTH-SOUTHWEST OF A GUY WIRE.  SECTION 27, T 3S, R 16W.
 BE1504
 BE1504                          STATION RECOVERY (1980)
 BE1504
 BE1504'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1504'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLYY
 BE1504'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1505 ***********************************************************************
 BE1505  DESIGNATION -  46 76 B18
 BE1505  PID         -  BE1505
 BE1505  STATE/COUNTY-  FL/BAY
 BE1505  COUNTRY     -  US
 BE1505  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1505
 BE1505                         *CURRENT SURVEY CONTROL
 BE1505  ______________________________________________________________________
 BE1505* NAD 83(1990) POSITION- 30 11 30.07927(N) 085 49 56.74668(W)   ADJUSTED
 BE1505* NAVD 88 ORTHO HEIGHT -     7.849 (meters)       25.75  (feet) ADJUSTED
 BE1505  ______________________________________________________________________
 BE1505  GEOID HEIGHT    -        -27.664 (meters)                     GEOID18
 BE1505  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 BE1505  DYNAMIC HEIGHT  -          7.839 (meters)       25.72  (feet) COMP
 BE1505  MODELED GRAVITY -    979,323.0   (mgal)                       NAVD 88
 BE1505
 BE1505  HORZ ORDER      -  SECOND
 BE1505  VERT ORDER      -  SECOND    CLASS II
 BE1505
 BE1505.The horizontal coordinates were established by classical geodetic methods
 BE1505.and adjusted by the National Geodetic Survey in May 1991.
 BE1505
 BE1505.The orthometric height was determined by differential leveling and
 BE1505.adjusted by the NATIONAL GEODETIC SURVEY
 BE1505.in June 1991.
 BE1505
 BE1505.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1505.GEOID18 height accuracy estimate available here.
 BE1505
 BE1505.Click photographs - Photos may exist for this station.
 BE1505
 BE1505.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1505
 BE1505.The dynamic height is computed by dividing the NAVD 88
 BE1505.geopotential number by the normal gravity value computed on the
 BE1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1505.degrees latitude (g = 980.6199 gals.).
 BE1505
 BE1505.The modeled gravity was interpolated from observed gravity values.
 BE1505
 BE1505. The following values were computed from the NAD 83(1990) position.
 BE1505
 BE1505;                    North         East     Units Scale Factor Converg.
 BE1505;SPC FL N     -   132,845.322   471,696.143   MT  0.99994852   -0 40 10.5
 BE1505;SPC FL N     -   435,843.36  1,547,556.43   sFT  0.99994852   -0 40 10.5
 BE1505;UTM  16      - 3,340,602.288   612,396.283   MT  0.99975585   +0 35 14.0
 BE1505
 BE1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1505!SPC FL N     -   1.00000311  x   0.99994852  =   0.99995163
 BE1505!UTM  16      -   1.00000311  x   0.99975585  =   0.99975896
 BE1505
 BE1505:                Primary Azimuth Mark                     Grid Az
 BE1505:SPC FL N     -  46 76 B17                                303 21 27.1
 BE1505:UTM  16      -  46 76 B17                                302 06 02.6
 BE1505
 BE1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1239640602(NAD 83)
 BE1505
 BE1505|---------------------------------------------------------------------|
 BE1505| PID    Reference Object                     Distance      Geod. Az  |
 BE1505|                                                           dddmmss.s |
 BE1505| BE1385 46 76 B18 RM 1                       12.997 METERS 12203     |
 BE1505| BE3720 TP 01 OBS TWR                       APPROX. 0.5 KM 1233738.5 |
 BE1505| BE1504 46 76 B17                           APPROX. 0.9 KM 3024116.6 |
 BE1505| BE1464 46 76 B18 RM 2                       25.785 METERS 31829     |
 BE1505|---------------------------------------------------------------------|
 BE1505
 BE1505                          SUPERSEDED SURVEY CONTROL
 BE1505
 BE1505  NAD 83(1986)-  30 11 30.08949(N)    085 49 56.75627(W) AD(       ) 2
 BE1505  NAD 27      -  30 11 29.35585(N)    085 49 56.99234(W) AD(       ) 2
 BE1505  NGVD 29 (07/19/86)    7.98   (m)           26.2    (f) LEVELING    3  
 BE1505
 BE1505.Superseded values are not recommended for survey control.
 BE1505
 BE1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1505.See file dsdata.pdf to determine how the superseded data were derived.
 BE1505
 BE1505_MARKER: DD = SURVEY DISK
 BE1505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1505_SP_SET: CONCRETE DRIVE
 BE1505_STAMPING: 46 76 B18
 BE1505_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1505
 BE1505  HISTORY     - Date     Condition        Report By
 BE1505  HISTORY     - 1976     MONUMENTED       FLDT
 BE1505  HISTORY     - 1977     GOOD             FLDT
 BE1505  HISTORY     - 1980     GOOD             NOS
 BE1505
 BE1505                          STATION DESCRIPTION
 BE1505
 BE1505'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1505'STATION IS LOCATED ABOUT 13-1/2 MILES SOUTHWEST OF SOUTHPORT,
 BE1505'ABOUT 10-1/2 MILES WEST OF PANAMA CITY AND ABOUT 6-1/2 MILES
 BE1505'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF
 BE1505'U.S. ROUTE 98.
 BE1505'
 BE1505'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1505'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1505'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1505'4.1 MILES TO SURF MOTEL AND STATION ON THE LEFT.
 BE1505'
 BE1505'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1505'BRASS DISK, STAMPED 46 76 B18, SET IN A DRILL HOLE FLUSH WITH THE
 BE1505'TOP OF CONCRETE DRIVE.  IT IS 1.7 FEET SOUTHEAST OF NORTHWEST EDGE
 BE1505'OF CONCRETE DRIVE, 25.3 FEET NORTH-NORTHEAST OF CENTER OF
 BE1505'U.S. ROUTE 98 AND 38.4 FEET WEST-SOUTHWEST OF SOUTHWEST CORNER OF
 BE1505'SURF MOTEL OFFICE BUILDING.
 BE1505'
 BE1505'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1505'TRANSPORTATION BRASS DISK, STAMPED 46 76 B18 RM NO 1, SET IN A
 BE1505'DRILL HOLE FLUSH WITH TOP OF CONCRETE DRIVE.  IT IS 1.3 FEET
 BE1505'NORTHWEST OF SOUTHEAST EDGE OF CONCRETE DRIVE, 15.2 FEET
 BE1505'SOUTH-SOUTHWEST OF A POWERLINE POLE WITH A STREET LIGHT, 27.0
 BE1505'FEET NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 32.6 FEET
 BE1505'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF MOTEL OFFICE
 BE1505'BUILDING.
 BE1505'
 BE1505'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1505'TRANSPORTATION BRASS DISK, STAMPED 46 76 B18 RM NO 2, SET IN
 BE1505'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH BELOW THE
 BE1505'GROUND.  IT IS 1.4 FEET SOUTH-SOUTHWEST OF A CONCRETE CURB, 6.7
 BE1505'FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE NORTHWEST
 BE1505'WING OF MOTEL, 9.2 FEET SOUTHWEST OF A PALM TREE AND 46.8 FEET
 BE1505'NORTH-NORTHEAST OF CENTER OF U.S. ROUTE 98.
 BE1505
 BE1505                          STATION RECOVERY (1977)
 BE1505
 BE1505'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1505'4.05 MI SE FROM PANAMA CITY BEACH.
 BE1505'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1505'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH, GO SOUTHEAST ON U.S.
 BE1505'ROUTE 98 FOR ABOUT 4.05 MILES TO THE SURF MOTEL AND STATION, WHICH IS
 BE1505'SET IN A DRILL HOLE IN THE TOP OF A CONCRETE DRIVE.  IT IS 38.4 FEET
 BE1505'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SURF MOTEL OFFICE, 25.3
 BE1505'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 1.7 FEET SOUTHEAST OF
 BE1505'THE NORTHWEST EDGE OF THE CONCRETE DRIVE.  SECTION 27, T 3S, R 16W.
 BE1505
 BE1505                          STATION RECOVERY (1980)
 BE1505
 BE1505'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1505'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS
 BE1505'PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1385 ***********************************************************************
 BE1385  DESIGNATION -  46 76 B18 RM 1
 BE1385  PID         -  BE1385
 BE1385  STATE/COUNTY-  FL/BAY
 BE1385  COUNTRY     -  US
 BE1385  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1385
 BE1385                         *CURRENT SURVEY CONTROL
 BE1385  ______________________________________________________________________
 BE1385* NAD 83(1986) POSITION- 30 11 29.86   (N) 085 49 56.33   (W)   HD_HELD1
 BE1385* NAVD 88 ORTHO HEIGHT -     7.810 (meters)       25.62  (feet) ADJUSTED
 BE1385  ______________________________________________________________________
 BE1385  GEOID HEIGHT    -        -27.664 (meters)                     GEOID18
 BE1385  DYNAMIC HEIGHT  -          7.799 (meters)       25.59  (feet) COMP
 BE1385  MODELED GRAVITY -    979,323.0   (mgal)                       NAVD 88
 BE1385
 BE1385  VERT ORDER      -  SECOND    CLASS II
 BE1385
 BE1385.The horizontal coordinates were determined by differentially corrected
 BE1385.hand held GPS observations or other comparable positioning techniques
 BE1385.and have an estimated accuracy of +/- 3 meters.
 BE1385
 BE1385.The orthometric height was determined by differential leveling and
 BE1385.adjusted by the NATIONAL GEODETIC SURVEY
 BE1385.in June 1991.
 BE1385
 BE1385.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1385.GEOID18 height accuracy estimate available here.
 BE1385
 BE1385.Click photographs - Photos may exist for this station.
 BE1385
 BE1385.The dynamic height is computed by dividing the NAVD 88
 BE1385.geopotential number by the normal gravity value computed on the
 BE1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1385.degrees latitude (g = 980.6199 gals.).
 BE1385
 BE1385.The modeled gravity was interpolated from observed gravity values.
 BE1385
 BE1385;                    North         East    Units  Estimated Accuracy
 BE1385;SPC FL N     -   132,838.4     471,707.2     MT  (+/- 3 meters HH1 GPS) 
 BE1385
 BE1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1240740595(NAD 83)
 BE1385
 BE1385                          SUPERSEDED SURVEY CONTROL
 BE1385
 BE1385.No superseded survey control is available for this station.
 BE1385
 BE1385_MARKER: DD = SURVEY DISK
 BE1385_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1385_SP_SET: CONCRETE DRIVE
 BE1385_STAMPING: 46 76 B18 RM NO 1
 BE1385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1385
 BE1385  HISTORY     - Date     Condition        Report By
 BE1385  HISTORY     - 1976     MONUMENTED       FLDT
 BE1385  HISTORY     - 1977     GOOD             FLDT
 BE1385
 BE1385                          STATION DESCRIPTION
 BE1385
 BE1385'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1385'4.05 MI SE FROM PANAMA CITY BEACH.
 BE1385'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1385'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1385'ROUTE 98 FOR ABOUT 4.05 MILES TO THE SURF MOTEL AND REFERENCE MARK,
 BE1385'WHICH IS SET IN A DRILL HOLE IN THE TOP OF A CONCRETE DRIVE. IT IS
 BE1385'32.6 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE SURF MOTEL
 BE1385'OFFICE, 27.0 FEET NORTHEAST OF THE CENTER OF U.S. ROUTE 98, 15.2 FEET
 BE1385'SOUTH-SOUTHWEST OF A POWER POLE SUPPORTING A STREET LIGHT AND 1.3 FEET
 BE1385'NORTHWEST OF THE SOUTHEAST EDGE OF THE CONCRETE DRIVE. SECTION 27, T
 BE1385'3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1464 ***********************************************************************
 BE1464  DESIGNATION -  46 76 B18 RM 2
 BE1464  PID         -  BE1464
 BE1464  STATE/COUNTY-  FL/BAY
 BE1464  COUNTRY     -  US
 BE1464  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1464
 BE1464                         *CURRENT SURVEY CONTROL
 BE1464  ______________________________________________________________________
 BE1464* NAD 83(1986) POSITION- 30 11 30.71   (N) 085 49 57.39   (W)   HD_HELD1
 BE1464* NAVD 88 ORTHO HEIGHT -     7.758 (meters)       25.45  (feet) ADJUSTED
 BE1464  ______________________________________________________________________
 BE1464  GEOID HEIGHT    -        -27.664 (meters)                     GEOID18
 BE1464  DYNAMIC HEIGHT  -          7.748 (meters)       25.42  (feet) COMP
 BE1464  MODELED GRAVITY -    979,323.0   (mgal)                       NAVD 88
 BE1464
 BE1464  VERT ORDER      -  SECOND    CLASS II
 BE1464
 BE1464.The horizontal coordinates were determined by differentially corrected
 BE1464.hand held GPS observations or other comparable positioning techniques
 BE1464.and have an estimated accuracy of +/- 3 meters.
 BE1464
 BE1464.The orthometric height was determined by differential leveling and
 BE1464.adjusted by the NATIONAL GEODETIC SURVEY
 BE1464.in June 1991.
 BE1464
 BE1464.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1464.GEOID18 height accuracy estimate available here.
 BE1464
 BE1464.Click photographs - Photos may exist for this station.
 BE1464
 BE1464.The dynamic height is computed by dividing the NAVD 88
 BE1464.geopotential number by the normal gravity value computed on the
 BE1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1464.degrees latitude (g = 980.6199 gals.).
 BE1464
 BE1464.The modeled gravity was interpolated from observed gravity values.
 BE1464
 BE1464;                    North         East    Units  Estimated Accuracy
 BE1464;SPC FL N     -   132,864.9     471,679.2     MT  (+/- 3 meters HH1 GPS) 
 BE1464
 BE1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1237840621(NAD 83)
 BE1464
 BE1464                          SUPERSEDED SURVEY CONTROL
 BE1464
 BE1464.No superseded survey control is available for this station.
 BE1464
 BE1464_MARKER: DD = SURVEY DISK
 BE1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1464_STAMPING: 46 76 B18 RM NO 2
 BE1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1464+STABILITY: SURFACE MOTION
 BE1464
 BE1464  HISTORY     - Date     Condition        Report By
 BE1464  HISTORY     - 1976     MONUMENTED       FLDT
 BE1464  HISTORY     - 1977     GOOD             FLDT
 BE1464
 BE1464                          STATION DESCRIPTION
 BE1464
 BE1464'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1464'4.05 MI SE FROM PANAMA CITY BEACH.
 BE1464'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1464'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1464'ROUTE 98 FOR ABOUT 4.05 MILES TO THE SURF MOTEL AND REFERENCE MARK,
 BE1464'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT
 BE1464'1 INCH BELOW GROUND.  IT IS 46.8 FEET NORTHEAST OF CENTER OF U.S.
 BE1464'ROUTE 98, 9.2 FEET SOUTHWEST OF A PALM TREE, 6.7 FEET SOUTH-SOUTHWEST
 BE1464'OF THE SOUTHEAST CORNER OF THE NORTHWEST WING OF MOTEL AND 1.4 FEET
 BE1464'SOUTH-SOUTHWEST OF A CONCRETE  CURB.  SECTION 27, T 3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1506 ***********************************************************************
 BE1506  DESIGNATION -  46 76 B19
 BE1506  PID         -  BE1506
 BE1506  STATE/COUNTY-  FL/BAY
 BE1506  COUNTRY     -  US
 BE1506  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1506
 BE1506                         *CURRENT SURVEY CONTROL
 BE1506  ______________________________________________________________________
 BE1506* NAD 83(1990) POSITION- 30 11 17.89881(N) 085 49 35.60568(W)   ADJUSTED
 BE1506* NAVD 88 ORTHO HEIGHT -     5.441 (meters)       17.85  (feet) ADJUSTED
 BE1506  ______________________________________________________________________
 BE1506  GEOID HEIGHT    -        -27.665 (meters)                     GEOID18
 BE1506  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 BE1506  DYNAMIC HEIGHT  -          5.434 (meters)       17.83  (feet) COMP
 BE1506  MODELED GRAVITY -    979,322.7   (mgal)                       NAVD 88
 BE1506
 BE1506  HORZ ORDER      -  SECOND
 BE1506  VERT ORDER      -  FIRST     CLASS II
 BE1506
 BE1506.The horizontal coordinates were established by classical geodetic methods
 BE1506.and adjusted by the National Geodetic Survey in May 1991.
 BE1506
 BE1506.The orthometric height was determined by differential leveling and
 BE1506.adjusted by the NATIONAL GEODETIC SURVEY
 BE1506.in October 2018.
 BE1506
 BE1506.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1506.GEOID18 height accuracy estimate available here.
 BE1506
 BE1506.Click photographs - Photos may exist for this station.
 BE1506
 BE1506.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1506
 BE1506.The dynamic height is computed by dividing the NAVD 88
 BE1506.geopotential number by the normal gravity value computed on the
 BE1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1506.degrees latitude (g = 980.6199 gals.).
 BE1506
 BE1506.The modeled gravity was interpolated from observed gravity values.
 BE1506
 BE1506. The following values were computed from the NAD 83(1990) position.
 BE1506
 BE1506;                    North         East     Units Scale Factor Converg.
 BE1506;SPC FL N     -   132,463.697   472,257.236   MT  0.99994850   -0 39 59.9
 BE1506;SPC FL N     -   434,591.31  1,549,397.28   sFT  0.99994850   -0 39 59.9
 BE1506;UTM  16      - 3,340,233.133   612,965.501   MT  0.99975744   +0 35 24.4
 BE1506
 BE1506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1506!SPC FL N     -   1.00000349  x   0.99994850  =   0.99995199
 BE1506!UTM  16      -   1.00000349  x   0.99975744  =   0.99976093
 BE1506
 BE1506:                Primary Azimuth Mark                     Grid Az
 BE1506:SPC FL N     -  46 76 B18                                304 13 17.2
 BE1506:UTM  16      -  46 76 B18                                302 57 52.9
 BE1506
 BE1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1296540233(NAD 83)
 BE1506
 BE1506|---------------------------------------------------------------------|
 BE1506| PID    Reference Object                     Distance      Geod. Az  |
 BE1506|                                                           dddmmss.s |
 BE1506| BE1386 46 76 B19 RM 1                       11.690 METERS 03028     |
 BE1506| BE3714 TOP O THE STRIP OBS TWR              89.751 METERS 27515     |
 BE1506| BE1465 46 76 B19 RM 2                       20.260 METERS 30317     |
 BE1506| BE1505 46 76 B18                           APPROX. 0.7 KM 3033317.3 |
 BE1506|---------------------------------------------------------------------|
 BE1506
 BE1506                          SUPERSEDED SURVEY CONTROL
 BE1506
 BE1506  NAD 83(1986)-  30 11 17.90895(N)    085 49 35.61535(W) AD(       ) 2
 BE1506  NAD 27      -  30 11 17.17468(N)    085 49 35.85201(W) AD(       ) 2
 BE1506  NAVD 88 (06/15/91)    5.435  (m)           17.83   (f) SUPERSEDED  2 2
 BE1506  NGVD 29 (07/19/86)    5.56   (m)           18.2    (f) LEVELING    3  
 BE1506
 BE1506.Superseded values are not recommended for survey control.
 BE1506
 BE1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1506.See file dsdata.pdf to determine how the superseded data were derived.
 BE1506
 BE1506_MARKER: DD = SURVEY DISK
 BE1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1506_STAMPING: 46 76 B19 1976
 BE1506_MARK LOGO: FLDT
 BE1506_PROJECTION: FLUSH
 BE1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1506+STABILITY: SURFACE MOTION
 BE1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE1506+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2017
 BE1506
 BE1506  HISTORY     - Date     Condition        Report By
 BE1506  HISTORY     - 1976     MONUMENTED       FLDT
 BE1506  HISTORY     - 1977     GOOD             FLDT
 BE1506  HISTORY     - 1980     GOOD             NOS
 BE1506  HISTORY     - 19950607 GOOD             USPSQD
 BE1506  HISTORY     - 20070913 GOOD             FLDT
 BE1506  HISTORY     - 20170127 GOOD             FLDEP
 BE1506
 BE1506                          STATION DESCRIPTION
 BE1506
 BE1506'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1506'STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1506'10 MILES WEST OF PANAMA CITY AND ABOUT 6 MILES NORTHWEST OF
 BE1506'ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF U.S. ROUTE 98.
 BE1506'
 BE1506'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1506'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1506'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1506'4.5 MILES TO THE MIRACLE STRIP PACKAGE LIQUORS AND STATION ON
 BE1506'THE LEFT.
 BE1506'
 BE1506'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1506'BRASS DISK, STAMPED 46 76 B19, SET IN THE TOP OF A ROUND CONCRETE
 BE1506'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 3.0 FEET SOUTHEAST OF
 BE1506'A METAL WITNESS POST, 3.5 FEET SOUTHEAST OF A GUY WIRE, 12.5
 BE1506'FEET SOUTH-SOUTHWEST OF A POWERLINE POLE NUMBER 58092-43452, 33.0
 BE1506'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 43.0 FEET
 BE1506'SOUTHWEST OF THE SOUTHWEST CORNER OF PACKAGE STORE BUILDING.
 BE1506'
 BE1506'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1506'TRANSPORTATION BRASS DISK, STAMPED 46 76 B19 RM NO 1, SET IN A
 BE1506'DRILL HOLE FLUSH WITH TOP OF A CONCRETE WALK.  IT IS 3.6 FEET
 BE1506'SOUTHEAST OF TOP OF ASPHALT CURB, 4.7 FEET SOUTHWEST OF SOUTHWEST
 BE1506'CORNER OF PACKAGE STORE, 25.3 FEET NORTHEAST OF POWERLINE POLE
 BE1506'NUMBER 58092-43452 AND 71.2 FEET NORTHEAST OF CENTER OF
 BE1506'U.S. ROUTE 98.
 BE1506'
 BE1506'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1506'TRANSPORTATION BRASS DISK, STAMPED 46 76 B19 RM NO 2, SET IN A
 BE1506'DRILL HOLE FLUSH WITH TOP OF CONCRETE CURB OF PARKING LOT.  IT
 BE1506'IS 1.2 FEET SOUTHEAST OF SOUTHEAST CORNER OF CONCRETE PATIO,
 BE1506'32.7 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 69.4 FEET
 BE1506'SOUTHWEST OF SOUTHEAST CORNER OF SANDWICH SHOP.
 BE1506
 BE1506                          STATION RECOVERY (1977)
 BE1506
 BE1506'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1506'4.45 MI SE FROM PANAMA CITY BEACH.
 BE1506'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1506'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1506'ROUTE 98 FOR ABOUT 4.45 MILES AND STATION.  WHICH IS SET IN THE TOP OF
 BE1506'A ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 43.0 FEET
 BE1506'SOUTHWEST OF THE SOUTHWEST CORNER OF A STUCCO BUILDING MIRACLE STRIP
 BE1506'PACKAGE LIQUOR STORE, 33.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98,
 BE1506'12.5 FEET SOUTH-SOUTHWEST OF POWER POLE NO. 58092-43452, 3.5 FEET
 BE1506'SOUTHEAST OF A GUY WIRE AND 3.0 FEET SOUTHEAST OF A METAL WITNESS
 BE1506'POST.  SECTION 35, T 3S, R 16W.
 BE1506
 BE1506                          STATION RECOVERY (1980)
 BE1506
 BE1506'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1506'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 BE1506'DESCRIBED.
 BE1506
 BE1506                          STATION RECOVERY (1995)
 BE1506
 BE1506'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE1506'RECOVERED IN GOOD CONDITION.
 BE1506
 BE1506                          STATION RECOVERY (2007)
 BE1506
 BE1506'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2007 (WTS)
 BE1506'RECOVERED IN GOOD CONDITION.
 BE1506
 BE1506                          STATION RECOVERY (2017)
 BE1506
 BE1506'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (MAH)
 BE1506'RECOVERED IN GOOD CONDITION.
 BE1506'
 BE1506'NOTE-WITH THE FOLLOWING ADDITIONS.  THE MARK IS LOCATED 42.5 FT (13.0
 BE1506'M) SOUTH OF THE SOUTHWEST CORNER OF MEHDI'S SPORTS BAR AND STORE AND
 BE1506'35.0 FT (10.7 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 BE1506'30 (FRONT BEACH ROAD).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1386 ***********************************************************************
 BE1386  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1386  DESIGNATION -  46 76 B19 RM 1
 BE1386  PID         -  BE1386
 BE1386  STATE/COUNTY-  FL/BAY
 BE1386  COUNTRY     -  US
 BE1386  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1386
 BE1386                         *CURRENT SURVEY CONTROL
 BE1386  ______________________________________________________________________
 BE1386* NAD 83(1986) POSITION- 30 11 18.23   (N) 085 49 35.38   (W)   HD_HELD1
 BE1386* NAVD 88 ORTHO HEIGHT -     5.497 (meters)       18.03  (feet) ADJUSTED
 BE1386  ______________________________________________________________________
 BE1386  GEOID HEIGHT    -        -27.665 (meters)                     GEOID18
 BE1386  DYNAMIC HEIGHT  -          5.490 (meters)       18.01  (feet) COMP
 BE1386  MODELED GRAVITY -    979,322.7   (mgal)                       NAVD 88
 BE1386
 BE1386  VERT ORDER      -  SECOND    CLASS II
 BE1386
 BE1386.The horizontal coordinates were determined by differentially corrected
 BE1386.hand held GPS observations or other comparable positioning techniques
 BE1386.and have an estimated accuracy of +/- 3 meters.
 BE1386
 BE1386.The orthometric height was determined by differential leveling and
 BE1386.adjusted by the NATIONAL GEODETIC SURVEY
 BE1386.in June 1991.
 BE1386
 BE1386.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1386.GEOID18 height accuracy estimate available here.
 BE1386
 BE1386.This Tidal Bench Mark is designated as VM 10052
 BE1386.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BE1386
 BE1386.Click photographs - Photos may exist for this station.
 BE1386
 BE1386.The dynamic height is computed by dividing the NAVD 88
 BE1386.geopotential number by the normal gravity value computed on the
 BE1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1386.degrees latitude (g = 980.6199 gals.).
 BE1386
 BE1386.The modeled gravity was interpolated from observed gravity values.
 BE1386
 BE1386;                    North         East    Units  Estimated Accuracy
 BE1386;SPC FL N     -   132,473.8     472,263.4     MT  (+/- 3 meters HH1 GPS) 
 BE1386
 BE1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1297140243(NAD 83)
 BE1386
 BE1386                          SUPERSEDED SURVEY CONTROL
 BE1386
 BE1386.No superseded survey control is available for this station.
 BE1386
 BE1386_MARKER: DD = SURVEY DISK
 BE1386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1386_SP_SET: SIDEWALK
 BE1386_STAMPING: 46 76 B19 RM NO 1
 BE1386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1386
 BE1386  HISTORY     - Date     Condition        Report By
 BE1386  HISTORY     - 1976     MONUMENTED       FLDT
 BE1386  HISTORY     - 1977     GOOD             FLDT
 BE1386
 BE1386                          STATION DESCRIPTION
 BE1386
 BE1386'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1386'4.45 MI SE FROM PANAMA CITY BEACH.
 BE1386'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1386'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1386'ROUTE 98 FOR ABOUT 4.45 MILES AND REFERENCE MARK.  WHICH IS SET IN A
 BE1386'DRILL HOLE IN THE TOP OF THE CONCRETE SIDEWALK OF A BUILDING. IT IS
 BE1386'71.2 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 25.3 FEET NORTHEAST OF
 BE1386'POWER POLE NO. 58092-43452, 4.7 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 BE1386'OF THE STUCCO BUILDING MIRACLE STRIP PACKAGE LIQUOR STORE AND 3.6 FEET
 BE1386'SOUTHEAST OF THE TOP OF ASPHALT CURB.  SECTION 35, T 3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1465 ***********************************************************************
 BE1465  TIDAL BM    -  This is a Tidal Bench Mark.
 BE1465  DESIGNATION -  46 76 B19 RM 2
 BE1465  PID         -  BE1465
 BE1465  STATE/COUNTY-  FL/BAY
 BE1465  COUNTRY     -  US
 BE1465  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1465
 BE1465                         *CURRENT SURVEY CONTROL
 BE1465  ______________________________________________________________________
 BE1465* NAD 83(1986) POSITION- 30 11 18.25   (N) 085 49 36.24   (W)   HD_HELD1
 BE1465* NAVD 88 ORTHO HEIGHT -     5.827 (meters)       19.12  (feet) ADJUSTED
 BE1465  ______________________________________________________________________
 BE1465  GEOID HEIGHT    -        -27.665 (meters)                     GEOID18
 BE1465  DYNAMIC HEIGHT  -          5.819 (meters)       19.09  (feet) COMP
 BE1465  MODELED GRAVITY -    979,322.7   (mgal)                       NAVD 88
 BE1465
 BE1465  VERT ORDER      -  FIRST     CLASS II
 BE1465
 BE1465.The horizontal coordinates were determined by differentially corrected
 BE1465.hand held GPS observations or other comparable positioning techniques
 BE1465.and have an estimated accuracy of +/- 3 meters.
 BE1465
 BE1465.The orthometric height was determined by differential leveling and
 BE1465.adjusted by the NATIONAL GEODETIC SURVEY
 BE1465.in October 2018.
 BE1465
 BE1465.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1465.GEOID18 height accuracy estimate available here.
 BE1465
 BE1465.This Tidal Bench Mark is designated as VM 10053
 BE1465.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BE1465
 BE1465.Click photographs - Photos may exist for this station.
 BE1465
 BE1465.The dynamic height is computed by dividing the NAVD 88
 BE1465.geopotential number by the normal gravity value computed on the
 BE1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1465.degrees latitude (g = 980.6199 gals.).
 BE1465
 BE1465.The modeled gravity was interpolated from observed gravity values.
 BE1465
 BE1465;                    North         East    Units  Estimated Accuracy
 BE1465;SPC FL N     -   132,474.7     472,240.4     MT  (+/- 3 meters HH1 GPS) 
 BE1465
 BE1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1294840243(NAD 83)
 BE1465
 BE1465                          SUPERSEDED SURVEY CONTROL
 BE1465
 BE1465  NAVD 88 (06/15/91)    5.838  (m)           19.15   (f) SUPERSEDED  2 1
 BE1465
 BE1465.Superseded values are not recommended for survey control.
 BE1465
 BE1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1465.See file dsdata.pdf to determine how the superseded data were derived.
 BE1465
 BE1465_MARKER: DD = SURVEY DISK
 BE1465_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BE1465_SP_SET: CURB
 BE1465_STAMPING: 46 76 B19 RM NO 2
 BE1465_MARK LOGO: FLDT
 BE1465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE1465+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2017
 BE1465
 BE1465  HISTORY     - Date     Condition        Report By
 BE1465  HISTORY     - 1976     MONUMENTED       FLDT
 BE1465  HISTORY     - 1977     GOOD             FLDT
 BE1465  HISTORY     - 1984     SEE DESCRIPTION  FLDNR
 BE1465  HISTORY     - 20170111 GOOD             FLDEP
 BE1465
 BE1465                          STATION DESCRIPTION
 BE1465
 BE1465'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1465'4.45 MI SE FROM PANAMA CITY BEACH.
 BE1465'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1465'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1465'ROUTE 98 FOR ABOUT 4.45 MILES AND REFERENCE MARK.  WHICH IS SET IN A
 BE1465'DRILL HOLE IN THE TOP OF A CONCRETE CURB OF A PARKING LOT.  IT IS 69.4
 BE1465'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF JACKS SANDWICH SHOP
 BE1465'BUILDING, 32.7 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 1.2 FEET
 BE1465'SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE PATIO FOR THE
 BE1465'OUTSIDE TABLES FOR THE SANDWICH SHOP.  SECTION 35, T 3S, R 16W.
 BE1465
 BE1465                          STATION RECOVERY (1984)
 BE1465
 BE1465'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 BE1465'RECOVERED IN GOOD CONDITION EXCEPT USE WITH CAUTION FOR THE CONCRETE
 BE1465'CURB IS CRACKED.
 BE1465
 BE1465                          STATION RECOVERY (2017)
 BE1465
 BE1465'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (MAH)
 BE1465'RECOVERED IN GOOD CONDITION.
 BE1465'
 BE1465'NOTE-WITH THE FOLLOWING ADDITIONS.  THE MARK IS 32.2 FT (9.8 M)
 BE1465'NORTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 30 (FRONT BEACH
 BE1465'ROAD) AND JACKS FAST FOOD RESTAURANT IS NOW THE SALTY DOG SURF SHOP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1507 ***********************************************************************
 BE1507  DESIGNATION -  46 76 B20
 BE1507  PID         -  BE1507
 BE1507  STATE/COUNTY-  FL/BAY
 BE1507  COUNTRY     -  US
 BE1507  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1507
 BE1507                         *CURRENT SURVEY CONTROL
 BE1507  ______________________________________________________________________
 BE1507* NAD 83(1990) POSITION- 30 10 59.12392(N) 085 49 03.17035(W)   ADJUSTED
 BE1507* NAVD 88 ORTHO HEIGHT -     3.609 (meters)       11.84  (feet) ADJUSTED
 BE1507  ______________________________________________________________________
 BE1507  GEOID HEIGHT    -        -27.666 (meters)                     GEOID18
 BE1507  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 BE1507  DYNAMIC HEIGHT  -          3.604 (meters)       11.82  (feet) COMP
 BE1507  MODELED GRAVITY -    979,322.3   (mgal)                       NAVD 88
 BE1507
 BE1507  HORZ ORDER      -  SECOND
 BE1507  VERT ORDER      -  SECOND    CLASS II
 BE1507
 BE1507.The horizontal coordinates were established by classical geodetic methods
 BE1507.and adjusted by the National Geodetic Survey in May 1991.
 BE1507
 BE1507.The orthometric height was determined by differential leveling and
 BE1507.adjusted by the NATIONAL GEODETIC SURVEY
 BE1507.in June 1991.
 BE1507
 BE1507.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1507.GEOID18 height accuracy estimate available here.
 BE1507
 BE1507.Click photographs - Photos may exist for this station.
 BE1507
 BE1507.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1507
 BE1507.The dynamic height is computed by dividing the NAVD 88
 BE1507.geopotential number by the normal gravity value computed on the
 BE1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1507.degrees latitude (g = 980.6199 gals.).
 BE1507
 BE1507.The modeled gravity was interpolated from observed gravity values.
 BE1507
 BE1507. The following values were computed from the NAD 83(1990) position.
 BE1507
 BE1507;                    North         East     Units Scale Factor Converg.
 BE1507;SPC FL N     -   131,875.566   473,118.130   MT  0.99994847   -0 39 43.6
 BE1507;SPC FL N     -   432,661.75  1,552,221.73   sFT  0.99994847   -0 39 43.6
 BE1507;UTM  16      - 3,339,664.132   613,838.921   MT  0.99975988   +0 35 40.4
 BE1507
 BE1507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1507!SPC FL N     -   1.00000378  x   0.99994847  =   0.99995225
 BE1507!UTM  16      -   1.00000378  x   0.99975988  =   0.99976366
 BE1507
 BE1507:                Primary Azimuth Mark                     Grid Az
 BE1507:SPC FL N     -  46 76 B19                                304 20 22.1
 BE1507:UTM  16      -  46 76 B19                                303 04 58.1
 BE1507
 BE1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1383839664(NAD 83)
 BE1507
 BE1507|---------------------------------------------------------------------|
 BE1507| PID    Reference Object                     Distance      Geod. Az  |
 BE1507|                                                           dddmmss.s |
 BE1507| BE1387 46 76 B20 RM 1                       17.590 METERS 11220     |
 BE1507| BE3712 LONG BEACH RESORT WATER TANK        APPROX. 1.0 KM 1154258.5 |
 BE1507| BE1506 46 76 B19                           APPROX. 1.0 KM 3034038.5 |
 BE1507| BE1466 46 76 B20 RM 2                       14.220 METERS 31749     |
 BE1507|---------------------------------------------------------------------|
 BE1507
 BE1507                          SUPERSEDED SURVEY CONTROL
 BE1507
 BE1507  NAD 83(1986)-  30 10 59.13392(N)    085 49 03.18010(W) AD(       ) 2
 BE1507  NAD 27      -  30 10 58.39861(N)    085 49 03.41770(W) AD(       ) 2
 BE1507  NGVD 29 (07/19/86)    3.73   (m)           12.2    (f) LEVELING    3  
 BE1507
 BE1507.Superseded values are not recommended for survey control.
 BE1507
 BE1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1507.See file dsdata.pdf to determine how the superseded data were derived.
 BE1507
 BE1507_MARKER: DD = SURVEY DISK
 BE1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1507_STAMPING: 46 76 B20
 BE1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1507+STABILITY: SURFACE MOTION
 BE1507
 BE1507  HISTORY     - Date     Condition        Report By
 BE1507  HISTORY     - 1970     MONUMENTED       FLDT
 BE1507  HISTORY     - 1977     GOOD             FLDT
 BE1507
 BE1507                          STATION DESCRIPTION
 BE1507
 BE1507'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1970 (CBM)
 BE1507'STATION IS LOCATED ABOUT 13 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1507'9-1/2 MILES WEST OF PANAMA CITY AND ABOUT 5-1/2 MILES NORTHWEST
 BE1507'OF ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF U.S. ROUTE 98.
 BE1507'
 BE1507'TO REACH STATION FROM CITY HALL IN PANAMA CITY BEACH.  GO
 BE1507'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1507'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1507'4.3 MILES TO THE INTERSECTION OF STATE ROUTE 30H.  CONTINUE
 BE1507'SOUTHEAST ON U.S. ROUTE 98 FOR 0.8 MILE AND STATION ON THE LEFT.
 BE1507'
 BE1507'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1507'BRASS DISK, STAMPED 46 76 B20, SET IN THE TOP OF A ROUND CONCRETE
 BE1507'MONUMENT 1 INCH BELOW THE GROUND.  IT IS 12.7 FEET SOUTHWEST OF A
 BE1507'POWERLINE POLE NUMBER 58376-43259 WITH A WITNESS TAG ATTACHED,
 BE1507'35.5 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 41.3 FEET
 BE1507'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF AN ASPHALT DRIVE.
 BE1507'
 BE1507'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1507'TRANSPORTATION BRASS DISK, STAMPED 46 76 B20 RM NO 1, SET IN THE
 BE1507'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1507'GROUND.  IT IS 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, 8.0
 BE1507'FEET EAST OF CENTER OF A MAN HOLE COVER, 12.0 FEET SOUTHEAST OF
 BE1507'POWERLINE POLE NUMBER 58381-43254 AND 45.0 FEET NORTHEAST OF
 BE1507'CENTER OF U.S. ROUTE 98.
 BE1507'
 BE1507'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1507'TRANSPORTATION BRASS DISK, STAMPED 46 76 B20 RM N0 2, SET IN THE
 BE1507'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1507'GROUND.  IT IS 1.3 FEET SOUTHWEST OF A METAL WITNESS POST, 29.5
 BE1507'FEET SOUTHWEST OF SOUTHWEST EDGE OF ASPHALT DRIVE, 45.0 FEET
 BE1507'NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 45.0 FEET
 BE1507'WEST-NORTHWEST OF A POWERLINE POLE NUMBER 58376-43259 WITH A
 BE1507'WITNESS TAG ATTACHED.
 BE1507
 BE1507                          STATION RECOVERY (1977)
 BE1507
 BE1507'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1507'5.1 MI SE FROM PANAMA CITY BEACH.
 BE1507'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1507'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH. GO SOUTHEAST ON U.S.
 BE1507'ROUTE 98 FOR ABOUT 5.1 MILES AND STATION MARK.  WHICH IS SET IN THE
 BE1507'TOP OF A ROUND CONCRETE MONUMENT 1 INCH BELOW THE GROUND.  IT IS 41.3
 BE1507'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF AN ASPHALT DRIVE, 33.5
 BE1507'FEET NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 12.7 FEET SOUTHWEST OF A
 BE1507'POWERLINE  POLE NUMBER 58376-43259 WITH WITNESS SHIELD ATTACHED.
 BE1507'SECTION 35, T 3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1387 ***********************************************************************
 BE1387  DESIGNATION -  46 76 B20 RM 1
 BE1387  PID         -  BE1387
 BE1387  STATE/COUNTY-  FL/BAY
 BE1387  COUNTRY     -  US
 BE1387  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1387
 BE1387                         *CURRENT SURVEY CONTROL
 BE1387  ______________________________________________________________________
 BE1387* NAD 83(1986) POSITION- 30 10 58.91   (N) 085 49 02.56   (W)   HD_HELD1
 BE1387* NAVD 88 ORTHO HEIGHT -     3.633 (meters)       11.92  (feet) ADJUSTED
 BE1387  ______________________________________________________________________
 BE1387  GEOID HEIGHT    -        -27.666 (meters)                     GEOID18
 BE1387  DYNAMIC HEIGHT  -          3.628 (meters)       11.90  (feet) COMP
 BE1387  MODELED GRAVITY -    979,322.3   (mgal)                       NAVD 88
 BE1387
 BE1387  VERT ORDER      -  SECOND    CLASS II
 BE1387
 BE1387.The horizontal coordinates were determined by differentially corrected
 BE1387.hand held GPS observations or other comparable positioning techniques
 BE1387.and have an estimated accuracy of +/- 3 meters.
 BE1387
 BE1387.The orthometric height was determined by differential leveling and
 BE1387.adjusted by the NATIONAL GEODETIC SURVEY
 BE1387.in June 1991.
 BE1387
 BE1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1387.GEOID18 height accuracy estimate available here.
 BE1387
 BE1387.Click photographs - Photos may exist for this station.
 BE1387
 BE1387.The dynamic height is computed by dividing the NAVD 88
 BE1387.geopotential number by the normal gravity value computed on the
 BE1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1387.degrees latitude (g = 980.6199 gals.).
 BE1387
 BE1387.The modeled gravity was interpolated from observed gravity values.
 BE1387
 BE1387;                    North         East    Units  Estimated Accuracy
 BE1387;SPC FL N     -   131,868.8     473,134.4     MT  (+/- 3 meters HH1 GPS) 
 BE1387
 BE1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1385539657(NAD 83)
 BE1387
 BE1387                          SUPERSEDED SURVEY CONTROL
 BE1387
 BE1387.No superseded survey control is available for this station.
 BE1387
 BE1387_MARKER: DD = SURVEY DISK
 BE1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1387_STAMPING: 46 76 B20 RM NO 1
 BE1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1387+STABILITY: SURFACE MOTION
 BE1387
 BE1387  HISTORY     - Date     Condition        Report By
 BE1387  HISTORY     - 1976     MONUMENTED       FLDT
 BE1387  HISTORY     - 1977     GOOD             FLDT
 BE1387
 BE1387                          STATION DESCRIPTION
 BE1387
 BE1387'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1387'5.1 MI SE FROM PANAMA CITY BEACH.
 BE1387'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1387'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1387'ROUTE 98 FOR ABOUT 5.1 MILES AND REFERENCE MARK.  WHICH IS SET IN THE
 BE1387'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW THE GROUND. IT
 BE1387'IS 45.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98, 12.0 FEET SOUTHEAST
 BE1387'OF POWERLINE POLE NUMBER 58381-43254, 8.0 FEET EAST OF CENTER OF A
 BE1387'METAL MAN HOLE COVER AND 1.2 FEET SOUTHWEST OF A METAL WITNESS POST.
 BE1387'SECTION 35, T 3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1466 ***********************************************************************
 BE1466  DESIGNATION -  46 76 B20 RM 2
 BE1466  PID         -  BE1466
 BE1466  STATE/COUNTY-  FL/BAY
 BE1466  COUNTRY     -  US
 BE1466  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1466
 BE1466                         *CURRENT SURVEY CONTROL
 BE1466  ______________________________________________________________________
 BE1466* NAD 83(1986) POSITION- 30 10 59.47   (N) 085 49 03.53   (W)   HD_HELD1
 BE1466* NAVD 88 ORTHO HEIGHT -     3.631 (meters)       11.91  (feet) ADJUSTED
 BE1466  ______________________________________________________________________
 BE1466  GEOID HEIGHT    -        -27.666 (meters)                     GEOID18
 BE1466  DYNAMIC HEIGHT  -          3.626 (meters)       11.90  (feet) COMP
 BE1466  MODELED GRAVITY -    979,322.3   (mgal)                       NAVD 88
 BE1466
 BE1466  VERT ORDER      -  SECOND    CLASS II
 BE1466
 BE1466.The horizontal coordinates were determined by differentially corrected
 BE1466.hand held GPS observations or other comparable positioning techniques
 BE1466.and have an estimated accuracy of +/- 3 meters.
 BE1466
 BE1466.The orthometric height was determined by differential leveling and
 BE1466.adjusted by the NATIONAL GEODETIC SURVEY
 BE1466.in June 1991.
 BE1466
 BE1466.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1466.GEOID18 height accuracy estimate available here.
 BE1466
 BE1466.Click photographs - Photos may exist for this station.
 BE1466
 BE1466.The dynamic height is computed by dividing the NAVD 88
 BE1466.geopotential number by the normal gravity value computed on the
 BE1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1466.degrees latitude (g = 980.6199 gals.).
 BE1466
 BE1466.The modeled gravity was interpolated from observed gravity values.
 BE1466
 BE1466;                    North         East    Units  Estimated Accuracy
 BE1466;SPC FL N     -   131,886.3     473,108.6     MT  (+/- 3 meters HH1 GPS) 
 BE1466
 BE1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1382939674(NAD 83)
 BE1466
 BE1466                          SUPERSEDED SURVEY CONTROL
 BE1466
 BE1466.No superseded survey control is available for this station.
 BE1466
 BE1466_MARKER: DD = SURVEY DISK
 BE1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1466_STAMPING: 46 76 B20 RM NO 2
 BE1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1466+STABILITY: SURFACE MOTION
 BE1466
 BE1466  HISTORY     - Date     Condition        Report By
 BE1466  HISTORY     - 1976     MONUMENTED       FLDT
 BE1466  HISTORY     - 1977     GOOD             FLDT
 BE1466
 BE1466                          STATION DESCRIPTION
 BE1466
 BE1466'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1466'5.1 MI SE FROM PANAMA CITY BEACH.
 BE1466'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1466'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1466'ROUTE 98 FOR ABOUT 5.1 MILES AND REFERENCE MARK.  WHICH IS SET IN THE
 BE1466'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW THE GROUND. IT
 BE1466'IS 45.0 FEET WEST-NORTHWEST OF POWERLINE POLE NUMBER 58376-43259 WITH
 BE1466'A WITNESS TAG ATTACHED, 45.0 FEET NORTHEAST OF CENTER OF U.S. ROUTE
 BE1466'98, 29.5 FEET SOUTHWEST OF SOUTHWEST EDGE OF ASPHALT DRIVE AND 1.3
 BE1466'FEET SOUTHWEST OF A METAL WITNESS POST. SECTION 35, T 3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1508 ***********************************************************************
 BE1508  DESIGNATION -  46 76 B21
 BE1508  PID         -  BE1508
 BE1508  STATE/COUNTY-  FL/BAY
 BE1508  COUNTRY     -  US
 BE1508  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1508
 BE1508                         *CURRENT SURVEY CONTROL
 BE1508  ______________________________________________________________________
 BE1508* NAD 83(1990) POSITION- 30 10 44.43853(N) 085 48 38.04472(W)   ADJUSTED
 BE1508* NAVD 88 ORTHO HEIGHT -     5.138 (meters)       16.86  (feet) ADJUSTED
 BE1508  ______________________________________________________________________
 BE1508  GEOID HEIGHT    -        -27.667 (meters)                     GEOID18
 BE1508  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 BE1508  DYNAMIC HEIGHT  -          5.131 (meters)       16.83  (feet) COMP
 BE1508  MODELED GRAVITY -    979,321.9   (mgal)                       NAVD 88
 BE1508
 BE1508  HORZ ORDER      -  SECOND
 BE1508  VERT ORDER      -  SECOND    CLASS II
 BE1508
 BE1508.The horizontal coordinates were established by classical geodetic methods
 BE1508.and adjusted by the National Geodetic Survey in May 1991.
 BE1508
 BE1508.The orthometric height was determined by differential leveling and
 BE1508.adjusted by the NATIONAL GEODETIC SURVEY
 BE1508.in June 1991.
 BE1508
 BE1508.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1508.GEOID18 height accuracy estimate available here.
 BE1508
 BE1508.Click photographs - Photos may exist for this station.
 BE1508
 BE1508.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1508
 BE1508.The dynamic height is computed by dividing the NAVD 88
 BE1508.geopotential number by the normal gravity value computed on the
 BE1508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1508.degrees latitude (g = 980.6199 gals.).
 BE1508
 BE1508.The modeled gravity was interpolated from observed gravity values.
 BE1508
 BE1508. The following values were computed from the NAD 83(1990) position.
 BE1508
 BE1508;                    North         East     Units Scale Factor Converg.
 BE1508;SPC FL N     -   131,415.663   473,785.024   MT  0.99994845   -0 39 30.9
 BE1508;SPC FL N     -   431,152.89  1,554,409.70   sFT  0.99994845   -0 39 30.9
 BE1508;UTM  16      - 3,339,219.048   614,515.614   MT  0.99976179   +0 35 52.8
 BE1508
 BE1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1508!SPC FL N     -   1.00000354  x   0.99994845  =   0.99995199
 BE1508!UTM  16      -   1.00000354  x   0.99976179  =   0.99976533
 BE1508
 BE1508:                Primary Azimuth Mark                     Grid Az
 BE1508:SPC FL N     -  46 76 B20                                304 35 27.2
 BE1508:UTM  16      -  46 76 B20                                303 20 03.5
 BE1508
 BE1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1451539219(NAD 83)
 BE1508
 BE1508|---------------------------------------------------------------------|
 BE1508| PID    Reference Object                     Distance      Geod. Az  |
 BE1508|                                                           dddmmss.s |
 BE1508| BE3712 LONG BEACH RESORT WATER TANK        223.166 METERS 08429     |
 BE1508| BE1388 46 76 B21 RM 1                       19.450 METERS 11425     |
 BE1508| BE1467 46 76 B21 RM 2                       22.730 METERS 29431     |
 BE1508| BE1507 46 76 B20                           APPROX. 0.8 KM 3035556.3 |
 BE1508|---------------------------------------------------------------------|
 BE1508
 BE1508                          SUPERSEDED SURVEY CONTROL
 BE1508
 BE1508  NAD 83(1986)-  30 10 44.44845(N)    085 48 38.05456(W) AD(       ) 2
 BE1508  NAD 27      -  30 10 43.71242(N)    085 48 38.29288(W) AD(       ) 2
 BE1508  NGVD 29 (07/19/86)    5.27   (m)           17.3    (f) LEVELING    3  
 BE1508
 BE1508.Superseded values are not recommended for survey control.
 BE1508
 BE1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1508.See file dsdata.pdf to determine how the superseded data were derived.
 BE1508
 BE1508_MARKER: DD = SURVEY DISK
 BE1508_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BE1508_SP_SET: ABUTMENT
 BE1508_STAMPING: 46 76 B21
 BE1508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE1508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE1508+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2002
 BE1508
 BE1508  HISTORY     - Date     Condition        Report By
 BE1508  HISTORY     - 1976     MONUMENTED       FLDT
 BE1508  HISTORY     - 1977     GOOD             FLDT
 BE1508  HISTORY     - 20020717 GOOD             INDIV
 BE1508
 BE1508                          STATION DESCRIPTION
 BE1508
 BE1508'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1508'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHWEST OF SOUTHPORT,
 BE1508'ABOUT 9 MILES WEST OF PANAMA CITY AND ABOUT 5 MILES NORTHWEST OF
 BE1508'ST. ANDREWS STATE PARK, ON THE SOUTHWEST SIDE OF U.S. ROUTE 98
 BE1508'AND THE OUTSIDE OF A CURVE.
 BE1508'
 BE1508'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1508'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1508'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1508'5.6 MILES TO THE KRASEL MOTEL AND STATION ON THE RIGHT.
 BE1508'
 BE1508'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1508'BRASS DISK, STAMPED 46 76 B21, SET IN A DRILL HOLE FLUSH WITH THE
 BE1508'TOP OF THE CONCRETE DRIVEWAY ABUTMENT.  IT IS 3.0 FEET SOUTHEAST
 BE1508'OF NORTHWEST EDGE OF DRIVEWAY ABUTMENT, 29.5 FEET SOUTH-SOUTHWEST
 BE1508'OF CENTER OF U.S. ROUTE 98 AND 45.5 FEET EAST OF THE NORTHEAST
 BE1508'CORNER OF MOTEL OFFICE BUILDING.
 BE1508'
 BE1508'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1508'TRANSPORTATION BRASS DISK, STAMPED 46 76 B21 RM NO1, SET IN A
 BE1508'DRILL HOLE FLUSH WITH THE TOP OF A CONCRETE PARKING LOT CURB.  IT
 BE1508'IS 0.6 FOOT SOUTHEAST OF NORTHWEST EDGE OF CONCRETE CURB.  1.5
 BE1508'FEET WEST OF THE NORTHEAST END OF A METAL HANDRAIL, 12.5 FEET
 BE1508'NORTH-NORTHEAST OF POWERLINE POLE NUMBER 58601-43102 AND 30.0
 BE1508'FEET SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98.
 BE1508'
 BE1508'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1508'TRANSPORTATION BRASS DISK, STAMPED 46 76 B21 RM NO2, SET IN A
 BE1508'DRILL HOLE FLUSH WITH THE TOP OF THE CONCRETE SIDEWALK.  IT IS
 BE1508'7.0 FEET NORTHEAST OF A FIRE HYDRANT, 19.0 FEET NORTH-NORTHEAST
 BE1508'OF THE NORTHWEST CORNER OF MOTEL OFFICE BUILDING AND 30.5 FEET
 BE1508'SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98.
 BE1508
 BE1508                          STATION RECOVERY (1977)
 BE1508
 BE1508'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1508'5.6 MI SE FROM PANAMA CITY BEACH.
 BE1508'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1508'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1508'ROUTE 98 FOR ABOUT 5.6 MILES TO THE KRASEL MOTEL AND STATION. WHICH IS
 BE1508'SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE DRIVEWAY ABUTMENT. IT
 BE1508'IS 48.5 FEET EAST OF THE NORTHEAST CORNER OF THE MOTEL OFFICE
 BE1508'BUILDING, 29.5 FEET SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 3.0
 BE1508'FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE CONCRETE DRIVEWAY
 BE1508'ABUTMENT.  SECTION 36, T 3S, R 16W.
 BE1508
 BE1508                          STATION RECOVERY (2002)
 BE1508
 BE1508'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2002 (JMH)
 BE1508'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1388 ***********************************************************************
 BE1388  DESIGNATION -  46 76 B21 RM 1
 BE1388  PID         -  BE1388
 BE1388  STATE/COUNTY-  FL/BAY
 BE1388  COUNTRY     -  US
 BE1388  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1388
 BE1388                         *CURRENT SURVEY CONTROL
 BE1388  ______________________________________________________________________
 BE1388* NAD 83(1986) POSITION- 30 10 44.18   (N) 085 48 37.38   (W)   HD_HELD1
 BE1388* NAVD 88 ORTHO HEIGHT -     5.337 (meters)       17.51  (feet) ADJUSTED
 BE1388  ______________________________________________________________________
 BE1388  GEOID HEIGHT    -        -27.667 (meters)                     GEOID18
 BE1388  DYNAMIC HEIGHT  -          5.330 (meters)       17.49  (feet) COMP
 BE1388  MODELED GRAVITY -    979,321.9   (mgal)                       NAVD 88
 BE1388
 BE1388  VERT ORDER      -  SECOND    CLASS II
 BE1388
 BE1388.The horizontal coordinates were determined by differentially corrected
 BE1388.hand held GPS observations or other comparable positioning techniques
 BE1388.and have an estimated accuracy of +/- 3 meters.
 BE1388
 BE1388.The orthometric height was determined by differential leveling and
 BE1388.adjusted by the NATIONAL GEODETIC SURVEY
 BE1388.in June 1991.
 BE1388
 BE1388.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1388.GEOID18 height accuracy estimate available here.
 BE1388
 BE1388.Click photographs - Photos may exist for this station.
 BE1388
 BE1388.The dynamic height is computed by dividing the NAVD 88
 BE1388.geopotential number by the normal gravity value computed on the
 BE1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1388.degrees latitude (g = 980.6199 gals.).
 BE1388
 BE1388.The modeled gravity was interpolated from observed gravity values.
 BE1388
 BE1388;                    North         East    Units  Estimated Accuracy
 BE1388;SPC FL N     -   131,407.5     473,802.7     MT  (+/- 3 meters HH1 GPS) 
 BE1388
 BE1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1453339211(NAD 83)
 BE1388
 BE1388                          SUPERSEDED SURVEY CONTROL
 BE1388
 BE1388.No superseded survey control is available for this station.
 BE1388
 BE1388_MARKER: DD = SURVEY DISK
 BE1388_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1388_SP_SET: CURB
 BE1388_STAMPING: 46 76 B21 RM NO 1
 BE1388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1388
 BE1388  HISTORY     - Date     Condition        Report By
 BE1388  HISTORY     - 1976     MONUMENTED       FLDT
 BE1388  HISTORY     - 1977     GOOD             FLDT
 BE1388
 BE1388                          STATION DESCRIPTION
 BE1388
 BE1388'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1388'5.6 MI SE FROM PANAMA CITY BEACH.
 BE1388'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1388'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1388'S. ROUTE 98 FOR ABOUT 5.6 MILES TO THE KRASEL MOTEL AND REFERENCE
 BE1388'MARK.  WHICH IS SET IN A DRILL HOLE IN THE TOP CONCRETE CURB OF
 BE1388'PARKING LOT.  IT IS 30.0 FEET SOUTH-SOUTHWEST OF CENTER OF U. S. ROUTE
 BE1388'98, 12.5 FEET NORTH-NORTHEAST OF POWER POLE NO. 58601-43102, 1.5 FEET
 BE1388'WEST OF THE NORTHEAST END OF A METAL HANDRAIL AND 0.6 FOOT SOUTHEAST
 BE1388'OF THE NORTHWEST EDGE OF THE CONCRETE CURB.  SECTION 36, T 3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1467 ***********************************************************************
 BE1467  DESIGNATION -  46 76 B21 RM 2
 BE1467  PID         -  BE1467
 BE1467  STATE/COUNTY-  FL/BAY
 BE1467  COUNTRY     -  US
 BE1467  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1467
 BE1467                         *CURRENT SURVEY CONTROL
 BE1467  ______________________________________________________________________
 BE1467* NAD 83(1986) POSITION- 30 10 44.74   (N) 085 48 38.82   (W)   HD_HELD1
 BE1467* NAVD 88 ORTHO HEIGHT -     4.936 (meters)       16.19  (feet) ADJUSTED
 BE1467  ______________________________________________________________________
 BE1467  GEOID HEIGHT    -        -27.667 (meters)                     GEOID18
 BE1467  DYNAMIC HEIGHT  -          4.929 (meters)       16.17  (feet) COMP
 BE1467  MODELED GRAVITY -    979,321.9   (mgal)                       NAVD 88
 BE1467
 BE1467  VERT ORDER      -  SECOND    CLASS II
 BE1467
 BE1467.The horizontal coordinates were determined by differentially corrected
 BE1467.hand held GPS observations or other comparable positioning techniques
 BE1467.and have an estimated accuracy of +/- 3 meters.
 BE1467
 BE1467.The orthometric height was determined by differential leveling and
 BE1467.adjusted by the NATIONAL GEODETIC SURVEY
 BE1467.in June 1991.
 BE1467
 BE1467.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1467.GEOID18 height accuracy estimate available here.
 BE1467
 BE1467.Click photographs - Photos may exist for this station.
 BE1467
 BE1467.The dynamic height is computed by dividing the NAVD 88
 BE1467.geopotential number by the normal gravity value computed on the
 BE1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1467.degrees latitude (g = 980.6199 gals.).
 BE1467
 BE1467.The modeled gravity was interpolated from observed gravity values.
 BE1467
 BE1467;                    North         East    Units  Estimated Accuracy
 BE1467;SPC FL N     -   131,425.2     473,764.4     MT  (+/- 3 meters HH1 GPS) 
 BE1467
 BE1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1449439228(NAD 83)
 BE1467
 BE1467                          SUPERSEDED SURVEY CONTROL
 BE1467
 BE1467.No superseded survey control is available for this station.
 BE1467
 BE1467_MARKER: DD = SURVEY DISK
 BE1467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1467_SP_SET: SIDEWALKD
 BE1467_STAMPING: 46 76 B21 RM NO 2
 BE1467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1467
 BE1467  HISTORY     - Date     Condition        Report By
 BE1467  HISTORY     - 1976     MONUMENTED       FLDT
 BE1467  HISTORY     - 1977     GOOD             FLDT
 BE1467
 BE1467                          STATION DESCRIPTION
 BE1467
 BE1467'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1467'5.6 MI SE FROM PANAMA CITY BEACH.
 BE1467'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1467'SOUTHWEST OF THE CITY HALL IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.S.
 BE1467'ROUTE 98 FOR ABOUT 5.6 MILES TO THE KRASEL MOTEL AND REFERENCE MARK.
 BE1467'WHICH IS SET IN A DRILL HOLE IN THE TOP OF THE CONCRETE SIDEWALK. IT
 BE1467'IS 30.5 FEET SOUTH-SOUTHWEST OF CENTER OF U.S. ROUTE 98, 19.0 FEET
 BE1467'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE MOTEL OFFICE BUILDING
 BE1467'AND 7.0 FEET NORTHEAST OF A FIRE HYDRANT.  SECTION 36, T 3S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1509 ***********************************************************************
 BE1509  DESIGNATION -  46 76 B22
 BE1509  PID         -  BE1509
 BE1509  STATE/COUNTY-  FL/BAY
 BE1509  COUNTRY     -  US
 BE1509  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1509
 BE1509                         *CURRENT SURVEY CONTROL
 BE1509  ______________________________________________________________________
 BE1509* NAD 83(1990) POSITION- 30 10 39.77516(N) 085 48 18.79976(W)   ADJUSTED
 BE1509* NAVD 88 ORTHO HEIGHT -     3.565 (meters)       11.70  (feet) ADJUSTED
 BE1509  ______________________________________________________________________
 BE1509  GEOID HEIGHT    -        -27.670 (meters)                     GEOID18
 BE1509  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 BE1509  DYNAMIC HEIGHT  -          3.561 (meters)       11.68  (feet) COMP
 BE1509  MODELED GRAVITY -    979,321.7   (mgal)                       NAVD 88
 BE1509
 BE1509  HORZ ORDER      -  SECOND
 BE1509  VERT ORDER      -  SECOND    CLASS II
 BE1509
 BE1509.The horizontal coordinates were established by classical geodetic methods
 BE1509.and adjusted by the National Geodetic Survey in May 1991.
 BE1509
 BE1509.The orthometric height was determined by differential leveling and
 BE1509.adjusted by the NATIONAL GEODETIC SURVEY
 BE1509.in June 1991.
 BE1509
 BE1509.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1509.GEOID18 height accuracy estimate available here.
 BE1509
 BE1509.Click photographs - Photos may exist for this station.
 BE1509
 BE1509.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1509
 BE1509.The dynamic height is computed by dividing the NAVD 88
 BE1509.geopotential number by the normal gravity value computed on the
 BE1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1509.degrees latitude (g = 980.6199 gals.).
 BE1509
 BE1509.The modeled gravity was interpolated from observed gravity values.
 BE1509
 BE1509. The following values were computed from the NAD 83(1990) position.
 BE1509
 BE1509;                    North         East     Units Scale Factor Converg.
 BE1509;SPC FL N     -   131,266.174   474,298.190   MT  0.99994845   -0 39 21.3
 BE1509;SPC FL N     -   430,662.44  1,556,093.31   sFT  0.99994845   -0 39 21.3
 BE1509;UTM  16      - 3,339,080.874   615,031.839   MT  0.99976325   +0 36 02.4
 BE1509
 BE1509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1509!SPC FL N     -   1.00000379  x   0.99994845  =   0.99995224
 BE1509!UTM  16      -   1.00000379  x   0.99976325  =   0.99976703
 BE1509
 BE1509:                Primary Azimuth Mark                     Grid Az
 BE1509:SPC FL N     -  46 76 B21                                286 14 28.4
 BE1509:UTM  16      -  46 76 B21                                284 59 04.7
 BE1509
 BE1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1503139080(NAD 83)
 BE1509
 BE1509|---------------------------------------------------------------------|
 BE1509| PID    Reference Object                     Distance      Geod. Az  |
 BE1509|                                                           dddmmss.s |
 BE1509| BE1389 46 76 B22 RM 1                       13.706 METERS 02852     |
 BE1509| BE1468 46 76 B22 RM 2                       17.670 METERS 16311     |
 BE1509| BE1510 46 76 B23                           152.912 METERS 18513     |
 BE1509| BE1508 46 76 B21                           APPROX. 0.5 KM 2853507.1 |
 BE1509| BE3712 LONG BEACH RESORT WATER TANK        336.062 METERS 29925     |
 BE1509|---------------------------------------------------------------------|
 BE1509
 BE1509                          SUPERSEDED SURVEY CONTROL
 BE1509
 BE1509  NAD 83(1986)-  30 10 39.78500(N)    085 48 18.80959(W) AD(       ) 2
 BE1509  NAD 27      -  30 10 39.04867(N)    085 48 19.04838(W) AD(       ) 2
 BE1509  NGVD 29 (07/19/86)    3.69   (m)           12.1    (f) LEVELING    3  
 BE1509
 BE1509.Superseded values are not recommended for survey control.
 BE1509
 BE1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1509.See file dsdata.pdf to determine how the superseded data were derived.
 BE1509
 BE1509_MARKER: DD = SURVEY DISK
 BE1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1509_STAMPING: 46 76 B22
 BE1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1509+STABILITY: SURFACE MOTION
 BE1509
 BE1509  HISTORY     - Date     Condition        Report By
 BE1509  HISTORY     - 1976     MONUMENTED       FLDT
 BE1509  HISTORY     - 1977     GOOD             FLDT
 BE1509
 BE1509                          STATION DESCRIPTION
 BE1509
 BE1509'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1509'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHWEST OF SOUTHPORT,
 BE1509'ABOUT 8-1/2 MILES WEST OF PANAMA CITY AND ABOUT 4-1/2 MILES
 BE1509'NORTHWEST OF ST. ANDREWS STATE PARK, IN THE SOUTHEAST QUADRANT OF
 BE1509'THE INTERSECTION OF U.S. ROUTE 98 AND STATE ROUTE 745.
 BE1509'
 BE1509'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1509'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1509'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1509'6.0 MILES TO THE INTERSECTION OF STATE ROUTE 745 AND STATION ON
 BE1509'THE RIGHT.
 BE1509'
 BE1509'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1509'BRASS DISK, STAMPED 46 76 B22, SET IN THE TOP OF A ROUND CONCRETE
 BE1509'MONUMENT FLUSH WITH THE GROUND.  IT IS 24.0 FEET EAST OF CENTER OF
 BE1509'STATE ROUTE 745, 30.0 FEET WEST OF WEST FACE OF BUILDING, 40.7
 BE1509'FEET SOUTHWEST OF NORTHWEST CORNER OF BRICK BUILDING (WADES
 BE1509'GROCERY) AND 79.8 FEET SOUTH OF CENTER OF U.S. ROUTE 98.
 BE1509'
 BE1509'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1509'TRANSPORTATION BRASS DISK, STAMPED 46 76 B22 RM NO1, SET IN A
 BE1509'DRILL HOLE FLUSH WITH THE TOP OF A CONCRETE WALK.  IT IS 2.8 FEET
 BE1509'SOUTH OF A CONCRETE POWERLINE POLE, 15.0 FEET NORTHWEST OF
 BE1509'NORTHWEST CORNER OF BRICK BUILDING (WADES GROCERY), 39.6 FEET
 BE1509'SOUTH OF CENTER OF U.S. ROUTE 98 AND 46.1 FEET EAST OF CENTER OF
 BE1509'STATE ROUTE 745.
 BE1509'
 BE1509'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1509'TRANSPORTATION BRASS DISK, STAMPED 46 76 B22 RM NO2, SET IN THE
 BE1509'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1509'GROUND.  IT IS 1.4 FEET WEST OF A METAL WITNESS POST, 3.3 FEET
 BE1509'SOUTH OF A POWERLINE POLE, 7.1 FEET SOUTH-SOUTHWEST OF A
 BE1509'TELEPHONE JUNCTION BOX, 28.7 FEET SOUTHWEST OF SOUTHWEST CORNER
 BE1509'OF BRICK BUILDING (WADES GROCERY) AND 40.6 FEET EAST OF
 BE1509'CENTER OF STATE ROUTE 745.
 BE1509
 BE1509                          STATION RECOVERY (1977)
 BE1509
 BE1509'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1509'5.95 MI SE FROM PANAMA CITY BEACH.
 BE1509'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1509'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1509'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745
 BE1509'AND STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BE1509'FLUSH WITH THE GROUND.  IT IS 79.8 FEET SOUTH OF CENTER OF U. S. ROUTE
 BE1509'98, 40.7 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A BRICK BUILDING
 BE1509'WADES GROCERY, 30.0 FEET WEST OF THE WEST FACE OF THE BRICK BUILDING
 BE1509'AND 24.0 FEET EAST OF CENTER OF STATE ROUTE 745. SECTION 1, T4S, R
 BE1509'16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1389 ***********************************************************************
 BE1389  DESIGNATION -  46 76 B22 RM 1
 BE1389  PID         -  BE1389
 BE1389  STATE/COUNTY-  FL/BAY
 BE1389  COUNTRY     -  US
 BE1389  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1389
 BE1389                         *CURRENT SURVEY CONTROL
 BE1389  ______________________________________________________________________
 BE1389* NAD 83(1986) POSITION- 30 10 40.16   (N) 085 48 18.55   (W)   HD_HELD1
 BE1389* NAVD 88 ORTHO HEIGHT -     3.980 (meters)       13.06  (feet) ADJUSTED
 BE1389  ______________________________________________________________________
 BE1389  GEOID HEIGHT    -        -27.670 (meters)                     GEOID18
 BE1389  DYNAMIC HEIGHT  -          3.975 (meters)       13.04  (feet) COMP
 BE1389  MODELED GRAVITY -    979,321.7   (mgal)                       NAVD 88
 BE1389
 BE1389  VERT ORDER      -  SECOND    CLASS II
 BE1389
 BE1389.The horizontal coordinates were determined by differentially corrected
 BE1389.hand held GPS observations or other comparable positioning techniques
 BE1389.and have an estimated accuracy of +/- 3 meters.
 BE1389
 BE1389.The orthometric height was determined by differential leveling and
 BE1389.adjusted by the NATIONAL GEODETIC SURVEY
 BE1389.in June 1991.
 BE1389
 BE1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1389.GEOID18 height accuracy estimate available here.
 BE1389
 BE1389.Click photographs - Photos may exist for this station.
 BE1389
 BE1389.The dynamic height is computed by dividing the NAVD 88
 BE1389.geopotential number by the normal gravity value computed on the
 BE1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1389.degrees latitude (g = 980.6199 gals.).
 BE1389
 BE1389.The modeled gravity was interpolated from observed gravity values.
 BE1389
 BE1389;                    North         East    Units  Estimated Accuracy
 BE1389;SPC FL N     -   131,277.9     474,305.0     MT  (+/- 3 meters HH1 GPS) 
 BE1389
 BE1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1503839092(NAD 83)
 BE1389
 BE1389                          SUPERSEDED SURVEY CONTROL
 BE1389
 BE1389.No superseded survey control is available for this station.
 BE1389
 BE1389_MARKER: DD = SURVEY DISK
 BE1389_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1389_SP_SET: SIDEWALK
 BE1389_STAMPING: 46 76 B22 RM N01
 BE1389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1389
 BE1389  HISTORY     - Date     Condition        Report By
 BE1389  HISTORY     - 1976     MONUMENTED       FLDT
 BE1389  HISTORY     - 1977     GOOD             FLDT
 BE1389
 BE1389                          STATION DESCRIPTION
 BE1389
 BE1389'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1389'5.95 MI SE FROM PANAMA CITY BEACH.
 BE1389'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1389'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1389'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745
 BE1389'AND REFERENCE MARK.  WHICH IS SET IN A DRILL HOLE IN THE TOP OF A
 BE1389'CONCRETE SIDEWALK.  IT IS 46.1 FEET EAST OF CENTER OF STATE ROUTE 745,
 BE1389'39.6 FEET SOUTH OF CENTER OF U. S. ROUTE 98, 15.0 FEET NORTHWEST OF
 BE1389'THE NORTHWEST CORNER OF A BRICK BUILDING WADES GROCERY AND 2.8 FEET
 BE1389'SOUTH OF A CONCRETE POWER POLE.  SECTION 1, T 4S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1468 ***********************************************************************
 BE1468  DESIGNATION -  46 76 B22 RM 2
 BE1468  PID         -  BE1468
 BE1468  STATE/COUNTY-  FL/BAY
 BE1468  COUNTRY     -  US
 BE1468  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1468
 BE1468                         *CURRENT SURVEY CONTROL
 BE1468  ______________________________________________________________________
 BE1468* NAD 83(1986) POSITION- 30 10 39.23   (N) 085 48 18.61   (W)   HD_HELD1
 BE1468* NAVD 88 ORTHO HEIGHT -     3.588 (meters)       11.77  (feet) ADJUSTED
 BE1468  ______________________________________________________________________
 BE1468  GEOID HEIGHT    -        -27.670 (meters)                     GEOID18
 BE1468  DYNAMIC HEIGHT  -          3.583 (meters)       11.76  (feet) COMP
 BE1468  MODELED GRAVITY -    979,321.7   (mgal)                       NAVD 88
 BE1468
 BE1468  VERT ORDER      -  SECOND    CLASS II
 BE1468
 BE1468.The horizontal coordinates were determined by differentially corrected
 BE1468.hand held GPS observations or other comparable positioning techniques
 BE1468.and have an estimated accuracy of +/- 3 meters.
 BE1468
 BE1468.The orthometric height was determined by differential leveling and
 BE1468.adjusted by the NATIONAL GEODETIC SURVEY
 BE1468.in June 1991.
 BE1468
 BE1468.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1468.GEOID18 height accuracy estimate available here.
 BE1468
 BE1468.Click photographs - Photos may exist for this station.
 BE1468
 BE1468.The dynamic height is computed by dividing the NAVD 88
 BE1468.geopotential number by the normal gravity value computed on the
 BE1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1468.degrees latitude (g = 980.6199 gals.).
 BE1468
 BE1468.The modeled gravity was interpolated from observed gravity values.
 BE1468
 BE1468;                    North         East    Units  Estimated Accuracy
 BE1468;SPC FL N     -   131,249.3     474,303.1     MT  (+/- 3 meters HH1 GPS) 
 BE1468
 BE1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1503739064(NAD 83)
 BE1468
 BE1468                          SUPERSEDED SURVEY CONTROL
 BE1468
 BE1468.No superseded survey control is available for this station.
 BE1468
 BE1468_MARKER: DD = SURVEY DISK
 BE1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1468_STAMPING: 46 76 B22 RM NO2
 BE1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1468+STABILITY: SURFACE MOTION
 BE1468
 BE1468  HISTORY     - Date     Condition        Report By
 BE1468  HISTORY     - 1976     MONUMENTED       FLDT
 BE1468  HISTORY     - 1977     GOOD             FLDT
 BE1468
 BE1468                          STATION DESCRIPTION
 BE1468
 BE1468'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1468'5.95 MI SE FROM PANAMA CITY BEACH.
 BE1468'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1468'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1468'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745
 BE1468'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1468'SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 40.6 FEET EAST
 BE1468'OF CENTER OF STATE ROUTE 745, 28.7 FEET SOUTHWEST OF THE SOUTHWEST
 BE1468'CORNER OF A BRICK BUILDING WADES GROCERY, 7.1 FEET SOUTH-SOUTHWEST OF
 BE1468'A TELEPHONE JUNCTION BOX, 3.3 FEET SOUTHWEST OF A POWER POLE AND 1.4
 BE1468'FEET WEST OF A METAL WITNESS POST.  SECTION 1, T4S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1510 ***********************************************************************
 BE1510  DESIGNATION -  46 76 B23
 BE1510  PID         -  BE1510
 BE1510  STATE/COUNTY-  FL/BAY
 BE1510  COUNTRY     -  US
 BE1510  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1510
 BE1510                         *CURRENT SURVEY CONTROL
 BE1510  ______________________________________________________________________
 BE1510* NAD 83(1990) POSITION- 30 10 34.82992(N) 085 48 19.31895(W)   ADJUSTED
 BE1510* NAVD 88 ORTHO HEIGHT -     3.312 (meters)       10.87  (feet) ADJUSTED
 BE1510  ______________________________________________________________________
 BE1510  GEOID HEIGHT    -        -27.668 (meters)                     GEOID18
 BE1510  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 BE1510  DYNAMIC HEIGHT  -          3.307 (meters)       10.85  (feet) COMP
 BE1510  MODELED GRAVITY -    979,321.6   (mgal)                       NAVD 88
 BE1510
 BE1510  HORZ ORDER      -  SECOND
 BE1510  VERT ORDER      -  SECOND    CLASS II
 BE1510
 BE1510.The horizontal coordinates were established by classical geodetic methods
 BE1510.and adjusted by the National Geodetic Survey in May 1991.
 BE1510
 BE1510.The orthometric height was determined by differential leveling and
 BE1510.adjusted by the NATIONAL GEODETIC SURVEY
 BE1510.in June 1991.
 BE1510
 BE1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1510.GEOID18 height accuracy estimate available here.
 BE1510
 BE1510.Click photographs - Photos may exist for this station.
 BE1510
 BE1510.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1510
 BE1510.The dynamic height is computed by dividing the NAVD 88
 BE1510.geopotential number by the normal gravity value computed on the
 BE1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1510.degrees latitude (g = 980.6199 gals.).
 BE1510
 BE1510.The modeled gravity was interpolated from observed gravity values.
 BE1510
 BE1510. The following values were computed from the NAD 83(1990) position.
 BE1510
 BE1510;                    North         East     Units Scale Factor Converg.
 BE1510;SPC FL N     -   131,114.071   474,282.558   MT  0.99994845   -0 39 21.5
 BE1510;SPC FL N     -   430,163.41  1,556,042.03   sFT  0.99994845   -0 39 21.5
 BE1510;UTM  16      - 3,338,928.494   615,019.548   MT  0.99976321   +0 36 02.0
 BE1510
 BE1510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1510!SPC FL N     -   1.00000383  x   0.99994845  =   0.99995227
 BE1510!UTM  16      -   1.00000383  x   0.99976321  =   0.99976703
 BE1510
 BE1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1501938928(NAD 83)
 BE1510
 BE1510|---------------------------------------------------------------------|
 BE1510| PID    Reference Object                     Distance      Geod. Az  |
 BE1510|                                                           dddmmss.s |
 BE1510| BE1509 46 76 B22                           152.912 METERS 00513     |
 BE1510| BE1390 46 76 B23 RM 1                       19.112 METERS 10411     |
 BE1510| BE1511 46 76 B24                           230.470 METERS 11739     |
 BE1510| BE1469 46 76 B23 RM 2                       12.746 METERS 19327     |
 BE1510|---------------------------------------------------------------------|
 BE1510
 BE1510                          SUPERSEDED SURVEY CONTROL
 BE1510
 BE1510  NAD 83(1986)-  30 10 34.83974(N)    085 48 19.32879(W) AD(       ) 2
 BE1510  NAD 27      -  30 10 34.10317(N)    085 48 19.56761(W) AD(       ) 2
 BE1510  NGVD 29 (07/19/86)    3.44   (m)           11.3    (f) LEVELING    3  
 BE1510
 BE1510.Superseded values are not recommended for survey control.
 BE1510
 BE1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1510.See file dsdata.pdf to determine how the superseded data were derived.
 BE1510
 BE1510_MARKER: DD = SURVEY DISK
 BE1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1510_STAMPING: 46 76 B23
 BE1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1510+STABILITY: SURFACE MOTION
 BE1510
 BE1510  HISTORY     - Date     Condition        Report By
 BE1510  HISTORY     - 1976     MONUMENTED       FLDT
 BE1510  HISTORY     - 1977     GOOD             FLDT
 BE1510
 BE1510                          STATION DESCRIPTION
 BE1510
 BE1510'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1510'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHWEST OF SOUTHPORT,
 BE1510'ABOUT 8-1/2 MILES WEST OF PANAMA CITY AND 4-1/2 MILES NORTHWEST OF
 BE1510'ST. ANDREWS STATE PARK, AT THE INTERSECTION OF BEACH BOULEVARD
 BE1510'AND STATE ROUTE 745.
 BE1510'
 BE1510'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1510'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1510'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1510'6.0 MILES TO THE INTERSECTION OF STATE ROUTE 745.  TURN RIGHT AND
 BE1510'GO SOUTH ON STATE ROUTE 745 FOR 0.1 MILE AND STATION ON THE
 BE1510'RIGHT.
 BE1510'
 BE1510'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1510'BRASS DISK, STAMPED 46 76 B23, SET IN THE TOP OF A ROUND CONCRETE
 BE1510'MONUMENT FLUSH WITH THE GROUND.  IT IS 20.7 FEET WEST OF CENTER
 BE1510'OF BEACH BOULEVARD, 37.7 FEET NORTH-NORTHWEST OF A UTILITY POLE
 BE1510'AND 45.9 FEET SOUTHWEST OF CENTER OF INTERSECTION OF BEACH
 BE1510'BOULEVARD AND STATE ROUTE 745.
 BE1510'
 BE1510'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1510'TRANSPORTATION BRASS DISK, STAMPED 46 76 B23 RM NO1, SET IN THE
 BE1510'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 BE1510'IS 1.7 FEET WEST OF A METAL WITNESS POST, 26.0 FEET SOUTH OF
 BE1510'CENTER OF STATE ROUTE 745 AND 40.3 FEET EAST OF CENTER OF BEACH
 BE1510'BOULEVARD.
 BE1510'
 BE1510'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1510'TRANSPORTATION BRASS DISK, STAMPED 46 76 B23 RM NO2, SET IN THE
 BE1510'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH WITH THE
 BE1510'GROUND.  IT IS 1.1 FEET NORTH OF A METAL WITNESS POST, 13.0 FEET
 BE1510'WEST-SOUTHWEST OF A UTILITY POLE AND 30.5 FEET WEST OF CENTER OF
 BE1510'BEACH BOULEVARD.
 BE1510
 BE1510                          STATION RECOVERY (1977)
 BE1510
 BE1510'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1510'6.05 MI SE FROM PANAMA CITY BEACH.
 BE1510'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1510'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1510'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1510'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FOR ABOUT 0.1 MILE
 BE1510'AND STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BE1510'FLUSH WITH THE GROUND.  IT IS 45.9 FEET SOUTHWEST OF CENTER OF THE
 BE1510'JUNCTION OF STATE ROUTE 745 AND BEACH BOULEVARD, 37.7 FEET
 BE1510'NORTH-NORTHWEST OF A UTILITY POLE AND 20.7 FEET WEST OF CENTER OF
 BE1510'BEACH BOULEVARD.  SECTION 1, T 4S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1390 ***********************************************************************
 BE1390  DESIGNATION -  46 76 B23 RM 1
 BE1390  PID         -  BE1390
 BE1390  STATE/COUNTY-  FL/BAY
 BE1390  COUNTRY     -  US
 BE1390  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1390
 BE1390                         *CURRENT SURVEY CONTROL
 BE1390  ______________________________________________________________________
 BE1390* NAD 83(1986) POSITION- 30 10 34.68   (N) 085 48 18.63   (W)   HD_HELD1
 BE1390* NAVD 88 ORTHO HEIGHT -     3.552 (meters)       11.65  (feet) ADJUSTED
 BE1390  ______________________________________________________________________
 BE1390  GEOID HEIGHT    -        -27.668 (meters)                     GEOID18
 BE1390  DYNAMIC HEIGHT  -          3.548 (meters)       11.64  (feet) COMP
 BE1390  MODELED GRAVITY -    979,321.6   (mgal)                       NAVD 88
 BE1390
 BE1390  VERT ORDER      -  SECOND    CLASS II
 BE1390
 BE1390.The horizontal coordinates were determined by differentially corrected
 BE1390.hand held GPS observations or other comparable positioning techniques
 BE1390.and have an estimated accuracy of +/- 3 meters.
 BE1390
 BE1390.The orthometric height was determined by differential leveling and
 BE1390.adjusted by the NATIONAL GEODETIC SURVEY
 BE1390.in June 1991.
 BE1390
 BE1390.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1390.GEOID18 height accuracy estimate available here.
 BE1390
 BE1390.Click photographs - Photos may exist for this station.
 BE1390
 BE1390.The dynamic height is computed by dividing the NAVD 88
 BE1390.geopotential number by the normal gravity value computed on the
 BE1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1390.degrees latitude (g = 980.6199 gals.).
 BE1390
 BE1390.The modeled gravity was interpolated from observed gravity values.
 BE1390
 BE1390;                    North         East    Units  Estimated Accuracy
 BE1390;SPC FL N     -   131,109.2     474,300.9     MT  (+/- 3 meters HH1 GPS) 
 BE1390
 BE1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1503838924(NAD 83)
 BE1390
 BE1390                          SUPERSEDED SURVEY CONTROL
 BE1390
 BE1390.No superseded survey control is available for this station.
 BE1390
 BE1390_MARKER: DD = SURVEY DISK
 BE1390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1390_STAMPING: 46 76 B23 RM N01
 BE1390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1390+STABILITY: SURFACE MOTION
 BE1390
 BE1390  HISTORY     - Date     Condition        Report By
 BE1390  HISTORY     - 1976     MONUMENTED       FLDT
 BE1390  HISTORY     - 1977     GOOD             FLDT
 BE1390
 BE1390                          STATION DESCRIPTION
 BE1390
 BE1390'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1390'6.05 MI SE FROM PANAMA CITY BEACH.
 BE1390'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1390'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH. GO SOUTHEAST ON U.
 BE1390'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1390'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FOR ABOUT 0.1 MILE
 BE1390'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1390'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 40.3 FEET EAST
 BE1390'OF CENTER OF BEACH BOULEVARD, 26.0 FEET SOUTH OF CENTER OF STATE ROUTE
 BE1390'745 AND 1.7 FEET WEST OF A METAL WITNESS POST.  SECTION 1, T4S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1469 ***********************************************************************
 BE1469  DESIGNATION -  46 76 B23 RM 2
 BE1469  PID         -  BE1469
 BE1469  STATE/COUNTY-  FL/BAY
 BE1469  COUNTRY     -  US
 BE1469  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1469
 BE1469                         *CURRENT SURVEY CONTROL
 BE1469  ______________________________________________________________________
 BE1469* NAD 83(1986) POSITION- 30 10 34.43   (N) 085 48 19.43   (W)   HD_HELD1
 BE1469* NAVD 88 ORTHO HEIGHT -     3.409 (meters)       11.18  (feet) ADJUSTED
 BE1469  ______________________________________________________________________
 BE1469  GEOID HEIGHT    -        -27.668 (meters)                     GEOID18
 BE1469  DYNAMIC HEIGHT  -          3.404 (meters)       11.17  (feet) COMP
 BE1469  MODELED GRAVITY -    979,321.6   (mgal)                       NAVD 88
 BE1469
 BE1469  VERT ORDER      -  SECOND    CLASS II
 BE1469
 BE1469.The horizontal coordinates were determined by differentially corrected
 BE1469.hand held GPS observations or other comparable positioning techniques
 BE1469.and have an estimated accuracy of +/- 3 meters.
 BE1469
 BE1469.The orthometric height was determined by differential leveling and
 BE1469.adjusted by the NATIONAL GEODETIC SURVEY
 BE1469.in June 1991.
 BE1469
 BE1469.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1469.GEOID18 height accuracy estimate available here.
 BE1469
 BE1469.Click photographs - Photos may exist for this station.
 BE1469
 BE1469.The dynamic height is computed by dividing the NAVD 88
 BE1469.geopotential number by the normal gravity value computed on the
 BE1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1469.degrees latitude (g = 980.6199 gals.).
 BE1469
 BE1469.The modeled gravity was interpolated from observed gravity values.
 BE1469
 BE1469;                    North         East    Units  Estimated Accuracy
 BE1469;SPC FL N     -   131,101.8     474,279.4     MT  (+/- 3 meters HH1 GPS) 
 BE1469
 BE1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1501638916(NAD 83)
 BE1469
 BE1469                          SUPERSEDED SURVEY CONTROL
 BE1469
 BE1469.No superseded survey control is available for this station.
 BE1469
 BE1469_MARKER: DD = SURVEY DISK
 BE1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1469_STAMPING: 46 76 B23 RM N02
 BE1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1469+STABILITY: SURFACE MOTION
 BE1469
 BE1469  HISTORY     - Date     Condition        Report By
 BE1469  HISTORY     - 1976     MONUMENTED       FLDT
 BE1469  HISTORY     - 1977     GOOD             FLDT
 BE1469
 BE1469                          STATION DESCRIPTION
 BE1469
 BE1469'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1469'6.05 MI SE FROM PANAMA CITY BEACH.
 BE1469'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1469'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1469'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1469'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FOR ABOUT 0.1 MILE
 BE1469'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1469'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 30.5 FEET WEST
 BE1469'OF CENTER OF BEACH BOULEVARD, 13.0 FEET WEST-SOUTHWEST OF A UTILITY
 BE1469'POLE AND 1.1 FEET NORTH OF A METAL WITNESS POST.  SECTION 1, T4S, R
 BE1469'16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1511 ***********************************************************************
 BE1511  DESIGNATION -  46 76 B24
 BE1511  PID         -  BE1511
 BE1511  STATE/COUNTY-  FL/BAY
 BE1511  COUNTRY     -  US
 BE1511  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1511
 BE1511                         *CURRENT SURVEY CONTROL
 BE1511  ______________________________________________________________________
 BE1511* NAD 83(1990) POSITION- 30 10 31.35683(N) 085 48 11.68827(W)   ADJUSTED
 BE1511* NAVD 88 ORTHO HEIGHT -     3.879 (meters)       12.73  (feet) ADJUSTED
 BE1511  ______________________________________________________________________
 BE1511  GEOID HEIGHT    -        -27.669 (meters)                     GEOID18
 BE1511  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 BE1511  DYNAMIC HEIGHT  -          3.874 (meters)       12.71  (feet) COMP
 BE1511  MODELED GRAVITY -    979,321.5   (mgal)                       NAVD 88
 BE1511
 BE1511  HORZ ORDER      -  SECOND
 BE1511  VERT ORDER      -  SECOND    CLASS II
 BE1511
 BE1511.The horizontal coordinates were established by classical geodetic methods
 BE1511.and adjusted by the National Geodetic Survey in May 1991.
 BE1511
 BE1511.The orthometric height was determined by differential leveling and
 BE1511.adjusted by the NATIONAL GEODETIC SURVEY
 BE1511.in June 1991.
 BE1511
 BE1511.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1511.GEOID18 height accuracy estimate available here.
 BE1511
 BE1511.Click photographs - Photos may exist for this station.
 BE1511
 BE1511.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1511
 BE1511.The dynamic height is computed by dividing the NAVD 88
 BE1511.geopotential number by the normal gravity value computed on the
 BE1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1511.degrees latitude (g = 980.6199 gals.).
 BE1511
 BE1511.The modeled gravity was interpolated from observed gravity values.
 BE1511
 BE1511. The following values were computed from the NAD 83(1990) position.
 BE1511
 BE1511;                    North         East     Units Scale Factor Converg.
 BE1511;SPC FL N     -   131,004.801   474,485.465   MT  0.99994844   -0 39 17.7
 BE1511;SPC FL N     -   429,804.92  1,556,707.73   sFT  0.99994844   -0 39 17.7
 BE1511;UTM  16      - 3,338,823.719   615,224.765   MT  0.99976380   +0 36 05.8
 BE1511
 BE1511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1511!SPC FL N     -   1.00000374  x   0.99994844  =   0.99995218
 BE1511!UTM  16      -   1.00000374  x   0.99976380  =   0.99976754
 BE1511
 BE1511:                Primary Azimuth Mark                     Grid Az
 BE1511:SPC FL N     -  46 76 B25                                124 28 28.1
 BE1511:UTM  16      -  46 76 B25                                123 13 04.6
 BE1511
 BE1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1522438823(NAD 83)
 BE1511
 BE1511|---------------------------------------------------------------------|
 BE1511| PID    Reference Object                     Distance      Geod. Az  |
 BE1511|                                                           dddmmss.s |
 BE1511| BE1329 LONG                                267.443 METERS 00321     |
 BE1511| BE1512 46 76 B25                           406.320 METERS 1234910.4 |
 BE1511| BE1391 46 76 B24 RM 1                       13.620 METERS 19638     |
 BE1511| BE1510 46 76 B23                           230.470 METERS 29739     |
 BE1511| BE1470 46 76 B24 RM 2                       14.938 METERS 30611     |
 BE1511|---------------------------------------------------------------------|
 BE1511
 BE1511                          SUPERSEDED SURVEY CONTROL
 BE1511
 BE1511  NAD 83(1986)-  30 10 31.36660(N)    085 48 11.69801(W) AD(       ) 2
 BE1511  NAD 27      -  30 10 30.62992(N)    085 48 11.93705(W) AD(       ) 2
 BE1511  NGVD 29 (07/19/86)    4.01   (m)           13.2    (f) LEVELING    3  
 BE1511
 BE1511.Superseded values are not recommended for survey control.
 BE1511
 BE1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1511.See file dsdata.pdf to determine how the superseded data were derived.
 BE1511
 BE1511_MARKER: DD = SURVEY DISK
 BE1511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1511_STAMPING: 46 76 B24
 BE1511_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1511+STABILITY: SURFACE MOTION
 BE1511
 BE1511  HISTORY     - Date     Condition        Report By
 BE1511  HISTORY     - 1976     MONUMENTED       FLDT
 BE1511  HISTORY     - 1977     GOOD             FLDT
 BE1511  HISTORY     - 1980     GOOD             NOS
 BE1511  HISTORY     - 20070913 POOR             FLDT
 BE1511
 BE1511                          STATION DESCRIPTION
 BE1511
 BE1511'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1511'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHWEST OF SOUTHPORT,
 BE1511'ABOUT 8-1/2 MILES WEST OF PANAMA CITY AND ABOUT 4-1/2 MILES
 BE1511'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF
 BE1511'STATE ROUTE 745 (THOMAS DRIVE).
 BE1511'
 BE1511'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1511'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1511'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1511'6.0 MILES TO THE INTERSECTION FOR STATE ROUTE 745.  TURN RIGHT
 BE1511'AND GO SOUTHEASTERLY ON STATE ROUTE 745 FOR 0.25 MILE AND STATION
 BE1511'ON THE LEFT.
 BE1511'
 BE1511'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1511'BRASS DISK, STAMPED 46 76 B24, SET IN THE TOP OF A ROUND CONCRETE
 BE1511'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 4.6 FEET SOUTHWEST OF
 BE1511'A METAL WITNESS POST, 5.0 FEET SOUTHWEST OF THE SOUTHWEST FACE OF
 BE1511'A BLOCK WALL, 16.5 FEET NORTHEAST OF CENTER OF STATE ROUTE 745
 BE1511'AND 51.2 FEET WEST OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK
 BE1511'HOUSE.
 BE1511'
 BE1511'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1511'TRANSPORTATION BRASS DISK, STAMPED 46 76 B24 RM NO1, SET IN THE
 BE1511'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW THE
 BE1511'GROUND.  IT IS 1.1 FEET NORTHEAST OF A METAL WITNESS POST, 1.5
 BE1511'FEET NORTHEAST OF THE NORTHEAST FACE OF CONCRETE CURB AND 26.8
 BE1511'FEET SOUTHWEST OF CENTER OF STATE ROUTE 745.
 BE1511'
 BE1511'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1511'TRANSPORTATION BRASS DISK, STAMPED 46 76 B24 RM NO2, SET IN THE
 BE1511'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW THE
 BE1511'GROUND.  IT IS 1.3 FEET SOUTHWEST OF A METAL WITNESS POST, 1.7
 BE1511'FEET SOUTHWEST OF THE SOUTHWEST FACE OF A BLOCK WALL, 20.0 FEET
 BE1511'NORTHEAST OF STATE ROUTE 745 AND 46.7 FEET SOUTHEAST OF A
 BE1511'POWERLINE POLE WITH A STREET LIGHT.
 BE1511
 BE1511                          STATION RECOVERY (1977)
 BE1511
 BE1511'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1511'6.15 MI SE FROM PANAMA CITY BEACH.
 BE1511'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1511'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH. GO SOUTHEAST ON U.
 BE1511'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1511'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FOR ABOUT 0.2 MILE
 BE1511'AND STATION.  WHICH IS 51.2 FEET WEST OF THE SOUTHWEST CORNER OF A
 BE1511'CONCRETE BLOCK HOUSE, 16.5 FEET NORTHEAST OF CENTER OF STATE ROUTE
 BE1511'745, 5.0 FEET SOUTHWEST OF THE SOUTHWEST FACE OF A CONCRETE BLOCK
 BE1511'SHRUBBERY WALL AND 4.6 FEET SOUTHWEST OF A METAL WITNESS POST. SET IN
 BE1511'THE TOP OF A ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND. SECTION 1,
 BE1511'T4S, R16W.
 BE1511
 BE1511                          STATION RECOVERY (1980)
 BE1511
 BE1511'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1511'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 BE1511'DESCRIBED.
 BE1511
 BE1511                          STATION RECOVERY (2007)
 BE1511
 BE1511'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2007 (WTS)
 BE1511'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1391 ***********************************************************************
 BE1391  DESIGNATION -  46 76 B24 RM 1
 BE1391  PID         -  BE1391
 BE1391  STATE/COUNTY-  FL/BAY
 BE1391  COUNTRY     -  US
 BE1391  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1391
 BE1391                         *CURRENT SURVEY CONTROL
 BE1391  ______________________________________________________________________
 BE1391* NAD 83(1986) POSITION- 30 10 30.93   (N) 085 48 11.83   (W)   HD_HELD1
 BE1391* NAVD 88 ORTHO HEIGHT -     3.941 (meters)       12.93  (feet) ADJUSTED
 BE1391  ______________________________________________________________________
 BE1391  GEOID HEIGHT    -        -27.668 (meters)                     GEOID18
 BE1391  DYNAMIC HEIGHT  -          3.935 (meters)       12.91  (feet) COMP
 BE1391  MODELED GRAVITY -    979,321.5   (mgal)                       NAVD 88
 BE1391
 BE1391  VERT ORDER      -  SECOND    CLASS II
 BE1391
 BE1391.The horizontal coordinates were determined by differentially corrected
 BE1391.hand held GPS observations or other comparable positioning techniques
 BE1391.and have an estimated accuracy of +/- 3 meters.
 BE1391
 BE1391.The orthometric height was determined by differential leveling and
 BE1391.adjusted by the NATIONAL GEODETIC SURVEY
 BE1391.in June 1991.
 BE1391
 BE1391.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1391.GEOID18 height accuracy estimate available here.
 BE1391
 BE1391.Click photographs - Photos may exist for this station.
 BE1391
 BE1391.The dynamic height is computed by dividing the NAVD 88
 BE1391.geopotential number by the normal gravity value computed on the
 BE1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1391.degrees latitude (g = 980.6199 gals.).
 BE1391
 BE1391.The modeled gravity was interpolated from observed gravity values.
 BE1391
 BE1391;                    North         East    Units  Estimated Accuracy
 BE1391;SPC FL N     -   130,991.7     474,481.5     MT  (+/- 3 meters HH1 GPS) 
 BE1391
 BE1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1522138810(NAD 83)
 BE1391
 BE1391                          SUPERSEDED SURVEY CONTROL
 BE1391
 BE1391.No superseded survey control is available for this station.
 BE1391
 BE1391_MARKER: DD = SURVEY DISK
 BE1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1391_STAMPING: 46 76 B24 RM N01
 BE1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1391+STABILITY: SURFACE MOTION
 BE1391
 BE1391  HISTORY     - Date     Condition        Report By
 BE1391  HISTORY     - 1976     MONUMENTED       FLDT
 BE1391  HISTORY     - 1977     GOOD             FLDT
 BE1391
 BE1391                          STATION DESCRIPTION
 BE1391
 BE1391'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1391'6.15 MI SE FROM PANAMA CITY BEACH.
 BE1391'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1391'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1391'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1391'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FOR ABOUT 0.2 MILE
 BE1391'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1391'SQUARE CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS 26.8 FEET
 BE1391'SOUTHWEST OF CENTER OF STATE ROUTE 745, 1.5 FEET NORTHEAST OF THE
 BE1391'NORTHEAST FACE OF A CONCRETE BLOCK SHRUBBERY WALL AND 1.1 FEET
 BE1391'NORTHEAST OF A METAL WITNESS POST.  SECTION 1, T 4S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1470 ***********************************************************************
 BE1470  DESIGNATION -  46 76 B24 RM 2
 BE1470  PID         -  BE1470
 BE1470  STATE/COUNTY-  FL/BAY
 BE1470  COUNTRY     -  US
 BE1470  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1470
 BE1470                         *CURRENT SURVEY CONTROL
 BE1470  ______________________________________________________________________
 BE1470* NAD 83(1986) POSITION- 30 10 31.64   (N) 085 48 12.14   (W)   HD_HELD1
 BE1470* NAVD 88 ORTHO HEIGHT -     3.992 (meters)       13.10  (feet) ADJUSTED
 BE1470  ______________________________________________________________________
 BE1470  GEOID HEIGHT    -        -27.669 (meters)                     GEOID18
 BE1470  DYNAMIC HEIGHT  -          3.987 (meters)       13.08  (feet) COMP
 BE1470  MODELED GRAVITY -    979,321.5   (mgal)                       NAVD 88
 BE1470
 BE1470  VERT ORDER      -  SECOND    CLASS II
 BE1470
 BE1470.The horizontal coordinates were determined by differentially corrected
 BE1470.hand held GPS observations or other comparable positioning techniques
 BE1470.and have an estimated accuracy of +/- 3 meters.
 BE1470
 BE1470.The orthometric height was determined by differential leveling and
 BE1470.adjusted by the NATIONAL GEODETIC SURVEY
 BE1470.in June 1991.
 BE1470
 BE1470.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1470.GEOID18 height accuracy estimate available here.
 BE1470
 BE1470.Click photographs - Photos may exist for this station.
 BE1470
 BE1470.The dynamic height is computed by dividing the NAVD 88
 BE1470.geopotential number by the normal gravity value computed on the
 BE1470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1470.degrees latitude (g = 980.6199 gals.).
 BE1470
 BE1470.The modeled gravity was interpolated from observed gravity values.
 BE1470
 BE1470;                    North         East    Units  Estimated Accuracy
 BE1470;SPC FL N     -   131,013.7     474,473.5     MT  (+/- 3 meters HH1 GPS) 
 BE1470
 BE1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1521238832(NAD 83)
 BE1470
 BE1470                          SUPERSEDED SURVEY CONTROL
 BE1470
 BE1470.No superseded survey control is available for this station.
 BE1470
 BE1470_MARKER: DD = SURVEY DISK
 BE1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1470_STAMPING: 46 76 B24 RM NO 2
 BE1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1470+STABILITY: SURFACE MOTION
 BE1470
 BE1470  HISTORY     - Date     Condition        Report By
 BE1470  HISTORY     - 1976     MONUMENTED       FLDT
 BE1470  HISTORY     - 1977     GOOD             FLDT
 BE1470
 BE1470                          STATION DESCRIPTION
 BE1470
 BE1470'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1470'6.15 MI SE FROM PANAMA CITY BEACH.
 BE1470'FROM THE JUNCTION OF U.S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1470'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1470'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1470'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FOR ABOUT 0.2 MILE
 BE1470'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1470'SQUARE CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS 46.7 FEET
 BE1470'SOUTHEAST OF A POWER POLE SUPPORTING A STREET LIGHT, 20.0 FEET
 BE1470'NORTHEAST OF CENTER OF STATE ROUTE 745, 1.7 FEET  SOUTHWEST OF THE
 BE1470'SOUTHWEST FACE OF A CONCRETE BLOCK SHRUBBERY WALL AND 1.3 FEET
 BE1470'SOUTHWEST OF A METAL WITNESS POST.  SECTION 1, T 4S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1512 ***********************************************************************
 BE1512  DESIGNATION -  46 76 B25
 BE1512  PID         -  BE1512
 BE1512  STATE/COUNTY-  FL/BAY
 BE1512  COUNTRY     -  US
 BE1512  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1512
 BE1512                         *CURRENT SURVEY CONTROL
 BE1512  ______________________________________________________________________
 BE1512* NAD 83(1990) POSITION- 30 10 24.01252(N) 085 47 59.07127(W)   ADJUSTED
 BE1512* NAVD 88 ORTHO HEIGHT -     4.753 (meters)       15.59  (feet) ADJUSTED
 BE1512  ______________________________________________________________________
 BE1512  GEOID HEIGHT    -        -27.669 (meters)                     GEOID18
 BE1512  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 BE1512  DYNAMIC HEIGHT  -          4.747 (meters)       15.57  (feet) COMP
 BE1512  MODELED GRAVITY -    979,321.3   (mgal)                       NAVD 88
 BE1512
 BE1512  HORZ ORDER      -  SECOND
 BE1512  VERT ORDER      -  SECOND    CLASS II
 BE1512
 BE1512.The horizontal coordinates were established by classical geodetic methods
 BE1512.and adjusted by the National Geodetic Survey in May 1991.
 BE1512
 BE1512.The orthometric height was determined by differential leveling and
 BE1512.adjusted by the NATIONAL GEODETIC SURVEY
 BE1512.in June 1991.
 BE1512
 BE1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1512.GEOID18 height accuracy estimate available here.
 BE1512
 BE1512.Click photographs - Photos may exist for this station.
 BE1512
 BE1512.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1512
 BE1512.The dynamic height is computed by dividing the NAVD 88
 BE1512.geopotential number by the normal gravity value computed on the
 BE1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1512.degrees latitude (g = 980.6199 gals.).
 BE1512
 BE1512.The modeled gravity was interpolated from observed gravity values.
 BE1512
 BE1512. The following values were computed from the NAD 83(1990) position.
 BE1512
 BE1512;                    North         East     Units Scale Factor Converg.
 BE1512;SPC FL N     -   130,774.820   474,820.409   MT  0.99994844   -0 39 11.4
 BE1512;SPC FL N     -   429,050.39  1,557,806.63   sFT  0.99994844   -0 39 11.4
 BE1512;UTM  16      - 3,338,601.179   615,564.609   MT  0.99976476   +0 36 12.0
 BE1512
 BE1512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1512!SPC FL N     -   1.00000360  x   0.99994844  =   0.99995204
 BE1512!UTM  16      -   1.00000360  x   0.99976476  =   0.99976836
 BE1512
 BE1512:                Primary Azimuth Mark                     Grid Az
 BE1512:SPC FL N     -  46 76 B24                                304 28 28.2
 BE1512:UTM  16      -  46 76 B24                                303 13 04.8
 BE1512
 BE1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1556438601(NAD 83)
 BE1512
 BE1512|---------------------------------------------------------------------|
 BE1512| PID    Reference Object                     Distance      Geod. Az  |
 BE1512|                                                           dddmmss.s |
 BE1512| BE1471 46 76 B25 RM 2                       15.575 METERS 03353     |
 BE1512| BE1392 46 76 B25 RM 1                       27.765 METERS 28127     |
 BE1512| BE1511 46 76 B24                           406.320 METERS 3034916.8 |
 BE1512|---------------------------------------------------------------------|
 BE1512
 BE1512                          SUPERSEDED SURVEY CONTROL
 BE1512
 BE1512  NAD 83(1986)-  30 10 24.02229(N)    085 47 59.08100(W) AD(       ) 2
 BE1512  NAD 27      -  30 10 23.28581(N)    085 47 59.32089(W) AD(       ) 2
 BE1512  NGVD 29 (07/19/86)    4.88   (m)           16.0    (f) LEVELING    3  
 BE1512
 BE1512.Superseded values are not recommended for survey control.
 BE1512
 BE1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1512.See file dsdata.pdf to determine how the superseded data were derived.
 BE1512
 BE1512_MARKER: DD = SURVEY DISK
 BE1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1512_STAMPING: 46 76 B25
 BE1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1512+STABILITY: SURFACE MOTION
 BE1512
 BE1512  HISTORY     - Date     Condition        Report By
 BE1512  HISTORY     - 1976     MONUMENTED       FLDT
 BE1512  HISTORY     - 1977     GOOD             FLDT
 BE1512
 BE1512                          STATION DESCRIPTION
 BE1512
 BE1512'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1512'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHWEST OF SOUTHPORT,
 BE1512'ABOUT 8-1/2 MILES WEST OF PANAMA CITY AND ABOUT 4-1/4 MILES
 BE1512'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE SOUTHWEST SIDE OF
 BE1512'STATE ROUTE 745 (THOMAS DRIVE).
 BE1512'
 BE1512'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1512'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1512'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1512'6.0 MILES TO THE INTERSECTION OF STATE ROUTE 745.  TURN RIGHT AND
 BE1512'GO SOUTHEASTERLY ON STATE ROUTE 745 FOR 0.55 MILE TO THE
 BE1512'NORTHWEST END OF HOWARD JOHNSONS MOTOR LODGE AND STATION ON THE
 BE1512'RIGHT.
 BE1512'
 BE1512'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1512'BRASS DISK, STAMPED 46 76 B25, SET IN THE TOP OF A ROUND CONCRETE
 BE1512'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 7.3 FEET NORTH OF
 BE1512'CENTER OF A MAN HOLE COVER, 18.5 FEET SOUTHWEST OF CENTER OF STATE
 BE1512'ROUTE 745 (THOMAS DRIVE) AND 55.0 FEET SOUTHEAST OF CENTER OF
 BE1512'A DRIVE TO HOWARD JOHNSONS MOTOR LODGE.
 BE1512'
 BE1512'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1512'TRANSPORTATION BRASS DISK, STAMPED 46 76 B25 RM NO 1, SET IN THE
 BE1512'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES ABOVE THE
 BE1512'GROUND.  IT IS 0.5 FOOT SOUTHWEST OF A METAL WITNESS POST, 13.4
 BE1512'FEET EAST-SOUTHEAST OF A POWERLINE POLE AND 32.3 FEET NORTHEAST
 BE1512'OF CENTER OF STATE ROUTE 745.
 BE1512'
 BE1512'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1512'TRANSPORTATION BRASS DISK, STAMPED 46 76 B25 RM NO 2, SET IN THE
 BE1512'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1512'GROUND.  IT IS 1.0 FOOT NORTHEAST OF A METAL WITNESS POST, 1.3
 BE1512'FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE BLOCK FENCE,
 BE1512'30.0 FEET NORTHWEST OF CENTER OF DRIVE TO HOWARD JOHNSONS MOTOR
 BE1512'LODGE AND 52.0 FEET SOUTHWEST OF CENTERLINE OF CENTERLINE STATE
 BE1512'ROUTE 745.
 BE1512
 BE1512                          STATION RECOVERY (1977)
 BE1512
 BE1512'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1512'6.4 MI SE FROM PANAMA CITY BEACH.
 BE1512'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1512'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1512'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1512'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FOR ABOUT 0.45
 BE1512'MILE TO THE HOWARD JOHNSONS MOTOR LODGE AND STATION.  WHICH IS SET IN
 BE1512'THE TOP OF A ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND. IT IS 55.0
 BE1512'FEET SOUTHEAST OF CENTER OF THE MOTEL DRIVE, 18.5 FEET SOUTHWEST OF
 BE1512'CENTER OF STATE ROUTE 745 AND 7.3 FEET NORTH OF CENTER OF A METAL
 BE1512'MANHOLE COVER.  SECTION 1, T 4S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1392 ***********************************************************************
 BE1392  DESIGNATION -  46 76 B25 RM 1
 BE1392  PID         -  BE1392
 BE1392  STATE/COUNTY-  FL/BAY
 BE1392  COUNTRY     -  US
 BE1392  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1392
 BE1392                         *CURRENT SURVEY CONTROL
 BE1392  ______________________________________________________________________
 BE1392* NAD 83(1986) POSITION- 30 10 24.19   (N) 085 48 00.09   (W)   HD_HELD1
 BE1392* NAVD 88 ORTHO HEIGHT -     4.693 (meters)       15.40  (feet) ADJUSTED
 BE1392  ______________________________________________________________________
 BE1392  GEOID HEIGHT    -        -27.669 (meters)                     GEOID18
 BE1392  DYNAMIC HEIGHT  -          4.686 (meters)       15.37  (feet) COMP
 BE1392  MODELED GRAVITY -    979,321.3   (mgal)                       NAVD 88
 BE1392
 BE1392  VERT ORDER      -  SECOND    CLASS II
 BE1392
 BE1392.The horizontal coordinates were determined by differentially corrected
 BE1392.hand held GPS observations or other comparable positioning techniques
 BE1392.and have an estimated accuracy of +/- 3 meters.
 BE1392
 BE1392.The orthometric height was determined by differential leveling and
 BE1392.adjusted by the NATIONAL GEODETIC SURVEY
 BE1392.in June 1991.
 BE1392
 BE1392.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1392.GEOID18 height accuracy estimate available here.
 BE1392
 BE1392.Click photographs - Photos may exist for this station.
 BE1392
 BE1392.The dynamic height is computed by dividing the NAVD 88
 BE1392.geopotential number by the normal gravity value computed on the
 BE1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1392.degrees latitude (g = 980.6199 gals.).
 BE1392
 BE1392.The modeled gravity was interpolated from observed gravity values.
 BE1392
 BE1392;                    North         East    Units  Estimated Accuracy
 BE1392;SPC FL N     -   130,780.6     474,793.2     MT  (+/- 3 meters HH1 GPS) 
 BE1392
 BE1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1553738606(NAD 83)
 BE1392
 BE1392                          SUPERSEDED SURVEY CONTROL
 BE1392
 BE1392.No superseded survey control is available for this station.
 BE1392
 BE1392_MARKER: DD = SURVEY DISK
 BE1392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1392_STAMPING: 46 76 B25 RM N0 1
 BE1392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1392+STABILITY: SURFACE MOTION
 BE1392
 BE1392  HISTORY     - Date     Condition        Report By
 BE1392  HISTORY     - 1976     MONUMENTED       FLDT
 BE1392  HISTORY     - 1977     GOOD             FLDT
 BE1392
 BE1392                          STATION DESCRIPTION
 BE1392
 BE1392'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1392'6.4 MI SE FROM PANAMA CITY BEACH.
 BE1392'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1392'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1392'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1392'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FROM ABOUT 0.45
 BE1392'MILE TO THE HOWARD JOHNSONS MOTOR LODGE AND REFERENCE MARK. WHICH IS
 BE1392'SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 BE1392'ABOVE GROUND.  IT IS 32.3 FEET NORTHEAST OF CENTER OF STATE ROUTE 745,
 BE1392'13.4 FEET EAST-SOUTHEAST OF A POWER POLE AND 0.5 FOOT SOUTHWEST OF A
 BE1392'METAL WITNESS POST.  SECTION 1, T4S, R16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1471 ***********************************************************************
 BE1471  DESIGNATION -  46 76 B25 RM 2
 BE1471  PID         -  BE1471
 BE1471  STATE/COUNTY-  FL/BAY
 BE1471  COUNTRY     -  US
 BE1471  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1471
 BE1471                         *CURRENT SURVEY CONTROL
 BE1471  ______________________________________________________________________
 BE1471* NAD 83(1986) POSITION- 30 10 24.43   (N) 085 47 58.75   (W)   HD_HELD1
 BE1471* NAVD 88 ORTHO HEIGHT -     4.515 (meters)       14.81  (feet) ADJUSTED
 BE1471  ______________________________________________________________________
 BE1471  GEOID HEIGHT    -        -27.669 (meters)                     GEOID18
 BE1471  DYNAMIC HEIGHT  -          4.509 (meters)       14.79  (feet) COMP
 BE1471  MODELED GRAVITY -    979,321.3   (mgal)                       NAVD 88
 BE1471
 BE1471  VERT ORDER      -  SECOND    CLASS II
 BE1471
 BE1471.The horizontal coordinates were determined by differentially corrected
 BE1471.hand held GPS observations or other comparable positioning techniques
 BE1471.and have an estimated accuracy of +/- 3 meters.
 BE1471
 BE1471.The orthometric height was determined by differential leveling and
 BE1471.adjusted by the NATIONAL GEODETIC SURVEY
 BE1471.in June 1991.
 BE1471
 BE1471.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1471.GEOID18 height accuracy estimate available here.
 BE1471
 BE1471.Click photographs - Photos may exist for this station.
 BE1471
 BE1471.The dynamic height is computed by dividing the NAVD 88
 BE1471.geopotential number by the normal gravity value computed on the
 BE1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1471.degrees latitude (g = 980.6199 gals.).
 BE1471
 BE1471.The modeled gravity was interpolated from observed gravity values.
 BE1471
 BE1471;                    North         East    Units  Estimated Accuracy
 BE1471;SPC FL N     -   130,787.6     474,829.2     MT  (+/- 3 meters HH1 GPS) 
 BE1471
 BE1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1557338614(NAD 83)
 BE1471
 BE1471                          SUPERSEDED SURVEY CONTROL
 BE1471
 BE1471.No superseded survey control is available for this station.
 BE1471
 BE1471_MARKER: DD = SURVEY DISK
 BE1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1471_STAMPING: 46 76 B25 RM N0 2
 BE1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1471+STABILITY: SURFACE MOTION
 BE1471
 BE1471  HISTORY     - Date     Condition        Report By
 BE1471  HISTORY     - 1976     MONUMENTED       FLDT
 BE1471  HISTORY     - 1977     GOOD             FLDT
 BE1471
 BE1471                          STATION DESCRIPTION
 BE1471
 BE1471'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1471'6.4 MI SE FROM PANAMA CITY BEACH.
 BE1471'FROM THE JUNCTION OF U. S. ROUTE 98 AND STATE ROUTE 79, ABOUT 0.4 MILE
 BE1471'SOUTHWEST OF THE CITY HALL, IN PANAMA CITY BEACH.  GO SOUTHEAST ON U.
 BE1471'S. ROUTE 98 FOR ABOUT 5.95 MILES TO THE JUNCTION OF STATE ROUTE 745,
 BE1471'THEN GO SOUTHEAST ON STATE ROUTE 745 (THOMAS DRIVE) FOR ABOUT 0.45
 BE1471'MILE TO THE HOWARD JOHNSONS MOTOR LODGE AND REFERENCE MARK. WHICH IS
 BE1471'SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 BE1471'BELOW GROUND.  IT IS 52.0 FEET SOUTHWEST OF CENTER OF STATE ROUTE 745,
 BE1471'30.0 FEET NORTHWEST OF CENTER OF THE MOTEL DRIVE, 1.3 FEET NORTH OF
 BE1471'THE NORTHEAST CORNER OF A CONCRETE BLOCK FENCE AND 1.0 FOOT NORTHEAST
 BE1471'OF A METAL WITNESS POST.  SECTION 1, T 4S, R 16W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1513 ***********************************************************************
 BE1513  DESIGNATION -  46 76 B26
 BE1513  PID         -  BE1513
 BE1513  STATE/COUNTY-  FL/BAY
 BE1513  COUNTRY     -  US
 BE1513  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1513
 BE1513                         *CURRENT SURVEY CONTROL
 BE1513  ______________________________________________________________________
 BE1513* NAD 83(1990) POSITION- 30 10 06.10557(N) 085 47 23.45090(W)   ADJUSTED
 BE1513* NAVD 88 ORTHO HEIGHT -     1.947 (meters)        6.39  (feet) ADJUSTED
 BE1513  ______________________________________________________________________
 BE1513  GEOID HEIGHT    -        -27.670 (meters)                     GEOID18
 BE1513  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 BE1513  DYNAMIC HEIGHT  -          1.944 (meters)        6.38  (feet) COMP
 BE1513  MODELED GRAVITY -    979,320.9   (mgal)                       NAVD 88
 BE1513
 BE1513  HORZ ORDER      -  SECOND
 BE1513  VERT ORDER      -  SECOND    CLASS II
 BE1513
 BE1513.The horizontal coordinates were established by classical geodetic methods
 BE1513.and adjusted by the National Geodetic Survey in May 1991.
 BE1513
 BE1513.The orthometric height was determined by differential leveling and
 BE1513.adjusted by the NATIONAL GEODETIC SURVEY
 BE1513.in June 1991.
 BE1513
 BE1513.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1513.GEOID18 height accuracy estimate available here.
 BE1513
 BE1513.Click photographs - Photos may exist for this station.
 BE1513
 BE1513.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1513
 BE1513.The dynamic height is computed by dividing the NAVD 88
 BE1513.geopotential number by the normal gravity value computed on the
 BE1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1513.degrees latitude (g = 980.6199 gals.).
 BE1513
 BE1513.The modeled gravity was interpolated from observed gravity values.
 BE1513
 BE1513. The following values were computed from the NAD 83(1990) position.
 BE1513
 BE1513;                    North         East     Units Scale Factor Converg.
 BE1513;SPC FL N     -   130,212.650   475,767.085   MT  0.99994843   -0 38 53.5
 BE1513;SPC FL N     -   427,206.00  1,560,912.51   sFT  0.99994843   -0 38 53.5
 BE1513;UTM  16      - 3,338,060.001   616,523.210   MT  0.99976751   +0 36 29.6
 BE1513
 BE1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1513!SPC FL N     -   1.00000404  x   0.99994843  =   0.99995247
 BE1513!UTM  16      -   1.00000404  x   0.99976751  =   0.99977155
 BE1513
 BE1513:                Primary Azimuth Mark                     Grid Az
 BE1513:SPC FL N     -  PANAMA CITY TV STA WJHG MAST             038 36 09.4
 BE1513:UTM  16      -  PANAMA CITY TV STA WJHG MAST             037 20 46.3
 BE1513
 BE1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1652338060(NAD 83)
 BE1513
 BE1513|---------------------------------------------------------------------|
 BE1513| PID    Reference Object                     Distance      Geod. Az  |
 BE1513|                                                           dddmmss.s |
 BE1513| BE3723 PANAMA CITY TV STA WJHG MAST        APPROX. 2.2 KM 0375715.9 |
 BE1513| BE1393 46 76 B26 RM 1                       13.493 METERS 25945     |
 BE1513| BE1472 46 76 B26 RM 2                       15.918 METERS 33729     |
 BE1513|---------------------------------------------------------------------|
 BE1513
 BE1513                          SUPERSEDED SURVEY CONTROL
 BE1513
 BE1513  NAD 83(1986)-  30 10 06.11552(N)    085 47 23.46061(W) AD(       ) 2
 BE1513  NAD 27      -  30 10 05.37975(N)    085 47 23.70255(W) AD(       ) 2
 BE1513  NGVD 29 (07/19/86)    2.08   (m)            6.8    (f) LEVELING    3  
 BE1513
 BE1513.Superseded values are not recommended for survey control.
 BE1513
 BE1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1513.See file dsdata.pdf to determine how the superseded data were derived.
 BE1513
 BE1513_MARKER: DD = SURVEY DISK
 BE1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1513_STAMPING: 46 76 B26
 BE1513_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1513+STABILITY: SURFACE MOTION
 BE1513
 BE1513  HISTORY     - Date     Condition        Report By
 BE1513  HISTORY     - 1976     MONUMENTED       FLDT
 BE1513  HISTORY     - 1977     GOOD             FLDT
 BE1513  HISTORY     - 1980     GOOD             NOS
 BE1513
 BE1513                          STATION DESCRIPTION
 BE1513
 BE1513'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1513'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1513'7-3/4 MILES WEST OF PANAMA CITY AND ABOUT 3-1/2 MILES NORTHWEST
 BE1513'OF ST. ANDREWS STATE PARK, IN THE NORTHWEST QUADRANT OF
 BE1513'INTERSECTION OF STATE ROUTE 392 AND STATE ROUTE C-30B.
 BE1513'
 BE1513'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1513'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION
 BE1513'OF U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98
 BE1513'FOR 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392.  BEAR
 BE1513'LEFT AND GO SOUTHEAST ON STATE ROUTE 392 FOR 4.9 MILES TO THE
 BE1513'INTERSECTION OF STATE ROUTE C-30B AND STATION ON THE LEFT.
 BE1513'
 BE1513'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1513'TRANSPORTATION BRASS DISK, STAMPED 46 76 B25, SET IN THE TOP OF
 BE1513'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 2.5 FEET
 BE1513'EAST OF A METAL WITNESS POST, 21.0 FEET WEST OF CENTER OF STATE
 BE1513'ROUTE C-30B AND 67.0 FEET NORTHEAST OF CENTER OF STATE ROUTE
 BE1513'392 (THOMAS DRIVE).
 BE1513'
 BE1513'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1513'TRANSPORTATION BRASS DISK, STAMPED 46 76 B26 RM NO 1, SET IN
 BE1513'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW
 BE1513'THE GROUND.  IT IS 0.5 FOOT SOUTH OF A METAL WITNESS POST, 34.4
 BE1513'FEET NORTHWEST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE) AND
 BE1513'64.5 FEET WEST OF CENTER OF STATE ROUTE C-30B.
 BE1513'
 BE1513'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1513'TRANSPORTATION BRASS DISK, STAMPED 46 76 B26 RM NO 2, SET IN
 BE1513'THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 5 INCHES BELOW
 BE1513'THE GROUND.  IT IS 1.5 FEET EAST OF A METAL WITNESS POST, 41.0
 BE1513'FEET WEST OF CENTER OF STATE ROUTE C-30B AND 93.0 FEET
 BE1513'NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE).
 BE1513
 BE1513                          STATION RECOVERY (1977)
 BE1513
 BE1513'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1513'7.1 MI SE FROM PANAMA CITY BEACH.
 BE1513'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1513'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1513'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1513'THEN SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 4.9 MILES TO THE
 BE1513'INTERSECTION OF STATE ROUTE C-30B AND STATION MARK.  WHICH IS SET IN
 BE1513'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND, IN THE
 BE1513'NORTHWEST QUADRANT OF INTERSECTION.  IT IS 2.5 FEET EAST OF A METAL
 BE1513'WITNESS POST, 21.0 FEET WEST OF CENTER OF STATE ROUTE C-30B AND 67.0
 BE1513'FEET NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE).  SECTION
 BE1513'6, T 4S, R 15W.
 BE1513
 BE1513                          STATION RECOVERY (1980)
 BE1513
 BE1513'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1513'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS
 BE1513'PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1393 ***********************************************************************
 BE1393  DESIGNATION -  46 76 B26 RM 1
 BE1393  PID         -  BE1393
 BE1393  STATE/COUNTY-  FL/BAY
 BE1393  COUNTRY     -  US
 BE1393  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1393
 BE1393                         *CURRENT SURVEY CONTROL
 BE1393  ______________________________________________________________________
 BE1393* NAD 83(1986) POSITION- 30 10 06.03   (N) 085 47 23.95   (W)   HD_HELD1
 BE1393* NAVD 88 ORTHO HEIGHT -     1.734 (meters)        5.69  (feet) ADJUSTED
 BE1393  ______________________________________________________________________
 BE1393  GEOID HEIGHT    -        -27.670 (meters)                     GEOID18
 BE1393  DYNAMIC HEIGHT  -          1.732 (meters)        5.68  (feet) COMP
 BE1393  MODELED GRAVITY -    979,320.9   (mgal)                       NAVD 88
 BE1393
 BE1393  VERT ORDER      -  SECOND    CLASS II
 BE1393
 BE1393.The horizontal coordinates were determined by differentially corrected
 BE1393.hand held GPS observations or other comparable positioning techniques
 BE1393.and have an estimated accuracy of +/- 3 meters.
 BE1393
 BE1393.The orthometric height was determined by differential leveling and
 BE1393.adjusted by the NATIONAL GEODETIC SURVEY
 BE1393.in June 1991.
 BE1393
 BE1393.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1393.GEOID18 height accuracy estimate available here.
 BE1393
 BE1393.Click photographs - Photos may exist for this station.
 BE1393
 BE1393.The dynamic height is computed by dividing the NAVD 88
 BE1393.geopotential number by the normal gravity value computed on the
 BE1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1393.degrees latitude (g = 980.6199 gals.).
 BE1393
 BE1393.The modeled gravity was interpolated from observed gravity values.
 BE1393
 BE1393;                    North         East    Units  Estimated Accuracy
 BE1393;SPC FL N     -   130,210.5     475,753.7     MT  (+/- 3 meters HH1 GPS) 
 BE1393
 BE1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1650938057(NAD 83)
 BE1393
 BE1393                          SUPERSEDED SURVEY CONTROL
 BE1393
 BE1393.No superseded survey control is available for this station.
 BE1393
 BE1393_MARKER: DD = SURVEY DISK
 BE1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1393_STAMPING: 46 76 B26 RM N0 1
 BE1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1393+STABILITY: SURFACE MOTION
 BE1393
 BE1393  HISTORY     - Date     Condition        Report By
 BE1393  HISTORY     - 1976     MONUMENTED       FLDT
 BE1393  HISTORY     - 1977     GOOD             FLDT
 BE1393
 BE1393                          STATION DESCRIPTION
 BE1393
 BE1393'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1393'7.1 MI SE FROM PANAMA CITY BEACH.
 BE1393'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1393'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1393'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1393'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 4.9 MILES TO THE
 BE1393'INTERSECTION OF STATE ROUTE C-30B AND REFERENCE MARK.  WHICH IS SET IN
 BE1393'THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1393'GROUND, IN THE NORTHWEST QUADRANT OF INTERSECTION.  IT IS 0.5 FOOT
 BE1393'SOUTH OF A METAL WITNESS POST, 34.4 FEET NORTHWEST OF CENTER OF STATE
 BE1393'ROUTE 392 AND 64.5 FEET WEST OF CENTER OF STATE ROUTE C-30B.  SECTION
 BE1393'6, T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1472 ***********************************************************************
 BE1472  DESIGNATION -  46 76 B26 RM 2
 BE1472  PID         -  BE1472
 BE1472  STATE/COUNTY-  FL/BAY
 BE1472  COUNTRY     -  US
 BE1472  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1472
 BE1472                         *CURRENT SURVEY CONTROL
 BE1472  ______________________________________________________________________
 BE1472* NAD 83(1986) POSITION- 30 10 06.58   (N) 085 47 23.68   (W)   HD_HELD1
 BE1472* NAVD 88 ORTHO HEIGHT -     1.614 (meters)        5.30  (feet) ADJUSTED
 BE1472  ______________________________________________________________________
 BE1472  GEOID HEIGHT    -        -27.671 (meters)                     GEOID18
 BE1472  DYNAMIC HEIGHT  -          1.612 (meters)        5.29  (feet) COMP
 BE1472  MODELED GRAVITY -    979,320.9   (mgal)                       NAVD 88
 BE1472
 BE1472  VERT ORDER      -  SECOND    CLASS II
 BE1472
 BE1472.The horizontal coordinates were determined by differentially corrected
 BE1472.hand held GPS observations or other comparable positioning techniques
 BE1472.and have an estimated accuracy of +/- 3 meters.
 BE1472
 BE1472.The orthometric height was determined by differential leveling and
 BE1472.adjusted by the NATIONAL GEODETIC SURVEY
 BE1472.in June 1991.
 BE1472
 BE1472.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1472.GEOID18 height accuracy estimate available here.
 BE1472
 BE1472.Click photographs - Photos may exist for this station.
 BE1472
 BE1472.The dynamic height is computed by dividing the NAVD 88
 BE1472.geopotential number by the normal gravity value computed on the
 BE1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1472.degrees latitude (g = 980.6199 gals.).
 BE1472
 BE1472.The modeled gravity was interpolated from observed gravity values.
 BE1472
 BE1472;                    North         East    Units  Estimated Accuracy
 BE1472;SPC FL N     -   130,227.3     475,761.1     MT  (+/- 3 meters HH1 GPS) 
 BE1472
 BE1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1651638074(NAD 83)
 BE1472
 BE1472                          SUPERSEDED SURVEY CONTROL
 BE1472
 BE1472.No superseded survey control is available for this station.
 BE1472
 BE1472_MARKER: DD = SURVEY DISK
 BE1472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1472_STAMPING: 46 76 B26 RM N0 2
 BE1472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1472+STABILITY: SURFACE MOTION
 BE1472
 BE1472  HISTORY     - Date     Condition        Report By
 BE1472  HISTORY     - 1976     MONUMENTED       FLDT
 BE1472  HISTORY     - 1977     GOOD             FLDT
 BE1472
 BE1472                          STATION DESCRIPTION
 BE1472
 BE1472'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1472'7.1 MI SE FROM PANAMA CITY BEACH.
 BE1472'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1472'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1472'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1472'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 4.9 MILES TO THE
 BE1472'INTERSECTION OF STATE ROUTE C-30B AND REFERENCE MARK.  WHICH IS SET IN
 BE1472'THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 5 INCHES BELOW THE
 BE1472'GROUND, IN THE NORTHWEST QUADRANT OF INTERSECTION.  IT IS 93.0 FEET
 BE1472'NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE), 41.0 FEET WEST
 BE1472'OF CENTER OF STATE ROUTE C-30B AND 1.5 FEET EAST OF A METAL WITNESS
 BE1472'POST.  SECTION 6, T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1514 ***********************************************************************
 BE1514  DESIGNATION -  46 76 B27
 BE1514  PID         -  BE1514
 BE1514  STATE/COUNTY-  FL/BAY
 BE1514  COUNTRY     -  US
 BE1514  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1514
 BE1514                         *CURRENT SURVEY CONTROL
 BE1514  ______________________________________________________________________
 BE1514* NAD 83(1990) POSITION- 30 09 43.79553(N) 085 46 51.45988(W)   ADJUSTED
 BE1514* NAVD 88 ORTHO HEIGHT -     3.874 (meters)       12.71  (feet) ADJUSTED
 BE1514  ______________________________________________________________________
 BE1514  GEOID HEIGHT    -        -27.669 (meters)                     GEOID18
 BE1514  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 BE1514  DYNAMIC HEIGHT  -          3.868 (meters)       12.69  (feet) COMP
 BE1514  MODELED GRAVITY -    979,320.3   (mgal)                       NAVD 88
 BE1514
 BE1514  HORZ ORDER      -  SECOND
 BE1514  VERT ORDER      -  SECOND    CLASS II
 BE1514
 BE1514.The horizontal coordinates were established by classical geodetic methods
 BE1514.and adjusted by the National Geodetic Survey in May 1991.
 BE1514
 BE1514.The orthometric height was determined by differential leveling and
 BE1514.adjusted by the NATIONAL GEODETIC SURVEY
 BE1514.in June 1991.
 BE1514
 BE1514.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1514.GEOID18 height accuracy estimate available here.
 BE1514
 BE1514.Click photographs - Photos may exist for this station.
 BE1514
 BE1514.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1514
 BE1514.The dynamic height is computed by dividing the NAVD 88
 BE1514.geopotential number by the normal gravity value computed on the
 BE1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1514.degrees latitude (g = 980.6199 gals.).
 BE1514
 BE1514.The modeled gravity was interpolated from observed gravity values.
 BE1514
 BE1514. The following values were computed from the NAD 83(1990) position.
 BE1514
 BE1514;                    North         East     Units Scale Factor Converg.
 BE1514;SPC FL N     -   129,516.084   476,615.233   MT  0.99994844   -0 38 37.4
 BE1514;SPC FL N     -   424,920.69  1,563,695.14   sFT  0.99994844   -0 38 37.4
 BE1514;UTM  16      - 3,337,382.320   617,386.271   MT  0.99977000   +0 36 45.3
 BE1514
 BE1514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1514!SPC FL N     -   1.00000374  x   0.99994844  =   0.99995218
 BE1514!UTM  16      -   1.00000374  x   0.99977000  =   0.99977374
 BE1514
 BE1514:                Primary Azimuth Mark                     Grid Az
 BE1514:SPC FL N     -  PANAMA CITY TV STA WJHG MAST             011 45 09.2
 BE1514:UTM  16      -  PANAMA CITY TV STA WJHG MAST             010 29 46.5
 BE1514
 BE1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1738637382(NAD 83)
 BE1514
 BE1514|---------------------------------------------------------------------|
 BE1514| PID    Reference Object                     Distance      Geod. Az  |
 BE1514|                                                           dddmmss.s |
 BE1514| BE3723 PANAMA CITY TV STA WJHG MAST        APPROX. 2.4 KM 0110631.8 |
 BE1514| BE1394 46 76 B27 RM 1                       16.377 METERS 14729     |
 BE1514| BE1473 46 76 B27 RM 2                       13.312 METERS 28149     |
 BE1514|---------------------------------------------------------------------|
 BE1514
 BE1514                          SUPERSEDED SURVEY CONTROL
 BE1514
 BE1514  NAD 83(1986)-  30 09 43.80572(N)    085 46 51.46943(W) AD(       ) 2
 BE1514  NAD 27      -  30 09 43.07035(N)    085 46 51.71238(W) AD(       ) 2
 BE1514  NGVD 29 (07/19/86)    4.00   (m)           13.1    (f) LEVELING    3  
 BE1514
 BE1514.Superseded values are not recommended for survey control.
 BE1514
 BE1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1514.See file dsdata.pdf to determine how the superseded data were derived.
 BE1514
 BE1514_MARKER: DD = SURVEY DISK
 BE1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1514_STAMPING: 46 76 B27
 BE1514_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1514+STABILITY: SURFACE MOTION
 BE1514
 BE1514  HISTORY     - Date     Condition        Report By
 BE1514  HISTORY     - 1976     MONUMENTED       FLDT
 BE1514  HISTORY     - 1977     GOOD             FLDT
 BE1514  HISTORY     - 1980     GOOD             NOS
 BE1514
 BE1514                          STATION DESCRIPTION
 BE1514
 BE1514'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1514'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1514'7-1/4 MILES WEST OF PANAMA CITY AND ABOUT 3 MILES NORTHWEST OF
 BE1514'ST. ANDREWS STATE PARK, ON THE SOUTHWEST SIDE OF STATE ROUTE
 BE1514'392 (THOMAS DRIVE) BETWEEN CHICKASAW STREET AND APPALACHEE
 BE1514'STREET.
 BE1514'
 BE1514'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1514'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1514'U.S. ROUTE 98, TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1514'2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392.  BEAR LEFT AND
 BE1514'GO SOUTHEAST ON STATE ROUTE 392 FOR 5.6 MILES AND STATION ON
 BE1514'THE RIGHT.
 BE1514'
 BE1514'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1514'BRASS DISK, STAMPED 46 76 B27, SET IN THE TOP OF A ROUND CONCRETE
 BE1514'MONUMENT 1 INCH BELOW THE GROUND.  IT IS 3.0 FEET SOUTHWEST OF A
 BE1514'SPEED LIMIT SIGN POST, 25.5 FEET SOUTHWEST OF CENTER OF STATE
 BE1514'ROUTE 392 (THOMAS DRIVE) AND 142.5 FEET NORTHWEST OF CENTER OF
 BE1514'APPALACHEE STREET.
 BE1514'
 BE1514'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1514'TRANSPORTATION BRASS DISK, STAMPED 46 76 B27 RM NO 1, SET IN THE
 BE1514'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 BE1514'IS 44.0 FEET SOUTHWEST OF CENTER OF STATE ROUTE 392 (THOMAS
 BE1514'DRIVE), 48.0 FEET NORTHWEST OF A POWERLINE POLE AND 92.0 FEET
 BE1514'SOUTHWEST OF CENTER OF APPALACHEE STREET.
 BE1514'
 BE1514'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1514'TRANSPORTATION BRASS DISK, STAMPED 46 76 B27 RM NO 2, SET IN THE
 BE1514'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1514'GROUND.  IT IS 44.5 FEET SOUTHWEST OF CENTER OF STATE ROUTE 392
 BE1514'(THOMAS DRIVE), 50.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A
 BE1514'COCRETE BLOCK BUILDING (FRANK SEAS MOTEL) AND 123.0 FEET
 BE1514'SOUTHEAST OF CENTER OF CHICKASAW STREET.
 BE1514
 BE1514                          STATION RECOVERY (1977)
 BE1514
 BE1514'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1514'7.8 MI SE FROM PANAMA CITY BEACH.
 BE1514'FROM THE INTERSECTION OF STATION ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1514'MILE SOUTHEAST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1514'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1514'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 5.6 MILES AND STATION
 BE1514'MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 1 INCH
 BE1514'BELOW THE GROUND, BETWEEN CHICKASAW STREET AND APPALACHEE STREET. IT
 BE1514'IS 142.5 FEET NORTHWEST OF CENTER OF APPALACHEE STREET, 25.5 FEET
 BE1514'SOUTHWEST OF CENTER OF STATE ROUTE 392 AND 3.0 FEET SOUTHWEST OF A
 BE1514'SPEED LIMIT SIGN POST WITH A WITNESS TAG ATTACHED. SECTION 7, T 4S, R
 BE1514'15W.
 BE1514
 BE1514                          STATION RECOVERY (1980)
 BE1514
 BE1514'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1514'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS
 BE1514'PREVIOUSLY DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1394 ***********************************************************************
 BE1394  DESIGNATION -  46 76 B27 RM 1
 BE1394  PID         -  BE1394
 BE1394  STATE/COUNTY-  FL/BAY
 BE1394  COUNTRY     -  US
 BE1394  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1394
 BE1394                         *CURRENT SURVEY CONTROL
 BE1394  ______________________________________________________________________
 BE1394* NAD 83(1986) POSITION- 30 09 43.35   (N) 085 46 51.13   (W)   HD_HELD1
 BE1394* NAVD 88 ORTHO HEIGHT -     3.642 (meters)       11.95  (feet) ADJUSTED
 BE1394  ______________________________________________________________________
 BE1394  GEOID HEIGHT    -        -27.669 (meters)                     GEOID18
 BE1394  DYNAMIC HEIGHT  -          3.637 (meters)       11.93  (feet) COMP
 BE1394  MODELED GRAVITY -    979,320.3   (mgal)                       NAVD 88
 BE1394
 BE1394  VERT ORDER      -  SECOND    CLASS II
 BE1394
 BE1394.The horizontal coordinates were determined by differentially corrected
 BE1394.hand held GPS observations or other comparable positioning techniques
 BE1394.and have an estimated accuracy of +/- 3 meters.
 BE1394
 BE1394.The orthometric height was determined by differential leveling and
 BE1394.adjusted by the NATIONAL GEODETIC SURVEY
 BE1394.in June 1991.
 BE1394
 BE1394.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1394.GEOID18 height accuracy estimate available here.
 BE1394
 BE1394.Click photographs - Photos may exist for this station.
 BE1394
 BE1394.The dynamic height is computed by dividing the NAVD 88
 BE1394.geopotential number by the normal gravity value computed on the
 BE1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1394.degrees latitude (g = 980.6199 gals.).
 BE1394
 BE1394.The modeled gravity was interpolated from observed gravity values.
 BE1394
 BE1394;                    North         East    Units  Estimated Accuracy
 BE1394;SPC FL N     -   129,502.3     476,623.9     MT  (+/- 3 meters HH1 GPS) 
 BE1394
 BE1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1739537368(NAD 83)
 BE1394
 BE1394                          SUPERSEDED SURVEY CONTROL
 BE1394
 BE1394.No superseded survey control is available for this station.
 BE1394
 BE1394_MARKER: DD = SURVEY DISK
 BE1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1394_STAMPING: 46 76 B27 RM NO 1
 BE1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1394+STABILITY: SURFACE MOTION
 BE1394
 BE1394  HISTORY     - Date     Condition        Report By
 BE1394  HISTORY     - 1976     MONUMENTED       FLDT
 BE1394  HISTORY     - 1977     GOOD             FLDT
 BE1394
 BE1394                          STATION DESCRIPTION
 BE1394
 BE1394'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1394'7.8 MI SE FROM PANAMA CITY BEACH.
 BE1394'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1394'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1394'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1394'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 5.6 MILES AND REFERENCE
 BE1394'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT
 BE1394'FLUSH WITH THE GORUND.  IT IS 92.0 FEET NORTHWEST OF CENTER OF
 BE1394'APPALACHEE STREET, 48.0 FEET NORTHWEST OF POWERLINE POLE AND 44.0 FEET
 BE1394'SOUTHWEST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE).  SECTION 7, T
 BE1394'4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1473 ***********************************************************************
 BE1473  DESIGNATION -  46 76 B27 RM 2
 BE1473  PID         -  BE1473
 BE1473  STATE/COUNTY-  FL/BAY
 BE1473  COUNTRY     -  US
 BE1473  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1473
 BE1473                         *CURRENT SURVEY CONTROL
 BE1473  ______________________________________________________________________
 BE1473* NAD 83(1986) POSITION- 30 09 43.88   (N) 085 46 51.95   (W)   HD_HELD1
 BE1473* NAVD 88 ORTHO HEIGHT -     4.019 (meters)       13.19  (feet) ADJUSTED
 BE1473  ______________________________________________________________________
 BE1473  GEOID HEIGHT    -        -27.669 (meters)                     GEOID18
 BE1473  DYNAMIC HEIGHT  -          4.014 (meters)       13.17  (feet) COMP
 BE1473  MODELED GRAVITY -    979,320.3   (mgal)                       NAVD 88
 BE1473
 BE1473  VERT ORDER      -  SECOND    CLASS II
 BE1473
 BE1473.The horizontal coordinates were determined by differentially corrected
 BE1473.hand held GPS observations or other comparable positioning techniques
 BE1473.and have an estimated accuracy of +/- 3 meters.
 BE1473
 BE1473.The orthometric height was determined by differential leveling and
 BE1473.adjusted by the NATIONAL GEODETIC SURVEY
 BE1473.in June 1991.
 BE1473
 BE1473.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1473.GEOID18 height accuracy estimate available here.
 BE1473
 BE1473.Click photographs - Photos may exist for this station.
 BE1473
 BE1473.The dynamic height is computed by dividing the NAVD 88
 BE1473.geopotential number by the normal gravity value computed on the
 BE1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1473.degrees latitude (g = 980.6199 gals.).
 BE1473
 BE1473.The modeled gravity was interpolated from observed gravity values.
 BE1473
 BE1473;                    North         East    Units  Estimated Accuracy
 BE1473;SPC FL N     -   129,518.8     476,602.1     MT  (+/- 3 meters HH1 GPS) 
 BE1473
 BE1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1737337384(NAD 83)
 BE1473
 BE1473                          SUPERSEDED SURVEY CONTROL
 BE1473
 BE1473.No superseded survey control is available for this station.
 BE1473
 BE1473_MARKER: DD = SURVEY DISK
 BE1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1473_STAMPING: 46 76 B27 RM NO 2
 BE1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1473+STABILITY: SURFACE MOTION
 BE1473
 BE1473  HISTORY     - Date     Condition        Report By
 BE1473  HISTORY     - 1976     MONUMENTED       FLDT
 BE1473  HISTORY     - 1977     GOOD             FLDT
 BE1473
 BE1473                          STATION DESCRIPTION
 BE1473
 BE1473'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1473'7.8 MI SE FROM PANAMA CITY BEACH.
 BE1473'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1473'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1473'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1473'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 5.6 MILES AND REFERENCE
 BE1473'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3
 BE1473'INCHES BELOW THE GROUND, BETWEEN CHICKASAW STREET AND APPALACHEE
 BE1473'STREET.  IT IS 123.0 FEET SOUTHEAST OF CENTER OF CHICKASAW STREET,
 BE1473'50.5 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK MOTEL
 BE1473'BUILDING AND 44.5 FEET SOUTHWEST OF CENTER OF STATE ROUTE 392 (THOMAS
 BE1473'DRIVE).  SECTION 7, T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1515 ***********************************************************************
 BE1515  DESIGNATION -  46 76 B28
 BE1515  PID         -  BE1515
 BE1515  STATE/COUNTY-  FL/BAY
 BE1515  COUNTRY     -  US
 BE1515  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1515
 BE1515                         *CURRENT SURVEY CONTROL
 BE1515  ______________________________________________________________________
 BE1515* NAD 83(1990) POSITION- 30 09 21.76006(N) 085 46 17.18636(W)   ADJUSTED
 BE1515* NAVD 88 ORTHO HEIGHT -     3.184 (meters)       10.45  (feet) ADJUSTED
 BE1515  ______________________________________________________________________
 BE1515  GEOID HEIGHT    -        -27.668 (meters)                     GEOID18
 BE1515  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 BE1515  DYNAMIC HEIGHT  -          3.180 (meters)       10.43  (feet) COMP
 BE1515  MODELED GRAVITY -    979,319.8   (mgal)                       NAVD 88
 BE1515
 BE1515  HORZ ORDER      -  SECOND
 BE1515  VERT ORDER      -  SECOND    CLASS II
 BE1515
 BE1515.The horizontal coordinates were established by classical geodetic methods
 BE1515.and adjusted by the National Geodetic Survey in May 1991.
 BE1515
 BE1515.The orthometric height was determined by differential leveling and
 BE1515.adjusted by the NATIONAL GEODETIC SURVEY
 BE1515.in June 1991.
 BE1515
 BE1515.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1515.GEOID18 height accuracy estimate available here.
 BE1515
 BE1515.Click photographs - Photos may exist for this station.
 BE1515
 BE1515.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1515
 BE1515.The dynamic height is computed by dividing the NAVD 88
 BE1515.geopotential number by the normal gravity value computed on the
 BE1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1515.degrees latitude (g = 980.6199 gals.).
 BE1515
 BE1515.The modeled gravity was interpolated from observed gravity values.
 BE1515
 BE1515. The following values were computed from the NAD 83(1990) position.
 BE1515
 BE1515;                    North         East     Units Scale Factor Converg.
 BE1515;SPC FL N     -   128,827.356   477,524.655   MT  0.99994845   -0 38 20.2
 BE1515;SPC FL N     -   422,661.08  1,566,678.81   sFT  0.99994845   -0 38 20.2
 BE1515;UTM  16      - 3,336,713.814   618,310.410   MT  0.99977269   +0 37 02.1
 BE1515
 BE1515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1515!SPC FL N     -   1.00000385  x   0.99994845  =   0.99995229
 BE1515!UTM  16      -   1.00000385  x   0.99977269  =   0.99977653
 BE1515
 BE1515:                Primary Azimuth Mark                     Grid Az
 BE1515:SPC FL N     -  46 76 B27                                307 08 15.2
 BE1515:UTM  16      -  46 76 B27                                305 52 52.9
 BE1515
 BE1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1831036713(NAD 83)
 BE1515
 BE1515|---------------------------------------------------------------------|
 BE1515| PID    Reference Object                     Distance      Geod. Az  |
 BE1515|                                                           dddmmss.s |
 BE1515| BE1395 46 76 B28 RM 1                       15.544 METERS 10417     |
 BE1515| BE1514 46 76 B27                           APPROX. 1.1 KM 3062955.0 |
 BE1515| BE1474 46 76 B28 RM 2                       15.650 METERS 33314     |
 BE1515|---------------------------------------------------------------------|
 BE1515
 BE1515                          SUPERSEDED SURVEY CONTROL
 BE1515
 BE1515  NAD 83(1986)-  30 09 21.77049(N)    085 46 17.19570(W) AD(       ) 2
 BE1515  NAD 27      -  30 09 21.03611(N)    085 46 17.44035(W) AD(       ) 2
 BE1515  NGVD 29 (07/19/86)    3.32   (m)           10.9    (f) LEVELING    3  
 BE1515
 BE1515.Superseded values are not recommended for survey control.
 BE1515
 BE1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1515.See file dsdata.pdf to determine how the superseded data were derived.
 BE1515
 BE1515_MARKER: DD = SURVEY DISK
 BE1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1515_STAMPING: 46 76 B28
 BE1515_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1515+STABILITY: SURFACE MOTION
 BE1515
 BE1515  HISTORY     - Date     Condition        Report By
 BE1515  HISTORY     - 1976     MONUMENTED       FLDT
 BE1515  HISTORY     - 1977     GOOD             FLDT
 BE1515  HISTORY     - 1980     GOOD             NOS
 BE1515
 BE1515                          STATION DESCRIPTION
 BE1515
 BE1515'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1515'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1515'6-1/2 MILES WEST-SOUTHWEST OF PANAMA CITY AND ABOUT 2-1/4
 BE1515'MILES NORTHWEST OF ST. ANDREWS STATE PARK, ON THE NORTHEAST
 BE1515'SIDE OF STATE ROUTE 392 (THOMAS DRIVE).
 BE1515'
 BE1515'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1515'SOUTHEAST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1515'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1515'2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392.  BEAR LEFT AND
 BE1515'GO SOUTHEAST ON STATE ROUTE 392 FOR 4.1 MILES TO THE INTERSECTION
 BE1515'OF U.S. ROUTE 98, CONTINUE SOUTHEAST ON STATE ROUTE 392 FOR 2.3
 BE1515'MILES AND STATION ON THE LEFT.
 BE1515'
 BE1515'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1515'BRASS DISK, STAMPED 46 76 B28, SET IN THE TOP OF A ROUND
 BE1515'CONCRETE MONUMENT 5 INCHES BELOW THE GROUND.  IT IS 4.5 FEET
 BE1515'NORTHEAST OF A HIGHWAY SPEED LIMIT SIGN POST WITH A WITNESS
 BE1515'TAG ATTACHED, 25.0 FEET SOUTHWEST OF A PALM TREE, 28.4 FEET
 BE1515'NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE) AND 324.0
 BE1515'FEET NORTHWEST OF CENTER OF HOLIDAY DRIVE.
 BE1515'
 BE1515'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1515'TRANSPORTATION BRASS DISK, STAMPED 46 76 B28 RM NO 1, SET IN
 BE1515'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH BELOW
 BE1515'THE GROUND.  IT IS 49.2 FEET NORTHEAST OF CENTER OF STATE ROUTE
 BE1515'392 (THOMAS DRIVE), 46.7 FEET SOUTHEAST OF A PALM TREE AND 279.0
 BE1515'FEET NORTHWEST OF CENTER OF HOLIDAY DRIVE.
 BE1515'
 BE1515'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1515'TRANSPORTATION BRASS DISK, STAMPED 46 76 B28 RM NO 2, SET IN
 BE1515'THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW THE
 BE1515'GROUND.  IT IS 46.0 FEET NORTHWEST OF A PALM TREE, 50.0 FEET
 BE1515'NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE) AND 54.0
 BE1515'FEET SOUTHEAST OF ANOTHER PALM TREE.
 BE1515
 BE1515                          STATION RECOVERY (1977)
 BE1515
 BE1515'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1515'8.6 MI SE FROM PANAMA CITY BEACH.
 BE1515'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1515'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1515'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1515'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 6.4 MILES AND STATION
 BE1515'MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 5 INCHES
 BE1515'BELOW THE GROUND.  IT IS 324.0 FEET NORTHWEST OF CENTER OF HOLIDAY
 BE1515'DRIVE, 28.4 FEET NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS
 BE1515'DRIVE), 25.0 FEET SOUTHWEST OF A PALM TREE AND 4.5 FEET NORTHEAST OF A
 BE1515'SPEED LIMIT SIGN POST WITH A WITNESS TAG ATTACHED.  SECTION 8, T 4S, R
 BE1515'15W.
 BE1515
 BE1515                          STATION RECOVERY (1980)
 BE1515
 BE1515'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1515'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 BE1515'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1395 ***********************************************************************
 BE1395  DESIGNATION -  46 76 B28 RM 1
 BE1395  PID         -  BE1395
 BE1395  STATE/COUNTY-  FL/BAY
 BE1395  COUNTRY     -  US
 BE1395  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1395
 BE1395                         *CURRENT SURVEY CONTROL
 BE1395  ______________________________________________________________________
 BE1395* NAD 83(1986) POSITION- 30 09 21.64   (N) 085 46 16.62   (W)   HD_HELD1
 BE1395* NAVD 88 ORTHO HEIGHT -     3.424 (meters)       11.23  (feet) ADJUSTED
 BE1395  ______________________________________________________________________
 BE1395  GEOID HEIGHT    -        -27.668 (meters)                     GEOID18
 BE1395  DYNAMIC HEIGHT  -          3.419 (meters)       11.22  (feet) COMP
 BE1395  MODELED GRAVITY -    979,319.8   (mgal)                       NAVD 88
 BE1395
 BE1395  VERT ORDER      -  SECOND    CLASS II
 BE1395
 BE1395.The horizontal coordinates were determined by differentially corrected
 BE1395.hand held GPS observations or other comparable positioning techniques
 BE1395.and have an estimated accuracy of +/- 3 meters.
 BE1395
 BE1395.The orthometric height was determined by differential leveling and
 BE1395.adjusted by the NATIONAL GEODETIC SURVEY
 BE1395.in June 1991.
 BE1395
 BE1395.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1395.GEOID18 height accuracy estimate available here.
 BE1395
 BE1395.Click photographs - Photos may exist for this station.
 BE1395
 BE1395.The dynamic height is computed by dividing the NAVD 88
 BE1395.geopotential number by the normal gravity value computed on the
 BE1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1395.degrees latitude (g = 980.6199 gals.).
 BE1395
 BE1395.The modeled gravity was interpolated from observed gravity values.
 BE1395
 BE1395;                    North         East    Units  Estimated Accuracy
 BE1395;SPC FL N     -   128,823.5     477,539.8     MT  (+/- 3 meters HH1 GPS) 
 BE1395
 BE1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1832536710(NAD 83)
 BE1395
 BE1395                          SUPERSEDED SURVEY CONTROL
 BE1395
 BE1395.No superseded survey control is available for this station.
 BE1395
 BE1395_MARKER: DD = SURVEY DISK
 BE1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1395_STAMPING: 46 76 B28 RM NO 1
 BE1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1395+STABILITY: SURFACE MOTION
 BE1395
 BE1395  HISTORY     - Date     Condition        Report By
 BE1395  HISTORY     - 1976     MONUMENTED       FLDT
 BE1395  HISTORY     - 1977     GOOD             FLDT
 BE1395
 BE1395                          STATION DESCRIPTION
 BE1395
 BE1395'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1395'8.6 MI SW FROM PANAMA CITY BEACH.
 BE1395'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1395'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1395'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1395'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 6.4 MILES AND REFERENCE
 BE1395'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 1
 BE1395'INCH BELOW THE GROUND.  IT IS 279.0 FEET NORTHWEST OF CENTER OF
 BE1395'HOLIDAY DRIVE, 49.2 FEET NORTHEAST OF CENTER OF STATE ROUTE 392
 BE1395'(THOMAS DRIVE) AND 46.7 FEET SOUTHEAST OF A PALM TREE.  SECTION 8, T
 BE1395'4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1474 ***********************************************************************
 BE1474  DESIGNATION -  46 76 B28 RM 2
 BE1474  PID         -  BE1474
 BE1474  STATE/COUNTY-  FL/BAY
 BE1474  COUNTRY     -  US
 BE1474  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1474
 BE1474                         *CURRENT SURVEY CONTROL
 BE1474  ______________________________________________________________________
 BE1474* NAD 83(1986) POSITION- 30 09 22.21   (N) 085 46 17.45   (W)   HD_HELD1
 BE1474* NAVD 88 ORTHO HEIGHT -     3.484 (meters)       11.43  (feet) ADJUSTED
 BE1474  ______________________________________________________________________
 BE1474  GEOID HEIGHT    -        -27.668 (meters)                     GEOID18
 BE1474  DYNAMIC HEIGHT  -          3.479 (meters)       11.41  (feet) COMP
 BE1474  MODELED GRAVITY -    979,319.8   (mgal)                       NAVD 88
 BE1474
 BE1474  VERT ORDER      -  SECOND    CLASS II
 BE1474
 BE1474.The horizontal coordinates were determined by differentially corrected
 BE1474.hand held GPS observations or other comparable positioning techniques
 BE1474.and have an estimated accuracy of +/- 3 meters.
 BE1474
 BE1474.The orthometric height was determined by differential leveling and
 BE1474.adjusted by the NATIONAL GEODETIC SURVEY
 BE1474.in June 1991.
 BE1474
 BE1474.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1474.GEOID18 height accuracy estimate available here.
 BE1474
 BE1474.Click photographs - Photos may exist for this station.
 BE1474
 BE1474.The dynamic height is computed by dividing the NAVD 88
 BE1474.geopotential number by the normal gravity value computed on the
 BE1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1474.degrees latitude (g = 980.6199 gals.).
 BE1474
 BE1474.The modeled gravity was interpolated from observed gravity values.
 BE1474
 BE1474;                    North         East    Units  Estimated Accuracy
 BE1474;SPC FL N     -   128,841.3     477,517.8     MT  (+/- 3 meters HH1 GPS) 
 BE1474
 BE1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1830336727(NAD 83)
 BE1474
 BE1474                          SUPERSEDED SURVEY CONTROL
 BE1474
 BE1474.No superseded survey control is available for this station.
 BE1474
 BE1474_MARKER: DD = SURVEY DISK
 BE1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1474_STAMPING: 46 76 B28 RM NO 2
 BE1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1474+STABILITY: SURFACE MOTION
 BE1474
 BE1474  HISTORY     - Date     Condition        Report By
 BE1474  HISTORY     - 1976     MONUMENTED       FLDT
 BE1474  HISTORY     - 1977     GOOD             FLDT
 BE1474
 BE1474                          STATION DESCRIPTION
 BE1474
 BE1474'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1474'8.6 MI SE FROM PANAMA CITY BEACH.
 BE1474'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1474'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1474'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1474'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 6.4 MILES AND REFERENCE
 BE1474'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 1
 BE1474'INCH BELOW THE GROUND.  IT IS 54.0 FEET SOUTHEAST OF A PALM TREE, 50.0
 BE1474'FEET NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE) AND 46.0
 BE1474'FEET NORTHWEST OF ANOTHER PALM TREE.  SECTION 8, T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1516 ***********************************************************************
 BE1516  DESIGNATION -  46 76 B29
 BE1516  PID         -  BE1516
 BE1516  STATE/COUNTY-  FL/BAY
 BE1516  COUNTRY     -  US
 BE1516  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1516
 BE1516                         *CURRENT SURVEY CONTROL
 BE1516  ______________________________________________________________________
 BE1516* NAD 83(1990) POSITION- 30 08 57.79211(N) 085 45 46.21202(W)   ADJUSTED
 BE1516* NAVD 88 ORTHO HEIGHT -     3.699 (meters)       12.14  (feet) ADJUSTED
 BE1516  ______________________________________________________________________
 BE1516  GEOID HEIGHT    -        -27.666 (meters)                     GEOID18
 BE1516  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 BE1516  DYNAMIC HEIGHT  -          3.694 (meters)       12.12  (feet) COMP
 BE1516  MODELED GRAVITY -    979,319.3   (mgal)                       NAVD 88
 BE1516
 BE1516  HORZ ORDER      -  SECOND
 BE1516  VERT ORDER      -  SECOND    CLASS II
 BE1516
 BE1516.The horizontal coordinates were established by classical geodetic methods
 BE1516.and adjusted by the National Geodetic Survey in May 1991.
 BE1516
 BE1516.The orthometric height was determined by differential leveling and
 BE1516.adjusted by the NATIONAL GEODETIC SURVEY
 BE1516.in June 1991.
 BE1516
 BE1516.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1516.GEOID18 height accuracy estimate available here.
 BE1516
 BE1516.Click photographs - Photos may exist for this station.
 BE1516
 BE1516.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1516
 BE1516.The dynamic height is computed by dividing the NAVD 88
 BE1516.geopotential number by the normal gravity value computed on the
 BE1516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1516.degrees latitude (g = 980.6199 gals.).
 BE1516
 BE1516.The modeled gravity was interpolated from observed gravity values.
 BE1516
 BE1516. The following values were computed from the NAD 83(1990) position.
 BE1516
 BE1516;                    North         East     Units Scale Factor Converg.
 BE1516;SPC FL N     -   128,080.182   478,345.252   MT  0.99994848   -0 38 04.6
 BE1516;SPC FL N     -   420,209.73  1,569,371.05   sFT  0.99994848   -0 38 04.6
 BE1516;UTM  16      - 3,335,984.935   619,147.043   MT  0.99977514   +0 37 17.2
 BE1516
 BE1516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1516!SPC FL N     -   1.00000376  x   0.99994848  =   0.99995224
 BE1516!UTM  16      -   1.00000376  x   0.99977514  =   0.99977890
 BE1516
 BE1516:                Primary Azimuth Mark                     Grid Az
 BE1516:SPC FL N     -  46 76 B28                                312 19 07.2
 BE1516:UTM  16      -  46 76 B28                                311 03 45.4
 BE1516
 BE1516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1914735984(NAD 83)
 BE1516
 BE1516|---------------------------------------------------------------------|
 BE1516| PID    Reference Object                     Distance      Geod. Az  |
 BE1516|                                                           dddmmss.s |
 BE1516| BE1396 46 76 B29 RM 1                       17.667 METERS 12209     |
 BE1516| BE1515 46 76 B28                           APPROX. 1.1 KM 3114102.6 |
 BE1516| BE1475 46 76 B29 RM 2                       18.319 METERS 33841     |
 BE1516|---------------------------------------------------------------------|
 BE1516
 BE1516                          SUPERSEDED SURVEY CONTROL
 BE1516
 BE1516  NAD 83(1986)-  30 08 57.80277(N)    085 45 46.22115(W) AD(       ) 2
 BE1516  NAD 27      -  30 08 57.06936(N)    085 45 46.46712(W) AD(       ) 2
 BE1516  NGVD 29 (07/19/86)    3.83   (m)           12.6    (f) LEVELING    3  
 BE1516
 BE1516.Superseded values are not recommended for survey control.
 BE1516
 BE1516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1516.See file dsdata.pdf to determine how the superseded data were derived.
 BE1516
 BE1516_MARKER: DD = SURVEY DISK
 BE1516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1516_STAMPING: 46 76 B29
 BE1516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1516+STABILITY: SURFACE MOTION
 BE1516
 BE1516  HISTORY     - Date     Condition        Report By
 BE1516  HISTORY     - 1976     MONUMENTED       FLDT
 BE1516  HISTORY     - 1977     GOOD             FLDT
 BE1516
 BE1516                          STATION DESCRIPTION
 BE1516
 BE1516'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1516'STATION IS LOCATED ABOUT 12 MILES SOUTHWEST OF SOUTHPORT, ABOUT
 BE1516'6-1/2 MILES WEST-SOUTHWEST OF PANAMA CITY AND ABOUT 1-1/2 MILES
 BE1516'NORTHWEST OF ST. ANDREWS STATE PARK, ON THE NORTHEAST SIDE OF
 BE1516'STATE ROUTE 392 (THOMAS DRIVE), BETWEEN CRESCENT DRIVE AND
 BE1516'ORIOLE DRIVE.
 BE1516'
 BE1516'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1516'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION
 BE1516'OF U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98
 BE1516'FOR 6.3 MILES TO THE INTERSECTION OF STATE ROUTE 392.  TURN RIGHT
 BE1516'AND GO SOUTHEAST ON STATE ROUTE 392 FOR 3.0 MILES AND STATION
 BE1516'ON THE LEFT.
 BE1516'
 BE1516'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1516'BRASS DISK, STAMPED 46 76 B29, SET IN THE TOP OF A ROUND
 BE1516'CONCRETE MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 15.3 FEET
 BE1516'SOUTH-SOUTHWEST OF A POWERLINE POLE WITH A WITNESS TAG ATTACHED,
 BE1516'28.0 FEET NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE),
 BE1516'55.0 FEET WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A CHAIN
 BE1516'LINK FENCE AROUND SWIMMING POOL AND 88.0 FEET NORTHWEST OF
 BE1516'CENTER OF DRIVE TO FRED JOHNSON MOTEL.
 BE1516'
 BE1516'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1516'TRANSPORTATION BRASS DISK, STAMPED 46 76 B29 RM NO1, SET IN
 BE1516'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 4 INCHES BELOW
 BE1516'THE GROUND.  IT IS 31.0 FEET NORTHWEST OF CENTER OF DRIVE TO
 BE1516'MOTEL, 38.5 FEET NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS
 BE1516'DRIVE) AND 55.3 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 BE1516'OF THE OFFICE OF FRED JOHNSON MOTEL.
 BE1516'
 BE1516'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1516'TRANSPORTATION BRASS DISK, STAMPED 46 76 B29 RM NO2, SET IN
 BE1516'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 3 INCHES BELOW
 BE1516'THE GROUND.  IT IS 53.5 FEET NORTHEAST OF CENTER OF STATE ROUTE
 BE1516'392 (THOMAS DRIVE), 52.5 FEET NORTHWEST OF A POWERLINE POLE
 BE1516'WITH WITNESS TAG ATTACHED AND 172.0 FEET SOUTHEAST OF CENTER OF
 BE1516'CRESCENT DRIVE.
 BE1516
 BE1516                          STATION RECOVERY (1977)
 BE1516
 BE1516'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1516'9.3 MI SE FROM PANAMA CITY BEACH.
 BE1516'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1516'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1516'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1516'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 7.1 MILES AND STATION
 BE1516'MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2 INCHES
 BE1516'BELOW THE GROUND, BETWEEN CRESCENT DRIVE AND ORIOLE DRIVE.  IT IS 88.0
 BE1516'FEET NORTHWEST OF CENTER OF DRIVE TO MOTEL, 55.0 FEET WEST-SOUTHWEST
 BE1516'OF THE SOUTHWEST CORNER OF CHAIN LINK FENCE AROUND FRED JOHNSON MOTELS
 BE1516'SWIMMING POOL, 28.0 FEET NORTHEAST OF CENTER OF STATE ROUTE 392
 BE1516'(THOMAS DRIVE) AND 15.3 FEET SOUTH-SOUTHWEST OF A POWERLINE POLE WITH
 BE1516'A METAL WITNESS TAG ATTACHED.  SECTION 8, T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1396 ***********************************************************************
 BE1396  DESIGNATION -  46 76 B29 RM 1
 BE1396  PID         -  BE1396
 BE1396  STATE/COUNTY-  FL/BAY
 BE1396  COUNTRY     -  US
 BE1396  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1396
 BE1396                         *CURRENT SURVEY CONTROL
 BE1396  ______________________________________________________________________
 BE1396* NAD 83(1986) POSITION- 30 08 57.49   (N) 085 45 45.65   (W)   HD_HELD1
 BE1396* NAVD 88 ORTHO HEIGHT -     3.806 (meters)       12.49  (feet) ADJUSTED
 BE1396  ______________________________________________________________________
 BE1396  GEOID HEIGHT    -        -27.666 (meters)                     GEOID18
 BE1396  DYNAMIC HEIGHT  -          3.801 (meters)       12.47  (feet) COMP
 BE1396  MODELED GRAVITY -    979,319.3   (mgal)                       NAVD 88
 BE1396
 BE1396  VERT ORDER      -  SECOND    CLASS II
 BE1396
 BE1396.The horizontal coordinates were determined by differentially corrected
 BE1396.hand held GPS observations or other comparable positioning techniques
 BE1396.and have an estimated accuracy of +/- 3 meters.
 BE1396
 BE1396.The orthometric height was determined by differential leveling and
 BE1396.adjusted by the NATIONAL GEODETIC SURVEY
 BE1396.in June 1991.
 BE1396
 BE1396.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1396.GEOID18 height accuracy estimate available here.
 BE1396
 BE1396.Click photographs - Photos may exist for this station.
 BE1396
 BE1396.The dynamic height is computed by dividing the NAVD 88
 BE1396.geopotential number by the normal gravity value computed on the
 BE1396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1396.degrees latitude (g = 980.6199 gals.).
 BE1396
 BE1396.The modeled gravity was interpolated from observed gravity values.
 BE1396
 BE1396;                    North         East    Units  Estimated Accuracy
 BE1396;SPC FL N     -   128,070.7     478,360.2     MT  (+/- 3 meters HH1 GPS) 
 BE1396
 BE1396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1916235975(NAD 83)
 BE1396
 BE1396                          SUPERSEDED SURVEY CONTROL
 BE1396
 BE1396.No superseded survey control is available for this station.
 BE1396
 BE1396_MARKER: DD = SURVEY DISK
 BE1396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1396_STAMPING: 46 76 B29 RM NO 1
 BE1396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1396+STABILITY: SURFACE MOTION
 BE1396
 BE1396  HISTORY     - Date     Condition        Report By
 BE1396  HISTORY     - 1976     MONUMENTED       FLDT
 BE1396  HISTORY     - 1977     GOOD             FLDT
 BE1396
 BE1396                          STATION DESCRIPTION
 BE1396
 BE1396'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1396'9.3 MI SE FROM PANAMA CITY BEACH.
 BE1396'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1396'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1396'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1396'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 7.1 MILES AND REFERENCE
 BE1396'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 4
 BE1396'INCHES BELOW THE GROUND, BETWEEN CRESCENT DRIVE AND ORIOLE DRIVE. IT
 BE1396'IS 55.3 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE OF
 BE1396'FRED JOHNSON MOTEL, 38.5 FEET NORTHEAST OF CENTER OF STATE ROUTE 392
 BE1396'(THOMAS DRIVE) AND 31.0 FEET NORTHWEST OF CENTER OF DRIVE TO MOTEL.
 BE1396'SECTION 8, T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1475 ***********************************************************************
 BE1475  DESIGNATION -  46 76 B29 RM 2
 BE1475  PID         -  BE1475
 BE1475  STATE/COUNTY-  FL/BAY
 BE1475  COUNTRY     -  US
 BE1475  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1475
 BE1475                         *CURRENT SURVEY CONTROL
 BE1475  ______________________________________________________________________
 BE1475* NAD 83(1986) POSITION- 30 08 58.35   (N) 085 45 46.46   (W)   HD_HELD1
 BE1475* NAVD 88 ORTHO HEIGHT -     3.596 (meters)       11.80  (feet) ADJUSTED
 BE1475  ______________________________________________________________________
 BE1475  GEOID HEIGHT    -        -27.666 (meters)                     GEOID18
 BE1475  DYNAMIC HEIGHT  -          3.591 (meters)       11.78  (feet) COMP
 BE1475  MODELED GRAVITY -    979,319.3   (mgal)                       NAVD 88
 BE1475
 BE1475  VERT ORDER      -  SECOND    CLASS II
 BE1475
 BE1475.The horizontal coordinates were determined by differentially corrected
 BE1475.hand held GPS observations or other comparable positioning techniques
 BE1475.and have an estimated accuracy of +/- 3 meters.
 BE1475
 BE1475.The orthometric height was determined by differential leveling and
 BE1475.adjusted by the NATIONAL GEODETIC SURVEY
 BE1475.in June 1991.
 BE1475
 BE1475.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1475.GEOID18 height accuracy estimate available here.
 BE1475
 BE1475.Click photographs - Photos may exist for this station.
 BE1475
 BE1475.The dynamic height is computed by dividing the NAVD 88
 BE1475.geopotential number by the normal gravity value computed on the
 BE1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1475.degrees latitude (g = 980.6199 gals.).
 BE1475
 BE1475.The modeled gravity was interpolated from observed gravity values.
 BE1475
 BE1475;                    North         East    Units  Estimated Accuracy
 BE1475;SPC FL N     -   128,097.4     478,338.8     MT  (+/- 3 meters HH1 GPS) 
 BE1475
 BE1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1914036002(NAD 83)
 BE1475
 BE1475                          SUPERSEDED SURVEY CONTROL
 BE1475
 BE1475.No superseded survey control is available for this station.
 BE1475
 BE1475_MARKER: DD = SURVEY DISK
 BE1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1475_STAMPING: 46 76 B29 RM NO 2
 BE1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1475+STABILITY: SURFACE MOTION
 BE1475
 BE1475  HISTORY     - Date     Condition        Report By
 BE1475  HISTORY     - 1976     MONUMENTED       FLDT
 BE1475  HISTORY     - 1977     GOOD             FLDT
 BE1475
 BE1475                          STATION DESCRIPTION
 BE1475
 BE1475'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1475'9.3 MI SE FROM PANAMA CITY BEACH.
 BE1475'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1475'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1475'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1475'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 7.1 MILES AND REFERENCE
 BE1475'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3
 BE1475'INCHES BELOW THE GROUND, BETWEEN CRESCENT DRIVE AND ORIOLE DRIVE. IT
 BE1475'IS 172.0 FEET SOUTHEAST OF CENTER OF CRESCENT DRIVE, 53.5 FEET
 BE1475'NORTHWEST OF A POWERLINE POLE WITH A WITNESS TAG ATTACHED AND 53.5
 BE1475'FEET NORTHEAST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE). SECTION 8,
 BE1475'T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1517 ***********************************************************************
 BE1517  DESIGNATION -  46 76 B30
 BE1517  PID         -  BE1517
 BE1517  STATE/COUNTY-  FL/BAY
 BE1517  COUNTRY     -  US
 BE1517  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1517
 BE1517                         *CURRENT SURVEY CONTROL
 BE1517  ______________________________________________________________________
 BE1517* NAD 83(1990) POSITION- 30 08 39.84463(N) 085 45 24.81223(W)   ADJUSTED
 BE1517* NAVD 88 ORTHO HEIGHT -     4.117 (meters)       13.51  (feet) ADJUSTED
 BE1517  ______________________________________________________________________
 BE1517  GEOID HEIGHT    -        -27.663 (meters)                     GEOID18
 BE1517  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 BE1517  DYNAMIC HEIGHT  -          4.111 (meters)       13.49  (feet) COMP
 BE1517  MODELED GRAVITY -    979,318.9   (mgal)                       NAVD 88
 BE1517
 BE1517  HORZ ORDER      -  SECOND
 BE1517  VERT ORDER      -  SECOND    CLASS II
 BE1517
 BE1517.The horizontal coordinates were established by classical geodetic methods
 BE1517.and adjusted by the National Geodetic Survey in May 1991.
 BE1517
 BE1517.The orthometric height was determined by differential leveling and
 BE1517.adjusted by the NATIONAL GEODETIC SURVEY
 BE1517.in June 1991.
 BE1517
 BE1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1517.GEOID18 height accuracy estimate available here.
 BE1517
 BE1517.Click photographs - Photos may exist for this station.
 BE1517
 BE1517.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1517
 BE1517.The dynamic height is computed by dividing the NAVD 88
 BE1517.geopotential number by the normal gravity value computed on the
 BE1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1517.degrees latitude (g = 980.6199 gals.).
 BE1517
 BE1517.The modeled gravity was interpolated from observed gravity values.
 BE1517
 BE1517. The following values were computed from the NAD 83(1990) position.
 BE1517
 BE1517;                    North         East     Units Scale Factor Converg.
 BE1517;SPC FL N     -   127,521.259   478,911.786   MT  0.99994851   -0 37 53.8
 BE1517;SPC FL N     -   418,376.00  1,571,229.75   sFT  0.99994851   -0 37 53.8
 BE1517;UTM  16      - 3,335,438.659   619,725.593   MT  0.99977684   +0 37 27.6
 BE1517
 BE1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1517!SPC FL N     -   1.00000370  x   0.99994851  =   0.99995221
 BE1517!UTM  16      -   1.00000370  x   0.99977684  =   0.99978054
 BE1517
 BE1517:                Primary Azimuth Mark                     Grid Az
 BE1517:SPC FL N     -  46 76 B29                                314 36 45.1
 BE1517:UTM  16      -  46 76 B29                                313 21 23.7
 BE1517
 BE1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1972535438(NAD 83)
 BE1517
 BE1517|---------------------------------------------------------------------|
 BE1517| PID    Reference Object                     Distance      Geod. Az  |
 BE1517|                                                           dddmmss.s |
 BE1517| BE1397 46 76 B30 RM 1                       11.881 METERS 16306     |
 BE1517| BE1476 46 76 B30 RM 2                       14.192 METERS 29218     |
 BE1517| BE1516 46 76 B29                           APPROX. 0.8 KM 3135851.3 |
 BE1517|---------------------------------------------------------------------|
 BE1517
 BE1517                          SUPERSEDED SURVEY CONTROL
 BE1517
 BE1517  NAD 83(1986)-  30 08 39.85545(N)    085 45 24.82121(W) AD(       ) 2
 BE1517  NAD 27      -  30 08 39.12264(N)    085 45 25.06800(W) AD(       ) 2
 BE1517  NGVD 29 (07/19/86)    4.25   (m)           13.9    (f) LEVELING    3  
 BE1517
 BE1517.Superseded values are not recommended for survey control.
 BE1517
 BE1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1517.See file dsdata.pdf to determine how the superseded data were derived.
 BE1517
 BE1517_MARKER: DD = SURVEY DISK
 BE1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1517_STAMPING: 46 76 B30
 BE1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1517+STABILITY: SURFACE MOTION
 BE1517
 BE1517  HISTORY     - Date     Condition        Report By
 BE1517  HISTORY     - 1976     MONUMENTED       FLDT
 BE1517  HISTORY     - 1977     GOOD             FLDT
 BE1517
 BE1517                          STATION DESCRIPTION
 BE1517
 BE1517'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1517'STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHWEST OF PANAMA CITY,
 BE1517'AND ABOUT 1.0 MILE NORTHWEST OF ST. ANDREWS STATE PARK, ON THE
 BE1517'SOUTHWEST SIDE OF STATE ROUTE 392, JUST SOUTHEAST OF BILTMORE
 BE1517'DRIVE.
 BE1517'
 BE1517'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1517'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION
 BE1517'OF U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE
 BE1517'98 FOR 6.3 MILES TO THE INTERSECTION OF STATE ROUTE 392.  TURN
 BE1517'RIGHT AND GO SOUTHEAST ON STATE ROUTE 392 FOR 3.5 MILES AND
 BE1517'STATION ON THE RIGHT.
 BE1517'
 BE1517'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1517'BRASS DISK, STAMPED 46 76 B30, SET IN THE TOP OF A ROUND CONCRETE
 BE1517'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 16.0 FEET NORTHEAST OF
 BE1517'A TELEPHONE POLE WITH A WITNESS TAG ATTACHED, 26.8 FEET SOUTHWEST
 BE1517'OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE) AND 69.0 FEET
 BE1517'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF MONTEREY MOTEL
 BE1517'BUILDING.
 BE1517'
 BE1517'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1517'TRANSPORTATION BRASS DISK, STAMPED 46 76 B30 RM NO1, SET IN THE TOP
 BE1517'OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 BE1517'IS 30.0 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF MONTEREY MOTEL
 BE1517'BUILDING, 32.0 FEET SOUTHEAST OF A TELEPHONE POLE WITH A WITNESS
 BE1517'TAG ATTACHED AND 46.5 FEET SOUTHWEST OF CENTER OF STATE ROUTE
 BE1517'392 (THOMAS DRIVE).
 BE1517'
 BE1517'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1517'TRANSPORTATION BRASS DISK, STAMPED 46 76 B30 RM NO2, SET IN THE
 BE1517'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW THE
 BE1517'GROUND.  IT IS 17.5 FEET SOUTHEAST OF CENTER OF CONCRETE DRIVE,
 BE1517'43.0 FEET SOUTHWEST OF CENTER OF STATE ROUTE 392 (THOMAS DRIVE),
 BE1517'45.0 FEET NORTHWEST OF A TELEPHONE POLE WITH WITNESS TAG
 BE1517'ATTACHED AND 52.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BE1517'STUCCO HOUSE.
 BE1517
 BE1517                          STATION RECOVERY (1977)
 BE1517
 BE1517'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1517'9.8 MI SE FROM PANAMA CITY BEACH.
 BE1517'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1517'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1517'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1517'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 7.6 MILES AND STATION
 BE1517'MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2 INCHES
 BE1517'BELOW THE GROUND.  IT IS 69.0 FEET NORTH-NORTHWEST OF THE NORTHWEST
 BE1517'CORNER OF MONTEREY MOTEL BUILDING, 26.8 FEET SOUTHWEST OF CENTER OF
 BE1517'STATE ROUTE 392 (THOMAS DRIVE) AND 16.0 FEET NORTHEAST OF A TELEPHONE
 BE1517'POLE WITH A WITNESS TAG ATTACHED.  SECTION 16, T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1397 ***********************************************************************
 BE1397  DESIGNATION -  46 76 B30 RM 1
 BE1397  PID         -  BE1397
 BE1397  STATE/COUNTY-  FL/BAY
 BE1397  COUNTRY     -  US
 BE1397  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1397
 BE1397                         *CURRENT SURVEY CONTROL
 BE1397  ______________________________________________________________________
 BE1397* NAD 83(1986) POSITION- 30 08 39.48   (N) 085 45 24.68   (W)   HD_HELD1
 BE1397* NAVD 88 ORTHO HEIGHT -     4.322 (meters)       14.18  (feet) ADJUSTED
 BE1397  ______________________________________________________________________
 BE1397  GEOID HEIGHT    -        -27.663 (meters)                     GEOID18
 BE1397  DYNAMIC HEIGHT  -          4.316 (meters)       14.16  (feet) COMP
 BE1397  MODELED GRAVITY -    979,318.9   (mgal)                       NAVD 88
 BE1397
 BE1397  VERT ORDER      -  SECOND    CLASS II
 BE1397
 BE1397.The horizontal coordinates were determined by differentially corrected
 BE1397.hand held GPS observations or other comparable positioning techniques
 BE1397.and have an estimated accuracy of +/- 3 meters.
 BE1397
 BE1397.The orthometric height was determined by differential leveling and
 BE1397.adjusted by the NATIONAL GEODETIC SURVEY
 BE1397.in June 1991.
 BE1397
 BE1397.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1397.GEOID18 height accuracy estimate available here.
 BE1397
 BE1397.Click photographs - Photos may exist for this station.
 BE1397
 BE1397.The dynamic height is computed by dividing the NAVD 88
 BE1397.geopotential number by the normal gravity value computed on the
 BE1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1397.degrees latitude (g = 980.6199 gals.).
 BE1397
 BE1397.The modeled gravity was interpolated from observed gravity values.
 BE1397
 BE1397;                    North         East    Units  Estimated Accuracy
 BE1397;SPC FL N     -   127,510.0     478,915.2     MT  (+/- 3 meters HH1 GPS) 
 BE1397
 BE1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1972935427(NAD 83)
 BE1397
 BE1397                          SUPERSEDED SURVEY CONTROL
 BE1397
 BE1397.No superseded survey control is available for this station.
 BE1397
 BE1397_MARKER: DD = SURVEY DISK
 BE1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1397_STAMPING: 46 76 B30 RM NO 1
 BE1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1397+STABILITY: SURFACE MOTION
 BE1397
 BE1397  HISTORY     - Date     Condition        Report By
 BE1397  HISTORY     - 1976     MONUMENTED       FLDT
 BE1397  HISTORY     - 1977     GOOD             FLDT
 BE1397
 BE1397                          STATION DESCRIPTION
 BE1397
 BE1397'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1397'9.8 MI SE FROM PANAMA CITY BEACH.
 BE1397'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1397'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1397'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1397'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 7.6 MILES AND REFERENCE
 BE1397'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT
 BE1397'FLUSH WITH THE GROUND.  IT IS 46.5 FEET SOUTHWEST OF CENTER OF STATE
 BE1397'ROUTE 392 (THOMAS DRIVE), 32.0 FEET SOUTHEAST OF A TELEPHONE POLE WITH
 BE1397'A WITNESS TAG ATTACHED AND 30.0 FEET NORTH-NORTHWEST OF NORTHWEST
 BE1397'CORNER OF MONTEREY MOTEL BUILDING.  SECTION 16, T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1476 ***********************************************************************
 BE1476  DESIGNATION -  46 76 B30 RM 2
 BE1476  PID         -  BE1476
 BE1476  STATE/COUNTY-  FL/BAY
 BE1476  COUNTRY     -  US
 BE1476  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1476
 BE1476                         *CURRENT SURVEY CONTROL
 BE1476  ______________________________________________________________________
 BE1476* NAD 83(1986) POSITION- 30 08 40.02   (N) 085 45 25.30   (W)   HD_HELD1
 BE1476* NAVD 88 ORTHO HEIGHT -     4.040 (meters)       13.25  (feet) ADJUSTED
 BE1476  ______________________________________________________________________
 BE1476  GEOID HEIGHT    -        -27.663 (meters)                     GEOID18
 BE1476  DYNAMIC HEIGHT  -          4.034 (meters)       13.23  (feet) COMP
 BE1476  MODELED GRAVITY -    979,318.9   (mgal)                       NAVD 88
 BE1476
 BE1476  VERT ORDER      -  SECOND    CLASS II
 BE1476
 BE1476.The horizontal coordinates were determined by differentially corrected
 BE1476.hand held GPS observations or other comparable positioning techniques
 BE1476.and have an estimated accuracy of +/- 3 meters.
 BE1476
 BE1476.The orthometric height was determined by differential leveling and
 BE1476.adjusted by the NATIONAL GEODETIC SURVEY
 BE1476.in June 1991.
 BE1476
 BE1476.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1476.GEOID18 height accuracy estimate available here.
 BE1476
 BE1476.Click photographs - Photos may exist for this station.
 BE1476
 BE1476.The dynamic height is computed by dividing the NAVD 88
 BE1476.geopotential number by the normal gravity value computed on the
 BE1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1476.degrees latitude (g = 980.6199 gals.).
 BE1476
 BE1476.The modeled gravity was interpolated from observed gravity values.
 BE1476
 BE1476;                    North         East    Units  Estimated Accuracy
 BE1476;SPC FL N     -   127,526.8     478,898.8     MT  (+/- 3 meters HH1 GPS) 
 BE1476
 BE1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1971235443(NAD 83)
 BE1476
 BE1476                          SUPERSEDED SURVEY CONTROL
 BE1476
 BE1476.No superseded survey control is available for this station.
 BE1476
 BE1476_MARKER: DD = SURVEY DISK
 BE1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1476_STAMPING: 46 76 B30 RM NO 2
 BE1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1476+STABILITY: SURFACE MOTION
 BE1476
 BE1476  HISTORY     - Date     Condition        Report By
 BE1476  HISTORY     - 1976     MONUMENTED       FLDT
 BE1476  HISTORY     - 1977     GOOD             FLDT
 BE1476
 BE1476                          STATION DESCRIPTION
 BE1476
 BE1476'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1476'9.8 MI SE FROM PANAMA CITY BEACH.
 BE1476'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1476'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1476'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1476'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 7.6 MILES AND REFERENCE
 BE1476'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 1
 BE1476'INCH BELOW THE GROUND.  IT IS 17.5 FEET SOUTHEAST OF CENTER OF A
 BE1476'CONCRETE DRIVE WAY, 52.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BE1476'STUCCO HOUSE, 45.0 FEET NORTHWEST OF A TELEPHONE POLE WITH A WITNESS
 BE1476'TAG ATTACHED AND 43.0 FEET SOUTHWEST OF CENTER OF STATE ROUTE 392
 BE1476'(THOMAS DRIVE).  SECTION 16, T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1518 ***********************************************************************
 BE1518  DESIGNATION -  46 76 B31
 BE1518  PID         -  BE1518
 BE1518  STATE/COUNTY-  FL/BAY
 BE1518  COUNTRY     -  US
 BE1518  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1518
 BE1518                         *CURRENT SURVEY CONTROL
 BE1518  ______________________________________________________________________
 BE1518* NAD 83(1990) POSITION- 30 08 21.56534(N) 085 45 01.30254(W)   ADJUSTED
 BE1518* NAVD 88 ORTHO HEIGHT -     3.528 (meters)       11.57  (feet) ADJUSTED
 BE1518  ______________________________________________________________________
 BE1518  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 BE1518  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 BE1518  DYNAMIC HEIGHT  -          3.523 (meters)       11.56  (feet) COMP
 BE1518  MODELED GRAVITY -    979,318.5   (mgal)                       NAVD 88
 BE1518
 BE1518  HORZ ORDER      -  SECOND
 BE1518  VERT ORDER      -  SECOND    CLASS II
 BE1518
 BE1518.The horizontal coordinates were established by classical geodetic methods
 BE1518.and adjusted by the National Geodetic Survey in May 1991.
 BE1518
 BE1518.The orthometric height was determined by differential leveling and
 BE1518.adjusted by the NATIONAL GEODETIC SURVEY
 BE1518.in June 1991.
 BE1518
 BE1518.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1518.GEOID18 height accuracy estimate available here.
 BE1518
 BE1518.Click photographs - Photos may exist for this station.
 BE1518
 BE1518.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1518
 BE1518.The dynamic height is computed by dividing the NAVD 88
 BE1518.geopotential number by the normal gravity value computed on the
 BE1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1518.degrees latitude (g = 980.6199 gals.).
 BE1518
 BE1518.The modeled gravity was interpolated from observed gravity values.
 BE1518
 BE1518. The following values were computed from the NAD 83(1990) position.
 BE1518
 BE1518;                    North         East     Units Scale Factor Converg.
 BE1518;SPC FL N     -   126,951.530   479,534.730   MT  0.99994855   -0 37 42.0
 BE1518;SPC FL N     -   416,506.81  1,573,273.53   sFT  0.99994855   -0 37 42.0
 BE1518;UTM  16      - 3,334,882.816   620,360.765   MT  0.99977873   +0 37 39.1
 BE1518
 BE1518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1518!SPC FL N     -   1.00000379  x   0.99994855  =   0.99995234
 BE1518!UTM  16      -   1.00000379  x   0.99977873  =   0.99978252
 BE1518
 BE1518:                Primary Azimuth Mark                     Grid Az
 BE1518:SPC FL N     -  PANAMA CITY BCH TREAS SHIP               013 09 46.5
 BE1518:UTM  16      -  PANAMA CITY BCH TREAS SHIP               011 54 25.4
 BE1518
 BE1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2036034882(NAD 83)
 BE1518
 BE1518|---------------------------------------------------------------------|
 BE1518| PID    Reference Object                     Distance      Geod. Az  |
 BE1518|                                                           dddmmss.s |
 BE1518| BE3687 PANAMA CITY BCH TREAS SHIP          APPROX. 0.7 KM 0123204.5 |
 BE1518| BE1398 46 76 B31 RM 1                       15.196 METERS 01429     |
 BE1518| BE1477 46 76 B31 RM 2                       22.636 METERS 12557     |
 BE1518| BE3715 H 50 FL                             137.531 METERS 31534     |
 BE1518|---------------------------------------------------------------------|
 BE1518
 BE1518                          SUPERSEDED SURVEY CONTROL
 BE1518
 BE1518  NAD 83(1986)-  30 08 21.57631(N)    085 45 01.31138(W) AD(       ) 2
 BE1518  NAD 27      -  30 08 20.84411(N)    085 45 01.55917(W) AD(       ) 2
 BE1518  NGVD 29 (07/19/86)    3.66   (m)           12.0    (f) LEVELING    3  
 BE1518
 BE1518.Superseded values are not recommended for survey control.
 BE1518
 BE1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1518.See file dsdata.pdf to determine how the superseded data were derived.
 BE1518
 BE1518_MARKER: DD = SURVEY DISK
 BE1518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BE1518_SP_SET: CURVE
 BE1518_STAMPING: 46 76 B31
 BE1518_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BE1518
 BE1518  HISTORY     - Date     Condition        Report By
 BE1518  HISTORY     - 1976     MONUMENTED       FLDT
 BE1518  HISTORY     - 1977     GOOD             FLDT
 BE1518  HISTORY     - 1980     GOOD             NOS
 BE1518
 BE1518                          STATION DESCRIPTION
 BE1518
 BE1518'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1518'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PANAMA CITY, ABOUT
 BE1518'10 MILES WEST OF CALLAWAY AND ABOUT 1/2 MILE NORTHWEST OF
 BE1518'ST. ANDREWS STATE PARK, AT THE INTERSECTION OF STATE ROUTE 392
 BE1518'AND STATE ROUTE 757.
 BE1518'
 BE1518'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1518'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION
 BE1518'OF U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE
 BE1518'98 FOR 6.3 MILES TO THE INTERSECTION OF STATE ROUTE 392.  TURN
 BE1518'RIGHT AND GO SOUTHEAST ON STATE ROUTE 392 FOR 4.1 MILES AND
 BE1518'STATION ON THE LEFT, ON THE OUTSIDE OF A SHARP CURVE.
 BE1518'
 BE1518'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1518'BRASS DISK, STAMPED 46 76 B31, SET IN THE TOP OF A ROUND CONCRETE
 BE1518'MONUMENT 3 INCHES BELOW THE GROUND.  IT IS 2.5 FEET NORTHEAST OF
 BE1518'A STOP SIGN POST, 19.0 FEET NORTHEAST OF CENTER OF STATE ROUTE
 BE1518'392 AND 26.3 FEET SOUTH OF CENTER OF STATE ROUTE 757.
 BE1518'
 BE1518'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1518'TRANSPORTATION BRASS DISK, STAMPED 46 76 B31 RM NO1, SET IN THE
 BE1518'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE
 BE1518'GROUND.  IT IS 2.2 FEET EAST OF A HIGHWAY SIGN POST, 23.0 FEET
 BE1518'NORTH OF CENTER OF STATE ROUTE 757 AND 63.5 FEET NORTHEAST OF
 BE1518'CENTER OF STATE ROUTE 392.
 BE1518'
 BE1518'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1518'TRANSPORTATION BRASS DISK, STAMPED 46 76 B31 RM NO2, SET IN THE TOP
 BE1518'OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW THE GROUND.  IT
 BE1518'IS 0.9 FOOT WEST OF A METAL WITNESS POST, 2.6 FEET EAST OF A GUY
 BE1518'WIRE, 23.0 FEET SOUTH OF A POWERLINE POLE WITH 2 GUY WIRE, 27.5
 BE1518'FEET NORTHEAST OF CENTER OF STATE ROUTE 392 AND 69.0 FEET SOUTH
 BE1518'OF CENTER OF STATE ROUTE 757.
 BE1518
 BE1518                          STATION RECOVERY (1977)
 BE1518
 BE1518'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1518'10.5 MI SE FROM PANAMA CITY BEACH.
 BE1518'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1518'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1518'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1518'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 8.3 MILES AND STATION
 BE1518'MARK, ON THE OUTSIDE OF A SHARP CURVE.  IT IS 59.0 FEET WEST OF A
 BE1518'POWERLINE POLE WITH TWO GUY WIRES, 26.3 FEET SOUTH OF CENTER OF STATE
 BE1518'ROUTE 757, 19.0 FEET NORTHEAST OF CENTER OF STATE ROUTE 392 AND 2.5
 BE1518'FEET NORTHEAST OF A STOP SIGN.  SECTION 16, T 4S, R 15W.
 BE1518
 BE1518                          STATION RECOVERY (1980)
 BE1518
 BE1518'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1518'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 BE1518'DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1398 ***********************************************************************
 BE1398  DESIGNATION -  46 76 B31 RM 1
 BE1398  PID         -  BE1398
 BE1398  STATE/COUNTY-  FL/BAY
 BE1398  COUNTRY     -  US
 BE1398  USGS QUAD   -  PANAMA CITY BEACH (2018)
 BE1398
 BE1398                         *CURRENT SURVEY CONTROL
 BE1398  ______________________________________________________________________
 BE1398* NAD 83(1986) POSITION- 30 08 22.04   (N) 085 45 01.16   (W)   HD_HELD1
 BE1398* NAVD 88 ORTHO HEIGHT -     2.826 (meters)        9.27  (feet) ADJUSTED
 BE1398  ______________________________________________________________________
 BE1398  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 BE1398  DYNAMIC HEIGHT  -          2.822 (meters)        9.26  (feet) COMP
 BE1398  MODELED GRAVITY -    979,318.5   (mgal)                       NAVD 88
 BE1398
 BE1398  VERT ORDER      -  SECOND    CLASS II
 BE1398
 BE1398.The horizontal coordinates were determined by differentially corrected
 BE1398.hand held GPS observations or other comparable positioning techniques
 BE1398.and have an estimated accuracy of +/- 3 meters.
 BE1398
 BE1398.The orthometric height was determined by differential leveling and
 BE1398.adjusted by the NATIONAL GEODETIC SURVEY
 BE1398.in June 1991.
 BE1398
 BE1398.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1398.GEOID18 height accuracy estimate available here.
 BE1398
 BE1398.Click photographs - Photos may exist for this station.
 BE1398
 BE1398.The dynamic height is computed by dividing the NAVD 88
 BE1398.geopotential number by the normal gravity value computed on the
 BE1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1398.degrees latitude (g = 980.6199 gals.).
 BE1398
 BE1398.The modeled gravity was interpolated from observed gravity values.
 BE1398
 BE1398;                    North         East    Units  Estimated Accuracy
 BE1398;SPC FL N     -   126,966.1     479,538.7     MT  (+/- 3 meters HH1 GPS) 
 BE1398
 BE1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2036434897(NAD 83)
 BE1398
 BE1398                          SUPERSEDED SURVEY CONTROL
 BE1398
 BE1398.No superseded survey control is available for this station.
 BE1398
 BE1398_STAMPING: 46 76 B31 RM NO 1
 BE1398
 BE1398  HISTORY     - Date     Condition        Report By
 BE1398  HISTORY     - 1976     MONUMENTED       FLDT
 BE1398  HISTORY     - 1977     GOOD             FLDT
 BE1398  HISTORY     - 20170111 MARK NOT FOUND   FLDEP
 BE1398
 BE1398                          STATION DESCRIPTION
 BE1398
 BE1398'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1398'10.5 MI SE FROM PANAMA CITY BEACH.
 BE1398'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1398'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1398'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1398'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 8.3 MILES AND REFERENCE
 BE1398'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2
 BE1398'INCHES BELOW THE GROUND, ON THE OUTSIDE OF A SHARP CURVE. IT IS 2.2
 BE1398'FEET EAST OF A HIGHWAY SIGN POST, 63.5 FEET NORTHEAST OF CENTER OF
 BE1398'STATE ROUTE 392 AND 23.0 FEET NORTH OF CENTER OF STATE ROUTE 757.
 BE1398'SECTION 16, T 4S, R 15W.
 BE1398
 BE1398                          STATION RECOVERY (2017)
 BE1398
 BE1398'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (MAH)
 BE1398'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1477 ***********************************************************************
 BE1477  DESIGNATION -  46 76 B31 RM 2
 BE1477  PID         -  BE1477
 BE1477  STATE/COUNTY-  FL/BAY
 BE1477  COUNTRY     -  US
 BE1477  USGS QUAD   -  PANAMA CITY (2018)
 BE1477
 BE1477                         *CURRENT SURVEY CONTROL
 BE1477  ______________________________________________________________________
 BE1477* NAD 83(1986) POSITION- 30 08 21.13   (N) 085 45 00.62   (W)   HD_HELD1
 BE1477* NAVD 88 ORTHO HEIGHT -     3.327 (meters)       10.92  (feet) ADJUSTED
 BE1477  ______________________________________________________________________
 BE1477  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 BE1477  DYNAMIC HEIGHT  -          3.322 (meters)       10.90  (feet) COMP
 BE1477  MODELED GRAVITY -    979,318.5   (mgal)                       NAVD 88
 BE1477
 BE1477  VERT ORDER      -  SECOND    CLASS II
 BE1477
 BE1477.The horizontal coordinates were determined by differentially corrected
 BE1477.hand held GPS observations or other comparable positioning techniques
 BE1477.and have an estimated accuracy of +/- 3 meters.
 BE1477
 BE1477.The orthometric height was determined by differential leveling and
 BE1477.adjusted by the NATIONAL GEODETIC SURVEY
 BE1477.in June 1991.
 BE1477
 BE1477.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1477.GEOID18 height accuracy estimate available here.
 BE1477
 BE1477.Click photographs - Photos may exist for this station.
 BE1477
 BE1477.The dynamic height is computed by dividing the NAVD 88
 BE1477.geopotential number by the normal gravity value computed on the
 BE1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1477.degrees latitude (g = 980.6199 gals.).
 BE1477
 BE1477.The modeled gravity was interpolated from observed gravity values.
 BE1477
 BE1477;                    North         East    Units  Estimated Accuracy
 BE1477;SPC FL N     -   126,937.9     479,552.8     MT  (+/- 3 meters HH1 GPS) 
 BE1477
 BE1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2037934869(NAD 83)
 BE1477
 BE1477                          SUPERSEDED SURVEY CONTROL
 BE1477
 BE1477.No superseded survey control is available for this station.
 BE1477
 BE1477_STAMPING: 46 76 B31 RM NO 2
 BE1477
 BE1477  HISTORY     - Date     Condition        Report By
 BE1477  HISTORY     - 1976     MONUMENTED       FLDT
 BE1477  HISTORY     - 1977     GOOD             FLDT
 BE1477  HISTORY     - 20170111 MARK NOT FOUND   FLDEP
 BE1477
 BE1477                          STATION DESCRIPTION
 BE1477
 BE1477'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1477'10.5 MI SE FROM PANAMA CITY BEACH.
 BE1477'FROM THE INTERSECTION OF STATE ROUTE 79 AND U.S. ROUTE 98 ABOUT 0.4
 BE1477'MILE SOUTHWEST OF PANAMA CITY BEACH CITY HALL.  GO SOUTHEAST ON U.S.
 BE1477'ROUTE 98 FOR ABOUT 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392,
 BE1477'THEN GO SOUTHEAST ON STATE ROUTE 392 FOR ABOUT 8.3 MILES AND REFERENCE
 BE1477'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2
 BE1477'INCHES BELOW THE GROUND, ON THE OUTSIDE OF A SHARP CURVE. IT IS 69.0
 BE1477'FEET SOUTH OF CENTER OF STATE ROUTE 757, 27.5 FEET NORTHEAST OF CENTER
 BE1477'OF STATE ROUTE 392, 23.0 FEET SOUTH OF A POWERLINE POLE WITH TWO GUY
 BE1477'WIRES, 2.6 FEET EAST OF A GUY WIRE AND 0.9 FOOT WEST OF A METAL
 BE1477'WITNESS POST.  SECTION 16, T 4S, R 15W.
 BE1477
 BE1477                          STATION RECOVERY (2017)
 BE1477
 BE1477'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (MAH)
 BE1477'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1519 ***********************************************************************
 BE1519  DESIGNATION -  46 76 B32
 BE1519  PID         -  BE1519
 BE1519  STATE/COUNTY-  FL/BAY
 BE1519  COUNTRY     -  US
 BE1519  USGS QUAD   -  PANAMA CITY (2018)
 BE1519
 BE1519                         *CURRENT SURVEY CONTROL
 BE1519  ______________________________________________________________________
 BE1519* NAD 83(1990) POSITION- 30 08 02.32828(N) 085 44 40.21881(W)   ADJUSTED
 BE1519* NAVD 88 ORTHO HEIGHT -     6.893 (meters)       22.61  (feet) ADJUSTED
 BE1519  ______________________________________________________________________
 BE1519  GEOID HEIGHT    -        -27.657 (meters)                     GEOID18
 BE1519  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 BE1519  DYNAMIC HEIGHT  -          6.884 (meters)       22.59  (feet) COMP
 BE1519  MODELED GRAVITY -    979,318.1   (mgal)                       NAVD 88
 BE1519
 BE1519  HORZ ORDER      -  SECOND
 BE1519  VERT ORDER      -  SECOND    CLASS II
 BE1519
 BE1519.The horizontal coordinates were established by classical geodetic methods
 BE1519.and adjusted by the National Geodetic Survey in May 1991.
 BE1519
 BE1519.The orthometric height was determined by differential leveling and
 BE1519.adjusted by the NATIONAL GEODETIC SURVEY
 BE1519.in June 1991.
 BE1519
 BE1519.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1519.GEOID18 height accuracy estimate available here.
 BE1519
 BE1519.Click photographs - Photos may exist for this station.
 BE1519
 BE1519.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1519
 BE1519.The dynamic height is computed by dividing the NAVD 88
 BE1519.geopotential number by the normal gravity value computed on the
 BE1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1519.degrees latitude (g = 980.6199 gals.).
 BE1519
 BE1519.The modeled gravity was interpolated from observed gravity values.
 BE1519
 BE1519. The following values were computed from the NAD 83(1990) position.
 BE1519
 BE1519;                    North         East     Units Scale Factor Converg.
 BE1519;SPC FL N     -   126,353.056   480,092.491   MT  0.99994860   -0 37 31.4
 BE1519;SPC FL N     -   414,543.32  1,575,103.45   sFT  0.99994860   -0 37 31.4
 BE1519;UTM  16      - 3,334,296.808   620,931.413   MT  0.99978043   +0 37 49.3
 BE1519
 BE1519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1519!SPC FL N     -   1.00000326  x   0.99994860  =   0.99995186
 BE1519!UTM  16      -   1.00000326  x   0.99978043  =   0.99978369
 BE1519
 BE1519:                Primary Azimuth Mark                     Grid Az
 BE1519:SPC FL N     -  46 76 B33                                138 39 35.2
 BE1519:UTM  16      -  46 76 B33                                137 24 14.5
 BE1519
 BE1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2093134296(NAD 83)
 BE1519
 BE1519|---------------------------------------------------------------------|
 BE1519| PID    Reference Object                     Distance      Geod. Az  |
 BE1519|                                                           dddmmss.s |
 BE1519| BE1520 46 76 B33                           APPROX. 1.3 KM 1380203.8 |
 BE1519| CW1688 46 76 B32 AZ MK                                    1420054.3 |
 BE1519| BE3685 H 2 FL 77                           470.387 METERS 1430809.5 |
 BE1519| BE1399 46 76 B32 RM 1                       18.705 METERS 22400     |
 BE1519| BE3724 USN STAGE 2 DISH ANTENNA            APPROX. 3.3 KM 2430747.3 |
 BE1519| BE1478 46 76 B32 RM 2                       18.644 METERS 31548     |
 BE1519| BE3687 PANAMA CITY BCH TREAS SHIP          APPROX. 1.3 KM 3413246.7 |
 BE1519|---------------------------------------------------------------------|
 BE1519
 BE1519                          SUPERSEDED SURVEY CONTROL
 BE1519
 BE1519  NAD 83(1986)-  30 08 02.33937(N)    085 44 40.22753(W) AD(       ) 2
 BE1519  NAD 27      -  30 08 01.60760(N)    085 44 40.47623(W) AD(       ) 2
 BE1519  NGVD 29 (07/19/86)    7.03   (m)           23.1    (f) LEVELING    3  
 BE1519
 BE1519.Superseded values are not recommended for survey control.
 BE1519
 BE1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1519.See file dsdata.pdf to determine how the superseded data were derived.
 BE1519
 BE1519_MARKER: DD = SURVEY DISK
 BE1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1519_STAMPING: 46 76 B32
 BE1519_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1519+STABILITY: SURFACE MOTION
 BE1519
 BE1519  HISTORY     - Date     Condition        Report By
 BE1519  HISTORY     - 1977     MONUMENTED       FLDT
 BE1519  HISTORY     - 1977     GOOD             FLDT
 BE1519  HISTORY     - 1980     GOOD             NOS
 BE1519  HISTORY     - 1983     GOOD             NOS
 BE1519
 BE1519                          STATION DESCRIPTION
 BE1519
 BE1519'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM)
 BE1519'STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF PANAMA CITY AND
 BE1519'ABOUT 10-1/2 MILES SOUTHEAST OF PANAMA CITY BEACH, IN
 BE1519'ST. ANDREWS STATE PARK.
 BE1519'
 BE1519'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1519'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION
 BE1519'OF U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98
 BE1519'FOR 2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392.  BEAR LEFT
 BE1519'AND GO SOUTHEAST ON STATE ROUTE 392 FOR 8.6 MILES TO THE
 BE1519'ENTRANCE TO ST. ANDREWS STATE PARK AND STATION APPROXIMATELY
 BE1519'200 FEET SOUTH-SOUTHWEST OF ENTRANCE GATE.
 BE1519'
 BE1519'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1519'BRASS DISK, STAMPED 46 76 B32, SET IN THE TOP OF A ROUND CONCRETE
 BE1519'MONUMENT 6 INCHES BELOW THE GROUND.  IT IS 2.5 FEET NORTH OF A
 BE1519'METAL WITNESS POST, 44.7 FEET EAST OF A CHAIN LINK FENCE WEST
 BE1519'BOUNDARY OF ST. ANDREWS STATE PARK AND 157.0 FEET SOUTH OF SOUTH
 BE1519'CORNER OF FENCE AROUND A GOVERNMENT BUILDING.
 BE1519'
 BE1519'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1519'TRANSPORTATION BRASS DISK, STAMPED 46 76 B32 RM NO 1, SET IN
 BE1519'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 8 INCHES BELOW THE
 BE1519'GROUND.  IT IS 1.5 FEET EAST OF A METAL WITNESS POST, 2.0 FEET
 BE1519'EAST OF A CHAIN LINK FENCE AND 209.0 FEET SOUTH-SOUTHWEST OF
 BE1519'SOUTH CORNER OF FENCE AROUND A GOVERNMENT BUILDING.
 BE1519'
 BE1519'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1519'TRANSPORTATION BRASS DISK, STAMPED 46 76 B32 RM NO 2, SET IN
 BE1519'THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW
 BE1519'THE GROUND.  IT IS 1.2 FEET EAST OF A METAL WITNESS POST, 1.7
 BE1519'FEET EAST OF A CHAIN LINK FENCE AND 123.7 FEET SOUTH-SOUTHWEST
 BE1519'OF SOUTH CORNER OF FENCE AROUND A GOVERNMENT BUILDING.
 BE1519
 BE1519                          STATION RECOVERY (1977)
 BE1519
 BE1519'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1519'4.8 MI S FROM PANAMA CITY.
 BE1519'FROM THE WEST END OF HATHAWAY BRIDGE OVER ST. ANDREW BAY IN PANAMA
 BE1519'CITY.  GO WEST ON U.S. ROUTE 98 FOR ABOUT 0.7 MILE TO THE INTERSECTION
 BE1519'OF STATE ROUTE 757 (THOMAS DRIVE), THEN GO SOUTHEASTERLY ON STATE
 BE1519'ROUTE 757 FOR ABOUT 4.1 MILES TO THE ENTRANCE TO ST. ANDREWS STATE
 BE1519'PARK AND STATION MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE
 BE1519'MONUMENT 6 INCHES BELOW THE GROUND.  IT IS APPROXIMATELY 200 FEET
 BE1519'SOUTH-SOUTHWEST OF THE ENTRANCE GATE TO ST.K ANDREWS STATE PARK, 157.0
 BE1519'FEET SOUTH OF SOUTH CORNER OF FENCE AROUND A GOVERNMENT BUILDING, 44.7
 BE1519'FEET EAST OF CHAIN LINK FENCE AND 2.5 FEET NORTH OF A METAL WITNESS
 BE1519'POST.  SECTION 15, T 4S, R 15W.
 BE1519
 BE1519                          STATION RECOVERY (1980)
 BE1519
 BE1519'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1519'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 BE1519'DESCRIBED.  THERE IS NOW A WOODEN BOARDWALK FROM BUILDING
 BE1519'105 TO THE AERIS ANTENNA SITES NEAR THE BEACH.  THIS
 BE1519'BOARDWALK PASSES JUST WEST OF THE STATION.
 BE1519'
 BE1519'HEIGHT OF LIGHT SHOWN WAS 1.7 METERS.
 BE1519
 BE1519                          STATION RECOVERY (1983)
 BE1519
 BE1519'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RDC)
 BE1519'THE STATION WAS RECOVERED AT THIS DATE.
 BE1519'THE STATION WAS USED IN A THIRD ORDER TRAVERSE AT WHICH
 BE1519'TIME ITS GEODETIC POSITION WAS VERIFIED.
 BE1519'
 BE1519'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BE1519'
 BE1519'RECOVERED BY R DECROIX.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1399 ***********************************************************************
 BE1399  DESIGNATION -  46 76 B32 RM 1
 BE1399  PID         -  BE1399
 BE1399  STATE/COUNTY-  FL/BAY
 BE1399  COUNTRY     -  US
 BE1399  USGS QUAD   -  PANAMA CITY (2018)
 BE1399
 BE1399                         *CURRENT SURVEY CONTROL
 BE1399  ______________________________________________________________________
 BE1399* NAD 83(1986) POSITION- 30 08 01.89   (N) 085 44 40.70   (W)   HD_HELD1
 BE1399* NAVD 88 ORTHO HEIGHT -     6.504 (meters)       21.34  (feet) ADJUSTED
 BE1399  ______________________________________________________________________
 BE1399  GEOID HEIGHT    -        -27.657 (meters)                     GEOID18
 BE1399  DYNAMIC HEIGHT  -          6.496 (meters)       21.31  (feet) COMP
 BE1399  MODELED GRAVITY -    979,318.1   (mgal)                       NAVD 88
 BE1399
 BE1399  VERT ORDER      -  SECOND    CLASS II
 BE1399
 BE1399.The horizontal coordinates were determined by differentially corrected
 BE1399.hand held GPS observations or other comparable positioning techniques
 BE1399.and have an estimated accuracy of +/- 3 meters.
 BE1399
 BE1399.The orthometric height was determined by differential leveling and
 BE1399.adjusted by the NATIONAL GEODETIC SURVEY
 BE1399.in June 1991.
 BE1399
 BE1399.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1399.GEOID18 height accuracy estimate available here.
 BE1399
 BE1399.Click photographs - Photos may exist for this station.
 BE1399
 BE1399.The dynamic height is computed by dividing the NAVD 88
 BE1399.geopotential number by the normal gravity value computed on the
 BE1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1399.degrees latitude (g = 980.6199 gals.).
 BE1399
 BE1399.The modeled gravity was interpolated from observed gravity values.
 BE1399
 BE1399;                    North         East    Units  Estimated Accuracy
 BE1399;SPC FL N     -   126,339.7     480,079.5     MT  (+/- 3 meters HH1 GPS) 
 BE1399
 BE1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2091834283(NAD 83)
 BE1399
 BE1399                          SUPERSEDED SURVEY CONTROL
 BE1399
 BE1399.No superseded survey control is available for this station.
 BE1399
 BE1399_MARKER: DD = SURVEY DISK
 BE1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1399_STAMPING: 46 76 B32 RM NO 1
 BE1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1399+STABILITY: SURFACE MOTION
 BE1399
 BE1399  HISTORY     - Date     Condition        Report By
 BE1399  HISTORY     - 1976     MONUMENTED       FLDT
 BE1399  HISTORY     - 1977     GOOD             FLDT
 BE1399
 BE1399                          STATION DESCRIPTION
 BE1399
 BE1399'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1399'4.8 MI S FROM PANAMA CITY.
 BE1399'FROM THE WEST END OF HATHAWAY BRIDGE OVER ST. ANDREW BAY IN PANAMA
 BE1399'CITY.  GO WEST ON U.S. ROUTE 98 FOR ABOUT 0.7 MILE TO THE INTERSECTION
 BE1399'OF STATE ROUTE 757 (THOMAS DRIVE), THEN GO SOUTHEASTERLY ON STATE
 BE1399'ROUTE 757 FOR ABOUT 4.1 MILES TO THE ENTRANCE TO ST. ANDREWS STATE
 BE1399'PARK AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE
 BE1399'CONCRETE MONUMENT 8 INCHES BELOW THE GROUND.  IT IS APPROXIMATELY 200
 BE1399'FEET SOUTHWEST OF THE ENTRANCE GATE TO ST. ANDREWS STATE PARK, 209.0
 BE1399'FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF FENCE AROUND A GOVERNMENT
 BE1399'BUILDING, 2.0 FEET EAST OF A CHAIN LINK FENCE AND 1.5 FEET EAST OF A
 BE1399'METAL WITNESS POST.  SECTION 15, T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1478 ***********************************************************************
 BE1478  DESIGNATION -  46 76 B32 RM 2
 BE1478  PID         -  BE1478
 BE1478  STATE/COUNTY-  FL/BAY
 BE1478  COUNTRY     -  US
 BE1478  USGS QUAD   -  PANAMA CITY (2018)
 BE1478
 BE1478                         *CURRENT SURVEY CONTROL
 BE1478  ______________________________________________________________________
 BE1478* NAD 83(1986) POSITION- 30 08 02.76   (N) 085 44 40.70   (W)   HD_HELD1
 BE1478* NAVD 88 ORTHO HEIGHT -     6.817 (meters)       22.37  (feet) ADJUSTED
 BE1478  ______________________________________________________________________
 BE1478  GEOID HEIGHT    -        -27.658 (meters)                     GEOID18
 BE1478  DYNAMIC HEIGHT  -          6.808 (meters)       22.34  (feet) COMP
 BE1478  MODELED GRAVITY -    979,318.1   (mgal)                       NAVD 88
 BE1478
 BE1478  VERT ORDER      -  SECOND    CLASS II
 BE1478
 BE1478.The horizontal coordinates were determined by differentially corrected
 BE1478.hand held GPS observations or other comparable positioning techniques
 BE1478.and have an estimated accuracy of +/- 3 meters.
 BE1478
 BE1478.The orthometric height was determined by differential leveling and
 BE1478.adjusted by the NATIONAL GEODETIC SURVEY
 BE1478.in June 1991.
 BE1478
 BE1478.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1478.GEOID18 height accuracy estimate available here.
 BE1478
 BE1478.Click photographs - Photos may exist for this station.
 BE1478
 BE1478.The dynamic height is computed by dividing the NAVD 88
 BE1478.geopotential number by the normal gravity value computed on the
 BE1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1478.degrees latitude (g = 980.6199 gals.).
 BE1478
 BE1478.The modeled gravity was interpolated from observed gravity values.
 BE1478
 BE1478;                    North         East    Units  Estimated Accuracy
 BE1478;SPC FL N     -   126,366.5     480,079.8     MT  (+/- 3 meters HH1 GPS) 
 BE1478
 BE1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2091834309(NAD 83)
 BE1478
 BE1478                          SUPERSEDED SURVEY CONTROL
 BE1478
 BE1478.No superseded survey control is available for this station.
 BE1478
 BE1478_MARKER: DD = SURVEY DISK
 BE1478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1478_STAMPING: 46 76 B32 RM NO 2
 BE1478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1478+STABILITY: SURFACE MOTION
 BE1478
 BE1478  HISTORY     - Date     Condition        Report By
 BE1478  HISTORY     - 1976     MONUMENTED       FLDT
 BE1478  HISTORY     - 1977     GOOD             FLDT
 BE1478
 BE1478                          STATION DESCRIPTION
 BE1478
 BE1478'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1478'4.8 MI S FROM PANAMA CITY.
 BE1478'FROM THE WEST END OF HATHAWAY BRIDGE OVER ST. ANDREW BAY IN PANAMA
 BE1478'CITY.  GO WEST ON U.S. ROUTE 98 FOR ABOUT 0.7 MILE TO THE INTERSECTION
 BE1478'OF STATE ROUTE 757 (THOMAS DRIVE), THEN GO SOUTHEASTERLY ON STATE
 BE1478'ROUTE 757 FOR ABOUT 4.1 MILES TO THE ENTRANCE TO ST. ANDREWS STATE
 BE1478'PARK AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE
 BE1478'CONCRETE MONUMENT 4 INCHES BELOW THE GROUND.  IT IS APPROXIMATELY 250
 BE1478'FEET SOUTH-SOUTHWEST OF ENTRANCE GATE TO ST. ANDREWS STATE PARK, 123.7
 BE1478'FEET SOUTH-SOUTHWEST OF SOUTH CORNER OF FENCE AROUND A GOVERNMENT
 BE1478'BUILDING, 1.7 FEET EAST OF A CHAIN LINK FENCE AND 1.2 FEET EAST OF A
 BE1478'METAL WITNESS POST.  SECTION 15, T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1520 ***********************************************************************
 BE1520  DESIGNATION -  46 76 B33
 BE1520  PID         -  BE1520
 BE1520  STATE/COUNTY-  FL/BAY
 BE1520  COUNTRY     -  US
 BE1520  USGS QUAD   -  PANAMA CITY (2018)
 BE1520
 BE1520                         *CURRENT SURVEY CONTROL
 BE1520  ______________________________________________________________________
 BE1520* NAD 83(1990) POSITION- 30 07 30.95557(N) 085 44 07.76392(W)   ADJUSTED
 BE1520* NAVD 88 ORTHO HEIGHT -     7.991 (meters)       26.22  (feet) ADJUSTED
 BE1520  ______________________________________________________________________
 BE1520  GEOID HEIGHT    -        -27.652 (meters)                     GEOID18
 BE1520  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 BE1520  DYNAMIC HEIGHT  -          7.980 (meters)       26.18  (feet) COMP
 BE1520  MODELED GRAVITY -    979,317.4   (mgal)                       NAVD 88
 BE1520
 BE1520  HORZ ORDER      -  SECOND
 BE1520  VERT ORDER      -  SECOND    CLASS II
 BE1520
 BE1520.The horizontal coordinates were established by classical geodetic methods
 BE1520.and adjusted by the National Geodetic Survey in May 1991.
 BE1520
 BE1520.The orthometric height was determined by differential leveling and
 BE1520.adjusted by the NATIONAL GEODETIC SURVEY
 BE1520.in June 1991.
 BE1520
 BE1520.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1520.GEOID18 height accuracy estimate available here.
 BE1520
 BE1520.Click photographs - Photos may exist for this station.
 BE1520
 BE1520.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1520
 BE1520.The dynamic height is computed by dividing the NAVD 88
 BE1520.geopotential number by the normal gravity value computed on the
 BE1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1520.degrees latitude (g = 980.6199 gals.).
 BE1520
 BE1520.The modeled gravity was interpolated from observed gravity values.
 BE1520
 BE1520. The following values were computed from the NAD 83(1990) position.
 BE1520
 BE1520;                    North         East     Units Scale Factor Converg.
 BE1520;SPC FL N     -   125,377.657   480,950.604   MT  0.99994870   -0 37 15.1
 BE1520;SPC FL N     -   411,343.20  1,577,918.77   sFT  0.99994870   -0 37 15.1
 BE1520;UTM  16      - 3,333,340.608   621,810.548   MT  0.99978306   +0 38 05.0
 BE1520
 BE1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1520!SPC FL N     -   1.00000309  x   0.99994870  =   0.99995179
 BE1520!UTM  16      -   1.00000309  x   0.99978306  =   0.99978615
 BE1520
 BE1520:                Primary Azimuth Mark                     Grid Az
 BE1520:SPC FL N     -  USN STAGE 2 DISH ANTENNA                 262 54 23.0
 BE1520:UTM  16      -  USN STAGE 2 DISH ANTENNA                 261 39 02.9
 BE1520
 BE1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2181033340(NAD 83)
 BE1520
 BE1520|---------------------------------------------------------------------|
 BE1520| PID    Reference Object                     Distance      Geod. Az  |
 BE1520|                                                           dddmmss.s |
 BE1520| BE1400 46 76 B33 RM 1                       23.939 METERS 13010     |
 BE1520| BE3724 USN STAGE 2 DISH ANTENNA            APPROX. 3.8 KM 2621707.9 |
 BE1520| BE1479 46 76 B33 RM 2                       20.162 METERS 33426     |
 BE1520|---------------------------------------------------------------------|
 BE1520
 BE1520                          SUPERSEDED SURVEY CONTROL
 BE1520
 BE1520  NAD 83(1986)-  30 07 30.96675(N)    085 44 07.77237(W) AD(       ) 2
 BE1520  NAD 27      -  30 07 30.23550(N)    085 44 08.02218(W) AD(       ) 2
 BE1520  NGVD 29 (07/19/86)    8.12   (m)           26.6    (f) LEVELING    3  
 BE1520
 BE1520.Superseded values are not recommended for survey control.
 BE1520
 BE1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1520.See file dsdata.pdf to determine how the superseded data were derived.
 BE1520
 BE1520_MARKER: DD = SURVEY DISK
 BE1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1520_STAMPING: 46 76 B33
 BE1520_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1520+STABILITY: SURFACE MOTION
 BE1520
 BE1520  HISTORY     - Date     Condition        Report By
 BE1520  HISTORY     - 1976     MONUMENTED       FLDT
 BE1520  HISTORY     - 1977     GOOD             FLDT
 BE1520  HISTORY     - 1980     GOOD             NOS
 BE1520  HISTORY     - 1983     GOOD             NOS
 BE1520
 BE1520                          STATION DESCRIPTION
 BE1520
 BE1520'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1520'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF PANAMA CITY AND
 BE1520'ABOUT 11-1/2 MILES SOUTHEAST OF PANAMA CITY BEACH, IN ST. ANDREWS
 BE1520'STATE PARK.
 BE1520'
 BE1520'TO REACH STATION FROM THE CITY HALL IN PANAMA CITY BEACH.  GO
 BE1520'SOUTHWEST ON STATE ROUTE 79 FOR 0.4 MILE TO THE INTERSECTION OF
 BE1520'U.S. ROUTE 98.  TURN LEFT AND GO SOUTHEAST ON U.S. ROUTE 98 FOR
 BE1520'2.2 MILES TO THE INTERSECTION OF STATE ROUTE 392.  BEAR LEFT AND
 BE1520'GO SOUTHEAST ON STATE ROUTE 392 FOR 8.6 MILES TO THE ENTRANCE
 BE1520'TO ST. ANDREWS STATE PARK, CONTINUE IN A SOUTHEASTERLY DIRECTION
 BE1520'ON PARK ROAD FOR 1.4 MILES TO SHOWER HOUSE BUILDING NUMBER 40
 BE1520'AND STATION BETWEEN SHOWER HOUSE AND GULF OF MEXICO.
 BE1520'
 BE1520'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1520'BRASS DISK, STAMPED 46 76 B33, SET IN THE TOP OF A ROUND CONCRETE
 BE1520'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 2.5 FEET NORTH OF A
 BE1520'METAL WITNESS POST, 11.0 FEET NORTH OF SOUTH EDGE OF SAND DUNE,
 BE1520'50.0 FEET WEST OF WEST SIDE OF WOODEN WALK AND 87.0 FEET SOUTH
 BE1520'OF SOUTHWEST CORNER OF SHOWER HOUSE.
 BE1520'
 BE1520'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1520'TRANSPORTATION BRASS DISK, STAMPED 46 76 B33 RM NO1, SET IN THE
 BE1520'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1520'GROUND.  IT IS 1.5 FEET SOUTH OF A METAL WITNESS POST, 20.5 FEET
 BE1520'EAST OF EAST SIDE OF WOODEN WALK TO BEACH, 29.0 FEET NORTH OF
 BE1520'SOUTHEDGE OF SAND DUNE AND 63.5 FEET SOUTH OF THE SOUTHEAST
 BE1520'CORNER OF SHOWER HOUSE.
 BE1520'
 BE1520'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1520'TRANSPORTATION BRASS DISK, STAMPED 46 76 B33 RM NO2, SET IN THE
 BE1520'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
 BE1520'GROUND.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS POST, 38.0
 BE1520'FEET NORTH OF SOUTH EDGE OF SAND DUNE, 110.0 FEET SOUTHWEST OF
 BE1520'SOUTHWEST CORNER OF SHOWER HOUSE AND 114.0 FEET WEST OF WEST
 BE1520'SIDE OF WOODEN WALK TO BEACH.
 BE1520
 BE1520                          STATION RECOVERY (1977)
 BE1520
 BE1520'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1520'6.1 MI SE FROM PANAMA CITY.
 BE1520'FROM THE WEST END OF HATHAWAY BRIDGE OVER ST. ANDREW BAY IN PANAMA
 BE1520'CITY.  GO WEST ON U.S. ROUTE 98 FOR ABOUT 0.7 MILE TO THE INTERSECTION
 BE1520'OF STATE ROUTE 757 (THOMAS DRIVE), THEN GO SOUTHEASTERLY ON STATE
 BE1520'ROUTE 757 FOR ABOUT 4.1 MILES TO THE ENTRANCE OF ST. ANDREWS STATE
 BE1520'PARK.  CONTINUE IN A SOUTHEASTERLY DIRECTION ON PARK ROAD FOR ABOUT
 BE1520'1.3 MILES TO SHOWER HOUSE NUMBER 40 AND STATION MARK.  WHICH IS SET IN
 BE1520'THE TOP OF A ROUND CONCRETE MONUMENT 2 INCHES BELOW THE GROUND. IT IS
 BE1520'87.0 FEET SOUTH OF THE SOUTHWEST CORNER OF SHOWER HOUSE, 50.0 FEET
 BE1520'WEST OF WEST SIDE OF WOODEN WALK TO BEACH, 11.0 FEET NORTH OF SOUTH
 BE1520'EDGE OF SAND DUNE AND 2.5 FEET NORTH OF A METAL WITNESS POST. SECTION
 BE1520'22, T 4S, R 15W.
 BE1520
 BE1520                          STATION RECOVERY (1980)
 BE1520
 BE1520'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1980 (RHH)
 BE1520'THE STATION WAS RECOVERED IN GOOD CONDITION AND AS PREVIOUSLY
 BE1520'DESCRIBED.
 BE1520'
 BE1520'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS.
 BE1520
 BE1520                          STATION RECOVERY (1983)
 BE1520
 BE1520'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RDC)
 BE1520'THE STATION WAS RECOVERED AT THIS DATE.
 BE1520'THE STATIONS POSITION WAS VERIFIED AT THIS TIME.
 BE1520'
 BE1520'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BE1520'
 BE1520'RECOVERED BY R DECROIX.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1400 ***********************************************************************
 BE1400  DESIGNATION -  46 76 B33 RM 1
 BE1400  PID         -  BE1400
 BE1400  STATE/COUNTY-  FL/BAY
 BE1400  COUNTRY     -  US
 BE1400  USGS QUAD   -  PANAMA CITY (2018)
 BE1400
 BE1400                         *CURRENT SURVEY CONTROL
 BE1400  ______________________________________________________________________
 BE1400* NAD 83(1986) POSITION- 30 07 30.45   (N) 085 44 07.08   (W)   HD_HELD1
 BE1400* NAVD 88 ORTHO HEIGHT -     6.540 (meters)       21.46  (feet) ADJUSTED
 BE1400  ______________________________________________________________________
 BE1400  GEOID HEIGHT    -        -27.652 (meters)                     GEOID18
 BE1400  DYNAMIC HEIGHT  -          6.531 (meters)       21.43  (feet) COMP
 BE1400  MODELED GRAVITY -    979,317.4   (mgal)                       NAVD 88
 BE1400
 BE1400  VERT ORDER      -  SECOND    CLASS II
 BE1400
 BE1400.The horizontal coordinates were determined by differentially corrected
 BE1400.hand held GPS observations or other comparable positioning techniques
 BE1400.and have an estimated accuracy of +/- 3 meters.
 BE1400
 BE1400.The orthometric height was determined by differential leveling and
 BE1400.adjusted by the NATIONAL GEODETIC SURVEY
 BE1400.in June 1991.
 BE1400
 BE1400.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1400.GEOID18 height accuracy estimate available here.
 BE1400
 BE1400.Click photographs - Photos may exist for this station.
 BE1400
 BE1400.The dynamic height is computed by dividing the NAVD 88
 BE1400.geopotential number by the normal gravity value computed on the
 BE1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1400.degrees latitude (g = 980.6199 gals.).
 BE1400
 BE1400.The modeled gravity was interpolated from observed gravity values.
 BE1400
 BE1400;                    North         East    Units  Estimated Accuracy
 BE1400;SPC FL N     -   125,361.9     480,968.7     MT  (+/- 3 meters HH1 GPS) 
 BE1400
 BE1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2182933325(NAD 83)
 BE1400
 BE1400                          SUPERSEDED SURVEY CONTROL
 BE1400
 BE1400.No superseded survey control is available for this station.
 BE1400
 BE1400_MARKER: DD = SURVEY DISK
 BE1400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1400_STAMPING: 46 76 B33 RM NO 1
 BE1400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1400+STABILITY: SURFACE MOTION
 BE1400
 BE1400  HISTORY     - Date     Condition        Report By
 BE1400  HISTORY     - 1976     MONUMENTED       FLDT
 BE1400  HISTORY     - 1977     GOOD             FLDT
 BE1400
 BE1400                          STATION DESCRIPTION
 BE1400
 BE1400'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1400'6.1 MI SE FROM PANAMA CITY.
 BE1400'FROM THE WEST END OF HATHAWAY BRIDGE OVER ST. ANDREW BAY IN PANAMA
 BE1400'CITY.  GO WEST ON U.S. ROUTE 98 FOR ABOUT 0.7 MILE TO THE INTERSECTION
 BE1400'OF STATE ROUTE 757 (THOMAS DRIVE), THEN GO SOUTHEASTERLY ON STATE
 BE1400'ROUTE 757 FOR ABOUT 4.1 MILES TO THE ENTRANCE TO ST. ANDREWS STATE
 BE1400'PARK.  CONTINUE IN A SOUTHEASTERLY DIRECTION ON PARK ROAD FOR ABOUT
 BE1400'1.3 MILES TO SHOWER HOUSE NUMBER 40 AND REFERENCE MARK.  WHICH IS SET
 BE1400'IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW THE
 BE1400'GROUND.  IT IS 63.5 FEET SOUTH OF THE SOUTHEAST CORNER OF SHOWER
 BE1400'HOUSE, 29.0 FEET NORTH OF SOUTH EDGE OF SAND DUNE, 20.5 FEET EAST OF
 BE1400'EAST EDGE OF WOODEN WALK TO BEACH AND 1.5 FEET SOUTH OF A METAL
 BE1400'WITNESS POST.  SECTION 22, T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1479 ***********************************************************************
 BE1479  DESIGNATION -  46 76 B33 RM 2
 BE1479  PID         -  BE1479
 BE1479  STATE/COUNTY-  FL/BAY
 BE1479  COUNTRY     -  US
 BE1479  USGS QUAD   -  PANAMA CITY (2018)
 BE1479
 BE1479                         *CURRENT SURVEY CONTROL
 BE1479  ______________________________________________________________________
 BE1479* NAD 83(1986) POSITION- 30 07 31.55   (N) 085 44 08.09   (W)   HD_HELD1
 BE1479* NAVD 88 ORTHO HEIGHT -     6.897 (meters)       22.63  (feet) ADJUSTED
 BE1479  ______________________________________________________________________
 BE1479  GEOID HEIGHT    -        -27.652 (meters)                     GEOID18
 BE1479  DYNAMIC HEIGHT  -          6.888 (meters)       22.60  (feet) COMP
 BE1479  MODELED GRAVITY -    979,317.4   (mgal)                       NAVD 88
 BE1479
 BE1479  VERT ORDER      -  SECOND    CLASS II
 BE1479
 BE1479.The horizontal coordinates were determined by differentially corrected
 BE1479.hand held GPS observations or other comparable positioning techniques
 BE1479.and have an estimated accuracy of +/- 3 meters.
 BE1479
 BE1479.The orthometric height was determined by differential leveling and
 BE1479.adjusted by the NATIONAL GEODETIC SURVEY
 BE1479.in June 1991.
 BE1479
 BE1479.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1479.GEOID18 height accuracy estimate available here.
 BE1479
 BE1479.Click photographs - Photos may exist for this station.
 BE1479
 BE1479.The dynamic height is computed by dividing the NAVD 88
 BE1479.geopotential number by the normal gravity value computed on the
 BE1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1479.degrees latitude (g = 980.6199 gals.).
 BE1479
 BE1479.The modeled gravity was interpolated from observed gravity values.
 BE1479
 BE1479;                    North         East    Units  Estimated Accuracy
 BE1479;SPC FL N     -   125,396.1     480,942.1     MT  (+/- 3 meters HH1 GPS) 
 BE1479
 BE1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2180133358(NAD 83)
 BE1479
 BE1479                          SUPERSEDED SURVEY CONTROL
 BE1479
 BE1479.No superseded survey control is available for this station.
 BE1479
 BE1479_MARKER: DD = SURVEY DISK
 BE1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1479_STAMPING: 46 76 B33 RM NO 2
 BE1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1479+STABILITY: SURFACE MOTION
 BE1479
 BE1479  HISTORY     - Date     Condition        Report By
 BE1479  HISTORY     - 1976     MONUMENTED       FLDT
 BE1479  HISTORY     - 1977     GOOD             FLDT
 BE1479
 BE1479                          STATION DESCRIPTION
 BE1479
 BE1479'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1479'6.1 MI SE FROM PANAMA CITY.
 BE1479'FROM THE WEST END OF HATHAWAY BRIDGE OVER ST. ANDREW BAY IN PANAMA
 BE1479'CITY.  GO WEST ON U.S. ROUTE 98 FOR ABOUT 0.7 MILE TO THE INTERSECTION
 BE1479'OF STATE ROUTE 757 (THOMAS DRIVE), THEN GO SOUTHEASTERLY ON STATE
 BE1479'ROUTE 757 FOR ABOUT 4.1 MILES TO THE ENTRANCE OF ST. ANDREWS STATE
 BE1479'PARK.  CONTINUE IN A SOUTHEASTERLY DIRECTION ON PARK ROAD FOR ABOUT
 BE1479'1.3 MILES TO SHOWER HOUSE NUMBER 40 AND REFERENCE MARK.  WHICH IS SET
 BE1479'IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES BELOW THE
 BE1479'GROUND.  IT IS 114.0 FEET WEST OF WEST SIDE OF WOODEN WALK, 110.0 FEET
 BE1479'SOUTHWEST OF SOUTHWEST CORNER OF SHOWER HOUSE, 38.0 FEET NORTH OF
 BE1479'SOUTH EDGE OF SAND DUNE AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.
 BE1479'SECTION 22, T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1521 ***********************************************************************
 BE1521  DESIGNATION -  46 76 B34
 BE1521  PID         -  BE1521
 BE1521  STATE/COUNTY-  FL/BAY
 BE1521  COUNTRY     -  US
 BE1521  USGS QUAD   -  BEACON BEACH (2018)
 BE1521
 BE1521                         *CURRENT SURVEY CONTROL
 BE1521  ______________________________________________________________________
 BE1521* NAD 83(1990) POSITION- 30 07 04.64093(N) 085 43 44.31692(W)   ADJUSTED
 BE1521* NAVD 88 ORTHO HEIGHT -     4.547 (meters)       14.92  (feet) ADJUSTED
 BE1521  ______________________________________________________________________
 BE1521  GEOID HEIGHT    -        -27.646 (meters)                     GEOID18
 BE1521  LAPLACE CORR    -         -0.82  (seconds)                    DEFLEC18
 BE1521  DYNAMIC HEIGHT  -          4.541 (meters)       14.90  (feet) COMP
 BE1521  MODELED GRAVITY -    979,316.8   (mgal)                       NAVD 88
 BE1521
 BE1521  HORZ ORDER      -  SECOND
 BE1521  VERT ORDER      -  SECOND    CLASS II
 BE1521
 BE1521.The horizontal coordinates were established by classical geodetic methods
 BE1521.and adjusted by the National Geodetic Survey in May 1991.
 BE1521
 BE1521.The orthometric height was determined by differential leveling and
 BE1521.adjusted by the NATIONAL GEODETIC SURVEY
 BE1521.in June 1991.
 BE1521
 BE1521.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1521.GEOID18 height accuracy estimate available here.
 BE1521
 BE1521.Click photographs - Photos may exist for this station.
 BE1521
 BE1521.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1521
 BE1521.The dynamic height is computed by dividing the NAVD 88
 BE1521.geopotential number by the normal gravity value computed on the
 BE1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1521.degrees latitude (g = 980.6199 gals.).
 BE1521
 BE1521.The modeled gravity was interpolated from observed gravity values.
 BE1521
 BE1521. The following values were computed from the NAD 83(1990) position.
 BE1521
 BE1521;                    North         East     Units Scale Factor Converg.
 BE1521;SPC FL N     -   124,560.658   481,569.432   MT  0.99994880   -0 37 03.3
 BE1521;SPC FL N     -   408,662.76  1,579,949.04   sFT  0.99994880   -0 37 03.3
 BE1521;UTM  16      - 3,332,537.497   622,447.023   MT  0.99978498   +0 38 16.3
 BE1521
 BE1521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1521!SPC FL N     -   1.00000363  x   0.99994880  =   0.99995243
 BE1521!UTM  16      -   1.00000363  x   0.99978498  =   0.99978861
 BE1521
 BE1521:                Primary Azimuth Mark                     Grid Az
 BE1521:SPC FL N     -  EAST BEACH                               126 13 38.2
 BE1521:UTM  16      -  EAST BEACH                               124 58 18.6
 BE1521
 BE1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2244732537(NAD 83)
 BE1521
 BE1521|---------------------------------------------------------------------|
 BE1521| PID    Reference Object                     Distance      Geod. Az  |
 BE1521|                                                           dddmmss.s |
 BE1521| BE1401 46 76 B34 RM 1                       24.095 METERS 04654     |
 BE1521| CW3005 EAST BEACH                                         1253634.9 |
 BE1521| BE1480 46 76 B34 RM 2                       18.815 METERS 13746     |
 BE1521|---------------------------------------------------------------------|
 BE1521
 BE1521                          SUPERSEDED SURVEY CONTROL
 BE1521
 BE1521  NAD 83(1986)-  30 07 04.65222(N)    085 43 44.32542(W) AD(       ) 2
 BE1521  NAD 27      -  30 07 03.92117(N)    085 43 44.57594(W) AD(       ) 2
 BE1521  NGVD 29 (07/19/86)    4.68   (m)           15.4    (f) LEVELING    3  
 BE1521
 BE1521.Superseded values are not recommended for survey control.
 BE1521
 BE1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1521.See file dsdata.pdf to determine how the superseded data were derived.
 BE1521
 BE1521_MARKER: DD = SURVEY DISK
 BE1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1521_STAMPING: 46 76 B34
 BE1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1521+STABILITY: SURFACE MOTION
 BE1521
 BE1521  HISTORY     - Date     Condition        Report By
 BE1521  HISTORY     - 1976     MONUMENTED       FLDT
 BE1521  HISTORY     - 1977     GOOD             FLDT
 BE1521  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BE1521
 BE1521                          STATION DESCRIPTION
 BE1521
 BE1521'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1521'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF PANAMA CITY
 BE1521'AND ABOUT 9 MILES WEST OF CALLAWAY, ON TOP OF A SAND DUNE, NEAR
 BE1521'THE NORTHWEST END OF SHELL ISLAND, ON THE SOUTHWEST SIDE OF
 BE1521'ISLAND OR GULF OF MEXICO SIDE.
 BE1521'
 BE1521'STATION CAN BE REACHED BY BOAT FROM PANAMA CITY.  BOAT CAN BE
 BE1521'DOCKED ON THE EAST SIDE OF THE SOUTHEAST ROCK JETTY OF GRANTS
 BE1521'CUT.
 BE1521'
 BE1521'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1521'BRASS DISK, STAMPED 46 76 B34, SET IN THE TOP OF A ROUND
 BE1521'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 3.2 FEET SOUTH
 BE1521'OF A METAL WITNESS POST, 26.0 FEET EAST OF EAST GRASS LINE OF
 BE1521'SAND DUNE, 55.0 FEET NORTH OF SOUTH GRASS LINE, APPROXIMATELY
 BE1521'100.0 FEET NORTH OF HIGH TIDE MARK AND APPROXIMATELY 377.0 FEET
 BE1521'EAST OF EAST ROCK JETTY OF GRANTS CUT.
 BE1521'
 BE1521'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1521'TRANSPORTATION BRASS DISK, STAMPED 46 76 B34 RM NO1, SET IN
 BE1521'THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 BE1521'GROUND.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS POST AND
 BE1521'APPROXIMATELY 377.0 FEET EAST OF EAST ROCK JETTY OF GRANTS CUT.
 BE1521'
 BE1521'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1521'TRANSPORTATION BRASS DISK, STAMPED 46 76 B34 RM NO2, SET IN THE
 BE1521'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 BE1521'GROUND.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS POST, 48.0
 BE1521'FEET NORTH OF SOUTH EDGE OF GRASS LINE OF SAND DUNE AND
 BE1521'APPROXIMATELY 100.0 FEET NORTH OF HIGH TIDE MARK.
 BE1521'
 BE1521'EAST BEACH 1937 USED FOR AZIMUTH MARK.  TO REACH FROM STATION,
 BE1521'GO IN A SOUTHEAST DIRECTION BY FOOT FOR 0.4 MILE AND AZIMUTH
 BE1521'MARK.  AZIMUTH MARK IS A STANDARD, U.S. ENGINEER BRASS DISK,
 BE1521'STAMPED EAST BEACH 1937, SET IN THE TOP OF IRON PIPE FILLED
 BE1521'WITH CONCRETE PROJECTING 14 INCHES ABOVE THE GROUND.  IT IS 15
 BE1521'FEET SOUTHWEST OF TOP OF SAND DUNE, 49 FEET WEST OF CENTER OF
 BE1521'GAP IN SAND DUNE LINE AND APPROXIMATELY 18.0 FEET NORTH OF SAND
 BE1521'DUNE LINE.
 BE1521
 BE1521                          STATION RECOVERY (1977)
 BE1521
 BE1521'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1521'5.5 MI SW FROM PANAMA CITY.
 BE1521'STATION MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1521'PANAMA CITY.  BOAT CAN BE DOCKED ON THE EAST SIDE OF THE EAST ROCK
 BE1521'JETTY OF GRANTS CUT.  TO REACH FROM THIS POINT GO SOUTHEAST BY FOOT
 BE1521'FOR APPROXIMATELY 400 FEET TO TOP OF SAND DUNE, NEAR THE GULF OF
 BE1521'MEXICO SIDE OF ISLAND AND STATION MARK.  WHICH IS SET IN THE TOP OF A
 BE1521'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS APPROXIMATELY
 BE1521'377 FEET EAST OF ROCK JETTY, ABOUT 100 FEET NORTH OF HIGH TIDE MARK,
 BE1521'55.0 FEET NORTH OF SOUTH GRASS LINE OF SAND DUNE, 26.0 FEET EAST OF
 BE1521'EAST GRASS LINE OF SAND DUNE AND 3.2 FEET SOUTH OF A METAL WITNESS
 BE1521'POST.  SECTION 26, T 4S, R 15W.
 BE1521
 BE1521                          STATION RECOVERY (1988)
 BE1521
 BE1521'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE1521'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1401 ***********************************************************************
 BE1401  DESIGNATION -  46 76 B34 RM 1
 BE1401  PID         -  BE1401
 BE1401  STATE/COUNTY-  FL/BAY
 BE1401  COUNTRY     -  US
 BE1401  USGS QUAD   -  BEACON BEACH (2018)
 BE1401
 BE1401                         *CURRENT SURVEY CONTROL
 BE1401  ______________________________________________________________________
 BE1401* NAD 83(1986) POSITION- 30 07 05.18   (N) 085 43 43.66   (W)   HD_HELD1
 BE1401* NAVD 88 ORTHO HEIGHT -     3.589 (meters)       11.77  (feet) ADJUSTED
 BE1401  ______________________________________________________________________
 BE1401  GEOID HEIGHT    -        -27.646 (meters)                     GEOID18
 BE1401  DYNAMIC HEIGHT  -          3.585 (meters)       11.76  (feet) COMP
 BE1401  MODELED GRAVITY -    979,316.9   (mgal)                       NAVD 88
 BE1401
 BE1401  VERT ORDER      -  SECOND    CLASS II
 BE1401
 BE1401.The horizontal coordinates were determined by differentially corrected
 BE1401.hand held GPS observations or other comparable positioning techniques
 BE1401.and have an estimated accuracy of +/- 3 meters.
 BE1401
 BE1401.The orthometric height was determined by differential leveling and
 BE1401.adjusted by the NATIONAL GEODETIC SURVEY
 BE1401.in June 1991.
 BE1401
 BE1401.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1401.GEOID18 height accuracy estimate available here.
 BE1401
 BE1401.Click photographs - Photos may exist for this station.
 BE1401
 BE1401.The dynamic height is computed by dividing the NAVD 88
 BE1401.geopotential number by the normal gravity value computed on the
 BE1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1401.degrees latitude (g = 980.6199 gals.).
 BE1401
 BE1401.The modeled gravity was interpolated from observed gravity values.
 BE1401
 BE1401;                    North         East    Units  Estimated Accuracy
 BE1401;SPC FL N     -   124,577.1     481,587.2     MT  (+/- 3 meters HH1 GPS) 
 BE1401
 BE1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2246432554(NAD 83)
 BE1401
 BE1401                          SUPERSEDED SURVEY CONTROL
 BE1401
 BE1401.No superseded survey control is available for this station.
 BE1401
 BE1401_MARKER: DD = SURVEY DISK
 BE1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1401_STAMPING: 46 76 B34 RM NO 1
 BE1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1401+STABILITY: SURFACE MOTION
 BE1401
 BE1401  HISTORY     - Date     Condition        Report By
 BE1401  HISTORY     - 1976     MONUMENTED       FLDT
 BE1401  HISTORY     - 1977     GOOD             FLDT
 BE1401  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BE1401
 BE1401                          STATION DESCRIPTION
 BE1401
 BE1401'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1401'5.5 MI SW FROM PANAMA CITY.
 BE1401'REFERENCE MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1401'PANAMA CITY.  BOAT CAN BE DOCKED ON THE EAST SIDE OF THE EAST ROCK
 BE1401'JETTY OF GRANTS CUT.  TO REACH FROM THIS POINT, GO SOUTHEAST BY FOOT
 BE1401'FOR APPROXIMATELY 400 FEET TO TOP OF SAND DUNE, NEAR THE GULF OF
 BE1401'MEXICO SIDE OF ISLAND AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF
 BE1401'A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 BE1401'ABOUT 377 FEET EAST OF ROCK JETTY AND 1.0 FOOT SOUTH OF A METAL
 BE1401'WITNESS POST.  SECTION 26, T 4S, R 15W.
 BE1401
 BE1401                          STATION RECOVERY (1988)
 BE1401
 BE1401'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE1401'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1480 ***********************************************************************
 BE1480  DESIGNATION -  46 76 B34 RM 2
 BE1480  PID         -  BE1480
 BE1480  STATE/COUNTY-  FL/BAY
 BE1480  COUNTRY     -  US
 BE1480  USGS QUAD   -  BEACON BEACH (2018)
 BE1480
 BE1480                         *CURRENT SURVEY CONTROL
 BE1480  ______________________________________________________________________
 BE1480* NAD 83(1986) POSITION- 30 07 04.19   (N) 085 43 43.84   (W)   HD_HELD1
 BE1480* NAVD 88 ORTHO HEIGHT -     3.785 (meters)       12.42  (feet) ADJUSTED
 BE1480  ______________________________________________________________________
 BE1480  GEOID HEIGHT    -        -27.646 (meters)                     GEOID18
 BE1480  DYNAMIC HEIGHT  -          3.780 (meters)       12.40  (feet) COMP
 BE1480  MODELED GRAVITY -    979,316.9   (mgal)                       NAVD 88
 BE1480
 BE1480  VERT ORDER      -  SECOND    CLASS II
 BE1480
 BE1480.The horizontal coordinates were determined by differentially corrected
 BE1480.hand held GPS observations or other comparable positioning techniques
 BE1480.and have an estimated accuracy of +/- 3 meters.
 BE1480
 BE1480.The orthometric height was determined by differential leveling and
 BE1480.adjusted by the NATIONAL GEODETIC SURVEY
 BE1480.in June 1991.
 BE1480
 BE1480.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1480.GEOID18 height accuracy estimate available here.
 BE1480
 BE1480.Click photographs - Photos may exist for this station.
 BE1480
 BE1480.The dynamic height is computed by dividing the NAVD 88
 BE1480.geopotential number by the normal gravity value computed on the
 BE1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1480.degrees latitude (g = 980.6199 gals.).
 BE1480
 BE1480.The modeled gravity was interpolated from observed gravity values.
 BE1480
 BE1480;                    North         East    Units  Estimated Accuracy
 BE1480;SPC FL N     -   124,546.6     481,582.0     MT  (+/- 3 meters HH1 GPS) 
 BE1480
 BE1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2245932523(NAD 83)
 BE1480
 BE1480                          SUPERSEDED SURVEY CONTROL
 BE1480
 BE1480.No superseded survey control is available for this station.
 BE1480
 BE1480_MARKER: DD = SURVEY DISK
 BE1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1480_STAMPING: 46 76 B34 RM NO 2
 BE1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1480+STABILITY: SURFACE MOTION
 BE1480
 BE1480  HISTORY     - Date     Condition        Report By
 BE1480  HISTORY     - 1976     MONUMENTED       FLDT
 BE1480  HISTORY     - 1977     GOOD             FLDT
 BE1480  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BE1480
 BE1480                          STATION DESCRIPTION
 BE1480
 BE1480'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1480'5.5 MI SW FROM PANAMA CITY.
 BE1480'REFERENCE MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1480'PANAMA CITY.  BOAT CAN BE DOCKED ON THE EAST SIDE OF THE EAST JETTY OF
 BE1480'GRANTS CUT.  TO REACH FROM THIS POINT GO SOUTHEAST BY FOOT FOR ABOUT
 BE1480'400 FEET TO TOP OF SAND DUNE, NEAR THE GULF OF MEXICO SIDE OF ISLAND
 BE1480'AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1480'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS ABOUT 100 FEET NORTH
 BE1480'OF HIGH TIDE MARK, 48.0 FEET NORTH OF SOUTH EDGE OF GRASS LINE OF SAND
 BE1480'DUNE AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.  SECTION 26, T 4S, R
 BE1480'15W.
 BE1480
 BE1480                          STATION RECOVERY (1988)
 BE1480
 BE1480'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE1480'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1522 ***********************************************************************
 BE1522  DESIGNATION -  46 76 B35
 BE1522  PID         -  BE1522
 BE1522  STATE/COUNTY-  FL/BAY
 BE1522  COUNTRY     -  US
 BE1522  USGS QUAD   -  BEACON BEACH (2018)
 BE1522
 BE1522                         *CURRENT SURVEY CONTROL
 BE1522  ______________________________________________________________________
 BE1522* NAD 83(1990) POSITION- 30 06 32.21623(N) 085 42 54.90547(W)   ADJUSTED
 BE1522* NAVD 88 ORTHO HEIGHT -     5.765 (meters)       18.91  (feet) ADJUSTED
 BE1522  ______________________________________________________________________
 BE1522  GEOID HEIGHT    -        -27.642 (meters)                     GEOID18
 BE1522  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 BE1522  DYNAMIC HEIGHT  -          5.757 (meters)       18.89  (feet) COMP
 BE1522  MODELED GRAVITY -    979,316.0   (mgal)                       NAVD 88
 BE1522
 BE1522  HORZ ORDER      -  SECOND
 BE1522  VERT ORDER      -  SECOND    CLASS II
 BE1522
 BE1522.The horizontal coordinates were established by classical geodetic methods
 BE1522.and adjusted by the National Geodetic Survey in May 1991.
 BE1522
 BE1522.The orthometric height was determined by differential leveling and
 BE1522.adjusted by the NATIONAL GEODETIC SURVEY
 BE1522.in June 1991.
 BE1522
 BE1522.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1522.GEOID18 height accuracy estimate available here.
 BE1522
 BE1522.Click photographs - Photos may exist for this station.
 BE1522
 BE1522.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1522
 BE1522.The dynamic height is computed by dividing the NAVD 88
 BE1522.geopotential number by the normal gravity value computed on the
 BE1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1522.degrees latitude (g = 980.6199 gals.).
 BE1522
 BE1522.The modeled gravity was interpolated from observed gravity values.
 BE1522
 BE1522. The following values were computed from the NAD 83(1990) position.
 BE1522
 BE1522;                    North         East     Units Scale Factor Converg.
 BE1522;SPC FL N     -   123,548.139   482,881.391   MT  0.99994895   -0 36 38.5
 BE1522;SPC FL N     -   405,340.85  1,584,253.36   sFT  0.99994895   -0 36 38.5
 BE1522;UTM  16      - 3,331,554.123   623,780.634   MT  0.99978903   +0 38 40.5
 BE1522
 BE1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1522!SPC FL N     -   1.00000344  x   0.99994895  =   0.99995239
 BE1522!UTM  16      -   1.00000344  x   0.99978903  =   0.99979247
 BE1522
 BE1522:                Primary Azimuth Mark                     Grid Az
 BE1522:SPC FL N     -  46 76 B35 AZ MK                          130 20 20.0
 BE1522:UTM  16      -  46 76 B35 AZ MK                          129 05 01.0
 BE1522
 BE1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2378031554(NAD 83)
 BE1522
 BE1522|---------------------------------------------------------------------|
 BE1522| PID    Reference Object                     Distance      Geod. Az  |
 BE1522|                                                           dddmmss.s |
 BE1522| CW1689 46 76 B35 AZ MK                                    1294341.5 |
 BE1522| BE1402 46 76 B35 RM 1                       13.787 METERS 15110     |
 BE1522| BE1481 46 76 B35 RM 2                       20.450 METERS 26302     |
 BE1522|---------------------------------------------------------------------|
 BE1522
 BE1522                          SUPERSEDED SURVEY CONTROL
 BE1522
 BE1522  NAD 83(1986)-  30 06 32.22771(N)    085 42 54.91433(W) AD(       ) 2
 BE1522  NAD 27      -  30 06 31.49720(N)    085 42 55.16721(W) AD(       ) 2
 BE1522  NGVD 29 (07/19/86)    5.90   (m)           19.4    (f) LEVELING    3  
 BE1522
 BE1522.Superseded values are not recommended for survey control.
 BE1522
 BE1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1522.See file dsdata.pdf to determine how the superseded data were derived.
 BE1522
 BE1522_MARKER: DD = SURVEY DISK
 BE1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1522_STAMPING: 46 76 B35
 BE1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1522+STABILITY: SURFACE MOTION
 BE1522
 BE1522  HISTORY     - Date     Condition        Report By
 BE1522  HISTORY     - 1976     MONUMENTED       FLDT
 BE1522  HISTORY     - 1977     GOOD             FLDT
 BE1522
 BE1522                          STATION DESCRIPTION
 BE1522
 BE1522'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1522'STATION IS LOCATED ABOUT 5-1/2 MILES SOUTHWEST OF PANAMA CITY AND
 BE1522'ABOUT 8 MILES WEST-SOUTHWEST OF CALLAWAY, ON TOP OF A SAND DUNE, ON
 BE1522'THE GULF OF MEXICO SIDE OF SHELL ISLAND.
 BE1522'
 BE1522'STATION CAN BE REACHED BY BOAT FROM PANAMA CITY.  BOAT CAN BE
 BE1522'DOCKED AT THE EAST SIDE OF THE EAST JETTY OF GRANTS CUT.  TO REACH
 BE1522'STATION FROM THIS POINT TRAVEL BY FOOT IN A SOUTHEAST DIRECTION
 BE1522'ALONG BEACH FOR 1.05 MILE AND STATION.
 BE1522'
 BE1522'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1522'TRANSPORTATION BRASS DISK, STAMPED 46 76 B35, SET IN THE TOP OF A
 BE1522'ROUND CONCRETE MONUMENT FLUSH WITH TOP OF GROUND.  IT IS 3.0 FEET
 BE1522'SOUTH OF A METAL WITNESS POST, 19.0 FEET EAST OF WEST EDGE OF THE
 BE1522'SAND DUNE, 25.3 FEET EAST-SOUTHEAST OF AN 18 INCH PALM TREE AND
 BE1522'68 FEET NORTH OF SOUTH EDGE OF SAND DUNE LINE.
 BE1522'
 BE1522'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1522'TRANSPORTATION BRASS DISK, STAMPED 46 76 B35 RM NO 1, SET IN THE
 BE1522'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH BELOW THE
 BE1522'GROUND.  IT IS 1.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BE1522'POST, 53 FEET NORTH OF SOUTH EDGE OF SAND DUNE LINE AND 70.0
 BE1522'FEET EAST-SOUTHEAST OF AN 18 INCH PALM TREE.
 BE1522'
 BE1522'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1522'TRANSPORTATION BRASS DISK, STAMPED 46 76 B35 RM NO 2, SET IN THE TOP
 BE1522'OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 BE1522'1.8 FEET SOUTH OF A METAL WITNESS POST, 28 FEET NORTH OF SOUTH
 BE1522'EDGE OF SAND DUNE LINE AND 67.5 FEET SOUTH OF AN 18 INCH PALM
 BE1522'TREE.
 BE1522'
 BE1522'R 105 USED FOR AZIMUTH MARK.  TO REACH FROM STATION, CONTINUE
 BE1522'SOUTHEAST BY FOOT FOR 0.3 MILE.  AZIMUTH MARK IS A STANDARD,
 BE1522'U.S. ENGINEER BRASS DISK, STAMPED R 105 1971, SET IN THE TOP OF
 BE1522'A 6 INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE THE
 BE1522'GROUND.  IT IS 6 FEET EAST OF WEST EDGE OF SAND DUNE AND 16 FEET
 BE1522'NORTH OF SOUTH VEGETATION LINE.
 BE1522
 BE1522                          STATION RECOVERY (1977)
 BE1522
 BE1522'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1522'5.5 MI SW FROM PANAMA CITY.
 BE1522'STATION MARK IS ON SHELL ISLAND, WHICH CAN BE REACHED BY BOAT FROM
 BE1522'PANAMA CITY.  BOAT CAN BE DOCKED ON THE EAST SIDE OF THE EAST JETTY OF
 BE1522'GRANTS CUT.  TO REACH FROM THIS POINT GO BY FOOT IN A SOUTHEASTERLY
 BE1522'DIRECTION FOR ABOUT 1.05 MILES AND STATION MARK.  WHICH IS SET IN THE
 BE1522'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. IT IS ON THE
 BE1522'GULF OF MEXICO SIDE OF SHELL ISLAND, 68.0 FEET NORTH OF SOUTH EDGE OF
 BE1522'SAND DUNE LINE, 25.3 FEET EAST-SOUTHEAST OF A 18 INCH PALM TREE, 19
 BE1522'FEET EAST OF WEST EDGE OF SAND DUNE AND 3.0 FEET SOUTH OF A METAL
 BE1522'WITNESS POST.  SECTION 26, T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1402 ***********************************************************************
 BE1402  DESIGNATION -  46 76 B35 RM 1
 BE1402  PID         -  BE1402
 BE1402  STATE/COUNTY-  FL/BAY
 BE1402  COUNTRY     -  US
 BE1402  USGS QUAD   -  BEACON BEACH (2018)
 BE1402
 BE1402                         *CURRENT SURVEY CONTROL
 BE1402  ______________________________________________________________________
 BE1402* NAD 83(1986) POSITION- 30 06 31.82   (N) 085 42 54.66   (W)   HD_HELD1
 BE1402* NAVD 88 ORTHO HEIGHT -     4.903 (meters)       16.09  (feet) ADJUSTED
 BE1402  ______________________________________________________________________
 BE1402  GEOID HEIGHT    -        -27.641 (meters)                     GEOID18
 BE1402  DYNAMIC HEIGHT  -          4.897 (meters)       16.07  (feet) COMP
 BE1402  MODELED GRAVITY -    979,316.0   (mgal)                       NAVD 88
 BE1402
 BE1402  VERT ORDER      -  SECOND    CLASS II
 BE1402
 BE1402.The horizontal coordinates were determined by differentially corrected
 BE1402.hand held GPS observations or other comparable positioning techniques
 BE1402.and have an estimated accuracy of +/- 3 meters.
 BE1402
 BE1402.The orthometric height was determined by differential leveling and
 BE1402.adjusted by the NATIONAL GEODETIC SURVEY
 BE1402.in June 1991.
 BE1402
 BE1402.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1402.GEOID18 height accuracy estimate available here.
 BE1402
 BE1402.Click photographs - Photos may exist for this station.
 BE1402
 BE1402.The dynamic height is computed by dividing the NAVD 88
 BE1402.geopotential number by the normal gravity value computed on the
 BE1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1402.degrees latitude (g = 980.6199 gals.).
 BE1402
 BE1402.The modeled gravity was interpolated from observed gravity values.
 BE1402
 BE1402;                    North         East    Units  Estimated Accuracy
 BE1402;SPC FL N     -   123,535.9     482,887.8     MT  (+/- 3 meters HH1 GPS) 
 BE1402
 BE1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2378731541(NAD 83)
 BE1402
 BE1402                          SUPERSEDED SURVEY CONTROL
 BE1402
 BE1402.No superseded survey control is available for this station.
 BE1402
 BE1402_MARKER: DD = SURVEY DISK
 BE1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1402_STAMPING: 46 76 B35 RM NO 1
 BE1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1402+STABILITY: SURFACE MOTION
 BE1402
 BE1402  HISTORY     - Date     Condition        Report By
 BE1402  HISTORY     - 1976     MONUMENTED       FLDT
 BE1402  HISTORY     - 1977     GOOD             FLDT
 BE1402  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BE1402
 BE1402                          STATION DESCRIPTION
 BE1402
 BE1402'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1402'5.5 MI SW FROM PANAMA CITY.
 BE1402'REFERENCE MARK IS ON SHELL ISLAND, WHICH CAN BE REACHED BY BOAT FROM
 BE1402'PANAMA CITY.  BOAT CAN BE DOCKED ON THE EAST SIDE OF THE EAST ROCK
 BE1402'JETTY OF GRANTS CUT.  TO REACH FROM THIS POINT GO BY FOOT IN A
 BE1402'SOUTHEASTERLY DIRECTION FOR ABOUT 1.05 MILES AND REFERENCE MARK. WHICH
 BE1402'IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW
 BE1402'THE GROUND.  IT IS ON THE GULF OF MEXICO SIDE OF SHELL ISLAND, 70.0
 BE1402'FEET EAST-SOUTHEAST OF A 18 INCH PALM TREE, 53.0 FEET NORTH OF SOUTH
 BE1402'EDGE OF SAND DUNE LINE AND 1.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BE1402'POST.  SECTION 26, T 4S, R 15W.
 BE1402
 BE1402                          STATION RECOVERY (1988)
 BE1402
 BE1402'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE1402'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1481 ***********************************************************************
 BE1481  DESIGNATION -  46 76 B35 RM 2
 BE1481  PID         -  BE1481
 BE1481  STATE/COUNTY-  FL/BAY
 BE1481  COUNTRY     -  US
 BE1481  USGS QUAD   -  BEACON BEACH (2018)
 BE1481
 BE1481                         *CURRENT SURVEY CONTROL
 BE1481  ______________________________________________________________________
 BE1481* NAD 83(1986) POSITION- 30 06 32.14   (N) 085 42 55.66   (W)   HD_HELD1
 BE1481* NAVD 88 ORTHO HEIGHT -     3.804 (meters)       12.48  (feet) ADJUSTED
 BE1481  ______________________________________________________________________
 BE1481  GEOID HEIGHT    -        -27.641 (meters)                     GEOID18
 BE1481  DYNAMIC HEIGHT  -          3.799 (meters)       12.46  (feet) COMP
 BE1481  MODELED GRAVITY -    979,316.0   (mgal)                       NAVD 88
 BE1481
 BE1481  VERT ORDER      -  SECOND    CLASS II
 BE1481
 BE1481.The horizontal coordinates were determined by differentially corrected
 BE1481.hand held GPS observations or other comparable positioning techniques
 BE1481.and have an estimated accuracy of +/- 3 meters.
 BE1481
 BE1481.The orthometric height was determined by differential leveling and
 BE1481.adjusted by the NATIONAL GEODETIC SURVEY
 BE1481.in June 1991.
 BE1481
 BE1481.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1481.GEOID18 height accuracy estimate available here.
 BE1481
 BE1481.Click photographs - Photos may exist for this station.
 BE1481
 BE1481.The dynamic height is computed by dividing the NAVD 88
 BE1481.geopotential number by the normal gravity value computed on the
 BE1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1481.degrees latitude (g = 980.6199 gals.).
 BE1481
 BE1481.The modeled gravity was interpolated from observed gravity values.
 BE1481
 BE1481;                    North         East    Units  Estimated Accuracy
 BE1481;SPC FL N     -   123,546.0     482,861.2     MT  (+/- 3 meters HH1 GPS) 
 BE1481
 BE1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2376031551(NAD 83)
 BE1481
 BE1481                          SUPERSEDED SURVEY CONTROL
 BE1481
 BE1481.No superseded survey control is available for this station.
 BE1481
 BE1481_MARKER: DD = SURVEY DISK
 BE1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1481_STAMPING: 46 76 B35 RM NO 2
 BE1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1481+STABILITY: SURFACE MOTION
 BE1481
 BE1481  HISTORY     - Date     Condition        Report By
 BE1481  HISTORY     - 1976     MONUMENTED       FLDT
 BE1481  HISTORY     - 1977     GOOD             FLDT
 BE1481  HISTORY     - 1988     GOOD             USPSQD
 BE1481
 BE1481                          STATION DESCRIPTION
 BE1481
 BE1481'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1481'5.5 MI SW FROM PANAMA CITY.
 BE1481'REFERENCE MARK IS ON SHELL ISLAND, WHICH CAN BE REACHED BY BOAT FROM
 BE1481'PANAMA CITY.  BOAT CAN BE DOCKED ON THE EAST SIDE OF THE EAST ROCK
 BE1481'JETTY OF GRANTS CUT.  TO REACH FROM THIS POINT GO BY FOOT IN A
 BE1481'SOUTHEASTERLY DIRECTION FOR ABOUT 1.05 MILES AND REFERENCE MARK. WHICH
 BE1481'IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE
 BE1481'GROUND.  IT IS ON THE GULF OF MEXICO SIDE OF SHELL ISLAND, 67.5 FEET
 BE1481'SOUTH OF A 18 INCH PALM TREE, 28.0 FEET NORTH OF SOUTH EDGE OF SAND
 BE1481'DUNE LINE AND 1.8 FEET SOUTH OF A METAL WITNESS POST. SECTION 26, T
 BE1481'4S, R 15W.
 BE1481
 BE1481                          STATION RECOVERY (1988)
 BE1481
 BE1481'RECOVERY NOTE BY US POWER SQUADRON 1988 (LJR)
 BE1481'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1403 ***********************************************************************
 BE1403  DESIGNATION -  46 76 B36 RM 1
 BE1403  PID         -  BE1403
 BE1403  STATE/COUNTY-  FL/BAY
 BE1403  COUNTRY     -  US
 BE1403  USGS QUAD   -  BEACON BEACH (2018)
 BE1403
 BE1403                         *CURRENT SURVEY CONTROL
 BE1403  ______________________________________________________________________
 BE1403* NAD 83(1986) POSITION- 30 05 55.62   (N) 085 41 54.66   (W)   HD_HELD1
 BE1403* NAVD 88 ORTHO HEIGHT -     1.696 (meters)        5.56  (feet) ADJUSTED
 BE1403  ______________________________________________________________________
 BE1403  GEOID HEIGHT    -        -27.636 (meters)                     GEOID18
 BE1403  DYNAMIC HEIGHT  -          1.694 (meters)        5.56  (feet) COMP
 BE1403  MODELED GRAVITY -    979,315.0   (mgal)                       NAVD 88
 BE1403
 BE1403  VERT ORDER      -  SECOND    CLASS II
 BE1403
 BE1403.The horizontal coordinates were determined by differentially corrected
 BE1403.hand held GPS observations or other comparable positioning techniques
 BE1403.and have an estimated accuracy of +/- 3 meters.
 BE1403
 BE1403.The orthometric height was determined by differential leveling and
 BE1403.adjusted by the NATIONAL GEODETIC SURVEY
 BE1403.in June 1991.
 BE1403
 BE1403.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1403.GEOID18 height accuracy estimate available here.
 BE1403
 BE1403.Click photographs - Photos may exist for this station.
 BE1403
 BE1403.The dynamic height is computed by dividing the NAVD 88
 BE1403.geopotential number by the normal gravity value computed on the
 BE1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1403.degrees latitude (g = 980.6199 gals.).
 BE1403
 BE1403.The modeled gravity was interpolated from observed gravity values.
 BE1403
 BE1403;                    North         East    Units  Estimated Accuracy
 BE1403;SPC FL N     -   122,404.3     484,482.3     MT  (+/- 3 meters HH1 GPS) 
 BE1403
 BE1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2540530445(NAD 83)
 BE1403
 BE1403                          SUPERSEDED SURVEY CONTROL
 BE1403
 BE1403.No superseded survey control is available for this station.
 BE1403
 BE1403_MARKER: DD = SURVEY DISK
 BE1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1403_STAMPING: 46 76 B36 RM NO 1
 BE1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1403+STABILITY: SURFACE MOTION
 BE1403
 BE1403  HISTORY     - Date     Condition        Report By
 BE1403  HISTORY     - 1976     MONUMENTED       FLDT
 BE1403  HISTORY     - 1977     GOOD             FLDT
 BE1403
 BE1403                          STATION DESCRIPTION
 BE1403
 BE1403'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1403'5.5 MI SSW FROM PANAMA CITY.
 BE1403'REFERENCE MARK IS ON SHELL ISLAND, WHICH CAN BE REACHED BY BOAT FROM
 BE1403'PANAMA CITY.  AT THE ST. ANDREW BAY SIDE OF SHELL ISLAND ABOUT 1/3 THE
 BE1403'LENGTH OF ISLAND FROM THE NORTHWEST END IS A BOAT CHANNEL MARKED BY
 BE1403'PILINGS, CHANNEL IS JUST WEST OF SPANISH SHANTY POINT.  FOLLOW BOAT
 BE1403'CHANNEL TO DOCKS.  TO REACH MARK FROM THIS POINT GO BY FOOT IN A
 BE1403'SOUTH-SOUTHWEST DIRECTION FOR ABOUT 600 FEET AND REFERENCE MARK. WHICH
 BE1403'IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW
 BE1403'THE GROUND.  IT IS 55.0 FEET NORTH OF NORTH EDGE OF SAND DUNE LINE AND
 BE1403'1.2 FEET SOUTH OF A METAL WITNESS POST.  SECTION 36, T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1482 ***********************************************************************
 BE1482  DESIGNATION -  46 76 B36 RM 2
 BE1482  PID         -  BE1482
 BE1482  STATE/COUNTY-  FL/BAY
 BE1482  COUNTRY     -  US
 BE1482  USGS QUAD   -  BEACON BEACH (2018)
 BE1482
 BE1482                         *CURRENT SURVEY CONTROL
 BE1482  ______________________________________________________________________
 BE1482* NAD 83(1986) POSITION- 30 05 56.     (N) 085 41 55.     (W)   SCALED
 BE1482* NAVD 88 ORTHO HEIGHT -     4.273 (meters)       14.02  (feet) ADJUSTED
 BE1482  ______________________________________________________________________
 BE1482  GEOID HEIGHT    -        -27.637 (meters)                     GEOID18
 BE1482  DYNAMIC HEIGHT  -          4.267 (meters)       14.00  (feet) COMP
 BE1482  MODELED GRAVITY -    979,315.0   (mgal)                       NAVD 88
 BE1482
 BE1482  VERT ORDER      -  SECOND    CLASS II
 BE1482
 BE1482.The horizontal coordinates were scaled from a map and have
 BE1482.an estimated accuracy of +/- 6 seconds.
 BE1482
 BE1482.The orthometric height was determined by differential leveling and
 BE1482.adjusted by the NATIONAL GEODETIC SURVEY
 BE1482.in June 1991.
 BE1482
 BE1482.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1482.GEOID18 height accuracy estimate available here.
 BE1482
 BE1482.Click photographs - Photos may exist for this station.
 BE1482
 BE1482.The dynamic height is computed by dividing the NAVD 88
 BE1482.geopotential number by the normal gravity value computed on the
 BE1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1482.degrees latitude (g = 980.6199 gals.).
 BE1482
 BE1482.The modeled gravity was interpolated from observed gravity values.
 BE1482
 BE1482;                    North         East    Units  Estimated Accuracy
 BE1482;SPC FL N     -   122,420.      484,470.      MT  (+/- 180 meters Scaled)
 BE1482
 BE1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU253304(NAD 83)
 BE1482
 BE1482                          SUPERSEDED SURVEY CONTROL
 BE1482
 BE1482.No superseded survey control is available for this station.
 BE1482
 BE1482_MARKER: DD = SURVEY DISK
 BE1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1482_STAMPING: 46 76 B36 RM NO 2
 BE1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1482+STABILITY: SURFACE MOTION
 BE1482
 BE1482  HISTORY     - Date     Condition        Report By
 BE1482  HISTORY     - 1976     MONUMENTED       FLDT
 BE1482  HISTORY     - 1977     GOOD             FLDT
 BE1482
 BE1482                          STATION DESCRIPTION
 BE1482
 BE1482'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1482'5.5 MI SSW FROM PANAMA CITY.
 BE1482'REFERENCE MARK IS ON SHELL ISLAND, WHICH CAN BE REACHED BY BOAT FROM
 BE1482'PANAMA CITY.  AT THE ST. ANDREW BAY SIDE OF SHELL ISLAND ABOUT 1/3 THE
 BE1482'LENGTH OF ISLAND FROM THE NORTHWEST END IS A BOAT CHANNEL MARKED BY
 BE1482'PILINGS.  CHANNEL IS JUST WEST OF SPANISH SHANTY POINT.  FOLLOW BOAT
 BE1482'CHANNEL TO DOCKS.  TO REACH MARK FROM THIS POINT GO BY FOOT IN A
 BE1482'SOUTH-SOUTHWEST DIRECTION FOR ABOUT 600 FEET AND REFERENCE MARK. WHICH
 BE1482'IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW
 BE1482'THE GROUND.  IT IS 40.0 FEET NORTH OF SOUTH EDGE OF SAND DUNE AND 1.5
 BE1482'FEET SOUTH OF A METAL WITNESS POST.  SECTION 36, T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1524 ***********************************************************************
 BE1524  DESIGNATION -  46 76 B37
 BE1524  PID         -  BE1524
 BE1524  STATE/COUNTY-  FL/BAY
 BE1524  COUNTRY     -  US
 BE1524  USGS QUAD   -  BEACON BEACH (2018)
 BE1524
 BE1524                         *CURRENT SURVEY CONTROL
 BE1524  ______________________________________________________________________
 BE1524* NAD 83(1990) POSITION- 30 05 35.54124(N) 085 41 14.25352(W)   ADJUSTED
 BE1524* NAVD 88 ORTHO HEIGHT -     3.890 (meters)       12.76  (feet) ADJUSTED
 BE1524  ______________________________________________________________________
 BE1524  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 BE1524  LAPLACE CORR    -         -0.75  (seconds)                    DEFLEC18
 BE1524  DYNAMIC HEIGHT  -          3.885 (meters)       12.75  (feet) COMP
 BE1524  MODELED GRAVITY -    979,314.4   (mgal)                       NAVD 88
 BE1524
 BE1524  HORZ ORDER      -  SECOND
 BE1524  VERT ORDER      -  SECOND    CLASS II
 BE1524
 BE1524.The horizontal coordinates were established by classical geodetic methods
 BE1524.and adjusted by the National Geodetic Survey in May 1991.
 BE1524
 BE1524.The orthometric height was determined by differential leveling and
 BE1524.adjusted by the NATIONAL GEODETIC SURVEY
 BE1524.in June 1991.
 BE1524
 BE1524.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1524.GEOID18 height accuracy estimate available here.
 BE1524
 BE1524.Click photographs - Photos may exist for this station.
 BE1524
 BE1524.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1524
 BE1524.The dynamic height is computed by dividing the NAVD 88
 BE1524.geopotential number by the normal gravity value computed on the
 BE1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1524.degrees latitude (g = 980.6199 gals.).
 BE1524
 BE1524.The modeled gravity was interpolated from observed gravity values.
 BE1524
 BE1524. The following values were computed from the NAD 83(1990) position.
 BE1524
 BE1524;                    North         East     Units Scale Factor Converg.
 BE1524;SPC FL N     -   121,774.750   485,557.628   MT  0.99994926   -0 35 47.9
 BE1524;SPC FL N     -   399,522.66  1,593,033.65   sFT  0.99994926   -0 35 47.9
 BE1524;UTM  16      - 3,329,840.047   626,494.650   MT  0.99979741   +0 39 29.8
 BE1524
 BE1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1524!SPC FL N     -   1.00000373  x   0.99994926  =   0.99995299
 BE1524!UTM  16      -   1.00000373  x   0.99979741  =   0.99980114
 BE1524
 BE1524:                Primary Azimuth Mark                     Grid Az
 BE1524:SPC FL N     -  46 76 B36                                300 18 26.0
 BE1524:UTM  16      -  46 76 B36                                299 03 08.3
 BE1524
 BE1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2649429840(NAD 83)
 BE1524
 BE1524|---------------------------------------------------------------------|
 BE1524| PID    Reference Object                     Distance      Geod. Az  |
 BE1524|                                                           dddmmss.s |
 BE1524| BE3619 TYNDALL AFB CAPEHART HSENG TK       APPROX. 3.9 KM 0761842.6 |
 BE1524| BE1404 46 76 B37 RM 1                       15.015 METERS 11626     |
 BE1524| BE1483 46 76 B37 RM 2                       19.932 METERS 21038     |
 BE1524| BE1523 46 76 B36                           APPROX. 1.3 KM 2994238.1 |
 BE1524|---------------------------------------------------------------------|
 BE1524
 BE1524                          SUPERSEDED SURVEY CONTROL
 BE1524
 BE1524  NAD 83(1986)-  30 05 35.55299(N)    085 41 14.26247(W) AD(       ) 2
 BE1524  NAD 27      -  30 05 34.82106(N)    085 41 14.51882(W) AD(       ) 2
 BE1524  NGVD 29 (07/19/86)    4.02   (m)           13.2    (f) LEVELING    3  
 BE1524
 BE1524.Superseded values are not recommended for survey control.
 BE1524
 BE1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1524.See file dsdata.pdf to determine how the superseded data were derived.
 BE1524
 BE1524_MARKER: DD = SURVEY DISK
 BE1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1524_STAMPING: 46 76 B37
 BE1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1524+STABILITY: SURFACE MOTION
 BE1524
 BE1524  HISTORY     - Date     Condition        Report By
 BE1524  HISTORY     - 1976     MONUMENTED       FLDT
 BE1524  HISTORY     - 1977     GOOD             FLDT
 BE1524
 BE1524                          STATION DESCRIPTION
 BE1524
 BE1524'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1524'STATION IS LOCATED ABOUT 6 MILES SOUTH-SOUTHWEST OF PANAMA CITY
 BE1524'AND ABOUT 7 MILES SOUTHWEST OF CALLAWAY, ON SHELL ISLAND, ON THE TOP
 BE1524'OF A SAND DUNE.
 BE1524'
 BE1524'STATION CAN BE REACHED BY BOAT FROM PANAMA CITY.  AT THE ST. ANDREW
 BE1524'BAY SIDE OF SHELL ISLAND ABOUT THE MIDDLE OF THE ISLAND IS A
 BE1524'DOCK WHERE BOAT CAN BE DOCKED.  FROM THE DOCK, STATION IS
 BE1524'APPROXIMATELY 500 FEET SOUTHWEST BY FOOT.
 BE1524'
 BE1524'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1524'BRASS DISK, STAMPED 46 76 B37, SET IN THE TOP OF A ROUND CONCRETE
 BE1524'MONUMENT FLUSH WITH THE GROUND.  IT IS 3.2 FEET NORTH OF A METAL
 BE1524'WITNESS POST, 97 FEET NORTH OF SAND DUNE LINE AND 108.0 FEET
 BE1524'NORTHEAST OF NORTHEAST CORNER OF BEACH HOUSE.
 BE1524'
 BE1524'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1524'TRANSPORTATION BRASS DISK, STAMPED 46 76 B37 RM NO 1, SET IN THE
 BE1524'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 BE1524'IS 1.0 FOOT SOUTH OF A METAL WITNESS POST AND 100 FEET NORTH OF
 BE1524'SAND DUNE LINE.
 BE1524'
 BE1524'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT
 BE1524'OF TRANSPORTATION BRASS DISK, STAMPED 46 76 B37 RM NO 2, SET
 BE1524'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT.  IT IS
 BE1524'1.0 FOOT SOUTH OF A METAL WITNESS POST, 35 FEET NORTH OF SAND
 BE1524'DUNE LINE AND 72.5 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF
 BE1524'BEACH HOUSE.
 BE1524
 BE1524                          STATION RECOVERY (1977)
 BE1524
 BE1524'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1524'5.5 MI S FROM PANAMA CITY.
 BE1524'STATION MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1524'PANAMA CITY.  AT THE ST. ANDREW BAY SIDE OF SHELL ISLAND ABOUT THE
 BE1524'MIDDLE OF THE ISLAND IS A DOCK WHERE BOAT CAN BE DOCKED.  TO REACH
 BE1524'MARK FROM THIS POINT GO BY FOOT IN A SOUTHWESTERLY DIRECTION FOR ABOUT
 BE1524'500 FEET AND STATION MARK.  WHICH IS SET IN THE TOP OF A ROUND
 BE1524'CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 108.0 FEET NORTHEAST
 BE1524'OF THE NORTHEAST CORNER OF A BEACH HOUSE, 97.0 FEET NORTH OF A SAND
 BE1524'DUNE LINE AND 3.2 FEET NORTH OF A METAL WITNESS POST.  SECTION 31, T
 BE1524'4S, R 14W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1404 ***********************************************************************
 BE1404  DESIGNATION -  46 76 B37 RM 1
 BE1404  PID         -  BE1404
 BE1404  STATE/COUNTY-  FL/BAY
 BE1404  COUNTRY     -  US
 BE1404  USGS QUAD   -  BEACON BEACH (2018)
 BE1404
 BE1404                         *CURRENT SURVEY CONTROL
 BE1404  ______________________________________________________________________
 BE1404* NAD 83(1986) POSITION- 30 05 35.32   (N) 085 41 13.75   (W)   HD_HELD1
 BE1404* NAVD 88 ORTHO HEIGHT -     3.336 (meters)       10.94  (feet) ADJUSTED
 BE1404  ______________________________________________________________________
 BE1404  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 BE1404  DYNAMIC HEIGHT  -          3.331 (meters)       10.93  (feet) COMP
 BE1404  MODELED GRAVITY -    979,314.4   (mgal)                       NAVD 88
 BE1404
 BE1404  VERT ORDER      -  SECOND    CLASS II
 BE1404
 BE1404.The horizontal coordinates were determined by differentially corrected
 BE1404.hand held GPS observations or other comparable positioning techniques
 BE1404.and have an estimated accuracy of +/- 3 meters.
 BE1404
 BE1404.The orthometric height was determined by differential leveling and
 BE1404.adjusted by the NATIONAL GEODETIC SURVEY
 BE1404.in June 1991.
 BE1404
 BE1404.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1404.GEOID18 height accuracy estimate available here.
 BE1404
 BE1404.Click photographs - Photos may exist for this station.
 BE1404
 BE1404.The dynamic height is computed by dividing the NAVD 88
 BE1404.geopotential number by the normal gravity value computed on the
 BE1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1404.degrees latitude (g = 980.6199 gals.).
 BE1404
 BE1404.The modeled gravity was interpolated from observed gravity values.
 BE1404
 BE1404;                    North         East    Units  Estimated Accuracy
 BE1404;SPC FL N     -   121,767.8     485,571.0     MT  (+/- 3 meters HH1 GPS) 
 BE1404
 BE1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2650829833(NAD 83)
 BE1404
 BE1404                          SUPERSEDED SURVEY CONTROL
 BE1404
 BE1404.No superseded survey control is available for this station.
 BE1404
 BE1404_MARKER: DD = SURVEY DISK
 BE1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1404_STAMPING: 46 76 B37 RM NO 1
 BE1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1404+STABILITY: SURFACE MOTION
 BE1404
 BE1404  HISTORY     - Date     Condition        Report By
 BE1404  HISTORY     - 1976     MONUMENTED       FLDT
 BE1404  HISTORY     - 1977     GOOD             FLDT
 BE1404
 BE1404                          STATION DESCRIPTION
 BE1404
 BE1404'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1404'5.5 MI S FROM PANAMA CITY.
 BE1404'REFERENCE MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1404'PANAMA CITY.  AT THE ST. ANDREW BAY SIDE OF SHELL ISLAND ABOUT THE
 BE1404'MIDDLE OF THE ISLAND IS A DOCK WHERE BOAT CAN BE DOCKED.  TO REACH
 BE1404'MARK FROM THIS POINT GO BY FOOT IN A SOUTHWESTERLY DIRECTION FOR ABOUT
 BE1404'500 FEET AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH
 BE1404'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 100.0 FEET
 BE1404'NORTH OF SAND DUNE LINE AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.
 BE1404'SECTION 31, T 4S, R 14W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1483 ***********************************************************************
 BE1483  DESIGNATION -  46 76 B37 RM 2
 BE1483  PID         -  BE1483
 BE1483  STATE/COUNTY-  FL/BAY
 BE1483  COUNTRY     -  US
 BE1483  USGS QUAD   -  BEACON BEACH (2018)
 BE1483
 BE1483                         *CURRENT SURVEY CONTROL
 BE1483  ______________________________________________________________________
 BE1483* NAD 83(1986) POSITION- 30 05 34.98   (N) 085 41 14.63   (W)   HD_HELD1
 BE1483* NAVD 88 ORTHO HEIGHT -     3.144 (meters)       10.31  (feet) ADJUSTED
 BE1483  ______________________________________________________________________
 BE1483  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 BE1483  DYNAMIC HEIGHT  -          3.140 (meters)       10.30  (feet) COMP
 BE1483  MODELED GRAVITY -    979,314.4   (mgal)                       NAVD 88
 BE1483
 BE1483  VERT ORDER      -  SECOND    CLASS II
 BE1483
 BE1483.The horizontal coordinates were determined by differentially corrected
 BE1483.hand held GPS observations or other comparable positioning techniques
 BE1483.and have an estimated accuracy of +/- 3 meters.
 BE1483
 BE1483.The orthometric height was determined by differential leveling and
 BE1483.adjusted by the NATIONAL GEODETIC SURVEY
 BE1483.in June 1991.
 BE1483
 BE1483.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1483.GEOID18 height accuracy estimate available here.
 BE1483
 BE1483.Click photographs - Photos may exist for this station.
 BE1483
 BE1483.The dynamic height is computed by dividing the NAVD 88
 BE1483.geopotential number by the normal gravity value computed on the
 BE1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1483.degrees latitude (g = 980.6199 gals.).
 BE1483
 BE1483.The modeled gravity was interpolated from observed gravity values.
 BE1483
 BE1483;                    North         East    Units  Estimated Accuracy
 BE1483;SPC FL N     -   121,757.6     485,547.4     MT  (+/- 3 meters HH1 GPS) 
 BE1483
 BE1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2648429822(NAD 83)
 BE1483
 BE1483                          SUPERSEDED SURVEY CONTROL
 BE1483
 BE1483.No superseded survey control is available for this station.
 BE1483
 BE1483_MARKER: DD = SURVEY DISK
 BE1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1483_STAMPING: 46 76 B37 RM NO 2
 BE1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1483+STABILITY: SURFACE MOTION
 BE1483
 BE1483  HISTORY     - Date     Condition        Report By
 BE1483  HISTORY     - 1976     MONUMENTED       FLDT
 BE1483  HISTORY     - 1977     GOOD             FLDT
 BE1483
 BE1483                          STATION DESCRIPTION
 BE1483
 BE1483'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1483'5.5 MI S FROM PANAMA CITY.
 BE1483'REFERENCE MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1483'PANAMA CITY.  AT THE ST. ANDREW BAY SIDE OF SHELL ISLAND ABOUT THE
 BE1483'MIDDLE OF THE ISLAND IS A DOCK WHERE BOAT CAN BE DOCKED.  TO REACH
 BE1483'MARK FROM THIS POINT GO BY FOOT IN A SOUTHWESTERLY DIRECTION FOR ABOUT
 BE1483'500 FEET AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH
 BE1483'SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 72.5 FEET
 BE1483'EAST-NORTHEAST OF NORTHEAST CORNER OF HOUSE, 35.0 FEET NORTH OF SAND
 BE1483'DUNE LINE AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.  SECTION 31, T
 BE1483'4S, R 14W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1527 ***********************************************************************
 BE1527  DESIGNATION -  46 76 B38
 BE1527  PID         -  BE1527
 BE1527  STATE/COUNTY-  FL/BAY
 BE1527  COUNTRY     -  US
 BE1527  USGS QUAD   -  BEACON BEACH (2018)
 BE1527
 BE1527                         *CURRENT SURVEY CONTROL
 BE1527  ______________________________________________________________________
 BE1527* NAD 83(1990) POSITION- 30 05 22.76867(N) 085 40 39.19492(W)   ADJUSTED
 BE1527* NAVD 88 ORTHO HEIGHT -     3.271 (meters)       10.73  (feet) ADJUSTED
 BE1527  ______________________________________________________________________
 BE1527  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 BE1527  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 BE1527  DYNAMIC HEIGHT  -          3.266 (meters)       10.72  (feet) COMP
 BE1527  MODELED GRAVITY -    979,314.0   (mgal)                       NAVD 88
 BE1527
 BE1527  HORZ ORDER      -  SECOND
 BE1527  VERT ORDER      -  SECOND    CLASS II
 BE1527
 BE1527.The horizontal coordinates were established by classical geodetic methods
 BE1527.and adjusted by the National Geodetic Survey in May 1991.
 BE1527
 BE1527.The orthometric height was determined by differential leveling and
 BE1527.adjusted by the NATIONAL GEODETIC SURVEY
 BE1527.in June 1991.
 BE1527
 BE1527.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1527.GEOID18 height accuracy estimate available here.
 BE1527
 BE1527.Click photographs - Photos may exist for this station.
 BE1527
 BE1527.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1527
 BE1527.The dynamic height is computed by dividing the NAVD 88
 BE1527.geopotential number by the normal gravity value computed on the
 BE1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1527.degrees latitude (g = 980.6199 gals.).
 BE1527
 BE1527.The modeled gravity was interpolated from observed gravity values.
 BE1527
 BE1527. The following values were computed from the NAD 83(1990) position.
 BE1527
 BE1527;                    North         East     Units Scale Factor Converg.
 BE1527;SPC FL N     -   121,371.753   486,492.220   MT  0.99994934   -0 35 30.3
 BE1527;SPC FL N     -   398,200.49  1,596,099.89   sFT  0.99994934   -0 35 30.3
 BE1527;UTM  16      - 3,329,457.672   627,437.702   MT  0.99980036   +0 39 47.2
 BE1527
 BE1527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1527!SPC FL N     -   1.00000383  x   0.99994934  =   0.99995317
 BE1527!UTM  16      -   1.00000383  x   0.99980036  =   0.99980419
 BE1527
 BE1527:                Primary Azimuth Mark                     Grid Az
 BE1527:SPC FL N     -  46 76 B37                                293 19 32.6
 BE1527:UTM  16      -  46 76 B37                                292 04 15.1
 BE1527
 BE1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2743729457(NAD 83)
 BE1527
 BE1527|---------------------------------------------------------------------|
 BE1527| PID    Reference Object                     Distance      Geod. Az  |
 BE1527|                                                           dddmmss.s |
 BE1527| BE3619 TYNDALL AFB CAPEHART HSENG TK       APPROX. 3.1 KM 0650816.0 |
 BE1527| BE1405 46 76 B38 RM 1                       18.020 METERS 13412     |
 BE1527| BE1484 46 76 B38 RM 2                       15.000 METERS 28924     |
 BE1527| BE1524 46 76 B37                           APPROX. 1.0 KM 2924402.3 |
 BE1527|---------------------------------------------------------------------|
 BE1527
 BE1527                          SUPERSEDED SURVEY CONTROL
 BE1527
 BE1527  NAD 83(1986)-  30 05 22.78059(N)    085 40 39.20385(W) AD(       ) 2
 BE1527  NAD 27      -  30 05 22.04824(N)    085 40 39.46151(W) AD(       ) 2
 BE1527  NGVD 29 (07/19/86)    3.40   (m)           11.2    (f) LEVELING    3  
 BE1527
 BE1527.Superseded values are not recommended for survey control.
 BE1527
 BE1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1527.See file dsdata.pdf to determine how the superseded data were derived.
 BE1527
 BE1527_MARKER: DD = SURVEY DISK
 BE1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1527_STAMPING: 46 76 B38
 BE1527_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1527+STABILITY: SURFACE MOTION
 BE1527
 BE1527  HISTORY     - Date     Condition        Report By
 BE1527  HISTORY     - 1977     MONUMENTED       FLDT
 BE1527  HISTORY     - 1977     GOOD             FLDT
 BE1527  HISTORY     - 1986     GOOD             NOS
 BE1527
 BE1527                          STATION DESCRIPTION
 BE1527
 BE1527'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM)
 BE1527'STATION IS LOCATED ABOUT 6 MILES SOUTH OF PANAMA CITY AND ABOUT
 BE1527'6-1/2 MILES SOUTHWEST OF CALLAWAY ON SHELL ISLAND AND ON THE TOP OF
 BE1527'A SAND DUNE, APPROXIMATELY 800 FEET EAST-NORTHEAST OF A BEACH HOUSE
 BE1527'AND APPROXIMATELY 400 FEET NORTH OF THE GULF OF MEXICO.
 BE1527'
 BE1527'STATION CAN BE REACHED BY BOAT FROM PANAMA CITY.  AT THE ST. ANDREW
 BE1527'BAY SIDE OF SHELL ISLAND ABOUT THE MIDDLE OF THE ISLAND IS A DOCK
 BE1527'WHERE BOAT CAN BE DOCKED.  FROM THE DOCK GO BY FOOT IN A
 BE1527'SOUTHEASTERLY DIRECTION FOR 0.55 MILE AND STATION.
 BE1527'
 BE1527'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1527'BRASS DISK, STAMPED 46 76 B38 SET IN THE TOP OF A ROUND CONCRETE
 BE1527'MONUMENT FLUSH WITH THE GROUND.  IT IS 3.4 FEET NORTH OF A METAL
 BE1527'WITNESS POST AND 94.0 FEET SOUTH OF THE BASE OF A LONE SCRUB PINE
 BE1527'TREE.
 BE1527'
 BE1527'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1527'TRANSPORTATION BRASS DISK, STAMPED 46 76 B38 RM NO 1, SET IN THE
 BE1527'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 BE1527'IS 1.0 FOOT SOUTH OF A METAL WITNESS POST AND 40 FEET WEST OF
 BE1527'EAST EDGE OF SAND DUNE.
 BE1527'
 BE1527'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1527'TRANSPORTATION BRASS DISK, STAMPED 46 76 B38 RM NO 2, SET IN THE TOP
 BE1527'OF A 4 INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE THE
 BE1527'GROUND.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS POST AND 100.0
 BE1527'FEET SOUTH-SOUTHWEST OF THE BASE OF A LONE SCRUB PINE TREE.
 BE1527
 BE1527                          STATION RECOVERY (1977)
 BE1527
 BE1527'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1527'5.5 MI S FROM PANAMA CITY.
 BE1527'STATION MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1527'PANAMA CITY.  AT THE ST. ANDREW BAY SIDE OF SHELL ISLAND ABOUT THE
 BE1527'MIDDLE OF THE ISLAND IS A DOCK WHERE BOAT CAN BE DOCKED.  FROM THE
 BE1527'DOCK GO BY FOOT IN A SOUTHEASTERLY DIRECTION FOR ABOUT 0.55 MILES AND
 BE1527'STATION MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BE1527'FLUSH WITH THE GROUND.  IT IS ABOUT 800 FEET EAST-NORTHEAST OF A BEACH
 BE1527'HOUSE, ABOUT 400 FEET NORTH OF THE GULF OF MEXICO, 94.0 FEET SOUTH OF
 BE1527'THE BASE OF A LONE SCRUB PINE AND 3.4 FEET NORTH OF A METAL WITNESS
 BE1527'POST.  SECTION 5, T 5S, R 14W.
 BE1527
 BE1527                          STATION RECOVERY (1986)
 BE1527
 BE1527'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (MWJ)
 BE1527'THE STATION WAS RECOVERED AT THIS DATE.
 BE1527'THE STATION WAS USED IN A SHORT TRAVERSE AND ITS GEODETIC
 BE1527'POSITION WAS VERIFIED.
 BE1527'
 BE1527'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BE1527'
 BE1527'RECOVERED BY M JOHNSON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1405 ***********************************************************************
 BE1405  DESIGNATION -  46 76 B38 RM 1
 BE1405  PID         -  BE1405
 BE1405  STATE/COUNTY-  FL/BAY
 BE1405  COUNTRY     -  US
 BE1405  USGS QUAD   -  BEACON BEACH (2018)
 BE1405
 BE1405                         *CURRENT SURVEY CONTROL
 BE1405  ______________________________________________________________________
 BE1405* NAD 83(1986) POSITION- 30 05 22.36   (N) 085 40 38.71   (W)   HD_HELD1
 BE1405* NAVD 88 ORTHO HEIGHT -     2.502 (meters)        8.21  (feet) ADJUSTED
 BE1405  ______________________________________________________________________
 BE1405  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 BE1405  DYNAMIC HEIGHT  -          2.498 (meters)        8.20  (feet) COMP
 BE1405  MODELED GRAVITY -    979,314.0   (mgal)                       NAVD 88
 BE1405
 BE1405  VERT ORDER      -  SECOND    CLASS II
 BE1405
 BE1405.The horizontal coordinates were determined by differentially corrected
 BE1405.hand held GPS observations or other comparable positioning techniques
 BE1405.and have an estimated accuracy of +/- 3 meters.
 BE1405
 BE1405.The orthometric height was determined by differential leveling and
 BE1405.adjusted by the NATIONAL GEODETIC SURVEY
 BE1405.in June 1991.
 BE1405
 BE1405.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1405.GEOID18 height accuracy estimate available here.
 BE1405
 BE1405.Click photographs - Photos may exist for this station.
 BE1405
 BE1405.The dynamic height is computed by dividing the NAVD 88
 BE1405.geopotential number by the normal gravity value computed on the
 BE1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1405.degrees latitude (g = 980.6199 gals.).
 BE1405
 BE1405.The modeled gravity was interpolated from observed gravity values.
 BE1405
 BE1405;                    North         East    Units  Estimated Accuracy
 BE1405;SPC FL N     -   121,359.0     486,505.1     MT  (+/- 3 meters HH1 GPS) 
 BE1405
 BE1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2745029445(NAD 83)
 BE1405
 BE1405                          SUPERSEDED SURVEY CONTROL
 BE1405
 BE1405.No superseded survey control is available for this station.
 BE1405
 BE1405_MARKER: DD = SURVEY DISK
 BE1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1405_STAMPING: 46 76 B38 RM NO 1
 BE1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1405+STABILITY: SURFACE MOTION
 BE1405
 BE1405  HISTORY     - Date     Condition        Report By
 BE1405  HISTORY     - 1976     MONUMENTED       FLDT
 BE1405  HISTORY     - 1977     GOOD             FLDT
 BE1405
 BE1405                          STATION DESCRIPTION
 BE1405
 BE1405'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1405'5.5 MI S FROM PANAMA CITY.
 BE1405'REFERENCE MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1405'PANAMA CITY.  AT THE ST. ANDREW BAY SIDE OF SHELL ISLAND ABOUT THE
 BE1405'MIDDLE OF THE ISLAND IS A DOCK WHERE BOAT CAN BE DOCKED.  FROM THE
 BE1405'DOCK GO BY FOOT IN A SOUTHEASTERLY DIRECTION FOR ABOUT 0.55 MILE AND
 BE1405'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE
 BE1405'MONUMENT FLUSH WITH THE GROUND.  IT IS ABOUT 800 FEET EAST-NORTHEAST
 BE1405'OF A BEACH HOUSE, ABOUT 400 FEET NORTH OF THE GULF OF MIXICO, 40.0
 BE1405'FEET EAST OF EAST EDGE OF SAND DUNE AND 1.0 FOOT SOUTH OF A METAL
 BE1405'WITNESS POST.  SECTION 5, T 5S, R 14W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1484 ***********************************************************************
 BE1484  DESIGNATION -  46 76 B38 RM 2
 BE1484  PID         -  BE1484
 BE1484  STATE/COUNTY-  FL/BAY
 BE1484  COUNTRY     -  US
 BE1484  USGS QUAD   -  BEACON BEACH (2018)
 BE1484
 BE1484                         *CURRENT SURVEY CONTROL
 BE1484  ______________________________________________________________________
 BE1484* NAD 83(1986) POSITION- 30 05 22.93   (N) 085 40 39.72   (W)   HD_HELD1
 BE1484* NAVD 88 ORTHO HEIGHT -     3.739 (meters)       12.27  (feet) ADJUSTED
 BE1484  ______________________________________________________________________
 BE1484  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 BE1484  DYNAMIC HEIGHT  -          3.734 (meters)       12.25  (feet) COMP
 BE1484  MODELED GRAVITY -    979,314.0   (mgal)                       NAVD 88
 BE1484
 BE1484  VERT ORDER      -  SECOND    CLASS II
 BE1484
 BE1484.The horizontal coordinates were determined by differentially corrected
 BE1484.hand held GPS observations or other comparable positioning techniques
 BE1484.and have an estimated accuracy of +/- 3 meters.
 BE1484
 BE1484.The orthometric height was determined by differential leveling and
 BE1484.adjusted by the NATIONAL GEODETIC SURVEY
 BE1484.in June 1991.
 BE1484
 BE1484.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1484.GEOID18 height accuracy estimate available here.
 BE1484
 BE1484.Click photographs - Photos may exist for this station.
 BE1484
 BE1484.The dynamic height is computed by dividing the NAVD 88
 BE1484.geopotential number by the normal gravity value computed on the
 BE1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1484.degrees latitude (g = 980.6199 gals.).
 BE1484
 BE1484.The modeled gravity was interpolated from observed gravity values.
 BE1484
 BE1484;                    North         East    Units  Estimated Accuracy
 BE1484;SPC FL N     -   121,376.9     486,478.2     MT  (+/- 3 meters HH1 GPS) 
 BE1484
 BE1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2742329462(NAD 83)
 BE1484
 BE1484                          SUPERSEDED SURVEY CONTROL
 BE1484
 BE1484.No superseded survey control is available for this station.
 BE1484
 BE1484_MARKER: DD = SURVEY DISK
 BE1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1484_STAMPING: 46 76 B38 RM NO 2
 BE1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1484+STABILITY: SURFACE MOTION
 BE1484
 BE1484  HISTORY     - Date     Condition        Report By
 BE1484  HISTORY     - 1976     MONUMENTED       FLDT
 BE1484  HISTORY     - 1977     GOOD             FLDT
 BE1484
 BE1484                          STATION DESCRIPTION
 BE1484
 BE1484'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1484'5.5 MI S FROM PANAMA CITY.
 BE1484'REFERENCE MARK IS ON SHELL ISLAND.  WHICH CAN BE REACHED BY BOAT FROM
 BE1484'PANAMA CITY.  AT THE ST. ANDREW BAY SIDE OF SHELL ISLAND ABOUT THE
 BE1484'MIDDLE OF THE ISLAND IS A DOCK WHERE BOAT CAN BE DOCKED.  FROM THE
 BE1484'DOCK GO BY FOOT IN A SOUTHEASTERLY DIRECTION FOR ABOUT 0.55 MILE AND
 BE1484'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH SQUARE CONCRETE
 BE1484'MONUMENT 2 INCHES ABOVE THE GROUND.  IT IS ABOUT 800 FEET
 BE1484'EAST-NORTHEAST OF A BEACH HOUSE, ABOUT 400 FEET NORTH OF THE GULF OF
 BE1484'MEXICO, 100.0 FEET SOUTH-SOUTHWEST OF THE BASE OF A LONE SCRUB PINE
 BE1484'TREE AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.  SECTION 5, T 5S, R
 BE1484'14W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3634 ***********************************************************************
 BE3634  DESIGNATION -  46 76 B38A
 BE3634  PID         -  BE3634
 BE3634  STATE/COUNTY-  FL/BAY
 BE3634  COUNTRY     -  US
 BE3634  USGS QUAD   -  BEACON BEACH (2018)
 BE3634
 BE3634                         *CURRENT SURVEY CONTROL
 BE3634  ______________________________________________________________________
 BE3634* NAD 83(1990) POSITION- 30 07 25.07138(N) 085 41 11.13905(W)   ADJUSTED
 BE3634* NAVD 88 ORTHO HEIGHT -     0.4   (meters)        1.    (feet) VERTCON3
 BE3634  ______________________________________________________________________
 BE3634  GEOID HEIGHT    -        -27.678 (meters)                     GEOID18
 BE3634  LAPLACE CORR    -         -0.59  (seconds)                    DEFLEC18
 BE3634  HORZ ORDER      -  SECOND
 BE3634
 BE3634.The horizontal coordinates were established by classical geodetic methods
 BE3634.and adjusted by the National Geodetic Survey in May 1991.
 BE3634
 BE3634.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3634
 BE3634.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3634.GEOID18 height accuracy estimate available here.
 BE3634
 BE3634.Click photographs - Photos may exist for this station.
 BE3634
 BE3634.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE3634
 BE3634. The following values were computed from the NAD 83(1990) position.
 BE3634
 BE3634;                    North         East     Units Scale Factor Converg.
 BE3634;SPC FL N     -   125,146.273   485,676.108   MT  0.99994872   -0 35 46.4
 BE3634;SPC FL N     -   410,584.06  1,593,422.36   sFT  0.99994872   -0 35 46.4
 BE3634;UTM  16      - 3,333,212.845   626,539.238   MT  0.99979755   +0 39 33.6
 BE3634
 BE3634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3634!SPC FL N     -   1.00000429  x   0.99994872  =   0.99995301
 BE3634!UTM  16      -   1.00000429  x   0.99979755  =   0.99980184
 BE3634
 BE3634:                Primary Azimuth Mark                     Grid Az
 BE3634:SPC FL N     -  SPANISH SHANTY RESET                     200 40 53.3
 BE3634:UTM  16      -  SPANISH SHANTY RESET                     199 25 33.3
 BE3634
 BE3634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2653933212(NAD 83)
 BE3634
 BE3634|---------------------------------------------------------------------|
 BE3634| PID    Reference Object                     Distance      Geod. Az  |
 BE3634|                                                           dddmmss.s |
 BE3634| BE3623 SPANISH SHANTY RESET                APPROX. 2.5 KM 2000506.9 |
 BE3634|---------------------------------------------------------------------|
 BE3634
 BE3634                          SUPERSEDED SURVEY CONTROL
 BE3634
 BE3634  NAD 83(1986)-  30 07 25.08316(N)    085 41 11.14872(W) AD(       ) 2
 BE3634  NAD 27      -  30 07 24.35183(N)    085 41 11.40596(W) AD(       ) 2
 BE3634  NGVD 29 (07/19/86)    0.5    (m)            2.     (f) VERT ANG       
 BE3634
 BE3634.Superseded values are not recommended for survey control.
 BE3634
 BE3634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3634.See file dsdata.pdf to determine how the superseded data were derived.
 BE3634
 BE3634_MARKER: DD = SURVEY DISK
 BE3634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3634+STABILITY: SURFACE MOTION
 BE3634
 BE3634  HISTORY     - Date     Condition        Report By
 BE3634  HISTORY     - 1977     MONUMENTED       FLDT
 BE3634  HISTORY     - 19930614 MARK NOT FOUND   USPSQD
 BE3634
 BE3634                          STATION DESCRIPTION
 BE3634
 BE3634'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM)
 BE3634'STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHWEST OF PANAMA CITY
 BE3634'AND ABOUT 6 MILES WEST OF CALLAWAY, AT DAVIS POINT, ON TYNDALL
 BE3634'AIR FORCE BASE.
 BE3634'
 BE3634'TO REACH STATION FROM THE MAIN GATE AT TYNDALL AIR FORCE BASE.  GO
 BE3634'IN A NORTHWESTERLY DIRECTION TO THE TYNDALL AIR FORCE BASE GOLF
 BE3634'COURSE.  STATION IS BETWEEN THE 14TH AND 15TH GREENS.
 BE3634'
 BE3634'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE3634'BRASS DISK, STAMPED 46 76 B38A, SET IN THE TOP OF A 4 INCH SQUARE
 BE3634'CONCRETE MONUMENT 4 INCHES BELOW THE GROUND.  IT IS 24 FEET EAST OF
 BE3634'THE VEGETATION LINE AT WATERS EDGE OF ST. ANDREW BAY, 35.0 FEET
 BE3634'NORTHWEST OF CENTER OF THE GOLF COURSE ROAD, 40.0 FEET SOUTHWEST
 BE3634'OF A 30 INCH OAK TREE AND 81.5 FEET NORTH-NORTHWEST OF A SIGN
 BE3634'POST FOR GOLF COURSE.
 BE3634
 BE3634                          STATION RECOVERY (1993)
 BE3634
 BE3634'RECOVERY NOTE BY US POWER SQUADRON 1993 (LJR)
 BE3634'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1525 ***********************************************************************
 BE1525  DESIGNATION -  46 76 B39
 BE1525  PID         -  BE1525
 BE1525  STATE/COUNTY-  FL/BAY
 BE1525  COUNTRY     -  US
 BE1525  USGS QUAD   -  PANAMA CITY (2018)
 BE1525
 BE1525                         *CURRENT SURVEY CONTROL
 BE1525  ______________________________________________________________________
 BE1525* NAD 83(1990) POSITION- 30 09 51.89928(N) 085 41 31.84590(W)   ADJUSTED
 BE1525* NAVD 88 ORTHO HEIGHT -     0.628 (meters)        2.06  (feet) ADJUSTED
 BE1525  ______________________________________________________________________
 BE1525  GEOID HEIGHT    -        -27.725 (meters)                     GEOID18
 BE1525  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 BE1525  DYNAMIC HEIGHT  -          0.627 (meters)        2.06  (feet) COMP
 BE1525  MODELED GRAVITY -    979,318.7   (mgal)                       NAVD 88
 BE1525
 BE1525  HORZ ORDER      -  SECOND
 BE1525  VERT ORDER      -  SECOND    CLASS II
 BE1525
 BE1525.The horizontal coordinates were established by classical geodetic methods
 BE1525.and adjusted by the National Geodetic Survey in May 1991.
 BE1525
 BE1525.The orthometric height was determined by differential leveling and
 BE1525.adjusted by the NATIONAL GEODETIC SURVEY
 BE1525.in June 1991.
 BE1525
 BE1525.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1525.GEOID18 height accuracy estimate available here.
 BE1525
 BE1525.Click photographs - Photos may exist for this station.
 BE1525
 BE1525.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1525
 BE1525.The dynamic height is computed by dividing the NAVD 88
 BE1525.geopotential number by the normal gravity value computed on the
 BE1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1525.degrees latitude (g = 980.6199 gals.).
 BE1525
 BE1525.The modeled gravity was interpolated from observed gravity values.
 BE1525
 BE1525. The following values were computed from the NAD 83(1990) position.
 BE1525
 BE1525;                    North         East     Units Scale Factor Converg.
 BE1525;SPC FL N     -   129,672.849   485,169.148   MT  0.99994843   -0 35 56.8
 BE1525;SPC FL N     -   425,435.01  1,591,759.11   sFT  0.99994843   -0 35 56.8
 BE1525;UTM  16      - 3,337,726.536   625,933.276   MT  0.99979566   +0 39 26.1
 BE1525
 BE1525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1525!SPC FL N     -   1.00000426  x   0.99994843  =   0.99995269
 BE1525!UTM  16      -   1.00000426  x   0.99979566  =   0.99979991
 BE1525
 BE1525:                Primary Azimuth Mark                     Grid Az
 BE1525:SPC FL N     -  46 76 B38A                               173 36 35.0
 BE1525:UTM  16      -  46 76 B38A                               172 21 12.1
 BE1525
 BE1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2593337726(NAD 83)
 BE1525
 BE1525|---------------------------------------------------------------------|
 BE1525| PID    Reference Object                     Distance      Geod. Az  |
 BE1525|                                                           dddmmss.s |
 BE1525| CW1690 46 76 B39 RM 1                       14.221 METERS 11523     |
 BE1525| BE3634 46 76 B38A                          APPROX. 4.6 KM 1730038.2 |
 BE1525| BE3623 SPANISH SHANTY RESET                APPROX. 6.9 KM 1822855.6 |
 BE1525| BE1485 46 76 B39 RM 2                       14.605 METERS 33308     |
 BE1525| BE1526 46 76 B40                           344.349 METERS 35927     |
 BE1525|---------------------------------------------------------------------|
 BE1525
 BE1525                          SUPERSEDED SURVEY CONTROL
 BE1525
 BE1525  NAD 83(1986)-  30 09 51.90948(N)    085 41 31.85563(W) AD(       ) 2
 BE1525  NAD 27      -  30 09 51.18386(N)    085 41 32.11129(W) AD(       ) 2
 BE1525  NGVD 29 (07/19/86)    0.79   (m)            2.6    (f) LEVELING    3  
 BE1525
 BE1525.Superseded values are not recommended for survey control.
 BE1525
 BE1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1525.See file dsdata.pdf to determine how the superseded data were derived.
 BE1525
 BE1525_MARKER: DD = SURVEY DISK
 BE1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1525_STAMPING: 46 76 B39
 BE1525_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1525+STABILITY: SURFACE MOTION
 BE1525
 BE1525  HISTORY     - Date     Condition        Report By
 BE1525  HISTORY     - 1977     MONUMENTED       FLDT
 BE1525  HISTORY     - 1977     GOOD             FLDT
 BE1525  HISTORY     - 1983     GOOD             NOS
 BE1525
 BE1525                          STATION DESCRIPTION
 BE1525
 BE1525'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM)
 BE1525'STATION IS LOCATED ABOUT 2 MILES WEST OF PANAMA CITY AND ABOUT
 BE1525'3-1/2 MILES NORTHEAST OF ST. ANDREWS STATE PARK, ON THE ST. ANDREW
 BE1525'BAY.
 BE1525'
 BE1525'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 390 AND
 BE1525'U.S. ROUTE 98 IN ST. ANDREW.  GO EAST ON U.S. ROUTE 98 FOR 0.8 MILE
 BE1525'TO THE INTERSECTION OF FRANKFORD AVENUE.  TURN RIGHT AND GO SOUTH
 BE1525'ON FRANKFORD AVENUE FOR 0.7 MILE TO THE END OF FRANKFORD AVENUE AND
 BE1525'STATION JUST SOUTH OF THE END OF FRANKFORD AVENUE.
 BE1525'
 BE1525'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1525'BRASS DISK, STAMPED 46 76 B39, SET IN THE TOP OF A ROUND CONCRETE
 BE1525'MONUMENT FLUSH WITH THE GROUND.  IT IS 2.8 FEET WEST OF A METAL
 BE1525'WITNESS POST, 8.0 FEET SOUTHEAST OF A 18 INCH PINE TREE, 11.0 FEET
 BE1525'WEST OF ANOTHER 18 INCH PINE TREE, 22.6 FEET EAST OF EAST FACE OF
 BE1525'CONCRETE SEAWALL, 24.5 FEET EAST OF SOUTH END OF CHAIN LINK
 BE1525'FENCE, 45.0 FEET NORTH OF APPROXIMATELY HIGH TIDE AND 233.0 FEET
 BE1525'SOUTH OF CENTER OF U.S. BUSINESS ROUTE 98.
 BE1525'
 BE1525'REFERENCE MARK NUMBER 1 IS A STANDARD, U.S. ENGINEER BRASS DISK,
 BE1525'STAMPED PCH-3 1973, SET IN THE TOP OF A 5 INCH SQUARE CONCRETE
 BE1525'MONUMENT PROJECTING 2 INCH ABOVE GROUND.  IT IS 1.2 FEET NORTH OF A
 BE1525'METAL WITNESS POST, 14 FEET NORTH OF APPROXIMATELY HIGH TIDE MARK,
 BE1525'66.0 FEET EAST OF SOUTH CORNER OF CONCRETE SEAWALL AND 70.3 FEET
 BE1525'SOUTHEAST OF SOUTHEAST OF SOUTH END OF CHAIN LINK FENCE.
 BE1525'
 BE1525'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1525'TRANSPORTATION BRASS DISK, STAMPED 46 76 B39 RM NO 2, SET IN THE
 BE1525'TOP OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT
 BE1525'IS 0.6 FOOT EAST OF A METAL WITNESS POST, 2.2 FEET EAST OF CHAIN
 BE1525'LINK FENCE, 39.8 FEET NORTH OF NORTH CORNER OF CONCRETE SEAWALL
 BE1525'AND 39.8 FEET NORTH OF SOUTH END OF CHAIN LINK FENCE.
 BE1525
 BE1525                          STATION RECOVERY (1977)
 BE1525
 BE1525'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1525'2.0 MI W FROM PANAMA CITY.
 BE1525'FROM THE INTERSECTION OF U.S. BUSINESS ROUTE 98 AND HARRISON AVENUE IN
 BE1525'PANAMA CITY.  GO WEST ON U. S. BUSINESS ROUTE 98 FOR ABOUT 2.0 MILES
 BE1525'TO A RIGHT TURN IN HIGHWAY AND STATION MARK.  WHICH IS SET IN THE TOP
 BE1525'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 233.0 FEET
 BE1525'SOUTH OF CENTER OF U.S. BUSINESS ROUTE 98, 45.0 FEET NORTH OF HIGH
 BE1525'TIDE MARK, 24.5 FEET EAST OF SOUTH END OF CHAIN LINK FENCE, 22.6 FEET
 BE1525'EAST OF EAST FACE OF CONCRETE SEAWALL, 11.0 FEET WEST OF A 18 INCH
 BE1525'PINE TREE, 8.0 FEET SOUTHEAST OF ANOTHER 18 INCH PINE TREE AND 2.8
 BE1525'FEET WEST OF A METAL WITNESS POST.  SECTION 1, T 4S, R 15W.
 BE1525
 BE1525                          STATION RECOVERY (1983)
 BE1525
 BE1525'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1983 (RDC)
 BE1525'THE STATION WAS RECOVERED AT THIS DATE.
 BE1525'THE STATIONS GEODETIC POSITION WAS VERIFIED THROUGH A
 BE1525'TRAVERSE TO 46 76 B33 FDOT 1976.
 BE1525'
 BE1525'HEIGHT OF LIGHT SHOWN WAS 1.50 METERS ABOVE THE MARK.
 BE1525'
 BE1525'RECOVERED BY R DECROIX.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1485 ***********************************************************************
 BE1485  DESIGNATION -  46 76 B39 RM 2
 BE1485  PID         -  BE1485
 BE1485  STATE/COUNTY-  FL/BAY
 BE1485  COUNTRY     -  US
 BE1485  USGS QUAD   -  PANAMA CITY (2018)
 BE1485
 BE1485                         *CURRENT SURVEY CONTROL
 BE1485  ______________________________________________________________________
 BE1485* NAD 83(1986) POSITION- 30 09 52.32   (N) 085 41 32.09   (W)   HD_HELD1
 BE1485* NAVD 88 ORTHO HEIGHT -     1.380 (meters)        4.53  (feet) ADJUSTED
 BE1485  ______________________________________________________________________
 BE1485  GEOID HEIGHT    -        -27.725 (meters)                     GEOID18
 BE1485  DYNAMIC HEIGHT  -          1.379 (meters)        4.52  (feet) COMP
 BE1485  MODELED GRAVITY -    979,318.7   (mgal)                       NAVD 88
 BE1485
 BE1485  VERT ORDER      -  SECOND    CLASS II
 BE1485
 BE1485.The horizontal coordinates were determined by differentially corrected
 BE1485.hand held GPS observations or other comparable positioning techniques
 BE1485.and have an estimated accuracy of +/- 3 meters.
 BE1485
 BE1485.The orthometric height was determined by differential leveling and
 BE1485.adjusted by the NATIONAL GEODETIC SURVEY
 BE1485.in June 1991.
 BE1485
 BE1485.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1485.GEOID18 height accuracy estimate available here.
 BE1485
 BE1485.Click photographs - Photos may exist for this station.
 BE1485
 BE1485.The dynamic height is computed by dividing the NAVD 88
 BE1485.geopotential number by the normal gravity value computed on the
 BE1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1485.degrees latitude (g = 980.6199 gals.).
 BE1485
 BE1485.The modeled gravity was interpolated from observed gravity values.
 BE1485
 BE1485;                    North         East    Units  Estimated Accuracy
 BE1485;SPC FL N     -   129,685.9     485,162.8     MT  (+/- 3 meters HH1 GPS) 
 BE1485
 BE1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2592637739(NAD 83)
 BE1485
 BE1485                          SUPERSEDED SURVEY CONTROL
 BE1485
 BE1485.No superseded survey control is available for this station.
 BE1485
 BE1485_MARKER: DD = SURVEY DISK
 BE1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1485_STAMPING: 46 76 B39 RM NO 2
 BE1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1485+STABILITY: SURFACE MOTION
 BE1485
 BE1485  HISTORY     - Date     Condition        Report By
 BE1485  HISTORY     - 1976     MONUMENTED       FLDT
 BE1485  HISTORY     - 1977     GOOD             FLDT
 BE1485
 BE1485                          STATION DESCRIPTION
 BE1485
 BE1485'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1485'2.0 MI W FROM PANAMA CITY.
 BE1485'FROM THE INTERSECTION OF U.S. BUSINESS ROUTE 98 AND HARRISON AVENUE IN
 BE1485'PANAMA CITY.  GO WEST ON U.S. BUSINESS ROUTE 98 FOR ABOUT 2.0 MILES TO
 BE1485'A RIGHT TURN IN HIGHWAY AND REFERENCE MARK.  WHICH IS SET IN THE TOP
 BE1485'OF A 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND, JUST SOUTH
 BE1485'OF ROAD.  IT IS 39.8 FEET NORTH OF SOUTH END OF CHAIN LINK FENCE, 39.8
 BE1485'FEET NORTH OF NORTH CORNER OF A CONCRETE SEAWALL, 2.2 FEET EAST OF THE
 BE1485'CHAIN LINK FENCE AND 0.6 FOOT EAST OF A METAL WITNESS POST. SECTION 1,
 BE1485'T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1526 ***********************************************************************
 BE1526  DESIGNATION -  46 76 B40
 BE1526  PID         -  BE1526
 BE1526  STATE/COUNTY-  FL/BAY
 BE1526  COUNTRY     -  US
 BE1526  USGS QUAD   -  PANAMA CITY (2018)
 BE1526
 BE1526                         *CURRENT SURVEY CONTROL
 BE1526  ______________________________________________________________________
 BE1526* NAD 83(1990) POSITION- 30 10 03.08145(N) 085 41 31.96768(W)   ADJUSTED
 BE1526* NAVD 88 ORTHO HEIGHT -     7.426 (meters)       24.36  (feet) ADJUSTED
 BE1526  ______________________________________________________________________
 BE1526  GEOID HEIGHT    -        -27.728 (meters)                     GEOID18
 BE1526  LAPLACE CORR    -         -0.51  (seconds)                    DEFLEC18
 BE1526  DYNAMIC HEIGHT  -          7.416 (meters)       24.33  (feet) COMP
 BE1526  MODELED GRAVITY -    979,318.9   (mgal)                       NAVD 88
 BE1526
 BE1526  HORZ ORDER      -  SECOND
 BE1526  VERT ORDER      -  SECOND    CLASS II
 BE1526
 BE1526.The horizontal coordinates were established by classical geodetic methods
 BE1526.and adjusted by the National Geodetic Survey in May 1991.
 BE1526
 BE1526.The orthometric height was determined by differential leveling and
 BE1526.adjusted by the NATIONAL GEODETIC SURVEY
 BE1526.in June 1991.
 BE1526
 BE1526.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1526.GEOID18 height accuracy estimate available here.
 BE1526
 BE1526.Click photographs - Photos may exist for this station.
 BE1526
 BE1526.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1526
 BE1526.The dynamic height is computed by dividing the NAVD 88
 BE1526.geopotential number by the normal gravity value computed on the
 BE1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1526.degrees latitude (g = 980.6199 gals.).
 BE1526
 BE1526.The modeled gravity was interpolated from observed gravity values.
 BE1526
 BE1526. The following values were computed from the NAD 83(1990) position.
 BE1526
 BE1526;                    North         East     Units Scale Factor Converg.
 BE1526;SPC FL N     -   130,017.181   485,169.490   MT  0.99994843   -0 35 56.8
 BE1526;SPC FL N     -   426,564.70  1,591,760.24   sFT  0.99994843   -0 35 56.8
 BE1526;UTM  16      - 3,338,070.740   625,926.069   MT  0.99979564   +0 39 26.2
 BE1526
 BE1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1526!SPC FL N     -   1.00000319  x   0.99994843  =   0.99995162
 BE1526!UTM  16      -   1.00000319  x   0.99979564  =   0.99979883
 BE1526
 BE1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2592638070(NAD 83)
 BE1526
 BE1526|---------------------------------------------------------------------|
 BE1526| PID    Reference Object                     Distance      Geod. Az  |
 BE1526|                                                           dddmmss.s |
 BE1526| BE0732 ANDREW RESET                        375.941 METERS 00254     |
 BE1526| BE1525 46 76 B39                           344.349 METERS 17927     |
 BE1526|---------------------------------------------------------------------|
 BE1526
 BE1526                          SUPERSEDED SURVEY CONTROL
 BE1526
 BE1526  NAD 83(1986)-  30 10 03.09166(N)    085 41 31.97740(W) AD(       ) 2
 BE1526  NAD 27      -  30 10 02.36606(N)    085 41 32.23301(W) AD(       ) 2
 BE1526  NGVD 29 (07/19/86)    7.58   (m)           24.9    (f) LEVELING    3  
 BE1526
 BE1526.Superseded values are not recommended for survey control.
 BE1526
 BE1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1526.See file dsdata.pdf to determine how the superseded data were derived.
 BE1526
 BE1526_MARKER: DD = SURVEY DISK
 BE1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1526_STAMPING: 46 76 B40
 BE1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1526+STABILITY: SURFACE MOTION
 BE1526
 BE1526  HISTORY     - Date     Condition        Report By
 BE1526  HISTORY     - 1973     MONUMENTED       FLDT
 BE1526  HISTORY     - 1977     GOOD             FLDT
 BE1526
 BE1526                          STATION DESCRIPTION
 BE1526
 BE1526'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1973 (CBM)
 BE1526'STATION IS LOCATED ABOUT 2 MILES WEST OF PANAMA CITY AND ABOUT
 BE1526'3-3/4 MILES NORTHEAST OF ST. ANDREWS STATE PARK, AT THE
 BE1526'INTERSECTION OF 10TH STREET AND FRANKFORD AVENUE, IN ST. ANDREW.
 BE1526'
 BE1526'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 390 AND
 BE1526'U.S. ROUTE 98 IN ST. ANDREW.  GO EAST ON U.S. ROUTE 98 FOR 0.8 MILE
 BE1526'TO THE INTERSECTION OF FRANKFORD AVENUE.  TURN RIGHT AND GO SOUTH
 BE1526'ON FRANKFORD AVENUE FOR 0.5 MILE TO THE INTERSECTION OF 10TH STREET
 BE1526'AND STATION.
 BE1526'
 BE1526'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1526'BRASS DISK, STAMPED 46 76 B40, SET IN THE TOP OF A 4 INCH SQUARE
 BE1526'CONCRETE MONUMENT 1 INCH BELOW THE GROUND.  IT IS 0.3 FOOT WEST
 BE1526'OF WEST EDGE OF CONCRETE CURB, 6.0 FEET EAST OF EAST EDGE OF
 BE1526'CONCRETE SIDEWALK, 22.5 FEET WEST OF CENTER OF FRANKFORD AVENUE
 BE1526'AND 33.5 FEET NORTH OF CENTER OF 10TH STREET.
 BE1526
 BE1526                          STATION RECOVERY (1977)
 BE1526
 BE1526'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977
 BE1526'2.15 MI W FROM PANAMA CITY.
 BE1526'ABOUT 2.1 MILES WEST ALONG THE BUSINESS ROUTE OF U.S. ROUTE 98 FROM
 BE1526'THE INTERSECTION OF HARRISON AVENUE AT PANAMA CITY, THENCE 0.05 MILE
 BE1526'NORTH ALONG FRANKFORD AVENUE, NEAR THE INTERSECTION OF 10TH STREET
 BE1526'LEADING WEST AND STATION MARK.  WHICH IS SET IN THE TOP OF A 4 INCH
 BE1526'SQUARE CONCRETE MONUMENT 1 INCH BELOW THE GROUND.  IT IS 33.5 FEET
 BE1526'NORTH OF CENTER OF 10TH STREET, 22.5 FEET WEST OF CENTER OF FRANKFORD
 BE1526'AVENUE, 6.0 FEET EAST OF EAST EDGE OF CONCRETE SIDEWALK AND 0.3 FEET
 BE1526'WEST OF WEST EDGE OF CONCRETE CURB.  SECTION 1, T 4S, R 15W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ8029 ***********************************************************************
 DQ8029  DESIGNATION -  46 89 X02
 DQ8029  PID         -  DQ8029
 DQ8029  STATE/COUNTY-  FL/BAY
 DQ8029  COUNTRY     -  US
 DQ8029  USGS QUAD   -  PANAMA CITY (2018)
 DQ8029
 DQ8029                         *CURRENT SURVEY CONTROL
 DQ8029  ______________________________________________________________________
 DQ8029* NAD 83(1986) POSITION- 30 09 25.04   (N) 085 38 35.78   (W)   HD_HELD1
 DQ8029* NAVD 88 ORTHO HEIGHT -     4.615 (meters)       15.14  (feet) ADJUSTED
 DQ8029  ______________________________________________________________________
 DQ8029  GEOID HEIGHT    -        -27.735 (meters)                     GEOID18
 DQ8029  DYNAMIC HEIGHT  -          4.609 (meters)       15.12  (feet) COMP
 DQ8029  MODELED GRAVITY -    979,317.4   (mgal)                       NAVD 88
 DQ8029
 DQ8029  VERT ORDER      -  FIRST     CLASS II
 DQ8029
 DQ8029.The horizontal coordinates were determined by differentially corrected
 DQ8029.hand held GPS observations or other comparable positioning techniques
 DQ8029.and have an estimated accuracy of +/- 3 meters.
 DQ8029
 DQ8029.The orthometric height was determined by differential leveling and
 DQ8029.adjusted by the NATIONAL GEODETIC SURVEY
 DQ8029.in October 2018.
 DQ8029
 DQ8029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ8029.GEOID18 height accuracy estimate available here.
 DQ8029
 DQ8029.Click photographs - Photos may exist for this station.
 DQ8029
 DQ8029.The dynamic height is computed by dividing the NAVD 88
 DQ8029.geopotential number by the normal gravity value computed on the
 DQ8029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ8029.degrees latitude (g = 980.6199 gals.).
 DQ8029
 DQ8029.The modeled gravity was interpolated from observed gravity values.
 DQ8029
 DQ8029;                    North         East    Units  Estimated Accuracy
 DQ8029;SPC FL N     -   128,797.6     489,871.4     MT  (+/- 3 meters HH1 GPS) 
 DQ8029
 DQ8029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU3065236954(NAD 83)
 DQ8029
 DQ8029                          SUPERSEDED SURVEY CONTROL
 DQ8029
 DQ8029.No superseded survey control is available for this station.
 DQ8029
 DQ8029_MARKER: DD = SURVEY DISK
 DQ8029_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ8029_SP_SET: GUARDRAIL
 DQ8029_STAMPING: 46 89 X02
 DQ8029_MARK LOGO: FLDT
 DQ8029_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ8029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ8029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ8029+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2017
 DQ8029
 DQ8029  HISTORY     - Date     Condition        Report By
 DQ8029  HISTORY     - 20170502 MONUMENTED       FLDEP
 DQ8029
 DQ8029                          STATION DESCRIPTION
 DQ8029
 DQ8029'DESCRIBED BY FL DEPT OF ENV PRO 2017 (DLP)
 DQ8029'THE MARK IS ABOUT 3.9 MI (6.3 KM) NORTHWEST OF LONG POINT, 1.9 MI (3.1
 DQ8029'KM) WEST OF SPRINGFIELD, 1.0 MI (1.6 KM) EAST OF PANAMA CITY, IN
 DQ8029'SECTION 9, TOWNSHIP 4 SOUTH, RANGE 14 WEST.
 DQ8029'
 DQ8029'TO REACH THE MARK FROM THE INTERSECTION U.S. HIGHWAY 231 AND U.S.
 DQ8029'HIGHWAY BUSINESS 98 (6TH STREET) IN PANAMA CITY, GO EAST ON U.S.
 DQ8029'HIGHWAY BUSINESS 98 (SIXTH STREET) FOR 0.9 MI (1.4 KM) AND THE MARK ON
 DQ8029'THE LEFT, SET IN THE TOP OF THE NORTHEAST GUARDRAIL OF THE BRIDGE OVER
 DQ8029'WATSON BAYOU, 3.0 FT (0.9 M) ABOVE THE LEVEL OF U.S. BUSINESS 98 (6TH
 DQ8029'STREET).
 DQ8029'
 DQ8029'LOCATED 79.4 FT (24.2 M) EAST OF POWER POLE NUMBER B125880, 44.1 FT
 DQ8029'(13.4 M) WEST-SOUTHWEST OF POWERPOLE NUMBER P215879, 33.1 FT (10.1 M)
 DQ8029'SOUTH OF THE CENTER OF A CONCRETE HEADWALL, 19.0 FT (5.8 M)
 DQ8029'NORTH-NORTHWEST OF THE NORTHBOUND LANES OF U.S. HIGHWAY BUSINESS 98
 DQ8029'(6TH STREET), 2.0 FT (0.6 M) WEST-SOUTHWEST OF THE EAST END OF THE
 DQ8029'CONCRETE BRIDGE GUARDRAIL AND 0.7 FT (21 CM) NORTH-NORTHWEST OF A
 DQ8029'STEEL GUARDRAIL WITH A SURVEY STICKER ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3985 ***********************************************************************
 BE3985  DESIGNATION -  46 91 GPS1
 BE3985  PID         -  BE3985
 BE3985  STATE/COUNTY-  FL/BAY
 BE3985  COUNTRY     -  US
 BE3985  USGS QUAD   -  LAGUNA BEACH (2018)
 BE3985
 BE3985                         *CURRENT SURVEY CONTROL
 BE3985  ______________________________________________________________________
 BE3985* NAD 83(2011) POSITION- 30 13 52.65077(N) 085 53 14.46680(W)   ADJUSTED
 BE3985* NAD 83(2011) ELLIP HT-   -17.272 (meters)        (06/27/12)   ADJUSTED
 BE3985* NAD 83(2011) EPOCH   -  2010.00
 BE3985* NAVD 88 ORTHO HEIGHT -    10.6   (meters)       35.    (feet) GPS OBS
 BE3985  ______________________________________________________________________
 BE3985  NAVD 88 orthometric height was determined with geoid model    GEOID90
 BE3985  GEOID HEIGHT    -        -28.090 (meters)                     GEOID90
 BE3985  GEOID HEIGHT    -        -27.664 (meters)                     GEOID18
 BE3985  NAD 83(2011) X  -    395,549.766 (meters)                     COMP
 BE3985  NAD 83(2011) Y  - -5,501,174.841 (meters)                     COMP
 BE3985  NAD 83(2011) Z  -  3,192,543.753 (meters)                     COMP
 BE3985  LAPLACE CORR    -         -1.10  (seconds)                    DEFLEC18
 BE3985
 BE3985  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BE3985  Standards:
 BE3985         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BE3985            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BE3985  -------------------------------------------------------------------
 BE3985  NETWORK    2.22   2.94           0.88   0.93   1.50      0.16419057
 BE3985  -------------------------------------------------------------------
 BE3985  Click here for local accuracies and other accuracy information.
 BE3985
 BE3985.The horizontal coordinates were established by GPS observations
 BE3985.and adjusted by the National Geodetic Survey in June 2012.
 BE3985
 BE3985.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BE3985.been affixed to the stable North American tectonic plate. See 
 BE3985.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BE3985
 BE3985.The horizontal coordinates are valid at the epoch date displayed above
 BE3985.which is a decimal equivalence of Year/Month/Day.
 BE3985
 BE3985.The orthometric height was determined by GPS observations and a
 BE3985.high-resolution geoid model.
 BE3985
 BE3985.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3985.GEOID18 height accuracy estimate available here.
 BE3985
 BE3985.Click photographs - Photos may exist for this station.
 BE3985
 BE3985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3985
 BE3985.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE3985
 BE3985.The ellipsoidal height was determined by GPS observations
 BE3985.and is referenced to NAD 83.
 BE3985
 BE3985. The following values were computed from the NAD 83(2011) position.
 BE3985
 BE3985;                    North         East     Units Scale Factor Converg.
 BE3985;SPC FL N     -   137,298.103   466,461.179   MT  0.99994905   -0 41 49.8
 BE3985;SPC FL N     -   450,452.19  1,530,381.38   sFT  0.99994905   -0 41 49.8
 BE3985;UTM  16      - 3,344,938.278   607,065.955   MT  0.99974142   +0 33 36.9
 BE3985
 BE3985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3985!SPC FL N     -   1.00000271  x   0.99994905  =   0.99995176
 BE3985!UTM  16      -   1.00000271  x   0.99974142  =   0.99974413
 BE3985
 BE3985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0706544938(NAD 83)
 BE3985
 BE3985                          SUPERSEDED SURVEY CONTROL
 BE3985
 BE3985  NAD 83(2007)-  30 13 52.65080(N)    085 53 14.46755(W) AD(2002.00) 0
 BE3985  ELLIP H (02/10/07)  -17.254  (m)                       GP(2002.00)    
 BE3985  NAD 83(1999)-  30 13 52.65088(N)    085 53 14.46743(W) AD(       ) 2
 BE3985  ELLIP H (07/06/01)  -17.248  (m)                       GP(       ) 4 2
 BE3985  NAD 83(1990)-  30 13 52.64862(N)    085 53 14.46541(W) AD(       ) 2
 BE3985
 BE3985.Superseded values are not recommended for survey control.
 BE3985
 BE3985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3985.See file dsdata.pdf to determine how the superseded data were derived.
 BE3985
 BE3985_MARKER: DE = TRAVERSE STATION DISK
 BE3985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3985_STAMPING: 46 91 GPS1
 BE3985_MARK LOGO: FLDT
 BE3985_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3985+STABILITY: SURFACE MOTION
 BE3985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3985+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BE3985
 BE3985  HISTORY     - Date     Condition        Report By
 BE3985  HISTORY     - 1991     MONUMENTED       FLDT
 BE3985
 BE3985                          STATION DESCRIPTION
 BE3985
 BE3985'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BE3985'THE STATION IS LOCATED IN PANAMA CITY BEACH, FLORIDA JUST NORTH OF THE
 BE3985'INTERSECTION OF US HIGHWAY 98 AND STATE ROAD 79.
 BE3985'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 98 AND STATE
 BE3985'ROAD 79 GO NORTH FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT.
 BE3985'THE STATION IS AT GROUND LEVEL. LOCATED 5 M (16.4 FT) NORTHEASTERLY
 BE3985'FROM A WATER METER, 9 M (29.5 FT) WEST OF THE CENTERLINE OF STATE
 BE3985'ROAD 79, 24.99 M (82.0 FT) SOUTH OF THE CENTERLINE OF ARMSTRONG
 BE3985'COURT,AND 10.67 M (35.0 FT) EAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3986 ***********************************************************************
 BE3986  DESIGNATION -  46 91 GPS2
 BE3986  PID         -  BE3986
 BE3986  STATE/COUNTY-  FL/BAY
 BE3986  COUNTRY     -  US
 BE3986  USGS QUAD   -  WEST BAY (2018)
 BE3986
 BE3986                         *CURRENT SURVEY CONTROL
 BE3986  ______________________________________________________________________
 BE3986* NAD 83(2011) POSITION- 30 18 11.66217(N) 085 51 07.57907(W)   ADJUSTED
 BE3986* NAD 83(2011) ELLIP HT-   -22.166 (meters)        (06/27/12)   ADJUSTED
 BE3986* NAD 83(2011) EPOCH   -  2010.00
 BE3986* NAVD 88 ORTHO HEIGHT -     5.7   (meters)       19.    (feet) GPS OBS
 BE3986  ______________________________________________________________________
 BE3986  NAVD 88 orthometric height was determined with geoid model    GEOID90
 BE3986  GEOID HEIGHT    -        -28.230 (meters)                     GEOID90
 BE3986  GEOID HEIGHT    -        -27.763 (meters)                     GEOID18
 BE3986  NAD 83(2011) X  -    398,642.758 (meters)                     COMP
 BE3986  NAD 83(2011) Y  - -5,496,916.674 (meters)                     COMP
 BE3986  NAD 83(2011) Z  -  3,199,429.913 (meters)                     COMP
 BE3986  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 BE3986
 BE3986  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BE3986  Standards:
 BE3986         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BE3986            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BE3986  -------------------------------------------------------------------
 BE3986  NETWORK    1.87   2.49           0.76   0.77   1.27      0.14852458
 BE3986  -------------------------------------------------------------------
 BE3986  Click here for local accuracies and other accuracy information.
 BE3986
 BE3986.The horizontal coordinates were established by GPS observations
 BE3986.and adjusted by the National Geodetic Survey in June 2012.
 BE3986
 BE3986.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BE3986.been affixed to the stable North American tectonic plate. See 
 BE3986.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BE3986
 BE3986.The horizontal coordinates are valid at the epoch date displayed above
 BE3986.which is a decimal equivalence of Year/Month/Day.
 BE3986
 BE3986.The orthometric height was determined by GPS observations and a
 BE3986.high-resolution geoid model.
 BE3986
 BE3986.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3986.GEOID18 height accuracy estimate available here.
 BE3986
 BE3986.Click photographs - Photos may exist for this station.
 BE3986
 BE3986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3986
 BE3986.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE3986
 BE3986.The ellipsoidal height was determined by GPS observations
 BE3986.and is referenced to NAD 83.
 BE3986
 BE3986. The following values were computed from the NAD 83(2011) position.
 BE3986
 BE3986;                    North         East     Units Scale Factor Converg.
 BE3986;SPC FL N     -   145,232.280   469,948.238   MT  0.99995124   -0 40 46.1
 BE3986;SPC FL N     -   476,482.91  1,541,821.84   sFT  0.99995124   -0 40 46.1
 BE3986;UTM  16      - 3,352,945.468   610,377.296   MT  0.99975030   +0 34 45.3
 BE3986
 BE3986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3986!SPC FL N     -   1.00000348  x   0.99995124  =   0.99995472
 BE3986!UTM  16      -   1.00000348  x   0.99975030  =   0.99975378
 BE3986
 BE3986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU1037752945(NAD 83)
 BE3986
 BE3986                          SUPERSEDED SURVEY CONTROL
 BE3986
 BE3986  NAD 83(2007)-  30 18 11.66218(N)    085 51 07.57986(W) AD(2002.00) 0
 BE3986  ELLIP H (02/10/07)  -22.148  (m)                       GP(2002.00)    
 BE3986  NAD 83(1999)-  30 18 11.66232(N)    085 51 07.57981(W) AD(       ) 2
 BE3986  ELLIP H (07/06/01)  -22.143  (m)                       GP(       ) 4 2
 BE3986  NAD 83(1990)-  30 18 11.66125(N)    085 51 07.58228(W) AD(       ) 2
 BE3986  NAD 83(1990)-  30 18 11.66123(N)    085 51 07.58233(W) AD(       ) 2
 BE3986
 BE3986.Superseded values are not recommended for survey control.
 BE3986
 BE3986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3986.See file dsdata.pdf to determine how the superseded data were derived.
 BE3986
 BE3986_MARKER: DD = SURVEY DISK
 BE3986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3986_STAMPING: 46 91 GPS2
 BE3986_MARK LOGO: FLDT
 BE3986_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3986+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BE3986
 BE3986  HISTORY     - Date     Condition        Report By
 BE3986  HISTORY     - 1991     MONUMENTED       FLDT
 BE3986
 BE3986                          STATION DESCRIPTION
 BE3986
 BE3986'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BE3986'THE STATION IS LOCATED 1.70 KM (1.05 MI) NORTH OF PANAMA CITY BEACH
 BE3986'ON THE EAST SIDE OF STATE ROAD 79.
 BE3986'THE REACH THE STATION FROM THE INTERSECTION OF US HWY 98 AND STATE
 BE3986'ROAD 79, GO NORTH 8.21 KM (5.10 MI) ALONG STATE ROAD 79 TO THE COUNTY
 BE3986'ROAD 388 INTERSECTION, CONTINUE STRAIGHT AHEAD AND GO 0.48 KM
 BE3986'(0.30   MI) TO STATION ON THE RIGHT.
 BE3986'THE STATION IS AT GROUND LEVEL. LOCATED 22.4 M (73.5 FT)
 BE3986'SOUTHEASTERLYFROM A SPEED LIMIT SIGN, 17.37 M (57.0 FT) EASTERLY OF
 BE3986'THE CENTERLINE OF PAVEMENT OF STATE ROAD 79, 21.8 M (71.5 FT)
 BE3986'NORTHERLY OF A UTILITY POLE, 2.3 M (7.5 FT) NORTHERLY OF THE EDGE OF A
 BE3986'DIRT TRAIL, AND 1.07 M(3.5 FT) WESTERLY OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3987 ***********************************************************************
 BE3987  DESIGNATION -  46 91 GPS3
 BE3987  PID         -  BE3987
 BE3987  STATE/COUNTY-  FL/BAY
 BE3987  COUNTRY     -  US
 BE3987  USGS QUAD   -  RED HEAD (2018)
 BE3987
 BE3987                         *CURRENT SURVEY CONTROL
 BE3987  ______________________________________________________________________
 BE3987* NAD 83(2011) POSITION- 30 22 43.37957(N) 085 51 59.52843(W)   ADJUSTED
 BE3987* NAD 83(2011) ELLIP HT-    -6.581 (meters)        (06/27/12)   ADJUSTED
 BE3987* NAD 83(2011) EPOCH   -  2010.00
 BE3987* NAVD 88 ORTHO HEIGHT -    21.3   (meters)       70.    (feet) GPS OBS
 BE3987  ______________________________________________________________________
 BE3987  NAVD 88 orthometric height was determined with geoid model    GEOID90
 BE3987  GEOID HEIGHT    -        -28.280 (meters)                     GEOID90
 BE3987  GEOID HEIGHT    -        -27.785 (meters)                     GEOID18
 BE3987  NAD 83(2011) X  -    396,954.617 (meters)                     COMP
 BE3987  NAD 83(2011) Y  - -5,492,814.645 (meters)                     COMP
 BE3987  NAD 83(2011) Z  -  3,206,658.995 (meters)                     COMP
 BE3987  LAPLACE CORR    -         -0.83  (seconds)                    DEFLEC18
 BE3987
 BE3987  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BE3987  Standards:
 BE3987         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BE3987            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BE3987  -------------------------------------------------------------------
 BE3987  NETWORK    1.84   2.04           0.82   0.67   1.04      0.04108852
 BE3987  -------------------------------------------------------------------
 BE3987  Click here for local accuracies and other accuracy information.
 BE3987
 BE3987.The horizontal coordinates were established by GPS observations
 BE3987.and adjusted by the National Geodetic Survey in June 2012.
 BE3987
 BE3987.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BE3987.been affixed to the stable North American tectonic plate. See 
 BE3987.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BE3987
 BE3987.The horizontal coordinates are valid at the epoch date displayed above
 BE3987.which is a decimal equivalence of Year/Month/Day.
 BE3987
 BE3987.The orthometric height was determined by GPS observations and a
 BE3987.high-resolution geoid model.
 BE3987
 BE3987.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3987.GEOID18 height accuracy estimate available here.
 BE3987
 BE3987.Click photographs - Photos may exist for this station.
 BE3987
 BE3987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3987
 BE3987.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE3987
 BE3987.The ellipsoidal height was determined by GPS observations
 BE3987.and is referenced to NAD 83.
 BE3987
 BE3987. The following values were computed from the NAD 83(2011) position.
 BE3987
 BE3987;                    North         East     Units Scale Factor Converg.
 BE3987;SPC FL N     -   153,615.085   468,660.602   MT  0.99995521   -0 41 12.2
 BE3987;SPC FL N     -   503,985.49  1,537,597.33   sFT  0.99995521   -0 41 12.2
 BE3987;UTM  16      - 3,361,296.238   608,906.034   MT  0.99974632   +0 34 23.8
 BE3987
 BE3987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3987!SPC FL N     -   1.00000103  x   0.99995521  =   0.99995624
 BE3987!UTM  16      -   1.00000103  x   0.99974632  =   0.99974735
 BE3987
 BE3987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0890661296(NAD 83)
 BE3987
 BE3987                          SUPERSEDED SURVEY CONTROL
 BE3987
 BE3987  NAD 83(2007)-  30 22 43.37956(N)    085 51 59.52923(W) AD(2002.00) 0
 BE3987  ELLIP H (02/10/07)   -6.564  (m)                       GP(2002.00)    
 BE3987  NAD 83(1999)-  30 22 43.37983(N)    085 51 59.52914(W) AD(       ) 2
 BE3987  ELLIP H (07/06/01)   -6.558  (m)                       GP(       ) 4 2
 BE3987  NAD 83(1990)-  30 22 43.37906(N)    085 51 59.53006(W) AD(       ) 2
 BE3987
 BE3987.Superseded values are not recommended for survey control.
 BE3987
 BE3987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3987.See file dsdata.pdf to determine how the superseded data were derived.
 BE3987
 BE3987_MARKER: DE = TRAVERSE STATION DISK
 BE3987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3987_STAMPING: 46 91 GPS3
 BE3987_MARK LOGO: FLDT
 BE3987_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3987+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BE3987
 BE3987  HISTORY     - Date     Condition        Report By
 BE3987  HISTORY     - 1991     MONUMENTED       HEIDT
 BE3987
 BE3987                          STATION DESCRIPTION
 BE3987
 BE3987'DESCRIBED BY HEIDT AND ASSOCIATES INCORPORATED 1991
 BE3987'THE STATION IS LOCATED 17.70 KM (11.00 MI) NORTHERLY OF PANAMA CITY
 BE3987'BEACH, FLORIDA ON THE WEST SIDE OF STATE ROAD 79.
 BE3987'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 79 AND US
 BE3987'HIGHWAY 98 GO NORTHERLY ALONG STATE ROAD 79 8.21 KM (5.10 MI) TO THE
 BE3987'INTERSECTION OF COUNTY ROAD 388 EAST. CONTINUE STRAIGHT AHEAD,
 BE3987'NORTHERLY 8.93 KM (5.55 MI) TO THE STATION ON THE LEFT.
 BE3987'THE STATION IS AT GROUND LEVEL. LOCATED 45.11 METERS WESTERLY OF A 13
 BE3987'INCH PINE WITH A NAIL AND DISK NO LB 148, 12.43 M (40.8 FT)
 BE3987'SOUTHWESTERLY OF THE CENTERLINE OF PAVEMENT OF STATE ROAD 79, AND 2.13
 BE3987'M (7.0 FT) NORTHEASTERLY OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP8099 ***********************************************************************
 DP8099  DESIGNATION -  46 A
 DP8099  PID         -  DP8099
 DP8099  STATE/COUNTY-  FL/ST JOHNS
 DP8099  COUNTRY     -  US
 DP8099  USGS QUAD   -  MATANZAS INLET (2018)
 DP8099
 DP8099                         *CURRENT SURVEY CONTROL
 DP8099  ______________________________________________________________________
 DP8099* NAD 83(1986) POSITION- 29 39 37.9    (N) 081 14 42.7    (W)   HD_HELD2
 DP8099* NAVD 88 ORTHO HEIGHT -     0.420 (meters)        1.38  (feet) ADJUSTED
 DP8099  ______________________________________________________________________
 DP8099  GEOID HEIGHT    -        -28.789 (meters)                     GEOID18
 DP8099  DYNAMIC HEIGHT  -          0.419 (meters)        1.37  (feet) COMP
 DP8099  MODELED GRAVITY -    979,286.5   (mgal)                       NAVD 88
 DP8099
 DP8099  VERT ORDER      -  SECOND    CLASS II
 DP8099
 DP8099.The horizontal coordinates were established by autonomous hand held GPS
 DP8099.observations and have an estimated accuracy of +/- 10 meters.
 DP8099
 DP8099.The orthometric height was determined by differential leveling and
 DP8099.adjusted by the NATIONAL GEODETIC SURVEY
 DP8099.in October 2015.
 DP8099
 DP8099.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8099.GEOID18 height accuracy estimate available here.
 DP8099
 DP8099.Click photographs - Photos may exist for this station.
 DP8099
 DP8099.The dynamic height is computed by dividing the NAVD 88
 DP8099.geopotential number by the normal gravity value computed on the
 DP8099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8099.degrees latitude (g = 980.6199 gals.).
 DP8099
 DP8099.The modeled gravity was interpolated from observed gravity values.
 DP8099
 DP8099;                    North         East    Units  Estimated Accuracy
 DP8099;SPC FL E     -   590,265.      176,263.      MT  (+/- 10 meters HH2 GPS)
 DP8099
 DP8099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7627181195(NAD 83)
 DP8099
 DP8099                          SUPERSEDED SURVEY CONTROL
 DP8099
 DP8099.No superseded survey control is available for this station.
 DP8099
 DP8099_MARKER: Z = SEE DESCRIPTION
 DP8099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8099_PROJECTION: PROJECTING 10 CENTIMETERS
 DP8099_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8099+STABILITY: SURFACE MOTION
 DP8099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8099+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2015
 DP8099
 DP8099  HISTORY     - Date     Condition        Report By
 DP8099  HISTORY     - UNK      MONUMENTED
 DP8099  HISTORY     - 20150505 GOOD             FLDEP
 DP8099
 DP8099                          STATION DESCRIPTION
 DP8099
 DP8099'DESCRIBED BY FL DEPT OF ENV PRO 2015 (JRH)
 DP8099'THE MARK IS ABOUT 11.7 MI (18.8 KM) NORTH-NORTHWEST OF BEVERLY BEACH,
 DP8099'11.3 MI (18.2 KM) NORTH-NORTHEAST OF ESPANOLA, 10.8 MI (17.4 KM)
 DP8099'NORTHEAST OF DINNER ISLAND, SECTION 37, TOWNSHIP 10 SOUTH, RANGE 30
 DP8099'EAST.
 DP8099'
 DP8099'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 207 AND U.S. HIGHWAY
 DP8099'1 IN ST. AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 FOR 8.6 MI (13.8 KM) TO
 DP8099'THE INTERSECTION OF STATE ROAD 206.  CONTINUE SOUTH ON U.S. HIGHWAY 1
 DP8099'FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF FAVER DYKES ROAD ON THE LEFT.
 DP8099'TURN LEFT ON FAVER DYKES ROAD AND GO SOUTHEAST FOR 0.95 MI (1.5 KM) TO
 DP8099'A 90 DEGREE TURN.  CONTINUE NORTHEAST ON FAVER DYKES ROAD FOR 0.6 MI
 DP8099'(1.0 KM) TO THE GATED ENTRANCE OF FAVER DYKES STATE PARK, ENTERING THE
 DP8099'PARK AND CONTINUE NORTHEAST THEN CURVING SOUTHEAST FOR 1.2 MI (1.9 KM)
 DP8099'TO THE JUNCTION OF THE BOAT RAMP ENTRANCE ROAD ON THE RIGHT.  TURN
 DP8099'RIGHT ON THE ENTRANCE ROAD AND GO SOUTH-SOUTHWEST FOR 0.2 MI (0.3 KM)
 DP8099'TO THE BOAT RAMP, NOW BY BOAT NAVIGATE SOUTHEASTERLY ON PELLICER CREEK
 DP8099'FOR ABOUT 1.0 MI (1.6 KM) TO A COVERED BRIDGE ON THE RIGHT IN THE
 DP8099'DISTANCE AND THE MARK ON THE LEFT, A ROUND CONCRETE POST WITH A
 DP8099'MONITORING DISK ATTACHED IN THE WESTERNMOST OF THREE WOODEN WALKWAY
 DP8099'STRUCTURES ON THE NORTH BANK OF PELLICER CREEK.
 DP8099'
 DP8099'LOCATED 112.2 FT (34.2 M) SOUTHWEST OF 46 C, 59.0 FT (18.0 M)
 DP8099'SOUTHWEST OF 46 B AND 18.0 FT (5.5 M) NORTHWEST OF THE MARSH LINE.
 DP8099'
 DP8099'NOTE-VERY IMPORTANT--LEVEL TO THE TOP OF THE PIPE IN THE CENTER OF THE
 DP8099'ROUND CONCRETE POST.  THERE IS A DISK IN THE CONCRETE POST WITH A
 DP8099'STAMPING TO REFERENCE THE PIPE MARK ONLY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP8100 ***********************************************************************
 DP8100  DESIGNATION -  46 B
 DP8100  PID         -  DP8100
 DP8100  STATE/COUNTY-  FL/ST JOHNS
 DP8100  COUNTRY     -  US
 DP8100  USGS QUAD   -  MATANZAS INLET (2018)
 DP8100
 DP8100                         *CURRENT SURVEY CONTROL
 DP8100  ______________________________________________________________________
 DP8100* NAD 83(1986) POSITION- 29 39 38.3    (N) 081 14 42.2    (W)   HD_HELD2
 DP8100* NAVD 88 ORTHO HEIGHT -     0.411 (meters)        1.35  (feet) ADJUSTED
 DP8100  ______________________________________________________________________
 DP8100  GEOID HEIGHT    -        -28.790 (meters)                     GEOID18
 DP8100  DYNAMIC HEIGHT  -          0.411 (meters)        1.35  (feet) COMP
 DP8100  MODELED GRAVITY -    979,286.6   (mgal)                       NAVD 88
 DP8100
 DP8100  VERT ORDER      -  SECOND    CLASS II
 DP8100
 DP8100.The horizontal coordinates were established by autonomous hand held GPS
 DP8100.observations and have an estimated accuracy of +/- 10 meters.
 DP8100
 DP8100.The orthometric height was determined by differential leveling and
 DP8100.adjusted by the NATIONAL GEODETIC SURVEY
 DP8100.in October 2015.
 DP8100
 DP8100.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8100.GEOID18 height accuracy estimate available here.
 DP8100
 DP8100.Click photographs - Photos may exist for this station.
 DP8100
 DP8100.The dynamic height is computed by dividing the NAVD 88
 DP8100.geopotential number by the normal gravity value computed on the
 DP8100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8100.degrees latitude (g = 980.6199 gals.).
 DP8100
 DP8100.The modeled gravity was interpolated from observed gravity values.
 DP8100
 DP8100;                    North         East    Units  Estimated Accuracy
 DP8100;SPC FL E     -   590,277.      176,277.      MT  (+/- 10 meters HH2 GPS)
 DP8100
 DP8100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7628481207(NAD 83)
 DP8100
 DP8100                          SUPERSEDED SURVEY CONTROL
 DP8100
 DP8100.No superseded survey control is available for this station.
 DP8100
 DP8100_MARKER: Z = SEE DESCRIPTION
 DP8100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8100_PROJECTION: PROJECTING 8 CENTIMETERS
 DP8100_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8100+STABILITY: SURFACE MOTION
 DP8100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8100+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2015
 DP8100
 DP8100  HISTORY     - Date     Condition        Report By
 DP8100  HISTORY     - UNK      MONUMENTED
 DP8100  HISTORY     - 20150505 GOOD             FLDEP
 DP8100
 DP8100                          STATION DESCRIPTION
 DP8100
 DP8100'DESCRIBED BY FL DEPT OF ENV PRO 2015 (JRH)
 DP8100'THE MARK IS ABOUT 11.7 MI (18.8 KM) NORTH-NORTHWEST OF BEVERLY BEACH,
 DP8100'11.3 MI (18.2 KM) NORTH-NORTHEAST OF ESPANOLA, 10.8 MI (17.4 KM)
 DP8100'NORTHEAST OF DINNER ISLAND, SECTION 37, TOWNSHIP 10 SOUTH, RANGE 30
 DP8100'EAST.
 DP8100'
 DP8100'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 207 AND U.S. HIGHWAY
 DP8100'1 IN ST. AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 FOR 8.6 MI (13.8 KM) TO
 DP8100'THE INTERSECTION OF STATE ROAD 206.  CONTINUE SOUTH ON U.S. HIGHWAY 1
 DP8100'FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF FAVER DYKES ROAD ON THE LEFT.
 DP8100'TURN LEFT ON FAVER DYKES ROAD AND GO SOUTHEAST FOR 0.95 MI (1.5 KM) TO
 DP8100'A 90 DEGREE TURN.  CONTINUE NORTHEAST ON FAVER DYKES ROAD FOR 0.6 MI
 DP8100'(1.0 KM) TO THE GATED ENTRANCE OF FAVER DYKES STATE PARK, ENTERING THE
 DP8100'PARK AND CONTINUE NORTHEAST THEN CURVING SOUTHEAST FOR 1.2 MI (1.9 KM)
 DP8100'TO THE JUNCTION OF THE BOAT RAMP ENTRANCE ROAD ON THE RIGHT.  TURN
 DP8100'RIGHT ON THE ENTRANCE ROAD AND GO SOUTH-SOUTHWEST FOR 0.2 MI (0.3 KM)
 DP8100'TO THE BOAT RAMP, NOW BY BOAT NAVIGATE SOUTHEASTERLY ON PELLICER CREEK
 DP8100'FOR ABOUT 1.0 MI (1.6 KM) TO A COVERED BRIDGE ON THE RIGHT IN THE
 DP8100'DISTANCE AND THE MARK ON THE LEFT, A ROUND CONCRETE POST WITH A
 DP8100'MONITORING DISK ATTACHED IN THE CENTER ONE OF THREE WOODEN WALKWAY
 DP8100'STRUCTURES ON THE NORTH BANK OF PELLICER CREEK.
 DP8100'
 DP8100'LOCATED 59.0 FT (18.0 M) NORTHEAST OF 46 A, 53.2 FT (16.2 M) SOUTHWEST
 DP8100'OF 46 C AND 18.0 FT (5.5 M) NORTHWEST OF THE MARSH LINE.
 DP8100'
 DP8100'NOTE-VERY IMPORTANT--LEVEL TO THE TOP OF THE PIPE IN THE CENTER OF THE
 DP8100'ROUND CONCRETE POST. THERS IS A DISK IN THE CONCRETE POST WITH A
 DP8100'STAMPING TO REFERENCE THE PIPE MARK ONLY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP8101 ***********************************************************************
 DP8101  DESIGNATION -  46 C
 DP8101  PID         -  DP8101
 DP8101  STATE/COUNTY-  FL/ST JOHNS
 DP8101  COUNTRY     -  US
 DP8101  USGS QUAD   -  MATANZAS INLET (2018)
 DP8101
 DP8101                         *CURRENT SURVEY CONTROL
 DP8101  ______________________________________________________________________
 DP8101* NAD 83(1986) POSITION- 29 39 38.6    (N) 081 14 41.8    (W)   HD_HELD2
 DP8101* NAVD 88 ORTHO HEIGHT -     0.402 (meters)        1.32  (feet) ADJUSTED
 DP8101  ______________________________________________________________________
 DP8101  GEOID HEIGHT    -        -28.790 (meters)                     GEOID18
 DP8101  DYNAMIC HEIGHT  -          0.402 (meters)        1.32  (feet) COMP
 DP8101  MODELED GRAVITY -    979,286.6   (mgal)                       NAVD 88
 DP8101
 DP8101  VERT ORDER      -  SECOND    CLASS II
 DP8101
 DP8101.The horizontal coordinates were established by autonomous hand held GPS
 DP8101.observations and have an estimated accuracy of +/- 10 meters.
 DP8101
 DP8101.The orthometric height was determined by differential leveling and
 DP8101.adjusted by the NATIONAL GEODETIC SURVEY
 DP8101.in October 2015.
 DP8101
 DP8101.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8101.GEOID18 height accuracy estimate available here.
 DP8101
 DP8101.Click photographs - Photos may exist for this station.
 DP8101
 DP8101.The dynamic height is computed by dividing the NAVD 88
 DP8101.geopotential number by the normal gravity value computed on the
 DP8101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8101.degrees latitude (g = 980.6199 gals.).
 DP8101
 DP8101.The modeled gravity was interpolated from observed gravity values.
 DP8101
 DP8101;                    North         East    Units  Estimated Accuracy
 DP8101;SPC FL E     -   590,286.      176,288.      MT  (+/- 10 meters HH2 GPS)
 DP8101
 DP8101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7629581216(NAD 83)
 DP8101
 DP8101                          SUPERSEDED SURVEY CONTROL
 DP8101
 DP8101.No superseded survey control is available for this station.
 DP8101
 DP8101_MARKER: Z = SEE DESCRIPTION
 DP8101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8101_PROJECTION: PROJECTING 10 CENTIMETERS
 DP8101_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP8101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8101+STABILITY: SURFACE MOTION
 DP8101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8101+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2015
 DP8101
 DP8101  HISTORY     - Date     Condition        Report By
 DP8101  HISTORY     - UNK      MONUMENTED
 DP8101  HISTORY     - 20150505 GOOD             FLDEP
 DP8101
 DP8101                          STATION DESCRIPTION
 DP8101
 DP8101'DESCRIBED BY FL DEPT OF ENV PRO 2015 (JRH)
 DP8101'THE MARK IS ABOUT 11.7 MI (18.8 KM) NORTH-NORTHWEST OF BEVERLY BEACH,
 DP8101'11.3 MI (18.2 KM) NORTH-NORTHEAST OF ESPANOLA, 10.8 MI (17.4 KM)
 DP8101'NORTHEAST OF DINNER ISLAND, SECTION 37, TOWNSHIP 10 SOUTH, RANGE 30
 DP8101'EAST.
 DP8101'
 DP8101'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 207 AND U.S. HIGHWAY
 DP8101'1 IN ST. AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 FOR 8.6 MI (13.8 KM) TO
 DP8101'THE INTERSECTION OF STATE ROAD 206.  CONTINUE SOUTH ON U.S. HIGHWAY 1
 DP8101'FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF FAVER DYKES ROAD ON THE LEFT.
 DP8101'TURN LEFT ON FAVER DYKES ROAD AND GO SOUTHEAST FOR 0.95 MI (1.5 KM) TO
 DP8101'A 90 DEGREE TURN.  CONTINUE NORTHEAST ON FAVER DYKES ROAD FOR 0.6 MI
 DP8101'(1.0 KM) TO THE GATED ENTRANCE OF FAVER DYKES STATE PARK, ENTERING THE
 DP8101'PARK AND CONTINUE NORTHEAST THEN CURVING SOUTHEAST FOR 1.2 MI (1.9 KM)
 DP8101'TO THE JUNCTION OF THE BOAT RAMP ENTRANCE ROAD ON THE RIGHT.  TURN
 DP8101'RIGHT ON THE ENTRANCE ROAD AND GO SOUTH-SOUTHWEST FOR 0.2 MI (0.3 KM)
 DP8101'TO THE BOAT RAMP, NOW BY BOAT NAVIGATE SOUTHEASTERLY ON PELLICER CREEK
 DP8101'FOR ABOUT 1.0 MI (1.6 KM) TO A COVERED BRIDGE ON THE RIGHT IN THE
 DP8101'DISTANCE AND THE MARK ON THE LEFT, A ROUND CONCRETE POST WITH A
 DP8101'MONITORING DISK ATTACHED IN THE EASTERNMOST OF THREE WOOD WALKWAY
 DP8101'STRUCTURES ON THE NORTH BANK OF PELLICER CREEK.
 DP8101'
 DP8101'LOCATED 112.2 FT (34.2 M) NORTHEAST OF 46 A, 53.2 FT (16.2 M)
 DP8101'NORTHEAST OF 46 B AND 17.5 FT (5.3 M) NORTHWEST OF THE MARSH LINE.
 DP8101'
 DP8101'NOTE-VERY IMPORTANT--LEVEL TO THE TOP OF THE PIPE IN THE CENTER OF THE
 DP8101'ROUND CONCRETE POST.  THERE IS A DISK IN THE CONCRETE POST WITH A
 DP8101'STAMPING TO REFERENCE THE PIPE MARK ONLY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0290 ***********************************************************************
 BC0290  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0290  DESIGNATION -  4601
 BC0290  PID         -  BC0290
 BC0290  STATE/COUNTY-  FL/DUVAL
 BC0290  COUNTRY     -  US
 BC0290  USGS QUAD   -  EASTPORT (2018)
 BC0290
 BC0290                         *CURRENT SURVEY CONTROL
 BC0290  ______________________________________________________________________
 BC0290* NAD 83(1986) POSITION- 30 24 17.     (N) 081 30 26.     (W)   SCALED
 BC0290* NAVD 88 ORTHO HEIGHT -     2.562 (meters)        8.41  (feet) ADJUSTED
 BC0290  ______________________________________________________________________
 BC0290  GEOID HEIGHT    -        -28.450 (meters)                     GEOID18
 BC0290  DYNAMIC HEIGHT  -          2.559 (meters)        8.40  (feet) COMP
 BC0290  MODELED GRAVITY -    979,366.2   (mgal)                       NAVD 88
 BC0290
 BC0290  VERT ORDER      -  FIRST     CLASS II
 BC0290
 BC0290.The horizontal coordinates were scaled from a map and have
 BC0290.an estimated accuracy of +/- 6 seconds.
 BC0290
 BC0290.The orthometric height was determined by differential leveling and
 BC0290.adjusted by the NATIONAL GEODETIC SURVEY
 BC0290.in June 1991.
 BC0290
 BC0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0290.GEOID18 height accuracy estimate available here.
 BC0290
 BC0290.This Tidal Bench Mark is designated as VM 5081
 BC0290.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0290
 BC0290.Click photographs - Photos may exist for this station.
 BC0290
 BC0290.The dynamic height is computed by dividing the NAVD 88
 BC0290.geopotential number by the normal gravity value computed on the
 BC0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0290.degrees latitude (g = 980.6199 gals.).
 BC0290
 BC0290.The modeled gravity was interpolated from observed gravity values.
 BC0290
 BC0290;                    North         East    Units  Estimated Accuracy
 BC0290;SPC FL E     -   672,840.      151,260.      MT  (+/- 180 meters Scaled)
 BC0290
 BC0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP512637(NAD 83)
 BC0290
 BC0290                          SUPERSEDED SURVEY CONTROL
 BC0290
 BC0290  NGVD 29 (??/??/92)    2.893  (m)            9.49   (f) SUPERSEDED  1 2
 BC0290  NGVD 29 (09/01/92)    2.893  (m)            9.49   (f) ADJUSTED    1 2
 BC0290
 BC0290.Superseded values are not recommended for survey control.
 BC0290
 BC0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0290.See file dsdata.pdf to determine how the superseded data were derived.
 BC0290
 BC0290_MARKER: DD = SURVEY DISK
 BC0290_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC0290_SP_SET: BRIDGE ABUTMENT
 BC0290_STAMPING: NO STAMPING
 BC0290_MARK LOGO: FLSRD
 BC0290_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0290_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0290+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 BC0290
 BC0290  HISTORY     - Date     Condition        Report By
 BC0290  HISTORY     - UNK      MONUMENTED       FLDT
 BC0290  HISTORY     - 1970     GOOD             NGS
 BC0290  HISTORY     - 1977     GOOD             FLDNR
 BC0290  HISTORY     - 1987     GOOD             FLDNR
 BC0290  HISTORY     - 19910419 GOOD             NGS
 BC0290  HISTORY     - 20040512 GOOD             FLDEP
 BC0290
 BC0290                          STATION DESCRIPTION
 BC0290
 BC0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0290'5 MI W FROM MAYPORT.
 BC0290'ABOUT 5.05 MILES WEST ALONG STATE HIGHWAY 105 FROM THE JUNCTION
 BC0290'OF STATE HIGHWAY A 1 A AND THE WEST FERRY LANDING OF THE NEWPORT
 BC0290'FERRY AT NEWPORT, SET ON THE TOP OF THE NORTHEAST END OF THE
 BC0290'SOUTHEAST ABUTMENT OF THE LARGE BRIDGE OVER CLAPBOARD CREEK, 20.0
 BC0290'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND 1/2 FOOT
 BC0290'ABOVE THE LEVEL OF THE HIGHWAY.
 BC0290
 BC0290                          STATION RECOVERY (1977)
 BC0290
 BC0290'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0290'RECOVERED IN GOOD CONDITION.
 BC0290
 BC0290                          STATION RECOVERY (1987)
 BC0290
 BC0290'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC0290'RECOVERED AS DESCRIBED.
 BC0290
 BC0290                          STATION RECOVERY (1991)
 BC0290
 BC0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0290'5.4 KM (3.4 MI) NORTHERLY ALONG U.S. HIGHWAY 17 (NORTH MAIN STREET)
 BC0290'FROM THE JUNCTION OF U.S. HIGHWAY 1 ALTERNATE IN JACKSONVILLE,
 BC0290'THENCE 15.0 KM (9.3 MI) EASTERLY ALONG STATE HIGHWAY 105 (HECKSCHER
 BC0290'DRIVE), IN TOP OF AND 0.5 M (1.6 FT) SOUTHWEST OF THE NORTHEAST END
 BC0290'OF THE SOUTHEAST CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE SPANNING
 BC0290'CLAPBOARD CREEK, 5.9 M (19.4 FT) NORTHEAST OF THE HIGHWAY CENTERLINE,
 BC0290'AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--THE
 BC0290'ORIGINAL DESCRIPTION STATES THAT THE MARK WAS STAMPED 4601, BUT AN
 BC0290'UNSTAMPED DISK WAS FOUND AT THE DESCRIBED LOCATION.
 BC0290
 BC0290                          STATION RECOVERY (2004)
 BC0290
 BC0290'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0290'RECOVERED IN GOOD CONDITION.
 BC0290'
 BC0290'THE MARK IS IN JACKSONVILLE IN SECTION 20, TOWNSHIP 1 SOUTH, RANGE 28
 BC0290'EAST.
 BC0290'
 BC0290'THE MARK IS CURRENTLY INACCESSIBLE DUE TO THE INSTALLATION OF A METAL
 BC0290'HANDRAIL ON TOP  OF IT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL7608 ***********************************************************************
 DL7608  DESIGNATION -  463 05 LOWE
 DL7608  PID         -  DL7608
 DL7608  STATE/COUNTY-  FL/ORANGE
 DL7608  COUNTRY     -  US
 DL7608  USGS QUAD   -  LAKE POINSETT SW (2018)
 DL7608
 DL7608                         *CURRENT SURVEY CONTROL
 DL7608  ______________________________________________________________________
 DL7608* NAD 83(1986) POSITION- 28 22 05.3    (N) 080 55 37.9    (W)   HD_HELD2
 DL7608* NAVD 88 ORTHO HEIGHT -     7.851 (meters)       25.76  (feet) ADJUSTED
 DL7608  ______________________________________________________________________
 DL7608  GEOID HEIGHT    -        -28.173 (meters)                     GEOID18
 DL7608  DYNAMIC HEIGHT  -          7.840 (meters)       25.72  (feet) COMP
 DL7608  MODELED GRAVITY -    979,189.7   (mgal)                       NAVD 88
 DL7608
 DL7608  VERT ORDER      -  FIRST     CLASS II
 DL7608
 DL7608.The horizontal coordinates were established by autonomous hand held GPS
 DL7608.observations and have an estimated accuracy of +/- 10 meters.
 DL7608
 DL7608.The orthometric height was determined by differential leveling and
 DL7608.adjusted by the NATIONAL GEODETIC SURVEY
 DL7608.in June 2010.
 DL7608
 DL7608.No vertical observational check was made to the station.
 DL7608
 DL7608.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7608.GEOID18 height accuracy estimate available here.
 DL7608
 DL7608.Click photographs - Photos may exist for this station.
 DL7608
 DL7608.The dynamic height is computed by dividing the NAVD 88
 DL7608.geopotential number by the normal gravity value computed on the
 DL7608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7608.degrees latitude (g = 980.6199 gals.).
 DL7608
 DL7608.The modeled gravity was interpolated from observed gravity values.
 DL7608
 DL7608;                    North         East    Units  Estimated Accuracy
 DL7608;SPC FL E     -   447,007.      207,136.      MT  (+/- 10 meters HH2 GPS)
 DL7608
 DL7608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM0713337986(NAD 83)
 DL7608
 DL7608                          SUPERSEDED SURVEY CONTROL
 DL7608
 DL7608.No superseded survey control is available for this station.
 DL7608
 DL7608_MARKER: DD = SURVEY DISK
 DL7608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL7608_STAMPING: 463-05 LOWE 2007
 DL7608_MARK LOGO: FLDEP
 DL7608_PROJECTION: RECESSED 30 CENTIMETERS
 DL7608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL7608+STABILITY: SURFACE MOTION
 DL7608
 DL7608  HISTORY     - Date     Condition        Report By
 DL7608  HISTORY     - 20071201 MONUMENTED       FLDEP
 DL7608  HISTORY     - 2008     GOOD             FLDEP
 DL7608
 DL7608                          STATION DESCRIPTION
 DL7608
 DL7608'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL7608'THE MARK IS LOCATED ABOUT 16.8 MI (27.0 KM) (27.0 KM) SOUTHEAST OF
 DL7608'BITHLO, 14.6 MI (23.5 KM) (23.5) WEST-SOUTHWEST OF COURTENAY, 11.1 MI
 DL7608'(17.9 KM) TO THE INTERSECTION OF U.S. INTERSTATE 95 AND STATE ROAD
 DL7608'520.
 DL7608'
 DL7608'TO REACH THE STATION IS LOCATED ABOUT 16.8 MI (27.0 KM) SOUTHEAST OF
 DL7608'BITHLO, 14.6 MI (23.5 KM) WEST-SOUTHWEST OF COURTENAY AND 11.1 MI
 DL7608'(17.9 KM) WEST-SOUTHWEST OF SHARPS.  CONTINUE WEST ON STATE ROAD 520
 DL7608'FOR 1.85 MI (3.0 KM) (3.0 KM) TO THE JUNCTION OF STATE ROAD 524 ON THE
 DL7608'RIGHT.  CONTINUE WEST ON STATE ROAD 520 FOR 2.95 MI (4.7 KM) (4.7 KM)
 DL7608'TO THE ST.JOHNS BR9IDGE.  CONTINUE WEST ON STATE ROAD 520 FOR 3.05 MI
 DL7608'(4.9 KM) (4.9 KM) TO JUNCTION OF COUNTY ROAD 532 ON THE LEFT.  TURN
 DL7608'LEFT ON COUNTY ROAD 532 AND GO SOUTHERLY FOR 1.0 MI (1.6 KM) (1.6 KM)
 DL7608'TO THE JUNCTION OF A FIELD ENTRANCE ROAD ON THE LEFT.  TURN LEFT ON
 DL7608'THE FIELD ENTRANCE ROD AND GO EAST FOR 144.0 FT (43.9 M) O A
 DL7608'GALVANIZED GATE AND THE MARK ON THE RIGHT, SET AT THE TOP OF A ROUND
 DL7608'CONCRETE MONUMENT RECESSED 1.0 FT (0.3 M) BELOW THE LEVEL OF THE
 DL7608'GROUND AND 1.0 FT (0.3 M) (0.3 M) BELOW THE LEVEL OF A FIELD ENTRANCE
 DL7608'ROAD.
 DL7608'
 DL7608'STATION MARK IS 129.5FT SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD
 DL7608'532, 125.0 FT (38.1 M) (38.1M) SOUTH-SOUTHEAST OF A VERTICAL CONTROL
 DL7608'MARK Y 412, 10.4FT SOUTHWEST OF THE CENTERLINE OF THE FIELD ENTRANCE
 DL7608'ROAD, 2.0 FT (0.6 M) (0.6 M) NORTHWEST OF A 4 STRAND BARBED WIRE FENCE
 DL7608'AND 1.7 FT (0.5 M) NORTHWEST OF A METAL WITNESS POST (NO SIGN).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL7589 ***********************************************************************
 DL7589  DESIGNATION -  463 09
 DL7589  PID         -  DL7589
 DL7589  STATE/COUNTY-  FL/ORANGE
 DL7589  COUNTRY     -  US
 DL7589  USGS QUAD   -  LAKE POINSETT SW (2018)
 DL7589
 DL7589                         *CURRENT SURVEY CONTROL
 DL7589  ______________________________________________________________________
 DL7589* NAD 83(1986) POSITION- 28 22 28.8    (N) 080 54 15.9    (W)   HD_HELD2
 DL7589* NAVD 88 ORTHO HEIGHT -     5.944 (meters)       19.50  (feet) ADJUSTED
 DL7589  ______________________________________________________________________
 DL7589  GEOID HEIGHT    -        -28.169 (meters)                     GEOID18
 DL7589  DYNAMIC HEIGHT  -          5.936 (meters)       19.48  (feet) COMP
 DL7589  MODELED GRAVITY -    979,192.7   (mgal)                       NAVD 88
 DL7589
 DL7589  VERT ORDER      -  FIRST     CLASS II
 DL7589
 DL7589.The horizontal coordinates were established by autonomous hand held GPS
 DL7589.observations and have an estimated accuracy of +/- 10 meters.
 DL7589
 DL7589.The orthometric height was determined by differential leveling and
 DL7589.adjusted by the NATIONAL GEODETIC SURVEY
 DL7589.in June 2010.
 DL7589
 DL7589.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7589.GEOID18 height accuracy estimate available here.
 DL7589
 DL7589.Click photographs - Photos may exist for this station.
 DL7589
 DL7589.The dynamic height is computed by dividing the NAVD 88
 DL7589.geopotential number by the normal gravity value computed on the
 DL7589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7589.degrees latitude (g = 980.6199 gals.).
 DL7589
 DL7589.The modeled gravity was interpolated from observed gravity values.
 DL7589
 DL7589;                    North         East    Units  Estimated Accuracy
 DL7589;SPC FL E     -   447,732.      209,368.      MT  (+/- 10 meters HH2 GPS)
 DL7589
 DL7589_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM0936538710(NAD 83)
 DL7589
 DL7589                          SUPERSEDED SURVEY CONTROL
 DL7589
 DL7589.No superseded survey control is available for this station.
 DL7589
 DL7589_MARKER: DD = SURVEY DISK
 DL7589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL7589_STAMPING: 463-09 PARK 2007
 DL7589_MARK LOGO: FLDEP
 DL7589_PROJECTION: RECESSED 30 CENTIMETERS
 DL7589_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL7589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL7589+STABILITY: SURFACE MOTION
 DL7589
 DL7589  HISTORY     - Date     Condition        Report By
 DL7589  HISTORY     - 2007     MONUMENTED       FLDEP
 DL7589  HISTORY     - 2008     GOOD             FLDEP
 DL7589
 DL7589                          STATION DESCRIPTION
 DL7589
 DL7589'DESCRIBED BY FL DEPT OF ENV PRO 2008 (RSP)
 DL7589'THE MARK IS ABOUT 17.4 MI (28.0 KM) SOUTH-SOUTHWEST OF TITUSVILLE,
 DL7589'13.1 MI (21.1 KM) WEST-SOUTHWEST OF COURTENAY, 9.6 MI (15.4 KM)
 DL7589'WEST-SOUTHWEST OF SHARPS, IN SECTION 27, TOWNSHIP 24 SOUTH, RANGE 34
 DL7589'EAST.
 DL7589'
 DL7589'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (COCOA
 DL7589'BOULEVARD) AND STATE HIGHWAY 520 (KING STREET) IN COCOA, GO WEST ON
 DL7589'STATE HIGHWAY 520 KING STREET) FOR 3.9 MI (6.3 KM) TO THE INTERSECTION
 DL7589'OF INTERSTATE 95 OVERPASS.  CONTINUE WEST ON STATE HIGHWAY 520 FOR
 DL7589'1.95 MI (3.1 KM) TO THE JUNCTION OF STATE HIGHWAY 524 ON THE RIGHT.
 DL7589'CONTINUE NORTHWEST ON STATE HIGHWAY 520 FOR 5.0 MI (8.0 KM) TO THE
 DL7589'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DL7589'RECESSED 1.0 FT (0.3 M) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3
 DL7589'M) BELOW THE LEVEL OF STATE HIGHWAY 520 WESTBOUND LANES.
 DL7589'
 DL7589'LOCATED ABOUT 300.0 FT (91.4 M) NORTH-NORTHWEST OF A FLDEP SURVEY
 DL7589'MARK, 59.0 FT (18.0 M) NORTH-NORTHEAST OF THE CENTERLINE OF STATE
 DL7589'HIGHWAY 520 WESTBOUND LANES, 13.0 FT (4.0 M) WEST OF A 3-INCH (8 CM)
 DL7589'PVC FIBER OPTIC WITNESS POST NUMBER 133, 12.5 FT (3.8 M)
 DL7589'EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A GATED PARK ENTRANCE
 DL7589'ROAD AND 2.7 FT (0.8 M) SOUTH-SOUTHWEST OF A 8.0 FT (2.4 M) TALL CHAIN
 DL7589'LINK FENCE.
 DL7589'
 DL7589'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL7589'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI3217 ***********************************************************************
 AI3217  TIDAL BM    -  This is a Tidal Bench Mark.
 AI3217  DESIGNATION -  4691 DA 04
 AI3217  PID         -  AI3217
 AI3217  STATE/COUNTY-  FL/BAY
 AI3217  COUNTRY     -  US
 AI3217  USGS QUAD   -  PANAMA CITY (2018)
 AI3217
 AI3217                         *CURRENT SURVEY CONTROL
 AI3217  ______________________________________________________________________
 AI3217* NAD 83(1986) POSITION- 30 07 31.47   (N) 085 44 08.02   (W)   HD_HELD1
 AI3217* NAVD 88 ORTHO HEIGHT -     6.960 (meters)       22.83  (feet) ADJUSTED
 AI3217  ______________________________________________________________________
 AI3217  GEOID HEIGHT    -        -27.652 (meters)                     GEOID18
 AI3217  DYNAMIC HEIGHT  -          6.950 (meters)       22.80  (feet) COMP
 AI3217  MODELED GRAVITY -    979,317.3   (mgal)                       NAVD 88
 AI3217
 AI3217  VERT ORDER      -  FIRST     CLASS II
 AI3217
 AI3217.The horizontal coordinates were determined by differentially corrected
 AI3217.hand held GPS observations or other comparable positioning techniques
 AI3217.and have an estimated accuracy of +/- 3 meters.
 AI3217
 AI3217.The orthometric height was determined by differential leveling and
 AI3217.adjusted by the NATIONAL GEODETIC SURVEY
 AI3217.in May 2001.
 AI3217
 AI3217.No vertical observational check was made to the station.
 AI3217
 AI3217.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3217.GEOID18 height accuracy estimate available here.
 AI3217
 AI3217.This Tidal Bench Mark is designated as VM 12496
 AI3217.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI3217
 AI3217.Click photographs - Photos may exist for this station.
 AI3217
 AI3217.The dynamic height is computed by dividing the NAVD 88
 AI3217.geopotential number by the normal gravity value computed on the
 AI3217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3217.degrees latitude (g = 980.6199 gals.).
 AI3217
 AI3217.The modeled gravity was interpolated from observed gravity values.
 AI3217
 AI3217;                    North         East    Units  Estimated Accuracy
 AI3217;SPC FL N     -   125,393.6     480,943.9     MT  (+/- 3 meters HH1 GPS) 
 AI3217
 AI3217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU2180333356(NAD 83)
 AI3217
 AI3217                          SUPERSEDED SURVEY CONTROL
 AI3217
 AI3217.No superseded survey control is available for this station.
 AI3217
 AI3217_MARKER: DD = SURVEY DISK
 AI3217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI3217_STAMPING: 46 91 DA 04
 AI3217_MARK LOGO: FLDNR
 AI3217_PROJECTION: RECESSED 5 CENTIMETERS
 AI3217_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AI3217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI3217+STABILITY: SURFACE MOTION
 AI3217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI3217+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2018
 AI3217
 AI3217  HISTORY     - Date     Condition        Report By
 AI3217  HISTORY     - UNK      MONUMENTED       FLDNR
 AI3217  HISTORY     - 19910823 GOOD             FLDNR
 AI3217  HISTORY     - 20170124 GOOD             FLDEP
 AI3217  HISTORY     - 20180517 GOOD             FLDEP
 AI3217
 AI3217                          STATION DESCRIPTION
 AI3217
 AI3217'DESCRIBED BY FL DEPT OF NAT RES 1991 (VAC)
 AI3217'THE MARK IS ABOUT 4.0 MI (6.4 KM) SOUTH-SOUTHWEST OF THE HATHAWAY
 AI3217'BRIDGE OVER ST. ANDREWS BAY IN SECTION 22, T 4 S, R 15 W. TO REACH THE
 AI3217'MARK FROM THE WEST END OF THE HATHAWAY BRIDGE OVER ST. ANDREWS BAY, GO
 AI3217'WEST ON U.S. HIGHWAY 98 FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF THOMAS
 AI3217'DRIVE (COUNTY ROAD 3031) ON THE LEFT, TURN LEFT AND GO SOUTH ON THOMAS
 AI3217'DRIVE (COUNTY ROAD 3031) FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF COUNTY
 AI3217'ROAD 392, TURN LEFT AND GO EAST ON COUNTY ROAD 392 FOR 0.5 MI (0.8 KM)
 AI3217'TO A GATE AT THE ENTRANCE TO THE ST. ANDREWS STATE PARK, CONTINUE
 AI3217'NORTHEASTERLY THROUGH THE GATE FOR 0.1 MI (0.2 KM) TO THE RANGER
 AI3217'STATION, CONTINUE NORTHEASTERLY PASSED THE RANGER STATION FOR 0.80 MI
 AI3217'(1.29 KM) TO A FOUR WAY INTERSECTION, TURN RIGHT AND GO SOUTHEAST FOR
 AI3217'0.4 MI (0.6 KM) TO THE JETTIES PICNIC AREA, TURN LEFT AND GO SOUTH TO
 AI3217'THE END OF THE PARKING AREA AND END OF TRUCK TRAVEL.  THE MARK IS ON
 AI3217'TOP OF A SAND DUNE. LOCATED 169.5 FT (51.7 M) SOUTHWEST OF THE
 AI3217'SOUTHWEST EDGE OF THE ASPHALT PARKING AREA, 102.0 FT (31.1 M) WEST OF
 AI3217'THE SOUTHWEST CORNER OF A WOOD SIDING BUILDING AND 2.5 FT (0.8 M)
 AI3217'SOUTHWEST OF A CARSONITE WITNESS POST.
 AI3217
 AI3217                          STATION RECOVERY (2017)
 AI3217
 AI3217'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (MAH)
 AI3217'RECOVERED AS DESCRIBED.
 AI3217
 AI3217                          STATION RECOVERY (2018)
 AI3217
 AI3217'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AI3217'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3116 ***********************************************************************
 DQ3116  DESIGNATION -  47 A
 DQ3116  PID         -  DQ3116
 DQ3116  STATE/COUNTY-  FL/HERNANDO
 DQ3116  COUNTRY     -  US
 DQ3116  USGS QUAD   -  LACOOCHEE (2018)
 DQ3116
 DQ3116                         *CURRENT SURVEY CONTROL
 DQ3116  ______________________________________________________________________
 DQ3116* NAD 83(1986) POSITION- 28 28 46.8    (N) 082 10 39.7    (W)   HD_HELD2
 DQ3116* NAVD 88 ORTHO HEIGHT -    23.900 (meters)       78.41  (feet) ADJUSTED
 DQ3116  ______________________________________________________________________
 DQ3116  GEOID HEIGHT    -        -26.681 (meters)                     GEOID18
 DQ3116  DYNAMIC HEIGHT  -         23.865 (meters)       78.30  (feet) COMP
 DQ3116  MODELED GRAVITY -    979,200.3   (mgal)                       NAVD 88
 DQ3116
 DQ3116  VERT ORDER      -  FIRST     CLASS II
 DQ3116
 DQ3116.The horizontal coordinates were established by autonomous hand held GPS
 DQ3116.observations and have an estimated accuracy of +/- 10 meters.
 DQ3116
 DQ3116.The orthometric height was determined by differential leveling and
 DQ3116.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3116.in October 2016.
 DQ3116
 DQ3116.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3116.GEOID18 height accuracy estimate available here.
 DQ3116
 DQ3116.Click photographs - Photos may exist for this station.
 DQ3116
 DQ3116.The dynamic height is computed by dividing the NAVD 88
 DQ3116.geopotential number by the normal gravity value computed on the
 DQ3116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3116.degrees latitude (g = 980.6199 gals.).
 DQ3116
 DQ3116.The modeled gravity was interpolated from observed gravity values.
 DQ3116
 DQ3116;                    North         East    Units  Estimated Accuracy
 DQ3116;SPC FL W     -   459,377.      182,601.      MT  (+/- 10 meters HH2 GPS)
 DQ3116
 DQ3116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8471850904(NAD 83)
 DQ3116
 DQ3116                          SUPERSEDED SURVEY CONTROL
 DQ3116
 DQ3116.No superseded survey control is available for this station.
 DQ3116
 DQ3116_MARKER: DD = SURVEY DISK
 DQ3116_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ3116_SP_SET: BRIDGE GUARDRAIL
 DQ3116_STAMPING: BM 47 A
 DQ3116_MARK LOGO: FLDT
 DQ3116_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ3116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3116+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2015
 DQ3116
 DQ3116  HISTORY     - Date     Condition        Report By
 DQ3116  HISTORY     - UNK      MONUMENTED       FLDT
 DQ3116  HISTORY     - 20151006 GOOD             FLDEP
 DQ3116
 DQ3116                          STATION DESCRIPTION
 DQ3116
 DQ3116'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3116'THE MARK IS ABOUT 7.7 MI (12.4 KM) EAST OF SPRING LAKE, 6.8 MI (10.9
 DQ3116'KM) WEST OF CLAY SINK, 1.0 MI (1.6 KM) NORTH-NORTHWEST OF LACOOCHEE,
 DQ3116'IN SECTION 14, TOWNSHIP 23 SOUTH, RANGE 21 EAST.
 DQ3116'
 DQ3116'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND U.S.
 DQ3116'HIGHWAY 301 ABOUT 1.1 MI (1.8 KM) NORTHEAST OF RIDGE MANOR, GO SOUTH
 DQ3116'ON U.S. HIGHWAY 301 FOR 2.0 MI (3.2 KM) TO THE SOUTH END OF THE
 DQ3116'WITHLACOOCHEE RIVER BRIDGE AND THE MARK ON THE LEFT, SET IN THE TOP OF
 DQ3116'A CONCRETE GUARDRAIL AND ABOUT 2.9 FT (0.9 M) ABOVE THE LEVEL OF U.S.
 DQ3116'HIGHWAY 301.
 DQ3116'
 DQ3116'LOCATED 22.4 FT (6.8 M) EAST OF THE APPROXIMATE CENTERLINE OF U.S.
 DQ3116'HIGHWAY 301 AND 4.8 FT (1.5 M) NORTH OF THE SOUTH END OF A CONCRETE
 DQ3116'GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3117 ***********************************************************************
 DQ3117  DESIGNATION -  47 B
 DQ3117  PID         -  DQ3117
 DQ3117  STATE/COUNTY-  FL/HERNANDO
 DQ3117  COUNTRY     -  US
 DQ3117  USGS QUAD   -  LACOOCHEE (2018)
 DQ3117
 DQ3117                         *CURRENT SURVEY CONTROL
 DQ3117  ______________________________________________________________________
 DQ3117* NAD 83(1986) POSITION- 28 28 50.2    (N) 082 10 39.1    (W)   HD_HELD2
 DQ3117* NAVD 88 ORTHO HEIGHT -    23.941 (meters)       78.55  (feet) ADJUSTED
 DQ3117  ______________________________________________________________________
 DQ3117  GEOID HEIGHT    -        -26.682 (meters)                     GEOID18
 DQ3117  DYNAMIC HEIGHT  -         23.906 (meters)       78.43  (feet) COMP
 DQ3117  MODELED GRAVITY -    979,200.5   (mgal)                       NAVD 88
 DQ3117
 DQ3117  VERT ORDER      -  FIRST     CLASS II
 DQ3117
 DQ3117.The horizontal coordinates were established by autonomous hand held GPS
 DQ3117.observations and have an estimated accuracy of +/- 10 meters.
 DQ3117
 DQ3117.The orthometric height was determined by differential leveling and
 DQ3117.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3117.in October 2016.
 DQ3117
 DQ3117.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3117.GEOID18 height accuracy estimate available here.
 DQ3117
 DQ3117.Click photographs - Photos may exist for this station.
 DQ3117
 DQ3117.The dynamic height is computed by dividing the NAVD 88
 DQ3117.geopotential number by the normal gravity value computed on the
 DQ3117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3117.degrees latitude (g = 980.6199 gals.).
 DQ3117
 DQ3117.The modeled gravity was interpolated from observed gravity values.
 DQ3117
 DQ3117;                    North         East    Units  Estimated Accuracy
 DQ3117;SPC FL W     -   459,482.      182,617.      MT  (+/- 10 meters HH2 GPS)
 DQ3117
 DQ3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8473551008(NAD 83)
 DQ3117
 DQ3117                          SUPERSEDED SURVEY CONTROL
 DQ3117
 DQ3117.No superseded survey control is available for this station.
 DQ3117
 DQ3117_MARKER: DD = SURVEY DISK
 DQ3117_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ3117_SP_SET: BRIDGE GUARDRAIL
 DQ3117_STAMPING: BM 47 B
 DQ3117_MARK LOGO: FLDT
 DQ3117_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ3117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3117+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2015
 DQ3117
 DQ3117  HISTORY     - Date     Condition        Report By
 DQ3117  HISTORY     - UNK      MONUMENTED       FLDT
 DQ3117  HISTORY     - 20151006 GOOD             FLDEP
 DQ3117
 DQ3117                          STATION DESCRIPTION
 DQ3117
 DQ3117'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3117'THE MARK IS ABOUT 7.7 MI (12.4 KM) EAST OF SPRING LAKE, 6.8 MI (10.9
 DQ3117'KM) WEST OF CLAY SINK, 1.1 MI (1.8 KM) NORTH-NORTHWEST OF LACOOCHEE,
 DQ3117'IN SECTION 14, TOWNSHIP 23 SOUTH, RANGE 21 EAST.
 DQ3117'
 DQ3117'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND U.S.
 DQ3117'HIGHWAY 301 ABOUT 1.1 MI (1.8 KM) NORTHEAST OF RIDGE MANOR, GO SOUTH
 DQ3117'ON U.S. HIGHWAY 301 FOR 1.95 MI (3.14 KM) TO THE NORTH END OF THE
 DQ3117'WITHLACOOCHEE RIVER BRIDGE AND THE MARK ON THE RIGHT, SET IN THE TOP
 DQ3117'OF A CONCRETE GUARDRAIL AND ABOUT 2.9 FT (0.9 M) ABOVE THE LEVEL OF
 DQ3117'U.S. HIGHWAY 301.
 DQ3117'
 DQ3117'LOCATED 23.5 FT (7.2 M) WEST OF THE APPROXIMATE CENTERLINE OF U.S.
 DQ3117'HIGHWAY 301 AND 5.1 FT (1.6 M) SOUTH OF THE NORTH END OF A CONCRETE
 DQ3117'GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD0531 ***********************************************************************
 BD0531  DESIGNATION -  47.05 C OF P
 BD0531  PID         -  BD0531
 BD0531  STATE/COUNTY-  FL/TAYLOR
 BD0531  COUNTRY     -  US
 BD0531  USGS QUAD   -  PERRY (2018)
 BD0531
 BD0531                         *CURRENT SURVEY CONTROL
 BD0531  ______________________________________________________________________
 BD0531* NAD 83(1986) POSITION- 30 07 02.     (N) 083 34 56.     (W)   SCALED
 BD0531* NAVD 88 ORTHO HEIGHT -    14.187 (meters)       46.55  (feet) ADJUSTED
 BD0531  ______________________________________________________________________
 BD0531  GEOID HEIGHT    -        -27.743 (meters)                     GEOID18
 BD0531  DYNAMIC HEIGHT  -         14.169 (meters)       46.49  (feet) COMP
 BD0531  MODELED GRAVITY -    979,327.1   (mgal)                       NAVD 88
 BD0531
 BD0531  VERT ORDER      -  FIRST     CLASS I
 BD0531
 BD0531.The horizontal coordinates were scaled from a map and have
 BD0531.an estimated accuracy of +/- 6 seconds.
 BD0531
 BD0531.The orthometric height was determined by differential leveling and
 BD0531.adjusted by the NATIONAL GEODETIC SURVEY
 BD0531.in June 1991.
 BD0531
 BD0531.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD0531.GEOID18 height accuracy estimate available here.
 BD0531
 BD0531.Click photographs - Photos may exist for this station.
 BD0531
 BD0531.The dynamic height is computed by dividing the NAVD 88
 BD0531.geopotential number by the normal gravity value computed on the
 BD0531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0531.degrees latitude (g = 980.6199 gals.).
 BD0531
 BD0531.The modeled gravity was interpolated from observed gravity values.
 BD0531
 BD0531;                    North         East    Units  Estimated Accuracy
 BD0531;SPC FL N     -   124,200.      688,440.      MT  (+/- 180 meters Scaled)
 BD0531
 BD0531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP512345(NAD 83)
 BD0531
 BD0531                          SUPERSEDED SURVEY CONTROL
 BD0531
 BD0531  NGVD 29 (??/??/92)   14.397  (m)           47.23   (f) ADJ UNCH    1 1
 BD0531
 BD0531.Superseded values are not recommended for survey control.
 BD0531
 BD0531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0531.See file dsdata.pdf to determine how the superseded data were derived.
 BD0531
 BD0531_MARKER: DD = SURVEY DISK
 BD0531_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BD0531_SP_SET: STEP
 BD0531_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BD0531
 BD0531  HISTORY     - Date     Condition        Report By
 BD0531  HISTORY     - UNK      MONUMENTED       LOCENG
 BD0531  HISTORY     - 1967     GOOD             CGS
 BD0531  HISTORY     - 1978     MARK NOT FOUND   NGS
 BD0531
 BD0531                          STATION DESCRIPTION
 BD0531
 BD0531'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BD0531'AT PERRY.
 BD0531'AT PERRY, IN SECTION 24, R 27 E, T 4 S, ON THE TOP OF THE
 BD0531'SOUTH END OF THE BOTTOM STEP LEADING TO THE WEST ENTRANCE TO THE
 BD0531'COURTHOUSE BUILDING, 12 FEET SOUTH OF THE APPROXIMATE CENTER
 BD0531'OF THE WEST ENTRANCE TO COURTHOUSE, 1 FOOT NORTH OF THE SOUTH
 BD0531'END OF THE STEP, A 5-BY-7 INCH MARBLE SLAB WITH THE ENGARVING
 BD0531'47.05 FT ABOVE SEA LEVEL MB JFK AND 0.8 FOOT ABOVE THE LEVEL
 BD0531'OF THE GROUND.  NOTE-- PLANS ARE FOR A NEW COURTHOUSE TO BE
 BD0531'ERECTED AT THIS SITE AND THIS MARK WILL PROBABLY BE DESTROYED
 BD0531'DURING THE DEMOLITION OF THE PRESENT STRUCTURE.  BENCH MARK
 BD0531'PERRY RESET 1953 IS LOCATED NEARBY AND WILL PROBABLY REMAIN
 BD0531'DURING THE CONSTRUCTION OF THE NEW COURTHOUSE.
 BD0531
 BD0531                          STATION RECOVERY (1978)
 BD0531
 BD0531'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BD0531'SEARCHED FOR NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9132 ***********************************************************************
 DI9132  DESIGNATION -  478
 DI9132  PID         -  DI9132
 DI9132  STATE/COUNTY-  FL/OSCEOLA
 DI9132  COUNTRY     -  US
 DI9132  USGS QUAD   -  KISSIMMEE (2018)
 DI9132
 DI9132                         *CURRENT SURVEY CONTROL
 DI9132  ______________________________________________________________________
 DI9132* NAD 83(1986) POSITION- 28 19 03.1    (N) 081 28 08.0    (W)   HD_HELD2
 DI9132* NAVD 88 ORTHO HEIGHT -    23.819 (meters)       78.15  (feet) ADJUSTED
 DI9132  ______________________________________________________________________
 DI9132  GEOID HEIGHT    -        -27.740 (meters)                     GEOID18
 DI9132  DYNAMIC HEIGHT  -         23.783 (meters)       78.03  (feet) COMP
 DI9132  MODELED GRAVITY -    979,168.1   (mgal)                       NAVD 88
 DI9132
 DI9132  VERT ORDER      -  FIRST     CLASS II
 DI9132
 DI9132.The horizontal coordinates were established by autonomous hand held GPS
 DI9132.observations and have an estimated accuracy of +/- 10 meters.
 DI9132
 DI9132.The orthometric height was determined by differential leveling and
 DI9132.adjusted by the NATIONAL GEODETIC SURVEY
 DI9132.in April 2010.
 DI9132
 DI9132.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9132.GEOID18 height accuracy estimate available here.
 DI9132
 DI9132.Click photographs - Photos may exist for this station.
 DI9132
 DI9132.The dynamic height is computed by dividing the NAVD 88
 DI9132.geopotential number by the normal gravity value computed on the
 DI9132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9132.degrees latitude (g = 980.6199 gals.).
 DI9132
 DI9132.The modeled gravity was interpolated from observed gravity values.
 DI9132
 DI9132;                    North         East    Units  Estimated Accuracy
 DI9132;SPC FL E     -   441,485.      154,018.      MT  (+/- 10 meters HH2 GPS)
 DI9132
 DI9132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5403332466(NAD 83)
 DI9132
 DI9132                          SUPERSEDED SURVEY CONTROL
 DI9132
 DI9132.No superseded survey control is available for this station.
 DI9132
 DI9132_MARKER: DD = SURVEY DISK
 DI9132_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI9132_SP_SET: OVERFLOW DRAIN
 DI9132_STAMPING: 478
 DI9132_MARK LOGO: FL-097
 DI9132_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI9132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI9132+STABILITY: SURFACE MOTION
 DI9132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9132+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2024
 DI9132
 DI9132  HISTORY     - Date     Condition        Report By
 DI9132  HISTORY     - UNK      MONUMENTED       FL-097
 DI9132  HISTORY     - 20050507 GOOD             FLDEP
 DI9132  HISTORY     - 20170103 GOOD             ARCSHE
 DI9132  HISTORY     - 20241024 GOOD             GEOCAC
 DI9132
 DI9132                          STATION DESCRIPTION
 DI9132
 DI9132'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI9132'THE MARK IS ABOUT 4.5 MI (7.2 KM) NORTHWEST OF KISSIMMEE, 3.8 MI (6.1
 DI9132'KM) NORTH OF CAMPBELL, IN SECTION 13, TOWNSHIP 25 SOUTH, RANGE 28
 DI9132'EAST.
 DI9132'
 DI9132'TO REACH THE MARK FROM THE INTERSECTION OF JOHN YOUNG PARKWAY (U.S.
 DI9132'HIGHWAY 17, 92 SOUTH) AND VINE STREET (U.S. HIGHWAY 192) IN KISSIMMEE,
 DI9132'GO WEST ON VINE STREET (U.S. HIGHWAY 192) FOR 4.55 MI(7.3 KM) TO THE
 DI9132'JUNCTION OF OLD VINELAND ROAD ON THE RIGHT AND THE MARK ON THE RIGHT,
 DI9132'SET IN THE TOP OF THE SOUTHWEST CORNER OF AN OVERFLOW DRAIN ABOUT 3.0
 DI9132'FT (0.9 M) ABOVE OLD VINELAND ROAD.
 DI9132'
 DI9132'LOCATED ABOUT 135.0 FT (41.1 M) EAST OF THE EAST EDGE OF U.S. HIGHWAY
 DI9132'192 NORTHBOUND LANES, 51.0 FT (15.5 M) SOUTHEAST OF THE EAST LEG OF A
 DI9132'KISSIMMEE SHOPPING CENTER SIGN, 43.0 FT (13.1 M) NORTH OF THE NORTH
 DI9132'EDGE OF OLD VINELAND ROAD, 41.0 FT (12.5 M) SOUTHEAST OF THE SOUTHWEST
 DI9132'CORNER OF KISSIMMEE SHOPPING CENTER PARKING LOT.
 DI9132
 DI9132                          STATION RECOVERY (2017)
 DI9132
 DI9132'RECOVERY NOTE BY ARCHER-SHEE LAND SURVEYING 2017 (MRA)
 DI9132'RECOVERED IN GOOD CONDITION.
 DI9132
 DI9132                          STATION RECOVERY (2024)
 DI9132
 DI9132'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DI9132'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7021 ***********************************************************************
 AK7021  DESIGNATION -  47=RTMP 02
 AK7021  PID         -  AK7021
 AK7021  STATE/COUNTY-  FL/SUMTER
 AK7021  COUNTRY     -  US
 AK7021  USGS QUAD   -  MASCOTTE (2018)
 AK7021
 AK7021                         *CURRENT SURVEY CONTROL
 AK7021  ______________________________________________________________________
 AK7021* NAD 83(2011) POSITION- 28 34 45.12945(N) 081 58 38.15024(W)   ADJUSTED
 AK7021* NAD 83(2011) ELLIP HT-    11.130 (meters)        (06/27/12)   ADJUSTED
 AK7021* NAD 83(2011) EPOCH   -  2010.00
 AK7021* NAVD 88 ORTHO HEIGHT -    38.082 (meters)      124.94  (feet) ADJUSTED
 AK7021  ______________________________________________________________________
 AK7021  GEOID HEIGHT    -        -26.945 (meters)                     GEOID18
 AK7021  NAD 83(2011) X  -    782,310.751 (meters)                     COMP
 AK7021  NAD 83(2011) Y  - -5,550,448.033 (meters)                     COMP
 AK7021  NAD 83(2011) Z  -  3,033,033.400 (meters)                     COMP
 AK7021  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 AK7021  DYNAMIC HEIGHT  -         38.028 (meters)      124.76  (feet) COMP
 AK7021  MODELED GRAVITY -    979,212.2   (mgal)                       NAVD 88
 AK7021
 AK7021  VERT ORDER      -  FIRST     CLASS II
 AK7021
 AK7021  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7021  Standards:
 AK7021         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7021            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7021  -------------------------------------------------------------------
 AK7021  NETWORK    1.02   1.39           0.44   0.39   0.71     -0.14082682
 AK7021  -------------------------------------------------------------------
 AK7021  Click here for local accuracies and other accuracy information.
 AK7021
 AK7021.The horizontal coordinates were established by GPS observations
 AK7021.and adjusted by the National Geodetic Survey in June 2012.
 AK7021
 AK7021.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7021.been affixed to the stable North American tectonic plate. See 
 AK7021.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7021
 AK7021.The horizontal coordinates are valid at the epoch date displayed above
 AK7021.which is a decimal equivalence of Year/Month/Day.
 AK7021
 AK7021.The orthometric height was determined by differential leveling and
 AK7021.adjusted by the NATIONAL GEODETIC SURVEY
 AK7021.in January 2006.
 AK7021
 AK7021.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7021.GEOID18 height accuracy estimate available here.
 AK7021
 AK7021.Click photographs - Photos may exist for this station.
 AK7021
 AK7021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7021
 AK7021.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7021
 AK7021.The ellipsoidal height was determined by GPS observations
 AK7021.and is referenced to NAD 83.
 AK7021
 AK7021.The dynamic height is computed by dividing the NAVD 88
 AK7021.geopotential number by the normal gravity value computed on the
 AK7021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7021.degrees latitude (g = 980.6199 gals.).
 AK7021
 AK7021.The modeled gravity was interpolated from observed gravity values.
 AK7021
 AK7021. The following values were computed from the NAD 83(2011) position.
 AK7021
 AK7021;                    North         East     Units Scale Factor Converg.
 AK7021;SPC FL W     -   470,395.055   202,224.157   MT  0.99994124   +0 00 39.2
 AK7021;SPC FL W     - 1,543,287.78    663,463.76   sFT  0.99994124   +0 00 39.2
 AK7021;UTM  17      - 3,161,756.252   404,429.081   MT  0.99971272   -0 28 03.1
 AK7021
 AK7021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7021!SPC FL W     -   0.99999825  x   0.99994124  =   0.99993949
 AK7021!UTM  17      -   0.99999825  x   0.99971272  =   0.99971097
 AK7021
 AK7021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0442961756(NAD 83)
 AK7021
 AK7021                          SUPERSEDED SURVEY CONTROL
 AK7021
 AK7021  NAD 83(2007)-  28 34 45.12923(N)    081 58 38.15070(W) AD(2002.00) 0
 AK7021  ELLIP H (02/10/07)   11.152  (m)                       GP(2002.00)    
 AK7021  NAD 83(1999)-  28 34 45.12978(N)    081 58 38.15080(W) AD(       ) 1
 AK7021  ELLIP H (06/19/01)   11.135  (m)                       GP(       ) 4 1
 AK7021  NAD 83(1990)-  28 34 45.12747(N)    081 58 38.15102(W) AD(       ) 1
 AK7021  NAD 83(1990)-  28 34 45.12747(N)    081 58 38.15102(W) AD(       ) 2
 AK7021  ELLIP H (11/27/91)   11.182  (m)                       GP(       ) 4 1
 AK7021  NAVD 88 (05/31/95)   38.1    (m)  GEOID93  model used  GPS OBS        
 AK7021  NGVD 29 (11/27/91)   38.3    (m)  UNKNOWN  model used  GPS OBS        
 AK7021
 AK7021.Superseded values are not recommended for survey control.
 AK7021
 AK7021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7021.See file dsdata.pdf to determine how the superseded data were derived.
 AK7021
 AK7021_MARKER: DB = BENCH MARK DISK
 AK7021_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AK7021_SP_SET: ABUTMENT WINGWALL
 AK7021_STAMPING: BM NO. 47 125.897 PT-MP-002
 AK7021_MARK LOGO: FLSRD
 AK7021_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK7021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7021+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2004
 AK7021
 AK7021  HISTORY     - Date     Condition        Report By
 AK7021  HISTORY     - 1990     MONUMENTED       LOCSUR
 AK7021  HISTORY     - 19940517 GOOD             HOLLIN
 AK7021  HISTORY     - 19980115 GOOD             USPSQD
 AK7021  HISTORY     - 20040222 GOOD             FLDEP
 AK7021
 AK7021                          STATION DESCRIPTION
 AK7021
 AK7021'DESCRIBED BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1990
 AK7021'THE STATION IS LOCATED ABOUT 4.5 MI (7.2 KM) SOUTH OF CENTER HILL, 4.5
 AK7021'MI (7.2 KM) WEST OF MASCOTTE, ALONG STATE ROAD 50, IN MABEL, IN
 AK7021'SECTION 14, TOWNSHIP 22 SOUTH, RANGE 23 EAST, SUMTER COUNTY, FLORIDA.
 AK7021'TO REACH THE STATION FROM THE INTERSECTION OF SUMTER COUNTY ROAD 469
 AK7021'AND STATE ROAD 50, GO WEST ON STATE ROAD 50 FOR 1.1 MI (1.8 KM) TO
 AK7021'THE OVERPASS BRIDGE AT THE INTERSECTION OF SAID STATE ROAD 50 AND THE
 AK7021'ABANDONED CSX TRANSPORTATION RAILROAD CORRIDOR, AND TO THE STATION ON
 AK7021'THE LEFT. THE STATION IS A STATE ROAD DEPARTMENT DISK SET IN THE
 AK7021'SOUTHWEST CONCRETE WINGWALL OF SAID STATE ROAD 50 OVERPASS BRIDGE.
 AK7021'REFERENCES--
 AK7021'NAIL AND DISK (LB 4741) SET IN THE SOUTH EDGE OF PAVEMENT OF STATE
 AK7021'ROAD 50, SOUTH 70 DEGREES WEST AT 70.10 FT (21.37 M) .
 AK7021'NAIL AND DISK (LB 4741) SET IN THE NORTH EDGE OF PAVEMENT OF STATE
 AK7021'ROAD 50, NORTH 59 DEGREES WEST AT 29.57 FT (9.01 M) .
 AK7021'NAIL AND DISK (LB 4741) SET IN THE SOUTH CONCRETE GAURD RAIL OF STATE
 AK7021'ROAD 50 BRIDGE, NORTH 65 DEGREES EAST AT 33.20 FT (10.12 M) .
 AK7021'REBAR AND CAP (LB 4741) SET IN ABANDONED CSX RAILROAD BED, SOUTH 88
 AK7021'DEGREES EAST AT 112.04 FT (34.15 M) .
 AK7021'SET CARSONITE WITNESS POST SOUTH 19 DEGREES EAST AT 2.7 FT (0.8 M) .
 AK7021
 AK7021                          STATION RECOVERY (1994)
 AK7021
 AK7021'RECOVERY NOTE BY HOLLINGSWORTH AND ASSOCIATES I 1994 (JH)
 AK7021'RECOVERED AS DESCRIBED.
 AK7021
 AK7021                          STATION RECOVERY (1998)
 AK7021
 AK7021'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK7021'RECOVERED IN GOOD CONDITION.
 AK7021
 AK7021                          STATION RECOVERY (2004)
 AK7021
 AK7021'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AK7021'RECOVERED IN GOOD CONDITION.
 AK7021'
 AK7021'NOTE DISK LOGO READS FLORIDA STATE ROADS DEPARTMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ3298 ***********************************************************************
 AJ3298  DESIGNATION -  48
 AJ3298  PID         -  AJ3298
 AJ3298  STATE/COUNTY-  FL/OKEECHOBEE
 AJ3298  COUNTRY     -  US
 AJ3298  USGS QUAD   -  FORT DRUM (2018)
 AJ3298
 AJ3298                         *CURRENT SURVEY CONTROL
 AJ3298  ______________________________________________________________________
 AJ3298* NAD 83(1986) POSITION- 27 36 49.8    (N) 080 51 25.4    (W)   HD_HELD2
 AJ3298* NAVD 88 ORTHO HEIGHT -    20.117 (meters)       66.00  (feet) ADJUSTED
 AJ3298  ______________________________________________________________________
 AJ3298  GEOID HEIGHT    -        -26.758 (meters)                     GEOID18
 AJ3298  DYNAMIC HEIGHT  -         20.087 (meters)       65.90  (feet) COMP
 AJ3298  MODELED GRAVITY -    979,157.0   (mgal)                       NAVD 88
 AJ3298
 AJ3298  VERT ORDER      -  SECOND    CLASS I
 AJ3298
 AJ3298.The horizontal coordinates were established by autonomous hand held GPS
 AJ3298.observations and have an estimated accuracy of +/- 10 meters.
 AJ3298
 AJ3298.The orthometric height was determined by differential leveling and
 AJ3298.adjusted by the NATIONAL GEODETIC SURVEY
 AJ3298.in October 2001.
 AJ3298
 AJ3298.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ3298.GEOID18 height accuracy estimate available here.
 AJ3298
 AJ3298.Click photographs - Photos may exist for this station.
 AJ3298
 AJ3298.The dynamic height is computed by dividing the NAVD 88
 AJ3298.geopotential number by the normal gravity value computed on the
 AJ3298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3298.degrees latitude (g = 980.6199 gals.).
 AJ3298
 AJ3298.The modeled gravity was interpolated from observed gravity values.
 AJ3298
 AJ3298;                    North         East    Units  Estimated Accuracy
 AJ3298;SPC FL E     -   363,426.      214,109.      MT  (+/- 10 meters HH2 GPS)
 AJ3298
 AJ3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL1410454434(NAD 83)
 AJ3298
 AJ3298                          SUPERSEDED SURVEY CONTROL
 AJ3298
 AJ3298.No superseded survey control is available for this station.
 AJ3298
 AJ3298_MARKER: DD = SURVEY DISK
 AJ3298_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AJ3298_STAMPING: BM 48
 AJ3298_MARK LOGO: FLDT
 AJ3298_PROJECTION: RECESSED 3 CENTIMETERS
 AJ3298_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3298+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2021
 AJ3298
 AJ3298  HISTORY     - Date     Condition        Report By
 AJ3298  HISTORY     - UNK      MONUMENTED       FLDT
 AJ3298  HISTORY     - 19991112 GOOD             FLDEP
 AJ3298  HISTORY     - 20211107 GOOD             GEOCAC
 AJ3298
 AJ3298                          STATION DESCRIPTION
 AJ3298
 AJ3298'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ3298'THE MARK IS ABOUT 27.9 MI (44.9 KM) NORTH OF OKEECHOBEE, 6.7 MI (10.8
 AJ3298'KM) SOUTH OF YEE HAW JUNCTION ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 AJ3298'441, IN SECTION 8, TOWNSHIP 33 SOUTH, RANGE 35 EAST. TO REACH THE MARK
 AJ3298'FROM THE JUNCTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 AT YEE HAW
 AJ3298'JUNCTION, GO SOUTHEASTERLY ON U.S. HIGHWAY 441 FOR 6.7 MI (10.8 KM) TO
 AJ3298'THE MARK ON THE RIGHT, SET IN THE TOP OF A PREFABRICATED CONCRETE POST
 AJ3298'FLUSH WITH THE GROUND AND 2.5 FT (0.8 M) BELOW THE LEVEL OF U.S.
 AJ3298'HIGHWAY 441. LOCATED ABOUT 275.0 FT (83.8 M) NORTH-NORTHWEST OF THE
 AJ3298'NORTH END OF A HEADWALL, 96.3 FT (29.4 M) WEST OF THE CENTERLINE OF
 AJ3298'U.S. HIGHWAY 441, 5.3 FT (1.6 M) EAST OF A BARBED WIRE FENCE AND 1.0
 AJ3298'FT (0.3 M) EAST OF A METAL WITNESS POST.
 AJ3298
 AJ3298                          STATION RECOVERY (2021)
 AJ3298
 AJ3298'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AJ3298'THE MARK IS 1 INCH (25 MM) BELOW THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8772 ***********************************************************************
 DL8772  DESIGNATION -  48 08 C 05 V
 DL8772  PID         -  DL8772
 DL8772  STATE/COUNTY-  FL/ESCAMBIA
 DL8772  COUNTRY     -  US
 DL8772  USGS QUAD   -  CANTONMENT (2018)
 DL8772
 DL8772                         *CURRENT SURVEY CONTROL
 DL8772  ______________________________________________________________________
 DL8772* NAD 83(1986) POSITION- 30 32 05.2    (N) 087 20 35.7    (W)   HD_HELD2
 DL8772* NAVD 88 ORTHO HEIGHT -    14.414 (meters)       47.29  (feet) ADJUSTED
 DL8772* NAVD 88 EPOCH        -  2009.55
 DL8772  **This station is located in a suspected subsidence area (see below).
 DL8772  ______________________________________________________________________
 DL8772  GEOID HEIGHT    -        -27.625 (meters)                     GEOID18
 DL8772  DYNAMIC HEIGHT  -         14.395 (meters)       47.23  (feet) COMP
 DL8772  MODELED GRAVITY -    979,346.7   (mgal)                       NAVD 88
 DL8772
 DL8772  VERT ORDER      -  FIRST     CLASS II
 DL8772
 DL8772.The horizontal coordinates were established by autonomous hand held GPS
 DL8772.observations and have an estimated accuracy of +/- 10 meters.
 DL8772
 DL8772.** This station is in an area of known vertical motion.  Due to the
 DL8772.** variability of land subsidence, uplift, and crustal motion, NGS has,
 DL8772.** determined the orthometric heights for marks in these suspect
 DL8772.** subsidence areas should be considered valid only at the epoch date
 DL8772.** associated with the orthometric height.  These heights must always
 DL8772.** be validated when used as control.  All previously superseded
 DL8772.** orthometric heights are now considered suspect and are available
 DL8772.** in the superseded section.  NGS does not recommend using suspect
 DL8772.** or superseded heights as control.
 DL8772
 DL8772.The orthometric height was determined by differential leveling and
 DL8772.adjusted by the NATIONAL GEODETIC SURVEY
 DL8772.in July 2012.
 DL8772
 DL8772.No vertical observational check was made to the station.
 DL8772
 DL8772.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8772.GEOID18 height accuracy estimate available here.
 DL8772
 DL8772.Click photographs - Photos may exist for this station.
 DL8772
 DL8772.The dynamic height is computed by dividing the NAVD 88
 DL8772.geopotential number by the normal gravity value computed on the
 DL8772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8772.degrees latitude (g = 980.6199 gals.).
 DL8772
 DL8772.The modeled gravity was interpolated from observed gravity values.
 DL8772
 DL8772;                    North         East    Units  Estimated Accuracy
 DL8772;SPC FL N     -   173,530.      327,185.      MT  (+/- 10 meters HH2 GPS)
 DL8772
 DL8772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU6707378095(NAD 83)
 DL8772
 DL8772                          SUPERSEDED SURVEY CONTROL
 DL8772
 DL8772.No superseded survey control is available for this station.
 DL8772
 DL8772_MARKER: DD = SURVEY DISK
 DL8772_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL8772_SP_SET: BRIDGE ABUTMENT
 DL8772_STAMPING: 48 08 C05V
 DL8772_MARK LOGO: FLDT
 DL8772_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8772_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL8772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL8772+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2009
 DL8772
 DL8772  HISTORY     - Date     Condition        Report By
 DL8772  HISTORY     - 20090417 MONUMENTED       FLDT
 DL8772  HISTORY     - 20090417 GOOD             MAPTEC
 DL8772
 DL8772                          STATION DESCRIPTION
 DL8772
 DL8772'DESCRIBED BY MAPTECH INCORPORATED 2009 (PAD)
 DL8772'THE MARK IS LOCATED ABOUT 8.4 MI (13.5 KM) NORTH-NORTHWEST OF WEST
 DL8772'PENSACOLA, 7.9 MI (12.7 KM) EAST OF SEMINOLE AND 5.1 MI (8.2 KM) SOUTH
 DL8772'OF CANTONMENT.
 DL8772'
 DL8772'TO REACH THE MARK FROM THE INTERSECTION OF U.S.  29 AND INTERSTATE
 DL8772'ROUTE 10 IN NORTH PENSACOLA PROCEED WESTERLY ON INTERSTATE 10 FOR 4.55
 DL8772'MI (7.3 KM) TO THE INTERSECTION OF ALTERNATE U.S. ROUTE 90 TURN LEFT
 DL8772'AND PROCEED WEST ON ALTERNATE 90 FOR 0.5 MI (0.8 KM) TO THE MARK ON
 DL8772'THE LEFT.
 DL8772'
 DL8772'THE MARK IS 131.5 FT (40.1 M) WEST OF THE CENTERLINE OF ELEVEN MILE
 DL8772'CREEK, 112.0 FT (34.1 M) EAST OF A DROP INLET, 81.0 FT (24.7 M)
 DL8772'NORTH-NORTHWEST OF A POWER POLE, 78.0 FT (23.8 M) NORTH OF A BURIED
 DL8772'FIBER OPTIC CABLE POST, 23.5 FT (7.2 M) SOUTH OF THE CENTERLINE OF
 DL8772'HIGHWAY 90.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3907 ***********************************************************************
 DR3907  DESIGNATION -  48 08 C06V
 DR3907  PID         -  DR3907
 DR3907  STATE/COUNTY-  FL/ESCAMBIA
 DR3907  COUNTRY     -  US
 DR3907  USGS QUAD   -  CANTONMENT (2018)
 DR3907
 DR3907                         *CURRENT SURVEY CONTROL
 DR3907  ______________________________________________________________________
 DR3907* NAD 83(2011) POSITION- 30 32 05.55130(N) 087 20 32.60859(W)   ADJUSTED
 DR3907* NAD 83(2011) ELLIP HT-   -12.945 (meters)        (02/19/20)   ADJUSTED
 DR3907* NAD 83(2011) EPOCH   -  2010.00
 DR3907* NAVD 88 ORTHO HEIGHT -          **(meters)           **(feet) NOT PUB
 DR3907  **This station is located in a suspected subsidence area (see below).
 DR3907  ______________________________________________________________________
 DR3907  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DR3907  GEOID HEIGHT    -        -27.628 (meters)                     GEOID12B
 DR3907  GEOID HEIGHT    -        -27.624 (meters)                     GEOID18
 DR3907  NAD 83(2011) X  -    254,944.562 (meters)                     COMP
 DR3907  NAD 83(2011) Y  - -5,492,445.163 (meters)                     COMP
 DR3907  NAD 83(2011) Z  -  3,221,578.709 (meters)                     COMP
 DR3907  LAPLACE CORR    -          1.52  (seconds)                    DEFLEC18
 DR3907
 DR3907  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DR3907  Standards:
 DR3907         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DR3907            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DR3907  -------------------------------------------------------------------
 DR3907  NETWORK    1.44   2.82           0.62   0.55   1.44     -0.16539376
 DR3907  -------------------------------------------------------------------
 DR3907  Click here for local accuracies and other accuracy information.
 DR3907
 DR3907.The horizontal coordinates were established by GPS observations
 DR3907.and adjusted by the National Geodetic Survey in February 2020.
 DR3907
 DR3907.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DR3907.been affixed to the stable North American tectonic plate. See 
 DR3907.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DR3907
 DR3907.The horizontal coordinates are valid at the epoch date displayed above
 DR3907.which is a decimal equivalence of Year/Month/Day.
 DR3907
 DR3907.** This station is in an area of known vertical motion. If an
 DR3907.** orthometric height was ever established but is not available 
 DR3907.** in the current survey control section, the orthometric height
 DR3907.** is considered suspect.  Suspect heights are available in the
 DR3907.** superseded section only if requested.
 DR3907
 DR3907.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3907.GEOID18 height accuracy estimate available here.
 DR3907
 DR3907.Click photographs - Photos may exist for this station.
 DR3907
 DR3907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DR3907
 DR3907.The Laplace correction was computed from DEFLEC18 derived deflections.
 DR3907
 DR3907.The ellipsoidal height was determined by GPS observations
 DR3907.and is referenced to NAD 83.
 DR3907
 DR3907. The following values were computed from the NAD 83(2011) position.
 DR3907
 DR3907;                    North         East     Units Scale Factor Converg.
 DR3907;SPC FL N     -   173,538.882   327,267.610   MT  0.99996894   -1 25 42.2
 DR3907;SPC FL N     -   569,352.15  1,073,710.48   sFT  0.99996894   -1 25 42.2
 DR3907;UTM  16      - 3,378,106.154   467,155.585   MT  0.99961331   -0 10 26.2
 DR3907
 DR3907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DR3907!SPC FL N     -   1.00000203  x   0.99996894  =   0.99997097
 DR3907!UTM  16      -   1.00000203  x   0.99961331  =   0.99961534
 DR3907
 DR3907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU6715578106(NAD 83)
 DR3907
 DR3907                          SUPERSEDED SURVEY CONTROL
 DR3907
 DR3907.No superseded survey control is available for this station.
 DR3907
 DR3907_MARKER: DD = SURVEY DISK
 DR3907_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR3907_STAMPING: 48 08 C06V
 DR3907_MARK LOGO: FLDT
 DR3907_PROJECTION: FLUSH
 DR3907_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR3907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3907+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2017
 DR3907_ROD/PIPE-DEPTH: 10 meters
 DR3907
 DR3907  HISTORY     - Date     Condition        Report By
 DR3907  HISTORY     - 20170101 MONUMENTED       FLDT
 DR3907
 DR3907                          STATION DESCRIPTION
 DR3907
 DR3907'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 2017 (DBP)
 DR3907'TO REACH THE MARK FROM THE INTERSECTION OF U. S. 29 AND INTERSTATE
 DR3907'ROUTE 10 IN NORTH PENSACOLA PROCEED WESTERLY ON INTERSTATE 10 FOR
 DR3907'4.55(7.3 KM) TO THE INTERSECTION OF ALTERNATE U.S. ROUTE 90 TURN LEFT
 DR3907'AND PROCEED WEST ON ALTERNATE 90 FOR 0.5 MI (0.8 KM) TO THE MARK ON
 DR3907'THE RIGHT.
 DR3907'
 DR3907'MARK IS LOCATED ON THE BRIDGE BARRIER ON THE NORTHEAST SIDE OF THE
 DR3907'CREEK.  4 M (13.1 FT) FROM THE EAST END OF A CONCRETE GUARDRAIL AND 6
 DR3907'INCHES (15 CM) FROM THE SOUTH EDGE OF THE GUARD RAIL.
 DR3907'
 DR3907'MARK IS A BRASS DISK SET IN CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8792 ***********************************************************************
 DL8792  DESIGNATION -  48 09 I 01 V
 DL8792  PID         -  DL8792
 DL8792  STATE/COUNTY-  FL/ESCAMBIA
 DL8792  COUNTRY     -  US
 DL8792  USGS QUAD   -  PENSACOLA (2018)
 DL8792
 DL8792                         *CURRENT SURVEY CONTROL
 DL8792  ______________________________________________________________________
 DL8792* NAD 83(1986) POSITION- 30 25 32.7    (N) 087 11 14.9    (W)   HD_HELD2
 DL8792* NAVD 88 ORTHO HEIGHT -     5.365 (meters)       17.60  (feet) ADJUSTED
 DL8792* NAVD 88 EPOCH        -  2009.55
 DL8792  **This station is located in a suspected subsidence area (see below).
 DL8792  ______________________________________________________________________
 DL8792  GEOID HEIGHT    -        -27.404 (meters)                     GEOID18
 DL8792  DYNAMIC HEIGHT  -          5.358 (meters)       17.58  (feet) COMP
 DL8792  MODELED GRAVITY -    979,349.9   (mgal)                       NAVD 88
 DL8792
 DL8792  VERT ORDER      -  FIRST     CLASS II
 DL8792
 DL8792.The horizontal coordinates were established by autonomous hand held GPS
 DL8792.observations and have an estimated accuracy of +/- 10 meters.
 DL8792
 DL8792.** This station is in an area of known vertical motion.  Due to the
 DL8792.** variability of land subsidence, uplift, and crustal motion, NGS has,
 DL8792.** determined the orthometric heights for marks in these suspect
 DL8792.** subsidence areas should be considered valid only at the epoch date
 DL8792.** associated with the orthometric height.  These heights must always
 DL8792.** be validated when used as control.  All previously superseded
 DL8792.** orthometric heights are now considered suspect and are available
 DL8792.** in the superseded section.  NGS does not recommend using suspect
 DL8792.** or superseded heights as control.
 DL8792
 DL8792.The orthometric height was determined by differential leveling and
 DL8792.adjusted by the NATIONAL GEODETIC SURVEY
 DL8792.in July 2012.
 DL8792
 DL8792.No vertical observational check was made to the station.
 DL8792
 DL8792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8792.GEOID18 height accuracy estimate available here.
 DL8792
 DL8792.Click photographs - Photos may exist for this station.
 DL8792
 DL8792.The dynamic height is computed by dividing the NAVD 88
 DL8792.geopotential number by the normal gravity value computed on the
 DL8792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8792.degrees latitude (g = 980.6199 gals.).
 DL8792
 DL8792.The modeled gravity was interpolated from observed gravity values.
 DL8792
 DL8792;                    North         East    Units  Estimated Accuracy
 DL8792;SPC FL N     -   161,085.      341,844.      MT  (+/- 10 meters HH2 GPS)
 DL8792
 DL8792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU8199665978(NAD 83)
 DL8792
 DL8792                          SUPERSEDED SURVEY CONTROL
 DL8792
 DL8792.No superseded survey control is available for this station.
 DL8792
 DL8792_MARKER: DD = SURVEY DISK
 DL8792_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL8792_SP_SET: BRIDGE BARRIER WALL
 DL8792_STAMPING: 48-09-I01V
 DL8792_MARK LOGO: FLDT
 DL8792_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL8792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL8792+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2017
 DL8792
 DL8792  HISTORY     - Date     Condition        Report By
 DL8792  HISTORY     - UNK      MONUMENTED       FLDT
 DL8792  HISTORY     - 20090918 GOOD             NGS
 DL8792  HISTORY     - 20170505 GOOD             FLDEP
 DL8792
 DL8792                          STATION DESCRIPTION
 DL8792
 DL8792'DESCRIBED BY NATIONAL GEODETIC SURVEY 2009 (DJR)
 DL8792'THE MARK IS LOCATED ABOUT 5.5 MI (8.9 KM) EAST OF WEST PENSACOLA, 4.9
 DL8792'MI (8.0 KM) NORTH-NORTHWEST OF GULF BREEZE AND 1.8 MI (2.9 KM) EAST OF
 DL8792'PENSACOLA.
 DL8792'
 DL8792'THE MARK IS AT THE NORTHEAST CORNER OF THE HIGHWAY 90 BRIDGE OVER
 DL8792'BAYOU TEXAR IN THE TOP OF THE 3 FT (0.9 M) HIGH CONCRETE GUARD WALL
 DL8792'FOR WEST BOUND TRAFFIC ON NORTH SIDE OF THE BRIDGE.
 DL8792'
 DL8792'THE MARK IS 35.0 FT (10.7 M) NORTH OF THE HIGHWAY 90 CENTERLINE, 26.7
 DL8792'FT (8.1 M) WEST OF THE CENTER OF A 2 FT (0.6 M) BY 3 FT (0.9 M) STORM
 DL8792'WATER DRAIN, 7.4 FT (2.3 M) SOUTH OF A DECORATIVE LIGHT (LIGHT NO.
 DL8792'20).
 DL8792
 DL8792                          STATION RECOVERY (2017)
 DL8792
 DL8792'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (BPJ)
 DL8792'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4913 ***********************************************************************
 BG4913  DESIGNATION -  48 24 B 27
 BG4913  PID         -  BG4913
 BG4913  STATE/COUNTY-  FL/ESCAMBIA
 BG4913  COUNTRY     -  US
 BG4913  USGS QUAD   -  ORIOLE BEACH (2018)
 BG4913
 BG4913                         *CURRENT SURVEY CONTROL
 BG4913  ______________________________________________________________________
 BG4913* NAD 83(1986) POSITION- 30 21 12.     (N) 087 01 45.     (W)   SCALED
 BG4913* NAVD 88 ORTHO HEIGHT -     3.956 (meters)       12.98  (feet) ADJUSTED
 BG4913  ______________________________________________________________________
 BG4913  GEOID HEIGHT    -        -27.299 (meters)                     GEOID18
 BG4913  DYNAMIC HEIGHT  -          3.950 (meters)       12.96  (feet) COMP
 BG4913  MODELED GRAVITY -    979,346.5   (mgal)                       NAVD 88
 BG4913
 BG4913  VERT ORDER      -  SECOND    CLASS I
 BG4913
 BG4913.The horizontal coordinates were scaled from a map and have
 BG4913.an estimated accuracy of +/- 6 seconds.
 BG4913
 BG4913.The orthometric height was determined by differential leveling and
 BG4913.adjusted by the NATIONAL GEODETIC SURVEY
 BG4913.in September 1996.
 BG4913
 BG4913.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4913.GEOID18 height accuracy estimate available here.
 BG4913
 BG4913.Click photographs - Photos may exist for this station.
 BG4913
 BG4913.The dynamic height is computed by dividing the NAVD 88
 BG4913.geopotential number by the normal gravity value computed on the
 BG4913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4913.degrees latitude (g = 980.6199 gals.).
 BG4913
 BG4913.The modeled gravity was interpolated from observed gravity values.
 BG4913
 BG4913;                    North         East    Units  Estimated Accuracy
 BG4913;SPC FL N     -   152,710.      356,870.      MT  (+/- 180 meters Scaled)
 BG4913
 BG4913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU971579(NAD 83)
 BG4913
 BG4913                          SUPERSEDED SURVEY CONTROL
 BG4913
 BG4913.No superseded survey control is available for this station.
 BG4913
 BG4913_MARKER: DB = BENCH MARK DISK
 BG4913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4913_STAMPING: 48 84 B27
 BG4913_MARK LOGO: FLDNR
 BG4913_PROJECTION: RECESSED 5 CENTIMETERS
 BG4913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4913+STABILITY: SURFACE MOTION
 BG4913
 BG4913  HISTORY     - Date     Condition        Report By
 BG4913  HISTORY     - 1984     MONUMENTED       FLDT
 BG4913  HISTORY     - 1986     GOOD             FLDNR
 BG4913
 BG4913                          STATION DESCRIPTION
 BG4913
 BG4913'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4913'6.65 MI EAST FROM PENSACOLA BEACH.
 BG4913'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4913'PENSACOLA BEACH, GO 6.65 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4913'THE MARK BEARS 19 FEET NORTH OF THE CENTERLINE OF THE ROAD, 46.7 FEET
 BG4913'NORTH OF A SIGN (SPEED LIMIT 50) AND 5.6 FEET SOUTH OF A METAL
 BG4913'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG3637 ***********************************************************************
 BG3637  DESIGNATION -  48 74 X 12 FLDT
 BG3637  PID         -  BG3637
 BG3637  STATE/COUNTY-  FL/ESCAMBIA
 BG3637  COUNTRY     -  US
 BG3637  USGS QUAD   -  PERDIDO BAY (2018)
 BG3637
 BG3637                         *CURRENT SURVEY CONTROL
 BG3637  ______________________________________________________________________
 BG3637* NAD 83(1986) POSITION- 30 18 49.     (N) 087 25 38.     (W)   SCALED
 BG3637* NAVD 88 ORTHO HEIGHT -    12.232 (meters)       40.13  (feet) ADJUSTED
 BG3637* NAVD 88 EPOCH        -  2009.55
 BG3637  **This station is located in a suspected subsidence area (see below).
 BG3637  ______________________________________________________________________
 BG3637  GEOID HEIGHT    -        -27.500 (meters)                     GEOID18
 BG3637  DYNAMIC HEIGHT  -         12.216 (meters)       40.08  (feet) COMP
 BG3637  MODELED GRAVITY -    979,336.5   (mgal)                       NAVD 88
 BG3637
 BG3637  VERT ORDER      -  SECOND    CLASS I
 BG3637
 BG3637.The horizontal coordinates were scaled from a map and have
 BG3637.an estimated accuracy of +/- 6 seconds.
 BG3637
 BG3637.** This station is in an area of known vertical motion.  Due to the
 BG3637.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG3637.** determined the orthometric heights for marks in these suspect
 BG3637.** subsidence areas should be considered valid only at the epoch date
 BG3637.** associated with the orthometric height.  These heights must always
 BG3637.** be validated when used as control.  All previously superseded
 BG3637.** orthometric heights are now considered suspect and are available
 BG3637.** in the superseded section.  NGS does not recommend using suspect
 BG3637.** or superseded heights as control.
 BG3637
 BG3637.The orthometric height was determined by differential leveling and
 BG3637.adjusted by the NATIONAL GEODETIC SURVEY
 BG3637.in July 2012.
 BG3637
 BG3637.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG3637.GEOID18 height accuracy estimate available here.
 BG3637
 BG3637.Click photographs - Photos may exist for this station.
 BG3637
 BG3637.The dynamic height is computed by dividing the NAVD 88
 BG3637.geopotential number by the normal gravity value computed on the
 BG3637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3637.degrees latitude (g = 980.6199 gals.).
 BG3637
 BG3637.The modeled gravity was interpolated from observed gravity values.
 BG3637
 BG3637;                    North         East    Units  Estimated Accuracy
 BG3637;SPC FL N     -   149,230.      318,500.      MT  (+/- 180 meters Scaled)
 BG3637
 BG3637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU589536(NAD 83)
 BG3637
 BG3637                          SUPERSEDED SURVEY CONTROL
 BG3637
 BG3637  NAVD 88 (06/15/91)   12.246  (m)           40.18   (f) SUPERSEDED  2 1
 BG3637
 BG3637.Superseded values are not recommended for survey control.
 BG3637
 BG3637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3637.See file dsdata.pdf to determine how the superseded data were derived.
 BG3637
 BG3637_MARKER: DD = SURVEY DISK
 BG3637_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3637_SP_SET: BRIDGE RAIL
 BG3637_STAMPING: 40.65 48-74-X12
 BG3637_MARK LOGO: FLDT
 BG3637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3637+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 BG3637
 BG3637  HISTORY     - Date     Condition        Report By
 BG3637  HISTORY     - UNK      MONUMENTED       FLDT
 BG3637  HISTORY     - 1984     GOOD             FLDNR
 BG3637  HISTORY     - 20030525 GOOD             USPSQD
 BG3637  HISTORY     - 20040806 GOOD             USPSQD
 BG3637  HISTORY     - 20050808 GOOD             USPSQD
 BG3637  HISTORY     - 20080912 MARK NOT FOUND   FL-033
 BG3637
 BG3637                          STATION DESCRIPTION
 BG3637
 BG3637'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3637'0.25 MI SSW FROM PERDIDO BAY.
 BG3637'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3637'THE COMMUNITY OF PERDIDO BAY, GO 0.25 MILE SOUTHERLY ON STATE ROAD 292
 BG3637'TO THE BRIDGE OVER THE INTRACOASTAL WATERWAY AND THE MARK.  THE MARK
 BG3637'IS SET IN THE TOP OF THE BRIDGE RAIL AT THE NORTHWEST CORNER OF THE
 BG3637'BRIDGE, 16.6 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE ROAD, AND
 BG3637'3.6 FEET SOUTH OF THE NORTH END OF THE RAIL.
 BG3637'THE MARK IS 3 FT ABOVE ROAD.
 BG3637
 BG3637                          STATION RECOVERY (2003)
 BG3637
 BG3637'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3637'RECOVERED IN GOOD CONDITION.
 BG3637
 BG3637                          STATION RECOVERY (2004)
 BG3637
 BG3637'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG3637'RECOVERED IN GOOD CONDITION.
 BG3637
 BG3637                          STATION RECOVERY (2005)
 BG3637
 BG3637'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG3637'RECOVERED IN GOOD CONDITION.
 BG3637
 BG3637                          STATION RECOVERY (2008)
 BG3637
 BG3637'RECOVERY NOTE BY ESCAMBIA COUNTY FLORIDA 2008 (WFB)
 BG3637'MARK APPARENTLY DESTROYED AS BRIDGE RAIL EXTENDED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG3638 ***********************************************************************
 BG3638  DESIGNATION -  48 74 X 13
 BG3638  PID         -  BG3638
 BG3638  STATE/COUNTY-  FL/ESCAMBIA
 BG3638  COUNTRY     -  US
 BG3638  USGS QUAD   -  PERDIDO BAY (2018)
 BG3638
 BG3638                         *CURRENT SURVEY CONTROL
 BG3638  ______________________________________________________________________
 BG3638* NAD 83(1986) POSITION- 30 18 35.5    (N) 087 25 38.1    (W)   HD_HELD2
 BG3638* NAVD 88 ORTHO HEIGHT -    12.018 (meters)       39.43  (feet) ADJUSTED
 BG3638* NAVD 88 EPOCH        -  2009.55
 BG3638  **This station is located in a suspected subsidence area (see below).
 BG3638  ______________________________________________________________________
 BG3638  GEOID HEIGHT    -        -27.495 (meters)                     GEOID18
 BG3638  DYNAMIC HEIGHT  -         12.002 (meters)       39.38  (feet) COMP
 BG3638  MODELED GRAVITY -    979,336.4   (mgal)                       NAVD 88
 BG3638
 BG3638  VERT ORDER      -  SECOND    CLASS I
 BG3638
 BG3638.The horizontal coordinates were established by autonomous hand held GPS
 BG3638.observations and have an estimated accuracy of +/- 10 meters.
 BG3638
 BG3638.** This station is in an area of known vertical motion.  Due to the
 BG3638.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG3638.** determined the orthometric heights for marks in these suspect
 BG3638.** subsidence areas should be considered valid only at the epoch date
 BG3638.** associated with the orthometric height.  These heights must always
 BG3638.** be validated when used as control.  All previously superseded
 BG3638.** orthometric heights are now considered suspect and are available
 BG3638.** in the superseded section.  NGS does not recommend using suspect
 BG3638.** or superseded heights as control.
 BG3638
 BG3638.The orthometric height was determined by differential leveling and
 BG3638.adjusted by the NATIONAL GEODETIC SURVEY
 BG3638.in July 2012.
 BG3638
 BG3638.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG3638.GEOID18 height accuracy estimate available here.
 BG3638
 BG3638.Click photographs - Photos may exist for this station.
 BG3638
 BG3638.The dynamic height is computed by dividing the NAVD 88
 BG3638.geopotential number by the normal gravity value computed on the
 BG3638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3638.degrees latitude (g = 980.6199 gals.).
 BG3638
 BG3638.The modeled gravity was interpolated from observed gravity values.
 BG3638
 BG3638;                    North         East    Units  Estimated Accuracy
 BG3638;SPC FL N     -   148,809.      318,487.      MT  (+/- 10 meters HH2 GPS)
 BG3638
 BG3638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU5892153198(NAD 83)
 BG3638
 BG3638                          SUPERSEDED SURVEY CONTROL
 BG3638
 BG3638  NAVD 88 (06/15/91)   12.031  (m)           39.47   (f) SUPERSEDED  2 1
 BG3638
 BG3638.Superseded values are not recommended for survey control.
 BG3638
 BG3638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3638.See file dsdata.pdf to determine how the superseded data were derived.
 BG3638
 BG3638_MARKER: DD = SURVEY DISK
 BG3638_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG3638_SP_SET: BRIDGE RAIL
 BG3638_STAMPING: 48-74-X13 39.94
 BG3638_MARK LOGO: FLDT
 BG3638_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG3638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3638_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG3638+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2014
 BG3638
 BG3638  HISTORY     - Date     Condition        Report By
 BG3638  HISTORY     - UNK      MONUMENTED       FLDT
 BG3638  HISTORY     - 1984     GOOD             FLDNR
 BG3638  HISTORY     - 20030525 GOOD             USPSQD
 BG3638  HISTORY     - 20040806 GOOD             USPSQD
 BG3638  HISTORY     - 20050808 GOOD             USPSQD
 BG3638  HISTORY     - 20120220 GOOD             FLDT
 BG3638  HISTORY     - 20141007 GOOD             FLDEP
 BG3638
 BG3638                          STATION DESCRIPTION
 BG3638
 BG3638'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3638'0.65 MI SSW FROM PERDIDO BAY.
 BG3638'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3638'THE COMMUNITY OF PERDIDO BAY, GO 0.65 MILE SOUTHERLY ON STATE ROAD 292
 BG3638'TO THE SOUTH END OF THE BRIDGE OVER THE INTRACOASTAL WATERWAY AND THE
 BG3638'MARK.  THE MARK IS SET IN THE TOP OF THE BRIDGE RAIL AT THE SOUTHEAST
 BG3638'CORNER OF THE BRIDGE, 16.8 FEET EAST-SOUTHEAST OF THE CENTERLINE OF
 BG3638'THE ROAD, AND 3.6 FEET NORTH OF THE SOUTH END OF THE RAIL.
 BG3638'THE MARK IS 3 FT ABOVE ROAD.
 BG3638
 BG3638                          STATION RECOVERY (2003)
 BG3638
 BG3638'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3638'RECOVERED IN GOOD CONDITION.
 BG3638
 BG3638                          STATION RECOVERY (2004)
 BG3638
 BG3638'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG3638'RECOVERED IN GOOD CONDITION.
 BG3638
 BG3638                          STATION RECOVERY (2005)
 BG3638
 BG3638'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG3638'RECOVERED IN GOOD CONDITION.
 BG3638
 BG3638                          STATION RECOVERY (2012)
 BG3638
 BG3638'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2012 (JBH)
 BG3638'RECOVERED IN GOOD CONDITION.
 BG3638
 BG3638                          STATION RECOVERY (2014)
 BG3638
 BG3638'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (JH)
 BG3638'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4563 ***********************************************************************
 BG4563  DESIGNATION -  48 74 X 14
 BG4563  PID         -  BG4563
 BG4563  STATE/COUNTY-  FL/SANTA ROSA
 BG4563  COUNTRY     -  US
 BG4563  USGS QUAD   -  GULF BREEZE (2018)
 BG4563
 BG4563                         *CURRENT SURVEY CONTROL
 BG4563  ______________________________________________________________________
 BG4563* NAD 83(1986) POSITION- 30 21 30.     (N) 087 09 36.     (W)   SCALED
 BG4563* NAVD 88 ORTHO HEIGHT -    11.977 (meters)       39.29  (feet) ADJUSTED
 BG4563* NAVD 88 EPOCH        -  2009.55
 BG4563  **This station is located in a suspected subsidence area (see below).
 BG4563  ______________________________________________________________________
 BG4563  GEOID HEIGHT    -        -27.355 (meters)                     GEOID18
 BG4563  DYNAMIC HEIGHT  -         11.961 (meters)       39.24  (feet) COMP
 BG4563  MODELED GRAVITY -    979,346.2   (mgal)                       NAVD 88
 BG4563
 BG4563  VERT ORDER      -  SECOND    CLASS I
 BG4563
 BG4563.The horizontal coordinates were scaled from a map and have
 BG4563.an estimated accuracy of +/- 6 seconds.
 BG4563
 BG4563.** This station is in an area of known vertical motion.  Due to the
 BG4563.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4563.** determined the orthometric heights for marks in these suspect
 BG4563.** subsidence areas should be considered valid only at the epoch date
 BG4563.** associated with the orthometric height.  These heights must always
 BG4563.** be validated when used as control.  All previously superseded
 BG4563.** orthometric heights are now considered suspect and are available
 BG4563.** in the superseded section.  NGS does not recommend using suspect
 BG4563.** or superseded heights as control.
 BG4563
 BG4563.The orthometric height was determined by differential leveling and
 BG4563.adjusted by the NATIONAL GEODETIC SURVEY
 BG4563.in July 2012.
 BG4563
 BG4563.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4563.GEOID18 height accuracy estimate available here.
 BG4563
 BG4563.Click photographs - Photos may exist for this station.
 BG4563
 BG4563.The dynamic height is computed by dividing the NAVD 88
 BG4563.geopotential number by the normal gravity value computed on the
 BG4563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4563.degrees latitude (g = 980.6199 gals.).
 BG4563
 BG4563.The modeled gravity was interpolated from observed gravity values.
 BG4563
 BG4563;                    North         East    Units  Estimated Accuracy
 BG4563;SPC FL N     -   153,550.      344,310.      MT  (+/- 180 meters Scaled)
 BG4563
 BG4563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU846585(NAD 83)
 BG4563
 BG4563                          SUPERSEDED SURVEY CONTROL
 BG4563
 BG4563  NAVD 88 (06/15/91)   11.980  (m)           39.30   (f) SUPERSEDED  2 1
 BG4563
 BG4563.Superseded values are not recommended for survey control.
 BG4563
 BG4563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4563.See file dsdata.pdf to determine how the superseded data were derived.
 BG4563
 BG4563_MARKER: DD = SURVEY DISK
 BG4563_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4563_SP_SET: BRIDGE END RAIL
 BG4563_STAMPING: 48-74-X14 39.62
 BG4563_MARK LOGO: FLDT
 BG4563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4563+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 BG4563
 BG4563  HISTORY     - Date     Condition        Report By
 BG4563  HISTORY     - UNK      MONUMENTED       FLDT
 BG4563  HISTORY     - 1985     GOOD             FLDNR
 BG4563  HISTORY     - 19961207 GOOD             USPSQD
 BG4563  HISTORY     - 20000508 GOOD             USPSQD
 BG4563  HISTORY     - 20060305 GOOD             USPSQD
 BG4563
 BG4563                          STATION DESCRIPTION
 BG4563
 BG4563'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4563'IN GULF BREEZE.
 BG4563'THE MARK IS AT THE STATE ROAD 399 OVERPASS OF U.S. HIGHWAY 98, SET
 BG4563'IN THE TOP OF THE BRIDGE END RAIL AT THE SOUTHEAST END OF THE BRIDGE,
 BG4563'20.6 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD 399 NORTHBOUND,
 BG4563'AND 6.8 FEET NORTHWEST OF THE SOUTHEAST END OF THE END RAIL.
 BG4563'THE MARK IS 3 FT ABOVE ROAD.
 BG4563
 BG4563                          STATION RECOVERY (1996)
 BG4563
 BG4563'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG4563'RECOVERED IN GOOD CONDITION.
 BG4563
 BG4563                          STATION RECOVERY (2000)
 BG4563
 BG4563'RECOVERY NOTE BY US POWER SQUADRON 2000
 BG4563'RECOVERED IN GOOD CONDITION.
 BG4563
 BG4563                          STATION RECOVERY (2006)
 BG4563
 BG4563'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAB)
 BG4563'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4562 ***********************************************************************
 BG4562  DESIGNATION -  48 74 X 15
 BG4562  PID         -  BG4562
 BG4562  STATE/COUNTY-  FL/SANTA ROSA
 BG4562  COUNTRY     -  US
 BG4562  USGS QUAD   -  GULF BREEZE (2018)
 BG4562
 BG4562                         *CURRENT SURVEY CONTROL
 BG4562  ______________________________________________________________________
 BG4562* NAD 83(1986) POSITION- 30 21 32.     (N) 087 09 37.     (W)   SCALED
 BG4562* NAVD 88 ORTHO HEIGHT -    10.367 (meters)       34.01  (feet) ADJUSTED
 BG4562* NAVD 88 EPOCH        -  2009.55
 BG4562  **This station is located in a suspected subsidence area (see below).
 BG4562  ______________________________________________________________________
 BG4562  GEOID HEIGHT    -        -27.356 (meters)                     GEOID18
 BG4562  DYNAMIC HEIGHT  -         10.353 (meters)       33.97  (feet) COMP
 BG4562  MODELED GRAVITY -    979,346.2   (mgal)                       NAVD 88
 BG4562
 BG4562  VERT ORDER      -  SECOND    CLASS I
 BG4562
 BG4562.The horizontal coordinates were scaled from a map and have
 BG4562.an estimated accuracy of +/- 6 seconds.
 BG4562
 BG4562.** This station is in an area of known vertical motion.  Due to the
 BG4562.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4562.** determined the orthometric heights for marks in these suspect
 BG4562.** subsidence areas should be considered valid only at the epoch date
 BG4562.** associated with the orthometric height.  These heights must always
 BG4562.** be validated when used as control.  All previously superseded
 BG4562.** orthometric heights are now considered suspect and are available
 BG4562.** in the superseded section.  NGS does not recommend using suspect
 BG4562.** or superseded heights as control.
 BG4562
 BG4562.The orthometric height was determined by differential leveling and
 BG4562.adjusted by the NATIONAL GEODETIC SURVEY
 BG4562.in July 2012.
 BG4562
 BG4562.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4562.GEOID18 height accuracy estimate available here.
 BG4562
 BG4562.Click photographs - Photos may exist for this station.
 BG4562
 BG4562.The dynamic height is computed by dividing the NAVD 88
 BG4562.geopotential number by the normal gravity value computed on the
 BG4562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4562.degrees latitude (g = 980.6199 gals.).
 BG4562
 BG4562.The modeled gravity was interpolated from observed gravity values.
 BG4562
 BG4562;                    North         East    Units  Estimated Accuracy
 BG4562;SPC FL N     -   153,610.      344,280.      MT  (+/- 180 meters Scaled)
 BG4562
 BG4562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU845585(NAD 83)
 BG4562
 BG4562                          SUPERSEDED SURVEY CONTROL
 BG4562
 BG4562  NAVD 88 (06/15/91)   10.370  (m)           34.02   (f) SUPERSEDED  2 1
 BG4562
 BG4562.Superseded values are not recommended for survey control.
 BG4562
 BG4562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4562.See file dsdata.pdf to determine how the superseded data were derived.
 BG4562
 BG4562_MARKER: DD = SURVEY DISK
 BG4562_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4562_SP_SET: BRIDGE END RAIL
 BG4562_STAMPING: 48-74-X 15 34.32
 BG4562_MARK LOGO: FLDT
 BG4562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4562+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 BG4562
 BG4562  HISTORY     - Date     Condition        Report By
 BG4562  HISTORY     - UNK      MONUMENTED       FLDT
 BG4562  HISTORY     - 1985     GOOD             FLDNR
 BG4562  HISTORY     - 19961207 GOOD             USPSQD
 BG4562  HISTORY     - 20000508 GOOD             USPSQD
 BG4562  HISTORY     - 20060305 GOOD             USPSQD
 BG4562
 BG4562                          STATION DESCRIPTION
 BG4562
 BG4562'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4562'IN GULF BREEZE.
 BG4562'THE MARK IS AT THE STATE ROAD 399 OVERPASS OF U.S. HIGHWAY 98, SET
 BG4562'IN THE TOP OF THE BRIDGE END RAIL AT THE NORTHWEST END OF THE BRIDGE,
 BG4562'11.6 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD 399 SOUTHBOUND,
 BG4562'AND 7.8 FEET SOUTHEAST OF THE NORTHWEST END OF THE END RAIL.
 BG4562'THE MARK IS 3 FT ABOVE ROAD.
 BG4562
 BG4562                          STATION RECOVERY (1996)
 BG4562
 BG4562'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG4562'RECOVERED IN GOOD CONDITION.
 BG4562
 BG4562                          STATION RECOVERY (2000)
 BG4562
 BG4562'RECOVERY NOTE BY US POWER SQUADRON 2000
 BG4562'RECOVERED IN GOOD CONDITION.
 BG4562
 BG4562                          STATION RECOVERY (2006)
 BG4562
 BG4562'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAB)
 BG4562'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4564 ***********************************************************************
 BG4564  DESIGNATION -  48 74 X 16
 BG4564  PID         -  BG4564
 BG4564  STATE/COUNTY-  FL/SANTA ROSA
 BG4564  COUNTRY     -  US
 BG4564  USGS QUAD   -  GULF BREEZE (2018)
 BG4564
 BG4564                         *CURRENT SURVEY CONTROL
 BG4564  ______________________________________________________________________
 BG4564* NAD 83(1986) POSITION- 30 21 12.     (N) 087 09 23.     (W)   SCALED
 BG4564* NAVD 88 ORTHO HEIGHT -     5.426 (meters)       17.80  (feet) ADJUSTED
 BG4564* NAVD 88 EPOCH        -  2009.55
 BG4564  **This station is located in a suspected subsidence area (see below).
 BG4564  ______________________________________________________________________
 BG4564  GEOID HEIGHT    -        -27.350 (meters)                     GEOID18
 BG4564  DYNAMIC HEIGHT  -          5.419 (meters)       17.78  (feet) COMP
 BG4564  MODELED GRAVITY -    979,345.9   (mgal)                       NAVD 88
 BG4564
 BG4564  VERT ORDER      -  SECOND    CLASS I
 BG4564
 BG4564.The horizontal coordinates were scaled from a map and have
 BG4564.an estimated accuracy of +/- 6 seconds.
 BG4564
 BG4564.** This station is in an area of known vertical motion.  Due to the
 BG4564.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4564.** determined the orthometric heights for marks in these suspect
 BG4564.** subsidence areas should be considered valid only at the epoch date
 BG4564.** associated with the orthometric height.  These heights must always
 BG4564.** be validated when used as control.  All previously superseded
 BG4564.** orthometric heights are now considered suspect and are available
 BG4564.** in the superseded section.  NGS does not recommend using suspect
 BG4564.** or superseded heights as control.
 BG4564
 BG4564.The orthometric height was determined by differential leveling and
 BG4564.adjusted by the NATIONAL GEODETIC SURVEY
 BG4564.in July 2012.
 BG4564
 BG4564.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4564.GEOID18 height accuracy estimate available here.
 BG4564
 BG4564.Click photographs - Photos may exist for this station.
 BG4564
 BG4564.The dynamic height is computed by dividing the NAVD 88
 BG4564.geopotential number by the normal gravity value computed on the
 BG4564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4564.degrees latitude (g = 980.6199 gals.).
 BG4564
 BG4564.The modeled gravity was interpolated from observed gravity values.
 BG4564
 BG4564;                    North         East    Units  Estimated Accuracy
 BG4564;SPC FL N     -   152,990.      344,640.      MT  (+/- 180 meters Scaled)
 BG4564
 BG4564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU849579(NAD 83)
 BG4564
 BG4564                          SUPERSEDED SURVEY CONTROL
 BG4564
 BG4564  NAVD 88 (06/15/91)    5.429  (m)           17.81   (f) SUPERSEDED  2 1
 BG4564
 BG4564.Superseded values are not recommended for survey control.
 BG4564
 BG4564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4564.See file dsdata.pdf to determine how the superseded data were derived.
 BG4564
 BG4564_MARKER: DD = SURVEY DISK
 BG4564_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4564_SP_SET: BRIDGE END RAIL
 BG4564_STAMPING: 18.18 48-74-X16
 BG4564_MARK LOGO: FLDT
 BG4564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4564+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2006
 BG4564
 BG4564  HISTORY     - Date     Condition        Report By
 BG4564  HISTORY     - UNK      MONUMENTED       FLDT
 BG4564  HISTORY     - 1985     GOOD             FLDNR
 BG4564  HISTORY     - 19961207 GOOD             USPSQD
 BG4564  HISTORY     - 20000508 GOOD             USPSQD
 BG4564  HISTORY     - 20060305 GOOD             USPSQD
 BG4564
 BG4564                          STATION DESCRIPTION
 BG4564
 BG4564'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4564'IN GULF BREEZE.
 BG4564'THE MARK IS AT THE NORTH END OF THE STATE ROAD 399 SOUTHBOUND BRIDGE
 BG4564'OVER THE INTRACOASTAL WATERWAY, SET IN THE TOP OF THE BRIDGE END
 BG4564'RAIL, 16.3 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD 399, AND
 BG4564'6.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE RAIL.
 BG4564'THE MARK IS 3 FT ABOVE ROAD.
 BG4564
 BG4564                          STATION RECOVERY (1996)
 BG4564
 BG4564'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG4564'RECOVERED IN GOOD CONDITION.
 BG4564
 BG4564                          STATION RECOVERY (2000)
 BG4564
 BG4564'RECOVERY NOTE BY US POWER SQUADRON 2000 (KHM)
 BG4564'RECOVERED IN GOOD CONDITION.
 BG4564
 BG4564                          STATION RECOVERY (2006)
 BG4564
 BG4564'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAB)
 BG4564'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4565 ***********************************************************************
 BG4565  DESIGNATION -  48 74 X 17
 BG4565  PID         -  BG4565
 BG4565  STATE/COUNTY-  FL/ESCAMBIA
 BG4565  COUNTRY     -  US
 BG4565  USGS QUAD   -  GULF BREEZE (2018)
 BG4565
 BG4565                         *CURRENT SURVEY CONTROL
 BG4565  ______________________________________________________________________
 BG4565* NAD 83(1986) POSITION- 30 20 38.1    (N) 087 09 01.4    (W)   HD_HELD2
 BG4565* NAVD 88 ORTHO HEIGHT -     4.877 (meters)       16.00  (feet) ADJUSTED
 BG4565* NAVD 88 EPOCH        -  2009.55
 BG4565  **This station is located in a suspected subsidence area (see below).
 BG4565  ______________________________________________________________________
 BG4565  GEOID HEIGHT    -        -27.341 (meters)                     GEOID18
 BG4565  DYNAMIC HEIGHT  -          4.871 (meters)       15.98  (feet) COMP
 BG4565  MODELED GRAVITY -    979,345.4   (mgal)                       NAVD 88
 BG4565
 BG4565  VERT ORDER      -  SECOND    CLASS I
 BG4565
 BG4565.The horizontal coordinates were established by autonomous hand held GPS
 BG4565.observations and have an estimated accuracy of +/- 10 meters.
 BG4565
 BG4565.** This station is in an area of known vertical motion.  Due to the
 BG4565.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4565.** determined the orthometric heights for marks in these suspect
 BG4565.** subsidence areas should be considered valid only at the epoch date
 BG4565.** associated with the orthometric height.  These heights must always
 BG4565.** be validated when used as control.  All previously superseded
 BG4565.** orthometric heights are now considered suspect and are available
 BG4565.** in the superseded section.  NGS does not recommend using suspect
 BG4565.** or superseded heights as control.
 BG4565
 BG4565.The orthometric height was determined by differential leveling and
 BG4565.adjusted by the NATIONAL GEODETIC SURVEY
 BG4565.in July 2012.
 BG4565
 BG4565.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4565.GEOID18 height accuracy estimate available here.
 BG4565
 BG4565.Click photographs - Photos may exist for this station.
 BG4565
 BG4565.The dynamic height is computed by dividing the NAVD 88
 BG4565.geopotential number by the normal gravity value computed on the
 BG4565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4565.degrees latitude (g = 980.6199 gals.).
 BG4565
 BG4565.The modeled gravity was interpolated from observed gravity values.
 BG4565
 BG4565;                    North         East    Units  Estimated Accuracy
 BG4565;SPC FL N     -   151,932.      345,195.      MT  (+/- 10 meters HH2 GPS)
 BG4565
 BG4565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU8554556904(NAD 83)
 BG4565
 BG4565                          SUPERSEDED SURVEY CONTROL
 BG4565
 BG4565  NAVD 88 (06/15/91)    4.879  (m)           16.01   (f) SUPERSEDED  2 1
 BG4565
 BG4565.Superseded values are not recommended for survey control.
 BG4565
 BG4565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4565.See file dsdata.pdf to determine how the superseded data were derived.
 BG4565
 BG4565_MARKER: DD = SURVEY DISK
 BG4565_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4565_SP_SET: BRIDGE END RAIL
 BG4565_STAMPING: 16.34 48-74-X17
 BG4565_MARK LOGO: FLDT
 BG4565_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4565+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 BG4565
 BG4565  HISTORY     - Date     Condition        Report By
 BG4565  HISTORY     - UNK      MONUMENTED       FLDT
 BG4565  HISTORY     - 1985     GOOD             FLDNR
 BG4565  HISTORY     - 20030628 GOOD             USPSQD
 BG4565  HISTORY     - 20050322 GOOD             USPSQD
 BG4565
 BG4565                          STATION DESCRIPTION
 BG4565
 BG4565'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4565'IN PENSACOLA BEACH.
 BG4565'THE MARK IS AT THE SOUTH END OF THE STATE ROAD 399 BRIDGE OVER THE
 BG4565'INTRACOASTAL WATERWAY, SET IN THE TOP OF THE BRIDGE END RAIL OF THE
 BG4565'NORTHBOUND BRIDGE, 16.8 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD,
 BG4565'AND 6.5 FEET NORTHWEST OF THE SOUTHEAST END OF THE RAIL.
 BG4565'THE MARK IS 3 FT ABOVE ROAD.
 BG4565
 BG4565                          STATION RECOVERY (2003)
 BG4565
 BG4565'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4565'RECOVERED IN GOOD CONDITION.
 BG4565
 BG4565                          STATION RECOVERY (2005)
 BG4565
 BG4565'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG4565'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG3595 ***********************************************************************
 BG3595  TIDAL BM    -  This is a Tidal Bench Mark.
 BG3595  DESIGNATION -  48 74 X 3
 BG3595  PID         -  BG3595
 BG3595  STATE/COUNTY-  FL/ESCAMBIA
 BG3595  COUNTRY     -  US
 BG3595  USGS QUAD   -  PACE (2018)
 BG3595
 BG3595                         *CURRENT SURVEY CONTROL
 BG3595  ______________________________________________________________________
 BG3595* NAD 83(1986) POSITION- 30 32 46.     (N) 087 11 45.     (W)   SCALED
 BG3595* NAVD 88 ORTHO HEIGHT -    11.219 (meters)       36.81  (feet) ADJUSTED
 BG3595* NAVD 88 EPOCH        -  2009.55
 BG3595  **This station is located in a suspected subsidence area (see below).
 BG3595  ______________________________________________________________________
 BG3595  GEOID HEIGHT    -        -27.488 (meters)                     GEOID18
 BG3595  DYNAMIC HEIGHT  -         11.204 (meters)       36.76  (feet) COMP
 BG3595  MODELED GRAVITY -    979,353.6   (mgal)                       NAVD 88
 BG3595
 BG3595  VERT ORDER      -  SECOND    CLASS I
 BG3595
 BG3595.The horizontal coordinates were scaled from a map and have
 BG3595.an estimated accuracy of +/- 6 seconds.
 BG3595
 BG3595.** This station is in an area of known vertical motion.  Due to the
 BG3595.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG3595.** determined the orthometric heights for marks in these suspect
 BG3595.** subsidence areas should be considered valid only at the epoch date
 BG3595.** associated with the orthometric height.  These heights must always
 BG3595.** be validated when used as control.  All previously superseded
 BG3595.** orthometric heights are now considered suspect and are available
 BG3595.** in the superseded section.  NGS does not recommend using suspect
 BG3595.** or superseded heights as control.
 BG3595
 BG3595.The orthometric height was determined by differential leveling and
 BG3595.adjusted by the NATIONAL GEODETIC SURVEY
 BG3595.in July 2012.
 BG3595
 BG3595.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG3595.GEOID18 height accuracy estimate available here.
 BG3595
 BG3595.This Tidal Bench Mark is designated as VM 10271
 BG3595.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BG3595
 BG3595.Click photographs - Photos may exist for this station.
 BG3595
 BG3595.The dynamic height is computed by dividing the NAVD 88
 BG3595.geopotential number by the normal gravity value computed on the
 BG3595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3595.degrees latitude (g = 980.6199 gals.).
 BG3595
 BG3595.The modeled gravity was interpolated from observed gravity values.
 BG3595
 BG3595;                    North         East    Units  Estimated Accuracy
 BG3595;SPC FL N     -   174,440.      341,360.      MT  (+/- 180 meters Scaled)
 BG3595
 BG3595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU812793(NAD 83)
 BG3595
 BG3595                          SUPERSEDED SURVEY CONTROL
 BG3595
 BG3595  NAVD 88 (06/15/91)   11.222  (m)           36.82   (f) SUPERSEDED  2 1
 BG3595
 BG3595.Superseded values are not recommended for survey control.
 BG3595
 BG3595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3595.See file dsdata.pdf to determine how the superseded data were derived.
 BG3595
 BG3595_MARKER: DD = SURVEY DISK
 BG3595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG3595_SP_SET: BRIDGE RAILING
 BG3595_STAMPING: 48-74-X3 37.20
 BG3595_MARK LOGO: FLDT
 BG3595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG3595
 BG3595  HISTORY     - Date     Condition        Report By
 BG3595  HISTORY     - 1974     MONUMENTED       FLDT
 BG3595  HISTORY     - 1984     GOOD             FLDNR
 BG3595  HISTORY     - 20150309 MARK NOT FOUND   FLDEP
 BG3595
 BG3595                          STATION DESCRIPTION
 BG3595
 BG3595'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3595'IN RIVERVIEW.
 BG3595'IN RIVERVIEW, NEAR THE SOUTH END OF THE U.S. HIGHWAY 90 BRIDGE OVER
 BG3595'THE ESCAMBIA RIVER.  THE MARK IS SET IN THE TOP OF THE EAST BRIDGE
 BG3595'RAIL OF THE WESTERNMOST BRIDGE, 18 FEET EAST-SOUTHEAST OF THE
 BG3595'CENTERLINE OF THE WESTBOUND LANE, AND 3 FEET NORTH OF THE SOUTH END OF
 BG3595'THE RAIL.
 BG3595'THE MARK IS 3 FT ABOVE HIGHWAY.
 BG3595
 BG3595                          STATION RECOVERY (2015)
 BG3595
 BG3595'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (JH)
 BG3595'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG3641 ***********************************************************************
 BG3641  DESIGNATION -  48 84 A 11
 BG3641  PID         -  BG3641
 BG3641  STATE/COUNTY-  FL/ESCAMBIA
 BG3641  COUNTRY     -  US
 BG3641  USGS QUAD   -  PERDIDO BAY (2018)
 BG3641
 BG3641                         *CURRENT SURVEY CONTROL
 BG3641  ______________________________________________________________________
 BG3641* NAD 83(1986) POSITION- 30 17 39.     (N) 087 27 05.     (W)   SCALED
 BG3641* NAVD 88 ORTHO HEIGHT -     3.152 (meters)       10.34  (feet) ADJUSTED
 BG3641* NAVD 88 EPOCH        -  2009.55
 BG3641  **This station is located in a suspected subsidence area (see below).
 BG3641  ______________________________________________________________________
 BG3641  GEOID HEIGHT    -        -27.490 (meters)                     GEOID18
 BG3641  DYNAMIC HEIGHT  -          3.148 (meters)       10.33  (feet) COMP
 BG3641  MODELED GRAVITY -    979,334.9   (mgal)                       NAVD 88
 BG3641
 BG3641  VERT ORDER      -  SECOND    CLASS I
 BG3641
 BG3641.The horizontal coordinates were scaled from a map and have
 BG3641.an estimated accuracy of +/- 6 seconds.
 BG3641
 BG3641.** This station is in an area of known vertical motion.  Due to the
 BG3641.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG3641.** determined the orthometric heights for marks in these suspect
 BG3641.** subsidence areas should be considered valid only at the epoch date
 BG3641.** associated with the orthometric height.  These heights must always
 BG3641.** be validated when used as control.  All previously superseded
 BG3641.** orthometric heights are now considered suspect and are available
 BG3641.** in the superseded section.  NGS does not recommend using suspect
 BG3641.** or superseded heights as control.
 BG3641
 BG3641.The orthometric height was determined by differential leveling and
 BG3641.adjusted by the NATIONAL GEODETIC SURVEY
 BG3641.in July 2012.
 BG3641
 BG3641.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG3641.GEOID18 height accuracy estimate available here.
 BG3641
 BG3641.Click photographs - Photos may exist for this station.
 BG3641
 BG3641.The dynamic height is computed by dividing the NAVD 88
 BG3641.geopotential number by the normal gravity value computed on the
 BG3641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3641.degrees latitude (g = 980.6199 gals.).
 BG3641
 BG3641.The modeled gravity was interpolated from observed gravity values.
 BG3641
 BG3641;                    North         East    Units  Estimated Accuracy
 BG3641;SPC FL N     -   147,130.      316,120.      MT  (+/- 180 meters Scaled)
 BG3641
 BG3641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU565514(NAD 83)
 BG3641
 BG3641                          SUPERSEDED SURVEY CONTROL
 BG3641
 BG3641  NAVD 88 (06/15/91)    3.166  (m)           10.39   (f) SUPERSEDED  2 1
 BG3641
 BG3641.Superseded values are not recommended for survey control.
 BG3641
 BG3641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3641.See file dsdata.pdf to determine how the superseded data were derived.
 BG3641
 BG3641_MARKER: DD = SURVEY DISK
 BG3641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3641_STAMPING: 48 84 A11
 BG3641_MARK LOGO: FLDNR
 BG3641_PROJECTION: RECESSED 25 CENTIMETERS
 BG3641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3641+STABILITY: SURFACE MOTION
 BG3641
 BG3641  HISTORY     - Date     Condition        Report By
 BG3641  HISTORY     - UNK      MONUMENTED       FLDT
 BG3641  HISTORY     - 1984     GOOD             FLDNR
 BG3641  HISTORY     - 20140410 MARK NOT FOUND   FLDEP
 BG3641
 BG3641                          STATION DESCRIPTION
 BG3641
 BG3641'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3641'2.8 MI SW FROM PERDIDO BAY.
 BG3641'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3641'THE COMMUNITY OF PERDIDO BAY, GO 2.8 MILES SOUTHERLY ON STATE ROAD 292
 BG3641'TO THE MARK.  THE MARK BEARS 22.4 FEET NORTH-NORTHWEST OF THE
 BG3641'CENTERLINE OF STATE ROAD 292, 30 FEET WEST-SOUTHWEST OF THE CENTERLINE
 BG3641'OF OLD RIVER ROAD, AND 21.1 FEET SOUTH OF A TELEPHONE POLE WITH A
 BG3641'WITNESS SIGN ATTACHED.
 BG3641'THE MARK IS 1 FT BELOW ROAD.
 BG3641
 BG3641                          STATION RECOVERY (2014)
 BG3641
 BG3641'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (JH)
 BG3641'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG3640 ***********************************************************************
 BG3640  DESIGNATION -  48 84 A 12
 BG3640  PID         -  BG3640
 BG3640  STATE/COUNTY-  FL/ESCAMBIA
 BG3640  COUNTRY     -  US
 BG3640  USGS QUAD   -  PERDIDO BAY (2018)
 BG3640
 BG3640                         *CURRENT SURVEY CONTROL
 BG3640  ______________________________________________________________________
 BG3640* NAD 83(2011) POSITION- 30 17 43.29986(N) 087 26 30.54143(W)   ADJUSTED
 BG3640* NAD 83(2011) ELLIP HT-   -23.977 (meters)        (06/27/12)   ADJUSTED
 BG3640* NAD 83(2011) EPOCH   -  2010.00
 BG3640* NAVD 88 ORTHO HEIGHT -     3.519 (meters)       11.55  (feet) ADJUSTED
 BG3640* NAVD 88 EPOCH        -  2009.55
 BG3640  **This station is located in a suspected subsidence area (see below).
 BG3640  ______________________________________________________________________
 BG3640  GEOID HEIGHT    -        -27.485 (meters)                     GEOID18
 BG3640  NAD 83(2011) X  -    246,012.665 (meters)                     COMP
 BG3640  NAD 83(2011) Y  - -5,506,298.818 (meters)                     COMP
 BG3640  NAD 83(2011) Z  -  3,198,674.923 (meters)                     COMP
 BG3640  LAPLACE CORR    -          0.87  (seconds)                    DEFLEC18
 BG3640  DYNAMIC HEIGHT  -          3.514 (meters)       11.53  (feet) COMP
 BG3640  MODELED GRAVITY -    979,335.2   (mgal)                       NAVD 88
 BG3640
 BG3640  VERT ORDER      -  SECOND    CLASS I
 BG3640
 BG3640  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BG3640  Standards:
 BG3640         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BG3640            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BG3640  -------------------------------------------------------------------
 BG3640  NETWORK    1.10   3.51           0.47   0.43   1.79     -0.05115287
 BG3640  -------------------------------------------------------------------
 BG3640  Click here for local accuracies and other accuracy information.
 BG3640
 BG3640.The horizontal coordinates were established by GPS observations
 BG3640.and adjusted by the National Geodetic Survey in June 2012.
 BG3640
 BG3640.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BG3640.been affixed to the stable North American tectonic plate. See 
 BG3640.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BG3640
 BG3640.The horizontal coordinates are valid at the epoch date displayed above
 BG3640.which is a decimal equivalence of Year/Month/Day.
 BG3640
 BG3640.** This station is in an area of known vertical motion.  Due to the
 BG3640.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG3640.** determined the orthometric heights for marks in these suspect
 BG3640.** subsidence areas should be considered valid only at the epoch date
 BG3640.** associated with the orthometric height.  These heights must always
 BG3640.** be validated when used as control.  All previously superseded
 BG3640.** orthometric heights are now considered suspect and are available
 BG3640.** in the superseded section.  NGS does not recommend using suspect
 BG3640.** or superseded heights as control.
 BG3640
 BG3640.The orthometric height was determined by differential leveling and
 BG3640.adjusted by the NATIONAL GEODETIC SURVEY
 BG3640.in July 2012.
 BG3640
 BG3640.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG3640.GEOID18 height accuracy estimate available here.
 BG3640
 BG3640.Click photographs - Photos may exist for this station.
 BG3640
 BG3640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG3640
 BG3640.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG3640
 BG3640.The ellipsoidal height was determined by GPS observations
 BG3640.and is referenced to NAD 83.
 BG3640
 BG3640.The dynamic height is computed by dividing the NAVD 88
 BG3640.geopotential number by the normal gravity value computed on the
 BG3640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3640.degrees latitude (g = 980.6199 gals.).
 BG3640
 BG3640.The modeled gravity was interpolated from observed gravity values.
 BG3640
 BG3640. The following values were computed from the NAD 83(2011) position.
 BG3640
 BG3640;                    North         East     Units Scale Factor Converg.
 BG3640;SPC FL N     -   147,238.387   317,044.616   MT  0.99995092   -1 28 42.0
 BG3640;SPC FL N     -   483,064.61  1,040,170.54   sFT  0.99995092   -1 28 42.0
 BG3640;UTM  16      - 3,351,597.123   457,514.311   MT  0.99962227   -0 13 22.4
 BG3640
 BG3640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG3640!SPC FL N     -   1.00000377  x   0.99995092  =   0.99995469
 BG3640!UTM  16      -   1.00000377  x   0.99962227  =   0.99962603
 BG3640
 BG3640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU5751451597(NAD 83)
 BG3640
 BG3640                          SUPERSEDED SURVEY CONTROL
 BG3640
 BG3640  NAD 83(2007)-  30 17 43.30017(N)    087 26 30.54167(W) AD(       ) 0
 BG3640  ELLIP H (02/10/07)  -23.956  (m)                       GP(       )    
 BG3640  NAD 83(1999)-  30 17 43.30030(N)    087 26 30.54232(W) AD(       ) 1
 BG3640  ELLIP H (05/31/01)  -23.945  (m)                       GP(       ) 4 1
 BG3640  NAD 83(1990)-  30 17 43.29997(N)    087 26 30.54041(W) AD(       ) 1
 BG3640  ELLIP H (01/21/98)  -23.768  (m)                       GP(       ) 4 1
 BG3640  NAVD 88               3.53   (m)           11.6    (f) LEVELING    3  
 BG3640  NAVD 88 (06/15/91)    3.532  (m)           11.59   (f) SUPERSEDED  2 1
 BG3640
 BG3640.Superseded values are not recommended for survey control.
 BG3640
 BG3640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3640.See file dsdata.pdf to determine how the superseded data were derived.
 BG3640
 BG3640_MARKER: DB = BENCH MARK DISK
 BG3640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3640_STAMPING: 48 84 A12
 BG3640_MARK LOGO: FLDNR
 BG3640_PROJECTION: RECESSED 36 CENTIMETERS
 BG3640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3640+STABILITY: SURFACE MOTION
 BG3640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG3640+SATELLITE: SATELLITE OBSERVATIONS - June 08, 2003
 BG3640
 BG3640  HISTORY     - Date     Condition        Report By
 BG3640  HISTORY     - 1984     MONUMENTED       FLDNR
 BG3640  HISTORY     - 19970201 GOOD             BDE
 BG3640  HISTORY     - 20030608 GOOD             USPSQD
 BG3640  HISTORY     - 20140410 MARK NOT FOUND   FLDEP
 BG3640
 BG3640                          STATION DESCRIPTION
 BG3640
 BG3640'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3640'2.2 MI SW FROM PERDIDO BAY.
 BG3640'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3640'THE COMMUNITY OF PERDIDO BAY, GO 2.2 MILES SOUTHERLY ON STATE ROAD 292
 BG3640'TO THE MARK.  THE MARK BEARS 20.2 FEET SOUTH-SOUTHEAST OF THE
 BG3640'CENTERLINE OF THE HIGHWAY, 26.7 FEET EAST-NORTHEAST OF THE CENTERLINE
 BG3640'OF THE DIRT DRIVE TO HOUSE 14301, 24.1 FEET NORTH-NORTHWEST OF THE
 BG3640'NORTHEAST FENCE CORNER OF THE CHAIN-LINK FENCE AROUND THE HOUSE, AND
 BG3640'24.25 FEET NORTH-NORTHWEST OF POWER POLE 07161-48295 WITH A WITNESS
 BG3640'SIGN ATTACHED.
 BG3640'THE MARK IS 1 FT BELOW ROAD.
 BG3640
 BG3640                          STATION RECOVERY (1997)
 BG3640
 BG3640'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (SRV)
 BG3640'RECOVERED AS DESCRIBED.
 BG3640
 BG3640                          STATION RECOVERY (2003)
 BG3640
 BG3640'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3640'AT THIS SITE THE WITNESS IS MISSING, THE POWER POLE 07161-48295 HAS
 BG3640'BEEN REPLACED, WITHOUT A NUMBER. ALL ELSE IS THERE.
 BG3640
 BG3640                          STATION RECOVERY (2014)
 BG3640
 BG3640'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (JH)
 BG3640'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG3639 ***********************************************************************
 BG3639  DESIGNATION -  48 84 A 13
 BG3639  PID         -  BG3639
 BG3639  STATE/COUNTY-  FL/ESCAMBIA
 BG3639  COUNTRY     -  US
 BG3639  USGS QUAD   -  PERDIDO BAY (2018)
 BG3639
 BG3639                         *CURRENT SURVEY CONTROL
 BG3639  ______________________________________________________________________
 BG3639* NAD 83(1986) POSITION- 30 17 46.     (N) 087 25 59.     (W)   SCALED
 BG3639* NAVD 88 ORTHO HEIGHT -     4.783 (meters)       15.69  (feet) ADJUSTED
 BG3639* NAVD 88 EPOCH        -  2009.55
 BG3639  **This station is located in a suspected subsidence area (see below).
 BG3639  ______________________________________________________________________
 BG3639  GEOID HEIGHT    -        -27.480 (meters)                     GEOID18
 BG3639  DYNAMIC HEIGHT  -          4.777 (meters)       15.67  (feet) COMP
 BG3639  MODELED GRAVITY -    979,335.5   (mgal)                       NAVD 88
 BG3639
 BG3639  VERT ORDER      -  SECOND    CLASS I
 BG3639
 BG3639.The horizontal coordinates were scaled from a map and have
 BG3639.an estimated accuracy of +/- 6 seconds.
 BG3639
 BG3639.** This station is in an area of known vertical motion.  Due to the
 BG3639.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG3639.** determined the orthometric heights for marks in these suspect
 BG3639.** subsidence areas should be considered valid only at the epoch date
 BG3639.** associated with the orthometric height.  These heights must always
 BG3639.** be validated when used as control.  All previously superseded
 BG3639.** orthometric heights are now considered suspect and are available
 BG3639.** in the superseded section.  NGS does not recommend using suspect
 BG3639.** or superseded heights as control.
 BG3639
 BG3639.The orthometric height was determined by differential leveling and
 BG3639.adjusted by the NATIONAL GEODETIC SURVEY
 BG3639.in July 2012.
 BG3639
 BG3639.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG3639.GEOID18 height accuracy estimate available here.
 BG3639
 BG3639.Click photographs - Photos may exist for this station.
 BG3639
 BG3639.The dynamic height is computed by dividing the NAVD 88
 BG3639.geopotential number by the normal gravity value computed on the
 BG3639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3639.degrees latitude (g = 980.6199 gals.).
 BG3639
 BG3639.The modeled gravity was interpolated from observed gravity values.
 BG3639
 BG3639;                    North         East    Units  Estimated Accuracy
 BG3639;SPC FL N     -   147,300.      317,890.      MT  (+/- 180 meters Scaled)
 BG3639
 BG3639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU583516(NAD 83)
 BG3639
 BG3639                          SUPERSEDED SURVEY CONTROL
 BG3639
 BG3639  NAVD 88 (06/15/91)    4.796  (m)           15.73   (f) SUPERSEDED  2 1
 BG3639
 BG3639.Superseded values are not recommended for survey control.
 BG3639
 BG3639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3639.See file dsdata.pdf to determine how the superseded data were derived.
 BG3639
 BG3639_MARKER: DD = SURVEY DISK
 BG3639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3639_STAMPING: 48 84 A13
 BG3639_MARK LOGO: FLDNR
 BG3639_PROJECTION: RECESSED 10 CENTIMETERS
 BG3639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3639+STABILITY: SURFACE MOTION
 BG3639
 BG3639  HISTORY     - Date     Condition        Report By
 BG3639  HISTORY     - UNK      MONUMENTED       FLDT
 BG3639  HISTORY     - 1984     GOOD             FLDNR
 BG3639  HISTORY     - 20030608 MARK NOT FOUND   USPSQD
 BG3639
 BG3639                          STATION DESCRIPTION
 BG3639
 BG3639'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3639'1.6 MI SSW FROM PERDIDO BAY.
 BG3639'BEGIN AT THE INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD 292 A IN
 BG3639'THE COMMUNITY OF PERDIDO BAY, GO 1.6 MILES SOUTHERLY ON STATE ROAD 292
 BG3639'TO THE MARK.  THE MARK BEARS 43.8 FEET SOUTH OF THE SOUTH EDGE OF THE
 BG3639'PAVED PARKING LOT TO THE PERDIDO BAY INN RESORT CLUBHOUSE, 70.5 FEET
 BG3639'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE CLUBHOUSE, 36.9 FEET
 BG3639'NORTHEAST OF THE NORTHEAST EDGE OF A WOOD WALKWAY, AND 3.6 FEET NORTH
 BG3639'OF A WITNESS POST.
 BG3639'THE MARK IS 7 FT ABOVE ROAD.
 BG3639
 BG3639                          STATION RECOVERY (2003)
 BG3639
 BG3639'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3639'AT THIS SITE THE PERDIDO BAY INN RESORT IS NO MORE. A CONDOMINIUM
 BG3639'NAMED INDIGO WEST IS UNDER CONSTRUCTION ON THIS SITE, I SUSPECT THE
 BG3639'MARK IS DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4889 ***********************************************************************
 BG4889  DESIGNATION -  48 84 B 01
 BG4889  PID         -  BG4889
 BG4889  STATE/COUNTY-  FL/ESCAMBIA
 BG4889  COUNTRY     -  US
 BG4889  USGS QUAD   -  FORT BARRANCAS (2018)
 BG4889
 BG4889                         *CURRENT SURVEY CONTROL
 BG4889  ______________________________________________________________________
 BG4889* NAD 83(1986) POSITION- 30 19 19.     (N) 087 17 05.     (W)   SCALED
 BG4889* NAVD 88 ORTHO HEIGHT -     9.275 (meters)       30.43  (feet) ADJUSTED
 BG4889* NAVD 88 EPOCH        -  2009.55
 BG4889  **This station is located in a suspected subsidence area (see below).
 BG4889  ______________________________________________________________________
 BG4889  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 BG4889  DYNAMIC HEIGHT  -          9.263 (meters)       30.39  (feet) COMP
 BG4889  MODELED GRAVITY -    979,341.8   (mgal)                       NAVD 88
 BG4889
 BG4889  VERT ORDER      -  SECOND    CLASS I
 BG4889
 BG4889.The horizontal coordinates were scaled from a map and have
 BG4889.an estimated accuracy of +/- 6 seconds.
 BG4889
 BG4889.** This station is in an area of known vertical motion.  Due to the
 BG4889.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4889.** determined the orthometric heights for marks in these suspect
 BG4889.** subsidence areas should be considered valid only at the epoch date
 BG4889.** associated with the orthometric height.  These heights must always
 BG4889.** be validated when used as control.  All previously superseded
 BG4889.** orthometric heights are now considered suspect and are available
 BG4889.** in the superseded section.  NGS does not recommend using suspect
 BG4889.** or superseded heights as control.
 BG4889
 BG4889.The orthometric height was determined by differential leveling and
 BG4889.adjusted by the NATIONAL GEODETIC SURVEY
 BG4889.in July 2012.
 BG4889
 BG4889.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4889.GEOID18 height accuracy estimate available here.
 BG4889
 BG4889.Click photographs - Photos may exist for this station.
 BG4889
 BG4889.The dynamic height is computed by dividing the NAVD 88
 BG4889.geopotential number by the normal gravity value computed on the
 BG4889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4889.degrees latitude (g = 980.6199 gals.).
 BG4889
 BG4889.The modeled gravity was interpolated from observed gravity values.
 BG4889
 BG4889;                    North         East    Units  Estimated Accuracy
 BG4889;SPC FL N     -   149,810.      332,220.      MT  (+/- 180 meters Scaled)
 BG4889
 BG4889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU726544(NAD 83)
 BG4889
 BG4889                          SUPERSEDED SURVEY CONTROL
 BG4889
 BG4889  NAVD 88 (09/06/96)    9.298  (m)           30.51   (f) SUPERSEDED  2 1
 BG4889
 BG4889.Superseded values are not recommended for survey control.
 BG4889
 BG4889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4889.See file dsdata.pdf to determine how the superseded data were derived.
 BG4889
 BG4889_MARKER: DB = BENCH MARK DISK
 BG4889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4889_STAMPING: 48 84 B01
 BG4889_MARK LOGO: FLDNR
 BG4889_PROJECTION: RECESSED 15 CENTIMETERS
 BG4889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4889+STABILITY: SURFACE MOTION
 BG4889
 BG4889  HISTORY     - Date     Condition        Report By
 BG4889  HISTORY     - 1984     MONUMENTED       FLDT
 BG4889  HISTORY     - 1986     GOOD             FLDNR
 BG4889
 BG4889                          STATION DESCRIPTION
 BG4889
 BG4889'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4889'9.3 MI WEST FROM PENSACOLA BEACH.
 BG4889'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4889'PENSACOLA BEACH, GO 3.15 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4889'ENTRANCE TO THE GULF ISLANDS NATIONAL SEASHORE (FORT PICKENS AREA),
 BG4889'CONTINUE 5.85 MILES ON THE ROAD TO A DRIVE LEADING SOUTHWEST TO
 BG4889'BATTERY 234, GO 0.3 MILE SOUTHEAST ON THE DRIVE TO BATTERY 234 AND
 BG4889'THE MARK.  THE MARK BEARS 59.9 FEET SOUTHWEST OF A 5-INCH DIAMETER
 BG4889'PINE TREE, 53.8 FEET WEST OF THE EAST EDGE OF THE TOP OF THE BATTERY
 BG4889'AND 37.5 FEET NORTH OF THE SOUTH EDGE OF THE TOP OF THE BATTERY.
 BG4889'THE MARK IS 25 FT ABOVE THE DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4890 ***********************************************************************
 BG4890  DESIGNATION -  48 84 B 02
 BG4890  PID         -  BG4890
 BG4890  STATE/COUNTY-  FL/ESCAMBIA
 BG4890  COUNTRY     -  US
 BG4890  USGS QUAD   -  FORT BARRANCAS (2018)
 BG4890
 BG4890                         *CURRENT SURVEY CONTROL
 BG4890  ______________________________________________________________________
 BG4890* NAD 83(1986) POSITION- 30 19 04.     (N) 087 16 00.     (W)   SCALED
 BG4890* NAVD 88 ORTHO HEIGHT -     5.508 (meters)       18.07  (feet) ADJUSTED
 BG4890* NAVD 88 EPOCH        -  2009.55
 BG4890  **This station is located in a suspected subsidence area (see below).
 BG4890  ______________________________________________________________________
 BG4890  GEOID HEIGHT    -        -27.390 (meters)                     GEOID18
 BG4890  DYNAMIC HEIGHT  -          5.500 (meters)       18.04  (feet) COMP
 BG4890  MODELED GRAVITY -    979,342.2   (mgal)                       NAVD 88
 BG4890
 BG4890  VERT ORDER      -  SECOND    CLASS I
 BG4890
 BG4890.The horizontal coordinates were scaled from a map and have
 BG4890.an estimated accuracy of +/- 6 seconds.
 BG4890
 BG4890.** This station is in an area of known vertical motion.  Due to the
 BG4890.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4890.** determined the orthometric heights for marks in these suspect
 BG4890.** subsidence areas should be considered valid only at the epoch date
 BG4890.** associated with the orthometric height.  These heights must always
 BG4890.** be validated when used as control.  All previously superseded
 BG4890.** orthometric heights are now considered suspect and are available
 BG4890.** in the superseded section.  NGS does not recommend using suspect
 BG4890.** or superseded heights as control.
 BG4890
 BG4890.The orthometric height was determined by differential leveling and
 BG4890.adjusted by the NATIONAL GEODETIC SURVEY
 BG4890.in July 2012.
 BG4890
 BG4890.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4890.GEOID18 height accuracy estimate available here.
 BG4890
 BG4890.Click photographs - Photos may exist for this station.
 BG4890
 BG4890.The dynamic height is computed by dividing the NAVD 88
 BG4890.geopotential number by the normal gravity value computed on the
 BG4890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4890.degrees latitude (g = 980.6199 gals.).
 BG4890
 BG4890.The modeled gravity was interpolated from observed gravity values.
 BG4890
 BG4890;                    North         East    Units  Estimated Accuracy
 BG4890;SPC FL N     -   149,300.      333,950.      MT  (+/- 180 meters Scaled)
 BG4890
 BG4890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU743540(NAD 83)
 BG4890
 BG4890                          SUPERSEDED SURVEY CONTROL
 BG4890
 BG4890  NAVD 88 (09/06/96)    5.526  (m)           18.13   (f) SUPERSEDED  2 1
 BG4890
 BG4890.Superseded values are not recommended for survey control.
 BG4890
 BG4890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4890.See file dsdata.pdf to determine how the superseded data were derived.
 BG4890
 BG4890_MARKER: DB = BENCH MARK DISK
 BG4890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4890_STAMPING: 48 84 B02
 BG4890_MARK LOGO: FLDNR
 BG4890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4890+STABILITY: SURFACE MOTION
 BG4890
 BG4890  HISTORY     - Date     Condition        Report By
 BG4890  HISTORY     - 1984     MONUMENTED       FLDT
 BG4890  HISTORY     - 1986     GOOD             FLDNR
 BG4890  HISTORY     - 20030606 GOOD             USPSQD
 BG4890  HISTORY     - 20040721 GOOD             USPSQD
 BG4890
 BG4890                          STATION DESCRIPTION
 BG4890
 BG4890'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4890'7.45 MI WEST FROM PENSACOLA BEACH.
 BG4890'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4890'PENSACOLA BEACH, GO 3.15 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4890'ENTRANCE TO THE GULF ISLANDS NATIONAL SEASHORE (FORT PICKENS AREA),
 BG4890'CONTINUE 4.2 MILES ON THE ROAD TO THE WESTERN DRIVE TO LANGDON BEACH,
 BG4890'GO 0.1 MILE ON THE DRIVE TO THE PARKING LOT AND THE MARK VICINITY.
 BG4890'THE MARK IS ON TOP OF A LARGE SAND DUNE, 269 FEET SOUTHWEST OF THE
 BG4890'SOUTHWEST CORNER OF THE PARKING LOT, 212 FEET SOUTH OF THE CENTERLINE
 BG4890'OF THE DRIVE AND 18 FEET SOUTH OF THE NORTH EDGE OF THE DUNE.
 BG4890'THE MARK IS 15 FT ABOVE THE DRIVE.
 BG4890
 BG4890                          STATION RECOVERY (2003)
 BG4890
 BG4890'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4890'RECOVERED IN GOOD CONDITION.
 BG4890
 BG4890                          STATION RECOVERY (2004)
 BG4890
 BG4890'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BG4890'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4891 ***********************************************************************
 BG4891  DESIGNATION -  48 84 B 03
 BG4891  PID         -  BG4891
 BG4891  STATE/COUNTY-  FL/ESCAMBIA
 BG4891  COUNTRY     -  US
 BG4891  USGS QUAD   -  FORT BARRANCAS (2018)
 BG4891
 BG4891                         *CURRENT SURVEY CONTROL
 BG4891  ______________________________________________________________________
 BG4891* NAD 83(1986) POSITION- 30 19 07.     (N) 087 15 13.     (W)   SCALED
 BG4891* NAVD 88 ORTHO HEIGHT -     4.275 (meters)       14.03  (feet) ADJUSTED
 BG4891* NAVD 88 EPOCH        -  2009.55
 BG4891  **This station is located in a suspected subsidence area (see below).
 BG4891  ______________________________________________________________________
 BG4891  GEOID HEIGHT    -        -27.382 (meters)                     GEOID18
 BG4891  DYNAMIC HEIGHT  -          4.270 (meters)       14.01  (feet) COMP
 BG4891  MODELED GRAVITY -    979,342.6   (mgal)                       NAVD 88
 BG4891
 BG4891  VERT ORDER      -  SECOND    CLASS I
 BG4891
 BG4891.The horizontal coordinates were scaled from a map and have
 BG4891.an estimated accuracy of +/- 6 seconds.
 BG4891
 BG4891.** This station is in an area of known vertical motion.  Due to the
 BG4891.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4891.** determined the orthometric heights for marks in these suspect
 BG4891.** subsidence areas should be considered valid only at the epoch date
 BG4891.** associated with the orthometric height.  These heights must always
 BG4891.** be validated when used as control.  All previously superseded
 BG4891.** orthometric heights are now considered suspect and are available
 BG4891.** in the superseded section.  NGS does not recommend using suspect
 BG4891.** or superseded heights as control.
 BG4891
 BG4891.The orthometric height was determined by differential leveling and
 BG4891.adjusted by the NATIONAL GEODETIC SURVEY
 BG4891.in July 2012.
 BG4891
 BG4891.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4891.GEOID18 height accuracy estimate available here.
 BG4891
 BG4891.Click photographs - Photos may exist for this station.
 BG4891
 BG4891.The dynamic height is computed by dividing the NAVD 88
 BG4891.geopotential number by the normal gravity value computed on the
 BG4891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4891.degrees latitude (g = 980.6199 gals.).
 BG4891
 BG4891.The modeled gravity was interpolated from observed gravity values.
 BG4891
 BG4891;                    North         East    Units  Estimated Accuracy
 BG4891;SPC FL N     -   149,360.      335,210.      MT  (+/- 180 meters Scaled)
 BG4891
 BG4891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU756541(NAD 83)
 BG4891
 BG4891                          SUPERSEDED SURVEY CONTROL
 BG4891
 BG4891  NAVD 88 (09/06/96)    4.293  (m)           14.08   (f) SUPERSEDED  2 1
 BG4891
 BG4891.Superseded values are not recommended for survey control.
 BG4891
 BG4891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4891.See file dsdata.pdf to determine how the superseded data were derived.
 BG4891
 BG4891_MARKER: DB = BENCH MARK DISK
 BG4891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4891_STAMPING: 48 84 B03
 BG4891_MARK LOGO: FLDNR
 BG4891_PROJECTION: FLUSH
 BG4891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4891+STABILITY: SURFACE MOTION
 BG4891
 BG4891  HISTORY     - Date     Condition        Report By
 BG4891  HISTORY     - 1984     MONUMENTED       FLDT
 BG4891  HISTORY     - 1986     GOOD             FLDNR
 BG4891
 BG4891                          STATION DESCRIPTION
 BG4891
 BG4891'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4891'6.75 MI WEST FROM PENSACOLA BEACH.
 BG4891'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4891'PENSACOLA BEACH, GO 3.15 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4891'ENTRANCE TO THE GULF ISLANDS NATIONAL SEASHORE (FORT PICKENS AREA),
 BG4891'CONTINUE 3.6 MILES WESTERLY ON THE ROAD TO THE MARK.  THE MARK IS
 BG4891'ATOP A SAND DUNE, 94.4 FEET NORTH OF THE CENTERLINE OF THE ROAD, 195
 BG4891'FEET EAST OF THE SOUTH EDGE OF A CONCRETE FOUNDATION, 29 FEET SOUTH
 BG4891'OF THE NORTH EDGE OF THE DUNE AND 4 FEET NORTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4892 ***********************************************************************
 BG4892  DESIGNATION -  48 84 B 04
 BG4892  PID         -  BG4892
 BG4892  STATE/COUNTY-  FL/ESCAMBIA
 BG4892  COUNTRY     -  US
 BG4892  USGS QUAD   -  GULF BREEZE (2018)
 BG4892
 BG4892                         *CURRENT SURVEY CONTROL
 BG4892  ______________________________________________________________________
 BG4892* NAD 83(1986) POSITION- 30 19 07.     (N) 087 14 27.     (W)   SCALED
 BG4892* NAVD 88 ORTHO HEIGHT -     4.347 (meters)       14.26  (feet) ADJUSTED
 BG4892* NAVD 88 EPOCH        -  2009.55
 BG4892  **This station is located in a suspected subsidence area (see below).
 BG4892  ______________________________________________________________________
 BG4892  GEOID HEIGHT    -        -27.373 (meters)                     GEOID18
 BG4892  DYNAMIC HEIGHT  -          4.341 (meters)       14.24  (feet) COMP
 BG4892  MODELED GRAVITY -    979,342.9   (mgal)                       NAVD 88
 BG4892
 BG4892  VERT ORDER      -  SECOND    CLASS I
 BG4892
 BG4892.The horizontal coordinates were scaled from a map and have
 BG4892.an estimated accuracy of +/- 6 seconds.
 BG4892
 BG4892.** This station is in an area of known vertical motion.  Due to the
 BG4892.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4892.** determined the orthometric heights for marks in these suspect
 BG4892.** subsidence areas should be considered valid only at the epoch date
 BG4892.** associated with the orthometric height.  These heights must always
 BG4892.** be validated when used as control.  All previously superseded
 BG4892.** orthometric heights are now considered suspect and are available
 BG4892.** in the superseded section.  NGS does not recommend using suspect
 BG4892.** or superseded heights as control.
 BG4892
 BG4892.The orthometric height was determined by differential leveling and
 BG4892.adjusted by the NATIONAL GEODETIC SURVEY
 BG4892.in July 2012.
 BG4892
 BG4892.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4892.GEOID18 height accuracy estimate available here.
 BG4892
 BG4892.Click photographs - Photos may exist for this station.
 BG4892
 BG4892.The dynamic height is computed by dividing the NAVD 88
 BG4892.geopotential number by the normal gravity value computed on the
 BG4892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4892.degrees latitude (g = 980.6199 gals.).
 BG4892
 BG4892.The modeled gravity was interpolated from observed gravity values.
 BG4892
 BG4892;                    North         East    Units  Estimated Accuracy
 BG4892;SPC FL N     -   149,330.      336,430.      MT  (+/- 180 meters Scaled)
 BG4892
 BG4892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU768541(NAD 83)
 BG4892
 BG4892                          SUPERSEDED SURVEY CONTROL
 BG4892
 BG4892  NAVD 88 (09/06/96)    4.362  (m)           14.31   (f) SUPERSEDED  2 1
 BG4892
 BG4892.Superseded values are not recommended for survey control.
 BG4892
 BG4892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4892.See file dsdata.pdf to determine how the superseded data were derived.
 BG4892
 BG4892_MARKER: DB = BENCH MARK DISK
 BG4892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4892_STAMPING: 48 84 B04
 BG4892_MARK LOGO: FLDNR
 BG4892_PROJECTION: FLUSH
 BG4892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4892+STABILITY: SURFACE MOTION
 BG4892
 BG4892  HISTORY     - Date     Condition        Report By
 BG4892  HISTORY     - 1984     MONUMENTED       FLDT
 BG4892  HISTORY     - 1986     GOOD             FLDNR
 BG4892  HISTORY     - 20040721 GOOD             USPSQD
 BG4892
 BG4892                          STATION DESCRIPTION
 BG4892
 BG4892'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4892'6.0 MI WEST FROM PENSACOLA BEACH.
 BG4892'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4892'PENSACOLA BEACH, GO 3.15 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4892'ENTRANCE TO THE GULF ISLANDS NATIONAL SEASHORE (FORT PICKENS AREA),
 BG4892'CONTINUE 2.85 MILES ON THE ROAD TO THE MARK.  THE MARK IS ATOP A SAND
 BG4892'DUNE, 237 FEET NORTH OF THE CENTERLINE OF THE ROAD, 20 FEET NORTH OF
 BG4892'THE SOUTH EDGE OF THE DUNE, 5 FEET SOUTH OF A PATCH OF SCRUB OAK
 BG4892'TREES AND 3.8 FEET SOUTH OF A METAL WITNESS POST.
 BG4892
 BG4892                          STATION RECOVERY (2004)
 BG4892
 BG4892'RECOVERY NOTE BY US POWER SQUADRON 2004 (DH)
 BG4892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4893 ***********************************************************************
 BG4893  DESIGNATION -  48 84 B 06
 BG4893  PID         -  BG4893
 BG4893  STATE/COUNTY-  FL/ESCAMBIA
 BG4893  COUNTRY     -  US
 BG4893  USGS QUAD   -  GULF BREEZE (2018)
 BG4893
 BG4893                         *CURRENT SURVEY CONTROL
 BG4893  ______________________________________________________________________
 BG4893* NAD 83(1986) POSITION- 30 19 14.     (N) 087 13 14.     (W)   SCALED
 BG4893* NAVD 88 ORTHO HEIGHT -     2.375 (meters)        7.79  (feet) ADJUSTED
 BG4893* NAVD 88 EPOCH        -  2009.55
 BG4893  **This station is located in a suspected subsidence area (see below).
 BG4893  ______________________________________________________________________
 BG4893  GEOID HEIGHT    -        -27.362 (meters)                     GEOID18
 BG4893  DYNAMIC HEIGHT  -          2.372 (meters)        7.78  (feet) COMP
 BG4893  MODELED GRAVITY -    979,343.4   (mgal)                       NAVD 88
 BG4893
 BG4893  VERT ORDER      -  SECOND    CLASS I
 BG4893
 BG4893.The horizontal coordinates were scaled from a map and have
 BG4893.an estimated accuracy of +/- 6 seconds.
 BG4893
 BG4893.** This station is in an area of known vertical motion.  Due to the
 BG4893.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4893.** determined the orthometric heights for marks in these suspect
 BG4893.** subsidence areas should be considered valid only at the epoch date
 BG4893.** associated with the orthometric height.  These heights must always
 BG4893.** be validated when used as control.  All previously superseded
 BG4893.** orthometric heights are now considered suspect and are available
 BG4893.** in the superseded section.  NGS does not recommend using suspect
 BG4893.** or superseded heights as control.
 BG4893
 BG4893.The orthometric height was determined by differential leveling and
 BG4893.adjusted by the NATIONAL GEODETIC SURVEY
 BG4893.in July 2012.
 BG4893
 BG4893.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4893.GEOID18 height accuracy estimate available here.
 BG4893
 BG4893.Click photographs - Photos may exist for this station.
 BG4893
 BG4893.The dynamic height is computed by dividing the NAVD 88
 BG4893.geopotential number by the normal gravity value computed on the
 BG4893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4893.degrees latitude (g = 980.6199 gals.).
 BG4893
 BG4893.The modeled gravity was interpolated from observed gravity values.
 BG4893
 BG4893;                    North         East    Units  Estimated Accuracy
 BG4893;SPC FL N     -   149,500.      338,390.      MT  (+/- 180 meters Scaled)
 BG4893
 BG4893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU787543(NAD 83)
 BG4893
 BG4893                          SUPERSEDED SURVEY CONTROL
 BG4893
 BG4893  NAVD 88 (09/06/96)    2.387  (m)            7.83   (f) SUPERSEDED  2 1
 BG4893
 BG4893.Superseded values are not recommended for survey control.
 BG4893
 BG4893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4893.See file dsdata.pdf to determine how the superseded data were derived.
 BG4893
 BG4893_MARKER: DB = BENCH MARK DISK
 BG4893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4893_STAMPING: 48 84 B06
 BG4893_MARK LOGO: FLDNR
 BG4893_PROJECTION: RECESSED 8 CENTIMETERS
 BG4893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4893+STABILITY: SURFACE MOTION
 BG4893
 BG4893  HISTORY     - Date     Condition        Report By
 BG4893  HISTORY     - 1984     MONUMENTED       FLDT
 BG4893  HISTORY     - 1986     GOOD             FLDNR
 BG4893
 BG4893                          STATION DESCRIPTION
 BG4893
 BG4893'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4893'4.75 MI WEST FROM PENSACOLA BEACH.
 BG4893'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4893'PENSACOLA BEACH, GO 3.15 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4893'ENTRANCE TO THE GULF ISLANDS NATIONAL SEASHORE (FORT PICKENS AREA),
 BG4893'CONTINUE 1.6 MILES ON THE ROAD TO THE MARK.  THE MARK IS ATOP A SAND
 BG4893'DUNE, 111 FEET NORTH OF THE CENTERLINE OF THE ROAD, 450 FEET SOUTH OF
 BG4893'THE REMAINS OF AN OLD PIER, 23 FEET NORTH OF THE SOUTH EDGE OF THE
 BG4893'DUNE, 10 FEET SOUTH OF THE NORTH EDGE OF THE DUNE AND 3.8 FEET NORTH
 BG4893'OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4894 ***********************************************************************
 BG4894  DESIGNATION -  48 84 B 07
 BG4894  PID         -  BG4894
 BG4894  STATE/COUNTY-  FL/ESCAMBIA
 BG4894  COUNTRY     -  US
 BG4894  USGS QUAD   -  GULF BREEZE (2018)
 BG4894
 BG4894                         *CURRENT SURVEY CONTROL
 BG4894  ______________________________________________________________________
 BG4894* NAD 83(1986) POSITION- 30 19 18.     (N) 087 12 31.     (W)   SCALED
 BG4894* NAVD 88 ORTHO HEIGHT -     1.897 (meters)        6.22  (feet) ADJUSTED
 BG4894* NAVD 88 EPOCH        -  2009.55
 BG4894  **This station is located in a suspected subsidence area (see below).
 BG4894  ______________________________________________________________________
 BG4894  GEOID HEIGHT    -        -27.356 (meters)                     GEOID18
 BG4894  DYNAMIC HEIGHT  -          1.895 (meters)        6.22  (feet) COMP
 BG4894  MODELED GRAVITY -    979,343.6   (mgal)                       NAVD 88
 BG4894
 BG4894  VERT ORDER      -  SECOND    CLASS I
 BG4894
 BG4894.The horizontal coordinates were scaled from a map and have
 BG4894.an estimated accuracy of +/- 6 seconds.
 BG4894
 BG4894.** This station is in an area of known vertical motion.  Due to the
 BG4894.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4894.** determined the orthometric heights for marks in these suspect
 BG4894.** subsidence areas should be considered valid only at the epoch date
 BG4894.** associated with the orthometric height.  These heights must always
 BG4894.** be validated when used as control.  All previously superseded
 BG4894.** orthometric heights are now considered suspect and are available
 BG4894.** in the superseded section.  NGS does not recommend using suspect
 BG4894.** or superseded heights as control.
 BG4894
 BG4894.The orthometric height was determined by differential leveling and
 BG4894.adjusted by the NATIONAL GEODETIC SURVEY
 BG4894.in July 2012.
 BG4894
 BG4894.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4894.GEOID18 height accuracy estimate available here.
 BG4894
 BG4894.Click photographs - Photos may exist for this station.
 BG4894
 BG4894.The dynamic height is computed by dividing the NAVD 88
 BG4894.geopotential number by the normal gravity value computed on the
 BG4894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4894.degrees latitude (g = 980.6199 gals.).
 BG4894
 BG4894.The modeled gravity was interpolated from observed gravity values.
 BG4894
 BG4894;                    North         East    Units  Estimated Accuracy
 BG4894;SPC FL N     -   149,600.      339,540.      MT  (+/- 180 meters Scaled)
 BG4894
 BG4894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU799544(NAD 83)
 BG4894
 BG4894                          SUPERSEDED SURVEY CONTROL
 BG4894
 BG4894  NAVD 88 (09/06/96)    1.908  (m)            6.26   (f) SUPERSEDED  2 1
 BG4894
 BG4894.Superseded values are not recommended for survey control.
 BG4894
 BG4894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4894.See file dsdata.pdf to determine how the superseded data were derived.
 BG4894
 BG4894_MARKER: DB = BENCH MARK DISK
 BG4894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4894_STAMPING: 48 84 B07
 BG4894_MARK LOGO: FLDNR
 BG4894_PROJECTION: RECESSED 5 CENTIMETERS
 BG4894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4894+STABILITY: SURFACE MOTION
 BG4894
 BG4894  HISTORY     - Date     Condition        Report By
 BG4894  HISTORY     - 1984     MONUMENTED       FLDT
 BG4894  HISTORY     - 1986     GOOD             FLDNR
 BG4894
 BG4894                          STATION DESCRIPTION
 BG4894
 BG4894'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4894'4.05 MI WEST FROM PENSACOLA BEACH.
 BG4894'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4894'PENSACOLA BEACH, GO 3.15 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4894'ENTRANCE TO THE GULF ISLANDS NATIONAL SEASHORE (FORT PICKENS AREA),
 BG4894'CONTINUE 0.9 MILE ON THE ROAD TO THE MARK.  THE MARK IS ATOP A SAND
 BG4894'DUNE, 137 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD, 187
 BG4894'FEET NORTH OF A LARGE TRANSFORMER BOX, 19 FEET EAST OF THE NORTH EDGE
 BG4894'OF THE DUNE AND 3 FEET SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4895 ***********************************************************************
 BG4895  DESIGNATION -  48 84 B 08
 BG4895  PID         -  BG4895
 BG4895  STATE/COUNTY-  FL/ESCAMBIA
 BG4895  COUNTRY     -  US
 BG4895  USGS QUAD   -  GULF BREEZE (2018)
 BG4895
 BG4895                         *CURRENT SURVEY CONTROL
 BG4895  ______________________________________________________________________
 BG4895* NAD 83(1986) POSITION- 30 19 24.     (N) 087 11 53.     (W)   SCALED
 BG4895* NAVD 88 ORTHO HEIGHT -     2.142 (meters)        7.03  (feet) ADJUSTED
 BG4895* NAVD 88 EPOCH        -  2009.55
 BG4895  **This station is located in a suspected subsidence area (see below).
 BG4895  ______________________________________________________________________
 BG4895  GEOID HEIGHT    -        -27.351 (meters)                     GEOID18
 BG4895  DYNAMIC HEIGHT  -          2.139 (meters)        7.02  (feet) COMP
 BG4895  MODELED GRAVITY -    979,343.8   (mgal)                       NAVD 88
 BG4895
 BG4895  VERT ORDER      -  SECOND    CLASS I
 BG4895
 BG4895.The horizontal coordinates were scaled from a map and have
 BG4895.an estimated accuracy of +/- 6 seconds.
 BG4895
 BG4895.** This station is in an area of known vertical motion.  Due to the
 BG4895.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4895.** determined the orthometric heights for marks in these suspect
 BG4895.** subsidence areas should be considered valid only at the epoch date
 BG4895.** associated with the orthometric height.  These heights must always
 BG4895.** be validated when used as control.  All previously superseded
 BG4895.** orthometric heights are now considered suspect and are available
 BG4895.** in the superseded section.  NGS does not recommend using suspect
 BG4895.** or superseded heights as control.
 BG4895
 BG4895.The orthometric height was determined by differential leveling and
 BG4895.adjusted by the NATIONAL GEODETIC SURVEY
 BG4895.in July 2012.
 BG4895
 BG4895.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4895.GEOID18 height accuracy estimate available here.
 BG4895
 BG4895.Click photographs - Photos may exist for this station.
 BG4895
 BG4895.The dynamic height is computed by dividing the NAVD 88
 BG4895.geopotential number by the normal gravity value computed on the
 BG4895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4895.degrees latitude (g = 980.6199 gals.).
 BG4895
 BG4895.The modeled gravity was interpolated from observed gravity values.
 BG4895
 BG4895;                    North         East    Units  Estimated Accuracy
 BG4895;SPC FL N     -   149,760.      340,560.      MT  (+/- 180 meters Scaled)
 BG4895
 BG4895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU809546(NAD 83)
 BG4895
 BG4895                          SUPERSEDED SURVEY CONTROL
 BG4895
 BG4895  NAVD 88 (09/06/96)    2.151  (m)            7.06   (f) SUPERSEDED  2 1
 BG4895
 BG4895.Superseded values are not recommended for survey control.
 BG4895
 BG4895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4895.See file dsdata.pdf to determine how the superseded data were derived.
 BG4895
 BG4895_MARKER: DB = BENCH MARK DISK
 BG4895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4895_STAMPING: 48 84 B08
 BG4895_MARK LOGO: FLDNR
 BG4895_PROJECTION: RECESSED 3 CENTIMETERS
 BG4895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4895+STABILITY: SURFACE MOTION
 BG4895
 BG4895  HISTORY     - Date     Condition        Report By
 BG4895  HISTORY     - 1984     MONUMENTED       FLDT
 BG4895  HISTORY     - 1986     GOOD             FLDNR
 BG4895
 BG4895                          STATION DESCRIPTION
 BG4895
 BG4895'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4895'3.45 MI WEST FROM PENSACOLA BEACH.
 BG4895'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4895'PENSACOLA BEACH, GO 3.15 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4895'ENTRANCE TO THE GULF ISLANDS NATIONAL SEASHORE (FORT PICKENS AREA),
 BG4895'CONTINUE 0.3 MILE ON THE ROAD TO THE MARK.  THE MARK IS ATOP A SAND
 BG4895'DUNE, 180 FEET NORTH OF THE CENTERLINE OF THE ROAD, 217 FEET
 BG4895'NORTHWEST OF A REDUCE SPEED SIGN, 61 FEET SOUTHWEST OF THE WESTMOST
 BG4895'POST OF A SAND DUNE PROTECTION BARRIER AND 4.2 FEET NORTH OF A METAL
 BG4895'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4896 ***********************************************************************
 BG4896  DESIGNATION -  48 84 B 09
 BG4896  PID         -  BG4896
 BG4896  STATE/COUNTY-  FL/ESCAMBIA
 BG4896  COUNTRY     -  US
 BG4896  USGS QUAD   -  GULF BREEZE (2018)
 BG4896
 BG4896                         *CURRENT SURVEY CONTROL
 BG4896  ______________________________________________________________________
 BG4896* NAD 83(1986) POSITION- 30 19 29.     (N) 087 11 14.     (W)   SCALED
 BG4896* NAVD 88 ORTHO HEIGHT -     1.896 (meters)        6.22  (feet) ADJUSTED
 BG4896* NAVD 88 EPOCH        -  2009.55
 BG4896  **This station is located in a suspected subsidence area (see below).
 BG4896  ______________________________________________________________________
 BG4896  GEOID HEIGHT    -        -27.346 (meters)                     GEOID18
 BG4896  DYNAMIC HEIGHT  -          1.893 (meters)        6.21  (feet) COMP
 BG4896  MODELED GRAVITY -    979,343.9   (mgal)                       NAVD 88
 BG4896
 BG4896  VERT ORDER      -  SECOND    CLASS I
 BG4896
 BG4896.The horizontal coordinates were scaled from a map and have
 BG4896.an estimated accuracy of +/- 6 seconds.
 BG4896
 BG4896.** This station is in an area of known vertical motion.  Due to the
 BG4896.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4896.** determined the orthometric heights for marks in these suspect
 BG4896.** subsidence areas should be considered valid only at the epoch date
 BG4896.** associated with the orthometric height.  These heights must always
 BG4896.** be validated when used as control.  All previously superseded
 BG4896.** orthometric heights are now considered suspect and are available
 BG4896.** in the superseded section.  NGS does not recommend using suspect
 BG4896.** or superseded heights as control.
 BG4896
 BG4896.The orthometric height was determined by differential leveling and
 BG4896.adjusted by the NATIONAL GEODETIC SURVEY
 BG4896.in July 2012.
 BG4896
 BG4896.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4896.GEOID18 height accuracy estimate available here.
 BG4896
 BG4896.Click photographs - Photos may exist for this station.
 BG4896
 BG4896.The dynamic height is computed by dividing the NAVD 88
 BG4896.geopotential number by the normal gravity value computed on the
 BG4896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4896.degrees latitude (g = 980.6199 gals.).
 BG4896
 BG4896.The modeled gravity was interpolated from observed gravity values.
 BG4896
 BG4896;                    North         East    Units  Estimated Accuracy
 BG4896;SPC FL N     -   149,890.      341,600.      MT  (+/- 180 meters Scaled)
 BG4896
 BG4896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU820547(NAD 83)
 BG4896
 BG4896                          SUPERSEDED SURVEY CONTROL
 BG4896
 BG4896  NAVD 88 (09/06/96)    1.904  (m)            6.25   (f) SUPERSEDED  2 1
 BG4896
 BG4896.Superseded values are not recommended for survey control.
 BG4896
 BG4896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4896.See file dsdata.pdf to determine how the superseded data were derived.
 BG4896
 BG4896_MARKER: DB = BENCH MARK DISK
 BG4896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4896_STAMPING: 48 84 B09
 BG4896_MARK LOGO: FLDNR
 BG4896_PROJECTION: FLUSH
 BG4896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4896+STABILITY: SURFACE MOTION
 BG4896
 BG4896  HISTORY     - Date     Condition        Report By
 BG4896  HISTORY     - 1984     MONUMENTED       FLDT
 BG4896  HISTORY     - 1986     GOOD             FLDNR
 BG4896  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4896
 BG4896                          STATION DESCRIPTION
 BG4896
 BG4896'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4896'2.85 MI WEST FROM PENSACOLA BEACH.
 BG4896'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4896'PENSACOLA BEACH, GO 2.85 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4896'MARK.  THE MARK BEARS 82 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 BG4896'171 FEET NORTHEAST OF A NO PARKING SIGN, 153 FEET WEST-NORTHWEST OF
 BG4896'ANOTHER NO PARKING SIGN AND 2.3 FEET SOUTH OF A METAL WITNESS POST.
 BG4896
 BG4896                          STATION RECOVERY (2003)
 BG4896
 BG4896'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4896'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4896'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4896'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4897 ***********************************************************************
 BG4897  DESIGNATION -  48 84 B 10 RM 1
 BG4897  PID         -  BG4897
 BG4897  STATE/COUNTY-  FL/ESCAMBIA
 BG4897  COUNTRY     -  US
 BG4897  USGS QUAD   -  GULF BREEZE (2018)
 BG4897
 BG4897                         *CURRENT SURVEY CONTROL
 BG4897  ______________________________________________________________________
 BG4897* NAD 83(1986) POSITION- 30 19 36.     (N) 087 10 35.     (W)   SCALED
 BG4897* NAVD 88 ORTHO HEIGHT -     1.561 (meters)        5.12  (feet) ADJUSTED
 BG4897* NAVD 88 EPOCH        -  2009.55
 BG4897  **This station is located in a suspected subsidence area (see below).
 BG4897  ______________________________________________________________________
 BG4897  GEOID HEIGHT    -        -27.342 (meters)                     GEOID18
 BG4897  DYNAMIC HEIGHT  -          1.559 (meters)        5.11  (feet) COMP
 BG4897  MODELED GRAVITY -    979,344.1   (mgal)                       NAVD 88
 BG4897
 BG4897  VERT ORDER      -  SECOND    CLASS I
 BG4897
 BG4897.The horizontal coordinates were scaled from a map and have
 BG4897.an estimated accuracy of +/- 6 seconds.
 BG4897
 BG4897.** This station is in an area of known vertical motion.  Due to the
 BG4897.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4897.** determined the orthometric heights for marks in these suspect
 BG4897.** subsidence areas should be considered valid only at the epoch date
 BG4897.** associated with the orthometric height.  These heights must always
 BG4897.** be validated when used as control.  All previously superseded
 BG4897.** orthometric heights are now considered suspect and are available
 BG4897.** in the superseded section.  NGS does not recommend using suspect
 BG4897.** or superseded heights as control.
 BG4897
 BG4897.The orthometric height was determined by differential leveling and
 BG4897.adjusted by the NATIONAL GEODETIC SURVEY
 BG4897.in July 2012.
 BG4897
 BG4897.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4897.GEOID18 height accuracy estimate available here.
 BG4897
 BG4897.Click photographs - Photos may exist for this station.
 BG4897
 BG4897.The dynamic height is computed by dividing the NAVD 88
 BG4897.geopotential number by the normal gravity value computed on the
 BG4897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4897.degrees latitude (g = 980.6199 gals.).
 BG4897
 BG4897.The modeled gravity was interpolated from observed gravity values.
 BG4897
 BG4897;                    North         East    Units  Estimated Accuracy
 BG4897;SPC FL N     -   150,080.      342,650.      MT  (+/- 180 meters Scaled)
 BG4897
 BG4897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU830549(NAD 83)
 BG4897
 BG4897                          SUPERSEDED SURVEY CONTROL
 BG4897
 BG4897  NAVD 88 (09/06/96)    1.568  (m)            5.14   (f) SUPERSEDED  2 1
 BG4897
 BG4897.Superseded values are not recommended for survey control.
 BG4897
 BG4897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4897.See file dsdata.pdf to determine how the superseded data were derived.
 BG4897
 BG4897_MARKER: DB = BENCH MARK DISK
 BG4897_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG4897+WITH SETTING: PAVEMENT
 BG4897_SP_SET: CONCRETE PLATFORM
 BG4897_STAMPING: 48 84 B10 REF MK 1
 BG4897_MARK LOGO: FLDNR
 BG4897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4897+STABILITY: SURFACE MOTION
 BG4897
 BG4897  HISTORY     - Date     Condition        Report By
 BG4897  HISTORY     - 1984     MONUMENTED       FLDT
 BG4897  HISTORY     - 1986     GOOD             FLDNR
 BG4897  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4897
 BG4897                          STATION DESCRIPTION
 BG4897
 BG4897'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4897'2.2 MI WEST FROM PENSACOLA BEACH.
 BG4897'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4897'PENSACOLA BEACH, GO 2.2 MILES WESTERLY ON FORT PICKENS ROAD TO THE
 BG4897'MARK.  THE MARK BEARS 81.5 FEET NORTH OF THE CENTERLINE OF THE ROAD,
 BG4897'81 FEET SOUTHEAST OF THE SOUTHEAST CORNER POST OF THE SAN DE LUNA
 BG4897'APARTMENT 17, 17.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE
 BG4897'APARTMENT PARKING AREA AND IS SET AT THE SOUTHWEST CORNER OF THE
 BG4897'PLATFORM FOR A TRASH DUMPSTER.
 BG4897
 BG4897                          STATION RECOVERY (2003)
 BG4897
 BG4897'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4897'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4897'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4897'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4898 ***********************************************************************
 BG4898  DESIGNATION -  48 84 B 11
 BG4898  PID         -  BG4898
 BG4898  STATE/COUNTY-  FL/ESCAMBIA
 BG4898  COUNTRY     -  US
 BG4898  USGS QUAD   -  GULF BREEZE (2018)
 BG4898
 BG4898                         *CURRENT SURVEY CONTROL
 BG4898  ______________________________________________________________________
 BG4898* NAD 83(1986) POSITION- 30 19 38.     (N) 087 10 02.     (W)   SCALED
 BG4898* NAVD 88 ORTHO HEIGHT -     2.405 (meters)        7.89  (feet) ADJUSTED
 BG4898* NAVD 88 EPOCH        -  2009.55
 BG4898  **This station is located in a suspected subsidence area (see below).
 BG4898  ______________________________________________________________________
 BG4898  GEOID HEIGHT    -        -27.337 (meters)                     GEOID18
 BG4898  DYNAMIC HEIGHT  -          2.402 (meters)        7.88  (feet) COMP
 BG4898  MODELED GRAVITY -    979,344.2   (mgal)                       NAVD 88
 BG4898
 BG4898  VERT ORDER      -  SECOND    CLASS I
 BG4898
 BG4898.The horizontal coordinates were scaled from a map and have
 BG4898.an estimated accuracy of +/- 6 seconds.
 BG4898
 BG4898.** This station is in an area of known vertical motion.  Due to the
 BG4898.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4898.** determined the orthometric heights for marks in these suspect
 BG4898.** subsidence areas should be considered valid only at the epoch date
 BG4898.** associated with the orthometric height.  These heights must always
 BG4898.** be validated when used as control.  All previously superseded
 BG4898.** orthometric heights are now considered suspect and are available
 BG4898.** in the superseded section.  NGS does not recommend using suspect
 BG4898.** or superseded heights as control.
 BG4898
 BG4898.The orthometric height was determined by differential leveling and
 BG4898.adjusted by the NATIONAL GEODETIC SURVEY
 BG4898.in July 2012.
 BG4898
 BG4898.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4898.GEOID18 height accuracy estimate available here.
 BG4898
 BG4898.Click photographs - Photos may exist for this station.
 BG4898
 BG4898.The dynamic height is computed by dividing the NAVD 88
 BG4898.geopotential number by the normal gravity value computed on the
 BG4898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4898.degrees latitude (g = 980.6199 gals.).
 BG4898
 BG4898.The modeled gravity was interpolated from observed gravity values.
 BG4898
 BG4898;                    North         East    Units  Estimated Accuracy
 BG4898;SPC FL N     -   150,120.      343,530.      MT  (+/- 180 meters Scaled)
 BG4898
 BG4898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU839550(NAD 83)
 BG4898
 BG4898                          SUPERSEDED SURVEY CONTROL
 BG4898
 BG4898  NAVD 88 (09/06/96)    2.410  (m)            7.91   (f) SUPERSEDED  2 1
 BG4898
 BG4898.Superseded values are not recommended for survey control.
 BG4898
 BG4898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4898.See file dsdata.pdf to determine how the superseded data were derived.
 BG4898
 BG4898_MARKER: DB = BENCH MARK DISK
 BG4898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4898_STAMPING: 48 84 B11
 BG4898_MARK LOGO: FLDNR
 BG4898_PROJECTION: RECESSED 10 CENTIMETERS
 BG4898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4898+STABILITY: SURFACE MOTION
 BG4898
 BG4898  HISTORY     - Date     Condition        Report By
 BG4898  HISTORY     - 1984     MONUMENTED       FLDT
 BG4898  HISTORY     - 1986     GOOD             FLDNR
 BG4898  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4898
 BG4898                          STATION DESCRIPTION
 BG4898
 BG4898'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4898'1.7 MI WEST FROM PENSACOLA BEACH.
 BG4898'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4898'PENSACOLA BEACH, GO 1.7 MILES WEST ON FORT PICKENS ROAD TO THE MARK.
 BG4898'THE MARK BEARS 16.7 FEET NORTH OF THE CENTERLINE OF THE ROAD, 60 FEET
 BG4898'NORTHWEST OF A SIGN POST, 24.5 FEET WEST OF A UTILITY POLE AND 7 FEET
 BG4898'SOUTH OF A METAL WITNESS POST.
 BG4898
 BG4898                          STATION RECOVERY (2003)
 BG4898
 BG4898'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4898'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4898'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4898'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4899 ***********************************************************************
 BG4899  DESIGNATION -  48 84 B 12
 BG4899  PID         -  BG4899
 BG4899  STATE/COUNTY-  FL/ESCAMBIA
 BG4899  COUNTRY     -  US
 BG4899  USGS QUAD   -  GULF BREEZE (2018)
 BG4899
 BG4899                         *CURRENT SURVEY CONTROL
 BG4899  ______________________________________________________________________
 BG4899* NAD 83(1986) POSITION- 30 19 42.     (N) 087 09 46.     (W)   SCALED
 BG4899* NAVD 88 ORTHO HEIGHT -     1.605 (meters)        5.27  (feet) ADJUSTED
 BG4899* NAVD 88 EPOCH        -  2009.55
 BG4899  **This station is located in a suspected subsidence area (see below).
 BG4899  ______________________________________________________________________
 BG4899  GEOID HEIGHT    -        -27.336 (meters)                     GEOID18
 BG4899  DYNAMIC HEIGHT  -          1.603 (meters)        5.26  (feet) COMP
 BG4899  MODELED GRAVITY -    979,344.3   (mgal)                       NAVD 88
 BG4899
 BG4899  VERT ORDER      -  SECOND    CLASS I
 BG4899
 BG4899.The horizontal coordinates were scaled from a map and have
 BG4899.an estimated accuracy of +/- 6 seconds.
 BG4899
 BG4899.** This station is in an area of known vertical motion.  Due to the
 BG4899.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4899.** determined the orthometric heights for marks in these suspect
 BG4899.** subsidence areas should be considered valid only at the epoch date
 BG4899.** associated with the orthometric height.  These heights must always
 BG4899.** be validated when used as control.  All previously superseded
 BG4899.** orthometric heights are now considered suspect and are available
 BG4899.** in the superseded section.  NGS does not recommend using suspect
 BG4899.** or superseded heights as control.
 BG4899
 BG4899.The orthometric height was determined by differential leveling and
 BG4899.adjusted by the NATIONAL GEODETIC SURVEY
 BG4899.in July 2012.
 BG4899
 BG4899.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4899.GEOID18 height accuracy estimate available here.
 BG4899
 BG4899.Click photographs - Photos may exist for this station.
 BG4899
 BG4899.The dynamic height is computed by dividing the NAVD 88
 BG4899.geopotential number by the normal gravity value computed on the
 BG4899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4899.degrees latitude (g = 980.6199 gals.).
 BG4899
 BG4899.The modeled gravity was interpolated from observed gravity values.
 BG4899
 BG4899;                    North         East    Units  Estimated Accuracy
 BG4899;SPC FL N     -   150,230.      343,960.      MT  (+/- 180 meters Scaled)
 BG4899
 BG4899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU843551(NAD 83)
 BG4899
 BG4899                          SUPERSEDED SURVEY CONTROL
 BG4899
 BG4899  NAVD 88 (09/06/96)    1.610  (m)            5.28   (f) SUPERSEDED  2 1
 BG4899
 BG4899.Superseded values are not recommended for survey control.
 BG4899
 BG4899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4899.See file dsdata.pdf to determine how the superseded data were derived.
 BG4899
 BG4899_MARKER: DB = BENCH MARK DISK
 BG4899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4899_STAMPING: 48 84 B12
 BG4899_MARK LOGO: FLDNR
 BG4899_PROJECTION: RECESSED 8 CENTIMETERS
 BG4899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4899+STABILITY: SURFACE MOTION
 BG4899
 BG4899  HISTORY     - Date     Condition        Report By
 BG4899  HISTORY     - 1984     MONUMENTED       FLDT
 BG4899  HISTORY     - 1986     GOOD             FLDNR
 BG4899  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4899
 BG4899                          STATION DESCRIPTION
 BG4899
 BG4899'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4899'1.35 MI WEST FROM PENSACOLA BEACH.
 BG4899'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4899'PENSACOLA BEACH, GO 1.35 MILES WEST ON FORT PICKENS ROAD TO THE MARK.
 BG4899'THE MARK BEARS 19 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 6 FEET
 BG4899'NORTH OF A NO PARKING SIGN POST AND 6 FEET NORTH OF A METAL WITNESS
 BG4899'POST.
 BG4899
 BG4899                          STATION RECOVERY (2003)
 BG4899
 BG4899'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4899'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4899'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4899'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4900 ***********************************************************************
 BG4900  DESIGNATION -  48 84 B 13
 BG4900  PID         -  BG4900
 BG4900  STATE/COUNTY-  FL/ESCAMBIA
 BG4900  COUNTRY     -  US
 BG4900  USGS QUAD   -  GULF BREEZE (2018)
 BG4900
 BG4900                         *CURRENT SURVEY CONTROL
 BG4900  ______________________________________________________________________
 BG4900* NAD 83(1986) POSITION- 30 19 45.     (N) 087 09 27.     (W)   SCALED
 BG4900* NAVD 88 ORTHO HEIGHT -     1.458 (meters)        4.78  (feet) ADJUSTED
 BG4900* NAVD 88 EPOCH        -  2009.55
 BG4900  **This station is located in a suspected subsidence area (see below).
 BG4900  ______________________________________________________________________
 BG4900  GEOID HEIGHT    -        -27.334 (meters)                     GEOID18
 BG4900  DYNAMIC HEIGHT  -          1.457 (meters)        4.78  (feet) COMP
 BG4900  MODELED GRAVITY -    979,344.4   (mgal)                       NAVD 88
 BG4900
 BG4900  VERT ORDER      -  SECOND    CLASS I
 BG4900
 BG4900.The horizontal coordinates were scaled from a map and have
 BG4900.an estimated accuracy of +/- 6 seconds.
 BG4900
 BG4900.** This station is in an area of known vertical motion.  Due to the
 BG4900.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4900.** determined the orthometric heights for marks in these suspect
 BG4900.** subsidence areas should be considered valid only at the epoch date
 BG4900.** associated with the orthometric height.  These heights must always
 BG4900.** be validated when used as control.  All previously superseded
 BG4900.** orthometric heights are now considered suspect and are available
 BG4900.** in the superseded section.  NGS does not recommend using suspect
 BG4900.** or superseded heights as control.
 BG4900
 BG4900.The orthometric height was determined by differential leveling and
 BG4900.adjusted by the NATIONAL GEODETIC SURVEY
 BG4900.in July 2012.
 BG4900
 BG4900.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4900.GEOID18 height accuracy estimate available here.
 BG4900
 BG4900.Click photographs - Photos may exist for this station.
 BG4900
 BG4900.The dynamic height is computed by dividing the NAVD 88
 BG4900.geopotential number by the normal gravity value computed on the
 BG4900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4900.degrees latitude (g = 980.6199 gals.).
 BG4900
 BG4900.The modeled gravity was interpolated from observed gravity values.
 BG4900
 BG4900;                    North         East    Units  Estimated Accuracy
 BG4900;SPC FL N     -   150,310.      344,470.      MT  (+/- 180 meters Scaled)
 BG4900
 BG4900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU848552(NAD 83)
 BG4900
 BG4900                          SUPERSEDED SURVEY CONTROL
 BG4900
 BG4900  NAVD 88 (09/06/96)    1.462  (m)            4.80   (f) SUPERSEDED  2 1
 BG4900
 BG4900.Superseded values are not recommended for survey control.
 BG4900
 BG4900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4900.See file dsdata.pdf to determine how the superseded data were derived.
 BG4900
 BG4900_MARKER: DB = BENCH MARK DISK
 BG4900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4900_STAMPING: 48 84 B13
 BG4900_MARK LOGO: FLDNR
 BG4900_PROJECTION: RECESSED 10 CENTIMETERS
 BG4900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4900+STABILITY: SURFACE MOTION
 BG4900
 BG4900  HISTORY     - Date     Condition        Report By
 BG4900  HISTORY     - 1984     MONUMENTED       FLDT
 BG4900  HISTORY     - 1986     GOOD             FLDNR
 BG4900  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4900
 BG4900                          STATION DESCRIPTION
 BG4900
 BG4900'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4900'1.05 MI WEST FROM PENSACOLA BEACH.
 BG4900'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4900'PENSACOLA BEACH, GO 1.05 MILES WEST ON FORT PICKENS ROAD TO THE MARK.
 BG4900'THE MARK BEARS 17 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 40 FEET
 BG4900'EAST OF THE CENTERLINE OF THE WEST DRIVEWAY TO WHITE SANDS RESORT,
 BG4900'110.7 FEET SOUTHEAST OF AND ACROSS THE ROAD FROM POWER POLE
 BG4900'16177-49301, AND 9.2 FEET NORTH OF A METAL WITNESS POST.
 BG4900
 BG4900                          STATION RECOVERY (2003)
 BG4900
 BG4900'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4900'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4900'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4900'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4901 ***********************************************************************
 BG4901  DESIGNATION -  48 84 B 14
 BG4901  PID         -  BG4901
 BG4901  STATE/COUNTY-  FL/ESCAMBIA
 BG4901  COUNTRY     -  US
 BG4901  USGS QUAD   -  GULF BREEZE (2018)
 BG4901
 BG4901                         *CURRENT SURVEY CONTROL
 BG4901  ______________________________________________________________________
 BG4901* NAD 83(1986) POSITION- 30 19 49.     (N) 087 09 00.     (W)   SCALED
 BG4901* NAVD 88 ORTHO HEIGHT -     4.010 (meters)       13.16  (feet) ADJUSTED
 BG4901* NAVD 88 EPOCH        -  2009.55
 BG4901  **This station is located in a suspected subsidence area (see below).
 BG4901  ______________________________________________________________________
 BG4901  GEOID HEIGHT    -        -27.331 (meters)                     GEOID18
 BG4901  DYNAMIC HEIGHT  -          4.004 (meters)       13.14  (feet) COMP
 BG4901  MODELED GRAVITY -    979,344.5   (mgal)                       NAVD 88
 BG4901
 BG4901  VERT ORDER      -  SECOND    CLASS I
 BG4901
 BG4901.The horizontal coordinates were scaled from a map and have
 BG4901.an estimated accuracy of +/- 6 seconds.
 BG4901
 BG4901.** This station is in an area of known vertical motion.  Due to the
 BG4901.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4901.** determined the orthometric heights for marks in these suspect
 BG4901.** subsidence areas should be considered valid only at the epoch date
 BG4901.** associated with the orthometric height.  These heights must always
 BG4901.** be validated when used as control.  All previously superseded
 BG4901.** orthometric heights are now considered suspect and are available
 BG4901.** in the superseded section.  NGS does not recommend using suspect
 BG4901.** or superseded heights as control.
 BG4901
 BG4901.The orthometric height was determined by differential leveling and
 BG4901.adjusted by the NATIONAL GEODETIC SURVEY
 BG4901.in July 2012.
 BG4901
 BG4901.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4901.GEOID18 height accuracy estimate available here.
 BG4901
 BG4901.Click photographs - Photos may exist for this station.
 BG4901
 BG4901.The dynamic height is computed by dividing the NAVD 88
 BG4901.geopotential number by the normal gravity value computed on the
 BG4901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4901.degrees latitude (g = 980.6199 gals.).
 BG4901
 BG4901.The modeled gravity was interpolated from observed gravity values.
 BG4901
 BG4901;                    North         East    Units  Estimated Accuracy
 BG4901;SPC FL N     -   150,420.      345,200.      MT  (+/- 180 meters Scaled)
 BG4901
 BG4901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU855553(NAD 83)
 BG4901
 BG4901                          SUPERSEDED SURVEY CONTROL
 BG4901
 BG4901  NAVD 88 (09/06/96)    4.012  (m)           13.16   (f) SUPERSEDED  2 1
 BG4901
 BG4901.Superseded values are not recommended for survey control.
 BG4901
 BG4901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4901.See file dsdata.pdf to determine how the superseded data were derived.
 BG4901
 BG4901_MARKER: DB = BENCH MARK DISK
 BG4901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4901_STAMPING: 48 84 B14
 BG4901_MARK LOGO: FLDNR
 BG4901_PROJECTION: RECESSED 3 CENTIMETERS
 BG4901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4901+STABILITY: SURFACE MOTION
 BG4901
 BG4901  HISTORY     - Date     Condition        Report By
 BG4901  HISTORY     - 1984     MONUMENTED       FLDT
 BG4901  HISTORY     - 1986     GOOD             FLDNR
 BG4901  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4901
 BG4901                          STATION DESCRIPTION
 BG4901
 BG4901'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4901'0.6 MI WEST FROM PENSACOLA BEACH.
 BG4901'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4901'PENSACOLA BEACH, GO 0.6 MILE WEST ON FORT PICKENS ROAD TO THE MARK.
 BG4901'THE MARK BEARS 20.6 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 56 FEET
 BG4901'NORTH OF THE HALLWAY FOR THE FIVE FLAGS MOTEL, 35 FEET NORTHEAST OF A
 BG4901'TELEPHONE POLE AND 23.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BG4901'WATER TANK ENCLOSURE.
 BG4901
 BG4901                          STATION RECOVERY (2003)
 BG4901
 BG4901'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4901'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4901'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4901'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4902 ***********************************************************************
 BG4902  DESIGNATION -  48 84 B 15
 BG4902  PID         -  BG4902
 BG4902  STATE/COUNTY-  FL/ESCAMBIA
 BG4902  COUNTRY     -  US
 BG4902  USGS QUAD   -  GULF BREEZE (2018)
 BG4902
 BG4902                         *CURRENT SURVEY CONTROL
 BG4902  ______________________________________________________________________
 BG4902* NAD 83(1986) POSITION- 30 19 54.     (N) 087 08 38.     (W)   SCALED
 BG4902* NAVD 88 ORTHO HEIGHT -     3.521 (meters)       11.55  (feet) ADJUSTED
 BG4902* NAVD 88 EPOCH        -  2009.55
 BG4902  **This station is located in a suspected subsidence area (see below).
 BG4902  ______________________________________________________________________
 BG4902  GEOID HEIGHT    -        -27.330 (meters)                     GEOID18
 BG4902  DYNAMIC HEIGHT  -          3.516 (meters)       11.54  (feet) COMP
 BG4902  MODELED GRAVITY -    979,344.6   (mgal)                       NAVD 88
 BG4902
 BG4902  VERT ORDER      -  SECOND    CLASS I
 BG4902
 BG4902.The horizontal coordinates were scaled from a map and have
 BG4902.an estimated accuracy of +/- 6 seconds.
 BG4902
 BG4902.** This station is in an area of known vertical motion.  Due to the
 BG4902.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4902.** determined the orthometric heights for marks in these suspect
 BG4902.** subsidence areas should be considered valid only at the epoch date
 BG4902.** associated with the orthometric height.  These heights must always
 BG4902.** be validated when used as control.  All previously superseded
 BG4902.** orthometric heights are now considered suspect and are available
 BG4902.** in the superseded section.  NGS does not recommend using suspect
 BG4902.** or superseded heights as control.
 BG4902
 BG4902.The orthometric height was determined by differential leveling and
 BG4902.adjusted by the NATIONAL GEODETIC SURVEY
 BG4902.in July 2012.
 BG4902
 BG4902.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4902.GEOID18 height accuracy estimate available here.
 BG4902
 BG4902.Click photographs - Photos may exist for this station.
 BG4902
 BG4902.The dynamic height is computed by dividing the NAVD 88
 BG4902.geopotential number by the normal gravity value computed on the
 BG4902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4902.degrees latitude (g = 980.6199 gals.).
 BG4902
 BG4902.The modeled gravity was interpolated from observed gravity values.
 BG4902
 BG4902;                    North         East    Units  Estimated Accuracy
 BG4902;SPC FL N     -   150,560.      345,790.      MT  (+/- 180 meters Scaled)
 BG4902
 BG4902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU861555(NAD 83)
 BG4902
 BG4902                          SUPERSEDED SURVEY CONTROL
 BG4902
 BG4902  NAVD 88 (09/06/96)    3.523  (m)           11.56   (f) SUPERSEDED  2 1
 BG4902
 BG4902.Superseded values are not recommended for survey control.
 BG4902
 BG4902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4902.See file dsdata.pdf to determine how the superseded data were derived.
 BG4902
 BG4902_MARKER: DB = BENCH MARK DISK
 BG4902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4902_STAMPING: 48 84 B15
 BG4902_MARK LOGO: FLDNR
 BG4902_PROJECTION: RECESSED 10 CENTIMETERS
 BG4902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4902+STABILITY: SURFACE MOTION
 BG4902
 BG4902  HISTORY     - Date     Condition        Report By
 BG4902  HISTORY     - 1984     MONUMENTED       FLDT
 BG4902  HISTORY     - 1986     GOOD             FLDNR
 BG4902
 BG4902                          STATION DESCRIPTION
 BG4902
 BG4902'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4902'IN PENSACOLA BEACH.
 BG4902'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4902'PENSACOLA BEACH, GO 0.2 MILE WEST ON FORT PICKENS ROAD TO THE MARK.
 BG4902'THE MARK BEARS 39 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 52
 BG4902'FEET NORTHEAST OF A FIRE HYDRANT AND 5.5 FEET NORTHWEST OF A
 BG4902'POWERLINE ANCHOR POLE AND A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4903 ***********************************************************************
 BG4903  DESIGNATION -  48 84 B 17
 BG4903  PID         -  BG4903
 BG4903  STATE/COUNTY-  FL/ESCAMBIA
 BG4903  COUNTRY     -  US
 BG4903  USGS QUAD   -  GULF BREEZE (2018)
 BG4903
 BG4903                         *CURRENT SURVEY CONTROL
 BG4903  ______________________________________________________________________
 BG4903* NAD 83(1986) POSITION- 30 20 06.     (N) 087 07 55.     (W)   SCALED
 BG4903* NAVD 88 ORTHO HEIGHT -     1.510 (meters)        4.95  (feet) ADJUSTED
 BG4903* NAVD 88 EPOCH        -  2009.55
 BG4903  **This station is located in a suspected subsidence area (see below).
 BG4903  ______________________________________________________________________
 BG4903  GEOID HEIGHT    -        -27.326 (meters)                     GEOID18
 BG4903  DYNAMIC HEIGHT  -          1.508 (meters)        4.95  (feet) COMP
 BG4903  MODELED GRAVITY -    979,344.9   (mgal)                       NAVD 88
 BG4903
 BG4903  VERT ORDER      -  SECOND    CLASS I
 BG4903
 BG4903.The horizontal coordinates were scaled from a map and have
 BG4903.an estimated accuracy of +/- 6 seconds.
 BG4903
 BG4903.** This station is in an area of known vertical motion.  Due to the
 BG4903.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG4903.** determined the orthometric heights for marks in these suspect
 BG4903.** subsidence areas should be considered valid only at the epoch date
 BG4903.** associated with the orthometric height.  These heights must always
 BG4903.** be validated when used as control.  All previously superseded
 BG4903.** orthometric heights are now considered suspect and are available
 BG4903.** in the superseded section.  NGS does not recommend using suspect
 BG4903.** or superseded heights as control.
 BG4903
 BG4903.The orthometric height was determined by differential leveling and
 BG4903.adjusted by the NATIONAL GEODETIC SURVEY
 BG4903.in September 1996.
 BG4903
 BG4903.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4903.GEOID18 height accuracy estimate available here.
 BG4903
 BG4903.Click photographs - Photos may exist for this station.
 BG4903
 BG4903.The dynamic height is computed by dividing the NAVD 88
 BG4903.geopotential number by the normal gravity value computed on the
 BG4903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4903.degrees latitude (g = 980.6199 gals.).
 BG4903
 BG4903.The modeled gravity was interpolated from observed gravity values.
 BG4903
 BG4903;                    North         East    Units  Estimated Accuracy
 BG4903;SPC FL N     -   150,900.      346,950.      MT  (+/- 180 meters Scaled)
 BG4903
 BG4903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU873559(NAD 83)
 BG4903
 BG4903                          SUPERSEDED SURVEY CONTROL
 BG4903
 BG4903.No superseded survey control is available for this station.
 BG4903
 BG4903_MARKER: DB = BENCH MARK DISK
 BG4903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4903_STAMPING: 48 84 B17
 BG4903_MARK LOGO: FLDNR
 BG4903_PROJECTION: RECESSED 3 CENTIMETERS
 BG4903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4903+STABILITY: SURFACE MOTION
 BG4903
 BG4903  HISTORY     - Date     Condition        Report By
 BG4903  HISTORY     - 1984     MONUMENTED       FLDT
 BG4903  HISTORY     - 1986     GOOD             FLDNR
 BG4903
 BG4903                          STATION DESCRIPTION
 BG4903
 BG4903'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4903'0.5 MI EAST FROM PENSACOLA BEACH.
 BG4903'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4903'PENSACOLA BEACH, GO 0.5 MILE EAST ON STATE ROAD 399 TO THE MARK.  THE
 BG4903'MARK BEARS 18.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 12 FEET
 BG4903'SOUTHEAST OF A TELEPHONE POLE, 9.8 FEET SOUTH OF THE SOUTH EDGE OF A
 BG4903'PARKING LOT AND IS IN FRONT OF THE ENTRANCE TO THE CORAL ROSE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4904 ***********************************************************************
 BG4904  DESIGNATION -  48 84 B 18
 BG4904  PID         -  BG4904
 BG4904  STATE/COUNTY-  FL/ESCAMBIA
 BG4904  COUNTRY     -  US
 BG4904  USGS QUAD   -  ORIOLE BEACH (2018)
 BG4904
 BG4904                         *CURRENT SURVEY CONTROL
 BG4904  ______________________________________________________________________
 BG4904* NAD 83(1986) POSITION- 30 20 09.     (N) 087 07 27.     (W)   SCALED
 BG4904* NAVD 88 ORTHO HEIGHT -     1.245 (meters)        4.08  (feet) ADJUSTED
 BG4904  ______________________________________________________________________
 BG4904  GEOID HEIGHT    -        -27.324 (meters)                     GEOID18
 BG4904  DYNAMIC HEIGHT  -          1.244 (meters)        4.08  (feet) COMP
 BG4904  MODELED GRAVITY -    979,345.0   (mgal)                       NAVD 88
 BG4904
 BG4904  VERT ORDER      -  SECOND    CLASS I
 BG4904
 BG4904.The horizontal coordinates were scaled from a map and have
 BG4904.an estimated accuracy of +/- 6 seconds.
 BG4904
 BG4904.The orthometric height was determined by differential leveling and
 BG4904.adjusted by the NATIONAL GEODETIC SURVEY
 BG4904.in September 1996.
 BG4904
 BG4904.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4904.GEOID18 height accuracy estimate available here.
 BG4904
 BG4904.Click photographs - Photos may exist for this station.
 BG4904
 BG4904.The dynamic height is computed by dividing the NAVD 88
 BG4904.geopotential number by the normal gravity value computed on the
 BG4904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4904.degrees latitude (g = 980.6199 gals.).
 BG4904
 BG4904.The modeled gravity was interpolated from observed gravity values.
 BG4904
 BG4904;                    North         East    Units  Estimated Accuracy
 BG4904;SPC FL N     -   150,980.      347,700.      MT  (+/- 180 meters Scaled)
 BG4904
 BG4904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU880560(NAD 83)
 BG4904
 BG4904                          SUPERSEDED SURVEY CONTROL
 BG4904
 BG4904.No superseded survey control is available for this station.
 BG4904
 BG4904_MARKER: DB = BENCH MARK DISK
 BG4904_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4904_SP_SET: CONCRETE SIDEWALK
 BG4904_STAMPING: 48 84 B18
 BG4904_MARK LOGO: FLDNR
 BG4904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4904
 BG4904  HISTORY     - Date     Condition        Report By
 BG4904  HISTORY     - 1984     MONUMENTED       FLDT
 BG4904  HISTORY     - 1986     GOOD             FLDNR
 BG4904
 BG4904                          STATION DESCRIPTION
 BG4904
 BG4904'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4904'0.9 MI EAST FROM PENSACOLA BEACH.
 BG4904'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4904'PENSACOLA BEACH, GO 0.9 MILE EAST ON STATE ROAD 399 TO THE MARK.  THE
 BG4904'MARK BEARS 26.9 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 30.6 FEET
 BG4904'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF HOUSE 218, 13.5 FEET EAST
 BG4904'OF THE CENTERLINE OF A DRIVEWAY, 12.7 FEET EAST-NORTHEAST OF A
 BG4904'TELEPHONE POLE WITH A WITNESS SIGN ATTACHED AND 4.5 FEET SOUTH OF THE
 BG4904'NORTH EDGE OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4905 ***********************************************************************
 BG4905  DESIGNATION -  48 84 B 19
 BG4905  PID         -  BG4905
 BG4905  STATE/COUNTY-  FL/ESCAMBIA
 BG4905  COUNTRY     -  US
 BG4905  USGS QUAD   -  ORIOLE BEACH (2018)
 BG4905
 BG4905                         *CURRENT SURVEY CONTROL
 BG4905  ______________________________________________________________________
 BG4905* NAD 83(1986) POSITION- 30 20 16.     (N) 087 06 53.     (W)   SCALED
 BG4905* NAVD 88 ORTHO HEIGHT -     1.636 (meters)        5.37  (feet) ADJUSTED
 BG4905  ______________________________________________________________________
 BG4905  GEOID HEIGHT    -        -27.321 (meters)                     GEOID18
 BG4905  DYNAMIC HEIGHT  -          1.634 (meters)        5.36  (feet) COMP
 BG4905  MODELED GRAVITY -    979,345.1   (mgal)                       NAVD 88
 BG4905
 BG4905  VERT ORDER      -  SECOND    CLASS I
 BG4905
 BG4905.The horizontal coordinates were scaled from a map and have
 BG4905.an estimated accuracy of +/- 6 seconds.
 BG4905
 BG4905.The orthometric height was determined by differential leveling and
 BG4905.adjusted by the NATIONAL GEODETIC SURVEY
 BG4905.in September 1996.
 BG4905
 BG4905.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4905.GEOID18 height accuracy estimate available here.
 BG4905
 BG4905.Click photographs - Photos may exist for this station.
 BG4905
 BG4905.The dynamic height is computed by dividing the NAVD 88
 BG4905.geopotential number by the normal gravity value computed on the
 BG4905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4905.degrees latitude (g = 980.6199 gals.).
 BG4905
 BG4905.The modeled gravity was interpolated from observed gravity values.
 BG4905
 BG4905;                    North         East    Units  Estimated Accuracy
 BG4905;SPC FL N     -   151,170.      348,610.      MT  (+/- 180 meters Scaled)
 BG4905
 BG4905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU889562(NAD 83)
 BG4905
 BG4905                          SUPERSEDED SURVEY CONTROL
 BG4905
 BG4905.No superseded survey control is available for this station.
 BG4905
 BG4905_MARKER: DB = BENCH MARK DISK
 BG4905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4905_STAMPING: 48 84 B19
 BG4905_MARK LOGO: FLDNR
 BG4905_PROJECTION: FLUSH
 BG4905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4905+STABILITY: SURFACE MOTION
 BG4905
 BG4905  HISTORY     - Date     Condition        Report By
 BG4905  HISTORY     - 1984     MONUMENTED       FLDT
 BG4905  HISTORY     - 1986     GOOD             FLDNR
 BG4905  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4905
 BG4905                          STATION DESCRIPTION
 BG4905
 BG4905'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4905'1.45 MI EAST FROM PENSACOLA BEACH.
 BG4905'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4905'PENSACOLA BEACH, GO 1.45 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4905'THE MARK BEARS 19.8 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 55 FEET
 BG4905'EAST OF THE CENTERLINE OF A DRIVEWAY, 52 FEET NORTH OF THE NORTHEAST
 BG4905'CORNER OF HOUSE 804 AND 2.8 FEET NORTH OF A METAL WITNESS POST
 BG4905
 BG4905                          STATION RECOVERY (2003)
 BG4905
 BG4905'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4905'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4905'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4905'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4906 ***********************************************************************
 BG4906  DESIGNATION -  48 84 B 20
 BG4906  PID         -  BG4906
 BG4906  STATE/COUNTY-  FL/ESCAMBIA
 BG4906  COUNTRY     -  US
 BG4906  USGS QUAD   -  ORIOLE BEACH (2018)
 BG4906
 BG4906                         *CURRENT SURVEY CONTROL
 BG4906  ______________________________________________________________________
 BG4906* NAD 83(1986) POSITION- 30 20 24.     (N) 087 06 22.     (W)   SCALED
 BG4906* NAVD 88 ORTHO HEIGHT -     1.232 (meters)        4.04  (feet) ADJUSTED
 BG4906  ______________________________________________________________________
 BG4906  GEOID HEIGHT    -        -27.318 (meters)                     GEOID18
 BG4906  DYNAMIC HEIGHT  -          1.230 (meters)        4.04  (feet) COMP
 BG4906  MODELED GRAVITY -    979,345.3   (mgal)                       NAVD 88
 BG4906
 BG4906  VERT ORDER      -  SECOND    CLASS I
 BG4906
 BG4906.The horizontal coordinates were scaled from a map and have
 BG4906.an estimated accuracy of +/- 6 seconds.
 BG4906
 BG4906.The orthometric height was determined by differential leveling and
 BG4906.adjusted by the NATIONAL GEODETIC SURVEY
 BG4906.in September 1996.
 BG4906
 BG4906.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4906.GEOID18 height accuracy estimate available here.
 BG4906
 BG4906.Click photographs - Photos may exist for this station.
 BG4906
 BG4906.The dynamic height is computed by dividing the NAVD 88
 BG4906.geopotential number by the normal gravity value computed on the
 BG4906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4906.degrees latitude (g = 980.6199 gals.).
 BG4906
 BG4906.The modeled gravity was interpolated from observed gravity values.
 BG4906
 BG4906;                    North         East    Units  Estimated Accuracy
 BG4906;SPC FL N     -   151,400.      349,440.      MT  (+/- 180 meters Scaled)
 BG4906
 BG4906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU898564(NAD 83)
 BG4906
 BG4906                          SUPERSEDED SURVEY CONTROL
 BG4906
 BG4906.No superseded survey control is available for this station.
 BG4906
 BG4906_MARKER: DB = BENCH MARK DISK
 BG4906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4906_STAMPING: 48 84 B20
 BG4906_MARK LOGO: FLDNR
 BG4906_PROJECTION: RECESSED 5 CENTIMETERS
 BG4906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4906+STABILITY: SURFACE MOTION
 BG4906
 BG4906  HISTORY     - Date     Condition        Report By
 BG4906  HISTORY     - 1984     MONUMENTED       FLDT
 BG4906  HISTORY     - 1986     GOOD             FLDNR
 BG4906  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4906
 BG4906                          STATION DESCRIPTION
 BG4906
 BG4906'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4906'2.0 MI EAST FROM PENSACOLA BEACH.
 BG4906'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4906'PENSACOLA BEACH, GO 2.0 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4906'THE MARK BEARS 16.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 66 FEET
 BG4906'EAST OF THE CENTERLINE OF THE DRIVEWAY TO HOUSE 1107, 62 FEET WEST OF
 BG4906'THE CENTERLINE OF THE DRIVEWAY TO HOUSE 1109 AND 5 FEET SOUTH OF A
 BG4906'TELEPHONE POLE WITH A WITNESS SIGN ATTACHED.
 BG4906
 BG4906                          STATION RECOVERY (2003)
 BG4906
 BG4906'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4906'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4906'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4906'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4907 ***********************************************************************
 BG4907  DESIGNATION -  48 84 B 21
 BG4907  PID         -  BG4907
 BG4907  STATE/COUNTY-  FL/ESCAMBIA
 BG4907  COUNTRY     -  US
 BG4907  USGS QUAD   -  ORIOLE BEACH (2018)
 BG4907
 BG4907                         *CURRENT SURVEY CONTROL
 BG4907  ______________________________________________________________________
 BG4907* NAD 83(1986) POSITION- 30 20 31.     (N) 087 05 40.     (W)   SCALED
 BG4907* NAVD 88 ORTHO HEIGHT -     1.527 (meters)        5.01  (feet) ADJUSTED
 BG4907  ______________________________________________________________________
 BG4907  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 BG4907  DYNAMIC HEIGHT  -          1.525 (meters)        5.00  (feet) COMP
 BG4907  MODELED GRAVITY -    979,345.5   (mgal)                       NAVD 88
 BG4907
 BG4907  VERT ORDER      -  SECOND    CLASS I
 BG4907
 BG4907.The horizontal coordinates were scaled from a map and have
 BG4907.an estimated accuracy of +/- 6 seconds.
 BG4907
 BG4907.The orthometric height was determined by differential leveling and
 BG4907.adjusted by the NATIONAL GEODETIC SURVEY
 BG4907.in September 1996.
 BG4907
 BG4907.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4907.GEOID18 height accuracy estimate available here.
 BG4907
 BG4907.Click photographs - Photos may exist for this station.
 BG4907
 BG4907.The dynamic height is computed by dividing the NAVD 88
 BG4907.geopotential number by the normal gravity value computed on the
 BG4907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4907.degrees latitude (g = 980.6199 gals.).
 BG4907
 BG4907.The modeled gravity was interpolated from observed gravity values.
 BG4907
 BG4907;                    North         East    Units  Estimated Accuracy
 BG4907;SPC FL N     -   151,590.      350,570.      MT  (+/- 180 meters Scaled)
 BG4907
 BG4907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU909566(NAD 83)
 BG4907
 BG4907                          SUPERSEDED SURVEY CONTROL
 BG4907
 BG4907.No superseded survey control is available for this station.
 BG4907
 BG4907_MARKER: DB = BENCH MARK DISK
 BG4907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4907_STAMPING: 48 84 B21
 BG4907_MARK LOGO: FLDNR
 BG4907_PROJECTION: RECESSED 5 CENTIMETERS
 BG4907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4907+STABILITY: SURFACE MOTION
 BG4907
 BG4907  HISTORY     - Date     Condition        Report By
 BG4907  HISTORY     - 1984     MONUMENTED       FLDT
 BG4907  HISTORY     - 1986     GOOD             FLDNR
 BG4907  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4907
 BG4907                          STATION DESCRIPTION
 BG4907
 BG4907'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4907'2.75 MI EAST FROM PENSACOLA BEACH.
 BG4907'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4907'PENSACOLA BEACH, GO 2.75 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4907'THE MARK BEARS 23 FEET NORTH OF THE CENTERLINE OF THE ROAD, 62 FEET
 BG4907'NORTHEAST OF THE EXTENDED CENTERLINE OF A DRIVEWAY SOUTH, 60 FEET
 BG4907'SOUTHEAST OF A TELEPHONE POLE AND 55.5 FEET SOUTH OF A WOOD FENCE.
 BG4907
 BG4907                          STATION RECOVERY (2003)
 BG4907
 BG4907'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4907'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4907'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4907'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4908 ***********************************************************************
 BG4908  DESIGNATION -  48 84 B 22
 BG4908  PID         -  BG4908
 BG4908  STATE/COUNTY-  FL/ESCAMBIA
 BG4908  COUNTRY     -  US
 BG4908  USGS QUAD   -  ORIOLE BEACH (2018)
 BG4908
 BG4908                         *CURRENT SURVEY CONTROL
 BG4908  ______________________________________________________________________
 BG4908* NAD 83(1986) POSITION- 30 20 33.     (N) 087 05 03.     (W)   SCALED
 BG4908* NAVD 88 ORTHO HEIGHT -     2.906 (meters)        9.53  (feet) ADJUSTED
 BG4908  ______________________________________________________________________
 BG4908  GEOID HEIGHT    -        -27.311 (meters)                     GEOID18
 BG4908  DYNAMIC HEIGHT  -          2.902 (meters)        9.52  (feet) COMP
 BG4908  MODELED GRAVITY -    979,345.5   (mgal)                       NAVD 88
 BG4908
 BG4908  VERT ORDER      -  SECOND    CLASS I
 BG4908
 BG4908.The horizontal coordinates were scaled from a map and have
 BG4908.an estimated accuracy of +/- 6 seconds.
 BG4908
 BG4908.The orthometric height was determined by differential leveling and
 BG4908.adjusted by the NATIONAL GEODETIC SURVEY
 BG4908.in September 1996.
 BG4908
 BG4908.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4908.GEOID18 height accuracy estimate available here.
 BG4908
 BG4908.Click photographs - Photos may exist for this station.
 BG4908
 BG4908.The dynamic height is computed by dividing the NAVD 88
 BG4908.geopotential number by the normal gravity value computed on the
 BG4908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4908.degrees latitude (g = 980.6199 gals.).
 BG4908
 BG4908.The modeled gravity was interpolated from observed gravity values.
 BG4908
 BG4908;                    North         East    Units  Estimated Accuracy
 BG4908;SPC FL N     -   151,630.      351,560.      MT  (+/- 180 meters Scaled)
 BG4908
 BG4908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU919567(NAD 83)
 BG4908
 BG4908                          SUPERSEDED SURVEY CONTROL
 BG4908
 BG4908.No superseded survey control is available for this station.
 BG4908
 BG4908_MARKER: DB = BENCH MARK DISK
 BG4908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4908_STAMPING: 48 84 B22
 BG4908_MARK LOGO: FLDNR
 BG4908_PROJECTION: FLUSH
 BG4908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4908+STABILITY: SURFACE MOTION
 BG4908
 BG4908  HISTORY     - Date     Condition        Report By
 BG4908  HISTORY     - 1984     MONUMENTED       FLDT
 BG4908  HISTORY     - 1986     GOOD             FLDNR
 BG4908  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4908
 BG4908                          STATION DESCRIPTION
 BG4908
 BG4908'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4908'3.5 MI EAST FROM PENSACOLA BEACH.
 BG4908'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4908'PENSACOLA BEACH, GO 3.5 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4908'THE MARK BEARS 38.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 52.5
 BG4908'FEET WEST OF A TELEPHONE POLE, 67 FEET EAST OF A METAL SIGN POST
 BG4908'(LEAVE ONLY FOOTPRINTS), 3 FEET NORTH OF A METAL WITNESS POST AND 0.2
 BG4908'MILE EAST OF THE JUNCTION OF CALLE HERMOSA ROAD.
 BG4908
 BG4908                          STATION RECOVERY (2003)
 BG4908
 BG4908'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4908'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4908'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4908'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4909 ***********************************************************************
 BG4909  DESIGNATION -  48 84 B 23
 BG4909  PID         -  BG4909
 BG4909  STATE/COUNTY-  FL/ESCAMBIA
 BG4909  COUNTRY     -  US
 BG4909  USGS QUAD   -  ORIOLE BEACH (2018)
 BG4909
 BG4909                         *CURRENT SURVEY CONTROL
 BG4909  ______________________________________________________________________
 BG4909* NAD 83(1986) POSITION- 30 20 42.     (N) 087 04 25.     (W)   SCALED
 BG4909* NAVD 88 ORTHO HEIGHT -     2.313 (meters)        7.59  (feet) ADJUSTED
 BG4909  ______________________________________________________________________
 BG4909  GEOID HEIGHT    -        -27.309 (meters)                     GEOID18
 BG4909  DYNAMIC HEIGHT  -          2.310 (meters)        7.58  (feet) COMP
 BG4909  MODELED GRAVITY -    979,345.8   (mgal)                       NAVD 88
 BG4909
 BG4909  VERT ORDER      -  SECOND    CLASS I
 BG4909
 BG4909.The horizontal coordinates were scaled from a map and have
 BG4909.an estimated accuracy of +/- 6 seconds.
 BG4909
 BG4909.The orthometric height was determined by differential leveling and
 BG4909.adjusted by the NATIONAL GEODETIC SURVEY
 BG4909.in September 1996.
 BG4909
 BG4909.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4909.GEOID18 height accuracy estimate available here.
 BG4909
 BG4909.Click photographs - Photos may exist for this station.
 BG4909
 BG4909.The dynamic height is computed by dividing the NAVD 88
 BG4909.geopotential number by the normal gravity value computed on the
 BG4909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4909.degrees latitude (g = 980.6199 gals.).
 BG4909
 BG4909.The modeled gravity was interpolated from observed gravity values.
 BG4909
 BG4909;                    North         East    Units  Estimated Accuracy
 BG4909;SPC FL N     -   151,880.      352,580.      MT  (+/- 180 meters Scaled)
 BG4909
 BG4909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU929570(NAD 83)
 BG4909
 BG4909                          SUPERSEDED SURVEY CONTROL
 BG4909
 BG4909.No superseded survey control is available for this station.
 BG4909
 BG4909_MARKER: DB = BENCH MARK DISK
 BG4909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4909_STAMPING: 48 84 B23
 BG4909_MARK LOGO: FLDNR
 BG4909_PROJECTION: RECESSED 10 CENTIMETERS
 BG4909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4909+STABILITY: SURFACE MOTION
 BG4909
 BG4909  HISTORY     - Date     Condition        Report By
 BG4909  HISTORY     - 1984     MONUMENTED       FLDT
 BG4909  HISTORY     - 1986     GOOD             FLDNR
 BG4909  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4909
 BG4909                          STATION DESCRIPTION
 BG4909
 BG4909'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4909'4.15 MI EAST FROM PENSACOLA BEACH.
 BG4909'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4909'PENSACOLA BEACH, GO 4.15 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4909'THE MARK BEARS 17.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 30 FEET
 BG4909'SOUTH OF A TELEPHONE POLE AND 6.5 FEET SOUTH OF A METAL WITNESS POST.
 BG4909
 BG4909                          STATION RECOVERY (2003)
 BG4909
 BG4909'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4909'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4909'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4909'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4910 ***********************************************************************
 BG4910  DESIGNATION -  48 84 B 24
 BG4910  PID         -  BG4910
 BG4910  STATE/COUNTY-  FL/ESCAMBIA
 BG4910  COUNTRY     -  US
 BG4910  USGS QUAD   -  ORIOLE BEACH (2018)
 BG4910
 BG4910                         *CURRENT SURVEY CONTROL
 BG4910  ______________________________________________________________________
 BG4910* NAD 83(1986) POSITION- 30 20 48.     (N) 087 03 38.     (W)   SCALED
 BG4910* NAVD 88 ORTHO HEIGHT -     3.875 (meters)       12.71  (feet) ADJUSTED
 BG4910  ______________________________________________________________________
 BG4910  GEOID HEIGHT    -        -27.305 (meters)                     GEOID18
 BG4910  DYNAMIC HEIGHT  -          3.870 (meters)       12.70  (feet) COMP
 BG4910  MODELED GRAVITY -    979,345.9   (mgal)                       NAVD 88
 BG4910
 BG4910  VERT ORDER      -  SECOND    CLASS I
 BG4910
 BG4910.The horizontal coordinates were scaled from a map and have
 BG4910.an estimated accuracy of +/- 6 seconds.
 BG4910
 BG4910.The orthometric height was determined by differential leveling and
 BG4910.adjusted by the NATIONAL GEODETIC SURVEY
 BG4910.in September 1996.
 BG4910
 BG4910.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4910.GEOID18 height accuracy estimate available here.
 BG4910
 BG4910.Click photographs - Photos may exist for this station.
 BG4910
 BG4910.The dynamic height is computed by dividing the NAVD 88
 BG4910.geopotential number by the normal gravity value computed on the
 BG4910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4910.degrees latitude (g = 980.6199 gals.).
 BG4910
 BG4910.The modeled gravity was interpolated from observed gravity values.
 BG4910
 BG4910;                    North         East    Units  Estimated Accuracy
 BG4910;SPC FL N     -   152,040.      353,840.      MT  (+/- 180 meters Scaled)
 BG4910
 BG4910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU941572(NAD 83)
 BG4910
 BG4910                          SUPERSEDED SURVEY CONTROL
 BG4910
 BG4910.No superseded survey control is available for this station.
 BG4910
 BG4910_MARKER: DB = BENCH MARK DISK
 BG4910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4910_STAMPING: 48 84 B24
 BG4910_MARK LOGO: FLDNR
 BG4910_PROJECTION: RECESSED 5 CENTIMETERS
 BG4910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4910+STABILITY: SURFACE MOTION
 BG4910
 BG4910  HISTORY     - Date     Condition        Report By
 BG4910  HISTORY     - 1984     MONUMENTED       FLDT
 BG4910  HISTORY     - 1986     GOOD             FLDNR
 BG4910  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4910
 BG4910                          STATION DESCRIPTION
 BG4910
 BG4910'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4910'4.7 MI EAST FROM PENSACOLA BEACH.
 BG4910'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4910'PENSACOLA BEACH, GO 4.7 MILES EAST ON STATE ROAD 3999 TO THE MARK.
 BG4910'THE MARK BEARS 18.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 5.5
 BG4910'FEET SOUTH OF A METAL WITNESS POST AND 0.1 MILE WEST OF A PARKING
 BG4910'AREA.
 BG4910
 BG4910                          STATION RECOVERY (2003)
 BG4910
 BG4910'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4910'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4910'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4910'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4911 ***********************************************************************
 BG4911  DESIGNATION -  48 84 B 25
 BG4911  PID         -  BG4911
 BG4911  STATE/COUNTY-  FL/ESCAMBIA
 BG4911  COUNTRY     -  US
 BG4911  USGS QUAD   -  ORIOLE BEACH (2018)
 BG4911
 BG4911                         *CURRENT SURVEY CONTROL
 BG4911  ______________________________________________________________________
 BG4911* NAD 83(1986) POSITION- 30 20 54.     (N) 087 02 52.     (W)   SCALED
 BG4911* NAVD 88 ORTHO HEIGHT -     3.744 (meters)       12.28  (feet) ADJUSTED
 BG4911  ______________________________________________________________________
 BG4911  GEOID HEIGHT    -        -27.301 (meters)                     GEOID18
 BG4911  DYNAMIC HEIGHT  -          3.739 (meters)       12.27  (feet) COMP
 BG4911  MODELED GRAVITY -    979,346.0   (mgal)                       NAVD 88
 BG4911
 BG4911  VERT ORDER      -  SECOND    CLASS I
 BG4911
 BG4911.The horizontal coordinates were scaled from a map and have
 BG4911.an estimated accuracy of +/- 6 seconds.
 BG4911
 BG4911.The orthometric height was determined by differential leveling and
 BG4911.adjusted by the NATIONAL GEODETIC SURVEY
 BG4911.in September 1996.
 BG4911
 BG4911.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4911.GEOID18 height accuracy estimate available here.
 BG4911
 BG4911.Click photographs - Photos may exist for this station.
 BG4911
 BG4911.The dynamic height is computed by dividing the NAVD 88
 BG4911.geopotential number by the normal gravity value computed on the
 BG4911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4911.degrees latitude (g = 980.6199 gals.).
 BG4911
 BG4911.The modeled gravity was interpolated from observed gravity values.
 BG4911
 BG4911;                    North         East    Units  Estimated Accuracy
 BG4911;SPC FL N     -   152,200.      355,070.      MT  (+/- 180 meters Scaled)
 BG4911
 BG4911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU954573(NAD 83)
 BG4911
 BG4911                          SUPERSEDED SURVEY CONTROL
 BG4911
 BG4911.No superseded survey control is available for this station.
 BG4911
 BG4911_MARKER: DB = BENCH MARK DISK
 BG4911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4911_STAMPING: 48 84 B25
 BG4911_MARK LOGO: FLDNR
 BG4911_PROJECTION: RECESSED 15 CENTIMETERS
 BG4911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4911+STABILITY: SURFACE MOTION
 BG4911
 BG4911  HISTORY     - Date     Condition        Report By
 BG4911  HISTORY     - 1984     MONUMENTED       FLDT
 BG4911  HISTORY     - 1986     GOOD             FLDNR
 BG4911  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4911
 BG4911                          STATION DESCRIPTION
 BG4911
 BG4911'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4911'5.45 MI EAST FROM PENSACOLA BEACH.
 BG4911'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4911'PENSACOLA BEACH, GO 5.45 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4911'THE MARK BEARS 15.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 208
 BG4911'FEET WEST-SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST AND 8.5 FEET
 BG4911'SOUTH OF A METAL WITNESS POST.
 BG4911
 BG4911                          STATION RECOVERY (2003)
 BG4911
 BG4911'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4911'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4911'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4911'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4912 ***********************************************************************
 BG4912  DESIGNATION -  48 84 B 26
 BG4912  PID         -  BG4912
 BG4912  STATE/COUNTY-  FL/ESCAMBIA
 BG4912  COUNTRY     -  US
 BG4912  USGS QUAD   -  ORIOLE BEACH (2018)
 BG4912
 BG4912                         *CURRENT SURVEY CONTROL
 BG4912  ______________________________________________________________________
 BG4912* NAD 83(1986) POSITION- 30 21 01.     (N) 087 02 20.     (W)   SCALED
 BG4912* NAVD 88 ORTHO HEIGHT -     2.075 (meters)        6.81  (feet) ADJUSTED
 BG4912  ______________________________________________________________________
 BG4912  GEOID HEIGHT    -        -27.300 (meters)                     GEOID18
 BG4912  DYNAMIC HEIGHT  -          2.073 (meters)        6.80  (feet) COMP
 BG4912  MODELED GRAVITY -    979,346.2   (mgal)                       NAVD 88
 BG4912
 BG4912  VERT ORDER      -  SECOND    CLASS I
 BG4912
 BG4912.The horizontal coordinates were scaled from a map and have
 BG4912.an estimated accuracy of +/- 6 seconds.
 BG4912
 BG4912.The orthometric height was determined by differential leveling and
 BG4912.adjusted by the NATIONAL GEODETIC SURVEY
 BG4912.in September 1996.
 BG4912
 BG4912.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4912.GEOID18 height accuracy estimate available here.
 BG4912
 BG4912.Click photographs - Photos may exist for this station.
 BG4912
 BG4912.The dynamic height is computed by dividing the NAVD 88
 BG4912.geopotential number by the normal gravity value computed on the
 BG4912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4912.degrees latitude (g = 980.6199 gals.).
 BG4912
 BG4912.The modeled gravity was interpolated from observed gravity values.
 BG4912
 BG4912;                    North         East    Units  Estimated Accuracy
 BG4912;SPC FL N     -   152,390.      355,930.      MT  (+/- 180 meters Scaled)
 BG4912
 BG4912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU962576(NAD 83)
 BG4912
 BG4912                          SUPERSEDED SURVEY CONTROL
 BG4912
 BG4912.No superseded survey control is available for this station.
 BG4912
 BG4912_MARKER: DB = BENCH MARK DISK
 BG4912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4912_STAMPING: 48 84 B26
 BG4912_MARK LOGO: FLDNR
 BG4912_PROJECTION: RECESSED 10 CENTIMETERS
 BG4912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4912+STABILITY: SURFACE MOTION
 BG4912
 BG4912  HISTORY     - Date     Condition        Report By
 BG4912  HISTORY     - 1984     MONUMENTED       FLDT
 BG4912  HISTORY     - 1986     GOOD             FLDNR
 BG4912  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4912
 BG4912                          STATION DESCRIPTION
 BG4912
 BG4912'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4912'6.05 MI EAST FROM PENSACOLA BEACH.
 BG4912'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4912'PENSACOLA BEACH, GO 6.05 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4912'THE MARK BEARS 18 FEET NORTH OF THE CENTERLINE OF THE ROAD, 63 FEET
 BG4912'NORTH-NORTHEAST OF A 3X3 INCH CONCRETE POST, 227 FEET SOUTHWEST OF A
 BG4912'SIGN (NO VEHICLES) AND 7.3 FEET SOUTHEAST OF A METAL WITNESS POST.
 BG4912
 BG4912                          STATION RECOVERY (2003)
 BG4912
 BG4912'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4912'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4912'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4912'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4914 ***********************************************************************
 BG4914  DESIGNATION -  48 84 B 28
 BG4914  PID         -  BG4914
 BG4914  STATE/COUNTY-  FL/ESCAMBIA
 BG4914  COUNTRY     -  US
 BG4914  USGS QUAD   -  ORIOLE BEACH (2018)
 BG4914
 BG4914                         *CURRENT SURVEY CONTROL
 BG4914  ______________________________________________________________________
 BG4914* NAD 83(2011) POSITION- 30 21 13.01073(N) 087 01 22.19299(W)   ADJUSTED
 BG4914* NAD 83(2011) ELLIP HT-   -24.882 (meters)        (06/27/12)   ADJUSTED
 BG4914* NAD 83(2011) EPOCH   -  2010.00
 BG4914* NAVD 88 ORTHO HEIGHT -     2.410 (meters)        7.91  (feet) ADJUSTED
 BG4914  ______________________________________________________________________
 BG4914  GEOID HEIGHT    -        -27.297 (meters)                     GEOID18
 BG4914  NAD 83(2011) X  -    286,102.142 (meters)                     COMP
 BG4914  NAD 83(2011) Y  - -5,501,095.705 (meters)                     COMP
 BG4914  NAD 83(2011) Z  -  3,204,248.695 (meters)                     COMP
 BG4914  LAPLACE CORR    -          0.35  (seconds)                    DEFLEC18
 BG4914  DYNAMIC HEIGHT  -          2.407 (meters)        7.90  (feet) COMP
 BG4914  MODELED GRAVITY -    979,346.6   (mgal)                       NAVD 88
 BG4914
 BG4914  VERT ORDER      -  SECOND    CLASS I
 BG4914
 BG4914  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BG4914  Standards:
 BG4914         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BG4914            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BG4914  -------------------------------------------------------------------
 BG4914  NETWORK    0.97   1.90           0.38   0.41   0.97     -0.00504116
 BG4914  -------------------------------------------------------------------
 BG4914  Click here for local accuracies and other accuracy information.
 BG4914
 BG4914.The horizontal coordinates were established by GPS observations
 BG4914.and adjusted by the National Geodetic Survey in June 2012.
 BG4914
 BG4914.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BG4914.been affixed to the stable North American tectonic plate. See 
 BG4914.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BG4914
 BG4914.The horizontal coordinates are valid at the epoch date displayed above
 BG4914.which is a decimal equivalence of Year/Month/Day.
 BG4914
 BG4914.The orthometric height was determined by differential leveling and
 BG4914.adjusted by the NATIONAL GEODETIC SURVEY
 BG4914.in September 1996.
 BG4914
 BG4914.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4914.GEOID18 height accuracy estimate available here.
 BG4914
 BG4914.Click photographs - Photos may exist for this station.
 BG4914
 BG4914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4914
 BG4914.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG4914
 BG4914.The ellipsoidal height was determined by GPS observations
 BG4914.and is referenced to NAD 83.
 BG4914
 BG4914.The dynamic height is computed by dividing the NAVD 88
 BG4914.geopotential number by the normal gravity value computed on the
 BG4914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4914.degrees latitude (g = 980.6199 gals.).
 BG4914
 BG4914.The modeled gravity was interpolated from observed gravity values.
 BG4914
 BG4914. The following values were computed from the NAD 83(2011) position.
 BG4914
 BG4914;                    North         East     Units Scale Factor Converg.
 BG4914;SPC FL N     -   152,728.532   357,480.035   MT  0.99995370   -1 16 04.0
 BG4914;SPC FL N     -   501,076.86  1,172,832.41   sFT  0.99995370   -1 16 04.0
 BG4914;UTM  16      - 3,357,969.935   497,805.814   MT  0.99960006   -0 00 41.5
 BG4914
 BG4914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4914!SPC FL N     -   1.00000391  x   0.99995370  =   0.99995761
 BG4914!UTM  16      -   1.00000391  x   0.99960006  =   0.99960397
 BG4914
 BG4914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU9780557969(NAD 83)
 BG4914
 BG4914                          SUPERSEDED SURVEY CONTROL
 BG4914
 BG4914  NAD 83(2007)-  30 21 13.01097(N)    087 01 22.19325(W) AD(2002.00) 0
 BG4914  ELLIP H (02/10/07)  -24.861  (m)                       GP(2002.00)    
 BG4914  NAD 83(1999)-  30 21 13.01071(N)    087 01 22.19393(W) AD(       ) 1
 BG4914  ELLIP H (06/19/01)  -24.858  (m)                       GP(       ) 4 1
 BG4914  NAD 83(1990)-  30 21 13.01035(N)    087 01 22.19206(W) AD(       ) 1
 BG4914  ELLIP H (09/29/95)  -24.660  (m)                       GP(       ) 4 1
 BG4914  NAVD 88 (09/29/95)    2.4    (m)  GEOID93  model used  GPS OBS        
 BG4914
 BG4914.Superseded values are not recommended for survey control.
 BG4914
 BG4914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4914.See file dsdata.pdf to determine how the superseded data were derived.
 BG4914
 BG4914_MARKER: DB = BENCH MARK DISK
 BG4914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4914_STAMPING: 48 84 B28
 BG4914_MARK LOGO: FLDNR
 BG4914_PROJECTION: RECESSED 8 CENTIMETERS
 BG4914_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4914+STABILITY: SURFACE MOTION
 BG4914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4914+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1995
 BG4914
 BG4914  HISTORY     - Date     Condition        Report By
 BG4914  HISTORY     - 1984     MONUMENTED       FLDT
 BG4914  HISTORY     - 1986     GOOD             FLDNR
 BG4914  HISTORY     - 19950101 GOOD             BDE
 BG4914  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4914
 BG4914                          STATION DESCRIPTION
 BG4914
 BG4914'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4914'7.2 MI EAST FROM PENSACOLA BEACH.
 BG4914'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4914'PENSACOLA BEACH, GO 7.2 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4914'THE MARK BEARS 18 FEET NORTH OF THE CENTERLINE OF THE ROAD, 45.4 FEET
 BG4914'SOUTH OF THE TOP OF A SAND DUNE AND 6.3 FEET SOUTH OF A METAL WITNESS
 BG4914'POST.
 BG4914
 BG4914                          STATION RECOVERY (1995)
 BG4914
 BG4914'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (RGB)
 BG4914'THE STATION IS LOCATED 8.0 MI (12.9 KM) EAST OF GULF BREEZE, 10.0 MI
 BG4914'(16.1 KM) WEST OF NAVARRE AND IN THE NORTH RIGHT-OF-WAY OF STATE ROAD
 BG4914'399.
 BG4914'
 BG4914'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 399
 BG4914'(PENSACOLA BEACH BRIDGE) AND FORT PICKENS ROAD, GO EAST ON STATE ROAD
 BG4914'399, 6.47 MI (10.41 KM) TO A WOOD SIGN ON THE SOUTH SIDE OF STATE ROAD
 BG4914'399 FOR GULF ISLANDS NATIONAL SEASHORE, NEAR THERE WEST BOUNDARY,
 BG4914'CONTINUE EAST ON STATE ROAD 399 (PENSACOLA BEACH BRIDGE) FOR 0.65 MI
 BG4914'(1.05 KM) TO THE STATION ON THE LEFT.
 BG4914'
 BG4914'THE STATION IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES SURVEY DISK
 BG4914'STAMPED ---48 84 B28--- SET IN A 12-INCH ROUND CONCRETE MONUMENT THAT
 BG4914'IS 6-INCHES BELOW GROUND LEVEL.  IT IS 18 FT (5.5 M) NORTH OF THE
 BG4914'CENTER OF STATE ROAD 399 (PENSACOLA BEACH BRIDGE) AND 6.2 FT (1.9 M)
 BG4914'SOUTH 10 DEGREES EAST OF A CARSONITE WITNESS POST.
 BG4914'
 BG4914'REFERENCES--
 BG4914'
 BG4914'IRON ROD AND ---REF.  PT.  LB.  0340--- CAP SET ON A MAGNETIC AZIMUTH
 BG4914'OF 270 DEGREES AT 95.73 FT.
 BG4914'
 BG4914'(29.18 M) 4-INCH SQUARE CONCRETE MONUMENT, FLORIDA DEPARTMENT OF
 BG4914'TRANSPORTATION ---48 84 B28 REF MK 1--- DISK FOUND ON A MAGNETIC
 BG4914'AZIMUTH OF 40 DEGREES AT 35.20 FT.
 BG4914'
 BG4914'(10.73 M) 4-INCH SQUARE CONCRETE MONUMENT, FLORIDA DEPARTMENT OF
 BG4914'NATURAL RESOURCES ---R 159 ESCM 1973--- DISK FOUND ON A MAGNETIC
 BG4914'AZIMUTH OF 170 DEGREES AT 124.87 FT.
 BG4914
 BG4914                          STATION RECOVERY (2003)
 BG4914
 BG4914'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4914'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4914'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4914'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4915 ***********************************************************************
 BG4915  DESIGNATION -  48 84 B 29
 BG4915  PID         -  BG4915
 BG4915  STATE/COUNTY-  FL/ESCAMBIA
 BG4915  COUNTRY     -  US
 BG4915  USGS QUAD   -  ORIOLE BEACH (2018)
 BG4915
 BG4915                         *CURRENT SURVEY CONTROL
 BG4915  ______________________________________________________________________
 BG4915* NAD 83(1986) POSITION- 30 21 23.     (N) 087 00 45.     (W)   SCALED
 BG4915* NAVD 88 ORTHO HEIGHT -     2.104 (meters)        6.90  (feet) ADJUSTED
 BG4915  ______________________________________________________________________
 BG4915  GEOID HEIGHT    -        -27.296 (meters)                     GEOID18
 BG4915  DYNAMIC HEIGHT  -          2.102 (meters)        6.90  (feet) COMP
 BG4915  MODELED GRAVITY -    979,346.7   (mgal)                       NAVD 88
 BG4915
 BG4915  VERT ORDER      -  SECOND    CLASS I
 BG4915
 BG4915.The horizontal coordinates were scaled from a map and have
 BG4915.an estimated accuracy of +/- 6 seconds.
 BG4915
 BG4915.The orthometric height was determined by differential leveling and
 BG4915.adjusted by the NATIONAL GEODETIC SURVEY
 BG4915.in September 1996.
 BG4915
 BG4915.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4915.GEOID18 height accuracy estimate available here.
 BG4915
 BG4915.Click photographs - Photos may exist for this station.
 BG4915
 BG4915.The dynamic height is computed by dividing the NAVD 88
 BG4915.geopotential number by the normal gravity value computed on the
 BG4915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4915.degrees latitude (g = 980.6199 gals.).
 BG4915
 BG4915.The modeled gravity was interpolated from observed gravity values.
 BG4915
 BG4915;                    North         East    Units  Estimated Accuracy
 BG4915;SPC FL N     -   153,010.      358,480.      MT  (+/- 180 meters Scaled)
 BG4915
 BG4915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU987582(NAD 83)
 BG4915
 BG4915                          SUPERSEDED SURVEY CONTROL
 BG4915
 BG4915.No superseded survey control is available for this station.
 BG4915
 BG4915_MARKER: DB = BENCH MARK DISK
 BG4915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4915_STAMPING: 48 84 B29
 BG4915_MARK LOGO: FLDNR
 BG4915_PROJECTION: RECESSED 18 CENTIMETERS
 BG4915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4915+STABILITY: SURFACE MOTION
 BG4915
 BG4915  HISTORY     - Date     Condition        Report By
 BG4915  HISTORY     - 1984     MONUMENTED       FLDT
 BG4915  HISTORY     - 1986     GOOD             FLDNR
 BG4915  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4915
 BG4915                          STATION DESCRIPTION
 BG4915
 BG4915'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4915'7.8 MI EAST FROM PENSACOLA BEACH.
 BG4915'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4915'PENSACOLA BEACH, GO 7.8 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4915'THE MARK BEARS 18 FEET NORTH OF THE CENTERLINE OF THE ROAD, 138 FEET
 BG4915'SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST AND 5.1 FEET SOUTH OF A
 BG4915'METAL WITNESS POST.
 BG4915
 BG4915                          STATION RECOVERY (2003)
 BG4915
 BG4915'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4915'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4915'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4915'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4916 ***********************************************************************
 BG4916  DESIGNATION -  48 84 B 30
 BG4916  PID         -  BG4916
 BG4916  STATE/COUNTY-  FL/ESCAMBIA
 BG4916  COUNTRY     -  US
 BG4916  USGS QUAD   -  ORIOLE BEACH (2018)
 BG4916
 BG4916                         *CURRENT SURVEY CONTROL
 BG4916  ______________________________________________________________________
 BG4916* NAD 83(1986) POSITION- 30 21 26.     (N) 087 00 20.     (W)   SCALED
 BG4916* NAVD 88 ORTHO HEIGHT -     2.634 (meters)        8.64  (feet) ADJUSTED
 BG4916  ______________________________________________________________________
 BG4916  GEOID HEIGHT    -        -27.294 (meters)                     GEOID18
 BG4916  DYNAMIC HEIGHT  -          2.630 (meters)        8.63  (feet) COMP
 BG4916  MODELED GRAVITY -    979,346.8   (mgal)                       NAVD 88
 BG4916
 BG4916  VERT ORDER      -  SECOND    CLASS I
 BG4916
 BG4916.The horizontal coordinates were scaled from a map and have
 BG4916.an estimated accuracy of +/- 6 seconds.
 BG4916
 BG4916.The orthometric height was determined by differential leveling and
 BG4916.adjusted by the NATIONAL GEODETIC SURVEY
 BG4916.in September 1996.
 BG4916
 BG4916.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4916.GEOID18 height accuracy estimate available here.
 BG4916
 BG4916.Click photographs - Photos may exist for this station.
 BG4916
 BG4916.The dynamic height is computed by dividing the NAVD 88
 BG4916.geopotential number by the normal gravity value computed on the
 BG4916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4916.degrees latitude (g = 980.6199 gals.).
 BG4916
 BG4916.The modeled gravity was interpolated from observed gravity values.
 BG4916
 BG4916;                    North         East    Units  Estimated Accuracy
 BG4916;SPC FL N     -   153,090.      359,150.      MT  (+/- 180 meters Scaled)
 BG4916
 BG4916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU994583(NAD 83)
 BG4916
 BG4916                          SUPERSEDED SURVEY CONTROL
 BG4916
 BG4916.No superseded survey control is available for this station.
 BG4916
 BG4916_MARKER: DB = BENCH MARK DISK
 BG4916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4916_STAMPING: 48 84 B30
 BG4916_MARK LOGO: FLDNR
 BG4916_PROJECTION: RECESSED 15 CENTIMETERS
 BG4916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4916+STABILITY: SURFACE MOTION
 BG4916
 BG4916  HISTORY     - Date     Condition        Report By
 BG4916  HISTORY     - 1984     MONUMENTED       FLDT
 BG4916  HISTORY     - 1986     GOOD             FLDNR
 BG4916  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4916
 BG4916                          STATION DESCRIPTION
 BG4916
 BG4916'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4916'8.3 MI EAST FROM PENSACOLA BEACH.
 BG4916'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4916'PENSACOLA BEACH, GO 8.3 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4916'THE MARK BEARS 18 FEET NORTH OF THE CENTERLINE OF THE ROAD, 127 FEET
 BG4916'NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST AND 5.6 FEET SOUTH OF A
 BG4916'METAL WITNESS POST.
 BG4916
 BG4916                          STATION RECOVERY (2003)
 BG4916
 BG4916'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4916'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4916'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4916'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4917 ***********************************************************************
 BG4917  DESIGNATION -  48 84 B 31
 BG4917  PID         -  BG4917
 BG4917  STATE/COUNTY-  FL/ESCAMBIA
 BG4917  COUNTRY     -  US
 BG4917  USGS QUAD   -  SOUTH OF HOLLEY (2018)
 BG4917
 BG4917                         *CURRENT SURVEY CONTROL
 BG4917  ______________________________________________________________________
 BG4917* NAD 83(1986) POSITION- 30 21 30.     (N) 086 59 49.     (W)   SCALED
 BG4917* NAVD 88 ORTHO HEIGHT -     2.638 (meters)        8.65  (feet) ADJUSTED
 BG4917  ______________________________________________________________________
 BG4917  GEOID HEIGHT    -        -27.293 (meters)                     GEOID18
 BG4917  DYNAMIC HEIGHT  -          2.634 (meters)        8.64  (feet) COMP
 BG4917  MODELED GRAVITY -    979,346.7   (mgal)                       NAVD 88
 BG4917
 BG4917  VERT ORDER      -  SECOND    CLASS I
 BG4917
 BG4917.The horizontal coordinates were scaled from a map and have
 BG4917.an estimated accuracy of +/- 6 seconds.
 BG4917
 BG4917.The orthometric height was determined by differential leveling and
 BG4917.adjusted by the NATIONAL GEODETIC SURVEY
 BG4917.in September 1996.
 BG4917
 BG4917.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4917.GEOID18 height accuracy estimate available here.
 BG4917
 BG4917.Click photographs - Photos may exist for this station.
 BG4917
 BG4917.The dynamic height is computed by dividing the NAVD 88
 BG4917.geopotential number by the normal gravity value computed on the
 BG4917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4917.degrees latitude (g = 980.6199 gals.).
 BG4917
 BG4917.The modeled gravity was interpolated from observed gravity values.
 BG4917
 BG4917;                    North         East    Units  Estimated Accuracy
 BG4917;SPC FL N     -   153,200.      359,980.      MT  (+/- 180 meters Scaled)
 BG4917
 BG4917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU002584(NAD 83)
 BG4917
 BG4917                          SUPERSEDED SURVEY CONTROL
 BG4917
 BG4917.No superseded survey control is available for this station.
 BG4917
 BG4917_MARKER: DB = BENCH MARK DISK
 BG4917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4917_STAMPING: 48 84 B31
 BG4917_MARK LOGO: FLDNR
 BG4917_PROJECTION: RECESSED 13 CENTIMETERS
 BG4917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4917+STABILITY: SURFACE MOTION
 BG4917
 BG4917  HISTORY     - Date     Condition        Report By
 BG4917  HISTORY     - 1984     MONUMENTED       FLDT
 BG4917  HISTORY     - 1986     GOOD             FLDNR
 BG4917  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4917
 BG4917                          STATION DESCRIPTION
 BG4917
 BG4917'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4917'8.9 MI EAST FROM PENSACOLA BEACH.
 BG4917'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4917'PENSACOLA BEACH, GO 8.9 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4917'THE MARK BEARS 17.9 FEET NORTH OF THE CENTERLINE OF THE ROAD, 67 FEET
 BG4917'NORTHEAST OF A CONCRETE RIGHT-OF-WAY POST AND 6.6 FEET SOUTH OF A
 BG4917'METAL WITNESS POST.
 BG4917
 BG4917                          STATION RECOVERY (2003)
 BG4917
 BG4917'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4917'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4917'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4917'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4918 ***********************************************************************
 BG4918  DESIGNATION -  48 84 B 32
 BG4918  PID         -  BG4918
 BG4918  STATE/COUNTY-  FL/ESCAMBIA
 BG4918  COUNTRY     -  US
 BG4918  USGS QUAD   -  SOUTH OF HOLLEY (2018)
 BG4918
 BG4918                         *CURRENT SURVEY CONTROL
 BG4918  ______________________________________________________________________
 BG4918* NAD 83(1986) POSITION- 30 21 34.     (N) 086 59 15.     (W)   SCALED
 BG4918* NAVD 88 ORTHO HEIGHT -     2.619 (meters)        8.59  (feet) ADJUSTED
 BG4918  ______________________________________________________________________
 BG4918  GEOID HEIGHT    -        -27.291 (meters)                     GEOID18
 BG4918  DYNAMIC HEIGHT  -          2.615 (meters)        8.58  (feet) COMP
 BG4918  MODELED GRAVITY -    979,346.8   (mgal)                       NAVD 88
 BG4918
 BG4918  VERT ORDER      -  SECOND    CLASS I
 BG4918
 BG4918.The horizontal coordinates were scaled from a map and have
 BG4918.an estimated accuracy of +/- 6 seconds.
 BG4918
 BG4918.The orthometric height was determined by differential leveling and
 BG4918.adjusted by the NATIONAL GEODETIC SURVEY
 BG4918.in September 1996.
 BG4918
 BG4918.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4918.GEOID18 height accuracy estimate available here.
 BG4918
 BG4918.Click photographs - Photos may exist for this station.
 BG4918
 BG4918.The dynamic height is computed by dividing the NAVD 88
 BG4918.geopotential number by the normal gravity value computed on the
 BG4918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4918.degrees latitude (g = 980.6199 gals.).
 BG4918
 BG4918.The modeled gravity was interpolated from observed gravity values.
 BG4918
 BG4918;                    North         East    Units  Estimated Accuracy
 BG4918;SPC FL N     -   153,300.      360,890.      MT  (+/- 180 meters Scaled)
 BG4918
 BG4918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU012586(NAD 83)
 BG4918
 BG4918                          SUPERSEDED SURVEY CONTROL
 BG4918
 BG4918.No superseded survey control is available for this station.
 BG4918
 BG4918_MARKER: DB = BENCH MARK DISK
 BG4918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4918_STAMPING: 48 84 B32
 BG4918_MARK LOGO: FLDNR
 BG4918_PROJECTION: RECESSED 20 CENTIMETERS
 BG4918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4918+STABILITY: SURFACE MOTION
 BG4918
 BG4918  HISTORY     - Date     Condition        Report By
 BG4918  HISTORY     - 1984     MONUMENTED       FLDT
 BG4918  HISTORY     - 1986     GOOD             FLDNR
 BG4918  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4918
 BG4918                          STATION DESCRIPTION
 BG4918
 BG4918'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4918'9.45 MI EAST FROM PENSACOLA BEACH.
 BG4918'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4918'PENSACOLA BEACH, GO 9.45 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4918'THE MARK BEARS 18.3 FEET NORTH OF THE CENTERLINE OF THE ROAD, 57 FEET
 BG4918'SOUTH OF TELEPHONE POLE 10, 119.5 FEET NORTHEAST OF A CONCRETE
 BG4918'RIGHT-OF-WAY POST AND 6.3 FEET SOUTH OF A METAL WITNESS POST.
 BG4918
 BG4918                          STATION RECOVERY (2003)
 BG4918
 BG4918'RECOVERY NOTE BY US POWER SQUADRON 2003 (DH)
 BG4918'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4918'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4918'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4919 ***********************************************************************
 BG4919  DESIGNATION -  48 84 B 33
 BG4919  PID         -  BG4919
 BG4919  STATE/COUNTY-  FL/ESCAMBIA
 BG4919  COUNTRY     -  US
 BG4919  USGS QUAD   -  SOUTH OF HOLLEY (2018)
 BG4919
 BG4919                         *CURRENT SURVEY CONTROL
 BG4919  ______________________________________________________________________
 BG4919* NAD 83(1986) POSITION- 30 21 37.     (N) 086 58 39.     (W)   SCALED
 BG4919* NAVD 88 ORTHO HEIGHT -     4.104 (meters)       13.46  (feet) ADJUSTED
 BG4919  ______________________________________________________________________
 BG4919  GEOID HEIGHT    -        -27.289 (meters)                     GEOID18
 BG4919  DYNAMIC HEIGHT  -          4.099 (meters)       13.45  (feet) COMP
 BG4919  MODELED GRAVITY -    979,346.9   (mgal)                       NAVD 88
 BG4919
 BG4919  VERT ORDER      -  SECOND    CLASS I
 BG4919
 BG4919.The horizontal coordinates were scaled from a map and have
 BG4919.an estimated accuracy of +/- 6 seconds.
 BG4919
 BG4919.The orthometric height was determined by differential leveling and
 BG4919.adjusted by the NATIONAL GEODETIC SURVEY
 BG4919.in September 1996.
 BG4919
 BG4919.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4919.GEOID18 height accuracy estimate available here.
 BG4919
 BG4919.Click photographs - Photos may exist for this station.
 BG4919
 BG4919.The dynamic height is computed by dividing the NAVD 88
 BG4919.geopotential number by the normal gravity value computed on the
 BG4919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4919.degrees latitude (g = 980.6199 gals.).
 BG4919
 BG4919.The modeled gravity was interpolated from observed gravity values.
 BG4919
 BG4919;                    North         East    Units  Estimated Accuracy
 BG4919;SPC FL N     -   153,370.      361,850.      MT  (+/- 180 meters Scaled)
 BG4919
 BG4919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU021587(NAD 83)
 BG4919
 BG4919                          SUPERSEDED SURVEY CONTROL
 BG4919
 BG4919.No superseded survey control is available for this station.
 BG4919
 BG4919_MARKER: DB = BENCH MARK DISK
 BG4919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4919_STAMPING: 48 84 B33
 BG4919_MARK LOGO: FLDNR
 BG4919_PROJECTION: RECESSED 15 CENTIMETERS
 BG4919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4919+STABILITY: SURFACE MOTION
 BG4919
 BG4919  HISTORY     - Date     Condition        Report By
 BG4919  HISTORY     - 1984     MONUMENTED       FLDT
 BG4919  HISTORY     - 1986     GOOD             FLDNR
 BG4919
 BG4919                          STATION DESCRIPTION
 BG4919
 BG4919'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4919'10.0 MI EAST FROM PENSACOLA BEACH.
 BG4919'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4919'PENSACOLA BEACH, GO 10.0 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4919'THE MARK BEARS 48 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE ROAD,
 BG4919'61.7 FEET EAST OF A GUY POLE, 81.5 FEET WEST-SOUTHWEST OF A CONCRETE
 BG4919'RIGHT-OF-WAY POST AND 2.7 FEET NORTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4920 ***********************************************************************
 BG4920  DESIGNATION -  48 84 B 34
 BG4920  PID         -  BG4920
 BG4920  STATE/COUNTY-  FL/ESCAMBIA
 BG4920  COUNTRY     -  US
 BG4920  USGS QUAD   -  SOUTH OF HOLLEY (2018)
 BG4920
 BG4920                         *CURRENT SURVEY CONTROL
 BG4920  ______________________________________________________________________
 BG4920* NAD 83(1986) POSITION- 30 21 45.     (N) 086 58 01.     (W)   SCALED
 BG4920* NAVD 88 ORTHO HEIGHT -     3.660 (meters)       12.01  (feet) ADJUSTED
 BG4920  ______________________________________________________________________
 BG4920  GEOID HEIGHT    -        -27.287 (meters)                     GEOID18
 BG4920  DYNAMIC HEIGHT  -          3.656 (meters)       11.99  (feet) COMP
 BG4920  MODELED GRAVITY -    979,347.1   (mgal)                       NAVD 88
 BG4920
 BG4920  VERT ORDER      -  SECOND    CLASS I
 BG4920
 BG4920.The horizontal coordinates were scaled from a map and have
 BG4920.an estimated accuracy of +/- 6 seconds.
 BG4920
 BG4920.The orthometric height was determined by differential leveling and
 BG4920.adjusted by the NATIONAL GEODETIC SURVEY
 BG4920.in September 1996.
 BG4920
 BG4920.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4920.GEOID18 height accuracy estimate available here.
 BG4920
 BG4920.Click photographs - Photos may exist for this station.
 BG4920
 BG4920.The dynamic height is computed by dividing the NAVD 88
 BG4920.geopotential number by the normal gravity value computed on the
 BG4920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4920.degrees latitude (g = 980.6199 gals.).
 BG4920
 BG4920.The modeled gravity was interpolated from observed gravity values.
 BG4920
 BG4920;                    North         East    Units  Estimated Accuracy
 BG4920;SPC FL N     -   153,600.      362,870.      MT  (+/- 180 meters Scaled)
 BG4920
 BG4920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU031589(NAD 83)
 BG4920
 BG4920                          SUPERSEDED SURVEY CONTROL
 BG4920
 BG4920.No superseded survey control is available for this station.
 BG4920
 BG4920_MARKER: DB = BENCH MARK DISK
 BG4920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4920_STAMPING: 48 84 B34
 BG4920_MARK LOGO: FLDNR
 BG4920_PROJECTION: RECESSED 30 CENTIMETERS
 BG4920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4920+STABILITY: SURFACE MOTION
 BG4920
 BG4920  HISTORY     - Date     Condition        Report By
 BG4920  HISTORY     - 1984     MONUMENTED       FLDT
 BG4920  HISTORY     - 1986     GOOD             FLDNR
 BG4920  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4920
 BG4920                          STATION DESCRIPTION
 BG4920
 BG4920'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4920'10.55 MI EAST FROM PENSACOLA BEACH.
 BG4920'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4920'PENSACOLA BEACH, GO 10.55 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4920'THE MARK BEARS 143 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 154 FEET
 BG4920'SOUTH-SOUTHWEST OF THE CENTERLINE OF A DRIVEWAY TO A PARKING AREA,
 BG4920'121 FEET SOUTH-SOUTHWEST OF A METAL LIGHT POST FOR A CAUTION SIGNAL
 BG4920'AND 3.3 FEET NORTH OF A METAL WITNESS POST.
 BG4920
 BG4920                          STATION RECOVERY (2003)
 BG4920
 BG4920'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4920'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4920'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4920'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4921 ***********************************************************************
 BG4921  DESIGNATION -  48 84 B 35
 BG4921  PID         -  BG4921
 BG4921  STATE/COUNTY-  FL/ESCAMBIA
 BG4921  COUNTRY     -  US
 BG4921  USGS QUAD   -  SOUTH OF HOLLEY (2018)
 BG4921
 BG4921                         *CURRENT SURVEY CONTROL
 BG4921  ______________________________________________________________________
 BG4921* NAD 83(1986) POSITION- 30 21 54.     (N) 086 57 28.     (W)   SCALED
 BG4921* NAVD 88 ORTHO HEIGHT -     1.929 (meters)        6.33  (feet) ADJUSTED
 BG4921  ______________________________________________________________________
 BG4921  GEOID HEIGHT    -        -27.285 (meters)                     GEOID18
 BG4921  DYNAMIC HEIGHT  -          1.927 (meters)        6.32  (feet) COMP
 BG4921  MODELED GRAVITY -    979,347.3   (mgal)                       NAVD 88
 BG4921
 BG4921  VERT ORDER      -  SECOND    CLASS I
 BG4921
 BG4921.The horizontal coordinates were scaled from a map and have
 BG4921.an estimated accuracy of +/- 6 seconds.
 BG4921
 BG4921.The orthometric height was determined by differential leveling and
 BG4921.adjusted by the NATIONAL GEODETIC SURVEY
 BG4921.in September 1996.
 BG4921
 BG4921.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4921.GEOID18 height accuracy estimate available here.
 BG4921
 BG4921.Click photographs - Photos may exist for this station.
 BG4921
 BG4921.The dynamic height is computed by dividing the NAVD 88
 BG4921.geopotential number by the normal gravity value computed on the
 BG4921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4921.degrees latitude (g = 980.6199 gals.).
 BG4921
 BG4921.The modeled gravity was interpolated from observed gravity values.
 BG4921
 BG4921;                    North         East    Units  Estimated Accuracy
 BG4921;SPC FL N     -   153,850.      363,760.      MT  (+/- 180 meters Scaled)
 BG4921
 BG4921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU040592(NAD 83)
 BG4921
 BG4921                          SUPERSEDED SURVEY CONTROL
 BG4921
 BG4921.No superseded survey control is available for this station.
 BG4921
 BG4921_MARKER: DB = BENCH MARK DISK
 BG4921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4921_STAMPING: 48 84 B35
 BG4921_MARK LOGO: FLDNR
 BG4921_PROJECTION: RECESSED 20 CENTIMETERS
 BG4921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4921+STABILITY: SURFACE MOTION
 BG4921
 BG4921  HISTORY     - Date     Condition        Report By
 BG4921  HISTORY     - 1984     MONUMENTED       FLDT
 BG4921  HISTORY     - 1986     GOOD             FLDNR
 BG4921  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4921
 BG4921                          STATION DESCRIPTION
 BG4921
 BG4921'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4921'11.25 MI EAST FROM PENSACOLA BEACH.
 BG4921'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4921'PENSACOLA BEACH, GO 11.25 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4921'THE MARK BEARS 17 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD,
 BG4921'88 FEET SOUTH OF A UTILITY POLE, 3.1 FEET SOUTH OF A WOOD SIGN POST
 BG4921'(SPEED LIMIT 35) AND 3.5 FEET SOUTH OF A METAL WITNESS POST.
 BG4921
 BG4921                          STATION RECOVERY (2003)
 BG4921
 BG4921'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4921'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4921'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4921'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4922 ***********************************************************************
 BG4922  DESIGNATION -  48 84 B 36
 BG4922  PID         -  BG4922
 BG4922  STATE/COUNTY-  FL/ESCAMBIA
 BG4922  COUNTRY     -  US
 BG4922  USGS QUAD   -  SOUTH OF HOLLEY (2018)
 BG4922
 BG4922                         *CURRENT SURVEY CONTROL
 BG4922  ______________________________________________________________________
 BG4922* NAD 83(1986) POSITION- 30 22 00.     (N) 086 56 51.     (W)   SCALED
 BG4922* NAVD 88 ORTHO HEIGHT -     2.541 (meters)        8.34  (feet) ADJUSTED
 BG4922  ______________________________________________________________________
 BG4922  GEOID HEIGHT    -        -27.283 (meters)                     GEOID18
 BG4922  DYNAMIC HEIGHT  -          2.538 (meters)        8.33  (feet) COMP
 BG4922  MODELED GRAVITY -    979,347.4   (mgal)                       NAVD 88
 BG4922
 BG4922  VERT ORDER      -  SECOND    CLASS I
 BG4922
 BG4922.The horizontal coordinates were scaled from a map and have
 BG4922.an estimated accuracy of +/- 6 seconds.
 BG4922
 BG4922.The orthometric height was determined by differential leveling and
 BG4922.adjusted by the NATIONAL GEODETIC SURVEY
 BG4922.in September 1996.
 BG4922
 BG4922.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4922.GEOID18 height accuracy estimate available here.
 BG4922
 BG4922.Click photographs - Photos may exist for this station.
 BG4922
 BG4922.The dynamic height is computed by dividing the NAVD 88
 BG4922.geopotential number by the normal gravity value computed on the
 BG4922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4922.degrees latitude (g = 980.6199 gals.).
 BG4922
 BG4922.The modeled gravity was interpolated from observed gravity values.
 BG4922
 BG4922;                    North         East    Units  Estimated Accuracy
 BG4922;SPC FL N     -   154,020.      364,750.      MT  (+/- 180 meters Scaled)
 BG4922
 BG4922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU050594(NAD 83)
 BG4922
 BG4922                          SUPERSEDED SURVEY CONTROL
 BG4922
 BG4922.No superseded survey control is available for this station.
 BG4922
 BG4922_MARKER: DB = BENCH MARK DISK
 BG4922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4922_STAMPING: 48 84 B36
 BG4922_MARK LOGO: FLDNR
 BG4922_PROJECTION: RECESSED 18 CENTIMETERS
 BG4922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4922+STABILITY: SURFACE MOTION
 BG4922
 BG4922  HISTORY     - Date     Condition        Report By
 BG4922  HISTORY     - 1984     MONUMENTED       FLDT
 BG4922  HISTORY     - 1986     GOOD             FLDNR
 BG4922  HISTORY     - 20031011 MARK NOT FOUND   USPSQD
 BG4922
 BG4922                          STATION DESCRIPTION
 BG4922
 BG4922'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4922'11.85 MI EAST FROM PENSACOLA BEACH.
 BG4922'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4922'PENSACOLA BEACH, GO 11.85 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4922'THE MARK BEARS 17.5 FEET NORTH OF THE CENTERLINE OF THE ROAD, 57.2
 BG4922'FEET SOUTH OF A TELEPHONE POLE, 217 FEET EAST-SOUTHEAST OF A CONCRETE
 BG4922'RIGHT-OF-WAY POST AND 4.9 FEET SOUTH OF A METAL WITNESS POST.
 BG4922
 BG4922                          STATION RECOVERY (2003)
 BG4922
 BG4922'RECOVERY NOTE BY US POWER SQUADRON 2003 (MH)
 BG4922'MARKER PROBABLY NO LONGER EXISTS DUE TO HIGHWAY SHOULDER IMPROVEMENTS
 BG4922'AND THE INSTALLATION OF A WIDE BIKE AND WALK PATH PARALLEL TO THE
 BG4922'HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4923 ***********************************************************************
 BG4923  DESIGNATION -  48 84 B 37
 BG4923  PID         -  BG4923
 BG4923  STATE/COUNTY-  FL/ESCAMBIA
 BG4923  COUNTRY     -  US
 BG4923  USGS QUAD   -  SOUTH OF HOLLEY (2018)
 BG4923
 BG4923                         *CURRENT SURVEY CONTROL
 BG4923  ______________________________________________________________________
 BG4923* NAD 83(1986) POSITION- 30 22 06.     (N) 086 56 18.     (W)   SCALED
 BG4923* NAVD 88 ORTHO HEIGHT -     2.831 (meters)        9.29  (feet) ADJUSTED
 BG4923  ______________________________________________________________________
 BG4923  GEOID HEIGHT    -        -27.280 (meters)                     GEOID18
 BG4923  DYNAMIC HEIGHT  -          2.827 (meters)        9.27  (feet) COMP
 BG4923  MODELED GRAVITY -    979,347.6   (mgal)                       NAVD 88
 BG4923
 BG4923  VERT ORDER      -  SECOND    CLASS I
 BG4923
 BG4923.The horizontal coordinates were scaled from a map and have
 BG4923.an estimated accuracy of +/- 6 seconds.
 BG4923
 BG4923.The orthometric height was determined by differential leveling and
 BG4923.adjusted by the NATIONAL GEODETIC SURVEY
 BG4923.in September 1996.
 BG4923
 BG4923.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4923.GEOID18 height accuracy estimate available here.
 BG4923
 BG4923.Click photographs - Photos may exist for this station.
 BG4923
 BG4923.The dynamic height is computed by dividing the NAVD 88
 BG4923.geopotential number by the normal gravity value computed on the
 BG4923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4923.degrees latitude (g = 980.6199 gals.).
 BG4923
 BG4923.The modeled gravity was interpolated from observed gravity values.
 BG4923
 BG4923;                    North         East    Units  Estimated Accuracy
 BG4923;SPC FL N     -   154,180.      365,640.      MT  (+/- 180 meters Scaled)
 BG4923
 BG4923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU059596(NAD 83)
 BG4923
 BG4923                          SUPERSEDED SURVEY CONTROL
 BG4923
 BG4923.No superseded survey control is available for this station.
 BG4923
 BG4923_MARKER: DB = BENCH MARK DISK
 BG4923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4923_STAMPING: 48 84 B37
 BG4923_MARK LOGO: FLDNR
 BG4923_PROJECTION: RECESSED 18 CENTIMETERS
 BG4923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4923+STABILITY: SURFACE MOTION
 BG4923
 BG4923  HISTORY     - Date     Condition        Report By
 BG4923  HISTORY     - 1984     MONUMENTED       FLDT
 BG4923  HISTORY     - 1986     GOOD             FLDNR
 BG4923
 BG4923                          STATION DESCRIPTION
 BG4923
 BG4923'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4923'12.4 MI EAST FROM PENSACOLA BEACH.
 BG4923'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4923'PENSACOLA BEACH,GO 12.4 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4923'THE MARK BEARS 17.8 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 BG4923'ROAD, 57.4 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 127.2 FEET
 BG4923'SOUTHWEST OF CONCRETE RIGHT-OF-WAY POST AND 5.2 FEET SOUTH-SOUTHEAST
 BG4923'OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4924 ***********************************************************************
 BG4924  DESIGNATION -  48 84 B 38
 BG4924  PID         -  BG4924
 BG4924  STATE/COUNTY-  FL/ESCAMBIA
 BG4924  COUNTRY     -  US
 BG4924  USGS QUAD   -  SOUTH OF HOLLEY (2018)
 BG4924
 BG4924                         *CURRENT SURVEY CONTROL
 BG4924  ______________________________________________________________________
 BG4924* NAD 83(1986) POSITION- 30 22 14.     (N) 086 55 40.     (W)   SCALED
 BG4924* NAVD 88 ORTHO HEIGHT -     2.717 (meters)        8.91  (feet) ADJUSTED
 BG4924  ______________________________________________________________________
 BG4924  GEOID HEIGHT    -        -27.278 (meters)                     GEOID18
 BG4924  DYNAMIC HEIGHT  -          2.714 (meters)        8.90  (feet) COMP
 BG4924  MODELED GRAVITY -    979,347.8   (mgal)                       NAVD 88
 BG4924
 BG4924  VERT ORDER      -  SECOND    CLASS I
 BG4924
 BG4924.The horizontal coordinates were scaled from a map and have
 BG4924.an estimated accuracy of +/- 6 seconds.
 BG4924
 BG4924.The orthometric height was determined by differential leveling and
 BG4924.adjusted by the NATIONAL GEODETIC SURVEY
 BG4924.in September 1996.
 BG4924
 BG4924.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4924.GEOID18 height accuracy estimate available here.
 BG4924
 BG4924.Click photographs - Photos may exist for this station.
 BG4924
 BG4924.The dynamic height is computed by dividing the NAVD 88
 BG4924.geopotential number by the normal gravity value computed on the
 BG4924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4924.degrees latitude (g = 980.6199 gals.).
 BG4924
 BG4924.The modeled gravity was interpolated from observed gravity values.
 BG4924
 BG4924;                    North         East    Units  Estimated Accuracy
 BG4924;SPC FL N     -   154,410.      366,660.      MT  (+/- 180 meters Scaled)
 BG4924
 BG4924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU069598(NAD 83)
 BG4924
 BG4924                          SUPERSEDED SURVEY CONTROL
 BG4924
 BG4924.No superseded survey control is available for this station.
 BG4924
 BG4924_MARKER: DB = BENCH MARK DISK
 BG4924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4924_STAMPING: 48 84 B38
 BG4924_MARK LOGO: FLDNR
 BG4924_PROJECTION: RECESSED 20 CENTIMETERS
 BG4924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4924+STABILITY: SURFACE MOTION
 BG4924
 BG4924  HISTORY     - Date     Condition        Report By
 BG4924  HISTORY     - 1984     MONUMENTED       FLDT
 BG4924  HISTORY     - 1986     GOOD             FLDNR
 BG4924
 BG4924                          STATION DESCRIPTION
 BG4924
 BG4924'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4924'13.0 MI EAST FROM PENSACOLA BEACH.
 BG4924'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4924'PENSACOLA BEACH, GO 13.0 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4924'THE MARK BEARS 17.3 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 BG4924'ROAD, 59.2 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 217.4 FEET WEST-
 BG4924'SOUTHWEST OF A CONCRETE RIGHT-OF-WAY POST AND 7.1 FEET
 BG4924'SOUTH-SOUTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4925 ***********************************************************************
 BG4925  DESIGNATION -  48 84 B 39
 BG4925  PID         -  BG4925
 BG4925  STATE/COUNTY-  FL/ESCAMBIA
 BG4925  COUNTRY     -  US
 BG4925  USGS QUAD   -  SOUTH OF HOLLEY (2018)
 BG4925
 BG4925                         *CURRENT SURVEY CONTROL
 BG4925  ______________________________________________________________________
 BG4925* NAD 83(1986) POSITION- 30 22 20.     (N) 086 55 10.     (W)   SCALED
 BG4925* NAVD 88 ORTHO HEIGHT -     1.914 (meters)        6.28  (feet) ADJUSTED
 BG4925  ______________________________________________________________________
 BG4925  GEOID HEIGHT    -        -27.275 (meters)                     GEOID18
 BG4925  DYNAMIC HEIGHT  -          1.911 (meters)        6.27  (feet) COMP
 BG4925  MODELED GRAVITY -    979,348.0   (mgal)                       NAVD 88
 BG4925
 BG4925  VERT ORDER      -  SECOND    CLASS I
 BG4925
 BG4925.The horizontal coordinates were scaled from a map and have
 BG4925.an estimated accuracy of +/- 6 seconds.
 BG4925
 BG4925.The orthometric height was determined by differential leveling and
 BG4925.adjusted by the NATIONAL GEODETIC SURVEY
 BG4925.in September 1996.
 BG4925
 BG4925.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4925.GEOID18 height accuracy estimate available here.
 BG4925
 BG4925.Click photographs - Photos may exist for this station.
 BG4925
 BG4925.The dynamic height is computed by dividing the NAVD 88
 BG4925.geopotential number by the normal gravity value computed on the
 BG4925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4925.degrees latitude (g = 980.6199 gals.).
 BG4925
 BG4925.The modeled gravity was interpolated from observed gravity values.
 BG4925
 BG4925;                    North         East    Units  Estimated Accuracy
 BG4925;SPC FL N     -   154,580.      367,460.      MT  (+/- 180 meters Scaled)
 BG4925
 BG4925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU077600(NAD 83)
 BG4925
 BG4925                          SUPERSEDED SURVEY CONTROL
 BG4925
 BG4925.No superseded survey control is available for this station.
 BG4925
 BG4925_MARKER: DB = BENCH MARK DISK
 BG4925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4925_STAMPING: 48 84 B39
 BG4925_MARK LOGO: FLDNR
 BG4925_PROJECTION: RECESSED 20 CENTIMETERS
 BG4925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4925+STABILITY: SURFACE MOTION
 BG4925
 BG4925  HISTORY     - Date     Condition        Report By
 BG4925  HISTORY     - 1984     MONUMENTED       FLDT
 BG4925  HISTORY     - 1986     GOOD             FLDNR
 BG4925
 BG4925                          STATION DESCRIPTION
 BG4925
 BG4925'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4925'13.55 MI EAST FROM PENSACOLA BEACH.
 BG4925'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4925'PENSACOLA BEACH, GO 13.55 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4925'THE MARK BEARS 18 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD,
 BG4925'115.2 FEET EAST OF A SIGN POST (VEHICLES ON DESIGNATED ROADS ONLY),
 BG4925'84.4 FEET WEST-SOUTHWEST OF A SIGN POST (SPEED LIMIT 50), 59 FEET
 BG4925'SOUTH-SOUTHEAST OF A TELEPHONE POLE AND 8.5 FEET SOUTH-SOUTHEAST OF A
 BG4925'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4926 ***********************************************************************
 BG4926  DESIGNATION -  48 84 B 40
 BG4926  PID         -  BG4926
 BG4926  STATE/COUNTY-  FL/SANTA ROSA
 BG4926  COUNTRY     -  US
 BG4926  USGS QUAD   -  SOUTH OF HOLLEY (2018)
 BG4926
 BG4926                         *CURRENT SURVEY CONTROL
 BG4926  ______________________________________________________________________
 BG4926* NAD 83(1986) POSITION- 30 22 24.     (N) 086 54 35.     (W)   SCALED
 BG4926* NAVD 88 ORTHO HEIGHT -     2.073 (meters)        6.80  (feet) ADJUSTED
 BG4926  ______________________________________________________________________
 BG4926  GEOID HEIGHT    -        -27.272 (meters)                     GEOID18
 BG4926  DYNAMIC HEIGHT  -          2.070 (meters)        6.79  (feet) COMP
 BG4926  MODELED GRAVITY -    979,348.1   (mgal)                       NAVD 88
 BG4926
 BG4926  VERT ORDER      -  SECOND    CLASS I
 BG4926
 BG4926.The horizontal coordinates were scaled from a map and have
 BG4926.an estimated accuracy of +/- 6 seconds.
 BG4926
 BG4926.The orthometric height was determined by differential leveling and
 BG4926.adjusted by the NATIONAL GEODETIC SURVEY
 BG4926.in September 1996.
 BG4926
 BG4926.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4926.GEOID18 height accuracy estimate available here.
 BG4926
 BG4926.Click photographs - Photos may exist for this station.
 BG4926
 BG4926.The dynamic height is computed by dividing the NAVD 88
 BG4926.geopotential number by the normal gravity value computed on the
 BG4926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4926.degrees latitude (g = 980.6199 gals.).
 BG4926
 BG4926.The modeled gravity was interpolated from observed gravity values.
 BG4926
 BG4926;                    North         East    Units  Estimated Accuracy
 BG4926;SPC FL N     -   154,680.      368,400.      MT  (+/- 180 meters Scaled)
 BG4926
 BG4926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU086601(NAD 83)
 BG4926
 BG4926                          SUPERSEDED SURVEY CONTROL
 BG4926
 BG4926.No superseded survey control is available for this station.
 BG4926
 BG4926_MARKER: DB = BENCH MARK DISK
 BG4926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4926_STAMPING: 48 84 B40
 BG4926_MARK LOGO: FLDNR
 BG4926_PROJECTION: RECESSED 18 CENTIMETERS
 BG4926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4926+STABILITY: SURFACE MOTION
 BG4926
 BG4926  HISTORY     - Date     Condition        Report By
 BG4926  HISTORY     - 1984     MONUMENTED       FLDT
 BG4926  HISTORY     - 1986     GOOD             FLDNR
 BG4926
 BG4926                          STATION DESCRIPTION
 BG4926
 BG4926'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4926'14.1 MI EAST FROM PENSACOLA BEACH.
 BG4926'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4926'PENSACOLA BEACH, GO 14.1 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4926'THE MARK BEARS 16.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 43.6
 BG4926'FEET WEST-NORTHWEST OF A TELEPHONE POLE, 20.5 FEET EAST OF THE
 BG4926'CENTERLINE OF THE DRIVEWAY TO HOUSE 7479 AND 7.9 FEET NORTH OF A
 BG4926'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4927 ***********************************************************************
 BG4927  DESIGNATION -  48 84 B 41
 BG4927  PID         -  BG4927
 BG4927  STATE/COUNTY-  FL/SANTA ROSA
 BG4927  COUNTRY     -  US
 BG4927  USGS QUAD   -  HOLLEY (2018)
 BG4927
 BG4927                         *CURRENT SURVEY CONTROL
 BG4927  ______________________________________________________________________
 BG4927* NAD 83(1986) POSITION- 30 22 29.     (N) 086 53 59.     (W)   SCALED
 BG4927* NAVD 88 ORTHO HEIGHT -     2.133 (meters)        7.00  (feet) ADJUSTED
 BG4927  ______________________________________________________________________
 BG4927  GEOID HEIGHT    -        -27.268 (meters)                     GEOID18
 BG4927  DYNAMIC HEIGHT  -          2.131 (meters)        6.99  (feet) COMP
 BG4927  MODELED GRAVITY -    979,348.3   (mgal)                       NAVD 88
 BG4927
 BG4927  VERT ORDER      -  SECOND    CLASS I
 BG4927
 BG4927.The horizontal coordinates were scaled from a map and have
 BG4927.an estimated accuracy of +/- 6 seconds.
 BG4927
 BG4927.The orthometric height was determined by differential leveling and
 BG4927.adjusted by the NATIONAL GEODETIC SURVEY
 BG4927.in September 1996.
 BG4927
 BG4927.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4927.GEOID18 height accuracy estimate available here.
 BG4927
 BG4927.Click photographs - Photos may exist for this station.
 BG4927
 BG4927.The dynamic height is computed by dividing the NAVD 88
 BG4927.geopotential number by the normal gravity value computed on the
 BG4927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4927.degrees latitude (g = 980.6199 gals.).
 BG4927
 BG4927.The modeled gravity was interpolated from observed gravity values.
 BG4927
 BG4927;                    North         East    Units  Estimated Accuracy
 BG4927;SPC FL N     -   154,810.      369,360.      MT  (+/- 180 meters Scaled)
 BG4927
 BG4927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU096603(NAD 83)
 BG4927
 BG4927                          SUPERSEDED SURVEY CONTROL
 BG4927
 BG4927.No superseded survey control is available for this station.
 BG4927
 BG4927_MARKER: DB = BENCH MARK DISK
 BG4927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4927_STAMPING: 48 84 B41
 BG4927_MARK LOGO: FLDNR
 BG4927_PROJECTION: RECESSED 13 CENTIMETERS
 BG4927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4927+STABILITY: SURFACE MOTION
 BG4927
 BG4927  HISTORY     - Date     Condition        Report By
 BG4927  HISTORY     - 1984     MONUMENTED       FLDT
 BG4927  HISTORY     - 1986     GOOD             FLDNR
 BG4927
 BG4927                          STATION DESCRIPTION
 BG4927
 BG4927'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4927'14.7 MI EAST FROM PENSACOLA BEACH.
 BG4927'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4927'PENSACOLA BEACH, GO 14.7 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4927'THE MARK BEARS 16.7 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 36.8
 BG4927'FEET NORTH OF THE NORTH EDGE OF A PARKING AREA, 34.5 FEET EAST OF THE
 BG4927'CENTERLINE OF A DRIVEWAY, 33.7 FEET WEST-NORTHWEST OF A FIRE HYDRANT
 BG4927'AND 4.9 FEET NORTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4928 ***********************************************************************
 BG4928  DESIGNATION -  48 84 B 42
 BG4928  PID         -  BG4928
 BG4928  STATE/COUNTY-  FL/SANTA ROSA
 BG4928  COUNTRY     -  US
 BG4928  USGS QUAD   -  HOLLEY (2018)
 BG4928
 BG4928                         *CURRENT SURVEY CONTROL
 BG4928  ______________________________________________________________________
 BG4928* NAD 83(1986) POSITION- 30 22 34.     (N) 086 53 33.     (W)   SCALED
 BG4928* NAVD 88 ORTHO HEIGHT -     2.015 (meters)        6.61  (feet) ADJUSTED
 BG4928  ______________________________________________________________________
 BG4928  GEOID HEIGHT    -        -27.266 (meters)                     GEOID18
 BG4928  DYNAMIC HEIGHT  -          2.012 (meters)        6.60  (feet) COMP
 BG4928  MODELED GRAVITY -    979,348.5   (mgal)                       NAVD 88
 BG4928
 BG4928  VERT ORDER      -  SECOND    CLASS I
 BG4928
 BG4928.The horizontal coordinates were scaled from a map and have
 BG4928.an estimated accuracy of +/- 6 seconds.
 BG4928
 BG4928.The orthometric height was determined by differential leveling and
 BG4928.adjusted by the NATIONAL GEODETIC SURVEY
 BG4928.in September 1996.
 BG4928
 BG4928.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4928.GEOID18 height accuracy estimate available here.
 BG4928
 BG4928.Click photographs - Photos may exist for this station.
 BG4928
 BG4928.The dynamic height is computed by dividing the NAVD 88
 BG4928.geopotential number by the normal gravity value computed on the
 BG4928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4928.degrees latitude (g = 980.6199 gals.).
 BG4928
 BG4928.The modeled gravity was interpolated from observed gravity values.
 BG4928
 BG4928;                    North         East    Units  Estimated Accuracy
 BG4928;SPC FL N     -   154,950.      370,060.      MT  (+/- 180 meters Scaled)
 BG4928
 BG4928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU103604(NAD 83)
 BG4928
 BG4928                          SUPERSEDED SURVEY CONTROL
 BG4928
 BG4928.No superseded survey control is available for this station.
 BG4928
 BG4928_MARKER: DB = BENCH MARK DISK
 BG4928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4928_STAMPING: 48 84 B42
 BG4928_MARK LOGO: FLDNR
 BG4928_PROJECTION: RECESSED 15 CENTIMETERS
 BG4928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4928+STABILITY: SURFACE MOTION
 BG4928
 BG4928  HISTORY     - Date     Condition        Report By
 BG4928  HISTORY     - 1984     MONUMENTED       FLDT
 BG4928  HISTORY     - 1986     GOOD             FLDNR
 BG4928
 BG4928                          STATION DESCRIPTION
 BG4928
 BG4928'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4928'15.25 MI EAST FROM PENSACOLA BEACH.
 BG4928'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4928'PENSACOLA BEACH, GO 15.25 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4928'THE MARK BEARS 17.7 FEET NORTH OF THE CENTERLINE OF THE ROAD, 59.7
 BG4928'FEET NORTHEAST OF THE CENTERLINE OF THE DRIVEWAY TO APARTMENT
 BG4928'BUILDING 7993, 52 FEET NORTH OF THE NORTHEAST CORNER OF THE PARKING
 BG4928'AREA AND 6.3 FEET SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4929 ***********************************************************************
 BG4929  DESIGNATION -  48 84 B 43
 BG4929  PID         -  BG4929
 BG4929  STATE/COUNTY-  FL/SANTA ROSA
 BG4929  COUNTRY     -  US
 BG4929  USGS QUAD   -  HOLLEY (2018)
 BG4929
 BG4929                         *CURRENT SURVEY CONTROL
 BG4929  ______________________________________________________________________
 BG4929* NAD 83(1986) POSITION- 30 22 39.     (N) 086 52 52.     (W)   SCALED
 BG4929* NAVD 88 ORTHO HEIGHT -     2.784 (meters)        9.13  (feet) ADJUSTED
 BG4929  ______________________________________________________________________
 BG4929  GEOID HEIGHT    -        -27.262 (meters)                     GEOID18
 BG4929  DYNAMIC HEIGHT  -          2.781 (meters)        9.12  (feet) COMP
 BG4929  MODELED GRAVITY -    979,348.7   (mgal)                       NAVD 88
 BG4929
 BG4929  VERT ORDER      -  SECOND    CLASS I
 BG4929
 BG4929.The horizontal coordinates were scaled from a map and have
 BG4929.an estimated accuracy of +/- 6 seconds.
 BG4929
 BG4929.The orthometric height was determined by differential leveling and
 BG4929.adjusted by the NATIONAL GEODETIC SURVEY
 BG4929.in September 1996.
 BG4929
 BG4929.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4929.GEOID18 height accuracy estimate available here.
 BG4929
 BG4929.Click photographs - Photos may exist for this station.
 BG4929
 BG4929.The dynamic height is computed by dividing the NAVD 88
 BG4929.geopotential number by the normal gravity value computed on the
 BG4929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4929.degrees latitude (g = 980.6199 gals.).
 BG4929
 BG4929.The modeled gravity was interpolated from observed gravity values.
 BG4929
 BG4929;                    North         East    Units  Estimated Accuracy
 BG4929;SPC FL N     -   155,080.      371,160.      MT  (+/- 180 meters Scaled)
 BG4929
 BG4929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU114606(NAD 83)
 BG4929
 BG4929                          SUPERSEDED SURVEY CONTROL
 BG4929
 BG4929.No superseded survey control is available for this station.
 BG4929
 BG4929_MARKER: DB = BENCH MARK DISK
 BG4929_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4929_SP_SET: C0NCRETE DRIVEWAY
 BG4929_STAMPING: 48 84 B43
 BG4929_MARK LOGO: FLDNR
 BG4929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4929
 BG4929  HISTORY     - Date     Condition        Report By
 BG4929  HISTORY     - 1984     MONUMENTED       FLDT
 BG4929  HISTORY     - 1986     GOOD             FLDNR
 BG4929
 BG4929                          STATION DESCRIPTION
 BG4929
 BG4929'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4929'15.95 MI EAST FROM PENSACOLA BEACH.
 BG4929'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4929'PENSACOLA BEACH, GO 15.95 MILES EAST ON SATE ROAD 399 TO THE MARK.
 BG4929'THE MARK BEARS 20 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 47.8 FEET
 BG4929'EAST-NORTHEAST OF A TELEPHONE POLE, 18.6 FEET NORTHWEST OF THE WEST
 BG4929'END OF A CONCRETE WALL BETWEEN TWO DRIVEWAYS AND 4.3 FEET WEST OF THE
 BG4929'EAST EDGE OF THE WEST CONCRETE DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4930 ***********************************************************************
 BG4930  DESIGNATION -  48 84 B 44
 BG4930  PID         -  BG4930
 BG4930  STATE/COUNTY-  FL/SANTA ROSA
 BG4930  COUNTRY     -  US
 BG4930  USGS QUAD   -  HOLLEY (2018)
 BG4930
 BG4930                         *CURRENT SURVEY CONTROL
 BG4930  ______________________________________________________________________
 BG4930* NAD 83(1986) POSITION- 30 22 48.     (N) 086 52 35.     (W)   SCALED
 BG4930* NAVD 88 ORTHO HEIGHT -     1.728 (meters)        5.67  (feet) ADJUSTED
 BG4930  ______________________________________________________________________
 BG4930  GEOID HEIGHT    -        -27.260 (meters)                     GEOID18
 BG4930  DYNAMIC HEIGHT  -          1.726 (meters)        5.66  (feet) COMP
 BG4930  MODELED GRAVITY -    979,349.0   (mgal)                       NAVD 88
 BG4930
 BG4930  VERT ORDER      -  SECOND    CLASS I
 BG4930
 BG4930.The horizontal coordinates were scaled from a map and have
 BG4930.an estimated accuracy of +/- 6 seconds.
 BG4930
 BG4930.The orthometric height was determined by differential leveling and
 BG4930.adjusted by the NATIONAL GEODETIC SURVEY
 BG4930.in September 1996.
 BG4930
 BG4930.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4930.GEOID18 height accuracy estimate available here.
 BG4930
 BG4930.Click photographs - Photos may exist for this station.
 BG4930
 BG4930.The dynamic height is computed by dividing the NAVD 88
 BG4930.geopotential number by the normal gravity value computed on the
 BG4930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4930.degrees latitude (g = 980.6199 gals.).
 BG4930
 BG4930.The modeled gravity was interpolated from observed gravity values.
 BG4930
 BG4930;                    North         East    Units  Estimated Accuracy
 BG4930;SPC FL N     -   155,350.      371,620.      MT  (+/- 180 meters Scaled)
 BG4930
 BG4930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU118609(NAD 83)
 BG4930
 BG4930                          SUPERSEDED SURVEY CONTROL
 BG4930
 BG4930.No superseded survey control is available for this station.
 BG4930
 BG4930_MARKER: DB = BENCH MARK DISK
 BG4930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4930_STAMPING: 48 84 B44
 BG4930_MARK LOGO: FLDNR
 BG4930_PROJECTION: RECESSED 13 CENTIMETERS
 BG4930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4930+STABILITY: SURFACE MOTION
 BG4930
 BG4930  HISTORY     - Date     Condition        Report By
 BG4930  HISTORY     - 1984     MONUMENTED       FLDT
 BG4930  HISTORY     - 1986     GOOD             FLDNR
 BG4930
 BG4930                          STATION DESCRIPTION
 BG4930
 BG4930'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4930'16.2 MI EAST FROM PENSACOLA BEACH.
 BG4930'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4930'PENSACOLA BEACH, GO 16.2 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4930'THE MARK BEARS 16.4 FEET NORTH OF THE CENTERLINE OF THE ROAD, 67.7
 BG4930'FEET SOUTH-SOUTHEAST OF A CONCRETE RIGHT-OF-WAY POST, 58.2 FEET SOUTH
 BG4930'OF A TELEPHONE POLE AND 6 FEET SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4931 ***********************************************************************
 BG4931  DESIGNATION -  48 84 B 45
 BG4931  PID         -  BG4931
 BG4931  STATE/COUNTY-  FL/SANTA ROSA
 BG4931  COUNTRY     -  US
 BG4931  USGS QUAD   -  NAVARRE (2018)
 BG4931
 BG4931                         *CURRENT SURVEY CONTROL
 BG4931  ______________________________________________________________________
 BG4931* NAD 83(1986) POSITION- 30 22 53.     (N) 086 51 59.     (W)   SCALED
 BG4931* NAVD 88 ORTHO HEIGHT -     1.485 (meters)        4.87  (feet) ADJUSTED
 BG4931  ______________________________________________________________________
 BG4931  GEOID HEIGHT    -        -27.257 (meters)                     GEOID18
 BG4931  DYNAMIC HEIGHT  -          1.483 (meters)        4.87  (feet) COMP
 BG4931  MODELED GRAVITY -    979,349.2   (mgal)                       NAVD 88
 BG4931
 BG4931  VERT ORDER      -  SECOND    CLASS I
 BG4931
 BG4931.The horizontal coordinates were scaled from a map and have
 BG4931.an estimated accuracy of +/- 6 seconds.
 BG4931
 BG4931.The orthometric height was determined by differential leveling and
 BG4931.adjusted by the NATIONAL GEODETIC SURVEY
 BG4931.in September 1996.
 BG4931
 BG4931.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4931.GEOID18 height accuracy estimate available here.
 BG4931
 BG4931.Click photographs - Photos may exist for this station.
 BG4931
 BG4931.The dynamic height is computed by dividing the NAVD 88
 BG4931.geopotential number by the normal gravity value computed on the
 BG4931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4931.degrees latitude (g = 980.6199 gals.).
 BG4931
 BG4931.The modeled gravity was interpolated from observed gravity values.
 BG4931
 BG4931;                    North         East    Units  Estimated Accuracy
 BG4931;SPC FL N     -   155,480.      372,580.      MT  (+/- 180 meters Scaled)
 BG4931
 BG4931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU128610(NAD 83)
 BG4931
 BG4931                          SUPERSEDED SURVEY CONTROL
 BG4931
 BG4931.No superseded survey control is available for this station.
 BG4931
 BG4931_MARKER: DB = BENCH MARK DISK
 BG4931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4931_STAMPING: 48 84 B45
 BG4931_MARK LOGO: FLDNR
 BG4931_PROJECTION: RECESSED 13 CENTIMETERS
 BG4931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4931+STABILITY: SURFACE MOTION
 BG4931
 BG4931  HISTORY     - Date     Condition        Report By
 BG4931  HISTORY     - 1984     MONUMENTED       FLDT
 BG4931  HISTORY     - 1986     GOOD             FLDNR
 BG4931  HISTORY     - 20150408 MARK NOT FOUND   FLDEP
 BG4931
 BG4931                          STATION DESCRIPTION
 BG4931
 BG4931'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4931'16.8 MI EAST FROM PENSACOLA BEACH.
 BG4931'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4931'PENSACOLA BEACH, GO 16.8 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4931'THE MARK BEARS 20.3 FEET NORTH OF THE CENTERLINE OF THE ROAD, 85.6
 BG4931'FEET SOUTHEAST OF THE SOUTH CORNER OF AN APARTMENT BUILDING, 63.4
 BG4931'FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 54.2 FEET WEST OF A METAL
 BG4931'SIGN POST (SPEED LIMIT 45) AND 4 FEET SOUTH OF A METAL WITNESS POST.
 BG4931
 BG4931                          STATION RECOVERY (2015)
 BG4931
 BG4931'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (MAH)
 BG4931'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4932 ***********************************************************************
 BG4932  DESIGNATION -  48 84 B 46
 BG4932  PID         -  BG4932
 BG4932  STATE/COUNTY-  FL/SANTA ROSA
 BG4932  COUNTRY     -  US
 BG4932  USGS QUAD   -  NAVARRE (2018)
 BG4932
 BG4932                         *CURRENT SURVEY CONTROL
 BG4932  ______________________________________________________________________
 BG4932* NAD 83(1986) POSITION- 30 22 54.     (N) 086 51 41.     (W)   SCALED
 BG4932* NAVD 88 ORTHO HEIGHT -     2.090 (meters)        6.86  (feet) ADJUSTED
 BG4932  ______________________________________________________________________
 BG4932  GEOID HEIGHT    -        -27.255 (meters)                     GEOID18
 BG4932  DYNAMIC HEIGHT  -          2.087 (meters)        6.85  (feet) COMP
 BG4932  MODELED GRAVITY -    979,349.3   (mgal)                       NAVD 88
 BG4932
 BG4932  VERT ORDER      -  SECOND    CLASS I
 BG4932
 BG4932.The horizontal coordinates were scaled from a map and have
 BG4932.an estimated accuracy of +/- 6 seconds.
 BG4932
 BG4932.The orthometric height was determined by differential leveling and
 BG4932.adjusted by the NATIONAL GEODETIC SURVEY
 BG4932.in September 1996.
 BG4932
 BG4932.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4932.GEOID18 height accuracy estimate available here.
 BG4932
 BG4932.Click photographs - Photos may exist for this station.
 BG4932
 BG4932.The dynamic height is computed by dividing the NAVD 88
 BG4932.geopotential number by the normal gravity value computed on the
 BG4932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4932.degrees latitude (g = 980.6199 gals.).
 BG4932
 BG4932.The modeled gravity was interpolated from observed gravity values.
 BG4932
 BG4932;                    North         East    Units  Estimated Accuracy
 BG4932;SPC FL N     -   155,510.      373,060.      MT  (+/- 180 meters Scaled)
 BG4932
 BG4932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU133610(NAD 83)
 BG4932
 BG4932                          SUPERSEDED SURVEY CONTROL
 BG4932
 BG4932.No superseded survey control is available for this station.
 BG4932
 BG4932_MARKER: DB = BENCH MARK DISK
 BG4932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4932_STAMPING: 48 84 B46
 BG4932_MARK LOGO: FLDNR
 BG4932_PROJECTION: RECESSED 18 CENTIMETERS
 BG4932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4932+STABILITY: SURFACE MOTION
 BG4932
 BG4932  HISTORY     - Date     Condition        Report By
 BG4932  HISTORY     - 1984     MONUMENTED       FLDT
 BG4932  HISTORY     - 1986     GOOD             FLDNR
 BG4932  HISTORY     - 20150408 MARK NOT FOUND   FLDEP
 BG4932
 BG4932                          STATION DESCRIPTION
 BG4932
 BG4932'DESCRIBED BY FL DEPT OF NAT RES 1986
 BG4932'17.1 MI EAST FROM PENSACOLA BEACH.
 BG4932'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4932'PENSACOLA BEACH, GO 17.1 MILES EAST ON STATE ROAD 399 TO THE MARK.
 BG4932'THE MARK BEARS 19 FEET EAST OF THE CENTERLINE OF STATE ROAD 399
 BG4932'(NAVARRE BOULEVARD/ENTRANCE TO NAVARRE BEACH PAVILION), 43 FEET
 BG4932'NORTHEAST OF THE CENTERLINE OF A DRIVEWAY AND 20.5 FEET SOUTH OF A
 BG4932'UTILITY POLE FOR A CAUTION SIGNAL LIGHT.
 BG4932
 BG4932                          STATION RECOVERY (2015)
 BG4932
 BG4932'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (MAH)
 BG4932'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4637 ***********************************************************************
 BG4637  DESIGNATION -  48 84 B 47
 BG4637  PID         -  BG4637
 BG4637  STATE/COUNTY-  FL/SANTA ROSA
 BG4637  COUNTRY     -  US
 BG4637  USGS QUAD   -  NAVARRE (2018)
 BG4637
 BG4637                         *CURRENT SURVEY CONTROL
 BG4637  ______________________________________________________________________
 BG4637* NAD 83(1990) POSITION- 30 23 11.48014(N) 086 51 44.95084(W)   ADJUSTED
 BG4637* NAVD 88 ORTHO HEIGHT -     4.063 (meters)       13.33  (feet) ADJUSTED
 BG4637  ______________________________________________________________________
 BG4637  GEOID HEIGHT    -        -27.257 (meters)                     GEOID18
 BG4637  LAPLACE CORR    -          0.51  (seconds)                    DEFLEC18
 BG4637  DYNAMIC HEIGHT  -          4.057 (meters)       13.31  (feet) COMP
 BG4637  MODELED GRAVITY -    979,349.6   (mgal)                       NAVD 88
 BG4637
 BG4637  HORZ ORDER      -  THIRD
 BG4637  VERT ORDER      -  SECOND    CLASS I
 BG4637
 BG4637.The horizontal coordinates were established by classical geodetic methods
 BG4637.and adjusted by the National Geodetic Survey in December 1992.
 BG4637
 BG4637.The orthometric height was determined by differential leveling and
 BG4637.adjusted by the NATIONAL GEODETIC SURVEY
 BG4637.in October 2015.
 BG4637
 BG4637.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4637.GEOID18 height accuracy estimate available here.
 BG4637
 BG4637.Click photographs - Photos may exist for this station.
 BG4637
 BG4637.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG4637
 BG4637.The dynamic height is computed by dividing the NAVD 88
 BG4637.geopotential number by the normal gravity value computed on the
 BG4637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4637.degrees latitude (g = 980.6199 gals.).
 BG4637
 BG4637.The modeled gravity was interpolated from observed gravity values.
 BG4637
 BG4637. The following values were computed from the NAD 83(1990) position.
 BG4637
 BG4637;                    North         East     Units Scale Factor Converg.
 BG4637;SPC FL N     -   156,045.511   372,967.318   MT  0.99995572   -1 11 14.0
 BG4637;SPC FL N     -   511,959.31  1,223,643.61   sFT  0.99995572   -1 11 14.0
 BG4637;UTM  16      - 3,361,624.432   513,211.181   MT  0.99960215   +0 04 10.4
 BG4637
 BG4637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4637!SPC FL N     -   1.00000364  x   0.99995572  =   0.99995936
 BG4637!UTM  16      -   1.00000364  x   0.99960215  =   0.99960579
 BG4637
 BG4637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU1321161624(NAD 83)
 BG4637
 BG4637                          SUPERSEDED SURVEY CONTROL
 BG4637
 BG4637  NAD 83(1990)-  30 23 11.47984(N)    086 51 44.95271(W) AD(       ) 3
 BG4637  NAD 83(1986)-  30 23 11.47391(N)    086 51 44.96564(W) AD(       ) 3
 BG4637  NAVD 88 (09/06/96)    4.064  (m)           13.33   (f) SUPERSEDED  2 1
 BG4637  NGVD 29 (11/30/89)    5.1    (m)           17.     (f) VERT ANG       
 BG4637
 BG4637.Superseded values are not recommended for survey control.
 BG4637
 BG4637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4637.See file dsdata.pdf to determine how the superseded data were derived.
 BG4637
 BG4637_MARKER: DD = SURVEY DISK
 BG4637_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4637_SP_SET: BRIDGE CURB
 BG4637_STAMPING: 48 84 B47
 BG4637_MARK LOGO: FLDNR
 BG4637_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4637+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2015
 BG4637
 BG4637  HISTORY     - Date     Condition        Report By
 BG4637  HISTORY     - 1984     MONUMENTED       FLDNR
 BG4637  HISTORY     - 1986     GOOD             FLDNR
 BG4637  HISTORY     - 20150408 GOOD             FLDEP
 BG4637
 BG4637                          STATION DESCRIPTION
 BG4637
 BG4637'DESCRIBED BY FL DEPT OF NAT RES 1984 (WVH)
 BG4637'THE STATION IS LOCATED ON THE SOUTHWEST CORNER OF THE NAVARRE BEACH
 BG4637'BRIDGE OVER SANTA ROSA SOUND. (THE SECOND BRIDGE SOUTH FROM THE TOLL
 BG4637'BOOTH.)
 BG4637'
 BG4637'TO REACH THE STATION FROM THE TOLL BOOTH ENTRANCE TO THE BRIDGE JUST
 BG4637'SOUTH FROM THE JUNCTION THE BRIDGE ROAD MAKES WITH US 98, GO SOUTH ON
 BG4637'THE TOLL BRIDGE ROAD ACROSS BOTH BRIDGES 0.85 MI TO THE STATION ON THE
 BG4637'RIGHT, WITH YELLOW TAPE MARKING AN X OVER THE DISK.
 BG4637'
 BG4637'STATION MARK IS A STANDARD FL DEPARTMENT OF NATURAL RESOURCES DISK
 BG4637'STAMPED---48 84 B47---, SET INTO A DRILL HOLE IN THE CONCRETE AT THE
 BG4637'ENTRANCE TO THE SIDEWALK.  IT IS LOCATED 6.22 M (20.4 FT) WEST FROM A
 BG4637'PK NAIL WITH WASHER IN THE CENTER OF THE ROAD, AND 0.59 M (1.9 FT)
 BG4637'SOUTH FROM THE SOUTH END OF THE METAL GUARD RAIL, AND 0.73 M (2.4 FT)
 BG4637'NORTH FROM THE SOUTH EDGE OF THE CONCRETE WING WALL.
 BG4637'
 BG4637'HEIGHT OF LIGHT SHOWN WAS 1.8 METERS ABOVE THE MARK.  DESCRIBED BY J.
 BG4637'DANIEL.
 BG4637
 BG4637                          STATION RECOVERY (1986)
 BG4637
 BG4637'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 BG4637'17.45 MI EAST FROM PENSACOLA BEACH.
 BG4637'BEGIN AT THE JUNCTION OF FORT PICKENS ROAD WITH STATE ROAD 399, IN
 BG4637'PENSACOLA BEACH, GO 17.1 MILES EAST ON STATE ROAD 399 TO THE POINT
 BG4637'WHERE STATE ROAD 399 TURNS NORTH LEADING TO THE BRIDGE OVER SANTA
 BG4637'ROSA SOUND, GO 0.35 MILE NORTH ON THE ROAD TO THE SOUTH END OF THE
 BG4637'SOUTHMOST BRIDGE AND THE MARK.  THE MARK BEARS 16.3 FEET WEST OF THE
 BG4637'CENTERLINE OF THE ROAD, 3.9 FEET EAST OF THE SOUTHWEST END OF THE
 BG4637'CONCRETE RAIL AND 3.3 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST END OF A
 BG4637'METAL GUARDRAIL.
 BG4637
 BG4637                          STATION RECOVERY (2015)
 BG4637
 BG4637'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (PBM)
 BG4637'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8162 ***********************************************************************
 AD8162  DESIGNATION -  48 BRP
 AD8162  PID         -  AD8162
 AD8162  STATE/COUNTY-  FL/PALM BEACH
 AD8162  COUNTRY     -  US
 AD8162  USGS QUAD   -  LAKE HARBOR SE (2018)
 AD8162
 AD8162                         *CURRENT SURVEY CONTROL
 AD8162  ______________________________________________________________________
 AD8162* NAD 83(1986) POSITION- 26 33 55.00   (N) 080 50 32.60   (W)   HD_HELD1
 AD8162* NAVD 88 ORTHO HEIGHT -     5.439 (meters)       17.84  (feet) ADJUSTED
 AD8162  ______________________________________________________________________
 AD8162  GEOID HEIGHT    -        -24.852 (meters)                     GEOID18
 AD8162  DYNAMIC HEIGHT  -          5.431 (meters)       17.82  (feet) COMP
 AD8162  MODELED GRAVITY -    979,087.0   (mgal)                       NAVD 88
 AD8162
 AD8162  VERT ORDER      -  SECOND    CLASS I
 AD8162
 AD8162.The horizontal coordinates were determined by differentially corrected
 AD8162.hand held GPS observations or other comparable positioning techniques
 AD8162.and have an estimated accuracy of +/- 3 meters.
 AD8162
 AD8162.The orthometric height was determined by differential leveling and
 AD8162.adjusted by the NATIONAL GEODETIC SURVEY
 AD8162.in May 2003.
 AD8162
 AD8162.No vertical observational check was made to the station.
 AD8162
 AD8162.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8162.GEOID18 height accuracy estimate available here.
 AD8162
 AD8162.Click photographs - Photos may exist for this station.
 AD8162
 AD8162.The dynamic height is computed by dividing the NAVD 88
 AD8162.geopotential number by the normal gravity value computed on the
 AD8162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8162.degrees latitude (g = 980.6199 gals.).
 AD8162
 AD8162.The modeled gravity was interpolated from observed gravity values.
 AD8162
 AD8162;                    North         East    Units  Estimated Accuracy
 AD8162;SPC FL E     -   247,249.3     215,702.5     MT  (+/- 3 meters HH1 GPS) 
 AD8162
 AD8162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK1569738296(NAD 83)
 AD8162
 AD8162                          SUPERSEDED SURVEY CONTROL
 AD8162
 AD8162  NAVD 88 (09/17/01)    5.475  (m)           17.96   (f) SUPERSEDED  2 1
 AD8162  NAVD 88 (10/26/99)    5.457  (m)           17.90   (f) SUPERSEDED  1 2
 AD8162  NAVD 88 (09/04/92)    5.461  (m)           17.92   (f) SUPERSEDED  1 2
 AD8162  NGVD 29 (09/01/92)    5.892  (m)           19.33   (f) ADJUSTED    1 2
 AD8162
 AD8162.Superseded values are not recommended for survey control.
 AD8162
 AD8162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8162.See file dsdata.pdf to determine how the superseded data were derived.
 AD8162
 AD8162_MARKER: DD = SURVEY DISK
 AD8162_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8162_SP_SET: WINGWALL
 AD8162_STAMPING: 48 BRP 1969
 AD8162_MARK LOGO: USGS
 AD8162_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8162+STABILITY: SURFACE MOTION
 AD8162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8162+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2019
 AD8162
 AD8162  HISTORY     - Date     Condition        Report By
 AD8162  HISTORY     - 1969     MONUMENTED       USGS
 AD8162  HISTORY     - 19920317 GOOD             NGS
 AD8162  HISTORY     - 20000301 GOOD             FLDEP
 AD8162  HISTORY     - 20021111 GOOD             NGS
 AD8162  HISTORY     - 20181218 GOOD             INDIV
 AD8162  HISTORY     - 20190109 GOOD             PICKET
 AD8162
 AD8162                          STATION DESCRIPTION
 AD8162
 AD8162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8162'14.9 KM (9.25 MI) SOUTHERLY ALONG MIAMI CANAL ROAD AND THE WEST LEVEE
 AD8162'ROAD OF THE MIAMI CANAL FROM THE POST OFFICE IN LAKE HARBOR, IN TOP
 AD8162'OF AND 0.3 M (1.0 FT) SOUTH OF THE NORTH END OF THE WEST CONCRETE
 AD8162'ABUTMENT OF A BRIDGE SPANNING THE MIAMI CANAL, 17.1 M (56.1 FT) EAST
 AD8162'OF THE CENTER OF THE ROAD, AND 2.7 M (8.9 FT) NORTH OF AND LEVEL WITH
 AD8162'THE CENTER OF THE BRIDGE.
 AD8162
 AD8162                          STATION RECOVERY (2000)
 AD8162
 AD8162'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AD8162'THE MARK IS ABOUT 13.6 MI (21.9 KM) SOUTHWEST OF SOUTHBAY, 9.2 MI
 AD8162'(14.8 KM) SOUTH OF LAKE HARBOR (ON THE EAST LEVEE ROAD OF THE MIAMI
 AD8162'CANAL), IN SECTION 21, TOWNSHIP 45 SOUTH, RANGE 35 EAST. TO REACH THE
 AD8162'MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROAD 80 IN SOUTH
 AD8162'BAY, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.8 MI (6.1 KM) TO THE JUNCTION
 AD8162'OF COUNTY ROAD 827 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 827 AND GO
 AD8162'WEST FOR 4.8 MI (7.7 KM) TO THE END OF THE PAVEMENT, CONTINUE WEST ON
 AD8162'COUNTY ROAD 827 FOR 2.95 MI (4.75 KM) TO THE JUNCTION OF MIAMI CANAL
 AD8162'(EAST SIDE), TURN LEFT ON THE LEVEE ROAD AND GO SOUTH FOR 3.1 MI (5.0
 AD8162'KM) TO THE T-JUNCTION OF A PAVED ROAD AND THE MARK ON THE RIGHT, SET
 AD8162'IN THE TOP OF THE NORTHWEST CORNER OF THE BRIDGE WINGWALL OVER THE
 AD8162'MIAMI CANAL. LOCATED 143.0 FT (43.6 M) WEST OF THE APPROXIMATE
 AD8162'CENTERLINE OF THE LEVEE ROAD (EAST SIDE) OF THE MIAMI CANAL, 60.0 FT
 AD8162'(18.3 M) EAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD (WEST
 AD8162'SIDE) OF THE MIAMI CANAL AND 10.0 FT (3.0 M) NORTH OF THE APPROXIMATE
 AD8162'CENTERLINE OF THE BRIDGE.
 AD8162
 AD8162                          STATION RECOVERY (2002)
 AD8162
 AD8162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002
 AD8162'RECOVERED IN GOOD CONDITION.
 AD8162
 AD8162                          STATION RECOVERY (2018)
 AD8162
 AD8162'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (MA)
 AD8162'RECOVERED IN GOOD CONDITION.
 AD8162
 AD8162                          STATION RECOVERY (2019)
 AD8162
 AD8162'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2019 (JF)
 AD8162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7719 ***********************************************************************
 AL7719  DESIGNATION -  48 ERS TT
 AL7719  PID         -  AL7719
 AL7719  STATE/COUNTY-  FL/HERNANDO
 AL7719  COUNTRY     -  US
 AL7719  USGS QUAD   -  WEEKI WACHEE SPRING (2018)
 AL7719
 AL7719                         *CURRENT SURVEY CONTROL
 AL7719  ______________________________________________________________________
 AL7719* NAD 83(1986) POSITION- 28 32 46.58   (N) 082 37 05.20   (W)   HD_HELD1
 AL7719* NAVD 88 ORTHO HEIGHT -     1.676 (meters)        5.50  (feet) POSTED
 AL7719  ______________________________________________________________________
 AL7719  GEOID HEIGHT    -        -26.450 (meters)                     GEOID18
 AL7719  DYNAMIC HEIGHT  -          1.67  (meters)        5.5   (feet) COMP
 AL7719  MODELED GRAVITY -    979,208.1   (mgal)                       NAVD 88
 AL7719
 AL7719  VERT ORDER      -  * POSTED, SEE BELOW
 AL7719
 AL7719.The horizontal coordinates were determined by differentially corrected
 AL7719.hand held GPS observations or other comparable positioning techniques
 AL7719.and have an estimated accuracy of +/- 3 meters.
 AL7719
 AL7719.The orthometric height was determined by differential leveling
 AL7719.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AL7719
 AL7719.* This is a POSTED BENCH MARK height.
 AL7719
 AL7719.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7719.GEOID18 height accuracy estimate available here.
 AL7719
 AL7719.Click photographs - Photos may exist for this station.
 AL7719
 AL7719.The dynamic height is computed by dividing the NAVD 88
 AL7719.geopotential number by the normal gravity value computed on the
 AL7719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7719.degrees latitude (g = 980.6199 gals.).
 AL7719
 AL7719.The modeled gravity was interpolated from observed gravity values.
 AL7719
 AL7719;                    North         East    Units  Estimated Accuracy
 AL7719;SPC FL W     -   466,901.3     139,513.7     MT  (+/- 3 meters HH1 GPS) 
 AL7719
 AL7719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4170158786(NAD 83)
 AL7719
 AL7719                          SUPERSEDED SURVEY CONTROL
 AL7719
 AL7719.No superseded survey control is available for this station.
 AL7719
 AL7719_MARKER: DD = SURVEY DISK
 AL7719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AL7719_STAMPING: 1952 48 ERS TT 6
 AL7719_MARK LOGO: USGS
 AL7719_PROJECTION: PROJECTING 13 CENTIMETERS
 AL7719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7719+STABILITY: SURFACE MOTION
 AL7719
 AL7719  HISTORY     - Date     Condition        Report By
 AL7719  HISTORY     - 1952     MONUMENTED       USGS
 AL7719  HISTORY     - 1985     GOOD             FLDNR
 AL7719  HISTORY     - 19910116 GOOD             USPSQD
 AL7719  HISTORY     - 20070327 MARK NOT FOUND   FLDEP
 AL7719
 AL7719                          STATION DESCRIPTION
 AL7719
 AL7719'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7719'3.45 MI WEST FROM WEEKI WACHEE.
 AL7719'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 50, GO
 AL7719'3.45 MILES WEST ON STATE ROAD 50 TO THE MARK.  THE MARK IS 0.2 MILE
 AL7719'WEST OF THE JUNCTION OF COUNTY ROAD C-595, 47 FEET SOUTH OF THE
 AL7719'CENTERLINE OF STATE ROAD 50, 16 FEET EAST OF A POWER POLE, AND 0.5
 AL7719'FOOT SOUTH OF A WITNESS POST.
 AL7719'THE MARK IS 1 FT BELOW HIGHWAY.
 AL7719
 AL7719                          STATION RECOVERY (1991)
 AL7719
 AL7719'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7719'RECOVERED IN GOOD CONDITION.
 AL7719
 AL7719                          STATION RECOVERY (2007)
 AL7719
 AL7719'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AL7719'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5115 ***********************************************************************
 AB5115  DESIGNATION -  48 JAS
 AB5115  PID         -  AB5115
 AB5115  STATE/COUNTY-  FL/MARION
 AB5115  COUNTRY     -  US
 AB5115  USGS QUAD   -  LAKE WEIR (2018)
 AB5115
 AB5115                         *CURRENT SURVEY CONTROL
 AB5115  ______________________________________________________________________
 AB5115* NAD 83(1986) POSITION- 29 05 10.     (N) 081 52 54.     (W)   SCALED
 AB5115* NAVD 88 ORTHO HEIGHT -    23.179 (meters)       76.05  (feet) ADJUSTED
 AB5115  ______________________________________________________________________
 AB5115  GEOID HEIGHT    -        -28.027 (meters)                     GEOID18
 AB5115  DYNAMIC HEIGHT  -         23.146 (meters)       75.94  (feet) COMP
 AB5115  MODELED GRAVITY -    979,228.1   (mgal)                       NAVD 88
 AB5115
 AB5115  VERT ORDER      -  SECOND    CLASS I
 AB5115
 AB5115.The horizontal coordinates were scaled from a map and have
 AB5115.an estimated accuracy of +/- 6 seconds.
 AB5115
 AB5115.The orthometric height was determined by differential leveling and
 AB5115.adjusted by the NATIONAL GEODETIC SURVEY
 AB5115.in September 1996.
 AB5115
 AB5115.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5115.GEOID18 height accuracy estimate available here.
 AB5115
 AB5115.Click photographs - Photos may exist for this station.
 AB5115
 AB5115.The dynamic height is computed by dividing the NAVD 88
 AB5115.geopotential number by the normal gravity value computed on the
 AB5115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5115.degrees latitude (g = 980.6199 gals.).
 AB5115
 AB5115.The modeled gravity was interpolated from observed gravity values.
 AB5115
 AB5115;                    North         East    Units  Estimated Accuracy
 AB5115;SPC FL W     -   526,580.      211,520.      MT  (+/- 180 meters Scaled)
 AB5115
 AB5115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN141178(NAD 83)
 AB5115
 AB5115                          SUPERSEDED SURVEY CONTROL
 AB5115
 AB5115.No superseded survey control is available for this station.
 AB5115
 AB5115_MARKER: DB = BENCH MARK DISK
 AB5115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5115_STAMPING: 48 JAS 1966
 AB5115_MARK LOGO: USGS
 AB5115_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5115+STABILITY: SURFACE MOTION
 AB5115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5115+SATELLITE: SATELLITE OBSERVATIONS - December 28, 1993
 AB5115
 AB5115  HISTORY     - Date     Condition        Report By
 AB5115  HISTORY     - 1966     MONUMENTED       USGS
 AB5115  HISTORY     - 19931228 GOOD             FLDEP
 AB5115  HISTORY     - 20030709 MARK NOT FOUND   FLDEP
 AB5115
 AB5115                          STATION DESCRIPTION
 AB5115
 AB5115'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AB5115'THE MARK IS ABOUT 14.0 MI (22.5 KM) SOUTHEAST OF SILVER SPRINGS, 4.0
 AB5115'MI (6.4 KM) NORTHEAST OF OKLAWAHA IN SECTION 23, TOWNSHIP 16 SOUTH,
 AB5115'RANGE 24 EAST.  TO REACH THE MARK FROM THE T-JUNCTION OF COUNTY ROAD
 AB5115'25 AND COUNTY ROAD 464C IN OKLAWAHA, GO NORTH ON COUNTY ROAD 464C FOR
 AB5115'4.5 MI (7.2 KM) TO THE T-JUNCTION OF COUNTY ROAD 314A AND THE MARK ON
 AB5115'THE LEFT, SET IN TOP OF A SQUARE CONCRETE MONUMENT PROJECTING 0.3 FT
 AB5115'(9.1 CM) ABOVE THE LEVEL OF THE GROUND AND APPROXIMATELY 1.5 FT (0.5
 AB5115'M) ABOVE THE LEVEL OF COUNTY ROAD 314A.  LOCATED 93.2 FT (28.4 M)
 AB5115'NORTH AND ACROSS COUNTY ROAD 464C FROM A METAL TELEPHONE BOX NUMBER
 AB5115'260, 58.4 FT (17.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY
 AB5115'ROAD 464C, 43.7 FT (13.3 M) WEST OF THE APPROXIMATE CENTERLINE OF
 AB5115'COUNTY ROAD 314A AND 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST.
 AB5115
 AB5115                          STATION RECOVERY (2003)
 AB5115
 AB5115'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AB5115'FOUND MONUMENT WITH DISK REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG1669 ***********************************************************************
 BG1669  DESIGNATION -  48.7
 BG1669  PID         -  BG1669
 BG1669  STATE/COUNTY-  FL/ESCAMBIA
 BG1669  COUNTRY     -  US
 BG1669  USGS QUAD   -  LILLIAN (2018)
 BG1669
 BG1669                         *CURRENT SURVEY CONTROL
 BG1669  ______________________________________________________________________
 BG1669* NAD 83(1986) POSITION- 30 23 51.4    (N) 087 24 21.6    (W)   HD_HELD2
 BG1669* NAVD 88 ORTHO HEIGHT -     8.225 (meters)       26.98  (feet) ADJUSTED
 BG1669* NAVD 88 EPOCH        -  2009.55
 BG1669  **This station is located in a suspected subsidence area (see below).
 BG1669  ______________________________________________________________________
 BG1669  GEOID HEIGHT    -        -27.586 (meters)                     GEOID18
 BG1669  DYNAMIC HEIGHT  -          8.214 (meters)       26.95  (feet) COMP
 BG1669  MODELED GRAVITY -    979,341.3   (mgal)                       NAVD 88
 BG1669
 BG1669  VERT ORDER      -  SECOND    CLASS I
 BG1669
 BG1669.The horizontal coordinates were established by autonomous hand held GPS
 BG1669.observations and have an estimated accuracy of +/- 10 meters.
 BG1669
 BG1669.** This station is in an area of known vertical motion.  Due to the
 BG1669.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG1669.** determined the orthometric heights for marks in these suspect
 BG1669.** subsidence areas should be considered valid only at the epoch date
 BG1669.** associated with the orthometric height.  These heights must always
 BG1669.** be validated when used as control.  All previously superseded
 BG1669.** orthometric heights are now considered suspect and are available
 BG1669.** in the superseded section.  NGS does not recommend using suspect
 BG1669.** or superseded heights as control.
 BG1669
 BG1669.The orthometric height was determined by differential leveling and
 BG1669.adjusted by the NATIONAL GEODETIC SURVEY
 BG1669.in July 2012.
 BG1669
 BG1669.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG1669.GEOID18 height accuracy estimate available here.
 BG1669
 BG1669.Click photographs - Photos may exist for this station.
 BG1669
 BG1669.The dynamic height is computed by dividing the NAVD 88
 BG1669.geopotential number by the normal gravity value computed on the
 BG1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG1669.degrees latitude (g = 980.6199 gals.).
 BG1669
 BG1669.The modeled gravity was interpolated from observed gravity values.
 BG1669
 BG1669;                    North         East    Units  Estimated Accuracy
 BG1669;SPC FL N     -   158,481.      320,778.      MT  (+/- 10 meters HH2 GPS)
 BG1669
 BG1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU6099962915(NAD 83)
 BG1669
 BG1669                          SUPERSEDED SURVEY CONTROL
 BG1669
 BG1669  NAVD 88 (06/15/91)    8.240  (m)           27.03   (f) SUPERSEDED  2 0
 BG1669  NGVD 29 (??/??/92)    8.323  (m)           27.31   (f) ADJ UNCH    2 0
 BG1669
 BG1669.Superseded values are not recommended for survey control.
 BG1669
 BG1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG1669.See file dsdata.pdf to determine how the superseded data were derived.
 BG1669
 BG1669_MARKER: DD = SURVEY DISK
 BG1669_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG1669_STAMPING: 48-7 27.16 1945
 BG1669_MARK LOGO: FLSRD
 BG1669_PROJECTION: PROJECTING 5 CENTIMETERS
 BG1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG1669+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2014
 BG1669
 BG1669  HISTORY     - Date     Condition        Report By
 BG1669  HISTORY     - 1945     MONUMENTED       FLSRD
 BG1669  HISTORY     - 1977     GOOD             FLDNR
 BG1669  HISTORY     - 20030530 MARK NOT FOUND   USPSQD
 BG1669  HISTORY     - 20070703 GOOD             FL-033
 BG1669  HISTORY     - 20070710 GOOD             INDIV
 BG1669  HISTORY     - 20141008 GOOD             FLDEP
 BG1669
 BG1669                          STATION DESCRIPTION
 BG1669
 BG1669'DESCRIBED BY FLORIDA STATEROAD DEPARTMENT 1945
 BG1669'8.8 MI W FROM WEST PENSACOLA.
 BG1669'8.8 MILES WEST ALONG STATE HIGHWAY 125 (THE LILLIAN ROAD)
 BG1669'FROM THE JUNCTION OF U.S. HIGHWAY 90 AT WEST PENSACOLA, ESCAMBIA
 BG1669'COUNTY, 1.9 MILES WEST OF THE JUNCTION OF A TAR ROAD LEADING
 BG1669'SOUTH TO GULF BEACH HIGHWAY, AT THE T-JUNCTION OF A ROAD LEADING
 BG1669'SOUTH TO BRONSON FIELD, 75 FEET SOUTH OF THE CENTER LINE OF THE
 BG1669'HIGHWAY, 51 FEET EAST OF THE CENTER LINE OF THE AIRPORT ROAD,
 BG1669'AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A FLORIDA
 BG1669'STATE ROAD DEPARTMENT STANDARD DISK, STAMPED 48.7 27.16 1945
 BG1669'AND SET IN THE TOP OF A CONCRETE POST.
 BG1669
 BG1669                          STATION RECOVERY (1977)
 BG1669
 BG1669'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BG1669'RECOVERED IN GOOD CONDITION.
 BG1669
 BG1669                          STATION RECOVERY (2003)
 BG1669
 BG1669'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG1669'WITNESS POST AND SIGN ARE ON SITE.  COULD NOT RECOVER MARKER.
 BG1669
 BG1669                          STATION RECOVERY (2007)
 BG1669
 BG1669'RECOVERY NOTE BY ESCAMBIA COUNTY FLORIDA 2007 (WFB)
 BG1669'RECOVERED IN GOOD CONDITION.
 BG1669
 BG1669                          STATION RECOVERY (2007)
 BG1669
 BG1669'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (SS)
 BG1669'RECOVERED AS DESCRIBED
 BG1669
 BG1669                          STATION RECOVERY (2014)
 BG1669
 BG1669'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (JRH)
 BG1669'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7569 ***********************************************************************
 AJ7569  DESIGNATION -  482624 3 9898
 AJ7569  PID         -  AJ7569
 AJ7569  STATE/COUNTY-  FL/COLLIER
 AJ7569  COUNTRY     -  US
 AJ7569  USGS QUAD   -  CORKSCREW SW (2018)
 AJ7569
 AJ7569                         *CURRENT SURVEY CONTROL
 AJ7569  ______________________________________________________________________
 AJ7569* NAD 83(1986) POSITION- 26 16 24.1    (N) 081 40 23.2    (W)   HD_HELD2
 AJ7569* NAVD 88 ORTHO HEIGHT -     4.198 (meters)       13.77  (feet) ADJUSTED
 AJ7569  ______________________________________________________________________
 AJ7569  GEOID HEIGHT    -        -23.931 (meters)                     GEOID18
 AJ7569  DYNAMIC HEIGHT  -          4.192 (meters)       13.75  (feet) COMP
 AJ7569  MODELED GRAVITY -    979,046.8   (mgal)                       NAVD 88
 AJ7569
 AJ7569  VERT ORDER      -  FIRST     CLASS II
 AJ7569
 AJ7569.The horizontal coordinates were established by autonomous hand held GPS
 AJ7569.observations and have an estimated accuracy of +/- 10 meters.
 AJ7569
 AJ7569.The orthometric height was determined by differential leveling and
 AJ7569.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7569.in February 2002.
 AJ7569
 AJ7569.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7569.GEOID18 height accuracy estimate available here.
 AJ7569
 AJ7569.Click photographs - Photos may exist for this station.
 AJ7569
 AJ7569.The dynamic height is computed by dividing the NAVD 88
 AJ7569.geopotential number by the normal gravity value computed on the
 AJ7569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7569.degrees latitude (g = 980.6199 gals.).
 AJ7569
 AJ7569.The modeled gravity was interpolated from observed gravity values.
 AJ7569
 AJ7569;                    North         East    Units  Estimated Accuracy
 AJ7569;SPC FL E     -   215,074.      132,769.      MT  (+/- 10 meters HH2 GPS)
 AJ7569
 AJ7569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK3279206132(NAD 83)
 AJ7569
 AJ7569                          SUPERSEDED SURVEY CONTROL
 AJ7569
 AJ7569.No superseded survey control is available for this station.
 AJ7569
 AJ7569_MARKER: DD = SURVEY DISK
 AJ7569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7569_STAMPING: 482624 3 9898 1998
 AJ7569_MARK LOGO: DENI
 AJ7569_PROJECTION: RECESSED 2 CENTIMETERS
 AJ7569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ7569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7569+STABILITY: SURFACE MOTION
 AJ7569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7569+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2001
 AJ7569
 AJ7569  HISTORY     - Date     Condition        Report By
 AJ7569  HISTORY     - 1998     MONUMENTED       DENI
 AJ7569  HISTORY     - 20010708 GOOD             LDBLS
 AJ7569  HISTORY     - 20050201 MARK NOT FOUND   INDIV
 AJ7569  HISTORY     - 20121107 MARK NOT FOUND   FL-021
 AJ7569
 AJ7569                          STATION DESCRIPTION
 AJ7569
 AJ7569'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7569'THE MARK IS ABOUT 24.6 KM (15.3 MI) NORTHEAST OF NAPLES, ABOUT 40.1 KM
 AJ7569'(24.92
 AJ7569'MI) SOUTHWEST OF IMMOKALEE, IN SECTION 23, TOWNSHIP 48 SOUTH, RANGE 26
 AJ7569'EAST,
 AJ7569'COLLIER COUNTY, FLORIDA. OWNERSHIP - COLLIER COUNTY
 AJ7569'
 AJ7569'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AJ7569'COUNTY
 AJ7569'ROAD 846 (I-75 EXIT 17) GO EAST ON COUNTY ROAD 846 5.3 KM (3.3 MI) TO
 AJ7569'THE
 AJ7569'INTERSECTION WITH COUNTY ROAD 951, CONTINUE EAST ON COUNTY ROAD 846
 AJ7569'1.6 KM
 AJ7569'(1.0 MI) TO WOODCREST DRIVE AND THE MARK ON THE LEFT.
 AJ7569'
 AJ7569'THE MARK IS A SURVEY DISK 32.16 M (105.5 FT) NORTHEAST OF A WOOD POWER
 AJ7569'POLE
 AJ7569'WITH NUMBERS 25905, 7262 AND 7249, 53.13 M (174.3 FT) NORTHWEST OF
 AJ7569'WOOD POWER
 AJ7569'POLE NUMBER 2756, 14.69 M (48.2 FT) NORTH OF THE CENTERLINE OF COUNTY
 AJ7569'ROAD
 AJ7569'846, 8.69 M (28.5 FT) EAST OF THE EXTENDED CENTERLINE OF WOODCREST
 AJ7569'DRIVE, 1.52
 AJ7569'M (5.0 FT) SOUTH OF A SOUTH CANAL BANK AND 0.18 M (0.6 FT) SOUTH OF A
 AJ7569'METAL
 AJ7569'WITNESS POST. THE DATUM POINT IS SET IN THE TOP OF A CONCRETE
 AJ7569'MONUMENT, 2 CM
 AJ7569'(0.08 FT) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.46 (1.5 FT) BELOW
 AJ7569'THE
 AJ7569'LEVEL OF THE HIGHWAY.
 AJ7569'
 AJ7569'NOTE - A MAGNET WAS BURIED 0.06 M (0.2 FT) BELOW THE LEVEL OF THE
 AJ7569'MARK, 0.23 M
 AJ7569'(0.75 FT) SOUTH OF THE MARK.
 AJ7569'
 AJ7569
 AJ7569                          STATION RECOVERY (2005)
 AJ7569
 AJ7569'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AJ7569'MARK NOT FOUND.
 AJ7569
 AJ7569                          STATION RECOVERY (2012)
 AJ7569
 AJ7569'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AJ7569'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ3316 ***********************************************************************
 AJ3316  DESIGNATION -  49
 AJ3316  PID         -  AJ3316
 AJ3316  STATE/COUNTY-  FL/OKEECHOBEE
 AJ3316  COUNTRY     -  US
 AJ3316  USGS QUAD   -  FORT DRUM (2018)
 AJ3316
 AJ3316                         *CURRENT SURVEY CONTROL
 AJ3316  ______________________________________________________________________
 AJ3316* NAD 83(1986) POSITION- 27 36 59.     (N) 080 51 31.     (W)   SCALED
 AJ3316* NAVD 88 ORTHO HEIGHT -    20.718 (meters)       67.97  (feet) ADJUSTED
 AJ3316  ______________________________________________________________________
 AJ3316  GEOID HEIGHT    -        -26.758 (meters)                     GEOID18
 AJ3316  DYNAMIC HEIGHT  -         20.687 (meters)       67.87  (feet) COMP
 AJ3316  MODELED GRAVITY -    979,158.3   (mgal)                       NAVD 88
 AJ3316
 AJ3316  VERT ORDER      -  SECOND    CLASS I
 AJ3316
 AJ3316.The horizontal coordinates were scaled from a map and have
 AJ3316.an estimated accuracy of +/- 6 seconds.
 AJ3316
 AJ3316.The orthometric height was determined by differential leveling and
 AJ3316.adjusted by the NATIONAL GEODETIC SURVEY
 AJ3316.in October 2001.
 AJ3316
 AJ3316.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ3316.GEOID18 height accuracy estimate available here.
 AJ3316
 AJ3316.Click photographs - Photos may exist for this station.
 AJ3316
 AJ3316.The dynamic height is computed by dividing the NAVD 88
 AJ3316.geopotential number by the normal gravity value computed on the
 AJ3316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3316.degrees latitude (g = 980.6199 gals.).
 AJ3316
 AJ3316.The modeled gravity was interpolated from observed gravity values.
 AJ3316
 AJ3316;                    North         East    Units  Estimated Accuracy
 AJ3316;SPC FL E     -   363,710.      213,960.      MT  (+/- 180 meters Scaled)
 AJ3316
 AJ3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL139547(NAD 83)
 AJ3316
 AJ3316                          SUPERSEDED SURVEY CONTROL
 AJ3316
 AJ3316.No superseded survey control is available for this station.
 AJ3316
 AJ3316_MARKER: DD = SURVEY DISK
 AJ3316_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AJ3316_STAMPING: BM 49
 AJ3316_MARK LOGO: FLDT
 AJ3316_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3316+SATELLITE: SATELLITE OBSERVATIONS - November 12, 1999
 AJ3316
 AJ3316  HISTORY     - Date     Condition        Report By
 AJ3316  HISTORY     - UNK      MONUMENTED       FLDT
 AJ3316  HISTORY     - 19991112 GOOD             FLDEP
 AJ3316  HISTORY     - 20211107 MARK NOT FOUND   GEOCAC
 AJ3316
 AJ3316                          STATION DESCRIPTION
 AJ3316
 AJ3316'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ3316'THE MARK IS ABOUT 28.1 MI (45.2 KM) NORTH OF OKEECHOBEE, 6.5 MI (10.5
 AJ3316'KM) SOUTH OF YEEHAW JUNCTION ON THE WEST RIGHT-OF-WAY OF U.S. HIGHWAY
 AJ3316'441, IN SECTION 7, TOWNSHIP 33 SOUTH, RANGE 35 EAST. TO REACH THE MARK
 AJ3316'FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 IN YEEHAW
 AJ3316'JUNCTION, GO SOUTHEASTERLY ON U.S. HIGHWAY 441 FOR 6.5 MI (10.5 KM) TO
 AJ3316'THE MARK ON THE RIGHT, SET IN THE TOP OF A PREFABRICATED CONCRETE POST
 AJ3316'RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3
 AJ3316'M) BELOW THE LEVEL OF U.S. HIGHWAY 441. LOCATED ABOUT 247.0 FT (75.3
 AJ3316'M) SOUTHWEST OF THE CENTER OF A CHAINLINK GATE, 94.4 FT (28.8 M)
 AJ3316'WEST-SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 441, 5.3 FT (1.6 M)
 AJ3316'NORTHEAST OF A BARBED WIRE FENCE AND 0.9 FT (27.4 CM) NORTHEAST OF A
 AJ3316'DOT METAL WITNESS POST.
 AJ3316
 AJ3316                          STATION RECOVERY (2021)
 AJ3316
 AJ3316'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AJ3316'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1548 ***********************************************************************
 DO1548  DESIGNATION -  49 00 A115 V
 DO1548  PID         -  DO1548
 DO1548  STATE/COUNTY-  FL/FRANKLIN
 DO1548  COUNTRY     -  US
 DO1548  USGS QUAD   -  BEVERLY (2018)
 DO1548
 DO1548                         *CURRENT SURVEY CONTROL
 DO1548  ______________________________________________________________________
 DO1548* NAD 83(1986) POSITION- 29 49 24.0    (N) 084 54 14.0    (W)   HD_HELD2
 DO1548* NAVD 88 ORTHO HEIGHT -     4.602 (meters)       15.10  (feet) ADJUSTED
 DO1548  ______________________________________________________________________
 DO1548  GEOID HEIGHT    -        -27.202 (meters)                     GEOID18
 DO1548  DYNAMIC HEIGHT  -          4.596 (meters)       15.08  (feet) COMP
 DO1548  MODELED GRAVITY -    979,315.0   (mgal)                       NAVD 88
 DO1548
 DO1548  VERT ORDER      -  FIRST     CLASS II
 DO1548
 DO1548.The horizontal coordinates were established by autonomous hand held GPS
 DO1548.observations and have an estimated accuracy of +/- 10 meters.
 DO1548
 DO1548.The orthometric height was determined by differential leveling and
 DO1548.adjusted by the NATIONAL GEODETIC SURVEY
 DO1548.in November 2012.
 DO1548
 DO1548.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1548.GEOID18 height accuracy estimate available here.
 DO1548
 DO1548.Click photographs - Photos may exist for this station.
 DO1548
 DO1548.The dynamic height is computed by dividing the NAVD 88
 DO1548.geopotential number by the normal gravity value computed on the
 DO1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1548.degrees latitude (g = 980.6199 gals.).
 DO1548
 DO1548.The modeled gravity was interpolated from observed gravity values.
 DO1548
 DO1548;                    North         East    Units  Estimated Accuracy
 DO1548;SPC FL N     -    91,333.      560,963.      MT  (+/- 10 meters HH2 GPS)
 DO1548
 DO1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU0254501052(NAD 83)
 DO1548
 DO1548                          SUPERSEDED SURVEY CONTROL
 DO1548
 DO1548.No superseded survey control is available for this station.
 DO1548
 DO1548_MARKER: DD = SURVEY DISK
 DO1548_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO1548_SP_SET: GUARDRAIL
 DO1548_STAMPING: 49-00-A115 V
 DO1548_MARK LOGO: FLDT
 DO1548_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1548+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2011
 DO1548
 DO1548  HISTORY     - Date     Condition        Report By
 DO1548  HISTORY     - UNK      MONUMENTED       FLDT
 DO1548  HISTORY     - 20111031 GOOD             FLDEP
 DO1548
 DO1548                          STATION DESCRIPTION
 DO1548
 DO1548'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DO1548'THE MARK IS ABOUT 14.5 MI (23.3 KM) WEST OF CARRABELLE, 10.2 MI (16.4
 DO1548'KM) SOUTHEAST OF FORT GADSDEN, 8.2 MI (13.2 KM) NORTHEAST OF
 DO1548'APALACHICOLA, 5.8 MI (9.3 KM) NORTH-NORTHWEST OF EASTPOINT, IN SECTION
 DO1548'36, TOWNSHIP 7 SOUTH, RANGE 7 WEST.
 DO1548'
 DO1548'TO REACH THE MARK FROM THE POST OFFICE IN EASTPOINT, GO EAST ON STATE
 DO1548'HIGHWAY 98 FOR 3.25 MI (5.2 KM) TO THE JUNCTION OF STATE ROAD 65 ON
 DO1548'THE LEFT.  TURN LEFT ON STATE ROAD 65 AND GO NORTH AND WEST FOR 8.35
 DO1548'MI (13.4 KM) TO THE DOYLE CREEK BRIDGE AND THE MARK ON THE LEFT, SET
 DO1548'FLUSH IN THE TOP OF THE SOUTHWEST CONCRETE GUARDRAIL OF THE BRIDGE,
 DO1548'2.7 FT (0.8 M) ABOVE THE LEVEL OF STATE ROAD 65.
 DO1548'
 DO1548'LOCATED 23.8 FT (7.3 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DO1548'OF STATE ROAD 65 AND 0.8 FT (24 CM) WEST-SOUTHWEST OF THE SOUTHWEST
 DO1548'END OF THE CONCRETE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1551 ***********************************************************************
 DO1551  TIDAL BM    -  This is a Tidal Bench Mark.
 DO1551  DESIGNATION -  49 00 A94V A94V
 DO1551  PID         -  DO1551
 DO1551  STATE/COUNTY-  FL/FRANKLIN
 DO1551  COUNTRY     -  US
 DO1551  USGS QUAD   -  GREEN POINT (2018)
 DO1551
 DO1551                         *CURRENT SURVEY CONTROL
 DO1551  ______________________________________________________________________
 DO1551* NAD 83(2011) POSITION- 29 49 10.96614(N) 084 51 00.40416(W)   ADJUSTED
 DO1551* NAD 83(2011) ELLIP HT-   -23.610 (meters)        (07/24/14)   ADJUSTED
 DO1551* NAD 83(2011) EPOCH   -  2010.00
 DO1551* NAVD 88 ORTHO HEIGHT -     3.576 (meters)       11.73  (feet) ADJUSTED
 DO1551  ______________________________________________________________________
 DO1551  GEOID HEIGHT    -        -27.186 (meters)                     GEOID18
 DO1551  NAD 83(2011) X  -    497,117.383 (meters)                     COMP
 DO1551  NAD 83(2011) Y  - -5,515,845.281 (meters)                     COMP
 DO1551  NAD 83(2011) Z  -  3,153,038.783 (meters)                     COMP
 DO1551  LAPLACE CORR    -          0.13  (seconds)                    DEFLEC18
 DO1551  DYNAMIC HEIGHT  -          3.571 (meters)       11.72  (feet) COMP
 DO1551  MODELED GRAVITY -    979,317.9   (mgal)                       NAVD 88
 DO1551
 DO1551  VERT ORDER      -  FIRST     CLASS II
 DO1551
 DO1551  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO1551  Standards:
 DO1551         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO1551            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO1551  -------------------------------------------------------------------
 DO1551  NETWORK    0.57   0.74           0.25   0.21   0.38     -0.05517509
 DO1551  -------------------------------------------------------------------
 DO1551  Click here for local accuracies and other accuracy information.
 DO1551
 DO1551.The horizontal coordinates were established by GPS observations
 DO1551.and adjusted by the National Geodetic Survey in July 2014.
 DO1551
 DO1551.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO1551.been affixed to the stable North American tectonic plate. See 
 DO1551.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO1551
 DO1551.The horizontal coordinates are valid at the epoch date displayed above
 DO1551.which is a decimal equivalence of Year/Month/Day.
 DO1551
 DO1551.The orthometric height was determined by differential leveling and
 DO1551.adjusted by the NATIONAL GEODETIC SURVEY
 DO1551.in November 2012.
 DO1551
 DO1551.No vertical observational check was made to the station.
 DO1551
 DO1551.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1551.GEOID18 height accuracy estimate available here.
 DO1551
 DO1551.This Tidal Bench Mark is designated as VM 24280
 DO1551.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DO1551
 DO1551.Click photographs - Photos may exist for this station.
 DO1551
 DO1551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO1551
 DO1551.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO1551
 DO1551.The ellipsoidal height was determined by GPS observations
 DO1551.and is referenced to NAD 83.
 DO1551
 DO1551.The dynamic height is computed by dividing the NAVD 88
 DO1551.geopotential number by the normal gravity value computed on the
 DO1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1551.degrees latitude (g = 980.6199 gals.).
 DO1551
 DO1551.The modeled gravity was interpolated from observed gravity values.
 DO1551
 DO1551. The following values were computed from the NAD 83(2011) position.
 DO1551
 DO1551;                    North         East     Units Scale Factor Converg.
 DO1551;SPC FL N     -    90,914.989   566,159.256   MT  0.99996671   -0 10 33.4
 DO1551;SPC FL N     -   298,276.93  1,857,474.16   sFT  0.99996671   -0 10 33.4
 DO1551;UTM  16      - 3,300,747.124   707,750.291   MT  1.00013254   +1 04 10.1
 DO1551
 DO1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1551!SPC FL N     -   1.00000371  x   0.99996671  =   0.99997042
 DO1551!UTM  16      -   1.00000371  x   1.00013254  =   1.00013625
 DO1551
 DO1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU0775000747(NAD 83)
 DO1551
 DO1551                          SUPERSEDED SURVEY CONTROL
 DO1551
 DO1551.No superseded survey control is available for this station.
 DO1551
 DO1551_MARKER: DD = SURVEY DISK
 DO1551_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO1551_SP_SET: BRIDGE GUARDRAIL
 DO1551_STAMPING: 49 00 A94V A94V
 DO1551_MARK LOGO: FLDT
 DO1551_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1551_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1551+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2018
 DO1551
 DO1551  HISTORY     - Date     Condition        Report By
 DO1551  HISTORY     - UNK      MONUMENTED       FLDT
 DO1551  HISTORY     - 20111031 GOOD             FLDEP
 DO1551  HISTORY     - 20130329 GOOD             FLDEP
 DO1551  HISTORY     - 20180312 GOOD             FLDEP
 DO1551
 DO1551                          STATION DESCRIPTION
 DO1551
 DO1551'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DO1551'THE MARK IS ABOUT 12.6 MI (20.3 KM) SOUTHEAST OF FORT GADSDEN, 11.3 MI
 DO1551'(18.2 KM) WEST OF CARRABELLE, 10.3 MI (16.6 KM) NORTHEAST OF
 DO1551'APALACHICOLA, 5.6 MI (9.0 KM) NORTH-NORTHEAST OF EASTPOINT, IN SECTION
 DO1551'33, TOWNSHIP 7 SOUTH, RANGE 6 WEST.
 DO1551'
 DO1551'TO REACH THE MARK FROM THE POST OFFICE IN EASTPOINT, GO EAST ON STATE
 DO1551'HIGHWAY 98 FOR 3.25 MI (5.2 KM) TO THE JUNCTION OF STATE ROAD 65 ON
 DO1551'THE LEFT.  TURN LEFT ON STATE ROAD 65 AND GO NORTH AND WEST FOR 4.65
 DO1551'MI (7.5 KM) TO THE TRUNK HIGHWAY BRIDGE OVER CASH CREEK AND THE MARK
 DO1551'ON THE RIGHT, SET FLUSH IN THE NORTHWEST CORNER OF THE CONCRETE
 DO1551'GUARDRAIL AND 2.7 FT (0.8 M) ABOVE THE LEVEL OF STATE ROAD 65.
 DO1551'
 DO1551'LOCATED 23.4 FT (7.1 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DO1551'STATE ROAD 65 AND 2.0 FT (0.6 M) NORTHWEST OF THE SOUTHEAST END OF THE
 DO1551'BRIDGE GUARDRAIL.
 DO1551
 DO1551                          STATION RECOVERY (2013)
 DO1551
 DO1551'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (PBM)
 DO1551'RECOVERED AS DESCRIBED.
 DO1551
 DO1551                          STATION RECOVERY (2018)
 DO1551
 DO1551'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 DO1551'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ1031 ***********************************************************************
 DQ1031  DESIGNATION -  49 04 A 06G
 DQ1031  PID         -  DQ1031
 DQ1031  STATE/COUNTY-  FL/FRANKLIN
 DQ1031  COUNTRY     -  US
 DQ1031  USGS QUAD   -  MCINTYRE (2018)
 DQ1031
 DQ1031                         *CURRENT SURVEY CONTROL
 DQ1031  ______________________________________________________________________
 DQ1031* NAD 83(2011) POSITION- 29 55 07.48352(N) 084 31 11.83353(W)   ADJUSTED
 DQ1031* NAD 83(2011) ELLIP HT-   -18.539 (meters)        (10/28/19)   ADJUSTED
 DQ1031* NAD 83(2011) EPOCH   -  2010.00
 DQ1031* NAVD 88 ORTHO HEIGHT -     8.6   (meters)       28.    (feet) GPS OBS
 DQ1031  ______________________________________________________________________
 DQ1031  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ1031  GEOID HEIGHT    -        -27.158 (meters)                     GEOID12B
 DQ1031  GEOID HEIGHT    -        -27.187 (meters)                     GEOID18
 DQ1031  NAD 83(2011) X  -    528,371.513 (meters)                     COMP
 DQ1031  NAD 83(2011) Y  - -5,507,451.357 (meters)                     COMP
 DQ1031  NAD 83(2011) Z  -  3,162,560.823 (meters)                     COMP
 DQ1031  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 DQ1031
 DQ1031  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1031  Standards:
 DQ1031         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1031            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1031  -------------------------------------------------------------------
 DQ1031  NETWORK    0.56   1.53           0.22   0.24   0.78      0.02343904
 DQ1031  -------------------------------------------------------------------
 DQ1031  Click here for local accuracies and other accuracy information.
 DQ1031
 DQ1031.The horizontal coordinates were established by GPS observations
 DQ1031.and adjusted by the National Geodetic Survey in October 2019.
 DQ1031
 DQ1031.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1031.been affixed to the stable North American tectonic plate. See 
 DQ1031.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1031
 DQ1031.The horizontal coordinates are valid at the epoch date displayed above
 DQ1031.which is a decimal equivalence of Year/Month/Day.
 DQ1031
 DQ1031.The orthometric height was determined by GPS observations and a
 DQ1031.high-resolution geoid model.
 DQ1031
 DQ1031.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1031.GEOID18 height accuracy estimate available here.
 DQ1031
 DQ1031.Click photographs - Photos may exist for this station.
 DQ1031
 DQ1031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1031
 DQ1031.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1031
 DQ1031.The ellipsoidal height was determined by GPS observations
 DQ1031.and is referenced to NAD 83.
 DQ1031
 DQ1031. The following values were computed from the NAD 83(2011) position.
 DQ1031
 DQ1031;                    North         East     Units Scale Factor Converg.
 DQ1031;SPC FL N     -   101,840.571   598,073.251   MT  0.99995778   -0 00 36.1
 DQ1031;SPC FL N     -   334,121.94  1,962,178.66   sFT  0.99995778   -0 00 36.1
 DQ1031;UTM  16      - 3,312,367.297   739,427.182   MT  1.00030733   +1 14 15.2
 DQ1031
 DQ1031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1031!SPC FL N     -   1.00000291  x   0.99995778  =   0.99996069
 DQ1031!UTM  16      -   1.00000291  x   1.00030733  =   1.00031024
 DQ1031
 DQ1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU3942712367(NAD 83)
 DQ1031
 DQ1031                          SUPERSEDED SURVEY CONTROL
 DQ1031
 DQ1031.No superseded survey control is available for this station.
 DQ1031
 DQ1031_MARKER: DD = SURVEY DISK
 DQ1031_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ1031_STAMPING: 49 04 A 06G
 DQ1031_MARK LOGO: FLDT
 DQ1031_PROJECTION: FLUSH
 DQ1031_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1031+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DQ1031_ROD/PIPE-DEPTH: 10 meters
 DQ1031
 DQ1031  HISTORY     - Date     Condition        Report By
 DQ1031  HISTORY     - 20140101 MONUMENTED       FLDT
 DQ1031
 DQ1031                          STATION DESCRIPTION
 DQ1031
 DQ1031'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 2014 (DBP)
 DQ1031'TO REACH FROM THE INTERSECTION OF TALLAHASSEE STREET AND US AVENUE B
 DQ1031'IN THE CITY OF CARRABELLE, FLORIDA, HEAD EAST 10.1 MI (16.3 KM) TO THE
 DQ1031'INTERSECTION OF FL 30 EAST.  THEN TURN SLIGHTLY RIGHT ON FL 30 EAST
 DQ1031'FOR A DISTANCE OF 194 FT (59.1 M) TO A MARK IN A GRASS ISLAND ON YOUR
 DQ1031'LEFT.
 DQ1031'
 DQ1031'THE MARK IS LOCATED 6 INCHES (15 CM) SOUTH OF A METAL WITNESS POST, 40
 DQ1031'FT (12.2 M) SOUTH OF A PALM TREE, 44 FT (13.4 M) NORTH OF THE CENTER
 DQ1031'LINE OF FLORIDA 30 EAST.  45 FT (13.7 M) SOUTHWEST OF THE CENTER LINE
 DQ1031'OF US HIGHWAY 98.
 DQ1031'
 DQ1031'THE MARK IS A BRASS DISK SET ON A STAINLESS STEEL ROD DRIVEN 10 M (3.0
 DQ1031'FT) INTO THE GROUND AND ENCASED IN A 6 INCH (15 CM) PVC PIPE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3141 ***********************************************************************
 DR3141  DESIGNATION -  49 04 GPS 1
 DR3141  PID         -  DR3141
 DR3141  STATE/COUNTY-  FL/FRANKLIN
 DR3141  COUNTRY     -  US
 DR3141  USGS QUAD   -  MCINTYRE (2018)
 DR3141
 DR3141                         *CURRENT SURVEY CONTROL
 DR3141  ______________________________________________________________________
 DR3141* NAD 83(1986) POSITION- 29 52 49.56   (N) 084 35 45.15   (W)   HD_HELD1
 DR3141* NAVD 88 ORTHO HEIGHT -     2.326 (meters)        7.63  (feet) ADJUSTED
 DR3141  ______________________________________________________________________
 DR3141  GEOID HEIGHT    -        -27.216 (meters)                     GEOID18
 DR3141  DYNAMIC HEIGHT  -          2.323 (meters)        7.62  (feet) COMP
 DR3141  MODELED GRAVITY -    979,319.6   (mgal)                       NAVD 88
 DR3141
 DR3141  VERT ORDER      -  FIRST     CLASS II
 DR3141
 DR3141.The horizontal coordinates were determined by differentially corrected
 DR3141.hand held GPS observations or other comparable positioning techniques
 DR3141.and have an estimated accuracy of +/- 3 meters.
 DR3141
 DR3141.The orthometric height was determined by differential leveling and
 DR3141.adjusted by the NATIONAL GEODETIC SURVEY
 DR3141.in March 2020.
 DR3141
 DR3141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3141.GEOID18 height accuracy estimate available here.
 DR3141
 DR3141.Click photographs - Photos may exist for this station.
 DR3141
 DR3141.The dynamic height is computed by dividing the NAVD 88
 DR3141.geopotential number by the normal gravity value computed on the
 DR3141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3141.degrees latitude (g = 980.6199 gals.).
 DR3141
 DR3141.The modeled gravity was interpolated from observed gravity values.
 DR3141
 DR3141;                    North         East    Units  Estimated Accuracy
 DR3141;SPC FL N     -    97,597.5     590,738.7     MT  (+/- 3 meters HH1 GPS) 
 DR3141
 DR3141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU3218407964(NAD 83)
 DR3141
 DR3141                          SUPERSEDED SURVEY CONTROL
 DR3141
 DR3141.No superseded survey control is available for this station.
 DR3141
 DR3141_MARKER: DD = SURVEY DISK
 DR3141_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR3141_SP_SET: CURB
 DR3141_STAMPING: 49 04 GPS 1
 DR3141_MARK LOGO: FLDEP
 DR3141_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3141+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2018
 DR3141
 DR3141  HISTORY     - Date     Condition        Report By
 DR3141  HISTORY     - 20180407 MONUMENTED       FLDEP
 DR3141
 DR3141                          STATION DESCRIPTION
 DR3141
 DR3141'DESCRIBED BY FL DEPT OF ENV PRO 2018 (DLP)
 DR3141'THE MARK IS ABOUT 9.2 MI (14.8 KM) WEST-SOUTHWEST OF SAINT TERESA, 8.1
 DR3141'MI (13.0 KM) SOUTH-SOUTHWEST OF MCINTYRE, 4.5 MI (7.2 KM)
 DR3141'EAST-NORTHEAST OF CARRABELLE, IN SECTION 13, TOWNSHIP 7 SOUTH, RANGE 4
 DR3141'WEST.
 DR3141'
 DR3141'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 67 (TALLAHASSEE
 DR3141'STREET) AND U.S. HIGHWAY 98 IN CARRABELLE, GO EASTERLY ON U.S. HIGHWAY
 DR3141'98 FOR 4.8 MI (7.7 KM) AND THE MARK ON THE LEFT.  A DRILL MARK SET IN
 DR3141'THE TOP A CURB.
 DR3141'
 DR3141'LOCATED 150.2 FT (45.8 M) SOUTH-SOUTHEAST OF OF THE APPROXIMATE
 DR3141'CENTERLINE OF U.S. HIGHWAY 98, 31.0 FT (9.4 M) SOUTH-SOUTHEAST OF THE
 DR3141'SOUTHEAST CORNER OF THE LANARK MART STORE, 7.9 FT (2.4 M)
 DR3141'WEST-NORTHWEST OF A SQUARE STEEL POST AND 0.4 NORTH-NORTHEAST OF THE
 DR3141'SOUTHSIDE OF THE CURB.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1546 ***********************************************************************
 DO1546  DESIGNATION -  49 08 A02G
 DO1546  PID         -  DO1546
 DO1546  STATE/COUNTY-  FL/FRANKLIN
 DO1546  COUNTRY     -  US
 DO1546  USGS QUAD   -  GOOSE ISLAND (2018)
 DO1546
 DO1546                         *CURRENT SURVEY CONTROL
 DO1546  ______________________________________________________________________
 DO1546* NAD 83(1986) POSITION- 29 39 46.02   (N) 084 51 46.16   (W)   HD_HELD1
 DO1546* NAVD 88 ORTHO HEIGHT -     2.287 (meters)        7.50  (feet) ADJUSTED
 DO1546  ______________________________________________________________________
 DO1546  GEOID HEIGHT    -        -27.104 (meters)                     GEOID18
 DO1546  DYNAMIC HEIGHT  -          2.284 (meters)        7.49  (feet) COMP
 DO1546  MODELED GRAVITY -    979,304.7   (mgal)                       NAVD 88
 DO1546
 DO1546  VERT ORDER      -  SECOND    CLASS I
 DO1546
 DO1546.The horizontal coordinates were determined by differentially corrected
 DO1546.hand held GPS observations or other comparable positioning techniques
 DO1546.and have an estimated accuracy of +/- 3 meters.
 DO1546
 DO1546.The orthometric height was determined by differential leveling and
 DO1546.adjusted by the NATIONAL GEODETIC SURVEY
 DO1546.in November 2012.
 DO1546
 DO1546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1546.GEOID18 height accuracy estimate available here.
 DO1546
 DO1546.Click photographs - Photos may exist for this station.
 DO1546
 DO1546.The dynamic height is computed by dividing the NAVD 88
 DO1546.geopotential number by the normal gravity value computed on the
 DO1546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1546.degrees latitude (g = 980.6199 gals.).
 DO1546
 DO1546.The modeled gravity was interpolated from observed gravity values.
 DO1546
 DO1546;                    North         East    Units  Estimated Accuracy
 DO1546;SPC FL N     -    73,524.0     564,875.4     MT  (+/- 3 meters HH1 GPS) 
 DO1546
 DO1546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT0684383329(NAD 83)
 DO1546
 DO1546                          SUPERSEDED SURVEY CONTROL
 DO1546
 DO1546.No superseded survey control is available for this station.
 DO1546
 DO1546_MARKER: DD = SURVEY DISK
 DO1546_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO1546_SP_SET: SIDEWALK
 DO1546_STAMPING: 49 08 A02G
 DO1546_MARK LOGO: FLDT
 DO1546_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1546_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1546+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2022
 DO1546
 DO1546  HISTORY     - Date     Condition        Report By
 DO1546  HISTORY     - UNK      MONUMENTED       FLDT
 DO1546  HISTORY     - 20111019 GOOD             FLDEP
 DO1546  HISTORY     - 20121015 GOOD             FLDEP
 DO1546  HISTORY     - 20220111 GOOD             USPSQD
 DO1546
 DO1546                          STATION DESCRIPTION
 DO1546
 DO1546'DESCRIBED BY FL DEPT OF ENV PRO 2011 (RWH)
 DO1546'THE MARK IS ABOUT 14.5 MI (23.4 KM) SOUTH-SOUTHEAST OF BEVERLY, 8.4 MI
 DO1546'(13.6 KM) EAST-SOUTHEAST OF APALACHICOLA, 6.8 MI (10.9 KM)
 DO1546'SOUTH-SOUTHWEST OF GREEN POINT, ON SAINT GEORGE ISLAND, SECTION 29,
 DO1546'TOWNSHIP 9 SOUTH, RANGE 6 WEST.
 DO1546'
 DO1546'TO REACH THE MARK FROM THE POST OFFICE IN EASTPOINT, GO WEST ON U.S.
 DO1546'HIGHWAY 98 FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF NORVELL STREET
 DO1546'ON THE RIGHT AND COUNTY ROAD 300 ON THE LEFT, TURN LEFT ON COUNTY ROAD
 DO1546'300 AND GO SOUTH FOR 0.9 MI (1.4 KM) TO THE NORTH END OF THE BRYANT
 DO1546'PATTON BRIDGE, CONTINUE SOUTH ON COUNTY ROAD 300 FOR 4.1 MI (6.6 KM)
 DO1546'TO THE SOUTH END OF THE BRYANT PATTON BRIDGE AT SAINT GEORGE ISLAND,
 DO1546'CONTINUE SOUTH ON COUNTY ROAD 300 (FRANKLIN BOULEVARD) FOR 0.6 MI (1.0
 DO1546'KM) TO THE T-JUNCTION OF WEST GULF BEACH DRIVE, TURN RIGHT ON WEST
 DO1546'GULF BEACH DRIVE AND GO WEST FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF
 DO1546'CHILI BOULEVARD ON THE LEFT, TURN LEFT ON CHILI BOULEVARD AND GO SOUTH
 DO1546'FOR 0.05 MI (0.1 KM) TO THE T-JUNCTION OF WEST GORRE DRIVE, TURN LEFT
 DO1546'ON WEST GORRE DRIVE AND GO EAST FOR 0.05 MI (0.1 KM) TO THE PARKING
 DO1546'LOT FOR THE CAPE SAINT GEORGE ISLAND LIGHTHOUSE PARK, NOW BY WALKING,
 DO1546'GO EAST ON THE SIDEWALK FOR ABOUT 95.O FT (29.0 M) TO THE MARK, SET
 DO1546'FLUSH IN THE CENTER OF THE SIDEWALK.
 DO1546'
 DO1546'LOCATED 270.0 FT (82.3 M) SOUTH-SOUTHEAST OF THE APPROXIMATE
 DO1546'CENTERLINE OF GULF BEACH DRIVE, 95.1 FT (29.0 M) EAST-NORTHEAST OF THE
 DO1546'WEST END OF A CONCRETE SIDEWALK, 89.9 FT (27.4 M) SOUTH-SOUTHWEST OF
 DO1546'THE SOUTH SIDE OF THE NEWLY REBUILT LIGHTHOUSE (2008), 48.1 FT (14.7
 DO1546'M) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF THE LIGHTHOUSE MUSEUM
 DO1546'AND GIFT SHOP, 21.7 FT (6.6 M) WEST-NORTHWEST OF THE NORTHWEST CORNER
 DO1546'OF A RESTROOM BUILDING, 4.2 FT (1.3 M) NORTH-NORTHWEST OF THE SOUTH
 DO1546'EDGE OF A CONCRETE SIDEWALK AND 3.8 FT (1.2 M) SOUTH-SOUTHEAST THE
 DO1546'NORTH EDGE OF A CONCRETE SIDEWALK.
 DO1546
 DO1546                          STATION RECOVERY (2012)
 DO1546
 DO1546'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (RWH)
 DO1546'RECOVERED AS DESCRIBED.
 DO1546
 DO1546                          STATION RECOVERY (2022)
 DO1546
 DO1546'RECOVERY NOTE BY US POWER SQUADRON 2022 (TP)
 DO1546'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0498 ***********************************************************************
 AS0498  DESIGNATION -  49 79 A 07 FLDT
 AS0498  PID         -  AS0498
 AS0498  STATE/COUNTY-  FL/FRANKLIN
 AS0498  COUNTRY     -  US
 AS0498  USGS QUAD   -  APALACHICOLA (2018)
 AS0498
 AS0498                         *CURRENT SURVEY CONTROL
 AS0498  ______________________________________________________________________
 AS0498* NAD 83(1986) POSITION- 29 44 02.     (N) 084 54 57.     (W)   SCALED
 AS0498* NAVD 88 ORTHO HEIGHT -     1.551 (meters)        5.09  (feet) ADJUSTED
 AS0498  ______________________________________________________________________
 AS0498  GEOID HEIGHT    -        -27.127 (meters)                     GEOID18
 AS0498  DYNAMIC HEIGHT  -          1.548 (meters)        5.08  (feet) COMP
 AS0498  MODELED GRAVITY -    979,309.5   (mgal)                       NAVD 88
 AS0498
 AS0498  VERT ORDER      -  SECOND    CLASS I
 AS0498
 AS0498.The horizontal coordinates were scaled from a map and have
 AS0498.an estimated accuracy of +/- 6 seconds.
 AS0498
 AS0498.The orthometric height was determined by differential leveling and
 AS0498.adjusted by the NATIONAL GEODETIC SURVEY
 AS0498.in June 1991.
 AS0498
 AS0498.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0498.GEOID18 height accuracy estimate available here.
 AS0498
 AS0498.Click photographs - Photos may exist for this station.
 AS0498
 AS0498.The dynamic height is computed by dividing the NAVD 88
 AS0498.geopotential number by the normal gravity value computed on the
 AS0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0498.degrees latitude (g = 980.6199 gals.).
 AS0498
 AS0498.The modeled gravity was interpolated from observed gravity values.
 AS0498
 AS0498;                    North         East    Units  Estimated Accuracy
 AS0498;SPC FL N     -    81,420.      559,770.      MT  (+/- 180 meters Scaled)
 AS0498
 AS0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT015911(NAD 83)
 AS0498
 AS0498                          SUPERSEDED SURVEY CONTROL
 AS0498
 AS0498.No superseded survey control is available for this station.
 AS0498
 AS0498_MARKER: DD = SURVEY DISK
 AS0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0498_STAMPING: 49 79 A07
 AS0498_PROJECTION: PROJECTING 3 CENTIMETERS
 AS0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0498+STABILITY: SURFACE MOTION
 AS0498
 AS0498  HISTORY     - Date     Condition        Report By
 AS0498  HISTORY     - 1979     MONUMENTED       FLDT
 AS0498  HISTORY     - 19971013 MARK NOT FOUND   USPSQD
 AS0498
 AS0498                          STATION DESCRIPTION
 AS0498
 AS0498'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0498'2.2 MI WEST FROM EASTPOINT.
 AS0498'FROM THE POST OFFICE AT EASTPOINT, GO 2.2 MILES WEST ALONG U. S.
 AS0498'HIGHWAY 98 AND 319. IT IS SET IN THE TOP OF A 4 INCH BY 4 INCH SQUARE
 AS0498'CONCRETE POST, 215 FEET EAST OF THE EAST END OF THE GORRIE MEMORIAL
 AS0498'BRIDGE, 94 FEET WEST OF THE REBECCA HICKEY MEMORIAL, 32.8 FEET NORTH
 AS0498'OF THE JOHN GORRIE MEMORIAL AND 23.4 FEET SOUTH OF A METAL SEAWALL.
 AS0498'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AS0498
 AS0498                          STATION RECOVERY (1997)
 AS0498
 AS0498'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0498'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0496 ***********************************************************************
 AS0496  DESIGNATION -  49 79 A 08 FLDT
 AS0496  PID         -  AS0496
 AS0496  STATE/COUNTY-  FL/FRANKLIN
 AS0496  COUNTRY     -  US
 AS0496  USGS QUAD   -  APALACHICOLA (2018)
 AS0496
 AS0496                         *CURRENT SURVEY CONTROL
 AS0496  ______________________________________________________________________
 AS0496* NAD 83(1986) POSITION- 29 44 03.     (N) 084 54 47.     (W)   SCALED
 AS0496* NAVD 88 ORTHO HEIGHT -     1.461 (meters)        4.79  (feet) ADJUSTED
 AS0496  ______________________________________________________________________
 AS0496  GEOID HEIGHT    -        -27.125 (meters)                     GEOID18
 AS0496  DYNAMIC HEIGHT  -          1.459 (meters)        4.79  (feet) COMP
 AS0496  MODELED GRAVITY -    979,309.7   (mgal)                       NAVD 88
 AS0496
 AS0496  VERT ORDER      -  SECOND    CLASS I
 AS0496
 AS0496.The horizontal coordinates were scaled from a map and have
 AS0496.an estimated accuracy of +/- 6 seconds.
 AS0496
 AS0496.The orthometric height was determined by differential leveling and
 AS0496.adjusted by the NATIONAL GEODETIC SURVEY
 AS0496.in June 1991.
 AS0496
 AS0496.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0496.GEOID18 height accuracy estimate available here.
 AS0496
 AS0496.Click photographs - Photos may exist for this station.
 AS0496
 AS0496.The dynamic height is computed by dividing the NAVD 88
 AS0496.geopotential number by the normal gravity value computed on the
 AS0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0496.degrees latitude (g = 980.6199 gals.).
 AS0496
 AS0496.The modeled gravity was interpolated from observed gravity values.
 AS0496
 AS0496;                    North         East    Units  Estimated Accuracy
 AS0496;SPC FL N     -    81,450.      560,040.      MT  (+/- 180 meters Scaled)
 AS0496
 AS0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT018911(NAD 83)
 AS0496
 AS0496                          SUPERSEDED SURVEY CONTROL
 AS0496
 AS0496.No superseded survey control is available for this station.
 AS0496
 AS0496_MARKER: DD = SURVEY DISK
 AS0496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0496_STAMPING: 49 79 A08
 AS0496_PROJECTION: PROJECTING 3 CENTIMETERS
 AS0496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0496+STABILITY: SURFACE MOTION
 AS0496
 AS0496  HISTORY     - Date     Condition        Report By
 AS0496  HISTORY     - 1979     MONUMENTED       FLDT
 AS0496  HISTORY     - 19971013 MARK NOT FOUND   USPSQD
 AS0496
 AS0496                          STATION DESCRIPTION
 AS0496
 AS0496'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0496'2 MI WEST FROM EASTPOINT.
 AS0496'FROM THE POST OFFICE AT EASTPOINT, GO 2 MILES WEST ALONG U. S.
 AS0496'HIGHWAYS 98 AND 319, ABOUT 0.2 MILE EAST OF THE EAST END OF THE GORRIE
 AS0496'MEMORIAL BRIDGE. IT IS SET IN THE TOP OF A 4 INCH BY 4 INCH SQUARE
 AS0496'CONCRETE POST, 143.4 FEET NORTHEAST OF POWER POLE, NUMBER 56X-2444R,
 AS0496'55 FEET NORTH OF THE CENTER OF U. S. HIGHWAY 98 AND 21.4 FEET SOUTH
 AS0496'OF A CONCRETE SEAWALL.
 AS0496'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AS0496
 AS0496                          STATION RECOVERY (1997)
 AS0496
 AS0496'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0496'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0495 ***********************************************************************
 AS0495  DESIGNATION -  49 79 A 09 FLDT
 AS0495  PID         -  AS0495
 AS0495  STATE/COUNTY-  FL/FRANKLIN
 AS0495  COUNTRY     -  US
 AS0495  USGS QUAD   -  APALACHICOLA (2018)
 AS0495
 AS0495                         *CURRENT SURVEY CONTROL
 AS0495  ______________________________________________________________________
 AS0495* NAD 83(1986) POSITION- 29 44 05.     (N) 084 54 35.     (W)   SCALED
 AS0495* NAVD 88 ORTHO HEIGHT -     1.487 (meters)        4.88  (feet) ADJUSTED
 AS0495  ______________________________________________________________________
 AS0495  GEOID HEIGHT    -        -27.124 (meters)                     GEOID18
 AS0495  DYNAMIC HEIGHT  -          1.485 (meters)        4.87  (feet) COMP
 AS0495  MODELED GRAVITY -    979,310.0   (mgal)                       NAVD 88
 AS0495
 AS0495  VERT ORDER      -  SECOND    CLASS I
 AS0495
 AS0495.The horizontal coordinates were scaled from a map and have
 AS0495.an estimated accuracy of +/- 6 seconds.
 AS0495
 AS0495.The orthometric height was determined by differential leveling and
 AS0495.adjusted by the NATIONAL GEODETIC SURVEY
 AS0495.in June 1991.
 AS0495
 AS0495.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0495.GEOID18 height accuracy estimate available here.
 AS0495
 AS0495.Click photographs - Photos may exist for this station.
 AS0495
 AS0495.The dynamic height is computed by dividing the NAVD 88
 AS0495.geopotential number by the normal gravity value computed on the
 AS0495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0495.degrees latitude (g = 980.6199 gals.).
 AS0495
 AS0495.The modeled gravity was interpolated from observed gravity values.
 AS0495
 AS0495;                    North         East    Units  Estimated Accuracy
 AS0495;SPC FL N     -    81,510.      560,360.      MT  (+/- 180 meters Scaled)
 AS0495
 AS0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT021912(NAD 83)
 AS0495
 AS0495                          SUPERSEDED SURVEY CONTROL
 AS0495
 AS0495.No superseded survey control is available for this station.
 AS0495
 AS0495_MARKER: DD = SURVEY DISK
 AS0495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0495_STAMPING: 49 79 A09
 AS0495_MARK LOGO: FLDT
 AS0495_PROJECTION: RECESSED 3 CENTIMETERS
 AS0495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0495+STABILITY: SURFACE MOTION
 AS0495
 AS0495  HISTORY     - Date     Condition        Report By
 AS0495  HISTORY     - 1979     MONUMENTED       FLDT
 AS0495  HISTORY     - 1983     GOOD             FLDNR
 AS0495  HISTORY     - 19971013 MARK NOT FOUND   USPSQD
 AS0495
 AS0495                          STATION DESCRIPTION
 AS0495
 AS0495'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0495'1.8 MI WEST FROM EASTPOINT.
 AS0495'FROM THE POST OFFICE AT EASTPOINT, GO 1.8 MILE WEST ALONG U. S.
 AS0495'HIGHWAYS 98 AND 319, ABOUT 0.4 MILE EAST OF THE EAST END OF THE GORRIE
 AS0495'MEMORIAL BRIDGE. IT IS SET IN THE TOP OF A 4 INCH BY 4 INCH SQUARE
 AS0495'CONCRETE POST, 147.5 FEET NORTHWEST OF POWER POLE NUMBER 56X-2441R,
 AS0495'42 FEET EAST OF A 15 INCH CABBAGE PALM TREE, 55.3 FEET NORTH OF THE
 AS0495'CENTER OF U. S. HIGHWAY 98 AND 19 FEET SOUTH OF A CONCRETE SEAWALL.
 AS0495'THE MARK IS 1 FT  S FROM A WITNESS POST.
 AS0495
 AS0495                          STATION RECOVERY (1983)
 AS0495
 AS0495'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AS0495'RECOVERED IN GOOD CONDITION.
 AS0495
 AS0495                          STATION RECOVERY (1997)
 AS0495
 AS0495'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0495'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0497 ***********************************************************************
 AS0497  DESIGNATION -  49 79 A 10 FLDT
 AS0497  PID         -  AS0497
 AS0497  STATE/COUNTY-  FL/FRANKLIN
 AS0497  COUNTRY     -  US
 AS0497  USGS QUAD   -  APALACHICOLA (2018)
 AS0497
 AS0497                         *CURRENT SURVEY CONTROL
 AS0497  ______________________________________________________________________
 AS0497* NAD 83(1986) POSITION- 29 44 02.     (N) 084 54 57.     (W)   SCALED
 AS0497* NAVD 88 ORTHO HEIGHT -     1.909 (meters)        6.26  (feet) ADJUSTED
 AS0497  ______________________________________________________________________
 AS0497  GEOID HEIGHT    -        -27.127 (meters)                     GEOID18
 AS0497  DYNAMIC HEIGHT  -          1.907 (meters)        6.26  (feet) COMP
 AS0497  MODELED GRAVITY -    979,309.5   (mgal)                       NAVD 88
 AS0497
 AS0497  VERT ORDER      -  SECOND    CLASS I
 AS0497
 AS0497.The horizontal coordinates were scaled from a map and have
 AS0497.an estimated accuracy of +/- 6 seconds.
 AS0497
 AS0497.The orthometric height was determined by differential leveling and
 AS0497.adjusted by the NATIONAL GEODETIC SURVEY
 AS0497.in June 1991.
 AS0497
 AS0497.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0497.GEOID18 height accuracy estimate available here.
 AS0497
 AS0497.Click photographs - Photos may exist for this station.
 AS0497
 AS0497.The dynamic height is computed by dividing the NAVD 88
 AS0497.geopotential number by the normal gravity value computed on the
 AS0497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0497.degrees latitude (g = 980.6199 gals.).
 AS0497
 AS0497.The modeled gravity was interpolated from observed gravity values.
 AS0497
 AS0497;                    North         East    Units  Estimated Accuracy
 AS0497;SPC FL N     -    81,420.      559,770.      MT  (+/- 180 meters Scaled)
 AS0497
 AS0497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT015911(NAD 83)
 AS0497
 AS0497                          SUPERSEDED SURVEY CONTROL
 AS0497
 AS0497.No superseded survey control is available for this station.
 AS0497
 AS0497_MARKER: DD = SURVEY DISK
 AS0497_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AS0497+WITH SETTING: PAVEMENT
 AS0497_SP_SET: CONCRETE PLATFORM
 AS0497_STAMPING: 49 79 A10
 AS0497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0497+STABILITY: SURFACE MOTION
 AS0497
 AS0497  HISTORY     - Date     Condition        Report By
 AS0497  HISTORY     - 1979     MONUMENTED       FLDT
 AS0497  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 AS0497
 AS0497                          STATION DESCRIPTION
 AS0497
 AS0497'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0497'2.2 MI WEST FROM EASTPOINT.
 AS0497'FROM THE POST OFFICE AT EASTPOINT, GO 2.2 MILES WEST ALONG U. S.
 AS0497'HIGHWAYS 98 AND 319, ABOUT 300 FEET EAST OF EAST END OF THE GORRIE
 AS0497'MEMORIAL BRIDGE. IT IS SET IN THE SOUTHWEST CORNER OF THE CONCRETE
 AS0497'BASE FOR THE REBECCA HICKEY WAYSIDE PARK MEMORIAL, 94 FEET WEST OF THE
 AS0497'SOUTHWEST CORNER OF THE PICNIC TABLE SHELTER, 43.8 FEET NORTH OF THE
 AS0497'CENTER OD U. S. HIGHWAY 98 AND 32.7 FEET SOUTH OF THE SOUTH EDGE OF
 AS0497'THE CONCRETE SEAWALL.
 AS0497
 AS0497                          STATION RECOVERY (1986)
 AS0497
 AS0497'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0497'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0494 ***********************************************************************
 AS0494  DESIGNATION -  49 79 A 11 FLDT
 AS0494  PID         -  AS0494
 AS0494  STATE/COUNTY-  FL/FRANKLIN
 AS0494  COUNTRY     -  US
 AS0494  USGS QUAD   -  APALACHICOLA (2018)
 AS0494
 AS0494                         *CURRENT SURVEY CONTROL
 AS0494  ______________________________________________________________________
 AS0494* NAD 83(1986) POSITION- 29 44 06.     (N) 084 54 10.     (W)   SCALED
 AS0494* NAVD 88 ORTHO HEIGHT -     2.035 (meters)        6.68  (feet) ADJUSTED
 AS0494  ______________________________________________________________________
 AS0494  GEOID HEIGHT    -        -27.120 (meters)                     GEOID18
 AS0494  DYNAMIC HEIGHT  -          2.032 (meters)        6.67  (feet) COMP
 AS0494  MODELED GRAVITY -    979,310.6   (mgal)                       NAVD 88
 AS0494
 AS0494  VERT ORDER      -  SECOND    CLASS I
 AS0494
 AS0494.The horizontal coordinates were scaled from a map and have
 AS0494.an estimated accuracy of +/- 6 seconds.
 AS0494
 AS0494.The orthometric height was determined by differential leveling and
 AS0494.adjusted by the NATIONAL GEODETIC SURVEY
 AS0494.in June 1991.
 AS0494
 AS0494.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0494.GEOID18 height accuracy estimate available here.
 AS0494
 AS0494.Click photographs - Photos may exist for this station.
 AS0494
 AS0494.The dynamic height is computed by dividing the NAVD 88
 AS0494.geopotential number by the normal gravity value computed on the
 AS0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0494.degrees latitude (g = 980.6199 gals.).
 AS0494
 AS0494.The modeled gravity was interpolated from observed gravity values.
 AS0494
 AS0494;                    North         East    Units  Estimated Accuracy
 AS0494;SPC FL N     -    81,540.      561,040.      MT  (+/- 180 meters Scaled)
 AS0494
 AS0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT028912(NAD 83)
 AS0494
 AS0494                          SUPERSEDED SURVEY CONTROL
 AS0494
 AS0494.No superseded survey control is available for this station.
 AS0494
 AS0494_MARKER: DD = SURVEY DISK
 AS0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0494_STAMPING: 49 79 A11
 AS0494_MARK LOGO: FLDT
 AS0494_PROJECTION: RECESSED 5 CENTIMETERS
 AS0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0494+STABILITY: SURFACE MOTION
 AS0494
 AS0494  HISTORY     - Date     Condition        Report By
 AS0494  HISTORY     - 1979     MONUMENTED       FLDT
 AS0494  HISTORY     - 1983     GOOD             FLDNR
 AS0494  HISTORY     - 19971013 MARK NOT FOUND   USPSQD
 AS0494
 AS0494                          STATION DESCRIPTION
 AS0494
 AS0494'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0494'1.4 MI WEST FROM EASTPOINT.
 AS0494'FROM THE POST OFFICE AT EASTPOINT, GO 1.4 MILE WEST ALONG U. S.
 AS0494'HIGHWAYS 98 AND 319, ABOUT 0.8 MILE EAST OF EAST END OF THE GORRIE
 AS0494'MEMORIAL BRIDGE. IT IS SET IN THE TOP OF A 12 INCH ROUND CONCRETE
 AS0494'POST, 45.2 FEET NORTHEAST OF POINT OF INTERSECTION OF SOUTH CONCRETE
 AS0494'SEAWALL, 44.7 FEET SOUTH OF CENTER OF U. S. HIGHWAY 98, 9.3 FEET NORTH
 AS0494'OF POWER POLE, NUMBER 56X2436R, AND 2.5 FEET NORTH OF A METAL WITNESS
 AS0494'POST.
 AS0494'THE MARK IS 2 FT  N FROM A WITNESS POST.
 AS0494
 AS0494                          STATION RECOVERY (1983)
 AS0494
 AS0494'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AS0494'RECOVERED IN GOOD CONDITION.
 AS0494
 AS0494                          STATION RECOVERY (1997)
 AS0494
 AS0494'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0494'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0493 ***********************************************************************
 AS0493  DESIGNATION -  49 79 A 12
 AS0493  PID         -  AS0493
 AS0493  STATE/COUNTY-  FL/FRANKLIN
 AS0493  COUNTRY     -  US
 AS0493  USGS QUAD   -  APALACHICOLA (2018)
 AS0493
 AS0493                         *CURRENT SURVEY CONTROL
 AS0493  ______________________________________________________________________
 AS0493* NAD 83(1986) POSITION- 29 44 09.     (N) 084 53 24.     (W)   SCALED
 AS0493* NAVD 88 ORTHO HEIGHT -     4.591 (meters)       15.06  (feet) ADJUSTED
 AS0493  ______________________________________________________________________
 AS0493  GEOID HEIGHT    -        -27.114 (meters)                     GEOID18
 AS0493  DYNAMIC HEIGHT  -          4.584 (meters)       15.04  (feet) COMP
 AS0493  MODELED GRAVITY -    979,311.7   (mgal)                       NAVD 88
 AS0493
 AS0493  VERT ORDER      -  SECOND    CLASS I
 AS0493
 AS0493.The horizontal coordinates were scaled from a map and have
 AS0493.an estimated accuracy of +/- 6 seconds.
 AS0493
 AS0493.The orthometric height was determined by differential leveling and
 AS0493.adjusted by the NATIONAL GEODETIC SURVEY
 AS0493.in June 1991.
 AS0493
 AS0493.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0493.GEOID18 height accuracy estimate available here.
 AS0493
 AS0493.Click photographs - Photos may exist for this station.
 AS0493
 AS0493.The dynamic height is computed by dividing the NAVD 88
 AS0493.geopotential number by the normal gravity value computed on the
 AS0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0493.degrees latitude (g = 980.6199 gals.).
 AS0493
 AS0493.The modeled gravity was interpolated from observed gravity values.
 AS0493
 AS0493;                    North         East    Units  Estimated Accuracy
 AS0493;SPC FL N     -    81,630.      562,270.      MT  (+/- 180 meters Scaled)
 AS0493
 AS0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT040913(NAD 83)
 AS0493
 AS0493                          SUPERSEDED SURVEY CONTROL
 AS0493
 AS0493.No superseded survey control is available for this station.
 AS0493
 AS0493_STAMPING: 49 79 A12
 AS0493
 AS0493  HISTORY     - Date     Condition        Report By
 AS0493  HISTORY     - 1979     MONUMENTED       FLDT
 AS0493  HISTORY     - 19971114 MARK NOT FOUND   USPSQD
 AS0493  HISTORY     - 20180206 MARK NOT FOUND   FLDEP
 AS0493
 AS0493                          STATION DESCRIPTION
 AS0493
 AS0493'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0493'0.6 MI WEST FROM EASTPOINT.
 AS0493'FROM THE POST OFFICE AT EASTPOINT, GO 0.6 MILE WEST ALONG U. S.
 AS0493'HIGHWAYS 98 AND 319, ABOUT 0.1 MILE WEST OF TOLL HIGHWAY TO ST. GEORGE
 AS0493'ISLAND. IT IS SET IN THE TOP OF A CONCRETE HEADWALL, 104 FEET EAST OF
 AS0493'A 45 MILES PER HOUR SIGN POST, 16.2 FEET SOUTH OF THE CENTER OF U. S.
 AS0493'HIGHWAY 98, 3.3 FEET EAST OF A METAL REFLECTOR POST AND 0.5 FOOT WEST
 AS0493'OF THE EAST END OF THE CONCRETE HEADWALL.
 AS0493
 AS0493                          STATION RECOVERY (1997)
 AS0493
 AS0493'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0493'MARK NOT FOUND.
 AS0493
 AS0493                          STATION RECOVERY (2018)
 AS0493
 AS0493'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AS0493'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0492 ***********************************************************************
 AS0492  DESIGNATION -  49 79 A 13
 AS0492  PID         -  AS0492
 AS0492  STATE/COUNTY-  FL/FRANKLIN
 AS0492  COUNTRY     -  US
 AS0492  USGS QUAD   -  APALACHICOLA (2018)
 AS0492
 AS0492                         *CURRENT SURVEY CONTROL
 AS0492  ______________________________________________________________________
 AS0492* NAD 83(1986) POSITION- 29 44 17.     (N) 084 52 36.     (W)   SCALED
 AS0492* NAVD 88 ORTHO HEIGHT -     1.703 (meters)        5.59  (feet) ADJUSTED
 AS0492  ______________________________________________________________________
 AS0492  GEOID HEIGHT    -        -27.108 (meters)                     GEOID18
 AS0492  DYNAMIC HEIGHT  -          1.701 (meters)        5.58  (feet) COMP
 AS0492  MODELED GRAVITY -    979,312.8   (mgal)                       NAVD 88
 AS0492
 AS0492  VERT ORDER      -  SECOND    CLASS I
 AS0492
 AS0492.The horizontal coordinates were scaled from a map and have
 AS0492.an estimated accuracy of +/- 6 seconds.
 AS0492
 AS0492.The orthometric height was determined by differential leveling and
 AS0492.adjusted by the NATIONAL GEODETIC SURVEY
 AS0492.in June 1991.
 AS0492
 AS0492.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0492.GEOID18 height accuracy estimate available here.
 AS0492
 AS0492.Click photographs - Photos may exist for this station.
 AS0492
 AS0492.The dynamic height is computed by dividing the NAVD 88
 AS0492.geopotential number by the normal gravity value computed on the
 AS0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0492.degrees latitude (g = 980.6199 gals.).
 AS0492
 AS0492.The modeled gravity was interpolated from observed gravity values.
 AS0492
 AS0492;                    North         East    Units  Estimated Accuracy
 AS0492;SPC FL N     -    81,870.      563,560.      MT  (+/- 180 meters Scaled)
 AS0492
 AS0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT053916(NAD 83)
 AS0492
 AS0492                          SUPERSEDED SURVEY CONTROL
 AS0492
 AS0492.No superseded survey control is available for this station.
 AS0492
 AS0492_STAMPING: 49 79 A13
 AS0492
 AS0492  HISTORY     - Date     Condition        Report By
 AS0492  HISTORY     - 1979     MONUMENTED       FLDT
 AS0492  HISTORY     - 19971114 MARK NOT FOUND   USPSQD
 AS0492  HISTORY     - 20180206 MARK NOT FOUND   FLDEP
 AS0492
 AS0492                          STATION DESCRIPTION
 AS0492
 AS0492'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0492'0.2 MI NE FROM EASTPOINT.
 AS0492'FROM THE POST OFFICE AT EASTPOINT, GO 0.2 MILES NORTHEAST ALONG U. S.
 AS0492'HIGHWAYS 98 AND 319 TO JUNCTION OF SHULER AVENUE LEADING NORTH. IT IS
 AS0492'SET IN THE TOP OF A CONCRETE HEADWALL, 33 FEET NORTH OF THE CENTER OF
 AS0492'U. S. HIGHWAY 98, 29.5 FEET EAST OF THE CENTER OF SHULER AVENUE, 17.6
 AS0492'FEET SOUTH OF A POWER POLE, NUMBER 56X2619R, 9.8 FEET SOUTH OF A
 AS0492'TELEPHONE POLE AND 4.3 FEET SOUTH OF THE NORTH END OF THE CONCRETE
 AS0492'HEADWALL.
 AS0492
 AS0492                          STATION RECOVERY (1997)
 AS0492
 AS0492'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0492'MARK NOT FOUND.
 AS0492
 AS0492                          STATION RECOVERY (2018)
 AS0492
 AS0492'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AS0492'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0491 ***********************************************************************
 AS0491  DESIGNATION -  49 79 A 14
 AS0491  PID         -  AS0491
 AS0491  STATE/COUNTY-  FL/FRANKLIN
 AS0491  COUNTRY     -  US
 AS0491  USGS QUAD   -  GOOSE ISLAND (2018)
 AS0491
 AS0491                         *CURRENT SURVEY CONTROL
 AS0491  ______________________________________________________________________
 AS0491* NAD 83(1986) POSITION- 29 44 38.     (N) 084 51 58.     (W)   SCALED
 AS0491* NAVD 88 ORTHO HEIGHT -     2.429 (meters)        7.97  (feet) ADJUSTED
 AS0491  ______________________________________________________________________
 AS0491  GEOID HEIGHT    -        -27.106 (meters)                     GEOID18
 AS0491  DYNAMIC HEIGHT  -          2.426 (meters)        7.96  (feet) COMP
 AS0491  MODELED GRAVITY -    979,313.8   (mgal)                       NAVD 88
 AS0491
 AS0491  VERT ORDER      -  SECOND    CLASS I
 AS0491
 AS0491.The horizontal coordinates were scaled from a map and have
 AS0491.an estimated accuracy of +/- 6 seconds.
 AS0491
 AS0491.The orthometric height was determined by differential leveling and
 AS0491.adjusted by the NATIONAL GEODETIC SURVEY
 AS0491.in June 1991.
 AS0491
 AS0491.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0491.GEOID18 height accuracy estimate available here.
 AS0491
 AS0491.Click photographs - Photos may exist for this station.
 AS0491
 AS0491.The dynamic height is computed by dividing the NAVD 88
 AS0491.geopotential number by the normal gravity value computed on the
 AS0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0491.degrees latitude (g = 980.6199 gals.).
 AS0491
 AS0491.The modeled gravity was interpolated from observed gravity values.
 AS0491
 AS0491;                    North         East    Units  Estimated Accuracy
 AS0491;SPC FL N     -    82,520.      564,590.      MT  (+/- 180 meters Scaled)
 AS0491
 AS0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT063923(NAD 83)
 AS0491
 AS0491                          SUPERSEDED SURVEY CONTROL
 AS0491
 AS0491.No superseded survey control is available for this station.
 AS0491
 AS0491_STAMPING: 49 79 A14
 AS0491
 AS0491  HISTORY     - Date     Condition        Report By
 AS0491  HISTORY     - 1979     MONUMENTED       FLDT
 AS0491  HISTORY     - 19971114 MARK NOT FOUND   USPSQD
 AS0491  HISTORY     - 20180206 MARK NOT FOUND   FLDEP
 AS0491
 AS0491                          STATION DESCRIPTION
 AS0491
 AS0491'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0491'1 MI NE FROM EASTPOINT.
 AS0491'FROM THE POST OFFICE AT EASTPOINT, GO 1 MILE NORTHEAST ALONG U. S.
 AS0491'HIGHWAYS 98 AND 319 TO JUNCTION OF SIXTH STREET LEADING NORTH. IT IS
 AS0491'SET IN THE TOP OF A CONCRETE HEADWALL, 30.4 FEET NORTH OF THE CENTER
 AS0491'OF U. S. HIGHWAY 98, 27.3 FEET EAST OF THE CENTER OF SIXTH STREET,
 AS0491'20.5 FEET SOUTH SOUTHWEST OF A CHAIN LINK FENCE CORNER POST AND 0.6
 AS0491'FOOT SOUTH OF THE NORTH END OF THE CONCRETE HEADWALL.
 AS0491
 AS0491                          STATION RECOVERY (1997)
 AS0491
 AS0491'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0491'MARK NOT FOUND.
 AS0491
 AS0491                          STATION RECOVERY (2018)
 AS0491
 AS0491'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AS0491'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0490 ***********************************************************************
 AS0490  DESIGNATION -  49 79 A 15
 AS0490  PID         -  AS0490
 AS0490  STATE/COUNTY-  FL/FRANKLIN
 AS0490  COUNTRY     -  US
 AS0490  USGS QUAD   -  GREEN POINT (2018)
 AS0490
 AS0490                         *CURRENT SURVEY CONTROL
 AS0490  ______________________________________________________________________
 AS0490* NAD 83(1986) POSITION- 29 44 59.48   (N) 084 51 01.14   (W)   HD_HELD1
 AS0490* NAVD 88 ORTHO HEIGHT -     3.498 (meters)       11.48  (feet) ADJUSTED
 AS0490  ______________________________________________________________________
 AS0490  GEOID HEIGHT    -        -27.104 (meters)                     GEOID18
 AS0490  DYNAMIC HEIGHT  -          3.493 (meters)       11.46  (feet) COMP
 AS0490  MODELED GRAVITY -    979,315.1   (mgal)                       NAVD 88
 AS0490
 AS0490  VERT ORDER      -  FIRST     CLASS II
 AS0490
 AS0490.The horizontal coordinates were determined by differentially corrected
 AS0490.hand held GPS observations or other comparable positioning techniques
 AS0490.and have an estimated accuracy of +/- 3 meters.
 AS0490
 AS0490.The orthometric height was determined by differential leveling and
 AS0490.adjusted by the NATIONAL GEODETIC SURVEY
 AS0490.in March 2020.
 AS0490
 AS0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0490.GEOID18 height accuracy estimate available here.
 AS0490
 AS0490.Click photographs - Photos may exist for this station.
 AS0490
 AS0490.The dynamic height is computed by dividing the NAVD 88
 AS0490.geopotential number by the normal gravity value computed on the
 AS0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0490.degrees latitude (g = 980.6199 gals.).
 AS0490
 AS0490.The modeled gravity was interpolated from observed gravity values.
 AS0490
 AS0490;                    North         East    Units  Estimated Accuracy
 AS0490;SPC FL N     -    83,171.7     566,115.7     MT  (+/- 3 meters HH1 GPS) 
 AS0490
 AS0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT0787493003(NAD 83)
 AS0490
 AS0490                          SUPERSEDED SURVEY CONTROL
 AS0490
 AS0490  NAVD 88 (06/15/91)    3.494  (m)           11.46   (f) SUPERSEDED  2 1
 AS0490
 AS0490.Superseded values are not recommended for survey control.
 AS0490
 AS0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0490.See file dsdata.pdf to determine how the superseded data were derived.
 AS0490
 AS0490_MARKER: DD = SURVEY DISK
 AS0490_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AS0490_SP_SET: BRIDGE GUARDRAIL
 AS0490_STAMPING: 49 79 A15
 AS0490_MARK LOGO: FLDT
 AS0490_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0490_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0490+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2018
 AS0490
 AS0490  HISTORY     - Date     Condition        Report By
 AS0490  HISTORY     - 1979     MONUMENTED       FLDT
 AS0490  HISTORY     - 1986     GOOD             USPSQD
 AS0490  HISTORY     - 1989     GOOD             USPSQD
 AS0490  HISTORY     - 19971114 GOOD             USPSQD
 AS0490  HISTORY     - 20070206 GOOD             FLDEP
 AS0490  HISTORY     - 20180205 GOOD             FLDEP
 AS0490
 AS0490                          STATION DESCRIPTION
 AS0490
 AS0490'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0490'2.0 MI NE FROM EASTPOINT.
 AS0490'FROM THE POST OFFICE AT EASTPOINT, GO 2 MILES NORTHEAST ALONG U. S.
 AS0490'HIGHWAYS 98 AND 319 TO THE PORTERS BAR CREEK BRIDGE. IT IS SET IN THE
 AS0490'TOP OF THE WEST END OF THE SOUTH BRIDGERAIL, 51 FEET SOUTH OF A
 AS0490'TELEPHONE POLE NUMBER 28A, 20.5 FEET SOUTH OF THE CENTER OF U.S.
 AS0490'HIGHWAY 98 AND 1.2 FEET EAST OF THE WEST END OF THE SOUTH BRIDGERAIL.
 AS0490'THE MARK IS 3 FT ABOVE HIGHWAY.
 AS0490
 AS0490                          STATION RECOVERY (1986)
 AS0490
 AS0490'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0490'RECOVERED IN GOOD CONDITION.
 AS0490
 AS0490                          STATION RECOVERY (1989)
 AS0490
 AS0490'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AS0490'RECOVERED IN GOOD CONDITION.
 AS0490
 AS0490                          STATION RECOVERY (1997)
 AS0490
 AS0490'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0490'RECOVERED IN GOOD CONDITION.
 AS0490
 AS0490                          STATION RECOVERY (2007)
 AS0490
 AS0490'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AS0490'RECOVERED AS DESCRIBED.
 AS0490
 AS0490                          STATION RECOVERY (2018)
 AS0490
 AS0490'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AS0490'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0489 ***********************************************************************
 AS0489  DESIGNATION -  49 79 A 16
 AS0489  PID         -  AS0489
 AS0489  STATE/COUNTY-  FL/FRANKLIN
 AS0489  COUNTRY     -  US
 AS0489  USGS QUAD   -  GREEN POINT (2018)
 AS0489
 AS0489                         *CURRENT SURVEY CONTROL
 AS0489  ______________________________________________________________________
 AS0489* NAD 83(1986) POSITION- 29 45 16.56   (N) 084 50 26.66   (W)   HD_HELD1
 AS0489* NAVD 88 ORTHO HEIGHT -     1.960 (meters)        6.43  (feet) ADJUSTED
 AS0489  ______________________________________________________________________
 AS0489  GEOID HEIGHT    -        -27.105 (meters)                     GEOID18
 AS0489  DYNAMIC HEIGHT  -          1.957 (meters)        6.42  (feet) COMP
 AS0489  MODELED GRAVITY -    979,316.0   (mgal)                       NAVD 88
 AS0489
 AS0489  VERT ORDER      -  FIRST     CLASS II
 AS0489
 AS0489.The horizontal coordinates were determined by differentially corrected
 AS0489.hand held GPS observations or other comparable positioning techniques
 AS0489.and have an estimated accuracy of +/- 3 meters.
 AS0489
 AS0489.The orthometric height was determined by differential leveling and
 AS0489.adjusted by the NATIONAL GEODETIC SURVEY
 AS0489.in March 2020.
 AS0489
 AS0489.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0489.GEOID18 height accuracy estimate available here.
 AS0489
 AS0489.Click photographs - Photos may exist for this station.
 AS0489
 AS0489.The dynamic height is computed by dividing the NAVD 88
 AS0489.geopotential number by the normal gravity value computed on the
 AS0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0489.degrees latitude (g = 980.6199 gals.).
 AS0489
 AS0489.The modeled gravity was interpolated from observed gravity values.
 AS0489
 AS0489;                    North         East    Units  Estimated Accuracy
 AS0489;SPC FL N     -    83,694.8     567,043.7     MT  (+/- 3 meters HH1 GPS) 
 AS0489
 AS0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT0879193546(NAD 83)
 AS0489
 AS0489                          SUPERSEDED SURVEY CONTROL
 AS0489
 AS0489  NAVD 88 (06/15/91)    1.961  (m)            6.43   (f) SUPERSEDED  2 1
 AS0489
 AS0489.Superseded values are not recommended for survey control.
 AS0489
 AS0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0489.See file dsdata.pdf to determine how the superseded data were derived.
 AS0489
 AS0489_MARKER: DD = SURVEY DISK
 AS0489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0489_STAMPING: 49 79 A16
 AS0489_MARK LOGO: FLDT
 AS0489_PROJECTION: RECESSED 20 CENTIMETERS
 AS0489_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0489+STABILITY: SURFACE MOTION
 AS0489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AS0489+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2018
 AS0489
 AS0489  HISTORY     - Date     Condition        Report By
 AS0489  HISTORY     - 1979     MONUMENTED       FLDT
 AS0489  HISTORY     - 1986     GOOD             USPSQD
 AS0489  HISTORY     - 19971114 GOOD             USPSQD
 AS0489  HISTORY     - 20070206 GOOD             FLDEP
 AS0489  HISTORY     - 20180205 GOOD             FLDEP
 AS0489
 AS0489                          STATION DESCRIPTION
 AS0489
 AS0489'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0489'2.6 MI NE FROM EASTPOINT.
 AS0489'FROM THE POST OFFICE AT EASTPOINT, GO 2.6 MILES NORTHEAST ALONG U. S.
 AS0489'HIGHWAYS 98 AND 319 TO THE EASTPOINT ASSEMBLY OF GOD CHURCH. IT IS SET
 AS0489'IN TOP OF A 12 INCH ROUND CONCRETE POST, 85.2 FEET EAST OF THE SOUTH
 AS0489'END OF THE EASTPOINT ASSEMBLY OF GOD CHURCH SIGN, 49 FEET NORTH OF THE
 AS0489'CENTER OF U. S. HIGHWAY 98, 20 FEET EAST OF THE CENTER OF A DIRT
 AS0489'DRIVEWAY LEADING NORTH TO THE CHURCH AND 15.7 FEET NORTH NORTHWEST OF
 AS0489'A POWER POLE.
 AS0489'THE MARK IS 2 FT  S FROM A WITNESS POST.
 AS0489
 AS0489                          STATION RECOVERY (1986)
 AS0489
 AS0489'RECOVERY NOTE BY US POWER SQUADRON 1986 (ASK)
 AS0489'RECOVERED IN GOOD CONDITION.
 AS0489
 AS0489                          STATION RECOVERY (1997)
 AS0489
 AS0489'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0489'RECOVERED IN GOOD CONDITION.
 AS0489
 AS0489                          STATION RECOVERY (2007)
 AS0489
 AS0489'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AS0489'RECOVERED AS DESCRIBED.
 AS0489
 AS0489                          STATION RECOVERY (2018)
 AS0489
 AS0489'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AS0489'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0499 ***********************************************************************
 AS0499  DESIGNATION -  49 79 A 17 FLDT
 AS0499  PID         -  AS0499
 AS0499  STATE/COUNTY-  FL/FRANKLIN
 AS0499  COUNTRY     -  US
 AS0499  USGS QUAD   -  APALACHICOLA (2018)
 AS0499
 AS0499                         *CURRENT SURVEY CONTROL
 AS0499  ______________________________________________________________________
 AS0499* NAD 83(1986) POSITION- 29 44 01.     (N) 084 54 59.     (W)   SCALED
 AS0499* NAVD 88 ORTHO HEIGHT -     3.654 (meters)       11.99  (feet) ADJUSTED
 AS0499  ______________________________________________________________________
 AS0499  GEOID HEIGHT    -        -27.127 (meters)                     GEOID18
 AS0499  DYNAMIC HEIGHT  -          3.649 (meters)       11.97  (feet) COMP
 AS0499  MODELED GRAVITY -    979,309.4   (mgal)                       NAVD 88
 AS0499
 AS0499  VERT ORDER      -  SECOND    CLASS I
 AS0499
 AS0499.The horizontal coordinates were scaled from a map and have
 AS0499.an estimated accuracy of +/- 6 seconds.
 AS0499
 AS0499.The orthometric height was determined by differential leveling and
 AS0499.adjusted by the NATIONAL GEODETIC SURVEY
 AS0499.in June 1991.
 AS0499
 AS0499.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0499.GEOID18 height accuracy estimate available here.
 AS0499
 AS0499.Click photographs - Photos may exist for this station.
 AS0499
 AS0499.The dynamic height is computed by dividing the NAVD 88
 AS0499.geopotential number by the normal gravity value computed on the
 AS0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0499.degrees latitude (g = 980.6199 gals.).
 AS0499
 AS0499.The modeled gravity was interpolated from observed gravity values.
 AS0499
 AS0499;                    North         East    Units  Estimated Accuracy
 AS0499;SPC FL N     -    81,390.      559,720.      MT  (+/- 180 meters Scaled)
 AS0499
 AS0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT015910(NAD 83)
 AS0499
 AS0499                          SUPERSEDED SURVEY CONTROL
 AS0499
 AS0499.No superseded survey control is available for this station.
 AS0499
 AS0499_MARKER: DD = SURVEY DISK
 AS0499_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AS0499_SP_SET: CONCRETE BRIDGERAIL
 AS0499_STAMPING: 49 79 A17
 AS0499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AS0499
 AS0499  HISTORY     - Date     Condition        Report By
 AS0499  HISTORY     - 1979     MONUMENTED       FLDT
 AS0499  HISTORY     - 19971013 MARK NOT FOUND   USPSQD
 AS0499
 AS0499                          STATION DESCRIPTION
 AS0499
 AS0499'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AS0499'2.2 MI WEST FROM EASTPOINT.
 AS0499'FROM THE POST OFFICE AT EASTPOINT, GO 2.2 MILES WEST ALONG U. S.
 AS0499'HIGHWAYS 98 AND 319 TO THE EAST END OF THE GORRIE MEMORIAL BRIDGE. IT
 AS0499'IS SET IN THE BOTTOM PART OF THE CONCRETE BRIDGERAIL, 12.3 FEET SOUTH
 AS0499'OF THE CENTER OF U. S. HIGHWAY 98, 5.5 FEET NORTH OF THE SOUTH EDGE OF
 AS0499'A WOOD WALKWAY AND 0.5 FOOT WEST OF THE EAST END OF THE SOUTH
 AS0499'BRIDGERAIL.
 AS0499
 AS0499                          STATION RECOVERY (1997)
 AS0499
 AS0499'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0499'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0536 ***********************************************************************
 AS0536  DESIGNATION -  49 80 A01
 AS0536  PID         -  AS0536
 AS0536  STATE/COUNTY-  FL/FRANKLIN
 AS0536  COUNTRY     -  US
 AS0536  USGS QUAD   -  WEST PASS (2018)
 AS0536
 AS0536                         *CURRENT SURVEY CONTROL
 AS0536  ______________________________________________________________________
 AS0536* NAD 83(1986) POSITION- 29 37 29.7    (N) 085 05 44.4    (W)   HD_HELD2
 AS0536* NAVD 88 ORTHO HEIGHT -     2.949 (meters)        9.68  (feet) ADJUSTED
 AS0536  ______________________________________________________________________
 AS0536  GEOID HEIGHT    -        -27.117 (meters)                     GEOID18
 AS0536  DYNAMIC HEIGHT  -          2.945 (meters)        9.66  (feet) COMP
 AS0536  MODELED GRAVITY -    979,292.2   (mgal)                       NAVD 88
 AS0536
 AS0536  VERT ORDER      -  SECOND    CLASS I
 AS0536
 AS0536.The horizontal coordinates were established by autonomous hand held GPS
 AS0536.observations and have an estimated accuracy of +/- 10 meters.
 AS0536
 AS0536.The orthometric height was determined by differential leveling and
 AS0536.adjusted by the NATIONAL GEODETIC SURVEY
 AS0536.in June 1991.
 AS0536
 AS0536.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0536.GEOID18 height accuracy estimate available here.
 AS0536
 AS0536.Click photographs - Photos may exist for this station.
 AS0536
 AS0536.The dynamic height is computed by dividing the NAVD 88
 AS0536.geopotential number by the normal gravity value computed on the
 AS0536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0536.degrees latitude (g = 980.6199 gals.).
 AS0536
 AS0536.The modeled gravity was interpolated from observed gravity values.
 AS0536
 AS0536;                    North         East    Units  Estimated Accuracy
 AS0536;SPC FL N     -    69,421.      542,312.      MT  (+/- 10 meters HH2 GPS)
 AS0536
 AS0536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT8437278739(NAD 83)
 AS0536
 AS0536                          SUPERSEDED SURVEY CONTROL
 AS0536
 AS0536.No superseded survey control is available for this station.
 AS0536
 AS0536_MARKER: DD = SURVEY DISK
 AS0536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0536_STAMPING: 49 80 A01
 AS0536_MARK LOGO: FLDNR
 AS0536_PROJECTION: RECESSED 8 CENTIMETERS
 AS0536_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0536+STABILITY: SURFACE MOTION
 AS0536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0536+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2012
 AS0536
 AS0536  HISTORY     - Date     Condition        Report By
 AS0536  HISTORY     - 1980     MONUMENTED       FLDT
 AS0536  HISTORY     - 1987     GOOD             FLDNR
 AS0536  HISTORY     - 19980518 POOR             USPSQD
 AS0536  HISTORY     - 20111203 GOOD             FLDEP
 AS0536  HISTORY     - 20121011 GOOD             FLDEP
 AS0536
 AS0536                          STATION DESCRIPTION
 AS0536
 AS0536'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0536'9.75 MI SW FROM APALACHICOLA.
 AS0536'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 4.0 MILES
 AS0536'NORTHWEST ALONG THE BEACH TO THE END OF THE ISLAND AND THE MARK.  THE
 AS0536'MARK IS SET ATOP A LOW SAND DUNE, BEHIND THE HIGHEST DUNES AT THE END
 AS0536'OF THE ISLAND.  THE MARK IS EAST OF THE NORTH OF THE TREE LINE.  THE
 AS0536'MARK BEARS 94.5 FEET SOUTHWEST OF A LOW 12 INCH PINE TREE, 108.0 FEET
 AS0536'EAST OF A LONE 5 INCH PINE TREE, 38.1 FEET SOUTHWEST OF MARK 49 80
 AS0536'A01 RM1 45.5 FEET SOUTHEAST OF 49 80 A01 RM2, AND 942.4 FEET
 AS0536'NORTH-NORTHWEST OF 49 80 A02.
 AS0536'THE MARK IS 4.6 FT  E FROM A WITNESS POST.
 AS0536
 AS0536                          STATION RECOVERY (1998)
 AS0536
 AS0536'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0536'MARK RECOVERED IN POOR CONDITION.
 AS0536
 AS0536                          STATION RECOVERY (2011)
 AS0536
 AS0536'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RWH)
 AS0536'THE STATION IS LOCATED ABOUT 17.9 MI (28.8 KM) SOUTHEAST OF PORT SAINT
 AS0536'JOE, 17.5 MI (28.2 KM) SOUTH-SOUTHWEST OF BEVERLY AND 9.7 MI (15.6 KM)
 AS0536'SOUTHWEST OF APALACHICOLA.
 AS0536'
 AS0536'TO REACH THE MARK FROM THE SOUTH END OF THE WESTERN MOST BOAT DOCK OF
 AS0536'TWO DOCKS ON THE NORTH SIDE OF LITTLE SAINT GEORGE ISLAND, GO
 AS0536'SOUTH-SOUTHEAST ON THE ISLANDS MAIN NORTH-TO-SOUTH SAND ROAD FOR 150.0
 AS0536'FT (45.7 M) TO THE JUNCTION OF A SAND DRIVE TO THE EAST THAT GOES TO
 AS0536'THE ONLY HOUSE ON THE ISLAND, NOTE-THE HOUSE IS SOUTHEAST OF THE SOUTH
 AS0536'END OF THE DOCK AND IS CALLED THE MARSHALL HOUSE FIELD STATION.
 AS0536'CONTINUE SOUTH-SOUTHEAST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.15
 AS0536'MI (0.2 KM) TO THE INTERSECTION OF FOUR SAND ROADS, THE SAND ROAD THAT
 AS0536'GOES TO THE SOUTHWEST IS THE MAIN NORTH-TO-SOUTH ROAD, THE SAND ROAD
 AS0536'THAT GOES TO THE NORTHEAST IS THE ROAD TO THE EASTERN MOST DOCK ON THE
 AS0536'ISLAND AND IS CALLED THE GOVERNMENT DOCK, THE ROAD TO THE SOUTHEAST IS
 AS0536'THE MAIN SAND ROAD TO REACH THE EAST END OF THE ISLAND.  CONTINUE
 AS0536'SOUTHWEST ON THE MAIN NORTH-TO-SOUTH SAND FOR 0.5 MI (0.8 KM) TO THE
 AS0536'JUNCTION OF A DIM SAND ROAD THAT RUNS NORTHWEST-TO-SOUTHEAST.
 AS0536'CONTINUE SOUTHWEST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.15 MI
 AS0536'(0.2 KM) TO ITS END AT THE BEACH ON THE GULF OF MEXICO.  TURN RIGHT ON
 AS0536'THE BEACH AND GO NORTHWEST FOR 3.3 MI (5.3 KM) TO THE MARK ON THE
 AS0536'RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.3 FT (9 CM)
 AS0536'BELOW THE LEVEL OF THE GROUND.
 AS0536'
 AS0536'LOCATED ABOUT 500.0 FT (152.4 M) SOUTHEAST OF THE NORTHWEST EDGE OF
 AS0536'THE DUNE-VEGETATION LINE AT THE NORTHWEST END OF THE ISLAND AND 4.3 FT
 AS0536'(1.3 M) EAST-NORTHEAST OF A METAL WITNESS POST.
 AS0536'
 AS0536'NOTE THE MARK IS ON LITTLE SAINT GEORGE ISLAND WHICH IS REACHED ONLY
 AS0536'BY BOAT OR HELICOPTER AND THEN BY WALKING OR BY A FOUR WHEEL DRIVE
 AS0536'VEHICLE.
 AS0536'
 AS0536'NOTE LIGHTHOUSE ON LITTLE SAINT GEORGE ISLAND WAS DESTROYED BY
 AS0536'EROSION, THE REMAINS OF THE LIGHTHOUSE WAS MOVED TO SAINT GEORGE
 AS0536'ISLAND WHERE IT WAS RE-CONSTRUCTED.
 AS0536'
 AS0536'NOTE THE MARK WAS NOT LEVELED TO AT THIS TIME.
 AS0536
 AS0536                          STATION RECOVERY (2012)
 AS0536
 AS0536'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (RWH)
 AS0536'RECOVERED IN GOOD CONDITION WITH THESE ADDITIONS.
 AS0536'
 AS0536'NOTE - OWNERSHIP LITTLE SAINT GEORGE ISLAND IS OWNED BY THE STATE OF
 AS0536'FLORIDA AND IS PART OF THE APALACHICOLA NATIONAL ESTUARINE RESEARCH
 AS0536'RESERVE.  OFFICE LOCATED AT 108 ISLAND DRIVE, EASTPOINT, FLORIDA
 AS0536'32328, TELEPHONE NUMBER 850-670-7700.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0537 ***********************************************************************
 AS0537  DESIGNATION -  49 80 A02
 AS0537  PID         -  AS0537
 AS0537  STATE/COUNTY-  FL/FRANKLIN
 AS0537  COUNTRY     -  US
 AS0537  USGS QUAD   -  CAPE SAINT GEORGE (2018)
 AS0537
 AS0537                         *CURRENT SURVEY CONTROL
 AS0537  ______________________________________________________________________
 AS0537* NAD 83(1986) POSITION- 29 37 21.3    (N) 085 05 39.8    (W)   HD_HELD2
 AS0537* NAVD 88 ORTHO HEIGHT -     1.839 (meters)        6.03  (feet) ADJUSTED
 AS0537  ______________________________________________________________________
 AS0537  GEOID HEIGHT    -        -27.117 (meters)                     GEOID18
 AS0537  DYNAMIC HEIGHT  -          1.837 (meters)        6.03  (feet) COMP
 AS0537  MODELED GRAVITY -    979,291.9   (mgal)                       NAVD 88
 AS0537
 AS0537  VERT ORDER      -  SECOND    CLASS I
 AS0537
 AS0537.The horizontal coordinates were established by autonomous hand held GPS
 AS0537.observations and have an estimated accuracy of +/- 10 meters.
 AS0537
 AS0537.The orthometric height was determined by differential leveling and
 AS0537.adjusted by the NATIONAL GEODETIC SURVEY
 AS0537.in June 1991.
 AS0537
 AS0537.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0537.GEOID18 height accuracy estimate available here.
 AS0537
 AS0537.Click photographs - Photos may exist for this station.
 AS0537
 AS0537.The dynamic height is computed by dividing the NAVD 88
 AS0537.geopotential number by the normal gravity value computed on the
 AS0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0537.degrees latitude (g = 980.6199 gals.).
 AS0537
 AS0537.The modeled gravity was interpolated from observed gravity values.
 AS0537
 AS0537;                    North         East    Units  Estimated Accuracy
 AS0537;SPC FL N     -    69,162.      542,435.      MT  (+/- 10 meters HH2 GPS)
 AS0537
 AS0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT8450078482(NAD 83)
 AS0537
 AS0537                          SUPERSEDED SURVEY CONTROL
 AS0537
 AS0537.No superseded survey control is available for this station.
 AS0537
 AS0537_MARKER: DD = SURVEY DISK
 AS0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0537_STAMPING: 49 80 A02
 AS0537_MARK LOGO: FLDNR
 AS0537_PROJECTION: RECESSED 5 CENTIMETERS
 AS0537_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0537+STABILITY: SURFACE MOTION
 AS0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0537+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2012
 AS0537
 AS0537  HISTORY     - Date     Condition        Report By
 AS0537  HISTORY     - 1985     MONUMENTED       FLDT
 AS0537  HISTORY     - 1987     GOOD             FLDNR
 AS0537  HISTORY     - 20111203 GOOD             FLDEP
 AS0537  HISTORY     - 20121011 GOOD             FLDEP
 AS0537
 AS0537                          STATION DESCRIPTION
 AS0537
 AS0537'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0537'9.75 MI SW FROM APALACHICOLA.
 AS0537'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 3.6 MILES
 AS0537'NORTHWEST ALONG THE BEACH TO THE MARK.  THE MARK IS LOCATED IN A LOW
 AS0537'FLAT AREA.  THE MARK BEARS ABOUT 450 FEET NORTHEAST OF THE HIGH WATER
 AS0537'LINE, 50 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF MARSHLINE, 72.5 FEET
 AS0537'SOUTHEAST OF A SMALL PINE BUSH, 8.7 FEET NORTHWEST OF A SMALL PINE
 AS0537'BUSH, 327.1 FEET NORTHEAST OF MARK Z 339 1977, 340.3 FEET NORTH OF R2
 AS0537'FRKLN 1973, AND 287.2 FEET SOUTH-SOUTHEAST OF 49 80 A01.
 AS0537'THE MARK IS 4.3 FT  SW FROM A WITNESS POST.
 AS0537
 AS0537                          STATION RECOVERY (2011)
 AS0537
 AS0537'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RWH)
 AS0537'THE STATION IS LOCATED ABOUT 18.1 MI (29.1 KM) SOUTHEAST OF PORT SAINT
 AS0537'JOE, 17.6 MI (28.3 KM) SOUTH-SOUTHWEST OF BEVERLY AND 9.7 MI (15.6 KM)
 AS0537'SOUTHWEST OF APALACHICOLA.
 AS0537'
 AS0537'TO REACH THE MARK FROM THE SOUTH END OF THE WESTERN MOST BOAT DOCK OF
 AS0537'TWO DOCKS ON THE NORTH SIDE OF LITTLE SAINT GEORGE ISLAND, GO
 AS0537'SOUTH-SOUTHEAST ON THE ISLANDS MAIN NORTH-TO-SOUTH SAND ROAD FOR 150.0
 AS0537'FT (45.7 M) TO THE JUNCTION OF A SAND DRIVE TO THE EAST THAT GOES TO
 AS0537'THE ONLY HOUSE ON THE ISLAND, NOTE-THE HOUSE IS SOUTHEAST OF THE SOUTH
 AS0537'END OF THE DOCK AND IS CALLED THE MARSHALL HOUSE FIELD STATION.
 AS0537'CONTINUE SOUTH-SOUTHEAST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.15
 AS0537'MI (0.2 KM) TO THE INTERSECTION OF FOUR SAND ROADS, THE SAND ROAD THAT
 AS0537'GOES TO THE SOUTHWEST IS THE MAIN NORTH-TO-SOUTH ROAD, THE SAND ROAD
 AS0537'THAT GOES TO THE NORTHEAST IS THE ROAD TO THE EASTERN MOST DOCK ON THE
 AS0537'ISLAND AND IS CALLED THE GOVERNMENT DOCK, THE ROAD TO THE SOUTHEAST IS
 AS0537'THE MAIN SAND ROAD TO REACH THE EAST END OF THE ISLAND.  CONTINUE
 AS0537'SOUTHWEST ON THE MAIN NORTH-TO-SOUTH SAND FOR 0.5 MI (0.8 KM) TO THE
 AS0537'JUNCTION OF A DIM SAND ROAD THAT RUNS NORTHWEST-TO-SOUTHEAST.
 AS0537'CONTINUE SOUTHWEST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.15 MI
 AS0537'(0.2 KM) TO ITS END AT THE BEACH ON THE GULF OF MEXICO.  TURN RIGHT ON
 AS0537'THE BEACH AND GO NORTHWEST FOR 2.9 MI (4.7 KM) TO THE MARK ON THE
 AS0537'RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.2 FT (6 CM)
 AS0537'BELOW THE LEVEL OF THE GROUND.
 AS0537'
 AS0537'LOCATED ABOUT 525.0 FT (160.0 M) NORTHEAST OF THE SOUTHWEST EDGE OF
 AS0537'THE DUNE-VEGETATION LINE, ABOUT 318.0 FT (96.9 M) NORTHEAST OF
 AS0537'VERTICAL CONTROL MARK Z 339 (PID NUMBER AS0399) AND 4.0 FT (1.2 M)
 AS0537'SOUTHWEST OF A METAL WITNESS POST.
 AS0537'
 AS0537'NOTE THE MARK IS ON LITTLE SAINT GEORGE ISLAND WHICH IS REACHED ONLY
 AS0537'BY BOAT OR HELICOPTER AND THEN BY WALKING OR BY A FOUR WHEEL DRIVE
 AS0537'VEHICLE.
 AS0537'
 AS0537'NOTE LIGHTHOUSE ON LITTLE SAINT GEORGE ISLAND WAS DESTROYED BY
 AS0537'EROSION, THE REMAINS OF THE LIGHTHOUSE WAS MOVED TO SAINT GEORGE
 AS0537'ISLAND WHERE IT WAS RE-CONSTRUCTED.
 AS0537'
 AS0537'NOTE THE MARK WAS NOT LEVELED TO AT THIS TIME.
 AS0537
 AS0537                          STATION RECOVERY (2012)
 AS0537
 AS0537'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (RWH)
 AS0537'RECOVERED IN GOOD CONDITION WITH THESE ADDITIONS.
 AS0537'
 AS0537'NOTE - OWNERSHIP LITTLE SAINT GEORGE ISLAND IS OWNED BY THE STATE OF
 AS0537'FLORIDA AND IS PART OF THE APALACHICOLA NATIONAL ESTUARINE RESEARCH
 AS0537'RESERVE.  OFFICE LOCATED AT 108 ISLAND DRIVE, EASTPOINT, FLORIDA
 AS0537'32328, TELEPHONE NUMBER 850-670-7700.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0538 ***********************************************************************
 AS0538  DESIGNATION -  49 80 A03
 AS0538  PID         -  AS0538
 AS0538  STATE/COUNTY-  FL/FRANKLIN
 AS0538  COUNTRY     -  US
 AS0538  USGS QUAD   -  CAPE SAINT GEORGE (2018)
 AS0538
 AS0538                         *CURRENT SURVEY CONTROL
 AS0538  ______________________________________________________________________
 AS0538* NAD 83(1986) POSITION- 29 37 02.2    (N) 085 05 10.0    (W)   HD_HELD2
 AS0538* NAVD 88 ORTHO HEIGHT -     5.696 (meters)       18.69  (feet) ADJUSTED
 AS0538  ______________________________________________________________________
 AS0538  GEOID HEIGHT    -        -27.120 (meters)                     GEOID18
 AS0538  DYNAMIC HEIGHT  -          5.688 (meters)       18.66  (feet) COMP
 AS0538  MODELED GRAVITY -    979,291.5   (mgal)                       NAVD 88
 AS0538
 AS0538  VERT ORDER      -  SECOND    CLASS I
 AS0538
 AS0538.The horizontal coordinates were established by autonomous hand held GPS
 AS0538.observations and have an estimated accuracy of +/- 10 meters.
 AS0538
 AS0538.The orthometric height was determined by differential leveling and
 AS0538.adjusted by the NATIONAL GEODETIC SURVEY
 AS0538.in January 2014.
 AS0538
 AS0538.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0538.GEOID18 height accuracy estimate available here.
 AS0538
 AS0538.Click photographs - Photos may exist for this station.
 AS0538
 AS0538.The dynamic height is computed by dividing the NAVD 88
 AS0538.geopotential number by the normal gravity value computed on the
 AS0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0538.degrees latitude (g = 980.6199 gals.).
 AS0538
 AS0538.The modeled gravity was interpolated from observed gravity values.
 AS0538
 AS0538;                    North         East    Units  Estimated Accuracy
 AS0538;SPC FL N     -    68,570.      543,233.      MT  (+/- 10 meters HH2 GPS)
 AS0538
 AS0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT8531277907(NAD 83)
 AS0538
 AS0538                          SUPERSEDED SURVEY CONTROL
 AS0538
 AS0538  NAVD 88 (06/15/91)    5.724  (m)           18.78   (f) SUPERSEDED  2 1
 AS0538
 AS0538.Superseded values are not recommended for survey control.
 AS0538
 AS0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0538.See file dsdata.pdf to determine how the superseded data were derived.
 AS0538
 AS0538_MARKER: DD = SURVEY DISK
 AS0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0538_STAMPING: 49 80 A03
 AS0538_MARK LOGO: FLDNR
 AS0538_PROJECTION: RECESSED 3 CENTIMETERS
 AS0538_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0538+STABILITY: SURFACE MOTION
 AS0538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0538+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2012
 AS0538
 AS0538  HISTORY     - Date     Condition        Report By
 AS0538  HISTORY     - 1980     MONUMENTED       FLDT
 AS0538  HISTORY     - 1987     GOOD             FLDNR
 AS0538  HISTORY     - 19980518 MARK NOT FOUND   USPSQD
 AS0538  HISTORY     - 20111203 GOOD             FLDEP
 AS0538  HISTORY     - 20121011 GOOD             FLDEP
 AS0538
 AS0538                          STATION DESCRIPTION
 AS0538
 AS0538'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0538'9.8 MI SW FROM APALACHICOLA.
 AS0538'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 3.05 MILES
 AS0538'NORTHWEST ALONG THE BEACH TO THE MARK.  THE MARK IS SET ATOP A
 AS0538'PROMINENT, LONG NORTHWEST-SOUTHEAST SAND DUNE.  THE MARK BEARS 100.4
 AS0538'FEET NORTHWEST OF A VACATED POWER POLE WITH SPIKES ATTACHED TO THE
 AS0538'SIDES OF THE POLES.
 AS0538'THE MARK IS 4.0 FT  SSW FROM A WITNESS POST.
 AS0538
 AS0538                          STATION RECOVERY (1998)
 AS0538
 AS0538'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0538'MARK NOT FOUND.
 AS0538
 AS0538                          STATION RECOVERY (2011)
 AS0538
 AS0538'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RWH)
 AS0538'THE STATION IS LOCATED ABOUT 18.1 MI (29.1 KM) WEST-SOUTHWEST OF GREEN
 AS0538'POINT, 17.7 MI (28.5 KM) SOUTH-SOUTHWEST OF BEVERLY AND 9.7 MI (15.6
 AS0538'KM) SOUTHWEST OF APALACHICOLA.
 AS0538'
 AS0538'TO REACH THE MARK FROM THE SOUTH END OF THE WESTERN MOST BOAT DOCK OF
 AS0538'TWO DOCKS ON THE NORTH SIDE OF LITTLE SAINT GEORGE ISLAND, GO
 AS0538'SOUTH-SOUTHEAST ON THE ISLANDS MAIN NORTH-TO-SOUTH SAND ROAD FOR 150.0
 AS0538'FT (45.7 M) TO THE JUNCTION OF A SAND DRIVE TO THE EAST THAT GOES TO
 AS0538'THE ONLY HOUSE ON THE ISLAND, NOTE-THE HOUSE IS SOUTHEAST OF THE SOUTH
 AS0538'END OF THE DOCK AND IS CALLED THE MARSHALL HOUSE FIELD STATION.
 AS0538'CONTINUE SOUTH-SOUTHEAST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.15
 AS0538'MI (0.2 KM) TO THE INTERSECTION OF FOUR SAND ROADS, THE SAND ROAD THAT
 AS0538'GOES TO THE SOUTHWEST IS THE MAIN NORTH-TO-SOUTH ROAD, THE SAND ROAD
 AS0538'THAT GOES TO THE NORTHEAST IS THE ROAD TO THE EASTERN MOST DOCK ON THE
 AS0538'ISLAND AND IS CALLED THE GOVERNMENT DOCK, THE ROAD TO THE SOUTHEAST IS
 AS0538'THE MAIN SAND ROAD TO REACH THE EAST END OF THE ISLAND.  CONTINUE
 AS0538'SOUTHWEST ON THE MAIN NORTH-TO-SOUTH SAND FOR 0.5 MI (0.8 KM) TO THE
 AS0538'JUNCTION OF A DIM SAND ROAD THAT RUNS NORTHWEST-TO-SOUTHEAST.
 AS0538'CONTINUE SOUTHWEST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.15 MI
 AS0538'(0.2 KM) TO ITS END AT THE BEACH ON THE GULF OF MEXICO.  TURN RIGHT ON
 AS0538'THE BEACH AND GO NORTHWEST FOR 2.9 MI (4.7 KM) TO THE MARK ON THE
 AS0538'RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.1 FT (3 CM)
 AS0538'BELOW THE LEVEL OF THE GROUND.
 AS0538'
 AS0538'LOCATED ABOUT 280.0 FT (85.3 M) NORTHEAST OF THE SOUTHWEST EDGE OF THE
 AS0538'DUNE-VEGETATION LINE AND 4.2 FT (1.3 M) SOUTHWEST OF A METAL WITNESS
 AS0538'POST.
 AS0538'
 AS0538'NOTE THE MARK IS ON LITTLE SAINT GEORGE ISLAND WHICH IS REACHED ONLY
 AS0538'BY BOAT OR HELICOPTER AND THEN BY WALKING OR BY A FOUR WHEEL DRIVE
 AS0538'VEHICLE.
 AS0538'
 AS0538'NOTE LIGHTHOUSE ON LITTLE SAINT GEORGE ISLAND WAS DESTROYED BY
 AS0538'EROSION, THE REMAINS OF THE LIGHTHOUSE WAS MOVED TO SAINT GEORGE
 AS0538'ISLAND WHERE IT WAS RE-CONSTRUCTED.
 AS0538'
 AS0538'NOTE THE MARK WAS NOT LEVELED TO AT THIS TIME.
 AS0538
 AS0538                          STATION RECOVERY (2012)
 AS0538
 AS0538'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (RWH)
 AS0538'RECOVERED IN GOOD CONDITION WITH THESE ADDITIONS.
 AS0538'
 AS0538'NOTE - OWNERSHIP LITTLE SAINT GEORGE ISLAND IS OWNED BY THE STATE OF
 AS0538'FLORIDA AND IS PART OF THE APALACHICOLA NATIONAL ESTUARINE RESEARCH
 AS0538'RESERVE.  OFFICE LOCATED AT 108 ISLAND DRIVE, EASTPOINT, FLORIDA
 AS0538'32328, TELEPHONE NUMBER 850-670-7700.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0539 ***********************************************************************
 AS0539  DESIGNATION -  49 80 A04
 AS0539  PID         -  AS0539
 AS0539  STATE/COUNTY-  FL/FRANKLIN
 AS0539  COUNTRY     -  US
 AS0539  USGS QUAD   -  CAPE SAINT GEORGE (2018)
 AS0539
 AS0539                         *CURRENT SURVEY CONTROL
 AS0539  ______________________________________________________________________
 AS0539* NAD 83(1986) POSITION- 29 36 35.3    (N) 085 04 21.7    (W)   HD_HELD2
 AS0539* NAVD 88 ORTHO HEIGHT -     3.685 (meters)       12.09  (feet) ADJUSTED
 AS0539  ______________________________________________________________________
 AS0539  GEOID HEIGHT    -        -27.124 (meters)                     GEOID18
 AS0539  DYNAMIC HEIGHT  -          3.680 (meters)       12.07  (feet) COMP
 AS0539  MODELED GRAVITY -    979,291.1   (mgal)                       NAVD 88
 AS0539
 AS0539  VERT ORDER      -  SECOND    CLASS I
 AS0539
 AS0539.The horizontal coordinates were established by autonomous hand held GPS
 AS0539.observations and have an estimated accuracy of +/- 10 meters.
 AS0539
 AS0539.The orthometric height was determined by differential leveling and
 AS0539.adjusted by the NATIONAL GEODETIC SURVEY
 AS0539.in June 1991.
 AS0539
 AS0539.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0539.GEOID18 height accuracy estimate available here.
 AS0539
 AS0539.Click photographs - Photos may exist for this station.
 AS0539
 AS0539.The dynamic height is computed by dividing the NAVD 88
 AS0539.geopotential number by the normal gravity value computed on the
 AS0539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0539.degrees latitude (g = 980.6199 gals.).
 AS0539
 AS0539.The modeled gravity was interpolated from observed gravity values.
 AS0539
 AS0539;                    North         East    Units  Estimated Accuracy
 AS0539;SPC FL N     -    67,735.      544,528.      MT  (+/- 10 meters HH2 GPS)
 AS0539
 AS0539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT8662577101(NAD 83)
 AS0539
 AS0539                          SUPERSEDED SURVEY CONTROL
 AS0539
 AS0539.No superseded survey control is available for this station.
 AS0539
 AS0539_MARKER: DB = BENCH MARK DISK
 AS0539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0539_STAMPING: 49 80 A04
 AS0539_MARK LOGO: FLDNR
 AS0539_PROJECTION: RECESSED 30 CENTIMETERS
 AS0539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0539+STABILITY: SURFACE MOTION
 AS0539
 AS0539  HISTORY     - Date     Condition        Report By
 AS0539  HISTORY     - 1980     MONUMENTED       FLDT
 AS0539  HISTORY     - 1987     GOOD             FLDNR
 AS0539  HISTORY     - 19980518 MARK NOT FOUND   USPSQD
 AS0539  HISTORY     - 20111203 MARK NOT FOUND   FLDEP
 AS0539
 AS0539                          STATION DESCRIPTION
 AS0539
 AS0539'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0539'9.75 MI SW FROM APALACHICOLA.
 AS0539'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 2.1 MILE
 AS0539'NORTHWEST ALONG THE BEACH TO THE MARK.  THE MARK IS SET ATOP THE
 AS0539'HIGHEST AND MOST PROMINENT DUNE IN THE AREA.  THE MARK BEARS ABOUT
 AS0539'400 FEET NORTHEAST OF THE HIGH WATER LINE, 126.5 FEET SOUTHEAST OF
 AS0539'MARK 49 80 A04 RM 1 246.8 FEET NORTHEAST OF R10 FRKLN 1973 AND 5051.3
 AS0539'FEET EAST-SOUTHEAST OF 49 80 A03.
 AS0539'THE MARK IS 4.8 FT  W FROM A WITNESS POST.
 AS0539
 AS0539                          STATION RECOVERY (1998)
 AS0539
 AS0539'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0539'MARK NOT FOUND.
 AS0539
 AS0539                          STATION RECOVERY (2011)
 AS0539
 AS0539'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RWH)
 AS0539'THE MONUMENT WAS FOUND IN TWO OR MORE PIECES, THE TOP PROPORTION STILL
 AS0539'HAD THE DISK ATTACHED, THE BOTTOM PROPORTION WAS LAYING ON ITS SIDE,
 AS0539'THE HIGHEST AND MOST PROMINENT DUNE IN THE AREA THAT THE MONUMENT WAS
 AS0539'SET ATOP HAS NOW COMPLETELY MIGRATED AWAY, THE REMAINS OF THE MONUMENT
 AS0539'IS NOW IN A DEPRESSION, THE DISK WAS NOT REMOVED AT THIS TIME.
 AS0539'
 AS0539'NOTE THE MARK IS ON LITTLE SAINT GEORGE ISLAND WHICH IS REACHED ONLY
 AS0539'BY BOAT OR HELICOPTER AND THEN BY WALKING OR BY A FOUR WHEEL DRIVE
 AS0539'VEHICLE.
 AS0539'
 AS0539'NOTE THE LIGHTHOUSE ON LITTLE SAINT GEORGE ISLAND WAS DESTROYED BY
 AS0539'EROSION, THE REMAINS OF THE LIGHTHOUSE WAS MOVED TO SAINT GEORGE
 AS0539'ISLAND WHERE IT WAS RE-CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0541 ***********************************************************************
 AS0541  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0541  DESIGNATION -  49 80 A07
 AS0541  PID         -  AS0541
 AS0541  STATE/COUNTY-  FL/FRANKLIN
 AS0541  COUNTRY     -  US
 AS0541  USGS QUAD   -  CAPE SAINT GEORGE (2018)
 AS0541
 AS0541                         *CURRENT SURVEY CONTROL
 AS0541  ______________________________________________________________________
 AS0541* NAD 83(1986) POSITION- 29 35 44.0    (N) 085 03 16.9    (W)   HD_HELD2
 AS0541* NAVD 88 ORTHO HEIGHT -     2.847 (meters)        9.34  (feet) ADJUSTED
 AS0541  ______________________________________________________________________
 AS0541  GEOID HEIGHT    -        -27.128 (meters)                     GEOID18
 AS0541  DYNAMIC HEIGHT  -          2.843 (meters)        9.33  (feet) COMP
 AS0541  MODELED GRAVITY -    979,290.1   (mgal)                       NAVD 88
 AS0541
 AS0541  VERT ORDER      -  SECOND    CLASS I
 AS0541
 AS0541.The horizontal coordinates were established by autonomous hand held GPS
 AS0541.observations and have an estimated accuracy of +/- 10 meters.
 AS0541
 AS0541.The orthometric height was determined by differential leveling and
 AS0541.adjusted by the NATIONAL GEODETIC SURVEY
 AS0541.in June 1991.
 AS0541
 AS0541.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0541.GEOID18 height accuracy estimate available here.
 AS0541
 AS0541.This Tidal Bench Mark is designated as VM 24312
 AS0541.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0541
 AS0541.Click photographs - Photos may exist for this station.
 AS0541
 AS0541.The dynamic height is computed by dividing the NAVD 88
 AS0541.geopotential number by the normal gravity value computed on the
 AS0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0541.degrees latitude (g = 980.6199 gals.).
 AS0541
 AS0541.The modeled gravity was interpolated from observed gravity values.
 AS0541
 AS0541;                    North         East    Units  Estimated Accuracy
 AS0541;SPC FL N     -    66,147.      546,264.      MT  (+/- 10 meters HH2 GPS)
 AS0541
 AS0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT8839575550(NAD 83)
 AS0541
 AS0541                          SUPERSEDED SURVEY CONTROL
 AS0541
 AS0541.No superseded survey control is available for this station.
 AS0541
 AS0541_MARKER: DD = SURVEY DISK
 AS0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0541_STAMPING: 49 80 A07
 AS0541_MARK LOGO: FLDNR
 AS0541_PROJECTION: RECESSED 30 CENTIMETERS
 AS0541_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AS0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0541+STABILITY: SURFACE MOTION
 AS0541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0541+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2012
 AS0541
 AS0541  HISTORY     - Date     Condition        Report By
 AS0541  HISTORY     - 1980     MONUMENTED       FLDT
 AS0541  HISTORY     - 1987     GOOD             FLDNR
 AS0541  HISTORY     - 19980519 MARK NOT FOUND   USPSQD
 AS0541  HISTORY     - 20111013 GOOD             FLDEP
 AS0541  HISTORY     - 20121011 GOOD             FLDEP
 AS0541
 AS0541                          STATION DESCRIPTION
 AS0541
 AS0541'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0541'9.75 MI SW FROM APALACHICOLA.
 AS0541'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 0.75 MILE
 AS0541'NORTHWEST ALONG A SAND ROAD TO ITS END AT A T-JUNCTION AND THE MARK.
 AS0541'THE MARK CAN ALSO BE REACHED BY BEGINNING AT THE LIGHTHOUSE AND GOING
 AS0541'0.8 MILE NORTHWEST ALONG THE BEACH TO A SAND ROAD, GO 0.1 MILE
 AS0541'NORTHEAST ALONG THE SAND ROAD JUNCTION AND THE MARK.  THE MARK IS SET
 AS0541'ATOP A SMALL SAND DUNE THAT IS JUST SOUTH OF THE JUNCTION.  THE MARK
 AS0541'BEARS
 AS0541'THE MARK IS 5.3 FT  SE FROM A WITNESS POST.
 AS0541
 AS0541                          STATION RECOVERY (1998)
 AS0541
 AS0541'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0541'MARK NOT FOUND.
 AS0541
 AS0541                          STATION RECOVERY (2011)
 AS0541
 AS0541'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RWH)
 AS0541'THE STATION IS LOCATED ABOUT 18.5 MI (29.8 KM) SOUTH-SOUTHWEST OF
 AS0541'BEVERLY, 17.4 MI (28.0 KM) SOUTHWEST OF GREEN POINT AND 9.9 MI (15.9
 AS0541'KM) SOUTH-SOUTHWEST OF APALACHICOLA.
 AS0541'
 AS0541'TO REACH THE MARK FROM THE SOUTH END OF THE WESTERN MOST BOAT DOCK OF
 AS0541'TWO DOCKS ON THE NORTH SIDE OF LITTLE SAINT GEORGE ISLAND, GO
 AS0541'SOUTH-SOUTHEAST ON THE ISLANDS MAIN NORTH-TO-SOUTH SAND ROAD FOR 150.0
 AS0541'FT (45.7 M) TO THE JUNCTION OF A SAND DRIVE TO THE EAST THAT GOES TO
 AS0541'THE ONLY HOUSE ON THE ISLAND, NOTE-THE HOUSE IS SOUTHEAST OF THE SOUTH
 AS0541'END OF THE DOCK AND IS CALLED THE MARSHALL HOUSE FIELD STATION.
 AS0541'CONTINUE SOUTH-SOUTHEAST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.15
 AS0541'MI (0.2 KM) TO THE INTERSECTION OF FOUR SAND ROADS, THE SAND ROAD THAT
 AS0541'GOES TO THE SOUTHWEST IS THE MAIN NORTH-TO-SOUTH ROAD, THE SAND ROAD
 AS0541'THAT GOES TO THE NORTHEAST IS THE ROAD TO THE EASTERN MOST DOCK ON THE
 AS0541'ISLAND AND IS CALLED THE GOVERNMENT DOCK, THE ROAD TO THE SOUTHEAST IS
 AS0541'THE MAIN SAND ROAD TO REACH THE EAST END OF THE ISLAND.  CONTINUE
 AS0541'SOUTHWEST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.5 MI (0.8 KM) TO
 AS0541'THE JUNCTION OF A DIM SAND ROAD THAT RUNS NORTHWEST-TO-SOUTHEAST (THIS
 AS0541'ROAD ENDS AT A PICNIC SHELTER AT THE BEACH ON THE GULF OF MEXICO) AND
 AS0541'THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED
 AS0541'1.0 FT (0.3 M) BELOW THE LEVEL OF THE GROUND.
 AS0541'
 AS0541'LOCATED ABOUT 47.0 FT (14.3 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE
 AS0541'OF THE MAIN NORTH-TO-SOUTH SAND ROAD, 53.5 FT (16.3 M) SOUTHWEST OF
 AS0541'THE DIM NORTHWEST-TO-SOUTHEAST SAND ROAD AND 5.2 FT (1.6 M) SOUTHEAST
 AS0541'OF A METAL WITNESS POST.
 AS0541'
 AS0541'NOTE A MAGNET WAS PLACED NEXT TO THE MONUMENT.
 AS0541'
 AS0541'NOTE THE MARK IS ON LITTLE SAINT GEORGE ISLAND WHICH IS REACHED ONLY
 AS0541'BY BOAT OR HELICOPTER AND THEN BY WALKING OR BY A FOUR WHEEL DRIVE
 AS0541'VEHICLE.
 AS0541'
 AS0541'NOTE LIGHTHOUSE ON LITTLE SAINT GEORGE ISLAND WAS DESTROYED BY
 AS0541'EROSION, THE REMAINS OF THE LIGHTHOUSE WAS MOVED TO SAINT GEORGE
 AS0541'ISLAND WHERE IT WAS RE-CONSTRUCTED.
 AS0541
 AS0541                          STATION RECOVERY (2012)
 AS0541
 AS0541'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (RWH)
 AS0541'RECOVERED IN GOOD CONDITION WITH THESE ADDITIONS.
 AS0541'
 AS0541'NOTE - OWNERSHIP LITTLE SAINT GEORGE ISLAND IS OWNED BY THE STATE OF
 AS0541'FLORIDA AND IS PART OF THE APALACHICOLA NATIONAL ESTUARINE RESEARCH
 AS0541'RESERVE.  OFFICE LOCATED AT 108 ISLAND DRIVE, EASTPOINT, FLORIDA
 AS0541'32328, TELEPHONE NUMBER 850-670-7700.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0542 ***********************************************************************
 AS0542  DESIGNATION -  49 80 A08
 AS0542  PID         -  AS0542
 AS0542  STATE/COUNTY-  FL/FRANKLIN
 AS0542  COUNTRY     -  US
 AS0542  USGS QUAD   -  CAPE SAINT GEORGE (2018)
 AS0542
 AS0542                         *CURRENT SURVEY CONTROL
 AS0542  ______________________________________________________________________
 AS0542* NAD 83(1986) POSITION- 29 35 31.2    (N) 085 03 06.3    (W)   HD_HELD2
 AS0542* NAVD 88 ORTHO HEIGHT -     3.277 (meters)       10.75  (feet) ADJUSTED
 AS0542  ______________________________________________________________________
 AS0542  GEOID HEIGHT    -        -27.129 (meters)                     GEOID18
 AS0542  DYNAMIC HEIGHT  -          3.272 (meters)       10.73  (feet) COMP
 AS0542  MODELED GRAVITY -    979,289.9   (mgal)                       NAVD 88
 AS0542
 AS0542  VERT ORDER      -  SECOND    CLASS I
 AS0542
 AS0542.The horizontal coordinates were established by autonomous hand held GPS
 AS0542.observations and have an estimated accuracy of +/- 10 meters.
 AS0542
 AS0542.The orthometric height was determined by differential leveling and
 AS0542.adjusted by the NATIONAL GEODETIC SURVEY
 AS0542.in June 1991.
 AS0542
 AS0542.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0542.GEOID18 height accuracy estimate available here.
 AS0542
 AS0542.Click photographs - Photos may exist for this station.
 AS0542
 AS0542.The dynamic height is computed by dividing the NAVD 88
 AS0542.geopotential number by the normal gravity value computed on the
 AS0542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0542.degrees latitude (g = 980.6199 gals.).
 AS0542
 AS0542.The modeled gravity was interpolated from observed gravity values.
 AS0542
 AS0542;                    North         East    Units  Estimated Accuracy
 AS0542;SPC FL N     -    65,751.      546,548.      MT  (+/- 10 meters HH2 GPS)
 AS0542
 AS0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT8868675161(NAD 83)
 AS0542
 AS0542                          SUPERSEDED SURVEY CONTROL
 AS0542
 AS0542.No superseded survey control is available for this station.
 AS0542
 AS0542_MARKER: DD = SURVEY DISK
 AS0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0542_STAMPING: 49 80 A08
 AS0542_MARK LOGO: FLDNR
 AS0542_PROJECTION: RECESSED 30 CENTIMETERS
 AS0542_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AS0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0542+STABILITY: SURFACE MOTION
 AS0542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0542+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2011
 AS0542
 AS0542  HISTORY     - Date     Condition        Report By
 AS0542  HISTORY     - 1980     MONUMENTED       FLDT
 AS0542  HISTORY     - 1987     GOOD             FLDNR
 AS0542  HISTORY     - 19980519 GOOD             USPSQD
 AS0542  HISTORY     - 20111011 GOOD             FLDEP
 AS0542
 AS0542                          STATION DESCRIPTION
 AS0542
 AS0542'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0542'9.75 MI SW FROM APALACHICOLA.
 AS0542'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 0.45 MILE
 AS0542'NORTHWEST ALONG A SAND ROAD TO THE MARK.  THE MARK BEARS 13.5 FEET
 AS0542'SOUTH-SOUTHWEST OF A 14 INCH PINE, 39.0 FEET NORTHEAST OF A 12 INCH
 AS0542'PINE TREE AT THE WEST END OF A SAND DUNE, 35.0 FEET SOUTHWEST OF THE
 AS0542'CENTERLINE OF THE ROAD, 51.0 FEET SOUTH EAST OF A FORKED PINE TREE,
 AS0542'28.2 FEET WEST-NORTHWEST OF MARK 49 80 A08 REF MK 34.6 FEET
 AS0542'NORTH-NORTHEAST OF 49 80 A08 REF MK 2 AND 1577.1 FEET SOUTHEAST OF 49
 AS0542'80 A07.  THE MARK IS LOCATED ON THE LOW EAST END OF AN EAST-WEST SAND
 AS0542'DUNE.
 AS0542'THE MARK IS 6.6 FT  NE FROM A WITNESS POST.
 AS0542
 AS0542                          STATION RECOVERY (1998)
 AS0542
 AS0542'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0542'RECOVERED IN GOOD CONDITION.
 AS0542
 AS0542                          STATION RECOVERY (2011)
 AS0542
 AS0542'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RWH)
 AS0542'THE STATION IS LOCATED ABOUT 18.6 MI (29.9 KM) SOUTH-SOUTHWEST OF
 AS0542'BEVERLY, 17.5 MI (28.2 KM) SOUTHWEST OF GREEN POINT AND 10.1 MI (16.3
 AS0542'KM) SOUTH-SOUTHWEST OF APALACHICOLA.
 AS0542'
 AS0542'TO REACH THE MARK FROM THE SOUTH END OF THE WESTERN MOST BOAT DOCK OF
 AS0542'TWO DOCKS ON THE NORTH SIDE OF LITTLE SAINT GEORGE ISLAND, GO
 AS0542'SOUTH-SOUTHEAST ON THE ISLANDS MAIN NORTH-TO-SOUTH SAND ROAD FOR 150.0
 AS0542'FT (45.7 M) TO THE JUNCTION OF A SAND DRIVE TO THE EAST THAT GOES TO
 AS0542'THE ONLY HOUSE ON THE ISLAND, NOTE-THE HOUSE IS SOUTHEAST OF THE SOUTH
 AS0542'END OF THE DOCK AND IS CALLED THE MARSHALL HOUSE FIELD STATION.
 AS0542'CONTINUE SOUTH-SOUTHEAST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.15
 AS0542'MI (0.2 KM) TO THE INTERSECTION OF FOUR SAND ROADS, THE SAND ROAD THAT
 AS0542'GOES TO THE SOUTHWEST IS THE MAIN NORTH-TO-SOUTH ROAD, THE SAND ROAD
 AS0542'THAT GOES TO THE NORTHEAST IS THE ROAD TO THE EASTERN MOST DOCK ON THE
 AS0542'ISLAND AND IS CALLED THE GOVERNMENT DOCK, THE ROAD TO THE SOUTHEAST IS
 AS0542'THE MAIN SAND ROAD TO REACH THE EAST END OF THE ISLAND.  CONTINUE
 AS0542'SOUTHWEST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.5 MI (0.8 KM) TO
 AS0542'THE JUNCTION OF A DIM SAND ROAD THAT RUNS NORTHWEST-TO-SOUTHEAST (THIS
 AS0542'ROAD ENDS AT A PICNIC SHELTER AT THE BEACH ON THE GULF OF MEXICO).
 AS0542'TURN LEFT ON THE DIM SAND ROAD AND GO SOUTHEAST FOR 0.3 MI (0.5 KM) TO
 AS0542'THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED
 AS0542'1.0 FT (0.3 M) BELOW THE LEVEL OF THE GROUND.
 AS0542'
 AS0542'LOCATED ABOUT 32.0 FT (9.8 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE
 AS0542'OF THE DIM NORTHWEST-TO-SOUTHEAST SAND ROAD AND 6.5 FT (2.0 M)
 AS0542'NORTHEAST OF A METAL WITNESS POST.
 AS0542'
 AS0542'NOTE A MAGNET WAS PLACED NEXT TO THE MONUMENT.
 AS0542'
 AS0542'NOTE THE MARK IS ON LITTLE SAINT GEORGE ISLAND WHICH IS REACHED ONLY
 AS0542'BY BOAT OR HELICOPTER AND THEN BY WALKING OR BY A FOUR WHEEL DRIVE
 AS0542'VEHICLE.
 AS0542'
 AS0542'NOTE LIGHTHOUSE ON LITTLE SAINT GEORGE ISLAND WAS DESTROYED BY
 AS0542'EROSION, THE REMAINS OF THE LIGHTHOUSE WAS MOVED TO SAINT GEORGE
 AS0542'ISLAND WHERE IT WAS RE-CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0543 ***********************************************************************
 AS0543  DESIGNATION -  49 80 A09
 AS0543  PID         -  AS0543
 AS0543  STATE/COUNTY-  FL/FRANKLIN
 AS0543  COUNTRY     -  US
 AS0543  USGS QUAD   -  CAPE SAINT GEORGE (2018)
 AS0543
 AS0543                         *CURRENT SURVEY CONTROL
 AS0543  ______________________________________________________________________
 AS0543* NAD 83(1986) POSITION- 29 35 23.3    (N) 085 02 58.9    (W)   HD_HELD2
 AS0543* NAVD 88 ORTHO HEIGHT -     2.079 (meters)        6.82  (feet) ADJUSTED
 AS0543  ______________________________________________________________________
 AS0543  GEOID HEIGHT    -        -27.129 (meters)                     GEOID18
 AS0543  DYNAMIC HEIGHT  -          2.076 (meters)        6.81  (feet) COMP
 AS0543  MODELED GRAVITY -    979,289.7   (mgal)                       NAVD 88
 AS0543
 AS0543  VERT ORDER      -  SECOND    CLASS I
 AS0543
 AS0543.The horizontal coordinates were established by autonomous hand held GPS
 AS0543.observations and have an estimated accuracy of +/- 10 meters.
 AS0543
 AS0543.The orthometric height was determined by differential leveling and
 AS0543.adjusted by the NATIONAL GEODETIC SURVEY
 AS0543.in June 1991.
 AS0543
 AS0543.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0543.GEOID18 height accuracy estimate available here.
 AS0543
 AS0543.Click photographs - Photos may exist for this station.
 AS0543
 AS0543.The dynamic height is computed by dividing the NAVD 88
 AS0543.geopotential number by the normal gravity value computed on the
 AS0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0543.degrees latitude (g = 980.6199 gals.).
 AS0543
 AS0543.The modeled gravity was interpolated from observed gravity values.
 AS0543
 AS0543;                    North         East    Units  Estimated Accuracy
 AS0543;SPC FL N     -    65,507.      546,746.      MT  (+/- 10 meters HH2 GPS)
 AS0543
 AS0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT8889074921(NAD 83)
 AS0543
 AS0543                          SUPERSEDED SURVEY CONTROL
 AS0543
 AS0543.No superseded survey control is available for this station.
 AS0543
 AS0543_MARKER: DD = SURVEY DISK
 AS0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0543_STAMPING: 49 80 A09
 AS0543_MARK LOGO: FLDNR
 AS0543_PROJECTION: RECESSED 61 CENTIMETERS
 AS0543_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AS0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0543+STABILITY: SURFACE MOTION
 AS0543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0543+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2011
 AS0543
 AS0543  HISTORY     - Date     Condition        Report By
 AS0543  HISTORY     - 1980     MONUMENTED       FLDT
 AS0543  HISTORY     - 1987     GOOD             FLDNR
 AS0543  HISTORY     - 19980519 GOOD             USPSQD
 AS0543  HISTORY     - 20111011 GOOD             FLDEP
 AS0543
 AS0543                          STATION DESCRIPTION
 AS0543
 AS0543'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0543'9.75 MI SW FROM APALACHICOLA.
 AS0543'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 0.25 MILE
 AS0543'NORTHWEST ALONG A SAND ROAD TO THE MARK.  THE MARK BEARS 30.0 FEET
 AS0543'WEST OF THE CENTERLINE OF THE SAND ROAD, 47.5 FEET SOUTH OF A 14 INCH
 AS0543'PINE TREE, 56.0 FEET SOUTHWEST OF A 12 INCH PINE TREE, 30.8 FEET
 AS0543'NORTH OF 49 80 A09 REF MK 1 28.4 FEET EAST OF 49 80 A09 REF MK 2 AND
 AS0543'1065.6 FEET SOUTHEAST OF 49 80 A08.
 AS0543'THE MARK IS 3.9 FT  NE FROM A WITNESS POST.
 AS0543
 AS0543                          STATION RECOVERY (1998)
 AS0543
 AS0543'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0543'RECOVERED IN GOOD CONDITION.
 AS0543
 AS0543                          STATION RECOVERY (2011)
 AS0543
 AS0543'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RWH)
 AS0543'THE STATION IS LOCATED ABOUT 18.8 MI (30.2 KM) SOUTH-SOUTHWEST OF
 AS0543'BEVERLY, 17.5 MI (28.2 KM) SOUTHWEST OF GREEN POINT AND 10.2 MI (16.4
 AS0543'KM) SOUTH-SOUTHWEST OF APALACHICOLA.
 AS0543'
 AS0543'TO REACH THE MARK FROM THE SOUTH END OF THE WESTERN MOST BOAT DOCK OF
 AS0543'TWO DOCKS ON THE NORTH SIDE OF LITTLE SAINT GEORGE ISLAND, GO
 AS0543'SOUTH-SOUTHEAST ON THE ISLANDS MAIN NORTH-TO-SOUTH SAND ROAD FOR 150.0
 AS0543'FT (45.7 M) TO THE JUNCTION OF A SAND DRIVE TO THE EAST THAT GOES TO
 AS0543'THE ONLY HOUSE ON THE ISLAND, NOTE-THE HOUSE IS SOUTHEAST OF THE SOUTH
 AS0543'END OF THE DOCK AND IS CALLED THE MARSHALL HOUSE FIELD STATION.
 AS0543'CONTINUE SOUTH-SOUTHEAST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.15
 AS0543'MI (0.2 KM) TO THE INTERSECTION OF FOUR SAND ROADS, THE SAND ROAD THAT
 AS0543'GOES TO THE SOUTHWEST IS THE MAIN NORTH-TO-SOUTH ROAD, THE SAND ROAD
 AS0543'THAT GOES TO THE NORTHEAST IS THE ROAD TO THE EASTERN MOST DOCK ON THE
 AS0543'ISLAND AND IS CALLED THE GOVERNMENT DOCK, THE ROAD TO THE SOUTHEAST IS
 AS0543'THE MAIN SAND ROAD TO REACH THE EAST END OF THE ISLAND.  CONTINUE
 AS0543'SOUTHWEST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.5 MI (0.8 KM) TO
 AS0543'THE JUNCTION OF A DIM SAND ROAD THAT RUNS NORTHWEST-TO-SOUTHEAST (THIS
 AS0543'ROAD ENDS AT A PICNIC SHELTER AT THE BEACH ON THE GULF OF MEXICO).
 AS0543'TURN LEFT ON THE DIM SAND ROAD AND GO SOUTHEAST FOR 0.55 MI (0.9 KM)
 AS0543'TO THE MARK ON THE RIGHT, SET IN THE TOP A CONCRETE MONUMENT RECESSED
 AS0543'2.0 FT (0.6 M) BELOW THE LEVEL OF THE GROUND.
 AS0543'
 AS0543'LOCATED ABOUT 33.5 FT (10.2 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE
 AS0543'OF THE DIM NORTHWEST-TO-SOUTHEAST SAND ROAD, ABOUT 27.0 FT (8.2 M)
 AS0543'NORTHEAST OF THE SOUTHWEST EDGE OF THE DUNE-VEGETATION LINE AND 3.7 FT
 AS0543'(1.1 M) NORTHWEST OF A METAL WITNESS POST.
 AS0543'
 AS0543'NOTE A MAGNET WAS PLACED NEXT TO THE MONUMENT.
 AS0543'
 AS0543'NOTE THE MARK IS ON LITTLE SAINT GEORGE ISLAND WHICH IS REACHED ONLY
 AS0543'BY BOAT OR HELICOPTER AND THEN BY WALKING OR BY A FOUR WHEEL DRIVE
 AS0543'VEHICLE.
 AS0543'
 AS0543'NOTE LIGHTHOUSE ON LITTLE SAINT GEORGE ISLAND WAS DESTROYED BY
 AS0543'EROSION, THE REMAINS OF THE LIGHTHOUSE WAS MOVED TO SAINT GEORGE
 AS0543'ISLAND WHERE IT WAS RE-CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0545 ***********************************************************************
 AS0545  DESIGNATION -  49 80 A10
 AS0545  PID         -  AS0545
 AS0545  STATE/COUNTY-  FL/FRANKLIN
 AS0545  COUNTRY     -  US
 AS0545  USGS QUAD   -  CAPE SAINT GEORGE (2018)
 AS0545
 AS0545                         *CURRENT SURVEY CONTROL
 AS0545  ______________________________________________________________________
 AS0545* NAD 83(1986) POSITION- 29 35 21.7    (N) 085 02 17.3    (W)   HD_HELD2
 AS0545* NAVD 88 ORTHO HEIGHT -     4.141 (meters)       13.59  (feet) ADJUSTED
 AS0545  ______________________________________________________________________
 AS0545  GEOID HEIGHT    -        -27.134 (meters)                     GEOID18
 AS0545  DYNAMIC HEIGHT  -          4.136 (meters)       13.57  (feet) COMP
 AS0545  MODELED GRAVITY -    979,290.0   (mgal)                       NAVD 88
 AS0545
 AS0545  VERT ORDER      -  SECOND    CLASS I
 AS0545
 AS0545.The horizontal coordinates were established by autonomous hand held GPS
 AS0545.observations and have an estimated accuracy of +/- 10 meters.
 AS0545
 AS0545.The orthometric height was determined by differential leveling and
 AS0545.adjusted by the NATIONAL GEODETIC SURVEY
 AS0545.in June 1991.
 AS0545
 AS0545.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0545.GEOID18 height accuracy estimate available here.
 AS0545
 AS0545.Click photographs - Photos may exist for this station.
 AS0545
 AS0545.The dynamic height is computed by dividing the NAVD 88
 AS0545.geopotential number by the normal gravity value computed on the
 AS0545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0545.degrees latitude (g = 980.6199 gals.).
 AS0545
 AS0545.The modeled gravity was interpolated from observed gravity values.
 AS0545
 AS0545;                    North         East    Units  Estimated Accuracy
 AS0545;SPC FL N     -    65,453.      547,865.      MT  (+/- 10 meters HH2 GPS)
 AS0545
 AS0545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9001074891(NAD 83)
 AS0545
 AS0545                          SUPERSEDED SURVEY CONTROL
 AS0545
 AS0545.No superseded survey control is available for this station.
 AS0545
 AS0545_MARKER: DD = SURVEY DISK
 AS0545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0545_STAMPING: 49 80 A10
 AS0545_MARK LOGO: FLDNR
 AS0545_PROJECTION: RECESSED 46 CENTIMETERS
 AS0545_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AS0545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0545+STABILITY: SURFACE MOTION
 AS0545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0545+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2011
 AS0545
 AS0545  HISTORY     - Date     Condition        Report By
 AS0545  HISTORY     - 1980     MONUMENTED       FLDT
 AS0545  HISTORY     - 1987     GOOD             FLDNR
 AS0545  HISTORY     - 20110720 GOOD             NGS
 AS0545  HISTORY     - 20111011 GOOD             FLDEP
 AS0545
 AS0545                          STATION DESCRIPTION
 AS0545
 AS0545'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0545'9.75 MI SSW FROM APALACHICOLA.
 AS0545'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 0.55 MILE
 AS0545'NORTHEAST ALONG THE BEACH TO THE MARK.  THE MARK IS LOCATED ATOP A
 AS0545'LOW SAND DUNE.  THE MARK BEARS 143.0 FEET NORTHEAST OF A PROMINENT
 AS0545'LONE PINE TREE, 40.3 FEET WEST OF 49 80 A10 REF MK 1 AND 43.4 FEET
 AS0545'NORTHEAST OF 49 80 A10 REF MK 2.
 AS0545'THE MARK IS 4.2 FT  SE FROM A WITNESS POST.
 AS0545
 AS0545                          STATION RECOVERY (2011)
 AS0545
 AS0545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (JDN)
 AS0545'RECOVERED IN GOOD CONDITION.
 AS0545
 AS0545                          STATION RECOVERY (2011)
 AS0545
 AS0545'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RWH)
 AS0545'THE STATION IS LOCATED ABOUT 18.6 MI (29.9 KM) SOUTH-SOUTHWEST OF
 AS0545'BEVERLY, 17.0 MI (27.4 KM) SOUTHWEST OF GREEN POINT AND 9.9 MI (15.9
 AS0545'KM) SOUTH-SOUTHWEST OF APALACHICOLA.
 AS0545'
 AS0545'TO REACH THE MARK FROM THE SOUTH END OF THE WESTERN MOST BOAT DOCK OF
 AS0545'TWO DOCKS ON THE NORTH SIDE OF LITTLE SAINT GEORGE ISLAND, GO
 AS0545'SOUTH-SOUTHEAST ON THE ISLANDS MAIN NORTH-TO-SOUTH SAND ROAD FOR 150.0
 AS0545'FT (45.7 M) TO THE JUNCTION OF A SAND DRIVE TO THE EAST THAT GOES TO
 AS0545'THE ONLY HOUSE ON THE ISLAND, NOTE-THE HOUSE IS SOUTHEAST OF THE SOUTH
 AS0545'END OF THE DOCK AND IS CALLED THE MARSHALL HOUSE FIELD STATION.
 AS0545'CONTINUE SOUTH-SOUTHEAST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.15
 AS0545'MI (0.2 KM) TO THE INTERSECTION OF FOUR SAND ROADS, THE SAND ROAD THAT
 AS0545'GOES TO THE SOUTHWEST IS THE MAIN NORTH-TO-SOUTH ROAD, THE SAND ROAD
 AS0545'THAT GOES TO THE NORTHEAST IS THE ROAD TO THE EASTERN MOST DOCK ON THE
 AS0545'ISLAND AND IS CALLED THE GOVERNMENT DOCK, THE ROAD TO THE SOUTHEAST IS
 AS0545'THE MAIN SAND ROAD TO REACH THE EAST END OF THE ISLAND.  TURN LEFT ON
 AS0545'THE MAIN SAND ROAD AND GO SOUTHEAST FOR 1.25 MI (2.0 KM) TO ITS END AT
 AS0545'THE BEACH ON THE GULF OF MEXICO.  TURN RIGHT ON THE BEACH AND GO
 AS0545'WEST-SOUTHWEST FOR 0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT, SET IN
 AS0545'THE TOP A CONCRETE MONUMENT RECESSED 1.5 FT (0.5 M) BELOW THE LEVEL OF
 AS0545'THE GROUND.
 AS0545'
 AS0545'LOCATED ABOUT 34.0 FT (10.4 M) NORTH-NORTHWEST OF THE SOUTH EDGE OF
 AS0545'THE DUNE-VEGETATION LINE AND 4.4 FT (1.3 M) SOUTH-SOUTHEAST OF A METAL
 AS0545'WITNESS POST.
 AS0545'
 AS0545'NOTE A MAGNET WAS PLACED NEXT TO THE MONUMENT.
 AS0545'
 AS0545'NOTE THE PROMINENT LONE PINE TREE IS GONE.
 AS0545'
 AS0545'NOTE THE MARK IS ON LITTLE SAINT GEORGE ISLAND WHICH IS REACHED ONLY
 AS0545'BY BOAT OR HELICOPTER AND THEN BY WALKING OR BY A FOUR WHEEL DRIVE
 AS0545'VEHICLE.
 AS0545'
 AS0545'NOTE LIGHTHOUSE ON LITTLE SAINT GEORGE ISLAND WAS DESTROYED BY
 AS0545'EROSION, THE REMAINS OF THE LIGHTHOUSE WAS MOVED TO SAINT GEORGE
 AS0545'ISLAND WHERE IT WAS RE-CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0546 ***********************************************************************
 AS0546  DESIGNATION -  49 80 A11
 AS0546  PID         -  AS0546
 AS0546  STATE/COUNTY-  FL/FRANKLIN
 AS0546  COUNTRY     -  US
 AS0546  USGS QUAD   -  CAPE SAINT GEORGE (2018)
 AS0546
 AS0546                         *CURRENT SURVEY CONTROL
 AS0546  ______________________________________________________________________
 AS0546* NAD 83(1986) POSITION- 29 35 31.7    (N) 085 01 42.0    (W)   HD_HELD2
 AS0546* NAVD 88 ORTHO HEIGHT -     6.358 (meters)       20.86  (feet) ADJUSTED
 AS0546  ______________________________________________________________________
 AS0546  GEOID HEIGHT    -        -27.138 (meters)                     GEOID18
 AS0546  DYNAMIC HEIGHT  -          6.350 (meters)       20.83  (feet) COMP
 AS0546  MODELED GRAVITY -    979,290.4   (mgal)                       NAVD 88
 AS0546
 AS0546  VERT ORDER      -  SECOND    CLASS I
 AS0546
 AS0546.The horizontal coordinates were established by autonomous hand held GPS
 AS0546.observations and have an estimated accuracy of +/- 10 meters.
 AS0546
 AS0546.The orthometric height was determined by differential leveling and
 AS0546.adjusted by the NATIONAL GEODETIC SURVEY
 AS0546.in November 2012.
 AS0546
 AS0546.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0546.GEOID18 height accuracy estimate available here.
 AS0546
 AS0546.Click photographs - Photos may exist for this station.
 AS0546
 AS0546.The dynamic height is computed by dividing the NAVD 88
 AS0546.geopotential number by the normal gravity value computed on the
 AS0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0546.degrees latitude (g = 980.6199 gals.).
 AS0546
 AS0546.The modeled gravity was interpolated from observed gravity values.
 AS0546
 AS0546;                    North         East    Units  Estimated Accuracy
 AS0546;SPC FL N     -    65,756.      548,816.      MT  (+/- 10 meters HH2 GPS)
 AS0546
 AS0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9095475215(NAD 83)
 AS0546
 AS0546                          SUPERSEDED SURVEY CONTROL
 AS0546
 AS0546  NAVD 88 (06/15/91)    6.372  (m)           20.91   (f) SUPERSEDED  2 1
 AS0546
 AS0546.Superseded values are not recommended for survey control.
 AS0546
 AS0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0546.See file dsdata.pdf to determine how the superseded data were derived.
 AS0546
 AS0546_MARKER: DD = SURVEY DISK
 AS0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0546_STAMPING: 49 80 A11
 AS0546_MARK LOGO: FLDNR
 AS0546_PROJECTION: RECESSED 30 CENTIMETERS
 AS0546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AS0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0546+STABILITY: SURFACE MOTION
 AS0546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0546+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2011
 AS0546
 AS0546  HISTORY     - Date     Condition        Report By
 AS0546  HISTORY     - 1980     MONUMENTED       FLDT
 AS0546  HISTORY     - 1987     GOOD             FLDNR
 AS0546  HISTORY     - 19980519 GOOD             USPSQD
 AS0546  HISTORY     - 20111011 GOOD             FLDEP
 AS0546
 AS0546                          STATION DESCRIPTION
 AS0546
 AS0546'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0546'9.5 MI SOUTH FROM APALACHICOLA.
 AS0546'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 1.1 MILES
 AS0546'NORTHEAST ALONG THE BEACH TO THE MARK.  THE MARK IS LOCATED ATOP A
 AS0546'DUNE, JUST NORTH OF A PALMETTO COVERED DUNE AND EAST OF THE HIGHEST
 AS0546'DUNE IN THE AREA.  THE MARK BEARS 8.0 FEET NORTHWEST OF THE EDGE OF A
 AS0546'PALMETTO CLUMP, 32.7 FEET WEST OF 49 80 A11 REF MK 1, 45.6 FEET
 AS0546'NORTHEAST OF 49 80 A11 REF MK 2 AND 3270.0 FEET EAST-NORTHEAST OF 49
 AS0546'80 A10.
 AS0546'THE MARK IS 3.5 FT  S FROM A WITNESS POST.
 AS0546
 AS0546                          STATION RECOVERY (1998)
 AS0546
 AS0546'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0546'RECOVERED IN GOOD CONDITION.
 AS0546
 AS0546                          STATION RECOVERY (2011)
 AS0546
 AS0546'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RWH)
 AS0546'THE STATION IS LOCATED ABOUT 18.3 MI (29.4 KM) SOUTH-SOUTHWEST OF
 AS0546'BEVERLY, 16.4 MI (26.4 KM) SOUTHWEST OF GREEN POINT AND 9.6 MI (15.4
 AS0546'KM) SOUTH-SOUTHWEST OF APALACHICOLA.
 AS0546'
 AS0546'TO REACH THE MARK FROM THE SOUTH END OF THE WESTERN MOST BOAT DOCK OF
 AS0546'TWO DOCKS ON THE NORTH SIDE OF LITTLE SAINT GEORGE ISLAND, GO
 AS0546'SOUTH-SOUTHEAST ON THE ISLANDS MAIN NORTH-TO-SOUTH SAND ROAD FOR 150.0
 AS0546'FT (45.7 M) TO THE JUNCTION OF A SAND DRIVE TO THE EAST THAT GOES TO
 AS0546'THE ONLY HOUSE ON THE ISLAND, NOTE-THE HOUSE IS SOUTHEAST OF THE SOUTH
 AS0546'END OF THE DOCK AND IS CALLED THE MARSHALL HOUSE FIELD STATION.
 AS0546'CONTINUE SOUTH-SOUTHEAST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.15
 AS0546'MI (0.2 KM) TO THE INTERSECTION OF FOUR SAND ROADS, THE SAND ROAD THAT
 AS0546'GOES TO THE SOUTHWEST IS THE MAIN NORTH-TO-SOUTH ROAD, THE SAND ROAD
 AS0546'THAT GOES TO THE NORTHEAST IS THE ROAD TO THE EASTERN MOST DOCK ON THE
 AS0546'ISLAND AND IS CALLED THE GOVERNMENT DOCK, THE ROAD TO THE SOUTHEAST IS
 AS0546'THE MAIN SAND ROAD TO REACH THE EAST END OF THE ISLAND.  TURN LEFT ON
 AS0546'THE MAIN SAND ROAD AND GO SOUTHEAST FOR 1.25 MI (2.0 KM) TO ITS END AT
 AS0546'THE BEACH ON THE GULF OF MEXICO.  TURN LEFT ON THE BEACH AND GO
 AS0546'EAST-NORTHEAST FOR 0.35 MI (0.6 KM) TO THE MARK ON THE LEFT, SET IN
 AS0546'THE TOP OF A CONCRETE MONUMENT RECESSED 1.0 FT (0.3 M) BELOW THE LEVEL
 AS0546'OF THE GROUND.
 AS0546'
 AS0546'LOCATED ON THE SOUTHWEST EDGE OF A PALMETTO CLAMP, ABOUT 50.0 FT (15.2
 AS0546'M) NORTH-NORTHWEST OF THE SOUTHEAST EDGE OF THE DUNE-VEGETATION LINE
 AS0546'AND 3.5 FT (1.1 M) SOUTH OF A METAL WITNESS POST.
 AS0546'
 AS0546'NOTE A MAGNET WAS PLACED NEXT TO THE MONUMENT.
 AS0546'
 AS0546'NOTE THE MARK IS ON LITTLE SAINT GEORGE ISLAND WHICH IS REACHED ONLY
 AS0546'BY BOAT OR HELICOPTER AND THEN BY WALKING OR BY A FOUR WHEEL DRIVE
 AS0546'VEHICLE.
 AS0546'
 AS0546'NOTE LIGHTHOUSE ON LITTLE SAINT GEORGE ISLAND WAS DESTROYED BY
 AS0546'EROSION, THE REMAINS OF THE LIGHTHOUSE WAS MOVED TO SAINT GEORGE
 AS0546'ISLAND WHERE IT WAS RE-CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0547 ***********************************************************************
 AS0547  DESIGNATION -  49 80 A12
 AS0547  PID         -  AS0547
 AS0547  STATE/COUNTY-  FL/FRANKLIN
 AS0547  COUNTRY     -  US
 AS0547  USGS QUAD   -  CAPE SAINT GEORGE (2018)
 AS0547
 AS0547                         *CURRENT SURVEY CONTROL
 AS0547  ______________________________________________________________________
 AS0547* NAD 83(1986) POSITION- 29 35 40.8    (N) 085 01 11.9    (W)   HD_HELD2
 AS0547* NAVD 88 ORTHO HEIGHT -     2.960 (meters)        9.71  (feet) ADJUSTED
 AS0547  ______________________________________________________________________
 AS0547  GEOID HEIGHT    -        -27.140 (meters)                     GEOID18
 AS0547  DYNAMIC HEIGHT  -          2.956 (meters)        9.70  (feet) COMP
 AS0547  MODELED GRAVITY -    979,291.0   (mgal)                       NAVD 88
 AS0547
 AS0547  VERT ORDER      -  SECOND    CLASS I
 AS0547
 AS0547.The horizontal coordinates were established by autonomous hand held GPS
 AS0547.observations and have an estimated accuracy of +/- 10 meters.
 AS0547
 AS0547.The orthometric height was determined by differential leveling and
 AS0547.adjusted by the NATIONAL GEODETIC SURVEY
 AS0547.in November 2012.
 AS0547
 AS0547.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0547.GEOID18 height accuracy estimate available here.
 AS0547
 AS0547.Click photographs - Photos may exist for this station.
 AS0547
 AS0547.The dynamic height is computed by dividing the NAVD 88
 AS0547.geopotential number by the normal gravity value computed on the
 AS0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0547.degrees latitude (g = 980.6199 gals.).
 AS0547
 AS0547.The modeled gravity was interpolated from observed gravity values.
 AS0547
 AS0547;                    North         East    Units  Estimated Accuracy
 AS0547;SPC FL N     -    66,033.      549,627.      MT  (+/- 10 meters HH2 GPS)
 AS0547
 AS0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9176075509(NAD 83)
 AS0547
 AS0547                          SUPERSEDED SURVEY CONTROL
 AS0547
 AS0547  NAVD 88 (06/15/91)    2.991  (m)            9.81   (f) SUPERSEDED  2 1
 AS0547
 AS0547.Superseded values are not recommended for survey control.
 AS0547
 AS0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0547.See file dsdata.pdf to determine how the superseded data were derived.
 AS0547
 AS0547_MARKER: DD = SURVEY DISK
 AS0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0547_STAMPING: 49 80 A12
 AS0547_MARK LOGO: FLDNR
 AS0547_PROJECTION: RECESSED 13 CENTIMETERS
 AS0547_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AS0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0547+STABILITY: SURFACE MOTION
 AS0547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0547+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2011
 AS0547
 AS0547  HISTORY     - Date     Condition        Report By
 AS0547  HISTORY     - 1980     MONUMENTED       FLDT
 AS0547  HISTORY     - 1987     GOOD             FLDNR
 AS0547  HISTORY     - 19980519 GOOD             USPSQD
 AS0547  HISTORY     - 20110720 GOOD             NGS
 AS0547  HISTORY     - 20111013 GOOD             FLDEP
 AS0547
 AS0547                          STATION DESCRIPTION
 AS0547
 AS0547'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0547'9.5 MI SOUTH FROM APALACHICOLA.
 AS0547'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 1.55 MILES
 AS0547'NORTHEAST ALONG THE BEACH TO THE MARK.  THE MARK BEARS 30.6 FEET EAST
 AS0547'OF AN OLD FENCE LINE, 44.3 FEET WEST OF AN OLD FENCE LINE, 37.9 FEET
 AS0547'SOUTHWEST OF 49 80 A12 REF MK 1, 101.3 FEET NORTHEAST OF R 31 1973
 AS0547'FRKLN AND 2815.4 FEET EAST-NORTHEAST OF 49 80 A11.
 AS0547'THE MARK IS 3.4 FT  S FROM A WITNESS POST.
 AS0547
 AS0547                          STATION RECOVERY (1998)
 AS0547
 AS0547'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0547'RECOVERED IN GOOD CONDITION.
 AS0547
 AS0547                          STATION RECOVERY (2011)
 AS0547
 AS0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2011 (JDN)
 AS0547'RECOVERED IN GOOD CONDITION.
 AS0547
 AS0547                          STATION RECOVERY (2011)
 AS0547
 AS0547'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RWH)
 AS0547'THE STATION IS LOCATED ABOUT 18.0 MI (29.0 KM) SOUTH OF BEVERLY, 15.9
 AS0547'MI (25.6 KM) SOUTHWEST OF GREEN POINT AND 9.3 MI (15.0 KM)
 AS0547'SOUTH-SOUTHWEST OF APALACHICOLA.
 AS0547'
 AS0547'TO REACH THE MARK FROM THE SOUTH END OF THE WESTERN MOST BOAT DOCK OF
 AS0547'TWO DOCKS ON THE NORTH SIDE OF LITTLE SAINT GEORGE ISLAND, GO
 AS0547'SOUTH-SOUTHEAST ON THE ISLANDS MAIN NORTH-TO-SOUTH SAND ROAD FOR 150.0
 AS0547'FT (45.7 M) TO THE JUNCTION OF A SAND DRIVE TO THE EAST THAT GOES TO
 AS0547'THE ONLY HOUSE ON THE ISLAND, NOTE-THE HOUSE IS SOUTHEAST OF THE SOUTH
 AS0547'END OF THE DOCK AND IS CALLED THE MARSHALL HOUSE FIELD STATION.
 AS0547'CONTINUE SOUTH-SOUTHEAST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.15
 AS0547'MI (0.2 KM) TO THE INTERSECTION OF FOUR SAND ROADS, THE SAND ROAD THAT
 AS0547'GOES TO THE SOUTHWEST IS THE MAIN NORTH-TO-SOUTH ROAD, THE SAND ROAD
 AS0547'THAT GOES TO THE NORTHEAST IS THE ROAD TO THE EASTERN MOST DOCK ON THE
 AS0547'ISLAND AND IS CALLED THE GOVERNMENT DOCK, THE ROAD TO THE SOUTHEAST IS
 AS0547'THE MAIN SAND ROAD TO REACH THE EAST END OF THE ISLAND.  TURN LEFT ON
 AS0547'THE MAIN SAND ROAD AND GO SOUTHEAST FOR 1.25 MI (2.0 KM) TO ITS END AT
 AS0547'THE BEACH ON THE GULF OF MEXICO.  TURN LEFT ON THE BEACH AND GO
 AS0547'EAST-NORTHEAST FOR 0.9 MI (1.4 KM) TO THE MARK ON THE LEFT, SET IN THE
 AS0547'TOP OF A CONCRETE MONUMENT RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF
 AS0547'THE GROUND.
 AS0547'
 AS0547'LOCATED ABOUT 82.0 FT (25.0 M) NORTH-NORTHWEST OF THE SOUTHEAST EDGE
 AS0547'OF THE DUNE-VEGETATION LINE AND 3.4 FT (1.0 M) SOUTH OF A METAL
 AS0547'WITNESS POST.
 AS0547'
 AS0547'NOTE A MAGNET WAS PLACED NEXT TO THE MONUMENT.
 AS0547'
 AS0547'NOTE THE MARK IS ON LITTLE SAINT GEORGE ISLAND WHICH IS REACHED ONLY
 AS0547'BY BOAT OR HELICOPTER AND THEN BY WALKING OR BY A FOUR WHEEL DRIVE
 AS0547'VEHICLE.
 AS0547'
 AS0547'NOTE LIGHTHOUSE ON LITTLE SAINT GEORGE ISLAND WAS DESTROYED BY
 AS0547'EROSION, THE REMAINS OF THE LIGHTHOUSE WAS MOVED TO SAINT GEORGE
 AS0547'ISLAND WHERE IT WAS RE-CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0548 ***********************************************************************
 AS0548  DESIGNATION -  49 80 A13
 AS0548  PID         -  AS0548
 AS0548  STATE/COUNTY-  FL/FRANKLIN
 AS0548  COUNTRY     -  US
 AS0548  USGS QUAD   -  CAPE SAINT GEORGE (2018)
 AS0548
 AS0548                         *CURRENT SURVEY CONTROL
 AS0548  ______________________________________________________________________
 AS0548* NAD 83(1986) POSITION- 29 35 50.4    (N) 085 00 38.9    (W)   HD_HELD2
 AS0548* NAVD 88 ORTHO HEIGHT -     2.367 (meters)        7.77  (feet) ADJUSTED
 AS0548  ______________________________________________________________________
 AS0548  GEOID HEIGHT    -        -27.143 (meters)                     GEOID18
 AS0548  DYNAMIC HEIGHT  -          2.363 (meters)        7.75  (feet) COMP
 AS0548  MODELED GRAVITY -    979,291.5   (mgal)                       NAVD 88
 AS0548
 AS0548  VERT ORDER      -  SECOND    CLASS I
 AS0548
 AS0548.The horizontal coordinates were established by autonomous hand held GPS
 AS0548.observations and have an estimated accuracy of +/- 10 meters.
 AS0548
 AS0548.The orthometric height was determined by differential leveling and
 AS0548.adjusted by the NATIONAL GEODETIC SURVEY
 AS0548.in June 1991.
 AS0548
 AS0548.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0548.GEOID18 height accuracy estimate available here.
 AS0548
 AS0548.Click photographs - Photos may exist for this station.
 AS0548
 AS0548.The dynamic height is computed by dividing the NAVD 88
 AS0548.geopotential number by the normal gravity value computed on the
 AS0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0548.degrees latitude (g = 980.6199 gals.).
 AS0548
 AS0548.The modeled gravity was interpolated from observed gravity values.
 AS0548
 AS0548;                    North         East    Units  Estimated Accuracy
 AS0548;SPC FL N     -    66,324.      550,517.      MT  (+/- 10 meters HH2 GPS)
 AS0548
 AS0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9264275820(NAD 83)
 AS0548
 AS0548                          SUPERSEDED SURVEY CONTROL
 AS0548
 AS0548.No superseded survey control is available for this station.
 AS0548
 AS0548_MARKER: DB = BENCH MARK DISK
 AS0548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0548_STAMPING: 49 80 A13
 AS0548_MARK LOGO: FLDNR
 AS0548_PROJECTION: RECESSED 20 CENTIMETERS
 AS0548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0548+STABILITY: SURFACE MOTION
 AS0548
 AS0548  HISTORY     - Date     Condition        Report By
 AS0548  HISTORY     - 1980     MONUMENTED       FLDT
 AS0548  HISTORY     - 1987     GOOD             FLDNR
 AS0548  HISTORY     - 19980519 GOOD             USPSQD
 AS0548  HISTORY     - 20111013 MARK NOT FOUND   FLDEP
 AS0548
 AS0548                          STATION DESCRIPTION
 AS0548
 AS0548'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0548'9.0 MI SOUTH FROM APALACHICOLA.
 AS0548'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 2.15 MILES
 AS0548'NORTHEAST ALONG THE BEACH TO THE MARK.  THE MARK IS LOCATED ATOP THE
 AS0548'NORTHEASTERN EDGE OF A HORSESHOE SHAPED DUNE.  THE MARK IS NORTHEAST
 AS0548'OF THE HIGHEST DUNE IN THE AREA AND ABOUT 200 FEET NORTH OF THE
 AS0548'NORMAL HIGH WATER LINE.  THE MARK BEARS 91.5 FEET NORTHEAST OF A 4
 AS0548'INCH SQUARE WOODEN WITNESS POST, 1 FOOT SOUTHEAST OF A 20 INCH PALM
 AS0548'TREE 198.0 FEET NORTH OF A VEGETATION LINE, 50.6 FEET WEST OF 49 80
 AS0548'A13 REF MK 1 94.6 FEET NORTHEAST OF 4 34 1973 FRKLN AND 3028.3 FEET
 AS0548'EAST-NORTHEAST OF 49 80 A12.
 AS0548
 AS0548                          STATION RECOVERY (1998)
 AS0548
 AS0548'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0548'RECOVERED IN GOOD CONDITION.
 AS0548
 AS0548                          STATION RECOVERY (2011)
 AS0548
 AS0548'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RWH)
 AS0548'THE MARK WAS SEARCHED FOR BUT NOT FOUND.
 AS0548'THE MARK MAY BE COVERED WITH SAND OR BEACH EROSION MAY HAVE MOVED THE
 AS0548'SAND THE MARK WAS SET IN.
 AS0548'
 AS0548'A METAL WITNESS POST WITH A SIGN WAS FOUND, THE WITNESS POST WAS
 AS0548'BURIED WITHIN 1.0 FT (0.3 M) OF ITS TOP, THIS COULD BE THE WITNESS
 AS0548'POST FOR THE MARK OR FOR ONE OF TWO REFERENCE MARKS OR FOR SOME OTHER
 AS0548'MARK. WE DID NOT DIG AROUND THE WITNESS POST AT THIS TIME.
 AS0548'
 AS0548'NOTE THE MARK IS ON LITTLE SAINT GEORGE ISLAND WHICH IS REACHED ONLY
 AS0548'BY BOAT OR HELICOPTER AND THEN BY WALKING OR BY A FOUR WHEEL DRIVE
 AS0548'VEHICLE.
 AS0548'
 AS0548'NOTE THE LIGHTHOUSE ON LITTLE SAINT GEORGE ISLAND WAS DESTROYED BY
 AS0548'EROSION, THE REMAINS OF THE LIGHTHOUSE WAS MOVED TO SAINT GEORGE
 AS0548'ISLAND WHERE IT WAS RE-CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0550 ***********************************************************************
 AS0550  DESIGNATION -  49 80 A15
 AS0550  PID         -  AS0550
 AS0550  STATE/COUNTY-  FL/FRANKLIN
 AS0550  COUNTRY     -  US
 AS0550  USGS QUAD   -  NEW INLET (2018)
 AS0550
 AS0550                         *CURRENT SURVEY CONTROL
 AS0550  ______________________________________________________________________
 AS0550* NAD 83(1986) POSITION- 29 36 12.7    (N) 084 59 25.1    (W)   HD_HELD2
 AS0550* NAVD 88 ORTHO HEIGHT -     1.886 (meters)        6.19  (feet) ADJUSTED
 AS0550  ______________________________________________________________________
 AS0550  GEOID HEIGHT    -        -27.146 (meters)                     GEOID18
 AS0550  DYNAMIC HEIGHT  -          1.883 (meters)        6.18  (feet) COMP
 AS0550  MODELED GRAVITY -    979,293.0   (mgal)                       NAVD 88
 AS0550
 AS0550  VERT ORDER      -  SECOND    CLASS I
 AS0550
 AS0550.The horizontal coordinates were established by autonomous hand held GPS
 AS0550.observations and have an estimated accuracy of +/- 10 meters.
 AS0550
 AS0550.The orthometric height was determined by differential leveling and
 AS0550.adjusted by the NATIONAL GEODETIC SURVEY
 AS0550.in November 2012.
 AS0550
 AS0550.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0550.GEOID18 height accuracy estimate available here.
 AS0550
 AS0550.Click photographs - Photos may exist for this station.
 AS0550
 AS0550.The dynamic height is computed by dividing the NAVD 88
 AS0550.geopotential number by the normal gravity value computed on the
 AS0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0550.degrees latitude (g = 980.6199 gals.).
 AS0550
 AS0550.The modeled gravity was interpolated from observed gravity values.
 AS0550
 AS0550;                    North         East    Units  Estimated Accuracy
 AS0550;SPC FL N     -    67,002.      552,506.      MT  (+/- 10 meters HH2 GPS)
 AS0550
 AS0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9461676540(NAD 83)
 AS0550
 AS0550                          SUPERSEDED SURVEY CONTROL
 AS0550
 AS0550  NAVD 88 (06/15/91)    1.941  (m)            6.37   (f) SUPERSEDED  2 1
 AS0550
 AS0550.Superseded values are not recommended for survey control.
 AS0550
 AS0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0550.See file dsdata.pdf to determine how the superseded data were derived.
 AS0550
 AS0550_MARKER: DD = SURVEY DISK
 AS0550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0550_STAMPING: 49 80 A15
 AS0550_MARK LOGO: FLDNR
 AS0550_PROJECTION: RECESSED 122 CENTIMETERS
 AS0550_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AS0550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0550+STABILITY: SURFACE MOTION
 AS0550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0550+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2011
 AS0550
 AS0550  HISTORY     - Date     Condition        Report By
 AS0550  HISTORY     - 1980     MONUMENTED       FLDT
 AS0550  HISTORY     - 1987     GOOD             FLDNR
 AS0550  HISTORY     - 19980519 GOOD             USPSQD
 AS0550  HISTORY     - 20111016 GOOD             FLDEP
 AS0550
 AS0550                          STATION DESCRIPTION
 AS0550
 AS0550'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0550'8.5 MI SOUTH FROM APALACHICOLA.
 AS0550'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 3.4 MILES
 AS0550'NORTHEAST ALONG THE BEACH TO THE MARK.  THE MARK IS LOCATED ATOP A
 AS0550'SAND DUNE THAT IS JUST EAST OF A LARGE GROUP OF PALM TREES AND AT THE
 AS0550'WEST EDGE OF A LARGE PLAINS AREA.  THE MARK BEARS 36.0 FEET EAST OF A
 AS0550'PALM TREE, 49.5 FEET NORTH OF A PALM TREE, 31.6 FEET EAST-SOUTHEAST
 AS0550'OF 49 80 A14 REF MK 1 AND 54.9 FEET WEST-SOUTHWEST OF R 38 FRKLN
 AS0550'RESET 1980.
 AS0550'THE MARK IS 5.5 FT  SE FROM A WITNESS POST.
 AS0550
 AS0550                          STATION RECOVERY (1998)
 AS0550
 AS0550'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0550'RECOVERED IN GOOD CONDITION.
 AS0550
 AS0550                          STATION RECOVERY (2011)
 AS0550
 AS0550'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RWH)
 AS0550'THE STATION IS LOCATED ABOUT 17.2 MI (27.7 KM) SOUTH OF BEVERLY, 14.3
 AS0550'MI (23.0 KM) SOUTHWEST OF GREEN POINT AND 8.4 MI (13.5 KM) SOUTH OF
 AS0550'APALACHICOLA.
 AS0550'
 AS0550'TO REACH THE MARK FROM THE SOUTH END OF THE WESTERN MOST BOAT DOCK OF
 AS0550'TWO DOCKS ON THE NORTH SIDE OF LITTLE SAINT GEORGE ISLAND, GO
 AS0550'SOUTH-SOUTHEAST ON THE ISLANDS MAIN NORTH-TO-SOUTH SAND ROAD FOR 150.0
 AS0550'FT (45.7 M) TO THE JUNCTION OF A SAND DRIVE TO THE EAST THAT GOES TO
 AS0550'THE ONLY HOUSE ON THE ISLAND, NOTE-THE HOUSE IS SOUTHEAST OF THE SOUTH
 AS0550'END OF THE DOCK AND IS CALLED THE MARSHALL HOUSE FIELD STATION.
 AS0550'CONTINUE SOUTH-SOUTHEAST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.15
 AS0550'MI (0.2 KM) TO THE INTERSECTION OF FOUR SAND ROADS, THE SAND ROAD THAT
 AS0550'GOES TO THE SOUTHWEST IS THE MAIN NORTH-TO-SOUTH ROAD, THE SAND ROAD
 AS0550'THAT GOES TO THE NORTHEAST IS THE ROAD TO THE EASTERN MOST DOCK ON THE
 AS0550'ISLAND AND IS CALLED THE GOVERNMENT DOCK, THE ROAD TO THE SOUTHEAST IS
 AS0550'THE MAIN SAND ROAD TO REACH THE EAST END OF THE ISLAND.  TURN LEFT ON
 AS0550'THE MAIN SAND ROAD AND GO SOUTHEAST FOR 1.25 MI (2.0 KM) TO ITS END AT
 AS0550'THE BEACH ON THE GULF OF MEXICO.  TURN LEFT ON THE BEACH AND GO
 AS0550'EAST-NORTHEAST FOR 2.85 MI (4.6 KM) TO THE MARK ON THE LEFT, SET IN
 AS0550'THE TOP OF A CONCRETE MONUMENT RECESSED 4.0 FT (1.2 M) BELOW THE LEVEL
 AS0550'OF THE GROUND.
 AS0550'
 AS0550'LOCATED ABOUT 75.0 FT (22.9 M) WEST OF AN AREA THAT FLOODS DURING VERY
 AS0550'HIGH WATER EVENTS, ABOUT 40.0 FT (12.2 M) NORTH-NORTHWEST OF THE
 AS0550'SOUTHEAST EDGE OF THE DUNE-VEGETATION LINE AND 6.1 FT (1.9 M) SOUTH OF
 AS0550'A METAL WITNESS POST.
 AS0550'
 AS0550'NOTE A MAGNET WAS PLACED NEXT TO THE MONUMENT.
 AS0550'
 AS0550'NOTE PALM TREES IN 1987 DESCRIPTIONS ARE GONE.
 AS0550'
 AS0550'NOTE THE MARK IS ON LITTLE SAINT GEORGE ISLAND WHICH IS REACHED ONLY
 AS0550'BY BOAT OR HELICOPTER AND THEN BY WALKING OR BY A FOUR WHEEL DRIVE
 AS0550'VEHICLE.
 AS0550'
 AS0550'NOTE LIGHTHOUSE ON LITTLE SAINT GEORGE ISLAND WAS DESTROYED BY
 AS0550'EROSION, THE REMAINS OF THE LIGHTHOUSE WAS MOVED TO SAINT GEORGE
 AS0550'ISLAND WHERE IT WAS RE-CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0553 ***********************************************************************
 AS0553  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0553  DESIGNATION -  49 80 A17
 AS0553  PID         -  AS0553
 AS0553  STATE/COUNTY-  FL/FRANKLIN
 AS0553  COUNTRY     -  US
 AS0553  USGS QUAD   -  NEW INLET (2018)
 AS0553
 AS0553                         *CURRENT SURVEY CONTROL
 AS0553  ______________________________________________________________________
 AS0553* NAD 83(1986) POSITION- 29 36 48.     (N) 084 57 40.     (W)   SCALED
 AS0553* NAVD 88 ORTHO HEIGHT -     4.227 (meters)       13.87  (feet) ADJUSTED
 AS0553  ______________________________________________________________________
 AS0553  GEOID HEIGHT    -        -27.146 (meters)                     GEOID18
 AS0553  DYNAMIC HEIGHT  -          4.221 (meters)       13.85  (feet) COMP
 AS0553  MODELED GRAVITY -    979,295.1   (mgal)                       NAVD 88
 AS0553
 AS0553  VERT ORDER      -  SECOND    CLASS I
 AS0553
 AS0553.The horizontal coordinates were scaled from a map and have
 AS0553.an estimated accuracy of +/- 6 seconds.
 AS0553
 AS0553.The orthometric height was determined by differential leveling and
 AS0553.adjusted by the NATIONAL GEODETIC SURVEY
 AS0553.in June 1991.
 AS0553
 AS0553.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0553.GEOID18 height accuracy estimate available here.
 AS0553
 AS0553.This Tidal Bench Mark is designated as VM 9862
 AS0553.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0553
 AS0553.Click photographs - Photos may exist for this station.
 AS0553
 AS0553.The dynamic height is computed by dividing the NAVD 88
 AS0553.geopotential number by the normal gravity value computed on the
 AS0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0553.degrees latitude (g = 980.6199 gals.).
 AS0553
 AS0553.The modeled gravity was interpolated from observed gravity values.
 AS0553
 AS0553;                    North         East    Units  Estimated Accuracy
 AS0553;SPC FL N     -    68,080.      555,340.      MT  (+/- 180 meters Scaled)
 AS0553
 AS0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT974776(NAD 83)
 AS0553
 AS0553                          SUPERSEDED SURVEY CONTROL
 AS0553
 AS0553.No superseded survey control is available for this station.
 AS0553
 AS0553_MARKER: DB = BENCH MARK DISK
 AS0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0553_STAMPING: 49 80 A17
 AS0553_MARK LOGO: FLDNR
 AS0553_PROJECTION: RECESSED 15 CENTIMETERS
 AS0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0553+STABILITY: SURFACE MOTION
 AS0553
 AS0553  HISTORY     - Date     Condition        Report By
 AS0553  HISTORY     - 1980     MONUMENTED       FLDT
 AS0553  HISTORY     - 1987     GOOD             FLDNR
 AS0553  HISTORY     - 19980519 GOOD             USPSQD
 AS0553  HISTORY     - 20111016 MARK NOT FOUND   FLDEP
 AS0553
 AS0553                          STATION DESCRIPTION
 AS0553
 AS0553'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0553'8.0 MI SOUTH FROM APALACHICOLA.
 AS0553'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 5.25 MILES
 AS0553'NORTHEAST ALONG THE BEACH TO THE INLET AT SIKES CUT AND THE VICINITY
 AS0553'OF THE MARK.  THE MARK IS SET ATOP A SAND DUNE, JUST SOUTHWEST OF THE
 AS0553'HIGHEST POINT IN THE AREA.  THE MARK BEARS 0.1 MILE SOUTHWEST OF THE
 AS0553'INLET, 39.1 FEET SOUTHWEST OF 49 80 A17 REF MK, 30.4 FEET NORTH OF 49
 AS0553'80 A17 REF MK 2, 43 FEET NORTH-NORTHWEST OF THE TOP SOUTH EDGE OF THE
 AS0553'SAND DINE, AND ABOUT 495 FEET SOUTH OF 8669 H 1983.
 AS0553'THE MARK IS 6.0 FT  SE FROM A WITNESS POST.
 AS0553
 AS0553                          STATION RECOVERY (1998)
 AS0553
 AS0553'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0553'RECOVERED IN GOOD CONDITION.
 AS0553
 AS0553                          STATION RECOVERY (2011)
 AS0553
 AS0553'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RWH)
 AS0553'THE MARK WAS SEARCHED FOR BUT NOT FOUND.  A METAL WITNESS POST WAS
 AS0553'FOUND, MAY OR MAY NOT BE THE WITNESS POST FOR THE MARK.  BEACH EROSION
 AS0553'MAY HAVE MOVED THE SAND THE MARK WAS SET IN.
 AS0553'
 AS0553'NOTE THE MARK IS ON LITTLE SAINT GEORGE ISLAND WHICH IS REACHED ONLY
 AS0553'BY BOAT OR HELICOPTER AND THEN BY WALKING OR BY A FOUR WHEEL DRIVE
 AS0553'VEHICLE.
 AS0553'
 AS0553'NOTE THE LIGHTHOUSE ON LITTLE SAINT GEORGE ISLAND WAS DESTROYED BY
 AS0553'EROSION, THE REMAINS OF THE LIGHTHOUSE WAS MOVED TO SAINT GEORGE
 AS0553'ISLAND WHERE IT WAS RE-CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1347 ***********************************************************************
 DO1347  DESIGNATION -  49 80 A17 REF MK 1
 DO1347  PID         -  DO1347
 DO1347  STATE/COUNTY-  FL/FRANKLIN
 DO1347  COUNTRY     -  US
 DO1347  USGS QUAD   -  NEW INLET (2018)
 DO1347
 DO1347                         *CURRENT SURVEY CONTROL
 DO1347  ______________________________________________________________________
 DO1347* NAD 83(2011) POSITION- 29 36 47.06164(N) 084 57 41.05932(W)   ADJUSTED
 DO1347* NAD 83(2011) ELLIP HT-   -23.104 (meters)        (07/24/14)   ADJUSTED
 DO1347* NAD 83(2011) EPOCH   -  2010.00
 DO1347* NAVD 88 ORTHO HEIGHT -     4.040 (meters)       13.25  (feet) ADJUSTED
 DO1347  ______________________________________________________________________
 DO1347  GEOID HEIGHT    -        -27.146 (meters)                     GEOID18
 DO1347  NAD 83(2011) X  -    487,399.563 (meters)                     COMP
 DO1347  NAD 83(2011) Y  - -5,528,111.464 (meters)                     COMP
 DO1347  NAD 83(2011) Z  -  3,133,145.858 (meters)                     COMP
 DO1347  LAPLACE CORR    -          0.12  (seconds)                    DEFLEC18
 DO1347  DYNAMIC HEIGHT  -          4.034 (meters)       13.23  (feet) COMP
 DO1347  MODELED GRAVITY -    979,295.1   (mgal)                       NAVD 88
 DO1347
 DO1347  VERT ORDER      -  SECOND    CLASS I
 DO1347
 DO1347  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DO1347  Standards:
 DO1347         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DO1347            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DO1347  -------------------------------------------------------------------
 DO1347  NETWORK    0.56   0.74           0.24   0.22   0.38     -0.03570117
 DO1347  -------------------------------------------------------------------
 DO1347  Click here for local accuracies and other accuracy information.
 DO1347
 DO1347.The horizontal coordinates were established by GPS observations
 DO1347.and adjusted by the National Geodetic Survey in July 2014.
 DO1347
 DO1347.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DO1347.been affixed to the stable North American tectonic plate. See 
 DO1347.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DO1347
 DO1347.The horizontal coordinates are valid at the epoch date displayed above
 DO1347.which is a decimal equivalence of Year/Month/Day.
 DO1347
 DO1347.The orthometric height was determined by differential leveling and
 DO1347.adjusted by the NATIONAL GEODETIC SURVEY
 DO1347.in November 2012.
 DO1347
 DO1347.No vertical observational check was made to the station.
 DO1347
 DO1347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1347.GEOID18 height accuracy estimate available here.
 DO1347
 DO1347.Click photographs - Photos may exist for this station.
 DO1347
 DO1347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DO1347
 DO1347.The Laplace correction was computed from DEFLEC18 derived deflections.
 DO1347
 DO1347.The ellipsoidal height was determined by GPS observations
 DO1347.and is referenced to NAD 83.
 DO1347
 DO1347.The dynamic height is computed by dividing the NAVD 88
 DO1347.geopotential number by the normal gravity value computed on the
 DO1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1347.degrees latitude (g = 980.6199 gals.).
 DO1347
 DO1347.The modeled gravity was interpolated from observed gravity values.
 DO1347
 DO1347. The following values were computed from the NAD 83(2011) position.
 DO1347
 DO1347;                    North         East     Units Scale Factor Converg.
 DO1347;SPC FL N     -    68,048.345   555,309.375   MT  0.99999489   -0 13 54.7
 DO1347;SPC FL N     -   223,255.28  1,821,877.51   sFT  0.99999489   -0 13 54.7
 DO1347;UTM  16      - 3,277,647.675   697,397.457   MT  1.00008081   +1 00 27.6
 DO1347
 DO1347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DO1347!SPC FL N     -   1.00000363  x   0.99999489  =   0.99999852
 DO1347!UTM  16      -   1.00000363  x   1.00008081  =   1.00008444
 DO1347
 DO1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9739777647(NAD 83)
 DO1347
 DO1347                          SUPERSEDED SURVEY CONTROL
 DO1347
 DO1347  NAVD 88 (07/24/14)    4.0    (m)  GEOID12A model used  GPS OBS        
 DO1347
 DO1347.Superseded values are not recommended for survey control.
 DO1347
 DO1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO1347.See file dsdata.pdf to determine how the superseded data were derived.
 DO1347
 DO1347_MARKER: DD = SURVEY DISK
 DO1347_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO1347_STAMPING: 49 80 A17 REF. MK. 1
 DO1347_MARK LOGO: FLDNR
 DO1347_PROJECTION: RECESSED 61 CENTIMETERS
 DO1347_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1347+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2011
 DO1347
 DO1347  HISTORY     - Date     Condition        Report By
 DO1347  HISTORY     - UNK      MONUMENTED       FLDNR
 DO1347  HISTORY     - 20111016 GOOD             FLDEP
 DO1347
 DO1347                          STATION DESCRIPTION
 DO1347
 DO1347'DESCRIBED BY FL DEPT OF ENV PRO 2011 (RWH)
 DO1347'THE MARK IS ABOUT 16.5 MI (26.5 KM) SOUTH OF BEVERLY, 12.6 MI (20.3
 DO1347'KM) SOUTHWEST OF GREEN POINT, 7.9 MI (12.7 KM) SOUTH OF APALACHICOLA,
 DO1347'IN SECTION 17, TOWNSHIP 10 SOUTH, RANGE 7 WEST.
 DO1347'
 DO1347'TO REACH THE MARK FROM THE SOUTH END OF THE WESTERN MOST BOAT DOCK OF
 DO1347'TWO DOCKS ON THE NORTH SIDE OF LITTLE SAINT GEORGE ISLAND, GO
 DO1347'SOUTH-SOUTHEAST ON THE ISLANDS MAIN NORTH-TO-SOUTH SAND ROAD FOR 150.0
 DO1347'FT (45.7 M) TO THE JUNCTION OF A SAND DRIVE TO THE EAST THAT GOES TO
 DO1347'THE ONLY HOUSE ON THE ISLAND, NOTE-THE HOUSE IS SOUTHEAST OF THE SOUTH
 DO1347'END OF THE DOCK AND IS CALLED THE MARSHALL HOUSE FIELD STATION.
 DO1347'CONTINUE SOUTH-SOUTHEAST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.15
 DO1347'MI (0.2 KM) TO THE INTERSECTION OF FOUR SAND ROADS, THE SAND ROAD THAT
 DO1347'GOES TO THE SOUTHWEST IS THE MAIN NORTH-TO-SOUTH ROAD, THE SAND ROAD
 DO1347'THAT GOES TO THE NORTHEAST IS THE ROAD TO THE EASTERN MOST DOCK ON THE
 DO1347'ISLAND AND IS CALLED THE GOVERNMENT DOCK, THE ROAD TO THE SOUTHEAST IS
 DO1347'THE MAIN SAND ROAD TO REACH THE EAST END OF THE ISLAND.  TURN LEFT ON
 DO1347'THE MAIN SAND ROAD AND GO SOUTHEAST FOR 1.25 MI (2.0 KM) TO ITS END AT
 DO1347'THE BEACH ON THE GULF OF MEXICO.  TURN LEFT ON THE BEACH AND GO
 DO1347'EAST-NORTHEAST FOR 4.75 MI (7.6 KM) TO THE MARK ON THE LEFT, SET IN A
 DO1347'PREFABRICATED 4-INCH SQUARE CONCRETE POST, RECESSED 2.0 FT (0.6 M)
 DO1347'BELOW THE LEVEL OF THE GROUND.
 DO1347'
 DO1347'LOCATED ABOUT 545.0 FT (166.1 M) SOUTH-SOUTHWEST OF GOVERNMENT CUT
 DO1347'(ALSO CALLED BOB SIKES CUT) BETWEEN LITTLE SAINT GEORGE ISLAND AND
 DO1347'SAINT GEORGE ISLAND, 386.0 FT (117.7 M) SOUTHEAST OF SURVEY MARK 84 00
 DO1347'1000 R (PID NUMBER AS0552), 357.5 FT (109.0 M) EAST-SOUTHEAST OF BENCH
 DO1347'MARK 290844AA2 1975 (PID NUMBER AS0410), 170.0 FT (51.8 M)
 DO1347'SOUTH-SOUTHWEST OF A FLDNR 4-INCH SQUARE CONCRETE POST SURVEY MARK R51
 DO1347'FRKLN 1973, 11.0 FT (3.4 M) NORTH-NORTHWEST OF THE SOUTHEAST EDGE OF
 DO1347'THE DUNE-VEGETATION LINE, 1.2 FT (0.4 M) SOUTH OF A METAL WITNESS POST
 DO1347'WITH NO SIGN AND 1.2 FT (0.4 M) WEST-SOUTHWEST OF A CARSONITE WITNESS
 DO1347'POST.
 DO1347'
 DO1347'NOTE A MAGNET WAS PLACED NEXT TO THE MONUMENT.
 DO1347'
 DO1347'NOTE THE MARK IS ON LITTLE SAINT GEORGE ISLAND WHICH IS REACHED ONLY
 DO1347'BY BOAT OR HELICOPTER AND THEN BY WALKING OR BY A FOUR WHEEL DRIVE
 DO1347'VEHICLE.
 DO1347'
 DO1347'NOTE LIGHTHOUSE ON LITTLE SAINT GEORGE ISLAND WAS DESTROYED BY
 DO1347'EROSION, THE REMAINS OF THE LIGHTHOUSE WAS MOVED TO SAINT GEORGE
 DO1347'ISLAND WHERE IT WAS RE-CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0557 ***********************************************************************
 AS0557  DESIGNATION -  49 80 B01
 AS0557  PID         -  AS0557
 AS0557  STATE/COUNTY-  FL/FRANKLIN
 AS0557  COUNTRY     -  US
 AS0557  USGS QUAD   -  NEW INLET (2018)
 AS0557
 AS0557                         *CURRENT SURVEY CONTROL
 AS0557  ______________________________________________________________________
 AS0557* NAD 83(1986) POSITION- 29 36 52.09   (N) 084 57 26.08   (W)   HD_HELD1
 AS0557* NAVD 88 ORTHO HEIGHT -     4.319 (meters)       14.17  (feet) ADJUSTED
 AS0557  ______________________________________________________________________
 AS0557  GEOID HEIGHT    -        -27.145 (meters)                     GEOID18
 AS0557  DYNAMIC HEIGHT  -          4.313 (meters)       14.15  (feet) COMP
 AS0557  MODELED GRAVITY -    979,295.4   (mgal)                       NAVD 88
 AS0557
 AS0557  VERT ORDER      -  SECOND    CLASS I
 AS0557
 AS0557.The horizontal coordinates were determined by differentially corrected
 AS0557.hand held GPS observations or other comparable positioning techniques
 AS0557.and have an estimated accuracy of +/- 3 meters.
 AS0557
 AS0557.The orthometric height was determined by differential leveling and
 AS0557.adjusted by the NATIONAL GEODETIC SURVEY
 AS0557.in June 1991.
 AS0557
 AS0557.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0557.GEOID18 height accuracy estimate available here.
 AS0557
 AS0557.Click photographs - Photos may exist for this station.
 AS0557
 AS0557.The dynamic height is computed by dividing the NAVD 88
 AS0557.geopotential number by the normal gravity value computed on the
 AS0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0557.degrees latitude (g = 980.6199 gals.).
 AS0557
 AS0557.The modeled gravity was interpolated from observed gravity values.
 AS0557
 AS0557;                    North         East    Units  Estimated Accuracy
 AS0557;SPC FL N     -    68,201.5     555,713.0     MT  (+/- 3 meters HH1 GPS) 
 AS0557
 AS0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9779777809(NAD 83)
 AS0557
 AS0557                          SUPERSEDED SURVEY CONTROL
 AS0557
 AS0557.No superseded survey control is available for this station.
 AS0557
 AS0557_MARKER: DB = BENCH MARK DISK
 AS0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0557_STAMPING: 49 80 B01
 AS0557_MARK LOGO: FLDNR
 AS0557_PROJECTION: RECESSED 25 CENTIMETERS
 AS0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0557+STABILITY: SURFACE MOTION
 AS0557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0557+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2018
 AS0557
 AS0557  HISTORY     - Date     Condition        Report By
 AS0557  HISTORY     - 1980     MONUMENTED       FLDT
 AS0557  HISTORY     - 1984     GOOD             FLDNR
 AS0557  HISTORY     - 19980109 GOOD             USPSQD
 AS0557  HISTORY     - 20180725 GOOD             FLDEP
 AS0557
 AS0557                          STATION DESCRIPTION
 AS0557
 AS0557'DESCRIBED BY FL DEPT OF NAT RES 1984
 AS0557'IN ST GEORGE ISLAND.
 AS0557'BEGIN AT THE INTERSECTION OF GULF BEACH DRIVE AND FRANKLIN BOULEVARD,
 AS0557'ON ST. GEORGE ISLAND, GO 2.1 MILES WEST ON GULF BEACH DRIVE TO THE
 AS0557'ENTRANCE GATE TO ST. GEORGE PLANTATION, CONTINUE WEST ON LEISURE
 AS0557'LANE FOR 5.1 MILES TO ITS END AT BOB SIKES CUT AND THE MARK VICINITY.
 AS0557'THE MARK IS ABOUT 400 FEET EAST OF THE ROCK JETTY, ON TOP OF A RIDGE,
 AS0557'42.5 FEET EAST OF THE CENTER OF A SAND TRAIL, 125 FEET NORTHWEST OF
 AS0557'THE SOUTH EDGE OF THE RIDGE AND 2.8 FEET SOUTHWEST OF A METAL WITNESS
 AS0557'POST.
 AS0557
 AS0557                          STATION RECOVERY (1998)
 AS0557
 AS0557'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0557'RECOVERED IN GOOD CONDITION.
 AS0557
 AS0557                          STATION RECOVERY (2018)
 AS0557
 AS0557'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AS0557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0558 ***********************************************************************
 AS0558  DESIGNATION -  49 80 B02
 AS0558  PID         -  AS0558
 AS0558  STATE/COUNTY-  FL/FRANKLIN
 AS0558  COUNTRY     -  US
 AS0558  USGS QUAD   -  NEW INLET (2018)
 AS0558
 AS0558                         *CURRENT SURVEY CONTROL
 AS0558  ______________________________________________________________________
 AS0558* NAD 83(1986) POSITION- 29 37 09.     (N) 084 56 50.     (W)   SCALED
 AS0558* NAVD 88 ORTHO HEIGHT -     3.013 (meters)        9.89  (feet) ADJUSTED
 AS0558  ______________________________________________________________________
 AS0558  GEOID HEIGHT    -        -27.144 (meters)                     GEOID18
 AS0558  DYNAMIC HEIGHT  -          3.009 (meters)        9.87  (feet) COMP
 AS0558  MODELED GRAVITY -    979,296.3   (mgal)                       NAVD 88
 AS0558
 AS0558  VERT ORDER      -  SECOND    CLASS I
 AS0558
 AS0558.The horizontal coordinates were scaled from a map and have
 AS0558.an estimated accuracy of +/- 6 seconds.
 AS0558
 AS0558.The orthometric height was determined by differential leveling and
 AS0558.adjusted by the NATIONAL GEODETIC SURVEY
 AS0558.in June 1991.
 AS0558
 AS0558.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0558.GEOID18 height accuracy estimate available here.
 AS0558
 AS0558.Click photographs - Photos may exist for this station.
 AS0558
 AS0558.The dynamic height is computed by dividing the NAVD 88
 AS0558.geopotential number by the normal gravity value computed on the
 AS0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0558.degrees latitude (g = 980.6199 gals.).
 AS0558
 AS0558.The modeled gravity was interpolated from observed gravity values.
 AS0558
 AS0558;                    North         East    Units  Estimated Accuracy
 AS0558;SPC FL N     -    68,720.      556,690.      MT  (+/- 180 meters Scaled)
 AS0558
 AS0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT987783(NAD 83)
 AS0558
 AS0558                          SUPERSEDED SURVEY CONTROL
 AS0558
 AS0558.No superseded survey control is available for this station.
 AS0558
 AS0558_MARKER: DB = BENCH MARK DISK
 AS0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0558_STAMPING: 49 80 B02
 AS0558_MARK LOGO: FLDNR
 AS0558_PROJECTION: FLUSH
 AS0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0558+STABILITY: SURFACE MOTION
 AS0558
 AS0558  HISTORY     - Date     Condition        Report By
 AS0558  HISTORY     - 1980     MONUMENTED       FLDT
 AS0558  HISTORY     - 1984     GOOD             FLDNR
 AS0558  HISTORY     - 19980109 MARK NOT FOUND   USPSQD
 AS0558
 AS0558                          STATION DESCRIPTION
 AS0558
 AS0558'DESCRIBED BY FL DEPT OF NAT RES 1984
 AS0558'IN ST GEORGE ISLAND.
 AS0558'BEGIN AT THE INTERSECTION OF GULF BEACH DRIVE AND FRANKLIN BOULEVARD,
 AS0558'ON ST. GEORGE ISLAND, GO 2.1 MILES WEST ON GULF BEACH DRIVE TO THE
 AS0558'ENTRANCE GATE TO ST. GEORGE PLANTATION, CONTINUE WEST ON LEISURE
 AS0558'LANE FOR 4.2 MILES TO THE JUNCTION OF A DIVIDED PAVED ROAD LEADING
 AS0558'SOUTH, G0 0.05 MILE ON THE DIVIDED ROAD TO ITS END AND THE MARK
 AS0558'VICINITY.  THE MARK IS NEAR THE SHORELINE SOUTHWEST OF THE END OF THE
 AS0558'DIVIDED ROAD, 107 FEET NORTHEAST OF THE CENTERLINE OF A DIM TRAIL,
 AS0558'300 FEET WEST OF A LONE PALM TREE, ABOUT 200 FEET SOUTH OF A LINE OF
 AS0558'DENSE PINE TREES AND 2.8 FEET SOUTHEAST OF A METAL WITNESS POST.
 AS0558
 AS0558                          STATION RECOVERY (1998)
 AS0558
 AS0558'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0558'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0560 ***********************************************************************
 AS0560  DESIGNATION -  49 80 B06
 AS0560  PID         -  AS0560
 AS0560  STATE/COUNTY-  FL/FRANKLIN
 AS0560  COUNTRY     -  US
 AS0560  USGS QUAD   -  APALACHICOLA (2018)
 AS0560
 AS0560                         *CURRENT SURVEY CONTROL
 AS0560  ______________________________________________________________________
 AS0560* NAD 83(1986) POSITION- 29 38 21.     (N) 084 54 34.     (W)   SCALED
 AS0560* NAVD 88 ORTHO HEIGHT -     6.614 (meters)       21.70  (feet) ADJUSTED
 AS0560  ______________________________________________________________________
 AS0560  GEOID HEIGHT    -        -27.130 (meters)                     GEOID18
 AS0560  DYNAMIC HEIGHT  -          6.605 (meters)       21.67  (feet) COMP
 AS0560  MODELED GRAVITY -    979,300.0   (mgal)                       NAVD 88
 AS0560
 AS0560  VERT ORDER      -  SECOND    CLASS I
 AS0560
 AS0560.The horizontal coordinates were scaled from a map and have
 AS0560.an estimated accuracy of +/- 6 seconds.
 AS0560
 AS0560.The orthometric height was determined by differential leveling and
 AS0560.adjusted by the NATIONAL GEODETIC SURVEY
 AS0560.in June 1991.
 AS0560
 AS0560.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0560.GEOID18 height accuracy estimate available here.
 AS0560
 AS0560.Click photographs - Photos may exist for this station.
 AS0560
 AS0560.The dynamic height is computed by dividing the NAVD 88
 AS0560.geopotential number by the normal gravity value computed on the
 AS0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0560.degrees latitude (g = 980.6199 gals.).
 AS0560
 AS0560.The modeled gravity was interpolated from observed gravity values.
 AS0560
 AS0560;                    North         East    Units  Estimated Accuracy
 AS0560;SPC FL N     -    70,920.      560,350.      MT  (+/- 180 meters Scaled)
 AS0560
 AS0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT023806(NAD 83)
 AS0560
 AS0560                          SUPERSEDED SURVEY CONTROL
 AS0560
 AS0560.No superseded survey control is available for this station.
 AS0560
 AS0560_MARKER: DB = BENCH MARK DISK
 AS0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0560_STAMPING: 49 80 B06
 AS0560_MARK LOGO: FLDNR
 AS0560_PROJECTION: RECESSED 13 CENTIMETERS
 AS0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0560+STABILITY: SURFACE MOTION
 AS0560
 AS0560  HISTORY     - Date     Condition        Report By
 AS0560  HISTORY     - 1980     MONUMENTED       FLDT
 AS0560  HISTORY     - 1984     GOOD             FLDNR
 AS0560  HISTORY     - 19971215 GOOD             USPSQD
 AS0560
 AS0560                          STATION DESCRIPTION
 AS0560
 AS0560'DESCRIBED BY FL DEPT OF NAT RES 1984
 AS0560'IN ST GEORGE ISLAND.
 AS0560'BEGIN AT THE INTERSECTION OF GULF BEACH DRIVE AND FRANKLIN BOULEVARD,
 AS0560'ON ST. GEORGE ISLAND, GO 2.1 MILES WEST ON GULF BEACH DRIVE TO THE
 AS0560'ENTRANCE GATE TO ST. GEORGE PLANTATION, CONTINUE WEST ON LEISURE
 AS0560'LANE FOR 1.4 MILES TO THE MARK.  THE MARK IS ATOP A HIGH SAND DUNE AT
 AS0560'THE BEACH, ABOUT 200 FEET SOUTHEAST OF THE ROAD, 45 FEET NORTHWEST OF
 AS0560'THE SOUTHEAST EDGE OF THE DUNE AND 2.6 FEET SOUTHEAST OF A METAL
 AS0560'WITNESS POST.
 AS0560
 AS0560                          STATION RECOVERY (1997)
 AS0560
 AS0560'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0560'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0570 ***********************************************************************
 AS0570  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0570  DESIGNATION -  49 80 B16
 AS0570  PID         -  AS0570
 AS0570  STATE/COUNTY-  FL/FRANKLIN
 AS0570  COUNTRY     -  US
 AS0570  USGS QUAD   -  GOOSE ISLAND (2018)
 AS0570
 AS0570                         *CURRENT SURVEY CONTROL
 AS0570  ______________________________________________________________________
 AS0570* NAD 83(1986) POSITION- 29 40 29.38   (N) 084 49 34.48   (W)   HD_HELD1
 AS0570* NAVD 88 ORTHO HEIGHT -     2.953 (meters)        9.69  (feet) ADJUSTED
 AS0570  ______________________________________________________________________
 AS0570  GEOID HEIGHT    -        -27.087 (meters)                     GEOID18
 AS0570  DYNAMIC HEIGHT  -          2.949 (meters)        9.68  (feet) COMP
 AS0570  MODELED GRAVITY -    979,307.3   (mgal)                       NAVD 88
 AS0570
 AS0570  VERT ORDER      -  SECOND    CLASS I
 AS0570
 AS0570.The horizontal coordinates were determined by differentially corrected
 AS0570.hand held GPS observations or other comparable positioning techniques
 AS0570.and have an estimated accuracy of +/- 3 meters.
 AS0570
 AS0570.The orthometric height was determined by differential leveling and
 AS0570.adjusted by the NATIONAL GEODETIC SURVEY
 AS0570.in February 2011.
 AS0570
 AS0570.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0570.GEOID18 height accuracy estimate available here.
 AS0570
 AS0570.This Tidal Bench Mark is designated as VM 19016
 AS0570.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0570
 AS0570.Click photographs - Photos may exist for this station.
 AS0570
 AS0570.The dynamic height is computed by dividing the NAVD 88
 AS0570.geopotential number by the normal gravity value computed on the
 AS0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0570.degrees latitude (g = 980.6199 gals.).
 AS0570
 AS0570.The modeled gravity was interpolated from observed gravity values.
 AS0570
 AS0570;                    North         East    Units  Estimated Accuracy
 AS0570;SPC FL N     -    74,848.4     568,420.3     MT  (+/- 3 meters HH1 GPS) 
 AS0570
 AS0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT1035984730(NAD 83)
 AS0570
 AS0570                          SUPERSEDED SURVEY CONTROL
 AS0570
 AS0570  NAVD 88 (06/15/91)    2.965  (m)            9.73   (f) SUPERSEDED  2 1
 AS0570
 AS0570.Superseded values are not recommended for survey control.
 AS0570
 AS0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0570.See file dsdata.pdf to determine how the superseded data were derived.
 AS0570
 AS0570_MARKER: DD = SURVEY DISK
 AS0570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0570_STAMPING: 49 80 B16
 AS0570_MARK LOGO: FLDNR
 AS0570_PROJECTION: RECESSED 91 CENTIMETERS
 AS0570_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0570+STABILITY: SURFACE MOTION
 AS0570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0570+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2018
 AS0570
 AS0570  HISTORY     - Date     Condition        Report By
 AS0570  HISTORY     - 1980     MONUMENTED       FLDT
 AS0570  HISTORY     - 1984     GOOD             FLDNR
 AS0570  HISTORY     - 19971023 GOOD             USPSQD
 AS0570  HISTORY     - 20070327 GOOD             FLDEP
 AS0570  HISTORY     - 20111102 GOOD             FLDEP
 AS0570  HISTORY     - 20180723 GOOD             FLDEP
 AS0570
 AS0570                          STATION DESCRIPTION
 AS0570
 AS0570'DESCRIBED BY FL DEPT OF NAT RES 1984
 AS0570'IN ST GEORGE ISLAND.
 AS0570'BEGIN AT THE JUNCTION OF COUNTY ROAD C-300 (GULF BEACH DRIVE) WITH
 AS0570'FRANKLIN BOULEVARD, GO 2.35 MILES EAST ON C-300 TO THE MARK.  THE
 AS0570'MARK BEARS 25.6 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 19.5
 AS0570'FEET SOUTHEAST OF A POWER POLE AND 3.3 FEET SOUTHEAST OF A METAL
 AS0570'WITNESS POST.
 AS0570
 AS0570                          STATION RECOVERY (1997)
 AS0570
 AS0570'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0570'RECOVERED IN GOOD CONDITION.
 AS0570
 AS0570                          STATION RECOVERY (2007)
 AS0570
 AS0570'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AS0570'RECOVERED AS DESCRIBED.
 AS0570
 AS0570                          STATION RECOVERY (2011)
 AS0570
 AS0570'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RKW)
 AS0570'THE STATION IS LOCATED ABOUT 14.9 MI (24.0 KM) SOUTHEAST OF BEVERLY,
 AS0570'10.1 MI (16.3 KM) EAST-SOUTHEAST OF APALACHICOLA AND 5.7 MI (9.2 KM)
 AS0570'SOUTH OF GREEN POINT.
 AS0570'
 AS0570'TO REACH THE MARK FROM THE POST OFFICE IN EASTPOINT, GO WEST ON U.S.
 AS0570'HIGHWAY 98 FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF NORVELL STREET
 AS0570'ON THE RIGHT AND COUNTY ROAD 300 ON THE LEFT.  TURN LEFT ON COUNTY
 AS0570'ROAD 300 AND GO SOUTH FOR 0.9 MI (1.4 KM) TO THE NORTH END OF THE
 AS0570'BRYANT PATTON BRIDGE.  CONTINUE SOUTH ON COUNTY ROAD 300 FOR 4.1 MI
 AS0570'(6.6 KM) TO THE SOUTH END OF THE BRYANT PATTON BRIDGE AT SAINT GEORGE
 AS0570'ISLAND.  CONTINUE SOUTH ON COUNTY ROAD 300 (FRANKLIN BOULEVARD) FOR
 AS0570'0.6 MI (1.0 KM) TO THE T-JUNCTION OF EAST GULF BEACH DRIVE.  TURN LEFT
 AS0570'ON EAST GULF BEACH DRIVE (COUNTY ROAD 300) AND GO EAST FOR 2.35 MI
 AS0570'(3.8 KM) TO THE MARK ON THE LEFT, A DISK SET IN A CONCRETE MONUMENT
 AS0570'RECESSED 3.0 FT (0.9 M) BELOW THE LEVEL OF THE GROUND AND 3.3 FT (1.0
 AS0570'M) BELOW THE LEVEL OF EAST GULF BEACH DRIVE.
 AS0570'
 AS0570'LOCATED NEAR HOUSE ADDRESS 1249 EAST GULF BEACH DRIVE, 354.0 FT (107.9
 AS0570'M) EAST OF THE CENTERLINE OF WAKINS COVE ROAD, 25.7 FT (7.8 M) NORTH
 AS0570'OF THE CENTERLINE OF EAST GULF BEACH DRIVE, 19.5 FT (5.9 M) SOUTH OF A
 AS0570'WOODEN POWER POLE AND 1.8 FT (0.5 M) SOUTH OF A CARSONITE WITNESS
 AS0570'POST.
 AS0570
 AS0570                          STATION RECOVERY (2018)
 AS0570
 AS0570'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AS0570'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0571 ***********************************************************************
 AS0571  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0571  DESIGNATION -  49 80 B18
 AS0571  PID         -  AS0571
 AS0571  STATE/COUNTY-  FL/FRANKLIN
 AS0571  COUNTRY     -  US
 AS0571  USGS QUAD   -  GOOSE ISLAND (2018)
 AS0571
 AS0571                         *CURRENT SURVEY CONTROL
 AS0571  ______________________________________________________________________
 AS0571* NAD 83(1986) POSITION- 29 40 49.     (N) 084 48 30.     (W)   SCALED
 AS0571* NAVD 88 ORTHO HEIGHT -     1.719 (meters)        5.64  (feet) ADJUSTED
 AS0571  ______________________________________________________________________
 AS0571  GEOID HEIGHT    -        -27.082 (meters)                     GEOID18
 AS0571  DYNAMIC HEIGHT  -          1.717 (meters)        5.63  (feet) COMP
 AS0571  MODELED GRAVITY -    979,308.2   (mgal)                       NAVD 88
 AS0571
 AS0571  VERT ORDER      -  SECOND    CLASS I
 AS0571
 AS0571.The horizontal coordinates were scaled from a map and have
 AS0571.an estimated accuracy of +/- 6 seconds.
 AS0571
 AS0571.The orthometric height was determined by differential leveling and
 AS0571.adjusted by the NATIONAL GEODETIC SURVEY
 AS0571.in February 2011.
 AS0571
 AS0571.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0571.GEOID18 height accuracy estimate available here.
 AS0571
 AS0571.This Tidal Bench Mark is designated as VM 19017
 AS0571.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0571
 AS0571.Click photographs - Photos may exist for this station.
 AS0571
 AS0571.The dynamic height is computed by dividing the NAVD 88
 AS0571.geopotential number by the normal gravity value computed on the
 AS0571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0571.degrees latitude (g = 980.6199 gals.).
 AS0571
 AS0571.The modeled gravity was interpolated from observed gravity values.
 AS0571
 AS0571;                    North         East    Units  Estimated Accuracy
 AS0571;SPC FL N     -    75,450.      570,160.      MT  (+/- 180 meters Scaled)
 AS0571
 AS0571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT120853(NAD 83)
 AS0571
 AS0571                          SUPERSEDED SURVEY CONTROL
 AS0571
 AS0571  NAVD 88 (06/15/91)    1.383  (m)            4.54   (f) SUPERSEDED  2 1
 AS0571
 AS0571.Superseded values are not recommended for survey control.
 AS0571
 AS0571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0571.See file dsdata.pdf to determine how the superseded data were derived.
 AS0571
 AS0571_MARKER: DB = BENCH MARK DISK
 AS0571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0571_STAMPING: 49 80 B18
 AS0571_MARK LOGO: FLDNR
 AS0571_PROJECTION: FLUSH
 AS0571_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0571+STABILITY: SURFACE MOTION
 AS0571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0571+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2007
 AS0571
 AS0571  HISTORY     - Date     Condition        Report By
 AS0571  HISTORY     - 1980     MONUMENTED       FLDT
 AS0571  HISTORY     - 1984     GOOD             FLDNR
 AS0571  HISTORY     - 19971203 GOOD             USPSQD
 AS0571  HISTORY     - 20070327 GOOD             FLDEP
 AS0571  HISTORY     - 20120216 MARK NOT FOUND   FLDEP
 AS0571
 AS0571                          STATION DESCRIPTION
 AS0571
 AS0571'DESCRIBED BY FL DEPT OF NAT RES 1984
 AS0571'IN ST GEORGE ISLAND.
 AS0571'BEGIN AT THE JUNCTION OF COUNTY ROAD C-300 (GULF BEACH DRIVE) WITH
 AS0571'FRANKLIN BOULEVARD, GO 3.5 MILES EAST ON C-300 TO THE MARK.  THE MARK
 AS0571'BEARS 20 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 27 FEET
 AS0571'SOUTHEAST OF POWER POLE 5-17331 AND 3.5 FEET SOUTHEAST OF A WITNESS
 AS0571'POST.
 AS0571
 AS0571                          STATION RECOVERY (1997)
 AS0571
 AS0571'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0571'RECOVERED IN GOOD CONDITION.
 AS0571
 AS0571                          STATION RECOVERY (2007)
 AS0571
 AS0571'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AS0571'RECOVERED AS DESCRIBED.
 AS0571
 AS0571                          STATION RECOVERY (2012)
 AS0571
 AS0571'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (RKW)
 AS0571'NOT RECOVERED.  THE AREA HAS BEEN COMPLETELY REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1547 ***********************************************************************
 DO1547  DESIGNATION -  49 80 B18 RM 2
 DO1547  PID         -  DO1547
 DO1547  STATE/COUNTY-  FL/FRANKLIN
 DO1547  COUNTRY     -  US
 DO1547  USGS QUAD   -  GOOSE ISLAND (2018)
 DO1547
 DO1547                         *CURRENT SURVEY CONTROL
 DO1547  ______________________________________________________________________
 DO1547* NAD 83(1986) POSITION- 29 40 49.4    (N) 084 48 29.0    (W)   HD_HELD2
 DO1547* NAVD 88 ORTHO HEIGHT -     2.074 (meters)        6.80  (feet) ADJUSTED
 DO1547  ______________________________________________________________________
 DO1547  GEOID HEIGHT    -        -27.082 (meters)                     GEOID18
 DO1547  DYNAMIC HEIGHT  -          2.072 (meters)        6.80  (feet) COMP
 DO1547  MODELED GRAVITY -    979,308.2   (mgal)                       NAVD 88
 DO1547
 DO1547  VERT ORDER      -  SECOND    CLASS I
 DO1547
 DO1547.The horizontal coordinates were established by autonomous hand held GPS
 DO1547.observations and have an estimated accuracy of +/- 10 meters.
 DO1547
 DO1547.The orthometric height was determined by differential leveling and
 DO1547.adjusted by the NATIONAL GEODETIC SURVEY
 DO1547.in November 2012.
 DO1547
 DO1547.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1547.GEOID18 height accuracy estimate available here.
 DO1547
 DO1547.Click photographs - Photos may exist for this station.
 DO1547
 DO1547.The dynamic height is computed by dividing the NAVD 88
 DO1547.geopotential number by the normal gravity value computed on the
 DO1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1547.degrees latitude (g = 980.6199 gals.).
 DO1547
 DO1547.The modeled gravity was interpolated from observed gravity values.
 DO1547
 DO1547;                    North         East    Units  Estimated Accuracy
 DO1547;SPC FL N     -    75,460.      570,183.      MT  (+/- 10 meters HH2 GPS)
 DO1547
 DO1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT1210885380(NAD 83)
 DO1547
 DO1547                          SUPERSEDED SURVEY CONTROL
 DO1547
 DO1547.No superseded survey control is available for this station.
 DO1547
 DO1547_MARKER: DD = SURVEY DISK
 DO1547_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO1547_STAMPING: 49 80 B18 REF MK 2
 DO1547_MARK LOGO: FLDNR
 DO1547_PROJECTION: PROJECTING 5 CENTIMETERS
 DO1547_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1547+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2022
 DO1547
 DO1547  HISTORY     - Date     Condition        Report By
 DO1547  HISTORY     - UNK      MONUMENTED       FLDNR
 DO1547  HISTORY     - 20111102 GOOD             FLDEP
 DO1547  HISTORY     - 20220112 GOOD             USPSQD
 DO1547
 DO1547                          STATION DESCRIPTION
 DO1547
 DO1547'DESCRIBED BY FL DEPT OF ENV PRO 2011 (RKW)
 DO1547'THE MARK IS ABOUT 14.7 MI (23.7 KM) SOUTHWEST OF CARRABELLE, 11.0 MI
 DO1547'(17.7 KM) EAST-SOUTHEAST OF APALACHICOLA, 5.5 MI (8.8 KM)
 DO1547'SOUTH-SOUTHEAST OF GREEN POINT, IN SECTION 23, TOWNSHIP 9 SOUTH, RANGE
 DO1547'6 WEST.
 DO1547'
 DO1547'TO REACH THE MARK FROM THE POST OFFICE IN EASTPOINT, GO WEST ON U.S.
 DO1547'HIGHWAY 98 FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF NORVELL STREET
 DO1547'ON THE RIGHT AND COUNTY ROAD 300 ON THE LEFT.  TURN LEFT ON COUNTY
 DO1547'ROAD 300 AND GO SOUTH FOR 0.9 MI (1.4 KM) TO THE NORTH END OF THE
 DO1547'BRYANT PATTON BRIDGE.  CONTINUE SOUTH ON COUNTY ROAD 300 FOR 4.1 MI
 DO1547'(6.6 KM) TO THE SOUTH END OF THE BRYANT PATTON BRIDGE AT SAINT GEORGE
 DO1547'ISLAND.  CONTINUE SOUTH ON COUNTY ROAD 300 (FRANKLIN BOULEVARD) FOR
 DO1547'0.6 MI (1.0 KM) TO THE T-JUNCTION OF EAST GULF BEACH DRIVE.  TURN LEFT
 DO1547'ON EAST GULF BEACH DRIVE (COUNTY ROAD 300) AND GO EAST FOR 3.5 MI (5.6
 DO1547'KM) TO THE MARK ON THE LEFT, SET IN A PREFABRICATED 4-INCH SQUARE
 DO1547'CONCRETE POST PROJECTING 0.2 FT (6 CM) ABOVE THE LEVEL OF THE GROUND
 DO1547'AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE EAST GULF BEACH DRIVE.
 DO1547'
 DO1547'LOCATED 69.2 FT (21.1 M) EAST OF THE CENTERLINE OF A GRAVEL DRIVEWAY
 DO1547'FOR HOUSE LOCATED AT 1673 EAST GULF BEACH DRIVE, 50.8 FT (15.5 M)
 DO1547'NORTH OF THE CENTERLINE OF EAST GULF BEACH DRIVE, 26.4 FT (8.0 M)
 DO1547'EAST-NORTHEAST OF A WOODEN POWER POLE AND 2.5 FT (0.8 M) WEST OF A
 DO1547'METAL WITNESS POST.
 DO1547
 DO1547                          STATION RECOVERY (2022)
 DO1547
 DO1547'RECOVERY NOTE BY US POWER SQUADRON 2022 (DMM)
 DO1547'RECOVERY AND DESCRIPTION AS PREVIOUS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0572 ***********************************************************************
 AS0572  DESIGNATION -  49 80 B19
 AS0572  PID         -  AS0572
 AS0572  STATE/COUNTY-  FL/FRANKLIN
 AS0572  COUNTRY     -  US
 AS0572  USGS QUAD   -  GOOSE ISLAND (2018)
 AS0572
 AS0572                         *CURRENT SURVEY CONTROL
 AS0572  ______________________________________________________________________
 AS0572* NAD 83(2011) POSITION- 29 41 02.25656(N) 084 47 49.49781(W)   ADJUSTED
 AS0572* NAD 83(2011) ELLIP HT-   -25.949 (meters)        (07/24/14)   ADJUSTED
 AS0572* NAD 83(2011) EPOCH   -  2010.00
 AS0572* NAVD 88 ORTHO HEIGHT -     1.136 (meters)        3.73  (feet) ADJUSTED
 AS0572  ______________________________________________________________________
 AS0572  GEOID HEIGHT    -        -27.081 (meters)                     GEOID18
 AS0572  NAD 83(2011) X  -    502,899.292 (meters)                     COMP
 AS0572  NAD 83(2011) Y  - -5,522,817.454 (meters)                     COMP
 AS0572  NAD 83(2011) Z  -  3,139,973.306 (meters)                     COMP
 AS0572  LAPLACE CORR    -          0.02  (seconds)                    DEFLEC18
 AS0572  DYNAMIC HEIGHT  -          1.134 (meters)        3.72  (feet) COMP
 AS0572  MODELED GRAVITY -    979,308.7   (mgal)                       NAVD 88
 AS0572
 AS0572  VERT ORDER      -  SECOND    CLASS I
 AS0572
 AS0572  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AS0572  Standards:
 AS0572         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AS0572            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AS0572  -------------------------------------------------------------------
 AS0572  NETWORK    0.72   0.94           0.31   0.28   0.48     -0.04456796
 AS0572  -------------------------------------------------------------------
 AS0572  Click here for local accuracies and other accuracy information.
 AS0572
 AS0572.The horizontal coordinates were established by GPS observations
 AS0572.and adjusted by the National Geodetic Survey in July 2014.
 AS0572
 AS0572.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AS0572.been affixed to the stable North American tectonic plate. See 
 AS0572.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AS0572
 AS0572.The horizontal coordinates are valid at the epoch date displayed above
 AS0572.which is a decimal equivalence of Year/Month/Day.
 AS0572
 AS0572.The orthometric height was determined by differential leveling and
 AS0572.adjusted by the NATIONAL GEODETIC SURVEY
 AS0572.in November 2012.
 AS0572
 AS0572.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0572.GEOID18 height accuracy estimate available here.
 AS0572
 AS0572.Click photographs - Photos may exist for this station.
 AS0572
 AS0572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AS0572
 AS0572.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS0572
 AS0572.The ellipsoidal height was determined by GPS observations
 AS0572.and is referenced to NAD 83.
 AS0572
 AS0572.The dynamic height is computed by dividing the NAVD 88
 AS0572.geopotential number by the normal gravity value computed on the
 AS0572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0572.degrees latitude (g = 980.6199 gals.).
 AS0572
 AS0572.The modeled gravity was interpolated from observed gravity values.
 AS0572
 AS0572. The following values were computed from the NAD 83(2011) position.
 AS0572
 AS0572;                    North         East     Units Scale Factor Converg.
 AS0572;SPC FL N     -    75,852.925   571,245.702   MT  0.99998377   -0 08 57.5
 AS0572;SPC FL N     -   248,860.80  1,874,161.94   sFT  0.99998377   -0 08 57.5
 AS0572;UTM  16      - 3,285,796.378   713,163.217   MT  1.00016067   +1 05 28.8
 AS0572
 AS0572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0572!SPC FL N     -   1.00000408  x   0.99998377  =   0.99998785
 AS0572!UTM  16      -   1.00000408  x   1.00016067  =   1.00016475
 AS0572
 AS0572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT1316385796(NAD 83)
 AS0572
 AS0572                          SUPERSEDED SURVEY CONTROL
 AS0572
 AS0572  NAVD 88 (07/24/14)    1.1    (m)  GEOID12A model used  GPS OBS        
 AS0572  NAVD 88 (06/15/91)    1.148  (m)            3.77   (f) SUPERSEDED  2 1
 AS0572
 AS0572.Superseded values are not recommended for survey control.
 AS0572
 AS0572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0572.See file dsdata.pdf to determine how the superseded data were derived.
 AS0572
 AS0572_MARKER: DD = SURVEY DISK
 AS0572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0572_STAMPING: 49 80 B19
 AS0572_MARK LOGO: FLDNR
 AS0572_PROJECTION: RECESSED 10 CENTIMETERS
 AS0572_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0572+STABILITY: SURFACE MOTION
 AS0572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0572+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2019
 AS0572
 AS0572  HISTORY     - Date     Condition        Report By
 AS0572  HISTORY     - 1980     MONUMENTED       FLDT
 AS0572  HISTORY     - 1984     GOOD             FLDNR
 AS0572  HISTORY     - 19971203 GOOD             USPSQD
 AS0572  HISTORY     - 20080415 GOOD             FLDT
 AS0572  HISTORY     - 20111102 GOOD             FLDEP
 AS0572  HISTORY     - 20190722 GOOD             FLDEP
 AS0572
 AS0572                          STATION DESCRIPTION
 AS0572
 AS0572'DESCRIBED BY FL DEPT OF NAT RES 1984
 AS0572'IN ST GEORGE ISLAND.
 AS0572'BEGIN AT THE JUNCTION OF COUNTY ROAD C-300 (GULF BEACH DRIVE) WITH
 AS0572'FRANKLIN BOULEVARD, GO 4.2 MILES EAST ON C-300 TO THE ENTRANCE GATE
 AS0572'TO ST. GEORGE ISLAND STATE PARK AND THE MARK.  THE MARK BEARS 59
 AS0572'FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 89.5 FEET
 AS0572'SOUTH-SOUTHEAST OF THE WOOD GATE TO THE PARK, 15 FEET NORTHWEST OF A
 AS0572'LOG FENCE AND 4 FEET NORTHWEST OF A METAL WITNESS POST.
 AS0572
 AS0572                          STATION RECOVERY (1997)
 AS0572
 AS0572'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0572'RECOVERED IN GOOD CONDITION.
 AS0572
 AS0572                          STATION RECOVERY (2008)
 AS0572
 AS0572'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2008 (BWF)
 AS0572'RECOVERED IN GOOD CONDITION.
 AS0572
 AS0572                          STATION RECOVERY (2011)
 AS0572
 AS0572'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RKW)
 AS0572'THE STATION IS LOCATED ABOUT 14.1 MI (22.7 KM) SOUTHWEST OF
 AS0572'CARRABELLE, 11.6 MI (18.7 KM) EAST-SOUTHEAST OF APALACHICOLA AND 5.5
 AS0572'MI (8.8 KM) SOUTH-SOUTHEAST OF GREEN POINT.
 AS0572'
 AS0572'TO REACH THE MARK FROM THE POST OFFICE IN EASTPOINT, GO WEST ON U.S.
 AS0572'HIGHWAY 98 FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF NORVELL STREET
 AS0572'ON THE RIGHT AND COUNTY ROAD 300 ON THE LEFT.  TURN LEFT ON COUNTY
 AS0572'ROAD 300 AND GO SOUTH FOR 0.9 MI (1.4 KM) TO THE NORTH END OF THE
 AS0572'BRYANT PATTON BRIDGE.  CONTINUE SOUTH ON COUNTY ROAD 300 FOR 4.1 MI
 AS0572'(6.6 KM) TO THE SOUTH END OF THE BRYANT PATTON BRIDGE AT SAINT GEORGE
 AS0572'ISLAND.  CONTINUE SOUTH ON COUNTY ROAD 300 (FRANKLIN BOULEVARD) FOR
 AS0572'0.6 MI (1.0 KM) TO THE T-JUNCTION OF EAST GULF BEACH DRIVE.  TURN LEFT
 AS0572'ON EAST GULF BEACH DRIVE (COUNTY ROAD 300) AND GO EAST FOR 4.2 MI (6.8
 AS0572'KM) TO THE GATED ENTRANCE TO SAINT GEORGE ISLAND STATE PARK LOCATED AT
 AS0572'1900 EAST GULF BEACH DRIVE AND THE MARK ON THE RIGHT, SET IN THE TOP
 AS0572'OF A ROUND CONCRETE MONUMENT RECESSED 0.4 FT (12 CM) BELOW THE LEVEL
 AS0572'OF THE GROUND AND 0.8 FT (24 CM) BELOW THE LEVEL OF EAST GULF BEACH
 AS0572'DRIVE.
 AS0572'
 AS0572'LOCATED 90.6 FT (27.6 M) SOUTHWEST OF THE CENTERLINE OF GATE ENTRANCE
 AS0572'TO SAINT GEORGE ISLAND STATE PARK, 87.0 FT (26.5 M) EAST-SOUTHEAST OF
 AS0572'A 1.3 FT (0.4 M) SQUARE 6.0 FT (1.8 M) HIGH CONCRETE FENCE COLUMN
 AS0572'POST, 58.6 FT (17.9 M) SOUTH OF THE CENTERLINE OF EAST GULF BEACH
 AS0572'DRIVE, 38.4 FT (11.7 M) SOUTH OF THE CENTERLINE OF A PAVED BIKE TRAIL,
 AS0572'5.4 FT (1.6 M) NORTH OF A THREE RAIL WOODEN FENCE AND 5.0 FT (1.5 M)
 AS0572'NORTH OF A METAL WITNESS POST.
 AS0572
 AS0572                          STATION RECOVERY (2019)
 AS0572
 AS0572'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (MAH)
 AS0572'RECOVERED IN GOOD CONDITION.
 AS0572'
 AS0572'NOTE-WITH THE FOLLOWING.  THE WOODEN FENCE AND METAL WITNESS POST WERE
 AS0572'DESTROYED DURING HURRICANE MICHAEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4814 ***********************************************************************
 DM4814  DESIGNATION -  49 80 B19 RM 1
 DM4814  PID         -  DM4814
 DM4814  STATE/COUNTY-  FL/FRANKLIN
 DM4814  COUNTRY     -  US
 DM4814  USGS QUAD   -  GOOSE ISLAND (2018)
 DM4814
 DM4814                         *CURRENT SURVEY CONTROL
 DM4814  ______________________________________________________________________
 DM4814* NAD 83(1986) POSITION- 29 41 02.32   (N) 084 47 49.25   (W)   HD_HELD1
 DM4814* NAVD 88 ORTHO HEIGHT -     1.079 (meters)        3.54  (feet) ADJUSTED
 DM4814  ______________________________________________________________________
 DM4814  GEOID HEIGHT    -        -27.081 (meters)                     GEOID18
 DM4814  DYNAMIC HEIGHT  -          1.078 (meters)        3.54  (feet) COMP
 DM4814  MODELED GRAVITY -    979,308.8   (mgal)                       NAVD 88
 DM4814
 DM4814  VERT ORDER      -  SECOND    CLASS I
 DM4814
 DM4814.The horizontal coordinates were determined by differentially corrected
 DM4814.hand held GPS observations or other comparable positioning techniques
 DM4814.and have an estimated accuracy of +/- 3 meters.
 DM4814
 DM4814.The orthometric height was determined by differential leveling and
 DM4814.adjusted by the NATIONAL GEODETIC SURVEY
 DM4814.in February 2011.
 DM4814
 DM4814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4814.GEOID18 height accuracy estimate available here.
 DM4814
 DM4814.Click photographs - Photos may exist for this station.
 DM4814
 DM4814.The dynamic height is computed by dividing the NAVD 88
 DM4814.geopotential number by the normal gravity value computed on the
 DM4814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4814.degrees latitude (g = 980.6199 gals.).
 DM4814
 DM4814.The modeled gravity was interpolated from observed gravity values.
 DM4814
 DM4814;                    North         East    Units  Estimated Accuracy
 DM4814;SPC FL N     -    75,854.9     571,252.4     MT  (+/- 3 meters HH1 GPS) 
 DM4814
 DM4814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT1316985798(NAD 83)
 DM4814
 DM4814                          SUPERSEDED SURVEY CONTROL
 DM4814
 DM4814.No superseded survey control is available for this station.
 DM4814
 DM4814_MARKER: DD = SURVEY DISK
 DM4814_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM4814_STAMPING: 49 80 B19 REF MK 1
 DM4814_MARK LOGO: FLDNR
 DM4814_PROJECTION: RECESSED 15 CENTIMETERS
 DM4814_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4814+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2019
 DM4814
 DM4814  HISTORY     - Date     Condition        Report By
 DM4814  HISTORY     - 1980     MONUMENTED       FLDT
 DM4814  HISTORY     - 20070327 GOOD             FLDEP
 DM4814  HISTORY     - 20190717 POOR             FLDEP
 DM4814
 DM4814                          STATION DESCRIPTION
 DM4814
 DM4814'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DM4814'THE MARK IS ON SAINT GEORGE ISLAND.
 DM4814'
 DM4814'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD C-300 (GULF BEACH
 DM4814'DRIVE) AND FRANKLIN BOULEVARD ON SAINT GEORGE ISLAND, GO EAST ON C-300
 DM4814'FOR 4.2 MI (6.8 KM) TO THE ENTRANCE GATE OF SAINT GEORGE ISLAND STATE
 DM4814'PARK AND THE MARK ON THE RIGHT, A FLDNR SURVEY DISK SET IN THE TOP OF
 DM4814'A CONCRETE POST RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND
 DM4814'AND 2.0 FT (0.6 M) BELOW THE LEVEL OF COUNTY ROAD C-300.
 DM4814'
 DM4814'LOCATED 112.9 FT (34.4 M) EAST OF THE NORTHEAST FENCE CORNER OF THE
 DM4814'WASTEWATER TREATMENT PLANT, 102.4 FT (31.2 M) SOUTHWEST OF THE FLAG
 DM4814'POLE FLYING THE STATE FLAG, 64.0 FT (19.5 M) SOUTH-SOUTHEAST OF THE
 DM4814'CENTERLINE OF C-300, 33.7 FT (10.3 M) SOUTHWEST OF THE SOUTH EDGE OF
 DM4814'THE STATE PARK SIGN AND 3.5 FT (1.1 M) SOUTHWEST OF A CARSONITE
 DM4814'WITNESS POST.
 DM4814
 DM4814                          STATION RECOVERY (2019)
 DM4814
 DM4814'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (RMK)
 DM4814'RECOVERED IN POOR CONDITION.
 DM4814'
 DM4814'NOT LEVELED TO THIS DATE DUE TO POOR STABILITY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0573 ***********************************************************************
 AS0573  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0573  DESIGNATION -  49 80 B20
 AS0573  PID         -  AS0573
 AS0573  STATE/COUNTY-  FL/FRANKLIN
 AS0573  COUNTRY     -  US
 AS0573  USGS QUAD   -  GOOSE ISLAND (2018)
 AS0573
 AS0573                         *CURRENT SURVEY CONTROL
 AS0573  ______________________________________________________________________
 AS0573* NAD 83(1986) POSITION- 29 41 19.88   (N) 084 47 09.23   (W)   HD_HELD1
 AS0573* NAVD 88 ORTHO HEIGHT -     3.108 (meters)       10.20  (feet) ADJUSTED
 AS0573  ______________________________________________________________________
 AS0573  GEOID HEIGHT    -        -27.081 (meters)                     GEOID18
 AS0573  DYNAMIC HEIGHT  -          3.104 (meters)       10.18  (feet) COMP
 AS0573  MODELED GRAVITY -    979,309.4   (mgal)                       NAVD 88
 AS0573
 AS0573  VERT ORDER      -  SECOND    CLASS I
 AS0573
 AS0573.The horizontal coordinates were determined by differentially corrected
 AS0573.hand held GPS observations or other comparable positioning techniques
 AS0573.and have an estimated accuracy of +/- 3 meters.
 AS0573
 AS0573.The orthometric height was determined by differential leveling and
 AS0573.adjusted by the NATIONAL GEODETIC SURVEY
 AS0573.in February 2011.
 AS0573
 AS0573.No vertical observational check was made to the station.
 AS0573
 AS0573.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0573.GEOID18 height accuracy estimate available here.
 AS0573
 AS0573.This Tidal Bench Mark is designated as VM 18093
 AS0573.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0573
 AS0573.This Tidal Bench Mark is designated as VM 17173
 AS0573.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0573
 AS0573.Click photographs - Photos may exist for this station.
 AS0573
 AS0573.The dynamic height is computed by dividing the NAVD 88
 AS0573.geopotential number by the normal gravity value computed on the
 AS0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0573.degrees latitude (g = 980.6199 gals.).
 AS0573
 AS0573.The modeled gravity was interpolated from observed gravity values.
 AS0573
 AS0573;                    North         East    Units  Estimated Accuracy
 AS0573;SPC FL N     -    76,392.8     572,329.7     MT  (+/- 3 meters HH1 GPS) 
 AS0573
 AS0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT1423586359(NAD 83)
 AS0573
 AS0573                          SUPERSEDED SURVEY CONTROL
 AS0573
 AS0573  NAVD 88 (06/15/91)    3.165  (m)           10.38   (f) SUPERSEDED  2 1
 AS0573
 AS0573.Superseded values are not recommended for survey control.
 AS0573
 AS0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0573.See file dsdata.pdf to determine how the superseded data were derived.
 AS0573
 AS0573_STAMPING: 49 80 B20
 AS0573_MARK LOGO: FLDNR
 AS0573_PROJECTION: RECESSED 122 CENTIMETERS
 AS0573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0573+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2007
 AS0573
 AS0573  HISTORY     - Date     Condition        Report By
 AS0573  HISTORY     - 1980     MONUMENTED       FLDT
 AS0573  HISTORY     - 1986     GOOD             FLDNR
 AS0573  HISTORY     - 19971023 GOOD             USPSQD
 AS0573  HISTORY     - 20070327 GOOD             FLDEP
 AS0573  HISTORY     - 20190717 MARK NOT FOUND   FLDEP
 AS0573
 AS0573                          STATION DESCRIPTION
 AS0573
 AS0573'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0573'IN ST GEORGE ISLAND.
 AS0573'BEGIN AT THE ENTRANCE TO ST. GEORGE ISLAND STATE PARK, GO 0.65 MILE
 AS0573'EAST ON THE PARK ROAD TO THE MARK.  THE MARK BEARS 35 FEET NORTHWEST
 AS0573'OF THE CENTERLINE OF THE ROAD, 26.6 FEET EAST OF BENCH MARK 49 80 B20
 AS0573'REF MK 2, 90.3 FEET SOUTH-SOUTHWEST OF BENCH MARK R109T FRKLN RESET
 AS0573'1980, AND 3.1 FEET SOUTHEAST OF A WITNESS POST.
 AS0573'THE MARK IS 3 FT ABOVE ROAD.
 AS0573
 AS0573                          STATION RECOVERY (1997)
 AS0573
 AS0573'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0573'RECOVERED IN GOOD CONDITION.
 AS0573
 AS0573                          STATION RECOVERY (2007)
 AS0573
 AS0573'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AS0573'RECOVERED AS DESCRIBED.
 AS0573
 AS0573                          STATION RECOVERY (2019)
 AS0573
 AS0573'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (RMK)
 AS0573'NOT RECOVERED.  THE MONUMENT WAS REPORTED IN (L27013-4, 3-27-07) (DISK
 AS0573'TYPE-DD) BUT WAS NOT FIXED ON THE NGS DATA SHEET, NOT SEARCH FOR THIS
 AS0573'DATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0575 ***********************************************************************
 AS0575  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0575  DESIGNATION -  49 80 B20 RM 2
 AS0575  PID         -  AS0575
 AS0575  STATE/COUNTY-  FL/FRANKLIN
 AS0575  COUNTRY     -  US
 AS0575  USGS QUAD   -  GOOSE ISLAND (2018)
 AS0575
 AS0575                         *CURRENT SURVEY CONTROL
 AS0575  ______________________________________________________________________
 AS0575* NAD 83(1986) POSITION- 29 41 20.     (N) 084 47 10.     (W)   SCALED
 AS0575* NAVD 88 ORTHO HEIGHT -     3.867 (meters)       12.69  (feet) ADJUSTED
 AS0575  ______________________________________________________________________
 AS0575  GEOID HEIGHT    -        -27.081 (meters)                     GEOID18
 AS0575  DYNAMIC HEIGHT  -          3.862 (meters)       12.67  (feet) COMP
 AS0575  MODELED GRAVITY -    979,309.4   (mgal)                       NAVD 88
 AS0575
 AS0575  VERT ORDER      -  SECOND    CLASS I
 AS0575
 AS0575.The horizontal coordinates were scaled from a map and have
 AS0575.an estimated accuracy of +/- 6 seconds.
 AS0575
 AS0575.The orthometric height was determined by differential leveling and
 AS0575.adjusted by the NATIONAL GEODETIC SURVEY
 AS0575.in February 2011.
 AS0575
 AS0575.No vertical observational check was made to the station.
 AS0575
 AS0575.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0575.GEOID18 height accuracy estimate available here.
 AS0575
 AS0575.This Tidal Bench Mark is designated as VM 18095
 AS0575.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0575
 AS0575.This Tidal Bench Mark is designated as VM 17174
 AS0575.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0575
 AS0575.Click photographs - Photos may exist for this station.
 AS0575
 AS0575.The dynamic height is computed by dividing the NAVD 88
 AS0575.geopotential number by the normal gravity value computed on the
 AS0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0575.degrees latitude (g = 980.6199 gals.).
 AS0575
 AS0575.The modeled gravity was interpolated from observed gravity values.
 AS0575
 AS0575;                    North         East    Units  Estimated Accuracy
 AS0575;SPC FL N     -    76,400.      572,310.      MT  (+/- 180 meters Scaled)
 AS0575
 AS0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT142863(NAD 83)
 AS0575
 AS0575                          SUPERSEDED SURVEY CONTROL
 AS0575
 AS0575  NAVD 88 (06/15/91)    3.902  (m)           12.80   (f) SUPERSEDED  2 1
 AS0575
 AS0575.Superseded values are not recommended for survey control.
 AS0575
 AS0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0575.See file dsdata.pdf to determine how the superseded data were derived.
 AS0575
 AS0575_STAMPING: 49 80 B20 REF MK 2
 AS0575_MARK LOGO: FLDNR
 AS0575_PROJECTION: PROJECTING 8 CENTIMETERS
 AS0575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0575+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2007
 AS0575
 AS0575  HISTORY     - Date     Condition        Report By
 AS0575  HISTORY     - 1980     MONUMENTED       FLDT
 AS0575  HISTORY     - 1986     GOOD             FLDNR
 AS0575  HISTORY     - 19971023 GOOD             USPSQD
 AS0575  HISTORY     - 20070327 GOOD             FLDEP
 AS0575  HISTORY     - 20190717 MARK NOT FOUND   FLDEP
 AS0575
 AS0575                          STATION DESCRIPTION
 AS0575
 AS0575'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0575'IN ST GEORGE ISLAND.
 AS0575'BEGIN AT THE ENTRANCE TO ST. GEORGE ISLAND STATE PARK, GO 0.65 MILE
 AS0575'EAST ON THE PARK ROAD TO THE MARK.  THE MARK BEARS 52 FEET NORTHWEST
 AS0575'OF THE CENTERLINE OF THE ROAD, 26.6 FEET WEST OF STATION MARK 49 80
 AS0575'B20, AND 1.9 FEET SOUTHEAST OF A WITNESS POST.
 AS0575'THE MARK IS 3 FT ABOVE ROAD.
 AS0575
 AS0575                          STATION RECOVERY (1997)
 AS0575
 AS0575'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0575'RECOVERED IN GOOD CONDITION.
 AS0575
 AS0575                          STATION RECOVERY (2007)
 AS0575
 AS0575'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AS0575'RECOVERED AS DESCRIBED.
 AS0575
 AS0575                          STATION RECOVERY (2019)
 AS0575
 AS0575'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (RMK)
 AS0575'NOT RECOVERED.  THE PREFABRICATED POST WAS REPORTED IN (L27013-4,
 AS0575'3-27-07) (SETTING-09) (DISK TYPE-DD) BUT WAS NOT FIXED ON THE NGS DATA
 AS0575'SHEET, NOT SEARCH FOR DUE TO POOR STABILITY THIS DATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0576 ***********************************************************************
 AS0576  DESIGNATION -  49 80 B26
 AS0576  PID         -  AS0576
 AS0576  STATE/COUNTY-  FL/FRANKLIN
 AS0576  COUNTRY     -  US
 AS0576  USGS QUAD   -  SUGAR HILL (2018)
 AS0576
 AS0576                         *CURRENT SURVEY CONTROL
 AS0576  ______________________________________________________________________
 AS0576* NAD 83(1986) POSITION- 29 43 25.     (N) 084 44 19.     (W)   SCALED
 AS0576* NAVD 88 ORTHO HEIGHT -     3.973 (meters)       13.03  (feet) ADJUSTED
 AS0576  ______________________________________________________________________
 AS0576  GEOID HEIGHT    -        -27.097 (meters)                     GEOID18
 AS0576  DYNAMIC HEIGHT  -          3.968 (meters)       13.02  (feet) COMP
 AS0576  MODELED GRAVITY -    979,312.4   (mgal)                       NAVD 88
 AS0576
 AS0576  VERT ORDER      -  SECOND    CLASS I
 AS0576
 AS0576.The horizontal coordinates were scaled from a map and have
 AS0576.an estimated accuracy of +/- 6 seconds.
 AS0576
 AS0576.The orthometric height was determined by differential leveling and
 AS0576.adjusted by the NATIONAL GEODETIC SURVEY
 AS0576.in June 1991.
 AS0576
 AS0576.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0576.GEOID18 height accuracy estimate available here.
 AS0576
 AS0576.Click photographs - Photos may exist for this station.
 AS0576
 AS0576.The dynamic height is computed by dividing the NAVD 88
 AS0576.geopotential number by the normal gravity value computed on the
 AS0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0576.degrees latitude (g = 980.6199 gals.).
 AS0576
 AS0576.The modeled gravity was interpolated from observed gravity values.
 AS0576
 AS0576;                    North         East    Units  Estimated Accuracy
 AS0576;SPC FL N     -    80,240.      576,910.      MT  (+/- 180 meters Scaled)
 AS0576
 AS0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT187903(NAD 83)
 AS0576
 AS0576                          SUPERSEDED SURVEY CONTROL
 AS0576
 AS0576.No superseded survey control is available for this station.
 AS0576
 AS0576_MARKER: DB = BENCH MARK DISK
 AS0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0576_STAMPING: 49 80 B26
 AS0576_MARK LOGO: FLDNR
 AS0576_PROJECTION: RECESSED 76 CENTIMETERS
 AS0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0576+STABILITY: SURFACE MOTION
 AS0576
 AS0576  HISTORY     - Date     Condition        Report By
 AS0576  HISTORY     - 1980     MONUMENTED       FLDT
 AS0576  HISTORY     - 1984     GOOD             FLDNR
 AS0576  HISTORY     - 19971203 POOR             USPSQD
 AS0576
 AS0576                          STATION DESCRIPTION
 AS0576
 AS0576'DESCRIBED BY FL DEPT OF NAT RES 1984
 AS0576'IN ST GEORGE ISLAND.
 AS0576'BEGIN AT THE ENTRANCE TO ST. GEORGE ISLAND STATE PARK, GO 4.6 MILES
 AS0576'EAST ON THE PARK ROAD TO THE SECOND PAVILLION AREA AND THE MARK.  THE
 AS0576'MARK BEARS 51.7 FEET EAST OF THE CENTERLINE OF THE ROAD, 219 FEET
 AS0576'WEST OF THE NORTHWEST CORNER OF THE WESTMOST BATH HOUSE, AND 3.5 FEET
 AS0576'WEST OF A METAL WITNESS POST.
 AS0576
 AS0576                          STATION RECOVERY (1997)
 AS0576
 AS0576'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0576'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0577 ***********************************************************************
 AS0577  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0577  DESIGNATION -  49 80 B34
 AS0577  PID         -  AS0577
 AS0577  STATE/COUNTY-  FL/FRANKLIN
 AS0577  COUNTRY     -  US
 AS0577  USGS QUAD   -  CARRABELLE (2018)
 AS0577
 AS0577                         *CURRENT SURVEY CONTROL
 AS0577  ______________________________________________________________________
 AS0577* NAD 83(1986) POSITION- 29 46 03.79   (N) 084 41 47.34   (W)   HD_HELD1
 AS0577* NAVD 88 ORTHO HEIGHT -     2.334 (meters)        7.66  (feet) ADJUSTED
 AS0577  ______________________________________________________________________
 AS0577  GEOID HEIGHT    -        -27.142 (meters)                     GEOID18
 AS0577  DYNAMIC HEIGHT  -          2.331 (meters)        7.65  (feet) COMP
 AS0577  MODELED GRAVITY -    979,315.0   (mgal)                       NAVD 88
 AS0577
 AS0577  VERT ORDER      -  SECOND    CLASS I
 AS0577
 AS0577.The horizontal coordinates were determined by differentially corrected
 AS0577.hand held GPS observations or other comparable positioning techniques
 AS0577.and have an estimated accuracy of +/- 3 meters.
 AS0577
 AS0577.The orthometric height was determined by differential leveling and
 AS0577.adjusted by the NATIONAL GEODETIC SURVEY
 AS0577.in June 1991.
 AS0577
 AS0577.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0577.GEOID18 height accuracy estimate available here.
 AS0577
 AS0577.This Tidal Bench Mark is designated as VM 9837
 AS0577.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0577
 AS0577.Click photographs - Photos may exist for this station.
 AS0577
 AS0577.The dynamic height is computed by dividing the NAVD 88
 AS0577.geopotential number by the normal gravity value computed on the
 AS0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0577.degrees latitude (g = 980.6199 gals.).
 AS0577
 AS0577.The modeled gravity was interpolated from observed gravity values.
 AS0577
 AS0577;                    North         East    Units  Estimated Accuracy
 AS0577;SPC FL N     -    85,116.2     580,998.6     MT  (+/- 3 meters HH1 GPS) 
 AS0577
 AS0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT2271595270(NAD 83)
 AS0577
 AS0577                          SUPERSEDED SURVEY CONTROL
 AS0577
 AS0577.No superseded survey control is available for this station.
 AS0577
 AS0577_MARKER: DD = SURVEY DISK
 AS0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0577_STAMPING: 49 80 B34
 AS0577_MARK LOGO: FLDNR
 AS0577_PROJECTION: RECESSED 15 CENTIMETERS
 AS0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0577+STABILITY: SURFACE MOTION
 AS0577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0577+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2019
 AS0577
 AS0577  HISTORY     - Date     Condition        Report By
 AS0577  HISTORY     - 1980     MONUMENTED       FLDT
 AS0577  HISTORY     - 1987     GOOD             FLDNR
 AS0577  HISTORY     - 19971215 GOOD             USPSQD
 AS0577  HISTORY     - 20190717 POOR             FLDEP
 AS0577
 AS0577                          STATION DESCRIPTION
 AS0577
 AS0577'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0577'3.45 MI SSW FROM CARRABELLE.
 AS0577'BEGIN AT THE ENTRANCE TO THE STATE PARK ON ST. GEORGE ISLAND.  GO
 AS0577'EASTERLY ON THE PARK ROAD FOR 7.35 MILES TO THE END OF PAVEMENT.
 AS0577'CONTINUE EASTERLY USING A 4 WHEEL DRIVE VEHICLE FOR 1.25 MILES TO THE
 AS0577'MARK.  THE MARK IS ATOP A SAND DUNE ABOUT 400 FEET SOUTH SOUTHWEST OF
 AS0577'THE EAST END OF THE ISLAND.  THE MARK BEARS 300 FEET WEST OF THE EAST
 AS0577'SHORELINE, 180 FEET SOUTHEAST OF THE SHORELINE OF ST. GEORGE SOUND,
 AS0577'AND 3.7 FEET EAST OF A METAL WITNESS POST.
 AS0577
 AS0577                          STATION RECOVERY (1997)
 AS0577
 AS0577'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0577'RECOVERED IN GOOD CONDITION.
 AS0577
 AS0577                          STATION RECOVERY (2019)
 AS0577
 AS0577'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (RMK)
 AS0577'RECOVERED IN POOR CONDITION.
 AS0577'
 AS0577'NOTE-NOT LEVELED TO THIS DATE DUE TO POOR STABILITY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0579 ***********************************************************************
 AS0579  DESIGNATION -  49 80 B34 RM 1
 AS0579  PID         -  AS0579
 AS0579  STATE/COUNTY-  FL/FRANKLIN
 AS0579  COUNTRY     -  US
 AS0579  USGS QUAD   -  CARRABELLE (2018)
 AS0579
 AS0579                         *CURRENT SURVEY CONTROL
 AS0579  ______________________________________________________________________
 AS0579* NAD 83(1986) POSITION- 29 46 04.15   (N) 084 41 47.21   (W)   HD_HELD1
 AS0579* NAVD 88 ORTHO HEIGHT -     2.607 (meters)        8.55  (feet) ADJUSTED
 AS0579  ______________________________________________________________________
 AS0579  GEOID HEIGHT    -        -27.142 (meters)                     GEOID18
 AS0579  DYNAMIC HEIGHT  -          2.603 (meters)        8.54  (feet) COMP
 AS0579  MODELED GRAVITY -    979,315.0   (mgal)                       NAVD 88
 AS0579
 AS0579  VERT ORDER      -  SECOND    CLASS I
 AS0579
 AS0579.The horizontal coordinates were determined by differentially corrected
 AS0579.hand held GPS observations or other comparable positioning techniques
 AS0579.and have an estimated accuracy of +/- 3 meters.
 AS0579
 AS0579.The orthometric height was determined by differential leveling and
 AS0579.adjusted by the NATIONAL GEODETIC SURVEY
 AS0579.in June 1991.
 AS0579
 AS0579.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0579.GEOID18 height accuracy estimate available here.
 AS0579
 AS0579.Click photographs - Photos may exist for this station.
 AS0579
 AS0579.The dynamic height is computed by dividing the NAVD 88
 AS0579.geopotential number by the normal gravity value computed on the
 AS0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0579.degrees latitude (g = 980.6199 gals.).
 AS0579
 AS0579.The modeled gravity was interpolated from observed gravity values.
 AS0579
 AS0579;                    North         East    Units  Estimated Accuracy
 AS0579;SPC FL N     -    85,127.2     581,002.1     MT  (+/- 3 meters HH1 GPS) 
 AS0579
 AS0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT2271895281(NAD 83)
 AS0579
 AS0579                          SUPERSEDED SURVEY CONTROL
 AS0579
 AS0579.No superseded survey control is available for this station.
 AS0579
 AS0579_MARKER: DD = SURVEY DISK
 AS0579_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AS0579_STAMPING: 49 80 B34 REF MK 1
 AS0579_MARK LOGO: FLDNR
 AS0579_PROJECTION: RECESSED 8 CENTIMETERS
 AS0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0579+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2019
 AS0579
 AS0579  HISTORY     - Date     Condition        Report By
 AS0579  HISTORY     - UNK      MONUMENTED       FLDT
 AS0579  HISTORY     - 1987     GOOD             FLDNR
 AS0579  HISTORY     - 20190717 POOR             FLDEP
 AS0579
 AS0579                          STATION DESCRIPTION
 AS0579
 AS0579'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0579'3.45 MI SSW FROM CARRABELLE.
 AS0579'BEGIN AT THE ENTRANCE TO THE STATE PARK ON ST. GEORGE ISLAND.  GO
 AS0579'EASTERLY ON THE STATE PARK ROAD FOR 7.35 MILES TO THE END OF
 AS0579'PAVEMENT.  CONTINUE EASTERLY USING A 4-WHEEL DRIVE VEHICLE FOR 1.25
 AS0579'MILES TO THE MARK.  THE MARK IS ATOP A SAND DUNE ABOUT 400 FEET SOUTH
 AS0579'SOUTHWEST OF THE EAST END OF THE ISLAND.  THE MARK BEARS 300 FEET
 AS0579'WEST OF THE EAST SHORELINE, AND 44.6 FEET NORTH OF 49 80 834.
 AS0579'THE MARK IS 1.0 FT  E FROM A WITNESS POST.
 AS0579
 AS0579                          STATION RECOVERY (2019)
 AS0579
 AS0579'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (RMK)
 AS0579'RECOVERED IN GOOD CONDITION.
 AS0579'
 AS0579'NOTE-NOT LEVELED TO THIS DATE DUE TO POOR STABILITY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0580 ***********************************************************************
 AS0580  DESIGNATION -  49 80 C01
 AS0580  PID         -  AS0580
 AS0580  STATE/COUNTY-  FL/FRANKLIN
 AS0580  COUNTRY     -  US
 AS0580  USGS QUAD   -  CARRABELLE (2018)
 AS0580
 AS0580                         *CURRENT SURVEY CONTROL
 AS0580  ______________________________________________________________________
 AS0580* NAD 83(1986) POSITION- 29 47 04.     (N) 084 40 22.     (W)   SCALED
 AS0580* NAVD 88 ORTHO HEIGHT -     1.877 (meters)        6.16  (feet) ADJUSTED
 AS0580  ______________________________________________________________________
 AS0580  GEOID HEIGHT    -        -27.163 (meters)                     GEOID18
 AS0580  DYNAMIC HEIGHT  -          1.874 (meters)        6.15  (feet) COMP
 AS0580  MODELED GRAVITY -    979,315.4   (mgal)                       NAVD 88
 AS0580
 AS0580  VERT ORDER      -  SECOND    CLASS I
 AS0580
 AS0580.The horizontal coordinates were scaled from a map and have
 AS0580.an estimated accuracy of +/- 6 seconds.
 AS0580
 AS0580.The orthometric height was determined by differential leveling and
 AS0580.adjusted by the NATIONAL GEODETIC SURVEY
 AS0580.in June 1991.
 AS0580
 AS0580.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0580.GEOID18 height accuracy estimate available here.
 AS0580
 AS0580.Click photographs - Photos may exist for this station.
 AS0580
 AS0580.The dynamic height is computed by dividing the NAVD 88
 AS0580.geopotential number by the normal gravity value computed on the
 AS0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0580.degrees latitude (g = 980.6199 gals.).
 AS0580
 AS0580.The modeled gravity was interpolated from observed gravity values.
 AS0580
 AS0580;                    North         East    Units  Estimated Accuracy
 AS0580;SPC FL N     -    86,970.      583,290.      MT  (+/- 180 meters Scaled)
 AS0580
 AS0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT249971(NAD 83)
 AS0580
 AS0580                          SUPERSEDED SURVEY CONTROL
 AS0580
 AS0580.No superseded survey control is available for this station.
 AS0580
 AS0580_MARKER: DB = BENCH MARK DISK
 AS0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0580_STAMPING: 49 80 C01
 AS0580_MARK LOGO: FLDNR
 AS0580_PROJECTION: RECESSED 13 CENTIMETERS
 AS0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0580+STABILITY: SURFACE MOTION
 AS0580
 AS0580  HISTORY     - Date     Condition        Report By
 AS0580  HISTORY     - 1980     MONUMENTED       FLDT
 AS0580  HISTORY     - 1987     GOOD             FLDNR
 AS0580  HISTORY     - 19980520 GOOD             USPSQD
 AS0580
 AS0580                          STATION DESCRIPTION
 AS0580
 AS0580'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0580'4.5 MI SSW FROM CARRABELLE.
 AS0580'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0580'ALONG A SAND ROAD TO THE INTERSECTION OF A EAST-WEST SAND ROAD, GO
 AS0580'5.90 MILES SOUTHWEST ALONG THE SAND ROAD AND BAY SIDE BEACH TO THE
 AS0580'MARK.  THE MARK IS LOCATED AT THE WESTERN END OF DOG ISLAND.  THE
 AS0580'MARK IS ON THE EAST SIDE OF A NORTH-SOUTH GRASS COVERED DUNE.  THE
 AS0580'MARK BEARS ABOUT 300 FEET EAST OF THE WEST END OF THE ISLAND, 10 FEET
 AS0580'EAST OF THE TOP OF THE DUNE LINE, 37.6 FEET NORTH-NORTHWEST OF 49 80
 AS0580'C01 REF MK 2, AND 33.0 33.0 FEET SOUTHWEST OF 49 80 C01 REF MK 1.
 AS0580'THE MARK IS 4.5 FT  W FROM A WITNESS POST.
 AS0580
 AS0580                          STATION RECOVERY (1998)
 AS0580
 AS0580'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0580'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0581 ***********************************************************************
 AS0581  DESIGNATION -  49 80 C01 RM 1
 AS0581  PID         -  AS0581
 AS0581  STATE/COUNTY-  FL/FRANKLIN
 AS0581  COUNTRY     -  US
 AS0581  USGS QUAD   -  CARRABELLE (2018)
 AS0581
 AS0581                         *CURRENT SURVEY CONTROL
 AS0581  ______________________________________________________________________
 AS0581* NAD 83(1986) POSITION- 29 47 04.     (N) 084 40 22.     (W)   SCALED
 AS0581* NAVD 88 ORTHO HEIGHT -     1.376 (meters)        4.51  (feet) ADJUSTED
 AS0581  ______________________________________________________________________
 AS0581  GEOID HEIGHT    -        -27.163 (meters)                     GEOID18
 AS0581  DYNAMIC HEIGHT  -          1.374 (meters)        4.51  (feet) COMP
 AS0581  MODELED GRAVITY -    979,315.4   (mgal)                       NAVD 88
 AS0581
 AS0581  VERT ORDER      -  SECOND    CLASS I
 AS0581
 AS0581.The horizontal coordinates were scaled from a map and have
 AS0581.an estimated accuracy of +/- 6 seconds.
 AS0581
 AS0581.The orthometric height was determined by differential leveling and
 AS0581.adjusted by the NATIONAL GEODETIC SURVEY
 AS0581.in June 1991.
 AS0581
 AS0581.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0581.GEOID18 height accuracy estimate available here.
 AS0581
 AS0581.Click photographs - Photos may exist for this station.
 AS0581
 AS0581.The dynamic height is computed by dividing the NAVD 88
 AS0581.geopotential number by the normal gravity value computed on the
 AS0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0581.degrees latitude (g = 980.6199 gals.).
 AS0581
 AS0581.The modeled gravity was interpolated from observed gravity values.
 AS0581
 AS0581;                    North         East    Units  Estimated Accuracy
 AS0581;SPC FL N     -    86,970.      583,290.      MT  (+/- 180 meters Scaled)
 AS0581
 AS0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT249971(NAD 83)
 AS0581
 AS0581                          SUPERSEDED SURVEY CONTROL
 AS0581
 AS0581.No superseded survey control is available for this station.
 AS0581
 AS0581_MARKER: DB = BENCH MARK DISK
 AS0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0581_STAMPING: 49 80 C01 REF MK 1
 AS0581_MARK LOGO: FLDNR
 AS0581_PROJECTION: RECESSED 3 CENTIMETERS
 AS0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0581+STABILITY: SURFACE MOTION
 AS0581
 AS0581  HISTORY     - Date     Condition        Report By
 AS0581  HISTORY     - 1980     MONUMENTED       FLDT
 AS0581  HISTORY     - 1987     GOOD             FLDNR
 AS0581  HISTORY     - 19980520 GOOD             USPSQD
 AS0581
 AS0581                          STATION DESCRIPTION
 AS0581
 AS0581'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0581'4.5 MI SSW FROM CARRABELLE.
 AS0581'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0581'ALONG A SAND ROAD TO THE INTERSECTION OF A EAST-WEST SAND ROAD, GO
 AS0581'5.90 MILES SOUTHWEST ALONG THE SAND ROAD AND BAY SIDE BEACH TO THE
 AS0581'MARK.  THE MARK IS LOCATED AT THE WESTERN END OF DOG ISLAND.  THE
 AS0581'MARK IS ON THE EAST SIDE OF A NORTH-SOUTH GRASS COVERED DUNE.  THE
 AS0581'MARK BEARS ABOUT 300 FEET EAST OF THE WEST END OF THE ISLAND, 32 FEET
 AS0581'EAST OF THE TOP OF THE DUNE LINE, 33.0 FEET NORTHEAST OF 49 80 C01,
 AS0581'AND 65.9 FEET NORTH-NORTHEAST OF 49 80 C01 REF MK 2.
 AS0581'THE MARK IS 1.0 FT  SW FROM A WITNESS POST.
 AS0581
 AS0581                          STATION RECOVERY (1998)
 AS0581
 AS0581'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0581'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0582 ***********************************************************************
 AS0582  DESIGNATION -  49 80 C01 RM 2
 AS0582  PID         -  AS0582
 AS0582  STATE/COUNTY-  FL/FRANKLIN
 AS0582  COUNTRY     -  US
 AS0582  USGS QUAD   -  CARRABELLE (2018)
 AS0582
 AS0582                         *CURRENT SURVEY CONTROL
 AS0582  ______________________________________________________________________
 AS0582* NAD 83(1986) POSITION- 29 47 04.     (N) 084 40 22.     (W)   SCALED
 AS0582* NAVD 88 ORTHO HEIGHT -     2.030 (meters)        6.66  (feet) ADJUSTED
 AS0582  ______________________________________________________________________
 AS0582  GEOID HEIGHT    -        -27.163 (meters)                     GEOID18
 AS0582  DYNAMIC HEIGHT  -          2.027 (meters)        6.65  (feet) COMP
 AS0582  MODELED GRAVITY -    979,315.4   (mgal)                       NAVD 88
 AS0582
 AS0582  VERT ORDER      -  SECOND    CLASS I
 AS0582
 AS0582.The horizontal coordinates were scaled from a map and have
 AS0582.an estimated accuracy of +/- 6 seconds.
 AS0582
 AS0582.The orthometric height was determined by differential leveling and
 AS0582.adjusted by the NATIONAL GEODETIC SURVEY
 AS0582.in June 1991.
 AS0582
 AS0582.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0582.GEOID18 height accuracy estimate available here.
 AS0582
 AS0582.Click photographs - Photos may exist for this station.
 AS0582
 AS0582.The dynamic height is computed by dividing the NAVD 88
 AS0582.geopotential number by the normal gravity value computed on the
 AS0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0582.degrees latitude (g = 980.6199 gals.).
 AS0582
 AS0582.The modeled gravity was interpolated from observed gravity values.
 AS0582
 AS0582;                    North         East    Units  Estimated Accuracy
 AS0582;SPC FL N     -    86,970.      583,290.      MT  (+/- 180 meters Scaled)
 AS0582
 AS0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT249971(NAD 83)
 AS0582
 AS0582                          SUPERSEDED SURVEY CONTROL
 AS0582
 AS0582.No superseded survey control is available for this station.
 AS0582
 AS0582_MARKER: DB = BENCH MARK DISK
 AS0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0582_STAMPING: 49 80 C01 REF MK 2
 AS0582_MARK LOGO: FLDNR
 AS0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0582+STABILITY: SURFACE MOTION
 AS0582
 AS0582  HISTORY     - Date     Condition        Report By
 AS0582  HISTORY     - 1980     MONUMENTED       FLDT
 AS0582  HISTORY     - 1987     GOOD             FLDNR
 AS0582  HISTORY     - 19980520 GOOD             USPSQD
 AS0582
 AS0582                          STATION DESCRIPTION
 AS0582
 AS0582'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0582'4.5 MI SSW FROM CARRABELLE.
 AS0582'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0582'ALONG A SAND ROAD TO THE INTERSECTION OF A EAST-WEST SAND ROAD, GO
 AS0582'5.90 MILES SOUTHWEST ALONG THE SAND ROAD AND BAY SIDE BEACH TO THE
 AS0582'MARK.  THE MARK IS LOCATED AT THE WESTERN END OF DOG ISLAND.  THE
 AS0582'MARK IS ON THE EAST SIDE OF A NORTH-SOUTH GRASS COVERED DUNE.  THE
 AS0582'MARK BEARS ABOUT 300 FEET EAST OF THE WEST END OF THE ISLAND, 16 FEET
 AS0582'EAST OF THE TOP OF THE DUNE LINE, 37.6 FEET NORTH-NORTHWEST OF 49 80
 AS0582'C01 AND 65.9 FEET SOUTH-SOUTHWEST OF 49 80 C01 REF MK 1.
 AS0582
 AS0582                          STATION RECOVERY (1998)
 AS0582
 AS0582'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0582'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0590 ***********************************************************************
 AS0590  DESIGNATION -  49 80 C04
 AS0590  PID         -  AS0590
 AS0590  STATE/COUNTY-  FL/FRANKLIN
 AS0590  COUNTRY     -  US
 AS0590  USGS QUAD   -  CARRABELLE (2018)
 AS0590
 AS0590                         *CURRENT SURVEY CONTROL
 AS0590  ______________________________________________________________________
 AS0590* NAD 83(1986) POSITION- 29 46 58.     (N) 084 38 40.     (W)   SCALED
 AS0590* NAVD 88 ORTHO HEIGHT -     2.547 (meters)        8.36  (feet) ADJUSTED
 AS0590  ______________________________________________________________________
 AS0590  GEOID HEIGHT    -        -27.164 (meters)                     GEOID18
 AS0590  DYNAMIC HEIGHT  -          2.544 (meters)        8.35  (feet) COMP
 AS0590  MODELED GRAVITY -    979,314.6   (mgal)                       NAVD 88
 AS0590
 AS0590  VERT ORDER      -  SECOND    CLASS I
 AS0590
 AS0590.The horizontal coordinates were scaled from a map and have
 AS0590.an estimated accuracy of +/- 6 seconds.
 AS0590
 AS0590.The orthometric height was determined by differential leveling and
 AS0590.adjusted by the NATIONAL GEODETIC SURVEY
 AS0590.in June 1991.
 AS0590
 AS0590.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0590.GEOID18 height accuracy estimate available here.
 AS0590
 AS0590.Click photographs - Photos may exist for this station.
 AS0590
 AS0590.The dynamic height is computed by dividing the NAVD 88
 AS0590.geopotential number by the normal gravity value computed on the
 AS0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0590.degrees latitude (g = 980.6199 gals.).
 AS0590
 AS0590.The modeled gravity was interpolated from observed gravity values.
 AS0590
 AS0590;                    North         East    Units  Estimated Accuracy
 AS0590;SPC FL N     -    86,780.      586,030.      MT  (+/- 180 meters Scaled)
 AS0590
 AS0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT277970(NAD 83)
 AS0590
 AS0590                          SUPERSEDED SURVEY CONTROL
 AS0590
 AS0590.No superseded survey control is available for this station.
 AS0590
 AS0590_MARKER: DB = BENCH MARK DISK
 AS0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0590_STAMPING: 49 80 C04
 AS0590_MARK LOGO: FLDNR
 AS0590_PROJECTION: RECESSED 5 CENTIMETERS
 AS0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0590+STABILITY: SURFACE MOTION
 AS0590
 AS0590  HISTORY     - Date     Condition        Report By
 AS0590  HISTORY     - 1980     MONUMENTED       FLDT
 AS0590  HISTORY     - 1987     GOOD             FLDNR
 AS0590  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0590
 AS0590                          STATION DESCRIPTION
 AS0590
 AS0590'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0590'4.75 MI SSE FROM CARRABELLE.
 AS0590'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0590'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0590'4.15 MILES SOUTHWEST ALONG THE SAND ROAD TO THE MARK.  THE MARK IS
 AS0590'SET ATOP A SMALL DUNE.  THE DUNE IS SURROUNDED BY PALMETTOS AND SCRUB
 AS0590'OAKS.  THE MARK BEARS 165 FEET EAST OF THE CENTERLINE OF THE SAND
 AS0590'ROAD, 134.8 FEET SOUTHEAST OF POWER POLE NUMBER 5-4470, 7 FEET WEST
 AS0590'OF THE WEST EDGE OF A PALMETTO CLUMP, 8 FEET NORTHEAST OF THE NORTH
 AS0590'EDGE OF A SCRUB OAK CLUMP, 42.7 FEET NORTHEAST OF 49 80 C04 REF MK 1,
 AS0590'AND 48.8 FEET SOUTHEAST OF 49 80 C04 REF MK 2.
 AS0590'THE MARK IS 4.0 FT  SE FROM A WITNESS POST.
 AS0590
 AS0590                          STATION RECOVERY (1998)
 AS0590
 AS0590'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0590'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0591 ***********************************************************************
 AS0591  DESIGNATION -  49 80 C06
 AS0591  PID         -  AS0591
 AS0591  STATE/COUNTY-  FL/FRANKLIN
 AS0591  COUNTRY     -  US
 AS0591  USGS QUAD   -  DOG ISLAND (2018)
 AS0591
 AS0591                         *CURRENT SURVEY CONTROL
 AS0591  ______________________________________________________________________
 AS0591* NAD 83(1986) POSITION- 29 47 23.     (N) 084 37 23.     (W)   SCALED
 AS0591* NAVD 88 ORTHO HEIGHT -     2.642 (meters)        8.67  (feet) ADJUSTED
 AS0591  ______________________________________________________________________
 AS0591  GEOID HEIGHT    -        -27.172 (meters)                     GEOID18
 AS0591  DYNAMIC HEIGHT  -          2.639 (meters)        8.66  (feet) COMP
 AS0591  MODELED GRAVITY -    979,314.6   (mgal)                       NAVD 88
 AS0591
 AS0591  VERT ORDER      -  SECOND    CLASS I
 AS0591
 AS0591.The horizontal coordinates were scaled from a map and have
 AS0591.an estimated accuracy of +/- 6 seconds.
 AS0591
 AS0591.The orthometric height was determined by differential leveling and
 AS0591.adjusted by the NATIONAL GEODETIC SURVEY
 AS0591.in June 1991.
 AS0591
 AS0591.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0591.GEOID18 height accuracy estimate available here.
 AS0591
 AS0591.Click photographs - Photos may exist for this station.
 AS0591
 AS0591.The dynamic height is computed by dividing the NAVD 88
 AS0591.geopotential number by the normal gravity value computed on the
 AS0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0591.degrees latitude (g = 980.6199 gals.).
 AS0591
 AS0591.The modeled gravity was interpolated from observed gravity values.
 AS0591
 AS0591;                    North         East    Units  Estimated Accuracy
 AS0591;SPC FL N     -    87,550.      588,100.      MT  (+/- 180 meters Scaled)
 AS0591
 AS0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT297978(NAD 83)
 AS0591
 AS0591                          SUPERSEDED SURVEY CONTROL
 AS0591
 AS0591.No superseded survey control is available for this station.
 AS0591
 AS0591_MARKER: DB = BENCH MARK DISK
 AS0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0591_STAMPING: 49 80 C06
 AS0591_MARK LOGO: FLDNR
 AS0591_PROJECTION: RECESSED 8 CENTIMETERS
 AS0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0591+STABILITY: SURFACE MOTION
 AS0591
 AS0591  HISTORY     - Date     Condition        Report By
 AS0591  HISTORY     - 1980     MONUMENTED       FLDT
 AS0591  HISTORY     - 1987     GOOD             FLDNR
 AS0591  HISTORY     - 19980520 GOOD             USPSQD
 AS0591
 AS0591                          STATION DESCRIPTION
 AS0591
 AS0591'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0591'4.75 MI SE FROM CARRABELLE.
 AS0591'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0591'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0591'2.7 MILES SOUTHWEST ALONG THE SAND ROAD TO THE MARK.  THE MARK IS
 AS0591'LOCATED ATOP A LARGE, FLAT BRUSH COVERED DUNE.  THE MARK BEARS 36.5
 AS0591'FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 4 FEET EAST OF THE
 AS0591'BRUSH LINE, 8 FEET WEST OF THE EAST EDGE OF THE DUNE, 41.4 FEET
 AS0591'SOUTHWEST OF 49 80 C06 REF MK 1 AND 34.9 FEET NORTH OF 49 80 C06 REF
 AS0591'MK 2.
 AS0591'THE MARK IS 5.0 FT  SE FROM A WITNESS POST.
 AS0591
 AS0591                          STATION RECOVERY (1998)
 AS0591
 AS0591'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0591'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0592 ***********************************************************************
 AS0592  DESIGNATION -  49 80 C09
 AS0592  PID         -  AS0592
 AS0592  STATE/COUNTY-  FL/FRANKLIN
 AS0592  COUNTRY     -  US
 AS0592  USGS QUAD   -  DOG ISLAND (2018)
 AS0592
 AS0592                         *CURRENT SURVEY CONTROL
 AS0592  ______________________________________________________________________
 AS0592* NAD 83(1986) POSITION- 29 47 50.     (N) 084 36 24.     (W)   SCALED
 AS0592* NAVD 88 ORTHO HEIGHT -     5.951 (meters)       19.52  (feet) ADJUSTED
 AS0592  ______________________________________________________________________
 AS0592  GEOID HEIGHT    -        -27.179 (meters)                     GEOID18
 AS0592  DYNAMIC HEIGHT  -          5.943 (meters)       19.50  (feet) COMP
 AS0592  MODELED GRAVITY -    979,314.8   (mgal)                       NAVD 88
 AS0592
 AS0592  VERT ORDER      -  SECOND    CLASS I
 AS0592
 AS0592.The horizontal coordinates were scaled from a map and have
 AS0592.an estimated accuracy of +/- 6 seconds.
 AS0592
 AS0592.The orthometric height was determined by differential leveling and
 AS0592.adjusted by the NATIONAL GEODETIC SURVEY
 AS0592.in June 1991.
 AS0592
 AS0592.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0592.GEOID18 height accuracy estimate available here.
 AS0592
 AS0592.Click photographs - Photos may exist for this station.
 AS0592
 AS0592.The dynamic height is computed by dividing the NAVD 88
 AS0592.geopotential number by the normal gravity value computed on the
 AS0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0592.degrees latitude (g = 980.6199 gals.).
 AS0592
 AS0592.The modeled gravity was interpolated from observed gravity values.
 AS0592
 AS0592;                    North         East    Units  Estimated Accuracy
 AS0592;SPC FL N     -    88,380.      589,690.      MT  (+/- 180 meters Scaled)
 AS0592
 AS0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT313987(NAD 83)
 AS0592
 AS0592                          SUPERSEDED SURVEY CONTROL
 AS0592
 AS0592.No superseded survey control is available for this station.
 AS0592
 AS0592_MARKER: DB = BENCH MARK DISK
 AS0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0592_STAMPING: 49 80 C09
 AS0592_MARK LOGO: FLDNR
 AS0592_PROJECTION: RECESSED 15 CENTIMETERS
 AS0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0592+STABILITY: SURFACE MOTION
 AS0592
 AS0592  HISTORY     - Date     Condition        Report By
 AS0592  HISTORY     - 1980     MONUMENTED       FLDT
 AS0592  HISTORY     - 1987     GOOD             FLDNR
 AS0592  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0592
 AS0592                          STATION DESCRIPTION
 AS0592
 AS0592'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0592'5.0 MI SE FROM CARRABELLE.
 AS0592'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0592'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0592'1.6 MILES SOUTHWEST ALONG THE SAND ROAD TO THE MARK.  THE MARK IS
 AS0592'LOCATED ATOP A HIGH SAND DUNE THAT IS MIDWAY BETWEEN TWO HOUSES THAT
 AS0592'ARE ABOUT 1200 FEET APART.  THE MARK BEARS ABOUT 244 FEET SOUTH-
 AS0592'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 31 FEET NORTH OF THE SOUTH
 AS0592'EDGE OF A SAND DUNE, 23 FEET EAST OF THE WEST EDGE OF THE SAND DUNE,
 AS0592'250 FEET SOUTHEAST OF A POWER POLE, 28.1 FEET SOUTHEAST OF 49 80 C09
 AS0592'REF MK2, 44.8 FEET WEST OF 49 80 C09 REF MK 1 AND 1872.1 FEET
 AS0592'SOUTHWEST OF 49 80 C10.
 AS0592'THE MARK IS 5.6 FT  NNW FROM A WITNESS POST.
 AS0592
 AS0592                          STATION RECOVERY (1998)
 AS0592
 AS0592'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0592'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0593 ***********************************************************************
 AS0593  DESIGNATION -  49 80 C10
 AS0593  PID         -  AS0593
 AS0593  STATE/COUNTY-  FL/FRANKLIN
 AS0593  COUNTRY     -  US
 AS0593  USGS QUAD   -  DOG ISLAND (2018)
 AS0593
 AS0593                         *CURRENT SURVEY CONTROL
 AS0593  ______________________________________________________________________
 AS0593* NAD 83(1986) POSITION- 29 47 57.     (N) 084 36 14.     (W)   SCALED
 AS0593* NAVD 88 ORTHO HEIGHT -     2.355 (meters)        7.73  (feet) ADJUSTED
 AS0593  ______________________________________________________________________
 AS0593  GEOID HEIGHT    -        -27.180 (meters)                     GEOID18
 AS0593  DYNAMIC HEIGHT  -          2.351 (meters)        7.71  (feet) COMP
 AS0593  MODELED GRAVITY -    979,314.9   (mgal)                       NAVD 88
 AS0593
 AS0593  VERT ORDER      -  SECOND    CLASS I
 AS0593
 AS0593.The horizontal coordinates were scaled from a map and have
 AS0593.an estimated accuracy of +/- 6 seconds.
 AS0593
 AS0593.The orthometric height was determined by differential leveling and
 AS0593.adjusted by the NATIONAL GEODETIC SURVEY
 AS0593.in June 1991.
 AS0593
 AS0593.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0593.GEOID18 height accuracy estimate available here.
 AS0593
 AS0593.Click photographs - Photos may exist for this station.
 AS0593
 AS0593.The dynamic height is computed by dividing the NAVD 88
 AS0593.geopotential number by the normal gravity value computed on the
 AS0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0593.degrees latitude (g = 980.6199 gals.).
 AS0593
 AS0593.The modeled gravity was interpolated from observed gravity values.
 AS0593
 AS0593;                    North         East    Units  Estimated Accuracy
 AS0593;SPC FL N     -    88,590.      589,960.      MT  (+/- 180 meters Scaled)
 AS0593
 AS0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT315989(NAD 83)
 AS0593
 AS0593                          SUPERSEDED SURVEY CONTROL
 AS0593
 AS0593.No superseded survey control is available for this station.
 AS0593
 AS0593_MARKER: DB = BENCH MARK DISK
 AS0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0593_STAMPING: 49 80 C10
 AS0593_MARK LOGO: FLDNR
 AS0593_PROJECTION: RECESSED 8 CENTIMETERS
 AS0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0593+STABILITY: SURFACE MOTION
 AS0593
 AS0593  HISTORY     - Date     Condition        Report By
 AS0593  HISTORY     - 1980     MONUMENTED       FLDT
 AS0593  HISTORY     - 1987     GOOD             FLDNR
 AS0593  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0593
 AS0593                          STATION DESCRIPTION
 AS0593
 AS0593'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0593'5.0 MI SE FROM CARRABELLE.
 AS0593'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0593'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0593'1.35 MILES SOUTHWEST ALONG THE SAND ROAD TO THE MARK.  THE MARK IS
 AS0593'LOCATED EAST OF A CURVE IN THE ROAD.  THE MARK BEARS 11.5 FEET
 AS0593'NORTHWEST OF THE CENTERLINE OF THE ROAD, 63.0 FEET NORTHWEST OF A
 AS0593'POWER POLE, 60.7 FEET WEST OF 49 80 C10 REF MK 1, 44.3 FEET NORTH OF
 AS0593'49 80 C10 REF MK 2, AND 1872.1 FEET NORTHEAST OF 49 80 C09.
 AS0593'THE MARK IS 6.2 FT  SE FROM A WITNESS POST.
 AS0593
 AS0593                          STATION RECOVERY (1998)
 AS0593
 AS0593'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0593'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0594 ***********************************************************************
 AS0594  DESIGNATION -  49 80 C11
 AS0594  PID         -  AS0594
 AS0594  STATE/COUNTY-  FL/FRANKLIN
 AS0594  COUNTRY     -  US
 AS0594  USGS QUAD   -  DOG ISLAND (2018)
 AS0594
 AS0594                         *CURRENT SURVEY CONTROL
 AS0594  ______________________________________________________________________
 AS0594* NAD 83(1986) POSITION- 29 48 07.     (N) 084 35 48.     (W)   SCALED
 AS0594* NAVD 88 ORTHO HEIGHT -     3.619 (meters)       11.87  (feet) ADJUSTED
 AS0594  ______________________________________________________________________
 AS0594  GEOID HEIGHT    -        -27.182 (meters)                     GEOID18
 AS0594  DYNAMIC HEIGHT  -          3.614 (meters)       11.86  (feet) COMP
 AS0594  MODELED GRAVITY -    979,315.0   (mgal)                       NAVD 88
 AS0594
 AS0594  VERT ORDER      -  SECOND    CLASS I
 AS0594
 AS0594.The horizontal coordinates were scaled from a map and have
 AS0594.an estimated accuracy of +/- 6 seconds.
 AS0594
 AS0594.The orthometric height was determined by differential leveling and
 AS0594.adjusted by the NATIONAL GEODETIC SURVEY
 AS0594.in June 1991.
 AS0594
 AS0594.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0594.GEOID18 height accuracy estimate available here.
 AS0594
 AS0594.Click photographs - Photos may exist for this station.
 AS0594
 AS0594.The dynamic height is computed by dividing the NAVD 88
 AS0594.geopotential number by the normal gravity value computed on the
 AS0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0594.degrees latitude (g = 980.6199 gals.).
 AS0594
 AS0594.The modeled gravity was interpolated from observed gravity values.
 AS0594
 AS0594;                    North         East    Units  Estimated Accuracy
 AS0594;SPC FL N     -    88,900.      590,660.      MT  (+/- 180 meters Scaled)
 AS0594
 AS0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT322992(NAD 83)
 AS0594
 AS0594                          SUPERSEDED SURVEY CONTROL
 AS0594
 AS0594.No superseded survey control is available for this station.
 AS0594
 AS0594_MARKER: DB = BENCH MARK DISK
 AS0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0594_STAMPING: 49 80 C11
 AS0594_MARK LOGO: FLDNR
 AS0594_PROJECTION: RECESSED 10 CENTIMETERS
 AS0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0594+STABILITY: SURFACE MOTION
 AS0594
 AS0594  HISTORY     - Date     Condition        Report By
 AS0594  HISTORY     - 1980     MONUMENTED       FLDT
 AS0594  HISTORY     - 1987     GOOD             FLDNR
 AS0594  HISTORY     - 19980520 GOOD             USPSQD
 AS0594
 AS0594                          STATION DESCRIPTION
 AS0594
 AS0594'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0594'5.25 MI SE FROM CARRABELLE.
 AS0594'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0594'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0594'0.9 MILE SOUTHWEST ALONG THE SAND ROAD TO THE MARK.  THE MARK IS
 AS0594'LOCATED NEAR BALLYLEE DRIVE.  THE MARK BEARS 10.0 FEET SOUTHEAST OF
 AS0594'THE CENTERLINE OF THE SAND ROAD, 60.3 FEET NORTHEAST OF THE
 AS0594'CENTERLINE OF THE DRIVE, 81.0 FEET NORTHWEST OF POWER POLE NUMBER
 AS0594'58X2376R, 45.9 FEET SOUTH OF 49 80 C11 REF MK 1 39.8 FEET SOUTHEAST
 AS0594'OF 49 80 C11 REF MK 2, AND 2488.0 FEET NORTHEAST OF 49 80 C10.
 AS0594'THE MARK IS 5.7 FT  NW FROM A WITNESS POST.
 AS0594
 AS0594                          STATION RECOVERY (1998)
 AS0594
 AS0594'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0594'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0595 ***********************************************************************
 AS0595  DESIGNATION -  49 80 C12
 AS0595  PID         -  AS0595
 AS0595  STATE/COUNTY-  FL/FRANKLIN
 AS0595  COUNTRY     -  US
 AS0595  USGS QUAD   -  DOG ISLAND (2018)
 AS0595
 AS0595                         *CURRENT SURVEY CONTROL
 AS0595  ______________________________________________________________________
 AS0595* NAD 83(1986) POSITION- 29 48 18.     (N) 084 35 22.     (W)   SCALED
 AS0595* NAVD 88 ORTHO HEIGHT -     2.039 (meters)        6.69  (feet) ADJUSTED
 AS0595  ______________________________________________________________________
 AS0595  GEOID HEIGHT    -        -27.184 (meters)                     GEOID18
 AS0595  DYNAMIC HEIGHT  -          2.036 (meters)        6.68  (feet) COMP
 AS0595  MODELED GRAVITY -    979,315.1   (mgal)                       NAVD 88
 AS0595
 AS0595  VERT ORDER      -  SECOND    CLASS I
 AS0595
 AS0595.The horizontal coordinates were scaled from a map and have
 AS0595.an estimated accuracy of +/- 6 seconds.
 AS0595
 AS0595.The orthometric height was determined by differential leveling and
 AS0595.adjusted by the NATIONAL GEODETIC SURVEY
 AS0595.in June 1991.
 AS0595
 AS0595.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0595.GEOID18 height accuracy estimate available here.
 AS0595
 AS0595.Click photographs - Photos may exist for this station.
 AS0595
 AS0595.The dynamic height is computed by dividing the NAVD 88
 AS0595.geopotential number by the normal gravity value computed on the
 AS0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0595.degrees latitude (g = 980.6199 gals.).
 AS0595
 AS0595.The modeled gravity was interpolated from observed gravity values.
 AS0595
 AS0595;                    North         East    Units  Estimated Accuracy
 AS0595;SPC FL N     -    89,240.      591,350.      MT  (+/- 180 meters Scaled)
 AS0595
 AS0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT329996(NAD 83)
 AS0595
 AS0595                          SUPERSEDED SURVEY CONTROL
 AS0595
 AS0595.No superseded survey control is available for this station.
 AS0595
 AS0595_MARKER: DB = BENCH MARK DISK
 AS0595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0595_STAMPING: 49 80 C12
 AS0595_MARK LOGO: FLDNR
 AS0595_PROJECTION: RECESSED 13 CENTIMETERS
 AS0595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0595+STABILITY: SURFACE MOTION
 AS0595
 AS0595  HISTORY     - Date     Condition        Report By
 AS0595  HISTORY     - 1980     MONUMENTED       FLDT
 AS0595  HISTORY     - 1987     GOOD             FLDNR
 AS0595  HISTORY     - 19980520 GOOD             USPSQD
 AS0595
 AS0595                          STATION DESCRIPTION
 AS0595
 AS0595'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0595'5.5 MI SE FROM CARRABELLE.
 AS0595'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0595'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD GO
 AS0595'0.4 MILE SOUTHWEST ALONG THE SAND ROAD TO THE MARK.  THE MARK BEARS
 AS0595'0.2 MILE SOUTHWEST OF THE NORTH-SOUTH AIRPORT RUNWAY, 12.0 FEET
 AS0595'NORTH-NORTHWEST OF THE CENTERLINE OF THE SAND ROAD, 331.0 FEET
 AS0595'SOUTH-SOUTHEAST OF A 12 INCH PINE TREE, 99.0 FEET NORTHWEST OF POWER
 AS0595'POLE NUMBER 58X2365R, 120 FEET WEST-SOUTHWEST OF THE CENTER OF A ROAD
 AS0595'FORK, 34.5 FEET NORTHWEST OF 49 80 C12 REF MK 1 36.8 FEET NORTH OF 49
 AS0595'80 C12 REF MK 2, AND 2619.3 FEET NORTHEAST OF 49 80 C11.
 AS0595'THE MARK IS 6.0 FT  SSE FROM A WITNESS POST.
 AS0595
 AS0595                          STATION RECOVERY (1998)
 AS0595
 AS0595'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0595'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0601 ***********************************************************************
 AS0601  DESIGNATION -  49 80 C13
 AS0601  PID         -  AS0601
 AS0601  STATE/COUNTY-  FL/FRANKLIN
 AS0601  COUNTRY     -  US
 AS0601  USGS QUAD   -  DOG ISLAND (2018)
 AS0601
 AS0601                         *CURRENT SURVEY CONTROL
 AS0601  ______________________________________________________________________
 AS0601* NAD 83(1986) POSITION- 29 48 25.     (N) 084 34 57.     (W)   SCALED
 AS0601* NAVD 88 ORTHO HEIGHT -     4.327 (meters)       14.20  (feet) ADJUSTED
 AS0601  ______________________________________________________________________
 AS0601  GEOID HEIGHT    -        -27.186 (meters)                     GEOID18
 AS0601  DYNAMIC HEIGHT  -          4.321 (meters)       14.18  (feet) COMP
 AS0601  MODELED GRAVITY -    979,315.2   (mgal)                       NAVD 88
 AS0601
 AS0601  VERT ORDER      -  SECOND    CLASS I
 AS0601
 AS0601.The horizontal coordinates were scaled from a map and have
 AS0601.an estimated accuracy of +/- 6 seconds.
 AS0601
 AS0601.The orthometric height was determined by differential leveling and
 AS0601.adjusted by the NATIONAL GEODETIC SURVEY
 AS0601.in June 1991.
 AS0601
 AS0601.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0601.GEOID18 height accuracy estimate available here.
 AS0601
 AS0601.Click photographs - Photos may exist for this station.
 AS0601
 AS0601.The dynamic height is computed by dividing the NAVD 88
 AS0601.geopotential number by the normal gravity value computed on the
 AS0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0601.degrees latitude (g = 980.6199 gals.).
 AS0601
 AS0601.The modeled gravity was interpolated from observed gravity values.
 AS0601
 AS0601;                    North         East    Units  Estimated Accuracy
 AS0601;SPC FL N     -    89,450.      592,030.      MT  (+/- 180 meters Scaled)
 AS0601
 AS0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGT336998(NAD 83)
 AS0601
 AS0601                          SUPERSEDED SURVEY CONTROL
 AS0601
 AS0601.No superseded survey control is available for this station.
 AS0601
 AS0601_MARKER: DB = BENCH MARK DISK
 AS0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0601_STAMPING: 49 80 C13
 AS0601_MARK LOGO: FLDNR
 AS0601_PROJECTION: RECESSED 15 CENTIMETERS
 AS0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0601+STABILITY: SURFACE MOTION
 AS0601
 AS0601  HISTORY     - Date     Condition        Report By
 AS0601  HISTORY     - 1980     MONUMENTED       FLDT
 AS0601  HISTORY     - 1987     GOOD             FLDNR
 AS0601  HISTORY     - 19980520 GOOD             USPSQD
 AS0601
 AS0601                          STATION DESCRIPTION
 AS0601
 AS0601'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0601'5.5 MI SE FROM CARRABELLE.
 AS0601'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0601'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0601'0.05 MILE NORTHEAST ALONG THE SAND ROAD TO THE MARK.  THE MARK IS SET
 AS0601'ATOP A SMALL NORTH-SOUTH SAND DUNE.  71.0 FEET SOUTH-SOUTHEAST OF THE
 AS0601'CENTERLINE OF THE SAND ROAD, 55.2 FEET EAST-NORTHEAST OF THE
 AS0601'NORTHEAST CORNER OF A MOTEL, 4 FEET EAST OF THE WEST EDGE OF THE SAND
 AS0601'DUNE, 13 FEET WEST OF THE EAST EDGE, 44.2 FEET SOUTHEAST OF 49 80 C
 AS0601'13 REF MK 1, 86.5 FEET NORTH-NORTHEAST OF R 183 FRANKLIN CO 74 AND
 AS0601'2386.3 FEET EAST-NORTHEST OF 49 80 C12.
 AS0601'THE MARK IS 4.0 FT  NNW FROM A WITNESS POST.
 AS0601
 AS0601                          STATION RECOVERY (1998)
 AS0601
 AS0601'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0601'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0602 ***********************************************************************
 AS0602  DESIGNATION -  49 80 C14
 AS0602  PID         -  AS0602
 AS0602  STATE/COUNTY-  FL/FRANKLIN
 AS0602  COUNTRY     -  US
 AS0602  USGS QUAD   -  DOG ISLAND (2018)
 AS0602
 AS0602                         *CURRENT SURVEY CONTROL
 AS0602  ______________________________________________________________________
 AS0602* NAD 83(1986) POSITION- 29 48 38.     (N) 084 34 37.     (W)   SCALED
 AS0602* NAVD 88 ORTHO HEIGHT -     1.714 (meters)        5.62  (feet) ADJUSTED
 AS0602  ______________________________________________________________________
 AS0602  GEOID HEIGHT    -        -27.188 (meters)                     GEOID18
 AS0602  DYNAMIC HEIGHT  -          1.712 (meters)        5.62  (feet) COMP
 AS0602  MODELED GRAVITY -    979,315.5   (mgal)                       NAVD 88
 AS0602
 AS0602  VERT ORDER      -  SECOND    CLASS I
 AS0602
 AS0602.The horizontal coordinates were scaled from a map and have
 AS0602.an estimated accuracy of +/- 6 seconds.
 AS0602
 AS0602.The orthometric height was determined by differential leveling and
 AS0602.adjusted by the NATIONAL GEODETIC SURVEY
 AS0602.in June 1991.
 AS0602
 AS0602.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0602.GEOID18 height accuracy estimate available here.
 AS0602
 AS0602.Click photographs - Photos may exist for this station.
 AS0602
 AS0602.The dynamic height is computed by dividing the NAVD 88
 AS0602.geopotential number by the normal gravity value computed on the
 AS0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0602.degrees latitude (g = 980.6199 gals.).
 AS0602
 AS0602.The modeled gravity was interpolated from observed gravity values.
 AS0602
 AS0602;                    North         East    Units  Estimated Accuracy
 AS0602;SPC FL N     -    89,850.      592,560.      MT  (+/- 180 meters Scaled)
 AS0602
 AS0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU341002(NAD 83)
 AS0602
 AS0602                          SUPERSEDED SURVEY CONTROL
 AS0602
 AS0602.No superseded survey control is available for this station.
 AS0602
 AS0602_MARKER: DB = BENCH MARK DISK
 AS0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0602_STAMPING: 49 80 C14
 AS0602_MARK LOGO: FLDNR
 AS0602_PROJECTION: RECESSED 8 CENTIMETERS
 AS0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0602+STABILITY: SURFACE MOTION
 AS0602
 AS0602  HISTORY     - Date     Condition        Report By
 AS0602  HISTORY     - 1980     MONUMENTED       FLDT
 AS0602  HISTORY     - 1987     GOOD             FLDNR
 AS0602  HISTORY     - 19980520 GOOD             USPSQD
 AS0602
 AS0602                          STATION DESCRIPTION
 AS0602
 AS0602'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0602'6.0 MI SE FROM CARRABELLE.
 AS0602'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0602'ALONG A SAND ROAD TO THE INTERSECTION OF AN EAST-WEST SAND ROAD, GO
 AS0602'0.5 MILE NORTHEAST ALONG THE SAND ROAD TO THE MARK.  THE MARK BEARS
 AS0602'27.0 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 107.3 FEET
 AS0602'NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE ON POLES, 9.8 FEET WEST-
 AS0602'SOUTHWEST OF POWER POLE NUMBER 58X238R, 46.9 FEET WEST OF 49 80 C14
 AS0602'REF MK 1, 43.8 NORTH-NORTHEAST OF 49 80 C14 REF MK 2, 2158.9 FEET
 AS0602'NORTHEAST OF 49 80 C13.
 AS0602'THE MARK IS 4.5 FT  NW FROM A WITNESS POST.
 AS0602
 AS0602                          STATION RECOVERY (1998)
 AS0602
 AS0602'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0602'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0603 ***********************************************************************
 AS0603  DESIGNATION -  49 80 C15
 AS0603  PID         -  AS0603
 AS0603  STATE/COUNTY-  FL/FRANKLIN
 AS0603  COUNTRY     -  US
 AS0603  USGS QUAD   -  DOG ISLAND (2018)
 AS0603
 AS0603                         *CURRENT SURVEY CONTROL
 AS0603  ______________________________________________________________________
 AS0603* NAD 83(1986) POSITION- 29 49 03.     (N) 084 34 27.     (W)   SCALED
 AS0603* NAVD 88 ORTHO HEIGHT -     3.355 (meters)       11.01  (feet) ADJUSTED
 AS0603  ______________________________________________________________________
 AS0603  GEOID HEIGHT    -        -27.191 (meters)                     GEOID18
 AS0603  DYNAMIC HEIGHT  -          3.351 (meters)       10.99  (feet) COMP
 AS0603  MODELED GRAVITY -    979,316.0   (mgal)                       NAVD 88
 AS0603
 AS0603  VERT ORDER      -  SECOND    CLASS I
 AS0603
 AS0603.The horizontal coordinates were scaled from a map and have
 AS0603.an estimated accuracy of +/- 6 seconds.
 AS0603
 AS0603.The orthometric height was determined by differential leveling and
 AS0603.adjusted by the NATIONAL GEODETIC SURVEY
 AS0603.in June 1991.
 AS0603
 AS0603.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0603.GEOID18 height accuracy estimate available here.
 AS0603
 AS0603.Click photographs - Photos may exist for this station.
 AS0603
 AS0603.The dynamic height is computed by dividing the NAVD 88
 AS0603.geopotential number by the normal gravity value computed on the
 AS0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0603.degrees latitude (g = 980.6199 gals.).
 AS0603
 AS0603.The modeled gravity was interpolated from observed gravity values.
 AS0603
 AS0603;                    North         East    Units  Estimated Accuracy
 AS0603;SPC FL N     -    90,620.      592,830.      MT  (+/- 180 meters Scaled)
 AS0603
 AS0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU344010(NAD 83)
 AS0603
 AS0603                          SUPERSEDED SURVEY CONTROL
 AS0603
 AS0603.No superseded survey control is available for this station.
 AS0603
 AS0603_MARKER: DB = BENCH MARK DISK
 AS0603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0603_STAMPING: 49 80 C15
 AS0603_MARK LOGO: FLDNR
 AS0603_PROJECTION: RECESSED 10 CENTIMETERS
 AS0603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0603+STABILITY: SURFACE MOTION
 AS0603
 AS0603  HISTORY     - Date     Condition        Report By
 AS0603  HISTORY     - 1980     MONUMENTED       FLDT
 AS0603  HISTORY     - 1987     GOOD             FLDNR
 AS0603  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0603
 AS0603                          STATION DESCRIPTION
 AS0603
 AS0603'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0603'6.0 MI ESE FROM CARRABELLE.
 AS0603'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0603'ALONG A SAND ROAD TO THE INTERSECTION OF A EAST-WEST SAND ROAD, GO
 AS0603'1.05 MILES NORTHEAST ALONG THE SAND ROAD TO THE MARK VICINITY.  THE
 AS0603'MARK IS LOCATED ATOP A LINE OF SAND DUNES.  THE SAND DUNE LINE IS
 AS0603'SOUTHEAST AND BEYOND A LINE OF PINE TREES.  THE MARK IS NEAR THE
 AS0603'SOUTHWEST END OF THE DUNES.  THE MARK IS ABOUT MIDWAY BETWEEN THE
 AS0603'SAND ROAD AND THE BEACH.  THE MARK BEARS 7 FEET SOUTHEAST OF THE
 AS0603'NORTHWEST EDGE OF THE SAND DUNE, 74.0 FEET EAST-SOUTHEAST OF A 6 INCH
 AS0603'FORKED PINE TREE, 37.4 FEET SOUTHWEST OF 49 80 C15 REF MK 1, 29.9
 AS0603'FEET FEET NORTHEAST OF 49 80 C15 REF MK 2, AND 2912.9 FEET
 AS0603'NORTH-NORTHEAST OF 49 80 C14.
 AS0603'THE MARK IS 6.0 FT  SE FROM A WITNESS POST.
 AS0603
 AS0603                          STATION RECOVERY (1998)
 AS0603
 AS0603'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0603'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0605 ***********************************************************************
 AS0605  DESIGNATION -  49 80 C15 RM 1
 AS0605  PID         -  AS0605
 AS0605  STATE/COUNTY-  FL/FRANKLIN
 AS0605  COUNTRY     -  US
 AS0605  USGS QUAD   -  DOG ISLAND (2018)
 AS0605
 AS0605                         *CURRENT SURVEY CONTROL
 AS0605  ______________________________________________________________________
 AS0605* NAD 83(1986) POSITION- 29 49 03.     (N) 084 34 27.     (W)   SCALED
 AS0605* NAVD 88 ORTHO HEIGHT -     3.206 (meters)       10.52  (feet) ADJUSTED
 AS0605  ______________________________________________________________________
 AS0605  GEOID HEIGHT    -        -27.191 (meters)                     GEOID18
 AS0605  DYNAMIC HEIGHT  -          3.202 (meters)       10.51  (feet) COMP
 AS0605  MODELED GRAVITY -    979,316.0   (mgal)                       NAVD 88
 AS0605
 AS0605  VERT ORDER      -  SECOND    CLASS I
 AS0605
 AS0605.The horizontal coordinates were scaled from a map and have
 AS0605.an estimated accuracy of +/- 6 seconds.
 AS0605
 AS0605.The orthometric height was determined by differential leveling and
 AS0605.adjusted by the NATIONAL GEODETIC SURVEY
 AS0605.in June 1991.
 AS0605
 AS0605.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0605.GEOID18 height accuracy estimate available here.
 AS0605
 AS0605.Click photographs - Photos may exist for this station.
 AS0605
 AS0605.The dynamic height is computed by dividing the NAVD 88
 AS0605.geopotential number by the normal gravity value computed on the
 AS0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0605.degrees latitude (g = 980.6199 gals.).
 AS0605
 AS0605.The modeled gravity was interpolated from observed gravity values.
 AS0605
 AS0605;                    North         East    Units  Estimated Accuracy
 AS0605;SPC FL N     -    90,620.      592,830.      MT  (+/- 180 meters Scaled)
 AS0605
 AS0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU344010(NAD 83)
 AS0605
 AS0605                          SUPERSEDED SURVEY CONTROL
 AS0605
 AS0605.No superseded survey control is available for this station.
 AS0605
 AS0605_MARKER: DB = BENCH MARK DISK
 AS0605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0605_STAMPING: 49 80 C15 REF MK 1
 AS0605_MARK LOGO: FLDNR
 AS0605_PROJECTION: FLUSH
 AS0605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0605+STABILITY: SURFACE MOTION
 AS0605
 AS0605  HISTORY     - Date     Condition        Report By
 AS0605  HISTORY     - 1980     MONUMENTED       FLDT
 AS0605  HISTORY     - 1987     GOOD             FLDNR
 AS0605  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0605
 AS0605                          STATION DESCRIPTION
 AS0605
 AS0605'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0605'6.0 MI ESE FROM CARRABELLE.
 AS0605'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0605'ALONG A SAND ROAD TO THE INTERSECTION OF A EAST-WEST SAND ROAD, GO
 AS0605'1.05 MILES NORTHEAST ALONG THE SAND ROAD TO THE MARK VICINITY.  THE
 AS0605'MARK IS LOCATED ATOP A LINE OF SAND DUNES.  THE SAND DUNE LINE IS
 AS0605'SOUTHEAST AND BEYOND A LINE OF PINE TREES.  THE MARK IS NEAR THE
 AS0605'SOUTHWEST END OF THE DUNES.  THE MARK IS ABOUT MIDWAY BETWEEN THE
 AS0605'SAND ROAD AND THE BEACH.  THE MARK BEARS 2 FEET SOUTHEAST OF THE
 AS0605'NORTHWEST EDGE OF THE SAND DUNE, 10 FEET NORTHWEST OF THE SOUTHWEST
 AS0605'EDGE OF THE SAND DUNE, 37.4 FEET NORTHEAST OF 49 80 C15, AND 66.2
 AS0605'FEET NORTH OF 49 80 C15 REF MK 2.
 AS0605'THE MARK IS 1.0 FT  SE FROM A WITNESS POST.
 AS0605
 AS0605                          STATION RECOVERY (1998)
 AS0605
 AS0605'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0605'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0604 ***********************************************************************
 AS0604  DESIGNATION -  49 80 C15 RM 2
 AS0604  PID         -  AS0604
 AS0604  STATE/COUNTY-  FL/FRANKLIN
 AS0604  COUNTRY     -  US
 AS0604  USGS QUAD   -  DOG ISLAND (2018)
 AS0604
 AS0604                         *CURRENT SURVEY CONTROL
 AS0604  ______________________________________________________________________
 AS0604* NAD 83(1986) POSITION- 29 49 03.     (N) 084 34 27.     (W)   SCALED
 AS0604* NAVD 88 ORTHO HEIGHT -     3.222 (meters)       10.57  (feet) ADJUSTED
 AS0604  ______________________________________________________________________
 AS0604  GEOID HEIGHT    -        -27.191 (meters)                     GEOID18
 AS0604  DYNAMIC HEIGHT  -          3.218 (meters)       10.56  (feet) COMP
 AS0604  MODELED GRAVITY -    979,316.0   (mgal)                       NAVD 88
 AS0604
 AS0604  VERT ORDER      -  SECOND    CLASS I
 AS0604
 AS0604.The horizontal coordinates were scaled from a map and have
 AS0604.an estimated accuracy of +/- 6 seconds.
 AS0604
 AS0604.The orthometric height was determined by differential leveling and
 AS0604.adjusted by the NATIONAL GEODETIC SURVEY
 AS0604.in June 1991.
 AS0604
 AS0604.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0604.GEOID18 height accuracy estimate available here.
 AS0604
 AS0604.Click photographs - Photos may exist for this station.
 AS0604
 AS0604.The dynamic height is computed by dividing the NAVD 88
 AS0604.geopotential number by the normal gravity value computed on the
 AS0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0604.degrees latitude (g = 980.6199 gals.).
 AS0604
 AS0604.The modeled gravity was interpolated from observed gravity values.
 AS0604
 AS0604;                    North         East    Units  Estimated Accuracy
 AS0604;SPC FL N     -    90,620.      592,830.      MT  (+/- 180 meters Scaled)
 AS0604
 AS0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU344010(NAD 83)
 AS0604
 AS0604                          SUPERSEDED SURVEY CONTROL
 AS0604
 AS0604.No superseded survey control is available for this station.
 AS0604
 AS0604_MARKER: DB = BENCH MARK DISK
 AS0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0604_STAMPING: 49 80 C15 REF MK 2
 AS0604_MARK LOGO: FLDNR
 AS0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0604+STABILITY: SURFACE MOTION
 AS0604
 AS0604  HISTORY     - Date     Condition        Report By
 AS0604  HISTORY     - 1980     MONUMENTED       FLDT
 AS0604  HISTORY     - 1987     GOOD             FLDNR
 AS0604  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0604
 AS0604                          STATION DESCRIPTION
 AS0604
 AS0604'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0604'6.0 MI ESE FROM CARRABELLE.
 AS0604'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.25 MILE SOUTH-SOUTHEAST
 AS0604'ALONG A SAND ROAD TO THE INTERSECTION OF A EAST-WEST SAND ROAD, GO
 AS0604'1.05 MILES NORTHEAST ALONG THE SAND ROAD TO THE MARK VICINITY.  THE
 AS0604'MARK IS LOCATED ATOP A LINE OF SAND DUNES.  THE SAND DUNE LINE IS
 AS0604'SOUTHEAST AND BEYOND A LINE OF PINE TREES.  THE MARK IS NEAR THE
 AS0604'SOUTHWEST END OF THE DUNES.  THE MARK IS ABOUT MIDWAY BETWEEN THE
 AS0604'SAND ROAD AND THE BEACH.  THE MARK BEARS 3.0 FEET SOUTHEAST OF THE
 AS0604'NORTHWEST EDGE OF THE SAND DUNE, 62.0 FEET SOUTHEAST OF A 6 INCH
 AS0604'FORKED PINE TREE, 29.9 FEET SOUTHWEST OF 49 80 C15, AND 66.2 FEET
 AS0604'SOUTH OF 49 80 C15 REF MK 1.
 AS0604
 AS0604                          STATION RECOVERY (1998)
 AS0604
 AS0604'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0604'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0606 ***********************************************************************
 AS0606  DESIGNATION -  49 80 C16
 AS0606  PID         -  AS0606
 AS0606  STATE/COUNTY-  FL/FRANKLIN
 AS0606  COUNTRY     -  US
 AS0606  USGS QUAD   -  DOG ISLAND (2018)
 AS0606
 AS0606                         *CURRENT SURVEY CONTROL
 AS0606  ______________________________________________________________________
 AS0606* NAD 83(1986) POSITION- 29 49 21.     (N) 084 34 27.     (W)   SCALED
 AS0606* NAVD 88 ORTHO HEIGHT -     1.346 (meters)        4.42  (feet) ADJUSTED
 AS0606  ______________________________________________________________________
 AS0606  GEOID HEIGHT    -        -27.193 (meters)                     GEOID18
 AS0606  DYNAMIC HEIGHT  -          1.344 (meters)        4.41  (feet) COMP
 AS0606  MODELED GRAVITY -    979,316.4   (mgal)                       NAVD 88
 AS0606
 AS0606  VERT ORDER      -  SECOND    CLASS I
 AS0606
 AS0606.The horizontal coordinates were scaled from a map and have
 AS0606.an estimated accuracy of +/- 6 seconds.
 AS0606
 AS0606.The orthometric height was determined by differential leveling and
 AS0606.adjusted by the NATIONAL GEODETIC SURVEY
 AS0606.in June 1991.
 AS0606
 AS0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0606.GEOID18 height accuracy estimate available here.
 AS0606
 AS0606.Click photographs - Photos may exist for this station.
 AS0606
 AS0606.The dynamic height is computed by dividing the NAVD 88
 AS0606.geopotential number by the normal gravity value computed on the
 AS0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0606.degrees latitude (g = 980.6199 gals.).
 AS0606
 AS0606.The modeled gravity was interpolated from observed gravity values.
 AS0606
 AS0606;                    North         East    Units  Estimated Accuracy
 AS0606;SPC FL N     -    91,170.      592,830.      MT  (+/- 180 meters Scaled)
 AS0606
 AS0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU344015(NAD 83)
 AS0606
 AS0606                          SUPERSEDED SURVEY CONTROL
 AS0606
 AS0606.No superseded survey control is available for this station.
 AS0606
 AS0606_MARKER: DB = BENCH MARK DISK
 AS0606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0606_STAMPING: 49 80 C16
 AS0606_MARK LOGO: FLDNR
 AS0606_PROJECTION: RECESSED 10 CENTIMETERS
 AS0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0606+STABILITY: SURFACE MOTION
 AS0606
 AS0606  HISTORY     - Date     Condition        Report By
 AS0606  HISTORY     - 1980     MONUMENTED       FLDT
 AS0606  HISTORY     - 1987     GOOD             FLDNR
 AS0606  HISTORY     - 19980520 MARK NOT FOUND   USPSQD
 AS0606
 AS0606                          STATION DESCRIPTION
 AS0606
 AS0606'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0606'5.75 MI ESE FROM CARRABELLE.
 AS0606'BEGIN AT THE FERRY DOCK ON DOG ISLAND, GO 0.3 MILE SOUTH-SOUTHEAST
 AS0606'ALONG A SAND ROAD TO THE GULF BEACH, GO 1.45 MILES NORTHEAST AND
 AS0606'NORTH ALONG THE BEACH TO THE MARK VICINITY.  THE MARK IS LOCATED ATOP
 AS0606'A SMALL SAND DUNE.  THE MARK BEARS ABOUT 600 FEET WEST OF THE BEACH,
 AS0606'27 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE DUNE, 25 FEET
 AS0606'NORTHWEST OF THE SOUTHEAST EDGE OF THE SAND DUNE, 175.0 FEET NORTH-
 AS0606'NORTHEAST OF A LONE 6 INCH PINE TREE, 242.0 FEET EAST-SOUTHEAST OF AN
 AS0606'8 INCH PINE TREE THAT IS THE EASTERN MOST PINE IN A LINE OF PINES,
 AS0606'41.2 FEET SOUTH-SOUTHWEST OF 49 80 C16 REF MK 1 29.6 FEET NORTHEAST
 AS0606'OF 49 80 C16 REF MK2, AND 1982.6 FEET NORTH OF 49 80 C15.
 AS0606'THE MARK IS 4.3 FT  SE FROM A WITNESS POST.
 AS0606
 AS0606                          STATION RECOVERY (1998)
 AS0606
 AS0606'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0606'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0919 ***********************************************************************
 AS0919  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0919  DESIGNATION -  49 80 D 02
 AS0919  PID         -  AS0919
 AS0919  STATE/COUNTY-  FL/FRANKLIN
 AS0919  COUNTRY     -  US
 AS0919  USGS QUAD   -  SAINT TERESA (2018)
 AS0919
 AS0919                         *CURRENT SURVEY CONTROL
 AS0919  ______________________________________________________________________
 AS0919* NAD 83(1986) POSITION- 29 54 12.23   (N) 084 25 02.58   (W)   HD_HELD1
 AS0919* NAVD 88 ORTHO HEIGHT -     1.359 (meters)        4.46  (feet) ADJUSTED
 AS0919  ______________________________________________________________________
 AS0919  GEOID HEIGHT    -        -27.234 (meters)                     GEOID18
 AS0919  DYNAMIC HEIGHT  -          1.357 (meters)        4.45  (feet) COMP
 AS0919  MODELED GRAVITY -    979,325.4   (mgal)                       NAVD 88
 AS0919
 AS0919  VERT ORDER      -  FIRST     CLASS II
 AS0919
 AS0919.The horizontal coordinates were determined by differentially corrected
 AS0919.hand held GPS observations or other comparable positioning techniques
 AS0919.and have an estimated accuracy of +/- 3 meters.
 AS0919
 AS0919.The orthometric height was determined by differential leveling and
 AS0919.adjusted by the NATIONAL GEODETIC SURVEY
 AS0919.in March 2020.
 AS0919
 AS0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0919.GEOID18 height accuracy estimate available here.
 AS0919
 AS0919.This Tidal Bench Mark is designated as VM 17229
 AS0919.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0919
 AS0919.Click photographs - Photos may exist for this station.
 AS0919
 AS0919.The dynamic height is computed by dividing the NAVD 88
 AS0919.geopotential number by the normal gravity value computed on the
 AS0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0919.degrees latitude (g = 980.6199 gals.).
 AS0919
 AS0919.The modeled gravity was interpolated from observed gravity values.
 AS0919
 AS0919;                    North         East    Units  Estimated Accuracy
 AS0919;SPC FL N     -   100,142.0     607,978.8     MT  (+/- 3 meters HH1 GPS) 
 AS0919
 AS0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU4937110884(NAD 83)
 AS0919
 AS0919                          SUPERSEDED SURVEY CONTROL
 AS0919
 AS0919  NAVD 88 (09/06/96)    1.358  (m)            4.46   (f) SUPERSEDED  2 1
 AS0919
 AS0919.Superseded values are not recommended for survey control.
 AS0919
 AS0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0919.See file dsdata.pdf to determine how the superseded data were derived.
 AS0919
 AS0919_MARKER: DD = SURVEY DISK
 AS0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0919_STAMPING: 49 80 D 02
 AS0919_MARK LOGO: FLDNR
 AS0919_PROJECTION: RECESSED 23 CENTIMETERS
 AS0919_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0919+STABILITY: SURFACE MOTION
 AS0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0919+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2018
 AS0919
 AS0919  HISTORY     - Date     Condition        Report By
 AS0919  HISTORY     - 1980     MONUMENTED       FLDT
 AS0919  HISTORY     - 1986     GOOD             FLDNR
 AS0919  HISTORY     - 20121008 GOOD             FLDEP
 AS0919  HISTORY     - 20180531 GOOD             FLDEP
 AS0919
 AS0919                          STATION DESCRIPTION
 AS0919
 AS0919'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0919'10.0 MI SOUTH FROM PANACEA.
 AS0919'BEGIN AT THE SOUTH END OF THE OCHLOCKONEE BAY BRIDGE, 5 MILES SOUTH
 AS0919'OF PANACEA ON U.S. HIGHWAY 98, GO 1.3 MILES SOUTH TO THE JUNCTION OF
 AS0919'COUNTY ROAD 370, GO 8.55 MILES SOUTHWEST ON CR-370 TO THE MARK.  THE
 AS0919'MARK BEARS 16.0 FEET SOUTH OF THE CENTERLINE OF CR-370, 3.9 FEET
 AS0919'NORTH OF A CHAIN LINK FENCE, AND 18.5 FEET EAST OF THE CENTERLINE OF
 AS0919'A DIRT DRIVEWAY.
 AS0919
 AS0919                          STATION RECOVERY (2012)
 AS0919
 AS0919'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (RPB)
 AS0919'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AS0919'
 AS0919'THE MARK IS ABOUT 11.6 MI (18.7 KM) SOUTH-SOUTHEAST OF SOPCHOPPY, 8.4
 AS0919'MI (13.6 KM) SOUTHEAST OF MCINTYRE, 2.9 MI (4.7 KM) SOUTHEAST OF SAINT
 AS0919'TERESA, IN SECTION 3, TOWNSHIP 7 SOUTH, RANGE 2 WEST.
 AS0919'
 AS0919'TO REACH THE MARK FROM THE POST OFFICE IN PANACEA, GO SOUTH ON U.S.
 AS0919'HIGHWAY 98 FOR 5.35 MI (8.6 KM) TO THE SOUTH END OF THE BRIDGE OVER
 AS0919'OCHLOCKONEE BAY, CONTINUE SOUTH ON U.S. HIGHWAY 98 FOR 1.25 MI (2.0
 AS0919'KM) TO THE JUNCTION OF ALLIGATOR DRIVE ON THE LEFT, TURN LEFT ON
 AS0919'ALLIGATOR DRIVE AND GO SOUTHEAST FOR 3.9 MI (6.3 KM) TO THE JUNCTION
 AS0919'OF BALD POINT ROAD ON THE LEFT, CONTINUE SOUTH AND WEST ON ALLIGATOR
 AS0919'DRIVE FOR 4.5 MI (7.2 KM) TO THE MARK ON THE LEFT.
 AS0919
 AS0919                          STATION RECOVERY (2018)
 AS0919
 AS0919'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AS0919'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0918 ***********************************************************************
 AS0918  DESIGNATION -  49 80 D 20
 AS0918  PID         -  AS0918
 AS0918  STATE/COUNTY-  FL/FRANKLIN
 AS0918  COUNTRY     -  US
 AS0918  USGS QUAD   -  LIGHTHOUSE POINT (2018)
 AS0918
 AS0918                         *CURRENT SURVEY CONTROL
 AS0918  ______________________________________________________________________
 AS0918* NAD 83(1986) POSITION- 29 56 29.07   (N) 084 20 18.32   (W)   HD_HELD1
 AS0918* NAVD 88 ORTHO HEIGHT -     1.736 (meters)        5.70  (feet) ADJUSTED
 AS0918  ______________________________________________________________________
 AS0918  GEOID HEIGHT    -        -27.348 (meters)                     GEOID18
 AS0918  DYNAMIC HEIGHT  -          1.734 (meters)        5.69  (feet) COMP
 AS0918  MODELED GRAVITY -    979,325.4   (mgal)                       NAVD 88
 AS0918
 AS0918  VERT ORDER      -  FIRST     CLASS II
 AS0918
 AS0918.The horizontal coordinates were determined by differentially corrected
 AS0918.hand held GPS observations or other comparable positioning techniques
 AS0918.and have an estimated accuracy of +/- 3 meters.
 AS0918
 AS0918.The orthometric height was determined by differential leveling and
 AS0918.adjusted by the NATIONAL GEODETIC SURVEY
 AS0918.in March 2020.
 AS0918
 AS0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0918.GEOID18 height accuracy estimate available here.
 AS0918
 AS0918.Click photographs - Photos may exist for this station.
 AS0918
 AS0918.The dynamic height is computed by dividing the NAVD 88
 AS0918.geopotential number by the normal gravity value computed on the
 AS0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0918.degrees latitude (g = 980.6199 gals.).
 AS0918
 AS0918.The modeled gravity was interpolated from observed gravity values.
 AS0918
 AS0918;                    North         East    Units  Estimated Accuracy
 AS0918;SPC FL N     -   104,363.6     615,598.5     MT  (+/- 3 meters HH1 GPS) 
 AS0918
 AS0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5690015272(NAD 83)
 AS0918
 AS0918                          SUPERSEDED SURVEY CONTROL
 AS0918
 AS0918  NAVD 88 (09/06/96)    1.741  (m)            5.71   (f) SUPERSEDED  2 1
 AS0918
 AS0918.Superseded values are not recommended for survey control.
 AS0918
 AS0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0918.See file dsdata.pdf to determine how the superseded data were derived.
 AS0918
 AS0918_MARKER: DD = SURVEY DISK
 AS0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0918_STAMPING: 49 80 D 20
 AS0918_MARK LOGO: FLDNR
 AS0918_PROJECTION: RECESSED 41 CENTIMETERS
 AS0918_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0918+STABILITY: SURFACE MOTION
 AS0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0918+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2022
 AS0918
 AS0918  HISTORY     - Date     Condition        Report By
 AS0918  HISTORY     - 1980     MONUMENTED       FLDNR
 AS0918  HISTORY     - 1986     GOOD             FLDNR
 AS0918  HISTORY     - 20120823 GOOD             FLDEP
 AS0918  HISTORY     - 20180601 GOOD             FLDEP
 AS0918  HISTORY     - 20220511 GOOD             FLDEP
 AS0918
 AS0918                          STATION DESCRIPTION
 AS0918
 AS0918'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0918'13.15 MI SW FROM PANACEA.
 AS0918'BEGIN AT THE SOUTH END OF THE OCHLOCKONEE BAY BRIDGE ON U.S. HIGHWAY
 AS0918'98, GO SOUTHWEST ON U.S. 98 1.3 MILES TO COUNTY ROAD 370, GO EAST ON
 AS0918'C-370 4.0 MILES TO A PAVED ROAD, GO LEFT 0.55 MILE TO A MAJOR
 AS0918'INTERSECTION AND CONTINUE EAST 2.8 MILES TO THE STATION ON THE EAST
 AS0918'SIDE OF C-370.  THE MARK BEARS 16.6 FEET EAST OF THE CENTERLINE OF
 AS0918'C-370.
 AS0918'THE MARK IS 19 FT  W FROM A WITNESS POST.
 AS0918
 AS0918                          STATION RECOVERY (2012)
 AS0918
 AS0918'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (RPB)
 AS0918'THE MARK IS ABOUT 11.6 MI (18.7 KM) EAST-SOUTHEAST OF MCINTYRE, 9.6 MI
 AS0918'(15.4 KM) SOUTH OF SPRING CREEK, 7.0 MI (11.3 KM) EAST OF SAINT
 AS0918'TERESA, IN SECTION 21, TOWNSHIP 6 SOUTH, RANGE 1 WEST.
 AS0918'
 AS0918'TO REACH THE MARK FROM THE POST OFFICE IN PANACEA, GO SOUTH ON U.S.
 AS0918'HIGHWAY 98 FOR 5.35 MI (8.6 KM) TO THE SOUTH END OF THE BRIDGE OVER
 AS0918'OCHLOCKONEE BAY.  CONTINUE SOUTH ON U.S. HIGHWAY 98 FOR 1.25 MI (2.0
 AS0918'KM) TO THE JUNCTION OF ALLIGATOR DRIVE ON THE LEFT.  TURN LEFT ON
 AS0918'ALLIGATOR DRIVE AND GO SOUTHEAST FOR 3.9 MI (6.3 KM) TO THE JUNCTION
 AS0918'OF BALD POINT ROAD ON THE LEFT.  TURN LEFT ON BALD POINT DRIVE AND GO
 AS0918'NORTHEAST FOR 3.1 MI (5.0 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP
 AS0918'OF A ROUND CONCRETE MONUMENT RECESSED 1.3 FT (0.4 M) BELOW THE LEVEL
 AS0918'OF THE GROUND.
 AS0918'
 AS0918'LOCATED 98.7 FT (30.1 M) NORTHEAST OF THE EAST MEDIAN IN A PARKING
 AS0918'AREA, 70.1 FT (21.4 M) EAST OF TIDAL BENCH MARK 8237 D 1976, 25.9 FT
 AS0918'(7.9 M) SOUTHEAST OF A METAL SPEED LIMIT SIGN, 18.8 FT (5.7 M) WEST OF
 AS0918'A METAL WITNESS POST AND 15.8 FT (4.8 M) EAST OF THE APPROXIMATE
 AS0918'CENTERLINE OF BALD POINT DRIVE.
 AS0918
 AS0918                          STATION RECOVERY (2018)
 AS0918
 AS0918'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AS0918'RECOVERED AS DESCRIBED.
 AS0918
 AS0918                          STATION RECOVERY (2022)
 AS0918
 AS0918'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (RKW)
 AS0918'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0917 ***********************************************************************
 AS0917  DESIGNATION -  49 80 D 21
 AS0917  PID         -  AS0917
 AS0917  STATE/COUNTY-  FL/FRANKLIN
 AS0917  COUNTRY     -  US
 AS0917  USGS QUAD   -  LIGHTHOUSE POINT (2018)
 AS0917
 AS0917                         *CURRENT SURVEY CONTROL
 AS0917  ______________________________________________________________________
 AS0917* NAD 83(1986) POSITION- 29 56 47.80   (N) 084 20 27.13   (W)   HD_HELD1
 AS0917* NAVD 88 ORTHO HEIGHT -     1.176 (meters)        3.86  (feet) ADJUSTED
 AS0917  ______________________________________________________________________
 AS0917  GEOID HEIGHT    -        -27.347 (meters)                     GEOID18
 AS0917  DYNAMIC HEIGHT  -          1.174 (meters)        3.85  (feet) COMP
 AS0917  MODELED GRAVITY -    979,325.9   (mgal)                       NAVD 88
 AS0917
 AS0917  VERT ORDER      -  FIRST     CLASS II
 AS0917
 AS0917.The horizontal coordinates were determined by differentially corrected
 AS0917.hand held GPS observations or other comparable positioning techniques
 AS0917.and have an estimated accuracy of +/- 3 meters.
 AS0917
 AS0917.The orthometric height was determined by differential leveling and
 AS0917.adjusted by the NATIONAL GEODETIC SURVEY
 AS0917.in March 2020.
 AS0917
 AS0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0917.GEOID18 height accuracy estimate available here.
 AS0917
 AS0917.Click photographs - Photos may exist for this station.
 AS0917
 AS0917.The dynamic height is computed by dividing the NAVD 88
 AS0917.geopotential number by the normal gravity value computed on the
 AS0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0917.degrees latitude (g = 980.6199 gals.).
 AS0917
 AS0917.The modeled gravity was interpolated from observed gravity values.
 AS0917
 AS0917;                    North         East    Units  Estimated Accuracy
 AS0917;SPC FL N     -   104,939.9     615,361.4     MT  (+/- 3 meters HH1 GPS) 
 AS0917
 AS0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5665015843(NAD 83)
 AS0917
 AS0917                          SUPERSEDED SURVEY CONTROL
 AS0917
 AS0917  NAVD 88 (01/02/14)    1.177  (m)            3.86   (f) SUPERSEDED  2 1
 AS0917  NAVD 88 (09/06/96)    1.190  (m)            3.90   (f) SUPERSEDED  2 1
 AS0917
 AS0917.Superseded values are not recommended for survey control.
 AS0917
 AS0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0917.See file dsdata.pdf to determine how the superseded data were derived.
 AS0917
 AS0917_MARKER: DD = SURVEY DISK
 AS0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0917_STAMPING: 49 80 D 21
 AS0917_MARK LOGO: FLDNR
 AS0917_PROJECTION: RECESSED 41 CENTIMETERS
 AS0917_MAGNETIC: N = NO MAGNETIC MATERIAL
 AS0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0917+STABILITY: SURFACE MOTION
 AS0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0917+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2022
 AS0917
 AS0917  HISTORY     - Date     Condition        Report By
 AS0917  HISTORY     - 1980     MONUMENTED       FLDNR
 AS0917  HISTORY     - 1986     GOOD             FLDNR
 AS0917  HISTORY     - 20040629 MARK NOT FOUND   FLDT
 AS0917  HISTORY     - 20120823 GOOD             FLDEP
 AS0917  HISTORY     - 20180601 GOOD             FLDEP
 AS0917  HISTORY     - 20220511 GOOD             FLDEP
 AS0917
 AS0917                          STATION DESCRIPTION
 AS0917
 AS0917'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0917'13.15 MI SW FROM PANACEA.
 AS0917'BEGIN AT THE SOUTH END OF THE OCHLOCKONEE BAY BRIDGE ON U.S. HIGHWAY
 AS0917'98, GO SOUTHWEST ON U.S. 98 1.3 MILES TO COUNTY ROAD 370, GO EAST ON
 AS0917'C-370 4.0 MILES TO A PAVED ROAD, GO LEFT 0.55 MILE TO MAJOR
 AS0917'INTERSECTION AND CONTINUE EAST 2.8 MILES TO THE STATION ON THE EAST
 AS0917'SIDE OF C-370.  THE MARK BEARS 16.6 FEET EAST OF THE CENTERLINE OF
 AS0917'C-370.
 AS0917'THE MARK IS 6.8 FT  W FROM A WITNESS POST.
 AS0917
 AS0917                          STATION RECOVERY (2004)
 AS0917
 AS0917'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (BWF)
 AS0917'MARK NOT FOUND.
 AS0917
 AS0917                          STATION RECOVERY (2012)
 AS0917
 AS0917'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (RPB)
 AS0917'THE MARK IS ABOUT 11.4 MI (18.3 KM) EAST-SOUTHEAST OF MCINTYRE, 9.3 MI
 AS0917'(15.0 KM) SOUTH OF SPRING CREEK, 6.9 MI (11.1 KM) EAST OF SAINT
 AS0917'TERESA, IN SECTION 21, TOWNSHIP 6 SOUTH, RANGE 1 WEST.
 AS0917'
 AS0917'TO REACH THE MARK FROM THE POST OFFICE IN PANACEA, GO SOUTH ON U.S.
 AS0917'HIGHWAY 98 FOR 5.35 MI (8.6 KM) TO THE SOUTH END OF THE BRIDGE OVER
 AS0917'OCHLOCKONEE BAY.  CONTINUE SOUTH ON U.S. HIGHWAY 98 FOR 1.25 MI (2.0
 AS0917'KM) TO THE JUNCTION OF ALLIGATOR DRIVE ON THE LEFT.  TURN LEFT ON
 AS0917'ALLIGATOR DRIVE AND GO SOUTHEAST FOR 3.9 MI (6.3 KM) TO THE JUNCTION
 AS0917'OF BALD POINT ROAD ON THE LEFT.  TURN LEFT ON BALD POINT DRIVE AND GO
 AS0917'NORTHEAST FOR 3.5 MI (5.6 KM) TO THE MARK ON THE LEFT, SET IN THE TOP
 AS0917'OF A ROUND CONCRETE MONUMENT RECESSED 1.3 FT (0.4 M) BELOW THE LEVEL
 AS0917'OF THE GROUND AND LEVEL WITH BALD POINT DRIVE.
 AS0917'
 AS0917'LOCATED 574.0 FT (175.0 M) NORTH OF TWO HANDICAP PARKING SPACES, 426.0
 AS0917'FT (129.8 M) NORTH OF THE APPROXIMATE CENTER OF A CONCRETE WALK FOR
 AS0917'WILDLIFE VIEWING, 87.0 FT (26.5 M) SOUTH OF THE NORTH END OF A
 AS0917'CUL-DE-SAC, 19.4 FT (5.9 M) WEST OF THE CENTERLINE OF BALD PONT ROAD
 AS0917'AND 7.3 FT (2.2 M) EAST OF A CARSONITE WITNESS POST.
 AS0917
 AS0917                          STATION RECOVERY (2018)
 AS0917
 AS0917'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AS0917'RECOVERED AS DESCRIBED.
 AS0917
 AS0917                          STATION RECOVERY (2022)
 AS0917
 AS0917'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (RKW)
 AS0917'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ1032 ***********************************************************************
 DQ1032  DESIGNATION -  49 99 CO1V
 DQ1032  PID         -  DQ1032
 DQ1032  STATE/COUNTY-  FL/FRANKLIN
 DQ1032  COUNTRY     -  US
 DQ1032  USGS QUAD   -  MCINTYRE (2018)
 DQ1032
 DQ1032                         *CURRENT SURVEY CONTROL
 DQ1032  ______________________________________________________________________
 DQ1032* NAD 83(2011) POSITION- 29 55 08.14683(N) 084 31 12.57012(W)   ADJUSTED
 DQ1032* NAD 83(2011) ELLIP HT-   -18.286 (meters)        (10/28/19)   ADJUSTED
 DQ1032* NAD 83(2011) EPOCH   -  2010.00
 DQ1032* NAVD 88 ORTHO HEIGHT -     8.9   (meters)       29.    (feet) GPS OBS
 DQ1032  ______________________________________________________________________
 DQ1032  NAVD 88 orthometric height was determined with an earlier geoid model
 DQ1032  GEOID HEIGHT    -        -27.187 (meters)                     GEOID18
 DQ1032  NAD 83(2011) X  -    528,350.893 (meters)                     COMP
 DQ1032  NAD 83(2011) Y  - -5,507,443.322 (meters)                     COMP
 DQ1032  NAD 83(2011) Z  -  3,162,578.651 (meters)                     COMP
 DQ1032  LAPLACE CORR    -          0.18  (seconds)                    DEFLEC18
 DQ1032
 DQ1032  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1032  Standards:
 DQ1032         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1032            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1032  -------------------------------------------------------------------
 DQ1032  NETWORK    0.53   1.27           0.22   0.21   0.65     -0.02896741
 DQ1032  -------------------------------------------------------------------
 DQ1032  Click here for local accuracies and other accuracy information.
 DQ1032
 DQ1032.The horizontal coordinates were established by GPS observations
 DQ1032.and adjusted by the National Geodetic Survey in October 2019.
 DQ1032
 DQ1032.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1032.been affixed to the stable North American tectonic plate. See 
 DQ1032.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1032
 DQ1032.The horizontal coordinates are valid at the epoch date displayed above
 DQ1032.which is a decimal equivalence of Year/Month/Day.
 DQ1032
 DQ1032.The orthometric height was determined by GPS observations and a
 DQ1032.high-resolution geoid model.
 DQ1032
 DQ1032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1032.GEOID18 height accuracy estimate available here.
 DQ1032
 DQ1032.Click photographs - Photos may exist for this station.
 DQ1032
 DQ1032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1032
 DQ1032.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1032
 DQ1032.The ellipsoidal height was determined by GPS observations
 DQ1032.and is referenced to NAD 83.
 DQ1032
 DQ1032. The following values were computed from the NAD 83(2011) position.
 DQ1032
 DQ1032;                    North         East     Units Scale Factor Converg.
 DQ1032;SPC FL N     -   101,860.998   598,053.497   MT  0.99995777   -0 00 36.5
 DQ1032;SPC FL N     -   334,188.96  1,962,113.85   sFT  0.99995777   -0 00 36.5
 DQ1032;UTM  16      - 3,312,387.296   739,406.982   MT  1.00030721   +1 14 14.9
 DQ1032
 DQ1032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1032!SPC FL N     -   1.00000287  x   0.99995777  =   0.99996064
 DQ1032!UTM  16      -   1.00000287  x   1.00030721  =   1.00031008
 DQ1032
 DQ1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU3940612387(NAD 83)
 DQ1032
 DQ1032                          SUPERSEDED SURVEY CONTROL
 DQ1032
 DQ1032  NAVD 88 (10/28/19)    8.9    (m)  GEOID12B model used  GPS OBS        
 DQ1032
 DQ1032.Superseded values are not recommended for survey control.
 DQ1032
 DQ1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1032.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1032
 DQ1032_MARKER: DD = SURVEY DISK
 DQ1032_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ1032_STAMPING: BM-49-99 CO1V
 DQ1032_MARK LOGO: FLDT
 DQ1032_PROJECTION: FLUSH
 DQ1032_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ1032_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1032+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DQ1032_ROD/PIPE-DEPTH: 10 meters
 DQ1032
 DQ1032  HISTORY     - Date     Condition        Report By
 DQ1032  HISTORY     - 20140101 MONUMENTED       FLDT
 DQ1032
 DQ1032                          STATION DESCRIPTION
 DQ1032
 DQ1032'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 2014 (DBP)
 DQ1032'TO REACH FROM THE INTERSECTION OF TALLAHASSEE STREET AND US 98/AVENUE
 DQ1032'B IN THE CITY OF CARRABELLE, FLORIDA, HEAD EAST 10.14 MI (16.3 KM) ON
 DQ1032'US 98/AVENUE B TO A MARK IN A GRASS ISLAND ON YOUR RIGHT.
 DQ1032'
 DQ1032'THE MARK IS LOCATED 6 INCHES (15 CM) SOUTH OF A METAL WITNESS POST, 71
 DQ1032'FT (21.6 M) EAST OF THE CENTER LINE OF US HIGHWAY 98.
 DQ1032'
 DQ1032'THE MARK IS A BRASS DISK SET ON A STAINLESS STEEL ROD DRIVEN 10 M (3.0
 DQ1032'FT) INTO THE GROUND AND ENCASED IN A 6 INCH (15 CM) PVC PIPE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5143 ***********************************************************************
 AB5143  DESIGNATION -  49 JAS
 AB5143  PID         -  AB5143
 AB5143  STATE/COUNTY-  FL/MARION
 AB5143  COUNTRY     -  US
 AB5143  USGS QUAD   -  LAKE WEIR (2018)
 AB5143
 AB5143                         *CURRENT SURVEY CONTROL
 AB5143  ______________________________________________________________________
 AB5143* NAD 83(1986) POSITION- 29 04 49.     (N) 081 53 26.     (W)   SCALED
 AB5143* NAVD 88 ORTHO HEIGHT -    21.266 (meters)       69.77  (feet) ADJUSTED
 AB5143  ______________________________________________________________________
 AB5143  GEOID HEIGHT    -        -28.012 (meters)                     GEOID18
 AB5143  DYNAMIC HEIGHT  -         21.236 (meters)       69.67  (feet) COMP
 AB5143  MODELED GRAVITY -    979,227.8   (mgal)                       NAVD 88
 AB5143
 AB5143  VERT ORDER      -  SECOND    CLASS I
 AB5143
 AB5143.The horizontal coordinates were scaled from a map and have
 AB5143.an estimated accuracy of +/- 6 seconds.
 AB5143
 AB5143.The orthometric height was determined by differential leveling and
 AB5143.adjusted by the NATIONAL GEODETIC SURVEY
 AB5143.in June 2005.
 AB5143
 AB5143.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5143.GEOID18 height accuracy estimate available here.
 AB5143
 AB5143.Click photographs - Photos may exist for this station.
 AB5143
 AB5143.The dynamic height is computed by dividing the NAVD 88
 AB5143.geopotential number by the normal gravity value computed on the
 AB5143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5143.degrees latitude (g = 980.6199 gals.).
 AB5143
 AB5143.The modeled gravity was interpolated from observed gravity values.
 AB5143
 AB5143;                    North         East    Units  Estimated Accuracy
 AB5143;SPC FL W     -   525,930.      210,660.      MT  (+/- 180 meters Scaled)
 AB5143
 AB5143_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN133172(NAD 83)
 AB5143
 AB5143                          SUPERSEDED SURVEY CONTROL
 AB5143
 AB5143  NAVD 88 (09/23/96)   21.268  (m)           69.78   (f) SUPERSEDED  2 1
 AB5143
 AB5143.Superseded values are not recommended for survey control.
 AB5143
 AB5143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5143.See file dsdata.pdf to determine how the superseded data were derived.
 AB5143
 AB5143_MARKER: DB = BENCH MARK DISK
 AB5143_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5143_SP_SET: CULVERT HEADWALL
 AB5143_STAMPING: 71 49 JAS 1966
 AB5143_MARK LOGO: USGS
 AB5143_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5143+STABILITY: SURFACE MOTION
 AB5143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5143+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2003
 AB5143
 AB5143  HISTORY     - Date     Condition        Report By
 AB5143  HISTORY     - 1966     MONUMENTED       USGS
 AB5143  HISTORY     - 19940212 GOOD             FLDEP
 AB5143  HISTORY     - 20030709 GOOD             FLDEP
 AB5143
 AB5143                          STATION DESCRIPTION
 AB5143
 AB5143'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5143'THE MARK IS ABOUT 13.9 MI (22.4 KM) SOUTHEAST OF SILVER SPRINGS, 3.3
 AB5143'MI (5.3 KM) NORTHEAST OF OKLAWAHA, 0.3 MI (0.5 KM) SOUTHWEST OF MOSS
 AB5143'BLUFF IN SECTION 22, TOWNSHIP 16 SOUTH, RANGE 24 EAST.  TO REACH THE
 AB5143'MARK FROM THE T-JUNCTION OF COUNTY ROAD 25 AND COUNTY ROAD 464C IN
 AB5143'OKLAWAHA, GO NORTH ON COUNTY ROAD 464C FOR 3.8 MI (6.1 KM) AND THE
 AB5143'MARK ON THE RIGHT, SET IN THE TOP OF THE HEADWALL OF A CONCRETE BOX
 AB5143'CULVERT, ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD 464C.
 AB5143'LOCATED 100.3 FT (30.6 M) NORTHEAST OF A POWER POLE WITH TWO GUY WIRES
 AB5143'ATTACHED, 57.0 FT (17.4 M) NORTHWEST OF A 40-INCH OAK TREE, 20.6 FT
 AB5143'(6.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 464C, 4.5
 AB5143'FT (1.4 M) EAST OF WEST END OF THE HEADWALL, 0.85 FT (25.91 CM) WEST
 AB5143'OF THE EAST END OF THE HEADWALL AND 0.5 FT (15.2 CM) SOUTH OF A METAL
 AB5143'WITNESS POST.
 AB5143
 AB5143                          STATION RECOVERY (2003)
 AB5143
 AB5143'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AB5143'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3512 ***********************************************************************
 DN3512  DESIGNATION -  49.65
 DN3512  PID         -  DN3512
 DN3512  STATE/COUNTY-  FL/SARASOTA
 DN3512  COUNTRY     -  US
 DN3512  USGS QUAD   -  OLD MYAKKA (2018)
 DN3512
 DN3512                         *CURRENT SURVEY CONTROL
 DN3512  ______________________________________________________________________
 DN3512* NAD 83(1986) POSITION- 27 19 13.8    (N) 082 16 09.8    (W)   HD_HELD2
 DN3512* NAVD 88 ORTHO HEIGHT -    14.806 (meters)       48.58  (feet) ADJUSTED
 DN3512  ______________________________________________________________________
 DN3512  GEOID HEIGHT    -        -24.511 (meters)                     GEOID18
 DN3512  DYNAMIC HEIGHT  -         14.784 (meters)       48.50  (feet) COMP
 DN3512  MODELED GRAVITY -    979,123.1   (mgal)                       NAVD 88
 DN3512
 DN3512  VERT ORDER      -  SECOND    CLASS I
 DN3512
 DN3512.The horizontal coordinates were established by autonomous hand held GPS
 DN3512.observations and have an estimated accuracy of +/- 10 meters.
 DN3512
 DN3512.The orthometric height was determined by differential leveling and
 DN3512.adjusted by the NATIONAL GEODETIC SURVEY
 DN3512.in April 2012.
 DN3512
 DN3512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3512.GEOID18 height accuracy estimate available here.
 DN3512
 DN3512.Click photographs - Photos may exist for this station.
 DN3512
 DN3512.The dynamic height is computed by dividing the NAVD 88
 DN3512.geopotential number by the normal gravity value computed on the
 DN3512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3512.degrees latitude (g = 980.6199 gals.).
 DN3512
 DN3512.The modeled gravity was interpolated from observed gravity values.
 DN3512
 DN3512;                    North         East    Units  Estimated Accuracy
 DN3512;SPC FL W     -   330,944.      173,340.      MT  (+/- 10 meters HH2 GPS)
 DN3512
 DN3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7441022572(NAD 83)
 DN3512
 DN3512                          SUPERSEDED SURVEY CONTROL
 DN3512
 DN3512.No superseded survey control is available for this station.
 DN3512
 DN3512_MARKER: DB = BENCH MARK DISK
 DN3512_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DN3512_STAMPING: 49.65
 DN3512_MARK LOGO: FL-115
 DN3512_PROJECTION: PROJECTING 3 CENTIMETERS
 DN3512_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN3512_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN3512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3512+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2009
 DN3512
 DN3512  HISTORY     - Date     Condition        Report By
 DN3512  HISTORY     - 20090710 MONUMENTED       FL-115
 DN3512
 DN3512                          STATION DESCRIPTION
 DN3512
 DN3512'DESCRIBED BY SARASOTA COUNTY FLORIDA 2009
 DN3512'THE MARK IS ABOUT 6.9 MI (11.1 KM) WEST-SOUTHWEST OF MYAKKA CITY, 4.6
 DN3512'MI (7.4 KM) SOUTH OF VERNA, 0.6 MI (1.0 KM) NORTH-NORTHWEST OF OLD
 DN3512'MYAKKA, IN SECTION 26, TOWNSHIP 36 SOUTH, RANGE 20 EAST.
 DN3512'
 DN3512'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DN3512'AND STATE ROAD 780 (FRUITVILLE ROAD) ABOUT 4.0 MI (6.4 KM) EAST OF
 DN3512'SARASOTA, GO EAST ON STATE ROAD 780 (FRUITVILLE ROAD) FOR 11.0 MI
 DN3512'(17.7 KM) TO THE INTERSECTION OF VERNA ROAD ON THE LEFT AND MYAKKA
 DN3512'ROAD ON THE RIGHT.  TURN RIGHT ON MYAKKA ROAD AND GO SOUTH FOR 0.95 MI
 DN3512'(1.5 KM) TO THE JUNCTION OF WILSON ROAD ON THE RIGHT AND THE MARK ON
 DN3512'THE RIGHT, SET IN THE TOP OF A 5-INCH (13 CM) SQUARE CONCRETE MONUMENT
 DN3512'PROJECTING 0.1 FT (0.0 M) ABOVE THE LEVEL OF THE GROUND AND LEVEL WITH
 DN3512'MYAKKA ROAD.
 DN3512'
 DN3512'LOCATED 35.4 FT (10.8 M) WEST OF THE APPROXIMATE CENTERLINE OF MYAKKA
 DN3512'ROAD, 28.9 FT (8.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF WILSON
 DN3512'ROAD, 1.5 FT (0.5 M) NORTH-NORTHWEST OF A BARB WIRE FENCE CORNER POST,
 DN3512'0.9 FT (27 CM) NORTHWEST OF A BARB WIRE FENCE AND 0.9 FT (27 CM)
 DN3512'NORTHWEST OF A METAL WITNESS POST.
 DN3512'
 DN3512'NOTE-UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5129 ***********************************************************************
 AK5129  DESIGNATION -  4902 A
 AK5129  PID         -  AK5129
 AK5129  STATE/COUNTY-  FL/OSCEOLA
 AK5129  COUNTRY     -  US
 AK5129  USGS QUAD   -  SAINT CLOUD NORTH (2018)
 AK5129
 AK5129                         *CURRENT SURVEY CONTROL
 AK5129  ______________________________________________________________________
 AK5129* NAD 83(2011) POSITION- 28 15 33.16613(N) 081 16 58.61121(W)   ADJUSTED
 AK5129* NAD 83(2011) ELLIP HT-    -9.709 (meters)        (06/27/12)   ADJUSTED
 AK5129* NAD 83(2011) EPOCH   -  2010.00
 AK5129* NAVD 88 ORTHO HEIGHT -    18.180 (meters)       59.65  (feet) ADJUSTED
 AK5129  ______________________________________________________________________
 AK5129  GEOID HEIGHT    -        -27.978 (meters)                     GEOID18
 AK5129  NAD 83(2011) X  -    852,067.700 (meters)                     COMP
 AK5129  NAD 83(2011) Y  - -5,557,225.161 (meters)                     COMP
 AK5129  NAD 83(2011) Z  -  3,001,833.962 (meters)                     COMP
 AK5129  LAPLACE CORR    -         -1.24  (seconds)                    DEFLEC18
 AK5129  DYNAMIC HEIGHT  -         18.152 (meters)       59.55  (feet) COMP
 AK5129  MODELED GRAVITY -    979,160.0   (mgal)                       NAVD 88
 AK5129
 AK5129  VERT ORDER      -  SECOND    CLASS I
 AK5129
 AK5129  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK5129  Standards:
 AK5129         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK5129            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK5129  -------------------------------------------------------------------
 AK5129  NETWORK    1.42   2.55           0.58   0.58   1.30      0.02622460
 AK5129  -------------------------------------------------------------------
 AK5129  Click here for local accuracies and other accuracy information.
 AK5129
 AK5129.The horizontal coordinates were established by GPS observations
 AK5129.and adjusted by the National Geodetic Survey in June 2012.
 AK5129
 AK5129.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK5129.been affixed to the stable North American tectonic plate. See 
 AK5129.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK5129
 AK5129.The horizontal coordinates are valid at the epoch date displayed above
 AK5129.which is a decimal equivalence of Year/Month/Day.
 AK5129
 AK5129.The orthometric height was determined by differential leveling and
 AK5129.adjusted by the NATIONAL GEODETIC SURVEY
 AK5129.in April 2004.
 AK5129
 AK5129.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5129.GEOID18 height accuracy estimate available here.
 AK5129
 AK5129.Click photographs - Photos may exist for this station.
 AK5129
 AK5129.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK5129
 AK5129.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK5129
 AK5129.The ellipsoidal height was determined by GPS observations
 AK5129.and is referenced to NAD 83.
 AK5129
 AK5129.The dynamic height is computed by dividing the NAVD 88
 AK5129.geopotential number by the normal gravity value computed on the
 AK5129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5129.degrees latitude (g = 980.6199 gals.).
 AK5129
 AK5129.The modeled gravity was interpolated from observed gravity values.
 AK5129
 AK5129. The following values were computed from the NAD 83(2011) position.
 AK5129
 AK5129;                    North         East     Units Scale Factor Converg.
 AK5129;SPC FL E     -   434,966.117   172,237.203   MT  0.99995069   -0 08 02.3
 AK5129;SPC FL E     - 1,427,051.34    565,081.56   sFT  0.99995069   -0 08 02.3
 AK5129;UTM  17      - 3,125,949.690   472,246.676   MT  0.99960951   -0 08 02.3
 AK5129
 AK5129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5129!SPC FL E     -   1.00000153  x   0.99995069  =   0.99995221
 AK5129!UTM  17      -   1.00000153  x   0.99960951  =   0.99961103
 AK5129
 AK5129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM7224625949(NAD 83)
 AK5129
 AK5129                          SUPERSEDED SURVEY CONTROL
 AK5129
 AK5129  NAD 83(2007)-  28 15 33.16629(N)    081 16 58.61191(W) AD(2002.00) 0
 AK5129  ELLIP H (02/10/07)   -9.697  (m)                       GP(2002.00)    
 AK5129  NAD 83(1999)-  28 15 33.16651(N)    081 16 58.61183(W) AD(       ) 1
 AK5129  ELLIP H (06/19/01)   -9.699  (m)                       GP(       ) 4 1
 AK5129  NAD 83(1990)-  28 15 33.16594(N)    081 16 58.61146(W) AD(       ) 1
 AK5129  ELLIP H (11/19/93)   -9.660  (m)                       GP(       ) 3 2
 AK5129  NAVD 88              18.26   (m)           59.9    (f) LEVELING    3  
 AK5129  NAVD 88 (06/15/91)   18.261  (m)           59.91   (f) SUPERSEDED  2 1
 AK5129  NGVD 29 (09/01/92)   18.560  (m)           60.89   (f) ADJUSTED    2 1
 AK5129
 AK5129.Superseded values are not recommended for survey control.
 AK5129
 AK5129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5129.See file dsdata.pdf to determine how the superseded data were derived.
 AK5129
 AK5129_MARKER: DD = SURVEY DISK
 AK5129_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK5129_SP_SET: STEP
 AK5129_STAMPING: 4902 A 1976
 AK5129_MARK LOGO: FLDNR
 AK5129_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK5129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5129_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5129+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2001
 AK5129
 AK5129  HISTORY     - Date     Condition        Report By
 AK5129  HISTORY     - 1976     MONUMENTED       FLDNR
 AK5129  HISTORY     - 1976     GOOD             NGS
 AK5129  HISTORY     - 19920107 GOOD             PROENG
 AK5129  HISTORY     - 19990219 GOOD             USPSQD
 AK5129  HISTORY     - 20010301 GOOD             FLDEP
 AK5129  HISTORY     - 20010709 GOOD             FLDEP
 AK5129  HISTORY     - 20150511 MARK NOT FOUND   INDIV
 AK5129  HISTORY     - 20240930 MARK NOT FOUND   GEOCAC
 AK5129
 AK5129                          STATION DESCRIPTION
 AK5129
 AK5129'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AK5129'IN ST CLOUD.
 AK5129'BEGINNING AT THE INTERSECTION OF US 441 AND NEW YORK AVENUE (MAIN N-S
 AK5129'BUSINESS THOROUGHFARE IN ST. CLOUD), PROCEED NORTH ON NEW YORK AVENUE
 AK5129'0.9 MILES TO LAKESHORE BOULEVARD AND THE KALIGA BOAT BASIN ON THE
 AK5129'SHORE OF EAST LAKE TOHOPEKALIGA.  THE MARK IS LOCATED ON THE FOURTH
 AK5129'STEP FROM THE BOTTOM OF THE STAIRS LEADING DOWN FROM THE SEAWALL AT
 AK5129'THE NORTHERN END OF THE PARKING AREA, WEST OF THE ENTRANCE CANAL TO
 AK5129'THE BOAT BASIN.  THE MARK IS A BRASS 2 1/2 INCH DIAMETER, FLORIDA LAKE
 AK5129'DISK STAMPED 4902A 1976 AND IS CEMENTED INTO THE STEP.
 AK5129
 AK5129                          STATION RECOVERY (1992)
 AK5129
 AK5129'RECOVERY NOTE BY PG CONSULTANTS 1992
 AK5129'RECOVERED IN GOOD CONDITION.
 AK5129
 AK5129                          STATION RECOVERY (1999)
 AK5129
 AK5129'RECOVERY NOTE BY US POWER SQUADRON 1999
 AK5129'RECOVERED IN GOOD CONDITION.
 AK5129
 AK5129                          STATION RECOVERY (2001)
 AK5129
 AK5129'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AK5129'RECOVERED AS DESCRIBED.
 AK5129
 AK5129                          STATION RECOVERY (2001)
 AK5129
 AK5129'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AK5129'RECOVERED AS DESCRIBED.
 AK5129
 AK5129                          STATION RECOVERY (2015)
 AK5129
 AK5129'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (WBQ)
 AK5129'MARK NOT FOUND
 AK5129
 AK5129                          STATION RECOVERY (2024)
 AK5129
 AK5129'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 AK5129'STAIRS HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA5120 ***********************************************************************
 AA5120  DESIGNATION -  4A03
 AA5120  PID         -  AA5120
 AA5120  STATE/COUNTY-  FL/HERNANDO
 AA5120  COUNTRY     -  US
 AA5120  USGS QUAD   -  SAINT CATHERINE (2018)
 AA5120
 AA5120                         *CURRENT SURVEY CONTROL
 AA5120  ______________________________________________________________________
 AA5120* NAD 83(2011) POSITION- 28 30 27.37358(N) 082 11 33.65181(W)   ADJUSTED
 AA5120* NAD 83(2011) ELLIP HT-    -6.415 (meters)        (06/27/12)   ADJUSTED
 AA5120* NAD 83(2011) EPOCH   -  2010.00
 AA5120* NAVD 88 ORTHO HEIGHT -    20.3   (meters)       67.    (feet) GPS OBS
 AA5120  ______________________________________________________________________
 AA5120  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA5120  GEOID HEIGHT    -         -27.43 (meters)                     GEOID93
 AA5120  GEOID HEIGHT    -        -26.707 (meters)                     GEOID18
 AA5120  NAD 83(2011) X  -    761,950.010 (meters)                     COMP
 AA5120  NAD 83(2011) Y  - -5,557,091.286 (meters)                     COMP
 AA5120  NAD 83(2011) Z  -  3,026,054.315 (meters)                     COMP
 AA5120  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 AA5120
 AA5120  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA5120  Standards:
 AA5120         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA5120            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA5120  -------------------------------------------------------------------
 AA5120  NETWORK    0.97   1.29           0.42   0.37   0.66      0.01509951
 AA5120  -------------------------------------------------------------------
 AA5120  Click here for local accuracies and other accuracy information.
 AA5120
 AA5120.The horizontal coordinates were established by GPS observations
 AA5120.and adjusted by the National Geodetic Survey in June 2012.
 AA5120
 AA5120.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA5120.been affixed to the stable North American tectonic plate. See 
 AA5120.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA5120
 AA5120.The horizontal coordinates are valid at the epoch date displayed above
 AA5120.which is a decimal equivalence of Year/Month/Day.
 AA5120
 AA5120.The orthometric height was determined by GPS observations and a
 AA5120.high-resolution geoid model.
 AA5120
 AA5120.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5120.GEOID18 height accuracy estimate available here.
 AA5120
 AA5120.Click photographs - Photos may exist for this station.
 AA5120
 AA5120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA5120
 AA5120.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA5120
 AA5120.The ellipsoidal height was determined by GPS observations
 AA5120.and is referenced to NAD 83.
 AA5120
 AA5120. The following values were computed from the NAD 83(2011) position.
 AA5120
 AA5120;                    North         East     Units Scale Factor Converg.
 AA5120;SPC FL W     -   462,475.271   181,138.174   MT  0.99994557   -0 05 31.1
 AA5120;SPC FL W     - 1,517,304.28    594,284.16   sFT  0.99994557   -0 05 31.1
 AA5120;UTM  17      - 3,154,014.180   383,282.071   MT  0.99976813   -0 34 09.5
 AA5120
 AA5120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA5120!SPC FL W     -   1.00000101  x   0.99994557  =   0.99994658
 AA5120!UTM  17      -   1.00000101  x   0.99976813  =   0.99976914
 AA5120
 AA5120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8328254014(NAD 83)
 AA5120
 AA5120                          SUPERSEDED SURVEY CONTROL
 AA5120
 AA5120  NAD 83(2007)-  28 30 27.37344(N)    082 11 33.65235(W) AD(2002.00) 0
 AA5120  ELLIP H (02/10/07)   -6.390  (m)                       GP(2002.00)    
 AA5120  NAD 83(1999)-  28 30 27.37374(N)    082 11 33.65253(W) AD(       ) 1
 AA5120  ELLIP H (06/19/01)   -6.393  (m)                       GP(       ) 4 1
 AA5120  NAD 83(1990)-  28 30 27.37243(N)    082 11 33.65204(W) AD(       ) 1
 AA5120  ELLIP H (05/31/95)   -6.376  (m)                       GP(       ) 4 1
 AA5120
 AA5120.Superseded values are not recommended for survey control.
 AA5120
 AA5120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA5120.See file dsdata.pdf to determine how the superseded data were derived.
 AA5120
 AA5120_MARKER: DD = SURVEY DISK
 AA5120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5120_STAMPING: 08-94-A03
 AA5120_MARK LOGO: NONE
 AA5120_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5120+STABILITY: SURFACE MOTION
 AA5120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5120+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA5120
 AA5120  HISTORY     - Date     Condition        Report By
 AA5120  HISTORY     - 1994     MONUMENTED       FLDT
 AA5120
 AA5120                          STATION DESCRIPTION
 AA5120
 AA5120'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994
 AA5120'STATION IS LOCATED ABOUT 13.0 MI (20.9 KM) EAST OF BROOKSVILLE, 11.8MI
 AA5120'(19.0 KM) SOUTHWEST OF BUSHNELL AND 31.8 MI (51.2 KM) WEST OG
 AA5120'MASCOTTE, IN HERNANDO COUNTY, FLORIDA.
 AA5120'
 AA5120'TO REACH STATION FROM THE INTERECTION OF STATE ROAD 50 AND INTERSTATE
 AA5120'ROUTE 75, GO EAST ON STATE ROAD 50 FOR 2.9 MI (4.7 KM) TO U. S. ROUTE
 AA5120'98, CONTINUE EAST ON STATE ROAD 50 FOR 0.15 MI (0.24 KM) TO STATION ON
 AA5120'RIGHT. STATION IS 121 FT (36.9 M) SOUTH OF THE CENTERLINE OF STATE
 AA5120'ROAD 50 AND 7.2 FT (2.2 M) NORTH OF A 4' BARBED WIRE FENCE . STATION
 AA5120'IS AN ALUMINUM SURVEY DISK STAMPED 08-94-A03 SET IN THE TOP OF A 15
 AA5120'INCH ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 AA5120'
 AA5120'REFERENCES--
 AA5120'
 AA5120'SET ALUMINUM NAIL AND BRASS DISK (LB4514) IN A 20" OAK SOUTH 28
 AA5120'DEGREES WEST AT 104.1O FT .
 AA5120'
 AA5120'(0.0 M) SET 5/8" CAPPED IRON ROD (LB4514) SOUTH 78 DEGREES WEST AT
 AA5120'24.57 FT (7.49 M) .
 AA5120'
 AA5120'SET 5/8" CAPPED IRON ROD (LB4514) SOUTH 72 DEGREES EAST AT 25.05 FT
 AA5120'(7.64 M) .
 AA5120'
 AA5120'SET CARSONITE WITNESS POST SOUTH 5 DEGREES WEST AT 6.7 FT (2.0 M) .
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0460 ***********************************************************************
 BC0460  DESIGNATION -  5
 BC0460  PID         -  BC0460
 BC0460  STATE/COUNTY-  FL/DUVAL
 BC0460  COUNTRY     -  US
 BC0460  USGS QUAD   -  MAYPORT (2018)
 BC0460
 BC0460                         *CURRENT SURVEY CONTROL
 BC0460  ______________________________________________________________________
 BC0460* NAD 83(1986) POSITION- 30 23 37.     (N) 081 25 28.     (W)   SCALED
 BC0460* NAVD 88 ORTHO HEIGHT -     1.765 (meters)        5.79  (feet) ADJUSTED
 BC0460  ______________________________________________________________________
 BC0460  GEOID HEIGHT    -        -28.555 (meters)                     GEOID18
 BC0460  DYNAMIC HEIGHT  -          1.762 (meters)        5.78  (feet) COMP
 BC0460  MODELED GRAVITY -    979,364.6   (mgal)                       NAVD 88
 BC0460
 BC0460  VERT ORDER      -  FIRST     CLASS II
 BC0460
 BC0460.The horizontal coordinates were scaled from a map and have
 BC0460.an estimated accuracy of +/- 6 seconds.
 BC0460
 BC0460.The orthometric height was determined by differential leveling and
 BC0460.adjusted by the NATIONAL GEODETIC SURVEY
 BC0460.in June 1991.
 BC0460
 BC0460.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0460.GEOID18 height accuracy estimate available here.
 BC0460
 BC0460.Click photographs - Photos may exist for this station.
 BC0460
 BC0460.The dynamic height is computed by dividing the NAVD 88
 BC0460.geopotential number by the normal gravity value computed on the
 BC0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0460.degrees latitude (g = 980.6199 gals.).
 BC0460
 BC0460.The modeled gravity was interpolated from observed gravity values.
 BC0460
 BC0460;                    North         East    Units  Estimated Accuracy
 BC0460;SPC FL E     -   671,580.      159,210.      MT  (+/- 180 meters Scaled)
 BC0460
 BC0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP592624(NAD 83)
 BC0460
 BC0460                          SUPERSEDED SURVEY CONTROL
 BC0460
 BC0460  NGVD 29 (??/??/92)    2.10   (m)            6.9    (f) COMPUTED    1 2
 BC0460
 BC0460.Superseded values are not recommended for survey control.
 BC0460
 BC0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0460.See file dsdata.pdf to determine how the superseded data were derived.
 BC0460
 BC0460_MARKER: DB = BENCH MARK DISK
 BC0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0460+STABILITY: SURFACE MOTION
 BC0460
 BC0460  HISTORY     - Date     Condition        Report By
 BC0460  HISTORY     - UNK      MONUMENTED       BLM
 BC0460  HISTORY     - 1935     GOOD             CGS
 BC0460  HISTORY     - 1970     MARK NOT FOUND   NGS
 BC0460
 BC0460                          STATION DESCRIPTION
 BC0460
 BC0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BC0460'AT MAYPORT.
 BC0460'700 YARDS EAST OF THE INTERSECTION OF OCEAN STREET AND PALMER
 BC0460'AVENUE, 50 PACES EAST OF A DOUBLE 30-INCH CONCRETE-PIPE CULVERT
 BC0460'UNDER AN ASPHALT ROAD, 33 FEET SOUTH OF THE CENTER LINE OF THE
 BC0460'ROAD, AND IN THE NORTHEAST CORNER OF THE ANNA B. DANIEL LOT.  THE
 BC0460'HIGHEST POINT ON THE TOP OF A GRANITE POST PROJECTING 2-1/2 FEET
 BC0460'ABOVE THE GROUND.
 BC0460
 BC0460                          STATION RECOVERY (1970)
 BC0460
 BC0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BC0460'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1415 ***********************************************************************
 AQ1415  DESIGNATION -  5
 AQ1415  PID         -  AQ1415
 AQ1415  STATE/COUNTY-  FL/VOLUSIA
 AQ1415  COUNTRY     -  US
 AQ1415  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1415
 AQ1415                         *CURRENT SURVEY CONTROL
 AQ1415  ______________________________________________________________________
 AQ1415* NAD 83(1986) POSITION- 29 02 19.     (N) 080 54 14.     (W)   SCALED
 AQ1415* NAVD 88 ORTHO HEIGHT -     2.564 (meters)        8.41  (feet) ADJUSTED
 AQ1415  ______________________________________________________________________
 AQ1415  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 AQ1415  DYNAMIC HEIGHT  -          2.561 (meters)        8.40  (feet) COMP
 AQ1415  MODELED GRAVITY -    979,263.1   (mgal)                       NAVD 88
 AQ1415
 AQ1415  VERT ORDER      -  FIRST     CLASS II
 AQ1415
 AQ1415.The horizontal coordinates were scaled from a map and have
 AQ1415.an estimated accuracy of +/- 6 seconds.
 AQ1415
 AQ1415.The orthometric height was determined by differential leveling and
 AQ1415.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1415.in June 1991.
 AQ1415
 AQ1415.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1415.GEOID18 height accuracy estimate available here.
 AQ1415
 AQ1415.Click photographs - Photos may exist for this station.
 AQ1415
 AQ1415.The dynamic height is computed by dividing the NAVD 88
 AQ1415.geopotential number by the normal gravity value computed on the
 AQ1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1415.degrees latitude (g = 980.6199 gals.).
 AQ1415
 AQ1415.The modeled gravity was interpolated from observed gravity values.
 AQ1415
 AQ1415;                    North         East    Units  Estimated Accuracy
 AQ1415;SPC FL E     -   521,310.      209,360.      MT  (+/- 180 meters Scaled)
 AQ1415
 AQ1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN093122(NAD 83)
 AQ1415
 AQ1415                          SUPERSEDED SURVEY CONTROL
 AQ1415
 AQ1415  NGVD 29 (??/??/92)    2.932  (m)            9.62   (f) ADJ UNCH    1 2
 AQ1415
 AQ1415.Superseded values are not recommended for survey control.
 AQ1415
 AQ1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1415.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1415
 AQ1415_MARKER: DD = SURVEY DISK
 AQ1415_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1415_SP_SET: BRIDGE
 AQ1415_STAMPING: 5
 AQ1415_MARK LOGO: FLHD
 AQ1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1415
 AQ1415  HISTORY     - Date     Condition        Report By
 AQ1415  HISTORY     - UNK      MONUMENTED       FLHD
 AQ1415  HISTORY     - 1963     GOOD             CGS
 AQ1415  HISTORY     - 1970     GOOD             NGS
 AQ1415  HISTORY     - 20210319 MARK NOT FOUND   GEOCAC
 AQ1415
 AQ1415                          STATION DESCRIPTION
 AQ1415
 AQ1415'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AQ1415'1.9 MI E FROM NEW SMYRNA BEACH.
 AQ1415'1.9 MILES EAST ALONG STATE HIGHWAY 44 FROM THE INTERSECTION OF
 AQ1415'U.S. HIGHWAY 1 AT NEW SMYRNA BEACH, SET ON THE TOP OF THE NORTH
 AQ1415'END OF THE EAST CONCRETE ABUTMENT OF THE LARGE HIGHWAY BRIDGE
 AQ1415'OVER THE INDIAN RIVER (INTER-COSTAL WATERWAY), 19.5 FEET NORTH
 AQ1415'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE
 AQ1415'LEVEL OF THE BRIDGE FLOOR.  NOTE-- THE FIGURE 5 WAS STAMPED ON
 AQ1415'THE DISK BY THIS PARTY IN 1963.
 AQ1415
 AQ1415                          STATION RECOVERY (1970)
 AQ1415
 AQ1415'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AQ1415'RECOVERED IN GOOD CONDITION.
 AQ1415
 AQ1415                          STATION RECOVERY (2021)
 AQ1415
 AQ1415'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1415'THE BRIDGE AND ITS ABUTMENTS HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5330 ***********************************************************************
 AK5330  DESIGNATION -  5
 AK5330  PID         -  AK5330
 AK5330  STATE/COUNTY-  FL/SEMINOLE
 AK5330  COUNTRY     -  US
 AK5330  USGS QUAD   -  SANFORD (2018)
 AK5330
 AK5330                         *CURRENT SURVEY CONTROL
 AK5330  ______________________________________________________________________
 AK5330* NAD 83(1986) POSITION- 28 50 13.     (N) 081 19 31.     (W)   SCALED
 AK5330* NAVD 88 ORTHO HEIGHT -     4.632 (meters)       15.20  (feet) ADJUSTED
 AK5330  ______________________________________________________________________
 AK5330  GEOID HEIGHT    -        -27.824 (meters)                     GEOID18
 AK5330  DYNAMIC HEIGHT  -          4.625 (meters)       15.17  (feet) COMP
 AK5330  MODELED GRAVITY -    979,244.5   (mgal)                       NAVD 88
 AK5330
 AK5330  VERT ORDER      -  FIRST     CLASS II
 AK5330
 AK5330.The horizontal coordinates were scaled from a map and have
 AK5330.an estimated accuracy of +/- 6 seconds.
 AK5330
 AK5330.The orthometric height was determined by differential leveling and
 AK5330.adjusted by the NATIONAL GEODETIC SURVEY
 AK5330.in June 1991.
 AK5330
 AK5330.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5330.GEOID18 height accuracy estimate available here.
 AK5330
 AK5330.Click photographs - Photos may exist for this station.
 AK5330
 AK5330.The dynamic height is computed by dividing the NAVD 88
 AK5330.geopotential number by the normal gravity value computed on the
 AK5330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5330.degrees latitude (g = 980.6199 gals.).
 AK5330
 AK5330.The modeled gravity was interpolated from observed gravity values.
 AK5330
 AK5330;                    North         East    Units  Estimated Accuracy
 AK5330;SPC FL E     -   499,000.      168,260.      MT  (+/- 180 meters Scaled)
 AK5330
 AK5330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM682899(NAD 83)
 AK5330
 AK5330                          SUPERSEDED SURVEY CONTROL
 AK5330
 AK5330  NGVD 29 (09/01/92)    4.947  (m)           16.23   (f) ADJUSTED    1 2
 AK5330
 AK5330.Superseded values are not recommended for survey control.
 AK5330
 AK5330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5330.See file dsdata.pdf to determine how the superseded data were derived.
 AK5330
 AK5330_MARKER: DD = SURVEY DISK
 AK5330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5330_STAMPING: U.S.E. 5 1935 16 623
 AK5330_MARK LOGO: USACE
 AK5330_PROJECTION: PROJECTING 8 CENTIMETERS
 AK5330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5330+STABILITY: SURFACE MOTION
 AK5330
 AK5330  HISTORY     - Date     Condition        Report By
 AK5330  HISTORY     - 1935     MONUMENTED       USACE
 AK5330  HISTORY     - 1978     GOOD             NGS
 AK5330  HISTORY     - 19950128 MARK NOT FOUND   USPSQD
 AK5330
 AK5330                          STATION DESCRIPTION
 AK5330
 AK5330'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AK5330'0.5 MI NORTH FROM LAKE MONROE.
 AK5330'0.5 MILE NORTH ALONG U.S. HIGHWAY 17 AND 92 FROM THE JUNCTION OF
 AK5330'HIGHWAY 17, 92 AND COUNTY HIGHWAY 15 IN LAKE MONROE TO THE MARK ON
 AK5330'THE LEFT, 5.8 MILES NORTHEAST OF SANFORD.  SET IN TOP OF A CONCRETE
 AK5330'POST 36 FEET SOUTH OF A .U.S. GEOGICAL SURVEY RECORDING STATION,
 AK5330'35.5 FEET NORTH OF A D.O.T. BUILDING, 30 FEET WEST OF THE CENTER
 AK5330'LINE OF HIGHWAY, 27 FEET SOUTHWEST OF THE SOUTH END OF HIGHWAY
 AK5330'BRIDGE OVER ST. JOHNS RIVER, 10 FEET WEST OF A TREE.
 AK5330'THE MARK IS 2 FT BELOW HIGHWAY.
 AK5330
 AK5330                          STATION RECOVERY (1995)
 AK5330
 AK5330'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0173 ***********************************************************************
 AK0173  DESIGNATION -  5
 AK0173  PID         -  AK0173
 AK0173  STATE/COUNTY-  FL/SEMINOLE
 AK0173  COUNTRY     -  US
 AK0173  USGS QUAD   -  SANFORD (2018)
 AK0173
 AK0173                         *CURRENT SURVEY CONTROL
 AK0173  ______________________________________________________________________
 AK0173* NAD 83(1986) POSITION- 28 48 50.     (N) 081 16 05.     (W)   SCALED
 AK0173* NAVD 88 ORTHO HEIGHT -     3.091 (meters)       10.14  (feet) ADJUSTED
 AK0173  ______________________________________________________________________
 AK0173  GEOID HEIGHT    -        -27.849 (meters)                     GEOID18
 AK0173  DYNAMIC HEIGHT  -          3.086 (meters)       10.12  (feet) COMP
 AK0173  MODELED GRAVITY -    979,243.1   (mgal)                       NAVD 88
 AK0173
 AK0173  VERT ORDER      -  FIRST     CLASS II
 AK0173
 AK0173.The horizontal coordinates were scaled from a map and have
 AK0173.an estimated accuracy of +/- 6 seconds.
 AK0173
 AK0173.The orthometric height was determined by differential leveling and
 AK0173.adjusted by the NATIONAL GEODETIC SURVEY
 AK0173.in June 1991.
 AK0173
 AK0173.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0173.GEOID18 height accuracy estimate available here.
 AK0173
 AK0173.Click photographs - Photos may exist for this station.
 AK0173
 AK0173.The dynamic height is computed by dividing the NAVD 88
 AK0173.geopotential number by the normal gravity value computed on the
 AK0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0173.degrees latitude (g = 980.6199 gals.).
 AK0173
 AK0173.The modeled gravity was interpolated from observed gravity values.
 AK0173
 AK0173;                    North         East    Units  Estimated Accuracy
 AK0173;SPC FL E     -   496,430.      173,840.      MT  (+/- 180 meters Scaled)
 AK0173
 AK0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM738873(NAD 83)
 AK0173
 AK0173                          SUPERSEDED SURVEY CONTROL
 AK0173
 AK0173  NGVD 29 (??/??/92)    3.403  (m)           11.16   (f) ADJ UNCH    1 2
 AK0173
 AK0173.Superseded values are not recommended for survey control.
 AK0173
 AK0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0173.See file dsdata.pdf to determine how the superseded data were derived.
 AK0173
 AK0173_MARKER: DD = SURVEY DISK
 AK0173_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 AK0173_MARK LOGO: USACE
 AK0173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK0173
 AK0173  HISTORY     - Date     Condition        Report By
 AK0173  HISTORY     - UNK      MONUMENTED       USACE
 AK0173  HISTORY     - 1960     GOOD             CGS
 AK0173  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AK0173  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK0173  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AK0173  HISTORY     - 20210603 MARK NOT FOUND   GEOCAC
 AK0173
 AK0173                          STATION DESCRIPTION
 AK0173
 AK0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AK0173'AT SANFORD.
 AK0173'AT SANFORD, AT THE INTERSECTION OF N PALMETTO AVENUE AND COMMERCIAL
 AK0173'STREET, 10 1/2 FEET WEST OF THE WEST CURB LINE OF PALMETTO AVENUE,
 AK0173'13 FEET SOUTH OF THE SOUTH CURB LINE OF COMMERCIAL STREET, 10 1/2
 AK0173'FEET NORTHWEST OF A STREET LIGHT POST, IN THE SOUTHEAST CORNER
 AK0173'OF THE SIDEWALK AND TOUCHES BOTH SIDEWALKS, ABOUT LEVEL WITH THE
 AK0173'SIDEWALKS, AND IS A CONCRETE CYLINDER SET IN TERRA-COTTA PIPE
 AK0173'AND MARKED BY THE LETTERS BM IN CONCRETE.
 AK0173
 AK0173                          STATION RECOVERY (1985)
 AK0173
 AK0173'RECOVERY NOTE BY US POWER SQUADRON 1985
 AK0173'MARK NOT FOUND.
 AK0173
 AK0173                          STATION RECOVERY (1988)
 AK0173
 AK0173'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK0173'MARK NOT FOUND.
 AK0173
 AK0173                          STATION RECOVERY (1988)
 AK0173
 AK0173'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AK0173'MARK NOT FOUND.
 AK0173
 AK0173                          STATION RECOVERY (2021)
 AK0173
 AK0173'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK0173'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3546 ***********************************************************************
 BE3546  DESIGNATION -  5
 BE3546  PID         -  BE3546
 BE3546  STATE/COUNTY-  FL/BAY
 BE3546  COUNTRY     -  US
 BE3546  USGS QUAD   -  ALLANTON (2018)
 BE3546
 BE3546                         *CURRENT SURVEY CONTROL
 BE3546  ______________________________________________________________________
 BE3546* NAD 83(1990) POSITION- 30 02 16.69232(N) 085 24 13.12556(W)   ADJUSTED
 BE3546* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 BE3546  ______________________________________________________________________
 BE3546  GEOID HEIGHT    -        -27.615 (meters)                     GEOID18
 BE3546  LAPLACE CORR    -          0.03  (seconds)                    DEFLEC18
 BE3546  HORZ ORDER      -  SECOND
 BE3546
 BE3546.The horizontal coordinates were established by classical geodetic methods
 BE3546.and adjusted by the National Geodetic Survey in May 1991.
 BE3546
 BE3546.The orthometric height was scaled from a topographic map.
 BE3546
 BE3546.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3546.GEOID18 height accuracy estimate available here.
 BE3546
 BE3546.Click photographs - Photos may exist for this station.
 BE3546
 BE3546.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE3546
 BE3546. The following values were computed from the NAD 83(1990) position.
 BE3546
 BE3546;                    North         East     Units Scale Factor Converg.
 BE3546;SPC FL N     -   115,401.462   512,848.957   MT  0.99995096   -0 27 14.8
 BE3546;SPC FL N     -   378,612.96  1,682,571.95   sFT  0.99995096   -0 27 14.8
 BE3546;UTM  16      - 3,324,066.252   653,916.012   MT  0.99989228   +0 47 57.3
 BE3546
 BE3546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3546!SPC FL N     -   1.00000420  x   0.99995096  =   0.99995516
 BE3546!UTM  16      -   1.00000420  x   0.99989228  =   0.99989648
 BE3546
 BE3546:                Primary Azimuth Mark                     Grid Az
 BE3546:SPC FL N     -  14                                       289 28 43.1
 BE3546:UTM  16      -  14                                       288 13 31.0
 BE3546
 BE3546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU5391624066(NAD 83)
 BE3546
 BE3546|---------------------------------------------------------------------|
 BE3546| PID    Reference Object                     Distance      Geod. Az  |
 BE3546|                                                           dddmmss.s |
 BE3546| CW2625 5 RM 1                               18.440 METERS 02251     |
 BE3546| CW2627 5 RM N                                             02252     |
 BE3546| CW2628 5 RM S                                             26404     |
 BE3546| CW2626 5 RM 2                               22.540 METERS 26405     |
 BE3546| BE3542 14                                  APPROX. 3.9 KM 2890128.3 |
 BE3546| BE3540 CHIM                                APPROX. 2.7 KM 3114948.8 |
 BE3546|---------------------------------------------------------------------|
 BE3546
 BE3546                          SUPERSEDED SURVEY CONTROL
 BE3546
 BE3546  NAD 83(1986)-  30 02 16.70260(N)    085 24 13.14057(W) AD(       ) 2
 BE3546  NAD 27      -  30 02 15.97000(N)    085 24 13.42700(W) AD(       ) 2
 BE3546
 BE3546.Superseded values are not recommended for survey control.
 BE3546
 BE3546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3546.See file dsdata.pdf to determine how the superseded data were derived.
 BE3546
 BE3546_MARKER: DB = BENCH MARK DISK
 BE3546_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BE3546
 BE3546  HISTORY     - Date     Condition        Report By
 BE3546  HISTORY     - 1934     MONUMENTED       USACE
 BE3546  HISTORY     - 19950426 MARK NOT FOUND   USPSQD
 BE3546
 BE3546                          STATION DESCRIPTION
 BE3546
 BE3546'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1934 (WDP)
 BE3546'STATION IS LOCATED ON THE S SHORE OF EAST BAY.  ABOUT 3-3/4
 BE3546'MILES E OF FARMDALE.  ABOUT 200 METERS SW OF THE POINT WHERE
 BE3546'WETAPPO RIVER ENTERS THE BAY.  THE ENTRANCE TO SAND RIVER,
 BE3546'LOCALLY KNOWN AS HORSESHOE BAYOU LIES 1 MILE NORTHWARD.  THIS
 BE3546'IS AN OLD STATION ESTABLISHED BY THE UNITED STATES ENGINEERS AND
 BE3546'IS MARKED BY A BRONZE BENCH MARK DISK, STAMPED U.S.E.D. 5, SET
 BE3546'IN THE TOP OF AN IRON PIPE.  THE STATION IS 101 METERS W OF
 BE3546'THE COVE ON THE E.  194 METERS SW OF THE POINT.  AND 54 METERS
 BE3546'E OF THE W COVE.
 BE3546'
 BE3546'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 BE3546'CONCRETE, IN THE TOP OF A TILE.
 BE3546'
 BE3546'REFERENCE MARK NO. 1, 1934 IS N OF THE STATION.  PROJECTS 4
 BE3546'INCHES.  STAMPED U.S.E.D. 5, 1934 NO. 1.  REFERENCE MARK NO. 2,
 BE3546'1934 IS W OF THE STATION.  PROJECTS 4 INCHES.  STAMPED U.S.E.D. 5,
 BE3546'1934 NO. 2.
 BE3546'
 BE3546'HEIGHT OF LIGHT ABOVE STATION MARK 20 METERS.
 BE3546
 BE3546                          STATION RECOVERY (1995)
 BE3546
 BE3546'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE3546'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4366 ***********************************************************************
 BG4366  DESIGNATION -  5
 BG4366  PID         -  BG4366
 BG4366  STATE/COUNTY-  FL/OKALOOSA
 BG4366  COUNTRY     -  US
 BG4366  USGS QUAD   -  FORT WALTON BEACH (2018)
 BG4366
 BG4366                         *CURRENT SURVEY CONTROL
 BG4366  ______________________________________________________________________
 BG4366* NAD 83(1990) POSITION- 30 24 14.40773(N) 086 35 57.70924(W)   ADJUSTED
 BG4366* NAVD 88 ORTHO HEIGHT -     2.    (meters)        7.    (feet) SCALED
 BG4366  ______________________________________________________________________
 BG4366  GEOID HEIGHT    -        -27.261 (meters)                     GEOID18
 BG4366  LAPLACE CORR    -         -0.67  (seconds)                    DEFLEC18
 BG4366  HORZ ORDER      -  THIRD
 BG4366
 BG4366.The horizontal coordinates were established by classical geodetic methods
 BG4366.and adjusted by the National Geodetic Survey in December 1992.
 BG4366
 BG4366.The orthometric height was scaled from a topographic map.
 BG4366
 BG4366.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4366.GEOID18 height accuracy estimate available here.
 BG4366
 BG4366.Click photographs - Photos may exist for this station.
 BG4366
 BG4366.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG4366
 BG4366. The following values were computed from the NAD 83(1990) position.
 BG4366
 BG4366;                    North         East     Units Scale Factor Converg.
 BG4366;SPC FL N     -   157,488.135   398,285.796   MT  0.99995693   -1 03 17.9
 BG4366;SPC FL N     -   516,692.32  1,306,709.32   sFT  0.99995693   -1 03 17.9
 BG4366;UTM  16      - 3,363,621.535   538,483.127   MT  0.99961827   +0 12 09.9
 BG4366
 BG4366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4366!SPC FL N     -   1.00000399  x   0.99995693  =   0.99996092
 BG4366!UTM  16      -   1.00000399  x   0.99961827  =   0.99962226
 BG4366
 BG4366:                Primary Azimuth Mark                     Grid Az
 BG4366:SPC FL N     -  SILVER TOWER 1934                        216 01 03.6
 BG4366:UTM  16      -  SILVER TOWER 1934                        214 45 35.8
 BG4366
 BG4366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU3848363621(NAD 83)
 BG4366
 BG4366|---------------------------------------------------------------------|
 BG4366| PID    Reference Object                     Distance      Geod. Az  |
 BG4366|                                                           dddmmss.s |
 BG4366| CW2625 5 RM 1                               26.175 METERS 06153     |
 BG4366| BG4351 SANTA ROSA SOUND FRONT RNG BCN      APPROX. 0.6 KM 1242242.5 |
 BG4366| BG4350 4                                   435.328 METERS 1450218.5 |
 BG4366| BG4368 SANTA ROSA SOUND REAR RNG BCN       366.435 METERS 16836     |
 BG4366| BG4363 SILVER TOWER 1934                   APPROX. 1.1 KM 2145745.7 |
 BG4366| CW2626 5 RM 2                               26.391 METERS 32804     |
 BG4366|---------------------------------------------------------------------|
 BG4366
 BG4366                          SUPERSEDED SURVEY CONTROL
 BG4366
 BG4366  NAD 83(1990)-  30 24 14.40868(N)    086 35 57.71103(W) AD(       ) 3
 BG4366  NAD 83(1986)-  30 24 14.42816(N)    086 35 57.71740(W) AD(       ) 3
 BG4366  NAD 27      -  30 24 13.70600(N)    086 35 57.88800(W) AD(       ) 3
 BG4366
 BG4366.Superseded values are not recommended for survey control.
 BG4366
 BG4366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4366.See file dsdata.pdf to determine how the superseded data were derived.
 BG4366
 BG4366_MARKER: DS = TRIANGULATION STATION DISK
 BG4366_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BG4366_MARK LOGO: CGS
 BG4366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4366
 BG4366  HISTORY     - Date     Condition        Report By
 BG4366  HISTORY     - 1934     MONUMENTED       CGS
 BG4366  HISTORY     - 1946     GOOD             CGS
 BG4366
 BG4366                          STATION DESCRIPTION
 BG4366
 BG4366'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BG4366'THE STATION IS ON THE N BANK OF SANTA ROSA SOUND APPROXIMATELY
 BG4366'800 FEET E OF THE N END OF BROOKS BRIDGE ACROSS THE NARROWS, JUST
 BG4366'E OF FORT WALTON, FLORIDA.  IT IS IN AN OPEN LOT 0.26 METER W OF
 BG4366'THE W FENCE LINE SURROUNDING THE PROPERTY OF CHARLES WELLMAN,
 BG4366'AND 8 METERS N OF THE EDGE OF THE BANK OF SANTA ROSA SOUND.  IT
 BG4366'IS 8 METERS SE OF A SMALL CLUMP OF PALMETTOS.
 BG4366'
 BG4366'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 BG4366'DISKS IN TILE.
 BG4366'
 BG4366'REFERENCE MARK NO. 1 IS 0.2 METER W OF THE W FENCE LINE
 BG4366'SURROUNDING THE PROPERTY OF CHARLES WELLMAN AND 28 METERS N OF
 BG4366'THE WATERS EDGE.  REFERENCE MARK NO. 2 IS 0.33 METER N OF THE
 BG4366'N BANK OF SANTA ROSA SOUND IN AN OPEN LOT AND 40 METERS W OF
 BG4366'THE FENCE LINE SURROUNDING THE ABOVE MENTIONED PROPERTY.
 BG4366
 BG4366                          STATION RECOVERY (1946)
 BG4366
 BG4366'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (ELJ)
 BG4366'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 BG4366'ADEQUATE.  DISTANCES TO REFERENCE MARK 1 WAS MEASURED AND FOUND
 BG4366'TO BE CORRECT.  REFERENCE MARK 2 WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ7112 ***********************************************************************
 DJ7112  DESIGNATION -  5
 DJ7112  PID         -  DJ7112
 DJ7112  STATE/COUNTY-  FL/MANATEE
 DJ7112  COUNTRY     -  US
 DJ7112  USGS QUAD   -  MYAKKA CITY (2018)
 DJ7112
 DJ7112                         *CURRENT SURVEY CONTROL
 DJ7112  ______________________________________________________________________
 DJ7112* NAD 83(1986) POSITION- 27 17 25.3    (N) 082 14 44.7    (W)   HD_HELD2
 DJ7112* NAVD 88 ORTHO HEIGHT -     6.566 (meters)       21.54  (feet) ADJUSTED
 DJ7112  ______________________________________________________________________
 DJ7112  GEOID HEIGHT    -        -24.480 (meters)                     GEOID18
 DJ7112  DYNAMIC HEIGHT  -          6.556 (meters)       21.51  (feet) COMP
 DJ7112  MODELED GRAVITY -    979,122.2   (mgal)                       NAVD 88
 DJ7112
 DJ7112  VERT ORDER      -  SECOND    CLASS I
 DJ7112
 DJ7112.The horizontal coordinates were established by autonomous hand held GPS
 DJ7112.observations and have an estimated accuracy of +/- 10 meters.
 DJ7112
 DJ7112.The orthometric height was determined by differential leveling and
 DJ7112.adjusted by the NATIONAL GEODETIC SURVEY
 DJ7112.in May 2008.
 DJ7112
 DJ7112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ7112.GEOID18 height accuracy estimate available here.
 DJ7112
 DJ7112.Click photographs - Photos may exist for this station.
 DJ7112
 DJ7112.The dynamic height is computed by dividing the NAVD 88
 DJ7112.geopotential number by the normal gravity value computed on the
 DJ7112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7112.degrees latitude (g = 980.6199 gals.).
 DJ7112
 DJ7112.The modeled gravity was interpolated from observed gravity values.
 DJ7112
 DJ7112;                    North         East    Units  Estimated Accuracy
 DJ7112;SPC FL W     -   327,600.      175,672.      MT  (+/- 10 meters HH2 GPS)
 DJ7112
 DJ7112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7671619210(NAD 83)
 DJ7112
 DJ7112                          SUPERSEDED SURVEY CONTROL
 DJ7112
 DJ7112.No superseded survey control is available for this station.
 DJ7112
 DJ7112_MARKER: DD = SURVEY DISK
 DJ7112_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ7112_SP_SET: BRIDGE ABUTMENT
 DJ7112_STAMPING: 5
 DJ7112_MARK LOGO: FL-081
 DJ7112_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ7112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ7112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ7112+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2006
 DJ7112
 DJ7112  HISTORY     - Date     Condition        Report By
 DJ7112  HISTORY     - UNK      MONUMENTED       FL-081
 DJ7112  HISTORY     - 20060331 GOOD             FLDEP
 DJ7112  HISTORY     - 20120730 GOOD             FL-081
 DJ7112  HISTORY     - 20201028 GOOD             FL-081
 DJ7112
 DJ7112                          STATION DESCRIPTION
 DJ7112
 DJ7112'DESCRIBED BY FL DEPT OF ENV PRO 2006 (BPJ)
 DJ7112'THE MARK IS ABOUT 5.4 MI SOUTHWEST OF MYAKKA CITY, IN SECTION 6,
 DJ7112'TOWNSHIP 37 SOUTH, RANGE  21 EAST.
 DJ7112'
 DJ7112'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO EAST ON
 DJ7112'STATE ROAD 70 FOR 0.8  MI TO THE JUNCTION OF M AND J ROAD ON THE
 DJ7112'RIGHT, TURN RIGHT ON M AND J ROAD AND GO  SOUTH FOR 5.9 MI TO THE
 DJ7112'T-JUNCTION OF CLAY GULLY ROAD, TURN RIGHT ON CLAY GULLY ROAD AND  GO
 DJ7112'WEST FOR 3.6 MI TO THE WEST END OF THE CLAY GULLEY CREEK BRIDGE AND
 DJ7112'THE MARK ON THE  LEFT, SET FLUSH IN THE TOP OF THE SOUTHWEST CONCRETE
 DJ7112'BRIDGE ABUTMENT LEVEL WITH CLAY  GULLY ROAD.
 DJ7112'
 DJ7112'LOCATED 37.8 FT WEST OF THE APPROXIMATE CENTER OF THE BRIDGE SPAN,
 DJ7112'15.5 FT SOUTH OF THE  APPROXIMATE CENTERLINE OF CLAY GULLY ROAD AND
 DJ7112'3.3 FT SOUTH OF A METAL GUARDRAIL.
 DJ7112
 DJ7112                          STATION RECOVERY (2012)
 DJ7112
 DJ7112'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KW)
 DJ7112'RECOVERED IN GOOD CONDITION.
 DJ7112
 DJ7112                          STATION RECOVERY (2020)
 DJ7112
 DJ7112'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 DJ7112'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2919 ***********************************************************************
 AD2919  DESIGNATION -  5 15.595
 AD2919  PID         -  AD2919
 AD2919  STATE/COUNTY-  FL/PALM BEACH
 AD2919  COUNTRY     -  US
 AD2919  USGS QUAD   -  RIVIERA BEACH (2018)
 AD2919
 AD2919                         *CURRENT SURVEY CONTROL
 AD2919  ______________________________________________________________________
 AD2919* NAD 83(1986) POSITION- 26 49 02.     (N) 080 04 52.     (W)   SCALED
 AD2919* NAVD 88 ORTHO HEIGHT -     4.264 (meters)       13.99  (feet) ADJUSTED
 AD2919  ______________________________________________________________________
 AD2919  GEOID HEIGHT    -        -26.834 (meters)                     GEOID18
 AD2919  DYNAMIC HEIGHT  -          4.258 (meters)       13.97  (feet) COMP
 AD2919  MODELED GRAVITY -    979,109.8   (mgal)                       NAVD 88
 AD2919
 AD2919  VERT ORDER      -  FIRST     CLASS I
 AD2919
 AD2919.The horizontal coordinates were scaled from a map and have
 AD2919.an estimated accuracy of +/- 6 seconds.
 AD2919
 AD2919.The orthometric height was determined by differential leveling and
 AD2919.adjusted by the NATIONAL GEODETIC SURVEY
 AD2919.in June 1991.
 AD2919
 AD2919.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2919.GEOID18 height accuracy estimate available here.
 AD2919
 AD2919.Click photographs - Photos may exist for this station.
 AD2919
 AD2919.The dynamic height is computed by dividing the NAVD 88
 AD2919.geopotential number by the normal gravity value computed on the
 AD2919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2919.degrees latitude (g = 980.6199 gals.).
 AD2919
 AD2919.The modeled gravity was interpolated from observed gravity values.
 AD2919
 AD2919;                    North         East    Units  Estimated Accuracy
 AD2919;SPC FL E     -   275,480.      291,350.      MT  (+/- 180 meters Scaled)
 AD2919
 AD2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913665(NAD 83)
 AD2919
 AD2919                          SUPERSEDED SURVEY CONTROL
 AD2919
 AD2919  NGVD 29 (??/??/92)    4.721  (m)           15.49   (f) ADJ UNCH    1 1
 AD2919
 AD2919.Superseded values are not recommended for survey control.
 AD2919
 AD2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2919.See file dsdata.pdf to determine how the superseded data were derived.
 AD2919
 AD2919_MARKER: DD = SURVEY DISK
 AD2919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2919_SP_SET: ABUTMENT
 AD2919_STAMPING: 5 15.595
 AD2919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2919
 AD2919  HISTORY     - Date     Condition        Report By
 AD2919  HISTORY     - UNK      MONUMENTED       FLHD
 AD2919  HISTORY     - 1965     GOOD             CGS
 AD2919  HISTORY     - 1973     GOOD             NGS
 AD2919  HISTORY     - 19910117 MARK NOT FOUND   NGS
 AD2919  HISTORY     - 20020306 MARK NOT FOUND   USPSQD
 AD2919  HISTORY     - 20030310 MARK NOT FOUND   USPSQD
 AD2919  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 AD2919
 AD2919                          STATION DESCRIPTION
 AD2919
 AD2919'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2919'1.4 MI N FROM LAKE PEARL.
 AD2919'ABOUT 1.35 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2919'THE CROSSING OF PARK AVENUE AT LAKE PARK, 0.1 MILE NORTH OF
 AD2919'MILEPOST 292, NEAR RAILWAY TRESTLE NO. 291+86, SET ON THE TOP
 AD2919'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE ABUTMENT OF A
 AD2919'160 FOOT BRIDGE OVER A CANAL FOR STATE HIGHWAY A 1 A ALTERNATE,
 AD2919'98.5 FEET NORTHEAST OF AND ACROSS THE HIGHWAY FROM THE NORTHEAST
 AD2919'RAIL, 18 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY AND
 AD2919'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AD2919
 AD2919                          STATION RECOVERY (1973)
 AD2919
 AD2919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2919'RECOVERED IN GOOD CONDITION.
 AD2919
 AD2919                          STATION RECOVERY (1991)
 AD2919
 AD2919'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD2919'THERE IS A NEW BRIDGE AT THE DESCRIBED LOCATION.  ASSUMED DESTROYED.
 AD2919
 AD2919                          STATION RECOVERY (2002)
 AD2919
 AD2919'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2919'FOOT BRIDGE NO LONGER EXISTS.
 AD2919
 AD2919                          STATION RECOVERY (2003)
 AD2919
 AD2919'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2919'MARK NOT FOUND.
 AD2919
 AD2919                          STATION RECOVERY (2004)
 AD2919
 AD2919'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD2919'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH9564 ***********************************************************************
 DH9564  DESIGNATION -  5 CMP
 DH9564  PID         -  DH9564
 DH9564  STATE/COUNTY-  FL/SUMTER
 DH9564  COUNTRY     -  US
 DH9564  USGS QUAD   -  OXFORD (2018)
 DH9564
 DH9564                         *CURRENT SURVEY CONTROL
 DH9564  ______________________________________________________________________
 DH9564* NAD 83(1986) POSITION- 28 53 44.     (N) 082 02 13.     (W)   SCALED
 DH9564* NAVD 88 ORTHO HEIGHT -    28.272 (meters)       92.76  (feet) ADJUSTED
 DH9564  ______________________________________________________________________
 DH9564  GEOID HEIGHT    -        -27.482 (meters)                     GEOID18
 DH9564  DYNAMIC HEIGHT  -         28.232 (meters)       92.62  (feet) COMP
 DH9564  MODELED GRAVITY -    979,235.8   (mgal)                       NAVD 88
 DH9564
 DH9564  VERT ORDER      -  FIRST     CLASS II
 DH9564
 DH9564.The horizontal coordinates were scaled from a map and have
 DH9564.an estimated accuracy of +/- 6 seconds.
 DH9564
 DH9564.The orthometric height was determined by differential leveling and
 DH9564.adjusted by the NATIONAL GEODETIC SURVEY
 DH9564.in September 2007.
 DH9564
 DH9564.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9564.GEOID18 height accuracy estimate available here.
 DH9564
 DH9564.Click photographs - Photos may exist for this station.
 DH9564
 DH9564.The dynamic height is computed by dividing the NAVD 88
 DH9564.geopotential number by the normal gravity value computed on the
 DH9564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9564.degrees latitude (g = 980.6199 gals.).
 DH9564
 DH9564.The modeled gravity was interpolated from observed gravity values.
 DH9564
 DH9564;                    North         East    Units  Estimated Accuracy
 DH9564;SPC FL W     -   505,460.      196,400.      MT  (+/- 180 meters Scaled)
 DH9564
 DH9564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM988968(NAD 83)
 DH9564
 DH9564                          SUPERSEDED SURVEY CONTROL
 DH9564
 DH9564.No superseded survey control is available for this station.
 DH9564
 DH9564_MARKER: DD = SURVEY DISK
 DH9564_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DH9564_STAMPING: 5 CMP 1965 94 FT.
 DH9564_MARK LOGO: USGS
 DH9564_PROJECTION: RECESSED 3 CENTIMETERS
 DH9564_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH9564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9564+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2004
 DH9564
 DH9564  HISTORY     - Date     Condition        Report By
 DH9564  HISTORY     - 1965     MONUMENTED       USGS
 DH9564  HISTORY     - 20040511 GOOD             FLDEP
 DH9564  HISTORY     - 20110510 MARK NOT FOUND   FLDEP
 DH9564
 DH9564                          STATION DESCRIPTION
 DH9564
 DH9564'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BPJ)
 DH9564'THE MARK IS ABOUT 2.45 MI NORTH OF WILDWOOD, 2.2 MI SOUTH OF OXFORD,
 DH9564'IN SECTION 29,  TOWNSHIP 18 SOUTH, RANGE 23 EAST.
 DH9564'
 DH9564'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND COUNTY
 DH9564'ROAD 466A (ALSO  KNOWN AS CLEVELAND AVENUE) IN WILDWOOD, GO NORTH ON
 DH9564'U.S. HIGHWAY 301 FOR 2.1 MI TO THE  MARK ON THE RIGHT.  THE MARK CAN
 DH9564'ALSO BE REACHED FROM THE INTERSECTION OF COUNTY ROAD  466 AND U.S.
 DH9564'HIGHWAY 301 IN OXFORD, GO SOUTH ON U.S. HIGHWAY 301 FOR 2.1 MI TO THE
 DH9564'MARK ON  THE LEFT, SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE
 DH9564'MONUMENT RECESSED 0.1 FT BELOW  THE LEVEL OF THE GROUND AND ABOUT 3.0
 DH9564'FT ABOVE THE LEVEL OF U.S. HIGHWAY 301.
 DH9564'
 DH9564'LOCATED 161.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF NORTHEAST 95TH
 DH9564'ROAD, 42.8 FT  EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 301,
 DH9564'11.6 FT SOUTH OF POWER POLE  NUMBER 506811, 2.5 FT SOUTH OF A SPRINT
 DH9564'TELEPHONE CABLE PEDESTAL NUMBER 14379 AND 0.8 FT  WEST OF A CARSONITE
 DH9564'WITNESS POST.
 DH9564'
 DH9564'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DH9564
 DH9564                          STATION RECOVERY (2011)
 DH9564
 DH9564'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (PBM)
 DH9564'NOT RECOVERED.  THE ROADWAY HAS BEEN WIDENED AND THE DISTANCE FALLS IN
 DH9564'THE PAVED AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG3629 ***********************************************************************
 BG3629  DESIGNATION -  5 CMP USGS
 BG3629  PID         -  BG3629
 BG3629  STATE/COUNTY-  FL/ESCAMBIA
 BG3629  COUNTRY     -  US
 BG3629  USGS QUAD   -  PERDIDO BAY (2018)
 BG3629
 BG3629                         *CURRENT SURVEY CONTROL
 BG3629  ______________________________________________________________________
 BG3629* NAD 83(1986) POSITION- 30 19 08.     (N) 087 25 31.     (W)   SCALED
 BG3629* NAVD 88 ORTHO HEIGHT -     4.388 (meters)       14.40  (feet) ADJUSTED
 BG3629* NAVD 88 EPOCH        -  2009.55
 BG3629  **This station is located in a suspected subsidence area (see below).
 BG3629  ______________________________________________________________________
 BG3629  GEOID HEIGHT    -        -27.507 (meters)                     GEOID18
 BG3629  DYNAMIC HEIGHT  -          4.382 (meters)       14.38  (feet) COMP
 BG3629  MODELED GRAVITY -    979,336.8   (mgal)                       NAVD 88
 BG3629
 BG3629  VERT ORDER      -  SECOND    CLASS I
 BG3629
 BG3629.The horizontal coordinates were scaled from a map and have
 BG3629.an estimated accuracy of +/- 6 seconds.
 BG3629
 BG3629.** This station is in an area of known vertical motion.  Due to the
 BG3629.** variability of land subsidence, uplift, and crustal motion, NGS has,
 BG3629.** determined the orthometric heights for marks in these suspect
 BG3629.** subsidence areas should be considered valid only at the epoch date
 BG3629.** associated with the orthometric height.  These heights must always
 BG3629.** be validated when used as control.  All previously superseded
 BG3629.** orthometric heights are now considered suspect and are available
 BG3629.** in the superseded section.  NGS does not recommend using suspect
 BG3629.** or superseded heights as control.
 BG3629
 BG3629.The orthometric height was determined by differential leveling and
 BG3629.adjusted by the NATIONAL GEODETIC SURVEY
 BG3629.in July 2012.
 BG3629
 BG3629.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG3629.GEOID18 height accuracy estimate available here.
 BG3629
 BG3629.Click photographs - Photos may exist for this station.
 BG3629
 BG3629.The dynamic height is computed by dividing the NAVD 88
 BG3629.geopotential number by the normal gravity value computed on the
 BG3629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG3629.degrees latitude (g = 980.6199 gals.).
 BG3629
 BG3629.The modeled gravity was interpolated from observed gravity values.
 BG3629
 BG3629;                    North         East    Units  Estimated Accuracy
 BG3629;SPC FL N     -   149,810.      318,700.      MT  (+/- 180 meters Scaled)
 BG3629
 BG3629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU591541(NAD 83)
 BG3629
 BG3629                          SUPERSEDED SURVEY CONTROL
 BG3629
 BG3629  NAVD 88 (06/15/91)    4.401  (m)           14.44   (f) SUPERSEDED  2 1
 BG3629
 BG3629.Superseded values are not recommended for survey control.
 BG3629
 BG3629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3629.See file dsdata.pdf to determine how the superseded data were derived.
 BG3629
 BG3629_MARKER: DB = BENCH MARK DISK
 BG3629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3629_STAMPING: 15 5 CMP 1965
 BG3629_MARK LOGO: USGS
 BG3629_PROJECTION: PROJECTING 10 CENTIMETERS
 BG3629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG3629+STABILITY: SURFACE MOTION
 BG3629
 BG3629  HISTORY     - Date     Condition        Report By
 BG3629  HISTORY     - 1965     MONUMENTED       USGS
 BG3629  HISTORY     - 1984     GOOD             FLDNR
 BG3629  HISTORY     - 20030608 MARK NOT FOUND   USPSQD
 BG3629
 BG3629                          STATION DESCRIPTION
 BG3629
 BG3629'DESCRIBED BY FL DEPT OF NAT RES 1984
 BG3629'IN PERDIDO BAY.
 BG3629'IN PERDIDO BAY, NEAR INTERSECTION OF STATE ROAD 292 AND COUNTY ROAD
 BG3629'292 A, 144.5 FEET WEST OF THE INTERSECTION, 18 FEET SOUTH OF THE
 BG3629'CENTERLINE OF THE COUNTY ROAD, 3.7 FEET EAST OF A TELEPHONE POLE, AND
 BG3629'0.5 FOOT WEST OF A WITNESS POST.
 BG3629'THE MARK IS ABOVE LEVEL WITH ROAD.
 BG3629
 BG3629                          STATION RECOVERY (2003)
 BG3629
 BG3629'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG3629'AT THIS LOCATION THERE IS NO TELEPHONE POLE AND NO WITNESS POST OR
 BG3629'SIGN. THE MARK MAY BE AT THE LOCATION UNDER ASPHALT OR DESTROYED.THE
 BG3629'ROAD HAS BEEN WIDENED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6733 ***********************************************************************
 DE6733  DESIGNATION -  5 N
 DE6733  PID         -  DE6733
 DE6733  STATE/COUNTY-  FL/VOLUSIA
 DE6733  COUNTRY     -  US
 DE6733  USGS QUAD   -  PIERSON (2018)
 DE6733
 DE6733                         *CURRENT SURVEY CONTROL
 DE6733  ______________________________________________________________________
 DE6733* NAD 83(1986) POSITION- 29 12 08.2    (N) 081 22 38.4    (W)   HD_HELD2
 DE6733* NAVD 88 ORTHO HEIGHT -     6.702 (meters)       21.99  (feet) ADJUSTED
 DE6733  ______________________________________________________________________
 DE6733  GEOID HEIGHT    -        -28.357 (meters)                     GEOID18
 DE6733  DYNAMIC HEIGHT  -          6.692 (meters)       21.96  (feet) COMP
 DE6733  MODELED GRAVITY -    979,252.8   (mgal)                       NAVD 88
 DE6733
 DE6733  VERT ORDER      -  FIRST     CLASS II
 DE6733
 DE6733.The horizontal coordinates were established by autonomous hand held GPS
 DE6733.observations and have an estimated accuracy of +/- 10 meters.
 DE6733
 DE6733.The orthometric height was determined by differential leveling and
 DE6733.adjusted by the NATIONAL GEODETIC SURVEY
 DE6733.in January 2011.
 DE6733
 DE6733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6733.GEOID18 height accuracy estimate available here.
 DE6733
 DE6733.Click photographs - Photos may exist for this station.
 DE6733
 DE6733.The dynamic height is computed by dividing the NAVD 88
 DE6733.geopotential number by the normal gravity value computed on the
 DE6733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6733.degrees latitude (g = 980.6199 gals.).
 DE6733
 DE6733.The modeled gravity was interpolated from observed gravity values.
 DE6733
 DE6733;                    North         East    Units  Estimated Accuracy
 DE6733;SPC FL E     -   539,508.      163,307.      MT  (+/- 10 meters HH2 GPS)
 DE6733
 DE6733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN6331930455(NAD 83)
 DE6733
 DE6733                          SUPERSEDED SURVEY CONTROL
 DE6733
 DE6733  NAVD 88 (05/04/04)    6.696  (m)           21.97   (f) SUPERSEDED  2 1
 DE6733
 DE6733.Superseded values are not recommended for survey control.
 DE6733
 DE6733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6733.See file dsdata.pdf to determine how the superseded data were derived.
 DE6733
 DE6733_MARKER: DD = SURVEY DISK
 DE6733_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE6733_STAMPING: 5 N 1962 23
 DE6733_MARK LOGO: USGS
 DE6733_PROJECTION: PROJECTING 13 CENTIMETERS
 DE6733_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6733_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6733+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2005
 DE6733
 DE6733  HISTORY     - Date     Condition        Report By
 DE6733  HISTORY     - 1962     MONUMENTED       USGS
 DE6733  HISTORY     - 19990127 GOOD             FLDEP
 DE6733  HISTORY     - 20050502 GOOD             FLDEP
 DE6733  HISTORY     - 20060110 GOOD             USPSQD
 DE6733  HISTORY     - 20080415 GOOD             FLDEP
 DE6733
 DE6733                          STATION DESCRIPTION
 DE6733
 DE6733'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6733'THE MARK IS ABOUT 19.9 MI (32.0 KM) SOUTHWEST OF ORMOND BEACH, 2.9 MI
 DE6733'(4.7 KM) NORTHEAST OF BARBERVILLE ON STATE ROAD 40 IN SECTION 15,
 DE6733'TOWNSHIP 15 SOUTH, RANGE 29 EAST.
 DE6733'
 DE6733'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DE6733'ROAD 40 IN BARBERVILLE, GO EASTERLY ON STATE ROAD 40 FOR 2.85 MI
 DE6733'(4.59 KM) TO THE JUNCTION OF STILL ROAD (A DIRT ROAD LEADING NORTH)
 DE6733'ON THE LEFT AND THE MARK ON THE LEFT.
 DE6733'
 DE6733'IT IS SET IN THE TOP OF A 0.6 FT (18.3 CM) X 0.6 FT (18.3 CM)
 DE6733'PREFABRICATED CONCRETE POST PROJECTING 0.4 FT (12.2 CM) ABOVE THE
 DE6733'LEVEL OF THE GROUND AND ABOUT LEVEL WITH STATE ROAD 40.  LOCATED 69.4
 DE6733'FT (21.2 M) NORTH-NORTHWEST OF THE CENTERLINE OF STATE ROAD 40, 35.0
 DE6733'FT (10.7 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A DIRT
 DE6733'ROAD LEADING NORTH, 12.3 FT (3.7 M) SOUTH OF POWER POLE NUMBER
 DE6733'793967F110 WITH 3 GUY WIRES ATTACHED AND 1.6 FT (0.5 M) SOUTHEAST OF A
 DE6733'METAL WITNESS POST.
 DE6733
 DE6733                          STATION RECOVERY (2005)
 DE6733
 DE6733'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 DE6733'RECOVERED IN GOOD CONDITION.
 DE6733
 DE6733                          STATION RECOVERY (2006)
 DE6733
 DE6733'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE6733'RECOVERED IN GOOD CONDITION.
 DE6733
 DE6733                          STATION RECOVERY (2008)
 DE6733
 DE6733'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (MLS)
 DE6733'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5182 ***********************************************************************
 AG5182  DESIGNATION -  5 RAK USGS
 AG5182  PID         -  AG5182
 AG5182  STATE/COUNTY-  FL/MANATEE
 AG5182  COUNTRY     -  US
 AG5182  USGS QUAD   -  PALMETTO (2018)
 AG5182
 AG5182                         *CURRENT SURVEY CONTROL
 AG5182  ______________________________________________________________________
 AG5182* NAD 83(1986) POSITION- 27 31 14.     (N) 082 31 39.     (W)   SCALED
 AG5182* NAVD 88 ORTHO HEIGHT -     2.512 (meters)        8.24  (feet) ADJUSTED
 AG5182  ______________________________________________________________________
 AG5182  GEOID HEIGHT    -        -24.557 (meters)                     GEOID18
 AG5182  DYNAMIC HEIGHT  -          2.509 (meters)        8.23  (feet) COMP
 AG5182  MODELED GRAVITY -    979,140.8   (mgal)                       NAVD 88
 AG5182
 AG5182  VERT ORDER      -  FIRST     CLASS I
 AG5182
 AG5182.The horizontal coordinates were scaled from a map and have
 AG5182.an estimated accuracy of +/- 6 seconds.
 AG5182
 AG5182.The orthometric height was determined by differential leveling and
 AG5182.adjusted by the NATIONAL GEODETIC SURVEY
 AG5182.in June 1991.
 AG5182
 AG5182.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5182.GEOID18 height accuracy estimate available here.
 AG5182
 AG5182.Click photographs - Photos may exist for this station.
 AG5182
 AG5182.The dynamic height is computed by dividing the NAVD 88
 AG5182.geopotential number by the normal gravity value computed on the
 AG5182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5182.degrees latitude (g = 980.6199 gals.).
 AG5182
 AG5182.The modeled gravity was interpolated from observed gravity values.
 AG5182
 AG5182;                    North         East    Units  Estimated Accuracy
 AG5182;SPC FL W     -   353,190.      147,890.      MT  (+/- 180 meters Scaled)
 AG5182
 AG5182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL491450(NAD 83)
 AG5182
 AG5182                          SUPERSEDED SURVEY CONTROL
 AG5182
 AG5182  NGVD 29 (??/??/92)    2.813  (m)            9.23   (f) ADJ UNCH    1 1
 AG5182
 AG5182.Superseded values are not recommended for survey control.
 AG5182
 AG5182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5182.See file dsdata.pdf to determine how the superseded data were derived.
 AG5182
 AG5182_MARKER: DD = SURVEY DISK
 AG5182_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG5182_SP_SET: CONCRETE BASE
 AG5182_STAMPING: 5 RAK 1962 9
 AG5182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5182
 AG5182  HISTORY     - Date     Condition        Report By
 AG5182  HISTORY     - 1962     MONUMENTED       USGS
 AG5182  HISTORY     - 1966     GOOD             CGS
 AG5182  HISTORY     - 20090810 MARK NOT FOUND   INDIV
 AG5182
 AG5182                          STATION DESCRIPTION
 AG5182
 AG5182'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG5182'AT ELLENTON.
 AG5182'AT ELLENTON, ABOUT 0.1 MILE WEST ALONG U.S. HIGHWAY 301 FROM
 AG5182'THE POST OFFICE, THENCE ABOUT 0.05 MILE SOUTH ALONG CHURCH
 AG5182'STREET, NEAR THE INTERSECTION OF CHURCH AND CEDAR STREETS, 52.0
 AG5182'FEET SOUTH OF THE SOUTHWEST CORNER OF THE ELLENTON FIRE DEPT.
 AG5182'BUILDING, 36.0 FEET NORTH OF THE CENTER LINE OF CEDAR STREET,
 AG5182'70.0 FEET WEST OF THE CENTER LINE OF CHURCH STREET, 197.0 FEET
 AG5182'NORTH OF AND ACROSS CEDAR STREET FROM NORTHEAST CORNER OF
 AG5182'ELLENTON GRADE SCHOOL, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE
 AG5182'STREETS AND IN THE TOP OF THE SOUTHWEST CORNER OF THE SOUTHWEST
 AG5182'ONE OF FOUR CONCRETE BASES WHICH SUPPORT THE WATER TOWER.
 AG5182
 AG5182                          STATION RECOVERY (2009)
 AG5182
 AG5182'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (DJC)
 AG5182'MARK NOT FOUND. WATER TOWER AND CONCRETE BASES NO LONGER EXIST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6843 ***********************************************************************
 AG6843  DESIGNATION -  5 ST PETERSBURG
 AG6843  PID         -  AG6843
 AG6843  STATE/COUNTY-  FL/PINELLAS
 AG6843  COUNTRY     -  US
 AG6843  USGS QUAD   -  PORT TAMPA (2018)
 AG6843
 AG6843                         *CURRENT SURVEY CONTROL
 AG6843  ______________________________________________________________________
 AG6843* NAD 83(1986) POSITION- 27 48 24.     (N) 082 36 13.     (W)   SCALED
 AG6843* NAVD 88 ORTHO HEIGHT -     0.887 (meters)        2.91  (feet) ADJUSTED
 AG6843  ______________________________________________________________________
 AG6843  GEOID HEIGHT    -        -24.640 (meters)                     GEOID18
 AG6843  DYNAMIC HEIGHT  -          0.886 (meters)        2.91  (feet) COMP
 AG6843  MODELED GRAVITY -    979,175.9   (mgal)                       NAVD 88
 AG6843
 AG6843  VERT ORDER      -  SECOND    CLASS II
 AG6843
 AG6843.The horizontal coordinates were scaled from a map and have
 AG6843.an estimated accuracy of +/- 6 seconds.
 AG6843
 AG6843.The orthometric height was determined by differential leveling and
 AG6843.adjusted by the NATIONAL GEODETIC SURVEY
 AG6843.in June 1991.
 AG6843
 AG6843.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6843.GEOID18 height accuracy estimate available here.
 AG6843
 AG6843.Click photographs - Photos may exist for this station.
 AG6843
 AG6843.The dynamic height is computed by dividing the NAVD 88
 AG6843.geopotential number by the normal gravity value computed on the
 AG6843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6843.degrees latitude (g = 980.6199 gals.).
 AG6843
 AG6843.The modeled gravity was interpolated from observed gravity values.
 AG6843
 AG6843;                    North         East    Units  Estimated Accuracy
 AG6843;SPC FL W     -   384,930.      140,530.      MT  (+/- 180 meters Scaled)
 AG6843
 AG6843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL420768(NAD 83)
 AG6843
 AG6843                          SUPERSEDED SURVEY CONTROL
 AG6843
 AG6843  NGVD 29 (??/??/92)    1.150  (m)            3.77   (f) ADJ UNCH    2 2
 AG6843
 AG6843.Superseded values are not recommended for survey control.
 AG6843
 AG6843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6843.See file dsdata.pdf to determine how the superseded data were derived.
 AG6843
 AG6843_MARKER: DD = SURVEY DISK
 AG6843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6843+STABILITY: SURFACE MOTION
 AG6843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6843+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 AG6843
 AG6843  HISTORY     - Date     Condition        Report By
 AG6843  HISTORY     - UNK      MONUMENTED       FL2730
 AG6843  HISTORY     - 1975     GOOD             FLDT
 AG6843  HISTORY     - 20010501 GOOD             USPSQD
 AG6843  HISTORY     - 20051017 GOOD             USPSQD
 AG6843
 AG6843                          STATION DESCRIPTION
 AG6843
 AG6843'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6843'AT ST PETERSBURG.
 AG6843'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG6843'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET N.
 AG6843'FOR 4.05 MILE TO THE INTERSECTION OF 38TH AVE. N., TURN LEFT ON
 AG6843'38TH AVE. N AND RUN NORTHEASTERLY FOR 0.35 MILE TO THE INTERSECTION
 AG6843'OF 1ST STREET N. AND 40TH AVE. N., CONTINUE EASTERLY ON 40TH AVE.
 AG6843'N. FOR 1.6 MILE TO THE INTERSECTION OF SHORE ACRES BLVD., TURN
 AG6843'RIGHT ON SHORE ACRES BLVD. AND RUN SOUTHERLY FOR 0.45 MILE TO THE
 AG6843'INTERSECTION OF OVERLOOK DR., TURN LEFT AND RUN EASTERLY ON OVERLOOK
 AG6843'DR. FOR 0.25 MILE TO THE T JUNCTION OF HELENA STREET NE.  STATION
 AG6843'ON LEFT, IN THE NORTH CORNER, 37.0 FT. NW OF THE CENTERLINE OF
 AG6843'OVERLOOK DRIVE NE, 38.5 FT. EAST OF THE CENTERLINE OF HELENA STREET,
 AG6843'12.0 FT. EAST OF AN 8 INCH PALM TREE, 0.8 FT. NORTH OF THE BACK OF
 AG6843'SIDEWALK.  SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 AG6843'GROUND.  SECTION 9, T 31S, R 17E
 AG6843
 AG6843                          STATION RECOVERY (2001)
 AG6843
 AG6843'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCK)
 AG6843'RECOVERED IN GOOD CONDITION.
 AG6843
 AG6843                          STATION RECOVERY (2005)
 AG6843
 AG6843'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLS)
 AG6843'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3988 ***********************************************************************
 AC3988  DESIGNATION -  5 WJJ
 AC3988  PID         -  AC3988
 AC3988  STATE/COUNTY-  FL/BROWARD
 AC3988  COUNTRY     -  US
 AC3988  USGS QUAD   -  OPA-LOCKA (2018)
 AC3988
 AC3988                         *CURRENT SURVEY CONTROL
 AC3988  ______________________________________________________________________
 AC3988* NAD 83(1990) POSITION- 25 57 50.62325(N) 080 18 38.74103(W)   ADJUSTED
 AC3988* NAVD 88 ORTHO HEIGHT -     3.63  (+/-2cm)       11.9   (feet) VERTCON3
 AC3988  ______________________________________________________________________
 AC3988  GEOID HEIGHT    -        -25.117 (meters)                     GEOID18
 AC3988  LAPLACE CORR    -         -2.34  (seconds)                    DEFLEC18
 AC3988  HORZ ORDER      -  SECOND
 AC3988  VERT ORDER      -  THIRD ? (See Below)
 AC3988
 AC3988.The horizontal coordinates were established by classical geodetic methods
 AC3988.and adjusted by the National Geodetic Survey in May 1991.
 AC3988
 AC3988.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC3988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC3988
 AC3988.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3988.GEOID18 height accuracy estimate available here.
 AC3988
 AC3988.The vertical order pertains to the NGVD 29 superseded value.
 AC3988
 AC3988.Click photographs - Photos may exist for this station.
 AC3988
 AC3988.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC3988
 AC3988. The following values were computed from the NAD 83(1990) position.
 AC3988
 AC3988;                    North         East     Units Scale Factor Converg.
 AC3988;SPC FL E     -   180,815.357   269,022.950   MT  0.99999998   +0 18 06.4
 AC3988;SPC FL E     -   593,225.05    882,619.46   sFT  0.99999998   +0 18 06.4
 AC3988;UTM  17      - 2,871,885.646   568,999.399   MT  0.99965878   +0 18 06.4
 AC3988
 AC3988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC3988!SPC FL E     -   1.00000338  x   0.99999998  =   1.00000336
 AC3988!UTM  17      -   1.00000338  x   0.99965878  =   0.99966215
 AC3988
 AC3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6899971885(NAD 83)
 AC3988
 AC3988                          SUPERSEDED SURVEY CONTROL
 AC3988
 AC3988  NAD 83(1986)-  25 57 50.62518(N)    080 18 38.74576(W) AD(       ) 2
 AC3988  NAD 27      -  25 57 49.29279(N)    080 18 39.56365(W) AD(       ) 2
 AC3988  NGVD 29               4.12   (m)           13.5    (f) LEVELING    3  
 AC3988
 AC3988.Superseded values are not recommended for survey control.
 AC3988
 AC3988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3988.See file dsdata.pdf to determine how the superseded data were derived.
 AC3988
 AC3988_MARKER: DD = SURVEY DISK
 AC3988_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3988_SP_SET: BRIDGE
 AC3988_STAMPING: 5 WJJ
 AC3988_MARK LOGO: FLHD
 AC3988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3988
 AC3988  HISTORY     - Date     Condition        Report By
 AC3988  HISTORY     - 1934     MONUMENTED       FLHD
 AC3988  HISTORY     - 1971     GOOD             CGS
 AC3988  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AC3988
 AC3988                          STATION DESCRIPTION
 AC3988
 AC3988'DESCRIBED BY COAST AND GEODETIC SURVEY 1971 (NCA)
 AC3988'A LEVEL AND TRAVERSE TIE WAS MADE TO TRIANGULATION STATION
 AC3988'GUNNY.  THE MARK WAS USED AS REFERENCE MARK 2, THE DISTANCE BEING
 AC3988'(73.00) FT OR 22.2521 M.
 AC3988'
 AC3988'THE MARK IS A FLORIDA STATE BENCH MARK STAMPED 5 WJJ.
 AC3988'
 AC3988'FOR THE WRITE UP AND THE TO REACH FOR THIS MARK SEE THE DESCRIPTION
 AC3988'FOR TRIANGULATION STATION GUNNY.
 AC3988
 AC3988                          STATION RECOVERY (1991)
 AC3988
 AC3988'RECOVERY NOTE BY US POWER SQUADRON 1991 (LEM)
 AC3988'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0642 ***********************************************************************
 AC0642  DESIGNATION -  5.06
 AC0642  PID         -  AC0642
 AC0642  STATE/COUNTY-  FL/COLLIER
 AC0642  COUNTRY     -  US
 AC0642  USGS QUAD   -  WEAVERS STATION (2018)
 AC0642
 AC0642                         *CURRENT SURVEY CONTROL
 AC0642  ______________________________________________________________________
 AC0642* NAD 83(1986) POSITION- 25 55 06.     (N) 081 23 27.     (W)   SCALED
 AC0642* NAVD 88 ORTHO HEIGHT -     1.174 (meters)        3.85  (feet) ADJUSTED
 AC0642  ______________________________________________________________________
 AC0642  GEOID HEIGHT    -        -23.752 (meters)                     GEOID18
 AC0642  DYNAMIC HEIGHT  -          1.172 (meters)        3.85  (feet) COMP
 AC0642  MODELED GRAVITY -    979,023.1   (mgal)                       NAVD 88
 AC0642
 AC0642  VERT ORDER      -  FIRST     CLASS I
 AC0642
 AC0642.The horizontal coordinates were scaled from a map and have
 AC0642.an estimated accuracy of +/- 6 seconds.
 AC0642
 AC0642.The orthometric height was determined by differential leveling and
 AC0642.adjusted by the NATIONAL GEODETIC SURVEY
 AC0642.in June 1991.
 AC0642
 AC0642.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0642.GEOID18 height accuracy estimate available here.
 AC0642
 AC0642.Click photographs - Photos may exist for this station.
 AC0642
 AC0642.The dynamic height is computed by dividing the NAVD 88
 AC0642.geopotential number by the normal gravity value computed on the
 AC0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0642.degrees latitude (g = 980.6199 gals.).
 AC0642
 AC0642.The modeled gravity was interpolated from observed gravity values.
 AC0642
 AC0642;                    North         East    Units  Estimated Accuracy
 AC0642;SPC FL E     -   175,630.      160,850.      MT  (+/- 180 meters Scaled)
 AC0642
 AC0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ608666(NAD 83)
 AC0642
 AC0642                          SUPERSEDED SURVEY CONTROL
 AC0642
 AC0642  NGVD 29 (??/??/92)    1.591  (m)            5.22   (f) ADJ UNCH    1 1
 AC0642
 AC0642.Superseded values are not recommended for survey control.
 AC0642
 AC0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0642.See file dsdata.pdf to determine how the superseded data were derived.
 AC0642
 AC0642_MARKER: DB = BENCH MARK DISK
 AC0642_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0642_SP_SET: BRIDGE ABUTMENT
 AC0642_STAMPING: 5.06
 AC0642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0642
 AC0642  HISTORY     - Date     Condition        Report By
 AC0642  HISTORY     - UNK      MONUMENTED       FLDT
 AC0642  HISTORY     - 1966     GOOD             CGS
 AC0642  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0642  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0642  HISTORY     - 20140710 MARK NOT FOUND   FL-021
 AC0642
 AC0642                          STATION DESCRIPTION
 AC0642
 AC0642'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0642'6 MI NW FROM OCHOPEE.
 AC0642'ABOUT 5.95 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AC0642'THE POST OFFICE AT OCHOPEE, 1.75 MILES NORTHWEST OF THE
 AC0642'INTERSECTION OF STATE HIGHWAY 29, SET IN TOP OF THE SOUTH END
 AC0642'OF THE WEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO. 73 A, 17.0
 AC0642'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT
 AC0642'ABOVE THE LEVEL OF THE HIGHWAY.
 AC0642
 AC0642                          STATION RECOVERY (1992)
 AC0642
 AC0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0642'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0642'DESTROYED.
 AC0642
 AC0642                          STATION RECOVERY (1999)
 AC0642
 AC0642'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0642'MARK NOT FOUND.
 AC0642
 AC0642                          STATION RECOVERY (2014)
 AC0642
 AC0642'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AC0642'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3243 ***********************************************************************
 AC3243  DESIGNATION -  5.06 RESET
 AC3243  PID         -  AC3243
 AC3243  STATE/COUNTY-  FL/COLLIER
 AC3243  COUNTRY     -  US
 AC3243  USGS QUAD   -  WEAVERS STATION (2018)
 AC3243
 AC3243                         *CURRENT SURVEY CONTROL
 AC3243  ______________________________________________________________________
 AC3243* NAD 83(1986) POSITION- 25 55 06.58   (N) 081 23 27.39   (W)   HD_HELD1
 AC3243* NAVD 88 ORTHO HEIGHT -     1.737 (meters)        5.70  (feet) ADJUSTED
 AC3243  ______________________________________________________________________
 AC3243  GEOID HEIGHT    -        -23.752 (meters)                     GEOID18
 AC3243  DYNAMIC HEIGHT  -          1.734 (meters)        5.69  (feet) COMP
 AC3243  MODELED GRAVITY -    979,023.2   (mgal)                       NAVD 88
 AC3243
 AC3243  VERT ORDER      -  FIRST     CLASS II
 AC3243
 AC3243.The horizontal coordinates were determined by differentially corrected
 AC3243.hand held GPS observations or other comparable positioning techniques
 AC3243.and have an estimated accuracy of +/- 3 meters.
 AC3243
 AC3243.The orthometric height was determined by differential leveling and
 AC3243.adjusted by the NATIONAL GEODETIC SURVEY
 AC3243.in September 1992.
 AC3243
 AC3243.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3243.GEOID18 height accuracy estimate available here.
 AC3243
 AC3243.Click photographs - Photos may exist for this station.
 AC3243
 AC3243.The dynamic height is computed by dividing the NAVD 88
 AC3243.geopotential number by the normal gravity value computed on the
 AC3243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3243.degrees latitude (g = 980.6199 gals.).
 AC3243
 AC3243.The modeled gravity was interpolated from observed gravity values.
 AC3243
 AC3243;                    North         East    Units  Estimated Accuracy
 AC3243;SPC FL E     -   175,644.0     160,835.0     MT  (+/- 3 meters HH1 GPS) 
 AC3243
 AC3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6084866716(NAD 83)
 AC3243
 AC3243                          SUPERSEDED SURVEY CONTROL
 AC3243
 AC3243  NGVD 29 (09/01/92)    2.154  (m)            7.07   (f) ADJUSTED    1 2
 AC3243
 AC3243.Superseded values are not recommended for survey control.
 AC3243
 AC3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3243.See file dsdata.pdf to determine how the superseded data were derived.
 AC3243
 AC3243_MARKER: DD = SURVEY DISK
 AC3243_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC3243_SP_SET: ABUTMENT
 AC3243_STAMPING: 5.06 RESET 1977
 AC3243_MARK LOGO: FLDT
 AC3243_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3243+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2014
 AC3243
 AC3243  HISTORY     - Date     Condition        Report By
 AC3243  HISTORY     - 1977     MONUMENTED       NGS
 AC3243  HISTORY     - 1990     GOOD             USPSQD
 AC3243  HISTORY     - 19920226 GOOD             NGS
 AC3243  HISTORY     - 19991231 GOOD             USPSQD
 AC3243  HISTORY     - 20110929 GOOD             GEOCAC
 AC3243  HISTORY     - 20130618 GOOD             FL-021
 AC3243  HISTORY     - 20140710 GOOD             FL-021
 AC3243
 AC3243                          STATION DESCRIPTION
 AC3243
 AC3243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3243'1.8 MI WNW FROM CARNESTOWN.
 AC3243'THE MARK IS 2.9 FT ABOVE BRIDGE FLOOR.
 AC3243'1.8 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC3243'WITH STATE HIGHWAY 29 IN CARNESTOWN, 96.0 FEET WEST OF A
 AC3243'POWERLINE POLE ACROSS HIGHWAY, 16.5 FEET SOUTHWEST OF THE CENTER
 AC3243'OF U.S. HIGHWAY 41, AND A FLORIDA DEPARTMENT OF TRANSPORTATION
 AC3243'DISK IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 73 ON THE CONCRETE
 AC3243'SAFETY RAILING.
 AC3243
 AC3243                          STATION RECOVERY (1990)
 AC3243
 AC3243'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3243'RECOVERED IN GOOD CONDITION.
 AC3243
 AC3243                          STATION RECOVERY (1992)
 AC3243
 AC3243'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3243'47.8 KM (29.70 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3243'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.5 M (1.6 FT) WEST OF
 AC3243'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC3243'OF BRIDGE NUMBER 030073, 5.1 M (16.7 FT) SOUTH OF THE CENTERLINE OF
 AC3243'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3243'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3243
 AC3243                          STATION RECOVERY (1999)
 AC3243
 AC3243'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3243'RECOVERED IN GOOD CONDITION.
 AC3243
 AC3243                          STATION RECOVERY (2011)
 AC3243
 AC3243'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AC3243'RECOVERED IN GOOD CONDITION.
 AC3243
 AC3243                          STATION RECOVERY (2013)
 AC3243
 AC3243'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3243'RECOVERED IN GOOD CONDITION.
 AC3243
 AC3243                          STATION RECOVERY (2014)
 AC3243
 AC3243'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AC3243'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0434 ***********************************************************************
 AC0434  DESIGNATION -  5.06 RESET 1976
 AC0434  PID         -  AC0434
 AC0434  STATE/COUNTY-  FL/COLLIER
 AC0434  COUNTRY     -  US
 AC0434  USGS QUAD   -  WEAVERS STATION (2018)
 AC0434
 AC0434                         *CURRENT SURVEY CONTROL
 AC0434  ______________________________________________________________________
 AC0434* NAD 83(1986) POSITION- 25 55 01.     (N) 081 23 10.     (W)   SCALED
 AC0434* NAVD 88 ORTHO HEIGHT -     0.93  (+/-2cm)        3.1   (feet) VERTCON3
 AC0434  ______________________________________________________________________
 AC0434  GEOID HEIGHT    -        -23.759 (meters)                     GEOID18
 AC0434  VERT ORDER      -  THIRD (See Below)
 AC0434
 AC0434.The horizontal coordinates were scaled from a map and have
 AC0434.an estimated accuracy of +/- 6 seconds.
 AC0434
 AC0434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC0434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC0434
 AC0434.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0434.GEOID18 height accuracy estimate available here.
 AC0434
 AC0434.The vertical order pertains to the NGVD 29 superseded value.
 AC0434
 AC0434.Click photographs - Photos may exist for this station.
 AC0434
 AC0434;                    North         East    Units  Estimated Accuracy
 AC0434;SPC FL E     -   175,470.      161,320.      MT  (+/- 180 meters Scaled)
 AC0434
 AC0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ613665(NAD 83)
 AC0434
 AC0434                          SUPERSEDED SURVEY CONTROL
 AC0434
 AC0434  NGVD 29 (01/31/13)    1.34   (m)            4.4    (f) RESET       3  
 AC0434
 AC0434.Superseded values are not recommended for survey control.
 AC0434
 AC0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0434.See file dsdata.pdf to determine how the superseded data were derived.
 AC0434
 AC0434_MARKER: DB = BENCH MARK DISK
 AC0434_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC0434_SP_SET: CONCRETE FLOOR
 AC0434_STAMPING: 5.06 RESET 1976
 AC0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC0434
 AC0434  HISTORY     - Date     Condition        Report By
 AC0434  HISTORY     - 1976     MONUMENTED       NGS
 AC0434  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0434
 AC0434                          STATION DESCRIPTION
 AC0434
 AC0434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC0434'1.8 MI NW FROM CARNESTOWN.
 AC0434'6.3 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0434'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE),
 AC0434'OR 1.75 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC0434'WITH STATE HIGHWAY 29 IN CARNESTOWN, 12.0 FEET SOUTHWEST OF THE
 AC0434'CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE
 AC0434'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF HIGHWAY BRIDGE 73.
 AC0434
 AC0434                          STATION RECOVERY (1999)
 AC0434
 AC0434'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0434'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0610 ***********************************************************************
 AC0610  DESIGNATION -  5.23
 AC0610  PID         -  AC0610
 AC0610  STATE/COUNTY-  FL/COLLIER
 AC0610  COUNTRY     -  US
 AC0610  USGS QUAD   -  WEAVERS STATION (2018)
 AC0610
 AC0610                         *CURRENT SURVEY CONTROL
 AC0610  ______________________________________________________________________
 AC0610* NAD 83(1986) POSITION- 25 54 57.     (N) 081 22 35.     (W)   SCALED
 AC0610* NAVD 88 ORTHO HEIGHT -     1.236 (meters)        4.06  (feet) ADJUSTED
 AC0610  ______________________________________________________________________
 AC0610  GEOID HEIGHT    -        -23.778 (meters)                     GEOID18
 AC0610  DYNAMIC HEIGHT  -          1.234 (meters)        4.05  (feet) COMP
 AC0610  MODELED GRAVITY -    979,022.0   (mgal)                       NAVD 88
 AC0610
 AC0610  VERT ORDER      -  FIRST     CLASS I
 AC0610
 AC0610.The horizontal coordinates were scaled from a map and have
 AC0610.an estimated accuracy of +/- 6 seconds.
 AC0610
 AC0610.The orthometric height was determined by differential leveling and
 AC0610.adjusted by the NATIONAL GEODETIC SURVEY
 AC0610.in June 1991.
 AC0610
 AC0610.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0610.GEOID18 height accuracy estimate available here.
 AC0610
 AC0610.Click photographs - Photos may exist for this station.
 AC0610
 AC0610.The dynamic height is computed by dividing the NAVD 88
 AC0610.geopotential number by the normal gravity value computed on the
 AC0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0610.degrees latitude (g = 980.6199 gals.).
 AC0610
 AC0610.The modeled gravity was interpolated from observed gravity values.
 AC0610
 AC0610;                    North         East    Units  Estimated Accuracy
 AC0610;SPC FL E     -   175,350.      162,290.      MT  (+/- 180 meters Scaled)
 AC0610
 AC0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ623664(NAD 83)
 AC0610
 AC0610                          SUPERSEDED SURVEY CONTROL
 AC0610
 AC0610  NGVD 29 (??/??/92)    1.654  (m)            5.43   (f) ADJ UNCH    1 1
 AC0610
 AC0610.Superseded values are not recommended for survey control.
 AC0610
 AC0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0610.See file dsdata.pdf to determine how the superseded data were derived.
 AC0610
 AC0610_MARKER: DD = SURVEY DISK
 AC0610_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0610_SP_SET: BRIDGE ABUTMENT
 AC0610_STAMPING: 5.23
 AC0610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0610
 AC0610  HISTORY     - Date     Condition        Report By
 AC0610  HISTORY     - UNK      MONUMENTED       FLDT
 AC0610  HISTORY     - 1966     GOOD             CGS
 AC0610  HISTORY     - 1990     GOOD             USPSQD
 AC0610  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0610  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0610  HISTORY     - 20130506 MARK NOT FOUND   FL-021
 AC0610
 AC0610                          STATION DESCRIPTION
 AC0610
 AC0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0610'5 MI NW FROM CARNESTOWN.
 AC0610'ABOUT 5.05 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE POST
 AC0610'OFFICE AT OCHOPEE, 0.85 MILE NORTHWEST OF THE INTERSECTION OF
 AC0610'STATE HIGHWAY 29, SET IN TOP OF THE SOUTHWEST END OF THE NORTHWEST
 AC0610'CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO. 74 A, 17.5 FEET SOUTHWEST
 AC0610'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE
 AC0610'LEVEL OF THE HIGHWAY.
 AC0610
 AC0610                          STATION RECOVERY (1990)
 AC0610
 AC0610'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0610'RECOVERED IN GOOD CONDITION.
 AC0610
 AC0610                          STATION RECOVERY (1992)
 AC0610
 AC0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0610'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0610'DESTROYED.
 AC0610
 AC0610                          STATION RECOVERY (1999)
 AC0610
 AC0610'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0610'MARK NOT FOUND.
 AC0610
 AC0610                          STATION RECOVERY (2013)
 AC0610
 AC0610'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0610'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3239 ***********************************************************************
 AC3239  DESIGNATION -  5.23 RESET
 AC3239  PID         -  AC3239
 AC3239  STATE/COUNTY-  FL/COLLIER
 AC3239  COUNTRY     -  US
 AC3239  USGS QUAD   -  WEAVERS STATION (2018)
 AC3239
 AC3239                         *CURRENT SURVEY CONTROL
 AC3239  ______________________________________________________________________
 AC3239* NAD 83(1986) POSITION- 25 54 57.0    (N) 081 22 35.8    (W)   HD_HELD2
 AC3239* NAVD 88 ORTHO HEIGHT -     1.821 (meters)        5.97  (feet) ADJUSTED
 AC3239  ______________________________________________________________________
 AC3239  GEOID HEIGHT    -        -23.778 (meters)                     GEOID18
 AC3239  DYNAMIC HEIGHT  -          1.818 (meters)        5.96  (feet) COMP
 AC3239  MODELED GRAVITY -    979,022.2   (mgal)                       NAVD 88
 AC3239
 AC3239  VERT ORDER      -  FIRST     CLASS II
 AC3239
 AC3239.The horizontal coordinates were established by autonomous hand held GPS
 AC3239.observations and have an estimated accuracy of +/- 10 meters.
 AC3239
 AC3239.The orthometric height was determined by differential leveling and
 AC3239.adjusted by the NATIONAL GEODETIC SURVEY
 AC3239.in September 1992.
 AC3239
 AC3239.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3239.GEOID18 height accuracy estimate available here.
 AC3239
 AC3239.Click photographs - Photos may exist for this station.
 AC3239
 AC3239.The dynamic height is computed by dividing the NAVD 88
 AC3239.geopotential number by the normal gravity value computed on the
 AC3239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3239.degrees latitude (g = 980.6199 gals.).
 AC3239
 AC3239.The modeled gravity was interpolated from observed gravity values.
 AC3239
 AC3239;                    North         East    Units  Estimated Accuracy
 AC3239;SPC FL E     -   175,345.      162,270.      MT  (+/- 10 meters HH2 GPS)
 AC3239
 AC3239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6228266417(NAD 83)
 AC3239
 AC3239                          SUPERSEDED SURVEY CONTROL
 AC3239
 AC3239  NGVD 29 (09/01/92)    2.238  (m)            7.34   (f) ADJUSTED    1 2
 AC3239
 AC3239.Superseded values are not recommended for survey control.
 AC3239
 AC3239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3239.See file dsdata.pdf to determine how the superseded data were derived.
 AC3239
 AC3239_MARKER: DD = SURVEY DISK
 AC3239_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC3239_SP_SET: ABUTMENT
 AC3239_STAMPING: 5.23 RESET 1977
 AC3239_MARK LOGO: FLDT
 AC3239_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3239+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2013
 AC3239
 AC3239  HISTORY     - Date     Condition        Report By
 AC3239  HISTORY     - 1977     MONUMENTED       NGS
 AC3239  HISTORY     - 1990     GOOD             USPSQD
 AC3239  HISTORY     - 19920226 GOOD             NGS
 AC3239  HISTORY     - 19991231 GOOD             USPSQD
 AC3239  HISTORY     - 20110929 GOOD             GEOCAC
 AC3239  HISTORY     - 20130506 GOOD             FL-021
 AC3239
 AC3239                          STATION DESCRIPTION
 AC3239
 AC3239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3239'0.85 MI ESE FROM CARNESTOWN.
 AC3239'THE MARK IS 2.9 FT ABOVE BRIDGE FLOOR.
 AC3239'0.85 MILE WEST-NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS
 AC3239'JUNCTION WITH STATE HIGHWAY 29 IN CARNESTOWN, 38.0 FEET SOUTHWEST
 AC3239'OF A POWERLINE POLE ACROSS HIGHWAY, 17.0 FEET SOUTHWEST OF THE
 AC3239'CENTER OF U.S. HIGHWAY 41, AND A FLORIDA DEPARTMENT OF TRANSPORTATION
 AC3239'DISK IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 74 AND ON THE
 AC3239'CONCRETE SAFETY RAILING.
 AC3239
 AC3239                          STATION RECOVERY (1990)
 AC3239
 AC3239'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3239'RECOVERED IN GOOD CONDITION.
 AC3239
 AC3239                          STATION RECOVERY (1992)
 AC3239
 AC3239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3239'49.3 KM (30.65 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3239'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.4 M (1.3 FT) WEST OF
 AC3239'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC3239'OF BRIDGE NUMBER 030074, 5.1 M (16.7 FT) SOUTH OF THE CENTERLINE OF
 AC3239'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3239'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3239
 AC3239                          STATION RECOVERY (1999)
 AC3239
 AC3239'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3239'RECOVERED IN GOOD CONDITION.
 AC3239
 AC3239                          STATION RECOVERY (2011)
 AC3239
 AC3239'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AC3239'RECOVERED IN GOOD CONDITION.
 AC3239
 AC3239                          STATION RECOVERY (2013)
 AC3239
 AC3239'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0433 ***********************************************************************
 AC0433  DESIGNATION -  5.23 RESET 1976
 AC0433  PID         -  AC0433
 AC0433  STATE/COUNTY-  FL/COLLIER
 AC0433  COUNTRY     -  US
 AC0433  USGS QUAD   -  WEAVERS STATION (2018)
 AC0433
 AC0433                         *CURRENT SURVEY CONTROL
 AC0433  ______________________________________________________________________
 AC0433* NAD 83(1986) POSITION- 25 54 55.     (N) 081 22 36.     (W)   SCALED
 AC0433* NAVD 88 ORTHO HEIGHT -     1.00  (+/-2cm)        3.3   (feet) VERTCON3
 AC0433  ______________________________________________________________________
 AC0433  GEOID HEIGHT    -        -23.776 (meters)                     GEOID18
 AC0433  VERT ORDER      -  THIRD (See Below)
 AC0433
 AC0433.The horizontal coordinates were scaled from a map and have
 AC0433.an estimated accuracy of +/- 6 seconds.
 AC0433
 AC0433.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC0433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC0433
 AC0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0433.GEOID18 height accuracy estimate available here.
 AC0433
 AC0433.The vertical order pertains to the NGVD 29 superseded value.
 AC0433
 AC0433.Click photographs - Photos may exist for this station.
 AC0433
 AC0433;                    North         East    Units  Estimated Accuracy
 AC0433;SPC FL E     -   175,280.      162,260.      MT  (+/- 180 meters Scaled)
 AC0433
 AC0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ622663(NAD 83)
 AC0433
 AC0433                          SUPERSEDED SURVEY CONTROL
 AC0433
 AC0433  NGVD 29 (01/31/13)    1.42   (m)            4.7    (f) RESET       3  
 AC0433
 AC0433.Superseded values are not recommended for survey control.
 AC0433
 AC0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0433.See file dsdata.pdf to determine how the superseded data were derived.
 AC0433
 AC0433_MARKER: DB = BENCH MARK DISK
 AC0433_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC0433_SP_SET: CONCRETE FLOOR
 AC0433_STAMPING: 5.23 RESET 1976
 AC0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC0433
 AC0433  HISTORY     - Date     Condition        Report By
 AC0433  HISTORY     - 1976     MONUMENTED       NGS
 AC0433  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0433  HISTORY     - 20130506 MARK NOT FOUND   FL-021
 AC0433
 AC0433                          STATION DESCRIPTION
 AC0433
 AC0433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC0433'0.8 MI NW FROM CARNESTOWN.
 AC0433'5.4 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0433'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE),
 AC0433'OR 0.85 MILE NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0433'OF STATE HIGHWAY 29 IN CARNESTOWN, 11.9 FEET SOUTHWEST OF THE
 AC0433'CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE
 AC0433'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF HIGHWAY BRIDGE 74.
 AC0433
 AC0433                          STATION RECOVERY (1999)
 AC0433
 AC0433'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0433'MARK NOT FOUND.
 AC0433
 AC0433                          STATION RECOVERY (2013)
 AC0433
 AC0433'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0433'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0649 ***********************************************************************
 AC0649  DESIGNATION -  5.28
 AC0649  PID         -  AC0649
 AC0649  STATE/COUNTY-  FL/COLLIER
 AC0649  COUNTRY     -  US
 AC0649  USGS QUAD   -  WEAVERS STATION (2018)
 AC0649
 AC0649                         *CURRENT SURVEY CONTROL
 AC0649  ______________________________________________________________________
 AC0649* NAD 83(1986) POSITION- 25 56 43.     (N) 081 28 34.     (W)   SCALED
 AC0649* NAVD 88 ORTHO HEIGHT -     1.261 (meters)        4.14  (feet) ADJUSTED
 AC0649  ______________________________________________________________________
 AC0649  GEOID HEIGHT    -        -23.629 (meters)                     GEOID18
 AC0649  DYNAMIC HEIGHT  -          1.259 (meters)        4.13  (feet) COMP
 AC0649  MODELED GRAVITY -    979,029.6   (mgal)                       NAVD 88
 AC0649
 AC0649  VERT ORDER      -  FIRST     CLASS I
 AC0649
 AC0649.The horizontal coordinates were scaled from a map and have
 AC0649.an estimated accuracy of +/- 6 seconds.
 AC0649
 AC0649.The orthometric height was determined by differential leveling and
 AC0649.adjusted by the NATIONAL GEODETIC SURVEY
 AC0649.in June 1991.
 AC0649
 AC0649.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0649.GEOID18 height accuracy estimate available here.
 AC0649
 AC0649.Click photographs - Photos may exist for this station.
 AC0649
 AC0649.The dynamic height is computed by dividing the NAVD 88
 AC0649.geopotential number by the normal gravity value computed on the
 AC0649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0649.degrees latitude (g = 980.6199 gals.).
 AC0649
 AC0649.The modeled gravity was interpolated from observed gravity values.
 AC0649
 AC0649;                    North         East    Units  Estimated Accuracy
 AC0649;SPC FL E     -   178,640.      152,310.      MT  (+/- 180 meters Scaled)
 AC0649
 AC0649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ523697(NAD 83)
 AC0649
 AC0649                          SUPERSEDED SURVEY CONTROL
 AC0649
 AC0649  NGVD 29 (??/??/92)    1.671  (m)            5.48   (f) ADJ UNCH    1 1
 AC0649
 AC0649.Superseded values are not recommended for survey control.
 AC0649
 AC0649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0649.See file dsdata.pdf to determine how the superseded data were derived.
 AC0649
 AC0649_MARKER: DD = SURVEY DISK
 AC0649_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0649_SP_SET: BRIDGE ABUTMENT
 AC0649_STAMPING: 5.28
 AC0649_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0649
 AC0649  HISTORY     - Date     Condition        Report By
 AC0649  HISTORY     - UNK      MONUMENTED       FLDT
 AC0649  HISTORY     - 1966     GOOD             CGS
 AC0649  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0649  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0649  HISTORY     - 20130128 MARK NOT FOUND   FL-021
 AC0649
 AC0649                          STATION DESCRIPTION
 AC0649
 AC0649'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0649'8.6 MI SE FROM ROYAL PALM HAMMOCK.
 AC0649'ABOUT 8.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0649'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, 7.5 MILES NORTHWEST
 AC0649'OF THE INTERSECTION OF STATE HIGHWAY 29, SET IN THE TOP OF THE
 AC0649'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0649'BRIDGE NO. 61 A, 17.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0649'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0649
 AC0649                          STATION RECOVERY (1992)
 AC0649
 AC0649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0649'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0649'DESTROYED.
 AC0649
 AC0649                          STATION RECOVERY (1999)
 AC0649
 AC0649'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0649'MARK NOT FOUND.
 AC0649
 AC0649                          STATION RECOVERY (2013)
 AC0649
 AC0649'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0649'ASSUMED DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0622 ***********************************************************************
 AC0622  DESIGNATION -  5.33
 AC0622  PID         -  AC0622
 AC0622  STATE/COUNTY-  FL/COLLIER
 AC0622  COUNTRY     -  US
 AC0622  USGS QUAD   -  WEAVERS STATION (2018)
 AC0622
 AC0622                         *CURRENT SURVEY CONTROL
 AC0622  ______________________________________________________________________
 AC0622* NAD 83(1986) POSITION- 25 57 08.     (N) 081 29 04.     (W)   SCALED
 AC0622* NAVD 88 ORTHO HEIGHT -     1.277 (meters)        4.19  (feet) ADJUSTED
 AC0622  ______________________________________________________________________
 AC0622  GEOID HEIGHT    -        -23.626 (meters)                     GEOID18
 AC0622  DYNAMIC HEIGHT  -          1.275 (meters)        4.18  (feet) COMP
 AC0622  MODELED GRAVITY -    979,030.5   (mgal)                       NAVD 88
 AC0622
 AC0622  VERT ORDER      -  FIRST     CLASS I
 AC0622
 AC0622.The horizontal coordinates were scaled from a map and have
 AC0622.an estimated accuracy of +/- 6 seconds.
 AC0622
 AC0622.The orthometric height was determined by differential leveling and
 AC0622.adjusted by the NATIONAL GEODETIC SURVEY
 AC0622.in June 1991.
 AC0622
 AC0622.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0622.GEOID18 height accuracy estimate available here.
 AC0622
 AC0622.Click photographs - Photos may exist for this station.
 AC0622
 AC0622.The dynamic height is computed by dividing the NAVD 88
 AC0622.geopotential number by the normal gravity value computed on the
 AC0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0622.degrees latitude (g = 980.6199 gals.).
 AC0622
 AC0622.The modeled gravity was interpolated from observed gravity values.
 AC0622
 AC0622;                    North         East    Units  Estimated Accuracy
 AC0622;SPC FL E     -   179,410.      151,480.      MT  (+/- 180 meters Scaled)
 AC0622
 AC0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ514704(NAD 83)
 AC0622
 AC0622                          SUPERSEDED SURVEY CONTROL
 AC0622
 AC0622  NGVD 29 (??/??/92)    1.687  (m)            5.53   (f) ADJ UNCH    1 1
 AC0622
 AC0622.Superseded values are not recommended for survey control.
 AC0622
 AC0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0622.See file dsdata.pdf to determine how the superseded data were derived.
 AC0622
 AC0622_MARKER: DD = SURVEY DISK
 AC0622_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0622_SP_SET: BRIDGE ABUTMENT
 AC0622_STAMPING: 5.33
 AC0622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0622
 AC0622  HISTORY     - Date     Condition        Report By
 AC0622  HISTORY     - UNK      MONUMENTED       FLDT
 AC0622  HISTORY     - 1966     GOOD             CGS
 AC0622  HISTORY     - 1990     GOOD             USPSQD
 AC0622  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0622  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0622  HISTORY     - 20130128 MARK NOT FOUND   FL-021
 AC0622
 AC0622                          STATION DESCRIPTION
 AC0622
 AC0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0622'7.6 MI SE FROM ROYAL PALM HAMMOCK.
 AC0622'ABOUT 7.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0622'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, 8.55 MILES
 AC0622'NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 29, SET IN THE
 AC0622'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT
 AC0622'OF HIGHWAY BRIDGE NO. 59 A, 17 FEET SOUTHWEST OF THE CENTER LINE
 AC0622'OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0622
 AC0622                          STATION RECOVERY (1990)
 AC0622
 AC0622'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0622'RECOVERED IN GOOD CONDITION.
 AC0622
 AC0622                          STATION RECOVERY (1992)
 AC0622
 AC0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0622'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0622'DESTROYED.
 AC0622
 AC0622                          STATION RECOVERY (1999)
 AC0622
 AC0622'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0622'MARK NOT FOUND.
 AC0622
 AC0622                          STATION RECOVERY (2013)
 AC0622
 AC0622'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0622'ASSUMED DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0652 ***********************************************************************
 AC0652  DESIGNATION -  5.38
 AC0652  PID         -  AC0652
 AC0652  STATE/COUNTY-  FL/COLLIER
 AC0652  COUNTRY     -  US
 AC0652  USGS QUAD   -  WEAVERS STATION (2018)
 AC0652
 AC0652                         *CURRENT SURVEY CONTROL
 AC0652  ______________________________________________________________________
 AC0652* NAD 83(1986) POSITION- 25 57 30.     (N) 081 29 29.     (W)   SCALED
 AC0652* NAVD 88 ORTHO HEIGHT -     1.289 (meters)        4.23  (feet) ADJUSTED
 AC0652  ______________________________________________________________________
 AC0652  GEOID HEIGHT    -        -23.625 (meters)                     GEOID18
 AC0652  DYNAMIC HEIGHT  -          1.287 (meters)        4.22  (feet) COMP
 AC0652  MODELED GRAVITY -    979,031.2   (mgal)                       NAVD 88
 AC0652
 AC0652  VERT ORDER      -  FIRST     CLASS I
 AC0652
 AC0652.The horizontal coordinates were scaled from a map and have
 AC0652.an estimated accuracy of +/- 6 seconds.
 AC0652
 AC0652.The orthometric height was determined by differential leveling and
 AC0652.adjusted by the NATIONAL GEODETIC SURVEY
 AC0652.in June 1991.
 AC0652
 AC0652.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0652.GEOID18 height accuracy estimate available here.
 AC0652
 AC0652.Click photographs - Photos may exist for this station.
 AC0652
 AC0652.The dynamic height is computed by dividing the NAVD 88
 AC0652.geopotential number by the normal gravity value computed on the
 AC0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0652.degrees latitude (g = 980.6199 gals.).
 AC0652
 AC0652.The modeled gravity was interpolated from observed gravity values.
 AC0652
 AC0652;                    North         East    Units  Estimated Accuracy
 AC0652;SPC FL E     -   180,090.      150,790.      MT  (+/- 180 meters Scaled)
 AC0652
 AC0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ508711(NAD 83)
 AC0652
 AC0652                          SUPERSEDED SURVEY CONTROL
 AC0652
 AC0652  NGVD 29 (??/??/92)    1.699  (m)            5.57   (f) ADJ UNCH    1 1
 AC0652
 AC0652.Superseded values are not recommended for survey control.
 AC0652
 AC0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0652.See file dsdata.pdf to determine how the superseded data were derived.
 AC0652
 AC0652_MARKER: DD = SURVEY DISK
 AC0652_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0652_SP_SET: BRIDGE ABUTMENT
 AC0652_STAMPING: 5.38
 AC0652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0652
 AC0652  HISTORY     - Date     Condition        Report By
 AC0652  HISTORY     - UNK      MONUMENTED       FLDT
 AC0652  HISTORY     - 1966     GOOD             CGS
 AC0652  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0652  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0652  HISTORY     - 20130128 MARK NOT FOUND   FL-021
 AC0652
 AC0652                          STATION DESCRIPTION
 AC0652
 AC0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0652'7 MI SE FROM ROYAL PALM HAMMOCK.
 AC0652'ABOUT 7.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0652'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF
 AC0652'THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0652'BRIDGE NO. 57 A, 17.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0652'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0652
 AC0652                          STATION RECOVERY (1992)
 AC0652
 AC0652'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0652'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0652'DESTROYED.
 AC0652
 AC0652                          STATION RECOVERY (1999)
 AC0652
 AC0652'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0652'MARK NOT FOUND.
 AC0652
 AC0652                          STATION RECOVERY (2013)
 AC0652
 AC0652'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0652'ASSUMED DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0651 ***********************************************************************
 AC0651  DESIGNATION -  5.41
 AC0651  PID         -  AC0651
 AC0651  STATE/COUNTY-  FL/COLLIER
 AC0651  COUNTRY     -  US
 AC0651  USGS QUAD   -  WEAVERS STATION (2018)
 AC0651
 AC0651                         *CURRENT SURVEY CONTROL
 AC0651  ______________________________________________________________________
 AC0651* NAD 83(1986) POSITION- 25 57 27.     (N) 081 29 26.     (W)   SCALED
 AC0651* NAVD 88 ORTHO HEIGHT -     1.301 (meters)        4.27  (feet) ADJUSTED
 AC0651  ______________________________________________________________________
 AC0651  GEOID HEIGHT    -        -23.625 (meters)                     GEOID18
 AC0651  DYNAMIC HEIGHT  -          1.299 (meters)        4.26  (feet) COMP
 AC0651  MODELED GRAVITY -    979,031.1   (mgal)                       NAVD 88
 AC0651
 AC0651  VERT ORDER      -  FIRST     CLASS I
 AC0651
 AC0651.The horizontal coordinates were scaled from a map and have
 AC0651.an estimated accuracy of +/- 6 seconds.
 AC0651
 AC0651.The orthometric height was determined by differential leveling and
 AC0651.adjusted by the NATIONAL GEODETIC SURVEY
 AC0651.in June 1991.
 AC0651
 AC0651.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0651.GEOID18 height accuracy estimate available here.
 AC0651
 AC0651.Click photographs - Photos may exist for this station.
 AC0651
 AC0651.The dynamic height is computed by dividing the NAVD 88
 AC0651.geopotential number by the normal gravity value computed on the
 AC0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0651.degrees latitude (g = 980.6199 gals.).
 AC0651
 AC0651.The modeled gravity was interpolated from observed gravity values.
 AC0651
 AC0651;                    North         East    Units  Estimated Accuracy
 AC0651;SPC FL E     -   180,000.      150,870.      MT  (+/- 180 meters Scaled)
 AC0651
 AC0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ508710(NAD 83)
 AC0651
 AC0651                          SUPERSEDED SURVEY CONTROL
 AC0651
 AC0651  NGVD 29 (??/??/92)    1.710  (m)            5.61   (f) ADJ UNCH    1 1
 AC0651
 AC0651.Superseded values are not recommended for survey control.
 AC0651
 AC0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0651.See file dsdata.pdf to determine how the superseded data were derived.
 AC0651
 AC0651_MARKER: DD = SURVEY DISK
 AC0651_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0651_SP_SET: BRIDGE ABUTMENT
 AC0651_STAMPING: 5.41
 AC0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0651
 AC0651  HISTORY     - Date     Condition        Report By
 AC0651  HISTORY     - UNK      MONUMENTED       FLDT
 AC0651  HISTORY     - 1966     GOOD             CGS
 AC0651  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0651  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0651  HISTORY     - 20130128 MARK NOT FOUND   FL-021
 AC0651
 AC0651                          STATION DESCRIPTION
 AC0651
 AC0651'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0651'7.2 MI SE FROM ROYAL PALM HAMMOCK.
 AC0651'ABOUT 7.15 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0651'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE
 AC0651'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT
 AC0651'OF HIGHWAY BRIDGE NO. 58 A, 18 FEET SOUTHWEST OF THE CENTER LINE
 AC0651'OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0651
 AC0651                          STATION RECOVERY (1992)
 AC0651
 AC0651'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0651'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0651'DESTROYED.
 AC0651
 AC0651                          STATION RECOVERY (1999)
 AC0651
 AC0651'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0651'MARK NOT FOUND.
 AC0651
 AC0651                          STATION RECOVERY (2013)
 AC0651
 AC0651'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0651'ASSUMED DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0623 ***********************************************************************
 AC0623  DESIGNATION -  5.43
 AC0623  PID         -  AC0623
 AC0623  STATE/COUNTY-  FL/COLLIER
 AC0623  COUNTRY     -  US
 AC0623  USGS QUAD   -  WEAVERS STATION (2018)
 AC0623
 AC0623                         *CURRENT SURVEY CONTROL
 AC0623  ______________________________________________________________________
 AC0623* NAD 83(1986) POSITION- 25 57 38.     (N) 081 29 54.     (W)   SCALED
 AC0623* NAVD 88 ORTHO HEIGHT -     1.307 (meters)        4.29  (feet) ADJUSTED
 AC0623  ______________________________________________________________________
 AC0623  GEOID HEIGHT    -        -23.615 (meters)                     GEOID18
 AC0623  DYNAMIC HEIGHT  -          1.305 (meters)        4.28  (feet) COMP
 AC0623  MODELED GRAVITY -    979,031.7   (mgal)                       NAVD 88
 AC0623
 AC0623  VERT ORDER      -  FIRST     CLASS I
 AC0623
 AC0623.The horizontal coordinates were scaled from a map and have
 AC0623.an estimated accuracy of +/- 6 seconds.
 AC0623
 AC0623.The orthometric height was determined by differential leveling and
 AC0623.adjusted by the NATIONAL GEODETIC SURVEY
 AC0623.in June 1991.
 AC0623
 AC0623.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0623.GEOID18 height accuracy estimate available here.
 AC0623
 AC0623.Click photographs - Photos may exist for this station.
 AC0623
 AC0623.The dynamic height is computed by dividing the NAVD 88
 AC0623.geopotential number by the normal gravity value computed on the
 AC0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0623.degrees latitude (g = 980.6199 gals.).
 AC0623
 AC0623.The modeled gravity was interpolated from observed gravity values.
 AC0623
 AC0623;                    North         East    Units  Estimated Accuracy
 AC0623;SPC FL E     -   180,340.      150,090.      MT  (+/- 180 meters Scaled)
 AC0623
 AC0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ501714(NAD 83)
 AC0623
 AC0623                          SUPERSEDED SURVEY CONTROL
 AC0623
 AC0623  NGVD 29 (??/??/92)    1.716  (m)            5.63   (f) ADJ UNCH    1 1
 AC0623
 AC0623.Superseded values are not recommended for survey control.
 AC0623
 AC0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0623.See file dsdata.pdf to determine how the superseded data were derived.
 AC0623
 AC0623_MARKER: DD = SURVEY DISK
 AC0623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0623_SP_SET: BRIDGE ABUTMENT
 AC0623_STAMPING: 5.43
 AC0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0623
 AC0623  HISTORY     - Date     Condition        Report By
 AC0623  HISTORY     - UNK      MONUMENTED       FLDT
 AC0623  HISTORY     - 1966     GOOD             CGS
 AC0623  HISTORY     - 1990     GOOD             USPSQD
 AC0623  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0623  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0623  HISTORY     - 20130128 MARK NOT FOUND   FL-021
 AC0623
 AC0623                          STATION DESCRIPTION
 AC0623
 AC0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0623'6.4 MI SE FROM ROYAL PALM HAMMOCK.
 AC0623'ABOUT 6.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0623'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE
 AC0623'TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF HIGHWAY
 AC0623'BRIDGE NO. 56 A, 17 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 AC0623'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0623
 AC0623                          STATION RECOVERY (1990)
 AC0623
 AC0623'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0623'RECOVERED IN GOOD CONDITION.
 AC0623
 AC0623                          STATION RECOVERY (1992)
 AC0623
 AC0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0623'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0623'DESTROYED.
 AC0623
 AC0623                          STATION RECOVERY (1999)
 AC0623
 AC0623'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0623'MARK NOT FOUND.
 AC0623
 AC0623                          STATION RECOVERY (2013)
 AC0623
 AC0623'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0623'ASSUMED DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0624 ***********************************************************************
 AC0624  DESIGNATION -  5.45
 AC0624  PID         -  AC0624
 AC0624  STATE/COUNTY-  FL/COLLIER
 AC0624  COUNTRY     -  US
 AC0624  USGS QUAD   -  ROYAL PALM HAMMOCK (2018)
 AC0624
 AC0624                         *CURRENT SURVEY CONTROL
 AC0624  ______________________________________________________________________
 AC0624* NAD 83(1986) POSITION- 25 57 35.     (N) 081 30 15.     (W)   SCALED
 AC0624* NAVD 88 ORTHO HEIGHT -     1.314 (meters)        4.31  (feet) ADJUSTED
 AC0624  ______________________________________________________________________
 AC0624  GEOID HEIGHT    -        -23.602 (meters)                     GEOID18
 AC0624  DYNAMIC HEIGHT  -          1.311 (meters)        4.30  (feet) COMP
 AC0624  MODELED GRAVITY -    979,031.2   (mgal)                       NAVD 88
 AC0624
 AC0624  VERT ORDER      -  FIRST     CLASS I
 AC0624
 AC0624.The horizontal coordinates were scaled from a map and have
 AC0624.an estimated accuracy of +/- 6 seconds.
 AC0624
 AC0624.The orthometric height was determined by differential leveling and
 AC0624.adjusted by the NATIONAL GEODETIC SURVEY
 AC0624.in June 1991.
 AC0624
 AC0624.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0624.GEOID18 height accuracy estimate available here.
 AC0624
 AC0624.Click photographs - Photos may exist for this station.
 AC0624
 AC0624.The dynamic height is computed by dividing the NAVD 88
 AC0624.geopotential number by the normal gravity value computed on the
 AC0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0624.degrees latitude (g = 980.6199 gals.).
 AC0624
 AC0624.The modeled gravity was interpolated from observed gravity values.
 AC0624
 AC0624;                    North         East    Units  Estimated Accuracy
 AC0624;SPC FL E     -   180,250.      149,510.      MT  (+/- 180 meters Scaled)
 AC0624
 AC0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ495713(NAD 83)
 AC0624
 AC0624                          SUPERSEDED SURVEY CONTROL
 AC0624
 AC0624  NGVD 29 (??/??/92)    1.72   (m)            5.6    (f) COMPUTED    1 1
 AC0624
 AC0624.Superseded values are not recommended for survey control.
 AC0624
 AC0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0624.See file dsdata.pdf to determine how the superseded data were derived.
 AC0624
 AC0624_MARKER: DD = SURVEY DISK
 AC0624_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0624_SP_SET: BRIDGE ABUTMENT
 AC0624_STAMPING: 5.45
 AC0624_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0624
 AC0624  HISTORY     - Date     Condition        Report By
 AC0624  HISTORY     - UNK      MONUMENTED       FLDT
 AC0624  HISTORY     - 19001012 GOOD             USPSQD
 AC0624  HISTORY     - 1966     GOOD             CGS
 AC0624  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0624  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0624  HISTORY     - 20130114 MARK NOT FOUND   FL-021
 AC0624
 AC0624                          STATION DESCRIPTION
 AC0624
 AC0624'DESCRIBED BY US POWER SQUADRON 1900 (HEA)
 AC0624'RECOVERED IN GOOD CONDITION.
 AC0624
 AC0624                          STATION RECOVERY (1966)
 AC0624
 AC0624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AC0624'6 MI SE FROM ROYAL PALM HAMMOCK.
 AC0624'ABOUT 6.05 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0624'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE
 AC0624'TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF HIGHWAY
 AC0624'BRIDGE NO. 54 A, 17.0 FEET SOUTH OF THE CENTER LINE OF THE
 AC0624'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0624
 AC0624                          STATION RECOVERY (1992)
 AC0624
 AC0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0624'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0624'DESTROYED.
 AC0624
 AC0624                          STATION RECOVERY (1999)
 AC0624
 AC0624'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0624'MARK NOT FOUND.
 AC0624
 AC0624                          STATION RECOVERY (2013)
 AC0624
 AC0624'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0624'ASSUMED DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0668 ***********************************************************************
 AC0668  DESIGNATION -  5.52
 AC0668  PID         -  AC0668
 AC0668  STATE/COUNTY-  FL/COLLIER
 AC0668  COUNTRY     -  US
 AC0668  USGS QUAD   -  ROYAL PALM HAMMOCK (2018)
 AC0668
 AC0668                         *CURRENT SURVEY CONTROL
 AC0668  ______________________________________________________________________
 AC0668* NAD 83(1986) POSITION- 25 58 08.     (N) 081 32 49.     (W)   SCALED
 AC0668* NAVD 88 ORTHO HEIGHT -     1.334 (meters)        4.38  (feet) ADJUSTED
 AC0668  ______________________________________________________________________
 AC0668  GEOID HEIGHT    -        -23.536 (meters)                     GEOID18
 AC0668  DYNAMIC HEIGHT  -          1.331 (meters)        4.37  (feet) COMP
 AC0668  MODELED GRAVITY -    979,033.7   (mgal)                       NAVD 88
 AC0668
 AC0668  VERT ORDER      -  FIRST     CLASS I
 AC0668
 AC0668.The horizontal coordinates were scaled from a map and have
 AC0668.an estimated accuracy of +/- 6 seconds.
 AC0668
 AC0668.The orthometric height was determined by differential leveling and
 AC0668.adjusted by the NATIONAL GEODETIC SURVEY
 AC0668.in June 1991.
 AC0668
 AC0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0668.GEOID18 height accuracy estimate available here.
 AC0668
 AC0668.Click photographs - Photos may exist for this station.
 AC0668
 AC0668.The dynamic height is computed by dividing the NAVD 88
 AC0668.geopotential number by the normal gravity value computed on the
 AC0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0668.degrees latitude (g = 980.6199 gals.).
 AC0668
 AC0668.The modeled gravity was interpolated from observed gravity values.
 AC0668
 AC0668;                    North         East    Units  Estimated Accuracy
 AC0668;SPC FL E     -   181,280.      145,230.      MT  (+/- 180 meters Scaled)
 AC0668
 AC0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ452723(NAD 83)
 AC0668
 AC0668                          SUPERSEDED SURVEY CONTROL
 AC0668
 AC0668  NGVD 29 (??/??/92)    1.739  (m)            5.71   (f) ADJ UNCH    1 1
 AC0668
 AC0668.Superseded values are not recommended for survey control.
 AC0668
 AC0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0668.See file dsdata.pdf to determine how the superseded data were derived.
 AC0668
 AC0668_MARKER: DD = SURVEY DISK
 AC0668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0668_SP_SET: BRIDGE ABUTMENT
 AC0668_STAMPING: 5.52
 AC0668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0668
 AC0668  HISTORY     - Date     Condition        Report By
 AC0668  HISTORY     - UNK      MONUMENTED       FLHD
 AC0668  HISTORY     - 1966     GOOD             CGS
 AC0668  HISTORY     - 1990     GOOD             USPSQD
 AC0668  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0668  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0668  HISTORY     - 20130116 MARK NOT FOUND   FL-021
 AC0668
 AC0668                          STATION DESCRIPTION
 AC0668
 AC0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0668'3.4 MI SE FROM ROYAL PALM HAMMOCK.
 AC0668'ABOUT 3.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0668'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE
 AC0668'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT
 AC0668'OF HIGHWAY BRIDGE NO. 47 A, 17 FEET SOUTHWEST OF THE CENTER LINE
 AC0668'OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0668
 AC0668                          STATION RECOVERY (1990)
 AC0668
 AC0668'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0668'RECOVERED IN GOOD CONDITION.
 AC0668
 AC0668                          STATION RECOVERY (1992)
 AC0668
 AC0668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0668'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0668'DESTROYED.
 AC0668
 AC0668                          STATION RECOVERY (1999)
 AC0668
 AC0668'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0668'MARK NOT FOUND.
 AC0668
 AC0668                          STATION RECOVERY (2013)
 AC0668
 AC0668'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0668'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0673 ***********************************************************************
 AC0673  DESIGNATION -  5.53
 AC0673  PID         -  AC0673
 AC0673  STATE/COUNTY-  FL/COLLIER
 AC0673  COUNTRY     -  US
 AC0673  USGS QUAD   -  ROYAL PALM HAMMOCK (2018)
 AC0673
 AC0673                         *CURRENT SURVEY CONTROL
 AC0673  ______________________________________________________________________
 AC0673* NAD 83(1986) POSITION- 25 59 18.     (N) 081 34 56.     (W)   SCALED
 AC0673* NAVD 88 ORTHO HEIGHT -     1.340 (meters)        4.40  (feet) ADJUSTED
 AC0673  ______________________________________________________________________
 AC0673  GEOID HEIGHT    -        -23.505 (meters)                     GEOID18
 AC0673  DYNAMIC HEIGHT  -          1.337 (meters)        4.39  (feet) COMP
 AC0673  MODELED GRAVITY -    979,036.3   (mgal)                       NAVD 88
 AC0673
 AC0673  VERT ORDER      -  FIRST     CLASS I
 AC0673
 AC0673.The horizontal coordinates were scaled from a map and have
 AC0673.an estimated accuracy of +/- 6 seconds.
 AC0673
 AC0673.The orthometric height was determined by differential leveling and
 AC0673.adjusted by the NATIONAL GEODETIC SURVEY
 AC0673.in June 1991.
 AC0673
 AC0673.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0673.GEOID18 height accuracy estimate available here.
 AC0673
 AC0673.Click photographs - Photos may exist for this station.
 AC0673
 AC0673.The dynamic height is computed by dividing the NAVD 88
 AC0673.geopotential number by the normal gravity value computed on the
 AC0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0673.degrees latitude (g = 980.6199 gals.).
 AC0673
 AC0673.The modeled gravity was interpolated from observed gravity values.
 AC0673
 AC0673;                    North         East    Units  Estimated Accuracy
 AC0673;SPC FL E     -   183,450.      141,710.      MT  (+/- 180 meters Scaled)
 AC0673
 AC0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ417745(NAD 83)
 AC0673
 AC0673                          SUPERSEDED SURVEY CONTROL
 AC0673
 AC0673  NGVD 29 (??/??/92)    1.743  (m)            5.72   (f) ADJ UNCH    1 1
 AC0673
 AC0673.Superseded values are not recommended for survey control.
 AC0673
 AC0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0673.See file dsdata.pdf to determine how the superseded data were derived.
 AC0673
 AC0673_MARKER: DD = SURVEY DISK
 AC0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0673_SP_SET: BRIDGE ABUTMENT
 AC0673_STAMPING: 5.53
 AC0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0673
 AC0673  HISTORY     - Date     Condition        Report By
 AC0673  HISTORY     - UNK      MONUMENTED       FLHD
 AC0673  HISTORY     - 1966     GOOD             CGS
 AC0673  HISTORY     - 1990     GOOD             USPSQD
 AC0673  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0673  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0673  HISTORY     - 20130123 MARK NOT FOUND   FL-021
 AC0673
 AC0673                          STATION DESCRIPTION
 AC0673
 AC0673'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0673'0.8 MI SE FROM ROYAL PALM HAMMOCK.
 AC0673'ABOUT 0.8 MILE SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0673'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF THE
 AC0673'SOUTH END OF THE WEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO. 40 A,
 AC0673'17.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1/2
 AC0673'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0673
 AC0673                          STATION RECOVERY (1990)
 AC0673
 AC0673'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0673'RECOVERED IN GOOD CONDITION.
 AC0673
 AC0673                          STATION RECOVERY (1992)
 AC0673
 AC0673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0673'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0673'DESTROYED.
 AC0673
 AC0673                          STATION RECOVERY (1999)
 AC0673
 AC0673'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0673'MARK NOT FOUND.
 AC0673
 AC0673                          STATION RECOVERY (2013)
 AC0673
 AC0673'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0673'ASSUMED DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0674 ***********************************************************************
 AC0674  DESIGNATION -  5.55
 AC0674  PID         -  AC0674
 AC0674  STATE/COUNTY-  FL/COLLIER
 AC0674  COUNTRY     -  US
 AC0674  USGS QUAD   -  ROYAL PALM HAMMOCK (2018)
 AC0674
 AC0674                         *CURRENT SURVEY CONTROL
 AC0674  ______________________________________________________________________
 AC0674* NAD 83(1986) POSITION- 25 59 24.     (N) 081 35 12.     (W)   SCALED
 AC0674* NAVD 88 ORTHO HEIGHT -     1.343 (meters)        4.41  (feet) ADJUSTED
 AC0674  ______________________________________________________________________
 AC0674  GEOID HEIGHT    -        -23.500 (meters)                     GEOID18
 AC0674  DYNAMIC HEIGHT  -          1.341 (meters)        4.40  (feet) COMP
 AC0674  MODELED GRAVITY -    979,036.5   (mgal)                       NAVD 88
 AC0674
 AC0674  VERT ORDER      -  FIRST     CLASS I
 AC0674
 AC0674.The horizontal coordinates were scaled from a map and have
 AC0674.an estimated accuracy of +/- 6 seconds.
 AC0674
 AC0674.The orthometric height was determined by differential leveling and
 AC0674.adjusted by the NATIONAL GEODETIC SURVEY
 AC0674.in June 1991.
 AC0674
 AC0674.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0674.GEOID18 height accuracy estimate available here.
 AC0674
 AC0674.Click photographs - Photos may exist for this station.
 AC0674
 AC0674.The dynamic height is computed by dividing the NAVD 88
 AC0674.geopotential number by the normal gravity value computed on the
 AC0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0674.degrees latitude (g = 980.6199 gals.).
 AC0674
 AC0674.The modeled gravity was interpolated from observed gravity values.
 AC0674
 AC0674;                    North         East    Units  Estimated Accuracy
 AC0674;SPC FL E     -   183,640.      141,260.      MT  (+/- 180 meters Scaled)
 AC0674
 AC0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ412747(NAD 83)
 AC0674
 AC0674                          SUPERSEDED SURVEY CONTROL
 AC0674
 AC0674  NGVD 29 (??/??/92)    1.746  (m)            5.73   (f) ADJ UNCH    1 1
 AC0674
 AC0674.Superseded values are not recommended for survey control.
 AC0674
 AC0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0674.See file dsdata.pdf to determine how the superseded data were derived.
 AC0674
 AC0674_MARKER: DD = SURVEY DISK
 AC0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0674_SP_SET: BRIDGE ABUTMENT
 AC0674_STAMPING: 5.55
 AC0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0674
 AC0674  HISTORY     - Date     Condition        Report By
 AC0674  HISTORY     - UNK      MONUMENTED       FLHD
 AC0674  HISTORY     - 1966     GOOD             CGS
 AC0674  HISTORY     - 1990     GOOD             USPSQD
 AC0674  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0674  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0674  HISTORY     - 20130123 MARK NOT FOUND   FL-021
 AC0674
 AC0674                          STATION DESCRIPTION
 AC0674
 AC0674'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0674'0.5 MI SE FROM ROYAL PALM HAMMOCK.
 AC0674'ABOUT 0.5 MILE SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0674'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF
 AC0674'THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0674'BRIDGE NO 39 A, 17.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0674'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0674
 AC0674                          STATION RECOVERY (1990)
 AC0674
 AC0674'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0674'RECOVERED IN GOOD CONDITION.
 AC0674
 AC0674                          STATION RECOVERY (1992)
 AC0674
 AC0674'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0674'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0674'DESTROYED.
 AC0674
 AC0674                          STATION RECOVERY (1999)
 AC0674
 AC0674'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0674'MARK NOT FOUND.
 AC0674
 AC0674                          STATION RECOVERY (2013)
 AC0674
 AC0674'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0674'ASSUMED DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3405 ***********************************************************************
 DR3405  DESIGNATION -  5.55
 DR3405  PID         -  DR3405
 DR3405  STATE/COUNTY-  FL/MIAMI-DADE
 DR3405  COUNTRY     -  US
 DR3405  USGS QUAD   -  ARSENICKER KEYS (2018)
 DR3405
 DR3405                         *CURRENT SURVEY CONTROL
 DR3405  ______________________________________________________________________
 DR3405* NAD 83(1986) POSITION- 25 26 53.34   (N) 080 22 02.70   (W)   HD_HELD1
 DR3405* NAVD 88 ORTHO HEIGHT -     1.717 (meters)        5.63  (feet) ADJUSTED
 DR3405  ______________________________________________________________________
 DR3405  GEOID HEIGHT    -        -25.240 (meters)                     GEOID18
 DR3405  DYNAMIC HEIGHT  -          1.714 (meters)        5.62  (feet) COMP
 DR3405  MODELED GRAVITY -    978,969.3   (mgal)                       NAVD 88
 DR3405
 DR3405  VERT ORDER      -  FIRST     CLASS II
 DR3405
 DR3405.The horizontal coordinates were determined by differentially corrected
 DR3405.hand held GPS observations or other comparable positioning techniques
 DR3405.and have an estimated accuracy of +/- 3 meters.
 DR3405
 DR3405.The orthometric height was determined by differential leveling and
 DR3405.adjusted by the NATIONAL GEODETIC SURVEY
 DR3405.in April 2020.
 DR3405
 DR3405.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3405.GEOID18 height accuracy estimate available here.
 DR3405
 DR3405.Click photographs - Photos may exist for this station.
 DR3405
 DR3405.The dynamic height is computed by dividing the NAVD 88
 DR3405.geopotential number by the normal gravity value computed on the
 DR3405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3405.degrees latitude (g = 980.6199 gals.).
 DR3405
 DR3405.The modeled gravity was interpolated from observed gravity values.
 DR3405
 DR3405;                    North         East    Units  Estimated Accuracy
 DR3405;SPC FL E     -   123,633.3     263,622.8     MT  (+/- 3 meters HH1 GPS) 
 DR3405
 DR3405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6360114723(NAD 83)
 DR3405
 DR3405                          SUPERSEDED SURVEY CONTROL
 DR3405
 DR3405.No superseded survey control is available for this station.
 DR3405
 DR3405_MARKER: DD = SURVEY DISK
 DR3405_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR3405_SP_SET: HEADWALL
 DR3405_STAMPING: 5.55
 DR3405_MARK LOGO: FL-025
 DR3405_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3405+STABILITY: SURFACE MOTION
 DR3405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3405+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2018
 DR3405
 DR3405  HISTORY     - Date     Condition        Report By
 DR3405  HISTORY     - UNK      MONUMENTED       FL-025
 DR3405  HISTORY     - 20181002 GOOD             FLDEP
 DR3405
 DR3405                          STATION DESCRIPTION
 DR3405
 DR3405'DESCRIBED BY FL DEPT OF ENV PRO 2018 (DLP)
 DR3405'THE MARK IS ABOUT 10.8 MI (17.4 KM) SOUTH OF PERRINE, 7.9 MI (12.7 KM)
 DR3405'SOUTH OF GOULDS, 7.1 MI (11.4 KM) EAST OF HOMESTEAD, IN SECTION 30,
 DR3405'TOWNSHIP 57 SOUTH, RANGE 40 EAST.
 DR3405'
 DR3405'TO REACH THE MARK FROM THE POST OFFICE AT THE INTERSECTION OF SW 344
 DR3405'STREET (W PALM DRIVE) AND SW 187 AVENUE (REDLAND ROAD) IN FLORIDA
 DR3405'CITY, GO EAST ON SW 344 STREET (W PALM DRIVE) FOR 1.1 MI (1.8 KM) TO
 DR3405'THE INTERSECTION OF U.S. HIGHWAY 1 AND SW 344 STREET, GO EAST ON SW
 DR3405'344 STREET (PALM DRIVE) FOR 6.1 MI (9.8 KM) TO THE JUNCTION OF SW 117
 DR3405'AVENUE ON THE LEFT, CONTINUE EAST SW 344 STREET (PALM DRIVE) FOR 0.75
 DR3405'MI (1.2 KM) TO THE JUNCTION OF A CANAL CONTROL STATION ON THE LEFT,
 DR3405'TURN LEFT AND GO NORTH FOR 40.0 FT (12.2 M) TO THE MARK ON THE LEFT,
 DR3405'SET FLUSH IN THE TOP OF THE SOUTH END OF THE CONCRETE HEADWALL 2.0 FT
 DR3405'(0.6 M) ABOVE THE LEVEL OF SW 344TH STREET.
 DR3405'
 DR3405'LOCATED 39.6 FT (12.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF SW
 DR3405'344TH STREET, 23.0 FT (7.0 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DR3405'THE CANAL OVERPASS ROAD, 22.7 FT (6.9 M) SOUTH OF THE SOUTHWEST CORNER
 DR3405'OF THE PUMP STATION BUILDING, 4.5 FT EAST OF WEST EDGE OF THE CONCRETE
 DR3405'STRUCTURE AND 1.0 FT (0.3 M) NORTH OF SOUTH END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0662 ***********************************************************************
 AC0662  DESIGNATION -  5.56
 AC0662  PID         -  AC0662
 AC0662  STATE/COUNTY-  FL/COLLIER
 AC0662  COUNTRY     -  US
 AC0662  USGS QUAD   -  ROYAL PALM HAMMOCK (2018)
 AC0662
 AC0662                         *CURRENT SURVEY CONTROL
 AC0662  ______________________________________________________________________
 AC0662* NAD 83(1986) POSITION- 25 58 58.     (N) 081 33 52.     (W)   SCALED
 AC0662* NAVD 88 ORTHO HEIGHT -     1.344 (meters)        4.41  (feet) ADJUSTED
 AC0662  ______________________________________________________________________
 AC0662  GEOID HEIGHT    -        -23.529 (meters)                     GEOID18
 AC0662  DYNAMIC HEIGHT  -          1.342 (meters)        4.40  (feet) COMP
 AC0662  MODELED GRAVITY -    979,035.3   (mgal)                       NAVD 88
 AC0662
 AC0662  VERT ORDER      -  FIRST     CLASS I
 AC0662
 AC0662.The horizontal coordinates were scaled from a map and have
 AC0662.an estimated accuracy of +/- 6 seconds.
 AC0662
 AC0662.The orthometric height was determined by differential leveling and
 AC0662.adjusted by the NATIONAL GEODETIC SURVEY
 AC0662.in June 1991.
 AC0662
 AC0662.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0662.GEOID18 height accuracy estimate available here.
 AC0662
 AC0662.Click photographs - Photos may exist for this station.
 AC0662
 AC0662.The dynamic height is computed by dividing the NAVD 88
 AC0662.geopotential number by the normal gravity value computed on the
 AC0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0662.degrees latitude (g = 980.6199 gals.).
 AC0662
 AC0662.The modeled gravity was interpolated from observed gravity values.
 AC0662
 AC0662;                    North         East    Units  Estimated Accuracy
 AC0662;SPC FL E     -   182,830.      143,480.      MT  (+/- 180 meters Scaled)
 AC0662
 AC0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ435738(NAD 83)
 AC0662
 AC0662                          SUPERSEDED SURVEY CONTROL
 AC0662
 AC0662  NGVD 29 (??/??/92)    1.749  (m)            5.74   (f) ADJ UNCH    1 1
 AC0662
 AC0662.Superseded values are not recommended for survey control.
 AC0662
 AC0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0662.See file dsdata.pdf to determine how the superseded data were derived.
 AC0662
 AC0662_MARKER: DD = SURVEY DISK
 AC0662_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0662_SP_SET: BRIDGE ABUTMENT
 AC0662_STAMPING: 5.56
 AC0662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0662
 AC0662  HISTORY     - Date     Condition        Report By
 AC0662  HISTORY     - UNK      MONUMENTED       FLHD
 AC0662  HISTORY     - 1966     GOOD             CGS
 AC0662  HISTORY     - 1990     GOOD             USPSQD
 AC0662  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0662  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0662  HISTORY     - 20130116 MARK NOT FOUND   FL-021
 AC0662
 AC0662                          STATION DESCRIPTION
 AC0662
 AC0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0662'2 MI SE FROM ROYAL PALM HAMMOCK.
 AC0662'ABOUT 2.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0662'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF
 AC0662'THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0662'BRIDGE NO. 43 A, 17.5 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0662'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0662
 AC0662                          STATION RECOVERY (1990)
 AC0662
 AC0662'RECOVERY NOTE BY US POWER SQUADRON 1990 (FL)
 AC0662'RECOVERED IN GOOD CONDITION.
 AC0662
 AC0662                          STATION RECOVERY (1992)
 AC0662
 AC0662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0662'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0662'DESTROYED.
 AC0662
 AC0662                          STATION RECOVERY (1999)
 AC0662
 AC0662'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0662'MARK NOT FOUND.
 AC0662
 AC0662                          STATION RECOVERY (2013)
 AC0662
 AC0662'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0662'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0663 ***********************************************************************
 AC0663  DESIGNATION -  5.57
 AC0663  PID         -  AC0663
 AC0663  STATE/COUNTY-  FL/COLLIER
 AC0663  COUNTRY     -  US
 AC0663  USGS QUAD   -  ROYAL PALM HAMMOCK (2018)
 AC0663
 AC0663                         *CURRENT SURVEY CONTROL
 AC0663  ______________________________________________________________________
 AC0663* NAD 83(1986) POSITION- 25 59 16.     (N) 081 34 41.     (W)   SCALED
 AC0663* NAVD 88 ORTHO HEIGHT -     1.352 (meters)        4.44  (feet) ADJUSTED
 AC0663  ______________________________________________________________________
 AC0663  GEOID HEIGHT    -        -23.512 (meters)                     GEOID18
 AC0663  DYNAMIC HEIGHT  -          1.350 (meters)        4.43  (feet) COMP
 AC0663  MODELED GRAVITY -    979,036.1   (mgal)                       NAVD 88
 AC0663
 AC0663  VERT ORDER      -  FIRST     CLASS I
 AC0663
 AC0663.The horizontal coordinates were scaled from a map and have
 AC0663.an estimated accuracy of +/- 6 seconds.
 AC0663
 AC0663.The orthometric height was determined by differential leveling and
 AC0663.adjusted by the NATIONAL GEODETIC SURVEY
 AC0663.in June 1991.
 AC0663
 AC0663.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0663.GEOID18 height accuracy estimate available here.
 AC0663
 AC0663.Click photographs - Photos may exist for this station.
 AC0663
 AC0663.The dynamic height is computed by dividing the NAVD 88
 AC0663.geopotential number by the normal gravity value computed on the
 AC0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0663.degrees latitude (g = 980.6199 gals.).
 AC0663
 AC0663.The modeled gravity was interpolated from observed gravity values.
 AC0663
 AC0663;                    North         East    Units  Estimated Accuracy
 AC0663;SPC FL E     -   183,390.      142,120.      MT  (+/- 180 meters Scaled)
 AC0663
 AC0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ421744(NAD 83)
 AC0663
 AC0663                          SUPERSEDED SURVEY CONTROL
 AC0663
 AC0663  NGVD 29 (??/??/92)    1.755  (m)            5.76   (f) ADJ UNCH    1 1
 AC0663
 AC0663.Superseded values are not recommended for survey control.
 AC0663
 AC0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0663.See file dsdata.pdf to determine how the superseded data were derived.
 AC0663
 AC0663_MARKER: DD = SURVEY DISK
 AC0663_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0663_SP_SET: BRIDGE ABUTMENT
 AC0663_STAMPING: 5.57
 AC0663_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0663
 AC0663  HISTORY     - Date     Condition        Report By
 AC0663  HISTORY     - UNK      MONUMENTED       FLHD
 AC0663  HISTORY     - 1966     GOOD             CGS
 AC0663  HISTORY     - 1990     GOOD             USPSQD
 AC0663  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0663  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0663  HISTORY     - 20130123 MARK NOT FOUND   FL-021
 AC0663
 AC0663                          STATION DESCRIPTION
 AC0663
 AC0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0663'1 MI SE FROM ROYAL PALM HAMMOCK.
 AC0663'ABOUT 1.0 MILE SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0663'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF
 AC0663'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO.
 AC0663'41 A, 17 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 AC0663'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0663
 AC0663                          STATION RECOVERY (1990)
 AC0663
 AC0663'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0663'RECOVERED IN GOOD CONDITION.
 AC0663
 AC0663                          STATION RECOVERY (1992)
 AC0663
 AC0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0663'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0663'DESTROYED.
 AC0663
 AC0663                          STATION RECOVERY (1999)
 AC0663
 AC0663'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0663'MARK NOT FOUND.
 AC0663
 AC0663                          STATION RECOVERY (2013)
 AC0663
 AC0663'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0663'ASSUMED DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0669 ***********************************************************************
 AC0669  DESIGNATION -  5.58
 AC0669  PID         -  AC0669
 AC0669  STATE/COUNTY-  FL/COLLIER
 AC0669  COUNTRY     -  US
 AC0669  USGS QUAD   -  ROYAL PALM HAMMOCK (2018)
 AC0669
 AC0669                         *CURRENT SURVEY CONTROL
 AC0669  ______________________________________________________________________
 AC0669* NAD 83(1986) POSITION- 25 58 33.     (N) 081 33 20.     (W)   SCALED
 AC0669* NAVD 88 ORTHO HEIGHT -     1.360 (meters)        4.46  (feet) ADJUSTED
 AC0669  ______________________________________________________________________
 AC0669  GEOID HEIGHT    -        -23.533 (meters)                     GEOID18
 AC0669  DYNAMIC HEIGHT  -          1.358 (meters)        4.46  (feet) COMP
 AC0669  MODELED GRAVITY -    979,034.5   (mgal)                       NAVD 88
 AC0669
 AC0669  VERT ORDER      -  FIRST     CLASS I
 AC0669
 AC0669.The horizontal coordinates were scaled from a map and have
 AC0669.an estimated accuracy of +/- 6 seconds.
 AC0669
 AC0669.The orthometric height was determined by differential leveling and
 AC0669.adjusted by the NATIONAL GEODETIC SURVEY
 AC0669.in June 1991.
 AC0669
 AC0669.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0669.GEOID18 height accuracy estimate available here.
 AC0669
 AC0669.Click photographs - Photos may exist for this station.
 AC0669
 AC0669.The dynamic height is computed by dividing the NAVD 88
 AC0669.geopotential number by the normal gravity value computed on the
 AC0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0669.degrees latitude (g = 980.6199 gals.).
 AC0669
 AC0669.The modeled gravity was interpolated from observed gravity values.
 AC0669
 AC0669;                    North         East    Units  Estimated Accuracy
 AC0669;SPC FL E     -   182,060.      144,370.      MT  (+/- 180 meters Scaled)
 AC0669
 AC0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ443731(NAD 83)
 AC0669
 AC0669                          SUPERSEDED SURVEY CONTROL
 AC0669
 AC0669  NGVD 29 (??/??/92)    1.765  (m)            5.79   (f) ADJ UNCH    1 1
 AC0669
 AC0669.Superseded values are not recommended for survey control.
 AC0669
 AC0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0669.See file dsdata.pdf to determine how the superseded data were derived.
 AC0669
 AC0669_MARKER: DD = SURVEY DISK
 AC0669_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0669_SP_SET: BRIDGE ABUTMENT
 AC0669_STAMPING: 5.58
 AC0669_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0669
 AC0669  HISTORY     - Date     Condition        Report By
 AC0669  HISTORY     - UNK      MONUMENTED       FLHD
 AC0669  HISTORY     - 1966     GOOD             CGS
 AC0669  HISTORY     - 1990     GOOD             USPSQD
 AC0669  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0669  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0669  HISTORY     - 20130116 MARK NOT FOUND   FL-021
 AC0669
 AC0669                          STATION DESCRIPTION
 AC0669
 AC0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0669'2.7 MI SE FROM ROYAL PALM HAMMOCK.
 AC0669'ABOUT 2.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0669'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP
 AC0669'OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 AC0669'HIGHWAY BRIDGE NO. 46 A, 17.5 FEET SOUTHWEST OF THE CENTER LINE
 AC0669'OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0669
 AC0669                          STATION RECOVERY (1990)
 AC0669
 AC0669'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0669'RECOVERED IN GOOD CONDITION.
 AC0669
 AC0669                          STATION RECOVERY (1992)
 AC0669
 AC0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0669'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0669'DESTROYED.
 AC0669
 AC0669                          STATION RECOVERY (1999)
 AC0669
 AC0669'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0669'MARK NOT FOUND.
 AC0669
 AC0669                          STATION RECOVERY (2013)
 AC0669
 AC0669'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0669'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0645 ***********************************************************************
 AC0645  DESIGNATION -  5.59
 AC0645  PID         -  AC0645
 AC0645  STATE/COUNTY-  FL/COLLIER
 AC0645  COUNTRY     -  US
 AC0645  USGS QUAD   -  WEAVERS STATION (2018)
 AC0645
 AC0645                         *CURRENT SURVEY CONTROL
 AC0645  ______________________________________________________________________
 AC0645* NAD 83(1986) POSITION- 25 56 18.     (N) 081 27 41.     (W)   SCALED
 AC0645* NAVD 88 ORTHO HEIGHT -     1.339 (meters)        4.39  (feet) ADJUSTED
 AC0645  ______________________________________________________________________
 AC0645  GEOID HEIGHT    -        -23.644 (meters)                     GEOID18
 AC0645  DYNAMIC HEIGHT  -          1.337 (meters)        4.39  (feet) COMP
 AC0645  MODELED GRAVITY -    979,028.4   (mgal)                       NAVD 88
 AC0645
 AC0645  VERT ORDER      -  FIRST     CLASS I
 AC0645
 AC0645.The horizontal coordinates were scaled from a map and have
 AC0645.an estimated accuracy of +/- 6 seconds.
 AC0645
 AC0645.The orthometric height was determined by differential leveling and
 AC0645.adjusted by the NATIONAL GEODETIC SURVEY
 AC0645.in June 1991.
 AC0645
 AC0645.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0645.GEOID18 height accuracy estimate available here.
 AC0645
 AC0645.Click photographs - Photos may exist for this station.
 AC0645
 AC0645.The dynamic height is computed by dividing the NAVD 88
 AC0645.geopotential number by the normal gravity value computed on the
 AC0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0645.degrees latitude (g = 980.6199 gals.).
 AC0645
 AC0645.The modeled gravity was interpolated from observed gravity values.
 AC0645
 AC0645;                    North         East    Units  Estimated Accuracy
 AC0645;SPC FL E     -   177,870.      153,790.      MT  (+/- 180 meters Scaled)
 AC0645
 AC0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ538689(NAD 83)
 AC0645
 AC0645                          SUPERSEDED SURVEY CONTROL
 AC0645
 AC0645  NGVD 29 (??/??/92)    1.751  (m)            5.74   (f) ADJ UNCH    1 1
 AC0645
 AC0645.Superseded values are not recommended for survey control.
 AC0645
 AC0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0645.See file dsdata.pdf to determine how the superseded data were derived.
 AC0645
 AC0645_MARKER: DD = SURVEY DISK
 AC0645_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0645_SP_SET: BRIDGE ABUTMENT
 AC0645_STAMPING: 5.59
 AC0645_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0645
 AC0645  HISTORY     - Date     Condition        Report By
 AC0645  HISTORY     - UNK      MONUMENTED       FLDT
 AC0645  HISTORY     - 1966     GOOD             CGS
 AC0645  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0645  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0645  HISTORY     - 20130128 MARK NOT FOUND   FL-021
 AC0645
 AC0645                          STATION DESCRIPTION
 AC0645
 AC0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0645'9.8 MI SE FROM ROYAL PALM HAMMOCK.
 AC0645'ABOUT 9.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0645'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, ABOUT 6.35
 AC0645'MILES NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 29, SET IN
 AC0645'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT
 AC0645'OF HIGHWAY BRIDGE NO. 63 A, 17.5 FEET SOUTHWEST OF THE CENTER
 AC0645'LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE
 AC0645'HIGHWAY.
 AC0645
 AC0645                          STATION RECOVERY (1992)
 AC0645
 AC0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0645'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0645'DESTROYED.
 AC0645
 AC0645                          STATION RECOVERY (1999)
 AC0645
 AC0645'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0645'MARK NOT FOUND.
 AC0645
 AC0645                          STATION RECOVERY (2013)
 AC0645
 AC0645'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0645'ASSUMED DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0659 ***********************************************************************
 AC0659  DESIGNATION -  5.61
 AC0659  PID         -  AC0659
 AC0659  STATE/COUNTY-  FL/COLLIER
 AC0659  COUNTRY     -  US
 AC0659  USGS QUAD   -  ROYAL PALM HAMMOCK (2018)
 AC0659
 AC0659                         *CURRENT SURVEY CONTROL
 AC0659  ______________________________________________________________________
 AC0659* NAD 83(1986) POSITION- 25 58 00.     (N) 081 31 57.     (W)   SCALED
 AC0659* NAVD 88 ORTHO HEIGHT -     1.362 (meters)        4.47  (feet) ADJUSTED
 AC0659  ______________________________________________________________________
 AC0659  GEOID HEIGHT    -        -23.559 (meters)                     GEOID18
 AC0659  DYNAMIC HEIGHT  -          1.360 (meters)        4.46  (feet) COMP
 AC0659  MODELED GRAVITY -    979,032.9   (mgal)                       NAVD 88
 AC0659
 AC0659  VERT ORDER      -  FIRST     CLASS I
 AC0659
 AC0659.The horizontal coordinates were scaled from a map and have
 AC0659.an estimated accuracy of +/- 6 seconds.
 AC0659
 AC0659.The orthometric height was determined by differential leveling and
 AC0659.adjusted by the NATIONAL GEODETIC SURVEY
 AC0659.in June 1991.
 AC0659
 AC0659.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0659.GEOID18 height accuracy estimate available here.
 AC0659
 AC0659.Click photographs - Photos may exist for this station.
 AC0659
 AC0659.The dynamic height is computed by dividing the NAVD 88
 AC0659.geopotential number by the normal gravity value computed on the
 AC0659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0659.degrees latitude (g = 980.6199 gals.).
 AC0659
 AC0659.The modeled gravity was interpolated from observed gravity values.
 AC0659
 AC0659;                    North         East    Units  Estimated Accuracy
 AC0659;SPC FL E     -   181,030.      146,680.      MT  (+/- 180 meters Scaled)
 AC0659
 AC0659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ466721(NAD 83)
 AC0659
 AC0659                          SUPERSEDED SURVEY CONTROL
 AC0659
 AC0659  NGVD 29 (??/??/92)    1.769  (m)            5.80   (f) ADJ UNCH    1 1
 AC0659
 AC0659.Superseded values are not recommended for survey control.
 AC0659
 AC0659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0659.See file dsdata.pdf to determine how the superseded data were derived.
 AC0659
 AC0659_MARKER: DD = SURVEY DISK
 AC0659_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0659_SP_SET: BRIDGE
 AC0659_STAMPING: 5.61
 AC0659_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0659
 AC0659  HISTORY     - Date     Condition        Report By
 AC0659  HISTORY     - UNK      MONUMENTED       FLHD
 AC0659  HISTORY     - 1966     GOOD             CGS
 AC0659  HISTORY     - 1990     GOOD             USPSQD
 AC0659  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0659  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0659  HISTORY     - 20130116 MARK NOT FOUND   FL-021
 AC0659
 AC0659                          STATION DESCRIPTION
 AC0659
 AC0659'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0659'4.1 MI SE FROM ROYAL PALM HAMMOCK.
 AC0659'ABOUT 4.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0659'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF
 AC0659'THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0659'BRIDGE NO. 49 A, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0659'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0659
 AC0659                          STATION RECOVERY (1990)
 AC0659
 AC0659'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0659'RECOVERED IN GOOD CONDITION.
 AC0659
 AC0659                          STATION RECOVERY (1992)
 AC0659
 AC0659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0659'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0659'DESTROYED.
 AC0659
 AC0659                          STATION RECOVERY (1999)
 AC0659
 AC0659'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0659'MARK NOT FOUND.
 AC0659
 AC0659                          STATION RECOVERY (2013)
 AC0659
 AC0659'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0659'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0671 ***********************************************************************
 AC0671  DESIGNATION -  5.63
 AC0671  PID         -  AC0671
 AC0671  STATE/COUNTY-  FL/COLLIER
 AC0671  COUNTRY     -  US
 AC0671  USGS QUAD   -  ROYAL PALM HAMMOCK (2018)
 AC0671
 AC0671                         *CURRENT SURVEY CONTROL
 AC0671  ______________________________________________________________________
 AC0671* NAD 83(1986) POSITION- 25 58 53.     (N) 081 33 45.     (W)   SCALED
 AC0671* NAVD 88 ORTHO HEIGHT -     1.370 (meters)        4.49  (feet) ADJUSTED
 AC0671  ______________________________________________________________________
 AC0671  GEOID HEIGHT    -        -23.530 (meters)                     GEOID18
 AC0671  DYNAMIC HEIGHT  -          1.368 (meters)        4.49  (feet) COMP
 AC0671  MODELED GRAVITY -    979,035.1   (mgal)                       NAVD 88
 AC0671
 AC0671  VERT ORDER      -  FIRST     CLASS I
 AC0671
 AC0671.The horizontal coordinates were scaled from a map and have
 AC0671.an estimated accuracy of +/- 6 seconds.
 AC0671
 AC0671.The orthometric height was determined by differential leveling and
 AC0671.adjusted by the NATIONAL GEODETIC SURVEY
 AC0671.in June 1991.
 AC0671
 AC0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0671.GEOID18 height accuracy estimate available here.
 AC0671
 AC0671.Click photographs - Photos may exist for this station.
 AC0671
 AC0671.The dynamic height is computed by dividing the NAVD 88
 AC0671.geopotential number by the normal gravity value computed on the
 AC0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0671.degrees latitude (g = 980.6199 gals.).
 AC0671
 AC0671.The modeled gravity was interpolated from observed gravity values.
 AC0671
 AC0671;                    North         East    Units  Estimated Accuracy
 AC0671;SPC FL E     -   182,670.      143,680.      MT  (+/- 180 meters Scaled)
 AC0671
 AC0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ436737(NAD 83)
 AC0671
 AC0671                          SUPERSEDED SURVEY CONTROL
 AC0671
 AC0671  NGVD 29 (??/??/92)    1.775  (m)            5.82   (f) ADJ UNCH    1 1
 AC0671
 AC0671.Superseded values are not recommended for survey control.
 AC0671
 AC0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0671.See file dsdata.pdf to determine how the superseded data were derived.
 AC0671
 AC0671_MARKER: DD = SURVEY DISK
 AC0671_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0671_SP_SET: BRIDGE ABUTMENT
 AC0671_STAMPING: 5.63
 AC0671_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0671
 AC0671  HISTORY     - Date     Condition        Report By
 AC0671  HISTORY     - UNK      MONUMENTED       FLHD
 AC0671  HISTORY     - 1966     GOOD             CGS
 AC0671  HISTORY     - 1990     GOOD             USPSQD
 AC0671  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0671  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0671  HISTORY     - 20130116 MARK NOT FOUND   FL-021
 AC0671
 AC0671                          STATION DESCRIPTION
 AC0671
 AC0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0671'2.1 MI SE FROM ROYAL PALM HAMMOCK.
 AC0671'ABOUT 2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0671'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF
 AC0671'THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0671'BRIDGE NO. 44 A, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0671'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0671
 AC0671                          STATION RECOVERY (1990)
 AC0671
 AC0671'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0671'RECOVERED IN GOOD CONDITION.
 AC0671
 AC0671                          STATION RECOVERY (1992)
 AC0671
 AC0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0671'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0671'DESTROYED.
 AC0671
 AC0671                          STATION RECOVERY (1999)
 AC0671
 AC0671'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0671'MARK NOT FOUND.
 AC0671
 AC0671                          STATION RECOVERY (2013)
 AC0671
 AC0671'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0671'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0616 ***********************************************************************
 AC0616  DESIGNATION -  5.64
 AC0616  PID         -  AC0616
 AC0616  STATE/COUNTY-  FL/COLLIER
 AC0616  COUNTRY     -  US
 AC0616  USGS QUAD   -  WEAVERS STATION (2018)
 AC0616
 AC0616                         *CURRENT SURVEY CONTROL
 AC0616  ______________________________________________________________________
 AC0616* NAD 83(1986) POSITION- 25 55 39.     (N) 081 25 48.     (W)   SCALED
 AC0616* NAVD 88 ORTHO HEIGHT -     1.332 (meters)        4.37  (feet) ADJUSTED
 AC0616  ______________________________________________________________________
 AC0616  GEOID HEIGHT    -        -23.685 (meters)                     GEOID18
 AC0616  DYNAMIC HEIGHT  -          1.329 (meters)        4.36  (feet) COMP
 AC0616  MODELED GRAVITY -    979,026.0   (mgal)                       NAVD 88
 AC0616
 AC0616  VERT ORDER      -  FIRST     CLASS I
 AC0616
 AC0616.The horizontal coordinates were scaled from a map and have
 AC0616.an estimated accuracy of +/- 6 seconds.
 AC0616
 AC0616.The orthometric height was determined by differential leveling and
 AC0616.adjusted by the NATIONAL GEODETIC SURVEY
 AC0616.in June 1991.
 AC0616
 AC0616.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0616.GEOID18 height accuracy estimate available here.
 AC0616
 AC0616.Click photographs - Photos may exist for this station.
 AC0616
 AC0616.The dynamic height is computed by dividing the NAVD 88
 AC0616.geopotential number by the normal gravity value computed on the
 AC0616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0616.degrees latitude (g = 980.6199 gals.).
 AC0616
 AC0616.The modeled gravity was interpolated from observed gravity values.
 AC0616
 AC0616;                    North         East    Units  Estimated Accuracy
 AC0616;SPC FL E     -   176,650.      156,930.      MT  (+/- 180 meters Scaled)
 AC0616
 AC0616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ569677(NAD 83)
 AC0616
 AC0616                          SUPERSEDED SURVEY CONTROL
 AC0616
 AC0616  NGVD 29 (??/??/92)    1.745  (m)            5.73   (f) ADJ UNCH    1 1
 AC0616
 AC0616.Superseded values are not recommended for survey control.
 AC0616
 AC0616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0616.See file dsdata.pdf to determine how the superseded data were derived.
 AC0616
 AC0616_MARKER: DD = SURVEY DISK
 AC0616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0616_SP_SET: BRIDGE ABUTMENT
 AC0616_STAMPING: 5.64
 AC0616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0616
 AC0616  HISTORY     - Date     Condition        Report By
 AC0616  HISTORY     - UNK      MONUMENTED       FLDT
 AC0616  HISTORY     - 1966     GOOD             CGS
 AC0616  HISTORY     - 1990     GOOD             USPSQD
 AC0616  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0616  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0616  HISTORY     - 20140710 MARK NOT FOUND   FL-021
 AC0616
 AC0616                          STATION DESCRIPTION
 AC0616
 AC0616'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0616'8.4 MI NW FROM OCHOPEE.
 AC0616'ABOUT 8.45 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AC0616'THE POST OFFICE AT OCHOPEE, ABOUT 4.25 MILES NORTHWEST OF THE
 AC0616'INTERSECTION OF STATE HIGHWAY 29, SET IN TOP OF THE SOUTHWEST
 AC0616'END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO.
 AC0616'68 A, 17.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 AC0616'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0616
 AC0616                          STATION RECOVERY (1990)
 AC0616
 AC0616'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0616'RECOVERED IN GOOD CONDITION.
 AC0616
 AC0616                          STATION RECOVERY (1992)
 AC0616
 AC0616'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0616'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0616'DESTROYED.
 AC0616
 AC0616                          STATION RECOVERY (1999)
 AC0616
 AC0616'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0616'MARK NOT FOUND.
 AC0616
 AC0616                          STATION RECOVERY (2014)
 AC0616
 AC0616'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AC0616'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3161 ***********************************************************************
 AC3161  DESIGNATION -  5.64 RESET
 AC3161  PID         -  AC3161
 AC3161  STATE/COUNTY-  FL/COLLIER
 AC3161  COUNTRY     -  US
 AC3161  USGS QUAD   -  WEAVERS STATION (2018)
 AC3161
 AC3161                         *CURRENT SURVEY CONTROL
 AC3161  ______________________________________________________________________
 AC3161* NAD 83(1986) POSITION- 25 55 38.70   (N) 081 25 48.18   (W)   HD_HELD1
 AC3161* NAVD 88 ORTHO HEIGHT -     1.10  (+/-2cm)        3.6   (feet) VERTCON3
 AC3161  ______________________________________________________________________
 AC3161  GEOID HEIGHT    -        -23.685 (meters)                     GEOID18
 AC3161  VERT ORDER      -  THIRD (See Below)
 AC3161
 AC3161.The horizontal coordinates were determined by differentially corrected
 AC3161.hand held GPS observations or other comparable positioning techniques
 AC3161.and have an estimated accuracy of +/- 3 meters.
 AC3161
 AC3161.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC3161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC3161
 AC3161.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3161.GEOID18 height accuracy estimate available here.
 AC3161
 AC3161.The vertical order pertains to the NGVD 29 superseded value.
 AC3161
 AC3161.Click photographs - Photos may exist for this station.
 AC3161
 AC3161;                    North         East    Units  Estimated Accuracy
 AC3161;SPC FL E     -   176,644.7     156,920.2     MT  (+/- 3 meters HH1 GPS) 
 AC3161
 AC3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5693467716(NAD 83)
 AC3161
 AC3161                          SUPERSEDED SURVEY CONTROL
 AC3161
 AC3161  NGVD 29 (01/31/13)    1.51   (m)            5.0    (f) RESET       3  
 AC3161
 AC3161.Superseded values are not recommended for survey control.
 AC3161
 AC3161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3161.See file dsdata.pdf to determine how the superseded data were derived.
 AC3161
 AC3161_MARKER: DD = SURVEY DISK
 AC3161_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3161_SP_SET: BRIDGE
 AC3161_STAMPING: 5.64 RESET 1976
 AC3161_MARK LOGO: FLDT
 AC3161_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3161
 AC3161  HISTORY     - Date     Condition        Report By
 AC3161  HISTORY     - 1976     MONUMENTED       NGS
 AC3161  HISTORY     - 20041125 MARK NOT FOUND   USPSQD
 AC3161
 AC3161                          STATION DESCRIPTION
 AC3161
 AC3161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC3161'4.4 MI NW FROM CARNESTOWN.
 AC3161'ABOUT 8.9 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC3161'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE),
 AC3161'OR 4.35 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC3161'WITH STATE HIGHWAY 29 AT CARNESTOWN, 10.9 FEET SOUTHWEST OF THE
 AC3161'CENTER OF U.S. HIGHWAY 41, AND A DISK SET FLUSH IN THE SOUTHWEST
 AC3161'CORNER OF THE CONCRETE FLOOR OF BRIDGE 68.
 AC3161
 AC3161                          STATION RECOVERY (2004)
 AC3161
 AC3161'RECOVERY NOTE BY US POWER SQUADRON 2004 (RBS)
 AC3161'THE LATITUDE AND LONGITUDE COORDINATES (APPROX.) PRINTED OUT ON THE
 AC3161'SUMMARY REPORT GENERATED IN QUERYING THE DATA BASE ARE WRONG.  THE
 AC3161'COORDINATES GIVEN PLACE THE MARK ABOUT AT THE EAST END OF JASMINE
 AC3161'STREET A LITTLE SOUTH OF EVERGLADES CITY. WENT TO BRIDGE 68 ON US
 AC3161'HIGHWAY 41 AND THE BRIDGE FLOOR IS ASPHALT, NOT CONCRETE AS DESCRIBED
 AC3161'IN THE PID DATABASE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3241 ***********************************************************************
 AC3241  DESIGNATION -  5.64 RESET
 AC3241  PID         -  AC3241
 AC3241  STATE/COUNTY-  FL/COLLIER
 AC3241  COUNTRY     -  US
 AC3241  USGS QUAD   -  WEAVERS STATION (2018)
 AC3241
 AC3241                         *CURRENT SURVEY CONTROL
 AC3241  ______________________________________________________________________
 AC3241* NAD 83(1986) POSITION- 25 55 46.     (N) 081 25 46.     (W)   SCALED
 AC3241* NAVD 88 ORTHO HEIGHT -     1.906 (meters)        6.25  (feet) ADJUSTED
 AC3241  ______________________________________________________________________
 AC3241  GEOID HEIGHT    -        -23.690 (meters)                     GEOID18
 AC3241  DYNAMIC HEIGHT  -          1.903 (meters)        6.24  (feet) COMP
 AC3241  MODELED GRAVITY -    979,026.1   (mgal)                       NAVD 88
 AC3241
 AC3241  VERT ORDER      -  FIRST     CLASS II
 AC3241
 AC3241.The horizontal coordinates were scaled from a map and have
 AC3241.an estimated accuracy of +/- 6 seconds.
 AC3241
 AC3241.The orthometric height was determined by differential leveling and
 AC3241.adjusted by the NATIONAL GEODETIC SURVEY
 AC3241.in September 1992.
 AC3241
 AC3241.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3241.GEOID18 height accuracy estimate available here.
 AC3241
 AC3241.Click photographs - Photos may exist for this station.
 AC3241
 AC3241.The dynamic height is computed by dividing the NAVD 88
 AC3241.geopotential number by the normal gravity value computed on the
 AC3241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3241.degrees latitude (g = 980.6199 gals.).
 AC3241
 AC3241.The modeled gravity was interpolated from observed gravity values.
 AC3241
 AC3241;                    North         East    Units  Estimated Accuracy
 AC3241;SPC FL E     -   176,870.      156,980.      MT  (+/- 180 meters Scaled)
 AC3241
 AC3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ569679(NAD 83)
 AC3241
 AC3241                          SUPERSEDED SURVEY CONTROL
 AC3241
 AC3241  NGVD 29 (09/01/92)    2.320  (m)            7.61   (f) ADJUSTED    1 2
 AC3241
 AC3241.Superseded values are not recommended for survey control.
 AC3241
 AC3241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3241.See file dsdata.pdf to determine how the superseded data were derived.
 AC3241
 AC3241_MARKER: DD = SURVEY DISK
 AC3241_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC3241_SP_SET: ABUTMENT
 AC3241_STAMPING: 5.64 RESET 1977
 AC3241_MARK LOGO: FLDT
 AC3241_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3241_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3241+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2015
 AC3241
 AC3241  HISTORY     - Date     Condition        Report By
 AC3241  HISTORY     - 1977     MONUMENTED       NGS
 AC3241  HISTORY     - 1990     GOOD             USPSQD
 AC3241  HISTORY     - 19920226 GOOD             NGS
 AC3241  HISTORY     - 19991231 GOOD             USPSQD
 AC3241  HISTORY     - 20130506 GOOD             FL-021
 AC3241  HISTORY     - 20140710 GOOD             FL-021
 AC3241  HISTORY     - 20150310 GOOD             GEOCAC
 AC3241
 AC3241                          STATION DESCRIPTION
 AC3241
 AC3241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3241'4.4 MI WNW FROM CARNESTOWN.
 AC3241'4.4 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC3241'WITH STATE HIGHWAY 29 IN CARNESTOWN, 37.0 FEET SOUTHWEST OF A
 AC3241'POWERLINE POLE ACROSS HIGHWAY, 16.5 FEET SOUTHWEST OF THE CENTER
 AC3241'OF HIGHWAY 41, AND A FLORIDA DEPARTMENT OF TRANSPORTATION DISK
 AC3241'IN THE SOUTHEAST CORNER OF BRIDGE ON THE CONCRETE SAFETY RAILING.
 AC3241
 AC3241                          STATION RECOVERY (1990)
 AC3241
 AC3241'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3241'RECOVERED IN GOOD CONDITION.
 AC3241
 AC3241                          STATION RECOVERY (1992)
 AC3241
 AC3241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3241'43.7 KM (27.15 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3241'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.5 M (1.6 FT) WEST OF
 AC3241'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC3241'OF BRIDGE NUMBER 030068, 5.0 M (16.4 FT) SOUTH OF THE CENTERLINE OF
 AC3241'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3241'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3241
 AC3241                          STATION RECOVERY (1999)
 AC3241
 AC3241'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3241'RECOVERED IN GOOD CONDITION.
 AC3241
 AC3241                          STATION RECOVERY (2013)
 AC3241
 AC3241'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3241'RECOVERED IN GOOD CONDITION.
 AC3241
 AC3241                          STATION RECOVERY (2014)
 AC3241
 AC3241'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AC3241'RECOVERED IN GOOD CONDITION.
 AC3241
 AC3241                          STATION RECOVERY (2015)
 AC3241
 AC3241'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC3241'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0612 ***********************************************************************
 AC0612  DESIGNATION -  5.65
 AC0612  PID         -  AC0612
 AC0612  STATE/COUNTY-  FL/COLLIER
 AC0612  COUNTRY     -  US
 AC0612  USGS QUAD   -  WEAVERS STATION (2018)
 AC0612
 AC0612                         *CURRENT SURVEY CONTROL
 AC0612  ______________________________________________________________________
 AC0612* NAD 83(1986) POSITION- 25 55 14.     (N) 081 24 22.     (W)   SCALED
 AC0612* NAVD 88 ORTHO HEIGHT -     1.353 (meters)        4.44  (feet) ADJUSTED
 AC0612  ______________________________________________________________________
 AC0612  GEOID HEIGHT    -        -23.722 (meters)                     GEOID18
 AC0612  DYNAMIC HEIGHT  -          1.351 (meters)        4.43  (feet) COMP
 AC0612  MODELED GRAVITY -    979,024.2   (mgal)                       NAVD 88
 AC0612
 AC0612  VERT ORDER      -  FIRST     CLASS I
 AC0612
 AC0612.The horizontal coordinates were scaled from a map and have
 AC0612.an estimated accuracy of +/- 6 seconds.
 AC0612
 AC0612.The orthometric height was determined by differential leveling and
 AC0612.adjusted by the NATIONAL GEODETIC SURVEY
 AC0612.in June 1991.
 AC0612
 AC0612.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0612.GEOID18 height accuracy estimate available here.
 AC0612
 AC0612.Click photographs - Photos may exist for this station.
 AC0612
 AC0612.The dynamic height is computed by dividing the NAVD 88
 AC0612.geopotential number by the normal gravity value computed on the
 AC0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0612.degrees latitude (g = 980.6199 gals.).
 AC0612
 AC0612.The modeled gravity was interpolated from observed gravity values.
 AC0612
 AC0612;                    North         East    Units  Estimated Accuracy
 AC0612;SPC FL E     -   175,880.      159,320.      MT  (+/- 180 meters Scaled)
 AC0612
 AC0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ593669(NAD 83)
 AC0612
 AC0612                          SUPERSEDED SURVEY CONTROL
 AC0612
 AC0612  NGVD 29 (??/??/92)    1.768  (m)            5.80   (f) ADJ UNCH    1 1
 AC0612
 AC0612.Superseded values are not recommended for survey control.
 AC0612
 AC0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0612.See file dsdata.pdf to determine how the superseded data were derived.
 AC0612
 AC0612_MARKER: DD = SURVEY DISK
 AC0612_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0612_SP_SET: BRIDGE ABUTMENT
 AC0612_STAMPING: 5.65
 AC0612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0612
 AC0612  HISTORY     - Date     Condition        Report By
 AC0612  HISTORY     - UNK      MONUMENTED       FLDT
 AC0612  HISTORY     - 1966     GOOD             CGS
 AC0612  HISTORY     - 1990     GOOD             USPSQD
 AC0612  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0612  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0612
 AC0612                          STATION DESCRIPTION
 AC0612
 AC0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0612'7 MI NW FROM OCHOPEE.
 AC0612'ABOUT 6.95 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AC0612'THE POST OFFICE AT OCHOPEE, 2.75 MILES NORTHWEST OF THE
 AC0612'INTERSECTION OF STATE HIGHWAY 29, SET IN TOP OF THE SOUTHWEST
 AC0612'END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO. 72
 AC0612'A, 17.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 AC0612'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0612
 AC0612                          STATION RECOVERY (1990)
 AC0612
 AC0612'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0612'RECOVERED IN GOOD CONDITION.
 AC0612
 AC0612                          STATION RECOVERY (1992)
 AC0612
 AC0612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0612'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED AREA.  ASSUMED
 AC0612'DESTROYED.
 AC0612
 AC0612                          STATION RECOVERY (1999)
 AC0612
 AC0612'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0612'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3242 ***********************************************************************
 AC3242  DESIGNATION -  5.65 RESET
 AC3242  PID         -  AC3242
 AC3242  STATE/COUNTY-  FL/COLLIER
 AC3242  COUNTRY     -  US
 AC3242  USGS QUAD   -  WEAVERS STATION (2018)
 AC3242
 AC3242                         *CURRENT SURVEY CONTROL
 AC3242  ______________________________________________________________________
 AC3242* NAD 83(1986) POSITION- 25 55 15.2    (N) 081 24 23.0    (W)   HD_HELD2
 AC3242* NAVD 88 ORTHO HEIGHT -     1.930 (meters)        6.33  (feet) ADJUSTED
 AC3242  ______________________________________________________________________
 AC3242  GEOID HEIGHT    -        -23.722 (meters)                     GEOID18
 AC3242  DYNAMIC HEIGHT  -          1.927 (meters)        6.32  (feet) COMP
 AC3242  MODELED GRAVITY -    979,024.3   (mgal)                       NAVD 88
 AC3242
 AC3242  VERT ORDER      -  FIRST     CLASS II
 AC3242
 AC3242.The horizontal coordinates were established by autonomous hand held GPS
 AC3242.observations and have an estimated accuracy of +/- 10 meters.
 AC3242
 AC3242.The orthometric height was determined by differential leveling and
 AC3242.adjusted by the NATIONAL GEODETIC SURVEY
 AC3242.in September 1992.
 AC3242
 AC3242.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3242.GEOID18 height accuracy estimate available here.
 AC3242
 AC3242.Click photographs - Photos may exist for this station.
 AC3242
 AC3242.The dynamic height is computed by dividing the NAVD 88
 AC3242.geopotential number by the normal gravity value computed on the
 AC3242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3242.degrees latitude (g = 980.6199 gals.).
 AC3242
 AC3242.The modeled gravity was interpolated from observed gravity values.
 AC3242
 AC3242;                    North         East    Units  Estimated Accuracy
 AC3242;SPC FL E     -   175,914.      159,288.      MT  (+/- 10 meters HH2 GPS)
 AC3242
 AC3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5930266985(NAD 83)
 AC3242
 AC3242                          SUPERSEDED SURVEY CONTROL
 AC3242
 AC3242  NGVD 29 (09/01/92)    2.346  (m)            7.70   (f) ADJUSTED    1 2
 AC3242
 AC3242.Superseded values are not recommended for survey control.
 AC3242
 AC3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3242.See file dsdata.pdf to determine how the superseded data were derived.
 AC3242
 AC3242_MARKER: DD = SURVEY DISK
 AC3242_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC3242_SP_SET: ABUTMENT
 AC3242_STAMPING: 5.65 RESET 1977
 AC3242_MARK LOGO: FLDT
 AC3242_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3242_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3242+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2013
 AC3242
 AC3242  HISTORY     - Date     Condition        Report By
 AC3242  HISTORY     - 1977     MONUMENTED       NGS
 AC3242  HISTORY     - 1990     GOOD             USPSQD
 AC3242  HISTORY     - 19920226 GOOD             NGS
 AC3242  HISTORY     - 19991231 GOOD             USPSQD
 AC3242  HISTORY     - 20130618 GOOD             FL-021
 AC3242
 AC3242                          STATION DESCRIPTION
 AC3242
 AC3242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3242'2.8 MI WNW FROM CARNESTOWN.
 AC3242'THE MARK IS 2.9 FT ABOVE BRIDGE FLOOR.
 AC3242'2.8 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC3242'WITH STATE HIGHWAY 29 IN CARNESTOWN, 136.0 FEET SOUTHEAST OF A
 AC3242'POWERLINE POLE ACROSS THE HIGHWAY, 16.8 FEET SOUTH OF THE CENTER
 AC3242'OF U.S. HIGHWAY 41, AND FLORIDA DEPARTMENT OF TRANSPORTATION
 AC3242'DISK IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 72 ON THE
 AC3242'CONCRETE SAFETY RAILINF .
 AC3242
 AC3242                          STATION RECOVERY (1990)
 AC3242
 AC3242'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3242'RECOVERED IN GOOD CONDITION.
 AC3242
 AC3242                          STATION RECOVERY (1992)
 AC3242
 AC3242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3242'46.2 KM (28.70 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3242'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.4 M (1.3 FT) WEST OF
 AC3242'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL AT THE EAST ABUTMENT
 AC3242'OF BRIDGE NUMBER 030072, 4.9 M (16.1 FT) SOUTH OF THE CENTERLINE OF
 AC3242'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3242'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3242
 AC3242                          STATION RECOVERY (1999)
 AC3242
 AC3242'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3242'RECOVERED IN GOOD CONDITION.
 AC3242
 AC3242                          STATION RECOVERY (2013)
 AC3242
 AC3242'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3242'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0435 ***********************************************************************
 AC0435  DESIGNATION -  5.65 RESET 1976
 AC0435  PID         -  AC0435
 AC0435  STATE/COUNTY-  FL/COLLIER
 AC0435  COUNTRY     -  US
 AC0435  USGS QUAD   -  WEAVERS STATION (2018)
 AC0435
 AC0435                         *CURRENT SURVEY CONTROL
 AC0435  ______________________________________________________________________
 AC0435* NAD 83(1986) POSITION- 25 55 10.     (N) 081 24 09.     (W)   SCALED
 AC0435* NAVD 88 ORTHO HEIGHT -     1.11  (+/-2cm)        3.6   (feet) VERTCON3
 AC0435  ______________________________________________________________________
 AC0435  GEOID HEIGHT    -        -23.727 (meters)                     GEOID18
 AC0435  VERT ORDER      -  THIRD (See Below)
 AC0435
 AC0435.The horizontal coordinates were scaled from a map and have
 AC0435.an estimated accuracy of +/- 6 seconds.
 AC0435
 AC0435.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC0435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC0435
 AC0435.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0435.GEOID18 height accuracy estimate available here.
 AC0435
 AC0435.The vertical order pertains to the NGVD 29 superseded value.
 AC0435
 AC0435.Click photographs - Photos may exist for this station.
 AC0435
 AC0435;                    North         East    Units  Estimated Accuracy
 AC0435;SPC FL E     -   175,750.      159,680.      MT  (+/- 180 meters Scaled)
 AC0435
 AC0435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ596668(NAD 83)
 AC0435
 AC0435                          SUPERSEDED SURVEY CONTROL
 AC0435
 AC0435  NGVD 29 (01/31/13)    1.52   (m)            5.0    (f) RESET       3  
 AC0435
 AC0435.Superseded values are not recommended for survey control.
 AC0435
 AC0435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0435.See file dsdata.pdf to determine how the superseded data were derived.
 AC0435
 AC0435_MARKER: DB = BENCH MARK DISK
 AC0435_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0435_SP_SET: BRIDGE
 AC0435_STAMPING: 5.65 RESET 1976
 AC0435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0435
 AC0435  HISTORY     - Date     Condition        Report By
 AC0435  HISTORY     - 1976     MONUMENTED       NGS
 AC0435  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0435
 AC0435                          STATION DESCRIPTION
 AC0435
 AC0435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC0435'2.8 MI NW FROM CARNESTOWN.
 AC0435'7.3 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0435'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE),
 AC0435'OR 2.75 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC0435'WITH STATE HIGHWAY 29 IN CARNESTOWN, 12.2 FEET SOUTHWEST OF THE
 AC0435'CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE
 AC0435'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF HIGHWAY BRIDGE 72.
 AC0435
 AC0435                          STATION RECOVERY (1999)
 AC0435
 AC0435'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0435'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0644 ***********************************************************************
 AC0644  DESIGNATION -  5.67
 AC0644  PID         -  AC0644
 AC0644  STATE/COUNTY-  FL/COLLIER
 AC0644  COUNTRY     -  US
 AC0644  USGS QUAD   -  WEAVERS STATION (2018)
 AC0644
 AC0644                         *CURRENT SURVEY CONTROL
 AC0644  ______________________________________________________________________
 AC0644* NAD 83(1986) POSITION- 25 56 10.     (N) 081 27 22.     (W)   SCALED
 AC0644* NAVD 88 ORTHO HEIGHT -     1.352 (meters)        4.44  (feet) ADJUSTED
 AC0644  ______________________________________________________________________
 AC0644  GEOID HEIGHT    -        -23.649 (meters)                     GEOID18
 AC0644  DYNAMIC HEIGHT  -          1.350 (meters)        4.43  (feet) COMP
 AC0644  MODELED GRAVITY -    979,028.0   (mgal)                       NAVD 88
 AC0644
 AC0644  VERT ORDER      -  FIRST     CLASS I
 AC0644
 AC0644.The horizontal coordinates were scaled from a map and have
 AC0644.an estimated accuracy of +/- 6 seconds.
 AC0644
 AC0644.The orthometric height was determined by differential leveling and
 AC0644.adjusted by the NATIONAL GEODETIC SURVEY
 AC0644.in June 1991.
 AC0644
 AC0644.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0644.GEOID18 height accuracy estimate available here.
 AC0644
 AC0644.Click photographs - Photos may exist for this station.
 AC0644
 AC0644.The dynamic height is computed by dividing the NAVD 88
 AC0644.geopotential number by the normal gravity value computed on the
 AC0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0644.degrees latitude (g = 980.6199 gals.).
 AC0644
 AC0644.The modeled gravity was interpolated from observed gravity values.
 AC0644
 AC0644;                    North         East    Units  Estimated Accuracy
 AC0644;SPC FL E     -   177,620.      154,310.      MT  (+/- 180 meters Scaled)
 AC0644
 AC0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ543686(NAD 83)
 AC0644
 AC0644                          SUPERSEDED SURVEY CONTROL
 AC0644
 AC0644  NGVD 29 (??/??/92)    1.764  (m)            5.79   (f) ADJ UNCH    1 1
 AC0644
 AC0644.Superseded values are not recommended for survey control.
 AC0644
 AC0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0644.See file dsdata.pdf to determine how the superseded data were derived.
 AC0644
 AC0644_MARKER: DD = SURVEY DISK
 AC0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0644_SP_SET: BRIDGE ABUTMENT
 AC0644_STAMPING: 5.67
 AC0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0644
 AC0644  HISTORY     - Date     Condition        Report By
 AC0644  HISTORY     - UNK      MONUMENTED       FLDT
 AC0644  HISTORY     - 1966     GOOD             CGS
 AC0644  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0644  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0644  HISTORY     - 20130128 MARK NOT FOUND   FL-021
 AC0644
 AC0644                          STATION DESCRIPTION
 AC0644
 AC0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0644'10.1 MI SE FROM ROYAL PALM HAMMOCK.
 AC0644'ABOUT 10.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0644'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, 6.0 MILES NORTHWEST
 AC0644'OF THE INTERSECTION OF STATE HIGHWAY 29, SET IN THE TOP OF THE
 AC0644'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0644'BRIDGE NO. 65 A, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0644'HIGHWAY, 121.5 FEET WEST OF AND ACROSS THE HIGHWAY FROM B. M.
 AC0644'U 249 DESCRIBED, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 AC0644'HIGHWAY.
 AC0644
 AC0644                          STATION RECOVERY (1992)
 AC0644
 AC0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0644'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0644'DESTROYED.
 AC0644
 AC0644                          STATION RECOVERY (1999)
 AC0644
 AC0644'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0644'MARK NOT FOUND.
 AC0644
 AC0644                          STATION RECOVERY (2013)
 AC0644
 AC0644'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0644'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3234 ***********************************************************************
 AC3234  DESIGNATION -  5.67 RESET
 AC3234  PID         -  AC3234
 AC3234  STATE/COUNTY-  FL/COLLIER
 AC3234  COUNTRY     -  US
 AC3234  USGS QUAD   -  WEAVERS STATION (2018)
 AC3234
 AC3234                         *CURRENT SURVEY CONTROL
 AC3234  ______________________________________________________________________
 AC3234* NAD 83(1986) POSITION- 25 56 12.     (N) 081 27 18.     (W)   SCALED
 AC3234* NAVD 88 ORTHO HEIGHT -     1.943 (meters)        6.37  (feet) ADJUSTED
 AC3234  ______________________________________________________________________
 AC3234  GEOID HEIGHT    -        -23.653 (meters)                     GEOID18
 AC3234  DYNAMIC HEIGHT  -          1.940 (meters)        6.36  (feet) COMP
 AC3234  MODELED GRAVITY -    979,027.9   (mgal)                       NAVD 88
 AC3234
 AC3234  VERT ORDER      -  FIRST     CLASS II
 AC3234
 AC3234.The horizontal coordinates were scaled from a map and have
 AC3234.an estimated accuracy of +/- 6 seconds.
 AC3234
 AC3234.The orthometric height was determined by differential leveling and
 AC3234.adjusted by the NATIONAL GEODETIC SURVEY
 AC3234.in September 1992.
 AC3234
 AC3234.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3234.GEOID18 height accuracy estimate available here.
 AC3234
 AC3234.Click photographs - Photos may exist for this station.
 AC3234
 AC3234.The dynamic height is computed by dividing the NAVD 88
 AC3234.geopotential number by the normal gravity value computed on the
 AC3234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3234.degrees latitude (g = 980.6199 gals.).
 AC3234
 AC3234.The modeled gravity was interpolated from observed gravity values.
 AC3234
 AC3234;                    North         East    Units  Estimated Accuracy
 AC3234;SPC FL E     -   177,680.      154,420.      MT  (+/- 180 meters Scaled)
 AC3234
 AC3234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ544687(NAD 83)
 AC3234
 AC3234                          SUPERSEDED SURVEY CONTROL
 AC3234
 AC3234  NGVD 29 (09/01/92)    2.355  (m)            7.73   (f) ADJUSTED    1 2
 AC3234
 AC3234.Superseded values are not recommended for survey control.
 AC3234
 AC3234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3234.See file dsdata.pdf to determine how the superseded data were derived.
 AC3234
 AC3234_MARKER: DD = SURVEY DISK
 AC3234_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC3234_SP_SET: ABUTMENT
 AC3234_STAMPING: 5.67 RESET 1977
 AC3234_MARK LOGO: FLDT
 AC3234_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3234+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2015
 AC3234
 AC3234  HISTORY     - Date     Condition        Report By
 AC3234  HISTORY     - 1977     MONUMENTED       NGS
 AC3234  HISTORY     - 1990     GOOD             USPSQD
 AC3234  HISTORY     - 19920226 GOOD             NGS
 AC3234  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC3234  HISTORY     - 20070530 GOOD             HOLE
 AC3234  HISTORY     - 20150310 GOOD             GEOCAC
 AC3234
 AC3234                          STATION DESCRIPTION
 AC3234
 AC3234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3234'6.15 MI NW FROM CARNESTOWN.
 AC3234'THE MARK IS 2.9 FT ABOVE BRIDGE FLOOR.
 AC3234'6.15 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 AC3234'STAT  HIGHWAY 29 IN CARNESTOWN, 65.5 FEET WEST OF BENCH MARK U 249,
 AC3234'50.5 FEET WEST OF A POWERLINE POLE ACROSS HIGHWAY, 16.5 FEET
 AC3234'SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 41, AND A FLORIDA
 AC3234'DEPARTMENT OF TRANSPORTATION DISK IN THE SOUTHEAST CORNER OF
 AC3234'BRIDGE NUMBER 65 ON THE CONCRETE SAFETY RAILING.
 AC3234
 AC3234                          STATION RECOVERY (1990)
 AC3234
 AC3234'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3234'RECOVERED IN GOOD CONDITION.
 AC3234
 AC3234                          STATION RECOVERY (1992)
 AC3234
 AC3234'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3234'40.9 KM (25.40 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3234'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.4 M (1.3 FT) WEST OF
 AC3234'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC3234'OF BRIDGE NUMBER 030065, 5.1 M (16.7 FT) SOUTH OF THE CENTERLINE OF
 AC3234'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3234'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3234
 AC3234                          STATION RECOVERY (1999)
 AC3234
 AC3234'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3234'MARK NOT FOUND.
 AC3234
 AC3234                          STATION RECOVERY (2007)
 AC3234
 AC3234'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2007 (BRH)
 AC3234'RECOVERED IN GOOD CONDITION.
 AC3234
 AC3234                          STATION RECOVERY (2015)
 AC3234
 AC3234'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC3234'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3164 ***********************************************************************
 AC3164  DESIGNATION -  5.67 RESET 1976
 AC3164  PID         -  AC3164
 AC3164  STATE/COUNTY-  FL/COLLIER
 AC3164  COUNTRY     -  US
 AC3164  USGS QUAD   -  WEAVERS STATION (2018)
 AC3164
 AC3164                         *CURRENT SURVEY CONTROL
 AC3164  ______________________________________________________________________
 AC3164* NAD 83(1986) POSITION- 25 56 17.     (N) 081 26 50.     (W)   SCALED
 AC3164* NAVD 88 ORTHO HEIGHT -     1.11  (+/-2cm)        3.6   (feet) VERTCON3
 AC3164  ______________________________________________________________________
 AC3164  GEOID HEIGHT    -        -23.671 (meters)                     GEOID18
 AC3164  VERT ORDER      -  THIRD (See Below)
 AC3164
 AC3164.The horizontal coordinates were scaled from a map and have
 AC3164.an estimated accuracy of +/- 6 seconds.
 AC3164
 AC3164.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC3164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC3164
 AC3164.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3164.GEOID18 height accuracy estimate available here.
 AC3164
 AC3164.The vertical order pertains to the NGVD 29 superseded value.
 AC3164
 AC3164.Click photographs - Photos may exist for this station.
 AC3164
 AC3164;                    North         East    Units  Estimated Accuracy
 AC3164;SPC FL E     -   177,830.      155,200.      MT  (+/- 180 meters Scaled)
 AC3164
 AC3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ552689(NAD 83)
 AC3164
 AC3164                          SUPERSEDED SURVEY CONTROL
 AC3164
 AC3164  NGVD 29 (01/31/13)    1.53   (m)            5.0    (f) RESET       3  
 AC3164
 AC3164.Superseded values are not recommended for survey control.
 AC3164
 AC3164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3164.See file dsdata.pdf to determine how the superseded data were derived.
 AC3164
 AC3164_MARKER: DB = BENCH MARK DISK
 AC3164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3164_SP_SET: BRIDGE
 AC3164_STAMPING: 5.67 RESET 1976
 AC3164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3164
 AC3164  HISTORY     - Date     Condition        Report By
 AC3164  HISTORY     - 1976     MONUMENTED       NGS
 AC3164  HISTORY     - 19991231 GOOD             USPSQD
 AC3164
 AC3164                          STATION DESCRIPTION
 AC3164
 AC3164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC3164'6.2 MI NW FROM CARNESTOWN.
 AC3164'10.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3164'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, OR 6.15 MILES NORTHWEST
 AC3164'ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH STATE HIGHWAY 29
 AC3164'AT CARNESTOWN, 10.4 FEET SOUTHWEST OF THE CENTER LINE OF U.S.
 AC3164'HIGHWAY 41 AND A DISK SET FLUSH IN THE CONCRETE BRIDGE FLOOR
 AC3164'IN THE SOUTHWEST CORNER OF BRIDGE NUMBER 65.
 AC3164
 AC3164                          STATION RECOVERY (1999)
 AC3164
 AC3164'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0657 ***********************************************************************
 AC0657  DESIGNATION -  5.73
 AC0657  PID         -  AC0657
 AC0657  STATE/COUNTY-  FL/COLLIER
 AC0657  COUNTRY     -  US
 AC0657  USGS QUAD   -  ROYAL PALM HAMMOCK (2018)
 AC0657
 AC0657                         *CURRENT SURVEY CONTROL
 AC0657  ______________________________________________________________________
 AC0657* NAD 83(1986) POSITION- 25 57 38.     (N) 081 31 00.     (W)   SCALED
 AC0657* NAVD 88 ORTHO HEIGHT -     1.393 (meters)        4.57  (feet) ADJUSTED
 AC0657  ______________________________________________________________________
 AC0657  GEOID HEIGHT    -        -23.578 (meters)                     GEOID18
 AC0657  DYNAMIC HEIGHT  -          1.391 (meters)        4.56  (feet) COMP
 AC0657  MODELED GRAVITY -    979,031.9   (mgal)                       NAVD 88
 AC0657
 AC0657  VERT ORDER      -  FIRST     CLASS I
 AC0657
 AC0657.The horizontal coordinates were scaled from a map and have
 AC0657.an estimated accuracy of +/- 6 seconds.
 AC0657
 AC0657.The orthometric height was determined by differential leveling and
 AC0657.adjusted by the NATIONAL GEODETIC SURVEY
 AC0657.in June 1991.
 AC0657
 AC0657.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0657.GEOID18 height accuracy estimate available here.
 AC0657
 AC0657.Click photographs - Photos may exist for this station.
 AC0657
 AC0657.The dynamic height is computed by dividing the NAVD 88
 AC0657.geopotential number by the normal gravity value computed on the
 AC0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0657.degrees latitude (g = 980.6199 gals.).
 AC0657
 AC0657.The modeled gravity was interpolated from observed gravity values.
 AC0657
 AC0657;                    North         East    Units  Estimated Accuracy
 AC0657;SPC FL E     -   180,350.      148,260.      MT  (+/- 180 meters Scaled)
 AC0657
 AC0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ482714(NAD 83)
 AC0657
 AC0657                          SUPERSEDED SURVEY CONTROL
 AC0657
 AC0657  NGVD 29 (??/??/92)    1.800  (m)            5.91   (f) ADJ UNCH    1 1
 AC0657
 AC0657.Superseded values are not recommended for survey control.
 AC0657
 AC0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0657.See file dsdata.pdf to determine how the superseded data were derived.
 AC0657
 AC0657_MARKER: DD = SURVEY DISK
 AC0657_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0657_SP_SET: BRIDGE ABUTMENT
 AC0657_STAMPING: 5.73
 AC0657_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0657
 AC0657  HISTORY     - Date     Condition        Report By
 AC0657  HISTORY     - UNK      MONUMENTED       FLHD
 AC0657  HISTORY     - 1966     GOOD             CGS
 AC0657  HISTORY     - 1990     GOOD             USPSQD
 AC0657  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0657  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0657  HISTORY     - 20130116 MARK NOT FOUND   FL-021
 AC0657
 AC0657                          STATION DESCRIPTION
 AC0657
 AC0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0657'5.4 MI SE FROM ROYAL PALM HAMMOCK.
 AC0657'ABOUT 5.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0657'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE
 AC0657'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF
 AC0657'HIGHWAY BRIDGE NO. 52 A, 17.5 FEET SOUTHWEST OF THE CENTER LINE
 AC0657'OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0657
 AC0657                          STATION RECOVERY (1990)
 AC0657
 AC0657'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0657'RECOVERED IN GOOD CONDITION.
 AC0657
 AC0657                          STATION RECOVERY (1992)
 AC0657
 AC0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0657'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0657'DESTROYED.
 AC0657
 AC0657                          STATION RECOVERY (1999)
 AC0657
 AC0657'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0657'MARK NOT FOUND.
 AC0657
 AC0657                          STATION RECOVERY (2013)
 AC0657
 AC0657'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0657'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0650 ***********************************************************************
 AC0650  DESIGNATION -  5.79
 AC0650  PID         -  AC0650
 AC0650  STATE/COUNTY-  FL/COLLIER
 AC0650  COUNTRY     -  US
 AC0650  USGS QUAD   -  WEAVERS STATION (2018)
 AC0650
 AC0650                         *CURRENT SURVEY CONTROL
 AC0650  ______________________________________________________________________
 AC0650* NAD 83(1986) POSITION- 25 56 56.     (N) 081 28 50.     (W)   SCALED
 AC0650* NAVD 88 ORTHO HEIGHT -     1.414 (meters)        4.64  (feet) ADJUSTED
 AC0650  ______________________________________________________________________
 AC0650  GEOID HEIGHT    -        -23.627 (meters)                     GEOID18
 AC0650  DYNAMIC HEIGHT  -          1.411 (meters)        4.63  (feet) COMP
 AC0650  MODELED GRAVITY -    979,030.1   (mgal)                       NAVD 88
 AC0650
 AC0650  VERT ORDER      -  FIRST     CLASS I
 AC0650
 AC0650.The horizontal coordinates were scaled from a map and have
 AC0650.an estimated accuracy of +/- 6 seconds.
 AC0650
 AC0650.The orthometric height was determined by differential leveling and
 AC0650.adjusted by the NATIONAL GEODETIC SURVEY
 AC0650.in June 1991.
 AC0650
 AC0650.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0650.GEOID18 height accuracy estimate available here.
 AC0650
 AC0650.Click photographs - Photos may exist for this station.
 AC0650
 AC0650.The dynamic height is computed by dividing the NAVD 88
 AC0650.geopotential number by the normal gravity value computed on the
 AC0650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0650.degrees latitude (g = 980.6199 gals.).
 AC0650
 AC0650.The modeled gravity was interpolated from observed gravity values.
 AC0650
 AC0650;                    North         East    Units  Estimated Accuracy
 AC0650;SPC FL E     -   179,040.      151,870.      MT  (+/- 180 meters Scaled)
 AC0650
 AC0650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ518701(NAD 83)
 AC0650
 AC0650                          SUPERSEDED SURVEY CONTROL
 AC0650
 AC0650  NGVD 29 (??/??/92)    1.824  (m)            5.98   (f) ADJ UNCH    1 1
 AC0650
 AC0650.Superseded values are not recommended for survey control.
 AC0650
 AC0650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0650.See file dsdata.pdf to determine how the superseded data were derived.
 AC0650
 AC0650_MARKER: DD = SURVEY DISK
 AC0650_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0650_SP_SET: BRIDGE ABUTMENT
 AC0650_STAMPING: 5.79
 AC0650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0650
 AC0650  HISTORY     - Date     Condition        Report By
 AC0650  HISTORY     - UNK      MONUMENTED       FLDT
 AC0650  HISTORY     - 1966     GOOD             CGS
 AC0650  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0650  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0650  HISTORY     - 20130128 MARK NOT FOUND   FL-021
 AC0650
 AC0650                          STATION DESCRIPTION
 AC0650
 AC0650'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0650'8.3 MI SE FROM ROYAL PALM HAMMOCK.
 AC0650'ABOUT 8.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0650'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, 7.8 MILES NORTHWEST
 AC0650'OF THE INTERSECTION OF STATE HIGHWAY 29, SET IN THE TOP OF THE
 AC0650'SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0650'BRIDGE NO. 60 A, 17.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0650'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0650
 AC0650                          STATION RECOVERY (1992)
 AC0650
 AC0650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0650'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0650'DESTROYED.
 AC0650
 AC0650                          STATION RECOVERY (1999)
 AC0650
 AC0650'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0650'MARK NOT FOUND.
 AC0650
 AC0650                          STATION RECOVERY (2013)
 AC0650
 AC0650'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0650'ASSUMED DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9205 ***********************************************************************
 DO9205  DESIGNATION -  5.8 410Z
 DO9205  PID         -  DO9205
 DO9205  STATE/COUNTY-  FL/POLK
 DO9205  COUNTRY     -  US
 DO9205  USGS QUAD   -  BRADLEY JUNCTION (2018)
 DO9205
 DO9205                         *CURRENT SURVEY CONTROL
 DO9205  ______________________________________________________________________
 DO9205* NAD 83(1986) POSITION- 27 46 53.3    (N) 081 53 28.5    (W)   HD_HELD2
 DO9205* NAVD 88 ORTHO HEIGHT -    51.226 (meters)      168.06  (feet) ADJUSTED
 DO9205  ______________________________________________________________________
 DO9205  GEOID HEIGHT    -        -25.516 (meters)                     GEOID18
 DO9205  DYNAMIC HEIGHT  -         51.150 (meters)      167.81  (feet) COMP
 DO9205  MODELED GRAVITY -    979,156.7   (mgal)                       NAVD 88
 DO9205
 DO9205  VERT ORDER      -  FIRST     CLASS II
 DO9205
 DO9205.The horizontal coordinates were established by autonomous hand held GPS
 DO9205.observations and have an estimated accuracy of +/- 10 meters.
 DO9205
 DO9205.The orthometric height was determined by differential leveling and
 DO9205.adjusted by the NATIONAL GEODETIC SURVEY
 DO9205.in December 2013.
 DO9205
 DO9205.No vertical observational check was made to the station.
 DO9205
 DO9205.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9205.GEOID18 height accuracy estimate available here.
 DO9205
 DO9205.Click photographs - Photos may exist for this station.
 DO9205
 DO9205.The dynamic height is computed by dividing the NAVD 88
 DO9205.geopotential number by the normal gravity value computed on the
 DO9205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9205.degrees latitude (g = 980.6199 gals.).
 DO9205
 DO9205.The modeled gravity was interpolated from observed gravity values.
 DO9205
 DO9205;                    North         East    Units  Estimated Accuracy
 DO9205;SPC FL W     -   381,998.      210,718.      MT  (+/- 10 meters HH2 GPS)
 DO9205
 DO9205_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1219173313(NAD 83)
 DO9205
 DO9205                          SUPERSEDED SURVEY CONTROL
 DO9205
 DO9205.No superseded survey control is available for this station.
 DO9205
 DO9205_MARKER: F = FLANGE-ENCASED ROD
 DO9205_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DO9205_STAMPING: 5.8-410Z LB262
 DO9205_MARK LOGO: GULFST
 DO9205_PROJECTION: RECESSED 10 CENTIMETERS
 DO9205_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9205+STABILITY: SURFACE MOTION
 DO9205_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9205+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2013
 DO9205
 DO9205  HISTORY     - Date     Condition        Report By
 DO9205  HISTORY     - UNK      MONUMENTED       GULFST
 DO9205  HISTORY     - 20130130 GOOD             FLDEP
 DO9205
 DO9205                          STATION DESCRIPTION
 DO9205
 DO9205'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9205'THE MARK IS ABOUT 7.6 MI (12.2 KM) NORTH-NORTHEAST OF BAIRD, 5.5 MI
 DO9205'(8.8 KM) EAST OF BRADLEY JUNCTION, 4.8 MI (7.7 KM) WEST-SOUTHWEST OF
 DO9205'HOMELAND, IN SECTION 14, TOWNSHIP 31 SOUTH, RANGE 24 EAST.
 DO9205'
 DO9205'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, COUNTY
 DO9205'ROAD 630 AND U.S. HIGHWAY 98 IN FORT MEADE, GO WEST ON COUNTY ROAD 630
 DO9205'(WEST BROADWAY) FOR 5.3 MI (8.5 KM) TO THE INTERSECTION OF COUNTY ROAD
 DO9205'555 ON THE RIGHT AND OLD BREWSTER ROAD ON THE LEFT.  TURN RIGHT ON
 DO9205'COUNTY ROAD 555 AND GO NORTH FOR 2.35 MI (3.8 KM) TO THE MARK ON THE
 DO9205'RIGHT, A METAL ROD AND DISC DRIVEN TO AN UNKNOWN DEPTH IN A 5-INCH (13
 DO9205'CM) PVC PIPE 0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT
 DO9205'(0.3 M) BELOW THE LEVEL OF COUNTY ROAD 555.
 DO9205'
 DO9205'LOCATED 63.5 FT (19.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT
 DO9205'ROAD LEADING WEST, 46.6 FT (14.2 M) EAST OF THE APPROXIMATE CENTERLINE
 DO9205'OF COUNTY ROAD 555, 33.0 FT (10.1 M) EAST OF THE EDGE OF THE PAVEMENT,
 DO9205'3.3 FT (1.0 M) NORTH OF THE SOUTH END OF THE BARBED WIRE FENCE AND 0.7
 DO9205'FT (21 CM) WEST OF A CARSONITE WITNESS POST.
 DO9205'
 DO9205'NOTE-ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0643 ***********************************************************************
 AC0643  DESIGNATION -  5.90
 AC0643  PID         -  AC0643
 AC0643  STATE/COUNTY-  FL/COLLIER
 AC0643  COUNTRY     -  US
 AC0643  USGS QUAD   -  WEAVERS STATION (2018)
 AC0643
 AC0643                         *CURRENT SURVEY CONTROL
 AC0643  ______________________________________________________________________
 AC0643* NAD 83(1986) POSITION- 25 55 44.     (N) 081 26 05.     (W)   SCALED
 AC0643* NAVD 88 ORTHO HEIGHT -     1.409 (meters)        4.62  (feet) ADJUSTED
 AC0643  ______________________________________________________________________
 AC0643  GEOID HEIGHT    -        -23.678 (meters)                     GEOID18
 AC0643  DYNAMIC HEIGHT  -          1.406 (meters)        4.61  (feet) COMP
 AC0643  MODELED GRAVITY -    979,026.3   (mgal)                       NAVD 88
 AC0643
 AC0643  VERT ORDER      -  FIRST     CLASS I
 AC0643
 AC0643.The horizontal coordinates were scaled from a map and have
 AC0643.an estimated accuracy of +/- 6 seconds.
 AC0643
 AC0643.The orthometric height was determined by differential leveling and
 AC0643.adjusted by the NATIONAL GEODETIC SURVEY
 AC0643.in June 1991.
 AC0643
 AC0643.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0643.GEOID18 height accuracy estimate available here.
 AC0643
 AC0643.Click photographs - Photos may exist for this station.
 AC0643
 AC0643.The dynamic height is computed by dividing the NAVD 88
 AC0643.geopotential number by the normal gravity value computed on the
 AC0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0643.degrees latitude (g = 980.6199 gals.).
 AC0643
 AC0643.The modeled gravity was interpolated from observed gravity values.
 AC0643
 AC0643;                    North         East    Units  Estimated Accuracy
 AC0643;SPC FL E     -   176,810.      156,450.      MT  (+/- 180 meters Scaled)
 AC0643
 AC0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ564678(NAD 83)
 AC0643
 AC0643                          SUPERSEDED SURVEY CONTROL
 AC0643
 AC0643  NGVD 29 (??/??/92)    1.822  (m)            5.98   (f) ADJ UNCH    1 1
 AC0643
 AC0643.Superseded values are not recommended for survey control.
 AC0643
 AC0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0643.See file dsdata.pdf to determine how the superseded data were derived.
 AC0643
 AC0643_MARKER: DD = SURVEY DISK
 AC0643_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0643_SP_SET: BRIDGE ABUTMENT
 AC0643_STAMPING: 5.90
 AC0643_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0643
 AC0643  HISTORY     - Date     Condition        Report By
 AC0643  HISTORY     - UNK      MONUMENTED       FLDT
 AC0643  HISTORY     - 1966     GOOD             CGS
 AC0643  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0643  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0643  HISTORY     - 20140710 MARK NOT FOUND   FL-021
 AC0643
 AC0643                          STATION DESCRIPTION
 AC0643
 AC0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0643'8.8 MI NW FROM OCHOPEE.
 AC0643'ABOUT 8.8 MIELS WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0643'POST OFFICE AT OCHOPEE, ABOUT 4.6 MILES NORTHWEST OF THE
 AC0643'INTERSECTION OF STATE HIGHWAY 29, SET IN TOP OF THE SOUTHWEST
 AC0643'END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO.
 AC0643'67 A, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 AC0643'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0643
 AC0643                          STATION RECOVERY (1992)
 AC0643
 AC0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0643'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0643'DESTROYED.
 AC0643
 AC0643                          STATION RECOVERY (1999)
 AC0643
 AC0643'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0643'MARK NOT FOUND.
 AC0643
 AC0643                          STATION RECOVERY (2014)
 AC0643
 AC0643'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AC0643'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3233 ***********************************************************************
 AC3233  DESIGNATION -  5.90 RESET
 AC3233  PID         -  AC3233
 AC3233  STATE/COUNTY-  FL/COLLIER
 AC3233  COUNTRY     -  US
 AC3233  USGS QUAD   -  WEAVERS STATION (2018)
 AC3233
 AC3233                         *CURRENT SURVEY CONTROL
 AC3233  ______________________________________________________________________
 AC3233* NAD 83(1986) POSITION- 25 55 44.6    (N) 081 26 05.6    (W)   HD_HELD2
 AC3233* NAVD 88 ORTHO HEIGHT -     1.978 (meters)        6.49  (feet) ADJUSTED
 AC3233  ______________________________________________________________________
 AC3233  GEOID HEIGHT    -        -23.678 (meters)                     GEOID18
 AC3233  DYNAMIC HEIGHT  -          1.975 (meters)        6.48  (feet) COMP
 AC3233  MODELED GRAVITY -    979,026.4   (mgal)                       NAVD 88
 AC3233
 AC3233  VERT ORDER      -  FIRST     CLASS II
 AC3233
 AC3233.The horizontal coordinates were established by autonomous hand held GPS
 AC3233.observations and have an estimated accuracy of +/- 10 meters.
 AC3233
 AC3233.The orthometric height was determined by differential leveling and
 AC3233.adjusted by the NATIONAL GEODETIC SURVEY
 AC3233.in September 1992.
 AC3233
 AC3233.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3233.GEOID18 height accuracy estimate available here.
 AC3233
 AC3233.Click photographs - Photos may exist for this station.
 AC3233
 AC3233.The dynamic height is computed by dividing the NAVD 88
 AC3233.geopotential number by the normal gravity value computed on the
 AC3233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3233.degrees latitude (g = 980.6199 gals.).
 AC3233
 AC3233.The modeled gravity was interpolated from observed gravity values.
 AC3233
 AC3233;                    North         East    Units  Estimated Accuracy
 AC3233;SPC FL E     -   176,828.      156,436.      MT  (+/- 10 meters HH2 GPS)
 AC3233
 AC3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5645067899(NAD 83)
 AC3233
 AC3233                          SUPERSEDED SURVEY CONTROL
 AC3233
 AC3233  NGVD 29 (09/01/92)    2.392  (m)            7.85   (f) ADJUSTED    1 2
 AC3233
 AC3233.Superseded values are not recommended for survey control.
 AC3233
 AC3233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3233.See file dsdata.pdf to determine how the superseded data were derived.
 AC3233
 AC3233_MARKER: DD = SURVEY DISK
 AC3233_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3233_SP_SET: BRIDGE GUARDRAIL
 AC3233_STAMPING: 5.90 RESET 1977
 AC3233_MARK LOGO: FLDT
 AC3233_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3233+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2015
 AC3233
 AC3233  HISTORY     - Date     Condition        Report By
 AC3233  HISTORY     - 1977     MONUMENTED       NGS
 AC3233  HISTORY     - 1990     GOOD             USPSQD
 AC3233  HISTORY     - 19920226 GOOD             NGS
 AC3233  HISTORY     - 19991231 GOOD             USPSQD
 AC3233  HISTORY     - 20010714 GOOD             LDBLS
 AC3233  HISTORY     - 2002     GOOD             MAPTEC
 AC3233  HISTORY     - 20130506 GOOD             FL-021
 AC3233  HISTORY     - 20140710 GOOD             FL-021
 AC3233  HISTORY     - 20150310 GOOD             GEOCAC
 AC3233
 AC3233                          STATION DESCRIPTION
 AC3233
 AC3233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3233'4.7 MI WNW FROM CARNESTOWN.  THE MARK IS 2.9 FT ABOVE BRIDGE FLOOR.
 AC3233'4.7 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 AC3233'STATE HIGHWAY 29 IN CARNESTOWN, 152.5 FEET SOUTHEAST OF A POWERLINE
 AC3233'POLE ACROSS HIGHWAY, 16.5 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY
 AC3233'41, AND A FLORIDA DEPARTMENT OF TRANSPORTATION DISK IN THE SOUTHEAST
 AC3233'CORNER OF BRIDGE NUMBER 67 ON THE CONCRETE SAFETY RAILING.
 AC3233
 AC3233                          STATION RECOVERY (1990)
 AC3233
 AC3233'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3233'RECOVERED IN GOOD CONDITION.
 AC3233
 AC3233                          STATION RECOVERY (1992)
 AC3233
 AC3233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3233'43.2 KM (26.85 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3233'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.5 M (1.6 FT) WEST OF
 AC3233'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC3233'OF BRIDGE NUMBER 030067, 5.0 M (16.4 FT) SOUTH OF THE CENTERLINE OF
 AC3233'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3233'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3233
 AC3233                          STATION RECOVERY (1999)
 AC3233
 AC3233'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3233'RECOVERED IN GOOD CONDITION.
 AC3233
 AC3233                          STATION RECOVERY (2001)
 AC3233
 AC3233'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC3233'THE MARK IS ABOUT 42.7 KM (26.55 MI) SOUTHEAST OF NAPLES, ABOUT 7.4 KM
 AC3233'(4.59 MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY NUMBER 41 AND
 AC3233'STATE ROAD 29, IN SECTION 20, TOWNSHIP 52 SOUTH, RANGE 29 EAST,
 AC3233'CARNESTOWN, COLLIER COUNTY, FLORIDA.  OWNERSHIP--FLORIDA DEPARTMENT OF
 AC3233'TRANSPORTATION.
 AC3233'
 AC3233'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC3233'COUNTY ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD
 AC3233'951 11.1 KM (6.9 MI) TO THE INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI
 AC3233'TRAIL), GO SOUTHEAST ON U.S. HIGHWAY 41 13.1 KM (8.16 MI) TO THE
 AC3233'JUNCTION WITH COUNTY ROAD 92, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41
 AC3233'18.0 KM (11.16 MI) TO THE SOUTHEAST END OF BRIDGE NUMBER 030067 AND
 AC3233'THE MARK ON THE RIGHT.
 AC3233'
 AC3233'THE MARK IS 0.55 M (1.8 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 AC3233'CONCRETE GUARDRAIL, 0.21 M (0.7 FT) SOUTHEAST OF EXPANSION JOINT
 AC3233'(BETWEEN BRIDGE AND ABUTMENT), AND 4.91 M (16.1 FT) SOUTHWEST OF THE
 AC3233'CENTERLINE OF U.S HIGHWAY 41.  THE MARK IS A DISK SET FLUSH IN THE TOP
 AC3233'OF THE CONCRETE GUARDRAIL, ABOUT 0.79 M (2.6 FT) ABOVE THE LEVEL OF
 AC3233'THE HIGHWAY.
 AC3233
 AC3233                          STATION RECOVERY (2002)
 AC3233
 AC3233'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC3233'THE MARK IS ABOUT 42.7 KM (26.55 MI) SOUTHEAST OF NAPLES, ABOUT 7.4 KM
 AC3233'(4.59 MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY NUMBER 41 AND
 AC3233'STATE ROAD 29, IN SECTION 20, TOWNSHIP 52 SOUTH, RANGE 29 EAST,
 AC3233'CARNESTOWN, COLLIER COUNTY, FLORIDA.  OWNERSHIP--FLORIDA DEPARTMENT OF
 AC3233'TRANSPORTATION.
 AC3233'
 AC3233'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC3233'COUNTY ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD
 AC3233'951 11.1 KM (6.9 MI) TO THE INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI
 AC3233'TRAIL), GO SOUTHEAST ON U.S. HIGHWAY 41 13.1 KM (8.16 MI) TO THE
 AC3233'JUNCTION WITH COUNTY ROAD 92, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41
 AC3233'18.0 KM (11.16 MI) TO THE SOUTHEAST END OF BRIDGE NUMBER 030067 AND
 AC3233'THE MARK ON THE RIGHT.
 AC3233'
 AC3233'THE MARK IS 0.55 M (1.8 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 AC3233'CONCRETE GUARDRAIL, 0.21 M (0.7 FT) SOUTHEAST OF EXPANSION JOINT
 AC3233'(BETWEEN BRIDGE AND ABUTMENT), AND 4.91 M (16.1 FT) SOUTHWEST OF THE
 AC3233'CENTERLINE OF U.S HIGHWAY 41.  THE MARK IS A DISK SET FLUSH IN THE TOP
 AC3233'OF THE CONCRETE GUARDRAIL, ABOUT 0.79 M (2.6 FT) ABOVE THE LEVEL OF
 AC3233'THE HIGHWAY.
 AC3233
 AC3233                          STATION RECOVERY (2013)
 AC3233
 AC3233'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3233'RECOVERED IN GOOD CONDITION.
 AC3233
 AC3233                          STATION RECOVERY (2014)
 AC3233
 AC3233'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AC3233'RECOVERED IN GOOD CONDITION.
 AC3233
 AC3233                          STATION RECOVERY (2015)
 AC3233
 AC3233'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC3233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3162 ***********************************************************************
 AC3162  DESIGNATION -  5.90 RESET 1976
 AC3162  PID         -  AC3162
 AC3162  STATE/COUNTY-  FL/COLLIER
 AC3162  COUNTRY     -  US
 AC3162  USGS QUAD   -  WEAVERS STATION (2018)
 AC3162
 AC3162                         *CURRENT SURVEY CONTROL
 AC3162  ______________________________________________________________________
 AC3162* NAD 83(1986) POSITION- 25 55 31.     (N) 081 25 32.     (W)   SCALED
 AC3162* NAVD 88 ORTHO HEIGHT -     1.17  (+/-2cm)        3.8   (feet) VERTCON3
 AC3162  ______________________________________________________________________
 AC3162  GEOID HEIGHT    -        -23.689 (meters)                     GEOID18
 AC3162  VERT ORDER      -  THIRD (See Below)
 AC3162
 AC3162.The horizontal coordinates were scaled from a map and have
 AC3162.an estimated accuracy of +/- 6 seconds.
 AC3162
 AC3162.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC3162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC3162
 AC3162.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3162.GEOID18 height accuracy estimate available here.
 AC3162
 AC3162.The vertical order pertains to the NGVD 29 superseded value.
 AC3162
 AC3162.Click photographs - Photos may exist for this station.
 AC3162
 AC3162;                    North         East    Units  Estimated Accuracy
 AC3162;SPC FL E     -   176,410.      157,370.      MT  (+/- 180 meters Scaled)
 AC3162
 AC3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ573674(NAD 83)
 AC3162
 AC3162                          SUPERSEDED SURVEY CONTROL
 AC3162
 AC3162  NGVD 29 (01/31/13)    1.58   (m)            5.2    (f) RESET       3  
 AC3162
 AC3162.Superseded values are not recommended for survey control.
 AC3162
 AC3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3162.See file dsdata.pdf to determine how the superseded data were derived.
 AC3162
 AC3162_MARKER: DB = BENCH MARK DISK
 AC3162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3162_SP_SET: BRIDGE
 AC3162_STAMPING: 5.90 RESET 1976
 AC3162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3162
 AC3162  HISTORY     - Date     Condition        Report By
 AC3162  HISTORY     - 1976     MONUMENTED       NGS
 AC3162  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC3162
 AC3162                          STATION DESCRIPTION
 AC3162
 AC3162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC3162'4.7 MI NW FROM CARNESTOWN.
 AC3162'ABOUT 9.25 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AC3162'THE STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN
 AC3162'OCHOPEE), OR 4.7 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS
 AC3162'JUNCTION WITH STATE HIGHWAY 29 IN CARNESTOWN, 10.6 FEET SOUTHWEST
 AC3162'OF THE CENTER LINE OF U.S. HIGHWAY 41, AND A DISK SET FLUSH IN
 AC3162'THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE FLOOR OF BRIDGE
 AC3162'NUMBERED 67.
 AC3162
 AC3162                          STATION RECOVERY (1999)
 AC3162
 AC3162'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3162'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2097 ***********************************************************************
 BG2097  DESIGNATION -  5.915
 BG2097  PID         -  BG2097
 BG2097  STATE/COUNTY-  FL/OKALOOSA
 BG2097  COUNTRY     -  US
 BG2097  USGS QUAD   -  FORT WALTON BEACH (2018)
 BG2097
 BG2097                         *CURRENT SURVEY CONTROL
 BG2097  ______________________________________________________________________
 BG2097* NAD 83(1986) POSITION- 30 23 18.     (N) 086 32 18.     (W)   SCALED
 BG2097* NAVD 88 ORTHO HEIGHT -     3.310 (meters)       10.86  (feet) ADJUSTED
 BG2097  ______________________________________________________________________
 BG2097  GEOID HEIGHT    -        -27.285 (meters)                     GEOID18
 BG2097  DYNAMIC HEIGHT  -          3.306 (meters)       10.85  (feet) COMP
 BG2097  MODELED GRAVITY -    979,351.2   (mgal)                       NAVD 88
 BG2097
 BG2097  VERT ORDER      -  FIRST     CLASS II
 BG2097
 BG2097.The horizontal coordinates were scaled from a map and have
 BG2097.an estimated accuracy of +/- 6 seconds.
 BG2097
 BG2097.The orthometric height was determined by differential leveling and
 BG2097.adjusted by the NATIONAL GEODETIC SURVEY
 BG2097.in June 1991.
 BG2097
 BG2097.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2097.GEOID18 height accuracy estimate available here.
 BG2097
 BG2097.Click photographs - Photos may exist for this station.
 BG2097
 BG2097.The dynamic height is computed by dividing the NAVD 88
 BG2097.geopotential number by the normal gravity value computed on the
 BG2097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2097.degrees latitude (g = 980.6199 gals.).
 BG2097
 BG2097.The modeled gravity was interpolated from observed gravity values.
 BG2097
 BG2097;                    North         East    Units  Estimated Accuracy
 BG2097;SPC FL N     -   155,650.      404,120.      MT  (+/- 180 meters Scaled)
 BG2097
 BG2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU443619(NAD 83)
 BG2097
 BG2097                          SUPERSEDED SURVEY CONTROL
 BG2097
 BG2097  NGVD 29 (??/??/92)    3.43   (m)           11.3    (f) COMPUTED    1 2
 BG2097
 BG2097.Superseded values are not recommended for survey control.
 BG2097
 BG2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2097.See file dsdata.pdf to determine how the superseded data were derived.
 BG2097
 BG2097_MARKER: DD = SURVEY DISK
 BG2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2097_STAMPING: 5.915 CL 1956
 BG2097_MARK LOGO: USACE
 BG2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2097+STABILITY: SURFACE MOTION
 BG2097
 BG2097  HISTORY     - Date     Condition        Report By
 BG2097  HISTORY     - 1956     MONUMENTED       USACE
 BG2097  HISTORY     - 1957     GOOD             CGS
 BG2097
 BG2097                          STATION DESCRIPTION
 BG2097
 BG2097'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BG2097'2.2 MI W FROM DESTIN.
 BG2097'2.2 MILES WEST ALONG U.S. HIGHWAY 98 FROM THE EPISCOPAL CHURCH
 BG2097'AT DESTIN, ABOUT 0.1 MILE SOUTH OF HIGHWAY, 227 FEET EAST OF
 BG2097'CENTER LINE OF BLACK TOP ENTRANCE ROAD TO MILITARY RADAR STATION,
 BG2097'178 FEET EAST OF SOUTHEAST CORNER OF CONCRETE BLOCK BUILDING,
 BG2097'123 FEET WEST OF SOUTHWEST CORNER OF A SMALL CONCRETE BLOCK
 BG2097'BUILDING, 46 FEET WEST-SOUTHWEST OF POWER POLE, 127 FEET
 BG2097'EAST-NORTHEAST OF NORTHEAST CORNER OF FENCE AROUND MILITARY
 BG2097'INSTALLATION, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BG2097'10 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ3529 ***********************************************************************
 AJ3529  DESIGNATION -  50
 AJ3529  PID         -  AJ3529
 AJ3529  STATE/COUNTY-  FL/PALM BEACH
 AJ3529  COUNTRY     -  US
 AJ3529  USGS QUAD   -  BRYANT (2018)
 AJ3529
 AJ3529                         *CURRENT SURVEY CONTROL
 AJ3529  ______________________________________________________________________
 AJ3529* NAD 83(1986) POSITION- 26 48 15.     (N) 080 33 03.     (W)   SCALED
 AJ3529* NAVD 88 ORTHO HEIGHT -     4.276 (meters)       14.03  (feet) ADJUSTED
 AJ3529  ______________________________________________________________________
 AJ3529  GEOID HEIGHT    -        -25.573 (meters)                     GEOID18
 AJ3529  DYNAMIC HEIGHT  -          4.269 (meters)       14.01  (feet) COMP
 AJ3529  MODELED GRAVITY -    979,111.8   (mgal)                       NAVD 88
 AJ3529
 AJ3529  VERT ORDER      -  SECOND    CLASS I
 AJ3529
 AJ3529.The horizontal coordinates were scaled from a map and have
 AJ3529.an estimated accuracy of +/- 6 seconds.
 AJ3529
 AJ3529.The orthometric height was determined by differential leveling and
 AJ3529.adjusted by the NATIONAL GEODETIC SURVEY
 AJ3529.in May 2003.
 AJ3529
 AJ3529.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ3529.GEOID18 height accuracy estimate available here.
 AJ3529
 AJ3529.Click photographs - Photos may exist for this station.
 AJ3529
 AJ3529.The dynamic height is computed by dividing the NAVD 88
 AJ3529.geopotential number by the normal gravity value computed on the
 AJ3529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3529.degrees latitude (g = 980.6199 gals.).
 AJ3529
 AJ3529.The modeled gravity was interpolated from observed gravity values.
 AJ3529
 AJ3529;                    North         East    Units  Estimated Accuracy
 AJ3529;SPC FL E     -   273,790.      244,660.      MT  (+/- 180 meters Scaled)
 AJ3529
 AJ3529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK446648(NAD 83)
 AJ3529
 AJ3529                          SUPERSEDED SURVEY CONTROL
 AJ3529
 AJ3529  NAVD 88 (09/17/01)    4.281  (m)           14.05   (f) SUPERSEDED  2 1
 AJ3529
 AJ3529.Superseded values are not recommended for survey control.
 AJ3529
 AJ3529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3529.See file dsdata.pdf to determine how the superseded data were derived.
 AJ3529
 AJ3529_MARKER: DD = SURVEY DISK
 AJ3529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3529_STAMPING: BM 50 1999
 AJ3529_MARK LOGO: SFLWMD
 AJ3529_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3529+STABILITY: SURFACE MOTION
 AJ3529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3529+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2000
 AJ3529
 AJ3529  HISTORY     - Date     Condition        Report By
 AJ3529  HISTORY     - 1999     MONUMENTED       SFLWMD
 AJ3529  HISTORY     - 20000219 GOOD             FLDEP
 AJ3529
 AJ3529                          STATION DESCRIPTION
 AJ3529
 AJ3529'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3529'THE MARK IS ABOUT 33.5 MI (53.9 KM) NORTHWEST OF PALM BEACH, 4.9 MI
 AJ3529'(7.9 KM) SOUTHEAST OF CANAL POINT, IN SECTION 20, TOWNSHIP 42 SOUTH,
 AJ3529'RANGE 38 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY
 AJ3529'441, 98, COUNTY ROAD 715 AND COUNTY ROAD 700 IN CANAL POINT, GO EAST
 AJ3529'ON U.S. HIGHWAY 98 (COUNTY ROAD 700) FOR 1.75 MI (2.82 KM) TO THE
 AJ3529'RAILROAD TRACKS AND A CONCRETE BRIDGE ON THE LEFT SPANNING THE WEST
 AJ3529'PALM BEACH CANAL (RAILROAD TRACKS RUNS THROUGH BRIDGE), TURN LEFT
 AJ3529'CROSSING OVER THE WEST PALM BEACH CANAL TO THE JUNCTION OF A LEVEE
 AJ3529'ROAD ON THE RIGHT, TURN RIGHT ON THE LEVEE ROAD NUMBER 10 AND GO
 AJ3529'SOUTHERLY FOR 4.7 MI (7.6 KM) TO THE MARK ON THE LEFT, SET IN THE TOP
 AJ3529'OF A CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE
 AJ3529'GROUND AND BELOW THE LEVEL OF THE LEVEE ROAD. LOCATED 277.0 FT (84.4
 AJ3529'M) SOUTHWEST OF UTILITY TOWER NUMBER 14Z 208, 236.0 FT (71.9 M)
 AJ3529'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF AN ENTRANCE ROAD TO A
 AJ3529'UTILITY TOWER, 12.7 FT (3.9 M) NORTHEAST OF THE APPROXIMATE CENTERLINE
 AJ3529'OF THE LEVEE ROAD AND 1.1 FT (0.3 M) SOUTHWEST OF A SFWMD METAL
 AJ3529'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7726 ***********************************************************************
 AL7726  TIDAL BM    -  This is a Tidal Bench Mark.
 AL7726  DESIGNATION -  50 ERS TT
 AL7726  PID         -  AL7726
 AL7726  STATE/COUNTY-  FL/HERNANDO
 AL7726  COUNTRY     -  US
 AL7726  USGS QUAD   -  BAYPORT (2018)
 AL7726
 AL7726                         *CURRENT SURVEY CONTROL
 AL7726  ______________________________________________________________________
 AL7726* NAD 83(1986) POSITION- 28 32 02.35   (N) 082 39 00.46   (W)   HD_HELD1
 AL7726* NAVD 88 ORTHO HEIGHT -     0.935 (meters)        3.07  (feet) ADJUSTED
 AL7726  ______________________________________________________________________
 AL7726  GEOID HEIGHT    -        -26.397 (meters)                     GEOID18
 AL7726  DYNAMIC HEIGHT  -          0.934 (meters)        3.06  (feet) COMP
 AL7726  MODELED GRAVITY -    979,207.7   (mgal)                       NAVD 88
 AL7726
 AL7726  VERT ORDER      -  FIRST     CLASS II
 AL7726
 AL7726.The horizontal coordinates were determined by differentially corrected
 AL7726.hand held GPS observations or other comparable positioning techniques
 AL7726.and have an estimated accuracy of +/- 3 meters.
 AL7726
 AL7726.The orthometric height was determined by differential leveling and
 AL7726.adjusted by the NATIONAL GEODETIC SURVEY
 AL7726.in October 2010.
 AL7726
 AL7726.No vertical observational check was made to the station.
 AL7726
 AL7726.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7726.GEOID18 height accuracy estimate available here.
 AL7726
 AL7726.This Tidal Bench Mark is designated as VM 7744
 AL7726.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AL7726
 AL7726.Click photographs - Photos may exist for this station.
 AL7726
 AL7726.The dynamic height is computed by dividing the NAVD 88
 AL7726.geopotential number by the normal gravity value computed on the
 AL7726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7726.degrees latitude (g = 980.6199 gals.).
 AL7726
 AL7726.The modeled gravity was interpolated from observed gravity values.
 AL7726
 AL7726;                    North         East    Units  Estimated Accuracy
 AL7726;SPC FL W     -   465,556.3     136,373.2     MT  (+/- 3 meters HH1 GPS) 
 AL7726
 AL7726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM3854957467(NAD 83)
 AL7726
 AL7726                          SUPERSEDED SURVEY CONTROL
 AL7726
 AL7726  NAVD 88 (??/??/92)    0.917  (m)            3.01   (f) SUPERSEDED  3 0
 AL7726
 AL7726.Superseded values are not recommended for survey control.
 AL7726
 AL7726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7726.See file dsdata.pdf to determine how the superseded data were derived.
 AL7726
 AL7726_MARKER: DB = BENCH MARK DISK
 AL7726_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7726_SP_SET: BULKHEAD
 AL7726_STAMPING: 1952 3.9 50 ERS TT
 AL7726_MARK LOGO: USGS
 AL7726_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7726+STABILITY: SURFACE MOTION
 AL7726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AL7726+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2021
 AL7726
 AL7726  HISTORY     - Date     Condition        Report By
 AL7726  HISTORY     - 1952     MONUMENTED       USGS
 AL7726  HISTORY     - 1985     GOOD             FLDNR
 AL7726  HISTORY     - 19910114 GOOD             USPSQD
 AL7726  HISTORY     - 20070327 GOOD             FLDEP
 AL7726  HISTORY     - 20210513 GOOD             SWFWMD
 AL7726
 AL7726                          STATION DESCRIPTION
 AL7726
 AL7726'DESCRIBED BY FL DEPT OF NAT RES 1985
 AL7726'6.25 MI WEST FROM WEEKI WACHEE.
 AL7726'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 50, GO
 AL7726'6.25 MILES WEST ON STATE ROAD 50 TO ITS END AT A COUNTY PARK AND THE
 AL7726'MARK.  THE MARK IS SET IN THE CONCRETE BULKHEAD AT THE END OF THE
 AL7726'ROAD, 19 FEET WEST OF THE FISHING PIER, AND 25.4 FEET SOUTH OF THE
 AL7726'PAVED PARKING LOT.
 AL7726
 AL7726                          STATION RECOVERY (1991)
 AL7726
 AL7726'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7726'RECOVERED IN GOOD CONDITION.
 AL7726
 AL7726                          STATION RECOVERY (2007)
 AL7726
 AL7726'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AL7726'RECOVERED IN GOOD CONDITION WITH A NEW   TO REACH AS FOLLOWS, TO REACH
 AL7726'THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19, STATE ROAD 50 AND
 AL7726'COUNTY ROAD 550 IN WEEKI WACHEE, GO WEST ON COUNTY ROAD 550 (CORTEZ
 AL7726'BOULEVARD) FOR 3.4 MI (5.5 KM) TO THE JUNCTION OF COUNTY ROAD 597
 AL7726'(SHOAL LINE BOULEVARD) ON THE LEFT.  CONTINUE NORTHWEST ON COUNTY ROAD
 AL7726'550 (CORTEZ BOULEVARD) FOR 3.15 MI (5.1 KM) TO A DEAD END AND FISHING
 AL7726'PIER AND THE MARK AT THE SOUTH END OF A PARKING LOT, SET FLUSH IN THE
 AL7726'TOP OF A CONCRETE SEAWALL AND LEVEL WITH A PARKING LOT AND THE END OF
 AL7726'COUNTY ROAD 550 (CORTEZ BOULEVARD).
 AL7726
 AL7726                          STATION RECOVERY (2021)
 AL7726
 AL7726'RECOVERY NOTE BY SW FL WTR MGMT DIST 2021 (KH)
 AL7726'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5119 ***********************************************************************
 AB5119  DESIGNATION -  50 JAS
 AB5119  PID         -  AB5119
 AB5119  STATE/COUNTY-  FL/MARION
 AB5119  COUNTRY     -  US
 AB5119  USGS QUAD   -  LAKE WEIR (2018)
 AB5119
 AB5119                         *CURRENT SURVEY CONTROL
 AB5119  ______________________________________________________________________
 AB5119* NAD 83(1986) POSITION- 29 04 23.     (N) 081 54 10.     (W)   SCALED
 AB5119* NAVD 88 ORTHO HEIGHT -    30.015 (meters)       98.47  (feet) ADJUSTED
 AB5119  ______________________________________________________________________
 AB5119  GEOID HEIGHT    -        -27.990 (meters)                     GEOID18
 AB5119  DYNAMIC HEIGHT  -         29.973 (meters)       98.34  (feet) COMP
 AB5119  MODELED GRAVITY -    979,227.4   (mgal)                       NAVD 88
 AB5119
 AB5119  VERT ORDER      -  SECOND    CLASS I
 AB5119
 AB5119.The horizontal coordinates were scaled from a map and have
 AB5119.an estimated accuracy of +/- 6 seconds.
 AB5119
 AB5119.The orthometric height was determined by differential leveling and
 AB5119.adjusted by the NATIONAL GEODETIC SURVEY
 AB5119.in September 1996.
 AB5119
 AB5119.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5119.GEOID18 height accuracy estimate available here.
 AB5119
 AB5119.Click photographs - Photos may exist for this station.
 AB5119
 AB5119.The dynamic height is computed by dividing the NAVD 88
 AB5119.geopotential number by the normal gravity value computed on the
 AB5119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5119.degrees latitude (g = 980.6199 gals.).
 AB5119
 AB5119.The modeled gravity was interpolated from observed gravity values.
 AB5119
 AB5119;                    North         East    Units  Estimated Accuracy
 AB5119;SPC FL W     -   525,130.      209,470.      MT  (+/- 180 meters Scaled)
 AB5119
 AB5119_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN121164(NAD 83)
 AB5119
 AB5119                          SUPERSEDED SURVEY CONTROL
 AB5119
 AB5119.No superseded survey control is available for this station.
 AB5119
 AB5119_MARKER: DB = BENCH MARK DISK
 AB5119_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5119_SP_SET: CULVERT HEADWALL
 AB5119_STAMPING: 50 JAS 1966
 AB5119_MARK LOGO: USGS
 AB5119_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5119+STABILITY: SURFACE MOTION
 AB5119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5119+SATELLITE: SATELLITE OBSERVATIONS - December 28, 1993
 AB5119
 AB5119  HISTORY     - Date     Condition        Report By
 AB5119  HISTORY     - 1966     MONUMENTED       USGS
 AB5119  HISTORY     - 19931228 GOOD             FLDEP
 AB5119  HISTORY     - 20030709 MARK NOT FOUND   FLDEP
 AB5119
 AB5119                          STATION DESCRIPTION
 AB5119
 AB5119'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AB5119'THE MARK IS ABOUT 13.7 MI (22.0 KM) SOUTHEAST OF SILVER SPRINGS, 2.7
 AB5119'MI (4.3 KM) NORTHEAST OF OKLAWAHA, 1.3 MI (2.1 KM) SOUTHWEST OF MOSS
 AB5119'BLUFF IN SECTION 27, TOWNSHIP 16 SOUTH, RANGE 24 EAST.  TO REACH THE
 AB5119'MARK FROM THE T-JUNCTION OF COUNTY ROAD 25 AND COUNTY ROAD 464C IN
 AB5119'OKLAWAHA, GO NORTH ON COUNTY ROAD 464C FOR 3.0 MI (4.8 KM) TO THE MARK
 AB5119'ON THE LEFT, SET IN TOP OF THE HEADWALL OF A CONCRETE BOX CULVERT AND
 AB5119'APPROXIMATELY 2.0 FT (0.6 M) BELOW THE LEVEL OF COUNTY ROAD 464C.
 AB5119'LOCATED 26.8 FT (8.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF COUNTY
 AB5119'ROAD 464C, 1.0 FT (0.3 M) EAST OF A METAL WITNESS POST AND 0.8 FT
 AB5119'(24.4 CM) NORTH OF THE SOUTH END OF THE HEADWALL.
 AB5119
 AB5119                          STATION RECOVERY (2003)
 AB5119
 AB5119'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AB5119'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6709 ***********************************************************************
 DE6709  DESIGNATION -  50 WSM
 DE6709  PID         -  DE6709
 DE6709  STATE/COUNTY-  FL/FLAGLER
 DE6709  COUNTRY     -  US
 DE6709  USGS QUAD   -  CODYS CORNER (2018)
 DE6709
 DE6709                         *CURRENT SURVEY CONTROL
 DE6709  ______________________________________________________________________
 DE6709* NAD 83(1986) POSITION- 29 21 35.     (N) 081 18 40.     (W)   SCALED
 DE6709* NAVD 88 ORTHO HEIGHT -     5.143 (meters)       16.87  (feet) ADJUSTED
 DE6709  ______________________________________________________________________
 DE6709  GEOID HEIGHT    -        -28.477 (meters)                     GEOID18
 DE6709  DYNAMIC HEIGHT  -          5.136 (meters)       16.85  (feet) COMP
 DE6709  MODELED GRAVITY -    979,268.9   (mgal)                       NAVD 88
 DE6709
 DE6709  VERT ORDER      -  SECOND    CLASS I
 DE6709
 DE6709.The horizontal coordinates were scaled from a map and have
 DE6709.an estimated accuracy of +/- 6 seconds.
 DE6709
 DE6709.The orthometric height was determined by differential leveling and
 DE6709.adjusted by the NATIONAL GEODETIC SURVEY
 DE6709.in May 2004.
 DE6709
 DE6709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6709.GEOID18 height accuracy estimate available here.
 DE6709
 DE6709.Click photographs - Photos may exist for this station.
 DE6709
 DE6709.The dynamic height is computed by dividing the NAVD 88
 DE6709.geopotential number by the normal gravity value computed on the
 DE6709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6709.degrees latitude (g = 980.6199 gals.).
 DE6709
 DE6709.The modeled gravity was interpolated from observed gravity values.
 DE6709
 DE6709;                    North         East    Units  Estimated Accuracy
 DE6709;SPC FL E     -   556,940.      169,790.      MT  (+/- 180 meters Scaled)
 DE6709
 DE6709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN698478(NAD 83)
 DE6709
 DE6709                          SUPERSEDED SURVEY CONTROL
 DE6709
 DE6709.No superseded survey control is available for this station.
 DE6709
 DE6709_MARKER: DB = BENCH MARK DISK
 DE6709_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6709_SP_SET: BRIDGE WALKWAY
 DE6709_STAMPING: 50 WSM 18 FEET
 DE6709_MARK LOGO: USGS
 DE6709_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6709+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1999
 DE6709
 DE6709  HISTORY     - Date     Condition        Report By
 DE6709  HISTORY     - 1961     MONUMENTED       USGS
 DE6709  HISTORY     - 19990317 GOOD             FLDEP
 DE6709
 DE6709                          STATION DESCRIPTION
 DE6709
 DE6709'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6709'THE MARK IS ABOUT 22.2 MI (35.7 KM) NORTH OF DELAND, 8.5 MI (13.7 KM)
 DE6709'SOUTH OF BUNNELL IN SECTION 19, TOWNSHIP 13 SOUTH, RANGE 30 EAST. TO
 DE6709'REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1, STATE ROAD 100 AND
 DE6709'STATE ROAD 11 (MOODY BOULEVARD) IN BUNNELL, GO SOUTHWEST ON STATE ROAD
 DE6709'11 (MOODY BOULEVARD) FOR 8.45 MI (13.60 KM) TO THE SOUTH END OF A
 DE6709'SMALL BRIDGE OVER MIDDLE HAW CREEK AND THE MARK ON THE LEFT, SET IN
 DE6709'THE SOUTHEAST CORNER OF THE BRIDGE WALKWAY, 1.0 FT (0.3 M) ABOVE THE
 DE6709'LEVEL OF THE STATE ROAD 11. LOCATED 20.0 FT (6.1 M) NORTH OF THE SOUTH
 DE6709'END OF THE BRIDGE GUARDRAIL AND 11.2 FT (3.4 M) EAST OF THE CENTERLINE
 DE6709'OF STATE ROAD 11.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE2863 ***********************************************************************
 BE2863  DESIGNATION -  50.941 FLDT
 BE2863  PID         -  BE2863
 BE2863  STATE/COUNTY-  FL/CALHOUN
 BE2863  COUNTRY     -  US
 BE2863  USGS QUAD   -  CLARKSVILLE (2018)
 BE2863
 BE2863                         *CURRENT SURVEY CONTROL
 BE2863  ______________________________________________________________________
 BE2863* NAD 83(1986) POSITION- 30 25 51.     (N) 085 10 17.     (W)   SCALED
 BE2863* NAVD 88 ORTHO HEIGHT -    15.424 (meters)       50.60  (feet) ADJUSTED
 BE2863  ______________________________________________________________________
 BE2863  GEOID HEIGHT    -        -28.259 (meters)                     GEOID18
 BE2863  DYNAMIC HEIGHT  -         15.403 (meters)       50.53  (feet) COMP
 BE2863  MODELED GRAVITY -    979,324.6   (mgal)                       NAVD 88
 BE2863
 BE2863  VERT ORDER      -  SECOND    CLASS I
 BE2863
 BE2863.The horizontal coordinates were scaled from a map and have
 BE2863.an estimated accuracy of +/- 6 seconds.
 BE2863
 BE2863.The orthometric height was determined by differential leveling and
 BE2863.adjusted by the NATIONAL GEODETIC SURVEY
 BE2863.in June 1991.
 BE2863
 BE2863.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE2863.GEOID18 height accuracy estimate available here.
 BE2863
 BE2863.Click photographs - Photos may exist for this station.
 BE2863
 BE2863.The dynamic height is computed by dividing the NAVD 88
 BE2863.geopotential number by the normal gravity value computed on the
 BE2863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2863.degrees latitude (g = 980.6199 gals.).
 BE2863
 BE2863.The modeled gravity was interpolated from observed gravity values.
 BE2863
 BE2863;                    North         East    Units  Estimated Accuracy
 BE2863;SPC FL N     -   158,800.      535,510.      MT  (+/- 180 meters Scaled)
 BE2863
 BE2863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU756679(NAD 83)
 BE2863
 BE2863                          SUPERSEDED SURVEY CONTROL
 BE2863
 BE2863.No superseded survey control is available for this station.
 BE2863
 BE2863_MARKER: DB = BENCH MARK DISK
 BE2863_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE2863_SP_SET: CONCRETE BRIDGE ABUTMENT
 BE2863_STAMPING: 50.941 1976 50.941
 BE2863_MARK LOGO: FLDT
 BE2863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2863+STABILITY: SURFACE MOTION
 BE2863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE2863+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2008
 BE2863
 BE2863  HISTORY     - Date     Condition        Report By
 BE2863  HISTORY     - 1976     MONUMENTED       FLDT
 BE2863  HISTORY     - 1980     GOOD             FLDNR
 BE2863  HISTORY     - 19961015 GOOD             USPSQD
 BE2863  HISTORY     - 20020531 GOOD             USPSQD
 BE2863  HISTORY     - 20080227 GOOD             FLDT
 BE2863
 BE2863                          STATION DESCRIPTION
 BE2863
 BE2863'DESCRIBED BY FL DEPT OF NAT RES 1980
 BE2863'1.0 MI EAST FROM CLARKSVILLE.
 BE2863'BEGIN AT THE JUNCTION OF STATE HIGHWAY 73 NORTH WITH STATE HIGHWAY 20
 BE2863'IN CLARKSVILLE, GO 1.0 MILE EAST ALONG HIGHWAY 20 TO THE EAST END OF
 BE2863'THE BRIDGE OVER CHIPOLA RIVER.  THE MARK IS SET IN THE TOP OF THE
 BE2863'NORTHEAST ABUTMENT, 16.5 FEET NORTHEAST OF THE CENTERLINE OF HIGHWAY
 BE2863'20, AND 16.2 FEET SOUTH OF A POWER POLE.
 BE2863
 BE2863                          STATION RECOVERY (1996)
 BE2863
 BE2863'RECOVERY NOTE BY US POWER SQUADRON 1996
 BE2863'RECOVERED IN GOOD CONDITION.
 BE2863
 BE2863                          STATION RECOVERY (2002)
 BE2863
 BE2863'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD)
 BE2863'RECOVERED IN GOOD CONDITION.
 BE2863
 BE2863                          STATION RECOVERY (2008)
 BE2863
 BE2863'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2008 (WTS)
 BE2863'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6326 ***********************************************************************
 AK6326  DESIGNATION -  500 WT 1
 AK6326  PID         -  AK6326
 AK6326  STATE/COUNTY-  FL/BREVARD
 AK6326  COUNTRY     -  US
 AK6326  USGS QUAD   -  WILSON (2018)
 AK6326
 AK6326                         *CURRENT SURVEY CONTROL
 AK6326  ______________________________________________________________________
 AK6326* NAD 83(1990) POSITION- 28 37 32.04626(N) 080 39 25.49230(W)   ADJUSTED
 AK6326  ______________________________________________________________________
 AK6326  GEOID HEIGHT    -        -28.200 (meters)                     GEOID18
 AK6326  LAPLACE CORR    -         -1.41  (seconds)                    DEFLEC18
 AK6326  HORZ ORDER      -  THIRD
 AK6326
 AK6326.The horizontal coordinates were established by classical geodetic methods
 AK6326.and adjusted by the National Geodetic Survey in May 1991.
 AK6326
 AK6326.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6326.GEOID18 height accuracy estimate available here.
 AK6326
 AK6326.Click photographs - Photos may exist for this station.
 AK6326
 AK6326.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6326
 AK6326. The following values were computed from the NAD 83(1990) position.
 AK6326
 AK6326;                    North         East     Units Scale Factor Converg.
 AK6326;SPC FL E     -   475,581.299   233,531.475   MT  0.99995505   +0 09 51.4
 AK6326;SPC FL E     - 1,560,302.98    766,177.85   sFT  0.99995505   +0 09 51.4
 AK6326;UTM  17      - 3,166,551.014   533,520.034   MT  0.99961387   +0 09 51.4
 AK6326
 AK6326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3352066551(NAD 83)
 AK6326
 AK6326                          SUPERSEDED SURVEY CONTROL
 AK6326
 AK6326  NAD 83(1986)-  28 37 32.05257(N)    080 39 25.50486(W) AD(       ) 3
 AK6326  NAD 27      -  28 37 31.07265(N)    080 39 26.32730(W) AD(       ) 3
 AK6326
 AK6326.Superseded values are not recommended for survey control.
 AK6326
 AK6326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6326.See file dsdata.pdf to determine how the superseded data were derived.
 AK6326
 AK6326_MARKER: 55 = TOWER
 AK6326
 AK6326  HISTORY     - Date     Condition        Report By
 AK6326  HISTORY     - 1965     FIRST OBSERVED   CGS
 AK6326  HISTORY     - 1965     GOOD             CGS
 AK6326  HISTORY     - 1988     GOOD             USPSQD
 AK6326  HISTORY     - 1989     GOOD             USPSQD
 AK6326  HISTORY     - 1990     GOOD             USPSQD
 AK6326
 AK6326                          STATION DESCRIPTION
 AK6326
 AK6326'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6326'A 500 FOOT HIGH TRIANGULAR SHAPED STEEL WEATHER TOWER, WHICH
 AK6326'IS PAINTED ORANGE AND IS SUPPORTED ON A 4X4 FOOT CONCRETE
 AK6326'PAD.  THE POINT INTERSECTED WAS THE RED LIGHT ON TOP.
 AK6326'
 AK6326'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 402 AND STATE
 AK6326'HIGHWAY 3 (KENNEDY PARKWAY), GO EASTERLY ON STATE HIGHWAY 402 FOR
 AK6326'2.0 MILES TO A SIDE ROAD RIGHT (HAPPY CREEK ROAD).  TURN RIGHT,
 AK6326'SOUTH, ON HAPPY CREEK ROAD FOR 0.65 MILE TO A FORK.  KEEP LEFT
 AK6326'FORK, SOUTHEAST AND SOUTH, FOR 0.85 MILE TO A SIDE ROAD RIGHT.
 AK6326'TURN RIGHT, WEST, ON A DIRT ROAD FOR 0.1 MILE TO THE TOWER ON THE
 AK6326'RIGHT.
 AK6326
 AK6326                          STATION RECOVERY (1965)
 AK6326
 AK6326'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6326'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED, METAL,
 AK6326'METEOROLOGICAL TOWER OWNED AND OPERATED BY NASA.  THE TOWER IS 500
 AK6326'FEET HIGH, PAINTED RED AND WHITE WITH ADJUSTABLE LEGS AT THE
 AK6326'BASE FOR VERTICAL ALIGNMENT AND IS A GUYED STRUCTURE.  THE TOWER
 AK6326'SETS ON A 6 X 8 FOOT CONCRETE BASE.
 AK6326'
 AK6326'STATION IS LOCATED 2 MILES NORTH OF THE NORTH GATE TO CAPE KENNEDY
 AK6326'AND 1 MILE WEST.
 AK6326'
 AK6326'TO REACH FROM CENTRAL CONTROL, GO NORTH ON CAPE ROAD FOR 14.5 MILES
 AK6326'TO A SIDE ROAD LEFT.  TURN LEFT ON HAPPY CREEK ROAD AND GO 1.6
 AK6326'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH 0.2 MILE TO
 AK6326'THE STATION ON YOUR RIGHT.
 AK6326
 AK6326                          STATION RECOVERY (1988)
 AK6326
 AK6326'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK6326'RECOVERED IN GOOD CONDITION.
 AK6326
 AK6326                          STATION RECOVERY (1989)
 AK6326
 AK6326'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK6326'RECOVERED IN GOOD CONDITION.
 AK6326
 AK6326                          STATION RECOVERY (1990)
 AK6326
 AK6326'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK6326'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0883 ***********************************************************************
 AK0883  DESIGNATION -  500 WT 1 REF
 AK0883  PID         -  AK0883
 AK0883  STATE/COUNTY-  FL/BREVARD
 AK0883  COUNTRY     -  US
 AK0883  USGS QUAD   -  WILSON (2018)
 AK0883
 AK0883                         *CURRENT SURVEY CONTROL
 AK0883  ______________________________________________________________________
 AK0883* NAD 83(1986) POSITION- 28 37 46.     (N) 080 39 27.     (W)   SCALED
 AK0883* NAVD 88 ORTHO HEIGHT -     1.901 (meters)        6.24  (feet) ADJUSTED
 AK0883  ______________________________________________________________________
 AK0883  GEOID HEIGHT    -        -28.201 (meters)                     GEOID18
 AK0883  DYNAMIC HEIGHT  -          1.898 (meters)        6.23  (feet) COMP
 AK0883  MODELED GRAVITY -    979,240.0   (mgal)                       NAVD 88
 AK0883
 AK0883  VERT ORDER      -  FIRST     CLASS II
 AK0883
 AK0883.The horizontal coordinates were scaled from a map and have
 AK0883.an estimated accuracy of +/- 6 seconds.
 AK0883
 AK0883.The orthometric height was determined by differential leveling and
 AK0883.adjusted by the NATIONAL GEODETIC SURVEY
 AK0883.in June 1991.
 AK0883
 AK0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0883.GEOID18 height accuracy estimate available here.
 AK0883
 AK0883.Click photographs - Photos may exist for this station.
 AK0883
 AK0883.The dynamic height is computed by dividing the NAVD 88
 AK0883.geopotential number by the normal gravity value computed on the
 AK0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0883.degrees latitude (g = 980.6199 gals.).
 AK0883
 AK0883.The modeled gravity was interpolated from observed gravity values.
 AK0883
 AK0883;                    North         East    Units  Estimated Accuracy
 AK0883;SPC FL E     -   476,010.      233,490.      MT  (+/- 180 meters Scaled)
 AK0883
 AK0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM334669(NAD 83)
 AK0883
 AK0883                          SUPERSEDED SURVEY CONTROL
 AK0883
 AK0883  NGVD 29 (??/??/92)    2.288  (m)            7.51   (f) ADJ UNCH    1 2
 AK0883
 AK0883.Superseded values are not recommended for survey control.
 AK0883
 AK0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0883.See file dsdata.pdf to determine how the superseded data were derived.
 AK0883
 AK0883_MARKER: DD = SURVEY DISK
 AK0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0883_STAMPING: 500 WT 1 REF 1965
 AK0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0883+STABILITY: SURFACE MOTION
 AK0883
 AK0883  HISTORY     - Date     Condition        Report By
 AK0883  HISTORY     - 1965     MONUMENTED       CGS
 AK0883
 AK0883                          STATION DESCRIPTION
 AK0883
 AK0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AK0883'AT CAPE KENNEDY.
 AK0883'55 FEET WEST OF THE WEST EDGE OF A BLACK-TOP ROAD AND 13 FEET
 AK0883'NORTH OF A CABLE SUPPORT POLE.  THE MARK IS AN 8 X 8 INCH
 AK0883'CONCRETE POST THAT PROJECTS ABOUT 5 INCHES.  TO REACH FROM THE
 AK0883'CENTRAL CONTROL BUILDING ON CAPE KENNEDY, GO NORTHWESTERLY ON
 AK0883'THE CAPE ROAD AND STATE HIGHWAY 401 FOR 14.8 MILES TO HAPPY
 AK0883'CREEK ROAD ON THE LEFT AND THE MERRITT ISLAND LAUNCH AREA.
 AK0883'TURN LEFT WESTERLY ON HAPPY CREEK ROAD FOR 0.6 MILE TO A FORK,
 AK0883'KEEP LEFT FORK SOUTHEASTERLY FOR 0.6 MILE TO THE MARK ON THE
 AK0883'RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA8035 ***********************************************************************
 AA8035  DESIGNATION -  5001
 AA8035  PID         -  AA8035
 AA8035  STATE/COUNTY-  FL/SARASOTA
 AA8035  COUNTRY     -  US
 AA8035  USGS QUAD   -  BEE RIDGE (2018)
 AA8035
 AA8035                         *CURRENT SURVEY CONTROL
 AA8035  ______________________________________________________________________
 AA8035* NAD 83(2007) POSITION- 27 19 56.02205(N) 082 26 29.05420(W)   ADJUSTED
 AA8035* NAD 83(2007) ELLIP HT-   -18.921 (meters)        (02/10/07)   ADJUSTED
 AA8035* NAD 83(2007) EPOCH   -  2002.00
 AA8035* NAVD 88 ORTHO HEIGHT -     5.5   (meters)       18.    (feet) GPS OBS
 AA8035  ______________________________________________________________________
 AA8035  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8035  GEOID HEIGHT    -         -25.15 (meters)                     GEOID93
 AA8035  GEOID HEIGHT    -        -24.418 (meters)                     GEOID18
 AA8035  NAD 83(2007) X  -    745,840.314 (meters)                     COMP
 AA8035  NAD 83(2007) Y  - -5,620,793.777 (meters)                     COMP
 AA8035  NAD 83(2007) Z  -  2,910,958.821 (meters)                     COMP
 AA8035  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 AA8035
 AA8035  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8035  Standards:
 AA8035         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8035            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8035  -------------------------------------------------------------------
 AA8035  NETWORK    2.67   6.94           1.08   1.10   3.54      0.00772344
 AA8035  -------------------------------------------------------------------
 AA8035  Click here for local accuracies and other accuracy information.
 AA8035
 AA8035.The horizontal coordinates were established by GPS observations
 AA8035.and adjusted by the National Geodetic Survey in February 2007.
 AA8035
 AA8035.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). See 
 AA8035.www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AA8035
 AA8035.The horizontal coordinates are valid at the epoch date displayed above
 AA8035.which is a decimal equivalence of Year/Month/Day.
 AA8035
 AA8035.The orthometric height was determined by GPS observations and a
 AA8035.high-resolution geoid model.
 AA8035
 AA8035.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8035.GEOID18 height accuracy estimate available here.
 AA8035
 AA8035.Click photographs - Photos may exist for this station.
 AA8035
 AA8035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8035
 AA8035.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8035
 AA8035.The ellipsoidal height was determined by GPS observations
 AA8035.and is referenced to NAD 83.
 AA8035
 AA8035. The following values were computed from the NAD 83(2007) position.
 AA8035
 AA8035;                    North         East     Units Scale Factor Converg.
 AA8035;SPC FL W     -   332,292.082   156,320.304   MT  0.99996472   -0 12 09.6
 AA8035;SPC FL W     - 1,090,194.94    512,860.86   sFT  0.99996472   -0 12 09.6
 AA8035;UTM  17      - 3,024,057.126   357,404.741   MT  0.99985100   -0 39 43.0
 AA8035
 AA8035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8035!SPC FL W     -   1.00000297  x   0.99996472  =   0.99996769
 AA8035!UTM  17      -   1.00000297  x   0.99985100  =   0.99985397
 AA8035
 AA8035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5740424057(NAD 83)
 AA8035
 AA8035                          SUPERSEDED SURVEY CONTROL
 AA8035
 AA8035  NAD 83(1999)-  27 19 56.02181(N)    082 26 29.05533(W) AD(       ) 1
 AA8035  ELLIP H (06/19/01)  -18.881  (m)                       GP(       ) 4 1
 AA8035  NAD 83(1990)-  27 19 56.02049(N)    082 26 29.05479(W) AD(       ) 1
 AA8035  ELLIP H (09/15/95)  -18.795  (m)                       GP(       ) 4 1
 AA8035
 AA8035.Superseded values are not recommended for survey control.
 AA8035
 AA8035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8035.See file dsdata.pdf to determine how the superseded data were derived.
 AA8035
 AA8035_MARKER: DD = SURVEY DISK
 AA8035_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA8035_STAMPING: 5001 1994
 AA8035_MARK LOGO: GEOBAS
 AA8035_PROJECTION: FLUSH
 AA8035_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8035+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8035_ROD/PIPE-DEPTH: 8.2 meters
 AA8035
 AA8035  HISTORY     - Date     Condition        Report By
 AA8035  HISTORY     - 1994     MONUMENTED       GEOBAS
 AA8035
 AA8035                          STATION DESCRIPTION
 AA8035
 AA8035'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1994 (SRV)
 AA8035'THE STATION IS LOCATED NEAR THE PICNIC AREA OF ACKERMAN PARK.  TO
 AA8035'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AA8035'ROAD 780 (FRUITVILLE ROAD) , GO EAST ON STATE ROAD 780, 0.4 MI (0.6
 AA8035'KM) TO COBURN ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COBURN
 AA8035'ROAD, 0.5 MI (0.8 KM) TO THE STATION ON THE RIGHT.  THE STATION IS A
 AA8035'GEOBASE CONTROL INC GPS STATION DISK STAMPED ---5001 1994--- SET ON A
 AA8035'5/8-INCH ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL WITH A
 AA8035'PVC PIPE AND CONCRETE COLLAR THAT IS FLUSH WITH THE GROUND.  IT IS
 AA8035'27.0 FT (8.2 M) WEST OF THE WEST EDGE OF PAVEMENT OF COBURN ROAD, 3.0
 AA8035'FT (0.9 M) WEST OF A WOODEN POST AND CABLE FENCE, 117.0 FT (35.7 M)
 AA8035'NORTH OF THE SOUTH END OF THE WOODEN POST AND CABLE FENCE AND 3.0 FT
 AA8035'(0.9 M) WEST OF A CARSONITE WITNESS POST.  REFERENCES--  IRON ROD AND
 AA8035'---LB 3639 REF.  PT.--- CAP SET ALONG THE WOOD POST AND CABLE FENCE
 AA8035'4-INCHES BELOW THE GROUND ON A MAGNETIC AZIMUTH OF 5 DEGREES AT 39.01
 AA8035'FT.  (11.89 M) PK NAIL AND ---REF.  PT.  LB 3639--- DISK SET IN THE
 AA8035'NORTH SUPPORT POLE OF A PICNIC TABLE SHELTER ON A MAGNETIC AZIMUTH OF
 AA8035'230 DEGREES AT 53.46 FT.  (16.29 M) PK NAIL AND ---REF.  PT.  LB
 AA8035'3636--- DISK SET IN THE SOUTH SUPPORT POLE OF A PICNIC TABLE SHELTER
 AA8035'ON A MAGNETIC AZIMUTH OF 320 DEGREES AT 55.51 FT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA8036 ***********************************************************************
 AA8036  DESIGNATION -  5002
 AA8036  PID         -  AA8036
 AA8036  STATE/COUNTY-  FL/SARASOTA
 AA8036  COUNTRY     -  US
 AA8036  USGS QUAD   -  BEE RIDGE (2018)
 AA8036
 AA8036                         *CURRENT SURVEY CONTROL
 AA8036  ______________________________________________________________________
 AA8036* NAD 83(2007) POSITION- 27 20 18.86333(N) 082 26 25.46499(W)   ADJUSTED
 AA8036* NAD 83(2007) ELLIP HT-   -16.545 (meters)        (02/10/07)   ADJUSTED
 AA8036* NAD 83(2007) EPOCH   -  2002.00
 AA8036* NAVD 88 ORTHO HEIGHT -     7.9   (meters)       26.    (feet) GPS OBS
 AA8036  ______________________________________________________________________
 AA8036  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8036  GEOID HEIGHT    -         -25.16 (meters)                     GEOID93
 AA8036  GEOID HEIGHT    -        -24.429 (meters)                     GEOID18
 AA8036  NAD 83(2007) X  -    745,895.926 (meters)                     COMP
 AA8036  NAD 83(2007) Y  - -5,620,462.853 (meters)                     COMP
 AA8036  NAD 83(2007) Z  -  2,911,584.462 (meters)                     COMP
 AA8036  LAPLACE CORR    -         -0.72  (seconds)                    DEFLEC18
 AA8036
 AA8036  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8036  Standards:
 AA8036         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8036            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8036  -------------------------------------------------------------------
 AA8036  NETWORK    2.68   6.94           1.08   1.11   3.54      0.00846992
 AA8036  -------------------------------------------------------------------
 AA8036  Click here for local accuracies and other accuracy information.
 AA8036
 AA8036.The horizontal coordinates were established by GPS observations
 AA8036.and adjusted by the National Geodetic Survey in February 2007.
 AA8036
 AA8036.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). See 
 AA8036.www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AA8036
 AA8036.The horizontal coordinates are valid at the epoch date displayed above
 AA8036.which is a decimal equivalence of Year/Month/Day.
 AA8036
 AA8036.The orthometric height was determined by GPS observations and a
 AA8036.high-resolution geoid model.
 AA8036
 AA8036.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8036.GEOID18 height accuracy estimate available here.
 AA8036
 AA8036.Click photographs - Photos may exist for this station.
 AA8036
 AA8036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8036
 AA8036.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8036
 AA8036.The ellipsoidal height was determined by GPS observations
 AA8036.and is referenced to NAD 83.
 AA8036
 AA8036. The following values were computed from the NAD 83(2007) position.
 AA8036
 AA8036;                    North         East     Units Scale Factor Converg.
 AA8036;SPC FL W     -   332,994.763   156,421.446   MT  0.99996461   -0 12 08.1
 AA8036;SPC FL W     - 1,092,500.32    513,192.69   sFT  0.99996461   -0 12 08.1
 AA8036;UTM  17      - 3,024,758.894   357,511.501   MT  0.99985062   -0 39 41.8
 AA8036
 AA8036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8036!SPC FL W     -   1.00000260  x   0.99996461  =   0.99996721
 AA8036!UTM  17      -   1.00000260  x   0.99985062  =   0.99985322
 AA8036
 AA8036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5751124758(NAD 83)
 AA8036
 AA8036                          SUPERSEDED SURVEY CONTROL
 AA8036
 AA8036  NAD 83(1999)-  27 20 18.86309(N)    082 26 25.46611(W) AD(       ) 1
 AA8036  ELLIP H (06/19/01)  -16.505  (m)                       GP(       ) 4 1
 AA8036  NAD 83(1990)-  27 20 18.86178(N)    082 26 25.46560(W) AD(       ) 1
 AA8036  ELLIP H (09/15/95)  -16.417  (m)                       GP(       ) 4 1
 AA8036
 AA8036.Superseded values are not recommended for survey control.
 AA8036
 AA8036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8036.See file dsdata.pdf to determine how the superseded data were derived.
 AA8036
 AA8036_MARKER: DD = SURVEY DISK
 AA8036_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA8036_STAMPING: 5002 1994
 AA8036_MARK LOGO: GEOBAS
 AA8036_PROJECTION: FLUSH
 AA8036_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8036+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8036_ROD/PIPE-DEPTH: 9.4 meters
 AA8036
 AA8036  HISTORY     - Date     Condition        Report By
 AA8036  HISTORY     - 1994     MONUMENTED       GEOBAS
 AA8036  HISTORY     - 20020305 GOOD             USPSQD
 AA8036  HISTORY     - 20070605 MARK NOT FOUND   FLDEP
 AA8036
 AA8036                          STATION DESCRIPTION
 AA8036
 AA8036'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1994 (SRV)
 AA8036'THE STATION IS LOCATED IN THE MEDIAN OF STATE ROAD 780, WEST OF
 AA8036'INTERSTATE 75.  TO REACH THE STATION FROM THE INTERSECTION OF
 AA8036'INTERSTATE 75 AND STATE ROAD 780 (FRUITVILLE ROAD) , GO EAST ON STATE
 AA8036'ROAD 780, 0.4 MI (0.6 KM) TO COBURN ROAD ON THE RIGHT AND THE STATION
 AA8036'ON THE RIGHT.  THE STATION IS A GEOBASE CONTROL INC GPS STATION DISK
 AA8036'STAMPED ---5001 1994--- SET ON A 5/8-INCH ALUMINUM ALLOY ROD DRIVEN
 AA8036'INTO THE GROUND TO REFUSAL WITH A PVC PIPE AND CONCRETE COLLAR THAT IS
 AA8036'FLUSH WITH THE GROUND.  IT IS 9.0 FT (2.7 M) SOUTH OF THE SOUTH EDGE
 AA8036'OF PAVEMENT OF THE WESTBOUND LANES OF STATE ROAD 780, 18.5 FT (5.6 M)
 AA8036'NORTH OF THE NORTH EDGE OF PAVEMENT OF THE EASTBOUND LANES OF STATE
 AA8036'ROAD 780 AND 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST.
 AA8036'REFERENCES--  IRON ROD AND ---LB 3639 REF.  PT.--- CAP SET NEAR THE
 AA8036'NOSE OF THE MEDIAN 3-INCHES BELOW THE GROUND ON A MAGNETIC AZIMUTH OF
 AA8036'95 DEGREES AT 100.68 FT.  (30.69 M) PK NAIL AND ---REF.  PT.  LB
 AA8036'3639--- DISK SET IN THE SOUTH EDGE OF PAVEMENT OF THE WESTBOUND LANES
 AA8036'OF STATE ROAD 780 ON A MAGNETIC AZIMUTH OF 5 DEGREES AT 9.75 FT.
 AA8036'(2.97 M) PK NAIL AND ---REF.  PT.  LB 3636--- DISK SET IN THE NORTH
 AA8036'EDGE OF PAVEMENT OF THE EASTBOUND LANES OF STATE ROAD 780 ON A
 AA8036'MAGNETIC AZIMUTH OF 145 DEGREES AT 24.82 FT.
 AA8036
 AA8036                          STATION RECOVERY (2002)
 AA8036
 AA8036'RECOVERY NOTE BY US POWER SQUADRON 2002
 AA8036'STAMP SHOULD READ 5002 NOT 5001 AS STAMPED
 AA8036'SHOULD READ EAST OF I75  WITNESS POST CUT DOWN
 AA8036'5002 RM1 NOT RECOVERED
 AA8036'5002 RM2 RECOVERED
 AA8036'
 AA8036
 AA8036                          STATION RECOVERY (2007)
 AA8036
 AA8036'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AA8036'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA8037 ***********************************************************************
 AA8037  DESIGNATION -  5003
 AA8037  PID         -  AA8037
 AA8037  STATE/COUNTY-  FL/SARASOTA
 AA8037  COUNTRY     -  US
 AA8037  USGS QUAD   -  BEE RIDGE (2018)
 AA8037
 AA8037                         *CURRENT SURVEY CONTROL
 AA8037  ______________________________________________________________________
 AA8037* NAD 83(2007) POSITION- 27 19 24.83505(N) 082 25 58.61929(W)   ADJUSTED
 AA8037* NAD 83(2007) ELLIP HT-   -18.562 (meters)        (02/10/07)   ADJUSTED
 AA8037* NAD 83(2007) EPOCH   -  2002.00
 AA8037* NAVD 88 ORTHO HEIGHT -     5.8   (meters)       19.    (feet) GPS OBS
 AA8037  ______________________________________________________________________
 AA8037  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8037  GEOID HEIGHT    -         -25.14 (meters)                     GEOID93
 AA8037  GEOID HEIGHT    -        -24.408 (meters)                     GEOID18
 AA8037  NAD 83(2007) X  -    746,727.744 (meters)                     COMP
 AA8037  NAD 83(2007) Y  - -5,621,120.834 (meters)                     COMP
 AA8037  NAD 83(2007) Z  -  2,910,106.182 (meters)                     COMP
 AA8037  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 AA8037
 AA8037  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8037  Standards:
 AA8037         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8037            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8037  -------------------------------------------------------------------
 AA8037  NETWORK    2.68   6.92           1.08   1.11   3.53      0.00801847
 AA8037  -------------------------------------------------------------------
 AA8037  Click here for local accuracies and other accuracy information.
 AA8037
 AA8037.The horizontal coordinates were established by GPS observations
 AA8037.and adjusted by the National Geodetic Survey in February 2007.
 AA8037
 AA8037.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). See 
 AA8037.www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AA8037
 AA8037.The horizontal coordinates are valid at the epoch date displayed above
 AA8037.which is a decimal equivalence of Year/Month/Day.
 AA8037
 AA8037.The orthometric height was determined by GPS observations and a
 AA8037.high-resolution geoid model.
 AA8037
 AA8037.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8037.GEOID18 height accuracy estimate available here.
 AA8037
 AA8037.Click photographs - Photos may exist for this station.
 AA8037
 AA8037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8037
 AA8037.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8037
 AA8037.The ellipsoidal height was determined by GPS observations
 AA8037.and is referenced to NAD 83.
 AA8037
 AA8037. The following values were computed from the NAD 83(2007) position.
 AA8037
 AA8037;                    North         East     Units Scale Factor Converg.
 AA8037;SPC FL W     -   331,329.249   157,153.574   MT  0.99996383   -0 11 55.4
 AA8037;SPC FL W     - 1,087,036.04    515,594.68   sFT  0.99996383   -0 11 55.4
 AA8037;UTM  17      - 3,023,087.757   358,230.173   MT  0.99984810   -0 39 28.3
 AA8037
 AA8037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8037!SPC FL W     -   1.00000292  x   0.99996383  =   0.99996675
 AA8037!UTM  17      -   1.00000292  x   0.99984810  =   0.99985102
 AA8037
 AA8037:                Primary Azimuth Mark                     Grid Az
 AA8037:SPC FL W     -  5004                                     078 05 31.8
 AA8037:UTM  17      -  5004                                     078 33 04.7
 AA8037
 AA8037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5823023087(NAD 83)
 AA8037
 AA8037|---------------------------------------------------------------------|
 AA8037| PID    Reference Object                     Distance      Geod. Az  |
 AA8037|                                                           dddmmss.s |
 AA8037| AA8038 5004                                483.671 METERS 0775336.4 |
 AA8037|---------------------------------------------------------------------|
 AA8037
 AA8037                          SUPERSEDED SURVEY CONTROL
 AA8037
 AA8037  NAD 83(1999)-  27 19 24.83482(N)    082 25 58.62043(W) AD(       ) 1
 AA8037  ELLIP H (06/19/01)  -18.523  (m)                       GP(       ) 4 1
 AA8037  NAD 83(1990)-  27 19 24.83344(N)    082 25 58.61981(W) AD(       ) 1
 AA8037  ELLIP H (09/15/95)  -18.434  (m)                       GP(       ) 4 1
 AA8037
 AA8037.Superseded values are not recommended for survey control.
 AA8037
 AA8037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8037.See file dsdata.pdf to determine how the superseded data were derived.
 AA8037
 AA8037_MARKER: DD = SURVEY DISK
 AA8037_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA8037_STAMPING: 5003 1994
 AA8037_MARK LOGO: GEOBAS
 AA8037_PROJECTION: RECESSED 5 CENTIMETERS
 AA8037_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8037+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8037_ROD/PIPE-DEPTH: 8.8 meters
 AA8037
 AA8037  HISTORY     - Date     Condition        Report By
 AA8037  HISTORY     - 1994     MONUMENTED       GEOBAS
 AA8037
 AA8037                          STATION DESCRIPTION
 AA8037
 AA8037'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1994 (SRV)
 AA8037'THE STATION IS LOCATED IN A CELERY FIELD SOUTH OF PALMER BLVD.  TO
 AA8037'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AA8037'ROAD 780 (FRUITVILLE ROAD) , GO EAST ON STATE ROAD 780, 0.4 MI (0.6
 AA8037'KM) TO COBURN ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COBURN
 AA8037'ROAD, 0.55 MI (0.89 KM) TO WHERE COBURN ROAD CHANGES INTO APEX ROAD,
 AA8037'CONTINUE SOUTH ON APEX ROAD, 0.45 MI (0.72 KM) TO PALMER BLVD., TURN
 AA8037'LEFT AND GO EAST ON PALMER BLVD., 0.7 MI (1.1 KM) TO A DIRT ROAD
 AA8037'CROSSING A DITCH ON THE RIGHT, TURN RIGHT AND GO SOUTH ON THE DIRT
 AA8037'ROAD CROSSING THE DITCH THEN TURN RIGHT AND GO WEST ON THE DIRT ALONG
 AA8037'THE NORTH SIDE OF AN EAST-WEST FENCE, 322 FT (98.1 M) TO A TURN IN THE
 AA8037'FENCE TO THE SOUTH, TURN LEFT AND GO SOUTH ON A DIRT ROAD ALONG THE
 AA8037'WEST SIDE OF A NORTH-SOUTH FENCE LINE, 463 FT (141.1 M) TO THE
 AA8037'STATION.  THE STATION IS A GEOBASE CONTROL INC GPS STATION DISK
 AA8037'STAMPED ---5003 1994--- SET ON A 5/8-INCH ALUMINUM ALLOY ROD DRIVEN
 AA8037'INTO THE GROUND TO REFUSAL WITH A PVC PIPE AND CONCRETE COLLAR THAT IS
 AA8037'2-INCHES BELOW THE GROUND.  IT IS 2.0 FT (0.6 M) WEST OF A BARB WIRE
 AA8037'FENCE AND 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST.
 AA8037'REFERENCES--  PK NAIL AND ---REF.  PT.  LB 3639--- DISK SET IN THE
 AA8037'EAST FACE OF A PALM TREE ON A MAGNETIC AZIMUTH OF 170 DEGREES AT
 AA8037'189.32 FT.  (57.70 M) IRON ROD AND ---LB 3636 REF.  PT.--- CAP SET 12
 AA8037'FT (3.7 M) WEST OF A BARB WIRE FENCE 12-INCHES BELOW THE GROUND ON A
 AA8037'MAGNETIC AZIMUTH OF 195 DEGREES AT 43.51 FT.  (13.26 M) IRON ROD AND
 AA8037'---LB 3639 REF.  PT.--- CAP SET 12 FT (3.7 M) WEST OF A BARD WIRE
 AA8037'FENCE 12-INCHES BELOW THE GROUND ON A MAGNETIC AZIMUTH OF 275 DEGREES
 AA8037'AT 10.41 FT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA8038 ***********************************************************************
 AA8038  DESIGNATION -  5004
 AA8038  PID         -  AA8038
 AA8038  STATE/COUNTY-  FL/SARASOTA
 AA8038  COUNTRY     -  US
 AA8038  USGS QUAD   -  BEE RIDGE (2018)
 AA8038
 AA8038                         *CURRENT SURVEY CONTROL
 AA8038  ______________________________________________________________________
 AA8038* NAD 83(2007) POSITION- 27 19 28.13040(N) 082 25 41.41695(W)   ADJUSTED
 AA8038* NAD 83(2007) ELLIP HT-   -17.281 (meters)        (02/10/07)   ADJUSTED
 AA8038* NAD 83(2007) EPOCH   -  2002.00
 AA8038* NAVD 88 ORTHO HEIGHT -     7.1   (meters)       23.    (feet) GPS OBS
 AA8038  ______________________________________________________________________
 AA8038  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8038  GEOID HEIGHT    -         -25.15 (meters)                     GEOID93
 AA8038  GEOID HEIGHT    -        -24.413 (meters)                     GEOID18
 AA8038  NAD 83(2007) X  -    747,190.553 (meters)                     COMP
 AA8038  NAD 83(2007) Y  - -5,621,013.513 (meters)                     COMP
 AA8038  NAD 83(2007) Z  -  2,910,196.884 (meters)                     COMP
 AA8038  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 AA8038
 AA8038  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8038  Standards:
 AA8038         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8038            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8038  -------------------------------------------------------------------
 AA8038  NETWORK    2.69   6.94           1.09   1.11   3.54      0.00900019
 AA8038  -------------------------------------------------------------------
 AA8038  Click here for local accuracies and other accuracy information.
 AA8038
 AA8038.The horizontal coordinates were established by GPS observations
 AA8038.and adjusted by the National Geodetic Survey in February 2007.
 AA8038
 AA8038.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). See 
 AA8038.www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AA8038
 AA8038.The horizontal coordinates are valid at the epoch date displayed above
 AA8038.which is a decimal equivalence of Year/Month/Day.
 AA8038
 AA8038.The orthometric height was determined by GPS observations and a
 AA8038.high-resolution geoid model.
 AA8038
 AA8038.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8038.GEOID18 height accuracy estimate available here.
 AA8038
 AA8038.Click photographs - Photos may exist for this station.
 AA8038
 AA8038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8038
 AA8038.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8038
 AA8038.The ellipsoidal height was determined by GPS observations
 AA8038.and is referenced to NAD 83.
 AA8038
 AA8038. The following values were computed from the NAD 83(2007) position.
 AA8038
 AA8038;                    North         East     Units Scale Factor Converg.
 AA8038;SPC FL W     -   331,429.045   157,626.819   MT  0.99996333   -0 11 47.6
 AA8038;SPC FL W     - 1,087,363.46    517,147.32   sFT  0.99996333   -0 11 47.6
 AA8038;UTM  17      - 3,023,183.747   358,704.148   MT  0.99984645   -0 39 20.5
 AA8038
 AA8038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8038!SPC FL W     -   1.00000271  x   0.99996333  =   0.99996604
 AA8038!UTM  17      -   1.00000271  x   0.99984645  =   0.99984916
 AA8038
 AA8038:                Primary Azimuth Mark                     Grid Az
 AA8038:SPC FL W     -  5003                                     258 05 31.9
 AA8038:UTM  17      -  5003                                     258 33 04.8
 AA8038
 AA8038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5870423183(NAD 83)
 AA8038
 AA8038|---------------------------------------------------------------------|
 AA8038| PID    Reference Object                     Distance      Geod. Az  |
 AA8038|                                                           dddmmss.s |
 AA8038| AA8037 5003                                483.671 METERS 2575344.3 |
 AA8038|---------------------------------------------------------------------|
 AA8038
 AA8038                          SUPERSEDED SURVEY CONTROL
 AA8038
 AA8038  NAD 83(1999)-  27 19 28.13016(N)    082 25 41.41808(W) AD(       ) 1
 AA8038  ELLIP H (06/19/01)  -17.242  (m)                       GP(       ) 4 1
 AA8038  NAD 83(1990)-  27 19 28.12875(N)    082 25 41.41760(W) AD(       ) 1
 AA8038  ELLIP H (09/15/95)  -17.147  (m)                       GP(       ) 4 1
 AA8038
 AA8038.Superseded values are not recommended for survey control.
 AA8038
 AA8038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8038.See file dsdata.pdf to determine how the superseded data were derived.
 AA8038
 AA8038_MARKER: DD = SURVEY DISK
 AA8038_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA8038_STAMPING: 5004 1994
 AA8038_MARK LOGO: GEOBAS
 AA8038_PROJECTION: RECESSED 25 CENTIMETERS
 AA8038_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8038+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8038_ROD/PIPE-DEPTH: 5.2 meters
 AA8038
 AA8038  HISTORY     - Date     Condition        Report By
 AA8038  HISTORY     - 1994     MONUMENTED       GEOBAS
 AA8038
 AA8038                          STATION DESCRIPTION
 AA8038
 AA8038'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1994 (SRV)
 AA8038'THE STATION IS LOCATED SOUTH OF PALMER BLVD AND WEST OF NIOBE ROAD.
 AA8038'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 AA8038'ROAD 780 (FRUITVILLE ROAD) , GO EAST ON STATE ROAD 780, 0.4 MI (0.6
 AA8038'KM) TO COBURN ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON COBURN
 AA8038'ROAD, 0.55 MI (0.89 KM) TO WHERE COBURN ROAD CHANGES INTO APEX ROAD,
 AA8038'CONTINUE SOUTH ON APEX ROAD, 0.45 MI (0.72 KM) TO PALMER BLVD., TURN
 AA8038'LEFT AND GO EAST ON PALMER BLVD., 0.95 MI (1.53 KM) TO NIOBE ROAD ON
 AA8038'THE RIGHT AND PALMER BLVD.  Y'S TO THE RIGHT AND RIM ROAD Y'S TO THE
 AA8038'LEFT, TURN RIGHT AND GO SOUTH ON NIOBE ROAD, 77 FT (23.5 M) TO THE
 AA8038'STATION ON RIGHT AT A GATE.  THE STATION IS A GEOBASE CONTROL INC GPS
 AA8038'STATION DISK STAMPED ---5004 1994--- SET ON A 5/8-INCH ALUMINUM ALLOY
 AA8038'ROD DRIVEN INTO THE GROUND TO REFUSAL WITH A PVC PIPE AND CONCRETE
 AA8038'COLLAR THAT IS 10-INCHES BELOW THE GROUND.  IT IS 16.0 FT (4.9 M) WEST
 AA8038'OF THE CENTER OF NIOBE ROAD, 15 FT (4.6 M) EAST OF A GATE, 77.0 FT
 AA8038'(23.5 M) SOUTH OF THE CENTER OF PALMER BLVD.  AND 15.0 FT (4.6 M)
 AA8038'NORTHWEST OF A CARSONITE WITNESS POST.  REFERENCES--  NAIL AND ---REF.
 AA8038'PT.  1324--- DISK FOUND NEAR THE CENTER OF NIOBE ROAD ON A MAGNETIC
 AA8038'AZIMUTH OF 35 DEGREES AT 27.68 FT.  (8.44 M) PK NAIL AND ---REF.  PT.
 AA8038'LB 3639--- DISK SET IN THE NORTH FACE OF A POWER POLE ON A MAGNETIC
 AA8038'AZIMUTH OF 115 DEGREES AT 44.53 FT.  (13.57 M) PK NAIL AND ---REF.
 AA8038'PT.  LB 3636--- DISK SET IN THE EAST FACE OF A POWER POLE ON A
 AA8038'MAGNETIC AZIMUTH OF 350 DEGREES AT 39.23 FT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA8039 ***********************************************************************
 AA8039  DESIGNATION -  5005
 AA8039  PID         -  AA8039
 AA8039  STATE/COUNTY-  FL/SARASOTA
 AA8039  COUNTRY     -  US
 AA8039  USGS QUAD   -  BEE RIDGE (2018)
 AA8039
 AA8039                         *CURRENT SURVEY CONTROL
 AA8039  ______________________________________________________________________
 AA8039* NAD 83(2007) POSITION- 27 19 30.82122(N) 082 26 27.40208(W)   ADJUSTED
 AA8039* NAD 83(2007) ELLIP HT-   -18.232 (meters)        (02/10/07)   ADJUSTED
 AA8039* NAD 83(2007) EPOCH   -  2002.00
 AA8039* NAVD 88 ORTHO HEIGHT -     6.2   (meters)       20.    (feet) GPS OBS
 AA8039  ______________________________________________________________________
 AA8039  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8039  GEOID HEIGHT    -         -25.14 (meters)                     GEOID93
 AA8039  GEOID HEIGHT    -        -24.406 (meters)                     GEOID18
 AA8039  NAD 83(2007) X  -    745,932.261 (meters)                     COMP
 AA8039  NAD 83(2007) Y  - -5,621,141.427 (meters)                     COMP
 AA8039  NAD 83(2007) Z  -  2,910,270.030 (meters)                     COMP
 AA8039  LAPLACE CORR    -         -0.71  (seconds)                    DEFLEC18
 AA8039
 AA8039  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8039  Standards:
 AA8039         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8039            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8039  -------------------------------------------------------------------
 AA8039  NETWORK    2.68   6.92           1.08   1.11   3.53      0.00847829
 AA8039  -------------------------------------------------------------------
 AA8039  Click here for local accuracies and other accuracy information.
 AA8039
 AA8039.The horizontal coordinates were established by GPS observations
 AA8039.and adjusted by the National Geodetic Survey in February 2007.
 AA8039
 AA8039.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). See 
 AA8039.www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AA8039
 AA8039.The horizontal coordinates are valid at the epoch date displayed above
 AA8039.which is a decimal equivalence of Year/Month/Day.
 AA8039
 AA8039.The orthometric height was determined by GPS observations and a
 AA8039.high-resolution geoid model.
 AA8039
 AA8039.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8039.GEOID18 height accuracy estimate available here.
 AA8039
 AA8039.Click photographs - Photos may exist for this station.
 AA8039
 AA8039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8039
 AA8039.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8039
 AA8039.The ellipsoidal height was determined by GPS observations
 AA8039.and is referenced to NAD 83.
 AA8039
 AA8039. The following values were computed from the NAD 83(2007) position.
 AA8039
 AA8039;                    North         East     Units Scale Factor Converg.
 AA8039;SPC FL W     -   331,516.267   156,362.977   MT  0.99996467   -0 12 08.7
 AA8039;SPC FL W     - 1,087,649.62    513,000.87   sFT  0.99996467   -0 12 08.7
 AA8039;UTM  17      - 3,023,281.082   357,441.191   MT  0.99985087   -0 39 41.6
 AA8039
 AA8039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8039!SPC FL W     -   1.00000286  x   0.99996467  =   0.99996753
 AA8039!UTM  17      -   1.00000286  x   0.99985087  =   0.99985373
 AA8039
 AA8039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5744123281(NAD 83)
 AA8039
 AA8039                          SUPERSEDED SURVEY CONTROL
 AA8039
 AA8039  NAD 83(1999)-  27 19 30.82099(N)    082 26 27.40322(W) AD(       ) 1
 AA8039  ELLIP H (06/19/01)  -18.192  (m)                       GP(       ) 4 1
 AA8039  NAD 83(1990)-  27 19 30.81964(N)    082 26 27.40255(W) AD(       ) 1
 AA8039  ELLIP H (09/15/95)  -18.108  (m)                       GP(       ) 4 1
 AA8039
 AA8039.Superseded values are not recommended for survey control.
 AA8039
 AA8039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8039.See file dsdata.pdf to determine how the superseded data were derived.
 AA8039
 AA8039_MARKER: DD = SURVEY DISK
 AA8039_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA8039_STAMPING: 5005 1994
 AA8039_MARK LOGO: GEOBAS
 AA8039_PROJECTION: RECESSED 5 CENTIMETERS
 AA8039_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8039+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8039_ROD/PIPE-DEPTH: 8.8 meters
 AA8039
 AA8039  HISTORY     - Date     Condition        Report By
 AA8039  HISTORY     - 1994     MONUMENTED       GEOBAS
 AA8039  HISTORY     - 20020305 MARK NOT FOUND   USPSQD
 AA8039
 AA8039                          STATION DESCRIPTION
 AA8039
 AA8039'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1994 (SRV)
 AA8039'THE STATION IS LOCATED ALONG THE EAST SIDE OF A CANAL AND WEST SIDE OF
 AA8039'A CELERY FIELD SOUTH OF PALMER BLVD.  TO REACH THE STATION FROM THE
 AA8039'INTERSECTION OF INTERSTATE 75 AND STATE ROAD 780 (FRUITVILLE ROAD) ,
 AA8039'GO EAST ON STATE ROAD 780, 0.4 MI (0.6 KM) TO COBURN ROAD ON THE
 AA8039'RIGHT, TURN RIGHT AND GO SOUTH ON COBURN ROAD, 0.55 MI (0.89 KM) TO
 AA8039'WHERE COBURN ROAD CHANGES INTO APEX ROAD, CONTINUE SOUTH ON APEX ROAD,
 AA8039'0.45 MI (0.72 KM) TO PALMER BLVD., TURN LEFT AND GO EAST ON PALMER
 AA8039'BLVD., 0.15 MI (0.24 KM) TO BRIDGE NUMBER 174032, CROSS THE BRIDGE,
 AA8039'TURN RIGHT AND GO SOUTH ON A GRASS ROAD, 142 FT (43.3 M) TO THE
 AA8039'STATION.  THE STATION IS A GEOBASE CONTROL INC GPS STATION DISK
 AA8039'STAMPED ---5005 1994--- SET ON A 5/8-INCH ALUMINUM ALLOY ROD DRIVEN
 AA8039'INTO THE GROUND TO REFUSAL WITH A PVC PIPE AND CONCRETE COLLAR THAT IS
 AA8039'3-INCHES BELOW THE GROUND.  IT IS 7.0 FT (2.1 M) WEST OF THE CENTER OF
 AA8039'THE GRASS ROAD, 142.0 FT (43.3 M) SOUTH OF THE CENTER OF PALMER BLVD.
 AA8039'AND 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST.  REFERENCES--  PK
 AA8039'NAIL AND ---REF.  PT.  LB 3639--- DISK SET IN THE EAST FACE OF A POWER
 AA8039'POLE ON A MAGNETIC AZIMUTH OF 0 DEGREES AT 93.42 FT (28.47 M) .  IRON
 AA8039'ROD AND ---LB 3636 REF.  PT.--- CAP SET NEAR THE CENTER OF THE GRASS
 AA8039'ROAD 3-INCHES BELOW THE GROUND ON A MAGNETIC AZIMUTH OF 47 DEGREES AT
 AA8039'12.50 FT (3.81 M) .  IRON ROD AND ---LB 3639 REF.  PT.--- CAP SET NEAR
 AA8039'THE CENTER OF THE GRASS ROAD 3-INCHES BELOW THE GROUND ON A MAGNETIC
 AA8039'AZIMUTH OF 90 DEGREES AT 6.98 FT (2.13 M) .
 AA8039
 AA8039                          STATION RECOVERY (2002)
 AA8039
 AA8039'RECOVERY NOTE BY US POWER SQUADRON 2002
 AA8039'SEARCH EXTENSIVELY,GPS,DETECTOR,DIGGING
 AA8039'RN1 NOT RECOVERED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA8040 ***********************************************************************
 AA8040  DESIGNATION -  5006
 AA8040  PID         -  AA8040
 AA8040  STATE/COUNTY-  FL/SARASOTA
 AA8040  COUNTRY     -  US
 AA8040  USGS QUAD   -  BEE RIDGE (2018)
 AA8040
 AA8040                         *CURRENT SURVEY CONTROL
 AA8040  ______________________________________________________________________
 AA8040* NAD 83(2007) POSITION- 27 19 02.47537(N) 082 26 28.36858(W)   ADJUSTED
 AA8040* NAD 83(2007) ELLIP HT-   -16.160 (meters)        (02/10/07)   ADJUSTED
 AA8040* NAD 83(2007) EPOCH   -  2002.00
 AA8040* NAVD 88 ORTHO HEIGHT -     8.2   (meters)       27.    (feet) GPS OBS
 AA8040  ______________________________________________________________________
 AA8040  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AA8040  GEOID HEIGHT    -         -25.13 (meters)                     GEOID93
 AA8040  GEOID HEIGHT    -        -24.392 (meters)                     GEOID18
 AA8040  NAD 83(2007) X  -    745,958.841 (meters)                     COMP
 AA8040  NAD 83(2007) Y  - -5,621,543.722 (meters)                     COMP
 AA8040  NAD 83(2007) Z  -  2,909,495.822 (meters)                     COMP
 AA8040  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 AA8040
 AA8040  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8040  Standards:
 AA8040         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8040            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8040  -------------------------------------------------------------------
 AA8040  NETWORK    2.69   6.92           1.09   1.11   3.53      0.00949067
 AA8040  -------------------------------------------------------------------
 AA8040  Click here for local accuracies and other accuracy information.
 AA8040
 AA8040.The horizontal coordinates were established by GPS observations
 AA8040.and adjusted by the National Geodetic Survey in February 2007.
 AA8040
 AA8040.The datum tag of NAD 83(2007) is equivalent to NAD 83(NSRS2007). See 
 AA8040.www.ngs.noaa.gov/web/surveys/NSRS2007 for more information. 
 AA8040
 AA8040.The horizontal coordinates are valid at the epoch date displayed above
 AA8040.which is a decimal equivalence of Year/Month/Day.
 AA8040
 AA8040.The orthometric height was determined by GPS observations and a
 AA8040.high-resolution geoid model.
 AA8040
 AA8040.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8040.GEOID18 height accuracy estimate available here.
 AA8040
 AA8040.Click photographs - Photos may exist for this station.
 AA8040
 AA8040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8040
 AA8040.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8040
 AA8040.The ellipsoidal height was determined by GPS observations
 AA8040.and is referenced to NAD 83.
 AA8040
 AA8040. The following values were computed from the NAD 83(2007) position.
 AA8040
 AA8040;                    North         East     Units Scale Factor Converg.
 AA8040;SPC FL W     -   330,643.907   156,333.324   MT  0.99996471   -0 12 08.9
 AA8040;SPC FL W     - 1,084,787.55    512,903.58   sFT  0.99996471   -0 12 08.9
 AA8040;UTM  17      - 3,022,409.087   357,404.554   MT  0.99985100   -0 39 41.4
 AA8040
 AA8040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8040!SPC FL W     -   1.00000254  x   0.99996471  =   0.99996725
 AA8040!UTM  17      -   1.00000254  x   0.99985100  =   0.99985354
 AA8040
 AA8040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5740422409(NAD 83)
 AA8040
 AA8040                          SUPERSEDED SURVEY CONTROL
 AA8040
 AA8040  NAD 83(1999)-  27 19 02.47514(N)    082 26 28.36973(W) AD(       ) 1
 AA8040  ELLIP H (06/19/01)  -16.120  (m)                       GP(       ) 4 1
 AA8040  NAD 83(1990)-  27 19 02.47377(N)    082 26 28.36905(W) AD(       ) 1
 AA8040  ELLIP H (09/15/95)  -16.035  (m)                       GP(       ) 4 1
 AA8040
 AA8040.Superseded values are not recommended for survey control.
 AA8040
 AA8040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8040.See file dsdata.pdf to determine how the superseded data were derived.
 AA8040
 AA8040_MARKER: DD = SURVEY DISK
 AA8040_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 AA8040_STAMPING: 5006 1994
 AA8040_MARK LOGO: GEOBAS
 AA8040_PROJECTION: RECESSED 10 CENTIMETERS
 AA8040_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA8040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8040+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8040_ROD/PIPE-DEPTH: 10.1 meters
 AA8040
 AA8040  HISTORY     - Date     Condition        Report By
 AA8040  HISTORY     - 1994     MONUMENTED       GEOBAS
 AA8040
 AA8040                          STATION DESCRIPTION
 AA8040
 AA8040'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1994 (SRV)
 AA8040'THE STATION IS LOCATED ALONG THE WEST SIDE OF A CANAL IN AN INDUSTRIAL
 AA8040'PARK.  TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 75 AND
 AA8040'STATE ROAD 780 (FRUITVILLE ROAD) , GO EAST ON STATE ROAD 780, 0.4 MI
 AA8040'(0.6 KM) TO COBURN ROAD ON THE RIGHT, TURN RIGHT AND GO SOUTH ON
 AA8040'COBURN ROAD, 0.55 MI (0.89 KM) TO WHERE COBURN ROAD CHANGES INTO APEX
 AA8040'ROAD, CONTINUE SOUTH ON APEX ROAD, 0.45 MI (0.72 KM) TO PALMER BLVD.,
 AA8040'CONTINUE SOUTH ON APEX ROAD, 0.55 MI (0.89 KM) TO THE BEGINING OF A
 AA8040'LOOP, TURN LEFT AND GO EAST ALONG THE SOUTH SIDE OF AN EAST-WEST FENCE
 AA8040'LINE, 350 FT (106.7 M) TO THE TOP OF A LEVEE, TURN RIGHT AND GO SOUTH
 AA8040'ALONG THE LEVEE 152 FT (46.3 M) TO THE STATION.  THE STATION IS A
 AA8040'GEOBASE CONTROL INC GPS STATION DISK STAMPED ---5006 1994--- SET ON A
 AA8040'5/8-INCH ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND TO REFUSAL WITH A
 AA8040'PVC PIPE AND CONCRETE COLLAR THAT IS 4-INCHES BELOW THE GROUND.  IT IS
 AA8040'15.0 FT (4.6 M) WEST OF THE WEST TOP OF BANK OF A CANAL, 152.0 FT
 AA8040'(46.3 M) SOUTH OF A CHAINLICK FENCE AND 12.0 FT (3.7 M) WEST OF A
 AA8040'CARSONITE WITNESS POST.  REFERENCES--  IRON ROD AND ---BOYLE TRAV---
 AA8040'CAP FOUND 2-INCHES BELOW THE GROUND ON A MAGNETIC AZIMUTH OF 180
 AA8040'DEGREES AT 45.06 FT (13.73 M) .  IRON ROD AND ---LB 3636 REF.  PT.---
 AA8040'CAP SET 3-INCHES BELOW THE GROUND ON A MAGNETIC AZIMUTH OF 210 DEGREES
 AA8040'AT 43.46 FT (13.25 M) .  IRON ROD AND ---LB 3639 REF.  PT.--- CAP SET
 AA8040'3-INCHES BELOW THE GROUND ON A MAGNETIC AZIMUTH OF 275 DEGREES AT
 AA8040'19.24 FT (5.86 M) .
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8637 ***********************************************************************
 AD8637  DESIGNATION -  5026 194 9244
 AD8637  PID         -  AD8637
 AD8637  STATE/COUNTY-  FL/COLLIER
 AD8637  COUNTRY     -  US
 AD8637  USGS QUAD   -  BELLE MEADE (2018)
 AD8637
 AD8637                         *CURRENT SURVEY CONTROL
 AD8637  ______________________________________________________________________
 AD8637* NAD 83(2011) POSITION- 26 06 20.09945(N) 081 44 47.41106(W)   ADJUSTED
 AD8637* NAD 83(2011) ELLIP HT-   -21.342 (meters)        (06/27/12)   ADJUSTED
 AD8637* NAD 83(2011) EPOCH   -  2010.00
 AD8637* NAVD 88 ORTHO HEIGHT -     2.2   (meters)        7.    (feet) GPS OBS
 AD8637  ______________________________________________________________________
 AD8637  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8637  GEOID HEIGHT    -        -24.440 (meters)                     GEOID93
 AD8637  GEOID HEIGHT    -        -23.466 (meters)                     GEOID18
 AD8637  NAD 83(2011) X  -    822,726.182 (meters)                     COMP
 AD8637  NAD 83(2011) Y  - -5,671,806.019 (meters)                     COMP
 AD8637  NAD 83(2011) Z  -  2,789,561.409 (meters)                     COMP
 AD8637  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 AD8637
 AD8637  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8637  Standards:
 AD8637         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8637            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8637  -------------------------------------------------------------------
 AD8637  NETWORK    1.39   2.35           0.53   0.60   1.20      0.10244819
 AD8637  -------------------------------------------------------------------
 AD8637  Click here for local accuracies and other accuracy information.
 AD8637
 AD8637.The horizontal coordinates were established by GPS observations
 AD8637.and adjusted by the National Geodetic Survey in June 2012.
 AD8637
 AD8637.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8637.been affixed to the stable North American tectonic plate. See 
 AD8637.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8637
 AD8637.The horizontal coordinates are valid at the epoch date displayed above
 AD8637.which is a decimal equivalence of Year/Month/Day.
 AD8637
 AD8637.The orthometric height was determined by GPS observations and a
 AD8637.high-resolution geoid model.
 AD8637
 AD8637.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8637.GEOID18 height accuracy estimate available here.
 AD8637
 AD8637.Click photographs - Photos may exist for this station.
 AD8637
 AD8637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8637
 AD8637.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8637
 AD8637.The ellipsoidal height was determined by GPS observations
 AD8637.and is referenced to NAD 83.
 AD8637
 AD8637. The following values were computed from the NAD 83(2011) position.
 AD8637
 AD8637;                    North         East     Units Scale Factor Converg.
 AD8637;SPC FL E     -   196,525.640   125,331.843   MT  1.00000999   -0 19 42.6
 AD8637;SPC FL E     -   644,767.87    411,192.89   sFT  1.00000999   -0 19 42.6
 AD8637;UTM  17      - 2,887,590.568   425,357.320   MT  0.99966879   -0 19 42.6
 AD8637
 AD8637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8637!SPC FL E     -   1.00000335  x   1.00000999  =   1.00001334
 AD8637!UTM  17      -   1.00000335  x   0.99966879  =   0.99967214
 AD8637
 AD8637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2535787590(NAD 83)
 AD8637
 AD8637                          SUPERSEDED SURVEY CONTROL
 AD8637
 AD8637  NAD 83(2007)-  26 06 20.09955(N)    081 44 47.41179(W) AD(2002.00) 0
 AD8637  ELLIP H (02/10/07)  -21.316  (m)                       GP(2002.00)    
 AD8637  NAD 83(1999)-  26 06 20.09968(N)    081 44 47.41193(W) AD(       ) 1
 AD8637  ELLIP H (05/31/01)  -21.291  (m)                       GP(       ) 4 1
 AD8637  NAD 83(1990)-  26 06 20.09843(N)    081 44 47.41224(W) AD(       ) 1
 AD8637  ELLIP H (08/02/93)  -21.293  (m)                       GP(       ) 4 1
 AD8637
 AD8637.Superseded values are not recommended for survey control.
 AD8637
 AD8637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8637.See file dsdata.pdf to determine how the superseded data were derived.
 AD8637
 AD8637_MARKER: DD = SURVEY DISK
 AD8637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8637_STAMPING: 5026 194 9244 1992
 AD8637_MARK LOGO: DENI
 AD8637_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8637+STABILITY: SURFACE MOTION
 AD8637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8637+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AD8637
 AD8637  HISTORY     - Date     Condition        Report By
 AD8637  HISTORY     - 1992     MONUMENTED       DENI
 AD8637  HISTORY     - 20121003 MARK NOT FOUND   FL-021
 AD8637
 AD8637                          STATION DESCRIPTION
 AD8637
 AD8637'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8637'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SEC.19, TWP 50S, RGE
 AD8637'26E, 4.0 MI (6.4 KM) SOUTHEAST OF NAPLES, IN THE MEDIAN OF
 AD8637'U.S.HIGHWAY 41/ TAMIAMI TRAIL. TO REACH STATION FROM THE JUNCTION OF
 AD8637'U.S.HWY 41 AND STATE ROUTE 84/DAVIS BLVD, GO SOUTHEAST ON U.S.HWY 41
 AD8637'FOR 3.2 MI (5.1 KM) TO THE STATION, SOUTHEAST OF THE INTERSECTION OF
 AD8637'U.S.HWY 41 AND VALLEY STREAM DRIVE.
 AD8637'STATION IS 43.3 FT (13.2 M) NORTHEAST OF THE CENTER OF THE
 AD8637'SOUTHEASTBOUND LANES OF U.S.HWY 41, 64.0 FT (19.5 M) SOUTH OF THE
 AD8637'CENTERLINE INTERSECTION OF THE NORTHWESTBOUND LANES OF U.S.HWY 41 AND
 AD8637'VALLEY STREAM DRIVE, 8.8 FT (2.7 M) SOUTHEAST OF THE NORTHWEST END OF
 AD8637'THE U.S.HWY 41 MEDIAN STRIP, 89.5 FT (27.3 M) EAST OF A LIGHT POLE.
 AD8637'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8637'SET IN TOP OF 8 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW GROUND
 AD8637'LEVEL.  NO WITNESS POST SET.
 AD8637
 AD8637                          STATION RECOVERY (2012)
 AD8637
 AD8637'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD8637'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8638 ***********************************************************************
 AD8638  DESIGNATION -  5026 354 9245
 AD8638  PID         -  AD8638
 AD8638  STATE/COUNTY-  FL/COLLIER
 AD8638  COUNTRY     -  US
 AD8638  USGS QUAD   -  BELLE MEADE (2018)
 AD8638
 AD8638                         *CURRENT SURVEY CONTROL
 AD8638  ______________________________________________________________________
 AD8638* NAD 83(2011) POSITION- 26 04 46.15658(N) 081 41 14.23065(W)   ADJUSTED
 AD8638* NAD 83(2011) ELLIP HT-   -21.797 (meters)        (06/27/12)   ADJUSTED
 AD8638* NAD 83(2011) EPOCH   -  2010.00
 AD8638* NAVD 88 ORTHO HEIGHT -     1.7   (meters)        6.    (feet) GPS OBS
 AD8638  ______________________________________________________________________
 AD8638  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8638  GEOID HEIGHT    -        -24.490 (meters)                     GEOID93
 AD8638  GEOID HEIGHT    -        -23.496 (meters)                     GEOID18
 AD8638  NAD 83(2011) X  -    828,771.488 (meters)                     COMP
 AD8638  NAD 83(2011) Y  - -5,672,210.472 (meters)                     COMP
 AD8638  NAD 83(2011) Z  -  2,786,964.785 (meters)                     COMP
 AD8638  LAPLACE CORR    -         -1.40  (seconds)                    DEFLEC18
 AD8638
 AD8638  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8638  Standards:
 AD8638         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8638            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8638  -------------------------------------------------------------------
 AD8638  NETWORK    1.82   2.78           0.71   0.77   1.42      0.16363972
 AD8638  -------------------------------------------------------------------
 AD8638  Click here for local accuracies and other accuracy information.
 AD8638
 AD8638.The horizontal coordinates were established by GPS observations
 AD8638.and adjusted by the National Geodetic Survey in June 2012.
 AD8638
 AD8638.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8638.been affixed to the stable North American tectonic plate. See 
 AD8638.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8638
 AD8638.The horizontal coordinates are valid at the epoch date displayed above
 AD8638.which is a decimal equivalence of Year/Month/Day.
 AD8638
 AD8638.The orthometric height was determined by GPS observations and a
 AD8638.high-resolution geoid model.
 AD8638
 AD8638.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8638.GEOID18 height accuracy estimate available here.
 AD8638
 AD8638.Click photographs - Photos may exist for this station.
 AD8638
 AD8638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8638
 AD8638.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8638
 AD8638.The ellipsoidal height was determined by GPS observations
 AD8638.and is referenced to NAD 83.
 AD8638
 AD8638. The following values were computed from the NAD 83(2011) position.
 AD8638
 AD8638;                    North         East     Units Scale Factor Converg.
 AD8638;SPC FL E     -   193,601.992   131,239.867   MT  0.99999953   -0 18 07.8
 AD8638;SPC FL E     -   635,175.87    430,576.13   sFT  0.99999953   -0 18 07.8
 AD8638;UTM  17      - 2,884,667.917   431,263.327   MT  0.99965834   -0 18 07.8
 AD8638
 AD8638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8638!SPC FL E     -   1.00000342  x   0.99999953  =   1.00000295
 AD8638!UTM  17      -   1.00000342  x   0.99965834  =   0.99966176
 AD8638
 AD8638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ3126384667(NAD 83)
 AD8638
 AD8638                          SUPERSEDED SURVEY CONTROL
 AD8638
 AD8638  NAD 83(2007)-  26 04 46.15670(N)    081 41 14.23142(W) AD(2002.00) 0
 AD8638  ELLIP H (02/10/07)  -21.773  (m)                       GP(2002.00)    
 AD8638  NAD 83(1999)-  26 04 46.15656(N)    081 41 14.23201(W) AD(       ) 1
 AD8638  ELLIP H (05/31/01)  -21.724  (m)                       GP(       ) 4 1
 AD8638  NAD 83(1990)-  26 04 46.15511(N)    081 41 14.23200(W) AD(       ) 1
 AD8638  ELLIP H (08/02/93)  -21.735  (m)                       GP(       ) 4 1
 AD8638
 AD8638.Superseded values are not recommended for survey control.
 AD8638
 AD8638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8638.See file dsdata.pdf to determine how the superseded data were derived.
 AD8638
 AD8638_MARKER: DD = SURVEY DISK
 AD8638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8638_STAMPING: 5026-354 9245 1992
 AD8638_MARK LOGO: DENI
 AD8638_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8638+STABILITY: SURFACE MOTION
 AD8638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8638+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2016
 AD8638
 AD8638  HISTORY     - Date     Condition        Report By
 AD8638  HISTORY     - 1992     MONUMENTED       DENI
 AD8638  HISTORY     - 20160302 GOOD             AMEC
 AD8638
 AD8638                          STATION DESCRIPTION
 AD8638
 AD8638'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8638'STATION IS LOCATED IN THE NORTHWEST QUARTER OF SEC.35, TWP 50S, RGE
 AD8638'26E, 8.0 MI (12.9 KM) SOUTHEAST OF NAPLES, 5.6 MI (9.0 KM) SOUTH OF
 AD8638'THE JUNCTION OF I-75/STATE ROUTE 84 AND CO. ROAD 951, EXIT 15.  TO
 AD8638'REACH FROM THE JUNCTION OF U.S.HIGHWAY 41/TAMIAMI TRAIL AND CO. ROAD
 AD8638'951, GO NORTHEAST ON CO.ROAD 951 FOR 1.35 MI (2.17 KM) INTO A CURVE
 AD8638'TO THE LEFT AND THE STATION ON THE RIGHT.
 AD8638'STATION IS 86.3 FT (26.3 M) EAST SOUTHEAST (RADIAL) OF THE CENTERLINE
 AD8638'OF CO. ROAD 951, 41.2 FT (12.6 M) NORTHEAST OF AN ANCHORED GUY POLE,
 AD8638'148.5 SOUTH OF A 16 INCH CABBAGE PALM AT THE WEST EDGE OF A CANAL, 7
 AD8638'FT (2.1 M) WEST OF THE TOP OF BANK OF A CANAL, 6.0 FT (1.8 M) WEST OF
 AD8638'A WITNESS POST.
 AD8638'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8638'SET IN TOP OF 8 INCH ROUND CONCRETE MONUMENT, 1 INCH BELOW GROUND
 AD8638'LEVEL.
 AD8638
 AD8638                          STATION RECOVERY (2016)
 AD8638
 AD8638'RECOVERY NOTE BY AMEC EARTH & ENVIRONMENTAL 2016 (JH)
 AD8638'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8639 ***********************************************************************
 AD8639  DESIGNATION -  5027 202 9246
 AD8639  PID         -  AD8639
 AD8639  STATE/COUNTY-  FL/COLLIER
 AD8639  COUNTRY     -  US
 AD8639  USGS QUAD   -  BELLE MEADE SE (2018)
 AD8639
 AD8639                         *CURRENT SURVEY CONTROL
 AD8639  ______________________________________________________________________
 AD8639* NAD 83(2011) POSITION- 26 05 44.75597(N) 081 37 18.11221(W)   ADJUSTED
 AD8639* NAD 83(2011) ELLIP HT-   -21.362 (meters)        (06/27/12)   ADJUSTED
 AD8639* NAD 83(2011) EPOCH   -  2010.00
 AD8639* NAVD 88 ORTHO HEIGHT -     2.3   (meters)        8.    (feet) GPS OBS
 AD8639  ______________________________________________________________________
 AD8639  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8639  GEOID HEIGHT    -        -24.640 (meters)                     GEOID93
 AD8639  GEOID HEIGHT    -        -23.625 (meters)                     GEOID18
 AD8639  NAD 83(2011) X  -    835,148.624 (meters)                     COMP
 AD8639  NAD 83(2011) Y  - -5,670,473.855 (meters)                     COMP
 AD8639  NAD 83(2011) Z  -  2,788,584.632 (meters)                     COMP
 AD8639  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 AD8639
 AD8639  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8639  Standards:
 AD8639         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8639            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8639  -------------------------------------------------------------------
 AD8639  NETWORK    2.10   3.00           0.86   0.85   1.53      0.17173931
 AD8639  -------------------------------------------------------------------
 AD8639  Click here for local accuracies and other accuracy information.
 AD8639
 AD8639.The horizontal coordinates were established by GPS observations
 AD8639.and adjusted by the National Geodetic Survey in June 2012.
 AD8639
 AD8639.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8639.been affixed to the stable North American tectonic plate. See 
 AD8639.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8639
 AD8639.The horizontal coordinates are valid at the epoch date displayed above
 AD8639.which is a decimal equivalence of Year/Month/Day.
 AD8639
 AD8639.The orthometric height was determined by GPS observations and a
 AD8639.high-resolution geoid model.
 AD8639
 AD8639.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8639.GEOID18 height accuracy estimate available here.
 AD8639
 AD8639.Click photographs - Photos may exist for this station.
 AD8639
 AD8639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8639
 AD8639.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8639
 AD8639.The ellipsoidal height was determined by GPS observations
 AD8639.and is referenced to NAD 83.
 AD8639
 AD8639. The following values were computed from the NAD 83(2011) position.
 AD8639
 AD8639;                    North         East     Units Scale Factor Converg.
 AD8639;SPC FL E     -   195,372.382   137,810.491   MT  0.99998891   -0 16 24.5
 AD8639;SPC FL E     -   640,984.22    452,133.25   sFT  0.99998891   -0 16 24.5
 AD8639;UTM  17      - 2,886,437.704   437,831.710   MT  0.99964772   -0 16 24.5
 AD8639
 AD8639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8639!SPC FL E     -   1.00000336  x   0.99998891  =   0.99999227
 AD8639!UTM  17      -   1.00000336  x   0.99964772  =   0.99965108
 AD8639
 AD8639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ3783186437(NAD 83)
 AD8639
 AD8639                          SUPERSEDED SURVEY CONTROL
 AD8639
 AD8639  NAD 83(2007)-  26 05 44.75611(N)    081 37 18.11297(W) AD(2002.00) 0
 AD8639  ELLIP H (02/10/07)  -21.338  (m)                       GP(2002.00)    
 AD8639  NAD 83(1999)-  26 05 44.75592(N)    081 37 18.11359(W) AD(       ) 1
 AD8639  ELLIP H (05/31/01)  -21.286  (m)                       GP(       ) 4 1
 AD8639  NAD 83(1990)-  26 05 44.75441(N)    081 37 18.11353(W) AD(       ) 1
 AD8639  ELLIP H (08/02/93)  -21.306  (m)                       GP(       ) 4 1
 AD8639
 AD8639.Superseded values are not recommended for survey control.
 AD8639
 AD8639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8639.See file dsdata.pdf to determine how the superseded data were derived.
 AD8639
 AD8639_MARKER: DD = SURVEY DISK
 AD8639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8639_STAMPING: 5027 202 9246 1992
 AD8639_MARK LOGO: DENI
 AD8639_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8639+STABILITY: SURFACE MOTION
 AD8639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8639+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2016
 AD8639
 AD8639  HISTORY     - Date     Condition        Report By
 AD8639  HISTORY     - 1992     MONUMENTED       DENI
 AD8639  HISTORY     - 20160223 GOOD             INDIV
 AD8639
 AD8639                          STATION DESCRIPTION
 AD8639
 AD8639'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8639'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.20, TWP 50S, RGE
 AD8639'27E, 11.2 MI (18.0 KM) EAST SOUTHEAST OF NAPLES. TO REACH STATION
 AD8639'FROM THE JUNCTION OF I-75/STATE ROUTE 84 AND CO. ROAD 951, EXIT
 AD8639'15-6.8 MI EAST OF NAPLES, GO SOUTH 4.5 MI (7.2 KM) ON CO.RD.951 TO A
 AD8639'GRAVEL ROAD TO EAST, THEN EAST ON GRAVEL ROAD FOR 4.0 MI (6.4 KM) TO
 AD8639'STATION ON LEFT.
 AD8639'STATION IS 33 FT (10.1 M) NORTH OF CENTER OF GRAVEL ROAD ON A NORTH
 AD8639'PROJECTION OF THE CENTERLINE OF A DIRT TRAIL TO THE SOUTH (GATE
 AD8639'ENTRANCE), 74.0 FT (22.6 M) WEST OF THE CENTERLINE OF A DIRT TRAIL TO
 AD8639'THE NORTH (GATE ENTRANCE), 74.6 FT (22.7 M) EAST OF A T-INTERSECTION
 AD8639'OF WIRE FENCES, 1.6 FT (0.5 M) SOUTH OF A WITNESS POST AT THE
 AD8639'FENCELINE.
 AD8639'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8639'SET IN TOP OF 8 INCH ROUND CONCRETE MONUMENT, 5 INCHES BELOW GROUND
 AD8639'LEVEL.
 AD8639
 AD8639                          STATION RECOVERY (2016)
 AD8639
 AD8639'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (BE)
 AD8639'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8640 ***********************************************************************
 AD8640  DESIGNATION -  5028 142 9253
 AD8640  PID         -  AD8640
 AD8640  STATE/COUNTY-  FL/COLLIER
 AD8640  COUNTRY     -  US
 AD8640  USGS QUAD   -  DEEP LAKE SW (2018)
 AD8640
 AD8640                         *CURRENT SURVEY CONTROL
 AD8640  ______________________________________________________________________
 AD8640* NAD 83(2011) POSITION- 26 07 01.76342(N) 081 28 47.41845(W)   ADJUSTED
 AD8640* NAD 83(2011) ELLIP HT-   -21.069 (meters)        (06/27/12)   ADJUSTED
 AD8640* NAD 83(2011) EPOCH   -  2010.00
 AD8640* NAVD 88 ORTHO HEIGHT -     2.9   (meters)       10.    (feet) GPS OBS
 AD8640  ______________________________________________________________________
 AD8640  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8640  GEOID HEIGHT    -        -24.960 (meters)                     GEOID93
 AD8640  GEOID HEIGHT    -        -23.901 (meters)                     GEOID18
 AD8640  NAD 83(2011) X  -    849,031.185 (meters)                     COMP
 AD8640  NAD 83(2011) Y  - -5,667,357.643 (meters)                     COMP
 AD8640  NAD 83(2011) Z  -  2,790,712.869 (meters)                     COMP
 AD8640  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 AD8640
 AD8640  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8640  Standards:
 AD8640         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8640            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8640  -------------------------------------------------------------------
 AD8640  NETWORK    1.81   2.57           0.78   0.69   1.31      0.18989990
 AD8640  -------------------------------------------------------------------
 AD8640  Click here for local accuracies and other accuracy information.
 AD8640
 AD8640.The horizontal coordinates were established by GPS observations
 AD8640.and adjusted by the National Geodetic Survey in June 2012.
 AD8640
 AD8640.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8640.been affixed to the stable North American tectonic plate. See 
 AD8640.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8640
 AD8640.The horizontal coordinates are valid at the epoch date displayed above
 AD8640.which is a decimal equivalence of Year/Month/Day.
 AD8640
 AD8640.The orthometric height was determined by GPS observations and a
 AD8640.high-resolution geoid model.
 AD8640
 AD8640.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8640.GEOID18 height accuracy estimate available here.
 AD8640
 AD8640.Click photographs - Photos may exist for this station.
 AD8640
 AD8640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8640
 AD8640.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8640
 AD8640.The ellipsoidal height was determined by GPS observations
 AD8640.and is referenced to NAD 83.
 AD8640
 AD8640. The following values were computed from the NAD 83(2011) position.
 AD8640
 AD8640;                    North         East     Units Scale Factor Converg.
 AD8640;SPC FL E     -   197,682.185   152,009.899   MT  0.99996960   -0 12 40.4
 AD8640;SPC FL E     -   648,562.30    498,719.14   sFT  0.99996960   -0 12 40.4
 AD8640;UTM  17      - 2,888,746.718   452,026.273   MT  0.99962842   -0 12 40.4
 AD8640
 AD8640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8640!SPC FL E     -   1.00000331  x   0.99996960  =   0.99997291
 AD8640!UTM  17      -   1.00000331  x   0.99962842  =   0.99963173
 AD8640
 AD8640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5202688746(NAD 83)
 AD8640
 AD8640                          SUPERSEDED SURVEY CONTROL
 AD8640
 AD8640  NAD 83(2007)-  26 07 01.76360(N)    081 28 47.41919(W) AD(2002.00) 0
 AD8640  ELLIP H (02/10/07)  -21.044  (m)                       GP(2002.00)    
 AD8640  NAD 83(1999)-  26 07 01.76310(N)    081 28 47.42000(W) AD(       ) 1
 AD8640  ELLIP H (05/31/01)  -20.991  (m)                       GP(       ) 4 1
 AD8640  NAD 83(1990)-  26 07 01.76124(N)    081 28 47.41986(W) AD(       ) 1
 AD8640  ELLIP H (08/02/93)  -21.021  (m)                       GP(       ) 4 1
 AD8640
 AD8640.Superseded values are not recommended for survey control.
 AD8640
 AD8640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8640.See file dsdata.pdf to determine how the superseded data were derived.
 AD8640
 AD8640_MARKER: DD = SURVEY DISK
 AD8640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8640_STAMPING: 5028-142 9253 1992
 AD8640_MARK LOGO: DENI
 AD8640_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8640+STABILITY: SURFACE MOTION
 AD8640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8640+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2004
 AD8640
 AD8640  HISTORY     - Date     Condition        Report By
 AD8640  HISTORY     - 1992     MONUMENTED       DENI
 AD8640  HISTORY     - 20041129 GOOD             INDIV
 AD8640
 AD8640                          STATION DESCRIPTION
 AD8640
 AD8640'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8640'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.14 (PROJECTED), TWP
 AD8640'50S, RGE 28E, 19.7 MI (31.7 KM) EAST SOUTHEAST OF NAPLES. TO REACH
 AD8640'FROM THE JUNCTION OF I-75 AND CO.ROAD 951, EXIT 15, 6.8 MI (10.9 KM)
 AD8640'EAST OF NAPLES, GO NORTH ON CO.ROAD 951 FOR 4.7 MI (7.6 KM) TO GOLDEN
 AD8640'GATE BLVD, THEN EAST FOR 8.9 MI (14.3 KM) TO EVERGLADES BLVD, THEN
 AD8640'SOUTH FOR 5.3 MI (8.5 KM) ON EVERGLADES BLVD TO THE OVERPASS OF
 AD8640'I-75/STATE ROUTE 84 (NO EXIT), THEN CONTINUE SOUTH FOR 0.8 MI
 AD8640'(1.3 KM) TO 52ND AVE/BERSON BLVD, THEN EAST FOR 2.95 MI (4.75 KM) TO
 AD8640'MERRITT BLVD, THEN SOUTH FOR 2.0 MI (3.2 KM) TO 68TH AVE, THEN EAST
 AD8640'FOR 1.0 MI (1.6 KM) TO PATTERSON BLVD, THEN NORTH FOR 0.25 MI
 AD8640'(0.40 KM) TO 66TH AVE (GRAVEL) AND STATION IN THE SOUTHWEST QUADRANT
 AD8640'OF THE INTERSECTION.
 AD8640'STATION IS 19.5 FT (5.9 M) WEST OF CENTERLINE OF PATTERSON BLVD, 18.4
 AD8640'FT (5.6 M) SOUTH OF CENTERLINE OF 66TH AVE, 27.4 FT (8.4 M) SOUTHWEST
 AD8640'OF CENTERLINE INTERSECTION.
 AD8640'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8640'SET IN TOP OF 8 INCH ROUND CONCRETE MONUMENT, FLUSH WITH GROUND. NO
 AD8640'WITNESS POST SET DUE TO VANDALISM IN AREA.
 AD8640
 AD8640                          STATION RECOVERY (2004)
 AD8640
 AD8640'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (FWL)
 AD8640'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8641 ***********************************************************************
 AD8641  DESIGNATION -  5028 182 9247
 AD8641  PID         -  AD8641
 AD8641  STATE/COUNTY-  FL/COLLIER
 AD8641  COUNTRY     -  US
 AD8641  USGS QUAD   -  BELLE MEADE SE (2018)
 AD8641
 AD8641                         *CURRENT SURVEY CONTROL
 AD8641  ______________________________________________________________________
 AD8641* NAD 83(2011) POSITION- 26 06 45.63869(N) 081 32 34.25191(W)   ADJUSTED
 AD8641* NAD 83(2011) ELLIP HT-   -21.313 (meters)        (06/27/12)   ADJUSTED
 AD8641* NAD 83(2011) EPOCH   -  2010.00
 AD8641* NAVD 88 ORTHO HEIGHT -     2.466 (meters)        8.09  (feet) ADJUSTED
 AD8641  ______________________________________________________________________
 AD8641  GEOID HEIGHT    -        -23.783 (meters)                     GEOID18
 AD8641  NAD 83(2011) X  -    842,830.260 (meters)                     COMP
 AD8641  NAD 83(2011) Y  - -5,668,503.750 (meters)                     COMP
 AD8641  NAD 83(2011) Z  -  2,790,267.185 (meters)                     COMP
 AD8641  LAPLACE CORR    -         -1.68  (seconds)                    DEFLEC18
 AD8641  DYNAMIC HEIGHT  -          2.462 (meters)        8.08  (feet) COMP
 AD8641  MODELED GRAVITY -    979,041.5   (mgal)                       NAVD 88
 AD8641
 AD8641  VERT ORDER      -  SECOND    CLASS I
 AD8641
 AD8641  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8641  Standards:
 AD8641         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8641            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8641  -------------------------------------------------------------------
 AD8641  NETWORK    1.00   1.96           0.36   0.45   1.00     -0.09552391
 AD8641  -------------------------------------------------------------------
 AD8641  Click here for local accuracies and other accuracy information.
 AD8641
 AD8641.The horizontal coordinates were established by GPS observations
 AD8641.and adjusted by the National Geodetic Survey in June 2012.
 AD8641
 AD8641.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8641.been affixed to the stable North American tectonic plate. See 
 AD8641.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8641
 AD8641.The horizontal coordinates are valid at the epoch date displayed above
 AD8641.which is a decimal equivalence of Year/Month/Day.
 AD8641
 AD8641.The orthometric height was determined by differential leveling and
 AD8641.adjusted by the NATIONAL GEODETIC SURVEY
 AD8641.in January 2008.
 AD8641
 AD8641.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8641.GEOID18 height accuracy estimate available here.
 AD8641
 AD8641.Click photographs - Photos may exist for this station.
 AD8641
 AD8641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8641
 AD8641.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8641
 AD8641.The ellipsoidal height was determined by GPS observations
 AD8641.and is referenced to NAD 83.
 AD8641
 AD8641.The dynamic height is computed by dividing the NAVD 88
 AD8641.geopotential number by the normal gravity value computed on the
 AD8641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8641.degrees latitude (g = 980.6199 gals.).
 AD8641
 AD8641.The modeled gravity was interpolated from observed gravity values.
 AD8641
 AD8641. The following values were computed from the NAD 83(2011) position.
 AD8641
 AD8641;                    North         East     Units Scale Factor Converg.
 AD8641;SPC FL E     -   197,210.722   145,705.969   MT  0.99997756   -0 14 20.2
 AD8641;SPC FL E     -   647,015.51    478,037.00   sFT  0.99997756   -0 14 20.2
 AD8641;UTM  17      - 2,888,275.416   445,724.494   MT  0.99963637   -0 14 20.2
 AD8641
 AD8641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8641!SPC FL E     -   1.00000335  x   0.99997756  =   0.99998091
 AD8641!UTM  17      -   1.00000335  x   0.99963637  =   0.99963972
 AD8641
 AD8641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ4572488275(NAD 83)
 AD8641
 AD8641                          SUPERSEDED SURVEY CONTROL
 AD8641
 AD8641  NAD 83(2007)-  26 06 45.63881(N)    081 32 34.25270(W) AD(2002.00) 0
 AD8641  ELLIP H (02/10/07)  -21.288  (m)                       GP(2002.00)    
 AD8641  NAD 83(1999)-  26 06 45.63822(N)    081 32 34.25352(W) AD(       ) 1
 AD8641  ELLIP H (05/31/01)  -21.231  (m)                       GP(       ) 4 1
 AD8641  NAD 83(1990)-  26 06 45.63639(N)    081 32 34.25342(W) AD(       ) 1
 AD8641  ELLIP H (08/02/93)  -21.266  (m)                       GP(       ) 4 1
 AD8641  NAVD 88 (12/01/04)    2.5    (m)  GEOID03  model used  GPS OBS        
 AD8641  NAVD 88 (08/02/93)    2.5    (m)  GEOID93  model used  GPS OBS        
 AD8641
 AD8641.Superseded values are not recommended for survey control.
 AD8641
 AD8641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8641.See file dsdata.pdf to determine how the superseded data were derived.
 AD8641
 AD8641_MARKER: DD = SURVEY DISK
 AD8641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8641_STAMPING: 5028-182 9247 1992
 AD8641_MARK LOGO: DENI
 AD8641_PROJECTION: FLUSH
 AD8641_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8641+STABILITY: SURFACE MOTION
 AD8641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8641+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2020
 AD8641
 AD8641  HISTORY     - Date     Condition        Report By
 AD8641  HISTORY     - 1992     MONUMENTED       DENI
 AD8641  HISTORY     - 20040123 GOOD             FLDEP
 AD8641  HISTORY     - 20041201 GOOD             INDIV
 AD8641  HISTORY     - 20201026 POOR             SFLWMD
 AD8641
 AD8641                          STATION DESCRIPTION
 AD8641
 AD8641'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8641'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SECTION 18, TWP 50S,
 AD8641'RGE 28E, 15.8 MI (25.4 KM) EAST SOUTHEAST OF NAPLES.  TO REACH FROM
 AD8641'THE JUNCTION OF I-75/STATE ROUTE 84 AND CO.ROAD 951, EXIT 15, 6.8 MI
 AD8641'(10.9 KM) EAST OF NAPLES, GO NORTH ON CO.ROAD 951 FOR 4.7 MI
 AD8641'(7.6 KM) TO GOLDEN GATE BLVD, THEN EAST FOR 8.9 MI (14.3 KM) TO
 AD8641'EVERGLADES BLVD, THEN SOUTH FOR 5.3 MI (8.5 KM) ON EVERGLADES BLVD TO
 AD8641'THE OVERPASS OF I-75/STATE ROUTE 84 (NO EXIT), THEN CONTINUE SOUTH
 AD8641'2.8 MI (4.5 KM) TO 68TH AVE AND THE STATION IN THE SOUTHEAST QUADRANT
 AD8641'OF THE INTERSECTION.
 AD8641'STATION IS 21.5 FEET EAST OF THE CENTERLINE OF EVERGLADES BLVD, 18.4
 AD8641'FT (5.6 M) SOUTH OF THE CENTER OF 68TH STREET (GRAVEL), 28.0 FT
 AD8641'(8.5 M) SOUTHEAST OF THE CENTERLINE INTERSECTION.
 AD8641'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINIUM GPS SURVEY MARK DISK
 AD8641'SET IN TOP OF 8 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW GROUND
 AD8641'LEVEL. NO WITNESS POST SET DUE TO VANDALISM IN AREA.
 AD8641
 AD8641                          STATION RECOVERY (2004)
 AD8641
 AD8641'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AD8641'THE MARK IS ABOUT 15.8 MI EAST-SOUTHEAST OF NAPLES, ESTIMATED SECTION
 AD8641'18, TOWNSHIP 50  SOUTH, RANGE 28 EAST.
 AD8641'
 AD8641'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND COUNTY
 AD8641'ROAD 951 (EXIT 101,  COLLIER BOULEVARD) ON THE EAST SIDE OF NAPLES, GO
 AD8641'NORTH ON COUNTY ROAD 951 (COLLIER  BOULEVARD) FOR 3.6 MI TO THE
 AD8641'JUNCTION OF COUNTY ROAD 896 (PINE RIDGE ROAD) ON THE LEFT  AND WHITE
 AD8641'BOULEVARD ON THE RIGHT, CONTINUE NORTH ON COUNTY ROAD 951 (COLLIER
 AD8641'BOULEVARD) FOR 1.2 MI TO THE JUNCTION OF GOLDEN GATE BOULEVARD (COUNTY
 AD8641'ROAD 876) ON THE  RIGHT, TURN RIGHT ON GOLDEN GATE BOULEVARD (COUNTY
 AD8641'ROAD 876) AND GO EAST FOR 5.0 MI TO  THE INTERSECTION OF WILSON
 AD8641'BOULEVARD, CONTINUE EAST ON GOLDEN GATE BOULEVARD  (COUNTY ROAD 876)
 AD8641'FOR 3.85 MI TO THE INTERSECTION OF EVERGLADES BOULEVARD, TURN RIGHT
 AD8641'ON EVERGLADES BOULEVARD AND GO SOUTH FOR 5.3 MI TO THE UNDERPASS OF
 AD8641'INTERSTATE 75,  CONTINUE SOUTH ON EVERGLADES BOULEVARD FOR 2.8 MI TO
 AD8641'THE INTERSECTION OF 68TH AVENUE  SE AND THE MARK ON THE LEFT, AN
 AD8641'ALUMINUM DISK SET IN THE TOP OF A ROUND CONCRETE  MONUMENT, FLUSH WITH
 AD8641'GROUND AND LEVEL WITH EVERGLADES BOULEVARD.
 AD8641'
 AD8641'LOCATED 21.5 FT EAST OF THE APPROXIMATE CENTERLINE OF EVERGLADES
 AD8641'BOULEVARD, 18.4 FT  SOUTH OF THE APPROXIMATE CENTERLINE OF 68TH AVENUE
 AD8641'AND 3.0 FT WEST OF A CARSONITE  WITNESS POST.
 AD8641
 AD8641                          STATION RECOVERY (2004)
 AD8641
 AD8641'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (FWL)
 AD8641'RECOVERED AS DESCRIBED
 AD8641
 AD8641                          STATION RECOVERY (2020)
 AD8641
 AD8641'RECOVERY NOTE BY S FL WATER MGMT DIST 2020 (AG)
 AD8641'DISTURBED.  THE ADJUSTED ELEVATION IS 8.03 FEET.  NAVD88.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2461 ***********************************************************************
 AK2461  DESIGNATION -  51
 AK2461  PID         -  AK2461
 AK2461  STATE/COUNTY-  FL/BREVARD
 AK2461  COUNTRY     -  US
 AK2461  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK2461
 AK2461                         *CURRENT SURVEY CONTROL
 AK2461  ______________________________________________________________________
 AK2461* NAD 83(1986) POSITION- 28 27 07.     (N) 080 32 33.     (W)   SCALED
 AK2461* NAVD 88 ORTHO HEIGHT -     2.069 (meters)        6.79  (feet) ADJUSTED
 AK2461  ______________________________________________________________________
 AK2461  GEOID HEIGHT    -        -28.274 (meters)                     GEOID18
 AK2461  DYNAMIC HEIGHT  -          2.066 (meters)        6.78  (feet) COMP
 AK2461  MODELED GRAVITY -    979,228.9   (mgal)                       NAVD 88
 AK2461
 AK2461  VERT ORDER      -  FIRST     CLASS II
 AK2461
 AK2461.The horizontal coordinates were scaled from a map and have
 AK2461.an estimated accuracy of +/- 6 seconds.
 AK2461
 AK2461.The orthometric height was determined by differential leveling and
 AK2461.adjusted by the NATIONAL GEODETIC SURVEY
 AK2461.in June 1991.
 AK2461
 AK2461.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2461.GEOID18 height accuracy estimate available here.
 AK2461
 AK2461.Click photographs - Photos may exist for this station.
 AK2461
 AK2461.The dynamic height is computed by dividing the NAVD 88
 AK2461.geopotential number by the normal gravity value computed on the
 AK2461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2461.degrees latitude (g = 980.6199 gals.).
 AK2461
 AK2461.The modeled gravity was interpolated from observed gravity values.
 AK2461
 AK2461;                    North         East    Units  Estimated Accuracy
 AK2461;SPC FL E     -   456,380.      244,810.      MT  (+/- 180 meters Scaled)
 AK2461
 AK2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM447473(NAD 83)
 AK2461
 AK2461                          SUPERSEDED SURVEY CONTROL
 AK2461
 AK2461  NGVD 29 (??/??/92)    2.459  (m)            8.07   (f) SUPERSEDED  1 2
 AK2461  NGVD 29 (09/01/92)    2.445  (m)            8.02   (f) ADJUSTED    1 2
 AK2461
 AK2461.Superseded values are not recommended for survey control.
 AK2461
 AK2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2461.See file dsdata.pdf to determine how the superseded data were derived.
 AK2461
 AK2461_MARKER: DD = SURVEY DISK
 AK2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2461_STAMPING: BM 51 1959
 AK2461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2461+STABILITY: SURFACE MOTION
 AK2461
 AK2461  HISTORY     - Date     Condition        Report By
 AK2461  HISTORY     - 1959     MONUMENTED       PANAM
 AK2461  HISTORY     - 1959     GOOD             CGS
 AK2461
 AK2461                          STATION DESCRIPTION
 AK2461
 AK2461'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AK2461'AT CAPE CANAVERAL.
 AK2461'AT CAPE CANAVERAL MISSILE BASE, ABOUT 0.3 MILE SOUTHEAST ALONG
 AK2461'CAMERA ROAD R 53.  IT IS ABOUT 25 FT. NORTH OF CENTERLINE OF
 AK2461'ROAD AND 12 FT. NORTHEAST OF CAMERA PEDESTAL D 14 R 53.  THE
 AK2461'DISK IS SET FLUSH IN A 6 INCH SQUARE CONCRETE POST WHICH PROJECTS
 AK2461'ABOUT 4 INCHES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0952 ***********************************************************************
 AS0952  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0952  DESIGNATION -  51 83 B 09
 AS0952  PID         -  AS0952
 AS0952  STATE/COUNTY-  FL/GULF
 AS0952  COUNTRY     -  US
 AS0952  USGS QUAD   -  BEACON HILL (2018)
 AS0952
 AS0952                         *CURRENT SURVEY CONTROL
 AS0952  ______________________________________________________________________
 AS0952* NAD 83(1986) POSITION- 29 52 29.     (N) 085 23 31.     (W)   SCALED
 AS0952* NAVD 88 ORTHO HEIGHT -     5.869 (meters)       19.26  (feet) ADJUSTED
 AS0952  ______________________________________________________________________
 AS0952  GEOID HEIGHT    -        -27.344 (meters)                     GEOID18
 AS0952  DYNAMIC HEIGHT  -          5.861 (meters)       19.23  (feet) COMP
 AS0952  MODELED GRAVITY -    979,306.6   (mgal)                       NAVD 88
 AS0952
 AS0952  VERT ORDER      -  SECOND    CLASS I
 AS0952
 AS0952.The horizontal coordinates were scaled from a map and have
 AS0952.an estimated accuracy of +/- 6 seconds.
 AS0952
 AS0952.The orthometric height was determined by differential leveling and
 AS0952.adjusted by the NATIONAL GEODETIC SURVEY
 AS0952.in September 1996.
 AS0952
 AS0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0952.GEOID18 height accuracy estimate available here.
 AS0952
 AS0952.This Tidal Bench Mark is designated as VM 17265
 AS0952.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0952
 AS0952.Click photographs - Photos may exist for this station.
 AS0952
 AS0952.The dynamic height is computed by dividing the NAVD 88
 AS0952.geopotential number by the normal gravity value computed on the
 AS0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0952.degrees latitude (g = 980.6199 gals.).
 AS0952
 AS0952.The modeled gravity was interpolated from observed gravity values.
 AS0952
 AS0952;                    North         East    Units  Estimated Accuracy
 AS0952;SPC FL N     -    97,300.      513,840.      MT  (+/- 180 meters Scaled)
 AS0952
 AS0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU552059(NAD 83)
 AS0952
 AS0952                          SUPERSEDED SURVEY CONTROL
 AS0952
 AS0952.No superseded survey control is available for this station.
 AS0952
 AS0952_MARKER: DB = BENCH MARK DISK
 AS0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0952_STAMPING: 51 83 B09
 AS0952_MARK LOGO: FLDNR
 AS0952_PROJECTION: RECESSED 20 CENTIMETERS
 AS0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0952+STABILITY: SURFACE MOTION
 AS0952
 AS0952  HISTORY     - Date     Condition        Report By
 AS0952  HISTORY     - 1983     MONUMENTED       FLDT
 AS0952  HISTORY     - 1986     GOOD             FLDNR
 AS0952
 AS0952                          STATION DESCRIPTION
 AS0952
 AS0952'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0952'27.8 MI WNW FROM PORT ST JOE.
 AS0952'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0952'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0952'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0952'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0952'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO 9.7
 AS0952'MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP THE HIGHEST
 AS0952'SAND DUNE, ABOUT 0.3 MILE SOUTHWEST OF THE TIP OF ST. JOSEPH
 AS0952'PENINSULA, 42 FEET NORTHEAST OF A PATCH OF BUSHES, 350 FEET NORTHWEST
 AS0952'OF THE SHORELINE OF ST. JOSEPH BAY, AND 2.8 FEET NORTHWEST OF A
 AS0952'WITNESS POST.  THE MARK SHOULD BE ADDED TO TIDE STATION 872-8958.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0951 ***********************************************************************
 AS0951  DESIGNATION -  51 83 B 10
 AS0951  PID         -  AS0951
 AS0951  STATE/COUNTY-  FL/GULF
 AS0951  COUNTRY     -  US
 AS0951  USGS QUAD   -  SAINT JOSEPH POINT (2018)
 AS0951
 AS0951                         *CURRENT SURVEY CONTROL
 AS0951  ______________________________________________________________________
 AS0951* NAD 83(1986) POSITION- 29 52 03.     (N) 085 24 12.     (W)   SCALED
 AS0951* NAVD 88 ORTHO HEIGHT -     6.484 (meters)       21.27  (feet) ADJUSTED
 AS0951  ______________________________________________________________________
 AS0951  GEOID HEIGHT    -        -27.330 (meters)                     GEOID18
 AS0951  DYNAMIC HEIGHT  -          6.476 (meters)       21.25  (feet) COMP
 AS0951  MODELED GRAVITY -    979,306.2   (mgal)                       NAVD 88
 AS0951
 AS0951  VERT ORDER      -  SECOND    CLASS I
 AS0951
 AS0951.The horizontal coordinates were scaled from a map and have
 AS0951.an estimated accuracy of +/- 6 seconds.
 AS0951
 AS0951.The orthometric height was determined by differential leveling and
 AS0951.adjusted by the NATIONAL GEODETIC SURVEY
 AS0951.in September 1996.
 AS0951
 AS0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0951.GEOID18 height accuracy estimate available here.
 AS0951
 AS0951.Click photographs - Photos may exist for this station.
 AS0951
 AS0951.The dynamic height is computed by dividing the NAVD 88
 AS0951.geopotential number by the normal gravity value computed on the
 AS0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0951.degrees latitude (g = 980.6199 gals.).
 AS0951
 AS0951.The modeled gravity was interpolated from observed gravity values.
 AS0951
 AS0951;                    North         East    Units  Estimated Accuracy
 AS0951;SPC FL N     -    96,510.      512,730.      MT  (+/- 180 meters Scaled)
 AS0951
 AS0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU542051(NAD 83)
 AS0951
 AS0951                          SUPERSEDED SURVEY CONTROL
 AS0951
 AS0951.No superseded survey control is available for this station.
 AS0951
 AS0951_MARKER: DB = BENCH MARK DISK
 AS0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0951_STAMPING: 51 83 B10
 AS0951_MARK LOGO: FLDNR
 AS0951_PROJECTION: RECESSED 30 CENTIMETERS
 AS0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0951+STABILITY: SURFACE MOTION
 AS0951
 AS0951  HISTORY     - Date     Condition        Report By
 AS0951  HISTORY     - 1983     MONUMENTED       FLDT
 AS0951  HISTORY     - 1986     GOOD             FLDNR
 AS0951
 AS0951                          STATION DESCRIPTION
 AS0951
 AS0951'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0951'26.85 MI WNW FROM PORT ST JOE.
 AS0951'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0951'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0951'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0951'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0951'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO 8.7
 AS0951'MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A SAND DUNE,
 AS0951'ABOUT 600 FEET SOUTHEAST OF THE BEACH, 217 FEET NORTHWEST OF A
 AS0951'20-INCH DIAMETER PALM TREE, 13 FEET WEST-SOUTHWEST OF THE NORTHEAST
 AS0951'EDGE OF THE DUNE, 5 FEET NORTH OF THE SOUTH EDGE OF THE DUNE AND 4
 AS0951'FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0950 ***********************************************************************
 AS0950  DESIGNATION -  51 83 B 11
 AS0950  PID         -  AS0950
 AS0950  STATE/COUNTY-  FL/GULF
 AS0950  COUNTRY     -  US
 AS0950  USGS QUAD   -  SAINT JOSEPH POINT (2018)
 AS0950
 AS0950                         *CURRENT SURVEY CONTROL
 AS0950  ______________________________________________________________________
 AS0950* NAD 83(1986) POSITION- 29 51 42.     (N) 085 24 35.     (W)   SCALED
 AS0950* NAVD 88 ORTHO HEIGHT -     8.590 (meters)       28.18  (feet) ADJUSTED
 AS0950  ______________________________________________________________________
 AS0950  GEOID HEIGHT    -        -27.318 (meters)                     GEOID18
 AS0950  DYNAMIC HEIGHT  -          8.579 (meters)       28.15  (feet) COMP
 AS0950  MODELED GRAVITY -    979,305.8   (mgal)                       NAVD 88
 AS0950
 AS0950  VERT ORDER      -  SECOND    CLASS I
 AS0950
 AS0950.The horizontal coordinates were scaled from a map and have
 AS0950.an estimated accuracy of +/- 6 seconds.
 AS0950
 AS0950.The orthometric height was determined by differential leveling and
 AS0950.adjusted by the NATIONAL GEODETIC SURVEY
 AS0950.in September 1996.
 AS0950
 AS0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0950.GEOID18 height accuracy estimate available here.
 AS0950
 AS0950.Click photographs - Photos may exist for this station.
 AS0950
 AS0950.The dynamic height is computed by dividing the NAVD 88
 AS0950.geopotential number by the normal gravity value computed on the
 AS0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0950.degrees latitude (g = 980.6199 gals.).
 AS0950
 AS0950.The modeled gravity was interpolated from observed gravity values.
 AS0950
 AS0950;                    North         East    Units  Estimated Accuracy
 AS0950;SPC FL N     -    95,860.      512,110.      MT  (+/- 180 meters Scaled)
 AS0950
 AS0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU536045(NAD 83)
 AS0950
 AS0950                          SUPERSEDED SURVEY CONTROL
 AS0950
 AS0950.No superseded survey control is available for this station.
 AS0950
 AS0950_MARKER: DB = BENCH MARK DISK
 AS0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0950_STAMPING: 51 83 B11
 AS0950_MARK LOGO: FLDNR
 AS0950_PROJECTION: FLUSH
 AS0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0950+STABILITY: SURFACE MOTION
 AS0950
 AS0950  HISTORY     - Date     Condition        Report By
 AS0950  HISTORY     - 1983     MONUMENTED       FLDT
 AS0950  HISTORY     - 1986     GOOD             FLDNR
 AS0950
 AS0950                          STATION DESCRIPTION
 AS0950
 AS0950'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0950'26.25 MI WNW FROM PORT ST JOE.
 AS0950'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0950'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0950'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0950'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0950'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0950'8.10 MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A SAND
 AS0950'DUNE, ABOUT 400 FEET SOUTHEAST OF THE BEACH, 12 FEET NORTH OF THE
 AS0950'SOUTH EDGE OF THE DUNE, 10 FEET SOUTHWEST OF THE NORTHEAST EDGE OF
 AS0950'THE DUNE, AND 4.5 FEET NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0949 ***********************************************************************
 AS0949  DESIGNATION -  51 83 B 13
 AS0949  PID         -  AS0949
 AS0949  STATE/COUNTY-  FL/GULF
 AS0949  COUNTRY     -  US
 AS0949  USGS QUAD   -  SAINT JOSEPH POINT (2018)
 AS0949
 AS0949                         *CURRENT SURVEY CONTROL
 AS0949  ______________________________________________________________________
 AS0949* NAD 83(1986) POSITION- 29 50 43.     (N) 085 24 56.     (W)   SCALED
 AS0949* NAVD 88 ORTHO HEIGHT -     8.020 (meters)       26.31  (feet) ADJUSTED
 AS0949  ______________________________________________________________________
 AS0949  GEOID HEIGHT    -        -27.288 (meters)                     GEOID18
 AS0949  DYNAMIC HEIGHT  -          8.009 (meters)       26.28  (feet) COMP
 AS0949  MODELED GRAVITY -    979,304.8   (mgal)                       NAVD 88
 AS0949
 AS0949  VERT ORDER      -  SECOND    CLASS I
 AS0949
 AS0949.The horizontal coordinates were scaled from a map and have
 AS0949.an estimated accuracy of +/- 6 seconds.
 AS0949
 AS0949.The orthometric height was determined by differential leveling and
 AS0949.adjusted by the NATIONAL GEODETIC SURVEY
 AS0949.in September 1996.
 AS0949
 AS0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0949.GEOID18 height accuracy estimate available here.
 AS0949
 AS0949.Click photographs - Photos may exist for this station.
 AS0949
 AS0949.The dynamic height is computed by dividing the NAVD 88
 AS0949.geopotential number by the normal gravity value computed on the
 AS0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0949.degrees latitude (g = 980.6199 gals.).
 AS0949
 AS0949.The modeled gravity was interpolated from observed gravity values.
 AS0949
 AS0949;                    North         East    Units  Estimated Accuracy
 AS0949;SPC FL N     -    94,050.      511,530.      MT  (+/- 180 meters Scaled)
 AS0949
 AS0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU530026(NAD 83)
 AS0949
 AS0949                          SUPERSEDED SURVEY CONTROL
 AS0949
 AS0949.No superseded survey control is available for this station.
 AS0949
 AS0949_MARKER: DB = BENCH MARK DISK
 AS0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0949_STAMPING: 51 83 B13
 AS0949_MARK LOGO: FLDNR
 AS0949_PROJECTION: RECESSED 5 CENTIMETERS
 AS0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0949+STABILITY: SURFACE MOTION
 AS0949
 AS0949  HISTORY     - Date     Condition        Report By
 AS0949  HISTORY     - 1983     MONUMENTED       FLDT
 AS0949  HISTORY     - 1986     GOOD             FLDNR
 AS0949
 AS0949                          STATION DESCRIPTION
 AS0949
 AS0949'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0949'25.1 MI WNW FROM PORT ST JOE.
 AS0949'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0949'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0949'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0949'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0949'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0949'6.95 MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A SAND
 AS0949'DUNE, 49 FEET EAST OF THE DROP-OFF LEDGE TO THE BEACH, 11 FEET NORTH
 AS0949'OF THE SOUTH EDGE OF THE DUNE AND 6 FEET SOUTH OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0948 ***********************************************************************
 AS0948  DESIGNATION -  51 83 B 14
 AS0948  PID         -  AS0948
 AS0948  STATE/COUNTY-  FL/GULF
 AS0948  COUNTRY     -  US
 AS0948  USGS QUAD   -  SAINT JOSEPH POINT (2018)
 AS0948
 AS0948                         *CURRENT SURVEY CONTROL
 AS0948  ______________________________________________________________________
 AS0948* NAD 83(1986) POSITION- 29 50 08.     (N) 085 25 00.     (W)   SCALED
 AS0948* NAVD 88 ORTHO HEIGHT -     9.769 (meters)       32.05  (feet) ADJUSTED
 AS0948  ______________________________________________________________________
 AS0948  GEOID HEIGHT    -        -27.271 (meters)                     GEOID18
 AS0948  DYNAMIC HEIGHT  -          9.755 (meters)       32.00  (feet) COMP
 AS0948  MODELED GRAVITY -    979,304.1   (mgal)                       NAVD 88
 AS0948
 AS0948  VERT ORDER      -  SECOND    CLASS I
 AS0948
 AS0948.The horizontal coordinates were scaled from a map and have
 AS0948.an estimated accuracy of +/- 6 seconds.
 AS0948
 AS0948.The orthometric height was determined by differential leveling and
 AS0948.adjusted by the NATIONAL GEODETIC SURVEY
 AS0948.in September 1996.
 AS0948
 AS0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0948.GEOID18 height accuracy estimate available here.
 AS0948
 AS0948.Click photographs - Photos may exist for this station.
 AS0948
 AS0948.The dynamic height is computed by dividing the NAVD 88
 AS0948.geopotential number by the normal gravity value computed on the
 AS0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0948.degrees latitude (g = 980.6199 gals.).
 AS0948
 AS0948.The modeled gravity was interpolated from observed gravity values.
 AS0948
 AS0948;                    North         East    Units  Estimated Accuracy
 AS0948;SPC FL N     -    92,980.      511,410.      MT  (+/- 180 meters Scaled)
 AS0948
 AS0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU529016(NAD 83)
 AS0948
 AS0948                          SUPERSEDED SURVEY CONTROL
 AS0948
 AS0948.No superseded survey control is available for this station.
 AS0948
 AS0948_MARKER: DB = BENCH MARK DISK
 AS0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0948_STAMPING: 51 83 B14
 AS0948_MARK LOGO: FLDNR
 AS0948_PROJECTION: PROJECTING 5 CENTIMETERS
 AS0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0948+STABILITY: SURFACE MOTION
 AS0948
 AS0948  HISTORY     - Date     Condition        Report By
 AS0948  HISTORY     - 1983     MONUMENTED       FLDT
 AS0948  HISTORY     - 1986     GOOD             FLDNR
 AS0948
 AS0948                          STATION DESCRIPTION
 AS0948
 AS0948'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0948'24.4 MI WNW FROM PORT ST JOE.
 AS0948'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0948'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0948'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0948'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0948'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0948'6.25 MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A SAND
 AS0948'DUNE, ABOUT 200 FEET EAST OF THE BEACH, 25 FEET SOUTH OF THE NORTH
 AS0948'EDGE OF THE DUNE, 10 FEET WEST OF THE EAST EDGE OF THE DUNE AND 3
 AS0948'FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0947 ***********************************************************************
 AS0947  DESIGNATION -  51 83 B 15
 AS0947  PID         -  AS0947
 AS0947  STATE/COUNTY-  FL/GULF
 AS0947  COUNTRY     -  US
 AS0947  USGS QUAD   -  SAINT JOSEPH POINT (2018)
 AS0947
 AS0947                         *CURRENT SURVEY CONTROL
 AS0947  ______________________________________________________________________
 AS0947* NAD 83(1986) POSITION- 29 49 41.     (N) 085 25 00.     (W)   SCALED
 AS0947* NAVD 88 ORTHO HEIGHT -     9.366 (meters)       30.73  (feet) ADJUSTED
 AS0947  ______________________________________________________________________
 AS0947  GEOID HEIGHT    -        -27.259 (meters)                     GEOID18
 AS0947  DYNAMIC HEIGHT  -          9.354 (meters)       30.69  (feet) COMP
 AS0947  MODELED GRAVITY -    979,303.6   (mgal)                       NAVD 88
 AS0947
 AS0947  VERT ORDER      -  SECOND    CLASS I
 AS0947
 AS0947.The horizontal coordinates were scaled from a map and have
 AS0947.an estimated accuracy of +/- 6 seconds.
 AS0947
 AS0947.The orthometric height was determined by differential leveling and
 AS0947.adjusted by the NATIONAL GEODETIC SURVEY
 AS0947.in September 1996.
 AS0947
 AS0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0947.GEOID18 height accuracy estimate available here.
 AS0947
 AS0947.Click photographs - Photos may exist for this station.
 AS0947
 AS0947.The dynamic height is computed by dividing the NAVD 88
 AS0947.geopotential number by the normal gravity value computed on the
 AS0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0947.degrees latitude (g = 980.6199 gals.).
 AS0947
 AS0947.The modeled gravity was interpolated from observed gravity values.
 AS0947
 AS0947;                    North         East    Units  Estimated Accuracy
 AS0947;SPC FL N     -    92,140.      511,410.      MT  (+/- 180 meters Scaled)
 AS0947
 AS0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU529007(NAD 83)
 AS0947
 AS0947                          SUPERSEDED SURVEY CONTROL
 AS0947
 AS0947.No superseded survey control is available for this station.
 AS0947
 AS0947_MARKER: DB = BENCH MARK DISK
 AS0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0947_STAMPING: 51 83 B15
 AS0947_MARK LOGO: FLDNR
 AS0947_PROJECTION: RECESSED 10 CENTIMETERS
 AS0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0947+STABILITY: SURFACE MOTION
 AS0947
 AS0947  HISTORY     - Date     Condition        Report By
 AS0947  HISTORY     - 1983     MONUMENTED       FLDT
 AS0947  HISTORY     - 1986     GOOD             FLDNR
 AS0947
 AS0947                          STATION DESCRIPTION
 AS0947
 AS0947'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0947'23.9 MI WEST FROM PORT ST JOE.
 AS0947'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0947'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0947'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0947'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0947'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0947'5.75 MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A SAND
 AS0947'DUNE, ABOUT 150 FEET EAST OF THE BEACH, 20 FEET NORTH OF THE SOUTH
 AS0947'EDGE OF THE DUNE, AND 4 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0946 ***********************************************************************
 AS0946  DESIGNATION -  51 83 B 16
 AS0946  PID         -  AS0946
 AS0946  STATE/COUNTY-  FL/GULF
 AS0946  COUNTRY     -  US
 AS0946  USGS QUAD   -  SAINT JOSEPH POINT (2018)
 AS0946
 AS0946                         *CURRENT SURVEY CONTROL
 AS0946  ______________________________________________________________________
 AS0946* NAD 83(1986) POSITION- 29 49 07.     (N) 085 24 57.     (W)   SCALED
 AS0946* NAVD 88 ORTHO HEIGHT -    12.171 (meters)       39.93  (feet) ADJUSTED
 AS0946  ______________________________________________________________________
 AS0946  GEOID HEIGHT    -        -27.244 (meters)                     GEOID18
 AS0946  DYNAMIC HEIGHT  -         12.155 (meters)       39.88  (feet) COMP
 AS0946  MODELED GRAVITY -    979,302.9   (mgal)                       NAVD 88
 AS0946
 AS0946  VERT ORDER      -  SECOND    CLASS I
 AS0946
 AS0946.The horizontal coordinates were scaled from a map and have
 AS0946.an estimated accuracy of +/- 6 seconds.
 AS0946
 AS0946.The orthometric height was determined by differential leveling and
 AS0946.adjusted by the NATIONAL GEODETIC SURVEY
 AS0946.in September 1996.
 AS0946
 AS0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0946.GEOID18 height accuracy estimate available here.
 AS0946
 AS0946.Click photographs - Photos may exist for this station.
 AS0946
 AS0946.The dynamic height is computed by dividing the NAVD 88
 AS0946.geopotential number by the normal gravity value computed on the
 AS0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0946.degrees latitude (g = 980.6199 gals.).
 AS0946
 AS0946.The modeled gravity was interpolated from observed gravity values.
 AS0946
 AS0946;                    North         East    Units  Estimated Accuracy
 AS0946;SPC FL N     -    91,100.      511,480.      MT  (+/- 180 meters Scaled)
 AS0946
 AS0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT530997(NAD 83)
 AS0946
 AS0946                          SUPERSEDED SURVEY CONTROL
 AS0946
 AS0946.No superseded survey control is available for this station.
 AS0946
 AS0946_MARKER: DB = BENCH MARK DISK
 AS0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0946_STAMPING: 51 83 B16
 AS0946_MARK LOGO: FLDNR
 AS0946_PROJECTION: RECESSED 13 CENTIMETERS
 AS0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0946+STABILITY: SURFACE MOTION
 AS0946
 AS0946  HISTORY     - Date     Condition        Report By
 AS0946  HISTORY     - 1983     MONUMENTED       FLDT
 AS0946  HISTORY     - 1986     GOOD             FLDNR
 AS0946  HISTORY     - 20110918 POOR             INDIV
 AS0946
 AS0946                          STATION DESCRIPTION
 AS0946
 AS0946'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0946'23.4 MI WEST FROM PORT ST JOE.
 AS0946'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0946'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0946'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0946'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0946'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0946'5.25 MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A SAND
 AS0946'DUNE, ABOUT 100 FEET EAST OF THE BEACH, 12 FEET SOUTH OF THE NORTH
 AS0946'EDGE OF THE DUNE, 9 FEET NORTH OF THE SOUTH EDGE OF THE DUNE, AND 4
 AS0946'FEET WEST OF A WITNESS POST.
 AS0946
 AS0946                          STATION RECOVERY (2011)
 AS0946
 AS0946'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (RVB)
 AS0946'MARKER IS INTACT ON CONCRETE PLUG.  HOWEVER CONCRETE PLUG WAS FOUND
 AS0946'MIDWAY UP SAND DUNE, BURIED HORIZONTIALLY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0945 ***********************************************************************
 AS0945  DESIGNATION -  51 83 B 17
 AS0945  PID         -  AS0945
 AS0945  STATE/COUNTY-  FL/GULF
 AS0945  COUNTRY     -  US
 AS0945  USGS QUAD   -  SAINT JOSEPH POINT (2018)
 AS0945
 AS0945                         *CURRENT SURVEY CONTROL
 AS0945  ______________________________________________________________________
 AS0945* NAD 83(1986) POSITION- 29 48 24.     (N) 085 24 53.     (W)   SCALED
 AS0945* NAVD 88 ORTHO HEIGHT -    13.499 (meters)       44.29  (feet) ADJUSTED
 AS0945  ______________________________________________________________________
 AS0945  GEOID HEIGHT    -        -27.227 (meters)                     GEOID18
 AS0945  DYNAMIC HEIGHT  -         13.481 (meters)       44.23  (feet) COMP
 AS0945  MODELED GRAVITY -    979,301.9   (mgal)                       NAVD 88
 AS0945
 AS0945  VERT ORDER      -  SECOND    CLASS I
 AS0945
 AS0945.The horizontal coordinates were scaled from a map and have
 AS0945.an estimated accuracy of +/- 6 seconds.
 AS0945
 AS0945.The orthometric height was determined by differential leveling and
 AS0945.adjusted by the NATIONAL GEODETIC SURVEY
 AS0945.in September 1996.
 AS0945
 AS0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0945.GEOID18 height accuracy estimate available here.
 AS0945
 AS0945.Click photographs - Photos may exist for this station.
 AS0945
 AS0945.The dynamic height is computed by dividing the NAVD 88
 AS0945.geopotential number by the normal gravity value computed on the
 AS0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0945.degrees latitude (g = 980.6199 gals.).
 AS0945
 AS0945.The modeled gravity was interpolated from observed gravity values.
 AS0945
 AS0945;                    North         East    Units  Estimated Accuracy
 AS0945;SPC FL N     -    89,770.      511,580.      MT  (+/- 180 meters Scaled)
 AS0945
 AS0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT532984(NAD 83)
 AS0945
 AS0945                          SUPERSEDED SURVEY CONTROL
 AS0945
 AS0945.No superseded survey control is available for this station.
 AS0945
 AS0945_MARKER: DB = BENCH MARK DISK
 AS0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0945_STAMPING: 51 83 B17
 AS0945_MARK LOGO: FLDNR
 AS0945_PROJECTION: RECESSED 8 CENTIMETERS
 AS0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0945+STABILITY: SURFACE MOTION
 AS0945
 AS0945  HISTORY     - Date     Condition        Report By
 AS0945  HISTORY     - 1983     MONUMENTED       FLDT
 AS0945  HISTORY     - 1986     GOOD             FLDNR
 AS0945
 AS0945                          STATION DESCRIPTION
 AS0945
 AS0945'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0945'22.6 MI WEST FROM PORT ST JOE.
 AS0945'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0945'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0945'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0945'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0945'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0945'4.45 MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A SAND
 AS0945'DUNE, ABOUT 100 FEET NORTHEAST OF THE HIGHEST DUNE IN THE AREA, 300
 AS0945'FEET EAST OF THE BEACH, 22 FEET SOUTH OF THE NORTH EDGE OF THE DUNE,
 AS0945'4 FEET WEST OF THE EAST EDGE OF THE DUNE, AND 3 FEET WEST OF A
 AS0945'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0944 ***********************************************************************
 AS0944  DESIGNATION -  51 83 B 18
 AS0944  PID         -  AS0944
 AS0944  STATE/COUNTY-  FL/GULF
 AS0944  COUNTRY     -  US
 AS0944  USGS QUAD   -  SAINT JOSEPH POINT (2018)
 AS0944
 AS0944                         *CURRENT SURVEY CONTROL
 AS0944  ______________________________________________________________________
 AS0944* NAD 83(1986) POSITION- 29 47 52.     (N) 085 24 43.     (W)   SCALED
 AS0944* NAVD 88 ORTHO HEIGHT -    14.488 (meters)       47.53  (feet) ADJUSTED
 AS0944  ______________________________________________________________________
 AS0944  GEOID HEIGHT    -        -27.214 (meters)                     GEOID18
 AS0944  DYNAMIC HEIGHT  -         14.468 (meters)       47.47  (feet) COMP
 AS0944  MODELED GRAVITY -    979,301.2   (mgal)                       NAVD 88
 AS0944
 AS0944  VERT ORDER      -  SECOND    CLASS I
 AS0944
 AS0944.The horizontal coordinates were scaled from a map and have
 AS0944.an estimated accuracy of +/- 6 seconds.
 AS0944
 AS0944.The orthometric height was determined by differential leveling and
 AS0944.adjusted by the NATIONAL GEODETIC SURVEY
 AS0944.in September 1996.
 AS0944
 AS0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0944.GEOID18 height accuracy estimate available here.
 AS0944
 AS0944.Click photographs - Photos may exist for this station.
 AS0944
 AS0944.The dynamic height is computed by dividing the NAVD 88
 AS0944.geopotential number by the normal gravity value computed on the
 AS0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0944.degrees latitude (g = 980.6199 gals.).
 AS0944
 AS0944.The modeled gravity was interpolated from observed gravity values.
 AS0944
 AS0944;                    North         East    Units  Estimated Accuracy
 AS0944;SPC FL N     -    88,780.      511,840.      MT  (+/- 180 meters Scaled)
 AS0944
 AS0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT534974(NAD 83)
 AS0944
 AS0944                          SUPERSEDED SURVEY CONTROL
 AS0944
 AS0944.No superseded survey control is available for this station.
 AS0944
 AS0944_MARKER: DB = BENCH MARK DISK
 AS0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0944_STAMPING: 51 83 B18
 AS0944_MARK LOGO: FLDNR
 AS0944_PROJECTION: RECESSED 5 CENTIMETERS
 AS0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0944+STABILITY: SURFACE MOTION
 AS0944
 AS0944  HISTORY     - Date     Condition        Report By
 AS0944  HISTORY     - 1983     MONUMENTED       FLDT
 AS0944  HISTORY     - 1986     GOOD             FLDNR
 AS0944
 AS0944                          STATION DESCRIPTION
 AS0944
 AS0944'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0944'22.0 MI WSW FROM PORT ST JOE.
 AS0944'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0944'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0944'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0944'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0944'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0944'3.85 MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A HIGH
 AS0944'SAND DUNE, ABOUT 250 FEET EAST OF THE BEACH, 23 FEET SOUTH OF THE
 AS0944'NORTH EDGE OF THE DUNE, AND 4 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0943 ***********************************************************************
 AS0943  DESIGNATION -  51 83 B 19
 AS0943  PID         -  AS0943
 AS0943  STATE/COUNTY-  FL/GULF
 AS0943  COUNTRY     -  US
 AS0943  USGS QUAD   -  SAINT JOSEPH POINT (2018)
 AS0943
 AS0943                         *CURRENT SURVEY CONTROL
 AS0943  ______________________________________________________________________
 AS0943* NAD 83(1986) POSITION- 29 46 56.     (N) 085 24 32.     (W)   SCALED
 AS0943* NAVD 88 ORTHO HEIGHT -    11.867 (meters)       38.93  (feet) ADJUSTED
 AS0943  ______________________________________________________________________
 AS0943  GEOID HEIGHT    -        -27.194 (meters)                     GEOID18
 AS0943  DYNAMIC HEIGHT  -         11.851 (meters)       38.88  (feet) COMP
 AS0943  MODELED GRAVITY -    979,299.9   (mgal)                       NAVD 88
 AS0943
 AS0943  VERT ORDER      -  SECOND    CLASS I
 AS0943
 AS0943.The horizontal coordinates were scaled from a map and have
 AS0943.an estimated accuracy of +/- 6 seconds.
 AS0943
 AS0943.The orthometric height was determined by differential leveling and
 AS0943.adjusted by the NATIONAL GEODETIC SURVEY
 AS0943.in September 1996.
 AS0943
 AS0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0943.GEOID18 height accuracy estimate available here.
 AS0943
 AS0943.Click photographs - Photos may exist for this station.
 AS0943
 AS0943.The dynamic height is computed by dividing the NAVD 88
 AS0943.geopotential number by the normal gravity value computed on the
 AS0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0943.degrees latitude (g = 980.6199 gals.).
 AS0943
 AS0943.The modeled gravity was interpolated from observed gravity values.
 AS0943
 AS0943;                    North         East    Units  Estimated Accuracy
 AS0943;SPC FL N     -    87,060.      512,120.      MT  (+/- 180 meters Scaled)
 AS0943
 AS0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT538957(NAD 83)
 AS0943
 AS0943                          SUPERSEDED SURVEY CONTROL
 AS0943
 AS0943.No superseded survey control is available for this station.
 AS0943
 AS0943_MARKER: DB = BENCH MARK DISK
 AS0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0943_STAMPING: 51 83 B19
 AS0943_MARK LOGO: FLDNR
 AS0943_PROJECTION: RECESSED 8 CENTIMETERS
 AS0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0943+STABILITY: SURFACE MOTION
 AS0943
 AS0943  HISTORY     - Date     Condition        Report By
 AS0943  HISTORY     - 1983     MONUMENTED       FLDT
 AS0943  HISTORY     - 1986     GOOD             FLDNR
 AS0943
 AS0943                          STATION DESCRIPTION
 AS0943
 AS0943'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0943'20.9 MI WSW FROM PORT ST JOE.
 AS0943'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0943'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0943'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0943'TRAIL LEADING WEST (0.1 MILE SOUTH OF THE ENTRANCE TO T.H. STONE
 AS0943'STATE PARK), GO 0.15 MILE ON THE SAND TRAIL ROAD TO THE BEACH, GO
 AS0943'2.75 MILES NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A HIGH
 AS0943'SAND DUNE, 0.05 MILE NORTH OF A SAND TRAIL, 125 FEET EAST-NORTHEAST
 AS0943'OF THE BEACH, 25 FEET WEST-SOUTHWEST OF THE EAST EDGE OF THE DUNE, 7
 AS0943'FEET NORTH OF THE SOUTH EDGE OF THE DUNE, 6 FEET SOUTH OF THE NORTH
 AS0943'EDGE OF THE DUNE AND 4 FEET EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0942 ***********************************************************************
 AS0942  DESIGNATION -  51 83 B 20
 AS0942  PID         -  AS0942
 AS0942  STATE/COUNTY-  FL/GULF
 AS0942  COUNTRY     -  US
 AS0942  USGS QUAD   -  SAINT JOSEPH POINT (2018)
 AS0942
 AS0942                         *CURRENT SURVEY CONTROL
 AS0942  ______________________________________________________________________
 AS0942* NAD 83(1986) POSITION- 29 46 11.09   (N) 085 24 19.69   (W)   HD_HELD1
 AS0942* NAVD 88 ORTHO HEIGHT -     1.951 (meters)        6.40  (feet) ADJUSTED
 AS0942  ______________________________________________________________________
 AS0942  GEOID HEIGHT    -        -27.178 (meters)                     GEOID18
 AS0942  DYNAMIC HEIGHT  -          1.948 (meters)        6.39  (feet) COMP
 AS0942  MODELED GRAVITY -    979,298.7   (mgal)                       NAVD 88
 AS0942
 AS0942  VERT ORDER      -  SECOND    CLASS I
 AS0942
 AS0942.The horizontal coordinates were determined by differentially corrected
 AS0942.hand held GPS observations or other comparable positioning techniques
 AS0942.and have an estimated accuracy of +/- 3 meters.
 AS0942
 AS0942.The orthometric height was determined by differential leveling and
 AS0942.adjusted by the NATIONAL GEODETIC SURVEY
 AS0942.in September 1996.
 AS0942
 AS0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0942.GEOID18 height accuracy estimate available here.
 AS0942
 AS0942.Click photographs - Photos may exist for this station.
 AS0942
 AS0942.The dynamic height is computed by dividing the NAVD 88
 AS0942.geopotential number by the normal gravity value computed on the
 AS0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0942.degrees latitude (g = 980.6199 gals.).
 AS0942
 AS0942.The modeled gravity was interpolated from observed gravity values.
 AS0942
 AS0942;                    North         East    Units  Estimated Accuracy
 AS0942;SPC FL N     -    85,672.3     512,437.0     MT  (+/- 3 meters HH1 GPS) 
 AS0942
 AS0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT5415294337(NAD 83)
 AS0942
 AS0942                          SUPERSEDED SURVEY CONTROL
 AS0942
 AS0942.No superseded survey control is available for this station.
 AS0942
 AS0942_MARKER: DD = SURVEY DISK
 AS0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0942_STAMPING: 51 83 B20
 AS0942_MARK LOGO: FLDNR
 AS0942_PROJECTION: RECESSED 8 CENTIMETERS
 AS0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0942+STABILITY: SURFACE MOTION
 AS0942
 AS0942  HISTORY     - Date     Condition        Report By
 AS0942  HISTORY     - 1983     MONUMENTED       FLDT
 AS0942  HISTORY     - 1986     GOOD             FLDNR
 AS0942
 AS0942                          STATION DESCRIPTION
 AS0942
 AS0942'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0942'20.4 MI WSW FROM PORT ST JOE.
 AS0942'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0942'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0942'COUNTY ROAD C-30E, GO 8.8 MILES WEST AND NORTH ON C-30E TO THE
 AS0942'ENTRANCE TO THE T.H. STONE STATE PARK, CONTINUE 2.3 MILES NORTH ON
 AS0942'THE PARK ROAD TO THE MARK.  THE MARK BEARS 43 FEET WEST-SOUTHWEST OF
 AS0942'THE CENTERLINE OF THE ROAD, 60 FEET NORTH-NORTHEAST OF A POWER POLE,
 AS0942'AND 4.5 FEET WEST-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0941 ***********************************************************************
 AS0941  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0941  DESIGNATION -  51 83 B 21
 AS0941  PID         -  AS0941
 AS0941  STATE/COUNTY-  FL/GULF
 AS0941  COUNTRY     -  US
 AS0941  USGS QUAD   -  SAINT JOSEPH POINT (2018)
 AS0941
 AS0941                         *CURRENT SURVEY CONTROL
 AS0941  ______________________________________________________________________
 AS0941* NAD 83(1986) POSITION- 29 45 41.92   (N) 085 24 08.44   (W)   HD_HELD1
 AS0941* NAVD 88 ORTHO HEIGHT -     4.222 (meters)       13.85  (feet) ADJUSTED
 AS0941  ______________________________________________________________________
 AS0941  GEOID HEIGHT    -        -27.169 (meters)                     GEOID18
 AS0941  DYNAMIC HEIGHT  -          4.216 (meters)       13.83  (feet) COMP
 AS0941  MODELED GRAVITY -    979,298.1   (mgal)                       NAVD 88
 AS0941
 AS0941  VERT ORDER      -  SECOND    CLASS I
 AS0941
 AS0941.The horizontal coordinates were determined by differentially corrected
 AS0941.hand held GPS observations or other comparable positioning techniques
 AS0941.and have an estimated accuracy of +/- 3 meters.
 AS0941
 AS0941.The orthometric height was determined by differential leveling and
 AS0941.adjusted by the NATIONAL GEODETIC SURVEY
 AS0941.in September 1996.
 AS0941
 AS0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0941.GEOID18 height accuracy estimate available here.
 AS0941
 AS0941.This Tidal Bench Mark is designated as VM 24216
 AS0941.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0941
 AS0941.Click photographs - Photos may exist for this station.
 AS0941
 AS0941.The dynamic height is computed by dividing the NAVD 88
 AS0941.geopotential number by the normal gravity value computed on the
 AS0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0941.degrees latitude (g = 980.6199 gals.).
 AS0941
 AS0941.The modeled gravity was interpolated from observed gravity values.
 AS0941
 AS0941;                    North         East    Units  Estimated Accuracy
 AS0941;SPC FL N     -    84,771.7     512,732.1     MT  (+/- 3 meters HH1 GPS) 
 AS0941
 AS0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT5446793443(NAD 83)
 AS0941
 AS0941                          SUPERSEDED SURVEY CONTROL
 AS0941
 AS0941.No superseded survey control is available for this station.
 AS0941
 AS0941_MARKER: DB = BENCH MARK DISK
 AS0941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0941_STAMPING: 51 83 B21
 AS0941_MARK LOGO: FLDNR
 AS0941_PROJECTION: PROJECTING 8 CENTIMETERS
 AS0941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0941+STABILITY: SURFACE MOTION
 AS0941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0941+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2018
 AS0941
 AS0941  HISTORY     - Date     Condition        Report By
 AS0941  HISTORY     - 1983     MONUMENTED       FLDT
 AS0941  HISTORY     - 1986     GOOD             FLDNR
 AS0941  HISTORY     - 20180603 GOOD             FLDEP
 AS0941
 AS0941                          STATION DESCRIPTION
 AS0941
 AS0941'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0941'20 MI WSW FROM PORT ST JOE.
 AS0941'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0941'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0941'COUNTY ROAD C-30E, GO 8.8 MILES WEST AND NORTH ON C-30E TO THE
 AS0941'ENTRANCE TO THE T.H. STONE STATE PARK, CONTINUE 1.8 MILES NORTH ON
 AS0941'THE PARK ROAD, TO THE SAND ROAD, TO THE MAINTENENCE FACILITY, GO 0.1
 AS0941'MILE SOUTH ON THE SAND ROAD TO THE MARK.  THE MARK BEARS 95.5 FEET
 AS0941'NORTHEAST OF THE NORTHEAST CORNER OF THE MAINTENENCE BUILDING, 62.7
 AS0941'FEET EAST OF THE SOUTHEAST CORNER OF THE OFFICE BUILDING, 10 FEET
 AS0941'EAST OF THE WEST EDGE OF THE TOP OF A SAND DUNE, AND 4.5 FEET EAST OF
 AS0941'A WITNESS POST.
 AS0941
 AS0941                          STATION RECOVERY (2018)
 AS0941
 AS0941'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AS0941'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0940 ***********************************************************************
 AS0940  DESIGNATION -  51 83 B 22
 AS0940  PID         -  AS0940
 AS0940  STATE/COUNTY-  FL/GULF
 AS0940  COUNTRY     -  US
 AS0940  USGS QUAD   -  SAINT JOSEPH POINT (2018)
 AS0940
 AS0940                         *CURRENT SURVEY CONTROL
 AS0940  ______________________________________________________________________
 AS0940* NAD 83(1986) POSITION- 29 45 17.     (N) 085 24 05.     (W)   SCALED
 AS0940* NAVD 88 ORTHO HEIGHT -    10.380 (meters)       34.06  (feet) ADJUSTED
 AS0940  ______________________________________________________________________
 AS0940  GEOID HEIGHT    -        -27.160 (meters)                     GEOID18
 AS0940  DYNAMIC HEIGHT  -         10.366 (meters)       34.01  (feet) COMP
 AS0940  MODELED GRAVITY -    979,297.4   (mgal)                       NAVD 88
 AS0940
 AS0940  VERT ORDER      -  SECOND    CLASS I
 AS0940
 AS0940.The horizontal coordinates were scaled from a map and have
 AS0940.an estimated accuracy of +/- 6 seconds.
 AS0940
 AS0940.The orthometric height was determined by differential leveling and
 AS0940.adjusted by the NATIONAL GEODETIC SURVEY
 AS0940.in September 1996.
 AS0940
 AS0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0940.GEOID18 height accuracy estimate available here.
 AS0940
 AS0940.Click photographs - Photos may exist for this station.
 AS0940
 AS0940.The dynamic height is computed by dividing the NAVD 88
 AS0940.geopotential number by the normal gravity value computed on the
 AS0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0940.degrees latitude (g = 980.6199 gals.).
 AS0940
 AS0940.The modeled gravity was interpolated from observed gravity values.
 AS0940
 AS0940;                    North         East    Units  Estimated Accuracy
 AS0940;SPC FL N     -    84,000.      512,820.      MT  (+/- 180 meters Scaled)
 AS0940
 AS0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT545926(NAD 83)
 AS0940
 AS0940                          SUPERSEDED SURVEY CONTROL
 AS0940
 AS0940.No superseded survey control is available for this station.
 AS0940
 AS0940_MARKER: DB = BENCH MARK DISK
 AS0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0940_STAMPING: 51 83 B22
 AS0940_MARK LOGO: FLDNR
 AS0940_PROJECTION: FLUSH
 AS0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0940+STABILITY: SURFACE MOTION
 AS0940
 AS0940  HISTORY     - Date     Condition        Report By
 AS0940  HISTORY     - 1983     MONUMENTED       FLDT
 AS0940  HISTORY     - 1986     GOOD             FLDNR
 AS0940
 AS0940                          STATION DESCRIPTION
 AS0940
 AS0940'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0940'19.0 MI WSW FROM PORT ST JOE.
 AS0940'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0940'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0940'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0940'TRAIL LEADING WEST, GO 0.15 MILE ON THE SAND TRAIL TO THE BEACH, GO
 AS0940'0.85 MILE NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A SAND
 AS0940'DUNE, 90 FEET EAST OF THE BEACH, 6 FEET WEST OF THE EAST EDGE OF THE
 AS0940'DUNE, AND 2.8 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0939 ***********************************************************************
 AS0939  DESIGNATION -  51 83 B 23
 AS0939  PID         -  AS0939
 AS0939  STATE/COUNTY-  FL/GULF
 AS0939  COUNTRY     -  US
 AS0939  USGS QUAD   -  SAINT JOSEPH PENINSULA (2018)
 AS0939
 AS0939                         *CURRENT SURVEY CONTROL
 AS0939  ______________________________________________________________________
 AS0939* NAD 83(1986) POSITION- 29 44 56.     (N) 085 23 59.     (W)   SCALED
 AS0939* NAVD 88 ORTHO HEIGHT -    10.208 (meters)       33.49  (feet) ADJUSTED
 AS0939  ______________________________________________________________________
 AS0939  GEOID HEIGHT    -        -27.154 (meters)                     GEOID18
 AS0939  DYNAMIC HEIGHT  -         10.194 (meters)       33.44  (feet) COMP
 AS0939  MODELED GRAVITY -    979,296.9   (mgal)                       NAVD 88
 AS0939
 AS0939  VERT ORDER      -  SECOND    CLASS I
 AS0939
 AS0939.The horizontal coordinates were scaled from a map and have
 AS0939.an estimated accuracy of +/- 6 seconds.
 AS0939
 AS0939.The orthometric height was determined by differential leveling and
 AS0939.adjusted by the NATIONAL GEODETIC SURVEY
 AS0939.in September 1996.
 AS0939
 AS0939.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0939.GEOID18 height accuracy estimate available here.
 AS0939
 AS0939.Click photographs - Photos may exist for this station.
 AS0939
 AS0939.The dynamic height is computed by dividing the NAVD 88
 AS0939.geopotential number by the normal gravity value computed on the
 AS0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0939.degrees latitude (g = 980.6199 gals.).
 AS0939
 AS0939.The modeled gravity was interpolated from observed gravity values.
 AS0939
 AS0939;                    North         East    Units  Estimated Accuracy
 AS0939;SPC FL N     -    83,360.      512,980.      MT  (+/- 180 meters Scaled)
 AS0939
 AS0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT547920(NAD 83)
 AS0939
 AS0939                          SUPERSEDED SURVEY CONTROL
 AS0939
 AS0939.No superseded survey control is available for this station.
 AS0939
 AS0939_MARKER: DB = BENCH MARK DISK
 AS0939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0939_STAMPING: 51 83 B23
 AS0939_MARK LOGO: FLDNR
 AS0939_PROJECTION: RECESSED 30 CENTIMETERS
 AS0939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0939+STABILITY: SURFACE MOTION
 AS0939
 AS0939  HISTORY     - Date     Condition        Report By
 AS0939  HISTORY     - 1983     MONUMENTED       FLDT
 AS0939  HISTORY     - 1986     GOOD             FLDNR
 AS0939
 AS0939                          STATION DESCRIPTION
 AS0939
 AS0939'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0939'18.55 MI WSW FROM PORT ST JOE.
 AS0939'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0939'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0939'COUNTY ROAD C-30E, GO 8.7 MILES WEST AND NORTH ON C-30E TO A SAND
 AS0939'TRAIL LEADING WEST, GO 0.15 MILE ON THE SAND TRAIL TO THE BEACH, GO
 AS0939'0.4 MILE NORTH ON THE BEACH TO THE MARK.  THE MARK IS ATOP A HIGH
 AS0939'SAND DUNE BETWEEN TWO CONDOMINIUMS, 100 FEET EAST OF THE DROP OFF TO
 AS0939'THE BEACH, 66 FEET WEST-NORTHWEST OF A PALM TREE, 10 FEET WEST OF THE
 AS0939'EAST EDGE OF THE DUNE, AND 4 FEET WEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0938 ***********************************************************************
 AS0938  TIDAL BM    -  This is a Tidal Bench Mark.
 AS0938  DESIGNATION -  51 83 B 24
 AS0938  PID         -  AS0938
 AS0938  STATE/COUNTY-  FL/GULF
 AS0938  COUNTRY     -  US
 AS0938  USGS QUAD   -  SAINT JOSEPH PENINSULA (2018)
 AS0938
 AS0938                         *CURRENT SURVEY CONTROL
 AS0938  ______________________________________________________________________
 AS0938* NAD 83(1986) POSITION- 29 44 19.     (N) 085 23 45.     (W)   SCALED
 AS0938* NAVD 88 ORTHO HEIGHT -     4.365 (meters)       14.32  (feet) ADJUSTED
 AS0938  ______________________________________________________________________
 AS0938  GEOID HEIGHT    -        -27.142 (meters)                     GEOID18
 AS0938  DYNAMIC HEIGHT  -          4.359 (meters)       14.30  (feet) COMP
 AS0938  MODELED GRAVITY -    979,295.9   (mgal)                       NAVD 88
 AS0938
 AS0938  VERT ORDER      -  SECOND    CLASS I
 AS0938
 AS0938.The horizontal coordinates were scaled from a map and have
 AS0938.an estimated accuracy of +/- 6 seconds.
 AS0938
 AS0938.The orthometric height was determined by differential leveling and
 AS0938.adjusted by the NATIONAL GEODETIC SURVEY
 AS0938.in September 1996.
 AS0938
 AS0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0938.GEOID18 height accuracy estimate available here.
 AS0938
 AS0938.This Tidal Bench Mark is designated as VM 24219
 AS0938.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AS0938
 AS0938.Click photographs - Photos may exist for this station.
 AS0938
 AS0938.The dynamic height is computed by dividing the NAVD 88
 AS0938.geopotential number by the normal gravity value computed on the
 AS0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0938.degrees latitude (g = 980.6199 gals.).
 AS0938
 AS0938.The modeled gravity was interpolated from observed gravity values.
 AS0938
 AS0938;                    North         East    Units  Estimated Accuracy
 AS0938;SPC FL N     -    82,210.      513,340.      MT  (+/- 180 meters Scaled)
 AS0938
 AS0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT551908(NAD 83)
 AS0938
 AS0938                          SUPERSEDED SURVEY CONTROL
 AS0938
 AS0938.No superseded survey control is available for this station.
 AS0938
 AS0938_MARKER: DB = BENCH MARK DISK
 AS0938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0938_STAMPING: 51 83 B24
 AS0938_MARK LOGO: FLDNR
 AS0938_PROJECTION: RECESSED 3 CENTIMETERS
 AS0938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0938+STABILITY: SURFACE MOTION
 AS0938
 AS0938  HISTORY     - Date     Condition        Report By
 AS0938  HISTORY     - 1983     MONUMENTED       FLDT
 AS0938  HISTORY     - 1986     GOOD             FLDNR
 AS0938
 AS0938                          STATION DESCRIPTION
 AS0938
 AS0938'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0938'17.9 MI SW FROM PORT ST JOE.
 AS0938'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0938'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0938'COUNTY ROAD C-30E, GO 8.4 MILES WEST AND NORTH ON C-30E TO A
 AS0938'LIMESTONE ROAD WEST, GO 0.2 MILE WEST AND SOUTH ON THIS ROAD TO THE
 AS0938'MARK.  THE MARK BEARS 76 FEET WEST-SOUTHWEST OF THE SOUTHWEST PILING
 AS0938'OF A BEACH HOUSE ON STILTS, 15.5 FEET WEST OF POWER POLE 5-22548, 4.8
 AS0938'FEET NORTH- NORTHWEST OF A WITNESS POST, AND 2 FEET WEST OF TELEPHONE
 AS0938'JUNCTION BOX A55L3.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0937 ***********************************************************************
 AS0937  DESIGNATION -  51 83 B 25
 AS0937  PID         -  AS0937
 AS0937  STATE/COUNTY-  FL/GULF
 AS0937  COUNTRY     -  US
 AS0937  USGS QUAD   -  SAINT JOSEPH PENINSULA (2018)
 AS0937
 AS0937                         *CURRENT SURVEY CONTROL
 AS0937  ______________________________________________________________________
 AS0937* NAD 83(1986) POSITION- 29 43 47.     (N) 085 23 27.     (W)   SCALED
 AS0937* NAVD 88 ORTHO HEIGHT -     5.319 (meters)       17.45  (feet) ADJUSTED
 AS0937  ______________________________________________________________________
 AS0937  GEOID HEIGHT    -        -27.133 (meters)                     GEOID18
 AS0937  DYNAMIC HEIGHT  -          5.312 (meters)       17.43  (feet) COMP
 AS0937  MODELED GRAVITY -    979,295.1   (mgal)                       NAVD 88
 AS0937
 AS0937  VERT ORDER      -  SECOND    CLASS I
 AS0937
 AS0937.The horizontal coordinates were scaled from a map and have
 AS0937.an estimated accuracy of +/- 6 seconds.
 AS0937
 AS0937.The orthometric height was determined by differential leveling and
 AS0937.adjusted by the NATIONAL GEODETIC SURVEY
 AS0937.in September 1996.
 AS0937
 AS0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0937.GEOID18 height accuracy estimate available here.
 AS0937
 AS0937.Click photographs - Photos may exist for this station.
 AS0937
 AS0937.The dynamic height is computed by dividing the NAVD 88
 AS0937.geopotential number by the normal gravity value computed on the
 AS0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0937.degrees latitude (g = 980.6199 gals.).
 AS0937
 AS0937.The modeled gravity was interpolated from observed gravity values.
 AS0937
 AS0937;                    North         East    Units  Estimated Accuracy
 AS0937;SPC FL N     -    81,230.      513,820.      MT  (+/- 180 meters Scaled)
 AS0937
 AS0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT556899(NAD 83)
 AS0937
 AS0937                          SUPERSEDED SURVEY CONTROL
 AS0937
 AS0937.No superseded survey control is available for this station.
 AS0937
 AS0937_MARKER: DB = BENCH MARK DISK
 AS0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0937_STAMPING: 51 83 B25
 AS0937_MARK LOGO: FLDNR
 AS0937_PROJECTION: FLUSH
 AS0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0937+STABILITY: SURFACE MOTION
 AS0937
 AS0937  HISTORY     - Date     Condition        Report By
 AS0937  HISTORY     - 1983     MONUMENTED       FLDT
 AS0937  HISTORY     - 1986     GOOD             FLDNR
 AS0937
 AS0937                          STATION DESCRIPTION
 AS0937
 AS0937'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0937'17.0 MI SW FROM PORT ST JOE.
 AS0937'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0937'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0937'COUNTY ROAD C-30E, GO 7.7 MILES WEST AND NORTH ON C-30E TO THE MARK.
 AS0937'THE MARK BEARS 54.2 FEET WEST-SOUTHWEST OF THE CENTERLINE OF C-30E,
 AS0937'45 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY TO THE
 AS0937'DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES FACILITY, 33.7 FEET
 AS0937'SOUTH-SOUTHEAST OF THE SOUTH GATE POST, 30.4 FEET EAST OF A POWER
 AS0937'POLE, 2.5 FEET SOUTH OF TELEPHONE JUNCTION BOX A42 AND 5.8 FEET EAST-
 AS0937'NORTHEAST OF A WITNESS POST.
 AS0937'THE MARK IS 3 FT ABOVE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0936 ***********************************************************************
 AS0936  DESIGNATION -  51 83 B 26
 AS0936  PID         -  AS0936
 AS0936  STATE/COUNTY-  FL/GULF
 AS0936  COUNTRY     -  US
 AS0936  USGS QUAD   -  SAINT JOSEPH PENINSULA (2018)
 AS0936
 AS0936                         *CURRENT SURVEY CONTROL
 AS0936  ______________________________________________________________________
 AS0936* NAD 83(1986) POSITION- 29 43 08.     (N) 085 23 08.     (W)   SCALED
 AS0936* NAVD 88 ORTHO HEIGHT -     5.226 (meters)       17.15  (feet) ADJUSTED
 AS0936  ______________________________________________________________________
 AS0936  GEOID HEIGHT    -        -27.121 (meters)                     GEOID18
 AS0936  DYNAMIC HEIGHT  -          5.219 (meters)       17.12  (feet) COMP
 AS0936  MODELED GRAVITY -    979,294.2   (mgal)                       NAVD 88
 AS0936
 AS0936  VERT ORDER      -  SECOND    CLASS I
 AS0936
 AS0936.The horizontal coordinates were scaled from a map and have
 AS0936.an estimated accuracy of +/- 6 seconds.
 AS0936
 AS0936.The orthometric height was determined by differential leveling and
 AS0936.adjusted by the NATIONAL GEODETIC SURVEY
 AS0936.in September 1996.
 AS0936
 AS0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0936.GEOID18 height accuracy estimate available here.
 AS0936
 AS0936.Click photographs - Photos may exist for this station.
 AS0936
 AS0936.The dynamic height is computed by dividing the NAVD 88
 AS0936.geopotential number by the normal gravity value computed on the
 AS0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0936.degrees latitude (g = 980.6199 gals.).
 AS0936
 AS0936.The modeled gravity was interpolated from observed gravity values.
 AS0936
 AS0936;                    North         East    Units  Estimated Accuracy
 AS0936;SPC FL N     -    80,020.      514,320.      MT  (+/- 180 meters Scaled)
 AS0936
 AS0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT561887(NAD 83)
 AS0936
 AS0936                          SUPERSEDED SURVEY CONTROL
 AS0936
 AS0936.No superseded survey control is available for this station.
 AS0936
 AS0936_MARKER: DB = BENCH MARK DISK
 AS0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0936_STAMPING: 51 83 B26
 AS0936_MARK LOGO: FLDNR
 AS0936_PROJECTION: RECESSED 8 CENTIMETERS
 AS0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0936+STABILITY: SURFACE MOTION
 AS0936
 AS0936  HISTORY     - Date     Condition        Report By
 AS0936  HISTORY     - 1983     MONUMENTED       FLDT
 AS0936  HISTORY     - 1986     GOOD             FLDNR
 AS0936
 AS0936                          STATION DESCRIPTION
 AS0936
 AS0936'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0936'16.15 MI SW FROM PORT ST JOE.
 AS0936'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0936'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0936'COUNTY ROAD C-30E, GO 6.85 MILES WEST AND NORTH ON C-30E TO THE MARK.
 AS0936'THE MARK BEARS 18.7 FEET WEST-SOUTHWEST OF THE CENTERLINE OF C-30E,
 AS0936'57.3 FEET WEST-SOUTHWEST OF POWER POLE 5-25277, 18 FEET NORTH-
 AS0936'NORTHWEST OF THE EXTENDED CENTERLINE OF A GRADED ROAD LEADING
 AS0936'NORTHEAST, 128.7 FEET NORTH-NORTHWEST OF A TELEPHONE JUNCTION BOX AND
 AS0936'16.5 FEET EAST-NORTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0935 ***********************************************************************
 AS0935  DESIGNATION -  51 83 B 27
 AS0935  PID         -  AS0935
 AS0935  STATE/COUNTY-  FL/GULF
 AS0935  COUNTRY     -  US
 AS0935  USGS QUAD   -  SAINT JOSEPH PENINSULA (2018)
 AS0935
 AS0935                         *CURRENT SURVEY CONTROL
 AS0935  ______________________________________________________________________
 AS0935* NAD 83(1986) POSITION- 29 42 43.     (N) 085 22 54.     (W)   SCALED
 AS0935* NAVD 88 ORTHO HEIGHT -     4.800 (meters)       15.75  (feet) ADJUSTED
 AS0935  ______________________________________________________________________
 AS0935  GEOID HEIGHT    -        -27.114 (meters)                     GEOID18
 AS0935  DYNAMIC HEIGHT  -          4.793 (meters)       15.73  (feet) COMP
 AS0935  MODELED GRAVITY -    979,293.6   (mgal)                       NAVD 88
 AS0935
 AS0935  VERT ORDER      -  SECOND    CLASS I
 AS0935
 AS0935.The horizontal coordinates were scaled from a map and have
 AS0935.an estimated accuracy of +/- 6 seconds.
 AS0935
 AS0935.The orthometric height was determined by differential leveling and
 AS0935.adjusted by the NATIONAL GEODETIC SURVEY
 AS0935.in September 1996.
 AS0935
 AS0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0935.GEOID18 height accuracy estimate available here.
 AS0935
 AS0935.Click photographs - Photos may exist for this station.
 AS0935
 AS0935.The dynamic height is computed by dividing the NAVD 88
 AS0935.geopotential number by the normal gravity value computed on the
 AS0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0935.degrees latitude (g = 980.6199 gals.).
 AS0935
 AS0935.The modeled gravity was interpolated from observed gravity values.
 AS0935
 AS0935;                    North         East    Units  Estimated Accuracy
 AS0935;SPC FL N     -    79,250.      514,690.      MT  (+/- 180 meters Scaled)
 AS0935
 AS0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT565879(NAD 83)
 AS0935
 AS0935                          SUPERSEDED SURVEY CONTROL
 AS0935
 AS0935.No superseded survey control is available for this station.
 AS0935
 AS0935_MARKER: DB = BENCH MARK DISK
 AS0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0935_STAMPING: 51 83 B27
 AS0935_MARK LOGO: FLDNR
 AS0935_PROJECTION: RECESSED 8 CENTIMETERS
 AS0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0935+STABILITY: SURFACE MOTION
 AS0935
 AS0935  HISTORY     - Date     Condition        Report By
 AS0935  HISTORY     - 1983     MONUMENTED       FLDT
 AS0935  HISTORY     - 1986     GOOD             FLDNR
 AS0935
 AS0935                          STATION DESCRIPTION
 AS0935
 AS0935'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0935'15.65 MI SW FROM PORT ST JOE.
 AS0935'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0935'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0935'COUNTY ROAD C-30E, GO 6.35 MILES WEST AND NORTH ON C-30E TO THE MARK.
 AS0935'THE MARK BEARS 20.5 FEET EAST-NORTHEAST OF THE CENTERLINE OF C-30E,
 AS0935'103 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY LEADING
 AS0935'EAST, 95 FEET EAST-SOUTHEAST OF TELEPHONE JUNCTION BOX A18 AND 3 FEET
 AS0935'WEST- SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0934 ***********************************************************************
 AS0934  DESIGNATION -  51 83 B 28
 AS0934  PID         -  AS0934
 AS0934  STATE/COUNTY-  FL/GULF
 AS0934  COUNTRY     -  US
 AS0934  USGS QUAD   -  SAINT JOSEPH PENINSULA (2018)
 AS0934
 AS0934                         *CURRENT SURVEY CONTROL
 AS0934  ______________________________________________________________________
 AS0934* NAD 83(1986) POSITION- 29 42 08.     (N) 085 22 39.     (W)   SCALED
 AS0934* NAVD 88 ORTHO HEIGHT -     4.431 (meters)       14.54  (feet) ADJUSTED
 AS0934  ______________________________________________________________________
 AS0934  GEOID HEIGHT    -        -27.104 (meters)                     GEOID18
 AS0934  DYNAMIC HEIGHT  -          4.425 (meters)       14.52  (feet) COMP
 AS0934  MODELED GRAVITY -    979,292.8   (mgal)                       NAVD 88
 AS0934
 AS0934  VERT ORDER      -  SECOND    CLASS I
 AS0934
 AS0934.The horizontal coordinates were scaled from a map and have
 AS0934.an estimated accuracy of +/- 6 seconds.
 AS0934
 AS0934.The orthometric height was determined by differential leveling and
 AS0934.adjusted by the NATIONAL GEODETIC SURVEY
 AS0934.in September 1996.
 AS0934
 AS0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0934.GEOID18 height accuracy estimate available here.
 AS0934
 AS0934.Click photographs - Photos may exist for this station.
 AS0934
 AS0934.The dynamic height is computed by dividing the NAVD 88
 AS0934.geopotential number by the normal gravity value computed on the
 AS0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0934.degrees latitude (g = 980.6199 gals.).
 AS0934
 AS0934.The modeled gravity was interpolated from observed gravity values.
 AS0934
 AS0934;                    North         East    Units  Estimated Accuracy
 AS0934;SPC FL N     -    78,170.      515,080.      MT  (+/- 180 meters Scaled)
 AS0934
 AS0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT569868(NAD 83)
 AS0934
 AS0934                          SUPERSEDED SURVEY CONTROL
 AS0934
 AS0934.No superseded survey control is available for this station.
 AS0934
 AS0934_MARKER: DB = BENCH MARK DISK
 AS0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0934_STAMPING: 51 83 B28
 AS0934_MARK LOGO: FLDNR
 AS0934_PROJECTION: RECESSED 25 CENTIMETERS
 AS0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0934+STABILITY: SURFACE MOTION
 AS0934
 AS0934  HISTORY     - Date     Condition        Report By
 AS0934  HISTORY     - 1983     MONUMENTED       FLDT
 AS0934  HISTORY     - 1986     GOOD             FLDNR
 AS0934
 AS0934                          STATION DESCRIPTION
 AS0934
 AS0934'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0934'14.95 MI SW FROM PORT ST JOE.
 AS0934'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0934'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0934'COUNTY ROAD C-30E, GO 5.65 MILES WEST AND NORTH ON C-30E TO THE MARK.
 AS0934'THE MARK BEARS 19.6 FEET EAST-NORTHEAST OF THE CENTERLINE OF C-30E, 8
 AS0934'FEET NORTH-NORTHWEST OF THE EXTENDED CENTERLINE OF A DRIVEWAY LEADING
 AS0934'WEST, 38.7 FEET WEST-NORTHWEST OF POWER POLE 5-25316, 165 FEET
 AS0934'SOUTH-SOUTHEAST OF THE CENTERLINE OF A DRIVEWAY LEADING EAST AND 19
 AS0934'FEET WEST-SOUTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0933 ***********************************************************************
 AS0933  DESIGNATION -  51 83 B 29
 AS0933  PID         -  AS0933
 AS0933  STATE/COUNTY-  FL/GULF
 AS0933  COUNTRY     -  US
 AS0933  USGS QUAD   -  CAPE SAN BLAS (2018)
 AS0933
 AS0933                         *CURRENT SURVEY CONTROL
 AS0933  ______________________________________________________________________
 AS0933* NAD 83(1986) POSITION- 29 41 15.     (N) 085 22 15.     (W)   SCALED
 AS0933* NAVD 88 ORTHO HEIGHT -     3.566 (meters)       11.70  (feet) ADJUSTED
 AS0933  ______________________________________________________________________
 AS0933  GEOID HEIGHT    -        -27.087 (meters)                     GEOID18
 AS0933  DYNAMIC HEIGHT  -          3.561 (meters)       11.68  (feet) COMP
 AS0933  MODELED GRAVITY -    979,291.6   (mgal)                       NAVD 88
 AS0933
 AS0933  VERT ORDER      -  SECOND    CLASS I
 AS0933
 AS0933.The horizontal coordinates were scaled from a map and have
 AS0933.an estimated accuracy of +/- 6 seconds.
 AS0933
 AS0933.The orthometric height was determined by differential leveling and
 AS0933.adjusted by the NATIONAL GEODETIC SURVEY
 AS0933.in September 1996.
 AS0933
 AS0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0933.GEOID18 height accuracy estimate available here.
 AS0933
 AS0933.Click photographs - Photos may exist for this station.
 AS0933
 AS0933.The dynamic height is computed by dividing the NAVD 88
 AS0933.geopotential number by the normal gravity value computed on the
 AS0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0933.degrees latitude (g = 980.6199 gals.).
 AS0933
 AS0933.The modeled gravity was interpolated from observed gravity values.
 AS0933
 AS0933;                    North         East    Units  Estimated Accuracy
 AS0933;SPC FL N     -    76,530.      515,720.      MT  (+/- 180 meters Scaled)
 AS0933
 AS0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT576852(NAD 83)
 AS0933
 AS0933                          SUPERSEDED SURVEY CONTROL
 AS0933
 AS0933.No superseded survey control is available for this station.
 AS0933
 AS0933_MARKER: DB = BENCH MARK DISK
 AS0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0933_STAMPING: 51 83 B 29
 AS0933_MARK LOGO: FLDNR
 AS0933_PROJECTION: RECESSED 10 CENTIMETERS
 AS0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0933+STABILITY: SURFACE MOTION
 AS0933
 AS0933  HISTORY     - Date     Condition        Report By
 AS0933  HISTORY     - 1983     MONUMENTED       FLDT
 AS0933  HISTORY     - 1986     GOOD             FLDNR
 AS0933
 AS0933                          STATION DESCRIPTION
 AS0933
 AS0933'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0933'13.9 MI SW FROM PORT ST JOE.
 AS0933'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0933'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0933'COUNTY ROAD C-30E, GO 4.6 MILES WEST AND NORTH ON C-30E TO THE MARK.
 AS0933'THE MARK BEARS 60 FEET WEST-SOUTHWEST OF THE CENTERLINE OF C-30E, 211
 AS0933'FEET NORTHWEST OF THE CENTERLINE OF A DRIVEWAY LEADING SOUTHWEST, 73
 AS0933'FEET SOUTH-SOUTHEAST OF TELEPHONE JUNCTION BOX B23, AND 4.2 FEET
 AS0933'EAST-NORTHEAST OF A WITNESS POST.
 AS0933'THE MARK IS 6 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9606 ***********************************************************************
 DR9606  DESIGNATION -  51 83 B 29 REF MK 1
 DR9606  PID         -  DR9606
 DR9606  STATE/COUNTY-  FL/GULF
 DR9606  COUNTRY     -  US
 DR9606  USGS QUAD   -  CAPE SAN BLAS (2018)
 DR9606
 DR9606                         *CURRENT SURVEY CONTROL
 DR9606  ______________________________________________________________________
 DR9606* NAD 83(1986) POSITION- 29 41 16.75   (N) 085 22 16.33   (W)   HD_HELD1
 DR9606* NAVD 88 ORTHO HEIGHT -     2.210 (meters)        7.25  (feet) ADJUSTED
 DR9606  ______________________________________________________________________
 DR9606  GEOID HEIGHT    -        -27.088 (meters)                     GEOID18
 DR9606  DYNAMIC HEIGHT  -          2.207 (meters)        7.24  (feet) COMP
 DR9606  MODELED GRAVITY -    979,291.6   (mgal)                       NAVD 88
 DR9606
 DR9606  VERT ORDER      -  SECOND    CLASS I
 DR9606
 DR9606.The horizontal coordinates were determined by differentially corrected
 DR9606.hand held GPS observations or other comparable positioning techniques
 DR9606.and have an estimated accuracy of +/- 3 meters.
 DR9606
 DR9606.The orthometric height was determined by differential leveling and
 DR9606.adjusted by the NATIONAL GEODETIC SURVEY
 DR9606.in April 2024.
 DR9606
 DR9606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9606.GEOID18 height accuracy estimate available here.
 DR9606
 DR9606.Click photographs - Photos may exist for this station.
 DR9606
 DR9606.The dynamic height is computed by dividing the NAVD 88
 DR9606.geopotential number by the normal gravity value computed on the
 DR9606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9606.degrees latitude (g = 980.6199 gals.).
 DR9606
 DR9606.The modeled gravity was interpolated from observed gravity values.
 DR9606
 DR9606;                    North         East    Units  Estimated Accuracy
 DR9606;SPC FL N     -    76,583.9     515,681.4     MT  (+/- 3 meters HH1 GPS) 
 DR9606
 DR9606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT5759385322(NAD 83)
 DR9606
 DR9606                          SUPERSEDED SURVEY CONTROL
 DR9606
 DR9606.No superseded survey control is available for this station.
 DR9606
 DR9606_MARKER: DR = REFERENCE MARK DISK
 DR9606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DR9606_STAMPING: 51 83 B 29 REF MK 1
 DR9606_MARK LOGO: FLDNR
 DR9606_PROJECTION: RECESSED 10 CENTIMETERS
 DR9606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR9606+STABILITY: SURFACE MOTION
 DR9606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9606+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2023
 DR9606
 DR9606  HISTORY     - Date     Condition        Report By
 DR9606  HISTORY     - 19830101 MONUMENTED       FLDNR
 DR9606  HISTORY     - 20231219 GOOD             FLDEP
 DR9606
 DR9606                          STATION DESCRIPTION
 DR9606
 DR9606'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9606'THE MARK IS LOCATED IN CAPE SAN BLAS, 9.5 MI (15.3 KM) SOUTHWEST OF
 DR9606'PORT SAINT JOE, 4.39 MI (7.06 KM) SOUTHWEST OF CONCH ISLAND IN SAINT
 DR9606'JOSEPH BAY, 12.9 MI (20.8 KM) SOUTH OF SAINT JOSEPH POINT, 20.9 MI
 DR9606'(33.6 KM) WEST OF THE APALACHICOLA MUNICIPAL AIRPORT.
 DR9606'
 DR9606'TO REACH MARK FROM THE INTERSECTION U.S. HIGHWAY 98 AND COUNTY ROAD
 DR9606'C-30, GO 6.9 ALONG C-30 TO COUNTY ROAD C-30E, GO 4.5 MI (7.2 KM) WEST
 DR9606'AND NORTH ON C-30E TO THE MARK ON THE RIGHT.
 DR9606'
 DR9606'LOCATED 95.1 FT (29.0 M) SOUTHEAST OF THE WOODEN POWER POLE #6376658,
 DR9606'51.4 FT (15.7 M) NORTHWEST OF WOODEN POLE #8348010, WITH SHORT WOODEN
 DR9606'UTILITY POLE BESIDE IT, 43.6 FT (13.3 M) NORTHEAST OF THE APPROXIMATE
 DR9606'CENTERLINE OF CAPE SAN BLASS ROAD AND 1.5 FT (0.5 M) WEST OF A
 DR9606'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0931 ***********************************************************************
 AS0931  DESIGNATION -  51 83 B 30
 AS0931  PID         -  AS0931
 AS0931  STATE/COUNTY-  FL/GULF
 AS0931  COUNTRY     -  US
 AS0931  USGS QUAD   -  CAPE SAN BLAS (2018)
 AS0931
 AS0931                         *CURRENT SURVEY CONTROL
 AS0931  ______________________________________________________________________
 AS0931* NAD 83(1986) POSITION- 29 41 04.67   (N) 085 22 03.28   (W)   HD_HELD1
 AS0931* NAVD 88 ORTHO HEIGHT -     3.120 (meters)       10.24  (feet) ADJUSTED
 AS0931  ______________________________________________________________________
 AS0931  GEOID HEIGHT    -        -27.085 (meters)                     GEOID18
 AS0931  DYNAMIC HEIGHT  -          3.115 (meters)       10.22  (feet) COMP
 AS0931  MODELED GRAVITY -    979,291.4   (mgal)                       NAVD 88
 AS0931
 AS0931  VERT ORDER      -  SECOND    CLASS I
 AS0931
 AS0931.The horizontal coordinates were determined by differentially corrected
 AS0931.hand held GPS observations or other comparable positioning techniques
 AS0931.and have an estimated accuracy of +/- 3 meters.
 AS0931
 AS0931.The orthometric height was determined by differential leveling and
 AS0931.adjusted by the NATIONAL GEODETIC SURVEY
 AS0931.in April 2024.
 AS0931
 AS0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0931.GEOID18 height accuracy estimate available here.
 AS0931
 AS0931.Click photographs - Photos may exist for this station.
 AS0931
 AS0931.The dynamic height is computed by dividing the NAVD 88
 AS0931.geopotential number by the normal gravity value computed on the
 AS0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0931.degrees latitude (g = 980.6199 gals.).
 AS0931
 AS0931.The modeled gravity was interpolated from observed gravity values.
 AS0931
 AS0931;                    North         East    Units  Estimated Accuracy
 AS0931;SPC FL N     -    76,209.3     516,029.4     MT  (+/- 3 meters HH1 GPS) 
 AS0931
 AS0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT5794984955(NAD 83)
 AS0931
 AS0931                          SUPERSEDED SURVEY CONTROL
 AS0931
 AS0931  NAVD 88 (09/06/96)    3.123  (m)           10.25   (f) SUPERSEDED  1 2
 AS0931
 AS0931.Superseded values are not recommended for survey control.
 AS0931
 AS0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0931.See file dsdata.pdf to determine how the superseded data were derived.
 AS0931
 AS0931_MARKER: DD = SURVEY DISK
 AS0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0931_STAMPING: 51 83 B 30
 AS0931_MARK LOGO: FLDNR
 AS0931_PROJECTION: RECESSED 13 CENTIMETERS
 AS0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0931+STABILITY: SURFACE MOTION
 AS0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0931+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2023
 AS0931
 AS0931  HISTORY     - Date     Condition        Report By
 AS0931  HISTORY     - 1983     MONUMENTED       FLDT
 AS0931  HISTORY     - 1986     GOOD             FLDNR
 AS0931  HISTORY     - 20120516 GOOD             FLDT
 AS0931  HISTORY     - 20170811 GOOD             FLDEP
 AS0931  HISTORY     - 20231219 GOOD             FLDEP
 AS0931
 AS0931                          STATION DESCRIPTION
 AS0931
 AS0931'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0931'13.6 MI SW FROM PORT ST JOE.
 AS0931'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0931'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0931'COUNTY ROAD C-30E, GO 4.3 MILES WEST AND NORTH ON C-30E TO THE MARK.
 AS0931'THE MARK BEARS 52 FEET EAST-NORTHEAST OF THE CENTERLINE OF C-30E,
 AS0931'11.8 FEET NORTHWEST OF A 6-INCH DIAMETER PINE TREE, 129 FEET
 AS0931'SOUTHEAST OF POWER POLE 57Y2884R, 2 FEET EAST-SOUTHEAST OF A
 AS0931'HURRICANE FENCE, AND 2.8 FEET WEST-SOUTHWEST OF A WITNESS POST.  THE
 AS0931'MARK SHOULD BE ADDED TO TIDE STATION 872 8949.
 AS0931'THE MARK IS 5 FT ABOVE ROAD.
 AS0931
 AS0931                          STATION RECOVERY (2012)
 AS0931
 AS0931'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2012 (KAF)
 AS0931'RECOVERED AS DESCRIBED
 AS0931
 AS0931                          STATION RECOVERY (2017)
 AS0931
 AS0931'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (MAH)
 AS0931'RECOVERED AS DESCRIBED.
 AS0931
 AS0931                          STATION RECOVERY (2023)
 AS0931
 AS0931'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 AS0931'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0927 ***********************************************************************
 AS0927  DESIGNATION -  51 83 B 31
 AS0927  PID         -  AS0927
 AS0927  STATE/COUNTY-  FL/GULF
 AS0927  COUNTRY     -  US
 AS0927  USGS QUAD   -  CAPE SAN BLAS (2018)
 AS0927
 AS0927                         *CURRENT SURVEY CONTROL
 AS0927  ______________________________________________________________________
 AS0927* NAD 83(1986) POSITION- 29 40 39.     (N) 085 21 55.     (W)   SCALED
 AS0927* NAVD 88 ORTHO HEIGHT -     2.915 (meters)        9.56  (feet) ADJUSTED
 AS0927  ______________________________________________________________________
 AS0927  GEOID HEIGHT    -        -27.076 (meters)                     GEOID18
 AS0927  DYNAMIC HEIGHT  -          2.911 (meters)        9.55  (feet) COMP
 AS0927  MODELED GRAVITY -    979,290.9   (mgal)                       NAVD 88
 AS0927
 AS0927  VERT ORDER      -  SECOND    CLASS I
 AS0927
 AS0927.The horizontal coordinates were scaled from a map and have
 AS0927.an estimated accuracy of +/- 6 seconds.
 AS0927
 AS0927.The orthometric height was determined by differential leveling and
 AS0927.adjusted by the NATIONAL GEODETIC SURVEY
 AS0927.in September 1996.
 AS0927
 AS0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0927.GEOID18 height accuracy estimate available here.
 AS0927
 AS0927.Click photographs - Photos may exist for this station.
 AS0927
 AS0927.The dynamic height is computed by dividing the NAVD 88
 AS0927.geopotential number by the normal gravity value computed on the
 AS0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0927.degrees latitude (g = 980.6199 gals.).
 AS0927
 AS0927.The modeled gravity was interpolated from observed gravity values.
 AS0927
 AS0927;                    North         East    Units  Estimated Accuracy
 AS0927;SPC FL N     -    75,420.      516,250.      MT  (+/- 180 meters Scaled)
 AS0927
 AS0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT581841(NAD 83)
 AS0927
 AS0927                          SUPERSEDED SURVEY CONTROL
 AS0927
 AS0927.No superseded survey control is available for this station.
 AS0927
 AS0927_STAMPING: 51 83 B31
 AS0927_MARK LOGO: FLDNR
 AS0927_PROJECTION: RECESSED 8 CENTIMETERS
 AS0927
 AS0927  HISTORY     - Date     Condition        Report By
 AS0927  HISTORY     - 1983     MONUMENTED       FLDT
 AS0927  HISTORY     - 1986     GOOD             FLDNR
 AS0927  HISTORY     - 20170822 MARK NOT FOUND   FLDEP
 AS0927
 AS0927                          STATION DESCRIPTION
 AS0927
 AS0927'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0927'13.1 MI SW FROM PORT ST JOE.
 AS0927'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0927'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0927'COUNTY ROAD C-30E, GO 3.8 MILES WEST AND NORTH ON C-30E TO THE MARK.
 AS0927'THE MARK BEARS 63.8 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD, 62
 AS0927'FEET SOUTHEAST OF THE CENTERLINE OF A SAND DRIVE TO THE BEACH, 19.3
 AS0927'FEET SOUTHWEST OF A GUY POLE, AND 5.6 FEET NORTHEAST OF A WITNESS
 AS0927'POST.
 AS0927'THE MARK IS 4 FT ABOVE HIGHWAY.
 AS0927
 AS0927                          STATION RECOVERY (2017)
 AS0927
 AS0927'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (MAH)
 AS0927'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0926 ***********************************************************************
 AS0926  DESIGNATION -  51 83 B 31 C
 AS0926  PID         -  AS0926
 AS0926  STATE/COUNTY-  FL/GULF
 AS0926  COUNTRY     -  US
 AS0926  USGS QUAD   -  CAPE SAN BLAS (2018)
 AS0926
 AS0926                         *CURRENT SURVEY CONTROL
 AS0926  ______________________________________________________________________
 AS0926* NAD 83(1986) POSITION- 29 40 24.     (N) 085 21 08.     (W)   SCALED
 AS0926* NAVD 88 ORTHO HEIGHT -     1.949 (meters)        6.39  (feet) ADJUSTED
 AS0926  ______________________________________________________________________
 AS0926  GEOID HEIGHT    -        -27.076 (meters)                     GEOID18
 AS0926  DYNAMIC HEIGHT  -          1.947 (meters)        6.39  (feet) COMP
 AS0926  MODELED GRAVITY -    979,291.1   (mgal)                       NAVD 88
 AS0926
 AS0926  VERT ORDER      -  SECOND    CLASS I
 AS0926
 AS0926.The horizontal coordinates were scaled from a map and have
 AS0926.an estimated accuracy of +/- 6 seconds.
 AS0926
 AS0926.The orthometric height was determined by differential leveling and
 AS0926.adjusted by the NATIONAL GEODETIC SURVEY
 AS0926.in September 1996.
 AS0926
 AS0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0926.GEOID18 height accuracy estimate available here.
 AS0926
 AS0926.Click photographs - Photos may exist for this station.
 AS0926
 AS0926.The dynamic height is computed by dividing the NAVD 88
 AS0926.geopotential number by the normal gravity value computed on the
 AS0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0926.degrees latitude (g = 980.6199 gals.).
 AS0926
 AS0926.The modeled gravity was interpolated from observed gravity values.
 AS0926
 AS0926;                    North         East    Units  Estimated Accuracy
 AS0926;SPC FL N     -    74,950.      517,510.      MT  (+/- 180 meters Scaled)
 AS0926
 AS0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT594837(NAD 83)
 AS0926
 AS0926                          SUPERSEDED SURVEY CONTROL
 AS0926
 AS0926.No superseded survey control is available for this station.
 AS0926
 AS0926_STAMPING: 51 83 B31C
 AS0926_MARK LOGO: FLDNR
 AS0926_PROJECTION: RECESSED 3 CENTIMETERS
 AS0926
 AS0926  HISTORY     - Date     Condition        Report By
 AS0926  HISTORY     - 1983     MONUMENTED       FLDT
 AS0926  HISTORY     - 1986     GOOD             FLDNR
 AS0926  HISTORY     - 20170811 MARK NOT FOUND   FLDEP
 AS0926
 AS0926                          STATION DESCRIPTION
 AS0926
 AS0926'DESCRIBED BY FL DEPT OF NAT RES 1986
 AS0926'12.2 MI SW FROM PORT ST JOE.
 AS0926'BEGIN AT THE PORT ST. JOE POST OFFICE, GO 2.4 MILES SOUTHEAST ON
 AS0926'U.S. HIGHWAY 98 TO COUNTY ROAD C-30, GO 6.9 MILES SOUTH ON C-30 TO
 AS0926'COUNTY ROAD C-30E, GO 2.9 MILES WEST ON C-30E TO THE MARK.  THE MARK
 AS0926'BEARS 0.1 MILE NORTHWEST OF THE ROAD TO THE CAPE SAN BLAS LIGHTHOUSE,
 AS0926'28 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF C-30E, 93.4 FEET
 AS0926'NORTHWEST OF A GUY POLE, 111 FEET WEST-SOUTHWEST OF POWER POLE
 AS0926'57Y2852R, AND 18.5 FEET NORTH-NORTHEAST OF A WITNESS POST.
 AS0926'THE MARK IS 1 FT BELOW HIGHWAY.
 AS0926
 AS0926                          STATION RECOVERY (2017)
 AS0926
 AS0926'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (MAH)
 AS0926'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0522 ***********************************************************************
 AS0522  DESIGNATION -  51 83 B42
 AS0522  PID         -  AS0522
 AS0522  STATE/COUNTY-  FL/GULF
 AS0522  COUNTRY     -  US
 AS0522  USGS QUAD   -  INDIAN PASS (2018)
 AS0522
 AS0522                         *CURRENT SURVEY CONTROL
 AS0522  ______________________________________________________________________
 AS0522* NAD 83(1986) POSITION- 29 40 51.     (N) 085 14 08.     (W)   SCALED
 AS0522* NAVD 88 ORTHO HEIGHT -     2.014 (meters)        6.61  (feet) ADJUSTED
 AS0522  ______________________________________________________________________
 AS0522  GEOID HEIGHT    -        -27.110 (meters)                     GEOID18
 AS0522  DYNAMIC HEIGHT  -          2.011 (meters)        6.60  (feet) COMP
 AS0522  MODELED GRAVITY -    979,295.2   (mgal)                       NAVD 88
 AS0522
 AS0522  VERT ORDER      -  SECOND    CLASS I
 AS0522
 AS0522.The horizontal coordinates were scaled from a map and have
 AS0522.an estimated accuracy of +/- 6 seconds.
 AS0522
 AS0522.The orthometric height was determined by differential leveling and
 AS0522.adjusted by the NATIONAL GEODETIC SURVEY
 AS0522.in June 1991.
 AS0522
 AS0522.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0522.GEOID18 height accuracy estimate available here.
 AS0522
 AS0522.Click photographs - Photos may exist for this station.
 AS0522
 AS0522.The dynamic height is computed by dividing the NAVD 88
 AS0522.geopotential number by the normal gravity value computed on the
 AS0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0522.degrees latitude (g = 980.6199 gals.).
 AS0522
 AS0522.The modeled gravity was interpolated from observed gravity values.
 AS0522
 AS0522;                    North         East    Units  Estimated Accuracy
 AS0522;SPC FL N     -    75,700.      528,810.      MT  (+/- 180 meters Scaled)
 AS0522
 AS0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT707847(NAD 83)
 AS0522
 AS0522                          SUPERSEDED SURVEY CONTROL
 AS0522
 AS0522.No superseded survey control is available for this station.
 AS0522
 AS0522_MARKER: DB = BENCH MARK DISK
 AS0522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0522_STAMPING: 51 83 B42
 AS0522_MARK LOGO: FLDNR
 AS0522_PROJECTION: RECESSED 15 CENTIMETERS
 AS0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0522+STABILITY: SURFACE MOTION
 AS0522
 AS0522  HISTORY     - Date     Condition        Report By
 AS0522  HISTORY     - 1983     MONUMENTED       FLDT
 AS0522  HISTORY     - 1987     GOOD             FLDNR
 AS0522  HISTORY     - 19970409 GOOD             USPSQD
 AS0522
 AS0522                          STATION DESCRIPTION
 AS0522
 AS0522'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0522'15.4 MI WSW FROM APALACHICOLA.
 AS0522'BEGIN AT THE JUNCTION OF COUTNY ROAD C-30 AND COUTNY ROAD C-30 B AT
 AS0522'INDIAN PASS, GO 2.0 MILES SOUTH AND EAST ALONG COUNTY ROAD C-30 B TO
 AS0522'THE MARK.  THE MARK BEARS 16.7 FEET NORTH OF THE CENTERLINE OF COUNTY
 AS0522'ROAD C-30 B, 2.0 FEET WEST OF THE EXTENDED CENTERLINE OF A
 AS0522'NORTH-SOUTH ROAD, 44.1 FEET EAST-SOUTHEAST OF 51 83 B42 REF MK 1 AND
 AS0522'68.6 FEET NORTH-NORTHEAST OF K 339 1977.  THE MARK IS LOCATED ON
 AS0522'INDIAN PENINSULA.
 AS0522'THE MARK IS 12 FT  S FROM A WITNESS POST.
 AS0522'THE MARK IS 1 FT BELOW ROAD.
 AS0522
 AS0522                          STATION RECOVERY (1997)
 AS0522
 AS0522'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0522'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0523 ***********************************************************************
 AS0523  DESIGNATION -  51 83 B44 RM 1
 AS0523  PID         -  AS0523
 AS0523  STATE/COUNTY-  FL/GULF
 AS0523  COUNTRY     -  US
 AS0523  USGS QUAD   -  INDIAN PASS (2018)
 AS0523
 AS0523                         *CURRENT SURVEY CONTROL
 AS0523  ______________________________________________________________________
 AS0523* NAD 83(1986) POSITION- 29 41 01.     (N) 085 13 17.     (W)   SCALED
 AS0523* NAVD 88 ORTHO HEIGHT -     1.036 (meters)        3.40  (feet) ADJUSTED
 AS0523  ______________________________________________________________________
 AS0523  GEOID HEIGHT    -        -27.113 (meters)                     GEOID18
 AS0523  DYNAMIC HEIGHT  -          1.035 (meters)        3.40  (feet) COMP
 AS0523  MODELED GRAVITY -    979,295.8   (mgal)                       NAVD 88
 AS0523
 AS0523  VERT ORDER      -  SECOND    CLASS I
 AS0523
 AS0523.The horizontal coordinates were scaled from a map and have
 AS0523.an estimated accuracy of +/- 6 seconds.
 AS0523
 AS0523.The orthometric height was determined by differential leveling and
 AS0523.adjusted by the NATIONAL GEODETIC SURVEY
 AS0523.in June 1991.
 AS0523
 AS0523.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0523.GEOID18 height accuracy estimate available here.
 AS0523
 AS0523.Click photographs - Photos may exist for this station.
 AS0523
 AS0523.The dynamic height is computed by dividing the NAVD 88
 AS0523.geopotential number by the normal gravity value computed on the
 AS0523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0523.degrees latitude (g = 980.6199 gals.).
 AS0523
 AS0523.The modeled gravity was interpolated from observed gravity values.
 AS0523
 AS0523;                    North         East    Units  Estimated Accuracy
 AS0523;SPC FL N     -    76,000.      530,180.      MT  (+/- 180 meters Scaled)
 AS0523
 AS0523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT720850(NAD 83)
 AS0523
 AS0523                          SUPERSEDED SURVEY CONTROL
 AS0523
 AS0523.No superseded survey control is available for this station.
 AS0523
 AS0523_MARKER: DB = BENCH MARK DISK
 AS0523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AS0523_SP_SET: BOAT RAMP BULKHEAD
 AS0523_STAMPING: 51 83 B44 REF MK 1
 AS0523_MARK LOGO: FLDNR
 AS0523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AS0523+STABILITY: SURFACE MOTION
 AS0523
 AS0523  HISTORY     - Date     Condition        Report By
 AS0523  HISTORY     - 1983     MONUMENTED       FLDT
 AS0523  HISTORY     - 1987     GOOD             FLDNR
 AS0523  HISTORY     - 19970409 MARK NOT FOUND   USPSQD
 AS0523
 AS0523                          STATION DESCRIPTION
 AS0523
 AS0523'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0523'14.5 MI WSW FROM APALACHICOLA.
 AS0523'BEGIN AT INDIAN PASS, GO 3.05 MILES SOUTH AND EAST ALONG COUNTY ROAD
 AS0523'C-30 B TO ITS END AND THE MARK.  THE MARK IS LOCATED AT INDIAN PASS
 AS0523'INLET ON INDIAN PENINSULA.  THE MARK IS SET IN THE TOP OF THE WEST
 AS0523'CORNER OF THE BULKHEAD FOR THE BOAT RAMP.  THE MARK BEARS 5.0 FEET
 AS0523'SOUTHEAST OF THE NORTHWEST END OF THE BULKHEAD, AND 16.0 FEET
 AS0523'SOUTHEAST OF THE CENTERLINE OF THE BOAT RAMP, AND ABOUT 0.7 FOOT
 AS0523'ABOVE THE BOAT RAMP.
 AS0523
 AS0523                          STATION RECOVERY (1997)
 AS0523
 AS0523'RECOVERY NOTE BY US POWER SQUADRON 1997
 AS0523'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6647 ***********************************************************************
 DE6647  DESIGNATION -  51 CMP
 DE6647  PID         -  DE6647
 DE6647  STATE/COUNTY-  FL/UNION
 DE6647  COUNTRY     -  US
 DE6647  USGS QUAD   -  RAIFORD (2018)
 DE6647
 DE6647                         *CURRENT SURVEY CONTROL
 DE6647  ______________________________________________________________________
 DE6647* NAD 83(1986) POSITION- 30 06 58.     (N) 082 12 14.     (W)   SCALED
 DE6647* NAVD 88 ORTHO HEIGHT -    43.676 (meters)      143.29  (feet) ADJUSTED
 DE6647  ______________________________________________________________________
 DE6647  GEOID HEIGHT    -        -28.186 (meters)                     GEOID18
 DE6647  DYNAMIC HEIGHT  -         43.618 (meters)      143.10  (feet) COMP
 DE6647  MODELED GRAVITY -    979,316.6   (mgal)                       NAVD 88
 DE6647
 DE6647  VERT ORDER      -  SECOND    CLASS I
 DE6647
 DE6647.The horizontal coordinates were scaled from a map and have
 DE6647.an estimated accuracy of +/- 6 seconds.
 DE6647
 DE6647.The orthometric height was determined by differential leveling and
 DE6647.adjusted by the NATIONAL GEODETIC SURVEY
 DE6647.in July 2004.
 DE6647
 DE6647.No vertical observational check was made to the station.
 DE6647
 DE6647.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6647.GEOID18 height accuracy estimate available here.
 DE6647
 DE6647.Click photographs - Photos may exist for this station.
 DE6647
 DE6647.The dynamic height is computed by dividing the NAVD 88
 DE6647.geopotential number by the normal gravity value computed on the
 DE6647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6647.degrees latitude (g = 980.6199 gals.).
 DE6647
 DE6647.The modeled gravity was interpolated from observed gravity values.
 DE6647
 DE6647;                    North         East    Units  Estimated Accuracy
 DE6647;SPC FL N     -   125,950.      821,260.      MT  (+/- 180 meters Scaled)
 DE6647
 DE6647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP840322(NAD 83)
 DE6647
 DE6647                          SUPERSEDED SURVEY CONTROL
 DE6647
 DE6647.No superseded survey control is available for this station.
 DE6647
 DE6647_MARKER: DB = BENCH MARK DISK
 DE6647_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE6647_STAMPING: 51 CMP 1970
 DE6647_MARK LOGO: USGS
 DE6647_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6647+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1992
 DE6647
 DE6647  HISTORY     - Date     Condition        Report By
 DE6647  HISTORY     - 1970     MONUMENTED       USGS
 DE6647  HISTORY     - 19920208 GOOD             NGS
 DE6647
 DE6647                          STATION DESCRIPTION
 DE6647
 DE6647'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 DE6647'THE MARK IS ABOUT 4.8 MI (7.7 KM) NORTHEAST OF RAIFORD IN SECTION 28,
 DE6647'T 4 S, R 21 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 121
 DE6647'AND COUNTY ROAD CR-125 NORTHEAST OF RAIFORD, GO SOUTHEAST ON COUNTY
 DE6647'ROAD CR-125 FOR 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT, SET IN THE
 DE6647'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.
 DE6647'LOCATED 38.5 FT (11.7 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 DE6647'CR-125, 18.0 FT (5.5 M) WEST OF A CHAIN LINK FENCE, 9.5 FT (2.9 M)
 DE6647'WEST OF THE APPROXIMATE CENTERLINE OF A PRIVATE DRIVEWAY, 3.0 FT (0.9
 DE6647'M) NORTHWEST OF THE FENCE CORNER AND 1.3 FT (0.4 M) SOUTH OF A METAL
 DE6647'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7654 ***********************************************************************
 AD7654  DESIGNATION -  51 EEB USGS 1956
 AD7654  PID         -  AD7654
 AD7654  STATE/COUNTY-  FL/HENDRY
 AD7654  COUNTRY     -  US
 AD7654  USGS QUAD   -  ALVA SE (2018)
 AD7654
 AD7654                         *CURRENT SURVEY CONTROL
 AD7654  ______________________________________________________________________
 AD7654* NAD 83(1990) POSITION- 26 36 02.41244(N) 081 31 03.21094(W)   ADJUSTED
 AD7654* NAVD 88 ORTHO HEIGHT -     8.61  (+/-2cm)       28.2   (feet) VERTCON3
 AD7654  ______________________________________________________________________
 AD7654  GEOID HEIGHT    -        -24.459 (meters)                     GEOID18
 AD7654  LAPLACE CORR    -          0.05  (seconds)                    DEFLEC18
 AD7654  HORZ ORDER      -  SECOND
 AD7654  VERT ORDER      -  THIRD ? (See Below)
 AD7654
 AD7654.The horizontal coordinates were established by classical geodetic methods
 AD7654.and adjusted by the National Geodetic Survey in May 1991.
 AD7654
 AD7654.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD7654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD7654
 AD7654.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7654.GEOID18 height accuracy estimate available here.
 AD7654
 AD7654.The vertical order pertains to the NGVD 29 superseded value.
 AD7654
 AD7654.Click photographs - Photos may exist for this station.
 AD7654
 AD7654.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD7654
 AD7654. The following values were computed from the NAD 83(1990) position.
 AD7654
 AD7654;                    North         East     Units Scale Factor Converg.
 AD7654;SPC FL E     -   251,264.999   148,452.181   MT  0.99997397   -0 13 54.3
 AD7654;SPC FL E     -   824,358.58    487,046.86   sFT  0.99997397   -0 13 54.3
 AD7654;SPC FL W     -   251,251.331   248,050.165   MT  0.99996967   +0 12 57.7
 AD7654;SPC FL W     -   824,313.74    813,811.25   sFT  0.99996967   +0 12 57.7
 AD7654;UTM  17      - 2,942,311.250   448,469.768   MT  0.99963278   -0 13 54.3
 AD7654
 AD7654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7654!SPC FL E     -   1.00000249  x   0.99997397  =   0.99997646
 AD7654!SPC FL W     -   1.00000249  x   0.99996967  =   0.99997216
 AD7654!UTM  17      -   1.00000249  x   0.99963278  =   0.99963527
 AD7654
 AD7654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK4846942311(NAD 83)
 AD7654
 AD7654                          SUPERSEDED SURVEY CONTROL
 AD7654
 AD7654  NAD 83(1986)-  26 36 02.41253(N)    081 31 03.22479(W) AD(       ) 2
 AD7654  NAD 27      -  26 36 01.15212(N)    081 31 03.93843(W) AD(       ) 2
 AD7654  NGVD 29               9.00   (m)           29.5    (f) LEVELING    3  
 AD7654
 AD7654.Superseded values are not recommended for survey control.
 AD7654
 AD7654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7654.See file dsdata.pdf to determine how the superseded data were derived.
 AD7654
 AD7654_MARKER: DB = BENCH MARK DISK
 AD7654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7654+STABILITY: SURFACE MOTION
 AD7654
 AD7654  HISTORY     - Date     Condition        Report By
 AD7654  HISTORY     - 1956     MONUMENTED       USGS
 AD7654
 AD7654                          STATION DESCRIPTION
 AD7654
 AD7654'DESCRIBED BY US GEOLOGICAL SURVEY 1956 (RHT)
 AD7654'THE STATION IS LOCATED ABOUT 13 MILES SOUTH SOUTHEAST OF LA BELLE
 AD7654'AND ABOUT 14 MILES NORTH NORTHWEST OF IMMOKALEE.  IT IS 1 FOOT
 AD7654'SOUTH OF A FENCE AND 40 FEET EAST OF A FENCE CORNER.  THE DISK IS
 AD7654'A STANDARD USGS BENCH MARK SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 AD7654'POST THAT PROJECTS ABOUT 2 INCHES AND IS STAMPED 51 EEB
 AD7654'1952.  TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION
 AD7654'TOWNSEND AND THE DISTANCE IS 78.05 FEET 23.791 METERS.
 AD7654'
 AD7654'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 29 AND 80
 AD7654'IN LA BELLE AT THE NORTHWEST CORNER OF COURTHOUSE, GO SOUTH ON
 AD7654'STATE HIGHWAY 29 FOR 11.65 MILES TO A SIDE ROAD RIGHT, THIS IS
 AD7654'JUST SOUTH OF A CONCRETE BRIDGE.  TURN RIGHT AND GO WEST ON A
 AD7654'GRADED ROAD FOR 2.85 MILES TO A DIM TRACK ROAD ON RIGHT, THIS IS
 AD7654'JUST BEFORE THE MAIN ROAD TURNS AND GOES SOUTH.  TURN RIGHT ON
 AD7654'DIM TRACK ROAD AND GO NORTH FOR 0.15 MILE TO A SAND ROAD.  TURN
 AD7654'LEFT ON SAND ROAD AND GO WESTERLY FOR 1.1 MILES TO GATE, AND
 AD7654'CORRAL ON THE LEFT ABOUT 100 YARDS.  CONTINUE WESTERLY ON TRACK
 AD7654'ROAD FOR 0.7 MILE TO A WINDMILL ON RIGHT, CONTINUE WESTERLY AND
 AD7654'THEN NORTHERLY ON TRACK ROAD FOR 0.8 MILE TO A CATTLE
 AD7654'FEEDER ON RIGHT AND AZIMUTH MARK.  FROM HERE PICK WAY NORTHERLY
 AD7654'AND THEN WESTERLY FOR 0.25 MILE TO STATION AND THE NORTHWEST
 AD7654'CORNER OF PASTURE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5121 ***********************************************************************
 AB5121  DESIGNATION -  51 JAS
 AB5121  PID         -  AB5121
 AB5121  STATE/COUNTY-  FL/MARION
 AB5121  COUNTRY     -  US
 AB5121  USGS QUAD   -  LAKE WEIR (2018)
 AB5121
 AB5121                         *CURRENT SURVEY CONTROL
 AB5121  ______________________________________________________________________
 AB5121* NAD 83(1986) POSITION- 29 03 33.96   (N) 081 54 49.78   (W)   HD_HELD1
 AB5121* NAVD 88 ORTHO HEIGHT -    29.487 (meters)       96.74  (feet) ADJUSTED
 AB5121  ______________________________________________________________________
 AB5121  GEOID HEIGHT    -        -27.955 (meters)                     GEOID18
 AB5121  DYNAMIC HEIGHT  -         29.445 (meters)       96.60  (feet) COMP
 AB5121  MODELED GRAVITY -    979,227.0   (mgal)                       NAVD 88
 AB5121
 AB5121  VERT ORDER      -  SECOND    CLASS I
 AB5121
 AB5121.The horizontal coordinates were determined by differentially corrected
 AB5121.hand held GPS observations or other comparable positioning techniques
 AB5121.and have an estimated accuracy of +/- 3 meters.
 AB5121
 AB5121.The orthometric height was determined by differential leveling and
 AB5121.adjusted by the NATIONAL GEODETIC SURVEY
 AB5121.in September 1996.
 AB5121
 AB5121.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5121.GEOID18 height accuracy estimate available here.
 AB5121
 AB5121.Click photographs - Photos may exist for this station.
 AB5121
 AB5121.The dynamic height is computed by dividing the NAVD 88
 AB5121.geopotential number by the normal gravity value computed on the
 AB5121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5121.degrees latitude (g = 980.6199 gals.).
 AB5121
 AB5121.The modeled gravity was interpolated from observed gravity values.
 AB5121
 AB5121;                    North         East    Units  Estimated Accuracy
 AB5121;SPC FL W     -   523,620.1     208,391.2     MT  (+/- 3 meters HH1 GPS) 
 AB5121
 AB5121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN1104214914(NAD 83)
 AB5121
 AB5121                          SUPERSEDED SURVEY CONTROL
 AB5121
 AB5121.No superseded survey control is available for this station.
 AB5121
 AB5121_MARKER: DB = BENCH MARK DISK
 AB5121_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5121_SP_SET: CULVERT HEADWALL
 AB5121_STAMPING: 98 51 JAS 1966
 AB5121_MARK LOGO: USGS
 AB5121_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5121+STABILITY: SURFACE MOTION
 AB5121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5121+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2004
 AB5121
 AB5121  HISTORY     - Date     Condition        Report By
 AB5121  HISTORY     - 1966     MONUMENTED       USGS
 AB5121  HISTORY     - 19931228 GOOD             FLDEP
 AB5121  HISTORY     - 20030709 GOOD             FLDEP
 AB5121  HISTORY     - 20040731 GOOD             USPSQD
 AB5121
 AB5121                          STATION DESCRIPTION
 AB5121
 AB5121'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AB5121'THE MARK IS ABOUT 14.1 MI (22.7 KM) SOUTHEAST OF SILVER SPRINGS, 1.4
 AB5121'MI (2.3 KM) NORTHEAST OF OKLAWAHA, 2.5 MI (4.0 KM) SOUTHWEST OF MOSS
 AB5121'BLUFF IN SECTION 33, TOWNSHIP 16 SOUTH, RANGE 24 EAST.  TO REACH THE
 AB5121'MARK FROM THE T-JUNCTION OF COUNTY ROAD 25 AND COUNTY ROAD 464C IN
 AB5121'OKLAWAHA, GO NORTH ON COUNTY ROAD 464C FOR 1.75 MI (2.82 KM) TO THE
 AB5121'MARK ON THE LEFT, SET IN TOP OF THE HEADWALL OF A CONCRETE BOX CULVERT
 AB5121'LEVEL WITH COUNTY ROAD 464C.  LOCATED 16.4 FT (5.0 M) SOUTH OF THE
 AB5121'APPROXIMATE CENTERLINE OF COUNTY ROAD 464C, 3.7 FT (1.1 M) SOUTHWEST
 AB5121'OF THE NORTHEAST END OF THE HEADWALL AND 0.8 FT (24.4 CM) NORTHEAST OF
 AB5121'THE SOUTHWEST END OF THE HEADWALL.
 AB5121
 AB5121                          STATION RECOVERY (2003)
 AB5121
 AB5121'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AB5121'RECOVERED AS DESCRIBED. NOT LEVELED TO THIS DATE OCT 21, 2003.
 AB5121
 AB5121                          STATION RECOVERY (2004)
 AB5121
 AB5121'RECOVERY NOTE BY US POWER SQUADRON 2004 (LTL)
 AB5121'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0151 ***********************************************************************
 BE0151  DESIGNATION -  51 WSM
 BE0151  PID         -  BE0151
 BE0151  STATE/COUNTY-  FL/JACKSON
 BE0151  COUNTRY     -  US
 BE0151  USGS QUAD   -  SILLS (2018)
 BE0151
 BE0151                         *CURRENT SURVEY CONTROL
 BE0151  ______________________________________________________________________
 BE0151* NAD 83(1986) POSITION- 30 52 45.     (N) 085 17 45.     (W)   SCALED
 BE0151* NAVD 88 ORTHO HEIGHT -    33.446 (meters)      109.73  (feet) ADJUSTED
 BE0151  ______________________________________________________________________
 BE0151  GEOID HEIGHT    -        -27.997 (meters)                     GEOID18
 BE0151  DYNAMIC HEIGHT  -         33.403 (meters)      109.59  (feet) COMP
 BE0151  MODELED GRAVITY -    979,363.4   (mgal)                       NAVD 88
 BE0151
 BE0151  VERT ORDER      -  SECOND    CLASS 0
 BE0151
 BE0151.The horizontal coordinates were scaled from a map and have
 BE0151.an estimated accuracy of +/- 6 seconds.
 BE0151
 BE0151.The orthometric height was determined by differential leveling and
 BE0151.adjusted by the NATIONAL GEODETIC SURVEY
 BE0151.in June 1991.
 BE0151
 BE0151.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0151.GEOID18 height accuracy estimate available here.
 BE0151
 BE0151.Click photographs - Photos may exist for this station.
 BE0151
 BE0151.The dynamic height is computed by dividing the NAVD 88
 BE0151.geopotential number by the normal gravity value computed on the
 BE0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0151.degrees latitude (g = 980.6199 gals.).
 BE0151
 BE0151.The modeled gravity was interpolated from observed gravity values.
 BE0151
 BE0151;                    North         East    Units  Estimated Accuracy
 BE0151;SPC FL N     -   208,570.      523,900.      MT  (+/- 180 meters Scaled)
 BE0151
 BE0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV629174(NAD 83)
 BE0151
 BE0151                          SUPERSEDED SURVEY CONTROL
 BE0151
 BE0151  NGVD 29 (??/??/92)   33.564  (m)          110.12   (f) ADJ UNCH    2 0
 BE0151
 BE0151.Superseded values are not recommended for survey control.
 BE0151
 BE0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0151.See file dsdata.pdf to determine how the superseded data were derived.
 BE0151
 BE0151_MARKER: DD = SURVEY DISK
 BE0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0151_STAMPING: 51 WSM 1948 110
 BE0151_MARK LOGO: USGS
 BE0151_PROJECTION: PROJECTING 13 CENTIMETERS
 BE0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0151+STABILITY: SURFACE MOTION
 BE0151
 BE0151  HISTORY     - Date     Condition        Report By
 BE0151  HISTORY     - 1948     MONUMENTED       USGS
 BE0151  HISTORY     - 1964     GOOD             CGS
 BE0151  HISTORY     - 19910508 GOOD             USPSQD
 BE0151  HISTORY     - 20010331 GOOD             NGS
 BE0151
 BE0151                          STATION DESCRIPTION
 BE0151
 BE0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BE0151'9.3 MI SE FROM CAMPBELLTON.
 BE0151'ABOUT 4.9 MILES SOUTH ALONG U.S. HIGHWAY 231 FROM THE WATER TANK
 BE0151'AT CAMPBELLTON, THENCE 4.4 MILES EAST ALONG STATE ROAD 162,
 BE0151'0.55 MILE EAST OF PLEASANT GROVE CHURCH, 75 FEET NORTH OF THE
 BE0151'CENTER OF THE ROAD, 14 FEET SOUTH OF A 14-INCH OAK TREE, 12 FEET
 BE0151'SOUTHEAST OF A 28-INCH OAK TREE AND 1 FOOT NORTH OF A WITNESS
 BE0151'SIGN.  A U.S. GEOLOGICAL SURVEY DISK SET IN THE TOP OF A CONCRETE
 BE0151'POST PROJECTING 5 INCHES.
 BE0151
 BE0151                          STATION RECOVERY (1991)
 BE0151
 BE0151'RECOVERY NOTE BY US POWER SQUADRON 1991 (LJR)
 BE0151'RECOVERED IN GOOD CONDITION.
 BE0151
 BE0151                          STATION RECOVERY (2001)
 BE0151
 BE0151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0151'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4817 ***********************************************************************
 AC4817  DESIGNATION -  5127 274 9242
 AC4817  PID         -  AC4817
 AC4817  STATE/COUNTY-  FL/COLLIER
 AC4817  COUNTRY     -  US
 AC4817  USGS QUAD   -  ROYAL PALM HAMMOCK (2018)
 AC4817
 AC4817                         *CURRENT SURVEY CONTROL
 AC4817  ______________________________________________________________________
 AC4817* NAD 83(2011) POSITION- 25 59 53.87804(N) 081 35 53.10581(W)   ADJUSTED
 AC4817* NAD 83(2011) ELLIP HT-   -22.415 (meters)        (06/27/12)   ADJUSTED
 AC4817* NAD 83(2011) EPOCH   -  2010.00
 AC4817* NAVD 88 ORTHO HEIGHT -     1.084 (meters)        3.56  (feet) ADJUSTED
 AC4817  ______________________________________________________________________
 AC4817  GEOID HEIGHT    -        -23.494 (meters)                     GEOID18
 AC4817  NAD 83(2011) X  -    838,178.162 (meters)                     COMP
 AC4817  NAD 83(2011) Y  - -5,674,818.907 (meters)                     COMP
 AC4817  NAD 83(2011) Z  -  2,778,882.787 (meters)                     COMP
 AC4817  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 AC4817  DYNAMIC HEIGHT  -          1.083 (meters)        3.55  (feet) COMP
 AC4817  MODELED GRAVITY -    979,037.5   (mgal)                       NAVD 88
 AC4817
 AC4817  VERT ORDER      -  FIRST     CLASS II
 AC4817
 AC4817  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC4817  Standards:
 AC4817         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC4817            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC4817  -------------------------------------------------------------------
 AC4817  NETWORK    1.89   2.63           0.82   0.72   1.34      0.04439856
 AC4817  -------------------------------------------------------------------
 AC4817  Click here for local accuracies and other accuracy information.
 AC4817
 AC4817.The horizontal coordinates were established by GPS observations
 AC4817.and adjusted by the National Geodetic Survey in June 2012.
 AC4817
 AC4817.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC4817.been affixed to the stable North American tectonic plate. See 
 AC4817.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC4817
 AC4817.The horizontal coordinates are valid at the epoch date displayed above
 AC4817.which is a decimal equivalence of Year/Month/Day.
 AC4817
 AC4817.The orthometric height was determined by differential leveling and
 AC4817.adjusted by the NATIONAL GEODETIC SURVEY
 AC4817.in March 2002.
 AC4817
 AC4817.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4817.GEOID18 height accuracy estimate available here.
 AC4817
 AC4817.Click photographs - Photos may exist for this station.
 AC4817
 AC4817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4817
 AC4817.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC4817
 AC4817.The ellipsoidal height was determined by GPS observations
 AC4817.and is referenced to NAD 83.
 AC4817
 AC4817.The dynamic height is computed by dividing the NAVD 88
 AC4817.geopotential number by the normal gravity value computed on the
 AC4817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4817.degrees latitude (g = 980.6199 gals.).
 AC4817
 AC4817.The modeled gravity was interpolated from observed gravity values.
 AC4817
 AC4817. The following values were computed from the NAD 83(2011) position.
 AC4817
 AC4817;                    North         East     Units Scale Factor Converg.
 AC4817;SPC FL E     -   184,563.450   140,123.088   MT  0.99998543   -0 15 43.8
 AC4817;SPC FL E     -   605,521.92    459,720.50   sFT  0.99998543   -0 15 43.8
 AC4817;UTM  17      - 2,875,632.460   440,143.518   MT  0.99964424   -0 15 43.8
 AC4817
 AC4817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4817!SPC FL E     -   1.00000352  x   0.99998543  =   0.99998895
 AC4817!UTM  17      -   1.00000352  x   0.99964424  =   0.99964776
 AC4817
 AC4817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ4014375632(NAD 83)
 AC4817
 AC4817                          SUPERSEDED SURVEY CONTROL
 AC4817
 AC4817  NAD 83(2007)-  25 59 53.87820(N)    081 35 53.10657(W) AD(2002.00) 0
 AC4817  ELLIP H (02/10/07)  -22.392  (m)                       GP(2002.00)    
 AC4817  NAD 83(1999)-  25 59 53.87800(N)    081 35 53.10739(W) AD(       ) 1
 AC4817  ELLIP H (05/31/01)  -22.330  (m)                       GP(       ) 4 1
 AC4817  NAD 83(1990)-  25 59 53.87602(N)    081 35 53.10724(W) AD(       ) 1
 AC4817  ELLIP H (08/02/93)  -22.392  (m)                       GP(       ) 4 1
 AC4817  NAVD 88               1.08   (m)            3.5    (f) LEVELING    3  
 AC4817  NAVD 88 (08/02/93)    1.1    (m)  GEOID93  model used  GPS OBS        
 AC4817
 AC4817.Superseded values are not recommended for survey control.
 AC4817
 AC4817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4817.See file dsdata.pdf to determine how the superseded data were derived.
 AC4817
 AC4817_MARKER: DD = SURVEY DISK
 AC4817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4817_STAMPING: 5127 274 9242 1992
 AC4817_MARK LOGO: DENI
 AC4817_PROJECTION: RECESSED 20 CENTIMETERS
 AC4817_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4817+STABILITY: SURFACE MOTION
 AC4817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4817+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2018
 AC4817
 AC4817  HISTORY     - Date     Condition        Report By
 AC4817  HISTORY     - 1992     MONUMENTED       DENI
 AC4817  HISTORY     - 20010711 GOOD             LDBLS
 AC4817  HISTORY     - 2002     GOOD             MAPTEC
 AC4817  HISTORY     - 20070525 GOOD             INDIV
 AC4817  HISTORY     - 20130115 GOOD             FL-021
 AC4817  HISTORY     - 20150315 GOOD             GEOCAC
 AC4817  HISTORY     - 20170214 GOOD             WANTGP
 AC4817  HISTORY     - 20180627 GOOD             WANTGP
 AC4817
 AC4817                          STATION DESCRIPTION
 AC4817
 AC4817'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AC4817'STATION IS LOCATED IN SEC. 27, TWP 51S, RGE 27E, 6 MI (9.7 KM)
 AC4817'NORTHWEST OF PORT OF THE ISLANDS, 0.45 MI (0.72 KM) NORTHWEST OF THE
 AC4817'JUNCTION OF U.S.HIGHWAY 41 AND CO.ROAD 92 AT ROYAL PALM HAMMOCK,
 AC4817'SOUTHEAST OF THE SOUTHEAST END OF A U.S.HIGHWAY 41 BRIDGE BR-37
 AC4817'030037 OVER A CANAL, IN THE SOUTHERLY RIGHT OF WAY OF U.S.HWY 41.
 AC4817'STATION IS 25.8 FT (7.9 M) SOUTHWEST OF THE CENTERLINE OF U.S. HWY 41,
 AC4817'20.9 FT (6.4 M) SOUTHEAST OF THE SOUTH CORNER OF THE SOUTHEAST END OF
 AC4817'THE SOUTHWEST CONCRETE RAIL OF THE BRIDGE, 52.6 FT (16.0 M) SOUTH OF
 AC4817'THE SOUTH CORNER OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE RAIL
 AC4817'OF THE BRIDGE, 2.1 FT (0.6 M) SOUTH OF A WITNESS POST, ON THE
 AC4817'SOUTHWEST SIDE OF A METAL GUARDRAIL.
 AC4817'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY DISK SET IN
 AC4817'TOP OF 8 INCH ROUND CONCRETE MONUMENT, 10 INCHES BELOW GROUND LEVEL.
 AC4817
 AC4817                          STATION RECOVERY (2001)
 AC4817
 AC4817'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC4817'THE MARK IS ABOUT 24.2 KM (15.05 MI) SOUTHEAST OF NAPLES IN SECTION
 AC4817'27, TOWNSHIP 51 SOUTH, RANGE 27 EAST COLLIER COUNTY, FLORIDA.
 AC4817'OWNERSHIP--FLORIDA DEPARTMENT OF TRANSPORTATION.
 AC4817'
 AC4817'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC4817'COUNTY ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD
 AC4817'951 (11.1 KM) (6.9 MI) TO THE INTERSECTION WITH U.S. HIGHWAY 41
 AC4817'(TAMIAMI TRAIL), GO SOUTHEAST ON U.S. HIGHWAY 41 12.4 KM (7.73 MI) TO
 AC4817'THE SOUTHEAST END OF BRIDGE NUMBER 030037 AND THE MARK ON THE RIGHT.
 AC4817'ALSO FROM THE JUNCTION OF U.S. HIGHWAY 41 AND COUNTY ROAD 92 GO
 AC4817'NORTHWEST ON U.S. HIGHWAY 41 0.7 KM (0.45 MI) TO THE MARK ON THE LEFT.
 AC4817'
 AC4817'THE MARK IS 7.83 M (25.7 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC4817'HIGHWAY 41, 6.34 M (20.8 FT) SOUTHEAST OF THE SOUTHEAST ABUTMENT OF
 AC4817'BRIDGE NUMBER 030037, AND 1.10 M (3.6 FT) SOUTHWEST OF A STEEL
 AC4817'GUARDRAIL. THE MARK IS A DISK SET FLUSH IN THE TOP OF A CONCRETE
 AC4817'MONUMENT, RECESSED 20 CM (0.67 FT) BELOW THE LEVEL OF THE GROUND AND
 AC4817'ABOUT 0.61 M (2.0 FT) BELOW THE LEVEL OF U.S.  HIGHWAY 41.
 AC4817'
 AC4817'NOTE-A MAGNET WAS BURIED 6 CM (0.2 FT) DEEP IN SOUTH EDGE OF THE
 AC4817'CONCRETE MONUMENT, ABOUT 0.15 M (0.5 FT) SOUTHWEST OF THE MARK.
 AC4817
 AC4817                          STATION RECOVERY (2002)
 AC4817
 AC4817'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC4817'RECOVERED IN GOOD CONDITION.
 AC4817
 AC4817                          STATION RECOVERY (2007)
 AC4817
 AC4817'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007 (CC)
 AC4817'RECOVERED AS DESCRIBED.
 AC4817
 AC4817                          STATION RECOVERY (2013)
 AC4817
 AC4817'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC4817'RECOVERED IN GOOD CONDITION.
 AC4817
 AC4817                          STATION RECOVERY (2015)
 AC4817
 AC4817'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC4817'RECOVERED IN GOOD CONDITION.
 AC4817
 AC4817                          STATION RECOVERY (2017)
 AC4817
 AC4817'RECOVERY NOTE BY WANTMAN GROUP INC 2017 (MS)
 AC4817'RECOVERED IN GOOD CONDITION.
 AC4817
 AC4817                          STATION RECOVERY (2018)
 AC4817
 AC4817'RECOVERY NOTE BY WANTMAN GROUP INC 2018 (JC)
 AC4817'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8642 ***********************************************************************
 AD8642  DESIGNATION -  5128 022 9252
 AD8642  PID         -  AD8642
 AD8642  STATE/COUNTY-  FL/COLLIER
 AD8642  COUNTRY     -  US
 AD8642  USGS QUAD   -  DEEP LAKE SW (2018)
 AD8642
 AD8642                         *CURRENT SURVEY CONTROL
 AD8642  ______________________________________________________________________
 AD8642* NAD 83(2011) POSITION- 26 03 19.49849(N) 081 28 43.71277(W)   ADJUSTED
 AD8642* NAD 83(2011) ELLIP HT-   -21.789 (meters)        (06/27/12)   ADJUSTED
 AD8642* NAD 83(2011) EPOCH   -  2010.00
 AD8642* NAVD 88 ORTHO HEIGHT -     2.1   (meters)        7.    (feet) GPS OBS
 AD8642  ______________________________________________________________________
 AD8642  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8642  GEOID HEIGHT    -        -24.870 (meters)                     GEOID93
 AD8642  GEOID HEIGHT    -        -23.815 (meters)                     GEOID18
 AD8642  NAD 83(2011) X  -    849,578.584 (meters)                     COMP
 AD8642  NAD 83(2011) Y  - -5,670,316.321 (meters)                     COMP
 AD8642  NAD 83(2011) Z  -  2,784,569.200 (meters)                     COMP
 AD8642  LAPLACE CORR    -         -2.06  (seconds)                    DEFLEC18
 AD8642
 AD8642  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8642  Standards:
 AD8642         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8642            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8642  -------------------------------------------------------------------
 AD8642  NETWORK    2.87   4.16           1.05   1.27   2.12      0.15965273
 AD8642  -------------------------------------------------------------------
 AD8642  Click here for local accuracies and other accuracy information.
 AD8642
 AD8642.The horizontal coordinates were established by GPS observations
 AD8642.and adjusted by the National Geodetic Survey in June 2012.
 AD8642
 AD8642.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8642.been affixed to the stable North American tectonic plate. See 
 AD8642.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8642
 AD8642.The horizontal coordinates are valid at the epoch date displayed above
 AD8642.which is a decimal equivalence of Year/Month/Day.
 AD8642
 AD8642.The orthometric height was determined by GPS observations and a
 AD8642.high-resolution geoid model.
 AD8642
 AD8642.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8642.GEOID18 height accuracy estimate available here.
 AD8642
 AD8642.Click photographs - Photos may exist for this station.
 AD8642
 AD8642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8642
 AD8642.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8642
 AD8642.The ellipsoidal height was determined by GPS observations
 AD8642.and is referenced to NAD 83.
 AD8642
 AD8642. The following values were computed from the NAD 83(2011) position.
 AD8642
 AD8642;                    North         East     Units Scale Factor Converg.
 AD8642;SPC FL E     -   190,841.900   152,087.714   MT  0.99996951   -0 12 37.1
 AD8642;SPC FL E     -   626,120.47    498,974.44   sFT  0.99996951   -0 12 37.1
 AD8642;UTM  17      - 2,881,908.767   452,104.061   MT  0.99962832   -0 12 37.1
 AD8642
 AD8642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8642!SPC FL E     -   1.00000342  x   0.99996951  =   0.99997293
 AD8642!UTM  17      -   1.00000342  x   0.99962832  =   0.99963174
 AD8642
 AD8642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5210481908(NAD 83)
 AD8642
 AD8642                          SUPERSEDED SURVEY CONTROL
 AD8642
 AD8642  NAD 83(2007)-  26 03 19.49868(N)    081 28 43.71350(W) AD(2002.00) 0
 AD8642  ELLIP H (02/10/07)  -21.766  (m)                       GP(2002.00)    
 AD8642  NAD 83(1999)-  26 03 19.49820(N)    081 28 43.71422(W) AD(       ) 1
 AD8642  ELLIP H (05/31/01)  -21.700  (m)                       GP(       ) 4 1
 AD8642  NAD 83(1990)-  26 03 19.49598(N)    081 28 43.71394(W) AD(       ) 1
 AD8642  ELLIP H (08/02/93)  -21.740  (m)                       GP(       ) 4 1
 AD8642
 AD8642.Superseded values are not recommended for survey control.
 AD8642
 AD8642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8642.See file dsdata.pdf to determine how the superseded data were derived.
 AD8642
 AD8642_MARKER: DD = SURVEY DISK
 AD8642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8642_STAMPING: 5128-022 9252 1992
 AD8642_MARK LOGO: DENI
 AD8642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8642+STABILITY: SURFACE MOTION
 AD8642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8642+SATELLITE: SATELLITE OBSERVATIONS - November 22, 2004
 AD8642
 AD8642  HISTORY     - Date     Condition        Report By
 AD8642  HISTORY     - 1992     MONUMENTED       DENI
 AD8642  HISTORY     - 20041122 GOOD             INDIV
 AD8642  HISTORY     - 20070630 POOR             HOLE
 AD8642
 AD8642                          STATION DESCRIPTION
 AD8642
 AD8642'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8642'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.2, TWP 51S, RGE
 AD8642'28E, 20.6 MI (33.2 KM) SOUTHEAST OF NAPLES. TO REACH FROM THE
 AD8642'JUNCTION OF I-75 AND CO.ROAD 951, EXIT 15, 6.8 MI (10.9 KM) EAST OF
 AD8642'NAPLES, GO NORTH ON CO.ROAD 951 FOR 4.7 MI (7.6 KM) TO GOLDEN GATE
 AD8642'BLVD, THEN EAST FOR 8.9 MI (14.3 KM) TO EVERGLADES BLVD, THEN SOUTH
 AD8642'FOR 5.3 MI (8.5 KM) ON EVERGLADES BLVD TO THE OVERPASS OF I-75/STATE
 AD8642'ROUTE 84 (NO EXIT), THEN CONTINUE SOUTH 6.8 MI (10.9 KM) TO 100TH
 AD8642'AVE/STEWART BLVD, THEN EAST FOR 3.9 MI (6.3 KM) TO PATTERSON BLVD AND
 AD8642'STATION IN THE SOUTHEAST QUADRANT OF INTERSECTION.
 AD8642'STATION IS 18.7 FT (5.7 M) EAST OF CENTERLINE OF PATTERSON BLVD, 22.8
 AD8642'FT (6.9 M) SOUTH OF CENTERLINE OF STEWART BLVD, 28.7 FT (8.7 M)
 AD8642'SOUTHEAST OF CENTERLINE INTERSECTION.
 AD8642'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8642'SET IN TOP OF 8 INCH ROUND CONCRETE MONUMENT, 4 INCHES BELOW GROUND
 AD8642'LEVEL. VANDAL HAMMER DAMAGE TO DISK, WITNESS POST NOT SET.
 AD8642
 AD8642                          STATION RECOVERY (2004)
 AD8642
 AD8642'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (FWL)
 AD8642'RECOVERED AS DESCRIBED
 AD8642
 AD8642                          STATION RECOVERY (2007)
 AD8642
 AD8642'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2007 (BRH)
 AD8642'CONSTRUCTION IN THE AREA HAS PUSHED THE MARKER TO THE EAST ABOUT 0.2'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8643 ***********************************************************************
 AD8643  DESIGNATION -  5128 062 9248
 AD8643  PID         -  AD8643
 AD8643  STATE/COUNTY-  FL/COLLIER
 AD8643  COUNTRY     -  US
 AD8643  USGS QUAD   -  BELLE MEADE SE (2018)
 AD8643
 AD8643                         *CURRENT SURVEY CONTROL
 AD8643  ______________________________________________________________________
 AD8643* NAD 83(2011) POSITION- 26 03 16.39167(N) 081 32 31.18137(W)   ADJUSTED
 AD8643* NAD 83(2011) ELLIP HT-   -22.052 (meters)        (06/27/12)   ADJUSTED
 AD8643* NAD 83(2011) EPOCH   -  2010.00
 AD8643* NAVD 88 ORTHO HEIGHT -     1.666 (meters)        5.47  (feet) ADJUSTED
 AD8643  ______________________________________________________________________
 AD8643  GEOID HEIGHT    -        -23.691 (meters)                     GEOID18
 AD8643  NAD 83(2011) X  -    843,330.992 (meters)                     COMP
 AD8643  NAD 83(2011) Y  - -5,671,291.092 (meters)                     COMP
 AD8643  NAD 83(2011) Z  -  2,784,483.190 (meters)                     COMP
 AD8643  LAPLACE CORR    -         -1.91  (seconds)                    DEFLEC18
 AD8643  DYNAMIC HEIGHT  -          1.663 (meters)        5.46  (feet) COMP
 AD8643  MODELED GRAVITY -    979,038.1   (mgal)                       NAVD 88
 AD8643
 AD8643  VERT ORDER      -  SECOND    CLASS I
 AD8643
 AD8643  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8643  Standards:
 AD8643         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8643            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8643  -------------------------------------------------------------------
 AD8643  NETWORK    0.98   1.96           0.35   0.44   1.00     -0.09841336
 AD8643  -------------------------------------------------------------------
 AD8643  Click here for local accuracies and other accuracy information.
 AD8643
 AD8643.The horizontal coordinates were established by GPS observations
 AD8643.and adjusted by the National Geodetic Survey in June 2012.
 AD8643
 AD8643.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8643.been affixed to the stable North American tectonic plate. See 
 AD8643.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8643
 AD8643.The horizontal coordinates are valid at the epoch date displayed above
 AD8643.which is a decimal equivalence of Year/Month/Day.
 AD8643
 AD8643.The orthometric height was determined by differential leveling and
 AD8643.adjusted by the NATIONAL GEODETIC SURVEY
 AD8643.in January 2008.
 AD8643
 AD8643.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8643.GEOID18 height accuracy estimate available here.
 AD8643
 AD8643.Click photographs - Photos may exist for this station.
 AD8643
 AD8643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8643
 AD8643.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8643
 AD8643.The ellipsoidal height was determined by GPS observations
 AD8643.and is referenced to NAD 83.
 AD8643
 AD8643.The dynamic height is computed by dividing the NAVD 88
 AD8643.geopotential number by the normal gravity value computed on the
 AD8643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8643.degrees latitude (g = 980.6199 gals.).
 AD8643
 AD8643.The modeled gravity was interpolated from observed gravity values.
 AD8643
 AD8643. The following values were computed from the NAD 83(2011) position.
 AD8643
 AD8643;                    North         East     Units Scale Factor Converg.
 AD8643;SPC FL E     -   190,771.032   145,764.494   MT  0.99997748   -0 14 17.0
 AD8643;SPC FL E     -   625,887.96    478,229.01   sFT  0.99997748   -0 14 17.0
 AD8643;UTM  17      - 2,881,837.924   445,782.999   MT  0.99963629   -0 14 17.0
 AD8643
 AD8643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8643!SPC FL E     -   1.00000346  x   0.99997748  =   0.99998094
 AD8643!UTM  17      -   1.00000346  x   0.99963629  =   0.99963975
 AD8643
 AD8643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ4578281837(NAD 83)
 AD8643
 AD8643                          SUPERSEDED SURVEY CONTROL
 AD8643
 AD8643  NAD 83(2007)-  26 03 16.39186(N)    081 32 31.18213(W) AD(2002.00) 0
 AD8643  ELLIP H (02/10/07)  -22.020  (m)                       GP(2002.00)    
 AD8643  NAD 83(1999)-  26 03 16.39139(N)    081 32 31.18294(W) AD(       ) 1
 AD8643  ELLIP H (05/31/01)  -21.952  (m)                       GP(       ) 4 1
 AD8643  NAD 83(1990)-  26 03 16.38934(N)    081 32 31.18285(W) AD(       ) 1
 AD8643  ELLIP H (08/02/93)  -22.010  (m)                       GP(       ) 4 1
 AD8643  NAVD 88 (12/01/04)    1.6    (m)  GEOID03  model used  GPS OBS        
 AD8643  NAVD 88 (08/02/93)    1.7    (m)  GEOID93  model used  GPS OBS        
 AD8643
 AD8643.Superseded values are not recommended for survey control.
 AD8643
 AD8643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8643.See file dsdata.pdf to determine how the superseded data were derived.
 AD8643
 AD8643_MARKER: DD = SURVEY DISK
 AD8643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8643_STAMPING: 5128-062 9248 1992
 AD8643_MARK LOGO: DENI
 AD8643_PROJECTION: RECESSED 5 CENTIMETERS
 AD8643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8643+STABILITY: SURFACE MOTION
 AD8643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8643+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2011
 AD8643
 AD8643  HISTORY     - Date     Condition        Report By
 AD8643  HISTORY     - 1992     MONUMENTED       DENI
 AD8643  HISTORY     - 20040123 GOOD             FLDEP
 AD8643  HISTORY     - 20041110 GOOD             INDIV
 AD8643  HISTORY     - 20070530 GOOD             HOLE
 AD8643  HISTORY     - 20110810 GOOD             GCT
 AD8643
 AD8643                          STATION DESCRIPTION
 AD8643
 AD8643'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8643'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.6, TWP 51S, RGE
 AD8643'28E, 16.8 MI (27.0 KM) SOUTHEAST OF NAPLES.  TO REACH FROM THE
 AD8643'JUNCTION OF I-75/STATE ROUTE 84 AND CO.ROAD 951, EXIT 15, 6.8 MI
 AD8643'(10.9 KM) EAST OF NAPLES, GO NORTH ON CO.ROAD 951 FOR 4.7 MI
 AD8643'(7.6 KM) TO GOLDEN GATE BLVD, THEN EAST FOR 8.9 MI (14.3 KM) TO
 AD8643'EVERGLADES BLVD, THEN SOUTH FOR 5.3 MI (8.5 KM) ON EVERGLADES BLVD TO
 AD8643'THE OVERPASS OF I-75/STATE ROUTE 84 (NO EXIT), THEN CONTINUE SOUTH
 AD8643'6.8 MI (10.9 KM) TO 100TH AVE AND THE STATION IN THE SOUTHEAST
 AD8643'QUADRANT OF THE INTERSECTION.
 AD8643'STATION IS 22.8 FT (6.9 M) EAST OF THE CENTERLINE OF EVERGLADES BLVD,
 AD8643'26.3 FEET SOUTH OF THE CENTERLINE OF 100TH AVE, 35.4 FT (10.8 M)
 AD8643'SOUTHEAST OF THE CENTERLINE INTERSECTION.
 AD8643'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8643'SET IN TOP OF 9 INCH ROUND CONCRETE MONUMENT, 1 INCH BELOW GROUND
 AD8643'LEVEL. VANDAL HAMMER DAMAGE TO DISK, WITNESS POST NOT SET.
 AD8643
 AD8643                          STATION RECOVERY (2004)
 AD8643
 AD8643'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AD8643'THE MARK IS ABOUT 16.0 MI SOUTHEAST OF NAPLES, IN SECTION 6, TOWNSHIP
 AD8643'51 SOUTH, RANGE 28  EAST.
 AD8643'
 AD8643'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND COUNTY
 AD8643'ROAD 951 (EXIT 101,  COLLIER BOULEVARD) ON THE EAST SIDE OF NAPLES, GO
 AD8643'NORTH ON COUNTY ROAD 951 (COLLIER  BOULEVARD) FOR 3.6 MI TO THE
 AD8643'JUNCTION OF COUNTY ROAD 896 (PINE RIDGE ROAD) ON THE LEFT  AND WHITE
 AD8643'BOULEVARD ON THE RIGHT, CONTINUE NORTH ON COUNTY ROAD 951 (COLLIER
 AD8643'BOULEVARD) FOR 1.2 MI TO THE JUNCTION OF GOLDEN GATE BOULEVARD (COUNTY
 AD8643'ROAD 876) ON THE  RIGHT, TURN RIGHT ON GOLDEN GATE BOULEVARD (COUNTY
 AD8643'ROAD 876) AND GO EAST FOR 5.0 MI TO  THE INTERSECTION OF WILSON
 AD8643'BOULEVARD, CONTINUE EAST ON GOLDEN GATE BOULEVARD  (COUNTY ROAD 876)
 AD8643'FOR 3.85 MI TO THE INTERSECTION OF EVERGLADES BOULEVARD, TURN RIGHT
 AD8643'ON EVERGLADES BOULEVARD AND GO SOUTH FOR 5.3 MI TO THE UNDERPASS OF
 AD8643'INTERSTATE 75,  CONTINUE SOUTH ON EVERGLADES BOULEVARD FOR 6.8 MI TO
 AD8643'THE INTERSECTION OF 100TH AVENUE  SE AND THE MARK ON THE LEFT, AN
 AD8643'ALUMINUM DISK SET IN THE TOP OF A ROUND CONCRETE  MONUMENT RECESSED
 AD8643'0.2 FT BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF
 AD8643'EVERGLADES BOULEVARD.
 AD8643'
 AD8643'LOCATED 26.3 FT SOUTH OF THE APPROXIMATE CENTERLINE OF 100TH AVENUE
 AD8643'SE, 22.8 FT EAST OF  THE APPROXIMATE CENTERLINE OF EVERGLADES
 AD8643'BOULEVARD, 3.0 FT NORTH OF A STOP SIGN AND 2.8  FT WEST OF A CARSONITE
 AD8643'WITNESS POST.
 AD8643
 AD8643                          STATION RECOVERY (2004)
 AD8643
 AD8643'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (FWL)
 AD8643'RECOVERED AS DESCRIBED
 AD8643
 AD8643                          STATION RECOVERY (2007)
 AD8643
 AD8643'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2007 (BRH)
 AD8643'RECOVERED IN GOOD CONDITION.
 AD8643
 AD8643                          STATION RECOVERY (2011)
 AD8643
 AD8643'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2011 (TAK)
 AD8643'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8644 ***********************************************************************
 AD8644  DESIGNATION -  5128 232 9250
 AD8644  PID         -  AD8644
 AD8644  STATE/COUNTY-  FL/COLLIER
 AD8644  COUNTRY     -  US
 AD8644  USGS QUAD   -  DEEP LAKE SW (2018)
 AD8644
 AD8644                         *CURRENT SURVEY CONTROL
 AD8644  ______________________________________________________________________
 AD8644* NAD 83(2011) POSITION- 26 00 28.11328(N) 081 28 41.58402(W)   ADJUSTED
 AD8644* NAD 83(2011) ELLIP HT-   -22.237 (meters)        (06/27/12)   ADJUSTED
 AD8644* NAD 83(2011) EPOCH   -  2010.00
 AD8644* NAVD 88 ORTHO HEIGHT -     1.5   (meters)        5.    (feet) GPS OBS
 AD8644  ______________________________________________________________________
 AD8644  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8644  GEOID HEIGHT    -        -24.800 (meters)                     GEOID93
 AD8644  GEOID HEIGHT    -        -23.744 (meters)                     GEOID18
 AD8644  NAD 83(2011) X  -    849,980.051 (meters)                     COMP
 AD8644  NAD 83(2011) Y  - -5,672,596.311 (meters)                     COMP
 AD8644  NAD 83(2011) Z  -  2,779,829.780 (meters)                     COMP
 AD8644  LAPLACE CORR    -         -2.11  (seconds)                    DEFLEC18
 AD8644
 AD8644  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8644  Standards:
 AD8644         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8644            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8644  -------------------------------------------------------------------
 AD8644  NETWORK    1.41   2.18           0.55   0.60   1.11      0.00160933
 AD8644  -------------------------------------------------------------------
 AD8644  Click here for local accuracies and other accuracy information.
 AD8644
 AD8644.The horizontal coordinates were established by GPS observations
 AD8644.and adjusted by the National Geodetic Survey in June 2012.
 AD8644
 AD8644.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8644.been affixed to the stable North American tectonic plate. See 
 AD8644.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8644
 AD8644.The horizontal coordinates are valid at the epoch date displayed above
 AD8644.which is a decimal equivalence of Year/Month/Day.
 AD8644
 AD8644.The orthometric height was determined by GPS observations and a
 AD8644.high-resolution geoid model.
 AD8644
 AD8644.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8644.GEOID18 height accuracy estimate available here.
 AD8644
 AD8644.Click photographs - Photos may exist for this station.
 AD8644
 AD8644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8644
 AD8644.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8644
 AD8644.The ellipsoidal height was determined by GPS observations
 AD8644.and is referenced to NAD 83.
 AD8644
 AD8644. The following values were computed from the NAD 83(2011) position.
 AD8644
 AD8644;                    North         East     Units Scale Factor Converg.
 AD8644;SPC FL E     -   185,567.572   152,127.566   MT  0.99996946   -0 12 34.9
 AD8644;SPC FL E     -   608,816.28    499,105.19   sFT  0.99996946   -0 12 34.9
 AD8644;UTM  17      - 2,876,636.239   452,143.900   MT  0.99962828   -0 12 34.9
 AD8644
 AD8644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8644!SPC FL E     -   1.00000349  x   0.99996946  =   0.99997295
 AD8644!UTM  17      -   1.00000349  x   0.99962828  =   0.99963177
 AD8644
 AD8644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5214376636(NAD 83)
 AD8644
 AD8644                          SUPERSEDED SURVEY CONTROL
 AD8644
 AD8644  NAD 83(2007)-  26 00 28.11343(N)    081 28 41.58470(W) AD(2002.00) 0
 AD8644  ELLIP H (02/10/07)  -22.215  (m)                       GP(2002.00)    
 AD8644  NAD 83(1999)-  26 00 28.11338(N)    081 28 41.58546(W) AD(       ) 1
 AD8644  ELLIP H (05/31/01)  -22.158  (m)                       GP(       ) 4 1
 AD8644  NAD 83(1990)-  26 00 28.11107(N)    081 28 41.58546(W) AD(       ) 1
 AD8644  ELLIP H (08/02/93)  -22.250  (m)                       GP(       ) 4 1
 AD8644
 AD8644.Superseded values are not recommended for survey control.
 AD8644
 AD8644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8644.See file dsdata.pdf to determine how the superseded data were derived.
 AD8644
 AD8644_MARKER: DD = SURVEY DISK
 AD8644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8644_STAMPING: 5128-232 9250 1992
 AD8644_MARK LOGO: DENI
 AD8644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8644+STABILITY: SURFACE MOTION
 AD8644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8644+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2007
 AD8644
 AD8644  HISTORY     - Date     Condition        Report By
 AD8644  HISTORY     - 1992     MONUMENTED       DENI
 AD8644  HISTORY     - 20070530 GOOD             HOLE
 AD8644
 AD8644                          STATION DESCRIPTION
 AD8644
 AD8644'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8644'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.23, TWP 51S, RGE
 AD8644'28E, 21.8 MI (35.1 KM) SOUTHEAST OF NAPLES. TO REACH FROM THE
 AD8644'JUNCTION OF I-75 AND CO.ROAD 951, EXIT 15, 6.8 MI (10.9 KM) EAST OF
 AD8644'NAPLES, GO NORTH ON CO.ROAD 951 FOR 4.7 MI (7.6 KM) TO GOLDEN GATE
 AD8644'BLVD, THEN EAST FOR 8.9 MI (14.3 KM) TO EVERGLADES BLVD, THEN SOUTH
 AD8644'FOR 5.3 MI (8.5 KM) ON EVERGLADES BLVD TO THE OVERPASS OF I-75/STATE
 AD8644'ROUTE 84 (NO EXIT), THEN CONTINUE SOUTH 6.8 MI (10.9 KM) TO 100TH
 AD8644'AVE/STEWART BLVD, THEN EAST FOR 3.9 MI (6.3 KM) TO PATTERSON BLVD,
 AD8644'THEN SOUTH FOR 3.25 MI (5.23 KM) TO A GRAVEL ROAD AND STATION IN THE
 AD8644'SOUTHWEST QUADRANT OF INTERSECTION (PATTERSON ROAD TERMINATES,
 AD8644'PAVEMENT ENDS).
 AD8644'STATION IS 18.0 FT (5.5 M) WEST OF THE CENTERLINE OF PATTERSON BLVD
 AD8644'PRODUCED, 24.1 FT (7.3 M) SOUTH OF THE SOUTH END OF PATTERSON BLVD
 AD8644'PAVEMENT, 9.0 FT (2.7 M) SOUTH OF THE CENTERLINE PRODUCED OF THE
 AD8644'GRAVEL ROAD TO WEST, 14.6 FT (4.5 M) SOUTH OF THE CENTERLINE PRODUCED
 AD8644'OF THE GRAVEL ROAD TO EAST.
 AD8644'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8644'SET IN TOP OF 8 INCH ROUND CONCRETE MONUMENT, 1 INCH BELOW GROUND
 AD8644'LEVEL. NO WITNESS POST SET DUE TO VANDALISM IN AREA.
 AD8644
 AD8644                          STATION RECOVERY (2007)
 AD8644
 AD8644'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2007 (BRH)
 AD8644'MARKER IS 1.5' SOUTH OF THE WEST END OF A STEEL GUARD RAIL
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8645 ***********************************************************************
 AD8645  DESIGNATION -  5128 301 9249
 AD8645  PID         -  AD8645
 AD8645  STATE/COUNTY-  FL/COLLIER
 AD8645  COUNTRY     -  US
 AD8645  USGS QUAD   -  BELLE MEADE SE (2018)
 AD8645
 AD8645                         *CURRENT SURVEY CONTROL
 AD8645  ______________________________________________________________________
 AD8645* NAD 83(2011) POSITION- 26 00 12.86261(N) 081 32 29.08431(W)   ADJUSTED
 AD8645* NAD 83(2011) ELLIP HT-   -22.480 (meters)        (06/27/12)   ADJUSTED
 AD8645* NAD 83(2011) EPOCH   -  2010.00
 AD8645* NAVD 88 ORTHO HEIGHT -     1.154 (meters)        3.79  (feet) ADJUSTED
 AD8645  ______________________________________________________________________
 AD8645  GEOID HEIGHT    -        -23.609 (meters)                     GEOID18
 AD8645  NAD 83(2011) X  -    843,753.168 (meters)                     COMP
 AD8645  NAD 83(2011) Y  - -5,673,733.676 (meters)                     COMP
 AD8645  NAD 83(2011) Z  -  2,779,407.863 (meters)                     COMP
 AD8645  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 AD8645  DYNAMIC HEIGHT  -          1.152 (meters)        3.78  (feet) COMP
 AD8645  MODELED GRAVITY -    979,034.7   (mgal)                       NAVD 88
 AD8645
 AD8645  VERT ORDER      -  SECOND    CLASS I
 AD8645
 AD8645  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8645  Standards:
 AD8645         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8645            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8645  -------------------------------------------------------------------
 AD8645  NETWORK    1.05   2.12           0.38   0.47   1.08     -0.08404482
 AD8645  -------------------------------------------------------------------
 AD8645  Click here for local accuracies and other accuracy information.
 AD8645
 AD8645.The horizontal coordinates were established by GPS observations
 AD8645.and adjusted by the National Geodetic Survey in June 2012.
 AD8645
 AD8645.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8645.been affixed to the stable North American tectonic plate. See 
 AD8645.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8645
 AD8645.The horizontal coordinates are valid at the epoch date displayed above
 AD8645.which is a decimal equivalence of Year/Month/Day.
 AD8645
 AD8645.The orthometric height was determined by differential leveling and
 AD8645.adjusted by the NATIONAL GEODETIC SURVEY
 AD8645.in January 2008.
 AD8645
 AD8645.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8645.GEOID18 height accuracy estimate available here.
 AD8645
 AD8645.Click photographs - Photos may exist for this station.
 AD8645
 AD8645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8645
 AD8645.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8645
 AD8645.The ellipsoidal height was determined by GPS observations
 AD8645.and is referenced to NAD 83.
 AD8645
 AD8645.The dynamic height is computed by dividing the NAVD 88
 AD8645.geopotential number by the normal gravity value computed on the
 AD8645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8645.degrees latitude (g = 980.6199 gals.).
 AD8645
 AD8645.The modeled gravity was interpolated from observed gravity values.
 AD8645
 AD8645. The following values were computed from the NAD 83(2011) position.
 AD8645
 AD8645;                    North         East     Units Scale Factor Converg.
 AD8645;SPC FL E     -   185,122.939   145,799.365   MT  0.99997744   -0 14 14.6
 AD8645;SPC FL E     -   607,357.51    478,343.42   sFT  0.99997744   -0 14 14.6
 AD8645;UTM  17      - 2,876,191.758   445,817.858   MT  0.99963625   -0 14 14.6
 AD8645
 AD8645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8645!SPC FL E     -   1.00000353  x   0.99997744  =   0.99998097
 AD8645!UTM  17      -   1.00000353  x   0.99963625  =   0.99963978
 AD8645
 AD8645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ4581776191(NAD 83)
 AD8645
 AD8645                          SUPERSEDED SURVEY CONTROL
 AD8645
 AD8645  NAD 83(2007)-  26 00 12.86285(N)    081 32 29.08505(W) AD(2002.00) 0
 AD8645  ELLIP H (02/10/07)  -22.443  (m)                       GP(2002.00)    
 AD8645  NAD 83(1999)-  26 00 12.86267(N)    081 32 29.08578(W) AD(       ) 1
 AD8645  ELLIP H (05/31/01)  -22.374  (m)                       GP(       ) 4 1
 AD8645  NAD 83(1990)-  26 00 12.86047(N)    081 32 29.08578(W) AD(       ) 1
 AD8645  ELLIP H (08/02/93)  -22.464  (m)                       GP(       ) 4 1
 AD8645  NAVD 88 (12/01/04)    1.1    (m)  GEOID03  model used  GPS OBS        
 AD8645  NAVD 88 (08/02/93)    1.2    (m)  GEOID93  model used  GPS OBS        
 AD8645
 AD8645.Superseded values are not recommended for survey control.
 AD8645
 AD8645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8645.See file dsdata.pdf to determine how the superseded data were derived.
 AD8645
 AD8645_MARKER: DD = SURVEY DISK
 AD8645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8645_STAMPING: 5128-301 9249 1992
 AD8645_MARK LOGO: DENI
 AD8645_PROJECTION: RECESSED 10 CENTIMETERS
 AD8645_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8645+STABILITY: SURFACE MOTION
 AD8645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8645+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2007
 AD8645
 AD8645  HISTORY     - Date     Condition        Report By
 AD8645  HISTORY     - 1992     MONUMENTED       DENI
 AD8645  HISTORY     - 20040123 GOOD             FLDEP
 AD8645  HISTORY     - 20041118 GOOD             INDIV
 AD8645  HISTORY     - 20070530 GOOD             HOLE
 AD8645
 AD8645                          STATION DESCRIPTION
 AD8645
 AD8645'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8645'STATION IS LOCATED IN THE NORTHEAST QUARTER OF SEC.30, TWP 51S, RGE
 AD8645'28E, 18.5 MI (29.8 KM) SOUTHEAST OF NAPLES.  TO REACH FROM THE
 AD8645'JUNCTION OF I-75 AND CO.ROAD 951, EXIT 15, 6.8 MI (10.9 KM) EAST OF
 AD8645'NAPLES, GO NORTH ON CO.ROAD 951 FOR 4.7 MI (7.6 KM) TO GOLDEN GATE
 AD8645'BLVD, THEN EAST FOR 8.9 MI (14.3 KM) TO EVERGLADES BLVD, THEN SOUTH
 AD8645'FOR 5.3 MI (8.5 KM) ON EVERGLADES BLVD TO THE OVERPASS OF I-75/STATE
 AD8645'ROUTE 84 (NO EXIT), THEN CONTINUE SOUTH 10.3 MI (16.6 KM) TO LYNCH
 AD8645'BLVD AND STATION IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 AD8645'STATION IS 26.6 FT (8.1 M) WEST OF THE CENTERLINE OF EVERGLADES BLVD,
 AD8645'31.0 FEET SOUTH OF THE CENTERLINE OF LYNCH BLVD, 41.0 FEET SOUTHWEST
 AD8645'OF THE CENTERLINE INTERSECTION.
 AD8645'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8645'SET IN TOP OF 8 INCH ROUND CONCRETE MONUMENT, 1 INCH BELOW GROUND
 AD8645'LEVEL. NO WITNESS POST SET DUE TO VANDALISM IN AREA.
 AD8645
 AD8645                          STATION RECOVERY (2004)
 AD8645
 AD8645'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AD8645'THE MARK IS ABOUT 16.0 MI SOUTHEAST OF NAPLES, IN SECTION 30, TOWNSHIP
 AD8645'51 SOUTH, RANGE 28  EAST.
 AD8645'
 AD8645'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND COUNTY
 AD8645'ROAD 951 (EXIT 101,  COLLIER BOULEVARD) ON THE EAST SIDE OF NAPLES, GO
 AD8645'NORTH ON COUNTY ROAD 951 (COLLIER  BOULEVARD) FOR 3.6 MI TO THE
 AD8645'JUNCTION OF COUNTY ROAD 896 (PINE RIDGE ROAD) ON THE LEFT  AND WHITE
 AD8645'BOULEVARD ON THE RIGHT, CONTINUE NORTH ON COUNTY ROAD 951 (COLLIER
 AD8645'BOULEVARD) FOR 1.2 MI TO THE JUNCTION OF GOLDEN GATE BOULEVARD (COUNTY
 AD8645'ROAD 876) ON THE  RIGHT, TURN RIGHT ON GOLDEN GATE BOULEVARD (COUNTY
 AD8645'ROAD 876) AND GO EAST FOR 5.0 MI TO  THE INTERSECTION OF WILSON
 AD8645'BOULEVARD, CONTINUE EAST ON GOLDEN GATE BOULEVARD  (COUNTY ROAD 876)
 AD8645'FOR 3.85 MI TO THE INTERSECTION OF EVERGLADES BOULEVARD, TURN RIGHT
 AD8645'ON EVERGLADES BOULEVARD AND GO SOUTH FOR 5.3 MI TO THE UNDERPASS OF
 AD8645'INTERSTATE 75,  CONTINUE SOUTH ON EVERGLADES BOULEVARD FOR 10.3 MI TO
 AD8645'THE INTERSECTION OF LYNCH  BOULEVARD AND THE MARK ON THE RIGHT, AN
 AD8645'ALUMINUM DISK SET IN THE TOP OF A ROUND  CONCRETE MONUMENT RECESSED
 AD8645'0.4 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 0.8 FT  BELOW THE LEVEL
 AD8645'OF EVERGLADES BOULEVARD.
 AD8645'
 AD8645'LOCATED 50.2 FT NORTH OF A DEAD END SIGN ON THE WEST SIDE OF
 AD8645'EVERGLADES BOULEVARD, 31.0  FT SOUTH OF THE APPROXIMATE CENTERLINE OF
 AD8645'LYNCH BOULEVARD, 26.6 FT WEST OF THE  APPROXIMATE CENTERLINE OF
 AD8645'EVERGLADES BOULEVARD AND 6.7 FT SOUTH-SOUTHEAST OF A STOP  SIGN.
 AD8645
 AD8645                          STATION RECOVERY (2004)
 AD8645
 AD8645'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (FWL)
 AD8645'RECOVERED AS DESCRIBED
 AD8645
 AD8645                          STATION RECOVERY (2007)
 AD8645
 AD8645'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2007 (BRH)
 AD8645'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8646 ***********************************************************************
 AD8646  DESIGNATION -  5129 212 9251
 AD8646  PID         -  AD8646
 AD8646  STATE/COUNTY-  FL/COLLIER
 AD8646  COUNTRY     -  US
 AD8646  USGS QUAD   -  DEEP LAKE SW (2018)
 AD8646
 AD8646                         *CURRENT SURVEY CONTROL
 AD8646  ______________________________________________________________________
 AD8646* NAD 83(2011) POSITION- 26 00 26.68881(N) 081 24 40.19917(W)   ADJUSTED
 AD8646* NAD 83(2011) ELLIP HT-   -21.571 (meters)        (06/27/12)   ADJUSTED
 AD8646* NAD 83(2011) EPOCH   -  2010.00
 AD8646* NAVD 88 ORTHO HEIGHT -     2.3   (meters)        8.    (feet) GPS OBS
 AD8646  ______________________________________________________________________
 AD8646  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8646  GEOID HEIGHT    -        -24.960 (meters)                     GEOID93
 AD8646  GEOID HEIGHT    -        -23.890 (meters)                     GEOID18
 AD8646  NAD 83(2011) X  -    856,620.879 (meters)                     COMP
 AD8646  NAD 83(2011) Y  - -5,671,617.322 (meters)                     COMP
 AD8646  NAD 83(2011) Z  -  2,779,790.674 (meters)                     COMP
 AD8646  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 AD8646
 AD8646  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8646  Standards:
 AD8646         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8646            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8646  -------------------------------------------------------------------
 AD8646  NETWORK    2.61   3.84           0.95   1.16   1.96      0.12393860
 AD8646  -------------------------------------------------------------------
 AD8646  Click here for local accuracies and other accuracy information.
 AD8646
 AD8646.The horizontal coordinates were established by GPS observations
 AD8646.and adjusted by the National Geodetic Survey in June 2012.
 AD8646
 AD8646.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8646.been affixed to the stable North American tectonic plate. See 
 AD8646.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8646
 AD8646.The horizontal coordinates are valid at the epoch date displayed above
 AD8646.which is a decimal equivalence of Year/Month/Day.
 AD8646
 AD8646.The orthometric height was determined by GPS observations and a
 AD8646.high-resolution geoid model.
 AD8646
 AD8646.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8646.GEOID18 height accuracy estimate available here.
 AD8646
 AD8646.Click photographs - Photos may exist for this station.
 AD8646
 AD8646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8646
 AD8646.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8646
 AD8646.The ellipsoidal height was determined by GPS observations
 AD8646.and is referenced to NAD 83.
 AD8646
 AD8646. The following values were computed from the NAD 83(2011) position.
 AD8646
 AD8646;                    North         East     Units Scale Factor Converg.
 AD8646;SPC FL E     -   185,500.892   158,839.743   MT  0.99996209   -0 10 49.1
 AD8646;SPC FL E     -   608,597.51    521,126.72   sFT  0.99996209   -0 10 49.1
 AD8646;UTM  17      - 2,876,569.581   458,853.786   MT  0.99962090   -0 10 49.1
 AD8646
 AD8646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8646!SPC FL E     -   1.00000339  x   0.99996209  =   0.99996548
 AD8646!UTM  17      -   1.00000339  x   0.99962090  =   0.99962429
 AD8646
 AD8646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5885376569(NAD 83)
 AD8646
 AD8646                          SUPERSEDED SURVEY CONTROL
 AD8646
 AD8646  NAD 83(2007)-  26 00 26.68898(N)    081 24 40.19985(W) AD(2002.00) 0
 AD8646  ELLIP H (02/10/07)  -21.547  (m)                       GP(2002.00)    
 AD8646  NAD 83(1999)-  26 00 26.68882(N)    081 24 40.20051(W) AD(       ) 1
 AD8646  ELLIP H (05/31/01)  -21.499  (m)                       GP(       ) 4 1
 AD8646  NAD 83(1990)-  26 00 26.68635(N)    081 24 40.19983(W) AD(       ) 1
 AD8646  ELLIP H (08/02/93)  -21.505  (m)                       GP(       ) 4 1
 AD8646
 AD8646.Superseded values are not recommended for survey control.
 AD8646
 AD8646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8646.See file dsdata.pdf to determine how the superseded data were derived.
 AD8646
 AD8646_MARKER: DD = SURVEY DISK
 AD8646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8646_STAMPING: 5129-212 9251 1992
 AD8646_MARK LOGO: DENI
 AD8646_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AD8646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8646+STABILITY: SURFACE MOTION
 AD8646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8646+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AD8646
 AD8646  HISTORY     - Date     Condition        Report By
 AD8646  HISTORY     - 1992     MONUMENTED       DENI
 AD8646  HISTORY     - 20150224 MARK NOT FOUND   FL-021
 AD8646
 AD8646                          STATION DESCRIPTION
 AD8646
 AD8646'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8646'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.21, TWP 51S, RGE
 AD8646'29E, 25.6 MI (41.2 KM) SOUTHEAST OF NAPLES, 5.5 MI (8.9 KM) NORTHWEST
 AD8646'OF COPELAND, IN THE FAKAHATCHEE STRAND STATE PRESERVE. TO REACH FROM
 AD8646'THE JUNCTION OF U.S.HIGHWAY 41/TAMIAMI TRAIL AND STATE ROUTE 29, GO
 AD8646'NORTH ON STATE ROUTE 29 FOR 2.5 MI (4.0 KM) TO CO.ROAD 837 IN
 AD8646'COPELAND, THEN WESTERLY AND SOUTHWESTERLY FOR 0.25 MI (0.40 KM) TO
 AD8646'JAMES MEMORIAL SCENIC DRIVE (GRAVEL), THEN NORTHERLY FOR 2.5 MI
 AD8646'(4.0 KM) , WEST FOR 2.6 MI (4.2 KM) , AND NORTH FOR 1.8 MI (2.9 KM)
 AD8646'ALONG JAMES MEMORIAL SCENIC DRIVE TO A MOWED CLEARING AND THE STATION
 AD8646'ON THE RIGHT.
 AD8646'STATION IS 14.7 FT (4.5 M) EAST OF THE CENTER OF JAMES MEMORIAL SCENIC
 AD8646'DR, 113 FT (34.4 M) NORTH OF THE SOUTH EDGE OF CLEARING, 136 FT
 AD8646'(41.5 M) SOUTH OF NORTH EDGE OF CLEARING, 77.5 FT (23.6 M) NORTH
 AD8646'NORTHWEST OF THE EASTMOST OF 2 WOOD POSTS FOR A--FAKAHATCHEE
 AD8646'PRESERVE--SIGN IN THE SOUTHEAST CORNER OF CLEARING, 158.5 FT
 AD8646'(48.3 M) SOUTH SOUTHWEST OF THE NORTHWESTERLY GATEPOST AT THE
 AD8646'ENTRANCE TO A TRAIL AT THE NORTHEAST CORNER OF THE CLEARING, 44 FT
 AD8646'(13.4 M) WEST OF A WITNESS POST AT THE EAST EDGE OF THE CLEARING.
 AD8646'STATION MARK IS A DENI ASSOC 3.25 ALUMINUM GPS SURVEY MARK DISK SET IN
 AD8646'THE TOP OF 8 INCH CONCRETE MONUMENT, FLUSH WITH GROUND.
 AD8646
 AD8646                          STATION RECOVERY (2015)
 AD8646
 AD8646'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2015 (MLB)
 AD8646'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5517 ***********************************************************************
 DL5517  DESIGNATION -  513
 DL5517  PID         -  DL5517
 DL5517  STATE/COUNTY-  FL/POLK
 DL5517  COUNTRY     -  US
 DL5517  USGS QUAD   -  ELOISE (2018)
 DL5517
 DL5517                         *CURRENT SURVEY CONTROL
 DL5517  ______________________________________________________________________
 DL5517* NAD 83(1986) POSITION- 27 57 56.4    (N) 081 37 34.1    (W)   HD_HELD2
 DL5517* NAVD 88 ORTHO HEIGHT -    36.828 (meters)      120.83  (feet) ADJUSTED
 DL5517  ______________________________________________________________________
 DL5517  GEOID HEIGHT    -        -26.644 (meters)                     GEOID18
 DL5517  DYNAMIC HEIGHT  -         36.773 (meters)      120.65  (feet) COMP
 DL5517  MODELED GRAVITY -    979,155.6   (mgal)                       NAVD 88
 DL5517
 DL5517  VERT ORDER      -  FIRST     CLASS II
 DL5517
 DL5517.The horizontal coordinates were established by autonomous hand held GPS
 DL5517.observations and have an estimated accuracy of +/- 10 meters.
 DL5517
 DL5517.The orthometric height was determined by differential leveling and
 DL5517.adjusted by the NATIONAL GEODETIC SURVEY
 DL5517.in December 2009.
 DL5517
 DL5517.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5517.GEOID18 height accuracy estimate available here.
 DL5517
 DL5517.Click photographs - Photos may exist for this station.
 DL5517
 DL5517.The dynamic height is computed by dividing the NAVD 88
 DL5517.geopotential number by the normal gravity value computed on the
 DL5517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5517.degrees latitude (g = 980.6199 gals.).
 DL5517
 DL5517.The modeled gravity was interpolated from observed gravity values.
 DL5517
 DL5517;                    North         East    Units  Estimated Accuracy
 DL5517;SPC FL W     -   402,461.      236,783.      MT  (+/- 10 meters HH2 GPS)
 DL5517
 DL5517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3841693556(NAD 83)
 DL5517
 DL5517                          SUPERSEDED SURVEY CONTROL
 DL5517
 DL5517.No superseded survey control is available for this station.
 DL5517
 DL5517_MARKER: DD = SURVEY DISK
 DL5517_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL5517_STAMPING: BM 513
 DL5517_MARK LOGO: FLDT
 DL5517_PROJECTION: FLUSH
 DL5517_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5517+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2013
 DL5517
 DL5517  HISTORY     - Date     Condition        Report By
 DL5517  HISTORY     - UNK      MONUMENTED       FLDT
 DL5517  HISTORY     - 20071120 GOOD             FLDEP
 DL5517  HISTORY     - 20110812 GOOD             MCKIM
 DL5517  HISTORY     - 20130112 GOOD             FLDEP
 DL5517
 DL5517                          STATION DESCRIPTION
 DL5517
 DL5517'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5517'THE MARK IS ABOUT 10.0 MI (16.1 KM) SOUTH OF HAINES CITY, 5.0 MI (8.0
 DL5517'KM) NORTH OF LAKE WALES, IN SECTION 16, TOWNSHIP 29 SOUTH, RANGE 27
 DL5517'EAST.
 DL5517'
 DL5517'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 OVERPASS
 DL5517'AND U.S. HIGHWAY 27 IN LAKE WALES, GO NORTH ON U.S. HIGHWAY 27 FOR 5.0
 DL5517'MI (8.0 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A 0.4 FT (0.1
 DL5517'M) SQUARE CONCRETE POST RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL OF THE
 DL5517'GROUND AND ABOUT LEVEL WITH U.S. HIGHWAY 27 NORTHBOUND LANES.
 DL5517'
 DL5517'LOCATED 261.0 FT (79.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DL5517'PEDALERS POND BOULEVARD, 66.6 FT (20.3 M) EAST OF THE EAST EDGE OF THE
 DL5517'PAVEMENT OF U.S. HIGHWAY 27 NORTHBOUND LANES, 75.0 FT (22.9 M)
 DL5517'SOUTHEAST OF A WOODEN POWER POLE NUMBER B49249 (132056, 042026) WITH 4
 DL5517'GUY WIRES ATTACHED AND 1.0 FT (0.3 M) WEST OF A FLDT METAL WITNESS
 DL5517'POST.
 DL5517'
 DL5517'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL5517'MONUMENT.
 DL5517
 DL5517                          STATION RECOVERY (2011)
 DL5517
 DL5517'RECOVERY NOTE BY MCKIM AND CREED 2011 (CJB)
 DL5517'RECOVERED IN GOOD CONDITION.
 DL5517
 DL5517                          STATION RECOVERY (2013)
 DL5517
 DL5517'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (BPJ)
 DL5517'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8647 ***********************************************************************
 AD8647  DESIGNATION -  5130 072 9235
 AD8647  PID         -  AD8647
 AD8647  STATE/COUNTY-  FL/COLLIER
 AD8647  COUNTRY     -  US
 AD8647  USGS QUAD   -  DEEP LAKE (2018)
 AD8647
 AD8647                         *CURRENT SURVEY CONTROL
 AD8647  ______________________________________________________________________
 AD8647* NAD 83(2011) POSITION- 26 02 30.44632(N) 081 20 40.15288(W)   ADJUSTED
 AD8647* NAD 83(2011) ELLIP HT-   -20.844 (meters)        (06/27/12)   ADJUSTED
 AD8647* NAD 83(2011) EPOCH   -  2010.00
 AD8647* NAVD 88 ORTHO HEIGHT -     3.3   (meters)       11.    (feet) GPS OBS
 AD8647  ______________________________________________________________________
 AD8647  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AD8647  GEOID HEIGHT    -        -25.190 (meters)                     GEOID93
 AD8647  GEOID HEIGHT    -        -24.100 (meters)                     GEOID18
 AD8647  NAD 83(2011) X  -    862,969.415 (meters)                     COMP
 AD8647  NAD 83(2011) Y  - -5,668,965.206 (meters)                     COMP
 AD8647  NAD 83(2011) Z  -  2,783,213.395 (meters)                     COMP
 AD8647  LAPLACE CORR    -         -2.36  (seconds)                    DEFLEC18
 AD8647
 AD8647  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8647  Standards:
 AD8647         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8647            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8647  -------------------------------------------------------------------
 AD8647  NETWORK    3.30   4.88           1.42   1.27   2.49      0.04937498
 AD8647  -------------------------------------------------------------------
 AD8647  Click here for local accuracies and other accuracy information.
 AD8647
 AD8647.The horizontal coordinates were established by GPS observations
 AD8647.and adjusted by the National Geodetic Survey in June 2012.
 AD8647
 AD8647.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8647.been affixed to the stable North American tectonic plate. See 
 AD8647.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8647
 AD8647.The horizontal coordinates are valid at the epoch date displayed above
 AD8647.which is a decimal equivalence of Year/Month/Day.
 AD8647
 AD8647.The orthometric height was determined by GPS observations and a
 AD8647.high-resolution geoid model.
 AD8647
 AD8647.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8647.GEOID18 height accuracy estimate available here.
 AD8647
 AD8647.Click photographs - Photos may exist for this station.
 AD8647
 AD8647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8647
 AD8647.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8647
 AD8647.The ellipsoidal height was determined by GPS observations
 AD8647.and is referenced to NAD 83.
 AD8647
 AD8647. The following values were computed from the NAD 83(2011) position.
 AD8647
 AD8647;                    North         East     Units Scale Factor Converg.
 AD8647;SPC FL E     -   189,289.990   165,524.869   MT  0.99995585   -0 09 04.5
 AD8647;SPC FL E     -   621,028.91    543,059.51   sFT  0.99995585   -0 09 04.5
 AD8647;UTM  17      - 2,880,357.387   465,536.632   MT  0.99961466   -0 09 04.5
 AD8647
 AD8647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8647!SPC FL E     -   1.00000327  x   0.99995585  =   0.99995912
 AD8647!UTM  17      -   1.00000327  x   0.99961466  =   0.99961793
 AD8647
 AD8647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6553680357(NAD 83)
 AD8647
 AD8647                          SUPERSEDED SURVEY CONTROL
 AD8647
 AD8647  NAD 83(2007)-  26 02 30.44649(N)    081 20 40.15356(W) AD(2002.00) 0
 AD8647  ELLIP H (02/10/07)  -20.821  (m)                       GP(2002.00)    
 AD8647  NAD 83(1999)-  26 02 30.44643(N)    081 20 40.15410(W) AD(       ) 1
 AD8647  ELLIP H (05/31/01)  -20.804  (m)                       GP(       ) 4 1
 AD8647  NAD 83(1990)-  26 02 30.44396(N)    081 20 40.15293(W) AD(       ) 1
 AD8647  ELLIP H (08/02/93)  -20.770  (m)                       GP(       ) 4 1
 AD8647
 AD8647.Superseded values are not recommended for survey control.
 AD8647
 AD8647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8647.See file dsdata.pdf to determine how the superseded data were derived.
 AD8647
 AD8647_MARKER: DD = SURVEY DISK
 AD8647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8647_STAMPING: 5130-072 9235 1992
 AD8647_MARK LOGO: DENI
 AD8647_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AD8647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8647+STABILITY: SURFACE MOTION
 AD8647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8647+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AD8647
 AD8647  HISTORY     - Date     Condition        Report By
 AD8647  HISTORY     - 1992     MONUMENTED       DENI
 AD8647  HISTORY     - 20150224 MARK NOT FOUND   FL-021
 AD8647
 AD8647                          STATION DESCRIPTION
 AD8647
 AD8647'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AD8647'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.7, TWP 51S, RGE
 AD8647'30E, 6.5 MI (10.5 KM) NORTH OF COPELAND, 3 MI (4.8 KM) NORTH OF
 AD8647'JEROME, AT DEEP LAKE, 7.8 MI (12.6 KM) SOUTH OF THE JUNCTION OF
 AD8647'I-75/STATE ROUTE 84 AND STATE ROUTE 29, EXIT 14.
 AD8647'STATION IS 85.0 FT (25.9 M) WEST OF THE CENTERLINE OF STATE ROUTE 29,
 AD8647'86.0 FT (26.2 M) SOUTH OF THE CENTERLINE OF A PAVED DRIVEWAY TO
 AD8647'COPELAND ROAD PRISON NO.27, 91.5 FT (27.9 M) SOUTHEAST OF A CONCRETE
 AD8647'POWER POLE, 10.0 FT (3.0 M) WEST OF A WITNESS POST AT THE WEST EDGE
 AD8647'OF A HEDGEROW.
 AD8647'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AD8647'SET IN TOP OF 10 INCH ROUND CONCRETE MONUMENT, 3 INCHES BELOW GROUND
 AD8647'LEVEL.
 AD8647
 AD8647                          STATION RECOVERY (2015)
 AD8647
 AD8647'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2015 (MLB)
 AD8647'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5518 ***********************************************************************
 DL5518  DESIGNATION -  518
 DL5518  PID         -  DL5518
 DL5518  STATE/COUNTY-  FL/POLK
 DL5518  COUNTRY     -  US
 DL5518  USGS QUAD   -  ELOISE (2018)
 DL5518
 DL5518                         *CURRENT SURVEY CONTROL
 DL5518  ______________________________________________________________________
 DL5518* NAD 83(1986) POSITION- 27 58 41.9    (N) 081 37 49.5    (W)   HD_HELD2
 DL5518* NAVD 88 ORTHO HEIGHT -    37.277 (meters)      122.30  (feet) ADJUSTED
 DL5518  ______________________________________________________________________
 DL5518  GEOID HEIGHT    -        -26.675 (meters)                     GEOID18
 DL5518  DYNAMIC HEIGHT  -         37.221 (meters)      122.12  (feet) COMP
 DL5518  MODELED GRAVITY -    979,155.6   (mgal)                       NAVD 88
 DL5518
 DL5518  VERT ORDER      -  FIRST     CLASS II
 DL5518
 DL5518.The horizontal coordinates were established by autonomous hand held GPS
 DL5518.observations and have an estimated accuracy of +/- 10 meters.
 DL5518
 DL5518.The orthometric height was determined by differential leveling and
 DL5518.adjusted by the NATIONAL GEODETIC SURVEY
 DL5518.in December 2013.
 DL5518
 DL5518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5518.GEOID18 height accuracy estimate available here.
 DL5518
 DL5518.Click photographs - Photos may exist for this station.
 DL5518
 DL5518.The dynamic height is computed by dividing the NAVD 88
 DL5518.geopotential number by the normal gravity value computed on the
 DL5518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5518.degrees latitude (g = 980.6199 gals.).
 DL5518
 DL5518.The modeled gravity was interpolated from observed gravity values.
 DL5518
 DL5518;                    North         East    Units  Estimated Accuracy
 DL5518;SPC FL W     -   403,860.      236,358.      MT  (+/- 10 meters HH2 GPS)
 DL5518
 DL5518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3800294959(NAD 83)
 DL5518
 DL5518                          SUPERSEDED SURVEY CONTROL
 DL5518
 DL5518  NAVD 88 (12/28/09)   37.286  (m)          122.33   (f) SUPERSEDED  1 2
 DL5518
 DL5518.Superseded values are not recommended for survey control.
 DL5518
 DL5518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5518.See file dsdata.pdf to determine how the superseded data were derived.
 DL5518
 DL5518_MARKER: DD = SURVEY DISK
 DL5518_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL5518_STAMPING: BM 518
 DL5518_MARK LOGO: FLDT
 DL5518_PROJECTION: FLUSH
 DL5518_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5518+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2015
 DL5518
 DL5518  HISTORY     - Date     Condition        Report By
 DL5518  HISTORY     - UNK      MONUMENTED       FLDT
 DL5518  HISTORY     - 20071120 GOOD             FLDEP
 DL5518  HISTORY     - 20100514 GOOD             FLDEP
 DL5518  HISTORY     - 20110812 GOOD             MCKIM
 DL5518  HISTORY     - 20130113 GOOD             FLDEP
 DL5518  HISTORY     - 20150828 GOOD             FLDEP
 DL5518
 DL5518                          STATION DESCRIPTION
 DL5518
 DL5518'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5518'THE MARK IS ABOUT 9.1 MI (14.6 KM) SOUTH OF HAINES CITY, 6.0 MI (9.7
 DL5518'KM) NORTH OF LAKE WALES, 4.0 MI (6.4 KM) WEST OF CYPRESS GARDEN, IN
 DL5518'SECTION 8, TOWNSHIP 29 SOUTH, RANGE 27 EAST.
 DL5518'
 DL5518'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 OVERPASS
 DL5518'AND U.S. HIGHWAY 27 IN LAKE WALES, GO NORTH ON U.S. HIGHWAY 27 FOR
 DL5518'5.95 MI (9.6 KM) TO THE INTERSECTION OF STATE HIGHWAY 540 (CYPRESS
 DL5518'GARDENS BOULEVARD ON THE LEFT AND WAVERLY ROAD ON THE RIGHT) AND THE
 DL5518'MARK ON THE RIGHT, SET IN THE TOP OF A 0.4 FT (0.1 M) SQUARE CONCRETE
 DL5518'POST RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DL5518'LEVEL WITH U.S. HIGHWAY 27 NORTHBOUND LANES.
 DL5518'
 DL5518'LOCATED 165.0 FT (50.3 M) SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF
 DL5518'WAVERLY ROAD, 69.7 FT (21.2 M) EAST OF THE EAST EDGE OF THE PAVEMENT
 DL5518'OF U.S. HIGHWAY 27 NORTHBOUND LANES, 37.0 FT (11.3 M) SOUTH OF A
 DL5518'LARGER LAMAR SIGN AND 1.0 FT (0.3 M) WEST OF A FLDT METAL WITNESS
 DL5518'POST.    NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF
 DL5518'THE MONUMENT.
 DL5518
 DL5518                          STATION RECOVERY (2010)
 DL5518
 DL5518'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (BPJ)
 DL5518'RECOVERED AS DESCRIBED.
 DL5518
 DL5518                          STATION RECOVERY (2011)
 DL5518
 DL5518'RECOVERY NOTE BY MCKIM AND CREED 2011 (CJB)
 DL5518'RECOVERED IN GOOD CONDITION.
 DL5518
 DL5518                          STATION RECOVERY (2013)
 DL5518
 DL5518'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (BPJ)
 DL5518'RECOVERED AS DESCRIBED.
 DL5518
 DL5518                          STATION RECOVERY (2015)
 DL5518
 DL5518'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DL5518'RECOVERED AS DESCRIBED.
 DL5518'
 DL5518'NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6648 ***********************************************************************
 DE6648  DESIGNATION -  52 CMP
 DE6648  PID         -  DE6648
 DE6648  STATE/COUNTY-  FL/UNION
 DE6648  COUNTRY     -  US
 DE6648  USGS QUAD   -  RAIFORD (2018)
 DE6648
 DE6648                         *CURRENT SURVEY CONTROL
 DE6648  ______________________________________________________________________
 DE6648* NAD 83(1986) POSITION- 30 06 49.     (N) 082 11 02.     (W)   SCALED
 DE6648* NAVD 88 ORTHO HEIGHT -    42.200 (meters)      138.45  (feet) ADJUSTED
 DE6648  ______________________________________________________________________
 DE6648  GEOID HEIGHT    -        -28.168 (meters)                     GEOID18
 DE6648  DYNAMIC HEIGHT  -         42.144 (meters)      138.27  (feet) COMP
 DE6648  MODELED GRAVITY -    979,318.3   (mgal)                       NAVD 88
 DE6648
 DE6648  VERT ORDER      -  SECOND    CLASS I
 DE6648
 DE6648.The horizontal coordinates were scaled from a map and have
 DE6648.an estimated accuracy of +/- 6 seconds.
 DE6648
 DE6648.The orthometric height was determined by differential leveling and
 DE6648.adjusted by the NATIONAL GEODETIC SURVEY
 DE6648.in July 2004.
 DE6648
 DE6648.No vertical observational check was made to the station.
 DE6648
 DE6648.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6648.GEOID18 height accuracy estimate available here.
 DE6648
 DE6648.Click photographs - Photos may exist for this station.
 DE6648
 DE6648.The dynamic height is computed by dividing the NAVD 88
 DE6648.geopotential number by the normal gravity value computed on the
 DE6648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6648.degrees latitude (g = 980.6199 gals.).
 DE6648
 DE6648.The modeled gravity was interpolated from observed gravity values.
 DE6648
 DE6648;                    North         East    Units  Estimated Accuracy
 DE6648;SPC FL N     -   125,710.      823,190.      MT  (+/- 180 meters Scaled)
 DE6648
 DE6648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP859319(NAD 83)
 DE6648
 DE6648                          SUPERSEDED SURVEY CONTROL
 DE6648
 DE6648.No superseded survey control is available for this station.
 DE6648
 DE6648_MARKER: DB = BENCH MARK DISK
 DE6648_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE6648_STAMPING: 52 CMP 1970
 DE6648_MARK LOGO: USGS
 DE6648_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6648_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6648_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6648+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1992
 DE6648
 DE6648  HISTORY     - Date     Condition        Report By
 DE6648  HISTORY     - 1970     MONUMENTED       USGS
 DE6648  HISTORY     - 19920208 GOOD             NGS
 DE6648
 DE6648                          STATION DESCRIPTION
 DE6648
 DE6648'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 DE6648'THE MARK IS ABOUT 4.0 MI (6.4 KM) NORTHEAST OF RAIFORD IN SECTION 34,
 DE6648'T 4 S, R 21 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 121
 DE6648'AND COUNTY ROAD CR-125 NORTHEAST OF RAIFORD, GO SOUTHEAST ON COUNTY
 DE6648'ROAD CR-125 FOR 1.8 MI (2.9 KM) TO THE MARK ON THE RIGHT, SET IN THE
 DE6648'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.
 DE6648'LOCATED 38.5 FT (11.7 M) SOUTH OF THE CENTER LINE OF COUNTY ROAD
 DE6648'CR-125, 30.0 FT (9.1 M) WEST OF THE APPROXIMATE CENTERLINE OF A
 DE6648'PRIVATE DRIVEWAY, 6.4 FT (2.0 M) SOUTHWEST OF A 14-INCH CEDAR TREE,
 DE6648'1.7 FT (0.5 M) NORTH OF A POWER POLE WITH A TRANSFORMER AND TWO GUY
 DE6648'WIRES AND 1.1 FT (0.3 M) SOUTHWEST OF A METAL WITNESS POST. NOTE  THE
 DE6648'MARK HAS BEEN HIT BY A MOWER AND THE DESIGNATION IS HARD TO READ.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0245 ***********************************************************************
 BE0245  DESIGNATION -  52 WSM USGS
 BE0245  PID         -  BE0245
 BE0245  STATE/COUNTY-  FL/JACKSON
 BE0245  COUNTRY     -  US
 BE0245  USGS QUAD   -  COTTONDALE EAST (2018)
 BE0245
 BE0245                         *CURRENT SURVEY CONTROL
 BE0245  ______________________________________________________________________
 BE0245* NAD 83(1986) POSITION- 30 51 59.     (N) 085 16 14.     (W)   SCALED
 BE0245* NAVD 88 ORTHO HEIGHT -    32.075 (meters)      105.23  (feet) ADJUSTED
 BE0245  ______________________________________________________________________
 BE0245  GEOID HEIGHT    -        -28.033 (meters)                     GEOID18
 BE0245  DYNAMIC HEIGHT  -         32.034 (meters)      105.10  (feet) COMP
 BE0245  MODELED GRAVITY -    979,360.9   (mgal)                       NAVD 88
 BE0245
 BE0245  VERT ORDER      -  SECOND    CLASS 0
 BE0245
 BE0245.The horizontal coordinates were scaled from a map and have
 BE0245.an estimated accuracy of +/- 6 seconds.
 BE0245
 BE0245.The orthometric height was determined by differential leveling and
 BE0245.adjusted by the NATIONAL GEODETIC SURVEY
 BE0245.in June 1991.
 BE0245
 BE0245.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0245.GEOID18 height accuracy estimate available here.
 BE0245
 BE0245.Click photographs - Photos may exist for this station.
 BE0245
 BE0245.The dynamic height is computed by dividing the NAVD 88
 BE0245.geopotential number by the normal gravity value computed on the
 BE0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0245.degrees latitude (g = 980.6199 gals.).
 BE0245
 BE0245.The modeled gravity was interpolated from observed gravity values.
 BE0245
 BE0245;                    North         East    Units  Estimated Accuracy
 BE0245;SPC FL N     -   207,140.      526,310.      MT  (+/- 180 meters Scaled)
 BE0245
 BE0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV653160(NAD 83)
 BE0245
 BE0245                          SUPERSEDED SURVEY CONTROL
 BE0245
 BE0245  NGVD 29 (??/??/92)   32.196  (m)          105.63   (f) ADJ UNCH    2 0
 BE0245
 BE0245.Superseded values are not recommended for survey control.
 BE0245
 BE0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0245.See file dsdata.pdf to determine how the superseded data were derived.
 BE0245
 BE0245_MARKER: DD = SURVEY DISK
 BE0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0245_STAMPING: 52 WSM 1948 106
 BE0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0245+STABILITY: SURFACE MOTION
 BE0245
 BE0245  HISTORY     - Date     Condition        Report By
 BE0245  HISTORY     - 1948     MONUMENTED       USGS
 BE0245  HISTORY     - 1952     GOOD             CGS
 BE0245  HISTORY     - 1964     MARK NOT FOUND   CGS
 BE0245
 BE0245                          STATION DESCRIPTION
 BE0245
 BE0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0245'7.8 MI W FROM GREENWOOD.
 BE0245'ABOUT 2.65 MILES WEST ALONG A GRADED ROAD FROM THE SCHOOL AT
 BE0245'GREENWOOD, THENCE ABOUT 0.5 MILE SOUTH ALONG A GRADED ROAD,
 BE0245'THENCE ABOUT 3.95 MILES WEST ALONG A GRADED ROAD, THENCE ABOUT 0.65
 BE0245'MILE SOUTH ALONG A GRADED ROAD, ABOUT 0.55 MILE NORTHWEST OF A
 BE0245'BRIDGE OVER WADDELLS MILL CREEK, ABOUT 15 YARDS SOUTH OF THE
 BE0245'TOP OF A GRADE, 33 FEET EAST OF CENTER LINE OF ROAD, ABOUT 103
 BE0245'YARDS NORTH OF CENTER OF A CURVE WITH TANGENTS EXTENDING
 BE0245'SOUTHEAST AND NORTH, 9 1/2 FEET EAST OF A FENCE LINE, 58 FEET
 BE0245'WEST OF A 10-INCH CHINABERRY TREE, 1 FOOT WEST OF A WHITE
 BE0245'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET
 BE0245'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BE0245
 BE0245                          STATION RECOVERY (1964)
 BE0245
 BE0245'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BE0245'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8594 ***********************************************************************
 DN8594  DESIGNATION -  52.82
 DN8594  PID         -  DN8594
 DN8594  STATE/COUNTY-  FL/CITRUS
 DN8594  COUNTRY     -  US
 DN8594  USGS QUAD   -  STOKES FERRY (2018)
 DN8594
 DN8594                         *CURRENT SURVEY CONTROL
 DN8594  ______________________________________________________________________
 DN8594* NAD 83(1986) POSITION- 28 53 02.3    (N) 082 18 08.7    (W)   HD_HELD2
 DN8594* NAVD 88 ORTHO HEIGHT -    15.808 (meters)       51.86  (feet) ADJUSTED
 DN8594  ______________________________________________________________________
 DN8594  GEOID HEIGHT    -        -27.367 (meters)                     GEOID18
 DN8594  DYNAMIC HEIGHT  -         15.785 (meters)       51.79  (feet) COMP
 DN8594  MODELED GRAVITY -    979,229.3   (mgal)                       NAVD 88
 DN8594
 DN8594  VERT ORDER      -  SECOND    CLASS I
 DN8594
 DN8594.The horizontal coordinates were established by autonomous hand held GPS
 DN8594.observations and have an estimated accuracy of +/- 10 meters.
 DN8594
 DN8594.The orthometric height was determined by differential leveling and
 DN8594.adjusted by the NATIONAL GEODETIC SURVEY
 DN8594.in July 2012.
 DN8594
 DN8594.No vertical observational check was made to the station.
 DN8594
 DN8594.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8594.GEOID18 height accuracy estimate available here.
 DN8594
 DN8594.Click photographs - Photos may exist for this station.
 DN8594
 DN8594.The dynamic height is computed by dividing the NAVD 88
 DN8594.geopotential number by the normal gravity value computed on the
 DN8594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8594.degrees latitude (g = 980.6199 gals.).
 DN8594
 DN8594.The modeled gravity was interpolated from observed gravity values.
 DN8594
 DN8594;                    North         East    Units  Estimated Accuracy
 DN8594;SPC FL W     -   504,208.      170,502.      MT  (+/- 10 meters HH2 GPS)
 DN8594
 DN8594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7299795828(NAD 83)
 DN8594
 DN8594                          SUPERSEDED SURVEY CONTROL
 DN8594
 DN8594.No superseded survey control is available for this station.
 DN8594
 DN8594_MARKER: DD = SURVEY DISK
 DN8594_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN8594_SP_SET: BRIDGE GUARDRAIL
 DN8594_STAMPING: 52.82
 DN8594_MARK LOGO: FLSRD
 DN8594_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8594_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8594+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DN8594
 DN8594  HISTORY     - Date     Condition        Report By
 DN8594  HISTORY     - UNK      MONUMENTED       FLSRD
 DN8594  HISTORY     - 20101201 GOOD             FLDEP
 DN8594
 DN8594                          STATION DESCRIPTION
 DN8594
 DN8594'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN8594'THE MARK IS ABOUT 9.1 MI (14.6 KM) SOUTHEAST OF HOLDER, 5.8 MI (9.3
 DN8594'KM) WEST-NORTHWEST OF RUTLAND, 3.7 MI (6.0 KM) NORTH-NORTHEAST OF
 DN8594'INVERNESS, IN SECTION 34, TOWNSHIP 18 SOUTH, RANGE 20 EAST.
 DN8594'
 DN8594'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 44 WEST AND U.S.
 DN8594'HIGHWAY 41 (NORTH FLORIDA AVENUE) IN INVERNESS, GO NORTH ON U.S.
 DN8594'HIGHWAY 41 (NORTH FLORIDA AVENUE) FOR 0.3 MI (0.5 KM) TO THE JUNCTION
 DN8594'OF ZEPHYR STREET ON THE RIGHT.  TURN RIGHT ON ZEPHYR STREET AND GO
 DN8594'EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF ELLA AVENUE (COUNTY ROAD
 DN8594'581) ON THE LEFT.  TURN LEFT ON ELLA AVENUE (COUNTY ROAD 581) AND GO
 DN8594'NORTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF COUNTY ROAD 581 (EAST
 DN8594'TURNER CAMP ROAD).  CONTINUE NORTHEAST ON COUNTY ROAD 581 (EAST TURNER
 DN8594'CAMP ROAD) FOR 4.25 MI (6.8 KM) TO THE BROGDEN BRIDGE STRUCTURE AND
 DN8594'THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE GUARDRAIL
 DN8594'ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF COUNTY ROAD 581 (EAST TURNER
 DN8594'CAMP ROAD).
 DN8594'
 DN8594'LOCATED 14.3 FT (4.4 M) NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE
 DN8594'OF COUNTY ROAD 581 (EAST TURNER CAMP ROAD), 2.1 FT (0.6 M) ABOVE A
 DN8594'CONCRETE CURB AND 0.4 FT (12 CM) WEST OF THE EAST END OF A CONCRETE
 DN8594'GUARDRAIL END COLUMN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0668 ***********************************************************************
 AQ0668  DESIGNATION -  52.9
 AQ0668  PID         -  AQ0668
 AQ0668  STATE/COUNTY-  FL/PUTNAM
 AQ0668  COUNTRY     -  US
 AQ0668  USGS QUAD   -  WELAKA (2018)
 AQ0668
 AQ0668                         *CURRENT SURVEY CONTROL
 AQ0668  ______________________________________________________________________
 AQ0668* NAD 83(1986) POSITION- 29 26 02.     (N) 081 43 31.     (W)   SCALED
 AQ0668* NAVD 88 ORTHO HEIGHT -    15.824 (meters)       51.92  (feet) ADJUSTED
 AQ0668  ______________________________________________________________________
 AQ0668  GEOID HEIGHT    -        -28.349 (meters)                     GEOID18
 AQ0668  DYNAMIC HEIGHT  -         15.802 (meters)       51.84  (feet) COMP
 AQ0668  MODELED GRAVITY -    979,267.4   (mgal)                       NAVD 88
 AQ0668
 AQ0668  VERT ORDER      -  FIRST     CLASS II
 AQ0668
 AQ0668.The horizontal coordinates were scaled from a map and have
 AQ0668.an estimated accuracy of +/- 6 seconds.
 AQ0668
 AQ0668.The orthometric height was determined by differential leveling and
 AQ0668.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0668.in June 1991.
 AQ0668
 AQ0668.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0668.GEOID18 height accuracy estimate available here.
 AQ0668
 AQ0668.Click photographs - Photos may exist for this station.
 AQ0668
 AQ0668.The dynamic height is computed by dividing the NAVD 88
 AQ0668.geopotential number by the normal gravity value computed on the
 AQ0668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0668.degrees latitude (g = 980.6199 gals.).
 AQ0668
 AQ0668.The modeled gravity was interpolated from observed gravity values.
 AQ0668
 AQ0668;                    North         East    Units  Estimated Accuracy
 AQ0668;SPC FL E     -   565,340.      129,630.      MT  (+/- 180 meters Scaled)
 AQ0668
 AQ0668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN296562(NAD 83)
 AQ0668
 AQ0668                          SUPERSEDED SURVEY CONTROL
 AQ0668
 AQ0668  NGVD 29 (??/??/92)   16.114  (m)           52.87   (f) ADJ UNCH    1 2
 AQ0668
 AQ0668.Superseded values are not recommended for survey control.
 AQ0668
 AQ0668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0668.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0668
 AQ0668_MARKER: N = NAIL
 AQ0668_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ0668_SP_SET: ROOT OF TREE
 AQ0668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0668
 AQ0668  HISTORY     - Date     Condition        Report By
 AQ0668  HISTORY     - UNK      MONUMENTED       USACE
 AQ0668  HISTORY     - 1933     GOOD             CGS
 AQ0668  HISTORY     - 1939     GOOD             CGS
 AQ0668
 AQ0668                          STATION DESCRIPTION
 AQ0668
 AQ0668'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 AQ0668'5.2 MI E FROM LAKE KERR.
 AQ0668'ABOUT 5 1/4 MILES EAST BY ROAD FROM LAKE KERR.  ON THE ROAD
 AQ0668'FROM LAKE KERR TO FT. GATES FERRY WEST LANDING, ABOUT 150 FEET
 AQ0668'WEST OF U.S.E.D. STATION 101 + 32, THE TOP OF A NAIL IN THE
 AQ0668'ROOT OF AN OAK TREE.
 AQ0668
 AQ0668                          STATION RECOVERY (1939)
 AQ0668
 AQ0668'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 AQ0668'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4818 ***********************************************************************
 AC4818  DESIGNATION -  5228 091 9241
 AC4818  PID         -  AC4818
 AC4818  STATE/COUNTY-  FL/COLLIER
 AC4818  COUNTRY     -  US
 AC4818  USGS QUAD   -  ROYAL PALM HAMMOCK (2018)
 AC4818
 AC4818                         *CURRENT SURVEY CONTROL
 AC4818  ______________________________________________________________________
 AC4818* NAD 83(2011) POSITION- 25 57 33.86752(N) 081 30 44.85686(W)   ADJUSTED
 AC4818* NAD 83(2011) ELLIP HT-   -22.337 (meters)        (06/27/12)   ADJUSTED
 AC4818* NAD 83(2011) EPOCH   -  2010.00
 AC4818* NAVD 88 ORTHO HEIGHT -     1.3   (meters)        4.    (feet) GPS OBS
 AC4818  ______________________________________________________________________
 AC4818  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AC4818  GEOID HEIGHT    -        -24.630 (meters)                     GEOID93
 AC4818  GEOID HEIGHT    -        -23.585 (meters)                     GEOID18
 AC4818  NAD 83(2011) X  -    846,936.438 (meters)                     COMP
 AC4818  NAD 83(2011) Y  - -5,675,426.756 (meters)                     COMP
 AC4818  NAD 83(2011) Z  -  2,775,009.474 (meters)                     COMP
 AC4818  LAPLACE CORR    -         -2.00  (seconds)                    DEFLEC18
 AC4818
 AC4818  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC4818  Standards:
 AC4818         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC4818            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC4818  -------------------------------------------------------------------
 AC4818  NETWORK    1.48   2.29           0.58   0.63   1.17     -0.01185610
 AC4818  -------------------------------------------------------------------
 AC4818  Click here for local accuracies and other accuracy information.
 AC4818
 AC4818.The horizontal coordinates were established by GPS observations
 AC4818.and adjusted by the National Geodetic Survey in June 2012.
 AC4818
 AC4818.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC4818.been affixed to the stable North American tectonic plate. See 
 AC4818.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC4818
 AC4818.The horizontal coordinates are valid at the epoch date displayed above
 AC4818.which is a decimal equivalence of Year/Month/Day.
 AC4818
 AC4818.The orthometric height was determined by GPS observations and a
 AC4818.high-resolution geoid model.
 AC4818
 AC4818.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4818.GEOID18 height accuracy estimate available here.
 AC4818
 AC4818.Click photographs - Photos may exist for this station.
 AC4818
 AC4818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4818
 AC4818.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC4818
 AC4818.The ellipsoidal height was determined by GPS observations
 AC4818.and is referenced to NAD 83.
 AC4818
 AC4818. The following values were computed from the NAD 83(2011) position.
 AC4818
 AC4818;                    North         East     Units Scale Factor Converg.
 AC4818;SPC FL E     -   180,218.446   148,678.626   MT  0.99997369   -0 13 27.6
 AC4818;SPC FL E     -   591,266.68    487,789.79   sFT  0.99997369   -0 13 27.6
 AC4818;UTM  17      - 2,871,288.937   448,696.137   MT  0.99963250   -0 13 27.6
 AC4818
 AC4818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4818!SPC FL E     -   1.00000351  x   0.99997369  =   0.99997720
 AC4818!UTM  17      -   1.00000351  x   0.99963250  =   0.99963601
 AC4818
 AC4818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ4869671288(NAD 83)
 AC4818
 AC4818                          SUPERSEDED SURVEY CONTROL
 AC4818
 AC4818  NAD 83(2007)-  25 57 33.86768(N)    081 30 44.85755(W) AD(2002.00) 0
 AC4818  ELLIP H (02/10/07)  -22.317  (m)                       GP(2002.00)    
 AC4818  NAD 83(1999)-  25 57 33.86755(N)    081 30 44.85835(W) AD(       ) 1
 AC4818  ELLIP H (05/31/01)  -22.252  (m)                       GP(       ) 4 1
 AC4818  NAD 83(1990)-  25 57 33.86537(N)    081 30 44.85841(W) AD(       ) 1
 AC4818  ELLIP H (08/02/93)  -22.389  (m)                       GP(       ) 4 1
 AC4818
 AC4818.Superseded values are not recommended for survey control.
 AC4818
 AC4818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4818.See file dsdata.pdf to determine how the superseded data were derived.
 AC4818
 AC4818_MARKER: DD = SURVEY DISK
 AC4818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4818_STAMPING: 5228-091 9241 1992
 AC4818_MARK LOGO: DENI
 AC4818_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC4818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4818+STABILITY: SURFACE MOTION
 AC4818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4818+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2007
 AC4818
 AC4818  HISTORY     - Date     Condition        Report By
 AC4818  HISTORY     - 1992     MONUMENTED       DENI
 AC4818  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC4818  HISTORY     - 20070210 GOOD             HOLE
 AC4818
 AC4818                          STATION DESCRIPTION
 AC4818
 AC4818'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AC4818'STATION IS LOCATED IN THE NORTH HALF OF SEC.9, TWP 52S, RGE 28E, 5.5
 AC4818'MI (8.9 KM) SOUTHEAST OF ROYAL PALM HAMMOCK, AT PORT OF THE ISLANDS,
 AC4818'0.2 MI (0.3 KM) WEST OF THE U.S.HIGHWAY 41/TAMIAMI TRAIL BRIDGE OVER
 AC4818'THE FAKA UNION CANAL, IN THE MEDIAN OF U.S.HIGHWAY 41.
 AC4818'STATION IS 48.1 FT (14.7 M) SOUTH SOUTHWEST OF THE CENTERLINE OF THE
 AC4818'WEST(NORTH)BOUND LANES OF U.S. HWY 41, 50.5 FT (15.4 M) NORTHWEST OF
 AC4818'THE CENTERLINE INTERSECTION OF THE EAST(SOUTH)BOUND LANES OF U.S. HWY
 AC4818'41 AND THE WEST ENTRANCE DRIVE TO THE PORT OF THE ISLANDS HOTEL, 69.5
 AC4818'FT (21.2 M) WEST OF THE NORTH TIP OF A TRIANGULAR GRASS ISLAND IN THE
 AC4818'MEDIAN OF U.S. HWY 41, 23.4 FT (7.1 M) NORTHWEST OF A WITNESS SIGN.
 AC4818'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY DISK SET IN
 AC4818'TOP OF 8 INCH ROUND CONCRETE MONUMENT, 2 INCHES BELOW GROUND LEVEL.
 AC4818
 AC4818                          STATION RECOVERY (1999)
 AC4818
 AC4818'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC4818'MARK NOT FOUND.
 AC4818
 AC4818                          STATION RECOVERY (2007)
 AC4818
 AC4818'RECOVERY NOTE BY HOLE MONTES AND ASSOCIATES INC 2007 (BRH)
 AC4818'WITNESS SIGN IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4819 ***********************************************************************
 AC4819  DESIGNATION -  5229 212 9239
 AC4819  PID         -  AC4819
 AC4819  STATE/COUNTY-  FL/COLLIER
 AC4819  COUNTRY     -  US
 AC4819  USGS QUAD   -  WEAVERS STATION (2018)
 AC4819
 AC4819                         *CURRENT SURVEY CONTROL
 AC4819  ______________________________________________________________________
 AC4819* NAD 83(2011) POSITION- 25 55 18.43374(N) 081 24 36.50081(W)   ADJUSTED
 AC4819* NAD 83(2011) ELLIP HT-   -22.833 (meters)        (06/27/12)   ADJUSTED
 AC4819* NAD 83(2011) EPOCH   -  2010.00
 AC4819* NAVD 88 ORTHO HEIGHT -     0.896 (meters)        2.94  (feet) ADJUSTED
 AC4819  ______________________________________________________________________
 AC4819  GEOID HEIGHT    -        -23.716 (meters)                     GEOID18
 AC4819  NAD 83(2011) X  -    857,342.733 (meters)                     COMP
 AC4819  NAD 83(2011) Y  - -5,675,707.502 (meters)                     COMP
 AC4819  NAD 83(2011) Z  -  2,771,261.326 (meters)                     COMP
 AC4819  LAPLACE CORR    -         -2.27  (seconds)                    DEFLEC18
 AC4819  DYNAMIC HEIGHT  -          0.894 (meters)        2.93  (feet) COMP
 AC4819  MODELED GRAVITY -    979,024.5   (mgal)                       NAVD 88
 AC4819
 AC4819  VERT ORDER      -  FIRST     CLASS II
 AC4819
 AC4819  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC4819  Standards:
 AC4819         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC4819            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC4819  -------------------------------------------------------------------
 AC4819  NETWORK    1.33   2.06           0.57   0.52   1.05      0.01318331
 AC4819  -------------------------------------------------------------------
 AC4819  Click here for local accuracies and other accuracy information.
 AC4819
 AC4819.The horizontal coordinates were established by GPS observations
 AC4819.and adjusted by the National Geodetic Survey in June 2012.
 AC4819
 AC4819.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC4819.been affixed to the stable North American tectonic plate. See 
 AC4819.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC4819
 AC4819.The horizontal coordinates are valid at the epoch date displayed above
 AC4819.which is a decimal equivalence of Year/Month/Day.
 AC4819
 AC4819.The orthometric height was determined by differential leveling and
 AC4819.adjusted by the NATIONAL GEODETIC SURVEY
 AC4819.in March 2002.
 AC4819
 AC4819.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4819.GEOID18 height accuracy estimate available here.
 AC4819
 AC4819.Click photographs - Photos may exist for this station.
 AC4819
 AC4819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4819
 AC4819.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC4819
 AC4819.The ellipsoidal height was determined by GPS observations
 AC4819.and is referenced to NAD 83.
 AC4819
 AC4819.The dynamic height is computed by dividing the NAVD 88
 AC4819.geopotential number by the normal gravity value computed on the
 AC4819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4819.degrees latitude (g = 980.6199 gals.).
 AC4819
 AC4819.The modeled gravity was interpolated from observed gravity values.
 AC4819
 AC4819. The following values were computed from the NAD 83(2011) position.
 AC4819
 AC4819;                    North         East     Units Scale Factor Converg.
 AC4819;SPC FL E     -   176,014.644   158,912.855   MT  0.99996201   -0 10 45.5
 AC4819;SPC FL E     -   577,474.71    521,366.59   sFT  0.99996201   -0 10 45.5
 AC4819;UTM  17      - 2,867,086.571   458,926.874   MT  0.99962083   -0 10 45.5
 AC4819
 AC4819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4819!SPC FL E     -   1.00000359  x   0.99996201  =   0.99996560
 AC4819!UTM  17      -   1.00000359  x   0.99962083  =   0.99962442
 AC4819
 AC4819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5892667086(NAD 83)
 AC4819
 AC4819                          SUPERSEDED SURVEY CONTROL
 AC4819
 AC4819  NAD 83(2007)-  25 55 18.43390(N)    081 24 36.50147(W) AD(2002.00) 0
 AC4819  ELLIP H (02/10/07)  -22.806  (m)                       GP(2002.00)    
 AC4819  NAD 83(1999)-  25 55 18.43398(N)    081 24 36.50203(W) AD(       ) 1
 AC4819  ELLIP H (05/31/01)  -22.767  (m)                       GP(       ) 4 1
 AC4819  NAD 83(1990)-  25 55 18.43167(N)    081 24 36.50187(W) AD(       ) 1
 AC4819  ELLIP H (08/02/93)  -22.728  (m)                       GP(       ) 4 1
 AC4819  NAVD 88               0.90   (m)            3.0    (f) LEVELING    3  
 AC4819  NAVD 88 (08/02/93)    0.9    (m)  GEOID93  model used  GPS OBS        
 AC4819
 AC4819.Superseded values are not recommended for survey control.
 AC4819
 AC4819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4819.See file dsdata.pdf to determine how the superseded data were derived.
 AC4819
 AC4819_MARKER: DD = SURVEY DISK
 AC4819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4819_STAMPING: 5229 212 9239 1992
 AC4819_MARK LOGO: DENI
 AC4819_PROJECTION: RECESSED 15 CENTIMETERS
 AC4819_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AC4819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4819+STABILITY: SURFACE MOTION
 AC4819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4819+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2014
 AC4819
 AC4819  HISTORY     - Date     Condition        Report By
 AC4819  HISTORY     - 1992     MONUMENTED       DENI
 AC4819  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC4819  HISTORY     - 20010714 GOOD             LDBLS
 AC4819  HISTORY     - 2002     GOOD             MAPTEC
 AC4819  HISTORY     - 20130506 MARK NOT FOUND   FL-021
 AC4819  HISTORY     - 20140710 GOOD             FL-021
 AC4819
 AC4819                          STATION DESCRIPTION
 AC4819
 AC4819'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AC4819'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.21 (PROJECTED), TWP
 AC4819'52S, RGE 29E, 3.0 MI (4.8 KM) NORTHWEST OF CARNESTOWN, 7 MI
 AC4819'(11.3 KM) SOUTHEAST OF PORT OF THE ISLANDS, EAST OF EAST END OF
 AC4819'U.S.HIGHWAY 41 /TAMIAMI TRAIL BRIDGE NO. 030071 OVER A CANAL.
 AC4819'STATION IS 21.3 FT (6.5 M) SOUTH SOUTHWEST OF THE CENTERLINE OF U.S.
 AC4819'HWY 41/TAMIAMI TRAIL, 101.5 FT (30.9 M) EAST SOUTHEAST OF A FL DEPT
 AC4819'OF TRANSPORATION BENCHMARK DISK (PID AC3231), STAMPED--6.13 RESET
 AC4819'1977--ON THE TOP OF THE EASTERLY END OF THE SOUTHERLY CONCRETE RAIL
 AC4819'OF THE BRIDGE, 4.3 FT (1.3 M) NORTH NORTHEAST OF A WITNESS POST NEAR
 AC4819'THE EASTERLY END OF A METAL GUARDRAIL ALONG THE SOUTH SIDE OF THE
 AC4819'HIGHWAY.
 AC4819'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY DISK SET IN
 AC4819'TOP OF 8 INCH ROUND CONCRETE MONUMENT, 6 INCHES BELOW GROUND LEVEL.
 AC4819
 AC4819                          STATION RECOVERY (1999)
 AC4819
 AC4819'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC4819'MARK NOT FOUND.
 AC4819
 AC4819                          STATION RECOVERY (2001)
 AC4819
 AC4819'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC4819'THE MARK IS ABOUT 45.5 KM (28.27 MI) SOUTHEAST OF NAPLES, ABOUT 4.8 KM
 AC4819'(2.97 MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 AC4819'29, IN CARNESTOWN, COLLIER COUNTY, FLORIDA. OWNERSHIP--FLORIDA
 AC4819'DEPARTMENT OF TRANSPORTATION.
 AC4819'
 AC4819'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC4819'COUNTY ROAD 951 (I-75 EXIT 15, NEAR NAPLES)  GO SOUTH ON COUNTY ROAD
 AC4819'951 11.1 KM (6.9 MI) TO ITS INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI
 AC4819'TRAIL), GO SOUTHEAST ON U.S. HIGHWAY 41 13.1 KM (8.16 MILES) TO ITS
 AC4819'JUNCTION WITH COUNTY ROAD 92, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41
 AC4819'20.6 KM (12.78 MI) TO THE SOUTHEAST END OF BRIDGE NUMBER 030071 AND
 AC4819'THE MARK ON THE RIGHT.
 AC4819'
 AC4819'THE MARK IS 30.33 M (99.5 FT) SOUTHEAST OF THE SOUTHEAST ABUTMENT OF
 AC4819'BRIDGE NUMBER 030071, 6.25 M (20.5 FT) SOUTHWEST OF THE CENTERLINE OF
 AC4819'U.S.  HIGHWAY 41, 0.64 M1.28 M (4.2 FT) NORTHEAST OF A CARSONITE
 AC4819'WITNESS POST, 0.64 M (2.1 FT) NORTHEAST OF A STEEL GUARDRAIL, 0.55 M
 AC4819'(1.8 FT) NORTHWEST OF THE SOUTHEAST END OF A STEEL GUARDRAIL. THE MARK
 AC4819'IS A DISK SET FLUSH IN TOP OF A CONCRETE MONUMENT RECESSED 15 CM
 AC4819'(0.5 FT) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.46 M (1.5 FT) BELOW
 AC4819'THE LEVEL OF THE HIGHWAY.
 AC4819
 AC4819                          STATION RECOVERY (2002)
 AC4819
 AC4819'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC4819'RECOVERED IN GOOD CONDITION.
 AC4819
 AC4819                          STATION RECOVERY (2013)
 AC4819
 AC4819'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC4819'MARK NOT FOUND.
 AC4819
 AC4819                          STATION RECOVERY (2014)
 AC4819
 AC4819'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AC4819'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4820 ***********************************************************************
 AC4820  DESIGNATION -  5229 252 9237
 AC4820  PID         -  AC4820
 AC4820  STATE/COUNTY-  FL/COLLIER
 AC4820  COUNTRY     -  US
 AC4820  USGS QUAD   -  OCHOPEE (2018)
 AC4820
 AC4820                         *CURRENT SURVEY CONTROL
 AC4820  ______________________________________________________________________
 AC4820* NAD 83(2011) POSITION- 25 54 36.05285(N) 081 21 49.63267(W)   ADJUSTED
 AC4820* NAD 83(2011) ELLIP HT-   -22.404 (meters)        (06/27/12)   ADJUSTED
 AC4820* NAD 83(2011) EPOCH   -  2010.00
 AC4820* NAVD 88 ORTHO HEIGHT -     1.4   (meters)        5.    (feet) GPS OBS
 AC4820  ______________________________________________________________________
 AC4820  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AC4820  GEOID HEIGHT    -        -24.890 (meters)                     GEOID93
 AC4820  GEOID HEIGHT    -        -23.792 (meters)                     GEOID18
 AC4820  NAD 83(2011) X  -    862,019.749 (meters)                     COMP
 AC4820  NAD 83(2011) Y  - -5,675,575.988 (meters)                     COMP
 AC4820  NAD 83(2011) Z  -  2,770,088.443 (meters)                     COMP
 AC4820  LAPLACE CORR    -         -2.33  (seconds)                    DEFLEC18
 AC4820
 AC4820  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC4820  Standards:
 AC4820         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC4820            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC4820  -------------------------------------------------------------------
 AC4820  NETWORK    2.59   3.51           1.12   0.99   1.79      0.06808433
 AC4820  -------------------------------------------------------------------
 AC4820  Click here for local accuracies and other accuracy information.
 AC4820
 AC4820.The horizontal coordinates were established by GPS observations
 AC4820.and adjusted by the National Geodetic Survey in June 2012.
 AC4820
 AC4820.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC4820.been affixed to the stable North American tectonic plate. See 
 AC4820.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC4820
 AC4820.The horizontal coordinates are valid at the epoch date displayed above
 AC4820.which is a decimal equivalence of Year/Month/Day.
 AC4820
 AC4820.The orthometric height was determined by GPS observations and a
 AC4820.high-resolution geoid model.
 AC4820
 AC4820.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4820.GEOID18 height accuracy estimate available here.
 AC4820
 AC4820.Click photographs - Photos may exist for this station.
 AC4820
 AC4820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4820
 AC4820.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC4820
 AC4820.The ellipsoidal height was determined by GPS observations
 AC4820.and is referenced to NAD 83.
 AC4820
 AC4820. The following values were computed from the NAD 83(2011) position.
 AC4820
 AC4820;                    North         East     Units Scale Factor Converg.
 AC4820;SPC FL E     -   174,696.762   163,552.780   MT  0.99995757   -0 09 32.3
 AC4820;SPC FL E     -   573,150.96    536,589.41   sFT  0.99995757   -0 09 32.3
 AC4820;UTM  17      - 2,865,769.138   463,565.216   MT  0.99961639   -0 09 32.3
 AC4820
 AC4820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4820!SPC FL E     -   1.00000352  x   0.99995757  =   0.99996109
 AC4820!UTM  17      -   1.00000352  x   0.99961639  =   0.99961991
 AC4820
 AC4820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6356565769(NAD 83)
 AC4820
 AC4820                          SUPERSEDED SURVEY CONTROL
 AC4820
 AC4820  NAD 83(2007)-  25 54 36.05301(N)    081 21 49.63334(W) AD(2002.00) 0
 AC4820  ELLIP H (02/10/07)  -22.377  (m)                       GP(2002.00)    
 AC4820  NAD 83(1999)-  25 54 36.05306(N)    081 21 49.63386(W) AD(       ) 1
 AC4820  ELLIP H (05/31/01)  -22.341  (m)                       GP(       ) 4 1
 AC4820  NAD 83(1990)-  25 54 36.05044(N)    081 21 49.63290(W) AD(       ) 1
 AC4820  ELLIP H (08/02/93)  -22.287  (m)                       GP(       ) 4 1
 AC4820
 AC4820.Superseded values are not recommended for survey control.
 AC4820
 AC4820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4820.See file dsdata.pdf to determine how the superseded data were derived.
 AC4820
 AC4820_MARKER: DD = SURVEY DISK
 AC4820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4820_STAMPING: 5229 252 9237 1992
 AC4820_MARK LOGO: DENI
 AC4820_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC4820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4820+STABILITY: SURFACE MOTION
 AC4820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4820+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2013
 AC4820
 AC4820  HISTORY     - Date     Condition        Report By
 AC4820  HISTORY     - 1992     MONUMENTED       DENI
 AC4820  HISTORY     - 19991231 GOOD             USPSQD
 AC4820  HISTORY     - 20110929 GOOD             GEOCAC
 AC4820  HISTORY     - 20130506 GOOD             FL-021
 AC4820
 AC4820                          STATION DESCRIPTION
 AC4820
 AC4820'DESCRIBED BY DENI ASSOCIATES INCORPORATED 1992
 AC4820'STATION IS LOCATED IN THE SOUTHEAST QUARTER OF SEC.25, TWP 52S, RGE
 AC4820'29E, 4 MI (6.4 KM) WEST NORTHWEST OF OCHOPEE, AT CARNESTOWN, IN THE
 AC4820'SOUTH QUADRANT OF THE JUNCTION OF U.S.HIGHWAY 41/TAMIAMI TRAIL AND
 AC4820'STATE ROUTE 29/CO.ROAD 29, IN THE GRASS ISLAND BETWEEN THE PAVED
 AC4820'ACCESS DRIVEWAYS FROM U.S. HWY 41 TO THE COUNTY SHERIFFS OFFICE.
 AC4820'STATION IS 166.5 FT (50.7 M) SOUTHWEST OF THE CENTERLINE OF U.S.HWY
 AC4820'41/TAMIAMI TRAIL, 368 FT (112.2 M) SOUTHEAST OF THE CENTERLINE OF
 AC4820'CO.ROAD 29, 66.3 FT (20.2 M) NORTHEAST OF THE NORTHWEST CORNER OF THE
 AC4820'CO. SHERIFFS OFFICE BUILDING, 86.0 FT (26.2 M) SOUTH SOUTHWEST OF
 AC4820'THE CENTER OF A DROP INLET, 4.2 FT (1.3 M) NORTHEAST OF A WITNESS
 AC4820'POST.
 AC4820'STATION MARK IS A DENI ASSOC 3.25 INCH ALUMINUM GPS SURVEY MARK DISK
 AC4820'SET IN THE TOP OF 5 INCH DIA BASE OF A METAL FLAG POLE (CUT OFF)
 AC4820'FILLED WITH CONCRETE, WITHIN AN 8 INCH DIA CORRUGATED STEEL PIPE
 AC4820'SLEEVE FILLED WITH CONCRETE, 36 INCHES IN DEPTH, PROJECTING 7 INCHES
 AC4820'ABOVE GROUND LEVEL.
 AC4820
 AC4820                          STATION RECOVERY (1999)
 AC4820
 AC4820'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC4820'RECOVERED IN GOOD CONDITION.
 AC4820
 AC4820                          STATION RECOVERY (2011)
 AC4820
 AC4820'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AC4820'RECOVERED IN GOOD CONDITION.
 AC4820
 AC4820                          STATION RECOVERY (2013)
 AC4820
 AC4820'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC4820'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8836 ***********************************************************************
 DN8836  DESIGNATION -  524 A
 DN8836  PID         -  DN8836
 DN8836  STATE/COUNTY-  FL/HERNANDO
 DN8836  COUNTRY     -  US
 DN8836  USGS QUAD   -  BROOKSVILLE NW (2018)
 DN8836
 DN8836                         *CURRENT SURVEY CONTROL
 DN8836  ______________________________________________________________________
 DN8836* NAD 83(1986) POSITION- 28 40 54.6    (N) 082 25 11.6    (W)   HD_HELD2
 DN8836* NAVD 88 ORTHO HEIGHT -    11.608 (meters)       38.08  (feet) ADJUSTED
 DN8836  ______________________________________________________________________
 DN8836  GEOID HEIGHT    -        -26.920 (meters)                     GEOID18
 DN8836  DYNAMIC HEIGHT  -         11.592 (meters)       38.03  (feet) COMP
 DN8836  MODELED GRAVITY -    979,209.1   (mgal)                       NAVD 88
 DN8836
 DN8836  VERT ORDER      -  SECOND    CLASS I
 DN8836
 DN8836.The horizontal coordinates were established by autonomous hand held GPS
 DN8836.observations and have an estimated accuracy of +/- 10 meters.
 DN8836
 DN8836.The orthometric height was determined by differential leveling and
 DN8836.adjusted by the NATIONAL GEODETIC SURVEY
 DN8836.in July 2012.
 DN8836
 DN8836.No vertical observational check was made to the station.
 DN8836
 DN8836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8836.GEOID18 height accuracy estimate available here.
 DN8836
 DN8836.Click photographs - Photos may exist for this station.
 DN8836
 DN8836.The dynamic height is computed by dividing the NAVD 88
 DN8836.geopotential number by the normal gravity value computed on the
 DN8836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8836.degrees latitude (g = 980.6199 gals.).
 DN8836
 DN8836.The modeled gravity was interpolated from observed gravity values.
 DN8836
 DN8836;                    North         East    Units  Estimated Accuracy
 DN8836;SPC FL W     -   481,841.      158,964.      MT  (+/- 10 meters HH2 GPS)
 DN8836
 DN8836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6127373561(NAD 83)
 DN8836
 DN8836                          SUPERSEDED SURVEY CONTROL
 DN8836
 DN8836.No superseded survey control is available for this station.
 DN8836
 DN8836_MARKER: F = FLANGE-ENCASED ROD
 DN8836_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8836_STAMPING: 524 A 2011
 DN8836_MARK LOGO: SWFWMD
 DN8836_PROJECTION: FLUSH
 DN8836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8836+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DN8836_ROD/PIPE-DEPTH: 4.2 meters
 DN8836
 DN8836  HISTORY     - Date     Condition        Report By
 DN8836  HISTORY     - 20110205 MONUMENTED       FLDEP
 DN8836
 DN8836                          STATION DESCRIPTION
 DN8836
 DN8836'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN8836'THE MARK IS ABOUT 11.9 MI (19.1 KM) SOUTH-SOUTHWEST OF INVERNESS, 9.6
 DN8836'MI (15.4 KM) EAST-SOUTHEAST OF CHASSAHOWITZKA, 9.0 MI (14.5 KM)
 DN8836'NORTH-NORTHWEST OF BROOKSVILLE, IN SECTION 5, TOWNSHIP 21 SOUTH, RANGE
 DN8836'19 EAST.
 DN8836'
 DN8836'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 491 (CITRUS
 DN8836'WAY) AND U.S. HIGHWAY 98 (PONCE DE LEON ROAD), ABOUT 8.0 MI (12.9 KM)
 DN8836'NORTHWEST OF BROOKSVILLE, GO NORTH ON COUNTY ROAD 491 (CITRUS WAY) FOR
 DN8836'3.4 MI (5.5 KM) TO THE INTERSECTION OF COUNTY ROAD 491 (CITRUS WAY)
 DN8836'AND EAST STAGE COACH TRAIL (COUNTY ROAD 480).  TURN RIGHT ON EAST
 DN8836'STAGE COACH TRAIL (COUNTY ROAD 480) AND GO EAST FOR 1.5 MI (2.4 KM) TO
 DN8836'THE INTERSECTION OF FOREST ROAD 13 (BRITTLE ROAD) A DIRT ROAD AND THE
 DN8836'ENTRANCE TO THE CITRUS WILDLIFE MANAGEMENT AREA.  TURN RIGHT ON FOREST
 DN8836'ROAD-13 (BRITTLE ROAD) AND GO SOUTH FOR 0.9 MI (1.4 KM) TO THE
 DN8836'INTERSECTION OF FOREST ROAD-24 CONTINUE SOUTH ON FOREST ROAD-13
 DN8836'(BRITTLE ROAD) FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF FOREST ROAD-28
 DN8836'ON THE LEFT.  TURN LEFT ON FOREST ROAD-28 AND GO EAST FOR 0.3 MI (0.5
 DN8836'KM) TO THE JUNCTION OF A DIM DIRT ROAD ON THE LEFT.  TURN LEFT ON THE
 DN8836'DIM DIRT ROAD AND GO NORTH FOR 0.4 MI (0.6 KM) TO THE DEAD END AND THE
 DN8836'MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 13.7 FT (4.2 M)
 DN8836'WITH A ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH (10 CM)
 DN8836'PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DN8836'
 DN8836'LOCATED 56.3 FT (17.2 M) WEST OF SURVEY MARK 524 B, 28.3 FT (8.6 M)
 DN8836'WEST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD, 25.7 FT (7.8 M)
 DN8836'SOUTH-SOUTHWEST OF A LONE STANDING PALM TREE AND 1.8 FT (0.5 M)
 DN8836'SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST.
 DN8836'
 DN8836'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8836'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8835 ***********************************************************************
 DN8835  DESIGNATION -  524 B
 DN8835  PID         -  DN8835
 DN8835  STATE/COUNTY-  FL/HERNANDO
 DN8835  COUNTRY     -  US
 DN8835  USGS QUAD   -  BROOKSVILLE NW (2018)
 DN8835
 DN8835                         *CURRENT SURVEY CONTROL
 DN8835  ______________________________________________________________________
 DN8835* NAD 83(1986) POSITION- 28 40 54.4    (N) 082 25 10.0    (W)   HD_HELD2
 DN8835* NAVD 88 ORTHO HEIGHT -    11.731 (meters)       38.49  (feet) ADJUSTED
 DN8835  ______________________________________________________________________
 DN8835  GEOID HEIGHT    -        -26.921 (meters)                     GEOID18
 DN8835  DYNAMIC HEIGHT  -         11.714 (meters)       38.43  (feet) COMP
 DN8835  MODELED GRAVITY -    979,209.1   (mgal)                       NAVD 88
 DN8835
 DN8835  VERT ORDER      -  SECOND    CLASS I
 DN8835
 DN8835.The horizontal coordinates were established by autonomous hand held GPS
 DN8835.observations and have an estimated accuracy of +/- 10 meters.
 DN8835
 DN8835.The orthometric height was determined by differential leveling and
 DN8835.adjusted by the NATIONAL GEODETIC SURVEY
 DN8835.in July 2012.
 DN8835
 DN8835.No vertical observational check was made to the station.
 DN8835
 DN8835.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8835.GEOID18 height accuracy estimate available here.
 DN8835
 DN8835.Click photographs - Photos may exist for this station.
 DN8835
 DN8835.The dynamic height is computed by dividing the NAVD 88
 DN8835.geopotential number by the normal gravity value computed on the
 DN8835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8835.degrees latitude (g = 980.6199 gals.).
 DN8835
 DN8835.The modeled gravity was interpolated from observed gravity values.
 DN8835
 DN8835;                    North         East    Units  Estimated Accuracy
 DN8835;SPC FL W     -   481,835.      159,007.      MT  (+/- 10 meters HH2 GPS)
 DN8835
 DN8835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6131773554(NAD 83)
 DN8835
 DN8835                          SUPERSEDED SURVEY CONTROL
 DN8835
 DN8835.No superseded survey control is available for this station.
 DN8835
 DN8835_MARKER: F = FLANGE-ENCASED ROD
 DN8835_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8835_STAMPING: 524 B 2011
 DN8835_MARK LOGO: SWFWMD
 DN8835_PROJECTION: FLUSH
 DN8835_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8835_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8835+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DN8835_ROD/PIPE-DEPTH: 3.8 meters
 DN8835
 DN8835  HISTORY     - Date     Condition        Report By
 DN8835  HISTORY     - 20110205 MONUMENTED       FLDEP
 DN8835
 DN8835                          STATION DESCRIPTION
 DN8835
 DN8835'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DN8835'THE MARK IS ABOUT 11.9 MI (19.1 KM) SOUTH-SOUTHWEST OF INVERNESS, 9.6
 DN8835'MI (15.4 KM) EAST-SOUTHEAST OF CHASSAHOWITZKA, 9.0 MI (14.5 KM)
 DN8835'NORTH-NORTHWEST OF BROOKSVILLE, IN SECTION 5, TOWNSHIP 21 SOUTH, RANGE
 DN8835'19 EAST.
 DN8835'
 DN8835'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 491 (CITRUS
 DN8835'WAY) AND U.S. HIGHWAY 98 (PONCE DE LEON ROAD), ABOUT 8.0 MI (12.9 KM)
 DN8835'NORTHWEST OF BROOKSVILLE, GO NORTH ON COUNTY ROAD 491 (CITRUS WAY) FOR
 DN8835'3.4 MI (5.5 KM) TO THE INTERSECTION OF COUNTY ROAD 491 (CITRUS WAY)
 DN8835'AND EAST STAGE COACH TRAIL (COUNTY ROAD 480).  TURN RIGHT ON EAST
 DN8835'STAGE COACH TRAIL (COUNTY ROAD 480) AND GO EAST FOR 1.5 MI (2.4 KM) TO
 DN8835'THE INTERSECTION OF FOREST ROAD 13 (BRITTLE ROAD) A DIRT ROAD AND THE
 DN8835'ENTRANCE TO THE CITRUS WILDLIFE MANAGEMENT AREA.  TURN RIGHT ON FOREST
 DN8835'ROAD-13 (BRITTLE ROAD) AND GO SOUTH FOR 0.9 MI (1.4 KM) TO THE
 DN8835'INTERSECTION OF FOREST ROAD-24 CONTINUE SOUTH ON FOREST ROAD-13
 DN8835'(BRITTLE ROAD) FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF FOREST ROAD-26
 DN8835'ON THE LEFT.  TURN LEFT ON FOREST ROAD-26 AND GO EAST FOR 0.3 MI (0.5
 DN8835'KM) TO THE JUNCTION OF A DIM DIRT ROAD ON THE LEFT.  TURN LEFT ON THE
 DN8835'DIM DIRT ROAD AND GO NORTH FOR 0.4 MI (0.6 KM) TO THE DEAD END AND THE
 DN8835'MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.6 FT (3.8 M)
 DN8835'WITH A ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH (10 CM)
 DN8835'PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DN8835'
 DN8835'LOCATED 67.5 FT (20.6 M) NORTH-NORTHWEST OF A 5.0 FT (1.5 M) DIAMETER
 DN8835'OAK TREE, 56.3 FT (17.2 M) EAST OF SURVEY MARK 524 A, 28.9 FT (8.8 M)
 DN8835'EAST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD, 19.0 FT (5.8 M)
 DN8835'WEST-SOUTHWEST OF A LONE STANDING PALM TREE AND 1.8 FT (0.5 M) SOUTH
 DN8835'OF A CARSONITE WITNESS POST.
 DN8835'
 DN8835'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8835'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ3128 ***********************************************************************
 DJ3128  DESIGNATION -  52A
 DJ3128  PID         -  DJ3128
 DJ3128  STATE/COUNTY-  FL/CHARLOTTE
 DJ3128  COUNTRY     -  US
 DJ3128  USGS QUAD   -  MURDOCK (2018)
 DJ3128
 DJ3128                         *CURRENT SURVEY CONTROL
 DJ3128  ______________________________________________________________________
 DJ3128* NAD 83(1986) POSITION- 27 00 28.46   (N) 082 08 04.92   (W)   HD_HELD1
 DJ3128* NAVD 88 ORTHO HEIGHT -     3.750 (meters)       12.30  (feet) ADJUSTED
 DJ3128  ______________________________________________________________________
 DJ3128  GEOID HEIGHT    -        -24.015 (meters)                     GEOID18
 DJ3128  DYNAMIC HEIGHT  -          3.744 (meters)       12.28  (feet) COMP
 DJ3128  MODELED GRAVITY -    979,119.9   (mgal)                       NAVD 88
 DJ3128
 DJ3128  VERT ORDER      -  FIRST     CLASS II
 DJ3128
 DJ3128.The horizontal coordinates were determined by differentially corrected
 DJ3128.hand held GPS observations or other comparable positioning techniques
 DJ3128.and have an estimated accuracy of +/- 3 meters.
 DJ3128
 DJ3128.The orthometric height was determined by differential leveling and
 DJ3128.adjusted by the NATIONAL GEODETIC SURVEY
 DJ3128.in May 2008.
 DJ3128
 DJ3128.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ3128.GEOID18 height accuracy estimate available here.
 DJ3128
 DJ3128.Click photographs - Photos may exist for this station.
 DJ3128
 DJ3128.The dynamic height is computed by dividing the NAVD 88
 DJ3128.geopotential number by the normal gravity value computed on the
 DJ3128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ3128.degrees latitude (g = 980.6199 gals.).
 DJ3128
 DJ3128.The modeled gravity was interpolated from observed gravity values.
 DJ3128
 DJ3128;                    North         East    Units  Estimated Accuracy
 DJ3128;SPC FL W     -   296,287.1     186,632.1     MT  (+/- 3 meters HH1 GPS) 
 DJ3128
 DJ3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8742487817(NAD 83)
 DJ3128
 DJ3128                          SUPERSEDED SURVEY CONTROL
 DJ3128
 DJ3128.No superseded survey control is available for this station.
 DJ3128
 DJ3128_MARKER: DD = SURVEY DISK
 DJ3128_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ3128_STAMPING: BM 52A
 DJ3128_MARK LOGO: FLDT
 DJ3128_PROJECTION: FLUSH
 DJ3128_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ3128_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ3128_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ3128+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2016
 DJ3128
 DJ3128  HISTORY     - Date     Condition        Report By
 DJ3128  HISTORY     - UNK      MONUMENTED       FLDT
 DJ3128  HISTORY     - 20051004 GOOD             FLDEP
 DJ3128  HISTORY     - 20140216 GOOD             FLDEP
 DJ3128  HISTORY     - 20160802 GOOD             HSS
 DJ3128
 DJ3128                          STATION DESCRIPTION
 DJ3128
 DJ3128'DESCRIBED BY FL DEPT OF ENV PRO 2005 (BPJ)
 DJ3128'THE MARK IS IN PORT CHARLOTTE IN ESTIMATED SECTION 8, TOWNSHIP 40
 DJ3128'SOUTH, RANGE 22 EAST.
 DJ3128'
 DJ3128'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 DJ3128'776 SOUTH IN PORT CHARLOTTE, GO EAST ON U.S. HIGHWAY 41 FOR 0.7 MI TO
 DJ3128'THE JUNCTION OF THE SOUTH ENTRANCE TO K-MART ON THE LEFT AND THE MARK
 DJ3128'ON THE LEFT, SET IN THE TOP OF A 4-INCH SQUARE CONCRETE POST FLUSH
 DJ3128'WITH THE GROUND AND LEVEL WITH U.S. HIGHWAY 41.
 DJ3128'
 DJ3128'LOCATED 194.0 FT EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 DJ3128'SOUTH ENTRANCE TO K-MART, 63.9 FT NORTH-NORTHEAST OF THE APPROXIMATE
 DJ3128'CENTERLINE OF U.S. HIGHWAY 41 NORTHBOUND, 24.6 FT SOUTH OF THE PARKING
 DJ3128'LOT CURB FACE, 11.0 FT SOUTHWEST OF THE APPROXIMATE CENTER OF A METAL
 DJ3128'DRAIN BASIN GRATE AND 1.3 FT SOUTH-SOUTHWEST OF A CARSONITE WITNESS
 DJ3128'POST.
 DJ3128
 DJ3128                          STATION RECOVERY (2014)
 DJ3128
 DJ3128'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (JRH)
 DJ3128'RECOVERED AS DESCRIBED.
 DJ3128
 DJ3128                          STATION RECOVERY (2016)
 DJ3128
 DJ3128'RECOVERY NOTE BY HYATT SURVEY SERVICES 2016 (MJW)
 DJ3128'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6650 ***********************************************************************
 DE6650  DESIGNATION -  53 CMP
 DE6650  PID         -  DE6650
 DE6650  STATE/COUNTY-  FL/UNION
 DE6650  COUNTRY     -  US
 DE6650  USGS QUAD   -  RAIFORD (2018)
 DE6650
 DE6650                         *CURRENT SURVEY CONTROL
 DE6650  ______________________________________________________________________
 DE6650* NAD 83(1986) POSITION- 30 06 47.     (N) 082 10 07.     (W)   SCALED
 DE6650* NAVD 88 ORTHO HEIGHT -    42.230 (meters)      138.55  (feet) ADJUSTED
 DE6650  ______________________________________________________________________
 DE6650  GEOID HEIGHT    -        -28.155 (meters)                     GEOID18
 DE6650  DYNAMIC HEIGHT  -         42.174 (meters)      138.37  (feet) COMP
 DE6650  MODELED GRAVITY -    979,319.6   (mgal)                       NAVD 88
 DE6650
 DE6650  VERT ORDER      -  SECOND    CLASS I
 DE6650
 DE6650.The horizontal coordinates were scaled from a map and have
 DE6650.an estimated accuracy of +/- 6 seconds.
 DE6650
 DE6650.The orthometric height was determined by differential leveling and
 DE6650.adjusted by the NATIONAL GEODETIC SURVEY
 DE6650.in July 2004.
 DE6650
 DE6650.No vertical observational check was made to the station.
 DE6650
 DE6650.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6650.GEOID18 height accuracy estimate available here.
 DE6650
 DE6650.Click photographs - Photos may exist for this station.
 DE6650
 DE6650.The dynamic height is computed by dividing the NAVD 88
 DE6650.geopotential number by the normal gravity value computed on the
 DE6650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6650.degrees latitude (g = 980.6199 gals.).
 DE6650
 DE6650.The modeled gravity was interpolated from observed gravity values.
 DE6650
 DE6650;                    North         East    Units  Estimated Accuracy
 DE6650;SPC FL N     -   125,680.      824,660.      MT  (+/- 180 meters Scaled)
 DE6650
 DE6650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP874318(NAD 83)
 DE6650
 DE6650                          SUPERSEDED SURVEY CONTROL
 DE6650
 DE6650.No superseded survey control is available for this station.
 DE6650
 DE6650_MARKER: DB = BENCH MARK DISK
 DE6650_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE6650_STAMPING: 53 CMP 1970
 DE6650_MARK LOGO: USGS
 DE6650_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6650_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6650_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6650+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1992
 DE6650
 DE6650  HISTORY     - Date     Condition        Report By
 DE6650  HISTORY     - 1970     MONUMENTED       USGS
 DE6650  HISTORY     - 19920208 GOOD             NGS
 DE6650
 DE6650                          STATION DESCRIPTION
 DE6650
 DE6650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 DE6650'THE MARK IS ABOUT 4.0 MI (6.4 KM) NORTHEAST OF RAIFORD IN SECTION 35,
 DE6650'T 4 S, R 21 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 121
 DE6650'AND COUNTY ROAD CR-125 NORTHEAST OF RAIFORD, GO SOUTHEAST ON COUNTY
 DE6650'ROAD CR-125 FOR 2.65 MI (4.26 KM) TO THE MARK ON THE RIGHT, SET IN THE
 DE6650'TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.
 DE6650'LOCATED 47.3 FT (14.4 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD
 DE6650'CR-125, 1.0 FT (0.3 M) NORTHEAST OF A POWER POLE NUMBER A 187 AT THE
 DE6650'TOP OF THE POLE AND LETTER G AT THE BOTTOM OF THE POLE AND 1.0 FT (0.3
 DE6650'M) SOUTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5587 ***********************************************************************
 AK5587  DESIGNATION -  53 R 4 1953
 AK5587  PID         -  AK5587
 AK5587  STATE/COUNTY-  FL/BREVARD
 AK5587  COUNTRY     -  US
 AK5587  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK5587
 AK5587                         *CURRENT SURVEY CONTROL
 AK5587  ______________________________________________________________________
 AK5587* NAD 83(1990) POSITION- 28 27 14.87673(N) 080 32 43.20721(W)   ADJUSTED
 AK5587* NAVD 88 ORTHO HEIGHT -     3.25  (+/-2cm)       10.7   (feet) VERTCON3
 AK5587  ______________________________________________________________________
 AK5587  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 AK5587  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 AK5587  HORZ ORDER      -  SECOND
 AK5587  VERT ORDER      -  THIRD ? (See Below)
 AK5587
 AK5587.The horizontal coordinates were established by classical geodetic methods
 AK5587.and adjusted by the National Geodetic Survey in May 1991.
 AK5587
 AK5587.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK5587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK5587
 AK5587.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5587.GEOID18 height accuracy estimate available here.
 AK5587
 AK5587.The vertical order pertains to the NGVD 29 superseded value.
 AK5587
 AK5587.Click photographs - Photos may exist for this station.
 AK5587
 AK5587.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK5587
 AK5587. The following values were computed from the NAD 83(1990) position.
 AK5587
 AK5587;                    North         East     Units Scale Factor Converg.
 AK5587;SPC FL E     -   456,618.583   244,530.412   MT  0.99996564   +0 12 59.9
 AK5587;SPC FL E     - 1,498,089.47    802,263.53   sFT  0.99996564   +0 12 59.9
 AK5587;UTM  17      - 3,147,594.768   544,515.218   MT  0.99962446   +0 12 59.9
 AK5587
 AK5587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5587!SPC FL E     -   1.00000393  x   0.99996564  =   0.99996957
 AK5587!UTM  17      -   1.00000393  x   0.99962446  =   0.99962839
 AK5587
 AK5587:                Primary Azimuth Mark                     Grid Az
 AK5587:SPC FL E     -  ARTESIA                                  224 05 10.2
 AK5587:UTM  17      -  ARTESIA                                  224 05 10.2
 AK5587
 AK5587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4451547594(NAD 83)
 AK5587
 AK5587|---------------------------------------------------------------------|
 AK5587| PID    Reference Object                     Distance      Geod. Az  |
 AK5587|                                                           dddmmss.s |
 AK5587| AK2436 CARL                                249.609 METERS 00412     |
 AK5587| AK5595 TARGET CC                           APPROX. 1.3 KM 0665227.2 |
 AK5587| AK5589 TARGET E                            APPROX. 1.1 KM 0860030.2 |
 AK5587| AK2577 ARTESIA                             APPROX. 5.1 KM 2241810.1 |
 AK5587|---------------------------------------------------------------------|
 AK5587
 AK5587                          SUPERSEDED SURVEY CONTROL
 AK5587
 AK5587  NAD 83(1986)-  28 27 14.88286(N)    080 32 43.22051(W) AD(       ) 2
 AK5587  NAD 27      -  28 27 13.87826(N)    080 32 44.03519(W) AD(       ) 2
 AK5587  NGVD 29               3.63   (m)           11.9    (f) LEVELING    3  
 AK5587
 AK5587.Superseded values are not recommended for survey control.
 AK5587
 AK5587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5587.See file dsdata.pdf to determine how the superseded data were derived.
 AK5587
 AK5587_MARKER: H = DRILL HOLE
 AK5587_SETTING: 0 = UNSPECIFIED SETTING
 AK5587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5587
 AK5587  HISTORY     - Date     Condition        Report By
 AK5587  HISTORY     - 1953     MONUMENTED       CGS
 AK5587  HISTORY     - 1955     GOOD             CGS
 AK5587
 AK5587                          STATION DESCRIPTION
 AK5587
 AK5587'DESCRIBED BY COAST AND GEODETIC SURVEY 1953 (DAJ)
 AK5587'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF COCOA AND
 AK5587'ABOUT 1/2 MILE SOUTHEAST OF CANAVERAL LIGHTHOUSE.  IT IS IN THE
 AK5587'NORTHWEST ANGLE OF A T-ROAD, 60 FEET WEST OF THE CENTERLINE OF
 AK5587'A ROAD AND 20 FEET NORTH OF THE CENTERLINE OF A ROAD.  THE POINT
 AK5587'TRAVERSED TO WAS A PUNCH HOLE IN THE CENTER OF A PEDESTAL WHICH
 AK5587'IS 2.5 FEET HIGH.  THIS IS A BALLISTIC CAMERA STATION.
 AK5587'
 AK5587'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION CARL TO
 AK5587'53-R-4 AND THE DISTANCE IS 818.93 FEET OR 249.610 METERS.
 AK5587'
 AK5587'TO REACH THE STATION FROM THE SOUTH ENTRANCE GATE TO CAPE
 AK5587'CANAVERAL, GO NORTHERLY ON PAVED ROAD FOR 1.4 MILES TO A
 AK5587'FORKS.  TAKE RIGHT FORK AND GO 2.7 MILES TO A REVERSE
 AK5587'FORKS.  CONTINUE NORTHERLY FOR 0.65 MILE TO A SAND ROAD RIGHT.
 AK5587'TURN RIGHT ON SAND ROAD AND GO 0.25 MILE TO STATION ON RIGHT AS
 AK5587'DESCRIBED.
 AK5587
 AK5587                          STATION RECOVERY (1955)
 AK5587
 AK5587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (JOP)
 AK5587'THE STATION WAS RECOVERED AS DESCRIBED BY DON A. JONES IN 1953
 AK5587'AND THE PEDESTAL WAS FOUND TO BE IN GOOD CONDITION.  THE TRAVERSE
 AK5587'DESCRIPTION WAS FOUND TO BE ADEQUATE.  THIS STATION WAS OCCUPIED
 AK5587'BY THIS PARTY.
 AK5587'
 AK5587'A TRAVERSE CONNECTION WAS MADE TO 53 R 4 FROM D 30 R 53 BE AND
 AK5587'THE DISTANCE IS 793.7048 METERS OR 2604.01 FEET.
 AK5587'
 AK5587'NOTE--THE CONTROL BOX AT THIS STATION HAS THE DESIGNATION PAINTED
 AK5587'ON IT (D 4 R 53).  THE STATION IS THE SAME AS DESIGNATED BY
 AK5587'D.A. JONES IN1953.
 AK5587'
 AK5587'THE TO REACH DESCRIPTION WAS FOUND TO BE ADEQUATE.
 AK5587'
 AK5587'HEIGHT OF LIGHT ABOVE STATION MARK - 2.28 METERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7330 ***********************************************************************
 AJ7330  DESIGNATION -  53 RC TT
 AJ7330  PID         -  AJ7330
 AJ7330  STATE/COUNTY-  FL/COLLIER
 AJ7330  COUNTRY     -  US
 AJ7330  USGS QUAD   -  IMMOKALEE (2018)
 AJ7330
 AJ7330                         *CURRENT SURVEY CONTROL
 AJ7330  ______________________________________________________________________
 AJ7330* NAD 83(2011) POSITION- 26 26 54.61129(N) 081 26 01.52206(W)   ADJUSTED
 AJ7330* NAD 83(2011) ELLIP HT-   -13.536 (meters)        (06/27/12)   ADJUSTED
 AJ7330* NAD 83(2011) EPOCH   -  2010.00
 AJ7330* NAVD 88 ORTHO HEIGHT -    10.867 (meters)       35.65  (feet) ADJUSTED
 AJ7330  ______________________________________________________________________
 AJ7330  GEOID HEIGHT    -        -24.397 (meters)                     GEOID18
 AJ7330  NAD 83(2011) X  -    851,168.802 (meters)                     COMP
 AJ7330  NAD 83(2011) Y  - -5,650,605.454 (meters)                     COMP
 AJ7330  NAD 83(2011) Z  -  2,823,631.559 (meters)                     COMP
 AJ7330  LAPLACE CORR    -         -0.63  (seconds)                    DEFLEC18
 AJ7330  DYNAMIC HEIGHT  -         10.850 (meters)       35.60  (feet) COMP
 AJ7330  MODELED GRAVITY -    979,060.6   (mgal)                       NAVD 88
 AJ7330
 AJ7330  VERT ORDER      -  FIRST     CLASS II
 AJ7330
 AJ7330  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ7330  Standards:
 AJ7330         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ7330            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ7330  -------------------------------------------------------------------
 AJ7330  NETWORK    2.17   3.14           0.84   0.92   1.60     -0.23968006
 AJ7330  -------------------------------------------------------------------
 AJ7330  Click here for local accuracies and other accuracy information.
 AJ7330
 AJ7330.The horizontal coordinates were established by GPS observations
 AJ7330.and adjusted by the National Geodetic Survey in June 2012.
 AJ7330
 AJ7330.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ7330.been affixed to the stable North American tectonic plate. See 
 AJ7330.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ7330
 AJ7330.The horizontal coordinates are valid at the epoch date displayed above
 AJ7330.which is a decimal equivalence of Year/Month/Day.
 AJ7330
 AJ7330.The orthometric height was determined by differential leveling and
 AJ7330.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7330.in February 2002.
 AJ7330
 AJ7330.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7330.GEOID18 height accuracy estimate available here.
 AJ7330
 AJ7330.Click photographs - Photos may exist for this station.
 AJ7330
 AJ7330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7330
 AJ7330.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ7330
 AJ7330.The ellipsoidal height was determined by GPS observations
 AJ7330.and is referenced to NAD 83.
 AJ7330
 AJ7330.The dynamic height is computed by dividing the NAVD 88
 AJ7330.geopotential number by the normal gravity value computed on the
 AJ7330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7330.degrees latitude (g = 980.6199 gals.).
 AJ7330
 AJ7330.The modeled gravity was interpolated from observed gravity values.
 AJ7330
 AJ7330. The following values were computed from the NAD 83(2011) position.
 AJ7330
 AJ7330;                    North         East     Units Scale Factor Converg.
 AJ7330;SPC FL E     -   234,375.164   156,741.849   MT  0.99996427   -0 11 35.5
 AJ7330;SPC FL E     -   768,945.85    514,243.88   sFT  0.99996427   -0 11 35.5
 AJ7330;UTM  17      - 2,925,427.178   456,756.609   MT  0.99962309   -0 11 35.5
 AJ7330
 AJ7330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7330!SPC FL E     -   1.00000213  x   0.99996427  =   0.99996640
 AJ7330!UTM  17      -   1.00000213  x   0.99962309  =   0.99962522
 AJ7330
 AJ7330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK5675625427(NAD 83)
 AJ7330
 AJ7330                          SUPERSEDED SURVEY CONTROL
 AJ7330
 AJ7330  NAD 83(2007)-  26 26 54.61143(N)    081 26 01.52277(W) AD(2002.00) 0
 AJ7330  ELLIP H (02/10/07)  -13.512  (m)                       GP(2002.00)    
 AJ7330  NAD 83(1999)-  26 26 54.61157(N)    081 26 01.52273(W) AD(       ) 1
 AJ7330  ELLIP H (12/12/02)  -13.525  (m)                       GP(       ) 4 1
 AJ7330  NAVD 88              10.87   (m)           35.7    (f) LEVELING    3  
 AJ7330
 AJ7330.Superseded values are not recommended for survey control.
 AJ7330
 AJ7330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7330.See file dsdata.pdf to determine how the superseded data were derived.
 AJ7330
 AJ7330_MARKER: DD = SURVEY DISK
 AJ7330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7330_STAMPING: 53 RC TT 1952
 AJ7330_MARK LOGO: CGS
 AJ7330_PROJECTION: FLUSH
 AJ7330_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ7330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7330+STABILITY: SURFACE MOTION
 AJ7330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7330+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2002
 AJ7330
 AJ7330  HISTORY     - Date     Condition        Report By
 AJ7330  HISTORY     - 1952     MONUMENTED       CGS
 AJ7330  HISTORY     - 200106   GOOD             FOST
 AJ7330  HISTORY     - 20020308 GOOD             MAPTEC
 AJ7330  HISTORY     - 20130429 GOOD             FL-021
 AJ7330
 AJ7330                          STATION DESCRIPTION
 AJ7330
 AJ7330'DESCRIBED BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AJ7330'THE MONUMENT IS LOCATED 2.5 MILES (4.02 KM) NORTH OF IMMOKALEE, FL.
 AJ7330'AND 6.5 MILES (10.46 KM) SOUTH OF
 AJ7330'FELDA, FL. IN SECTION 21, TOWNSHIP 46 SOUTH, RANGE 29 EAST.
 AJ7330'
 AJ7330'OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7330'
 AJ7330'TO REACH THE MONUMENT FROM THE JUNCTION OF STATE ROAD 29 AND
 AJ7330'COUNTY ROAD 846 IN IMMOKALEE, GO 3.0 MI (4.8 KM) NORTH ALONG STATE
 AJ7330'ROAD 29 TO THE MONUMENT ON THE
 AJ7330'THE EAST SIDE
 AJ7330'(RIGHT) OF THE ROAD. THE  MONUMENT IS LOCATED 2.5 MILES (4.02
 AJ7330'KM) NORTH OF THE INTERSECTION OF STATE ROAD 29 AND 9TH STREET
 AJ7330'IN IMMOKALEE.
 AJ7330'
 AJ7330'THE MONUMENT IS 100.8 FEET (30.72 M) EAST OF THE CENTERLINE OF STATE
 AJ7330'ROAD 29, 2.7 FEET (0.82 M) WEST OF
 AJ7330'A BARBED WIRE FENCE, 50.0 FEET (15.24 M) SOUTH OF THE CENTER OF A
 AJ7330'PASTURE ACCESS ROAD WITH GATE
 AJ7330'AND 1.0 FEET (0.30 M) WEST OF A METAL WITNESS POST WITH PLAQUE.
 AJ7330
 AJ7330                          STATION RECOVERY (2002)
 AJ7330
 AJ7330'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7330'RECOVERED AS DESCRIBED
 AJ7330
 AJ7330                          STATION RECOVERY (2013)
 AJ7330
 AJ7330'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AJ7330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0249 ***********************************************************************
 BE0249  DESIGNATION -  53 WSM USGS
 BE0249  PID         -  BE0249
 BE0249  STATE/COUNTY-  FL/JACKSON
 BE0249  COUNTRY     -  US
 BE0249  USGS QUAD   -  COTTONDALE EAST (2018)
 BE0249
 BE0249                         *CURRENT SURVEY CONTROL
 BE0249  ______________________________________________________________________
 BE0249* NAD 83(1986) POSITION- 30 50 29.     (N) 085 15 47.     (W)   SCALED
 BE0249* NAVD 88 ORTHO HEIGHT -    25.669 (meters)       84.22  (feet) ADJUSTED
 BE0249  ______________________________________________________________________
 BE0249  GEOID HEIGHT    -        -28.067 (meters)                     GEOID18
 BE0249  DYNAMIC HEIGHT  -         25.636 (meters)       84.11  (feet) COMP
 BE0249  MODELED GRAVITY -    979,357.9   (mgal)                       NAVD 88
 BE0249
 BE0249  VERT ORDER      -  SECOND    CLASS 0
 BE0249
 BE0249.The horizontal coordinates were scaled from a map and have
 BE0249.an estimated accuracy of +/- 6 seconds.
 BE0249
 BE0249.The orthometric height was determined by differential leveling and
 BE0249.adjusted by the NATIONAL GEODETIC SURVEY
 BE0249.in June 1991.
 BE0249
 BE0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0249.GEOID18 height accuracy estimate available here.
 BE0249
 BE0249.Click photographs - Photos may exist for this station.
 BE0249
 BE0249.The dynamic height is computed by dividing the NAVD 88
 BE0249.geopotential number by the normal gravity value computed on the
 BE0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0249.degrees latitude (g = 980.6199 gals.).
 BE0249
 BE0249.The modeled gravity was interpolated from observed gravity values.
 BE0249
 BE0249;                    North         East    Units  Estimated Accuracy
 BE0249;SPC FL N     -   204,360.      527,000.      MT  (+/- 180 meters Scaled)
 BE0249
 BE0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV661133(NAD 83)
 BE0249
 BE0249                          SUPERSEDED SURVEY CONTROL
 BE0249
 BE0249  NGVD 29 (??/??/92)   25.792  (m)           84.62   (f) ADJ UNCH    2 0
 BE0249
 BE0249.Superseded values are not recommended for survey control.
 BE0249
 BE0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0249.See file dsdata.pdf to determine how the superseded data were derived.
 BE0249
 BE0249_MARKER: DD = SURVEY DISK
 BE0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0249_STAMPING: 53 WSM 1948 84
 BE0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0249+STABILITY: SURFACE MOTION
 BE0249
 BE0249  HISTORY     - Date     Condition        Report By
 BE0249  HISTORY     - 1948     MONUMENTED       USGS
 BE0249  HISTORY     - 1952     GOOD             CGS
 BE0249  HISTORY     - 1964     GOOD             CGS
 BE0249  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0249
 BE0249                          STATION DESCRIPTION
 BE0249
 BE0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0249'6.2 MI NW FROM MARIANNA.
 BE0249'ABOUT 1.65 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE COURT
 BE0249'HOUSE AT MARIANNA, THENCE ABOUT 4.6 MILES NORTH AND NORTHWEST
 BE0249'ALONG A GRADED ROAD, ON THE INSIDE OF A CURVE WITH TANGENTS
 BE0249'EXTENDING SOUTH AND NORTHWEST, ABOUT 135 YARDS NORTH OF THE
 BE0249'TOP OF A GRADE, 32 FEET WEST OF CENTER LINE OF ROAD, 15 FEET
 BE0249'SOUTH OF A TWIN HACKBERRY TREE, 17 FEET NORTHWEST OF A TRIANGULAR
 BE0249'BLAZED 36-INCH OAK TREE, 7 FEET WEST OF A FENCE LINE, 1 FOOT
 BE0249'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW
 BE0249'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BE0249'5 INCHES.  NOTE-- THE MARK IS NOW 4 INCHES BELOW THE SURFACE
 BE0249'OF THE GROUND.  THE WHITE POST WAS REPLACED WITH A WITNESS SIGN.
 BE0249
 BE0249                          STATION RECOVERY (1964)
 BE0249
 BE0249'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BE0249'RECOVERED IN GOOD CONDITION.
 BE0249
 BE0249                          STATION RECOVERY (2001)
 BE0249
 BE0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0249'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8613 ***********************************************************************
 DN8613  DESIGNATION -  535 A
 DN8613  PID         -  DN8613
 DN8613  STATE/COUNTY-  FL/SUMTER
 DN8613  COUNTRY     -  US
 DN8613  USGS QUAD   -  CLAY SINK (2018)
 DN8613
 DN8613                         *CURRENT SURVEY CONTROL
 DN8613  ______________________________________________________________________
 DN8613* NAD 83(1986) POSITION- 28 29 39.4    (N) 082 01 15.9    (W)   HD_HELD2
 DN8613* NAVD 88 ORTHO HEIGHT -    27.401 (meters)       89.90  (feet) ADJUSTED
 DN8613  ______________________________________________________________________
 DN8613  GEOID HEIGHT    -        -26.791 (meters)                     GEOID18
 DN8613  DYNAMIC HEIGHT  -         27.361 (meters)       89.77  (feet) COMP
 DN8613  MODELED GRAVITY -    979,208.8   (mgal)                       NAVD 88
 DN8613
 DN8613  VERT ORDER      -  SECOND    CLASS I
 DN8613
 DN8613.The horizontal coordinates were established by autonomous hand held GPS
 DN8613.observations and have an estimated accuracy of +/- 10 meters.
 DN8613
 DN8613.The orthometric height was determined by differential leveling and
 DN8613.adjusted by the NATIONAL GEODETIC SURVEY
 DN8613.in July 2012.
 DN8613
 DN8613.No vertical observational check was made to the station.
 DN8613
 DN8613.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8613.GEOID18 height accuracy estimate available here.
 DN8613
 DN8613.Click photographs - Photos may exist for this station.
 DN8613
 DN8613.The dynamic height is computed by dividing the NAVD 88
 DN8613.geopotential number by the normal gravity value computed on the
 DN8613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8613.degrees latitude (g = 980.6199 gals.).
 DN8613
 DN8613.The modeled gravity was interpolated from observed gravity values.
 DN8613
 DN8613;                    North         East    Units  Estimated Accuracy
 DN8613;SPC FL W     -   460,984.      197,936.      MT  (+/- 10 meters HH2 GPS)
 DN8613
 DN8613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0006352382(NAD 83)
 DN8613
 DN8613                          SUPERSEDED SURVEY CONTROL
 DN8613
 DN8613.No superseded survey control is available for this station.
 DN8613
 DN8613_MARKER: DD = SURVEY DISK
 DN8613_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN8613+WITH SETTING: INFORMATION.
 DN8613_STAMPING: 535 A 2011
 DN8613_MARK LOGO: SWFWMD
 DN8613_PROJECTION: RECESSED 3 CENTIMETERS
 DN8613_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8613_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8613+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2011
 DN8613_ROD/PIPE-DEPTH: 1.6 meters
 DN8613
 DN8613  HISTORY     - Date     Condition        Report By
 DN8613  HISTORY     - 20110405 MONUMENTED       FLDEP
 DN8613
 DN8613                          STATION DESCRIPTION
 DN8613
 DN8613'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8613'THE MARK IS ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF WEBSTER, 7.1 MI
 DN8613'(11.4 KM) WEST OF BAY LAKE, 3.2 MI (5.1 KM) EAST-NORTHEAST OF CLAY
 DN8613'SINK, IN SECTION 9, TOWNSHIP 23 SOUTH, RANGE 23 EAST.
 DN8613'
 DN8613'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND STATE
 DN8613'ROAD 471 IN TARRYTOWN, GO SOUTH ON STATE ROAD 471 FOR 2.2 MI (3.5 KM)
 DN8613'TO THE JUNCTION OF NORTH RIVER ROAD ON THE LEFT, TURN LEFT ON NORTH
 DN8613'RIVER ROAD AND GO EAST FOR 3.4 MI (5.5 KM) TO THE INTERSECTION OF
 DN8613'NORTH GRADE ROAD, TURN RIGHT ON NORTH GRADE ROAD AND GO SOUTHWEST FOR
 DN8613'0.6 MI (1.0 KM) TO THE JUNCTION OF A DIRT ROAD ON THE LEFT, TURN LEFT
 DN8613'ON THE DIRT ROAD AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE MARK ON THE
 DN8613'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 5.3 FT (1.6 M)
 DN8613'WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC
 DN8613'PIPE, RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE GROUND AND 0.4 FT
 DN8613'(0.1 M) BELOW THE LEVEL OF THE DIRT ROAD.
 DN8613'
 DN8613'LOCATED 56.7 FT (17.3 M) WEST-NORTHWEST OF A 1.1 FT (0.3 M) DIAMETER
 DN8613'LONE STANDING WATER OAK TREE, 52.0 FT (15.8 M) NORTHWEST OF SURVEY
 DN8613'MARK 535 B, 50.1 FT (15.3 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DN8613'DIRT ROAD, 9.7 FT (3.0 M) SOUTHEAST OF A 2.4 FT (0.7 M) DIAMETER PINE
 DN8613'TREE AND 1.1 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DN8613'
 DN8613'NOTE A MAGNET WAS FACTORY INSTALLED IN THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8612 ***********************************************************************
 DN8612  DESIGNATION -  535 B
 DN8612  PID         -  DN8612
 DN8612  STATE/COUNTY-  FL/SUMTER
 DN8612  COUNTRY     -  US
 DN8612  USGS QUAD   -  CLAY SINK (2018)
 DN8612
 DN8612                         *CURRENT SURVEY CONTROL
 DN8612  ______________________________________________________________________
 DN8612* NAD 83(1986) POSITION- 28 29 39.1    (N) 082 01 15.4    (W)   HD_HELD2
 DN8612* NAVD 88 ORTHO HEIGHT -    27.243 (meters)       89.38  (feet) ADJUSTED
 DN8612  ______________________________________________________________________
 DN8612  GEOID HEIGHT    -        -26.791 (meters)                     GEOID18
 DN8612  DYNAMIC HEIGHT  -         27.204 (meters)       89.25  (feet) COMP
 DN8612  MODELED GRAVITY -    979,208.8   (mgal)                       NAVD 88
 DN8612
 DN8612  VERT ORDER      -  SECOND    CLASS I
 DN8612
 DN8612.The horizontal coordinates were established by autonomous hand held GPS
 DN8612.observations and have an estimated accuracy of +/- 10 meters.
 DN8612
 DN8612.The orthometric height was determined by differential leveling and
 DN8612.adjusted by the NATIONAL GEODETIC SURVEY
 DN8612.in July 2012.
 DN8612
 DN8612.No vertical observational check was made to the station.
 DN8612
 DN8612.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8612.GEOID18 height accuracy estimate available here.
 DN8612
 DN8612.Click photographs - Photos may exist for this station.
 DN8612
 DN8612.The dynamic height is computed by dividing the NAVD 88
 DN8612.geopotential number by the normal gravity value computed on the
 DN8612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8612.degrees latitude (g = 980.6199 gals.).
 DN8612
 DN8612.The modeled gravity was interpolated from observed gravity values.
 DN8612
 DN8612;                    North         East    Units  Estimated Accuracy
 DN8612;SPC FL W     -   460,974.      197,949.      MT  (+/- 10 meters HH2 GPS)
 DN8612
 DN8612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0007652373(NAD 83)
 DN8612
 DN8612                          SUPERSEDED SURVEY CONTROL
 DN8612
 DN8612.No superseded survey control is available for this station.
 DN8612
 DN8612_MARKER: DD = SURVEY DISK
 DN8612_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN8612+WITH SETTING: INFORMATION.
 DN8612_STAMPING: 535 B 2011
 DN8612_MARK LOGO: SWFWMD
 DN8612_PROJECTION: RECESSED 5 CENTIMETERS
 DN8612_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8612_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8612+SATELLITE: SATELLITE OBSERVATIONS - April 05, 2011
 DN8612_ROD/PIPE-DEPTH: 0.9 meters
 DN8612
 DN8612  HISTORY     - Date     Condition        Report By
 DN8612  HISTORY     - 20110405 MONUMENTED       FLDEP
 DN8612
 DN8612                          STATION DESCRIPTION
 DN8612
 DN8612'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8612'THE MARK IS ABOUT 8.2 MI (13.2 KM) SOUTH-SOUTHEAST OF WEBSTER, 7.1 MI
 DN8612'(11.4 KM) WEST OF BAY LAKE, 3.2 MI (5.1 KM) EAST-NORTHEAST OF CLAY
 DN8612'SINK, IN SECTION 9, TOWNSHIP 23 SOUTH, RANGE 23 EAST.
 DN8612'
 DN8612'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND STATE
 DN8612'ROAD 471 IN TARRYTOWN, GO SOUTH ON STATE ROAD 471 FOR 2.2 MI (3.5 KM)
 DN8612'TO THE JUNCTION OF NORTH RIVER ROAD ON THE LEFT.  TURN LEFT ON NORTH
 DN8612'RIVER ROAD AND GO EAST FOR 3.4 MI (5.5 KM) TO THE INTERSECTION OF
 DN8612'NORTH GRADE ROAD.  TURN RIGHT ON NORTH GRADE ROAD AND GO SOUTHWEST FOR
 DN8612'0.6 MI (1.0 KM) TO THE JUNCTION OF A DIRT ROAD ON THE LEFT.  TURN LEFT
 DN8612'ON THE DIRT ROAD AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE MARK ON THE
 DN8612'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 3.1 FT (0.9 M)
 DN8612'WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC
 DN8612'PIPE, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.4 FT
 DN8612'(12 CM) BELOW THE LEVEL OF THE DIRT ROAD.
 DN8612'
 DN8612'LOCATED 52.0 FT (15.8 M) SOUTHEAST OF SURVEY MARK 535 B, 34.3 FT (10.5
 DN8612'M) SOUTHWEST OF A 1.1 FT (0.3 M) DIAMETER WATER OAK TREE, 14.4 FT (4.4
 DN8612'M) WEST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD AND 1.6 FT (0.5
 DN8612'M) EAST OF A CARSONITE WITNESS POST.
 DN8612'
 DN8612'NOTE A MAGNET WAS FACTORY INSTALLED IN THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3444 ***********************************************************************
 AF3444  DESIGNATION -  535 JRL
 AF3444  PID         -  AF3444
 AF3444  STATE/COUNTY-  FL/INDIAN RIVER
 AF3444  COUNTRY     -  US
 AF3444  USGS QUAD   -  SEBASTIAN (2018)
 AF3444
 AF3444                         *CURRENT SURVEY CONTROL
 AF3444  ______________________________________________________________________
 AF3444* NAD 83(1986) POSITION- 27 51 30.     (N) 080 26 48.     (W)   SCALED
 AF3444* NAVD 88 ORTHO HEIGHT -     6.593 (meters)       21.63  (feet) ADJUSTED
 AF3444  ______________________________________________________________________
 AF3444  GEOID HEIGHT    -        -28.064 (meters)                     GEOID18
 AF3444  DYNAMIC HEIGHT  -          6.583 (meters)       21.60  (feet) COMP
 AF3444  MODELED GRAVITY -    979,167.2   (mgal)                       NAVD 88
 AF3444
 AF3444  VERT ORDER      -  SECOND    CLASS 0
 AF3444
 AF3444.The horizontal coordinates were scaled from a map and have
 AF3444.an estimated accuracy of +/- 6 seconds.
 AF3444
 AF3444.The orthometric height was determined by differential leveling and
 AF3444.adjusted by the NATIONAL GEODETIC SURVEY
 AF3444.in June 1991.
 AF3444
 AF3444.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3444.GEOID18 height accuracy estimate available here.
 AF3444
 AF3444.Click photographs - Photos may exist for this station.
 AF3444
 AF3444.The dynamic height is computed by dividing the NAVD 88
 AF3444.geopotential number by the normal gravity value computed on the
 AF3444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3444.degrees latitude (g = 980.6199 gals.).
 AF3444
 AF3444.The modeled gravity was interpolated from observed gravity values.
 AF3444
 AF3444;                    North         East    Units  Estimated Accuracy
 AF3444;SPC FL E     -   390,630.      254,500.      MT  (+/- 180 meters Scaled)
 AF3444
 AF3444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL544816(NAD 83)
 AF3444
 AF3444                          SUPERSEDED SURVEY CONTROL
 AF3444
 AF3444  NGVD 29 (??/??/92)    7.025  (m)           23.05   (f) SUPERSEDED  2 0
 AF3444  NGVD 29 (09/01/92)    7.025  (m)           23.05   (f) ADJUSTED    2 0
 AF3444
 AF3444.Superseded values are not recommended for survey control.
 AF3444
 AF3444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3444.See file dsdata.pdf to determine how the superseded data were derived.
 AF3444
 AF3444_MARKER: DD = SURVEY DISK
 AF3444_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF3444_SP_SET: BRIDGE
 AF3444_STAMPING: 535 JLR 1965 CANAVERAL
 AF3444_MARK LOGO: USACE
 AF3444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF3444+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2003
 AF3444
 AF3444  HISTORY     - Date     Condition        Report By
 AF3444  HISTORY     - 1965     MONUMENTED       USACE
 AF3444  HISTORY     - 1970     GOOD             NGS
 AF3444  HISTORY     - 1971     GOOD             NGS
 AF3444  HISTORY     - 1979     GOOD             FLDT
 AF3444  HISTORY     - 1983     GOOD             USPSQD
 AF3444  HISTORY     - 1989     GOOD             USPSQD
 AF3444  HISTORY     - 19940718 GOOD             USPSQD
 AF3444  HISTORY     - 19960115 GOOD             USPSQD
 AF3444  HISTORY     - 19980226 GOOD             USPSQD
 AF3444  HISTORY     - 20010517 GOOD             USPSQD
 AF3444  HISTORY     - 20030113 GOOD             USPSQD
 AF3444  HISTORY     - 20030515 MARK NOT FOUND   USPSQD
 AF3444  HISTORY     - 20060218 MARK NOT FOUND   FLDEP
 AF3444  HISTORY     - 20110127 MARK NOT FOUND   FL-061
 AF3444  HISTORY     - 20200729 MARK NOT FOUND   GEOCAC
 AF3444
 AF3444                          STATION DESCRIPTION
 AF3444
 AF3444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3444'9.8 MI NE FROM WABASSO.
 AF3444'ABOUT 2.6 MILES EAST ALONG STATE HIGHWAY 510 FROM THE JUNCTION
 AF3444'OF U.S. HIGHWAY 1 AT WABASSO, THENCE 7.2 MILES NORTH ALONG
 AF3444'STATE HIGHWAY A 1 A, SET IN THE TOP OF THE SOUTH END OF THE
 AF3444'EAST CONCRETE GUARD RAIL BASE TO THE HIGHWAY BRIDGE OVER
 AF3444'SEBASTIAN INLET, 17.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 AF3444'0.8 FOOT NORTH OF THE SOUTH END OF THE BASE AND 1 FOOT ABOVE
 AF3444'THE LEVEL OF THE HIGHWAY.  SECTION 20, T 30S, R 39E
 AF3444
 AF3444                          STATION RECOVERY (1971)
 AF3444
 AF3444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (1979)
 AF3444
 AF3444'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1979
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (1983)
 AF3444
 AF3444'RECOVERY NOTE BY US POWER SQUADRON 1983
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (1989)
 AF3444
 AF3444'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (1994)
 AF3444
 AF3444'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (1996)
 AF3444
 AF3444'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (1998)
 AF3444
 AF3444'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (2001)
 AF3444
 AF3444'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (2003)
 AF3444
 AF3444'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS)
 AF3444'RECOVERED IN GOOD CONDITION.
 AF3444
 AF3444                          STATION RECOVERY (2003)
 AF3444
 AF3444'RECOVERY NOTE BY US POWER SQUADRON 2003 (JCK)
 AF3444'STATE HIGHWAY 510 WIDENED AND RESURFACED. ROAD SHOULDERS COVERED BY
 AF3444'BLACKTOP.
 AF3444
 AF3444                          STATION RECOVERY (2006)
 AF3444
 AF3444'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AF3444'NOT FOUND.
 AF3444
 AF3444                          STATION RECOVERY (2011)
 AF3444
 AF3444'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AF3444'MARK NOT FOUND.
 AF3444
 AF3444                          STATION RECOVERY (2020)
 AF3444
 AF3444'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF3444'THE DESCRIBED SECTION OF THE GUARD RAIL BASE HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8453 ***********************************************************************
 DN8453  DESIGNATION -  536 A
 DN8453  PID         -  DN8453
 DN8453  STATE/COUNTY-  FL/HERNANDO
 DN8453  COUNTRY     -  US
 DN8453  USGS QUAD   -  SAINT CATHERINE (2018)
 DN8453
 DN8453                         *CURRENT SURVEY CONTROL
 DN8453  ______________________________________________________________________
 DN8453* NAD 83(1986) POSITION- 28 30 35.5    (N) 082 07 53.3    (W)   HD_HELD2
 DN8453* NAVD 88 ORTHO HEIGHT -    22.448 (meters)       73.65  (feet) ADJUSTED
 DN8453  ______________________________________________________________________
 DN8453  GEOID HEIGHT    -        -26.740 (meters)                     GEOID18
 DN8453  DYNAMIC HEIGHT  -         22.415 (meters)       73.54  (feet) COMP
 DN8453  MODELED GRAVITY -    979,206.7   (mgal)                       NAVD 88
 DN8453
 DN8453  VERT ORDER      -  FIRST     CLASS II
 DN8453
 DN8453.The horizontal coordinates were established by autonomous hand held GPS
 DN8453.observations and have an estimated accuracy of +/- 10 meters.
 DN8453
 DN8453.The orthometric height was determined by differential leveling and
 DN8453.adjusted by the NATIONAL GEODETIC SURVEY
 DN8453.in June 2012.
 DN8453
 DN8453.No vertical observational check was made to the station.
 DN8453
 DN8453.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8453.GEOID18 height accuracy estimate available here.
 DN8453
 DN8453.Click photographs - Photos may exist for this station.
 DN8453
 DN8453.The dynamic height is computed by dividing the NAVD 88
 DN8453.geopotential number by the normal gravity value computed on the
 DN8453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8453.degrees latitude (g = 980.6199 gals.).
 DN8453
 DN8453.The modeled gravity was interpolated from observed gravity values.
 DN8453
 DN8453;                    North         East    Units  Estimated Accuracy
 DN8453;SPC FL W     -   462,717.      187,130.      MT  (+/- 10 meters HH2 GPS)
 DN8453
 DN8453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8927454206(NAD 83)
 DN8453
 DN8453                          SUPERSEDED SURVEY CONTROL
 DN8453
 DN8453.No superseded survey control is available for this station.
 DN8453
 DN8453_MARKER: DD = SURVEY DISK
 DN8453_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8453_STAMPING: 536 A 2011
 DN8453_MARK LOGO: SWFWMD
 DN8453_PROJECTION: FLUSH
 DN8453_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8453_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8453_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8453+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2011
 DN8453_ROD/PIPE-DEPTH: 6.2 meters
 DN8453
 DN8453  HISTORY     - Date     Condition        Report By
 DN8453  HISTORY     - 20110411 MONUMENTED       FLDEP
 DN8453
 DN8453                          STATION DESCRIPTION
 DN8453
 DN8453'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8453'THE MARK IS ABOUT 6.9 MI (11.1 KM) SOUTH OF SAINT CATHERINE, 4.7 MI
 DN8453'(7.6 KM) WEST-NORTHWEST OF CLAY SINK, 4.0 MI (6.4 KM) NORTHEAST OF
 DN8453'LACOOCHEE, IN SECTION 5, RANGE 22 EAST, TOWNSHIP 23 SOUTH.
 DN8453'
 DN8453'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DN8453'ROAD 50 IN RIDGE MANOR, GO EAST ON STATE ROAD 50 FOR 2.45 MI (3.9 KM)
 DN8453'TO THE JUNCTION OF A DIRT ROAD ON THE LEFT.  TURN LEFT ON THE DIRT
 DN8453'ROAD AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT, AN
 DN8453'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 20.5 FT (6.2 M) WITH AN
 DN8453'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE, FLUSH
 DN8453'WITH THE LEVEL OF THE GROUND.
 DN8453'
 DN8453'LOCATED 169.0 FT (51.5 M) WEST OF SURVEY MARK 536 B, 165.0 FT (50.3 M)
 DN8453'WEST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD, 6.7 FT (2.0 M)
 DN8453'EAST OF A 2.1 FT (0.6 M) DIAMETER BURNT PINE TREE AND 1.2 FT (0.4 M)
 DN8453'SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST.
 DN8453'
 DN8453'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8452 ***********************************************************************
 DN8452  DESIGNATION -  536 B
 DN8452  PID         -  DN8452
 DN8452  STATE/COUNTY-  FL/HERNANDO
 DN8452  COUNTRY     -  US
 DN8452  USGS QUAD   -  SAINT CATHERINE (2018)
 DN8452
 DN8452                         *CURRENT SURVEY CONTROL
 DN8452  ______________________________________________________________________
 DN8452* NAD 83(1986) POSITION- 28 30 35.8    (N) 082 07 51.3    (W)   HD_HELD2
 DN8452* NAVD 88 ORTHO HEIGHT -    22.314 (meters)       73.21  (feet) ADJUSTED
 DN8452  ______________________________________________________________________
 DN8452  GEOID HEIGHT    -        -26.741 (meters)                     GEOID18
 DN8452  DYNAMIC HEIGHT  -         22.282 (meters)       73.10  (feet) COMP
 DN8452  MODELED GRAVITY -    979,206.7   (mgal)                       NAVD 88
 DN8452
 DN8452  VERT ORDER      -  FIRST     CLASS II
 DN8452
 DN8452.The horizontal coordinates were established by autonomous hand held GPS
 DN8452.observations and have an estimated accuracy of +/- 10 meters.
 DN8452
 DN8452.The orthometric height was determined by differential leveling and
 DN8452.adjusted by the NATIONAL GEODETIC SURVEY
 DN8452.in June 2012.
 DN8452
 DN8452.No vertical observational check was made to the station.
 DN8452
 DN8452.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8452.GEOID18 height accuracy estimate available here.
 DN8452
 DN8452.Click photographs - Photos may exist for this station.
 DN8452
 DN8452.The dynamic height is computed by dividing the NAVD 88
 DN8452.geopotential number by the normal gravity value computed on the
 DN8452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8452.degrees latitude (g = 980.6199 gals.).
 DN8452
 DN8452.The modeled gravity was interpolated from observed gravity values.
 DN8452
 DN8452;                    North         East    Units  Estimated Accuracy
 DN8452;SPC FL W     -   462,727.      187,185.      MT  (+/- 10 meters HH2 GPS)
 DN8452
 DN8452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8932954215(NAD 83)
 DN8452
 DN8452                          SUPERSEDED SURVEY CONTROL
 DN8452
 DN8452.No superseded survey control is available for this station.
 DN8452
 DN8452_MARKER: DD = SURVEY DISK
 DN8452_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8452_STAMPING: 536 B
 DN8452_MARK LOGO: SWFWMD
 DN8452_PROJECTION: RECESSED 3 CENTIMETERS
 DN8452_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8452_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8452+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2011
 DN8452_ROD/PIPE-DEPTH: 6.0 meters
 DN8452
 DN8452  HISTORY     - Date     Condition        Report By
 DN8452  HISTORY     - 20110411 MONUMENTED       FLDEP
 DN8452
 DN8452                          STATION DESCRIPTION
 DN8452
 DN8452'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8452'THE MARK IS ABOUT 6.9 MI (11.1 KM) SOUTH OF SAINT CATHERINE, 4.7 MI
 DN8452'(7.6 KM) WEST-NORTHWEST OF CLAY SINK, 4.0 MI (6.4 KM) NORTHEAST OF
 DN8452'LACOOCHEE, IN SECTION 5, RANGE 22 EAST, TOWNSHIP 23 SOUTH.
 DN8452'
 DN8452'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DN8452'ROAD 50 IN RIDGE MANOR, GO EAST ON STATE ROAD 50 FOR 2.45 MI (3.9 KM)
 DN8452'TO THE JUNCTION OF A DIRT ROAD ON THE LEFT.  TURN LEFT ON THE DIRT
 DN8452'ROAD AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT, AN
 DN8452'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.6 FT (6.0 M) WITH AN
 DN8452'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE,
 DN8452'RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE GROUND AND 0.4 FT (12
 DN8452'CM) ABOVE THE LEVEL OF THE DIRT ROAD.
 DN8452'
 DN8452'LOCATED 169.0 FT (51.5 M) EAST OF SURVEY MARK 536 A, 7.1 FT (2.2 M)
 DN8452'EAST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD, 4.0 FT (1.2 M)
 DN8452'WEST OF A 1.6 FT (0.5 M) DIAMETER PINE TREE AND 1.4 FT (0.4 M) WEST OF
 DN8452'A CARSONITE WITNESS POST.
 DN8452'
 DN8452'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8451 ***********************************************************************
 DN8451  DESIGNATION -  537 A
 DN8451  PID         -  DN8451
 DN8451  STATE/COUNTY-  FL/HERNANDO
 DN8451  COUNTRY     -  US
 DN8451  USGS QUAD   -  SAINT CATHERINE (2018)
 DN8451
 DN8451                         *CURRENT SURVEY CONTROL
 DN8451  ______________________________________________________________________
 DN8451* NAD 83(1986) POSITION- 28 30 45.1    (N) 082 08 31.6    (W)   HD_HELD2
 DN8451* NAVD 88 ORTHO HEIGHT -    22.487 (meters)       73.78  (feet) ADJUSTED
 DN8451  ______________________________________________________________________
 DN8451  GEOID HEIGHT    -        -26.739 (meters)                     GEOID18
 DN8451  DYNAMIC HEIGHT  -         22.455 (meters)       73.67  (feet) COMP
 DN8451  MODELED GRAVITY -    979,206.7   (mgal)                       NAVD 88
 DN8451
 DN8451  VERT ORDER      -  FIRST     CLASS II
 DN8451
 DN8451.The horizontal coordinates were established by autonomous hand held GPS
 DN8451.observations and have an estimated accuracy of +/- 10 meters.
 DN8451
 DN8451.The orthometric height was determined by differential leveling and
 DN8451.adjusted by the NATIONAL GEODETIC SURVEY
 DN8451.in June 2012.
 DN8451
 DN8451.No vertical observational check was made to the station.
 DN8451
 DN8451.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8451.GEOID18 height accuracy estimate available here.
 DN8451
 DN8451.Click photographs - Photos may exist for this station.
 DN8451
 DN8451.The dynamic height is computed by dividing the NAVD 88
 DN8451.geopotential number by the normal gravity value computed on the
 DN8451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8451.degrees latitude (g = 980.6199 gals.).
 DN8451
 DN8451.The modeled gravity was interpolated from observed gravity values.
 DN8451
 DN8451;                    North         East    Units  Estimated Accuracy
 DN8451;SPC FL W     -   463,014.      186,089.      MT  (+/- 10 meters HH2 GPS)
 DN8451
 DN8451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8823654511(NAD 83)
 DN8451
 DN8451                          SUPERSEDED SURVEY CONTROL
 DN8451
 DN8451.No superseded survey control is available for this station.
 DN8451
 DN8451_MARKER: DD = SURVEY DISK
 DN8451_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8451_STAMPING: 537 A 2011
 DN8451_MARK LOGO: SWFWMD
 DN8451_PROJECTION: RECESSED 5 CENTIMETERS
 DN8451_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8451_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8451+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2011
 DN8451_ROD/PIPE-DEPTH: 3.9 meters
 DN8451
 DN8451  HISTORY     - Date     Condition        Report By
 DN8451  HISTORY     - 20110316 MONUMENTED       FLDEP
 DN8451
 DN8451                          STATION DESCRIPTION
 DN8451
 DN8451'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8451'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTH OF SAINT CATHERINE, 5.4 MI
 DN8451'(8.7 KM) WEST-NORTHWEST OF CLAY SINK, 3.7 MI (6.0 KM) NORTH-NORTHEAST
 DN8451'OF LACOOCHE, IN SECTION 6, RANGE 22 EAST, TOWNSHIP 23 SOUTH.
 DN8451'
 DN8451'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND U.S.
 DN8451'HIGHWAY 301 IN RIDGE MANOR, GO EAST ON STATE ROAD 50 FOR 1.4 MI (2.3
 DN8451'KM) TO THE JUNCTION OF MCKENNY SINK ROAD ON THE LEFT.  TURN LEFT ON
 DN8451'MCKENNY SINK ROAD AND GO NORTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF
 DN8451'FOREST ROAD NUMBER 4 ON THE RIGHT.  TURN RIGHT ON FOREST ROAD 4 AND GO
 DN8451'EAST FOR 203.0 FT (61.9 M) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DN8451'DRIVEN TO REFUSAL AT A DEPTH OF 12.8 FT (3.9 M) WITH AN ALUMINUM DISK
 DN8451'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6
 DN8451'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DN8451'
 DN8451'LOCATED 203.9 FT (62.1 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DN8451'MCKENNY SINK ROAD, 182.8 FT (55.7 M) EAST OF SURVEY MARK 537 B, 15.5
 DN8451'FT (4.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF FOREST ROAD NUMBER 4
 DN8451'AND 1.6 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DN8451'
 DN8451'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8450 ***********************************************************************
 DN8450  DESIGNATION -  537 B
 DN8450  PID         -  DN8450
 DN8450  STATE/COUNTY-  FL/HERNANDO
 DN8450  COUNTRY     -  US
 DN8450  USGS QUAD   -  SAINT CATHERINE (2018)
 DN8450
 DN8450                         *CURRENT SURVEY CONTROL
 DN8450  ______________________________________________________________________
 DN8450* NAD 83(1986) POSITION- 28 30 46.2    (N) 082 08 32.5    (W)   HD_HELD2
 DN8450* NAVD 88 ORTHO HEIGHT -    22.175 (meters)       72.75  (feet) ADJUSTED
 DN8450  ______________________________________________________________________
 DN8450  GEOID HEIGHT    -        -26.739 (meters)                     GEOID18
 DN8450  DYNAMIC HEIGHT  -         22.143 (meters)       72.65  (feet) COMP
 DN8450  MODELED GRAVITY -    979,206.7   (mgal)                       NAVD 88
 DN8450
 DN8450  VERT ORDER      -  FIRST     CLASS II
 DN8450
 DN8450.The horizontal coordinates were established by autonomous hand held GPS
 DN8450.observations and have an estimated accuracy of +/- 10 meters.
 DN8450
 DN8450.The orthometric height was determined by differential leveling and
 DN8450.adjusted by the NATIONAL GEODETIC SURVEY
 DN8450.in June 2012.
 DN8450
 DN8450.No vertical observational check was made to the station.
 DN8450
 DN8450.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8450.GEOID18 height accuracy estimate available here.
 DN8450
 DN8450.Click photographs - Photos may exist for this station.
 DN8450
 DN8450.The dynamic height is computed by dividing the NAVD 88
 DN8450.geopotential number by the normal gravity value computed on the
 DN8450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8450.degrees latitude (g = 980.6199 gals.).
 DN8450
 DN8450.The modeled gravity was interpolated from observed gravity values.
 DN8450
 DN8450;                    North         East    Units  Estimated Accuracy
 DN8450;SPC FL W     -   463,048.      186,065.      MT  (+/- 10 meters HH2 GPS)
 DN8450
 DN8450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8821254545(NAD 83)
 DN8450
 DN8450                          SUPERSEDED SURVEY CONTROL
 DN8450
 DN8450.No superseded survey control is available for this station.
 DN8450
 DN8450_MARKER: DD = SURVEY DISK
 DN8450_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8450_STAMPING: 537 B 2011
 DN8450_MARK LOGO: SWFWMD
 DN8450_PROJECTION: RECESSED 3 CENTIMETERS
 DN8450_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8450_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8450+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2011
 DN8450_ROD/PIPE-DEPTH: 7.8 meters
 DN8450
 DN8450  HISTORY     - Date     Condition        Report By
 DN8450  HISTORY     - 20110316 MONUMENTED       FLDEP
 DN8450
 DN8450                          STATION DESCRIPTION
 DN8450
 DN8450'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8450'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTH OF SAINT CATHERINE, 5.4 MI
 DN8450'(8.7 KM) WEST-NORTHWEST OF CLAY SINK, 3.7 MI (6.0 KM) NORTH-NORTHEAST
 DN8450'OF LACOOCHE, IN SECTION 6, RANGE 22 EAST, TOWNSHIP 23 SOUTH.
 DN8450'
 DN8450'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND U.S.
 DN8450'HIGHWAY 301 IN RIDGE MANOR, GO EAST ON STATE ROAD 50 FOR 1.4 MI (2.3
 DN8450'KM) TO THE JUNCTION OF MCKENNY SINK ROAD ON THE LEFT.  TURN LEFT ON
 DN8450'MCKENNY SINK ROAD AND GO NORTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF
 DN8450'FOREST ROAD NUMBER 4 ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DN8450'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 25.7 FT (7.8 M) WITH AN
 DN8450'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE,
 DN8450'RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 DN8450'THE DIRT ROAD.
 DN8450'
 DN8450'LOCATED 182.8 FT (55.7 M) WEST OF SURVEY MARK 537 A, 28.4 FT (8.7 M)
 DN8450'EAST OF THE APPROXIMATE CENTERLINE OF MCKENNY SINK ROAD, 15.3 FT (4.7
 DN8450'M) SOUTH OF THE APPROXIMATE CENTERLINE OF FOREST ROAD NUMBER 4 AND 1.4
 DN8450'FT (0.4 M) NORTH OF A CARSONITE WITNESS POST.
 DN8450'
 DN8450'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0481 ***********************************************************************
 AC0481  DESIGNATION -  537 FCE
 AC0481  PID         -  AC0481
 AC0481  STATE/COUNTY-  FL/MIAMI-DADE
 AC0481  COUNTRY     -  US
 AC0481  USGS QUAD   -  HIALEAH SW (2018)
 AC0481
 AC0481                         *CURRENT SURVEY CONTROL
 AC0481  ______________________________________________________________________
 AC0481* NAD 83(1986) POSITION- 25 45 39.     (N) 080 26 56.     (W)   SCALED
 AC0481* NAVD 88 ORTHO HEIGHT -     2.743 (meters)        9.00  (feet) ADJUSTED
 AC0481  ______________________________________________________________________
 AC0481  GEOID HEIGHT    -        -24.786 (meters)                     GEOID18
 AC0481  DYNAMIC HEIGHT  -          2.738 (meters)        8.98  (feet) COMP
 AC0481  MODELED GRAVITY -    979,032.2   (mgal)                       NAVD 88
 AC0481
 AC0481  VERT ORDER      -  FIRST     CLASS I
 AC0481
 AC0481.The horizontal coordinates were scaled from a map and have
 AC0481.an estimated accuracy of +/- 6 seconds.
 AC0481
 AC0481.The orthometric height was determined by differential leveling and
 AC0481.adjusted by the NATIONAL GEODETIC SURVEY
 AC0481.in June 1991.
 AC0481
 AC0481.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0481.GEOID18 height accuracy estimate available here.
 AC0481
 AC0481.Click photographs - Photos may exist for this station.
 AC0481
 AC0481.The dynamic height is computed by dividing the NAVD 88
 AC0481.geopotential number by the normal gravity value computed on the
 AC0481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0481.degrees latitude (g = 980.6199 gals.).
 AC0481
 AC0481.The modeled gravity was interpolated from observed gravity values.
 AC0481
 AC0481;                    North         East    Units  Estimated Accuracy
 AC0481;SPC FL E     -   158,240.      255,290.      MT  (+/- 180 meters Scaled)
 AC0481
 AC0481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ552493(NAD 83)
 AC0481
 AC0481                          SUPERSEDED SURVEY CONTROL
 AC0481
 AC0481  NGVD 29 (??/??/92)    3.223  (m)           10.57   (f) ADJ UNCH    1 1
 AC0481
 AC0481.Superseded values are not recommended for survey control.
 AC0481
 AC0481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0481.See file dsdata.pdf to determine how the superseded data were derived.
 AC0481
 AC0481_MARKER: DD = SURVEY DISK
 AC0481_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0481_SP_SET: BRIDGE
 AC0481_STAMPING: FCE 237 1951 JACKSONVILLE
 AC0481_MARK LOGO: USACE
 AC0481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0481
 AC0481  HISTORY     - Date     Condition        Report By
 AC0481  HISTORY     - 1951     MONUMENTED       USACE
 AC0481  HISTORY     - 1965     GOOD             CGS
 AC0481  HISTORY     - 19910302 MARK NOT FOUND   USPSQD
 AC0481  HISTORY     - 19920218 MARK NOT FOUND   NGS
 AC0481
 AC0481                          STATION DESCRIPTION
 AC0481
 AC0481'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC0481'8.5 MI W FROM WEST MIAMI.
 AC0481'ABOUT 8.5 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE TAMIAMI
 AC0481'POST OFFICE AT WEST MIAMI, ABOUT 2.0 MILES EAST OF THE
 AC0481'INTERSECTION OF STATE HIGHWAY 27, IN SECTION 4, R 39E, T 54S,
 AC0481'AT THE SOUTHEAST CORNER OF A 60-FOOT CONCRETE HIGHWAY BRIDGE
 AC0481'FOR WESTBOUND LANE OF HIGHWAY, 14 1/2 FEET SOUTH OF THE CENTER
 AC0481'LINE OF THE HIGHWAY, AND SET IN TOP OF THE EAST END OF THE
 AC0481'SOUTH CONCRETE GUARD RAIL BASE, ABOUT 1 FOOT ABOVE LEVEL OF
 AC0481'BRIDGE FLOOR.
 AC0481
 AC0481                          STATION RECOVERY (1991)
 AC0481
 AC0481'RECOVERY NOTE BY US POWER SQUADRON 1991 (LEM)
 AC0481'MARK NOT FOUND.
 AC0481
 AC0481                          STATION RECOVERY (1992)
 AC0481
 AC0481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0481'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8457 ***********************************************************************
 DN8457  DESIGNATION -  538 A
 DN8457  PID         -  DN8457
 DN8457  STATE/COUNTY-  FL/HERNANDO
 DN8457  COUNTRY     -  US
 DN8457  USGS QUAD   -  WEBSTER (2018)
 DN8457
 DN8457                         *CURRENT SURVEY CONTROL
 DN8457  ______________________________________________________________________
 DN8457* NAD 83(1986) POSITION- 28 31 41.0    (N) 082 06 12.2    (W)   HD_HELD2
 DN8457* NAVD 88 ORTHO HEIGHT -    22.940 (meters)       75.26  (feet) ADJUSTED
 DN8457  ______________________________________________________________________
 DN8457  GEOID HEIGHT    -        -26.773 (meters)                     GEOID18
 DN8457  DYNAMIC HEIGHT  -         22.907 (meters)       75.15  (feet) COMP
 DN8457  MODELED GRAVITY -    979,209.6   (mgal)                       NAVD 88
 DN8457
 DN8457  VERT ORDER      -  FIRST     CLASS II
 DN8457
 DN8457.The horizontal coordinates were established by autonomous hand held GPS
 DN8457.observations and have an estimated accuracy of +/- 10 meters.
 DN8457
 DN8457.The orthometric height was determined by differential leveling and
 DN8457.adjusted by the NATIONAL GEODETIC SURVEY
 DN8457.in June 2012.
 DN8457
 DN8457.No vertical observational check was made to the station.
 DN8457
 DN8457.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8457.GEOID18 height accuracy estimate available here.
 DN8457
 DN8457.Click photographs - Photos may exist for this station.
 DN8457
 DN8457.The dynamic height is computed by dividing the NAVD 88
 DN8457.geopotential number by the normal gravity value computed on the
 DN8457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8457.degrees latitude (g = 980.6199 gals.).
 DN8457
 DN8457.The modeled gravity was interpolated from observed gravity values.
 DN8457
 DN8457;                    North         East    Units  Estimated Accuracy
 DN8457;SPC FL W     -   464,731.      189,881.      MT  (+/- 10 meters HH2 GPS)
 DN8457
 DN8457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9204156196(NAD 83)
 DN8457
 DN8457                          SUPERSEDED SURVEY CONTROL
 DN8457
 DN8457.No superseded survey control is available for this station.
 DN8457
 DN8457_MARKER: DD = SURVEY DISK
 DN8457_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8457_STAMPING: 538 A 2011
 DN8457_MARK LOGO: SWFWMD
 DN8457_PROJECTION: FLUSH
 DN8457_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8457_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8457+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2011
 DN8457_ROD/PIPE-DEPTH: 9.3 meters
 DN8457
 DN8457  HISTORY     - Date     Condition        Report By
 DN8457  HISTORY     - 20110427 MONUMENTED       FLDEP
 DN8457
 DN8457                          STATION DESCRIPTION
 DN8457
 DN8457'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8457'THE MARK IS ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF SAINT CATHERINE,
 DN8457'6.0 MI (9.7 KM) NORTHEAST OF LACOOCHEE, 4.4 MI (7.1 KM)
 DN8457'NORTH-NORTHWEST OF CLAY SINK, IN SECTION 34, TOWNSHIP 22 SOUTH, RANGE
 DN8457'22 EAST.
 DN8457'
 DN8457'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND STATE
 DN8457'ROAD 471 IN TARRYTOWN, GO WEST ON STATE ROAD 50 FOR 4.35 MI (7.0 KM)
 DN8457'TO THE INTERSECTION OF BOGGEY CREEK ROAD ON THE LEFT AND BOGGEY ROAD
 DN8457'ON THE RIGHT.  TURN RIGHT ON BOGGEY ROAD AND GO NORTH FOR 0.55 MI (0.9
 DN8457'KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DN8457'DEPTH OF 30.6 FT (9.3 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN
 DN8457'A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE
 DN8457'DIRT ROAD.
 DN8457'
 DN8457'LOCATED 69.6 FT (21.2 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DN8457'THE BOGGEY ROAD, 59.2 FT (18.0 M) EAST-NORTHEAST OF SURVEY MARK 538 B,
 DN8457'2.7 FT (0.8 M) NORTHWEST OF A FORKED PINE TREE AND 1.7 FT (0.5 M)
 DN8457'SOUTHWEST OF A CARSONITE WITNESS POST.
 DN8457'
 DN8457'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8456 ***********************************************************************
 DN8456  DESIGNATION -  538 B
 DN8456  PID         -  DN8456
 DN8456  STATE/COUNTY-  FL/HERNANDO
 DN8456  COUNTRY     -  US
 DN8456  USGS QUAD   -  WEBSTER (2018)
 DN8456
 DN8456                         *CURRENT SURVEY CONTROL
 DN8456  ______________________________________________________________________
 DN8456* NAD 83(1986) POSITION- 28 31 41.0    (N) 082 06 12.7    (W)   HD_HELD2
 DN8456* NAVD 88 ORTHO HEIGHT -    23.082 (meters)       75.73  (feet) ADJUSTED
 DN8456  ______________________________________________________________________
 DN8456  GEOID HEIGHT    -        -26.773 (meters)                     GEOID18
 DN8456  DYNAMIC HEIGHT  -         23.049 (meters)       75.62  (feet) COMP
 DN8456  MODELED GRAVITY -    979,209.6   (mgal)                       NAVD 88
 DN8456
 DN8456  VERT ORDER      -  FIRST     CLASS II
 DN8456
 DN8456.The horizontal coordinates were established by autonomous hand held GPS
 DN8456.observations and have an estimated accuracy of +/- 10 meters.
 DN8456
 DN8456.The orthometric height was determined by differential leveling and
 DN8456.adjusted by the NATIONAL GEODETIC SURVEY
 DN8456.in June 2012.
 DN8456
 DN8456.No vertical observational check was made to the station.
 DN8456
 DN8456.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8456.GEOID18 height accuracy estimate available here.
 DN8456
 DN8456.Click photographs - Photos may exist for this station.
 DN8456
 DN8456.The dynamic height is computed by dividing the NAVD 88
 DN8456.geopotential number by the normal gravity value computed on the
 DN8456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8456.degrees latitude (g = 980.6199 gals.).
 DN8456
 DN8456.The modeled gravity was interpolated from observed gravity values.
 DN8456
 DN8456;                    North         East    Units  Estimated Accuracy
 DN8456;SPC FL W     -   464,731.      189,867.      MT  (+/- 10 meters HH2 GPS)
 DN8456
 DN8456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9202856196(NAD 83)
 DN8456
 DN8456                          SUPERSEDED SURVEY CONTROL
 DN8456
 DN8456.No superseded survey control is available for this station.
 DN8456
 DN8456_MARKER: DD = SURVEY DISK
 DN8456_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8456_STAMPING: 538 B 2011
 DN8456_MARK LOGO: SWFWMD
 DN8456_PROJECTION: FLUSH
 DN8456_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8456+SATELLITE: SATELLITE OBSERVATIONS - April 27, 2011
 DN8456_ROD/PIPE-DEPTH: 6.3 meters
 DN8456
 DN8456  HISTORY     - Date     Condition        Report By
 DN8456  HISTORY     - 20110427 MONUMENTED       FLDEP
 DN8456
 DN8456                          STATION DESCRIPTION
 DN8456
 DN8456'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8456'THE MARK IS ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF SAINT CATHERINE,
 DN8456'6.0 MI (9.7 KM) NORTHEAST OF LACOOCHEE, 4.4 MI (7.1 KM)
 DN8456'NORTH-NORTHWEST OF CLAY SINK, IN SECTION 34, TOWNSHIP 22 SOUTH, RANGE
 DN8456'22 EAST.
 DN8456'
 DN8456'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND STATE
 DN8456'ROAD 471 IN TARRYTOWN, GO WEST ON STATE ROAD 50 FOR 4.35 MI (7.0 KM)
 DN8456'TO THE INTERSECTION OF BOGGEY CREEK ROAD ON THE LEFT AND BOGGEY ROAD
 DN8456'ON THE RIGHT.  TURN RIGHT ON BOGGEY ROAD AND GO NORTH FOR 0.55 MI (0.9
 DN8456'KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DN8456'DEPTH OF 20.6 FT (6.3 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN
 DN8456'A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE
 DN8456'DIRT ROAD.
 DN8456'
 DN8456'LOCATED 59.2 FT (18.0 M) WEST-SOUTHWEST OF SURVEY MARK 538 A, 15.7 FT
 DN8456'(4.8 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF BOGGEY ROAD, 5.0 FT
 DN8456'(1.5 M) SOUTH-SOUTHWEST OF A 1.8 FT (0.5 M) DIAMETER OAK TREE AND 2.1
 DN8456'FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DN8456'
 DN8456'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ3530 ***********************************************************************
 AJ3530  DESIGNATION -  54
 AJ3530  PID         -  AJ3530
 AJ3530  STATE/COUNTY-  FL/PALM BEACH
 AJ3530  COUNTRY     -  US
 AJ3530  USGS QUAD   -  BRYANT (2018)
 AJ3530
 AJ3530                         *CURRENT SURVEY CONTROL
 AJ3530  ______________________________________________________________________
 AJ3530* NAD 83(1986) POSITION- 26 47 54.     (N) 080 32 36.     (W)   SCALED
 AJ3530* NAVD 88 ORTHO HEIGHT -     4.295 (meters)       14.09  (feet) ADJUSTED
 AJ3530  ______________________________________________________________________
 AJ3530  GEOID HEIGHT    -        -25.568 (meters)                     GEOID18
 AJ3530  DYNAMIC HEIGHT  -          4.289 (meters)       14.07  (feet) COMP
 AJ3530  MODELED GRAVITY -    979,111.7   (mgal)                       NAVD 88
 AJ3530
 AJ3530  VERT ORDER      -  SECOND    CLASS I
 AJ3530
 AJ3530.The horizontal coordinates were scaled from a map and have
 AJ3530.an estimated accuracy of +/- 6 seconds.
 AJ3530
 AJ3530.The orthometric height was determined by differential leveling and
 AJ3530.adjusted by the NATIONAL GEODETIC SURVEY
 AJ3530.in May 2003.
 AJ3530
 AJ3530.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ3530.GEOID18 height accuracy estimate available here.
 AJ3530
 AJ3530.Click photographs - Photos may exist for this station.
 AJ3530
 AJ3530.The dynamic height is computed by dividing the NAVD 88
 AJ3530.geopotential number by the normal gravity value computed on the
 AJ3530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3530.degrees latitude (g = 980.6199 gals.).
 AJ3530
 AJ3530.The modeled gravity was interpolated from observed gravity values.
 AJ3530
 AJ3530;                    North         East    Units  Estimated Accuracy
 AJ3530;SPC FL E     -   273,140.      245,410.      MT  (+/- 180 meters Scaled)
 AJ3530
 AJ3530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK453641(NAD 83)
 AJ3530
 AJ3530                          SUPERSEDED SURVEY CONTROL
 AJ3530
 AJ3530  NAVD 88 (09/17/01)    4.301  (m)           14.11   (f) SUPERSEDED  2 1
 AJ3530
 AJ3530.Superseded values are not recommended for survey control.
 AJ3530
 AJ3530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3530.See file dsdata.pdf to determine how the superseded data were derived.
 AJ3530
 AJ3530_MARKER: DD = SURVEY DISK
 AJ3530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3530_STAMPING: BM 54 1999
 AJ3530_MARK LOGO: SFLWMD
 AJ3530_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3530+STABILITY: SURFACE MOTION
 AJ3530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3530+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2000
 AJ3530
 AJ3530  HISTORY     - Date     Condition        Report By
 AJ3530  HISTORY     - 1999     MONUMENTED       SFLWMD
 AJ3530  HISTORY     - 20000219 GOOD             FLDEP
 AJ3530
 AJ3530                          STATION DESCRIPTION
 AJ3530
 AJ3530'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3530'THE MARK IS ABOUT 33.0 MI (53.1 KM) NORTHWEST OF PALM BEACH, 5.4 MI
 AJ3530'(8.7 KM) SOUTHEAST OF CANAL POINT, IN SECTION 28, TOWNSHIP 42 SOUTH,
 AJ3530'RANGE 38 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY
 AJ3530'441, 98, COUNTY ROAD 715 AND COUNTY ROAD 700 IN CANAL POINT, GO EAST
 AJ3530'ON U.S. HIGHWAY 98 (COUNTY ROAD 700) FOR 1.75 MI (2.82 KM) TO THE
 AJ3530'RAILROAD TRACKS AND A CONCRETE BRIDGE ON THE LEFT SPANNING THE WEST
 AJ3530'PALM BEACH CANAL (RAILROAD TRACKS RUNS THROUGH BRIDGE), TURN LEFT
 AJ3530'CROSSING OVER THE WEST PALM BEACH CANAL TO THE JUNCTION OF A LEVEE
 AJ3530'ROAD ON THE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER 10 AND GO SOUTHERLY
 AJ3530'FOR 5.3 MI (8.5 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A
 AJ3530'CONCRETE MONUMENT RECESSED 1.0 FT (0.3 M) BELOW THE LEVEL OF THE
 AJ3530'GROUND AND BELOW THE LEVEL OF THE LEVEE ROAD. LOCATED 300.00 FT (91.44
 AJ3530'M) NORTHWEST OF AND ACROSS THE LEVEE ROAD FROM A ROAD LEADING EAST,
 AJ3530'262.8 FT (80.1 M) WEST OF POWER POLE NUMBER 64929752206 (P114) WITH A
 AJ3530'TRANFORMER AND 4 GUY WIRES, 99.3 FT (30.3 M) WEST-NORTHWEST OF A POWER
 AJ3530'POLE WITH A LIGHT ATTACHED, 21.3 FT (6.5 M) SOUTHWEST OF THE LEVEE
 AJ3530'ROAD AND 2.0 FT (0.6 M) NORTHEAST OF A SFWMD METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8977 ***********************************************************************
 DN8977  DESIGNATION -  54 03 A01G
 DN8977  PID         -  DN8977
 DN8977  STATE/COUNTY-  FL/JEFFERSON
 DN8977  COUNTRY     -  US
 DN8977  USGS QUAD   -  LLOYD (2018)
 DN8977
 DN8977                         *CURRENT SURVEY CONTROL
 DN8977  ______________________________________________________________________
 DN8977* NAD 83(1986) POSITION- 30 24 16.6    (N) 084 01 16.3    (W)   HD_HELD2
 DN8977* NAVD 88 ORTHO HEIGHT -    61.759 (meters)      202.62  (feet) ADJUSTED
 DN8977  ______________________________________________________________________
 DN8977  GEOID HEIGHT    -        -27.673 (meters)                     GEOID18
 DN8977  DYNAMIC HEIGHT  -         61.678 (meters)      202.36  (feet) COMP
 DN8977  MODELED GRAVITY -    979,338.6   (mgal)                       NAVD 88
 DN8977
 DN8977  VERT ORDER      -  SECOND    CLASS I
 DN8977
 DN8977.The horizontal coordinates were established by autonomous hand held GPS
 DN8977.observations and have an estimated accuracy of +/- 10 meters.
 DN8977
 DN8977.The orthometric height was determined by differential leveling and
 DN8977.adjusted by the NATIONAL GEODETIC SURVEY
 DN8977.in October 2012.
 DN8977
 DN8977.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8977.GEOID18 height accuracy estimate available here.
 DN8977
 DN8977.Click photographs - Photos may exist for this station.
 DN8977
 DN8977.The dynamic height is computed by dividing the NAVD 88
 DN8977.geopotential number by the normal gravity value computed on the
 DN8977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8977.degrees latitude (g = 980.6199 gals.).
 DN8977
 DN8977.The modeled gravity was interpolated from observed gravity values.
 DN8977
 DN8977;                    North         East    Units  Estimated Accuracy
 DN8977;SPC FL N     -   155,795.      646,007.      MT  (+/- 10 meters HH2 GPS)
 DN8977
 DN8977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU8618967388(NAD 83)
 DN8977
 DN8977                          SUPERSEDED SURVEY CONTROL
 DN8977
 DN8977.No superseded survey control is available for this station.
 DN8977
 DN8977_MARKER: DD = SURVEY DISK
 DN8977_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DN8977_STAMPING: 54 03 A01G
 DN8977_MARK LOGO: FLDT
 DN8977_PROJECTION: RECESSED 10 CENTIMETERS
 DN8977_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8977_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8977+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2010
 DN8977
 DN8977  HISTORY     - Date     Condition        Report By
 DN8977  HISTORY     - 2003     MONUMENTED       FLDT
 DN8977  HISTORY     - 20100215 GOOD             FLDEP
 DN8977
 DN8977                          STATION DESCRIPTION
 DN8977
 DN8977'DESCRIBED BY FL DEPT OF ENV PRO 2010 (MWM)
 DN8977'THE MARK IS ABOUT 4.1 MI (6.6 KM) WEST OF WAUKEENAH, 3.8 MI (6.1 KM)
 DN8977'NORTH-NORTHWEST OF WACISSA, 3.5 MI (5.7 KM) NORTH-NORTHEAST OF CODY,
 DN8977'IN SECTION 15, TOWNSHIP 1 SOUTH, RANGE 3 EAST.
 DN8977'
 DN8977'TO REACH THE MARK FROM THE INTERSECTION OF I-10 AND STATE ROAD 59 IN
 DN8977'LLOYD, GO SOUTH ON STATE ROAD 59 FOR 0.7 MI (1.1 KM) TO THE RAILROAD
 DN8977'TRACK, CONTINUE SOUTH ON STATE ROAD 59 FOR 5.8 MI (9.3 KM) TO THE
 DN8977'INTERSECTION OF U.S. HIGHWAY 27 TO THE MARK SET IN THE MEDIAN, SET IN
 DN8977'THE TOP OF A PREFABRICATED POST (PVC PIPE), RECESSED 0.4 FT (0.1 M)
 DN8977'BELOW THE GROUND AND LEVEL WITH U.S. HIGHWAY 27.
 DN8977'
 DN8977'LOCATED 82.4 FT (25.1 M) WEST OF THE EXTENDED CENTERLINE OF COUNTY
 DN8977'ROAD 59, 36.1 FT (11.0 M) SOUTH OF THE CENTERLINE OF THE WESTBOUND
 DN8977'LANES OF U.S. HIGHWAY 27, 30.1 FT (8.2 M) NORTH 0F THE EASTBOUND LANES
 DN8977'OF U.S. HIGHWAY 27, 22.7 FT (6.9 M) WEST OF THE EASTERN MOST CURB OF
 DN8977'MEDIAN AND 1.7 FT (0.5 M) WEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8983 ***********************************************************************
 DN8983  DESIGNATION -  54 09 A02V
 DN8983  PID         -  DN8983
 DN8983  STATE/COUNTY-  FL/JEFFERSON
 DN8983  COUNTRY     -  US
 DN8983  USGS QUAD   -  LLOYD (2018)
 DN8983
 DN8983                         *CURRENT SURVEY CONTROL
 DN8983  ______________________________________________________________________
 DN8983* NAD 83(1986) POSITION- 30 25 31.2    (N) 084 01 11.0    (W)   HD_HELD2
 DN8983* NAVD 88 ORTHO HEIGHT -    30.706 (meters)      100.74  (feet) ADJUSTED
 DN8983  ______________________________________________________________________
 DN8983  GEOID HEIGHT    -        -27.690 (meters)                     GEOID18
 DN8983  DYNAMIC HEIGHT  -         30.666 (meters)      100.61  (feet) COMP
 DN8983  MODELED GRAVITY -    979,338.6   (mgal)                       NAVD 88
 DN8983
 DN8983  VERT ORDER      -  SECOND    CLASS I
 DN8983
 DN8983.The horizontal coordinates were established by autonomous hand held GPS
 DN8983.observations and have an estimated accuracy of +/- 10 meters.
 DN8983
 DN8983.The orthometric height was determined by differential leveling and
 DN8983.adjusted by the NATIONAL GEODETIC SURVEY
 DN8983.in October 2012.
 DN8983
 DN8983.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8983.GEOID18 height accuracy estimate available here.
 DN8983
 DN8983.Click photographs - Photos may exist for this station.
 DN8983
 DN8983.The dynamic height is computed by dividing the NAVD 88
 DN8983.geopotential number by the normal gravity value computed on the
 DN8983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8983.degrees latitude (g = 980.6199 gals.).
 DN8983
 DN8983.The modeled gravity was interpolated from observed gravity values.
 DN8983
 DN8983;                    North         East    Units  Estimated Accuracy
 DN8983;SPC FL N     -   158,093.      646,139.      MT  (+/- 10 meters HH2 GPS)
 DN8983
 DN8983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU8627069689(NAD 83)
 DN8983
 DN8983                          SUPERSEDED SURVEY CONTROL
 DN8983
 DN8983.No superseded survey control is available for this station.
 DN8983
 DN8983_MARKER: DD = SURVEY DISK
 DN8983_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN8983_SP_SET: GUARDRAIL
 DN8983_STAMPING: 54 09 A02V
 DN8983_MARK LOGO: FLDT
 DN8983_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8983
 DN8983  HISTORY     - Date     Condition        Report By
 DN8983  HISTORY     - UNK      MONUMENTED       FLDT
 DN8983  HISTORY     - 20100216 GOOD             FLDEP
 DN8983
 DN8983                          STATION DESCRIPTION
 DN8983
 DN8983'DESCRIBED BY FL DEPT OF ENV PRO 2010 (MWM)
 DN8983'THE MARK IS ABOUT 4.9 MI (7.9 KM) NORTH-NORTHEAST OF CODY, 4.1 MI (6.6
 DN8983'KM) WEST-NORTHWEST OF WAUKEENAH, 3.6 MI (5.8 KM) SOUTH OF LLOYD, IN
 DN8983'SECTION 3, TOWNSHIP 1 SOUTH, RANGE 3 EAST.
 DN8983'
 DN8983'TO REACH THE MARK FROM THE INTERSECTION OF I-10 AND STATE ROAD 59 IN
 DN8983'LLOYD, GO SOUTH STATE ROAD 59 FOR 0.7 MI (1.1 KM) TO THE RAILROAD
 DN8983'TRACK, CONTINUE SOUTH ON STATE ROAD 59 FOR 5.8 MI (8.5 KM) TO THE
 DN8983'INTERSECTION OF U.S. HIGHWAY 27, TURN RIGHT ON U.S. HIGHWAY 27 AND GO
 DN8983'WEST FOR 4.4 MI (7.1 KM) TO THE BURNT MILL CREEK BRIDGE TO THE MARK
 DN8983'SET FLUSH IN THE TOP OF THE SOUTHEAST GUARDRAIL, 3.1 FT (0.9 M) ABOVE
 DN8983'THE LEVEL OF STATE ROAD 59.
 DN8983'
 DN8983'LOCATED 127.2 FT (38.8 M) NORTH OF THE SOUTHWESTERN CORNER OF A
 DN8983'CONCRETE GUARDRAIL OF THE BURNT MILL CREEK BRIDGE, 27.0 FT (8.2 M)
 DN8983'EAST OF A WOODEN CORNER POST OF A FENCE, 24.1 FT (7.3 M) WEST OF THE
 DN8983'CENTERLINE OF STATE ROAD 59 AND 1.9 FT (0.6 M) SOUTH OF THE
 DN8983'NORTHWESTERN CORNER OF A CONCRETE GUARDRAIL OF THE BURNT MILL CREEK
 DN8983'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8982 ***********************************************************************
 DN8982  DESIGNATION -  54 09 A03V
 DN8982  PID         -  DN8982
 DN8982  STATE/COUNTY-  FL/JEFFERSON
 DN8982  COUNTRY     -  US
 DN8982  USGS QUAD   -  LLOYD (2018)
 DN8982
 DN8982                         *CURRENT SURVEY CONTROL
 DN8982  ______________________________________________________________________
 DN8982* NAD 83(1986) POSITION- 30 25 32.3    (N) 084 01 12.4    (W)   HD_HELD2
 DN8982* NAVD 88 ORTHO HEIGHT -    30.500 (meters)      100.07  (feet) ADJUSTED
 DN8982  ______________________________________________________________________
 DN8982  GEOID HEIGHT    -        -27.691 (meters)                     GEOID18
 DN8982  DYNAMIC HEIGHT  -         30.460 (meters)       99.93  (feet) COMP
 DN8982  MODELED GRAVITY -    979,338.6   (mgal)                       NAVD 88
 DN8982
 DN8982  VERT ORDER      -  SECOND    CLASS I
 DN8982
 DN8982.The horizontal coordinates were established by autonomous hand held GPS
 DN8982.observations and have an estimated accuracy of +/- 10 meters.
 DN8982
 DN8982.The orthometric height was determined by differential leveling and
 DN8982.adjusted by the NATIONAL GEODETIC SURVEY
 DN8982.in October 2012.
 DN8982
 DN8982.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8982.GEOID18 height accuracy estimate available here.
 DN8982
 DN8982.Click photographs - Photos may exist for this station.
 DN8982
 DN8982.The dynamic height is computed by dividing the NAVD 88
 DN8982.geopotential number by the normal gravity value computed on the
 DN8982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8982.degrees latitude (g = 980.6199 gals.).
 DN8982
 DN8982.The modeled gravity was interpolated from observed gravity values.
 DN8982
 DN8982;                    North         East    Units  Estimated Accuracy
 DN8982;SPC FL N     -   158,127.      646,102.      MT  (+/- 10 meters HH2 GPS)
 DN8982
 DN8982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU8623269722(NAD 83)
 DN8982
 DN8982                          SUPERSEDED SURVEY CONTROL
 DN8982
 DN8982.No superseded survey control is available for this station.
 DN8982
 DN8982_MARKER: DD = SURVEY DISK
 DN8982_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN8982_SP_SET: GUARDRAIL
 DN8982_STAMPING: 54 09 A03V
 DN8982_MARK LOGO: FLDT
 DN8982_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8982
 DN8982  HISTORY     - Date     Condition        Report By
 DN8982  HISTORY     - UNK      MONUMENTED       FLDT
 DN8982  HISTORY     - 20100216 GOOD             FLDEP
 DN8982
 DN8982                          STATION DESCRIPTION
 DN8982
 DN8982'DESCRIBED BY FL DEPT OF ENV PRO 2010 (MWM)
 DN8982'THE MARK IS ABOUT 4.9 MI (7.9 KM) NORTH-NORTHEAST OF CODY, 4.1 MI (6.6
 DN8982'KM) WEST-NORTHWEST OF WAUKEENAH, 3.6 MI (5.8 KM) SOUTH OF LLOYD, IN
 DN8982'SECTION 3, TOWNSHIP 1 SOUTH, RANGE 3 EAST.
 DN8982'
 DN8982'TO REACH THE MARK FROM THE INTERSECTION OF I-10 AND STATE ROAD 59 IN
 DN8982'LLOYD, GO SOUTH STATE ROAD 59 FOR 0.7 MI (1.1 KM) TO THE RAILROAD
 DN8982'TRACK, CONTINUE SOUTH ON STATE ROAD 59 FOR 5.8 MI (8.5 KM) TO THE
 DN8982'INTERSECTION OF U.S. HIGHWAY 27, TURN RIGHT ON U.S. HIGHWAY 27 AND GO
 DN8982'WEST FOR 4.4 MI (7.1 KM) TO THE BURNT MILL CREEK BRIDGE TO THE MARK,
 DN8982'SET FLUSH IN THE TOP OF THE NORTHWEST GUARDRAIL, 3.1 FT (0.9 M) ABOVE
 DN8982'THE LEVEL OF STATE ROAD 59.
 DN8982'
 DN8982'LOCATED 127.2 FT (38.8 M) NORTH OF THE SOUTHWESTERN CORNER OF A
 DN8982'CONCRETE GUARDRAIL OF THE BURNT MILL CREEK BRIDGE, 27.0 FT (8.2 M)
 DN8982'EAST OF A WOODEN CORNER POST OF A FENCE, 24.1 FT (7.3 M) WEST OF THE
 DN8982'CENTERLINE OF STATE ROAD 59 AND 1.9 FT (0.6 M) SOUTH OF THE
 DN8982'NORTHWESTERN CORNER OF A CONCRETE GUARDRAIL OF THE BURNT MILL CREEK
 DN8982'BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8967 ***********************************************************************
 DN8967  DESIGNATION -  54 99 N07HV
 DN8967  PID         -  DN8967
 DN8967  STATE/COUNTY-  FL/JEFFERSON
 DN8967  COUNTRY     -  US
 DN8967  USGS QUAD   -  MICCOSUKEE (2018)
 DN8967
 DN8967                         *CURRENT SURVEY CONTROL
 DN8967  ______________________________________________________________________
 DN8967* NAD 83(1986) POSITION- 30 30 31.4    (N) 084 01 28.0    (W)   HD_HELD2
 DN8967* NAVD 88 ORTHO HEIGHT -    51.603 (meters)      169.30  (feet) ADJUSTED
 DN8967  ______________________________________________________________________
 DN8967  GEOID HEIGHT    -        -27.742 (meters)                     GEOID18
 DN8967  DYNAMIC HEIGHT  -         51.536 (meters)      169.08  (feet) COMP
 DN8967  MODELED GRAVITY -    979,342.4   (mgal)                       NAVD 88
 DN8967
 DN8967  VERT ORDER      -  SECOND    CLASS I
 DN8967
 DN8967.The horizontal coordinates were established by autonomous hand held GPS
 DN8967.observations and have an estimated accuracy of +/- 10 meters.
 DN8967
 DN8967.The orthometric height was determined by differential leveling and
 DN8967.adjusted by the NATIONAL GEODETIC SURVEY
 DN8967.in October 2012.
 DN8967
 DN8967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8967.GEOID18 height accuracy estimate available here.
 DN8967
 DN8967.Click photographs - Photos may exist for this station.
 DN8967
 DN8967.The dynamic height is computed by dividing the NAVD 88
 DN8967.geopotential number by the normal gravity value computed on the
 DN8967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8967.degrees latitude (g = 980.6199 gals.).
 DN8967
 DN8967.The modeled gravity was interpolated from observed gravity values.
 DN8967
 DN8967;                    North         East    Units  Estimated Accuracy
 DN8967;SPC FL N     -   167,335.      645,647.      MT  (+/- 10 meters HH2 GPS)
 DN8967
 DN8967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU8557378924(NAD 83)
 DN8967
 DN8967                          SUPERSEDED SURVEY CONTROL
 DN8967
 DN8967.No superseded survey control is available for this station.
 DN8967
 DN8967_MARKER: DD = SURVEY DISK
 DN8967_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DN8967_STAMPING: 54 99 N07HV
 DN8967_MARK LOGO: FLDT
 DN8967_PROJECTION: RECESSED 8 CENTIMETERS
 DN8967_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8967+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2010
 DN8967
 DN8967  HISTORY     - Date     Condition        Report By
 DN8967  HISTORY     - 2000     MONUMENTED       FLDT
 DN8967  HISTORY     - 20100208 GOOD             FLDEP
 DN8967
 DN8967                          STATION DESCRIPTION
 DN8967
 DN8967'DESCRIBED BY FL DEPT OF ENV PRO 2010 (MWM)
 DN8967'THE MARK IS ABOUT 8.0 MI (12.9 KM) NORTH-NORTHWEST OF WAUKEENAH, 6.0
 DN8967'MI (9.7 KM) SOUTH OF MICCOSUKEE, 2.2 MI (3.5 KM) NORTH OF LLOYD, IN
 DN8967'SECTION 4, TOWNSHIP 1 NORTH, RANGE 3 EAST.
 DN8967'
 DN8967'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 10 AND U.S.
 DN8967'HIGHWAY 90 IN TALLAHASSEE, GO EAST ON U.S. HIGHWAY 90 FOR 8.9 MI (14.3
 DN8967'KM) TO THE INTERSECTION OF STATE ROAD 59, TURN RIGHT ON STATE ROAD 59
 DN8967'AND GO SOUTH FOR 1.0 MI (1.6 KM) TO THE MARK ON THE RIGHT, A DISK SET
 DN8967'IN THE TOP OF A PREFABRICATED 4-INCH (10 CM) PVC CONCRETE FILLED PIPE,
 DN8967'RECESSED 0.4 FT (0.1 M) BELOW THE LEVEL OF THE GROUND AND 0.6 FT (0.2
 DN8967'M) BELOW THE LEVEL OF STATE ROAD 59.
 DN8967'
 DN8967'LOCATED 89.8 FT (27.4 M) NORTH OF THE CENTERLINE OF A DIRT DRIVEWAY,
 DN8967'69.3 FT NORTH OF A UTILITY POLE WITH A STREET LIGHT ATTACHED, 31.4 FT
 DN8967'(9.6 M) WEST OF THE CENTERLINE OF STATE ROAD 59, 1.7 FT (0.5 M) EAST
 DN8967'OF A WOODEN CORNER POST FOR A SHEEP WIRE FENCE AND 1.2 FT (0.4 M) EAST
 DN8967'OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8968 ***********************************************************************
 DN8968  DESIGNATION -  54 99 N09HV
 DN8968  PID         -  DN8968
 DN8968  STATE/COUNTY-  FL/JEFFERSON
 DN8968  COUNTRY     -  US
 DN8968  USGS QUAD   -  MICCOSUKEE (2018)
 DN8968
 DN8968                         *CURRENT SURVEY CONTROL
 DN8968  ______________________________________________________________________
 DN8968* NAD 83(1986) POSITION- 30 30 52.7    (N) 084 01 28.0    (W)   HD_HELD2
 DN8968* NAVD 88 ORTHO HEIGHT -    48.676 (meters)      159.70  (feet) ADJUSTED
 DN8968  ______________________________________________________________________
 DN8968  GEOID HEIGHT    -        -27.744 (meters)                     GEOID18
 DN8968  DYNAMIC HEIGHT  -         48.613 (meters)      159.49  (feet) COMP
 DN8968  MODELED GRAVITY -    979,342.8   (mgal)                       NAVD 88
 DN8968
 DN8968  VERT ORDER      -  SECOND    CLASS I
 DN8968
 DN8968.The horizontal coordinates were established by autonomous hand held GPS
 DN8968.observations and have an estimated accuracy of +/- 10 meters.
 DN8968
 DN8968.The orthometric height was determined by differential leveling and
 DN8968.adjusted by the NATIONAL GEODETIC SURVEY
 DN8968.in October 2012.
 DN8968
 DN8968.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8968.GEOID18 height accuracy estimate available here.
 DN8968
 DN8968.Click photographs - Photos may exist for this station.
 DN8968
 DN8968.The dynamic height is computed by dividing the NAVD 88
 DN8968.geopotential number by the normal gravity value computed on the
 DN8968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8968.degrees latitude (g = 980.6199 gals.).
 DN8968
 DN8968.The modeled gravity was interpolated from observed gravity values.
 DN8968
 DN8968;                    North         East    Units  Estimated Accuracy
 DN8968;SPC FL N     -   167,991.      645,644.      MT  (+/- 10 meters HH2 GPS)
 DN8968
 DN8968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU8555579580(NAD 83)
 DN8968
 DN8968                          SUPERSEDED SURVEY CONTROL
 DN8968
 DN8968.No superseded survey control is available for this station.
 DN8968
 DN8968_MARKER: DD = SURVEY DISK
 DN8968_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DN8968_STAMPING: 54 99 N029HV
 DN8968_MARK LOGO: FLDT
 DN8968_PROJECTION: FLUSH
 DN8968_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8968+STABILITY: SURFACE MOTION
 DN8968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8968+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2010
 DN8968
 DN8968  HISTORY     - Date     Condition        Report By
 DN8968  HISTORY     - 2000     MONUMENTED       FLDT
 DN8968  HISTORY     - 20100226 GOOD             FLDEP
 DN8968
 DN8968                          STATION DESCRIPTION
 DN8968
 DN8968'DESCRIBED BY FL DEPT OF ENV PRO 2010 (MWM)
 DN8968'THE MARK IS ABOUT 8.3 MI (13.4 KM) NORTH-NORTHWEST OF WAUKEENAH, 5.6
 DN8968'MI (9.0 KM) SOUTH OF MICCOSUKEE, 2.6 MI (4.2 KM) NORTH OF LLOYD, IN
 DN8968'SECTION 4, TOWNSHIP 1 NORTH, RANGE 3 EAST.
 DN8968'
 DN8968'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 10 AND U.S.
 DN8968'HIGHWAY 90 IN TALLAHASSEE, GO EAST ON U.S. HIGHWAY 90 FOR 8.9 MI (14.3
 DN8968'KM) TO THE INTERSECTION OF STATE ROAD 59, TURN RIGHT ON STATE ROAD 59
 DN8968'AND GO SOUTH FOR 0.6 MI (1.0 KM) TO THE MARK ON THE RIGHT, A DISK SET
 DN8968'IN THE TOP OF A PREFABRICATED 4-INCH (10 CM) PVC CONCRETE FILLED PIPE,
 DN8968'RECESSED 0.1 FT (0.0 M) ABOVE THE LEVEL OF THE GROUND AND 0.4 FT (0.1
 DN8968'M) ABOVE THE LEVEL OF STATE ROAD 59.
 DN8968'
 DN8968'LOCATED 31.1 FT (9.5 M) WEST OF THE CENTERLINE OF STATE ROAD 59, 20.6
 DN8968'FT (6.3 M) SOUTH OF A 2.0 FT (0.6 M) TALL RIGHT-A-WAY POST MARKER,
 DN8968'12.0 FT (3.7 M) NORTH OF A DIRT DRIVEWAY WITH MAILBOX ADDRESS 614,
 DN8968'11.7 FT (3.6 M) SOUTH OF THE CENTERLINE OF A DIRT DRIVEWAY WITH
 DN8968'MAILBOX NUMBER 615 AND 0.6 FT (0.2 M) EAST OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6652 ***********************************************************************
 DE6652  DESIGNATION -  54 CMP
 DE6652  PID         -  DE6652
 DE6652  STATE/COUNTY-  FL/BRADFORD
 DE6652  COUNTRY     -  US
 DE6652  USGS QUAD   -  RAIFORD (2018)
 DE6652
 DE6652                         *CURRENT SURVEY CONTROL
 DE6652  ______________________________________________________________________
 DE6652* NAD 83(1986) POSITION- 30 05 44.     (N) 082 09 36.     (W)   SCALED
 DE6652* NAVD 88 ORTHO HEIGHT -    42.557 (meters)      139.62  (feet) ADJUSTED
 DE6652  ______________________________________________________________________
 DE6652  GEOID HEIGHT    -        -28.128 (meters)                     GEOID18
 DE6652  DYNAMIC HEIGHT  -         42.501 (meters)      139.44  (feet) COMP
 DE6652  MODELED GRAVITY -    979,319.3   (mgal)                       NAVD 88
 DE6652
 DE6652  VERT ORDER      -  SECOND    CLASS I
 DE6652
 DE6652.The horizontal coordinates were scaled from a map and have
 DE6652.an estimated accuracy of +/- 6 seconds.
 DE6652
 DE6652.The orthometric height was determined by differential leveling and
 DE6652.adjusted by the NATIONAL GEODETIC SURVEY
 DE6652.in July 2004.
 DE6652
 DE6652.No vertical observational check was made to the station.
 DE6652
 DE6652.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6652.GEOID18 height accuracy estimate available here.
 DE6652
 DE6652.Click photographs - Photos may exist for this station.
 DE6652
 DE6652.The dynamic height is computed by dividing the NAVD 88
 DE6652.geopotential number by the normal gravity value computed on the
 DE6652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6652.degrees latitude (g = 980.6199 gals.).
 DE6652
 DE6652.The modeled gravity was interpolated from observed gravity values.
 DE6652
 DE6652;                    North         East    Units  Estimated Accuracy
 DE6652;SPC FL N     -   123,750.      825,530.      MT  (+/- 180 meters Scaled)
 DE6652
 DE6652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP882299(NAD 83)
 DE6652
 DE6652                          SUPERSEDED SURVEY CONTROL
 DE6652
 DE6652.No superseded survey control is available for this station.
 DE6652
 DE6652_MARKER: DB = BENCH MARK DISK
 DE6652_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE6652_STAMPING: 54 CMP 1970
 DE6652_MARK LOGO: USGS
 DE6652_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6652+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1992
 DE6652
 DE6652  HISTORY     - Date     Condition        Report By
 DE6652  HISTORY     - 1970     MONUMENTED       USGS
 DE6652  HISTORY     - 19920208 GOOD             NGS
 DE6652
 DE6652                          STATION DESCRIPTION
 DE6652
 DE6652'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 DE6652'THE MARK IS ABOUT 6.0 MI (9.7 KM) NORTHEAST OF RAIFORD IN SECTION 1, T
 DE6652'5 S, R 21 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 121 AND
 DE6652'COUNTY ROAD CR-125 NORTHEAST OF RAIFORD, GO SOUTHEAST ON COUNTY ROAD
 DE6652'CR-125 FOR 4.05 MI (6.52 KM) TO THE MARK ON THE LEFT, SET IN THE TOP
 DE6652'OF A CONCRETE POST FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.
 DE6652'LOCATED 48.5 FT (14.8 M) EAST OF THE CENTERLINE OF COUNTY ROAD CR-125,
 DE6652'33.5 FT (10.2 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF NW
 DE6652'115 AVENUE, 18.6 FT (5.7 M) NORTH-NORTHEAST OF A LARGE TELEPHONE CABLE
 DE6652'BOX NUMBER 125 X BOX, 1.1 FT (0.3 M) EAST OF A METAL WITNESS POST AND
 DE6652'1.0 FT (0.3 M) WEST OF THE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0252 ***********************************************************************
 BE0252  DESIGNATION -  54 WSM USGS
 BE0252  PID         -  BE0252
 BE0252  STATE/COUNTY-  FL/JACKSON
 BE0252  COUNTRY     -  US
 BE0252  USGS QUAD   -  COTTONDALE EAST (2018)
 BE0252
 BE0252                         *CURRENT SURVEY CONTROL
 BE0252  ______________________________________________________________________
 BE0252* NAD 83(1986) POSITION- 30 48 58.     (N) 085 15 13.     (W)   SCALED
 BE0252* NAVD 88 ORTHO HEIGHT -    48.658 (meters)      159.64  (feet) ADJUSTED
 BE0252  ______________________________________________________________________
 BE0252  GEOID HEIGHT    -        -28.103 (meters)                     GEOID18
 BE0252  DYNAMIC HEIGHT  -         48.595 (meters)      159.43  (feet) COMP
 BE0252  MODELED GRAVITY -    979,354.4   (mgal)                       NAVD 88
 BE0252
 BE0252  VERT ORDER      -  SECOND    CLASS 0
 BE0252
 BE0252.The horizontal coordinates were scaled from a map and have
 BE0252.an estimated accuracy of +/- 6 seconds.
 BE0252
 BE0252.The orthometric height was determined by differential leveling and
 BE0252.adjusted by the NATIONAL GEODETIC SURVEY
 BE0252.in June 1991.
 BE0252
 BE0252.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0252.GEOID18 height accuracy estimate available here.
 BE0252
 BE0252.Click photographs - Photos may exist for this station.
 BE0252
 BE0252.The dynamic height is computed by dividing the NAVD 88
 BE0252.geopotential number by the normal gravity value computed on the
 BE0252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0252.degrees latitude (g = 980.6199 gals.).
 BE0252
 BE0252.The modeled gravity was interpolated from observed gravity values.
 BE0252
 BE0252;                    North         East    Units  Estimated Accuracy
 BE0252;SPC FL N     -   201,560.      527,890.      MT  (+/- 180 meters Scaled)
 BE0252
 BE0252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV670105(NAD 83)
 BE0252
 BE0252                          SUPERSEDED SURVEY CONTROL
 BE0252
 BE0252  NGVD 29 (??/??/92)   48.782  (m)          160.05   (f) ADJ UNCH    2 0
 BE0252
 BE0252.Superseded values are not recommended for survey control.
 BE0252
 BE0252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0252.See file dsdata.pdf to determine how the superseded data were derived.
 BE0252
 BE0252_MARKER: DD = SURVEY DISK
 BE0252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0252_STAMPING: 54 WSM 1948 160
 BE0252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0252+STABILITY: SURFACE MOTION
 BE0252
 BE0252  HISTORY     - Date     Condition        Report By
 BE0252  HISTORY     - 1948     MONUMENTED       USGS
 BE0252  HISTORY     - 1952     GOOD             CGS
 BE0252  HISTORY     - 1964     GOOD             CGS
 BE0252  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0252
 BE0252                          STATION DESCRIPTION
 BE0252
 BE0252'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0252'4 MI NW FROM MARIANNA.
 BE0252'ABOUT 1.65 MILES WEST ALONG U.S. HIGHWAY 90 FROM THE COURT
 BE0252'HOUSE AT MARIANNA, THENCE ABOUT 2.3 MILES NORTH ALONG A GRADED
 BE0252'ROAD, AT A TURN IN THE GRADED ROAD WITH TANGENTS EXTENDING SOUTH
 BE0252'AND WEST AND JUNCTION OF A DIM ROAD NORTH, 14 FEET EAST OF
 BE0252'CENTER LINE OF DIM ROAD NORTH, ABOUT 4 FEET SOUTH OF BEING IN
 BE0252'LINE WITH CENTER LINE OF WEST TANGENT OF ROAD, 121 FEET NORTHWEST
 BE0252'OF NORTHWEST CORNER OF AN UNPAINTED HOUSE, 7 1/2 FEET SOUTH OF
 BE0252'A FENCE CORNER, 1 1/2 FEET WEST OF A FENCE LINE, 1 1/2 FEET
 BE0252'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 BE0252'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BE0252'4 INCHES.  NOTE-- THE HOUSE HAS BEEN REMOVED AND THE MARK IS
 BE0252'125 FEET NORTH OF THE OLD DRIVEWAY.  THE DESCRIPTION IS ADEQUATE
 BE0252'FOR RECOVERY.  THE WHITE WITNESS POST WAS REPLACED WITH A
 BE0252'WITNESS SIGN.
 BE0252
 BE0252                          STATION RECOVERY (1964)
 BE0252
 BE0252'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 BE0252'RECOVERED IN GOOD CONDITION.
 BE0252
 BE0252                          STATION RECOVERY (2001)
 BE0252
 BE0252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0252'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6330 ***********************************************************************
 AK6330  DESIGNATION -  54 WT 10
 AK6330  PID         -  AK6330
 AK6330  STATE/COUNTY-  FL/BREVARD
 AK6330  COUNTRY     -  US
 AK6330  USGS QUAD   -  WILSON (2018)
 AK6330
 AK6330                         *CURRENT SURVEY CONTROL
 AK6330  ______________________________________________________________________
 AK6330* NAD 83(1990) POSITION- 28 39 30.83016(N) 080 41 59.34857(W)   ADJUSTED
 AK6330  ______________________________________________________________________
 AK6330  GEOID HEIGHT    -        -28.162 (meters)                     GEOID18
 AK6330  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 AK6330  HORZ ORDER      -  THIRD
 AK6330
 AK6330.The horizontal coordinates were established by classical geodetic methods
 AK6330.and adjusted by the National Geodetic Survey in May 1991.
 AK6330
 AK6330.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6330.GEOID18 height accuracy estimate available here.
 AK6330
 AK6330.Click photographs - Photos may exist for this station.
 AK6330
 AK6330.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6330
 AK6330. The following values were computed from the NAD 83(1990) position.
 AK6330
 AK6330;                    North         East     Units Scale Factor Converg.
 AK6330;SPC FL E     -   479,226.766   229,343.253   MT  0.99995180   +0 08 38.3
 AK6330;SPC FL E     - 1,572,263.15    752,436.99   sFT  0.99995180   +0 08 38.3
 AK6330;UTM  17      - 3,170,195.237   529,333.241   MT  0.99961062   +0 08 38.3
 AK6330
 AK6330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2933370195(NAD 83)
 AK6330
 AK6330                          SUPERSEDED SURVEY CONTROL
 AK6330
 AK6330  NAD 83(1986)-  28 39 30.83661(N)    080 41 59.36096(W) AD(       ) 3
 AK6330  NAD 27      -  28 39 29.86036(N)    080 42 00.18047(W) AD(       ) 3
 AK6330
 AK6330.Superseded values are not recommended for survey control.
 AK6330
 AK6330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6330.See file dsdata.pdf to determine how the superseded data were derived.
 AK6330
 AK6330_MARKER: 55 = TOWER
 AK6330
 AK6330  HISTORY     - Date     Condition        Report By
 AK6330  HISTORY     - 1965     FIRST OBSERVED   CGS
 AK6330  HISTORY     - 1988     GOOD             USPSQD
 AK6330  HISTORY     - 1989     GOOD             USPSQD
 AK6330  HISTORY     - 1990     GOOD             USPSQD
 AK6330
 AK6330                          STATION DESCRIPTION
 AK6330
 AK6330'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6330'THE STATION IS THE TOP AND CENTER OF A 54 FOOT ALUMINUM WEATHER
 AK6330'TOWER.  A 4 X 6 FOOT STRUCTURE SUPPORTED BY A 6 X 8 FOOT CONCRETE
 AK6330'PAD.
 AK6330'
 AK6330'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AK6330'HIGHWAY 402 IN TITUSVILLE, GO EASTERLY ON STATE HIGHWAY 402 FOR
 AK6330'2.9 MILES TO THE INTERSECTION OF STATE HIGHWAYS 402 AND
 AK6330'406.  CONTINUE EASTERLY ON STATE HIGHWAY 402 FOR 4.5 MILES TO
 AK6330'THE INTERSECTION OF STATE HIGHWAY 402 AND STATE HIGHWAY 3
 AK6330'(KENNEDY PARKWAY), TURN LEFT NORTHERLY ON STATE HIGHWAY 3
 AK6330'(KENNEDY PARKWAY) FOR 3.3 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 AK6330'EASTERLY FOR 0.15 MILE TO A SIDE ROAD LEFT, TURN LEFT FOR 0.05
 AK6330'MILE TO THE TOWER.
 AK6330
 AK6330                          STATION RECOVERY (1988)
 AK6330
 AK6330'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK6330'RECOVERED IN GOOD CONDITION.
 AK6330
 AK6330                          STATION RECOVERY (1989)
 AK6330
 AK6330'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK6330'RECOVERED IN GOOD CONDITION.
 AK6330
 AK6330                          STATION RECOVERY (1990)
 AK6330
 AK6330'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK6330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6176 ***********************************************************************
 AK6176  DESIGNATION -  54 WT 3
 AK6176  PID         -  AK6176
 AK6176  STATE/COUNTY-  FL/BREVARD
 AK6176  COUNTRY     -  US
 AK6176  USGS QUAD   -  FALSE CAPE (2018)
 AK6176
 AK6176                         *CURRENT SURVEY CONTROL
 AK6176  ______________________________________________________________________
 AK6176* NAD 83(1990) POSITION- 28 32 09.03298(N) 080 34 29.25738(W)   ADJUSTED
 AK6176  ______________________________________________________________________
 AK6176  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 AK6176  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 AK6176  HORZ ORDER      -  THIRD
 AK6176
 AK6176.The horizontal coordinates were established by classical geodetic methods
 AK6176.and adjusted by the National Geodetic Survey in May 1991.
 AK6176
 AK6176.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6176.GEOID18 height accuracy estimate available here.
 AK6176
 AK6176.Click photographs - Photos may exist for this station.
 AK6176
 AK6176.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6176
 AK6176. The following values were computed from the NAD 83(1990) position.
 AK6176
 AK6176;                    North         East     Units Scale Factor Converg.
 AK6176;SPC FL E     -   465,663.353   241,613.131   MT  0.99996254   +0 12 11.3
 AK6176;SPC FL E     - 1,527,763.85    792,692.41   sFT  0.99996254   +0 12 11.3
 AK6176;UTM  17      - 3,156,636.452   541,598.933   MT  0.99962136   +0 12 11.3
 AK6176
 AK6176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4159856636(NAD 83)
 AK6176
 AK6176                          SUPERSEDED SURVEY CONTROL
 AK6176
 AK6176  NAD 83(1986)-  28 32 09.03893(N)    080 34 29.27028(W) AD(       ) 3
 AK6176  NAD 27      -  28 32 08.04717(N)    080 34 30.09186(W) AD(       ) 3
 AK6176
 AK6176.Superseded values are not recommended for survey control.
 AK6176
 AK6176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6176.See file dsdata.pdf to determine how the superseded data were derived.
 AK6176
 AK6176_MARKER: 55 = TOWER
 AK6176
 AK6176  HISTORY     - Date     Condition        Report By
 AK6176  HISTORY     - 1964     FIRST OBSERVED   CGS
 AK6176
 AK6176                          STATION DESCRIPTION
 AK6176
 AK6176'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (KAM)
 AK6176'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED, METAL,
 AK6176'METEOROLOGICAL TOWER OWNED AND OPERATED BY NASA.  THE TOWER IS
 AK6176'54 FEET HIGH, PAINTED RED, HAS ADJUSTABLE LEGS AT THE BASE FOR
 AK6176'VERTICAL ALIGNMENT AND IS A GUYED STRUCTURE.
 AK6176'
 AK6176'IT IS IN THE CAPE KENNEDY AREA, ABOUT 3 MILES NORTH-NORTHWEST
 AK6176'OF THE CENTRAL CONTROL BUILDING AND IS ON THE EAST SIDE OF THE
 AK6176'CAPE ROAD.
 AK6176'
 AK6176'TO REACH FROM THE JUNCTION OF CAPE ROAD AND CENTRAL CONTROL
 AK6176'ROAD, NEAR THE SOUTHWEST CORNER OF THE CENTRAL CONTROL BUILDING,
 AK6176'GO NORTHERLY ON CAPE ROAD FOR 3.15 MILES TO THE STATION ON THE
 AK6176'RIGHT, ABOUT 200 FEET EAST OF THE ROAD.
 AK6176'
 AK6176'NOTE.  THE TOWER IS SET ON A 6 X 8 FOOT CONCRETE BASE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5858 ***********************************************************************
 AK5858  DESIGNATION -  54 WT 5
 AK5858  PID         -  AK5858
 AK5858  STATE/COUNTY-  FL/BREVARD
 AK5858  COUNTRY     -  US
 AK5858  USGS QUAD   -  COURTENAY (2018)
 AK5858
 AK5858                         *CURRENT SURVEY CONTROL
 AK5858  ______________________________________________________________________
 AK5858* NAD 83(1990) POSITION- 28 27 47.40344(N) 080 40 12.64910(W)   ADJUSTED
 AK5858  ______________________________________________________________________
 AK5858  GEOID HEIGHT    -        -28.179 (meters)                     GEOID18
 AK5858  LAPLACE CORR    -         -0.81  (seconds)                    DEFLEC18
 AK5858  HORZ ORDER      -  THIRD
 AK5858
 AK5858.The horizontal coordinates were established by classical geodetic methods
 AK5858.and adjusted by the National Geodetic Survey in May 1991.
 AK5858
 AK5858.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5858.GEOID18 height accuracy estimate available here.
 AK5858
 AK5858.Click photographs - Photos may exist for this station.
 AK5858
 AK5858.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK5858
 AK5858. The following values were computed from the NAD 83(1990) position.
 AK5858
 AK5858;                    North         East     Units Scale Factor Converg.
 AK5858;SPC FL E     -   457,579.992   232,300.108   MT  0.99995405   +0 09 25.9
 AK5858;SPC FL E     - 1,501,243.69    762,137.94   sFT  0.99995405   +0 09 25.9
 AK5858;UTM  17      - 3,148,555.849   532,289.088   MT  0.99961287   +0 09 25.9
 AK5858
 AK5858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3228948555(NAD 83)
 AK5858
 AK5858                          SUPERSEDED SURVEY CONTROL
 AK5858
 AK5858  NAD 83(1986)-  28 27 47.40980(N)    080 40 12.66225(W) AD(       ) 3
 AK5858  NAD 27      -  28 27 46.40141(N)    080 40 13.47398(W) AD(       ) 3
 AK5858
 AK5858.Superseded values are not recommended for survey control.
 AK5858
 AK5858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5858.See file dsdata.pdf to determine how the superseded data were derived.
 AK5858
 AK5858_MARKER: 55 = TOWER
 AK5858
 AK5858  HISTORY     - Date     Condition        Report By
 AK5858  HISTORY     - 1964     FIRST OBSERVED   CGS
 AK5858  HISTORY     - 1988     GOOD             USPSQD
 AK5858  HISTORY     - 1989     GOOD             USPSQD
 AK5858  HISTORY     - 19970504 GOOD             USPSQD
 AK5858
 AK5858                          STATION DESCRIPTION
 AK5858
 AK5858'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (KAM)
 AK5858'THE STATION IS THE CENTER OF THE TOP OF A FOUR LEGGED, METAL,
 AK5858'METEOROLOGICAL TOWER OWNED AND OPERATED BY NASA.  THE TOWER IS 54
 AK5858'FEET HIGH, PAINTED RED, HAS ADJUSTABLE LEGS AT THE BASE FOR
 AK5858'VERTICAL ALIGNMENT AND IS A GUYED STRUCTURE.
 AK5858'
 AK5858'IT IS ON MERRITT ISLAND, ON GOVERNMENT OWNED PROPERTY, ABOUT
 AK5858'5 MILES NORTH OF THE BENNETT CAUSEWAY AND ABOUT 1 MILE WEST OF
 AK5858'THE WEST SHORE OF THE BANANA RIVER.
 AK5858'
 AK5858'TO REACH FROM THE NORTH END OF THE BARGE CANAL BRIDGE ON STATE
 AK5858'HIGHWAY A1A, GO NORTHERLY ON HIGHWAY A1A FOR 6.29 MILES TO A
 AK5858'GUARD GATE.  CONTINUE NORTHERLY ON HIGHWAY A1A FOR 0.5 MILE TO A
 AK5858'SIDE ROAD RIGHT.  TURN RIGHT AND GO EAST AND SOUTH ON A PAVED
 AK5858'ROAD FOR 1.7 MILES TO A T-ROAD.  TURN LEFT AND GO EAST ON A
 AK5858'PAVED ROAD FOR 0.3 MILE TO THE STATION ON THE RIGHT.
 AK5858'
 AK5858'NOTE.  THE TOWER SETS ON A 6 X 8 FOOT CONCRETE BASE.
 AK5858
 AK5858                          STATION RECOVERY (1988)
 AK5858
 AK5858'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK5858'RECOVERED IN GOOD CONDITION.
 AK5858
 AK5858                          STATION RECOVERY (1989)
 AK5858
 AK5858'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK5858'RECOVERED IN GOOD CONDITION.
 AK5858
 AK5858                          STATION RECOVERY (1997)
 AK5858
 AK5858'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK5858'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6282 ***********************************************************************
 AK6282  DESIGNATION -  54 WT 6
 AK6282  PID         -  AK6282
 AK6282  STATE/COUNTY-  FL/BREVARD
 AK6282  COUNTRY     -  US
 AK6282  USGS QUAD   -  ORSINO (2018)
 AK6282
 AK6282                         *CURRENT SURVEY CONTROL
 AK6282  ______________________________________________________________________
 AK6282* NAD 83(1990) POSITION- 28 33 44.18844(N) 080 40 09.86693(W)   ADJUSTED
 AK6282  ______________________________________________________________________
 AK6282  GEOID HEIGHT    -        -28.175 (meters)                     GEOID18
 AK6282  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 AK6282  HORZ ORDER      -  THIRD
 AK6282
 AK6282.The horizontal coordinates were established by classical geodetic methods
 AK6282.and adjusted by the National Geodetic Survey in May 1991.
 AK6282
 AK6282.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6282.GEOID18 height accuracy estimate available here.
 AK6282
 AK6282.Click photographs - Photos may exist for this station.
 AK6282
 AK6282.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6282
 AK6282. The following values were computed from the NAD 83(1990) position.
 AK6282
 AK6282;                    North         East     Units Scale Factor Converg.
 AK6282;SPC FL E     -   468,563.455   232,345.542   MT  0.99995408   +0 09 29.0
 AK6282;SPC FL E     - 1,537,278.60    762,287.00   sFT  0.99995408   +0 09 29.0
 AK6282;UTM  17      - 3,159,535.565   532,334.506   MT  0.99961290   +0 09 29.0
 AK6282
 AK6282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3233459535(NAD 83)
 AK6282
 AK6282                          SUPERSEDED SURVEY CONTROL
 AK6282
 AK6282  NAD 83(1986)-  28 33 44.19476(N)    080 40 09.87976(W) AD(       ) 3
 AK6282  NAD 27      -  28 33 43.20657(N)    080 40 10.69751(W) AD(       ) 3
 AK6282
 AK6282.Superseded values are not recommended for survey control.
 AK6282
 AK6282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6282.See file dsdata.pdf to determine how the superseded data were derived.
 AK6282
 AK6282_MARKER: 55 = TOWER
 AK6282
 AK6282  HISTORY     - Date     Condition        Report By
 AK6282  HISTORY     - 1964     FIRST OBSERVED   CGS
 AK6282
 AK6282                          STATION DESCRIPTION
 AK6282
 AK6282'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6290 ***********************************************************************
 AK6290  DESIGNATION -  54 WT 7
 AK6290  PID         -  AK6290
 AK6290  STATE/COUNTY-  FL/BREVARD
 AK6290  COUNTRY     -  US
 AK6290  USGS QUAD   -  ORSINO (2018)
 AK6290
 AK6290                         *CURRENT SURVEY CONTROL
 AK6290  ______________________________________________________________________
 AK6290* NAD 83(1990) POSITION- 28 36 09.85908(N) 080 38 28.96926(W)   ADJUSTED
 AK6290  ______________________________________________________________________
 AK6290  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 AK6290  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 AK6290  HORZ ORDER      -  THIRD
 AK6290
 AK6290.The horizontal coordinates were established by classical geodetic methods
 AK6290.and adjusted by the National Geodetic Survey in May 1991.
 AK6290
 AK6290.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6290.GEOID18 height accuracy estimate available here.
 AK6290
 AK6290.Click photographs - Photos may exist for this station.
 AK6290
 AK6290.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6290
 AK6290. The following values were computed from the NAD 83(1990) position.
 AK6290
 AK6290;                    North         East     Units Scale Factor Converg.
 AK6290;SPC FL E     -   473,055.713   235,074.338   MT  0.99995635   +0 10 18.1
 AK6290;SPC FL E     - 1,552,016.95    771,239.72   sFT  0.99995635   +0 10 18.1
 AK6290;UTM  17      - 3,164,026.290   535,062.371   MT  0.99961517   +0 10 18.1
 AK6290
 AK6290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3506264026(NAD 83)
 AK6290
 AK6290                          SUPERSEDED SURVEY CONTROL
 AK6290
 AK6290  NAD 83(1986)-  28 36 09.86532(N)    080 38 28.98190(W) AD(       ) 3
 AK6290  NAD 27      -  28 36 08.88387(N)    080 38 29.80409(W) AD(       ) 3
 AK6290
 AK6290.Superseded values are not recommended for survey control.
 AK6290
 AK6290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6290.See file dsdata.pdf to determine how the superseded data were derived.
 AK6290
 AK6290_MARKER: 55 = TOWER
 AK6290
 AK6290  HISTORY     - Date     Condition        Report By
 AK6290  HISTORY     - 1965     FIRST OBSERVED   CGS
 AK6290
 AK6290                          STATION DESCRIPTION
 AK6290
 AK6290'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6290'A 4X6 FOOT ALUMINUM WEATHER TOWER, 54 FEET HIGH AND IS SUPPORTED
 AK6290'ON A 6X8 FOOT CONCRETE PAD.  THE POINT INTERSECTED WAS THE TOP
 AK6290'CENTER OF THE TOWER.
 AK6290'
 AK6290'TO REACH FROM THE JUNCTION OF THE NASA CAUSEWAY AND STATE
 AK6290'HIGHWAY 3 (KENNEDY PARKWAY), GO NORTH ON STATE HIGHWAY 3 (KENNEDY
 AK6290'PARKWAY) FOR 3.8 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT, EASTERLY
 AK6290'FOR 1.5 MILES TO A SIDE ROAD LEFT.  TURN LEFT, NORTHERLY, AROUND
 AK6290'THE WEST SIDE OF A LARGE LIQUID NITROGEN TANK, CROSSING A
 AK6290'RAILROAD TRACK, FOR 0.85 MILE TO THE TOWER ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6291 ***********************************************************************
 AK6291  DESIGNATION -  54 WT 8
 AK6291  PID         -  AK6291
 AK6291  STATE/COUNTY-  FL/BREVARD
 AK6291  COUNTRY     -  US
 AK6291  USGS QUAD   -  ORSINO (2018)
 AK6291
 AK6291                         *CURRENT SURVEY CONTROL
 AK6291  ______________________________________________________________________
 AK6291* NAD 83(1990) POSITION- 28 36 22.48323(N) 080 40 25.93527(W)   ADJUSTED
 AK6291  ______________________________________________________________________
 AK6291  GEOID HEIGHT    -        -28.173 (meters)                     GEOID18
 AK6291  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 AK6291  HORZ ORDER      -  THIRD
 AK6291
 AK6291.The horizontal coordinates were established by classical geodetic methods
 AK6291.and adjusted by the National Geodetic Survey in May 1991.
 AK6291
 AK6291.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6291.GEOID18 height accuracy estimate available here.
 AK6291
 AK6291.Click photographs - Photos may exist for this station.
 AK6291
 AK6291.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6291
 AK6291. The following values were computed from the NAD 83(1990) position.
 AK6291
 AK6291;                    North         East     Units Scale Factor Converg.
 AK6291;SPC FL E     -   473,435.249   231,895.562   MT  0.99995373   +0 09 22.1
 AK6291;SPC FL E     - 1,553,262.15    760,810.69   sFT  0.99995373   +0 09 22.1
 AK6291;UTM  17      - 3,164,405.697   531,884.679   MT  0.99961255   +0 09 22.1
 AK6291
 AK6291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3188464405(NAD 83)
 AK6291
 AK6291                          SUPERSEDED SURVEY CONTROL
 AK6291
 AK6291  NAD 83(1986)-  28 36 22.48957(N)    080 40 25.94782(W) AD(       ) 3
 AK6291  NAD 27      -  28 36 21.50708(N)    080 40 26.76703(W) AD(       ) 3
 AK6291
 AK6291.Superseded values are not recommended for survey control.
 AK6291
 AK6291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6291.See file dsdata.pdf to determine how the superseded data were derived.
 AK6291
 AK6291_MARKER: 55 = TOWER
 AK6291
 AK6291  HISTORY     - Date     Condition        Report By
 AK6291  HISTORY     - 1964     FIRST OBSERVED   CGS
 AK6291
 AK6291                          STATION DESCRIPTION
 AK6291
 AK6291'NO DESCRIPTIVE TEXT AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6329 ***********************************************************************
 AK6329  DESIGNATION -  54 WT 9
 AK6329  PID         -  AK6329
 AK6329  STATE/COUNTY-  FL/BREVARD
 AK6329  COUNTRY     -  US
 AK6329  USGS QUAD   -  WILSON (2018)
 AK6329
 AK6329                         *CURRENT SURVEY CONTROL
 AK6329  ______________________________________________________________________
 AK6329* NAD 83(1990) POSITION- 28 38 35.24887(N) 080 44 53.47859(W)   ADJUSTED
 AK6329  ______________________________________________________________________
 AK6329  GEOID HEIGHT    -        -28.092 (meters)                     GEOID18
 AK6329  LAPLACE CORR    -         -1.33  (seconds)                    DEFLEC18
 AK6329  HORZ ORDER      -  THIRD
 AK6329
 AK6329.The horizontal coordinates were established by classical geodetic methods
 AK6329.and adjusted by the National Geodetic Survey in May 1991.
 AK6329
 AK6329.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6329.GEOID18 height accuracy estimate available here.
 AK6329
 AK6329.Click photographs - Photos may exist for this station.
 AK6329
 AK6329.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK6329
 AK6329. The following values were computed from the NAD 83(1990) position.
 AK6329
 AK6329;                    North         East     Units Scale Factor Converg.
 AK6329;SPC FL E     -   477,504.802   224,618.636   MT  0.99994865   +0 07 14.5
 AK6329;SPC FL E     - 1,566,613.67    736,936.31   sFT  0.99994865   +0 07 14.5
 AK6329;UTM  17      - 3,168,473.861   524,610.236   MT  0.99960747   +0 07 14.5
 AK6329
 AK6329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2461068473(NAD 83)
 AK6329
 AK6329                          SUPERSEDED SURVEY CONTROL
 AK6329
 AK6329  NAD 83(1986)-  28 38 35.25549(N)    080 44 53.49101(W) AD(       ) 3
 AK6329  NAD 27      -  28 38 34.27618(N)    080 44 54.30416(W) AD(       ) 3
 AK6329
 AK6329.Superseded values are not recommended for survey control.
 AK6329
 AK6329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6329.See file dsdata.pdf to determine how the superseded data were derived.
 AK6329
 AK6329_MARKER: 55 = TOWER
 AK6329
 AK6329  HISTORY     - Date     Condition        Report By
 AK6329  HISTORY     - 1965     FIRST OBSERVED   CGS
 AK6329  HISTORY     - 1988     GOOD             USPSQD
 AK6329  HISTORY     - 1989     GOOD             USPSQD
 AK6329
 AK6329                          STATION DESCRIPTION
 AK6329
 AK6329'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (DWC)
 AK6329'THE STATION IS THE TOP AND CENTER OF A 54 FOOT ALUMINUM WEATHER
 AK6329'TOWER.  THE TOWER IS A 4 X 6 FOOT STRUCTURE, SUPPORTED BY A
 AK6329'6 X 8 FOOT CONCRETE PAD.
 AK6329'
 AK6329'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AK6329'HIGHWAY 402 IN TITUSVILLE.  GO EASTERLY ON STATE HIGHWAY 402 FOR
 AK6329'2.9 MILES TO THE JUNCTION OF STATE HIGHWAYS 402 AND 406.  CONTINUE
 AK6329'SOUTHEAST ON STATE HIGHWAY 402 FOR 1.4 MILES TO A SIDE ROAD
 AK6329'RIGHT.  TURN RIGHT SOUTHERLY FOR 0.05 MILE TO THE TOWER AS
 AK6329'DESCRIBED.
 AK6329
 AK6329                          STATION RECOVERY (1988)
 AK6329
 AK6329'RECOVERY NOTE BY US POWER SQUADRON 1988 (IEE)
 AK6329'RECOVERED IN GOOD CONDITION.
 AK6329
 AK6329                          STATION RECOVERY (1989)
 AK6329
 AK6329'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK6329'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1063 ***********************************************************************
 AG1063  DESIGNATION -  54.19 S CO RESET
 AG1063  PID         -  AG1063
 AG1063  STATE/COUNTY-  FL/SARASOTA
 AG1063  COUNTRY     -  US
 AG1063  USGS QUAD   -  MYAKKA RIVER (2018)
 AG1063
 AG1063                         *CURRENT SURVEY CONTROL
 AG1063  ______________________________________________________________________
 AG1063* NAD 83(1986) POSITION- 27 02 59.     (N) 082 21 05.     (W)   SCALED
 AG1063* NAVD 88 ORTHO HEIGHT -     3.27  (meters)       10.7   (feet) RESET
 AG1063  ______________________________________________________________________
 AG1063  GEOID HEIGHT    -        -23.906 (meters)                     GEOID18
 AG1063  VERT ORDER      -  THIRD
 AG1063
 AG1063.The horizontal coordinates were scaled from a map and have
 AG1063.an estimated accuracy of +/- 6 seconds.
 AG1063
 AG1063.The orthometric height was computed from unverified reset data.
 AG1063
 AG1063.No vertical observational check was made to the station.
 AG1063
 AG1063.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1063.GEOID18 height accuracy estimate available here.
 AG1063
 AG1063.Click photographs - Photos may exist for this station.
 AG1063
 AG1063;                    North         East    Units  Estimated Accuracy
 AG1063;SPC FL W     -   300,960.      165,140.      MT  (+/- 180 meters Scaled)
 AG1063
 AG1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK659926(NAD 83)
 AG1063
 AG1063                          SUPERSEDED SURVEY CONTROL
 AG1063
 AG1063  NGVD 29 (01/31/13)    3.61   (m)           11.8    (f) RESET       3  
 AG1063
 AG1063.Superseded values are not recommended for survey control.
 AG1063
 AG1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1063.See file dsdata.pdf to determine how the superseded data were derived.
 AG1063
 AG1063_MARKER: DD = SURVEY DISK
 AG1063_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AG1063_STAMPING: 54.19 SCS RESET 1975
 AG1063_MARK LOGO: FL-115
 AG1063_PROJECTION: FLUSH
 AG1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1063
 AG1063  HISTORY     - Date     Condition        Report By
 AG1063  HISTORY     - 1975     MONUMENTED       LOCENG
 AG1063  HISTORY     - 1975     GOOD             NGS
 AG1063  HISTORY     - 1977     GOOD             LOCSUR
 AG1063
 AG1063                          STATION DESCRIPTION
 AG1063
 AG1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG1063'7.5 MI SE FROM VENICE.
 AG1063'7.5 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 41 (BY-WAY) FROM ITS
 AG1063'JUNCTION WITH VENICE AVENUE IN VENICE, 136 FEET EAST OF THE
 AG1063'CENTER OF A PROJECTED LINE OF A CONCRETE DRAINAGE CULVERT, 81
 AG1063'FEET NORTH OF THE CENTER OF U.S. HIGHWAY 41, 13.8 FEET EAST OF
 AG1063'A FENCE CORNER, 1.7 FEET EAST OF A METAL WITNESS POST, 1 FOOT
 AG1063'SOUTH OF A WIRE FENCE AND A SARASOTA COUNTY SURVEY DISK SET IN
 AG1063'THE TOP OF A 4-INCH SQUARE CONCRETE MONUMENT THAT IS SET FLUSH
 AG1063'WITH THE GROUND SURFACE.
 AG1063
 AG1063                          STATION RECOVERY (1977)
 AG1063
 AG1063'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 AG1063'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD0709 ***********************************************************************
 AD0709  DESIGNATION -  541 72.00
 AD0709  PID         -  AD0709
 AD0709  STATE/COUNTY-  FL/PALM BEACH
 AD0709  COUNTRY     -  US
 AD0709  USGS QUAD   -  PORT MAYACA (2018)
 AD0709
 AD0709                         *CURRENT SURVEY CONTROL
 AD0709  ______________________________________________________________________
 AD0709* NAD 83(1986) POSITION- 26 55 02.     (N) 080 36 48.     (W)   SCALED
 AD0709* NAVD 88 ORTHO HEIGHT -     4.906 (meters)       16.10  (feet) ADJUSTED
 AD0709  ______________________________________________________________________
 AD0709  GEOID HEIGHT    -        -25.897 (meters)                     GEOID18
 AD0709  DYNAMIC HEIGHT  -          4.898 (meters)       16.07  (feet) COMP
 AD0709  MODELED GRAVITY -    979,108.8   (mgal)                       NAVD 88
 AD0709
 AD0709  VERT ORDER      -  SECOND    CLASS 0
 AD0709
 AD0709.The horizontal coordinates were scaled from a map and have
 AD0709.an estimated accuracy of +/- 6 seconds.
 AD0709
 AD0709.The orthometric height was determined by differential leveling and
 AD0709.adjusted by the NATIONAL GEODETIC SURVEY
 AD0709.in June 1991.
 AD0709
 AD0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD0709.GEOID18 height accuracy estimate available here.
 AD0709
 AD0709.Click photographs - Photos may exist for this station.
 AD0709
 AD0709.The dynamic height is computed by dividing the NAVD 88
 AD0709.geopotential number by the normal gravity value computed on the
 AD0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD0709.degrees latitude (g = 980.6199 gals.).
 AD0709
 AD0709.The modeled gravity was interpolated from observed gravity values.
 AD0709
 AD0709;                    North         East    Units  Estimated Accuracy
 AD0709;SPC FL E     -   286,290.      238,410.      MT  (+/- 180 meters Scaled)
 AD0709
 AD0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK383773(NAD 83)
 AD0709
 AD0709                          SUPERSEDED SURVEY CONTROL
 AD0709
 AD0709  NGVD 29 (??/??/92)    5.282  (m)           17.33   (f) ADJ UNCH    2 0
 AD0709
 AD0709.Superseded values are not recommended for survey control.
 AD0709
 AD0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0709.See file dsdata.pdf to determine how the superseded data were derived.
 AD0709
 AD0709_MARKER: DD = SURVEY DISK
 AD0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD0709_STAMPING: STA 541 72.00
 AD0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD0709+STABILITY: SURFACE MOTION
 AD0709
 AD0709  HISTORY     - Date     Condition        Report By
 AD0709  HISTORY     - UNK      MONUMENTED       DOD
 AD0709  HISTORY     - 1934     GOOD             CGS
 AD0709  HISTORY     - 20130608 MARK NOT FOUND   BAKER
 AD0709  HISTORY     - 20250714 MARK NOT FOUND   GEOCAC
 AD0709
 AD0709                          STATION DESCRIPTION
 AD0709
 AD0709'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AD0709'4.8 MI N FROM CANAL POINT.
 AD0709'4.8 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM THE
 AD0709'STATION AT CANAL POINT, 600 YARDS NORTH OF THE STATION SIGN AT
 AD0709'SAND CUT, 160 YARDS NORTH OF THE NORTH END OF THE SIDING AT
 AD0709'SAND CUT, 151 FEET NORTH OF THE NORTH END OF WOODEN TRESTLE
 AD0709'168.02, 64.2 FEET WEST OF THE WEST RAIL, AND 48 FEET NORTH OF
 AD0709'MILEPOST 168.  SET IN THE TOP OF A CONCRETE POST ENCASED IN
 AD0709'A STEEL STOVEPIPE.
 AD0709
 AD0709                          STATION RECOVERY (2013)
 AD0709
 AD0709'RECOVERY NOTE BY M BAKER JR INCORPORATED 2013 (SJC)
 AD0709'MARK NOT FOUND.
 AD0709
 AD0709                          STATION RECOVERY (2025)
 AD0709
 AD0709'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD0709'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD0708 ***********************************************************************
 AD0708  DESIGNATION -  541 72.00 RM
 AD0708  PID         -  AD0708
 AD0708  STATE/COUNTY-  FL/PALM BEACH
 AD0708  COUNTRY     -  US
 AD0708  USGS QUAD   -  PORT MAYACA (2018)
 AD0708
 AD0708                         *CURRENT SURVEY CONTROL
 AD0708  ______________________________________________________________________
 AD0708* NAD 83(1986) POSITION- 26 55 02.     (N) 080 36 47.     (W)   SCALED
 AD0708* NAVD 88 ORTHO HEIGHT -     6.312 (meters)       20.71  (feet) ADJUSTED
 AD0708  ______________________________________________________________________
 AD0708  GEOID HEIGHT    -        -25.897 (meters)                     GEOID18
 AD0708  DYNAMIC HEIGHT  -          6.302 (meters)       20.68  (feet) COMP
 AD0708  MODELED GRAVITY -    979,108.8   (mgal)                       NAVD 88
 AD0708
 AD0708  VERT ORDER      -  SECOND    CLASS 0
 AD0708
 AD0708.The horizontal coordinates were scaled from a map and have
 AD0708.an estimated accuracy of +/- 6 seconds.
 AD0708
 AD0708.The orthometric height was determined by differential leveling and
 AD0708.adjusted by the NATIONAL GEODETIC SURVEY
 AD0708.in June 1991.
 AD0708
 AD0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD0708.GEOID18 height accuracy estimate available here.
 AD0708
 AD0708.Click photographs - Photos may exist for this station.
 AD0708
 AD0708.The dynamic height is computed by dividing the NAVD 88
 AD0708.geopotential number by the normal gravity value computed on the
 AD0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD0708.degrees latitude (g = 980.6199 gals.).
 AD0708
 AD0708.The modeled gravity was interpolated from observed gravity values.
 AD0708
 AD0708;                    North         East    Units  Estimated Accuracy
 AD0708;SPC FL E     -   286,290.      238,430.      MT  (+/- 180 meters Scaled)
 AD0708
 AD0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK384773(NAD 83)
 AD0708
 AD0708                          SUPERSEDED SURVEY CONTROL
 AD0708
 AD0708  NGVD 29 (??/??/92)    6.688  (m)           21.94   (f) ADJ UNCH    2 0
 AD0708
 AD0708.Superseded values are not recommended for survey control.
 AD0708
 AD0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0708.See file dsdata.pdf to determine how the superseded data were derived.
 AD0708
 AD0708_MARKER: DD = SURVEY DISK
 AD0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD0708+STABILITY: SURFACE MOTION
 AD0708
 AD0708  HISTORY     - Date     Condition        Report By
 AD0708  HISTORY     - UNK      MONUMENTED       DOD
 AD0708  HISTORY     - 1934     GOOD             CGS
 AD0708  HISTORY     - 20070722 MARK NOT FOUND   FLDEP
 AD0708  HISTORY     - 20130608 MARK NOT FOUND   BAKER
 AD0708  HISTORY     - 20250714 MARK NOT FOUND   GEOCAC
 AD0708
 AD0708                          STATION DESCRIPTION
 AD0708
 AD0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AD0708'4.8 MI N FROM CANAL POINT.
 AD0708'4.8 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM THE
 AD0708'STATION AT CANAL POINT, 600 YARDS NORTH OF THE STATION SIGN AT
 AD0708'SAND CUT, 160 YARDS NORTH OF THE NORTH END OF THE SIDING AT SAND
 AD0708'CUT, 156.2 FEET NORTH OF THE NORTH EDGE OF A CANAL, 130.5 FEET
 AD0708'EAST OF THE EAST RAIL OF THE TRACK, AND 46.5 FEET EAST OF THE
 AD0708'CENTER LINE OF STATE HIGHWAY 15.  SET IN THE TOP OF A CONCRETE
 AD0708'POST.
 AD0708
 AD0708                          STATION RECOVERY (2007)
 AD0708
 AD0708'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AD0708'NOT RECOVERED. NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 AD0708'MARK.
 AD0708
 AD0708                          STATION RECOVERY (2013)
 AD0708
 AD0708'RECOVERY NOTE BY M BAKER JR INCORPORATED 2013 (SJC)
 AD0708'MARK NOT FOUND.
 AD0708
 AD0708                          STATION RECOVERY (2025)
 AD0708
 AD0708'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD0708'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ9609 ***********************************************************************
 DJ9609  SACS        -  This is a Secondary Airport Control Station.
 DJ9609  DESIGNATION -  54J A
 DJ9609  PID         -  DJ9609
 DJ9609  STATE/COUNTY-  FL/WALTON
 DJ9609  COUNTRY     -  US
 DJ9609  USGS QUAD   -  DE FUNIAK SPRINGS WEST (2018)
 DJ9609
 DJ9609                         *CURRENT SURVEY CONTROL
 DJ9609  ______________________________________________________________________
 DJ9609* NAD 83(2011) POSITION- 30 44 00.38622(N) 086 09 27.90456(W)   ADJUSTED
 DJ9609* NAD 83(2011) ELLIP HT-    59.089 (meters)        (06/27/12)   ADJUSTED
 DJ9609* NAD 83(2011) EPOCH   -  2010.00
 DJ9609* NAVD 88 ORTHO HEIGHT -    86.56  (meters)      284.0   (feet) GPS OBS
 DJ9609  ______________________________________________________________________
 DJ9609  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DJ9609  GEOID HEIGHT    -        -27.450 (meters)                     GEOID03
 DJ9609  GEOID HEIGHT    -        -27.486 (meters)                     GEOID18
 DJ9609  NAD 83(2011) X  -    367,695.550 (meters)                     COMP
 DJ9609  NAD 83(2011) Y  - -5,474,870.294 (meters)                     COMP
 DJ9609  NAD 83(2011) Z  -  3,240,556.803 (meters)                     COMP
 DJ9609  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 DJ9609
 DJ9609  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ9609  Standards:
 DJ9609         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ9609            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ9609  -------------------------------------------------------------------
 DJ9609  NETWORK    0.58   1.59           0.27   0.19   0.81      0.00158274
 DJ9609  -------------------------------------------------------------------
 DJ9609  Click here for local accuracies and other accuracy information.
 DJ9609
 DJ9609.This mark is at De Funiak Airport (54J)
 DJ9609
 DJ9609.The horizontal coordinates were established by GPS observations
 DJ9609.and adjusted by the National Geodetic Survey in June 2012.
 DJ9609
 DJ9609.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ9609.been affixed to the stable North American tectonic plate. See 
 DJ9609.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DJ9609
 DJ9609.The horizontal coordinates are valid at the epoch date displayed above
 DJ9609.which is a decimal equivalence of Year/Month/Day.
 DJ9609
 DJ9609.The orthometric height was determined by GPS observations and a
 DJ9609.high-resolution geoid model.
 DJ9609
 DJ9609.GPS derived orthometric heights for airport stations designated as
 DJ9609.PACS or SACS are published to 2 decimal places.  This maintains
 DJ9609.centimeter relative accuracy between the PACS and SACS.  It does
 DJ9609.not indicate centimeter accuracy relative to other marks which are
 DJ9609.part of the published vertical control network.
 DJ9609
 DJ9609.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9609.GEOID18 height accuracy estimate available here.
 DJ9609
 DJ9609.Click photographs - Photos may exist for this station.
 DJ9609
 DJ9609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ9609
 DJ9609.The Laplace correction was computed from DEFLEC18 derived deflections.
 DJ9609
 DJ9609.The ellipsoidal height was determined by GPS observations
 DJ9609.and is referenced to NAD 83.
 DJ9609
 DJ9609. The following values were computed from the NAD 83(2011) position.
 DJ9609
 DJ9609;                    North         East     Units Scale Factor Converg.
 DJ9609;SPC FL N     -   193,306.445   441,245.062   MT  0.99999711   -0 49 59.0
 DJ9609;SPC FL N     -   634,206.23  1,447,651.51   sFT  0.99999711   -0 49 59.0
 DJ9609;UTM  16      - 3,400,363.944   580,630.356   MT  0.99968020   +0 25 49.6
 DJ9609
 DJ9609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ9609!SPC FL N     -   0.99999072  x   0.99999711  =   0.99998783
 DJ9609!UTM  16      -   0.99999072  x   0.99968020  =   0.99967092
 DJ9609
 DJ9609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8063000363(NAD 83)
 DJ9609
 DJ9609                          SUPERSEDED SURVEY CONTROL
 DJ9609
 DJ9609  NAD 83(2007)-  30 44 00.38629(N)    086 09 27.90526(W) AD(2002.00) 1
 DJ9609  ELLIP H (04/01/09)   59.106  (m)                       GP(2002.00) 4 2
 DJ9609  NAD 83(1999)-  30 44 00.38631(N)    086 09 27.90526(W) AD(       ) 1
 DJ9609  ELLIP H (10/24/07)   59.127  (m)                       GP(       ) 4 2
 DJ9609
 DJ9609.Superseded values are not recommended for survey control.
 DJ9609
 DJ9609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ9609.See file dsdata.pdf to determine how the superseded data were derived.
 DJ9609
 DJ9609_MARKER: DD = SURVEY DISK
 DJ9609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ9609_STAMPING: 54J A 2007
 DJ9609_MARK LOGO: WOOLPT
 DJ9609_PROJECTION: FLUSH
 DJ9609_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9609+STABILITY: SURFACE MOTION
 DJ9609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9609+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2007
 DJ9609
 DJ9609  HISTORY     - Date     Condition        Report By
 DJ9609  HISTORY     - 20070515 MONUMENTED       WOOLPT
 DJ9609
 DJ9609                          STATION DESCRIPTION
 DJ9609
 DJ9609'DESCRIBED BY WOOLPERT CONSULTANTS 2007
 DJ9609'THE MARK IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST OF MOSSY HEAD, 9.3 MI
 DJ9609'(14.9 KM) SOUTH-SOUTHWEST OF GLENDALE AND 6.8 MI (11.0 KM)
 DJ9609'SOUTH-SOUTHEAST OF LIBERTY.  OWNERSHIP--DE FUNIAK SPRINGS AIRPORT.
 DJ9609'
 DJ9609'TO REACH FROM THE EAST JUNCTION OF US HIGHWAY 90 AND COUNTY HIGHWAY 10
 DJ9609'(NELSON AVENUE) WITH US HIGHWAY 331 AND COUNTY HIGHWAY 83 (FREEPORT
 DJ9609'ROAD), IN THE CITY OF DE FUNIAK SPRINGS, GO WEST 1.90 MI (3.1 KM) ON
 DJ9609'HIGHWAYS 10, 90 AND 331 TO THE WEST JUNCTION OF HIGHWAY 331 WITH
 DJ9609'HIGHWAYS 10 AND 90 ON THE RIGHT AND THE AIRPORT ENTRANCE DRIVE ON THE
 DJ9609'LEFT, TURN LEFT AND GO SOUTHERLY 0.10 MI (0.2 KM) ON ENTRANCE DRIVE TO
 DJ9609'THE AIRPORT TARMAC.  FROM THE TARMAC TURN RIGHT AND GO 0.50 MI (0.8
 DJ9609'KM) ON TAXIWAY TO THE STATION ON THE RIGHT.  THE STATION IS A STANDARD
 DJ9609'BRONZE WOOLPERT AIRPORT GEODETIC CONTROL STATION MARK DISK STAMPED
 DJ9609'--54J A 2007-- SET INTO THE TOP OF A 12-INCH (30 CM) DIAMETER 4 FT
 DJ9609'(1.2 M) DEEP CONCRETE POST SET FLUSH WITH THE GROUND.
 DJ9609'
 DJ9609'THE STATION IS 9.9 FT (3.0 M) SOUTH OF A CORNER CHAIN LINK FENCE POST,
 DJ9609'34.2 FT (10.4 M) SOUTHWEST OF A KEY PAD FOR AIRPORT ACCESS GATE AND
 DJ9609'35.9 FT (10.9 M) NORTH OF THE NORTH EDGE OF TAXIWAY.
 DJ9609'
 DJ9609'NOTE--THIS STATION IS DESIGNATED AS A SECONDARY AIRPORT CONTROL
 DJ9609'STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE2417 ***********************************************************************
 BE2417  DESIGNATION -  55 72 18 FLDT
 BE2417  PID         -  BE2417
 BE2417  STATE/COUNTY-  FL/LEON
 BE2417  COUNTRY     -  US
 BE2417  USGS QUAD   -  LAFAYETTE (2018)
 BE2417
 BE2417                         *CURRENT SURVEY CONTROL
 BE2417  ______________________________________________________________________
 BE2417* NAD 83(1986) POSITION- 30 27 50.     (N) 084 13 41.     (W)   SCALED
 BE2417* NAVD 88 ORTHO HEIGHT -    35.102 (meters)      115.16  (feet) ADJUSTED
 BE2417  ______________________________________________________________________
 BE2417  GEOID HEIGHT    -        -27.751 (meters)                     GEOID18
 BE2417  DYNAMIC HEIGHT  -         35.056 (meters)      115.01  (feet) COMP
 BE2417  MODELED GRAVITY -    979,340.4   (mgal)                       NAVD 88
 BE2417
 BE2417  VERT ORDER      -  SECOND    CLASS II
 BE2417
 BE2417.The horizontal coordinates were scaled from a map and have
 BE2417.an estimated accuracy of +/- 6 seconds.
 BE2417
 BE2417.The orthometric height was determined by differential leveling and
 BE2417.adjusted by the NATIONAL GEODETIC SURVEY
 BE2417.in June 1991.
 BE2417
 BE2417.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE2417.GEOID18 height accuracy estimate available here.
 BE2417
 BE2417.Click photographs - Photos may exist for this station.
 BE2417
 BE2417.The dynamic height is computed by dividing the NAVD 88
 BE2417.geopotential number by the normal gravity value computed on the
 BE2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2417.degrees latitude (g = 980.6199 gals.).
 BE2417
 BE2417.The modeled gravity was interpolated from observed gravity values.
 BE2417
 BE2417;                    North         East    Units  Estimated Accuracy
 BE2417;SPC FL N     -   162,300.      626,120.      MT  (+/- 180 meters Scaled)
 BE2417
 BE2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU661734(NAD 83)
 BE2417
 BE2417                          SUPERSEDED SURVEY CONTROL
 BE2417
 BE2417  NGVD 29 (??/??/92)   35.30   (m)          115.8    (f) COMPUTED    2 2
 BE2417
 BE2417.Superseded values are not recommended for survey control.
 BE2417
 BE2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE2417.See file dsdata.pdf to determine how the superseded data were derived.
 BE2417
 BE2417_MARKER: DD = SURVEY DISK
 BE2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2417_STAMPING: 55 72 18
 BE2417_PROJECTION: RECESSED 8 CENTIMETERS
 BE2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2417+STABILITY: SURFACE MOTION
 BE2417
 BE2417  HISTORY     - Date     Condition        Report By
 BE2417  HISTORY     - 1974     MONUMENTED       FLDT
 BE2417  HISTORY     - 20091029 MARK NOT FOUND   FLDEP
 BE2417
 BE2417                          STATION DESCRIPTION
 BE2417
 BE2417'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BE2417'0.3 MI NORTH FROM TALLAHASSEE.
 BE2417'BEGIN AT THE INTERSECTION OF US 90 AND US 319 (CAPITOL CIRCLE) IN
 BE2417'TALLAHASSEE. PROCEED NORTH ON US 319 FOR 0.3 MILES TO THE MARK, WHICH
 BE2417'BEARS 20.9 FEET EAST OF THE  CENTERLINE OF US 319, 33.2 FEET WEST OF A
 BE2417'FENCE LINE, AND 79 FEET NORTH NORTHWEST OF UTILITY POLE C69.
 BE2417'THE MARK IS 23 FT  W FROM A WITNESS POST.
 BE2417
 BE2417                          STATION RECOVERY (2009)
 BE2417
 BE2417'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 BE2417'THE ROADWAY HAS BEEN WIDENED AND THE DISTANCE FALLS IN THE PAVED AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE2415 ***********************************************************************
 BE2415  DESIGNATION -  55 72 19 FLDT
 BE2415  PID         -  BE2415
 BE2415  STATE/COUNTY-  FL/LEON
 BE2415  COUNTRY     -  US
 BE2415  USGS QUAD   -  LAFAYETTE (2018)
 BE2415
 BE2415                         *CURRENT SURVEY CONTROL
 BE2415  ______________________________________________________________________
 BE2415* NAD 83(1986) POSITION- 30 27 59.     (N) 084 13 48.     (W)   SCALED
 BE2415* NAVD 88 ORTHO HEIGHT -    43.526 (meters)      142.80  (feet) ADJUSTED
 BE2415  ______________________________________________________________________
 BE2415  GEOID HEIGHT    -        -27.753 (meters)                     GEOID18
 BE2415  DYNAMIC HEIGHT  -         43.469 (meters)      142.61  (feet) COMP
 BE2415  MODELED GRAVITY -    979,340.2   (mgal)                       NAVD 88
 BE2415
 BE2415  VERT ORDER      -  SECOND    CLASS II
 BE2415
 BE2415.The horizontal coordinates were scaled from a map and have
 BE2415.an estimated accuracy of +/- 6 seconds.
 BE2415
 BE2415.The orthometric height was determined by differential leveling and
 BE2415.adjusted by the NATIONAL GEODETIC SURVEY
 BE2415.in June 1991.
 BE2415
 BE2415.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE2415.GEOID18 height accuracy estimate available here.
 BE2415
 BE2415.Click photographs - Photos may exist for this station.
 BE2415
 BE2415.The dynamic height is computed by dividing the NAVD 88
 BE2415.geopotential number by the normal gravity value computed on the
 BE2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2415.degrees latitude (g = 980.6199 gals.).
 BE2415
 BE2415.The modeled gravity was interpolated from observed gravity values.
 BE2415
 BE2415;                    North         East    Units  Estimated Accuracy
 BE2415;SPC FL N     -   162,580.      625,930.      MT  (+/- 180 meters Scaled)
 BE2415
 BE2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU659737(NAD 83)
 BE2415
 BE2415                          SUPERSEDED SURVEY CONTROL
 BE2415
 BE2415.No superseded survey control is available for this station.
 BE2415
 BE2415_MARKER: DD = SURVEY DISK
 BE2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2415_STAMPING: 55 72 19
 BE2415_PROJECTION: FLUSH
 BE2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2415+STABILITY: SURFACE MOTION
 BE2415
 BE2415  HISTORY     - Date     Condition        Report By
 BE2415  HISTORY     - 1974     MONUMENTED       FLDT
 BE2415
 BE2415                          STATION DESCRIPTION
 BE2415
 BE2415'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BE2415'0.5 MI NORTH FROM TALLAHASSEE.
 BE2415'BEGIN AT THE INTERSECTION OF US 90 AND US 319 (CAPITOL CIRCLE) IN
 BE2415'TALLAHASSEE. PROCEED NORTH ON US 319 FOR 0.5 MILE TO THE MARK. THE
 BE2415'MARK BEARS 20.9 FEET WEST NORTHWEST OF THE CENTERLINE OF US 319, AND
 BE2415'47 FEET SOUTHEAST OF A UTILITY POLE.
 BE2415'THE MARK IS 30 FT  E FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE2414 ***********************************************************************
 BE2414  DESIGNATION -  55 72 23 FLDT
 BE2414  PID         -  BE2414
 BE2414  STATE/COUNTY-  FL/LEON
 BE2414  COUNTRY     -  US
 BE2414  USGS QUAD   -  LAFAYETTE (2018)
 BE2414
 BE2414                         *CURRENT SURVEY CONTROL
 BE2414  ______________________________________________________________________
 BE2414* NAD 83(1986) POSITION- 30 28 38.     (N) 084 14 11.     (W)   SCALED
 BE2414* NAVD 88 ORTHO HEIGHT -    25.454 (meters)       83.51  (feet) ADJUSTED
 BE2414  ______________________________________________________________________
 BE2414  GEOID HEIGHT    -        -27.758 (meters)                     GEOID18
 BE2414  DYNAMIC HEIGHT  -         25.421 (meters)       83.40  (feet) COMP
 BE2414  MODELED GRAVITY -    979,339.4   (mgal)                       NAVD 88
 BE2414
 BE2414  VERT ORDER      -  SECOND    CLASS II
 BE2414
 BE2414.The horizontal coordinates were scaled from a map and have
 BE2414.an estimated accuracy of +/- 6 seconds.
 BE2414
 BE2414.The orthometric height was determined by differential leveling and
 BE2414.adjusted by the NATIONAL GEODETIC SURVEY
 BE2414.in June 1991.
 BE2414
 BE2414.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE2414.GEOID18 height accuracy estimate available here.
 BE2414
 BE2414.Click photographs - Photos may exist for this station.
 BE2414
 BE2414.The dynamic height is computed by dividing the NAVD 88
 BE2414.geopotential number by the normal gravity value computed on the
 BE2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2414.degrees latitude (g = 980.6199 gals.).
 BE2414
 BE2414.The modeled gravity was interpolated from observed gravity values.
 BE2414
 BE2414;                    North         East    Units  Estimated Accuracy
 BE2414;SPC FL N     -   163,780.      625,310.      MT  (+/- 180 meters Scaled)
 BE2414
 BE2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU653749(NAD 83)
 BE2414
 BE2414                          SUPERSEDED SURVEY CONTROL
 BE2414
 BE2414.No superseded survey control is available for this station.
 BE2414
 BE2414_MARKER: DD = SURVEY DISK
 BE2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2414_STAMPING: 55 72 23
 BE2414_PROJECTION: RECESSED 8 CENTIMETERS
 BE2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2414+STABILITY: SURFACE MOTION
 BE2414
 BE2414  HISTORY     - Date     Condition        Report By
 BE2414  HISTORY     - 1974     MONUMENTED       FLDT
 BE2414  HISTORY     - 20091103 MARK NOT FOUND   FLDEP
 BE2414
 BE2414                          STATION DESCRIPTION
 BE2414
 BE2414'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BE2414'1.4 MI NORTH FROM TALLAHASSEE.
 BE2414'BEGIN AT THE INTERSECTION OF US 90 AND US 319 (CAPITOL CIRCLE) IN
 BE2414'TALLAHASSEE. PROCEED NORTH ON US 319 FOR 1.4 MILES TO THE MARK. THE
 BE2414'MARK BEARS 300 FEET SOUTH OF STATE ROAD 151 (CENTERVILLE ROAD), AND
 BE2414'19.6 FEET WEST SOUTHWEST OF THE CENTERLINE OF US 319.
 BE2414'THE MARK IS 1 FT  ENE FROM A WITNESS POST.
 BE2414
 BE2414                          STATION RECOVERY (2009)
 BE2414
 BE2414'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 BE2414'INSUFFICIENT REFERENCE OBJECTS EXIST TO LOCATE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE2413 ***********************************************************************
 BE2413  DESIGNATION -  55 72 24 FLDT
 BE2413  PID         -  BE2413
 BE2413  STATE/COUNTY-  FL/LEON
 BE2413  COUNTRY     -  US
 BE2413  USGS QUAD   -  LAFAYETTE (2018)
 BE2413
 BE2413                         *CURRENT SURVEY CONTROL
 BE2413  ______________________________________________________________________
 BE2413* NAD 83(1986) POSITION- 30 28 55.     (N) 084 14 13.     (W)   SCALED
 BE2413* NAVD 88 ORTHO HEIGHT -    30.326 (meters)       99.49  (feet) ADJUSTED
 BE2413  ______________________________________________________________________
 BE2413  GEOID HEIGHT    -        -27.759 (meters)                     GEOID18
 BE2413  DYNAMIC HEIGHT  -         30.287 (meters)       99.37  (feet) COMP
 BE2413  MODELED GRAVITY -    979,339.3   (mgal)                       NAVD 88
 BE2413
 BE2413  VERT ORDER      -  SECOND    CLASS II
 BE2413
 BE2413.The horizontal coordinates were scaled from a map and have
 BE2413.an estimated accuracy of +/- 6 seconds.
 BE2413
 BE2413.The orthometric height was determined by differential leveling and
 BE2413.adjusted by the NATIONAL GEODETIC SURVEY
 BE2413.in June 1991.
 BE2413
 BE2413.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE2413.GEOID18 height accuracy estimate available here.
 BE2413
 BE2413.Click photographs - Photos may exist for this station.
 BE2413
 BE2413.The dynamic height is computed by dividing the NAVD 88
 BE2413.geopotential number by the normal gravity value computed on the
 BE2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2413.degrees latitude (g = 980.6199 gals.).
 BE2413
 BE2413.The modeled gravity was interpolated from observed gravity values.
 BE2413
 BE2413;                    North         East    Units  Estimated Accuracy
 BE2413;SPC FL N     -   164,300.      625,260.      MT  (+/- 180 meters Scaled)
 BE2413
 BE2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU652754(NAD 83)
 BE2413
 BE2413                          SUPERSEDED SURVEY CONTROL
 BE2413
 BE2413.No superseded survey control is available for this station.
 BE2413
 BE2413_MARKER: DD = SURVEY DISK
 BE2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2413_STAMPING: 55 72 24
 BE2413_PROJECTION: RECESSED 5 CENTIMETERS
 BE2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2413+STABILITY: SURFACE MOTION
 BE2413
 BE2413  HISTORY     - Date     Condition        Report By
 BE2413  HISTORY     - 1974     MONUMENTED       FLDT
 BE2413  HISTORY     - 20091103 MARK NOT FOUND   FLDEP
 BE2413
 BE2413                          STATION DESCRIPTION
 BE2413
 BE2413'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BE2413'1.6 MI NORTH FROM TALLAHASSEE.
 BE2413'BEGIN AT THE INTERSECTION OF US 90 AND US 319 (CAPITOL CIRCLE) IN
 BE2413'TALLAHASSEE. PROCEED NORTH ON US 319 FOR 1.6 MILES TO THE MARK, WHICH
 BE2413'BEARS 5.3 FEET EAST OF A FENCE LINE, AND 50 FEET WEST OF THE CENTER
 BE2413'LINE OF US 319.
 BE2413'THE MARK IS 5 FT  E FROM A WITNESS POST.
 BE2413
 BE2413                          STATION RECOVERY (2009)
 BE2413
 BE2413'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 BE2413'THE ROADWAY HAS BEEN WIDENED AND THE DISTANCE FALLS IN THE PAVED AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE2412 ***********************************************************************
 BE2412  DESIGNATION -  55 72 25 FLDT
 BE2412  PID         -  BE2412
 BE2412  STATE/COUNTY-  FL/LEON
 BE2412  COUNTRY     -  US
 BE2412  USGS QUAD   -  LAFAYETTE (2018)
 BE2412
 BE2412                         *CURRENT SURVEY CONTROL
 BE2412  ______________________________________________________________________
 BE2412* NAD 83(1986) POSITION- 30 29 03.     (N) 084 14 13.     (W)   SCALED
 BE2412* NAVD 88 ORTHO HEIGHT -    29.920 (meters)       98.16  (feet) ADJUSTED
 BE2412  ______________________________________________________________________
 BE2412  GEOID HEIGHT    -        -27.759 (meters)                     GEOID18
 BE2412  DYNAMIC HEIGHT  -         29.881 (meters)       98.03  (feet) COMP
 BE2412  MODELED GRAVITY -    979,339.2   (mgal)                       NAVD 88
 BE2412
 BE2412  VERT ORDER      -  SECOND    CLASS II
 BE2412
 BE2412.The horizontal coordinates were scaled from a map and have
 BE2412.an estimated accuracy of +/- 6 seconds.
 BE2412
 BE2412.The orthometric height was determined by differential leveling and
 BE2412.adjusted by the NATIONAL GEODETIC SURVEY
 BE2412.in June 1991.
 BE2412
 BE2412.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE2412.GEOID18 height accuracy estimate available here.
 BE2412
 BE2412.Click photographs - Photos may exist for this station.
 BE2412
 BE2412.The dynamic height is computed by dividing the NAVD 88
 BE2412.geopotential number by the normal gravity value computed on the
 BE2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2412.degrees latitude (g = 980.6199 gals.).
 BE2412
 BE2412.The modeled gravity was interpolated from observed gravity values.
 BE2412
 BE2412;                    North         East    Units  Estimated Accuracy
 BE2412;SPC FL N     -   164,550.      625,260.      MT  (+/- 180 meters Scaled)
 BE2412
 BE2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU652756(NAD 83)
 BE2412
 BE2412                          SUPERSEDED SURVEY CONTROL
 BE2412
 BE2412.No superseded survey control is available for this station.
 BE2412
 BE2412_MARKER: DD = SURVEY DISK
 BE2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2412_STAMPING: 55 72 25
 BE2412_PROJECTION: RECESSED 13 CENTIMETERS
 BE2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2412+STABILITY: SURFACE MOTION
 BE2412
 BE2412  HISTORY     - Date     Condition        Report By
 BE2412  HISTORY     - 1974     MONUMENTED       FLDT
 BE2412  HISTORY     - 20091103 MARK NOT FOUND   FLDEP
 BE2412
 BE2412                          STATION DESCRIPTION
 BE2412
 BE2412'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BE2412'1.7 MI NORTH FROM TALLAHASSEE.
 BE2412'BEGIN AT THE INTERSECTION OF US 90 AND US 319 (CAPITOL CIRCLE) IN
 BE2412'TALLAHASSEE. PROCEED NORTH ON US 319 FOR 1.7 MILES TO THE JUNCTION OF
 BE2412'GREER ROAD AND THE MARK. THE MARK BEARS 3.9 FEET NORTH OF A STREET
 BE2412'SIGN POST, 14 FEET SOUTH OF THE CENTERLINE OF GREER ROAD, 27.3 FEET
 BE2412'WEST OF A FENCE LINE, AND 37.4 FEET EAST OF THE CENTERLINE OF US 319.
 BE2412'THE MARK IS 26 FT  W FROM A WITNESS POST.
 BE2412
 BE2412                          STATION RECOVERY (2009)
 BE2412
 BE2412'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 BE2412'THE ROADWAY HAS BEEN WIDENED AND THE DISTANCE FALLS IN THE PAVED AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE2410 ***********************************************************************
 BE2410  DESIGNATION -  55 72 28 FLDT
 BE2410  PID         -  BE2410
 BE2410  STATE/COUNTY-  FL/LEON
 BE2410  COUNTRY     -  US
 BE2410  USGS QUAD   -  LAFAYETTE (2018)
 BE2410
 BE2410                         *CURRENT SURVEY CONTROL
 BE2410  ______________________________________________________________________
 BE2410* NAD 83(1986) POSITION- 30 29 46.     (N) 084 14 46.     (W)   SCALED
 BE2410* NAVD 88 ORTHO HEIGHT -    60.744 (meters)      199.29  (feet) ADJUSTED
 BE2410  ______________________________________________________________________
 BE2410  GEOID HEIGHT    -        -27.762 (meters)                     GEOID18
 BE2410  DYNAMIC HEIGHT  -         60.665 (meters)      199.03  (feet) COMP
 BE2410  MODELED GRAVITY -    979,338.2   (mgal)                       NAVD 88
 BE2410
 BE2410  VERT ORDER      -  SECOND    CLASS II
 BE2410
 BE2410.The horizontal coordinates were scaled from a map and have
 BE2410.an estimated accuracy of +/- 6 seconds.
 BE2410
 BE2410.The orthometric height was determined by differential leveling and
 BE2410.adjusted by the NATIONAL GEODETIC SURVEY
 BE2410.in June 1991.
 BE2410
 BE2410.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE2410.GEOID18 height accuracy estimate available here.
 BE2410
 BE2410.Click photographs - Photos may exist for this station.
 BE2410
 BE2410.The dynamic height is computed by dividing the NAVD 88
 BE2410.geopotential number by the normal gravity value computed on the
 BE2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2410.degrees latitude (g = 980.6199 gals.).
 BE2410
 BE2410.The modeled gravity was interpolated from observed gravity values.
 BE2410
 BE2410;                    North         East    Units  Estimated Accuracy
 BE2410;SPC FL N     -   165,870.      624,370.      MT  (+/- 180 meters Scaled)
 BE2410
 BE2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU643769(NAD 83)
 BE2410
 BE2410                          SUPERSEDED SURVEY CONTROL
 BE2410
 BE2410.No superseded survey control is available for this station.
 BE2410
 BE2410_MARKER: DD = SURVEY DISK
 BE2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2410_STAMPING: 55 72 28
 BE2410_PROJECTION: RECESSED 5 CENTIMETERS
 BE2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2410+STABILITY: SURFACE MOTION
 BE2410
 BE2410  HISTORY     - Date     Condition        Report By
 BE2410  HISTORY     - 1974     MONUMENTED       FLDT
 BE2410  HISTORY     - 20091103 MARK NOT FOUND   FLDEP
 BE2410
 BE2410                          STATION DESCRIPTION
 BE2410
 BE2410'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1974
 BE2410'2.8 MI NORTH FROM TALLAHASSEE.
 BE2410'BEGIN AT THE INTERSECTION OF US 90 AND US 319 (CAPITOL CIRCLE) IN
 BE2410'TALLAHASSEE. PROCEED NORTH ON US 319 FOR 2.8 MILES TO THE MARK, WHICH
 BE2410'BEARS 18.9 FEET WEST SOUTHWEST OF THE CENTERLINE OF US 319, AND 31.4
 BE2410'FEET NORTH OF A UTILITY POLE.
 BE2410'THE MARK IS 1 FT  ENE FROM A WITNESS POST.
 BE2410
 BE2410                          STATION RECOVERY (2009)
 BE2410
 BE2410'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 BE2410'INSUFFICIENT REFERENCE OBJECTS EXIST TO LOCATE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG9250 ***********************************************************************
 DG9250  DESIGNATION -  55 JAS
 DG9250  PID         -  DG9250
 DG9250  STATE/COUNTY-  FL/MARION
 DG9250  COUNTRY     -  US
 DG9250  USGS QUAD   -  LAKE MARY (2018)
 DG9250
 DG9250                         *CURRENT SURVEY CONTROL
 DG9250  ______________________________________________________________________
 DG9250* NAD 83(1986) POSITION- 29 07 28.     (N) 081 50 44.     (W)   SCALED
 DG9250* NAVD 88 ORTHO HEIGHT -    21.000 (meters)       68.90  (feet) ADJUSTED
 DG9250  ______________________________________________________________________
 DG9250  GEOID HEIGHT    -        -28.105 (meters)                     GEOID18
 DG9250  DYNAMIC HEIGHT  -         20.970 (meters)       68.80  (feet) COMP
 DG9250  MODELED GRAVITY -    979,231.5   (mgal)                       NAVD 88
 DG9250
 DG9250  VERT ORDER      -  SECOND    CLASS I
 DG9250
 DG9250.The horizontal coordinates were scaled from a map and have
 DG9250.an estimated accuracy of +/- 6 seconds.
 DG9250
 DG9250.The orthometric height was determined by differential leveling and
 DG9250.adjusted by the NATIONAL GEODETIC SURVEY
 DG9250.in June 2005.
 DG9250
 DG9250.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG9250.GEOID18 height accuracy estimate available here.
 DG9250
 DG9250.Click photographs - Photos may exist for this station.
 DG9250
 DG9250.The dynamic height is computed by dividing the NAVD 88
 DG9250.geopotential number by the normal gravity value computed on the
 DG9250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG9250.degrees latitude (g = 980.6199 gals.).
 DG9250
 DG9250.The modeled gravity was interpolated from observed gravity values.
 DG9250
 DG9250;                    North         East    Units  Estimated Accuracy
 DG9250;SPC FL W     -   530,830.      215,030.      MT  (+/- 180 meters Scaled)
 DG9250
 DG9250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN177220(NAD 83)
 DG9250
 DG9250                          SUPERSEDED SURVEY CONTROL
 DG9250
 DG9250.No superseded survey control is available for this station.
 DG9250
 DG9250_MARKER: DB = BENCH MARK DISK
 DG9250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG9250_STAMPING: 55 JAS 1966
 DG9250_MARK LOGO: USGS
 DG9250_PROJECTION: FLUSH
 DG9250_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG9250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG9250+STABILITY: SURFACE MOTION
 DG9250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG9250+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2013
 DG9250
 DG9250  HISTORY     - Date     Condition        Report By
 DG9250  HISTORY     - 1966     MONUMENTED       USGS
 DG9250  HISTORY     - 20030610 GOOD             FLDEP
 DG9250  HISTORY     - 20130412 GOOD             CA
 DG9250
 DG9250                          STATION DESCRIPTION
 DG9250
 DG9250'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DG9250'THE MARK IS ABOUT 16.0 MI SOUTHEAST OF SILVER SPRINGS, 9.5 MI
 DG9250'NORTHEAST OF OKLAWAHA, IN  SECTION 6, TOWNSHIP 16 SOUTH, RANGE 25
 DG9250'EAST.
 DG9250'
 DG9250'TO REACH THE MARK FROM THE T-JUNCTION OF COUNTY ROAD 25 AND COUNTY
 DG9250'ROAD 464C IN  OKLAWAHA, GO NORTH ON COUNTY ROAD 464C FOR 4.5 MI TO THE
 DG9250'T-JUNCTION OF COUNTY ROAD  314A ON THE LEFT AND SOUTHEAST 95TH STREET
 DG9250'ROAD ON THE RIGHT, TURN RIGHT ON SOUTHEAST  95TH STREET ROAD AND GO
 DG9250'EAST FOR 1.1 MI TO THE JUNCTION OF SOUTHEAST 180TH AVENUE ROAD  ON THE
 DG9250'LEFT, TURN LEFT ON SOUTHEAST 180TH AVENUE ROAD AND GO NORTH FOR 2.0 MI
 DG9250'TO THE  Y-JUNCTION OF SOUTHEAST 183RD AVENUE, BEAR RIGHT ON SOUTHEAST
 DG9250'183RD AVENUE ROAD AND  GO NORTHEAST FOR 1.2 MI TO THE JUNCTION OF
 DG9250'SOUTHEAST 62ND PLACE ON THE LEFT AND THE  MARK ON THE RIGHT, SET IN
 DG9250'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND  AND ABOUT
 DG9250'LEVEL WITH SOUTHEAST 183RD AVENUE ROAD.
 DG9250'
 DG9250'LOCATED 103.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT
 DG9250'6299, 36.5 FT NORTH  OF THE CENTERLINE OF SOUTHEAST 62ND PLACE, 34.3
 DG9250'FT EAST OF THE CENTERLINE OF SOUTHEAST  183RD AVENUE ROAD, 18.0 FT
 DG9250'NORTH OF POWER POLE NUMBER 643762F3 50,643762F165 WITH 2 GUY  WIRES
 DG9250'ATTACHED, 0.8 FT NORTH OF A METAL WITNESS POST AND 0.6 FT WEST OF A
 DG9250'METAL WITNESS  POST.
 DG9250
 DG9250                          STATION RECOVERY (2013)
 DG9250
 DG9250'RECOVERY NOTE BY COLUMBIA AMERICA SURVEYING 2013 (CMM)
 DG9250'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7082 ***********************************************************************
 AF7082  DESIGNATION -  55.54 NAIL
 AF7082  PID         -  AF7082
 AF7082  STATE/COUNTY-  FL/OSCEOLA
 AF7082  COUNTRY     -  US
 AF7082  USGS QUAD   -  LAKE WEOHYAKAPKA NE (2018)
 AF7082
 AF7082                         *CURRENT SURVEY CONTROL
 AF7082  ______________________________________________________________________
 AF7082* NAD 83(1986) POSITION- 27 58 47.     (N) 081 15 41.     (W)   SCALED
 AF7082* NAVD 88 ORTHO HEIGHT -    16.582 (meters)       54.40  (feet) ADJUSTED
 AF7082  ______________________________________________________________________
 AF7082  GEOID HEIGHT    -        -27.436 (meters)                     GEOID18
 AF7082  DYNAMIC HEIGHT  -         16.557 (meters)       54.32  (feet) COMP
 AF7082  MODELED GRAVITY -    979,147.1   (mgal)                       NAVD 88
 AF7082
 AF7082  VERT ORDER      -  SECOND    CLASS II
 AF7082
 AF7082.The horizontal coordinates were scaled from a map and have
 AF7082.an estimated accuracy of +/- 6 seconds.
 AF7082
 AF7082.The orthometric height was determined by differential leveling and
 AF7082.adjusted by the NATIONAL GEODETIC SURVEY
 AF7082.in June 1991.
 AF7082
 AF7082.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7082.GEOID18 height accuracy estimate available here.
 AF7082
 AF7082.Click photographs - Photos may exist for this station.
 AF7082
 AF7082.The dynamic height is computed by dividing the NAVD 88
 AF7082.geopotential number by the normal gravity value computed on the
 AF7082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7082.degrees latitude (g = 980.6199 gals.).
 AF7082
 AF7082.The modeled gravity was interpolated from observed gravity values.
 AF7082
 AF7082;                    North         East    Units  Estimated Accuracy
 AF7082;SPC FL E     -   403,990.      174,290.      MT  (+/- 180 meters Scaled)
 AF7082
 AF7082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML742949(NAD 83)
 AF7082
 AF7082                          SUPERSEDED SURVEY CONTROL
 AF7082
 AF7082  NGVD 29 (09/01/92)   16.950  (m)           55.61   (f) ADJUSTED    2 2
 AF7082
 AF7082.Superseded values are not recommended for survey control.
 AF7082
 AF7082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7082.See file dsdata.pdf to determine how the superseded data were derived.
 AF7082
 AF7082_MARKER: N = NAIL
 AF7082_SETTING: 0 = UNSPECIFIED SETTING
 AF7082_MARK LOGO: NONE
 AF7082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7082
 AF7082  HISTORY     - Date     Condition        Report By
 AF7082  HISTORY     - UNK      MONUMENTED       NONE
 AF7082  HISTORY     - 1983     GOOD             FLDNR
 AF7082
 AF7082                          STATION DESCRIPTION
 AF7082
 AF7082'DESCRIBED BY FL DEPT OF NAT RES 1983
 AF7082'23.82 MI WNW FROM KENANSVILLE.
 AF7082'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD
 AF7082'523 (CANOE CREEK ROAD) IN KENANSVILLE, GO 14.75 MILES NORTH
 AF7082'AND WEST ALONG STATE ROAD 523 TO THE INTERSECTION OF JOE
 AF7082'OVERSTREET ROAD, GO 5.3 MILES SOUTHWEST ON JOE OVERSTREET
 AF7082'ROAD TO ITS END AND A BOAT RAMP.  FROM THE BOAT RAMP GO 3.72
 AF7082'MILES NORTHWEST ALONG THE SHORE TO THE MARK AND A POINT KNOWN AS
 AF7082'NINE PALMS.  THE MARK, A NAIL, BEARS 10.5 FEET NORTH-NORTHEAST OF
 AF7082'BENCH MARK KSL 29E 7A 1983 BSM.  THE NAIL IS DRIVEN INTO THE NORTH
 AF7082'SIDE OF A PALM TREE.  ATTACHED ABOVE THE NAIL IS A ONE-INCH BY
 AF7082'TWO-INCH BY ONE-FOOT STAKE ON WHICH IS PAINTED BM 1 ELEV. 55.54.
 AF7082'THE MARK IS 1.0 FT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1807 ***********************************************************************
 BE1807  DESIGNATION -  557247
 BE1807  PID         -  BE1807
 BE1807  STATE/COUNTY-  FL/LEON
 BE1807  COUNTRY     -  US
 BE1807  USGS QUAD   -  TALLAHASSEE (2018)
 BE1807
 BE1807                         *CURRENT SURVEY CONTROL
 BE1807  ______________________________________________________________________
 BE1807* NAD 83(1986) POSITION- 30 29 31.     (N) 084 19 29.     (W)   SCALED
 BE1807* NAVD 88 ORTHO HEIGHT -    74.731 (meters)      245.18  (feet) ADJUSTED
 BE1807  ______________________________________________________________________
 BE1807  GEOID HEIGHT    -        -27.770 (meters)                     GEOID18
 BE1807  DYNAMIC HEIGHT  -         74.634 (meters)      244.86  (feet) COMP
 BE1807  MODELED GRAVITY -    979,339.9   (mgal)                       NAVD 88
 BE1807
 BE1807  VERT ORDER      -  SECOND    CLASS I
 BE1807
 BE1807.The horizontal coordinates were scaled from a map and have
 BE1807.an estimated accuracy of +/- 6 seconds.
 BE1807
 BE1807.The orthometric height was determined by differential leveling and
 BE1807.adjusted by the NATIONAL GEODETIC SURVEY
 BE1807.in June 1991.
 BE1807
 BE1807.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1807.GEOID18 height accuracy estimate available here.
 BE1807
 BE1807.Click photographs - Photos may exist for this station.
 BE1807
 BE1807.The dynamic height is computed by dividing the NAVD 88
 BE1807.geopotential number by the normal gravity value computed on the
 BE1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1807.degrees latitude (g = 980.6199 gals.).
 BE1807
 BE1807.The modeled gravity was interpolated from observed gravity values.
 BE1807
 BE1807;                    North         East    Units  Estimated Accuracy
 BE1807;SPC FL N     -   165,390.      616,830.      MT  (+/- 180 meters Scaled)
 BE1807
 BE1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU567763(NAD 83)
 BE1807
 BE1807                          SUPERSEDED SURVEY CONTROL
 BE1807
 BE1807.No superseded survey control is available for this station.
 BE1807
 BE1807_MARKER: DB = BENCH MARK DISK
 BE1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1807_STAMPING: 557247
 BE1807_MARK LOGO: FLDT
 BE1807_PROJECTION: RECESSED 10 CENTIMETERS
 BE1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1807+STABILITY: SURFACE MOTION
 BE1807
 BE1807  HISTORY     - Date     Condition        Report By
 BE1807  HISTORY     - 1972     MONUMENTED       FLDT
 BE1807  HISTORY     - 1979     GOOD             FLDNR
 BE1807  HISTORY     - 1983     GOOD             FLDNR
 BE1807
 BE1807                          STATION DESCRIPTION
 BE1807
 BE1807'DESCRIBED BY FL DEPT OF NAT RES 1979
 BE1807'5 MI NORTH FROM TALLAHASSEE.
 BE1807'BEGIN AT THE OVERPASS OF US HIGHWAY 27 OVER INTERSTATE HIGHWAY 10.
 BE1807'PROCEED 1.15 MILES NORTH ALONG US HIGHWAY 27 TO THE MARK, WHICH BEARS
 BE1807'5.1 FEET SOUTHWEST OF A UTILITY POLE, 8.2 FEET SOUTHEAST OF A METAL
 BE1807'STREET SIGN --- US-27/TALPEC ROAD ---, 14.7 FEET SOUTH SOUTHWEST OF
 BE1807'THE CENTER OF A CONCRETE HEADWALL, AND 13.0 FEET NORTHEAST OF A
 BE1807'WATERVALVE COVER.
 BE1807'THE MARK IS 4 FT  SW FROM A WITNESS POST.
 BE1807
 BE1807                          STATION RECOVERY (1983)
 BE1807
 BE1807'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 BE1807'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0782 ***********************************************************************
 AS0782  DESIGNATION -  56
 AS0782  PID         -  AS0782
 AS0782  STATE/COUNTY-  FL/GULF
 AS0782  COUNTRY     -  US
 AS0782  USGS QUAD   -  OVERSTREET (2018)
 AS0782
 AS0782                         *CURRENT SURVEY CONTROL
 AS0782  ______________________________________________________________________
 AS0782* NAD 83(1990) POSITION- 29 56 31.33570(N) 085 18 04.92596(W)   ADJUSTED
 AS0782* NAVD 88 ORTHO HEIGHT -     3.    (meters)       10.    (feet) SCALED
 AS0782  ______________________________________________________________________
 AS0782  GEOID HEIGHT    -        -27.473 (meters)                     GEOID18
 AS0782  LAPLACE CORR    -         -0.06  (seconds)                    DEFLEC18
 AS0782  HORZ ORDER      -  SECOND
 AS0782
 AS0782.The horizontal coordinates were established by classical geodetic methods
 AS0782.and adjusted by the National Geodetic Survey in May 1991.
 AS0782
 AS0782.The orthometric height was scaled from a topographic map.
 AS0782
 AS0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0782.GEOID18 height accuracy estimate available here.
 AS0782
 AS0782.Click photographs - Photos may exist for this station.
 AS0782
 AS0782.The Laplace correction was computed from DEFLEC18 derived deflections.
 AS0782
 AS0782. The following values were computed from the NAD 83(1990) position.
 AS0782
 AS0782;                    North         East     Units Scale Factor Converg.
 AS0782;SPC FL N     -   104,694.143   522,638.090   MT  0.99995611   -0 24 09.8
 AS0782;SPC FL N     -   343,484.03  1,714,688.47   sFT  0.99995611   -0 24 09.8
 AS0782;UTM  16      - 3,313,575.826   663,936.356   MT  0.99993159   +0 50 52.9
 AS0782
 AS0782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AS0782!SPC FL N     -   1.00000387  x   0.99995611  =   0.99995998
 AS0782!UTM  16      -   1.00000387  x   0.99993159  =   0.99993546
 AS0782
 AS0782:                Primary Azimuth Mark                     Grid Az
 AS0782:SPC FL N     -  CONSORT                                  248 39 07.1
 AS0782:UTM  16      -  CONSORT                                  247 24 04.4
 AS0782
 AS0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU6393613575(NAD 83)
 AS0782
 AS0782|---------------------------------------------------------------------|
 AS0782| PID    Reference Object                     Distance      Geod. Az  |
 AS0782|                                                           dddmmss.s |
 AS0782| CW2629 56 RM 1                              42.890 METERS 23120     |
 AS0782| AS0028 CONSORT                             APPROX. 8.0 KM 2481457.3 |
 AS0782| AS0832 ST JOSEPH POINT FRONT RNG BCN       APPROX. 8.1 KM 2505800.9 |
 AS0782| AS0830 ST JOSEPH POINT REAR RANGE BCN      APPROX. 7.9 KM 2511128.0 |
 AS0782| CW2630 56 RM 2                              48.481 METERS 32311     |
 AS0782|---------------------------------------------------------------------|
 AS0782
 AS0782                          SUPERSEDED SURVEY CONTROL
 AS0782
 AS0782  NAD 83(1986)-  29 56 31.34699(N)    085 18 04.94175(W) AD(       ) 2
 AS0782  NAD 27      -  29 56 30.60900(N)    085 18 05.24100(W) AD(       ) 2
 AS0782
 AS0782.Superseded values are not recommended for survey control.
 AS0782
 AS0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0782.See file dsdata.pdf to determine how the superseded data were derived.
 AS0782
 AS0782_MARKER: N = NAIL
 AS0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AS0782
 AS0782  HISTORY     - Date     Condition        Report By
 AS0782  HISTORY     - 1934     MONUMENTED       USACE
 AS0782  HISTORY     - 1977     GOOD             NGS
 AS0782
 AS0782                          STATION DESCRIPTION
 AS0782
 AS0782'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1934 (GLA)
 AS0782'THE STATION IS ON THE S SIDE OF THE INTRACOASTAL CANAL
 AS0782'APPROXIMATELY 5-1/4 MILES BY BOAT NW OF WHITE CITY, FLORIDA
 AS0782'OPPOSITE THE P.C. OF THE FIRST PROMINENT CURVE THAT THE CANAL
 AS0782'MAKES TO THE NW AFTER LEAVING WHITE CITY, FLORIDA.
 AS0782'
 AS0782'THE STATION IS IN A GRASSY CLEARING 250 FEET SW OF THE CENTER
 AS0782'LINE OF THE CANAL AND 500 FEET SE OF A SMALL SLOUGH THAT RUNS
 AS0782'INTO THE CANAL ON THE S BANK.  IT IS 20 METERS E OF THE MOST
 AS0782'EASTERLY LONE PINE TREE OF A GROUP OF SCATTERED PINES ON THE E
 AS0782'EDGE OF THE CLEARING.  STATION CAN BE REACHED BY BOAT ONLY.
 AS0782'
 AS0782'THE STATION IS MARKED WITH A 4- BY 4-INCH CONCRETE POST 5
 AS0782'FEET LONG AND 1 FOOT ABOVE THE GROUND WITH A COPPER NAIL
 AS0782'EMBEDDED IN THE TOP.  STATION MARK SET BY U.S. ENGINEERS.
 AS0782'
 AS0782'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN TOP OF A TILE.
 AS0782'
 AS0782'REFERENCE MARK NO. 1 IS 106 METERS SE OF THE S BANK OF THE
 AS0782'CANAL AND S OF THE STATION ON THE SOUTHEASTERN EDGE OF THE
 AS0782'CLEARING, 450 FEET OF AN OLD SLOUGH THAT RUNS INTO THE CANAL ON THE
 AS0782'S BANK.  MARK IS A STANDARD DISK SET IN 6-INCH TILE PROJECTING
 AS0782'ABOUT 4 INCHES ABOVE THE GROUND.  REFERENCE MARK NO. 2 IS NW
 AS0782'OF THE STATION ON THE NORTH-WESTERN EDGE OF THE CLEARING AND IS
 AS0782'50 METERS S OF THE S BANK OF THE CANAL ON THE EDGE OF A ROW OF
 AS0782'FOUR LONE PINE TREES.  MARK IS DIRECTLY S OF THE THIRD LONE
 AS0782'PINE TREE OF THIS GROUP BEGINNING WITH THE W PINE TREE.  MARK
 AS0782'IS STANDARD DISK SET IN CEMENT IN 6-INCH TILE PROJECTING 4
 AS0782'INCHES ABOVE THE GROUND.
 AS0782'
 AS0782'U.S.E. 57 IS 250 METERS NW OF THE OLD SLOUGH, MENTIONED IN THE
 AS0782'DESCRIPTION OF U.S.E. 56 AND IS 250 FEET SW OF THE CENTER LINE
 AS0782'OF THE CANAL, IN AN OPEN GRASSY CLEARING WITH SCATTERED PINE
 AS0782'TREES, AND IS 65 METERS SW OF THE EDGE OF A POINT WHERE THE
 AS0782'BANK STARTS SLOPING TOWARDS THE CANAL.  IT IS MARKED BY A 4- BY
 AS0782'4-INCH CONCRETE POST 5 FEET LONG AND 1 FOOT ABOVE THE GROUND,
 AS0782'WITH A COPPER NAIL EMBEDDED IN THE TOP.  IT CAN BE REACHED BY
 AS0782'BOAT ONLY.
 AS0782'
 AS0782'HEIGHT OF LIGHT ABOVE STATION MARK 35 METERS.
 AS0782
 AS0782                          STATION RECOVERY (1977)
 AS0782
 AS0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (RRW)
 AS0782'A STATION WAS RECOVERED IN THE VICINITY WHICH IS BELIEVED TO
 AS0782'BE THE STATION.  NO REFERENCE MARKS WERE RECOVERED TO VERIFY
 AS0782'THAT THIS WAS THE STATION.
 AS0782'
 AS0782'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 AS0782'5-1/4 MILES NORTHWEST OF WHITE CITY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7208 ***********************************************************************
 AK7208  DESIGNATION -  56
 AK7208  PID         -  AK7208
 AK7208  STATE/COUNTY-  FL/ORANGE
 AK7208  COUNTRY     -  US
 AK7208  USGS QUAD   -  OVIEDO SW (2018)
 AK7208
 AK7208                         *CURRENT SURVEY CONTROL
 AK7208  ______________________________________________________________________
 AK7208* NAD 83(1986) POSITION- 28 34 05.     (N) 081 13 23.     (W)   SCALED
 AK7208* NAVD 88 ORTHO HEIGHT -    18.312 (meters)       60.08  (feet) ADJUSTED
 AK7208  ______________________________________________________________________
 AK7208  GEOID HEIGHT    -        -27.884 (meters)                     GEOID18
 AK7208  DYNAMIC HEIGHT  -         18.285 (meters)       59.99  (feet) COMP
 AK7208  MODELED GRAVITY -    979,206.4   (mgal)                       NAVD 88
 AK7208
 AK7208  VERT ORDER      -  SECOND    CLASS I
 AK7208
 AK7208.The horizontal coordinates were scaled from a map and have
 AK7208.an estimated accuracy of +/- 6 seconds.
 AK7208
 AK7208.The orthometric height was determined by differential leveling and
 AK7208.adjusted by the NATIONAL GEODETIC SURVEY
 AK7208.in December 1995.
 AK7208
 AK7208.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7208.GEOID18 height accuracy estimate available here.
 AK7208
 AK7208.Click photographs - Photos may exist for this station.
 AK7208
 AK7208.The dynamic height is computed by dividing the NAVD 88
 AK7208.geopotential number by the normal gravity value computed on the
 AK7208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7208.degrees latitude (g = 980.6199 gals.).
 AK7208
 AK7208.The modeled gravity was interpolated from observed gravity values.
 AK7208
 AK7208;                    North         East    Units  Estimated Accuracy
 AK7208;SPC FL E     -   469,180.      178,180.      MT  (+/- 180 meters Scaled)
 AK7208
 AK7208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM781601(NAD 83)
 AK7208
 AK7208                          SUPERSEDED SURVEY CONTROL
 AK7208
 AK7208.No superseded survey control is available for this station.
 AK7208
 AK7208_MARKER: DD = SURVEY DISK
 AK7208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7208_STAMPING: B.M. 56 ELEV. 61.30
 AK7208_MARK LOGO: FLDT
 AK7208_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7208+STABILITY: SURFACE MOTION
 AK7208
 AK7208  HISTORY     - Date     Condition        Report By
 AK7208  HISTORY     - UNK      MONUMENTED       FLDT
 AK7208  HISTORY     - 19900326 GOOD             FL-095
 AK7208  HISTORY     - 19970926 MARK NOT FOUND   USPSQD
 AK7208
 AK7208                          STATION DESCRIPTION
 AK7208
 AK7208'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7208'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7208'SOUTH SIDE OF SR 50, ABOUT 100 FT (30.5 M) SOUTH OF THE CENTER LINE
 AK7208'OF SR 50, ABOUT 220 FT (67.1 M) EAST OF CENTER LINE OF EAST ROUSE
 AK7208'ROAD, AND ABOUT 150 FT (45.7 M) WEST OF CENTER LINE OF KAMLER AVENUE.
 AK7208'T22S, R31E, SECTION 21. (DESCRIPTION SOURCE--THE ORANGE COUNTY
 AK7208'ENGINEERING DEPARTMENT.)
 AK7208
 AK7208                          STATION RECOVERY (1997)
 AK7208
 AK7208'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7208'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6654 ***********************************************************************
 DE6654  DESIGNATION -  56 CMP
 DE6654  PID         -  DE6654
 DE6654  STATE/COUNTY-  FL/BRADFORD
 DE6654  COUNTRY     -  US
 DE6654  USGS QUAD   -  RAIFORD (2018)
 DE6654
 DE6654                         *CURRENT SURVEY CONTROL
 DE6654  ______________________________________________________________________
 DE6654* NAD 83(1986) POSITION- 30 04 03.     (N) 082 08 56.     (W)   SCALED
 DE6654* NAVD 88 ORTHO HEIGHT -    41.359 (meters)      135.69  (feet) ADJUSTED
 DE6654  ______________________________________________________________________
 DE6654  GEOID HEIGHT    -        -28.087 (meters)                     GEOID18
 DE6654  DYNAMIC HEIGHT  -         41.305 (meters)      135.51  (feet) COMP
 DE6654  MODELED GRAVITY -    979,318.9   (mgal)                       NAVD 88
 DE6654
 DE6654  VERT ORDER      -  SECOND    CLASS I
 DE6654
 DE6654.The horizontal coordinates were scaled from a map and have
 DE6654.an estimated accuracy of +/- 6 seconds.
 DE6654
 DE6654.The orthometric height was determined by differential leveling and
 DE6654.adjusted by the NATIONAL GEODETIC SURVEY
 DE6654.in July 2004.
 DE6654
 DE6654.No vertical observational check was made to the station.
 DE6654
 DE6654.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6654.GEOID18 height accuracy estimate available here.
 DE6654
 DE6654.Click photographs - Photos may exist for this station.
 DE6654
 DE6654.The dynamic height is computed by dividing the NAVD 88
 DE6654.geopotential number by the normal gravity value computed on the
 DE6654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6654.degrees latitude (g = 980.6199 gals.).
 DE6654
 DE6654.The modeled gravity was interpolated from observed gravity values.
 DE6654
 DE6654;                    North         East    Units  Estimated Accuracy
 DE6654;SPC FL N     -   120,670.      826,670.      MT  (+/- 180 meters Scaled)
 DE6654
 DE6654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP892268(NAD 83)
 DE6654
 DE6654                          SUPERSEDED SURVEY CONTROL
 DE6654
 DE6654.No superseded survey control is available for this station.
 DE6654
 DE6654_MARKER: DB = BENCH MARK DISK
 DE6654_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE6654_STAMPING: 56 CMP 1970
 DE6654_MARK LOGO: USGS
 DE6654_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6654+SATELLITE: SATELLITE OBSERVATIONS - February 08, 1992
 DE6654
 DE6654  HISTORY     - Date     Condition        Report By
 DE6654  HISTORY     - 1970     MONUMENTED       USGS
 DE6654  HISTORY     - 19920208 GOOD             NGS
 DE6654
 DE6654                          STATION DESCRIPTION
 DE6654
 DE6654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 DE6654'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTHEAST OF RAIFORD IN SECTION 18,
 DE6654'T 5 S, R 22 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 121
 DE6654'AND COUNTY ROAD CR-125 NORTHEAST OF RAIFORD, GO SOUTHEAST ON COUNTY
 DE6654'ROAD CR-125 FOR 6.15 MI (9.90 KM) TO THE JUNCTION OF NW 112 AVENUE AND
 DE6654'THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE POST, 2.0 FT (0.6
 DE6654'M) BELOW THE LEVEL OF COUNTY ROAD CR-125 AND FLUSH WITH THE LEVEL OF
 DE6654'THE GROUND. LOCATED 63.0 FT (19.2 M) WEST OF THE CENTERLINE OF COUNTY
 DE6654'ROAD CR-125, 2.2 FT (0.7 M) SOUTH-SOUTHWEST OF A FIBERGLASS TELEPHONE
 DE6654'CABLE BOX NUMBER 124 6, 1.7 FT (0.5 M) EAST OF THE FENCE AND 1.3 FT
 DE6654'(0.4 M) WEST OF METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0129 ***********************************************************************
 BE0129  DESIGNATION -  56 WSM USGS
 BE0129  PID         -  BE0129
 BE0129  STATE/COUNTY-  FL/JACKSON
 BE0129  COUNTRY     -  US
 BE0129  USGS QUAD   -  SILLS (2018)
 BE0129
 BE0129                         *CURRENT SURVEY CONTROL
 BE0129  ______________________________________________________________________
 BE0129* NAD 83(1986) POSITION- 30 58 13.     (N) 085 17 02.     (W)   SCALED
 BE0129* NAVD 88 ORTHO HEIGHT -    44.976 (meters)      147.56  (feet) ADJUSTED
 BE0129  ______________________________________________________________________
 BE0129  GEOID HEIGHT    -        -27.880 (meters)                     GEOID18
 BE0129  DYNAMIC HEIGHT  -         44.919 (meters)      147.37  (feet) COMP
 BE0129  MODELED GRAVITY -    979,371.9   (mgal)                       NAVD 88
 BE0129
 BE0129  VERT ORDER      -  SECOND    CLASS 0
 BE0129
 BE0129.The horizontal coordinates were scaled from a map and have
 BE0129.an estimated accuracy of +/- 6 seconds.
 BE0129
 BE0129.The orthometric height was determined by differential leveling and
 BE0129.adjusted by the NATIONAL GEODETIC SURVEY
 BE0129.in June 1991.
 BE0129
 BE0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0129.GEOID18 height accuracy estimate available here.
 BE0129
 BE0129.Click photographs - Photos may exist for this station.
 BE0129
 BE0129.The dynamic height is computed by dividing the NAVD 88
 BE0129.geopotential number by the normal gravity value computed on the
 BE0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0129.degrees latitude (g = 980.6199 gals.).
 BE0129
 BE0129.The modeled gravity was interpolated from observed gravity values.
 BE0129
 BE0129;                    North         East    Units  Estimated Accuracy
 BE0129;SPC FL N     -   218,670.      525,110.      MT  (+/- 180 meters Scaled)
 BE0129
 BE0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV638275(NAD 83)
 BE0129
 BE0129                          SUPERSEDED SURVEY CONTROL
 BE0129
 BE0129  NGVD 29 (??/??/92)   45.092  (m)          147.94   (f) ADJ UNCH    2 0
 BE0129
 BE0129.Superseded values are not recommended for survey control.
 BE0129
 BE0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0129.See file dsdata.pdf to determine how the superseded data were derived.
 BE0129
 BE0129_MARKER: DD = SURVEY DISK
 BE0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0129_STAMPING: 56 WSM 1948 148
 BE0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0129+STABILITY: SURFACE MOTION
 BE0129
 BE0129  HISTORY     - Date     Condition        Report By
 BE0129  HISTORY     - 1948     MONUMENTED       USGS
 BE0129  HISTORY     - 1952     GOOD             CGS
 BE0129  HISTORY     - 20010331 MARK NOT FOUND   NGS
 BE0129
 BE0129                          STATION DESCRIPTION
 BE0129
 BE0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0129'9.3 MI NW FROM MALONE.
 BE0129'ABOUT 7.4 MILES WEST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 BE0129'OF STATE HIGHWAY 71 AT MALONE, THENCE ABOUT 1.9 MILES NORTH
 BE0129'ALONG A GRADED ROAD, AT THE JUNCTION OF A ROAD EAST, 28 FEET
 BE0129'WEST OF CENTER LINE OF ROAD, 9 FEET NORTH OF EXTENDED CENTER
 BE0129'LINE OF ROAD EAST, 75 FEET NORTHWEST AND ACROSS ROAD FROM POWER
 BE0129'POLE NO. 80, 9 FEET WEST OF A FENCE CORNER, 1 FOOT NORTH OF
 BE0129'A FENCE LINE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 BE0129'CONCRETE POST PROJECTING 6 INCHES.
 BE0129
 BE0129                          STATION RECOVERY (2001)
 BE0129
 BE0129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0129'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7207 ***********************************************************************
 AK7207  DESIGNATION -  57
 AK7207  PID         -  AK7207
 AK7207  STATE/COUNTY-  FL/ORANGE
 AK7207  COUNTRY     -  US
 AK7207  USGS QUAD   -  OVIEDO SW (2018)
 AK7207
 AK7207                         *CURRENT SURVEY CONTROL
 AK7207  ______________________________________________________________________
 AK7207* NAD 83(1986) POSITION- 28 34 04.     (N) 081 13 10.     (W)   SCALED
 AK7207* NAVD 88 ORTHO HEIGHT -    20.307 (meters)       66.62  (feet) ADJUSTED
 AK7207  ______________________________________________________________________
 AK7207  GEOID HEIGHT    -        -27.889 (meters)                     GEOID18
 AK7207  DYNAMIC HEIGHT  -         20.277 (meters)       66.53  (feet) COMP
 AK7207  MODELED GRAVITY -    979,206.3   (mgal)                       NAVD 88
 AK7207
 AK7207  VERT ORDER      -  SECOND    CLASS I
 AK7207
 AK7207.The horizontal coordinates were scaled from a map and have
 AK7207.an estimated accuracy of +/- 6 seconds.
 AK7207
 AK7207.The orthometric height was determined by differential leveling and
 AK7207.adjusted by the NATIONAL GEODETIC SURVEY
 AK7207.in December 1995.
 AK7207
 AK7207.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7207.GEOID18 height accuracy estimate available here.
 AK7207
 AK7207.Click photographs - Photos may exist for this station.
 AK7207
 AK7207.The dynamic height is computed by dividing the NAVD 88
 AK7207.geopotential number by the normal gravity value computed on the
 AK7207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7207.degrees latitude (g = 980.6199 gals.).
 AK7207
 AK7207.The modeled gravity was interpolated from observed gravity values.
 AK7207
 AK7207;                    North         East    Units  Estimated Accuracy
 AK7207;SPC FL E     -   469,150.      178,530.      MT  (+/- 180 meters Scaled)
 AK7207
 AK7207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM785601(NAD 83)
 AK7207
 AK7207                          SUPERSEDED SURVEY CONTROL
 AK7207
 AK7207.No superseded survey control is available for this station.
 AK7207
 AK7207_MARKER: DD = SURVEY DISK
 AK7207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7207_STAMPING: B.M. 57 ELEV. 67.84
 AK7207_MARK LOGO: FLDT
 AK7207_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7207+STABILITY: SURFACE MOTION
 AK7207
 AK7207  HISTORY     - Date     Condition        Report By
 AK7207  HISTORY     - UNK      MONUMENTED       FLDT
 AK7207  HISTORY     - 19900326 GOOD             FL-095
 AK7207
 AK7207                          STATION DESCRIPTION
 AK7207
 AK7207'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7207'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7207'SOUTH SIDE OF SR 50, ABOUT 100 FT (30.5 M) SOUTH OF THE CENTER LINE
 AK7207'OF SR 50, ABOUT 65 FT (19.8 M) WEST OF CENTER LINE OF LAKE BERGE
 AK7207'ROAD, AND ABOUT 1000 FT (304.8 M) EAST OF CENTER LINE OF KAMLER
 AK7207'AVENUE.  T22S, R31E, SECTION 21. (DESCRIPTION SOURCE--THE ORANGE
 AK7207'COUNTY ENGINEERING DEPARTMENT.)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE8715 ***********************************************************************
 DE8715  DESIGNATION -  57
 DE8715  PID         -  DE8715
 DE8715  STATE/COUNTY-  FL/MANATEE
 DE8715  COUNTRY     -  US
 DE8715  USGS QUAD   -  VERNA (2018)
 DE8715
 DE8715                         *CURRENT SURVEY CONTROL
 DE8715  ______________________________________________________________________
 DE8715* NAD 83(1986) POSITION- 27 25 17.1    (N) 082 22 02.6    (W)   HD_HELD2
 DE8715* NAVD 88 ORTHO HEIGHT -    12.998 (meters)       42.64  (feet) ADJUSTED
 DE8715  ______________________________________________________________________
 DE8715  GEOID HEIGHT    -        -24.610 (meters)                     GEOID18
 DE8715  DYNAMIC HEIGHT  -         12.979 (meters)       42.58  (feet) COMP
 DE8715  MODELED GRAVITY -    979,129.7   (mgal)                       NAVD 88
 DE8715
 DE8715  VERT ORDER      -  SECOND    CLASS I
 DE8715
 DE8715.The horizontal coordinates were established by autonomous hand held GPS
 DE8715.observations and have an estimated accuracy of +/- 10 meters.
 DE8715
 DE8715.The orthometric height was determined by differential leveling and
 DE8715.adjusted by the NATIONAL GEODETIC SURVEY
 DE8715.in May 2004.
 DE8715
 DE8715.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE8715.GEOID18 height accuracy estimate available here.
 DE8715
 DE8715.Click photographs - Photos may exist for this station.
 DE8715
 DE8715.The dynamic height is computed by dividing the NAVD 88
 DE8715.geopotential number by the normal gravity value computed on the
 DE8715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE8715.degrees latitude (g = 980.6199 gals.).
 DE8715
 DE8715.The modeled gravity was interpolated from observed gravity values.
 DE8715
 DE8715;                    North         East    Units  Estimated Accuracy
 DE8715;SPC FL W     -   342,151.      163,674.      MT  (+/- 10 meters HH2 GPS)
 DE8715
 DE8715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6483633855(NAD 83)
 DE8715
 DE8715                          SUPERSEDED SURVEY CONTROL
 DE8715
 DE8715.No superseded survey control is available for this station.
 DE8715
 DE8715_MARKER: DD = SURVEY DISK
 DE8715_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE8715_STAMPING: BM 57
 DE8715_MARK LOGO: FLDT
 DE8715_PROJECTION: RECESSED 13 CENTIMETERS
 DE8715_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE8715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE8715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE8715+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2002
 DE8715
 DE8715  HISTORY     - Date     Condition        Report By
 DE8715  HISTORY     - UNK      MONUMENTED       FLDT
 DE8715  HISTORY     - 20020521 GOOD             FLDEP
 DE8715  HISTORY     - 20090122 GOOD             FL-081
 DE8715  HISTORY     - 20130206 GOOD             FL-081
 DE8715  HISTORY     - 20141007 GOOD             FL-081
 DE8715  HISTORY     - 20170609 GOOD             MCKIM
 DE8715
 DE8715                          STATION DESCRIPTION
 DE8715
 DE8715'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BPJ)
 DE8715'THE MARK IS ABOUT 13.9 MI NORTHWEST OF MYAKKA CITY, 12.7 MI SOUTHEAST
 DE8715'OF BRADENTON, IN
 DE8715'SECTION 23, TOWNSHIP 35 SOUTH, RANGE 19 EAST.
 DE8715'
 DE8715'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND STATE
 DE8715'ROAD 70 ABOUT 9.5 MI
 DE8715'SOUTHEAST OF BRADENTON, GO EAST ON STATE ROAD 70 FOR 5.95 MI TO THE
 DE8715'MARK ON THE LEFT, A
 DE8715'PREFABRICATED 4-INCH SQUARE CONCRETE POST RECESSED 0.4 FT BELOW THE
 DE8715'LEVEL OF THE
 DE8715'GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF STATE ROAD 70.
 DE8715'
 DE8715'LOCATED 106.0 FT SOUTHEAST OF POWER POLE NUMBER 5632, 33.2 FT
 DE8715'NORTH-NORTHEAST OF THE
 DE8715'APPROXIMATE CENTERLINE OF STATE ROAD 70 AND 20.8 FT SOUTH-SOUTHWEST OF
 DE8715'A CARSONITE
 DE8715'WITNESS POST.
 DE8715'
 DE8715
 DE8715                          STATION RECOVERY (2009)
 DE8715
 DE8715'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (TC)
 DE8715'RECOVERED IN GOOD CONDITION.
 DE8715
 DE8715                          STATION RECOVERY (2013)
 DE8715
 DE8715'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (KW)
 DE8715'RECOVERED IN GOOD CONDITION.
 DE8715
 DE8715                          STATION RECOVERY (2014)
 DE8715
 DE8715'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2014 (TEC)
 DE8715'ALSO BEING 48 FT (14.6 M) SOUTHEAST OF FACE OF NEW CONCRETE POLE.
 DE8715
 DE8715                          STATION RECOVERY (2017)
 DE8715
 DE8715'RECOVERY NOTE BY MCKIM AND CREED 2017 (CJB)
 DE8715'SURVEY GRADE POSITION SPC FLW (+/- 1')
 DE8715'NORTH 1122531
 DE8715'EAST 536985
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ5753 ***********************************************************************
 DQ5753  DESIGNATION -  57 02 B15V
 DQ5753  PID         -  DQ5753
 DQ5753  STATE/COUNTY-  FL/OKALOOSA
 DQ5753  COUNTRY     -  US
 DQ5753  USGS QUAD   -  MARY ESTHER (2018)
 DQ5753
 DQ5753                         *CURRENT SURVEY CONTROL
 DQ5753  ______________________________________________________________________
 DQ5753* NAD 83(1986) POSITION- 30 26 57.75   (N) 086 38 13.74   (W)   HD_HELD1
 DQ5753* NAVD 88 ORTHO HEIGHT -    12.385 (meters)       40.63  (feet) ADJUSTED
 DQ5753  ______________________________________________________________________
 DQ5753  GEOID HEIGHT    -        -27.270 (meters)                     GEOID18
 DQ5753  DYNAMIC HEIGHT  -         12.369 (meters)       40.58  (feet) COMP
 DQ5753  MODELED GRAVITY -    979,353.9   (mgal)                       NAVD 88
 DQ5753
 DQ5753  VERT ORDER      -  FIRST     CLASS II
 DQ5753
 DQ5753.The horizontal coordinates were determined by differentially corrected
 DQ5753.hand held GPS observations or other comparable positioning techniques
 DQ5753.and have an estimated accuracy of +/- 3 meters.
 DQ5753
 DQ5753.The orthometric height was determined by differential leveling and
 DQ5753.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5753.in October 2018.
 DQ5753
 DQ5753.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5753.GEOID18 height accuracy estimate available here.
 DQ5753
 DQ5753.Click photographs - Photos may exist for this station.
 DQ5753
 DQ5753.The dynamic height is computed by dividing the NAVD 88
 DQ5753.geopotential number by the normal gravity value computed on the
 DQ5753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5753.degrees latitude (g = 980.6199 gals.).
 DQ5753
 DQ5753.The modeled gravity was interpolated from observed gravity values.
 DQ5753
 DQ5753;                    North         East    Units  Estimated Accuracy
 DQ5753;SPC FL N     -   162,584.5     394,749.8     MT  (+/- 3 meters HH1 GPS) 
 DQ5753
 DQ5753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU3483768637(NAD 83)
 DQ5753
 DQ5753                          SUPERSEDED SURVEY CONTROL
 DQ5753
 DQ5753.No superseded survey control is available for this station.
 DQ5753
 DQ5753_MARKER: DD = SURVEY DISK
 DQ5753_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DQ5753_STAMPING: 57-02-B15V
 DQ5753_MARK LOGO: FLDT
 DQ5753_PROJECTION: RECESSED 5 CENTIMETERS
 DQ5753_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ5753+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2016
 DQ5753
 DQ5753  HISTORY     - Date     Condition        Report By
 DQ5753  HISTORY     - 2002     MONUMENTED       FLDT
 DQ5753  HISTORY     - 20160926 GOOD             FLDEP
 DQ5753
 DQ5753                          STATION DESCRIPTION
 DQ5753
 DQ5753'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ5753'THE MARK IS ABOUT 9.3 MI (14.9 KM) WEST-NORTHWEST OF DESTIN, 3.2 MI
 DQ5753'(5.2 KM) NORTH-NORTHWEST OF FORT WALTON BEACH, 3.1 MI (5.1 KM)
 DQ5753'NORTH-NORTHEAST OF MARY ESTHER, IN SECTION 3, TOWNSHIP 2 SOUTH, RANGE
 DQ5753'24 WEST.
 DQ5753'
 DQ5753'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 189 (BEAL
 DQ5753'PARKWAY NORTHEAST) AND STATE ROAD 188 (RACETRACK ROAD
 DQ5753'NORTHWEST-HURLBURT ROAD) ABOUT 1.5 MI (2.4 KM) NORTHWEST OF OCEAN
 DQ5753'CITY, GO EAST ON STATE ROAD 188 (RACETRACK ROAD NORTHWEST) FOR 0.1 MI
 DQ5753'(0.2 KM) TO A PARKING LOT SHARED BY A CEMETERY AND LIVING HOPE CHURCH
 DQ5753'ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A 4X4
 DQ5753'PRECAST CONCRETE POST RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DQ5753'GROUND AND ABOUT 0.4 FT (12 CM) ABOVE THE LEVEL OF STATE ROAD 188
 DQ5753'(RACETRACK ROAD NORTHWEST).
 DQ5753'
 DQ5753'LOCATED 51.0 FT (15.5 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DQ5753'EASTERNMOST DRIVEWAY FOR A WALGREENS DRUG STORE, 37.0 FT (11.3 M)
 DQ5753'SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 188 (RACETRACK ROAD
 DQ5753'NORTHWEST) EASTBOUND LANES, 9.2 EAST-NORTHEAST OF POWER POLE NUMBER
 DQ5753'3265853334, 3.1 FT (0.9 M) SOUTH-SOUTHWEST OF A LARGE OAK TREE, 1.1 FT
 DQ5753'(0.3 M) SOUTHWEST OF SURVEY MARK B 179 AND 0.5 FT (15 CM) NORTH OF A
 DQ5753'METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ5716 ***********************************************************************
 DQ5716  DESIGNATION -  57 10 B03V
 DQ5716  PID         -  DQ5716
 DQ5716  STATE/COUNTY-  FL/OKALOOSA
 DQ5716  COUNTRY     -  US
 DQ5716  USGS QUAD   -  NICEVILLE (2018)
 DQ5716
 DQ5716                         *CURRENT SURVEY CONTROL
 DQ5716  ______________________________________________________________________
 DQ5716* NAD 83(1986) POSITION- 30 30 25.4    (N) 086 26 26.9    (W)   HD_HELD2
 DQ5716* NAVD 88 ORTHO HEIGHT -     8.661 (meters)       28.42  (feet) ADJUSTED
 DQ5716  ______________________________________________________________________
 DQ5716  GEOID HEIGHT    -        -27.379 (meters)                     GEOID18
 DQ5716  DYNAMIC HEIGHT  -          8.650 (meters)       28.38  (feet) COMP
 DQ5716  MODELED GRAVITY -    979,350.8   (mgal)                       NAVD 88
 DQ5716
 DQ5716  VERT ORDER      -  FIRST     CLASS II
 DQ5716
 DQ5716.The horizontal coordinates were established by autonomous hand held GPS
 DQ5716.observations and have an estimated accuracy of +/- 10 meters.
 DQ5716
 DQ5716.The orthometric height was determined by differential leveling and
 DQ5716.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5716.in October 2018.
 DQ5716
 DQ5716.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5716.GEOID18 height accuracy estimate available here.
 DQ5716
 DQ5716.Click photographs - Photos may exist for this station.
 DQ5716
 DQ5716.The dynamic height is computed by dividing the NAVD 88
 DQ5716.geopotential number by the normal gravity value computed on the
 DQ5716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5716.degrees latitude (g = 980.6199 gals.).
 DQ5716
 DQ5716.The modeled gravity was interpolated from observed gravity values.
 DQ5716
 DQ5716;                    North         East    Units  Estimated Accuracy
 DQ5716;SPC FL N     -   168,641.      413,714.      MT  (+/- 10 meters HH2 GPS)
 DQ5716
 DQ5716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5365775106(NAD 83)
 DQ5716
 DQ5716                          SUPERSEDED SURVEY CONTROL
 DQ5716
 DQ5716.No superseded survey control is available for this station.
 DQ5716
 DQ5716_MARKER: DD = SURVEY DISK
 DQ5716_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ5716_SP_SET: BRIDGE GUARDRAIL
 DQ5716_STAMPING: 57 10 B03V
 DQ5716_MARK LOGO: FLDT
 DQ5716_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5716+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2016
 DQ5716
 DQ5716  HISTORY     - Date     Condition        Report By
 DQ5716  HISTORY     - 2010     MONUMENTED       FLDT
 DQ5716  HISTORY     - 20160630 GOOD             FLDEP
 DQ5716
 DQ5716                          STATION DESCRIPTION
 DQ5716
 DQ5716'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ5716'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTH-NORTHEAST OF DESTIN, 6.3 MI
 DQ5716'(10.2 KM) WEST-NORTHWEST OF CHOCTAW BEACH, 2.6 MI (4.1 KM)
 DQ5716'EAST-SOUTHEAST OF NICEVILLE, IN SECTION 10, TOWNSHIP 1 SOUTH, RANGE 22
 DQ5716'WEST.
 DQ5716'
 DQ5716'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 85 NORTH AND STATE
 DQ5716'ROAD 20 (JOHN SIMS PARKWAY) IN NICEVILLE, GO EAST ON STATE ROAD 20
 DQ5716'(JOHN SIMS PARKWAY) FOR 3.4 MI (5.5 KM) TO THE ROCKY BAYOU BRIDGE AND
 DQ5716'THE MARK ON THE LEFT, SET IN THE TOP OF THE NORTHWEST CONCRETE
 DQ5716'GUARDRAIL OF THE WESTBOUND LANES AND ABOUT 2.8 FT (0.9 M) ABOVE THE
 DQ5716'LEVEL OF STATE ROAD 20 WESTBOUND LANES.
 DQ5716'
 DQ5716'LOCATED 38.3 FT (11.7 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DQ5716'OF STATE ROAD 20 (JOHN SIMS PARKWAY) EASTBOUND LANES, 20.5 FT
 DQ5716'SOUTH-SOUTHEAST OF THE NORTHWEST END OF A CONCRETE GUARDRAIL AND 18.7
 DQ5716'FT (5.7 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 DQ5716'20 (JOHN SIMS PARKWAY) WESTBOUND LANES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ5715 ***********************************************************************
 DQ5715  DESIGNATION -  57 10 B08V
 DQ5715  PID         -  DQ5715
 DQ5715  STATE/COUNTY-  FL/OKALOOSA
 DQ5715  COUNTRY     -  US
 DQ5715  USGS QUAD   -  NICEVILLE (2018)
 DQ5715
 DQ5715                         *CURRENT SURVEY CONTROL
 DQ5715  ______________________________________________________________________
 DQ5715* NAD 83(1986) POSITION- 30 30 48.13   (N) 086 27 14.36   (W)   HD_HELD1
 DQ5715* NAVD 88 ORTHO HEIGHT -     3.648 (meters)       11.97  (feet) ADJUSTED
 DQ5715  ______________________________________________________________________
 DQ5715  GEOID HEIGHT    -        -27.369 (meters)                     GEOID18
 DQ5715  DYNAMIC HEIGHT  -          3.643 (meters)       11.95  (feet) COMP
 DQ5715  MODELED GRAVITY -    979,351.1   (mgal)                       NAVD 88
 DQ5715
 DQ5715  VERT ORDER      -  FIRST     CLASS II
 DQ5715
 DQ5715.The horizontal coordinates were determined by differentially corrected
 DQ5715.hand held GPS observations or other comparable positioning techniques
 DQ5715.and have an estimated accuracy of +/- 3 meters.
 DQ5715
 DQ5715.The orthometric height was determined by differential leveling and
 DQ5715.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5715.in October 2018.
 DQ5715
 DQ5715.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5715.GEOID18 height accuracy estimate available here.
 DQ5715
 DQ5715.Click photographs - Photos may exist for this station.
 DQ5715
 DQ5715.The dynamic height is computed by dividing the NAVD 88
 DQ5715.geopotential number by the normal gravity value computed on the
 DQ5715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5715.degrees latitude (g = 980.6199 gals.).
 DQ5715
 DQ5715.The modeled gravity was interpolated from observed gravity values.
 DQ5715
 DQ5715;                    North         East    Units  Estimated Accuracy
 DQ5715;SPC FL N     -   169,362.1     412,460.3     MT  (+/- 3 meters HH1 GPS) 
 DQ5715
 DQ5715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5238875799(NAD 83)
 DQ5715
 DQ5715                          SUPERSEDED SURVEY CONTROL
 DQ5715
 DQ5715.No superseded survey control is available for this station.
 DQ5715
 DQ5715_MARKER: DD = SURVEY DISK
 DQ5715_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ5715_SP_SET: BRIDGE GUARDRAIL
 DQ5715_STAMPING: 57 10 B08V
 DQ5715_MARK LOGO: FLDT
 DQ5715_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5715+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2016
 DQ5715
 DQ5715  HISTORY     - Date     Condition        Report By
 DQ5715  HISTORY     - 2010     MONUMENTED       FLDT
 DQ5715  HISTORY     - 20160713 GOOD             FLDEP
 DQ5715
 DQ5715                          STATION DESCRIPTION
 DQ5715
 DQ5715'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ5715'THE MARK IS ABOUT 8.6 MI (13.9 KM) NORTH-NORTHEAST OF DESTIN, 7.2 MI
 DQ5715'(11.6 KM) WEST-NORTHWEST OF CHOCTAW BEACH, 1.7 MI (2.7 KM) EAST OF
 DQ5715'NICEVILLE, IN SECTION 9, TOWNSHIP 1 SOUTH, RANGE 22 WEST.
 DQ5715'
 DQ5715'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 85 NORTH AND STATE
 DQ5715'ROAD 20 (JOHN SIMS PARKWAY) IN NICEVILLE, GO EAST ON STATE ROAD 20
 DQ5715'(JOHN SIMS PARKWAY) FOR 2.45 MI (3.9 KM) TO THE SWIFT CREEK BRIDGE AND
 DQ5715'THE MARK ON THE LEFT, SET IN THE TOP OF THE NORTH CONCRETE GUARDRAIL
 DQ5715'AND ABOUT 2.8 FT (0.9 M) ABOVE THE LEVEL OF STATE ROAD 20 WESTBOUND
 DQ5715'LANES.
 DQ5715'
 DQ5715'LOCATED 102.9 FT (31.4 M) EAST OF THE WEST END OF A CONCRETE
 DQ5715'GUARDRAIL, 36.4 FT (11.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DQ5715'PAVED FRONTAGE ROAD, 22.1 FT (6.7 M) NORTH-NORTHEAST OF THE
 DQ5715'APPROXIMATE CENTERLINE OF STATE ROAD 20 (JOHN SIMS PARKWAY) WESTBOUND
 DQ5715'LANES, 1.8 FT (0.5 M) WEST OF THE EAST END OF A CONCRETE GUARDRAIL AND
 DQ5715'0.8 FT (24 CM) NORTH OF AN ADHESIVE WITNESS STICKER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4780 ***********************************************************************
 DI4780  DESIGNATION -  57 75
 DI4780  PID         -  DI4780
 DI4780  STATE/COUNTY-  FL/ORANGE
 DI4780  COUNTRY     -  US
 DI4780  USGS QUAD   -  OVIEDO SW (2018)
 DI4780
 DI4780                         *CURRENT SURVEY CONTROL
 DI4780  ______________________________________________________________________
 DI4780* NAD 83(1986) POSITION- 28 33 55.     (N) 081 09 15.     (W)   SCALED
 DI4780* NAVD 88 ORTHO HEIGHT -    14.179 (meters)       46.52  (feet) ADJUSTED
 DI4780  ______________________________________________________________________
 DI4780  GEOID HEIGHT    -        -27.957 (meters)                     GEOID18
 DI4780  DYNAMIC HEIGHT  -         14.159 (meters)       46.45  (feet) COMP
 DI4780  MODELED GRAVITY -    979,205.4   (mgal)                       NAVD 88
 DI4780
 DI4780  VERT ORDER      -  FIRST     CLASS II
 DI4780
 DI4780.The horizontal coordinates were scaled from a map and have
 DI4780.an estimated accuracy of +/- 6 seconds.
 DI4780
 DI4780.The orthometric height was determined by differential leveling and
 DI4780.adjusted by the NATIONAL GEODETIC SURVEY
 DI4780.in April 2010.
 DI4780
 DI4780.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4780.GEOID18 height accuracy estimate available here.
 DI4780
 DI4780.Click photographs - Photos may exist for this station.
 DI4780
 DI4780.The dynamic height is computed by dividing the NAVD 88
 DI4780.geopotential number by the normal gravity value computed on the
 DI4780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4780.degrees latitude (g = 980.6199 gals.).
 DI4780
 DI4780.The modeled gravity was interpolated from observed gravity values.
 DI4780
 DI4780;                    North         East    Units  Estimated Accuracy
 DI4780;SPC FL E     -   468,860.      184,920.      MT  (+/- 180 meters Scaled)
 DI4780
 DI4780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM849598(NAD 83)
 DI4780
 DI4780                          SUPERSEDED SURVEY CONTROL
 DI4780
 DI4780.No superseded survey control is available for this station.
 DI4780
 DI4780_MARKER: DD = SURVEY DISK
 DI4780_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI4780_SP_SET: BRIDGE GUARD RAIL
 DI4780_STAMPING: 57 75
 DI4780_MARK LOGO: FLDT
 DI4780_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI4780_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI4780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4780+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2005
 DI4780
 DI4780  HISTORY     - Date     Condition        Report By
 DI4780  HISTORY     - UNK      MONUMENTED       FLDT
 DI4780  HISTORY     - 20050219 GOOD             FLDEP
 DI4780
 DI4780                          STATION DESCRIPTION
 DI4780
 DI4780'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI4780'THE MARK IS ABOUT 15.0 MI EAST OF ORLANDO, 5.5 MI EAST OF UNION PARK,
 DI4780'3.0 MI WEST OF BITHLO,  IN SECTION 19, TOWNSHIP 22 SOUTH, RANGE 32
 DI4780'EAST.
 DI4780'
 DI4780'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 419 (CHULUOTA ROAD)
 DI4780'AND STATE  HIGHWAY 50 (EAST COLONIAL DRIVE) ON THE WEST SIDE OF
 DI4780'BITHLO, GO WESTERLY ON STATE  HIGHWAY 50 (EAST COLONIAL DRIVE) FOR
 DI4780'1.55 MI TO THE WEST END OF THE BRIDGE SPANNING  ECONLOCKHATCHER RIVER
 DI4780'AND THE MARK ON THE LEFT, SET IN THE TOP OF THE BRIDGE GUARD  RAIL IN
 DI4780'THE MEDIAN OF STATE HIGHWAY 50 ABOUT 2.5 FT ABOVE THE LEVEL OF STATE
 DI4780'HIGHWAY 50.
 DI4780'
 DI4780'LOCATED 24.4 FT SOUTH OF THE CENTERLINE OF STATE HIGHWAY 50 WESTBOUND
 DI4780'LANES, 16.3 FT  NORTH OF THE CENTERLINE OF STATE HIGHWAY 50 EASTBOUND
 DI4780'LANES AND 3.3 FT NORTH OF THE  GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG5047 ***********************************************************************
 BG5047  DESIGNATION -  57 83 A11
 BG5047  PID         -  BG5047
 BG5047  STATE/COUNTY-  FL/OKALOOSA
 BG5047  COUNTRY     -  US
 BG5047  USGS QUAD   -  FORT WALTON BEACH (2018)
 BG5047
 BG5047                         *CURRENT SURVEY CONTROL
 BG5047  ______________________________________________________________________
 BG5047* NAD 83(2011) POSITION- 30 26 27.09714(N) 086 35 51.80571(W)   ADJUSTED
 BG5047* NAD 83(2011) ELLIP HT-   -24.777 (meters)        (06/27/12)   ADJUSTED
 BG5047* NAD 83(2011) EPOCH   -  2010.00
 BG5047* NAVD 88 ORTHO HEIGHT -     2.487 (meters)        8.16  (feet) ADJUSTED
 BG5047  ______________________________________________________________________
 BG5047  GEOID HEIGHT    -        -27.283 (meters)                     GEOID18
 BG5047  NAD 83(2011) X  -    326,618.989 (meters)                     COMP
 BG5047  NAD 83(2011) Y  - -5,493,936.324 (meters)                     COMP
 BG5047  NAD 83(2011) Z  -  3,212,591.220 (meters)                     COMP
 BG5047  LAPLACE CORR    -         -0.60  (seconds)                    DEFLEC18
 BG5047  DYNAMIC HEIGHT  -          2.484 (meters)        8.15  (feet) COMP
 BG5047  MODELED GRAVITY -    979,353.8   (mgal)                       NAVD 88
 BG5047
 BG5047  VERT ORDER      -  FIRST     CLASS II
 BG5047
 BG5047  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BG5047  Standards:
 BG5047         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BG5047            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BG5047  -------------------------------------------------------------------
 BG5047  NETWORK    1.37   2.63           0.57   0.55   1.34      0.06923760
 BG5047  -------------------------------------------------------------------
 BG5047  Click here for local accuracies and other accuracy information.
 BG5047
 BG5047.The horizontal coordinates were established by GPS observations
 BG5047.and adjusted by the National Geodetic Survey in June 2012.
 BG5047
 BG5047.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BG5047.been affixed to the stable North American tectonic plate. See 
 BG5047.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BG5047
 BG5047.The horizontal coordinates are valid at the epoch date displayed above
 BG5047.which is a decimal equivalence of Year/Month/Day.
 BG5047
 BG5047.The orthometric height was determined by differential leveling and
 BG5047.adjusted by the NATIONAL GEODETIC SURVEY
 BG5047.in October 2018.
 BG5047
 BG5047.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG5047.GEOID18 height accuracy estimate available here.
 BG5047
 BG5047.Click photographs - Photos may exist for this station.
 BG5047
 BG5047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5047
 BG5047.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG5047
 BG5047.The ellipsoidal height was determined by GPS observations
 BG5047.and is referenced to NAD 83.
 BG5047
 BG5047.The dynamic height is computed by dividing the NAVD 88
 BG5047.geopotential number by the normal gravity value computed on the
 BG5047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG5047.degrees latitude (g = 980.6199 gals.).
 BG5047
 BG5047.The modeled gravity was interpolated from observed gravity values.
 BG5047
 BG5047. The following values were computed from the NAD 83(2011) position.
 BG5047
 BG5047;                    North         East     Units Scale Factor Converg.
 BG5047;SPC FL N     -   161,570.455   398,518.513   MT  0.99995979   -1 03 15.0
 BG5047;SPC FL N     -   530,085.73  1,307,472.82   sFT  0.99995979   -1 03 15.0
 BG5047;UTM  16      - 3,367,706.590   538,626.124   MT  0.99961841   +0 12 13.7
 BG5047
 BG5047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5047!SPC FL N     -   1.00000389  x   0.99995979  =   0.99996368
 BG5047!UTM  16      -   1.00000389  x   0.99961841  =   0.99962230
 BG5047
 BG5047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU3862667706(NAD 83)
 BG5047
 BG5047|---------------------------------------------------------------------|
 BG5047| PID    Reference Object                     Distance      Geod. Az  |
 BG5047|                                                           dddmmss.s |
 BG5047| BG5046 P021                                368.231 METERS 30452     |
 BG5047|---------------------------------------------------------------------|
 BG5047
 BG5047                          SUPERSEDED SURVEY CONTROL
 BG5047
 BG5047  NAD 83(2007)-  30 26 27.09714(N)    086 35 51.80604(W) AD(2002.00) 0
 BG5047  ELLIP H (02/10/07)  -24.751  (m)                       GP(2002.00)    
 BG5047  NAD 83(1999)-  30 26 27.09701(N)    086 35 51.80605(W) AD(       ) 1
 BG5047  ELLIP H (06/11/02)  -24.712  (m)                       GP(       ) 4 1
 BG5047  NAD 83(1990)-  30 26 27.09673(N)    086 35 51.80488(W) AD(       ) 1
 BG5047  ELLIP H (05/15/92)  -24.543  (m)                       GP(       ) 4 1
 BG5047  NAVD 88 (10/30/15)    2.492  (m)            8.18   (f) SUPERSEDED  2 1
 BG5047  NAVD 88 (05/15/92)    2.7    (m)  GEOID90  model used  GPS OBS        
 BG5047
 BG5047.Superseded values are not recommended for survey control.
 BG5047
 BG5047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5047.See file dsdata.pdf to determine how the superseded data were derived.
 BG5047
 BG5047_MARKER: DD = SURVEY DISK
 BG5047_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG5047_STAMPING: 57 83 A11
 BG5047_MARK LOGO: FLDT
 BG5047_PROJECTION: PROJECTING 3 CENTIMETERS
 BG5047_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG5047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG5047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5047+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2018
 BG5047
 BG5047  HISTORY     - Date     Condition        Report By
 BG5047  HISTORY     - 1983     MONUMENTED       FLDT
 BG5047  HISTORY     - 19910201 GOOD             FL-091
 BG5047  HISTORY     - 19970308 GOOD             USPSQD
 BG5047  HISTORY     - 20020110 GOOD             FLDT
 BG5047  HISTORY     - 20031004 GOOD             USPSQD
 BG5047  HISTORY     - 20060111 GOOD             USPS
 BG5047  HISTORY     - 20110512 GOOD             FL1091
 BG5047  HISTORY     - 20150505 GOOD             FLDEP
 BG5047  HISTORY     - 20160915 GOOD             FLDEP
 BG5047  HISTORY     - 20181217 GOOD             DEWDAV
 BG5047
 BG5047                          STATION DESCRIPTION
 BG5047
 BG5047'DESCRIBED BY OKALOOSA COUNTY FLORIDA 1991
 BG5047'MONUMENT IS A FLORIDA DEPARTMENT OF TRANSPORTATION MONUMENT SET FOR
 BG5047'VERTICAL CONTROL.
 BG5047'STATION IS LOCATED IN THE CITY OF FORT WALTON BEACH AT THE
 BG5047'INTERSECTION OF STATE ROAD 85 AND STATE ROAD 20 IN SECTION 1, T 2 S,
 BG5047'R 24 W.
 BG5047'TO REACH FROM INTERSECTION OF SR 85 AND SR 188 (RACETRACK ROAD) GO
 BG5047'EAST ON 4TH AVE 50 FT (15.2 M) TO MONUMENT ON RIGHT. MONUMENT IS
 BG5047'LOCATED 0.7 FT (0.2 M) NORTH OF A CONCRETE RETIANING WALL AROUND A
 BG5047'PARKING AREA, 17.8 FT (5.4 M) SOUTH OF THE SOUTHERNMOST CORNER OF A
 BG5047'TRAFFIC SIGNAL POST, ADJACENT TO THE SIDEWALK, 0.1 FT (0.0 M) ABOVE
 BG5047'THE LEVEL OF THE SIDEWALK, AND 0.2 FT (0.1 M) WEST OF A METAL WITNESS
 BG5047'POST.
 BG5047
 BG5047                          STATION RECOVERY (1997)
 BG5047
 BG5047'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG5047'RECOVERED IN GOOD CONDITION.
 BG5047
 BG5047                          STATION RECOVERY (2002)
 BG5047
 BG5047'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2002 (HH)
 BG5047'RECOVERED AS DESCRIBED
 BG5047
 BG5047                          STATION RECOVERY (2003)
 BG5047
 BG5047'RECOVERY NOTE BY US POWER SQUADRON 2003 (REG)
 BG5047'BG5047
 BG5047
 BG5047                          STATION RECOVERY (2006)
 BG5047
 BG5047'RECOVERY NOTE BY US POSTAL SERVICE 2006 (JCH)
 BG5047'RECOVERED IN GOOD CONDITION.
 BG5047
 BG5047                          STATION RECOVERY (2011)
 BG5047
 BG5047'RECOVERY NOTE BY CITY OF FORT WALTON BEACH FLORIDA 2011 (BLI)
 BG5047'RECOVERED IN GOOD CONDITION
 BG5047
 BG5047                          STATION RECOVERY (2015)
 BG5047
 BG5047'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (MAH)
 BG5047'RECOVERED IN GOOD CONDITION.
 BG5047'
 BG5047'NOTE-WITH THE FOLLOWING ADDITIONS, THE MARK IS LOCATED IN NORTHEAST
 BG5047'CORNER OF THE PRECISION TUNE AUTO CENTER, 52.0 FT (15.8 M) WEST OF THE
 BG5047'APPROXIMATE CENTERLINE OF FOURTH AVENUE AND 34.0 FT (10.4 M) SOUTH OF
 BG5047'THE APPROXIMATE CENTERLINE OF STATE ROAD 85 (ELGIN PARKWAY).
 BG5047
 BG5047                          STATION RECOVERY (2016)
 BG5047
 BG5047'RECOVERY NOTE BY FL DEPT OF ENV PRO 2016 (BPJ)
 BG5047'RECOVERED AS DESCRIBED.
 BG5047
 BG5047                          STATION RECOVERY (2018)
 BG5047
 BG5047'RECOVERY NOTE BY DEWBERRY DAVIS 2018 (GDS)
 BG5047'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0127 ***********************************************************************
 BE0127  DESIGNATION -  57 WSM USGS
 BE0127  PID         -  BE0127
 BE0127  STATE/COUNTY-  FL/JACKSON
 BE0127  COUNTRY     -  US
 BE0127  USGS QUAD   -  SILLS (2018)
 BE0127
 BE0127                         *CURRENT SURVEY CONTROL
 BE0127  ______________________________________________________________________
 BE0127* NAD 83(1986) POSITION- 30 59 33.     (N) 085 17 42.     (W)   SCALED
 BE0127* NAVD 88 ORTHO HEIGHT -    39.920 (meters)      130.97  (feet) ADJUSTED
 BE0127  ______________________________________________________________________
 BE0127  GEOID HEIGHT    -        -27.831 (meters)                     GEOID18
 BE0127  DYNAMIC HEIGHT  -         39.869 (meters)      130.80  (feet) COMP
 BE0127  MODELED GRAVITY -    979,374.4   (mgal)                       NAVD 88
 BE0127
 BE0127  VERT ORDER      -  SECOND    CLASS 0
 BE0127
 BE0127.The horizontal coordinates were scaled from a map and have
 BE0127.an estimated accuracy of +/- 6 seconds.
 BE0127
 BE0127.The orthometric height was determined by differential leveling and
 BE0127.adjusted by the NATIONAL GEODETIC SURVEY
 BE0127.in June 1991.
 BE0127
 BE0127.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0127.GEOID18 height accuracy estimate available here.
 BE0127
 BE0127.Click photographs - Photos may exist for this station.
 BE0127
 BE0127.The dynamic height is computed by dividing the NAVD 88
 BE0127.geopotential number by the normal gravity value computed on the
 BE0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0127.degrees latitude (g = 980.6199 gals.).
 BE0127
 BE0127.The modeled gravity was interpolated from observed gravity values.
 BE0127
 BE0127;                    North         East    Units  Estimated Accuracy
 BE0127;SPC FL N     -   221,140.      524,070.      MT  (+/- 180 meters Scaled)
 BE0127
 BE0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV627300(NAD 83)
 BE0127
 BE0127                          SUPERSEDED SURVEY CONTROL
 BE0127
 BE0127  NGVD 29 (??/??/92)   40.034  (m)          131.34   (f) ADJ UNCH    2 0
 BE0127
 BE0127.Superseded values are not recommended for survey control.
 BE0127
 BE0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0127.See file dsdata.pdf to determine how the superseded data were derived.
 BE0127
 BE0127_MARKER: DD = SURVEY DISK
 BE0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0127_STAMPING: 57 WSM 1948 131
 BE0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0127+STABILITY: SURFACE MOTION
 BE0127
 BE0127  HISTORY     - Date     Condition        Report By
 BE0127  HISTORY     - 1948     MONUMENTED       USGS
 BE0127  HISTORY     - 1952     GOOD             CGS
 BE0127  HISTORY     - 20010331 GOOD             NGS
 BE0127
 BE0127                          STATION DESCRIPTION
 BE0127
 BE0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BE0127'11 MI NW FROM MALONE.
 BE0127'ABOUT 7.4 MILES WEST ALONG STATE HIGHWAY 2 FROM THE INTERSECTION
 BE0127'OF STATE HIGHWAY 71 AT MALONE, THENCE ABOUT 3.65 MILES NORTH
 BE0127'ALONG A GRADED ROAD, ABOUT 0.55 MILE SOUTH OF THE JUNCTION OF
 BE0127'A ROAD EAST AND THE ALABAMA-FLORIDA STATE LINE, AT THE JUNCTION
 BE0127'OF A ROAD EAST, 44 FEET SOUTHEAST OF CENTER LINE OF ROAD, 37 FEET
 BE0127'NORTH OF CENTER LINE OF ROAD EAST, 28 FEET EAST OF SOUTHEAST
 BE0127'END OF AN 18-INCH PIPE CULVERT UNDER ROAD, 15 FEET NORTH OF A
 BE0127'FENCE CORNER, 1 FOOT WEST OF A FENCE LINE, 4 FEET SOUTH OF A
 BE0127'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND
 BE0127'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BE0127
 BE0127                          STATION RECOVERY (2001)
 BE0127
 BE0127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 BE0127'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF8366 ***********************************************************************
 DF8366  DESIGNATION -  57.4
 DF8366  PID         -  DF8366
 DF8366  STATE/COUNTY-  FL/OKEECHOBEE
 DF8366  COUNTRY     -  US
 DF8366  USGS QUAD   -  BASINGER (2018)
 DF8366
 DF8366                         *CURRENT SURVEY CONTROL
 DF8366  ______________________________________________________________________
 DF8366* NAD 83(1986) POSITION- 27 22 34.     (N) 081 02 36.     (W)   SCALED
 DF8366* NAVD 88 ORTHO HEIGHT -     9.087 (meters)       29.81  (feet) ADJUSTED
 DF8366  ______________________________________________________________________
 DF8366  GEOID HEIGHT    -        -26.232 (meters)                     GEOID18
 DF8366  DYNAMIC HEIGHT  -          9.073 (meters)       29.77  (feet) COMP
 DF8366  MODELED GRAVITY -    979,123.4   (mgal)                       NAVD 88
 DF8366
 DF8366  VERT ORDER      -  SECOND    CLASS I
 DF8366
 DF8366.The horizontal coordinates were scaled from a map and have
 DF8366.an estimated accuracy of +/- 6 seconds.
 DF8366
 DF8366.The orthometric height was determined by differential leveling and
 DF8366.adjusted by the NATIONAL GEODETIC SURVEY
 DF8366.in May 2004.
 DF8366
 DF8366.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF8366.GEOID18 height accuracy estimate available here.
 DF8366
 DF8366.Click photographs - Photos may exist for this station.
 DF8366
 DF8366.The dynamic height is computed by dividing the NAVD 88
 DF8366.geopotential number by the normal gravity value computed on the
 DF8366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF8366.degrees latitude (g = 980.6199 gals.).
 DF8366
 DF8366.The modeled gravity was interpolated from observed gravity values.
 DF8366
 DF8366;                    North         East    Units  Estimated Accuracy
 DF8366;SPC FL E     -   337,080.      195,710.      MT  (+/- 180 meters Scaled)
 DF8366
 DF8366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML957280(NAD 83)
 DF8366
 DF8366                          SUPERSEDED SURVEY CONTROL
 DF8366
 DF8366.No superseded survey control is available for this station.
 DF8366
 DF8366_MARKER: DD = SURVEY DISK
 DF8366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8366_STAMPING: 57.4-500Z LB262 GPS
 DF8366_MARK LOGO: GULFST
 DF8366_PROJECTION: RECESSED 5 CENTIMETERS
 DF8366_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DF8366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8366+STABILITY: SURFACE MOTION
 DF8366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8366+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2001
 DF8366
 DF8366  HISTORY     - Date     Condition        Report By
 DF8366  HISTORY     - 20011004 MONUMENTED       GULFST
 DF8366  HISTORY     - 20011004 GOOD             FLDEP
 DF8366  HISTORY     - 20211212 MARK NOT FOUND   GEOCAC
 DF8366
 DF8366                          STATION DESCRIPTION
 DF8366
 DF8366'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF8366'THE MARK IS ABOUT 18.5 MI NORTHWEST OF OKEECHOBEE, 14.8 MI SOUTHEAST
 DF8366'OF LORIDA, 1.0 MI
 DF8366'NORTHEAST OF KISSIMMEE RIVER, 0N U.S. HIGHWAY 98 AT THE JUNCTION OF
 DF8366'NORTHWEST 203
 DF8366'AVENUE, IN SECTION 5, TOWNSHIP 36 SOUTH, RANGE 33 EAST.
 DF8366'
 DF8366'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 (PARROTT
 DF8366'STREET) AND U.S.
 DF8366'HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) IN OKEECHOBEE, GO WEST ON
 DF8366'U.S. HIGHWAY 98
 DF8366'(STATE HIGHWAY 70, PARK STREET) FOR 1.15 MI TO THE JUNCTION OF U.S.
 DF8366'HIGHWAY 98 NORTH ON
 DF8366'THE RIGHT, TURN RIGHT ON U.S. HIGHWAY 98 AND GO NORTHWESTERLY FOR 0.65
 DF8366'MI TO THE
 DF8366'RAILROAD TRACKS, CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 98 FOR 11.9 MI
 DF8366'TO THE JUNCTION
 DF8366'OF COUNTY ROAD 68 EAST ON THE RIGHT, CONTINUE NORTHWESTERLY ON U.S.
 DF8366'HIGHWAY 98 FOR
 DF8366'1.85 MI TO THE JUNCTION OF NORTHWEST 176TH AVENUE (COUNTY ROAD 700-A)
 DF8366'ON THE RIGHT,
 DF8366'CONTINUE NORTHWESTERLY ON U.S. HIGHWAY 98 FOR 2.7 MI TO THE MARK ON
 DF8366'THE LEFT, A 2-INCH
 DF8366'DISK ON A ROD CEMENTED IN A 6-INCH PVC PIPE RECESSED 0.2 FT BELOW THE
 DF8366'LEVEL OF THE
 DF8366'GROUND AND 6.0 FT BELOW THE LEVEL OF U.S. HIGHWAY 98.
 DF8366'
 DF8366'LOCATED 158.7 FT NORTHEAST OF SURVEY MARK KR 1617 1994 GPG JAX C/0,
 DF8366'46.0 FT EAST OF THE
 DF8366'CENTERLINE OF U.S. HIGHWAY 98, 3.5 FT WEST OF A BARBWIRE FENCE AND 2.4
 DF8366'FT WEST OF A
 DF8366'CARSONITE WITNESS POST.
 DF8366
 DF8366                          STATION RECOVERY (2021)
 DF8366
 DF8366'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DF8366'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8881 ***********************************************************************
 DO8881  DESIGNATION -  574272 A
 DO8881  PID         -  DO8881
 DO8881  STATE/COUNTY-  FL/POLK
 DO8881  COUNTRY     -  US
 DO8881  USGS QUAD   -  LAKE LOUISA SW (2018)
 DO8881
 DO8881                         *CURRENT SURVEY CONTROL
 DO8881  ______________________________________________________________________
 DO8881* NAD 83(1986) POSITION- 28 18 48.8    (N) 081 39 51.8    (W)   HD_HELD2
 DO8881* NAVD 88 ORTHO HEIGHT -    58.692 (meters)      192.56  (feet) ADJUSTED
 DO8881  ______________________________________________________________________
 DO8881  GEOID HEIGHT    -        -27.392 (meters)                     GEOID18
 DO8881  DYNAMIC HEIGHT  -         58.605 (meters)      192.27  (feet) COMP
 DO8881  MODELED GRAVITY -    979,166.1   (mgal)                       NAVD 88
 DO8881
 DO8881  VERT ORDER      -  FIRST     CLASS II
 DO8881
 DO8881.The horizontal coordinates were established by autonomous hand held GPS
 DO8881.observations and have an estimated accuracy of +/- 10 meters.
 DO8881
 DO8881.The orthometric height was determined by differential leveling and
 DO8881.adjusted by the NATIONAL GEODETIC SURVEY
 DO8881.in December 2013.
 DO8881
 DO8881.No vertical observational check was made to the station.
 DO8881
 DO8881.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8881.GEOID18 height accuracy estimate available here.
 DO8881
 DO8881.Click photographs - Photos may exist for this station.
 DO8881
 DO8881.The dynamic height is computed by dividing the NAVD 88
 DO8881.geopotential number by the normal gravity value computed on the
 DO8881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8881.degrees latitude (g = 980.6199 gals.).
 DO8881
 DO8881.The modeled gravity was interpolated from observed gravity values.
 DO8881
 DO8881;                    North         East    Units  Estimated Accuracy
 DO8881;SPC FL W     -   441,002.      232,913.      MT  (+/- 10 meters HH2 GPS)
 DO8881
 DO8881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3486432116(NAD 83)
 DO8881
 DO8881                          SUPERSEDED SURVEY CONTROL
 DO8881
 DO8881.No superseded survey control is available for this station.
 DO8881
 DO8881_MARKER: DD = SURVEY DISK
 DO8881_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO8881+WITH SETTING: PAVEMENT
 DO8881_SP_SET: WELL SLAB
 DO8881_STAMPING: 574272 A 2009
 DO8881_MARK LOGO: SWFWMD
 DO8881_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO8881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8881+STABILITY: SURFACE MOTION
 DO8881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8881+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2012
 DO8881
 DO8881  HISTORY     - Date     Condition        Report By
 DO8881  HISTORY     - 2009     MONUMENTED       SWFWMD
 DO8881  HISTORY     - 20120508 GOOD             FLDEP
 DO8881
 DO8881                          STATION DESCRIPTION
 DO8881
 DO8881'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8881'THE MARK IS ABOUT 11.7 MI (18.8 KM) EAST OF POYNER, 11.2 MI (18.0 KM)
 DO8881'NORTH-NORTHWEST OF DAVENPORT, 10.2 MI (16.4 KM) WEST-NORTHWEST OF
 DO8881'INTERCESSION CITY, IN SECTION 13, TOWNSHIP 25 SOUTH, RANGE 26 EAST.
 DO8881'
 DO8881'TO REACH THE MARK FROM THE OVERPASS OF U.S. HIGHWAY 27 AND U.S.
 DO8881'HIGHWAY 192 SOUTH OF CLERMONT, GO SOUTH ON U.S. HIGHWAY 27 FOR 2.6 MI
 DO8881'(4.2 KM) TO THE INTERSECTION OF SAND MINE ROAD. TURN LEFT ON SAND MINE
 DO8881'ROAD AND GO EAST FOR 0.2 MI (0.3 KM) TO AN ASPHALT DRIVEWAY AT 49585
 DO8881'SAND MINE ROAD ON THE LEFT.  TURN LEFT ON THE DRIVEWAY AND GO NORTH,
 DO8881'THROUGH A GATE ENTERING THE POLK COUNTY WASTE WATER REUSE CENTER, FOR
 DO8881'0.2 MI (0.3 KM) TO THE NORTH FENCELINE, A WELL SITE AND THE MARK, SET
 DO8881'IN THE TOP OF A CONCRETE WELL SLAB AND LEVEL WITH THE DRIVEWAY.
 DO8881'
 DO8881'LOCATED 97.0 FT (29.6 M) WEST-SOUTHWEST OF A CHAIN LINK FENCE CORNER
 DO8881'POST, 89.1 FT (27.2 M) NORTH-NORTHWEST OF A METAL LIGHT POLE, 35.6 FT
 DO8881'(10.9 M) SOUTH OF A CHAIN LINK FENCE, 19.3 FT (5.9 M) SOUTH OF SURVEY
 DO8881'MARK 591050 B AND 2.4 FT (0.7 M) SOUTHEAST OF WELL PIPE 574272.
 DO8881'
 DO8881'NOTE-UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3516 ***********************************************************************
 DN3516  DESIGNATION -  576C
 DN3516  PID         -  DN3516
 DN3516  STATE/COUNTY-  FL/SARASOTA
 DN3516  COUNTRY     -  US
 DN3516  USGS QUAD   -  OLD MYAKKA (2018)
 DN3516
 DN3516                         *CURRENT SURVEY CONTROL
 DN3516  ______________________________________________________________________
 DN3516* NAD 83(1986) POSITION- 27 18 20.8    (N) 082 16 01.0    (W)   HD_HELD2
 DN3516* NAVD 88 ORTHO HEIGHT -    12.006 (meters)       39.39  (feet) ADJUSTED
 DN3516  ______________________________________________________________________
 DN3516  GEOID HEIGHT    -        -24.492 (meters)                     GEOID18
 DN3516  DYNAMIC HEIGHT  -         11.987 (meters)       39.33  (feet) COMP
 DN3516  MODELED GRAVITY -    979,122.5   (mgal)                       NAVD 88
 DN3516
 DN3516  VERT ORDER      -  SECOND    CLASS I
 DN3516
 DN3516.The horizontal coordinates were established by autonomous hand held GPS
 DN3516.observations and have an estimated accuracy of +/- 10 meters.
 DN3516
 DN3516.The orthometric height was determined by differential leveling and
 DN3516.adjusted by the NATIONAL GEODETIC SURVEY
 DN3516.in April 2012.
 DN3516
 DN3516.No vertical observational check was made to the station.
 DN3516
 DN3516.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3516.GEOID18 height accuracy estimate available here.
 DN3516
 DN3516.Click photographs - Photos may exist for this station.
 DN3516
 DN3516.The dynamic height is computed by dividing the NAVD 88
 DN3516.geopotential number by the normal gravity value computed on the
 DN3516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3516.degrees latitude (g = 980.6199 gals.).
 DN3516
 DN3516.The modeled gravity was interpolated from observed gravity values.
 DN3516
 DN3516;                    North         East    Units  Estimated Accuracy
 DN3516;SPC FL W     -   329,312.      173,578.      MT  (+/- 10 meters HH2 GPS)
 DN3516
 DN3516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7463520939(NAD 83)
 DN3516
 DN3516                          SUPERSEDED SURVEY CONTROL
 DN3516
 DN3516.No superseded survey control is available for this station.
 DN3516
 DN3516_MARKER: DB = BENCH MARK DISK
 DN3516_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DN3516_STAMPING: 576C
 DN3516_MARK LOGO: FL-115
 DN3516_PROJECTION: PROJECTING 13 CENTIMETERS
 DN3516_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN3516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN3516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN3516+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2009
 DN3516
 DN3516  HISTORY     - Date     Condition        Report By
 DN3516  HISTORY     - 20090710 MONUMENTED       FL-115
 DN3516
 DN3516                          STATION DESCRIPTION
 DN3516
 DN3516'DESCRIBED BY SARASOTA COUNTY FLORIDA 2009
 DN3516'THE MARK IS ABOUT 7.1 MI (11.4 KM) WEST-SOUTHWEST OF MYAKKA CITY, 5.6
 DN3516'MI (9.0 KM) SOUTH OF VERNA, 0.5 MI (0.8 KM) SOUTH OF OLD MYAKKA, IN
 DN3516'SECTION 36, TOWNSHIP 36 SOUTH, RANGE 20 EAST.
 DN3516'
 DN3516'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 75 OVERPASS
 DN3516'AND STATE ROAD 780 (FRUITVILLE ROAD) ABOUT 4.0 MI (6.4 KM) EAST OF
 DN3516'SARASOTA, GO EAST ON STATE ROAD 780 (FRUITVILLE ROAD) FOR 11.0 MI
 DN3516'(17.7 KM) TO THE INTERSECTION OF VERNA ROAD ON THE LEFT AND MYAKKA
 DN3516'ROAD ON THE RIGHT.  TURN RIGHT ON MYAKKA ROAD AND GO SOUTH FOR 2.1 MI
 DN3516'(3.4 KM) TO THE INTERSECTION OF HIDDEN RIVER ROAD ON THE LEFT AND
 DN3516'HANCOCK ROAD ON THE RIGHT AND THE MARK, SET IN THE TOP OF A 5-INCH (13
 DN3516'CM) SQUARE CONCRETE MONUMENT PROJECTING 0.5 FT (15 CM) ABOVE THE LEVEL
 DN3516'OF THE GROUND AND LEVEL WITH HANCOCK ROAD.
 DN3516'
 DN3516'LOCATED 93.7 FT (28.6 M) WEST OF A POWER POLE NUMBER 532667505, 40.2
 DN3516'FT (12.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF HANCOCK ROAD, 35.1
 DN3516'FT (10.7 M) EAST OF THE APPROXIMATE CENTERLINE OF HIDDEN RIVER ROAD,
 DN3516'2.5 FT (0.8 M) EAST OF A WOODEN POWER POLE AND 0.6 FT (18 CM) NORTH OF
 DN3516'A METAL WITNESS POST.
 DN3516'
 DN3516'NOTE-UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2731 ***********************************************************************
 DP2731  DESIGNATION -  579770 A
 DP2731  PID         -  DP2731
 DP2731  STATE/COUNTY-  FL/HARDEE
 DP2731  COUNTRY     -  US
 DP2731  USGS QUAD   -  WAUCHULA (2018)
 DP2731
 DP2731                         *CURRENT SURVEY CONTROL
 DP2731  ______________________________________________________________________
 DP2731* NAD 83(1986) POSITION- 27 35 50.8    (N) 081 50 31.1    (W)   HD_HELD2
 DP2731* NAVD 88 ORTHO HEIGHT -    37.732 (meters)      123.79  (feet) ADJUSTED
 DP2731  ______________________________________________________________________
 DP2731  GEOID HEIGHT    -        -25.231 (meters)                     GEOID18
 DP2731  DYNAMIC HEIGHT  -         37.675 (meters)      123.61  (feet) COMP
 DP2731  MODELED GRAVITY -    979,148.8   (mgal)                       NAVD 88
 DP2731
 DP2731  VERT ORDER      -  FIRST     CLASS II
 DP2731
 DP2731.The horizontal coordinates were established by autonomous hand held GPS
 DP2731.observations and have an estimated accuracy of +/- 10 meters.
 DP2731
 DP2731.The orthometric height was determined by differential leveling and
 DP2731.adjusted by the NATIONAL GEODETIC SURVEY
 DP2731.in January 2015.
 DP2731
 DP2731.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2731.GEOID18 height accuracy estimate available here.
 DP2731
 DP2731.Click photographs - Photos may exist for this station.
 DP2731
 DP2731.The dynamic height is computed by dividing the NAVD 88
 DP2731.geopotential number by the normal gravity value computed on the
 DP2731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2731.degrees latitude (g = 980.6199 gals.).
 DP2731
 DP2731.The modeled gravity was interpolated from observed gravity values.
 DP2731
 DP2731;                    North         East    Units  Estimated Accuracy
 DP2731;SPC FL W     -   361,612.      215,600.      MT  (+/- 10 meters HH2 GPS)
 DP2731
 DP2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1690752893(NAD 83)
 DP2731
 DP2731                          SUPERSEDED SURVEY CONTROL
 DP2731
 DP2731.No superseded survey control is available for this station.
 DP2731
 DP2731_MARKER: DD = SURVEY DISK
 DP2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2731_STAMPING: 579770 A 2009
 DP2731_MARK LOGO: SWFWMD
 DP2731_PROJECTION: RECESSED 5 CENTIMETERS
 DP2731_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2731+STABILITY: SURFACE MOTION
 DP2731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2731+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2013
 DP2731
 DP2731  HISTORY     - Date     Condition        Report By
 DP2731  HISTORY     - 2009     MONUMENTED       SWFWMD
 DP2731  HISTORY     - 20130717 GOOD             FLDEP
 DP2731
 DP2731                          STATION DESCRIPTION
 DP2731
 DP2731'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP2731'THE MARK IS 6.3 MI (10.1 KM) EAST OF FORT GREEN, 3.9 MI (6.3 KM)
 DP2731'NORTH-NORTHWEST OF WAUCHULA, 3.0 MI (4.8 KM) SOUTH-SOUTHWEST OF
 DP2731'BOWLING GREEN, IN SECTION 20, TOWNSHIP 33 SOUTH, RANGE 25 EAST.  THE
 DP2731'KEY CAN BE OBTAINED FROM SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP2731'
 DP2731'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DP2731'ROAD 62 IN WAUCHULA, GO WEST ON STATE ROAD 62 FOR 1.2 MI (1.9 KM) TO
 DP2731'THE JUNCTION OF A DIM ACCESS ROAD LEADING TO A WELL SITE LOCATED ABOUT
 DP2731'125.0 FT (38.1 M) WEST OF ADDRESS 770 STATE ROAD 62.  TURN RIGHT ON
 DP2731'THE DIM ACCESS ROAD AND GO NORTH PASSING THROUGH A METAL LOCKED GATE
 DP2731'FOR 0.15 MI (0.2 KM) TO A WELL SITE AND THE MARK, SET IN THE TOP OF A
 DP2731'ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DP2731'GROUND AND LEVEL WITH THE GATED DIM ACCESS ROAD.
 DP2731'
 DP2731'LOCATED 144.0 FT (43.9 M) NORTH-NORTHEAST OF THE APPROXIMATE
 DP2731'CENTERLINE OF THE GATED DIM ACCESS ROAD LEADING TO THE WELL SITE, 85.0
 DP2731'FT (25.9 M) EAST OF THE HOG WIRE FENCE, 69.6 FT (21.2 M) SOUTH OF
 DP2731'SURVEY MARK 579770 B, 0.9 FT (27 CM) SOUTH OF THE SOUTH END OF THE
 DP2731'METAL BOX ON THE WELL MONITOR AND 0.6 FT (18 CM) SOUTH OF A CARSONITE
 DP2731'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2732 ***********************************************************************
 DP2732  DESIGNATION -  579770 B
 DP2732  PID         -  DP2732
 DP2732  STATE/COUNTY-  FL/HARDEE
 DP2732  COUNTRY     -  US
 DP2732  USGS QUAD   -  WAUCHULA (2018)
 DP2732
 DP2732                         *CURRENT SURVEY CONTROL
 DP2732  ______________________________________________________________________
 DP2732* NAD 83(1986) POSITION- 27 35 51.5    (N) 081 50 31.2    (W)   HD_HELD2
 DP2732* NAVD 88 ORTHO HEIGHT -    37.730 (meters)      123.79  (feet) ADJUSTED
 DP2732  ______________________________________________________________________
 DP2732  GEOID HEIGHT    -        -25.231 (meters)                     GEOID18
 DP2732  DYNAMIC HEIGHT  -         37.674 (meters)      123.60  (feet) COMP
 DP2732  MODELED GRAVITY -    979,148.8   (mgal)                       NAVD 88
 DP2732
 DP2732  VERT ORDER      -  FIRST     CLASS II
 DP2732
 DP2732.The horizontal coordinates were established by autonomous hand held GPS
 DP2732.observations and have an estimated accuracy of +/- 10 meters.
 DP2732
 DP2732.The orthometric height was determined by differential leveling and
 DP2732.adjusted by the NATIONAL GEODETIC SURVEY
 DP2732.in January 2015.
 DP2732
 DP2732.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2732.GEOID18 height accuracy estimate available here.
 DP2732
 DP2732.Click photographs - Photos may exist for this station.
 DP2732
 DP2732.The dynamic height is computed by dividing the NAVD 88
 DP2732.geopotential number by the normal gravity value computed on the
 DP2732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2732.degrees latitude (g = 980.6199 gals.).
 DP2732
 DP2732.The modeled gravity was interpolated from observed gravity values.
 DP2732
 DP2732;                    North         East    Units  Estimated Accuracy
 DP2732;SPC FL W     -   361,633.      215,598.      MT  (+/- 10 meters HH2 GPS)
 DP2732
 DP2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1690552914(NAD 83)
 DP2732
 DP2732                          SUPERSEDED SURVEY CONTROL
 DP2732
 DP2732.No superseded survey control is available for this station.
 DP2732
 DP2732_MARKER: DD = SURVEY DISK
 DP2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2732_STAMPING: 579770 B 2009
 DP2732_MARK LOGO: SWFWMD
 DP2732_PROJECTION: RECESSED 5 CENTIMETERS
 DP2732_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2732+STABILITY: SURFACE MOTION
 DP2732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2732+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2013
 DP2732
 DP2732  HISTORY     - Date     Condition        Report By
 DP2732  HISTORY     - 2009     MONUMENTED       SWFWMD
 DP2732  HISTORY     - 20130717 GOOD             FLDEP
 DP2732
 DP2732                          STATION DESCRIPTION
 DP2732
 DP2732'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP2732'THE MARK IS ABOUT 6.3 MI (10.1 KM) EAST OF FORT GREEN, 3.9 MI (6.3 KM)
 DP2732'NORTH-NORTHWEST OF WAUCHULA, 3.0 MI (4.8 KM) SOUTH-SOUTHWEST OF
 DP2732'BOWLING GREEN, IN SECTION 20, TOWNSHIP 33 SOUTH, RANGE 25 EAST.  THE
 DP2732'KEY CAN BE OBTAINED FROM SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP2732'
 DP2732'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DP2732'ROAD 62 IN WAUCHULA, GO WEST ON STATE ROAD 62 FOR 1.2 MI (1.9 KM) TO
 DP2732'THE JUNCTION OF A DIM ACCESS ROAD LEADING TO A WELL SITE LOCATED ABOUT
 DP2732'125.0 FT (38.1 M) WEST OF ADDRESS 770 STATE ROAD 62.  TURN RIGHT ON
 DP2732'THE DIM ACCESS ROAD AND GO NORTH PASSING THROUGH A METAL LOCKED GATE
 DP2732'FOR 0.15 MI (0.2 KM) TO A WELL SITE AND THE MARK, SET IN THE TOP OF A
 DP2732'ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DP2732'GROUND AND LEVEL WITH THE GATED DIM ACCESS ROAD.
 DP2732'
 DP2732'LOCATED 215.6 FT (65.7 M) NORTH-NORTHEAST OF THE APPROXIMATE
 DP2732'CENTERLINE OF THE GATED DIM ACCESS ROAD LEADING TO THE WELL SITE, 80.8
 DP2732'FT (24.6 M) EAST OF THE HOG WIRE FENCE, 69.6 FT (21.2 M) SOUTH OF
 DP2732'SURVEY MARK 579770 A, 1.5 FT (0.5 M) NORTH OF THE NORTHERN MOST METAL
 DP2732'BOX FOR THE WELL MONITOR AND 1.2 FT (0.4 M) SOUTH OF A CARSONITE
 DP2732'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7206 ***********************************************************************
 AK7206  DESIGNATION -  58
 AK7206  PID         -  AK7206
 AK7206  STATE/COUNTY-  FL/ORANGE
 AK7206  COUNTRY     -  US
 AK7206  USGS QUAD   -  OVIEDO SW (2018)
 AK7206
 AK7206                         *CURRENT SURVEY CONTROL
 AK7206  ______________________________________________________________________
 AK7206* NAD 83(1986) POSITION- 28 34 06.     (N) 081 13 00.     (W)   SCALED
 AK7206* NAVD 88 ORTHO HEIGHT -    22.098 (meters)       72.50  (feet) ADJUSTED
 AK7206  ______________________________________________________________________
 AK7206  GEOID HEIGHT    -        -27.891 (meters)                     GEOID18
 AK7206  DYNAMIC HEIGHT  -         22.066 (meters)       72.39  (feet) COMP
 AK7206  MODELED GRAVITY -    979,206.3   (mgal)                       NAVD 88
 AK7206
 AK7206  VERT ORDER      -  SECOND    CLASS I
 AK7206
 AK7206.The horizontal coordinates were scaled from a map and have
 AK7206.an estimated accuracy of +/- 6 seconds.
 AK7206
 AK7206.The orthometric height was determined by differential leveling and
 AK7206.adjusted by the NATIONAL GEODETIC SURVEY
 AK7206.in December 1995.
 AK7206
 AK7206.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7206.GEOID18 height accuracy estimate available here.
 AK7206
 AK7206.Click photographs - Photos may exist for this station.
 AK7206
 AK7206.The dynamic height is computed by dividing the NAVD 88
 AK7206.geopotential number by the normal gravity value computed on the
 AK7206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7206.degrees latitude (g = 980.6199 gals.).
 AK7206
 AK7206.The modeled gravity was interpolated from observed gravity values.
 AK7206
 AK7206;                    North         East    Units  Estimated Accuracy
 AK7206;SPC FL E     -   469,210.      178,800.      MT  (+/- 180 meters Scaled)
 AK7206
 AK7206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM788601(NAD 83)
 AK7206
 AK7206                          SUPERSEDED SURVEY CONTROL
 AK7206
 AK7206.No superseded survey control is available for this station.
 AK7206
 AK7206_MARKER: DD = SURVEY DISK
 AK7206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7206_STAMPING: B.M. 58 ELEV. 73.73
 AK7206_MARK LOGO: FLDT
 AK7206_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7206+STABILITY: SURFACE MOTION
 AK7206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK7206+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1997
 AK7206
 AK7206  HISTORY     - Date     Condition        Report By
 AK7206  HISTORY     - UNK      MONUMENTED       FLDT
 AK7206  HISTORY     - 19900326 GOOD             FL-095
 AK7206  HISTORY     - 19970220 GOOD             FLDEP
 AK7206  HISTORY     - 19970923 MARK NOT FOUND   USPSQD
 AK7206
 AK7206                          STATION DESCRIPTION
 AK7206
 AK7206'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7206'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7206'SOUTH SIDE OF SR 50, ABOUT 100 FT (30.5 M) SOUTH OF THE CENTER LINE
 AK7206'OF SR 50, ABOUT 45 FT (13.7 M) EAST OF CENTER LINE OF ROUSE LAKE
 AK7206'ROAD, AND ABOUT 270 FT (82.3 M) WEST OF CENTER LINE OF ARMONE STREET.
 AK7206'T22S, R31E, SECTION 21. (DESCRIPTION SOURCE--THE ORANGE COUNTY
 AK7206'ENGINEERING DEPARTMENT.)
 AK7206
 AK7206                          STATION RECOVERY (1997)
 AK7206
 AK7206'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM)
 AK7206'THE MARK IS ABOUT 11.5 MI (18.5 KM) EAST OF ORLANDO, 5.8 MI (9.3 KM)
 AK7206'WEST OF BITHLO ON THE SOUTH SIDE OF STATE ROAD 50 (COLONIAL DRIVE) IN
 AK7206'SECTION 21, TOWNSHIP 22 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM
 AK7206'THE POST OFFICE IN UNION PARK, AT THE INTERSECTION OF STATE ROAD 50
 AK7206'(COLONIAL DRIVE) AND ECONLACKHATCHEE TRAIL, GO EAST ON STATE ROAD 50
 AK7206'(COLONIAL DRIVE) FOR 2.25 MI (3.62 KM) TO THE MARK ON THE RIGHT, A
 AK7206'3-INCH ORANGE COUNTY BRASS DISK, SET IN THE TOP OF A 4-INCH SQUARE
 AK7206'PREFABRICATED CONCRETE POST FLUSH WITH GROUND AND LEVEL WITH STATE
 AK7206'ROAD 50. LOCATED 187.8 FT (57.2 M) WEST OF A FIRE HYDRANT, 157.0 FT
 AK7206'(47.9 M) EAST-SOUTHEAST OF THE NORTH END OF A UNION PARK MOTEL SIGN,
 AK7206'99.2 FT (30.2 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 AK7206'STATE ROAD 50, 52.6 FT (16.0 M) EAST OF POWER POLE NUMBER 979044
 AK7206'(1450722063975) , 51.3 FT (15.6 M) WEST-NORTHWEST OF A CONCTRETE
 AK7206'RIGHT-OF-WAY MARKER AND 0.6 FT (18.3 CM) NORTH OF A METAL WITNESS
 AK7206'POST.
 AK7206
 AK7206                          STATION RECOVERY (1997)
 AK7206
 AK7206'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7206'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP8023 ***********************************************************************
 DP8023  DESIGNATION -  58 07 A03V
 DP8023  PID         -  DP8023
 DP8023  STATE/COUNTY-  FL/SANTA ROSA
 DP8023  COUNTRY     -  US
 DP8023  USGS QUAD   -  MILTON SOUTH (2018)
 DP8023
 DP8023                         *CURRENT SURVEY CONTROL
 DP8023  ______________________________________________________________________
 DP8023* NAD 83(1986) POSITION- 30 37 27.84   (N) 087 02 04.28   (W)   HD_HELD1
 DP8023* NAVD 88 ORTHO HEIGHT -     6.512 (meters)       21.36  (feet) ADJUSTED
 DP8023  ______________________________________________________________________
 DP8023  GEOID HEIGHT    -        -27.395 (meters)                     GEOID18
 DP8023  DYNAMIC HEIGHT  -          6.504 (meters)       21.34  (feet) COMP
 DP8023  MODELED GRAVITY -    979,364.5   (mgal)                       NAVD 88
 DP8023
 DP8023  VERT ORDER      -  FIRST     CLASS II
 DP8023
 DP8023.The horizontal coordinates were determined by differentially corrected
 DP8023.hand held GPS observations or other comparable positioning techniques
 DP8023.and have an estimated accuracy of +/- 3 meters.
 DP8023
 DP8023.The orthometric height was determined by differential leveling and
 DP8023.adjusted by the NATIONAL GEODETIC SURVEY
 DP8023.in October 2015.
 DP8023
 DP8023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8023.GEOID18 height accuracy estimate available here.
 DP8023
 DP8023.Click photographs - Photos may exist for this station.
 DP8023
 DP8023.The dynamic height is computed by dividing the NAVD 88
 DP8023.geopotential number by the normal gravity value computed on the
 DP8023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8023.degrees latitude (g = 980.6199 gals.).
 DP8023
 DP8023.The modeled gravity was interpolated from observed gravity values.
 DP8023
 DP8023;                    North         East    Units  Estimated Accuracy
 DP8023;SPC FL N     -   182,764.5     357,023.6     MT  (+/- 3 meters HH1 GPS) 
 DP8023
 DP8023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU9669187977(NAD 83)
 DP8023
 DP8023                          SUPERSEDED SURVEY CONTROL
 DP8023
 DP8023.No superseded survey control is available for this station.
 DP8023
 DP8023_MARKER: DD = SURVEY DISK
 DP8023_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP8023_SP_SET: GUARD RAIL
 DP8023_STAMPING: 58 07 A03V
 DP8023_MARK LOGO: FLDT
 DP8023_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP8023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8023+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2022
 DP8023
 DP8023  HISTORY     - Date     Condition        Report By
 DP8023  HISTORY     - UNK      MONUMENTED       FLDT
 DP8023  HISTORY     - 20150324 GOOD             FLDEP
 DP8023  HISTORY     - 20221214 GOOD             FLDEP
 DP8023
 DP8023                          STATION DESCRIPTION
 DP8023
 DP8023'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DP8023'THE MARK IS ABOUT 7.7 MI (12.4 KM) EAST-NORTHEAST OF PACE, 3.5 MI (5.6
 DP8023'KM) NORTHWEST OF WARD BASIN, 0.6 MI (1.0 KM) SOUTH-SOUTHEAST OF
 DP8023'MILTON, IN SECTION 3, TOWNSHIP 1 NORTH, RANGE 29 WEST.
 DP8023'
 DP8023'TO REACH THE MARK FROM THE INTERSECTION OF EAST MILTON ROAD, STATE
 DP8023'ROAD 87 AND U.S. HIGHWAY 90 ABOUT 4.0 MI (6.4 KM) EAST OF MILTON, GO
 DP8023'WEST ON U.S. HIGHWAY 90 FOR 4.0 MI (6.4 KM) TO THE NORTHEAST CORNER OF
 DP8023'THE BLACKWATER RIVER BRIDGE AND THE MARK ON THE RIGHT.  THE MARK CAN
 DP8023'ALSO BE REACHED FROM THE SANTA ROSA COURT HOUSE IN MILTON, GO
 DP8023'NORTHEAST ON U.S. HIGHWAY 90 FOR 0.15 MI (0.2 KM) TO THE NORTHEAST
 DP8023'CORNER OF THE BLACKWATER RIVER BRIDGE AND THE MARK ON THE LEFT, SET
 DP8023'FLUSH IN THE TOP OF A CONCRETE BRIDGE GUARD RAIL ABOUT 2.8 FT (0.9 M)
 DP8023'ABOVE THE LEVEL OF U.S. HIGHWAY 90.
 DP8023'
 DP8023'LOCATED 16.6 FT (5.1 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DP8023'U.S. HIGHWAY 90, 11.5 FT (3.5 M) SOUTHEAST OF A METAL LIGHT POLE AND
 DP8023'7.7 FT (2.3 M) SOUTHWEST OF THE NORTHEAST END OF A CONCRETE GUARD
 DP8023'RAIL.
 DP8023
 DP8023                          STATION RECOVERY (2022)
 DP8023
 DP8023'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 DP8023'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP8038 ***********************************************************************
 DP8038  DESIGNATION -  58 11 D04V
 DP8038  PID         -  DP8038
 DP8038  STATE/COUNTY-  FL/SANTA ROSA
 DP8038  COUNTRY     -  US
 DP8038  USGS QUAD   -  GARCON POINT (2018)
 DP8038
 DP8038                         *CURRENT SURVEY CONTROL
 DP8038  ______________________________________________________________________
 DP8038* NAD 83(1986) POSITION- 30 28 21.0    (N) 087 04 57.8    (W)   HD_HELD2
 DP8038* NAVD 88 ORTHO HEIGHT -     3.105 (meters)       10.19  (feet) ADJUSTED
 DP8038  ______________________________________________________________________
 DP8038  GEOID HEIGHT    -        -27.362 (meters)                     GEOID18
 DP8038  DYNAMIC HEIGHT  -          3.101 (meters)       10.17  (feet) COMP
 DP8038  MODELED GRAVITY -    979,355.6   (mgal)                       NAVD 88
 DP8038
 DP8038  VERT ORDER      -  SECOND    CLASS I
 DP8038
 DP8038.The horizontal coordinates were established by autonomous hand held GPS
 DP8038.observations and have an estimated accuracy of +/- 10 meters.
 DP8038
 DP8038.The orthometric height was determined by differential leveling and
 DP8038.adjusted by the NATIONAL GEODETIC SURVEY
 DP8038.in October 2015.
 DP8038
 DP8038.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8038.GEOID18 height accuracy estimate available here.
 DP8038
 DP8038.Click photographs - Photos may exist for this station.
 DP8038
 DP8038.The dynamic height is computed by dividing the NAVD 88
 DP8038.geopotential number by the normal gravity value computed on the
 DP8038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8038.degrees latitude (g = 980.6199 gals.).
 DP8038
 DP8038.The modeled gravity was interpolated from observed gravity values.
 DP8038
 DP8038;                    North         East    Units  Estimated Accuracy
 DP8038;SPC FL N     -   166,033.      352,022.      MT  (+/- 10 meters HH2 GPS)
 DP8038
 DP8038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU9205971146(NAD 83)
 DP8038
 DP8038                          SUPERSEDED SURVEY CONTROL
 DP8038
 DP8038.No superseded survey control is available for this station.
 DP8038
 DP8038_MARKER: DD = SURVEY DISK
 DP8038_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP8038_SP_SET: CULVERT HEADWALL
 DP8038_STAMPING: 58 11 D04V
 DP8038_MARK LOGO: FLDT
 DP8038_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8038+STABILITY: SURFACE MOTION
 DP8038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8038+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 DP8038
 DP8038  HISTORY     - Date     Condition        Report By
 DP8038  HISTORY     - UNK      MONUMENTED       FLDT
 DP8038  HISTORY     - 20150325 GOOD             FLDEP
 DP8038
 DP8038                          STATION DESCRIPTION
 DP8038
 DP8038'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DP8038'THE MARK IS ABOUT 9.3 MI (15.0 KM) SOUTH-SOUTHWEST OF WARD BASIN, 8.8
 DP8038'MI (14.2 KM) EAST-NORTHEAST OF PENSACOLA, 6.8 MI (10.9 KM) NORTH OF
 DP8038'ORIOLE BEACH, IN SECTION 24, TOWNSHIP 1 SOUTH, RANGE 28 WEST.
 DP8038'
 DP8038'TO REACH THE MARK FROM THE INTERSECTION OF THE I-10 OVERPASS AND STATE
 DP8038'ROAD 281 (AVALON BOULEVARD), ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF
 DP8038'MILTON, GO SOUTH ON STATE ROAD 281 (AVALON BOULEVARD) FOR 3.9 MI (6.3
 DP8038'KM) TO THE INTERSECTION OF COUNTY ROAD 191 (GARCON POINT ROAD) ON THE
 DP8038'LEFT AND MARY GARZON WAY ON THE RIGHT.  CONTINUE SOUTHWEST ON STATE
 DP8038'ROAD 281 (AVALON BOULEVARD) FOR 0.45 MI (0.7 KM) TO A CULVERT CROSSING
 DP8038'AND THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE CULVERT
 DP8038'HEADWALL ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 281
 DP8038'(AVALON BOULEVARD).
 DP8038'
 DP8038'LOCATED 98.5 FT (30.0 M) EAST-NORTHEAST OF POWER POLE NUMBER P-116667,
 DP8038'47.0 FT (14.3 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 DP8038'281 (AVALON BOULEVARD), 11.7 FT (3.6 M) NORTHEAST OF THE SOUTHWEST END
 DP8038'OF THE HEADWALL AND 11.7 FT (3.6 M) NORTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP8035 ***********************************************************************
 DP8035  DESIGNATION -  58 11 D08V
 DP8035  PID         -  DP8035
 DP8035  STATE/COUNTY-  FL/SANTA ROSA
 DP8035  COUNTRY     -  US
 DP8035  USGS QUAD   -  MILTON SOUTH (2018)
 DP8035
 DP8035                         *CURRENT SURVEY CONTROL
 DP8035  ______________________________________________________________________
 DP8035* NAD 83(1986) POSITION- 30 30 51.7    (N) 087 05 12.7    (W)   HD_HELD2
 DP8035* NAVD 88 ORTHO HEIGHT -     6.512 (meters)       21.36  (feet) ADJUSTED
 DP8035  ______________________________________________________________________
 DP8035  GEOID HEIGHT    -        -27.383 (meters)                     GEOID18
 DP8035  DYNAMIC HEIGHT  -          6.504 (meters)       21.34  (feet) COMP
 DP8035  MODELED GRAVITY -    979,354.4   (mgal)                       NAVD 88
 DP8035
 DP8035  VERT ORDER      -  SECOND    CLASS I
 DP8035
 DP8035.The horizontal coordinates were established by autonomous hand held GPS
 DP8035.observations and have an estimated accuracy of +/- 10 meters.
 DP8035
 DP8035.The orthometric height was determined by differential leveling and
 DP8035.adjusted by the NATIONAL GEODETIC SURVEY
 DP8035.in October 2015.
 DP8035
 DP8035.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8035.GEOID18 height accuracy estimate available here.
 DP8035
 DP8035.Click photographs - Photos may exist for this station.
 DP8035
 DP8035.The dynamic height is computed by dividing the NAVD 88
 DP8035.geopotential number by the normal gravity value computed on the
 DP8035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8035.degrees latitude (g = 980.6199 gals.).
 DP8035
 DP8035.The modeled gravity was interpolated from observed gravity values.
 DP8035
 DP8035;                    North         East    Units  Estimated Accuracy
 DP8035;SPC FL N     -   170,682.      351,730.      MT  (+/- 10 meters HH2 GPS)
 DP8035
 DP8035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU9166575786(NAD 83)
 DP8035
 DP8035                          SUPERSEDED SURVEY CONTROL
 DP8035
 DP8035.No superseded survey control is available for this station.
 DP8035
 DP8035_MARKER: DD = SURVEY DISK
 DP8035_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP8035_SP_SET: BRIDGE GUARD RAIL
 DP8035_STAMPING: 58 11 D08V
 DP8035_MARK LOGO: FLDT
 DP8035_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP8035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8035+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2015
 DP8035
 DP8035  HISTORY     - Date     Condition        Report By
 DP8035  HISTORY     - UNK      MONUMENTED       FLDT
 DP8035  HISTORY     - 20150325 GOOD             FLDEP
 DP8035
 DP8035                          STATION DESCRIPTION
 DP8035
 DP8035'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DP8035'THE MARK IS ABOUT 8.6 MI (13.8 KM) SOUTH-SOUTHWEST OF MILTON, 7.3 MI
 DP8035'(11.8 KM) SOUTHEAST OF PACE, 7.2 MI (11.7 KM) SOUTHWEST OF WARD BASIN,
 DP8035'IN SECTION 10, TOWNSHIP 1 SOUTH, RANGE 28 WEST.
 DP8035'
 DP8035'TO REACH THE MARK FROM THE INTERSECTION OF THE I-10 OVERPASS AND STATE
 DP8035'ROAD 281 (AVALON BOULEVARD), ABOUT 6.7 MI (10.8 KM) SOUTHWEST OF
 DP8035'MILTON, GO SOUTH ON STATE ROAD 281 (AVALON BOULEVARD) FOR 1.35 MI (2.2
 DP8035'KM) TO THE NORTHWEST CORNER OF THE TROUT BAYOU BRIDGE ON THE RIGHT AND
 DP8035'THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE GUARD RAIL ABOUT
 DP8035'2.8 FT (0.9 M) ABOVE THE LEVEL OF STATE ROAD 281 (AVALON BOULEVARD).
 DP8035'
 DP8035'LOCATED 22.8 FT (6.9 M) WEST OF THE APPROXIMATE CENTERLINE OF STATE
 DP8035'ROAD 281 (AVALON BOULEVARD) AND 1.5 FT (0.5 M) SOUTHEAST OF THE
 DP8035'NORTHWEST END OF A CONCRETE GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4968 ***********************************************************************
 BG4968  DESIGNATION -  58 91 GPS1
 BG4968  PID         -  BG4968
 BG4968  STATE/COUNTY-  FL/SANTA ROSA
 BG4968  COUNTRY     -  US
 BG4968  USGS QUAD   -  NAVARRE (2018)
 BG4968
 BG4968                         *CURRENT SURVEY CONTROL
 BG4968  ______________________________________________________________________
 BG4968* NAD 83(2011) POSITION- 30 24 14.62850(N) 086 52 16.83634(W)   ADJUSTED
 BG4968* NAD 83(2011) ELLIP HT-   -21.776 (meters)        (06/27/12)   ADJUSTED
 BG4968* NAD 83(2011) EPOCH   -  2010.00
 BG4968* NAVD 88 ORTHO HEIGHT -     5.5   (meters)       18.    (feet) GPS OBS
 BG4968  ______________________________________________________________________
 BG4968  NAVD 88 orthometric height was determined with an earlier geoid model
 BG4968  GEOID HEIGHT    -        -27.265 (meters)                     GEOID18
 BG4968  NAD 83(2011) X  -    300,491.603 (meters)                     COMP
 BG4968  NAD 83(2011) Y  - -5,497,498.592 (meters)                     COMP
 BG4968  NAD 83(2011) Z  -  3,209,075.125 (meters)                     COMP
 BG4968  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 BG4968
 BG4968  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BG4968  Standards:
 BG4968         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BG4968            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BG4968  -------------------------------------------------------------------
 BG4968  NETWORK    0.98   2.02           0.40   0.40   1.03     -0.04111282
 BG4968  -------------------------------------------------------------------
 BG4968  Click here for local accuracies and other accuracy information.
 BG4968
 BG4968.The horizontal coordinates were established by GPS observations
 BG4968.and adjusted by the National Geodetic Survey in June 2012.
 BG4968
 BG4968.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BG4968.been affixed to the stable North American tectonic plate. See 
 BG4968.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BG4968
 BG4968.The horizontal coordinates are valid at the epoch date displayed above
 BG4968.which is a decimal equivalence of Year/Month/Day.
 BG4968
 BG4968.The orthometric height was determined by GPS observations and a
 BG4968.high-resolution geoid model.
 BG4968
 BG4968.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4968.GEOID18 height accuracy estimate available here.
 BG4968
 BG4968.Click photographs - Photos may exist for this station.
 BG4968
 BG4968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4968
 BG4968.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG4968
 BG4968.The ellipsoidal height was determined by GPS observations
 BG4968.and is referenced to NAD 83.
 BG4968
 BG4968. The following values were computed from the NAD 83(2011) position.
 BG4968
 BG4968;                    North         East     Units Scale Factor Converg.
 BG4968;SPC FL N     -   158,007.279   372,156.724   MT  0.99995694   -1 11 30.0
 BG4968;SPC FL N     -   518,395.55  1,220,984.19   sFT  0.99995694   -1 11 30.0
 BG4968;UTM  16      - 3,363,567.260   512,358.057   MT  0.99960188   +0 03 54.4
 BG4968
 BG4968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4968!SPC FL N     -   1.00000342  x   0.99995694  =   0.99996036
 BG4968!UTM  16      -   1.00000342  x   0.99960188  =   0.99960530
 BG4968
 BG4968:                Primary Azimuth Mark                     Grid Az
 BG4968:SPC FL N     -  58 91 GPS2                               009 49 52.1
 BG4968:UTM  16      -  58 91 GPS2                               008 34 27.7
 BG4968
 BG4968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU1235863567(NAD 83)
 BG4968
 BG4968|---------------------------------------------------------------------|
 BG4968| PID    Reference Object                     Distance      Geod. Az  |
 BG4968|                                                           dddmmss.s |
 BG4968| BG4969 58 91 GPS2                          APPROX. 0.7 KM 0083822.1 |
 BG4968|---------------------------------------------------------------------|
 BG4968
 BG4968                          SUPERSEDED SURVEY CONTROL
 BG4968
 BG4968  NAD 83(2007)-  30 24 14.62896(N)    086 52 16.83651(W) AD(2002.00) 0
 BG4968  ELLIP H (02/10/07)  -21.750  (m)                       GP(2002.00)    
 BG4968  NAD 83(1999)-  30 24 14.62827(N)    086 52 16.83692(W) AD(       ) 1
 BG4968  ELLIP H (06/19/01)  -21.670  (m)                       GP(       ) 4 1
 BG4968  ELLIP H (09/29/95)  -21.536  (m)                       GP(       ) 4 1
 BG4968  NAD 83(1990)-  30 24 14.62786(N)    086 52 16.83539(W) AD(       ) 1
 BG4968  NAD 83(1990)-  30 24 14.62768(N)    086 52 16.83527(W) AD(       ) 1
 BG4968  NAVD 88 (06/02/92)    5.6    (m)  GEOID90  model used  GPS OBS        
 BG4968
 BG4968.Superseded values are not recommended for survey control.
 BG4968
 BG4968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4968.See file dsdata.pdf to determine how the superseded data were derived.
 BG4968
 BG4968_MARKER: DD = SURVEY DISK
 BG4968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4968_STAMPING: 58 91 GPS1
 BG4968_MARK LOGO: FLDT
 BG4968_PROJECTION: FLUSH
 BG4968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4968+STABILITY: SURFACE MOTION
 BG4968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4968+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1995
 BG4968
 BG4968  HISTORY     - Date     Condition        Report By
 BG4968  HISTORY     - 1991     MONUMENTED       FLDT
 BG4968  HISTORY     - 19950107 GOOD             BDE
 BG4968  HISTORY     - 20020507 POOR             USPSQD
 BG4968  HISTORY     - 20150408 MARK NOT FOUND   FLDEP
 BG4968
 BG4968                          STATION DESCRIPTION
 BG4968
 BG4968'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BG4968'THE STATION IS LOCATED IN THE NORTH END OF THE WYE FORMED BY THE
 BG4968'INTERSECTION OF US HWY 98 AND STATE ROAD 87 IN NAVARRE, FLORIDA.
 BG4968'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 98 AND STATE
 BG4968'ROAD87 IN NAVARRE, GO NORTH 0.40 KM (0.25 MI) ALONG STATE ROAD 87, THE
 BG4968'STATION IS LOCATED IN THE ISLAND FORMED BY THE STATE ROAD 87 AND US
 BG4968'HWY 98 INTERSECTION.
 BG4968'THE STATION IS AT GROUND LEVEL. LOCATED 12.47 M (40.9 FT)
 BG4968'NORTHEASTERLY FROM A POWER POLE, 17.71 M (58.1 FT) NORTHWESTERLY FROM
 BG4968'A POWER POLE, 14.26 M (46.8 FT) NORTHWESTERLY OF CGS BENCH MARK NO.
 BG4968'TT 46 G, 12.31 M (40.4 FT) SOUTHEASTERLY OF THE CENTERLINE OF
 BG4968'PAVEMENTOF STATE ROAD 87, 22.55 M (74.0 FT) SOUTHWESTERLY OF THE
 BG4968'CENTERLINE OFPAVEMENT OF STATE ROAD 87, AND 5.88 M (19.3 FT) NORTH OF
 BG4968'A METAL      WITNESS POST.
 BG4968
 BG4968                          STATION RECOVERY (1995)
 BG4968
 BG4968'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (DRJ)
 BG4968'RECOVERED AS DESCRIBED.
 BG4968
 BG4968                          STATION RECOVERY (2002)
 BG4968
 BG4968'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCH)
 BG4968'MARK RECOVERED IN POOR CONDITION.
 BG4968
 BG4968                          STATION RECOVERY (2015)
 BG4968
 BG4968'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (MAH)
 BG4968'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4969 ***********************************************************************
 BG4969  DESIGNATION -  58 91 GPS2
 BG4969  PID         -  BG4969
 BG4969  STATE/COUNTY-  FL/SANTA ROSA
 BG4969  COUNTRY     -  US
 BG4969  USGS QUAD   -  NAVARRE (2018)
 BG4969
 BG4969                         *CURRENT SURVEY CONTROL
 BG4969  ______________________________________________________________________
 BG4969* NAD 83(2011) POSITION- 30 24 35.83916(N) 086 52 13.11812(W)   ADJUSTED
 BG4969* NAD 83(2011) ELLIP HT-   -17.181 (meters)        (06/27/12)   ADJUSTED
 BG4969* NAD 83(2011) EPOCH   -  2010.00
 BG4969* NAVD 88 ORTHO HEIGHT -    10.1   (meters)       33.    (feet) GPS OBS
 BG4969  ______________________________________________________________________
 BG4969  NAVD 88 orthometric height was determined with geoid model    GEOID90
 BG4969  GEOID HEIGHT    -        -27.750 (meters)                     GEOID90
 BG4969  GEOID HEIGHT    -        -27.266 (meters)                     GEOID18
 BG4969  NAD 83(2011) X  -    300,572.871 (meters)                     COMP
 BG4969  NAD 83(2011) Y  - -5,497,167.033 (meters)                     COMP
 BG4969  NAD 83(2011) Z  -  3,209,640.774 (meters)                     COMP
 BG4969  LAPLACE CORR    -          0.42  (seconds)                    DEFLEC18
 BG4969
 BG4969  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BG4969  Standards:
 BG4969         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BG4969            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BG4969  -------------------------------------------------------------------
 BG4969  NETWORK    0.91   2.20           0.37   0.37   1.12      0.16552066
 BG4969  -------------------------------------------------------------------
 BG4969  Click here for local accuracies and other accuracy information.
 BG4969
 BG4969.The horizontal coordinates were established by GPS observations
 BG4969.and adjusted by the National Geodetic Survey in June 2012.
 BG4969
 BG4969.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BG4969.been affixed to the stable North American tectonic plate. See 
 BG4969.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BG4969
 BG4969.The horizontal coordinates are valid at the epoch date displayed above
 BG4969.which is a decimal equivalence of Year/Month/Day.
 BG4969
 BG4969.The orthometric height was determined by GPS observations and a
 BG4969.high-resolution geoid model.
 BG4969
 BG4969.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4969.GEOID18 height accuracy estimate available here.
 BG4969
 BG4969.Click photographs - Photos may exist for this station.
 BG4969
 BG4969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4969
 BG4969.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG4969
 BG4969.The ellipsoidal height was determined by GPS observations
 BG4969.and is referenced to NAD 83.
 BG4969
 BG4969. The following values were computed from the NAD 83(2011) position.
 BG4969
 BG4969;                    North         East     Units Scale Factor Converg.
 BG4969;SPC FL N     -   158,658.212   372,269.524   MT  0.99995737   -1 11 28.1
 BG4969;SPC FL N     -   520,531.15  1,221,354.26   sFT  0.99995737   -1 11 28.1
 BG4969;UTM  16      - 3,364,220.279   512,456.518   MT  0.99960191   +0 03 56.3
 BG4969
 BG4969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4969!SPC FL N     -   1.00000270  x   0.99995737  =   0.99996007
 BG4969!UTM  16      -   1.00000270  x   0.99960191  =   0.99960461
 BG4969
 BG4969:                Primary Azimuth Mark                     Grid Az
 BG4969:SPC FL N     -  58 91 GPS1                               189 49 52.1
 BG4969:UTM  16      -  58 91 GPS1                               188 34 27.7
 BG4969
 BG4969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU1245664220(NAD 83)
 BG4969
 BG4969|---------------------------------------------------------------------|
 BG4969| PID    Reference Object                     Distance      Geod. Az  |
 BG4969|                                                           dddmmss.s |
 BG4969| BG4968 58 91 GPS1                          APPROX. 0.7 KM 1883824.0 |
 BG4969|---------------------------------------------------------------------|
 BG4969
 BG4969                          SUPERSEDED SURVEY CONTROL
 BG4969
 BG4969  NAD 83(2007)-  30 24 35.83954(N)    086 52 13.11844(W) AD(2002.00) 0
 BG4969  ELLIP H (02/10/07)  -17.174  (m)                       GP(2002.00)    
 BG4969  NAD 83(1999)-  30 24 35.83889(N)    086 52 13.11883(W) AD(       ) 1
 BG4969  ELLIP H (07/06/01)  -17.096  (m)                       GP(       ) 4 2
 BG4969  NAD 83(1990)-  30 24 35.83845(N)    086 52 13.11731(W) AD(       ) 1
 BG4969  NAD 83(1990)-  30 24 35.83827(N)    086 52 13.11718(W) AD(       ) 1
 BG4969
 BG4969.Superseded values are not recommended for survey control.
 BG4969
 BG4969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4969.See file dsdata.pdf to determine how the superseded data were derived.
 BG4969
 BG4969_MARKER: DD = SURVEY DISK
 BG4969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4969_STAMPING: 58 91 GPS2
 BG4969_MARK LOGO: FLDT
 BG4969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4969+STABILITY: SURFACE MOTION
 BG4969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4969+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BG4969
 BG4969  HISTORY     - Date     Condition        Report By
 BG4969  HISTORY     - 1991     MONUMENTED       FLDT
 BG4969  HISTORY     - 19961102 POOR             USPSQD
 BG4969  HISTORY     - 20150408 MARK NOT FOUND   FLDEP
 BG4969
 BG4969                          STATION DESCRIPTION
 BG4969
 BG4969'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BG4969'THE STATION IS LOCATED 1.05 KM (0.65 MI) NORTH OF NAVARRE ON THE WEST
 BG4969'SIDE OF STATE ROAD 87 IN FRONT OF THE NAVARRE LUMBER AND SUPPLY CO.
 BG4969'BLDG.
 BG4969'THE REACH THE STATION FROM THE INTERSECTION OF US HWY 98 AND STATE
 BG4969'ROAD 87, GO NORTH 1.05 KM (0.65 MI) ALONG STATE ROAD 87 TO THE
 BG4969'STATIONON THE LEFT.
 BG4969'THE STATION IS AT GROUND LEVEL. LOCATED 12.5 M (41.0 FT) SOUTHERLY
 BG4969'FROM A UTILITY POLE, 11.67 M (38.3 FT) SOUTHEASTERLY FROM A CHAIN
 BG4969'LINKFENCE CORNER, 29.38 M (96.4 FT) EASTERLY OF THE SOUTHEAST CORNER
 BG4969'OF   THE NAVARRE LUMBER AND SUPPLY COMPANY BLDG., 19.39 M (63.6 FT)
 BG4969'NORTH  OF THE CENTERLINE OF PAVED ROADWAY, AND 8.20 M (26.9 FT) WEST
 BG4969'OF THE  CENTERLINE OF PAVEMENT OF STATE ROAD 87.
 BG4969
 BG4969                          STATION RECOVERY (1996)
 BG4969
 BG4969'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG4969'MARK RECOVERED IN POOR CONDITION.
 BG4969
 BG4969                          STATION RECOVERY (2015)
 BG4969
 BG4969'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (MAH)
 BG4969'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4970 ***********************************************************************
 BG4970  DESIGNATION -  58 91 GPS3
 BG4970  PID         -  BG4970
 BG4970  STATE/COUNTY-  FL/SANTA ROSA
 BG4970  COUNTRY     -  US
 BG4970  USGS QUAD   -  HOLLEY (2018)
 BG4970
 BG4970                         *CURRENT SURVEY CONTROL
 BG4970  ______________________________________________________________________
 BG4970* NAD 83(2011) POSITION- 30 27 28.52637(N) 086 54 35.37750(W)   ADJUSTED
 BG4970* NAD 83(2011) ELLIP HT-   -19.401 (meters)        (06/27/12)   ADJUSTED
 BG4970* NAD 83(2011) EPOCH   -  2010.00
 BG4970* NAVD 88 ORTHO HEIGHT -     7.9   (meters)       26.    (feet) GPS OBS
 BG4970  ______________________________________________________________________
 BG4970  NAVD 88 orthometric height was determined with an earlier geoid model
 BG4970  GEOID HEIGHT    -        -27.292 (meters)                     GEOID18
 BG4970  NAD 83(2011) X  -    296,636.129 (meters)                     COMP
 BG4970  NAD 83(2011) Y  - -5,494,681.340 (meters)                     COMP
 BG4970  NAD 83(2011) Z  -  3,214,224.713 (meters)                     COMP
 BG4970  LAPLACE CORR    -          0.45  (seconds)                    DEFLEC18
 BG4970
 BG4970  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BG4970  Standards:
 BG4970         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BG4970            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BG4970  -------------------------------------------------------------------
 BG4970  NETWORK    1.10   2.12           0.46   0.44   1.08      0.02406660
 BG4970  -------------------------------------------------------------------
 BG4970  Click here for local accuracies and other accuracy information.
 BG4970
 BG4970.The horizontal coordinates were established by GPS observations
 BG4970.and adjusted by the National Geodetic Survey in June 2012.
 BG4970
 BG4970.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BG4970.been affixed to the stable North American tectonic plate. See 
 BG4970.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BG4970
 BG4970.The horizontal coordinates are valid at the epoch date displayed above
 BG4970.which is a decimal equivalence of Year/Month/Day.
 BG4970
 BG4970.The orthometric height was determined by GPS observations and a
 BG4970.high-resolution geoid model.
 BG4970
 BG4970.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4970.GEOID18 height accuracy estimate available here.
 BG4970
 BG4970.Click photographs - Photos may exist for this station.
 BG4970
 BG4970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4970
 BG4970.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG4970
 BG4970.The ellipsoidal height was determined by GPS observations
 BG4970.and is referenced to NAD 83.
 BG4970
 BG4970. The following values were computed from the NAD 83(2011) position.
 BG4970
 BG4970;                    North         East     Units Scale Factor Converg.
 BG4970;SPC FL N     -   164,054.191   368,585.873   MT  0.99996125   -1 12 39.6
 BG4970;SPC FL N     -   538,234.46  1,209,268.82   sFT  0.99996125   -1 12 39.6
 BG4970;UTM  16      - 3,369,532.266   508,656.765   MT  0.99960092   +0 02 44.6
 BG4970
 BG4970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4970!SPC FL N     -   1.00000305  x   0.99996125  =   0.99996430
 BG4970!UTM  16      -   1.00000305  x   0.99960092  =   0.99960397
 BG4970
 BG4970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU0865669532(NAD 83)
 BG4970
 BG4970                          SUPERSEDED SURVEY CONTROL
 BG4970
 BG4970  NAD 83(2007)-  30 27 28.52635(N)    086 54 35.37737(W) AD(2002.00) 0
 BG4970  ELLIP H (02/10/07)  -19.369  (m)                       GP(2002.00)    
 BG4970  NAD 83(1999)-  30 27 28.52637(N)    086 54 35.37839(W) AD(       ) 1
 BG4970  ELLIP H (06/19/01)  -19.392  (m)                       GP(       ) 4 1
 BG4970  ELLIP H (09/29/95)  -19.159  (m)                       GP(       ) 4 1
 BG4970  NAD 83(1990)-  30 27 28.52496(N)    086 54 35.37626(W) AD(       ) 1
 BG4970  NAD 83(1990)-  30 27 28.52444(N)    086 54 35.37511(W) AD(       ) 1
 BG4970  NAVD 88 (06/02/92)    7.9    (m)  GEOID90  model used  GPS OBS        
 BG4970
 BG4970.Superseded values are not recommended for survey control.
 BG4970
 BG4970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4970.See file dsdata.pdf to determine how the superseded data were derived.
 BG4970
 BG4970_MARKER: DD = SURVEY DISK
 BG4970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4970_STAMPING: 58 91 GPS3
 BG4970_MARK LOGO: FLDT
 BG4970_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4970+STABILITY: SURFACE MOTION
 BG4970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4970+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1995
 BG4970
 BG4970  HISTORY     - Date     Condition        Report By
 BG4970  HISTORY     - 1991     MONUMENTED       FLDT
 BG4970  HISTORY     - 19950111 GOOD             BDE
 BG4970
 BG4970                          STATION DESCRIPTION
 BG4970
 BG4970'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BG4970'THE STATION IS LOCATED 9.40 KM (5.85 MI) NORTH OF NAVARRE ON THE WEST
 BG4970'SIDE OF STATE ROAD 87 IN FRONT OF SNAKES FEED AND SEED.
 BG4970'THE REACH THE STATION FROM THE INTERSECTION OF US HWY 98 AND STATE
 BG4970'ROAD 87, GO NORTH 3.54 KM (2.20 MI) ALONG STATE ROAD 87 TO THE COUNTY
 BG4970'ROAD 399 CROSSROAD, CONTINUE STRAIGHT AHEAD AND GO 5.84 KM (3.65 MI)
 BG4970'TO STATION ON THE LEFT.
 BG4970'THE STATION IS AT GROUND LEVEL. LOCATED 29.32 M (96.2 FT)
 BG4970'NORTHEASTERLY FROM A ONE STORY MASONRY BLDG., 21.73 M (71.3 FT)
 BG4970'EASTERLY OF THE NORTHEAST CORNER OF ONE STORY MASONRY BLDG. (SNAKES
 BG4970'FEED AND SEED), 7.01 M (23.0 FT) SOUTHEASTERLY FROM A 6 INCH METAL
 BG4970'POST FOR SIGN, 7.1 M (23.3 FT) WESTERLY OF THE CENTERLINE OF PAVEMENT
 BG4970'OF STATE RAOD 87, AND 1.61 M (5.3 FT) SOUTHEASTERLY OF A METAL
 BG4970'WITNESS POST.
 BG4970
 BG4970                          STATION RECOVERY (1995)
 BG4970
 BG4970'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (RGB)
 BG4970'THE STATION IS LOCATED 5.0 MI (8.0 KM) NORTHWEST OF NAVARRE, 10.0 MI
 BG4970'(16.1 KM) SOUTHEAST OF MILTON IN THE WEST RIGHT-OF-WAY OF STATE ROAD
 BG4970'87.
 BG4970'
 BG4970'TO REACH THE STATION FROM THE INTERSECTION STATE ROAD 87 AND COUNTY
 BG4970'ROAD 399 (EAST BAY BOULEVARD) , GO NORTH ON STATE ROAD 87 FOR 3.7 MI
 BG4970'(6.0 KM) TO THE STATION ON THE LEFT.
 BG4970'
 BG4970'THE STATION IS A FLORIDA DEPARTMENT OF TRANSPORTATION SURVEY DISK
 BG4970'STAMPED ---58 91 GPS3--- SET IN A 12-INCH ROUND CONCRETE MONUMENT THAT
 BG4970'IS FLUSH WITH THE GROUND.  IT IS 23.5 FT (7.2 M) WEST OF THE CENTER OF
 BG4970'STATE ROAD 87 AND 260 FT (79.2 M) NORTH OF THE CENTER OF BROXON ROAD.
 BG4970'
 BG4970'REFERENCES--
 BG4970'
 BG4970'NAIL AND ---REF.  PT.  LB.  0340--- CAP SET IN THE NORTH SIDE OF A
 BG4970'12-INCH PINE TREE, 2.0 FT (0.6 M) ABOVE GROUND LEVEL, ON A MAGNETIC
 BG4970'AZIMUTH OF 120 DEGREES AT 71.09 FT.
 BG4970'
 BG4970'(21.67 M) NORTH EAST CORNER OF A ONE STORY CONCRETE BLOCK BUILDING ON
 BG4970'A MAGNETIC AZIMUTH OF 220 DEGREES AT 96.04 FT.
 BG4970'
 BG4970'(29.27 M) NAIL AND ---REF.  PT.  LB.  0340--- CAP SET IN THE EAST SIDE
 BG4970'OF A POWER POLE, 2.0 FT (0.6 M) ABOVE GROUND LEVEL, ON A MAGNETIC
 BG4970'AZIMUTH OF 350 DEGREES AT 86.38 FT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4971 ***********************************************************************
 BG4971  DESIGNATION -  58 91 GPS4
 BG4971  PID         -  BG4971
 BG4971  STATE/COUNTY-  FL/SANTA ROSA
 BG4971  COUNTRY     -  US
 BG4971  USGS QUAD   -  WARD BASIN (2018)
 BG4971
 BG4971                         *CURRENT SURVEY CONTROL
 BG4971  ______________________________________________________________________
 BG4971* NAD 83(2011) POSITION- 30 33 03.84215(N) 086 54 06.59944(W)   ADJUSTED
 BG4971* NAD 83(2011) ELLIP HT-    13.532 (meters)        (06/27/12)   ADJUSTED
 BG4971* NAD 83(2011) EPOCH   -  2010.00
 BG4971* NAVD 88 ORTHO HEIGHT -    40.8   (meters)      134.    (feet) GPS OBS
 BG4971  ______________________________________________________________________
 BG4971  NAVD 88 orthometric height was determined with geoid model    GEOID90
 BG4971  GEOID HEIGHT    -        -27.840 (meters)                     GEOID90
 BG4971  GEOID HEIGHT    -        -27.308 (meters)                     GEOID18
 BG4971  NAD 83(2011) X  -    297,120.990 (meters)                     COMP
 BG4971  NAD 83(2011) Y  - -5,489,434.381 (meters)                     COMP
 BG4971  NAD 83(2011) Z  -  3,223,138.158 (meters)                     COMP
 BG4971  LAPLACE CORR    -          0.31  (seconds)                    DEFLEC18
 BG4971
 BG4971  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BG4971  Standards:
 BG4971         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BG4971            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BG4971  -------------------------------------------------------------------
 BG4971  NETWORK    0.95   1.86           0.39   0.39   0.95      0.02416578
 BG4971  -------------------------------------------------------------------
 BG4971  Click here for local accuracies and other accuracy information.
 BG4971
 BG4971.The horizontal coordinates were established by GPS observations
 BG4971.and adjusted by the National Geodetic Survey in June 2012.
 BG4971
 BG4971.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BG4971.been affixed to the stable North American tectonic plate. See 
 BG4971.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BG4971
 BG4971.The horizontal coordinates are valid at the epoch date displayed above
 BG4971.which is a decimal equivalence of Year/Month/Day.
 BG4971
 BG4971.The orthometric height was determined by GPS observations and a
 BG4971.high-resolution geoid model.
 BG4971
 BG4971.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4971.GEOID18 height accuracy estimate available here.
 BG4971
 BG4971.Click photographs - Photos may exist for this station.
 BG4971
 BG4971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4971
 BG4971.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG4971
 BG4971.The ellipsoidal height was determined by GPS observations
 BG4971.and is referenced to NAD 83.
 BG4971
 BG4971. The following values were computed from the NAD 83(2011) position.
 BG4971
 BG4971;                    North         East     Units Scale Factor Converg.
 BG4971;SPC FL N     -   174,361.304   369,570.910   MT  0.99997079   -1 12 25.1
 BG4971;SPC FL N     -   572,050.38  1,212,500.56   sFT  0.99997079   -1 12 25.1
 BG4971;UTM  16      - 3,379,854.737   509,415.218   MT  0.99960109   +0 02 59.6
 BG4971
 BG4971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4971!SPC FL N     -   0.99999787  x   0.99997079  =   0.99996866
 BG4971!UTM  16      -   0.99999787  x   0.99960109  =   0.99959897
 BG4971
 BG4971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU0941579854(NAD 83)
 BG4971
 BG4971                          SUPERSEDED SURVEY CONTROL
 BG4971
 BG4971  NAD 83(2007)-  30 33 03.84202(N)    086 54 06.59949(W) AD(2002.00) 0
 BG4971  ELLIP H (02/10/07)   13.553  (m)                       GP(2002.00)    
 BG4971  NAD 83(1999)-  30 33 03.84220(N)    086 54 06.60004(W) AD(       ) 1
 BG4971  ELLIP H (06/19/01)   13.526  (m)                       GP(       ) 4 1
 BG4971  ELLIP H (09/29/95)   13.729  (m)                       GP(       ) 4 1
 BG4971  NAD 83(1990)-  30 33 03.84221(N)    086 54 06.59876(W) AD(       ) 1
 BG4971  NAD 83(1990)-  30 33 03.84148(N)    086 54 06.59720(W) AD(       ) 1
 BG4971
 BG4971.Superseded values are not recommended for survey control.
 BG4971
 BG4971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4971.See file dsdata.pdf to determine how the superseded data were derived.
 BG4971
 BG4971_MARKER: DD = SURVEY DISK
 BG4971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4971_STAMPING: 58 91 GPS4
 BG4971_MARK LOGO: FLDT
 BG4971_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4971+STABILITY: SURFACE MOTION
 BG4971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG4971+SATELLITE: SATELLITE OBSERVATIONS - December 28, 2009
 BG4971
 BG4971  HISTORY     - Date     Condition        Report By
 BG4971  HISTORY     - 1991     MONUMENTED       FLDT
 BG4971  HISTORY     - 19950112 GOOD             BDE
 BG4971  HISTORY     - 20091228 GOOD             GEOCAC
 BG4971
 BG4971                          STATION DESCRIPTION
 BG4971
 BG4971'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BG4971'THE STATION IS LOCATED APPROX. 14.48 KM (9.00 MI) SOUTHEAST OF
 BG4971'MILTON,FLORIDA, ON THE EASTERLY SIDE OF STATE ROAD 87, JUST SOUTH OF
 BG4971'GRADED  ROAD NO. 211.
 BG4971'THE REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND
 BG4971'STATEROAD 87, GO SOUTH 3.30 KM (2.05 MI) ALONG STATE ROAD 87 TO THE
 BG4971'COUNTY ROAD 184 CROSSROAD, CONTINUE STRAIGHT AHEAD AND GO SOUTH 6.36
 BG4971'KM (3.95MI) TO STATION ON THE LEFT.
 BG4971'THE STATION IS RECESSED .3 M (1.0 FT) BELOW GROUND. LOCATED 23.01 M
 BG4971'(75.5 FT) SOUTHWESTERLY OF A 12 INCH PINE TREE, 7.3 M (24.0 FT)
 BG4971'SOUTHERLY OF THE CENTER OF A GRADED DIRT ROAD NO. 211, 12.5 M
 BG4971'(41.0 FT) EASTERLY OF THE CENTERLINE OF PAVEMENT OF STATE ROAD 87,
 BG4971'4.57 M (15.0 FT) WESTERLY OF A METAL WITNESS POST.
 BG4971
 BG4971                          STATION RECOVERY (1995)
 BG4971
 BG4971'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (RGB)
 BG4971'THE STATION IS LOCATED 10.5 MI (16.9 KM) NORTH OF NAVARRE AND 10.0 MI
 BG4971'(16.1 KM) SOUTHEAST OF MILTON IN THE EAST RIGHT-OF-WAY OF STATE ROAD
 BG4971'87.
 BG4971'
 BG4971'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE I-10 AND
 BG4971'STATE ROAD 87, GO SOUTH ON STATE ROAD 87 FOR 6.0 MI (9.7 KM) TO THE
 BG4971'STATION ON THE LEFT.
 BG4971'
 BG4971'THE STATION IS A FLORIDA DEPARTMENT OF TRANSPORTATION SURVEY DISK
 BG4971'STAMPED ---58 91 GPS4--- SET IN A 12-INCH ROUND CONCRETE MONUMENT THAT
 BG4971'IS 12-INCHES BELOW GROUND LEVEL.  IT IS 41.0 FT (12.5 M) EASTERLY OF
 BG4971'THE CENTER OF STATE ROAD 87, 24.0 FT (7.3 M) SOUTHERLY OF THE CENTER
 BG4971'OF DIRT ROAD 211 AND 15.0 FT (4.6 M) WEST OF A METAL WITNESS POST.
 BG4971'
 BG4971'REFERENCES--
 BG4971'
 BG4971'NAIL AND ---REF.  PT.  LB.  0340--- CAP SET IN THE NORTH SIDE OF A
 BG4971'14-INCH PINE TREE, 2.0 FT (0.6 M) ABOVE GROUND LEVEL, ON A MAGNETIC
 BG4971'AZIMUTH OF 60 DEGREES AT 75.11 FT.
 BG4971'
 BG4971'(22.89 M) NAIL AND ---REF.  PT.  LB.  0340--- CAP SET IN THE EAST SIDE
 BG4971'OF A 7-INCH PINE TREE, 2.0 FT (0.6 M) ABOVE GROUND LEVEL, ON A
 BG4971'MAGNETIC AZIMUTH OF 170 DEGREES AT 102.18 FT.
 BG4971'
 BG4971'(31.14 M) NAIL AND ---REF.  PT.  LB.  0340--- CAP SET IN THE SOUTH
 BG4971'SIDE OF A POWER POLE, 2.0 FT (0.6 M) ABOVE GROUND LEVEL, ON A MAGNETIC
 BG4971'AZIMUTH OF 270 DEGREES AT 96.50 FT.
 BG4971
 BG4971                          STATION RECOVERY (2009)
 BG4971
 BG4971'RECOVERY NOTE BY GEOCACHING 2009 (JFF)
 BG4971'MARK IS AT THE BOTTOM OF A TWO-FOOT HOLE IN THE GROUND.  REFERENCE
 BG4971'MARKS AT 60 AND 270 DEGREES NOT FOUND.  MARK AT 170 DEGREES NOT
 BG4971'SOUGHT.  TREE AT AZIMUTH 60 DEGREES MAY BE AT 95 FEET INSTEAD OF 75
 BG4971'FEET AND REFERENCE MARK MAY BE BURIED IN THAT TREE.  NO POWER POLE
 BG4971'SEEN ANYWHERE NEAR 96 FEET AT 270 DEGREES AZIMUTH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4972 ***********************************************************************
 BG4972  DESIGNATION -  58 91 GPS5
 BG4972  PID         -  BG4972
 BG4972  STATE/COUNTY-  FL/SANTA ROSA
 BG4972  COUNTRY     -  US
 BG4972  USGS QUAD   -  WARD BASIN (2018)
 BG4972
 BG4972                         *CURRENT SURVEY CONTROL
 BG4972  ______________________________________________________________________
 BG4972* NAD 83(2011) POSITION- 30 36 44.54832(N) 086 57 28.36599(W)   ADJUSTED
 BG4972* NAD 83(2011) ELLIP HT-    15.008 (meters)        (06/27/12)   ADJUSTED
 BG4972* NAD 83(2011) EPOCH   -  2010.00
 BG4972* NAVD 88 ORTHO HEIGHT -    42.3   (meters)      139.    (feet) GPS OBS
 BG4972  ______________________________________________________________________
 BG4972  NAVD 88 orthometric height was determined with geoid model    GEOID90
 BG4972  GEOID HEIGHT    -        -27.890 (meters)                     GEOID90
 BG4972  GEOID HEIGHT    -        -27.335 (meters)                     GEOID18
 BG4972  NAD 83(2011) X  -    291,567.684 (meters)                     COMP
 BG4972  NAD 83(2011) Y  - -5,486,270.613 (meters)                     COMP
 BG4972  NAD 83(2011) Z  -  3,228,990.200 (meters)                     COMP
 BG4972  LAPLACE CORR    -          0.67  (seconds)                    DEFLEC18
 BG4972
 BG4972  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BG4972  Standards:
 BG4972         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BG4972            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BG4972  -------------------------------------------------------------------
 BG4972  NETWORK    1.00   1.96           0.42   0.40   1.00      0.08721521
 BG4972  -------------------------------------------------------------------
 BG4972  Click here for local accuracies and other accuracy information.
 BG4972
 BG4972.The horizontal coordinates were established by GPS observations
 BG4972.and adjusted by the National Geodetic Survey in June 2012.
 BG4972
 BG4972.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BG4972.been affixed to the stable North American tectonic plate. See 
 BG4972.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BG4972
 BG4972.The horizontal coordinates are valid at the epoch date displayed above
 BG4972.which is a decimal equivalence of Year/Month/Day.
 BG4972
 BG4972.The orthometric height was determined by GPS observations and a
 BG4972.high-resolution geoid model.
 BG4972
 BG4972.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4972.GEOID18 height accuracy estimate available here.
 BG4972
 BG4972.Click photographs - Photos may exist for this station.
 BG4972
 BG4972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4972
 BG4972.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG4972
 BG4972.The ellipsoidal height was determined by GPS observations
 BG4972.and is referenced to NAD 83.
 BG4972
 BG4972. The following values were computed from the NAD 83(2011) position.
 BG4972
 BG4972;                    North         East     Units Scale Factor Converg.
 BG4972;SPC FL N     -   181,270.810   364,341.223   MT  0.99997850   -1 14 06.5
 BG4972;SPC FL N     -   594,719.32  1,195,342.83   sFT  0.99997850   -1 14 06.5
 BG4972;UTM  16      - 3,386,645.339   504,037.257   MT  0.99960020   +0 01 17.2
 BG4972
 BG4972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4972!SPC FL N     -   0.99999764  x   0.99997850  =   0.99997614
 BG4972!UTM  16      -   0.99999764  x   0.99960020  =   0.99959784
 BG4972
 BG4972:                Primary Azimuth Mark                     Grid Az
 BG4972:SPC FL N     -  58 91 GPS6                               322 41 42.1
 BG4972:UTM  16      -  58 91 GPS6                               321 26 18.4
 BG4972
 BG4972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU0403786645(NAD 83)
 BG4972
 BG4972|---------------------------------------------------------------------|
 BG4972| PID    Reference Object                     Distance      Geod. Az  |
 BG4972|                                                           dddmmss.s |
 BG4972| BG4973 58 91 GPS6                          APPROX. 0.7 KM 3212735.6 |
 BG4972|---------------------------------------------------------------------|
 BG4972
 BG4972                          SUPERSEDED SURVEY CONTROL
 BG4972
 BG4972  NAD 83(2007)-  30 36 44.54822(N)    086 57 28.36634(W) AD(2002.00) 0
 BG4972  ELLIP H (02/10/07)   15.022  (m)                       GP(2002.00)    
 BG4972  NAD 83(1999)-  30 36 44.54841(N)    086 57 28.36660(W) AD(       ) 1
 BG4972  ELLIP H (06/19/01)   15.000  (m)                       GP(       ) 4 1
 BG4972  ELLIP H (09/29/95)   15.187  (m)                       GP(       ) 4 1
 BG4972  NAD 83(1990)-  30 36 44.54828(N)    086 57 28.36549(W) AD(       ) 1
 BG4972  NAD 83(1990)-  30 36 44.54818(N)    086 57 28.36541(W) AD(       ) 1
 BG4972
 BG4972.Superseded values are not recommended for survey control.
 BG4972
 BG4972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4972.See file dsdata.pdf to determine how the superseded data were derived.
 BG4972
 BG4972_MARKER: DD = SURVEY DISK
 BG4972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4972_STAMPING: 58 91 GPS5
 BG4972_MARK LOGO: FLDT
 BG4972_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4972+STABILITY: SURFACE MOTION
 BG4972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4972+SATELLITE: SATELLITE OBSERVATIONS - January 07, 1995
 BG4972
 BG4972  HISTORY     - Date     Condition        Report By
 BG4972  HISTORY     - 1991     MONUMENTED       FLDT
 BG4972  HISTORY     - 19950107 GOOD             BDE
 BG4972
 BG4972                          STATION DESCRIPTION
 BG4972
 BG4972'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BG4972'THE STATION IS LOCATED APPROX. 4.8 KM (3.00 MI) SOUTHEAST OF
 BG4972'MILTON,FLORIDA, ON THE WESTERLY SIDE OF STATE ROAD 87, IN FRONT OF THE
 BG4972'CLUCKERSMOTEL.
 BG4972'THE REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND
 BG4972'STATEROAD 87, GO SOUTH 0.88 KM (0.55 MI) ALONG STATE ROAD TO THE
 BG4972'STATION ONTHE RIGHT.
 BG4972'THE STATION IS RECESSED .3 M (1.0 FT) BELOW GROUND. LOCATED 30.8 M
 BG4972'(101.0 FT) NORTHERLY OF A WOODEN UTILITY POLE NO. 22686-59506, 32.92 M
 BG4972'(108.0 FT) EASTERLY OF THE NORTHEAST CORNER OF THE CLUCKERS MOTEL
 BG4972'OFFICE BUILDING, 5.18 M (17.0 FT) SOUTHWESTERLY OF THE CENTERLINE OF
 BG4972'STATE ROAD 87, AND 31.82 M (104.4 FT) SOUTHERLY OF A LIGHT POLE.
 BG4972
 BG4972                          STATION RECOVERY (1995)
 BG4972
 BG4972'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (DRJ)
 BG4972'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4973 ***********************************************************************
 BG4973  DESIGNATION -  58 91 GPS6
 BG4973  PID         -  BG4973
 BG4973  STATE/COUNTY-  FL/SANTA ROSA
 BG4973  COUNTRY     -  US
 BG4973  USGS QUAD   -  WARD BASIN (2018)
 BG4973
 BG4973                         *CURRENT SURVEY CONTROL
 BG4973  ______________________________________________________________________
 BG4973* NAD 83(2011) POSITION- 30 37 01.63505(N) 086 57 44.10351(W)   ADJUSTED
 BG4973* NAD 83(2011) ELLIP HT-    16.357 (meters)        (06/27/12)   ADJUSTED
 BG4973* NAD 83(2011) EPOCH   -  2010.00
 BG4973* NAVD 88 ORTHO HEIGHT -    43.7   (meters)      143.    (feet) GPS OBS
 BG4973  ______________________________________________________________________
 BG4973  NAVD 88 orthometric height was determined with geoid model    GEOID90
 BG4973  GEOID HEIGHT    -        -27.900 (meters)                     GEOID90
 BG4973  GEOID HEIGHT    -        -27.338 (meters)                     GEOID18
 BG4973  NAD 83(2011) X  -    291,134.954 (meters)                     COMP
 BG4973  NAD 83(2011) Y  - -5,486,026.409 (meters)                     COMP
 BG4973  NAD 83(2011) Z  -  3,229,443.733 (meters)                     COMP
 BG4973  LAPLACE CORR    -          0.74  (seconds)                    DEFLEC18
 BG4973
 BG4973  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BG4973  Standards:
 BG4973         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BG4973            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BG4973  -------------------------------------------------------------------
 BG4973  NETWORK    1.08   2.06           0.46   0.42   1.05      0.11240093
 BG4973  -------------------------------------------------------------------
 BG4973  Click here for local accuracies and other accuracy information.
 BG4973
 BG4973.The horizontal coordinates were established by GPS observations
 BG4973.and adjusted by the National Geodetic Survey in June 2012.
 BG4973
 BG4973.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BG4973.been affixed to the stable North American tectonic plate. See 
 BG4973.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BG4973
 BG4973.The horizontal coordinates are valid at the epoch date displayed above
 BG4973.which is a decimal equivalence of Year/Month/Day.
 BG4973
 BG4973.The orthometric height was determined by GPS observations and a
 BG4973.high-resolution geoid model.
 BG4973
 BG4973.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4973.GEOID18 height accuracy estimate available here.
 BG4973
 BG4973.Click photographs - Photos may exist for this station.
 BG4973
 BG4973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4973
 BG4973.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG4973
 BG4973.The ellipsoidal height was determined by GPS observations
 BG4973.and is referenced to NAD 83.
 BG4973
 BG4973. The following values were computed from the NAD 83(2011) position.
 BG4973
 BG4973;                    North         East     Units Scale Factor Converg.
 BG4973;SPC FL N     -   181,805.909   363,933.513   MT  0.99997915   -1 14 14.4
 BG4973;SPC FL N     -   596,474.89  1,194,005.20   sFT  0.99997915   -1 14 14.4
 BG4973;UTM  16      - 3,387,171.170   503,618.069   MT  0.99960016   +0 01 09.2
 BG4973
 BG4973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4973!SPC FL N     -   0.99999743  x   0.99997915  =   0.99997658
 BG4973!UTM  16      -   0.99999743  x   0.99960016  =   0.99959759
 BG4973
 BG4973:                Primary Azimuth Mark                     Grid Az
 BG4973:SPC FL N     -  58 91 GPS5                               142 41 41.9
 BG4973:UTM  16      -  58 91 GPS5                               141 26 18.3
 BG4973
 BG4973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU0361887171(NAD 83)
 BG4973
 BG4973|---------------------------------------------------------------------|
 BG4973| PID    Reference Object                     Distance      Geod. Az  |
 BG4973|                                                           dddmmss.s |
 BG4973| BG4972 58 91 GPS5                          APPROX. 0.7 KM 1412727.5 |
 BG4973|---------------------------------------------------------------------|
 BG4973
 BG4973                          SUPERSEDED SURVEY CONTROL
 BG4973
 BG4973  NAD 83(2007)-  30 37 01.63520(N)    086 57 44.10380(W) AD(2002.00) 0
 BG4973  ELLIP H (02/10/07)   16.384  (m)                       GP(2002.00)    
 BG4973  NAD 83(1999)-  30 37 01.63542(N)    086 57 44.10410(W) AD(       ) 1
 BG4973  ELLIP H (07/06/01)   16.359  (m)                       GP(       ) 4 2
 BG4973  NAD 83(1990)-  30 37 01.63527(N)    086 57 44.10294(W) AD(       ) 1
 BG4973  NAD 83(1990)-  30 37 01.63516(N)    086 57 44.10286(W) AD(       ) 1
 BG4973
 BG4973.Superseded values are not recommended for survey control.
 BG4973
 BG4973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4973.See file dsdata.pdf to determine how the superseded data were derived.
 BG4973
 BG4973_MARKER: DD = SURVEY DISK
 BG4973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4973_STAMPING: 58 91 GPS6
 BG4973_MARK LOGO: FLDT
 BG4973_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4973+STABILITY: SURFACE MOTION
 BG4973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4973+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BG4973
 BG4973  HISTORY     - Date     Condition        Report By
 BG4973  HISTORY     - 1991     MONUMENTED       FLDT
 BG4973
 BG4973                          STATION DESCRIPTION
 BG4973
 BG4973'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BG4973'THE STATION IS LOCATED APPROX. 4.42 KM (2.75 MI) SOUTHEAST OF MILTON,
 BG4973'FLORIDA, ON THE WESTERLY SIDE OF STATE ROAD 87, IN FRONT OF A CHEVRON
 BG4973'STATION.
 BG4973'THE REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 10 AND
 BG4973'STATEROAD 87, GO SOUTH 0.24 KM (0.15 MI) ALONG STATE ROAD TO THE
 BG4973'STATION ONTHE RIGHT.
 BG4973'THE STATION IS RECESSED .3 M (1.0 FT) BELOW GROUND. LOCATED 13.44 M
 BG4973'(44.1 FT) SOUTHWESTERLY OF THE SOUTHERLY END OF A CONCRETE ISLAND IN
 BG4973'STATE ROAD 87, 43.04 M (141.2 FT) SOUTHEASTERLY OF A WOODEN UTILITY
 BG4973'POLE NO. B690, 7.5 M (24.6 FT) NORTHERLY OF THE EAST END OF A
 BG4973'CONCRETEHEADWALL, 11.43 M (37.5 FT) SOUTHWESTERLY OF THE CENTERLINE OF
 BG4973'STATE  ROAD 87, AND 7.5 M (24.6 FT) NORTHERLY OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ7272 ***********************************************************************
 DQ7272  DESIGNATION -  59 07 A01V
 DQ7272  PID         -  DQ7272
 DQ7272  STATE/COUNTY-  FL/WAKULLA
 DQ7272  COUNTRY     -  US
 DQ7272  USGS QUAD   -  MCINTYRE (2018)
 DQ7272
 DQ7272                         *CURRENT SURVEY CONTROL
 DQ7272  ______________________________________________________________________
 DQ7272* NAD 83(1986) POSITION- 29 59 41.64   (N) 084 30 13.03   (W)   HD_HELD1
 DQ7272* NAVD 88 ORTHO HEIGHT -     3.251 (meters)       10.67  (feet) ADJUSTED
 DQ7272  ______________________________________________________________________
 DQ7272  GEOID HEIGHT    -        -27.195 (meters)                     GEOID18
 DQ7272  DYNAMIC HEIGHT  -          3.247 (meters)       10.65  (feet) COMP
 DQ7272  MODELED GRAVITY -    979,339.1   (mgal)                       NAVD 88
 DQ7272
 DQ7272  VERT ORDER      -  FIRST     CLASS II
 DQ7272
 DQ7272.The horizontal coordinates were determined by differentially corrected
 DQ7272.hand held GPS observations or other comparable positioning techniques
 DQ7272.and have an estimated accuracy of +/- 3 meters.
 DQ7272
 DQ7272.The orthometric height was determined by differential leveling and
 DQ7272.adjusted by the NATIONAL GEODETIC SURVEY
 DQ7272.in August 2018.
 DQ7272
 DQ7272.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ7272.GEOID18 height accuracy estimate available here.
 DQ7272
 DQ7272.Click photographs - Photos may exist for this station.
 DQ7272
 DQ7272.The dynamic height is computed by dividing the NAVD 88
 DQ7272.geopotential number by the normal gravity value computed on the
 DQ7272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ7272.degrees latitude (g = 980.6199 gals.).
 DQ7272
 DQ7272.The modeled gravity was interpolated from observed gravity values.
 DQ7272
 DQ7272;                    North         East    Units  Estimated Accuracy
 DQ7272;SPC FL N     -   110,281.9     599,650.8     MT  (+/- 3 meters HH1 GPS) 
 DQ7272
 DQ7272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU4082020844(NAD 83)
 DQ7272
 DQ7272                          SUPERSEDED SURVEY CONTROL
 DQ7272
 DQ7272.No superseded survey control is available for this station.
 DQ7272
 DQ7272_MARKER: DD = SURVEY DISK
 DQ7272_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ7272_SP_SET: BRIDGE GUARDRAIL
 DQ7272_STAMPING: 59 07 A01V
 DQ7272_MARK LOGO: FLDT
 DQ7272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ7272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ7272+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2018
 DQ7272
 DQ7272  HISTORY     - Date     Condition        Report By
 DQ7272  HISTORY     - UNK      MONUMENTED       FLDT
 DQ7272  HISTORY     - 20081208 GOOD             FLDEP
 DQ7272  HISTORY     - 20180423 GOOD             FLDEP
 DQ7272
 DQ7272                          STATION DESCRIPTION
 DQ7272
 DQ7272'DESCRIBED BY FL DEPT OF ENV PRO 2008 (MWM)
 DQ7272'THE MARK IS ABOUT 5.3 MI (8.6 KM) NORTH-NORTHWEST OF SAINT TERESA, 4.5
 DQ7272'MI (7.3 KM) SOUTH OF SOPCHOPPY, 1.7 MI (2.7 KM) NORTHEAST OF MCINTYRE,
 DQ7272'IN SECTION 2, TOWNSHIP 6 SOUTH, RANGE 3 WEST.
 DQ7272'
 DQ7272'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND U.S.
 DQ7272'HIGHWAY 319 ABOUT 10.0 MI (16.1 KM) EAST-NORTHEAST OF CARRABELLE, GO
 DQ7272'NORTH ON U.S. HIGHWAY 319 FOR 5.9 MI (9.5 KM) 6.2 MI (10.0 KM) TO THE
 DQ7272'MARK ON THE RIGHT.  THE MARK CAN ALSO BE REACHED FROM THE POST OFFICE
 DQ7272'IN SOPCHOPPY, GO SOUTH ON U.S. HIGHWAY 319 FOR 4.1 MI (6.6 KM) TO THE
 DQ7272'ENTRANCE TO OCHLOCKONEE RIVER STATE PARK ON THE LEFT, CONTINUE SOUTH
 DQ7272'ON U.S. HIGHWAY 319 FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT, SET
 DQ7272'FLUSH IN THE TOP OF THE SOUTHEAST GUARDRAIL OF BRIDGE NUMBER 590052
 DQ7272'ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF U.S. HIGHWAY 319.
 DQ7272'
 DQ7272'LOCATED 111.6 NORTHEAST AND ACROSS U.S. HIGHWAY 319 OF A POWERPOLE,
 DQ7272'92.0 FT (28.0 M) NORTH OF A TELEPHONE POLE, 52.9 FT (16.1 M) SOUTH OF
 DQ7272'THE NORTHEAST CORNER OF THE CONCRETE GUARDRAIL, 23.6 FT (7.2 M) EAST
 DQ7272'OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 319 AND 4.7 FT (1.4 M)
 DQ7272'NORTH OF THE SOUTHEAST END OF THE CONCRETE GUARDRAIL.
 DQ7272
 DQ7272                          STATION RECOVERY (2018)
 DQ7272
 DQ7272'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 DQ7272'THE MARK IS ABOUT 5.3 MI (8.5 KM) NORTH-NORTHWEST OF SAINT TERESA, 4.5
 DQ7272'MI (7.2 KM) SOUTH OF SOPCHOPPY, 1.7 MI (2.7 KM) NORTHEAST OF MCINTYRE,
 DQ7272'IN SECTION 2, TOWNSHIP 6 SOUTH, RANGE 3 WEST.
 DQ7272'
 DQ7272'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND U.S.
 DQ7272'HIGHWAY 319 ABOUT 10.0 MI (16.1 KM) EAST-NORTHEAST OF CARRABELLE, GO
 DQ7272'NORTH ON U.S. HIGHWAY 319 FOR 6.2 MI (10.0 KM) TO THE MARK ON THE
 DQ7272'RIGHT.  THE MARK CAN ALSO BE REACHED FROM THE POST OFFICE IN
 DQ7272'SOPCHOPPY, GO SOUTH ON U.S. HIGHWAY 319 FOR 4.1 MI (6.6 KM) TO THE
 DQ7272'ENTRANCE TO OCHLOCKONEE RIVER STATE PARK ON THE LEFT.  CONTINUE SOUTH
 DQ7272'ON U.S. HIGHWAY 319 FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT, SET
 DQ7272'FLUSH IN THE TOP OF THE SOUTHEAST GUARDRAIL OF BRIDGE NUMBER 590052
 DQ7272'ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF U.S. HIGHWAY 319.
 DQ7272'
 DQ7272'LOCATED 111.6 FT (34.0 M) NORTHEAST AND ACROSS U.S. HIGHWAY 319 OF A
 DQ7272'POWERPOLE, 92.0 FT (28.0 M) NORTH OF A TELEPHONE POLE, 52.9 FT (16.1
 DQ7272'M) SOUTH OF THE NORTHEAST CORNER OF THE CONCRETE GUARDRAIL, 23.6 FT
 DQ7272'(7.2 M) EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 319 AND 4.7
 DQ7272'FT (1.4 M) NORTH OF THE SOUTHEAST END OF THE CONCRETE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA7609 ***********************************************************************
 AA7609  DESIGNATION -  59 77 A01
 AA7609  PID         -  AA7609
 AA7609  STATE/COUNTY-  FL/WAKULLA
 AA7609  COUNTRY     -  US
 AA7609  USGS QUAD   -  CRAWFORDVILLE EAST (2018)
 AA7609
 AA7609                         *CURRENT SURVEY CONTROL
 AA7609  ______________________________________________________________________
 AA7609* NAD 83(1986) POSITION- 30 12 48.25   (N) 084 15 42.67   (W)   HD_HELD1
 AA7609* NAVD 88 ORTHO HEIGHT -     4.576 (meters)       15.01  (feet) ADJUSTED
 AA7609  ______________________________________________________________________
 AA7609  GEOID HEIGHT    -        -27.608 (meters)                     GEOID18
 AA7609  DYNAMIC HEIGHT  -          4.570 (meters)       14.99  (feet) COMP
 AA7609  MODELED GRAVITY -    979,331.3   (mgal)                       NAVD 88
 AA7609
 AA7609  VERT ORDER      -  FIRST     CLASS II
 AA7609
 AA7609.The horizontal coordinates were determined by differentially corrected
 AA7609.hand held GPS observations or other comparable positioning techniques
 AA7609.and have an estimated accuracy of +/- 3 meters.
 AA7609
 AA7609.The orthometric height was determined by differential leveling and
 AA7609.adjusted by the NATIONAL GEODETIC SURVEY
 AA7609.in December 1996.
 AA7609
 AA7609.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7609.GEOID18 height accuracy estimate available here.
 AA7609
 AA7609.Click photographs - Photos may exist for this station.
 AA7609
 AA7609.The dynamic height is computed by dividing the NAVD 88
 AA7609.geopotential number by the normal gravity value computed on the
 AA7609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7609.degrees latitude (g = 980.6199 gals.).
 AA7609
 AA7609.The modeled gravity was interpolated from observed gravity values.
 AA7609
 AA7609;                    North         East    Units  Estimated Accuracy
 AA7609;SPC FL N     -   134,526.6     622,927.4     MT  (+/- 3 meters HH1 GPS) 
 AA7609
 AA7609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU6357045603(NAD 83)
 AA7609
 AA7609                          SUPERSEDED SURVEY CONTROL
 AA7609
 AA7609.No superseded survey control is available for this station.
 AA7609
 AA7609_MARKER: DD = SURVEY DISK
 AA7609_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA7609_SP_SET: BRIDGE RAIL
 AA7609_STAMPING: 59-77-A01 15.723
 AA7609_MARK LOGO: FLDT
 AA7609_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7609_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7609+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2018
 AA7609
 AA7609  HISTORY     - Date     Condition        Report By
 AA7609  HISTORY     - 1977     MONUMENTED       FLDT
 AA7609  HISTORY     - 19900801 GOOD             FLDNR
 AA7609  HISTORY     - 20120117 GOOD             GEOCAC
 AA7609  HISTORY     - 20170906 GOOD             FLDEP
 AA7609  HISTORY     - 20180612 GOOD             FLDEP
 AA7609
 AA7609                          STATION DESCRIPTION
 AA7609
 AA7609'DESCRIBED BY FL DEPT OF NAT RES 1990 (RLM)
 AA7609'THE BENCH MARK IS LOCATED APPROXIMATELY 7.0 MI (11.3 KM) NORTHEAST OF
 AA7609'CRAWFORDVILLE, 2.3 MI (3.7 KM) SOUTHWEST OF WAKLULLA STATION IN
 AA7609'WAKULLA COUNTY. TO REACH THE BENCH MARK FROM THE INTERSECTION OF STATE
 AA7609'ROAD 267 AND STATE ROAD 365 IN WAKULLA STATION GO SOUTHWEST ON STATE
 AA7609'ROAD 365 FOR 2.25 MI (3.62 KM) TO THE MARK ON THE LEFT, SET IN THE TOP
 AA7609'OF THE CONCRETE BRIDGE RAILING OF THE STATE ROAD 365 BRIDGE OVER THE
 AA7609'WAKULLA RIVER, 23.8 FT (7.3 M) SOUTHEAST OF THE CENTERLINE OF STATE
 AA7609'ROAD 365, 9.7 FT (3.0 M) NORTH OF THE WEST END OF THE CAT WALK RAIL 67
 AA7609'FT (20.4 M) NORTHEAST OF THE GUARD RAIL.
 AA7609
 AA7609                          STATION RECOVERY (2012)
 AA7609
 AA7609'RECOVERY NOTE BY GEOCACHING 2012 (EP)
 AA7609'RECOVERED IN GOOD CONDITION.
 AA7609
 AA7609                          STATION RECOVERY (2017)
 AA7609
 AA7609'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (DMP)
 AA7609'RECOVERED IN GOOD CONDITION.
 AA7609
 AA7609                          STATION RECOVERY (2018)
 AA7609
 AA7609'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA7609'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA7610 ***********************************************************************
 AA7610  DESIGNATION -  59 77 A02
 AA7610  PID         -  AA7610
 AA7610  STATE/COUNTY-  FL/WAKULLA
 AA7610  COUNTRY     -  US
 AA7610  USGS QUAD   -  CRAWFORDVILLE EAST (2018)
 AA7610
 AA7610                         *CURRENT SURVEY CONTROL
 AA7610  ______________________________________________________________________
 AA7610* NAD 83(1986) POSITION- 30 12 51.61   (N) 084 15 39.52   (W)   HD_HELD1
 AA7610* NAVD 88 ORTHO HEIGHT -     3.454 (meters)       11.33  (feet) ADJUSTED
 AA7610  ______________________________________________________________________
 AA7610  GEOID HEIGHT    -        -27.608 (meters)                     GEOID18
 AA7610  DYNAMIC HEIGHT  -          3.450 (meters)       11.32  (feet) COMP
 AA7610  MODELED GRAVITY -    979,331.4   (mgal)                       NAVD 88
 AA7610
 AA7610  VERT ORDER      -  FIRST     CLASS II
 AA7610
 AA7610.The horizontal coordinates were determined by differentially corrected
 AA7610.hand held GPS observations or other comparable positioning techniques
 AA7610.and have an estimated accuracy of +/- 3 meters.
 AA7610
 AA7610.The orthometric height was determined by differential leveling and
 AA7610.adjusted by the NATIONAL GEODETIC SURVEY
 AA7610.in December 1996.
 AA7610
 AA7610.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7610.GEOID18 height accuracy estimate available here.
 AA7610
 AA7610.Click photographs - Photos may exist for this station.
 AA7610
 AA7610.The dynamic height is computed by dividing the NAVD 88
 AA7610.geopotential number by the normal gravity value computed on the
 AA7610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7610.degrees latitude (g = 980.6199 gals.).
 AA7610
 AA7610.The modeled gravity was interpolated from observed gravity values.
 AA7610
 AA7610;                    North         East    Units  Estimated Accuracy
 AA7610;SPC FL N     -   134,630.2     623,011.4     MT  (+/- 3 meters HH1 GPS) 
 AA7610
 AA7610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU6365245708(NAD 83)
 AA7610
 AA7610                          SUPERSEDED SURVEY CONTROL
 AA7610
 AA7610.No superseded survey control is available for this station.
 AA7610
 AA7610_MARKER: DD = SURVEY DISK
 AA7610_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA7610_SP_SET: BRIDGE RAIL
 AA7610_STAMPING: 59-77-A02 12.042
 AA7610_MARK LOGO: FLDT
 AA7610_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7610_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7610+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2018
 AA7610
 AA7610  HISTORY     - Date     Condition        Report By
 AA7610  HISTORY     - 1977     MONUMENTED       FLDT
 AA7610  HISTORY     - 19900801 GOOD             FLDNR
 AA7610  HISTORY     - 20120117 GOOD             GEOCAC
 AA7610  HISTORY     - 20170906 GOOD             FLDEP
 AA7610  HISTORY     - 20180611 GOOD             FLDEP
 AA7610
 AA7610                          STATION DESCRIPTION
 AA7610
 AA7610'DESCRIBED BY FL DEPT OF NAT RES 1990 (RLM)
 AA7610'THE BENCH MARK IS LOCATED APPROXIMATELY 7.0 MI (11.3 KM) NORTHEAST OF
 AA7610'CRAWFORDVILLE, 2.3 MI (3.7 KM) SOUTHWEST OF WAKLULLA STATION IN
 AA7610'WAKULLA COUNTY. TO REACH THE BENCH MARK FROM THE INTERSECTION OF STATE
 AA7610'ROAD 267 AND STATE ROAD 365 IN WAKULLA STATION GO SOUTHWEST ON STATE
 AA7610'ROAD 365 FOR 2.25 MI (3.62 KM) TO THE MARK ON THE LEFT, SET IN THE TOP
 AA7610'OF THE CONCRETE BRIDGE RAILING OF THE STATE ROAD 365 BRIDGE OVER THE
 AA7610'WAKULLA RIVER, 23.1 FT (7.0 M) NORTHWEST OF THE CENTERLINE OF STATE
 AA7610'ROAD 365, 67 FT (20.4 M) SOUTHWEST OF THE NORTHWEST END OF A GUARD
 AA7610'RAIL, 5.3 FT (1.6 M) SOUTHEAST OF THE CATWALK SIGN.
 AA7610
 AA7610                          STATION RECOVERY (2012)
 AA7610
 AA7610'RECOVERY NOTE BY GEOCACHING 2012 (EP)
 AA7610'RECOVERED IN GOOD CONDITION.
 AA7610
 AA7610                          STATION RECOVERY (2017)
 AA7610
 AA7610'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (DMP)
 AA7610'RECOVERED IN GOOD CONDITION.
 AA7610
 AA7610                          STATION RECOVERY (2018)
 AA7610
 AA7610'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA7610'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9867 ***********************************************************************
 AC9867  DESIGNATION -  59 JAS
 AC9867  PID         -  AC9867
 AC9867  STATE/COUNTY-  FL/MARION
 AC9867  COUNTRY     -  US
 AC9867  USGS QUAD   -  HALFMOON LAKE (2018)
 AC9867
 AC9867                         *CURRENT SURVEY CONTROL
 AC9867  ______________________________________________________________________
 AC9867* NAD 83(1986) POSITION- 29 10 34.     (N) 081 50 11.     (W)   SCALED
 AC9867* NAVD 88 ORTHO HEIGHT -    16.492 (meters)       54.11  (feet) ADJUSTED
 AC9867  ______________________________________________________________________
 AC9867  GEOID HEIGHT    -        -28.161 (meters)                     GEOID18
 AC9867  DYNAMIC HEIGHT  -         16.469 (meters)       54.03  (feet) COMP
 AC9867  MODELED GRAVITY -    979,238.2   (mgal)                       NAVD 88
 AC9867
 AC9867  VERT ORDER      -  FIRST     CLASS II
 AC9867
 AC9867.The horizontal coordinates were scaled from a map and have
 AC9867.an estimated accuracy of +/- 6 seconds.
 AC9867
 AC9867.The orthometric height was determined by differential leveling and
 AC9867.adjusted by the NATIONAL GEODETIC SURVEY
 AC9867.in July 2011.
 AC9867
 AC9867.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9867.GEOID18 height accuracy estimate available here.
 AC9867
 AC9867.Click photographs - Photos may exist for this station.
 AC9867
 AC9867.The dynamic height is computed by dividing the NAVD 88
 AC9867.geopotential number by the normal gravity value computed on the
 AC9867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9867.degrees latitude (g = 980.6199 gals.).
 AC9867
 AC9867.The modeled gravity was interpolated from observed gravity values.
 AC9867
 AC9867;                    North         East    Units  Estimated Accuracy
 AC9867;SPC FL W     -   536,560.      215,910.      MT  (+/- 180 meters Scaled)
 AC9867
 AC9867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN186277(NAD 83)
 AC9867
 AC9867                          SUPERSEDED SURVEY CONTROL
 AC9867
 AC9867  NAVD 88 (09/10/97)   16.514  (m)           54.18   (f) SUPERSEDED  2 1
 AC9867
 AC9867.Superseded values are not recommended for survey control.
 AC9867
 AC9867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9867.See file dsdata.pdf to determine how the superseded data were derived.
 AC9867
 AC9867_MARKER: DB = BENCH MARK DISK
 AC9867_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9867_SP_SET: HEADWALL
 AC9867_STAMPING: 59 JAS 1966 55
 AC9867_MARK LOGO: USGS
 AC9867_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9867+STABILITY: SURFACE MOTION
 AC9867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9867+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 AC9867
 AC9867  HISTORY     - Date     Condition        Report By
 AC9867  HISTORY     - 1966     MONUMENTED       USGS
 AC9867  HISTORY     - 19960815 GOOD             FLDEP
 AC9867  HISTORY     - 20030601 GOOD             FLDEP
 AC9867  HISTORY     - 20050415 GOOD             FLDEP
 AC9867
 AC9867                          STATION DESCRIPTION
 AC9867
 AC9867'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9867'THE MARK IS ABOUT 18.6 MI (29.9 KM) WEST OF ASTOR, 3.2 MI (5.1 KM)
 AC9867'EAST OF LYNNE IN SECTION 20, TOWNSHIP 15 SOUTH, RANGE 25 EAST. TO
 AC9867'REACH THE MARK FROM THE POST OFFICE (BIG PINES HARDWARE) IN FOREST
 AC9867'CORNER, GO EAST ON STATE ROAD 40 FOR 3.35 MI (5.39 KM) TO THE MARK ON
 AC9867'THE RIGHT, SET IN THE TOP OF THE NORTHEAST END OF THE CONCRETE CULVERT
 AC9867'HEADWALL ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF STATE ROAD 40, 30.2
 AC9867'FT (9.2 M) NORTHEAST OF THE EAST END OF A WHITE EAST-WEST 3-RAIL
 AC9867'WOODEN FENCE, 27.7 FT (8.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 AC9867'STATE ROAD 40, 18.7 FT (5.7 M) EAST OF THE WEST END OF THE CULVERT
 AC9867'HEADWALL, 3.4 FT (1.0 M) EAST-NORTHEAST OF A METAL WITNESS POST AND
 AC9867'0.5 FT (15.2 CM) WEST OF THE EAST END OF THE CULVERT HEADWALL.
 AC9867
 AC9867                          STATION RECOVERY (2003)
 AC9867
 AC9867'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AC9867'RECOVERED IN GOOD CONDITION.
 AC9867
 AC9867                          STATION RECOVERY (2005)
 AC9867
 AC9867'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AC9867'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AC9867'
 AC9867'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 40 AND COUNTY
 AC9867'ROAD 314A IN  FOREST CORNERS, GO SOUTHEAST ON STATE ROAD 40 FOR 3.55
 AC9867'MI TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8882 ***********************************************************************
 DO8882  DESIGNATION -  591050 B
 DO8882  PID         -  DO8882
 DO8882  STATE/COUNTY-  FL/POLK
 DO8882  COUNTRY     -  US
 DO8882  USGS QUAD   -  LAKE LOUISA SW (2018)
 DO8882
 DO8882                         *CURRENT SURVEY CONTROL
 DO8882  ______________________________________________________________________
 DO8882* NAD 83(1986) POSITION- 28 18 49.0    (N) 081 39 51.8    (W)   HD_HELD2
 DO8882* NAVD 88 ORTHO HEIGHT -    58.234 (meters)      191.06  (feet) ADJUSTED
 DO8882  ______________________________________________________________________
 DO8882  GEOID HEIGHT    -        -27.392 (meters)                     GEOID18
 DO8882  DYNAMIC HEIGHT  -         58.148 (meters)      190.77  (feet) COMP
 DO8882  MODELED GRAVITY -    979,166.2   (mgal)                       NAVD 88
 DO8882
 DO8882  VERT ORDER      -  FIRST     CLASS II
 DO8882
 DO8882.The horizontal coordinates were established by autonomous hand held GPS
 DO8882.observations and have an estimated accuracy of +/- 10 meters.
 DO8882
 DO8882.The orthometric height was determined by differential leveling and
 DO8882.adjusted by the NATIONAL GEODETIC SURVEY
 DO8882.in December 2013.
 DO8882
 DO8882.No vertical observational check was made to the station.
 DO8882
 DO8882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8882.GEOID18 height accuracy estimate available here.
 DO8882
 DO8882.Click photographs - Photos may exist for this station.
 DO8882
 DO8882.The dynamic height is computed by dividing the NAVD 88
 DO8882.geopotential number by the normal gravity value computed on the
 DO8882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8882.degrees latitude (g = 980.6199 gals.).
 DO8882
 DO8882.The modeled gravity was interpolated from observed gravity values.
 DO8882
 DO8882;                    North         East    Units  Estimated Accuracy
 DO8882;SPC FL W     -   441,008.      232,913.      MT  (+/- 10 meters HH2 GPS)
 DO8882
 DO8882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3486432122(NAD 83)
 DO8882
 DO8882                          SUPERSEDED SURVEY CONTROL
 DO8882
 DO8882.No superseded survey control is available for this station.
 DO8882
 DO8882_MARKER: DD = SURVEY DISK
 DO8882_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DO8882+WITH SETTING: PAVEMENT
 DO8882_SP_SET: WELL SLAB
 DO8882_STAMPING: 591050 B 2009
 DO8882_MARK LOGO: SWFWMD
 DO8882_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO8882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8882+STABILITY: SURFACE MOTION
 DO8882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8882+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2012
 DO8882
 DO8882  HISTORY     - Date     Condition        Report By
 DO8882  HISTORY     - 2009     MONUMENTED       SWFWMD
 DO8882  HISTORY     - 20120508 GOOD             FLDEP
 DO8882
 DO8882                          STATION DESCRIPTION
 DO8882
 DO8882'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8882'THE MARK IS ABOUT 11.7 MI (18.8 KM) EAST OF POYNER, 11.2 MI (18.0 KM)
 DO8882'NORTH-NORTHWEST OF DAVENPORT, 10.2 MI (16.4 KM) WEST-NORTHWEST OF
 DO8882'INTERCESSION CITY, IN SECTION 13, TOWNSHIP 25 SOUTH, RANGE 26 EAST.
 DO8882'
 DO8882'TO REACH THE MARK FROM THE OVERPASS OF U.S. HIGHWAY 27 AND U.S.
 DO8882'HIGHWAY 192 SOUTH OF CLERMONT, GO SOUTH ON U.S. HIGHWAY 27 FOR 2.6 MI
 DO8882'(4.2 KM) TO THE INTERSECTION OF SAND MINE ROAD. TURN LEFT ON SAND MINE
 DO8882'ROAD AND GO EAST FOR 0.2 MI (0.3 KM) TO AN ASPHALT DRIVEWAY AT 49585
 DO8882'SAND MINE ROAD ON THE LEFT.  TURN LEFT ON THE DRIVEWAY AND GO NORTH,
 DO8882'THROUGH A GATE ENTERING THE POLK COUNTY WASTE WATER REUSE CENTER, FOR
 DO8882'0.2 MI (0.3 KM) TO THE NORTH FENCELINE, A WELL SITE AND THE MARK, SET
 DO8882'IN THE TOP OF A CONCRETE WELL SLAB AND LEVEL WITH THE DRIVEWAY.
 DO8882'
 DO8882'LOCATED 107.3 FT (32.7 M) NORTH-NORTHWEST OF A METAL LIGHT POLE, 90.1
 DO8882'FT (27.5 M) WEST-SOUTHWEST OF A CHAIN LINK FENCE CORNER POST, 19.3 FT
 DO8882'(5.9 M) NORTH OF SURVEY MARK 574272 A, 16.3 FT (5.0 M) SOUTH OF A
 DO8882'CHAIN LINK FENCE AND 2.5 FT (0.8 M) SOUTHEAST OF WELL PIPE 591050.
 DO8882'
 DO8882'NOTE-UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH7018 ***********************************************************************
 DH7018  DESIGNATION -  5A
 DH7018  PID         -  DH7018
 DH7018  STATE/COUNTY-  FL/SUMTER
 DH7018  COUNTRY     -  US
 DH7018  USGS QUAD   -  WEBSTER (2018)
 DH7018
 DH7018                         *CURRENT SURVEY CONTROL
 DH7018  ______________________________________________________________________
 DH7018* NAD 83(1986) POSITION- 28 32 14.     (N) 082 05 26.     (W)   SCALED
 DH7018* NAVD 88 ORTHO HEIGHT -    24.806 (meters)       81.38  (feet) ADJUSTED
 DH7018  ______________________________________________________________________
 DH7018  GEOID HEIGHT    -        -26.791 (meters)                     GEOID18
 DH7018  DYNAMIC HEIGHT  -         24.770 (meters)       81.27  (feet) COMP
 DH7018  MODELED GRAVITY -    979,210.8   (mgal)                       NAVD 88
 DH7018
 DH7018  VERT ORDER      -  FIRST     CLASS II
 DH7018
 DH7018.The horizontal coordinates were scaled from a map and have
 DH7018.an estimated accuracy of +/- 6 seconds.
 DH7018
 DH7018.The orthometric height was determined by differential leveling and
 DH7018.adjusted by the NATIONAL GEODETIC SURVEY
 DH7018.in January 2006.
 DH7018
 DH7018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH7018.GEOID18 height accuracy estimate available here.
 DH7018
 DH7018.Click photographs - Photos may exist for this station.
 DH7018
 DH7018.The dynamic height is computed by dividing the NAVD 88
 DH7018.geopotential number by the normal gravity value computed on the
 DH7018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH7018.degrees latitude (g = 980.6199 gals.).
 DH7018
 DH7018.The modeled gravity was interpolated from observed gravity values.
 DH7018
 DH7018;                    North         East    Units  Estimated Accuracy
 DH7018;SPC FL W     -   465,750.      191,140.      MT  (+/- 180 meters Scaled)
 DH7018
 DH7018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM933572(NAD 83)
 DH7018
 DH7018                          SUPERSEDED SURVEY CONTROL
 DH7018
 DH7018.No superseded survey control is available for this station.
 DH7018
 DH7018_MARKER: DD = SURVEY DISK
 DH7018_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH7018_SP_SET: CONCRETE CULVERT HEADWALL
 DH7018_STAMPING: 5A 82.23
 DH7018_MARK LOGO: FLSRD
 DH7018_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH7018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH7018+STABILITY: SURFACE MOTION
 DH7018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH7018+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DH7018
 DH7018  HISTORY     - Date     Condition        Report By
 DH7018  HISTORY     - UNK      MONUMENTED       FLSRD
 DH7018  HISTORY     - 20040401 GOOD             FLDEP
 DH7018
 DH7018                          STATION DESCRIPTION
 DH7018
 DH7018'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BPJ)
 DH7018'THE MARK IS ABOUT 2.5 MI SOUTHWEST OF TARRYTOWN, IN SECTION 27,
 DH7018'TOWNSHIP 22 SOUTH,  RANGE 22 EAST.
 DH7018'
 DH7018'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 50 AND STATE
 DH7018'ROAD 471 IN  TARRYTOWN, GO WEST ON STATE ROAD 50 FOR 3.1 MI TO THE
 DH7018'MARK ON THE LEFT, SET FLUSH IN THE  TOP OF A CONCRETE CULVERT ABOUT
 DH7018'0.5 FT BELOW THE LEVEL OF STATE ROAD 50.
 DH7018'
 DH7018'LOCATED 22.2 FT EAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 50,
 DH7018'17.5 FT  EAST-SOUTHEAST OF A CARSONITE WITNESS POST, 6.3 FT SOUTH OF
 DH7018'THE NORTHERNMOST OF TWO  CONCRETE HEADWALL CONTROL JOINTS AND 0.8 FT
 DH7018'EAST OF A METAL GUARDRAIL POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2231 ***********************************************************************
 AC2231  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2231  DESIGNATION -  6
 AC2231  PID         -  AC2231
 AC2231  STATE/COUNTY-  FL/MIAMI-DADE
 AC2231  COUNTRY     -  US
 AC2231  USGS QUAD   -  MIAMI (2018)
 AC2231
 AC2231                         *CURRENT SURVEY CONTROL
 AC2231  ______________________________________________________________________
 AC2231* NAD 83(2011) POSITION- 25 45 57.06954(N) 080 08 04.17188(W)   ADJUSTED
 AC2231* NAD 83(2011) ELLIP HT-   -24.376 (meters)        (06/27/12)   ADJUSTED
 AC2231* NAD 83(2011) EPOCH   -  2010.00
 AC2231* NAVD 88 ORTHO HEIGHT -     1.407 (meters)        4.62  (feet) ADJUSTED
 AC2231  ______________________________________________________________________
 AC2231  GEOID HEIGHT    -        -25.745 (meters)                     GEOID18
 AC2231  NAD 83(2011) X  -    984,775.146 (meters)                     COMP
 AC2231  NAD 83(2011) Y  - -5,662,632.224 (meters)                     COMP
 AC2231  NAD 83(2011) Z  -  2,755,713.196 (meters)                     COMP
 AC2231  LAPLACE CORR    -         -3.98  (seconds)                    DEFLEC18
 AC2231  DYNAMIC HEIGHT  -          1.405 (meters)        4.61  (feet) COMP
 AC2231  MODELED GRAVITY -    979,027.2   (mgal)                       NAVD 88
 AC2231
 AC2231  VERT ORDER      -  FIRST     CLASS II
 AC2231
 AC2231  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC2231  Standards:
 AC2231         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC2231            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC2231  -------------------------------------------------------------------
 AC2231  NETWORK   19.16   8.33           5.51   8.24   4.25     -0.91493423
 AC2231  -------------------------------------------------------------------
 AC2231  Click here for local accuracies and other accuracy information.
 AC2231
 AC2231.The horizontal coordinates were established by GPS observations
 AC2231.and adjusted by the National Geodetic Survey in June 2012.
 AC2231
 AC2231.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC2231.been affixed to the stable North American tectonic plate. See 
 AC2231.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC2231
 AC2231.The horizontal coordinates are valid at the epoch date displayed above
 AC2231.which is a decimal equivalence of Year/Month/Day.
 AC2231
 AC2231.The orthometric height was determined by differential leveling and
 AC2231.adjusted by the NATIONAL GEODETIC SURVEY
 AC2231.in June 1991.
 AC2231
 AC2231.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2231.GEOID18 height accuracy estimate available here.
 AC2231
 AC2231.This Tidal Bench Mark is designated as VM 5785
 AC2231.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC2231
 AC2231.Click photographs - Photos may exist for this station.
 AC2231
 AC2231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC2231
 AC2231.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC2231
 AC2231.The ellipsoidal height was determined by GPS observations
 AC2231.and is referenced to NAD 83.
 AC2231
 AC2231.The dynamic height is computed by dividing the NAVD 88
 AC2231.geopotential number by the normal gravity value computed on the
 AC2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2231.degrees latitude (g = 980.6199 gals.).
 AC2231
 AC2231.The modeled gravity was interpolated from observed gravity values.
 AC2231
 AC2231. The following values were computed from the NAD 83(2011) position.
 AC2231
 AC2231;                    North         East     Units Scale Factor Converg.
 AC2231;SPC FL E     -   158,961.144   286,820.682   MT  1.00003422   +0 22 34.5
 AC2231;SPC FL E     -   521,525.02    941,010.85   sFT  1.00003422   +0 22 34.5
 AC2231;UTM  17      - 2,850,038.889   586,791.060   MT  0.99969301   +0 22 34.5
 AC2231
 AC2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC2231!SPC FL E     -   1.00000383  x   1.00003422  =   1.00003805
 AC2231!UTM  17      -   1.00000383  x   0.99969301  =   0.99969684
 AC2231
 AC2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8679150038(NAD 83)
 AC2231
 AC2231                          SUPERSEDED SURVEY CONTROL
 AC2231
 AC2231  NAD 83(2007)-  25 45 57.06960(N)    080 08 04.17204(W) AD(2002.00) 0
 AC2231  ELLIP H (02/10/07)  -24.356  (m)                       GP(2002.00)    
 AC2231  NAD 83(1999)-  25 45 57.07042(N)    080 08 04.17350(W) AD(       ) 2
 AC2231  ELLIP H (06/11/02)  -24.269  (m)                       GP(       ) 4 1
 AC2231  NAD 83(1990)-  25 45 57.06919(N)    080 08 04.17310(W) AD(       ) 2
 AC2231  ELLIP H (05/01/91)  -24.276  (m)                       GP(       ) 4 1
 AC2231  NAD 83(1986)-  25 45 57.07275(N)    080 08 04.17567(W) AD(       ) 2
 AC2231  NAD 27      -  25 45 55.71588(N)    080 08 05.00761(W) AD(       ) 2
 AC2231  NGVD 29 (??/??/92)    1.881  (m)            6.17   (f) SUPERSEDED  1 2
 AC2231  NGVD 29 (09/01/92)    1.881  (m)            6.17   (f) ADJUSTED    1 2
 AC2231  NGVD 29               1.88   (m)            6.2    (f) LEVELING    3  
 AC2231
 AC2231.Superseded values are not recommended for survey control.
 AC2231
 AC2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2231.See file dsdata.pdf to determine how the superseded data were derived.
 AC2231
 AC2231_MARKER: DD = SURVEY DISK
 AC2231_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC2231_STAMPING: BM NO 6
 AC2231_MARK LOGO: USACE
 AC2231_MAGNETIC: P = MARKER IS A STEEL PIPE
 AC2231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC2231+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2002
 AC2231
 AC2231  HISTORY     - Date     Condition        Report By
 AC2231  HISTORY     - UNK      MONUMENTED       USACE
 AC2231  HISTORY     - 1965     GOOD             CGS
 AC2231  HISTORY     - 1970     GOOD             USACE
 AC2231  HISTORY     - 1973     GOOD             NGS
 AC2231  HISTORY     - 1978     GOOD             NGS
 AC2231  HISTORY     - 19851022 GOOD
 AC2231  HISTORY     - 20021012 GOOD             MSI
 AC2231  HISTORY     - 20070725 MARK NOT FOUND   DCPWD
 AC2231
 AC2231                          STATION DESCRIPTION
 AC2231
 AC2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2231'AT MIAMI BEACH.
 AC2231'AT MIAMI BEACH, NEAR THE SOUTH END OF THE BEACH, DIRECTLY ACROSS
 AC2231'AND SOUTH OF THE MIAMI BEACH DOG TRACK, AT THE U.S GOVT RESERVATION,
 AC2231'ALONG THE NORTHSIDE OF GOVT CUT, 186 FEET EAST OF THE CORP OF
 AC2231'ENGRS FLAGPOLE, 13 1/2 FEET WEST OF THE CENTER OF A ROAD
 AC2231'JUNCTION, DIRECTLY IN THE CENTER LINE OF A BLACK TOP DRIVEWAY
 AC2231'WHICH PARALLELS GOVT CUT, SET ON THE TOP OF A 2-INCH PIPE
 AC2231'WHICH IS 10 FEET LONG AND DRIVEN IN THE GROUND TO A DEPTH OF
 AC2231'10 FEET AND PROTECTED BY A 12-BY-18 INCH MANHOLE FRAME WITH A
 AC2231'REMOVAL CAST-IRON COVER.
 AC2231
 AC2231                          STATION RECOVERY (1970)
 AC2231
 AC2231'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 1970
 AC2231'SEE STATION BASE USE
 AC2231
 AC2231                          STATION RECOVERY (1973)
 AC2231
 AC2231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2231'RECOVERED IN GOOD CONDITION.
 AC2231
 AC2231                          STATION RECOVERY (1978)
 AC2231
 AC2231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2231'RECOVERED IN GOOD CONDITION.
 AC2231
 AC2231                          STATION RECOVERY (1985)
 AC2231
 AC2231'RECOVERED 1985
 AC2231'RECOVERED IN GOOD CONDITION.
 AC2231
 AC2231                          STATION RECOVERY (2002)
 AC2231
 AC2231'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 2002 (DGS)
 AC2231'NEW DESCRIPTION- FROM INTERSECTION OF 5TH ST AND S WASHINGTON PROCEED
 AC2231'S 0.5 MI TO PARKING ENTRANCE FOR SOUTH POINTE PARK. TURN LEFT AND GO
 AC2231'SE 0.1 MI. CONTINUE S ON FOOT 250 FT TO STATION IN SIDEWALK ALONG
 AC2231'SEAWALL. STATION IS 31.5FT NW OF CENTERLINE OF SIDEWALK ALONG NW SIDE
 AC2231'OF RESTAURANT  AND 1.5FT S OF N EDGE OF SIDEWALK IN WATER VALVE BOX
 AC2231
 AC2231                          STATION RECOVERY (2007)
 AC2231
 AC2231'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2007 (MJW)
 AC2231'NEW LAYOUT OF AREA
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL6627 ***********************************************************************
 AL6627  TIDAL BM    -  This is a Tidal Bench Mark.
 AL6627  DESIGNATION -  6
 AL6627  PID         -  AL6627
 AL6627  STATE/COUNTY-  FL/PASCO
 AL6627  COUNTRY     -  US
 AL6627  USGS QUAD   -  TARPON SPRINGS (2018)
 AL6627
 AL6627                         *CURRENT SURVEY CONTROL
 AL6627  ______________________________________________________________________
 AL6627* NAD 83(1986) POSITION- 28 10 27.05   (N) 082 47 06.14   (W)   HD_HELD1
 AL6627* NAVD 88 ORTHO HEIGHT -     1.442 (meters)        4.73  (feet) ADJUSTED
 AL6627  ______________________________________________________________________
 AL6627  GEOID HEIGHT    -        -25.136 (meters)                     GEOID18
 AL6627  DYNAMIC HEIGHT  -          1.440 (meters)        4.72  (feet) COMP
 AL6627  MODELED GRAVITY -    979,196.7   (mgal)                       NAVD 88
 AL6627
 AL6627  VERT ORDER      -  FIRST     CLASS II
 AL6627
 AL6627.The horizontal coordinates were determined by differentially corrected
 AL6627.hand held GPS observations or other comparable positioning techniques
 AL6627.and have an estimated accuracy of +/- 3 meters.
 AL6627
 AL6627.The orthometric height was determined by differential leveling and
 AL6627.adjusted by the NATIONAL GEODETIC SURVEY
 AL6627.in January 2011.
 AL6627
 AL6627.No vertical observational check was made to the station.
 AL6627
 AL6627.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL6627.GEOID18 height accuracy estimate available here.
 AL6627
 AL6627.This Tidal Bench Mark is designated as VM 12417
 AL6627.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AL6627
 AL6627.Click photographs - Photos may exist for this station.
 AL6627
 AL6627.The dynamic height is computed by dividing the NAVD 88
 AL6627.geopotential number by the normal gravity value computed on the
 AL6627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL6627.degrees latitude (g = 980.6199 gals.).
 AL6627
 AL6627.The modeled gravity was interpolated from observed gravity values.
 AL6627
 AL6627;                    North         East    Units  Estimated Accuracy
 AL6627;SPC FL W     -   425,760.1     122,909.8     MT  (+/- 3 meters HH1 GPS) 
 AL6627
 AL6627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM2475717786(NAD 83)
 AL6627
 AL6627                          SUPERSEDED SURVEY CONTROL
 AL6627
 AL6627  NAVD 88 (06/15/91)    1.461  (m)            4.79   (f) SUPERSEDED  2 1
 AL6627  NGVD 29 (??/??/92)    1.720  (m)            5.64   (f) ADJ UNCH    2 1
 AL6627
 AL6627.Superseded values are not recommended for survey control.
 AL6627
 AL6627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL6627.See file dsdata.pdf to determine how the superseded data were derived.
 AL6627
 AL6627_MARKER: DD = SURVEY DISK
 AL6627_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL6627_SP_SET: HEADWALL
 AL6627_STAMPING: 6
 AL6627_MARK LOGO: FLSRD
 AL6627_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL6627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL6627+STABILITY: SURFACE MOTION
 AL6627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL6627+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2008
 AL6627
 AL6627  HISTORY     - Date     Condition        Report By
 AL6627  HISTORY     - UNK      MONUMENTED       FLDT
 AL6627  HISTORY     - 1976     GOOD             NGS
 AL6627  HISTORY     - 1990     GOOD             USPSQD
 AL6627  HISTORY     - 20040412 SEE DESCRIPTION  FLDEP
 AL6627  HISTORY     - 20081124 GOOD             FLDEP
 AL6627
 AL6627                          STATION DESCRIPTION
 AL6627
 AL6627'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AL6627'IN ANCLOTE.
 AL6627'FROM THE INTERSECTION OF ANCLOTE BOULEVARD, AND HICKORY ROAD PROCEED
 AL6627'WEST ON ANCLOTE ROAD 0.1 MILES TO WHERE THE ROAD MAKES A SHARP RIGHT
 AL6627'BEND.  THE BENCH MARK IS SET FLUSH IN TOP OF THE CENTER OF A 10 INCH
 AL6627'THICK CULVERT ABUTMENT, 15 FEET LONG.  LEVEL WITH THE GROUND.  1 FOOT
 AL6627'BELOW THE ROAD SURFACE NEAR THE CENTER OF THE INSIDE CURVE ON THE EAST
 AL6627'SIDE OF ANCLOTE BOULEVARD.  275 FEET NORTH OF CENTERLINE OF HICKORY
 AL6627'ROAD.  20 FEET WEST OF POWER POLE NO. 60282.
 AL6627
 AL6627                          STATION RECOVERY (1990)
 AL6627
 AL6627'RECOVERY NOTE BY US POWER SQUADRON 1990 (LUG)
 AL6627'RECOVERED IN GOOD CONDITION.
 AL6627
 AL6627                          STATION RECOVERY (2004)
 AL6627
 AL6627'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 AL6627'RECOVERED, BUT THE DISK TWISTS IN THE DRILL HOLE.
 AL6627
 AL6627                          STATION RECOVERY (2008)
 AL6627
 AL6627'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AL6627'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ7113 ***********************************************************************
 DJ7113  DESIGNATION -  6
 DJ7113  PID         -  DJ7113
 DJ7113  STATE/COUNTY-  FL/SARASOTA
 DJ7113  COUNTRY     -  US
 DJ7113  USGS QUAD   -  OLD MYAKKA (2018)
 DJ7113
 DJ7113                         *CURRENT SURVEY CONTROL
 DJ7113  ______________________________________________________________________
 DJ7113* NAD 83(1986) POSITION- 27 18 04.     (N) 082 15 12.     (W)   SCALED
 DJ7113* NAVD 88 ORTHO HEIGHT -     8.092 (meters)       26.55  (feet) ADJUSTED
 DJ7113  ______________________________________________________________________
 DJ7113  GEOID HEIGHT    -        -24.493 (meters)                     GEOID18
 DJ7113  DYNAMIC HEIGHT  -          8.080 (meters)       26.51  (feet) COMP
 DJ7113  MODELED GRAVITY -    979,122.6   (mgal)                       NAVD 88
 DJ7113
 DJ7113  VERT ORDER      -  SECOND    CLASS I
 DJ7113
 DJ7113.The horizontal coordinates were scaled from a map and have
 DJ7113.an estimated accuracy of +/- 6 seconds.
 DJ7113
 DJ7113.The orthometric height was determined by differential leveling and
 DJ7113.adjusted by the NATIONAL GEODETIC SURVEY
 DJ7113.in May 2008.
 DJ7113
 DJ7113.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ7113.GEOID18 height accuracy estimate available here.
 DJ7113
 DJ7113.Click photographs - Photos may exist for this station.
 DJ7113
 DJ7113.The dynamic height is computed by dividing the NAVD 88
 DJ7113.geopotential number by the normal gravity value computed on the
 DJ7113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ7113.degrees latitude (g = 980.6199 gals.).
 DJ7113
 DJ7113.The modeled gravity was interpolated from observed gravity values.
 DJ7113
 DJ7113;                    North         East    Units  Estimated Accuracy
 DJ7113;SPC FL W     -   328,790.      174,920.      MT  (+/- 180 meters Scaled)
 DJ7113
 DJ7113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL759204(NAD 83)
 DJ7113
 DJ7113                          SUPERSEDED SURVEY CONTROL
 DJ7113
 DJ7113.No superseded survey control is available for this station.
 DJ7113
 DJ7113_MARKER: DD = SURVEY DISK
 DJ7113_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ7113_SP_SET: BRIDGE ABUTMENT CURB
 DJ7113_STAMPING: 6
 DJ7113_MARK LOGO: FLSRD
 DJ7113_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ7113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ7113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ7113+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2006
 DJ7113
 DJ7113  HISTORY     - Date     Condition        Report By
 DJ7113  HISTORY     - UNK      MONUMENTED       FLSRD
 DJ7113  HISTORY     - 20060331 GOOD             FLDEP
 DJ7113  HISTORY     - 20140505 MARK NOT FOUND   FL-081
 DJ7113
 DJ7113                          STATION DESCRIPTION
 DJ7113
 DJ7113'DESCRIBED BY FL DEPT OF ENV PRO 2006 (BPJ)
 DJ7113'THE MARK IS ABOUT 6.2 MI SOUTHWEST OF MYAKKA CITY, IN SECTION 36,
 DJ7113'TOWNSHIP 36 SOUTH,  RANGE 20 EAST.
 DJ7113'
 DJ7113'TO REACH THE MARK FROM THE POST OFFICE IN MYAKKA CITY, GO WEST ON
 DJ7113'STATE ROAD 70 FOR 7.1  MI TO THE JUNCTION OF VERNA ROAD ON THE LEFT,
 DJ7113'TURN LEFT ON VERNA ROAD AND GO SOUTH FOR  3.65 MI TO THE JUNCTION OF
 DJ7113'FRUITVILLE ROAD (COUNTY ROAD 780) ON THE RIGHT, CONTINUE SOUTH  ON
 DJ7113'MYAKKA ROAD (COUNTY ROAD 780) FOR 3.0 MI TO THE SOUTHEAST END OF THE
 DJ7113'MYAKKA RIVER  BRIDGE AND THE MARK ON THE LEFT. THE MARK CAN ALSO BE
 DJ7113'REACHED FROM THE POST OFFICE IN  MYAKKA CITY, GO EAST ON STATE ROAD 70
 DJ7113'FOR 0.8 MI TO THE JUNCTION OF M AND J ROAD ON THE  RIGHT, TURN RIGHT
 DJ7113'ON M AND J ROAD AND GO SOUTH FOR 5.9 MI TO THE T-JUNCTION OF CLAY
 DJ7113'GULLY  ROAD, TURN RIGHT ON CLAY GULLY ROAD AND GO WEST FOR 4.05 MI TO
 DJ7113'THE JUNCTION OF MYAKKA  ROAD ON THE RIGHT, TURN RIGHT ON MYAKKA ROAD
 DJ7113'AND GO NORTH FOR 0.75 MI TO THE  SOUTHEAST END OF THE MYAKKA RIVER
 DJ7113'BRIDGE AND THE MARK ON THE RIGHT, SET FLUSH IN THE  TOP OF A CONCRETE
 DJ7113'BRIDGE ABUTMENT CURB ABOUT 0.8 FT ABOVE THE LEVEL OF MYAKKA ROAD.
 DJ7113'
 DJ7113'LOCATED 20.1 FT NORTHWEST OF A SARASOTA COUNTY SOLAR POWERED WEATHER
 DJ7113'GAUGE, 11.2 FT  NORTHEAST OF THE APPROXIMATE CENTERLINE OF MYAKKA ROAD
 DJ7113'AND 3.4 FT SOUTHWEST OF A  CARSONITE WITNESS POST.
 DJ7113
 DJ7113                          STATION RECOVERY (2014)
 DJ7113
 DJ7113'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2014 (TC)
 DJ7113'AFTER A THOROUGH SEARCH, WE WERE UNABLE TO LOCATE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP8045 ***********************************************************************
 DP8045  DESIGNATION -  6 13
 DP8045  PID         -  DP8045
 DP8045  STATE/COUNTY-  FL/SANTA ROSA
 DP8045  COUNTRY     -  US
 DP8045  USGS QUAD   -  HOLLEY (2018)
 DP8045
 DP8045                         *CURRENT SURVEY CONTROL
 DP8045  ______________________________________________________________________
 DP8045* NAD 83(1986) POSITION- 30 26 50.70   (N) 086 53 58.42   (W)   HD_HELD1
 DP8045* NAVD 88 ORTHO HEIGHT -     2.959 (meters)        9.71  (feet) ADJUSTED
 DP8045  ______________________________________________________________________
 DP8045  GEOID HEIGHT    -        -27.287 (meters)                     GEOID18
 DP8045  DYNAMIC HEIGHT  -          2.955 (meters)        9.69  (feet) COMP
 DP8045  MODELED GRAVITY -    979,352.5   (mgal)                       NAVD 88
 DP8045
 DP8045  VERT ORDER      -  SECOND    CLASS I
 DP8045
 DP8045.The horizontal coordinates were determined by differentially corrected
 DP8045.hand held GPS observations or other comparable positioning techniques
 DP8045.and have an estimated accuracy of +/- 3 meters.
 DP8045
 DP8045.The orthometric height was determined by differential leveling and
 DP8045.adjusted by the NATIONAL GEODETIC SURVEY
 DP8045.in March 2021.
 DP8045
 DP8045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8045.GEOID18 height accuracy estimate available here.
 DP8045
 DP8045.Click photographs - Photos may exist for this station.
 DP8045
 DP8045.The dynamic height is computed by dividing the NAVD 88
 DP8045.geopotential number by the normal gravity value computed on the
 DP8045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8045.degrees latitude (g = 980.6199 gals.).
 DP8045
 DP8045.The modeled gravity was interpolated from observed gravity values.
 DP8045
 DP8045;                    North         East    Units  Estimated Accuracy
 DP8045;SPC FL N     -   162,868.9     369,547.0     MT  (+/- 3 meters HH1 GPS) 
 DP8045
 DP8045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU0964368368(NAD 83)
 DP8045
 DP8045                          SUPERSEDED SURVEY CONTROL
 DP8045
 DP8045  NAVD 88 (10/30/15)    2.974  (m)            9.76   (f) SUPERSEDED  2 1
 DP8045
 DP8045.Superseded values are not recommended for survey control.
 DP8045
 DP8045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP8045.See file dsdata.pdf to determine how the superseded data were derived.
 DP8045
 DP8045_MARKER: DU = BOUNDARY MARKER
 DP8045_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP8045+WITH SETTING: INFORMATION.
 DP8045_STAMPING: 6-13 2013
 DP8045_MARK LOGO: USACE
 DP8045_PROJECTION: FLUSH
 DP8045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP8045_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8045+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2020
 DP8045
 DP8045  HISTORY     - Date     Condition        Report By
 DP8045  HISTORY     - 2013     MONUMENTED       USACE
 DP8045  HISTORY     - 20150324 GOOD             FLDEP
 DP8045  HISTORY     - 20180406 GOOD             FLDEP
 DP8045  HISTORY     - 20200805 GOOD             PICKET
 DP8045
 DP8045                          STATION DESCRIPTION
 DP8045
 DP8045'DESCRIBED BY FL DEPT OF ENV PRO 2015 (MAH)
 DP8045'THE MARK IS ABOUT 11.1 MI (17.9 KM) SOUTH-SOUTHEAST OF WARD BASIN, 3.8
 DP8045'MI (6.1 KM) NORTHWEST OF NAVARRE AND IN THE TOWN OF HOLLEY, IN SECTION
 DP8045'6, TOWNSHIP 2 SOUTH, RANGE 25 WEST.
 DP8045'
 DP8045'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 87 AND COUNTY ROAD
 DP8045'399 IN HOLLEY, GO NORTH ON U.S. HIGHWAY 87 FOR 2.75 MI (4.4 KM) TO THE
 DP8045'JUNCTION OF BOB TOLBERT ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, A
 DP8045'DISC ON THE TOP OF A STEEL ROD, FLUSH WITH THE GROUND AND LEVEL OF
 DP8045'U.S. HIGHWAY 87 NORTHBOUND LANES.
 DP8045'
 DP8045'LOCATED 47.0 FT (14.3 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DP8045'OF U.S. HIGHWAY 87 NORTHBOUND LANES, 40.6 FT (12.4 M) EAST-SOUTHEAST
 DP8045'OF THE APPROXIMATE CENTERLINE OF BOB TOLBERT ROAD, 11.2 FT (3.4 M)
 DP8045'EAST OF A FIRE HYDRANT AND 2.9 FT (0.9 M) SOUTH-SOUTHWEST OF A
 DP8045'CARSONITE WITNESS POST.
 DP8045'
 DP8045'NOTE-ROD DEPTH UNKNOWN.
 DP8045
 DP8045                          STATION RECOVERY (2018)
 DP8045
 DP8045'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (KLB)
 DP8045'RECOVERED IN GOOD CONDITION.
 DP8045
 DP8045                          STATION RECOVERY (2020)
 DP8045
 DP8045'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2020 (JMC)
 DP8045'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2619 ***********************************************************************
 DM2619  DESIGNATION -  6 36.87
 DM2619  PID         -  DM2619
 DM2619  STATE/COUNTY-  FL/FLAGLER
 DM2619  COUNTRY     -  US
 DM2619  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 DM2619
 DM2619                         *CURRENT SURVEY CONTROL
 DM2619  ______________________________________________________________________
 DM2619* NAD 83(1986) POSITION- 29 25 32.6    (N) 081 09 05.6    (W)   HD_HELD2
 DM2619* NAVD 88 ORTHO HEIGHT -    10.925 (meters)       35.84  (feet) ADJUSTED
 DM2619  ______________________________________________________________________
 DM2619  GEOID HEIGHT    -        -28.579 (meters)                     GEOID18
 DM2619  DYNAMIC HEIGHT  -         10.910 (meters)       35.79  (feet) COMP
 DM2619  MODELED GRAVITY -    979,285.8   (mgal)                       NAVD 88
 DM2619
 DM2619  VERT ORDER      -  FIRST     CLASS II
 DM2619
 DM2619.The horizontal coordinates were established by autonomous hand held GPS
 DM2619.observations and have an estimated accuracy of +/- 10 meters.
 DM2619
 DM2619.The orthometric height was determined by differential leveling and
 DM2619.adjusted by the NATIONAL GEODETIC SURVEY
 DM2619.in December 2010.
 DM2619
 DM2619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2619.GEOID18 height accuracy estimate available here.
 DM2619
 DM2619.Click photographs - Photos may exist for this station.
 DM2619
 DM2619.The dynamic height is computed by dividing the NAVD 88
 DM2619.geopotential number by the normal gravity value computed on the
 DM2619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2619.degrees latitude (g = 980.6199 gals.).
 DM2619
 DM2619.The modeled gravity was interpolated from observed gravity values.
 DM2619
 DM2619;                    North         East    Units  Estimated Accuracy
 DM2619;SPC FL E     -   564,224.      185,294.      MT  (+/- 10 meters HH2 GPS)
 DM2619
 DM2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8529955163(NAD 83)
 DM2619
 DM2619                          SUPERSEDED SURVEY CONTROL
 DM2619
 DM2619.No superseded survey control is available for this station.
 DM2619
 DM2619_MARKER: DB = BENCH MARK DISK
 DM2619_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM2619_STAMPING: 6 36.87
 DM2619_MARK LOGO: FLSRD
 DM2619_PROJECTION: PROJECTING 30 CENTIMETERS
 DM2619_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM2619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM2619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2619+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2022
 DM2619
 DM2619  HISTORY     - Date     Condition        Report By
 DM2619  HISTORY     - UNK      MONUMENTED       FLSRD
 DM2619  HISTORY     - 20090204 GOOD             FLDEP
 DM2619  HISTORY     - 20221026 GOOD             FLDEP
 DM2619
 DM2619                          STATION DESCRIPTION
 DM2619
 DM2619'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM2619'THE MARK IS ABOUT 10.8 MI (17.4 KM) SOUTH OF PALM COAST, 7.0 MI (11.3
 DM2619'KM) EAST-SOUTHEAST OF BUNNELL, 3.7 MI (6.0 KM) SOUTH-SOUTHWEST OF
 DM2619'FLAGLER BEACH, IN SECTION 35, TOWNSHIP 12 SOUTH, RANGE 31 EAST.
 DM2619'
 DM2619'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 100 AND THE I-95
 DM2619'OVERPASS IN PALM COAST, GO EAST ON STATE ROAD 100 FOR 0.25 MI (0.4 KM)
 DM2619'TO THE INTERSECTION OF OLD KINGS ROAD (STATE ROAD 5A).  TURN RIGHT ON
 DM2619'OLD KINGS ROAD (STATE ROAD 5A) AND GO SOUTH FOR 3.85 MI (6.2 KM) TO
 DM2619'THE MARK ON THE RIGHT, SET IN THE TOP OF A 0.4 FT (0.1 M) SQUARE
 DM2619'CONCRETE POST PROJECTING 10-INCHES ABOVE THE LEVEL OF THE GROUND AND
 DM2619'ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF OLD KINGS ROAD (STATE ROAD
 DM2619'5A).
 DM2619'
 DM2619'LOCATED 108.0 FT (32.9 M) SOUTH-SOUTHEAST OF A HOG WIRE FENCE CORNER
 DM2619'POST, 49.7 FT (15.1 M) SOUTH-SOUTHEAST OF A POWER POLE NUMBER
 DM2619'37020371101, 49.5 FT (15.1 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DM2619'OF OLD KINGS ROAD (STATE ROAD 5A), 7.0 FT (2.1 M) EAST OF THE EAST
 DM2619'EDGE OF A SIDEWALK, 1.5 FT (0.5 M) SOUTH OF A CONCRETE RIGHT OF WAY
 DM2619'MARKER AND 1.0 FT (0.3 M) NORTH OF A METAL WITNESS POST.
 DM2619
 DM2619                          STATION RECOVERY (2022)
 DM2619
 DM2619'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (JRH)
 DM2619'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP8044 ***********************************************************************
 DP8044  DESIGNATION -  6 8
 DP8044  PID         -  DP8044
 DP8044  STATE/COUNTY-  FL/SANTA ROSA
 DP8044  COUNTRY     -  US
 DP8044  USGS QUAD   -  HOLLEY (2018)
 DP8044
 DP8044                         *CURRENT SURVEY CONTROL
 DP8044  ______________________________________________________________________
 DP8044* NAD 83(1986) POSITION- 30 26 48.81   (N) 086 53 47.51   (W)   HD_HELD1
 DP8044* NAVD 88 ORTHO HEIGHT -     2.579 (meters)        8.46  (feet) ADJUSTED
 DP8044  ______________________________________________________________________
 DP8044  GEOID HEIGHT    -        -27.286 (meters)                     GEOID18
 DP8044  DYNAMIC HEIGHT  -          2.576 (meters)        8.45  (feet) COMP
 DP8044  MODELED GRAVITY -    979,352.4   (mgal)                       NAVD 88
 DP8044
 DP8044  VERT ORDER      -  SECOND    CLASS I
 DP8044
 DP8044.The horizontal coordinates were determined by differentially corrected
 DP8044.hand held GPS observations or other comparable positioning techniques
 DP8044.and have an estimated accuracy of +/- 3 meters.
 DP8044
 DP8044.The orthometric height was determined by differential leveling and
 DP8044.adjusted by the NATIONAL GEODETIC SURVEY
 DP8044.in October 2015.
 DP8044
 DP8044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8044.GEOID18 height accuracy estimate available here.
 DP8044
 DP8044.Click photographs - Photos may exist for this station.
 DP8044
 DP8044.The dynamic height is computed by dividing the NAVD 88
 DP8044.geopotential number by the normal gravity value computed on the
 DP8044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8044.degrees latitude (g = 980.6199 gals.).
 DP8044
 DP8044.The modeled gravity was interpolated from observed gravity values.
 DP8044
 DP8044;                    North         East    Units  Estimated Accuracy
 DP8044;SPC FL N     -   162,804.6     369,836.8     MT  (+/- 3 meters HH1 GPS) 
 DP8044
 DP8044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU0993468310(NAD 83)
 DP8044
 DP8044                          SUPERSEDED SURVEY CONTROL
 DP8044
 DP8044.No superseded survey control is available for this station.
 DP8044
 DP8044_MARKER: I = METAL ROD
 DP8044_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP8044+WITH SETTING: INFORMATION.
 DP8044_STAMPING: 6-8 2013
 DP8044_MARK LOGO: USACE
 DP8044_PROJECTION: FLUSH
 DP8044_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP8044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8044+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2020
 DP8044
 DP8044  HISTORY     - Date     Condition        Report By
 DP8044  HISTORY     - 2013     MONUMENTED       USACE
 DP8044  HISTORY     - 20150324 GOOD             FLDEP
 DP8044  HISTORY     - 20180406 GOOD             FLDEP
 DP8044  HISTORY     - 20200814 GOOD             PICKET
 DP8044
 DP8044                          STATION DESCRIPTION
 DP8044
 DP8044'DESCRIBED BY FL DEPT OF ENV PRO 2015 (MAH)
 DP8044'THE MARK IS ABOUT 11.2 MI (18.0 KM) SOUTH-SOUTHEAST OF WARD BASIN, 3.7
 DP8044'MI (6.0 KM) NORTH-NORTHWEST OF NAVARRE, 0.6 MI (1.0 KM) EAST OF
 DP8044'HOLLEY, IN SECTION 6, TOWNSHIP 2 SOUTH, RANGE 25 WEST.
 DP8044'
 DP8044'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 87 AND COUNTY ROAD
 DP8044'399 IN HOLLEY, GO NORTH ON U.S. HIGHWAY 87 FOR 2.55 MI (4.1 KM) TO A
 DP8044'HOLDING POND ON THE RIGHT AND TO THE MARK ON THE RIGHT, A DISC ON THE
 DP8044'TOP OF A STEEL ROD SET FLUSH WITH THE GROUND AND 2.0 FT (0.6 M) BELOW
 DP8044'THE LEVEL OF U.S. HIGHWAY 87 NORTHBOUND LANES.
 DP8044'
 DP8044'LOCATED 64.5 FT (19.7 M) WEST OF THE APPROXIMATE CENTERLINE OF A GATE
 DP8044'ENTRANCE TO A HOLDING POND, 45.0 FT (13.7 M) NORTH OF THE APPROXIMATE
 DP8044'CENTERLINE OF U.S. HIGHWAY 87 NORTHBOUND LANES, 21.4 FT (6.5 M) NORTH
 DP8044'OF THE NORTH EDGE OF THE SIDEWALK, 3.0 FT (0.9 M) WEST OF A CARSONITE
 DP8044'WITNESS POST AND 0.2 FT (6 CM) SOUTH OF THE CHAIN LINK FENCE AROUND A
 DP8044'HOLDING POND.
 DP8044'
 DP8044'NOTE-ROD DEPTH UNKNOWN.
 DP8044
 DP8044                          STATION RECOVERY (2018)
 DP8044
 DP8044'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (KLB)
 DP8044'RECOVERED IN GOOD CONDITION.
 DP8044
 DP8044                          STATION RECOVERY (2020)
 DP8044
 DP8044'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2020 (JMC)
 DP8044'RECOVERED AS DESCRIBED.
 DP8044'
 DP8044'NOTE -THE ROAD IDENTIFIED AS U.S. HIGHWAY 87 IS STATE ROAD 87 AND U.S.
 DP8044'COUNTY ROAD 399 IS SANTA ROSA COUNTY ROAD 399.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3909 ***********************************************************************
 BE3909  DESIGNATION -  6 D
 BE3909  PID         -  BE3909
 BE3909  STATE/COUNTY-  FL/LEON
 BE3909  COUNTRY     -  US
 BE3909  USGS QUAD   -  TALLAHASSEE (2018)
 BE3909
 BE3909                         *CURRENT SURVEY CONTROL
 BE3909  ______________________________________________________________________
 BE3909* NAD 83(1986) POSITION- 30 26 28.     (N) 084 21 12.     (W)   SCALED
 BE3909* NAVD 88 ORTHO HEIGHT -    27.195 (meters)       89.22  (feet) ADJUSTED
 BE3909  ______________________________________________________________________
 BE3909  GEOID HEIGHT    -        -27.782 (meters)                     GEOID18
 BE3909  DYNAMIC HEIGHT  -         27.160 (meters)       89.11  (feet) COMP
 BE3909  MODELED GRAVITY -    979,339.3   (mgal)                       NAVD 88
 BE3909
 BE3909  VERT ORDER      -  SECOND    CLASS I
 BE3909
 BE3909.The horizontal coordinates were scaled from a map and have
 BE3909.an estimated accuracy of +/- 6 seconds.
 BE3909
 BE3909.The orthometric height was determined by differential leveling and
 BE3909.adjusted by the NATIONAL GEODETIC SURVEY
 BE3909.in March 1995.
 BE3909
 BE3909.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3909.GEOID18 height accuracy estimate available here.
 BE3909
 BE3909.Click photographs - Photos may exist for this station.
 BE3909
 BE3909.The dynamic height is computed by dividing the NAVD 88
 BE3909.geopotential number by the normal gravity value computed on the
 BE3909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3909.degrees latitude (g = 980.6199 gals.).
 BE3909
 BE3909.The modeled gravity was interpolated from observed gravity values.
 BE3909
 BE3909;                    North         East    Units  Estimated Accuracy
 BE3909;SPC FL N     -   159,750.      614,090.      MT  (+/- 180 meters Scaled)
 BE3909
 BE3909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU541706(NAD 83)
 BE3909
 BE3909                          SUPERSEDED SURVEY CONTROL
 BE3909
 BE3909.No superseded survey control is available for this station.
 BE3909
 BE3909_MARKER: DB = BENCH MARK DISK
 BE3909_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BE3909_SP_SET: BRIDGE ABUTMENT
 BE3909_STAMPING: 6 D
 BE3909_MARK LOGO: FLDT
 BE3909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3909+STABILITY: SURFACE MOTION
 BE3909
 BE3909  HISTORY     - Date     Condition        Report By
 BE3909  HISTORY     - UNK      MONUMENTED       FLDT
 BE3909  HISTORY     - 1983     GOOD             FLDNR
 BE3909  HISTORY     - 20091012 MARK NOT FOUND   FLDEP
 BE3909
 BE3909                          STATION DESCRIPTION
 BE3909
 BE3909'DESCRIBED BY FL DEPT OF NAT RES 1983
 BE3909'IN TALLAHASSEE.
 BE3909'BEGIN AT THE INTERSECTION OF INTERSTATE 10 AND STATE ROAD 263
 BE3909'(CAPITAL CIRCLE), GO 2.65 MILES SOUTH ALONG CAPITAL CIRCLE TO THE
 BE3909'MARK.  THE MARK BEARS 0.4 MILE NORTH OF STATE ROAD 20, 15.3 FEET
 BE3909'SOUTHEAST OF THE CENTERLINE OF CAPITAL CIRCLE, AND 1.6 FEET NORTHEAST
 BE3909'OF THE NORTHEAST CORNER OF THE BRIDGE SPAN.  THE MARK IS SET IN THE
 BE3909'NORTHEAST ABUTMENT OF THE CAPITAL CIRCLE BRIDGE OVER THE SEABOARD
 BE3909'COASTLINE RAILROAD.
 BE3909'THE MARK IS 0.5 FT ABOVE ROAD.
 BE3909
 BE3909                          STATION RECOVERY (2009)
 BE3909
 BE3909'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 BE3909'THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE5186 ***********************************************************************
 DE5186  DESIGNATION -  6 E
 DE5186  PID         -  DE5186
 DE5186  STATE/COUNTY-  FL/MIAMI-DADE
 DE5186  COUNTRY     -  US
 DE5186  USGS QUAD   -  NORTH OF FORTYMILE BEND (2018)
 DE5186
 DE5186                         *CURRENT SURVEY CONTROL
 DE5186  ______________________________________________________________________
 DE5186* NAD 83(1986) POSITION- 25 55 34.     (N) 080 50 03.     (W)   SCALED
 DE5186* NAVD 88 ORTHO HEIGHT -     5.021 (meters)       16.47  (feet) ADJUSTED
 DE5186  ______________________________________________________________________
 DE5186  GEOID HEIGHT    -        -24.425 (meters)                     GEOID18
 DE5186  DYNAMIC HEIGHT  -          5.013 (meters)       16.45  (feet) COMP
 DE5186  MODELED GRAVITY -    979,031.3   (mgal)                       NAVD 88
 DE5186
 DE5186  VERT ORDER      -  FIRST     CLASS II
 DE5186
 DE5186.The horizontal coordinates were scaled from a map and have
 DE5186.an estimated accuracy of +/- 6 seconds.
 DE5186
 DE5186.The orthometric height was determined by differential leveling and
 DE5186.adjusted by the NATIONAL GEODETIC SURVEY
 DE5186.in June 2002.
 DE5186
 DE5186.No vertical observational check was made to the station.
 DE5186
 DE5186.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE5186.GEOID18 height accuracy estimate available here.
 DE5186
 DE5186.Click photographs - Photos may exist for this station.
 DE5186
 DE5186.The dynamic height is computed by dividing the NAVD 88
 DE5186.geopotential number by the normal gravity value computed on the
 DE5186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE5186.degrees latitude (g = 980.6199 gals.).
 DE5186
 DE5186.The modeled gravity was interpolated from observed gravity values.
 DE5186
 DE5186;                    North         East    Units  Estimated Accuracy
 DE5186;SPC FL E     -   176,440.      216,610.      MT  (+/- 180 meters Scaled)
 DE5186
 DE5186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ166675(NAD 83)
 DE5186
 DE5186                          SUPERSEDED SURVEY CONTROL
 DE5186
 DE5186.No superseded survey control is available for this station.
 DE5186
 DE5186_MARKER: DD = SURVEY DISK
 DE5186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5186_STAMPING: 6-E 1983 SFWMD
 DE5186_MARK LOGO: SFLWMD
 DE5186_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5186+STABILITY: SURFACE MOTION
 DE5186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5186+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2000
 DE5186
 DE5186  HISTORY     - Date     Condition        Report By
 DE5186  HISTORY     - 1983     MONUMENTED       SFLWMD
 DE5186  HISTORY     - 20001019 GOOD             FLDEP
 DE5186
 DE5186                          STATION DESCRIPTION
 DE5186
 DE5186'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DE5186'THE MARK IS ABOUT 25.0 MI (40.2 KM) WEST OF HIALEAH, 18.2 MI (29.3 KM)
 DE5186'EAST OF MONROE STATION, 12.6 MI (20.3 KM) NORTH OF FORTY MILE BEND ON
 DE5186'A LEVEE, IN SECTION 21, TOWNSHIP 52 SOUTH, RANGE 35 EAST. TO REACH THE
 DE5186'MARK FROM THE INTERSECTION OF COUNTY ROAD 997 (KROME AVE SW 177 AVE)
 DE5186'AND U.S.  HIGHWAY 41 (TAMIAMI TRAIL SOUTHWEST 8TH STREET) ABOUT 10.0
 DE5186'MI (16.1 KM) SOUTHWEST OF HIALEAH, GO WEST ON U.S. HIGHWAY 41 (TAMIAMI
 DE5186'TRAIL SOUTHWEST 8TH STREET) FOR 21.55 MI (34.68 KM) TO THE NORTHWEST
 DE5186'END OF FLOOD CONTROL STRUCTURE S-12A AND THE JUNCTION OF LEVEE 29 ROAD
 DE5186'0N THE RIGHT, TURN RIGHT ON THE LEVEE 29 ROAD AND GO NORTH THEN
 DE5186'NORTHWEST FOR 0.15 MI (0.24 KM) TO A LOCKED GATE ACROSS THE LEVEE,
 DE5186'CONTINUE NORTHWEST ON THE LEVEE 29 ROAD FOR 2.95 MI (4.75 KM) TO WHERE
 DE5186'THE LEVEE ROAD TURNS NORTH AND BECOME LEVEE 28, CONTINUE NORTH ON THE
 DE5186'LEVEE 28 ROAD FOR 9.5 MI (15.3 KM) TO A TURNOUT ON THE RIGHT AND THE
 DE5186'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 DE5186'WITH THE GROUND AND LEVEL WITH THE LEVEE ROAD. LOCATED 26.2 FT (8.0 M)
 DE5186'EAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 1.6 FT (0.5
 DE5186'M) WEST OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTRACT SOUTH
 DE5186'FLORIDA WATER MANAGEMENT, REGIONAL DIRECTOR, MIAMI FIELD STATION,
 DE5186'PHONE NUMBER 305-377-7274.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0320 ***********************************************************************
 AF0320  DESIGNATION -  6 FT FLAT PLATE 1962
 AF0320  PID         -  AF0320
 AF0320  STATE/COUNTY-  FL/BREVARD
 AF0320  COUNTRY     -  US
 AF0320  USGS QUAD   -  GRANT (2018)
 AF0320
 AF0320                         *CURRENT SURVEY CONTROL
 AF0320  ______________________________________________________________________
 AF0320* NAD 83(1990) POSITION- 27 57 28.96742(N) 080 33 46.19161(W)   ADJUSTED
 AF0320* NAVD 88 ORTHO HEIGHT -     2.92  (+/-2cm)        9.6   (feet) VERTCON3
 AF0320  ______________________________________________________________________
 AF0320  GEOID HEIGHT    -        -28.051 (meters)                     GEOID18
 AF0320  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 AF0320  HORZ ORDER      -  SECOND
 AF0320  VERT ORDER      -  THIRD ? (See Below)
 AF0320
 AF0320.The horizontal coordinates were established by classical geodetic methods
 AF0320.and adjusted by the National Geodetic Survey in May 1991.
 AF0320
 AF0320.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0320
 AF0320.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0320.GEOID18 height accuracy estimate available here.
 AF0320
 AF0320.The vertical order pertains to the NGVD 29 superseded value.
 AF0320
 AF0320.Click photographs - Photos may exist for this station.
 AF0320
 AF0320.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0320
 AF0320. The following values were computed from the NAD 83(1990) position.
 AF0320
 AF0320;                    North         East     Units Scale Factor Converg.
 AF0320;SPC FL E     -   401,636.947   243,015.107   MT  0.99996401   +0 12 17.9
 AF0320;SPC FL E     - 1,317,703.88    797,292.06   sFT  0.99996401   +0 12 17.9
 AF0320;UTM  17      - 3,092,631.892   543,000.430   MT  0.99962282   +0 12 17.9
 AF0320
 AF0320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0320!SPC FL E     -   1.00000395  x   0.99996401  =   0.99996796
 AF0320!UTM  17      -   1.00000395  x   0.99962282  =   0.99962677
 AF0320
 AF0320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4300092631(NAD 83)
 AF0320
 AF0320                          SUPERSEDED SURVEY CONTROL
 AF0320
 AF0320  NAD 83(1986)-  27 57 28.97230(N)    080 33 46.20630(W) AD(       ) 2
 AF0320  NAD 27      -  27 57 27.89944(N)    080 33 47.01355(W) AD(       ) 2
 AF0320  NGVD 29               3.35   (m)           11.0    (f) LEVELING    3  
 AF0320
 AF0320.Superseded values are not recommended for survey control.
 AF0320
 AF0320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0320.See file dsdata.pdf to determine how the superseded data were derived.
 AF0320
 AF0320_MARKER: Z = SEE DESCRIPTION
 AF0320_SETTING: 0 = UNSPECIFIED SETTING
 AF0320_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0320
 AF0320  HISTORY     - Date     Condition        Report By
 AF0320  HISTORY     - 1962     MONUMENTED       CGS
 AF0320
 AF0320                          STATION DESCRIPTION
 AF0320
 AF0320'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 AF0320'SEE STATION CENTRAL BORE TRAV
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0797 ***********************************************************************
 AQ0797  DESIGNATION -  6 JAS
 AQ0797  PID         -  AQ0797
 AQ0797  STATE/COUNTY-  FL/MARION
 AQ0797  COUNTRY     -  US
 AQ0797  USGS QUAD   -  FARLES LAKE (2018)
 AQ0797
 AQ0797                         *CURRENT SURVEY CONTROL
 AQ0797  ______________________________________________________________________
 AQ0797* NAD 83(1986) POSITION- 29 03 02.     (N) 081 42 31.     (W)   SCALED
 AQ0797* NAVD 88 ORTHO HEIGHT -    26.815 (meters)       87.98  (feet) ADJUSTED
 AQ0797  ______________________________________________________________________
 AQ0797  GEOID HEIGHT    -        -28.063 (meters)                     GEOID18
 AQ0797  DYNAMIC HEIGHT  -         26.777 (meters)       87.85  (feet) COMP
 AQ0797  MODELED GRAVITY -    979,225.8   (mgal)                       NAVD 88
 AQ0797
 AQ0797  VERT ORDER      -  FIRST     CLASS II
 AQ0797
 AQ0797.The horizontal coordinates were scaled from a map and have
 AQ0797.an estimated accuracy of +/- 6 seconds.
 AQ0797
 AQ0797.The orthometric height was determined by differential leveling and
 AQ0797.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0797.in June 1991.
 AQ0797
 AQ0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0797.GEOID18 height accuracy estimate available here.
 AQ0797
 AQ0797.Click photographs - Photos may exist for this station.
 AQ0797
 AQ0797.The dynamic height is computed by dividing the NAVD 88
 AQ0797.geopotential number by the normal gravity value computed on the
 AQ0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0797.degrees latitude (g = 980.6199 gals.).
 AQ0797
 AQ0797.The modeled gravity was interpolated from observed gravity values.
 AQ0797
 AQ0797;                    North         East    Units  Estimated Accuracy
 AQ0797;SPC FL W     -   522,670.      228,380.      MT  (+/- 180 meters Scaled)
 AQ0797
 AQ0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN310137(NAD 83)
 AQ0797
 AQ0797                          SUPERSEDED SURVEY CONTROL
 AQ0797
 AQ0797  NGVD 29 (??/??/92)   27.137  (m)           89.03   (f) ADJ UNCH    1 2
 AQ0797
 AQ0797.Superseded values are not recommended for survey control.
 AQ0797
 AQ0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0797.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0797
 AQ0797_MARKER: DD = SURVEY DISK
 AQ0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0797_STAMPING: 6 JAS 1966 89
 AQ0797_MARK LOGO: USGS
 AQ0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0797+STABILITY: SURFACE MOTION
 AQ0797
 AQ0797  HISTORY     - Date     Condition        Report By
 AQ0797  HISTORY     - 1966     MONUMENTED       USGS
 AQ0797  HISTORY     - 1968     GOOD             CGS
 AQ0797  HISTORY     - 1990     GOOD             USPSQD
 AQ0797  HISTORY     - 19910303 GOOD             USPSQD
 AQ0797
 AQ0797                          STATION DESCRIPTION
 AQ0797
 AQ0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 AQ0797'9.8 MI NW FROM ALTOONA.
 AQ0797'ABOUT 5.4 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 AQ0797'OF STATE HIGHWAY 42 LEADING EAST AT ALTOONA, THENCE ABOUT 4.35
 AQ0797'MILES WEST ALONG FOREST SERVICE ROAD 73, 66 FEET NORTHEAST OF
 AQ0797'THE INTERSECTION OF FOREST SERVICE ROAD 65, 53 FEET EAST OF THE
 AQ0797'CENTER LINE OF FOREST SERVICE ROAD 65, 40 FEET NORTH OF THE
 AQ0797'CENTER LINE OF FOREST SERVICE ROAD 73, 1.0 FOOT NORTH OF A
 AQ0797'METAL WITNESS POST, ABOUT LEVEL WITH FOREST SERVICE ROAD 73,
 AQ0797'ABOUT 1 FOOT BELOW THE LEVEL OF FOREST SERVICE ROAD 65 AND SET
 AQ0797'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE
 AQ0797'LEVEL OF THE GROUND.
 AQ0797
 AQ0797                          STATION RECOVERY (1990)
 AQ0797
 AQ0797'RECOVERY NOTE BY US POWER SQUADRON 1990 (WT)
 AQ0797'RECOVERED IN GOOD CONDITION.
 AQ0797
 AQ0797                          STATION RECOVERY (1991)
 AQ0797
 AQ0797'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0797'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0469 ***********************************************************************
 BC0469  DESIGNATION -  6 MAYPORT NAVAL BASE
 BC0469  PID         -  BC0469
 BC0469  STATE/COUNTY-  FL/DUVAL
 BC0469  COUNTRY     -  US
 BC0469  USGS QUAD   -  MAYPORT (2018)
 BC0469
 BC0469                         *CURRENT SURVEY CONTROL
 BC0469  ______________________________________________________________________
 BC0469* NAD 83(1986) POSITION- 30 23 17.     (N) 081 24 44.     (W)   SCALED
 BC0469* NAVD 88 ORTHO HEIGHT -     2.217 (meters)        7.27  (feet) ADJUSTED
 BC0469  ______________________________________________________________________
 BC0469  GEOID HEIGHT    -        -28.569 (meters)                     GEOID18
 BC0469  DYNAMIC HEIGHT  -          2.215 (meters)        7.27  (feet) COMP
 BC0469  MODELED GRAVITY -    979,364.1   (mgal)                       NAVD 88
 BC0469
 BC0469  VERT ORDER      -  SECOND    CLASS 0
 BC0469
 BC0469.The horizontal coordinates were scaled from a map and have
 BC0469.an estimated accuracy of +/- 6 seconds.
 BC0469
 BC0469.The orthometric height was determined by differential leveling and
 BC0469.adjusted by the NATIONAL GEODETIC SURVEY
 BC0469.in June 1991.
 BC0469
 BC0469.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0469.GEOID18 height accuracy estimate available here.
 BC0469
 BC0469.Click photographs - Photos may exist for this station.
 BC0469
 BC0469.The dynamic height is computed by dividing the NAVD 88
 BC0469.geopotential number by the normal gravity value computed on the
 BC0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0469.degrees latitude (g = 980.6199 gals.).
 BC0469
 BC0469.The modeled gravity was interpolated from observed gravity values.
 BC0469
 BC0469;                    North         East    Units  Estimated Accuracy
 BC0469;SPC FL E     -   670,960.      160,380.      MT  (+/- 180 meters Scaled)
 BC0469
 BC0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP603618(NAD 83)
 BC0469
 BC0469                          SUPERSEDED SURVEY CONTROL
 BC0469
 BC0469  NGVD 29 (??/??/92)    2.55   (m)            8.4    (f) COMPUTED    2 0
 BC0469
 BC0469.Superseded values are not recommended for survey control.
 BC0469
 BC0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0469.See file dsdata.pdf to determine how the superseded data were derived.
 BC0469
 BC0469_MARKER: DD = SURVEY DISK
 BC0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0469_STAMPING: 6
 BC0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0469+STABILITY: SURFACE MOTION
 BC0469
 BC0469  HISTORY     - Date     Condition        Report By
 BC0469  HISTORY     - UNK      MONUMENTED       DOD
 BC0469  HISTORY     - 1970     GOOD             NGS
 BC0469  HISTORY     - 1974     GOOD             NGS
 BC0469
 BC0469                          STATION DESCRIPTION
 BC0469
 BC0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0469'AT MAYPORT NAVAL BASE.
 BC0469'AT MAYPORT NAVAL BASE, ALONG MASSEY AVENUE, ABOUT 0.8 MILE WEST
 BC0469'ALONG MASSEY AVENUE FROM ITS JUNCTION WITH BALTIMORE STREET,
 BC0469'ABOUT 100 YARDS NORTHWEST OF WATER TOWER NO. 287, 39 FEET NORTH
 BC0469'OF THE CENTER LINE OF MASSEY AVENUE, 28 FEET EAST OF THE CENTER
 BC0469'LINE OF MARLEY AVENUE, 1 1/2 FEET SOUTH OF A 2-INCH IRON PIPE
 BC0469'WHICH PROJECTS 2 1/2 FEET ABOVE THE LEVEL OF THE GROUND, 1 1/2
 BC0469'FEET WEST OF A 2 INCH IRON PIPE WHICH PROJECTS 2 1/2 FEET ABOVE
 BC0469'THE LEVEL OF THE GROUND, ABOUT LEVEL WITH MANLEY AVENUE AND SET
 BC0469'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 BC0469'OF THE GROUND.
 BC0469
 BC0469                          STATION RECOVERY (1974)
 BC0469
 BC0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BC0469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5196 ***********************************************************************
 AB5196  DESIGNATION -  6 RAJ
 AB5196  PID         -  AB5196
 AB5196  STATE/COUNTY-  FL/LAKE
 AB5196  COUNTRY     -  US
 AB5196  USGS QUAD   -  EMERALDA ISLAND (2018)
 AB5196
 AB5196                         *CURRENT SURVEY CONTROL
 AB5196  ______________________________________________________________________
 AB5196* NAD 83(1986) POSITION- 28 53 05.     (N) 081 47 24.     (W)   SCALED
 AB5196* NAVD 88 ORTHO HEIGHT -    21.511 (meters)       70.57  (feet) ADJUSTED
 AB5196  ______________________________________________________________________
 AB5196  GEOID HEIGHT    -        -27.645 (meters)                     GEOID18
 AB5196  DYNAMIC HEIGHT  -         21.480 (meters)       70.47  (feet) COMP
 AB5196  MODELED GRAVITY -    979,234.2   (mgal)                       NAVD 88
 AB5196
 AB5196  VERT ORDER      -  SECOND    CLASS I
 AB5196
 AB5196.The horizontal coordinates were scaled from a map and have
 AB5196.an estimated accuracy of +/- 6 seconds.
 AB5196
 AB5196.The orthometric height was determined by differential leveling and
 AB5196.adjusted by the NATIONAL GEODETIC SURVEY
 AB5196.in September 1996.
 AB5196
 AB5196.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5196.GEOID18 height accuracy estimate available here.
 AB5196
 AB5196.Click photographs - Photos may exist for this station.
 AB5196
 AB5196.The dynamic height is computed by dividing the NAVD 88
 AB5196.geopotential number by the normal gravity value computed on the
 AB5196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5196.degrees latitude (g = 980.6199 gals.).
 AB5196
 AB5196.The modeled gravity was interpolated from observed gravity values.
 AB5196
 AB5196;                    North         East    Units  Estimated Accuracy
 AB5196;SPC FL E     -   504,510.      122,940.      MT  (+/- 180 meters Scaled)
 AB5196
 AB5196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM229954(NAD 83)
 AB5196
 AB5196                          SUPERSEDED SURVEY CONTROL
 AB5196
 AB5196.No superseded survey control is available for this station.
 AB5196
 AB5196_MARKER: DD = SURVEY DISK
 AB5196_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AB5196_STAMPING: 6 RAJ 1962 72 FEET
 AB5196_MARK LOGO: USGS
 AB5196_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB5196_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5196+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1994
 AB5196
 AB5196  HISTORY     - Date     Condition        Report By
 AB5196  HISTORY     - 1962     MONUMENTED       USGS
 AB5196  HISTORY     - 19940410 GOOD             FLDEP
 AB5196
 AB5196                          STATION DESCRIPTION
 AB5196
 AB5196'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AB5196'THE MARK IS ABOUT 7.0 MI (11.3 KM) NORTHWEST OF EUSTIS, 8.2 MI (13.2
 AB5196'KM) SOUTHWEST OF UMATILLA, 7.5 MI (12.1 KM) NORTHEAST OF LEESBURG IN
 AB5196'SECTION 35, TOWNSHIP 18 SOUTH, RANGE 25 EAST.  TO REACH THE MARK FROM
 AB5196'THE INTERSECTION OF COUNTY ROAD 44 AND COUNTY ROAD 452 NORTHWEST OF
 AB5196'EUSTIS, GO NORTHWEST OF COUNTY ROAD 452 FOR 4.6 MI (7.4 KM) TO THE
 AB5196'JUNCTION OF GOOSE PRAIRIE ROAD ON THE LEFT, TURN LEFT ON GOOSE PRAIRIE
 AB5196'ROAD AND GO WEST-SOUTHWEST FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF
 AB5196'FELKINS ROAD ON THE RIGHT AND TERRELL LANE ON THE LEFT (A DIRT ROAD)
 AB5196'CONTINUE WEST AND SOUTH ON GOOSE PRAIRIE ROAD FOR 1.35 MI (2.17 KM) TO
 AB5196'THE JUNCTION OF EMERALDA ISLAND ROAD (LISMON ROAD) , GO WEST ON
 AB5196'EMERALDA ISLAND ROAD (LISMON ROAD) FOR 0.45 MI (0.72 KM) TO A DIRT
 AB5196'DRIVEWAY ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 AB5196'PREFABRICATED CONCRETE POST FLUSH WITH THE LEVEL OF THE GROUND AND 2.0
 AB5196'FT (0.6 M) BELOW THE LEVEL OF EMERALDA ISLAND ROAD (LISMON ROAD) .
 AB5196'LOCATED 78.3 FT (23.9 M) EAST OF A 74-INCH OAK TREE, 30.4 FT (9.3 M)
 AB5196'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF EMERALDA ISLAND ROAD, 17.9
 AB5196'FT (5.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF A DIRT DRIVEWAY AND
 AB5196'2.0 FT (0.6 M) WEST OF POWER POLE NUMBER R25 DD 310 WITH A METAL
 AB5196'WITNESS PLACQUE ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9831 ***********************************************************************
 AC9831  DESIGNATION -  6 RJN
 AC9831  PID         -  AC9831
 AC9831  STATE/COUNTY-  FL/PUTNAM
 AC9831  COUNTRY     -  US
 AC9831  USGS QUAD   -  WELAKA (2018)
 AC9831
 AC9831                         *CURRENT SURVEY CONTROL
 AC9831  ______________________________________________________________________
 AC9831* NAD 83(1986) POSITION- 29 28 38.     (N) 081 44 23.     (W)   SCALED
 AC9831* NAVD 88 ORTHO HEIGHT -     8.717 (meters)       28.60  (feet) ADJUSTED
 AC9831  ______________________________________________________________________
 AC9831  GEOID HEIGHT    -        -28.356 (meters)                     GEOID18
 AC9831  DYNAMIC HEIGHT  -          8.705 (meters)       28.56  (feet) COMP
 AC9831  MODELED GRAVITY -    979,271.7   (mgal)                       NAVD 88
 AC9831
 AC9831  VERT ORDER      -  FIRST     CLASS II
 AC9831
 AC9831.The horizontal coordinates were scaled from a map and have
 AC9831.an estimated accuracy of +/- 6 seconds.
 AC9831
 AC9831.The orthometric height was determined by differential leveling and
 AC9831.adjusted by the NATIONAL GEODETIC SURVEY
 AC9831.in July 2011.
 AC9831
 AC9831.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9831.GEOID18 height accuracy estimate available here.
 AC9831
 AC9831.Click photographs - Photos may exist for this station.
 AC9831
 AC9831.The dynamic height is computed by dividing the NAVD 88
 AC9831.geopotential number by the normal gravity value computed on the
 AC9831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9831.degrees latitude (g = 980.6199 gals.).
 AC9831
 AC9831.The modeled gravity was interpolated from observed gravity values.
 AC9831
 AC9831;                    North         East    Units  Estimated Accuracy
 AC9831;SPC FL E     -   570,150.      128,260.      MT  (+/- 180 meters Scaled)
 AC9831
 AC9831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN282610(NAD 83)
 AC9831
 AC9831                          SUPERSEDED SURVEY CONTROL
 AC9831
 AC9831  NAVD 88 (09/10/97)    8.719  (m)           28.61   (f) SUPERSEDED  2 1
 AC9831
 AC9831.Superseded values are not recommended for survey control.
 AC9831
 AC9831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9831.See file dsdata.pdf to determine how the superseded data were derived.
 AC9831
 AC9831_MARKER: DD = SURVEY DISK
 AC9831_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC9831_SP_SET: BRIDGE GUARDRAIL
 AC9831_STAMPING: 6 RJN 1967 USGS
 AC9831_MARK LOGO: FLSRD
 AC9831_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9831_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9831+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 AC9831
 AC9831  HISTORY     - Date     Condition        Report By
 AC9831  HISTORY     - 1967     MONUMENTED       FLSRD
 AC9831  HISTORY     - 19960813 GOOD             FLDEP
 AC9831  HISTORY     - 20030710 GOOD             FLDEP
 AC9831  HISTORY     - 20040721 GOOD             FLDEP
 AC9831
 AC9831                          STATION DESCRIPTION
 AC9831
 AC9831'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9831'THE MARK IS ABOUT 14.2 MI (22.9 KM) SOUTHWEST OF PALATKA, 8.4 MI (13.5
 AC9831'KM) NORTH OF SALT SPRINGS IN SECTION 45, TOWNSHIP 12 SOUTH, RANGE 26
 AC9831'EAST. TO REACH THE MARK FROM THE CITY HALL IN PALATKA ON U.S. HIGHWAY
 AC9831'17 (REID STREET, STATE ROAD 100), GO WEST ON U.S. HIGHWAY 17 (REID
 AC9831'STREET, STATE ROAD 100) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF STATE
 AC9831'ROAD 100 ON THE LEFT, TURN LEFT ON STATE ROAD 100 AND GO NORTHWEST FOR
 AC9831'0.8 MI (1.3 KM) TO THE INTERSECTION OF STATE ROAD 19, TURN LEFT ON
 AC9831'STATE ROAD 19 AND GO SOUTH-SOUTHWEST FOR 10.85 MI (17.46 KM) TO THE
 AC9831'SOUTH END OF THE CROSS FLORIDA BARGE CANAL BRIDGE, CONTINUE SOUTH ON
 AC9831'STATE ROAD 19 FOR 3.8 MI (6.1 KM) TO THE BRIDGE OVER THE OKLAWAHA
 AC9831'RIVER AND THE MARK ON THE LEFT, IN TOP OF THE SOUTHEAST CONCRETE
 AC9831'GUARDRAIL AND ABOUT 2.5 FT (0.8 M) ABOVE THE LEVEL OF STATE ROAD 19,
 AC9831'LOCATED 16.9 FT (5.2 M) EAST OF THE APPROXIMATE CENTERLINE OF STATE
 AC9831'ROAD 19 AND 8.0 FT (2.4 M) NORTHWEST OF THE SOUTHEAST END OF THE
 AC9831'CONCRETE GUARDRAIL.
 AC9831
 AC9831                          STATION RECOVERY (2003)
 AC9831
 AC9831'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AC9831'RECOVERED AS DESCRIBED. NOT LEVELED TO THIS DATE OCT 21, 2003.
 AC9831
 AC9831                          STATION RECOVERY (2004)
 AC9831
 AC9831'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9831'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6844 ***********************************************************************
 AG6844  DESIGNATION -  6 ST PETERSBURG
 AG6844  PID         -  AG6844
 AG6844  STATE/COUNTY-  FL/PINELLAS
 AG6844  COUNTRY     -  US
 AG6844  USGS QUAD   -  PORT TAMPA (2018)
 AG6844
 AG6844                         *CURRENT SURVEY CONTROL
 AG6844  ______________________________________________________________________
 AG6844* NAD 83(1986) POSITION- 27 48 13.     (N) 082 36 26.     (W)   SCALED
 AG6844* NAVD 88 ORTHO HEIGHT -     1.009 (meters)        3.31  (feet) ADJUSTED
 AG6844  ______________________________________________________________________
 AG6844  GEOID HEIGHT    -        -24.630 (meters)                     GEOID18
 AG6844  DYNAMIC HEIGHT  -          1.007 (meters)        3.30  (feet) COMP
 AG6844  MODELED GRAVITY -    979,175.8   (mgal)                       NAVD 88
 AG6844
 AG6844  VERT ORDER      -  SECOND    CLASS II
 AG6844
 AG6844.The horizontal coordinates were scaled from a map and have
 AG6844.an estimated accuracy of +/- 6 seconds.
 AG6844
 AG6844.The orthometric height was determined by differential leveling and
 AG6844.adjusted by the NATIONAL GEODETIC SURVEY
 AG6844.in June 1991.
 AG6844
 AG6844.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6844.GEOID18 height accuracy estimate available here.
 AG6844
 AG6844.Click photographs - Photos may exist for this station.
 AG6844
 AG6844.The dynamic height is computed by dividing the NAVD 88
 AG6844.geopotential number by the normal gravity value computed on the
 AG6844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6844.degrees latitude (g = 980.6199 gals.).
 AG6844
 AG6844.The modeled gravity was interpolated from observed gravity values.
 AG6844
 AG6844;                    North         East    Units  Estimated Accuracy
 AG6844;SPC FL W     -   384,600.      140,170.      MT  (+/- 180 meters Scaled)
 AG6844
 AG6844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL416764(NAD 83)
 AG6844
 AG6844                          SUPERSEDED SURVEY CONTROL
 AG6844
 AG6844  NGVD 29 (??/??/92)    1.272  (m)            4.17   (f) ADJ UNCH    2 2
 AG6844
 AG6844.Superseded values are not recommended for survey control.
 AG6844
 AG6844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6844.See file dsdata.pdf to determine how the superseded data were derived.
 AG6844
 AG6844_MARKER: DD = SURVEY DISK
 AG6844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6844+STABILITY: SURFACE MOTION
 AG6844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6844+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2005
 AG6844
 AG6844  HISTORY     - Date     Condition        Report By
 AG6844  HISTORY     - UNK      MONUMENTED       FL2730
 AG6844  HISTORY     - 1975     GOOD             FLDT
 AG6844  HISTORY     - 20010501 GOOD             USPSQD
 AG6844  HISTORY     - 20051017 GOOD             USPSQD
 AG6844
 AG6844                          STATION DESCRIPTION
 AG6844
 AG6844'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6844'AT ST PETERSBURG.
 AG6844'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD. (S.R.
 AG6844'686) AND 4TH STREET N. (S.R. 687), RUN SOUTHERLY ON 4TH STREET
 AG6844'N. FOR 4.05 MILE TO THE INTERSECTION OF 38TH AVE. N., TURN LEFT
 AG6844'ON 38TH AVE. N. AND RUN NORTHEASTERLY FOR 0.35 MILE TO THE
 AG6844'INTERSECTION OF 1ST STREET N. AND 40TH AVE. N., CONTINUE EASTERLY
 AG6844'ON 40TH AVE. N. FOR 1.6 MILE TO THE INTERSECTION OF SHORE ACRES
 AG6844'BLVD., TURN RIGHT AND RUN SOUTHERLY ON SHORE ACRES BLVD. FOR
 AG6844'0.45 MILE TO THE INTERSECTION OF OVERLOOK DRIVE NE AND BAYSHORE
 AG6844'BLVD.  STATION IN THE SOUTH END OF TRAFFIC TRIANGLE OF INTERSECTION,
 AG6844'38.0 FT. SE OF THE CENTERLINE OF OVERLOOK DRIVE, 24.0 FT. NORTH
 AG6844'OF BAYSHORE BLVD., 51.0 FT. N/NE OF POWER POLE, NUMBER 1A-52071,
 AG6844'14.0 FT. SOUTH OF TELEPHONE POLE, NO NUMBER, 6.5 FT. NE OF THE
 AG6844'BACK OF THE CURB.  SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH
 AG6844'THE GROUND.  SECTION 9, T 31S, R 17E
 AG6844
 AG6844                          STATION RECOVERY (2001)
 AG6844
 AG6844'RECOVERY NOTE BY US POWER SQUADRON 2001 (RCK)
 AG6844'22 FEET SOUTH OF CENTER LINE OF OVERLOOK DRIVE, 116' NNE OF POWER POLE
 AG6844'NUMBER 1A-52071, 49 FEET 6 INCHES NW OF FIRE HYDRANT IN THE TRAFFIC
 AG6844'TRIANGLE.
 AG6844
 AG6844                          STATION RECOVERY (2005)
 AG6844
 AG6844'RECOVERY NOTE BY US POWER SQUADRON 2005 (KNB)
 AG6844'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1284 ***********************************************************************
 AG1284  DESIGNATION -  6 V
 AG1284  PID         -  AG1284
 AG1284  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1284  COUNTRY     -  US
 AG1284  USGS QUAD   -  BRANDON (2018)
 AG1284
 AG1284                         *CURRENT SURVEY CONTROL
 AG1284  ______________________________________________________________________
 AG1284* NAD 83(1990) POSITION- 27 56 26.72236(N) 082 21 12.78108(W)   ADJUSTED
 AG1284* NAVD 88 ORTHO HEIGHT -     8.    (meters)       26.    (feet) SCALED
 AG1284  ______________________________________________________________________
 AG1284  GEOID HEIGHT    -        -25.107 (meters)                     GEOID18
 AG1284  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 AG1284  HORZ ORDER      -  THIRD
 AG1284
 AG1284.The horizontal coordinates were established by classical geodetic methods
 AG1284.and adjusted by the National Geodetic Survey in May 1991.
 AG1284
 AG1284.The orthometric height was scaled from a topographic map.
 AG1284
 AG1284.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1284.GEOID18 height accuracy estimate available here.
 AG1284
 AG1284.Click photographs - Photos may exist for this station.
 AG1284
 AG1284.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG1284
 AG1284. The following values were computed from the NAD 83(1990) position.
 AG1284
 AG1284;                    North         East     Units Scale Factor Converg.
 AG1284;SPC FL W     -   399,694.335   165,207.053   MT  0.99995611   -0 09 56.4
 AG1284;SPC FL W     - 1,311,330.50    542,016.81   sFT  0.99995611   -0 09 56.4
 AG1284;UTM  17      - 3,091,376.759   366,835.807   MT  0.99981887   -0 38 03.5
 AG1284
 AG1284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1284!SPC FL W     -   1.00000273  x   0.99995611  =   0.99995884
 AG1284!UTM  17      -   1.00000273  x   0.99981887  =   0.99982160
 AG1284
 AG1284:                Primary Azimuth Mark                     Grid Az
 AG1284:SPC FL W     -  5 V                                      270 15 31.7
 AG1284:UTM  17      -  5 V                                      270 43 38.8
 AG1284
 AG1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6683591376(NAD 83)
 AG1284
 AG1284|---------------------------------------------------------------------|
 AG1284| PID    Reference Object                     Distance      Geod. Az  |
 AG1284|                                                           dddmmss.s |
 AG1284| AG1285 5 V                                 APPROX. 1.5 KM 2700535.3 |
 AG1284|---------------------------------------------------------------------|
 AG1284
 AG1284                          SUPERSEDED SURVEY CONTROL
 AG1284
 AG1284  NAD 83(1986)-  27 56 26.73751(N)    082 21 12.80109(W) AD(       ) 3
 AG1284  NAD 27      -  27 56 25.65949(N)    082 21 13.47052(W) AD(       ) 3
 AG1284
 AG1284.Superseded values are not recommended for survey control.
 AG1284
 AG1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1284.See file dsdata.pdf to determine how the superseded data were derived.
 AG1284
 AG1284_MARKER: DE = TRAVERSE STATION DISK
 AG1284_STAMPING: 6 V 1943
 AG1284_MARK LOGO: CGS
 AG1284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1284
 AG1284  HISTORY     - Date     Condition        Report By
 AG1284  HISTORY     - 1943     MONUMENTED       CGS
 AG1284  HISTORY     - 1956     MARK NOT FOUND   CGS
 AG1284
 AG1284                          STATION DESCRIPTION
 AG1284
 AG1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 AG1284'STATION AND REFERENCE MARKS 1 AND 2 NOT RECOVERED.  HIGHWAY
 AG1284'CONSTRUCTION PROBABLY DESTROYED THE STATION AND REFERENCE MARKS.
 AG1284'
 AG1284'THIS IS A TRAVERSE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0615 ***********************************************************************
 AC0615  DESIGNATION -  6.03
 AC0615  PID         -  AC0615
 AC0615  STATE/COUNTY-  FL/COLLIER
 AC0615  COUNTRY     -  US
 AC0615  USGS QUAD   -  WEAVERS STATION (2018)
 AC0615
 AC0615                         *CURRENT SURVEY CONTROL
 AC0615  ______________________________________________________________________
 AC0615* NAD 83(1986) POSITION- 25 55 34.     (N) 081 25 37.     (W)   SCALED
 AC0615* NAVD 88 ORTHO HEIGHT -     1.456 (meters)        4.78  (feet) ADJUSTED
 AC0615  ______________________________________________________________________
 AC0615  GEOID HEIGHT    -        -23.688 (meters)                     GEOID18
 AC0615  DYNAMIC HEIGHT  -          1.453 (meters)        4.77  (feet) COMP
 AC0615  MODELED GRAVITY -    979,025.7   (mgal)                       NAVD 88
 AC0615
 AC0615  VERT ORDER      -  FIRST     CLASS I
 AC0615
 AC0615.The horizontal coordinates were scaled from a map and have
 AC0615.an estimated accuracy of +/- 6 seconds.
 AC0615
 AC0615.The orthometric height was determined by differential leveling and
 AC0615.adjusted by the NATIONAL GEODETIC SURVEY
 AC0615.in June 1991.
 AC0615
 AC0615.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0615.GEOID18 height accuracy estimate available here.
 AC0615
 AC0615.Click photographs - Photos may exist for this station.
 AC0615
 AC0615.The dynamic height is computed by dividing the NAVD 88
 AC0615.geopotential number by the normal gravity value computed on the
 AC0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0615.degrees latitude (g = 980.6199 gals.).
 AC0615
 AC0615.The modeled gravity was interpolated from observed gravity values.
 AC0615
 AC0615;                    North         East    Units  Estimated Accuracy
 AC0615;SPC FL E     -   176,500.      157,230.      MT  (+/- 180 meters Scaled)
 AC0615
 AC0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ572675(NAD 83)
 AC0615
 AC0615                          SUPERSEDED SURVEY CONTROL
 AC0615
 AC0615  NGVD 29 (??/??/92)    1.869  (m)            6.13   (f) ADJ UNCH    1 1
 AC0615
 AC0615.Superseded values are not recommended for survey control.
 AC0615
 AC0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0615.See file dsdata.pdf to determine how the superseded data were derived.
 AC0615
 AC0615_MARKER: DD = SURVEY DISK
 AC0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0615_SP_SET: BRIDGE ABUTMENT
 AC0615_STAMPING: 6.03
 AC0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0615
 AC0615  HISTORY     - Date     Condition        Report By
 AC0615  HISTORY     - UNK      MONUMENTED       FLDT
 AC0615  HISTORY     - 1966     GOOD             CGS
 AC0615  HISTORY     - 1990     GOOD             USPSQD
 AC0615  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0615  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0615  HISTORY     - 20140710 MARK NOT FOUND   FL-021
 AC0615
 AC0615                          STATION DESCRIPTION
 AC0615
 AC0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0615'8.2 MI NW FROM OCHOPEE.
 AC0615'ABOUT 8.25 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AC0615'THE POST OFFICE AT OCHOPEE, ABOUT 4.05 MILES NORTHWEST OF THE
 AC0615'INTERSECTION OF STATE HIGHWAY 29, SET IN TOP OF THE SOUTHWEST
 AC0615'END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO. 69
 AC0615'A, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 AC0615'1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0615
 AC0615                          STATION RECOVERY (1990)
 AC0615
 AC0615'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0615'RECOVERED IN GOOD CONDITION.
 AC0615
 AC0615                          STATION RECOVERY (1992)
 AC0615
 AC0615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0615'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0615'DESTROYED.
 AC0615
 AC0615                          STATION RECOVERY (1999)
 AC0615
 AC0615'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0615'MARK NOT FOUND.
 AC0615
 AC0615                          STATION RECOVERY (2014)
 AC0615
 AC0615'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AC0615'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3232 ***********************************************************************
 AC3232  DESIGNATION -  6.03 RESET
 AC3232  PID         -  AC3232
 AC3232  STATE/COUNTY-  FL/COLLIER
 AC3232  COUNTRY     -  US
 AC3232  USGS QUAD   -  WEAVERS STATION (2018)
 AC3232
 AC3232                         *CURRENT SURVEY CONTROL
 AC3232  ______________________________________________________________________
 AC3232* NAD 83(1986) POSITION- 25 55 35.1    (N) 081 25 37.3    (W)   HD_HELD2
 AC3232* NAVD 88 ORTHO HEIGHT -     2.030 (meters)        6.66  (feet) ADJUSTED
 AC3232  ______________________________________________________________________
 AC3232  GEOID HEIGHT    -        -23.689 (meters)                     GEOID18
 AC3232  DYNAMIC HEIGHT  -          2.026 (meters)        6.65  (feet) COMP
 AC3232  MODELED GRAVITY -    979,025.8   (mgal)                       NAVD 88
 AC3232
 AC3232  VERT ORDER      -  FIRST     CLASS II
 AC3232
 AC3232.The horizontal coordinates were established by autonomous hand held GPS
 AC3232.observations and have an estimated accuracy of +/- 10 meters.
 AC3232
 AC3232.The orthometric height was determined by differential leveling and
 AC3232.adjusted by the NATIONAL GEODETIC SURVEY
 AC3232.in September 1992.
 AC3232
 AC3232.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3232.GEOID18 height accuracy estimate available here.
 AC3232
 AC3232.Click photographs - Photos may exist for this station.
 AC3232
 AC3232.The dynamic height is computed by dividing the NAVD 88
 AC3232.geopotential number by the normal gravity value computed on the
 AC3232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3232.degrees latitude (g = 980.6199 gals.).
 AC3232
 AC3232.The modeled gravity was interpolated from observed gravity values.
 AC3232
 AC3232;                    North         East    Units  Estimated Accuracy
 AC3232;SPC FL E     -   176,533.      157,223.      MT  (+/- 10 meters HH2 GPS)
 AC3232
 AC3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5723767604(NAD 83)
 AC3232
 AC3232                          SUPERSEDED SURVEY CONTROL
 AC3232
 AC3232  NGVD 29 (09/01/92)    2.444  (m)            8.02   (f) ADJUSTED    1 2
 AC3232
 AC3232.Superseded values are not recommended for survey control.
 AC3232
 AC3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3232.See file dsdata.pdf to determine how the superseded data were derived.
 AC3232
 AC3232_MARKER: DD = SURVEY DISK
 AC3232_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3232_SP_SET: BRIDGE GUARDRAIL
 AC3232_STAMPING: 6.03 RESET 1977
 AC3232_MARK LOGO: FLDT
 AC3232_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3232_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3232+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2015
 AC3232
 AC3232  HISTORY     - Date     Condition        Report By
 AC3232  HISTORY     - 1977     MONUMENTED       NGS
 AC3232  HISTORY     - 1990     GOOD             USPSQD
 AC3232  HISTORY     - 19920226 GOOD             NGS
 AC3232  HISTORY     - 19991231 GOOD             USPSQD
 AC3232  HISTORY     - 20010714 GOOD             LDBLS
 AC3232  HISTORY     - 2002     GOOD             MAPTEC
 AC3232  HISTORY     - 20130506 MARK NOT FOUND   FL-021
 AC3232  HISTORY     - 20140710 GOOD             FL-021
 AC3232  HISTORY     - 20150310 GOOD             GEOCAC
 AC3232
 AC3232                          STATION DESCRIPTION
 AC3232
 AC3232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3232'4.15 MI WNW FROM CARNESTOWN.  THE MARK IS 2.9 FT ABOVE BRIDGE FLOOR.
 AC3232'4.15 MILES WEST-NORTHWEST ALONG U. S. HIGHWAY 41 FROM ITS JUNCTION
 AC3232'WITH STATE  HIGHWAY 29 IN CARNESTOWN, 52.0 FEET WEST OF POWERLINE
 AC3232'POLE, 16.0 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY 41, A FLORIDA
 AC3232'DEPARTMENT OF TRANSPORTATION DISK IN THE SOUTHEAST CORNER OF BRIDGE
 AC3232'NUMBER 69 ON THE CONCRETE SAFETY RAILING.
 AC3232
 AC3232                          STATION RECOVERY (1990)
 AC3232
 AC3232'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3232'RECOVERED IN GOOD CONDITION.
 AC3232
 AC3232                          STATION RECOVERY (1992)
 AC3232
 AC3232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3232'44.1 KM (27.40 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3232'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.5 M (1.6 FT) WEST OF
 AC3232'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC3232'OF BRIDGE NUMBER 030069, 4.8 M (15.7 FT) SOUTH OF THE CENTERLINE OF
 AC3232'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3232'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3232
 AC3232                          STATION RECOVERY (1999)
 AC3232
 AC3232'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3232'RECOVERED IN GOOD CONDITION.
 AC3232
 AC3232                          STATION RECOVERY (2001)
 AC3232
 AC3232'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC3232'THE MARK IS ABOUT 43.7 KM (27.17 MI) SOUTHEAST OF NAPLES, ABOUT 6.5 KM
 AC3232'(4.07 MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 AC3232'29, IN SECTION 20, TOWNSHIP 52 SOUTH, RANGE 29 EAST, CARNESTOWN,
 AC3232'COLLIER COUNTY, FLORIDA.  OWNERSHIP--FLORIDA DEPARTMENT OF
 AC3232'TRANSPORTATION
 AC3232'
 AC3232'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC3232'COUNTY ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD
 AC3232'951 11.1 KM (6.9 MI) TO ITS INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI
 AC3232'TRAIL), GO SOUTHEAST ON U.S. HIGHWAY 41 13.1 KM (8.16 MI) TO ITS
 AC3232'JUNCTION WITH COUNTY ROAD 92, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41
 AC3232'18.8 KM (11.68 MI) TO THE SOUTHEAST END OF BRIDGE NUMBER 030068 AND
 AC3232'THE MARK ON THE RIGHT.
 AC3232'
 AC3232'THE MARK IS 0.46 M (1.5 FT) NORTHWEST OF THE SOUTHEAST END OF A
 AC3232'CONCRETE GUARDRAIL, 0.30 M (1.0 FT) SOUTHEAST OF A EXPANSION JOINT
 AC3232'(BETWEEN BRIDGE AND ABUTMENT), AND 4.51 M (14.8 FT) SOUTHWEST OF THE
 AC3232'CENTERLINE OF U.S. HIGHWAY 41. THE MARK IS A DISK SET FLUSH IN THE TOP
 AC3232'OF THE CONCRETE GUARDRAIL, ABOUT 0.79 M (2.6 FT) ABOVE THE LEVEL OF
 AC3232'THE HIGHWAY.
 AC3232
 AC3232                          STATION RECOVERY (2002)
 AC3232
 AC3232'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC3232'THE MARK IS ABOUT 43.7 KM (27.17 MI) SOUTHEAST OF NAPLES, ABOUT 6.5 KM
 AC3232'(4.07 MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 AC3232'29, IN SECTION 20, TOWNSHIP 52 SOUTH, RANGE 29 EAST, CARNESTOWN,
 AC3232'COLLIER COUNTY, FLORIDA.  OWNERSHIP--FLORIDA DEPARTMENT OF
 AC3232'TRANSPORTATION.
 AC3232'
 AC3232'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC3232'COUNTY ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD
 AC3232'951 11.1 KM (6.9 MI) TO ITS INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI
 AC3232'TRAIL), GO SOUTHEAST ON U.S. HIGHWAY 41 13.1 KM (8.16 MI) TO ITS
 AC3232'JUNCTION WITH COUNTY ROAD 92, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41
 AC3232'18.8 KM (11.68 MI) TO THE SOUTHEAST END OF BRIDGE NUMBER 030068 AND
 AC3232'THE MARK ON THE RIGHT.
 AC3232'
 AC3232'THE MARK IS 0.46 M (1.5 FT) NORTHWEST OF THE SOUTHEAST END OF A
 AC3232'CONCRETE GUARDRAIL, 0.30 M (1.0 FT) SOUTHEAST OF A EXPANSION JOINT
 AC3232'(BETWEEN BRIDGE AND ABUTMENT), AND 4.51 M (14.8 FT) SOUTHWEST OF THE
 AC3232'CENTERLINE OF U.S. HIGHWAY 41. THE MARK IS A DISK SET FLUSH IN THE TOP
 AC3232'OF THE CONCRETE GUARDRAIL, ABOUT 0.79 M (2.6 FT) ABOVE THE LEVEL OF
 AC3232'THE HIGHWAY.
 AC3232
 AC3232                          STATION RECOVERY (2013)
 AC3232
 AC3232'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3232'MARK NOT FOUND.
 AC3232
 AC3232                          STATION RECOVERY (2014)
 AC3232
 AC3232'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AC3232'RECOVERED IN GOOD CONDITION.
 AC3232
 AC3232                          STATION RECOVERY (2015)
 AC3232
 AC3232'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC3232'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0438 ***********************************************************************
 AC0438  DESIGNATION -  6.03 RESET 1976
 AC0438  PID         -  AC0438
 AC0438  STATE/COUNTY-  FL/COLLIER
 AC0438  COUNTRY     -  US
 AC0438  USGS QUAD   -  WEAVERS STATION (2018)
 AC0438
 AC0438                         *CURRENT SURVEY CONTROL
 AC0438  ______________________________________________________________________
 AC0438* NAD 83(1986) POSITION- 25 55 25.     (N) 081 25 14.     (W)   SCALED
 AC0438* NAVD 88 ORTHO HEIGHT -     1.22  (+/-2cm)        4.0   (feet) VERTCON3
 AC0438  ______________________________________________________________________
 AC0438  GEOID HEIGHT    -        -23.697 (meters)                     GEOID18
 AC0438  VERT ORDER      -  THIRD (See Below)
 AC0438
 AC0438.The horizontal coordinates were scaled from a map and have
 AC0438.an estimated accuracy of +/- 6 seconds.
 AC0438
 AC0438.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC0438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC0438
 AC0438.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0438.GEOID18 height accuracy estimate available here.
 AC0438
 AC0438.The vertical order pertains to the NGVD 29 superseded value.
 AC0438
 AC0438.Click photographs - Photos may exist for this station.
 AC0438
 AC0438;                    North         East    Units  Estimated Accuracy
 AC0438;SPC FL E     -   176,220.      157,870.      MT  (+/- 180 meters Scaled)
 AC0438
 AC0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ578672(NAD 83)
 AC0438
 AC0438                          SUPERSEDED SURVEY CONTROL
 AC0438
 AC0438  NGVD 29 (01/31/13)    1.63   (m)            5.3    (f) RESET       3  
 AC0438
 AC0438.Superseded values are not recommended for survey control.
 AC0438
 AC0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0438.See file dsdata.pdf to determine how the superseded data were derived.
 AC0438
 AC0438_MARKER: DB = BENCH MARK DISK
 AC0438_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0438_SP_SET: BRIDGE
 AC0438_STAMPING: 6.03 RESET 1976
 AC0438_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0438
 AC0438  HISTORY     - Date     Condition        Report By
 AC0438  HISTORY     - 1976     MONUMENTED       NGS
 AC0438  HISTORY     - 1990     GOOD             USPSQD
 AC0438  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0438
 AC0438                          STATION DESCRIPTION
 AC0438
 AC0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC0438'4.2 MI NW FROM CARNESTOWN.
 AC0438'8.7 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0438'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE),
 AC0438'OF 4.15 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC0438'WITH STATE HIGHWAY 29 IN CARNESTOWN, 11.1 FEET SOUTHWEST OF THE
 AC0438'CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE
 AC0438'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF BRIDGE 69.
 AC0438
 AC0438                          STATION RECOVERY (1990)
 AC0438
 AC0438'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0438'RECOVERED IN GOOD CONDITION.
 AC0438
 AC0438                          STATION RECOVERY (1999)
 AC0438
 AC0438'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0438'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0666 ***********************************************************************
 AC0666  DESIGNATION -  6.06
 AC0666  PID         -  AC0666
 AC0666  STATE/COUNTY-  FL/COLLIER
 AC0666  COUNTRY     -  US
 AC0666  USGS QUAD   -  ROYAL PALM HAMMOCK (2018)
 AC0666
 AC0666                         *CURRENT SURVEY CONTROL
 AC0666  ______________________________________________________________________
 AC0666* NAD 83(1986) POSITION- 25 57 53.     (N) 081 31 40.     (W)   SCALED
 AC0666* NAVD 88 ORTHO HEIGHT -     1.497 (meters)        4.91  (feet) ADJUSTED
 AC0666  ______________________________________________________________________
 AC0666  GEOID HEIGHT    -        -23.565 (meters)                     GEOID18
 AC0666  DYNAMIC HEIGHT  -          1.495 (meters)        4.90  (feet) COMP
 AC0666  MODELED GRAVITY -    979,032.6   (mgal)                       NAVD 88
 AC0666
 AC0666  VERT ORDER      -  FIRST     CLASS I
 AC0666
 AC0666.The horizontal coordinates were scaled from a map and have
 AC0666.an estimated accuracy of +/- 6 seconds.
 AC0666
 AC0666.The orthometric height was determined by differential leveling and
 AC0666.adjusted by the NATIONAL GEODETIC SURVEY
 AC0666.in June 1991.
 AC0666
 AC0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0666.GEOID18 height accuracy estimate available here.
 AC0666
 AC0666.Click photographs - Photos may exist for this station.
 AC0666
 AC0666.The dynamic height is computed by dividing the NAVD 88
 AC0666.geopotential number by the normal gravity value computed on the
 AC0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0666.degrees latitude (g = 980.6199 gals.).
 AC0666
 AC0666.The modeled gravity was interpolated from observed gravity values.
 AC0666
 AC0666;                    North         East    Units  Estimated Accuracy
 AC0666;SPC FL E     -   180,810.      147,150.      MT  (+/- 180 meters Scaled)
 AC0666
 AC0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ471718(NAD 83)
 AC0666
 AC0666                          SUPERSEDED SURVEY CONTROL
 AC0666
 AC0666  NGVD 29 (??/??/92)    1.904  (m)            6.25   (f) ADJ UNCH    1 1
 AC0666
 AC0666.Superseded values are not recommended for survey control.
 AC0666
 AC0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0666.See file dsdata.pdf to determine how the superseded data were derived.
 AC0666
 AC0666_MARKER: DD = SURVEY DISK
 AC0666_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0666_SP_SET: BRIDGE ABUTMENT
 AC0666_STAMPING: 6.06
 AC0666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0666
 AC0666  HISTORY     - Date     Condition        Report By
 AC0666  HISTORY     - UNK      MONUMENTED       FLHD
 AC0666  HISTORY     - 1966     GOOD             CGS
 AC0666  HISTORY     - 1990     GOOD             USPSQD
 AC0666  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0666  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0666  HISTORY     - 20130116 MARK NOT FOUND   FL-021
 AC0666
 AC0666                          STATION DESCRIPTION
 AC0666
 AC0666'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0666'4.6 MI SE FROM ROYAL PALM HAMMOCK.
 AC0666'ABOUT 4.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0666'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF
 AC0666'THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY
 AC0666'BRIDGE NO. 51 A, 17 FEET SOUTHWEST OF THE CENTER LINE OF THE
 AC0666'HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0666
 AC0666                          STATION RECOVERY (1990)
 AC0666
 AC0666'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0666'RECOVERED IN GOOD CONDITION.
 AC0666
 AC0666                          STATION RECOVERY (1992)
 AC0666
 AC0666'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0666'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0666'DESTROYED.
 AC0666
 AC0666                          STATION RECOVERY (1999)
 AC0666
 AC0666'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0666'MARK NOT FOUND.
 AC0666
 AC0666                          STATION RECOVERY (2013)
 AC0666
 AC0666'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0666'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0667 ***********************************************************************
 AC0667  DESIGNATION -  6.12
 AC0667  PID         -  AC0667
 AC0667  STATE/COUNTY-  FL/COLLIER
 AC0667  COUNTRY     -  US
 AC0667  USGS QUAD   -  ROYAL PALM HAMMOCK (2018)
 AC0667
 AC0667                         *CURRENT SURVEY CONTROL
 AC0667  ______________________________________________________________________
 AC0667* NAD 83(1986) POSITION- 25 57 58.     (N) 081 31 52.     (W)   SCALED
 AC0667* NAVD 88 ORTHO HEIGHT -     1.516 (meters)        4.97  (feet) ADJUSTED
 AC0667  ______________________________________________________________________
 AC0667  GEOID HEIGHT    -        -23.561 (meters)                     GEOID18
 AC0667  DYNAMIC HEIGHT  -          1.514 (meters)        4.97  (feet) COMP
 AC0667  MODELED GRAVITY -    979,032.8   (mgal)                       NAVD 88
 AC0667
 AC0667  VERT ORDER      -  FIRST     CLASS I
 AC0667
 AC0667.The horizontal coordinates were scaled from a map and have
 AC0667.an estimated accuracy of +/- 6 seconds.
 AC0667
 AC0667.The orthometric height was determined by differential leveling and
 AC0667.adjusted by the NATIONAL GEODETIC SURVEY
 AC0667.in June 1991.
 AC0667
 AC0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0667.GEOID18 height accuracy estimate available here.
 AC0667
 AC0667.Click photographs - Photos may exist for this station.
 AC0667
 AC0667.The dynamic height is computed by dividing the NAVD 88
 AC0667.geopotential number by the normal gravity value computed on the
 AC0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0667.degrees latitude (g = 980.6199 gals.).
 AC0667
 AC0667.The modeled gravity was interpolated from observed gravity values.
 AC0667
 AC0667;                    North         East    Units  Estimated Accuracy
 AC0667;SPC FL E     -   180,970.      146,810.      MT  (+/- 180 meters Scaled)
 AC0667
 AC0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ468720(NAD 83)
 AC0667
 AC0667                          SUPERSEDED SURVEY CONTROL
 AC0667
 AC0667  NGVD 29 (??/??/92)    1.923  (m)            6.31   (f) ADJ UNCH    1 1
 AC0667
 AC0667.Superseded values are not recommended for survey control.
 AC0667
 AC0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0667.See file dsdata.pdf to determine how the superseded data were derived.
 AC0667
 AC0667_MARKER: DD = SURVEY DISK
 AC0667_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0667_SP_SET: BRIDGE ABUTMENT
 AC0667_STAMPING: 6.12
 AC0667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0667
 AC0667  HISTORY     - Date     Condition        Report By
 AC0667  HISTORY     - UNK      MONUMENTED       FLHD
 AC0667  HISTORY     - 1966     GOOD             CGS
 AC0667  HISTORY     - 1990     GOOD             USPSQD
 AC0667  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0667  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0667  HISTORY     - 20130116 MARK NOT FOUND   FL-021
 AC0667
 AC0667                          STATION DESCRIPTION
 AC0667
 AC0667'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0667'4.4 MI SE FROM ROYAL PALM HAMMOCK.
 AC0667'ABOUT 4.35 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE
 AC0667'JUNCTION OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE
 AC0667'TOP OF THE SOUTHWEST END OF THE NORTHWEST CONCRETE ABUTMENT
 AC0667'OF HIGHWAY BRIDGE NO. 50 A, 17 FEET SOUTHWEST OF THE CENTER LINE
 AC0667'OF THE HIGHWAY AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0667
 AC0667                          STATION RECOVERY (1990)
 AC0667
 AC0667'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0667'RECOVERED IN GOOD CONDITION.
 AC0667
 AC0667                          STATION RECOVERY (1992)
 AC0667
 AC0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0667'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0667'DESTROYED.
 AC0667
 AC0667                          STATION RECOVERY (1999)
 AC0667
 AC0667'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0667'MARK NOT FOUND.
 AC0667
 AC0667                          STATION RECOVERY (2013)
 AC0667
 AC0667'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0667'ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0613 ***********************************************************************
 AC0613  DESIGNATION -  6.13
 AC0613  PID         -  AC0613
 AC0613  STATE/COUNTY-  FL/COLLIER
 AC0613  COUNTRY     -  US
 AC0613  USGS QUAD   -  WEAVERS STATION (2018)
 AC0613
 AC0613                         *CURRENT SURVEY CONTROL
 AC0613  ______________________________________________________________________
 AC0613* NAD 83(1986) POSITION- 25 55 19.     (N) 081 24 37.     (W)   SCALED
 AC0613* NAVD 88 ORTHO HEIGHT -     1.493 (meters)        4.90  (feet) ADJUSTED
 AC0613  ______________________________________________________________________
 AC0613  GEOID HEIGHT    -        -23.716 (meters)                     GEOID18
 AC0613  DYNAMIC HEIGHT  -          1.490 (meters)        4.89  (feet) COMP
 AC0613  MODELED GRAVITY -    979,024.5   (mgal)                       NAVD 88
 AC0613
 AC0613  VERT ORDER      -  FIRST     CLASS I
 AC0613
 AC0613.The horizontal coordinates were scaled from a map and have
 AC0613.an estimated accuracy of +/- 6 seconds.
 AC0613
 AC0613.The orthometric height was determined by differential leveling and
 AC0613.adjusted by the NATIONAL GEODETIC SURVEY
 AC0613.in June 1991.
 AC0613
 AC0613.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0613.GEOID18 height accuracy estimate available here.
 AC0613
 AC0613.Click photographs - Photos may exist for this station.
 AC0613
 AC0613.The dynamic height is computed by dividing the NAVD 88
 AC0613.geopotential number by the normal gravity value computed on the
 AC0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0613.degrees latitude (g = 980.6199 gals.).
 AC0613
 AC0613.The modeled gravity was interpolated from observed gravity values.
 AC0613
 AC0613;                    North         East    Units  Estimated Accuracy
 AC0613;SPC FL E     -   176,030.      158,900.      MT  (+/- 180 meters Scaled)
 AC0613
 AC0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ589671(NAD 83)
 AC0613
 AC0613                          SUPERSEDED SURVEY CONTROL
 AC0613
 AC0613  NGVD 29 (??/??/92)    1.908  (m)            6.26   (f) ADJ UNCH    1 1
 AC0613
 AC0613.Superseded values are not recommended for survey control.
 AC0613
 AC0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0613.See file dsdata.pdf to determine how the superseded data were derived.
 AC0613
 AC0613_MARKER: DD = SURVEY DISK
 AC0613_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0613_SP_SET: BRIDGE ABUTMENT
 AC0613_STAMPING: 6.13
 AC0613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0613
 AC0613  HISTORY     - Date     Condition        Report By
 AC0613  HISTORY     - UNK      MONUMENTED       FLDT
 AC0613  HISTORY     - 1966     GOOD             CGS
 AC0613  HISTORY     - 1990     GOOD             USPSQD
 AC0613  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0613  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0613  HISTORY     - 20140710 MARK NOT FOUND   FL-021
 AC0613
 AC0613                          STATION DESCRIPTION
 AC0613
 AC0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0613'7.2 MI NW FROM OCHOPEE.
 AC0613'ABOUT 7.2 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0613'POST OFFICE AT OCHOPEE, 3.0 MILES NORTHWEST OF THE INTERSECTION
 AC0613'OF STATE HIGHWAY 29, SET IN TOP OF THE SOUTHWEST END OF THE
 AC0613'NORTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO. 71 A, 17 FEET
 AC0613'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1/2 FOOT
 AC0613'ABOVE THE LEVEL OF THE HIGHWAY.
 AC0613
 AC0613                          STATION RECOVERY (1990)
 AC0613
 AC0613'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0613'RECOVERED IN GOOD CONDITION.
 AC0613
 AC0613                          STATION RECOVERY (1992)
 AC0613
 AC0613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0613'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0613'DESTROYED.
 AC0613
 AC0613                          STATION RECOVERY (1999)
 AC0613
 AC0613'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0613'MARK NOT FOUND.
 AC0613
 AC0613                          STATION RECOVERY (2014)
 AC0613
 AC0613'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AC0613'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3231 ***********************************************************************
 AC3231  DESIGNATION -  6.13 RESET
 AC3231  PID         -  AC3231
 AC3231  STATE/COUNTY-  FL/COLLIER
 AC3231  COUNTRY     -  US
 AC3231  USGS QUAD   -  WEAVERS STATION (2018)
 AC3231
 AC3231                         *CURRENT SURVEY CONTROL
 AC3231  ______________________________________________________________________
 AC3231* NAD 83(1986) POSITION- 25 55 18.8    (N) 081 24 37.6    (W)   HD_HELD2
 AC3231* NAVD 88 ORTHO HEIGHT -     2.076 (meters)        6.81  (feet) ADJUSTED
 AC3231  ______________________________________________________________________
 AC3231  GEOID HEIGHT    -        -23.715 (meters)                     GEOID18
 AC3231  DYNAMIC HEIGHT  -          2.072 (meters)        6.80  (feet) COMP
 AC3231  MODELED GRAVITY -    979,024.6   (mgal)                       NAVD 88
 AC3231
 AC3231  VERT ORDER      -  FIRST     CLASS II
 AC3231
 AC3231.The horizontal coordinates were established by autonomous hand held GPS
 AC3231.observations and have an estimated accuracy of +/- 10 meters.
 AC3231
 AC3231.The orthometric height was determined by differential leveling and
 AC3231.adjusted by the NATIONAL GEODETIC SURVEY
 AC3231.in September 1992.
 AC3231
 AC3231.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3231.GEOID18 height accuracy estimate available here.
 AC3231
 AC3231.Click photographs - Photos may exist for this station.
 AC3231
 AC3231.The dynamic height is computed by dividing the NAVD 88
 AC3231.geopotential number by the normal gravity value computed on the
 AC3231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3231.degrees latitude (g = 980.6199 gals.).
 AC3231
 AC3231.The modeled gravity was interpolated from observed gravity values.
 AC3231
 AC3231;                    North         East    Units  Estimated Accuracy
 AC3231;SPC FL E     -   176,026.      158,882.      MT  (+/- 10 meters HH2 GPS)
 AC3231
 AC3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5889667097(NAD 83)
 AC3231
 AC3231                          SUPERSEDED SURVEY CONTROL
 AC3231
 AC3231  NGVD 29 (09/01/92)    2.491  (m)            8.17   (f) ADJUSTED    1 2
 AC3231
 AC3231.Superseded values are not recommended for survey control.
 AC3231
 AC3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3231.See file dsdata.pdf to determine how the superseded data were derived.
 AC3231
 AC3231_MARKER: DD = SURVEY DISK
 AC3231_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC3231_SP_SET: ABUTMENT
 AC3231_STAMPING: 6.13 RESET 1977
 AC3231_MARK LOGO: FLDT
 AC3231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3231_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3231+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2014
 AC3231
 AC3231  HISTORY     - Date     Condition        Report By
 AC3231  HISTORY     - 1977     MONUMENTED       NGS
 AC3231  HISTORY     - 1990     GOOD             USPSQD
 AC3231  HISTORY     - 19920226 GOOD             NGS
 AC3231  HISTORY     - 19991231 GOOD             USPSQD
 AC3231  HISTORY     - 20130506 GOOD             FL-021
 AC3231  HISTORY     - 20140710 GOOD             FL-021
 AC3231
 AC3231                          STATION DESCRIPTION
 AC3231
 AC3231'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3231'3.05 MI WNW FROM CARNESTOWN.
 AC3231'THE MARK IS 2.9 FT ABOVE BRIDGE FLOOR.
 AC3231'3.05 MILES WEST-NORTHWEST ALONG  U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC3231'WITH STATE HIGHWAY 29 IN CARNESTOWN, A FLORIDA DEPARTMENT OF
 AC3231'TRANSPORTATION DISK IN THE SOUTHEAST CORNER OF BRIDGE NUMBER 71
 AC3231'ON THE CONCRETE SAFETY RAILING, 16.5 FEET SOUTHWEST OF CENTER
 AC3231'OF U.S. HIGHWAY 41.
 AC3231
 AC3231                          STATION RECOVERY (1990)
 AC3231
 AC3231'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3231'RECOVERED IN GOOD CONDITION.
 AC3231
 AC3231                          STATION RECOVERY (1992)
 AC3231
 AC3231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3231'45.8 KM (28.45 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3231'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.4 M (1.3 FT) WEST OF
 AC3231'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC3231'OF BRIDGE NUMBER 030071, 4.9 M (16.1 FT) SOUTH OF THE CENTERLINE OF
 AC3231'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3231'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3231
 AC3231                          STATION RECOVERY (1999)
 AC3231
 AC3231'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3231'RECOVERED IN GOOD CONDITION.
 AC3231
 AC3231                          STATION RECOVERY (2013)
 AC3231
 AC3231'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3231'RECOVERED IN GOOD CONDITION.
 AC3231
 AC3231                          STATION RECOVERY (2014)
 AC3231
 AC3231'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AC3231'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0436 ***********************************************************************
 AC0436  DESIGNATION -  6.13 RESET 1976
 AC0436  PID         -  AC0436
 AC0436  STATE/COUNTY-  FL/COLLIER
 AC0436  COUNTRY     -  US
 AC0436  USGS QUAD   -  WEAVERS STATION (2018)
 AC0436
 AC0436                         *CURRENT SURVEY CONTROL
 AC0436  ______________________________________________________________________
 AC0436* NAD 83(1986) POSITION- 25 55 14.     (N) 081 24 22.     (W)   SCALED
 AC0436* NAVD 88 ORTHO HEIGHT -     1.27  (+/-2cm)        4.2   (feet) VERTCON3
 AC0436  ______________________________________________________________________
 AC0436  GEOID HEIGHT    -        -23.722 (meters)                     GEOID18
 AC0436  VERT ORDER      -  THIRD (See Below)
 AC0436
 AC0436.The horizontal coordinates were scaled from a map and have
 AC0436.an estimated accuracy of +/- 6 seconds.
 AC0436
 AC0436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC0436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC0436
 AC0436.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0436.GEOID18 height accuracy estimate available here.
 AC0436
 AC0436.The vertical order pertains to the NGVD 29 superseded value.
 AC0436
 AC0436.Click photographs - Photos may exist for this station.
 AC0436
 AC0436;                    North         East    Units  Estimated Accuracy
 AC0436;SPC FL E     -   175,880.      159,320.      MT  (+/- 180 meters Scaled)
 AC0436
 AC0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ593669(NAD 83)
 AC0436
 AC0436                          SUPERSEDED SURVEY CONTROL
 AC0436
 AC0436  NGVD 29 (01/31/13)    1.68   (m)            5.5    (f) RESET       3  
 AC0436
 AC0436.Superseded values are not recommended for survey control.
 AC0436
 AC0436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0436.See file dsdata.pdf to determine how the superseded data were derived.
 AC0436
 AC0436_MARKER: DB = BENCH MARK DISK
 AC0436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0436_SP_SET: BRIDGE
 AC0436_STAMPING: 6.13 RESET 1976
 AC0436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0436
 AC0436  HISTORY     - Date     Condition        Report By
 AC0436  HISTORY     - 1976     MONUMENTED       NGS
 AC0436  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0436
 AC0436                          STATION DESCRIPTION
 AC0436
 AC0436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC0436'3 MI NW FROM CARNESTOWN.
 AC0436'7.6 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0436'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE),
 AC0436'OR 3.05 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC0436'WITH STATE HIGHWAY 29 IN CARNESTOWN, 12.1 FEET SOUTHWEST OF THE
 AC0436'CENTER LINE OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE
 AC0436'SOUTHWEST CORNER OF THE CONCRETE FLOOR OF BRIDGE 71.
 AC0436
 AC0436                          STATION RECOVERY (1999)
 AC0436
 AC0436'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0436'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0672 ***********************************************************************
 AC0672  DESIGNATION -  6.24
 AC0672  PID         -  AC0672
 AC0672  STATE/COUNTY-  FL/COLLIER
 AC0672  COUNTRY     -  US
 AC0672  USGS QUAD   -  ROYAL PALM HAMMOCK (2018)
 AC0672
 AC0672                         *CURRENT SURVEY CONTROL
 AC0672  ______________________________________________________________________
 AC0672* NAD 83(1986) POSITION- 25 59 13.     (N) 081 34 22.     (W)   SCALED
 AC0672* NAVD 88 ORTHO HEIGHT -     1.556 (meters)        5.11  (feet) ADJUSTED
 AC0672  ______________________________________________________________________
 AC0672  GEOID HEIGHT    -        -23.520 (meters)                     GEOID18
 AC0672  DYNAMIC HEIGHT  -          1.554 (meters)        5.10  (feet) COMP
 AC0672  MODELED GRAVITY -    979,035.9   (mgal)                       NAVD 88
 AC0672
 AC0672  VERT ORDER      -  FIRST     CLASS I
 AC0672
 AC0672.The horizontal coordinates were scaled from a map and have
 AC0672.an estimated accuracy of +/- 6 seconds.
 AC0672
 AC0672.The orthometric height was determined by differential leveling and
 AC0672.adjusted by the NATIONAL GEODETIC SURVEY
 AC0672.in June 1991.
 AC0672
 AC0672.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0672.GEOID18 height accuracy estimate available here.
 AC0672
 AC0672.Click photographs - Photos may exist for this station.
 AC0672
 AC0672.The dynamic height is computed by dividing the NAVD 88
 AC0672.geopotential number by the normal gravity value computed on the
 AC0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0672.degrees latitude (g = 980.6199 gals.).
 AC0672
 AC0672.The modeled gravity was interpolated from observed gravity values.
 AC0672
 AC0672;                    North         East    Units  Estimated Accuracy
 AC0672;SPC FL E     -   183,290.      142,650.      MT  (+/- 180 meters Scaled)
 AC0672
 AC0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ426743(NAD 83)
 AC0672
 AC0672                          SUPERSEDED SURVEY CONTROL
 AC0672
 AC0672  NGVD 29 (??/??/92)    1.960  (m)            6.43   (f) ADJ UNCH    1 1
 AC0672
 AC0672.Superseded values are not recommended for survey control.
 AC0672
 AC0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0672.See file dsdata.pdf to determine how the superseded data were derived.
 AC0672
 AC0672_MARKER: DD = SURVEY DISK
 AC0672_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0672_SP_SET: ABUTMENT
 AC0672_STAMPING: 6.24
 AC0672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0672
 AC0672  HISTORY     - Date     Condition        Report By
 AC0672  HISTORY     - UNK      MONUMENTED       FLHD
 AC0672  HISTORY     - 1966     GOOD             CGS
 AC0672  HISTORY     - 1990     GOOD             USPSQD
 AC0672  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0672  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0672  HISTORY     - 20130123 MARK NOT FOUND   FL-021
 AC0672
 AC0672                          STATION DESCRIPTION
 AC0672
 AC0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0672'1.4 MI SE FROM ROYAL PALM HAMMOCK.
 AC0672'ABOUT 1.4 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0672'OF STATE HIGHWAY 92 AT ROYAL PALM HAMMOCK, SET IN THE TOP OF
 AC0672'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE
 AC0672'NO. 42 A, 17.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 AC0672'AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0672
 AC0672                          STATION RECOVERY (1990)
 AC0672
 AC0672'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0672'RECOVERED IN GOOD CONDITION.
 AC0672
 AC0672                          STATION RECOVERY (1992)
 AC0672
 AC0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0672'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0672'DESTROYED.
 AC0672
 AC0672                          STATION RECOVERY (1999)
 AC0672
 AC0672'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0672'MARK NOT FOUND.
 AC0672
 AC0672                          STATION RECOVERY (2013)
 AC0672
 AC0672'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0672'ASSUMED DESTROYED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0618 ***********************************************************************
 AC0618  DESIGNATION -  6.31
 AC0618  PID         -  AC0618
 AC0618  STATE/COUNTY-  FL/COLLIER
 AC0618  COUNTRY     -  US
 AC0618  USGS QUAD   -  WEAVERS STATION (2018)
 AC0618
 AC0618                         *CURRENT SURVEY CONTROL
 AC0618  ______________________________________________________________________
 AC0618* NAD 83(1986) POSITION- 25 56 00.     (N) 081 26 52.     (W)   SCALED
 AC0618* NAVD 88 ORTHO HEIGHT -     1.542 (meters)        5.06  (feet) ADJUSTED
 AC0618  ______________________________________________________________________
 AC0618  GEOID HEIGHT    -        -23.660 (meters)                     GEOID18
 AC0618  DYNAMIC HEIGHT  -          1.539 (meters)        5.05  (feet) COMP
 AC0618  MODELED GRAVITY -    979,027.3   (mgal)                       NAVD 88
 AC0618
 AC0618  VERT ORDER      -  FIRST     CLASS I
 AC0618
 AC0618.The horizontal coordinates were scaled from a map and have
 AC0618.an estimated accuracy of +/- 6 seconds.
 AC0618
 AC0618.The orthometric height was determined by differential leveling and
 AC0618.adjusted by the NATIONAL GEODETIC SURVEY
 AC0618.in June 1991.
 AC0618
 AC0618.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0618.GEOID18 height accuracy estimate available here.
 AC0618
 AC0618.Click photographs - Photos may exist for this station.
 AC0618
 AC0618.The dynamic height is computed by dividing the NAVD 88
 AC0618.geopotential number by the normal gravity value computed on the
 AC0618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0618.degrees latitude (g = 980.6199 gals.).
 AC0618
 AC0618.The modeled gravity was interpolated from observed gravity values.
 AC0618
 AC0618;                    North         East    Units  Estimated Accuracy
 AC0618;SPC FL E     -   177,310.      155,150.      MT  (+/- 180 meters Scaled)
 AC0618
 AC0618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ551683(NAD 83)
 AC0618
 AC0618                          SUPERSEDED SURVEY CONTROL
 AC0618
 AC0618  NGVD 29 (??/??/92)    1.954  (m)            6.41   (f) ADJ UNCH    1 1
 AC0618
 AC0618.Superseded values are not recommended for survey control.
 AC0618
 AC0618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0618.See file dsdata.pdf to determine how the superseded data were derived.
 AC0618
 AC0618_MARKER: DD = SURVEY DISK
 AC0618_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0618_SP_SET: BRIDGE ABUTMENT
 AC0618_STAMPING: 6.31
 AC0618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0618
 AC0618  HISTORY     - Date     Condition        Report By
 AC0618  HISTORY     - UNK      MONUMENTED       FLDT
 AC0618  HISTORY     - 1966     GOOD             CGS
 AC0618  HISTORY     - 1990     GOOD             USPSQD
 AC0618  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0618  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0618  HISTORY     - 20130128 MARK NOT FOUND   FL-021
 AC0618
 AC0618                          STATION DESCRIPTION
 AC0618
 AC0618'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0618'9.6 MI NW FROM OCHOPEE.
 AC0618'ABOUT 9.65 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AC0618'THE POST OFFICE AT OCHOPEE, 5.45 MILES NORTHWEST OF THE
 AC0618'INTERSECTION OF STATE HIGHWAY 29, SET IN THE TOP OF THE SOUTHWEST
 AC0618'END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO.
 AC0618'66 A, 17.5 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY AND
 AC0618'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0618
 AC0618                          STATION RECOVERY (1990)
 AC0618
 AC0618'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0618'RECOVERED IN GOOD CONDITION.
 AC0618
 AC0618                          STATION RECOVERY (1992)
 AC0618
 AC0618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0618'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0618'DESTROYED.
 AC0618
 AC0618                          STATION RECOVERY (1999)
 AC0618
 AC0618'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0618'MARK NOT FOUND.
 AC0618
 AC0618                          STATION RECOVERY (2013)
 AC0618
 AC0618'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0618'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3229 ***********************************************************************
 AC3229  DESIGNATION -  6.31 RESET
 AC3229  PID         -  AC3229
 AC3229  STATE/COUNTY-  FL/COLLIER
 AC3229  COUNTRY     -  US
 AC3229  USGS QUAD   -  WEAVERS STATION (2018)
 AC3229
 AC3229                         *CURRENT SURVEY CONTROL
 AC3229  ______________________________________________________________________
 AC3229* NAD 83(1986) POSITION- 25 56 00.5    (N) 081 26 52.4    (W)   HD_HELD2
 AC3229* NAVD 88 ORTHO HEIGHT -     2.127 (meters)        6.98  (feet) ADJUSTED
 AC3229  ______________________________________________________________________
 AC3229  GEOID HEIGHT    -        -23.660 (meters)                     GEOID18
 AC3229  DYNAMIC HEIGHT  -          2.124 (meters)        6.97  (feet) COMP
 AC3229  MODELED GRAVITY -    979,027.3   (mgal)                       NAVD 88
 AC3229
 AC3229  VERT ORDER      -  FIRST     CLASS II
 AC3229
 AC3229.The horizontal coordinates were established by autonomous hand held GPS
 AC3229.observations and have an estimated accuracy of +/- 10 meters.
 AC3229
 AC3229.The orthometric height was determined by differential leveling and
 AC3229.adjusted by the NATIONAL GEODETIC SURVEY
 AC3229.in September 1992.
 AC3229
 AC3229.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3229.GEOID18 height accuracy estimate available here.
 AC3229
 AC3229.Click photographs - Photos may exist for this station.
 AC3229
 AC3229.The dynamic height is computed by dividing the NAVD 88
 AC3229.geopotential number by the normal gravity value computed on the
 AC3229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3229.degrees latitude (g = 980.6199 gals.).
 AC3229
 AC3229.The modeled gravity was interpolated from observed gravity values.
 AC3229
 AC3229;                    North         East    Units  Estimated Accuracy
 AC3229;SPC FL E     -   177,322.      155,136.      MT  (+/- 10 meters HH2 GPS)
 AC3229
 AC3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ5515068393(NAD 83)
 AC3229
 AC3229                          SUPERSEDED SURVEY CONTROL
 AC3229
 AC3229  NGVD 29 (09/01/92)    2.540  (m)            8.33   (f) ADJUSTED    1 2
 AC3229
 AC3229.Superseded values are not recommended for survey control.
 AC3229
 AC3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3229.See file dsdata.pdf to determine how the superseded data were derived.
 AC3229
 AC3229_MARKER: DD = SURVEY DISK
 AC3229_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3229_SP_SET: BRIDGE GUARDRAIL
 AC3229_STAMPING: 6.31 RESET 1977
 AC3229_MARK LOGO: FLDT
 AC3229_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3229+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2011
 AC3229
 AC3229  HISTORY     - Date     Condition        Report By
 AC3229  HISTORY     - 1977     MONUMENTED       NGS
 AC3229  HISTORY     - 1990     GOOD             USPSQD
 AC3229  HISTORY     - 19920226 GOOD             NGS
 AC3229  HISTORY     - 19991231 GOOD             USPSQD
 AC3229  HISTORY     - 20010714 GOOD             LDBLS
 AC3229  HISTORY     - 2002     GOOD             MAPTEC
 AC3229  HISTORY     - 20110929 GOOD             GEOCAC
 AC3229  HISTORY     - 20130115 GOOD             FL-021
 AC3229
 AC3229                          STATION DESCRIPTION
 AC3229
 AC3229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 AC3229'5.6 MI WNW FROM CARNESTOWN.  THE MARK IS 2.9 FT ABOVE BRIDGE FLOOR.
 AC3229'5.6 MILES WEST-NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 AC3229'STAT  HIGHWAY 29 IN CARNESTOWN, 65.5 FEET WEST OF A POWERLINE POLE
 AC3229'ACROSS HIGHWAY, 16.5 FEET SOUTHWEST OF CENTER OF U.S. HIGHWAY 41, A
 AC3229'FLORIDA DEPARTMENT OF TRANSPORTATION DISK IN THE SOUTHEAST CORNER OF
 AC3229'BRIDGE NUMBER 66 ON TTHE CONCRETE SAFETY RAILING.
 AC3229
 AC3229                          STATION RECOVERY (1990)
 AC3229
 AC3229'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3229'RECOVERED IN GOOD CONDITION.
 AC3229
 AC3229                          STATION RECOVERY (1992)
 AC3229
 AC3229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3229'41.8 KM (25.95 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC3229'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.5 M (1.6 FT) WEST OF
 AC3229'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC3229'OF BRIDGE NUMBER 030067, 5.0 M (16.4 FT) SOUTH OF THE CENTERLINE OF
 AC3229'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC3229'NOTE--THE BRIDGE RAIL IS PART OF THE ABUTMENT.
 AC3229
 AC3229                          STATION RECOVERY (1999)
 AC3229
 AC3229'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3229'RECOVERED IN GOOD CONDITION.
 AC3229
 AC3229                          STATION RECOVERY (2001)
 AC3229
 AC3229'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC3229'THE MARK IS ABOUT 41.5 KM (25.78 MI) SOUTHEAST OF NAPLES, ABOUT 9.1 KM
 AC3229'(5.64 MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY NUMBER 41 AND
 AC3229'STATE ROAD 29, IN CARNESTOWN, COLLIER COUNTY, FLORIDA.
 AC3229'OWNERSHIP--FLORIDA DEPARTMENT OF TRANSPORTATION.
 AC3229'
 AC3229'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC3229'COUNTY ROAD 951 (I-75 EXIT 15, NEAR NAPLES), GO SOUTH ON COUNTY ROAD
 AC3229'951 11.1 KM (6.9 MI) TO THE INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI
 AC3229'TRAIL), GO SOUTHEAST ON U.S. HIGHWAY 41 13.1 KM (8.16 MI) TO THE
 AC3229'JUNCTION WITH COUNTY ROAD 92, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41
 AC3229'16.6 KM (10.29 MI) TO THE SOUTHEAST END OF BRIDGE NUMBER 030066 AND
 AC3229'THE MARK ON THE RIGHT.
 AC3229'
 AC3229'THE MARK IS 4.94 M (16.2 FT) SOUTHWEST OF THE CENTERLINE OF U.S
 AC3229'HIGHWAY 41, 0.55 M (1.8 FT) NORTHWEST OF THE SOUTHEAST END OF A
 AC3229'CONCRETE GUARDRAIL AND 0.21 M (0.7 FT) SOUTHEAST OF EXPANSION JOINT
 AC3229'(BETWEEN BRIDGE AND AB0UTMENT).  THE MARK IS IS A DISK SET FLUSH IN
 AC3229'THE TOP OF THE CONCRETE GUARDRAIL ABOUT 0.79 M (2.6 FT) ABOVE THE
 AC3229'LEVEL OF THE HIGHWAY.
 AC3229
 AC3229                          STATION RECOVERY (2002)
 AC3229
 AC3229'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC3229'THE MARK IS ABOUT 41.5 KM (25.78 MI) SOUTHEAST OF NAPLES, ABOUT 9.1 KM
 AC3229'(5.64 MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY NUMBER 41 AND
 AC3229'STATE ROAD 29, IN CARNESTOWN, COLLIER COUNTY, FLORIDA.
 AC3229'OWNERSHIP--FLORIDA DEPARTMENT OF TRANSPORTATION.
 AC3229'
 AC3229'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC3229'COUNTY ROAD 951 (I-75 EXIT 15, NEAR NAPLES), GO SOUTH ON COUNTY ROAD
 AC3229'951 11.1 KM (6.9 MI) TO THE INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI
 AC3229'TRAIL), GO SOUTHEAST ON U.S. HIGHWAY 41 13.1 KM (8.16 MI) TO THE
 AC3229'JUNCTION WITH COUNTY ROAD 92, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41
 AC3229'16.6 KM (10.29 MI) TO THE SOUTHEAST END OF BRIDGE NUMBER 030066 AND
 AC3229'THE MARK ON THE RIGHT.
 AC3229'
 AC3229'THE MARK IS 4.94 M (16.2 FT) SOUTHWEST OF THE CENTERLINE OF U.S
 AC3229'HIGHWAY 41, 0.55 M (1.8 FT) NORTHWEST OF THE SOUTHEAST END OF A
 AC3229'CONCRETE GUARDRAIL AND 0.21 M (0.7 FT) SOUTHEAST OF EXPANSION JOINT
 AC3229'(BETWEEN BRIDGE AND AB0UTMENT).  THE MARK IS IS A DISK SET FLUSH IN
 AC3229'THE TOP OF THE CONCRETE GUARDRAIL ABOUT 0.79 M (2.6 FT) ABOVE THE
 AC3229'LEVEL OF THE HIGHWAY.
 AC3229
 AC3229                          STATION RECOVERY (2011)
 AC3229
 AC3229'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AC3229'RECOVERED IN GOOD CONDITION.
 AC3229
 AC3229                          STATION RECOVERY (2013)
 AC3229
 AC3229'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3229'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3163 ***********************************************************************
 AC3163  DESIGNATION -  6.31 RESET 1976
 AC3163  PID         -  AC3163
 AC3163  STATE/COUNTY-  FL/COLLIER
 AC3163  COUNTRY     -  US
 AC3163  USGS QUAD   -  WEAVERS STATION (2018)
 AC3163
 AC3163                         *CURRENT SURVEY CONTROL
 AC3163  ______________________________________________________________________
 AC3163* NAD 83(1986) POSITION- 25 55 51.     (N) 081 26 27.     (W)   SCALED
 AC3163* NAVD 88 ORTHO HEIGHT -     1.31  (+/-2cm)        4.3   (feet) VERTCON3
 AC3163  ______________________________________________________________________
 AC3163  GEOID HEIGHT    -        -23.669 (meters)                     GEOID18
 AC3163  VERT ORDER      -  THIRD (See Below)
 AC3163
 AC3163.The horizontal coordinates were scaled from a map and have
 AC3163.an estimated accuracy of +/- 6 seconds.
 AC3163
 AC3163.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC3163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC3163
 AC3163.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3163.GEOID18 height accuracy estimate available here.
 AC3163
 AC3163.The vertical order pertains to the NGVD 29 superseded value.
 AC3163
 AC3163.Click photographs - Photos may exist for this station.
 AC3163
 AC3163;                    North         East    Units  Estimated Accuracy
 AC3163;SPC FL E     -   177,030.      155,840.      MT  (+/- 180 meters Scaled)
 AC3163
 AC3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ558680(NAD 83)
 AC3163
 AC3163                          SUPERSEDED SURVEY CONTROL
 AC3163
 AC3163  NGVD 29 (01/31/13)    1.72   (m)            5.6    (f) RESET       3  
 AC3163
 AC3163.Superseded values are not recommended for survey control.
 AC3163
 AC3163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3163.See file dsdata.pdf to determine how the superseded data were derived.
 AC3163
 AC3163_MARKER: DB = BENCH MARK DISK
 AC3163_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3163_SP_SET: BRIDGE
 AC3163_STAMPING: 6.31 RESET 1976
 AC3163_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3163
 AC3163  HISTORY     - Date     Condition        Report By
 AC3163  HISTORY     - 1976     MONUMENTED       NGS
 AC3163  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC3163
 AC3163                          STATION DESCRIPTION
 AC3163
 AC3163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC3163'5.6 MI NW FROM CARNESTOWN.
 AC3163'ABOUT 10.1 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AC3163'THE STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN
 AC3163'OCHOPEE), OR 5.55 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM
 AC3163'ITS JUNCTION WITH STATE HIGHWAY 29 AT CARNESTOWN, 10.9 FEET
 AC3163'SOUTHWEST OF THE CENTER LINE OF HIGHWAY 41, AND A DISK SET FLUSH
 AC3163'IN THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE FLOOR OF BRIDGE
 AC3163'NUMBER 66.
 AC3163
 AC3163                          STATION RECOVERY (1999)
 AC3163
 AC3163'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC3163'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9212 ***********************************************************************
 DO9212  DESIGNATION -  6.4 330G
 DO9212  PID         -  DO9212
 DO9212  STATE/COUNTY-  FL/POLK
 DO9212  COUNTRY     -  US
 DO9212  USGS QUAD   -  BAIRD (2018)
 DO9212
 DO9212                         *CURRENT SURVEY CONTROL
 DO9212  ______________________________________________________________________
 DO9212* NAD 83(1986) POSITION- 27 42 25.7    (N) 081 57 35.0    (W)   HD_HELD2
 DO9212* NAVD 88 ORTHO HEIGHT -    41.615 (meters)      136.53  (feet) ADJUSTED
 DO9212  ______________________________________________________________________
 DO9212  GEOID HEIGHT    -        -25.259 (meters)                     GEOID18
 DO9212  DYNAMIC HEIGHT  -         41.553 (meters)      136.33  (feet) COMP
 DO9212  MODELED GRAVITY -    979,152.6   (mgal)                       NAVD 88
 DO9212
 DO9212  VERT ORDER      -  FIRST     CLASS II
 DO9212
 DO9212.The horizontal coordinates were established by autonomous hand held GPS
 DO9212.observations and have an estimated accuracy of +/- 10 meters.
 DO9212
 DO9212.The orthometric height was determined by differential leveling and
 DO9212.adjusted by the NATIONAL GEODETIC SURVEY
 DO9212.in December 2013.
 DO9212
 DO9212.No vertical observational check was made to the station.
 DO9212
 DO9212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9212.GEOID18 height accuracy estimate available here.
 DO9212
 DO9212.Click photographs - Photos may exist for this station.
 DO9212
 DO9212.The dynamic height is computed by dividing the NAVD 88
 DO9212.geopotential number by the normal gravity value computed on the
 DO9212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9212.degrees latitude (g = 980.6199 gals.).
 DO9212
 DO9212.The modeled gravity was interpolated from observed gravity values.
 DO9212
 DO9212;                    North         East    Units  Estimated Accuracy
 DO9212;SPC FL W     -   373,758.      203,972.      MT  (+/- 10 meters HH2 GPS)
 DO9212
 DO9212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0538165129(NAD 83)
 DO9212
 DO9212                          SUPERSEDED SURVEY CONTROL
 DO9212
 DO9212.No superseded survey control is available for this station.
 DO9212
 DO9212_MARKER: DD = SURVEY DISK
 DO9212_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DO9212_STAMPING: 6.4-330G LB262
 DO9212_MARK LOGO: GULFST
 DO9212_PROJECTION: RECESSED 5 CENTIMETERS
 DO9212_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9212+STABILITY: SURFACE MOTION
 DO9212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9212+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2013
 DO9212
 DO9212  HISTORY     - Date     Condition        Report By
 DO9212  HISTORY     - UNK      MONUMENTED       GULFST
 DO9212  HISTORY     - 20130113 GOOD             FLDEP
 DO9212
 DO9212                          STATION DESCRIPTION
 DO9212
 DO9212'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9212'THE MARK IS ABOUT 6.6 MI (10.6 KM) NORTH OF FORT GREEN, 6.2 MI (10.0
 DO9212'KM) SOUTH-SOUTHEAST OF BRADLEY JUNCTION, 1.4 MI (2.3 KM) NORTH OF
 DO9212'BAIRD, IN SECTION 12, TOWNSHIP 32 SOUTH, RANGE 23 EAST.
 DO9212'
 DO9212'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 37 AND COUNTY ROAD
 DO9212'630 ABOUT 12.4 MI (20.0 KM) WEST OF FORT MEADE, GO EAST ON COUNTY ROAD
 DO9212'630 FOR 1.45 MI (2.3 KM) TO THE INTERSECTION OF FORT GREEN ROAD ON THE
 DO9212'RIGHT AND OLD HIGHWAY 37 ON THE LEFT.  TURN RIGHT ON FORT GREEN ROAD
 DO9212'AND GO SOUTH FOR 2.75 MI (4.4 KM) TO THE MARK ON THE RIGHT, A METAL
 DO9212'ROD AND DISC DRIVEN TO AN UNKNOWN DEPTH IN A 5-INCH (13 CM) PVC PIPE
 DO9212'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 3.0 FT (0.9
 DO9212'M) BELOW THE LEVEL OF FORT GREEN ROAD.
 DO9212'
 DO9212'LOCATED 94.6 FT (28.8 M) SOUTH-SOUTHWEST OF POWER POLE NUMBER 639-676,
 DO9212'88.2 FT (26.9 M) NORTH-NORTHWEST OF POWER POLE NUMBER 639-677, 29.2
 DO9212'WEST OF THE APPROXIMATE CENTERLINE OF FORT GREEN ROAD, 2.0 FT (0.6 M)
 DO9212'EAST OF THE BARBED WIRE FENCE AND 1.2 FT (0.4 M) EAST OF A CARSONITE
 DO9212'WITNESS POST.
 DO9212'
 DO9212'NOTE-ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ3500 ***********************************************************************
 AJ3500  DESIGNATION -  6.4 710 G LB 262
 AJ3500  PID         -  AJ3500
 AJ3500  STATE/COUNTY-  FL/PALM BEACH
 AJ3500  COUNTRY     -  US
 AJ3500  USGS QUAD   -  BELLE GLADE (2018)
 AJ3500
 AJ3500                         *CURRENT SURVEY CONTROL
 AJ3500  ______________________________________________________________________
 AJ3500* NAD 83(1986) POSITION- 26 39 23.21   (N) 080 42 46.29   (W)   HD_HELD1
 AJ3500* NAVD 88 ORTHO HEIGHT -     3.310 (meters)       10.86  (feet) ADJUSTED
 AJ3500  ______________________________________________________________________
 AJ3500  GEOID HEIGHT    -        -25.005 (meters)                     GEOID18
 AJ3500  DYNAMIC HEIGHT  -          3.305 (meters)       10.84  (feet) COMP
 AJ3500  MODELED GRAVITY -    979,102.9   (mgal)                       NAVD 88
 AJ3500
 AJ3500  VERT ORDER      -  SECOND    CLASS I
 AJ3500
 AJ3500.The horizontal coordinates were determined by differentially corrected
 AJ3500.hand held GPS observations or other comparable positioning techniques
 AJ3500.and have an estimated accuracy of +/- 3 meters.
 AJ3500
 AJ3500.The orthometric height was determined by differential leveling and
 AJ3500.adjusted by the NATIONAL GEODETIC SURVEY
 AJ3500.in September 2001.
 AJ3500
 AJ3500.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ3500.GEOID18 height accuracy estimate available here.
 AJ3500
 AJ3500.Click photographs - Photos may exist for this station.
 AJ3500
 AJ3500.The dynamic height is computed by dividing the NAVD 88
 AJ3500.geopotential number by the normal gravity value computed on the
 AJ3500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3500.degrees latitude (g = 980.6199 gals.).
 AJ3500
 AJ3500.The modeled gravity was interpolated from observed gravity values.
 AJ3500
 AJ3500;                    North         East    Units  Estimated Accuracy
 AJ3500;SPC FL E     -   257,372.5     228,584.7     MT  (+/- 3 meters HH1 GPS) 
 AJ3500
 AJ3500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK2857448416(NAD 83)
 AJ3500
 AJ3500                          SUPERSEDED SURVEY CONTROL
 AJ3500
 AJ3500.No superseded survey control is available for this station.
 AJ3500
 AJ3500_MARKER: DD = SURVEY DISK
 AJ3500_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3500+WITH SETTING: INFORMATION.
 AJ3500_STAMPING: 6.4-710 G LB 262
 AJ3500_MARK LOGO: GULFST
 AJ3500_PROJECTION: RECESSED 12 CENTIMETERS
 AJ3500_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3500+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2025
 AJ3500
 AJ3500  HISTORY     - Date     Condition        Report By
 AJ3500  HISTORY     - UNK      MONUMENTED       GULFST
 AJ3500  HISTORY     - 20000122 GOOD             FLDEP
 AJ3500  HISTORY     - 20181218 GOOD             INDIV
 AJ3500  HISTORY     - 20250925 GOOD             GEOCAC
 AJ3500
 AJ3500                          STATION DESCRIPTION
 AJ3500
 AJ3500'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3500'THE MARK IS ABOUT 25.5 MI (41.0 KM) NORTHWEST OF ANDYTOWN, 0.55 MI
 AJ3500'(0.89 KM) SOUTH OF SOUTH BAY ON U.S. HIGHWAY 27, IN SECTION 14,
 AJ3500'TOWNSHIP 44 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE JUNCTION
 AJ3500'OF U.S. HIGHWAY 27 AND STATE ROAD 80 IN SOUTH BAY, GO SOUTH ON U.S.
 AJ3500'HIGHWAY 27 FOR 0.55 MI (0.89 KM) TO THE MARK ON THE RIGHT, A 2-INCH
 AJ3500'ALUMINUM DISK SET ON THE TOP OF A ROD DRIVEN INTO THE GROUND, INSIDE
 AJ3500'OF A 5-INCH LOGO CAP RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE
 AJ3500'GROUND AND 6.0 FT (1.8 M) BELOW THE LEVEL OF U.S. HIGHWAY 27
 AJ3500'SOUTHBOUND LANES. LOCATED ABOUT 525.0 FT (160.0 M) SOUTH OF THE
 AJ3500'APPROXIMATE CENTERLINE OF A PAVED ROAD LEADING WEST TO WACKENHUT
 AJ3500'CORRECTIONS, 53.0 WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF
 AJ3500'U.S. HIGHWAY 27, 8.5 FT (2.6 M) WEST OF A POWER POLE WITH 3 GUY WIRES
 AJ3500'ATTACHED AND 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
 AJ3500'NOTE--DEPTH OF ROD UNKNOWN.
 AJ3500
 AJ3500                          STATION RECOVERY (2018)
 AJ3500
 AJ3500'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (MA)
 AJ3500'RECOVERED IN GOOD CONDITION.
 AJ3500
 AJ3500                          STATION RECOVERY (2025)
 AJ3500
 AJ3500'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AJ3500'THE MARK IS 9.0 FT (2.7 M) WEST OF A CONCRETE POWER POLE WITH 4 GUY
 AJ3500'WIRES ATTACHED.  CARSONITE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ3506 ***********************************************************************
 AJ3506  DESIGNATION -  6.4 710 Z LB 262
 AJ3506  PID         -  AJ3506
 AJ3506  STATE/COUNTY-  FL/PALM BEACH
 AJ3506  COUNTRY     -  US
 AJ3506  USGS QUAD   -  BELLE GLADE (2018)
 AJ3506
 AJ3506                         *CURRENT SURVEY CONTROL
 AJ3506  ______________________________________________________________________
 AJ3506* NAD 83(1986) POSITION- 26 39 34.72   (N) 080 42 45.51   (W)   HD_HELD1
 AJ3506* NAVD 88 ORTHO HEIGHT -     5.040 (meters)       16.54  (feet) ADJUSTED
 AJ3506  ______________________________________________________________________
 AJ3506  GEOID HEIGHT    -        -25.008 (meters)                     GEOID18
 AJ3506  DYNAMIC HEIGHT  -          5.032 (meters)       16.51  (feet) COMP
 AJ3506  MODELED GRAVITY -    979,103.3   (mgal)                       NAVD 88
 AJ3506
 AJ3506  VERT ORDER      -  SECOND    CLASS I
 AJ3506
 AJ3506.The horizontal coordinates were determined by differentially corrected
 AJ3506.hand held GPS observations or other comparable positioning techniques
 AJ3506.and have an estimated accuracy of +/- 3 meters.
 AJ3506
 AJ3506.The orthometric height was determined by differential leveling and
 AJ3506.adjusted by the NATIONAL GEODETIC SURVEY
 AJ3506.in September 2001.
 AJ3506
 AJ3506.No vertical observational check was made to the station.
 AJ3506
 AJ3506.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ3506.GEOID18 height accuracy estimate available here.
 AJ3506
 AJ3506.Click photographs - Photos may exist for this station.
 AJ3506
 AJ3506.The dynamic height is computed by dividing the NAVD 88
 AJ3506.geopotential number by the normal gravity value computed on the
 AJ3506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3506.degrees latitude (g = 980.6199 gals.).
 AJ3506
 AJ3506.The modeled gravity was interpolated from observed gravity values.
 AJ3506
 AJ3506;                    North         East    Units  Estimated Accuracy
 AJ3506;SPC FL E     -   257,726.8     228,605.5     MT  (+/- 3 meters HH1 GPS) 
 AJ3506
 AJ3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK2859548770(NAD 83)
 AJ3506
 AJ3506                          SUPERSEDED SURVEY CONTROL
 AJ3506
 AJ3506.No superseded survey control is available for this station.
 AJ3506
 AJ3506_MARKER: DD = SURVEY DISK
 AJ3506_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AJ3506+WITH SETTING: INFORMATION.
 AJ3506_STAMPING: 6.4-710 Z LB 262
 AJ3506_MARK LOGO: GULFST
 AJ3506_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ3506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3506+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2018
 AJ3506
 AJ3506  HISTORY     - Date     Condition        Report By
 AJ3506  HISTORY     - UNK      MONUMENTED       GULFST
 AJ3506  HISTORY     - 20000318 GOOD             FLDEP
 AJ3506  HISTORY     - 20181218 GOOD             INDIV
 AJ3506  HISTORY     - 20251003 MARK NOT FOUND   GEOCAC
 AJ3506
 AJ3506                          STATION DESCRIPTION
 AJ3506
 AJ3506'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3506'THE MARK IS ABOUT 25.6 MI (41.2 KM) NORTHWEST OF ANDYTOWN, 0.3 MI (0.5
 AJ3506'KM) SOUTHEAST OF SOUTH BAY IN SECTION 14, TOWNSHIP 44 SOUTH, RANGE 36
 AJ3506'EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE
 AJ3506'ROAD 80 IN SOUTH BAY, GO EAST ON STATE ROAD 80 FOR 0.2 MI (0.3 KM) TO
 AJ3506'THE JUNCTION OF SOUTHWEST 1ST AVENUE AND THE WEST END OF A BRIDGE
 AJ3506'SPANNING THE NORTH NEW RIVER CANEL, TURN RIGHT ON SOUTHWEST 1ST AVENUE
 AJ3506'AND GO SOUTH FOR 0.25 MI (0.40 KM) TO THE MARK ON THE RIGHT A 2-INCH
 AJ3506'ALUMINUM DISK SET ON THE TOP OF A ROD DRIVEN INTO THE GROUND, INSIDE
 AJ3506'OF A 5-INCH LOGO CAP, THE LOGO CAP IS RECESSED 0.3 FT (9.1 CM) BELOW
 AJ3506'THE LEVEL OF THE GROUND AND THE DISK IS RECESSED 0.2 FT (6.1 CM) BELOW
 AJ3506'THE LEVEL OF THE LOGO CAP. LOCATED 105.0 FT (32.0 M) NORTH OF A POWER
 AJ3506'POLE, 100.0 FT (30.5 M) SOUTH OF POWER POLE NUMBER 6-3819-7610-0-2
 AJ3506'WITH A LIGHT ATTACHED, 31.9 FT (9.7 M) WEST OF THE APPROXIMATE
 AJ3506'CENTERLINE OF SOUTHWEST 1ST, 28.8 FT (8.8 M) NORTHWEST OF A PK NAIL IN
 AJ3506'THE WEST SIDE OF THE PAVED, 26.0 FT (7.9 M) SOUTHWEST OF A PK NAIL IN
 AJ3506'THE WEST SIDE OF THE PAVED AND 10.7 FT (3.3 M) NORTHEAST OF A SQUARE
 AJ3506'CONCRETE POLE NUMBER 71PG WITH 5 GUY WIRES ATTACHED.  NOTE--DEPTH OF
 AJ3506'ROD UNKNOWN.
 AJ3506
 AJ3506                          STATION RECOVERY (2018)
 AJ3506
 AJ3506'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (MA)
 AJ3506'RECOVERED IN GOOD CONDITION.
 AJ3506
 AJ3506                          STATION RECOVERY (2025)
 AJ3506
 AJ3506'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AJ3506'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0609 ***********************************************************************
 AC0609  DESIGNATION -  6.80
 AC0609  PID         -  AC0609
 AC0609  STATE/COUNTY-  FL/COLLIER
 AC0609  COUNTRY     -  US
 AC0609  USGS QUAD   -  OCHOPEE (2018)
 AC0609
 AC0609                         *CURRENT SURVEY CONTROL
 AC0609  ______________________________________________________________________
 AC0609* NAD 83(1986) POSITION- 25 54 49.     (N) 081 22 22.     (W)   SCALED
 AC0609* NAVD 88 ORTHO HEIGHT -     1.720 (meters)        5.64  (feet) ADJUSTED
 AC0609  ______________________________________________________________________
 AC0609  GEOID HEIGHT    -        -23.781 (meters)                     GEOID18
 AC0609  DYNAMIC HEIGHT  -          1.717 (meters)        5.63  (feet) COMP
 AC0609  MODELED GRAVITY -    979,021.7   (mgal)                       NAVD 88
 AC0609
 AC0609  VERT ORDER      -  FIRST     CLASS I
 AC0609
 AC0609.The horizontal coordinates were scaled from a map and have
 AC0609.an estimated accuracy of +/- 6 seconds.
 AC0609
 AC0609.The orthometric height was determined by differential leveling and
 AC0609.adjusted by the NATIONAL GEODETIC SURVEY
 AC0609.in June 1991.
 AC0609
 AC0609.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0609.GEOID18 height accuracy estimate available here.
 AC0609
 AC0609.Click photographs - Photos may exist for this station.
 AC0609
 AC0609.The dynamic height is computed by dividing the NAVD 88
 AC0609.geopotential number by the normal gravity value computed on the
 AC0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0609.degrees latitude (g = 980.6199 gals.).
 AC0609
 AC0609.The modeled gravity was interpolated from observed gravity values.
 AC0609
 AC0609;                    North         East    Units  Estimated Accuracy
 AC0609;SPC FL E     -   175,100.      162,650.      MT  (+/- 180 meters Scaled)
 AC0609
 AC0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ626661(NAD 83)
 AC0609
 AC0609                          SUPERSEDED SURVEY CONTROL
 AC0609
 AC0609  NGVD 29 (??/??/92)    2.138  (m)            7.01   (f) ADJ UNCH    1 1
 AC0609
 AC0609.Superseded values are not recommended for survey control.
 AC0609
 AC0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0609.See file dsdata.pdf to determine how the superseded data were derived.
 AC0609
 AC0609_MARKER: DD = SURVEY DISK
 AC0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC0609_SP_SET: BRIDGE ABUTMENT
 AC0609_STAMPING: 6.80
 AC0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC0609
 AC0609  HISTORY     - Date     Condition        Report By
 AC0609  HISTORY     - UNK      MONUMENTED       FLDT
 AC0609  HISTORY     - 1966     GOOD             CGS
 AC0609  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AC0609  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AC0609  HISTORY     - 20140710 MARK NOT FOUND   FL-021
 AC0609
 AC0609                          STATION DESCRIPTION
 AC0609
 AC0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0609'4.7 MI NW FROM OCHOPEE.
 AC0609'ABOUT 4.7 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0609'POST OFFICE AT OCHOPEE, ABOUT 0.5 MILE NORTHWEST OF THE
 AC0609'INTERSECTION OF STATE HIGHWAY 29, SET IN TOP OF THE SOUTHWEST
 AC0609'END OF THE NORTHWEST CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO.
 AC0609'75 A, 18.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 AC0609'ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0609
 AC0609                          STATION RECOVERY (1990)
 AC0609
 AC0609'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0609'MARK NOT FOUND.
 AC0609
 AC0609                          STATION RECOVERY (1992)
 AC0609
 AC0609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0609'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AC0609'DESTROYED.
 AC0609
 AC0609                          STATION RECOVERY (2014)
 AC0609
 AC0609'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AC0609'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0432 ***********************************************************************
 AC0432  DESIGNATION -  6.80 RESET 1976
 AC0432  PID         -  AC0432
 AC0432  STATE/COUNTY-  FL/COLLIER
 AC0432  COUNTRY     -  US
 AC0432  USGS QUAD   -  OCHOPEE (2018)
 AC0432
 AC0432                         *CURRENT SURVEY CONTROL
 AC0432  ______________________________________________________________________
 AC0432* NAD 83(1986) POSITION- 25 54 55.     (N) 081 22 27.     (W)   SCALED
 AC0432* NAVD 88 ORTHO HEIGHT -     1.48  (+/-2cm)        4.9   (feet) VERTCON3
 AC0432  ______________________________________________________________________
 AC0432  GEOID HEIGHT    -        -23.782 (meters)                     GEOID18
 AC0432  VERT ORDER      -  THIRD (See Below)
 AC0432
 AC0432.The horizontal coordinates were scaled from a map and have
 AC0432.an estimated accuracy of +/- 6 seconds.
 AC0432
 AC0432.The NAVD 88 height was computed by applying the VERTCON shift value to
 AC0432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AC0432
 AC0432.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0432.GEOID18 height accuracy estimate available here.
 AC0432
 AC0432.The vertical order pertains to the NGVD 29 superseded value.
 AC0432
 AC0432.Click photographs - Photos may exist for this station.
 AC0432
 AC0432;                    North         East    Units  Estimated Accuracy
 AC0432;SPC FL E     -   175,280.      162,510.      MT  (+/- 180 meters Scaled)
 AC0432
 AC0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ625663(NAD 83)
 AC0432
 AC0432                          SUPERSEDED SURVEY CONTROL
 AC0432
 AC0432  NGVD 29 (01/31/13)    1.90   (m)            6.2    (f) RESET       3  
 AC0432
 AC0432.Superseded values are not recommended for survey control.
 AC0432
 AC0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0432.See file dsdata.pdf to determine how the superseded data were derived.
 AC0432
 AC0432_MARKER: DB = BENCH MARK DISK
 AC0432_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AC0432_SP_SET: CONCRETE FLOOR
 AC0432_STAMPING: 6.80 RESET 1976
 AC0432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC0432
 AC0432  HISTORY     - Date     Condition        Report By
 AC0432  HISTORY     - 1976     MONUMENTED       NGS
 AC0432  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AC0432
 AC0432                          STATION DESCRIPTION
 AC0432
 AC0432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AC0432'0.5 MI NW FROM CARNESTOWN.
 AC0432'5.05 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AC0432'STANDARD SERVICE STATION (A CONCRETE BLOCK BUILDING IN OCHOPEE),
 AC0432'OR 0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION
 AC0432'WITH STATE HIGHWAY 29 IN CARNESTOWN, 12.2 FEET SOUTHWEST OF THE
 AC0432'CENTER OF U.S. HIGHWAY 41 AND A DISK SET FLUSH IN THE SOUTHWEST
 AC0432'CORNER OF THE CONCRETE FLOOR OF HIGHWAY BRIDGE 75.
 AC0432
 AC0432                          STATION RECOVERY (1999)
 AC0432
 AC0432'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0432'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2068 ***********************************************************************
 AC2068  DESIGNATION -  6.98 USCG
 AC2068  PID         -  AC2068
 AC2068  STATE/COUNTY-  FL/MIAMI-DADE
 AC2068  COUNTRY     -  US
 AC2068  USGS QUAD   -  SOUTH MIAMI NW (2018)
 AC2068
 AC2068                         *CURRENT SURVEY CONTROL
 AC2068  ______________________________________________________________________
 AC2068* NAD 83(1986) POSITION- 25 37 36.     (N) 080 22 57.     (W)   SCALED
 AC2068* NAVD 88 ORTHO HEIGHT -     1.653 (meters)        5.42  (feet) ADJUSTED
 AC2068  ______________________________________________________________________
 AC2068  GEOID HEIGHT    -        -25.090 (meters)                     GEOID18
 AC2068  DYNAMIC HEIGHT  -          1.650 (meters)        5.41  (feet) COMP
 AC2068  MODELED GRAVITY -    979,005.6   (mgal)                       NAVD 88
 AC2068
 AC2068  VERT ORDER      -  FIRST     CLASS II
 AC2068
 AC2068.The horizontal coordinates were scaled from a map and have
 AC2068.an estimated accuracy of +/- 6 seconds.
 AC2068
 AC2068.The orthometric height was determined by differential leveling and
 AC2068.adjusted by the NATIONAL GEODETIC SURVEY
 AC2068.in June 1991.
 AC2068
 AC2068.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2068.GEOID18 height accuracy estimate available here.
 AC2068
 AC2068.Click photographs - Photos may exist for this station.
 AC2068
 AC2068.The dynamic height is computed by dividing the NAVD 88
 AC2068.geopotential number by the normal gravity value computed on the
 AC2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2068.degrees latitude (g = 980.6199 gals.).
 AC2068
 AC2068.The modeled gravity was interpolated from observed gravity values.
 AC2068
 AC2068;                    North         East    Units  Estimated Accuracy
 AC2068;SPC FL E     -   143,400.      262,010.      MT  (+/- 180 meters Scaled)
 AC2068
 AC2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ619344(NAD 83)
 AC2068
 AC2068                          SUPERSEDED SURVEY CONTROL
 AC2068
 AC2068  NGVD 29 (??/??/92)    2.121  (m)            6.96   (f) ADJ UNCH    1 2
 AC2068
 AC2068.Superseded values are not recommended for survey control.
 AC2068
 AC2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2068.See file dsdata.pdf to determine how the superseded data were derived.
 AC2068
 AC2068_MARKER: DD = SURVEY DISK
 AC2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC2068_STAMPING: US C AND GS MSL 698
 AC2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2068+STABILITY: SURFACE MOTION
 AC2068
 AC2068  HISTORY     - Date     Condition        Report By
 AC2068  HISTORY     - UNK      MONUMENTED       USCG
 AC2068  HISTORY     - 1966     GOOD             CGS
 AC2068  HISTORY     - 1978     MARK NOT FOUND   NGS
 AC2068
 AC2068                          STATION DESCRIPTION
 AC2068
 AC2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC2068'4.2 MI NW FROM PERRINE.
 AC2068'ABOUT 1.6 MILES NORTHEAST ALONG THE FLORIDA EAST COAST RAILROAD
 AC2068'FROM THE STATION AT PERRINE, THENCE 2.6 MILES WEST ALONG CORAL
 AC2068'REEF DRIVE, 49 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF
 AC2068'SW. 117TH AVENUE, 36 FEET SOUTH OF THE CENTER LINE OF CORAL REEF
 AC2068'DRIVE, 17 1/2 FEET WEST OF THE CENTER LINE OF A SAND ROAD LEADING
 AC2068'SOUTH ALONG THE EAST SIDE OF COAST GUARD PROPERTY, 16 FEET
 AC2068'SOUTHEAST OF THE SOUTH END OF THE EAST ONE OF THREE 36-INCH PIPE
 AC2068'CULVERTS UNDER THE DRIVE, 9 1/2 FEET SOUTHWEST OF A POWER LINE
 AC2068'BRACE POLE, ABOUT 3 FEET BELOW THE LEVEL OF THE DRIVE AND SET IN
 AC2068'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 AC2068
 AC2068                          STATION RECOVERY (1978)
 AC2068
 AC2068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2068'SEARCHED FOR NOT RECOVERED, BELIEVED GRADED OUT BY HIGHWAY
 AC2068'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7251 ***********************************************************************
 AK7251  DESIGNATION -  60
 AK7251  PID         -  AK7251
 AK7251  STATE/COUNTY-  FL/ORANGE
 AK7251  COUNTRY     -  US
 AK7251  USGS QUAD   -  KISSIMMEE (2018)
 AK7251
 AK7251                         *CURRENT SURVEY CONTROL
 AK7251  ______________________________________________________________________
 AK7251* NAD 83(1986) POSITION- 28 21 44.     (N) 081 29 41.     (W)   SCALED
 AK7251* NAVD 88 ORTHO HEIGHT -    30.056 (meters)       98.61  (feet) ADJUSTED
 AK7251  ______________________________________________________________________
 AK7251  GEOID HEIGHT    -        -27.689 (meters)                     GEOID18
 AK7251  DYNAMIC HEIGHT  -         30.012 (meters)       98.46  (feet) COMP
 AK7251  MODELED GRAVITY -    979,174.9   (mgal)                       NAVD 88
 AK7251
 AK7251  VERT ORDER      -  SECOND    CLASS I
 AK7251
 AK7251.The horizontal coordinates were scaled from a map and have
 AK7251.an estimated accuracy of +/- 6 seconds.
 AK7251
 AK7251.The orthometric height was determined by differential leveling and
 AK7251.adjusted by the NATIONAL GEODETIC SURVEY
 AK7251.in December 1995.
 AK7251
 AK7251.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7251.GEOID18 height accuracy estimate available here.
 AK7251
 AK7251.Click photographs - Photos may exist for this station.
 AK7251
 AK7251.The dynamic height is computed by dividing the NAVD 88
 AK7251.geopotential number by the normal gravity value computed on the
 AK7251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7251.degrees latitude (g = 980.6199 gals.).
 AK7251
 AK7251.The modeled gravity was interpolated from observed gravity values.
 AK7251
 AK7251;                    North         East    Units  Estimated Accuracy
 AK7251;SPC FL E     -   446,450.      151,500.      MT  (+/- 180 meters Scaled)
 AK7251
 AK7251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM515374(NAD 83)
 AK7251
 AK7251                          SUPERSEDED SURVEY CONTROL
 AK7251
 AK7251.No superseded survey control is available for this station.
 AK7251
 AK7251_MARKER: U = CONCRETE POST
 AK7251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7251_MARK LOGO: NONE
 AK7251_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7251+STABILITY: SURFACE MOTION
 AK7251
 AK7251  HISTORY     - Date     Condition        Report By
 AK7251  HISTORY     - UNK      MONUMENTED       FLDT
 AK7251  HISTORY     - 19910730 GOOD             FL-095
 AK7251
 AK7251                          STATION DESCRIPTION
 AK7251
 AK7251'DESCRIBED BY ORANGE COUNTY FLORIDA 1991
 AK7251'4-INCH BY 4-INCH CONCRETE MONUMENT STAMPED (B.M. 60 D.O.T.) ON EAST
 AK7251'SIDE OF SR 535, ABOUT 200 FT (61.0 M) EAST OF CENTER LINE OF SR 535,
 AK7251'ABOUT 500 FT (152.4 M) NORTH OF CENTER LINE OF SR 536, AND ABOUT 100
 AK7251'FT (30.5 M) EAST OF OLD SR 535.  (THERE IS A TREE LINE BETWEEN THE BM
 AK7251'AND OLD SR 535.  ALSO, BM IS ON WEST EDGE OF WOODS.) T24S, R28E,
 AK7251'SECTION 34. (DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING
 AK7251'DEPARTMENT.)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ3532 ***********************************************************************
 AJ3532  DESIGNATION -  60
 AJ3532  PID         -  AJ3532
 AJ3532  STATE/COUNTY-  FL/PALM BEACH
 AJ3532  COUNTRY     -  US
 AJ3532  USGS QUAD   -  BRYANT (2018)
 AJ3532
 AJ3532                         *CURRENT SURVEY CONTROL
 AJ3532  ______________________________________________________________________
 AJ3532* NAD 83(1986) POSITION- 26 47 16.     (N) 080 31 46.     (W)   SCALED
 AJ3532* NAVD 88 ORTHO HEIGHT -     4.832 (meters)       15.85  (feet) ADJUSTED
 AJ3532  ______________________________________________________________________
 AJ3532  GEOID HEIGHT    -        -25.560 (meters)                     GEOID18
 AJ3532  DYNAMIC HEIGHT  -          4.825 (meters)       15.83  (feet) COMP
 AJ3532  MODELED GRAVITY -    979,111.3   (mgal)                       NAVD 88
 AJ3532
 AJ3532  VERT ORDER      -  SECOND    CLASS I
 AJ3532
 AJ3532.The horizontal coordinates were scaled from a map and have
 AJ3532.an estimated accuracy of +/- 6 seconds.
 AJ3532
 AJ3532.The orthometric height was determined by differential leveling and
 AJ3532.adjusted by the NATIONAL GEODETIC SURVEY
 AJ3532.in May 2003.
 AJ3532
 AJ3532.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ3532.GEOID18 height accuracy estimate available here.
 AJ3532
 AJ3532.Click photographs - Photos may exist for this station.
 AJ3532
 AJ3532.The dynamic height is computed by dividing the NAVD 88
 AJ3532.geopotential number by the normal gravity value computed on the
 AJ3532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3532.degrees latitude (g = 980.6199 gals.).
 AJ3532
 AJ3532.The modeled gravity was interpolated from observed gravity values.
 AJ3532
 AJ3532;                    North         East    Units  Estimated Accuracy
 AJ3532;SPC FL E     -   271,980.      246,790.      MT  (+/- 180 meters Scaled)
 AJ3532
 AJ3532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK467630(NAD 83)
 AJ3532
 AJ3532                          SUPERSEDED SURVEY CONTROL
 AJ3532
 AJ3532  NAVD 88 (09/17/01)    4.839  (m)           15.88   (f) SUPERSEDED  2 1
 AJ3532
 AJ3532.Superseded values are not recommended for survey control.
 AJ3532
 AJ3532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3532.See file dsdata.pdf to determine how the superseded data were derived.
 AJ3532
 AJ3532_MARKER: DD = SURVEY DISK
 AJ3532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3532_STAMPING: BM 60 1999
 AJ3532_MARK LOGO: SFLWMD
 AJ3532_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3532+STABILITY: SURFACE MOTION
 AJ3532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3532+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2000
 AJ3532
 AJ3532  HISTORY     - Date     Condition        Report By
 AJ3532  HISTORY     - 1999     MONUMENTED       SFLWMD
 AJ3532  HISTORY     - 20000219 GOOD             FLDEP
 AJ3532
 AJ3532                          STATION DESCRIPTION
 AJ3532
 AJ3532'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3532'THE MARK IS ABOUT 31.8 MI (51.2 KM) NORTHWEST OF PALM BEACH, 6.5 MI
 AJ3532'(10.5 KM) SOUTHEAST OF CANAL POINT, IN SECTION 27, TOWNSHIP 42 SOUTH,
 AJ3532'RANGE 38 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY
 AJ3532'441, 98, COUNTY ROAD 715 AND COUNTY ROAD 700 IN CANAL POINT, GO EAST
 AJ3532'ON U.S. HIGHWAY 98 (COUNTY ROAD 700) FOR 1.75 MI (2.82 KM) TO THE
 AJ3532'RAILROAD TRACKS AND A CONCRETE BRIDGE ON THE LEFT SPANNING THE WEST
 AJ3532'PALM BEACH CANAL (RAILROAD TRACKS RUNS THROUGH BRIDGE), TURN LEFT
 AJ3532'CROSSING OVER THE WEST PALM BEACH CANAL TO THE JUNCTION OF A LEVEE
 AJ3532'ROAD ON THE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER 10 AND GO SOUTHERLY
 AJ3532'FOR 6.45 MI (10.38 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A
 AJ3532'CONCRETE MONUMENT RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE
 AJ3532'GROUND AND BELOW THE LEVEL OF THE LEVEE ROAD. LOCATED 20.7 FT (6.3 M)
 AJ3532'NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD AND 1.55 FT
 AJ3532'(0.47 M) SOUTHWEST OF A SFWMD METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ5742 ***********************************************************************
 DQ5742  DESIGNATION -  60 03 C13V
 DQ5742  PID         -  DQ5742
 DQ5742  STATE/COUNTY-  FL/WALTON
 DQ5742  COUNTRY     -  US
 DQ5742  USGS QUAD   -  BUNKER (2018)
 DQ5742
 DQ5742                         *CURRENT SURVEY CONTROL
 DQ5742  ______________________________________________________________________
 DQ5742* NAD 83(1986) POSITION- 30 28 43.87   (N) 086 04 23.57   (W)   HD_HELD1
 DQ5742* NAVD 88 ORTHO HEIGHT -     5.735 (meters)       18.82  (feet) ADJUSTED
 DQ5742  ______________________________________________________________________
 DQ5742  GEOID HEIGHT    -        -27.642 (meters)                     GEOID18
 DQ5742  DYNAMIC HEIGHT  -          5.728 (meters)       18.79  (feet) COMP
 DQ5742  MODELED GRAVITY -    979,341.6   (mgal)                       NAVD 88
 DQ5742
 DQ5742  VERT ORDER      -  FIRST     CLASS II
 DQ5742
 DQ5742.The horizontal coordinates were determined by differentially corrected
 DQ5742.hand held GPS observations or other comparable positioning techniques
 DQ5742.and have an estimated accuracy of +/- 3 meters.
 DQ5742
 DQ5742.The orthometric height was determined by differential leveling and
 DQ5742.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5742.in October 2018.
 DQ5742
 DQ5742.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5742.GEOID18 height accuracy estimate available here.
 DQ5742
 DQ5742.Click photographs - Photos may exist for this station.
 DQ5742
 DQ5742.The dynamic height is computed by dividing the NAVD 88
 DQ5742.geopotential number by the normal gravity value computed on the
 DQ5742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5742.degrees latitude (g = 980.6199 gals.).
 DQ5742
 DQ5742.The modeled gravity was interpolated from observed gravity values.
 DQ5742
 DQ5742;                    North         East    Units  Estimated Accuracy
 DQ5742;SPC FL N     -   164,970.7     448,950.9     MT  (+/- 3 meters HH1 GPS) 
 DQ5742
 DQ5742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8895672212(NAD 83)
 DQ5742
 DQ5742                          SUPERSEDED SURVEY CONTROL
 DQ5742
 DQ5742.No superseded survey control is available for this station.
 DQ5742
 DQ5742_MARKER: DD = SURVEY DISK
 DQ5742_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ5742_SP_SET: CULVERT HEADWALL
 DQ5742_STAMPING: 60 03 C13V
 DQ5742_MARK LOGO: FLDT
 DQ5742_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5742+STABILITY: SURFACE MOTION
 DQ5742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5742+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2016
 DQ5742
 DQ5742  HISTORY     - Date     Condition        Report By
 DQ5742  HISTORY     - 2003     MONUMENTED       FLDT
 DQ5742  HISTORY     - 20160411 GOOD             FLDEP
 DQ5742
 DQ5742                          STATION DESCRIPTION
 DQ5742
 DQ5742'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ5742'THE MARK IS ABOUT 6.5 MI (10.4 KM) WEST OF BRUCE, 6.3 MI (10.2 KM)
 DQ5742'NORTH OF BUNKER, 4.0 MI (6.4 KM) EAST-SOUTHEAST OF FREEPORT, IN
 DQ5742'SECTION 20, TOWNSHIP 1 SOUTH, RANGE 18 WEST.
 DQ5742'
 DQ5742'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 331 AND STATE
 DQ5742'ROAD 20 IN FREEPORT, GO EAST ON STATE ROAD 20 FOR 3.05 MI TO A CULVERT
 DQ5742'CROSSING THE PATE BRANCH CREEK AND THE MARK ON THE RIGHT, SET IN THE
 DQ5742'TOP OF THE WEST CONCRETE CULVERT HEADWALL AND LEVEL WITH STATE ROAD
 DQ5742'20.
 DQ5742'
 DQ5742'LOCATED 65.0 FT (19.8 M) WEST OF A WOODEN POWER POLE, 36.0 FT (11.0 M)
 DQ5742'SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 20, 26.8 FT (8.2 M)
 DQ5742'WEST OF THE EAST END OF A CONCRETE CULVERT HEADWALL AND 25.6 FT (7.8
 DQ5742'M) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ5744 ***********************************************************************
 DQ5744  DESIGNATION -  60 03 C18V
 DQ5744  PID         -  DQ5744
 DQ5744  STATE/COUNTY-  FL/WALTON
 DQ5744  COUNTRY     -  US
 DQ5744  USGS QUAD   -  BRUCE (2018)
 DQ5744
 DQ5744                         *CURRENT SURVEY CONTROL
 DQ5744  ______________________________________________________________________
 DQ5744* NAD 83(1986) POSITION- 30 28 27.31   (N) 085 59 39.85   (W)   HD_HELD1
 DQ5744* NAVD 88 ORTHO HEIGHT -     6.168 (meters)       20.24  (feet) ADJUSTED
 DQ5744  ______________________________________________________________________
 DQ5744  GEOID HEIGHT    -        -27.708 (meters)                     GEOID18
 DQ5744  DYNAMIC HEIGHT  -          6.160 (meters)       20.21  (feet) COMP
 DQ5744  MODELED GRAVITY -    979,340.5   (mgal)                       NAVD 88
 DQ5744
 DQ5744  VERT ORDER      -  FIRST     CLASS II
 DQ5744
 DQ5744.The horizontal coordinates were determined by differentially corrected
 DQ5744.hand held GPS observations or other comparable positioning techniques
 DQ5744.and have an estimated accuracy of +/- 3 meters.
 DQ5744
 DQ5744.The orthometric height was determined by differential leveling and
 DQ5744.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5744.in October 2018.
 DQ5744
 DQ5744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5744.GEOID18 height accuracy estimate available here.
 DQ5744
 DQ5744.Click photographs - Photos may exist for this station.
 DQ5744
 DQ5744.The dynamic height is computed by dividing the NAVD 88
 DQ5744.geopotential number by the normal gravity value computed on the
 DQ5744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5744.degrees latitude (g = 980.6199 gals.).
 DQ5744
 DQ5744.The modeled gravity was interpolated from observed gravity values.
 DQ5744
 DQ5744;                    North         East    Units  Estimated Accuracy
 DQ5744;SPC FL N     -   164,359.0     456,510.6     MT  (+/- 3 meters HH1 GPS) 
 DQ5744
 DQ5744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9652571767(NAD 83)
 DQ5744
 DQ5744                          SUPERSEDED SURVEY CONTROL
 DQ5744
 DQ5744.No superseded survey control is available for this station.
 DQ5744
 DQ5744_MARKER: DD = SURVEY DISK
 DQ5744_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ5744_SP_SET: RETAINING WALL
 DQ5744_STAMPING: 60 03 C18V
 DQ5744_MARK LOGO: FLDT
 DQ5744_PROJECTION: FLUSH
 DQ5744_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ5744+STABILITY: SURFACE MOTION
 DQ5744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5744+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2025
 DQ5744
 DQ5744  HISTORY     - Date     Condition        Report By
 DQ5744  HISTORY     - 2003     MONUMENTED       FLDT
 DQ5744  HISTORY     - 20160701 GOOD             FLDEP
 DQ5744  HISTORY     - 20250612 GOOD             FLDEP
 DQ5744
 DQ5744                          STATION DESCRIPTION
 DQ5744
 DQ5744'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ5744'THE MARK IS ABOUT 8.1 MI (13.0 KM) NORTH-NORTHWEST OF SEMINOLE HILLS,
 DQ5744'8.0 MI (12.9 KM) NORTHEAST OF BUNKER, 1.7 MI (2.8 KM) WEST OF BRUCE,
 DQ5744'IN SECTION 24, TOWNSHIP 1 SOUTH, RANGE 18 WEST.
 DQ5744'
 DQ5744'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 331 AND STATE
 DQ5744'ROAD 20 IN FREEPORT, GO EAST ON STATE ROAD 20 FOR 7.75 MI (12.5 KM) TO
 DQ5744'A CULVERT CROSSING AT BRIDGE CREEK AND THE MARK ON THE RIGHT, SET IN
 DQ5744'THE TOP OF THE WEST CONCRETE CULVERT HEADWALL AND ABOUT 0.5 FT (15 CM)
 DQ5744'BELOW THE LEVEL OF STATE ROAD 20.
 DQ5744'
 DQ5744'LOCATED 145.3 FT (44.3 M) WEST OF A WOODEN POWER POLE, 38.1 FT (11.6
 DQ5744'M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 20, 30.1 FT (9.2
 DQ5744'M) WEST OF THE EAST END OF A CONCRETE CULVERT HEADWALL AND 28.7 FT
 DQ5744'(8.7 M) EAST OF A CARSONITE WITNESS POST.
 DQ5744
 DQ5744                          STATION RECOVERY (2025)
 DQ5744
 DQ5744'RECOVERY NOTE BY FL DEPT OF ENV PRO 2025 (MAH)
 DQ5744'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ5727 ***********************************************************************
 DQ5727  DESIGNATION -  60 10 A11V
 DQ5727  PID         -  DQ5727
 DQ5727  STATE/COUNTY-  FL/WALTON
 DQ5727  COUNTRY     -  US
 DQ5727  USGS QUAD   -  CHOCTAW BEACH (2018)
 DQ5727
 DQ5727                         *CURRENT SURVEY CONTROL
 DQ5727  ______________________________________________________________________
 DQ5727* NAD 83(1986) POSITION- 30 29 12.45   (N) 086 15 01.41   (W)   HD_HELD1
 DQ5727* NAVD 88 ORTHO HEIGHT -     3.155 (meters)       10.35  (feet) ADJUSTED
 DQ5727  ______________________________________________________________________
 DQ5727  GEOID HEIGHT    -        -27.519 (meters)                     GEOID18
 DQ5727  DYNAMIC HEIGHT  -          3.151 (meters)       10.34  (feet) COMP
 DQ5727  MODELED GRAVITY -    979,349.2   (mgal)                       NAVD 88
 DQ5727
 DQ5727  VERT ORDER      -  FIRST     CLASS II
 DQ5727
 DQ5727.The horizontal coordinates were determined by differentially corrected
 DQ5727.hand held GPS observations or other comparable positioning techniques
 DQ5727.and have an estimated accuracy of +/- 3 meters.
 DQ5727
 DQ5727.The orthometric height was determined by differential leveling and
 DQ5727.adjusted by the NATIONAL GEODETIC SURVEY
 DQ5727.in October 2018.
 DQ5727
 DQ5727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ5727.GEOID18 height accuracy estimate available here.
 DQ5727
 DQ5727.Click photographs - Photos may exist for this station.
 DQ5727
 DQ5727.The dynamic height is computed by dividing the NAVD 88
 DQ5727.geopotential number by the normal gravity value computed on the
 DQ5727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ5727.degrees latitude (g = 980.6199 gals.).
 DQ5727
 DQ5727.The modeled gravity was interpolated from observed gravity values.
 DQ5727
 DQ5727;                    North         East    Units  Estimated Accuracy
 DQ5727;SPC FL N     -   166,098.6     431,954.2     MT  (+/- 3 meters HH1 GPS) 
 DQ5727
 DQ5727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7194372966(NAD 83)
 DQ5727
 DQ5727                          SUPERSEDED SURVEY CONTROL
 DQ5727
 DQ5727.No superseded survey control is available for this station.
 DQ5727
 DQ5727_MARKER: DD = SURVEY DISK
 DQ5727_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ5727_SP_SET: BRIDGE GUARDRAIL
 DQ5727_STAMPING: 60 10 A11V
 DQ5727_MARK LOGO: FLDT
 DQ5727_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ5727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ5727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ5727+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2016
 DQ5727
 DQ5727  HISTORY     - Date     Condition        Report By
 DQ5727  HISTORY     - UNK      MONUMENTED       FLDT
 DQ5727  HISTORY     - 20160630 GOOD             FLDEP
 DQ5727
 DQ5727                          STATION DESCRIPTION
 DQ5727
 DQ5727'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ5727'THE MARK IS ABOUT 6.9 MI (11.0 KM) WEST OF FREEPORT, 5.7 MI (9.1 KM)
 DQ5727'EAST OF CHOCTAW BEACH, 3.7 MI (5.9 KM) WEST-SOUTHWEST OF PORTLAND, IN
 DQ5727'SECTION 21, TOWNSHIP 1 SOUTH, RANGE 20 WEST.
 DQ5727'
 DQ5727'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 331 AND STATE
 DQ5727'ROAD 20 IN FREEPORT, GO WEST ON STATE ROAD 20 FOR 8.65 MI (13.9 KM) TO
 DQ5727'THE NORTHEAST CORNER OF THE BASIN BAYOU BRIDGE AND THE MARK ON THE
 DQ5727'RIGHT, SET IN THE TOP OF THE NORTHEAST CONCRETE GUARDRAIL AND ABOUT
 DQ5727'2.8 FT (0.9 M) ABOVE THE LEVEL OF STATE ROAD 20.
 DQ5727'
 DQ5727'LOCATED 23.6 FT (7.2 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DQ5727'OF STATE ROAD 20, 20.9 FT (6.4 M) WEST-NORTHWEST OF THE EAST END OF A
 DQ5727'CONCRETE GUARDRAIL, 6.0 FT (1.8 M) NORTHWEST OF AN ADHESIVE WITNESS
 DQ5727'STICKER AND 2.8 FT (0.9 M) ABOVE THE LEVEL OF STATE ROAD 20.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2211 ***********************************************************************
 BG2211  DESIGNATION -  60 2
 BG2211  PID         -  BG2211
 BG2211  STATE/COUNTY-  FL/WALTON
 BG2211  COUNTRY     -  US
 BG2211  USGS QUAD   -  FREEPORT (2018)
 BG2211
 BG2211                         *CURRENT SURVEY CONTROL
 BG2211  ______________________________________________________________________
 BG2211* NAD 83(1986) POSITION- 30 25 54.     (N) 086 09 13.     (W)   SCALED
 BG2211* NAVD 88 ORTHO HEIGHT -     1.083 (meters)        3.55  (feet) ADJUSTED
 BG2211  ______________________________________________________________________
 BG2211  GEOID HEIGHT    -        -27.574 (meters)                     GEOID18
 BG2211  DYNAMIC HEIGHT  -          1.081 (meters)        3.55  (feet) COMP
 BG2211  MODELED GRAVITY -    979,343.4   (mgal)                       NAVD 88
 BG2211
 BG2211  VERT ORDER      -  FIRST     CLASS II
 BG2211
 BG2211.The horizontal coordinates were scaled from a map and have
 BG2211.an estimated accuracy of +/- 6 seconds.
 BG2211
 BG2211.The orthometric height was determined by differential leveling and
 BG2211.adjusted by the NATIONAL GEODETIC SURVEY
 BG2211.in June 1991.
 BG2211
 BG2211.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2211.GEOID18 height accuracy estimate available here.
 BG2211
 BG2211.Click photographs - Photos may exist for this station.
 BG2211
 BG2211.The dynamic height is computed by dividing the NAVD 88
 BG2211.geopotential number by the normal gravity value computed on the
 BG2211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2211.degrees latitude (g = 980.6199 gals.).
 BG2211
 BG2211.The modeled gravity was interpolated from observed gravity values.
 BG2211
 BG2211;                    North         East    Units  Estimated Accuracy
 BG2211;SPC FL N     -   159,850.      441,160.      MT  (+/- 180 meters Scaled)
 BG2211
 BG2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU812669(NAD 83)
 BG2211
 BG2211                          SUPERSEDED SURVEY CONTROL
 BG2211
 BG2211  NGVD 29 (??/??/92)    1.193  (m)            3.91   (f) ADJ UNCH    1 2
 BG2211
 BG2211.Superseded values are not recommended for survey control.
 BG2211
 BG2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2211.See file dsdata.pdf to determine how the superseded data were derived.
 BG2211
 BG2211_MARKER: DD = SURVEY DISK
 BG2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2211_STAMPING: 60-2 3.94
 BG2211_MARK LOGO: FLHD
 BG2211_PROJECTION: PROJECTING 3 CENTIMETERS
 BG2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2211+STABILITY: SURFACE MOTION
 BG2211
 BG2211  HISTORY     - Date     Condition        Report By
 BG2211  HISTORY     - UNK      MONUMENTED       FLHD
 BG2211  HISTORY     - 1957     GOOD             CGS
 BG2211  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BG2211  HISTORY     - 19970904 MARK NOT FOUND   USPSQD
 BG2211  HISTORY     - 20160925 MARK NOT FOUND   FLDEP
 BG2211
 BG2211                          STATION DESCRIPTION
 BG2211
 BG2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BG2211'5.8 MI S FROM FREEPORT.
 BG2211'1.05 MILES EAST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 BG2211'U.S. HIGHWAY 331 NORTH AT FREEPORT, THENCE ABOUT 4.8 MILES
 BG2211'SOUTH ALONG U.S. HIGHWAY 331, ABOUT 1.45 MILE NORTH OF NORTH
 BG2211'END OF BRIDGE OVER CHOCTAWHATCHEE BAY, 151 FEET WEST OF CENTER
 BG2211'LINE OF HIGHWAY, IN SECTION 4, T 2 S, R 19 W, 125 FEET NORTHEAST
 BG2211'OF NORTHEAST CORNER OF EAST END OF A SMALL BOAT CANAL, 94 1/2
 BG2211'FEET NORTH OF NORTHWEST CORNER OF A SERVICE STATION AND SPORTING
 BG2211'GOODS STORE, 34 1/2 FEET WEST OF NORTHWEST CORNER OF A RESTURANT,
 BG2211'9 FEET SOUTH OF CENTER LINE OF A DRIVE WEST TO A GROUP OF
 BG2211'COTTAGES, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP
 BG2211'OF A CONCRETE POST PROJECTING 1 INCH.
 BG2211
 BG2211                          STATION RECOVERY (1990)
 BG2211
 BG2211'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2211'MARK NOT FOUND.
 BG2211
 BG2211                          STATION RECOVERY (1997)
 BG2211
 BG2211'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2211'MARK NOT FOUND.
 BG2211
 BG2211                          STATION RECOVERY (2016)
 BG2211
 BG2211'RECOVERY NOTE BY FL DEPT OF ENV PRO 2016 (BPJ)
 BG2211'NOT RECOVERED.  THE AREA HAS BEEN COMPLETELY REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF6749 ***********************************************************************
 DF6749  DESIGNATION -  60 46
 DF6749  PID         -  DF6749
 DF6749  STATE/COUNTY-  FL/OSCEOLA
 DF6749  COUNTRY     -  US
 DF6749  USGS QUAD   -  SAINT CLOUD NORTH (2018)
 DF6749
 DF6749                         *CURRENT SURVEY CONTROL
 DF6749  ______________________________________________________________________
 DF6749* NAD 83(1986) POSITION- 28 18 07.6    (N) 081 19 19.1    (W)   HD_HELD2
 DF6749* NAVD 88 ORTHO HEIGHT -    18.187 (meters)       59.67  (feet) ADJUSTED
 DF6749  ______________________________________________________________________
 DF6749  GEOID HEIGHT    -        -27.947 (meters)                     GEOID18
 DF6749  DYNAMIC HEIGHT  -         18.160 (meters)       59.58  (feet) COMP
 DF6749  MODELED GRAVITY -    979,165.2   (mgal)                       NAVD 88
 DF6749
 DF6749  VERT ORDER      -  SECOND    CLASS I
 DF6749
 DF6749.The horizontal coordinates were established by autonomous hand held GPS
 DF6749.observations and have an estimated accuracy of +/- 10 meters.
 DF6749
 DF6749.The orthometric height was determined by differential leveling and
 DF6749.adjusted by the NATIONAL GEODETIC SURVEY
 DF6749.in April 2004.
 DF6749
 DF6749.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6749.GEOID18 height accuracy estimate available here.
 DF6749
 DF6749.Click photographs - Photos may exist for this station.
 DF6749
 DF6749.The dynamic height is computed by dividing the NAVD 88
 DF6749.geopotential number by the normal gravity value computed on the
 DF6749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6749.degrees latitude (g = 980.6199 gals.).
 DF6749
 DF6749.The modeled gravity was interpolated from observed gravity values.
 DF6749
 DF6749;                    North         East    Units  Estimated Accuracy
 DF6749;SPC FL E     -   439,730.      168,421.      MT  (+/- 10 meters HH2 GPS)
 DF6749
 DF6749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM6843130711(NAD 83)
 DF6749
 DF6749                          SUPERSEDED SURVEY CONTROL
 DF6749
 DF6749.No superseded survey control is available for this station.
 DF6749
 DF6749_MARKER: DD = SURVEY DISK
 DF6749_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF6749_SP_SET: CULVERT HEADWALL
 DF6749_STAMPING: 60 XX46
 DF6749_MARK LOGO: FLDT
 DF6749_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF6749+STABILITY: SURFACE MOTION
 DF6749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6749+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2024
 DF6749
 DF6749  HISTORY     - Date     Condition        Report By
 DF6749  HISTORY     - UNK      MONUMENTED       FLDT
 DF6749  HISTORY     - 20010628 GOOD             FLDEP
 DF6749  HISTORY     - 20240930 GOOD             GEOCAC
 DF6749
 DF6749                          STATION DESCRIPTION
 DF6749
 DF6749'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF6749'THE MARK IS ABOUT 5.0 MI NORTHWEST OF ST. CLOUD, IN SECTION 21,
 DF6749'TOWNSHIP 25 SOUTH, RANGE
 DF6749'30 EAST.
 DF6749'
 DF6749'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 192, 441 (13TH
 DF6749'STREET) AND
 DF6749'COUNTY ROAD 523 (VERMONT AVENUE) IN ST. CLOUD, GO NORTH ON COUNTY ROAD
 DF6749'523 (VERMONT
 DF6749'AVENUE) FOR 0.9 MI TO THE JUNCTION OF LAKESHORE BOULEVARD, TURN LEFT
 DF6749'ON LAKESHORE
 DF6749'BOULEVARD (COUNTY ROAD 523) AND GO NORTHWEST FOR 2.1 MI TO THE
 DF6749'JUNCTION OF EAST
 DF6749'LAKESHORE BOULEVARD ON THE RIGHT, TURN RIGHT ON EAST LAKESHORE
 DF6749'BOULEVARD AND GO
 DF6749'NORTH FOR 1.65 MI TO THE MARK ON THE RIGHT, SET IN THE APPROXIMATE
 DF6749'CENTER OF A HEADWALL
 DF6749'ABOUT LEVEL WITH EAST LAKESHORE BOULEVARD.
 DF6749'
 DF6749'LOCATED 114.0 FT SOUTH OF A DRIVEWAY, 42.4 FT EAST OF THE CENTERLINE
 DF6749'OF EAST LAKESHORE
 DF6749'BOULEVARD, 24.0 FT SOUTH OF THE NORTH END OF A HEADWALL AND 19.4 FT
 DF6749'EAST OF A GUARD RAIL.
 DF6749'
 DF6749'NOTE THE STAMPING OF THE MARK IS 60 44 46, (THE (44) IS STAMPED
 DF6749'SIDEWAYS AND X-OUT).
 DF6749
 DF6749                          STATION RECOVERY (2024)
 DF6749
 DF6749'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DF6749'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2458 ***********************************************************************
 BG2458  DESIGNATION -  60 70 D 10
 BG2458  PID         -  BG2458
 BG2458  STATE/COUNTY-  FL/WALTON
 BG2458  COUNTRY     -  US
 BG2458  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2458
 BG2458                         *CURRENT SURVEY CONTROL
 BG2458  ______________________________________________________________________
 BG2458* NAD 83(1990) POSITION- 30 16 33.77310(N) 086 00 14.22077(W)   ADJUSTED
 BG2458* NAVD 88 ORTHO HEIGHT -     9.424 (meters)       30.92  (feet) ADJUSTED
 BG2458  ______________________________________________________________________
 BG2458  GEOID HEIGHT    -        -27.623 (meters)                     GEOID18
 BG2458  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 BG2458  DYNAMIC HEIGHT  -          9.411 (meters)       30.88  (feet) COMP
 BG2458  MODELED GRAVITY -    979,323.1   (mgal)                       NAVD 88
 BG2458
 BG2458  HORZ ORDER      -  SECOND
 BG2458  VERT ORDER      -  SECOND    CLASS II
 BG2458
 BG2458.The horizontal coordinates were established by classical geodetic methods
 BG2458.and adjusted by the National Geodetic Survey in May 1991.
 BG2458
 BG2458.The orthometric height was determined by differential leveling and
 BG2458.adjusted by the NATIONAL GEODETIC SURVEY
 BG2458.in June 1991.
 BG2458
 BG2458.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2458.GEOID18 height accuracy estimate available here.
 BG2458
 BG2458.Click photographs - Photos may exist for this station.
 BG2458
 BG2458.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2458
 BG2458.The dynamic height is computed by dividing the NAVD 88
 BG2458.geopotential number by the normal gravity value computed on the
 BG2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2458.degrees latitude (g = 980.6199 gals.).
 BG2458
 BG2458.The modeled gravity was interpolated from observed gravity values.
 BG2458
 BG2458. The following values were computed from the NAD 83(1990) position.
 BG2458
 BG2458;                    North         East     Units Scale Factor Converg.
 BG2458;SPC FL N     -   142,401.250   455,304.135   MT  0.99995023   -0 45 20.8
 BG2458;SPC FL N     -   467,194.77  1,493,776.98   sFT  0.99995023   -0 45 20.8
 BG2458;UTM  16      - 3,349,794.220   595,802.094   MT  0.99971323   +0 30 08.0
 BG2458
 BG2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2458!SPC FL N     -   1.00000286  x   0.99995023  =   0.99995309
 BG2458!UTM  16      -   1.00000286  x   0.99971323  =   0.99971609
 BG2458
 BG2458:                Primary Azimuth Mark                     Grid Az
 BG2458:SPC FL N     -  60 70 D 11 FLDT                          118 53 57.1
 BG2458:UTM  16      -  60 70 D 11 FLDT                          117 38 28.3
 BG2458
 BG2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9580249794(NAD 83)
 BG2458
 BG2458|---------------------------------------------------------------------|
 BG2458| PID    Reference Object                     Distance      Geod. Az  |
 BG2458|                                                           dddmmss.s |
 BG2458| BE1366 60 70 D 11 FLDT                     459.736 METERS 1180836.3 |
 BG2458|---------------------------------------------------------------------|
 BG2458
 BG2458                          SUPERSEDED SURVEY CONTROL
 BG2458
 BG2458  NAD 83(1986)-  30 16 33.78503(N)    086 00 14.22970(W) AD(       ) 2
 BG2458  NAD 27      -  30 16 33.05936(N)    086 00 14.45277(W) AD(       ) 2
 BG2458  NGVD 29 (07/19/86)    9.62   (m)           31.6    (f) LEVELING    3  
 BG2458
 BG2458.Superseded values are not recommended for survey control.
 BG2458
 BG2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2458.See file dsdata.pdf to determine how the superseded data were derived.
 BG2458
 BG2458_MARKER: DD = SURVEY DISK
 BG2458_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2458_STAMPING: 60 70 D10
 BG2458_MARK LOGO: FLDT
 BG2458_PROJECTION: RECESSED 18 CENTIMETERS
 BG2458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2458
 BG2458  HISTORY     - Date     Condition        Report By
 BG2458  HISTORY     - 1976     MONUMENTED       FLDT
 BG2458  HISTORY     - 1976     GOOD             FLDT
 BG2458
 BG2458                          STATION DESCRIPTION
 BG2458
 BG2458'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2458'STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF SANTA ROSA BEACH
 BG2458'AND ABOUT 21-1/2 MILES WEST-NORTHWEST OF PANAMA CITY ON THE SOUTH
 BG2458'SIDE OF U.S. ROUTE 98.
 BG2458'
 BG2458'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2458'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2458'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98 FOR
 BG2458'1.8 MILES TO ORANGE STREET AND STATION ON THE LEFT.
 BG2458'
 BG2458'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BG2458'BRASS DISK, STAMPED 60 70 D10, SET IN THE TOP OF A 4 INCH X 4 INCH
 BG2458'CONCRETE MONUMENT THAT IS 7 INCHES BELOW THE GROUND.  IT IS 10.8
 BG2458'FEET NORTHEAST OF A METAL WITNESS POST, 19.8 FEET NORTHEAST OF A
 BG2458'BURIED CABLE MARKER, 20.7 FEET WEST OF CENTER OF ORANGE STREET
 BG2458'AND 28.0 FEET SOUTHWEST OF CENTERLINE OF U.S. ROUTE 98.
 BG2458
 BG2458                          STATION RECOVERY (1976)
 BG2458
 BG2458'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2458'7.8 MI W FROM WEST PANAMA CITY BEACH.
 BG2458'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2458'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2458'GO WEST ON U.S. ROUTE 98 FOR ABOUT 1.8 MILES TO ORANGE STREET AND
 BG2458'STATION MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE
 BG2458'MONUMENT THAT IS 7 INCHES BELOW THE GROUND.  IT IS 28.0 FEET SOUTHWEST
 BG2458'OF CENTER OF U.S. ROUTE 98, 20.7 FEET WEST OF CENTER OF ORANGE STREET,
 BG2458'19.8 FEET NORTHEAST OF A BURIED CABLE MARKER AND 10.8 FEET NORTHEAST
 BG2458'OF A METAL WITNESS POST.  SECTION 36, T 3S, R 18W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1366 ***********************************************************************
 BE1366  DESIGNATION -  60 70 D 11 FLDT
 BE1366  PID         -  BE1366
 BE1366  STATE/COUNTY-  FL/WALTON
 BE1366  COUNTRY     -  US
 BE1366  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1366
 BE1366                         *CURRENT SURVEY CONTROL
 BE1366  ______________________________________________________________________
 BE1366* NAD 83(1990) POSITION- 30 16 26.73087(N) 085 59 59.05373(W)   ADJUSTED
 BE1366* NAVD 88 ORTHO HEIGHT -     4.864 (meters)       15.96  (feet) ADJUSTED
 BE1366  ______________________________________________________________________
 BE1366  GEOID HEIGHT    -        -27.624 (meters)                     GEOID18
 BE1366  LAPLACE CORR    -         -1.00  (seconds)                    DEFLEC18
 BE1366  DYNAMIC HEIGHT  -          4.858 (meters)       15.94  (feet) COMP
 BE1366  MODELED GRAVITY -    979,329.8   (mgal)                       NAVD 88
 BE1366
 BE1366  HORZ ORDER      -  SECOND
 BE1366  VERT ORDER      -  SECOND    CLASS II
 BE1366
 BE1366.The horizontal coordinates were established by classical geodetic methods
 BE1366.and adjusted by the National Geodetic Survey in May 1991.
 BE1366
 BE1366.The orthometric height was determined by differential leveling and
 BE1366.adjusted by the NATIONAL GEODETIC SURVEY
 BE1366.in June 1991.
 BE1366
 BE1366.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1366.GEOID18 height accuracy estimate available here.
 BE1366
 BE1366.Click photographs - Photos may exist for this station.
 BE1366
 BE1366.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1366
 BE1366.The dynamic height is computed by dividing the NAVD 88
 BE1366.geopotential number by the normal gravity value computed on the
 BE1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1366.degrees latitude (g = 980.6199 gals.).
 BE1366
 BE1366.The modeled gravity was interpolated from observed gravity values.
 BE1366
 BE1366. The following values were computed from the NAD 83(1990) position.
 BE1366
 BE1366;                    North         East     Units Scale Factor Converg.
 BE1366;SPC FL N     -   142,179.085   455,706.601   MT  0.99995016   -0 45 13.2
 BE1366;SPC FL N     -   466,465.88  1,495,097.41   sFT  0.99995016   -0 45 13.2
 BE1366;UTM  16      - 3,349,580.994   596,209.244   MT  0.99971419   +0 30 15.5
 BE1366
 BE1366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1366!SPC FL N     -   1.00000357  x   0.99995016  =   0.99995373
 BE1366!UTM  16      -   1.00000357  x   0.99971419  =   0.99971776
 BE1366
 BE1366:                Primary Azimuth Mark                     Grid Az
 BE1366:SPC FL N     -  60 70 D 10                               298 53 57.1
 BE1366:UTM  16      -  60 70 D 10                               297 38 28.4
 BE1366
 BE1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9620949580(NAD 83)
 BE1366
 BE1366|---------------------------------------------------------------------|
 BE1366| PID    Reference Object                     Distance      Geod. Az  |
 BE1366|                                                           dddmmss.s |
 BE1366| BE3749 60 70 D12                           256.910 METERS 08316     |
 BE1366| BG2458 60 70 D 10                          459.736 METERS 2980843.9 |
 BE1366|---------------------------------------------------------------------|
 BE1366
 BE1366                          SUPERSEDED SURVEY CONTROL
 BE1366
 BE1366  NAD 83(1986)-  30 16 26.74275(N)    085 59 59.06267(W) AD(       ) 2
 BE1366  NAD 27      -  30 16 26.01694(N)    085 59 59.28614(W) AD(       ) 2
 BE1366  NGVD 29 (07/19/86)    5.06   (m)           16.6    (f) LEVELING    3  
 BE1366
 BE1366.Superseded values are not recommended for survey control.
 BE1366
 BE1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1366.See file dsdata.pdf to determine how the superseded data were derived.
 BE1366
 BE1366_MARKER: DD = SURVEY DISK
 BE1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1366_STAMPING: 60 70 D11
 BE1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1366+STABILITY: SURFACE MOTION
 BE1366
 BE1366  HISTORY     - Date     Condition        Report By
 BE1366  HISTORY     - 1976     MONUMENTED       FLDT
 BE1366  HISTORY     - 1976     GOOD             FLDT
 BE1366
 BE1366                          STATION DESCRIPTION
 BE1366
 BE1366'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1366'STATION IS LOCATED ABOUT 15 MILES SOUTHEAST OF SANTA ROSA BEACH
 BE1366'AND ABOUT 21-1/2 MILES WEST-NORTHWEST OF PANAMA CITY ON THE SOUTH
 BE1366'SIDE OF U.S. ROUTE 98.
 BE1366'
 BE1366'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BE1366'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BE1366'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98
 BE1366'FOR 1.6 MILES TO LAKE SHORE DRIVE AND STATION ON THE LEFT.
 BE1366'
 BE1366'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE1366'BRASS DISK, STAMPED 60 70 D11, SET IN THE TOP OF A 4 INCH X 4 INCH
 BE1366'CONCRETE MONUMENT THAT IS 2 INCHES ABOVE THE GROUND.  IT IS 1.0
 BE1366'FOOT WEST OF A METAL WITNESS POST, 20.5 FEET EAST OF CENTER OF
 BE1366'LAKE SHORE DRIVE AND 55.0 FEET SOUTHEAST OF INTERSECTION OF
 BE1366'LAKESHORE DRIVE AND U.S. ROUTE 98.
 BE1366
 BE1366                          STATION RECOVERY (1976)
 BE1366
 BE1366'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BE1366'7.6 MI W FROM WEST PANAMA CITY BEACH.
 BE1366'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BE1366'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BE1366'GO WEST ON U.S. ROUTE 98 FOR ABOUT 1.6 MILES AND STATION.  WHICH IS
 BE1366'SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 BE1366'ABOVE THE GROUND.  IT IS 55.0 FEET SOUTHEAST OF CENTER OF INTERSECTION
 BE1366'OF U.S. ROUTE 98 AND LAKESHORE DRIVE, 20.5 FEET EAST OF CENTER OF
 BE1366'LAKESHORE DRIVE AND 1.0 FOOT WEST OF A METAL WITNESS POST. SECTION 36,
 BE1366'T 2S, R 18W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3749 ***********************************************************************
 BE3749  DESIGNATION -  60 70 D12
 BE3749  PID         -  BE3749
 BE3749  STATE/COUNTY-  FL/WALTON
 BE3749  COUNTRY     -  US
 BE3749  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE3749
 BE3749                         *CURRENT SURVEY CONTROL
 BE3749  ______________________________________________________________________
 BE3749* NAD 83(1990) POSITION- 30 16 27.70868(N) 085 59 49.50785(W)   ADJUSTED
 BE3749* NAVD 88 ORTHO HEIGHT -     3.85  (+/-2cm)       12.6   (feet) VERTCON3
 BE3749  ______________________________________________________________________
 BE3749  GEOID HEIGHT    -        -27.627 (meters)                     GEOID18
 BE3749  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 BE3749  HORZ ORDER      -  SECOND
 BE3749  VERT ORDER      -  THIRD ? (See Below)
 BE3749
 BE3749.The horizontal coordinates were established by classical geodetic methods
 BE3749.and adjusted by the National Geodetic Survey in May 1991.
 BE3749
 BE3749.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3749
 BE3749.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3749.GEOID18 height accuracy estimate available here.
 BE3749
 BE3749.The vertical order pertains to the NGVD 29 superseded value.
 BE3749
 BE3749.Click photographs - Photos may exist for this station.
 BE3749
 BE3749.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE3749
 BE3749. The following values were computed from the NAD 83(1990) position.
 BE3749
 BE3749;                    North         East     Units Scale Factor Converg.
 BE3749;SPC FL N     -   142,205.838   455,962.102   MT  0.99995017   -0 45 08.4
 BE3749;SPC FL N     -   466,553.65  1,495,935.66   sFT  0.99995017   -0 45 08.4
 BE3749;UTM  16      - 3,349,613.343   596,464.035   MT  0.99971480   +0 30 20.3
 BE3749
 BE3749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3749!SPC FL N     -   1.00000373  x   0.99995017  =   0.99995390
 BE3749!UTM  16      -   1.00000373  x   0.99971480  =   0.99971853
 BE3749
 BE3749:                Primary Azimuth Mark                     Grid Az
 BE3749:SPC FL N     -  46 70 D 13 FLDT                          075 33 43.9
 BE3749:UTM  16      -  46 70 D 13 FLDT                          074 18 15.2
 BE3749
 BE3749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9646449613(NAD 83)
 BE3749
 BE3749|---------------------------------------------------------------------|
 BE3749| PID    Reference Object                     Distance      Geod. Az  |
 BE3749|                                                           dddmmss.s |
 BE3749| BE1365 46 70 D 13 FLDT                     APPROX. 0.7 KM 0744835.5 |
 BE3749| BE1366 60 70 D 11 FLDT                     256.910 METERS 26316     |
 BE3749|---------------------------------------------------------------------|
 BE3749
 BE3749                          SUPERSEDED SURVEY CONTROL
 BE3749
 BE3749  NAD 83(1986)-  30 16 27.72053(N)    085 59 49.51676(W) AD(       ) 2
 BE3749  NAD 27      -  30 16 26.99478(N)    085 59 49.74052(W) AD(       ) 2
 BE3749  NGVD 29 (07/19/86)    3.96   (m)           13.0    (f) LEVELING    3  
 BE3749
 BE3749.Superseded values are not recommended for survey control.
 BE3749
 BE3749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3749.See file dsdata.pdf to determine how the superseded data were derived.
 BE3749
 BE3749_MARKER: DD = SURVEY DISK
 BE3749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3749+STABILITY: SURFACE MOTION
 BE3749
 BE3749  HISTORY     - Date     Condition        Report By
 BE3749  HISTORY     - 1976     MONUMENTED       FLDT
 BE3749
 BE3749                          STATION DESCRIPTION
 BE3749
 BE3749'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE3749'STATION IS LOCATED ABOUT 15-1/2 MILES SOUTHEAST OF SANTA ROSA
 BE3749'BEACH AND ABOUT 21 MILES WEST-NORTHWEST OF PANAMA CITY, ON THE
 BE3749'NORTHEAST SIDE OF U.S. ROUTE 98 NEAR THE BEE HIVE RESTAURANT.
 BE3749'
 BE3749'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BE3749'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BE3749'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98 FOR
 BE3749'1.4 MILES TO STATION ON THE RIGHT.
 BE3749'
 BE3749'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BE3749'BRASS DISK, STAMPED 60 70 D12, SET IN THE TOP OF A 4 INCH X 4 INCH
 BE3749'CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND.  IT IS 22.5 FEET
 BE3749'SOUTHWEST OF A METAL WITNESS POST, 24.0 FEET NORTHEAST OF
 BE3749'CENTERLINE OF U.S. ROUTE 98, 39.6 FEET SOUTH OF A POWER POLE, 43.0
 BE3749'FEET SOUTH OF A FIRE PLUG AND 62.0 FEET SOUTHEAST OF SOUTHEAST
 BE3749'END OF A PIPE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2342 ***********************************************************************
 BG2342  DESIGNATION -  60 70 E 01
 BG2342  PID         -  BG2342
 BG2342  STATE/COUNTY-  FL/WALTON
 BG2342  COUNTRY     -  US
 BG2342  USGS QUAD   -  DESTIN (2018)
 BG2342
 BG2342                         *CURRENT SURVEY CONTROL
 BG2342  ______________________________________________________________________
 BG2342* NAD 83(1990) POSITION- 30 22 41.88293(N) 086 23 12.04568(W)   ADJUSTED
 BG2342* NAVD 88 ORTHO HEIGHT -     7.168 (meters)       23.52  (feet) POSTED
 BG2342  ______________________________________________________________________
 BG2342  GEOID HEIGHT    -        -27.377 (meters)                     GEOID18
 BG2342  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 BG2342  DYNAMIC HEIGHT  -          7.16  (meters)       23.5   (feet) COMP
 BG2342  MODELED GRAVITY -    979,346.9   (mgal)                       NAVD 88
 BG2342
 BG2342  HORZ ORDER      -  SECOND
 BG2342  VERT ORDER      -  * POSTED, SEE BELOW
 BG2342
 BG2342.The horizontal coordinates were established by classical geodetic methods
 BG2342.and adjusted by the National Geodetic Survey in May 1991.
 BG2342
 BG2342.The orthometric height was determined by differential leveling
 BG2342.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BG2342
 BG2342.* This is a POSTED BENCH MARK height.
 BG2342
 BG2342.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2342.GEOID18 height accuracy estimate available here.
 BG2342
 BG2342.Click photographs - Photos may exist for this station.
 BG2342
 BG2342.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2342
 BG2342.The dynamic height is computed by dividing the NAVD 88
 BG2342.geopotential number by the normal gravity value computed on the
 BG2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2342.degrees latitude (g = 980.6199 gals.).
 BG2342
 BG2342.The modeled gravity was interpolated from observed gravity values.
 BG2342
 BG2342. The following values were computed from the NAD 83(1990) position.
 BG2342
 BG2342;                    North         East     Units Scale Factor Converg.
 BG2342;SPC FL N     -   154,282.206   418,672.135   MT  0.99995519   -0 56 53.2
 BG2342;SPC FL N     -   506,174.20  1,373,593.50   sFT  0.99995519   -0 56 53.2
 BG2342;UTM  16      - 3,360,864.859   558,928.264   MT  0.99964284   +0 18 36.6
 BG2342
 BG2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2342!SPC FL N     -   1.00000317  x   0.99995519  =   0.99995836
 BG2342!UTM  16      -   1.00000317  x   0.99964284  =   0.99964601
 BG2342
 BG2342:                Primary Azimuth Mark                     Grid Az
 BG2342:SPC FL N     -  60 76 A04                                098 21 22.8
 BG2342:UTM  16      -  60 76 A04                                097 05 53.0
 BG2342
 BG2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5892860864(NAD 83)
 BG2342
 BG2342|---------------------------------------------------------------------|
 BG2342| PID    Reference Object                     Distance      Geod. Az  |
 BG2342|                                                           dddmmss.s |
 BG2342| BG2343 60 76 A04                           APPROX. 0.8 KM 0972429.6 |
 BG2342|---------------------------------------------------------------------|
 BG2342
 BG2342                          SUPERSEDED SURVEY CONTROL
 BG2342
 BG2342  NAD 83(1986)-  30 22 41.89936(N)    086 23 12.05369(W) AD(       ) 2
 BG2342  NAD 27      -  30 22 41.17708(N)    086 23 12.24079(W) AD(       ) 2
 BG2342  NGVD 29 (07/19/86)    7.30   (m)           24.0    (f) LEVELING    3  
 BG2342
 BG2342.Superseded values are not recommended for survey control.
 BG2342
 BG2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2342.See file dsdata.pdf to determine how the superseded data were derived.
 BG2342
 BG2342_MARKER: DD = SURVEY DISK
 BG2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2342_STAMPING: 60 70 E01
 BG2342_MARK LOGO: FLDT
 BG2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2342+STABILITY: SURFACE MOTION
 BG2342
 BG2342  HISTORY     - Date     Condition        Report By
 BG2342  HISTORY     - 1976     MONUMENTED       FLDT
 BG2342  HISTORY     - 1976     GOOD             FLDT
 BG2342  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BG2342  HISTORY     - 19961205 MARK NOT FOUND   USPSQD
 BG2342  HISTORY     - 19990406 GOOD             USPSQD
 BG2342  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BG2342
 BG2342                          STATION DESCRIPTION
 BG2342
 BG2342'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2342'STATION IS LOCATED ABOUT 9-1/2 MILES WEST OF SANTA ROSA BEACH
 BG2342'AND ABOUT 14-1/2 MILES EAST-SOUTHEAST OF FORT WALTON BEACH,
 BG2342'ON THE NORTH SIDE OF U.S. ROUTE 98.
 BG2342'
 BG2342'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2342'U.S. ROUTE 98 FOR 6.6 MILES TO THE OKALOOSA-WALTON COUNTY
 BG2342'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 0.6 MILE TO STATION
 BG2342'ON LEFT, AS DESCRIBED.
 BG2342'
 BG2342'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BG2342'BRASS DISK, STAMPED 60 70 E01, SET IN THE TOP OF A 4 INCH X 4
 BG2342'INCH CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND.  IT
 BG2342'IS 16.8 FEET NORTH OF CENTER OF U.S. ROUTE 98, 34.4 FEET SOUTH
 BG2342'OF A 4 INCH X 4 INCH CONCRETE PROPERTY MARKER, 41.4 FEET
 BG2342'SOUTHWEST OF A WATER METER AND 69 FEET EAST OF CENTER OF A
 BG2342'GRADED ROAD.
 BG2342
 BG2342                          STATION RECOVERY (1976)
 BG2342
 BG2342'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2342'7.25 MI E FROM DESTIN.
 BG2342'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2342'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2342'U.S. ROUTE 98 FOR ABOUT .65 MILE TO STATION.  WHICH IS SET IN THE TOP
 BG2342'OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH GROUND.  IT IS
 BG2342'34.3 FEET SOUTH OF A CONCRETE MONUMENT, 69.0 FEET EAST OF CENTER OF A
 BG2342'GRAVEL ROAD, 41.4 FEET SOUTHWEST OF A WATER METER AND 16.8 FEET NORTH
 BG2342'OF CENTER OF U.S. ROUTE 98.  SECTION 30, T 2S, R 21W.
 BG2342
 BG2342                          STATION RECOVERY (1989)
 BG2342
 BG2342'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2342'MARK NOT FOUND.
 BG2342
 BG2342                          STATION RECOVERY (1996)
 BG2342
 BG2342'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG2342'MARK NOT FOUND.
 BG2342
 BG2342                          STATION RECOVERY (1999)
 BG2342
 BG2342'RECOVERY NOTE BY US POWER SQUADRON 1999
 BG2342'RECOVERED IN GOOD CONDITION.
 BG2342
 BG2342                          STATION RECOVERY (2004)
 BG2342
 BG2342'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2342'STATION POSSIBLY LOST DUE TO SURFACED PARKING AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2415 ***********************************************************************
 BG2415  DESIGNATION -  60 70 E 02
 BG2415  PID         -  BG2415
 BG2415  STATE/COUNTY-  FL/WALTON
 BG2415  COUNTRY     -  US
 BG2415  USGS QUAD   -  DESTIN (2018)
 BG2415
 BG2415                         *CURRENT SURVEY CONTROL
 BG2415  ______________________________________________________________________
 BG2415* NAD 83(1986) POSITION- 30 22 38.52   (N) 086 22 42.90   (W)   HD_HELD1
 BG2415* NAVD 88 ORTHO HEIGHT -     7.684 (meters)       25.21  (feet) POSTED
 BG2415  ______________________________________________________________________
 BG2415  GEOID HEIGHT    -        -27.383 (meters)                     GEOID18
 BG2415  DYNAMIC HEIGHT  -          7.67  (meters)       25.2   (feet) COMP
 BG2415  MODELED GRAVITY -    979,346.6   (mgal)                       NAVD 88
 BG2415
 BG2415  VERT ORDER      -  * POSTED, SEE BELOW
 BG2415
 BG2415.The horizontal coordinates were determined by differentially corrected
 BG2415.hand held GPS observations or other comparable positioning techniques
 BG2415.and have an estimated accuracy of +/- 3 meters.
 BG2415
 BG2415.The orthometric height was determined by differential leveling
 BG2415.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BG2415
 BG2415.* This is a POSTED BENCH MARK height.
 BG2415
 BG2415.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2415.GEOID18 height accuracy estimate available here.
 BG2415
 BG2415.Click photographs - Photos may exist for this station.
 BG2415
 BG2415.The dynamic height is computed by dividing the NAVD 88
 BG2415.geopotential number by the normal gravity value computed on the
 BG2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2415.degrees latitude (g = 980.6199 gals.).
 BG2415
 BG2415.The modeled gravity was interpolated from observed gravity values.
 BG2415
 BG2415;                    North         East    Units  Estimated Accuracy
 BG2415;SPC FL N     -   154,165.8     419,448.5     MT  (+/- 3 meters HH1 GPS) 
 BG2415
 BG2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5970660765(NAD 83)
 BG2415
 BG2415                          SUPERSEDED SURVEY CONTROL
 BG2415
 BG2415.No superseded survey control is available for this station.
 BG2415
 BG2415_MARKER: DD = SURVEY DISK
 BG2415_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2415_STAMPING: 60 70 E02
 BG2415_MARK LOGO: FLDT
 BG2415_PROJECTION: RECESSED 15 CENTIMETERS
 BG2415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2415
 BG2415  HISTORY     - Date     Condition        Report By
 BG2415  HISTORY     - 1976     MONUMENTED       FLDT
 BG2415  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BG2415  HISTORY     - 19971218 MARK NOT FOUND   USPSQD
 BG2415  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BG2415
 BG2415                          STATION DESCRIPTION
 BG2415
 BG2415'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2415'7.75 MI E FROM DESTIN.
 BG2415'FROM THE U.S. POST OFFICE IN DESTIN, GO EAST ON U.S. ROUTE 98 FOR
 BG2415'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2415'U.S. ROUTE 98 FOR ABOUT 1.15 MILES AND REFERENCE MARK.  WHICH IS SET
 BG2415'IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 6 INCHES BELOW
 BG2415'GROUND.  IT IS 47.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BG2415'LIGHT HOUSE LOUNGE BUILDING, 38.0 FEET NORTH OF CENTER OF U.S. ROUTE
 BG2415'98 AND 20.1 FEET EAST OF A POWER POLE.  SECTION 29, T2S, R21W.
 BG2415
 BG2415                          STATION RECOVERY (1989)
 BG2415
 BG2415'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2415'MARK NOT FOUND.
 BG2415
 BG2415                          STATION RECOVERY (1997)
 BG2415
 BG2415'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2415'MARK NOT FOUND.
 BG2415
 BG2415                          STATION RECOVERY (2004)
 BG2415
 BG2415'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2415'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2344 ***********************************************************************
 BG2344  DESIGNATION -  60 70 E 03
 BG2344  PID         -  BG2344
 BG2344  STATE/COUNTY-  FL/WALTON
 BG2344  COUNTRY     -  US
 BG2344  USGS QUAD   -  CHOCTAW BEACH (2018)
 BG2344
 BG2344                         *CURRENT SURVEY CONTROL
 BG2344  ______________________________________________________________________
 BG2344* NAD 83(1990) POSITION- 30 22 32.27733(N) 086 22 07.71933(W)   ADJUSTED
 BG2344* NAVD 88 ORTHO HEIGHT -     5.870 (meters)       19.26  (feet) POSTED
 BG2344  ______________________________________________________________________
 BG2344  GEOID HEIGHT    -        -27.389 (meters)                     GEOID18
 BG2344  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 BG2344  DYNAMIC HEIGHT  -          5.86  (meters)       19.2   (feet) COMP
 BG2344  MODELED GRAVITY -    979,346.3   (mgal)                       NAVD 88
 BG2344
 BG2344  HORZ ORDER      -  SECOND
 BG2344  VERT ORDER      -  * POSTED, SEE BELOW
 BG2344
 BG2344.The horizontal coordinates were established by classical geodetic methods
 BG2344.and adjusted by the National Geodetic Survey in May 1991.
 BG2344
 BG2344.The orthometric height was determined by differential leveling
 BG2344.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BG2344
 BG2344.* This is a POSTED BENCH MARK height.
 BG2344
 BG2344.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2344.GEOID18 height accuracy estimate available here.
 BG2344
 BG2344.Click photographs - Photos may exist for this station.
 BG2344
 BG2344.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2344
 BG2344.The dynamic height is computed by dividing the NAVD 88
 BG2344.geopotential number by the normal gravity value computed on the
 BG2344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2344.degrees latitude (g = 980.6199 gals.).
 BG2344
 BG2344.The modeled gravity was interpolated from observed gravity values.
 BG2344
 BG2344. The following values were computed from the NAD 83(1990) position.
 BG2344
 BG2344;                    North         East     Units Scale Factor Converg.
 BG2344;SPC FL N     -   153,958.180   420,384.459   MT  0.99995502   -0 56 20.9
 BG2344;SPC FL N     -   505,111.13  1,379,211.35   sFT  0.99995502   -0 56 20.9
 BG2344;UTM  16      - 3,360,578.602   560,646.756   MT  0.99964537   +0 19 09.1
 BG2344
 BG2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2344!SPC FL N     -   1.00000338  x   0.99995502  =   0.99995840
 BG2344!UTM  16      -   1.00000338  x   0.99964537  =   0.99964875
 BG2344
 BG2344:                Primary Azimuth Mark                     Grid Az
 BG2344:SPC FL N     -  60 76 A05                                097 10 46.2
 BG2344:UTM  16      -  60 76 A05                                095 55 16.2
 BG2344
 BG2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6064660578(NAD 83)
 BG2344
 BG2344|---------------------------------------------------------------------|
 BG2344| PID    Reference Object                     Distance      Geod. Az  |
 BG2344|                                                           dddmmss.s |
 BG2344| BG2345 60 76 A05                           APPROX. 0.6 KM 0961425.3 |
 BG2344|---------------------------------------------------------------------|
 BG2344
 BG2344                          SUPERSEDED SURVEY CONTROL
 BG2344
 BG2344  NAD 83(1986)-  30 22 32.29349(N)    086 22 07.72740(W) AD(       ) 2
 BG2344  NAD 27      -  30 22 31.57224(N)    086 22 07.91644(W) AD(       ) 2
 BG2344  NGVD 29 (07/19/86)    6.00   (m)           19.7    (f) LEVELING    3  
 BG2344
 BG2344.Superseded values are not recommended for survey control.
 BG2344
 BG2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2344.See file dsdata.pdf to determine how the superseded data were derived.
 BG2344
 BG2344_MARKER: DD = SURVEY DISK
 BG2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2344_STAMPING: 60 70 E03
 BG2344_MARK LOGO: FLDT
 BG2344_PROJECTION: RECESSED 30 CENTIMETERS
 BG2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2344+STABILITY: SURFACE MOTION
 BG2344
 BG2344  HISTORY     - Date     Condition        Report By
 BG2344  HISTORY     - 1976     MONUMENTED       FLDT
 BG2344  HISTORY     - 1976     GOOD             FLDT
 BG2344  HISTORY     - 1989     GOOD             USPSQD
 BG2344  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BG2344
 BG2344                          STATION DESCRIPTION
 BG2344
 BG2344'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2344'STATION IS LOCATED ABOUT 8-1/2 MILES WEST OF SANTA ROSA BEACH
 BG2344'AND ABOUT 15-1/2 MILES EAST-SOUTHEAST OF FORT WALTON BEACH,
 BG2344'ON THE SOUTH SIDE OF U.S. ROUTE 98.
 BG2344'
 BG2344'TO REACH STATION FROM POST OFFICE IN DESTIN.  GO EAST ON
 BG2344'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY LINE,
 BG2344'CONTINUE EAST ON U.S. ROUTE 98 FOR 1.7 MILES TO STATION ON
 BG2344'THE RIGHT.
 BG2344'
 BG2344'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BG2344'BRASS DISK, STAMPED 60 70 E03, SET IN THE TOP OF A 4 INCH X 4
 BG2344'INCH CONCRETE MONUMENT THAT IS 12 INCHES BELOW THE GROUND.  IT
 BG2344'IS 2.5 FEET NORTH OF A METAL WITNESS POST, 24.3 FEET SOUTH OF
 BG2344'CENTERLINE OF U.S. ROUTE 98, 93.5 FEET WEST OF NORTHWEST
 BG2344'CORNER OF A FRAME HOUSE AND 144.4 FEET WEST OF POWER POLE
 BG2344'NUMBER 4108050510.
 BG2344
 BG2344                          STATION RECOVERY (1976)
 BG2344
 BG2344'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2344'8.35 MI E FROM DESTIN.
 BG2344'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2344'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2344'U.S. ROUTE 98 FOR ABOUT 1.75 MILES AND STATION.  WHICH IS SET IN THE
 BG2344'TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 12 INCHES BELOW GROUND.
 BG2344'IT IS 144.4 FEET WEST OF POWER POLE NO. 4108050510, 93.5 FEET WEST OF
 BG2344'THE NORTHWEST CORNER OF A FRAME RESIDENCE, 24.3 FEET SOUTH OF CENTER
 BG2344'OF U.S. ROUTE 98 AND 2.5 FEET NORTH OF A METAL WITNESS POST.  SECTION
 BG2344'29, T 2S, R 21W.
 BG2344
 BG2344                          STATION RECOVERY (1989)
 BG2344
 BG2344'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2344'RECOVERED IN GOOD CONDITION.
 BG2344
 BG2344                          STATION RECOVERY (2004)
 BG2344
 BG2344'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2344'LIKELY LOST DUE TO BEACH EROSION AT SIDE OF HIGHWAY
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2416 ***********************************************************************
 BG2416  DESIGNATION -  60 70 E 04
 BG2416  PID         -  BG2416
 BG2416  STATE/COUNTY-  FL/WALTON
 BG2416  COUNTRY     -  US
 BG2416  USGS QUAD   -  CHOCTAW BEACH (2018)
 BG2416
 BG2416                         *CURRENT SURVEY CONTROL
 BG2416  ______________________________________________________________________
 BG2416* NAD 83(1986) POSITION- 30 22 30.12   (N) 086 21 44.91   (W)   HD_HELD1
 BG2416* NAVD 88 ORTHO HEIGHT -     9.969 (meters)       32.71  (feet) ADJUSTED
 BG2416  ______________________________________________________________________
 BG2416  GEOID HEIGHT    -        -27.393 (meters)                     GEOID18
 BG2416  DYNAMIC HEIGHT  -          9.956 (meters)       32.66  (feet) COMP
 BG2416  MODELED GRAVITY -    979,346.1   (mgal)                       NAVD 88
 BG2416
 BG2416  VERT ORDER      -  SECOND    CLASS II
 BG2416
 BG2416.The horizontal coordinates were determined by differentially corrected
 BG2416.hand held GPS observations or other comparable positioning techniques
 BG2416.and have an estimated accuracy of +/- 3 meters.
 BG2416
 BG2416.The orthometric height was determined by differential leveling and
 BG2416.adjusted by the NATIONAL GEODETIC SURVEY
 BG2416.in June 1991.
 BG2416
 BG2416.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2416.GEOID18 height accuracy estimate available here.
 BG2416
 BG2416.Click photographs - Photos may exist for this station.
 BG2416
 BG2416.The dynamic height is computed by dividing the NAVD 88
 BG2416.geopotential number by the normal gravity value computed on the
 BG2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2416.degrees latitude (g = 980.6199 gals.).
 BG2416
 BG2416.The modeled gravity was interpolated from observed gravity values.
 BG2416
 BG2416;                    North         East    Units  Estimated Accuracy
 BG2416;SPC FL N     -   153,881.8     420,992.3     MT  (+/- 3 meters HH1 GPS) 
 BG2416
 BG2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6125560515(NAD 83)
 BG2416
 BG2416                          SUPERSEDED SURVEY CONTROL
 BG2416
 BG2416.No superseded survey control is available for this station.
 BG2416
 BG2416_MARKER: DD = SURVEY DISK
 BG2416_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2416_STAMPING: 60 70 E04
 BG2416_MARK LOGO: FLDT
 BG2416_PROJECTION: RECESSED 15 CENTIMETERS
 BG2416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2416
 BG2416  HISTORY     - Date     Condition        Report By
 BG2416  HISTORY     - 1973     MONUMENTED       FLDT
 BG2416  HISTORY     - 1976     GOOD             FLDT
 BG2416  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BG2416  HISTORY     - 19940311 GOOD             USPSQD
 BG2416
 BG2416                          STATION DESCRIPTION
 BG2416
 BG2416'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2416'8.7 MI E FROM DESTIN.
 BG2416'FROM THE U.S. POST OFFICE AT DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2416'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2416'U.S. ROUTE 98 FOR ABOUT 2.1 MILES AND REFERENCE MARK.  WHICH IS SET IN
 BG2416'THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 6 INCHES BELOW
 BG2416'GROUND.  IT IS 95.0 FEET WEST OF THE NORTHWEST CORNER OF A GREEN
 BG2416'HOUSE, 25.5 FEET SOUTH OF CENTER OF U.S. ROUTE 98, 14.4 FEET NORTH OF
 BG2416'A FENCE AND 13.9 FEET NORTH OF A METAL WITNESS POST.  SECTION 33, T
 BG2416'2S, R 21W.
 BG2416
 BG2416                          STATION RECOVERY (1989)
 BG2416
 BG2416'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2416'MARK NOT FOUND.
 BG2416
 BG2416                          STATION RECOVERY (1994)
 BG2416
 BG2416'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG2416'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2339 ***********************************************************************
 BG2339  DESIGNATION -  60 76 A01
 BG2339  PID         -  BG2339
 BG2339  STATE/COUNTY-  FL/WALTON
 BG2339  COUNTRY     -  US
 BG2339  USGS QUAD   -  DESTIN (2018)
 BG2339
 BG2339                         *CURRENT SURVEY CONTROL
 BG2339  ______________________________________________________________________
 BG2339* NAD 83(1990) POSITION- 30 23 05.68485(N) 086 23 22.06459(W)   ADJUSTED
 BG2339* NAVD 88 ORTHO HEIGHT -     4.715 (meters)       15.47  (feet) POSTED
 BG2339  ______________________________________________________________________
 BG2339  GEOID HEIGHT    -        -27.381 (meters)                     GEOID18
 BG2339  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 BG2339  DYNAMIC HEIGHT  -          4.71  (meters)       15.5   (feet) COMP
 BG2339  MODELED GRAVITY -    979,347.3   (mgal)                       NAVD 88
 BG2339
 BG2339  HORZ ORDER      -  SECOND
 BG2339  VERT ORDER      -  * POSTED, SEE BELOW
 BG2339
 BG2339.The horizontal coordinates were established by classical geodetic methods
 BG2339.and adjusted by the National Geodetic Survey in May 1991.
 BG2339
 BG2339.The orthometric height was determined by differential leveling
 BG2339.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BG2339
 BG2339.* This is a POSTED BENCH MARK height.
 BG2339
 BG2339.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2339.GEOID18 height accuracy estimate available here.
 BG2339
 BG2339.Click photographs - Photos may exist for this station.
 BG2339
 BG2339.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2339
 BG2339.The dynamic height is computed by dividing the NAVD 88
 BG2339.geopotential number by the normal gravity value computed on the
 BG2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2339.degrees latitude (g = 980.6199 gals.).
 BG2339
 BG2339.The modeled gravity was interpolated from observed gravity values.
 BG2339
 BG2339. The following values were computed from the NAD 83(1990) position.
 BG2339
 BG2339;                    North         East     Units Scale Factor Converg.
 BG2339;SPC FL N     -   155,019.461   418,416.829   MT  0.99995562   -0 56 58.2
 BG2339;SPC FL N     -   508,593.01  1,372,755.88   sFT  0.99995562   -0 56 58.2
 BG2339;UTM  16      - 3,361,596.101   558,656.915   MT  0.99964244   +0 18 31.8
 BG2339
 BG2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2339!SPC FL N     -   1.00000356  x   0.99995562  =   0.99995918
 BG2339!UTM  16      -   1.00000356  x   0.99964244  =   0.99964600
 BG2339
 BG2339:                Primary Azimuth Mark                     Grid Az
 BG2339:SPC FL N     -  60 76 A02                                271 30 51.0
 BG2339:UTM  16      -  60 76 A02                                270 15 21.0
 BG2339
 BG2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5865661596(NAD 83)
 BG2339
 BG2339|---------------------------------------------------------------------|
 BG2339| PID    Reference Object                     Distance      Geod. Az  |
 BG2339|                                                           dddmmss.s |
 BG2339| BG2402 60 76 A01 RM 1                                     08719     |
 BG2339| BG2442 GILLIS                              154.311 METERS 11137     |
 BG2339| CW1691 60 76 A01 RM 2                                     26541     |
 BG2339| BG2340 60 76 A02                           APPROX. 0.7 KM 2703352.8 |
 BG2339|---------------------------------------------------------------------|
 BG2339
 BG2339                          SUPERSEDED SURVEY CONTROL
 BG2339
 BG2339  NAD 83(1986)-  30 23 05.70131(N)    086 23 22.07246(W) AD(       ) 2
 BG2339  NAD 27      -  30 23 04.97955(N)    086 23 22.25960(W) AD(       ) 2
 BG2339  NGVD 29 (07/19/86)    4.85   (m)           15.9    (f) LEVELING    3  
 BG2339
 BG2339.Superseded values are not recommended for survey control.
 BG2339
 BG2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2339.See file dsdata.pdf to determine how the superseded data were derived.
 BG2339
 BG2339_MARKER: DD = SURVEY DISK
 BG2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2339_STAMPING: 60 76 A01
 BG2339_MARK LOGO: FLDT
 BG2339_PROJECTION: FLUSH
 BG2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2339+STABILITY: SURFACE MOTION
 BG2339
 BG2339  HISTORY     - Date     Condition        Report By
 BG2339  HISTORY     - 1976     MONUMENTED       FLDT
 BG2339  HISTORY     - 1976     GOOD             FLDT
 BG2339  HISTORY     - 1989     GOOD             USPSQD
 BG2339  HISTORY     - 19971217 MARK NOT FOUND   USPSQD
 BG2339  HISTORY     - 20040428 POOR             FLDT
 BG2339
 BG2339                          STATION DESCRIPTION
 BG2339
 BG2339'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2339'STATION IS LOCATED ABOUT 9-1/2 MILES WEST OF SANTA ROSA BEACH
 BG2339'AND ABOUT 14-1/2 MILES EAST-SOUTHEAST OF FORT WALTON BEACH,
 BG2339'ON THE NORTH SIDE OF A POWER LINE.
 BG2339'
 BG2339'TO REACH STATION FROM THE POST OFFICE OF DESTIN.  GO EAST ON
 BG2339'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY
 BG2339'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 0.05 MILES TO A SAND
 BG2339'ROAD LEFT.  TURN LEFT AND GO NORTH ON SAND ROAD FOR 0.4 MILES TO
 BG2339'POWER LINE AND SAND ROAD.  TURN RIGHT ON SAND ROAD AND GO
 BG2339'EAST FOR 0.4 MILES TO STATION ON THE LEFT.
 BG2339'
 BG2339'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2339'RESOURCES BRASS DISK, STAMPED 60 76 A01, SET IN THE TOP OF A
 BG2339'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BG2339'9.0 FEET SOUTH OF A METAL WITNESS POST, 51.5 FEET NORTH OF A
 BG2339'POWER LINE, 141.0 FEET NORTHEAST OF POWER POLE NUMBER 30 AND
 BG2339'192.0 FEET WEST OF CENTER OF SAND ROAD LEADING NORTH.
 BG2339'
 BG2339'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2339'TRANSPORTATION BRASS DISK, STAMPED 60 76 A01 RM NO 1, SET IN
 BG2339'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2339'BELOW THE GROUND.  IT IS 4.2 FEET SOUTH OF A METAL WITNESS POST,
 BG2339'54.5 FEET NORTH OF A POWER LINE, 11.5 FEET SOUTHWEST OF A TWIN
 BG2339'FORK PINE TREE AND 181.4 FEET NORTHEAST OF POWER POLE NUMBER 30.
 BG2339'
 BG2339'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2339'TRANSPORTATION BRASS DISK, STAMPED 60 76 A01 RM NO 2, SET IN
 BG2339'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH
 BG2339'WITH THE TOP OF THE GROUND.  IT IS 1.3 FEET WEST OF A METAL
 BG2339'WITNESS POST, 12.0 FEET NORTH OF CENTER OF A SAND ROAD AND 38.7
 BG2339'FEET NORTH OF POWER POLE NUMBER 30.
 BG2339
 BG2339                          STATION RECOVERY (1976)
 BG2339
 BG2339'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2339'7.45 MI E FROM DESTIN.
 BG2339'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2339'ABOUT 6.65 MILES TO A SAND ROAD NORTH, JUST EAST OF THE
 BG2339'OKALOOSA-WALTON COUNTY LINE.  GO NORTH ON THE SAND ROAD FOR ABOUT 0.4
 BG2339'MILE TO THE POWER LINE AND A SAND ROAD EAST PARALLELING THE POWER
 BG2339'LINE, THEN GO EAST ON THE SAND ROAD FOR ABOUT 0.4 MILE AND STATION,
 BG2339'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 BG2339'GROUND.  IT IS 192.0 FEET WEST OF CENTER OF A TRAIL ROAD LEADING
 BG2339'NORTH, 141.0 FEET NORTHEAST OF POWER POLE NO. 30, 51.5 FEET NORTH OF
 BG2339'THE APPROXIMATE CENTER OF THE POWER LINE AND 9.0 FEET SOUTH OF A METAL
 BG2339'WITNESS POST.  SECTION 30, T 2S, R 21W.
 BG2339
 BG2339                          STATION RECOVERY (1989)
 BG2339
 BG2339'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2339'RECOVERED IN GOOD CONDITION.
 BG2339
 BG2339                          STATION RECOVERY (1997)
 BG2339
 BG2339'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2339'MARK NOT FOUND.
 BG2339
 BG2339                          STATION RECOVERY (2004)
 BG2339
 BG2339'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (BWF)
 BG2339'FOUND MONUMENT MISSING BRASS DISK
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2402 ***********************************************************************
 BG2402  DESIGNATION -  60 76 A01 RM 1
 BG2402  PID         -  BG2402
 BG2402  STATE/COUNTY-  FL/WALTON
 BG2402  COUNTRY     -  US
 BG2402  USGS QUAD   -  DESTIN (2018)
 BG2402
 BG2402                         *CURRENT SURVEY CONTROL
 BG2402  ______________________________________________________________________
 BG2402* NAD 83(1986) POSITION- 30 23 06.     (N) 086 23 22.     (W)   SCALED
 BG2402* NAVD 88 ORTHO HEIGHT -     4.378 (meters)       14.36  (feet) POSTED
 BG2402  ______________________________________________________________________
 BG2402  GEOID HEIGHT    -        -27.381 (meters)                     GEOID18
 BG2402  DYNAMIC HEIGHT  -          4.37  (meters)       14.3   (feet) COMP
 BG2402  MODELED GRAVITY -    979,347.3   (mgal)                       NAVD 88
 BG2402
 BG2402  VERT ORDER      -  * POSTED, SEE BELOW
 BG2402
 BG2402.The horizontal coordinates were scaled from a map and have
 BG2402.an estimated accuracy of +/- 6 seconds.
 BG2402
 BG2402.The orthometric height was determined by differential leveling
 BG2402.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BG2402
 BG2402.* This is a POSTED BENCH MARK height.
 BG2402
 BG2402.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2402.GEOID18 height accuracy estimate available here.
 BG2402
 BG2402.Click photographs - Photos may exist for this station.
 BG2402
 BG2402.The dynamic height is computed by dividing the NAVD 88
 BG2402.geopotential number by the normal gravity value computed on the
 BG2402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2402.degrees latitude (g = 980.6199 gals.).
 BG2402
 BG2402.The modeled gravity was interpolated from observed gravity values.
 BG2402
 BG2402;                    North         East    Units  Estimated Accuracy
 BG2402;SPC FL N     -   155,030.      418,420.      MT  (+/- 180 meters Scaled)
 BG2402
 BG2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU586616(NAD 83)
 BG2402
 BG2402                          SUPERSEDED SURVEY CONTROL
 BG2402
 BG2402.No superseded survey control is available for this station.
 BG2402
 BG2402_MARKER: DD = SURVEY DISK
 BG2402_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2402_STAMPING: 60 76 A01 RM NO1
 BG2402_MARK LOGO: FLDT
 BG2402_PROJECTION: RECESSED 5 CENTIMETERS
 BG2402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG2402+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2004
 BG2402
 BG2402  HISTORY     - Date     Condition        Report By
 BG2402  HISTORY     - 1976     MONUMENTED       FLDT
 BG2402  HISTORY     - 1976     GOOD             FLDT
 BG2402  HISTORY     - 1989     GOOD             USPSQD
 BG2402  HISTORY     - 20040428 GOOD             FLDT
 BG2402
 BG2402                          STATION DESCRIPTION
 BG2402
 BG2402'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2402'7.45 MI E FROM DESTIN.
 BG2402'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2402'ABOUT 6.65 MILES TO A SAND ROAD NORTH, JUST EAST OF THE
 BG2402'OKALOOSA-WALTON COUNTY LINE.  GO NORTH ON THE SAND ROAD FOR ABOUT 0.4
 BG2402'MILE TO THE POWER LINE AND A SAND ROAD EAST PARALLELING THE POWER
 BG2402'LINE, THEN GO EAST ON THE SAND ROAD FOR ABOUT 0.4 MILE AND REFERENCE
 BG2402'MARK.  WHICH IS SET IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE
 BG2402'MONUMENT 2 INCHES BELOW GROUND.  IT IS 181.4 FEET NORTHEAST OF POWER
 BG2402'POLE NO. 30, 54.5 FEET NORTH OF THE APPROXIMATE CENTER OF THE POWER
 BG2402'LINE, 11.5 FEET SOUTHWEST OF A FORKED PINE TREE AND 4.2 FEET SOUTH OF
 BG2402'A METAL WITNESS POST.  SECTION 30, T 2S, R 21W.
 BG2402
 BG2402                          STATION RECOVERY (1989)
 BG2402
 BG2402'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2402'RECOVERED IN GOOD CONDITION.
 BG2402
 BG2402                          STATION RECOVERY (2004)
 BG2402
 BG2402'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (BWF)
 BG2402'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2340 ***********************************************************************
 BG2340  DESIGNATION -  60 76 A02
 BG2340  PID         -  BG2340
 BG2340  STATE/COUNTY-  FL/WALTON
 BG2340  COUNTRY     -  US
 BG2340  USGS QUAD   -  DESTIN (2018)
 BG2340
 BG2340                         *CURRENT SURVEY CONTROL
 BG2340  ______________________________________________________________________
 BG2340* NAD 83(1990) POSITION- 30 23 05.89993(N) 086 23 47.31497(W)   ADJUSTED
 BG2340* NAVD 88 ORTHO HEIGHT -     5.561 (meters)       18.24  (feet) POSTED
 BG2340  ______________________________________________________________________
 BG2340  GEOID HEIGHT    -        -27.376 (meters)                     GEOID18
 BG2340  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 BG2340  DYNAMIC HEIGHT  -          5.55  (meters)       18.2   (feet) COMP
 BG2340  MODELED GRAVITY -    979,347.4   (mgal)                       NAVD 88
 BG2340
 BG2340  HORZ ORDER      -  SECOND
 BG2340  VERT ORDER      -  * POSTED, SEE BELOW
 BG2340
 BG2340.The horizontal coordinates were established by classical geodetic methods
 BG2340.and adjusted by the National Geodetic Survey in May 1991.
 BG2340
 BG2340.The orthometric height was determined by differential leveling
 BG2340.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BG2340
 BG2340.* This is a POSTED BENCH MARK height.
 BG2340
 BG2340.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2340.GEOID18 height accuracy estimate available here.
 BG2340
 BG2340.Click photographs - Photos may exist for this station.
 BG2340
 BG2340.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2340
 BG2340.The dynamic height is computed by dividing the NAVD 88
 BG2340.geopotential number by the normal gravity value computed on the
 BG2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2340.degrees latitude (g = 980.6199 gals.).
 BG2340
 BG2340.The modeled gravity was interpolated from observed gravity values.
 BG2340
 BG2340. The following values were computed from the NAD 83(1990) position.
 BG2340
 BG2340;                    North         East     Units Scale Factor Converg.
 BG2340;SPC FL N     -   155,037.275   417,742.935   MT  0.99995562   -0 57 10.9
 BG2340;SPC FL N     -   508,651.46  1,370,544.95   sFT  0.99995562   -0 57 10.9
 BG2340;UTM  16      - 3,361,599.111   557,983.003   MT  0.99964148   +0 18 19.0
 BG2340
 BG2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2340!SPC FL N     -   1.00000343  x   0.99995562  =   0.99995905
 BG2340!UTM  16      -   1.00000343  x   0.99964148  =   0.99964490
 BG2340
 BG2340:                Primary Azimuth Mark                     Grid Az
 BG2340:SPC FL N     -  60 76 A01                                091 30 51.0
 BG2340:UTM  16      -  60 76 A01                                090 15 21.1
 BG2340
 BG2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5798361599(NAD 83)
 BG2340
 BG2340|---------------------------------------------------------------------|
 BG2340| PID    Reference Object                     Distance      Geod. Az  |
 BG2340|                                                           dddmmss.s |
 BG2340| BG2403 60 76 A02 RM 1                                     04728     |
 BG2340| BG2339 60 76 A01                           APPROX. 0.7 KM 0903340.1 |
 BG2340| BG2341 60 76 A03                           APPROX. 0.6 KM 1820901.3 |
 BG2340| BG2379 60 76 A02 RM 2                                     30917     |
 BG2340|---------------------------------------------------------------------|
 BG2340
 BG2340                          SUPERSEDED SURVEY CONTROL
 BG2340
 BG2340  NAD 83(1986)-  30 23 05.91649(N)    086 23 47.32284(W) AD(       ) 2
 BG2340  NAD 27      -  30 23 05.19426(N)    086 23 47.50936(W) AD(       ) 2
 BG2340  NGVD 29 (07/19/86)    5.70   (m)           18.7    (f) LEVELING    3  
 BG2340
 BG2340.Superseded values are not recommended for survey control.
 BG2340
 BG2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2340.See file dsdata.pdf to determine how the superseded data were derived.
 BG2340
 BG2340_MARKER: DD = SURVEY DISK
 BG2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2340_STAMPING: 60 76 A02
 BG2340_MARK LOGO: FLDT
 BG2340_PROJECTION: FLUSH
 BG2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2340+STABILITY: SURFACE MOTION
 BG2340
 BG2340  HISTORY     - Date     Condition        Report By
 BG2340  HISTORY     - 1976     MONUMENTED       FLDT
 BG2340  HISTORY     - 1976     GOOD             FLDT
 BG2340  HISTORY     - 1989     GOOD             USPSQD
 BG2340  HISTORY     - 19971217 MARK NOT FOUND   USPSQD
 BG2340  HISTORY     - 20040103 MARK NOT FOUND   USPSQD
 BG2340
 BG2340                          STATION DESCRIPTION
 BG2340
 BG2340'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2340'STATION IS LOCATED ABOUT 10 MILES WEST OF SANTA ROSA BEACH
 BG2340'AND 14 MILES EAST-SOUTHEAST OF FORT WALTON BEACH, ON THE NORTH
 BG2340'SIDE OF A POWER LINE.
 BG2340'
 BG2340'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2340'U.S. ROUTE 98 FOR 6.6 MILES TO THE OKALOOSA-WALTON COUNTY
 BG2340'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 0.05 MILE TO A SAND
 BG2340'ROAD, LEFT.  TURN LEFT AND GO NORTH ON THE SAND ROAD FOR 0.4
 BG2340'MILE TO A POWER LINE AND SAND ROAD INTERSECTION.  TURN RIGHT
 BG2340'AND GO EAST ON SAND ROAD FOR 0.05 MILE TO STATION ON LEFT.
 BG2340'
 BG2340'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2340'RESOURCES BRASS DISK, STAMPED 60 76 A02, SET IN THE TOP OF A ROUND
 BG2340'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 2.2
 BG2340'FEET SOUTH OF A METAL WITNESS POST, 24.6 FEET NORTH OF CENTER
 BG2340'OF A POWER LINE AND 133.0 FEET WEST OF POWER POLE NUMBER 35.
 BG2340'
 BG2340'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2340'TRANSPORTATION BRASS DISK, STAMPED 60 76 A02 RM NO 1, SET IN
 BG2340'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2340'BELOW THE GROUND.  IT IS 1.3 FEET SOUTH OF A METAL WITNESS POST,
 BG2340'57.6 FEET NORTH OF CENTER OF A POWER LINE AND 112.0 FEET
 BG2340'NORTHWEST OF POWER POLE NUMBER 35.
 BG2340'
 BG2340'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2340'TRANSPORTATION BRASS DISK, STAMPED 60 76 A02 RM NO 2, SET IN
 BG2340'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2340'BELOW THE GROUND.  IT IS 1.6 FEET SOUTH OF A METAL WITNESS POST
 BG2340'AND 53.2 FEET NORTH OF CENTER OF THE POWER LINE.
 BG2340
 BG2340                          STATION RECOVERY (1976)
 BG2340
 BG2340'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2340'7.05 MI E FROM DESTIN.
 BG2340'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2340'ABOUT 6.65 MILES TO A SAND ROAD NORTH, JUST EAST OF THE
 BG2340'OKALOOSA-WALTON COUNTY LINE.  GO NORTH ON THE SAND ROAD FOR ABOUT 0.4
 BG2340'MILE TO THE POWER LINE AND STATION.  WHICH IS SET IN THE TOP OF A
 BG2340'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 133.0 FEET WEST
 BG2340'OF POWER POLE NO. 35, 24.6 FEET NORTH OF THE APPROXIMATE CENTER OF THE
 BG2340'POWER LINE CROSSING, AND 2.2 FEET SOUTH OF A METAL WITNESS POST.
 BG2340'SECTION 30, T 2S, R 21W.
 BG2340
 BG2340                          STATION RECOVERY (1989)
 BG2340
 BG2340'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2340'RECOVERED IN GOOD CONDITION.
 BG2340
 BG2340                          STATION RECOVERY (1997)
 BG2340
 BG2340'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2340'MARK NOT FOUND.
 BG2340
 BG2340                          STATION RECOVERY (2004)
 BG2340
 BG2340'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2340'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2403 ***********************************************************************
 BG2403  DESIGNATION -  60 76 A02 RM 1
 BG2403  PID         -  BG2403
 BG2403  STATE/COUNTY-  FL/WALTON
 BG2403  COUNTRY     -  US
 BG2403  USGS QUAD   -  DESTIN (2018)
 BG2403
 BG2403                         *CURRENT SURVEY CONTROL
 BG2403  ______________________________________________________________________
 BG2403* NAD 83(1986) POSITION- 30 23 06.     (N) 086 23 48.     (W)   SCALED
 BG2403* NAVD 88 ORTHO HEIGHT -     5.498 (meters)       18.04  (feet) POSTED
 BG2403  ______________________________________________________________________
 BG2403  GEOID HEIGHT    -        -27.376 (meters)                     GEOID18
 BG2403  DYNAMIC HEIGHT  -          5.49  (meters)       18.0   (feet) COMP
 BG2403  MODELED GRAVITY -    979,347.4   (mgal)                       NAVD 88
 BG2403
 BG2403  VERT ORDER      -  * POSTED, SEE BELOW
 BG2403
 BG2403.The horizontal coordinates were scaled from a map and have
 BG2403.an estimated accuracy of +/- 6 seconds.
 BG2403
 BG2403.The orthometric height was determined by differential leveling
 BG2403.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BG2403
 BG2403.* This is a POSTED BENCH MARK height.
 BG2403
 BG2403.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2403.GEOID18 height accuracy estimate available here.
 BG2403
 BG2403.Click photographs - Photos may exist for this station.
 BG2403
 BG2403.The dynamic height is computed by dividing the NAVD 88
 BG2403.geopotential number by the normal gravity value computed on the
 BG2403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2403.degrees latitude (g = 980.6199 gals.).
 BG2403
 BG2403.The modeled gravity was interpolated from observed gravity values.
 BG2403
 BG2403;                    North         East    Units  Estimated Accuracy
 BG2403;SPC FL N     -   155,040.      417,730.      MT  (+/- 180 meters Scaled)
 BG2403
 BG2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU579616(NAD 83)
 BG2403
 BG2403                          SUPERSEDED SURVEY CONTROL
 BG2403
 BG2403.No superseded survey control is available for this station.
 BG2403
 BG2403_MARKER: DD = SURVEY DISK
 BG2403_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2403_STAMPING: 60 76 A02 RM NO1
 BG2403_MARK LOGO: FLDT
 BG2403_PROJECTION: RECESSED 5 CENTIMETERS
 BG2403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2403
 BG2403  HISTORY     - Date     Condition        Report By
 BG2403  HISTORY     - 1976     MONUMENTED       FLDT
 BG2403  HISTORY     - 1976     GOOD             FLDT
 BG2403  HISTORY     - 1989     GOOD             USPSQD
 BG2403  HISTORY     - 20040103 MARK NOT FOUND   USPSQD
 BG2403
 BG2403                          STATION DESCRIPTION
 BG2403
 BG2403'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2403'7.05 MI E FROM DESTIN.
 BG2403'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2403'ABOUT 6.65 MILES TO A SAND ROAD NORTH, JUST EAST OF THE
 BG2403'OKALOOSA-WALTON COUNTY LINE.  GO NORTH ON THE SAND ROAD FOR ABOUT 0.4
 BG2403'MILE TO THE POWER LINE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF
 BG2403'A 4 X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS
 BG2403'112.0 FEET NORTHWEST OF POWER POLE NO. 35, 57.6 FEET NORTH OF THE
 BG2403'APPROXIMATE CENTER OF THE POWER LINE CROSSING AND 1.3 FEET SOUTH OF A
 BG2403'METAL WITNESS POST.  SECTION 30, T 2S, R 21W.
 BG2403
 BG2403                          STATION RECOVERY (1989)
 BG2403
 BG2403'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2403'RECOVERED IN GOOD CONDITION.
 BG2403
 BG2403                          STATION RECOVERY (2004)
 BG2403
 BG2403'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2403'LOCATION NOW AT RELANDSCAPED ENTRANCE TO MARVELLA OFF OF NEW 4 LANE
 BG2403'HIGHWAY 98.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2379 ***********************************************************************
 BG2379  DESIGNATION -  60 76 A02 RM 2
 BG2379  PID         -  BG2379
 BG2379  STATE/COUNTY-  FL/WALTON
 BG2379  COUNTRY     -  US
 BG2379  USGS QUAD   -  DESTIN (2018)
 BG2379
 BG2379                         *CURRENT SURVEY CONTROL
 BG2379  ______________________________________________________________________
 BG2379* NAD 83(1986) POSITION- 30 23 06.     (N) 086 23 48.     (W)   SCALED
 BG2379* NAVD 88 ORTHO HEIGHT -     5.531 (meters)       18.15  (feet) POSTED
 BG2379  ______________________________________________________________________
 BG2379  GEOID HEIGHT    -        -27.376 (meters)                     GEOID18
 BG2379  DYNAMIC HEIGHT  -          5.52  (meters)       18.1   (feet) COMP
 BG2379  MODELED GRAVITY -    979,347.4   (mgal)                       NAVD 88
 BG2379
 BG2379  VERT ORDER      -  * POSTED, SEE BELOW
 BG2379
 BG2379.The horizontal coordinates were scaled from a map and have
 BG2379.an estimated accuracy of +/- 6 seconds.
 BG2379
 BG2379.The orthometric height was determined by differential leveling
 BG2379.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BG2379
 BG2379.* This is a POSTED BENCH MARK height.
 BG2379
 BG2379.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2379.GEOID18 height accuracy estimate available here.
 BG2379
 BG2379.Click photographs - Photos may exist for this station.
 BG2379
 BG2379.The dynamic height is computed by dividing the NAVD 88
 BG2379.geopotential number by the normal gravity value computed on the
 BG2379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2379.degrees latitude (g = 980.6199 gals.).
 BG2379
 BG2379.The modeled gravity was interpolated from observed gravity values.
 BG2379
 BG2379;                    North         East    Units  Estimated Accuracy
 BG2379;SPC FL N     -   155,040.      417,730.      MT  (+/- 180 meters Scaled)
 BG2379
 BG2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU579616(NAD 83)
 BG2379
 BG2379                          SUPERSEDED SURVEY CONTROL
 BG2379
 BG2379.No superseded survey control is available for this station.
 BG2379
 BG2379_MARKER: DD = SURVEY DISK
 BG2379_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2379_STAMPING: 60 76 A02 RM NO2
 BG2379_MARK LOGO: FLDT
 BG2379_PROJECTION: RECESSED 5 CENTIMETERS
 BG2379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2379
 BG2379  HISTORY     - Date     Condition        Report By
 BG2379  HISTORY     - 1976     MONUMENTED       FLDT
 BG2379  HISTORY     - 1976     GOOD             FLDT
 BG2379  HISTORY     - 1989     GOOD             USPSQD
 BG2379  HISTORY     - 20040103 MARK NOT FOUND   USPSQD
 BG2379
 BG2379                          STATION DESCRIPTION
 BG2379
 BG2379'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2379'7.05 MI E FROM DESTIN.
 BG2379'FROM THE U.S. POST OFFICE IN DESTIN, GO WEST ON U.S. ROUTE 98 FOR
 BG2379'ABOUT 6.65 MILES TO A SAND ROAD NORTH, JUST EAST OF THE
 BG2379'OKALOOSA-WALTON COUNTY LINE.  GO NORTH ON THE SAND ROAD FOR ABOUT 0.4
 BG2379'MILE TO THE POWER LINE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF
 BG2379'A 4 X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS
 BG2379'53.2 FEET NORTH OF THE APPROXIMATE CENTER OF THE POWER LINE CROSSING
 BG2379'AND 1.6 FEET SOUTH OF A METAL WITNESS POST.  SECTION 30, T2S, R21W.
 BG2379
 BG2379                          STATION RECOVERY (1989)
 BG2379
 BG2379'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2379'RECOVERED IN GOOD CONDITION.
 BG2379
 BG2379                          STATION RECOVERY (2004)
 BG2379
 BG2379'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2379'GPS LOCATION NOW AT RELANDSCAPED ENTRANCE TO MARVELLA OFF OF NEW 4
 BG2379'LANE HIGHWAY 98.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2341 ***********************************************************************
 BG2341  DESIGNATION -  60 76 A03
 BG2341  PID         -  BG2341
 BG2341  STATE/COUNTY-  FL/WALTON
 BG2341  COUNTRY     -  US
 BG2341  USGS QUAD   -  DESTIN (2018)
 BG2341
 BG2341                         *CURRENT SURVEY CONTROL
 BG2341  ______________________________________________________________________
 BG2341* NAD 83(1990) POSITION- 30 22 45.68149(N) 086 23 48.19058(W)   ADJUSTED
 BG2341* NAVD 88 ORTHO HEIGHT -     6.290 (meters)       20.64  (feet) POSTED
 BG2341  ______________________________________________________________________
 BG2341  GEOID HEIGHT    -        -27.371 (meters)                     GEOID18
 BG2341  LAPLACE CORR    -         -0.91  (seconds)                    DEFLEC18
 BG2341  DYNAMIC HEIGHT  -          6.28  (meters)       20.6   (feet) COMP
 BG2341  MODELED GRAVITY -    979,347.1   (mgal)                       NAVD 88
 BG2341
 BG2341  HORZ ORDER      -  SECOND
 BG2341  VERT ORDER      -  * POSTED, SEE BELOW
 BG2341
 BG2341.The horizontal coordinates were established by classical geodetic methods
 BG2341.and adjusted by the National Geodetic Survey in May 1991.
 BG2341
 BG2341.The orthometric height was determined by differential leveling
 BG2341.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BG2341
 BG2341.* This is a POSTED BENCH MARK height.
 BG2341
 BG2341.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2341.GEOID18 height accuracy estimate available here.
 BG2341
 BG2341.Click photographs - Photos may exist for this station.
 BG2341
 BG2341.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2341
 BG2341.The dynamic height is computed by dividing the NAVD 88
 BG2341.geopotential number by the normal gravity value computed on the
 BG2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2341.degrees latitude (g = 980.6199 gals.).
 BG2341
 BG2341.The modeled gravity was interpolated from observed gravity values.
 BG2341
 BG2341. The following values were computed from the NAD 83(1990) position.
 BG2341
 BG2341;                    North         East     Units Scale Factor Converg.
 BG2341;SPC FL N     -   154,415.168   417,709.206   MT  0.99995526   -0 57 11.3
 BG2341;SPC FL N     -   506,610.43  1,370,434.29   sFT  0.99995526   -0 57 11.3
 BG2341;UTM  16      - 3,360,976.609   557,962.949   MT  0.99964145   +0 18 18.4
 BG2341
 BG2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2341!SPC FL N     -   1.00000331  x   0.99995526  =   0.99995857
 BG2341!UTM  16      -   1.00000331  x   0.99964145  =   0.99964476
 BG2341
 BG2341:                Primary Azimuth Mark                     Grid Az
 BG2341:SPC FL N     -  60 76 A03 AZ MK                          098 43 49.0
 BG2341:UTM  16      -  60 76 A03 AZ MK                          097 28 19.3
 BG2341
 BG2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5796260976(NAD 83)
 BG2341
 BG2341|---------------------------------------------------------------------|
 BG2341| PID    Reference Object                     Distance      Geod. Az  |
 BG2341|                                                           dddmmss.s |
 BG2341| BG2340 60 76 A02                           APPROX. 0.6 KM 0020900.9 |
 BG2341| BG2457 60 76 A03 AZ MK                     APPROX. 0.6 KM 0974637.7 |
 BG2341| BG2404 60 76 A03 RM 1                                     10721     |
 BG2341| CW1692 60 76 A03 RM 2                                     31349     |
 BG2341|---------------------------------------------------------------------|
 BG2341
 BG2341                          SUPERSEDED SURVEY CONTROL
 BG2341
 BG2341  NAD 83(1986)-  30 22 45.69806(N)    086 23 48.19857(W) AD(       ) 2
 BG2341  NAD 27      -  30 22 44.97519(N)    086 23 48.38455(W) AD(       ) 2
 BG2341  NGVD 29 (07/19/86)    6.42   (m)           21.1    (f) LEVELING    3  
 BG2341
 BG2341.Superseded values are not recommended for survey control.
 BG2341
 BG2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2341.See file dsdata.pdf to determine how the superseded data were derived.
 BG2341
 BG2341_MARKER: DD = SURVEY DISK
 BG2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2341_STAMPING: 60 76 A03
 BG2341_MARK LOGO: FLDNR
 BG2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2341+STABILITY: SURFACE MOTION
 BG2341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2341+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BG2341
 BG2341  HISTORY     - Date     Condition        Report By
 BG2341  HISTORY     - 1976     MONUMENTED       FLDT
 BG2341  HISTORY     - 1976     GOOD             FLDT
 BG2341  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BG2341  HISTORY     - 19971217 MARK NOT FOUND   USPSQD
 BG2341  HISTORY     - 19990406 MARK NOT FOUND   USPSQD
 BG2341  HISTORY     - 20040204 GOOD             USPSQD
 BG2341
 BG2341                          STATION DESCRIPTION
 BG2341
 BG2341'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2341'STATION IS LOCATED ABOUT 10 MILES WEST OF SANTA ROSA BEACH
 BG2341'AND ABOUT 14 MILES EAST-SOUTHEAST OF FORT WALTON BEACH ON THE
 BG2341'SOUTH SIDE OF U.S. ROUTE 98.
 BG2341'
 BG2341'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2341'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY LINE,
 BG2341'CONTINUE EAST ON U.S. ROUTE 98 FOR 0.05 MILE TO STATION ON
 BG2341'THE RIGHT.
 BG2341'
 BG2341'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2341'RESOURCES BRASS DISK, STAMPED 60 76 A03, SET IN THE TOP OF A
 BG2341'ROUND CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE GROUND.  IT IS
 BG2341'7.8 FEET NORTH OF A METAL WITNESS POST, 23.2 FEET SOUTH OF CENTER
 BG2341'LINE OF U.S. ROUTE 98, 99.0 FEET EAST OF TELEPHONE POLE, 157.6
 BG2341'FEET EAST OF COUNTY LINE SIGN POST AND 205.5 FEET EAST OF
 BG2341'NORTHEAST CORNER OF SHARK TOOTH RESTAURANT.
 BG2341'
 BG2341'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2341'TRANSPORTATION BRASS DISK, STAMPED 60 76 A03 RM NO 1, SET IN THE
 BG2341'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 BG2341'THE GROUND.  IT IS 1.0 FOOT NORTH OF A METAL WITNESS POST, 15.1
 BG2341'FEET EAST OF A TELEPHONE JUNCTION BOX, 25.0 FEET EAST OF
 BG2341'PROJECTED CENTER OF TRAILROAD LEADING NORTH AND 30.0 FEET SOUTH
 BG2341'OF CENTER LINE OF U.S. ROUTE 98.
 BG2341'
 BG2341'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2341'NATURAL RESOURCES BRASS DISK, STAMPED W1, SET IN THE TOP OF A
 BG2341'4 INCH X 4 INCH CONCRETE MONUMENT THAT PROJECTS 6 INCHES ABOVE THE
 BG2341'GROUND.  IT IS 13.0 FEET NORTHWEST OF A TELEPHONE POLE, 53.7 FEET
 BG2341'NORTH OF CENTERLINE OF U.S. ROUTE 98, 55.0 FEET NORTHEAST OF
 BG2341'COUNTY LINE SIGN POST AND 101.0 FEET EAST OF A POWER POLE.
 BG2341'
 BG2341'THE AZIMUTH MARK IS ABOUT 0.4 MILES EAST OF STATION.  IT IS A
 BG2341'STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS DISK,
 BG2341'STAMPED 60 76 A03 AZ MK, SET IN THE TOP OF A 4 INCH X 4 INCH
 BG2341'CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS 2.4
 BG2341'FEET NORTH OF A METAL WITNESS POST, 24.0 FEET WEST OF CENTER OF
 BG2341'AN ASPHALT DITCH AND 28.4 FEET SOUTH OF CENTER LINE OF
 BG2341'U.S. ROUTE 98.
 BG2341
 BG2341                          STATION RECOVERY (1976)
 BG2341
 BG2341'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2341'6.65 MI E FROM DESTIN.
 BG2341'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2341'ABOUT 6.65 MILES TO STATION, JUST EAST OF THE OKALOOSA-WALTON COUNTY
 BG2341'LINE.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 6 INCHES
 BG2341'BELOW GROUND.  IT IS 205.5 FEET EAST OF THE NORTHEAST CORNER OF THE
 BG2341'SHARKS TOOTH RESTAURANT, 157.6 FEET EAST OF THE COUNTY LINE SIGN POST,
 BG2341'99.0 FEET EAST OF A TELEPHONE POLE, 23.2 FEET SOUTH OF CENTER OF U.S.
 BG2341'ROUTE 98 AND 7.8 FEET NORTH OF A METAL WITNESS POST.  SECTION 30, T
 BG2341'2S, R 21W.
 BG2341
 BG2341                          STATION RECOVERY (1989)
 BG2341
 BG2341'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2341'MARK NOT FOUND.
 BG2341
 BG2341                          STATION RECOVERY (1997)
 BG2341
 BG2341'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2341'MARK NOT FOUND.
 BG2341
 BG2341                          STATION RECOVERY (1999)
 BG2341
 BG2341'RECOVERY NOTE BY US POWER SQUADRON 1999
 BG2341'MARK NOT FOUND.
 BG2341
 BG2341                          STATION RECOVERY (2004)
 BG2341
 BG2341'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2341'STATION ONE FOOT BELOW NEW GRADE LEVEL, SAND FILL COVERING AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2457 ***********************************************************************
 BG2457  DESIGNATION -  60 76 A03 AZ MK
 BG2457  PID         -  BG2457
 BG2457  STATE/COUNTY-  FL/WALTON
 BG2457  COUNTRY     -  US
 BG2457  USGS QUAD   -  DESTIN (2018)
 BG2457
 BG2457                         *CURRENT SURVEY CONTROL
 BG2457  ______________________________________________________________________
 BG2457* NAD 83(1990) POSITION- 30 22 42.92604(N) 086 23 24.92614(W)   NO CHECK
 BG2457* NAVD 88 ORTHO HEIGHT -     6.638 (meters)       21.78  (feet) POSTED
 BG2457  ______________________________________________________________________
 BG2457  GEOID HEIGHT    -        -27.375 (meters)                     GEOID18
 BG2457  LAPLACE CORR    -         -0.92  (seconds)                    DEFLEC18
 BG2457  DYNAMIC HEIGHT  -          6.63  (meters)       21.8   (feet) COMP
 BG2457  MODELED GRAVITY -    979,347.0   (mgal)                       NAVD 88
 BG2457
 BG2457  HORZ ORDER      -  THIRD
 BG2457  VERT ORDER      -  * POSTED, SEE BELOW
 BG2457
 BG2457.The horizontal coordinates were established by classical geodetic methods
 BG2457.and adjusted by the National Geodetic Survey in May 1991.
 BG2457
 BG2457.No horizontal observational check was made to the station.
 BG2457
 BG2457.The orthometric height was determined by differential leveling
 BG2457.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BG2457
 BG2457.* This is a POSTED BENCH MARK height.
 BG2457
 BG2457.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2457.GEOID18 height accuracy estimate available here.
 BG2457
 BG2457.Click photographs - Photos may exist for this station.
 BG2457
 BG2457.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2457
 BG2457.The dynamic height is computed by dividing the NAVD 88
 BG2457.geopotential number by the normal gravity value computed on the
 BG2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2457.degrees latitude (g = 980.6199 gals.).
 BG2457
 BG2457.The modeled gravity was interpolated from observed gravity values.
 BG2457
 BG2457. The following values were computed from the NAD 83(1990) position.
 BG2457
 BG2457;                    North         East     Units Scale Factor Converg.
 BG2457;SPC FL N     -   154,320.017   418,328.828   MT  0.99995521   -0 56 59.7
 BG2457;SPC FL N     -   506,298.26  1,372,467.16   sFT  0.99995521   -0 56 59.7
 BG2457;UTM  16      - 3,360,895.113   558,584.317   MT  0.99964234   +0 18 30.1
 BG2457
 BG2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2457!SPC FL N     -   1.00000326  x   0.99995521  =   0.99995847
 BG2457!UTM  16      -   1.00000326  x   0.99964234  =   0.99964560
 BG2457
 BG2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5858460895(NAD 83)
 BG2457
 BG2457                          SUPERSEDED SURVEY CONTROL
 BG2457
 BG2457  NAD 83(1986)-  30 22 42.94252(N)    086 23 24.93413(W) AD(       ) 3
 BG2457  NAD 27      -  30 22 42.22002(N)    086 23 25.12075(W) AD(       ) 3
 BG2457  NGVD 29 (07/19/86)    6.77   (m)           22.2    (f) LEVELING    3  
 BG2457
 BG2457.Superseded values are not recommended for survey control.
 BG2457
 BG2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2457.See file dsdata.pdf to determine how the superseded data were derived.
 BG2457
 BG2457_MARKER: DD = SURVEY DISK
 BG2457_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2457_STAMPING: 60 76 A03 AZ MK
 BG2457_MARK LOGO: FLDT
 BG2457_PROJECTION: RECESSED 8 CENTIMETERS
 BG2457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2457
 BG2457  HISTORY     - Date     Condition        Report By
 BG2457  HISTORY     - 1976     MONUMENTED       FLDT
 BG2457  HISTORY     - 1976     GOOD             FLDT
 BG2457  HISTORY     - 1989     GOOD             USPSQD
 BG2457  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BG2457
 BG2457                          STATION DESCRIPTION
 BG2457
 BG2457'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2457'MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION
 BG2457'BRASS DISK, STAMPED 60 76 A03 AZ MK, SET IN THE TOP OF A
 BG2457'4 X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE
 BG2457'GROUND.  IT IS 2.4 FEET NORTH OF A METAL WITNESS POST, 24.0
 BG2457'FEET WEST OF CENTER OF AN ASPHALT DITCH AND 28.4 FEET SOUTH OF
 BG2457'CENTER LINE OF U.S. ROUTE 98.
 BG2457
 BG2457                          STATION RECOVERY (1976)
 BG2457
 BG2457'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2457'7.05 MI E FROM DESTIN.
 BG2457'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2457'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2457'U.S. ROUTE 98 FOR 0.45 MILE AND AZIMUTH MARK.  WHICH IS SET IN THE TOP
 BG2457'OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW GROUND. IT IS
 BG2457'28.4 FEET SOUTH OF CENTER OF U.S. ROUTE 98, 24.0 FEET WEST OF CENTER
 BG2457'OF AN ASPHALT DITCH AND 2.4 FEET NORTH OF A METAL WITNESS POST.
 BG2457'SECTION 30, T 2S, R 21W.
 BG2457
 BG2457                          STATION RECOVERY (1989)
 BG2457
 BG2457'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2457'RECOVERED IN GOOD CONDITION.
 BG2457
 BG2457                          STATION RECOVERY (2004)
 BG2457
 BG2457'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2457'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2404 ***********************************************************************
 BG2404  DESIGNATION -  60 76 A03 RM 1
 BG2404  PID         -  BG2404
 BG2404  STATE/COUNTY-  FL/WALTON
 BG2404  COUNTRY     -  US
 BG2404  USGS QUAD   -  DESTIN (2018)
 BG2404
 BG2404                         *CURRENT SURVEY CONTROL
 BG2404  ______________________________________________________________________
 BG2404* NAD 83(1986) POSITION- 30 22 46.     (N) 086 23 48.     (W)   SCALED
 BG2404* NAVD 88 ORTHO HEIGHT -     6.244 (meters)       20.49  (feet) POSTED
 BG2404  ______________________________________________________________________
 BG2404  GEOID HEIGHT    -        -27.371 (meters)                     GEOID18
 BG2404  DYNAMIC HEIGHT  -          6.24  (meters)       20.5   (feet) COMP
 BG2404  MODELED GRAVITY -    979,347.2   (mgal)                       NAVD 88
 BG2404
 BG2404  VERT ORDER      -  * POSTED, SEE BELOW
 BG2404
 BG2404.The horizontal coordinates were scaled from a map and have
 BG2404.an estimated accuracy of +/- 6 seconds.
 BG2404
 BG2404.The orthometric height was determined by differential leveling
 BG2404.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BG2404
 BG2404.* This is a POSTED BENCH MARK height.
 BG2404
 BG2404.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2404.GEOID18 height accuracy estimate available here.
 BG2404
 BG2404.Click photographs - Photos may exist for this station.
 BG2404
 BG2404.The dynamic height is computed by dividing the NAVD 88
 BG2404.geopotential number by the normal gravity value computed on the
 BG2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2404.degrees latitude (g = 980.6199 gals.).
 BG2404
 BG2404.The modeled gravity was interpolated from observed gravity values.
 BG2404
 BG2404;                    North         East    Units  Estimated Accuracy
 BG2404;SPC FL N     -   154,430.      417,710.      MT  (+/- 180 meters Scaled)
 BG2404
 BG2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU579609(NAD 83)
 BG2404
 BG2404                          SUPERSEDED SURVEY CONTROL
 BG2404
 BG2404.No superseded survey control is available for this station.
 BG2404
 BG2404_MARKER: DD = SURVEY DISK
 BG2404_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2404_STAMPING: 60 76 A03 RM NO 1
 BG2404_MARK LOGO: FLDT
 BG2404_PROJECTION: RECESSED 8 CENTIMETERS
 BG2404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2404
 BG2404  HISTORY     - Date     Condition        Report By
 BG2404  HISTORY     - 1976     MONUMENTED       FLDT
 BG2404  HISTORY     - 1976     GOOD             FLDT
 BG2404  HISTORY     - 1989     GOOD             USPSQD
 BG2404  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BG2404
 BG2404                          STATION DESCRIPTION
 BG2404
 BG2404'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2404'6.65 MI E FROM DESTIN.
 BG2404'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2404'ABOUT 6.65 MILES TO REFERENCE MARK, JUST EAST OF THE OKALOOSA-WALTON
 BG2404'COUNTY LINE.  WHICH IS SET IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE
 BG2404'MONUMENT 3 INCHES BELOW GROUND.  IT IS 30.0 FEET SOUTH OF CENTER OF
 BG2404'U.S. ROUTE 98, 25.0 FEET EAST OF THE PROJECTED CENTER OF A TRAIL ROAD
 BG2404'LEADING NORTH, 15.1 FEET EAST OF A TELEPHONE JUNCTION BOX AND 1.0 FOOT
 BG2404'NORTH OF A METAL WITNESS POST.  SECTION 30, T 2S, R 21W.
 BG2404
 BG2404                          STATION RECOVERY (1989)
 BG2404
 BG2404'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2404'RECOVERED IN GOOD CONDITION.
 BG2404
 BG2404                          STATION RECOVERY (2004)
 BG2404
 BG2404'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2404'STATION POSSIBLY LOST DUE TO NEW DRIVEWAY SURFACING AND ADAJCENT
 BG2404'LANDSCAPING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2343 ***********************************************************************
 BG2343  DESIGNATION -  60 76 A04
 BG2343  PID         -  BG2343
 BG2343  STATE/COUNTY-  FL/WALTON
 BG2343  COUNTRY     -  US
 BG2343  USGS QUAD   -  DESTIN (2018)
 BG2343
 BG2343                         *CURRENT SURVEY CONTROL
 BG2343  ______________________________________________________________________
 BG2343* NAD 83(1990) POSITION- 30 22 38.61009(N) 086 22 43.02249(W)   ADJUSTED
 BG2343* NAVD 88 ORTHO HEIGHT -     8.017 (meters)       26.30  (feet) POSTED
 BG2343  ______________________________________________________________________
 BG2343  GEOID HEIGHT    -        -27.383 (meters)                     GEOID18
 BG2343  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 BG2343  DYNAMIC HEIGHT  -          8.01  (meters)       26.3   (feet) COMP
 BG2343  MODELED GRAVITY -    979,346.6   (mgal)                       NAVD 88
 BG2343
 BG2343  HORZ ORDER      -  SECOND
 BG2343  VERT ORDER      -  * POSTED, SEE BELOW
 BG2343
 BG2343.The horizontal coordinates were established by classical geodetic methods
 BG2343.and adjusted by the National Geodetic Survey in May 1991.
 BG2343
 BG2343.The orthometric height was determined by differential leveling
 BG2343.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BG2343
 BG2343.* This is a POSTED BENCH MARK height.
 BG2343
 BG2343.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2343.GEOID18 height accuracy estimate available here.
 BG2343
 BG2343.Click photographs - Photos may exist for this station.
 BG2343
 BG2343.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2343
 BG2343.The dynamic height is computed by dividing the NAVD 88
 BG2343.geopotential number by the normal gravity value computed on the
 BG2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2343.degrees latitude (g = 980.6199 gals.).
 BG2343
 BG2343.The modeled gravity was interpolated from observed gravity values.
 BG2343
 BG2343. The following values were computed from the NAD 83(1990) position.
 BG2343
 BG2343;                    North         East     Units Scale Factor Converg.
 BG2343;SPC FL N     -   154,168.646   419,445.239   MT  0.99995513   -0 56 38.6
 BG2343;SPC FL N     -   505,801.63  1,376,129.92   sFT  0.99995513   -0 56 38.6
 BG2343;UTM  16      - 3,360,768.333   559,703.433   MT  0.99964397   +0 18 51.3
 BG2343
 BG2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2343!SPC FL N     -   1.00000304  x   0.99995513  =   0.99995817
 BG2343!UTM  16      -   1.00000304  x   0.99964397  =   0.99964701
 BG2343
 BG2343:                Primary Azimuth Mark                     Grid Az
 BG2343:SPC FL N     -  60 76 A04 AZ MK                          103 41 13.6
 BG2343:UTM  16      -  60 76 A04 AZ MK                          102 25 43.7
 BG2343
 BG2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5970360768(NAD 83)
 BG2343
 BG2343|---------------------------------------------------------------------|
 BG2343| PID    Reference Object                     Distance      Geod. Az  |
 BG2343|                                                           dddmmss.s |
 BG2343| BG2456 60 76 A04 AZ MK                     APPROX. 0.6 KM 1024435.0 |
 BG2343| CW1693 60 76 A04 RM 1                        4.276 METERS 12924     |
 BG2343| BG2306 60 76 A04 RM 2                       10.202 METERS 35416     |
 BG2343|---------------------------------------------------------------------|
 BG2343
 BG2343                          SUPERSEDED SURVEY CONTROL
 BG2343
 BG2343  NAD 83(1986)-  30 22 38.62640(N)    086 22 43.03052(W) AD(       ) 2
 BG2343  NAD 27      -  30 22 37.90461(N)    086 22 43.21855(W) AD(       ) 2
 BG2343  NGVD 29 (07/19/86)    8.15   (m)           26.7    (f) LEVELING    3  
 BG2343
 BG2343.Superseded values are not recommended for survey control.
 BG2343
 BG2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2343.See file dsdata.pdf to determine how the superseded data were derived.
 BG2343
 BG2343_MARKER: DD = SURVEY DISK
 BG2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2343_STAMPING: 60 76 A04
 BG2343_MARK LOGO: FLDT
 BG2343_PROJECTION: FLUSH
 BG2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2343+STABILITY: SURFACE MOTION
 BG2343
 BG2343  HISTORY     - Date     Condition        Report By
 BG2343  HISTORY     - 1976     MONUMENTED       FLDT
 BG2343  HISTORY     - 1976     GOOD             FLDT
 BG2343  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BG2343  HISTORY     - 19961205 MARK NOT FOUND   USPSQD
 BG2343  HISTORY     - 19990406 MARK NOT FOUND   USPSQD
 BG2343  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BG2343
 BG2343                          STATION DESCRIPTION
 BG2343
 BG2343'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2343'STATION IS LOCATED ABOUT 9 MILES WEST OF SANTA ROSA BEACH
 BG2343'AND ABOUT 15 MILES EAST-SOUTHEAST OF FORT WALTON BEACH, ON
 BG2343'NORTH SIDE OF U.S. ROUTE 98.
 BG2343'
 BG2343'TO REACH STATION FROM POST OFFICE IN DESTIN.  GO EAST ON
 BG2343'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY
 BG2343'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 1.1 MILES TO STATION
 BG2343'ON THE LEFT.
 BG2343'
 BG2343'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2343'RESOURCES BRASS DISK, STAMPED 60 76 A04, SET IN THE TOP OF A
 BG2343'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT
 BG2343'IS 6.6 FEET EAST OF A POWER POLE, 13.0 FEET SOUTHEAST OF 76
 BG2343'SERVICE STATION SIGN POST, 45.0 FEET NORTH OF CENTER LINE OF
 BG2343'U.S. ROUTE 98 AND 52.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 BG2343'LIGHT HOUSE LOUNGE.
 BG2343'
 BG2343'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2343'TRANSPORTATION BRASS DISK, STAMPED 60 70 E02, SET IN THE TOP OF
 BG2343'A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 6 INCHES BELOW THE
 BG2343'GROUND.  IT IS 20.1 FEET EAST OF A POWER POLE, 38.0 FEET NORTH
 BG2343'OF CENTER LINE OF U.S. ROUTE 98 AND 47.4 FEET SOUTHWEST OF
 BG2343'SOUTHWEST CORNER OF LIGHT HOUSE LOUNGE.
 BG2343'
 BG2343'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2343'TRANSPORTATION BRASS DISK, STAMPED 60 76 A04 RM NO 2, SET IN THE
 BG2343'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS PROJECTING 1
 BG2343'INCH ABOVE THE GROUND.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS
 BG2343'POST, 30.6 FEET NORTH OF A POWER POLE, 52.2 FEET WEST OF LIGHT
 BG2343'HOUSE LOUNGE AND 77.0 FEET NORTH OF CENTER LINE OF U.S. ROUTE
 BG2343'98.
 BG2343'
 BG2343'AZIMUTH MARK IS 0.37 MILES EAST SOUTH-EAST OF STATION.  IT IS
 BG2343'A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS DISK,
 BG2343'STAMPED 60 76 A04 AZ MK, SET IN THE TOP OF A 4 INCH X 4 INCH
 BG2343'CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS 1.7
 BG2343'FEET NORTH OF A METAL WITNESS POST, 32.8 FEET SOUTH OF CENTER
 BG2343'LINE OF U.S. ROUTE 98 AND 186.0 FEET WEST OF POWER POLE NUMBER
 BG2343'496650.
 BG2343
 BG2343                          STATION RECOVERY (1976)
 BG2343
 BG2343'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2343'7.75 MI E FROM DESTIN.
 BG2343'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2343'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2343'U.S. ROUTE 98 FOR ABOUT 1.15 MILES AND STATION.  WHICH IS SET IN THE
 BG2343'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 52.0
 BG2343'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE LIGHT HOUSE LOUNGE
 BG2343'BUILDING, 45.0 FEET NORTH OF CENTER OF U.S. ROUTE 98, 13.0 FEET
 BG2343'SOUTHEAST OF A GAS STATION SIGN POST (UNION 76) AND 6.6 FEET EAST OF A
 BG2343'POWER POLE.  SECTION 29, T 2S, R 21W.
 BG2343
 BG2343                          STATION RECOVERY (1989)
 BG2343
 BG2343'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2343'MARK NOT FOUND.
 BG2343
 BG2343                          STATION RECOVERY (1996)
 BG2343
 BG2343'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG2343'MARK NOT FOUND.
 BG2343
 BG2343                          STATION RECOVERY (1999)
 BG2343
 BG2343'RECOVERY NOTE BY US POWER SQUADRON 1999
 BG2343'MARK NOT FOUND.
 BG2343
 BG2343                          STATION RECOVERY (2004)
 BG2343
 BG2343'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2343'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2456 ***********************************************************************
 BG2456  DESIGNATION -  60 76 A04 AZ MK
 BG2456  PID         -  BG2456
 BG2456  STATE/COUNTY-  FL/WALTON
 BG2456  COUNTRY     -  US
 BG2456  USGS QUAD   -  CHOCTAW BEACH (2018)
 BG2456
 BG2456                         *CURRENT SURVEY CONTROL
 BG2456  ______________________________________________________________________
 BG2456* NAD 83(1990) POSITION- 30 22 34.41574(N) 086 22 21.63431(W)   NO CHECK
 BG2456* NAVD 88 ORTHO HEIGHT -     6.031 (meters)       19.79  (feet) POSTED
 BG2456  ______________________________________________________________________
 BG2456  GEOID HEIGHT    -        -27.386 (meters)                     GEOID18
 BG2456  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 BG2456  DYNAMIC HEIGHT  -          6.02  (meters)       19.8   (feet) COMP
 BG2456  MODELED GRAVITY -    979,346.4   (mgal)                       NAVD 88
 BG2456
 BG2456  HORZ ORDER      -  THIRD
 BG2456  VERT ORDER      -  * POSTED, SEE BELOW
 BG2456
 BG2456.The horizontal coordinates were established by classical geodetic methods
 BG2456.and adjusted by the National Geodetic Survey in May 1991.
 BG2456
 BG2456.No horizontal observational check was made to the station.
 BG2456
 BG2456.The orthometric height was determined by differential leveling
 BG2456.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BG2456
 BG2456.* This is a POSTED BENCH MARK height.
 BG2456
 BG2456.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2456.GEOID18 height accuracy estimate available here.
 BG2456
 BG2456.Click photographs - Photos may exist for this station.
 BG2456
 BG2456.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2456
 BG2456.The dynamic height is computed by dividing the NAVD 88
 BG2456.geopotential number by the normal gravity value computed on the
 BG2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2456.degrees latitude (g = 980.6199 gals.).
 BG2456
 BG2456.The modeled gravity was interpolated from observed gravity values.
 BG2456
 BG2456. The following values were computed from the NAD 83(1990) position.
 BG2456
 BG2456;                    North         East     Units Scale Factor Converg.
 BG2456;SPC FL N     -   154,030.114   420,014.074   MT  0.99995506   -0 56 27.8
 BG2456;SPC FL N     -   505,347.13  1,377,996.17   sFT  0.99995506   -0 56 27.8
 BG2456;UTM  16      - 3,360,642.365   560,274.996   MT  0.99964482   +0 19 02.0
 BG2456
 BG2456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2456!SPC FL N     -   1.00000335  x   0.99995506  =   0.99995841
 BG2456!UTM  16      -   1.00000335  x   0.99964482  =   0.99964817
 BG2456
 BG2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6027460642(NAD 83)
 BG2456
 BG2456                          SUPERSEDED SURVEY CONTROL
 BG2456
 BG2456  NAD 83(1986)-  30 22 34.43197(N)    086 22 21.64236(W) AD(       ) 3
 BG2456  NAD 27      -  30 22 33.71048(N)    086 22 21.83092(W) AD(       ) 3
 BG2456  NGVD 29 (07/19/86)    6.16   (m)           20.2    (f) LEVELING    3  
 BG2456
 BG2456.Superseded values are not recommended for survey control.
 BG2456
 BG2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2456.See file dsdata.pdf to determine how the superseded data were derived.
 BG2456
 BG2456_MARKER: DD = SURVEY DISK
 BG2456_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2456_STAMPING: 60 76 A04 AZ MK
 BG2456_MARK LOGO: FLDT
 BG2456_PROJECTION: RECESSED 8 CENTIMETERS
 BG2456_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2456
 BG2456  HISTORY     - Date     Condition        Report By
 BG2456  HISTORY     - 1976     MONUMENTED       FLDT
 BG2456  HISTORY     - 1976     GOOD             FLDT
 BG2456  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BG2456  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BG2456
 BG2456                          STATION DESCRIPTION
 BG2456
 BG2456'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2456'MARK IS A STANDARD FLORIDA DEPARTMENT OF TRANSPORTATION BRASS
 BG2456'DISK, STAMPED 60 76 A04 AZ MK, SET IN THE TOP OF A 4 X 4 INCH
 BG2456'CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS 1.7
 BG2456'FEET NORTH OF A METAL WITNESS POST, 32.8 FEET SOUTH OF CENTER
 BG2456'LINE OF U.S. ROUTE 98 AND 186 FEET WEST OF POWER POLE NUMBER
 BG2456'496650.  MARK IS 0.37 MILES EAST SOUTH-EAST OF STATION.
 BG2456
 BG2456                          STATION RECOVERY (1976)
 BG2456
 BG2456'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2456'8.1 MI E FROM DESTIN.
 BG2456'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2456'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2456'U.S. ROUTE 98 FOR ABOUT 1.5 MILES AND AZIMUTH MARK.  WHICH IS SET IN
 BG2456'THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW
 BG2456'GROUND.  IT IS 186.0 FEET WEST OF POWER POLE NO. 496650, 32.8 FEET
 BG2456'SOUTH OF CENTER OF U.S. ROUTE 98 AND 1.7 FEET NORTH OF A METAL WITNESS
 BG2456'POST.  SECTION 29, T 2S, R 21W.
 BG2456
 BG2456                          STATION RECOVERY (1989)
 BG2456
 BG2456'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2456'MARK NOT FOUND.
 BG2456
 BG2456                          STATION RECOVERY (2004)
 BG2456
 BG2456'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2456'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2306 ***********************************************************************
 BG2306  DESIGNATION -  60 76 A04 RM 2
 BG2306  PID         -  BG2306
 BG2306  STATE/COUNTY-  FL/WALTON
 BG2306  COUNTRY     -  US
 BG2306  USGS QUAD   -  DESTIN (2018)
 BG2306
 BG2306                         *CURRENT SURVEY CONTROL
 BG2306  ______________________________________________________________________
 BG2306* NAD 83(1986) POSITION- 30 22 38.94   (N) 086 22 43.06   (W)   HD_HELD1
 BG2306* NAVD 88 ORTHO HEIGHT -     8.136 (meters)       26.69  (feet) POSTED
 BG2306  ______________________________________________________________________
 BG2306  GEOID HEIGHT    -        -27.383 (meters)                     GEOID18
 BG2306  DYNAMIC HEIGHT  -          8.13  (meters)       26.7   (feet) COMP
 BG2306  MODELED GRAVITY -    979,346.6   (mgal)                       NAVD 88
 BG2306
 BG2306  VERT ORDER      -  * POSTED, SEE BELOW
 BG2306
 BG2306.The horizontal coordinates were determined by differentially corrected
 BG2306.hand held GPS observations or other comparable positioning techniques
 BG2306.and have an estimated accuracy of +/- 3 meters.
 BG2306
 BG2306.The orthometric height was determined by differential leveling
 BG2306.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BG2306
 BG2306.* This is a POSTED BENCH MARK height.
 BG2306
 BG2306.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2306.GEOID18 height accuracy estimate available here.
 BG2306
 BG2306.Click photographs - Photos may exist for this station.
 BG2306
 BG2306.The dynamic height is computed by dividing the NAVD 88
 BG2306.geopotential number by the normal gravity value computed on the
 BG2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2306.degrees latitude (g = 980.6199 gals.).
 BG2306
 BG2306.The modeled gravity was interpolated from observed gravity values.
 BG2306
 BG2306;                    North         East    Units  Estimated Accuracy
 BG2306;SPC FL N     -   154,178.8     419,444.4     MT  (+/- 3 meters HH1 GPS) 
 BG2306
 BG2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU5970260778(NAD 83)
 BG2306
 BG2306                          SUPERSEDED SURVEY CONTROL
 BG2306
 BG2306.No superseded survey control is available for this station.
 BG2306
 BG2306_MARKER: DD = SURVEY DISK
 BG2306_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2306_STAMPING: 60 76 A04 RM N02
 BG2306_MARK LOGO: FLDT
 BG2306_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2306
 BG2306  HISTORY     - Date     Condition        Report By
 BG2306  HISTORY     - 1976     MONUMENTED       FLDT
 BG2306  HISTORY     - 1976     GOOD             FLDT
 BG2306  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BG2306  HISTORY     - 20040204 MARK NOT FOUND   USPSQD
 BG2306
 BG2306                          STATION DESCRIPTION
 BG2306
 BG2306'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2306'7.75 MI E FROM DESTIN.
 BG2306'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2306'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2306'U.S. ROUTE 98 FOR ABOUT 1.15 MILES AND REFERENCE MARK.  WHICH IS SET
 BG2306'IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH ABOVE
 BG2306'GROUND.  IT IS 77.0 FEET NORTH OF CENTER OF U.S. ROUTE 98, 52.2 FEET
 BG2306'WEST OF THE SOUTHWEST CORNER OF THE LIGHT HOUSE LOUNGE BUILDING, 30.6
 BG2306'FEET NORTH OF A POWER POLE AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.
 BG2306'SECTION 29, T 2S, R 21W.
 BG2306
 BG2306                          STATION RECOVERY (1989)
 BG2306
 BG2306'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2306'MARK NOT FOUND.
 BG2306
 BG2306                          STATION RECOVERY (2004)
 BG2306
 BG2306'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2306'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2345 ***********************************************************************
 BG2345  DESIGNATION -  60 76 A05
 BG2345  PID         -  BG2345
 BG2345  STATE/COUNTY-  FL/WALTON
 BG2345  COUNTRY     -  US
 BG2345  USGS QUAD   -  CHOCTAW BEACH (2018)
 BG2345
 BG2345                         *CURRENT SURVEY CONTROL
 BG2345  ______________________________________________________________________
 BG2345* NAD 83(1990) POSITION- 30 22 30.13114(N) 086 21 45.08855(W)   ADJUSTED
 BG2345* NAVD 88 ORTHO HEIGHT -    10.130 (meters)       33.23  (feet) ADJUSTED
 BG2345  ______________________________________________________________________
 BG2345  GEOID HEIGHT    -        -27.393 (meters)                     GEOID18
 BG2345  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 BG2345  DYNAMIC HEIGHT  -         10.116 (meters)       33.19  (feet) COMP
 BG2345  MODELED GRAVITY -    979,346.1   (mgal)                       NAVD 88
 BG2345
 BG2345  HORZ ORDER      -  SECOND
 BG2345  VERT ORDER      -  SECOND    CLASS II
 BG2345
 BG2345.The horizontal coordinates were established by classical geodetic methods
 BG2345.and adjusted by the National Geodetic Survey in May 1991.
 BG2345
 BG2345.The orthometric height was determined by differential leveling and
 BG2345.adjusted by the NATIONAL GEODETIC SURVEY
 BG2345.in June 1991.
 BG2345
 BG2345.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2345.GEOID18 height accuracy estimate available here.
 BG2345
 BG2345.Click photographs - Photos may exist for this station.
 BG2345
 BG2345.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2345
 BG2345.The dynamic height is computed by dividing the NAVD 88
 BG2345.geopotential number by the normal gravity value computed on the
 BG2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2345.degrees latitude (g = 980.6199 gals.).
 BG2345
 BG2345.The modeled gravity was interpolated from observed gravity values.
 BG2345
 BG2345. The following values were computed from the NAD 83(1990) position.
 BG2345
 BG2345;                    North         East     Units Scale Factor Converg.
 BG2345;SPC FL N     -   153,882.215   420,987.519   MT  0.99995498   -0 56 09.5
 BG2345;SPC FL N     -   504,861.90  1,381,189.89   sFT  0.99995498   -0 56 09.5
 BG2345;UTM  16      - 3,360,515.918   561,251.151   MT  0.99964628   +0 19 20.5
 BG2345
 BG2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2345!SPC FL N     -   1.00000271  x   0.99995498  =   0.99995769
 BG2345!UTM  16      -   1.00000271  x   0.99964628  =   0.99964899
 BG2345
 BG2345:                Primary Azimuth Mark                     Grid Az
 BG2345:SPC FL N     -  60 70 E 03                               277 10 46.2
 BG2345:UTM  16      -  60 70 E 03                               275 55 16.2
 BG2345
 BG2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6125160515(NAD 83)
 BG2345
 BG2345|---------------------------------------------------------------------|
 BG2345| PID    Reference Object                     Distance      Geod. Az  |
 BG2345|                                                           dddmmss.s |
 BG2345| CW1694 60 76 A05 RM 1                        4.840 METERS 09249     |
 BG2345| BG2307 60 76 A05 RM 2                       14.608 METERS 25602     |
 BG2345| BG2344 60 70 E 03                          APPROX. 0.6 KM 2761436.7 |
 BG2345|---------------------------------------------------------------------|
 BG2345
 BG2345                          SUPERSEDED SURVEY CONTROL
 BG2345
 BG2345  NAD 83(1986)-  30 22 30.14721(N)    086 21 45.09664(W) AD(       ) 2
 BG2345  NAD 27      -  30 22 29.42637(N)    086 21 45.28643(W) AD(       ) 2
 BG2345  NGVD 29 (07/19/86)   10.26   (m)           33.7    (f) LEVELING    3  
 BG2345
 BG2345.Superseded values are not recommended for survey control.
 BG2345
 BG2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2345.See file dsdata.pdf to determine how the superseded data were derived.
 BG2345
 BG2345_MARKER: DD = SURVEY DISK
 BG2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2345_STAMPING: 60 76 A05
 BG2345_MARK LOGO: FLDT
 BG2345_PROJECTION: RECESSED 8 CENTIMETERS
 BG2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2345+STABILITY: SURFACE MOTION
 BG2345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2345+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2010
 BG2345
 BG2345  HISTORY     - Date     Condition        Report By
 BG2345  HISTORY     - 1976     MONUMENTED       FLDT
 BG2345  HISTORY     - 1976     GOOD             FLDT
 BG2345  HISTORY     - 1989     GOOD             USPSQD
 BG2345  HISTORY     - 19961214 GOOD             USPSQD
 BG2345  HISTORY     - 20040204 GOOD             USPSQD
 BG2345  HISTORY     - 20091007 GOOD             EXACTA
 BG2345  HISTORY     - 20100920 GOOD             GEOCAC
 BG2345  HISTORY     - 20100922 GOOD             GEOCAC
 BG2345
 BG2345                          STATION DESCRIPTION
 BG2345
 BG2345'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2345'STATION IS LOCATED ABOUT 8 MILES WEST OF SANTA ROSA BEACH AND
 BG2345'ABOUT 16 MILES EAST-SOUTHEAST OF FORT WALTON BEACH, ON THE SOUTH
 BG2345'SIDE OF U.S. ROUTE 98 ON THE OUTSIDE OF A CURVE.
 BG2345'
 BG2345'TO REACH STATION FROM POST OFFICE IN DESTIN.  GO EAST ON
 BG2345'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY
 BG2345'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 2.1 MILES TO STATION
 BG2345'ON THE RIGHT.
 BG2345'
 BG2345'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2345'RESOURCES BRASS DISK, STAMPED 60 76 A05, SET IN THE TOP OF A
 BG2345'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT
 BG2345'IS 14.2 FEET NORTHEAST OF A METAL WITNESS POST, 14.7 FEET NORTH
 BG2345'OF A FENCE, 24.6 FEET SOUTH OF CENTERLINE OF U.S. ROUTE 98, 84.8
 BG2345'FEET WEST OF A TELEPHONE POLE AND 110.2 FEET WEST OF NORTHWEST
 BG2345'CORNER OF HOUSE.
 BG2345'
 BG2345'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2345'TRANSPORTATION BRASS DISK, STAMPED 60 70 E04, SET IN THE TOP
 BG2345'OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 6 INCHES BELOW
 BG2345'THE GROUND.  IT IS 13.9 FEET NORTH OF A METAL WITNESS POST,
 BG2345'14.4 FEET NORTH OF A FENCE, 25.5 FEET SOUTH OF CENTER LINE OF
 BG2345'U.S. ROUTE 98 AND 95.0 FEET WEST OF NORTHWEST CORNER OF A HOUSE.
 BG2345'
 BG2345'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2345'TRANSPORTATION BRASS DISK, STAMPED 60 76 A05 RM NO 2, SET IN THE
 BG2345'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BG2345'THE GROUND.  IT IS 1.4 FEET NORTH OF A METAL WITNESS POST, 2.0
 BG2345'FEET NORTH OF A FENCE AND 37.0 FEET SOUTH OF CENTER LINE OF
 BG2345'U.S. ROUTE 98.
 BG2345
 BG2345                          STATION RECOVERY (1976)
 BG2345
 BG2345'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2345'8.7 MI E FROM DESTIN.
 BG2345'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2345'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2345'U.S. ROUTE 98 FOR ABOUT 2.1 MILES AND STATION.  WHICH IS SET IN THE
 BG2345'TOP OF A ROUND CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 110.2
 BG2345'FEET WEST OF THE NORTHWEST CORNER OF A GREEN HOUSE, 24.6 FEET SOUTH OF
 BG2345'CENTER OF U.S. ROUTE 98, 14.7 FEET NORTH OF A FENCE AND 14.2 FEET
 BG2345'NORTH OF A METAL WITNESS POST.  SECTION 33, T 2S, R 21W.
 BG2345
 BG2345                          STATION RECOVERY (1989)
 BG2345
 BG2345'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2345'RECOVERED IN GOOD CONDITION.
 BG2345
 BG2345                          STATION RECOVERY (1996)
 BG2345
 BG2345'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG2345'RECOVERED IN GOOD CONDITION.
 BG2345
 BG2345                          STATION RECOVERY (2004)
 BG2345
 BG2345'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2345'RECOVERED IN GOOD CONDITION.
 BG2345
 BG2345                          STATION RECOVERY (2009)
 BG2345
 BG2345'RECOVERY NOTE BY EXACTA FL SURVEYING 2009 (CDM)
 BG2345'RECOVERED IN GOOD CONDITION.
 BG2345
 BG2345                          STATION RECOVERY (2010)
 BG2345
 BG2345'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 BG2345'RECOVERED IN GOOD CONDITION.
 BG2345
 BG2345                          STATION RECOVERY (2010)
 BG2345
 BG2345'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 BG2345'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2307 ***********************************************************************
 BG2307  DESIGNATION -  60 76 A05 RM 2
 BG2307  PID         -  BG2307
 BG2307  STATE/COUNTY-  FL/WALTON
 BG2307  COUNTRY     -  US
 BG2307  USGS QUAD   -  CHOCTAW BEACH (2018)
 BG2307
 BG2307                         *CURRENT SURVEY CONTROL
 BG2307  ______________________________________________________________________
 BG2307* NAD 83(1986) POSITION- 30 22 30.02   (N) 086 21 45.62   (W)   HD_HELD1
 BG2307* NAVD 88 ORTHO HEIGHT -    10.225 (meters)       33.55  (feet) ADJUSTED
 BG2307  ______________________________________________________________________
 BG2307  GEOID HEIGHT    -        -27.393 (meters)                     GEOID18
 BG2307  DYNAMIC HEIGHT  -         10.212 (meters)       33.50  (feet) COMP
 BG2307  MODELED GRAVITY -    979,346.1   (mgal)                       NAVD 88
 BG2307
 BG2307  VERT ORDER      -  SECOND    CLASS II
 BG2307
 BG2307.The horizontal coordinates were determined by differentially corrected
 BG2307.hand held GPS observations or other comparable positioning techniques
 BG2307.and have an estimated accuracy of +/- 3 meters.
 BG2307
 BG2307.The orthometric height was determined by differential leveling and
 BG2307.adjusted by the NATIONAL GEODETIC SURVEY
 BG2307.in June 1991.
 BG2307
 BG2307.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2307.GEOID18 height accuracy estimate available here.
 BG2307
 BG2307.Click photographs - Photos may exist for this station.
 BG2307
 BG2307.The dynamic height is computed by dividing the NAVD 88
 BG2307.geopotential number by the normal gravity value computed on the
 BG2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2307.degrees latitude (g = 980.6199 gals.).
 BG2307
 BG2307.The modeled gravity was interpolated from observed gravity values.
 BG2307
 BG2307;                    North         East    Units  Estimated Accuracy
 BG2307;SPC FL N     -   153,879.0     420,973.3     MT  (+/- 3 meters HH1 GPS) 
 BG2307
 BG2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6123660512(NAD 83)
 BG2307
 BG2307                          SUPERSEDED SURVEY CONTROL
 BG2307
 BG2307.No superseded survey control is available for this station.
 BG2307
 BG2307_MARKER: DD = SURVEY DISK
 BG2307_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2307_STAMPING: 60 76 A05 RM NO2
 BG2307_MARK LOGO: FLDT
 BG2307_PROJECTION: RECESSED 5 CENTIMETERS
 BG2307_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2307+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2010
 BG2307
 BG2307  HISTORY     - Date     Condition        Report By
 BG2307  HISTORY     - 1976     MONUMENTED       FLDT
 BG2307  HISTORY     - 1976     GOOD             FLDT
 BG2307  HISTORY     - 1989     GOOD             USPSQD
 BG2307  HISTORY     - 20040204 GOOD             USPSQD
 BG2307  HISTORY     - 20100920 GOOD             GEOCAC
 BG2307  HISTORY     - 20100922 GOOD             GEOCAC
 BG2307
 BG2307                          STATION DESCRIPTION
 BG2307
 BG2307'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2307'8.7 MI E FROM DESTIN.
 BG2307'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2307'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2307'U.S. ROUTE 98 FOR ABOUT 2.1 MILES AND REFERENCE MARK.  WHICH IS SET IN
 BG2307'THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW
 BG2307'GROUND.  IT IS 37.0 FEET SOUTH OF CENTER OF U.S. ROUTE 98, 2.0 FEET
 BG2307'NORTH OF A FENCE AND 1.4 FEET NORTH OF A METAL WITNESS POST.  SECTION
 BG2307'33, T 2S, R 21W.
 BG2307
 BG2307                          STATION RECOVERY (1989)
 BG2307
 BG2307'RECOVERY NOTE BY US POWER SQUADRON 1989 (LDW)
 BG2307'RECOVERED IN GOOD CONDITION.
 BG2307
 BG2307                          STATION RECOVERY (2004)
 BG2307
 BG2307'RECOVERY NOTE BY US POWER SQUADRON 2004
 BG2307'RECOVERED IN GOOD CONDITION.
 BG2307
 BG2307                          STATION RECOVERY (2010)
 BG2307
 BG2307'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 BG2307'RECOVERED IN GOOD CONDITION.
 BG2307
 BG2307                          STATION RECOVERY (2010)
 BG2307
 BG2307'RECOVERY NOTE BY GEOCACHING 2010 (DEB)
 BG2307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2346 ***********************************************************************
 BG2346  DESIGNATION -  60 76 A06
 BG2346  PID         -  BG2346
 BG2346  STATE/COUNTY-  FL/WALTON
 BG2346  COUNTRY     -  US
 BG2346  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2346
 BG2346                         *CURRENT SURVEY CONTROL
 BG2346  ______________________________________________________________________
 BG2346* NAD 83(1990) POSITION- 30 22 19.72249(N) 086 20 46.97564(W)   ADJUSTED
 BG2346* NAVD 88 ORTHO HEIGHT -     7.959 (meters)       26.11  (feet) ADJUSTED
 BG2346  ______________________________________________________________________
 BG2346  GEOID HEIGHT    -        -27.402 (meters)                     GEOID18
 BG2346  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 BG2346  DYNAMIC HEIGHT  -          7.949 (meters)       26.08  (feet) COMP
 BG2346  MODELED GRAVITY -    979,345.6   (mgal)                       NAVD 88
 BG2346
 BG2346  HORZ ORDER      -  SECOND
 BG2346  VERT ORDER      -  SECOND    CLASS II
 BG2346
 BG2346.The horizontal coordinates were established by classical geodetic methods
 BG2346.and adjusted by the National Geodetic Survey in May 1991.
 BG2346
 BG2346.The orthometric height was determined by differential leveling and
 BG2346.adjusted by the NATIONAL GEODETIC SURVEY
 BG2346.in June 1991.
 BG2346
 BG2346.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2346.GEOID18 height accuracy estimate available here.
 BG2346
 BG2346.Click photographs - Photos may exist for this station.
 BG2346
 BG2346.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2346
 BG2346.The dynamic height is computed by dividing the NAVD 88
 BG2346.geopotential number by the normal gravity value computed on the
 BG2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2346.degrees latitude (g = 980.6199 gals.).
 BG2346
 BG2346.The modeled gravity was interpolated from observed gravity values.
 BG2346
 BG2346. The following values were computed from the NAD 83(1990) position.
 BG2346
 BG2346;                    North         East     Units Scale Factor Converg.
 BG2346;SPC FL N     -   153,536.512   422,533.691   MT  0.99995480   -0 55 40.3
 BG2346;SPC FL N     -   503,727.71  1,386,262.62   sFT  0.99995480   -0 55 40.3
 BG2346;UTM  16      - 3,360,204.348   562,804.065   MT  0.99964866   +0 19 49.8
 BG2346
 BG2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2346!SPC FL N     -   1.00000305  x   0.99995480  =   0.99995785
 BG2346!UTM  16      -   1.00000305  x   0.99964866  =   0.99965171
 BG2346
 BG2346:                Primary Azimuth Mark                     Grid Az
 BG2346:SPC FL N     -  60 76 A05                                282 36 11.9
 BG2346:UTM  16      -  60 76 A05                                281 20 41.8
 BG2346
 BG2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6280460204(NAD 83)
 BG2346
 BG2346|---------------------------------------------------------------------|
 BG2346| PID    Reference Object                     Distance      Geod. Az  |
 BG2346|                                                           dddmmss.s |
 BG2346| BG2405 60 76 A06 RM 1                       29.645 METERS 05840     |
 BG2346| BG2345 60 76 A05                           APPROX. 1.6 KM 2814031.6 |
 BG2346| BG2308 60 76 A06 RM 2                       22.497 METERS 34630     |
 BG2346|---------------------------------------------------------------------|
 BG2346
 BG2346                          SUPERSEDED SURVEY CONTROL
 BG2346
 BG2346  NAD 83(1986)-  30 22 19.73830(N)    086 20 46.98380(W) AD(       ) 2
 BG2346  NAD 27      -  30 22 19.01844(N)    086 20 47.17516(W) AD(       ) 2
 BG2346  NGVD 29 (07/19/86)    8.10   (m)           26.6    (f) LEVELING    3  
 BG2346
 BG2346.Superseded values are not recommended for survey control.
 BG2346
 BG2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2346.See file dsdata.pdf to determine how the superseded data were derived.
 BG2346
 BG2346_MARKER: DD = SURVEY DISK
 BG2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2346_STAMPING: 60 76 A06
 BG2346_MARK LOGO: FLDT
 BG2346_PROJECTION: RECESSED 8 CENTIMETERS
 BG2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2346+STABILITY: SURFACE MOTION
 BG2346
 BG2346  HISTORY     - Date     Condition        Report By
 BG2346  HISTORY     - 1976     MONUMENTED       FLDT
 BG2346  HISTORY     - 1976     GOOD             FLDT
 BG2346  HISTORY     - 19961214 MARK NOT FOUND   USPSQD
 BG2346
 BG2346                          STATION DESCRIPTION
 BG2346
 BG2346'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2346'STATION IS LOCATED ABOUT 7 MILES WEST OF SANTA ROSA BEACH AND
 BG2346'ABOUT 17 MILES EAST-SOUTHEAST OF FORT WALTON BEACH, ON THE BEACH.
 BG2346'
 BG2346'TO REACH STATION FROM POST OFFICE IN DESTIN.  GO EAST ON
 BG2346'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY LINE,
 BG2346'CONTINUE EAST ON U.S. ROUTE 98 FOR 3.2 MILES TO A GRADED ROAD
 BG2346'RIGHT.  TURN RIGHT AND GO SOUTH ON GRADED ROAD FOR 0.3 MILES TO
 BG2346'STATION, SOUTH-SOUTHEAST OF END OF GRADED ROAD.
 BG2346'
 BG2346'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2346'RESOURCES BRASS DISK, STAMPED 60 76 A06, SET IN THE TOP OF A
 BG2346'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT
 BG2346'IS 2.1 FEET SOUTH OF A METAL WITNESS POST, 25.0 FEET WEST OF EAST
 BG2346'EDGE OF A SAND DUNE, 58.0 FEET WEST OF PROJECTED CENTER OF GRADED
 BG2346'ROAD, 180.0 FEET WEST OF SOUTHWEST CORNER OF A FRAME HOUSE AND
 BG2346'180.8 FEET SOUTH OF SOUTH-EAST CORNER OF A 2 STORY BUILDING.
 BG2346'
 BG2346'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2346'TRANSPORTATION BRASS DISK, STAMPED 60 76 A06 RM NO 1, SET IN THE
 BG2346'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 BG2346'THE GROUND.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS POST, 27.0
 BG2346'FEET EAST OF PROJECTED CENTER OF A GRADED ROAD AND 81.0 FEET
 BG2346'SOUTHWEST OF A POWER POLE.
 BG2346'
 BG2346'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2346'TRANSPORTATION BRASS DISK, STAMPED 60 76 A06 RM NO 2, SET IN THE
 BG2346'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 BG2346'THE GROUND.  IT IS 1.0 FOOT SOUTH OF A METAL WITNESS POST, 72.0
 BG2346'FEET WEST OF PROJECTED CENTER OF A GRADED ROAD AND 107.0 FEET
 BG2346'SOUTH OF A 2 STORY BUILDING.
 BG2346
 BG2346                          STATION RECOVERY (1976)
 BG2346
 BG2346'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2346'10.1 MI E FROM DESTIN.
 BG2346'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2346'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2346'U.S. ROUTE 98 FOR ABOUT 3.2 MILES TO A GRADED ROAD LEADING SOUTH, THEN
 BG2346'SOUTH ON THE GRADED ROAD FOR ABOUT 0.3 MILE AND STATION ON THE BEACH.
 BG2346'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3 INCHES BELOW
 BG2346'GROUND.  IT IS 180.8 FEET SOUTH OF THE SOUTHEAST CORNER OF A 2 STORY
 BG2346'BUILDING, 180.0 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME HOUSE,
 BG2346'58.0 FEET WEST OF THE EXTENDED CENTER OF THE GRADED ROAD, 25.0 FEET
 BG2346'WEST OF THE EAST EDGE OF A SAND DUNE AND 2.1 FEET SOUTH A METAL
 BG2346'WITNESS POST.  SECTION 34, T 2S, R 21W.
 BG2346
 BG2346                          STATION RECOVERY (1996)
 BG2346
 BG2346'RECOVERY NOTE BY US POWER SQUADRON 1996
 BG2346'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2405 ***********************************************************************
 BG2405  DESIGNATION -  60 76 A06 RM 1
 BG2405  PID         -  BG2405
 BG2405  STATE/COUNTY-  FL/WALTON
 BG2405  COUNTRY     -  US
 BG2405  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2405
 BG2405                         *CURRENT SURVEY CONTROL
 BG2405  ______________________________________________________________________
 BG2405* NAD 83(1986) POSITION- 30 22 20.22   (N) 086 20 46.03   (W)   HD_HELD1
 BG2405* NAVD 88 ORTHO HEIGHT -     7.007 (meters)       22.99  (feet) ADJUSTED
 BG2405  ______________________________________________________________________
 BG2405  GEOID HEIGHT    -        -27.402 (meters)                     GEOID18
 BG2405  DYNAMIC HEIGHT  -          6.998 (meters)       22.96  (feet) COMP
 BG2405  MODELED GRAVITY -    979,345.6   (mgal)                       NAVD 88
 BG2405
 BG2405  VERT ORDER      -  SECOND    CLASS II
 BG2405
 BG2405.The horizontal coordinates were determined by differentially corrected
 BG2405.hand held GPS observations or other comparable positioning techniques
 BG2405.and have an estimated accuracy of +/- 3 meters.
 BG2405
 BG2405.The orthometric height was determined by differential leveling and
 BG2405.adjusted by the NATIONAL GEODETIC SURVEY
 BG2405.in June 1991.
 BG2405
 BG2405.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2405.GEOID18 height accuracy estimate available here.
 BG2405
 BG2405.Click photographs - Photos may exist for this station.
 BG2405
 BG2405.The dynamic height is computed by dividing the NAVD 88
 BG2405.geopotential number by the normal gravity value computed on the
 BG2405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2405.degrees latitude (g = 980.6199 gals.).
 BG2405
 BG2405.The modeled gravity was interpolated from observed gravity values.
 BG2405
 BG2405;                    North         East    Units  Estimated Accuracy
 BG2405;SPC FL N     -   153,551.4     422,559.2     MT  (+/- 3 meters HH1 GPS) 
 BG2405
 BG2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6282960219(NAD 83)
 BG2405
 BG2405                          SUPERSEDED SURVEY CONTROL
 BG2405
 BG2405.No superseded survey control is available for this station.
 BG2405
 BG2405_MARKER: DD = SURVEY DISK
 BG2405_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2405_STAMPING: 60 76 A06 RM NO 1
 BG2405_MARK LOGO: FLDT
 BG2405_PROJECTION: RECESSED 8 CENTIMETERS
 BG2405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2405
 BG2405  HISTORY     - Date     Condition        Report By
 BG2405  HISTORY     - 1976     MONUMENTED       FLDT
 BG2405  HISTORY     - 1976     GOOD             FLDT
 BG2405
 BG2405                          STATION DESCRIPTION
 BG2405
 BG2405'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2405'10.1 MI E FROM DESTIN.
 BG2405'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2405'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2405'U.S. ROUTE 98 FOR ABOUT 3.2 MILES TO A GRADED ROAD LEADING SOUTH, THEN
 BG2405'SOUTH ON THE GRADED ROAD FOR ABOUT 0.3 MILE AND REFERENCE MARK. WHICH
 BG2405'IS SET IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES
 BG2405'BELOW GROUND.  IT IS 81.0 FEET SOUTHWEST OF A POWER POLE, 27.0 FEET
 BG2405'EAST OF THE EXTENDED CENTER OF THE GRADED ROAD AND 1.0 FOOT SOUTH OF A
 BG2405'METAL WITNESS POST.  SECTION 34, T 2S, R 21W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2308 ***********************************************************************
 BG2308  DESIGNATION -  60 76 A06 RM 2
 BG2308  PID         -  BG2308
 BG2308  STATE/COUNTY-  FL/WALTON
 BG2308  COUNTRY     -  US
 BG2308  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2308
 BG2308                         *CURRENT SURVEY CONTROL
 BG2308  ______________________________________________________________________
 BG2308* NAD 83(1986) POSITION- 30 22 20.43   (N) 086 20 47.17   (W)   HD_HELD1
 BG2308* NAVD 88 ORTHO HEIGHT -     6.699 (meters)       21.98  (feet) ADJUSTED
 BG2308  ______________________________________________________________________
 BG2308  GEOID HEIGHT    -        -27.402 (meters)                     GEOID18
 BG2308  DYNAMIC HEIGHT  -          6.690 (meters)       21.95  (feet) COMP
 BG2308  MODELED GRAVITY -    979,345.6   (mgal)                       NAVD 88
 BG2308
 BG2308  VERT ORDER      -  SECOND    CLASS II
 BG2308
 BG2308.The horizontal coordinates were determined by differentially corrected
 BG2308.hand held GPS observations or other comparable positioning techniques
 BG2308.and have an estimated accuracy of +/- 3 meters.
 BG2308
 BG2308.The orthometric height was determined by differential leveling and
 BG2308.adjusted by the NATIONAL GEODETIC SURVEY
 BG2308.in June 1991.
 BG2308
 BG2308.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2308.GEOID18 height accuracy estimate available here.
 BG2308
 BG2308.Click photographs - Photos may exist for this station.
 BG2308
 BG2308.The dynamic height is computed by dividing the NAVD 88
 BG2308.geopotential number by the normal gravity value computed on the
 BG2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2308.degrees latitude (g = 980.6199 gals.).
 BG2308
 BG2308.The modeled gravity was interpolated from observed gravity values.
 BG2308
 BG2308;                    North         East    Units  Estimated Accuracy
 BG2308;SPC FL N     -   153,558.4     422,528.9     MT  (+/- 3 meters HH1 GPS) 
 BG2308
 BG2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6279860226(NAD 83)
 BG2308
 BG2308                          SUPERSEDED SURVEY CONTROL
 BG2308
 BG2308.No superseded survey control is available for this station.
 BG2308
 BG2308_MARKER: DD = SURVEY DISK
 BG2308_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2308_STAMPING: 60 76 A06 RM NO2
 BG2308_MARK LOGO: FLDT
 BG2308_PROJECTION: RECESSED 3 CENTIMETERS
 BG2308_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2308
 BG2308  HISTORY     - Date     Condition        Report By
 BG2308  HISTORY     - 1976     MONUMENTED       FLDT
 BG2308  HISTORY     - 1976     GOOD             FLDT
 BG2308
 BG2308                          STATION DESCRIPTION
 BG2308
 BG2308'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2308'10.1 MI E FROM DESTIN.
 BG2308'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2308'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2308'U.S. ROUTE 98 FOR ABOUT 3.2 MILES TO A GRADED ROAD LEADING SOUTH, THEN
 BG2308'SOUTH ON THE GRADED ROAD FOR ABOUT 0.3 MILE AND REFERENCE MARK. WHICH
 BG2308'IS SET IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES
 BG2308'BELOW GROUND.  IT IS 107.0 FEET SOUTH OF THE SOUTHEAST CORNER OF A 2
 BG2308'STORY BUILDING, 72.0 FEET WEST OF THE EXTENDED CENTER OF THE GRADED
 BG2308'ROAD AND 1.0 FOOT SOUTH OF A METAL WITNESS POST.  SECTION 34, T 2S, R
 BG2308'21W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2347 ***********************************************************************
 BG2347  DESIGNATION -  60 76 A07
 BG2347  PID         -  BG2347
 BG2347  STATE/COUNTY-  FL/WALTON
 BG2347  COUNTRY     -  US
 BG2347  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2347
 BG2347                         *CURRENT SURVEY CONTROL
 BG2347  ______________________________________________________________________
 BG2347* NAD 83(1990) POSITION- 30 22 09.64729(N) 086 19 45.66765(W)   ADJUSTED
 BG2347* NAVD 88 ORTHO HEIGHT -     8.407 (meters)       27.58  (feet) ADJUSTED
 BG2347  ______________________________________________________________________
 BG2347  GEOID HEIGHT    -        -27.412 (meters)                     GEOID18
 BG2347  LAPLACE CORR    -         -0.89  (seconds)                    DEFLEC18
 BG2347  DYNAMIC HEIGHT  -          8.396 (meters)       27.55  (feet) COMP
 BG2347  MODELED GRAVITY -    979,345.0   (mgal)                       NAVD 88
 BG2347
 BG2347  HORZ ORDER      -  SECOND
 BG2347  VERT ORDER      -  SECOND    CLASS II
 BG2347
 BG2347.The horizontal coordinates were established by classical geodetic methods
 BG2347.and adjusted by the National Geodetic Survey in May 1991.
 BG2347
 BG2347.The orthometric height was determined by differential leveling and
 BG2347.adjusted by the NATIONAL GEODETIC SURVEY
 BG2347.in June 1991.
 BG2347
 BG2347.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2347.GEOID18 height accuracy estimate available here.
 BG2347
 BG2347.Click photographs - Photos may exist for this station.
 BG2347
 BG2347.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2347
 BG2347.The dynamic height is computed by dividing the NAVD 88
 BG2347.geopotential number by the normal gravity value computed on the
 BG2347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2347.degrees latitude (g = 980.6199 gals.).
 BG2347
 BG2347.The modeled gravity was interpolated from observed gravity values.
 BG2347
 BG2347. The following values were computed from the NAD 83(1990) position.
 BG2347
 BG2347;                    North         East     Units Scale Factor Converg.
 BG2347;SPC FL N     -   153,199.924   424,165.422   MT  0.99995463   -0 55 09.5
 BG2347;SPC FL N     -   502,623.42  1,391,616.06   sFT  0.99995463   -0 55 09.5
 BG2347;UTM  16      - 3,359,903.767   564,442.295   MT  0.99965123   +0 20 20.7
 BG2347
 BG2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2347!SPC FL N     -   1.00000298  x   0.99995463  =   0.99995761
 BG2347!UTM  16      -   1.00000298  x   0.99965123  =   0.99965421
 BG2347
 BG2347:                Primary Azimuth Mark                     Grid Az
 BG2347:SPC FL N     -  60 76 A07 AZ MK                          002 44 20.0
 BG2347:UTM  16      -  60 76 A07 AZ MK                          001 28 49.8
 BG2347
 BG2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6444259903(NAD 83)
 BG2347
 BG2347|---------------------------------------------------------------------|
 BG2347| PID    Reference Object                     Distance      Geod. Az  |
 BG2347|                                                           dddmmss.s |
 BG2347| BG2455 60 76 A07 AZ MK                     498.249 METERS 0014910.5 |
 BG2347| BG2406 60 76 A07 RM 1                       17.223 METERS 03948     |
 BG2347| BG4306 DNR 20 1976                           6.543 METERS 29723     |
 BG2347|---------------------------------------------------------------------|
 BG2347
 BG2347                          SUPERSEDED SURVEY CONTROL
 BG2347
 BG2347  NAD 83(1986)-  30 22 09.66284(N)    086 19 45.67587(W) AD(       ) 2
 BG2347  NAD 27      -  30 22 08.94407(N)    086 19 45.86888(W) AD(       ) 2
 BG2347  NGVD 29 (07/19/86)    8.55   (m)           28.1    (f) LEVELING    3  
 BG2347
 BG2347.Superseded values are not recommended for survey control.
 BG2347
 BG2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2347.See file dsdata.pdf to determine how the superseded data were derived.
 BG2347
 BG2347_MARKER: DD = SURVEY DISK
 BG2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2347_STAMPING: 60 76 A07
 BG2347_MARK LOGO: FLDT
 BG2347_PROJECTION: RECESSED 10 CENTIMETERS
 BG2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2347+STABILITY: SURFACE MOTION
 BG2347
 BG2347  HISTORY     - Date     Condition        Report By
 BG2347  HISTORY     - 1976     MONUMENTED       FLDT
 BG2347  HISTORY     - 1976     GOOD             FLDT
 BG2347  HISTORY     - 19970204 MARK NOT FOUND   USPSQD
 BG2347
 BG2347                          STATION DESCRIPTION
 BG2347
 BG2347'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2347'STATION IS LOCATED ABOUT 6 MILES WEST OF SANTA ROSA BEACH AND
 BG2347'ABOUT 18 MILES EAST-SOUTHEAST OF FORT WALTON BEACH ON TOP OF A
 BG2347'SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2347'
 BG2347'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2347'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY
 BG2347'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 4.15 MILES TO STATE
 BG2347'ROUTE 187 RIGHT.  TURN RIGHT AND GO SOUTH ON STATE ROUTE 187
 BG2347'FOR 0.4 MILES TO AZIMUTH MARK, CONTINUE SOUTH ON STATE ROUTE 187
 BG2347'FOR 0.2 MILE TO END OF ROAD, CONTINUE ON FOOT IN A
 BG2347'SOUTH-SOUTHEAST DIRECTION FOR 200 FEET TO STATION.
 BG2347'
 BG2347'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2347'RESOURCES BRASS DISK, STAMPED 60 76 A07 SET IN THE TOP OF A
 BG2347'ROUND CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND.  IT
 BG2347'IS 1/2 FOOT EAST OF PROJECTED CENTER OF STATE ROUTE 187, 2.2 FEET
 BG2347'SOUTH OF A METAL WITNESS POST AND 23.0 FEET NORTH OF SOUTH EDGE
 BG2347'OF SAND DUNES.
 BG2347'
 BG2347'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2347'TRANSPORTATION BRASS DISK, STAMPED 60 76 A07 RM NO 1, SET IN THE
 BG2347'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 4 INCHES BELOW
 BG2347'THE GROUND.  IT IS 1.3 FEET SOUTH OF A METAL WITNESS POST, 34 FEET
 BG2347'EAST OF PROJECTED CENTER OF STATE ROUTE 187 AND 77 FEET NORTH OF
 BG2347'SOUTH EDGE OF SAND DUNES.
 BG2347'
 BG2347'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2347'NATURAL RESOURCES BRASS DISK, STAMPED R20 WLTN 1973, SET IN THE
 BG2347'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS PROJECTING 10
 BG2347'INCHES ABOVE THE GROUND.  IT IS 1.5 FEET EAST OF A METAL WITNESS
 BG2347'POST, 21 FEET WEST OF PROJECT CENTER OF STATE ROUTE 187 AND 25
 BG2347'FEET NORTH OF SOUTH EDGE OF SAND DUNES.
 BG2347'
 BG2347'AZIMUTH MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BG2347'BRASS DISK, STAMPED 60 76 A07 AZ MK, SET IN THE TOP OF A 4 INCH
 BG2347'X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT
 BG2347'IS 5.0 FEET WEST OF A METAL WITNESS POST, 14.4 FEET EAST OF
 BG2347'CENTER LINE OF STATE ROUTE 187 AND 84.0 FEET SOUTHEAST OF A
 BG2347'POWER POLE.
 BG2347
 BG2347                          STATION RECOVERY (1976)
 BG2347
 BG2347'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2347'11.35 MI E FROM DESTIN.
 BG2347'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2347'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2347'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2347'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO END OF ROAD, CONTINUE
 BG2347'SOUTH-SOUTHEAST ON FOOT FOR ABOUT 200.0 FEET AND STATION ON TOP OF
 BG2347'SAND DUNE.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 4
 BG2347'INCHES BELOW GROUND.  IT IS 23.0 FEET NORTH OF THE SOUTH EDGE OF THE
 BG2347'SAND DUNE, 2.2 FEET SOUTH OF A METAL WITNESS POST AND 0.3 FOOT EAST OF
 BG2347'THE EXTENDED CENTER OF STATE ROUTE 187.  SECTION 35, T 2S, R 21W.
 BG2347
 BG2347                          STATION RECOVERY (1997)
 BG2347
 BG2347'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2347'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2348 ***********************************************************************
 BG2348  DESIGNATION -  60 76 A07 A
 BG2348  PID         -  BG2348
 BG2348  STATE/COUNTY-  FL/WALTON
 BG2348  COUNTRY     -  US
 BG2348  USGS QUAD   -  CHOCTAW BEACH (2018)
 BG2348
 BG2348                         *CURRENT SURVEY CONTROL
 BG2348  ______________________________________________________________________
 BG2348* NAD 83(1990) POSITION- 30 22 42.97834(N) 086 19 44.79672(W)   ADJUSTED
 BG2348* NAVD 88 ORTHO HEIGHT -     9.757 (meters)       32.01  (feet) ADJUSTED
 BG2348  ______________________________________________________________________
 BG2348  GEOID HEIGHT    -        -27.420 (meters)                     GEOID18
 BG2348  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 BG2348  DYNAMIC HEIGHT  -          9.744 (meters)       31.97  (feet) COMP
 BG2348  MODELED GRAVITY -    979,345.5   (mgal)                       NAVD 88
 BG2348
 BG2348  HORZ ORDER      -  SECOND
 BG2348  VERT ORDER      -  SECOND    CLASS II
 BG2348
 BG2348.The horizontal coordinates were established by classical geodetic methods
 BG2348.and adjusted by the National Geodetic Survey in May 1991.
 BG2348
 BG2348.The orthometric height was determined by differential leveling and
 BG2348.adjusted by the NATIONAL GEODETIC SURVEY
 BG2348.in June 1991.
 BG2348
 BG2348.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2348.GEOID18 height accuracy estimate available here.
 BG2348
 BG2348.Click photographs - Photos may exist for this station.
 BG2348
 BG2348.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2348
 BG2348.The dynamic height is computed by dividing the NAVD 88
 BG2348.geopotential number by the normal gravity value computed on the
 BG2348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2348.degrees latitude (g = 980.6199 gals.).
 BG2348
 BG2348.The modeled gravity was interpolated from observed gravity values.
 BG2348
 BG2348. The following values were computed from the NAD 83(1990) position.
 BG2348
 BG2348;                    North         East     Units Scale Factor Converg.
 BG2348;SPC FL N     -   154,225.772   424,205.139   MT  0.99995521   -0 55 09.0
 BG2348;SPC FL N     -   505,989.05  1,391,746.36   sFT  0.99995521   -0 55 09.0
 BG2348;UTM  16      - 3,360,929.929   564,459.467   MT  0.99965126   +0 20 21.4
 BG2348
 BG2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2348!SPC FL N     -   1.00000277  x   0.99995521  =   0.99995798
 BG2348!UTM  16      -   1.00000277  x   0.99965126  =   0.99965403
 BG2348
 BG2348:                Primary Azimuth Mark                     Grid Az
 BG2348:SPC FL N     -  60 76 A07                                182 13 01.6
 BG2348:UTM  16      -  60 76 A07                                180 57 31.2
 BG2348
 BG2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6445960929(NAD 83)
 BG2348
 BG2348|---------------------------------------------------------------------|
 BG2348| PID    Reference Object                     Distance      Geod. Az  |
 BG2348|                                                           dddmmss.s |
 BG2348| BG2186 MULE                                 37.654 METERS 08434     |
 BG2348| BG2347 60 76 A07                           APPROX. 1.0 KM 1811752.6 |
 BG2348|---------------------------------------------------------------------|
 BG2348
 BG2348                          SUPERSEDED SURVEY CONTROL
 BG2348
 BG2348  NAD 83(1986)-  30 22 42.99397(N)    086 19 44.80474(W) AD(       ) 2
 BG2348  NAD 27      -  30 22 42.27612(N)    086 19 44.99886(W) AD(       ) 2
 BG2348  NGVD 29 (07/19/86)    9.89   (m)           32.4    (f) LEVELING    3  
 BG2348
 BG2348.Superseded values are not recommended for survey control.
 BG2348
 BG2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2348.See file dsdata.pdf to determine how the superseded data were derived.
 BG2348
 BG2348_MARKER: DD = SURVEY DISK
 BG2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2348_STAMPING: 60 76 A07 A
 BG2348_MARK LOGO: FLDT
 BG2348_PROJECTION: RECESSED 5 CENTIMETERS
 BG2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2348+STABILITY: SURFACE MOTION
 BG2348
 BG2348  HISTORY     - Date     Condition        Report By
 BG2348  HISTORY     - 1976     MONUMENTED       FLDT
 BG2348  HISTORY     - 1976     GOOD             FLDT
 BG2348  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BG2348
 BG2348                          STATION DESCRIPTION
 BG2348
 BG2348'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2348'STATION IS LOCATED ABOUT 6 MILES WEST OF SANTA ROSA BEACH AND
 BG2348'ABOUT 18 MILES EAST-SOUTHEAST OF FORT WALTON BEACH ON THE NORTH
 BG2348'SIDE OF U.S. ROUTE 98.
 BG2348'
 BG2348'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2348'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY
 BG2348'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 4.15 MILES TO STATION
 BG2348'ON THE LEFT, OPPOSITE STATE ROUTE 187.
 BG2348'
 BG2348'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BG2348'BRASS DISK, STAMPED 60 76 A07A, SET IN THE TOP OF A 4 INCH X 4
 BG2348'INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS
 BG2348'1 FOOT WEST OF PROJECTED CENTER OF STATE ROUTE 187, 2.6 FEET
 BG2348'NORTH OF A METAL WITNESS POST, 25.3 FEET SOUTHEAST OF SOUTHEAST
 BG2348'CORNER OF A FRAME BUILDING, 81.0 FEET NORTH OF CENTERLINE OF
 BG2348'U.S. ROUTE 98 AND 81.0 FEET WEST-NORTHWEST OF A POWERLINE POLE.
 BG2348
 BG2348                          STATION RECOVERY (1976)
 BG2348
 BG2348'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2348'10.75 MI E FROM DESTIN.
 BG2348'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2348'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2348'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187 AND STATION.
 BG2348'WHICH IS SET IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 2
 BG2348'INCHES BELOW GROUND.  IT IS 81.0 FEET NORTH OF CENTER OF U.S. ROUTE
 BG2348'98, 81.0 FEET WEST-NORTHWEST OF A POWER POLE, 25.3 FEET SOUTHEAST OF
 BG2348'THE SOUTHEAST CORNER OF A FRAME OFFICE BUILDING, 2.6 FEET NORTH OF A
 BG2348'METAL WITNESS POST AND 1.0 FOOT WEST OF THE EXTENDED CENTER OF STATE
 BG2348'ROUTE 187.  SECTION 27, T 2S, R 21W.
 BG2348
 BG2348                          STATION RECOVERY (1990)
 BG2348
 BG2348'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2348'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2455 ***********************************************************************
 BG2455  DESIGNATION -  60 76 A07 AZ MK
 BG2455  PID         -  BG2455
 BG2455  STATE/COUNTY-  FL/WALTON
 BG2455  COUNTRY     -  US
 BG2455  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2455
 BG2455                         *CURRENT SURVEY CONTROL
 BG2455  ______________________________________________________________________
 BG2455* NAD 83(1990) POSITION- 30 22 25.81916(N) 086 19 45.07513(W)   NO CHECK
 BG2455* NAVD 88 ORTHO HEIGHT -     6.214 (meters)       20.39  (feet) ADJUSTED
 BG2455  ______________________________________________________________________
 BG2455  GEOID HEIGHT    -        -27.416 (meters)                     GEOID18
 BG2455  LAPLACE CORR    -         -0.88  (seconds)                    DEFLEC18
 BG2455  DYNAMIC HEIGHT  -          6.206 (meters)       20.36  (feet) COMP
 BG2455  MODELED GRAVITY -    979,345.2   (mgal)                       NAVD 88
 BG2455
 BG2455  HORZ ORDER      -  THIRD
 BG2455  VERT ORDER      -  SECOND    CLASS II
 BG2455
 BG2455.The horizontal coordinates were established by classical geodetic methods
 BG2455.and adjusted by the National Geodetic Survey in May 1991.
 BG2455
 BG2455.No horizontal observational check was made to the station.
 BG2455
 BG2455.The orthometric height was determined by differential leveling and
 BG2455.adjusted by the NATIONAL GEODETIC SURVEY
 BG2455.in June 1991.
 BG2455
 BG2455.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2455.GEOID18 height accuracy estimate available here.
 BG2455
 BG2455.Click photographs - Photos may exist for this station.
 BG2455
 BG2455.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2455
 BG2455.The dynamic height is computed by dividing the NAVD 88
 BG2455.geopotential number by the normal gravity value computed on the
 BG2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2455.degrees latitude (g = 980.6199 gals.).
 BG2455
 BG2455.The modeled gravity was interpolated from observed gravity values.
 BG2455
 BG2455. The following values were computed from the NAD 83(1990) position.
 BG2455
 BG2455;                    North         East     Units Scale Factor Converg.
 BG2455;SPC FL N     -   153,697.581   424,189.230   MT  0.99995490   -0 55 09.2
 BG2455;SPC FL N     -   504,256.15  1,391,694.17   sFT  0.99995490   -0 55 09.2
 BG2455;UTM  16      - 3,360,401.676   564,455.163   MT  0.99965125   +0 20 21.1
 BG2455
 BG2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2455!SPC FL N     -   1.00000333  x   0.99995490  =   0.99995823
 BG2455!UTM  16      -   1.00000333  x   0.99965125  =   0.99965458
 BG2455
 BG2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6445560401(NAD 83)
 BG2455
 BG2455                          SUPERSEDED SURVEY CONTROL
 BG2455
 BG2455  NAD 83(1986)-  30 22 25.83470(N)    086 19 45.08325(W) AD(       ) 3
 BG2455  NAD 27      -  30 22 25.11639(N)    086 19 45.27677(W) AD(       ) 3
 BG2455  NGVD 29 (07/19/86)    6.35   (m)           20.8    (f) LEVELING    3  
 BG2455
 BG2455.Superseded values are not recommended for survey control.
 BG2455
 BG2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2455.See file dsdata.pdf to determine how the superseded data were derived.
 BG2455
 BG2455_MARKER: DD = SURVEY DISK
 BG2455_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2455_STAMPING: 60 76 A07 AZ MK
 BG2455_MARK LOGO: FLDT
 BG2455_PROJECTION: RECESSED 8 CENTIMETERS
 BG2455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2455
 BG2455  HISTORY     - Date     Condition        Report By
 BG2455  HISTORY     - 1976     MONUMENTED       FLDT
 BG2455  HISTORY     - 1976     GOOD             FLDT
 BG2455
 BG2455                          STATION DESCRIPTION
 BG2455
 BG2455'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2455'MARK IS A STANDARD FLORIDA DEPT. OF TRANSPORTATION BRASS DISK,
 BG2455'STAMPED 60 76 A07 AZ MK, SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 BG2455'MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS 5.0 FEET WEST
 BG2455'OF A METAL WITNESS POST, 14.4 FEET EAST OF CENTER LINE OF STATE
 BG2455'ROUTE 187 AND 84.0 FEET SOUTHEAST OF A POWER POLE.
 BG2455
 BG2455                          STATION RECOVERY (1976)
 BG2455
 BG2455'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2455'11.15 MI E FROM DESTIN.
 BG2455'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2455'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2455'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2455'ON STATE ROUTE 187 FOR ABOUT 0.4 MILE AND AZIMUTH MARK.  WHICH IS SET
 BG2455'IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW
 BG2455'GROUND.  IT IS 84.0 FEET SOUTHEAST OF A POWER POLE, 14.4 FEET EAST OF
 BG2455'CENTER OF STATE ROUTE 187 AND 5.0 FEET WEST OF A METAL WITNESS POST.
 BG2455'SECTION 35, T 2S, R 21W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2406 ***********************************************************************
 BG2406  DESIGNATION -  60 76 A07 RM 1
 BG2406  PID         -  BG2406
 BG2406  STATE/COUNTY-  FL/WALTON
 BG2406  COUNTRY     -  US
 BG2406  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2406
 BG2406                         *CURRENT SURVEY CONTROL
 BG2406  ______________________________________________________________________
 BG2406* NAD 83(1986) POSITION- 30 22 10.08   (N) 086 19 45.25   (W)   HD_HELD1
 BG2406* NAVD 88 ORTHO HEIGHT -     5.596 (meters)       18.36  (feet) ADJUSTED
 BG2406  ______________________________________________________________________
 BG2406  GEOID HEIGHT    -        -27.412 (meters)                     GEOID18
 BG2406  DYNAMIC HEIGHT  -          5.589 (meters)       18.34  (feet) COMP
 BG2406  MODELED GRAVITY -    979,345.0   (mgal)                       NAVD 88
 BG2406
 BG2406  VERT ORDER      -  SECOND    CLASS II
 BG2406
 BG2406.The horizontal coordinates were determined by differentially corrected
 BG2406.hand held GPS observations or other comparable positioning techniques
 BG2406.and have an estimated accuracy of +/- 3 meters.
 BG2406
 BG2406.The orthometric height was determined by differential leveling and
 BG2406.adjusted by the NATIONAL GEODETIC SURVEY
 BG2406.in June 1991.
 BG2406
 BG2406.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2406.GEOID18 height accuracy estimate available here.
 BG2406
 BG2406.Click photographs - Photos may exist for this station.
 BG2406
 BG2406.The dynamic height is computed by dividing the NAVD 88
 BG2406.geopotential number by the normal gravity value computed on the
 BG2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2406.degrees latitude (g = 980.6199 gals.).
 BG2406
 BG2406.The modeled gravity was interpolated from observed gravity values.
 BG2406
 BG2406;                    North         East    Units  Estimated Accuracy
 BG2406;SPC FL N     -   153,213.1     424,176.8     MT  (+/- 3 meters HH1 GPS) 
 BG2406
 BG2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6445359917(NAD 83)
 BG2406
 BG2406                          SUPERSEDED SURVEY CONTROL
 BG2406
 BG2406.No superseded survey control is available for this station.
 BG2406
 BG2406_MARKER: DD = SURVEY DISK
 BG2406_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2406_STAMPING: 60 76 A07 RM NO 1
 BG2406_MARK LOGO: FLDT
 BG2406_PROJECTION: RECESSED 10 CENTIMETERS
 BG2406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2406
 BG2406  HISTORY     - Date     Condition        Report By
 BG2406  HISTORY     - 1976     MONUMENTED       FLDT
 BG2406  HISTORY     - 1976     GOOD             FLDT
 BG2406
 BG2406                          STATION DESCRIPTION
 BG2406
 BG2406'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2406'11.35 MI E FROM DESTIN.
 BG2406'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2406'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2406'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2406'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO END OF ROAD, CONTINUE
 BG2406'SOUTH-SOUTHEAST ON FOOT FOR ABOUT 200.0 FEET AND REFERENCE MARK ON TOP
 BG2406'OF SAND DUNE.  WHICH IS SET IN THE TOP OF A 4 X 4 INCH SQUARE CONCRETE
 BG2406'MONUMENT 4 INCHES BELOW GROUND.  IT IS 77.0 FEET NORTH OF THE SOUTH
 BG2406'EDGE OF THE SAND DUNE, 34.0 FEET EAST OF THE EXTENDED CENTER OF STATE
 BG2406'ROUTE 187 AND 1.3 FEET SOUTH OF A METAL WITNESS POST. SECTION 35, T
 BG2406'2S, R 21W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2349 ***********************************************************************
 BG2349  DESIGNATION -  60 76 A08
 BG2349  PID         -  BG2349
 BG2349  STATE/COUNTY-  FL/WALTON
 BG2349  COUNTRY     -  US
 BG2349  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2349
 BG2349                         *CURRENT SURVEY CONTROL
 BG2349  ______________________________________________________________________
 BG2349* NAD 83(1990) POSITION- 30 21 58.59311(N) 086 18 44.94343(W)   ADJUSTED
 BG2349* NAVD 88 ORTHO HEIGHT -     9.502 (meters)       31.17  (feet) ADJUSTED
 BG2349  ______________________________________________________________________
 BG2349  GEOID HEIGHT    -        -27.421 (meters)                     GEOID18
 BG2349  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 BG2349  DYNAMIC HEIGHT  -          9.489 (meters)       31.13  (feet) COMP
 BG2349  MODELED GRAVITY -    979,344.4   (mgal)                       NAVD 88
 BG2349
 BG2349  HORZ ORDER      -  SECOND
 BG2349  VERT ORDER      -  SECOND    CLASS II
 BG2349
 BG2349.The horizontal coordinates were established by classical geodetic methods
 BG2349.and adjusted by the National Geodetic Survey in May 1991.
 BG2349
 BG2349.The orthometric height was determined by differential leveling and
 BG2349.adjusted by the NATIONAL GEODETIC SURVEY
 BG2349.in June 1991.
 BG2349
 BG2349.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2349.GEOID18 height accuracy estimate available here.
 BG2349
 BG2349.Click photographs - Photos may exist for this station.
 BG2349
 BG2349.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2349
 BG2349.The dynamic height is computed by dividing the NAVD 88
 BG2349.geopotential number by the normal gravity value computed on the
 BG2349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2349.degrees latitude (g = 980.6199 gals.).
 BG2349
 BG2349.The modeled gravity was interpolated from observed gravity values.
 BG2349
 BG2349. The following values were computed from the NAD 83(1990) position.
 BG2349
 BG2349;                    North         East     Units Scale Factor Converg.
 BG2349;SPC FL N     -   152,833.685   425,781.186   MT  0.99995444   -0 54 39.0
 BG2349;SPC FL N     -   501,421.85  1,396,917.11   sFT  0.99995444   -0 54 39.0
 BG2349;UTM  16      - 3,359,573.201   566,065.221   MT  0.99965384   +0 20 51.3
 BG2349
 BG2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2349!SPC FL N     -   1.00000281  x   0.99995444  =   0.99995725
 BG2349!UTM  16      -   1.00000281  x   0.99965384  =   0.99965665
 BG2349
 BG2349:                Primary Azimuth Mark                     Grid Az
 BG2349:SPC FL N     -  60 76 A07                                282 46 16.5
 BG2349:UTM  16      -  60 76 A07                                281 30 46.2
 BG2349
 BG2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6606559573(NAD 83)
 BG2349
 BG2349|---------------------------------------------------------------------|
 BG2349| PID    Reference Object                     Distance      Geod. Az  |
 BG2349|                                                           dddmmss.s |
 BG2349| BG4300 CEN TEL MICROWAVE TOWER             APPROX. 1.3 KM 0185155.3 |
 BG2349| BG2407 60 76 A08 RM 1                       15.540 METERS 10512     |
 BG2349| BG2347 60 76 A07                           APPROX. 1.7 KM 2815137.5 |
 BG2349| BG2309 60 76 A08 RM 2                       20.215 METERS 34455     |
 BG2349|---------------------------------------------------------------------|
 BG2349
 BG2349                          SUPERSEDED SURVEY CONTROL
 BG2349
 BG2349  NAD 83(1986)-  30 21 58.60841(N)    086 18 44.95178(W) AD(       ) 2
 BG2349  NAD 27      -  30 21 57.89049(N)    086 18 45.14536(W) AD(       ) 2
 BG2349  NGVD 29 (07/19/86)    9.64   (m)           31.6    (f) LEVELING    3  
 BG2349
 BG2349.Superseded values are not recommended for survey control.
 BG2349
 BG2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2349.See file dsdata.pdf to determine how the superseded data were derived.
 BG2349
 BG2349_MARKER: DD = SURVEY DISK
 BG2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2349_STAMPING: 60 76 A08
 BG2349_MARK LOGO: FLDT
 BG2349_PROJECTION: RECESSED 8 CENTIMETERS
 BG2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2349+STABILITY: SURFACE MOTION
 BG2349
 BG2349  HISTORY     - Date     Condition        Report By
 BG2349  HISTORY     - 1976     MONUMENTED       FLDT
 BG2349  HISTORY     - 1976     GOOD             FLDT
 BG2349  HISTORY     - 19970416 MARK NOT FOUND   USPSQD
 BG2349
 BG2349                          STATION DESCRIPTION
 BG2349
 BG2349'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2349'STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF SANTA ROSA
 BG2349'BEACH AND ABOUT 19 MILES EAST-SOUTHEAST OF FORT WALTON BEACH, ON
 BG2349'THE TOP OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2349'
 BG2349'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2349'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY LINE,
 BG2349'CONTINUE EAST ON U.S. 98 FOR 4.15 MILES TO STATE ROUTE 187
 BG2349'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO BEACH (FROM THIS
 BG2349'POINT ON, A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO CONTINUE TO
 BG2349'STATION).  TURN LEFT AND GO EAST-SOUTHEAST ALONG THE BEACH FOR
 BG2349'1.0 MILE TO STATION ON THE LEFT.
 BG2349'
 BG2349'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2349'RESOURCES BRASS DISK, STAMPED 60 76 A08, SET IN THE TOP OF A
 BG2349'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT
 BG2349'IS 2.4 FEET SOUTH OF A METAL WITNESS POST, 23.0 FEET NORTH OF
 BG2349'SOUTH EDGE OF SAND DUNE AND 147.0 FEET SOUTHWEST OF A TWISTED
 BG2349'PINE STUMP.
 BG2349'
 BG2349'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2349'TRANSPORTATION BRASS DISK, STAMPED 60 76 A08 RM NO 1, SET IN THE
 BG2349'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 BG2349'THE GROUND.  IT IS 1.0 FOOT NORTH OF A METAL WITNESS POST AND 20
 BG2349'FEET NORTH OF SOUTH EDGE OF SAND DUNE.
 BG2349'
 BG2349'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2349'TRANSPORTATION BRASS DISK, STAMPED 60 76 A08 RM NO 2, SET IN THE
 BG2349'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 BG2349'THE GROUND.  IT IS 2.0 FEET SOUTHEAST OF A METAL WITNESS POST AND
 BG2349'88 FEET NORTH OF SOUTH EDGE OF SAND DUNE.
 BG2349
 BG2349                          STATION RECOVERY (1976)
 BG2349
 BG2349'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2349'12.35 MI E FROM DESTIN.
 BG2349'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2349'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2349'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2349'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2349'BEACH FOR ABOUT 1.0 MILE AND STATION ON TOP OF A SAND DUNE. WHICH IS
 BG2349'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3 INCHES BELOW GROUND. IT
 BG2349'IS 147.0 FEET SOUTHWEST OF A TWISTED PINE STUMP, 23.0 FEET NORTH OF
 BG2349'THE SOUTH EDGE OF THE SAND DUNE AND 2.4 FEET SOUTH OF A METAL WITNESS
 BG2349'POST.  SECTION 36, T 2S, R 21W.
 BG2349
 BG2349                          STATION RECOVERY (1997)
 BG2349
 BG2349'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2349'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2407 ***********************************************************************
 BG2407  DESIGNATION -  60 76 A08 RM 1
 BG2407  PID         -  BG2407
 BG2407  STATE/COUNTY-  FL/WALTON
 BG2407  COUNTRY     -  US
 BG2407  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2407
 BG2407                         *CURRENT SURVEY CONTROL
 BG2407  ______________________________________________________________________
 BG2407* NAD 83(1986) POSITION- 30 21 58.46   (N) 086 18 44.38   (W)   HD_HELD1
 BG2407* NAVD 88 ORTHO HEIGHT -     7.924 (meters)       26.00  (feet) ADJUSTED
 BG2407  ______________________________________________________________________
 BG2407  GEOID HEIGHT    -        -27.421 (meters)                     GEOID18
 BG2407  DYNAMIC HEIGHT  -          7.914 (meters)       25.96  (feet) COMP
 BG2407  MODELED GRAVITY -    979,344.4   (mgal)                       NAVD 88
 BG2407
 BG2407  VERT ORDER      -  SECOND    CLASS II
 BG2407
 BG2407.The horizontal coordinates were determined by differentially corrected
 BG2407.hand held GPS observations or other comparable positioning techniques
 BG2407.and have an estimated accuracy of +/- 3 meters.
 BG2407
 BG2407.The orthometric height was determined by differential leveling and
 BG2407.adjusted by the NATIONAL GEODETIC SURVEY
 BG2407.in June 1991.
 BG2407
 BG2407.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2407.GEOID18 height accuracy estimate available here.
 BG2407
 BG2407.Click photographs - Photos may exist for this station.
 BG2407
 BG2407.The dynamic height is computed by dividing the NAVD 88
 BG2407.geopotential number by the normal gravity value computed on the
 BG2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2407.degrees latitude (g = 980.6199 gals.).
 BG2407
 BG2407.The modeled gravity was interpolated from observed gravity values.
 BG2407
 BG2407;                    North         East    Units  Estimated Accuracy
 BG2407;SPC FL N     -   152,829.3     425,796.2     MT  (+/- 3 meters HH1 GPS) 
 BG2407
 BG2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6608059569(NAD 83)
 BG2407
 BG2407                          SUPERSEDED SURVEY CONTROL
 BG2407
 BG2407.No superseded survey control is available for this station.
 BG2407
 BG2407_MARKER: DD = SURVEY DISK
 BG2407_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2407_STAMPING: 60 76 A08 RM NO 1
 BG2407_MARK LOGO: FLDT
 BG2407_PROJECTION: RECESSED 8 CENTIMETERS
 BG2407_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2407
 BG2407  HISTORY     - Date     Condition        Report By
 BG2407  HISTORY     - 1976     MONUMENTED       FLDT
 BG2407  HISTORY     - 1976     GOOD             FLDT
 BG2407
 BG2407                          STATION DESCRIPTION
 BG2407
 BG2407'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2407'12.35 MI E FROM DESTIN.
 BG2407'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2407'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2407'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2407'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2407'BEACH FOR ABOUT 1.0 MILE AND REFERENCE MARK ON TOP OF SAND DUNE. WHICH
 BG2407'IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 3
 BG2407'INCHES BELOW GROUND.  IT IS 20.0 FEET NORTH OF THE SOUTH EDGE OF THE
 BG2407'SAND DUNE AND 1.0 FOOT NORTH OF A METAL WITNESS POST.  SECTION 36, T
 BG2407'2S, R 21W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2309 ***********************************************************************
 BG2309  DESIGNATION -  60 76 A08 RM 2
 BG2309  PID         -  BG2309
 BG2309  STATE/COUNTY-  FL/WALTON
 BG2309  COUNTRY     -  US
 BG2309  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2309
 BG2309                         *CURRENT SURVEY CONTROL
 BG2309  ______________________________________________________________________
 BG2309* NAD 83(1986) POSITION- 30 21 59.23   (N) 086 18 45.14   (W)   HD_HELD1
 BG2309* NAVD 88 ORTHO HEIGHT -     8.323 (meters)       27.31  (feet) ADJUSTED
 BG2309  ______________________________________________________________________
 BG2309  GEOID HEIGHT    -        -27.421 (meters)                     GEOID18
 BG2309  DYNAMIC HEIGHT  -          8.312 (meters)       27.27  (feet) COMP
 BG2309  MODELED GRAVITY -    979,344.4   (mgal)                       NAVD 88
 BG2309
 BG2309  VERT ORDER      -  SECOND    CLASS II
 BG2309
 BG2309.The horizontal coordinates were determined by differentially corrected
 BG2309.hand held GPS observations or other comparable positioning techniques
 BG2309.and have an estimated accuracy of +/- 3 meters.
 BG2309
 BG2309.The orthometric height was determined by differential leveling and
 BG2309.adjusted by the NATIONAL GEODETIC SURVEY
 BG2309.in June 1991.
 BG2309
 BG2309.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2309.GEOID18 height accuracy estimate available here.
 BG2309
 BG2309.Click photographs - Photos may exist for this station.
 BG2309
 BG2309.The dynamic height is computed by dividing the NAVD 88
 BG2309.geopotential number by the normal gravity value computed on the
 BG2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2309.degrees latitude (g = 980.6199 gals.).
 BG2309
 BG2309.The modeled gravity was interpolated from observed gravity values.
 BG2309
 BG2309;                    North         East    Units  Estimated Accuracy
 BG2309;SPC FL N     -   152,853.4     425,776.2     MT  (+/- 3 meters HH1 GPS) 
 BG2309
 BG2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6605959592(NAD 83)
 BG2309
 BG2309                          SUPERSEDED SURVEY CONTROL
 BG2309
 BG2309.No superseded survey control is available for this station.
 BG2309
 BG2309_MARKER: DD = SURVEY DISK
 BG2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2309_STAMPING: 60 76 A08 RM NO 2
 BG2309_MARK LOGO: FLDT
 BG2309_PROJECTION: RECESSED 8 CENTIMETERS
 BG2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2309+STABILITY: SURFACE MOTION
 BG2309
 BG2309  HISTORY     - Date     Condition        Report By
 BG2309  HISTORY     - 1976     MONUMENTED       FLDT
 BG2309  HISTORY     - 1976     GOOD             FLDT
 BG2309
 BG2309                          STATION DESCRIPTION
 BG2309
 BG2309'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2309'12.35 MI E FROM DESTIN.
 BG2309'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2309'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2309'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2309'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2309'BEACH FOR ABOUT 1.0 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP
 BG2309'OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES BELOW GROUND.
 BG2309'IT IS 88.0 FEET NORTH OF THE SOUTH EDGE OF THE SAND DUNE AND 2.0 FEET
 BG2309'SOUTHEAST OF A METAL WITNESS POST.  SECTION 36, T 2S, R 21W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2350 ***********************************************************************
 BG2350  DESIGNATION -  60 76 A09
 BG2350  PID         -  BG2350
 BG2350  STATE/COUNTY-  FL/WALTON
 BG2350  COUNTRY     -  US
 BG2350  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2350
 BG2350                         *CURRENT SURVEY CONTROL
 BG2350  ______________________________________________________________________
 BG2350* NAD 83(1990) POSITION- 30 21 51.48061(N) 086 18 08.64626(W)   ADJUSTED
 BG2350* NAVD 88 ORTHO HEIGHT -    10.338 (meters)       33.92  (feet) ADJUSTED
 BG2350  ______________________________________________________________________
 BG2350  GEOID HEIGHT    -        -27.427 (meters)                     GEOID18
 BG2350  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 BG2350  DYNAMIC HEIGHT  -         10.324 (meters)       33.87  (feet) COMP
 BG2350  MODELED GRAVITY -    979,344.1   (mgal)                       NAVD 88
 BG2350
 BG2350  HORZ ORDER      -  SECOND
 BG2350  VERT ORDER      -  SECOND    CLASS II
 BG2350
 BG2350.The horizontal coordinates were established by classical geodetic methods
 BG2350.and adjusted by the National Geodetic Survey in May 1991.
 BG2350
 BG2350.The orthometric height was determined by differential leveling and
 BG2350.adjusted by the NATIONAL GEODETIC SURVEY
 BG2350.in June 1991.
 BG2350
 BG2350.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2350.GEOID18 height accuracy estimate available here.
 BG2350
 BG2350.Click photographs - Photos may exist for this station.
 BG2350
 BG2350.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2350
 BG2350.The dynamic height is computed by dividing the NAVD 88
 BG2350.geopotential number by the normal gravity value computed on the
 BG2350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2350.degrees latitude (g = 980.6199 gals.).
 BG2350
 BG2350.The modeled gravity was interpolated from observed gravity values.
 BG2350
 BG2350. The following values were computed from the NAD 83(1990) position.
 BG2350
 BG2350;                    North         East     Units Scale Factor Converg.
 BG2350;SPC FL N     -   152,599.336   426,746.793   MT  0.99995432   -0 54 20.7
 BG2350;SPC FL N     -   500,652.99  1,400,085.10   sFT  0.99995432   -0 54 20.7
 BG2350;UTM  16      - 3,359,360.178   567,035.451   MT  0.99965544   +0 21 09.5
 BG2350
 BG2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2350!SPC FL N     -   1.00000268  x   0.99995432  =   0.99995700
 BG2350!UTM  16      -   1.00000268  x   0.99965544  =   0.99965812
 BG2350
 BG2350:                Primary Azimuth Mark                     Grid Az
 BG2350:SPC FL N     -  60 76 A09 AZ MK                          103 26 10.2
 BG2350:UTM  16      -  60 76 A09 AZ MK                          102 10 40.0
 BG2350
 BG2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6703559360(NAD 83)
 BG2350
 BG2350|---------------------------------------------------------------------|
 BG2350| PID    Reference Object                     Distance      Geod. Az  |
 BG2350|                                                           dddmmss.s |
 BG2350| BG2408 60 76 A09 RM 1                       17.089 METERS 05209     |
 BG2350| BG2310 60 76 A09 RM 2                       17.934 METERS 10153     |
 BG2350| BG2454 60 76 A09 AZ MK                     APPROX. 0.5 KM 1023149.5 |
 BG2350| BG4300 CEN TEL MICROWAVE TOWER             APPROX. 1.6 KM 3395002.3 |
 BG2350|---------------------------------------------------------------------|
 BG2350
 BG2350                          SUPERSEDED SURVEY CONTROL
 BG2350
 BG2350  NAD 83(1986)-  30 21 51.49579(N)    086 18 08.65470(W) AD(       ) 2
 BG2350  NAD 27      -  30 21 50.77810(N)    086 18 08.84811(W) AD(       ) 2
 BG2350  NGVD 29 (07/19/86)   10.48   (m)           34.4    (f) LEVELING    3  
 BG2350
 BG2350.Superseded values are not recommended for survey control.
 BG2350
 BG2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2350.See file dsdata.pdf to determine how the superseded data were derived.
 BG2350
 BG2350_MARKER: DD = SURVEY DISK
 BG2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2350_STAMPING: 60 76 A 09
 BG2350_MARK LOGO: FLDT
 BG2350_PROJECTION: RECESSED 8 CENTIMETERS
 BG2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2350+STABILITY: SURFACE MOTION
 BG2350
 BG2350  HISTORY     - Date     Condition        Report By
 BG2350  HISTORY     - 1976     MONUMENTED       FLDT
 BG2350  HISTORY     - 1976     GOOD             FLDT
 BG2350  HISTORY     - 19970416 MARK NOT FOUND   USPSQD
 BG2350
 BG2350                          STATION DESCRIPTION
 BG2350
 BG2350'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2350'STATION IS LOCATED ABOUT 4 MILES WEST-SOUTHWEST OF SANTA ROSA
 BG2350'BEACH AND ABOUT 20 MILES EAST-SOUTHEAST OF FORT WALTON BEACH ON
 BG2350'THE TOP OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2350'
 BG2350'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2350'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY LINE,
 BG2350'CONTINUE EAST ON U.S. ROUTE 98 FOR 4.15 MILES TO STATE ROUTE 187
 BG2350'RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO BEACH, (FROM THIS
 BG2350'POINT ON, A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO CONTINUE TO
 BG2350'STATION).  TURN LEFT AND GO EAST-SOUTHEAST ALONG THE BEACH FOR
 BG2350'1.7 MILES TO STATION ON THE LEFT, JUST EAST OF A GAP IN THE
 BG2350'SAND DUNES.
 BG2350'
 BG2350'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2350'RESOURCES BRASS DISK, STAMPED 60 76 A09, SET IN THE TOP OF A
 BG2350'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT
 BG2350'IS 2.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 36 FEET
 BG2350'NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNE AND 63 FEET EAST OF
 BG2350'WEST EDGE OF SAND DUNE.
 BG2350'
 BG2350'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2350'TRANSPORTATION BRASS DISK, STAMPED 60 76 A09 RM NO 1, SET IN THE
 BG2350'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BG2350'THE GROUND.  IT IS 2.0 FEET SOUTH OF A METAL WITNESS POST AND 83
 BG2350'FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNES.
 BG2350'
 BG2350'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2350'TRANSPORTATION BRASS DISK, STAMPED 60 76 A09 RM NO 2, SET IN THE
 BG2350'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BG2350'THE GROUND.  IT IS 2.0 FEET SOUTH OF A METAL WITNESS POST AND 36
 BG2350'FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNES.
 BG2350'
 BG2350'TO REACH AZIMUTH MARK.  GO EAST-SOUTHEAST ALONG THE BEACH FOR
 BG2350'0.4 MILE TO AZIMUTH MARK ON THE LEFT.  IT IS A STANDARD FLORIDA,
 BG2350'DEPARTMENT OF TRANSPORTATION BRASS DISK, STAMPED 60 76 A09 AZ MK,
 BG2350'SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS
 BG2350'FLUSH WITH THE GROUND.  IT IS 1.6 FEET SOUTH-SOUTHWEST OF A METAL
 BG2350'WITNESS POST AND 39 FEET NORTH-NORTHEAST OF THE BOTTOM OF SAND
 BG2350'DUNE.
 BG2350
 BG2350                          STATION RECOVERY (1976)
 BG2350
 BG2350'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2350'13.05 MI E FROM DESTIN.
 BG2350'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2350'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2350'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2350'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2350'BEACH FOR ABOUT 1.7 MILES TO A POINT JUST EAST OF A GAP IN THE SAND
 BG2350'DUNES AND STATION ON TOP OF A SAND DUNE.  WHICH IS SET IN THE TOP OF A
 BG2350'ROUND CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 63.0 FEET EAST
 BG2350'OF THE WEST EDGE OF THE SAND DUNE, 36.0 FEET NORTH-NORTHEAST OF THE
 BG2350'SOUTH EDGE OF THE SAND DUNE AND 2.3 FEET SOUTH-SOUTHWEST OF A METAL
 BG2350'WITNESS POST.  SECTION 36, T 2S, R 21W.
 BG2350
 BG2350                          STATION RECOVERY (1997)
 BG2350
 BG2350'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2350'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2454 ***********************************************************************
 BG2454  DESIGNATION -  60 76 A09 AZ MK
 BG2454  PID         -  BG2454
 BG2454  STATE/COUNTY-  FL/WALTON
 BG2454  COUNTRY     -  US
 BG2454  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2454
 BG2454                         *CURRENT SURVEY CONTROL
 BG2454  ______________________________________________________________________
 BG2454* NAD 83(1990) POSITION- 30 21 47.66258(N) 086 17 48.83811(W)   NO CHECK
 BG2454* NAVD 88 ORTHO HEIGHT -     9.035 (meters)       29.64  (feet) ADJUSTED
 BG2454  ______________________________________________________________________
 BG2454  GEOID HEIGHT    -        -27.430 (meters)                     GEOID18
 BG2454  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 BG2454  DYNAMIC HEIGHT  -          9.023 (meters)       29.60  (feet) COMP
 BG2454  MODELED GRAVITY -    979,343.9   (mgal)                       NAVD 88
 BG2454
 BG2454  HORZ ORDER      -  THIRD
 BG2454  VERT ORDER      -  SECOND    CLASS II
 BG2454
 BG2454.The horizontal coordinates were established by classical geodetic methods
 BG2454.and adjusted by the National Geodetic Survey in May 1991.
 BG2454
 BG2454.No horizontal observational check was made to the station.
 BG2454
 BG2454.The orthometric height was determined by differential leveling and
 BG2454.adjusted by the NATIONAL GEODETIC SURVEY
 BG2454.in June 1991.
 BG2454
 BG2454.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2454.GEOID18 height accuracy estimate available here.
 BG2454
 BG2454.Click photographs - Photos may exist for this station.
 BG2454
 BG2454.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2454
 BG2454.The dynamic height is computed by dividing the NAVD 88
 BG2454.geopotential number by the normal gravity value computed on the
 BG2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2454.degrees latitude (g = 980.6199 gals.).
 BG2454
 BG2454.The modeled gravity was interpolated from observed gravity values.
 BG2454
 BG2454. The following values were computed from the NAD 83(1990) position.
 BG2454
 BG2454;                    North         East     Units Scale Factor Converg.
 BG2454;SPC FL N     -   152,473.436   427,273.793   MT  0.99995426   -0 54 10.8
 BG2454;SPC FL N     -   500,239.93  1,401,814.10   sFT  0.99995426   -0 54 10.8
 BG2454;UTM  16      - 3,359,245.916   567,564.931   MT  0.99965632   +0 21 19.5
 BG2454
 BG2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2454!SPC FL N     -   1.00000289  x   0.99995426  =   0.99995715
 BG2454!UTM  16      -   1.00000289  x   0.99965632  =   0.99965921
 BG2454
 BG2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6756459245(NAD 83)
 BG2454
 BG2454                          SUPERSEDED SURVEY CONTROL
 BG2454
 BG2454  NAD 83(1986)-  30 21 47.67769(N)    086 17 48.84656(W) AD(       ) 3
 BG2454  NAD 27      -  30 21 46.96019(N)    086 17 49.04050(W) AD(       ) 3
 BG2454  NGVD 29 (07/19/86)    9.18   (m)           30.1    (f) LEVELING    3  
 BG2454
 BG2454.Superseded values are not recommended for survey control.
 BG2454
 BG2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2454.See file dsdata.pdf to determine how the superseded data were derived.
 BG2454
 BG2454_MARKER: DD = SURVEY DISK
 BG2454_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2454_STAMPING: 60 76 A09 AZ MK
 BG2454_MARK LOGO: FLDT
 BG2454_PROJECTION: FLUSH
 BG2454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2454
 BG2454  HISTORY     - Date     Condition        Report By
 BG2454  HISTORY     - 1976     MONUMENTED       FLDT
 BG2454  HISTORY     - 1976     GOOD             FLDT
 BG2454
 BG2454                          STATION DESCRIPTION
 BG2454
 BG2454'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2454'MARK IS A STANDARD FLORIDA DEPT. OF TRANSPORTATION BRASS DISK,
 BG2454'STAMPED 60 76 A09 AZ MK, SET IN THE TIP OF A 4 X 4 INCH CONCRETE
 BG2454'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 1.6 FEET
 BG2454'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 39 FEET
 BG2454'NORTH-NORTHEAST OF THE BOTTOM OF SAND DUNE.
 BG2454
 BG2454                          STATION RECOVERY (1976)
 BG2454
 BG2454'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2454'13.35 MI E FROM DESTIN.
 BG2454'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2454'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2454'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2454'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2454'BEACH FOR ABOUT 2.0 MILES AND AZIMUTH MARK.  WHICH IS SET IN THE TOP
 BG2454'OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BG2454'IT IS 39.0 FEET NORTH-NORTHEAST OF THE BOTTOM OF A SAND DUNE AND 1.6
 BG2454'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 36, T 2S, R
 BG2454'21W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2408 ***********************************************************************
 BG2408  DESIGNATION -  60 76 A09 RM 1
 BG2408  PID         -  BG2408
 BG2408  STATE/COUNTY-  FL/WALTON
 BG2408  COUNTRY     -  US
 BG2408  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2408
 BG2408                         *CURRENT SURVEY CONTROL
 BG2408  ______________________________________________________________________
 BG2408* NAD 83(1986) POSITION- 30 21 51.82   (N) 086 18 08.14   (W)   HD_HELD1
 BG2408* NAVD 88 ORTHO HEIGHT -     9.656 (meters)       31.68  (feet) ADJUSTED
 BG2408  ______________________________________________________________________
 BG2408  GEOID HEIGHT    -        -27.427 (meters)                     GEOID18
 BG2408  DYNAMIC HEIGHT  -          9.643 (meters)       31.64  (feet) COMP
 BG2408  MODELED GRAVITY -    979,344.1   (mgal)                       NAVD 88
 BG2408
 BG2408  VERT ORDER      -  SECOND    CLASS II
 BG2408
 BG2408.The horizontal coordinates were determined by differentially corrected
 BG2408.hand held GPS observations or other comparable positioning techniques
 BG2408.and have an estimated accuracy of +/- 3 meters.
 BG2408
 BG2408.The orthometric height was determined by differential leveling and
 BG2408.adjusted by the NATIONAL GEODETIC SURVEY
 BG2408.in June 1991.
 BG2408
 BG2408.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2408.GEOID18 height accuracy estimate available here.
 BG2408
 BG2408.Click photographs - Photos may exist for this station.
 BG2408
 BG2408.The dynamic height is computed by dividing the NAVD 88
 BG2408.geopotential number by the normal gravity value computed on the
 BG2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2408.degrees latitude (g = 980.6199 gals.).
 BG2408
 BG2408.The modeled gravity was interpolated from observed gravity values.
 BG2408
 BG2408;                    North         East    Units  Estimated Accuracy
 BG2408;SPC FL N     -   152,609.6     426,760.5     MT  (+/- 3 meters HH1 GPS) 
 BG2408
 BG2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6704859370(NAD 83)
 BG2408
 BG2408                          SUPERSEDED SURVEY CONTROL
 BG2408
 BG2408.No superseded survey control is available for this station.
 BG2408
 BG2408_MARKER: DD = SURVEY DISK
 BG2408_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2408_STAMPING: 60 76 A09 RM NO 1
 BG2408_MARK LOGO: FLDT
 BG2408_PROJECTION: RECESSED 5 CENTIMETERS
 BG2408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2408
 BG2408  HISTORY     - Date     Condition        Report By
 BG2408  HISTORY     - 1976     MONUMENTED       FLDT
 BG2408  HISTORY     - 1976     GOOD             FLDT
 BG2408
 BG2408                          STATION DESCRIPTION
 BG2408
 BG2408'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2408'13.05 MI E FROM DESTIN.
 BG2408'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2408'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2408'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2408'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2408'BEACH FOR ABOUT 1.7 MILES TO A POINT JUST EAST OF A GAP IN THE SAND
 BG2408'DUNES AND REFERENCE MARK ON TOP OF A SAND DUNE.  WHICH IS SET IN THE
 BG2408'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW
 BG2408'GROUND.  IT IS 83.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND
 BG2408'DUNE AND 2.0 FEET SOUTH OF A METAL WITNESS POST.  SECTION 36, T 2S, R
 BG2408'21W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2310 ***********************************************************************
 BG2310  DESIGNATION -  60 76 A09 RM 2
 BG2310  PID         -  BG2310
 BG2310  STATE/COUNTY-  FL/WALTON
 BG2310  COUNTRY     -  US
 BG2310  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2310
 BG2310                         *CURRENT SURVEY CONTROL
 BG2310  ______________________________________________________________________
 BG2310* NAD 83(1986) POSITION- 30 21 51.36   (N) 086 18 07.99   (W)   HD_HELD1
 BG2310* NAVD 88 ORTHO HEIGHT -     7.918 (meters)       25.98  (feet) ADJUSTED
 BG2310  ______________________________________________________________________
 BG2310  GEOID HEIGHT    -        -27.427 (meters)                     GEOID18
 BG2310  DYNAMIC HEIGHT  -          7.908 (meters)       25.94  (feet) COMP
 BG2310  MODELED GRAVITY -    979,344.1   (mgal)                       NAVD 88
 BG2310
 BG2310  VERT ORDER      -  SECOND    CLASS II
 BG2310
 BG2310.The horizontal coordinates were determined by differentially corrected
 BG2310.hand held GPS observations or other comparable positioning techniques
 BG2310.and have an estimated accuracy of +/- 3 meters.
 BG2310
 BG2310.The orthometric height was determined by differential leveling and
 BG2310.adjusted by the NATIONAL GEODETIC SURVEY
 BG2310.in June 1991.
 BG2310
 BG2310.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2310.GEOID18 height accuracy estimate available here.
 BG2310
 BG2310.Click photographs - Photos may exist for this station.
 BG2310
 BG2310.The dynamic height is computed by dividing the NAVD 88
 BG2310.geopotential number by the normal gravity value computed on the
 BG2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2310.degrees latitude (g = 980.6199 gals.).
 BG2310
 BG2310.The modeled gravity was interpolated from observed gravity values.
 BG2310
 BG2310;                    North         East    Units  Estimated Accuracy
 BG2310;SPC FL N     -   152,595.3     426,764.3     MT  (+/- 3 meters HH1 GPS) 
 BG2310
 BG2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6705259356(NAD 83)
 BG2310
 BG2310                          SUPERSEDED SURVEY CONTROL
 BG2310
 BG2310.No superseded survey control is available for this station.
 BG2310
 BG2310_MARKER: DD = SURVEY DISK
 BG2310_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2310_STAMPING: 60 76 A09 RM NO 2
 BG2310_MARK LOGO: FLDT
 BG2310_PROJECTION: RECESSED 5 CENTIMETERS
 BG2310_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2310
 BG2310  HISTORY     - Date     Condition        Report By
 BG2310  HISTORY     - 1976     MONUMENTED       FLDT
 BG2310  HISTORY     - 1976     GOOD             FLDT
 BG2310
 BG2310                          STATION DESCRIPTION
 BG2310
 BG2310'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2310'13.05 MI E FROM DESTIN.
 BG2310'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2310'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2310'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2310'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2310'BEACH FOR ABOUT 1.7 MILES TO A POINT JUST EAST OF A GAP IN THE SAND
 BG2310'DUNES AND REFERENCE MARK ON TOP OF A SAND DUNE.  WHICH IS SET IN THE
 BG2310'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW
 BG2310'GROUND.  IT IS 36.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND
 BG2310'DUNE AND 2.0 FEET SOUTH OF A METAL WITNESS POST.  SECTION 36, T 2S, R
 BG2310'21W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2351 ***********************************************************************
 BG2351  DESIGNATION -  60 76 A10
 BG2351  PID         -  BG2351
 BG2351  STATE/COUNTY-  FL/WALTON
 BG2351  COUNTRY     -  US
 BG2351  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2351
 BG2351                         *CURRENT SURVEY CONTROL
 BG2351  ______________________________________________________________________
 BG2351* NAD 83(1990) POSITION- 30 21 41.44550(N) 086 17 22.97621(W)   ADJUSTED
 BG2351* NAVD 88 ORTHO HEIGHT -     6.886 (meters)       22.59  (feet) ADJUSTED
 BG2351  ______________________________________________________________________
 BG2351  GEOID HEIGHT    -        -27.433 (meters)                     GEOID18
 BG2351  LAPLACE CORR    -         -0.87  (seconds)                    DEFLEC18
 BG2351  DYNAMIC HEIGHT  -          6.877 (meters)       22.56  (feet) COMP
 BG2351  MODELED GRAVITY -    979,343.6   (mgal)                       NAVD 88
 BG2351
 BG2351  HORZ ORDER      -  SECOND
 BG2351  VERT ORDER      -  SECOND    CLASS II
 BG2351
 BG2351.The horizontal coordinates were established by classical geodetic methods
 BG2351.and adjusted by the National Geodetic Survey in May 1991.
 BG2351
 BG2351.The orthometric height was determined by differential leveling and
 BG2351.adjusted by the NATIONAL GEODETIC SURVEY
 BG2351.in June 1991.
 BG2351
 BG2351.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2351.GEOID18 height accuracy estimate available here.
 BG2351
 BG2351.Click photographs - Photos may exist for this station.
 BG2351
 BG2351.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2351
 BG2351.The dynamic height is computed by dividing the NAVD 88
 BG2351.geopotential number by the normal gravity value computed on the
 BG2351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2351.degrees latitude (g = 980.6199 gals.).
 BG2351
 BG2351.The modeled gravity was interpolated from observed gravity values.
 BG2351
 BG2351. The following values were computed from the NAD 83(1990) position.
 BG2351
 BG2351;                    North         East     Units Scale Factor Converg.
 BG2351;SPC FL N     -   152,271.158   427,961.277   MT  0.99995416   -0 53 57.8
 BG2351;SPC FL N     -   499,576.29  1,404,069.62   sFT  0.99995416   -0 53 57.8
 BG2351;UTM  16      - 3,359,058.840   568,256.486   MT  0.99965747   +0 21 32.5
 BG2351
 BG2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2351!SPC FL N     -   1.00000323  x   0.99995416  =   0.99995739
 BG2351!UTM  16      -   1.00000323  x   0.99965747  =   0.99966070
 BG2351
 BG2351:                Primary Azimuth Mark                     Grid Az
 BG2351:SPC FL N     -  60 76 A09                                285 07 17.0
 BG2351:UTM  16      -  60 76 A09                                283 51 46.7
 BG2351
 BG2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6825659058(NAD 83)
 BG2351
 BG2351|---------------------------------------------------------------------|
 BG2351| PID    Reference Object                     Distance      Geod. Az  |
 BG2351|                                                           dddmmss.s |
 BG2351| BG2311 60 76 A10 RM 2                       13.245 METERS 09607     |
 BG2351| BG2350 60 76 A09                           APPROX. 1.3 KM 2841319.2 |
 BG2351| BG4300 CEN TEL MICROWAVE TOWER             APPROX. 2.5 KM 3152052.9 |
 BG2351| BG2409 60 76 A10 RM 1                       15.124 METERS 33507     |
 BG2351|---------------------------------------------------------------------|
 BG2351
 BG2351                          SUPERSEDED SURVEY CONTROL
 BG2351
 BG2351  NAD 83(1986)-  30 21 41.46054(N)    086 17 22.98470(W) AD(       ) 2
 BG2351  NAD 27      -  30 21 40.74291(N)    086 17 23.17838(W) AD(       ) 2
 BG2351  NGVD 29 (07/19/86)    7.03   (m)           23.1    (f) LEVELING    3  
 BG2351
 BG2351.Superseded values are not recommended for survey control.
 BG2351
 BG2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2351.See file dsdata.pdf to determine how the superseded data were derived.
 BG2351
 BG2351_MARKER: DD = SURVEY DISK
 BG2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2351_STAMPING: 60 76 A10
 BG2351_MARK LOGO: FLDT
 BG2351_PROJECTION: RECESSED 5 CENTIMETERS
 BG2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2351+STABILITY: SURFACE MOTION
 BG2351
 BG2351  HISTORY     - Date     Condition        Report By
 BG2351  HISTORY     - 1976     MONUMENTED       FLDT
 BG2351  HISTORY     - 1976     GOOD             FLDT
 BG2351
 BG2351                          STATION DESCRIPTION
 BG2351
 BG2351'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2351'STATION IS LOCATED ABOUT 3-1/2 MILES WEST-SOUTHWEST OF SANTA
 BG2351'ROSA BEACH AND ABOUT 20-1/2 MILES EAST-SOUTHEAST OF FORT WALTON
 BG2351'BEACH ON TOP OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2351'
 BG2351'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2351'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY
 BG2351'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 4.15 MILES TO STATE
 BG2351'ROUTE 187 RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO BEACH,
 BG2351'(FROM THIS POINT ON, A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO
 BG2351'CONTINUE TO STATION).  TURN LEFT AND GO EAST-SOUTHEAST ON THE
 BG2351'BEACH FOR 2.4 MILES TO STATION ON THE LEFT.
 BG2351'
 BG2351'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2351'RESOURCES BRASS DISK, STAMPED 60 76 A10, SET IN THE TOP OF A
 BG2351'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT
 BG2351'IS 2.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 34 FEET
 BG2351'NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNE.
 BG2351'
 BG2351'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2351'TRANSPORTATION BRASS DISK, STAMPED 60 76 A10 RM NO 1, SET IN
 BG2351'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH
 BG2351'WITH THE GROUND.  IT IS 2.0 FEET SOUTH OF A METAL WITNESS POST
 BG2351'AND 74.0 FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNE.
 BG2351'
 BG2351'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2351'TRANSPORTATION BRASS DISK, STAMPED 60 76 A10 RM NO 2, SET IN THE
 BG2351'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES
 BG2351'BELOW THE GROUND.  IT IS 2.4 FEET SOUTHWEST OF A METAL WITNESS
 BG2351'POST AND 39 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF SAND DUNE.
 BG2351
 BG2351                          STATION RECOVERY (1976)
 BG2351
 BG2351'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2351'13.75 MI E FROM DESTIN.
 BG2351'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2351'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2351'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2351'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2351'BEACH FOR ABOUT 2.4 MILES AND STATION ON TOP OF A SAND DUNE. WHICH IS
 BG2351'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND. IT
 BG2351'IS 34.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE AND
 BG2351'2.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST. SECTION 31, T 2S, R
 BG2351'20W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2409 ***********************************************************************
 BG2409  DESIGNATION -  60 76 A10 RM 1
 BG2409  PID         -  BG2409
 BG2409  STATE/COUNTY-  FL/WALTON
 BG2409  COUNTRY     -  US
 BG2409  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2409
 BG2409                         *CURRENT SURVEY CONTROL
 BG2409  ______________________________________________________________________
 BG2409* NAD 83(1986) POSITION- 30 21 41.89   (N) 086 17 23.21   (W)   HD_HELD1
 BG2409* NAVD 88 ORTHO HEIGHT -     6.424 (meters)       21.08  (feet) ADJUSTED
 BG2409  ______________________________________________________________________
 BG2409  GEOID HEIGHT    -        -27.433 (meters)                     GEOID18
 BG2409  DYNAMIC HEIGHT  -          6.416 (meters)       21.05  (feet) COMP
 BG2409  MODELED GRAVITY -    979,343.6   (mgal)                       NAVD 88
 BG2409
 BG2409  VERT ORDER      -  SECOND    CLASS II
 BG2409
 BG2409.The horizontal coordinates were determined by differentially corrected
 BG2409.hand held GPS observations or other comparable positioning techniques
 BG2409.and have an estimated accuracy of +/- 3 meters.
 BG2409
 BG2409.The orthometric height was determined by differential leveling and
 BG2409.adjusted by the NATIONAL GEODETIC SURVEY
 BG2409.in June 1991.
 BG2409
 BG2409.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2409.GEOID18 height accuracy estimate available here.
 BG2409
 BG2409.Click photographs - Photos may exist for this station.
 BG2409
 BG2409.The dynamic height is computed by dividing the NAVD 88
 BG2409.geopotential number by the normal gravity value computed on the
 BG2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2409.degrees latitude (g = 980.6199 gals.).
 BG2409
 BG2409.The modeled gravity was interpolated from observed gravity values.
 BG2409
 BG2409;                    North         East    Units  Estimated Accuracy
 BG2409;SPC FL N     -   152,284.9     427,955.2     MT  (+/- 3 meters HH1 GPS) 
 BG2409
 BG2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6825059072(NAD 83)
 BG2409
 BG2409                          SUPERSEDED SURVEY CONTROL
 BG2409
 BG2409.No superseded survey control is available for this station.
 BG2409
 BG2409_MARKER: DD = SURVEY DISK
 BG2409_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2409_STAMPING: 60 76 A10 RM NO 1
 BG2409_MARK LOGO: FLDT
 BG2409_PROJECTION: FLUSH
 BG2409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2409
 BG2409  HISTORY     - Date     Condition        Report By
 BG2409  HISTORY     - 1976     MONUMENTED       FLDT
 BG2409  HISTORY     - 1976     GOOD             FLDT
 BG2409
 BG2409                          STATION DESCRIPTION
 BG2409
 BG2409'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2409'13.75 MI E FROM DESTIN.
 BG2409'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2409'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2409'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2409'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2409'BEACH FOR ABOUT 2.4 MILES AND REFERENCE MARK.  WHICH IS SET IN THE TOP
 BG2409'OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BG2409'IT IS 74.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE AND
 BG2409'2.0 FEET SOUTH OF A METAL WITNESS POST.  SECTION 31, T 2S, R20W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2311 ***********************************************************************
 BG2311  DESIGNATION -  60 76 A10 RM 2
 BG2311  PID         -  BG2311
 BG2311  STATE/COUNTY-  FL/WALTON
 BG2311  COUNTRY     -  US
 BG2311  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2311
 BG2311                         *CURRENT SURVEY CONTROL
 BG2311  ______________________________________________________________________
 BG2311* NAD 83(1986) POSITION- 30 21 41.40   (N) 086 17 22.48   (W)   HD_HELD1
 BG2311* NAVD 88 ORTHO HEIGHT -     7.164 (meters)       23.50  (feet) ADJUSTED
 BG2311  ______________________________________________________________________
 BG2311  GEOID HEIGHT    -        -27.433 (meters)                     GEOID18
 BG2311  DYNAMIC HEIGHT  -          7.155 (meters)       23.47  (feet) COMP
 BG2311  MODELED GRAVITY -    979,343.6   (mgal)                       NAVD 88
 BG2311
 BG2311  VERT ORDER      -  SECOND    CLASS II
 BG2311
 BG2311.The horizontal coordinates were determined by differentially corrected
 BG2311.hand held GPS observations or other comparable positioning techniques
 BG2311.and have an estimated accuracy of +/- 3 meters.
 BG2311
 BG2311.The orthometric height was determined by differential leveling and
 BG2311.adjusted by the NATIONAL GEODETIC SURVEY
 BG2311.in June 1991.
 BG2311
 BG2311.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2311.GEOID18 height accuracy estimate available here.
 BG2311
 BG2311.Click photographs - Photos may exist for this station.
 BG2311
 BG2311.The dynamic height is computed by dividing the NAVD 88
 BG2311.geopotential number by the normal gravity value computed on the
 BG2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2311.degrees latitude (g = 980.6199 gals.).
 BG2311
 BG2311.The modeled gravity was interpolated from observed gravity values.
 BG2311
 BG2311;                    North         East    Units  Estimated Accuracy
 BG2311;SPC FL N     -   152,269.5     427,974.5     MT  (+/- 3 meters HH1 GPS) 
 BG2311
 BG2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6826959057(NAD 83)
 BG2311
 BG2311                          SUPERSEDED SURVEY CONTROL
 BG2311
 BG2311.No superseded survey control is available for this station.
 BG2311
 BG2311_MARKER: DD = SURVEY DISK
 BG2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2311_STAMPING: 60 76 A10 RM NO 2
 BG2311_MARK LOGO: FLDT
 BG2311_PROJECTION: RECESSED 8 CENTIMETERS
 BG2311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2311+STABILITY: SURFACE MOTION
 BG2311
 BG2311  HISTORY     - Date     Condition        Report By
 BG2311  HISTORY     - 1976     MONUMENTED       FLDT
 BG2311  HISTORY     - 1976     GOOD             FLDT
 BG2311
 BG2311                          STATION DESCRIPTION
 BG2311
 BG2311'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2311'13.75 MI E FROM DESTIN.
 BG2311'FROM THE U.S. POST OFFICE IN DESTIN GO EAST ON U.S. ROUTE 98 FOR ABOUT
 BG2311'6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON U.S.
 BG2311'ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH ON
 BG2311'STATE ROUTE 187 FOR ABOUT 0.6 MILES TO BEACH, THEN GO EAST ALONG THE
 BG2311'BEACH FOR ABOUT 2.4 MILES AND REFERENCE MARK ON TOP OF A SAND DUNE.
 BG2311'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT
 BG2311'3 INCHES BELOW GROUND.  IT IS 39.0 FEET NORTH-NORTHEAST OF THE SOUTH
 BG2311'EDGE OF THE SAND DUNE AND 2.4 FEET SOUTHWEST OF A METAL WITNESS POST.
 BG2311'SECTION 31, T2S, R20W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2352 ***********************************************************************
 BG2352  DESIGNATION -  60 76 A11
 BG2352  PID         -  BG2352
 BG2352  STATE/COUNTY-  FL/WALTON
 BG2352  COUNTRY     -  US
 BG2352  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2352
 BG2352                         *CURRENT SURVEY CONTROL
 BG2352  ______________________________________________________________________
 BG2352* NAD 83(1990) POSITION- 30 21 30.59370(N) 086 16 34.55794(W)   ADJUSTED
 BG2352* NAVD 88 ORTHO HEIGHT -     7.931 (meters)       26.02  (feet) ADJUSTED
 BG2352  ______________________________________________________________________
 BG2352  GEOID HEIGHT    -        -27.440 (meters)                     GEOID18
 BG2352  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 BG2352  DYNAMIC HEIGHT  -          7.921 (meters)       25.99  (feet) COMP
 BG2352  MODELED GRAVITY -    979,343.0   (mgal)                       NAVD 88
 BG2352
 BG2352  HORZ ORDER      -  SECOND
 BG2352  VERT ORDER      -  SECOND    CLASS II
 BG2352
 BG2352.The horizontal coordinates were established by classical geodetic methods
 BG2352.and adjusted by the National Geodetic Survey in May 1991.
 BG2352
 BG2352.The orthometric height was determined by differential leveling and
 BG2352.adjusted by the NATIONAL GEODETIC SURVEY
 BG2352.in June 1991.
 BG2352
 BG2352.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2352.GEOID18 height accuracy estimate available here.
 BG2352
 BG2352.Click photographs - Photos may exist for this station.
 BG2352
 BG2352.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2352
 BG2352.The dynamic height is computed by dividing the NAVD 88
 BG2352.geopotential number by the normal gravity value computed on the
 BG2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2352.degrees latitude (g = 980.6199 gals.).
 BG2352
 BG2352.The modeled gravity was interpolated from observed gravity values.
 BG2352
 BG2352. The following values were computed from the NAD 83(1990) position.
 BG2352
 BG2352;                    North         East     Units Scale Factor Converg.
 BG2352;SPC FL N     -   151,916.825   429,248.819   MT  0.99995398   -0 53 33.4
 BG2352;SPC FL N     -   498,413.78  1,408,293.83   sFT  0.99995398   -0 53 33.4
 BG2352;UTM  16      - 3,358,732.966   569,551.116   MT  0.99965968   +0 21 56.9
 BG2352
 BG2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2352!SPC FL N     -   1.00000306  x   0.99995398  =   0.99995704
 BG2352!UTM  16      -   1.00000306  x   0.99965968  =   0.99966274
 BG2352
 BG2352:                Primary Azimuth Mark                     Grid Az
 BG2352:SPC FL N     -  60 76 A11 AZ MK                          106 38 34.1
 BG2352:UTM  16      -  60 76 A11 AZ MK                          105 23 03.8
 BG2352
 BG2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6955158732(NAD 83)
 BG2352
 BG2352|---------------------------------------------------------------------|
 BG2352| PID    Reference Object                     Distance      Geod. Az  |
 BG2352|                                                           dddmmss.s |
 BG2352| BG2410 60 76 A11 RM 1                       14.153 METERS 07441     |
 BG2352| BG2453 60 76 A11 AZ MK                     APPROX. 0.6 KM 1054500.7 |
 BG2352| BG2312 60 76 A11 RM 2                       13.785 METERS 28916     |
 BG2352|---------------------------------------------------------------------|
 BG2352
 BG2352                          SUPERSEDED SURVEY CONTROL
 BG2352
 BG2352  NAD 83(1986)-  30 21 30.60861(N)    086 16 34.56646(W) AD(       ) 2
 BG2352  NAD 27      -  30 21 29.89077(N)    086 16 34.76055(W) AD(       ) 2
 BG2352  NGVD 29 (07/19/86)    8.08   (m)           26.5    (f) LEVELING    3  
 BG2352
 BG2352.Superseded values are not recommended for survey control.
 BG2352
 BG2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2352.See file dsdata.pdf to determine how the superseded data were derived.
 BG2352
 BG2352_MARKER: DD = SURVEY DISK
 BG2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2352_STAMPING: 60 76 A11
 BG2352_MARK LOGO: FLDT
 BG2352_PROJECTION: RECESSED 3 CENTIMETERS
 BG2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2352+STABILITY: SURFACE MOTION
 BG2352
 BG2352  HISTORY     - Date     Condition        Report By
 BG2352  HISTORY     - 1976     MONUMENTED       FLDT
 BG2352  HISTORY     - 1976     GOOD             FLDT
 BG2352
 BG2352                          STATION DESCRIPTION
 BG2352
 BG2352'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2352'STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF SANTA ROSA BEACH
 BG2352'AND ABOUT 21 MILES EAST-SOUTHEAST OF FORT WALTON BEACH, ON THE
 BG2352'TOP OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2352'
 BG2352'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2352'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY
 BG2352'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 4.15 MILES TO STATE
 BG2352'ROUTE 187 RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO BEACH,
 BG2352'(FROM THIS POINT ON, A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO
 BG2352'CONTINUE TO STATION).  TURN LEFT AND GO EAST-SOUTHEAST ALONG
 BG2352'THE BEACH FOR 3.25 MILES TO STATION ON THE LEFT.
 BG2352'
 BG2352'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2352'RESOURCES BRASS DISK, STAMPED 60 76 ALL, SET IN THE TOP OF A
 BG2352'ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND.  IT IS
 BG2352'2.6 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 20.0 FEET
 BG2352'NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNE.
 BG2352'
 BG2352'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2352'TRANSPORTATION BRASS DISK, STAMPED 60 76 ALL RM NO 1, SET IN
 BG2352'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH
 BG2352'BELOW THE GROUND.  IT IS 2.0 FEET SOUTH-SOUTHWEST OF A METAL
 BG2352'WITNESS POST AND 42 FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND
 BG2352'DUNE.
 BG2352'
 BG2352'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2352'TRANSPORTATION BRASS DISK, STAMPED 60 76 ALL RM NO 2, SET IN THE
 BG2352'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2352'BELOW THE GROUND.  IT IS 2.0 FEET SOUTH-SOUTHWEST OF A METAL
 BG2352'WITNESS POST AND 22.0 FEET NORTH-NORTHEAST OF SOUTH EDGE OF
 BG2352'SAND DUNE.
 BG2352'
 BG2352'TO REACH AZIMUTH MARK CONTINUE EAST-SOUTHEAST ALONG BEACH FOR
 BG2352'0.4 MILE TO AZIMUTH MARK ON THE LEFT.  IT IS A STANDARD FLORIDA,
 BG2352'DEPARTMENT OF TRANSPORTATION BRASS DISK, STAMPED 60 76 ALL AZ MK,
 BG2352'SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS
 BG2352'2 INCHES BELOW THE GROUND.  IT IS 1.7 FEET SOUTH-SOUTHWEST OF
 BG2352'A METAL WITNESS POST AND 31 FEET NORTH-NORTHEAST OF SOUTH EDGE
 BG2352'OF SAND DUNE.
 BG2352
 BG2352                          STATION RECOVERY (1976)
 BG2352
 BG2352'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2352'14.6 MI E FROM DESTIN.
 BG2352'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2352'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2352'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2352'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2352'BEACH FOR ABOUT 3.25 MILES AND STATION ON TOP OF A SAND DUNE. WHICH IS
 BG2352'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 1 INCH BELOW GROUND. IT IS
 BG2352'20.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE AND 2.6
 BG2352'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST. SECTION 5, T 3S, R20W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2453 ***********************************************************************
 BG2453  DESIGNATION -  60 76 A11 AZ MK
 BG2453  PID         -  BG2453
 BG2453  STATE/COUNTY-  FL/WALTON
 BG2453  COUNTRY     -  US
 BG2453  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2453
 BG2453                         *CURRENT SURVEY CONTROL
 BG2453  ______________________________________________________________________
 BG2453* NAD 83(1990) POSITION- 30 21 25.24873(N) 086 16 12.70683(W)   NO CHECK
 BG2453* NAVD 88 ORTHO HEIGHT -     7.429 (meters)       24.37  (feet) ADJUSTED
 BG2453  ______________________________________________________________________
 BG2453  GEOID HEIGHT    -        -27.444 (meters)                     GEOID18
 BG2453  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 BG2453  DYNAMIC HEIGHT  -          7.420 (meters)       24.34  (feet) COMP
 BG2453  MODELED GRAVITY -    979,342.8   (mgal)                       NAVD 88
 BG2453
 BG2453  HORZ ORDER      -  THIRD
 BG2453  VERT ORDER      -  SECOND    CLASS II
 BG2453
 BG2453.The horizontal coordinates were established by classical geodetic methods
 BG2453.and adjusted by the National Geodetic Survey in May 1991.
 BG2453
 BG2453.No horizontal observational check was made to the station.
 BG2453
 BG2453.The orthometric height was determined by differential leveling and
 BG2453.adjusted by the NATIONAL GEODETIC SURVEY
 BG2453.in June 1991.
 BG2453
 BG2453.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2453.GEOID18 height accuracy estimate available here.
 BG2453
 BG2453.Click photographs - Photos may exist for this station.
 BG2453
 BG2453.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2453
 BG2453.The dynamic height is computed by dividing the NAVD 88
 BG2453.geopotential number by the normal gravity value computed on the
 BG2453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2453.degrees latitude (g = 980.6199 gals.).
 BG2453
 BG2453.The modeled gravity was interpolated from observed gravity values.
 BG2453
 BG2453. The following values were computed from the NAD 83(1990) position.
 BG2453
 BG2453;                    North         East     Units Scale Factor Converg.
 BG2453;SPC FL N     -   151,743.185   429,829.698   MT  0.99995389   -0 53 22.5
 BG2453;SPC FL N     -   497,844.10  1,410,199.60   sFT  0.99995389   -0 53 22.5
 BG2453;UTM  16      - 3,358,572.172   570,135.497   MT  0.99966068   +0 22 07.9
 BG2453
 BG2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2453!SPC FL N     -   1.00000314  x   0.99995389  =   0.99995703
 BG2453!UTM  16      -   1.00000314  x   0.99966068  =   0.99966382
 BG2453
 BG2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7013558572(NAD 83)
 BG2453
 BG2453                          SUPERSEDED SURVEY CONTROL
 BG2453
 BG2453  NAD 83(1986)-  30 21 25.26358(N)    086 16 12.71537(W) AD(       ) 3
 BG2453  NAD 27      -  30 21 24.54565(N)    086 16 12.91010(W) AD(       ) 3
 BG2453  NGVD 29 (07/19/86)    7.58   (m)           24.9    (f) LEVELING    3  
 BG2453
 BG2453.Superseded values are not recommended for survey control.
 BG2453
 BG2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2453.See file dsdata.pdf to determine how the superseded data were derived.
 BG2453
 BG2453_MARKER: DD = SURVEY DISK
 BG2453_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2453_STAMPING: 60 76 A11 AZ MK
 BG2453_MARK LOGO: FLDT
 BG2453_PROJECTION: RECESSED 5 CENTIMETERS
 BG2453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2453
 BG2453  HISTORY     - Date     Condition        Report By
 BG2453  HISTORY     - 1976     MONUMENTED       FLDT
 BG2453  HISTORY     - 1976     GOOD             FLDT
 BG2453
 BG2453                          STATION DESCRIPTION
 BG2453
 BG2453'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2453'MARK IS A STANDARD FLORIDA DEPT. OF TRANSPORTATION BRASS DISK,
 BG2453'STAMPED 60 76 A11 AZ MK, SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 BG2453'MONUMENT THAT IS 2 INCHES BELOW GROUND.  IT IS 1.7 FEET
 BG2453'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 31 FEET
 BG2453'NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNE.
 BG2453'
 BG2453'TO REACH STATION FROM THE POST OFFICE IN DESTIN.  GO EAST ON
 BG2453'U.S. ROUTE 98 FOR 6.6 MILES TO OKALOOSA-WALTON COUNTY
 BG2453'LINE.  CONTINUE EAST ON U.S. ROUTE 98 FOR 4.15 MILES TO STATE
 BG2453'ROUTE 187 RIGHT.  TURN RIGHT AND GO SOUTH FOR 0.6 MILE TO BEACH,
 BG2453'(FROM THIS POINT ON, A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO
 BG2453'CONTINUE TO STATION).  TURN LEFT AND GO EAST-SOUTHEAST ALONG
 BG2453'THE BEACH FOR 3.25 MILES TO 60 76 A11 ON THE LEFT.
 BG2453'CONTINUE EAST-SOUTHEAST ALONG BEACH FOR 0.4 MILE
 BG2453'TO STATION ON THE LEFT.
 BG2453
 BG2453                          STATION RECOVERY (1976)
 BG2453
 BG2453'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2453'15.0 MI E FROM DESTIN.
 BG2453'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2453'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2453'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2453'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2453'BEACH FOR ABOUT 3.65 MILES AND AZIMUTH MARK ON TOP OF SAND DUNE. WHICH
 BG2453'IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2
 BG2453'INCHES BELOW GROUND.  IT IS 31.0 FEET NORTH-NORTHEAST OF THE SOUTH
 BG2453'EDGE OF THE SAND DUNE AND 1.7 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BG2453'POST.  SECTION 5, T 3S, R 20W.  NOTE-- AZIMUTH MARK IS 0.38 MILE EAST
 BG2453'OF 60 76 A11.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2410 ***********************************************************************
 BG2410  DESIGNATION -  60 76 A11 RM 1
 BG2410  PID         -  BG2410
 BG2410  STATE/COUNTY-  FL/WALTON
 BG2410  COUNTRY     -  US
 BG2410  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2410
 BG2410                         *CURRENT SURVEY CONTROL
 BG2410  ______________________________________________________________________
 BG2410* NAD 83(1986) POSITION- 30 21 30.72   (N) 086 16 34.05   (W)   HD_HELD1
 BG2410* NAVD 88 ORTHO HEIGHT -     7.048 (meters)       23.12  (feet) ADJUSTED
 BG2410  ______________________________________________________________________
 BG2410  GEOID HEIGHT    -        -27.440 (meters)                     GEOID18
 BG2410  DYNAMIC HEIGHT  -          7.039 (meters)       23.09  (feet) COMP
 BG2410  MODELED GRAVITY -    979,343.0   (mgal)                       NAVD 88
 BG2410
 BG2410  VERT ORDER      -  SECOND    CLASS II
 BG2410
 BG2410.The horizontal coordinates were determined by differentially corrected
 BG2410.hand held GPS observations or other comparable positioning techniques
 BG2410.and have an estimated accuracy of +/- 3 meters.
 BG2410
 BG2410.The orthometric height was determined by differential leveling and
 BG2410.adjusted by the NATIONAL GEODETIC SURVEY
 BG2410.in June 1991.
 BG2410
 BG2410.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2410.GEOID18 height accuracy estimate available here.
 BG2410
 BG2410.Click photographs - Photos may exist for this station.
 BG2410
 BG2410.The dynamic height is computed by dividing the NAVD 88
 BG2410.geopotential number by the normal gravity value computed on the
 BG2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2410.degrees latitude (g = 980.6199 gals.).
 BG2410
 BG2410.The modeled gravity was interpolated from observed gravity values.
 BG2410
 BG2410;                    North         East    Units  Estimated Accuracy
 BG2410;SPC FL N     -   151,920.5     429,262.4     MT  (+/- 3 meters HH1 GPS) 
 BG2410
 BG2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6956458736(NAD 83)
 BG2410
 BG2410                          SUPERSEDED SURVEY CONTROL
 BG2410
 BG2410.No superseded survey control is available for this station.
 BG2410
 BG2410_MARKER: DD = SURVEY DISK
 BG2410_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2410_STAMPING: 60 76 A11 RM NO 1
 BG2410_MARK LOGO: FLDT
 BG2410_PROJECTION: RECESSED 3 CENTIMETERS
 BG2410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2410
 BG2410  HISTORY     - Date     Condition        Report By
 BG2410  HISTORY     - 1976     MONUMENTED       FLDT
 BG2410  HISTORY     - 1976     GOOD             FLDT
 BG2410
 BG2410                          STATION DESCRIPTION
 BG2410
 BG2410'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2410'14.6 MI E FROM DESTIN.
 BG2410'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2410'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2410'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2410'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2410'BEACH FOR ABOUT 3.25 MILES AND REFERENCE MARK ON TOP OF A SAND DUNE.
 BG2410'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT
 BG2410'1 INCH BELOW GROUND.  IT IS 42.0 FEET NORTH-NORTHEAST OF THE SOUTH
 BG2410'EDGE OF THE SAND DUNE AND 2.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BG2410'POST.  SECTION 5, T 3S, R20W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2312 ***********************************************************************
 BG2312  DESIGNATION -  60 76 A11 RM 2
 BG2312  PID         -  BG2312
 BG2312  STATE/COUNTY-  FL/WALTON
 BG2312  COUNTRY     -  US
 BG2312  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2312
 BG2312                         *CURRENT SURVEY CONTROL
 BG2312  ______________________________________________________________________
 BG2312* NAD 83(1986) POSITION- 30 21 30.74   (N) 086 16 35.05   (W)   HD_HELD1
 BG2312* NAVD 88 ORTHO HEIGHT -     7.505 (meters)       24.62  (feet) ADJUSTED
 BG2312  ______________________________________________________________________
 BG2312  GEOID HEIGHT    -        -27.440 (meters)                     GEOID18
 BG2312  DYNAMIC HEIGHT  -          7.495 (meters)       24.59  (feet) COMP
 BG2312  MODELED GRAVITY -    979,343.0   (mgal)                       NAVD 88
 BG2312
 BG2312  VERT ORDER      -  SECOND    CLASS II
 BG2312
 BG2312.The horizontal coordinates were determined by differentially corrected
 BG2312.hand held GPS observations or other comparable positioning techniques
 BG2312.and have an estimated accuracy of +/- 3 meters.
 BG2312
 BG2312.The orthometric height was determined by differential leveling and
 BG2312.adjusted by the NATIONAL GEODETIC SURVEY
 BG2312.in June 1991.
 BG2312
 BG2312.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2312.GEOID18 height accuracy estimate available here.
 BG2312
 BG2312.Click photographs - Photos may exist for this station.
 BG2312
 BG2312.The dynamic height is computed by dividing the NAVD 88
 BG2312.geopotential number by the normal gravity value computed on the
 BG2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2312.degrees latitude (g = 980.6199 gals.).
 BG2312
 BG2312.The modeled gravity was interpolated from observed gravity values.
 BG2312
 BG2312;                    North         East    Units  Estimated Accuracy
 BG2312;SPC FL N     -   151,921.5     429,235.8     MT  (+/- 3 meters HH1 GPS) 
 BG2312
 BG2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU6953758737(NAD 83)
 BG2312
 BG2312                          SUPERSEDED SURVEY CONTROL
 BG2312
 BG2312.No superseded survey control is available for this station.
 BG2312
 BG2312_MARKER: DD = SURVEY DISK
 BG2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2312_STAMPING: 60 76 A11 RM NO 2
 BG2312_MARK LOGO: FLDT
 BG2312_PROJECTION: RECESSED 5 CENTIMETERS
 BG2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2312+STABILITY: SURFACE MOTION
 BG2312
 BG2312  HISTORY     - Date     Condition        Report By
 BG2312  HISTORY     - 1976     MONUMENTED       FLDT
 BG2312  HISTORY     - 1976     GOOD             FLDT
 BG2312
 BG2312                          STATION DESCRIPTION
 BG2312
 BG2312'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2312'14.6 MI E FROM DESTIN.
 BG2312'FROM THE U.S. POST OFFICE IN DESTIN.  GO EAST ON U.S. ROUTE 98 FOR
 BG2312'ABOUT 6.6 MILES TO THE OKALOOSA-WALTON COUNTY LINE.  CONTINUE EAST ON
 BG2312'U.S. ROUTE 98 FOR ABOUT 4.15 MILES TO STATE ROUTE 187, THEN GO SOUTH
 BG2312'ON STATE ROUTE 187 FOR ABOUT 0.6 MILE TO BEACH, THEN GO EAST ALONG THE
 BG2312'BEACH FOR ABOUT 3.25 MILES AND REFERENCE MARK ON TOP OF A SAND DUNE.
 BG2312'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT
 BG2312'2 INCHES BELOW GROUND.  IT IS 22.0 FEET NORTH-NORTHEAST OF THE SOUTH
 BG2312'EDGE OF THE SAND DUNE AND 2.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BG2312'POST.  SECTION 5, T 3S, R 20W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2353 ***********************************************************************
 BG2353  DESIGNATION -  60 76 A12
 BG2353  PID         -  BG2353
 BG2353  STATE/COUNTY-  FL/WALTON
 BG2353  COUNTRY     -  US
 BG2353  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2353
 BG2353                         *CURRENT SURVEY CONTROL
 BG2353  ______________________________________________________________________
 BG2353* NAD 83(1990) POSITION- 30 21 18.36747(N) 086 15 34.49017(W)   ADJUSTED
 BG2353* NAVD 88 ORTHO HEIGHT -    13.686 (meters)       44.90  (feet) ADJUSTED
 BG2353  ______________________________________________________________________
 BG2353  GEOID HEIGHT    -        -27.450 (meters)                     GEOID18
 BG2353  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 BG2353  DYNAMIC HEIGHT  -         13.668 (meters)       44.84  (feet) COMP
 BG2353  MODELED GRAVITY -    979,342.3   (mgal)                       NAVD 88
 BG2353
 BG2353  HORZ ORDER      -  SECOND
 BG2353  VERT ORDER      -  SECOND    CLASS II
 BG2353
 BG2353.The horizontal coordinates were established by classical geodetic methods
 BG2353.and adjusted by the National Geodetic Survey in May 1991.
 BG2353
 BG2353.The orthometric height was determined by differential leveling and
 BG2353.adjusted by the NATIONAL GEODETIC SURVEY
 BG2353.in June 1991.
 BG2353
 BG2353.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2353.GEOID18 height accuracy estimate available here.
 BG2353
 BG2353.Click photographs - Photos may exist for this station.
 BG2353
 BG2353.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2353
 BG2353.The dynamic height is computed by dividing the NAVD 88
 BG2353.geopotential number by the normal gravity value computed on the
 BG2353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2353.degrees latitude (g = 980.6199 gals.).
 BG2353
 BG2353.The modeled gravity was interpolated from observed gravity values.
 BG2353
 BG2353. The following values were computed from the NAD 83(1990) position.
 BG2353
 BG2353;                    North         East     Units Scale Factor Converg.
 BG2353;SPC FL N     -   151,515.521   430,846.845   MT  0.99995378   -0 53 03.2
 BG2353;SPC FL N     -   497,097.17  1,413,536.69   sFT  0.99995378   -0 53 03.2
 BG2353;UTM  16      - 3,358,366.962   571,157.100   MT  0.99966246   +0 22 27.1
 BG2353
 BG2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2353!SPC FL N     -   1.00000216  x   0.99995378  =   0.99995594
 BG2353!UTM  16      -   1.00000216  x   0.99966246  =   0.99966462
 BG2353
 BG2353:                Primary Azimuth Mark                     Grid Az
 BG2353:SPC FL N     -  60 76 A11                                284 05 48.8
 BG2353:UTM  16      -  60 76 A11                                282 50 18.5
 BG2353
 BG2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7115758366(NAD 83)
 BG2353
 BG2353|---------------------------------------------------------------------|
 BG2353| PID    Reference Object                     Distance      Geod. Az  |
 BG2353|                                                           dddmmss.s |
 BG2353| BG2411 60 76 A12 RM 1                       11.252 METERS 20418     |
 BG2353| BG2352 60 76 A11                           APPROX. 1.6 KM 2831245.6 |
 BG2353| BG2313 60 76 A12 RM 2                       13.133 METERS 30021     |
 BG2353|---------------------------------------------------------------------|
 BG2353
 BG2353                          SUPERSEDED SURVEY CONTROL
 BG2353
 BG2353  NAD 83(1986)-  30 21 18.38221(N)    086 15 34.49872(W) AD(       ) 2
 BG2353  NAD 27      -  30 21 17.66378(N)    086 15 34.69366(W) AD(       ) 2
 BG2353  NGVD 29 (07/19/86)   13.84   (m)           45.4    (f) LEVELING    3  
 BG2353
 BG2353.Superseded values are not recommended for survey control.
 BG2353
 BG2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2353.See file dsdata.pdf to determine how the superseded data were derived.
 BG2353
 BG2353_MARKER: DD = SURVEY DISK
 BG2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2353_STAMPING: 60 76 A12
 BG2353_MARK LOGO: FLDT
 BG2353_PROJECTION: RECESSED 3 CENTIMETERS
 BG2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2353+STABILITY: SURFACE MOTION
 BG2353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2353+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2011
 BG2353
 BG2353  HISTORY     - Date     Condition        Report By
 BG2353  HISTORY     - 1976     MONUMENTED       FLDT
 BG2353  HISTORY     - 1976     GOOD             FLDT
 BG2353  HISTORY     - 1990     GOOD             USPSQD
 BG2353  HISTORY     - 20111101 GOOD             GCT
 BG2353
 BG2353                          STATION DESCRIPTION
 BG2353
 BG2353'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2353'THE STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF SANTA ROSA BEACH
 BG2353'AND ABOUT 15 MILES EAST-SOUTHEAST OF DESTIN ON THE CREST OF A HILL, ON
 BG2353'THE SOUTH SIDE OF A PAVED ROAD.
 BG2353'
 BG2353'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2353'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO WEST-NORTH
 BG2353'WEST ON STATE ROUTE 30A FOR 7.1 MILES TO STATE ROUTE 393.  CONTINUE
 BG2353'WEST-NORTHWEST ON STATE ROUTE 30A FOR 1.7 MILES TO A PAVED ROAD LEFT.
 BG2353'TURN LEFT AND GO WEST ON PAVED ROAD FOR 0.15 MILE TO STATION ON THE
 BG2353'LEFT.
 BG2353'
 BG2353'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL RESOURCES
 BG2353'BRASS DISK, STAMPED 60 76 A12, SET IN THE TOP OF A ROUND CONCRETE
 BG2353'MONUMENT THAT IS 1 INCH BELOW THE GROUND.  IT IS 1.9 FEET
 BG2353'NORTH-NORTHEAST OF A METAL WITNESS POST, 30.0 FEET SOUTH-SOUTHWEST OF
 BG2353'CENTER OF A PAVED ROAD, 32.7 FEET EAST OF A POWER POLE AND 119.5 FEET
 BG2353'SOUTH-SOUTHWEST OF SOUTHEAST CORNER OF A BRICK HOUSE.
 BG2353'
 BG2353'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2353'TRANSPORTATION BRASS DISK, STAMPED 60 76 A12 RM NO 1, SET IN THE TOP
 BG2353'OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE
 BG2353'GROUND.  IT IS 1.7 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, 41.0
 BG2353'FEET SOUTH OF A POWER POLE AND 67.0 FEET SOUTH-SOUTHWEST OF CENTER OF
 BG2353'PAVED ROAD.
 BG2353'
 BG2353'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2353'TRANSPORTATION BRASS DISK, STAMPED 60 76 A12 RM NO 2, SET IN THE TOP
 BG2353'OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE
 BG2353'GROUND.  IT IS 1.7 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, 18.3
 BG2353'FEET NORTH OF A POWER POLE AND 20.0 FEET SOUTH-SOUTHWEST OF CENTER OF
 BG2353'A PAVED ROAD.
 BG2353
 BG2353                          STATION RECOVERY (1976)
 BG2353
 BG2353'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2353'8.95 MI NW FROM SEAGROVE BEACH.
 BG2353'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2353'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2353'FOR ABOUT 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON
 BG2353'STATE ROUTE 30A FOR ABOUT 1.7 MILES TO A PAVED ROAD WEST, THEN GO WEST
 BG2353'ON THE PAVED ROAD FOR ABOUT 0.15 MILE AND STATION.  WHICH IS SET IN
 BG2353'THE TOP OF A ROUND CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS 119.5
 BG2353'FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK HOUSE, 32.7
 BG2353'FEET EAST OF A POWER POLE, 30.0 FEET SOUTH SOUTHWEST OF CENTER OF THE
 BG2353'PAVED ROAD AND 1.9 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 BG2353'SECTION 4, T 3S, R20W.
 BG2353
 BG2353                          STATION RECOVERY (1990)
 BG2353
 BG2353'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2353'RECOVERED IN GOOD CONDITION.
 BG2353
 BG2353                          STATION RECOVERY (2011)
 BG2353
 BG2353'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2011 (HWW)
 BG2353'FOUND AS DESCRIBED.  OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2411 ***********************************************************************
 BG2411  DESIGNATION -  60 76 A12 RM 1
 BG2411  PID         -  BG2411
 BG2411  STATE/COUNTY-  FL/WALTON
 BG2411  COUNTRY     -  US
 BG2411  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2411
 BG2411                         *CURRENT SURVEY CONTROL
 BG2411  ______________________________________________________________________
 BG2411* NAD 83(1986) POSITION- 30 21 18.03   (N) 086 15 34.66   (W)   HD_HELD1
 BG2411* NAVD 88 ORTHO HEIGHT -    13.548 (meters)       44.45  (feet) ADJUSTED
 BG2411  ______________________________________________________________________
 BG2411  GEOID HEIGHT    -        -27.450 (meters)                     GEOID18
 BG2411  DYNAMIC HEIGHT  -         13.530 (meters)       44.39  (feet) COMP
 BG2411  MODELED GRAVITY -    979,342.3   (mgal)                       NAVD 88
 BG2411
 BG2411  VERT ORDER      -  SECOND    CLASS II
 BG2411
 BG2411.The horizontal coordinates were determined by differentially corrected
 BG2411.hand held GPS observations or other comparable positioning techniques
 BG2411.and have an estimated accuracy of +/- 3 meters.
 BG2411
 BG2411.The orthometric height was determined by differential leveling and
 BG2411.adjusted by the NATIONAL GEODETIC SURVEY
 BG2411.in June 1991.
 BG2411
 BG2411.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2411.GEOID18 height accuracy estimate available here.
 BG2411
 BG2411.Click photographs - Photos may exist for this station.
 BG2411
 BG2411.The dynamic height is computed by dividing the NAVD 88
 BG2411.geopotential number by the normal gravity value computed on the
 BG2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2411.degrees latitude (g = 980.6199 gals.).
 BG2411
 BG2411.The modeled gravity was interpolated from observed gravity values.
 BG2411
 BG2411;                    North         East    Units  Estimated Accuracy
 BG2411;SPC FL N     -   151,505.2     430,842.2     MT  (+/- 3 meters HH1 GPS) 
 BG2411
 BG2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7115258356(NAD 83)
 BG2411
 BG2411                          SUPERSEDED SURVEY CONTROL
 BG2411
 BG2411.No superseded survey control is available for this station.
 BG2411
 BG2411_MARKER: DD = SURVEY DISK
 BG2411_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2411_STAMPING: 60 76 A 12 RM NO1
 BG2411_MARK LOGO: FLDT
 BG2411_PROJECTION: RECESSED 5 CENTIMETERS
 BG2411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2411
 BG2411  HISTORY     - Date     Condition        Report By
 BG2411  HISTORY     - 1976     MONUMENTED       FLDT
 BG2411  HISTORY     - 1976     GOOD             FLDT
 BG2411
 BG2411                          STATION DESCRIPTION
 BG2411
 BG2411'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2411'8.95 MI NW FROM SEAGROVE BEACH.
 BG2411'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2411'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2411'FOR ABOUT 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON
 BG2411'STATE ROUTE 30A FOR ABOUT 1.7 MILES TO A PAVED ROAD WEST, THEN GO WEST
 BG2411'ON THE PAVED ROAD FOR ABOUT 0.15 MILE AND REFERENCE MARK.  WHICH IS
 BG2411'SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 BG2411'BELOW GROUND.  IT IS 67.0 FEET SOUTH-SOUTHWEST OF CENTER OF A THE
 BG2411'PAVED ROAD, 41.0 FEET SOUTH OF A POWER POLE AND 1.7 FEET
 BG2411'NORTH-NORTHEAST OF A METAL WITNESS POST.  SECTION 4, T3S, R20W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2313 ***********************************************************************
 BG2313  DESIGNATION -  60 76 A12 RM 2
 BG2313  PID         -  BG2313
 BG2313  STATE/COUNTY-  FL/WALTON
 BG2313  COUNTRY     -  US
 BG2313  USGS QUAD   -  MIRAMAR BEACH (2018)
 BG2313
 BG2313                         *CURRENT SURVEY CONTROL
 BG2313  ______________________________________________________________________
 BG2313* NAD 83(1986) POSITION- 30 21 18.58   (N) 086 15 34.91   (W)   HD_HELD1
 BG2313* NAVD 88 ORTHO HEIGHT -    12.894 (meters)       42.30  (feet) ADJUSTED
 BG2313  ______________________________________________________________________
 BG2313  GEOID HEIGHT    -        -27.450 (meters)                     GEOID18
 BG2313  DYNAMIC HEIGHT  -         12.877 (meters)       42.25  (feet) COMP
 BG2313  MODELED GRAVITY -    979,342.3   (mgal)                       NAVD 88
 BG2313
 BG2313  VERT ORDER      -  SECOND    CLASS II
 BG2313
 BG2313.The horizontal coordinates were determined by differentially corrected
 BG2313.hand held GPS observations or other comparable positioning techniques
 BG2313.and have an estimated accuracy of +/- 3 meters.
 BG2313
 BG2313.The orthometric height was determined by differential leveling and
 BG2313.adjusted by the NATIONAL GEODETIC SURVEY
 BG2313.in June 1991.
 BG2313
 BG2313.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2313.GEOID18 height accuracy estimate available here.
 BG2313
 BG2313.Click photographs - Photos may exist for this station.
 BG2313
 BG2313.The dynamic height is computed by dividing the NAVD 88
 BG2313.geopotential number by the normal gravity value computed on the
 BG2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2313.degrees latitude (g = 980.6199 gals.).
 BG2313
 BG2313.The modeled gravity was interpolated from observed gravity values.
 BG2313
 BG2313;                    North         East    Units  Estimated Accuracy
 BG2313;SPC FL N     -   151,522.2     430,835.7     MT  (+/- 3 meters HH1 GPS) 
 BG2313
 BG2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7114558373(NAD 83)
 BG2313
 BG2313                          SUPERSEDED SURVEY CONTROL
 BG2313
 BG2313.No superseded survey control is available for this station.
 BG2313
 BG2313_MARKER: DD = SURVEY DISK
 BG2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2313_STAMPING: 60 76 A12 RM NO 2
 BG2313_MARK LOGO: FLDT
 BG2313_PROJECTION: RECESSED 5 CENTIMETERS
 BG2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2313+STABILITY: SURFACE MOTION
 BG2313
 BG2313  HISTORY     - Date     Condition        Report By
 BG2313  HISTORY     - 1976     MONUMENTED       FLDT
 BG2313  HISTORY     - 1976     GOOD             FLDT
 BG2313  HISTORY     - 1990     GOOD             USPSQD
 BG2313
 BG2313                          STATION DESCRIPTION
 BG2313
 BG2313'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2313'8.95 MI NW FROM SEAGROVE BEACH.
 BG2313'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2313'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2313'FOR 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON STATE
 BG2313'ROUTE 30A FOR ABOUT 1.7 MILES TO A PAVED ROAD WEST, THEN GO WEST ON
 BG2313'THE PAVED ROAD FOR ABOUT 0.15 MILE AND REFERENCE MARK.  WHICH IS SET
 BG2313'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 BG2313'BELOW GROUND.  IT IS 20.0 FEET SOUTH-SOUTHWEST OF CENTER OF THE PAVED
 BG2313'ROAD, 18.3 FEET NORTH OF A POWER POLE AND 1.7 FEET NORTH-NORTHEAST OF
 BG2313'A METAL WITNESS POST.  SECTION 4, T3S, R20W.  NOTE-- ALSO 15.5 MILES
 BG2313'EAST OF DESTIN.
 BG2313
 BG2313                          STATION RECOVERY (1990)
 BG2313
 BG2313'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2313'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2354 ***********************************************************************
 BG2354  DESIGNATION -  60 76 A13
 BG2354  PID         -  BG2354
 BG2354  STATE/COUNTY-  FL/WALTON
 BG2354  COUNTRY     -  US
 BG2354  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2354
 BG2354                         *CURRENT SURVEY CONTROL
 BG2354  ______________________________________________________________________
 BG2354* NAD 83(1990) POSITION- 30 21 04.02109(N) 086 14 41.19428(W)   ADJUSTED
 BG2354* NAVD 88 ORTHO HEIGHT -     2.550 (meters)        8.37  (feet) ADJUSTED
 BG2354  ______________________________________________________________________
 BG2354  GEOID HEIGHT    -        -27.458 (meters)                     GEOID18
 BG2354  LAPLACE CORR    -         -0.90  (seconds)                    DEFLEC18
 BG2354  DYNAMIC HEIGHT  -          2.547 (meters)        8.36  (feet) COMP
 BG2354  MODELED GRAVITY -    979,341.6   (mgal)                       NAVD 88
 BG2354
 BG2354  HORZ ORDER      -  SECOND
 BG2354  VERT ORDER      -  SECOND    CLASS II
 BG2354
 BG2354.The horizontal coordinates were established by classical geodetic methods
 BG2354.and adjusted by the National Geodetic Survey in May 1991.
 BG2354
 BG2354.The orthometric height was determined by differential leveling and
 BG2354.adjusted by the NATIONAL GEODETIC SURVEY
 BG2354.in June 1991.
 BG2354
 BG2354.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2354.GEOID18 height accuracy estimate available here.
 BG2354
 BG2354.Click photographs - Photos may exist for this station.
 BG2354
 BG2354.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2354
 BG2354.The dynamic height is computed by dividing the NAVD 88
 BG2354.geopotential number by the normal gravity value computed on the
 BG2354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2354.degrees latitude (g = 980.6199 gals.).
 BG2354
 BG2354.The modeled gravity was interpolated from observed gravity values.
 BG2354
 BG2354. The following values were computed from the NAD 83(1990) position.
 BG2354
 BG2354;                    North         East     Units Scale Factor Converg.
 BG2354;SPC FL N     -   151,051.940   432,263.161   MT  0.99995356   -0 52 36.5
 BG2354;SPC FL N     -   495,576.24  1,418,183.39   sFT  0.99995356   -0 52 36.5
 BG2354;UTM  16      - 3,357,934.722   572,582.842   MT  0.99966499   +0 22 53.9
 BG2354
 BG2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2354!SPC FL N     -   1.00000391  x   0.99995356  =   0.99995747
 BG2354!UTM  16      -   1.00000391  x   0.99966499  =   0.99966890
 BG2354
 BG2354:                Primary Azimuth Mark                     Grid Az
 BG2354:SPC FL N     -  60 76 A12                                288 07 26.7
 BG2354:UTM  16      -  60 76 A12                                286 51 56.3
 BG2354
 BG2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7258257934(NAD 83)
 BG2354
 BG2354|---------------------------------------------------------------------|
 BG2354| PID    Reference Object                     Distance      Geod. Az  |
 BG2354|                                                           dddmmss.s |
 BG2354| BG2412 60 76 A13 RM 1                       12.728 METERS 12457     |
 BG2354| BG2314 60 76 A13 RM 2                       10.561 METERS 26819     |
 BG2354| BG2353 60 76 A12                           APPROX. 1.5 KM 2871450.2 |
 BG2354| BG2444 THOMPSON RESET                      365.236 METERS 34144     |
 BG2354|---------------------------------------------------------------------|
 BG2354
 BG2354                          SUPERSEDED SURVEY CONTROL
 BG2354
 BG2354  NAD 83(1986)-  30 21 04.03570(N)    086 14 41.20287(W) AD(       ) 2
 BG2354  NAD 27      -  30 21 03.31612(N)    086 14 41.39864(W) AD(       ) 2
 BG2354  NGVD 29 (07/19/86)    2.70   (m)            8.9    (f) LEVELING    3  
 BG2354
 BG2354.Superseded values are not recommended for survey control.
 BG2354
 BG2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2354.See file dsdata.pdf to determine how the superseded data were derived.
 BG2354
 BG2354_MARKER: DD = SURVEY DISK
 BG2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2354_STAMPING: 60 76 A13
 BG2354_MARK LOGO: FLDT
 BG2354_PROJECTION: RECESSED 15 CENTIMETERS
 BG2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2354+STABILITY: SURFACE MOTION
 BG2354
 BG2354  HISTORY     - Date     Condition        Report By
 BG2354  HISTORY     - 1976     MONUMENTED       FLDT
 BG2354  HISTORY     - 1976     GOOD             FLDT
 BG2354  HISTORY     - 1990     GOOD             USPSQD
 BG2354  HISTORY     - 19970104 MARK NOT FOUND   USPSQD
 BG2354
 BG2354                          STATION DESCRIPTION
 BG2354
 BG2354'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2354'STATION IS LOCATED ABOUT 2 MILES SOUTHWEST OF SANTA ROSA BEACH
 BG2354'AND ABOUT 16 MILES EAST-SOUTHEAST OF DESTIN, ON THE SOUTH SIDE
 BG2354'OF STATE ROUTE 30A.
 BG2354'
 BG2354'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2354'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2354'WEST-SOUTHWEST ON STATE ROUTE 30A FOR 7.1 MILES TO STATE ROUTE
 BG2354'393.  CONTINUE WEST-NORTHWEST ON STATE ROUTE 30A FOR 0.95 MILE
 BG2354'TO STATION ON THE LEFT.
 BG2354'
 BG2354'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2354'RESOURCES BRASS DISK, STAMPED 60 76 A13, SET IN THE TOP OF A
 BG2354'ROUND CONCRETE MONUMENT THAT IS 6 INCH BELOW THE GROUND.  IT IS
 BG2354'2.9 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, 20.7 FEET
 BG2354'SOUTH-SOUTHEAST OF CENTERLINE OF STATE ROUTE 30A, 48.0 FEET
 BG2354'EAST-SOUTHEAST OF CENTER OF A PRIVATE DRIVE AND 85.0 FEET
 BG2354'NORTHEAST OF NORTHEAST CORNER OF A 2 STORY BLOCK HOUSE.
 BG2354'
 BG2354'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2354'TRANSPORTATION BRASS DISK, STAMPED 60 76 A13 RM NO 1, SET IN
 BG2354'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 6 INCHES
 BG2354'BELOW THE GROUND.  IT IS 2.1 FEET NORTH-NORTHEAST OF A METAL
 BG2354'WITNESS POST AND 34.0 FEET SOUTH-SOUTHWEST OF CENTERLINE OF
 BG2354'STATE ROUTE 30A.
 BG2354'
 BG2354'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2354'TRANSPORTATION BRASS DISK, STAMPED 60 76 A13 RM NO 2, SET IN
 BG2354'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 4 INCHES
 BG2354'BELOW THE GROUND.  IT IS 2.1 FEET NORTH-NORTHEAST OF A METAL
 BG2354'WITNESS POST, 13.0 FEET EAST-SOUTHEAST OF CENTER OF A PRIVATE
 BG2354'DRIVE, 32.0 FEET SOUTH-SOUTHWEST OF CENTERLINE OF STATE ROUTE
 BG2354'30A AND 62.4 FEET NORTHEAST OF NORTHEAST CORNER OF A TWO STORY
 BG2354'BLOCK HOUSE.
 BG2354
 BG2354                          STATION RECOVERY (1976)
 BG2354
 BG2354'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2354'8.05 MI NW FROM SEAGROVE BEACH.
 BG2354'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2354'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2354'FOR ABOUT 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON
 BG2354'STATE ROUTE 30A FOR ABOUT 0.95 MILE AND STATION.  WHICH IS SET IN THE
 BG2354'TOP OF A ROUND CONCRETE MONUMENT 6 INCHES BELOW GROUND.  IT IS 85.0
 BG2354'FEET NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK HOUSE, 48.0
 BG2354'FEET EAST-SOUTHEAST OF CENTER OF A PRIVATE DRIVE, 20.7 FEET
 BG2354'SOUTH-SOUTHEAST OF CENTER OF STATE ROUTE 30A AND 2.9 FEET
 BG2354'NORTH-NORTHEAST OF A METAL WITNESS POST.  SECTION 3, T 3S, R20W.
 BG2354
 BG2354                          STATION RECOVERY (1990)
 BG2354
 BG2354'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2354'RECOVERED IN GOOD CONDITION.
 BG2354
 BG2354                          STATION RECOVERY (1997)
 BG2354
 BG2354'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2354'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2412 ***********************************************************************
 BG2412  DESIGNATION -  60 76 A13 RM 1
 BG2412  PID         -  BG2412
 BG2412  STATE/COUNTY-  FL/WALTON
 BG2412  COUNTRY     -  US
 BG2412  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2412
 BG2412                         *CURRENT SURVEY CONTROL
 BG2412  ______________________________________________________________________
 BG2412* NAD 83(1986) POSITION- 30 21 03.78   (N) 086 14 40.80   (W)   HD_HELD1
 BG2412* NAVD 88 ORTHO HEIGHT -     1.626 (meters)        5.33  (feet) ADJUSTED
 BG2412  ______________________________________________________________________
 BG2412  GEOID HEIGHT    -        -27.458 (meters)                     GEOID18
 BG2412  DYNAMIC HEIGHT  -          1.624 (meters)        5.33  (feet) COMP
 BG2412  MODELED GRAVITY -    979,341.5   (mgal)                       NAVD 88
 BG2412
 BG2412  VERT ORDER      -  SECOND    CLASS II
 BG2412
 BG2412.The horizontal coordinates were determined by differentially corrected
 BG2412.hand held GPS observations or other comparable positioning techniques
 BG2412.and have an estimated accuracy of +/- 3 meters.
 BG2412
 BG2412.The orthometric height was determined by differential leveling and
 BG2412.adjusted by the NATIONAL GEODETIC SURVEY
 BG2412.in June 1991.
 BG2412
 BG2412.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2412.GEOID18 height accuracy estimate available here.
 BG2412
 BG2412.Click photographs - Photos may exist for this station.
 BG2412
 BG2412.The dynamic height is computed by dividing the NAVD 88
 BG2412.geopotential number by the normal gravity value computed on the
 BG2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2412.degrees latitude (g = 980.6199 gals.).
 BG2412
 BG2412.The modeled gravity was interpolated from observed gravity values.
 BG2412
 BG2412;                    North         East    Units  Estimated Accuracy
 BG2412;SPC FL N     -   151,044.4     432,273.6     MT  (+/- 3 meters HH1 GPS) 
 BG2412
 BG2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7259357927(NAD 83)
 BG2412
 BG2412                          SUPERSEDED SURVEY CONTROL
 BG2412
 BG2412.No superseded survey control is available for this station.
 BG2412
 BG2412_MARKER: DD = SURVEY DISK
 BG2412_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2412_STAMPING: 60 76 A13 RM NO1
 BG2412_MARK LOGO: FLDT
 BG2412_PROJECTION: RECESSED 15 CENTIMETERS
 BG2412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2412
 BG2412  HISTORY     - Date     Condition        Report By
 BG2412  HISTORY     - 1976     MONUMENTED       FLDT
 BG2412  HISTORY     - 1976     GOOD             FLDT
 BG2412
 BG2412                          STATION DESCRIPTION
 BG2412
 BG2412'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2412'8.05 MI NW FROM SEAGROVE BEACH.
 BG2412'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2412'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2412'FOR ABOUT 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON
 BG2412'STATE ROUTE 30A FOR ABOUT 0.95 MILE AND REFERENCE MARK.  WHICH IS SET
 BG2412'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 6 INCHES
 BG2412'BELOW GROUND.  IT IS 34.0 FEET SOUTH-SOUTHWEST OF CENTER OF STATE
 BG2412'ROUTE 30A AND 2.1 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 BG2412'SECTION 3, T3S, R20W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2314 ***********************************************************************
 BG2314  DESIGNATION -  60 76 A13 RM 2
 BG2314  PID         -  BG2314
 BG2314  STATE/COUNTY-  FL/WALTON
 BG2314  COUNTRY     -  US
 BG2314  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2314
 BG2314                         *CURRENT SURVEY CONTROL
 BG2314  ______________________________________________________________________
 BG2314* NAD 83(1986) POSITION- 30 21 04.01   (N) 086 14 41.59   (W)   HD_HELD1
 BG2314* NAVD 88 ORTHO HEIGHT -     2.445 (meters)        8.02  (feet) ADJUSTED
 BG2314  ______________________________________________________________________
 BG2314  GEOID HEIGHT    -        -27.458 (meters)                     GEOID18
 BG2314  DYNAMIC HEIGHT  -          2.441 (meters)        8.01  (feet) COMP
 BG2314  MODELED GRAVITY -    979,341.5   (mgal)                       NAVD 88
 BG2314
 BG2314  VERT ORDER      -  SECOND    CLASS II
 BG2314
 BG2314.The horizontal coordinates were determined by differentially corrected
 BG2314.hand held GPS observations or other comparable positioning techniques
 BG2314.and have an estimated accuracy of +/- 3 meters.
 BG2314
 BG2314.The orthometric height was determined by differential leveling and
 BG2314.adjusted by the NATIONAL GEODETIC SURVEY
 BG2314.in June 1991.
 BG2314
 BG2314.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2314.GEOID18 height accuracy estimate available here.
 BG2314
 BG2314.Click photographs - Photos may exist for this station.
 BG2314
 BG2314.The dynamic height is computed by dividing the NAVD 88
 BG2314.geopotential number by the normal gravity value computed on the
 BG2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2314.degrees latitude (g = 980.6199 gals.).
 BG2314
 BG2314.The modeled gravity was interpolated from observed gravity values.
 BG2314
 BG2314;                    North         East    Units  Estimated Accuracy
 BG2314;SPC FL N     -   151,051.8     432,252.6     MT  (+/- 3 meters HH1 GPS) 
 BG2314
 BG2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7257257934(NAD 83)
 BG2314
 BG2314                          SUPERSEDED SURVEY CONTROL
 BG2314
 BG2314.No superseded survey control is available for this station.
 BG2314
 BG2314_MARKER: DD = SURVEY DISK
 BG2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2314_STAMPING: 60 76 A13 RM NO 2
 BG2314_MARK LOGO: FLDT
 BG2314_PROJECTION: RECESSED 4 CENTIMETERS
 BG2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2314+STABILITY: SURFACE MOTION
 BG2314
 BG2314  HISTORY     - Date     Condition        Report By
 BG2314  HISTORY     - 1976     MONUMENTED       FLDT
 BG2314  HISTORY     - 1976     GOOD             FLDT
 BG2314  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BG2314
 BG2314                          STATION DESCRIPTION
 BG2314
 BG2314'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2314'8.05 MI NW FROM SEAGROVE BEACH.
 BG2314'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2314'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2314'FOR ABOUT 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON
 BG2314'STATE ROUTE 30A FOR ABOUT 0.95 MILE AND REFERENCE MARK.  WHICH IS SET
 BG2314'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 4 INCHES
 BG2314'BELOW GROUND.  IT IS 62.4 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 BG2314'CONCRETE BLOCK HOUSE, 32.0 FEET SOUTH-SOUTHWEST OF CENTER OF STATE
 BG2314'ROUTE 30A, 13.0 FEET EAST-SOUTHEAST OF CENTER OF A PRIVATE DRIVE AND
 BG2314'2.1 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.  SECTION 3, T3S,
 BG2314'R20W.
 BG2314
 BG2314                          STATION RECOVERY (1990)
 BG2314
 BG2314'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2314'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2355 ***********************************************************************
 BG2355  DESIGNATION -  60 76 A14
 BG2355  PID         -  BG2355
 BG2355  STATE/COUNTY-  FL/WALTON
 BG2355  COUNTRY     -  US
 BG2355  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2355
 BG2355                         *CURRENT SURVEY CONTROL
 BG2355  ______________________________________________________________________
 BG2355* NAD 83(1990) POSITION- 30 20 54.18973(N) 086 14 03.55294(W)   ADJUSTED
 BG2355* NAVD 88 ORTHO HEIGHT -    10.840 (meters)       35.56  (feet) ADJUSTED
 BG2355  ______________________________________________________________________
 BG2355  GEOID HEIGHT    -        -27.463 (meters)                     GEOID18
 BG2355  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 BG2355  DYNAMIC HEIGHT  -         10.826 (meters)       35.52  (feet) COMP
 BG2355  MODELED GRAVITY -    979,341.0   (mgal)                       NAVD 88
 BG2355
 BG2355  HORZ ORDER      -  SECOND
 BG2355  VERT ORDER      -  SECOND    CLASS II
 BG2355
 BG2355.The horizontal coordinates were established by classical geodetic methods
 BG2355.and adjusted by the National Geodetic Survey in May 1991.
 BG2355
 BG2355.The orthometric height was determined by differential leveling and
 BG2355.adjusted by the NATIONAL GEODETIC SURVEY
 BG2355.in June 1991.
 BG2355
 BG2355.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2355.GEOID18 height accuracy estimate available here.
 BG2355
 BG2355.Click photographs - Photos may exist for this station.
 BG2355
 BG2355.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2355
 BG2355.The dynamic height is computed by dividing the NAVD 88
 BG2355.geopotential number by the normal gravity value computed on the
 BG2355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2355.degrees latitude (g = 980.6199 gals.).
 BG2355
 BG2355.The modeled gravity was interpolated from observed gravity values.
 BG2355
 BG2355. The following values were computed from the NAD 83(1990) position.
 BG2355
 BG2355;                    North         East     Units Scale Factor Converg.
 BG2355;SPC FL N     -   150,733.905   433,263.676   MT  0.99995341   -0 52 17.5
 BG2355;SPC FL N     -   494,532.82  1,421,465.91   sFT  0.99995341   -0 52 17.5
 BG2355;UTM  16      - 3,357,638.823   573,589.811   MT  0.99966681   +0 23 12.8
 BG2355
 BG2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2355!SPC FL N     -   1.00000261  x   0.99995341  =   0.99995602
 BG2355!UTM  16      -   1.00000261  x   0.99966681  =   0.99966942
 BG2355
 BG2355:                Primary Azimuth Mark                     Grid Az
 BG2355:SPC FL N     -  60 76 A13                                287 38 02.1
 BG2355:UTM  16      -  60 76 A13                                286 22 31.8
 BG2355
 BG2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7358957638(NAD 83)
 BG2355
 BG2355|---------------------------------------------------------------------|
 BG2355| PID    Reference Object                     Distance      Geod. Az  |
 BG2355|                                                           dddmmss.s |
 BG2355| BG2413 60 76 A14 RM 1                       13.800 METERS 11246     |
 BG2355| BG2354 60 76 A13                           APPROX. 1.0 KM 2864544.6 |
 BG2355| BG2315 60 76 A14 RM 2                       11.708 METERS 28925     |
 BG2355|---------------------------------------------------------------------|
 BG2355
 BG2355                          SUPERSEDED SURVEY CONTROL
 BG2355
 BG2355  NAD 83(1986)-  30 20 54.20424(N)    086 14 03.56158(W) AD(       ) 2
 BG2355  NAD 27      -  30 20 53.48393(N)    086 14 03.75967(W) AD(       ) 2
 BG2355  NGVD 29 (07/19/86)   10.99   (m)           36.1    (f) LEVELING    3  
 BG2355
 BG2355.Superseded values are not recommended for survey control.
 BG2355
 BG2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2355.See file dsdata.pdf to determine how the superseded data were derived.
 BG2355
 BG2355_MARKER: DD = SURVEY DISK
 BG2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2355_STAMPING: 60 76 A14
 BG2355_MARK LOGO: FLDT
 BG2355_PROJECTION: RECESSED 5 CENTIMETERS
 BG2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2355+STABILITY: SURFACE MOTION
 BG2355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2355+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2011
 BG2355
 BG2355  HISTORY     - Date     Condition        Report By
 BG2355  HISTORY     - 1976     MONUMENTED       FLDT
 BG2355  HISTORY     - 1976     GOOD             FLDT
 BG2355  HISTORY     - 1990     GOOD             USPSQD
 BG2355  HISTORY     - 19970104 GOOD             USPSQD
 BG2355  HISTORY     - 20111024 GOOD             GCT
 BG2355  HISTORY     - 20111101 GOOD             GCT
 BG2355
 BG2355                          STATION DESCRIPTION
 BG2355
 BG2355'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2355'THE STATION IS LOCATED ABOUT 1-3/4 MILES SOUTH OF SANTA ROSA BEACH AND
 BG2355'ABOUT 16-1/2 MILES EAST-SOUTHEAST OF DESTIN, ON THE NORTH SIDE OF
 BG2355'STATE ROUTE 30A AND AT THE CREST OF A SMALL HILL.
 BG2355'
 BG2355'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE
 BG2355'ROUTE 30A, IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO WEST-NORTHWEST
 BG2355'ON STATE ROUTE 30A FOR 7.1 MILES TO STATE ROUTE 393.  CONTINUE
 BG2355'WEST-NORTHWEST ON STATE ROUTE 30A FOR 0.3 MILES TO STATION ON THE
 BG2355'RIGHT.
 BG2355'
 BG2355'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL RESOURCES
 BG2355'BRASS DISK, STAMPED 60 76 A14, SET IN THE TOP OF A ROUND CONCRETE
 BG2355'MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS 2.6 FEET
 BG2355'NORTH-NORTHEAST OF A METAL WITNESS POST, 56.4 FEET NORTH-NORTHEAST OF
 BG2355'CENTERLINE OF STATE ROUTE 30A AND 116.7 FEET NORTH AND ACROSS HIGHWAY
 BG2355'FROM A POWER POLE WITH TRANSFORMER.
 BG2355'
 BG2355'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2355'TRANSPORTATION BRASS DISK, STAMPED 60 76 A14 RM NO 1, SET IN THE TOP
 BG2355'OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE
 BG2355'GROUND.  IT IS 1.6 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 56.6
 BG2355'FEET NORTH-NORTHEAST OF CENTERLINE OF STATE ROUTE 30A AND 93.0 FEET
 BG2355'NORTH-NORTHEAST AND ACROSS HIGHWAY FROM A POWER POLE WITH TRANSFORMER.
 BG2355'
 BG2355'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2355'TRANSPORTATION BRASS DISK, STAMPED 60 76 A14 RM NO 2, SET IN THE TOP
 BG2355'OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE
 BG2355'GROUND.  IT IS 1.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND
 BG2355'55.0 FEET NORTH-NORTHEAST OF CENTERLINE OF STATE ROUTE 30A.
 BG2355
 BG2355                          STATION RECOVERY (1976)
 BG2355
 BG2355'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2355'7.4 MI NW FROM SEAGROVE BEACH.
 BG2355'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2355'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2355'FOR ABOUT 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON
 BG2355'STATE ROUTE 30A FOR ABOUT 0.3 MILE AND STATION.  WHICH IS SET IN THE
 BG2355'TOP OF A ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 116.7
 BG2355'FEET NORTH AND ACROSS STATE ROUTE 30A FROM A POWER POLE WITH A
 BG2355'TRANSFORMER ATTACHED, 56.4 FEET NORTH-NORTHEAST OF CENTER OF STATE
 BG2355'ROUTE 30A AND 2.6 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 BG2355'SECTION 3, T3S, R20W.
 BG2355
 BG2355                          STATION RECOVERY (1990)
 BG2355
 BG2355'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2355'RECOVERED IN GOOD CONDITION.
 BG2355
 BG2355                          STATION RECOVERY (1997)
 BG2355
 BG2355'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2355'RECOVERED IN GOOD CONDITION.
 BG2355
 BG2355                          STATION RECOVERY (2011)
 BG2355
 BG2355'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2011 (DAH)
 BG2355'RECOVERED IN GOOD CONDITION.
 BG2355
 BG2355                          STATION RECOVERY (2011)
 BG2355
 BG2355'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2011 (HWW)
 BG2355'FOUND AS DESCRIBED.  OPUS SOLUTION AVAILABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2413 ***********************************************************************
 BG2413  DESIGNATION -  60 76 A14 RM 1
 BG2413  PID         -  BG2413
 BG2413  STATE/COUNTY-  FL/WALTON
 BG2413  COUNTRY     -  US
 BG2413  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2413
 BG2413                         *CURRENT SURVEY CONTROL
 BG2413  ______________________________________________________________________
 BG2413* NAD 83(1986) POSITION- 30 20 54.02   (N) 086 14 03.08   (W)   HD_HELD1
 BG2413* NAVD 88 ORTHO HEIGHT -    10.233 (meters)       33.57  (feet) ADJUSTED
 BG2413  ______________________________________________________________________
 BG2413  GEOID HEIGHT    -        -27.463 (meters)                     GEOID18
 BG2413  DYNAMIC HEIGHT  -         10.220 (meters)       33.53  (feet) COMP
 BG2413  MODELED GRAVITY -    979,341.0   (mgal)                       NAVD 88
 BG2413
 BG2413  VERT ORDER      -  SECOND    CLASS II
 BG2413
 BG2413.The horizontal coordinates were determined by differentially corrected
 BG2413.hand held GPS observations or other comparable positioning techniques
 BG2413.and have an estimated accuracy of +/- 3 meters.
 BG2413
 BG2413.The orthometric height was determined by differential leveling and
 BG2413.adjusted by the NATIONAL GEODETIC SURVEY
 BG2413.in June 1991.
 BG2413
 BG2413.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2413.GEOID18 height accuracy estimate available here.
 BG2413
 BG2413.Click photographs - Photos may exist for this station.
 BG2413
 BG2413.The dynamic height is computed by dividing the NAVD 88
 BG2413.geopotential number by the normal gravity value computed on the
 BG2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2413.degrees latitude (g = 980.6199 gals.).
 BG2413
 BG2413.The modeled gravity was interpolated from observed gravity values.
 BG2413
 BG2413;                    North         East    Units  Estimated Accuracy
 BG2413;SPC FL N     -   150,728.5     433,276.2     MT  (+/- 3 meters HH1 GPS) 
 BG2413
 BG2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7360257633(NAD 83)
 BG2413
 BG2413                          SUPERSEDED SURVEY CONTROL
 BG2413
 BG2413.No superseded survey control is available for this station.
 BG2413
 BG2413_MARKER: DD = SURVEY DISK
 BG2413_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2413_STAMPING: 60 76 A14 RM NO1
 BG2413_MARK LOGO: FLDT
 BG2413_PROJECTION: RECESSED 8 CENTIMETERS
 BG2413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2413
 BG2413  HISTORY     - Date     Condition        Report By
 BG2413  HISTORY     - 1976     MONUMENTED       FLDT
 BG2413  HISTORY     - 1976     GOOD             FLDT
 BG2413
 BG2413                          STATION DESCRIPTION
 BG2413
 BG2413'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2413'7.4 MI NW FROM SEAGROVE BEACH.
 BG2413'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2413'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2413'FOR ABOUT 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON
 BG2413'STATE ROUTE 30A FOR ABOUT 0.3 MILE AND REFERENCE MARK.  WHICH IS SET
 BG2413'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 3 INCHES
 BG2413'BELOW GROUND.  IT IS 93.0 FEET NORTH-NORTHEAST AND ACROSS STATE ROUTE
 BG2413'30A FROM A POWER POLE WITH A TRANSFORMER ATTACHED, 54.6 FEET
 BG2413'NORTH-NORTHEAST OF CENTER OF STATE ROUTE 30A AND 1.6 FEET
 BG2413'SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 3, T 3S, R20W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2315 ***********************************************************************
 BG2315  DESIGNATION -  60 76 A14 RM 2
 BG2315  PID         -  BG2315
 BG2315  STATE/COUNTY-  FL/WALTON
 BG2315  COUNTRY     -  US
 BG2315  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2315
 BG2315                         *CURRENT SURVEY CONTROL
 BG2315  ______________________________________________________________________
 BG2315* NAD 83(1986) POSITION- 30 20 54.32   (N) 086 14 03.97   (W)   HD_HELD1
 BG2315* NAVD 88 ORTHO HEIGHT -    10.316 (meters)       33.85  (feet) ADJUSTED
 BG2315  ______________________________________________________________________
 BG2315  GEOID HEIGHT    -        -27.463 (meters)                     GEOID18
 BG2315  DYNAMIC HEIGHT  -         10.303 (meters)       33.80  (feet) COMP
 BG2315  MODELED GRAVITY -    979,341.0   (mgal)                       NAVD 88
 BG2315
 BG2315  VERT ORDER      -  SECOND    CLASS II
 BG2315
 BG2315.The horizontal coordinates were determined by differentially corrected
 BG2315.hand held GPS observations or other comparable positioning techniques
 BG2315.and have an estimated accuracy of +/- 3 meters.
 BG2315
 BG2315.The orthometric height was determined by differential leveling and
 BG2315.adjusted by the NATIONAL GEODETIC SURVEY
 BG2315.in June 1991.
 BG2315
 BG2315.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2315.GEOID18 height accuracy estimate available here.
 BG2315
 BG2315.Click photographs - Photos may exist for this station.
 BG2315
 BG2315.The dynamic height is computed by dividing the NAVD 88
 BG2315.geopotential number by the normal gravity value computed on the
 BG2315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2315.degrees latitude (g = 980.6199 gals.).
 BG2315
 BG2315.The modeled gravity was interpolated from observed gravity values.
 BG2315
 BG2315;                    North         East    Units  Estimated Accuracy
 BG2315;SPC FL N     -   150,738.1     433,252.6     MT  (+/- 3 meters HH1 GPS) 
 BG2315
 BG2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7357857642(NAD 83)
 BG2315
 BG2315                          SUPERSEDED SURVEY CONTROL
 BG2315
 BG2315.No superseded survey control is available for this station.
 BG2315
 BG2315_MARKER: DD = SURVEY DISK
 BG2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2315_STAMPING: 60 76 A14 RM NO 2
 BG2315_MARK LOGO: FLDT
 BG2315_PROJECTION: RECESSED 5 CENTIMETERS
 BG2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2315+STABILITY: SURFACE MOTION
 BG2315
 BG2315  HISTORY     - Date     Condition        Report By
 BG2315  HISTORY     - 1976     MONUMENTED       FLDT
 BG2315  HISTORY     - 1976     GOOD             FLDT
 BG2315  HISTORY     - 1990     GOOD             USPSQD
 BG2315
 BG2315                          STATION DESCRIPTION
 BG2315
 BG2315'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2315'7.4 MI NW FROM SEAGROVE BEACH.
 BG2315'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2315'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2315'FOR ABOUT 7.1 MILES TO STATE ROUTE 393.  CONTINUE WEST-NORTHWEST ON
 BG2315'STATE ROUTE 30A FOR ABOUT 0.3 MILE AND REFERENCE MARK.  WHICH IS SET
 BG2315'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES
 BG2315'BELOW GROUND.  IT IS 55.0 FEET NORTH-NORTHEAST OF CENTER OF STATE
 BG2315'ROUTE 30A AND 1.5 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 BG2315'SECTION 3, T 3S, R20W.
 BG2315
 BG2315                          STATION RECOVERY (1990)
 BG2315
 BG2315'RECOVERY NOTE BY US POWER SQUADRON 1990 (LDW)
 BG2315'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2356 ***********************************************************************
 BG2356  DESIGNATION -  60 76 A15
 BG2356  PID         -  BG2356
 BG2356  STATE/COUNTY-  FL/WALTON
 BG2356  COUNTRY     -  US
 BG2356  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2356
 BG2356                         *CURRENT SURVEY CONTROL
 BG2356  ______________________________________________________________________
 BG2356* NAD 83(1990) POSITION- 30 20 37.12863(N) 086 13 14.85642(W)   ADJUSTED
 BG2356* NAVD 88 ORTHO HEIGHT -     8.501 (meters)       27.89  (feet) ADJUSTED
 BG2356  ______________________________________________________________________
 BG2356  GEOID HEIGHT    -        -27.470 (meters)                     GEOID18
 BG2356  LAPLACE CORR    -         -0.95  (seconds)                    DEFLEC18
 BG2356  DYNAMIC HEIGHT  -          8.490 (meters)       27.85  (feet) COMP
 BG2356  MODELED GRAVITY -    979,340.1   (mgal)                       NAVD 88
 BG2356
 BG2356  HORZ ORDER      -  SECOND
 BG2356  VERT ORDER      -  SECOND    CLASS II
 BG2356
 BG2356.The horizontal coordinates were established by classical geodetic methods
 BG2356.and adjusted by the National Geodetic Survey in May 1991.
 BG2356
 BG2356.The orthometric height was determined by differential leveling and
 BG2356.adjusted by the NATIONAL GEODETIC SURVEY
 BG2356.in June 1991.
 BG2356
 BG2356.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2356.GEOID18 height accuracy estimate available here.
 BG2356
 BG2356.Click photographs - Photos may exist for this station.
 BG2356
 BG2356.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2356
 BG2356.The dynamic height is computed by dividing the NAVD 88
 BG2356.geopotential number by the normal gravity value computed on the
 BG2356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2356.degrees latitude (g = 980.6199 gals.).
 BG2356
 BG2356.The modeled gravity was interpolated from observed gravity values.
 BG2356
 BG2356. The following values were computed from the NAD 83(1990) position.
 BG2356
 BG2356;                    North         East     Units Scale Factor Converg.
 BG2356;SPC FL N     -   150,188.906   434,556.106   MT  0.99995315   -0 51 53.1
 BG2356;SPC FL N     -   492,744.77  1,425,706.16   sFT  0.99995315   -0 51 53.1
 BG2356;UTM  16      - 3,357,122.487   574,893.526   MT  0.99966920   +0 23 37.2
 BG2356
 BG2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2356!SPC FL N     -   1.00000298  x   0.99995315  =   0.99995613
 BG2356!UTM  16      -   1.00000298  x   0.99966920  =   0.99967218
 BG2356
 BG2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7489357122(NAD 83)
 BG2356
 BG2356|---------------------------------------------------------------------|
 BG2356| PID    Reference Object                     Distance      Geod. Az  |
 BG2356|                                                           dddmmss.s |
 BG2356| BG2414 60 76 A15 RM 1                       15.056 METERS 09040     |
 BG2356| BG2316 60 76 A15 RM 2                       15.872 METERS 30309     |
 BG2356| BG2452 60 76 A15 AZ MK                     351.677 METERS 35426     |
 BG2356|---------------------------------------------------------------------|
 BG2356
 BG2356                          SUPERSEDED SURVEY CONTROL
 BG2356
 BG2356  NAD 83(1986)-  30 20 37.14300(N)    086 13 14.86514(W) AD(       ) 2
 BG2356  NAD 27      -  30 20 36.42138(N)    086 13 15.06608(W) AD(       ) 2
 BG2356  NGVD 29 (07/19/86)    8.66   (m)           28.4    (f) LEVELING    3  
 BG2356
 BG2356.Superseded values are not recommended for survey control.
 BG2356
 BG2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2356.See file dsdata.pdf to determine how the superseded data were derived.
 BG2356
 BG2356_MARKER: DD = SURVEY DISK
 BG2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2356_STAMPING: 60 76 A15
 BG2356_MARK LOGO: FLDT
 BG2356_PROJECTION: RECESSED 3 CENTIMETERS
 BG2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2356+STABILITY: SURFACE MOTION
 BG2356
 BG2356  HISTORY     - Date     Condition        Report By
 BG2356  HISTORY     - 1976     MONUMENTED       FLDT
 BG2356  HISTORY     - 1976     GOOD             FLDT
 BG2356  HISTORY     - 19910521 GOOD             USPSQD
 BG2356  HISTORY     - 19970527 GOOD             USPSQD
 BG2356
 BG2356                          STATION DESCRIPTION
 BG2356
 BG2356'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2356'STATION IS LOCATED ABOUT 2 MILES SOUTH-SOUTHEAST OF SANTA ROSA
 BG2356'BEACH AND ABOUT 17 MILES EAST-SOUTHEAST OF DESTIN ON THE TOP OF
 BG2356'A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2356'
 BG2356'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2356'STATE ROUTE 30A, IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2356'WEST-NORTHWEST ON STATE ROUTE 30A FOR 4.8 MILES TO STATE ROUTE 83,
 BG2356'CONTINUE WEST-NORTHWEST ON STATE ROUTE 30A FOR 1.75 MILES TO
 BG2356'PAVED ROAD LEFT AND AZIMUTH MARK.  TURN LEFT AND GO SOUTH ON
 BG2356'PAVED ROAD FOR 0.3 MILES TO STATION ON THE LEFT.
 BG2356'
 BG2356'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2356'RESOURCES BRASS DISK, STAMPED 60 76 A15, SET IN THE TOP OF A
 BG2356'ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND.  IT IS
 BG2356'3.0 FEET NORTH OF A METAL WITNESS POST, 51.0 FEET EAST-SOUTHEAST
 BG2356'OF CONCRETE RIGHT-OF-WAY MARKER, 67 FEET NORTH-NORTHEAST OF
 BG2356'SOUTH EDGE OF SAND DUNE AND 96.0 FEET EAST-SOUTHEAST OF CENTER
 BG2356'OF A PAVED ROAD.
 BG2356'
 BG2356'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2356'TRANSPORTATION BRASS DISK, STAMPED 60 76 A15 RM NO 1, SET IN THE
 BG2356'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2356'BELOW THE GROUND.  IT IS 1.9 FEET NORTH-NORTHEAST OF A METAL
 BG2356'WITNESS POST, 86.0 FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND
 BG2356'DUNE AND 145.0 FEET EAST-SOUTHEAST OF CENTER OF A PAVED ROAD.
 BG2356'
 BG2356'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2356'TRANSPORTATION BRASS DISK, STAMPED 60 76 A15 RM NO 2, SET IN THE
 BG2356'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2356'BELOW THE GROUND.  IT IS 1.4 FEET NORTH-NORTHEAST OF A CONCRETE
 BG2356'RIGHT-OF-WAY MARKER, 1.6 FEET NORTH-NORTHEAST OF A METAL WITNESS
 BG2356'POST AND 51.0 FEET EAST-SOUTHEAST OF CENTER OF PAVED ROAD.
 BG2356'
 BG2356'AZIMUTH MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BG2356'BRASS DISK, STAMPED 60 76 A15 AZ MK, SET IN THE TOP OF A 4 INCH
 BG2356'X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND.  IT
 BG2356'IS 2.4 FEET NORTH OF A METAL WITNESS POST, 2.5 FEET NORTH OF
 BG2356'RIGHT-OF-WAY MARKER, 5.0 FEET WEST-NORTHWEST OF A POWER POLE,
 BG2356'30.5 FEET SOUTH OF CENTERLINE OF STATE ROUTE 30A AND 50.0 FEET
 BG2356'WEST OF CENTER OF A PAVED ROAD.
 BG2356
 BG2356                          STATION RECOVERY (1976)
 BG2356
 BG2356'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2356'6.85 MI NW FROM SEAGROVE BEACH.
 BG2356'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2356'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2356'FOR ABOUT 4.8 MILES TO STATE ROUTE 83.  CONTINUE WEST-NORTHWEST ON
 BG2356'STATE ROUTE 30A FOR ABOUT 1.75 MILES TO A PAVED ROAD SOUTH, THEN GO
 BG2356'SOUTH ON THE PAVED ROAD FOR ABOUT 0.3 MILE AND STATION.  WHICH IS SET
 BG2356'IN THE TOP OF A ROUND CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS
 BG2356'96.0 FEET EAST-SOUTHEAST OF CENTER OF THE PAVED ROAD, 67.0 FEET
 BG2356'NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE LINE, 51.0 FEET
 BG2356'EAST-SOUTHEAST OF A RIGHT-OF-WAY MARKER POST AND 3.0 FEET NORTH OF A
 BG2356'METAL WITNESS POST.  SECTION 11, T3S, R20W.
 BG2356
 BG2356                          STATION RECOVERY (1991)
 BG2356
 BG2356'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2356'RECOVERED IN GOOD CONDITION.
 BG2356
 BG2356                          STATION RECOVERY (1997)
 BG2356
 BG2356'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2356'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2452 ***********************************************************************
 BG2452  DESIGNATION -  60 76 A15 AZ MK
 BG2452  PID         -  BG2452
 BG2452  STATE/COUNTY-  FL/WALTON
 BG2452  COUNTRY     -  US
 BG2452  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2452
 BG2452                         *CURRENT SURVEY CONTROL
 BG2452  ______________________________________________________________________
 BG2452* NAD 83(1990) POSITION- 30 20 48.49514(N) 086 13 16.13307(W)   NO CHECK
 BG2452* NAVD 88 ORTHO HEIGHT -     7.546 (meters)       24.76  (feet) ADJUSTED
 BG2452  ______________________________________________________________________
 BG2452  GEOID HEIGHT    -        -27.472 (meters)                     GEOID18
 BG2452  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 BG2452  DYNAMIC HEIGHT  -          7.536 (meters)       24.72  (feet) COMP
 BG2452  MODELED GRAVITY -    979,340.3   (mgal)                       NAVD 88
 BG2452
 BG2452  HORZ ORDER      -  THIRD
 BG2452  VERT ORDER      -  SECOND    CLASS II
 BG2452
 BG2452.The horizontal coordinates were established by classical geodetic methods
 BG2452.and adjusted by the National Geodetic Survey in May 1991.
 BG2452
 BG2452.No horizontal observational check was made to the station.
 BG2452
 BG2452.The orthometric height was determined by differential leveling and
 BG2452.adjusted by the NATIONAL GEODETIC SURVEY
 BG2452.in June 1991.
 BG2452
 BG2452.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2452.GEOID18 height accuracy estimate available here.
 BG2452
 BG2452.Click photographs - Photos may exist for this station.
 BG2452
 BG2452.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2452
 BG2452.The dynamic height is computed by dividing the NAVD 88
 BG2452.geopotential number by the normal gravity value computed on the
 BG2452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2452.degrees latitude (g = 980.6199 gals.).
 BG2452
 BG2452.The modeled gravity was interpolated from observed gravity values.
 BG2452
 BG2452. The following values were computed from the NAD 83(1990) position.
 BG2452
 BG2452;                    North         East     Units Scale Factor Converg.
 BG2452;SPC FL N     -   150,539.385   434,527.297   MT  0.99995332   -0 51 53.7
 BG2452;SPC FL N     -   493,894.63  1,425,611.64   sFT  0.99995332   -0 51 53.7
 BG2452;UTM  16      - 3,357,472.149   574,857.037   MT  0.99966913   +0 23 36.7
 BG2452
 BG2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2452!SPC FL N     -   1.00000313  x   0.99995332  =   0.99995645
 BG2452!UTM  16      -   1.00000313  x   0.99966913  =   0.99967226
 BG2452
 BG2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7485757472(NAD 83)
 BG2452
 BG2452                          SUPERSEDED SURVEY CONTROL
 BG2452
 BG2452  NAD 83(1986)-  30 20 48.50951(N)    086 13 16.14175(W) AD(       ) 3
 BG2452  NAD 27      -  30 20 47.78823(N)    086 13 16.34230(W) AD(       ) 3
 BG2452  NGVD 29 (07/19/86)    7.70   (m)           25.3    (f) LEVELING    3  
 BG2452
 BG2452.Superseded values are not recommended for survey control.
 BG2452
 BG2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2452.See file dsdata.pdf to determine how the superseded data were derived.
 BG2452
 BG2452_MARKER: DD = SURVEY DISK
 BG2452_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2452_STAMPING: 60 76 A15 AZ MK
 BG2452_MARK LOGO: FLDT
 BG2452_PROJECTION: RECESSED 3 CENTIMETERS
 BG2452_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2452
 BG2452  HISTORY     - Date     Condition        Report By
 BG2452  HISTORY     - 1976     MONUMENTED       FLDT
 BG2452  HISTORY     - 1976     GOOD             FLDT
 BG2452  HISTORY     - 19910521 GOOD             USPSQD
 BG2452
 BG2452                          STATION DESCRIPTION
 BG2452
 BG2452'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2452'MARK IS A STANDARD FLORIDA DEPT. OF TRANSPORTATION BRASS DISK,
 BG2452'STAMPED 60 76 A15 AZ MK, SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 BG2452'MONUMENT THAT IS 1 INCH BELOW THE GROUND.  IT IS 2.4 FEET NORTH
 BG2452'OF A METAL WITNESS POST, 2.5 FEET NORTH OF RIGHT-OF-WAY MARKER,
 BG2452'5.0 FEET WEST-NORTHWEST OF A POWER POLE, 30.5 FEET SOUTH OF
 BG2452'CENTER LINE OF STATE ROUTE 30A AND 50.0 FEET WEST OF CENTER OF
 BG2452'A PAVED ROAD.
 BG2452
 BG2452                          STATION RECOVERY (1976)
 BG2452
 BG2452'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2452'6.55 MI NW FROM SEAGROVE BEACH.
 BG2452'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2452'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2452'FOR ABOUT 4.8 MILES TO STATE ROUTE 83.  CONTINUE WEST-NORTHWEST ON
 BG2452'STATE ROUTE 30A FOR ABOUT 1.75 MILES TO A PAVED ROAD SOUTH AND AZIMUTH
 BG2452'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE
 BG2452'MONUMENT 1 INCH BELOW GROUND.  IT IS 50.0 FEET WEST OF CENTER OF THE
 BG2452'PAVED ROAD, 30.5 FEET SOUTH OF CENTER OF STATE ROUTE 30A, 5.0 FEET
 BG2452'WEST-NORTHWEST OF A POWER POLE, 2.5 FEET NORTH OF A RIGHT-OF-WAY
 BG2452'MARKER POST AND 2.4 FEET NORTH OF A METAL WITNESS POST. SECTION 2,
 BG2452'T3S, R20W.
 BG2452
 BG2452                          STATION RECOVERY (1991)
 BG2452
 BG2452'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2452'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2414 ***********************************************************************
 BG2414  DESIGNATION -  60 76 A15 RM 1
 BG2414  PID         -  BG2414
 BG2414  STATE/COUNTY-  FL/WALTON
 BG2414  COUNTRY     -  US
 BG2414  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2414
 BG2414                         *CURRENT SURVEY CONTROL
 BG2414  ______________________________________________________________________
 BG2414* NAD 83(1986) POSITION- 30 20 37.12   (N) 086 13 14.29   (W)   HD_HELD1
 BG2414* NAVD 88 ORTHO HEIGHT -     8.363 (meters)       27.44  (feet) ADJUSTED
 BG2414  ______________________________________________________________________
 BG2414  GEOID HEIGHT    -        -27.470 (meters)                     GEOID18
 BG2414  DYNAMIC HEIGHT  -          8.352 (meters)       27.40  (feet) COMP
 BG2414  MODELED GRAVITY -    979,340.1   (mgal)                       NAVD 88
 BG2414
 BG2414  VERT ORDER      -  SECOND    CLASS II
 BG2414
 BG2414.The horizontal coordinates were determined by differentially corrected
 BG2414.hand held GPS observations or other comparable positioning techniques
 BG2414.and have an estimated accuracy of +/- 3 meters.
 BG2414
 BG2414.The orthometric height was determined by differential leveling and
 BG2414.adjusted by the NATIONAL GEODETIC SURVEY
 BG2414.in June 1991.
 BG2414
 BG2414.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2414.GEOID18 height accuracy estimate available here.
 BG2414
 BG2414.Click photographs - Photos may exist for this station.
 BG2414
 BG2414.The dynamic height is computed by dividing the NAVD 88
 BG2414.geopotential number by the normal gravity value computed on the
 BG2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2414.degrees latitude (g = 980.6199 gals.).
 BG2414
 BG2414.The modeled gravity was interpolated from observed gravity values.
 BG2414
 BG2414;                    North         East    Units  Estimated Accuracy
 BG2414;SPC FL N     -   150,188.4     434,571.2     MT  (+/- 3 meters HH1 GPS) 
 BG2414
 BG2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7490857122(NAD 83)
 BG2414
 BG2414                          SUPERSEDED SURVEY CONTROL
 BG2414
 BG2414.No superseded survey control is available for this station.
 BG2414
 BG2414_MARKER: DD = SURVEY DISK
 BG2414_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2414_STAMPING: 60 76 A15 RM NO1
 BG2414_MARK LOGO: FLDT
 BG2414_PROJECTION: RECESSED 5 CENTIMETERS
 BG2414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2414
 BG2414  HISTORY     - Date     Condition        Report By
 BG2414  HISTORY     - 1976     MONUMENTED       FLDT
 BG2414  HISTORY     - 1976     GOOD             FLDT
 BG2414  HISTORY     - 19910521 GOOD             USPSQD
 BG2414
 BG2414                          STATION DESCRIPTION
 BG2414
 BG2414'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2414'6.85 MI NW FROM SEAGROVE BEACH.
 BG2414'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2414'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2414'FOR ABOUT 4.8 MILES TO STATE ROUTE 83.  CONTINUE WEST-NORTHWEST ON
 BG2414'STATE ROUTE 30A FOR ABOUT 1.75 MILES TO A PAVED ROAD SOUTH, THEN GO
 BG2414'SOUTH ON THE PAVED ROAD FOR ABOUT 0.3 MILE AND REFERENCE MARK.  WHICH
 BG2414'IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2
 BG2414'INCHES BELOW GROUND.  IT IS 145.0 FEET EAST-SOUTHEAST OF CENTER OF THE
 BG2414'PAVED ROAD, 86.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND
 BG2414'DUNE LINE AND 1.9 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 BG2414'SECTION 11, T3S, R20W.
 BG2414
 BG2414                          STATION RECOVERY (1991)
 BG2414
 BG2414'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2414'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2316 ***********************************************************************
 BG2316  DESIGNATION -  60 76 A15 RM 2
 BG2316  PID         -  BG2316
 BG2316  STATE/COUNTY-  FL/WALTON
 BG2316  COUNTRY     -  US
 BG2316  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2316
 BG2316                         *CURRENT SURVEY CONTROL
 BG2316  ______________________________________________________________________
 BG2316* NAD 83(1986) POSITION- 30 20 37.41   (N) 086 13 15.35   (W)   HD_HELD1
 BG2316* NAVD 88 ORTHO HEIGHT -     8.133 (meters)       26.68  (feet) ADJUSTED
 BG2316  ______________________________________________________________________
 BG2316  GEOID HEIGHT    -        -27.470 (meters)                     GEOID18
 BG2316  DYNAMIC HEIGHT  -          8.122 (meters)       26.65  (feet) COMP
 BG2316  MODELED GRAVITY -    979,340.1   (mgal)                       NAVD 88
 BG2316
 BG2316  VERT ORDER      -  SECOND    CLASS II
 BG2316
 BG2316.The horizontal coordinates were determined by differentially corrected
 BG2316.hand held GPS observations or other comparable positioning techniques
 BG2316.and have an estimated accuracy of +/- 3 meters.
 BG2316
 BG2316.The orthometric height was determined by differential leveling and
 BG2316.adjusted by the NATIONAL GEODETIC SURVEY
 BG2316.in June 1991.
 BG2316
 BG2316.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2316.GEOID18 height accuracy estimate available here.
 BG2316
 BG2316.Click photographs - Photos may exist for this station.
 BG2316
 BG2316.The dynamic height is computed by dividing the NAVD 88
 BG2316.geopotential number by the normal gravity value computed on the
 BG2316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2316.degrees latitude (g = 980.6199 gals.).
 BG2316
 BG2316.The modeled gravity was interpolated from observed gravity values.
 BG2316
 BG2316;                    North         East    Units  Estimated Accuracy
 BG2316;SPC FL N     -   150,197.8     434,543.1     MT  (+/- 3 meters HH1 GPS) 
 BG2316
 BG2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7488057131(NAD 83)
 BG2316
 BG2316                          SUPERSEDED SURVEY CONTROL
 BG2316
 BG2316.No superseded survey control is available for this station.
 BG2316
 BG2316_MARKER: DD = SURVEY DISK
 BG2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2316_STAMPING: 60 76 A15 RM NO 2
 BG2316_MARK LOGO: FLDT
 BG2316_PROJECTION: RECESSED 5 CENTIMETERS
 BG2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2316+STABILITY: SURFACE MOTION
 BG2316
 BG2316  HISTORY     - Date     Condition        Report By
 BG2316  HISTORY     - 1976     MONUMENTED       FLDT
 BG2316  HISTORY     - 1976     GOOD             FLDT
 BG2316  HISTORY     - 19910521 GOOD             USPSQD
 BG2316
 BG2316                          STATION DESCRIPTION
 BG2316
 BG2316'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2316'6.85 MI NW FROM SEAGROVE BEACH.
 BG2316'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2316'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2316'FOR ABOUT 4.8 MILES TO STATE ROUTE 83.  CONTINUE WEST-NORTHWEST ON
 BG2316'STATE ROUTE 30A FOR ABOUT 1.75 MILES TO A PAVED ROAD SOUTH, THEN GO
 BG2316'SOUTH ON THE PAVED ROAD FOR ABOUT 0.3 MILE AND REFERENCE MARK.  WHICH
 BG2316'IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2
 BG2316'INCHES BELOW GROUND.  IT IS 51.0 FEET EAST-SOUTHEAST OF CENTER OF THE
 BG2316'PAVED ROAD, 1.6 FEET NORTH-NORTHEAST OF A METAL WITNESS POST AND 1.4
 BG2316'FEET NORTH-NORTHEAST OF A RIGHT-OF-WAY MARKER POST.  SECTION 11, T3S,
 BG2316'R20W.
 BG2316
 BG2316                          STATION RECOVERY (1991)
 BG2316
 BG2316'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2357 ***********************************************************************
 BG2357  DESIGNATION -  60 76 A16
 BG2357  PID         -  BG2357
 BG2357  STATE/COUNTY-  FL/WALTON
 BG2357  COUNTRY     -  US
 BG2357  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2357
 BG2357                         *CURRENT SURVEY CONTROL
 BG2357  ______________________________________________________________________
 BG2357* NAD 83(1990) POSITION- 30 20 11.04317(N) 086 11 32.95208(W)   ADJUSTED
 BG2357* NAVD 88 ORTHO HEIGHT -     8.564 (meters)       28.10  (feet) ADJUSTED
 BG2357  ______________________________________________________________________
 BG2357  GEOID HEIGHT    -        -27.487 (meters)                     GEOID18
 BG2357  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 BG2357  DYNAMIC HEIGHT  -          8.553 (meters)       28.06  (feet) COMP
 BG2357  MODELED GRAVITY -    979,338.3   (mgal)                       NAVD 88
 BG2357
 BG2357  HORZ ORDER      -  SECOND
 BG2357  VERT ORDER      -  SECOND    CLASS II
 BG2357
 BG2357.The horizontal coordinates were established by classical geodetic methods
 BG2357.and adjusted by the National Geodetic Survey in May 1991.
 BG2357
 BG2357.The orthometric height was determined by differential leveling and
 BG2357.adjusted by the NATIONAL GEODETIC SURVEY
 BG2357.in June 1991.
 BG2357
 BG2357.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2357.GEOID18 height accuracy estimate available here.
 BG2357
 BG2357.Click photographs - Photos may exist for this station.
 BG2357
 BG2357.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2357
 BG2357.The dynamic height is computed by dividing the NAVD 88
 BG2357.geopotential number by the normal gravity value computed on the
 BG2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2357.degrees latitude (g = 980.6199 gals.).
 BG2357
 BG2357.The modeled gravity was interpolated from observed gravity values.
 BG2357
 BG2357. The following values were computed from the NAD 83(1990) position.
 BG2357
 BG2357;                    North         East     Units Scale Factor Converg.
 BG2357;SPC FL N     -   149,345.021   437,265.506   MT  0.99995277   -0 51 01.9
 BG2357;SPC FL N     -   489,976.12  1,434,595.25   sFT  0.99995277   -0 51 01.9
 BG2357;UTM  16      - 3,356,338.528   577,620.038   MT  0.99967433   +0 24 28.4
 BG2357
 BG2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2357!SPC FL N     -   1.00000297  x   0.99995277  =   0.99995574
 BG2357!UTM  16      -   1.00000297  x   0.99967433  =   0.99967730
 BG2357
 BG2357:                Primary Azimuth Mark                     Grid Az
 BG2357:SPC FL N     -  HIGH                                     287 10 52.9
 BG2357:UTM  16      -  HIGH                                     285 55 22.6
 BG2357
 BG2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7762056338(NAD 83)
 BG2357
 BG2357|---------------------------------------------------------------------|
 BG2357| PID    Reference Object                     Distance      Geod. Az  |
 BG2357|                                                           dddmmss.s |
 BG2357| BG2380 60 76 A16 RM 1                                     06922     |
 BG2357| BG2242 HIGH                                APPROX. 1.2 KM 2861951.0 |
 BG2357| BG2317 60 76 A16 RM 2                       11.957 METERS 29724     |
 BG2357|---------------------------------------------------------------------|
 BG2357
 BG2357                          SUPERSEDED SURVEY CONTROL
 BG2357
 BG2357  NAD 83(1986)-  30 20 11.05716(N)    086 11 32.96065(W) AD(       ) 2
 BG2357  NAD 27      -  30 20 10.33296(N)    086 11 33.16627(W) AD(       ) 2
 BG2357  NGVD 29 (07/19/86)    8.73   (m)           28.6    (f) LEVELING    3  
 BG2357
 BG2357.Superseded values are not recommended for survey control.
 BG2357
 BG2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2357.See file dsdata.pdf to determine how the superseded data were derived.
 BG2357
 BG2357_MARKER: DD = SURVEY DISK
 BG2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2357_STAMPING: 60 76 A16
 BG2357_MARK LOGO: FLDT
 BG2357_PROJECTION: FLUSH
 BG2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2357+STABILITY: SURFACE MOTION
 BG2357
 BG2357  HISTORY     - Date     Condition        Report By
 BG2357  HISTORY     - 1976     MONUMENTED       FLDT
 BG2357  HISTORY     - 1976     GOOD             FLDT
 BG2357  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2357  HISTORY     - 19970527 MARK NOT FOUND   USPSQD
 BG2357  HISTORY     - 20030216 MARK NOT FOUND   USPSQD
 BG2357
 BG2357                          STATION DESCRIPTION
 BG2357
 BG2357'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2357'STATION IS LOCATED ABOUT 3-1/2 MILES SOUTH OF SANTA ROSA BEACH
 BG2357'AND ABOUT 18-1/2 MILES EAST-SOUTHEAST OF DESTIN, ON THE NORTH
 BG2357'SIDE OF STATE ROUTE 83.
 BG2357'
 BG2357'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2357'STATE ROUTE 30A, IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2357'WEST-NORTHWEST ON STATE ROUTE 30A FOR 4.8 MILES TO STATE
 BG2357'ROUTE 83.  TURN LEFT AND GO SOUTH ON STATE ROUTE 83 FOR 0.15
 BG2357'MILES TO INTERSECTION.  TURN LEFT AND GO EAST-SOUTHEAST ON
 BG2357'STATE ROUTE 83 FOR 0.55 MILES TO STATION ON THE LEFT.
 BG2357'
 BG2357'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2357'RESOURCES BRASS DISK, STAMPED 60 76 A16, SET IN THE TOP OF A
 BG2357'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BG2357'15.8 FEET SOUTH OF A METAL WITNESS POST, 24.8 FEET SOUTHEAST OF
 BG2357'A 6 INCH PALM TREE, 25.5 FEET NORTH OF CENTERLINE OF STATE ROUTE
 BG2357'83 AND 58.0 FEET SOUTH-WEST OF AN 8 INCH PALM TREE.
 BG2357'
 BG2357'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2357'TRANSPORTATION BRASS DISK, STAMPED 60 76 A16 RM NO 1, SET IN THE
 BG2357'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2357'THE GROUND.  IT IS 2.2 FEET SOUTH OF A METAL WITNESS POST, 16.3
 BG2357'FEET NORTHWEST OF AN 8 INCH PALM TREE AND 41.7 FEET NORTH OF
 BG2357'CENTERLINE OF STATE ROUTE 83.
 BG2357'
 BG2357'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2357'TRANSPORTATION BRASS DISK, STAMPED 60 76 A16 RM NO 2, SET IN THE
 BG2357'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2357'THE GROUND.  IT IS 1.9 FEET SOUTH OF A METAL WITNESS POST, 15.0
 BG2357'FEET WEST OF A 6 INCH PALM TREE AND 42.5 FEET NORTH OF CENTER OF
 BG2357'STATE ROUTE 83.
 BG2357
 BG2357                          STATION RECOVERY (1976)
 BG2357
 BG2357'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2357'5.5 MI NW FROM SEAGROVE BEACH.
 BG2357'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2357'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2357'FOR ABOUT 4.8 MILES TO STATE ROUTE 83, THEN GO SOUTH ON STATE ROUTE 83
 BG2357'FOR ABOUT 0.15 MILE TO AN INTERSECTION.  CONTINUE ON STATE ROUTE 83
 BG2357'EAST-SOUTHEAST FOR ABOUT 0.55 MILE AND STATION.  WHICH IS SET IN THE
 BG2357'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS 58.0
 BG2357'FEET SOUTHWEST OF AN 8 INCH PALM TREE, 25.5 FEET NORTH OF CENTER OF
 BG2357'STATE ROUTE 83, 24.8 FEET SOUTHEAST OF A 6 INCH PALM TREE AND 15.8
 BG2357'FEET SOUTH OF A METAL WITNESS POST.  SECTION 7, T3S, R19W.
 BG2357
 BG2357                          STATION RECOVERY (1991)
 BG2357
 BG2357'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2357'MARK NOT FOUND.
 BG2357
 BG2357                          STATION RECOVERY (1997)
 BG2357
 BG2357'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2357'MARK NOT FOUND.
 BG2357
 BG2357                          STATION RECOVERY (2003)
 BG2357
 BG2357'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 BG2357'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2380 ***********************************************************************
 BG2380  DESIGNATION -  60 76 A16 RM 1
 BG2380  PID         -  BG2380
 BG2380  STATE/COUNTY-  FL/WALTON
 BG2380  COUNTRY     -  US
 BG2380  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2380
 BG2380                         *CURRENT SURVEY CONTROL
 BG2380  ______________________________________________________________________
 BG2380* NAD 83(1986) POSITION- 30 20 11.     (N) 086 11 33.     (W)   SCALED
 BG2380* NAVD 88 ORTHO HEIGHT -     8.963 (meters)       29.41  (feet) ADJUSTED
 BG2380  ______________________________________________________________________
 BG2380  GEOID HEIGHT    -        -27.487 (meters)                     GEOID18
 BG2380  DYNAMIC HEIGHT  -          8.951 (meters)       29.37  (feet) COMP
 BG2380  MODELED GRAVITY -    979,338.3   (mgal)                       NAVD 88
 BG2380
 BG2380  VERT ORDER      -  SECOND    CLASS II
 BG2380
 BG2380.The horizontal coordinates were scaled from a map and have
 BG2380.an estimated accuracy of +/- 6 seconds.
 BG2380
 BG2380.The orthometric height was determined by differential leveling and
 BG2380.adjusted by the NATIONAL GEODETIC SURVEY
 BG2380.in June 1991.
 BG2380
 BG2380.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2380.GEOID18 height accuracy estimate available here.
 BG2380
 BG2380.Click photographs - Photos may exist for this station.
 BG2380
 BG2380.The dynamic height is computed by dividing the NAVD 88
 BG2380.geopotential number by the normal gravity value computed on the
 BG2380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2380.degrees latitude (g = 980.6199 gals.).
 BG2380
 BG2380.The modeled gravity was interpolated from observed gravity values.
 BG2380
 BG2380;                    North         East    Units  Estimated Accuracy
 BG2380;SPC FL N     -   149,340.      437,260.      MT  (+/- 180 meters Scaled)
 BG2380
 BG2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU776563(NAD 83)
 BG2380
 BG2380                          SUPERSEDED SURVEY CONTROL
 BG2380
 BG2380.No superseded survey control is available for this station.
 BG2380
 BG2380_MARKER: DD = SURVEY DISK
 BG2380_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2380_STAMPING: 60 76 A16 RM NO1
 BG2380_MARK LOGO: FLDT
 BG2380_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2380
 BG2380  HISTORY     - Date     Condition        Report By
 BG2380  HISTORY     - 1976     MONUMENTED       FLDT
 BG2380  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2380
 BG2380                          STATION DESCRIPTION
 BG2380
 BG2380'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2380'5.5 MI NW FROM SEAGROVE BEACH.
 BG2380'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2380'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2380'FOR ABOUT 4.8 MILES TO STATE ROUTE 83, THEN GO SOUTH ON STATE ROUTE 83
 BG2380'FOR ABOUT 0.15 MILE TO AN INTERSECTION.  CONTINUE ON STATE ROUTE 83
 BG2380'EAST-SOUTHEAST FOR ABOUT 0.55 MILE AND REFERENCE MARK.  WHICH IS SET
 BG2380'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW
 BG2380'GROUND.  IT IS 41.7 FEET NORTH OF CENTER OF STATE ROUTE 83, 16.3 FEET
 BG2380'NORTHWEST OF AN 8 INCH PALM TREE AND 2.2 FEET SOUTH OF A METAL WITNESS
 BG2380'POST.  SECTION 7, T 3S, R19W.
 BG2380
 BG2380                          STATION RECOVERY (1991)
 BG2380
 BG2380'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2380'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2317 ***********************************************************************
 BG2317  DESIGNATION -  60 76 A16 RM 2
 BG2317  PID         -  BG2317
 BG2317  STATE/COUNTY-  FL/WALTON
 BG2317  COUNTRY     -  US
 BG2317  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2317
 BG2317                         *CURRENT SURVEY CONTROL
 BG2317  ______________________________________________________________________
 BG2317* NAD 83(1986) POSITION- 30 20 11.22   (N) 086 11 33.35   (W)   HD_HELD1
 BG2317* NAVD 88 ORTHO HEIGHT -     9.180 (meters)       30.12  (feet) ADJUSTED
 BG2317  ______________________________________________________________________
 BG2317  GEOID HEIGHT    -        -27.487 (meters)                     GEOID18
 BG2317  DYNAMIC HEIGHT  -          9.168 (meters)       30.08  (feet) COMP
 BG2317  MODELED GRAVITY -    979,338.3   (mgal)                       NAVD 88
 BG2317
 BG2317  VERT ORDER      -  SECOND    CLASS II
 BG2317
 BG2317.The horizontal coordinates were determined by differentially corrected
 BG2317.hand held GPS observations or other comparable positioning techniques
 BG2317.and have an estimated accuracy of +/- 3 meters.
 BG2317
 BG2317.The orthometric height was determined by differential leveling and
 BG2317.adjusted by the NATIONAL GEODETIC SURVEY
 BG2317.in June 1991.
 BG2317
 BG2317.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2317.GEOID18 height accuracy estimate available here.
 BG2317
 BG2317.Click photographs - Photos may exist for this station.
 BG2317
 BG2317.The dynamic height is computed by dividing the NAVD 88
 BG2317.geopotential number by the normal gravity value computed on the
 BG2317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2317.degrees latitude (g = 980.6199 gals.).
 BG2317
 BG2317.The modeled gravity was interpolated from observed gravity values.
 BG2317
 BG2317;                    North         East    Units  Estimated Accuracy
 BG2317;SPC FL N     -   149,350.6     437,255.0     MT  (+/- 3 meters HH1 GPS) 
 BG2317
 BG2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7760956343(NAD 83)
 BG2317
 BG2317                          SUPERSEDED SURVEY CONTROL
 BG2317
 BG2317.No superseded survey control is available for this station.
 BG2317
 BG2317_MARKER: DD = SURVEY DISK
 BG2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2317_STAMPING: 60 76 A16 RM NO 2
 BG2317_MARK LOGO: FLDT
 BG2317_PROJECTION: FLUSH
 BG2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2317+STABILITY: SURFACE MOTION
 BG2317
 BG2317  HISTORY     - Date     Condition        Report By
 BG2317  HISTORY     - 1976     MONUMENTED       FLDT
 BG2317  HISTORY     - 1976     GOOD             FLDT
 BG2317  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2317
 BG2317                          STATION DESCRIPTION
 BG2317
 BG2317'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2317'5.5 MI NW FROM SEAGROVE BEACH.
 BG2317'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2317'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2317'FOR ABOUT 4.8 MILES TO STATE ROUTE 83.  THEN GO SOUTH ON STATE ROUTE
 BG2317'83 FOR ABOUT 0.15 MILE TO AN INTERSECTION.  CONTINUE ON STATE ROUTE 83
 BG2317'EAST-SOUTHEAST FOR ABOUT 0.55 MILE AND REFERENCE MARK.  WHICH IS SET
 BG2317'IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH
 BG2317'THE GROUND.  IT IS 42.5 FEET NORTH OF CENTER OF STATE ROUTE 83, 15.0
 BG2317'FEET WEST OF A 6 INCH PALM TREE AND 1.9 FEET SOUTH OF A METAL WITNESS
 BG2317'POST.  SECTION 7, T 3S, R19W.
 BG2317
 BG2317                          STATION RECOVERY (1991)
 BG2317
 BG2317'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2317'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2358 ***********************************************************************
 BG2358  DESIGNATION -  60 76 A17
 BG2358  PID         -  BG2358
 BG2358  STATE/COUNTY-  FL/WALTON
 BG2358  COUNTRY     -  US
 BG2358  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2358
 BG2358                         *CURRENT SURVEY CONTROL
 BG2358  ______________________________________________________________________
 BG2358* NAD 83(1990) POSITION- 30 19 55.18647(N) 086 10 48.75812(W)   ADJUSTED
 BG2358* NAVD 88 ORTHO HEIGHT -     8.899 (meters)       29.20  (feet) ADJUSTED
 BG2358  ______________________________________________________________________
 BG2358  GEOID HEIGHT    -        -27.494 (meters)                     GEOID18
 BG2358  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 BG2358  DYNAMIC HEIGHT  -          8.887 (meters)       29.16  (feet) COMP
 BG2358  MODELED GRAVITY -    979,337.2   (mgal)                       NAVD 88
 BG2358
 BG2358  HORZ ORDER      -  SECOND
 BG2358  VERT ORDER      -  SECOND    CLASS II
 BG2358
 BG2358.The horizontal coordinates were established by classical geodetic methods
 BG2358.and adjusted by the National Geodetic Survey in May 1991.
 BG2358
 BG2358.The orthometric height was determined by differential leveling and
 BG2358.adjusted by the NATIONAL GEODETIC SURVEY
 BG2358.in June 1991.
 BG2358
 BG2358.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2358.GEOID18 height accuracy estimate available here.
 BG2358
 BG2358.Click photographs - Photos may exist for this station.
 BG2358
 BG2358.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2358
 BG2358.The dynamic height is computed by dividing the NAVD 88
 BG2358.geopotential number by the normal gravity value computed on the
 BG2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2358.degrees latitude (g = 980.6199 gals.).
 BG2358
 BG2358.The modeled gravity was interpolated from observed gravity values.
 BG2358
 BG2358. The following values were computed from the NAD 83(1990) position.
 BG2358
 BG2358;                    North         East     Units Scale Factor Converg.
 BG2358;SPC FL N     -   148,839.350   438,438.586   MT  0.99995255   -0 50 39.7
 BG2358;SPC FL N     -   488,317.10  1,438,443.93   sFT  0.99995255   -0 50 39.7
 BG2358;UTM  16      - 3,355,858.874   578,803.612   MT  0.99967661   +0 24 50.5
 BG2358
 BG2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2358!SPC FL N     -   1.00000292  x   0.99995255  =   0.99995547
 BG2358!UTM  16      -   1.00000292  x   0.99967661  =   0.99967953
 BG2358
 BG2358:                Primary Azimuth Mark                     Grid Az
 BG2358:SPC FL N     -  60 76 A16                                293 19 08.9
 BG2358:UTM  16      -  60 76 A16                                292 03 38.7
 BG2358
 BG2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7880355858(NAD 83)
 BG2358
 BG2358|---------------------------------------------------------------------|
 BG2358| PID    Reference Object                     Distance      Geod. Az  |
 BG2358|                                                           dddmmss.s |
 BG2358| BG2381 60 76 A17 RM 1                       13.895 METERS 10521     |
 BG2358| BG2318 60 76 A17 RM 2                       11.593 METERS 29127     |
 BG2358| BG2357 60 76 A16                           APPROX. 1.3 KM 2922829.2 |
 BG2358|---------------------------------------------------------------------|
 BG2358
 BG2358                          SUPERSEDED SURVEY CONTROL
 BG2358
 BG2358  NAD 83(1986)-  30 19 55.20032(N)    086 10 48.76673(W) AD(       ) 2
 BG2358  NAD 27      -  30 19 54.47514(N)    086 10 48.97388(W) AD(       ) 2
 BG2358  NGVD 29 (07/19/86)    9.06   (m)           29.7    (f) LEVELING    3  
 BG2358
 BG2358.Superseded values are not recommended for survey control.
 BG2358
 BG2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2358.See file dsdata.pdf to determine how the superseded data were derived.
 BG2358
 BG2358_MARKER: DD = SURVEY DISK
 BG2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2358_STAMPING: 60 76 A17
 BG2358_MARK LOGO: FLDT
 BG2358_PROJECTION: FLUSH
 BG2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2358+STABILITY: SURFACE MOTION
 BG2358
 BG2358  HISTORY     - Date     Condition        Report By
 BG2358  HISTORY     - 1976     MONUMENTED       FLDT
 BG2358  HISTORY     - 1976     GOOD             FLDT
 BG2358  HISTORY     - 20210220 MARK NOT FOUND   UFL
 BG2358
 BG2358                          STATION DESCRIPTION
 BG2358
 BG2358'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2358'STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF SANTA ROSA BEACH
 BG2358'AND ABOUT 19 MILES WEST-NORTHWEST OF PANAMA CITY BEACH ON THE
 BG2358'TOP OF SAND DUNES ON THE GULF OF MEXICO BEACH.
 BG2358'
 BG2358'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2358'STATE ROUTE 30A, IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2358'WEST-NORTHWEST ON STATE ROUTE 30A FOR 2.9 MILES TO STATE
 BG2358'ROUTE 283.  TURN LEFT AND GO SOUTH ON STATE ROUTE 283 FOR
 BG2358'0.55 MILES TO END OF ROAD, (FROM THIS POINT ON, A FOUR WHEEL
 BG2358'VEHICLE IS NEEDED TO CONTINUE TO STATION) CONTINUE SOUTH FOR 0.1
 BG2358'MILES TO BEACH.  TURN RIGHT AND GO WEST-NORTHWEST ALONG BEACH
 BG2358'FOR 1.0 MILES TO STATION ON THE RIGHT.
 BG2358'
 BG2358'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2358'RESOURCES BRASS DISK, STAMPED 60 76 A17, SET IN THE TOP OF A
 BG2358'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BG2358'2.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 51 FEET
 BG2358'NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNES.
 BG2358'
 BG2358'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2358'TRANSPORTATION BRASS DISK, STAMPED 60 76 A17 RM NO 1, SET IN THE
 BG2358'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2358'THE GROUND.  IT IS 2.1 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BG2358'POST AND 52 FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNES.
 BG2358'
 BG2358'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2358'TRANSPORTATION BRASS DISK, STAMPED 60 76 A17 RM NO 2, SET IN
 BG2358'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH
 BG2358'BELOW THE GROUND.  IT IS 1.7 FEET SOUTH-SOUTHWEST OF A METAL
 BG2358'WITNESS POST AND 51 FEET NORTH-EAST OF SOUTH EDGE OF SAND DUNES.
 BG2358
 BG2358                          STATION RECOVERY (1976)
 BG2358
 BG2358'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2358'4.55 MI NW FROM SEAGROVE BEACH.
 BG2358'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2358'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2358'FOR ABOUT 2.9 MILES TO STATE ROUTE 283, THEN GO SOUTH ON STATE ROUTE
 BG2358'283 FOR ABOUT 0.65 MILE TO BEACH, THEN GO WEST-NORTHWEST ALONG THE
 BG2358'BEACH FOR ABOUT 1.0 MILE AND STATION ON TOP OF SAND DUNE.  WHICH IS
 BG2358'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. IT
 BG2358'IS 51.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE AND
 BG2358'2.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 7, T3S,
 BG2358'R19W.
 BG2358
 BG2358                          STATION RECOVERY (2021)
 BG2358
 BG2358'RECOVERY NOTE BY UNIVERSITY OF FLORIDA 2021 (HAL)
 BG2358'A REAL TIME KINEMATIC GNSS STAKEOUT WAS CONDUCTED TO LOCATE THE MARK.
 BG2358'UPON REACHING THE HORIZONTAL LOCATION OF THE MARK, THE ELEVATION
 BG2358'DIFFERENCE INDICATED BETWEEN THE MARK AND THE GNSS ROVER WAS
 BG2358'APPROXIMATELY 5 M (16.4 FT).  THE MARK, IF IT STILL EXISTS, IS BURIED
 BG2358'BENEATH A PROTECTED DUNE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2381 ***********************************************************************
 BG2381  DESIGNATION -  60 76 A17 RM 1
 BG2381  PID         -  BG2381
 BG2381  STATE/COUNTY-  FL/WALTON
 BG2381  COUNTRY     -  US
 BG2381  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2381
 BG2381                         *CURRENT SURVEY CONTROL
 BG2381  ______________________________________________________________________
 BG2381* NAD 83(1986) POSITION- 30 19 55.07   (N) 086 10 48.26   (W)   HD_HELD1
 BG2381* NAVD 88 ORTHO HEIGHT -     8.749 (meters)       28.70  (feet) ADJUSTED
 BG2381  ______________________________________________________________________
 BG2381  GEOID HEIGHT    -        -27.494 (meters)                     GEOID18
 BG2381  DYNAMIC HEIGHT  -          8.737 (meters)       28.66  (feet) COMP
 BG2381  MODELED GRAVITY -    979,337.2   (mgal)                       NAVD 88
 BG2381
 BG2381  VERT ORDER      -  SECOND    CLASS II
 BG2381
 BG2381.The horizontal coordinates were determined by differentially corrected
 BG2381.hand held GPS observations or other comparable positioning techniques
 BG2381.and have an estimated accuracy of +/- 3 meters.
 BG2381
 BG2381.The orthometric height was determined by differential leveling and
 BG2381.adjusted by the NATIONAL GEODETIC SURVEY
 BG2381.in June 1991.
 BG2381
 BG2381.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2381.GEOID18 height accuracy estimate available here.
 BG2381
 BG2381.Click photographs - Photos may exist for this station.
 BG2381
 BG2381.The dynamic height is computed by dividing the NAVD 88
 BG2381.geopotential number by the normal gravity value computed on the
 BG2381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2381.degrees latitude (g = 980.6199 gals.).
 BG2381
 BG2381.The modeled gravity was interpolated from observed gravity values.
 BG2381
 BG2381;                    North         East    Units  Estimated Accuracy
 BG2381;SPC FL N     -   148,835.6     438,451.8     MT  (+/- 3 meters HH1 GPS) 
 BG2381
 BG2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7881655855(NAD 83)
 BG2381
 BG2381                          SUPERSEDED SURVEY CONTROL
 BG2381
 BG2381.No superseded survey control is available for this station.
 BG2381
 BG2381_MARKER: DD = SURVEY DISK
 BG2381_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2381_STAMPING: 60 76 A17 RM NO1
 BG2381_MARK LOGO: FLDT
 BG2381_PROJECTION: RECESSED 3 CENTIMETERS
 BG2381_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2381
 BG2381  HISTORY     - Date     Condition        Report By
 BG2381  HISTORY     - 1976     MONUMENTED       FLDT
 BG2381
 BG2381                          STATION DESCRIPTION
 BG2381
 BG2381'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2381'4.55 MI NW FROM SEAGROVE BEACH.
 BG2381'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2381'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2381'FOR ABOUT 2.9 MILES TO STATE ROUTE 283, THEN GO SOUTH ON STATE ROUTE
 BG2381'283 FOR ABOUT 0.65 MILE TO BEACH, THEN GO WEST-NORTHWEST ALONG THE
 BG2381'BEACH FOR ABOUT 1.0 MILE AND REFERENCE MARK ON TOP OF SAND DUNE. WHICH
 BG2381'IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH
 BG2381'BELOW GROUND.  IT IS 52.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF
 BG2381'THE SAND DUNE AND 2.1 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 BG2381'SECTION 7, T3S, R19W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2318 ***********************************************************************
 BG2318  DESIGNATION -  60 76 A17 RM 2
 BG2318  PID         -  BG2318
 BG2318  STATE/COUNTY-  FL/WALTON
 BG2318  COUNTRY     -  US
 BG2318  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2318
 BG2318                         *CURRENT SURVEY CONTROL
 BG2318  ______________________________________________________________________
 BG2318* NAD 83(1986) POSITION- 30 19 55.32   (N) 086 10 49.16   (W)   HD_HELD1
 BG2318* NAVD 88 ORTHO HEIGHT -     8.767 (meters)       28.76  (feet) ADJUSTED
 BG2318  ______________________________________________________________________
 BG2318  GEOID HEIGHT    -        -27.494 (meters)                     GEOID18
 BG2318  DYNAMIC HEIGHT  -          8.756 (meters)       28.73  (feet) COMP
 BG2318  MODELED GRAVITY -    979,337.2   (mgal)                       NAVD 88
 BG2318
 BG2318  VERT ORDER      -  SECOND    CLASS II
 BG2318
 BG2318.The horizontal coordinates were determined by differentially corrected
 BG2318.hand held GPS observations or other comparable positioning techniques
 BG2318.and have an estimated accuracy of +/- 3 meters.
 BG2318
 BG2318.The orthometric height was determined by differential leveling and
 BG2318.adjusted by the NATIONAL GEODETIC SURVEY
 BG2318.in June 1991.
 BG2318
 BG2318.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2318.GEOID18 height accuracy estimate available here.
 BG2318
 BG2318.Click photographs - Photos may exist for this station.
 BG2318
 BG2318.The dynamic height is computed by dividing the NAVD 88
 BG2318.geopotential number by the normal gravity value computed on the
 BG2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2318.degrees latitude (g = 980.6199 gals.).
 BG2318
 BG2318.The modeled gravity was interpolated from observed gravity values.
 BG2318
 BG2318;                    North         East    Units  Estimated Accuracy
 BG2318;SPC FL N     -   148,843.6     438,427.9     MT  (+/- 3 meters HH1 GPS) 
 BG2318
 BG2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7879255862(NAD 83)
 BG2318
 BG2318                          SUPERSEDED SURVEY CONTROL
 BG2318
 BG2318.No superseded survey control is available for this station.
 BG2318
 BG2318_MARKER: DD = SURVEY DISK
 BG2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2318_STAMPING: 60 76 A17 RM NO 2
 BG2318_MARK LOGO: FLDT
 BG2318_PROJECTION: RECESSED 3 CENTIMETERS
 BG2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2318+STABILITY: SURFACE MOTION
 BG2318
 BG2318  HISTORY     - Date     Condition        Report By
 BG2318  HISTORY     - 1976     MONUMENTED       FLDT
 BG2318  HISTORY     - 1976     GOOD             FLDT
 BG2318
 BG2318                          STATION DESCRIPTION
 BG2318
 BG2318'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2318'4.55 MI NW FROM SEAGROVE BEACH.
 BG2318'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2318'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2318'FOR ABOUT 2.9 MILES TO STATE ROUTE 283, THEN GO SOUTH ON STATE ROUTE
 BG2318'283 FOR ABOUT 0.65 MILE TO BEACH, THEN GO WEST-NORTHWEST ALONG THE
 BG2318'BEACH FOR ABOUT 1.0 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP
 BG2318'OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW GROUND. IT
 BG2318'IS 51.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE AND
 BG2318'1.7 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 7, T3S,
 BG2318'R19W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2359 ***********************************************************************
 BG2359  DESIGNATION -  60 76 A18
 BG2359  PID         -  BG2359
 BG2359  STATE/COUNTY-  FL/WALTON
 BG2359  COUNTRY     -  US
 BG2359  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2359
 BG2359                         *CURRENT SURVEY CONTROL
 BG2359  ______________________________________________________________________
 BG2359* NAD 83(1990) POSITION- 30 19 43.05099(N) 086 10 05.08353(W)   ADJUSTED
 BG2359* NAVD 88 ORTHO HEIGHT -    10.385 (meters)       34.07  (feet) ADJUSTED
 BG2359  ______________________________________________________________________
 BG2359  GEOID HEIGHT    -        -27.503 (meters)                     GEOID18
 BG2359  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 BG2359  DYNAMIC HEIGHT  -         10.372 (meters)       34.03  (feet) COMP
 BG2359  MODELED GRAVITY -    979,336.3   (mgal)                       NAVD 88
 BG2359
 BG2359  HORZ ORDER      -  SECOND
 BG2359  VERT ORDER      -  SECOND    CLASS II
 BG2359
 BG2359.The horizontal coordinates were established by classical geodetic methods
 BG2359.and adjusted by the National Geodetic Survey in May 1991.
 BG2359
 BG2359.The orthometric height was determined by differential leveling and
 BG2359.adjusted by the NATIONAL GEODETIC SURVEY
 BG2359.in June 1991.
 BG2359
 BG2359.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2359.GEOID18 height accuracy estimate available here.
 BG2359
 BG2359.Click photographs - Photos may exist for this station.
 BG2359
 BG2359.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2359
 BG2359.The dynamic height is computed by dividing the NAVD 88
 BG2359.geopotential number by the normal gravity value computed on the
 BG2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2359.degrees latitude (g = 980.6199 gals.).
 BG2359
 BG2359.The modeled gravity was interpolated from observed gravity values.
 BG2359
 BG2359. The following values were computed from the NAD 83(1990) position.
 BG2359
 BG2359;                    North         East     Units Scale Factor Converg.
 BG2359;SPC FL N     -   148,448.580   439,599.577   MT  0.99995238   -0 50 17.7
 BG2359;SPC FL N     -   487,035.05  1,442,252.95   sFT  0.99995238   -0 50 17.7
 BG2359;UTM  16      - 3,355,493.795   579,972.584   MT  0.99967890   +0 25 12.4
 BG2359
 BG2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2359!SPC FL N     -   1.00000269  x   0.99995238  =   0.99995507
 BG2359!UTM  16      -   1.00000269  x   0.99967890  =   0.99968159
 BG2359
 BG2359:                Primary Azimuth Mark                     Grid Az
 BG2359:SPC FL N     -  60 76 A18 AZ MK                          111 01 54.2
 BG2359:UTM  16      -  60 76 A18 AZ MK                          109 46 24.1
 BG2359
 BG2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7997255493(NAD 83)
 BG2359
 BG2359|---------------------------------------------------------------------|
 BG2359| PID    Reference Object                     Distance      Geod. Az  |
 BG2359|                                                           dddmmss.s |
 BG2359| BG2382 60 76 A18 RM 1                        9.318 METERS 05931     |
 BG2359| BG2451 60 76 A18 AZ MK                     APPROX. 0.6 KM 1101136.5 |
 BG2359| BG2319 60 76 A18 RM 2                       16.870 METERS 25635     |
 BG2359|---------------------------------------------------------------------|
 BG2359
 BG2359                          SUPERSEDED SURVEY CONTROL
 BG2359
 BG2359  NAD 83(1986)-  30 19 43.06470(N)    086 10 05.09217(W) AD(       ) 2
 BG2359  NAD 27      -  30 19 42.33886(N)    086 10 05.30070(W) AD(       ) 2
 BG2359  NGVD 29 (07/19/86)   10.55   (m)           34.6    (f) LEVELING    3  
 BG2359
 BG2359.Superseded values are not recommended for survey control.
 BG2359
 BG2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2359.See file dsdata.pdf to determine how the superseded data were derived.
 BG2359
 BG2359_MARKER: DD = SURVEY DISK
 BG2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2359_STAMPING: 60 76 A18
 BG2359_MARK LOGO: FLDT
 BG2359_PROJECTION: RECESSED 5 CENTIMETERS
 BG2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2359+STABILITY: SURFACE MOTION
 BG2359
 BG2359  HISTORY     - Date     Condition        Report By
 BG2359  HISTORY     - 1976     MONUMENTED       FLDT
 BG2359  HISTORY     - 1976     GOOD             FLDT
 BG2359  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2359  HISTORY     - 19980428 MARK NOT FOUND   USPSQD
 BG2359
 BG2359                          STATION DESCRIPTION
 BG2359
 BG2359'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2359'STATION IS LOCATED ABOUT 4-3/4 MILES SOUTHEAST OF SANTA ROSA
 BG2359'BEACH AND ABOUT 18 MILES WEST-NORTHWEST OF PANAMA CITY BEACH, ON
 BG2359'THE TOP OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2359'
 BG2359'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2359'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2359'WEST-NORTHWEST ON STATE ROUTE 30A FOR 2.9 MILES TO STATE
 BG2359'ROUTE 283.  TURN RIGHT AND GO SOUTH ON STATE ROUTE 283 FOR 0.55
 BG2359'MILES TO STATION ON THE RIGHT APPROXIMATELY 150 YARDS SOUTHWEST
 BG2359'OF END OF PAVEMENT.
 BG2359'
 BG2359'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2359'RESOURCES BRASS DISK, STAMPED 60 76 A18, SET IN THE TOP OF A
 BG2359'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS
 BG2359'2.4 FEET SOUTH OF A METAL WITNESS POST, 34.0 FEET NORTH-NORTHEAST
 BG2359'OF THE SOUTH BOTTOM OF SAND DUNE AND 90 FEET NORTH-NORTHEAST OF
 BG2359'SOUTH EDGE OF SAND DUNES.
 BG2359'
 BG2359'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2359'TRANSPORTATION BRASS DISK, STAMPED 60 76 A18 RM NO 1, SET IN THE
 BG2359'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT.  IT IS 1.9 FEET
 BG2359'SOUTHWEST OF A METAL WITNESS POST AND 104.0 FEET NORTH-NORTHEAST
 BG2359'OF SOUTH EDGE OF SAND DUNES.
 BG2359'
 BG2359'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2359'TRANSPORTATION BRASS DISK, STAMPED 60 76 A18 RM NO 2, SET IN THE
 BG2359'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH ABOVE
 BG2359'THE GROUND.  IT IS 2.0 FEET SOUTH OF A METAL WITNESS POST AND
 BG2359'68 FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNES.
 BG2359'
 BG2359'TO REACH AZIMUTH MARK FROM STATION.  GO EAST ALONG BEACH FOR
 BG2359'0.4 MILES TO AZIMUTH MARK ON TOP OF SAND DUNE ON THE LEFT.  IT IS
 BG2359'A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS DISK,
 BG2359'STAMPED 60 76 A18 AZ MK, SET IN THE TOP OF A 4 INCH X 4 INCH
 BG2359'CONCRETE MONUMENT THAT IS 1 INCH ABOVE THE GROUND.  IT IS 1.0
 BG2359'FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 21 FEET EAST OF
 BG2359'EAST EDGE OF SAND DUNE AND 25 FEET NORTH-NORTHEAST OF SOUTH
 BG2359'EDGE OF SAND DUNE.
 BG2359
 BG2359                          STATION RECOVERY (1976)
 BG2359
 BG2359'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2359'3.5 MI NW FROM SEAGROVE BEACH.
 BG2359'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2359'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2359'FOR ABOUT 2.9 MILES TO STATE ROUTE 283, THEN GO SOUTH ON STATE ROUTE
 BG2359'283 FOR ABOUT 0.6 MILE AND STATION.  WHICH IS SET IN THE TOP OF A
 BG2359'ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 90.0 FEET
 BG2359'NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE LINE, 34.0 FEET
 BG2359'NORTH-NORTHEAST OF THE SOUTH BOTTOM OF THE SAND DUNE AND 2.4 FEET
 BG2359'SOUTH OF A METAL WITNESS POST.  SECTION 17, T3S, R19W.
 BG2359
 BG2359                          STATION RECOVERY (1991)
 BG2359
 BG2359'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2359'MARK NOT FOUND.
 BG2359
 BG2359                          STATION RECOVERY (1998)
 BG2359
 BG2359'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2359'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2451 ***********************************************************************
 BG2451  DESIGNATION -  60 76 A18 AZ MK
 BG2451  PID         -  BG2451
 BG2451  STATE/COUNTY-  FL/WALTON
 BG2451  COUNTRY     -  US
 BG2451  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2451
 BG2451                         *CURRENT SURVEY CONTROL
 BG2451  ______________________________________________________________________
 BG2451* NAD 83(1990) POSITION- 30 19 36.55526(N) 086 09 44.72616(W)   NO CHECK
 BG2451* NAVD 88 ORTHO HEIGHT -     7.067 (meters)       23.19  (feet) ADJUSTED
 BG2451  ______________________________________________________________________
 BG2451  GEOID HEIGHT    -        -27.508 (meters)                     GEOID18
 BG2451  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 BG2451  DYNAMIC HEIGHT  -          7.058 (meters)       23.16  (feet) COMP
 BG2451  MODELED GRAVITY -    979,335.8   (mgal)                       NAVD 88
 BG2451
 BG2451  HORZ ORDER      -  THIRD
 BG2451  VERT ORDER      -  SECOND    CLASS II
 BG2451
 BG2451.The horizontal coordinates were established by classical geodetic methods
 BG2451.and adjusted by the National Geodetic Survey in May 1991.
 BG2451
 BG2451.No horizontal observational check was made to the station.
 BG2451
 BG2451.The orthometric height was determined by differential leveling and
 BG2451.adjusted by the NATIONAL GEODETIC SURVEY
 BG2451.in June 1991.
 BG2451
 BG2451.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2451.GEOID18 height accuracy estimate available here.
 BG2451
 BG2451.Click photographs - Photos may exist for this station.
 BG2451
 BG2451.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2451
 BG2451.The dynamic height is computed by dividing the NAVD 88
 BG2451.geopotential number by the normal gravity value computed on the
 BG2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2451.degrees latitude (g = 980.6199 gals.).
 BG2451
 BG2451.The modeled gravity was interpolated from observed gravity values.
 BG2451
 BG2451. The following values were computed from the NAD 83(1990) position.
 BG2451
 BG2451;                    North         East     Units Scale Factor Converg.
 BG2451;SPC FL N     -   148,240.640   440,140.383   MT  0.99995229   -0 50 07.5
 BG2451;SPC FL N     -   486,352.83  1,444,027.24   sFT  0.99995229   -0 50 07.5
 BG2451;UTM  16      - 3,355,297.835   580,517.677   MT  0.99967998   +0 25 22.6
 BG2451
 BG2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2451!SPC FL N     -   1.00000321  x   0.99995229  =   0.99995550
 BG2451!UTM  16      -   1.00000321  x   0.99967998  =   0.99968319
 BG2451
 BG2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8051755297(NAD 83)
 BG2451
 BG2451                          SUPERSEDED SURVEY CONTROL
 BG2451
 BG2451  NAD 83(1986)-  30 19 36.56890(N)    086 09 44.73482(W) AD(       ) 3
 BG2451  NAD 27      -  30 19 35.84279(N)    086 09 44.94401(W) AD(       ) 3
 BG2451  NGVD 29 (07/19/86)    7.24   (m)           23.8    (f) LEVELING    3  
 BG2451
 BG2451.Superseded values are not recommended for survey control.
 BG2451
 BG2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2451.See file dsdata.pdf to determine how the superseded data were derived.
 BG2451
 BG2451_MARKER: DD = SURVEY DISK
 BG2451_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2451_STAMPING: 60 76 A18 AZ MK
 BG2451_MARK LOGO: FLDT
 BG2451_PROJECTION: FLUSH
 BG2451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2451
 BG2451  HISTORY     - Date     Condition        Report By
 BG2451  HISTORY     - 1976     MONUMENTED       FLDT
 BG2451  HISTORY     - 1976     GOOD             FLDT
 BG2451  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2451
 BG2451                          STATION DESCRIPTION
 BG2451
 BG2451'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2451'MARK IS A STANDARD FLORIDA DEPT. OF TRANSPORTATION BRASS DISK,
 BG2451'STAMPED 60 76 A18 AZ MK, SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 BG2451'MONUMENT THAT IS 1 INCH ABOVE THE GROUND.  IT IS 1.0 FEET
 BG2451'SOUTH-SOUTHWEST OF A METAL WITNESS POST 21 FEET EAST OF EAST EDGE
 BG2451'OF SAND DUNE AND 25 FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND
 BG2451'DUNE.
 BG2451
 BG2451                          STATION RECOVERY (1976)
 BG2451
 BG2451'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2451'3.55 MI NW FROM SEAGROVE BEACH.
 BG2451'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2451'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2451'FOR ABOUT 2.15 MILES TO A PAVED ROAD LEADING SOUTH TO GRAYTON BEACH
 BG2451'STATE PARK, THEN GO SOUTH ON THE PAVED ROAD FOR ABOUT 0.75 MILE TO
 BG2451'BEACH, THEN GO NORTHWEST ALONG THE BEACH FOR ABOUT 0.65 MILE AND
 BG2451'AZIMUTH MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BG2451'CONCRETE MONUMENT FLUSH WITH THE GROUND.  SECTION 16, T3S, R19W.
 BG2451'NOTE-- AZIMUTH MARK IS 0.35 MILE EAST-SOUTHEAST OF 60 76 A18.
 BG2451
 BG2451                          STATION RECOVERY (1991)
 BG2451
 BG2451'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2451'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2382 ***********************************************************************
 BG2382  DESIGNATION -  60 76 A18 RM 1
 BG2382  PID         -  BG2382
 BG2382  STATE/COUNTY-  FL/WALTON
 BG2382  COUNTRY     -  US
 BG2382  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2382
 BG2382                         *CURRENT SURVEY CONTROL
 BG2382  ______________________________________________________________________
 BG2382* NAD 83(1986) POSITION- 30 19 43.20   (N) 086 10 04.78   (W)   HD_HELD1
 BG2382* NAVD 88 ORTHO HEIGHT -    10.171 (meters)       33.37  (feet) ADJUSTED
 BG2382  ______________________________________________________________________
 BG2382  GEOID HEIGHT    -        -27.503 (meters)                     GEOID18
 BG2382  DYNAMIC HEIGHT  -         10.158 (meters)       33.33  (feet) COMP
 BG2382  MODELED GRAVITY -    979,336.3   (mgal)                       NAVD 88
 BG2382
 BG2382  VERT ORDER      -  SECOND    CLASS II
 BG2382
 BG2382.The horizontal coordinates were determined by differentially corrected
 BG2382.hand held GPS observations or other comparable positioning techniques
 BG2382.and have an estimated accuracy of +/- 3 meters.
 BG2382
 BG2382.The orthometric height was determined by differential leveling and
 BG2382.adjusted by the NATIONAL GEODETIC SURVEY
 BG2382.in June 1991.
 BG2382
 BG2382.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2382.GEOID18 height accuracy estimate available here.
 BG2382
 BG2382.Click photographs - Photos may exist for this station.
 BG2382
 BG2382.The dynamic height is computed by dividing the NAVD 88
 BG2382.geopotential number by the normal gravity value computed on the
 BG2382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2382.degrees latitude (g = 980.6199 gals.).
 BG2382
 BG2382.The modeled gravity was interpolated from observed gravity values.
 BG2382
 BG2382;                    North         East    Units  Estimated Accuracy
 BG2382;SPC FL N     -   148,453.0     439,607.8     MT  (+/- 3 meters HH1 GPS) 
 BG2382
 BG2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7998055498(NAD 83)
 BG2382
 BG2382                          SUPERSEDED SURVEY CONTROL
 BG2382
 BG2382.No superseded survey control is available for this station.
 BG2382
 BG2382_MARKER: DD = SURVEY DISK
 BG2382_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2382_STAMPING: 60 76 A18 RM NO1
 BG2382_MARK LOGO: FLDT
 BG2382_PROJECTION: RECESSED 5 CENTIMETERS
 BG2382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2382
 BG2382  HISTORY     - Date     Condition        Report By
 BG2382  HISTORY     - 1976     MONUMENTED       FLDT
 BG2382  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2382  HISTORY     - 19941026 MARK NOT FOUND   USPSQD
 BG2382
 BG2382                          STATION DESCRIPTION
 BG2382
 BG2382'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2382'3.5 MI NW FROM SEAGROVE BEACH.
 BG2382'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2382'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2382'FOR ABOUT 2.9 MILES TO STATE ROUTE 283, THEN GO SOUTH ON STATE ROUTE
 BG2382'283 FOR ABOUT 0.6 MILE AND REFERENCE MARK ON TOP OF A SAND DUNE. WHICH
 BG2382'IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2
 BG2382'INCHES BELOW GROUND.  IT IS 104.0 FEET NORTH-NORTHEAST OF THE SOUTH
 BG2382'EDGE OF THE SAND DUNE LINE AND 1.9 FEET SOUTHWEST OF A METAL WITNESS
 BG2382'POST.  SECTION 17, T3S, R19W.
 BG2382
 BG2382                          STATION RECOVERY (1991)
 BG2382
 BG2382'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2382'MARK NOT FOUND.
 BG2382
 BG2382                          STATION RECOVERY (1994)
 BG2382
 BG2382'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG2382'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2319 ***********************************************************************
 BG2319  DESIGNATION -  60 76 A18 RM 2
 BG2319  PID         -  BG2319
 BG2319  STATE/COUNTY-  FL/WALTON
 BG2319  COUNTRY     -  US
 BG2319  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2319
 BG2319                         *CURRENT SURVEY CONTROL
 BG2319  ______________________________________________________________________
 BG2319* NAD 83(1986) POSITION- 30 19 42.92   (N) 086 10 05.70   (W)   HD_HELD1
 BG2319* NAVD 88 ORTHO HEIGHT -     9.994 (meters)       32.79  (feet) ADJUSTED
 BG2319  ______________________________________________________________________
 BG2319  GEOID HEIGHT    -        -27.503 (meters)                     GEOID18
 BG2319  DYNAMIC HEIGHT  -          9.981 (meters)       32.75  (feet) COMP
 BG2319  MODELED GRAVITY -    979,336.3   (mgal)                       NAVD 88
 BG2319
 BG2319  VERT ORDER      -  SECOND    CLASS II
 BG2319
 BG2319.The horizontal coordinates were determined by differentially corrected
 BG2319.hand held GPS observations or other comparable positioning techniques
 BG2319.and have an estimated accuracy of +/- 3 meters.
 BG2319
 BG2319.The orthometric height was determined by differential leveling and
 BG2319.adjusted by the NATIONAL GEODETIC SURVEY
 BG2319.in June 1991.
 BG2319
 BG2319.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2319.GEOID18 height accuracy estimate available here.
 BG2319
 BG2319.Click photographs - Photos may exist for this station.
 BG2319
 BG2319.The dynamic height is computed by dividing the NAVD 88
 BG2319.geopotential number by the normal gravity value computed on the
 BG2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2319.degrees latitude (g = 980.6199 gals.).
 BG2319
 BG2319.The modeled gravity was interpolated from observed gravity values.
 BG2319
 BG2319;                    North         East    Units  Estimated Accuracy
 BG2319;SPC FL N     -   148,444.8     439,583.1     MT  (+/- 3 meters HH1 GPS) 
 BG2319
 BG2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU7995655489(NAD 83)
 BG2319
 BG2319                          SUPERSEDED SURVEY CONTROL
 BG2319
 BG2319.No superseded survey control is available for this station.
 BG2319
 BG2319_MARKER: DD = SURVEY DISK
 BG2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2319_STAMPING: 60 76 A18 RM NO 2
 BG2319_MARK LOGO: FLDT
 BG2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2319+STABILITY: SURFACE MOTION
 BG2319
 BG2319  HISTORY     - Date     Condition        Report By
 BG2319  HISTORY     - 1976     MONUMENTED       FLDT
 BG2319  HISTORY     - 1976     GOOD             FLDT
 BG2319  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2319  HISTORY     - 19941026 MARK NOT FOUND   USPSQD
 BG2319
 BG2319                          STATION DESCRIPTION
 BG2319
 BG2319'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2319'3.5 MI NW FROM SEAGROVE BEACH.
 BG2319'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2319'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2319'FOR ABOUT 2.9 MILES TO STATE ROUTE 283, THEN GO SOUTH ON STATE ROUTE
 BG2319'283 FOR ABOUT 0.6 MILE AND REFERENCE MARK ON TOP OF A SAND DUNE. WHICH
 BG2319'IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH
 BG2319'ABOVE GROUND.  IT IS 68.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF
 BG2319'THE SAND DUNE LINE AND 2.0 FEET SOUTH OF A METAL WITNESS POST. SECTION
 BG2319'17, T3S, R19W.
 BG2319
 BG2319                          STATION RECOVERY (1991)
 BG2319
 BG2319'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2319'MARK NOT FOUND.
 BG2319
 BG2319                          STATION RECOVERY (1994)
 BG2319
 BG2319'RECOVERY NOTE BY US POWER SQUADRON 1994
 BG2319'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2360 ***********************************************************************
 BG2360  DESIGNATION -  60 76 A19
 BG2360  PID         -  BG2360
 BG2360  STATE/COUNTY-  FL/WALTON
 BG2360  COUNTRY     -  US
 BG2360  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2360
 BG2360                         *CURRENT SURVEY CONTROL
 BG2360  ______________________________________________________________________
 BG2360* NAD 83(1990) POSITION- 30 19 25.34800(N) 086 09 07.61459(W)   ADJUSTED
 BG2360* NAVD 88 ORTHO HEIGHT -     9.357 (meters)       30.70  (feet) ADJUSTED
 BG2360  ______________________________________________________________________
 BG2360  GEOID HEIGHT    -        -27.516 (meters)                     GEOID18
 BG2360  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 BG2360  DYNAMIC HEIGHT  -          9.344 (meters)       30.66  (feet) COMP
 BG2360  MODELED GRAVITY -    979,334.9   (mgal)                       NAVD 88
 BG2360
 BG2360  HORZ ORDER      -  SECOND
 BG2360  VERT ORDER      -  SECOND    CLASS II
 BG2360
 BG2360.The horizontal coordinates were established by classical geodetic methods
 BG2360.and adjusted by the National Geodetic Survey in May 1991.
 BG2360
 BG2360.The orthometric height was determined by differential leveling and
 BG2360.adjusted by the NATIONAL GEODETIC SURVEY
 BG2360.in June 1991.
 BG2360
 BG2360.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2360.GEOID18 height accuracy estimate available here.
 BG2360
 BG2360.Click photographs - Photos may exist for this station.
 BG2360
 BG2360.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2360
 BG2360.The dynamic height is computed by dividing the NAVD 88
 BG2360.geopotential number by the normal gravity value computed on the
 BG2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2360.degrees latitude (g = 980.6199 gals.).
 BG2360
 BG2360.The modeled gravity was interpolated from observed gravity values.
 BG2360
 BG2360. The following values were computed from the NAD 83(1990) position.
 BG2360
 BG2360;                    North         East     Units Scale Factor Converg.
 BG2360;SPC FL N     -   147,881.169   441,126.610   MT  0.99995214   -0 49 48.8
 BG2360;SPC FL N     -   485,173.47  1,447,262.89   sFT  0.99995214   -0 49 48.8
 BG2360;UTM  16      - 3,354,960.200   581,511.291   MT  0.99968197   +0 25 41.2
 BG2360
 BG2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2360!SPC FL N     -   1.00000285  x   0.99995214  =   0.99995499
 BG2360!UTM  16      -   1.00000285  x   0.99968197  =   0.99968482
 BG2360
 BG2360:                Primary Azimuth Mark                     Grid Az
 BG2360:SPC FL N     -  60 76 A18                                290 23 02.2
 BG2360:UTM  16      -  60 76 A18                                289 07 32.2
 BG2360
 BG2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8151154960(NAD 83)
 BG2360
 BG2360|---------------------------------------------------------------------|
 BG2360| PID    Reference Object                     Distance      Geod. Az  |
 BG2360|                                                           dddmmss.s |
 BG2360| BG2383 60 76 A19 RM 1                       16.550 METERS 10639     |
 BG2360| BG2359 60 76 A18                           APPROX. 1.6 KM 2893313.4 |
 BG2360| BG2320 60 76 A19 RM 2                       21.006 METERS 35118     |
 BG2360|---------------------------------------------------------------------|
 BG2360
 BG2360                          SUPERSEDED SURVEY CONTROL
 BG2360
 BG2360  NAD 83(1986)-  30 19 25.36152(N)    086 09 07.62327(W) AD(       ) 2
 BG2360  NAD 27      -  30 19 24.63503(N)    086 09 07.83354(W) AD(       ) 2
 BG2360  NGVD 29 (07/19/86)    9.52   (m)           31.2    (f) LEVELING    3  
 BG2360
 BG2360.Superseded values are not recommended for survey control.
 BG2360
 BG2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2360.See file dsdata.pdf to determine how the superseded data were derived.
 BG2360
 BG2360_MARKER: DD = SURVEY DISK
 BG2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2360_STAMPING: 60 76 A19
 BG2360_MARK LOGO: FLDNR
 BG2360_PROJECTION: RECESSED 5 CENTIMETERS
 BG2360_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2360+STABILITY: SURFACE MOTION
 BG2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2360+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2018
 BG2360
 BG2360  HISTORY     - Date     Condition        Report By
 BG2360  HISTORY     - 1976     MONUMENTED       FLDT
 BG2360  HISTORY     - 1976     GOOD             FLDT
 BG2360  HISTORY     - 19910521 GOOD             USPSQD
 BG2360  HISTORY     - 20031017 GOOD             USPSQD
 BG2360  HISTORY     - 20130916 GOOD             GCT
 BG2360  HISTORY     - 20180502 GOOD             FLDEP
 BG2360
 BG2360                          STATION DESCRIPTION
 BG2360
 BG2360'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2360'STATION IS LOCATED ABOUT 6 MILES SOUTHEAST OF SANTA ROSA BEACH AND
 BG2360'ABOUT 17 MILES WEST-NORTHWEST OF PANAMA CITY BEACH, ON TOP OF A
 BG2360'SAND DUNE IN THE GRAYTON BEACH STATE PARK.
 BG2360'
 BG2360'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2360'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2360'WEST-NORTHWEST ON STATE ROUTE 30A FOR 2.15 MILES TO PAVED ROAD
 BG2360'LEFT.  (ENTRANCE TO GRAYTON BEACH STATE PARK) TURN LEFT AND GO
 BG2360'SOUTH ON PAVED ROAD, THROUGH PARK, FOR 0.7 MILE TO END OF
 BG2360'ROAD.  STATION IS APPROXIMATELY 150 YARDS SOUTHEAST OF END OF
 BG2360'ROAD AND APPROXIMATELY 800 FEET EAST OF THE GRAYTON BEACH STATE
 BG2360'PARK CONCESSION BUILDING.
 BG2360'
 BG2360'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2360'RESOURCES BRASS DISK, STAMPED 60 76 A19, SET IN THE TOP OF A
 BG2360'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS
 BG2360'2.2 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST AND 112.0 FEET
 BG2360'NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNES.
 BG2360'
 BG2360'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2360'TRANSPORTATION BRASS DISK, STAMPED 60 76 A19 RM NO 1, SET IN THE
 BG2360'TOP OF A ROUND CONCRETE MONUMENT THAT PROJECTS 1 INCH ABOVE
 BG2360'THE GROUND.  IT IS 2.1 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BG2360'POST AND 117 FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND DUNES.
 BG2360'
 BG2360'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2360'TRANSPORTATION BRASS DISK, STAMPED 60 76 A19 RM NO 2, SET IN
 BG2360'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2360'BELOW THE GROUND.  IT IS 2.0 FEET SOUTH-SOUTHWEST OF A METAL
 BG2360'WITNESS POST AND 164 FEET NORTH-NORTHEAST OF SOUTH EDGE OF SAND
 BG2360'DUNES.
 BG2360
 BG2360                          STATION RECOVERY (1976)
 BG2360
 BG2360'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2360'2.9 MI NW FROM SEAGROVE BEACH.
 BG2360'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2360'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2360'FOR ABOUT 2.15 MILES TO A PAVED ROAD SOUTH LEADING TO GRAYTON BEACH
 BG2360'STATE PARK, THEN GO SOUTH ON THE PAVED ROAD FOR ABOUT 0.75 MILE TO
 BG2360'BEACH AND STATION, ON TOP OF SAND DUNE ABOUT 800.0 FEET EAST OF THE
 BG2360'GRAYTON BEACH STATE PARK CONCESSION BUILDING.  WHICH IS SET IN THE TOP
 BG2360'OF A ROUND CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 112.0 FEET
 BG2360'NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE LINE AND 2.2 FEET
 BG2360'SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 16, T3S, R19W.
 BG2360
 BG2360                          STATION RECOVERY (1991)
 BG2360
 BG2360'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2360'RECOVERED IN GOOD CONDITION.
 BG2360
 BG2360                          STATION RECOVERY (2003)
 BG2360
 BG2360'RECOVERY NOTE BY US POWER SQUADRON 2003
 BG2360'RECOVERED IN GOOD CONDITION.
 BG2360
 BG2360                          STATION RECOVERY (2013)
 BG2360
 BG2360'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2013 (HWW)
 BG2360'FOUND AS DESCRIBED
 BG2360'SEE OPUS-DB DATA SHEET (WWW.NGS.NOAA.GOV/OPUS/VIEW.JSP) FOR GPS
 BG2360'QUALITY
 BG2360'HORIZONTAL POSITION AND UPDATED (GPS DERIVED) ORTHOMETRIC HEIGHT
 BG2360'
 BG2360
 BG2360                          STATION RECOVERY (2018)
 BG2360
 BG2360'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 BG2360'THE MARK IS LOCATED IN THE SAND DUNES AND CAN BE REACHED BY WALKING
 BG2360'EAST ABOUT 0.1 MI (0.2 KM) ON THE BEACH FROM THE GRAYTON BEACH STATE
 BG2360'PARK BEACH ACCESS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2383 ***********************************************************************
 BG2383  DESIGNATION -  60 76 A19 RM 1
 BG2383  PID         -  BG2383
 BG2383  STATE/COUNTY-  FL/WALTON
 BG2383  COUNTRY     -  US
 BG2383  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2383
 BG2383                         *CURRENT SURVEY CONTROL
 BG2383  ______________________________________________________________________
 BG2383* NAD 83(1986) POSITION- 30 19 25.19   (N) 086 09 07.02   (W)   HD_HELD1
 BG2383* NAVD 88 ORTHO HEIGHT -     7.817 (meters)       25.65  (feet) ADJUSTED
 BG2383  ______________________________________________________________________
 BG2383  GEOID HEIGHT    -        -27.516 (meters)                     GEOID18
 BG2383  DYNAMIC HEIGHT  -          7.807 (meters)       25.61  (feet) COMP
 BG2383  MODELED GRAVITY -    979,334.8   (mgal)                       NAVD 88
 BG2383
 BG2383  VERT ORDER      -  SECOND    CLASS II
 BG2383
 BG2383.The horizontal coordinates were determined by differentially corrected
 BG2383.hand held GPS observations or other comparable positioning techniques
 BG2383.and have an estimated accuracy of +/- 3 meters.
 BG2383
 BG2383.The orthometric height was determined by differential leveling and
 BG2383.adjusted by the NATIONAL GEODETIC SURVEY
 BG2383.in June 1991.
 BG2383
 BG2383.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2383.GEOID18 height accuracy estimate available here.
 BG2383
 BG2383.Click photographs - Photos may exist for this station.
 BG2383
 BG2383.The dynamic height is computed by dividing the NAVD 88
 BG2383.geopotential number by the normal gravity value computed on the
 BG2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2383.degrees latitude (g = 980.6199 gals.).
 BG2383
 BG2383.The modeled gravity was interpolated from observed gravity values.
 BG2383
 BG2383;                    North         East    Units  Estimated Accuracy
 BG2383;SPC FL N     -   147,876.1     441,142.4     MT  (+/- 3 meters HH1 GPS) 
 BG2383
 BG2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8152754955(NAD 83)
 BG2383
 BG2383                          SUPERSEDED SURVEY CONTROL
 BG2383
 BG2383.No superseded survey control is available for this station.
 BG2383
 BG2383_MARKER: DD = SURVEY DISK
 BG2383_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2383_STAMPING: 60 76 A19 RM NO1
 BG2383_MARK LOGO: FLDT
 BG2383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2383+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2003
 BG2383
 BG2383  HISTORY     - Date     Condition        Report By
 BG2383  HISTORY     - 1976     MONUMENTED       FLDT
 BG2383  HISTORY     - 19910521 POOR             USPSQD
 BG2383  HISTORY     - 20030216 GOOD             USPSQD
 BG2383  HISTORY     - 20031017 MARK NOT FOUND   USPSQD
 BG2383
 BG2383                          STATION DESCRIPTION
 BG2383
 BG2383'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2383'2.9 MI NW FROM SEAGROVE BEACH.
 BG2383'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2383'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2383'FOR ABOUT 2.15 MILES TO A PAVED ROAD SOUTH LEADING TO GRAYTON BEACH
 BG2383'STATE PARK, THEN GO SOUTH ON THE PAVED ROAD FOR ABOUT 0.75 MILE TO
 BG2383'BEACH AND REFERENCE MARK, ON TOP OF SAND DUNE ABOUT 800.0 FEET EAST OF
 BG2383'THE GRAYTON BEACH STATE PARK CONCESSION BUILDING.  WHICH IS SET IN THE
 BG2383'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH ABOVE GROUND.
 BG2383'IT IS 117.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE SAND DUNE
 BG2383'LINE AND 2.1 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST. SECTION 16,
 BG2383'T 3S, R19W.
 BG2383
 BG2383                          STATION RECOVERY (1991)
 BG2383
 BG2383'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2383'MARK RECOVERED IN POOR CONDITION.
 BG2383
 BG2383                          STATION RECOVERY (2003)
 BG2383
 BG2383'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 BG2383'RECOVERED IN GOOD CONDITION.
 BG2383
 BG2383                          STATION RECOVERY (2003)
 BG2383
 BG2383'RECOVERY NOTE BY US POWER SQUADRON 2003
 BG2383'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2320 ***********************************************************************
 BG2320  DESIGNATION -  60 76 A19 RM 2
 BG2320  PID         -  BG2320
 BG2320  STATE/COUNTY-  FL/WALTON
 BG2320  COUNTRY     -  US
 BG2320  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2320
 BG2320                         *CURRENT SURVEY CONTROL
 BG2320  ______________________________________________________________________
 BG2320* NAD 83(1986) POSITION- 30 19 26.02   (N) 086 09 07.73   (W)   HD_HELD1
 BG2320* NAVD 88 ORTHO HEIGHT -    10.238 (meters)       33.59  (feet) ADJUSTED
 BG2320  ______________________________________________________________________
 BG2320  GEOID HEIGHT    -        -27.516 (meters)                     GEOID18
 BG2320  DYNAMIC HEIGHT  -         10.225 (meters)       33.55  (feet) COMP
 BG2320  MODELED GRAVITY -    979,334.9   (mgal)                       NAVD 88
 BG2320
 BG2320  VERT ORDER      -  SECOND    CLASS II
 BG2320
 BG2320.The horizontal coordinates were determined by differentially corrected
 BG2320.hand held GPS observations or other comparable positioning techniques
 BG2320.and have an estimated accuracy of +/- 3 meters.
 BG2320
 BG2320.The orthometric height was determined by differential leveling and
 BG2320.adjusted by the NATIONAL GEODETIC SURVEY
 BG2320.in June 1991.
 BG2320
 BG2320.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2320.GEOID18 height accuracy estimate available here.
 BG2320
 BG2320.Click photographs - Photos may exist for this station.
 BG2320
 BG2320.The dynamic height is computed by dividing the NAVD 88
 BG2320.geopotential number by the normal gravity value computed on the
 BG2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2320.degrees latitude (g = 980.6199 gals.).
 BG2320
 BG2320.The modeled gravity was interpolated from observed gravity values.
 BG2320
 BG2320;                    North         East    Units  Estimated Accuracy
 BG2320;SPC FL N     -   147,901.9     441,123.8     MT  (+/- 3 meters HH1 GPS) 
 BG2320
 BG2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8150854980(NAD 83)
 BG2320
 BG2320                          SUPERSEDED SURVEY CONTROL
 BG2320
 BG2320.No superseded survey control is available for this station.
 BG2320
 BG2320_MARKER: DD = SURVEY DISK
 BG2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2320_STAMPING: 60 76 A19 RM NO 2
 BG2320_MARK LOGO: FLDT
 BG2320_PROJECTION: RECESSED 5 CENTIMETERS
 BG2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2320+STABILITY: SURFACE MOTION
 BG2320
 BG2320  HISTORY     - Date     Condition        Report By
 BG2320  HISTORY     - 1976     MONUMENTED       FLDT
 BG2320  HISTORY     - 1976     GOOD             FLDT
 BG2320  HISTORY     - 19910521 GOOD             USPSQD
 BG2320  HISTORY     - 20030216 MARK NOT FOUND   USPSQD
 BG2320  HISTORY     - 20031017 MARK NOT FOUND   USPSQD
 BG2320
 BG2320                          STATION DESCRIPTION
 BG2320
 BG2320'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2320'2.9 MI NW FROM SEAGROVE BEACH.
 BG2320'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2320'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2320'FOR ABOUT 2.15 MILES TO A PAVED ROAD SOUTH LEADING TO GRAYTON BEACH
 BG2320'STATE PARK, THEN GO SOUTH ON THE PAVED ROAD FOR ABOUT 0.75 MILE TO
 BG2320'BEACH AND REFERENCE MARK, ON TOP OF SAND DUNE ABOUT 800.0 FEET EAST OF
 BG2320'THE GRAYTON BEACH STATE PARK CONCESSION BUILDING.  WHICH IS SET IN THE
 BG2320'TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW
 BG2320'GROUND.  IT IS 164.0 FEET NORTH-NORTHEAST OF THE SOUTH EDGE OF THE
 BG2320'SAND DUNE LINE AND 2.0 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 BG2320'SECTION 16, T 3S, R19W.
 BG2320
 BG2320                          STATION RECOVERY (1991)
 BG2320
 BG2320'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2320'RECOVERED IN GOOD CONDITION.
 BG2320
 BG2320                          STATION RECOVERY (2003)
 BG2320
 BG2320'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 BG2320'MARK NOT FOUND.
 BG2320
 BG2320                          STATION RECOVERY (2003)
 BG2320
 BG2320'RECOVERY NOTE BY US POWER SQUADRON 2003
 BG2320'STATION LIKELY LOST, BEACH EROSION LATITUDE IS TO THIS LOCATION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2361 ***********************************************************************
 BG2361  DESIGNATION -  60 76 A20
 BG2361  PID         -  BG2361
 BG2361  STATE/COUNTY-  FL/WALTON
 BG2361  COUNTRY     -  US
 BG2361  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2361
 BG2361                         *CURRENT SURVEY CONTROL
 BG2361  ______________________________________________________________________
 BG2361* NAD 83(1990) POSITION- 30 19 06.49040(N) 086 08 02.37530(W)   ADJUSTED
 BG2361* NAVD 88 ORTHO HEIGHT -     9.216 (meters)       30.24  (feet) ADJUSTED
 BG2361  ______________________________________________________________________
 BG2361  GEOID HEIGHT    -        -27.530 (meters)                     GEOID18
 BG2361  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 BG2361  DYNAMIC HEIGHT  -          9.203 (meters)       30.19  (feet) COMP
 BG2361  MODELED GRAVITY -    979,333.2   (mgal)                       NAVD 88
 BG2361
 BG2361  HORZ ORDER      -  SECOND
 BG2361  VERT ORDER      -  SECOND    CLASS II
 BG2361
 BG2361.The horizontal coordinates were established by classical geodetic methods
 BG2361.and adjusted by the National Geodetic Survey in May 1991.
 BG2361
 BG2361.The orthometric height was determined by differential leveling and
 BG2361.adjusted by the NATIONAL GEODETIC SURVEY
 BG2361.in June 1991.
 BG2361
 BG2361.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2361.GEOID18 height accuracy estimate available here.
 BG2361
 BG2361.Click photographs - Photos may exist for this station.
 BG2361
 BG2361.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2361
 BG2361.The dynamic height is computed by dividing the NAVD 88
 BG2361.geopotential number by the normal gravity value computed on the
 BG2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2361.degrees latitude (g = 980.6199 gals.).
 BG2361
 BG2361.The modeled gravity was interpolated from observed gravity values.
 BG2361
 BG2361. The following values were computed from the NAD 83(1990) position.
 BG2361
 BG2361;                    North         East     Units Scale Factor Converg.
 BG2361;SPC FL N     -   147,275.445   442,860.848   MT  0.99995190   -0 49 16.0
 BG2361;SPC FL N     -   483,186.19  1,452,952.63   sFT  0.99995190   -0 49 16.0
 BG2361;UTM  16      - 3,354,392.859   583,257.944   MT  0.99968552   +0 26 13.9
 BG2361
 BG2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2361!SPC FL N     -   1.00000288  x   0.99995190  =   0.99995478
 BG2361!UTM  16      -   1.00000288  x   0.99968552  =   0.99968840
 BG2361
 BG2361:                Primary Azimuth Mark                     Grid Az
 BG2361:SPC FL N     -  60 76 A20 AZ MK                          293 24 07.8
 BG2361:UTM  16      -  60 76 A20 AZ MK                          292 08 37.9
 BG2361
 BG2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8325754392(NAD 83)
 BG2361
 BG2361|---------------------------------------------------------------------|
 BG2361| PID    Reference Object                     Distance      Geod. Az  |
 BG2361|                                                           dddmmss.s |
 BG2361| BG2384 60 76 A20 RM 1                       10.552 METERS 12934     |
 BG2361| BG2321 60 76 A20 RM 2                        8.859 METERS 26558     |
 BG2361| BG2450 60 76 A20 AZ MK                     457.679 METERS 2923451.8 |
 BG2361|---------------------------------------------------------------------|
 BG2361
 BG2361                          SUPERSEDED SURVEY CONTROL
 BG2361
 BG2361  NAD 83(1986)-  30 19 06.50370(N)    086 08 02.38402(W) AD(       ) 2
 BG2361  NAD 27      -  30 19 05.77674(N)    086 08 02.59619(W) AD(       ) 2
 BG2361  NGVD 29 (07/19/86)    9.39   (m)           30.8    (f) LEVELING    3  
 BG2361
 BG2361.Superseded values are not recommended for survey control.
 BG2361
 BG2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2361.See file dsdata.pdf to determine how the superseded data were derived.
 BG2361
 BG2361_MARKER: DD = SURVEY DISK
 BG2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2361_STAMPING: 60 76 A20
 BG2361_MARK LOGO: FLDNR
 BG2361_PROJECTION: RECESSED 5 CENTIMETERS
 BG2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2361+STABILITY: SURFACE MOTION
 BG2361
 BG2361  HISTORY     - Date     Condition        Report By
 BG2361  HISTORY     - 1976     MONUMENTED       FLDT
 BG2361  HISTORY     - 1976     GOOD             FLDT
 BG2361  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2361  HISTORY     - 19970624 MARK NOT FOUND   USPSQD
 BG2361
 BG2361                          STATION DESCRIPTION
 BG2361
 BG2361'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2361'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST OF SANTA ROSA BEACH
 BG2361'AND ABOUT 16 MILES WEST-NORTHWEST OF PANAMA CITY BEACH ON THE
 BG2361'SOUTH SIDE OF STATE ROUTE 30A, NEAR THE WEST EDGE OF
 BG2361'SEAGROVE BEACH.
 BG2361'
 BG2361'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2361'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2361'WESTERLY ON STATE ROUTE 30A FOR 0.3 MILES TO STATION ON THE LEFT.
 BG2361'
 BG2361'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2361'RESOURCES BRASS DISK, STAMPED 60 76 A20, SET IN THE TOP OF A
 BG2361'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS
 BG2361'11.0 FEET NORTHEAST OF A METAL WITNESS POST, 24.2 FEET SOUTHWEST
 BG2361'OF CENTERLINE OF STATE ROUTE 30A AND 59.0 FEET WEST-SOUTHWEST OF
 BG2361'A POWER POLE.
 BG2361'
 BG2361'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2361'TRANSPORTATION BRASS DISK, STAMPED 60 76 A20 RM NO 1, SET IN THE
 BG2361'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2361'THE GROUND.  IT IS 1.9 FEET NORTHEAST OF A METAL WITNESS POST,
 BG2361'35.7 FEET SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A AND 65.0
 BG2361'FEET SOUTHWEST OF A POWER POLE.
 BG2361'
 BG2361'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2361'TRANSPORTATION BRASS DISK, STAMPED 60 76 A20 RM NO 2, SET IN THE
 BG2361'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2361'THE GROUND.  IT IS 1.7 FEET NORTHEAST OF A METAL WITNESS POST,
 BG2361'36.4 FEET SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A AND 82.5
 BG2361'FEET WEST OF A POWER POLE.
 BG2361'
 BG2361'TO REACH AZIMUTH MARK, CONTINUE WESTERLY ALONG STATE ROUTE
 BG2361'30A FOR 0.4 MILES TO AZIMUTH MARK ON THE RIGHT.  IT IS A
 BG2361'STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS DISK, STAMPED
 BG2361'60 76 A20 AZ MK, SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE
 BG2361'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 3.5 FEET SOUTHWEST
 BG2361'OF A METAL WITNESS POST, 4.5 FEET SOUTHWEST OF A POWER POLE AND
 BG2361'28.2 FEET NORTHEAST OF CENTERLINE OF STATE ROUTE 30A.
 BG2361
 BG2361                          STATION RECOVERY (1976)
 BG2361
 BG2361'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2361'0.3 MI NW FROM SEAGROVE BEACH.
 BG2361'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2361'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2361'FOR ABOUT 0.3 MILE AND STATION.  WHICH IS SET IN THE TOP OF A ROUND
 BG2361'CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 59.0 FEET
 BG2361'WEST-SOUTHWEST OF A POWER POLE, 24.2 FEET SOUTHWEST OF CENTER OF STATE
 BG2361'ROUTE 30A AND 11.0 FEET NORTHEAST OF A METAL WITNESS POST. SECTION 15,
 BG2361'T 3S, R19W.
 BG2361
 BG2361                          STATION RECOVERY (1991)
 BG2361
 BG2361'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2361'MARK NOT FOUND.
 BG2361
 BG2361                          STATION RECOVERY (1997)
 BG2361
 BG2361'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2361'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2450 ***********************************************************************
 BG2450  DESIGNATION -  60 76 A20 AZ MK
 BG2450  PID         -  BG2450
 BG2450  STATE/COUNTY-  FL/WALTON
 BG2450  COUNTRY     -  US
 BG2450  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2450
 BG2450                         *CURRENT SURVEY CONTROL
 BG2450  ______________________________________________________________________
 BG2450* NAD 83(1990) POSITION- 30 19 12.19725(N) 086 08 18.19363(W)   NO CHECK
 BG2450* NAVD 88 ORTHO HEIGHT -     5.912 (meters)       19.40  (feet) ADJUSTED
 BG2450  ______________________________________________________________________
 BG2450  GEOID HEIGHT    -        -27.527 (meters)                     GEOID18
 BG2450  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 BG2450  DYNAMIC HEIGHT  -          5.904 (meters)       19.37  (feet) COMP
 BG2450  MODELED GRAVITY -    979,333.7   (mgal)                       NAVD 88
 BG2450
 BG2450  HORZ ORDER      -  THIRD
 BG2450  VERT ORDER      -  SECOND    CLASS II
 BG2450
 BG2450.The horizontal coordinates were established by classical geodetic methods
 BG2450.and adjusted by the National Geodetic Survey in May 1991.
 BG2450
 BG2450.No horizontal observational check was made to the station.
 BG2450
 BG2450.The orthometric height was determined by differential leveling and
 BG2450.adjusted by the NATIONAL GEODETIC SURVEY
 BG2450.in June 1991.
 BG2450
 BG2450.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2450.GEOID18 height accuracy estimate available here.
 BG2450
 BG2450.Click photographs - Photos may exist for this station.
 BG2450
 BG2450.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2450
 BG2450.The dynamic height is computed by dividing the NAVD 88
 BG2450.geopotential number by the normal gravity value computed on the
 BG2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2450.degrees latitude (g = 980.6199 gals.).
 BG2450
 BG2450.The modeled gravity was interpolated from observed gravity values.
 BG2450
 BG2450. The following values were computed from the NAD 83(1990) position.
 BG2450
 BG2450;                    North         East     Units Scale Factor Converg.
 BG2450;SPC FL N     -   147,457.218   442,440.839   MT  0.99995197   -0 49 24.0
 BG2450;SPC FL N     -   483,782.56  1,451,574.65   sFT  0.99995197   -0 49 24.0
 BG2450;UTM  16      - 3,354,565.319   582,834.157   MT  0.99968465   +0 26 06.0
 BG2450
 BG2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2450!SPC FL N     -   1.00000339  x   0.99995197  =   0.99995536
 BG2450!UTM  16      -   1.00000339  x   0.99968465  =   0.99968804
 BG2450
 BG2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8283454565(NAD 83)
 BG2450
 BG2450                          SUPERSEDED SURVEY CONTROL
 BG2450
 BG2450  NAD 83(1986)-  30 19 12.21060(N)    086 08 18.20233(W) AD(       ) 3
 BG2450  NAD 27      -  30 19 11.48376(N)    086 08 18.41404(W) AD(       ) 3
 BG2450  NGVD 29 (07/19/86)    6.08   (m)           19.9    (f) LEVELING    3  
 BG2450
 BG2450.Superseded values are not recommended for survey control.
 BG2450
 BG2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2450.See file dsdata.pdf to determine how the superseded data were derived.
 BG2450
 BG2450_MARKER: DD = SURVEY DISK
 BG2450_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2450_STAMPING: 60 76 A20 AZ MK
 BG2450_MARK LOGO: FLDT
 BG2450_PROJECTION: FLUSH
 BG2450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2450
 BG2450  HISTORY     - Date     Condition        Report By
 BG2450  HISTORY     - 1976     MONUMENTED       FLDT
 BG2450  HISTORY     - 1976     GOOD             FLDT
 BG2450  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2450
 BG2450                          STATION DESCRIPTION
 BG2450
 BG2450'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2450'MARK IS A STANDARD FLORIDA DEPT. OF TRANSPORTATION BRASS DISK,
 BG2450'STAMPED 60 76 A20 AZ MK, SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 BG2450'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 3.5 FEET SOUTHWEST
 BG2450'OF A METAL WITNESS POST, 4.5 FEET SOUTHWEST OF A POWER POLE AND
 BG2450'28.2 FEET NORTHEAST OF CENTERLINE OF STATE ROUTE 30A.
 BG2450
 BG2450                          STATION RECOVERY (1976)
 BG2450
 BG2450'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2450'0.5 MI NW FROM SEAGROVE BEACH.
 BG2450'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2450'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2450'FOR ABOUT 0.5 MILE AND AZIMUTH MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2450'INCH X 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 BG2450'28.2 FEET NORTHEAST OF CENTER OF STATE ROUTE 30A, 4.5 FEET SOUTHWEST
 BG2450'OF A POWER POLE AND 3.5 FEET SOUTHWEST OF A METAL WITNESS POST.
 BG2450'SECTION 15, T3S, R19W.  NOTE-- AZIMUTH MARK IS 0.55 MILE SOUTHEAST OF
 BG2450'R78.  AZIMUTH MARK IS 0.3 MILE WEST-NORTHWEST OF 60 76 A20.
 BG2450
 BG2450                          STATION RECOVERY (1991)
 BG2450
 BG2450'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2450'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2384 ***********************************************************************
 BG2384  DESIGNATION -  60 76 A20 RM 1
 BG2384  PID         -  BG2384
 BG2384  STATE/COUNTY-  FL/WALTON
 BG2384  COUNTRY     -  US
 BG2384  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2384
 BG2384                         *CURRENT SURVEY CONTROL
 BG2384  ______________________________________________________________________
 BG2384* NAD 83(1986) POSITION- 30 19 06.27   (N) 086 08 02.07   (W)   HD_HELD1
 BG2384* NAVD 88 ORTHO HEIGHT -     9.562 (meters)       31.37  (feet) ADJUSTED
 BG2384  ______________________________________________________________________
 BG2384  GEOID HEIGHT    -        -27.531 (meters)                     GEOID18
 BG2384  DYNAMIC HEIGHT  -          9.550 (meters)       31.33  (feet) COMP
 BG2384  MODELED GRAVITY -    979,333.3   (mgal)                       NAVD 88
 BG2384
 BG2384  VERT ORDER      -  SECOND    CLASS II
 BG2384
 BG2384.The horizontal coordinates were determined by differentially corrected
 BG2384.hand held GPS observations or other comparable positioning techniques
 BG2384.and have an estimated accuracy of +/- 3 meters.
 BG2384
 BG2384.The orthometric height was determined by differential leveling and
 BG2384.adjusted by the NATIONAL GEODETIC SURVEY
 BG2384.in June 1991.
 BG2384
 BG2384.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2384.GEOID18 height accuracy estimate available here.
 BG2384
 BG2384.Click photographs - Photos may exist for this station.
 BG2384
 BG2384.The dynamic height is computed by dividing the NAVD 88
 BG2384.geopotential number by the normal gravity value computed on the
 BG2384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2384.degrees latitude (g = 980.6199 gals.).
 BG2384
 BG2384.The modeled gravity was interpolated from observed gravity values.
 BG2384
 BG2384;                    North         East    Units  Estimated Accuracy
 BG2384;SPC FL N     -   147,268.5     442,868.9     MT  (+/- 3 meters HH1 GPS) 
 BG2384
 BG2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8326654386(NAD 83)
 BG2384
 BG2384                          SUPERSEDED SURVEY CONTROL
 BG2384
 BG2384.No superseded survey control is available for this station.
 BG2384
 BG2384_MARKER: DD = SURVEY DISK
 BG2384_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2384_STAMPING: 60 76 A20 RM NO1
 BG2384_MARK LOGO: FLDT
 BG2384_PROJECTION: RECESSED 3 CENTIMETERS
 BG2384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2384
 BG2384  HISTORY     - Date     Condition        Report By
 BG2384  HISTORY     - 1976     MONUMENTED       FLDT
 BG2384  HISTORY     - 19910521 GOOD             USPSQD
 BG2384
 BG2384                          STATION DESCRIPTION
 BG2384
 BG2384'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2384'0.3 MI NW FROM SEAGROVE BEACH.
 BG2384'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2384'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2384'FOR ABOUT 0.3 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2384'INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS
 BG2384'65.0 FEET SOUTHWEST OF A POWER POLE, 35.7 FEET SOUTHWEST OF CENTER OF
 BG2384'STATE ROUTE 30A AND 1.9 FEET NORTHEAST OF A METAL WITNESS POST.
 BG2384'SECTION 15, T3S, R19W.
 BG2384
 BG2384                          STATION RECOVERY (1991)
 BG2384
 BG2384'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2384'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2321 ***********************************************************************
 BG2321  DESIGNATION -  60 76 A20 RM 2
 BG2321  PID         -  BG2321
 BG2321  STATE/COUNTY-  FL/WALTON
 BG2321  COUNTRY     -  US
 BG2321  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2321
 BG2321                         *CURRENT SURVEY CONTROL
 BG2321  ______________________________________________________________________
 BG2321* NAD 83(1986) POSITION- 30 19 06.47   (N) 086 08 02.71   (W)   HD_HELD1
 BG2321* NAVD 88 ORTHO HEIGHT -     9.356 (meters)       30.70  (feet) ADJUSTED
 BG2321  ______________________________________________________________________
 BG2321  GEOID HEIGHT    -        -27.530 (meters)                     GEOID18
 BG2321  DYNAMIC HEIGHT  -          9.344 (meters)       30.66  (feet) COMP
 BG2321  MODELED GRAVITY -    979,333.3   (mgal)                       NAVD 88
 BG2321
 BG2321  VERT ORDER      -  SECOND    CLASS II
 BG2321
 BG2321.The horizontal coordinates were determined by differentially corrected
 BG2321.hand held GPS observations or other comparable positioning techniques
 BG2321.and have an estimated accuracy of +/- 3 meters.
 BG2321
 BG2321.The orthometric height was determined by differential leveling and
 BG2321.adjusted by the NATIONAL GEODETIC SURVEY
 BG2321.in June 1991.
 BG2321
 BG2321.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2321.GEOID18 height accuracy estimate available here.
 BG2321
 BG2321.Click photographs - Photos may exist for this station.
 BG2321
 BG2321.The dynamic height is computed by dividing the NAVD 88
 BG2321.geopotential number by the normal gravity value computed on the
 BG2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2321.degrees latitude (g = 980.6199 gals.).
 BG2321
 BG2321.The modeled gravity was interpolated from observed gravity values.
 BG2321
 BG2321;                    North         East    Units  Estimated Accuracy
 BG2321;SPC FL N     -   147,274.9     442,851.9     MT  (+/- 3 meters HH1 GPS) 
 BG2321
 BG2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8324954392(NAD 83)
 BG2321
 BG2321                          SUPERSEDED SURVEY CONTROL
 BG2321
 BG2321.No superseded survey control is available for this station.
 BG2321
 BG2321_MARKER: DD = SURVEY DISK
 BG2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2321_STAMPING: 60 76 A20 RM NO 2
 BG2321_MARK LOGO: FLDT
 BG2321_PROJECTION: RECESSED 3 CENTIMETERS
 BG2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2321+STABILITY: SURFACE MOTION
 BG2321
 BG2321  HISTORY     - Date     Condition        Report By
 BG2321  HISTORY     - 1976     MONUMENTED       FLDT
 BG2321  HISTORY     - 1976     GOOD             FLDT
 BG2321  HISTORY     - 19910521 GOOD             USPSQD
 BG2321
 BG2321                          STATION DESCRIPTION
 BG2321
 BG2321'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2321'0.3 MI NW FROM SEAGROVE BEACH.
 BG2321'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2321'SMALL TOWN OF SEAGROVE BEACH.  GO WEST-NORTHWEST ON STATE ROUTE 30A
 BG2321'FOR ABOUT 0.3 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2321'INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS
 BG2321'82.5 FEET WEST OF A POWER POLE, 36.4 FEET SOUTHWEST OF CENTER OF STATE
 BG2321'ROUTE 30A AND 1.7 FEET NORTHEAST OF A METAL WITNESS POST. SECTION 15,
 BG2321'T 3S, R 19W.
 BG2321
 BG2321                          STATION RECOVERY (1991)
 BG2321
 BG2321'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2321'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2362 ***********************************************************************
 BG2362  DESIGNATION -  60 76 A21
 BG2362  PID         -  BG2362
 BG2362  STATE/COUNTY-  FL/WALTON
 BG2362  COUNTRY     -  US
 BG2362  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2362
 BG2362                         *CURRENT SURVEY CONTROL
 BG2362  ______________________________________________________________________
 BG2362* NAD 83(1990) POSITION- 30 18 58.81164(N) 086 07 36.37642(W)   ADJUSTED
 BG2362* NAVD 88 ORTHO HEIGHT -    10.282 (meters)       33.73  (feet) ADJUSTED
 BG2362  ______________________________________________________________________
 BG2362  GEOID HEIGHT    -        -27.536 (meters)                     GEOID18
 BG2362  LAPLACE CORR    -         -1.20  (seconds)                    DEFLEC18
 BG2362  DYNAMIC HEIGHT  -         10.268 (meters)       33.69  (feet) COMP
 BG2362  MODELED GRAVITY -    979,332.6   (mgal)                       NAVD 88
 BG2362
 BG2362  HORZ ORDER      -  SECOND
 BG2362  VERT ORDER      -  SECOND    CLASS II
 BG2362
 BG2362.The horizontal coordinates were established by classical geodetic methods
 BG2362.and adjusted by the National Geodetic Survey in May 1991.
 BG2362
 BG2362.The orthometric height was determined by differential leveling and
 BG2362.adjusted by the NATIONAL GEODETIC SURVEY
 BG2362.in June 1991.
 BG2362
 BG2362.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2362.GEOID18 height accuracy estimate available here.
 BG2362
 BG2362.Click photographs - Photos may exist for this station.
 BG2362
 BG2362.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2362
 BG2362.The dynamic height is computed by dividing the NAVD 88
 BG2362.geopotential number by the normal gravity value computed on the
 BG2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2362.degrees latitude (g = 980.6199 gals.).
 BG2362
 BG2362.The modeled gravity was interpolated from observed gravity values.
 BG2362
 BG2362. The following values were computed from the NAD 83(1990) position.
 BG2362
 BG2362;                    North         East     Units Scale Factor Converg.
 BG2362;SPC FL N     -   147,029.090   443,551.950   MT  0.99995180   -0 49 03.0
 BG2362;SPC FL N     -   482,377.94  1,455,220.02   sFT  0.99995180   -0 49 03.0
 BG2362;UTM  16      - 3,354,161.802   583,954.104   MT  0.99968695   +0 26 26.9
 BG2362
 BG2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2362!SPC FL N     -   1.00000271  x   0.99995180  =   0.99995451
 BG2362!UTM  16      -   1.00000271  x   0.99968695  =   0.99968966
 BG2362
 BG2362:                Primary Azimuth Mark                     Grid Az
 BG2362:SPC FL N     -  60 76 A20                                289 37 10.0
 BG2362:UTM  16      -  60 76 A20                                288 21 40.1
 BG2362
 BG2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8395454161(NAD 83)
 BG2362
 BG2362|---------------------------------------------------------------------|
 BG2362| PID    Reference Object                     Distance      Geod. Az  |
 BG2362|                                                           dddmmss.s |
 BG2362| BG2363 60 76 A22                           460.282 METERS 1022835.7 |
 BG2362| BG2385 60 76 A21 RM 1                       11.343 METERS 11532     |
 BG2362| BG2322 60 76 A21 RM 2                       11.481 METERS 26742     |
 BG2362| BG2361 60 76 A20                           APPROX. 0.7 KM 2884807.0 |
 BG2362|---------------------------------------------------------------------|
 BG2362
 BG2362                          SUPERSEDED SURVEY CONTROL
 BG2362
 BG2362  NAD 83(1986)-  30 18 58.82486(N)    086 07 36.38515(W) AD(       ) 2
 BG2362  NAD 27      -  30 18 58.09777(N)    086 07 36.59801(W) AD(       ) 2
 BG2362  NGVD 29 (07/19/86)   10.46   (m)           34.3    (f) LEVELING    3  
 BG2362
 BG2362.Superseded values are not recommended for survey control.
 BG2362
 BG2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2362.See file dsdata.pdf to determine how the superseded data were derived.
 BG2362
 BG2362_MARKER: DD = SURVEY DISK
 BG2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2362_STAMPING: 60 76 A21
 BG2362_MARK LOGO: FLDNR
 BG2362_PROJECTION: RECESSED 8 CENTIMETERS
 BG2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2362+STABILITY: SURFACE MOTION
 BG2362
 BG2362  HISTORY     - Date     Condition        Report By
 BG2362  HISTORY     - 1976     MONUMENTED       FLDT
 BG2362  HISTORY     - 1976     GOOD             FLDT
 BG2362  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2362  HISTORY     - 19970619 MARK NOT FOUND   USPSQD
 BG2362
 BG2362                          STATION DESCRIPTION
 BG2362
 BG2362'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2362'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2362'BEACH AND ABOUT 15-1/2 MILES WEST-NORTHWEST OF PANAMA CITY
 BG2362'BEACH ON THE SOUTH SIDE OF STATE ROUTE 30A AT SEAGROVE BEACH.
 BG2362'
 BG2362'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2362'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2362'EASTERLY ON STATE ROUTE 30A FOR 0.2 MILE TO STATION ON THE RIGHT.
 BG2362'
 BG2362'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2362'RESOURCES BRASS DISK, STAMPED 60 76 A21, SET IN THE TOP OF A ROUND
 BG2362'CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS
 BG2362'17.0 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, 18.5 FEET
 BG2362'SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A, 26.0 FEET NORTHWEST
 BG2362'OF CENTER OF PRIVATE DRIVE AND 55.2 FEET SOUTH-SOUTHWEST AND
 BG2362'ACROSS HIGHWAY OF SOUTHWEST CORNER OF A BLOCK FENCE.
 BG2362'
 BG2362'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2362'TRANSPORTATION BRASS DISK, STAMPED 60 76 A21 RM NO 1, SET IN THE
 BG2362'TIP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BG2362'THE GROUND.  IT IS 1.2 FEET WEST OF A 4 INCH X 4 INCH POST,
 BG2362'10.5 FEET SOUTHEAST OF CENTER OF PRIVATE DRIVE, 26.4 FEET
 BG2362'SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A AND 64.0 FEET SOUTHWEST
 BG2362'AND ACROSS HIGHWAY OF SOUTHEAST CORNER OF BLOCK FENCE.
 BG2362'
 BG2362'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2362'TRANSPORTATION BRASS DISK, STAMPED 60 76 A21 RM NO 2, SET IN THE
 BG2362'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BG2362'THE GROUND.  IT IS 1.6 FEET NORTHEAST OF A METAL WITNESS POST,
 BG2362'29.2 FEET SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A AND 66.0
 BG2362'FEET WEST AND ACROSS HIGHWAY OF SOUTHWEST CORNER OF A BLOCK
 BG2362'FENCE.
 BG2362
 BG2362                          STATION RECOVERY (1976)
 BG2362
 BG2362'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2362'0.2 MI SE FROM SEAGROVE BEACH.
 BG2362'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2362'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2362'ABOUT 0.2 MILE AND STATION.  WHICH IS SET IN THE TOP OF A ROUND
 BG2362'CONCRETE MONUMENT 3 INCHES BELOW GROUND.  IT IS 55.2 FEET
 BG2362'SOUTH-SOUTHWEST OF THE WEST CORNER OF A BLOCK FENCE, 26.0 FEET
 BG2362'NORTHWEST OF CENTER OF A CONCRETE DRIVE, 18.5 FEET SOUTHWEST OF CENTER
 BG2362'OF STATE ROUTE 30A AND 17.0 FEET NORTH-NORTHEAST OF A METAL WITNESS
 BG2362'POST.  SECTION 14, T 3S, R 19W.
 BG2362
 BG2362                          STATION RECOVERY (1991)
 BG2362
 BG2362'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2362'MARK NOT FOUND.
 BG2362
 BG2362                          STATION RECOVERY (1997)
 BG2362
 BG2362'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2362'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2385 ***********************************************************************
 BG2385  DESIGNATION -  60 76 A21 RM 1
 BG2385  PID         -  BG2385
 BG2385  STATE/COUNTY-  FL/WALTON
 BG2385  COUNTRY     -  US
 BG2385  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2385
 BG2385                         *CURRENT SURVEY CONTROL
 BG2385  ______________________________________________________________________
 BG2385* NAD 83(1986) POSITION- 30 18 58.65   (N) 086 07 35.99   (W)   HD_HELD1
 BG2385* NAVD 88 ORTHO HEIGHT -    10.521 (meters)       34.52  (feet) ADJUSTED
 BG2385  ______________________________________________________________________
 BG2385  GEOID HEIGHT    -        -27.536 (meters)                     GEOID18
 BG2385  DYNAMIC HEIGHT  -         10.507 (meters)       34.47  (feet) COMP
 BG2385  MODELED GRAVITY -    979,332.6   (mgal)                       NAVD 88
 BG2385
 BG2385  VERT ORDER      -  SECOND    CLASS II
 BG2385
 BG2385.The horizontal coordinates were determined by differentially corrected
 BG2385.hand held GPS observations or other comparable positioning techniques
 BG2385.and have an estimated accuracy of +/- 3 meters.
 BG2385
 BG2385.The orthometric height was determined by differential leveling and
 BG2385.adjusted by the NATIONAL GEODETIC SURVEY
 BG2385.in June 1991.
 BG2385
 BG2385.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2385.GEOID18 height accuracy estimate available here.
 BG2385
 BG2385.Click photographs - Photos may exist for this station.
 BG2385
 BG2385.The dynamic height is computed by dividing the NAVD 88
 BG2385.geopotential number by the normal gravity value computed on the
 BG2385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2385.degrees latitude (g = 980.6199 gals.).
 BG2385
 BG2385.The modeled gravity was interpolated from observed gravity values.
 BG2385
 BG2385;                    North         East    Units  Estimated Accuracy
 BG2385;SPC FL N     -   147,024.0     443,562.2     MT  (+/- 3 meters HH1 GPS) 
 BG2385
 BG2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8396454156(NAD 83)
 BG2385
 BG2385                          SUPERSEDED SURVEY CONTROL
 BG2385
 BG2385.No superseded survey control is available for this station.
 BG2385
 BG2385_MARKER: DD = SURVEY DISK
 BG2385_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2385_STAMPING: 60 76 A21 RM NO1
 BG2385_MARK LOGO: FLDT
 BG2385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2385
 BG2385  HISTORY     - Date     Condition        Report By
 BG2385  HISTORY     - 1976     MONUMENTED       FLDT
 BG2385  HISTORY     - 19910521 GOOD             USPSQD
 BG2385
 BG2385                          STATION DESCRIPTION
 BG2385
 BG2385'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2385'0.2 MI SE FROM SEAGROVE BEACH.
 BG2385'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2385'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2385'ABOUT 0.2 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2385'INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS
 BG2385'64.0 FEET SOUTHWEST OF THE EAST CORNER OF A BLOCK FENCE, 26.4 FEET
 BG2385'SOUTHWEST OF CENTER OF STATE ROUTE 30A, 10.5 FEET SOUTHEAST OF CENTER
 BG2385'OF A CONCRETE DRIVE AND 1.2 FEET WEST OF A WOODEN POST.  SECTION 14,
 BG2385'T3S, R19W.
 BG2385
 BG2385                          STATION RECOVERY (1991)
 BG2385
 BG2385'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2385'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2322 ***********************************************************************
 BG2322  DESIGNATION -  60 76 A21 RM 2
 BG2322  PID         -  BG2322
 BG2322  STATE/COUNTY-  FL/WALTON
 BG2322  COUNTRY     -  US
 BG2322  USGS QUAD   -  GRAYTON BEACH (2018)
 BG2322
 BG2322                         *CURRENT SURVEY CONTROL
 BG2322  ______________________________________________________________________
 BG2322* NAD 83(1986) POSITION- 30 18 58.80   (N) 086 07 36.81   (W)   HD_HELD1
 BG2322* NAVD 88 ORTHO HEIGHT -     9.954 (meters)       32.66  (feet) ADJUSTED
 BG2322  ______________________________________________________________________
 BG2322  GEOID HEIGHT    -        -27.536 (meters)                     GEOID18
 BG2322  DYNAMIC HEIGHT  -          9.941 (meters)       32.61  (feet) COMP
 BG2322  MODELED GRAVITY -    979,332.6   (mgal)                       NAVD 88
 BG2322
 BG2322  VERT ORDER      -  SECOND    CLASS II
 BG2322
 BG2322.The horizontal coordinates were determined by differentially corrected
 BG2322.hand held GPS observations or other comparable positioning techniques
 BG2322.and have an estimated accuracy of +/- 3 meters.
 BG2322
 BG2322.The orthometric height was determined by differential leveling and
 BG2322.adjusted by the NATIONAL GEODETIC SURVEY
 BG2322.in June 1991.
 BG2322
 BG2322.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2322.GEOID18 height accuracy estimate available here.
 BG2322
 BG2322.Click photographs - Photos may exist for this station.
 BG2322
 BG2322.The dynamic height is computed by dividing the NAVD 88
 BG2322.geopotential number by the normal gravity value computed on the
 BG2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2322.degrees latitude (g = 980.6199 gals.).
 BG2322
 BG2322.The modeled gravity was interpolated from observed gravity values.
 BG2322
 BG2322;                    North         East    Units  Estimated Accuracy
 BG2322;SPC FL N     -   147,028.9     443,540.4     MT  (+/- 3 meters HH1 GPS) 
 BG2322
 BG2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8394254161(NAD 83)
 BG2322
 BG2322                          SUPERSEDED SURVEY CONTROL
 BG2322
 BG2322.No superseded survey control is available for this station.
 BG2322
 BG2322_MARKER: DD = SURVEY DISK
 BG2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2322_STAMPING: 60 76 A21 RM NO 2
 BG2322_MARK LOGO: FLDT
 BG2322_PROJECTION: RECESSED 5 CENTIMETERS
 BG2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2322+STABILITY: SURFACE MOTION
 BG2322
 BG2322  HISTORY     - Date     Condition        Report By
 BG2322  HISTORY     - 1976     MONUMENTED       FLDT
 BG2322  HISTORY     - 1976     GOOD             FLDT
 BG2322  HISTORY     - 19910521 GOOD             USPSQD
 BG2322
 BG2322                          STATION DESCRIPTION
 BG2322
 BG2322'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2322'0.2 MI SE FROM SEAGROVE BEACH.
 BG2322'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2322'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2322'ABOUT 0.2 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2322'INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS
 BG2322'66.0 FEET WEST OF THE WEST CORNER OF A BLOCK FENCE, 29.2 FEET
 BG2322'SOUTHWEST OF CENTER OF STATE ROUTE 30A AND 1.6 FEET NORTHEAST OF A
 BG2322'METAL WITNESS POST.  SECTION 14, T 3S, R19W.
 BG2322
 BG2322                          STATION RECOVERY (1991)
 BG2322
 BG2322'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2322'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2363 ***********************************************************************
 BG2363  DESIGNATION -  60 76 A22
 BG2363  PID         -  BG2363
 BG2363  STATE/COUNTY-  FL/WALTON
 BG2363  COUNTRY     -  US
 BG2363  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2363
 BG2363                         *CURRENT SURVEY CONTROL
 BG2363  ______________________________________________________________________
 BG2363* NAD 83(1990) POSITION- 30 18 55.58213(N) 086 07 19.55494(W)   ADJUSTED
 BG2363* NAVD 88 ORTHO HEIGHT -    11.265 (meters)       36.96  (feet) ADJUSTED
 BG2363  ______________________________________________________________________
 BG2363  GEOID HEIGHT    -        -27.540 (meters)                     GEOID18
 BG2363  LAPLACE CORR    -         -1.21  (seconds)                    DEFLEC18
 BG2363  DYNAMIC HEIGHT  -         11.251 (meters)       36.91  (feet) COMP
 BG2363  MODELED GRAVITY -    979,332.2   (mgal)                       NAVD 88
 BG2363
 BG2363  HORZ ORDER      -  SECOND
 BG2363  VERT ORDER      -  SECOND    CLASS II
 BG2363
 BG2363.The horizontal coordinates were established by classical geodetic methods
 BG2363.and adjusted by the National Geodetic Survey in May 1991.
 BG2363
 BG2363.The orthometric height was determined by differential leveling and
 BG2363.adjusted by the NATIONAL GEODETIC SURVEY
 BG2363.in June 1991.
 BG2363
 BG2363.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2363.GEOID18 height accuracy estimate available here.
 BG2363
 BG2363.Click photographs - Photos may exist for this station.
 BG2363
 BG2363.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2363
 BG2363.The dynamic height is computed by dividing the NAVD 88
 BG2363.geopotential number by the normal gravity value computed on the
 BG2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2363.degrees latitude (g = 980.6199 gals.).
 BG2363
 BG2363.The modeled gravity was interpolated from observed gravity values.
 BG2363
 BG2363. The following values were computed from the NAD 83(1990) position.
 BG2363
 BG2363;                    North         East     Units Scale Factor Converg.
 BG2363;SPC FL N     -   146,923.254   443,999.876   MT  0.99995176   -0 48 54.5
 BG2363;SPC FL N     -   482,030.71  1,456,689.59   sFT  0.99995176   -0 48 54.5
 BG2363;UTM  16      - 3,354,065.852   584,404.127   MT  0.99968789   +0 26 35.4
 BG2363
 BG2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2363!SPC FL N     -   1.00000256  x   0.99995176  =   0.99995432
 BG2363!UTM  16      -   1.00000256  x   0.99968789  =   0.99969045
 BG2363
 BG2363:                Primary Azimuth Mark                     Grid Az
 BG2363:SPC FL N     -  60 76 A21                                283 17 38.7
 BG2363:UTM  16      -  60 76 A21                                282 02 08.8
 BG2363
 BG2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8440454065(NAD 83)
 BG2363
 BG2363|---------------------------------------------------------------------|
 BG2363| PID    Reference Object                     Distance      Geod. Az  |
 BG2363|                                                           dddmmss.s |
 BG2363| BG2386 60 76 A22 RM 1                        9.693 METERS 09837     |
 BG2363| BG2449 60 76 A22 AZ MK                     399.463 METERS 10854     |
 BG2363| BG2362 60 76 A21                           460.282 METERS 2822844.2 |
 BG2363| BG2323 60 76 A22 RM 2                       10.489 METERS 28957     |
 BG2363|---------------------------------------------------------------------|
 BG2363
 BG2363                          SUPERSEDED SURVEY CONTROL
 BG2363
 BG2363  NAD 83(1986)-  30 18 55.59529(N)    086 07 19.56365(W) AD(       ) 2
 BG2363  NAD 27      -  30 18 54.86822(N)    086 07 19.77692(W) AD(       ) 2
 BG2363  NGVD 29 (07/19/86)   11.44   (m)           37.5    (f) LEVELING    3  
 BG2363
 BG2363.Superseded values are not recommended for survey control.
 BG2363
 BG2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2363.See file dsdata.pdf to determine how the superseded data were derived.
 BG2363
 BG2363_MARKER: DD = SURVEY DISK
 BG2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2363_STAMPING: 60 76 A22
 BG2363_MARK LOGO: FLDNR
 BG2363_PROJECTION: RECESSED 5 CENTIMETERS
 BG2363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2363+STABILITY: SURFACE MOTION
 BG2363
 BG2363  HISTORY     - Date     Condition        Report By
 BG2363  HISTORY     - 1976     MONUMENTED       FLDT
 BG2363  HISTORY     - 1976     GOOD             FLDT
 BG2363  HISTORY     - 19910521 GOOD             USPSQD
 BG2363  HISTORY     - 19980219 GOOD             USPSQD
 BG2363
 BG2363                          STATION DESCRIPTION
 BG2363
 BG2363'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2363'STATION IS LOCATED ABOUT 7-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2363'BEACH AND ABOUT 15 MILES WEST-NORTHWEST OF PANAMA CITY BEACH ON
 BG2363'THE NORTH SIDE OF STATE ROUTE 30A.
 BG2363'
 BG2363'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2363'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2363'EASTERLY ON STATE ROUTE 30A FOR 0.5 MILE TO STATION ON THE
 BG2363'LEFT, OUTSIDE OF A SLIGHT CURVE.
 BG2363'
 BG2363'STATION MARK IS A STANDARD FLORIDA DEPARTMENT OF NATURAL
 BG2363'RESOURCES BRASS DISK, STAMPED 60 76 A22, SET IN THE TOP OF A
 BG2363'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT
 BG2363'IS 1.8 FEET SOUTHWEST OF A METAL WITNESS POST, 32.0 FEET NORTHEAST
 BG2363'OF CENTERLINE OF STATE ROUTE 30A AND 61.6 FEET WEST OF SOUTHWEST
 BG2363'CORNER OF FRONT PORCH OF A BLOCK HOUSE.
 BG2363'
 BG2363'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA DEPARTMENT OF
 BG2363'TRANSPORTATION BRASS DISK, STAMPED 60 76 A22 RM NO 1, SET IN
 BG2363'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2363'BELOW THE GROUND.  IT IS 1.5 FEET SOUTHWEST OF A METAL WITNESS
 BG2363'POST, 36.6 FEET NORTHEAST OF CENTERLINE OF STATE ROUTE 30A AND
 BG2363'36.7 FEET WEST OF SOUTHWEST OF FRONT PORCH OF A BLOCK HOUSE.
 BG2363'
 BG2363'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA DEPARTMENT OF
 BG2363'TRANSPORTATION BRASS DISK, STAMPED 60 76 A22 RM NO 2, SET IN
 BG2363'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH
 BG2363'WITH THE GROUND.  IT IS 2.1 FEET SOUTHWEST OF A METAL WITNESS
 BG2363'POST, 34.0 FEET NORTHEAST OF CENTERLINE OF STATE ROUTE 30A AND
 BG2363'97.9 FEET SOUTHEAST OF POWER POLE.
 BG2363'
 BG2363'TO REACH AZIMUTH MARK CONTINUE EASTERLY ON STATE ROUTE 30A FOR
 BG2363'0.4 MILE TO AZIMUTH MARK ON THE LEFT.  IT IS A STANDARD FLORIDA
 BG2363'DEPARTMENT OF TRANSPORTATION BRASS DISK, STAMPED 60 76 A22 AZ
 BG2363'MK, SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT
 BG2363'IS 2 INCHES BELOW THE GROUND.  IT IS 5.3 FEET SOUTHWEST OF A
 BG2363'METAL WITNESS POST, 8.7 FEET SOUTHWEST OF A POWER POLE AND 28.8
 BG2363'FEET NORTHEAST OF CENTERLINE OF STATE ROUTE 30A.
 BG2363
 BG2363                          STATION RECOVERY (1976)
 BG2363
 BG2363'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2363'0.5 MI SE FROM SEAGROVE BEACH.
 BG2363'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2363'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2363'ABOUT 0.5 MILE AND STATION.  WHICH IS SET IN THE TOP OF A ROUND
 BG2363'CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 61.6 FEET WEST OF THE
 BG2363'WEST CORNER OF A HOUSE PORCH, 32.0 FEET NORTHEAST OF CENTER OF STATE
 BG2363'ROUTE 30A AND 1.8 FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 14,
 BG2363'T 3S, R 19W.
 BG2363
 BG2363                          STATION RECOVERY (1991)
 BG2363
 BG2363'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2363'RECOVERED IN GOOD CONDITION.
 BG2363
 BG2363                          STATION RECOVERY (1998)
 BG2363
 BG2363'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2363'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2449 ***********************************************************************
 BG2449  DESIGNATION -  60 76 A22 AZ MK
 BG2449  PID         -  BG2449
 BG2449  STATE/COUNTY-  FL/WALTON
 BG2449  COUNTRY     -  US
 BG2449  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2449
 BG2449                         *CURRENT SURVEY CONTROL
 BG2449  ______________________________________________________________________
 BG2449* NAD 83(1990) POSITION- 30 18 51.37992(N) 086 07 05.40937(W)   NO CHECK
 BG2449* NAVD 88 ORTHO HEIGHT -     8.772 (meters)       28.78  (feet) ADJUSTED
 BG2449  ______________________________________________________________________
 BG2449  GEOID HEIGHT    -        -27.543 (meters)                     GEOID18
 BG2449  LAPLACE CORR    -         -1.23  (seconds)                    DEFLEC18
 BG2449  DYNAMIC HEIGHT  -          8.761 (meters)       28.74  (feet) COMP
 BG2449  MODELED GRAVITY -    979,331.8   (mgal)                       NAVD 88
 BG2449
 BG2449  HORZ ORDER      -  THIRD
 BG2449  VERT ORDER      -  SECOND    CLASS II
 BG2449
 BG2449.The horizontal coordinates were established by classical geodetic methods
 BG2449.and adjusted by the National Geodetic Survey in May 1991.
 BG2449
 BG2449.No horizontal observational check was made to the station.
 BG2449
 BG2449.The orthometric height was determined by differential leveling and
 BG2449.adjusted by the NATIONAL GEODETIC SURVEY
 BG2449.in June 1991.
 BG2449
 BG2449.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2449.GEOID18 height accuracy estimate available here.
 BG2449
 BG2449.Click photographs - Photos may exist for this station.
 BG2449
 BG2449.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2449
 BG2449.The dynamic height is computed by dividing the NAVD 88
 BG2449.geopotential number by the normal gravity value computed on the
 BG2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2449.degrees latitude (g = 980.6199 gals.).
 BG2449
 BG2449.The modeled gravity was interpolated from observed gravity values.
 BG2449
 BG2449. The following values were computed from the NAD 83(1990) position.
 BG2449
 BG2449;                    North         East     Units Scale Factor Converg.
 BG2449;SPC FL N     -   146,788.501   444,375.905   MT  0.99995171   -0 48 47.4
 BG2449;SPC FL N     -   481,588.61  1,457,923.28   sFT  0.99995171   -0 48 47.4
 BG2449;UTM  16      - 3,353,939.423   584,782.925   MT  0.99968868   +0 26 42.4
 BG2449
 BG2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2449!SPC FL N     -   1.00000295  x   0.99995171  =   0.99995466
 BG2449!UTM  16      -   1.00000295  x   0.99968868  =   0.99969163
 BG2449
 BG2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8478253939(NAD 83)
 BG2449
 BG2449                          SUPERSEDED SURVEY CONTROL
 BG2449
 BG2449  NAD 83(1986)-  30 18 51.39305(N)    086 07 05.41809(W) AD(       ) 3
 BG2449  NAD 27      -  30 18 50.66598(N)    086 07 05.63174(W) AD(       ) 3
 BG2449  NGVD 29 (07/19/86)    8.95   (m)           29.4    (f) LEVELING    3  
 BG2449
 BG2449.Superseded values are not recommended for survey control.
 BG2449
 BG2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2449.See file dsdata.pdf to determine how the superseded data were derived.
 BG2449
 BG2449_MARKER: DD = SURVEY DISK
 BG2449_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2449_STAMPING: 60 76 A22 AZ MK
 BG2449_MARK LOGO: FLDT
 BG2449_PROJECTION: RECESSED 5 CENTIMETERS
 BG2449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2449
 BG2449  HISTORY     - Date     Condition        Report By
 BG2449  HISTORY     - 1976     MONUMENTED       FLDT
 BG2449  HISTORY     - 1976     GOOD             FLDT
 BG2449
 BG2449                          STATION DESCRIPTION
 BG2449
 BG2449'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2449'MARK IS A STANDARD FLORIDA DEPT. OF TRANSPORTATION BRASS DISK,
 BG2449'STAMPED 60 76 A22 AZ MK, SET IN THE TOP OF A 4 X 4 INCH CONCRETE
 BG2449'MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS 5.3 FEET
 BG2449'SOUTHWEST OF A METAL WITNESS POST, 8.7 FEET SOUTHWEST OF A
 BG2449'POWER POLE AND 28.8 FEET NORTHEAST OF CENTERLINE OF STATE ROUTE
 BG2449'30A.
 BG2449
 BG2449                          STATION RECOVERY (1976)
 BG2449
 BG2449'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2449'0.75 MI SE FROM SEAGROVE BEACH.
 BG2449'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2449'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2449'ABOUT 0.75 MILE AND AZIMUTH MARK.  WHICH IS SET IN THE TOP OF A 4 INCH
 BG2449'X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS 28.8
 BG2449'FEET NORTHEAST OF CENTER OF STATE ROUTE 30A, 8.7 FEET SOUTHWEST OF A
 BG2449'POWER POLE AND 5.3 FEET SOUTHWEST OF A METAL WITNESS POST. SECTION 23,
 BG2449'T 3S, R 19W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2386 ***********************************************************************
 BG2386  DESIGNATION -  60 76 A22 RM 1
 BG2386  PID         -  BG2386
 BG2386  STATE/COUNTY-  FL/WALTON
 BG2386  COUNTRY     -  US
 BG2386  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2386
 BG2386                         *CURRENT SURVEY CONTROL
 BG2386  ______________________________________________________________________
 BG2386* NAD 83(1986) POSITION- 30 18 55.53   (N) 086 07 19.20   (W)   HD_HELD1
 BG2386* NAVD 88 ORTHO HEIGHT -    11.794 (meters)       38.69  (feet) ADJUSTED
 BG2386  ______________________________________________________________________
 BG2386  GEOID HEIGHT    -        -27.540 (meters)                     GEOID18
 BG2386  DYNAMIC HEIGHT  -         11.778 (meters)       38.64  (feet) COMP
 BG2386  MODELED GRAVITY -    979,332.2   (mgal)                       NAVD 88
 BG2386
 BG2386  VERT ORDER      -  SECOND    CLASS II
 BG2386
 BG2386.The horizontal coordinates were determined by differentially corrected
 BG2386.hand held GPS observations or other comparable positioning techniques
 BG2386.and have an estimated accuracy of +/- 3 meters.
 BG2386
 BG2386.The orthometric height was determined by differential leveling and
 BG2386.adjusted by the NATIONAL GEODETIC SURVEY
 BG2386.in June 1991.
 BG2386
 BG2386.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2386.GEOID18 height accuracy estimate available here.
 BG2386
 BG2386.Click photographs - Photos may exist for this station.
 BG2386
 BG2386.The dynamic height is computed by dividing the NAVD 88
 BG2386.geopotential number by the normal gravity value computed on the
 BG2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2386.degrees latitude (g = 980.6199 gals.).
 BG2386
 BG2386.The modeled gravity was interpolated from observed gravity values.
 BG2386
 BG2386;                    North         East    Units  Estimated Accuracy
 BG2386;SPC FL N     -   146,921.5     444,009.3     MT  (+/- 3 meters HH1 GPS) 
 BG2386
 BG2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8441354064(NAD 83)
 BG2386
 BG2386                          SUPERSEDED SURVEY CONTROL
 BG2386
 BG2386.No superseded survey control is available for this station.
 BG2386
 BG2386_MARKER: DD = SURVEY DISK
 BG2386_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2386_STAMPING: 60 76 A22 RM NO1
 BG2386_MARK LOGO: FLDT
 BG2386_PROJECTION: RECESSED 5 CENTIMETERS
 BG2386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2386
 BG2386  HISTORY     - Date     Condition        Report By
 BG2386  HISTORY     - 1976     MONUMENTED       FLDT
 BG2386  HISTORY     - 19910521 GOOD             USPSQD
 BG2386
 BG2386                          STATION DESCRIPTION
 BG2386
 BG2386'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2386'0.5 MI SE FROM SEAGROVE BEACH.
 BG2386'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2386'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2386'ABOUT 0.5 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2386'INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS
 BG2386'36.7 FEET WEST OF THE WEST CORNER OF A HOUSE PORCH, 36.6 FEET
 BG2386'NORTHEAST OF CENTER OF STATE ROUTE 30A AND 1.5 FEET SOUTHWEST OF A
 BG2386'METAL WITNESS POST.  SECTION 14, T3S, R19W.
 BG2386
 BG2386                          STATION RECOVERY (1991)
 BG2386
 BG2386'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2386'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2323 ***********************************************************************
 BG2323  DESIGNATION -  60 76 A22 RM 2
 BG2323  PID         -  BG2323
 BG2323  STATE/COUNTY-  FL/WALTON
 BG2323  COUNTRY     -  US
 BG2323  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2323
 BG2323                         *CURRENT SURVEY CONTROL
 BG2323  ______________________________________________________________________
 BG2323* NAD 83(1986) POSITION- 30 18 55.70   (N) 086 07 19.92   (W)   HD_HELD1
 BG2323* NAVD 88 ORTHO HEIGHT -    11.187 (meters)       36.70  (feet) ADJUSTED
 BG2323  ______________________________________________________________________
 BG2323  GEOID HEIGHT    -        -27.540 (meters)                     GEOID18
 BG2323  DYNAMIC HEIGHT  -         11.172 (meters)       36.65  (feet) COMP
 BG2323  MODELED GRAVITY -    979,332.2   (mgal)                       NAVD 88
 BG2323
 BG2323  VERT ORDER      -  SECOND    CLASS II
 BG2323
 BG2323.The horizontal coordinates were determined by differentially corrected
 BG2323.hand held GPS observations or other comparable positioning techniques
 BG2323.and have an estimated accuracy of +/- 3 meters.
 BG2323
 BG2323.The orthometric height was determined by differential leveling and
 BG2323.adjusted by the NATIONAL GEODETIC SURVEY
 BG2323.in June 1991.
 BG2323
 BG2323.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2323.GEOID18 height accuracy estimate available here.
 BG2323
 BG2323.Click photographs - Photos may exist for this station.
 BG2323
 BG2323.The dynamic height is computed by dividing the NAVD 88
 BG2323.geopotential number by the normal gravity value computed on the
 BG2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2323.degrees latitude (g = 980.6199 gals.).
 BG2323
 BG2323.The modeled gravity was interpolated from observed gravity values.
 BG2323
 BG2323;                    North         East    Units  Estimated Accuracy
 BG2323;SPC FL N     -   146,927.0     443,990.2     MT  (+/- 3 meters HH1 GPS) 
 BG2323
 BG2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8439454069(NAD 83)
 BG2323
 BG2323                          SUPERSEDED SURVEY CONTROL
 BG2323
 BG2323.No superseded survey control is available for this station.
 BG2323
 BG2323_MARKER: DD = SURVEY DISK
 BG2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2323_STAMPING: 60 76 A22 RM NO 2
 BG2323_MARK LOGO: FLDT
 BG2323_PROJECTION: FLUSH
 BG2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2323+STABILITY: SURFACE MOTION
 BG2323
 BG2323  HISTORY     - Date     Condition        Report By
 BG2323  HISTORY     - 1976     MONUMENTED       FLDT
 BG2323  HISTORY     - 1976     GOOD             FLDT
 BG2323  HISTORY     - 19910521 GOOD             USPSQD
 BG2323
 BG2323                          STATION DESCRIPTION
 BG2323
 BG2323'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2323'0.5 MI SE FROM SEAGROVE BEACH.
 BG2323'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2323'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2323'ABOUT 0.5 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2323'INCH X 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 BG2323'97.9 FEET SOUTHEAST OF A POWER POLE, 34.0 FEET NORTHEAST OF CENTER OF
 BG2323'STATE ROUTE 30A AND 2.1 FEET SOUTHWEST OF A METAL WITNESS POST.
 BG2323'SECTION 14, T 3S, R19W.
 BG2323
 BG2323                          STATION RECOVERY (1991)
 BG2323
 BG2323'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2323'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2364 ***********************************************************************
 BG2364  DESIGNATION -  60 76 A23
 BG2364  PID         -  BG2364
 BG2364  STATE/COUNTY-  FL/WALTON
 BG2364  COUNTRY     -  US
 BG2364  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2364
 BG2364                         *CURRENT SURVEY CONTROL
 BG2364  ______________________________________________________________________
 BG2364* NAD 83(1990) POSITION- 30 18 40.70851(N) 086 06 31.22610(W)   ADJUSTED
 BG2364* NAVD 88 ORTHO HEIGHT -     8.940 (meters)       29.33  (feet) ADJUSTED
 BG2364  ______________________________________________________________________
 BG2364  GEOID HEIGHT    -        -27.551 (meters)                     GEOID18
 BG2364  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 BG2364  DYNAMIC HEIGHT  -          8.929 (meters)       29.29  (feet) COMP
 BG2364  MODELED GRAVITY -    979,330.9   (mgal)                       NAVD 88
 BG2364
 BG2364  HORZ ORDER      -  SECOND
 BG2364  VERT ORDER      -  SECOND    CLASS II
 BG2364
 BG2364.The horizontal coordinates were established by classical geodetic methods
 BG2364.and adjusted by the National Geodetic Survey in May 1991.
 BG2364
 BG2364.The orthometric height was determined by differential leveling and
 BG2364.adjusted by the NATIONAL GEODETIC SURVEY
 BG2364.in June 1991.
 BG2364
 BG2364.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2364.GEOID18 height accuracy estimate available here.
 BG2364
 BG2364.Click photographs - Photos may exist for this station.
 BG2364
 BG2364.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2364
 BG2364.The dynamic height is computed by dividing the NAVD 88
 BG2364.geopotential number by the normal gravity value computed on the
 BG2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2364.degrees latitude (g = 980.6199 gals.).
 BG2364
 BG2364.The modeled gravity was interpolated from observed gravity values.
 BG2364
 BG2364. The following values were computed from the NAD 83(1990) position.
 BG2364
 BG2364;                    North         East     Units Scale Factor Converg.
 BG2364;SPC FL N     -   146,447.014   445,284.404   MT  0.99995158   -0 48 30.2
 BG2364;SPC FL N     -   480,468.25  1,460,903.92   sFT  0.99995158   -0 48 30.2
 BG2364;UTM  16      - 3,353,618.052   585,698.463   MT  0.99969060   +0 26 59.6
 BG2364
 BG2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2364!SPC FL N     -   1.00000292  x   0.99995158  =   0.99995450
 BG2364!UTM  16      -   1.00000292  x   0.99969060  =   0.99969352
 BG2364
 BG2364:                Primary Azimuth Mark                     Grid Az
 BG2364:SPC FL N     -  60 76 A22                                290 20 32.3
 BG2364:UTM  16      -  60 76 A22                                289 05 02.5
 BG2364
 BG2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8569853618(NAD 83)
 BG2364
 BG2364|---------------------------------------------------------------------|
 BG2364| PID    Reference Object                     Distance      Geod. Az  |
 BG2364|                                                           dddmmss.s |
 BG2364| BG2387 60 76 A23 RM 1                        9.800 METERS 12141     |
 BG2364| BG2324 60 76 A23 RM 1                       15.999 METERS 27549     |
 BG2364| BG2363 60 76 A22                           APPROX. 1.4 KM 2893202.1 |
 BG2364|---------------------------------------------------------------------|
 BG2364
 BG2364                          SUPERSEDED SURVEY CONTROL
 BG2364
 BG2364  NAD 83(1986)-  30 18 40.72154(N)    086 06 31.23484(W) AD(       ) 2
 BG2364  NAD 27      -  30 18 39.99453(N)    086 06 31.44932(W) AD(       ) 2
 BG2364  NGVD 29 (07/19/86)    9.12   (m)           29.9    (f) LEVELING    3  
 BG2364
 BG2364.Superseded values are not recommended for survey control.
 BG2364
 BG2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2364.See file dsdata.pdf to determine how the superseded data were derived.
 BG2364
 BG2364_MARKER: DD = SURVEY DISK
 BG2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2364_STAMPING: 60 76 A23
 BG2364_MARK LOGO: FLDNR
 BG2364_PROJECTION: RECESSED 3 CENTIMETERS
 BG2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2364+STABILITY: SURFACE MOTION
 BG2364
 BG2364  HISTORY     - Date     Condition        Report By
 BG2364  HISTORY     - 1976     MONUMENTED       FLDT
 BG2364  HISTORY     - 1976     GOOD             FLDT
 BG2364  HISTORY     - 19910521 GOOD             USPSQD
 BG2364  HISTORY     - 19980219 GOOD             USPSQD
 BG2364
 BG2364                          STATION DESCRIPTION
 BG2364
 BG2364'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2364'STATION IS LOCATED ABOUT 8-1/2 MILES EAST-SOUTHEAST OF SANTA
 BG2364'ROSA BEACH AND ABOUT 14 MILES WEST-NORTHWEST OF PANAMA CITY
 BG2364'BEACH ON THE SOUTH SIDE OF STATE ROUTE 30A.
 BG2364'
 BG2364'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2364'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2364'EASTERLY ON STATE ROUTE 30A FOR 1.35 MILES TO STATION ON THE RIGHT.
 BG2364'
 BG2364'STATION MARK IS A STANDARD FLORIDA DEPARTMENT OF NATURAL
 BG2364'RESOURCES BRASS DISK, STAMPED 60 76 A23, SET IN THE TOP OF A ROUND
 BG2364'CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND.  IT IS 6.5
 BG2364'FEET NORTHEAST OF A METAL WITNESS POST, 12.4 FEET EAST OF POWER
 BG2364'POLE, 19.4 FEET SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A AND
 BG2364'26.8 FEET SOUTHEAST OF CENTER OF CLAY TOP ROAD.
 BG2364'
 BG2364'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA DEPARTMENT OF
 BG2364'TRANSPORTATION BRASS DISK, STAMPED 60 76 A23 RM NO 1, SET IN
 BG2364'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2364'BELOW THE GROUND.  IT IS 1.6 FEET NORTHEAST OF A METAL WITNESS
 BG2364'POST, 26.8 FEET SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A AND
 BG2364'ABOUT 61.0 FEET SOUTHEAST OF CENTER OF CLAY TOP ROAD.
 BG2364'
 BG2364'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA DEPARTMENT OF
 BG2364'TRANSPORTATION BRASS DISK, STAMPED 60 76 A23 RM NO 2, SET IN THE
 BG2364'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2364'THE GROUND.  IT IS 1.9 FEET NORTHEAST OF A METAL WITNESS POST,
 BG2364'27.4 FEET WEST-NORTHWEST OF A CLAY TOP ROAD AND 32.2 FEET
 BG2364'SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A.
 BG2364
 BG2364                          STATION RECOVERY (1976)
 BG2364
 BG2364'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2364'1.35 MI SE FROM SEAGROVE BEACH.
 BG2364'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2364'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2364'ABOUT 1.35 MILES AND STATION.  WHICH IS SET IN THE TOP OF A ROUND
 BG2364'CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS 26.8 FEET SOUTHEAST OF
 BG2364'CENTER OF A DIRT ROAD, 19.4 FEET SOUTHWEST OF CENTER OF STATE ROUTE
 BG2364'30A, 12.4 FEET EAST OF A POWER POLE AND 6.5 FEET NORTHEAST OF A METAL
 BG2364'WITNESS POST.  SECTION 24, T 3S, R 19W.
 BG2364
 BG2364                          STATION RECOVERY (1991)
 BG2364
 BG2364'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2364'RECOVERED IN GOOD CONDITION.
 BG2364
 BG2364                          STATION RECOVERY (1998)
 BG2364
 BG2364'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2364'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2324 ***********************************************************************
 BG2324  DESIGNATION -  60 76 A23 RM 1
 BG2324  PID         -  BG2324
 BG2324  STATE/COUNTY-  FL/WALTON
 BG2324  COUNTRY     -  US
 BG2324  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2324
 BG2324                         *CURRENT SURVEY CONTROL
 BG2324  ______________________________________________________________________
 BG2324* NAD 83(1986) POSITION- 30 18 40.76   (N) 086 06 31.82   (W)   HD_HELD1
 BG2324* NAVD 88 ORTHO HEIGHT -     8.817 (meters)       28.93  (feet) ADJUSTED
 BG2324  ______________________________________________________________________
 BG2324  GEOID HEIGHT    -        -27.551 (meters)                     GEOID18
 BG2324  DYNAMIC HEIGHT  -          8.805 (meters)       28.89  (feet) COMP
 BG2324  MODELED GRAVITY -    979,330.9   (mgal)                       NAVD 88
 BG2324
 BG2324  VERT ORDER      -  SECOND    CLASS II
 BG2324
 BG2324.The horizontal coordinates were determined by differentially corrected
 BG2324.hand held GPS observations or other comparable positioning techniques
 BG2324.and have an estimated accuracy of +/- 3 meters.
 BG2324
 BG2324.The orthometric height was determined by differential leveling and
 BG2324.adjusted by the NATIONAL GEODETIC SURVEY
 BG2324.in June 1991.
 BG2324
 BG2324.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2324.GEOID18 height accuracy estimate available here.
 BG2324
 BG2324.Click photographs - Photos may exist for this station.
 BG2324
 BG2324.The dynamic height is computed by dividing the NAVD 88
 BG2324.geopotential number by the normal gravity value computed on the
 BG2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2324.degrees latitude (g = 980.6199 gals.).
 BG2324
 BG2324.The modeled gravity was interpolated from observed gravity values.
 BG2324
 BG2324;                    North         East    Units  Estimated Accuracy
 BG2324;SPC FL N     -   146,448.8     445,268.6     MT  (+/- 3 meters HH1 GPS) 
 BG2324
 BG2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8568253619(NAD 83)
 BG2324
 BG2324                          SUPERSEDED SURVEY CONTROL
 BG2324
 BG2324.No superseded survey control is available for this station.
 BG2324
 BG2324_MARKER: DD = SURVEY DISK
 BG2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2324_STAMPING: 60 76 A23 RM NO 1
 BG2324_MARK LOGO: FLDT
 BG2324_PROJECTION: RECESSED 3 CENTIMETERS
 BG2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2324+STABILITY: SURFACE MOTION
 BG2324
 BG2324  HISTORY     - Date     Condition        Report By
 BG2324  HISTORY     - 1976     MONUMENTED       FLDT
 BG2324  HISTORY     - 1976     GOOD             FLDT
 BG2324  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2324
 BG2324                          STATION DESCRIPTION
 BG2324
 BG2324'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2324'1.35 MI SE FROM SEAGROVE BEACH.
 BG2324'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2324'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2324'ABOUT 1.35 MILES AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2324'INCH X 4 INCH SQUARE CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS
 BG2324'32.2 FEET SOUTHWEST OF CENTER OF STATE ROUTE 30A, 27.4 FEET
 BG2324'WEST-NORTHWEST OF CENTER OF A DIRT ROAD AND 1.9 FEET NORTHEAST OF A
 BG2324'METAL WITNESS POST.  SECTION 24, T 3S, R 19W.
 BG2324
 BG2324                          STATION RECOVERY (1991)
 BG2324
 BG2324'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2324'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2387 ***********************************************************************
 BG2387  DESIGNATION -  60 76 A23 RM 1
 BG2387  PID         -  BG2387
 BG2387  STATE/COUNTY-  FL/WALTON
 BG2387  COUNTRY     -  US
 BG2387  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2387
 BG2387                         *CURRENT SURVEY CONTROL
 BG2387  ______________________________________________________________________
 BG2387* NAD 83(1986) POSITION- 30 18 40.54   (N) 086 06 30.91   (W)   HD_HELD1
 BG2387* NAVD 88 ORTHO HEIGHT -     8.649 (meters)       28.38  (feet) ADJUSTED
 BG2387  ______________________________________________________________________
 BG2387  GEOID HEIGHT    -        -27.551 (meters)                     GEOID18
 BG2387  DYNAMIC HEIGHT  -          8.638 (meters)       28.34  (feet) COMP
 BG2387  MODELED GRAVITY -    979,331.0   (mgal)                       NAVD 88
 BG2387
 BG2387  VERT ORDER      -  SECOND    CLASS II
 BG2387
 BG2387.The horizontal coordinates were determined by differentially corrected
 BG2387.hand held GPS observations or other comparable positioning techniques
 BG2387.and have an estimated accuracy of +/- 3 meters.
 BG2387
 BG2387.The orthometric height was determined by differential leveling and
 BG2387.adjusted by the NATIONAL GEODETIC SURVEY
 BG2387.in June 1991.
 BG2387
 BG2387.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2387.GEOID18 height accuracy estimate available here.
 BG2387
 BG2387.Click photographs - Photos may exist for this station.
 BG2387
 BG2387.The dynamic height is computed by dividing the NAVD 88
 BG2387.geopotential number by the normal gravity value computed on the
 BG2387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2387.degrees latitude (g = 980.6199 gals.).
 BG2387
 BG2387.The modeled gravity was interpolated from observed gravity values.
 BG2387
 BG2387;                    North         East    Units  Estimated Accuracy
 BG2387;SPC FL N     -   146,441.7     445,292.8     MT  (+/- 3 meters HH1 GPS) 
 BG2387
 BG2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8570653612(NAD 83)
 BG2387
 BG2387                          SUPERSEDED SURVEY CONTROL
 BG2387
 BG2387.No superseded survey control is available for this station.
 BG2387
 BG2387_MARKER: DD = SURVEY DISK
 BG2387_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2387_STAMPING: 60 76 A23 RM NO1
 BG2387_MARK LOGO: FLDT
 BG2387_PROJECTION: RECESSED 5 CENTIMETERS
 BG2387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2387
 BG2387  HISTORY     - Date     Condition        Report By
 BG2387  HISTORY     - 1976     MONUMENTED       FLDT
 BG2387  HISTORY     - 1976     GOOD             FLDT
 BG2387  HISTORY     - 19910521 GOOD             USPSQD
 BG2387
 BG2387                          STATION DESCRIPTION
 BG2387
 BG2387'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2387'1.35 MI SE FROM SEAGROVE BEACH.
 BG2387'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2387'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2387'ABOUT 1.35 MILES AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4
 BG2387'INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW GROUND.  IT IS
 BG2387'61.0 FEET SOUTHEAST OF CENTER OF A DIRT ROAD, 26.8 FEET SOUTHWEST OF
 BG2387'CENTER OF STATE ROUTE 30A AND 1.6 FEET NORTHEAST OF A METAL WITNESS
 BG2387'POST.  SECTION 24, T 3S, R 19W.
 BG2387
 BG2387                          STATION RECOVERY (1991)
 BG2387
 BG2387'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2387'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2365 ***********************************************************************
 BG2365  DESIGNATION -  60 76 A24
 BG2365  PID         -  BG2365
 BG2365  STATE/COUNTY-  FL/WALTON
 BG2365  COUNTRY     -  US
 BG2365  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2365
 BG2365                         *CURRENT SURVEY CONTROL
 BG2365  ______________________________________________________________________
 BG2365* NAD 83(1990) POSITION- 30 18 33.82003(N) 086 06 06.45699(W)   ADJUSTED
 BG2365* NAVD 88 ORTHO HEIGHT -     8.194 (meters)       26.88  (feet) ADJUSTED
 BG2365  ______________________________________________________________________
 BG2365  GEOID HEIGHT    -        -27.557 (meters)                     GEOID18
 BG2365  LAPLACE CORR    -         -1.27  (seconds)                    DEFLEC18
 BG2365  DYNAMIC HEIGHT  -          8.183 (meters)       26.85  (feet) COMP
 BG2365  MODELED GRAVITY -    979,330.3   (mgal)                       NAVD 88
 BG2365
 BG2365  HORZ ORDER      -  SECOND
 BG2365  VERT ORDER      -  SECOND    CLASS II
 BG2365
 BG2365.The horizontal coordinates were established by classical geodetic methods
 BG2365.and adjusted by the National Geodetic Survey in May 1991.
 BG2365
 BG2365.The orthometric height was determined by differential leveling and
 BG2365.adjusted by the NATIONAL GEODETIC SURVEY
 BG2365.in June 1991.
 BG2365
 BG2365.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2365.GEOID18 height accuracy estimate available here.
 BG2365
 BG2365.Click photographs - Photos may exist for this station.
 BG2365
 BG2365.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2365
 BG2365.The dynamic height is computed by dividing the NAVD 88
 BG2365.geopotential number by the normal gravity value computed on the
 BG2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2365.degrees latitude (g = 980.6199 gals.).
 BG2365
 BG2365.The modeled gravity was interpolated from observed gravity values.
 BG2365
 BG2365. The following values were computed from the NAD 83(1990) position.
 BG2365
 BG2365;                    North         East     Units Scale Factor Converg.
 BG2365;SPC FL N     -   146,225.606   445,943.100   MT  0.99995150   -0 48 17.8
 BG2365;SPC FL N     -   479,741.84  1,463,064.99   sFT  0.99995150   -0 48 17.8
 BG2365;UTM  16      - 3,353,411.216   586,361.690   MT  0.99969201   +0 27 12.0
 BG2365
 BG2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2365!SPC FL N     -   1.00000304  x   0.99995150  =   0.99995454
 BG2365!UTM  16      -   1.00000304  x   0.99969201  =   0.99969505
 BG2365
 BG2365:                Primary Azimuth Mark                     Grid Az
 BG2365:SPC FL N     -  60 76 A23                                288 34 44.6
 BG2365:UTM  16      -  60 76 A23                                287 19 14.8
 BG2365
 BG2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8636153411(NAD 83)
 BG2365
 BG2365|---------------------------------------------------------------------|
 BG2365| PID    Reference Object                     Distance      Geod. Az  |
 BG2365|                                                           dddmmss.s |
 BG2365| BG2388 60 76 A24 RM 1                       12.164 METERS 10150     |
 BG2365| BG2364 60 76 A23                           APPROX. 0.7 KM 2874626.8 |
 BG2365| BG2325 60 76 A24 RM 2                       24.277 METERS 29546     |
 BG2365|---------------------------------------------------------------------|
 BG2365
 BG2365                          SUPERSEDED SURVEY CONTROL
 BG2365
 BG2365  NAD 83(1986)-  30 18 33.83299(N)    086 06 06.46572(W) AD(       ) 2
 BG2365  NAD 27      -  30 18 33.10607(N)    086 06 06.68078(W) AD(       ) 2
 BG2365  NGVD 29 (07/19/86)    8.37   (m)           27.5    (f) LEVELING    3  
 BG2365
 BG2365.Superseded values are not recommended for survey control.
 BG2365
 BG2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2365.See file dsdata.pdf to determine how the superseded data were derived.
 BG2365
 BG2365_MARKER: DD = SURVEY DISK
 BG2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2365_STAMPING: 60 76 A24
 BG2365_MARK LOGO: FLDNR
 BG2365_PROJECTION: RECESSED 3 CENTIMETERS
 BG2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2365+STABILITY: SURFACE MOTION
 BG2365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2365+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 BG2365
 BG2365  HISTORY     - Date     Condition        Report By
 BG2365  HISTORY     - 1976     MONUMENTED       FLDT
 BG2365  HISTORY     - 1976     GOOD             FLDT
 BG2365  HISTORY     - 19910521 GOOD             USPSQD
 BG2365  HISTORY     - 19980219 GOOD             USPSQD
 BG2365  HISTORY     - 20080501 GOOD             INDIV
 BG2365
 BG2365                          STATION DESCRIPTION
 BG2365
 BG2365'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2365'STATION IS LOCATED ABOUT 9 MILES SOUTHEAST OF SANTA ROSA BEACH
 BG2365'AND ABOUT 14 MILES NORTHWEST OF PANAMA CITY BEACH ON THE NORTH
 BG2365'SIDE OF A PAVED ROAD.
 BG2365'
 BG2365'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2365'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2365'EASTERLY ON STATE ROUTE 30A FOR 1.6 MILES TO A Y INTERSECTION,
 BG2365'TAKE RIGHT FORK AND GO SOUTHEAST ON PAVED ROAD FOR 0.15 MILE TO
 BG2365'STATION ON THE LEFT.
 BG2365'
 BG2365'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2365'RESOURCES BRASS DISK, STAMPED 60 76 A24, SET IN THE TOP OF A
 BG2365'ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW THE GROUND.  IT IS
 BG2365'4.1 FEET SOUTHWEST OF A METAL WITNESS POST, 4.0 FEET SOUTHWEST
 BG2365'OF BRUSH LINE AND 26.4 FEET NORTHEAST OF CENTER OF PAVED ROAD.
 BG2365'
 BG2365'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2365'TRANSPORTATION BRASS DISK, STAMPED 60 76 A24 RM NO 1, SET IN THE
 BG2365'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2365'BELOW THE GROUND.  IT IS 1.1 FEET SOUTHWEST OF A METAL WITNESS
 BG2365'POST, 31.3 FEET NORTHEAST OF CENTER OF PAVED ROAD AND 191.3
 BG2365'FEET NORTHWEST OF A POWER POLE.
 BG2365'
 BG2365'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2365'TRANSPORTATION BRASS DISK, STAMPED 60 76 A24 RM NO 2, SET IN
 BG2365'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2365'BELOW THE GROUND.  IT IS 0.7 FOOT SOUTHWEST OF A METAL WITNESS
 BG2365'POST, 31.0 FEET NORTHEAST OF CENTER OF PAVED ROAD AND 122.6
 BG2365'FEET SOUTHEAST OF POWER POLE.
 BG2365
 BG2365                          STATION RECOVERY (1976)
 BG2365
 BG2365'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2365'1.75 MI SE FROM SEAGROVE BEACH.
 BG2365'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2365'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2365'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2365'ROAD RIGHT FOR ABOUT 0.15 MILE AND STATION.  WHICH IS SET IN THE TOP
 BG2365'OF A ROUND CONCRETE MONUMENT 1 INCH BELOW GROUND.  IT IS 26.4 FEET
 BG2365'NORTHEAST OF CENTER OF THE PAVED ROAD, 4.1 FEET SOUTHWEST OF A METAL
 BG2365'WITNESS POST AND 4.0 FEET SOUTHWEST OF THE WOODS LINE.  SECTION 24, T
 BG2365'3S, R 19W.
 BG2365
 BG2365                          STATION RECOVERY (1991)
 BG2365
 BG2365'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2365'RECOVERED IN GOOD CONDITION.
 BG2365
 BG2365                          STATION RECOVERY (1998)
 BG2365
 BG2365'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2365'RECOVERED IN GOOD CONDITION.
 BG2365
 BG2365                          STATION RECOVERY (2008)
 BG2365
 BG2365'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (JKC)
 BG2365'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2388 ***********************************************************************
 BG2388  DESIGNATION -  60 76 A24 RM 1
 BG2388  PID         -  BG2388
 BG2388  STATE/COUNTY-  FL/WALTON
 BG2388  COUNTRY     -  US
 BG2388  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2388
 BG2388                         *CURRENT SURVEY CONTROL
 BG2388  ______________________________________________________________________
 BG2388* NAD 83(1986) POSITION- 30 18 33.74   (N) 086 06 06.01   (W)   HD_HELD1
 BG2388* NAVD 88 ORTHO HEIGHT -     8.294 (meters)       27.21  (feet) ADJUSTED
 BG2388  ______________________________________________________________________
 BG2388  GEOID HEIGHT    -        -27.557 (meters)                     GEOID18
 BG2388  DYNAMIC HEIGHT  -          8.283 (meters)       27.18  (feet) COMP
 BG2388  MODELED GRAVITY -    979,330.4   (mgal)                       NAVD 88
 BG2388
 BG2388  VERT ORDER      -  SECOND    CLASS II
 BG2388
 BG2388.The horizontal coordinates were determined by differentially corrected
 BG2388.hand held GPS observations or other comparable positioning techniques
 BG2388.and have an estimated accuracy of +/- 3 meters.
 BG2388
 BG2388.The orthometric height was determined by differential leveling and
 BG2388.adjusted by the NATIONAL GEODETIC SURVEY
 BG2388.in June 1991.
 BG2388
 BG2388.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2388.GEOID18 height accuracy estimate available here.
 BG2388
 BG2388.Click photographs - Photos may exist for this station.
 BG2388
 BG2388.The dynamic height is computed by dividing the NAVD 88
 BG2388.geopotential number by the normal gravity value computed on the
 BG2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2388.degrees latitude (g = 980.6199 gals.).
 BG2388
 BG2388.The modeled gravity was interpolated from observed gravity values.
 BG2388
 BG2388;                    North         East    Units  Estimated Accuracy
 BG2388;SPC FL N     -   146,223.0     445,955.0     MT  (+/- 3 meters HH1 GPS) 
 BG2388
 BG2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8637353408(NAD 83)
 BG2388
 BG2388                          SUPERSEDED SURVEY CONTROL
 BG2388
 BG2388.No superseded survey control is available for this station.
 BG2388
 BG2388_MARKER: DD = SURVEY DISK
 BG2388_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2388_STAMPING: 60 76 A24 RM NO1
 BG2388_MARK LOGO: FLDT
 BG2388_PROJECTION: RECESSED 5 CENTIMETERS
 BG2388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2388
 BG2388  HISTORY     - Date     Condition        Report By
 BG2388  HISTORY     - 1976     MONUMENTED       FLDT
 BG2388  HISTORY     - 19910521 GOOD             USPSQD
 BG2388
 BG2388                          STATION DESCRIPTION
 BG2388
 BG2388'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2388'1.75 MI SE FROM SEAGROVE BEACH.
 BG2388'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2388'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2388'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2388'ROAD RIGHT FOR ABOUT 0.15 MILE AND REFERENCE MARK.  WHICH IS SET IN
 BG2388'THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW
 BG2388'GROUND.  IT IS 191.3 FEET NORTHWEST OF A POWER POLE, 31.3 FEET
 BG2388'NORTHEAST OF CENTER OF THE PAVED ROAD AND 1.1 FEET SOUTHWEST OF A
 BG2388'METAL WITNESS POST.  SECTION 24, T3S, R19W.
 BG2388
 BG2388                          STATION RECOVERY (1991)
 BG2388
 BG2388'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2388'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2325 ***********************************************************************
 BG2325  DESIGNATION -  60 76 A24 RM 2
 BG2325  PID         -  BG2325
 BG2325  STATE/COUNTY-  FL/WALTON
 BG2325  COUNTRY     -  US
 BG2325  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2325
 BG2325                         *CURRENT SURVEY CONTROL
 BG2325  ______________________________________________________________________
 BG2325* NAD 83(1986) POSITION- 30 18 34.16   (N) 086 06 07.28   (W)   HD_HELD1
 BG2325* NAVD 88 ORTHO HEIGHT -     8.175 (meters)       26.82  (feet) ADJUSTED
 BG2325  ______________________________________________________________________
 BG2325  GEOID HEIGHT    -        -27.557 (meters)                     GEOID18
 BG2325  DYNAMIC HEIGHT  -          8.164 (meters)       26.78  (feet) COMP
 BG2325  MODELED GRAVITY -    979,330.4   (mgal)                       NAVD 88
 BG2325
 BG2325  VERT ORDER      -  SECOND    CLASS II
 BG2325
 BG2325.The horizontal coordinates were determined by differentially corrected
 BG2325.hand held GPS observations or other comparable positioning techniques
 BG2325.and have an estimated accuracy of +/- 3 meters.
 BG2325
 BG2325.The orthometric height was determined by differential leveling and
 BG2325.adjusted by the NATIONAL GEODETIC SURVEY
 BG2325.in June 1991.
 BG2325
 BG2325.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2325.GEOID18 height accuracy estimate available here.
 BG2325
 BG2325.Click photographs - Photos may exist for this station.
 BG2325
 BG2325.The dynamic height is computed by dividing the NAVD 88
 BG2325.geopotential number by the normal gravity value computed on the
 BG2325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2325.degrees latitude (g = 980.6199 gals.).
 BG2325
 BG2325.The modeled gravity was interpolated from observed gravity values.
 BG2325
 BG2325;                    North         East    Units  Estimated Accuracy
 BG2325;SPC FL N     -   146,236.4     445,921.3     MT  (+/- 3 meters HH1 GPS) 
 BG2325
 BG2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8633953421(NAD 83)
 BG2325
 BG2325                          SUPERSEDED SURVEY CONTROL
 BG2325
 BG2325.No superseded survey control is available for this station.
 BG2325
 BG2325_MARKER: DD = SURVEY DISK
 BG2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2325_STAMPING: 60 76 A24 RM NO 2
 BG2325_MARK LOGO: FLDT
 BG2325_PROJECTION: RECESSED 5 CENTIMETERS
 BG2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2325+STABILITY: SURFACE MOTION
 BG2325
 BG2325  HISTORY     - Date     Condition        Report By
 BG2325  HISTORY     - 1976     MONUMENTED       FLDT
 BG2325  HISTORY     - 1976     GOOD             FLDT
 BG2325  HISTORY     - 19910521 GOOD             USPSQD
 BG2325
 BG2325                          STATION DESCRIPTION
 BG2325
 BG2325'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2325'1.75 MI SE FROM SEAGROVE BEACH.
 BG2325'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2325'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2325'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2325'ROAD RIGHT FOR ABOUT 0.15 MILE AND REFERENCE MARK.  WHICH IS SET IN
 BG2325'THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT 2 INCHES BELOW
 BG2325'GROUND.  IT IS 122.6 FEET SOUTHEAST OF A POWER POLE, 31.0 FEET
 BG2325'NORTHEAST OF CENTER OF THE PAVED ROAD AND 0.7 FOOT SOUTHWEST OF A
 BG2325'METAL WITNESS POST.  SECTION 24, T 3S, R 19W.
 BG2325
 BG2325                          STATION RECOVERY (1991)
 BG2325
 BG2325'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2325'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2366 ***********************************************************************
 BG2366  DESIGNATION -  60 76 A25
 BG2366  PID         -  BG2366
 BG2366  STATE/COUNTY-  FL/WALTON
 BG2366  COUNTRY     -  US
 BG2366  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2366
 BG2366                         *CURRENT SURVEY CONTROL
 BG2366  ______________________________________________________________________
 BG2366* NAD 83(1990) POSITION- 30 18 19.28172(N) 086 05 35.79572(W)   ADJUSTED
 BG2366* NAVD 88 ORTHO HEIGHT -     9.850 (meters)       32.32  (feet) ADJUSTED
 BG2366  ______________________________________________________________________
 BG2366  GEOID HEIGHT    -        -27.564 (meters)                     GEOID18
 BG2366  LAPLACE CORR    -         -1.26  (seconds)                    DEFLEC18
 BG2366  DYNAMIC HEIGHT  -          9.837 (meters)       32.27  (feet) COMP
 BG2366  MODELED GRAVITY -    979,329.5   (mgal)                       NAVD 88
 BG2366
 BG2366  HORZ ORDER      -  SECOND
 BG2366  VERT ORDER      -  SECOND    CLASS II
 BG2366
 BG2366.The horizontal coordinates were established by classical geodetic methods
 BG2366.and adjusted by the National Geodetic Survey in May 1991.
 BG2366
 BG2366.The orthometric height was determined by differential leveling and
 BG2366.adjusted by the NATIONAL GEODETIC SURVEY
 BG2366.in June 1991.
 BG2366
 BG2366.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2366.GEOID18 height accuracy estimate available here.
 BG2366
 BG2366.Click photographs - Photos may exist for this station.
 BG2366
 BG2366.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2366
 BG2366.The dynamic height is computed by dividing the NAVD 88
 BG2366.geopotential number by the normal gravity value computed on the
 BG2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2366.degrees latitude (g = 980.6199 gals.).
 BG2366
 BG2366.The modeled gravity was interpolated from observed gravity values.
 BG2366
 BG2366. The following values were computed from the NAD 83(1990) position.
 BG2366
 BG2366;                    North         East     Units Scale Factor Converg.
 BG2366;SPC FL N     -   145,766.504   446,755.939   MT  0.99995132   -0 48 02.4
 BG2366;SPC FL N     -   478,235.61  1,465,731.78   sFT  0.99995132   -0 48 02.4
 BG2366;UTM  16      - 3,352,970.188   587,184.201   MT  0.99969377   +0 27 27.2
 BG2366
 BG2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2366!SPC FL N     -   1.00000278  x   0.99995132  =   0.99995410
 BG2366!UTM  16      -   1.00000278  x   0.99969377  =   0.99969655
 BG2366
 BG2366:                Primary Azimuth Mark                     Grid Az
 BG2366:SPC FL N     -  60 76 A24                                299 27 30.0
 BG2366:UTM  16      -  60 76 A24                                298 12 00.4
 BG2366
 BG2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8718452970(NAD 83)
 BG2366
 BG2366|---------------------------------------------------------------------|
 BG2366| PID    Reference Object                     Distance      Geod. Az  |
 BG2366|                                                           dddmmss.s |
 BG2366| BG2389 60 76 A25 RM 1                        9.305 METERS 07535     |
 BG2366| BG2326 60 76 A25 RM 2                        9.504 METERS 23051     |
 BG2366| BG2365 60 76 A24                           APPROX. 0.9 KM 2983927.6 |
 BG2366|---------------------------------------------------------------------|
 BG2366
 BG2366                          SUPERSEDED SURVEY CONTROL
 BG2366
 BG2366  NAD 83(1986)-  30 18 19.29459(N)    086 05 35.80447(W) AD(       ) 2
 BG2366  NAD 27      -  30 18 18.56767(N)    086 05 36.02015(W) AD(       ) 2
 BG2366  NGVD 29 (07/19/86)   10.03   (m)           32.9    (f) LEVELING    3  
 BG2366
 BG2366.Superseded values are not recommended for survey control.
 BG2366
 BG2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2366.See file dsdata.pdf to determine how the superseded data were derived.
 BG2366
 BG2366_MARKER: DD = SURVEY DISK
 BG2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2366_STAMPING: 60 76 A25
 BG2366_MARK LOGO: FLDNR
 BG2366_PROJECTION: FLUSH
 BG2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2366+STABILITY: SURFACE MOTION
 BG2366
 BG2366  HISTORY     - Date     Condition        Report By
 BG2366  HISTORY     - 1976     MONUMENTED       FLDT
 BG2366  HISTORY     - 1976     GOOD             FLDT
 BG2366  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2366
 BG2366                          STATION DESCRIPTION
 BG2366
 BG2366'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2366'STATION IS LOCATED ABOUT 9-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2366'BEACH AND ABOUT 13 MILES NORTHWEST OF PANAMA CITY BEACH ON THE
 BG2366'TOP OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2366'
 BG2366'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2366'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2366'EASTERLY ON STATE ROUTE 30A FOR 1.6 MILES TO A Y INTERSECTION.
 BG2366'TAKE RIGHT FORK AND GO SOUTHEAST ON PAVED ROAD FOR 0.5 MILE TO
 BG2366'BEACH, (FROM THIS POINT A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO
 BG2366'CONTINUE TO STATION) GO SOUTHEAST ALONG BEACH FOR 0.2 MILE TO
 BG2366'STATION OF THE LEFT.
 BG2366'
 BG2366'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2366'RESOURCES BRASS DISK, STAMPED 60 76 A25, SET IN THE TOP OF A
 BG2366'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS
 BG2366'1.7 FEET SOUTHWEST OF A METAL WITNESS POST, 21.0 FEET EAST OF
 BG2366'WEST EDGE OF SAND DUNE, 21.0 FEET SOUTH OF NORTH EDGE OF SAND
 BG2366'DUNE AND 13.0 FEET NORTHEAST OF SOUTH EDGE OF SAND DUNE.
 BG2366'
 BG2366'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2366'TRANSPORTATION BRASS DISK, STAMPED 60 76 A25 RM NO 1, SET IN THE
 BG2366'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2366'THE GROUND.  IT IS 2.2 FEET SOUTH OF A METAL WITNESS POST, 34.3
 BG2366'FEET SOUTHEAST OF NORTH EDGE OF SAND DUNE AND 87.0 FEET
 BG2366'NORTHEAST OF SOUTH EDGE OF SAND DUNE.
 BG2366'
 BG2366'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2366'TRANSPORTATION BRASS DISK, STAMPED 60 76 A25 RM NO 2, SET IN THE
 BG2366'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2366'THE GROUND.  IT IS 1.8 FEET SOUTHWEST OF A METAL WITNESS POST,
 BG2366'11.5 FEET EAST OF WEST EDGE OF SAND DUNE AND 49.0 FEET NORTHEAST
 BG2366'OF SOUTH EDGE OF SAND DUNE.
 BG2366
 BG2366                          STATION RECOVERY (1976)
 BG2366
 BG2366'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2366'2.3 MI SE FROM SEAGROVE BEACH.
 BG2366'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2366'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2366'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2366'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2366'BEACH FOR ABOUT 0.2 MILE AND STATION ON TOP OF A SAND DUNE.  WHICH IS
 BG2366'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. IT
 BG2366'IS 73.0 FEET NORTHEAST OF THE EDGE OF SAND DUNE, 21.0 FEET SOUTH OF
 BG2366'THE NORTH EDGE OF SAND DUNE, 21.0 FEET EAST OF THE WEST EDGE OF SAND
 BG2366'DUNE AND 1.7 FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 19, T
 BG2366'3S, R 18W.
 BG2366
 BG2366                          STATION RECOVERY (1991)
 BG2366
 BG2366'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2366'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2389 ***********************************************************************
 BG2389  DESIGNATION -  60 76 A25 RM 1
 BG2389  PID         -  BG2389
 BG2389  STATE/COUNTY-  FL/WALTON
 BG2389  COUNTRY     -  US
 BG2389  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2389
 BG2389                         *CURRENT SURVEY CONTROL
 BG2389  ______________________________________________________________________
 BG2389* NAD 83(1986) POSITION- 30 18 19.36   (N) 086 05 35.46   (W)   HD_HELD1
 BG2389* NAVD 88 ORTHO HEIGHT -     8.304 (meters)       27.24  (feet) ADJUSTED
 BG2389  ______________________________________________________________________
 BG2389  GEOID HEIGHT    -        -27.564 (meters)                     GEOID18
 BG2389  DYNAMIC HEIGHT  -          8.293 (meters)       27.21  (feet) COMP
 BG2389  MODELED GRAVITY -    979,329.5   (mgal)                       NAVD 88
 BG2389
 BG2389  VERT ORDER      -  SECOND    CLASS II
 BG2389
 BG2389.The horizontal coordinates were determined by differentially corrected
 BG2389.hand held GPS observations or other comparable positioning techniques
 BG2389.and have an estimated accuracy of +/- 3 meters.
 BG2389
 BG2389.The orthometric height was determined by differential leveling and
 BG2389.adjusted by the NATIONAL GEODETIC SURVEY
 BG2389.in June 1991.
 BG2389
 BG2389.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2389.GEOID18 height accuracy estimate available here.
 BG2389
 BG2389.Click photographs - Photos may exist for this station.
 BG2389
 BG2389.The dynamic height is computed by dividing the NAVD 88
 BG2389.geopotential number by the normal gravity value computed on the
 BG2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2389.degrees latitude (g = 980.6199 gals.).
 BG2389
 BG2389.The modeled gravity was interpolated from observed gravity values.
 BG2389
 BG2389;                    North         East    Units  Estimated Accuracy
 BG2389;SPC FL N     -   145,768.8     446,764.9     MT  (+/- 3 meters HH1 GPS) 
 BG2389
 BG2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8719352972(NAD 83)
 BG2389
 BG2389                          SUPERSEDED SURVEY CONTROL
 BG2389
 BG2389.No superseded survey control is available for this station.
 BG2389
 BG2389_MARKER: DD = SURVEY DISK
 BG2389_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2389_STAMPING: 60 76 A25 RM NO1
 BG2389_MARK LOGO: FLDT
 BG2389_PROJECTION: FLUSH
 BG2389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2389
 BG2389  HISTORY     - Date     Condition        Report By
 BG2389  HISTORY     - 1976     MONUMENTED       FLDT
 BG2389  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2389
 BG2389                          STATION DESCRIPTION
 BG2389
 BG2389'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2389'2.3 MI SE FROM SEAGROVE BEACH.
 BG2389'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2389'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2389'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2389'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2389'BEACH FOR ABOUT 0.2 MILE AND REFERENCE MARK ON TOP OF A SAND DUNE.
 BG2389'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT
 BG2389'FLUSH WITH THE GROUND.  IT IS 87.0 FEET NORTHEAST OF THE EDGE OF SAND
 BG2389'DUNE, 34.3 FEET SOUTHEAST OF THE NORTH EDGE OF SAND DUNE AND 2.2 FEET
 BG2389'SOUTH OF A METAL WITNESS POST.  SECTION 19, T 3S, R 18W.
 BG2389
 BG2389                          STATION RECOVERY (1991)
 BG2389
 BG2389'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2389'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2326 ***********************************************************************
 BG2326  DESIGNATION -  60 76 A25 RM 2
 BG2326  PID         -  BG2326
 BG2326  STATE/COUNTY-  FL/WALTON
 BG2326  COUNTRY     -  US
 BG2326  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2326
 BG2326                         *CURRENT SURVEY CONTROL
 BG2326  ______________________________________________________________________
 BG2326* NAD 83(1986) POSITION- 30 18 19.09   (N) 086 05 36.07   (W)   HD_HELD1
 BG2326* NAVD 88 ORTHO HEIGHT -     8.721 (meters)       28.61  (feet) ADJUSTED
 BG2326  ______________________________________________________________________
 BG2326  GEOID HEIGHT    -        -27.563 (meters)                     GEOID18
 BG2326  DYNAMIC HEIGHT  -          8.710 (meters)       28.58  (feet) COMP
 BG2326  MODELED GRAVITY -    979,329.5   (mgal)                       NAVD 88
 BG2326
 BG2326  VERT ORDER      -  SECOND    CLASS II
 BG2326
 BG2326.The horizontal coordinates were determined by differentially corrected
 BG2326.hand held GPS observations or other comparable positioning techniques
 BG2326.and have an estimated accuracy of +/- 3 meters.
 BG2326
 BG2326.The orthometric height was determined by differential leveling and
 BG2326.adjusted by the NATIONAL GEODETIC SURVEY
 BG2326.in June 1991.
 BG2326
 BG2326.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2326.GEOID18 height accuracy estimate available here.
 BG2326
 BG2326.Click photographs - Photos may exist for this station.
 BG2326
 BG2326.The dynamic height is computed by dividing the NAVD 88
 BG2326.geopotential number by the normal gravity value computed on the
 BG2326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2326.degrees latitude (g = 980.6199 gals.).
 BG2326
 BG2326.The modeled gravity was interpolated from observed gravity values.
 BG2326
 BG2326;                    North         East    Units  Estimated Accuracy
 BG2326;SPC FL N     -   145,760.7     446,748.5     MT  (+/- 3 meters HH1 GPS) 
 BG2326
 BG2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8717652964(NAD 83)
 BG2326
 BG2326                          SUPERSEDED SURVEY CONTROL
 BG2326
 BG2326.No superseded survey control is available for this station.
 BG2326
 BG2326_MARKER: DD = SURVEY DISK
 BG2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2326_STAMPING: 60 76 A25 RM NO 2
 BG2326_MARK LOGO: FLDT
 BG2326_PROJECTION: FLUSH
 BG2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2326+STABILITY: SURFACE MOTION
 BG2326
 BG2326  HISTORY     - Date     Condition        Report By
 BG2326  HISTORY     - 1976     MONUMENTED       FLDT
 BG2326  HISTORY     - 1976     GOOD             FLDT
 BG2326  HISTORY     - 19910521 MARK NOT FOUND   USPSQD
 BG2326
 BG2326                          STATION DESCRIPTION
 BG2326
 BG2326'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2326'2.3 MI SE FROM SEAGROVE BEACH.
 BG2326'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2326'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2326'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2326'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2326'BEACH FOR ABOUT 0.2 MILE AND REFERENCE MARK ON TOP OF A SAND DUNE.
 BG2326'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2326'WITH THE GROUND.  IT IS 49.0 FEET NORTHEAST OF EDGE OF SAND DUNE, 11.5
 BG2326'FEET EAST OF THE WEST EDGE OF SAND DUNE AND 1.8 FEET SOUTHWEST OF A
 BG2326'METAL WITNESS POST.  SECTION 19, T 3S, R 18W.
 BG2326
 BG2326                          STATION RECOVERY (1991)
 BG2326
 BG2326'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2326'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2367 ***********************************************************************
 BG2367  DESIGNATION -  60 76 A26
 BG2367  PID         -  BG2367
 BG2367  STATE/COUNTY-  FL/WALTON
 BG2367  COUNTRY     -  US
 BG2367  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2367
 BG2367                         *CURRENT SURVEY CONTROL
 BG2367  ______________________________________________________________________
 BG2367* NAD 83(1990) POSITION- 30 18 01.24146(N) 086 04 45.43882(W)   ADJUSTED
 BG2367* NAVD 88 ORTHO HEIGHT -    10.737 (meters)       35.23  (feet) ADJUSTED
 BG2367  ______________________________________________________________________
 BG2367  GEOID HEIGHT    -        -27.574 (meters)                     GEOID18
 BG2367  LAPLACE CORR    -         -1.19  (seconds)                    DEFLEC18
 BG2367  DYNAMIC HEIGHT  -         10.723 (meters)       35.18  (feet) COMP
 BG2367  MODELED GRAVITY -    979,328.2   (mgal)                       NAVD 88
 BG2367
 BG2367  HORZ ORDER      -  SECOND
 BG2367  VERT ORDER      -  SECOND    CLASS II
 BG2367
 BG2367.The horizontal coordinates were established by classical geodetic methods
 BG2367.and adjusted by the National Geodetic Survey in May 1991.
 BG2367
 BG2367.The orthometric height was determined by differential leveling and
 BG2367.adjusted by the NATIONAL GEODETIC SURVEY
 BG2367.in June 1991.
 BG2367
 BG2367.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2367.GEOID18 height accuracy estimate available here.
 BG2367
 BG2367.Click photographs - Photos may exist for this station.
 BG2367
 BG2367.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2367
 BG2367.The dynamic height is computed by dividing the NAVD 88
 BG2367.geopotential number by the normal gravity value computed on the
 BG2367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2367.degrees latitude (g = 980.6199 gals.).
 BG2367
 BG2367.The modeled gravity was interpolated from observed gravity values.
 BG2367
 BG2367. The following values were computed from the NAD 83(1990) position.
 BG2367
 BG2367;                    North         East     Units Scale Factor Converg.
 BG2367;SPC FL N     -   145,192.339   448,093.550   MT  0.99995112   -0 47 37.1
 BG2367;SPC FL N     -   476,351.87  1,470,120.26   sFT  0.99995112   -0 47 37.1
 BG2367;UTM  16      - 3,352,425.672   588,533.753   MT  0.99969670   +0 27 52.4
 BG2367
 BG2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2367!SPC FL N     -   1.00000264  x   0.99995112  =   0.99995376
 BG2367!UTM  16      -   1.00000264  x   0.99969670  =   0.99969934
 BG2367
 BG2367:                Primary Azimuth Mark                     Grid Az
 BG2367:SPC FL N     -  60 76 A26 AZ MK                          111 48 12.8
 BG2367:UTM  16      -  60 76 A26 AZ MK                          110 32 43.3
 BG2367
 BG2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8853352425(NAD 83)
 BG2367
 BG2367|---------------------------------------------------------------------|
 BG2367| PID    Reference Object                     Distance      Geod. Az  |
 BG2367|                                                           dddmmss.s |
 BG2367| BG2390 60 76 A26 RM 1                       12.966 METERS 06409     |
 BG2367| BG2448 60 76 A26 AZ MK                     APPROX. 0.6 KM 1110035.7 |
 BG2367| BG2327 60 76 A26 RM 2                       12.791 METERS 32502     |
 BG2367|---------------------------------------------------------------------|
 BG2367
 BG2367                          SUPERSEDED SURVEY CONTROL
 BG2367
 BG2367  NAD 83(1986)-  30 18 01.25419(N)    086 04 45.44760(W) AD(       ) 2
 BG2367  NAD 27      -  30 18 00.52751(N)    086 04 45.66440(W) AD(       ) 2
 BG2367  NGVD 29 (07/19/86)   10.92   (m)           35.8    (f) LEVELING    3  
 BG2367
 BG2367.Superseded values are not recommended for survey control.
 BG2367
 BG2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2367.See file dsdata.pdf to determine how the superseded data were derived.
 BG2367
 BG2367_MARKER: DD = SURVEY DISK
 BG2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2367_STAMPING: 60 76 A26
 BG2367_MARK LOGO: FLDNR
 BG2367_PROJECTION: RECESSED 8 CENTIMETERS
 BG2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2367+STABILITY: SURFACE MOTION
 BG2367
 BG2367  HISTORY     - Date     Condition        Report By
 BG2367  HISTORY     - 1976     MONUMENTED       FLDT
 BG2367  HISTORY     - 1976     GOOD             FLDT
 BG2367
 BG2367                          STATION DESCRIPTION
 BG2367
 BG2367'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2367'STATION IS LOCATED ABOUT 10-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2367'BEACH AND ABOUT 12-1/2 MILES NORTHWEST OF PANAMA CITY, FLORIDA,
 BG2367'ON TOP OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2367'
 BG2367'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2367'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2367'EASTERLY ON STATE ROUTE 30A FOR 1.6 MILES TO Y INTERSECTION.  TAKE
 BG2367'RIGHT FORK AND GO SOUTHEAST ON PAVED ROAD FOR 0.5 MILE TO BEACH,
 BG2367'(FROM THIS POINT ON A FOUR WHEEL DRIVE VEHICLE IS NEEDED TO
 BG2367'CONTINUE TO THE STATION) GO SOUTHEAST ALONG THE BEACH FOR 1.5
 BG2367'MILES TO STATION ON THE LEFT.
 BG2367'
 BG2367'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2367'RESOURCES BRASS DISK, STAMPED 60 76 A26, SET IN THE TOP OF A
 BG2367'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS
 BG2367'1.9 FEET SOUTHWEST OF A METAL WITNESS POST, 3.0 FEET NORTHEAST
 BG2367'OF SOUTH EDGE OF SAND DUNE, 3.0 FEET SOUTHEAST OF WEST EDGE OF
 BG2367'SAND DUNE AND 35.0 FEET SOUTHWEST OF NORTH EDGE OF SAND DUNE.
 BG2367'
 BG2367'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2367'TRANSPORTATION BRASS DISK, STAMPED 60 76 A26 RM NO 1, SET IN
 BG2367'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH
 BG2367'WITH THE GROUND.  IT IS 2.3 FEET SOUTHEAST OF A METAL WITNESS
 BG2367'POST, 34.0 FEET SOUTH OF NORTH EDGE OF SAND DUNE AND 46.0 FEET
 BG2367'NORTHEAST OF SOUTH EDGE OF SAND DUNE.
 BG2367'
 BG2367'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2367'TRANSPORTATION BRASS DISK, STAMPED 60 76 A26 RM NO 2, SET IN THE
 BG2367'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2367'THE GROUND.  IT IS 1.9 FEET SOUTHWEST OF A METAL WITNESS POST,
 BG2367'3.4 FEET SOUTHWEST OF NORTH EDGE OF SAND DUNE AND 14.0 FEET
 BG2367'SOUTHEAST OF WEST EDGE OF SAND DUNE.
 BG2367
 BG2367                          STATION RECOVERY (1976)
 BG2367
 BG2367'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2367'3.35 MI SE FROM SEAGROVE BEACH.
 BG2367'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2367'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2367'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2367'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2367'BEACH FOR ABOUT 1.25 MILES AND STATION ON TOP OF A SAND DUNE.  WHICH
 BG2367'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3 INCHES BELOW GROUND.
 BG2367'IT IS 35.0 FEET SOUTHWEST OF THE NORTH EDGE OF THE SAND DUNE, 3.0 FEET
 BG2367'SOUTHEAST OF THE WEST EDGE OF THE SAND DUNE, 3.0 FEET NORTHEAST OF THE
 BG2367'DROP OFF EDGE TO BEACH AND 1.9 FEET SOUTHWEST OF A METAL WITNESS POST.
 BG2367'SECTION 20, T 3S, R18W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2448 ***********************************************************************
 BG2448  DESIGNATION -  60 76 A26 AZ MK
 BG2448  PID         -  BG2448
 BG2448  STATE/COUNTY-  FL/WALTON
 BG2448  COUNTRY     -  US
 BG2448  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2448
 BG2448                         *CURRENT SURVEY CONTROL
 BG2448  ______________________________________________________________________
 BG2448* NAD 83(1990) POSITION- 30 17 54.70779(N) 086 04 25.83524(W)   NO CHECK
 BG2448* NAVD 88 ORTHO HEIGHT -     6.983 (meters)       22.91  (feet) ADJUSTED
 BG2448  ______________________________________________________________________
 BG2448  GEOID HEIGHT    -        -27.578 (meters)                     GEOID18
 BG2448  LAPLACE CORR    -         -1.17  (seconds)                    DEFLEC18
 BG2448  DYNAMIC HEIGHT  -          6.974 (meters)       22.88  (feet) COMP
 BG2448  MODELED GRAVITY -    979,327.7   (mgal)                       NAVD 88
 BG2448
 BG2448  HORZ ORDER      -  THIRD
 BG2448  VERT ORDER      -  SECOND    CLASS II
 BG2448
 BG2448.The horizontal coordinates were established by classical geodetic methods
 BG2448.and adjusted by the National Geodetic Survey in May 1991.
 BG2448
 BG2448.No horizontal observational check was made to the station.
 BG2448
 BG2448.The orthometric height was determined by differential leveling and
 BG2448.adjusted by the NATIONAL GEODETIC SURVEY
 BG2448.in June 1991.
 BG2448
 BG2448.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2448.GEOID18 height accuracy estimate available here.
 BG2448
 BG2448.Click photographs - Photos may exist for this station.
 BG2448
 BG2448.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2448
 BG2448.The dynamic height is computed by dividing the NAVD 88
 BG2448.geopotential number by the normal gravity value computed on the
 BG2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2448.degrees latitude (g = 980.6199 gals.).
 BG2448
 BG2448.The modeled gravity was interpolated from observed gravity values.
 BG2448
 BG2448. The following values were computed from the NAD 83(1990) position.
 BG2448
 BG2448;                    North         East     Units Scale Factor Converg.
 BG2448;SPC FL N     -   144,983.929   448,614.518   MT  0.99995105   -0 47 27.2
 BG2448;SPC FL N     -   475,668.11  1,471,829.46   sFT  0.99995105   -0 47 27.2
 BG2448;UTM  16      - 3,352,228.802   589,059.038   MT  0.99969785   +0 28 02.2
 BG2448
 BG2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2448!SPC FL N     -   1.00000323  x   0.99995105  =   0.99995428
 BG2448!UTM  16      -   1.00000323  x   0.99969785  =   0.99970108
 BG2448
 BG2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8905952228(NAD 83)
 BG2448
 BG2448                          SUPERSEDED SURVEY CONTROL
 BG2448
 BG2448  NAD 83(1986)-  30 17 54.72048(N)    086 04 25.84404(W) AD(       ) 3
 BG2448  NAD 27      -  30 17 53.99392(N)    086 04 26.06129(W) AD(       ) 3
 BG2448  NGVD 29 (07/19/86)    7.17   (m)           23.5    (f) LEVELING    3  
 BG2448
 BG2448.Superseded values are not recommended for survey control.
 BG2448
 BG2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2448.See file dsdata.pdf to determine how the superseded data were derived.
 BG2448
 BG2448_MARKER: DD = SURVEY DISK
 BG2448_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2448_STAMPING: 60 76 A26 AZ MK
 BG2448_MARK LOGO: FLDT
 BG2448_PROJECTION: FLUSH
 BG2448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2448
 BG2448  HISTORY     - Date     Condition        Report By
 BG2448  HISTORY     - 1976     MONUMENTED       FLDT
 BG2448  HISTORY     - 1976     GOOD             FLDT
 BG2448
 BG2448                          STATION DESCRIPTION
 BG2448
 BG2448'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2448'3.7 MI SE FROM SEAGROVE BEACH.
 BG2448'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2448'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2448'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2448'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2448'BEACH FOR ABOUT 1.6 MILES AND AZIMUTH MARK.  WHICH IS SET IN THE TOP
 BG2448'OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BG2448'SECTION 29, T 3S, R18W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2390 ***********************************************************************
 BG2390  DESIGNATION -  60 76 A26 RM 1
 BG2390  PID         -  BG2390
 BG2390  STATE/COUNTY-  FL/WALTON
 BG2390  COUNTRY     -  US
 BG2390  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2390
 BG2390                         *CURRENT SURVEY CONTROL
 BG2390  ______________________________________________________________________
 BG2390* NAD 83(1986) POSITION- 30 18 01.43   (N) 086 04 45.00   (W)   HD_HELD1
 BG2390* NAVD 88 ORTHO HEIGHT -     9.435 (meters)       30.95  (feet) ADJUSTED
 BG2390  ______________________________________________________________________
 BG2390  GEOID HEIGHT    -        -27.575 (meters)                     GEOID18
 BG2390  DYNAMIC HEIGHT  -          9.422 (meters)       30.91  (feet) COMP
 BG2390  MODELED GRAVITY -    979,328.2   (mgal)                       NAVD 88
 BG2390
 BG2390  VERT ORDER      -  SECOND    CLASS II
 BG2390
 BG2390.The horizontal coordinates were determined by differentially corrected
 BG2390.hand held GPS observations or other comparable positioning techniques
 BG2390.and have an estimated accuracy of +/- 3 meters.
 BG2390
 BG2390.The orthometric height was determined by differential leveling and
 BG2390.adjusted by the NATIONAL GEODETIC SURVEY
 BG2390.in June 1991.
 BG2390
 BG2390.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2390.GEOID18 height accuracy estimate available here.
 BG2390
 BG2390.Click photographs - Photos may exist for this station.
 BG2390
 BG2390.The dynamic height is computed by dividing the NAVD 88
 BG2390.geopotential number by the normal gravity value computed on the
 BG2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2390.degrees latitude (g = 980.6199 gals.).
 BG2390
 BG2390.The modeled gravity was interpolated from observed gravity values.
 BG2390
 BG2390;                    North         East    Units  Estimated Accuracy
 BG2390;SPC FL N     -   145,198.0     448,105.4     MT  (+/- 3 meters HH1 GPS) 
 BG2390
 BG2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8854552431(NAD 83)
 BG2390
 BG2390                          SUPERSEDED SURVEY CONTROL
 BG2390
 BG2390.No superseded survey control is available for this station.
 BG2390
 BG2390_MARKER: DD = SURVEY DISK
 BG2390_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2390_STAMPING: 60 76 A26 RM NO1
 BG2390_MARK LOGO: FLDT
 BG2390_PROJECTION: FLUSH
 BG2390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2390
 BG2390  HISTORY     - Date     Condition        Report By
 BG2390  HISTORY     - 1976     MONUMENTED       FLDT
 BG2390
 BG2390                          STATION DESCRIPTION
 BG2390
 BG2390'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2390'3.35 MI SE FROM SEAGROVE BEACH.
 BG2390'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2390'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2390'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2390'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2390'BEACH FOR ABOUT 1.25 MILES AND REFERENCE MARK ON TOP OF A SAND DUNE.
 BG2390'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT
 BG2390'FLUSH WITH THE GROUND.  IT IS 46.0 FEET NORTHEAST OF THE DROP OFF EDGE
 BG2390'TO BEACH, 34.0 FEET SOUTH OF THE NORTH EDGE OF THE SAND DUNE AND 2.3
 BG2390'FEET SOUTHEAST OF A METAL WITNESS POST.  SECTION 20, T3S, R18W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2327 ***********************************************************************
 BG2327  DESIGNATION -  60 76 A26 RM 2
 BG2327  PID         -  BG2327
 BG2327  STATE/COUNTY-  FL/WALTON
 BG2327  COUNTRY     -  US
 BG2327  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2327
 BG2327                         *CURRENT SURVEY CONTROL
 BG2327  ______________________________________________________________________
 BG2327* NAD 83(1986) POSITION- 30 18 01.58   (N) 086 04 45.71   (W)   HD_HELD1
 BG2327* NAVD 88 ORTHO HEIGHT -     9.701 (meters)       31.83  (feet) ADJUSTED
 BG2327  ______________________________________________________________________
 BG2327  GEOID HEIGHT    -        -27.574 (meters)                     GEOID18
 BG2327  DYNAMIC HEIGHT  -          9.688 (meters)       31.78  (feet) COMP
 BG2327  MODELED GRAVITY -    979,328.2   (mgal)                       NAVD 88
 BG2327
 BG2327  VERT ORDER      -  SECOND    CLASS II
 BG2327
 BG2327.The horizontal coordinates were determined by differentially corrected
 BG2327.hand held GPS observations or other comparable positioning techniques
 BG2327.and have an estimated accuracy of +/- 3 meters.
 BG2327
 BG2327.The orthometric height was determined by differential leveling and
 BG2327.adjusted by the NATIONAL GEODETIC SURVEY
 BG2327.in June 1991.
 BG2327
 BG2327.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2327.GEOID18 height accuracy estimate available here.
 BG2327
 BG2327.Click photographs - Photos may exist for this station.
 BG2327
 BG2327.The dynamic height is computed by dividing the NAVD 88
 BG2327.geopotential number by the normal gravity value computed on the
 BG2327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2327.degrees latitude (g = 980.6199 gals.).
 BG2327
 BG2327.The modeled gravity was interpolated from observed gravity values.
 BG2327
 BG2327;                    North         East    Units  Estimated Accuracy
 BG2327;SPC FL N     -   145,202.9     448,086.5     MT  (+/- 3 meters HH1 GPS) 
 BG2327
 BG2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8852652436(NAD 83)
 BG2327
 BG2327                          SUPERSEDED SURVEY CONTROL
 BG2327
 BG2327.No superseded survey control is available for this station.
 BG2327
 BG2327_MARKER: DD = SURVEY DISK
 BG2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2327_STAMPING: 60 76 A26 RM NO 2
 BG2327_MARK LOGO: FLDT
 BG2327_PROJECTION: FLUSH
 BG2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2327+STABILITY: SURFACE MOTION
 BG2327
 BG2327  HISTORY     - Date     Condition        Report By
 BG2327  HISTORY     - 1976     MONUMENTED       FLDT
 BG2327  HISTORY     - 1976     GOOD             FLDT
 BG2327
 BG2327                          STATION DESCRIPTION
 BG2327
 BG2327'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2327'3.35 MI SE FROM SEAGROVE BEACH.
 BG2327'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2327'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2327'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2327'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2327'BEACH FOR ABOUT 1.25 MILES AND REFERENCE MARK ON TOP OF A SAND DUNE.
 BG2327'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT
 BG2327'FLUSH WITH THE GROUND.  IT IS 14.0 FEET SOUTHEAST OF THE WEST EDGE OF
 BG2327'THE SAND DUNE, 3.4 FEET SOUTHWEST OF THE NORTH EDGE OF THE SAND DUNE
 BG2327'AND 1.9 FEET SOUTHWEST OF A METAL WITNESS POST.  SECTION 20, T 3S, R
 BG2327'18W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2368 ***********************************************************************
 BG2368  DESIGNATION -  60 76 A27
 BG2368  PID         -  BG2368
 BG2368  STATE/COUNTY-  FL/WALTON
 BG2368  COUNTRY     -  US
 BG2368  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2368
 BG2368                         *CURRENT SURVEY CONTROL
 BG2368  ______________________________________________________________________
 BG2368* NAD 83(1990) POSITION- 30 17 41.84882(N) 086 03 51.32350(W)   ADJUSTED
 BG2368* NAVD 88 ORTHO HEIGHT -     9.823 (meters)       32.23  (feet) ADJUSTED
 BG2368  ______________________________________________________________________
 BG2368  GEOID HEIGHT    -        -27.585 (meters)                     GEOID18
 BG2368  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 BG2368  DYNAMIC HEIGHT  -          9.810 (meters)       32.19  (feet) COMP
 BG2368  MODELED GRAVITY -    979,326.9   (mgal)                       NAVD 88
 BG2368
 BG2368  HORZ ORDER      -  SECOND
 BG2368  VERT ORDER      -  SECOND    CLASS II
 BG2368
 BG2368.The horizontal coordinates were established by classical geodetic methods
 BG2368.and adjusted by the National Geodetic Survey in May 1991.
 BG2368
 BG2368.The orthometric height was determined by differential leveling and
 BG2368.adjusted by the NATIONAL GEODETIC SURVEY
 BG2368.in June 1991.
 BG2368
 BG2368.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2368.GEOID18 height accuracy estimate available here.
 BG2368
 BG2368.Click photographs - Photos may exist for this station.
 BG2368
 BG2368.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2368
 BG2368.The dynamic height is computed by dividing the NAVD 88
 BG2368.geopotential number by the normal gravity value computed on the
 BG2368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2368.degrees latitude (g = 980.6199 gals.).
 BG2368
 BG2368.The modeled gravity was interpolated from observed gravity values.
 BG2368
 BG2368. The following values were computed from the NAD 83(1990) position.
 BG2368
 BG2368;                    North         East     Units Scale Factor Converg.
 BG2368;SPC FL N     -   144,575.320   449,531.148   MT  0.99995091   -0 47 09.9
 BG2368;SPC FL N     -   474,327.53  1,474,836.77   sFT  0.99995091   -0 47 09.9
 BG2368;UTM  16      - 3,351,840.516   589,984.185   MT  0.99969989   +0 28 19.4
 BG2368
 BG2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2368!SPC FL N     -   1.00000279  x   0.99995091  =   0.99995370
 BG2368!UTM  16      -   1.00000279  x   0.99969989  =   0.99970268
 BG2368
 BG2368:                Primary Azimuth Mark                     Grid Az
 BG2368:SPC FL N     -  60 76 A26                                293 13 44.8
 BG2368:UTM  16      -  60 76 A26                                291 58 15.5
 BG2368
 BG2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8998451840(NAD 83)
 BG2368
 BG2368|---------------------------------------------------------------------|
 BG2368| PID    Reference Object                     Distance      Geod. Az  |
 BG2368|                                                           dddmmss.s |
 BG2368| BG2391 60 76 A27 RM 1                       13.036 METERS 07606     |
 BG2368| BG2328 60 76 A27 RM 2                       10.605 METERS 27957     |
 BG2368| BG2367 60 76 A26                           APPROX. 1.6 KM 2922634.9 |
 BG2368|---------------------------------------------------------------------|
 BG2368
 BG2368                          SUPERSEDED SURVEY CONTROL
 BG2368
 BG2368  NAD 83(1986)-  30 17 41.86141(N)    086 03 51.33232(W) AD(       ) 2
 BG2368  NAD 27      -  30 17 41.13502(N)    086 03 51.55029(W) AD(       ) 2
 BG2368  NGVD 29 (07/19/86)   10.01   (m)           32.8    (f) LEVELING    3  
 BG2368
 BG2368.Superseded values are not recommended for survey control.
 BG2368
 BG2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2368.See file dsdata.pdf to determine how the superseded data were derived.
 BG2368
 BG2368_MARKER: DD = SURVEY DISK
 BG2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2368_STAMPING: 60 76 A27
 BG2368_MARK LOGO: FLDNR
 BG2368_PROJECTION: RECESSED 8 CENTIMETERS
 BG2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2368+STABILITY: SURFACE MOTION
 BG2368
 BG2368  HISTORY     - Date     Condition        Report By
 BG2368  HISTORY     - 1976     MONUMENTED       FLDT
 BG2368  HISTORY     - 1976     GOOD             FLDT
 BG2368
 BG2368                          STATION DESCRIPTION
 BG2368
 BG2368'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2368'STATION IS LOCATED ABOUT 11-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2368'BEACH AND ABOUT 11-1/2 MILES NORTHWEST OF PANAMA CITY BEACH ON
 BG2368'TOP OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BG2368'
 BG2368'TO REACH STATION FROM THE INTERSECTION OF STATE ROUTE 395 AND
 BG2368'STATE ROUTE 30A IN THE SMALL VILLAGE OF SEAGROVE BEACH.  GO
 BG2368'EASTERLY ON STATE ROUTE 30A FOR 1.6 MILES TO Y INTERSECTION.  TAKE
 BG2368'RIGHT FORK AND GO SOUTHEAST ON PAVED ROAD FOR 0.5 MILE TO BEACH,
 BG2368'(FROM THIS POINT ON A 4 WHEEL DRIVE VEHICLE IS NEEDED TO CONTINUE
 BG2368'TO STATION) GO SOUTHEAST ALONG BEACH FOR 2.5 MILES TO STATION
 BG2368'ON THE LEFT, JUST EAST OF A RUN OUT.
 BG2368'
 BG2368'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2368'RESOURCES BRASS DISK, STAMPED 60 76 A27, SET IN THE TOP OF A
 BG2368'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT
 BG2368'IS 2.0 FEET SOUTH OF A METAL WITNESS POST, 11.0 FEET NORTH OF
 BG2368'SOUTH EDGE OF SAND DUNE AND 20.0 FEET SOUTH OF NORTH BANK OF
 BG2368'SAND DUNE.
 BG2368'
 BG2368'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2368'TRANSPORTATION BRASS DISK, STAMPED 60 76 A27 RM NO 1, SET IN
 BG2368'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH
 BG2368'WITH THE GROUND.  IT IS 2.0 FEET SOUTH OF A METAL WITNESS POST,
 BG2368'13.5 FEET NORTH OF SOUTH BANK OF SAND DUNE AND 42.0 FEET NORTH
 BG2368'OF SOUTH EDGE OF SAND DUNES.
 BG2368'
 BG2368'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2368'TRANSPORTATION BRASS DISK, STAMPED 60 76 A27 RM NO 2, SET IN
 BG2368'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BG2368'BELOW THE GROUND.  IT IS 1.4 FEET SOUTH OF A METAL WITNESS
 BG2368'POST, 2.8 FEET SOUTH OF NORTH BANK OF DUNE AND 4.6 FEET NORTH
 BG2368'OF SOUTH EDGE OF SAND DUNES.
 BG2368
 BG2368                          STATION RECOVERY (1976)
 BG2368
 BG2368'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2368'4.35 MI SE FROM SEAGROVE BEACH.
 BG2368'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2368'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2368'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2368'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2368'BEACH FOR ABOUT 2.25 MILES AND STATION ON TOP OF SAND DUNE.  WHICH IS
 BG2368'SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3 INCHES BELOW GROUND. IT
 BG2368'IS 20.0 FEET SOUTH OF THE NORTH EDGE OF THE SAND DUNE, 11.0 FEET NORTH
 BG2368'OF THE DROP OFF EDGE TO BEACH AND 2.0 FEET SOUTH OF A METAL WITNESS
 BG2368'POST.  SECTION 29, T 3S, R18W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2391 ***********************************************************************
 BG2391  DESIGNATION -  60 76 A27 RM 1
 BG2391  PID         -  BG2391
 BG2391  STATE/COUNTY-  FL/WALTON
 BG2391  COUNTRY     -  US
 BG2391  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2391
 BG2391                         *CURRENT SURVEY CONTROL
 BG2391  ______________________________________________________________________
 BG2391* NAD 83(1986) POSITION- 30 17 41.95   (N) 086 03 50.85   (W)   HD_HELD1
 BG2391* NAVD 88 ORTHO HEIGHT -    10.425 (meters)       34.20  (feet) ADJUSTED
 BG2391  ______________________________________________________________________
 BG2391  GEOID HEIGHT    -        -27.585 (meters)                     GEOID18
 BG2391  DYNAMIC HEIGHT  -         10.412 (meters)       34.16  (feet) COMP
 BG2391  MODELED GRAVITY -    979,327.0   (mgal)                       NAVD 88
 BG2391
 BG2391  VERT ORDER      -  SECOND    CLASS II
 BG2391
 BG2391.The horizontal coordinates were determined by differentially corrected
 BG2391.hand held GPS observations or other comparable positioning techniques
 BG2391.and have an estimated accuracy of +/- 3 meters.
 BG2391
 BG2391.The orthometric height was determined by differential leveling and
 BG2391.adjusted by the NATIONAL GEODETIC SURVEY
 BG2391.in June 1991.
 BG2391
 BG2391.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2391.GEOID18 height accuracy estimate available here.
 BG2391
 BG2391.Click photographs - Photos may exist for this station.
 BG2391
 BG2391.The dynamic height is computed by dividing the NAVD 88
 BG2391.geopotential number by the normal gravity value computed on the
 BG2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2391.degrees latitude (g = 980.6199 gals.).
 BG2391
 BG2391.The modeled gravity was interpolated from observed gravity values.
 BG2391
 BG2391;                    North         East    Units  Estimated Accuracy
 BG2391;SPC FL N     -   144,578.3     449,543.8     MT  (+/- 3 meters HH1 GPS) 
 BG2391
 BG2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8999651843(NAD 83)
 BG2391
 BG2391                          SUPERSEDED SURVEY CONTROL
 BG2391
 BG2391.No superseded survey control is available for this station.
 BG2391
 BG2391_MARKER: DD = SURVEY DISK
 BG2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2391_STAMPING: 60 76 A27 RM NO1
 BG2391_MARK LOGO: FLDT
 BG2391_PROJECTION: FLUSH
 BG2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2391+STABILITY: SURFACE MOTION
 BG2391
 BG2391  HISTORY     - Date     Condition        Report By
 BG2391  HISTORY     - 1976     MONUMENTED       FLDT
 BG2391  HISTORY     - 1976     GOOD             FLDT
 BG2391
 BG2391                          STATION DESCRIPTION
 BG2391
 BG2391'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2391'4.35 MI SE FROM SEAGROVE BEACH.
 BG2391'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2391'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2391'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2391'ROAD RIGHT FOR ABOUT 0.5 MILE TO BEACH, THEN GO SOUTHEAST ALONG THE
 BG2391'BEACH FOR ABOUT 2.25 MILES AND REFERENCE MARK ON TOP OF SAND DUNE.
 BG2391'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE MONUMENT
 BG2391'FLUSH WITH THE GROUND.  IT IS 42.0 FEET NORTH OF THE DROP OFF EDGE TO
 BG2391'BEACH, 13.5 FEET NORTH OF THE SOUTH EDGE OF SAND DUNE AND 2.0 FEET
 BG2391'SOUTH OF A METAL WITNESS POST.  SECTION 29, T 3S, R18W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2328 ***********************************************************************
 BG2328  DESIGNATION -  60 76 A27 RM 2
 BG2328  PID         -  BG2328
 BG2328  STATE/COUNTY-  FL/WALTON
 BG2328  COUNTRY     -  US
 BG2328  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2328
 BG2328                         *CURRENT SURVEY CONTROL
 BG2328  ______________________________________________________________________
 BG2328* NAD 83(1986) POSITION- 30 17 41.91   (N) 086 03 51.71   (W)   HD_HELD1
 BG2328* NAVD 88 ORTHO HEIGHT -     9.794 (meters)       32.13  (feet) ADJUSTED
 BG2328  ______________________________________________________________________
 BG2328  GEOID HEIGHT    -        -27.585 (meters)                     GEOID18
 BG2328  DYNAMIC HEIGHT  -          9.781 (meters)       32.09  (feet) COMP
 BG2328  MODELED GRAVITY -    979,327.0   (mgal)                       NAVD 88
 BG2328
 BG2328  VERT ORDER      -  SECOND    CLASS II
 BG2328
 BG2328.The horizontal coordinates were determined by differentially corrected
 BG2328.hand held GPS observations or other comparable positioning techniques
 BG2328.and have an estimated accuracy of +/- 3 meters.
 BG2328
 BG2328.The orthometric height was determined by differential leveling and
 BG2328.adjusted by the NATIONAL GEODETIC SURVEY
 BG2328.in June 1991.
 BG2328
 BG2328.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2328.GEOID18 height accuracy estimate available here.
 BG2328
 BG2328.Click photographs - Photos may exist for this station.
 BG2328
 BG2328.The dynamic height is computed by dividing the NAVD 88
 BG2328.geopotential number by the normal gravity value computed on the
 BG2328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2328.degrees latitude (g = 980.6199 gals.).
 BG2328
 BG2328.The modeled gravity was interpolated from observed gravity values.
 BG2328
 BG2328;                    North         East    Units  Estimated Accuracy
 BG2328;SPC FL N     -   144,577.3     449,520.8     MT  (+/- 3 meters HH1 GPS) 
 BG2328
 BG2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU8997351842(NAD 83)
 BG2328
 BG2328                          SUPERSEDED SURVEY CONTROL
 BG2328
 BG2328.No superseded survey control is available for this station.
 BG2328
 BG2328_MARKER: DD = SURVEY DISK
 BG2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2328_STAMPING: 60 76 A27 RM NO 2
 BG2328_MARK LOGO: FLDT
 BG2328_PROJECTION: RECESSED 5 CENTIMETERS
 BG2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2328+STABILITY: SURFACE MOTION
 BG2328
 BG2328  HISTORY     - Date     Condition        Report By
 BG2328  HISTORY     - 1976     MONUMENTED       FLDT
 BG2328  HISTORY     - 1976     GOOD             FLDT
 BG2328
 BG2328                          STATION DESCRIPTION
 BG2328
 BG2328'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2328'4.35 MI SE FROM SEAGROVE BEACH.
 BG2328'FROM THE INTERSECTION OF STATE ROUTE 395 AND STATE ROUTE 30A IN THE
 BG2328'SMALL TOWN OF SEAGROVE BEACH.  GO SOUTHEAST ON STATE ROUTE 30A FOR
 BG2328'ABOUT 1.6 MILES TO A Y INTERSECTION, THEN GO SOUTHEAST ON THE PAVED
 BG2328'ROAD RIGHT FOR ABOUT 2.25 MILES AND REFERENCE MARK ON TOP OF SAND
 BG2328'DUNE.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE CONCRETE
 BG2328'MONUMENT 2 INCHES BELOW GROUND.  IT IS 4.6 FEET NORTH OF THE DROP OFF
 BG2328'EDGE TO BEACH, 2.8 FEET SOUTH OF THE NORTH EDGE OF THE SAND DUNE AND
 BG2328'1.4 FEET SOUTH OF A METAL WITNESS POST.  SECTION 29, T 3S, R18W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2369 ***********************************************************************
 BG2369  DESIGNATION -  60 76 A28
 BG2369  PID         -  BG2369
 BG2369  STATE/COUNTY-  FL/WALTON
 BG2369  COUNTRY     -  US
 BG2369  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2369
 BG2369                         *CURRENT SURVEY CONTROL
 BG2369  ______________________________________________________________________
 BG2369* NAD 83(1990) POSITION- 30 17 26.94942(N) 086 03 01.85159(W)   ADJUSTED
 BG2369* NAVD 88 ORTHO HEIGHT -    11.380 (meters)       37.34  (feet) ADJUSTED
 BG2369  ______________________________________________________________________
 BG2369  GEOID HEIGHT    -        -27.595 (meters)                     GEOID18
 BG2369  LAPLACE CORR    -         -1.12  (seconds)                    DEFLEC18
 BG2369  DYNAMIC HEIGHT  -         11.365 (meters)       37.29  (feet) COMP
 BG2369  MODELED GRAVITY -    979,326.0   (mgal)                       NAVD 88
 BG2369
 BG2369  HORZ ORDER      -  SECOND
 BG2369  VERT ORDER      -  SECOND    CLASS II
 BG2369
 BG2369.The horizontal coordinates were established by classical geodetic methods
 BG2369.and adjusted by the National Geodetic Survey in May 1991.
 BG2369
 BG2369.The orthometric height was determined by differential leveling and
 BG2369.adjusted by the NATIONAL GEODETIC SURVEY
 BG2369.in June 1991.
 BG2369
 BG2369.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2369.GEOID18 height accuracy estimate available here.
 BG2369
 BG2369.Click photographs - Photos may exist for this station.
 BG2369
 BG2369.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2369
 BG2369.The dynamic height is computed by dividing the NAVD 88
 BG2369.geopotential number by the normal gravity value computed on the
 BG2369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2369.degrees latitude (g = 980.6199 gals.).
 BG2369
 BG2369.The modeled gravity was interpolated from observed gravity values.
 BG2369
 BG2369. The following values were computed from the NAD 83(1990) position.
 BG2369
 BG2369;                    North         East     Units Scale Factor Converg.
 BG2369;SPC FL N     -   144,098.521   450,846.715   MT  0.99995075   -0 46 45.0
 BG2369;SPC FL N     -   472,763.23  1,479,152.93   sFT  0.99995075   -0 46 45.0
 BG2369;UTM  16      - 3,351,392.829   591,309.573   MT  0.99970286   +0 28 44.2
 BG2369
 BG2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2369!SPC FL N     -   1.00000255  x   0.99995075  =   0.99995330
 BG2369!UTM  16      -   1.00000255  x   0.99970286  =   0.99970541
 BG2369
 BG2369:                Primary Azimuth Mark                     Grid Az
 BG2369:SPC FL N     -  60 76 A27                                289 55 19.1
 BG2369:UTM  16      -  60 76 A27                                288 39 49.9
 BG2369
 BG2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9130951392(NAD 83)
 BG2369
 BG2369|---------------------------------------------------------------------|
 BG2369| PID    Reference Object                     Distance      Geod. Az  |
 BG2369|                                                           dddmmss.s |
 BG2369| BG2392 60 76 A28 RM 1                        9.286 METERS 10402     |
 BG2369| BG2368 60 76 A27                           APPROX. 1.4 KM 2890834.1 |
 BG2369| BG2329 60 76 A28 RM 2                       12.039 METERS 30151     |
 BG2369|---------------------------------------------------------------------|
 BG2369
 BG2369                          SUPERSEDED SURVEY CONTROL
 BG2369
 BG2369  NAD 83(1986)-  30 17 26.96188(N)    086 03 01.86043(W) AD(       ) 2
 BG2369  NAD 27      -  30 17 26.23583(N)    086 03 02.07953(W) AD(       ) 2
 BG2369  NGVD 29 (07/19/86)   11.57   (m)           38.0    (f) LEVELING    3  
 BG2369
 BG2369.Superseded values are not recommended for survey control.
 BG2369
 BG2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2369.See file dsdata.pdf to determine how the superseded data were derived.
 BG2369
 BG2369_MARKER: DD = SURVEY DISK
 BG2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2369_STAMPING: 60 76 A28
 BG2369_MARK LOGO: FLDT
 BG2369_PROJECTION: FLUSH
 BG2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2369+STABILITY: SURFACE MOTION
 BG2369
 BG2369  HISTORY     - Date     Condition        Report By
 BG2369  HISTORY     - 1976     MONUMENTED       FLDT
 BG2369  HISTORY     - 1976     GOOD             FLDT
 BG2369  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2369  HISTORY     - 19980219 MARK NOT FOUND   USPSQD
 BG2369
 BG2369                          STATION DESCRIPTION
 BG2369
 BG2369'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2369'STATION IS LOCATED ABOUT 12 MILES SOUTHEAST OF SANTA ROSA BEACH,
 BG2369'ABOUT 5 MILES EAST-SOUTHEAST OF SEAGROVE BEACH AND ABOUT 25 MILES
 BG2369'WEST-NORTHWEST OF PANAMA CITY ON THE NORTHEAST SIDE OF STATE
 BG2369'ROUTE 30A.
 BG2369'
 BG2369'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2369'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6 MILES
 BG2369'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98
 BG2369'FOR 2.2 MILES TO STATE ROUTE 30A LEFT.  TURN LEFT ON STATE ROUTE
 BG2369'30A AND GO WESTERLY FOR 2.65 MILES TO STATION ON THE RIGHT.
 BG2369'
 BG2369'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BG2369'BRASS DISK, STAMPED 60 76 A28, SET IN THE TOP OF A ROUND CONCRETE
 BG2369'MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS 3.0 FEET SOUTHWEST
 BG2369'OF A METAL WITNESS POST, 42.9 FEET NORTHEAST OF CENTERLINE OF
 BG2369'STATE ROUTE 30A AND 82.0 FEET NORTHEAST OF POWER POLE.
 BG2369'
 BG2369'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2369'TRANSPORTATION BRASS DISK, STAMPED 60 76 A28 RM NO 1, SET IN THE
 BG2369'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BG2369'GROUND.  IT IS 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, 48.4
 BG2369'FEET NORTHEAST OF CENTERLINE OF STATE ROUTE 30A., AND 96.0 FEET
 BG2369'EAST OF A POWER POLE.
 BG2369'
 BG2369'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2369'TRANSPORTATION BRASS DISK, STAMPED 60 76 A28 RM NO 2, SET IN THE
 BG2369'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BG2369'GROUND.  IT IS 1.4 FEET SOUTHWEST OF A METAL WITNESS POST, 49.5
 BG2369'FEET NORTHEAST OF CENTERLINE OF STATE ROUTE 30A AND 97.0 FEET
 BG2369'NORTHWEST OF A POWER POLE.
 BG2369
 BG2369                          STATION RECOVERY (1976)
 BG2369
 BG2369'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2369'10.85 MI W FROM WEST PANAMA CITY BEACH.
 BG2369'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2369'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2369'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2369'GO WEST ON STATE ROUTE 30A FOR ABOUT 2.65 MILES AND STATION MARK.
 BG2369'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 BG2369'GROUND.  IT IS 82.0 FEET NORTHEAST OF POWER POLE, 42.9 FEET NORTHEAST
 BG2369'OF CENTER OF STATE ROUTE 30A AND 3.0 FEET SOUTHWEST OF A METAL WITNESS
 BG2369'POST.  SECTION 28, T 3S, R18W.
 BG2369
 BG2369                          STATION RECOVERY (1991)
 BG2369
 BG2369'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2369'MARK NOT FOUND.
 BG2369
 BG2369                          STATION RECOVERY (1998)
 BG2369
 BG2369'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2369'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2392 ***********************************************************************
 BG2392  DESIGNATION -  60 76 A28 RM 1
 BG2392  PID         -  BG2392
 BG2392  STATE/COUNTY-  FL/WALTON
 BG2392  COUNTRY     -  US
 BG2392  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2392
 BG2392                         *CURRENT SURVEY CONTROL
 BG2392  ______________________________________________________________________
 BG2392* NAD 83(1986) POSITION- 30 17 26.88   (N) 086 03 01.51   (W)   HD_HELD1
 BG2392* NAVD 88 ORTHO HEIGHT -    11.412 (meters)       37.44  (feet) ADJUSTED
 BG2392  ______________________________________________________________________
 BG2392  GEOID HEIGHT    -        -27.595 (meters)                     GEOID18
 BG2392  DYNAMIC HEIGHT  -         11.397 (meters)       37.39  (feet) COMP
 BG2392  MODELED GRAVITY -    979,326.0   (mgal)                       NAVD 88
 BG2392
 BG2392  VERT ORDER      -  SECOND    CLASS II
 BG2392
 BG2392.The horizontal coordinates were determined by differentially corrected
 BG2392.hand held GPS observations or other comparable positioning techniques
 BG2392.and have an estimated accuracy of +/- 3 meters.
 BG2392
 BG2392.The orthometric height was determined by differential leveling and
 BG2392.adjusted by the NATIONAL GEODETIC SURVEY
 BG2392.in June 1991.
 BG2392
 BG2392.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2392.GEOID18 height accuracy estimate available here.
 BG2392
 BG2392.Click photographs - Photos may exist for this station.
 BG2392
 BG2392.The dynamic height is computed by dividing the NAVD 88
 BG2392.geopotential number by the normal gravity value computed on the
 BG2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2392.degrees latitude (g = 980.6199 gals.).
 BG2392
 BG2392.The modeled gravity was interpolated from observed gravity values.
 BG2392
 BG2392;                    North         East    Units  Estimated Accuracy
 BG2392;SPC FL N     -   144,096.3     450,855.8     MT  (+/- 3 meters HH1 GPS) 
 BG2392
 BG2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9131851390(NAD 83)
 BG2392
 BG2392                          SUPERSEDED SURVEY CONTROL
 BG2392
 BG2392.No superseded survey control is available for this station.
 BG2392
 BG2392_MARKER: DD = SURVEY DISK
 BG2392_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2392_STAMPING: 60 76 A28 RM NO1
 BG2392_MARK LOGO: FLDT
 BG2392_PROJECTION: FLUSH
 BG2392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2392
 BG2392  HISTORY     - Date     Condition        Report By
 BG2392  HISTORY     - 1976     MONUMENTED       FLDT
 BG2392  HISTORY     - 1976     GOOD             FLDT
 BG2392  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2392
 BG2392                          STATION DESCRIPTION
 BG2392
 BG2392'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2392'10.85 MI W FROM WEST PANAMA CITY BEACH.
 BG2392'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2392'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2392'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2392'GO WEST ON STATE ROUTE 30A FOR ABOUT 2.65 MILES AND REFERENCE MARK.
 BG2392'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2392'WITH THE GROUND.  IT IS 96.0 FEET EAST OF POWER POLE, 48.4 FEET
 BG2392'NORTHEAST OF CENTER OF STATE ROUTE 30A AND 1.5 FEET SOUTHWEST OF A
 BG2392'METAL WITNESS POST.  SECTION 28, T 3S, R18W.
 BG2392
 BG2392                          STATION RECOVERY (1991)
 BG2392
 BG2392'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2392'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2329 ***********************************************************************
 BG2329  DESIGNATION -  60 76 A28 RM 2
 BG2329  PID         -  BG2329
 BG2329  STATE/COUNTY-  FL/WALTON
 BG2329  COUNTRY     -  US
 BG2329  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2329
 BG2329                         *CURRENT SURVEY CONTROL
 BG2329  ______________________________________________________________________
 BG2329* NAD 83(1986) POSITION- 30 17 27.16   (N) 086 03 02.23   (W)   HD_HELD1
 BG2329* NAVD 88 ORTHO HEIGHT -    11.355 (meters)       37.25  (feet) ADJUSTED
 BG2329  ______________________________________________________________________
 BG2329  GEOID HEIGHT    -        -27.595 (meters)                     GEOID18
 BG2329  DYNAMIC HEIGHT  -         11.340 (meters)       37.20  (feet) COMP
 BG2329  MODELED GRAVITY -    979,326.0   (mgal)                       NAVD 88
 BG2329
 BG2329  VERT ORDER      -  SECOND    CLASS II
 BG2329
 BG2329.The horizontal coordinates were determined by differentially corrected
 BG2329.hand held GPS observations or other comparable positioning techniques
 BG2329.and have an estimated accuracy of +/- 3 meters.
 BG2329
 BG2329.The orthometric height was determined by differential leveling and
 BG2329.adjusted by the NATIONAL GEODETIC SURVEY
 BG2329.in June 1991.
 BG2329
 BG2329.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2329.GEOID18 height accuracy estimate available here.
 BG2329
 BG2329.Click photographs - Photos may exist for this station.
 BG2329
 BG2329.The dynamic height is computed by dividing the NAVD 88
 BG2329.geopotential number by the normal gravity value computed on the
 BG2329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2329.degrees latitude (g = 980.6199 gals.).
 BG2329
 BG2329.The modeled gravity was interpolated from observed gravity values.
 BG2329
 BG2329;                    North         East    Units  Estimated Accuracy
 BG2329;SPC FL N     -   144,105.1     450,836.7     MT  (+/- 3 meters HH1 GPS) 
 BG2329
 BG2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9129951399(NAD 83)
 BG2329
 BG2329                          SUPERSEDED SURVEY CONTROL
 BG2329
 BG2329.No superseded survey control is available for this station.
 BG2329
 BG2329_MARKER: DD = SURVEY DISK
 BG2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2329_STAMPING: 60 76 A28 RM NO 2
 BG2329_MARK LOGO: FLDT
 BG2329_PROJECTION: FLUSH
 BG2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2329+STABILITY: SURFACE MOTION
 BG2329
 BG2329  HISTORY     - Date     Condition        Report By
 BG2329  HISTORY     - 1976     MONUMENTED       FLDT
 BG2329  HISTORY     - 1976     GOOD             FLDT
 BG2329  HISTORY     - 19910510 GOOD             USPSQD
 BG2329
 BG2329                          STATION DESCRIPTION
 BG2329
 BG2329'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2329'10.85 MI W FROM WEST PANAMA CITY BEACH.
 BG2329'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2329'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2329'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2329'GO WEST ON STATE ROUTE 30A FOR ABOUT 2.65 MILES AND REFERENCE MARK.
 BG2329'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2329'WITH THE GROUND.  IT IS 97.0 FEET NORTHWEST OF POWER POLE, 49.5 FEET
 BG2329'NORTHEAST OF CENTER OF STATE ROUTE 30A AND 1.4 FEET SOUTHWEST OF A
 BG2329'METAL WITNESS POST.  SECTION 28, T 3S, R 18W.
 BG2329
 BG2329                          STATION RECOVERY (1991)
 BG2329
 BG2329'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2329'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2370 ***********************************************************************
 BG2370  DESIGNATION -  60 76 A29
 BG2370  PID         -  BG2370
 BG2370  STATE/COUNTY-  FL/WALTON
 BG2370  COUNTRY     -  US
 BG2370  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2370
 BG2370                         *CURRENT SURVEY CONTROL
 BG2370  ______________________________________________________________________
 BG2370* NAD 83(1990) POSITION- 30 17 13.84323(N) 086 02 25.45447(W)   ADJUSTED
 BG2370* NAVD 88 ORTHO HEIGHT -     9.076 (meters)       29.78  (feet) ADJUSTED
 BG2370  ______________________________________________________________________
 BG2370  GEOID HEIGHT    -        -27.601 (meters)                     GEOID18
 BG2370  LAPLACE CORR    -         -1.07  (seconds)                    DEFLEC18
 BG2370  DYNAMIC HEIGHT  -          9.064 (meters)       29.74  (feet) COMP
 BG2370  MODELED GRAVITY -    979,325.2   (mgal)                       NAVD 88
 BG2370
 BG2370  HORZ ORDER      -  SECOND
 BG2370  VERT ORDER      -  SECOND    CLASS II
 BG2370
 BG2370.The horizontal coordinates were established by classical geodetic methods
 BG2370.and adjusted by the National Geodetic Survey in May 1991.
 BG2370
 BG2370.The orthometric height was determined by differential leveling and
 BG2370.adjusted by the NATIONAL GEODETIC SURVEY
 BG2370.in June 1991.
 BG2370
 BG2370.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2370.GEOID18 height accuracy estimate available here.
 BG2370
 BG2370.Click photographs - Photos may exist for this station.
 BG2370
 BG2370.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2370
 BG2370.The dynamic height is computed by dividing the NAVD 88
 BG2370.geopotential number by the normal gravity value computed on the
 BG2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2370.degrees latitude (g = 980.6199 gals.).
 BG2370
 BG2370.The modeled gravity was interpolated from observed gravity values.
 BG2370
 BG2370. The following values were computed from the NAD 83(1990) position.
 BG2370
 BG2370;                    North         East     Units Scale Factor Converg.
 BG2370;SPC FL N     -   143,681.806   451,813.775   MT  0.99995061   -0 46 26.7
 BG2370;SPC FL N     -   471,396.06  1,482,325.69   sFT  0.99995061   -0 46 26.7
 BG2370;UTM  16      - 3,350,997.546   592,285.309   MT  0.99970507   +0 29 02.4
 BG2370
 BG2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2370!SPC FL N     -   1.00000291  x   0.99995061  =   0.99995352
 BG2370!UTM  16      -   1.00000291  x   0.99970507  =   0.99970798
 BG2370
 BG2370:                Primary Azimuth Mark                     Grid Az
 BG2370:SPC FL N     -  60 76 A28                                293 18 41.8
 BG2370:UTM  16      -  60 76 A28                                292 03 12.7
 BG2370
 BG2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9228550997(NAD 83)
 BG2370
 BG2370|---------------------------------------------------------------------|
 BG2370| PID    Reference Object                     Distance      Geod. Az  |
 BG2370|                                                           dddmmss.s |
 BG2370| BG2393 60 76 A29 RM 1                       16.136 METERS 12622     |
 BG2370| BG2330 60 76 A29 RM 2                       10.951 METERS 22825     |
 BG2370| BG2369 60 76 A28                           APPROX. 1.1 KM 2923215.1 |
 BG2370|---------------------------------------------------------------------|
 BG2370
 BG2370                          SUPERSEDED SURVEY CONTROL
 BG2370
 BG2370  NAD 83(1986)-  30 17 13.85559(N)    086 02 25.46334(W) AD(       ) 2
 BG2370  NAD 27      -  30 17 13.12971(N)    086 02 25.68327(W) AD(       ) 2
 BG2370  NGVD 29 (07/19/86)    9.27   (m)           30.4    (f) LEVELING    3  
 BG2370
 BG2370.Superseded values are not recommended for survey control.
 BG2370
 BG2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2370.See file dsdata.pdf to determine how the superseded data were derived.
 BG2370
 BG2370_MARKER: DD = SURVEY DISK
 BG2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2370_STAMPING: 60 76 A29
 BG2370_MARK LOGO: FLDT
 BG2370_PROJECTION: RECESSED 8 CENTIMETERS
 BG2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2370+STABILITY: SURFACE MOTION
 BG2370
 BG2370  HISTORY     - Date     Condition        Report By
 BG2370  HISTORY     - 1976     MONUMENTED       FLDT
 BG2370  HISTORY     - 1976     GOOD             FLDT
 BG2370  HISTORY     - 19910510 GOOD             USPSQD
 BG2370  HISTORY     - 19980428 MARK NOT FOUND   USPSQD
 BG2370
 BG2370                          STATION DESCRIPTION
 BG2370
 BG2370'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2370'STATION IS LOCATED ABOUT 12-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2370'BEACH AND ABOUT 24 MILES WEST-NORTHWEST OF PANAMA CITY BEACH ON
 BG2370'THE SOUTH SIDE OF STATE ROUTE 30A.
 BG2370'
 BG2370'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2370'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2370'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98
 BG2370'FOR 2.2 MILES TO STATE ROUTE 30A LEFT.  TURN LEFT AND GO WESTERLY
 BG2370'ON STATE ROUTE 30A FOR 2.05 MILES TO STATION ON THE LEFT.
 BG2370'
 BG2370'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION
 BG2370'BRASS DISK, STAMPED 60 76 A29, SET IN THE TOP OF A ROUND CONCRETE
 BG2370'MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS 20.0 FEET SOUTH
 BG2370'OF CENTERLINE OF STATE ROUTE 30A, 28.5 FEET NORTH OF A METAL
 BG2370'WITNESS POST, 35.0 FEET EAST OF CENTER OF A PRIVATE DRIVE AND
 BG2370'53.7 FEET NORTHWEST OF A POWER POLE.
 BG2370'
 BG2370'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2370'TRANSPORTATION BRASS DISK, STAMPED 60 76 A29 RM NO 1, SET IN THE
 BG2370'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2370'THE GROUND.  IT IS 1.4 FEET NORTH OF A METAL WITNESS POST, 15.0
 BG2370'FEET EAST OF CENTER OF PRIVATE DRIVEWAY AND 41.5 FEET SOUTH OF
 BG2370'CENTERLINE OF STATE ROUTE 30A.
 BG2370'
 BG2370'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2370'TRANSPORTATION BRASS DISK, STAMPED 60 76 A29 RM NO 2, SET IN THE
 BG2370'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2370'THE GROUND.  IT IS 1.0 FOOT NORTH OF A METAL WITNESS POST, 13.0
 BG2370'FEET WEST OF CENTER OF PRIVATE DRIVE AND 49.3 FEET SOUTH OF
 BG2370'CENTERLINE OF STATE ROUTE 30A.
 BG2370
 BG2370                          STATION RECOVERY (1976)
 BG2370
 BG2370'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2370'10.25 MI W FROM WEST PANAMA CITY BEACH.
 BG2370'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2370'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2370'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2370'GO WEST ON STATE ROUTE 30A FOR ABOUT 2.05 MILES AND STATION MARK.
 BG2370'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3 INCHES BELOW
 BG2370'THE GROUND.  IT IS 53.7 FEET NORTHWEST OF POWER POLE, 35.0 FEET EAST
 BG2370'OF CENTER OF PRIVATE DRIVE, 28.5 FEET NORTH OF A METAL WITNESS POST
 BG2370'AND 20.0 FEET SOUTH OF CENTER OF STATE ROUTE 30A.  SECTION 27, T 3S, R
 BG2370'18W.
 BG2370
 BG2370                          STATION RECOVERY (1991)
 BG2370
 BG2370'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2370'RECOVERED IN GOOD CONDITION.
 BG2370
 BG2370                          STATION RECOVERY (1998)
 BG2370
 BG2370'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2370'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2393 ***********************************************************************
 BG2393  DESIGNATION -  60 76 A29 RM 1
 BG2393  PID         -  BG2393
 BG2393  STATE/COUNTY-  FL/WALTON
 BG2393  COUNTRY     -  US
 BG2393  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2393
 BG2393                         *CURRENT SURVEY CONTROL
 BG2393  ______________________________________________________________________
 BG2393* NAD 83(1986) POSITION- 30 17 13.53   (N) 086 02 24.97   (W)   HD_HELD1
 BG2393* NAVD 88 ORTHO HEIGHT -     8.864 (meters)       29.08  (feet) ADJUSTED
 BG2393  ______________________________________________________________________
 BG2393  GEOID HEIGHT    -        -27.601 (meters)                     GEOID18
 BG2393  DYNAMIC HEIGHT  -          8.853 (meters)       29.05  (feet) COMP
 BG2393  MODELED GRAVITY -    979,325.2   (mgal)                       NAVD 88
 BG2393
 BG2393  VERT ORDER      -  SECOND    CLASS II
 BG2393
 BG2393.The horizontal coordinates were determined by differentially corrected
 BG2393.hand held GPS observations or other comparable positioning techniques
 BG2393.and have an estimated accuracy of +/- 3 meters.
 BG2393
 BG2393.The orthometric height was determined by differential leveling and
 BG2393.adjusted by the NATIONAL GEODETIC SURVEY
 BG2393.in June 1991.
 BG2393
 BG2393.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2393.GEOID18 height accuracy estimate available here.
 BG2393
 BG2393.Click photographs - Photos may exist for this station.
 BG2393
 BG2393.The dynamic height is computed by dividing the NAVD 88
 BG2393.geopotential number by the normal gravity value computed on the
 BG2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2393.degrees latitude (g = 980.6199 gals.).
 BG2393
 BG2393.The modeled gravity was interpolated from observed gravity values.
 BG2393
 BG2393;                    North         East    Units  Estimated Accuracy
 BG2393;SPC FL N     -   143,672.0     451,826.6     MT  (+/- 3 meters HH1 GPS) 
 BG2393
 BG2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9229850988(NAD 83)
 BG2393
 BG2393                          SUPERSEDED SURVEY CONTROL
 BG2393
 BG2393.No superseded survey control is available for this station.
 BG2393
 BG2393_MARKER: DD = SURVEY DISK
 BG2393_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2393_STAMPING: 60 76 A29 RM NO1
 BG2393_MARK LOGO: FLDT
 BG2393_PROJECTION: FLUSH
 BG2393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2393
 BG2393  HISTORY     - Date     Condition        Report By
 BG2393  HISTORY     - 1976     MONUMENTED       FLDT
 BG2393  HISTORY     - 1976     GOOD             FLDT
 BG2393  HISTORY     - 19910510 GOOD             USPSQD
 BG2393
 BG2393                          STATION DESCRIPTION
 BG2393
 BG2393'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2393'10.25 MI W FROM WEST PANAMA CITY BEACH.
 BG2393'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2393'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2393'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2393'GO WEST ON STATE ROUTE 30A FOR ABOUT 2.05 MILES AND REFERENCE MARK.
 BG2393'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2393'WITH THE GROUND.  IT IS 41.5 FEET SOUTH OF CENTER OF STATE ROUTE 30A,
 BG2393'15.0 FEET EAST OF CENTER OF PRIVATE DRIVE AND 1.4 FEET NORTH OF A
 BG2393'METAL WITNESS POST.  SECTION 27, T 3S, R 18W.
 BG2393
 BG2393                          STATION RECOVERY (1991)
 BG2393
 BG2393'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2330 ***********************************************************************
 BG2330  DESIGNATION -  60 76 A29 RM 2
 BG2330  PID         -  BG2330
 BG2330  STATE/COUNTY-  FL/WALTON
 BG2330  COUNTRY     -  US
 BG2330  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2330
 BG2330                         *CURRENT SURVEY CONTROL
 BG2330  ______________________________________________________________________
 BG2330* NAD 83(1986) POSITION- 30 17 13.61   (N) 086 02 25.76   (W)   HD_HELD1
 BG2330* NAVD 88 ORTHO HEIGHT -     8.990 (meters)       29.49  (feet) ADJUSTED
 BG2330  ______________________________________________________________________
 BG2330  GEOID HEIGHT    -        -27.601 (meters)                     GEOID18
 BG2330  DYNAMIC HEIGHT  -          8.978 (meters)       29.46  (feet) COMP
 BG2330  MODELED GRAVITY -    979,325.2   (mgal)                       NAVD 88
 BG2330
 BG2330  VERT ORDER      -  SECOND    CLASS II
 BG2330
 BG2330.The horizontal coordinates were determined by differentially corrected
 BG2330.hand held GPS observations or other comparable positioning techniques
 BG2330.and have an estimated accuracy of +/- 3 meters.
 BG2330
 BG2330.The orthometric height was determined by differential leveling and
 BG2330.adjusted by the NATIONAL GEODETIC SURVEY
 BG2330.in June 1991.
 BG2330
 BG2330.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2330.GEOID18 height accuracy estimate available here.
 BG2330
 BG2330.Click photographs - Photos may exist for this station.
 BG2330
 BG2330.The dynamic height is computed by dividing the NAVD 88
 BG2330.geopotential number by the normal gravity value computed on the
 BG2330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2330.degrees latitude (g = 980.6199 gals.).
 BG2330
 BG2330.The modeled gravity was interpolated from observed gravity values.
 BG2330
 BG2330;                    North         East    Units  Estimated Accuracy
 BG2330;SPC FL N     -   143,674.7     451,805.5     MT  (+/- 3 meters HH1 GPS) 
 BG2330
 BG2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9227750990(NAD 83)
 BG2330
 BG2330                          SUPERSEDED SURVEY CONTROL
 BG2330
 BG2330.No superseded survey control is available for this station.
 BG2330
 BG2330_MARKER: DD = SURVEY DISK
 BG2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2330_STAMPING: 60 76 A29 RM NO 2
 BG2330_MARK LOGO: FLDT
 BG2330_PROJECTION: FLUSH
 BG2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2330+STABILITY: SURFACE MOTION
 BG2330
 BG2330  HISTORY     - Date     Condition        Report By
 BG2330  HISTORY     - 1976     MONUMENTED       FLDT
 BG2330  HISTORY     - 1976     GOOD             FLDT
 BG2330  HISTORY     - 19910510 GOOD             USPSQD
 BG2330
 BG2330                          STATION DESCRIPTION
 BG2330
 BG2330'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2330'10.25 MI W FROM WEST PANAMA CITY BEACH.
 BG2330'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2330'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2330'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2330'GO WEST ON STATE ROUTE 30A FOR ABOUT 2.05 MILES AND REFERENCE MARK.
 BG2330'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2330'WITH THE GROUND.  IT IS 49.3 FEET SOUTH OF CENTER OF STATE ROUTE 30A,
 BG2330'13.0 FEET WEST OF CENTER OF PRIVATE DRIVE AND 1.0 FOOT NORTH OF A
 BG2330'METAL WITNESS POST.  SECTION 27, T 3S, R18W.
 BG2330
 BG2330                          STATION RECOVERY (1991)
 BG2330
 BG2330'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2330'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2371 ***********************************************************************
 BG2371  DESIGNATION -  60 76 A30
 BG2371  PID         -  BG2371
 BG2371  STATE/COUNTY-  FL/WALTON
 BG2371  COUNTRY     -  US
 BG2371  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2371
 BG2371                         *CURRENT SURVEY CONTROL
 BG2371  ______________________________________________________________________
 BG2371* NAD 83(1990) POSITION- 30 17 12.86502(N) 086 02 04.46000(W)   ADJUSTED
 BG2371* NAVD 88 ORTHO HEIGHT -     9.277 (meters)       30.44  (feet) ADJUSTED
 BG2371  ______________________________________________________________________
 BG2371  GEOID HEIGHT    -        -27.606 (meters)                     GEOID18
 BG2371  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 BG2371  DYNAMIC HEIGHT  -          9.265 (meters)       30.40  (feet) COMP
 BG2371  MODELED GRAVITY -    979,325.0   (mgal)                       NAVD 88
 BG2371
 BG2371  HORZ ORDER      -  SECOND
 BG2371  VERT ORDER      -  SECOND    CLASS II
 BG2371
 BG2371.The horizontal coordinates were established by classical geodetic methods
 BG2371.and adjusted by the National Geodetic Survey in May 1991.
 BG2371
 BG2371.The orthometric height was determined by differential leveling and
 BG2371.adjusted by the NATIONAL GEODETIC SURVEY
 BG2371.in June 1991.
 BG2371
 BG2371.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2371.GEOID18 height accuracy estimate available here.
 BG2371
 BG2371.Click photographs - Photos may exist for this station.
 BG2371
 BG2371.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2371
 BG2371.The dynamic height is computed by dividing the NAVD 88
 BG2371.geopotential number by the normal gravity value computed on the
 BG2371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2371.degrees latitude (g = 980.6199 gals.).
 BG2371
 BG2371.The modeled gravity was interpolated from observed gravity values.
 BG2371
 BG2371. The following values were computed from the NAD 83(1990) position.
 BG2371
 BG2371;                    North         East     Units Scale Factor Converg.
 BG2371;SPC FL N     -   143,644.123   452,374.352   MT  0.99995060   -0 46 16.2
 BG2371;SPC FL N     -   471,272.43  1,484,164.85   sFT  0.99995060   -0 46 16.2
 BG2371;UTM  16      - 3,350,972.186   592,846.441   MT  0.99970635   +0 29 12.9
 BG2371
 BG2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2371!SPC FL N     -   1.00000288  x   0.99995060  =   0.99995348
 BG2371!UTM  16      -   1.00000288  x   0.99970635  =   0.99970923
 BG2371
 BG2371:                Primary Azimuth Mark                     Grid Az
 BG2371:SPC FL N     -  60 76 A29                                273 50 45.0
 BG2371:UTM  16      -  60 76 A29                                272 35 15.9
 BG2371
 BG2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9284650972(NAD 83)
 BG2371
 BG2371|---------------------------------------------------------------------|
 BG2371| PID    Reference Object                     Distance      Geod. Az  |
 BG2371|                                                           dddmmss.s |
 BG2371| BG2394 60 76 A30 RM 1                       12.279 METERS 10605     |
 BG2371| BG2370 60 76 A29                           APPROX. 0.6 KM 2730428.8 |
 BG2371| BG2331 60 76 A30 RM 2                       10.438 METERS 28044     |
 BG2371|---------------------------------------------------------------------|
 BG2371
 BG2371                          SUPERSEDED SURVEY CONTROL
 BG2371
 BG2371  NAD 83(1986)-  30 17 12.87732(N)    086 02 04.46885(W) AD(       ) 2
 BG2371  NAD 27      -  30 17 12.15170(N)    086 02 04.68931(W) AD(       ) 2
 BG2371  NGVD 29 (07/19/86)    9.47   (m)           31.1    (f) LEVELING    3  
 BG2371
 BG2371.Superseded values are not recommended for survey control.
 BG2371
 BG2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2371.See file dsdata.pdf to determine how the superseded data were derived.
 BG2371
 BG2371_MARKER: DD = SURVEY DISK
 BG2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2371_STAMPING: 60 76 A30
 BG2371_MARK LOGO: FLDNR
 BG2371_PROJECTION: RECESSED 20 CENTIMETERS
 BG2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2371+STABILITY: SURFACE MOTION
 BG2371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2371+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 BG2371
 BG2371  HISTORY     - Date     Condition        Report By
 BG2371  HISTORY     - 1976     MONUMENTED       FLDT
 BG2371  HISTORY     - 1976     GOOD             FLDT
 BG2371  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2371  HISTORY     - 19980428 GOOD             USPSQD
 BG2371  HISTORY     - 20051105 GOOD             PELA
 BG2371
 BG2371                          STATION DESCRIPTION
 BG2371
 BG2371'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2371'STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF SANTA ROSA BEACH
 BG2371'AND ABOUT 23-1/2 MILES WEST-NORTHWEST OF PANAMA CITY ON THE NORTH
 BG2371'SIDE OF STATE ROUTE 30A.
 BG2371'
 BG2371'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2371'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2371'TO U.S. ROUTE 98, TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98 FOR
 BG2371'2.2 MILES TO STATE ROUTE 30A LEFT.  TURN LEFT AND GO WESTERLY ON
 BG2371'STATE ROUTE 30A FOR 1.65 MILES TO STATION ON THE RIGHT ON THE
 BG2371'OUTSIDE OF A CURVE.
 BG2371'
 BG2371'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2371'RESOURCES BRASS DISK, STAMPED 60 76 A30, SET IN THE TOP OF A
 BG2371'ROUND CONCRETE MONUMENT THAT IS 8 INCHES BELOW THE GROUND.  IT IS
 BG2371'2.4 FEET SOUTH-SOUTHWEST OF A METAL WITNESS POST, 52.0 FEET
 BG2371'NORTH-NORTHEAST OF CENTERLINE OF STATE ROUTE 30A AND 94.0 FEET
 BG2371'EAST OF A POWER POLE.
 BG2371'
 BG2371'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2371'TRANSPORTATION BRASS DISK, STAMPED 60 76 A30 RM NO 1, SET IN THE
 BG2371'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2371'THE GROUND.  IT IS 1.4 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BG2371'POST, 52.0 FEET NORTH-NORTHEAST OF CENTERLINE OF STATE ROUTE 30A
 BG2371'AND 113.0 FEET WEST-NORTHWEST OF A POWER POLE.
 BG2371'
 BG2371'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2371'TRANSPORTATION BRASS DISK, STAMPED 60 76 A30 RM NO 2, SET IN THE
 BG2371'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2371'THE GROUND.  IT IS 1.9 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BG2371'POST, 49.0 FEET NORTH-NORTHEAST OF CENTERLINE OF STATE ROUTE 30A
 BG2371'AND 60.0 FEET EAST OF A POWER POLE.
 BG2371
 BG2371                          STATION RECOVERY (1976)
 BG2371
 BG2371'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2371'9.85 MI W FROM WEST PANAMA CITY BEACH.
 BG2371'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2371'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2371'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2371'GO WEST ON STATE ROUTE 30A FOR ABOUT 1.65 MILES AND STATION MARK.
 BG2371'WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 8 INCHES BELOW
 BG2371'THE GROUND.  IT IS 94.0 FEET EAST OF POWER POLE, 52.0 FEET
 BG2371'NORTH-NORTHEAST OF CENTER OF STATE ROUTE 30A AND 2.4 FEET
 BG2371'SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 27, T 3S, R 18W.
 BG2371
 BG2371                          STATION RECOVERY (1991)
 BG2371
 BG2371'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2371'MARK NOT FOUND.
 BG2371
 BG2371                          STATION RECOVERY (1998)
 BG2371
 BG2371'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG2371'RECOVERED IN GOOD CONDITION.
 BG2371
 BG2371                          STATION RECOVERY (2005)
 BG2371
 BG2371'RECOVERY NOTE BY FUGRO PELAGOS INC 2005 (JWC)
 BG2371'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2394 ***********************************************************************
 BG2394  DESIGNATION -  60 76 A30 RM 1
 BG2394  PID         -  BG2394
 BG2394  STATE/COUNTY-  FL/WALTON
 BG2394  COUNTRY     -  US
 BG2394  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2394
 BG2394                         *CURRENT SURVEY CONTROL
 BG2394  ______________________________________________________________________
 BG2394* NAD 83(1986) POSITION- 30 17 12.75   (N) 086 02 04.02   (W)   HD_HELD1
 BG2394* NAVD 88 ORTHO HEIGHT -     9.506 (meters)       31.19  (feet) ADJUSTED
 BG2394  ______________________________________________________________________
 BG2394  GEOID HEIGHT    -        -27.606 (meters)                     GEOID18
 BG2394  DYNAMIC HEIGHT  -          9.494 (meters)       31.15  (feet) COMP
 BG2394  MODELED GRAVITY -    979,325.0   (mgal)                       NAVD 88
 BG2394
 BG2394  VERT ORDER      -  SECOND    CLASS II
 BG2394
 BG2394.The horizontal coordinates were determined by differentially corrected
 BG2394.hand held GPS observations or other comparable positioning techniques
 BG2394.and have an estimated accuracy of +/- 3 meters.
 BG2394
 BG2394.The orthometric height was determined by differential leveling and
 BG2394.adjusted by the NATIONAL GEODETIC SURVEY
 BG2394.in June 1991.
 BG2394
 BG2394.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2394.GEOID18 height accuracy estimate available here.
 BG2394
 BG2394.Click photographs - Photos may exist for this station.
 BG2394
 BG2394.The dynamic height is computed by dividing the NAVD 88
 BG2394.geopotential number by the normal gravity value computed on the
 BG2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2394.degrees latitude (g = 980.6199 gals.).
 BG2394
 BG2394.The modeled gravity was interpolated from observed gravity values.
 BG2394
 BG2394;                    North         East    Units  Estimated Accuracy
 BG2394;SPC FL N     -   143,640.4     452,386.1     MT  (+/- 3 meters HH1 GPS) 
 BG2394
 BG2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9285850968(NAD 83)
 BG2394
 BG2394                          SUPERSEDED SURVEY CONTROL
 BG2394
 BG2394.No superseded survey control is available for this station.
 BG2394
 BG2394_MARKER: DD = SURVEY DISK
 BG2394_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2394_STAMPING: 60 76 A30 RM NO1
 BG2394_MARK LOGO: FLDT
 BG2394_PROJECTION: FLUSH
 BG2394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2394
 BG2394  HISTORY     - Date     Condition        Report By
 BG2394  HISTORY     - 1976     MONUMENTED       FLDT
 BG2394  HISTORY     - 1976     GOOD             FLDT
 BG2394  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2394
 BG2394                          STATION DESCRIPTION
 BG2394
 BG2394'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2394'9.85 MI W FROM WEST PANAMA CITY BEACH.
 BG2394'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2394'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2394'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2394'GO WEST ON STATE ROUTE 30A FOR ABOUT 1.65 MILES AND REFERENCE MARK.
 BG2394'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2394'WITH THE GROUND.  IT IS 113.0 FEET WEST-NORTHWEST OF A POWER POLE,
 BG2394'52.0 FEET NORTH-NORTHEAST OF CENTER OF STATE ROUTE 30A. SECTION 27, T
 BG2394'3S, R 18W.
 BG2394
 BG2394                          STATION RECOVERY (1991)
 BG2394
 BG2394'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2394'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2331 ***********************************************************************
 BG2331  DESIGNATION -  60 76 A30 RM 2
 BG2331  PID         -  BG2331
 BG2331  STATE/COUNTY-  FL/WALTON
 BG2331  COUNTRY     -  US
 BG2331  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2331
 BG2331                         *CURRENT SURVEY CONTROL
 BG2331  ______________________________________________________________________
 BG2331* NAD 83(1986) POSITION- 30 17 12.93   (N) 086 02 04.84   (W)   HD_HELD1
 BG2331* NAVD 88 ORTHO HEIGHT -     9.415 (meters)       30.89  (feet) ADJUSTED
 BG2331  ______________________________________________________________________
 BG2331  GEOID HEIGHT    -        -27.606 (meters)                     GEOID18
 BG2331  DYNAMIC HEIGHT  -          9.403 (meters)       30.85  (feet) COMP
 BG2331  MODELED GRAVITY -    979,325.0   (mgal)                       NAVD 88
 BG2331
 BG2331  VERT ORDER      -  SECOND    CLASS II
 BG2331
 BG2331.The horizontal coordinates were determined by differentially corrected
 BG2331.hand held GPS observations or other comparable positioning techniques
 BG2331.and have an estimated accuracy of +/- 3 meters.
 BG2331
 BG2331.The orthometric height was determined by differential leveling and
 BG2331.adjusted by the NATIONAL GEODETIC SURVEY
 BG2331.in June 1991.
 BG2331
 BG2331.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2331.GEOID18 height accuracy estimate available here.
 BG2331
 BG2331.Click photographs - Photos may exist for this station.
 BG2331
 BG2331.The dynamic height is computed by dividing the NAVD 88
 BG2331.geopotential number by the normal gravity value computed on the
 BG2331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2331.degrees latitude (g = 980.6199 gals.).
 BG2331
 BG2331.The modeled gravity was interpolated from observed gravity values.
 BG2331
 BG2331;                    North         East    Units  Estimated Accuracy
 BG2331;SPC FL N     -   143,646.3     452,364.2     MT  (+/- 3 meters HH1 GPS) 
 BG2331
 BG2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9283650974(NAD 83)
 BG2331
 BG2331                          SUPERSEDED SURVEY CONTROL
 BG2331
 BG2331.No superseded survey control is available for this station.
 BG2331
 BG2331_MARKER: DD = SURVEY DISK
 BG2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2331_STAMPING: 60 76 A30 RM NO 2
 BG2331_MARK LOGO: FLDT
 BG2331_PROJECTION: FLUSH
 BG2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2331+STABILITY: SURFACE MOTION
 BG2331
 BG2331  HISTORY     - Date     Condition        Report By
 BG2331  HISTORY     - 1976     MONUMENTED       FLDT
 BG2331  HISTORY     - 1976     GOOD             FLDT
 BG2331  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2331
 BG2331                          STATION DESCRIPTION
 BG2331
 BG2331'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2331'9.85 MI W FROM WEST PANAMA CITY BEACH.
 BG2331'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2331'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2331'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2331'GO WEST ON STATE ROUTE 30A FOR ABOUT 1.65 MILES AND REFERENCE MARK.
 BG2331'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2331'WITH THE GROUND.  IT IS 60.0 FEET EAST OF POWER POLE, 49.0 FEET
 BG2331'NORTH-NORTHEAST OF CENTER OF STATE ROUTE 30A AND 1.9 FEET
 BG2331'SOUTH-SOUTHWEST OF A METAL WITNESS POST.  SECTION 27, T 3S, R 18W.
 BG2331
 BG2331                          STATION RECOVERY (1991)
 BG2331
 BG2331'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2331'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2372 ***********************************************************************
 BG2372  DESIGNATION -  60 76 A31
 BG2372  PID         -  BG2372
 BG2372  STATE/COUNTY-  FL/WALTON
 BG2372  COUNTRY     -  US
 BG2372  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2372
 BG2372                         *CURRENT SURVEY CONTROL
 BG2372  ______________________________________________________________________
 BG2372* NAD 83(1990) POSITION- 30 16 58.90497(N) 086 01 28.45180(W)   ADJUSTED
 BG2372* NAVD 88 ORTHO HEIGHT -     9.722 (meters)       31.90  (feet) ADJUSTED
 BG2372  ______________________________________________________________________
 BG2372  GEOID HEIGHT    -        -27.611 (meters)                     GEOID18
 BG2372  LAPLACE CORR    -         -1.04  (seconds)                    DEFLEC18
 BG2372  DYNAMIC HEIGHT  -          9.709 (meters)       31.85  (feet) COMP
 BG2372  MODELED GRAVITY -    979,324.3   (mgal)                       NAVD 88
 BG2372
 BG2372  HORZ ORDER      -  SECOND
 BG2372  VERT ORDER      -  SECOND    CLASS II
 BG2372
 BG2372.The horizontal coordinates were established by classical geodetic methods
 BG2372.and adjusted by the National Geodetic Survey in May 1991.
 BG2372
 BG2372.The orthometric height was determined by differential leveling and
 BG2372.adjusted by the NATIONAL GEODETIC SURVEY
 BG2372.in June 1991.
 BG2372
 BG2372.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2372.GEOID18 height accuracy estimate available here.
 BG2372
 BG2372.Click photographs - Photos may exist for this station.
 BG2372
 BG2372.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2372
 BG2372.The dynamic height is computed by dividing the NAVD 88
 BG2372.geopotential number by the normal gravity value computed on the
 BG2372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2372.degrees latitude (g = 980.6199 gals.).
 BG2372
 BG2372.The modeled gravity was interpolated from observed gravity values.
 BG2372
 BG2372. The following values were computed from the NAD 83(1990) position.
 BG2372
 BG2372;                    North         East     Units Scale Factor Converg.
 BG2372;SPC FL N     -   143,201.392   453,330.765   MT  0.99995046   -0 45 58.1
 BG2372;SPC FL N     -   469,819.90  1,487,302.68   sFT  0.99995046   -0 45 58.1
 BG2372;UTM  16      - 3,350,550.663   593,812.109   MT  0.99970857   +0 29 30.9
 BG2372
 BG2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2372!SPC FL N     -   1.00000281  x   0.99995046  =   0.99995327
 BG2372!UTM  16      -   1.00000281  x   0.99970857  =   0.99971138
 BG2372
 BG2372:                Primary Azimuth Mark                     Grid Az
 BG2372:SPC FL N     -  60 76 A30                                294 50 23.2
 BG2372:UTM  16      -  60 76 A30                                293 34 54.2
 BG2372
 BG2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9381250550(NAD 83)
 BG2372
 BG2372|---------------------------------------------------------------------|
 BG2372| PID    Reference Object                     Distance      Geod. Az  |
 BG2372|                                                           dddmmss.s |
 BG2372| BG2395 60 76 A31 RM 1                       10.185 METERS 12610     |
 BG2372| BG2332 60 76 A31 RM 2                       11.275 METERS 28231     |
 BG2372| BG2371 60 76 A30                           APPROX. 1.1 KM 2940425.1 |
 BG2372|---------------------------------------------------------------------|
 BG2372
 BG2372                          SUPERSEDED SURVEY CONTROL
 BG2372
 BG2372  NAD 83(1986)-  30 16 58.91716(N)    086 01 28.46068(W) AD(       ) 2
 BG2372  NAD 27      -  30 16 58.19157(N)    086 01 28.68195(W) AD(       ) 2
 BG2372  NGVD 29 (07/19/86)    9.91   (m)           32.5    (f) LEVELING    3  
 BG2372
 BG2372.Superseded values are not recommended for survey control.
 BG2372
 BG2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2372.See file dsdata.pdf to determine how the superseded data were derived.
 BG2372
 BG2372_MARKER: DD = SURVEY DISK
 BG2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2372_STAMPING: 60 76 A31
 BG2372_MARK LOGO: FLDNR
 BG2372_PROJECTION: RECESSED 13 CENTIMETERS
 BG2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2372+STABILITY: SURFACE MOTION
 BG2372
 BG2372  HISTORY     - Date     Condition        Report By
 BG2372  HISTORY     - 1976     MONUMENTED       FLDT
 BG2372  HISTORY     - 1976     GOOD             FLDT
 BG2372  HISTORY     - 19910510 GOOD             USPSQD
 BG2372
 BG2372                          STATION DESCRIPTION
 BG2372
 BG2372'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2372'STATION IS LOCATED ABOUT 13-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2372'BEACH AND ABOUT 23 MILES WEST-NORTHWEST OF PANAMA CITY ON THE
 BG2372'SOUTH SIDE OF STATE ROUTE 30A.
 BG2372'
 BG2372'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2372'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2372'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98
 BG2372'FOR 2.2 MILES TO STATE ROUTE 30A LEFT.  TURN LEFT AND GO WESTERLY
 BG2372'ON STATE ROUTE 30A FOR 1 MILE TO STATION ON THE LEFT.
 BG2372'
 BG2372'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2372'RESOURCES BRASS DISK, STAMPED 60 76 A31, SET IN THE TOP OF A
 BG2372'ROUND CONCRETE MONUMENT THAT IS 5 INCHES BELOW THE GROUND.  IT IS
 BG2372'5.6 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, 6.4 FEET
 BG2372'NORTH-NORTHEAST OF A POWER POLE AND 36.0 FEET SOUTH-SOUTHWEST OF
 BG2372'CENTERLINE OF STATE ROUTE 30A.
 BG2372'
 BG2372'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2372'TRANSPORTATION BRASS DISK, STAMPED 60 76 A31 RM NO 1 SET IN THE
 BG2372'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2372'THE GROUND.  IT IS 1.5 FEET NORTH-NORTHEAST OF A METAL WITNESS
 BG2372'POST, 32.0 FEET EAST-SOUTHEAST OF A POWER POLE AND 43.5 FEET
 BG2372'SOUTH-SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A.
 BG2372'
 BG2372'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2372'TRANSPORTATION BRASS DISK, STAMPED 60 76 A31 RM NO 2, SET IN THE
 BG2372'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2372'THE GROUND.  IT IS 1.5 FEET NORTH-NORTHEAST OF A METAL WITNESS
 BG2372'POST, 35.8 FEET NORTHWEST OF A POWER POLE AND 42.7 FEET
 BG2372'SOUTH-SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A.
 BG2372
 BG2372                          STATION RECOVERY (1976)
 BG2372
 BG2372'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2372'9.2 MI W FROM WEST PANAMA CITY BEACH.
 BG2372'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2372'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2372'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2372'GO WEST ON STATE ROUTE 30A FOR ABOUT 1.0 MILE AND STATION MARK. WHICH
 BG2372'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 5 INCHES BELOW THE
 BG2372'GROUND.  IT IS 36.0 FEET SOUTH-SOUTHWEST OF CENTER OF STATE ROUTE 30A,
 BG2372'6.4 FEET NORTH-NORTHEAST OF A POWER POLE AND 5.6 FEET NORTH-NORTHEAST
 BG2372'OF A METAL WITNESS POST.  SECTION 35, T 3S, R 18W.
 BG2372
 BG2372                          STATION RECOVERY (1991)
 BG2372
 BG2372'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2372'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2395 ***********************************************************************
 BG2395  DESIGNATION -  60 76 A31 RM 1
 BG2395  PID         -  BG2395
 BG2395  STATE/COUNTY-  FL/WALTON
 BG2395  COUNTRY     -  US
 BG2395  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2395
 BG2395                         *CURRENT SURVEY CONTROL
 BG2395  ______________________________________________________________________
 BG2395* NAD 83(1986) POSITION- 30 16 58.71   (N) 086 01 28.14   (W)   HD_HELD1
 BG2395* NAVD 88 ORTHO HEIGHT -     9.907 (meters)       32.50  (feet) ADJUSTED
 BG2395  ______________________________________________________________________
 BG2395  GEOID HEIGHT    -        -27.611 (meters)                     GEOID18
 BG2395  DYNAMIC HEIGHT  -          9.894 (meters)       32.46  (feet) COMP
 BG2395  MODELED GRAVITY -    979,324.3   (mgal)                       NAVD 88
 BG2395
 BG2395  VERT ORDER      -  SECOND    CLASS II
 BG2395
 BG2395.The horizontal coordinates were determined by differentially corrected
 BG2395.hand held GPS observations or other comparable positioning techniques
 BG2395.and have an estimated accuracy of +/- 3 meters.
 BG2395
 BG2395.The orthometric height was determined by differential leveling and
 BG2395.adjusted by the NATIONAL GEODETIC SURVEY
 BG2395.in June 1991.
 BG2395
 BG2395.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2395.GEOID18 height accuracy estimate available here.
 BG2395
 BG2395.Click photographs - Photos may exist for this station.
 BG2395
 BG2395.The dynamic height is computed by dividing the NAVD 88
 BG2395.geopotential number by the normal gravity value computed on the
 BG2395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2395.degrees latitude (g = 980.6199 gals.).
 BG2395
 BG2395.The modeled gravity was interpolated from observed gravity values.
 BG2395
 BG2395;                    North         East    Units  Estimated Accuracy
 BG2395;SPC FL N     -   143,195.3     453,339.0     MT  (+/- 3 meters HH1 GPS) 
 BG2395
 BG2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9382050544(NAD 83)
 BG2395
 BG2395                          SUPERSEDED SURVEY CONTROL
 BG2395
 BG2395.No superseded survey control is available for this station.
 BG2395
 BG2395_MARKER: DD = SURVEY DISK
 BG2395_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2395_STAMPING: 60 76 A31 RM NO1
 BG2395_MARK LOGO: FLDT
 BG2395_PROJECTION: RECESSED 3 CENTIMETERS
 BG2395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2395
 BG2395  HISTORY     - Date     Condition        Report By
 BG2395  HISTORY     - 1976     MONUMENTED       FLDT
 BG2395  HISTORY     - 1976     GOOD             FLDT
 BG2395  HISTORY     - 19910510 GOOD             USPSQD
 BG2395
 BG2395                          STATION DESCRIPTION
 BG2395
 BG2395'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2395'9.2 MI W FROM WEST PANAMA CITY BEACH.
 BG2395'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2395'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2395'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2395'GO WEST ON STATE ROUTE 30A FOR ABOUT 1.0 MILE AND REFERENCE MARK.
 BG2395'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH
 BG2395'BELOW THE GROUND.  IT IS 43.5 FEET SOUTH-SOUTHWEST OF CENTER OF STATE
 BG2395'ROUTE 30A, 32.0 FEET EAST-SOUTHEAST OF A POWER POLE AND 1.5 FEET
 BG2395'NORTH-NORTHEAST OF A METAL WITNESS POST.  SECTION 35, T 3S, R 18W.
 BG2395
 BG2395                          STATION RECOVERY (1991)
 BG2395
 BG2395'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2395'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2332 ***********************************************************************
 BG2332  DESIGNATION -  60 76 A31 RM 2
 BG2332  PID         -  BG2332
 BG2332  STATE/COUNTY-  FL/WALTON
 BG2332  COUNTRY     -  US
 BG2332  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2332
 BG2332                         *CURRENT SURVEY CONTROL
 BG2332  ______________________________________________________________________
 BG2332* NAD 83(1986) POSITION- 30 16 58.98   (N) 086 01 28.86   (W)   HD_HELD1
 BG2332* NAVD 88 ORTHO HEIGHT -     9.887 (meters)       32.44  (feet) ADJUSTED
 BG2332  ______________________________________________________________________
 BG2332  GEOID HEIGHT    -        -27.611 (meters)                     GEOID18
 BG2332  DYNAMIC HEIGHT  -          9.874 (meters)       32.39  (feet) COMP
 BG2332  MODELED GRAVITY -    979,324.4   (mgal)                       NAVD 88
 BG2332
 BG2332  VERT ORDER      -  SECOND    CLASS II
 BG2332
 BG2332.The horizontal coordinates were determined by differentially corrected
 BG2332.hand held GPS observations or other comparable positioning techniques
 BG2332.and have an estimated accuracy of +/- 3 meters.
 BG2332
 BG2332.The orthometric height was determined by differential leveling and
 BG2332.adjusted by the NATIONAL GEODETIC SURVEY
 BG2332.in June 1991.
 BG2332
 BG2332.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2332.GEOID18 height accuracy estimate available here.
 BG2332
 BG2332.Click photographs - Photos may exist for this station.
 BG2332
 BG2332.The dynamic height is computed by dividing the NAVD 88
 BG2332.geopotential number by the normal gravity value computed on the
 BG2332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2332.degrees latitude (g = 980.6199 gals.).
 BG2332
 BG2332.The modeled gravity was interpolated from observed gravity values.
 BG2332
 BG2332;                    North         East    Units  Estimated Accuracy
 BG2332;SPC FL N     -   143,203.8     453,319.9     MT  (+/- 3 meters HH1 GPS) 
 BG2332
 BG2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9380150552(NAD 83)
 BG2332
 BG2332                          SUPERSEDED SURVEY CONTROL
 BG2332
 BG2332.No superseded survey control is available for this station.
 BG2332
 BG2332_MARKER: DD = SURVEY DISK
 BG2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2332_STAMPING: 60 76 A31 RM NO 2
 BG2332_MARK LOGO: FLDT
 BG2332_PROJECTION: RECESSED 3 CENTIMETERS
 BG2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2332+STABILITY: SURFACE MOTION
 BG2332
 BG2332  HISTORY     - Date     Condition        Report By
 BG2332  HISTORY     - 1976     MONUMENTED       FLDT
 BG2332  HISTORY     - 1976     GOOD             FLDT
 BG2332  HISTORY     - 19910510 GOOD             USPSQD
 BG2332
 BG2332                          STATION DESCRIPTION
 BG2332
 BG2332'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2332'9.2 MI W FROM WEST PANAMA CITY BEACH.
 BG2332'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2332'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2332'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2332'GO WEST ON STATE ROUTE 30A FOR ABOUT 1.0 MILE AND REFERENCE MARK.
 BG2332'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH
 BG2332'BELOW THE GROUND.  IT IS 42.7 FEET SOUTH-SOUTHWEST OF CENTER OF STATE
 BG2332'ROUTE 30A, 35.8 FEET NORTHWEST OF A POWER POLE AND 1.5 FEET
 BG2332'NORTH-NORTHEAST OF A METAL WITNESS POST.  SECTION 35, T 3S, R 18W.
 BG2332
 BG2332                          STATION RECOVERY (1991)
 BG2332
 BG2332'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2332'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2373 ***********************************************************************
 BG2373  DESIGNATION -  60 76 A32
 BG2373  PID         -  BG2373
 BG2373  STATE/COUNTY-  FL/WALTON
 BG2373  COUNTRY     -  US
 BG2373  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2373
 BG2373                         *CURRENT SURVEY CONTROL
 BG2373  ______________________________________________________________________
 BG2373* NAD 83(1990) POSITION- 30 16 43.54172(N) 086 00 44.21860(W)   ADJUSTED
 BG2373* NAVD 88 ORTHO HEIGHT -     9.490 (meters)       31.14  (feet) ADJUSTED
 BG2373  ______________________________________________________________________
 BG2373  GEOID HEIGHT    -        -27.618 (meters)                     GEOID18
 BG2373  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 BG2373  DYNAMIC HEIGHT  -          9.477 (meters)       31.09  (feet) COMP
 BG2373  MODELED GRAVITY -    979,323.6   (mgal)                       NAVD 88
 BG2373
 BG2373  HORZ ORDER      -  SECOND
 BG2373  VERT ORDER      -  SECOND    CLASS II
 BG2373
 BG2373.The horizontal coordinates were established by classical geodetic methods
 BG2373.and adjusted by the National Geodetic Survey in May 1991.
 BG2373
 BG2373.The orthometric height was determined by differential leveling and
 BG2373.adjusted by the NATIONAL GEODETIC SURVEY
 BG2373.in June 1991.
 BG2373
 BG2373.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2373.GEOID18 height accuracy estimate available here.
 BG2373
 BG2373.Click photographs - Photos may exist for this station.
 BG2373
 BG2373.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2373
 BG2373.The dynamic height is computed by dividing the NAVD 88
 BG2373.geopotential number by the normal gravity value computed on the
 BG2373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2373.degrees latitude (g = 980.6199 gals.).
 BG2373
 BG2373.The modeled gravity was interpolated from observed gravity values.
 BG2373
 BG2373. The following values were computed from the NAD 83(1990) position.
 BG2373
 BG2373;                    North         East     Units Scale Factor Converg.
 BG2373;SPC FL N     -   142,712.624   454,506.475   MT  0.99995032   -0 45 35.9
 BG2373;SPC FL N     -   468,216.33  1,491,159.99   sFT  0.99995032   -0 45 35.9
 BG2373;UTM  16      - 3,350,087.937   594,997.981   MT  0.99971133   +0 29 53.0
 BG2373
 BG2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2373!SPC FL N     -   1.00000285  x   0.99995032  =   0.99995317
 BG2373!UTM  16      -   1.00000285  x   0.99971133  =   0.99971418
 BG2373
 BG2373:                Primary Azimuth Mark                     Grid Az
 BG2373:SPC FL N     -  60 76 A31                                292 34 25.4
 BG2373:UTM  16      -  60 76 A31                                291 18 56.5
 BG2373
 BG2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9499750087(NAD 83)
 BG2373
 BG2373|---------------------------------------------------------------------|
 BG2373| PID    Reference Object                     Distance      Geod. Az  |
 BG2373|                                                           dddmmss.s |
 BG2373| BG2374 60 76 A33                           323.527 METERS 08913     |
 BG2373| BG2396 60 76 A32 RM 1                        8.675 METERS 11136     |
 BG2373| BG2333 60 76 A32 RM 2                       11.561 METERS 23656     |
 BG2373| BG2372 60 76 A31                           APPROX. 1.3 KM 2914849.5 |
 BG2373|---------------------------------------------------------------------|
 BG2373
 BG2373                          SUPERSEDED SURVEY CONTROL
 BG2373
 BG2373  NAD 83(1986)-  30 16 43.55377(N)    086 00 44.22751(W) AD(       ) 2
 BG2373  NAD 27      -  30 16 42.82820(N)    086 00 44.44985(W) AD(       ) 2
 BG2373  NGVD 29 (07/19/86)    9.68   (m)           31.8    (f) LEVELING    3  
 BG2373
 BG2373.Superseded values are not recommended for survey control.
 BG2373
 BG2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2373.See file dsdata.pdf to determine how the superseded data were derived.
 BG2373
 BG2373_MARKER: DD = SURVEY DISK
 BG2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2373_STAMPING: 60 76 A32
 BG2373_MARK LOGO: FLDNR
 BG2373_PROJECTION: RECESSED 10 CENTIMETERS
 BG2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2373+STABILITY: SURFACE MOTION
 BG2373
 BG2373  HISTORY     - Date     Condition        Report By
 BG2373  HISTORY     - 1976     MONUMENTED       FLDT
 BG2373  HISTORY     - 1976     GOOD             FLDT
 BG2373  HISTORY     - 19910510 GOOD             USPSQD
 BG2373  HISTORY     - 19970424 MARK NOT FOUND   USPSQD
 BG2373
 BG2373                          STATION DESCRIPTION
 BG2373
 BG2373'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2373'STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2373'BEACH AND ABOUT 22 MILES WEST-NORTHWEST OF PANAMA CITY ON THE
 BG2373'SOUTH SIDE OF STATE ROUTE 30A ON THE OUTSIDE OF A CURVE.
 BG2373'
 BG2373'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2373'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2373'TO U.S. ROUTE 98, TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98 FOR
 BG2373'2.2 MILES TO STATE ROUTE 30A LEFT.  TURN LEFT AND GO WESTERLY ON
 BG2373'STATE ROUTE 30A FOR 0.2 MILE TO STATION MARK ON THE LEFT.
 BG2373'
 BG2373'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2373'RESOURCES BRASS DISK, STAMPED 60 76 A32, SET IN THE TOP OF A
 BG2373'ROUND CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND.  IT IS
 BG2373'10.9 FEET NORTHEAST OF A METAL WITNESS POST, 11.6 FEET NORTHEAST
 BG2373'OF A POWER POLE AND 18.0 FEET SOUTHWEST OF CENTERLINE OF STATE
 BG2373'ROUTE 30A.
 BG2373'
 BG2373'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2373'TRANSPORTATION BRASS DISK, STAMPED 60 76 A32 RM NO 1, SET IN THE
 BG2373'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2373'THE GROUND.  IT IS 2.2 FEET NORTH-NORTHEAST OF A METAL WITNESS
 BG2373'POST, 26.4 FEET SOUTHWEST OF CENTERLINE OF STATE ROUTE 30A AND
 BG2373'28.4 FEET EAST-SOUTHEAST OF POWER POLE.
 BG2373'
 BG2373'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2373'TRANSPORTATION BRASS DISK, STAMPED 60 76 A32 RM NO 2, SET IN THE
 BG2373'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2373'THE GROUND.  IT IS 1.8 FEET NORTHEAST OF A METAL WITNESS POST,
 BG2373'32.4 FEET WEST-NORTHWEST OF A POWER POLE AND 40.5 FEET SOUTHWEST
 BG2373'OF CENTERLINE OF STATE ROUTE 30A.
 BG2373
 BG2373                          STATION RECOVERY (1976)
 BG2373
 BG2373'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2373'8.4 MI W FROM WEST PANAMA CITY BEACH.
 BG2373'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2373'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2373'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2373'GO WEST ON STATE ROUTE 30A FOR ABOUT 0.2 MILE AND STATION MARK. WHICH
 BG2373'IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 4 INCHES BELOW THE
 BG2373'GROUND.  IT IS 18.0 FEET SOUTHWEST OF CENTER OF STATE ROUTE 30A, 11.6
 BG2373'FEET NORTHEAST OF A POWER POLE AND 10.9 FEET NORTHEAST OF A METAL
 BG2373'WITNESS POST.  SECTION 36, T 3S, R 18W.
 BG2373
 BG2373                          STATION RECOVERY (1991)
 BG2373
 BG2373'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2373'RECOVERED IN GOOD CONDITION.
 BG2373
 BG2373                          STATION RECOVERY (1997)
 BG2373
 BG2373'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2373'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2396 ***********************************************************************
 BG2396  DESIGNATION -  60 76 A32 RM 1
 BG2396  PID         -  BG2396
 BG2396  STATE/COUNTY-  FL/WALTON
 BG2396  COUNTRY     -  US
 BG2396  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2396
 BG2396                         *CURRENT SURVEY CONTROL
 BG2396  ______________________________________________________________________
 BG2396* NAD 83(1986) POSITION- 30 16 43.44   (N) 086 00 43.92   (W)   HD_HELD1
 BG2396* NAVD 88 ORTHO HEIGHT -     9.145 (meters)       30.00  (feet) ADJUSTED
 BG2396  ______________________________________________________________________
 BG2396  GEOID HEIGHT    -        -27.618 (meters)                     GEOID18
 BG2396  DYNAMIC HEIGHT  -          9.133 (meters)       29.96  (feet) COMP
 BG2396  MODELED GRAVITY -    979,323.6   (mgal)                       NAVD 88
 BG2396
 BG2396  VERT ORDER      -  SECOND    CLASS II
 BG2396
 BG2396.The horizontal coordinates were determined by differentially corrected
 BG2396.hand held GPS observations or other comparable positioning techniques
 BG2396.and have an estimated accuracy of +/- 3 meters.
 BG2396
 BG2396.The orthometric height was determined by differential leveling and
 BG2396.adjusted by the NATIONAL GEODETIC SURVEY
 BG2396.in June 1991.
 BG2396
 BG2396.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2396.GEOID18 height accuracy estimate available here.
 BG2396
 BG2396.Click photographs - Photos may exist for this station.
 BG2396
 BG2396.The dynamic height is computed by dividing the NAVD 88
 BG2396.geopotential number by the normal gravity value computed on the
 BG2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2396.degrees latitude (g = 980.6199 gals.).
 BG2396
 BG2396.The modeled gravity was interpolated from observed gravity values.
 BG2396
 BG2396;                    North         East    Units  Estimated Accuracy
 BG2396;SPC FL N     -   142,709.4     454,514.4     MT  (+/- 3 meters HH1 GPS) 
 BG2396
 BG2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9500550084(NAD 83)
 BG2396
 BG2396                          SUPERSEDED SURVEY CONTROL
 BG2396
 BG2396.No superseded survey control is available for this station.
 BG2396
 BG2396_MARKER: DD = SURVEY DISK
 BG2396_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2396_STAMPING: 60 76 A32 RM NO1
 BG2396_MARK LOGO: FLDT
 BG2396_PROJECTION: FLUSH
 BG2396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2396
 BG2396  HISTORY     - Date     Condition        Report By
 BG2396  HISTORY     - 1976     MONUMENTED       FLDT
 BG2396  HISTORY     - 1976     GOOD             FLDT
 BG2396  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2396
 BG2396                          STATION DESCRIPTION
 BG2396
 BG2396'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2396'8.4 MI W FROM WEST PANAMA CITY BEACH.
 BG2396'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2396'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2396'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2396'GO WEST ON STATE ROUTE 30A FOR ABOUT 0.2 MILE AND REFERENCE MARK.
 BG2396'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2396'WITH THE GROUND.  IT IS 28.4 FEET EAST-SOUTHEAST OF A POWER POLE, 26.4
 BG2396'FEET SOUTHWEST OF CENTER OF STATE ROUTE 30A AND 2.2 FEET
 BG2396'NORTH-NORTHEAST OF A METAL WITNESS POST.  SECTION 36, T 3S, R 18W.
 BG2396
 BG2396                          STATION RECOVERY (1991)
 BG2396
 BG2396'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2396'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2333 ***********************************************************************
 BG2333  DESIGNATION -  60 76 A32 RM 2
 BG2333  PID         -  BG2333
 BG2333  STATE/COUNTY-  FL/WALTON
 BG2333  COUNTRY     -  US
 BG2333  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2333
 BG2333                         *CURRENT SURVEY CONTROL
 BG2333  ______________________________________________________________________
 BG2333* NAD 83(1986) POSITION- 30 16 43.34   (N) 086 00 44.58   (W)   HD_HELD1
 BG2333* NAVD 88 ORTHO HEIGHT -     8.873 (meters)       29.11  (feet) ADJUSTED
 BG2333  ______________________________________________________________________
 BG2333  GEOID HEIGHT    -        -27.618 (meters)                     GEOID18
 BG2333  DYNAMIC HEIGHT  -          8.861 (meters)       29.07  (feet) COMP
 BG2333  MODELED GRAVITY -    979,323.7   (mgal)                       NAVD 88
 BG2333
 BG2333  VERT ORDER      -  SECOND    CLASS II
 BG2333
 BG2333.The horizontal coordinates were determined by differentially corrected
 BG2333.hand held GPS observations or other comparable positioning techniques
 BG2333.and have an estimated accuracy of +/- 3 meters.
 BG2333
 BG2333.The orthometric height was determined by differential leveling and
 BG2333.adjusted by the NATIONAL GEODETIC SURVEY
 BG2333.in June 1991.
 BG2333
 BG2333.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2333.GEOID18 height accuracy estimate available here.
 BG2333
 BG2333.Click photographs - Photos may exist for this station.
 BG2333
 BG2333.The dynamic height is computed by dividing the NAVD 88
 BG2333.geopotential number by the normal gravity value computed on the
 BG2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2333.degrees latitude (g = 980.6199 gals.).
 BG2333
 BG2333.The modeled gravity was interpolated from observed gravity values.
 BG2333
 BG2333;                    North         East    Units  Estimated Accuracy
 BG2333;SPC FL N     -   142,706.5     454,496.7     MT  (+/- 3 meters HH1 GPS) 
 BG2333
 BG2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9498850081(NAD 83)
 BG2333
 BG2333                          SUPERSEDED SURVEY CONTROL
 BG2333
 BG2333.No superseded survey control is available for this station.
 BG2333
 BG2333_MARKER: DD = SURVEY DISK
 BG2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2333_STAMPING: 60 76 A32 RM NO 2
 BG2333_MARK LOGO: FLDT
 BG2333_PROJECTION: FLUSH
 BG2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2333+STABILITY: SURFACE MOTION
 BG2333
 BG2333  HISTORY     - Date     Condition        Report By
 BG2333  HISTORY     - 1976     MONUMENTED       FLDT
 BG2333  HISTORY     - 1976     GOOD             FLDT
 BG2333  HISTORY     - 19910510 GOOD             USPSQD
 BG2333
 BG2333                          STATION DESCRIPTION
 BG2333
 BG2333'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2333'8.4 MI W FROM WEST PANAMA CITY BEACH.
 BG2333'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2333'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2333'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A, THEN
 BG2333'GO WEST ON STATE ROUTE 30A FOR ABOUT 0.2 MILE AND REFERENCE MARK.
 BG2333'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT FLUSH
 BG2333'WITH THE GROUND.  IT IS 28.4 FEET EAST-SOUTHEAST OF POWER POLE, 26.4
 BG2333'FEET SOUTHWEST OF CENTER OF STATE ROUTE 30A AND 2.2 FEET
 BG2333'NORTH-NORTHEAST OF A METAL WITNESS POST.  SECTION 36, T 3S, R 18W.
 BG2333
 BG2333                          STATION RECOVERY (1991)
 BG2333
 BG2333'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2333'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2374 ***********************************************************************
 BG2374  DESIGNATION -  60 76 A33
 BG2374  PID         -  BG2374
 BG2374  STATE/COUNTY-  FL/WALTON
 BG2374  COUNTRY     -  US
 BG2374  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2374
 BG2374                         *CURRENT SURVEY CONTROL
 BG2374  ______________________________________________________________________
 BG2374* NAD 83(1990) POSITION- 30 16 43.68411(N) 086 00 32.11462(W)   ADJUSTED
 BG2374* NAVD 88 ORTHO HEIGHT -     9.711 (meters)       31.86  (feet) ADJUSTED
 BG2374  ______________________________________________________________________
 BG2374  GEOID HEIGHT    -        -27.621 (meters)                     GEOID18
 BG2374  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 BG2374  DYNAMIC HEIGHT  -          9.698 (meters)       31.82  (feet) COMP
 BG2374  MODELED GRAVITY -    979,323.4   (mgal)                       NAVD 88
 BG2374
 BG2374  HORZ ORDER      -  SECOND
 BG2374  VERT ORDER      -  SECOND    CLASS II
 BG2374
 BG2374.The horizontal coordinates were established by classical geodetic methods
 BG2374.and adjusted by the National Geodetic Survey in May 1991.
 BG2374
 BG2374.The orthometric height was determined by differential leveling and
 BG2374.adjusted by the NATIONAL GEODETIC SURVEY
 BG2374.in June 1991.
 BG2374
 BG2374.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2374.GEOID18 height accuracy estimate available here.
 BG2374
 BG2374.Click photographs - Photos may exist for this station.
 BG2374
 BG2374.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2374
 BG2374.The dynamic height is computed by dividing the NAVD 88
 BG2374.geopotential number by the normal gravity value computed on the
 BG2374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2374.degrees latitude (g = 980.6199 gals.).
 BG2374
 BG2374.The modeled gravity was interpolated from observed gravity values.
 BG2374
 BG2374. The following values were computed from the NAD 83(1990) position.
 BG2374
 BG2374;                    North         East     Units Scale Factor Converg.
 BG2374;SPC FL N     -   142,712.723   454,829.986   MT  0.99995032   -0 45 29.8
 BG2374;SPC FL N     -   468,216.66  1,492,221.38   sFT  0.99995032   -0 45 29.8
 BG2374;UTM  16      - 3,350,095.137   595,321.335   MT  0.99971209   +0 29 59.1
 BG2374
 BG2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2374!SPC FL N     -   1.00000281  x   0.99995032  =   0.99995313
 BG2374!UTM  16      -   1.00000281  x   0.99971209  =   0.99971490
 BG2374
 BG2374:                Primary Azimuth Mark                     Grid Az
 BG2374:SPC FL N     -  60 76 A34                                315 49 53.8
 BG2374:UTM  16      -  60 76 A34                                314 34 24.9
 BG2374
 BG2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9532150095(NAD 83)
 BG2374
 BG2374|---------------------------------------------------------------------|
 BG2374| PID    Reference Object                     Distance      Geod. Az  |
 BG2374|                                                           dddmmss.s |
 BG2374| BG2397 60 76 A33 RM 1                       14.164 METERS 19727     |
 BG2374| BG2373 60 76 A32                           323.527 METERS 26913     |
 BG2374| BG2334 60 76 A33 RM 2                        9.545 METERS 27638     |
 BG2374| BG2375 60 76 A34                           APPROX. 0.5 KM 3150424.0 |
 BG2374|---------------------------------------------------------------------|
 BG2374
 BG2374                          SUPERSEDED SURVEY CONTROL
 BG2374
 BG2374  NAD 83(1986)-  30 16 43.69612(N)    086 00 32.12351(W) AD(       ) 2
 BG2374  NAD 27      -  30 16 42.97065(N)    086 00 32.34614(W) AD(       ) 2
 BG2374  NGVD 29 (07/19/86)    9.91   (m)           32.5    (f) LEVELING    3  
 BG2374
 BG2374.Superseded values are not recommended for survey control.
 BG2374
 BG2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2374.See file dsdata.pdf to determine how the superseded data were derived.
 BG2374
 BG2374_MARKER: DD = SURVEY DISK
 BG2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2374_STAMPING: 60 76 A33
 BG2374_MARK LOGO: FLDNR
 BG2374_PROJECTION: RECESSED 8 CENTIMETERS
 BG2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2374+STABILITY: SURFACE MOTION
 BG2374
 BG2374  HISTORY     - Date     Condition        Report By
 BG2374  HISTORY     - 1976     MONUMENTED       FLDT
 BG2374  HISTORY     - 1976     GOOD             FLDT
 BG2374  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2374  HISTORY     - 19970113 MARK NOT FOUND   USPSQD
 BG2374
 BG2374                          STATION DESCRIPTION
 BG2374
 BG2374'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2374'STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2374'BEACH AND ABOUT 22 MILES WEST-NORTHWEST OF PANAMA CITY ON THE
 BG2374'SOUTH SIDE OF U.S. ROUTE 98, ON THE NORTH SIDE OF STATE ROUTE 30A.
 BG2374'
 BG2374'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2374'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2374'TO U.S. ROUTE 98, TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98 FOR
 BG2374'2.2 MILES TO STATE ROUTE 30A, STATION IN THE Y OF INTERSECTION.
 BG2374'
 BG2374'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2374'RESOURCES BRASS DISK, STAMPED 60 76 A33, SET IN THE TOP OF A
 BG2374'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS
 BG2374'12.1 FEET SOUTH OF SOUTHWEST END OF HEADWALL FOR A PIPE CULVERT,
 BG2374'13.8 FEET SOUTHEAST OF A METAL WITNESS POST, 14.2 FEET SOUTHEAST
 BG2374'OF A POWER POLE, 23.6 FEET NORTH OF CENTERLINE OF STATE ROUTE
 BG2374'30A AND 43.0 FEET SOUTHWEST OF CENTERLINE OF U.S. ROUTE 98.
 BG2374'
 BG2374'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2374'TRANSPORTATION BRASS DISK, STAMPED 60 76 A33 RM NO 1 SET IN THE
 BG2374'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 3 INCHES BELOW
 BG2374'THE GROUND.  IT IS 1.3 FEET NORTH OF A METAL WITNESS POST, 1.7
 BG2374'FEET NORTH OF A POWER POLE BRACE POLE AND 21.0 FEET SOUTH OF
 BG2374'CENTERLINE OF STATE ROUTE 30A.
 BG2374'
 BG2374'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2374'TRANSPORTATION BRASS DISK, STAMPED 60 76 A33 RM NO 2, SET IN THE
 BG2374'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 4 INCHES BELOW
 BG2374'THE GROUND.  IT IS 2.1 FEET SOUTH OF A METAL WITNESS POST, 2.9
 BG2374'FEET SOUTH OF A PALM TREE, 18.0 FEET WEST-SOUTHWEST OF A POWER
 BG2374'POLE AND 26.5 FEET NORTH OF CENTERLINE OF STATE ROUTE 30A.
 BG2374
 BG2374                          STATION RECOVERY (1976)
 BG2374
 BG2374'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2374'8.2 MI W FROM WEST PANAMA CITY BEACH.
 BG2374'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2374'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2374'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A AND
 BG2374'STATION MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3
 BG2374'INCHES BELOW THE GROUND.  IT IS 43.0 FEET SOUTHWEST OF CENTER OF U.S.
 BG2374'ROUTE 98, 23.6 FEET NORTH OF CENTER OF STATE ROUTE 30A, 14.2 FEET
 BG2374'SOUTHEAST OF A POWER POLE, 13.8 FEET SOUTHEAST OF A METAL WITNESS POST
 BG2374'AND 12.1 FEET SOUTH OF SOUTHWEST END HEADWALL OF A CULVERT. SECTION
 BG2374'36, T 3S, R 18W.
 BG2374
 BG2374                          STATION RECOVERY (1991)
 BG2374
 BG2374'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2374'MARK NOT FOUND.
 BG2374
 BG2374                          STATION RECOVERY (1997)
 BG2374
 BG2374'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2374'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2397 ***********************************************************************
 BG2397  DESIGNATION -  60 76 A33 RM 1
 BG2397  PID         -  BG2397
 BG2397  STATE/COUNTY-  FL/WALTON
 BG2397  COUNTRY     -  US
 BG2397  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2397
 BG2397                         *CURRENT SURVEY CONTROL
 BG2397  ______________________________________________________________________
 BG2397* NAD 83(1986) POSITION- 30 16 43.25   (N) 086 00 32.27   (W)   HD_HELD1
 BG2397* NAVD 88 ORTHO HEIGHT -     9.488 (meters)       31.13  (feet) ADJUSTED
 BG2397  ______________________________________________________________________
 BG2397  GEOID HEIGHT    -        -27.621 (meters)                     GEOID18
 BG2397  DYNAMIC HEIGHT  -          9.475 (meters)       31.09  (feet) COMP
 BG2397  MODELED GRAVITY -    979,323.5   (mgal)                       NAVD 88
 BG2397
 BG2397  VERT ORDER      -  SECOND    CLASS II
 BG2397
 BG2397.The horizontal coordinates were determined by differentially corrected
 BG2397.hand held GPS observations or other comparable positioning techniques
 BG2397.and have an estimated accuracy of +/- 3 meters.
 BG2397
 BG2397.The orthometric height was determined by differential leveling and
 BG2397.adjusted by the NATIONAL GEODETIC SURVEY
 BG2397.in June 1991.
 BG2397
 BG2397.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2397.GEOID18 height accuracy estimate available here.
 BG2397
 BG2397.Click photographs - Photos may exist for this station.
 BG2397
 BG2397.The dynamic height is computed by dividing the NAVD 88
 BG2397.geopotential number by the normal gravity value computed on the
 BG2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2397.degrees latitude (g = 980.6199 gals.).
 BG2397
 BG2397.The modeled gravity was interpolated from observed gravity values.
 BG2397
 BG2397;                    North         East    Units  Estimated Accuracy
 BG2397;SPC FL N     -   142,699.4     454,825.7     MT  (+/- 3 meters HH1 GPS) 
 BG2397
 BG2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9531750081(NAD 83)
 BG2397
 BG2397                          SUPERSEDED SURVEY CONTROL
 BG2397
 BG2397.No superseded survey control is available for this station.
 BG2397
 BG2397_MARKER: DD = SURVEY DISK
 BG2397_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2397_STAMPING: 60 76 A33 RM NO1
 BG2397_MARK LOGO: FLDT
 BG2397_PROJECTION: RECESSED 8 CENTIMETERS
 BG2397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2397
 BG2397  HISTORY     - Date     Condition        Report By
 BG2397  HISTORY     - 1976     MONUMENTED       FLDT
 BG2397  HISTORY     - 1976     GOOD             FLDT
 BG2397  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2397
 BG2397                          STATION DESCRIPTION
 BG2397
 BG2397'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2397'8.2 MI W FROM WEST PANAMA CITY BEACH.
 BG2397'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2397'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2397'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A AND
 BG2397'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE
 BG2397'MONUMENT 3 INCHES BELOW THE GROUND.  IT IS 21.0 FEET SOUTH OF CENTER
 BG2397'OF STATE ROUTE 30A, 1.7 FEET NORTH OF A POWER POLE BRACE POLE AND 1.3
 BG2397'FEET NORTH OF A METAL WITNESS POST.  SECTION 36, T 3S, R18W.
 BG2397
 BG2397                          STATION RECOVERY (1991)
 BG2397
 BG2397'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2397'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2334 ***********************************************************************
 BG2334  DESIGNATION -  60 76 A33 RM 2
 BG2334  PID         -  BG2334
 BG2334  STATE/COUNTY-  FL/WALTON
 BG2334  COUNTRY     -  US
 BG2334  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2334
 BG2334                         *CURRENT SURVEY CONTROL
 BG2334  ______________________________________________________________________
 BG2334* NAD 83(1986) POSITION- 30 16 43.72   (N) 086 00 32.47   (W)   HD_HELD1
 BG2334* NAVD 88 ORTHO HEIGHT -     9.635 (meters)       31.61  (feet) ADJUSTED
 BG2334  ______________________________________________________________________
 BG2334  GEOID HEIGHT    -        -27.621 (meters)                     GEOID18
 BG2334  DYNAMIC HEIGHT  -          9.623 (meters)       31.57  (feet) COMP
 BG2334  MODELED GRAVITY -    979,323.5   (mgal)                       NAVD 88
 BG2334
 BG2334  VERT ORDER      -  SECOND    CLASS II
 BG2334
 BG2334.The horizontal coordinates were determined by differentially corrected
 BG2334.hand held GPS observations or other comparable positioning techniques
 BG2334.and have an estimated accuracy of +/- 3 meters.
 BG2334
 BG2334.The orthometric height was determined by differential leveling and
 BG2334.adjusted by the NATIONAL GEODETIC SURVEY
 BG2334.in June 1991.
 BG2334
 BG2334.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2334.GEOID18 height accuracy estimate available here.
 BG2334
 BG2334.Click photographs - Photos may exist for this station.
 BG2334
 BG2334.The dynamic height is computed by dividing the NAVD 88
 BG2334.geopotential number by the normal gravity value computed on the
 BG2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2334.degrees latitude (g = 980.6199 gals.).
 BG2334
 BG2334.The modeled gravity was interpolated from observed gravity values.
 BG2334
 BG2334;                    North         East    Units  Estimated Accuracy
 BG2334;SPC FL N     -   142,714.0     454,820.5     MT  (+/- 3 meters HH1 GPS) 
 BG2334
 BG2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9531150096(NAD 83)
 BG2334
 BG2334                          SUPERSEDED SURVEY CONTROL
 BG2334
 BG2334.No superseded survey control is available for this station.
 BG2334
 BG2334_MARKER: DD = SURVEY DISK
 BG2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2334_STAMPING: 60 76 A33 RM NO 2
 BG2334_MARK LOGO: FLDT
 BG2334_PROJECTION: RECESSED 10 CENTIMETERS
 BG2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2334+STABILITY: SURFACE MOTION
 BG2334
 BG2334  HISTORY     - Date     Condition        Report By
 BG2334  HISTORY     - 1976     MONUMENTED       FLDT
 BG2334  HISTORY     - 1976     GOOD             FLDT
 BG2334  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2334
 BG2334                          STATION DESCRIPTION
 BG2334
 BG2334'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2334'8.2 MI W FROM WEST PANAMA CITY BEACH.
 BG2334'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2334'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2334'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.2 MILES TO STATE ROUTE 30A AND
 BG2334'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE
 BG2334'MONUMENT 4 INCHES BELOW THE GROUND.  IT IS 26.5 FEET NORTH OF CENTER
 BG2334'OF STATE ROUTE 30A, 18.0 FEET WEST-SOUTHWEST OF A POWER POLE, 2.9 FEET
 BG2334'SOUTH OF A PALM TREE AND 2.1 FEET SOUTH OF A METAL WITNESS POST.
 BG2334'SECTION 36, T 3S, R18W.
 BG2334
 BG2334                          STATION RECOVERY (1991)
 BG2334
 BG2334'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2334'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2375 ***********************************************************************
 BG2375  DESIGNATION -  60 76 A34
 BG2375  PID         -  BG2375
 BG2375  STATE/COUNTY-  FL/WALTON
 BG2375  COUNTRY     -  US
 BG2375  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2375
 BG2375                         *CURRENT SURVEY CONTROL
 BG2375  ______________________________________________________________________
 BG2375* NAD 83(1990) POSITION- 30 16 55.28308(N) 086 00 45.44517(W)   ADJUSTED
 BG2375* NAVD 88 ORTHO HEIGHT -    10.263 (meters)       33.67  (feet) ADJUSTED
 BG2375  ______________________________________________________________________
 BG2375  GEOID HEIGHT    -        -27.620 (meters)                     GEOID18
 BG2375  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 BG2375  DYNAMIC HEIGHT  -         10.249 (meters)       33.63  (feet) COMP
 BG2375  MODELED GRAVITY -    979,323.8   (mgal)                       NAVD 88
 BG2375
 BG2375  HORZ ORDER      -  SECOND
 BG2375  VERT ORDER      -  SECOND    CLASS II
 BG2375
 BG2375.The horizontal coordinates were established by classical geodetic methods
 BG2375.and adjusted by the National Geodetic Survey in May 1991.
 BG2375
 BG2375.The orthometric height was determined by differential leveling and
 BG2375.adjusted by the NATIONAL GEODETIC SURVEY
 BG2375.in June 1991.
 BG2375
 BG2375.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2375.GEOID18 height accuracy estimate available here.
 BG2375
 BG2375.Click photographs - Photos may exist for this station.
 BG2375
 BG2375.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2375
 BG2375.The dynamic height is computed by dividing the NAVD 88
 BG2375.geopotential number by the normal gravity value computed on the
 BG2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2375.degrees latitude (g = 980.6199 gals.).
 BG2375
 BG2375.The modeled gravity was interpolated from observed gravity values.
 BG2375
 BG2375. The following values were computed from the NAD 83(1990) position.
 BG2375
 BG2375;                    North         East     Units Scale Factor Converg.
 BG2375;SPC FL N     -   143,074.569   454,478.494   MT  0.99995043   -0 45 36.5
 BG2375;SPC FL N     -   469,403.82  1,491,068.19   sFT  0.99995043   -0 45 36.5
 BG2375;UTM  16      - 3,350,449.094   594,962.069   MT  0.99971125   +0 29 52.5
 BG2375
 BG2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2375!SPC FL N     -   1.00000273  x   0.99995043  =   0.99995316
 BG2375!UTM  16      -   1.00000273  x   0.99971125  =   0.99971398
 BG2375
 BG2375:                Primary Azimuth Mark                     Grid Az
 BG2375:SPC FL N     -  60 76 A33                                135 49 53.8
 BG2375:UTM  16      -  60 76 A33                                134 34 24.8
 BG2375
 BG2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9496250449(NAD 83)
 BG2375
 BG2375|---------------------------------------------------------------------|
 BG2375| PID    Reference Object                     Distance      Geod. Az  |
 BG2375|                                                           dddmmss.s |
 BG2375| BG2374 60 76 A33                           APPROX. 0.5 KM 1350417.3 |
 BG2375| BG2398 60 76 A34 RM 1                       13.431 METERS 19033     |
 BG2375| BG2335 60 76 A34 RM 2                       12.839 METERS 27313     |
 BG2375|---------------------------------------------------------------------|
 BG2375
 BG2375                          SUPERSEDED SURVEY CONTROL
 BG2375
 BG2375  NAD 83(1986)-  30 16 55.29512(N)    086 00 45.45400(W) AD(       ) 2
 BG2375  NAD 27      -  30 16 54.56993(N)    086 00 45.67631(W) AD(       ) 2
 BG2375  NGVD 29 (07/19/86)   10.46   (m)           34.3    (f) LEVELING    3  
 BG2375
 BG2375.Superseded values are not recommended for survey control.
 BG2375
 BG2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2375.See file dsdata.pdf to determine how the superseded data were derived.
 BG2375
 BG2375_MARKER: DD = SURVEY DISK
 BG2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2375_STAMPING: 60 76 A34
 BG2375_MARK LOGO: FLDNR
 BG2375_PROJECTION: RECESSED 10 CENTIMETERS
 BG2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2375+STABILITY: SURFACE MOTION
 BG2375
 BG2375  HISTORY     - Date     Condition        Report By
 BG2375  HISTORY     - 1976     MONUMENTED       FLDT
 BG2375  HISTORY     - 1976     GOOD             FLDT
 BG2375  HISTORY     - 19910510 GOOD             USPSQD
 BG2375  HISTORY     - 19970424 GOOD             USPSQD
 BG2375
 BG2375                          STATION DESCRIPTION
 BG2375
 BG2375'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2375'STATION IS LOCATED ABOUT 14 MILES SOUTHEAST OF SANTA ROSA BEACH
 BG2375'AND ABOUT 22 MILES WEST-NORTHWEST OF PANAMA CITY ON THE SOUTHWEST
 BG2375'SIDE OF U.S. ROUTE 98.
 BG2375'
 BG2375'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2375'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2375'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98 FOR
 BG2375'1.25 MILES TO WALTON-BAY COUNTY LINE.  CONTINUE WESTERLY ON
 BG2375'U.S. ROUTE 98 FOR 1.25 MILES TO STATION ON THE LEFT, ON THE
 BG2375'OUTSIDE OF A CURVE.
 BG2375'
 BG2375'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2375'RESOURCES BRASS DISK, STAMPED 60 76 A34, SET IN THE TOP OF A
 BG2375'ROUND CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND.  IT
 BG2375'IS 4.6 FEET WEST-SOUTHWEST OF A HIGHWAY SIGN POST, 26.2 FEET
 BG2375'WEST-SOUTHWEST OF CENTERLINE OF U.S. ROUTE 98, 33.5 FEET
 BG2375'EAST-NORTHEAST OF A METAL WITNESS POST AND 72.4 FEET
 BG2375'WEST-SOUTHWEST AND ACROSS HIGHWAY OF A POWER POLE.
 BG2375'
 BG2375'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2375'TRANSPORTATION BRASS DISK, STAMPED 60 76 A34 RM NO 1, SET IN THE
 BG2375'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2375'THE GROUND.  IT IS 0.9 FOOT EAST-NORTHEAST OF A METAL WITNESS
 BG2375'POST, 47.4 FEET SOUTHWEST OF A HIGHWAY SIGN POST AND 58.6 FEET
 BG2375'WEST-SOUTHWEST OF CENTERLINE OF U.S. ROUTE 98.
 BG2375'
 BG2375'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2375'TRANSPORTATION BRASS DISK, STAMPED 60 76 A34 RM NO 2, SET IN THE
 BG2375'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH BELOW
 BG2375'THE GROUND.  IT IS 1.1 FEET NORTHEAST OF A METAL WITNESS POST,
 BG2375'45.4 FEET WEST OF A HIGHWAY SIGN POST AND 58.0 FEET
 BG2375'WEST-SOUTHWEST OF CENTERLINE OF U.S. ROUTE 98.
 BG2375
 BG2375                          STATION RECOVERY (1976)
 BG2375
 BG2375'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2375'8.5 MI W FROM WEST PANAMA CITY BEACH.
 BG2375'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2375'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2375'GO WEST ON U.S. ROUTE 98 FOR ABOUT 1.25 MILES TO WALTON-BAY COUNTY
 BG2375'LINE.  CONTINUE WEST ON U.S. ROUTE 98 FOR ABOUT 1.25 MILES AND STATION
 BG2375'MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 4 INCHES
 BG2375'BELOW THE GROUND.  IT IS 72.4 FEET WEST-SOUTHWEST AND ACROSS THE
 BG2375'HIGHWAY FROM POWER POLE, 33.5 FEET NORTHEAST OF A METAL WITNESS POST,
 BG2375'26.2 FEET SOUTHWEST OF CENTER OF U.S. ROUTE 98 AND 4.6 FEET SOUTHWEST
 BG2375'OF A HIGHWAY SIGN POST.  SECTION 35, T 3S, R 18W.
 BG2375
 BG2375                          STATION RECOVERY (1991)
 BG2375
 BG2375'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2375'RECOVERED IN GOOD CONDITION.
 BG2375
 BG2375                          STATION RECOVERY (1997)
 BG2375
 BG2375'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2375'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2398 ***********************************************************************
 BG2398  DESIGNATION -  60 76 A34 RM 1
 BG2398  PID         -  BG2398
 BG2398  STATE/COUNTY-  FL/WALTON
 BG2398  COUNTRY     -  US
 BG2398  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2398
 BG2398                         *CURRENT SURVEY CONTROL
 BG2398  ______________________________________________________________________
 BG2398* NAD 83(1986) POSITION- 30 16 54.85   (N) 086 00 45.54   (W)   HD_HELD1
 BG2398* NAVD 88 ORTHO HEIGHT -     9.784 (meters)       32.10  (feet) ADJUSTED
 BG2398  ______________________________________________________________________
 BG2398  GEOID HEIGHT    -        -27.620 (meters)                     GEOID18
 BG2398  DYNAMIC HEIGHT  -          9.771 (meters)       32.06  (feet) COMP
 BG2398  MODELED GRAVITY -    979,323.8   (mgal)                       NAVD 88
 BG2398
 BG2398  VERT ORDER      -  SECOND    CLASS II
 BG2398
 BG2398.The horizontal coordinates were determined by differentially corrected
 BG2398.hand held GPS observations or other comparable positioning techniques
 BG2398.and have an estimated accuracy of +/- 3 meters.
 BG2398
 BG2398.The orthometric height was determined by differential leveling and
 BG2398.adjusted by the NATIONAL GEODETIC SURVEY
 BG2398.in June 1991.
 BG2398
 BG2398.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2398.GEOID18 height accuracy estimate available here.
 BG2398
 BG2398.Click photographs - Photos may exist for this station.
 BG2398
 BG2398.The dynamic height is computed by dividing the NAVD 88
 BG2398.geopotential number by the normal gravity value computed on the
 BG2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2398.degrees latitude (g = 980.6199 gals.).
 BG2398
 BG2398.The modeled gravity was interpolated from observed gravity values.
 BG2398
 BG2398;                    North         East    Units  Estimated Accuracy
 BG2398;SPC FL N     -   143,061.3     454,475.8     MT  (+/- 3 meters HH1 GPS) 
 BG2398
 BG2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9495950435(NAD 83)
 BG2398
 BG2398                          SUPERSEDED SURVEY CONTROL
 BG2398
 BG2398.No superseded survey control is available for this station.
 BG2398
 BG2398_MARKER: DD = SURVEY DISK
 BG2398_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2398_STAMPING: 60 76 A34 RM NO1
 BG2398_MARK LOGO: FLDT
 BG2398_PROJECTION: RECESSED 3 CENTIMETERS
 BG2398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2398
 BG2398  HISTORY     - Date     Condition        Report By
 BG2398  HISTORY     - 1976     MONUMENTED       FLDT
 BG2398  HISTORY     - 1976     GOOD             FLDT
 BG2398  HISTORY     - 19910510 GOOD             USPSQD
 BG2398
 BG2398                          STATION DESCRIPTION
 BG2398
 BG2398'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2398'8.5 MI W FROM WEST PANAMA CITY BEACH.
 BG2398'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2398'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2398'GO WEST ON U.S. ROUTE 98 FOR 1.25 MILES TO WALTON-BAY COUNTY LINE.
 BG2398'CONTINUE WEST ON U.S. ROUTE 98 FOR 1.25 MILES AND REFERENCE MARK.
 BG2398'WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 1 INCH
 BG2398'BELOW THE GROUND.  IT IS 58.6 FEET SOUTHWEST OF CENTER OF U.S. ROUTE
 BG2398'98, 47.4 FEET SOUTHWEST OF A HIGHWAY SIGN POST, 0.9 FEET NORTHEAST OF
 BG2398'A METAL WITNESS POST.  SECTION 35, T 3S, R 18W.
 BG2398
 BG2398                          STATION RECOVERY (1991)
 BG2398
 BG2398'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2398'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2335 ***********************************************************************
 BG2335  DESIGNATION -  60 76 A34 RM 2
 BG2335  PID         -  BG2335
 BG2335  STATE/COUNTY-  FL/WALTON
 BG2335  COUNTRY     -  US
 BG2335  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2335
 BG2335                         *CURRENT SURVEY CONTROL
 BG2335  ______________________________________________________________________
 BG2335* NAD 83(1986) POSITION- 30 16 55.31   (N) 086 00 45.92   (W)   HD_HELD1
 BG2335* NAVD 88 ORTHO HEIGHT -     9.905 (meters)       32.50  (feet) ADJUSTED
 BG2335  ______________________________________________________________________
 BG2335  GEOID HEIGHT    -        -27.620 (meters)                     GEOID18
 BG2335  DYNAMIC HEIGHT  -          9.892 (meters)       32.45  (feet) COMP
 BG2335  MODELED GRAVITY -    979,323.8   (mgal)                       NAVD 88
 BG2335
 BG2335  VERT ORDER      -  SECOND    CLASS II
 BG2335
 BG2335.The horizontal coordinates were determined by differentially corrected
 BG2335.hand held GPS observations or other comparable positioning techniques
 BG2335.and have an estimated accuracy of +/- 3 meters.
 BG2335
 BG2335.The orthometric height was determined by differential leveling and
 BG2335.adjusted by the NATIONAL GEODETIC SURVEY
 BG2335.in June 1991.
 BG2335
 BG2335.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2335.GEOID18 height accuracy estimate available here.
 BG2335
 BG2335.Click photographs - Photos may exist for this station.
 BG2335
 BG2335.The dynamic height is computed by dividing the NAVD 88
 BG2335.geopotential number by the normal gravity value computed on the
 BG2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2335.degrees latitude (g = 980.6199 gals.).
 BG2335
 BG2335.The modeled gravity was interpolated from observed gravity values.
 BG2335
 BG2335;                    North         East    Units  Estimated Accuracy
 BG2335;SPC FL N     -   143,075.6     454,465.8     MT  (+/- 3 meters HH1 GPS) 
 BG2335
 BG2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9494950449(NAD 83)
 BG2335
 BG2335                          SUPERSEDED SURVEY CONTROL
 BG2335
 BG2335.No superseded survey control is available for this station.
 BG2335
 BG2335_MARKER: DD = SURVEY DISK
 BG2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2335_STAMPING: 60 76 A34 RM NO 2
 BG2335_MARK LOGO: FLDT
 BG2335_PROJECTION: RECESSED 3 CENTIMETERS
 BG2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2335+STABILITY: SURFACE MOTION
 BG2335
 BG2335  HISTORY     - Date     Condition        Report By
 BG2335  HISTORY     - 1976     MONUMENTED       FLDT
 BG2335  HISTORY     - 1976     GOOD             FLDT
 BG2335  HISTORY     - 19910510 GOOD             USPSQD
 BG2335
 BG2335                          STATION DESCRIPTION
 BG2335
 BG2335'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2335'8.5 MI W FROM WEST PANAMA CITY BEACH.
 BG2335'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2335'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2335'GO WEST ON U.S. ROUTE 98 FOR ABOUT 1.25 MILES TO WALTON-BAY COUNTY
 BG2335'LINE.  CONTINUE WEST ON U.S. 98 FOR ABOUT 1.25 MILES AND REFERENCE
 BG2335'MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT
 BG2335'1 INCH BELOW THE GROUND.  IT IS 58.0 FEET SOUTHWEST OF CENTER OF U.S.
 BG2335'ROUTE 98, 45.4 FEET WEST OF A HIGHWAY SIGN POST AND 1.1 FEET NORTHEAST
 BG2335'OF A METAL WITNESS POST.  SECTION 35, T 3S, R18W.
 BG2335
 BG2335                          STATION RECOVERY (1991)
 BG2335
 BG2335'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2335'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2376 ***********************************************************************
 BG2376  DESIGNATION -  60 76 A35
 BG2376  PID         -  BG2376
 BG2376  STATE/COUNTY-  FL/WALTON
 BG2376  COUNTRY     -  US
 BG2376  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2376
 BG2376                         *CURRENT SURVEY CONTROL
 BG2376  ______________________________________________________________________
 BG2376* NAD 83(1990) POSITION- 30 17 30.04207(N) 086 01 15.46863(W)   ADJUSTED
 BG2376* NAVD 88 ORTHO HEIGHT -     7.315 (meters)       24.00  (feet) ADJUSTED
 BG2376  ______________________________________________________________________
 BG2376  GEOID HEIGHT    -        -27.620 (meters)                     GEOID18
 BG2376  LAPLACE CORR    -         -1.05  (seconds)                    DEFLEC18
 BG2376  DYNAMIC HEIGHT  -          7.305 (meters)       23.97  (feet) COMP
 BG2376  MODELED GRAVITY -    979,324.8   (mgal)                       NAVD 88
 BG2376
 BG2376  HORZ ORDER      -  SECOND
 BG2376  VERT ORDER      -  SECOND    CLASS II
 BG2376
 BG2376.The horizontal coordinates were established by classical geodetic methods
 BG2376.and adjusted by the National Geodetic Survey in May 1991.
 BG2376
 BG2376.The orthometric height was determined by differential leveling and
 BG2376.adjusted by the NATIONAL GEODETIC SURVEY
 BG2376.in June 1991.
 BG2376
 BG2376.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2376.GEOID18 height accuracy estimate available here.
 BG2376
 BG2376.Click photographs - Photos may exist for this station.
 BG2376
 BG2376.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2376
 BG2376.The dynamic height is computed by dividing the NAVD 88
 BG2376.geopotential number by the normal gravity value computed on the
 BG2376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2376.degrees latitude (g = 980.6199 gals.).
 BG2376
 BG2376.The modeled gravity was interpolated from observed gravity values.
 BG2376
 BG2376. The following values were computed from the NAD 83(1990) position.
 BG2376
 BG2376;                    North         East     Units Scale Factor Converg.
 BG2376;SPC FL N     -   144,155.452   453,690.486   MT  0.99995078   -0 45 51.6
 BG2376;SPC FL N     -   472,950.01  1,488,482.87   sFT  0.99995078   -0 45 51.6
 BG2376;UTM  16      - 3,351,512.159   594,150.714   MT  0.99970936   +0 29 37.9
 BG2376
 BG2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2376!SPC FL N     -   1.00000319  x   0.99995078  =   0.99995397
 BG2376!UTM  16      -   1.00000319  x   0.99970936  =   0.99971255
 BG2376
 BG2376:                Primary Azimuth Mark                     Grid Az
 BG2376:SPC FL N     -  60 76 A34                                143 54 23.1
 BG2376:UTM  16      -  60 76 A34                                142 38 53.6
 BG2376
 BG2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9415051512(NAD 83)
 BG2376
 BG2376|---------------------------------------------------------------------|
 BG2376| PID    Reference Object                     Distance      Geod. Az  |
 BG2376|                                                           dddmmss.s |
 BG2376| BG2336 60 76 A35 RM 2                       12.350 METERS 01140     |
 BG2376| BG2399 60 76 A35 RM 1                       13.583 METERS 09857     |
 BG2376| BG2375 60 76 A34                           APPROX. 1.3 KM 1430831.5 |
 BG2376|---------------------------------------------------------------------|
 BG2376
 BG2376                          SUPERSEDED SURVEY CONTROL
 BG2376
 BG2376  NAD 83(1986)-  30 17 30.05420(N)    086 01 15.47733(W) AD(       ) 2
 BG2376  NAD 27      -  30 17 29.32993(N)    086 01 15.69891(W) AD(       ) 2
 BG2376  NGVD 29 (07/19/86)    7.51   (m)           24.6    (f) LEVELING    3  
 BG2376
 BG2376.Superseded values are not recommended for survey control.
 BG2376
 BG2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2376.See file dsdata.pdf to determine how the superseded data were derived.
 BG2376
 BG2376_MARKER: DD = SURVEY DISK
 BG2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2376_STAMPING: 60 76 A35
 BG2376_MARK LOGO: FLDNR
 BG2376_PROJECTION: RECESSED 5 CENTIMETERS
 BG2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2376+STABILITY: SURFACE MOTION
 BG2376
 BG2376  HISTORY     - Date     Condition        Report By
 BG2376  HISTORY     - 1976     MONUMENTED       FLDT
 BG2376  HISTORY     - 1976     GOOD             FLDT
 BG2376  HISTORY     - 19910510 GOOD             USPSQD
 BG2376  HISTORY     - 19970424 MARK NOT FOUND   USPSQD
 BG2376
 BG2376                          STATION DESCRIPTION
 BG2376
 BG2376'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2376'STATION IS LOCATED ABOUT 13-1/2 MILES EAST-SOUTHEAST OF SANTA
 BG2376'ROSA BEACH AND ABOUT 23 MILES WEST-NORTHWEST OF PANAMA CITY ON
 BG2376'THE NORTHEAST SIDE OF U.S. ROUTE 98.
 BG2376'
 BG2376'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2376'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2376'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98
 BG2376'FOR 1.25 MILES TO BAY-WALTON COUNTY LINE.  CONTINUE WESTERLY ON
 BG2376'U.S. ROUTE 98 FOR 2.05 MILES TO STATION ON THE LEFT.
 BG2376'
 BG2376'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2376'RESOURCES BRASS DISK, STAMPED 60 76 A35, SET IN THE TOP OF A ROUND
 BG2376'CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS 19.3
 BG2376'FEET NORTHEAST OF CENTERLINE OF U.S. ROUTE 98 AND 28.6 FEET
 BG2376'SOUTHWEST OF A METAL WITNESS POST.
 BG2376'
 BG2376'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2376'TRANSPORTATION BRASS DISK, STAMPED 60 76 A35 RM NO 1, SET IN THE
 BG2376'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BG2376'THE GROUND.  IT IS 1.8 FEET SOUTHWEST OF A METAL WITNESS POST AND
 BG2376'49.7 FEET NORTHEAST OF CENTERLINE OF U.S. ROUTE 98.
 BG2376'
 BG2376'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2376'TRANSPORTATION BRASS DISK, STAMPED 60 76 A35 RM NO 2, SET IN THE
 BG2376'TOP OF A ROUND CONCRETE MONUMENT THAT IS 1 INCH BELOW THE
 BG2376'GROUND.  IT IS 1.8 FEET SOUTHWEST OF A METAL WITNESS POST AND
 BG2376'49.7 FEET NORTHEAST OF CENTERLINE OF U.S. ROUTE 98.
 BG2376
 BG2376                          STATION RECOVERY (1976)
 BG2376
 BG2376'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2376'9.3 MI W FROM WEST PANAMA CITY BEACH.
 BG2376'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2376'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2376'GO WEST ON U.S. ROUTE 98 FOR ABOUT 1.25 MILES TO WALTON-BAY COUNTY
 BG2376'LINE.  CONTINUE WEST ON U.S. ROUTE 98 FOR ABOUT 2.05 MILES AND
 BG2376'STATION.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT IS
 BG2376'2 INCHES BELOW THE GROUND.  IT IS 28.6 FEET SOUTHWEST OF A METAL
 BG2376'WITNESS POST AND 19.3 FEET NORTHEAST OF CENTER OF U.S. ROUTE 98.
 BG2376'SECTION 26, T 2S, R 18W.
 BG2376
 BG2376                          STATION RECOVERY (1991)
 BG2376
 BG2376'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2376'RECOVERED IN GOOD CONDITION.
 BG2376
 BG2376                          STATION RECOVERY (1997)
 BG2376
 BG2376'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2376'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2399 ***********************************************************************
 BG2399  DESIGNATION -  60 76 A35 RM 1
 BG2399  PID         -  BG2399
 BG2399  STATE/COUNTY-  FL/WALTON
 BG2399  COUNTRY     -  US
 BG2399  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2399
 BG2399                         *CURRENT SURVEY CONTROL
 BG2399  ______________________________________________________________________
 BG2399* NAD 83(1986) POSITION- 30 17 29.97   (N) 086 01 14.97   (W)   HD_HELD1
 BG2399* NAVD 88 ORTHO HEIGHT -     7.215 (meters)       23.67  (feet) ADJUSTED
 BG2399  ______________________________________________________________________
 BG2399  GEOID HEIGHT    -        -27.621 (meters)                     GEOID18
 BG2399  DYNAMIC HEIGHT  -          7.205 (meters)       23.64  (feet) COMP
 BG2399  MODELED GRAVITY -    979,324.9   (mgal)                       NAVD 88
 BG2399
 BG2399  VERT ORDER      -  SECOND    CLASS II
 BG2399
 BG2399.The horizontal coordinates were determined by differentially corrected
 BG2399.hand held GPS observations or other comparable positioning techniques
 BG2399.and have an estimated accuracy of +/- 3 meters.
 BG2399
 BG2399.The orthometric height was determined by differential leveling and
 BG2399.adjusted by the NATIONAL GEODETIC SURVEY
 BG2399.in June 1991.
 BG2399
 BG2399.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2399.GEOID18 height accuracy estimate available here.
 BG2399
 BG2399.Click photographs - Photos may exist for this station.
 BG2399
 BG2399.The dynamic height is computed by dividing the NAVD 88
 BG2399.geopotential number by the normal gravity value computed on the
 BG2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2399.degrees latitude (g = 980.6199 gals.).
 BG2399
 BG2399.The modeled gravity was interpolated from observed gravity values.
 BG2399
 BG2399;                    North         East    Units  Estimated Accuracy
 BG2399;SPC FL N     -   144,153.1     453,703.8     MT  (+/- 3 meters HH1 GPS) 
 BG2399
 BG2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9416451510(NAD 83)
 BG2399
 BG2399                          SUPERSEDED SURVEY CONTROL
 BG2399
 BG2399.No superseded survey control is available for this station.
 BG2399
 BG2399_MARKER: DD = SURVEY DISK
 BG2399_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2399_STAMPING: 60 76 A35 RM NO 1
 BG2399_MARK LOGO: FLDT
 BG2399_PROJECTION: RECESSED 5 CENTIMETERS
 BG2399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2399
 BG2399  HISTORY     - Date     Condition        Report By
 BG2399  HISTORY     - 1976     MONUMENTED       FLDT
 BG2399  HISTORY     - 1976     GOOD             FLDT
 BG2399  HISTORY     - 19910510 GOOD             USPSQD
 BG2399
 BG2399                          STATION DESCRIPTION
 BG2399
 BG2399'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2399'9.3 MI W FROM WEST PANAMA CITY BEACH.
 BG2399'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2399'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2399'GO WEST ON U.S. ROUTE 98 FOR ABOUT 1.25 MILES TO WALTON-BAY COUNTY
 BG2399'LINE.  CONTINUE WEST ON U.S. ROUTE 98 FOR ABOUT 2.05 MILES AND
 BG2399'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH SQUARE
 BG2399'CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS 49.7 FEET
 BG2399'NORTHEAST OF CENTER OF U.S. ROUTE 98 AND 1.8 FEET SOUTHWEST OF A METAL
 BG2399'WITNESS POST.  SECTION 26, T 2S, R 18W.
 BG2399
 BG2399                          STATION RECOVERY (1991)
 BG2399
 BG2399'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2399'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2336 ***********************************************************************
 BG2336  DESIGNATION -  60 76 A35 RM 2
 BG2336  PID         -  BG2336
 BG2336  STATE/COUNTY-  FL/WALTON
 BG2336  COUNTRY     -  US
 BG2336  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2336
 BG2336                         *CURRENT SURVEY CONTROL
 BG2336  ______________________________________________________________________
 BG2336* NAD 83(1986) POSITION- 30 17 30.43   (N) 086 01 15.38   (W)   HD_HELD1
 BG2336* NAVD 88 ORTHO HEIGHT -     7.388 (meters)       24.24  (feet) ADJUSTED
 BG2336  ______________________________________________________________________
 BG2336  GEOID HEIGHT    -        -27.621 (meters)                     GEOID18
 BG2336  DYNAMIC HEIGHT  -          7.378 (meters)       24.21  (feet) COMP
 BG2336  MODELED GRAVITY -    979,324.9   (mgal)                       NAVD 88
 BG2336
 BG2336  VERT ORDER      -  SECOND    CLASS II
 BG2336
 BG2336.The horizontal coordinates were determined by differentially corrected
 BG2336.hand held GPS observations or other comparable positioning techniques
 BG2336.and have an estimated accuracy of +/- 3 meters.
 BG2336
 BG2336.The orthometric height was determined by differential leveling and
 BG2336.adjusted by the NATIONAL GEODETIC SURVEY
 BG2336.in June 1991.
 BG2336
 BG2336.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2336.GEOID18 height accuracy estimate available here.
 BG2336
 BG2336.Click photographs - Photos may exist for this station.
 BG2336
 BG2336.The dynamic height is computed by dividing the NAVD 88
 BG2336.geopotential number by the normal gravity value computed on the
 BG2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2336.degrees latitude (g = 980.6199 gals.).
 BG2336
 BG2336.The modeled gravity was interpolated from observed gravity values.
 BG2336
 BG2336;                    North         East    Units  Estimated Accuracy
 BG2336;SPC FL N     -   144,167.4     453,693.0     MT  (+/- 3 meters HH1 GPS) 
 BG2336
 BG2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9415251524(NAD 83)
 BG2336
 BG2336                          SUPERSEDED SURVEY CONTROL
 BG2336
 BG2336.No superseded survey control is available for this station.
 BG2336
 BG2336_MARKER: DD = SURVEY DISK
 BG2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2336_STAMPING: 60 76 A35 RM NO 2
 BG2336_MARK LOGO: FLDT
 BG2336_PROJECTION: RECESSED 3 CENTIMETERS
 BG2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2336+STABILITY: SURFACE MOTION
 BG2336
 BG2336  HISTORY     - Date     Condition        Report By
 BG2336  HISTORY     - 1976     MONUMENTED       FLDT
 BG2336  HISTORY     - 1976     GOOD             FLDT
 BG2336  HISTORY     - 19910510 GOOD             USPSQD
 BG2336
 BG2336                          STATION DESCRIPTION
 BG2336
 BG2336'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2336'9.3 MI W FROM WEST PANAMA CITY BEACH.
 BG2336'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2336'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2336'GO WEST ON U.S. ROUTE 98 FOR ABOUT 1.25 MILES TO WALTON-BAY COUNTY
 BG2336'LINE.  CONTINUE WEST ON U.S. ROUTE 98 FOR ABOUT 2.05 MILES AND
 BG2336'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BG2336'THAT IS 1 INCH BELOW THE GROUND.  IT IS 49.7 FEET NORTHEAST OF CENTER
 BG2336'OF U.S. ROUTE 98 AND 1.8 FEET SOUTHWEST OF A METAL WITNESS POST.
 BG2336'SECTION 26, T 2S, R 18W.
 BG2336
 BG2336                          STATION RECOVERY (1991)
 BG2336
 BG2336'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2336'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2377 ***********************************************************************
 BG2377  DESIGNATION -  60 76 A36
 BG2377  PID         -  BG2377
 BG2377  STATE/COUNTY-  FL/WALTON
 BG2377  COUNTRY     -  US
 BG2377  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2377
 BG2377                         *CURRENT SURVEY CONTROL
 BG2377  ______________________________________________________________________
 BG2377* NAD 83(1990) POSITION- 30 16 41.41748(N) 086 00 28.93157(W)   ADJUSTED
 BG2377* NAVD 88 ORTHO HEIGHT -     9.118 (meters)       29.91  (feet) ADJUSTED
 BG2377  ______________________________________________________________________
 BG2377  GEOID HEIGHT    -        -27.621 (meters)                     GEOID18
 BG2377  LAPLACE CORR    -         -1.03  (seconds)                    DEFLEC18
 BG2377  DYNAMIC HEIGHT  -          9.106 (meters)       29.88  (feet) COMP
 BG2377  MODELED GRAVITY -    979,323.4   (mgal)                       NAVD 88
 BG2377
 BG2377  HORZ ORDER      -  SECOND
 BG2377  VERT ORDER      -  SECOND    CLASS II
 BG2377
 BG2377.The horizontal coordinates were established by classical geodetic methods
 BG2377.and adjusted by the National Geodetic Survey in May 1991.
 BG2377
 BG2377.The orthometric height was determined by differential leveling and
 BG2377.adjusted by the NATIONAL GEODETIC SURVEY
 BG2377.in June 1991.
 BG2377
 BG2377.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2377.GEOID18 height accuracy estimate available here.
 BG2377
 BG2377.Click photographs - Photos may exist for this station.
 BG2377
 BG2377.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2377
 BG2377.The dynamic height is computed by dividing the NAVD 88
 BG2377.geopotential number by the normal gravity value computed on the
 BG2377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2377.degrees latitude (g = 980.6199 gals.).
 BG2377
 BG2377.The modeled gravity was interpolated from observed gravity values.
 BG2377
 BG2377. The following values were computed from the NAD 83(1990) position.
 BG2377
 BG2377;                    North         East     Units Scale Factor Converg.
 BG2377;SPC FL N     -   142,641.809   454,914.123   MT  0.99995030   -0 45 28.2
 BG2377;SPC FL N     -   467,984.00  1,492,497.42   sFT  0.99995030   -0 45 28.2
 BG2377;UTM  16      - 3,350,026.104   595,406.988   MT  0.99971230   +0 30 00.7
 BG2377
 BG2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2377!SPC FL N     -   1.00000291  x   0.99995030  =   0.99995321
 BG2377!UTM  16      -   1.00000291  x   0.99971230  =   0.99971520
 BG2377
 BG2377:                Primary Azimuth Mark                     Grid Az
 BG2377:SPC FL N     -  60 76 A34                                314 48 38.6
 BG2377:UTM  16      -  60 76 A34                                313 33 09.7
 BG2377
 BG2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9540650026(NAD 83)
 BG2377
 BG2377|---------------------------------------------------------------------|
 BG2377| PID    Reference Object                     Distance      Geod. Az  |
 BG2377|                                                           dddmmss.s |
 BG2377| BG2400 60 76 A36 RM 1                        7.794 METERS 03552     |
 BG2377| BG2378 60 76 A37                           389.780 METERS 18203     |
 BG2377| BG2337 60 76 A36 RM 2                       10.010 METERS 27046     |
 BG2377| BG2375 60 76 A34                           APPROX. 0.6 KM 3140310.4 |
 BG2377|---------------------------------------------------------------------|
 BG2377
 BG2377                          SUPERSEDED SURVEY CONTROL
 BG2377
 BG2377  NAD 83(1986)-  30 16 41.42945(N)    086 00 28.94043(W) AD(       ) 2
 BG2377  NAD 27      -  30 16 40.70393(N)    086 00 29.16316(W) AD(       ) 2
 BG2377  NGVD 29 (07/19/86)    9.31   (m)           30.5    (f) LEVELING    3  
 BG2377
 BG2377.Superseded values are not recommended for survey control.
 BG2377
 BG2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2377.See file dsdata.pdf to determine how the superseded data were derived.
 BG2377
 BG2377_MARKER: DD = SURVEY DISK
 BG2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2377_STAMPING: 60 76 A36
 BG2377_MARK LOGO: FLDNR
 BG2377_PROJECTION: RECESSED 8 CENTIMETERS
 BG2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2377+STABILITY: SURFACE MOTION
 BG2377
 BG2377  HISTORY     - Date     Condition        Report By
 BG2377  HISTORY     - 1976     MONUMENTED       FLDT
 BG2377  HISTORY     - 1976     GOOD             FLDT
 BG2377  HISTORY     - 19910510 GOOD             USPSQD
 BG2377  HISTORY     - 19970113 GOOD             USPSQD
 BG2377
 BG2377                          STATION DESCRIPTION
 BG2377
 BG2377'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2377'STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2377'BEACH AND ABOUT 22 MILES WEST-NORTHWEST OF PANAMA CITY, NEAR THE
 BG2377'INTERSECTION OF WALL STREET AND U.S. ROUTE 98 ON THE EAST SIDE OF
 BG2377'WALL STREET.
 BG2377'
 BG2377'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2377'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BG2377'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98
 BG2377'FOR 2.15 MILES TO WALL STREET LEFT.  TURN LEFT ON WALL STREET AND
 BG2377'GO SOUTH FOR ABOUT 100 FEET TO STATION ON THE LEFT.
 BG2377'
 BG2377'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BG2377'RESOURCES BRASS DISK, STAMPED 60 76 A36, SET IN THE TOP OF A
 BG2377'ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS
 BG2377'11.5 FEET EAST OF CENTER OF WALL STREET, 18.7 FEET WEST OF A CHAIN
 BG2377'LINK FENCE, 26.5 FEET NORTH-NORTHWEST OF NORTH END OF A PIPE
 BG2377'CULVERT, 28.0 FEET SOUTHWEST OF NORTHWEST CORNER OF CHAIN LINK
 BG2377'FENCE, 51.9 FEET SOUTHEAST OF A FIRE PLUG AND 96.0 FEET SOUTH
 BG2377'OF JUNCTION OF WALL STREET AND U.S. ROUTE 98.
 BG2377'
 BG2377'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2377'TRANSPORTATION BRASS DISK, STAMPED 60 76 A36 RM NO 1, SET IN THE
 BG2377'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BG2377'GROUND.  IT IS 1.8 FEET WEST OF A METAL WITNESS POST, 3.9 FEET
 BG2377'WEST OF NORTHWEST CORNER OF A CHAIN LINK FENCE, 26.0 FEET EAST
 BG2377'OF CENTER OF WALL STREET AND 52.4 FEET SOUTHWEST OF CENTERLINE
 BG2377'OF U.S. ROUTE 98.
 BG2377'
 BG2377'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2377'TRANSPORTATION BRASS DISK, STAMPED 60 76 A36 RM NO 2, SET IN THE
 BG2377'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BG2377'THE GROUND.  IT IS 2.0 FEET EAST OF A METAL WITNESS POST, 21.0
 BG2377'FEET WEST OF CENTER OF WALL STREET AND 41.0 FEET SOUTH OF A
 BG2377'FIRE PLUG.
 BG2377
 BG2377                          STATION RECOVERY (1976)
 BG2377
 BG2377'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2377'8.15 MI W FROM WEST PANAMA CITY BEACH.
 BG2377'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2377'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2377'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.15 MILES TO WALL STREET AND
 BG2377'STATION MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 3
 BG2377'INCHES BELOW THE GROUND.  IT IS 96.0 FEET SOUTH OF JUNCTION OF WALL
 BG2377'STREET AND U.S. ROUTE 98, 51.9 FEET SOUTH OF A FIRE HYDRANT, 28.0 FEET
 BG2377'SOUTHWEST OF NORTHWEST CORNER OF CHAIN LINK FENCE, 26.5 FEET
 BG2377'NORTH-NORTHWEST OF NORTH END OF PIPE CULVERT, 18.7 FEET WEST OF A
 BG2377'CHAIN LINK FENCE AND 11.5 FEET EAST OF CENTER OF WALL STREET. SECTION
 BG2377'36, T 3S, R 18W.
 BG2377
 BG2377                          STATION RECOVERY (1991)
 BG2377
 BG2377'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2377'RECOVERED IN GOOD CONDITION.
 BG2377
 BG2377                          STATION RECOVERY (1997)
 BG2377
 BG2377'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2377'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2400 ***********************************************************************
 BG2400  DESIGNATION -  60 76 A36 RM 1
 BG2400  PID         -  BG2400
 BG2400  STATE/COUNTY-  FL/WALTON
 BG2400  COUNTRY     -  US
 BG2400  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2400
 BG2400                         *CURRENT SURVEY CONTROL
 BG2400  ______________________________________________________________________
 BG2400* NAD 83(1986) POSITION- 30 16 41.62   (N) 086 00 28.76   (W)   HD_HELD1
 BG2400* NAVD 88 ORTHO HEIGHT -     8.698 (meters)       28.54  (feet) ADJUSTED
 BG2400  ______________________________________________________________________
 BG2400  GEOID HEIGHT    -        -27.621 (meters)                     GEOID18
 BG2400  DYNAMIC HEIGHT  -          8.686 (meters)       28.50  (feet) COMP
 BG2400  MODELED GRAVITY -    979,323.4   (mgal)                       NAVD 88
 BG2400
 BG2400  VERT ORDER      -  SECOND    CLASS II
 BG2400
 BG2400.The horizontal coordinates were determined by differentially corrected
 BG2400.hand held GPS observations or other comparable positioning techniques
 BG2400.and have an estimated accuracy of +/- 3 meters.
 BG2400
 BG2400.The orthometric height was determined by differential leveling and
 BG2400.adjusted by the NATIONAL GEODETIC SURVEY
 BG2400.in June 1991.
 BG2400
 BG2400.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2400.GEOID18 height accuracy estimate available here.
 BG2400
 BG2400.Click photographs - Photos may exist for this station.
 BG2400
 BG2400.The dynamic height is computed by dividing the NAVD 88
 BG2400.geopotential number by the normal gravity value computed on the
 BG2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2400.degrees latitude (g = 980.6199 gals.).
 BG2400
 BG2400.The modeled gravity was interpolated from observed gravity values.
 BG2400
 BG2400;                    North         East    Units  Estimated Accuracy
 BG2400;SPC FL N     -   142,648.0     454,918.8     MT  (+/- 3 meters HH1 GPS) 
 BG2400
 BG2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9541150032(NAD 83)
 BG2400
 BG2400                          SUPERSEDED SURVEY CONTROL
 BG2400
 BG2400.No superseded survey control is available for this station.
 BG2400
 BG2400_MARKER: DD = SURVEY DISK
 BG2400_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2400_STAMPING: 60 76 A36 RM NO1
 BG2400_MARK LOGO: FLDT
 BG2400_PROJECTION: FLUSH
 BG2400_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2400
 BG2400  HISTORY     - Date     Condition        Report By
 BG2400  HISTORY     - 1976     MONUMENTED       FLDT
 BG2400  HISTORY     - 1976     GOOD             FLDT
 BG2400  HISTORY     - 19910510 GOOD             USPSQD
 BG2400
 BG2400                          STATION DESCRIPTION
 BG2400
 BG2400'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2400'8.15 MI W FROM WEST PANAMA CITY BEACH.
 BG2400'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2400'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2400'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.15 MILES TO WALL STREET AND
 BG2400'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE
 BG2400'MONUMENT FLUSH WITH THE GROUND.  IT IS 52.4 FEET SOUTHWEST OF CENTER
 BG2400'OF U.S. ROUTE 98, 26.0 FEET EAST OF CENTER OF WALL STREET, 3.9 FEET
 BG2400'WEST OF NORTHWEST CORNER OF A CHAIN LINK FENCE AND 1.8 FEET WEST OF A
 BG2400'METAL WITNESS POST.  SECTION 36, T 3S, R 18W.
 BG2400
 BG2400                          STATION RECOVERY (1991)
 BG2400
 BG2400'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2400'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2337 ***********************************************************************
 BG2337  DESIGNATION -  60 76 A36 RM 2
 BG2337  PID         -  BG2337
 BG2337  STATE/COUNTY-  FL/WALTON
 BG2337  COUNTRY     -  US
 BG2337  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2337
 BG2337                         *CURRENT SURVEY CONTROL
 BG2337  ______________________________________________________________________
 BG2337* NAD 83(1986) POSITION- 30 16 41.42   (N) 086 00 29.31   (W)   HD_HELD1
 BG2337* NAVD 88 ORTHO HEIGHT -     9.188 (meters)       30.14  (feet) ADJUSTED
 BG2337  ______________________________________________________________________
 BG2337  GEOID HEIGHT    -        -27.621 (meters)                     GEOID18
 BG2337  DYNAMIC HEIGHT  -          9.175 (meters)       30.10  (feet) COMP
 BG2337  MODELED GRAVITY -    979,323.4   (mgal)                       NAVD 88
 BG2337
 BG2337  VERT ORDER      -  SECOND    CLASS II
 BG2337
 BG2337.The horizontal coordinates were determined by differentially corrected
 BG2337.hand held GPS observations or other comparable positioning techniques
 BG2337.and have an estimated accuracy of +/- 3 meters.
 BG2337
 BG2337.The orthometric height was determined by differential leveling and
 BG2337.adjusted by the NATIONAL GEODETIC SURVEY
 BG2337.in June 1991.
 BG2337
 BG2337.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2337.GEOID18 height accuracy estimate available here.
 BG2337
 BG2337.Click photographs - Photos may exist for this station.
 BG2337
 BG2337.The dynamic height is computed by dividing the NAVD 88
 BG2337.geopotential number by the normal gravity value computed on the
 BG2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2337.degrees latitude (g = 980.6199 gals.).
 BG2337
 BG2337.The modeled gravity was interpolated from observed gravity values.
 BG2337
 BG2337;                    North         East    Units  Estimated Accuracy
 BG2337;SPC FL N     -   142,642.0     454,904.0     MT  (+/- 3 meters HH1 GPS) 
 BG2337
 BG2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9539650026(NAD 83)
 BG2337
 BG2337                          SUPERSEDED SURVEY CONTROL
 BG2337
 BG2337.No superseded survey control is available for this station.
 BG2337
 BG2337_MARKER: DD = SURVEY DISK
 BG2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2337_STAMPING: 60 76 A36 RM NO 2
 BG2337_MARK LOGO: FLDT
 BG2337_PROJECTION: RECESSED 5 CENTIMETERS
 BG2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2337+STABILITY: SURFACE MOTION
 BG2337
 BG2337  HISTORY     - Date     Condition        Report By
 BG2337  HISTORY     - 1976     MONUMENTED       FLDT
 BG2337  HISTORY     - 1976     GOOD             FLDT
 BG2337  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2337
 BG2337                          STATION DESCRIPTION
 BG2337
 BG2337'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2337'8.15 MI W FROM WEST PANAMA CITY BEACH.
 BG2337'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2337'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2337'WEST ON U.S. ROUTE 98 FOR ABOUT 2.15 MILES TO WALL STREET AND
 BG2337'REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE
 BG2337'MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 41.0 FEET SOUTH OF A FIRE
 BG2337'HYDRANT, 21.0 FEET WEST OF CENTER OF WALL STREET AND 2.0 FEET EAST OF
 BG2337'A METAL WITNESS POST.  SECTION 36, T 3S, R 18W.
 BG2337
 BG2337                          STATION RECOVERY (1991)
 BG2337
 BG2337'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2337'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2378 ***********************************************************************
 BG2378  DESIGNATION -  60 76 A37
 BG2378  PID         -  BG2378
 BG2378  STATE/COUNTY-  FL/WALTON
 BG2378  COUNTRY     -  US
 BG2378  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2378
 BG2378                         *CURRENT SURVEY CONTROL
 BG2378  ______________________________________________________________________
 BG2378* NAD 83(1990) POSITION- 30 16 28.76779(N) 086 00 29.45424(W)   ADJUSTED
 BG2378* NAVD 88 ORTHO HEIGHT -     5.366 (meters)       17.61  (feet) ADJUSTED
 BG2378  ______________________________________________________________________
 BG2378  GEOID HEIGHT    -        -27.618 (meters)                     GEOID18
 BG2378  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 BG2378  DYNAMIC HEIGHT  -          5.359 (meters)       17.58  (feet) COMP
 BG2378  MODELED GRAVITY -    979,323.2   (mgal)                       NAVD 88
 BG2378
 BG2378  HORZ ORDER      -  SECOND
 BG2378  VERT ORDER      -  SECOND    CLASS II
 BG2378
 BG2378.The horizontal coordinates were established by classical geodetic methods
 BG2378.and adjusted by the National Geodetic Survey in May 1991.
 BG2378
 BG2378.The orthometric height was determined by differential leveling and
 BG2378.adjusted by the NATIONAL GEODETIC SURVEY
 BG2378.in June 1991.
 BG2378
 BG2378.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2378.GEOID18 height accuracy estimate available here.
 BG2378
 BG2378.Click photographs - Photos may exist for this station.
 BG2378
 BG2378.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG2378
 BG2378.The dynamic height is computed by dividing the NAVD 88
 BG2378.geopotential number by the normal gravity value computed on the
 BG2378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2378.degrees latitude (g = 980.6199 gals.).
 BG2378
 BG2378.The modeled gravity was interpolated from observed gravity values.
 BG2378
 BG2378. The following values were computed from the NAD 83(1990) position.
 BG2378
 BG2378;                    North         East     Units Scale Factor Converg.
 BG2378;SPC FL N     -   142,252.517   454,895.004   MT  0.99995018   -0 45 28.4
 BG2378;SPC FL N     -   466,706.80  1,492,434.69   sFT  0.99995018   -0 45 28.4
 BG2378;UTM  16      - 3,349,636.579   595,396.422   MT  0.99971227   +0 30 00.2
 BG2378
 BG2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2378!SPC FL N     -   1.00000349  x   0.99995018  =   0.99995367
 BG2378!UTM  16      -   1.00000349  x   0.99971227  =   0.99971576
 BG2378
 BG2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9539649636(NAD 83)
 BG2378
 BG2378|---------------------------------------------------------------------|
 BG2378| PID    Reference Object                     Distance      Geod. Az  |
 BG2378|                                                           dddmmss.s |
 BG2378| BG2377 60 76 A36                           389.780 METERS 00203     |
 BG2378| BG2338 60 76 A37 RM 2                       12.097 METERS 19724     |
 BG2378| BG2401 60 76 A37 RM 1                        9.817 METERS 34857     |
 BG2378|---------------------------------------------------------------------|
 BG2378
 BG2378                          SUPERSEDED SURVEY CONTROL
 BG2378
 BG2378  NAD 83(1986)-  30 16 28.77974(N)    086 00 29.46315(W) AD(       ) 2
 BG2378  NAD 27      -  30 16 28.05387(N)    086 00 29.68581(W) AD(       ) 2
 BG2378  NGVD 29 (07/19/86)    5.56   (m)           18.2    (f) LEVELING    3  
 BG2378
 BG2378.Superseded values are not recommended for survey control.
 BG2378
 BG2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2378.See file dsdata.pdf to determine how the superseded data were derived.
 BG2378
 BG2378_MARKER: DD = SURVEY DISK
 BG2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2378_STAMPING: 60 76 A37
 BG2378_MARK LOGO: FLDNR
 BG2378_PROJECTION: RECESSED 8 CENTIMETERS
 BG2378_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2378+STABILITY: SURFACE MOTION
 BG2378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2378+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2018
 BG2378
 BG2378  HISTORY     - Date     Condition        Report By
 BG2378  HISTORY     - 1976     MONUMENTED       FLDT
 BG2378  HISTORY     - 1976     GOOD             FLDT
 BG2378  HISTORY     - 19910510 GOOD             USPSQD
 BG2378  HISTORY     - 19970113 GOOD             USPSQD
 BG2378  HISTORY     - 20130909 GOOD             GCT
 BG2378  HISTORY     - 20180504 GOOD             FLDEP
 BG2378
 BG2378                          STATION DESCRIPTION
 BG2378
 BG2378'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BG2378'THE STATION IS LOCATED ABOUT 14-1/2 MILES SOUTHEAST OF SANTA ROSA
 BG2378'BEACH AND ABOUT 22 MILES WEST-NORTHWEST OF PANAMA CITY ON THE WEST
 BG2378'SIDE OF WALL STREET AND NEAR THE SOUTH END OF WALL STREET.
 BG2378'
 BG2378'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BG2378'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES TO
 BG2378'U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98 FOR 2.15
 BG2378'MILES TO WALL STREET LEFT. TURN LEFT AND GO SOUTH ON WALL STREET FOR
 BG2378'0.25 MILE TO STATION ON THE RIGHT.
 BG2378'
 BG2378'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL RESOURCES
 BG2378'BRASS DISK, STAMPED 60 76 A37, SET IN THE TOP OF A ROUND CONCRETE
 BG2378'MONUMENT THAT IS 3 INCHES BELOW THE GROUND.  IT IS 2.0 FEET EAST OF A
 BG2378'METAL WITNESS POST, 12.8 FEET WEST OF CENTER OF WALL STREET, 59.3 FEET
 BG2378'SOUTH-SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE JUNCTION BOX AND
 BG2378'65.4 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF A CONCRETE BLOCK
 BG2378'HOUSE.
 BG2378'
 BG2378'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2378'TRANSPORTATION BRASS DISK, STAMPED 60 76 A37 RM NO 1, SET IN THE TOP
 BG2378'OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE
 BG2378'GROUND.  IT IS 2.1 FEET EAST OF A METAL WITNESS POST, 18.5 FEET WEST
 BG2378'OF CENTER OF WALL STREET, 27.2 FEET SOUTH OF AN UNDERGROUND TELEPHONE
 BG2378'CABLE JUNCTION BOX AND 69.4 FEET NORTHEAST OF NORTHEAST CORNER OF
 BG2378'YELLOW BLOCK HOUSE.
 BG2378'
 BG2378'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BG2378'TRANSPORTATION BRASS DISK, STAMPED 60 76 A37 RM NO 2, SET IN THE TOP
 BG2378'OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH GROUND.  IT
 BG2378'IS 1.3 FEET EAST OF A METAL WITNESS POST, 1.8 FEET EAST OF A POWER
 BG2378'POLE, 23.4 FEET WEST OF CENTER OF WALL STREET AND 62.7 FEET
 BG2378'EAST-SOUTHEAST OF NORTHEAST CORNER OF A YELLOW BLOCK HOUSE.
 BG2378
 BG2378                          STATION RECOVERY (1976)
 BG2378
 BG2378'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2378'8.45 MI W FROM WEST PANAMA CITY BEACH.
 BG2378'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2378'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2378'WEST ON U.S. ROUTE 98 FOR ABOUT 2.15 MILES TO WALL STREET, THEN SOUTH
 BG2378'ON WALL STREET FOR ABOUT 0.25 MILE AND STATION MARK.  WHICH IS SET IN
 BG2378'THE TOP OF A ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE
 BG2378'GROUND.  IT IS 65.4 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF A
 BG2378'YELLOW BLOCK HOUSE, 59.3 FEET SOUTH-SOUTHEAST OF UNDERGROUND TELEPHONE
 BG2378'CABLE JUNCTION BOX, 12.8 FEET WEST OF CENTER OF WALL STREET AND 2.0
 BG2378'FEET EAST OF A METAL WITNESS POST.  SECTION 36, T 3S, R 18W.
 BG2378
 BG2378                          STATION RECOVERY (1991)
 BG2378
 BG2378'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2378'RECOVERED IN GOOD CONDITION.
 BG2378
 BG2378                          STATION RECOVERY (1997)
 BG2378
 BG2378'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2378'RECOVERED IN GOOD CONDITION.
 BG2378
 BG2378                          STATION RECOVERY (2013)
 BG2378
 BG2378'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2013 (HWW)
 BG2378'FOUND AS DESCRIBED.  OPUS SOLUTION AVAILABLE.
 BG2378
 BG2378                          STATION RECOVERY (2018)
 BG2378
 BG2378'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 BG2378'THE MARK IS LOCATED ON THE RIGHT OF WAY IN BETWEEN 256 AND 260 SOUTH
 BG2378'WALL STREET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2401 ***********************************************************************
 BG2401  DESIGNATION -  60 76 A37 RM 1
 BG2401  PID         -  BG2401
 BG2401  STATE/COUNTY-  FL/WALTON
 BG2401  COUNTRY     -  US
 BG2401  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2401
 BG2401                         *CURRENT SURVEY CONTROL
 BG2401  ______________________________________________________________________
 BG2401* NAD 83(1986) POSITION- 30 16 29.08   (N) 086 00 29.52   (W)   HD_HELD1
 BG2401* NAVD 88 ORTHO HEIGHT -     5.726 (meters)       18.79  (feet) ADJUSTED
 BG2401  ______________________________________________________________________
 BG2401  GEOID HEIGHT    -        -27.618 (meters)                     GEOID18
 BG2401  DYNAMIC HEIGHT  -          5.719 (meters)       18.76  (feet) COMP
 BG2401  MODELED GRAVITY -    979,323.2   (mgal)                       NAVD 88
 BG2401
 BG2401  VERT ORDER      -  SECOND    CLASS II
 BG2401
 BG2401.The horizontal coordinates were determined by differentially corrected
 BG2401.hand held GPS observations or other comparable positioning techniques
 BG2401.and have an estimated accuracy of +/- 3 meters.
 BG2401
 BG2401.The orthometric height was determined by differential leveling and
 BG2401.adjusted by the NATIONAL GEODETIC SURVEY
 BG2401.in June 1991.
 BG2401
 BG2401.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2401.GEOID18 height accuracy estimate available here.
 BG2401
 BG2401.Click photographs - Photos may exist for this station.
 BG2401
 BG2401.The dynamic height is computed by dividing the NAVD 88
 BG2401.geopotential number by the normal gravity value computed on the
 BG2401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2401.degrees latitude (g = 980.6199 gals.).
 BG2401
 BG2401.The modeled gravity was interpolated from observed gravity values.
 BG2401
 BG2401;                    North         East    Units  Estimated Accuracy
 BG2401;SPC FL N     -   142,262.2     454,893.4     MT  (+/- 3 meters HH1 GPS) 
 BG2401
 BG2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9539449646(NAD 83)
 BG2401
 BG2401                          SUPERSEDED SURVEY CONTROL
 BG2401
 BG2401.No superseded survey control is available for this station.
 BG2401
 BG2401_MARKER: DD = SURVEY DISK
 BG2401_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BG2401_STAMPING: 60 76 A37 RM NO1
 BG2401_MARK LOGO: FLDT
 BG2401_PROJECTION: RECESSED 5 CENTIMETERS
 BG2401_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2401
 BG2401  HISTORY     - Date     Condition        Report By
 BG2401  HISTORY     - 1976     MONUMENTED       FLDT
 BG2401  HISTORY     - 1976     GOOD             FLDT
 BG2401  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 BG2401
 BG2401                          STATION DESCRIPTION
 BG2401
 BG2401'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2401'8.45 MI W FROM WEST PANAMA CITY BEACH.
 BG2401'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2401'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2401'GO WEST ON U.S. ROUTE 98 FOR ABOUT 2.15 MILES TO WALL STREET, THEN
 BG2401'SOUTH ON WALL STREET FOR ABOUT 0.25 MILE AND REFERENCE MARK. WHICH IS
 BG2401'SET IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW
 BG2401'THE GROUND.  IT IS 69.4 FEET NORTHEAST OF NORTHEAST CORNER OF A YELLOW
 BG2401'BLOCK HOUSE, 27.2 FEET SOUTH OF A UNDERGROUND TELEPHONE CABLE JUNCTION
 BG2401'BOX, 18.5 FEET WEST OF CENTER OF WALL STREET AND 2.1 FEET EAST OF A
 BG2401'METAL WITNESS POST.  SECTION 36, T 3S, R 18W.
 BG2401
 BG2401                          STATION RECOVERY (1991)
 BG2401
 BG2401'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2401'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG2338 ***********************************************************************
 BG2338  DESIGNATION -  60 76 A37 RM 2
 BG2338  PID         -  BG2338
 BG2338  STATE/COUNTY-  FL/WALTON
 BG2338  COUNTRY     -  US
 BG2338  USGS QUAD   -  POINT WASHINGTON (2018)
 BG2338
 BG2338                         *CURRENT SURVEY CONTROL
 BG2338  ______________________________________________________________________
 BG2338* NAD 83(1986) POSITION- 30 16 28.39   (N) 086 00 29.59   (W)   HD_HELD1
 BG2338* NAVD 88 ORTHO HEIGHT -     5.448 (meters)       17.87  (feet) ADJUSTED
 BG2338  ______________________________________________________________________
 BG2338  GEOID HEIGHT    -        -27.618 (meters)                     GEOID18
 BG2338  DYNAMIC HEIGHT  -          5.441 (meters)       17.85  (feet) COMP
 BG2338  MODELED GRAVITY -    979,323.2   (mgal)                       NAVD 88
 BG2338
 BG2338  VERT ORDER      -  SECOND    CLASS II
 BG2338
 BG2338.The horizontal coordinates were determined by differentially corrected
 BG2338.hand held GPS observations or other comparable positioning techniques
 BG2338.and have an estimated accuracy of +/- 3 meters.
 BG2338
 BG2338.The orthometric height was determined by differential leveling and
 BG2338.adjusted by the NATIONAL GEODETIC SURVEY
 BG2338.in June 1991.
 BG2338
 BG2338.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG2338.GEOID18 height accuracy estimate available here.
 BG2338
 BG2338.Click photographs - Photos may exist for this station.
 BG2338
 BG2338.The dynamic height is computed by dividing the NAVD 88
 BG2338.geopotential number by the normal gravity value computed on the
 BG2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2338.degrees latitude (g = 980.6199 gals.).
 BG2338
 BG2338.The modeled gravity was interpolated from observed gravity values.
 BG2338
 BG2338;                    North         East    Units  Estimated Accuracy
 BG2338;SPC FL N     -   142,240.9     454,891.2     MT  (+/- 3 meters HH1 GPS) 
 BG2338
 BG2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9539249624(NAD 83)
 BG2338
 BG2338                          SUPERSEDED SURVEY CONTROL
 BG2338
 BG2338.No superseded survey control is available for this station.
 BG2338
 BG2338_MARKER: DD = SURVEY DISK
 BG2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2338_STAMPING: 60 76 A37 RM NO 2
 BG2338_MARK LOGO: FLDT
 BG2338_PROJECTION: FLUSH
 BG2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2338+STABILITY: SURFACE MOTION
 BG2338
 BG2338  HISTORY     - Date     Condition        Report By
 BG2338  HISTORY     - 1976     MONUMENTED       FLDT
 BG2338  HISTORY     - 1976     GOOD             FLDT
 BG2338  HISTORY     - 19910510 GOOD             USPSQD
 BG2338
 BG2338                          STATION DESCRIPTION
 BG2338
 BG2338'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BG2338'8.45 MI W FROM WEST PANAMA CITY BEACH.
 BG2338'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BG2338'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BG2338'WEST ON U.S. ROUTE 98 FOR ABOUT 2.15 MILES TO WALL STREET, THEN SOUTH
 BG2338'ON WALL STREET FOR ABOUT 0.25 MILE AND REFERENCE MARK.  WHICH IS SET
 BG2338'IN THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BG2338'THE GROUND.  IT IS 62.7 FEET EAST-SOUTHEAST OF NORTHEAST CORNER OF A
 BG2338'YELLOW BLOCK HOUSE, 23.4 FEET WEST OF WALL STREET, 1.8 FEET EAST OF A
 BG2338'POWER POLE AND 1.3 FEET EAST OF A METAL WITNESS POST. SECTION 36, T
 BG2338'3S, R 18W.
 BG2338
 BG2338                          STATION RECOVERY (1991)
 BG2338
 BG2338'RECOVERY NOTE BY US POWER SQUADRON 1991 (LDW)
 BG2338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1363 ***********************************************************************
 BE1363  DESIGNATION -  60 76 A38
 BE1363  PID         -  BE1363
 BE1363  STATE/COUNTY-  FL/WALTON
 BE1363  COUNTRY     -  US
 BE1363  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1363
 BE1363                         *CURRENT SURVEY CONTROL
 BE1363  ______________________________________________________________________
 BE1363* NAD 83(1990) POSITION- 30 16 12.60573(N) 085 59 45.50419(W)   ADJUSTED
 BE1363* NAVD 88 ORTHO HEIGHT -     8.435 (meters)       27.67  (feet) ADJUSTED
 BE1363  ______________________________________________________________________
 BE1363  GEOID HEIGHT    -        -27.624 (meters)                     GEOID18
 BE1363  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 BE1363  DYNAMIC HEIGHT  -          8.424 (meters)       27.64  (feet) COMP
 BE1363  MODELED GRAVITY -    979,329.6   (mgal)                       NAVD 88
 BE1363
 BE1363  HORZ ORDER      -  SECOND
 BE1363  VERT ORDER      -  SECOND    CLASS II
 BE1363
 BE1363.The horizontal coordinates were established by classical geodetic methods
 BE1363.and adjusted by the National Geodetic Survey in May 1991.
 BE1363
 BE1363.The orthometric height was determined by differential leveling and
 BE1363.adjusted by the NATIONAL GEODETIC SURVEY
 BE1363.in June 1991.
 BE1363
 BE1363.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1363.GEOID18 height accuracy estimate available here.
 BE1363
 BE1363.Click photographs - Photos may exist for this station.
 BE1363
 BE1363.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1363
 BE1363.The dynamic height is computed by dividing the NAVD 88
 BE1363.geopotential number by the normal gravity value computed on the
 BE1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1363.degrees latitude (g = 980.6199 gals.).
 BE1363
 BE1363.The modeled gravity was interpolated from observed gravity values.
 BE1363
 BE1363. The following values were computed from the NAD 83(1990) position.
 BE1363
 BE1363;                    North         East     Units Scale Factor Converg.
 BE1363;SPC FL N     -   141,739.422   456,062.994   MT  0.99995004   -0 45 06.4
 BE1363;SPC FL N     -   465,023.42  1,496,266.67   sFT  0.99995004   -0 45 06.4
 BE1363;UTM  16      - 3,349,149.364   596,575.117   MT  0.99971506   +0 30 22.1
 BE1363
 BE1363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1363!SPC FL N     -   1.00000301  x   0.99995004  =   0.99995305
 BE1363!UTM  16      -   1.00000301  x   0.99971506  =   0.99971807
 BE1363
 BE1363:                Primary Azimuth Mark                     Grid Az
 BE1363:SPC FL N     -  60 76 A37                                293 42 56.8
 BE1363:UTM  16      -  60 76 A37                                292 27 28.3
 BE1363
 BE1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9657549149(NAD 83)
 BE1363
 BE1363|---------------------------------------------------------------------|
 BE1363| PID    Reference Object                     Distance      Geod. Az  |
 BE1363|                                                           dddmmss.s |
 BE1363| BE1361 60 76 A38 RM 1                       11.423 METERS 09127     |
 BE1363| BE1364 60 76 A39                           444.447 METERS 0912952.5 |
 BE1363| BE1418 60 76 A38 RM 2                        7.760 METERS 28546     |
 BE1363| BG2378 60 76 A37                           APPROX. 1.3 KM 2925750.4 |
 BE1363|---------------------------------------------------------------------|
 BE1363
 BE1363                          SUPERSEDED SURVEY CONTROL
 BE1363
 BE1363  NAD 83(1986)-  30 16 12.61755(N)    085 59 45.51313(W) AD(       ) 2
 BE1363  NAD 27      -  30 16 11.89136(N)    085 59 45.73703(W) AD(       ) 2
 BE1363  NGVD 29 (07/19/86)    8.63   (m)           28.3    (f) LEVELING    3  
 BE1363
 BE1363.Superseded values are not recommended for survey control.
 BE1363
 BE1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1363.See file dsdata.pdf to determine how the superseded data were derived.
 BE1363
 BE1363_MARKER: DD = SURVEY DISK
 BE1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1363_STAMPING: 60 76 A38
 BE1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1363+STABILITY: SURFACE MOTION
 BE1363
 BE1363  HISTORY     - Date     Condition        Report By
 BE1363  HISTORY     - 1976     MONUMENTED       FLDT
 BE1363  HISTORY     - 1976     GOOD             FLDT
 BE1363  HISTORY     - 1977     GOOD             FLDT
 BE1363
 BE1363                          STATION DESCRIPTION
 BE1363
 BE1363'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1363'STATION IS LOCATED ABOUT 15-1/2 MILES SOUTHEAST OF SANTA ROSA
 BE1363'BEACH AND ABOUT 21 MILES WEST-NORTHWEST OF PANAMA CITY ON THE TOP
 BE1363'OF A SAND DUNE ON THE GULF OF MEXICO BEACH.
 BE1363'
 BE1363'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BE1363'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BE1363'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98 FOR
 BE1363'1.6 MILES TO LAKE SHORE DRIVE.  TURN LEFT AND GO SOUTH ON LAKE
 BE1363'SHORE DRIVE FOR 0.2 MILES TO END OF PAVEMENT.  TURN LEFT AND GO
 BE1363'SOUTHEAST ON CLAY AND SHELL ROAD TO LAST HOUSE ON THE BEACH,
 BE1363'FROM THIS POINT STATION IS APPROXIMATELY 200 FEET EAST.
 BE1363'
 BE1363'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BE1363'RESOURCES BRASS DISK, STAMPED 60 76 A38, SET IN THE TOP OF A
 BE1363'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS
 BE1363'2.4 FEET SOUTH OF A METAL WITNESS POST, 33.0 FEET NORTH OF SOUTH
 BE1363'BOTTOM OF SAND DUNE AND 36.6 FEET WEST-SOUTHWEST OF A POWER POLE.
 BE1363'
 BE1363'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1363'TRANSPORTATION BRASS DISK, STAMPED 60 76 A38 RM NO 1, SET IN THE
 BE1363'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES ABOVE
 BE1363'THE GROUND.  IT IS 1.8 FEET SOUTH OF A METAL WITNESS POST AND 21.2
 BE1363'FEET SOUTH OF A POWER POLE.
 BE1363'
 BE1363'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1363'TRANSPORTATION BRASS DISK, STAMPED 60 76 A38 RM NO 2, SET IN THE
 BE1363'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BE1363'THE GROUND.  IT IS 1.7 FEET WEST-SOUTHWEST OF A METAL WITNESS
 BE1363'POST AND 57.0 FEET WEST OF A POWER POLE.
 BE1363
 BE1363                          STATION RECOVERY (1976)
 BE1363
 BE1363'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BE1363'7.8 MI W FROM WEST PANAMA CITY BEACH.
 BE1363'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BE1363'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BE1363'WEST ON U.S. ROUTE 98 FOR ABOUT 1.6 MILES TO LAKE SHORE DRIVE, THEN
 BE1363'SOUTH ON LAKE SHORE DRIVE FOR ABOUT 0.2 MILES TO END OF PAVEMENT, THEN
 BE1363'EAST ON CLAY ROAD TO LAST HOUSE ON BEACH.  CONTINUE EAST FOR ABOUT 200
 BE1363'FEET AND STATION MARK.  WHICH IS SET IN THE TOP OF A ROUND CONCRETE
 BE1363'MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT IS 33.0 FEET NORTH OF
 BE1363'SOUTH BOTTOM OF SAND DUNE, 36.6 FEET WEST-SOUTHWEST OF A POWER POLE
 BE1363'AND 2.4 FEET SOUTH OF A METAL WITNESS POST. SECTION 36, T 3S, R 18W.
 BE1363
 BE1363                          STATION RECOVERY (1977)
 BE1363
 BE1363'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM)
 BE1363'STATION RECOVERED, AS DESCRIBED BY C. B. MC GHIN IN 1976.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1418 ***********************************************************************
 BE1418  DESIGNATION -  60 76 A38 RM 2
 BE1418  PID         -  BE1418
 BE1418  STATE/COUNTY-  FL/WALTON
 BE1418  COUNTRY     -  US
 BE1418  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1418
 BE1418                         *CURRENT SURVEY CONTROL
 BE1418  ______________________________________________________________________
 BE1418* NAD 83(1986) POSITION- 30 16 12.67   (N) 085 59 45.78   (W)   HD_HELD1
 BE1418* NAVD 88 ORTHO HEIGHT -     8.124 (meters)       26.65  (feet) ADJUSTED
 BE1418  ______________________________________________________________________
 BE1418  GEOID HEIGHT    -        -27.624 (meters)                     GEOID18
 BE1418  DYNAMIC HEIGHT  -          8.113 (meters)       26.62  (feet) COMP
 BE1418  MODELED GRAVITY -    979,329.6   (mgal)                       NAVD 88
 BE1418
 BE1418  VERT ORDER      -  SECOND    CLASS II
 BE1418
 BE1418.The horizontal coordinates were determined by differentially corrected
 BE1418.hand held GPS observations or other comparable positioning techniques
 BE1418.and have an estimated accuracy of +/- 3 meters.
 BE1418
 BE1418.The orthometric height was determined by differential leveling and
 BE1418.adjusted by the NATIONAL GEODETIC SURVEY
 BE1418.in June 1991.
 BE1418
 BE1418.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1418.GEOID18 height accuracy estimate available here.
 BE1418
 BE1418.Click photographs - Photos may exist for this station.
 BE1418
 BE1418.The dynamic height is computed by dividing the NAVD 88
 BE1418.geopotential number by the normal gravity value computed on the
 BE1418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1418.degrees latitude (g = 980.6199 gals.).
 BE1418
 BE1418.The modeled gravity was interpolated from observed gravity values.
 BE1418
 BE1418;                    North         East    Units  Estimated Accuracy
 BE1418;SPC FL N     -   141,741.5     456,055.6     MT  (+/- 3 meters HH1 GPS) 
 BE1418
 BE1418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9656749151(NAD 83)
 BE1418
 BE1418                          SUPERSEDED SURVEY CONTROL
 BE1418
 BE1418.No superseded survey control is available for this station.
 BE1418
 BE1418_MARKER: DD = SURVEY DISK
 BE1418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1418_STAMPING: 60 76 A38 RM NO2
 BE1418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1418+STABILITY: SURFACE MOTION
 BE1418
 BE1418  HISTORY     - Date     Condition        Report By
 BE1418  HISTORY     - 1976     MONUMENTED       FLDT
 BE1418  HISTORY     - 1976     GOOD             FLDT
 BE1418
 BE1418                          STATION DESCRIPTION
 BE1418
 BE1418'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BE1418'7.8 MI W FROM WEST PANAMA CITY BEACH.
 BE1418'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BE1418'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BE1418'WEST ON U.S. ROUTE 98 FOR ABOUT 1.6 MILES TO LAKE SHORE DRIVE, THEN
 BE1418'SOUTH ON LAKE SHORE DRIVE FOR ABOUT 0.2 MILES TO END OF PAVEMENT, THEN
 BE1418'EAST ON CLAY ROAD TO LAST HOUSE ON THE BEACH. CONTINUE EAST FOR ABOUT
 BE1418'200 FEET AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4
 BE1418'INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND. IT IS 57.0
 BE1418'FEET WEST OF A POWER POLE AND 1.7 FEET WEST-SOUTHWEST OF A METAL
 BE1418'WITNESS POST.  SECTION 36, T 3S, R 18W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1364 ***********************************************************************
 BE1364  DESIGNATION -  60 76 A39
 BE1364  PID         -  BE1364
 BE1364  STATE/COUNTY-  FL/BAY
 BE1364  COUNTRY     -  US
 BE1364  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1364
 BE1364                         *CURRENT SURVEY CONTROL
 BE1364  ______________________________________________________________________
 BE1364* NAD 83(1990) POSITION- 30 16 12.22815(N) 085 59 28.88190(W)   ADJUSTED
 BE1364* NAVD 88 ORTHO HEIGHT -     4.719 (meters)       15.48  (feet) ADJUSTED
 BE1364  ______________________________________________________________________
 BE1364  GEOID HEIGHT    -        -27.627 (meters)                     GEOID18
 BE1364  LAPLACE CORR    -         -0.96  (seconds)                    DEFLEC18
 BE1364  DYNAMIC HEIGHT  -          4.712 (meters)       15.46  (feet) COMP
 BE1364  MODELED GRAVITY -    979,329.5   (mgal)                       NAVD 88
 BE1364
 BE1364  HORZ ORDER      -  SECOND
 BE1364  VERT ORDER      -  SECOND    CLASS II
 BE1364
 BE1364.The horizontal coordinates were established by classical geodetic methods
 BE1364.and adjusted by the National Geodetic Survey in May 1991.
 BE1364
 BE1364.The orthometric height was determined by differential leveling and
 BE1364.adjusted by the NATIONAL GEODETIC SURVEY
 BE1364.in June 1991.
 BE1364
 BE1364.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1364.GEOID18 height accuracy estimate available here.
 BE1364
 BE1364.Click photographs - Photos may exist for this station.
 BE1364
 BE1364.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE1364
 BE1364.The dynamic height is computed by dividing the NAVD 88
 BE1364.geopotential number by the normal gravity value computed on the
 BE1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1364.degrees latitude (g = 980.6199 gals.).
 BE1364
 BE1364.The modeled gravity was interpolated from observed gravity values.
 BE1364
 BE1364. The following values were computed from the NAD 83(1990) position.
 BE1364
 BE1364;                    North         East     Units Scale Factor Converg.
 BE1364;SPC FL N     -   141,721.977   456,507.077   MT  0.99995004   -0 44 58.0
 BE1364;SPC FL N     -   464,966.19  1,497,723.64   sFT  0.99995004   -0 44 58.0
 BE1364;UTM  16      - 3,349,141.673   597,019.371   MT  0.99971612   +0 30 30.5
 BE1364
 BE1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE1364!SPC FL N     -   1.00000360  x   0.99995004  =   0.99995364
 BE1364!UTM  16      -   1.00000360  x   0.99971612  =   0.99971972
 BE1364
 BE1364:                Primary Azimuth Mark                     Grid Az
 BE1364:SPC FL N     -  60 76 A38                                272 14 58.8
 BE1364:UTM  16      -  60 76 A38                                270 59 30.3
 BE1364
 BE1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9701949141(NAD 83)
 BE1364
 BE1364|---------------------------------------------------------------------|
 BE1364| PID    Reference Object                     Distance      Geod. Az  |
 BE1364|                                                           dddmmss.s |
 BE1364| BE1362 60 76 A39 RM 1                        5.398 METERS 00424     |
 BE1364| BE1363 60 76 A38                           444.447 METERS 2713000.8 |
 BE1364| BE1419 60 76 A39 RM 2                       17.466 METERS 27735     |
 BE1364|---------------------------------------------------------------------|
 BE1364
 BE1364                          SUPERSEDED SURVEY CONTROL
 BE1364
 BE1364  NAD 83(1986)-  30 16 12.23992(N)    085 59 28.89082(W) AD(       ) 2
 BE1364  NAD 27      -  30 16 11.51377(N)    085 59 29.11519(W) AD(       ) 2
 BE1364  NGVD 29 (07/19/86)    4.92   (m)           16.1    (f) LEVELING    3  
 BE1364
 BE1364.Superseded values are not recommended for survey control.
 BE1364
 BE1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE1364.See file dsdata.pdf to determine how the superseded data were derived.
 BE1364
 BE1364_MARKER: DD = SURVEY DISK
 BE1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1364_STAMPING: 60 76 A39
 BE1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1364+STABILITY: SURFACE MOTION
 BE1364
 BE1364  HISTORY     - Date     Condition        Report By
 BE1364  HISTORY     - 1976     MONUMENTED       FLDT
 BE1364  HISTORY     - 1976     GOOD             FLDT
 BE1364  HISTORY     - 1977     GOOD             FLDT
 BE1364
 BE1364                          STATION DESCRIPTION
 BE1364
 BE1364'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE1364'STATION IS LOCATED ABOUT 15-3/4 MILES SOUTHEAST OF SANTA ROSA
 BE1364'BEACH AND ABOUT 20-1/2 MILES WEST-NORTHWEST OF PANAMA CITY, ON
 BE1364'THE TOP OF THE FIRST SAND DUNE ON THE WEST SIDE OF PHILLIPS INLET
 BE1364'ON THE GULF OF MEXICO BEACH.
 BE1364'
 BE1364'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BE1364'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BE1364'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98
 BE1364'FOR 0.9 MILE TO GRADED ROAD LEFT.  TURN LEFT AND GO SOUTH ON
 BE1364'GRADED ROAD (CAMP HELEN ROAD, WHICH IS PRIVATE PROPERTY) FOR 0.4
 BE1364'MILES TO A WOODEN BRIDGE OVER A SMALL BAYOU.  CONTINUE SOUTH ON
 BE1364'GRADED ROAD FOR 0.1 MILES TO STATION ON THE RIGHT.
 BE1364'
 BE1364'STATION MARK IS A STANDARD FLORIDA DEPARTMENT OF NATURAL
 BE1364'RESOURCES BRASS DISK, STAMPED 60 76 A39, SET IN THE TOP OF A
 BE1364'ROUND CONCRETE MONUMENT THAT IS 2 INCHES BELOW THE GROUND.  IT
 BE1364'IS 2.0 FEET SOUTHWEST OF A METAL WITNESS POST, 16.0 FEET NORTH
 BE1364'OF SOUTH EDGE OF SAND DUNE AND 143.0 FEET WEST-NORTHWEST OF
 BE1364'CENTER OF GRADED ROAD.
 BE1364'
 BE1364'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1364'TRANSPORTATION BRASS DISK, STAMPED 60 76 A39 RM NO 1, SET IN
 BE1364'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES
 BE1364'BELOW THE GROUND.  IT IS 1.3 FEET SOUTHWEST OF A METAL WITNESS
 BE1364'POST, 5.0 FEET WEST OF EAST EDGE OF SAND DUNE AND 10.0 FEET SOUTH
 BE1364'OF NORTH EDGE OF SAND DUNE.
 BE1364'
 BE1364'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE1364'TRANSPORTATION BRASS DISK, STAMPED 60 76 A39 RM NO 2, SET IN
 BE1364'THE TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 1 INCH
 BE1364'BELOW THE GROUND.  IT IS 1.7 FEET EAST-SOUTHEAST OF A METAL
 BE1364'WITNESS POST AND 14.0 FEET SOUTH OF NORTH EDGE OF SAND DUNE.
 BE1364
 BE1364                          STATION RECOVERY (1976)
 BE1364
 BE1364'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BE1364'7.4 MI W FROM WEST PANAMA CITY BEACH.
 BE1364'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BE1364'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BE1364'WEST ON U.S. ROUTE 98 FOR ABOUT 0.9 MILE TO GRADED ROAD (ENTRANCE TO
 BE1364'CAMP HELEN A PRIVATE RESORT).  GO SOUTH ON GRADED ROAD FOR 0.4 MILE TO
 BE1364'A WOODEN BRIDGE OVER SMALL BAYOU.  CONTINUE SOUTH ON GRADED ROAD FOR
 BE1364'ABOUT 0.1 MILE AND STATION MARK.  WHICH SET IN THE TOP OF A ROUND
 BE1364'CONCRETE MONUMENT 2 INCHES BELOW THE GROUND.  IT IS 143.0 FEET
 BE1364'WEST-NORTHWEST OF CENTER OF GRADED ROAD, 16.0 FEET NORTH OF SOUTH EDGE
 BE1364'OF SAND DUNE AND 2.0 FEET SOUTHWEST OF A METAL WITNESS POST. SECTION
 BE1364'31, T 2S, R 17W.
 BE1364
 BE1364                          STATION RECOVERY (1977)
 BE1364
 BE1364'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM)
 BE1364'STATION RECOVERED, AS DESCRIBED BY C. B. MC GHIN IN 1976.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1362 ***********************************************************************
 BE1362  DESIGNATION -  60 76 A39 RM 1
 BE1362  PID         -  BE1362
 BE1362  STATE/COUNTY-  FL/BAY
 BE1362  COUNTRY     -  US
 BE1362  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1362
 BE1362                         *CURRENT SURVEY CONTROL
 BE1362  ______________________________________________________________________
 BE1362* NAD 83(1986) POSITION- 30 16 12.40   (N) 085 59 28.87   (W)   HD_HELD1
 BE1362* NAVD 88 ORTHO HEIGHT -     4.871 (meters)       15.98  (feet) ADJUSTED
 BE1362  ______________________________________________________________________
 BE1362  GEOID HEIGHT    -        -27.627 (meters)                     GEOID18
 BE1362  DYNAMIC HEIGHT  -          4.865 (meters)       15.96  (feet) COMP
 BE1362  MODELED GRAVITY -    979,329.5   (mgal)                       NAVD 88
 BE1362
 BE1362  VERT ORDER      -  SECOND    CLASS II
 BE1362
 BE1362.The horizontal coordinates were determined by differentially corrected
 BE1362.hand held GPS observations or other comparable positioning techniques
 BE1362.and have an estimated accuracy of +/- 3 meters.
 BE1362
 BE1362.The orthometric height was determined by differential leveling and
 BE1362.adjusted by the NATIONAL GEODETIC SURVEY
 BE1362.in June 1991.
 BE1362
 BE1362.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1362.GEOID18 height accuracy estimate available here.
 BE1362
 BE1362.Click photographs - Photos may exist for this station.
 BE1362
 BE1362.The dynamic height is computed by dividing the NAVD 88
 BE1362.geopotential number by the normal gravity value computed on the
 BE1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1362.degrees latitude (g = 980.6199 gals.).
 BE1362
 BE1362.The modeled gravity was interpolated from observed gravity values.
 BE1362
 BE1362;                    North         East    Units  Estimated Accuracy
 BE1362;SPC FL N     -   141,727.3     456,507.5     MT  (+/- 3 meters HH1 GPS) 
 BE1362
 BE1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9701949146(NAD 83)
 BE1362
 BE1362                          SUPERSEDED SURVEY CONTROL
 BE1362
 BE1362.No superseded survey control is available for this station.
 BE1362
 BE1362_MARKER: DD = SURVEY DISK
 BE1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1362_STAMPING: 60 76 A39 RM NO1
 BE1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1362+STABILITY: SURFACE MOTION
 BE1362
 BE1362  HISTORY     - Date     Condition        Report By
 BE1362  HISTORY     - 1976     MONUMENTED       FLDT
 BE1362  HISTORY     - 1976     GOOD             FLDT
 BE1362
 BE1362                          STATION DESCRIPTION
 BE1362
 BE1362'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BE1362'7.4 MI W FROM WEST PANAMA CITY BEACH.
 BE1362'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BE1362'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BE1362'WEST ON U.S. ROUTE 98 FOR ABOUT 0.9 MILE TO GRADED ROAD (ENTRANCE TO
 BE1362'CAMP HELEN A PRIVATE RESORT).  GO SOUTH ON GRADED ROAD FOR ABOUT 0.4
 BE1362'MILE TO A WOODEN BRIDGE OVER SMALL BAYOU.  CONTINUE SOUTH ON GRADED
 BE1362'ROAD FOR ABOUT 0.1 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP
 BE1362'OF A 4 INCH X 4 INCH CONCRETE MONUMENT 2 INCHES BELOW THE GROUND. IT
 BE1362'IS 10.0 FEET SOUTH OF NORTH EDGE OF SAND DUNE, 5.0 FEET WEST OF EAST
 BE1362'EDGE OF SAND DUNE AND 1.3 FEET SOUTHWEST OF A METAL WITNESS POST.
 BE1362'SECTION 31, T 2S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE1419 ***********************************************************************
 BE1419  DESIGNATION -  60 76 A39 RM 2
 BE1419  PID         -  BE1419
 BE1419  STATE/COUNTY-  FL/BAY
 BE1419  COUNTRY     -  US
 BE1419  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE1419
 BE1419                         *CURRENT SURVEY CONTROL
 BE1419  ______________________________________________________________________
 BE1419* NAD 83(1986) POSITION- 30 16 12.30   (N) 085 59 29.53   (W)   HD_HELD1
 BE1419* NAVD 88 ORTHO HEIGHT -     3.646 (meters)       11.96  (feet) ADJUSTED
 BE1419  ______________________________________________________________________
 BE1419  GEOID HEIGHT    -        -27.627 (meters)                     GEOID18
 BE1419  DYNAMIC HEIGHT  -          3.641 (meters)       11.95  (feet) COMP
 BE1419  MODELED GRAVITY -    979,329.5   (mgal)                       NAVD 88
 BE1419
 BE1419  VERT ORDER      -  SECOND    CLASS II
 BE1419
 BE1419.The horizontal coordinates were determined by differentially corrected
 BE1419.hand held GPS observations or other comparable positioning techniques
 BE1419.and have an estimated accuracy of +/- 3 meters.
 BE1419
 BE1419.The orthometric height was determined by differential leveling and
 BE1419.adjusted by the NATIONAL GEODETIC SURVEY
 BE1419.in June 1991.
 BE1419
 BE1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE1419.GEOID18 height accuracy estimate available here.
 BE1419
 BE1419.Click photographs - Photos may exist for this station.
 BE1419
 BE1419.The dynamic height is computed by dividing the NAVD 88
 BE1419.geopotential number by the normal gravity value computed on the
 BE1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE1419.degrees latitude (g = 980.6199 gals.).
 BE1419
 BE1419.The modeled gravity was interpolated from observed gravity values.
 BE1419
 BE1419;                    North         East    Units  Estimated Accuracy
 BE1419;SPC FL N     -   141,724.4     456,489.8     MT  (+/- 3 meters HH1 GPS) 
 BE1419
 BE1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9700249143(NAD 83)
 BE1419
 BE1419                          SUPERSEDED SURVEY CONTROL
 BE1419
 BE1419.No superseded survey control is available for this station.
 BE1419
 BE1419_MARKER: DD = SURVEY DISK
 BE1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE1419_STAMPING: 60 76 A39 RM NO2
 BE1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE1419+STABILITY: SURFACE MOTION
 BE1419
 BE1419  HISTORY     - Date     Condition        Report By
 BE1419  HISTORY     - 1976     MONUMENTED       FLDT
 BE1419  HISTORY     - 1976     GOOD             FLDT
 BE1419
 BE1419                          STATION DESCRIPTION
 BE1419
 BE1419'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 BE1419'7.4 MI W FROM WEST PANAMA CITY BEACH.
 BE1419'FROM THE CITY HALL IN WEST PANAMA CITY BEACH.  GO WEST ON STATE ROUTE
 BE1419'30A (U.S. ROUTE 98 BY-PASS) FOR ABOUT 6.0 MILES TO U.S. ROUTE 98, THEN
 BE1419'WEST ON U.S. ROUTE 98 FOR ABOUT 0.9 MILE TO GRADED ROAD (ENTRANCE TO
 BE1419'CAMP HELEN A PRIVATE RESORT).  GO SOUTH ON GRADED ROAD FOR 0.4 MILE TO
 BE1419'A WOODEN BRIDGE OVER SMALL BAYOU.  CONTINUE SOUTH ON GRADED ROAD FOR
 BE1419'0.1 MILE AND REFERENCE MARK.  WHICH IS SET IN THE TOP OF A 4 INCH X 4
 BE1419'INCH CONCRETE MONUMENT 1 INCH BELOW THE GROUND.  IT IS 14.0 FEET SOUTH
 BE1419'OF NORTH EDGE OF SAND DUNE AND 1.7 FEET EAST-SOUTHEAST OF A METAL
 BE1419'WITNESS POST.  SECTION 31, T 2S, R 17W.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3748 ***********************************************************************
 BE3748  DESIGNATION -  60 76 A40
 BE3748  PID         -  BE3748
 BE3748  STATE/COUNTY-  FL/BAY
 BE3748  COUNTRY     -  US
 BE3748  USGS QUAD   -  SEMINOLE HILLS (2018)
 BE3748
 BE3748                         *CURRENT SURVEY CONTROL
 BE3748  ______________________________________________________________________
 BE3748* NAD 83(1990) POSITION- 30 16 18.62471(N) 085 58 59.69888(W)   ADJUSTED
 BE3748* NAVD 88 ORTHO HEIGHT -     2.94  (+/-2cm)        9.6   (feet) VERTCON3
 BE3748  ______________________________________________________________________
 BE3748  GEOID HEIGHT    -        -27.635 (meters)                     GEOID18
 BE3748  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 BE3748  HORZ ORDER      -  SECOND
 BE3748  VERT ORDER      -  THIRD ? (See Below)
 BE3748
 BE3748.The horizontal coordinates were established by classical geodetic methods
 BE3748.and adjusted by the National Geodetic Survey in May 1991.
 BE3748
 BE3748.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3748
 BE3748.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3748.GEOID18 height accuracy estimate available here.
 BE3748
 BE3748.The vertical order pertains to the NGVD 29 superseded value.
 BE3748
 BE3748.Click photographs - Photos may exist for this station.
 BE3748
 BE3748.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE3748
 BE3748. The following values were computed from the NAD 83(1990) position.
 BE3748
 BE3748;                    North         East     Units Scale Factor Converg.
 BE3748;SPC FL N     -   141,908.749   457,289.563   MT  0.99995009   -0 44 43.3
 BE3748;SPC FL N     -   465,578.95  1,500,290.84   sFT  0.99995009   -0 44 43.3
 BE3748;UTM  16      - 3,349,345.531   597,797.387   MT  0.99971799   +0 30 45.3
 BE3748
 BE3748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3748!SPC FL N     -   1.00000388  x   0.99995009  =   0.99995397
 BE3748!UTM  16      -   1.00000388  x   0.99971799  =   0.99972187
 BE3748
 BE3748:                Primary Azimuth Mark                     Grid Az
 BE3748:SPC FL N     -  60 76 A39                                256 34 30.8
 BE3748:UTM  16      -  60 76 A39                                255 19 02.2
 BE3748
 BE3748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU9779749345(NAD 83)
 BE3748
 BE3748|---------------------------------------------------------------------|
 BE3748| PID    Reference Object                     Distance      Geod. Az  |
 BE3748|                                                           dddmmss.s |
 BE3748| CW1696 60 76 A40 RM 1                       11.789 METERS 13501     |
 BE3748| CW1697 60 76 A40 RM 2                       12.302 METERS 17150     |
 BE3748| BE1364 60 76 A39                           APPROX. 0.8 KM 2554947.5 |
 BE3748|---------------------------------------------------------------------|
 BE3748
 BE3748                          SUPERSEDED SURVEY CONTROL
 BE3748
 BE3748  NAD 83(1986)-  30 16 18.63641(N)    085 58 59.70779(W) AD(       ) 2
 BE3748  NAD 27      -  30 16 17.91054(N)    085 58 59.93301(W) AD(       ) 2
 BE3748  NGVD 29 (07/19/86)    3.05   (m)           10.0    (f) LEVELING    3  
 BE3748
 BE3748.Superseded values are not recommended for survey control.
 BE3748
 BE3748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3748.See file dsdata.pdf to determine how the superseded data were derived.
 BE3748
 BE3748_MARKER: DD = SURVEY DISK
 BE3748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3748
 BE3748  HISTORY     - Date     Condition        Report By
 BE3748  HISTORY     - 1976     MONUMENTED       FLDT
 BE3748  HISTORY     - 1977     GOOD             FLDT
 BE3748  HISTORY     - 19950607 MARK NOT FOUND   USPSQD
 BE3748
 BE3748                          STATION DESCRIPTION
 BE3748
 BE3748'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976 (CBM)
 BE3748'STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF SANTA ROSA BEACH
 BE3748'AND ABOUT 20 MILES WEST-NORTHWEST OF PANAMA CITY, ON THE SOUTH
 BE3748'SIDE OF U.S. ROUTE 98 NEAR THE EAST END OF PHILLIPS INLET BRIDGE.
 BE3748'
 BE3748'TO REACH STATION FROM THE WEST PANAMA CITY BEACH CITY HALL.  GO
 BE3748'WESTERLY ON STATE ROUTE 30A (U.S. ROUTE 98 BY-PASS) FOR 6.0 MILES
 BE3748'TO U.S. ROUTE 98.  TURN RIGHT AND GO WESTERLY ON U.S. ROUTE 98
 BE3748'FOR 0.5 MILES TO STATION ON THE LEFT.
 BE3748'
 BE3748'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF NATURAL
 BE3748'RESOURCES BRASS DISK, STAMPED 60 76 A40, SET IN THE TOP OF A
 BE3748'ROUND CONCRETE MONUMENT THAT IS 9 INCHES BELOW THE GROUND.  IT
 BE3748'IS 3.0 FEET NORTH-NORTHEAST OF A METAL WITNESS POST, 4.7 FEET
 BE3748'SOUTH-SOUTHWEST OF A METAL GUARDRAIL, 5.3 FEET SOUTH OF SOUTHEAST
 BE3748'END OF BRIDGE AND 17.3 FEET SOUTH-SOUTHWEST OF CENTERLINE OF
 BE3748'U.S. ROUTE 98.
 BE3748'
 BE3748'REFERENCE MARK NUMBER 1 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE3748'TRANSPORTATION BRASS DISK, STAMPED 60 76 A40 RM NO 1, SET IN THE
 BE3748'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS 2 INCHES BELOW
 BE3748'THE GROUND.  IT IS 3.3 FEET SOUTH-SOUTHWEST OF A METAL WITNESS
 BE3748'POST, 7.8 FEET WEST OF EAST END OF METAL GUARDRAIL AND 23.5 FEET
 BE3748'SOUTH-SOUTHWEST OF CENTERLINE OF U.S. ROUTE 98.
 BE3748'
 BE3748'REFERENCE MARK NUMBER 2 IS A STANDARD FLORIDA, DEPARTMENT OF
 BE3748'TRANSPORTATION BRASS DISK, STAMPED 60 76 A40 RM NO 2, SET IN THE
 BE3748'TOP OF A 4 INCH X 4 INCH CONCRETE MONUMENT THAT IS FLUSH WITH
 BE3748'THE GROUND.  IT IS 1.2 FEET EAST-SOUTHEAST OF A METAL WITNESS
 BE3748'POST, 30.0 FEET SOUTHWEST OF EAST END OF METAL GUARDRAIL AND
 BE3748'47.0 FEET SOUTH-SOUTHWEST OF CENTERLINE OF U.S. ROUTE 98.
 BE3748
 BE3748                          STATION RECOVERY (1977)
 BE3748
 BE3748'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1977 (CBM)
 BE3748'STATION RECOVERED, AS DESCRIBED BY C. B. MC GHIN IN 1976.
 BE3748
 BE3748                          STATION RECOVERY (1995)
 BE3748
 BE3748'RECOVERY NOTE BY US POWER SQUADRON 1995
 BE3748'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4860 ***********************************************************************
 BG4860  DESIGNATION -  60 80 A 18 2
 BG4860  PID         -  BG4860
 BG4860  STATE/COUNTY-  FL/WALTON
 BG4860  COUNTRY     -  US
 BG4860  USGS QUAD   -  GRAYTON BEACH (2018)
 BG4860
 BG4860                         *CURRENT SURVEY CONTROL
 BG4860  ______________________________________________________________________
 BG4860* NAD 83(1986) POSITION- 30 19 43.     (N) 086 10 08.     (W)   SCALED
 BG4860* NAVD 88 ORTHO HEIGHT -     9.50  (meters)       31.2   (feet) RESET
 BG4860  ______________________________________________________________________
 BG4860  GEOID HEIGHT    -        -27.503 (meters)                     GEOID18
 BG4860  VERT ORDER      -  THIRD
 BG4860
 BG4860.The horizontal coordinates were scaled from a map and have
 BG4860.an estimated accuracy of +/- 6 seconds.
 BG4860
 BG4860.The orthometric height was computed from unverified reset data.
 BG4860
 BG4860.No vertical observational check was made to the station.
 BG4860
 BG4860.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4860.GEOID18 height accuracy estimate available here.
 BG4860
 BG4860.Click photographs - Photos may exist for this station.
 BG4860
 BG4860;                    North         East    Units  Estimated Accuracy
 BG4860;SPC FL N     -   148,450.      439,520.      MT  (+/- 180 meters Scaled)
 BG4860
 BG4860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU798554(NAD 83)
 BG4860
 BG4860                          SUPERSEDED SURVEY CONTROL
 BG4860
 BG4860.No superseded survey control is available for this station.
 BG4860
 BG4860_MARKER: DD = SURVEY DISK
 BG4860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4860_STAMPING: 60 80 A18-2
 BG4860_MARK LOGO: FLDT
 BG4860_PROJECTION: RECESSED 7 CENTIMETERS
 BG4860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4860+STABILITY: SURFACE MOTION
 BG4860
 BG4860  HISTORY     - Date     Condition        Report By
 BG4860  HISTORY     - 1980     MONUMENTED       FLDT
 BG4860  HISTORY     - 20030216 MARK NOT FOUND   USPSQD
 BG4860
 BG4860                          STATION DESCRIPTION
 BG4860
 BG4860'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980
 BG4860'5.6 KM (3.50 MI) WEST FROM SEAGROVE BEACH.
 BG4860'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE
 BG4860'SMALL VILLAGE OF SEAGROVE BEACH, GO WEST NORTHWEST ON STATE ROAD 30A
 BG4860'FOR 2.9 MILES TO STATE ROAD 283, GO SOUTH ON STATE ROAD 283 FOR 0.6
 BG4860'MILE TO GRAYTON BEACH WHERE THE ROAD TURNS SOUTHEAST, CONTINUE SOUTH
 BG4860'FOR ABOUT 250 FEET TO THE BEACH AND THE MARK ON TOP OF A SAND DUNE,
 BG4860'116 FEET WEST OF THE SOUTHWEST CORNER OF THE SCREENED PORCH OF A WOOD
 BG4860'FRAME HOUSE AND 17 FEET NORTH OF THE SOUTH TOP EDGE OF THE SAND DUNE.
 BG4860'THE MARK IS 1.5 METERS  S FROM  A WITNESS POST
 BG4860
 BG4860                          STATION RECOVERY (2003)
 BG4860
 BG4860'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 BG4860'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4861 ***********************************************************************
 BG4861  DESIGNATION -  60 80 A 18 2 RM 1
 BG4861  PID         -  BG4861
 BG4861  STATE/COUNTY-  FL/WALTON
 BG4861  COUNTRY     -  US
 BG4861  USGS QUAD   -  GRAYTON BEACH (2018)
 BG4861
 BG4861                         *CURRENT SURVEY CONTROL
 BG4861  ______________________________________________________________________
 BG4861* NAD 83(1986) POSITION- 30 19 43.     (N) 086 10 08.     (W)   SCALED
 BG4861* NAVD 88 ORTHO HEIGHT -     9.74  (meters)       32.0   (feet) RESET
 BG4861  ______________________________________________________________________
 BG4861  GEOID HEIGHT    -        -27.503 (meters)                     GEOID18
 BG4861  VERT ORDER      -  THIRD
 BG4861
 BG4861.The horizontal coordinates were scaled from a map and have
 BG4861.an estimated accuracy of +/- 6 seconds.
 BG4861
 BG4861.The orthometric height was computed from unverified reset data.
 BG4861
 BG4861.No vertical observational check was made to the station.
 BG4861
 BG4861.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4861.GEOID18 height accuracy estimate available here.
 BG4861
 BG4861.Click photographs - Photos may exist for this station.
 BG4861
 BG4861;                    North         East    Units  Estimated Accuracy
 BG4861;SPC FL N     -   148,450.      439,520.      MT  (+/- 180 meters Scaled)
 BG4861
 BG4861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU798554(NAD 83)
 BG4861
 BG4861                          SUPERSEDED SURVEY CONTROL
 BG4861
 BG4861.No superseded survey control is available for this station.
 BG4861
 BG4861_MARKER: DD = SURVEY DISK
 BG4861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4861_STAMPING: 60 80 A18-2 RM 1
 BG4861_MARK LOGO: FLDT
 BG4861_PROJECTION: FLUSH
 BG4861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4861+STABILITY: SURFACE MOTION
 BG4861
 BG4861  HISTORY     - Date     Condition        Report By
 BG4861  HISTORY     - 1980     MONUMENTED       FLDT
 BG4861  HISTORY     - 20030216 MARK NOT FOUND   USPSQD
 BG4861
 BG4861                          STATION DESCRIPTION
 BG4861
 BG4861'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980
 BG4861'5.6 KM (3.50 MI) WEST FROM SEAGROVE BEACH.
 BG4861'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE
 BG4861'SMALL VILLAGE OF SEAGROVE BEACH, GO WEST NORTHWEST ON STATE ROAD 30A
 BG4861'FOR 2.9 MILES TO STATE ROAD 283, GO SOUTH ON STATE ROAD 283 FOR 0.6
 BG4861'MILE TO GRAYTON BEACH WHERE THE ROAD TURNS SOUTHEAST, CONTINUE SOUTH
 BG4861'FOR ABOUT 250 FEET TO THE BEACH AND THE MARK ON TOP OF A SAND DUNE,
 BG4861'100 FEET WEST OF THE SOUTHWEST CORNER OF THE SCREENED PORCH OF A WOOD
 BG4861'FRAME HOUSE AND 49 FEET NORTH OF THE EDGE OF THE DUNE.
 BG4861'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 BG4861
 BG4861                          STATION RECOVERY (2003)
 BG4861
 BG4861'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 BG4861'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4862 ***********************************************************************
 BG4862  DESIGNATION -  60 80 A 18 2 RM 2
 BG4862  PID         -  BG4862
 BG4862  STATE/COUNTY-  FL/WALTON
 BG4862  COUNTRY     -  US
 BG4862  USGS QUAD   -  GRAYTON BEACH (2018)
 BG4862
 BG4862                         *CURRENT SURVEY CONTROL
 BG4862  ______________________________________________________________________
 BG4862* NAD 83(1986) POSITION- 30 19 43.     (N) 086 10 08.     (W)   SCALED
 BG4862* NAVD 88 ORTHO HEIGHT -     9.02  (meters)       29.6   (feet) RESET
 BG4862  ______________________________________________________________________
 BG4862  GEOID HEIGHT    -        -27.503 (meters)                     GEOID18
 BG4862  VERT ORDER      -  THIRD
 BG4862
 BG4862.The horizontal coordinates were scaled from a map and have
 BG4862.an estimated accuracy of +/- 6 seconds.
 BG4862
 BG4862.The orthometric height was computed from unverified reset data.
 BG4862
 BG4862.No vertical observational check was made to the station.
 BG4862
 BG4862.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4862.GEOID18 height accuracy estimate available here.
 BG4862
 BG4862.Click photographs - Photos may exist for this station.
 BG4862
 BG4862;                    North         East    Units  Estimated Accuracy
 BG4862;SPC FL N     -   148,450.      439,520.      MT  (+/- 180 meters Scaled)
 BG4862
 BG4862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU798554(NAD 83)
 BG4862
 BG4862                          SUPERSEDED SURVEY CONTROL
 BG4862
 BG4862.No superseded survey control is available for this station.
 BG4862
 BG4862_MARKER: DD = SURVEY DISK
 BG4862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4862_STAMPING: 60 80 A18-2 RM 2
 BG4862_MARK LOGO: FLDT
 BG4862_PROJECTION: RECESSED 25 CENTIMETERS
 BG4862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4862+STABILITY: SURFACE MOTION
 BG4862
 BG4862  HISTORY     - Date     Condition        Report By
 BG4862  HISTORY     - 1980     MONUMENTED       FLDT
 BG4862  HISTORY     - 20030216 MARK NOT FOUND   USPSQD
 BG4862
 BG4862                          STATION DESCRIPTION
 BG4862
 BG4862'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980
 BG4862'5.6 KM (3.50 MI) WEST FROM SEAGROVE BEACH.
 BG4862'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE
 BG4862'SMALL VILLAGE OF SEAGROVE BEACH, GO WEST NORTHWEST ON STATE ROAD 30A
 BG4862'FOR 2.9 MILES TO STATE ROAD 283, GO SOUTH ON STATE ROAD 283 FOR 0.6
 BG4862'MILE TO GRAYTON BEACH WHERE THE ROAD TURNS SOUTHEAST, CONTINUE SOUTH
 BG4862'FOR ABOUT 250 FEET TO THE BEACH AND THE MARK ON TOP OF A SAND DUNE,
 BG4862'20 FEET EAST OF THE WEST EDGE OF THE DUNE AND 7 FEET NORTH OF THE
 BG4862'SOUTH EDGE OF THE DUNE.
 BG4862'THE MARK IS 0.3 METERS  S FROM  A WITNESS POST
 BG4862
 BG4862                          STATION RECOVERY (2003)
 BG4862
 BG4862'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 BG4862'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4865 ***********************************************************************
 BG4865  DESIGNATION -  60 80 A 26 2
 BG4865  PID         -  BG4865
 BG4865  STATE/COUNTY-  FL/WALTON
 BG4865  COUNTRY     -  US
 BG4865  USGS QUAD   -  POINT WASHINGTON (2018)
 BG4865
 BG4865                         *CURRENT SURVEY CONTROL
 BG4865  ______________________________________________________________________
 BG4865* NAD 83(1986) POSITION- 30 18 03.     (N) 086 04 50.     (W)   SCALED
 BG4865* NAVD 88 ORTHO HEIGHT -    10.05  (meters)       33.0   (feet) RESET
 BG4865  ______________________________________________________________________
 BG4865  GEOID HEIGHT    -        -27.573 (meters)                     GEOID18
 BG4865  VERT ORDER      -  THIRD
 BG4865
 BG4865.The horizontal coordinates were scaled from a map and have
 BG4865.an estimated accuracy of +/- 6 seconds.
 BG4865
 BG4865.The orthometric height was computed from unverified reset data.
 BG4865
 BG4865.No vertical observational check was made to the station.
 BG4865
 BG4865.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4865.GEOID18 height accuracy estimate available here.
 BG4865
 BG4865.Click photographs - Photos may exist for this station.
 BG4865
 BG4865;                    North         East    Units  Estimated Accuracy
 BG4865;SPC FL N     -   145,250.      447,970.      MT  (+/- 180 meters Scaled)
 BG4865
 BG4865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU884524(NAD 83)
 BG4865
 BG4865                          SUPERSEDED SURVEY CONTROL
 BG4865
 BG4865.No superseded survey control is available for this station.
 BG4865
 BG4865_MARKER: DD = SURVEY DISK
 BG4865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4865_STAMPING: 60 80 A26-2
 BG4865_MARK LOGO: FLDT
 BG4865_PROJECTION: RECESSED 15 CENTIMETERS
 BG4865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4865+STABILITY: SURFACE MOTION
 BG4865
 BG4865  HISTORY     - Date     Condition        Report By
 BG4865  HISTORY     - 1980     MONUMENTED       FLDT
 BG4865
 BG4865                          STATION DESCRIPTION
 BG4865
 BG4865'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980
 BG4865'5.8 KM (3.60 MI) SE FROM SEAGROVE BEACH.
 BG4865'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE
 BG4865'SMALL VILLAGE OF SEAGROVE BEACH, GO EASTERLY ON STATE ROAD 30A FOR
 BG4865'1.6 MILES TO A Y INTERSECTION, TAKE THE RIGHT FORK AND GO SOUTHEAST
 BG4865'ON THE PAVED ROAD FOR 0.5 MILE TO THE BEACH, CONTINUE SOUTHEAST ALONG
 BG4865'THE BEACH FOR 1.5 MILES AND THE MARK ON TOP OF A SAND DUNE, 13 FEET
 BG4865'NORTH OF THE SOUTH EDGE OF THE DUNE, AND 10 FEET SOUTH OF THE NORTH
 BG4865'EDGE OF THE DUNE.
 BG4865'THE MARK IS 1.8 METERS  S FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4866 ***********************************************************************
 BG4866  DESIGNATION -  60 80 A 26 2 RM 1
 BG4866  PID         -  BG4866
 BG4866  STATE/COUNTY-  FL/WALTON
 BG4866  COUNTRY     -  US
 BG4866  USGS QUAD   -  POINT WASHINGTON (2018)
 BG4866
 BG4866                         *CURRENT SURVEY CONTROL
 BG4866  ______________________________________________________________________
 BG4866* NAD 83(1986) POSITION- 30 18 03.     (N) 086 04 50.     (W)   SCALED
 BG4866* NAVD 88 ORTHO HEIGHT -     9.79  (meters)       32.1   (feet) RESET
 BG4866  ______________________________________________________________________
 BG4866  GEOID HEIGHT    -        -27.573 (meters)                     GEOID18
 BG4866  VERT ORDER      -  THIRD
 BG4866
 BG4866.The horizontal coordinates were scaled from a map and have
 BG4866.an estimated accuracy of +/- 6 seconds.
 BG4866
 BG4866.The orthometric height was computed from unverified reset data.
 BG4866
 BG4866.No vertical observational check was made to the station.
 BG4866
 BG4866.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4866.GEOID18 height accuracy estimate available here.
 BG4866
 BG4866.Click photographs - Photos may exist for this station.
 BG4866
 BG4866;                    North         East    Units  Estimated Accuracy
 BG4866;SPC FL N     -   145,250.      447,970.      MT  (+/- 180 meters Scaled)
 BG4866
 BG4866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU884524(NAD 83)
 BG4866
 BG4866                          SUPERSEDED SURVEY CONTROL
 BG4866
 BG4866.No superseded survey control is available for this station.
 BG4866
 BG4866_MARKER: DD = SURVEY DISK
 BG4866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4866_STAMPING: 60 80 A26-2 RM 1
 BG4866_MARK LOGO: FLDT
 BG4866_PROJECTION: RECESSED 5 CENTIMETERS
 BG4866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4866+STABILITY: SURFACE MOTION
 BG4866
 BG4866  HISTORY     - Date     Condition        Report By
 BG4866  HISTORY     - 1980     MONUMENTED       FLDT
 BG4866
 BG4866                          STATION DESCRIPTION
 BG4866
 BG4866'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980
 BG4866'5.8 KM (3.60 MI) SE FROM SEAGROVE BEACH.
 BG4866'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE
 BG4866'SMALL VILLAGE OF SEAGROVE BEACH, GO EASTERLY ON STATE ROAD 30A FOR
 BG4866'1.6 MILES TO A Y INTERSECTION, TAKE THE RIGHT FORK AND GO SOUTHEAST
 BG4866'ON THE PAVED ROAD FOR 0.5 MILE TO THE BEACH, CONTINUE SOUTHEAST ALONG
 BG4866'THE BEACH FOR 1.5 MILES AND THE MARK ON TOP OF A SAND DUNE, 30 FEET
 BG4866'WEST OF THE HIGHEST POINT OF THE EAST EDGE OF THE DUNE AND 6 FEET
 BG4866'SOUTH OF THE NORTH EDGE OF THE DUNE.
 BG4866'THE MARK IS 0.3 METERS  N FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4863 ***********************************************************************
 BG4863  DESIGNATION -  60 80 A 27 2
 BG4863  PID         -  BG4863
 BG4863  STATE/COUNTY-  FL/WALTON
 BG4863  COUNTRY     -  US
 BG4863  USGS QUAD   -  POINT WASHINGTON (2018)
 BG4863
 BG4863                         *CURRENT SURVEY CONTROL
 BG4863  ______________________________________________________________________
 BG4863* NAD 83(1986) POSITION- 30 17 42.     (N) 086 03 51.     (W)   SCALED
 BG4863* NAVD 88 ORTHO HEIGHT -    10.36  (meters)       34.0   (feet) RESET
 BG4863  ______________________________________________________________________
 BG4863  GEOID HEIGHT    -        -27.585 (meters)                     GEOID18
 BG4863  VERT ORDER      -  THIRD
 BG4863
 BG4863.The horizontal coordinates were scaled from a map and have
 BG4863.an estimated accuracy of +/- 6 seconds.
 BG4863
 BG4863.The orthometric height was computed from unverified reset data.
 BG4863
 BG4863.No vertical observational check was made to the station.
 BG4863
 BG4863.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4863.GEOID18 height accuracy estimate available here.
 BG4863
 BG4863.Click photographs - Photos may exist for this station.
 BG4863
 BG4863;                    North         East    Units  Estimated Accuracy
 BG4863;SPC FL N     -   144,580.      449,540.      MT  (+/- 180 meters Scaled)
 BG4863
 BG4863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU899518(NAD 83)
 BG4863
 BG4863                          SUPERSEDED SURVEY CONTROL
 BG4863
 BG4863.No superseded survey control is available for this station.
 BG4863
 BG4863_MARKER: DD = SURVEY DISK
 BG4863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4863_STAMPING: 60 80 A27-2
 BG4863_MARK LOGO: FLDT
 BG4863_PROJECTION: RECESSED 15 CENTIMETERS
 BG4863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4863+STABILITY: SURFACE MOTION
 BG4863
 BG4863  HISTORY     - Date     Condition        Report By
 BG4863  HISTORY     - 1980     MONUMENTED       FLDT
 BG4863
 BG4863                          STATION DESCRIPTION
 BG4863
 BG4863'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980
 BG4863'7.4 KM (4.60 MI) SE FROM SEAGROVE BEACH.
 BG4863'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE
 BG4863'SMALL VILLAGE OF SEAGROVE BEACH, GO EASTERLY ON STATE ROAD 30A FOR
 BG4863'1.6 MILES TO A Y INTERSECTION, TAKE THE RIGHT FORK AND GO SOUTHEAST
 BG4863'ON THE PAVED ROAD FOR 0.5 MILE TO THE BEACH, CONTINUE SOUTHEAST ALONG
 BG4863'THE BEACH FOR ABOUT 2.5 MILES AND THE MARK, ABOUT 300 FEET SOUTH OF A
 BG4863'STREAM OUTLET FROM A LAKE, 48 FEET NORTHWEST OF THE SOUTH EDGE OF A
 BG4863'SAND DUNE AND 15 FEET WEST OF THE SAND DUNE GRASSLINE.
 BG4863'THE MARK IS 1.22 METERS  SE FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4864 ***********************************************************************
 BG4864  DESIGNATION -  60 80 A 27 2 RM 2
 BG4864  PID         -  BG4864
 BG4864  STATE/COUNTY-  FL/WALTON
 BG4864  COUNTRY     -  US
 BG4864  USGS QUAD   -  POINT WASHINGTON (2018)
 BG4864
 BG4864                         *CURRENT SURVEY CONTROL
 BG4864  ______________________________________________________________________
 BG4864* NAD 83(1986) POSITION- 30 17 42.     (N) 086 03 51.     (W)   SCALED
 BG4864* NAVD 88 ORTHO HEIGHT -     9.23  (meters)       30.3   (feet) RESET
 BG4864  ______________________________________________________________________
 BG4864  GEOID HEIGHT    -        -27.585 (meters)                     GEOID18
 BG4864  VERT ORDER      -  THIRD
 BG4864
 BG4864.The horizontal coordinates were scaled from a map and have
 BG4864.an estimated accuracy of +/- 6 seconds.
 BG4864
 BG4864.The orthometric height was computed from unverified reset data.
 BG4864
 BG4864.No vertical observational check was made to the station.
 BG4864
 BG4864.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4864.GEOID18 height accuracy estimate available here.
 BG4864
 BG4864.Click photographs - Photos may exist for this station.
 BG4864
 BG4864;                    North         East    Units  Estimated Accuracy
 BG4864;SPC FL N     -   144,580.      449,540.      MT  (+/- 180 meters Scaled)
 BG4864
 BG4864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU899518(NAD 83)
 BG4864
 BG4864                          SUPERSEDED SURVEY CONTROL
 BG4864
 BG4864.No superseded survey control is available for this station.
 BG4864
 BG4864_MARKER: DD = SURVEY DISK
 BG4864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4864_STAMPING: 60 80 A27-2 RM 2
 BG4864_MARK LOGO: FLDT
 BG4864_PROJECTION: RECESSED 10 CENTIMETERS
 BG4864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4864+STABILITY: SURFACE MOTION
 BG4864
 BG4864  HISTORY     - Date     Condition        Report By
 BG4864  HISTORY     - 1980     MONUMENTED       FLDT
 BG4864
 BG4864                          STATION DESCRIPTION
 BG4864
 BG4864'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1980
 BG4864'7.4 KM (4.60 MI) SE FROM SEAGROVE BEACH.
 BG4864'FROM THE INTERSECTION OF STATE ROAD 395 AND STATE ROAD 30A, IN THE
 BG4864'SMALL VILLAGE OF SEAGROVE BEACH, GO EASTERLY ON STATE ROAD 30A FOR
 BG4864'1.6 MILES TO A Y INTERSECTION, TAKE THE RIGHT FORK AND GO SOUTHEAST
 BG4864'ON THE PAVED ROAD FOR 0.5 MILE TO THE BEACH, CONTINUE SOUTHEAST ALONG
 BG4864'THE BEACH FOR ABOUT 2.5 MILES AND THE MARK, ABOUT 300 FEET SOUTH OF A
 BG4864'STREAM OUTLET FROM A LAKE, AND 43 FEET EAST OF THE EDGE OF THE SAND
 BG4864'DUNE.
 BG4864'THE MARK IS 3.0 METERS  S FROM  A WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7658 ***********************************************************************
 AF7658  DESIGNATION -  60 92 92 A03
 AF7658  PID         -  AF7658
 AF7658  STATE/COUNTY-  FL/OSCEOLA
 AF7658  COUNTRY     -  US
 AF7658  USGS QUAD   -  LAKE MARIAN SE (2018)
 AF7658
 AF7658                         *CURRENT SURVEY CONTROL
 AF7658  ______________________________________________________________________
 AF7658* NAD 83(2011) POSITION- 27 46 29.96037(N) 081 07 09.37893(W)   ADJUSTED
 AF7658* NAD 83(2011) ELLIP HT-    -9.156 (meters)        (06/27/12)   ADJUSTED
 AF7658* NAD 83(2011) EPOCH   -  2010.00
 AF7658* NAVD 88 ORTHO HEIGHT -    17.6   (meters)       58.    (feet) GPS OBS
 AF7658  ______________________________________________________________________
 AF7658  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AF7658  GEOID HEIGHT    -        -27.710 (meters)                     GEOID93
 AF7658  GEOID HEIGHT    -        -26.736 (meters)                     GEOID18
 AF7658  NAD 83(2011) X  -    871,830.831 (meters)                     COMP
 AF7658  NAD 83(2011) Y  - -5,579,673.311 (meters)                     COMP
 AF7658  NAD 83(2011) Z  -  2,954,461.616 (meters)                     COMP
 AF7658  LAPLACE CORR    -          0.64  (seconds)                    DEFLEC18
 AF7658
 AF7658  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF7658  Standards:
 AF7658         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF7658            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF7658  -------------------------------------------------------------------
 AF7658  NETWORK    1.43   2.39           0.62   0.55   1.22     -0.02105571
 AF7658  -------------------------------------------------------------------
 AF7658  Click here for local accuracies and other accuracy information.
 AF7658
 AF7658.The horizontal coordinates were established by GPS observations
 AF7658.and adjusted by the National Geodetic Survey in June 2012.
 AF7658
 AF7658.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF7658.been affixed to the stable North American tectonic plate. See 
 AF7658.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF7658
 AF7658.The horizontal coordinates are valid at the epoch date displayed above
 AF7658.which is a decimal equivalence of Year/Month/Day.
 AF7658
 AF7658.The orthometric height was determined by GPS observations and a
 AF7658.high-resolution geoid model.
 AF7658
 AF7658.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7658.GEOID18 height accuracy estimate available here.
 AF7658
 AF7658.Click photographs - Photos may exist for this station.
 AF7658
 AF7658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7658
 AF7658.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7658
 AF7658.The ellipsoidal height was determined by GPS observations
 AF7658.and is referenced to NAD 83.
 AF7658
 AF7658. The following values were computed from the NAD 83(2011) position.
 AF7658
 AF7658;                    North         East     Units Scale Factor Converg.
 AF7658;SPC FL E     -   381,280.966   188,244.598   MT  0.99994288   -0 03 20.1
 AF7658;SPC FL E     - 1,250,919.30    617,599.15   sFT  0.99994288   -0 03 20.1
 AF7658;SPC FL W     -   381,586.184   286,806.181   MT  1.00003415   +0 24 37.6
 AF7658;SPC FL W     - 1,251,920.67    940,963.28   sFT  1.00003415   +0 24 37.6
 AF7658;UTM  17      - 3,072,282.856   488,248.609   MT  0.99960170   -0 03 20.1
 AF7658
 AF7658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7658!SPC FL E     -   1.00000144  x   0.99994288  =   0.99994432
 AF7658!SPC FL W     -   1.00000144  x   1.00003415  =   1.00003559
 AF7658!UTM  17      -   1.00000144  x   0.99960170  =   0.99960314
 AF7658
 AF7658:                Primary Azimuth Mark                     Grid Az
 AF7658:SPC FL E     -  60 92 92 A04                             120 48 43.9
 AF7658:SPC FL W     -  60 92 92 A04                             120 20 46.2
 AF7658:UTM  17      -  60 92 92 A04                             120 48 43.9
 AF7658
 AF7658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML8824872282(NAD 83)
 AF7658
 AF7658|---------------------------------------------------------------------|
 AF7658| PID    Reference Object                     Distance      Geod. Az  |
 AF7658|                                                           dddmmss.s |
 AF7658| AF7659 60 92 92 A04                        458.448 METERS 1204523.8 |
 AF7658|---------------------------------------------------------------------|
 AF7658
 AF7658                          SUPERSEDED SURVEY CONTROL
 AF7658
 AF7658  NAD 83(2007)-  27 46 29.95986(N)    081 07 09.37980(W) AD(2002.00) 0
 AF7658  ELLIP H (02/10/07)   -9.137  (m)                       GP(2002.00)    
 AF7658  NAD 83(1999)-  27 46 29.95978(N)    081 07 09.37975(W) AD(       ) 1
 AF7658  ELLIP H (05/31/01)   -9.116  (m)                       GP(       ) 4 1
 AF7658  NAD 83(1990)-  27 46 29.95916(N)    081 07 09.37931(W) AD(       ) 1
 AF7658
 AF7658.Superseded values are not recommended for survey control.
 AF7658
 AF7658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7658.See file dsdata.pdf to determine how the superseded data were derived.
 AF7658
 AF7658_MARKER: DE = TRAVERSE STATION DISK
 AF7658_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AF7658_SP_SET: IRREGULAR CONCRETE MASS
 AF7658_STAMPING: 60-92-92-A03
 AF7658_MARK LOGO: FLDT
 AF7658_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF7658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7658+STABILITY: SURFACE MOTION
 AF7658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7658+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF7658
 AF7658  HISTORY     - Date     Condition        Report By
 AF7658  HISTORY     - 1992     MONUMENTED       HEIDT
 AF7658  HISTORY     - 20070413 MARK NOT FOUND   FLDEP
 AF7658  HISTORY     - 20240618 MARK NOT FOUND   GEOCAC
 AF7658
 AF7658                          STATION DESCRIPTION
 AF7658
 AF7658'DESCRIBED BY HEIDT AND ASSOCIATES INCORPORATED 1992
 AF7658'THE STATION IS LOCATED NEAR YEEHAW JUNCTION, FLORIDA.
 AF7658'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND
 AF7658'STATE ROAD NO. 60 AT YEEHAW JUNCTION, FLORIDA, GO WESTERLY 22.77 KM
 AF7658'(14.15 MI) ALONG STATE ROAD NO. 60 TO THE STATION ON THE RIGHT.
 AF7658'THE STATION IS 0.13 M (0.4 FT) BELOW GROUND LEVEL. LOCATED 3.95 M
 AF7658'(13.0 FT) NORTHERLY OF THE NORTHERLY EDGE OF PAVEMENT OF STATE ROAD
 AF7658'NO. 60, 27.12 M (89.0 FT) EASTERLY OF THE EAST END OF A GAURDRAIL,
 AF7658'7.62 M (25.0 FT) SOUTHERLY OF A BARBED WIRE FENCE, AND 0.60 M
 AF7658'(2.0 FT) SOUTHERLY OF A METAL WITNESS POST.
 AF7658
 AF7658                          STATION RECOVERY (2007)
 AF7658
 AF7658'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF7658'THE MARK WAS SEARCHED FOR BUT NOT FOUND.
 AF7658
 AF7658                          STATION RECOVERY (2024)
 AF7658
 AF7658'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 AF7658'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7659 ***********************************************************************
 AF7659  DESIGNATION -  60 92 92 A04
 AF7659  PID         -  AF7659
 AF7659  STATE/COUNTY-  FL/OSCEOLA
 AF7659  COUNTRY     -  US
 AF7659  USGS QUAD   -  LAKE MARIAN SE (2018)
 AF7659
 AF7659                         *CURRENT SURVEY CONTROL
 AF7659  ______________________________________________________________________
 AF7659* NAD 83(2011) POSITION- 27 46 22.34384(N) 081 06 54.99000(W)   ADJUSTED
 AF7659* NAD 83(2011) ELLIP HT-    -8.179 (meters)        (06/27/12)   ADJUSTED
 AF7659* NAD 83(2011) EPOCH   -  2010.00
 AF7659* NAVD 88 ORTHO HEIGHT -    18.6   (meters)       61.    (feet) GPS OBS
 AF7659  ______________________________________________________________________
 AF7659  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AF7659  GEOID HEIGHT    -        -27.700 (meters)                     GEOID93
 AF7659  GEOID HEIGHT    -        -26.724 (meters)                     GEOID18
 AF7659  NAD 83(2011) X  -    872,237.071 (meters)                     COMP
 AF7659  NAD 83(2011) Y  - -5,579,721.274 (meters)                     COMP
 AF7659  NAD 83(2011) Z  -  2,954,254.629 (meters)                     COMP
 AF7659  LAPLACE CORR    -          0.60  (seconds)                    DEFLEC18
 AF7659
 AF7659  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF7659  Standards:
 AF7659         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF7659            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF7659  -------------------------------------------------------------------
 AF7659  NETWORK    1.43   2.39           0.62   0.55   1.22     -0.02311300
 AF7659  -------------------------------------------------------------------
 AF7659  Click here for local accuracies and other accuracy information.
 AF7659
 AF7659.The horizontal coordinates were established by GPS observations
 AF7659.and adjusted by the National Geodetic Survey in June 2012.
 AF7659
 AF7659.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF7659.been affixed to the stable North American tectonic plate. See 
 AF7659.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF7659
 AF7659.The horizontal coordinates are valid at the epoch date displayed above
 AF7659.which is a decimal equivalence of Year/Month/Day.
 AF7659
 AF7659.The orthometric height was determined by GPS observations and a
 AF7659.high-resolution geoid model.
 AF7659
 AF7659.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7659.GEOID18 height accuracy estimate available here.
 AF7659
 AF7659.Click photographs - Photos may exist for this station.
 AF7659
 AF7659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7659
 AF7659.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7659
 AF7659.The ellipsoidal height was determined by GPS observations
 AF7659.and is referenced to NAD 83.
 AF7659
 AF7659. The following values were computed from the NAD 83(2011) position.
 AF7659
 AF7659;                    North         East     Units Scale Factor Converg.
 AF7659;SPC FL E     -   381,046.150   188,638.315   MT  0.99994277   -0 03 13.4
 AF7659;SPC FL E     - 1,250,148.91    618,890.87   sFT  0.99994277   -0 03 13.4
 AF7659;SPC FL W     -   381,354.557   287,201.830   MT  1.00003500   +0 24 44.2
 AF7659;SPC FL W     - 1,251,160.74    942,261.34   sFT  1.00003500   +0 24 44.2
 AF7659;UTM  17      - 3,072,048.120   488,642.191   MT  0.99960159   -0 03 13.4
 AF7659
 AF7659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7659!SPC FL E     -   1.00000128  x   0.99994277  =   0.99994405
 AF7659!SPC FL W     -   1.00000128  x   1.00003500  =   1.00003628
 AF7659!UTM  17      -   1.00000128  x   0.99960159  =   0.99960287
 AF7659
 AF7659:                Primary Azimuth Mark                     Grid Az
 AF7659:SPC FL E     -  60 92 92 A03                             300 48 43.9
 AF7659:SPC FL W     -  60 92 92 A03                             300 20 46.3
 AF7659:UTM  17      -  60 92 92 A03                             300 48 43.9
 AF7659
 AF7659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML8864272048(NAD 83)
 AF7659
 AF7659|---------------------------------------------------------------------|
 AF7659| PID    Reference Object                     Distance      Geod. Az  |
 AF7659|                                                           dddmmss.s |
 AF7659| AF7658 60 92 92 A03                        458.448 METERS 3004530.5 |
 AF7659|---------------------------------------------------------------------|
 AF7659
 AF7659                          SUPERSEDED SURVEY CONTROL
 AF7659
 AF7659  NAD 83(2007)-  27 46 22.34332(N)    081 06 54.99088(W) AD(2002.00) 0
 AF7659  ELLIP H (02/10/07)   -8.160  (m)                       GP(2002.00)    
 AF7659  NAD 83(1999)-  27 46 22.34324(N)    081 06 54.99083(W) AD(       ) 1
 AF7659  ELLIP H (05/31/01)   -8.139  (m)                       GP(       ) 4 1
 AF7659  NAD 83(1990)-  27 46 22.34262(N)    081 06 54.99039(W) AD(       ) 1
 AF7659
 AF7659.Superseded values are not recommended for survey control.
 AF7659
 AF7659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7659.See file dsdata.pdf to determine how the superseded data were derived.
 AF7659
 AF7659_MARKER: DE = TRAVERSE STATION DISK
 AF7659_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AF7659_SP_SET: IRREGULAR CONCRETE MASS
 AF7659_STAMPING: 60-92-92-A04
 AF7659_MARK LOGO: FLDT
 AF7659_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF7659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7659+STABILITY: SURFACE MOTION
 AF7659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7659+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF7659
 AF7659  HISTORY     - Date     Condition        Report By
 AF7659  HISTORY     - 1992     MONUMENTED       HEIDT
 AF7659  HISTORY     - 20070413 MARK NOT FOUND   FLDEP
 AF7659  HISTORY     - 20240613 MARK NOT FOUND   GEOCAC
 AF7659
 AF7659                          STATION DESCRIPTION
 AF7659
 AF7659'DESCRIBED BY HEIDT AND ASSOCIATES INCORPORATED 1992
 AF7659'THE STATION IS LOCATED NEAR YEEHAW JUNCTION, FLORIDA.
 AF7659'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND
 AF7659'STATE ROAD NO. 60 AT YEEHAW JUNCTION, FLORIDA, GO WESTERLY 22.29 KM
 AF7659'(13.85 MI) ALONG STATE ROAD NO. 60 TO THE STATION ON THE LEFT NEAR AN
 AF7659'ENTRANCEWAY INTO A PASTURE.
 AF7659'THE STATION IS FLUSH WITH THE GROUND. LOCATED 7.92 M (26.0 FT)
 AF7659'SOUTHERLY OF THE CENTERLINE OF PAVEMENT OF STATE ROAD NO. 60, 9.14 M
 AF7659'(30.0 FT) NORTHERLY OF A FENCE CORNER, 18.8 M (61.7 FT) NORTHWESTERLY
 AF7659'OF AT A FENCE CORNER AT THE EAST END OF A GATE ENTERING PASTURE, AND
 AF7659'0.91 M (3.0 FT) NORTHEASTERLY OF A METAL WITNESS POST.
 AF7659
 AF7659                          STATION RECOVERY (2007)
 AF7659
 AF7659'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF7659'THE MARK WAS SEARCHED FOR BUT NOT FOUND.
 AF7659
 AF7659                          STATION RECOVERY (2024)
 AF7659
 AF7659'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 AF7659'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7660 ***********************************************************************
 AF7660  DESIGNATION -  60 92 92 A05
 AF7660  PID         -  AF7660
 AF7660  STATE/COUNTY-  FL/OSCEOLA
 AF7660  COUNTRY     -  US
 AF7660  USGS QUAD   -  FORT KISSIMMEE NE (2018)
 AF7660
 AF7660                         *CURRENT SURVEY CONTROL
 AF7660  ______________________________________________________________________
 AF7660* NAD 83(2011) POSITION- 27 43 46.07945(N) 081 00 47.18193(W)   ADJUSTED
 AF7660* NAD 83(2011) ELLIP HT-    -5.787 (meters)        (06/27/12)   ADJUSTED
 AF7660* NAD 83(2011) EPOCH   -  2010.00
 AF7660* NAVD 88 ORTHO HEIGHT -    20.9   (meters)       69.    (feet) GPS OBS
 AF7660  ______________________________________________________________________
 AF7660  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AF7660  GEOID HEIGHT    -        -27.610 (meters)                     GEOID93
 AF7660  GEOID HEIGHT    -        -26.590 (meters)                     GEOID18
 AF7660  NAD 83(2011) X  -    882,535.548 (meters)                     COMP
 AF7660  NAD 83(2011) Y  - -5,580,371.396 (meters)                     COMP
 AF7660  NAD 83(2011) Z  -  2,949,998.877 (meters)                     COMP
 AF7660  LAPLACE CORR    -         -1.61  (seconds)                    DEFLEC18
 AF7660
 AF7660  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF7660  Standards:
 AF7660         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF7660            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF7660  -------------------------------------------------------------------
 AF7660  NETWORK    1.64   2.98           0.70   0.64   1.52      0.09834661
 AF7660  -------------------------------------------------------------------
 AF7660  Click here for local accuracies and other accuracy information.
 AF7660
 AF7660.The horizontal coordinates were established by GPS observations
 AF7660.and adjusted by the National Geodetic Survey in June 2012.
 AF7660
 AF7660.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF7660.been affixed to the stable North American tectonic plate. See 
 AF7660.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF7660
 AF7660.The horizontal coordinates are valid at the epoch date displayed above
 AF7660.which is a decimal equivalence of Year/Month/Day.
 AF7660
 AF7660.The orthometric height was determined by GPS observations and a
 AF7660.high-resolution geoid model.
 AF7660
 AF7660.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7660.GEOID18 height accuracy estimate available here.
 AF7660
 AF7660.Click photographs - Photos may exist for this station.
 AF7660
 AF7660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7660
 AF7660.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7660
 AF7660.The ellipsoidal height was determined by GPS observations
 AF7660.and is referenced to NAD 83.
 AF7660
 AF7660. The following values were computed from the NAD 83(2011) position.
 AF7660
 AF7660;                    North         East     Units Scale Factor Converg.
 AF7660;SPC FL E     -   376,231.035   198,707.731   MT  0.99994120   -0 00 22.0
 AF7660;SPC FL E     - 1,234,351.32    651,926.95   sFT  0.99994120   -0 00 22.0
 AF7660;UTM  17      - 3,067,234.648   498,708.172   MT  0.99960002   -0 00 22.0
 AF7660
 AF7660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7660!SPC FL E     -   1.00000091  x   0.99994120  =   0.99994211
 AF7660!UTM  17      -   1.00000091  x   0.99960002  =   0.99960093
 AF7660
 AF7660:                Primary Azimuth Mark                     Grid Az
 AF7660:SPC FL E     -  60 92 92 A06                             113 05 53.6
 AF7660:UTM  17      -  60 92 92 A06                             113 05 53.6
 AF7660
 AF7660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML9870867234(NAD 83)
 AF7660
 AF7660|---------------------------------------------------------------------|
 AF7660| PID    Reference Object                     Distance      Geod. Az  |
 AF7660|                                                           dddmmss.s |
 AF7660| AF7661 60 92 92 A06                        481.325 METERS 1130531.6 |
 AF7660|---------------------------------------------------------------------|
 AF7660
 AF7660                          SUPERSEDED SURVEY CONTROL
 AF7660
 AF7660  NAD 83(2007)-  27 43 46.07915(N)    081 00 47.18283(W) AD(2002.00) 0
 AF7660  ELLIP H (02/10/07)   -5.767  (m)                       GP(2002.00)    
 AF7660  NAD 83(1999)-  27 43 46.07905(N)    081 00 47.18279(W) AD(       ) 1
 AF7660  ELLIP H (05/31/01)   -5.746  (m)                       GP(       ) 4 1
 AF7660  NAD 83(1990)-  27 43 46.07800(N)    081 00 47.18155(W) AD(       ) 1
 AF7660
 AF7660.Superseded values are not recommended for survey control.
 AF7660
 AF7660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7660.See file dsdata.pdf to determine how the superseded data were derived.
 AF7660
 AF7660_MARKER: DE = TRAVERSE STATION DISK
 AF7660_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AF7660_SP_SET: IRREGULAR CONCRETE MASS
 AF7660_STAMPING: 60-92-92-A05
 AF7660_MARK LOGO: FLDT
 AF7660_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF7660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7660+STABILITY: SURFACE MOTION
 AF7660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7660+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF7660
 AF7660  HISTORY     - Date     Condition        Report By
 AF7660  HISTORY     - 1992     MONUMENTED       HEIDT
 AF7660  HISTORY     - 20000106 MARK NOT FOUND   FLDEP
 AF7660  HISTORY     - 20070412 MARK NOT FOUND   FLDEP
 AF7660  HISTORY     - 20240610 MARK NOT FOUND   GEOCAC
 AF7660
 AF7660                          STATION DESCRIPTION
 AF7660
 AF7660'DESCRIBED BY HEIDT AND ASSOCIATES INCORPORATED 1992
 AF7660'THE STATION IS LOCATED NEAR YEEHAW JUNCTION, FLORIDA.
 AF7660'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND
 AF7660'STATE ROAD NO. 60 AT YEEHAW JUNCTION, FLORIDA, GO WESTERLY 11.26 KM
 AF7660'(7.00 MI) ALONG STATE ROAD NO. 60 TO THE STATION ON THE LEFT.
 AF7660'THE STATION IS FLUSH WITH THE GROUND. LOCATED 3.35 M (11.0 FT)
 AF7660'SOUTHERLY OF THE SOUTHERLY EDGE OF PAVEMENT OF STATE ROAD NO. 60, AND
 AF7660'0.60 M (2.0 FT) NORTHERLY OF A METAL WITNESS POST.
 AF7660
 AF7660                          STATION RECOVERY (2000)
 AF7660
 AF7660'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AF7660'MARK NOT FOUND.
 AF7660
 AF7660                          STATION RECOVERY (2007)
 AF7660
 AF7660'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF7660'THE MARK WAS SEARCHED FOR BUT NOT FOUND.
 AF7660
 AF7660                          STATION RECOVERY (2024)
 AF7660
 AF7660'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 AF7660'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7661 ***********************************************************************
 AF7661  DESIGNATION -  60 92 92 A06
 AF7661  PID         -  AF7661
 AF7661  STATE/COUNTY-  FL/OSCEOLA
 AF7661  COUNTRY     -  US
 AF7661  USGS QUAD   -  FORT KISSIMMEE NE (2018)
 AF7661
 AF7661                         *CURRENT SURVEY CONTROL
 AF7661  ______________________________________________________________________
 AF7661* NAD 83(2011) POSITION- 27 43 39.94635(N) 081 00 31.01759(W)   ADJUSTED
 AF7661* NAD 83(2011) ELLIP HT-    -5.727 (meters)        (06/27/12)   ADJUSTED
 AF7661* NAD 83(2011) EPOCH   -  2010.00
 AF7661* NAVD 88 ORTHO HEIGHT -    20.9   (meters)       69.    (feet) GPS OBS
 AF7661  ______________________________________________________________________
 AF7661  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AF7661  GEOID HEIGHT    -        -27.610 (meters)                     GEOID93
 AF7661  GEOID HEIGHT    -        -26.591 (meters)                     GEOID18
 AF7661  NAD 83(2011) X  -    882,986.598 (meters)                     COMP
 AF7661  NAD 83(2011) Y  - -5,580,389.031 (meters)                     COMP
 AF7661  NAD 83(2011) Z  -  2,949,831.797 (meters)                     COMP
 AF7661  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 AF7661
 AF7661  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF7661  Standards:
 AF7661         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF7661            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF7661  -------------------------------------------------------------------
 AF7661  NETWORK    1.65   3.02           0.70   0.65   1.54      0.09947724
 AF7661  -------------------------------------------------------------------
 AF7661  Click here for local accuracies and other accuracy information.
 AF7661
 AF7661.The horizontal coordinates were established by GPS observations
 AF7661.and adjusted by the National Geodetic Survey in June 2012.
 AF7661
 AF7661.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF7661.been affixed to the stable North American tectonic plate. See 
 AF7661.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF7661
 AF7661.The horizontal coordinates are valid at the epoch date displayed above
 AF7661.which is a decimal equivalence of Year/Month/Day.
 AF7661
 AF7661.The orthometric height was determined by GPS observations and a
 AF7661.high-resolution geoid model.
 AF7661
 AF7661.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7661.GEOID18 height accuracy estimate available here.
 AF7661
 AF7661.Click photographs - Photos may exist for this station.
 AF7661
 AF7661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7661
 AF7661.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7661
 AF7661.The ellipsoidal height was determined by GPS observations
 AF7661.and is referenced to NAD 83.
 AF7661
 AF7661. The following values were computed from the NAD 83(2011) position.
 AF7661
 AF7661;                    North         East     Units Scale Factor Converg.
 AF7661;SPC FL E     -   376,042.218   199,150.444   MT  0.99994119   -0 00 14.4
 AF7661;SPC FL E     - 1,233,731.84    653,379.42   sFT  0.99994119   -0 00 14.4
 AF7661;UTM  17      - 3,067,045.895   499,150.734   MT  0.99960001   -0 00 14.4
 AF7661
 AF7661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7661!SPC FL E     -   1.00000090  x   0.99994119  =   0.99994209
 AF7661!UTM  17      -   1.00000090  x   0.99960001  =   0.99960091
 AF7661
 AF7661:                Primary Azimuth Mark                     Grid Az
 AF7661:SPC FL E     -  60 92 92 A05                             293 05 53.6
 AF7661:UTM  17      -  60 92 92 A05                             293 05 53.6
 AF7661
 AF7661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML9915067045(NAD 83)
 AF7661
 AF7661|---------------------------------------------------------------------|
 AF7661| PID    Reference Object                     Distance      Geod. Az  |
 AF7661|                                                           dddmmss.s |
 AF7661| AF7660 60 92 92 A05                        481.325 METERS 2930539.2 |
 AF7661|---------------------------------------------------------------------|
 AF7661
 AF7661                          SUPERSEDED SURVEY CONTROL
 AF7661
 AF7661  NAD 83(2007)-  27 43 39.94605(N)    081 00 31.01849(W) AD(2002.00) 0
 AF7661  ELLIP H (02/10/07)   -5.707  (m)                       GP(2002.00)    
 AF7661  NAD 83(1999)-  27 43 39.94595(N)    081 00 31.01845(W) AD(       ) 1
 AF7661  ELLIP H (05/31/01)   -5.686  (m)                       GP(       ) 4 1
 AF7661  NAD 83(1990)-  27 43 39.94489(N)    081 00 31.01720(W) AD(       ) 1
 AF7661
 AF7661.Superseded values are not recommended for survey control.
 AF7661
 AF7661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7661.See file dsdata.pdf to determine how the superseded data were derived.
 AF7661
 AF7661_MARKER: DE = TRAVERSE STATION DISK
 AF7661_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AF7661_SP_SET: IRREGULAR CONCRETE MASS
 AF7661_STAMPING: 60-92-92-A06
 AF7661_MARK LOGO: FLDT
 AF7661_MAGNETIC: S = STEEL SPIKE IMBEDDED IN MONUMENT
 AF7661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7661+STABILITY: SURFACE MOTION
 AF7661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7661+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF7661
 AF7661  HISTORY     - Date     Condition        Report By
 AF7661  HISTORY     - 1992     MONUMENTED       HEIDT
 AF7661  HISTORY     - 20000106 MARK NOT FOUND   FLDEP
 AF7661  HISTORY     - 20070412 MARK NOT FOUND   FLDEP
 AF7661  HISTORY     - 20240610 MARK NOT FOUND   GEOCAC
 AF7661
 AF7661                          STATION DESCRIPTION
 AF7661
 AF7661'DESCRIBED BY HEIDT AND ASSOCIATES INCORPORATED 1992
 AF7661'THE STATION IS LOCATED NEAR YEEHAW JUNCTION, FLORIDA.
 AF7661'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND
 AF7661'STATE ROAD NO. 60 AT YEEHAW JUNCTION, FLORIDA, GO WESTERLY 10.78 KM
 AF7661'(6.70 MI) ALONG STATE ROAD NO. 60 TO THE STATION ON THE LEFT.
 AF7661'THE STATION IS 0.1 M (0.3 FT) BELOW GROUND LEVEL. LOCATED 4.05 M
 AF7661'(13.3 FT) SOUTHERLY OF THE SOUTHERLY EDGE OF PAVEMENT OF STATE ROAD
 AF7661'NO. 60, 9.75 M (32.0 FT) NORTHERLY OF A BARBED WIRE FENCE AND 0.60 M
 AF7661'(2.0 FT) NORTHERLY OF A METAL WITNESS POST.
 AF7661
 AF7661                          STATION RECOVERY (2000)
 AF7661
 AF7661'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AF7661'MARK NOT FOUND.
 AF7661
 AF7661                          STATION RECOVERY (2007)
 AF7661
 AF7661'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF7661'THE MARK WAS SEARCHED FOR BUT NOT FOUND.
 AF7661
 AF7661                          STATION RECOVERY (2024)
 AF7661
 AF7661'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 AF7661'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7662 ***********************************************************************
 AF7662  DESIGNATION -  60 92 92 A07
 AF7662  PID         -  AF7662
 AF7662  STATE/COUNTY-  FL/OSCEOLA
 AF7662  COUNTRY     -  US
 AF7662  USGS QUAD   -  FORT DRUM NW (2018)
 AF7662
 AF7662                         *CURRENT SURVEY CONTROL
 AF7662  ______________________________________________________________________
 AF7662* NAD 83(2011) POSITION- 27 43 05.71583(N) 080 57 13.23658(W)   ADJUSTED
 AF7662* NAD 83(2011) ELLIP HT-    -5.633 (meters)        (06/27/12)   ADJUSTED
 AF7662* NAD 83(2011) EPOCH   -  2010.00
 AF7662* NAVD 88 ORTHO HEIGHT -    21.1   (meters)       69.    (feet) GPS OBS
 AF7662  ______________________________________________________________________
 AF7662  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AF7662  GEOID HEIGHT    -        -27.670 (meters)                     GEOID93
 AF7662  GEOID HEIGHT    -        -26.679 (meters)                     GEOID18
 AF7662  NAD 83(2011) X  -    888,414.139 (meters)                     COMP
 AF7662  NAD 83(2011) Y  - -5,580,023.952 (meters)                     COMP
 AF7662  NAD 83(2011) Z  -  2,948,899.115 (meters)                     COMP
 AF7662  LAPLACE CORR    -         -2.87  (seconds)                    DEFLEC18
 AF7662
 AF7662  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF7662  Standards:
 AF7662         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF7662            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF7662  -------------------------------------------------------------------
 AF7662  NETWORK    1.84   3.43           0.79   0.71   1.75      0.05839412
 AF7662  -------------------------------------------------------------------
 AF7662  Click here for local accuracies and other accuracy information.
 AF7662
 AF7662.The horizontal coordinates were established by GPS observations
 AF7662.and adjusted by the National Geodetic Survey in June 2012.
 AF7662
 AF7662.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF7662.been affixed to the stable North American tectonic plate. See 
 AF7662.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF7662
 AF7662.The horizontal coordinates are valid at the epoch date displayed above
 AF7662.which is a decimal equivalence of Year/Month/Day.
 AF7662
 AF7662.The orthometric height was determined by GPS observations and a
 AF7662.high-resolution geoid model.
 AF7662
 AF7662.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7662.GEOID18 height accuracy estimate available here.
 AF7662
 AF7662.Click photographs - Photos may exist for this station.
 AF7662
 AF7662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7662
 AF7662.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7662
 AF7662.The ellipsoidal height was determined by GPS observations
 AF7662.and is referenced to NAD 83.
 AF7662
 AF7662. The following values were computed from the NAD 83(2011) position.
 AF7662
 AF7662;                    North         East     Units Scale Factor Converg.
 AF7662;SPC FL E     -   374,989.427   204,567.961   MT  0.99994143   +0 01 17.6
 AF7662;SPC FL E     - 1,230,277.81    671,153.39   sFT  0.99994143   +0 01 17.6
 AF7662;UTM  17      - 3,065,993.464   504,566.403   MT  0.99960026   +0 01 17.6
 AF7662
 AF7662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7662!SPC FL E     -   1.00000088  x   0.99994143  =   0.99994231
 AF7662!UTM  17      -   1.00000088  x   0.99960026  =   0.99960114
 AF7662
 AF7662:                Primary Azimuth Mark                     Grid Az
 AF7662:SPC FL E     -  60 92 92 A08                             101 23 29.6
 AF7662:UTM  17      -  60 92 92 A08                             101 23 29.6
 AF7662
 AF7662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL0456665993(NAD 83)
 AF7662
 AF7662|---------------------------------------------------------------------|
 AF7662| PID    Reference Object                     Distance      Geod. Az  |
 AF7662|                                                           dddmmss.s |
 AF7662| AF7663 60 92 92 A08                        410.206 METERS 1012447.2 |
 AF7662|---------------------------------------------------------------------|
 AF7662
 AF7662                          SUPERSEDED SURVEY CONTROL
 AF7662
 AF7662  NAD 83(2007)-  27 43 05.71550(N)    080 57 13.23748(W) AD(2002.00) 0
 AF7662  ELLIP H (02/10/07)   -5.608  (m)                       GP(2002.00)    
 AF7662  NAD 83(1999)-  27 43 05.71539(N)    080 57 13.23743(W) AD(       ) 1
 AF7662  ELLIP H (05/31/01)   -5.589  (m)                       GP(       ) 4 1
 AF7662  NAD 83(1990)-  27 43 05.71402(N)    080 57 13.23567(W) AD(       ) 1
 AF7662
 AF7662.Superseded values are not recommended for survey control.
 AF7662
 AF7662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7662.See file dsdata.pdf to determine how the superseded data were derived.
 AF7662
 AF7662_STAMPING: 60-92-92-A07
 AF7662_MARK LOGO: FLDT
 AF7662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7662+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF7662
 AF7662  HISTORY     - Date     Condition        Report By
 AF7662  HISTORY     - 1992     MONUMENTED       HEIDT
 AF7662  HISTORY     - 20000106 MARK NOT FOUND   FLDEP
 AF7662  HISTORY     - 20070412 MARK NOT FOUND   FLDEP
 AF7662  HISTORY     - 20191122 MARK NOT FOUND   GEOCAC
 AF7662
 AF7662                          STATION DESCRIPTION
 AF7662
 AF7662'DESCRIBED BY HEIDT AND ASSOCIATES INCORPORATED 1992
 AF7662'THE STATION IS LOCATED NEAR YEEHAW JUNCTION, FLORIDA.
 AF7662'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND
 AF7662'STATE ROAD NO. 60 AT YEEHAW JUNCTION, FLORIDA, GO WESTERLY 5.23 KM
 AF7662'(3.25 MI) ALONG STATE ROAD NO. 60 TO THE STATION ON THE RIGHT.
 AF7662'THE STATION IS FLUSH WITH THE GROUND. LOCATED 8.84 M (29.0 FT)
 AF7662'NORTHERLY OF THE CENTERLINE OF PAVEMENT OF STATE ROAD NO. 60, AND 3.66
 AF7662'M (12.0 FT) SOUTHERLY OF A METAL WITNESS POST.
 AF7662
 AF7662                          STATION RECOVERY (2000)
 AF7662
 AF7662'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AF7662'MARK NOT FOUND.
 AF7662
 AF7662                          STATION RECOVERY (2007)
 AF7662
 AF7662'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF7662'THE MARK WAS SEARCHED FOR BUT NOT FOUND.
 AF7662
 AF7662                          STATION RECOVERY (2019)
 AF7662
 AF7662'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AF7662'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7663 ***********************************************************************
 AF7663  DESIGNATION -  60 92 92 A08
 AF7663  PID         -  AF7663
 AF7663  STATE/COUNTY-  FL/OSCEOLA
 AF7663  COUNTRY     -  US
 AF7663  USGS QUAD   -  FORT DRUM NW (2018)
 AF7663
 AF7663                         *CURRENT SURVEY CONTROL
 AF7663  ______________________________________________________________________
 AF7663* NAD 83(2011) POSITION- 27 43 03.07860(N) 080 56 58.55819(W)   ADJUSTED
 AF7663* NAD 83(2011) ELLIP HT-    -5.284 (meters)        (06/27/12)   ADJUSTED
 AF7663* NAD 83(2011) EPOCH   -  2010.00
 AF7663* NAVD 88 ORTHO HEIGHT -    21.4   (meters)       70.    (feet) GPS OBS
 AF7663  ______________________________________________________________________
 AF7663  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AF7663  GEOID HEIGHT    -        -27.680 (meters)                     GEOID93
 AF7663  GEOID HEIGHT    -        -26.687 (meters)                     GEOID18
 AF7663  NAD 83(2011) X  -    888,817.216 (meters)                     COMP
 AF7663  NAD 83(2011) Y  - -5,579,998.309 (meters)                     COMP
 AF7663  NAD 83(2011) Z  -  2,948,827.414 (meters)                     COMP
 AF7663  LAPLACE CORR    -         -2.91  (seconds)                    DEFLEC18
 AF7663
 AF7663  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF7663  Standards:
 AF7663         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF7663            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF7663  -------------------------------------------------------------------
 AF7663  NETWORK    1.84   3.43           0.79   0.71   1.75      0.05912124
 AF7663  -------------------------------------------------------------------
 AF7663  Click here for local accuracies and other accuracy information.
 AF7663
 AF7663.The horizontal coordinates were established by GPS observations
 AF7663.and adjusted by the National Geodetic Survey in June 2012.
 AF7663
 AF7663.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF7663.been affixed to the stable North American tectonic plate. See 
 AF7663.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF7663
 AF7663.The horizontal coordinates are valid at the epoch date displayed above
 AF7663.which is a decimal equivalence of Year/Month/Day.
 AF7663
 AF7663.The orthometric height was determined by GPS observations and a
 AF7663.high-resolution geoid model.
 AF7663
 AF7663.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7663.GEOID18 height accuracy estimate available here.
 AF7663
 AF7663.Click photographs - Photos may exist for this station.
 AF7663
 AF7663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7663
 AF7663.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7663
 AF7663.The ellipsoidal height was determined by GPS observations
 AF7663.and is referenced to NAD 83.
 AF7663
 AF7663. The following values were computed from the NAD 83(2011) position.
 AF7663
 AF7663;                    North         East     Units Scale Factor Converg.
 AF7663;SPC FL E     -   374,908.411   204,970.063   MT  0.99994148   +0 01 24.4
 AF7663;SPC FL E     - 1,230,012.01    672,472.62   sFT  0.99994148   +0 01 24.4
 AF7663;UTM  17      - 3,065,912.475   504,968.367   MT  0.99960030   +0 01 24.4
 AF7663
 AF7663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7663!SPC FL E     -   1.00000083  x   0.99994148  =   0.99994231
 AF7663!UTM  17      -   1.00000083  x   0.99960030  =   0.99960113
 AF7663
 AF7663:                Primary Azimuth Mark                     Grid Az
 AF7663:SPC FL E     -  60 92 92 A07                             281 23 29.7
 AF7663:UTM  17      -  60 92 92 A07                             281 23 29.7
 AF7663
 AF7663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL0496865912(NAD 83)
 AF7663
 AF7663|---------------------------------------------------------------------|
 AF7663| PID    Reference Object                     Distance      Geod. Az  |
 AF7663|                                                           dddmmss.s |
 AF7663| AF7662 60 92 92 A07                        410.206 METERS 2812454.1 |
 AF7663|---------------------------------------------------------------------|
 AF7663
 AF7663                          SUPERSEDED SURVEY CONTROL
 AF7663
 AF7663  NAD 83(2007)-  27 43 03.07826(N)    080 56 58.55909(W) AD(2002.00) 0
 AF7663  ELLIP H (02/10/07)   -5.259  (m)                       GP(2002.00)    
 AF7663  NAD 83(1999)-  27 43 03.07816(N)    080 56 58.55904(W) AD(       ) 1
 AF7663  ELLIP H (05/31/01)   -5.240  (m)                       GP(       ) 4 1
 AF7663  NAD 83(1990)-  27 43 03.07679(N)    080 56 58.55728(W) AD(       ) 1
 AF7663
 AF7663.Superseded values are not recommended for survey control.
 AF7663
 AF7663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7663.See file dsdata.pdf to determine how the superseded data were derived.
 AF7663
 AF7663_STAMPING: 60-92-92-A08
 AF7663_MARK LOGO: FLDT
 AF7663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7663+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AF7663
 AF7663  HISTORY     - Date     Condition        Report By
 AF7663  HISTORY     - 1992     MONUMENTED       HEIDT
 AF7663  HISTORY     - 20000106 MARK NOT FOUND   FLDEP
 AF7663  HISTORY     - 20070412 MARK NOT FOUND   FLDEP
 AF7663  HISTORY     - 20191122 MARK NOT FOUND   GEOCAC
 AF7663
 AF7663                          STATION DESCRIPTION
 AF7663
 AF7663'DESCRIBED BY HEIDT AND ASSOCIATES INCORPORATED 1992
 AF7663'THE STATION IS LOCATED NEAR YEEHAW JUNCTION, FLORIDA.
 AF7663'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND
 AF7663'STATE ROAD NO. 60 AT YEEHAW JUNCTION, FLORIDA, GO WESTERLY 4.83 KM
 AF7663'(3.00 MI) ALONG STATE ROAD NO. 60 TO THE STATION ON THE RIGHT.
 AF7663'THE STATION IS FLUSH WITH THE GROUND. LOCATED 2.43 M (8.0 FT)
 AF7663'NORTHERLY OF THE NORTHERLY EDGE OF PAVEMENT OF STATE ROAD NO. 60,
 AF7663'108.5 M (356.0 FT)  WESTERLY OF THE CENTERLINE OF THE MAE BASS ROAD
 AF7663'INTERSECTION, AND 4.48 M (14.7 FT) SOUTHERLY OF A METAL WITNESS POST.
 AF7663
 AF7663                          STATION RECOVERY (2000)
 AF7663
 AF7663'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AF7663'MARK NOT FOUND, DUE TO ROAD WORK.
 AF7663
 AF7663                          STATION RECOVERY (2007)
 AF7663
 AF7663'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF7663'THE MARK WAS SEARCHED FOR BUT NOT FOUND.
 AF7663
 AF7663                          STATION RECOVERY (2019)
 AF7663
 AF7663'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AF7663'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI3955 ***********************************************************************
 DI3955  DESIGNATION -  60 CS WEST SEC COR
 DI3955  PID         -  DI3955
 DI3955  STATE/COUNTY-  FL/INDIAN RIVER
 DI3955  COUNTRY     -  US
 DI3955  USGS QUAD   -  VERO BEACH (2018)
 DI3955
 DI3955                         *CURRENT SURVEY CONTROL
 DI3955  ______________________________________________________________________
 DI3955* NAD 83(1986) POSITION- 27 37 53.     (N) 080 27 47.     (W)   SCALED
 DI3955* NAVD 88 ORTHO HEIGHT -     6.205 (meters)       20.36  (feet) ADJUSTED
 DI3955  ______________________________________________________________________
 DI3955  GEOID HEIGHT    -        -27.575 (meters)                     GEOID18
 DI3955  DYNAMIC HEIGHT  -          6.196 (meters)       20.33  (feet) COMP
 DI3955  MODELED GRAVITY -    979,153.3   (mgal)                       NAVD 88
 DI3955
 DI3955  VERT ORDER      -  FIRST     CLASS II
 DI3955
 DI3955.The horizontal coordinates were scaled from a map and have
 DI3955.an estimated accuracy of +/- 6 seconds.
 DI3955
 DI3955.The orthometric height was determined by differential leveling and
 DI3955.adjusted by the NATIONAL GEODETIC SURVEY
 DI3955.in November 2007.
 DI3955
 DI3955.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3955.GEOID18 height accuracy estimate available here.
 DI3955
 DI3955.Click photographs - Photos may exist for this station.
 DI3955
 DI3955.The dynamic height is computed by dividing the NAVD 88
 DI3955.geopotential number by the normal gravity value computed on the
 DI3955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3955.degrees latitude (g = 980.6199 gals.).
 DI3955
 DI3955.The modeled gravity was interpolated from observed gravity values.
 DI3955
 DI3955;                    North         East    Units  Estimated Accuracy
 DI3955;SPC FL E     -   365,480.      252,990.      MT  (+/- 180 meters Scaled)
 DI3955
 DI3955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL529564(NAD 83)
 DI3955
 DI3955                          SUPERSEDED SURVEY CONTROL
 DI3955
 DI3955.No superseded survey control is available for this station.
 DI3955
 DI3955_MARKER: DD = SURVEY DISK
 DI3955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3955_STAMPING: 60 C/S WEST SEC COR 1992 LB 205
 DI3955_MARK LOGO: FL-061
 DI3955_PROJECTION: RECESSED 1 CENTIMETERS
 DI3955_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3955+STABILITY: SURFACE MOTION
 DI3955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3955+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2006
 DI3955
 DI3955  HISTORY     - Date     Condition        Report By
 DI3955  HISTORY     - 1992     MONUMENTED       FL-061
 DI3955  HISTORY     - 20060106 GOOD             FLDEP
 DI3955  HISTORY     - 20110104 MARK NOT FOUND   FL-061
 DI3955  HISTORY     - 20221106 MARK NOT FOUND   GEOCAC
 DI3955
 DI3955                          STATION DESCRIPTION
 DI3955
 DI3955'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DI3955'THE MARK IS ABOUT 11.5 MI SOUTH OF SEBASTIAN, 0.5 MI SOUTH OF VERO
 DI3955'BEACH, IN SECTION 7,  TOWNSHIP 33 SOUTH, RANGE 39 EAST.
 DI3955'
 DI3955'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 (20TH
 DI3955'AVENUE) AND  INTERSTATE 95 (EXIT 147) NORTHBOUND LANES ON THE WEST
 DI3955'SIDE OF VERO BEACH, GO EAST ON  STATE HIGHWAY 60 (20TH AVENUE) FOR
 DI3955'3.35 MI TO THE INTERSECTION OF 66TH AVENUE, TURN RIGHT  ON 66TH AVENUE
 DI3955'AND GO SOUTH FOR 0.5 MI TO THE T-JUNCTION OF 16TH STREET AND THE MARK,
 DI3955'SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 1.5 FT BELOW THE LEVEL
 DI3955'OF THE GROUND  AND BELOW THE LEVEL OF 16TH STREET.
 DI3955'
 DI3955'LOCATED 24.0 FT WEST OF THE SOUTHWEST CORNER OF A SMALL BRIDGE, 13.0
 DI3955'FT EAST OF THE  APPROXIMATE CENTERLINE OF A DIM TRACK ROAD, 12.5 FT
 DI3955'SOUTH OF THE APPROXIMATE CENTERLINE  OF 16TH STREET AND 3.5 FT NORTH
 DI3955'OF A CARSONITE WITNESS POST.
 DI3955'
 DI3955'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI3955'MONUMENT.
 DI3955
 DI3955                          STATION RECOVERY (2011)
 DI3955
 DI3955'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 DI3955'MARK NOT FOUND.
 DI3955
 DI3955                          STATION RECOVERY (2022)
 DI3955
 DI3955'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DI3955'THE ROADS AND INTERSECTION HAVE BEEN WIDENED.  MEASUREMENTS FELL UNDER
 DI3955'THE PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9865 ***********************************************************************
 AC9865  DESIGNATION -  60 JAS
 AC9865  PID         -  AC9865
 AC9865  STATE/COUNTY-  FL/MARION
 AC9865  COUNTRY     -  US
 AC9865  USGS QUAD   -  HALFMOON LAKE (2018)
 AC9865
 AC9865                         *CURRENT SURVEY CONTROL
 AC9865  ______________________________________________________________________
 AC9865* NAD 83(1986) POSITION- 29 10 34.     (N) 081 49 36.     (W)   SCALED
 AC9865* NAVD 88 ORTHO HEIGHT -    26.165 (meters)       85.84  (feet) ADJUSTED
 AC9865  ______________________________________________________________________
 AC9865  GEOID HEIGHT    -        -28.166 (meters)                     GEOID18
 AC9865  DYNAMIC HEIGHT  -         26.129 (meters)       85.72  (feet) COMP
 AC9865  MODELED GRAVITY -    979,238.2   (mgal)                       NAVD 88
 AC9865
 AC9865  VERT ORDER      -  FIRST     CLASS II
 AC9865
 AC9865.The horizontal coordinates were scaled from a map and have
 AC9865.an estimated accuracy of +/- 6 seconds.
 AC9865
 AC9865.The orthometric height was determined by differential leveling and
 AC9865.adjusted by the NATIONAL GEODETIC SURVEY
 AC9865.in July 2011.
 AC9865
 AC9865.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9865.GEOID18 height accuracy estimate available here.
 AC9865
 AC9865.Click photographs - Photos may exist for this station.
 AC9865
 AC9865.The dynamic height is computed by dividing the NAVD 88
 AC9865.geopotential number by the normal gravity value computed on the
 AC9865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9865.degrees latitude (g = 980.6199 gals.).
 AC9865
 AC9865.The modeled gravity was interpolated from observed gravity values.
 AC9865
 AC9865;                    North         East    Units  Estimated Accuracy
 AC9865;SPC FL W     -   536,560.      216,860.      MT  (+/- 180 meters Scaled)
 AC9865
 AC9865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN196277(NAD 83)
 AC9865
 AC9865                          SUPERSEDED SURVEY CONTROL
 AC9865
 AC9865  NAVD 88 (09/10/97)   26.190  (m)           85.93   (f) SUPERSEDED  2 1
 AC9865
 AC9865.Superseded values are not recommended for survey control.
 AC9865
 AC9865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9865.See file dsdata.pdf to determine how the superseded data were derived.
 AC9865
 AC9865_MARKER: DB = BENCH MARK DISK
 AC9865_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AC9865_STAMPING: 60 JAS 1966 87
 AC9865_MARK LOGO: USGS
 AC9865_PROJECTION: FLUSH
 AC9865_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9865+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 AC9865
 AC9865  HISTORY     - Date     Condition        Report By
 AC9865  HISTORY     - 1966     MONUMENTED       USGS
 AC9865  HISTORY     - 19960815 GOOD             FLDEP
 AC9865  HISTORY     - 20030601 GOOD             FLDEP
 AC9865  HISTORY     - 20050415 GOOD             FLDEP
 AC9865
 AC9865                          STATION DESCRIPTION
 AC9865
 AC9865'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9865'THE MARK IS ABOUT 18.0 MI (29.0 KM) WEST OF ASTOR, 3.8 MI (6.1 KM)
 AC9865'EAST OF LYNNE IN SECTION 20, TOWNSHIP 15 SOUTH, RANGE 25 EAST. TO
 AC9865'REACH THE MARK FROM THE POST OFFICE (BIG PINES HARDWARE) IN FOREST
 AC9865'CORNER, GO EAST ON STATE ROAD 40 FOR 3.95 MI (6.36 KM) TO THE MARK ON
 AC9865'THE RIGHT, SET IN THE TOP OF A PREFABICATED 5-INCH SQUARE CONCRETE
 AC9865'POST FLUSH WITH THE GROUND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF
 AC9865'STATE ROAD 40. LOCATED 63.9 FT (19.5 M) SOUTH OF THE APPROXIMATE
 AC9865'CENTERLINE OF STATE ROAD 40, 32.9 FT (10.0 M) WEST OF THE APPROXIMATE
 AC9865'CENTERLINE OF A WOODS TRAIL AND 0.5 FT (15.2 CM) NORTH OF A METAL
 AC9865'WITNESS POST.
 AC9865
 AC9865                          STATION RECOVERY (2003)
 AC9865
 AC9865'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AC9865'RECOVERED IN GOOD CONDITION.
 AC9865
 AC9865                          STATION RECOVERY (2005)
 AC9865
 AC9865'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AC9865'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AC9865'
 AC9865'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 40 AND COUNTY
 AC9865'ROAD 314A IN  FOREST CORNERS, GO SOUTHEAST ON STATE ROAD 40 FOR 4.2 MI
 AC9865'TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BG4346 ***********************************************************************
 BG4346  DESIGNATION -  60 PLUS 00
 BG4346  PID         -  BG4346
 BG4346  STATE/COUNTY-  FL/OKALOOSA
 BG4346  COUNTRY     -  US
 BG4346  USGS QUAD   -  FORT WALTON BEACH (2018)
 BG4346
 BG4346                         *CURRENT SURVEY CONTROL
 BG4346  ______________________________________________________________________
 BG4346* NAD 83(1990) POSITION- 30 29 21.81188(N) 086 30 56.56950(W)   ADJUSTED
 BG4346* NAVD 88 ORTHO HEIGHT -    12.    (meters)       39.    (feet) SCALED
 BG4346  ______________________________________________________________________
 BG4346  GEOID HEIGHT    -        -27.334 (meters)                     GEOID18
 BG4346  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 BG4346  HORZ ORDER      -  SECOND
 BG4346
 BG4346.The horizontal coordinates were established by classical geodetic methods
 BG4346.and adjusted by the National Geodetic Survey in December 1992.
 BG4346
 BG4346.The orthometric height was scaled from a topographic map.
 BG4346
 BG4346.Significant digits in the geoid height do not necessarily reflect accuracy.
 BG4346.GEOID18 height accuracy estimate available here.
 BG4346
 BG4346.Click photographs - Photos may exist for this station.
 BG4346
 BG4346.The Laplace correction was computed from DEFLEC18 derived deflections.
 BG4346
 BG4346. The following values were computed from the NAD 83(1990) position.
 BG4346
 BG4346;                    North         East     Units Scale Factor Converg.
 BG4346;SPC FL N     -   166,807.577   406,489.661   MT  0.99996418   -1 00 46.6
 BG4346;SPC FL N     -   547,267.86  1,333,624.83   sFT  0.99996418   -1 00 46.6
 BG4346;UTM  16      - 3,373,115.659   546,477.677   MT  0.99962665   +0 14 44.6
 BG4346
 BG4346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4346!SPC FL N     -   1.00000243  x   0.99996418  =   0.99996661
 BG4346!UTM  16      -   1.00000243  x   0.99962665  =   0.99962908
 BG4346
 BG4346:                Primary Azimuth Mark                     Grid Az
 BG4346:SPC FL N     -  30 PLUS 00                               193 11 42.4
 BG4346:UTM  16      -  30 PLUS 00                               191 56 11.2
 BG4346
 BG4346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REU4647773115(NAD 83)
 BG4346
 BG4346|---------------------------------------------------------------------|
 BG4346| PID    Reference Object                     Distance      Geod. Az  |
 BG4346|                                                           dddmmss.s |
 BG4346| BG4340 CC 1951                             240.655 METERS 02925     |
 BG4346| BG4358 30 PLUS 00                          APPROX. 0.9 KM 1921055.8 |
 BG4346|---------------------------------------------------------------------|
 BG4346
 BG4346                          SUPERSEDED SURVEY CONTROL
 BG4346
 BG4346  NAD 83(1990)-  30 29 21.81191(N)    086 30 56.56944(W) AD(       ) 2
 BG4346  NAD 83(1986)-  30 29 21.83064(N)    086 30 56.57608(W) AD(       ) 2
 BG4346  NAD 27      -  30 29 21.11600(N)    086 30 56.75500(W) AD(       ) 2
 BG4346
 BG4346.Superseded values are not recommended for survey control.
 BG4346
 BG4346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4346.See file dsdata.pdf to determine how the superseded data were derived.
 BG4346
 BG4346_MARKER: DD = SURVEY DISK
 BG4346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4346_STAMPING: 60+00 66.51 USED
 BG4346_MARK LOGO: USACE
 BG4346_PROJECTION: RECESSED 8 CENTIMETERS
 BG4346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4346+STABILITY: SURFACE MOTION
 BG4346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4346+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 BG4346
 BG4346  HISTORY     - Date     Condition        Report By
 BG4346  HISTORY     - 1951     MONUMENTED       USACE
 BG4346  HISTORY     - 1987     GOOD             USPSQD
 BG4346  HISTORY     - 20231004 GOOD             USAF
 BG4346
 BG4346                          STATION DESCRIPTION
 BG4346
 BG4346'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1951 (DAJ)
 BG4346'STATION IS LOCATED ABOUT 300 FEET WEST OF THE WEST EDGE OF THE
 BG4346'MAIN NORTH-SOUTH RUNWAY OF EGLIN FIELD AND 0.76 MILE SOUTH OF
 BG4346'THE NORTH END OF THE NORTH-SOUTH RUNWAY.  THE SITE IS MARKED BY
 BG4346'A WHITE WITNESS POST.  THE MARK IS A 6 BY 6 INCH CONCRETE POST
 BG4346'THAT PROJECTS ABOUT 3 INCHES, WITH A BRONZE DISC IN THE CENTER
 BG4346'THAT IS STAMPED, 60+00 66.51 USE.
 BG4346'
 BG4346'HEIGHT OF LIGHT ABOVE STATION MARK 1 METER.
 BG4346
 BG4346                          STATION RECOVERY (1987)
 BG4346
 BG4346'RECOVERY NOTE BY US POWER SQUADRON 1987 (SS)
 BG4346'RECOVERED IN GOOD CONDITION.
 BG4346
 BG4346                          STATION RECOVERY (2023)
 BG4346
 BG4346'RECOVERY NOTE BY US AIR FORCE 2023 (FK)
 BG4346'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0884 ***********************************************************************
 AK0884  DESIGNATION -  60 WT REF
 AK0884  PID         -  AK0884
 AK0884  STATE/COUNTY-  FL/BREVARD
 AK0884  COUNTRY     -  US
 AK0884  USGS QUAD   -  WILSON (2018)
 AK0884
 AK0884                         *CURRENT SURVEY CONTROL
 AK0884  ______________________________________________________________________
 AK0884* NAD 83(1986) POSITION- 28 37 46.     (N) 080 39 27.     (W)   SCALED
 AK0884* NAVD 88 ORTHO HEIGHT -     2.043 (meters)        6.70  (feet) ADJUSTED
 AK0884  ______________________________________________________________________
 AK0884  GEOID HEIGHT    -        -28.201 (meters)                     GEOID18
 AK0884  DYNAMIC HEIGHT  -          2.040 (meters)        6.69  (feet) COMP
 AK0884  MODELED GRAVITY -    979,240.0   (mgal)                       NAVD 88
 AK0884
 AK0884  VERT ORDER      -  FIRST     CLASS II
 AK0884
 AK0884.The horizontal coordinates were scaled from a map and have
 AK0884.an estimated accuracy of +/- 6 seconds.
 AK0884
 AK0884.The orthometric height was determined by differential leveling and
 AK0884.adjusted by the NATIONAL GEODETIC SURVEY
 AK0884.in June 1991.
 AK0884
 AK0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0884.GEOID18 height accuracy estimate available here.
 AK0884
 AK0884.Click photographs - Photos may exist for this station.
 AK0884
 AK0884.The dynamic height is computed by dividing the NAVD 88
 AK0884.geopotential number by the normal gravity value computed on the
 AK0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0884.degrees latitude (g = 980.6199 gals.).
 AK0884
 AK0884.The modeled gravity was interpolated from observed gravity values.
 AK0884
 AK0884;                    North         East    Units  Estimated Accuracy
 AK0884;SPC FL E     -   476,010.      233,490.      MT  (+/- 180 meters Scaled)
 AK0884
 AK0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM334669(NAD 83)
 AK0884
 AK0884                          SUPERSEDED SURVEY CONTROL
 AK0884
 AK0884  NGVD 29 (??/??/92)    2.429  (m)            7.97   (f) ADJ UNCH    1 2
 AK0884
 AK0884.Superseded values are not recommended for survey control.
 AK0884
 AK0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0884.See file dsdata.pdf to determine how the superseded data were derived.
 AK0884
 AK0884_MARKER: DD = SURVEY DISK
 AK0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0884_STAMPING: 60 WT REF 1965
 AK0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0884+STABILITY: SURFACE MOTION
 AK0884
 AK0884  HISTORY     - Date     Condition        Report By
 AK0884  HISTORY     - 1965     MONUMENTED       CGS
 AK0884
 AK0884                          STATION DESCRIPTION
 AK0884
 AK0884'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AK0884'AT CAPE KENNEDY.
 AK0884'104 FEET NORTH OF A CABLE SUPPORT POLE, 57 FEET WEST OF THE WEST
 AK0884'EDGE OF A BLACK-TOP ROAD AND 46 FEET SOUTHWEST OF A CABLE
 AK0884'SUPPORT POLE.  THE MARK IS AN 8 X 8 INCH CONCRETE POST THAT
 AK0884'PROJECTS ABOUT 5 INCHES ABOVE THE SURFACE.  TO REACH FROM THE
 AK0884'CENTRAL CONTROL BUILDING ON CAPE KENNEDY, GO NORTHWESTERLY ON
 AK0884'THE CAPE ROAD AND STATE HIGHWAY 401 FOR 14.8 MILES TO HAPPY
 AK0884'CREEK ROAD ON THE LEFT AND THE MERRITT ISLAND LAUNCH AREA.
 AK0884'TURN LEFT WESTERLY ON HAPPY CREEK ROAD FOR 0.6 MILE TO A FORK,
 AK0884'KEEP LEFT FORK SOUTHEASTERLY FOR 0.6 MILE TO THE MARK ON THE
 AK0884'RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF5471 ***********************************************************************
 AF5471  DESIGNATION -  60.99
 AF5471  PID         -  AF5471
 AF5471  STATE/COUNTY-  FL/HIGHLANDS
 AF5471  COUNTRY     -  US
 AF5471  USGS QUAD   -  LORIDA (2018)
 AF5471
 AF5471                         *CURRENT SURVEY CONTROL
 AF5471  ______________________________________________________________________
 AF5471* NAD 83(1986) POSITION- 27 27 30.     (N) 081 20 52.     (W)   SCALED
 AF5471* NAVD 88 ORTHO HEIGHT -    19.212 (meters)       63.03  (feet) ADJUSTED
 AF5471  ______________________________________________________________________
 AF5471  GEOID HEIGHT    -        -25.912 (meters)                     GEOID18
 AF5471  DYNAMIC HEIGHT  -         19.182 (meters)       62.93  (feet) COMP
 AF5471  MODELED GRAVITY -    979,124.9   (mgal)                       NAVD 88
 AF5471
 AF5471  VERT ORDER      -  SECOND    CLASS 0
 AF5471
 AF5471.This mark is at Sebring Airport (SEF)
 AF5471
 AF5471.The horizontal coordinates were scaled from a map and have
 AF5471.an estimated accuracy of +/- 6 seconds.
 AF5471
 AF5471.The orthometric height was determined by differential leveling and
 AF5471.adjusted by the NATIONAL GEODETIC SURVEY
 AF5471.in June 1991.
 AF5471
 AF5471.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF5471.GEOID18 height accuracy estimate available here.
 AF5471
 AF5471.Click photographs - Photos may exist for this station.
 AF5471
 AF5471.The dynamic height is computed by dividing the NAVD 88
 AF5471.geopotential number by the normal gravity value computed on the
 AF5471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5471.degrees latitude (g = 980.6199 gals.).
 AF5471
 AF5471.The modeled gravity was interpolated from observed gravity values.
 AF5471
 AF5471;                    North         East    Units  Estimated Accuracy
 AF5471;SPC FL E     -   346,240.      165,620.      MT  (+/- 180 meters Scaled)
 AF5471
 AF5471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML656372(NAD 83)
 AF5471
 AF5471                          SUPERSEDED SURVEY CONTROL
 AF5471
 AF5471  NGVD 29 (??/??/92)   19.545  (m)           64.12   (f) ADJ UNCH    2 0
 AF5471
 AF5471.Superseded values are not recommended for survey control.
 AF5471
 AF5471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5471.See file dsdata.pdf to determine how the superseded data were derived.
 AF5471
 AF5471_MARKER: X = CHISELED CROSS
 AF5471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF5471_SP_SET: CATCH BASIN
 AF5471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF5471
 AF5471  HISTORY     - Date     Condition        Report By
 AF5471  HISTORY     - 1945     MONUMENTED       CGS
 AF5471  HISTORY     - 20220712 MARK NOT FOUND   GEOCAC
 AF5471
 AF5471                          STATION DESCRIPTION
 AF5471
 AF5471'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AF5471'AT SEBRING AIR TERMINAL.
 AF5471'AT SEBRING AIR TERMINAL, HIGHLANDS COUNTY, 291 FEET SOUTHWEST
 AF5471'OF THE POST GYMNASIUM, 260 FEET NORTHWEST OF THE NORTHWEST CORNER
 AF5471'OF THE P.L.M. HANGAR, 78 FEET WEST OF THE CENTER OF A STREET
 AF5471'INTERSECTION, 25 FEET SOUTH OF THE CENTERLINE OF A STREET, AND
 AF5471'ON THE TOP OF A CATCH BASIN.  A CHISELED CROSS.
 AF5471
 AF5471                          STATION RECOVERY (2022)
 AF5471
 AF5471'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AF5471'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3988 ***********************************************************************
 BE3988  DESIGNATION -  61 91 GPS1
 BE3988  PID         -  BE3988
 BE3988  STATE/COUNTY-  FL/WASHINGTON
 BE3988  COUNTRY     -  US
 BE3988  USGS QUAD   -  RED HEAD (2018)
 BE3988
 BE3988                         *CURRENT SURVEY CONTROL
 BE3988  ______________________________________________________________________
 BE3988* NAD 83(2011) POSITION- 30 26 21.76039(N) 085 52 25.36419(W)   ADJUSTED
 BE3988* NAD 83(2011) ELLIP HT-    -8.837 (meters)        (06/27/12)   ADJUSTED
 BE3988* NAD 83(2011) EPOCH   -  2010.00
 BE3988* NAVD 88 ORTHO HEIGHT -    18.964 (meters)       62.22  (feet) ADJUSTED
 BE3988  ______________________________________________________________________
 BE3988  GEOID HEIGHT    -        -27.796 (meters)                     GEOID18
 BE3988  NAD 83(2011) X  -    396,021.540 (meters)                     COMP
 BE3988  NAD 83(2011) Y  - -5,489,467.279 (meters)                     COMP
 BE3988  NAD 83(2011) Z  -  3,212,457.607 (meters)                     COMP
 BE3988  LAPLACE CORR    -         -0.86  (seconds)                    DEFLEC18
 BE3988  DYNAMIC HEIGHT  -         18.940 (meters)       62.14  (feet) COMP
 BE3988  MODELED GRAVITY -    979,336.7   (mgal)                       NAVD 88
 BE3988
 BE3988  VERT ORDER      -  FIRST     CLASS II
 BE3988
 BE3988  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BE3988  Standards:
 BE3988         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BE3988            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BE3988  -------------------------------------------------------------------
 BE3988  NETWORK    1.66   2.00           0.72   0.63   1.02      0.04899126
 BE3988  -------------------------------------------------------------------
 BE3988  Click here for local accuracies and other accuracy information.
 BE3988
 BE3988.The horizontal coordinates were established by GPS observations
 BE3988.and adjusted by the National Geodetic Survey in June 2012.
 BE3988
 BE3988.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BE3988.been affixed to the stable North American tectonic plate. See 
 BE3988.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BE3988
 BE3988.The horizontal coordinates are valid at the epoch date displayed above
 BE3988.which is a decimal equivalence of Year/Month/Day.
 BE3988
 BE3988.The orthometric height was determined by differential leveling and
 BE3988.adjusted by the NATIONAL GEODETIC SURVEY
 BE3988.in October 2018.
 BE3988
 BE3988.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3988.GEOID18 height accuracy estimate available here.
 BE3988
 BE3988.Click photographs - Photos may exist for this station.
 BE3988
 BE3988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3988
 BE3988.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE3988
 BE3988.The ellipsoidal height was determined by GPS observations
 BE3988.and is referenced to NAD 83.
 BE3988
 BE3988.The dynamic height is computed by dividing the NAVD 88
 BE3988.geopotential number by the normal gravity value computed on the
 BE3988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE3988.degrees latitude (g = 980.6199 gals.).
 BE3988
 BE3988.The modeled gravity was interpolated from observed gravity values.
 BE3988
 BE3988. The following values were computed from the NAD 83(2011) position.
 BE3988
 BE3988;                    North         East     Units Scale Factor Converg.
 BE3988;SPC FL N     -   160,347.477   468,051.903   MT  0.99995967   -0 41 25.2
 BE3988;SPC FL N     -   526,073.35  1,535,600.29   sFT  0.99995967   -0 41 25.2
 BE3988;UTM  16      - 3,368,012.186   608,149.543   MT  0.99974429   +0 34 14.4
 BE3988
 BE3988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3988!SPC FL N     -   1.00000139  x   0.99995967  =   0.99996106
 BE3988!UTM  16      -   1.00000139  x   0.99974429  =   0.99974568
 BE3988
 BE3988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0814968012(NAD 83)
 BE3988
 BE3988|---------------------------------------------------------------------|
 BE3988| PID    Reference Object                     Distance      Geod. Az  |
 BE3988|                                                           dddmmss.s |
 BE3988| BE3989 61 91 GPS2                          365.558 METERS 35306     |
 BE3988|---------------------------------------------------------------------|
 BE3988
 BE3988                          SUPERSEDED SURVEY CONTROL
 BE3988
 BE3988  NAD 83(2007)-  30 26 21.76032(N)    085 52 25.36508(W) AD(2002.00) 0
 BE3988  ELLIP H (02/10/07)   -8.820  (m)                       GP(2002.00)    
 BE3988  NAD 83(1999)-  30 26 21.76069(N)    085 52 25.36487(W) AD(       ) 2
 BE3988  ELLIP H (07/06/01)   -8.810  (m)                       GP(       ) 4 2
 BE3988  NAD 83(1990)-  30 26 21.76022(N)    085 52 25.36578(W) AD(       ) 2
 BE3988  NAVD 88 (05/07/92)   19.0    (m)  GEOID90  model used  GPS OBS        
 BE3988
 BE3988.Superseded values are not recommended for survey control.
 BE3988
 BE3988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3988.See file dsdata.pdf to determine how the superseded data were derived.
 BE3988
 BE3988_MARKER: DD = SURVEY DISK
 BE3988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3988_STAMPING: 61 91 GPS1
 BE3988_MARK LOGO: FLDT
 BE3988_PROJECTION: RECESSED 10 CENTIMETERS
 BE3988_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3988+STABILITY: SURFACE MOTION
 BE3988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3988+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2016
 BE3988
 BE3988  HISTORY     - Date     Condition        Report By
 BE3988  HISTORY     - 1991     MONUMENTED       FLDT
 BE3988  HISTORY     - 20020112 GOOD             USPSQD
 BE3988  HISTORY     - 20160912 GOOD             FLDEP
 BE3988
 BE3988                          STATION DESCRIPTION
 BE3988
 BE3988'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BE3988'THE STATION IS LOCATED APPROX. 24.1 KM (15.00 MI) NORTHERLY OF PANAMA
 BE3988'CITY BEACH, FLORIDA ON THE EAST SIDE OF STATE ROAD 79, NEAR EBRO.
 BE3988'THE REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 98 AND
 BE3988'STATEROAD 79, GO NORTH FOR 8.21 KM (5.10 MI) TO THE INTERSECTION WITH
 BE3988'COUNTY ROAD 388 EAST,  CONTINUE STRAIGHT AHEAD 3.86 KM (2.40 MI)  TO
 BE3988'THE INTERSECTION WITH STEELFIELD DRIVE ON THE LEFT, CONTINUE STRAIGHT
 BE3988'AHEAD FOR 6.52 KM (4.05 MI) TO THE INTERSECTION OF COUNTY ROAD 2296 ON
 BE3988'THE  LEFT, CONTINUE STRAIGHT AHEAD 5.47 KM (3.40 MI) TO THE STATION ON
 BE3988'THE RIGHT, THIS LIES ON THE EAST SIDE OF STATE ROAD 79 .40 KM
 BE3988'(0.25 MI)   SOUTH OF THE INTERSECTION OF STATE ROAD 20 AND STATE ROAD
 BE3988'79.
 BE3988'THE STATION AT GROUND LEVEL. LOCATED 1.55 M (5.1 FT) WESTERLY OF A
 BE3988'CHAIN LINK FENCE, 12.67 M (41.6 FT) EASTERLY OF THE CENTERLINE OF A
 BE3988'CONCRETE SPILLWAY, 17.57 M (57.6 FT) EASTERLY OF THE CENTERLINE OF
 BE3988'PAVEMENT OF STATE ROAD 79, 77.78 M (255.2 FT)
 BE3988'(SOUTHERLY OF POWER POLE NO. 44-9257, AND 1.61 M (5.3 FT) WESTERLY OF
 BE3988'A METAL WITNESS POST.
 BE3988
 BE3988                          STATION RECOVERY (2002)
 BE3988
 BE3988'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD)
 BE3988'MARK IS 71 FEET NNE OF THE TELEPHONE POLE ACROSS HI-WAY FROM THE
 BE3988'JUNCTION OF STATE HI-WAY 79 AND OPIES STREET (POLE NO. 835590).
 BE3988
 BE3988                          STATION RECOVERY (2016)
 BE3988
 BE3988'RECOVERY NOTE BY FL DEPT OF ENV PRO 2016 (BPJ)
 BE3988'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE3989 ***********************************************************************
 BE3989  DESIGNATION -  61 91 GPS2
 BE3989  PID         -  BE3989
 BE3989  STATE/COUNTY-  FL/WASHINGTON
 BE3989  COUNTRY     -  US
 BE3989  USGS QUAD   -  RED HEAD (2018)
 BE3989
 BE3989                         *CURRENT SURVEY CONTROL
 BE3989  ______________________________________________________________________
 BE3989* NAD 83(2011) POSITION- 30 26 33.54526(N) 085 52 27.01062(W)   ADJUSTED
 BE3989* NAD 83(2011) ELLIP HT-    -5.314 (meters)        (06/27/12)   ADJUSTED
 BE3989* NAD 83(2011) EPOCH   -  2010.00
 BE3989* NAVD 88 ORTHO HEIGHT -    22.5   (meters)       74.    (feet) GPS OBS
 BE3989  ______________________________________________________________________
 BE3989  NAVD 88 orthometric height was determined with geoid model    GEOID90
 BE3989  GEOID HEIGHT    -        -28.300 (meters)                     GEOID90
 BE3989  GEOID HEIGHT    -        -27.796 (meters)                     GEOID18
 BE3989  NAD 83(2011) X  -    395,964.712 (meters)                     COMP
 BE3989  NAD 83(2011) Y  - -5,489,290.078 (meters)                     COMP
 BE3989  NAD 83(2011) Z  -  3,212,772.274 (meters)                     COMP
 BE3989  LAPLACE CORR    -         -0.84  (seconds)                    DEFLEC18
 BE3989
 BE3989  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BE3989  Standards:
 BE3989         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BE3989            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BE3989  -------------------------------------------------------------------
 BE3989  NETWORK    1.67   2.02           0.72   0.64   1.03      0.05679636
 BE3989  -------------------------------------------------------------------
 BE3989  Click here for local accuracies and other accuracy information.
 BE3989
 BE3989.The horizontal coordinates were established by GPS observations
 BE3989.and adjusted by the National Geodetic Survey in June 2012.
 BE3989
 BE3989.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BE3989.been affixed to the stable North American tectonic plate. See 
 BE3989.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BE3989
 BE3989.The horizontal coordinates are valid at the epoch date displayed above
 BE3989.which is a decimal equivalence of Year/Month/Day.
 BE3989
 BE3989.The orthometric height was determined by GPS observations and a
 BE3989.high-resolution geoid model.
 BE3989
 BE3989.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE3989.GEOID18 height accuracy estimate available here.
 BE3989
 BE3989.Click photographs - Photos may exist for this station.
 BE3989
 BE3989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3989
 BE3989.The Laplace correction was computed from DEFLEC18 derived deflections.
 BE3989
 BE3989.The ellipsoidal height was determined by GPS observations
 BE3989.and is referenced to NAD 83.
 BE3989
 BE3989. The following values were computed from the NAD 83(2011) position.
 BE3989
 BE3989;                    North         East     Units Scale Factor Converg.
 BE3989;SPC FL N     -   160,710.873   468,012.350   MT  0.99995994   -0 41 26.0
 BE3989;SPC FL N     -   527,265.59  1,535,470.52   sFT  0.99995994   -0 41 26.0
 BE3989;UTM  16      - 3,368,374.546   608,102.013   MT  0.99974416   +0 34 13.8
 BE3989
 BE3989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3989!SPC FL N     -   1.00000083  x   0.99995994  =   0.99996077
 BE3989!UTM  16      -   1.00000083  x   0.99974416  =   0.99974499
 BE3989
 BE3989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU0810268374(NAD 83)
 BE3989
 BE3989|---------------------------------------------------------------------|
 BE3989| PID    Reference Object                     Distance      Geod. Az  |
 BE3989|                                                           dddmmss.s |
 BE3989| BE3988 61 91 GPS1                          365.558 METERS 17306     |
 BE3989|---------------------------------------------------------------------|
 BE3989
 BE3989                          SUPERSEDED SURVEY CONTROL
 BE3989
 BE3989  NAD 83(2007)-  30 26 33.54519(N)    085 52 27.01152(W) AD(2002.00) 0
 BE3989  ELLIP H (02/10/07)   -5.296  (m)                       GP(2002.00)    
 BE3989  NAD 83(1999)-  30 26 33.54560(N)    085 52 27.01132(W) AD(       ) 2
 BE3989  ELLIP H (07/06/01)   -5.288  (m)                       GP(       ) 4 2
 BE3989  NAD 83(1990)-  30 26 33.54513(N)    085 52 27.01223(W) AD(       ) 2
 BE3989
 BE3989.Superseded values are not recommended for survey control.
 BE3989
 BE3989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3989.See file dsdata.pdf to determine how the superseded data were derived.
 BE3989
 BE3989_MARKER: DD = SURVEY DISK
 BE3989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3989_STAMPING: 61 91 GPS2
 BE3989_MARK LOGO: FLDT
 BE3989_MAGNETIC: N = NO MAGNETIC MATERIAL
 BE3989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BE3989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3989+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 BE3989
 BE3989  HISTORY     - Date     Condition        Report By
 BE3989  HISTORY     - 1991     MONUMENTED       FLDT
 BE3989  HISTORY     - 20010501 GOOD             FLDT
 BE3989
 BE3989                          STATION DESCRIPTION
 BE3989
 BE3989'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 BE3989'THE STATION IS LOCATED APPROX. 24.4 KM (15.15 MI) NORTHERLY OF PANAMA
 BE3989'CITY BEACH, FLORIDA AT THE SOUTHWEST INTERSECTIONOF STATE ROAD 79 AND
 BE3989'STATE ROAD 20 NEAR EBRO, FLORIDA.
 BE3989'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 98 AND STATE
 BE3989'ROAD 79, GO NORTH 24.46 KM (15.20 MI) TO THE INTERSECTION WITH STATE
 BE3989'ROAD 20 AND THE STATION ON THE LEFT.
 BE3989'THE STATION IS AT GROUND LEVEL. LOCATED 14.75 M (48.4 FT) WESTERLY OF
 BE3989'STATE ROAD 79, 29.26 M (96.0 FT) SOUTHERLY OF STATE ROAD 20, 46.2 M
 BE3989'(151.6 FT) SOUTHEASTERLY OF POWER POLE NO 154, AND 12.83 M (42.1 FT)
 BE3989'SOUTHERLY OF CONCRETE SIGNAL POLE NO. 0186.
 BE3989
 BE3989                          STATION RECOVERY (2001)
 BE3989
 BE3989'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2001 (DD)
 BE3989'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE2935 ***********************************************************************
 BE2935  DESIGNATION -  6171 A 31 FLDT
 BE2935  PID         -  BE2935
 BE2935  STATE/COUNTY-  FL/WASHINGTON
 BE2935  COUNTRY     -  US
 BE2935  USGS QUAD   -  CRYSTAL LAKE (2018)
 BE2935
 BE2935                         *CURRENT SURVEY CONTROL
 BE2935  ______________________________________________________________________
 BE2935* NAD 83(1986) POSITION- 30 28 16.     (N) 085 40 05.     (W)   SCALED
 BE2935* NAVD 88 ORTHO HEIGHT -    37.830 (meters)      124.11  (feet) ADJUSTED
 BE2935  ______________________________________________________________________
 BE2935  GEOID HEIGHT    -        -27.931 (meters)                     GEOID18
 BE2935  DYNAMIC HEIGHT  -         37.781 (meters)      123.95  (feet) COMP
 BE2935  MODELED GRAVITY -    979,338.5   (mgal)                       NAVD 88
 BE2935
 BE2935  VERT ORDER      -  SECOND    CLASS I
 BE2935
 BE2935.The horizontal coordinates were scaled from a map and have
 BE2935.an estimated accuracy of +/- 6 seconds.
 BE2935
 BE2935.The orthometric height was determined by differential leveling and
 BE2935.adjusted by the NATIONAL GEODETIC SURVEY
 BE2935.in June 1991.
 BE2935
 BE2935.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE2935.GEOID18 height accuracy estimate available here.
 BE2935
 BE2935.Click photographs - Photos may exist for this station.
 BE2935
 BE2935.The dynamic height is computed by dividing the NAVD 88
 BE2935.geopotential number by the normal gravity value computed on the
 BE2935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE2935.degrees latitude (g = 980.6199 gals.).
 BE2935
 BE2935.The modeled gravity was interpolated from observed gravity values.
 BE2935
 BE2935;                    North         East    Units  Estimated Accuracy
 BE2935;SPC FL N     -   163,650.      487,840.      MT  (+/- 180 meters Scaled)
 BE2935
 BE2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU278717(NAD 83)
 BE2935
 BE2935                          SUPERSEDED SURVEY CONTROL
 BE2935
 BE2935.No superseded survey control is available for this station.
 BE2935
 BE2935_MARKER: DS = TRIANGULATION STATION DISK
 BE2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE2935_STAMPING: 6171A31
 BE2935_MARK LOGO: FLDT
 BE2935_PROJECTION: FLUSH
 BE2935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE2935+STABILITY: SURFACE MOTION
 BE2935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BE2935+SATELLITE: SATELLITE OBSERVATIONS - June 01, 2005
 BE2935
 BE2935  HISTORY     - Date     Condition        Report By
 BE2935  HISTORY     - UNK      MONUMENTED       FLDT
 BE2935  HISTORY     - 1980     GOOD             FLDNR
 BE2935  HISTORY     - 20020119 GOOD             USPSQD
 BE2935  HISTORY     - 20050601 GOOD             FLDT
 BE2935
 BE2935                          STATION DESCRIPTION
 BE2935
 BE2935'DESCRIBED BY FL DEPT OF NAT RES 1980
 BE2935'10.9 MI SSE FROM VERNON.
 BE2935'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 77 AND STATE HIGHWAY 20
 BE2935'SOUTH-SOUTHEAST OF VERNON, PROCEED 3.1 MILES NORTH ALONG HIGHWAY 77 TO
 BE2935'THE MARK.  THE MARK BEARS 50.85 FEET SOUTHEAST OF HIGHWAY 77
 BE2935'CENTERLINE, 15.5 FEET NORTHEAST OF A POWER POLE, AND 2.8 FEET
 BE2935'NORTHWEST OF A WITNESS POST.
 BE2935'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BE2935
 BE2935                          STATION RECOVERY (2002)
 BE2935
 BE2935'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCD)
 BE2935'RECOVERED IN GOOD CONDITION.
 BE2935
 BE2935                          STATION RECOVERY (2005)
 BE2935
 BE2935'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (BWF)
 BE2935'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE9980 ***********************************************************************
 DE9980  DESIGNATION -  62 CMP
 DE9980  PID         -  DE9980
 DE9980  STATE/COUNTY-  FL/ST JOHNS
 DE9980  COUNTRY     -  US
 DE9980  USGS QUAD   -  DURBIN (2018)
 DE9980
 DE9980                         *CURRENT SURVEY CONTROL
 DE9980  ______________________________________________________________________
 DE9980* NAD 83(1986) POSITION- 30 00 08.     (N) 081 24 52.     (W)   SCALED
 DE9980* NAVD 88 ORTHO HEIGHT -    11.242 (meters)       36.88  (feet) ADJUSTED
 DE9980  ______________________________________________________________________
 DE9980  GEOID HEIGHT    -        -28.412 (meters)                     GEOID18
 DE9980  DYNAMIC HEIGHT  -         11.228 (meters)       36.84  (feet) COMP
 DE9980  MODELED GRAVITY -    979,334.5   (mgal)                       NAVD 88
 DE9980
 DE9980  VERT ORDER      -  SECOND    CLASS I
 DE9980
 DE9980.The horizontal coordinates were scaled from a map and have
 DE9980.an estimated accuracy of +/- 6 seconds.
 DE9980
 DE9980.The orthometric height was determined by differential leveling and
 DE9980.adjusted by the NATIONAL GEODETIC SURVEY
 DE9980.in May 2004.
 DE9980
 DE9980.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9980.GEOID18 height accuracy estimate available here.
 DE9980
 DE9980.Click photographs - Photos may exist for this station.
 DE9980
 DE9980.The dynamic height is computed by dividing the NAVD 88
 DE9980.geopotential number by the normal gravity value computed on the
 DE9980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9980.degrees latitude (g = 980.6199 gals.).
 DE9980
 DE9980.The modeled gravity was interpolated from observed gravity values.
 DE9980
 DE9980;                    North         East    Units  Estimated Accuracy
 DE9980;SPC FL E     -   628,190.      160,020.      MT  (+/- 180 meters Scaled)
 DE9980
 DE9980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP600191(NAD 83)
 DE9980
 DE9980                          SUPERSEDED SURVEY CONTROL
 DE9980
 DE9980.No superseded survey control is available for this station.
 DE9980
 DE9980_MARKER: DD = SURVEY DISK
 DE9980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE9980_STAMPING: 62 CMP 1969
 DE9980_MARK LOGO: USGS
 DE9980_PROJECTION: FLUSH
 DE9980_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DE9980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE9980+STABILITY: SURFACE MOTION
 DE9980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE9980+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2009
 DE9980
 DE9980  HISTORY     - Date     Condition        Report By
 DE9980  HISTORY     - 1969     MONUMENTED       USGS
 DE9980  HISTORY     - 20010512 GOOD             FLDEP
 DE9980  HISTORY     - 20090819 GOOD             FL-109
 DE9980
 DE9980                          STATION DESCRIPTION
 DE9980
 DE9980'DESCRIBED BY FL DEPT OF ENV PRO 2001 (PBM)
 DE9980'THE MARK IS ABOUT 30.0 MI SOUTH OF JACKSONVILLE, 8.0 MI NORTHWEST OF
 DE9980'SAINT AUGUSTINE, 5.2
 DE9980'MI SOUTHWEST OF DURBIN, IN SECTION 61, TOWNSHIP 6 SOUTH, RANGE 29
 DE9980'EAST.
 DE9980'
 DE9980'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 16 (GREEN COVE
 DE9980'SPRINGS ROAD) AND U.S.
 DE9980'HIGHWAY 1 (PONCE DE LEON BOULEVARD) IN SAINT AUGUSTINE, GO NORTH ON
 DE9980'U.S. HIGHWAY 1
 DE9980'(PONCE DE LEON BOULEVARD) FOR 7.9 MI TO THE JUNCTION OF INTERNATIONAL
 DE9980'GOLF PARKWAY
 DE9980'(NINEMILE ROAD) ON THE LEFT, TURN LEFT ON INTERNATIONAL GOLF PARKWAY
 DE9980'(NINEMILE ROAD) AND
 DE9980'GO SOUTHWEST FOR 1.5 MI TO THE JUNCTION OF A DIM TRACK ROAD AND THE
 DE9980'MARK ON THE LEFT
 DE9980'(SOUTH), SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND
 DE9980'AND ABOUT LEVEL
 DE9980'WITH INTERNATIONAL GOLF PARKWAY.
 DE9980'
 DE9980'LOCATED 57.7 FT SOUTHEAST OF CONCRETE POWER POLE NUMBER 154H3, 36.2
 DE9980'FT SOUTHEAST OF
 DE9980'THE CENTERLINE OF INTERNATIONAL GOLF PARKWAY, 29.4 FT WEST OF A
 DE9980'18-INCH PINE TREE, 25.6 FT
 DE9980'SOUTHEAST OF THE EDGE OF PAVEMENT OF INTERNATIONAL GOLF PARKWAY, 14.9
 DE9980'FT WEST OF THE
 DE9980'APPROXIMATE CENTERLINE OF A DIRT ROAD, 1.0 FT NORTH OF A CARSONITE
 DE9980'WITNESS POST AND 0.9
 DE9980'FT NORTH OF A METAL WITNESS POST.
 DE9980
 DE9980                          STATION RECOVERY (2009)
 DE9980
 DE9980'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2009 (JM)
 DE9980'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9862 ***********************************************************************
 AC9862  DESIGNATION -  62 JAS
 AC9862  PID         -  AC9862
 AC9862  STATE/COUNTY-  FL/MARION
 AC9862  COUNTRY     -  US
 AC9862  USGS QUAD   -  HALFMOON LAKE (2018)
 AC9862
 AC9862                         *CURRENT SURVEY CONTROL
 AC9862  ______________________________________________________________________
 AC9862* NAD 83(1986) POSITION- 29 10 38.     (N) 081 46 59.     (W)   SCALED
 AC9862* NAVD 88 ORTHO HEIGHT -    44.803 (meters)      146.99  (feet) ADJUSTED
 AC9862  ______________________________________________________________________
 AC9862  GEOID HEIGHT    -        -28.188 (meters)                     GEOID18
 AC9862  DYNAMIC HEIGHT  -         44.740 (meters)      146.78  (feet) COMP
 AC9862  MODELED GRAVITY -    979,238.0   (mgal)                       NAVD 88
 AC9862
 AC9862  VERT ORDER      -  FIRST     CLASS II
 AC9862
 AC9862.The horizontal coordinates were scaled from a map and have
 AC9862.an estimated accuracy of +/- 6 seconds.
 AC9862
 AC9862.The orthometric height was determined by differential leveling and
 AC9862.adjusted by the NATIONAL GEODETIC SURVEY
 AC9862.in July 2011.
 AC9862
 AC9862.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9862.GEOID18 height accuracy estimate available here.
 AC9862
 AC9862.Click photographs - Photos may exist for this station.
 AC9862
 AC9862.The dynamic height is computed by dividing the NAVD 88
 AC9862.geopotential number by the normal gravity value computed on the
 AC9862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9862.degrees latitude (g = 980.6199 gals.).
 AC9862
 AC9862.The modeled gravity was interpolated from observed gravity values.
 AC9862
 AC9862;                    North         East    Units  Estimated Accuracy
 AC9862;SPC FL W     -   536,690.      221,100.      MT  (+/- 180 meters Scaled)
 AC9862
 AC9862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN238278(NAD 83)
 AC9862
 AC9862                          SUPERSEDED SURVEY CONTROL
 AC9862
 AC9862  NAVD 88 (06/20/05)   44.839  (m)          147.11   (f) SUPERSEDED  2 1
 AC9862  NAVD 88 (09/10/97)   44.829  (m)          147.08   (f) SUPERSEDED  2 1
 AC9862
 AC9862.Superseded values are not recommended for survey control.
 AC9862
 AC9862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9862.See file dsdata.pdf to determine how the superseded data were derived.
 AC9862
 AC9862_MARKER: DB = BENCH MARK DISK
 AC9862_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AC9862_STAMPING: 62 JAS 1966 148
 AC9862_MARK LOGO: USGS
 AC9862_PROJECTION: FLUSH
 AC9862_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9862+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 AC9862
 AC9862  HISTORY     - Date     Condition        Report By
 AC9862  HISTORY     - 1966     MONUMENTED       USGS
 AC9862  HISTORY     - 19960815 GOOD             FLDEP
 AC9862  HISTORY     - 20030601 GOOD             FLDEP
 AC9862  HISTORY     - 20050415 GOOD             FLDEP
 AC9862
 AC9862                          STATION DESCRIPTION
 AC9862
 AC9862'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9862'THE MARK IS ABOUT 15.5 MI (24.9 KM) WEST OF ASTOR, 6.5 MI (10.5 KM)
 AC9862'EAST OF LYNNE IN SECTION 23, TOWNSHIP 15 SOUTH, RANGE 25 EAST. TO
 AC9862'REACH THE MARK FROM THE POST OFFICE (BIG PINES HARDWARE) IN FOREST
 AC9862'CORNER, GO EAST ON STATE ROAD 40 FOR 6.6 MI (10.6 KM) TO THE MARK ON
 AC9862'THE LEFT, SET IN THE TOP OF A PREFABRICATED 5-INCH SQUARE CONCRETE
 AC9862'POST FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 40. LOCATED 183.8
 AC9862'FT (56.0 M) WEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD NUMBER
 AC9862'97 LEADING NORTH (GAS LINE), 72.4 FT (22.1 M) NORTH OF THE APPROXIMATE
 AC9862'CENTERLINE OF STATE ROAD 40, 19.5 FT (5.9 M) NORTH OF A POWER POLE
 AC9862'WITH A 0.3 FT (9.1 CM) X 0.5 FT (15.2 CM) SURVEY WITNESS PLACQUE
 AC9862'ATTACHED AND 0.8 FT (24.4 CM) SOUTH OF A METAL WITNESS POST.
 AC9862
 AC9862                          STATION RECOVERY (2003)
 AC9862
 AC9862'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AC9862'RECOVERED IN GOOD CONDITION.
 AC9862
 AC9862                          STATION RECOVERY (2005)
 AC9862
 AC9862'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AC9862'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AC9862'
 AC9862'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 40 AND COUNTY
 AC9862'ROAD 314A IN  FOREST CORNERS, GO SOUTHEAST ON STATE ROAD 40 FOR 4.35
 AC9862'MI TO THE INTERSECTION OF  FOREST ROAD 79 (SOUTHEAST 196TH TERRACE
 AC9862'ROAD) ON THE LEFT AND FOREST ROAD 579 ON THE  RIGHT, CONTINUE EAST ON
 AC9862'STATE ROAD 40 FOR 2.5 MI TO THE INTERSECTION OF FOREST ROAD 597  ON
 AC9862'THE RIGHT AND FOREST ROAD 97 ON THE LEFT AND THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1011 ***********************************************************************
 AR1011  DESIGNATION -  62.62
 AR1011  PID         -  AR1011
 AR1011  STATE/COUNTY-  FL/MARION
 AR1011  COUNTRY     -  US
 AR1011  USGS QUAD   -  DUNNELLON SE (2018)
 AR1011
 AR1011                         *CURRENT SURVEY CONTROL
 AR1011  ______________________________________________________________________
 AR1011* NAD 83(1986) POSITION- 29 03 48.     (N) 082 22 11.     (W)   SCALED
 AR1011* NAVD 88 ORTHO HEIGHT -    18.829 (meters)       61.77  (feet) ADJUSTED
 AR1011  ______________________________________________________________________
 AR1011  GEOID HEIGHT    -        -27.637 (meters)                     GEOID18
 AR1011  DYNAMIC HEIGHT  -         18.803 (meters)       61.69  (feet) COMP
 AR1011  MODELED GRAVITY -    979,231.2   (mgal)                       NAVD 88
 AR1011
 AR1011  VERT ORDER      -  FIRST     CLASS II
 AR1011
 AR1011.This mark is at Dunnellon Airport (X35)
 AR1011
 AR1011.The horizontal coordinates were scaled from a map and have
 AR1011.an estimated accuracy of +/- 6 seconds.
 AR1011
 AR1011.The orthometric height was determined by differential leveling and
 AR1011.adjusted by the NATIONAL GEODETIC SURVEY
 AR1011.in June 1991.
 AR1011
 AR1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1011.GEOID18 height accuracy estimate available here.
 AR1011
 AR1011.Click photographs - Photos may exist for this station.
 AR1011
 AR1011.The dynamic height is computed by dividing the NAVD 88
 AR1011.geopotential number by the normal gravity value computed on the
 AR1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1011.degrees latitude (g = 980.6199 gals.).
 AR1011
 AR1011.The modeled gravity was interpolated from observed gravity values.
 AR1011
 AR1011;                    North         East    Units  Estimated Accuracy
 AR1011;SPC FL W     -   524,110.      164,000.      MT  (+/- 180 meters Scaled)
 AR1011
 AR1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN666157(NAD 83)
 AR1011
 AR1011                          SUPERSEDED SURVEY CONTROL
 AR1011
 AR1011  NGVD 29 (??/??/92)   19.121  (m)           62.73   (f) ADJ UNCH    1 2
 AR1011
 AR1011.Superseded values are not recommended for survey control.
 AR1011
 AR1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR1011.See file dsdata.pdf to determine how the superseded data were derived.
 AR1011
 AR1011_MARKER: B = BOLT
 AR1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AR1011_SP_SET: CONTROL TOWER FOUNDATION
 AR1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AR1011
 AR1011  HISTORY     - Date     Condition        Report By
 AR1011  HISTORY     - 1945     MONUMENTED       NONE
 AR1011  HISTORY     - 1945     GOOD             CGS
 AR1011  HISTORY     - 20031031 MARK NOT FOUND   FLDEP
 AR1011
 AR1011                          STATION DESCRIPTION
 AR1011
 AR1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AR1011'5.8 MI E FROM DUNNELLON.
 AR1011'AT THE DUNNELLON ARMY AIRFIELD.  THE TOP OF A BOLT IN THE SOUTHWEST
 AR1011'FOUNDATION OF THE CONTROL TOWER, INDICATED BY AN ARROW MARKED
 AR1011'ON THE LEG IN BLUE CRAYON, WITH THE ELEVATION 62.62 FEET.
 AR1011
 AR1011                          STATION RECOVERY (2003)
 AR1011
 AR1011'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BPJ)
 AR1011'THE MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0490 ***********************************************************************
 BC0490  DESIGNATION -  63
 BC0490  PID         -  BC0490
 BC0490  STATE/COUNTY-  FL/DUVAL
 BC0490  COUNTRY     -  US
 BC0490  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 BC0490
 BC0490                         *CURRENT SURVEY CONTROL
 BC0490  ______________________________________________________________________
 BC0490* NAD 83(1986) POSITION- 30 19 30.     (N) 081 23 42.     (W)   SCALED
 BC0490* NAVD 88 ORTHO HEIGHT -     3.334 (meters)       10.94  (feet) ADJUSTED
 BC0490  ______________________________________________________________________
 BC0490  GEOID HEIGHT    -        -28.574 (meters)                     GEOID18
 BC0490  DYNAMIC HEIGHT  -          3.330 (meters)       10.93  (feet) COMP
 BC0490  MODELED GRAVITY -    979,357.6   (mgal)                       NAVD 88
 BC0490
 BC0490  VERT ORDER      -  FIRST     CLASS II
 BC0490
 BC0490.The horizontal coordinates were scaled from a map and have
 BC0490.an estimated accuracy of +/- 6 seconds.
 BC0490
 BC0490.The orthometric height was determined by differential leveling and
 BC0490.adjusted by the NATIONAL GEODETIC SURVEY
 BC0490.in June 1991.
 BC0490
 BC0490.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0490.GEOID18 height accuracy estimate available here.
 BC0490
 BC0490.Click photographs - Photos may exist for this station.
 BC0490
 BC0490.The dynamic height is computed by dividing the NAVD 88
 BC0490.geopotential number by the normal gravity value computed on the
 BC0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0490.degrees latitude (g = 980.6199 gals.).
 BC0490
 BC0490.The modeled gravity was interpolated from observed gravity values.
 BC0490
 BC0490;                    North         East    Units  Estimated Accuracy
 BC0490;SPC FL E     -   663,960.      162,020.      MT  (+/- 180 meters Scaled)
 BC0490
 BC0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP620548(NAD 83)
 BC0490
 BC0490                          SUPERSEDED SURVEY CONTROL
 BC0490
 BC0490  NGVD 29 (??/??/92)    3.668  (m)           12.03   (f) ADJ UNCH    1 2
 BC0490
 BC0490.Superseded values are not recommended for survey control.
 BC0490
 BC0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0490.See file dsdata.pdf to determine how the superseded data were derived.
 BC0490
 BC0490_MARKER: DD = SURVEY DISK
 BC0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BC0490_SP_SET: WALL
 BC0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0490
 BC0490  HISTORY     - Date     Condition        Report By
 BC0490  HISTORY     - UNK      MONUMENTED       FLDNR
 BC0490  HISTORY     - 1970     GOOD             NGS
 BC0490  HISTORY     - 1974     GOOD             NGS
 BC0490
 BC0490                          STATION DESCRIPTION
 BC0490
 BC0490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0490'AT ATLANTIC BEACH.
 BC0490'AT ATLANTIC BEACH, AT THE EXTREME WEST END OF ATLANTIC BLVD,
 BC0490'ON THE TOP OF THE SOUTHWEST CORNER OF A CONCRETE WALL ALONG THE
 BC0490'NORTH SIDE OF THE BLVD, 370.0 FEET EAST OF THE CENTER OF THE
 BC0490'INTERSECTION OF ATLANTIC BLVD AND OCEAN BLVD, 20 FEET NORTH OF
 BC0490'THE CENTER LINE OF ATLANTIC BLVD, 4.2 FEET SOUTHWEST OF THE STEEL
 BC0490'CORNER FENCE POST FOR FENCE ON TOP OF CONCRETE WALL, 0.3 FOOT
 BC0490'NORTHEAST OF THE SOUTHWEST CORNER OF THE WALL AND 3.8 FEET ABOVE
 BC0490'THE LEVEL OF THE SIDEWALK LEADING ALONG THE NORTH SIDE OF ATLANTIC
 BC0490'BLVD TO THE BEACH AND OCEAN.
 BC0490
 BC0490                          STATION RECOVERY (1974)
 BC0490
 BC0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BC0490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7204 ***********************************************************************
 AK7204  DESIGNATION -  63
 AK7204  PID         -  AK7204
 AK7204  STATE/COUNTY-  FL/ORANGE
 AK7204  COUNTRY     -  US
 AK7204  USGS QUAD   -  OVIEDO SW (2018)
 AK7204
 AK7204                         *CURRENT SURVEY CONTROL
 AK7204  ______________________________________________________________________
 AK7204* NAD 83(1986) POSITION- 28 33 59.     (N) 081 12 07.     (W)   SCALED
 AK7204* NAVD 88 ORTHO HEIGHT -    24.510 (meters)       80.41  (feet) ADJUSTED
 AK7204  ______________________________________________________________________
 AK7204  GEOID HEIGHT    -        -27.909 (meters)                     GEOID18
 AK7204  DYNAMIC HEIGHT  -         24.474 (meters)       80.30  (feet) COMP
 AK7204  MODELED GRAVITY -    979,205.6   (mgal)                       NAVD 88
 AK7204
 AK7204  VERT ORDER      -  SECOND    CLASS I
 AK7204
 AK7204.The horizontal coordinates were scaled from a map and have
 AK7204.an estimated accuracy of +/- 6 seconds.
 AK7204
 AK7204.The orthometric height was determined by differential leveling and
 AK7204.adjusted by the NATIONAL GEODETIC SURVEY
 AK7204.in December 1995.
 AK7204
 AK7204.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7204.GEOID18 height accuracy estimate available here.
 AK7204
 AK7204.Click photographs - Photos may exist for this station.
 AK7204
 AK7204.The dynamic height is computed by dividing the NAVD 88
 AK7204.geopotential number by the normal gravity value computed on the
 AK7204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7204.degrees latitude (g = 980.6199 gals.).
 AK7204
 AK7204.The modeled gravity was interpolated from observed gravity values.
 AK7204
 AK7204;                    North         East    Units  Estimated Accuracy
 AK7204;SPC FL E     -   468,990.      180,240.      MT  (+/- 180 meters Scaled)
 AK7204
 AK7204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM802599(NAD 83)
 AK7204
 AK7204                          SUPERSEDED SURVEY CONTROL
 AK7204
 AK7204.No superseded survey control is available for this station.
 AK7204
 AK7204_MARKER: DD = SURVEY DISK
 AK7204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7204_STAMPING: B.M.-63 ELEV. 8169
 AK7204_MARK LOGO: FLDT
 AK7204_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7204+STABILITY: SURFACE MOTION
 AK7204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7204+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1997
 AK7204
 AK7204  HISTORY     - Date     Condition        Report By
 AK7204  HISTORY     - UNK      MONUMENTED       FLDT
 AK7204  HISTORY     - 19900326 GOOD             FL-095
 AK7204  HISTORY     - 19970220 GOOD             FLDEP
 AK7204  HISTORY     - 19971011 MARK NOT FOUND   USPSQD
 AK7204
 AK7204                          STATION DESCRIPTION
 AK7204
 AK7204'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7204'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7204'NORTH SIDE OF SR 50, ABOUT 70 FT (21.3 M) NORTH OF THE CENTER LINE OF
 AK7204'SR 50, 0.5 MI (0.8 KM) EAST OF CENTER LINE OF ALAFAYA TRAIL.  T22S,
 AK7204'R31E, SECTION 22. (DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING
 AK7204'DEPARTMENT.)
 AK7204
 AK7204                          STATION RECOVERY (1997)
 AK7204
 AK7204'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM)
 AK7204'THE MARK IS ABOUT 12.4 MI (20.0 KM) EAST OF ORLANDO, 4.9 MI (7.9 KM)
 AK7204'WEST OF BITHLO ON THE NORTH SIDE OF STATE ROAD 50 (COLONIAL DRIVE) IN
 AK7204'SECTION 22, TOWNSHIP 22 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM
 AK7204'THE POST OFFICE IN UNION PARK, AT THE INTERSECTION OF ECONLECKHATCHEE
 AK7204'TRAIL AND STATE ROAD 50 (COLONIAL DRIVE), GO EAST ON STATE ROAD 50
 AK7204'(EAST COLONIAL DRIVE) FOR 3.15 MI (5.07 KM) TO THE MARK ON THE LEFT, A
 AK7204'3-INCH ORANGE COUNTY BRASS DISK SET IN THE TOP OF A 4-INCH SQUARE
 AK7204'CONCRETE MONUMENT IMBEDDED IN THE GROUND, RECESSED 0.6 FT (18.3 CM)
 AK7204'BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH STATE ROAD 50.
 AK7204'LOCATED 85.5 FT (26.1 M) WEST OF THE SOUTHERN MOST LEG OF A K-MART
 AK7204'SIGN, 63.4 FT (19.3 M) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES
 AK7204'OF STATE ROAD 50, 10.0 FT (3.0 M) NORTH OF POWER POLE NUMBER B86605
 AK7204'WITH ONE GUY WIRE ATTACHED AND 0.7 FT (21.3 CM) SOUTH OF A METAL
 AK7204'WITNESS POST.
 AK7204
 AK7204                          STATION RECOVERY (1997)
 AK7204
 AK7204'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7204'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5113 ***********************************************************************
 AB5113  DESIGNATION -  63 JAS
 AB5113  PID         -  AB5113
 AB5113  STATE/COUNTY-  FL/MARION
 AB5113  COUNTRY     -  US
 AB5113  USGS QUAD   -  LAKE WEIR (2018)
 AB5113
 AB5113                         *CURRENT SURVEY CONTROL
 AB5113  ______________________________________________________________________
 AB5113* NAD 83(1986) POSITION- 29 05 56.2    (N) 081 53 44.8    (W)   HD_HELD2
 AB5113* NAVD 88 ORTHO HEIGHT -    25.749 (meters)       84.48  (feet) ADJUSTED
 AB5113  ______________________________________________________________________
 AB5113  GEOID HEIGHT    -        -28.040 (meters)                     GEOID18
 AB5113  DYNAMIC HEIGHT  -         25.712 (meters)       84.36  (feet) COMP
 AB5113  MODELED GRAVITY -    979,228.0   (mgal)                       NAVD 88
 AB5113
 AB5113  VERT ORDER      -  SECOND    CLASS I
 AB5113
 AB5113.The horizontal coordinates were established by autonomous hand held GPS
 AB5113.observations and have an estimated accuracy of +/- 10 meters.
 AB5113
 AB5113.The orthometric height was determined by differential leveling and
 AB5113.adjusted by the NATIONAL GEODETIC SURVEY
 AB5113.in September 1996.
 AB5113
 AB5113.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5113.GEOID18 height accuracy estimate available here.
 AB5113
 AB5113.Click photographs - Photos may exist for this station.
 AB5113
 AB5113.The dynamic height is computed by dividing the NAVD 88
 AB5113.geopotential number by the normal gravity value computed on the
 AB5113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5113.degrees latitude (g = 980.6199 gals.).
 AB5113
 AB5113.The modeled gravity was interpolated from observed gravity values.
 AB5113
 AB5113;                    North         East    Units  Estimated Accuracy
 AB5113;SPC FL W     -   528,001.      210,145.      MT  (+/- 10 meters HH2 GPS)
 AB5113
 AB5113_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN1283219279(NAD 83)
 AB5113
 AB5113                          SUPERSEDED SURVEY CONTROL
 AB5113
 AB5113.No superseded survey control is available for this station.
 AB5113
 AB5113_MARKER: DB = BENCH MARK DISK
 AB5113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB5113_STAMPING: 63 JAS 1966
 AB5113_MARK LOGO: USGS
 AB5113_PROJECTION: FLUSH
 AB5113_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5113+STABILITY: SURFACE MOTION
 AB5113_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB5113+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2004
 AB5113
 AB5113  HISTORY     - Date     Condition        Report By
 AB5113  HISTORY     - 1966     MONUMENTED       USGS
 AB5113  HISTORY     - 19931228 GOOD             FLDEP
 AB5113  HISTORY     - 20040717 GOOD             USPSQD
 AB5113
 AB5113                          STATION DESCRIPTION
 AB5113
 AB5113'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AB5113'THE MARK IS ABOUT 12.8 MI (20.6 KM) SOUTHEAST OF SILVER SPRINGS, 4.3
 AB5113'MI (6.9 KM) NORTHEAST OF OKLAWAHA IN SECTION 15, TOWNSHIP 16 SOUTH,
 AB5113'RANGE 24 EAST.  TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD
 AB5113'40 AND COUNTY ROAD 314A IN FOREST CORNERS, GO SOUTH ON COUNTY ROAD
 AB5113'314A FOR 6.4 MI (10.3 KM) TO THE Y-JUNCTION OF A PAVED ROAD LEADING
 AB5113'WEST WITH A WOODEN SIGN THAT HAS THE WORDS (OKLAWAHA FARMS) ON IT AND
 AB5113'THE MARK ON THE RIGHT.  THE MARK CAN ALSO BE REACHED FROM THE
 AB5113'T-JUNCTION OF COUNTY ROAD 25 AND COUNTY ROAD 464C IN OKLAWAHA, GO
 AB5113'NORTH ON COUNTY ROAD 464C FOR 4.5 MI (7.2 KM) TO THE T-JUNCTION OF
 AB5113'COUNTY ROAD 314A, TURN LEFT ON COUNTY ROAD 314A AND GO NORTH FOR 1.2
 AB5113'MI (1.9 KM) TO THE Y-JUNCTION OF A PAVED ROAD LEADING WEST WITH A
 AB5113'WOODEN SIGN THAT HAS THE WORDS (OKLAWAHA FARMS) ON IT AND THE MARK ON
 AB5113'THE LEFT, SET IN TOP OF A SQUARE CONCRETE MONUMENT FLUSH WITH THE
 AB5113'GROUND AND APPROXIMATELY 0.5 FT (15.2 CM) BELOW THE LEVEL OF COUNTY
 AB5113'ROAD 314A.  LOCATED 87.6 FT (26.7 M) SOUTHWEST OF THE APPROXIMATE
 AB5113'CENTERLINE OF COUNTY ROAD 314A, 54.0 FT (16.5 M) NORTH OF THE
 AB5113'APPROXIMATE CENTERLINE OF A PAVED ROAD WEST WITH A WOODEN SIGN THAT
 AB5113'HAS THE WORDS (OKLAWAHA FARMS) ON IT, 54.0 FT (16.5 M) SOUTH OF THE
 AB5113'APPROXIMATE CENTERLINE OF SE 137 AV, 36.0 FT (11.0 M) NORTHEAST OF A
 AB5113'25-INCH PALM TREE AND 0.5 FT (15.2 CM) WEST OF A METAL WITNESS POST.
 AB5113
 AB5113                          STATION RECOVERY (2004)
 AB5113
 AB5113'RECOVERY NOTE BY US POWER SQUADRON 2004 (DO)
 AB5113'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ6088 ***********************************************************************
 AJ6088  DESIGNATION -  63.9 500 Z
 AJ6088  PID         -  AJ6088
 AJ6088  STATE/COUNTY-  FL/OKEECHOBEE
 AJ6088  COUNTRY     -  US
 AJ6088  USGS QUAD   -  TAYLOR CREEK SW (2018)
 AJ6088
 AJ6088                         *CURRENT SURVEY CONTROL
 AJ6088  ______________________________________________________________________
 AJ6088* NAD 83(1986) POSITION- 27 20 39.4    (N) 080 56 41.3    (W)   HD_HELD2
 AJ6088* NAVD 88 ORTHO HEIGHT -    11.312 (meters)       37.11  (feet) ADJUSTED
 AJ6088  ______________________________________________________________________
 AJ6088  GEOID HEIGHT    -        -26.400 (meters)                     GEOID18
 AJ6088  DYNAMIC HEIGHT  -         11.295 (meters)       37.06  (feet) COMP
 AJ6088  MODELED GRAVITY -    979,123.2   (mgal)                       NAVD 88
 AJ6088
 AJ6088  VERT ORDER      -  SECOND    CLASS I
 AJ6088
 AJ6088.The horizontal coordinates were established by autonomous hand held GPS
 AJ6088.observations and have an estimated accuracy of +/- 10 meters.
 AJ6088
 AJ6088.The orthometric height was determined by differential leveling and
 AJ6088.adjusted by the NATIONAL GEODETIC SURVEY
 AJ6088.in January 2002.
 AJ6088
 AJ6088.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6088.GEOID18 height accuracy estimate available here.
 AJ6088
 AJ6088.Click photographs - Photos may exist for this station.
 AJ6088
 AJ6088.The dynamic height is computed by dividing the NAVD 88
 AJ6088.geopotential number by the normal gravity value computed on the
 AJ6088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6088.degrees latitude (g = 980.6199 gals.).
 AJ6088
 AJ6088.The modeled gravity was interpolated from observed gravity values.
 AJ6088
 AJ6088;                    North         East    Units  Estimated Accuracy
 AJ6088;SPC FL E     -   333,551.      205,461.      MT  (+/- 10 meters HH2 GPS)
 AJ6088
 AJ6088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL0545924569(NAD 83)
 AJ6088
 AJ6088                          SUPERSEDED SURVEY CONTROL
 AJ6088
 AJ6088.No superseded survey control is available for this station.
 AJ6088
 AJ6088_MARKER: F = FLANGE-ENCASED ROD
 AJ6088_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AJ6088_STAMPING: 63.9 500Z LB 262
 AJ6088_MARK LOGO: NONE
 AJ6088_PROJECTION: FLUSH
 AJ6088_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6088+STABILITY: SURFACE MOTION
 AJ6088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6088+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2021
 AJ6088
 AJ6088  HISTORY     - Date     Condition        Report By
 AJ6088  HISTORY     - UNK      MONUMENTED       NONE
 AJ6088  HISTORY     - 20000914 GOOD             FLDEP
 AJ6088  HISTORY     - 20211218 GOOD             GEOCAC
 AJ6088
 AJ6088                          STATION DESCRIPTION
 AJ6088
 AJ6088'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ6088'THE MARK IS ABOUT 38.5 MI (62.0 KM) SOUTHEAST OF SEBRING, 10.8 MI
 AJ6088'(17.4 KM) NORTHWEST OF OKEECHOBEE ON U.S.  HIGHWAY 98, IN SECTION 17,
 AJ6088'TOWNSHIP 36 SOUTH, RANGE 34 EAST. TO REACH THE MARK FROM THE
 AJ6088'INTERSECTION OF U.S.  HIGHWAY 441 (PARROTT STREET) AND U.S.  HIGHWAY
 AJ6088'98 (STATE HIGHWAY 70, PARK STREET) IN OKEECHOBEE, GO WEST ON U.S.
 AJ6088'HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) FOR 1.15 MI (1.85 KM) TO
 AJ6088'THE JUNCTION OF U.S.  HIGHWAY 98 NORTH ON THE RIGHT, TURN RIGHT ON
 AJ6088'U.S.  HIGHWAY 98 AND GO NORTHWESTERLY FOR 0.65 MI (1.05 KM) TO THE
 AJ6088'RAILROAD TRACKS, CONTINUE NORTHWESTERLY ON U.S.  HIGHWAY 98 FOR 8.7 MI
 AJ6088'(14.0 KM) TO THE MARK ON THE RIGHT, A 2-INCH DISK ATTACHED TO THE TOP
 AJ6088'OF A METAL ROD, CONCRETE INSIDE OF A 5-INCH PVC PIPE WITH A LOGO CAP
 AJ6088'FLUSH WITH THE GROUND AND LEVEL WITH U.S.  HIGHWAY 98, THE DISK IS
 AJ6088'RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE LOGO CAP. LOCATED 64.4
 AJ6088'FT (19.6 M) NORTHEAST OF THE CENTERLINE OF U.S.  HIGHWAY 98, 36.9 FT
 AJ6088'(11.2 M) SOUTHEAST OF A FIBER OPTIC POST, 2.5 FT (0.8 M) SOUTHWEST OF
 AJ6088'A BARBWIRE FENCE AND 1.8 FT (0.5 M) SOUTHWEST OF A CARSONITE WITNESS
 AJ6088'POST. NOTE--DEPTH OF ROD UNKNOWN. NOTE ACCESS TO THE DISK IS HAD
 AJ6088'THROUGH A 5-INCH LOGO CAP.
 AJ6088
 AJ6088                          STATION RECOVERY (2021)
 AJ6088
 AJ6088'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AJ6088'THE MARK IS 5.3 FT (1.6 M) NORTHWEST OF A 19-INCH (48 CM) PALM TREE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7335 ***********************************************************************
 AG7335  DESIGNATION -  6384
 AG7335  PID         -  AG7335
 AG7335  STATE/COUNTY-  FL/MANATEE
 AG7335  COUNTRY     -  US
 AG7335  USGS QUAD   -  COCKROACH BAY (2018)
 AG7335
 AG7335                         *CURRENT SURVEY CONTROL
 AG7335  ______________________________________________________________________
 AG7335* NAD 83(1986) POSITION- 27 38 09.     (N) 082 32 17.     (W)   SCALED
 AG7335* NAVD 88 ORTHO HEIGHT -     2.887 (meters)        9.47  (feet) ADJUSTED
 AG7335  ______________________________________________________________________
 AG7335  GEOID HEIGHT    -        -24.602 (meters)                     GEOID18
 AG7335  DYNAMIC HEIGHT  -          2.882 (meters)        9.46  (feet) COMP
 AG7335  MODELED GRAVITY -    979,154.1   (mgal)                       NAVD 88
 AG7335
 AG7335  VERT ORDER      -  SECOND    CLASS I
 AG7335
 AG7335.The horizontal coordinates were scaled from a map and have
 AG7335.an estimated accuracy of +/- 6 seconds.
 AG7335
 AG7335.The orthometric height was determined by differential leveling and
 AG7335.adjusted by the NATIONAL GEODETIC SURVEY
 AG7335.in June 1991.
 AG7335
 AG7335.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7335.GEOID18 height accuracy estimate available here.
 AG7335
 AG7335.Click photographs - Photos may exist for this station.
 AG7335
 AG7335.The dynamic height is computed by dividing the NAVD 88
 AG7335.geopotential number by the normal gravity value computed on the
 AG7335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7335.degrees latitude (g = 980.6199 gals.).
 AG7335
 AG7335.The modeled gravity was interpolated from observed gravity values.
 AG7335
 AG7335;                    North         East    Units  Estimated Accuracy
 AG7335;SPC FL W     -   365,970.      146,900.      MT  (+/- 180 meters Scaled)
 AG7335
 AG7335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL482578(NAD 83)
 AG7335
 AG7335                          SUPERSEDED SURVEY CONTROL
 AG7335
 AG7335.No superseded survey control is available for this station.
 AG7335
 AG7335_MARKER: DB = BENCH MARK DISK
 AG7335_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7335_SP_SET: CULVERT HEADWALL
 AG7335_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7335
 AG7335  HISTORY     - Date     Condition        Report By
 AG7335  HISTORY     - UNK      MONUMENTED       FLDT
 AG7335  HISTORY     - 1976     GOOD             FLDNR
 AG7335  HISTORY     - 20081113 MARK NOT FOUND   FL-081
 AG7335
 AG7335                          STATION DESCRIPTION
 AG7335
 AG7335'DESCRIBED BY FL DEPT OF NAT RES 1976
 AG7335'7.95 MI SW FROM PINEY POINT.
 AG7335'FROM THE INTERSECTION OF US 41 AND A PAVED ROAD AT PINEY POINT,
 AG7335'PROCEED NORTHEAST ALONG US 41 ABOUT 0.2 MILES, THE MARK BEARS 26 FEET
 AG7335'SOUTHEAST OF THE CENTERLINE OF NORTH BOUND LANE OF US 41, 12 FEET
 AG7335'SOUTHWEST OF NORTH END OF BOX CULVERT, 20.9 FEET NORTHEAST OF SOUTH
 AG7335'END OF BOX CULVERT, SET FLUSH IN TOP OF HEADWALL OF BOX CULVERT.
 AG7335
 AG7335                          STATION RECOVERY (2008)
 AG7335
 AG7335'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7335'UNABLE TO LOCATE, ROAD WIDENED TO 4 LANES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7979 ***********************************************************************
 AD7979  DESIGNATION -  64 78 A15
 AD7979  PID         -  AD7979
 AD7979  STATE/COUNTY-  FL/COLLIER
 AD7979  COUNTRY     -  US
 AD7979  USGS QUAD   -  NAPLES NORTH (2018)
 AD7979
 AD7979                         *CURRENT SURVEY CONTROL
 AD7979  ______________________________________________________________________
 AD7979* NAD 83(1986) POSITION- 26 07 34.9    (N) 081 48 18.7    (W)   HD_HELD2
 AD7979* NAVD 88 ORTHO HEIGHT -     2.604 (meters)        8.54  (feet) ADJUSTED
 AD7979  ______________________________________________________________________
 AD7979  GEOID HEIGHT    -        -23.424 (meters)                     GEOID18
 AD7979  DYNAMIC HEIGHT  -          2.600 (meters)        8.53  (feet) COMP
 AD7979  MODELED GRAVITY -    979,046.6   (mgal)                       NAVD 88
 AD7979
 AD7979  VERT ORDER      -  FIRST     CLASS II
 AD7979
 AD7979.The horizontal coordinates were established by autonomous hand held GPS
 AD7979.observations and have an estimated accuracy of +/- 10 meters.
 AD7979
 AD7979.The orthometric height was determined by differential leveling and
 AD7979.adjusted by the NATIONAL GEODETIC SURVEY
 AD7979.in May 2013.
 AD7979
 AD7979.No vertical observational check was made to the station.
 AD7979
 AD7979.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7979.GEOID18 height accuracy estimate available here.
 AD7979
 AD7979.Click photographs - Photos may exist for this station.
 AD7979
 AD7979.The dynamic height is computed by dividing the NAVD 88
 AD7979.geopotential number by the normal gravity value computed on the
 AD7979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7979.degrees latitude (g = 980.6199 gals.).
 AD7979
 AD7979.The modeled gravity was interpolated from observed gravity values.
 AD7979
 AD7979;                    North         East    Units  Estimated Accuracy
 AD7979;SPC FL E     -   198,863.      119,475.      MT  (+/- 10 meters HH2 GPS)
 AD7979
 AD7979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1950289926(NAD 83)
 AD7979
 AD7979                          SUPERSEDED SURVEY CONTROL
 AD7979
 AD7979  NAVD 88 (07/19/93)    2.604  (m)            8.54   (f) SUPERSEDED  2 1
 AD7979  NGVD 29 (09/01/92)    2.992  (m)            9.82   (f) ADJUSTED    2 1
 AD7979
 AD7979.Superseded values are not recommended for survey control.
 AD7979
 AD7979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7979.See file dsdata.pdf to determine how the superseded data were derived.
 AD7979
 AD7979_MARKER: DS = TRIANGULATION STATION DISK
 AD7979_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7979_SP_SET: BULKHEAD
 AD7979_STAMPING: 64-78-A15 MM CH2M HILL 1978
 AD7979_MARK LOGO: FLDNR
 AD7979_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7979+STABILITY: SURFACE MOTION
 AD7979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7979+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2008
 AD7979
 AD7979  HISTORY     - Date     Condition        Report By
 AD7979  HISTORY     - 1978     MONUMENTED       FLDNR
 AD7979  HISTORY     - 1986     GOOD             FLDNR
 AD7979  HISTORY     - 20050504 GOOD             USPSQD
 AD7979  HISTORY     - 20080710 GOOD             FLDEP
 AD7979  HISTORY     - 20130402 GOOD             FL-021
 AD7979
 AD7979                          STATION DESCRIPTION
 AD7979
 AD7979'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD7979'IN NAPLES.
 AD7979'BEGIN AT THE CITY PIER IN NAPLES, GO 0.05 MILE EAST ON 12TH AVENUE TO
 AD7979'GULFSHORE BOULEVARD, GO 0.4 MILE SOUTH ON GULFSHORE BOULEVARD TO 17TH
 AD7979'AVENUE, GO 0.05 MILE WEST ON 17TH AVENUE TO THE END OF PAVEMENT AND
 AD7979'THE MARK.  THE MARK IS SET IN THE SOUTHWEST CORNER OF A CONCRETE
 AD7979'BULKHEAD LOCATED JUST NORTHWEST OF THE END OF PAVEMENT OF 17TH
 AD7979'AVENUE.
 AD7979
 AD7979                          STATION RECOVERY (2005)
 AD7979
 AD7979'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AD7979'RECOVERED IN GOOD CONDITION.
 AD7979
 AD7979                          STATION RECOVERY (2008)
 AD7979
 AD7979'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7979'RECOVERED AS DESCRIBED.
 AD7979
 AD7979                          STATION RECOVERY (2013)
 AD7979
 AD7979'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AD7979'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3781 ***********************************************************************
 DN3781  DESIGNATION -  64 78 A15 RM 1
 DN3781  PID         -  DN3781
 DN3781  STATE/COUNTY-  FL/COLLIER
 DN3781  COUNTRY     -  US
 DN3781  USGS QUAD   -  NAPLES NORTH (2018)
 DN3781
 DN3781                         *CURRENT SURVEY CONTROL
 DN3781  ______________________________________________________________________
 DN3781* NAD 83(1986) POSITION- 26 07 35.3    (N) 081 48 18.7    (W)   HD_HELD2
 DN3781* NAVD 88 ORTHO HEIGHT -     2.600 (meters)        8.53  (feet) ADJUSTED
 DN3781  ______________________________________________________________________
 DN3781  GEOID HEIGHT    -        -23.425 (meters)                     GEOID18
 DN3781  DYNAMIC HEIGHT  -          2.595 (meters)        8.51  (feet) COMP
 DN3781  MODELED GRAVITY -    979,046.5   (mgal)                       NAVD 88
 DN3781
 DN3781  VERT ORDER      -  FIRST     CLASS II
 DN3781
 DN3781.The horizontal coordinates were established by autonomous hand held GPS
 DN3781.observations and have an estimated accuracy of +/- 10 meters.
 DN3781
 DN3781.The orthometric height was determined by differential leveling and
 DN3781.adjusted by the NATIONAL GEODETIC SURVEY
 DN3781.in May 2013.
 DN3781
 DN3781.No vertical observational check was made to the station.
 DN3781
 DN3781.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3781.GEOID18 height accuracy estimate available here.
 DN3781
 DN3781.Click photographs - Photos may exist for this station.
 DN3781
 DN3781.The dynamic height is computed by dividing the NAVD 88
 DN3781.geopotential number by the normal gravity value computed on the
 DN3781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3781.degrees latitude (g = 980.6199 gals.).
 DN3781
 DN3781.The modeled gravity was interpolated from observed gravity values.
 DN3781
 DN3781;                    North         East    Units  Estimated Accuracy
 DN3781;SPC FL E     -   198,875.      119,475.      MT  (+/- 10 meters HH2 GPS)
 DN3781
 DN3781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1950289939(NAD 83)
 DN3781
 DN3781                          SUPERSEDED SURVEY CONTROL
 DN3781
 DN3781.No superseded survey control is available for this station.
 DN3781
 DN3781_MARKER: DR = REFERENCE MARK DISK
 DN3781_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN3781_SP_SET: BULKHEAD
 DN3781_STAMPING: 64-78-A15 CH2M HILL RM 1 1978
 DN3781_MARK LOGO: FLDNR
 DN3781_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3781+STABILITY: SURFACE MOTION
 DN3781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3781+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2013
 DN3781
 DN3781  HISTORY     - Date     Condition        Report By
 DN3781  HISTORY     - 1978     MONUMENTED       FLDNR
 DN3781  HISTORY     - 20080710 GOOD             FLDEP
 DN3781  HISTORY     - 20080710 GOOD             FLDEP
 DN3781  HISTORY     - 20131126 GOOD             FL-021
 DN3781
 DN3781                          STATION DESCRIPTION
 DN3781
 DN3781'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DN3781'THE MARK IS ABOUT 11.6 MI (18.7 KM) NORTH-NORTHWEST OF MARCO, 8.4 MI
 DN3781'(13.5 KM) NORTHWEST OF BELLE MEADE, 1.2 MI (1.9 KM) SOUTH-SOUTHWEST OF
 DN3781'NAPLES, IN SECTION 9, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DN3781'
 DN3781'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 31 AND U.S.
 DN3781'HIGHWAY 41 IN NAPLES, GO WEST ON U.S. HIGHWAY 41 FOR 2.1 MI (3.4 KM)
 DN3781'TO A 90 DEGREE TURN NORTH.  CONTINUE WEST ON FIFTH AVENUE FOR 0.65 MI
 DN3781'(1.0 KM) TO THE INTERSECTION OF GULF SHORE BOULEVARD.  TURN LEFT ON
 DN3781'GULF SHORE BOULEVARD AND GO SOUTH FOR 1.0 MI (1.6 KM) TO THE
 DN3781'INTERSECTION OF 17TH AVENUE SOUTH.  TURN RIGHT ON 17TH AVENUE SOUTH
 DN3781'AND GO WEST FOR 0.05 MI (0.1 KM) TO THE END OF PAVEMENT, NOW BY
 DN3781'WALKING GO WEST ON A BEACH ACCESS SAND WALKWAY FOR ABOUT 90.0 FT (27.4
 DN3781'M) TO THE MARK, SET FLUSH IN THE TOP OF A CONCRETE BULKHEAD ABOUT 3.0
 DN3781'FT (0.9 M) ABOVE A BEACH ACCESS WALKWAY.
 DN3781'
 DN3781'LOCATED 114.0 FT (34.7 M) SOUTH OF THE NORTHWEST CORNER OF THE
 DN3781'CONCRETE BULKHEAD, 51.7 FT (15.8 M) NORTHWEST OF AN FLDNR SURVEY MARK
 DN3781'64-78-A15 CH2M HILL REFERENCE MARK 2 1978, 38.8 FT (11.8 M) NORTH OF
 DN3781'THE SOUTHWEST CORNER OF THE CONCRETE BULKHEAD, 37.8 FT (11.5 M) NORTH
 DN3781'OF AN FLDNR SURVEY MARK 64-78-A15 MM (2.5 INCH) CH2M HILL 1978 AND
 DN3781'25.5 FT (7.8 M) SOUTH OF THE CENTER OF A WOODEN STEP.
 DN3781
 DN3781                          STATION RECOVERY (2008)
 DN3781
 DN3781'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 DN3781'THE MARK IS ABOUT 11.6 MI (18.7 KM) NORTH-NORTHWEST OF MARCO, 8.4 MI
 DN3781'(13.5 KM) NORTHWEST OF BELLE MEADE, 1.2 MI (1.9 KM) SOUTH-SOUTHWEST OF
 DN3781'NAPLES, IN SECTION 9, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DN3781'
 DN3781'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 31 AND U.S.
 DN3781'HIGHWAY 41 IN NAPLES, GO WEST ON U.S. HIGHWAY 41 FOR 2.1 MI (3.4 KM)
 DN3781'TO A 90 DEGREE TURN NORTH.  CONTINUE WEST ON FIFTH AVENUE FOR 0.65 MI
 DN3781'(1.0 KM) TO THE INTERSECTION OF GULF SHORE BOULEVARD.  TURN LEFT ON
 DN3781'GULF SHORE BOULEVARD AND GO SOUTH FOR 1.0 MI (1.6 KM) TO THE
 DN3781'INTERSECTION OF 17TH AVENUE SOUTH.  TURN RIGHT ON 17TH AVENUE SOUTH
 DN3781'AND GO WEST FOR 0.05 MI (0.1 KM) TO THE END OF PAVEMENT, NOW BY
 DN3781'WALKING GO WEST ON A BEACH ACCESS SAND WALKWAY FOR ABOUT 90.0 FT (27.4
 DN3781'M) TO THE MARK, SET FLUSH IN THE TOP OF A CONCRETE BULKHEAD ABOUT 3.0
 DN3781'FT (0.9 M) ABOVE A BEACH ACCESS WALKWAY.
 DN3781'
 DN3781'LOCATED 114.0 FT (34.7 M) SOUTH OF THE NORTHWEST CORNER OF THE
 DN3781'CONCRETE BULKHEAD, 51.7 FT (15.8 M) NORTHWEST OF AN FLDNR SURVEY MARK
 DN3781'64-78-A15 CH2M HILL REFERENCE MARK 2 1978, 38.8 FT (11.8 M) NORTH OF
 DN3781'THE SOUTHWEST CORNER OF THE CONCRETE BULKHEAD, 37.8 FT (11.5 M) NORTH
 DN3781'OF AN FLDNR SURVEY MARK 64-78-A15 MM (2.5 INCH) CH2M HILL 1978 AND
 DN3781'25.5 FT (7.8 M) SOUTH OF THE CENTER OF A WOODEN STEP.
 DN3781
 DN3781                          STATION RECOVERY (2013)
 DN3781
 DN3781'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3781'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7609 ***********************************************************************
 AD7609  DESIGNATION -  64 78 A17
 AD7609  PID         -  AD7609
 AD7609  STATE/COUNTY-  FL/COLLIER
 AD7609  COUNTRY     -  US
 AD7609  USGS QUAD   -  NAPLES SOUTH (2018)
 AD7609
 AD7609                         *CURRENT SURVEY CONTROL
 AD7609  ______________________________________________________________________
 AD7609* NAD 83(1990) POSITION- 26 05 30.31693(N) 081 48 05.68870(W)   ADJUSTED
 AD7609* NAVD 88 ORTHO HEIGHT -     0.780 (meters)        2.56  (feet) ADJUSTED
 AD7609  ______________________________________________________________________
 AD7609  GEOID HEIGHT    -        -23.360 (meters)                     GEOID18
 AD7609  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 AD7609  DYNAMIC HEIGHT  -          0.779 (meters)        2.56  (feet) COMP
 AD7609  MODELED GRAVITY -    979,045.2   (mgal)                       NAVD 88
 AD7609
 AD7609  HORZ ORDER      -  THIRD
 AD7609  VERT ORDER      -  SECOND    CLASS I
 AD7609
 AD7609.The horizontal coordinates were established by classical geodetic methods
 AD7609.and adjusted by the National Geodetic Survey in May 1991.
 AD7609
 AD7609.The orthometric height was determined by differential leveling and
 AD7609.adjusted by the NATIONAL GEODETIC SURVEY
 AD7609.in July 1993.
 AD7609
 AD7609.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7609.GEOID18 height accuracy estimate available here.
 AD7609
 AD7609.Click photographs - Photos may exist for this station.
 AD7609
 AD7609.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD7609
 AD7609.The dynamic height is computed by dividing the NAVD 88
 AD7609.geopotential number by the normal gravity value computed on the
 AD7609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7609.degrees latitude (g = 980.6199 gals.).
 AD7609
 AD7609.The modeled gravity was interpolated from observed gravity values.
 AD7609
 AD7609. The following values were computed from the NAD 83(1990) position.
 AD7609
 AD7609;                    North         East     Units Scale Factor Converg.
 AD7609;SPC FL E     -   195,026.340   119,813.170   MT  1.00002054   -0 21 09.2
 AD7609;SPC FL E     -   639,848.92    393,087.04   sFT  1.00002054   -0 21 09.2
 AD7609;UTM  17      - 2,886,091.779   419,840.530   MT  0.99967933   -0 21 09.2
 AD7609
 AD7609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7609!SPC FL E     -   1.00000355  x   1.00002054  =   1.00002409
 AD7609!UTM  17      -   1.00000355  x   0.99967933  =   0.99968288
 AD7609
 AD7609:                Primary Azimuth Mark                     Grid Az
 AD7609:SPC FL E     -  NAPLES PIER                              350 49 19.9
 AD7609:UTM  17      -  NAPLES PIER                              350 49 19.9
 AD7609
 AD7609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1984086091(NAD 83)
 AD7609
 AD7609|---------------------------------------------------------------------|
 AD7609| PID    Reference Object                     Distance      Geod. Az  |
 AD7609|                                                           dddmmss.s |
 AD7609| AD7608 NBH 13 RM 2                         304.835 METERS 03807     |
 AD7609| AD7605 GORDON PASS CHANNEL LT 6            312.239 METERS 07038     |
 AD7609| AD7610 GORDON PASS CHANNEL LT 4            289.713 METERS 26713     |
 AD7609| AD7582 NAPLES PIER                         APPROX. 4.5 KM 3502810.7 |
 AD7609|---------------------------------------------------------------------|
 AD7609
 AD7609                          SUPERSEDED SURVEY CONTROL
 AD7609
 AD7609  NAD 83(1986)-  26 05 30.31474(N)    081 48 05.69946(W) AD(       ) 3
 AD7609  NAD 27      -  26 05 28.97961(N)    081 48 06.37312(W) AD(       ) 3
 AD7609  NGVD 29 (09/01/92)    1.170  (m)            3.84   (f) ADJUSTED    2 1
 AD7609  NGVD 29 (07/19/86)    1.4    (m)            5.     (f) VERT ANG       
 AD7609
 AD7609.Superseded values are not recommended for survey control.
 AD7609
 AD7609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7609.See file dsdata.pdf to determine how the superseded data were derived.
 AD7609
 AD7609_MARKER: DB = BENCH MARK DISK
 AD7609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7609_STAMPING: 64-78-A17 78 B.C.E.
 AD7609_MARK LOGO: FLDNR
 AD7609_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7609+STABILITY: SURFACE MOTION
 AD7609
 AD7609  HISTORY     - Date     Condition        Report By
 AD7609  HISTORY     - 1981     MONUMENTED       NOS
 AD7609  HISTORY     - 1987     GOOD             FLDNR
 AD7609
 AD7609                          STATION DESCRIPTION
 AD7609
 AD7609'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 AD7609'THE STATION IS LOCATED ON THE EXTREME NORTHERLY END OF KEWAYDIN
 AD7609'ISLAND AT THE ENTRANCE OF THE GORDON PASS SOUTH OF THE CITY OF
 AD7609'NAPLES, FLORIDA.
 AD7609'
 AD7609'TO REACH THE STATION FROM NAPLES GO SOUTH EITHER ALONG THE
 AD7609'COASTLINE OR FOLLOWING THE GORDON RIVER, BY BOAT, TO
 AD7609'THE ENTRANCE OF THE GORDON PASS AT THE GULF OF MEXICO.
 AD7609'
 AD7609'THE STATION IS A STANDARD FDNR DISK
 AD7609'STAMPED---64 78 A17 1978---,
 AD7609'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIAMETER
 AD7609'RECESSED 15 CM BELOW THE GROUND.  IT IS LOCATED
 AD7609'15.0 METERS (49.2 FT) WEST-NORTHWEST FROM RM NUMBER 1 AND
 AD7609'8.20 METERS (26.9 FT) NORTH FROM RM NUMBER 2.
 AD7609'
 AD7609'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.63 METERS.
 AD7609'
 AD7609'THE STATION IS ON PROPERTY OWNED BY THE KEYWADIN CLUB.
 AD7609
 AD7609                          STATION RECOVERY (1987)
 AD7609
 AD7609'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AD7609'3.0 MI SOUTH FROM NAPLES.
 AD7609'THE MARK IS LOCATED ON THE SOUTH SIDE OF GORDON PASS, ON KEEWAYDIN
 AD7609'ISLAND.  THE MARK IS SET AT THE NORTHWEST CORNER OF KEEWAYDIN ISLAND.
 AD7609'THE MARK BEARS 34.0 FEET NORTH OF THE MOST NORTHWESTERLY AUSTRALIAN
 AD7609'PINE TREE AND 9.0 FEET EAST OF A CLUMP OF SEA OATS.
 AD7609'THE MARK IS 0.1 FT BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7985 ***********************************************************************
 AD7985  DESIGNATION -  64 78 A17 RM 1
 AD7985  PID         -  AD7985
 AD7985  STATE/COUNTY-  FL/COLLIER
 AD7985  COUNTRY     -  US
 AD7985  USGS QUAD   -  NAPLES SOUTH (2018)
 AD7985
 AD7985                         *CURRENT SURVEY CONTROL
 AD7985  ______________________________________________________________________
 AD7985* NAD 83(1986) POSITION- 26 05 31.     (N) 081 48 03.     (W)   SCALED
 AD7985* NAVD 88 ORTHO HEIGHT -     1.109 (meters)        3.64  (feet) ADJUSTED
 AD7985  ______________________________________________________________________
 AD7985  GEOID HEIGHT    -        -23.361 (meters)                     GEOID18
 AD7985  DYNAMIC HEIGHT  -          1.107 (meters)        3.63  (feet) COMP
 AD7985  MODELED GRAVITY -    979,045.3   (mgal)                       NAVD 88
 AD7985
 AD7985  VERT ORDER      -  SECOND    CLASS I
 AD7985
 AD7985.The horizontal coordinates were scaled from a map and have
 AD7985.an estimated accuracy of +/- 6 seconds.
 AD7985
 AD7985.The orthometric height was determined by differential leveling and
 AD7985.adjusted by the NATIONAL GEODETIC SURVEY
 AD7985.in July 1993.
 AD7985
 AD7985.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7985.GEOID18 height accuracy estimate available here.
 AD7985
 AD7985.Click photographs - Photos may exist for this station.
 AD7985
 AD7985.The dynamic height is computed by dividing the NAVD 88
 AD7985.geopotential number by the normal gravity value computed on the
 AD7985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7985.degrees latitude (g = 980.6199 gals.).
 AD7985
 AD7985.The modeled gravity was interpolated from observed gravity values.
 AD7985
 AD7985;                    North         East    Units  Estimated Accuracy
 AD7985;SPC FL E     -   195,050.      119,890.      MT  (+/- 180 meters Scaled)
 AD7985
 AD7985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ199861(NAD 83)
 AD7985
 AD7985                          SUPERSEDED SURVEY CONTROL
 AD7985
 AD7985  NGVD 29 (09/01/92)    1.499  (m)            4.92   (f) ADJUSTED    2 1
 AD7985
 AD7985.Superseded values are not recommended for survey control.
 AD7985
 AD7985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7985.See file dsdata.pdf to determine how the superseded data were derived.
 AD7985
 AD7985_MARKER: DB = BENCH MARK DISK
 AD7985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7985_STAMPING: 64-78-A17 B.C.E. RM 1
 AD7985_MARK LOGO: FLDNR
 AD7985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7985+STABILITY: SURFACE MOTION
 AD7985
 AD7985  HISTORY     - Date     Condition        Report By
 AD7985  HISTORY     - 1978     MONUMENTED       FLDNR
 AD7985  HISTORY     - 1987     GOOD             FLDNR
 AD7985
 AD7985                          STATION DESCRIPTION
 AD7985
 AD7985'DESCRIBED BY FL DEPT OF NAT RES 1987
 AD7985'3.0 MI SOUTH FROM NAPLES.
 AD7985'THE MARK IS LOCATED ON THE SOUTH SIDE OF GORDON PASS, ON KEEWAYDIN
 AD7985'ISLAND.  THE MARK IS SET AT THE NORTHWEST CORNER OF KEEWAYDIN ISLAND.
 AD7985'THE MARK BEARS 49.1 FEET EAST OF BENCH MARK 64-78-A17 78 B.C.E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7984 ***********************************************************************
 AD7984  DESIGNATION -  64 78 A17 RM 2
 AD7984  PID         -  AD7984
 AD7984  STATE/COUNTY-  FL/COLLIER
 AD7984  COUNTRY     -  US
 AD7984  USGS QUAD   -  NAPLES SOUTH (2018)
 AD7984
 AD7984                         *CURRENT SURVEY CONTROL
 AD7984  ______________________________________________________________________
 AD7984* NAD 83(1986) POSITION- 26 05 31.     (N) 081 48 03.     (W)   SCALED
 AD7984* NAVD 88 ORTHO HEIGHT -     1.210 (meters)        3.97  (feet) ADJUSTED
 AD7984  ______________________________________________________________________
 AD7984  GEOID HEIGHT    -        -23.361 (meters)                     GEOID18
 AD7984  DYNAMIC HEIGHT  -          1.208 (meters)        3.96  (feet) COMP
 AD7984  MODELED GRAVITY -    979,045.3   (mgal)                       NAVD 88
 AD7984
 AD7984  VERT ORDER      -  SECOND    CLASS I
 AD7984
 AD7984.The horizontal coordinates were scaled from a map and have
 AD7984.an estimated accuracy of +/- 6 seconds.
 AD7984
 AD7984.The orthometric height was determined by differential leveling and
 AD7984.adjusted by the NATIONAL GEODETIC SURVEY
 AD7984.in July 1993.
 AD7984
 AD7984.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7984.GEOID18 height accuracy estimate available here.
 AD7984
 AD7984.Click photographs - Photos may exist for this station.
 AD7984
 AD7984.The dynamic height is computed by dividing the NAVD 88
 AD7984.geopotential number by the normal gravity value computed on the
 AD7984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7984.degrees latitude (g = 980.6199 gals.).
 AD7984
 AD7984.The modeled gravity was interpolated from observed gravity values.
 AD7984
 AD7984;                    North         East    Units  Estimated Accuracy
 AD7984;SPC FL E     -   195,050.      119,890.      MT  (+/- 180 meters Scaled)
 AD7984
 AD7984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ199861(NAD 83)
 AD7984
 AD7984                          SUPERSEDED SURVEY CONTROL
 AD7984
 AD7984  NGVD 29 (09/01/92)    1.600  (m)            5.25   (f) ADJUSTED    2 1
 AD7984
 AD7984.Superseded values are not recommended for survey control.
 AD7984
 AD7984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7984.See file dsdata.pdf to determine how the superseded data were derived.
 AD7984
 AD7984_MARKER: DB = BENCH MARK DISK
 AD7984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7984_STAMPING: 64-78-A17 78 B.C.E. RM 2
 AD7984_MARK LOGO: FLDNR
 AD7984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7984+STABILITY: SURFACE MOTION
 AD7984
 AD7984  HISTORY     - Date     Condition        Report By
 AD7984  HISTORY     - 1978     MONUMENTED       FLDNR
 AD7984  HISTORY     - 1987     GOOD             FLDNR
 AD7984
 AD7984                          STATION DESCRIPTION
 AD7984
 AD7984'DESCRIBED BY FL DEPT OF NAT RES 1987
 AD7984'3.0 MI SOUTH FROM NAPLES.
 AD7984'THE MARK IS LOCATED ON THE SOUTH SIDE OF GORDON PASS, ON KEEWAYDIN
 AD7984'ISLAND.  THE MARK IS SET AT THE NORTHWEST CORNER OF KEEWAYDIN ISLAND.
 AD7984'THE MARK BEARS 26.8 FEET SOUTH OF BENCH MARK 64-78-A17 78 B.C.E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ6132 ***********************************************************************
 AJ6132  DESIGNATION -  64.0 500 G
 AJ6132  PID         -  AJ6132
 AJ6132  STATE/COUNTY-  FL/OKEECHOBEE
 AJ6132  COUNTRY     -  US
 AJ6132  USGS QUAD   -  TAYLOR CREEK SW (2018)
 AJ6132
 AJ6132                         *CURRENT SURVEY CONTROL
 AJ6132  ______________________________________________________________________
 AJ6132* NAD 83(1986) POSITION- 27 20 29.     (N) 080 56 35.     (W)   SCALED
 AJ6132* NAVD 88 ORTHO HEIGHT -    11.032 (meters)       36.19  (feet) ADJUSTED
 AJ6132  ______________________________________________________________________
 AJ6132  GEOID HEIGHT    -        -26.405 (meters)                     GEOID18
 AJ6132  DYNAMIC HEIGHT  -         11.015 (meters)       36.14  (feet) COMP
 AJ6132  MODELED GRAVITY -    979,122.8   (mgal)                       NAVD 88
 AJ6132
 AJ6132  VERT ORDER      -  SECOND    CLASS I
 AJ6132
 AJ6132.The horizontal coordinates were scaled from a map and have
 AJ6132.an estimated accuracy of +/- 6 seconds.
 AJ6132
 AJ6132.The orthometric height was determined by differential leveling and
 AJ6132.adjusted by the NATIONAL GEODETIC SURVEY
 AJ6132.in January 2002.
 AJ6132
 AJ6132.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ6132.GEOID18 height accuracy estimate available here.
 AJ6132
 AJ6132.Click photographs - Photos may exist for this station.
 AJ6132
 AJ6132.The dynamic height is computed by dividing the NAVD 88
 AJ6132.geopotential number by the normal gravity value computed on the
 AJ6132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ6132.degrees latitude (g = 980.6199 gals.).
 AJ6132
 AJ6132.The modeled gravity was interpolated from observed gravity values.
 AJ6132
 AJ6132;                    North         East    Units  Estimated Accuracy
 AJ6132;SPC FL E     -   333,230.      205,640.      MT  (+/- 180 meters Scaled)
 AJ6132
 AJ6132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL056242(NAD 83)
 AJ6132
 AJ6132                          SUPERSEDED SURVEY CONTROL
 AJ6132
 AJ6132.No superseded survey control is available for this station.
 AJ6132
 AJ6132_MARKER: DD = SURVEY DISK
 AJ6132_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AJ6132_STAMPING: 64.0-500G LB 262
 AJ6132_MARK LOGO: NONE
 AJ6132_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ6132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ6132+STABILITY: SURFACE MOTION
 AJ6132_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ6132+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2001
 AJ6132
 AJ6132  HISTORY     - Date     Condition        Report By
 AJ6132  HISTORY     - UNK      MONUMENTED       NONE
 AJ6132  HISTORY     - 20010114 GOOD             FLDEP
 AJ6132  HISTORY     - 20211218 MARK NOT FOUND   GEOCAC
 AJ6132
 AJ6132                          STATION DESCRIPTION
 AJ6132
 AJ6132'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 AJ6132'THE MARK IS ABOUT 38.8 MI (62.4 KM) SOUTHEAST OF SEBRING, 10.6 MI
 AJ6132'(17.1 KM) NORTHWEST OF OKEECHOBEE ON U.S.  HIGHWAY 98, IN SECTION 16,
 AJ6132'TOWNSHIP 36 SOUTH, RANGE 34 EAST. TO REACH THE MARK FROM THE
 AJ6132'INTERSECTION OF U.S.  HIGHWAY 441 (PARROTT STREET) AND U.S.  HIGHWAY
 AJ6132'98 (STATE HIGHWAY 70, PARK STREET) IN OKEECHOBEE, GO WEST ON U.S.
 AJ6132'HIGHWAY 98 (STATE HIGHWAY 70, PARK STREET) FOR 1.15 MI (1.85 KM) TO
 AJ6132'THE JUNCTION OF U.S.  HIGHWAY 98 NORTH ON THE RIGHT, TURN RIGHT ON
 AJ6132'U.S.  HIGHWAY 98 AND GO NORTHWESTERLY FOR 0.65 MI (1.05 KM) TO THE
 AJ6132'RAILROAD TRACKS, CONTINUE NORTHWESTERLY ON U.S.  HIGHWAY 98 FOR 8.45
 AJ6132'MI (13.60 KM) TO THE MARK ON THE LEFT, A 2-INCH DISK ATTACHED TO THE
 AJ6132'TOP OF A METAL ROD, CONCRETE INSIDE OF A 5-INCH PVC PIPE WITH A LOGO
 AJ6132'CAP FLUSH WITH THE GROUND AND LEVEL WITH U.S.  HIGHWAY 98, THE DISK IS
 AJ6132'RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE LOGO CAP. LOCATED 59.0
 AJ6132'FT (18.0 M) SOUTHWEST OF THE CENTERLINE OF U.S.  HIGHWAY 98, 3.0 FT
 AJ6132'(0.9 M) NORTHEAST OF A BARBWIRE FENCE AND 2.0 FT (0.6 M) NORTHEAST OF
 AJ6132'A CARSONITE WITNESS POST. NOTE--DEPTH OF ROD UNKNOWN. NOTE ACCESS TO
 AJ6132'THE DISK IS HAD THROUGH A 5-INCH LOGO CAP.
 AJ6132
 AJ6132                          STATION RECOVERY (2021)
 AJ6132
 AJ6132'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AJ6132'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7065 ***********************************************************************
 AG7065  DESIGNATION -  65 C OF SP
 AG7065  PID         -  AG7065
 AG7065  STATE/COUNTY-  FL/PINELLAS
 AG7065  COUNTRY     -  US
 AG7065  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7065
 AG7065                         *CURRENT SURVEY CONTROL
 AG7065  ______________________________________________________________________
 AG7065* NAD 83(1986) POSITION- 27 49 43.     (N) 082 38 49.     (W)   SCALED
 AG7065* NAVD 88 ORTHO HEIGHT -     1.967 (meters)        6.45  (feet) ADJUSTED
 AG7065  ______________________________________________________________________
 AG7065  GEOID HEIGHT    -        -24.603 (meters)                     GEOID18
 AG7065  DYNAMIC HEIGHT  -          1.964 (meters)        6.44  (feet) COMP
 AG7065  MODELED GRAVITY -    979,178.9   (mgal)                       NAVD 88
 AG7065
 AG7065  VERT ORDER      -  SECOND    CLASS II
 AG7065
 AG7065.The horizontal coordinates were scaled from a map and have
 AG7065.an estimated accuracy of +/- 6 seconds.
 AG7065
 AG7065.The orthometric height was determined by differential leveling and
 AG7065.adjusted by the NATIONAL GEODETIC SURVEY
 AG7065.in June 1991.
 AG7065
 AG7065.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7065.GEOID18 height accuracy estimate available here.
 AG7065
 AG7065.Click photographs - Photos may exist for this station.
 AG7065
 AG7065.The dynamic height is computed by dividing the NAVD 88
 AG7065.geopotential number by the normal gravity value computed on the
 AG7065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7065.degrees latitude (g = 980.6199 gals.).
 AG7065
 AG7065.The modeled gravity was interpolated from observed gravity values.
 AG7065
 AG7065;                    North         East    Units  Estimated Accuracy
 AG7065;SPC FL W     -   387,390.      136,270.      MT  (+/- 180 meters Scaled)
 AG7065
 AG7065_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL378793(NAD 83)
 AG7065
 AG7065                          SUPERSEDED SURVEY CONTROL
 AG7065
 AG7065  NGVD 29 (??/??/92)    2.229  (m)            7.31   (f) ADJ UNCH    2 2
 AG7065
 AG7065.Superseded values are not recommended for survey control.
 AG7065
 AG7065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7065.See file dsdata.pdf to determine how the superseded data were derived.
 AG7065
 AG7065_MARKER: DD = SURVEY DISK
 AG7065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7065_PROJECTION: FLUSH
 AG7065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7065+STABILITY: SURFACE MOTION
 AG7065
 AG7065  HISTORY     - Date     Condition        Report By
 AG7065  HISTORY     - UNK      MONUMENTED       FL2730
 AG7065  HISTORY     - 1977     GOOD             FL-103
 AG7065  HISTORY     - 20020106 MARK NOT FOUND   USPSQD
 AG7065
 AG7065                          STATION DESCRIPTION
 AG7065
 AG7065'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7065'IN ST PETERSBURG.
 AG7065'TO REACH THE STATION FROM THE INTERSECTION OF SR 694 74TH AVE. N. AND
 AG7065'SR 693 66TH ST., RUN SOUTHERLY ON SR 693 FOR 0.80 MILE TO THE
 AG7065'INTERSECTION OF 62ND AVE. N. TURN LEFT AND RUN EASTERLY ON 62ND AVE.
 AG7065'N. FOR 5.10 MILES TO THE INTERSECTION OF 9TH ST. STATION ON LEFT, N.E.
 AG7065'CORNER, 63.9 FT. NORTH OF THE CENTERLINE OF 62ND AVE. N., 40.6 FT.
 AG7065'EAST OF THE CENTERLINE OF 9TH ST. N., 23.9 FT. N.E. OF A SIGNAL LIGHT
 AG7065'POLE NO NUMBER, 0.5 FT. NORTH OF THE FACE OF SIDEWALK, 0.3 FT. EAST
 AG7065'OF THE BACK OF SIDEWALK. SET IN THE TOP OF A CONCRETE POST THAT IS
 AG7065'FLUSH WITH THE GROUND.  NO STAMPING ON DISK.
 AG7065
 AG7065                          STATION RECOVERY (2002)
 AG7065
 AG7065'RECOVERY NOTE BY US POWER SQUADRON 2002 (RCK)
 AG7065'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ3534 ***********************************************************************
 AJ3534  DESIGNATION -  66
 AJ3534  PID         -  AJ3534
 AJ3534  STATE/COUNTY-  FL/PALM BEACH
 AJ3534  COUNTRY     -  US
 AJ3534  USGS QUAD   -  BRYANT (2018)
 AJ3534
 AJ3534                         *CURRENT SURVEY CONTROL
 AJ3534  ______________________________________________________________________
 AJ3534* NAD 83(1986) POSITION- 26 46 41.     (N) 080 30 59.     (W)   SCALED
 AJ3534* NAVD 88 ORTHO HEIGHT -     4.755 (meters)       15.60  (feet) ADJUSTED
 AJ3534  ______________________________________________________________________
 AJ3534  GEOID HEIGHT    -        -25.555 (meters)                     GEOID18
 AJ3534  DYNAMIC HEIGHT  -          4.748 (meters)       15.58  (feet) COMP
 AJ3534  MODELED GRAVITY -    979,111.0   (mgal)                       NAVD 88
 AJ3534
 AJ3534  VERT ORDER      -  SECOND    CLASS I
 AJ3534
 AJ3534.The horizontal coordinates were scaled from a map and have
 AJ3534.an estimated accuracy of +/- 6 seconds.
 AJ3534
 AJ3534.The orthometric height was determined by differential leveling and
 AJ3534.adjusted by the NATIONAL GEODETIC SURVEY
 AJ3534.in May 2003.
 AJ3534
 AJ3534.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ3534.GEOID18 height accuracy estimate available here.
 AJ3534
 AJ3534.Click photographs - Photos may exist for this station.
 AJ3534
 AJ3534.The dynamic height is computed by dividing the NAVD 88
 AJ3534.geopotential number by the normal gravity value computed on the
 AJ3534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3534.degrees latitude (g = 980.6199 gals.).
 AJ3534
 AJ3534.The modeled gravity was interpolated from observed gravity values.
 AJ3534
 AJ3534;                    North         East    Units  Estimated Accuracy
 AJ3534;SPC FL E     -   270,910.      248,090.      MT  (+/- 180 meters Scaled)
 AJ3534
 AJ3534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK480619(NAD 83)
 AJ3534
 AJ3534                          SUPERSEDED SURVEY CONTROL
 AJ3534
 AJ3534  NAVD 88 (09/17/01)    4.764  (m)           15.63   (f) SUPERSEDED  2 1
 AJ3534
 AJ3534.Superseded values are not recommended for survey control.
 AJ3534
 AJ3534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ3534.See file dsdata.pdf to determine how the superseded data were derived.
 AJ3534
 AJ3534_MARKER: DD = SURVEY DISK
 AJ3534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ3534_STAMPING: BM 66 1999
 AJ3534_MARK LOGO: SFLWMD
 AJ3534_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ3534+STABILITY: SURFACE MOTION
 AJ3534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3534+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2000
 AJ3534
 AJ3534  HISTORY     - Date     Condition        Report By
 AJ3534  HISTORY     - 1999     MONUMENTED       SFLWMD
 AJ3534  HISTORY     - 20000219 GOOD             FLDEP
 AJ3534
 AJ3534                          STATION DESCRIPTION
 AJ3534
 AJ3534'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 AJ3534'THE MARK IS ABOUT 30.7 MI (49.4 KM) NORTHWEST OF PALM BEACH, 7.7 MI
 AJ3534'(12.4 KM) SOUTHEAST OF CANAL POINT, IN SECTION 34, TOWNSHIP 42 SOUTH,
 AJ3534'RANGE 38 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY
 AJ3534'441, 98, COUNTY ROAD 715 AND COUNTY ROAD 700 IN CANAL POINT, GO EAST
 AJ3534'ON U.S. HIGHWAY 98 (COUNTY ROAD 700) FOR 1.75 MI (2.82 KM) TO THE
 AJ3534'RAILROAD TRACKS AND A CONCRETE BRIDGE ON THE LEFT SPANNING THE WEST
 AJ3534'PALM BEACH CANAL (RAILROAD TRACKS RUNS THROUGH BRIDGE), TURN LEFT
 AJ3534'CROSSING OVER THE WEST PALM BEACH CANAL TO THE JUNCTION OF A LEVEE
 AJ3534'ROAD ON THE RIGHT, TURN RIGHT ON LEVEE ROAD NUMBER 10 AND GO SOUTHERLY
 AJ3534'FOR 7.5 MI (12.1 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A
 AJ3534'CONCRETE MONUMENT RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE
 AJ3534'GROUND AND BELOW THE LEVEL OF THE LEVEE ROAD. LOCATED 208.9 FT (63.7
 AJ3534'M) WEST-NORTHWEST OF A POWER POLE WITH 3 GUY WIRES ATTACHED, 179.3 FT
 AJ3534'(54.7 M) NORTHWEST OF THE CENTER OF A FARM DITCH LEADING NORTH, 15.2
 AJ3534'FT (4.6 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD
 AJ3534'AND 2.0 FT (0.6 M) SOUTHWEST OF A SFWMD METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5524 ***********************************************************************
 DL5524  DESIGNATION -  66
 DL5524  PID         -  DL5524
 DL5524  STATE/COUNTY-  FL/POLK
 DL5524  COUNTRY     -  US
 DL5524  USGS QUAD   -  WINTER HAVEN (2018)
 DL5524
 DL5524                         *CURRENT SURVEY CONTROL
 DL5524  ______________________________________________________________________
 DL5524* NAD 83(1986) POSITION- 28 03 17.5    (N) 081 38 07.4    (W)   HD_HELD2
 DL5524* NAVD 88 ORTHO HEIGHT -    38.111 (meters)      125.04  (feet) ADJUSTED
 DL5524  ______________________________________________________________________
 DL5524  GEOID HEIGHT    -        -26.927 (meters)                     GEOID18
 DL5524  DYNAMIC HEIGHT  -         38.054 (meters)      124.85  (feet) COMP
 DL5524  MODELED GRAVITY -    979,151.4   (mgal)                       NAVD 88
 DL5524
 DL5524  VERT ORDER      -  FIRST     CLASS II
 DL5524
 DL5524.The horizontal coordinates were established by autonomous hand held GPS
 DL5524.observations and have an estimated accuracy of +/- 10 meters.
 DL5524
 DL5524.The orthometric height was determined by differential leveling and
 DL5524.adjusted by the NATIONAL GEODETIC SURVEY
 DL5524.in December 2009.
 DL5524
 DL5524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5524.GEOID18 height accuracy estimate available here.
 DL5524
 DL5524.Click photographs - Photos may exist for this station.
 DL5524
 DL5524.The dynamic height is computed by dividing the NAVD 88
 DL5524.geopotential number by the normal gravity value computed on the
 DL5524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5524.degrees latitude (g = 980.6199 gals.).
 DL5524
 DL5524.The modeled gravity was interpolated from observed gravity values.
 DL5524
 DL5524;                    North         East    Units  Estimated Accuracy
 DL5524;SPC FL W     -   412,342.      235,844.      MT  (+/- 10 meters HH2 GPS)
 DL5524
 DL5524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3755703442(NAD 83)
 DL5524
 DL5524                          SUPERSEDED SURVEY CONTROL
 DL5524
 DL5524.No superseded survey control is available for this station.
 DL5524
 DL5524_MARKER: DD = SURVEY DISK
 DL5524_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL5524_STAMPING: BM 66
 DL5524_MARK LOGO: FLDT
 DL5524_PROJECTION: RECESSED 10 CENTIMETERS
 DL5524_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5524+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2015
 DL5524
 DL5524  HISTORY     - Date     Condition        Report By
 DL5524  HISTORY     - UNK      MONUMENTED       FL-105
 DL5524  HISTORY     - 20080125 GOOD             FLDEP
 DL5524  HISTORY     - 20100901 GOOD             SWFWMD
 DL5524  HISTORY     - 20120606 GOOD             FLDEP
 DL5524  HISTORY     - 20150130 GOOD             FLDEP
 DL5524
 DL5524                          STATION DESCRIPTION
 DL5524
 DL5524'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL5524'THE MARK IS ABOUT 11.2 MI (18.0 KM) NORTH OF LAKE WALES, 3.9 MI (6.3
 DL5524'KM) SOUTH OF HAINES CITY, IN SECTION 8, TOWNSHIP 28 SOUTH, RANGE 27
 DL5524'EAST.
 DL5524'
 DL5524'TO REACH THE MARK FROM THE UNDERPASS OF U.S. HIGHWAY 17, 92 AND U.S.
 DL5524'HIGHWAY 27 IN HAINES CITY, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.8 MI (6.1
 DL5524'KM) TO THE JUNCTION OF COUNTY ROAD 546 ON THE LEFT AND THE MARK ON THE
 DL5524'RIGHT, SET IN THE TOP OF A PREFABRICATED CONCRETE POST SURROUND BY
 DL5524'CONCRETE RECESSED 0.4 FT (0.1 M) BELOW THE LEVEL OF THE GROUND AND 0.5
 DL5524'FT (0.2 M) BELOW THE LEVEL OF U.S. HIGHWAY 27 SOUTHBOUND LANES.
 DL5524'
 DL5524'LOCATED 252.0 FT (76.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DL5524'DRIVEWAY, 225.5 FT (68.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF A
 DL5524'DRIVEWAY, 192.0 FT (58.5 M) SOUTH OF THE EXTENDED CENTERLINE OF COUNTY
 DL5524'ROAD 546, 61.0 FT (18.6 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY 27
 DL5524'SOUTHBOUND LANES, 8.3 FT (2.5 M) EAST OF A 6.0 FT (1.8 M) TALL CHAIN
 DL5524'LINK FENCE, 8.2 FT (2.5 M) EAST OF A CARSONITE WITNESS POST AND 7.0 FT
 DL5524'(2.1 M) EAST-NORTHEAST OF A RIGHT-OF-WAY MARKER.
 DL5524'
 DL5524'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL5524'MONUMENT.
 DL5524
 DL5524                          STATION RECOVERY (2010)
 DL5524
 DL5524'RECOVERY NOTE BY SW FL WTR MGMT DIST 2010 (SMB)
 DL5524'RECOVERED IN GOOD CONDITION.
 DL5524
 DL5524                          STATION RECOVERY (2012)
 DL5524
 DL5524'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (BPJ)
 DL5524'RECOVERED AS DESCRIBED.
 DL5524
 DL5524                          STATION RECOVERY (2015)
 DL5524
 DL5524'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 DL5524'RECOVERED AS DESCRIBED.
 DL5524'
 DL5524'NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2724 ***********************************************************************
 DP2724  DESIGNATION -  66 27 RHP RESET
 DP2724  PID         -  DP2724
 DP2724  STATE/COUNTY-  FL/HARDEE
 DP2724  COUNTRY     -  US
 DP2724  USGS QUAD   -  BOWLING GREEN (2018)
 DP2724
 DP2724                         *CURRENT SURVEY CONTROL
 DP2724  ______________________________________________________________________
 DP2724* NAD 83(1986) POSITION- 27 38 46.3    (N) 081 48 06.9    (W)   HD_HELD2
 DP2724* NAVD 88 ORTHO HEIGHT -    21.301 (meters)       69.89  (feet) ADJUSTED
 DP2724  ______________________________________________________________________
 DP2724  GEOID HEIGHT    -        -25.400 (meters)                     GEOID18
 DP2724  DYNAMIC HEIGHT  -         21.269 (meters)       69.78  (feet) COMP
 DP2724  MODELED GRAVITY -    979,150.9   (mgal)                       NAVD 88
 DP2724
 DP2724  VERT ORDER      -  FIRST     CLASS II
 DP2724
 DP2724.The horizontal coordinates were established by autonomous hand held GPS
 DP2724.observations and have an estimated accuracy of +/- 10 meters.
 DP2724
 DP2724.The orthometric height was determined by differential leveling and
 DP2724.adjusted by the NATIONAL GEODETIC SURVEY
 DP2724.in January 2015.
 DP2724
 DP2724.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2724.GEOID18 height accuracy estimate available here.
 DP2724
 DP2724.Click photographs - Photos may exist for this station.
 DP2724
 DP2724.The dynamic height is computed by dividing the NAVD 88
 DP2724.geopotential number by the normal gravity value computed on the
 DP2724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2724.degrees latitude (g = 980.6199 gals.).
 DP2724
 DP2724.The modeled gravity was interpolated from observed gravity values.
 DP2724
 DP2724;                    North         East    Units  Estimated Accuracy
 DP2724;SPC FL W     -   367,019.      219,546.      MT  (+/- 10 meters HH2 GPS)
 DP2724
 DP2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2089658267(NAD 83)
 DP2724
 DP2724                          SUPERSEDED SURVEY CONTROL
 DP2724
 DP2724.No superseded survey control is available for this station.
 DP2724
 DP2724_MARKER: DB = BENCH MARK DISK
 DP2724_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DP2724_SP_SET: BRIDGE WING WALL
 DP2724_STAMPING: 66 27 RHP RESET 1957
 DP2724_MARK LOGO: USGS
 DP2724_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2724+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2013
 DP2724
 DP2724  HISTORY     - Date     Condition        Report By
 DP2724  HISTORY     - 1957     MONUMENTED       USGS
 DP2724  HISTORY     - 20130716 GOOD             FLDEP
 DP2724
 DP2724                          STATION DESCRIPTION
 DP2724
 DP2724'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP2724'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTH-NORTHWEST OF GRIFFINS CORNER,
 DP2724'6.9 MI (11.1 KM) NORTH OF WAUCHULA, 1.5 MI (2.4 KM) EAST-NORTHEAST OF
 DP2724'BOWLING GREEN, IN SECTION 3, TOWNSHIP 33 SOUTH, RANGE 25 EAST.
 DP2724'
 DP2724'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP2724'LINE ROAD IN BOWLING GREEN, GO EAST ON COUNTY LINE ROAD FOR 1.3 MI
 DP2724'(2.1 KM) TO A BRIDGE AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP
 DP2724'OF THE SOUTHEAST BRIDGE WING WALL ABOUT 0.7 FT (21 CM) ABOVE THE LEVEL
 DP2724'OF COUNTY LINE ROAD.
 DP2724'
 DP2724'LOCATED 71.5 FT (21.8 M) EAST OF A U.S.G.S.  STREAM GAUGE RECORDER,
 DP2724'54.1 FT (16.5 M) NORTH OF THE BARB WIRE FENCE, 54.0 FT (16.5 M) NORTH
 DP2724'OF A CARSONITE WITNESS POST, 15.5 FT (4.7 M) SOUTH OF THE APPROXIMATE
 DP2724'CENTERLINE OF COUNTY LINE ROAD AND 3.6 FT (1.1 M) SOUTH OF THE METAL
 DP2724'GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD0129 ***********************************************************************
 BD0129  DESIGNATION -  66 GAF
 BD0129  PID         -  BD0129
 BD0129  STATE/COUNTY-  FL/BAKER
 BD0129  COUNTRY     -  US
 BD0129  USGS QUAD   -  SARGENT (2018)
 BD0129
 BD0129                         *CURRENT SURVEY CONTROL
 BD0129  ______________________________________________________________________
 BD0129* NAD 83(1986) POSITION- 30 34 27.10   (N) 082 27 26.40   (W)   HD_HELD1
 BD0129* NAVD 88 ORTHO HEIGHT -    37.462 (meters)      122.91  (feet) ADJUSTED
 BD0129  ______________________________________________________________________
 BD0129  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 BD0129  DYNAMIC HEIGHT  -         37.414 (meters)      122.75  (feet) COMP
 BD0129  MODELED GRAVITY -    979,353.0   (mgal)                       NAVD 88
 BD0129
 BD0129  VERT ORDER      -  FIRST     CLASS II
 BD0129
 BD0129.The horizontal coordinates were determined by differentially corrected
 BD0129.hand held GPS observations or other comparable positioning techniques
 BD0129.and have an estimated accuracy of +/- 3 meters.
 BD0129
 BD0129.The orthometric height was determined by differential leveling and
 BD0129.adjusted by the NATIONAL GEODETIC SURVEY
 BD0129.in June 1991.
 BD0129
 BD0129.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD0129.GEOID18 height accuracy estimate available here.
 BD0129
 BD0129.Click photographs - Photos may exist for this station.
 BD0129
 BD0129.The dynamic height is computed by dividing the NAVD 88
 BD0129.geopotential number by the normal gravity value computed on the
 BD0129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD0129.degrees latitude (g = 980.6199 gals.).
 BD0129
 BD0129.The modeled gravity was interpolated from observed gravity values.
 BD0129
 BD0129;                    North         East    Units  Estimated Accuracy
 BD0129;SPC FL N     -   176,253.1     795,929.2     MT  (+/- 3 meters HH1 GPS) 
 BD0129
 BD0129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP6025283317(NAD 83)
 BD0129
 BD0129                          SUPERSEDED SURVEY CONTROL
 BD0129
 BD0129  NGVD 29 (??/??/92)   37.736  (m)          123.81   (f) ADJ UNCH    1 2
 BD0129
 BD0129.Superseded values are not recommended for survey control.
 BD0129
 BD0129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BD0129.See file dsdata.pdf to determine how the superseded data were derived.
 BD0129
 BD0129_MARKER: DD = SURVEY DISK
 BD0129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BD0129_STAMPING: 66 GAF 1954 TT 124
 BD0129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BD0129+STABILITY: SURFACE MOTION
 BD0129
 BD0129  HISTORY     - Date     Condition        Report By
 BD0129  HISTORY     - 1954     MONUMENTED       USGS
 BD0129  HISTORY     - 1957     GOOD             CGS
 BD0129
 BD0129                          STATION DESCRIPTION
 BD0129
 BD0129'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 BD0129'14.2 MI NW FROM BAXTER.
 BD0129'ABOUT 14.2 MILES NORTHWEST ALONG STATE HIGHWAY 2 FROM THE
 BD0129'JUNCTION OF STATE HIGHWAY 127 AT BAXTER, ABOUT 10.3 MILES
 BD0129'SOUTHEAST ALONG STATE HIGHWAY 94 AND 2 FROM THE SOUTHERN RAILWAY
 BD0129'STATION AT FARGO, CLINCH COUNTY, GEORGIA, 0.15 MILE SOUTHEAST
 BD0129'OF THE COLUMBIA-BAKER COUNTY LINE, 1.05 MILE SOUTHEAST OF THE
 BD0129'GEORGIA-FLORIDA STATE LINE, 50 1/2 FEET SOUTHWEST OF THE CENTER
 BD0129'LINE OF THE HIGHWAY, 106 FEET SOUTH-SOUTHEAST OF THE SOUTH
 BD0129'CORNER OF THE SOUTHWEST CONCRETE HEAD WALL OF A DOUBLE 36-INCH
 BD0129'PIPE CULVERT UNDER THE HIGHWAY, 1 FOOT NORTHEAST OF A WIRE FENCE,
 BD0129'27 1/2 FEET WEST OF THE NORTHWEST END OF A CORRUGATED PIPE
 BD0129'CULVERT UNDER A SAND ROAD LEADING SOUTH THRU PAINTED GATE, 2 1/2
 BD0129'FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 BD0129'CONCRETE POST PROJECTING 5 INCHES.  IN SECTION 18, T 2 N, R 19 E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BD2311 ***********************************************************************
 BD2311  DESIGNATION -  66.92 FLHD
 BD2311  PID         -  BD2311
 BD2311  STATE/COUNTY-  FL/LAFAYETTE
 BD2311  COUNTRY     -  US
 BD2311  USGS QUAD   -  DOWLING PARK (2018)
 BD2311
 BD2311                         *CURRENT SURVEY CONTROL
 BD2311  ______________________________________________________________________
 BD2311* NAD 83(1986) POSITION- 30 14 41.     (N) 083 15 00.     (W)   SCALED
 BD2311* NAVD 88 ORTHO HEIGHT -    20.191 (meters)       66.24  (feet) ADJUSTED
 BD2311  ______________________________________________________________________
 BD2311  GEOID HEIGHT    -        -27.974 (meters)                     GEOID18
 BD2311  DYNAMIC HEIGHT  -         20.165 (meters)       66.16  (feet) COMP
 BD2311  MODELED GRAVITY -    979,328.6   (mgal)                       NAVD 88
 BD2311
 BD2311  VERT ORDER      -  FIRST     CLASS II
 BD2311
 BD2311.The horizontal coordinates were scaled from a map and have
 BD2311.an estimated accuracy of +/- 6 seconds.
 BD2311
 BD2311.The orthometric height was determined by differential leveling and
 BD2311.adjusted by the NATIONAL GEODETIC SURVEY
 BD2311.in June 1991.
 BD2311
 BD2311.Significant digits in the geoid height do not necessarily reflect accuracy.
 BD2311.GEOID18 height accuracy estimate available here.
 BD2311
 BD2311.Click photographs - Photos may exist for this station.
 BD2311
 BD2311.The dynamic height is computed by dividing the NAVD 88
 BD2311.geopotential number by the normal gravity value computed on the
 BD2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BD2311.degrees latitude (g = 980.6199 gals.).
 BD2311
 BD2311.The modeled gravity was interpolated from observed gravity values.
 BD2311
 BD2311;                    North         East    Units  Estimated Accuracy
 BD2311;SPC FL N     -   138,630.      720,300.      MT  (+/- 180 meters Scaled)
 BD2311
 BD2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RKP834480(NAD 83)
 BD2311
 BD2311                          SUPERSEDED SURVEY CONTROL
 BD2311
 BD2311.No superseded survey control is available for this station.
 BD2311
 BD2311_MARKER: DD = SURVEY DISK
 BD2311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BD2311_SP_SET: BRIDGE
 BD2311_STAMPING: 66.92
 BD2311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BD2311
 BD2311  HISTORY     - Date     Condition        Report By
 BD2311  HISTORY     - UNK      MONUMENTED       FLHD
 BD2311  HISTORY     - 1978     GOOD             NGS
 BD2311
 BD2311                          STATION DESCRIPTION
 BD2311
 BD2311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 BD2311'0.6 MI WEST FROM DOWLING PARK.
 BD2311'0.6 MILE WEST ALONG COUNTY ROAD 250 FROM THE JUNCTION OF COUNTY
 BD2311'ROAD 136 IN DOWLING PARK TO THE MARK ON THE LEFT, SET IN THE
 BD2311'SOUTHWEST WINGWALL OF THE BRIDGE OVER THE SUWANNEE RIVER, 14 FEET
 BD2311'SOUTH OF THE CENTERLINE OF THE BRIDGE, 2.5 FEET SOUTH OF THE SOUTWEST
 BD2311'CORNER OF THE BRIDGE.
 BD2311'THE MARK IS 1 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF6739 ***********************************************************************
 DF6739  DESIGNATION -  67 08
 DF6739  PID         -  DF6739
 DF6739  STATE/COUNTY-  FL/OSCEOLA
 DF6739  COUNTRY     -  US
 DF6739  USGS QUAD   -  SAINT CLOUD NORTH (2018)
 DF6739
 DF6739                         *CURRENT SURVEY CONTROL
 DF6739  ______________________________________________________________________
 DF6739* NAD 83(1986) POSITION- 28 15 59.4    (N) 081 18 33.7    (W)   HD_HELD2
 DF6739* NAVD 88 ORTHO HEIGHT -    20.143 (meters)       66.09  (feet) ADJUSTED
 DF6739  ______________________________________________________________________
 DF6739  GEOID HEIGHT    -        -27.952 (meters)                     GEOID18
 DF6739  DYNAMIC HEIGHT  -         20.113 (meters)       65.99  (feet) COMP
 DF6739  MODELED GRAVITY -    979,160.8   (mgal)                       NAVD 88
 DF6739
 DF6739  VERT ORDER      -  SECOND    CLASS I
 DF6739
 DF6739.The horizontal coordinates were established by autonomous hand held GPS
 DF6739.observations and have an estimated accuracy of +/- 10 meters.
 DF6739
 DF6739.The orthometric height was determined by differential leveling and
 DF6739.adjusted by the NATIONAL GEODETIC SURVEY
 DF6739.in April 2004.
 DF6739
 DF6739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6739.GEOID18 height accuracy estimate available here.
 DF6739
 DF6739.Click photographs - Photos may exist for this station.
 DF6739
 DF6739.The dynamic height is computed by dividing the NAVD 88
 DF6739.geopotential number by the normal gravity value computed on the
 DF6739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6739.degrees latitude (g = 980.6199 gals.).
 DF6739
 DF6739.The modeled gravity was interpolated from observed gravity values.
 DF6739
 DF6739;                    North         East    Units  Estimated Accuracy
 DF6739;SPC FL E     -   435,780.      169,648.      MT  (+/- 10 meters HH2 GPS)
 DF6739
 DF6739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM6965726763(NAD 83)
 DF6739
 DF6739                          SUPERSEDED SURVEY CONTROL
 DF6739
 DF6739.No superseded survey control is available for this station.
 DF6739
 DF6739_MARKER: DB = BENCH MARK DISK
 DF6739_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF6739_SP_SET: BRIDGE ABUTMENT
 DF6739_STAMPING: 67.08
 DF6739_MARK LOGO: FLSRD
 DF6739_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6739+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2024
 DF6739
 DF6739  HISTORY     - Date     Condition        Report By
 DF6739  HISTORY     - UNK      MONUMENTED       FLDT
 DF6739  HISTORY     - 20010628 GOOD             FLDEP
 DF6739  HISTORY     - 20210310 GOOD             USPSQD
 DF6739  HISTORY     - 20240930 GOOD             GEOCAC
 DF6739
 DF6739                          STATION DESCRIPTION
 DF6739
 DF6739'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF6739'THE MARK IS ABOUT 2.0 MI NORTH OF ST. CLOUD, IN SECTION 34, TOWNSHIP
 DF6739'25 SOUTH, RANGE 30
 DF6739'EAST.
 DF6739'
 DF6739'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 192, 441 (13TH
 DF6739'STREET) AND
 DF6739'COUNTY ROAD 523 (VERMONT AVENUE) IN ST. CLOUD, GO NORTH ON COUNTY ROAD
 DF6739'523 (VERMONT
 DF6739'AVENUE) FOR 0.9 MI TO THE JUNCTION OF LAKESHORE BOULEVARD, TURN LEFT
 DF6739'ON LAKESHORE
 DF6739'BOULEVARD (COUNTY ROAD 523) AND GO NORTHWEST FOR 1.1 MI TO THE SOUTH
 DF6739'END OF BRIDGE
 DF6739'OVER CANAL 31 AND THE MARK ON THE RIGHT, SET IN THE TOP OF THE
 DF6739'SOUTHEAST THE BRIDGE
 DF6739'ABUTMENT ABOUT 1.0 FT ABOVE THE LEVEL OF LAKE SHORE BOULEVARD.
 DF6739'
 DF6739'LOCATED 13.6 FT EAST OF THE CENTERLINE OF LAKESHORE BOULEVARD AND 0.6
 DF6739'FT EAST OF A METAL
 DF6739'GUARD RAIL.
 DF6739
 DF6739                          STATION RECOVERY (2021)
 DF6739
 DF6739'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 DF6739'RECOVERED IN GOOD CONDITION.
 DF6739
 DF6739                          STATION RECOVERY (2024)
 DF6739
 DF6739'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DF6739'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF6740 ***********************************************************************
 DF6740  DESIGNATION -  67 12
 DF6740  PID         -  DF6740
 DF6740  STATE/COUNTY-  FL/OSCEOLA
 DF6740  COUNTRY     -  US
 DF6740  USGS QUAD   -  SAINT CLOUD NORTH (2018)
 DF6740
 DF6740                         *CURRENT SURVEY CONTROL
 DF6740  ______________________________________________________________________
 DF6740* NAD 83(1986) POSITION- 28 16 00.5    (N) 081 18 34.5    (W)   HD_HELD2
 DF6740* NAVD 88 ORTHO HEIGHT -    20.156 (meters)       66.13  (feet) ADJUSTED
 DF6740  ______________________________________________________________________
 DF6740  GEOID HEIGHT    -        -27.952 (meters)                     GEOID18
 DF6740  DYNAMIC HEIGHT  -         20.126 (meters)       66.03  (feet) COMP
 DF6740  MODELED GRAVITY -    979,160.9   (mgal)                       NAVD 88
 DF6740
 DF6740  VERT ORDER      -  SECOND    CLASS I
 DF6740
 DF6740.The horizontal coordinates were established by autonomous hand held GPS
 DF6740.observations and have an estimated accuracy of +/- 10 meters.
 DF6740
 DF6740.The orthometric height was determined by differential leveling and
 DF6740.adjusted by the NATIONAL GEODETIC SURVEY
 DF6740.in April 2004.
 DF6740
 DF6740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF6740.GEOID18 height accuracy estimate available here.
 DF6740
 DF6740.Click photographs - Photos may exist for this station.
 DF6740
 DF6740.The dynamic height is computed by dividing the NAVD 88
 DF6740.geopotential number by the normal gravity value computed on the
 DF6740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF6740.degrees latitude (g = 980.6199 gals.).
 DF6740
 DF6740.The modeled gravity was interpolated from observed gravity values.
 DF6740
 DF6740;                    North         East    Units  Estimated Accuracy
 DF6740;SPC FL E     -   435,814.      169,626.      MT  (+/- 10 meters HH2 GPS)
 DF6740
 DF6740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM6963626797(NAD 83)
 DF6740
 DF6740                          SUPERSEDED SURVEY CONTROL
 DF6740
 DF6740.No superseded survey control is available for this station.
 DF6740
 DF6740_MARKER: DB = BENCH MARK DISK
 DF6740_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DF6740_SP_SET: BRIDGE ABUTMENT
 DF6740_STAMPING: 67.12
 DF6740_MARK LOGO: FLSRD
 DF6740_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF6740_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF6740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF6740+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2024
 DF6740
 DF6740  HISTORY     - Date     Condition        Report By
 DF6740  HISTORY     - UNK      MONUMENTED       FLDT
 DF6740  HISTORY     - 20010628 GOOD             FLDEP
 DF6740  HISTORY     - 20210310 GOOD             USPSQD
 DF6740  HISTORY     - 20240930 GOOD             GEOCAC
 DF6740
 DF6740                          STATION DESCRIPTION
 DF6740
 DF6740'DESCRIBED BY FL DEPT OF ENV PRO 2001 (JLM)
 DF6740'THE MARK IS ABOUT 2.0 MI NORTH OF ST. CLOUD, IN SECTION 34, TOWNSHIP
 DF6740'25 SOUTH, RANGE 30
 DF6740'EAST.
 DF6740'
 DF6740'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 192, 441 (13TH
 DF6740'STREET) AND
 DF6740'COUNTY ROAD 523 (VERMONT AVENUE) IN ST. CLOUD, GO NORTH ON COUNTY ROAD
 DF6740'523 (VERMONT
 DF6740'AVENUE) FOR 0.9 MI TO THE JUNCTION OF LAKESHORE BOULEVARD, TURN LEFT
 DF6740'ON LAKESHORE
 DF6740'BOULEVARD (COUNTY ROAD 523) AND GO NORTHWEST FOR 1.1 MI TO THE NORTH
 DF6740'END OF BRIDGE
 DF6740'OVER CANAL 31 AND THE MARK ON THE LEFT, SET IN THE TOP OF THE
 DF6740'NORTHWEST BRIDGE
 DF6740'ABUTMENT ABOUT 1.0 FT ABOVE THE LEVEL OF LAKESHORE BOULEVARD.
 DF6740'
 DF6740'LOCATED 13.6 FT WEST OF THE CENTERLINE OF LAKESHORE BOULEVARD, 0.9 FT
 DF6740'EAST OF THE WEST
 DF6740'END OF THE ABUTMENT AND 0.6 FT WEST OF THE METAL GUARDRAIL.
 DF6740
 DF6740                          STATION RECOVERY (2021)
 DF6740
 DF6740'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 DF6740'RECOVERED IN GOOD CONDITION.
 DF6740
 DF6740                          STATION RECOVERY (2024)
 DF6740
 DF6740'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DF6740'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6458 ***********************************************************************
 AD6458  DESIGNATION -  67+06.11
 AD6458  PID         -  AD6458
 AD6458  STATE/COUNTY-  FL/PALM BEACH
 AD6458  COUNTRY     -  US
 AD6458  USGS QUAD   -  RIVIERA BEACH (2018)
 AD6458
 AD6458                         *CURRENT SURVEY CONTROL
 AD6458  ______________________________________________________________________
 AD6458* NAD 83(1990) POSITION- 26 46 26.11374(N) 080 02 10.92613(W)   ADJUSTED
 AD6458* NAVD 88 ORTHO HEIGHT -     1.    (meters)        3.    (feet) SCALED
 AD6458  ______________________________________________________________________
 AD6458  GEOID HEIGHT    -        -26.842 (meters)                     GEOID18
 AD6458  LAPLACE CORR    -         -5.41  (seconds)                    DEFLEC18
 AD6458  HORZ ORDER      -  THIRD
 AD6458
 AD6458.The horizontal coordinates were established by classical geodetic methods
 AD6458.and adjusted by the National Geodetic Survey in May 1991.
 AD6458
 AD6458.The orthometric height was scaled from a topographic map.
 AD6458
 AD6458.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6458.GEOID18 height accuracy estimate available here.
 AD6458
 AD6458.Click photographs - Photos may exist for this station.
 AD6458
 AD6458.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD6458
 AD6458. The following values were computed from the NAD 83(1990) position.
 AD6458
 AD6458;                    North         East     Units Scale Factor Converg.
 AD6458;SPC FL E     -   270,718.570   295,832.745   MT  1.00005452   +0 26 02.8
 AD6458;SPC FL E     -   888,182.51    970,577.93   sFT  1.00005452   +0 26 02.8
 AD6458;UTM  17      - 2,961,758.183   595,800.047   MT  0.99971330   +0 26 02.8
 AD6458
 AD6458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6458!SPC FL E     -   1.00000413  x   1.00005452  =   1.00005865
 AD6458!UTM  17      -   1.00000413  x   0.99971330  =   0.99971743
 AD6458
 AD6458:                Primary Azimuth Mark                     Grid Az
 AD6458:SPC FL E     -  BREAKERS HOTEL S TWR CUP                 177 45 27.7
 AD6458:UTM  17      -  BREAKERS HOTEL S TWR CUP                 177 45 27.7
 AD6458
 AD6458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9580061758(NAD 83)
 AD6458
 AD6458|---------------------------------------------------------------------|
 AD6458| PID    Reference Object                     Distance      Geod. Az  |
 AD6458|                                                           dddmmss.s |
 AD6458| AD6548 BREAKERS HOTEL S TWR CUP            APPROX. 6.6 KM 1781130.5 |
 AD6458| CW8383 67+06.11 RM 1                        15.315 METERS 25020     |
 AD6458| AD6472 RIDGE                               130.330 METERS 35652     |
 AD6458|---------------------------------------------------------------------|
 AD6458
 AD6458                          SUPERSEDED SURVEY CONTROL
 AD6458
 AD6458  NAD 83(1986)-  26 46 26.11763(N)    080 02 10.93483(W) AD(       ) 3
 AD6458  NAD 27      -  26 46 24.89295(N)    080 02 11.77856(W) AD(       ) 3
 AD6458
 AD6458.Superseded values are not recommended for survey control.
 AD6458
 AD6458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6458.See file dsdata.pdf to determine how the superseded data were derived.
 AD6458
 AD6458_MARKER: DD = SURVEY DISK
 AD6458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6458+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 AD6458
 AD6458  HISTORY     - Date     Condition        Report By
 AD6458  HISTORY     - 1947     MONUMENTED       USACE
 AD6458  HISTORY     - 20010331 GOOD             NGS
 AD6458  HISTORY     - 20021023 GOOD             USPSQD
 AD6458  HISTORY     - 20040303 GOOD             USPSQD
 AD6458  HISTORY     - 20241125 MARK NOT FOUND   GEOCAC
 AD6458
 AD6458                          STATION DESCRIPTION
 AD6458
 AD6458'DESCRIBED BY US ARMY CORPS OF ENGINEERS 1947 (RAG)
 AD6458'THE STATION IS LOCATED ON THE S END OF SINGERS ISLAND, ABOUT 1.0
 AD6458'MILE E OF RIVIERA BEACH, AND 0.5 MILE S OF THE E END OF THE
 AD6458'RIVIERA BEACH BRIDGE.  IT IS IN GRAVEL WITHIN THE RIGHT-OF-WAY OF
 AD6458'LAKE WORTH INLET, 66 FEET N OF MEAN HIGH-WATER LINE, AND ABOUT
 AD6458'1,000 FEET E OF THE W SIDE OF THE ISLAND.
 AD6458'
 AD6458'STATION MARK IS A BRONZE U.S.E.D. HARBOR SURVEY DISK, STAMPED
 AD6458'67 06.11, AND SET IN THE TOP OF A 10-INCH SQUARE CONCRETE
 AD6458'MONUMENT PROJECTING 4 INCHES ABOVE THE GROUND.
 AD6458'
 AD6458'THE REFERENCE MARK IS LOCATED W OF THE STATION AND IS A BRONZE
 AD6458'REFERENCE DISK STAMPED RM NO 1 U S E D 67 + 06.11 1947.  IT IS
 AD6458'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT PROJECTING
 AD6458'3 INCHES ABOVE GROUND.
 AD6458
 AD6458                          STATION RECOVERY (2001)
 AD6458
 AD6458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD6458'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD6458
 AD6458                          STATION RECOVERY (2002)
 AD6458
 AD6458'RECOVERY NOTE BY US POWER SQUADRON 2002 (JDP)
 AD6458'67+06.11 WAS NOT FOUND. T 309   1970 WAS FOUND IN A CONCRETE SLAB USED
 AD6458'AS A PUBLIC BENCH AREA
 AD6458
 AD6458                          STATION RECOVERY (2004)
 AD6458
 AD6458'RECOVERY NOTE BY US POWER SQUADRON 2004 (JDP)
 AD6458'RECOVERED IN GOOD CONDITION.
 AD6458
 AD6458                          STATION RECOVERY (2024)
 AD6458
 AD6458'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 AD6458'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9130 ***********************************************************************
 DN9130  DESIGNATION -  670034 A
 DN9130  PID         -  DN9130
 DN9130  STATE/COUNTY-  FL/HERNANDO
 DN9130  COUNTRY     -  US
 DN9130  USGS QUAD   -  NOBLETON (2018)
 DN9130
 DN9130                         *CURRENT SURVEY CONTROL
 DN9130  ______________________________________________________________________
 DN9130* NAD 83(1986) POSITION- 28 38 40.2    (N) 082 15 27.1    (W)   HD_HELD2
 DN9130* NAVD 88 ORTHO HEIGHT -    15.935 (meters)       52.28  (feet) ADJUSTED
 DN9130  ______________________________________________________________________
 DN9130  GEOID HEIGHT    -        -26.938 (meters)                     GEOID18
 DN9130  DYNAMIC HEIGHT  -         15.912 (meters)       52.20  (feet) COMP
 DN9130  MODELED GRAVITY -    979,212.3   (mgal)                       NAVD 88
 DN9130
 DN9130  VERT ORDER      -  SECOND    CLASS I
 DN9130
 DN9130.The horizontal coordinates were established by autonomous hand held GPS
 DN9130.observations and have an estimated accuracy of +/- 10 meters.
 DN9130
 DN9130.The orthometric height was determined by differential leveling and
 DN9130.adjusted by the NATIONAL GEODETIC SURVEY
 DN9130.in July 2012.
 DN9130
 DN9130.No vertical observational check was made to the station.
 DN9130
 DN9130.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9130.GEOID18 height accuracy estimate available here.
 DN9130
 DN9130.Click photographs - Photos may exist for this station.
 DN9130
 DN9130.The dynamic height is computed by dividing the NAVD 88
 DN9130.geopotential number by the normal gravity value computed on the
 DN9130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9130.degrees latitude (g = 980.6199 gals.).
 DN9130
 DN9130.The modeled gravity was interpolated from observed gravity values.
 DN9130
 DN9130;                    North         East    Units  Estimated Accuracy
 DN9130;SPC FL W     -   477,658.      174,823.      MT  (+/- 10 meters HH2 GPS)
 DN9130
 DN9130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7709469246(NAD 83)
 DN9130
 DN9130                          SUPERSEDED SURVEY CONTROL
 DN9130
 DN9130.No superseded survey control is available for this station.
 DN9130
 DN9130_MARKER: DD = SURVEY DISK
 DN9130_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN9130_SP_SET: BRIDGE WING WALL
 DN9130_STAMPING: 670034 A 2011
 DN9130_MARK LOGO: FLDEP
 DN9130_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN9130_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9130_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9130+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2015
 DN9130
 DN9130  HISTORY     - Date     Condition        Report By
 DN9130  HISTORY     - 20110123 MONUMENTED       FLDEP
 DN9130  HISTORY     - 20151221 GOOD             WANTGP
 DN9130
 DN9130                          STATION DESCRIPTION
 DN9130
 DN9130'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9130'THE MARK IS ABOUT 8.9 MI (14.3 KM) WEST OF BUSHNELL, 7.6 MI (12.2 KM)
 DN9130'WEST-NORTHWEST OF SAINT CATHERINE, 4.9 MI (7.9 KM) SOUTHWEST OF WAHOO,
 DN9130'IN SECTION 24, TOWNSHIP 21 SOUTH, RANGE 20 EAST.
 DN9130'
 DN9130'THE MARK IS AT THE SUMTER-HERNANDO COUNTY LINE AND WITHLACOOCHEE RIVER
 DN9130'BRIDGE IN NOBLETON IN THE BRIDGE WINGWALL ON COUNTY ROAD 476 (LAKE
 DN9130'LINDSEY ROAD), SET IN THE TOP OF THE SOUTHWEST CONCRETE BRIDGE
 DN9130'WINGWALL ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF COUNTY ROAD 476 (LAKE
 DN9130'LINDSEY ROAD).
 DN9130'
 DN9130'LOCATED 29.2 FT (8.9 M) EAST OF POWER POLE NUMBER 5667-4176, 18.7 FT
 DN9130'(5.7 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 DN9130'476 (LAKE LINDSEY ROAD), 4.2 FT (1.3 M) SOUTH OF A METAL GUARDRAIL AND
 DN9130'0.7 FT (0.2 M) EAST OF THE WEST EDGE OF THE WINGWALL.
 DN9130
 DN9130                          STATION RECOVERY (2015)
 DN9130
 DN9130'RECOVERY NOTE BY WANTMAN GROUP INC 2015 (DC)
 DN9130'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6846 ***********************************************************************
 DP6846  DESIGNATION -  670200 A
 DP6846  PID         -  DP6846
 DP6846  STATE/COUNTY-  FL/MANATEE
 DP6846  COUNTRY     -  US
 DP6846  USGS QUAD   -  LORRAINE (2018)
 DP6846
 DP6846                         *CURRENT SURVEY CONTROL
 DP6846  ______________________________________________________________________
 DP6846* NAD 83(1986) POSITION- 27 25 10.5    (N) 082 25 33.5    (W)   HD_HELD2
 DP6846* NAVD 88 ORTHO HEIGHT -     7.462 (meters)       24.48  (feet) ADJUSTED
 DP6846  ______________________________________________________________________
 DP6846  GEOID HEIGHT    -        -24.567 (meters)                     GEOID18
 DP6846  DYNAMIC HEIGHT  -          7.451 (meters)       24.45  (feet) COMP
 DP6846  MODELED GRAVITY -    979,131.1   (mgal)                       NAVD 88
 DP6846
 DP6846  VERT ORDER      -  SECOND    CLASS I
 DP6846
 DP6846.The horizontal coordinates were established by autonomous hand held GPS
 DP6846.observations and have an estimated accuracy of +/- 10 meters.
 DP6846
 DP6846.The orthometric height was determined by differential leveling and
 DP6846.adjusted by the NATIONAL GEODETIC SURVEY
 DP6846.in June 2015.
 DP6846
 DP6846.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6846.GEOID18 height accuracy estimate available here.
 DP6846
 DP6846.Click photographs - Photos may exist for this station.
 DP6846
 DP6846.The dynamic height is computed by dividing the NAVD 88
 DP6846.geopotential number by the normal gravity value computed on the
 DP6846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6846.degrees latitude (g = 980.6199 gals.).
 DP6846
 DP6846.The modeled gravity was interpolated from observed gravity values.
 DP6846
 DP6846;                    North         East    Units  Estimated Accuracy
 DP6846;SPC FL W     -   341,966.      157,880.      MT  (+/- 10 meters HH2 GPS)
 DP6846
 DP6846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5904233717(NAD 83)
 DP6846
 DP6846                          SUPERSEDED SURVEY CONTROL
 DP6846
 DP6846.No superseded survey control is available for this station.
 DP6846
 DP6846_MARKER: DD = SURVEY DISK
 DP6846_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6846_STAMPING: 670200 A 2014
 DP6846_MARK LOGO: SWFWMD
 DP6846_PROJECTION: RECESSED 8 CENTIMETERS
 DP6846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6846+STABILITY: SURFACE MOTION
 DP6846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP6846+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2014
 DP6846_ROD/PIPE-DEPTH: 11.9 meters
 DP6846
 DP6846  HISTORY     - Date     Condition        Report By
 DP6846  HISTORY     - 20140423 MONUMENTED       FLDEP
 DP6846
 DP6846                          STATION DESCRIPTION
 DP6846
 DP6846'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6846'THE MARK IS ABOUT 8.6 MI (13.8 KM) NORTHEAST OF SARASOTA, 7.4 MI (11.9
 DP6846'KM) SOUTH-SOUTHWEST OF RYE, 2.0 MI (3.2 KM) WEST-SOUTHWEST OF
 DP6846'LORRAINE, IN SECTION 20, TOWNSHIP 35, RANGE 19 EAST.
 DP6846'
 DP6846'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6846'ROAD 70 INCH (178 CM) BRADENTON, GO EAST ON STATE ROAD 70 FOR 2.0 MI
 DP6846'(3.2 KM) TO THE INTERSECTION OF LAKEWOOD RANCH BOULEVARD.  TURN RIGHT
 DP6846'ON LAKEWOOD RANCH BOULEVARD AND GO SOUTH FOR 0.95 MI (1.5 KM) TO THE
 DP6846'SOUTHWEST END OF THE BRADEN RIVER BRIDGE ON THE RIGHT AND THE MARK ON
 DP6846'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.2 FT
 DP6846'(11.9 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP6846'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEPTH, RECESSED 0.3 FT (9
 DP6846'CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE
 DP6846'LEVEL OF LAKEWOOD RANCH BOULEVARD.
 DP6846'
 DP6846'LOCATED 69.0 FT (21.0 M) NORTH OF SURVEY MARK 670200 B, 34.4 FT (10.5
 DP6846'M) WEST OF THE APPROXIMATE CENTERLINE OF LAKEWOOD RANCH BOULEVARD
 DP6846'SOUTHBOUND, 23.9 FT (7.3 M) SOUTH-SOUTHWEST OF A 14-INCH (36 CM)
 DP6846'DIAMETER LAUREL OAK TREE, 9.5 FT (2.9 M) WEST OF THE WEST EDGE OF A
 DP6846'CONCRETE SIDEWALK AND 3.6 FT (1.1 M) EAST OF A CARSONITE WITNESS POST.
 DP6846'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6846'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6847 ***********************************************************************
 DP6847  DESIGNATION -  670200 B
 DP6847  PID         -  DP6847
 DP6847  STATE/COUNTY-  FL/MANATEE
 DP6847  COUNTRY     -  US
 DP6847  USGS QUAD   -  LORRAINE (2018)
 DP6847
 DP6847                         *CURRENT SURVEY CONTROL
 DP6847  ______________________________________________________________________
 DP6847* NAD 83(1986) POSITION- 27 25 09.7    (N) 082 25 33.3    (W)   HD_HELD2
 DP6847* NAVD 88 ORTHO HEIGHT -     6.450 (meters)       21.16  (feet) ADJUSTED
 DP6847  ______________________________________________________________________
 DP6847  GEOID HEIGHT    -        -24.567 (meters)                     GEOID18
 DP6847  DYNAMIC HEIGHT  -          6.441 (meters)       21.13  (feet) COMP
 DP6847  MODELED GRAVITY -    979,131.1   (mgal)                       NAVD 88
 DP6847
 DP6847  VERT ORDER      -  SECOND    CLASS I
 DP6847
 DP6847.The horizontal coordinates were established by autonomous hand held GPS
 DP6847.observations and have an estimated accuracy of +/- 10 meters.
 DP6847
 DP6847.The orthometric height was determined by differential leveling and
 DP6847.adjusted by the NATIONAL GEODETIC SURVEY
 DP6847.in June 2015.
 DP6847
 DP6847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6847.GEOID18 height accuracy estimate available here.
 DP6847
 DP6847.Click photographs - Photos may exist for this station.
 DP6847
 DP6847.The dynamic height is computed by dividing the NAVD 88
 DP6847.geopotential number by the normal gravity value computed on the
 DP6847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6847.degrees latitude (g = 980.6199 gals.).
 DP6847
 DP6847.The modeled gravity was interpolated from observed gravity values.
 DP6847
 DP6847;                    North         East    Units  Estimated Accuracy
 DP6847;SPC FL W     -   341,941.      157,886.      MT  (+/- 10 meters HH2 GPS)
 DP6847
 DP6847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5904733692(NAD 83)
 DP6847
 DP6847                          SUPERSEDED SURVEY CONTROL
 DP6847
 DP6847.No superseded survey control is available for this station.
 DP6847
 DP6847_MARKER: DD = SURVEY DISK
 DP6847_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6847_STAMPING: 670200 B 2014
 DP6847_MARK LOGO: SWFWMD
 DP6847_PROJECTION: RECESSED 5 CENTIMETERS
 DP6847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6847+SATELLITE: SATELLITE OBSERVATIONS - April 23, 2014
 DP6847_ROD/PIPE-DEPTH: 7.7 meters
 DP6847
 DP6847  HISTORY     - Date     Condition        Report By
 DP6847  HISTORY     - 20140423 MONUMENTED       FLDEP
 DP6847
 DP6847                          STATION DESCRIPTION
 DP6847
 DP6847'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6847'THE MARK IS ABOUT 8.6 MI (13.8 KM) NORTHEAST OF SARASOTA, 7.4 MI (11.9
 DP6847'KM) SOUTH-SOUTHWEST OF RYE, 2.0 MI (3.2 KM) WEST-SOUTHWEST OF
 DP6847'LORRAINE, IN SECTION 20, TOWNSHIP 35, RANGE 19 EAST.
 DP6847'
 DP6847'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6847'ROAD 70 INCH (178 CM) BRADENTON, GO EAST ON STATE ROAD 70 FOR 2.0 MI
 DP6847'(3.2 KM) TO THE INTERSECTION OF LAKEWOOD RANCH BOULEVARD.  TURN RIGHT
 DP6847'ON LAKEWOOD RANCH BOULEVARD AND GO SOUTH FOR 0.95 MI (1.5 KM) TO THE
 DP6847'SOUTH END OF THE BRADEN RIVER BRIDGE.  CONTINUE SOUTH ON LAKEWOOD
 DP6847'RANCH BOULEVARD FOR ANOTHER 175.0 FT (53.3 M) TO A DIRT ROAD ON THE
 DP6847'RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DP6847'A DEPTH OF 25.1 FT (7.7 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP6847'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEPTH,
 DP6847'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 4.0 FT
 DP6847'(1.2 M) BELOW THE LEVEL OF LAKEWOOD RANCH BOULEVARD.
 DP6847'
 DP6847'LOCATED 69.0 FT (21.0 M) SOUTH OF SURVEY MARK 670200 A, 43.4 FT (13.2
 DP6847'M) WEST OF THE APPROXIMATE CENTERLINE OF LAKEWOOD RANCH BOULEVARD
 DP6847'SOUTHBOUND LANES, 18.8 FT (5.7 M) WEST OF THE WEST EDGE OF A CONCRETE
 DP6847'SIDEWALK, 18.7 FT (5.7 M) SOUTHWEST OF A CONCRETE LIGHT POLE, 1.6 FT
 DP6847'(0.5 M) NORTHEAST OF A 2-RAIL FENCE END POST AND 1.5 FT (0.5 M)
 DP6847'NORTHEAST OF A CARSONITE WITNESS POST.
 DP6847'
 DP6847'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6847'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3865 ***********************************************************************
 DQ3865  DESIGNATION -  670209 A
 DQ3865  PID         -  DQ3865
 DQ3865  STATE/COUNTY-  FL/HERNANDO
 DQ3865  COUNTRY     -  US
 DQ3865  USGS QUAD   -  SAINT CATHERINE (2018)
 DQ3865
 DQ3865                         *CURRENT SURVEY CONTROL
 DQ3865  ______________________________________________________________________
 DQ3865* NAD 83(1986) POSITION- 28 31 16.7    (N) 082 12 31.4    (W)   HD_HELD2
 DQ3865* NAVD 88 ORTHO HEIGHT -    16.691 (meters)       54.76  (feet) ADJUSTED
 DQ3865  ______________________________________________________________________
 DQ3865  GEOID HEIGHT    -        -26.718 (meters)                     GEOID18
 DQ3865  DYNAMIC HEIGHT  -         16.667 (meters)       54.68  (feet) COMP
 DQ3865  MODELED GRAVITY -    979,206.8   (mgal)                       NAVD 88
 DQ3865
 DQ3865  VERT ORDER      -  FIRST     CLASS II
 DQ3865
 DQ3865.The horizontal coordinates were established by autonomous hand held GPS
 DQ3865.observations and have an estimated accuracy of +/- 10 meters.
 DQ3865
 DQ3865.The orthometric height was determined by differential leveling and
 DQ3865.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3865.in December 2016.
 DQ3865
 DQ3865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3865.GEOID18 height accuracy estimate available here.
 DQ3865
 DQ3865.Click photographs - Photos may exist for this station.
 DQ3865
 DQ3865.The dynamic height is computed by dividing the NAVD 88
 DQ3865.geopotential number by the normal gravity value computed on the
 DQ3865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3865.degrees latitude (g = 980.6199 gals.).
 DQ3865
 DQ3865.The modeled gravity was interpolated from observed gravity values.
 DQ3865
 DQ3865;                    North         East    Units  Estimated Accuracy
 DQ3865;SPC FL W     -   463,996.      179,571.      MT  (+/- 10 meters HH2 GPS)
 DQ3865
 DQ3865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8172755548(NAD 83)
 DQ3865
 DQ3865                          SUPERSEDED SURVEY CONTROL
 DQ3865
 DQ3865.No superseded survey control is available for this station.
 DQ3865
 DQ3865_MARKER: DD = SURVEY DISK
 DQ3865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3865_STAMPING: 670209 A 2016
 DQ3865_MARK LOGO: SWFWMD
 DQ3865_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3865_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3865+STABILITY: SURFACE MOTION
 DQ3865_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3865+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2016
 DQ3865
 DQ3865  HISTORY     - Date     Condition        Report By
 DQ3865  HISTORY     - 20160311 MONUMENTED       FLDEP
 DQ3865
 DQ3865                          STATION DESCRIPTION
 DQ3865
 DQ3865'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ3865'THE MARK IS ABOUT 7.5 MI (12.0 KM) SOUTHWEST OF SAINT CATHERINE, 6.1
 DQ3865'MI (9.7 KM) EAST-NORTHEAST OF SPRING LAKE, 4.4 MI (7.1 KM)
 DQ3865'NORTH-NORTHWEST OF LACOOCHEE, IN SECTION 4, TOWNSHIP 23 SOUTH, RANGE
 DQ3865'21 EAST.
 DQ3865'
 DQ3865'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DQ3865'ROAD 50 (CORTEZ BOULEVARD), ABOUT 10.0 MI (16.1 KM) EAST OF
 DQ3865'BROOKSVILLE, GO EAST ON STATE ROAD 50 (CORTEZ BOULEVARD) FOR 2.0 MI
 DQ3865'(3.2 KM) TO THE JUNCTION OF PAUL R. STECKLE LANE ON THE LEFT, TURN
 DQ3865'LEFT ON PAUL R. STECKLE LANE AND GO NORTHEAST AND NORTHWEST FOR 0.2 MI
 DQ3865'(0.3 KM) TO THE JUNCTION OF CEDRIC STREET ON THE RIGHT, TURN RIGHT ON
 DQ3865'CEDRIC STREET AND GO NORTH AND WEST FOR 0.3 MI (0.5 KM) TO A DRIVEWAY
 DQ3865'AT 6223 CEDRIC STREET AND THE MARK AHEAD, AN ALUMINUM ROD DRIVEN TO
 DQ3865'REFUSAL AT A DEPTH OF 34.0 FT (10.4 M) WITH A SURVEY DISK SET ON THE
 DQ3865'TOP AND IN A 12-INCH ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M)
 DQ3865'DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DQ3865'1.0 FT (0.3 M) BELOW THE LEVEL OF CEDRIC STREET.
 DQ3865'
 DQ3865'LOCATED 97.0 FT (29.6 M) SOUTH OF SURVEY MARK 670209 B, 11.6 FT (3.5
 DQ3865'M) NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT 6223
 DQ3865'CEDRIC STREET, 8.6 FT (2.6 M) SOUTHWEST OF THE SOUTH END OF A WOODEN 3
 DQ3865'MAIL BOX STAND, 2.3 FT (0.7 M) EAST OF A HOG WIRE FENCE AND 1.8 FT
 DQ3865'(0.5 M) EAST OF A CARSONITE WITNESS POST.
 DQ3865'
 DQ3865'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DQ3865'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3866 ***********************************************************************
 DQ3866  DESIGNATION -  670209 B
 DQ3866  PID         -  DQ3866
 DQ3866  STATE/COUNTY-  FL/HERNANDO
 DQ3866  COUNTRY     -  US
 DQ3866  USGS QUAD   -  SAINT CATHERINE (2018)
 DQ3866
 DQ3866                         *CURRENT SURVEY CONTROL
 DQ3866  ______________________________________________________________________
 DQ3866* NAD 83(1986) POSITION- 28 31 17.3    (N) 082 12 31.2    (W)   HD_HELD2
 DQ3866* NAVD 88 ORTHO HEIGHT -    16.644 (meters)       54.61  (feet) ADJUSTED
 DQ3866  ______________________________________________________________________
 DQ3866  GEOID HEIGHT    -        -26.719 (meters)                     GEOID18
 DQ3866  DYNAMIC HEIGHT  -         16.620 (meters)       54.53  (feet) COMP
 DQ3866  MODELED GRAVITY -    979,206.8   (mgal)                       NAVD 88
 DQ3866
 DQ3866  VERT ORDER      -  FIRST     CLASS II
 DQ3866
 DQ3866.The horizontal coordinates were established by autonomous hand held GPS
 DQ3866.observations and have an estimated accuracy of +/- 10 meters.
 DQ3866
 DQ3866.The orthometric height was determined by differential leveling and
 DQ3866.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3866.in December 2016.
 DQ3866
 DQ3866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3866.GEOID18 height accuracy estimate available here.
 DQ3866
 DQ3866.Click photographs - Photos may exist for this station.
 DQ3866
 DQ3866.The dynamic height is computed by dividing the NAVD 88
 DQ3866.geopotential number by the normal gravity value computed on the
 DQ3866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3866.degrees latitude (g = 980.6199 gals.).
 DQ3866
 DQ3866.The modeled gravity was interpolated from observed gravity values.
 DQ3866
 DQ3866;                    North         East    Units  Estimated Accuracy
 DQ3866;SPC FL W     -   464,015.      179,576.      MT  (+/- 10 meters HH2 GPS)
 DQ3866
 DQ3866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8173355566(NAD 83)
 DQ3866
 DQ3866                          SUPERSEDED SURVEY CONTROL
 DQ3866
 DQ3866.No superseded survey control is available for this station.
 DQ3866
 DQ3866_MARKER: DD = SURVEY DISK
 DQ3866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3866_STAMPING: 670209 B 2016
 DQ3866_MARK LOGO: SWFWMD
 DQ3866_PROJECTION: RECESSED 10 CENTIMETERS
 DQ3866_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3866+STABILITY: SURFACE MOTION
 DQ3866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3866+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2016
 DQ3866
 DQ3866  HISTORY     - Date     Condition        Report By
 DQ3866  HISTORY     - 20160311 MONUMENTED       FLDEP
 DQ3866
 DQ3866                          STATION DESCRIPTION
 DQ3866
 DQ3866'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ3866'THE MARK IS ABOUT 7.5 MI (12.0 KM) SOUTHWEST OF SAINT CATHERINE, 6.1
 DQ3866'MI (9.7 KM) EAST-NORTHEAST OF SPRING LAKE, 4.4 MI (7.1 KM)
 DQ3866'NORTH-NORTHWEST OF LACOOCHEE, IN SECTION 4, TOWNSHIP 23 SOUTH, RANGE
 DQ3866'21 EAST.
 DQ3866'
 DQ3866'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DQ3866'ROAD 50 (CORTEZ BOULEVARD), ABOUT 10.0 MI (16.1 KM) EAST OF
 DQ3866'BROOKSVILLE, GO EAST ON STATE ROAD 50 (CORTEZ BOULEVARD) FOR 2.0 MI
 DQ3866'(3.2 KM) TO THE JUNCTION OF PAUL R. STECKLE LANE ON THE LEFT, TURN
 DQ3866'LEFT ON PAUL R. STECKLE LANE AND GO NORTHEAST AND NORTHWEST FOR 0.2 MI
 DQ3866'(0.3 KM) TO THE JUNCTION OF CEDRIC STREET ON THE RIGHT, TURN RIGHT ON
 DQ3866'CEDRIC STREET AND GO NORTH AND WEST FOR 0.3 MI (0.5 KM) TO THE END OF
 DQ3866'CEDRIC STREET, A DRIVEWAY AT 6251 CEDRIC STREET AND THE MARK ON THE
 DQ3866'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 33.0 FT (10.1
 DQ3866'M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH ROUND CONCRETE
 DQ3866'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.4 FT (12 CM) BELOW THE
 DQ3866'LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE
 DQ3866'DRIVEWAY.
 DQ3866'
 DQ3866'LOCATED 97.0 FT (29.6 M) NORTH OF SURVEY MARK 670209 A, 10.0 FT (3.0
 DQ3866'M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY AT
 DQ3866'6251 CEDRIC STREET, 2.0 FT (0.6 M) SOUTH OF A HOG WIRE FENCE AND 1.6
 DQ3866'FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 DQ3866'
 DQ3866'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DQ3866'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0983 ***********************************************************************
 DP0983  DESIGNATION -  670239 A
 DP0983  PID         -  DP0983
 DP0983  STATE/COUNTY-  FL/POLK
 DP0983  COUNTRY     -  US
 DP0983  USGS QUAD   -  MULBERRY (2018)
 DP0983
 DP0983                         *CURRENT SURVEY CONTROL
 DP0983  ______________________________________________________________________
 DP0983* NAD 83(1986) POSITION- 27 57 29.9    (N) 081 56 17.3    (W)   HD_HELD2
 DP0983* NAVD 88 ORTHO HEIGHT -    56.272 (meters)      184.62  (feet) ADJUSTED
 DP0983  ______________________________________________________________________
 DP0983  GEOID HEIGHT    -        -25.877 (meters)                     GEOID18
 DP0983  DYNAMIC HEIGHT  -         56.189 (meters)      184.35  (feet) COMP
 DP0983  MODELED GRAVITY -    979,170.6   (mgal)                       NAVD 88
 DP0983
 DP0983  VERT ORDER      -  SECOND    CLASS I
 DP0983
 DP0983.The horizontal coordinates were established by autonomous hand held GPS
 DP0983.observations and have an estimated accuracy of +/- 10 meters.
 DP0983
 DP0983.The orthometric height was determined by differential leveling and
 DP0983.adjusted by the NATIONAL GEODETIC SURVEY
 DP0983.in January 2014.
 DP0983
 DP0983.No vertical observational check was made to the station.
 DP0983
 DP0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0983.GEOID18 height accuracy estimate available here.
 DP0983
 DP0983.Click photographs - Photos may exist for this station.
 DP0983
 DP0983.The dynamic height is computed by dividing the NAVD 88
 DP0983.geopotential number by the normal gravity value computed on the
 DP0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0983.degrees latitude (g = 980.6199 gals.).
 DP0983
 DP0983.The modeled gravity was interpolated from observed gravity values.
 DP0983
 DP0983;                    North         East    Units  Estimated Accuracy
 DP0983;SPC FL W     -   401,590.      206,087.      MT  (+/- 10 meters HH2 GPS)
 DP0983
 DP0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0772292937(NAD 83)
 DP0983
 DP0983                          SUPERSEDED SURVEY CONTROL
 DP0983
 DP0983.No superseded survey control is available for this station.
 DP0983
 DP0983_MARKER: DD = SURVEY DISK
 DP0983_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0983_STAMPING: 670239 A 2013
 DP0983_MARK LOGO: SWFWMD
 DP0983_PROJECTION: RECESSED 5 CENTIMETERS
 DP0983_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP0983_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0983+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2013
 DP0983_ROD/PIPE-DEPTH: 16.4 meters
 DP0983
 DP0983  HISTORY     - Date     Condition        Report By
 DP0983  HISTORY     - 20130301 MONUMENTED       FLDEP
 DP0983
 DP0983                          STATION DESCRIPTION
 DP0983
 DP0983'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0983'THE MARK IS ABOUT 7.2 MI (11.6 KM) NORTHWEST OF BARTOW, 5.6 MI (9.0
 DP0983'KM) SOUTH OF LAKELAND, 4.9 MI (7.9 KM) NORTH-NORTHEAST OF MULBERRY, IN
 DP0983'SECTION 17, TOWNSHIP 29 SOUTH, RANGE 24 EAST.
 DP0983'
 DP0983'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND COUNTY ROAD
 DP0983'540A IN HIGHLAND CITY, GO WEST ON STATE ROAD 540A FOR 4.2 MI (6.8 KM)
 DP0983'TO THE JUNCTION OF THE PIER PLACE DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP0983'PIER PLACE DRIVE AND GO NORTH FOR 0.4 MI (0.6 KM) TO A GATED BOAT
 DP0983'LANDING ON THE RIGHT AND THE MARK ON THE EASTERNMOST FENCE LINE, AN
 DP0983'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 53.7 FT (16.4 M) WITH AN
 DP0983'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6
 DP0983'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE PARKING LOT.
 DP0983'
 DP0983'LOCATED 124.4 FT (37.9 M) SOUTH OF SURVEY MARK 670239 B, 88.2 FT (26.9
 DP0983'M) NORTH OF A CHAIN LINK FENCE CORNER, 45.0 FT (13.7 M) EAST OF THE
 DP0983'APPROXIMATE EXTENDED CENTERLINE OF A BOAT RAMP, 1.6 FT (0.5 M) WEST OF
 DP0983'A CHAIN LINK FENCE AND 1.4 FT (0.4 M) WEST OF A CARSONITE WITNESS
 DP0983'POST.
 DP0983'
 DP0983'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP0983'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0984 ***********************************************************************
 DP0984  DESIGNATION -  670239 B
 DP0984  PID         -  DP0984
 DP0984  STATE/COUNTY-  FL/POLK
 DP0984  COUNTRY     -  US
 DP0984  USGS QUAD   -  MULBERRY (2018)
 DP0984
 DP0984                         *CURRENT SURVEY CONTROL
 DP0984  ______________________________________________________________________
 DP0984* NAD 83(1986) POSITION- 27 57 30.9    (N) 081 56 17.2    (W)   HD_HELD2
 DP0984* NAVD 88 ORTHO HEIGHT -    53.935 (meters)      176.95  (feet) ADJUSTED
 DP0984  ______________________________________________________________________
 DP0984  GEOID HEIGHT    -        -25.878 (meters)                     GEOID18
 DP0984  DYNAMIC HEIGHT  -         53.855 (meters)      176.69  (feet) COMP
 DP0984  MODELED GRAVITY -    979,170.6   (mgal)                       NAVD 88
 DP0984
 DP0984  VERT ORDER      -  SECOND    CLASS I
 DP0984
 DP0984.The horizontal coordinates were established by autonomous hand held GPS
 DP0984.observations and have an estimated accuracy of +/- 10 meters.
 DP0984
 DP0984.The orthometric height was determined by differential leveling and
 DP0984.adjusted by the NATIONAL GEODETIC SURVEY
 DP0984.in January 2014.
 DP0984
 DP0984.No vertical observational check was made to the station.
 DP0984
 DP0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0984.GEOID18 height accuracy estimate available here.
 DP0984
 DP0984.Click photographs - Photos may exist for this station.
 DP0984
 DP0984.The dynamic height is computed by dividing the NAVD 88
 DP0984.geopotential number by the normal gravity value computed on the
 DP0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0984.degrees latitude (g = 980.6199 gals.).
 DP0984
 DP0984.The modeled gravity was interpolated from observed gravity values.
 DP0984
 DP0984;                    North         East    Units  Estimated Accuracy
 DP0984;SPC FL W     -   401,621.      206,089.      MT  (+/- 10 meters HH2 GPS)
 DP0984
 DP0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0772492968(NAD 83)
 DP0984
 DP0984                          SUPERSEDED SURVEY CONTROL
 DP0984
 DP0984.No superseded survey control is available for this station.
 DP0984
 DP0984_MARKER: DD = SURVEY DISK
 DP0984_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0984_STAMPING: 670239 B 2013
 DP0984_MARK LOGO: SWFWMD
 DP0984_PROJECTION: RECESSED 5 CENTIMETERS
 DP0984_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0984_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0984+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2013
 DP0984_ROD/PIPE-DEPTH: 10.4 meters
 DP0984
 DP0984  HISTORY     - Date     Condition        Report By
 DP0984  HISTORY     - 20130301 MONUMENTED       FLDEP
 DP0984
 DP0984                          STATION DESCRIPTION
 DP0984
 DP0984'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0984'THE MARK IS ABOUT 7.2 MI (11.6 KM) NORTHWEST OF BARTOW, 5.6 MI (9.0
 DP0984'KM) SOUTH OF LAKELAND, 4.9 MI (7.9 KM) NORTH-NORTHEAST OF MULBERRY, IN
 DP0984'SECTION 17, TOWNSHIP 29 SOUTH, RANGE 24 EAST.
 DP0984'
 DP0984'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND COUNTY ROAD
 DP0984'540A IN HIGHLAND CITY, GO WEST ON STATE ROAD 540A FOR 4.2 MI (6.8 KM)
 DP0984'TO THE JUNCTION OF THE PIER PLACE DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP0984'PIER PLACE DRIVE AND GO NORTH FOR 0.4 MI (0.6 KM) TO A GATED BOAT
 DP0984'LANDING ON THE RIGHT AND THE MARK ON THE EASTERNMOST FENCE LINE, AN
 DP0984'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 34.2 FT (10.4 M) WITH AN
 DP0984'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6
 DP0984'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE PARKING LOT.
 DP0984'
 DP0984'LOCATED 212.6 FT (64.8 M) NORTH OF A CHAIN LINK FENCE CORNER, 124.4 FT
 DP0984'(37.9 M) NORTH OF SURVEY MARK 670239 A, 45.6 FT (13.9 M) EAST OF THE
 DP0984'APPROXIMATE EXTENDED CENTERLINE OF A BOAT RAMP, 1.5 FT (0.5 M) WEST OF
 DP0984'A CHAIN LINK FENCE AND 1.2 FT (0.4 M) WEST OF A CARSONITE WITNESS
 DP0984'POST.
 DP0984'
 DP0984'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP0984'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1865 ***********************************************************************
 DO1865  DESIGNATION -  670276 A
 DO1865  PID         -  DO1865
 DO1865  STATE/COUNTY-  FL/POLK
 DO1865  COUNTRY     -  US
 DO1865  USGS QUAD   -  LAKE WALES (2018)
 DO1865
 DO1865                         *CURRENT SURVEY CONTROL
 DO1865  ______________________________________________________________________
 DO1865* NAD 83(1986) POSITION- 27 53 04.1    (N) 081 35 07.2    (W)   HD_HELD2
 DO1865* NAVD 88 ORTHO HEIGHT -    36.898 (meters)      121.06  (feet) ADJUSTED
 DO1865  ______________________________________________________________________
 DO1865  GEOID HEIGHT    -        -26.490 (meters)                     GEOID18
 DO1865  DYNAMIC HEIGHT  -         36.843 (meters)      120.88  (feet) COMP
 DO1865  MODELED GRAVITY -    979,151.1   (mgal)                       NAVD 88
 DO1865
 DO1865  VERT ORDER      -  FIRST     CLASS II
 DO1865
 DO1865.The horizontal coordinates were established by autonomous hand held GPS
 DO1865.observations and have an estimated accuracy of +/- 10 meters.
 DO1865
 DO1865.The orthometric height was determined by differential leveling and
 DO1865.adjusted by the NATIONAL GEODETIC SURVEY
 DO1865.in December 2012.
 DO1865
 DO1865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1865.GEOID18 height accuracy estimate available here.
 DO1865
 DO1865.Click photographs - Photos may exist for this station.
 DO1865
 DO1865.The dynamic height is computed by dividing the NAVD 88
 DO1865.geopotential number by the normal gravity value computed on the
 DO1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1865.degrees latitude (g = 980.6199 gals.).
 DO1865
 DO1865.The modeled gravity was interpolated from observed gravity values.
 DO1865
 DO1865;                    North         East    Units  Estimated Accuracy
 DO1865;SPC FL W     -   393,476.      240,829.      MT  (+/- 10 meters HH2 GPS)
 DO1865
 DO1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4238684542(NAD 83)
 DO1865
 DO1865                          SUPERSEDED SURVEY CONTROL
 DO1865
 DO1865.No superseded survey control is available for this station.
 DO1865
 DO1865_MARKER: DD = SURVEY DISK
 DO1865_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1865_STAMPING: 670276 A 2011
 DO1865_MARK LOGO: SWFWMD
 DO1865_PROJECTION: FLUSH
 DO1865_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1865+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2011
 DO1865_ROD/PIPE-DEPTH: 12.0 meters
 DO1865
 DO1865  HISTORY     - Date     Condition        Report By
 DO1865  HISTORY     - 20110709 MONUMENTED       FLDEP
 DO1865
 DO1865                          STATION DESCRIPTION
 DO1865
 DO1865'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1865'THE MARK IS ABOUT 7.7 MI (12.4 KM) WEST OF HESPERIDES, 5.3 MI (8.5 KM)
 DO1865'NORTHWEST OF BABSON PARK, 1.1 MI (1.8 KM) SOUTH OF LAKE WALES, IN
 DO1865'SECTION 11, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1865'
 DO1865'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1865'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.6 MI (1.0 KM) TO
 DO1865'THE INTERSECTION OF SOUTH FIRST STREET.  TURN RIGHT ON SOUTH FIRST
 DO1865'STREET AND GO SOUTH FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF RIDGE MANOR
 DO1865'DRIVE ON THE LEFT.  TURN LEFT ON RIDGE MANOR DRIVE AND GO EAST FOR
 DO1865'0.25 MI (0.4 KM) TO A VACANT LOT ON THE RIGHT.  TURN RIGHT AND GO
 DO1865'SOUTH FOR ABOUT 400.0 FT (121.9 M) TOWARD THE LAKE BELLE SHORELINE AND
 DO1865'THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.3 FT
 DO1865'(12.0 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10
 DO1865'CM) PVC PIPE FLUSH WITH THE GROUND.
 DO1865'
 DO1865'LOCATED 131.0 FT (39.9 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DO1865'TOOL SHED, 74.6 FT (22.7 M) NORTH OF SURVEY MARK 670276 B AND 1.8 FT
 DO1865'(0.5 M) WEST OF A CARSONITE WITNESS POST.
 DO1865'
 DO1865'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1865'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1866 ***********************************************************************
 DO1866  DESIGNATION -  670276 B
 DO1866  PID         -  DO1866
 DO1866  STATE/COUNTY-  FL/POLK
 DO1866  COUNTRY     -  US
 DO1866  USGS QUAD   -  LAKE WALES (2018)
 DO1866
 DO1866                         *CURRENT SURVEY CONTROL
 DO1866  ______________________________________________________________________
 DO1866* NAD 83(1986) POSITION- 27 53 03.4    (N) 081 35 07.0    (W)   HD_HELD2
 DO1866* NAVD 88 ORTHO HEIGHT -    36.288 (meters)      119.05  (feet) ADJUSTED
 DO1866  ______________________________________________________________________
 DO1866  GEOID HEIGHT    -        -26.490 (meters)                     GEOID18
 DO1866  DYNAMIC HEIGHT  -         36.233 (meters)      118.87  (feet) COMP
 DO1866  MODELED GRAVITY -    979,151.1   (mgal)                       NAVD 88
 DO1866
 DO1866  VERT ORDER      -  FIRST     CLASS II
 DO1866
 DO1866.The horizontal coordinates were established by autonomous hand held GPS
 DO1866.observations and have an estimated accuracy of +/- 10 meters.
 DO1866
 DO1866.The orthometric height was determined by differential leveling and
 DO1866.adjusted by the NATIONAL GEODETIC SURVEY
 DO1866.in December 2012.
 DO1866
 DO1866.No vertical observational check was made to the station.
 DO1866
 DO1866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1866.GEOID18 height accuracy estimate available here.
 DO1866
 DO1866.Click photographs - Photos may exist for this station.
 DO1866
 DO1866.The dynamic height is computed by dividing the NAVD 88
 DO1866.geopotential number by the normal gravity value computed on the
 DO1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1866.degrees latitude (g = 980.6199 gals.).
 DO1866
 DO1866.The modeled gravity was interpolated from observed gravity values.
 DO1866
 DO1866;                    North         East    Units  Estimated Accuracy
 DO1866;SPC FL W     -   393,455.      240,834.      MT  (+/- 10 meters HH2 GPS)
 DO1866
 DO1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4239284520(NAD 83)
 DO1866
 DO1866                          SUPERSEDED SURVEY CONTROL
 DO1866
 DO1866.No superseded survey control is available for this station.
 DO1866
 DO1866_MARKER: DD = SURVEY DISK
 DO1866_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO1866_STAMPING: 670276 B 2011
 DO1866_MARK LOGO: SWFWMD
 DO1866_PROJECTION: FLUSH
 DO1866_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1866+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2011
 DO1866_ROD/PIPE-DEPTH: 13.6 meters
 DO1866
 DO1866  HISTORY     - Date     Condition        Report By
 DO1866  HISTORY     - 20110709 MONUMENTED       FLDEP
 DO1866
 DO1866                          STATION DESCRIPTION
 DO1866
 DO1866'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1866'THE MARK IS ABOUT 7.7 MI (12.4 KM) WEST OF HESPERIDES, 5.3 MI (8.5 KM)
 DO1866'NORTHWEST OF BABSON PARK, 1.1 MI (1.8 KM) SOUTH OF LAKE WALES, IN
 DO1866'SECTION 11, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO1866'
 DO1866'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 DO1866'ROAD 60 IN LAKE WALES, GO EAST ON STATE ROAD 60 FOR 0.6 MI (1.0 KM) TO
 DO1866'THE INTERSECTION OF SOUTH FIRST STREET.  TURN RIGHT ON SOUTH FIRST
 DO1866'STREET AND GO SOUTH FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF RIDGE MANOR
 DO1866'DRIVE ON THE LEFT.  TURN LEFT ON RIDGE MANOR DRIVE AND GO EAST FOR
 DO1866'0.25 MI (0.4 KM) TO A VACANT LOT ON THE RIGHT.  TURN RIGHT AND GO
 DO1866'SOUTH FOR ABOUT 400.0 FT (121.9 M) TOWARD THE LAKE BELLE SHORELINE AND
 DO1866'THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 44.6 FT
 DO1866'(13.6 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10
 DO1866'CM) PVC PIPE FLUSH WITH THE GROUND.
 DO1866'
 DO1866'LOCATED 194.9 FT (59.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DO1866'TOOL SHED, 74.6 FT (22.7 M) SOUTH OF SURVEY MARK 670276 A AND 1.9 FT
 DO1866'(0.6 M) WEST OF A CARSONITE WITNESS POST.
 DO1866'
 DO1866'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1866'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9145 ***********************************************************************
 DO9145  DESIGNATION -  670285 A
 DO9145  PID         -  DO9145
 DO9145  STATE/COUNTY-  FL/POLK
 DO9145  COUNTRY     -  US
 DO9145  USGS QUAD   -  HOMELAND (2018)
 DO9145
 DO9145                         *CURRENT SURVEY CONTROL
 DO9145  ______________________________________________________________________
 DO9145* NAD 83(1986) POSITION- 27 48 42.0    (N) 081 48 10.0    (W)   HD_HELD2
 DO9145* NAVD 88 ORTHO HEIGHT -    31.232 (meters)      102.47  (feet) ADJUSTED
 DO9145  ______________________________________________________________________
 DO9145  GEOID HEIGHT    -        -25.743 (meters)                     GEOID18
 DO9145  DYNAMIC HEIGHT  -         31.186 (meters)      102.32  (feet) COMP
 DO9145  MODELED GRAVITY -    979,163.6   (mgal)                       NAVD 88
 DO9145
 DO9145  VERT ORDER      -  FIRST     CLASS II
 DO9145
 DO9145.The horizontal coordinates were established by autonomous hand held GPS
 DO9145.observations and have an estimated accuracy of +/- 10 meters.
 DO9145
 DO9145.The orthometric height was determined by differential leveling and
 DO9145.adjusted by the NATIONAL GEODETIC SURVEY
 DO9145.in December 2013.
 DO9145
 DO9145.No vertical observational check was made to the station.
 DO9145
 DO9145.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9145.GEOID18 height accuracy estimate available here.
 DO9145
 DO9145.Click photographs - Photos may exist for this station.
 DO9145
 DO9145.The dynamic height is computed by dividing the NAVD 88
 DO9145.geopotential number by the normal gravity value computed on the
 DO9145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9145.degrees latitude (g = 980.6199 gals.).
 DO9145
 DO9145.The modeled gravity was interpolated from observed gravity values.
 DO9145
 DO9145;                    North         East    Units  Estimated Accuracy
 DO9145;SPC FL W     -   385,355.      219,432.      MT  (+/- 10 meters HH2 GPS)
 DO9145
 DO9145_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2093076598(NAD 83)
 DO9145
 DO9145                          SUPERSEDED SURVEY CONTROL
 DO9145
 DO9145.No superseded survey control is available for this station.
 DO9145
 DO9145_MARKER: F = FLANGE-ENCASED ROD
 DO9145_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO9145_STAMPING: 670285 A 2012
 DO9145_MARK LOGO: NGS
 DO9145_PROJECTION: FLUSH
 DO9145_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9145_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9145+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2012
 DO9145_ROD/PIPE-DEPTH: 3.6 meters
 DO9145
 DO9145  HISTORY     - Date     Condition        Report By
 DO9145  HISTORY     - 20121025 MONUMENTED       FLDEP
 DO9145
 DO9145                          STATION DESCRIPTION
 DO9145
 DO9145'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9145'THE MARK IS ABOUT 6.8 MI (10.9 KM) SOUTHWEST OF ALTURAS, 6.3 MI (10.1
 DO9145'KM) SOUTH-SOUTHEAST OF BARTOW, 1.4 MI (2.3 KM) EAST-SOUTHEAST OF
 DO9145'HOMELAND, IN SECTION 3, TOWNSHIP 31 SOUTH, RANGE 25 EAST.
 DO9145'
 DO9145'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO9145'ROAD 640 (HOMELAND-GARFIELD ROAD) IN HOMELAND, GO EAST ON COUNTY ROAD
 DO9145'640 (HOMELAND-GARFIELD ROAD) FOR 1.0 MI (1.6 KM) TO THE ENTRANCE TO
 DO9145'THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION BUREAU OF
 DO9145'MINING AND MINERALS REGULATION AND FLORIDA FISH AND WILDLIFE
 DO9145'CONSERVATION COMMISSION INVASIVE PLANT MANAGEMENT SECTION, PERMISSION
 DO9145'MUST BE APPROVED AT THE FRONT OFFICE.  TURN RIGHT ON THE ENTRANCE ROAD
 DO9145'AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DIRT ROAD ON THE
 DO9145'RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTHEAST FOR 0.5 MI (0.8
 DO9145'KM) TO A LOCKED GATE (COMBINATION FROM THE FRONT OFFICE).  CONTINUE
 DO9145'SOUTHEAST THROUGH THE GATE FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A
 DO9145'DIRT ROAD ON THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTH
 DO9145'ABOUT 25.0 FT (7.6 M) TO A Y-JUNCTION, BEAR LEFT AND GO
 DO9145'SOUTH-SOUTHWEST FOR ABOUT 200.0 FT (61.0 M) TO THE MARK, A STAINLESS
 DO9145'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 11.9 FT (3.6 M) WITH AN
 DO9145'NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH
 DO9145'THE DIRT ROAD, THE DATUM POINT IS RECESSED 0.3 FT (9 CM) BELOW THE
 DO9145'LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DO9145'
 DO9145'LOCATED 92.8 FT (28.3 M) NORTHWEST OF A 14 INCH (36 CM) PALM TREE,
 DO9145'53.00 FT (16.2 M) SOUTH OF SURVEY MARK WEL 2594, 49.9 FT (15.2 M)
 DO9145'SOUTH OF A WATER MONITORING WELL AND 3.5 FT (1.1 M) NORTH OF A
 DO9145'CARSONITE WITNESS POST.
 DO9145'
 DO9145'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DO9145'CAP.
 DO9145'
 DO9145'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DO9145'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9687 ***********************************************************************
 DL9687  DESIGNATION -  670288 A
 DL9687  PID         -  DL9687
 DL9687  STATE/COUNTY-  FL/PASCO
 DL9687  COUNTRY     -  US
 DL9687  USGS QUAD   -  EHREN (2018)
 DL9687
 DL9687                         *CURRENT SURVEY CONTROL
 DL9687  ______________________________________________________________________
 DL9687* NAD 83(1986) POSITION- 28 18 49.7    (N) 082 26 22.6    (W)   HD_HELD2
 DL9687* NAVD 88 ORTHO HEIGHT -    23.369 (meters)       76.67  (feet) ADJUSTED
 DL9687  ______________________________________________________________________
 DL9687  GEOID HEIGHT    -        -25.943 (meters)                     GEOID18
 DL9687  DYNAMIC HEIGHT  -         23.335 (meters)       76.56  (feet) COMP
 DL9687  MODELED GRAVITY -    979,197.0   (mgal)                       NAVD 88
 DL9687
 DL9687  VERT ORDER      -  FIRST     CLASS II
 DL9687
 DL9687.The horizontal coordinates were established by autonomous hand held GPS
 DL9687.observations and have an estimated accuracy of +/- 10 meters.
 DL9687
 DL9687.The orthometric height was determined by differential leveling and
 DL9687.adjusted by the NATIONAL GEODETIC SURVEY
 DL9687.in August 2010.
 DL9687
 DL9687.No vertical observational check was made to the station.
 DL9687
 DL9687.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9687.GEOID18 height accuracy estimate available here.
 DL9687
 DL9687.Click photographs - Photos may exist for this station.
 DL9687
 DL9687.The dynamic height is computed by dividing the NAVD 88
 DL9687.geopotential number by the normal gravity value computed on the
 DL9687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9687.degrees latitude (g = 980.6199 gals.).
 DL9687
 DL9687.The modeled gravity was interpolated from observed gravity values.
 DL9687
 DL9687;                    North         East    Units  Estimated Accuracy
 DL9687;SPC FL W     -   441,062.      156,887.      MT  (+/- 10 meters HH2 GPS)
 DL9687
 DL9687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5885732806(NAD 83)
 DL9687
 DL9687                          SUPERSEDED SURVEY CONTROL
 DL9687
 DL9687.No superseded survey control is available for this station.
 DL9687
 DL9687_MARKER: DD = SURVEY DISK
 DL9687_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9687_STAMPING: 670288 A 2010
 DL9687_MARK LOGO: SWFWMD
 DL9687_PROJECTION: FLUSH
 DL9687_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9687+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9687_ROD/PIPE-DEPTH: 6.8 meters
 DL9687
 DL9687  HISTORY     - Date     Condition        Report By
 DL9687  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9687
 DL9687                          STATION DESCRIPTION
 DL9687
 DL9687'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9687'THE MARK IS ABOUT 8.9 MI (14.3 KM) SOUTH OF MASARYKTOWN, 4.9 MI (7.9
 DL9687'KM) EAST OF FIVAY JUNCTION, 3.3 MI (5.3 KM) NORTH OF EHREN, IN SECTION
 DL9687'18, TOWNSHIP 25 SOUTH, RANGE 19 EAST.
 DL9687'
 DL9687'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9687'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 3.65 MI (5.9
 DL9687'KM) TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT LEADING TO THE CONNOR
 DL9687'PRESERVE.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTH THROUGH A LOCKED
 DL9687'GATE FOR 0.55 MI (0.9 KM) TO A FORK IN THE DIRT ROAD.  TURN LEFT ON
 DL9687'THE DIRT ROAD AND GO EAST FOR 0.2 MI (0.3 KM) TO A WELL SITE ON THE
 DL9687'LEFT THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DL9687'DEPTH OF 22.3 FT (6.8 M) WITH AN ALUMINUM DISK FLUSH WITH THE GROUND
 DL9687'AND LEVEL WITH THE DIRT ROAD.
 DL9687'
 DL9687'LOCATED 189.8 FT (57.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF A
 DL9687'DIRT ROAD, 33.4 FT (10.2 M) SOUTH-SOUTHWEST OF SURVEY MARK 670288 B,
 DL9687'3.2 FT (1.0 M) EAST OF WELL HEAD 670288 AND 1.5 FT (0.5 M) SOUTH OF A
 DL9687'CARSONITE WITNESS POST.
 DL9687'
 DL9687'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9687'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9688 ***********************************************************************
 DL9688  DESIGNATION -  670288 B
 DL9688  PID         -  DL9688
 DL9688  STATE/COUNTY-  FL/PASCO
 DL9688  COUNTRY     -  US
 DL9688  USGS QUAD   -  EHREN (2018)
 DL9688
 DL9688                         *CURRENT SURVEY CONTROL
 DL9688  ______________________________________________________________________
 DL9688* NAD 83(1986) POSITION- 28 18 50.1    (N) 082 26 22.4    (W)   HD_HELD2
 DL9688* NAVD 88 ORTHO HEIGHT -    22.766 (meters)       74.69  (feet) ADJUSTED
 DL9688  ______________________________________________________________________
 DL9688  GEOID HEIGHT    -        -25.943 (meters)                     GEOID18
 DL9688  DYNAMIC HEIGHT  -         22.732 (meters)       74.58  (feet) COMP
 DL9688  MODELED GRAVITY -    979,197.0   (mgal)                       NAVD 88
 DL9688
 DL9688  VERT ORDER      -  FIRST     CLASS II
 DL9688
 DL9688.The horizontal coordinates were established by autonomous hand held GPS
 DL9688.observations and have an estimated accuracy of +/- 10 meters.
 DL9688
 DL9688.The orthometric height was determined by differential leveling and
 DL9688.adjusted by the NATIONAL GEODETIC SURVEY
 DL9688.in August 2010.
 DL9688
 DL9688.No vertical observational check was made to the station.
 DL9688
 DL9688.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9688.GEOID18 height accuracy estimate available here.
 DL9688
 DL9688.Click photographs - Photos may exist for this station.
 DL9688
 DL9688.The dynamic height is computed by dividing the NAVD 88
 DL9688.geopotential number by the normal gravity value computed on the
 DL9688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9688.degrees latitude (g = 980.6199 gals.).
 DL9688
 DL9688.The modeled gravity was interpolated from observed gravity values.
 DL9688
 DL9688;                    North         East    Units  Estimated Accuracy
 DL9688;SPC FL W     -   441,074.      156,893.      MT  (+/- 10 meters HH2 GPS)
 DL9688
 DL9688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5886332818(NAD 83)
 DL9688
 DL9688                          SUPERSEDED SURVEY CONTROL
 DL9688
 DL9688.No superseded survey control is available for this station.
 DL9688
 DL9688_MARKER: DD = SURVEY DISK
 DL9688_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9688_STAMPING: 670288 B 2010
 DL9688_MARK LOGO: SWFWMD
 DL9688_PROJECTION: FLUSH
 DL9688_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9688_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9688+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9688_ROD/PIPE-DEPTH: 4.4 meters
 DL9688
 DL9688  HISTORY     - Date     Condition        Report By
 DL9688  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9688
 DL9688                          STATION DESCRIPTION
 DL9688
 DL9688'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9688'THE MARK IS ABOUT 8.9 MI (14.3 KM) SOUTH OF MASARYKTOWN, 4.9 MI (7.8
 DL9688'KM) EAST OF FIVAY JUNCTION, 3.3 MI (5.4 KM) NORTH OF EHREN, IN SECTION
 DL9688'18, TOWNSHIP 25 SOUTH, RANGE 19 EAST.
 DL9688'
 DL9688'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9688'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 3.65 MI (5.9
 DL9688'KM) TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT LEADING TO THE CONNOR
 DL9688'PRESERVE, TURN RIGHT ON THE DIRT ROAD AND GO SOUTH THROUGH A LOCKED
 DL9688'GATE FOR 0.55 MI (0.9 KM) TO A FORK IN THE DIRT ROAD, TURN LEFT ON THE
 DL9688'DIRT ROAD AND GO EAST FOR 0.2 MI (0.3 KM) TO A WELL SITE ON THE LEFT
 DL9688'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DL9688'14.5 FT (6.8 M) WITH AN ALUMINUM DISK FLUSH WITH THE GROUND AND ABOUT
 DL9688'3.0 FT (0.9 M) BELOW THE LEVEL OF THE DIRT ROAD.
 DL9688'
 DL9688'LOCATED 223.4 FT (68.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF A
 DL9688'DIRT ROAD, 33.4 FT (10.2 M) NORTH-NORTHEAST OF SURVEY MARK 670288 A,
 DL9688'31.9 FT (9.7 M) NORTH OF WELL HEAD 670288 AND 1.3 FT (0.4 M) SOUTH OF
 DL9688'A CARSONITE WITNESS POST.
 DL9688'
 DL9688'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9688'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9691 ***********************************************************************
 DL9691  DESIGNATION -  670290 A
 DL9691  PID         -  DL9691
 DL9691  STATE/COUNTY-  FL/PASCO
 DL9691  COUNTRY     -  US
 DL9691  USGS QUAD   -  EHREN (2018)
 DL9691
 DL9691                         *CURRENT SURVEY CONTROL
 DL9691  ______________________________________________________________________
 DL9691* NAD 83(1986) POSITION- 28 18 41.4    (N) 082 26 42.7    (W)   HD_HELD2
 DL9691* NAVD 88 ORTHO HEIGHT -    23.273 (meters)       76.35  (feet) ADJUSTED
 DL9691  ______________________________________________________________________
 DL9691  GEOID HEIGHT    -        -25.927 (meters)                     GEOID18
 DL9691  DYNAMIC HEIGHT  -         23.239 (meters)       76.24  (feet) COMP
 DL9691  MODELED GRAVITY -    979,197.2   (mgal)                       NAVD 88
 DL9691
 DL9691  VERT ORDER      -  FIRST     CLASS II
 DL9691
 DL9691.The horizontal coordinates were established by autonomous hand held GPS
 DL9691.observations and have an estimated accuracy of +/- 10 meters.
 DL9691
 DL9691.The orthometric height was determined by differential leveling and
 DL9691.adjusted by the NATIONAL GEODETIC SURVEY
 DL9691.in August 2010.
 DL9691
 DL9691.No vertical observational check was made to the station.
 DL9691
 DL9691.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9691.GEOID18 height accuracy estimate available here.
 DL9691
 DL9691.Click photographs - Photos may exist for this station.
 DL9691
 DL9691.The dynamic height is computed by dividing the NAVD 88
 DL9691.geopotential number by the normal gravity value computed on the
 DL9691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9691.degrees latitude (g = 980.6199 gals.).
 DL9691
 DL9691.The modeled gravity was interpolated from observed gravity values.
 DL9691
 DL9691;                    North         East    Units  Estimated Accuracy
 DL9691;SPC FL W     -   440,808.      156,339.      MT  (+/- 10 meters HH2 GPS)
 DL9691
 DL9691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5830732557(NAD 83)
 DL9691
 DL9691                          SUPERSEDED SURVEY CONTROL
 DL9691
 DL9691.No superseded survey control is available for this station.
 DL9691
 DL9691_MARKER: DD = SURVEY DISK
 DL9691_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9691_STAMPING: 670290 A 2010
 DL9691_MARK LOGO: SWFWMD
 DL9691_PROJECTION: FLUSH
 DL9691_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9691+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9691_ROD/PIPE-DEPTH: 6.2 meters
 DL9691
 DL9691  HISTORY     - Date     Condition        Report By
 DL9691  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9691
 DL9691                          STATION DESCRIPTION
 DL9691
 DL9691'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9691'THE MARK IS ABOUT 9.0 MI (14.5 KM) SOUTH OF MASARYKTOWN, 4.6 MI (7.4
 DL9691'KM) EAST OF FIVAY JUNCTION, 3.1 MI (5.0 KM) NORTH OF EHREN, IN SECTION
 DL9691'18, TOWNSHIP 25 SOUTH, RANGE 19 EAST.
 DL9691'
 DL9691'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9691'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 3.65 MI (5.9
 DL9691'KM) TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT LEADING TO THE CONNOR
 DL9691'PRESERVE.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTH THROUGH A LOCKED
 DL9691'GATE FOR 0.55 MI (0.9 KM) TO A FORK IN THE DIRT ROAD.  CONTINUE
 DL9691'SOUTHWEST ON A GRASS COVERED ROAD FOR 0.3 MI (0.5 KM) ROAD TO A WELL
 DL9691'SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DL9691'REFUSAL AT A DEPTH OF 20.3 FT (6.2 M) WITH AN ALUMINUM DISK FLUSH WITH
 DL9691'THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE DIRT ROAD.
 DL9691'
 DL9691'LOCATED 156.9 FT (47.8 M) SOUTHEAST OF SURVEY MARK 670290 B, 18.8 FT
 DL9691'(5.7 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 25.4
 DL9691'FT (7.7 M) SOUTHWEST OF WELL HEAD 670290 AND 1.6 FT (0.5 M) SOUTHEAST
 DL9691'OF A CARSONITE WITNESS POST.
 DL9691'
 DL9691'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9691'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9692 ***********************************************************************
 DL9692  DESIGNATION -  670290 B
 DL9692  PID         -  DL9692
 DL9692  STATE/COUNTY-  FL/PASCO
 DL9692  COUNTRY     -  US
 DL9692  USGS QUAD   -  EHREN (2018)
 DL9692
 DL9692                         *CURRENT SURVEY CONTROL
 DL9692  ______________________________________________________________________
 DL9692* NAD 83(1986) POSITION- 28 18 42.0    (N) 082 26 43.9    (W)   HD_HELD2
 DL9692* NAVD 88 ORTHO HEIGHT -    22.872 (meters)       75.04  (feet) ADJUSTED
 DL9692  ______________________________________________________________________
 DL9692  GEOID HEIGHT    -        -25.927 (meters)                     GEOID18
 DL9692  DYNAMIC HEIGHT  -         22.839 (meters)       74.93  (feet) COMP
 DL9692  MODELED GRAVITY -    979,197.2   (mgal)                       NAVD 88
 DL9692
 DL9692  VERT ORDER      -  FIRST     CLASS II
 DL9692
 DL9692.The horizontal coordinates were established by autonomous hand held GPS
 DL9692.observations and have an estimated accuracy of +/- 10 meters.
 DL9692
 DL9692.The orthometric height was determined by differential leveling and
 DL9692.adjusted by the NATIONAL GEODETIC SURVEY
 DL9692.in August 2010.
 DL9692
 DL9692.No vertical observational check was made to the station.
 DL9692
 DL9692.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9692.GEOID18 height accuracy estimate available here.
 DL9692
 DL9692.Click photographs - Photos may exist for this station.
 DL9692
 DL9692.The dynamic height is computed by dividing the NAVD 88
 DL9692.geopotential number by the normal gravity value computed on the
 DL9692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9692.degrees latitude (g = 980.6199 gals.).
 DL9692
 DL9692.The modeled gravity was interpolated from observed gravity values.
 DL9692
 DL9692;                    North         East    Units  Estimated Accuracy
 DL9692;SPC FL W     -   440,827.      156,306.      MT  (+/- 10 meters HH2 GPS)
 DL9692
 DL9692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5827432576(NAD 83)
 DL9692
 DL9692                          SUPERSEDED SURVEY CONTROL
 DL9692
 DL9692.No superseded survey control is available for this station.
 DL9692
 DL9692_MARKER: DD = SURVEY DISK
 DL9692_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9692_STAMPING: 670290 B 2010
 DL9692_MARK LOGO: SWFWMD
 DL9692_PROJECTION: FLUSH
 DL9692_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9692+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9692_ROD/PIPE-DEPTH: 7.5 meters
 DL9692
 DL9692  HISTORY     - Date     Condition        Report By
 DL9692  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9692
 DL9692                          STATION DESCRIPTION
 DL9692
 DL9692'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9692'THE MARK IS ABOUT 9.0 MI (14.5 KM) SOUTH OF MASARYKTOWN, 4.6 MI (7.4
 DL9692'KM) EAST OF FIVAY JUNCTION, 3.1 MI (5.0 KM) NORTH OF EHREN, IN SECTION
 DL9692'18, TOWNSHIP 25 SOUTH, RANGE 19 EAST.
 DL9692'
 DL9692'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9692'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 3.65 MI (5.9
 DL9692'KM) TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT LEADING TO THE CONNOR
 DL9692'PRESERVE.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTH THROUGH A LOCKED
 DL9692'GATE FOR 0.55 MI (0.9 KM) TO A FORK IN THE DIRT ROAD.  CONTINUE
 DL9692'SOUTHWEST ON A GRASS COVERED ROAD FOR 0.3 MI (0.5 KM) ROAD TO A WELL
 DL9692'SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DL9692'REFUSAL AT A DEPTH OF 24.7 FT (7.5 M) WITH AN ALUMINUM DISK FLUSH WITH
 DL9692'THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE DIRT ROAD.
 DL9692'
 DL9692'LOCATED 179.4 FT (54.7 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF A
 DL9692'DIRT ROAD, 156.9 FT (47.8 M) NORTHWEST OF SURVEY MARK 670290 A, 146.2
 DL9692'FT (44.6 M) NORTHWEST OF WELL HEAD 670290 AND 1.9 FT (0.6 M) SOUTHEAST
 DL9692'OF A CARSONITE WITNESS POST.
 DL9692'
 DL9692'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9692'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9689 ***********************************************************************
 DL9689  DESIGNATION -  670292 A
 DL9689  PID         -  DL9689
 DL9689  STATE/COUNTY-  FL/PASCO
 DL9689  COUNTRY     -  US
 DL9689  USGS QUAD   -  EHREN (2018)
 DL9689
 DL9689                         *CURRENT SURVEY CONTROL
 DL9689  ______________________________________________________________________
 DL9689* NAD 83(1986) POSITION- 28 18 43.2    (N) 082 26 04.2    (W)   HD_HELD2
 DL9689* NAVD 88 ORTHO HEIGHT -    23.109 (meters)       75.82  (feet) ADJUSTED
 DL9689  ______________________________________________________________________
 DL9689  GEOID HEIGHT    -        -25.944 (meters)                     GEOID18
 DL9689  DYNAMIC HEIGHT  -         23.076 (meters)       75.71  (feet) COMP
 DL9689  MODELED GRAVITY -    979,196.9   (mgal)                       NAVD 88
 DL9689
 DL9689  VERT ORDER      -  FIRST     CLASS II
 DL9689
 DL9689.The horizontal coordinates were established by autonomous hand held GPS
 DL9689.observations and have an estimated accuracy of +/- 10 meters.
 DL9689
 DL9689.The orthometric height was determined by differential leveling and
 DL9689.adjusted by the NATIONAL GEODETIC SURVEY
 DL9689.in August 2010.
 DL9689
 DL9689.No vertical observational check was made to the station.
 DL9689
 DL9689.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9689.GEOID18 height accuracy estimate available here.
 DL9689
 DL9689.Click photographs - Photos may exist for this station.
 DL9689
 DL9689.The dynamic height is computed by dividing the NAVD 88
 DL9689.geopotential number by the normal gravity value computed on the
 DL9689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9689.degrees latitude (g = 980.6199 gals.).
 DL9689
 DL9689.The modeled gravity was interpolated from observed gravity values.
 DL9689
 DL9689;                    North         East    Units  Estimated Accuracy
 DL9689;SPC FL W     -   440,860.      157,388.      MT  (+/- 10 meters HH2 GPS)
 DL9689
 DL9689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5935632600(NAD 83)
 DL9689
 DL9689                          SUPERSEDED SURVEY CONTROL
 DL9689
 DL9689.No superseded survey control is available for this station.
 DL9689
 DL9689_MARKER: DD = SURVEY DISK
 DL9689_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9689_STAMPING: 670292 A 2010
 DL9689_MARK LOGO: SWFWMD
 DL9689_PROJECTION: FLUSH
 DL9689_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9689+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9689_ROD/PIPE-DEPTH: 9.7 meters
 DL9689
 DL9689  HISTORY     - Date     Condition        Report By
 DL9689  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9689
 DL9689                          STATION DESCRIPTION
 DL9689
 DL9689'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9689'THE MARK IS ABOUT 9.0 MI (14.5 KM) SOUTH OF MASARYKTOWN, 5.2 MI (8.4
 DL9689'KM) EAST OF FIVAY JUNCTION, 3.3 MI (5.3 KM) NORTH-NORTHEAST OF EHREN,
 DL9689'IN SECTION 17, TOWNSHIP 25 SOUTH, RANGE 19 EAST.
 DL9689'
 DL9689'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9689'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 3.65 MI (5.9
 DL9689'KM) TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT LEADING TO THE CONNOR
 DL9689'PRESERVE.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTH THROUGH A LOCKED
 DL9689'GATE FOR 0.55 MI (0.9 KM) TO A FORK IN THE DIRT ROAD.  TURN LEFT ON
 DL9689'THE DIRT ROAD AND GO EAST AND SOUTH FOR 0.5 MI (0.8 KM) TO 2 WELL
 DL9689'SITES ON THE LEFT AND RIGHT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DL9689'DRIVEN TO REFUSAL AT A DEPTH OF 31.7 FT (9.7 M) WITH AN ALUMINUM DISK
 DL9689'FLUSH WITH THE GROUND AND LEVEL WITH THE DIRT ROAD.
 DL9689'
 DL9689'LOCATED 225.1 FT (68.6 M) EAST-NORTHEAST OF SURVEY MARK 670292 B, 82.6
 DL9689'FT (25.2 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD,
 DL9689'22.3 FT (6.8 M) WEST OF A LONE PALM TREE, 5.2 FT (1.6 M) SOUTH OF WELL
 DL9689'HEAD 670292 AND 2.1 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DL9689'
 DL9689'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9689'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9690 ***********************************************************************
 DL9690  DESIGNATION -  670292 B
 DL9690  PID         -  DL9690
 DL9690  STATE/COUNTY-  FL/PASCO
 DL9690  COUNTRY     -  US
 DL9690  USGS QUAD   -  EHREN (2018)
 DL9690
 DL9690                         *CURRENT SURVEY CONTROL
 DL9690  ______________________________________________________________________
 DL9690* NAD 83(1986) POSITION- 28 18 41.3    (N) 082 26 05.8    (W)   HD_HELD2
 DL9690* NAVD 88 ORTHO HEIGHT -    22.540 (meters)       73.95  (feet) ADJUSTED
 DL9690  ______________________________________________________________________
 DL9690  GEOID HEIGHT    -        -25.941 (meters)                     GEOID18
 DL9690  DYNAMIC HEIGHT  -         22.507 (meters)       73.84  (feet) COMP
 DL9690  MODELED GRAVITY -    979,197.0   (mgal)                       NAVD 88
 DL9690
 DL9690  VERT ORDER      -  FIRST     CLASS II
 DL9690
 DL9690.The horizontal coordinates were established by autonomous hand held GPS
 DL9690.observations and have an estimated accuracy of +/- 10 meters.
 DL9690
 DL9690.The orthometric height was determined by differential leveling and
 DL9690.adjusted by the NATIONAL GEODETIC SURVEY
 DL9690.in August 2010.
 DL9690
 DL9690.No vertical observational check was made to the station.
 DL9690
 DL9690.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9690.GEOID18 height accuracy estimate available here.
 DL9690
 DL9690.Click photographs - Photos may exist for this station.
 DL9690
 DL9690.The dynamic height is computed by dividing the NAVD 88
 DL9690.geopotential number by the normal gravity value computed on the
 DL9690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9690.degrees latitude (g = 980.6199 gals.).
 DL9690
 DL9690.The modeled gravity was interpolated from observed gravity values.
 DL9690
 DL9690;                    North         East    Units  Estimated Accuracy
 DL9690;SPC FL W     -   440,802.      157,344.      MT  (+/- 10 meters HH2 GPS)
 DL9690
 DL9690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5931232542(NAD 83)
 DL9690
 DL9690                          SUPERSEDED SURVEY CONTROL
 DL9690
 DL9690.No superseded survey control is available for this station.
 DL9690
 DL9690_MARKER: DD = SURVEY DISK
 DL9690_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9690_STAMPING: 670292 B 2010
 DL9690_MARK LOGO: SWFWMD
 DL9690_PROJECTION: FLUSH
 DL9690_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9690+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9690_ROD/PIPE-DEPTH: 6.6 meters
 DL9690
 DL9690  HISTORY     - Date     Condition        Report By
 DL9690  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9690
 DL9690                          STATION DESCRIPTION
 DL9690
 DL9690'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9690'THE MARK IS ABOUT 9.0 MI (14.5 KM) SOUTH OF MASARYKTOWN, 5.2 MI (8.4
 DL9690'KM) EAST OF FIVAY JUNCTION, 3.3 MI (5.3 KM) NORTH-NORTHEAST OF EHREN,
 DL9690'IN SECTION 17, TOWNSHIP 25 SOUTH, RANGE 19 EAST.
 DL9690'
 DL9690'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9690'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 3.65 MI (5.9
 DL9690'KM) TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT LEADING TO THE CONNOR
 DL9690'PRESERVE.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTH THROUGH A LOCKED
 DL9690'GATE FOR 0.55 MI (0.9 KM) TO A FORK IN THE DIRT ROAD.  TURN LEFT ON
 DL9690'THE DIRT ROAD AND GO EAST AND SOUTH FOR 0.5 MI (0.8 KM) TO 2 WELL
 DL9690'SITES ON THE LEFT AND RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DL9690'DRIVEN TO REFUSAL AT A DEPTH OF 21.7 FT (6.6 M) WITH AN ALUMINUM DISK
 DL9690'FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE
 DL9690'DIRT ROAD.
 DL9690'
 DL9690'LOCATED 225.1 FT (68.6 M) WEST-SOUTHWEST OF SURVEY MARK 670292 A,
 DL9690'151.8 FT (46.3 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A DIRT
 DL9690'ROAD, 9.6 FT (2.9 M) NORTHWEST OF A WATER STAFF, 6.3 FT (1.9 M)
 DL9690'NORTHWEST OF WELL HEAD 670293 AND 1.5 FT (0.5 M) NORTHWEST OF A
 DL9690'CARSONITE WITNESS POST.
 DL9690'
 DL9690'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9690'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9693 ***********************************************************************
 DL9693  DESIGNATION -  670295 A
 DL9693  PID         -  DL9693
 DL9693  STATE/COUNTY-  FL/PASCO
 DL9693  COUNTRY     -  US
 DL9693  USGS QUAD   -  EHREN (2018)
 DL9693
 DL9693                         *CURRENT SURVEY CONTROL
 DL9693  ______________________________________________________________________
 DL9693* NAD 83(1986) POSITION- 28 18 48.4    (N) 082 27 25.3    (W)   HD_HELD2
 DL9693* NAVD 88 ORTHO HEIGHT -    23.545 (meters)       77.25  (feet) ADJUSTED
 DL9693  ______________________________________________________________________
 DL9693  GEOID HEIGHT    -        -25.918 (meters)                     GEOID18
 DL9693  DYNAMIC HEIGHT  -         23.511 (meters)       77.14  (feet) COMP
 DL9693  MODELED GRAVITY -    979,197.3   (mgal)                       NAVD 88
 DL9693
 DL9693  VERT ORDER      -  FIRST     CLASS II
 DL9693
 DL9693.The horizontal coordinates were established by autonomous hand held GPS
 DL9693.observations and have an estimated accuracy of +/- 10 meters.
 DL9693
 DL9693.The orthometric height was determined by differential leveling and
 DL9693.adjusted by the NATIONAL GEODETIC SURVEY
 DL9693.in August 2010.
 DL9693
 DL9693.No vertical observational check was made to the station.
 DL9693
 DL9693.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9693.GEOID18 height accuracy estimate available here.
 DL9693
 DL9693.Click photographs - Photos may exist for this station.
 DL9693
 DL9693.The dynamic height is computed by dividing the NAVD 88
 DL9693.geopotential number by the normal gravity value computed on the
 DL9693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9693.degrees latitude (g = 980.6199 gals.).
 DL9693
 DL9693.The modeled gravity was interpolated from observed gravity values.
 DL9693
 DL9693;                    North         East    Units  Estimated Accuracy
 DL9693;SPC FL W     -   441,028.      155,179.      MT  (+/- 10 meters HH2 GPS)
 DL9693
 DL9693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5714932786(NAD 83)
 DL9693
 DL9693                          SUPERSEDED SURVEY CONTROL
 DL9693
 DL9693.No superseded survey control is available for this station.
 DL9693
 DL9693_MARKER: DD = SURVEY DISK
 DL9693_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9693_STAMPING: 670295 A 2010
 DL9693_MARK LOGO: SWFWMD
 DL9693_PROJECTION: FLUSH
 DL9693_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9693+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9693_ROD/PIPE-DEPTH: 9.0 meters
 DL9693
 DL9693  HISTORY     - Date     Condition        Report By
 DL9693  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9693
 DL9693                          STATION DESCRIPTION
 DL9693
 DL9693'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9693'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTH OF MASARYKTOWN, 3.8 MI (6.1
 DL9693'KM) EAST OF FIVAY JUNCTION, 3.3 MI (5.3 KM) NORTH OF EHREN, IN SECTION
 DL9693'13, TOWNSHIP 25 SOUTH, RANGE 18 EAST.
 DL9693'
 DL9693'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9693'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 3.65 MI (5.9
 DL9693'KM) TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT LEADING TO THE CONNOR
 DL9693'PRESERVE.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTH THROUGH A LOCKED
 DL9693'GATE FOR 0.15 MI (0.2 KM) TO A FORK IN THE DIRT ROAD.  TURN RIGHT ON
 DL9693'THE DIRT ROAD AND GO SOUTHWEST FOR 1.05 MI (1.7 KM) TO A WELL SITE ON
 DL9693'THE RIGHT THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DL9693'A DEPTH OF 29.4 FT (9.0 M) WITH AN ALUMINUM DISK FLUSH WITH THE GROUND
 DL9693'AND LEVEL WITH THE DIRT ROAD.
 DL9693'
 DL9693'LOCATED 52.4 FT (16.0 M) SOUTHEAST OF SURVEY MARK 670295 B, 14.8 FT
 DL9693'(4.5 M) EAST OF WELL HEAD 670295, 13.3 FT (4.1 M) NORTHWEST OF THE
 DL9693'APPROXIMATE CENTERLINE OF A DIRT ROAD AND 1.9 FT (0.6 M) SOUTHEAST OF
 DL9693'A CARSONITE WITNESS POST.
 DL9693'
 DL9693'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9693'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9694 ***********************************************************************
 DL9694  DESIGNATION -  670295 B
 DL9694  PID         -  DL9694
 DL9694  STATE/COUNTY-  FL/PASCO
 DL9694  COUNTRY     -  US
 DL9694  USGS QUAD   -  EHREN (2018)
 DL9694
 DL9694                         *CURRENT SURVEY CONTROL
 DL9694  ______________________________________________________________________
 DL9694* NAD 83(1986) POSITION- 28 18 48.8    (N) 082 27 25.9    (W)   HD_HELD2
 DL9694* NAVD 88 ORTHO HEIGHT -    22.987 (meters)       75.42  (feet) ADJUSTED
 DL9694  ______________________________________________________________________
 DL9694  GEOID HEIGHT    -        -25.918 (meters)                     GEOID18
 DL9694  DYNAMIC HEIGHT  -         22.953 (meters)       75.31  (feet) COMP
 DL9694  MODELED GRAVITY -    979,197.3   (mgal)                       NAVD 88
 DL9694
 DL9694  VERT ORDER      -  FIRST     CLASS II
 DL9694
 DL9694.The horizontal coordinates were established by autonomous hand held GPS
 DL9694.observations and have an estimated accuracy of +/- 10 meters.
 DL9694
 DL9694.The orthometric height was determined by differential leveling and
 DL9694.adjusted by the NATIONAL GEODETIC SURVEY
 DL9694.in August 2010.
 DL9694
 DL9694.No vertical observational check was made to the station.
 DL9694
 DL9694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9694.GEOID18 height accuracy estimate available here.
 DL9694
 DL9694.Click photographs - Photos may exist for this station.
 DL9694
 DL9694.The dynamic height is computed by dividing the NAVD 88
 DL9694.geopotential number by the normal gravity value computed on the
 DL9694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9694.degrees latitude (g = 980.6199 gals.).
 DL9694
 DL9694.The modeled gravity was interpolated from observed gravity values.
 DL9694
 DL9694;                    North         East    Units  Estimated Accuracy
 DL9694;SPC FL W     -   441,041.      155,163.      MT  (+/- 10 meters HH2 GPS)
 DL9694
 DL9694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM5713332799(NAD 83)
 DL9694
 DL9694                          SUPERSEDED SURVEY CONTROL
 DL9694
 DL9694.No superseded survey control is available for this station.
 DL9694
 DL9694_MARKER: DD = SURVEY DISK
 DL9694_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DL9694_STAMPING: 670295 B 2010
 DL9694_MARK LOGO: SWFWMD
 DL9694_PROJECTION: FLUSH
 DL9694_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9694_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9694_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9694+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2010
 DL9694_ROD/PIPE-DEPTH: 8.7 meters
 DL9694
 DL9694  HISTORY     - Date     Condition        Report By
 DL9694  HISTORY     - 20100401 MONUMENTED       FLDEP
 DL9694
 DL9694                          STATION DESCRIPTION
 DL9694
 DL9694'DESCRIBED BY FL DEPT OF ENV PRO 2010
 DL9694'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTH OF MASARYKTOWN, 3.8 MI (6.1
 DL9694'KM) EAST OF FIVAY JUNCTION, 3.3 MI (5.3 KM) NORTH OF EHREN, IN SECTION
 DL9694'13, TOWNSHIP 25 SOUTH, RANGE 18 EAST.
 DL9694'
 DL9694'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 52 AND U.S.
 DL9694'HIGHWAY 41 AT GOWERS CORNER, GO EAST ON STATE ROAD 52 FOR 3.65 MI (5.9
 DL9694'KM) TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT LEADING TO THE CONNOR
 DL9694'PRESERVE.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTH THROUGH A LOCKED
 DL9694'GATE FOR 0.15 MI (0.2 KM) TO A FORK IN THE DIRT ROAD.  TURN RIGHT ON
 DL9694'THE DIRT ROAD AND GO SOUTHWEST FOR 1.05 MI (1.7 KM) TO A WELL SITE ON
 DL9694'THE RIGHT THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DL9694'A DEPTH OF 28.4 FT (8.7 M) WITH AN ALUMINUM DISK FLUSH WITH THE GROUND
 DL9694'AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF THE DIRT ROAD.
 DL9694'
 DL9694'LOCATED 55.1 FT (16.8 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF A
 DL9694'DIRT ROAD, 52.4 FT (16.0 M) NORTHWEST OF SURVEY MARK 670295 A, 46.8 FT
 DL9694'(14.3 M) NORTHWEST OF WELL HEAD 670295 AND 1.4 FT (0.4 M) SOUTHEAST OF
 DL9694'A CARSONITE WITNESS POST.
 DL9694'
 DL9694'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK ALSO A MAGNET
 DL9694'IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0885 ***********************************************************************
 DP0885  DESIGNATION -  670296
 DP0885  PID         -  DP0885
 DP0885  STATE/COUNTY-  FL/POLK
 DP0885  COUNTRY     -  US
 DP0885  USGS QUAD   -  MULBERRY (2018)
 DP0885
 DP0885                         *CURRENT SURVEY CONTROL
 DP0885  ______________________________________________________________________
 DP0885* NAD 83(1986) POSITION- 27 58 56.3    (N) 081 52 58.5    (W)   HD_HELD2
 DP0885* NAVD 88 ORTHO HEIGHT -    32.731 (meters)      107.39  (feet) ADJUSTED
 DP0885  ______________________________________________________________________
 DP0885  GEOID HEIGHT    -        -26.121 (meters)                     GEOID18
 DP0885  DYNAMIC HEIGHT  -         32.682 (meters)      107.22  (feet) COMP
 DP0885  MODELED GRAVITY -    979,167.9   (mgal)                       NAVD 88
 DP0885
 DP0885  VERT ORDER      -  SECOND    CLASS I
 DP0885
 DP0885.The horizontal coordinates were established by autonomous hand held GPS
 DP0885.observations and have an estimated accuracy of +/- 10 meters.
 DP0885
 DP0885.The orthometric height was determined by differential leveling and
 DP0885.adjusted by the NATIONAL GEODETIC SURVEY
 DP0885.in January 2014.
 DP0885
 DP0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0885.GEOID18 height accuracy estimate available here.
 DP0885
 DP0885.Click photographs - Photos may exist for this station.
 DP0885
 DP0885.The dynamic height is computed by dividing the NAVD 88
 DP0885.geopotential number by the normal gravity value computed on the
 DP0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0885.degrees latitude (g = 980.6199 gals.).
 DP0885
 DP0885.The modeled gravity was interpolated from observed gravity values.
 DP0885
 DP0885;                    North         East    Units  Estimated Accuracy
 DP0885;SPC FL W     -   404,254.      211,518.      MT  (+/- 10 meters HH2 GPS)
 DP0885
 DP0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1317395556(NAD 83)
 DP0885
 DP0885                          SUPERSEDED SURVEY CONTROL
 DP0885
 DP0885.No superseded survey control is available for this station.
 DP0885
 DP0885_MARKER: DD = SURVEY DISK
 DP0885_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0885_STAMPING: 670296 2013
 DP0885_MARK LOGO: SWFWMD
 DP0885_PROJECTION: FLUSH
 DP0885_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP0885_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0885+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2013
 DP0885_ROD/PIPE-DEPTH: 13.4 meters
 DP0885
 DP0885  HISTORY     - Date     Condition        Report By
 DP0885  HISTORY     - 20130212 MONUMENTED       FLDEP
 DP0885
 DP0885                          STATION DESCRIPTION
 DP0885
 DP0885'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0885'THE MARK IS IN THE OAK HILL CEMETERY, ABOUT 8.1 MI (13.0 KM) SOUTHWEST
 DP0885'OF AUBURNDALE, 6.4 MI (10.3 KM) NORTH-NORTHWEST OF BARTOW, 5.7 MI (9.2
 DP0885'KM) SOUTHEAST OF LAKELAND, IN SECTION 2, TOWNSHIP 29 SOUTH, RANGE 24
 DP0885'EAST.
 DP0885'
 DP0885'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BARTOW
 DP0885'ROAD) AND COUNTY ROAD 540 (CLUBHOUSE ROAD) IN HIGHLAND CITY, GO
 DP0885'NORTHWEST ON U.S. HIGHWAY 98 (BARTOW ROAD) FOR 1.0 MI (1.6 KM) TO THE
 DP0885'INTERSECTION OF INNOVATION DRIVE ON THE LEFT AND OAK HILL CEMETERY
 DP0885'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT ON THE ENTRANCE ROAD AND GO
 DP0885'EAST FOR ABOUT 165.0 FT (50.3 M) CROSSING THE FORT FRASER BIKE TRAIL,
 DP0885'TO THE JUNCTION OF A FRONTAGE ROAD (LAUREL OAK LANE) ON THE LEFT.
 DP0885'TURN LEFT ON LAUREL OAK LANE AND GO NORTHEAST FOR 0.1 MI (0.2 KM) TO
 DP0885'THE JUNCTION OF SYCAMORE LANE ON THE RIGHT.  TURN RIGHT ON SYCAMORE
 DP0885'LANE AND GO EAST FOR 0.35 MI (0.6 KM) TO THE INTERSECTION OF LIVE OAK
 DP0885'LANE AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP0885'DEPTH OF 44.0 FT (13.4 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH
 DP0885'(10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH LIVE OAK LANE.
 DP0885'
 DP0885'LOCATED 46.5 FT (14.2 M) WEST OF THE APPROXIMATE CENTERLINE OF LIVE
 DP0885'OAK LANE, 45.7 FT (13.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DP0885'SYCAMORE LANE, 12.7 FT (3.9 M) NORTHWEST OF THE NORTHEAST CORNER OF A
 DP0885'BRICK PUMP HOUSE, 1.7 FT (0.5 M) NORTH OF A WELL HEAD AND 1.7 FT (0.5
 DP0885'M) NORTH OF AN ADHESIVE WITNESS STICKER.
 DP0885'
 DP0885'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP0885'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0886 ***********************************************************************
 DP0886  DESIGNATION -  670297 B
 DP0886  PID         -  DP0886
 DP0886  STATE/COUNTY-  FL/POLK
 DP0886  COUNTRY     -  US
 DP0886  USGS QUAD   -  MULBERRY (2018)
 DP0886
 DP0886                         *CURRENT SURVEY CONTROL
 DP0886  ______________________________________________________________________
 DP0886* NAD 83(1986) POSITION- 27 58 55.8    (N) 081 52 50.6    (W)   HD_HELD2
 DP0886* NAVD 88 ORTHO HEIGHT -    31.341 (meters)      102.82  (feet) ADJUSTED
 DP0886  ______________________________________________________________________
 DP0886  GEOID HEIGHT    -        -26.127 (meters)                     GEOID18
 DP0886  DYNAMIC HEIGHT  -         31.294 (meters)      102.67  (feet) COMP
 DP0886  MODELED GRAVITY -    979,167.8   (mgal)                       NAVD 88
 DP0886
 DP0886  VERT ORDER      -  SECOND    CLASS I
 DP0886
 DP0886.The horizontal coordinates were established by autonomous hand held GPS
 DP0886.observations and have an estimated accuracy of +/- 10 meters.
 DP0886
 DP0886.The orthometric height was determined by differential leveling and
 DP0886.adjusted by the NATIONAL GEODETIC SURVEY
 DP0886.in January 2014.
 DP0886
 DP0886.No vertical observational check was made to the station.
 DP0886
 DP0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0886.GEOID18 height accuracy estimate available here.
 DP0886
 DP0886.Click photographs - Photos may exist for this station.
 DP0886
 DP0886.The dynamic height is computed by dividing the NAVD 88
 DP0886.geopotential number by the normal gravity value computed on the
 DP0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0886.degrees latitude (g = 980.6199 gals.).
 DP0886
 DP0886.The modeled gravity was interpolated from observed gravity values.
 DP0886
 DP0886;                    North         East    Units  Estimated Accuracy
 DP0886;SPC FL W     -   404,239.      211,734.      MT  (+/- 10 meters HH2 GPS)
 DP0886
 DP0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1338895539(NAD 83)
 DP0886
 DP0886                          SUPERSEDED SURVEY CONTROL
 DP0886
 DP0886.No superseded survey control is available for this station.
 DP0886
 DP0886_MARKER: DD = SURVEY DISK
 DP0886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0886_STAMPING: SID 670297 B 2008
 DP0886_MARK LOGO: SWFWMD
 DP0886_PROJECTION: FLUSH
 DP0886_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0886+STABILITY: SURFACE MOTION
 DP0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0886+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2013
 DP0886
 DP0886  HISTORY     - Date     Condition        Report By
 DP0886  HISTORY     - 20080116 MONUMENTED       SWFWMD
 DP0886  HISTORY     - 20130325 GOOD             FLDEP
 DP0886
 DP0886                          STATION DESCRIPTION
 DP0886
 DP0886'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0886'THE MARK IS IN THE OAK HILL CEMETERY, ABOUT 8.0 MI (12.9 KM) SOUTHWEST
 DP0886'OF AUBURNDALE, 6.4 MI (10.3 KM) NORTH-NORTHWEST OF BARTOW, 5.8 MI (9.3
 DP0886'KM) SOUTHEAST OF LAKELAND, IN SECTION 2, TOWNSHIP 29 SOUTH, RANGE 24
 DP0886'EAST.
 DP0886'
 DP0886'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BARTOW
 DP0886'ROAD) AND COUNTY ROAD 540 (CLUBHOUSE ROAD) IN HIGHLAND CITY, GO
 DP0886'NORTHWEST ON U.S. HIGHWAY 98 (BARTOW ROAD) FOR 1.0 MI (1.6 KM) TO THE
 DP0886'INTERSECTION OF INNOVATION DRIVE ON THE LEFT AND OAK HILL CEMETERY
 DP0886'ENTRANCE ROAD ON THE RIGHT.  TURN RIGHT ON THE ENTRANCE ROAD AND GO
 DP0886'EAST FOR ABOUT 165.0 FT (50.3 M) CROSSING THE FORT FRASER BIKE TRAIL,
 DP0886'TO THE JUNCTION OF A FRONTAGE ROAD (LAUREL OAK LANE) ON THE LEFT.
 DP0886'TURN LEFT ON LAUREL OAK LANE AND GO NORTHEAST FOR 0.1 MI (0.2 KM) TO
 DP0886'THE JUNCTION OF SYCAMORE LANE ON THE RIGHT.  TURN RIGHT ON SYCAMORE
 DP0886'LANE AND GO EAST FOR 0.45 MI (0.7 KM) TO THE EAST END OF THE CEMETERY
 DP0886'AND THE T-JUNCTION OF SANDSCRUB LANE AND THE MARK AHEAD, AN ALUMINUM
 DP0886'DISK SET IN THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH
 DP0886'WITH THE GROUND AND LEVEL WITH SANDSCRUB LANE.
 DP0886'
 DP0886'LOCATED 89.5 FT (27.3 M) WEST OF THE APPROXIMATE CENTER OF A METAL
 DP0886'FENCE GATE, 26.5 FT (8.1 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DP0886'SANDSCRUB LANE, 12.0 FT (3.7 M) NORTH OF THE APPROXIMATE EXTENDED
 DP0886'CENTERLINE OF SYCAMORE LANE, 11.5 FT (3.5 M) SOUTH OF THE APPROXIMATE
 DP0886'CENTERLINE OF A DIRT ROAD LEADING TO A FENCE GATE, 7.5 FT (2.3 M) EAST
 DP0886'OF A WOODEN SIGN POST AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS
 DP0886'POST.
 DP0886'
 DP0886'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9138 ***********************************************************************
 DO9138  DESIGNATION -  670299 A
 DO9138  PID         -  DO9138
 DO9138  STATE/COUNTY-  FL/POLK
 DO9138  COUNTRY     -  US
 DO9138  USGS QUAD   -  HOMELAND (2018)
 DO9138
 DO9138                         *CURRENT SURVEY CONTROL
 DO9138  ______________________________________________________________________
 DO9138* NAD 83(1986) POSITION- 27 50 38.6    (N) 081 48 41.3    (W)   HD_HELD2
 DO9138* NAVD 88 ORTHO HEIGHT -    29.491 (meters)       96.76  (feet) ADJUSTED
 DO9138  ______________________________________________________________________
 DO9138  GEOID HEIGHT    -        -25.818 (meters)                     GEOID18
 DO9138  DYNAMIC HEIGHT  -         29.448 (meters)       96.61  (feet) COMP
 DO9138  MODELED GRAVITY -    979,167.4   (mgal)                       NAVD 88
 DO9138
 DO9138  VERT ORDER      -  FIRST     CLASS II
 DO9138
 DO9138.The horizontal coordinates were established by autonomous hand held GPS
 DO9138.observations and have an estimated accuracy of +/- 10 meters.
 DO9138
 DO9138.The orthometric height was determined by differential leveling and
 DO9138.adjusted by the NATIONAL GEODETIC SURVEY
 DO9138.in December 2013.
 DO9138
 DO9138.No vertical observational check was made to the station.
 DO9138
 DO9138.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9138.GEOID18 height accuracy estimate available here.
 DO9138
 DO9138.Click photographs - Photos may exist for this station.
 DO9138
 DO9138.The dynamic height is computed by dividing the NAVD 88
 DO9138.geopotential number by the normal gravity value computed on the
 DO9138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9138.degrees latitude (g = 980.6199 gals.).
 DO9138
 DO9138.The modeled gravity was interpolated from observed gravity values.
 DO9138
 DO9138;                    North         East    Units  Estimated Accuracy
 DO9138;SPC FL W     -   388,943.      218,569.      MT  (+/- 10 meters HH2 GPS)
 DO9138
 DO9138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2009780192(NAD 83)
 DO9138
 DO9138                          SUPERSEDED SURVEY CONTROL
 DO9138
 DO9138.No superseded survey control is available for this station.
 DO9138
 DO9138_MARKER: F = FLANGE-ENCASED ROD
 DO9138_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO9138_STAMPING: 670299 A 2012
 DO9138_MARK LOGO: FLDEP
 DO9138_PROJECTION: RECESSED 8 CENTIMETERS
 DO9138_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9138_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9138+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2012
 DO9138_ROD/PIPE-DEPTH: 8.1 meters
 DO9138
 DO9138  HISTORY     - Date     Condition        Report By
 DO9138  HISTORY     - 20121024 MONUMENTED       FLDEP
 DO9138
 DO9138                          STATION DESCRIPTION
 DO9138
 DO9138'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9138'THE MARK IS ABOUT 6.2 MI (10.0 KM) WEST-SOUTHWEST OF ALTURAS, 4.1 MI
 DO9138'(6.6 KM) SOUTH-SOUTHEAST OF BARTOW, 2.0 MI (3.2 KM) NORTH-NORTHEAST OF
 DO9138'HOMELAND, IN SECTION 28, TOWNSHIP 30 SOUTH, RANGE 25 EAST.  ACCESS CAN
 DO9138'BE OBTAINED BY CALLING CLEAR SPRINGS OR THE (SWFWMD) SOUTHWEST FLORIDA
 DO9138'WATER MANAGEMENT DISTRICT, CONTACT PERSON IS JIM OWENS A KEY IS
 DO9138'REQUIRED.
 DO9138'
 DO9138'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO9138'ROAD 640 IN HOMELAND, GO NORTH ON U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM)
 DO9138'TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT, WITH A LOCKED GATE.  TURN
 DO9138'RIGHT ON THE DIRT ROAD AND GO EAST AND SOUTH, PASSING THROUGH THE
 DO9138'LOCKED GATE, FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A DIRT ROAD ON THE
 DO9138'LEFT WITH A GATE.  TURN LEFT ON THE DIRT ROAD, PASSING THROUGH THE
 DO9138'GATE GO EAST AND SOUTH FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT, A
 DO9138'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 26.5 FT (8.1 M)
 DO9138'WITH AN NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.3 FT (9 CM) BELOW
 DO9138'THE LEVEL OF THE GROUND AND 0.8 FT (24 CM) BELOW THE LEVEL OF THE DIRT
 DO9138'ROAD, THE DATUM POINT IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DO9138'NATIONAL GEODETIC SURVEY LOGO CAP.
 DO9138'
 DO9138'LOCATED 107.5 FT (32.8 M) SOUTH OF A 22-INCH (56 CM) OAK TREE, 57.8 FT
 DO9138'(17.6 M) WEST OF A 20-INCH (51 CM) PALM TREE, 56.7 FT (17.3 M)
 DO9138'WEST-SOUTHWEST OF A 16-INCH (41 CM) PALM TREE, 17.2 FT (5.2 M) WEST OF
 DO9138'THE APPROXIMATE CENTERLINE OF THE DIRT ROAD AND 1.8 FT (0.5 M) EAST OF
 DO9138'A CARSONITE WITNESS POST.
 DO9138'
 DO9138'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DO9138'GAP.
 DO9138'
 DO9138'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DO9138'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9109 ***********************************************************************
 DO9109  DESIGNATION -  670305 A
 DO9109  PID         -  DO9109
 DO9109  STATE/COUNTY-  FL/POLK
 DO9109  COUNTRY     -  US
 DO9109  USGS QUAD   -  HOMELAND (2018)
 DO9109
 DO9109                         *CURRENT SURVEY CONTROL
 DO9109  ______________________________________________________________________
 DO9109* NAD 83(1986) POSITION- 27 51 58.1    (N) 081 48 18.8    (W)   HD_HELD2
 DO9109* NAVD 88 ORTHO HEIGHT -    28.893 (meters)       94.79  (feet) ADJUSTED
 DO9109  ______________________________________________________________________
 DO9109  GEOID HEIGHT    -        -25.907 (meters)                     GEOID18
 DO9109  DYNAMIC HEIGHT  -         28.850 (meters)       94.65  (feet) COMP
 DO9109  MODELED GRAVITY -    979,167.1   (mgal)                       NAVD 88
 DO9109
 DO9109  VERT ORDER      -  FIRST     CLASS II
 DO9109
 DO9109.The horizontal coordinates were established by autonomous hand held GPS
 DO9109.observations and have an estimated accuracy of +/- 10 meters.
 DO9109
 DO9109.The orthometric height was determined by differential leveling and
 DO9109.adjusted by the NATIONAL GEODETIC SURVEY
 DO9109.in December 2013.
 DO9109
 DO9109.No vertical observational check was made to the station.
 DO9109
 DO9109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9109.GEOID18 height accuracy estimate available here.
 DO9109
 DO9109.Click photographs - Photos may exist for this station.
 DO9109
 DO9109.The dynamic height is computed by dividing the NAVD 88
 DO9109.geopotential number by the normal gravity value computed on the
 DO9109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9109.degrees latitude (g = 980.6199 gals.).
 DO9109
 DO9109.The modeled gravity was interpolated from observed gravity values.
 DO9109
 DO9109;                    North         East    Units  Estimated Accuracy
 DO9109;SPC FL W     -   391,391.      219,181.      MT  (+/- 10 meters HH2 GPS)
 DO9109
 DO9109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2072982634(NAD 83)
 DO9109
 DO9109                          SUPERSEDED SURVEY CONTROL
 DO9109
 DO9109.No superseded survey control is available for this station.
 DO9109
 DO9109_MARKER: F = FLANGE-ENCASED ROD
 DO9109_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9109_STAMPING: 670305 A 2012
 DO9109_MARK LOGO: NGS
 DO9109_PROJECTION: RECESSED 3 CENTIMETERS
 DO9109_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9109+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2012
 DO9109_ROD/PIPE-DEPTH: 4.5 meters
 DO9109
 DO9109  HISTORY     - Date     Condition        Report By
 DO9109  HISTORY     - 20120621 MONUMENTED       FLDEP
 DO9109
 DO9109                          STATION DESCRIPTION
 DO9109
 DO9109'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9109'THE MARK IS ABOUT 5.5 MI (8.8 KM) WEST OF ALTURAS, 3.6 MI (5.8 KM)
 DO9109'NORTH-NORTHEAST OF HOMELAND, 3.1 MI (5.0 KM) SOUTHEAST OF BARTOW, IN
 DO9109'SECTION 15, TOWNSHIP 30 SOUTH, RANGE 25 EAST.  ACCESS CAN BE OBTAINED
 DO9109'BY CALLING CLEAR SPRINGS, OR THE (SWFWMD) SOUTHWEST FLORIDA WATER
 DO9109'MANAGEMENT DISTRICT, CONTACT PERSON IS JIM OWENS A KEY IS REQUIRED.
 DO9109'
 DO9109'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO9109'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE IN BARTOW, GO
 DO9109'SOUTH ON U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF CLEAR
 DO9109'SPRINGS ROAD ON THE LEFT.  TURN LEFT ON CLEAR SPRINGS ROAD AND GO EAST
 DO9109'FOR 0.55 MI (0.9 KM) TO THE DEAD END AND A LOCKED ENTRANCE GATE TO
 DO9109'CLEAR SPRINGS PROPERTY.  CONTINUE THROUGH THE GATE ON THE DIRT ROAD
 DO9109'FOR 0.1 MI (0.2 KM) TO A Y-JUNCTION, VEER TO THE RIGHT AND GO SOUTH
 DO9109'THEN EAST ON THE DIRT ROAD FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF A
 DO9109'DIRT ROAD ON THE RIGHT.  CONTINUE EAST ON THE DIRT ROAD FOR 0.1 MI
 DO9109'(0.2 KM) TO A CONCRETE BRIDE.  CONTINUE EAST ON THE DIRT ROAD FOR 0.2
 DO9109'MI (0.3 KM) TO THE JUNCTION OF A DIRT ROAD ON THE LEFT.  TURN LEFT ON
 DO9109'THE DIRT ROAD AND GO NORTHWEST FOR 0.1 MI (0.2 KM) TO A 20.0 FT (6.1
 DO9109'M) BY 20.0 FT (6.1 M) CHAIN LINK FENCED AREA WITH LOCK AND THE MARK ON
 DO9109'THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 14.7 FT (4.5
 DO9109'M) WITH AN NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.1 FT (3 CM)
 DO9109'BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE DIRT ROAD, THE DATUM
 DO9109'POINT IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE NATIONAL
 DO9109'GEODETIC SURVEY LOGO CAP.
 DO9109'
 DO9109'LOCATED 18.0 FT (5.5 M) EAST-SOUTHEAST OF SURVEY MARK WEL 2615, 7.7 FT
 DO9109'(2.3 M) NORTHEAST OF THE CENTER OF TWO CHAIN LINK GATES, 4.3 FT (1.3
 DO9109'M) EAST OF A WATER MONITORING WELL 1.6 FT (0.5 M) NORTHWEST OF A CHAIN
 DO9109'LINK FENCE AND 1.3 FT (0.4 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DO9109'
 DO9109'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DO9109'CAP.
 DO9109'
 DO9109'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DO9109'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3213 ***********************************************************************
 DQ3213  DESIGNATION -  670312
 DQ3213  PID         -  DQ3213
 DQ3213  STATE/COUNTY-  FL/SUMTER
 DQ3213  COUNTRY     -  US
 DQ3213  USGS QUAD   -  RUTLAND (2018)
 DQ3213
 DQ3213                         *CURRENT SURVEY CONTROL
 DQ3213  ______________________________________________________________________
 DQ3213* NAD 83(1986) POSITION- 28 50 34.7    (N) 082 07 54.1    (W)   HD_HELD2
 DQ3213* NAVD 88 ORTHO HEIGHT -    13.292 (meters)       43.61  (feet) ADJUSTED
 DQ3213  ______________________________________________________________________
 DQ3213  GEOID HEIGHT    -        -27.339 (meters)                     GEOID18
 DQ3213  DYNAMIC HEIGHT  -         13.273 (meters)       43.55  (feet) COMP
 DQ3213  MODELED GRAVITY -    979,233.0   (mgal)                       NAVD 88
 DQ3213
 DQ3213  VERT ORDER      -  SECOND    CLASS I
 DQ3213
 DQ3213.The horizontal coordinates were established by autonomous hand held GPS
 DQ3213.observations and have an estimated accuracy of +/- 10 meters.
 DQ3213
 DQ3213.The orthometric height was determined by differential leveling and
 DQ3213.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3213.in December 2016.
 DQ3213
 DQ3213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3213.GEOID18 height accuracy estimate available here.
 DQ3213
 DQ3213.Click photographs - Photos may exist for this station.
 DQ3213
 DQ3213.The dynamic height is computed by dividing the NAVD 88
 DQ3213.geopotential number by the normal gravity value computed on the
 DQ3213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3213.degrees latitude (g = 980.6199 gals.).
 DQ3213
 DQ3213.The modeled gravity was interpolated from observed gravity values.
 DQ3213
 DQ3213;                    North         East    Units  Estimated Accuracy
 DQ3213;SPC FL W     -   499,634.      187,149.      MT  (+/- 10 meters HH2 GPS)
 DQ3213
 DQ3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8960291114(NAD 83)
 DQ3213
 DQ3213                          SUPERSEDED SURVEY CONTROL
 DQ3213
 DQ3213.No superseded survey control is available for this station.
 DQ3213
 DQ3213_MARKER: DD = SURVEY DISK
 DQ3213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3213_STAMPING: SID 670312 2014
 DQ3213_MARK LOGO: SWFWMD
 DQ3213_PROJECTION: FLUSH
 DQ3213_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3213+STABILITY: SURFACE MOTION
 DQ3213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3213+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2016
 DQ3213
 DQ3213  HISTORY     - Date     Condition        Report By
 DQ3213  HISTORY     - 20140121 MONUMENTED       SWFWMD
 DQ3213  HISTORY     - 20160504 GOOD             FLDEP
 DQ3213  HISTORY     - 20171127 GOOD             SWFWMD
 DQ3213
 DQ3213                          STATION DESCRIPTION
 DQ3213
 DQ3213'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ3213'THE MARK IS ABOUT 8.1 MI (13.0 KM) SOUTHWEST OF OXFORD, 5.8 MI (9.3
 DQ3213'KM) WEST-SOUTHWEST OF WILDWOOD, 5.0 MI (8.0 KM) EAST OF RUTLAND, IN
 DQ3213'SECTION 17, TOWNSHIP 19 SOUTH, RANGE 22 EAST.
 DQ3213'
 DQ3213'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 AND THE I-75
 DQ3213'OVERPASS IN WILDWOOD, GO WEST ON STATE ROAD 44 FOR 2.85 MI (4.59 KM)
 DQ3213'TO THE JUNCTION OF NORTHWEST 18TH WAY (UNMARKED) ON THE LEFT.  TURN
 DQ3213'LEFT ON NORTHWEST 18TH WAY (UNMARKED) AND GO SOUTH FOR 1.0 MI (1.6 KM)
 DQ3213'TO A LOCKED GATE.  CONTINUE SOUTH NOW ON JONES CREEK TRAIL, PASSING
 DQ3213'THROUGH THE LOCKED GATE, ENTERING SOUTHWEST FLORIDA WATER MANAGEMENT
 DQ3213'DISTRICT LANDS, FOR 1.65 MI (2.65 KM) TO A WELL SITE ON THE RIGHT AND
 DQ3213'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH AN
 DQ3213'ALUMINUM DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DQ3213'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE JONES CREEK TRAIL.
 DQ3213'
 DQ3213'LOCATED 208.0 FT (63.4 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DQ3213'JONES CREEK TRAIL, 10.0 FT (3.0 M) WEST-NORTHWEST OF WELL CASING
 DQ3213'NUMBER 670311 AND 9.5 FT (2.9 M) EAST-SOUTHEAST OF WELL CASING NUMBER
 DQ3213'670312.
 DQ3213'
 DQ3213'NOTE UNKNOWN MAGNETISM.
 DQ3213
 DQ3213                          STATION RECOVERY (2017)
 DQ3213
 DQ3213'RECOVERY NOTE BY SW FL WTR MGMT DIST 2017 (WKH)
 DQ3213'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8769 ***********************************************************************
 DN8769  DESIGNATION -  670313 A
 DN8769  PID         -  DN8769
 DN8769  STATE/COUNTY-  FL/CITRUS
 DN8769  COUNTRY     -  US
 DN8769  USGS QUAD   -  INVERNESS (2018)
 DN8769
 DN8769                         *CURRENT SURVEY CONTROL
 DN8769  ______________________________________________________________________
 DN8769* NAD 83(1986) POSITION- 28 49 15.9    (N) 082 15 23.9    (W)   HD_HELD2
 DN8769* NAVD 88 ORTHO HEIGHT -    13.393 (meters)       43.94  (feet) ADJUSTED
 DN8769  ______________________________________________________________________
 DN8769  GEOID HEIGHT    -        -27.264 (meters)                     GEOID18
 DN8769  DYNAMIC HEIGHT  -         13.374 (meters)       43.88  (feet) COMP
 DN8769  MODELED GRAVITY -    979,227.0   (mgal)                       NAVD 88
 DN8769
 DN8769  VERT ORDER      -  SECOND    CLASS I
 DN8769
 DN8769.The horizontal coordinates were established by autonomous hand held GPS
 DN8769.observations and have an estimated accuracy of +/- 10 meters.
 DN8769
 DN8769.The orthometric height was determined by differential leveling and
 DN8769.adjusted by the NATIONAL GEODETIC SURVEY
 DN8769.in July 2012.
 DN8769
 DN8769.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8769.GEOID18 height accuracy estimate available here.
 DN8769
 DN8769.Click photographs - Photos may exist for this station.
 DN8769
 DN8769.The dynamic height is computed by dividing the NAVD 88
 DN8769.geopotential number by the normal gravity value computed on the
 DN8769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8769.degrees latitude (g = 980.6199 gals.).
 DN8769
 DN8769.The modeled gravity was interpolated from observed gravity values.
 DN8769
 DN8769;                    North         East    Units  Estimated Accuracy
 DN8769;SPC FL W     -   497,228.      174,952.      MT  (+/- 10 meters HH2 GPS)
 DN8769
 DN8769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7738788811(NAD 83)
 DN8769
 DN8769                          SUPERSEDED SURVEY CONTROL
 DN8769
 DN8769.No superseded survey control is available for this station.
 DN8769
 DN8769_MARKER: DD = SURVEY DISK
 DN8769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8769_STAMPING: 670313 A 2010
 DN8769_MARK LOGO: SWFWMD
 DN8769_PROJECTION: RECESSED 5 CENTIMETERS
 DN8769_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8769+STABILITY: SURFACE MOTION
 DN8769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8769+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2010
 DN8769
 DN8769  HISTORY     - Date     Condition        Report By
 DN8769  HISTORY     - 20100304 MONUMENTED       SWFWMD
 DN8769  HISTORY     - 20101203 GOOD             FLDEP
 DN8769
 DN8769                          STATION DESCRIPTION
 DN8769
 DN8769'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8769'THE MARK IS ABOUT 9.7 MI (15.6 KM) NORTH-NORTHWEST OF WAHOO, 4.6 MI
 DN8769'(7.4 KM) EAST-SOUTHEAST OF INVERNESS, 3.4 MI (5.5 KM) SOUTHWEST OF
 DN8769'RUTLAND, IN SECTION 24, TOWNSHIP 19 SOUTH, RANGE 21 EAST.
 DN8769'
 DN8769'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTH AND
 DN8769'EDEN DRIVE IN INVERNESS, GO EAST ON EDEN DRIVE FOR 0.65 MI (1.0 KM) TO
 DN8769'THE INTERSECTION OF EAST CARNEGIE ROAD.  CONTINUE EASTERLY ON EAST
 DN8769'MOCCASSIN SLOUGH ROAD FOR 3.4 MI (5.5 KM) TO A DIM DIRT ROAD WITH A
 DN8769'LOCKED GATE LEADING TO THE SOUTH AND THE MARK ON THE RIGHT, SET IN THE
 DN8769'TOP OF A CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE GROUND AND
 DN8769'0.3 FT (9 CM) BELOW THE LEVEL OF THE DIM DIRT ROAD.
 DN8769'
 DN8769'LOCATED 179.1 FT (54.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF EAST
 DN8769'MOCCASSIN SLOUGH ROAD, 168.2 FT (51.3 M) SOUTH OF POWER POLE NUMBER
 DN8769'9331, 136.3 FT (41.5 M) SOUTH OF THE CENTER OF THE METAL GATE, 13.4 FT
 DN8769'(4.1 M) EAST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD AND 1.0 FT
 DN8769'(0.3 M) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8770 ***********************************************************************
 DN8770  DESIGNATION -  670313 B
 DN8770  PID         -  DN8770
 DN8770  STATE/COUNTY-  FL/CITRUS
 DN8770  COUNTRY     -  US
 DN8770  USGS QUAD   -  INVERNESS (2018)
 DN8770
 DN8770                         *CURRENT SURVEY CONTROL
 DN8770  ______________________________________________________________________
 DN8770* NAD 83(1986) POSITION- 28 49 15.8    (N) 082 15 24.8    (W)   HD_HELD2
 DN8770* NAVD 88 ORTHO HEIGHT -    13.040 (meters)       42.78  (feet) ADJUSTED
 DN8770  ______________________________________________________________________
 DN8770  GEOID HEIGHT    -        -27.263 (meters)                     GEOID18
 DN8770  DYNAMIC HEIGHT  -         13.021 (meters)       42.72  (feet) COMP
 DN8770  MODELED GRAVITY -    979,227.0   (mgal)                       NAVD 88
 DN8770
 DN8770  VERT ORDER      -  SECOND    CLASS I
 DN8770
 DN8770.The horizontal coordinates were established by autonomous hand held GPS
 DN8770.observations and have an estimated accuracy of +/- 10 meters.
 DN8770
 DN8770.The orthometric height was determined by differential leveling and
 DN8770.adjusted by the NATIONAL GEODETIC SURVEY
 DN8770.in July 2012.
 DN8770
 DN8770.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8770.GEOID18 height accuracy estimate available here.
 DN8770
 DN8770.Click photographs - Photos may exist for this station.
 DN8770
 DN8770.The dynamic height is computed by dividing the NAVD 88
 DN8770.geopotential number by the normal gravity value computed on the
 DN8770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8770.degrees latitude (g = 980.6199 gals.).
 DN8770
 DN8770.The modeled gravity was interpolated from observed gravity values.
 DN8770
 DN8770;                    North         East    Units  Estimated Accuracy
 DN8770;SPC FL W     -   497,225.      174,927.      MT  (+/- 10 meters HH2 GPS)
 DN8770
 DN8770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7736388808(NAD 83)
 DN8770
 DN8770                          SUPERSEDED SURVEY CONTROL
 DN8770
 DN8770.No superseded survey control is available for this station.
 DN8770
 DN8770_MARKER: DD = SURVEY DISK
 DN8770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8770_STAMPING: 670313 B 2010
 DN8770_MARK LOGO: SWFWMD
 DN8770_PROJECTION: RECESSED 5 CENTIMETERS
 DN8770_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8770+STABILITY: SURFACE MOTION
 DN8770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8770+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2010
 DN8770
 DN8770  HISTORY     - Date     Condition        Report By
 DN8770  HISTORY     - 20100304 MONUMENTED       SWFWMD
 DN8770  HISTORY     - 20101203 GOOD             FLDEP
 DN8770
 DN8770                          STATION DESCRIPTION
 DN8770
 DN8770'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8770'THE MARK IS ABOUT 9.7 MI (15.6 KM) NORTH-NORTHWEST OF WAHOO, 4.6 MI
 DN8770'(7.4 KM) EAST-SOUTHEAST OF INVERNESS, 3.4 MI (5.5 KM) SOUTHWEST OF
 DN8770'RUTLAND, IN SECTION 24, TOWNSHIP 19 SOUTH, RANGE 21 EAST.
 DN8770'
 DN8770'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTH AND
 DN8770'EDEN DRIVE IN INVERNESS, GO EAST ON EDEN DRIVE FOR 0.65 MI (1.0 KM) TO
 DN8770'THE INTERSECTION OF EAST CARNEGIE ROAD.  CONTINUE EASTERLY ON EAST
 DN8770'MOCCASSIN SLOUGH ROAD FOR 3.4 MI (5.5 KM) TO A DIM DIRT ROAD WITH A
 DN8770'LOCKED GATE LEADING TO THE SOUTH AND THE MARK ON THE RIGHT, SET IN THE
 DN8770'TOP OF A CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE GROUND AND
 DN8770'0.3 FT (9 CM) BELOW THE LEVEL OF THE DIM DIRT ROAD.
 DN8770'
 DN8770'LOCATED 185.6 FT (56.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF EAST
 DN8770'MOCCASSIN SLOUGH ROAD, 29.0 FT (8.8 M) WEST OF THE APPROXIMATE
 DN8770'CENTERLINE OF THE DIM DIRT ROAD, 9.9 FT (3.0 M) WEST OF THE WATER
 DN8770'MONITORING WELL NUMBER 670313, 8.1 FT (2.5 M) SOUTHWEST OF THE WATER
 DN8770'MONITORING WELL NUMBER 670314 AND 1.0 FT (0.3 M) EAST OF A CARSONITE
 DN8770'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3211 ***********************************************************************
 DQ3211  DESIGNATION -  670350
 DQ3211  PID         -  DQ3211
 DQ3211  STATE/COUNTY-  FL/SUMTER
 DQ3211  COUNTRY     -  US
 DQ3211  USGS QUAD   -  RUTLAND (2018)
 DQ3211
 DQ3211                         *CURRENT SURVEY CONTROL
 DQ3211  ______________________________________________________________________
 DQ3211* NAD 83(1986) POSITION- 28 51 24.9    (N) 082 08 52.6    (W)   HD_HELD2
 DQ3211* NAVD 88 ORTHO HEIGHT -    14.225 (meters)       46.67  (feet) ADJUSTED
 DQ3211  ______________________________________________________________________
 DQ3211  GEOID HEIGHT    -        -27.353 (meters)                     GEOID18
 DQ3211  DYNAMIC HEIGHT  -         14.205 (meters)       46.60  (feet) COMP
 DQ3211  MODELED GRAVITY -    979,233.5   (mgal)                       NAVD 88
 DQ3211
 DQ3211  VERT ORDER      -  SECOND    CLASS I
 DQ3211
 DQ3211.The horizontal coordinates were established by autonomous hand held GPS
 DQ3211.observations and have an estimated accuracy of +/- 10 meters.
 DQ3211
 DQ3211.The orthometric height was determined by differential leveling and
 DQ3211.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3211.in December 2016.
 DQ3211
 DQ3211.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3211.GEOID18 height accuracy estimate available here.
 DQ3211
 DQ3211.Click photographs - Photos may exist for this station.
 DQ3211
 DQ3211.The dynamic height is computed by dividing the NAVD 88
 DQ3211.geopotential number by the normal gravity value computed on the
 DQ3211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3211.degrees latitude (g = 980.6199 gals.).
 DQ3211
 DQ3211.The modeled gravity was interpolated from observed gravity values.
 DQ3211
 DQ3211;                    North         East    Units  Estimated Accuracy
 DQ3211;SPC FL W     -   501,181.      185,565.      MT  (+/- 10 meters HH2 GPS)
 DQ3211
 DQ3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM8803292674(NAD 83)
 DQ3211
 DQ3211                          SUPERSEDED SURVEY CONTROL
 DQ3211
 DQ3211.No superseded survey control is available for this station.
 DQ3211
 DQ3211_MARKER: DD = SURVEY DISK
 DQ3211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3211_STAMPING: SID 670350 2014
 DQ3211_MARK LOGO: SWFWMD
 DQ3211_PROJECTION: FLUSH
 DQ3211_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3211+STABILITY: SURFACE MOTION
 DQ3211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3211+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2016
 DQ3211
 DQ3211  HISTORY     - Date     Condition        Report By
 DQ3211  HISTORY     - 20140121 MONUMENTED       SWFWMD
 DQ3211  HISTORY     - 20160504 GOOD             FLDEP
 DQ3211
 DQ3211                          STATION DESCRIPTION
 DQ3211
 DQ3211'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ3211'THE MARK IS ABOUT 8.3 MI (13.4 KM) SOUTHWEST OF OXFORD, 6.6 MI (10.6
 DQ3211'KM) WEST OF WILDWOOD, 4.0 MI (6.4 KM) EAST OF RUTLAND, IN SECTION 7,
 DQ3211'TOWNSHIP 19 SOUTH, RANGE 22 EAST.
 DQ3211'
 DQ3211'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 AND THE I-75
 DQ3211'OVERPASS IN WILDWOOD, GO WEST ON STATE ROAD 44 FOR 3.3 MI (5.3 KM) TO
 DQ3211'THE JUNCTION OF A LOCKED AND GATED SAND ROAD ON THE LEFT.  TURN LEFT,
 DQ3211'PASSING THROUGH THE LOCKED GATE, ON THE SAND ROAD AND GO SOUTH FOR 0.8
 DQ3211'MI (1.3 KM) TO THE JUNCTION OF A SAND TRAIL ON THE RIGHT.  TURN RIGHT
 DQ3211'ON THE SAND TRAIL AND GO SOUTHWEST TO THE SOUTH SIDE OF A CULVERT
 DQ3211'CROSSING AND THE BIG JONES CREEK WELL SITE ON THE LEFT AND THE MARK ON
 DQ3211'THE LEFT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH AN ALUMINUM DISK
 DQ3211'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH
 DQ3211'WITH THE GROUND AND LEVEL WITH THE SAND TRAIL.
 DQ3211'
 DQ3211'LOCATED 42.7 FT (13.0 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A
 DQ3211'SAND TRAIL, 5.7 FT (1.7 M) SOUTH-SOUTHWEST OF WELL CASING NUMBER
 DQ3211'670350 AND 5.1 FT (1.6 M) NORTH-NORTHEAST OF WELL CASING NUMBER
 DQ3211'670310.
 DQ3211'
 DQ3211'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4038 ***********************************************************************
 DP4038  DESIGNATION -  670353
 DP4038  PID         -  DP4038
 DP4038  STATE/COUNTY-  FL/HIGHLANDS
 DP4038  COUNTRY     -  US
 DP4038  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP4038
 DP4038                         *CURRENT SURVEY CONTROL
 DP4038  ______________________________________________________________________
 DP4038* NAD 83(1986) POSITION- 27 15 09.2    (N) 081 22 43.5    (W)   HD_HELD2
 DP4038* NAVD 88 ORTHO HEIGHT -    29.362 (meters)       96.33  (feet) ADJUSTED
 DP4038  ______________________________________________________________________
 DP4038  GEOID HEIGHT    -        -25.123 (meters)                     GEOID18
 DP4038  DYNAMIC HEIGHT  -         29.318 (meters)       96.19  (feet) COMP
 DP4038  MODELED GRAVITY -    979,136.1   (mgal)                       NAVD 88
 DP4038
 DP4038  VERT ORDER      -  FIRST     CLASS II
 DP4038
 DP4038.The horizontal coordinates were established by autonomous hand held GPS
 DP4038.observations and have an estimated accuracy of +/- 10 meters.
 DP4038
 DP4038.The orthometric height was determined by differential leveling and
 DP4038.adjusted by the NATIONAL GEODETIC SURVEY
 DP4038.in December 2014.
 DP4038
 DP4038.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4038.GEOID18 height accuracy estimate available here.
 DP4038
 DP4038.Click photographs - Photos may exist for this station.
 DP4038
 DP4038.The dynamic height is computed by dividing the NAVD 88
 DP4038.geopotential number by the normal gravity value computed on the
 DP4038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4038.degrees latitude (g = 980.6199 gals.).
 DP4038
 DP4038.The modeled gravity was interpolated from observed gravity values.
 DP4038
 DP4038;                    North         East    Units  Estimated Accuracy
 DP4038;SPC FL E     -   323,444.      162,494.      MT  (+/- 10 meters HH2 GPS)
 DP4038
 DP4038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6250614465(NAD 83)
 DP4038
 DP4038                          SUPERSEDED SURVEY CONTROL
 DP4038
 DP4038.No superseded survey control is available for this station.
 DP4038
 DP4038_MARKER: DD = SURVEY DISK
 DP4038_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP4038_SP_SET: CULVERT HEADWALL
 DP4038_STAMPING: 670353 2013
 DP4038_MARK LOGO: FLDEP
 DP4038_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4038+STABILITY: SURFACE MOTION
 DP4038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4038+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 DP4038
 DP4038  HISTORY     - Date     Condition        Report By
 DP4038  HISTORY     - 20131022 MONUMENTED       FLDEP
 DP4038  HISTORY     - 20220818 GOOD             GEOCAC
 DP4038
 DP4038                          STATION DESCRIPTION
 DP4038
 DP4038'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4038'THE MARK IS ABOUT 12.8 MI (20.6 KM) NORTH OF VENUS, 3.6 MI (5.8 KM)
 DP4038'NORTHWEST OF CHILDS, 2.9 MI (4.7 KM) SOUTH-SOUTHWEST OF LAKE PLACID,
 DP4038'IN SECTION 13, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4038'
 DP4038'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4038'HIGHWAY 27 IN BEARS DEN, GO NORTH ON U.S. HIGHWAY 27 FOR 4.95 MI (8.0
 DP4038'KM) TO THE INTERSECTION OF LAKE MIRROR DRIVE.  TURN LEFT ON LAKE
 DP4038'MIRROR DRIVE AND GO SOUTHWEST FOR 0.9 MI (1.4 KM) TO THE INTERSECTION
 DP4038'OF LAKE DRIVE EAST ON THE RIGHT AND PLACID VIEW DRIVE ON THE LEFT.
 DP4038'TURN LEFT ON PLACID VIEW DRIVE AND GO SOUTHWEST FOR 1.55 MI (2.5 KM)
 DP4038'TO AN ENTRANCE TO A BOAT RAMP ON LAKE PLACID ON THE LEFT, A STAFF
 DP4038'GAUGE ON THE LEFT AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A
 DP4038'CONCRETE HEADWALL LEVEL WITH THE GROUND AND 0.5 FT (15 CM) BELOW THE
 DP4038'LEVEL OF PLACID VIEW DRIVE.
 DP4038'
 DP4038'LOCATED 56.9 FT (17.3 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DP4038'OF THE BOAT RAMP PARK ENTRANCE, 18.5 FT (5.6 M) EAST-SOUTHEAST OF THE
 DP4038'APPROXIMATE CENTERLINE OF PLACID VIEW DRIVE, 7.0 FT (2.1 M)
 DP4038'EAST-SOUTHEAST OF A METAL GUARD RAIL AND 1.6 FT (0.5 M) WEST-NORTHWEST
 DP4038'OF A CARSONITE WITNESS POST.
 DP4038
 DP4038                          STATION RECOVERY (2022)
 DP4038
 DP4038'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4038'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4014 ***********************************************************************
 DP4014  DESIGNATION -  670354
 DP4014  PID         -  DP4014
 DP4014  STATE/COUNTY-  FL/HIGHLANDS
 DP4014  COUNTRY     -  US
 DP4014  USGS QUAD   -  CHILDS (2018)
 DP4014
 DP4014                         *CURRENT SURVEY CONTROL
 DP4014  ______________________________________________________________________
 DP4014* NAD 83(1986) POSITION- 27 12 40.1    (N) 081 20 56.1    (W)   HD_HELD2
 DP4014* NAVD 88 ORTHO HEIGHT -    34.358 (meters)      112.72  (feet) ADJUSTED
 DP4014  ______________________________________________________________________
 DP4014  GEOID HEIGHT    -        -25.033 (meters)                     GEOID18
 DP4014  DYNAMIC HEIGHT  -         34.306 (meters)      112.55  (feet) COMP
 DP4014  MODELED GRAVITY -    979,136.7   (mgal)                       NAVD 88
 DP4014
 DP4014  VERT ORDER      -  FIRST     CLASS II
 DP4014
 DP4014.The horizontal coordinates were established by autonomous hand held GPS
 DP4014.observations and have an estimated accuracy of +/- 10 meters.
 DP4014
 DP4014.The orthometric height was determined by differential leveling and
 DP4014.adjusted by the NATIONAL GEODETIC SURVEY
 DP4014.in December 2014.
 DP4014
 DP4014.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4014.GEOID18 height accuracy estimate available here.
 DP4014
 DP4014.Click photographs - Photos may exist for this station.
 DP4014
 DP4014.The dynamic height is computed by dividing the NAVD 88
 DP4014.geopotential number by the normal gravity value computed on the
 DP4014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4014.degrees latitude (g = 980.6199 gals.).
 DP4014
 DP4014.The modeled gravity was interpolated from observed gravity values.
 DP4014
 DP4014;                    North         East    Units  Estimated Accuracy
 DP4014;SPC FL E     -   318,846.      165,435.      MT  (+/- 10 meters HH2 GPS)
 DP4014
 DP4014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6544609869(NAD 83)
 DP4014
 DP4014                          SUPERSEDED SURVEY CONTROL
 DP4014
 DP4014.No superseded survey control is available for this station.
 DP4014
 DP4014_MARKER: DD = SURVEY DISK
 DP4014_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP4014_SP_SET: CULVERT HEADWALL
 DP4014_STAMPING: 670354 2013
 DP4014_MARK LOGO: FLDEP
 DP4014_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4014+STABILITY: SURFACE MOTION
 DP4014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4014+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2022
 DP4014
 DP4014  HISTORY     - Date     Condition        Report By
 DP4014  HISTORY     - 20130911 MONUMENTED       FLDEP
 DP4014  HISTORY     - 20220518 GOOD             GEOCAC
 DP4014
 DP4014                          STATION DESCRIPTION
 DP4014
 DP4014'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4014'THE MARK IS ABOUT 9.9 MI (15.9 KM) NORTH OF VENUS, 5.7 MI (9.2 KM)
 DP4014'SOUTH OF LAKE PLACID AND IN THE TOWN OF CHILDS, IN SECTION 32,
 DP4014'TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4014'
 DP4014'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4014'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 1.3 MI (2.1 KM)
 DP4014'TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE CULVERT
 DP4014'ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD 70.
 DP4014'
 DP4014'LOCATED 75.3 FT (23.0 M) SOUTH-SOUTHWEST OF SURVEY MARK V 358, 30.2 FT
 DP4014'(9.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 70, 14.0 FT
 DP4014'(4.3 M) SOUTH OF THE EDGE OF THE PAVEMENT AND 1.2 FT (0.4 M) SOUTHWEST
 DP4014'OF A CARSONITE WITNESS POST.
 DP4014
 DP4014                          STATION RECOVERY (2022)
 DP4014
 DP4014'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4014'THE MARK IS 11.3 FT (3.4 M) EAST OF THE WEST END OF THE HEADWALL.  THE
 DP4014'CARSONITE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6627 ***********************************************************************
 DP6627  DESIGNATION -  670364 A
 DP6627  PID         -  DP6627
 DP6627  STATE/COUNTY-  FL/MANATEE
 DP6627  COUNTRY     -  US
 DP6627  USGS QUAD   -  PARRISH (2018)
 DP6627
 DP6627                         *CURRENT SURVEY CONTROL
 DP6627  ______________________________________________________________________
 DP6627* NAD 83(1986) POSITION- 27 34 32.8    (N) 082 23 51.3    (W)   HD_HELD2
 DP6627* NAVD 88 ORTHO HEIGHT -     7.443 (meters)       24.42  (feet) ADJUSTED
 DP6627  ______________________________________________________________________
 DP6627  GEOID HEIGHT    -        -24.752 (meters)                     GEOID18
 DP6627  DYNAMIC HEIGHT  -          7.432 (meters)       24.38  (feet) COMP
 DP6627  MODELED GRAVITY -    979,141.3   (mgal)                       NAVD 88
 DP6627
 DP6627  VERT ORDER      -  FIRST     CLASS II
 DP6627
 DP6627.The horizontal coordinates were established by autonomous hand held GPS
 DP6627.observations and have an estimated accuracy of +/- 10 meters.
 DP6627
 DP6627.The orthometric height was determined by differential leveling and
 DP6627.adjusted by the NATIONAL GEODETIC SURVEY
 DP6627.in April 2015.
 DP6627
 DP6627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6627.GEOID18 height accuracy estimate available here.
 DP6627
 DP6627.Click photographs - Photos may exist for this station.
 DP6627
 DP6627.The dynamic height is computed by dividing the NAVD 88
 DP6627.geopotential number by the normal gravity value computed on the
 DP6627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6627.degrees latitude (g = 980.6199 gals.).
 DP6627
 DP6627.The modeled gravity was interpolated from observed gravity values.
 DP6627
 DP6627;                    North         East    Units  Estimated Accuracy
 DP6627;SPC FL W     -   359,264.      160,743.      MT  (+/- 10 meters HH2 GPS)
 DP6627
 DP6627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6204350989(NAD 83)
 DP6627
 DP6627                          SUPERSEDED SURVEY CONTROL
 DP6627
 DP6627.No superseded survey control is available for this station.
 DP6627
 DP6627_MARKER: DB = BENCH MARK DISK
 DP6627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP6627_SP_SET: BRIDGE GUARD RAIL
 DP6627_STAMPING: 670364 A
 DP6627_MARK LOGO: FLSRD
 DP6627_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6627+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2020
 DP6627
 DP6627  HISTORY     - Date     Condition        Report By
 DP6627  HISTORY     - UNK      MONUMENTED       FLSRD
 DP6627  HISTORY     - 20140330 GOOD             FLDEP
 DP6627  HISTORY     - 20201030 GOOD             FL-081
 DP6627
 DP6627                          STATION DESCRIPTION
 DP6627
 DP6627'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6627'THE MARK IS ABOUT 9.9 MI (16.0 KM) NORTH OF LORRAINE, 4.6 MI (7.4 KM)
 DP6627'NORTH-NORTHWEST OF RYE, 1.9 MI (3.1 KM) EAST-SOUTHEAST OF PARRISH, IN
 DP6627'SECTION 27, TOWNSHIP 34 SOUTH, RANGE 19 EAST.
 DP6627'
 DP6627'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DP6627'675 (RUTLAND ROAD) IN PARRISH, GO EAST ON STATE ROAD 675 (RUTLAND
 DP6627'ROAD) FOR 1.7 MI (2.7 KM) TO THE SOUTHWEST CORNER OF THE BRIDGE AND
 DP6627'THE MARK ON THE RIGHT, SET FLUSH IN TOP OF THE CONCRETE BRIDGE GUARD
 DP6627'RAIL 3.0 FT (0.9 M) ABOVE THE STATE ROAD 675 (RUTLAND ROAD).
 DP6627'
 DP6627'LOCATED 44.8 FT (13.7 M) WEST OF WELL 670364 SHAFT, 20.6 FT (6.3 M)
 DP6627'SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 675 (RUTLAND ROAD),
 DP6627'19.6 FT (6.0 M) EAST OF A CARSONITE WITNESS POST AND 3.6 FT (1.1 M)
 DP6627'EAST OF THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE GUARD RAIL.
 DP6627
 DP6627                          STATION RECOVERY (2020)
 DP6627
 DP6627'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 DP6627'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6626 ***********************************************************************
 DP6626  DESIGNATION -  670364 B
 DP6626  PID         -  DP6626
 DP6626  STATE/COUNTY-  FL/MANATEE
 DP6626  COUNTRY     -  US
 DP6626  USGS QUAD   -  PARRISH (2018)
 DP6626
 DP6626                         *CURRENT SURVEY CONTROL
 DP6626  ______________________________________________________________________
 DP6626* NAD 83(1986) POSITION- 27 34 33.3    (N) 082 23 49.3    (W)   HD_HELD2
 DP6626* NAVD 88 ORTHO HEIGHT -     7.439 (meters)       24.41  (feet) ADJUSTED
 DP6626  ______________________________________________________________________
 DP6626  GEOID HEIGHT    -        -24.752 (meters)                     GEOID18
 DP6626  DYNAMIC HEIGHT  -          7.428 (meters)       24.37  (feet) COMP
 DP6626  MODELED GRAVITY -    979,141.3   (mgal)                       NAVD 88
 DP6626
 DP6626  VERT ORDER      -  FIRST     CLASS II
 DP6626
 DP6626.The horizontal coordinates were established by autonomous hand held GPS
 DP6626.observations and have an estimated accuracy of +/- 10 meters.
 DP6626
 DP6626.The orthometric height was determined by differential leveling and
 DP6626.adjusted by the NATIONAL GEODETIC SURVEY
 DP6626.in April 2015.
 DP6626
 DP6626.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6626.GEOID18 height accuracy estimate available here.
 DP6626
 DP6626.Click photographs - Photos may exist for this station.
 DP6626
 DP6626.The dynamic height is computed by dividing the NAVD 88
 DP6626.geopotential number by the normal gravity value computed on the
 DP6626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6626.degrees latitude (g = 980.6199 gals.).
 DP6626
 DP6626.The modeled gravity was interpolated from observed gravity values.
 DP6626
 DP6626;                    North         East    Units  Estimated Accuracy
 DP6626;SPC FL W     -   359,279.      160,798.      MT  (+/- 10 meters HH2 GPS)
 DP6626
 DP6626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6209851004(NAD 83)
 DP6626
 DP6626                          SUPERSEDED SURVEY CONTROL
 DP6626
 DP6626.No superseded survey control is available for this station.
 DP6626
 DP6626_MARKER: DB = BENCH MARK DISK
 DP6626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DP6626_SP_SET: BRIDGE GUARD RAIL
 DP6626_STAMPING: 670364 B
 DP6626_MARK LOGO: FLSRD
 DP6626_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6626+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2020
 DP6626
 DP6626  HISTORY     - Date     Condition        Report By
 DP6626  HISTORY     - UNK      MONUMENTED       FLSRD
 DP6626  HISTORY     - 20140330 GOOD             FLDEP
 DP6626  HISTORY     - 20201030 GOOD             FL-081
 DP6626
 DP6626                          STATION DESCRIPTION
 DP6626
 DP6626'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6626'THE MARK IS ABOUT 9.9 MI (16.0 KM) NORTH OF LORRAINE, 4.6 MI (7.4 KM)
 DP6626'NORTH-NORTHWEST OF RYE, 1.9 MI (3.1 KM) EAST-SOUTHEAST OF PARRISH, IN
 DP6626'SECTION 27, TOWNSHIP 34 SOUTH, RANGE 19 EAST.
 DP6626'
 DP6626'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 301 AND STATE ROAD
 DP6626'675 (RUTLAND ROAD) IN PARRISH, GO EAST ON STATE ROAD 675 (RUTLAND
 DP6626'ROAD) FOR 1.7 MI (2.7 KM) TO THE NORTHEAST CORNER OF THE BRIDGE AND
 DP6626'THE MARK ON THE LEFT, SET FLUSH IN TOP OF THE CONCRETE BRIDGE GUARD
 DP6626'RAIL 3.0 FT (0.9 M) ABOVE THE STATE ROAD 675 (RUTLAND ROAD).
 DP6626'
 DP6626'LOCATED 123.0 FT (37.5 M) EAST-NORTHEAST OF WELL 670364 SHAFT, 20.3 FT
 DP6626'(6.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 675 (RUTLAND
 DP6626'ROAD), 16.0 FT (4.9 M) WEST OF A CARSONITE WITNESS POST AND 3.5 FT
 DP6626'(1.1 M) WEST OF THE NORTHEAST CORNER OF THE NORTHEAST END OF THE
 DP6626'BRIDGE.
 DP6626
 DP6626                          STATION RECOVERY (2020)
 DP6626
 DP6626'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 DP6626'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6009 ***********************************************************************
 DP6009  DESIGNATION -  670366
 DP6009  PID         -  DP6009
 DP6009  STATE/COUNTY-  FL/SARASOTA
 DP6009  COUNTRY     -  US
 DP6009  USGS QUAD   -  MURDOCK (2018)
 DP6009
 DP6009                         *CURRENT SURVEY CONTROL
 DP6009  ______________________________________________________________________
 DP6009* NAD 83(1986) POSITION- 27 02 43.4    (N) 082 14 07.6    (W)   HD_HELD2
 DP6009* NAVD 88 ORTHO HEIGHT -     3.334 (meters)       10.94  (feet) ADJUSTED
 DP6009  ______________________________________________________________________
 DP6009  GEOID HEIGHT    -        -23.975 (meters)                     GEOID18
 DP6009  DYNAMIC HEIGHT  -          3.329 (meters)       10.92  (feet) COMP
 DP6009  MODELED GRAVITY -    979,128.7   (mgal)                       NAVD 88
 DP6009
 DP6009  VERT ORDER      -  FIRST     CLASS II
 DP6009
 DP6009.The horizontal coordinates were established by autonomous hand held GPS
 DP6009.observations and have an estimated accuracy of +/- 10 meters.
 DP6009
 DP6009.The orthometric height was determined by differential leveling and
 DP6009.adjusted by the NATIONAL GEODETIC SURVEY
 DP6009.in April 2015.
 DP6009
 DP6009.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6009.GEOID18 height accuracy estimate available here.
 DP6009
 DP6009.Click photographs - Photos may exist for this station.
 DP6009
 DP6009.The dynamic height is computed by dividing the NAVD 88
 DP6009.geopotential number by the normal gravity value computed on the
 DP6009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6009.degrees latitude (g = 980.6199 gals.).
 DP6009
 DP6009.The modeled gravity was interpolated from observed gravity values.
 DP6009
 DP6009;                    North         East    Units  Estimated Accuracy
 DP6009;SPC FL W     -   300,455.      176,642.      MT  (+/- 10 meters HH2 GPS)
 DP6009
 DP6009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7746892063(NAD 83)
 DP6009
 DP6009                          SUPERSEDED SURVEY CONTROL
 DP6009
 DP6009.No superseded survey control is available for this station.
 DP6009
 DP6009_MARKER: DD = SURVEY DISK
 DP6009_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DP6009_SP_SET: BRIDGE ABUTMENT
 DP6009_STAMPING: 670366 2014
 DP6009_MARK LOGO: FLDEP
 DP6009_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6009+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2014
 DP6009
 DP6009  HISTORY     - Date     Condition        Report By
 DP6009  HISTORY     - 20140422 MONUMENTED       FLDEP
 DP6009
 DP6009                          STATION DESCRIPTION
 DP6009
 DP6009'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6009'THE MARK IS ABOUT 9.3 MI (15.0 KM) NORTHEAST OF ENGLEWOOD, 5.9 MI (9.5
 DP6009'KM) WEST-NORTHWEST OF MURDOCK, 5.8 MI (9.3 KM) NORTH-NORTHWEST OF EL
 DP6009'JOBEAN, IN SECTION 32, TOWNSHIP 39 SOUTH, RANGE 21 EAST.
 DP6009'
 DP6009'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND COUNTY
 DP6009'ROAD 777 (RIVER ROAD) IN WARM MINERAL SPRINGS, GO EAST ON U.S. HIGHWAY
 DP6009'41 FOR 4.1 MI (6.6 KM) TO THE INTERSECTION OF NORTH PORT BOULEVARD.
 DP6009'TURN LEFT ON NORTH PORT BOULEVARD AND GO NORTH FOR 0.15 MI (0.2 KM) TO
 DP6009'THE SOUTH END OF THE COCOPLUM WATERWAY BRIDGE AND THE MARK ON THE
 DP6009'LEFT, SET FLUSH IN THE TOP OF THE SOUTHWEST BRIDGE ABUTMENT AND ABOUT
 DP6009'1.0 FT (0.3 M) BELOW THE LEVEL OF NORTH PORT BOULEVARD.
 DP6009'
 DP6009'LOCATED 90.0 FT (27.4 M) SOUTH OF A STREAM GAUGE, 22.9 FT (7.0 M)
 DP6009'NORTHEAST OF A 3.0 FT (0.9 M) TALL VERIZON TELEPHONE PEDESTAL, 18.7 FT
 DP6009'(5.7 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF NORTH PORT
 DP6009'BOULEVARD AND 1.0 FT (0.3 M) NORTH OF AN ADHESIVE WITNESS STICKER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4707 ***********************************************************************
 DP4707  DESIGNATION -  670367
 DP4707  PID         -  DP4707
 DP4707  STATE/COUNTY-  FL/DE SOTO
 DP4707  COUNTRY     -  US
 DP4707  USGS QUAD   -  LONG ISLAND MARSH SW (2018)
 DP4707
 DP4707                         *CURRENT SURVEY CONTROL
 DP4707  ______________________________________________________________________
 DP4707* NAD 83(1986) POSITION- 27 02 29.0    (N) 081 44 35.5    (W)   HD_HELD2
 DP4707* NAVD 88 ORTHO HEIGHT -    12.026 (meters)       39.46  (feet) ADJUSTED
 DP4707  ______________________________________________________________________
 DP4707  GEOID HEIGHT    -        -24.459 (meters)                     GEOID18
 DP4707  DYNAMIC HEIGHT  -         12.007 (meters)       39.39  (feet) COMP
 DP4707  MODELED GRAVITY -    979,111.0   (mgal)                       NAVD 88
 DP4707
 DP4707  VERT ORDER      -  FIRST     CLASS II
 DP4707
 DP4707.The horizontal coordinates were established by autonomous hand held GPS
 DP4707.observations and have an estimated accuracy of +/- 10 meters.
 DP4707
 DP4707.The orthometric height was determined by differential leveling and
 DP4707.adjusted by the NATIONAL GEODETIC SURVEY
 DP4707.in February 2015.
 DP4707
 DP4707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4707.GEOID18 height accuracy estimate available here.
 DP4707
 DP4707.Click photographs - Photos may exist for this station.
 DP4707
 DP4707.The dynamic height is computed by dividing the NAVD 88
 DP4707.geopotential number by the normal gravity value computed on the
 DP4707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4707.degrees latitude (g = 980.6199 gals.).
 DP4707
 DP4707.The modeled gravity was interpolated from observed gravity values.
 DP4707
 DP4707;                    North         East    Units  Estimated Accuracy
 DP4707;SPC FL W     -   300,016.      225,478.      MT  (+/- 10 meters HH2 GPS)
 DP4707
 DP4707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2628991236(NAD 83)
 DP4707
 DP4707                          SUPERSEDED SURVEY CONTROL
 DP4707
 DP4707.No superseded survey control is available for this station.
 DP4707
 DP4707_MARKER: DD = SURVEY DISK
 DP4707_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4707_STAMPING: 670367 2014
 DP4707_MARK LOGO: SWFWMD
 DP4707_PROJECTION: RECESSED 5 CENTIMETERS
 DP4707_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4707+STABILITY: SURFACE MOTION
 DP4707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4707+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2014
 DP4707_ROD/PIPE-DEPTH: 9.0 meters
 DP4707
 DP4707  HISTORY     - Date     Condition        Report By
 DP4707  HISTORY     - 20140114 MONUMENTED       FLDEP
 DP4707
 DP4707                          STATION DESCRIPTION
 DP4707
 DP4707'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP4707'THE MARK IS ABOUT 12.7 MI (20.4 KM) NORTH OF TUCKERS CORNER, 11.8 MI
 DP4707'(19.0 KM) SOUTHEAST OF NOCATEE, 6.7 MI (10.8 KM) NORTH OF BERMONT, IN
 DP4707'SECTION 32, TOWNSHIP 39 SOUTH, RANGE 26 EAST.  A KEY CAN BE OBTAINED
 DP4707'FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP4707'
 DP4707'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 31 AND THE
 DP4707'DESOTO-CHARLOTTE COUNTY LINE ABOUT 13.0 MI (20.9 KM) SOUTHEAST OF
 DP4707'ARCADIA, GO EAST ON A PRIVATE SHELL ROAD (COUNTY LINE ROAD) FOR 1.7 MI
 DP4707'(2.7 KM) TO A SHELL ROAD ON THE LEFT.  TURN LEFT ON THE SHELL ROAD AND
 DP4707'GO NORTH FOR 0.5 MI (0.8 KM) TO A GATE, ENTER THE GATE AND TURN RIGHT
 DP4707'AND GO EAST FOR 230.0 FT (70.1 M) TO A BRIDGE TRAIL ON THE LEFT,
 DP4707'ANOTHER GATE AHEAD AND THE MARK AHEAD, AN ALUMINUM ROD DRIVEN TO
 DP4707'REFUSAL AT A DEPTH OF 29.5 FT (9.0 M) WITH A SURVEY DISK SET ON THE
 DP4707'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP4707'M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DP4707'ABOUT 3.0 FT (0.9 M) BELOW THE LEVEL OF THE SHELL ROAD.
 DP4707'
 DP4707'LOCATED 95.0 FT (29.0 M) SOUTH OF A STAFF GAUGE, 72.5 FT (22.1 M)
 DP4707'SOUTH OF A STREAM GAUGE, 30.0 FT (9.1 M) NORTH OF THE APPROXIMATE
 DP4707'CENTERLINE OF THE SHELL ROAD WITH A METAL GATE, 8.7 FT (2.7 M) EAST OF
 DP4707'THE APPROXIMATE CENTERLINE OF THE SAND ROAD LEADING TO THE PRARIE
 DP4707'CREEK BRIDGE, 1.0 FT (0.3 M) WEST OF A BARB WIRE FENCE AND 0.8 FT (24
 DP4707'CM) WEST OF A CARSONITE WITNESS POST.
 DP4707'
 DP4707'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4707'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3737 ***********************************************************************
 DQ3737  DESIGNATION -  670406
 DQ3737  PID         -  DQ3737
 DQ3737  STATE/COUNTY-  FL/CITRUS
 DQ3737  COUNTRY     -  US
 DQ3737  USGS QUAD   -  RUTLAND (2018)
 DQ3737
 DQ3737                         *CURRENT SURVEY CONTROL
 DQ3737  ______________________________________________________________________
 DQ3737* NAD 83(1986) POSITION- 28 46 48.6    (N) 082 13 54.8    (W)   HD_HELD2
 DQ3737* NAVD 88 ORTHO HEIGHT -    13.427 (meters)       44.05  (feet) ADJUSTED
 DQ3737  ______________________________________________________________________
 DQ3737  GEOID HEIGHT    -        -27.198 (meters)                     GEOID18
 DQ3737  DYNAMIC HEIGHT  -         13.408 (meters)       43.99  (feet) COMP
 DQ3737  MODELED GRAVITY -    979,225.0   (mgal)                       NAVD 88
 DQ3737
 DQ3737  VERT ORDER      -  SECOND    CLASS I
 DQ3737
 DQ3737.The horizontal coordinates were established by autonomous hand held GPS
 DQ3737.observations and have an estimated accuracy of +/- 10 meters.
 DQ3737
 DQ3737.The orthometric height was determined by differential leveling and
 DQ3737.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3737.in December 2016.
 DQ3737
 DQ3737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3737.GEOID18 height accuracy estimate available here.
 DQ3737
 DQ3737.Click photographs - Photos may exist for this station.
 DQ3737
 DQ3737.The dynamic height is computed by dividing the NAVD 88
 DQ3737.geopotential number by the normal gravity value computed on the
 DQ3737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3737.degrees latitude (g = 980.6199 gals.).
 DQ3737
 DQ3737.The modeled gravity was interpolated from observed gravity values.
 DQ3737
 DQ3737;                    North         East    Units  Estimated Accuracy
 DQ3737;SPC FL W     -   492,689.      177,359.      MT  (+/- 10 meters HH2 GPS)
 DQ3737
 DQ3737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7975684252(NAD 83)
 DQ3737
 DQ3737                          SUPERSEDED SURVEY CONTROL
 DQ3737
 DQ3737.No superseded survey control is available for this station.
 DQ3737
 DQ3737_MARKER: DD = SURVEY DISK
 DQ3737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3737_STAMPING: 670406 2012
 DQ3737_MARK LOGO: SWFWMD
 DQ3737_PROJECTION: FLUSH
 DQ3737_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3737+STABILITY: SURFACE MOTION
 DQ3737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3737+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 DQ3737
 DQ3737  HISTORY     - Date     Condition        Report By
 DQ3737  HISTORY     - 20120511 MONUMENTED       SWFWMD
 DQ3737  HISTORY     - 20160503 GOOD             FLDEP
 DQ3737
 DQ3737                          STATION DESCRIPTION
 DQ3737
 DQ3737'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ3737'THE MARK IS ABOUT 7.1 MI (11.4 KM) EAST-SOUTHEAST OF INVERNESS, 6.6 MI
 DQ3737'(10.6 KM) NORTH-NORTHWEST OF WAHOO, 5.1 MI (8.2 KM) SOUTH-SOUTHWEST OF
 DQ3737'RUTLAND, IN SECTION 5, TOWNSHIP 20 SOUTH, RANGE 21 EAST.
 DQ3737'
 DQ3737'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 44 AND U.S. HIGHWAY
 DQ3737'41 SOUTH IN INVERNESS, GO EAST ON STATE ROAD 44 FOR 6.25 MI (10.06 KM)
 DQ3737'TO THE JUNCTION OF EAST BOY SCOUT ROAD ON THE RIGHT.  TURN RIGHT ON
 DQ3737'EAST BOY SCOUT ROAD AND GO SOUTHEAST FOR 0.75 MI (1.21 KM) TO THE
 DQ3737'ENTRANCE TO THE FLYING EAGLE PRESERVE.  TURN RIGHT ON THE ENTRANCE
 DQ3737'ROAD AND GO SOUTHERLY, PASSING THROUGH A LOCKED GATE, FOR 2.1 MI (3.4
 DQ3737'KM) TO THE JUNCTION OF A DIM DIRT ROAD ON THE RIGHT.  TURN RIGHT ON
 DQ3737'THE DIM ROAD AND GO WEST, PASSING THROUGH THE LOCKED GATE, FOR ABOUT
 DQ3737'175.0 FT (53.3 M) TO THE JUNCTION OF THE MAIN ROAD ON THE LEFT.  TURN
 DQ3737'LEFT ON THE MAIN ROAD AND GO SOUTH FOR 2.1 MI (3.4 KM) TO THE
 DQ3737'Y-JUNCTION OF DIKE ROAD ON THE LEFT, MAIN ROAD ON THE RIGHT.  TURN
 DQ3737'RIGHT ON THE MAIN ROAD AND CONTINUE SOUTH FOR 0.9 MI (1.4 KM) TO THE
 DQ3737'SOUTH END OF A ROCK LEVEE AND CANAL CROSSING AND THE MARK ON THE
 DQ3737'RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH AN ALUMINUM DISK
 DQ3737'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH
 DQ3737'WITH THE GROUND AND LEVEL WITH THE MAIN ROAD.
 DQ3737'
 DQ3737'LOCATED 134.9 FT (41.1 M) SOUTHWEST OF SURVEY MARK 777893, 38.0 FT
 DQ3737'(11.6 M) WEST OF THE SOUTHERNMOST ALUMINUM BULKHEAD CULVERT, 10.3 FT
 DQ3737'(3.1 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE MAIN ROAD AND
 DQ3737'1.0 FT (0.3 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DQ3737'
 DQ3737'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9122 ***********************************************************************
 DO9122  DESIGNATION -  670663 A
 DO9122  PID         -  DO9122
 DO9122  STATE/COUNTY-  FL/POLK
 DO9122  COUNTRY     -  US
 DO9122  USGS QUAD   -  BARTOW (2018)
 DO9122
 DO9122                         *CURRENT SURVEY CONTROL
 DO9122  ______________________________________________________________________
 DO9122* NAD 83(1986) POSITION- 27 52 58.8    (N) 081 48 15.3    (W)   HD_HELD2
 DO9122* NAVD 88 ORTHO HEIGHT -    31.334 (meters)      102.80  (feet) ADJUSTED
 DO9122  ______________________________________________________________________
 DO9122  GEOID HEIGHT    -        -25.969 (meters)                     GEOID18
 DO9122  DYNAMIC HEIGHT  -         31.288 (meters)      102.65  (feet) COMP
 DO9122  MODELED GRAVITY -    979,166.8   (mgal)                       NAVD 88
 DO9122
 DO9122  VERT ORDER      -  FIRST     CLASS II
 DO9122
 DO9122.The horizontal coordinates were established by autonomous hand held GPS
 DO9122.observations and have an estimated accuracy of +/- 10 meters.
 DO9122
 DO9122.The orthometric height was determined by differential leveling and
 DO9122.adjusted by the NATIONAL GEODETIC SURVEY
 DO9122.in January 2015.
 DO9122
 DO9122.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9122.GEOID18 height accuracy estimate available here.
 DO9122
 DO9122.Click photographs - Photos may exist for this station.
 DO9122
 DO9122.The dynamic height is computed by dividing the NAVD 88
 DO9122.geopotential number by the normal gravity value computed on the
 DO9122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9122.degrees latitude (g = 980.6199 gals.).
 DO9122
 DO9122.The modeled gravity was interpolated from observed gravity values.
 DO9122
 DO9122;                    North         East    Units  Estimated Accuracy
 DO9122;SPC FL W     -   393,259.      219,274.      MT  (+/- 10 meters HH2 GPS)
 DO9122
 DO9122_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2083784501(NAD 83)
 DO9122
 DO9122                          SUPERSEDED SURVEY CONTROL
 DO9122
 DO9122  NAVD 88 (12/11/13)   31.336  (m)          102.81   (f) SUPERSEDED  1 2
 DO9122
 DO9122.Superseded values are not recommended for survey control.
 DO9122
 DO9122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO9122.See file dsdata.pdf to determine how the superseded data were derived.
 DO9122
 DO9122_MARKER: DD = SURVEY DISK
 DO9122_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO9122_SP_SET: BRIDGE ABUTMENT
 DO9122_STAMPING: 670663 A 2012
 DO9122_MARK LOGO: FLDEP
 DO9122_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9122_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9122_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9122+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2012
 DO9122
 DO9122  HISTORY     - Date     Condition        Report By
 DO9122  HISTORY     - 20120621 MONUMENTED       FLDEP
 DO9122
 DO9122                          STATION DESCRIPTION
 DO9122
 DO9122'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9122'THE MARK IS ABOUT 5.5 MI (8.8 KM) WEST OF ALTURAS, 4.7 MI (7.6 KM)
 DO9122'NORTH-NORTHEAST OF HOMELAND, 2.6 MI (4.2 KM) EAST-SOUTHEAST OF BARTOW,
 DO9122'IN SECTION 10, TOWNSHIP 30 SOUTH, RANGE 25 EAST.  ACCESS CAN BE
 DO9122'OBTAINED BY CALLING CLEAR SPRINGS, OR THE (SWFWMD) SOUTHWEST FLORIDA
 DO9122'WATER MANAGEMENT DISTRICT, CONTACT PERSON IS JIM OWENS A KEY AND
 DO9122'COMBINATION ARE REQUIRED.
 DO9122'
 DO9122'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO9122'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE IN BARTOW, GO
 DO9122'SOUTH ON U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF CLEAR
 DO9122'SPRINGS ROAD ON THE LEFT.  TURN LEFT ON CLEAR SPRINGS ROAD AND GO EAST
 DO9122'FOR 0.55 MI (0.9 KM) TO THE DEAD END AND A LOCKED ENTRANCE GATE TO
 DO9122'CLEAR SPRINGS PROPERTY.  CONTINUE THROUGH THE GATE FOR 0.1 MI (0.2 KM)
 DO9122'TO A Y-JUNCTION, VEER TO THE LEFT AND GO EASTERLY AND NORTHERLY FOR
 DO9122'0.4 MI (0.6 KM) TO A GATE WITH A COMBINATION LOCK.  CONTINUE NORTHERLY
 DO9122'ON THE DIRT ROAD FOR 1.5 MI (2.4 KM) TO THE MARK ON THE LEFT, SET
 DO9122'FLUSH IN THE TOP OF THE BRIDGE ABUTMENT AND 0.5 FT (15 CM) BELOW THE
 DO9122'LEVEL OF THE DIRT ROAD.
 DO9122'
 DO9122'LOCATED 105.0 FT (32.0 M) WEST-SOUTHWEST OF THE WATER MONITORING WELL,
 DO9122'15.8 FT (4.8 M) NORTHEAST OF THE WEST END OF THE HEADWALL, 8.8 FT (2.7
 DO9122'M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE BRIDGE, 8.4 FT (2.6
 DO9122'M) NORTHEAST OF A CARSONITE WITNESS POST AND 0.8 FT (24 CM) SOUTHEAST
 DO9122'OF A BARBED WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9123 ***********************************************************************
 DO9123  DESIGNATION -  670663 B
 DO9123  PID         -  DO9123
 DO9123  STATE/COUNTY-  FL/POLK
 DO9123  COUNTRY     -  US
 DO9123  USGS QUAD   -  BARTOW (2018)
 DO9123
 DO9123                         *CURRENT SURVEY CONTROL
 DO9123  ______________________________________________________________________
 DO9123* NAD 83(1986) POSITION- 27 53 00.3    (N) 081 48 13.7    (W)   HD_HELD2
 DO9123* NAVD 88 ORTHO HEIGHT -    31.343 (meters)      102.83  (feet) ADJUSTED
 DO9123  ______________________________________________________________________
 DO9123  GEOID HEIGHT    -        -25.971 (meters)                     GEOID18
 DO9123  DYNAMIC HEIGHT  -         31.296 (meters)      102.68  (feet) COMP
 DO9123  MODELED GRAVITY -    979,166.7   (mgal)                       NAVD 88
 DO9123
 DO9123  VERT ORDER      -  FIRST     CLASS II
 DO9123
 DO9123.The horizontal coordinates were established by autonomous hand held GPS
 DO9123.observations and have an estimated accuracy of +/- 10 meters.
 DO9123
 DO9123.The orthometric height was determined by differential leveling and
 DO9123.adjusted by the NATIONAL GEODETIC SURVEY
 DO9123.in January 2015.
 DO9123
 DO9123.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9123.GEOID18 height accuracy estimate available here.
 DO9123
 DO9123.Click photographs - Photos may exist for this station.
 DO9123
 DO9123.The dynamic height is computed by dividing the NAVD 88
 DO9123.geopotential number by the normal gravity value computed on the
 DO9123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9123.degrees latitude (g = 980.6199 gals.).
 DO9123
 DO9123.The modeled gravity was interpolated from observed gravity values.
 DO9123
 DO9123;                    North         East    Units  Estimated Accuracy
 DO9123;SPC FL W     -   393,306.      219,318.      MT  (+/- 10 meters HH2 GPS)
 DO9123
 DO9123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2088184547(NAD 83)
 DO9123
 DO9123                          SUPERSEDED SURVEY CONTROL
 DO9123
 DO9123  NAVD 88 (12/11/13)   31.344  (m)          102.83   (f) SUPERSEDED  1 2
 DO9123
 DO9123.Superseded values are not recommended for survey control.
 DO9123
 DO9123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO9123.See file dsdata.pdf to determine how the superseded data were derived.
 DO9123
 DO9123_MARKER: DD = SURVEY DISK
 DO9123_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DO9123_SP_SET: BRIDGE ABUTMENT
 DO9123_STAMPING: 670663 B 2012
 DO9123_MARK LOGO: FLDEP
 DO9123_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9123+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2012
 DO9123
 DO9123  HISTORY     - Date     Condition        Report By
 DO9123  HISTORY     - 20120621 MONUMENTED       FLDEP
 DO9123
 DO9123                          STATION DESCRIPTION
 DO9123
 DO9123'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9123'THE MARK IS ABOUT 5.5 MI (8.8 KM) WEST OF ALTURAS, 4.7 MI (7.6 KM)
 DO9123'NORTH-NORTHEAST OF HOMELAND, 2.6 MI (4.2 KM) EAST-SOUTHEAST OF BARTOW,
 DO9123'IN SECTION 10, TOWNSHIP 30 SOUTH, RANGE 25 EAST.  ACCESS CAN BE
 DO9123'OBTAINED BY CALLING CLEAR SPRINGS, OR THE (SWFWMD) SOUTHWEST FLORIDA
 DO9123'WATER MANAGEMENT DISTRICT, CONTACT PERSON IS JIM OWENS A KEY AND
 DO9123'COMBINATION ARE REQUIRED.
 DO9123'
 DO9123'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO9123'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE IN BARTOW, GO
 DO9123'SOUTH ON U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF CLEAR
 DO9123'SPRINGS ROAD ON THE LEFT.  TURN LEFT ON CLEAR SPRINGS ROAD AND GO EAST
 DO9123'FOR 0.55 MI (0.9 KM) TO THE DEAD END AND A LOCKED ENTRANCE GATE TO
 DO9123'CLEAR SPRINGS PROPERTY.  CONTINUE THROUGH THE GATE FOR 0.1 MI (0.2 KM)
 DO9123'TO A Y-JUNCTION, VEER TO THE LEFT AND GO EASTERLY AND NORTHERLY FOR
 DO9123'0.4 MI (0.6 KM) TO A GATE WITH A COMBINATION LOCK.  CONTINUE NORTHERLY
 DO9123'ON THE DIRT ROAD FOR 1.5 MI (2.4 KM) TO THE MARK ON THE LEFT, SET
 DO9123'FLUSH IN THE TOP OF THE BRIDGE ABUTMENT AND 0.5 FT (15 CM) BELOW THE
 DO9123'LEVEL OF THE DIRT ROAD.
 DO9123'
 DO9123'LOCATED 97.5 FT (29.7 M) NORTHEAST OF THE WATER MONITORING WELL, 16.5
 DO9123'FT (5.0 M) SOUTHWEST OF THE EAST END OF THE HEADWALL, 13.2 FT (4.0 M)
 DO9123'SOUTHWEST OF A CARSONITE WITNESS POST, 10.3 FT (3.1 M) SOUTHEAST OF
 DO9123'THE APPROXIMATE CENTERLINE OF THE BRIDGE AND 1.0 FT (0.3 M) NORTHWEST
 DO9123'OF A BARBED WIRE FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8151 ***********************************************************************
 DN8151  DESIGNATION -  670665 A
 DN8151  PID         -  DN8151
 DN8151  STATE/COUNTY-  FL/HERNANDO
 DN8151  COUNTRY     -  US
 DN8151  USGS QUAD   -  PORT RICHEY NE (2018)
 DN8151
 DN8151                         *CURRENT SURVEY CONTROL
 DN8151  ______________________________________________________________________
 DN8151* NAD 83(1986) POSITION- 28 26 39.6    (N) 082 37 00.3    (W)   HD_HELD2
 DN8151* NAVD 88 ORTHO HEIGHT -     6.964 (meters)       22.85  (feet) ADJUSTED
 DN8151  ______________________________________________________________________
 DN8151  GEOID HEIGHT    -        -26.167 (meters)                     GEOID18
 DN8151  DYNAMIC HEIGHT  -          6.954 (meters)       22.81  (feet) COMP
 DN8151  MODELED GRAVITY -    979,201.9   (mgal)                       NAVD 88
 DN8151
 DN8151  VERT ORDER      -  FIRST     CLASS II
 DN8151
 DN8151.The horizontal coordinates were established by autonomous hand held GPS
 DN8151.observations and have an estimated accuracy of +/- 10 meters.
 DN8151
 DN8151.The orthometric height was determined by differential leveling and
 DN8151.adjusted by the NATIONAL GEODETIC SURVEY
 DN8151.in June 2012.
 DN8151
 DN8151.No vertical observational check was made to the station.
 DN8151
 DN8151.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8151.GEOID18 height accuracy estimate available here.
 DN8151
 DN8151.Click photographs - Photos may exist for this station.
 DN8151
 DN8151.The dynamic height is computed by dividing the NAVD 88
 DN8151.geopotential number by the normal gravity value computed on the
 DN8151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8151.degrees latitude (g = 980.6199 gals.).
 DN8151
 DN8151.The modeled gravity was interpolated from observed gravity values.
 DN8151
 DN8151;                    North         East    Units  Estimated Accuracy
 DN8151;SPC FL W     -   455,603.      139,589.      MT  (+/- 10 meters HH2 GPS)
 DN8151
 DN8151_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4168247489(NAD 83)
 DN8151
 DN8151                          SUPERSEDED SURVEY CONTROL
 DN8151
 DN8151.No superseded survey control is available for this station.
 DN8151
 DN8151_MARKER: DD = SURVEY DISK
 DN8151_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8151_STAMPING: 670665 A 2011
 DN8151_MARK LOGO: SWFWMD
 DN8151_PROJECTION: FLUSH
 DN8151_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8151+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DN8151_ROD/PIPE-DEPTH: 12.3 meters
 DN8151
 DN8151  HISTORY     - Date     Condition        Report By
 DN8151  HISTORY     - 20110205 MONUMENTED       FLDEP
 DN8151
 DN8151                          STATION DESCRIPTION
 DN8151
 DN8151'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8151'THE MARK IS ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHEAST OF BAYPORT, 5.6 MI
 DN8151'(9.0 KM) SOUTH-SOUTHWEST OF WEEKI WACHEE, 3.0 MI (4.8 KM)
 DN8151'EAST-NORTHEAST OF ARIPEKA, IN SECTION 33, TOWNSHIP 23 SOUTH, RANGE 17
 DN8151'EAST.
 DN8151'
 DN8151'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN8151'WAY) AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN SPRING HILL, GO
 DN8151'NORTHEAST ON U.S. HIGHWAY 19( COMMERCIAL WAY) FOR 1.6 MI (2.6 KM) TO
 DN8151'THE INTERSECTION OF PEPPER STREET ON THE LEFT AND APPLEGATE DRIVE ON
 DN8151'THE RIGHT.  TURN RIGHT ON APPLEGATE DRIVE AND GO SOUTHEAST FOR 0.9 MI
 DN8151'(1.4 KM) TO THE JUNCTION OF HALSTEAD STREET ON THE RIGHT.  TURN RIGHT
 DN8151'ON HALSTEAD STREET AND GO SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE
 DN8151'JUNCTION OF TREEHAVEN DRIVE ON THE RIGHT.  TURN RIGHT ON TREEHAVEN
 DN8151'DRIVE AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF KIMBALL
 DN8151'COURT ON THE RIGHT.  TURN RIGHT ON KIMBALL COURT AND GO SOUTHWEST FOR
 DN8151'0.2 MI (0.3 KM) TO THE INTERSECTION OF KELVIN COURT.  TURN LEFT ON
 DN8151'KELVIN COURT AND GO SOUTHEAST FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF
 DN8151'SAVOY COURT ON THE RIGHT.  TURN RIGHT ON SAVOY COURT AND GO SOUTHWEST
 DN8151'AND SOUTH FOR 0.15 MI (0.2 KM) TO THE DEAD END AND THE MARK IN THE
 DN8151'CENTER OF THE CUL DE SAC, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DN8151'OF 40.5 FT (12.3 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A
 DN8151'4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH SAVOY
 DN8151'COURT.
 DN8151'
 DN8151'LOCATED 51.0 FT (15.5 M) NORTH-NORTHEAST OF SURVEY MARK 670665 B, 38.4
 DN8151'FT (11.7 M) SOUTHEAST OF THE APPROXIMATE EXTENDED CENTERLINE OF THE
 DN8151'DRIVEWAY AT 475 SAVOY COURT, 5.6 FT (1.7 M) NORTHWEST OF A LONE PALM
 DN8151'TREE, 3.0 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST AND 2.8 FT
 DN8151'(0.9 M) SOUTHWEST OF THE APPROXIMATE CENTER OF A MANHOLE COVER.
 DN8151'
 DN8151'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8151'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8152 ***********************************************************************
 DN8152  DESIGNATION -  670665 B
 DN8152  PID         -  DN8152
 DN8152  STATE/COUNTY-  FL/HERNANDO
 DN8152  COUNTRY     -  US
 DN8152  USGS QUAD   -  PORT RICHEY NE (2018)
 DN8152
 DN8152                         *CURRENT SURVEY CONTROL
 DN8152  ______________________________________________________________________
 DN8152* NAD 83(1986) POSITION- 28 26 39.7    (N) 082 37 01.0    (W)   HD_HELD2
 DN8152* NAVD 88 ORTHO HEIGHT -     7.009 (meters)       23.00  (feet) ADJUSTED
 DN8152  ______________________________________________________________________
 DN8152  GEOID HEIGHT    -        -26.167 (meters)                     GEOID18
 DN8152  DYNAMIC HEIGHT  -          6.999 (meters)       22.96  (feet) COMP
 DN8152  MODELED GRAVITY -    979,201.9   (mgal)                       NAVD 88
 DN8152
 DN8152  VERT ORDER      -  FIRST     CLASS II
 DN8152
 DN8152.The horizontal coordinates were established by autonomous hand held GPS
 DN8152.observations and have an estimated accuracy of +/- 10 meters.
 DN8152
 DN8152.The orthometric height was determined by differential leveling and
 DN8152.adjusted by the NATIONAL GEODETIC SURVEY
 DN8152.in June 2012.
 DN8152
 DN8152.No vertical observational check was made to the station.
 DN8152
 DN8152.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8152.GEOID18 height accuracy estimate available here.
 DN8152
 DN8152.Click photographs - Photos may exist for this station.
 DN8152
 DN8152.The dynamic height is computed by dividing the NAVD 88
 DN8152.geopotential number by the normal gravity value computed on the
 DN8152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8152.degrees latitude (g = 980.6199 gals.).
 DN8152
 DN8152.The modeled gravity was interpolated from observed gravity values.
 DN8152
 DN8152;                    North         East    Units  Estimated Accuracy
 DN8152;SPC FL W     -   455,607.      139,570.      MT  (+/- 10 meters HH2 GPS)
 DN8152
 DN8152_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4166347492(NAD 83)
 DN8152
 DN8152                          SUPERSEDED SURVEY CONTROL
 DN8152
 DN8152.No superseded survey control is available for this station.
 DN8152
 DN8152_MARKER: DD = SURVEY DISK
 DN8152_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN8152_STAMPING: 670665 B 2011
 DN8152_MARK LOGO: SWFWMD
 DN8152_PROJECTION: FLUSH
 DN8152_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN8152_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8152_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8152+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DN8152_ROD/PIPE-DEPTH: 10.5 meters
 DN8152
 DN8152  HISTORY     - Date     Condition        Report By
 DN8152  HISTORY     - 20110205 MONUMENTED       FLDEP
 DN8152
 DN8152                          STATION DESCRIPTION
 DN8152
 DN8152'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8152'THE MARK IS ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHEAST OF BAYPORT, 5.6 MI
 DN8152'(9.0 KM) SOUTH-SOUTHWEST OF WEEKI WACHEE, 3.0 MI (4.8 KM)
 DN8152'EAST-NORTHEAST OF ARIPEKA, IN SECTION 33, TOWNSHIP 23 SOUTH, RANGE 17
 DN8152'EAST.
 DN8152'
 DN8152'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN8152'WAY) AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN SPRING HILL, GO
 DN8152'NORTHEAST ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 1.6 MI (2.6 KM) TO
 DN8152'THE INTERSECTION OF PEPPER STREET ON THE LEFT AND APPLEGATE DRIVE ON
 DN8152'THE RIGHT.  TURN RIGHT ON APPLEGATE DRIVE AND GO SOUTHEAST FOR 0.9 MI
 DN8152'(1.4 KM) TO THE JUNCTION OF HALSTEAD STREET ON THE RIGHT.  TURN RIGHT
 DN8152'ON HALSTEAD STREET AND GO SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE
 DN8152'JUNCTION OF TREEHAVEN DRIVE ON THE RIGHT.  TURN RIGHT ON TREEHAVEN
 DN8152'DRIVE AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF KIMBALL
 DN8152'COURT ON THE RIGHT.  TURN RIGHT ON KIMBALL COURT AND GO SOUTHWEST FOR
 DN8152'0.2 MI (0.3 KM) TO THE INTERSECTION OF KELVIN COURT.  TURN LEFT ON
 DN8152'KELVIN COURT AND GO SOUTHEAST FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF
 DN8152'SAVOY COURT ON THE RIGHT.  TURN RIGHT ON SAVOY COURT AND GO SOUTHWEST
 DN8152'AND SOUTH FOR 0.15 MI (0.2 KM) TO THE DEAD END CUL DE SAC AND THE MARK
 DN8152'ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 34.3 FT
 DN8152'(10.5 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10
 DN8152'CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH SAVOY COURT.
 DN8152'
 DN8152'LOCATED 51.0 FT (15.5 M) SOUTH-SOUTHWEST OF SURVEY MARK 670665 A, 33.6
 DN8152'FT (10.2 M) WEST OF THE APPROXIMATE EXTENDED CENTERLINE OF THE
 DN8152'DRIVEWAY AT 459 SAVOY COURT, 25.4 FT (7.7 M) NORTH OF A 30-INCH (76
 DN8152'CM) DIAMETER MAGNOLIA TREE, 4.1 FT (1.2 M) SOUTHWEST OF THE
 DN8152'APPROXIMATE CENTERLINE OF THE SIDEWALK AND 1.6 FT (0.5 M) SOUTHWEST OF
 DN8152'A CARSONITE WITNESS POST.
 DN8152'
 DN8152'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN8152'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9208 ***********************************************************************
 DO9208  DESIGNATION -  670743 A
 DO9208  PID         -  DO9208
 DO9208  STATE/COUNTY-  FL/POLK
 DO9208  COUNTRY     -  US
 DO9208  USGS QUAD   -  BRADLEY JUNCTION (2018)
 DO9208
 DO9208                         *CURRENT SURVEY CONTROL
 DO9208  ______________________________________________________________________
 DO9208* NAD 83(1986) POSITION- 27 47 43.9    (N) 081 53 14.2    (W)   HD_HELD2
 DO9208* NAVD 88 ORTHO HEIGHT -    51.380 (meters)      168.57  (feet) ADJUSTED
 DO9208  ______________________________________________________________________
 DO9208  GEOID HEIGHT    -        -25.549 (meters)                     GEOID18
 DO9208  DYNAMIC HEIGHT  -         51.304 (meters)      168.32  (feet) COMP
 DO9208  MODELED GRAVITY -    979,158.9   (mgal)                       NAVD 88
 DO9208
 DO9208  VERT ORDER      -  FIRST     CLASS II
 DO9208
 DO9208.The horizontal coordinates were established by autonomous hand held GPS
 DO9208.observations and have an estimated accuracy of +/- 10 meters.
 DO9208
 DO9208.The orthometric height was determined by differential leveling and
 DO9208.adjusted by the NATIONAL GEODETIC SURVEY
 DO9208.in December 2013.
 DO9208
 DO9208.No vertical observational check was made to the station.
 DO9208
 DO9208.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9208.GEOID18 height accuracy estimate available here.
 DO9208
 DO9208.Click photographs - Photos may exist for this station.
 DO9208
 DO9208.The dynamic height is computed by dividing the NAVD 88
 DO9208.geopotential number by the normal gravity value computed on the
 DO9208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9208.degrees latitude (g = 980.6199 gals.).
 DO9208
 DO9208.The modeled gravity was interpolated from observed gravity values.
 DO9208
 DO9208;                    North         East    Units  Estimated Accuracy
 DO9208;SPC FL W     -   383,556.      211,108.      MT  (+/- 10 meters HH2 GPS)
 DO9208
 DO9208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1259474867(NAD 83)
 DO9208
 DO9208                          SUPERSEDED SURVEY CONTROL
 DO9208
 DO9208.No superseded survey control is available for this station.
 DO9208
 DO9208_MARKER: DD = SURVEY DISK
 DO9208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9208_STAMPING: 670743 A 2008
 DO9208_MARK LOGO: SWFWMD
 DO9208_PROJECTION: FLUSH
 DO9208_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9208+STABILITY: SURFACE MOTION
 DO9208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9208+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2013
 DO9208
 DO9208  HISTORY     - Date     Condition        Report By
 DO9208  HISTORY     - 2008     MONUMENTED       SWFWMD
 DO9208  HISTORY     - 20130113 GOOD             FLDEP
 DO9208
 DO9208                          STATION DESCRIPTION
 DO9208
 DO9208'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9208'THE MARK IS ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHWEST OF BARTOW, 5.7 MI
 DO9208'(9.2 KM) EAST OF BRADLEY JUNCTION, 4.1 MI (6.6 KM) WEST-SOUTHWEST OF
 DO9208'HOMELAND, IN SECTION 11, TOWNSHIP 31 SOUTH, RANGE 24 EAST.
 DO9208'
 DO9208'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, COUNTY
 DO9208'ROAD 630 AND U.S. HIGHWAY 98 IN FORT MEADE, GO WEST ON COUNTY ROAD 630
 DO9208'(WEST BROADWAY) FOR 5.3 MI (8.5 KM) TO THE INTERSECTION OF COUNTY ROAD
 DO9208'555 ON THE RIGHT AND OLD BREWSTER ROAD ON THE LEFT.  TURN RIGHT ON
 DO9208'COUNTY ROAD 555 AND GO NORTH FOR 3.65 MI (5.9 KM) TO THE JUNCTION OF
 DO9208'HINES BOULEVARD AND THE ENTRANCE ROAD TO THE PROGRESS ENERGY COMPLEX.
 DO9208'TURN RIGHT ON HINES BOULEVARD AND GO EAST AND SOUTH FOR 0.2 MI (0.3
 DO9208'KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DO9208'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH HINES BOULEVARD.
 DO9208'
 DO9208'LOCATED 139.7 FT (42.6 M) WEST OF A POWER POLE WITH A TRANSFORMER
 DO9208'ATTACHED, 97.3 FT (29.7 M) NORTHWEST OF POWER POLE NUMBER B10858 WITH
 DO9208'A LIGHT ATTACHED, 5.2 FT (1.6 M) SOUTH OF A WATER MONITORING WELL AND
 DO9208'1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9207 ***********************************************************************
 DO9207  DESIGNATION -  670743 B
 DO9207  PID         -  DO9207
 DO9207  STATE/COUNTY-  FL/POLK
 DO9207  COUNTRY     -  US
 DO9207  USGS QUAD   -  BRADLEY JUNCTION (2018)
 DO9207
 DO9207                         *CURRENT SURVEY CONTROL
 DO9207  ______________________________________________________________________
 DO9207* NAD 83(1986) POSITION- 27 47 44.3    (N) 081 53 14.3    (W)   HD_HELD2
 DO9207* NAVD 88 ORTHO HEIGHT -    51.396 (meters)      168.62  (feet) ADJUSTED
 DO9207  ______________________________________________________________________
 DO9207  GEOID HEIGHT    -        -25.549 (meters)                     GEOID18
 DO9207  DYNAMIC HEIGHT  -         51.320 (meters)      168.37  (feet) COMP
 DO9207  MODELED GRAVITY -    979,159.0   (mgal)                       NAVD 88
 DO9207
 DO9207  VERT ORDER      -  FIRST     CLASS II
 DO9207
 DO9207.The horizontal coordinates were established by autonomous hand held GPS
 DO9207.observations and have an estimated accuracy of +/- 10 meters.
 DO9207
 DO9207.The orthometric height was determined by differential leveling and
 DO9207.adjusted by the NATIONAL GEODETIC SURVEY
 DO9207.in December 2013.
 DO9207
 DO9207.No vertical observational check was made to the station.
 DO9207
 DO9207.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9207.GEOID18 height accuracy estimate available here.
 DO9207
 DO9207.Click photographs - Photos may exist for this station.
 DO9207
 DO9207.The dynamic height is computed by dividing the NAVD 88
 DO9207.geopotential number by the normal gravity value computed on the
 DO9207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9207.degrees latitude (g = 980.6199 gals.).
 DO9207
 DO9207.The modeled gravity was interpolated from observed gravity values.
 DO9207
 DO9207;                    North         East    Units  Estimated Accuracy
 DO9207;SPC FL W     -   383,569.      211,105.      MT  (+/- 10 meters HH2 GPS)
 DO9207
 DO9207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1259174880(NAD 83)
 DO9207
 DO9207                          SUPERSEDED SURVEY CONTROL
 DO9207
 DO9207.No superseded survey control is available for this station.
 DO9207
 DO9207_MARKER: DD = SURVEY DISK
 DO9207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9207_STAMPING: 670743 B 2008
 DO9207_MARK LOGO: SWFWMD
 DO9207_PROJECTION: FLUSH
 DO9207_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9207+STABILITY: SURFACE MOTION
 DO9207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9207+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2013
 DO9207
 DO9207  HISTORY     - Date     Condition        Report By
 DO9207  HISTORY     - 2008     MONUMENTED       SWFWMD
 DO9207  HISTORY     - 20130113 GOOD             FLDEP
 DO9207
 DO9207                          STATION DESCRIPTION
 DO9207
 DO9207'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9207'THE MARK IS ABOUT 7.4 MI (11.9 KM) SOUTH-SOUTHWEST OF BARTOW, 5.7 MI
 DO9207'(9.2 KM) EAST OF BRADLEY JUNCTION, 4.1 MI (6.6 KM) WEST-SOUTHWEST OF
 DO9207'HOMELAND, IN SECTION 11, TOWNSHIP 31 SOUTH, RANGE 24 EAST.
 DO9207'
 DO9207'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, COUNTY
 DO9207'ROAD 630 AND U.S. HIGHWAY 98 IN FORT MEADE, GO WEST ON COUNTY ROAD 630
 DO9207'(WEST BROADWAY) FOR 5.3 MI (8.5 KM) TO THE INTERSECTION OF COUNTY ROAD
 DO9207'555 ON THE RIGHT AND OLD BREWSTER ROAD ON THE LEFT.  TURN RIGHT ON
 DO9207'COUNTY ROAD 555 AND GO NORTH FOR 3.65 MI (5.9 KM) TO THE JUNCTION OF
 DO9207'HINES BOULEVARD AND THE ENTRANCE ROAD TO THE PROGRESS ENERGY COMPLEX.
 DO9207'TURN RIGHT ON HINES BOULEVARD AND GO EAST AND SOUTH FOR 0.2 MI (0.3
 DO9207'KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DO9207'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH HINES BOULEVARD.
 DO9207'
 DO9207'LOCATED 146.0 FT (44.5 M) WEST OF A POWER POLE WITH A TRANSFORMER
 DO9207'ATTACHED, 119.7 FT (36.5 M) NORTHWEST OF A POWER POLE WITH A LIGHT
 DO9207'ATTACHED, 7.4 FT (2.3 M) SOUTH OF WATER MONITORING WELL 670743 AND 1.0
 DO9207'FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9233 ***********************************************************************
 DO9233  DESIGNATION -  670750 A
 DO9233  PID         -  DO9233
 DO9233  STATE/COUNTY-  FL/HILLSBOROUGH
 DO9233  COUNTRY     -  US
 DO9233  USGS QUAD   -  KEYSVILLE (2018)
 DO9233
 DO9233                         *CURRENT SURVEY CONTROL
 DO9233  ______________________________________________________________________
 DO9233* NAD 83(1986) POSITION- 27 52 08.5    (N) 082 04 13.1    (W)   HD_HELD2
 DO9233* NAVD 88 ORTHO HEIGHT -    35.188 (meters)      115.45  (feet) ADJUSTED
 DO9233  ______________________________________________________________________
 DO9233  GEOID HEIGHT    -        -25.359 (meters)                     GEOID18
 DO9233  DYNAMIC HEIGHT  -         35.136 (meters)      115.28  (feet) COMP
 DO9233  MODELED GRAVITY -    979,172.5   (mgal)                       NAVD 88
 DO9233
 DO9233  VERT ORDER      -  FIRST     CLASS II
 DO9233
 DO9233.The horizontal coordinates were established by autonomous hand held GPS
 DO9233.observations and have an estimated accuracy of +/- 10 meters.
 DO9233
 DO9233.The orthometric height was determined by differential leveling and
 DO9233.adjusted by the NATIONAL GEODETIC SURVEY
 DO9233.in December 2013.
 DO9233
 DO9233.No vertical observational check was made to the station.
 DO9233
 DO9233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9233.GEOID18 height accuracy estimate available here.
 DO9233
 DO9233.Click photographs - Photos may exist for this station.
 DO9233
 DO9233.The dynamic height is computed by dividing the NAVD 88
 DO9233.geopotential number by the normal gravity value computed on the
 DO9233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9233.degrees latitude (g = 980.6199 gals.).
 DO9233
 DO9233.The modeled gravity was interpolated from observed gravity values.
 DO9233
 DO9233;                    North         East    Units  Estimated Accuracy
 DO9233;SPC FL W     -   391,698.      193,077.      MT  (+/- 10 meters HH2 GPS)
 DO9233
 DO9233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9463483154(NAD 83)
 DO9233
 DO9233                          SUPERSEDED SURVEY CONTROL
 DO9233
 DO9233.No superseded survey control is available for this station.
 DO9233
 DO9233_MARKER: DD = SURVEY DISK
 DO9233_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9233_STAMPING: 670750 A 2013
 DO9233_MARK LOGO: SWFWMD
 DO9233_PROJECTION: RECESSED
 DO9233_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9233_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9233+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2013
 DO9233_ROD/PIPE-DEPTH: 11.1 meters
 DO9233
 DO9233  HISTORY     - Date     Condition        Report By
 DO9233  HISTORY     - 20130130 MONUMENTED       FLDEP
 DO9233
 DO9233                          STATION DESCRIPTION
 DO9233
 DO9233'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9233'THE MARK IS ABOUT 6.2 MI (10.0 KM) WEST-SOUTHWEST OF MULBERRY, 2.8 MI
 DO9233'(4.5 KM) WEST-SOUTHWEST OF NICHOLS, 1.6 MI (2.6 KM) EAST OF KEYSVILLE,
 DO9233'IN SECTION 13, TOWNSHIP 30 SOUTH, RANGE 22 EAST.
 DO9233'
 DO9233'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND STATE
 DO9233'ROAD 37 IN MULBERRY, GO WEST ON STATE ROAD 60 FOR 1.55 MI (2.5 KM) TO
 DO9233'THE JUNCTION OF NICHOLS ROAD (COUNTY ROAD 676 WEST) ON THE LEFT.  TURN
 DO9233'LEFT ON NICHOLS ROAD AND GO WEST FOR 2.1 MI (3.4 KM) TO THE JUNCTION
 DO9233'OF ANDERSON ROAD ON THE LEFT. CONTINUE WEST ON NICHOLS ROAD FOR 3.6 MI
 DO9233'(5.8 KM) TO THE JUNCTION OF EDISON ROAD ON THE LEFT.  TURN LEFT ON
 DO9233'EDISON ROAD AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE Y-JUNCTION OF
 DO9233'SOUTH EDISON ROAD AND EDISON ROAD.  TURN LEFT ON EDISON ROAD AND GO
 DO9233'EAST FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT, THIS MARK IS SET IN
 DO9233'THE KEYSVILLE PARK 9390 EDISON ROAD, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DO9233'AT A DEPTH OF 36.3 FT (11.1 M) WITH AN ALUMINUM DISK ATTACHED AND
 DO9233'INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW THE
 DO9233'LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL OF EDISON ROAD.
 DO9233'LOCATED 66.0 FT (20.1 M) EAST OF SURVEY MARK 670750 B, 45.5 FT (13.9
 DO9233'M) SOUTHEAST A WATER MONITORING WELL, 29.2 FT (8.9 M) NORTH OF THE
 DO9233'APPROXIMATE CENTERLINE OF EDISON ROAD, 1.5 FT (0.5 M) NORTH OF A 3.0
 DO9233'FT (0.9 M) TALL WOODEN FENCE AND 1.0 FT (0.3 M) NORTH OF A CARSONITE
 DO9233'WITNESS POST.
 DO9233'
 DO9233'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9232 ***********************************************************************
 DO9232  DESIGNATION -  670750 B
 DO9232  PID         -  DO9232
 DO9232  STATE/COUNTY-  FL/HILLSBOROUGH
 DO9232  COUNTRY     -  US
 DO9232  USGS QUAD   -  KEYSVILLE (2018)
 DO9232
 DO9232                         *CURRENT SURVEY CONTROL
 DO9232  ______________________________________________________________________
 DO9232* NAD 83(1986) POSITION- 27 52 08.5    (N) 082 04 13.7    (W)   HD_HELD2
 DO9232* NAVD 88 ORTHO HEIGHT -    35.216 (meters)      115.54  (feet) ADJUSTED
 DO9232  ______________________________________________________________________
 DO9232  GEOID HEIGHT    -        -25.359 (meters)                     GEOID18
 DO9232  DYNAMIC HEIGHT  -         35.164 (meters)      115.37  (feet) COMP
 DO9232  MODELED GRAVITY -    979,172.5   (mgal)                       NAVD 88
 DO9232
 DO9232  VERT ORDER      -  FIRST     CLASS II
 DO9232
 DO9232.The horizontal coordinates were established by autonomous hand held GPS
 DO9232.observations and have an estimated accuracy of +/- 10 meters.
 DO9232
 DO9232.The orthometric height was determined by differential leveling and
 DO9232.adjusted by the NATIONAL GEODETIC SURVEY
 DO9232.in December 2013.
 DO9232
 DO9232.No vertical observational check was made to the station.
 DO9232
 DO9232.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9232.GEOID18 height accuracy estimate available here.
 DO9232
 DO9232.Click photographs - Photos may exist for this station.
 DO9232
 DO9232.The dynamic height is computed by dividing the NAVD 88
 DO9232.geopotential number by the normal gravity value computed on the
 DO9232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9232.degrees latitude (g = 980.6199 gals.).
 DO9232
 DO9232.The modeled gravity was interpolated from observed gravity values.
 DO9232
 DO9232;                    North         East    Units  Estimated Accuracy
 DO9232;SPC FL W     -   391,698.      193,060.      MT  (+/- 10 meters HH2 GPS)
 DO9232
 DO9232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9461883154(NAD 83)
 DO9232
 DO9232                          SUPERSEDED SURVEY CONTROL
 DO9232
 DO9232.No superseded survey control is available for this station.
 DO9232
 DO9232_MARKER: DD = SURVEY DISK
 DO9232_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9232_STAMPING: 670750 B 2013
 DO9232_MARK LOGO: SWFWMD
 DO9232_PROJECTION: RECESSED
 DO9232_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9232_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9232+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2013
 DO9232_ROD/PIPE-DEPTH: 8.4 meters
 DO9232
 DO9232  HISTORY     - Date     Condition        Report By
 DO9232  HISTORY     - 20130130 MONUMENTED       FLDEP
 DO9232
 DO9232                          STATION DESCRIPTION
 DO9232
 DO9232'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9232'THE MARK IS ABOUT 6.2 MI (10.0 KM) WEST-SOUTHWEST OF MULBERRY, 2.8 MI
 DO9232'(4.5 KM) WEST-SOUTHWEST OF NICHOLS, 1.6 MI (2.6 KM) EAST OF KEYSVILLE,
 DO9232'IN SECTION 13, TOWNSHIP 30 SOUTH, RANGE 22 EAST.
 DO9232'
 DO9232'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND STATE
 DO9232'ROAD 37 IN MULBERRY, GO WEST ON STATE ROAD 60 FOR 1.55 MI (2.5 KM) TO
 DO9232'THE JUNCTION OF NICHOLS ROAD (COUNTY ROAD 676 WEST) ON THE LEFT.  TURN
 DO9232'LEFT ON NICHOLS ROAD AND GO WEST FOR 2.1 MI (3.4 KM) TO THE JUNCTION
 DO9232'OF ANDERSON ROAD ON THE LEFT. CONTINUE WEST ON NICHOLS ROAD FOR 3.6 MI
 DO9232'(5.8 KM) TO THE JUNCTION OF EDISON ROAD ON THE LEFT.  TURN LEFT ON
 DO9232'EDISON ROAD AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE Y-JUNCTION OF
 DO9232'SOUTH EDISON ROAD AND EDISON ROAD.  TURN LEFT ON EDISON ROAD AND GO
 DO9232'EAST FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT, THIS MARK IS SET IN
 DO9232'THE KEYSVILLE PARK 9390 EDISON ROAD, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DO9232'AT A DEPTH OF 27.6 FT (8.4 M) WITH AN ALUMINUM DISK ATTACHED AND
 DO9232'INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW THE
 DO9232'LEVEL OF THE GROUND AND LEVEL WITH EDISON ROAD.
 DO9232'
 DO9232'LOCATED 66.0 FT (20.1 M) WEST OF SURVEY MARK 670750 A, 41.6 FT (12.7
 DO9232'M) EAST-NORTHEAST OF WOODEN POWER POLE NUMBER 320483, 30.7 FT (9.4 M)
 DO9232'NORTH OF THE APPROXIMATE CENTERLINE OF EDISON ROAD, 1.2 FT (0.4 M)
 DO9232'NORTH OF A 3.0 FT (0.9 M) TALL WOODEN FENCE AND 0.7 FT (21 CM) NORTH
 DO9232'OF A CARSONITE WITNESS POST.
 DO9232'
 DO9232'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9170 ***********************************************************************
 DN9170  DESIGNATION -  670757 A
 DN9170  PID         -  DN9170
 DN9170  STATE/COUNTY-  FL/PASCO
 DN9170  COUNTRY     -  US
 DN9170  USGS QUAD   -  CLAY SINK (2018)
 DN9170
 DN9170                         *CURRENT SURVEY CONTROL
 DN9170  ______________________________________________________________________
 DN9170* NAD 83(1986) POSITION- 28 26 18.8    (N) 082 05 04.7    (W)   HD_HELD2
 DN9170* NAVD 88 ORTHO HEIGHT -    23.842 (meters)       78.22  (feet) ADJUSTED
 DN9170  ______________________________________________________________________
 DN9170  GEOID HEIGHT    -        -26.700 (meters)                     GEOID18
 DN9170  DYNAMIC HEIGHT  -         23.807 (meters)       78.11  (feet) COMP
 DN9170  MODELED GRAVITY -    979,200.3   (mgal)                       NAVD 88
 DN9170
 DN9170  VERT ORDER      -  SECOND    CLASS I
 DN9170
 DN9170.The horizontal coordinates were established by autonomous hand held GPS
 DN9170.observations and have an estimated accuracy of +/- 10 meters.
 DN9170
 DN9170.The orthometric height was determined by differential leveling and
 DN9170.adjusted by the NATIONAL GEODETIC SURVEY
 DN9170.in July 2012.
 DN9170
 DN9170.No vertical observational check was made to the station.
 DN9170
 DN9170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9170.GEOID18 height accuracy estimate available here.
 DN9170
 DN9170.Click photographs - Photos may exist for this station.
 DN9170
 DN9170.The dynamic height is computed by dividing the NAVD 88
 DN9170.geopotential number by the normal gravity value computed on the
 DN9170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9170.degrees latitude (g = 980.6199 gals.).
 DN9170
 DN9170.The modeled gravity was interpolated from observed gravity values.
 DN9170
 DN9170;                    North         East    Units  Estimated Accuracy
 DN9170;SPC FL W     -   454,811.      191,709.      MT  (+/- 10 meters HH2 GPS)
 DN9170
 DN9170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9378646263(NAD 83)
 DN9170
 DN9170                          SUPERSEDED SURVEY CONTROL
 DN9170
 DN9170.No superseded survey control is available for this station.
 DN9170
 DN9170_MARKER: DD = SURVEY DISK
 DN9170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9170_STAMPING: 670757 A 2008
 DN9170_MARK LOGO: SWFWMD
 DN9170_PROJECTION: FLUSH
 DN9170_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9170+STABILITY: SURFACE MOTION
 DN9170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9170+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2011
 DN9170
 DN9170  HISTORY     - Date     Condition        Report By
 DN9170  HISTORY     - 20081027 MONUMENTED       SWFWMD
 DN9170  HISTORY     - 20110420 GOOD             FLDEP
 DN9170
 DN9170                          STATION DESCRIPTION
 DN9170
 DN9170'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN9170'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTHEAST OF DADE CITY, 5.6 MI (9.0
 DN9170'KM) EAST-SOUTHEAST OF LACOOCHEE, 2.6 MI (4.2 KM) SOUTH-SOUTHWEST OF
 DN9170'CLAY SINK, IN SECTION 35, TOWNSHIP 23 SOUTH, RANGE 22 EAST.
 DN9170'
 DN9170'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 50 AND STATE
 DN9170'HIGHWAY 471 IN TARRYTOWN, GO SOUTH ON STATE HIGHWAY 471 FOR 9.0 MI
 DN9170'(14.5 KM) TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT WITH A LOCKED
 DN9170'GATE.  TURN RIGHT ON THE DIRT ROAD PASSING THROUGH THE LOCKED GATE AND
 DN9170'GO NORTHWESTERLY FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF A DIRT ROAD ON
 DN9170'THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO NORTH FOR APPROXIMATELY
 DN9170'200.0 FT (61.0 M) TO THE END OF THE ROAD AND THE MARK, SET IN THE TOP
 DN9170'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 0.2 FT (6 CM)
 DN9170'BELOW THE LEVEL OF THE DIRT ROAD.
 DN9170'
 DN9170'LOCATED 80.9 FT (24.7 M) NORTHEAST OF WATER MONITORING WELL NUMBER
 DN9170'714922, 46.0 FT (14.0 M) WEST OF A 18-INCH (46 CM) PINE TREE, 35.6 FT
 DN9170'(10.9 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD,
 DN9170'25.5 FT (7.8 M) SOUTH OF A 2.0 FT (0.6 M) DIAMETER OAK TREE AND 1.0 FT
 DN9170'(0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 DN9170'
 DN9170'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
 DN9170'
 DN9170'NOTE PERMISSION MUST BE GRANTED FROM THE SOUTHWEST FLORIDA WATER
 DN9170'MANAGEMENT DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9169 ***********************************************************************
 DN9169  DESIGNATION -  670757 B
 DN9169  PID         -  DN9169
 DN9169  STATE/COUNTY-  FL/PASCO
 DN9169  COUNTRY     -  US
 DN9169  USGS QUAD   -  CLAY SINK (2018)
 DN9169
 DN9169                         *CURRENT SURVEY CONTROL
 DN9169  ______________________________________________________________________
 DN9169* NAD 83(1986) POSITION- 28 26 17.15   (N) 082 05 04.75   (W)   HD_HELD1
 DN9169* NAVD 88 ORTHO HEIGHT -    23.914 (meters)       78.46  (feet) ADJUSTED
 DN9169  ______________________________________________________________________
 DN9169  GEOID HEIGHT    -        -26.699 (meters)                     GEOID18
 DN9169  DYNAMIC HEIGHT  -         23.879 (meters)       78.34  (feet) COMP
 DN9169  MODELED GRAVITY -    979,200.3   (mgal)                       NAVD 88
 DN9169
 DN9169  VERT ORDER      -  SECOND    CLASS I
 DN9169
 DN9169.The horizontal coordinates were determined by differentially corrected
 DN9169.hand held GPS observations or other comparable positioning techniques
 DN9169.and have an estimated accuracy of +/- 3 meters.
 DN9169
 DN9169.The orthometric height was determined by differential leveling and
 DN9169.adjusted by the NATIONAL GEODETIC SURVEY
 DN9169.in July 2012.
 DN9169
 DN9169.No vertical observational check was made to the station.
 DN9169
 DN9169.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9169.GEOID18 height accuracy estimate available here.
 DN9169
 DN9169.Click photographs - Photos may exist for this station.
 DN9169
 DN9169.The dynamic height is computed by dividing the NAVD 88
 DN9169.geopotential number by the normal gravity value computed on the
 DN9169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9169.degrees latitude (g = 980.6199 gals.).
 DN9169
 DN9169.The modeled gravity was interpolated from observed gravity values.
 DN9169
 DN9169;                    North         East    Units  Estimated Accuracy
 DN9169;SPC FL W     -   454,760.3     191,707.8     MT  (+/- 3 meters HH1 GPS) 
 DN9169
 DN9169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9378546212(NAD 83)
 DN9169
 DN9169                          SUPERSEDED SURVEY CONTROL
 DN9169
 DN9169.No superseded survey control is available for this station.
 DN9169
 DN9169_MARKER: DD = SURVEY DISK
 DN9169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9169_STAMPING: 670757 B 2008
 DN9169_MARK LOGO: SWFWMD
 DN9169_PROJECTION: FLUSH
 DN9169_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9169+STABILITY: SURFACE MOTION
 DN9169_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9169+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2011
 DN9169
 DN9169  HISTORY     - Date     Condition        Report By
 DN9169  HISTORY     - 20081027 MONUMENTED       SWFWMD
 DN9169  HISTORY     - 20110420 GOOD             FLDEP
 DN9169
 DN9169                          STATION DESCRIPTION
 DN9169
 DN9169'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN9169'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTHEAST OF DADE CITY, 5.7 MI (9.2
 DN9169'KM) EAST-SOUTHEAST OF LACOOCHEE, 2.6 MI (4.2 KM) SOUTH-SOUTHWEST OF
 DN9169'CLAY SINK, IN SECTION 35, TOWNSHIP 23 SOUTH, RANGE 22 EAST.
 DN9169'
 DN9169'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 50 AND STATE
 DN9169'HIGHWAY 471 IN TARRYTOWN, GO SOUTH ON STATE HIGHWAY 471 FOR 9.0 MI
 DN9169'(14.5 KM) TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT WITH A LOCKED
 DN9169'GATE.  TURN RIGHT ON THE DIRT ROAD PASSING THROUGH THE LOCKED GATE AND
 DN9169'GO NORTHWESTERLY FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF A DIRT ROAD ON
 DN9169'THE RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO NORTH FOR APPROXIMATELY
 DN9169'200.0 FT (61.0 M) TO THE END OF THE ROAD AND THE MARK, SET IN THE TOP
 DN9169'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 2.0 FT (0.6 M)
 DN9169'BELOW THE LEVEL OF THE DIRT ROAD.
 DN9169'
 DN9169'LOCATED 95.5 FT (29.1 M) SOUTH OF WATER MONITORING WELL NUMBER 714922,
 DN9169'84.3 FT (25.7 M) SOUTH OF WATER MONITORING WELL NUMBER 736736, 47.8 FT
 DN9169'(14.6 M) SOUTHEAST OF A 8-INCH (20 CM) GUM TREE AND 1.6 FT (0.5 M)
 DN9169'NORTH OF A CARSONITE WITNESS POST.
 DN9169'
 DN9169'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
 DN9169'
 DN9169'NOTE PERMISSION MUST BE GRANTED FROM THE SOUTHWEST FLORIDA WATER
 DN9169'MANAGEMENT DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3877 ***********************************************************************
 DP3877  DESIGNATION -  670785 A
 DP3877  PID         -  DP3877
 DP3877  STATE/COUNTY-  FL/HIGHLANDS
 DP3877  COUNTRY     -  US
 DP3877  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3877
 DP3877                         *CURRENT SURVEY CONTROL
 DP3877  ______________________________________________________________________
 DP3877* NAD 83(1986) POSITION- 27 30 09.8    (N) 081 25 10.6    (W)   HD_HELD2
 DP3877* NAVD 88 ORTHO HEIGHT -    39.255 (meters)      128.79  (feet) ADJUSTED
 DP3877  ______________________________________________________________________
 DP3877  GEOID HEIGHT    -        -25.913 (meters)                     GEOID18
 DP3877  DYNAMIC HEIGHT  -         39.195 (meters)      128.59  (feet) COMP
 DP3877  MODELED GRAVITY -    979,123.4   (mgal)                       NAVD 88
 DP3877
 DP3877  VERT ORDER      -  FIRST     CLASS II
 DP3877
 DP3877.The horizontal coordinates were established by autonomous hand held GPS
 DP3877.observations and have an estimated accuracy of +/- 10 meters.
 DP3877
 DP3877.The orthometric height was determined by differential leveling and
 DP3877.adjusted by the NATIONAL GEODETIC SURVEY
 DP3877.in February 2015.
 DP3877
 DP3877.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3877.GEOID18 height accuracy estimate available here.
 DP3877
 DP3877.Click photographs - Photos may exist for this station.
 DP3877
 DP3877.The dynamic height is computed by dividing the NAVD 88
 DP3877.geopotential number by the normal gravity value computed on the
 DP3877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3877.degrees latitude (g = 980.6199 gals.).
 DP3877
 DP3877.The modeled gravity was interpolated from observed gravity values.
 DP3877
 DP3877;                    North         East    Units  Estimated Accuracy
 DP3877;SPC FL E     -   351,176.      158,541.      MT  (+/- 10 meters HH2 GPS)
 DP3877
 DP3877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5855442188(NAD 83)
 DP3877
 DP3877                          SUPERSEDED SURVEY CONTROL
 DP3877
 DP3877.No superseded survey control is available for this station.
 DP3877
 DP3877_MARKER: DD = SURVEY DISK
 DP3877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP3877_STAMPING: 670785 A 2008
 DP3877_MARK LOGO: SWFWMD
 DP3877_PROJECTION: PROJECTING 5 CENTIMETERS
 DP3877_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP3877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3877+STABILITY: SURFACE MOTION
 DP3877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3877+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2022
 DP3877
 DP3877  HISTORY     - Date     Condition        Report By
 DP3877  HISTORY     - 20080331 MONUMENTED       SWFWMD
 DP3877  HISTORY     - 20130622 GOOD             FLDEP
 DP3877  HISTORY     - 20220708 GOOD             GEOCAC
 DP3877
 DP3877                          STATION DESCRIPTION
 DP3877
 DP3877'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3877'THE MARK IS ABOUT 11.0 MI (17.7 KM) WEST-NORTHWEST OF LORIDA, 8.3 MI
 DP3877'(13.4 KM) SOUTHEAST OF AVON PARK, 1.4 MI (2.3 KM) EAST-NORTHEAST OF
 DP3877'SEBRING, IN SECTION 21, TOWNSHIP 34 SOUTH, RANGE 29 EAST.  A KEY CAN
 DP3877'BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP3877'
 DP3877'TO REACH THE MARK FROM THE INTERSECTION OF SEBRING PARKWAY AND STATE
 DP3877'ROAD 17 (NORTH RIDGEWOOD DRIVE) IN SEBRING, GO NORTH ON NORTH
 DP3877'RIDGEWOOD DRIVE FOR 0.4 MI (0.6 KM) TO THE INTERSECTION OF SUNNILAND
 DP3877'DRIVE.  TURN RIGHT ON SUNNILAND DRIVE AND GO EAST FOR 0.3 MI (0.5 KM)
 DP3877'TO THE INTERSECTION OF MARTIN LUTHER KING JR BOULEVARD AND CEMETERY
 DP3877'ROAD.  CONTINUE EAST ON CEMETERY ROAD FOR 0.75 MI (1.2 KM) TO TE
 DP3877'INTERSECTION OF SCHOOL STREET.  TURN RIGHT ON SCHOOL STREET AND GO
 DP3877'SOUTH FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF AN ASPHALT DRIVEWAY ON
 DP3877'THE LEFT.  TURN LEFT ON THE ASPHALT DRIVEWAY AND GO EAST AND NORTHEAST
 DP3877'FOR ABOUT 350.0 FT (106.7 M) ALONG THE NORTH SIDE OF THE NORTHERNMOST
 DP3877'SCHOOL BOARD BUILDING TO A LOCKED CHAIN LINK FENCE GATE, ENTER THE
 DP3877'FENCE GATE AND GO EAST ALONG A GRASS TRAIL FOR ABOUT 150.0 FT (45.7 M)
 DP3877'TO A WELL SITE AND THE MARK INSIDE, SET IN THE TOP OF A 12-INCH (30
 DP3877'CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE
 DP3877'GRASS TRAIL.
 DP3877'
 DP3877'LOCATED 55.7 FT (17.0 M) WEST-SOUTHWEST OF SURVEY MARK 670785 B, 32.7
 DP3877'FT (10.0 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTER OF A FENCE GATE,
 DP3877'4.3 FT (1.3 M) NORTHEAST OF THE SOUTHWEST CHAIN LINK FENCE CORNER POST
 DP3877'AND 2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS POST.
 DP3877
 DP3877                          STATION RECOVERY (2022)
 DP3877
 DP3877'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3877'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3878 ***********************************************************************
 DP3878  DESIGNATION -  670785 B
 DP3878  PID         -  DP3878
 DP3878  STATE/COUNTY-  FL/HIGHLANDS
 DP3878  COUNTRY     -  US
 DP3878  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DP3878
 DP3878                         *CURRENT SURVEY CONTROL
 DP3878  ______________________________________________________________________
 DP3878* NAD 83(1986) POSITION- 27 30 09.9    (N) 081 25 10.1    (W)   HD_HELD2
 DP3878* NAVD 88 ORTHO HEIGHT -    38.603 (meters)      126.65  (feet) ADJUSTED
 DP3878  ______________________________________________________________________
 DP3878  GEOID HEIGHT    -        -25.913 (meters)                     GEOID18
 DP3878  DYNAMIC HEIGHT  -         38.544 (meters)      126.46  (feet) COMP
 DP3878  MODELED GRAVITY -    979,123.4   (mgal)                       NAVD 88
 DP3878
 DP3878  VERT ORDER      -  FIRST     CLASS II
 DP3878
 DP3878.The horizontal coordinates were established by autonomous hand held GPS
 DP3878.observations and have an estimated accuracy of +/- 10 meters.
 DP3878
 DP3878.The orthometric height was determined by differential leveling and
 DP3878.adjusted by the NATIONAL GEODETIC SURVEY
 DP3878.in February 2015.
 DP3878
 DP3878.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3878.GEOID18 height accuracy estimate available here.
 DP3878
 DP3878.Click photographs - Photos may exist for this station.
 DP3878
 DP3878.The dynamic height is computed by dividing the NAVD 88
 DP3878.geopotential number by the normal gravity value computed on the
 DP3878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3878.degrees latitude (g = 980.6199 gals.).
 DP3878
 DP3878.The modeled gravity was interpolated from observed gravity values.
 DP3878
 DP3878;                    North         East    Units  Estimated Accuracy
 DP3878;SPC FL E     -   351,179.      158,554.      MT  (+/- 10 meters HH2 GPS)
 DP3878
 DP3878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5856842191(NAD 83)
 DP3878
 DP3878                          SUPERSEDED SURVEY CONTROL
 DP3878
 DP3878.No superseded survey control is available for this station.
 DP3878
 DP3878_MARKER: DD = SURVEY DISK
 DP3878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP3878_STAMPING: 670785 B 2008
 DP3878_MARK LOGO: SWFWMD
 DP3878_PROJECTION: PROJECTING 5 CENTIMETERS
 DP3878_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP3878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3878+STABILITY: SURFACE MOTION
 DP3878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3878+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2022
 DP3878
 DP3878  HISTORY     - Date     Condition        Report By
 DP3878  HISTORY     - 20080331 MONUMENTED       SWFWMD
 DP3878  HISTORY     - 20130622 GOOD             FLDEP
 DP3878  HISTORY     - 20220708 GOOD             GEOCAC
 DP3878
 DP3878                          STATION DESCRIPTION
 DP3878
 DP3878'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3878'THE MARK IS ABOUT 11.0 MI (17.7 KM) WEST-NORTHWEST OF LORIDA, 8.3 MI
 DP3878'(13.4 KM) SOUTHEAST OF AVON PARK, 1.4 MI (2.3 KM) EAST-NORTHEAST OF
 DP3878'SEBRING, IN SECTION 21, TOWNSHIP 34 SOUTH, RANGE 29 EAST.  A KEY CAN
 DP3878'BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP3878'
 DP3878'TO REACH THE MARK FROM THE INTERSECTION OF SEBRING PARKWAY AND STATE
 DP3878'ROAD 17 (NORTH RIDGEWOOD DRIVE) IN SEBRING, GO NORTH ON NORTH
 DP3878'RIDGEWOOD DRIVE FOR 0.4 MI (0.6 KM) TO THE INTERSECTION OF SUNNILAND
 DP3878'DRIVE.  TURN RIGHT ON SUNNILAND DRIVE AND GO EAST FOR 0.3 MI (0.5 KM)
 DP3878'TO THE INTERSECTION OF MARTIN LUTHER KING JR BOULEVARD AND CEMETERY
 DP3878'ROAD.  CONTINUE EAST ON CEMETERY ROAD FOR 0.75 MI (1.2 KM) TO TE
 DP3878'INTERSECTION OF SCHOOL STREET.  TURN RIGHT ON SCHOOL STREET AND GO
 DP3878'SOUTH FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF AN ASPHALT DRIVEWAY ON
 DP3878'THE LEFT.  TURN LEFT ON THE ASPHALT DRIVEWAY AND GO EAST AND NORTHEAST
 DP3878'FOR ABOUT 350.0 FT (106.7 M) ALONG THE NORTH SIDE OF THE NORTHERNMOST
 DP3878'SCHOOL BOARD BUILDING TO A LOCKED CHAIN LINK FENCE GATE, ENTER THE
 DP3878'FENCE GATE AND GO EAST ALONG A GRASS TRAIL FOR ABOUT 150.0 FT (45.7 M)
 DP3878'TO A WELL SITE AND THE MARK INSIDE, SET IN THE TOP OF A 12-INCH (30
 DP3878'CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE
 DP3878'GRASS TRAIL.
 DP3878'
 DP3878'LOCATED 55.7 FT (17.0 M) EAST-NORTHEAST OF SURVEY MARK 670785 A, 25.7
 DP3878'FT (7.8 M) EAST OF THE APPROXIMATE CENTER OF A FENCE GATE, 3.8 FT (1.2
 DP3878'M) SOUTHWEST OF THE NORTHEAST CHAIN LINK FENCE CORNER POST AND 1.5 FT
 DP3878'(0.5 M) WEST OF A CARSONITE WITNESS POST.
 DP3878
 DP3878                          STATION RECOVERY (2022)
 DP3878
 DP3878'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3878'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE6236 ***********************************************************************
 AE6236  DESIGNATION -  675 20
 AE6236  PID         -  AE6236
 AE6236  STATE/COUNTY-  FL/BREVARD
 AE6236  COUNTRY     -  US
 AE6236  USGS QUAD   -  FELLSMERE SW (2018)
 AE6236
 AE6236                         *CURRENT SURVEY CONTROL
 AE6236  ______________________________________________________________________
 AE6236* NAD 83(1986) POSITION- 27 49 27.     (N) 080 37 52.     (W)   SCALED
 AE6236* NAVD 88 ORTHO HEIGHT -     6.862 (meters)       22.51  (feet) ADJUSTED
 AE6236  ______________________________________________________________________
 AE6236  GEOID HEIGHT    -        -27.709 (meters)                     GEOID18
 AE6236  DYNAMIC HEIGHT  -          6.852 (meters)       22.48  (feet) COMP
 AE6236  MODELED GRAVITY -    979,159.0   (mgal)                       NAVD 88
 AE6236
 AE6236  VERT ORDER      -  SECOND    CLASS I
 AE6236
 AE6236.The horizontal coordinates were scaled from a map and have
 AE6236.an estimated accuracy of +/- 6 seconds.
 AE6236
 AE6236.The orthometric height was determined by differential leveling and
 AE6236.adjusted by the NATIONAL GEODETIC SURVEY
 AE6236.in February 1998.
 AE6236
 AE6236.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE6236.GEOID18 height accuracy estimate available here.
 AE6236
 AE6236.Click photographs - Photos may exist for this station.
 AE6236
 AE6236.The dynamic height is computed by dividing the NAVD 88
 AE6236.geopotential number by the normal gravity value computed on the
 AE6236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE6236.degrees latitude (g = 980.6199 gals.).
 AE6236
 AE6236.The modeled gravity was interpolated from observed gravity values.
 AE6236
 AE6236;                    North         East    Units  Estimated Accuracy
 AE6236;SPC FL E     -   386,780.      236,340.      MT  (+/- 180 meters Scaled)
 AE6236
 AE6236_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL363777(NAD 83)
 AE6236
 AE6236                          SUPERSEDED SURVEY CONTROL
 AE6236
 AE6236.No superseded survey control is available for this station.
 AE6236
 AE6236_MARKER: DD = SURVEY DISK
 AE6236_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AE6236_STAMPING: BM 675-20
 AE6236_MARK LOGO: SJRWMD
 AE6236_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE6236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE6236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE6236+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1995
 AE6236
 AE6236  HISTORY     - Date     Condition        Report By
 AE6236  HISTORY     - UNK      MONUMENTED       SJRWMD
 AE6236  HISTORY     - 19950630 GOOD             FLDEP
 AE6236  HISTORY     - 20211028 MARK NOT FOUND   GEOCAC
 AE6236
 AE6236                          STATION DESCRIPTION
 AE6236
 AE6236'DESCRIBED BY FL DEPT OF ENV PRO 1995 (JLM)
 AE6236'THE MARK IS ABOUT 4.6 MI (7.4 KM) NORTHWEST OF FELLSMERE IN SECTION
 AE6236'33, TOWNSHIP 30 SOUTH, RANGE 37 EAST. TO REACH THE MARK FROM THE POST
 AE6236'OFFICE IN FELLSMERE, GO WEST ON COUNTY ROAD 512 FOR 0.35 MI (0.56 KM)
 AE6236'TO THE JUNCTION OF COUNTY ROAD 507 ON THE RIGHT, TURN RIGHT ON COUNTY
 AE6236'ROAD 507 (BROADWAY STREET) AND GO NORTH FOR 0.4 MI (0.6 KM) TO A 90
 AE6236'DEGREE TURN WEST (SOUTH CAROLINE AVENUE), TURN LEFT ON COUNTY ROAD 507
 AE6236'AND GO WEST FOR 0.4 MI (0.6 KM) TO A 90 DEGREE TURN NORTH (138TH
 AE6236'AVENUE), TURN RIGHT ON COUNTY ROAD 507 AND GO NORTH FOR 3.4 MI (5.5
 AE6236'KM) TO THE INTERSECTION OF CANAL 54, CONTINUE NORTH ON COUNTY ROAD 507
 AE6236'FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF A GRADED ROAD ON THE NORTH
 AE6236'SIDE OF CANAL 54, TURN LEFT ON THE GRADED ROAD PASSING THROUGH A
 AE6236'LOCKED GATE AND GO WEST FOR 1.45 MI (2.33 KM) TO THE MARK ON THE LEFT,
 AE6236'A SJRWMD ALUMINUM DISK SET ON THE TOP OF A COPPER COATED STEEL ROD
 AE6236'SURROUNDED BY AN 8-INCH STOVE PIPE FILLED WITH CONCRETE SET 0.6 FT
 AE6236'(18.3 CM) BELOW THE LEVEL OF THE GROUND AT THE TOP OF THE SPOIL BANK.
 AE6236'LOCATED ABOUT 213.0 FT (64.9 M) SOUTH OF THE CENTER OF A METAL GATE,
 AE6236'1.0 FT (0.3 M) EAST OF A WOODEN POST AND 1.0 FT (0.3 M) WEST OF A
 AE6236'WOODEN POST. NOTE FOR KEY CONTACT TOMMY WATERS, ST.  JOHN WATER
 AE6236'MANAGEMENT DISTRICT, PALATKA, FL.  PHONE NUMBER (904) 329-4277
 AE6236
 AE6236                          STATION RECOVERY (2021)
 AE6236
 AE6236'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AE6236'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ3268 ***********************************************************************
 AJ3268  DESIGNATION -  68 1
 AJ3268  PID         -  AJ3268
 AJ3268  STATE/COUNTY-  FL/OKEECHOBEE
 AJ3268  COUNTRY     -  US
 AJ3268  USGS QUAD   -  TAYLOR CREEK NE (2018)
 AJ3268
 AJ3268                         *CURRENT SURVEY CONTROL
 AJ3268  ______________________________________________________________________
 AJ3268* NAD 83(1986) POSITION- 27 26 58.3    (N) 080 47 10.5    (W)   HD_HELD2
 AJ3268* NAVD 88 ORTHO HEIGHT -    19.600 (meters)       64.30  (feet) ADJUSTED
 AJ3268  ______________________________________________________________________
 AJ3268  GEOID HEIGHT    -        -26.726 (meters)                     GEOID18
 AJ3268  DYNAMIC HEIGHT  -         19.570 (meters)       64.21  (feet) COMP
 AJ3268  MODELED GRAVITY -    979,139.5   (mgal)                       NAVD 88
 AJ3268
 AJ3268  VERT ORDER      -  SECOND    CLASS I
 AJ3268
 AJ3268.The horizontal coordinates were established by autonomous hand held GPS
 AJ3268.observations and have an estimated accuracy of +/- 10 meters.
 AJ3268
 AJ3268.The orthometric height was determined by differential leveling and
 AJ3268.adjusted by the NATIONAL GEODETIC SURVEY
 AJ3268.in October 2001.
 AJ3268
 AJ3268.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ3268.GEOID18 height accuracy estimate available here.
 AJ3268
 AJ3268.Click photographs - Photos may exist for this station.
 AJ3268
 AJ3268.The dynamic height is computed by dividing the NAVD 88
 AJ3268.geopotential number by the normal gravity value computed on the
 AJ3268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3268.degrees latitude (g = 980.6199 gals.).
 AJ3268
 AJ3268.The modeled gravity was interpolated from observed gravity values.
 AJ3268
 AJ3268;                    North         East    Units  Estimated Accuracy
 AJ3268;SPC FL E     -   345,230.      221,130.      MT  (+/- 10 meters HH2 GPS)
 AJ3268
 AJ3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL2112236244(NAD 83)
 AJ3268
 AJ3268                          SUPERSEDED SURVEY CONTROL
 AJ3268
 AJ3268.No superseded survey control is available for this station.
 AJ3268
 AJ3268_MARKER: DD = SURVEY DISK
 AJ3268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ3268_SP_SET: BRIDGE GUARDRAIL
 AJ3268_STAMPING: SFWMD 68-1
 AJ3268_MARK LOGO: FLDT
 AJ3268_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3268+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2021
 AJ3268
 AJ3268  HISTORY     - Date     Condition        Report By
 AJ3268  HISTORY     - UNK      MONUMENTED       FLDT
 AJ3268  HISTORY     - 19990915 GOOD             FLDEP
 AJ3268  HISTORY     - 20210711 GOOD             GEOCAC
 AJ3268
 AJ3268                          STATION DESCRIPTION
 AJ3268
 AJ3268'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ3268'THE MARK IS ABOUT 27.75 MI (44.66 KM) WEST OF FT PIERCE, 5.75 MI (9.25
 AJ3268'KM) NORTHEAST OF OKEECHOBEE, ON THE SOUTH RIGHT-OF-WAY OF COUNTY ROAD
 AJ3268'68 (ORANGE AVENUE), IN SECTION 12, TOWNSHIP 35 SOUTH, RANGE 35 EAST.
 AJ3268'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 AND COUNTY
 AJ3268'ROAD 68 NEAR FORT DRUM, GO EAST ON COUNTY ROAD 68 FOR 1.45 MI (2.33
 AJ3268'KM) TO THE MARK ON THE RIGHT, SET IN TOP OF THE SOUTHEAST GUARDRAIL OF
 AJ3268'A 30.0 FT (9.1 M) LONG BRIDGE, 2.4 FT (0.7 M) ABOVE THE LEVEL OF
 AJ3268'COUNTY ROAD 68. LOCATED 65.8 FT (20.1 M) WEST-SOUTHWEST OF THE EAST
 AJ3268'END A METAL GUARDRAIL, 21.8 FT (6.6 M) SOUTH-SOUTHEAST OF THE
 AJ3268'CENTERLINE OF COUNTY ROAD 68 AND 2.0 FT (0.6 M) WEST-SOUTHWEST OF THE
 AJ3268'EAST END OF BRIDGE THE RAIL.
 AJ3268
 AJ3268                          STATION RECOVERY (2021)
 AJ3268
 AJ3268'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AJ3268'COUNTY ROAD 68 IN OKEECHOBEE COUNTY IS KNOWN AS NORTHEAST 224TH
 AJ3268'STREET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ3267 ***********************************************************************
 AJ3267  DESIGNATION -  68 2
 AJ3267  PID         -  AJ3267
 AJ3267  STATE/COUNTY-  FL/OKEECHOBEE
 AJ3267  COUNTRY     -  US
 AJ3267  USGS QUAD   -  TAYLOR CREEK NE (2018)
 AJ3267
 AJ3267                         *CURRENT SURVEY CONTROL
 AJ3267  ______________________________________________________________________
 AJ3267* NAD 83(1986) POSITION- 27 26 57.1    (N) 080 46 30.2    (W)   HD_HELD2
 AJ3267* NAVD 88 ORTHO HEIGHT -    18.858 (meters)       61.87  (feet) ADJUSTED
 AJ3267  ______________________________________________________________________
 AJ3267  GEOID HEIGHT    -        -26.755 (meters)                     GEOID18
 AJ3267  DYNAMIC HEIGHT  -         18.830 (meters)       61.78  (feet) COMP
 AJ3267  MODELED GRAVITY -    979,138.6   (mgal)                       NAVD 88
 AJ3267
 AJ3267  VERT ORDER      -  SECOND    CLASS I
 AJ3267
 AJ3267.The horizontal coordinates were established by autonomous hand held GPS
 AJ3267.observations and have an estimated accuracy of +/- 10 meters.
 AJ3267
 AJ3267.The orthometric height was determined by differential leveling and
 AJ3267.adjusted by the NATIONAL GEODETIC SURVEY
 AJ3267.in October 2001.
 AJ3267
 AJ3267.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ3267.GEOID18 height accuracy estimate available here.
 AJ3267
 AJ3267.Click photographs - Photos may exist for this station.
 AJ3267
 AJ3267.The dynamic height is computed by dividing the NAVD 88
 AJ3267.geopotential number by the normal gravity value computed on the
 AJ3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ3267.degrees latitude (g = 980.6199 gals.).
 AJ3267
 AJ3267.The modeled gravity was interpolated from observed gravity values.
 AJ3267
 AJ3267;                    North         East    Units  Estimated Accuracy
 AJ3267;SPC FL E     -   345,195.      222,236.      MT  (+/- 10 meters HH2 GPS)
 AJ3267
 AJ3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL2222836209(NAD 83)
 AJ3267
 AJ3267                          SUPERSEDED SURVEY CONTROL
 AJ3267
 AJ3267.No superseded survey control is available for this station.
 AJ3267
 AJ3267_MARKER: DD = SURVEY DISK
 AJ3267_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AJ3267_SP_SET: BRIDGE GUARDRAIL
 AJ3267_STAMPING: SFWMD 68-2
 AJ3267_MARK LOGO: FLDT
 AJ3267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ3267_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ3267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ3267+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2021
 AJ3267
 AJ3267  HISTORY     - Date     Condition        Report By
 AJ3267  HISTORY     - UNK      MONUMENTED       FLDT
 AJ3267  HISTORY     - 19990915 GOOD             FLDEP
 AJ3267  HISTORY     - 20210711 GOOD             GEOCAC
 AJ3267
 AJ3267                          STATION DESCRIPTION
 AJ3267
 AJ3267'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ3267'THE MARK IS ABOUT 27.75 MI (44.66 KM) WEST OF FT PIERCE, 5.75 MI (9.25
 AJ3267'KM) NORTHEAST OF OKEECHOBEE, ON THE SOUTH RIGHT-OF-WAY OF COUNTY ROAD
 AJ3267'68 (ORANGE AVENUE), IN SECTION 7, TOWNSHIP 35 SOUTH, RANGE 36 EAST, TO
 AJ3267'REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 441 AND COUNTY ROAD
 AJ3267'68 NEAR FORT DRUM, GO EAST ON COUNTY ROAD 68 FOR 2.15 MI (3.46 KM) TO
 AJ3267'THE MARK ON THE RIGHT, SET IN THE SOUTHEAST CORNER GUARDRAIL OF BRIDGE
 AJ3267'NUMBER 910075 (A 106.0 FT (32.3 M) LONG BRIDGE) 2.5 FT (0.8 M) ABOVE
 AJ3267'THE LEVEL OF COUNTY ROAD 68. LOCATED 65.8 FT (20.1 M) WEST OF THE EAST
 AJ3267'END OF THE GUARDRAIL, 21.8 FT (6.6 M) SOUTH OF THE CENTERLINE OF
 AJ3267'COUNTY ROAD 68 AND 1.7 FT (0.5 M) WEST OF THE EAST END OF THE
 AJ3267'GUARDRAIL.
 AJ3267
 AJ3267                          STATION RECOVERY (2021)
 AJ3267
 AJ3267'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AJ3267'COUNTY ROAD 68 IN OKEECHOBEE COUNTY IS KNOWN AS NORTHEAST 224TH
 AJ3267'STREET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI3206 ***********************************************************************
 AI3206  DESIGNATION -  68 GAF
 AI3206  PID         -  AI3206
 AI3206  STATE/COUNTY-  FL/BAKER
 AI3206  COUNTRY     -  US
 AI3206  USGS QUAD   -  EDDY (2018)
 AI3206
 AI3206                         *CURRENT SURVEY CONTROL
 AI3206  ______________________________________________________________________
 AI3206* NAD 83(1986) POSITION- 30 30 30.27   (N) 082 19 21.22   (W)   HD_HELD1
 AI3206* NAVD 88 ORTHO HEIGHT -    36.930 (meters)      121.16  (feet) ADJUSTED
 AI3206  ______________________________________________________________________
 AI3206  GEOID HEIGHT    -        -28.323 (meters)                     GEOID18
 AI3206  DYNAMIC HEIGHT  -         36.882 (meters)      121.00  (feet) COMP
 AI3206  MODELED GRAVITY -    979,347.2   (mgal)                       NAVD 88
 AI3206
 AI3206  VERT ORDER      -  SECOND    CLASS I
 AI3206
 AI3206.The horizontal coordinates were determined by differentially corrected
 AI3206.hand held GPS observations or other comparable positioning techniques
 AI3206.and have an estimated accuracy of +/- 3 meters.
 AI3206
 AI3206.The orthometric height was determined by differential leveling and
 AI3206.adjusted by the NATIONAL GEODETIC SURVEY
 AI3206.in May 2001.
 AI3206
 AI3206.No vertical observational check was made to the station.
 AI3206
 AI3206.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3206.GEOID18 height accuracy estimate available here.
 AI3206
 AI3206.Click photographs - Photos may exist for this station.
 AI3206
 AI3206.The dynamic height is computed by dividing the NAVD 88
 AI3206.geopotential number by the normal gravity value computed on the
 AI3206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3206.degrees latitude (g = 980.6199 gals.).
 AI3206
 AI3206.The modeled gravity was interpolated from observed gravity values.
 AI3206
 AI3206;                    North         East    Units  Estimated Accuracy
 AI3206;SPC FL N     -   169,200.8     808,994.0     MT  (+/- 3 meters HH1 GPS) 
 AI3206
 AI3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP7309175866(NAD 83)
 AI3206
 AI3206                          SUPERSEDED SURVEY CONTROL
 AI3206
 AI3206.No superseded survey control is available for this station.
 AI3206
 AI3206_MARKER: DB = BENCH MARK DISK
 AI3206_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AI3206_STAMPING: 68 GAF 1954
 AI3206_MARK LOGO: USGS
 AI3206_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3206_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3206+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1992
 AI3206
 AI3206  HISTORY     - Date     Condition        Report By
 AI3206  HISTORY     - 1954     MONUMENTED       USGS
 AI3206  HISTORY     - 19920207 GOOD             FLDNR
 AI3206
 AI3206                          STATION DESCRIPTION
 AI3206
 AI3206'DESCRIBED BY FL DEPT OF NAT RES 1992 (VAC)
 AI3206'THE MARK IS ABOUT 5.2 MI (8.4 KM) NORTH OF TAYLOR IN SECTION 8, T 1 N,
 AI3206'R 20 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD S-250 AND
 AI3206'STATE ROAD 125 IN TAYLOR, GO NORTH ON STATE ROAD S-250 FOR 0.75 MI
 AI3206'(1.21 KM) TO THE END OF THE PAVEMENT, CONTINUE NORTHERLY FOR 0.45 MI
 AI3206'(0.72 KM) TO A FORK IN THE ROAD, BEAR LEFT AT THE FORK EDDY ROAD AND
 AI3206'GO NORTHERLY FOR 1.2 MI (1.9 KM) TO ANOTHER FORK IN THE ROAD, CONTINUE
 AI3206'STRAIGHT AHEAD ON EDDY ROAD FOR 1.25 MI (2.01 KM) AND A SAND ROAD
 AI3206'RIGHT, CONTINUE NORTHWESTERLY ON EDDY ROAD FOR 0.2 MI (0.3 KM) TO A
 AI3206'SAND ROAD LEFT, CONTINUE NORTWESTERLY ON EDDY ROAD FOR 0.65 MI (1.05
 AI3206'KM) TO A SAND ROAD RIGHT, CONTINUE NORTHWESTERLY ON EDDY ROAD FOR 0.55
 AI3206'MI (0.89 KM) TO A SMALL CREEK CROSSING UNDER EDDY ROAD, CONTINUE
 AI3206'NORTHWESTERLY FOR 0.05 MI (0.08 KM) AND THE MARK ON THE LEFT. LOCATED
 AI3206'82.0 FT (25.0 M) NORTHWEST OF THE CENTERLINE OF A DIM TRACKED ROAD
 AI3206'WITH A METAL GATE, 47.0 FT (14.3 M) WEST OF THE CENTERLINE OF EDDY
 AI3206'ROAD AND 0.6 FT (18.3 CM) EAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH2087 ***********************************************************************
 AH2087  DESIGNATION -  682
 AH2087  PID         -  AH2087
 AH2087  STATE/COUNTY-  FL/COLLIER
 AH2087  COUNTRY     -  US
 AH2087  USGS QUAD   -  DEEP LAKE (2018)
 AH2087
 AH2087                         *CURRENT SURVEY CONTROL
 AH2087  ______________________________________________________________________
 AH2087* NAD 83(1986) POSITION- 26 05 49.     (N) 081 20 40.     (W)   SCALED
 AH2087* NAVD 88 ORTHO HEIGHT -     3.761 (meters)       12.34  (feet) ADJUSTED
 AH2087  ______________________________________________________________________
 AH2087  GEOID HEIGHT    -        -24.172 (meters)                     GEOID18
 AH2087  DYNAMIC HEIGHT  -          3.755 (meters)       12.32  (feet) COMP
 AH2087  MODELED GRAVITY -    979,030.9   (mgal)                       NAVD 88
 AH2087
 AH2087  VERT ORDER      -  SECOND    CLASS II
 AH2087
 AH2087.The horizontal coordinates were scaled from a map and have
 AH2087.an estimated accuracy of +/- 6 seconds.
 AH2087
 AH2087.The orthometric height was determined by differential leveling and
 AH2087.adjusted by the NATIONAL GEODETIC SURVEY
 AH2087.in December 2001.
 AH2087
 AH2087.No vertical observational check was made to the station.
 AH2087
 AH2087.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH2087.GEOID18 height accuracy estimate available here.
 AH2087
 AH2087.Click photographs - Photos may exist for this station.
 AH2087
 AH2087.The dynamic height is computed by dividing the NAVD 88
 AH2087.geopotential number by the normal gravity value computed on the
 AH2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2087.degrees latitude (g = 980.6199 gals.).
 AH2087
 AH2087.The modeled gravity was interpolated from observed gravity values.
 AH2087
 AH2087;                    North         East    Units  Estimated Accuracy
 AH2087;SPC FL E     -   195,400.      165,550.      MT  (+/- 180 meters Scaled)
 AH2087
 AH2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ655864(NAD 83)
 AH2087
 AH2087                          SUPERSEDED SURVEY CONTROL
 AH2087
 AH2087.No superseded survey control is available for this station.
 AH2087
 AH2087_MARKER: DD = SURVEY DISK
 AH2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AH2087_STAMPING: BM 682
 AH2087_MARK LOGO: FLDT
 AH2087_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AH2087+STABILITY: SURFACE MOTION
 AH2087
 AH2087  HISTORY     - Date     Condition        Report By
 AH2087  HISTORY     - 1990     MONUMENTED       FLDT
 AH2087  HISTORY     - 20140624 MARK NOT FOUND   FL-021
 AH2087
 AH2087                          STATION DESCRIPTION
 AH2087
 AH2087'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990 (CDM)
 AH2087'STATION IS LOCATED APPROXIMATELY 27.0 MILES (43.5 KM) EAST OF NAPLES,
 AH2087'IS ON THE EAST SIDE OF STATE ROAD 29. TO REACH STATION FROM THE WEST
 AH2087'TOLL BOOTH ON INTERSTATE HIGHWAY 75 (ALLIGATOR ALLEY), PROCEED EAST
 AH2087'19.6 MILES (31.5 KM) TO THE INTERSTATE HIGHWAY 75 AND STATE ROAD 29
 AH2087'OVERPASS, PROCEED SOUTH 4 MILES (6.4 KM) ALONG STATE ROAD 29 TO
 AH2087'STATION. STATION IS ON THE EAST SIDE OF STATE ROAD 29.
 AH2087
 AH2087                          STATION RECOVERY (2014)
 AH2087
 AH2087'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AH2087'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AE7458 ***********************************************************************
 AE7458  SACS        -  This is a Secondary Airport Control Station.
 AE7458  DESIGNATION -  68J A
 AE7458  PID         -  AE7458
 AE7458  STATE/COUNTY-  FL/LEON
 AE7458  COUNTRY     -  US
 AE7458  USGS QUAD   -  LAKE JACKSON (2018)
 AE7458
 AE7458                         *CURRENT SURVEY CONTROL
 AE7458  ______________________________________________________________________
 AE7458* NAD 83(2011) POSITION- 30 32 49.02947(N) 084 22 28.32938(W)   ADJUSTED
 AE7458* NAD 83(2011) ELLIP HT-    18.601 (meters)        (06/27/12)   ADJUSTED
 AE7458* NAD 83(2011) EPOCH   -  2010.00
 AE7458* NAVD 88 ORTHO HEIGHT -    46.334 (meters)      152.01  (feet) ADJUSTED
 AE7458  ______________________________________________________________________
 AE7458  GEOID HEIGHT    -        -27.747 (meters)                     GEOID18
 AE7458  NAD 83(2011) X  -    538,913.705 (meters)                     COMP
 AE7458  NAD 83(2011) Y  - -5,471,228.380 (meters)                     COMP
 AE7458  NAD 83(2011) Z  -  3,222,747.895 (meters)                     COMP
 AE7458  LAPLACE CORR    -         -0.48  (seconds)                    DEFLEC18
 AE7458  DYNAMIC HEIGHT  -         46.274 (meters)      151.82  (feet) COMP
 AE7458  MODELED GRAVITY -    979,345.6   (mgal)                       NAVD 88
 AE7458
 AE7458  VERT ORDER      -  SECOND    CLASS I
 AE7458
 AE7458  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AE7458  Standards:
 AE7458         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AE7458            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AE7458  -------------------------------------------------------------------
 AE7458  NETWORK    0.40   1.00           0.17   0.16   0.51     -0.01220421
 AE7458  -------------------------------------------------------------------
 AE7458  Click here for local accuracies and other accuracy information.
 AE7458
 AE7458.This mark is at Tallahassee (COMMERCL) Airport (68J)
 AE7458
 AE7458.The horizontal coordinates were established by GPS observations
 AE7458.and adjusted by the National Geodetic Survey in June 2012.
 AE7458
 AE7458.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AE7458.been affixed to the stable North American tectonic plate. See 
 AE7458.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AE7458
 AE7458.The horizontal coordinates are valid at the epoch date displayed above
 AE7458.which is a decimal equivalence of Year/Month/Day.
 AE7458
 AE7458.The orthometric height was determined by differential leveling and
 AE7458.adjusted by the NATIONAL GEODETIC SURVEY
 AE7458.in October 2012.
 AE7458
 AE7458.Significant digits in the geoid height do not necessarily reflect accuracy.
 AE7458.GEOID18 height accuracy estimate available here.
 AE7458
 AE7458.Click photographs - Photos may exist for this station.
 AE7458
 AE7458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE7458
 AE7458.The Laplace correction was computed from DEFLEC18 derived deflections.
 AE7458
 AE7458.The ellipsoidal height was determined by GPS observations
 AE7458.and is referenced to NAD 83.
 AE7458
 AE7458.The dynamic height is computed by dividing the NAVD 88
 AE7458.geopotential number by the normal gravity value computed on the
 AE7458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE7458.degrees latitude (g = 980.6199 gals.).
 AE7458
 AE7458.The modeled gravity was interpolated from observed gravity values.
 AE7458
 AE7458. The following values were computed from the NAD 83(2011) position.
 AE7458
 AE7458;                    North         East     Units Scale Factor Converg.
 AE7458;SPC FL N     -   171,484.605   612,038.266   MT  0.99997031   +0 03 47.0
 AE7458;SPC FL N     -   562,612.41  2,007,995.54   sFT  0.99997031   +0 03 47.0
 AE7458;UTM  16      - 3,382,328.803   751,862.742   MT  1.00038262   +1 20 06.3
 AE7458
 AE7458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE7458!SPC FL N     -   0.99999708  x   0.99997031  =   0.99996739
 AE7458!UTM  16      -   0.99999708  x   1.00038262  =   1.00037970
 AE7458
 AE7458:                Primary Azimuth Mark                     Grid Az
 AE7458:SPC FL N     -  TALLPORT                                 344 35 52.2
 AE7458:UTM  16      -  TALLPORT                                 343 19 32.9
 AE7458
 AE7458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RGU5186282328(NAD 83)
 AE7458
 AE7458|---------------------------------------------------------------------|
 AE7458| PID    Reference Object                     Distance      Geod. Az  |
 AE7458|                                                           dddmmss.s |
 AE7458| BE3946 TALLPORT                            433.250 METERS 3443939.2 |
 AE7458|---------------------------------------------------------------------|
 AE7458
 AE7458                          SUPERSEDED SURVEY CONTROL
 AE7458
 AE7458  NAD 83(2007)-  30 32 49.02942(N)    084 22 28.33005(W) AD(2002.00) 0
 AE7458  ELLIP H (02/10/07)   18.617  (m)                       GP(2002.00)    
 AE7458  NAD 83(1999)-  30 32 49.02959(N)    084 22 28.33016(W) AD(       ) 1
 AE7458  ELLIP H (01/16/02)   18.644  (m)                       GP(       ) 4 2
 AE7458  NAD 83(1990)-  30 32 49.02886(N)    084 22 28.32952(W) AD(       ) 1
 AE7458  ELLIP H (03/12/98)   18.751  (m)                       GP(       ) 4 2
 AE7458  NAVD 88 (03/12/98)   46.37   (m)  GEOID96  model used  GPS OBS        
 AE7458
 AE7458.Superseded values are not recommended for survey control.
 AE7458
 AE7458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE7458.See file dsdata.pdf to determine how the superseded data were derived.
 AE7458
 AE7458_MARKER: DD = SURVEY DISK
 AE7458_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AE7458_STAMPING: 68J A 1995
 AE7458_MARK LOGO: NGS
 AE7458_PROJECTION: FLUSH
 AE7458_MAGNETIC: N = NO MAGNETIC MATERIAL
 AE7458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE7458+STABILITY: SURFACE MOTION
 AE7458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE7458+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2009
 AE7458_ROD/PIPE-DEPTH: 1 meters
 AE7458
 AE7458  HISTORY     - Date     Condition        Report By
 AE7458  HISTORY     - 1995     MONUMENTED       NGS
 AE7458  HISTORY     - 20091008 GOOD             FLDEP
 AE7458
 AE7458                          STATION DESCRIPTION
 AE7458
 AE7458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 AE7458'THE STATION IS LOCATED ABOUT 9.6 MI (15.4 KM) NORTHWEST OF
 AE7458'TALLAHASSEE, 5.3 MI (8.5 KM) SOUTH SOUTHEAST OF HAVANA AND AT THE
 AE7458'TALLAHASSEE COMMERCIAL AIRPORT.  OWNERSHIP--J.W.  HINSON JR., ROUTE 9
 AE7458'BOX 60, TALLAHASSEE FL 32303, PHONE (904) 562-1945.  NOTE--PERMISSION
 AE7458'MUST BE OBTAINED BEFORE ENTERING AIRPORT.  TO REACH THE STATION FROM
 AE7458'THE JUNCTION OF U.S.  HIGHWAY 27 AND INTERSTATE HIGHWAY 10 (EXIT 29)
 AE7458'ON THE NORTH SIDE OF TALLAHASSEE, GO NORTHWEST ON US HIGHWAY 27
 AE7458'(MONROE STREET) FOR 4.75 MI (7.64 KM) TO A PAVED INTERSECTION, OLD
 AE7458'BRAINBRIDGE RD ON THE RIGHT AND STATE HIGHWAY 263 ON THE LEFT,
 AE7458'CONTINUE AHEAD AND GO NORTHWEST ON U.S.  HIGHWAY 27 FOR 1.35 MI (2.17
 AE7458'KM) TO THE AIRPORT OFFICE ON THE RIGHT, CONTINUE AHEAD AND GO
 AE7458'NORTHWEST ON U.S.  HIGHWAY 27 FOR 0.1 MI (0.2 KM) TO A GRAVEL ROAD ON
 AE7458'THE RIGHT, TURN RIGHT AND GO NORTHEASTERLY ON THE GRAVEL ROAD THEN
 AE7458'ACROSS THE GRASS FOR 0.1 MI (0.2 KM) PASSING TO THE NORTHWEST OF A
 AE7458'BLUE METAL HANGER TO THE NORTH CORNER OF THE HANGER, BEAR LEFT AND GO
 AE7458'NORTH NORTHWEST ACROSS THE GRASS FOR ABOUT 219 FT (66.8 M) TO THE
 AE7458'STATION.  THE STATION IS A 1 M (3.3 FT) FENO MARK WITH A LOGO CAP,
 AE7458'222.0 FT (67.7 M) NORTH NORTHEAST OF THE NORTH CORNER OF THE HANGER,
 AE7458'106.1 FT (32.3 M) WEST SOUTHWEST OF THE RUNWAY CENTER, 77.5 FT (23.6
 AE7458'M) SOUTHEAST OF A 18 CM PINE TREE, 41.3 FT (12.6 M) SOUTHEAST OF A
 AE7458'METAL WITNESS POST AND 31.7 FT (9.7 M) WEST SOUTHWEST OF THE NORTHWEST
 AE7458'CORNER OF THE AIRPLANE TURNAROUND PAVEMENT.  THIS IS A SECONDARY
 AE7458'AIRPORT CONTROL STATION.  DRL.
 AE7458
 AE7458                          STATION RECOVERY (2009)
 AE7458
 AE7458'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AE7458'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI3204 ***********************************************************************
 AI3204  DESIGNATION -  69 GAF
 AI3204  PID         -  AI3204
 AI3204  STATE/COUNTY-  FL/BAKER
 AI3204  COUNTRY     -  US
 AI3204  USGS QUAD   -  TAYLOR (2018)
 AI3204
 AI3204                         *CURRENT SURVEY CONTROL
 AI3204  ______________________________________________________________________
 AI3204* NAD 83(1986) POSITION- 30 28 57.87   (N) 082 18 33.49   (W)   HD_HELD1
 AI3204* NAVD 88 ORTHO HEIGHT -    37.041 (meters)      121.53  (feet) ADJUSTED
 AI3204  ______________________________________________________________________
 AI3204  GEOID HEIGHT    -        -28.323 (meters)                     GEOID18
 AI3204  DYNAMIC HEIGHT  -         36.993 (meters)      121.37  (feet) COMP
 AI3204  MODELED GRAVITY -    979,347.2   (mgal)                       NAVD 88
 AI3204
 AI3204  VERT ORDER      -  SECOND    CLASS I
 AI3204
 AI3204.The horizontal coordinates were determined by differentially corrected
 AI3204.hand held GPS observations or other comparable positioning techniques
 AI3204.and have an estimated accuracy of +/- 3 meters.
 AI3204
 AI3204.The orthometric height was determined by differential leveling and
 AI3204.adjusted by the NATIONAL GEODETIC SURVEY
 AI3204.in May 2001.
 AI3204
 AI3204.No vertical observational check was made to the station.
 AI3204
 AI3204.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3204.GEOID18 height accuracy estimate available here.
 AI3204
 AI3204.Click photographs - Photos may exist for this station.
 AI3204
 AI3204.The dynamic height is computed by dividing the NAVD 88
 AI3204.geopotential number by the normal gravity value computed on the
 AI3204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3204.degrees latitude (g = 980.6199 gals.).
 AI3204
 AI3204.The modeled gravity was interpolated from observed gravity values.
 AI3204
 AI3204;                    North         East    Units  Estimated Accuracy
 AI3204;SPC FL N     -   166,380.3     810,321.1     MT  (+/- 3 meters HH1 GPS) 
 AI3204
 AI3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLP7433173007(NAD 83)
 AI3204
 AI3204                          SUPERSEDED SURVEY CONTROL
 AI3204
 AI3204.No superseded survey control is available for this station.
 AI3204
 AI3204_MARKER: DB = BENCH MARK DISK
 AI3204_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AI3204_STAMPING: 69 GAF 1954
 AI3204_MARK LOGO: USGS
 AI3204_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3204+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1992
 AI3204
 AI3204  HISTORY     - Date     Condition        Report By
 AI3204  HISTORY     - 1954     MONUMENTED       USGS
 AI3204  HISTORY     - 19920207 GOOD             FLDNR
 AI3204
 AI3204                          STATION DESCRIPTION
 AI3204
 AI3204'DESCRIBED BY FL DEPT OF NAT RES 1992 (VAC)
 AI3204'THE MARK IS ABOUT 3.8  MI (6.1 KM) NORTH OF TAYLOR IN SECTION 21, T 1
 AI3204'N, R 20 E. TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD S-250 AND
 AI3204'STATE ROAD 125 IN TAYLOR, GO NORTH ON STATE ROAD S-250 FOR 0.75 MI
 AI3204'(1.21 KM) TO THE END OF THE PAVEMENT, CONTINUE NORTHERLY FOR 0.45 MI
 AI3204'(0.72 KM) TO A FORK IN THE ROAD, BEAR LEFT AT THE FORK EDDY ROAD AND
 AI3204'GO NORTHERLY FOR 1.2 MI (1.9 KM) TO ANOTHER FORK IN THE ROAD, CONTINUE
 AI3204'STRAIGHT AHEAD ON (EDDY ROAD) FOR 1.25 MI (2.01 KM) AND A SAND ROAD
 AI3204'RIGHT, CONTINUE NORTHWESTERLY ON EDDY ROAD FOR 0.2 MI (0.3 KM) TO A
 AI3204'SAND ROAD LEFT AND THE MARK ON THE LEFT. LOCATED 151.0 FT (46.0 M)
 AI3204'NORTHWEST OF THE JUNCTION OF A SAND ROAD LEADING WEST-NORTHWEST, 37.5
 AI3204'FT (11.4 M) SOUTHWEST OF THE CENTERLINE OF EDDY ROAD AND 0.6 FT (18.3
 AI3204'CM) NORTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1293 ***********************************************************************
 AQ1293  DESIGNATION -  69.72
 AQ1293  PID         -  AQ1293
 AQ1293  STATE/COUNTY-  FL/VOLUSIA
 AQ1293  COUNTRY     -  US
 AQ1293  USGS QUAD   -  DAYTONA BEACH SW (2018)
 AQ1293
 AQ1293                         *CURRENT SURVEY CONTROL
 AQ1293  ______________________________________________________________________
 AQ1293* NAD 83(1986) POSITION- 29 01 06.     (N) 081 13 52.     (W)   SCALED
 AQ1293* NAVD 88 ORTHO HEIGHT -    22.716 (meters)       74.53  (feet) ADJUSTED
 AQ1293  ______________________________________________________________________
 AQ1293  GEOID HEIGHT    -        -28.051 (meters)                     GEOID18
 AQ1293  DYNAMIC HEIGHT  -         22.684 (meters)       74.42  (feet) COMP
 AQ1293  MODELED GRAVITY -    979,256.4   (mgal)                       NAVD 88
 AQ1293
 AQ1293  VERT ORDER      -  FIRST     CLASS II
 AQ1293
 AQ1293.The horizontal coordinates were scaled from a map and have
 AQ1293.an estimated accuracy of +/- 6 seconds.
 AQ1293
 AQ1293.The orthometric height was determined by differential leveling and
 AQ1293.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1293.in June 1991.
 AQ1293
 AQ1293.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1293.GEOID18 height accuracy estimate available here.
 AQ1293
 AQ1293.Click photographs - Photos may exist for this station.
 AQ1293
 AQ1293.The dynamic height is computed by dividing the NAVD 88
 AQ1293.geopotential number by the normal gravity value computed on the
 AQ1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1293.degrees latitude (g = 980.6199 gals.).
 AQ1293
 AQ1293.The modeled gravity was interpolated from observed gravity values.
 AQ1293
 AQ1293;                    North         East    Units  Estimated Accuracy
 AQ1293;SPC FL E     -   519,080.      177,490.      MT  (+/- 180 meters Scaled)
 AQ1293
 AQ1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN774100(NAD 83)
 AQ1293
 AQ1293                          SUPERSEDED SURVEY CONTROL
 AQ1293
 AQ1293  NGVD 29 (??/??/92)   23.048  (m)           75.62   (f) ADJ UNCH    1 2
 AQ1293
 AQ1293.Superseded values are not recommended for survey control.
 AQ1293
 AQ1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1293.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1293
 AQ1293_MARKER: DD = SURVEY DISK
 AQ1293_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1293_SP_SET: BRIDGE
 AQ1293_STAMPING: 69.72
 AQ1293_MARK LOGO: FLHD
 AQ1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1293
 AQ1293  HISTORY     - Date     Condition        Report By
 AQ1293  HISTORY     - UNK      MONUMENTED       FLHD
 AQ1293  HISTORY     - 1963     GOOD             CGS
 AQ1293  HISTORY     - 1976     GOOD             NGS
 AQ1293  HISTORY     - 1990     GOOD             USPSQD
 AQ1293  HISTORY     - 20210402 MARK NOT FOUND   GEOCAC
 AQ1293
 AQ1293                          STATION DESCRIPTION
 AQ1293
 AQ1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AQ1293'19.1 MILES WEST ALONG STATE HIGHWAY 44 FROM THE FLORIDA EAST
 AQ1293'COAST RAILWAY STATION AT NEW SMYRNA BEACH, SET ON THE TOP OF THE
 AQ1293'EAST END OF THE NORTH CONCRETE GUARD RAIL OF THE STATE HIGHWAY
 AQ1293'BRIDGE OVER INTERSTATE HIGHWAY 4, 18.5 FEET NORTH OF THE CENTER
 AQ1293'LINE OF HIGHWAY 44, 1 FOOT WEST OF THE EAST END OF THE GUARD
 AQ1293'RAIL AND 2 FEET ABOVE THE LEVEL OF THE CONCRETE SIDEWALK OF THE
 AQ1293'BRIDGE.
 AQ1293
 AQ1293                          STATION RECOVERY (1976)
 AQ1293
 AQ1293'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AQ1293'RECOVERED IN GOOD CONDITION.
 AQ1293
 AQ1293                          STATION RECOVERY (1990)
 AQ1293
 AQ1293'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1293'RECOVERED IN GOOD CONDITION.
 AQ1293
 AQ1293                          STATION RECOVERY (2021)
 AQ1293
 AQ1293'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1293'THE BRIDGE AND GUARDRAIL HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1535 ***********************************************************************
 AQ1535  DESIGNATION -  69.77=I 4 T 2
 AQ1535  PID         -  AQ1535
 AQ1535  STATE/COUNTY-  FL/VOLUSIA
 AQ1535  COUNTRY     -  US
 AQ1535  USGS QUAD   -  DAYTONA BEACH SW (2018)
 AQ1535
 AQ1535                         *CURRENT SURVEY CONTROL
 AQ1535  ______________________________________________________________________
 AQ1535* NAD 83(1986) POSITION- 29 01 05.22   (N) 081 13 54.20   (W)   HD_HELD1
 AQ1535* NAVD 88 ORTHO HEIGHT -    22.729 (meters)       74.57  (feet) ADJUSTED
 AQ1535  ______________________________________________________________________
 AQ1535  GEOID HEIGHT    -        -28.051 (meters)                     GEOID18
 AQ1535  DYNAMIC HEIGHT  -         22.697 (meters)       74.47  (feet) COMP
 AQ1535  MODELED GRAVITY -    979,256.4   (mgal)                       NAVD 88
 AQ1535
 AQ1535  VERT ORDER      -  FIRST     CLASS II
 AQ1535
 AQ1535.The horizontal coordinates were determined by differentially corrected
 AQ1535.hand held GPS observations or other comparable positioning techniques
 AQ1535.and have an estimated accuracy of +/- 3 meters.
 AQ1535
 AQ1535.The orthometric height was determined by differential leveling and
 AQ1535.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1535.in June 1991.
 AQ1535
 AQ1535.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1535.GEOID18 height accuracy estimate available here.
 AQ1535
 AQ1535.Click photographs - Photos may exist for this station.
 AQ1535
 AQ1535.The dynamic height is computed by dividing the NAVD 88
 AQ1535.geopotential number by the normal gravity value computed on the
 AQ1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1535.degrees latitude (g = 980.6199 gals.).
 AQ1535
 AQ1535.The modeled gravity was interpolated from observed gravity values.
 AQ1535
 AQ1535;                    North         East    Units  Estimated Accuracy
 AQ1535;SPC FL E     -   519,060.0     177,426.5     MT  (+/- 3 meters HH1 GPS) 
 AQ1535
 AQ1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7743410014(NAD 83)
 AQ1535
 AQ1535                          SUPERSEDED SURVEY CONTROL
 AQ1535
 AQ1535  NGVD 29 (??/??/92)   23.059  (m)           75.65   (f) SUPERSEDED  1 2
 AQ1535  NGVD 29 (09/01/92)   23.059  (m)           75.65   (f) ADJUSTED    1 2
 AQ1535
 AQ1535.Superseded values are not recommended for survey control.
 AQ1535
 AQ1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1535.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1535
 AQ1535_MARKER: DB = BENCH MARK DISK
 AQ1535_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1535_SP_SET: BRIDGE
 AQ1535_STAMPING: I4 T2 69.77
 AQ1535_MARK LOGO: FLSRD
 AQ1535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1535
 AQ1535  HISTORY     - Date     Condition        Report By
 AQ1535  HISTORY     - UNK      MONUMENTED       FLDT
 AQ1535  HISTORY     - 1972     GOOD             FLDT
 AQ1535  HISTORY     - 1978     GOOD             NGS
 AQ1535  HISTORY     - 1990     GOOD             USPSQD
 AQ1535  HISTORY     - 20210402 MARK NOT FOUND   GEOCAC
 AQ1535
 AQ1535                          STATION DESCRIPTION
 AQ1535
 AQ1535'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1535'5.1 MI E FROM DELAND.
 AQ1535'FROM THE POST OFFICE IN DELAND PROCEED EAST ON STATE ROUTE 44
 AQ1535'FOR 5.1 MILES TO INTERSECTION WITH INTERSTATE ROUTE 4 AND
 AQ1535'STATION, WHICH IS A STATE ROAD DEPARTMENT BRASS DISK PRESET
 AQ1535'FLUSH IN SOUTH WEST CORNER OF STATE ROUTE 44 CONCRETE BRIDGE
 AQ1535'GUARDRAIL.  IT IS 17.8 FEET NORTH OF STATE ROUTE 44, 3.7 FEET
 AQ1535'SOUTH OF FACE OF CURB, AND 1.3 FEET EAST OF SOUTH WEST END
 AQ1535'OF CONCRETE BRIDGE GUARDRAIL.  SECTION 18, T 17S, R 31E
 AQ1535
 AQ1535                          STATION RECOVERY (1978)
 AQ1535
 AQ1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AQ1535'3.35 MILES NORTH ALONG STATE ROUTE 430A FROM CITY HALL IN LAKE
 AQ1535'HELEN THENCE 1.05 MILE EAST ALONG STATE ROUTE 44 TO THE MARK ON THE
 AQ1535'RIGHT, SET IN TOP OF THE SOUTHWEST END OF HIGHWAY BRIDGE OVER
 AQ1535'INTERSTATE HIGHWAY 4, 17 FEET SOUTH OF THE CENTERLINE OF HIGHWAY.
 AQ1535'THE MARK IS 2 FT ABOVE HIGHWAY.
 AQ1535
 AQ1535                          STATION RECOVERY (1990)
 AQ1535
 AQ1535'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1535'RECOVERED IN GOOD CONDITION.
 AQ1535
 AQ1535                          STATION RECOVERY (2021)
 AQ1535
 AQ1535'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1535'THE BRIDGE AND GUARDRAIL HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6284 ***********************************************************************
 AD6284  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6284  DESIGNATION -  7 18
 AD6284  PID         -  AD6284
 AD6284  STATE/COUNTY-  FL/PALM BEACH
 AD6284  COUNTRY     -  US
 AD6284  USGS QUAD   -  JUPITER (2018)
 AD6284
 AD6284                         *CURRENT SURVEY CONTROL
 AD6284  ______________________________________________________________________
 AD6284* NAD 83(1986) POSITION- 26 54 43.     (N) 080 04 40.     (W)   SCALED
 AD6284* NAVD 88 ORTHO HEIGHT -     1.454 (meters)        4.77  (feet) ADJUSTED
 AD6284  ______________________________________________________________________
 AD6284  GEOID HEIGHT    -        -27.321 (meters)                     GEOID18
 AD6284  DYNAMIC HEIGHT  -          1.452 (meters)        4.76  (feet) COMP
 AD6284  MODELED GRAVITY -    979,096.4   (mgal)                       NAVD 88
 AD6284
 AD6284  VERT ORDER      -  SECOND    CLASS I
 AD6284
 AD6284.The horizontal coordinates were scaled from a map and have
 AD6284.an estimated accuracy of +/- 6 seconds.
 AD6284
 AD6284.The orthometric height was determined by differential leveling and
 AD6284.adjusted by the NATIONAL GEODETIC SURVEY
 AD6284.in June 1991.
 AD6284
 AD6284.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6284.GEOID18 height accuracy estimate available here.
 AD6284
 AD6284.This Tidal Bench Mark is designated as VM 18748
 AD6284.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6284
 AD6284.Click photographs - Photos may exist for this station.
 AD6284
 AD6284.The dynamic height is computed by dividing the NAVD 88
 AD6284.geopotential number by the normal gravity value computed on the
 AD6284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6284.degrees latitude (g = 980.6199 gals.).
 AD6284
 AD6284.The modeled gravity was interpolated from observed gravity values.
 AD6284
 AD6284;                    North         East    Units  Estimated Accuracy
 AD6284;SPC FL E     -   285,980.      291,600.      MT  (+/- 180 meters Scaled)
 AD6284
 AD6284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK915770(NAD 83)
 AD6284
 AD6284                          SUPERSEDED SURVEY CONTROL
 AD6284
 AD6284  NGVD 29 (09/01/92)    1.911  (m)            6.27   (f) ADJUSTED    2 1
 AD6284
 AD6284.Superseded values are not recommended for survey control.
 AD6284
 AD6284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6284.See file dsdata.pdf to determine how the superseded data were derived.
 AD6284
 AD6284_MARKER: DD = SURVEY DISK
 AD6284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6284_STAMPING: 7 18
 AD6284_MARK LOGO: FL-099
 AD6284_PROJECTION: FLUSH
 AD6284_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6284+STABILITY: SURFACE MOTION
 AD6284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6284+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2006
 AD6284
 AD6284  HISTORY     - Date     Condition        Report By
 AD6284  HISTORY     - UNK      MONUMENTED       FL-099
 AD6284  HISTORY     - 1981     GOOD             FLDNR
 AD6284  HISTORY     - 20020218 GOOD             USPSQD
 AD6284  HISTORY     - 20030221 GOOD             USPSQD
 AD6284  HISTORY     - 20040228 GOOD             USPSQD
 AD6284  HISTORY     - 20060331 GOOD             FLDEP
 AD6284
 AD6284                          STATION DESCRIPTION
 AD6284
 AD6284'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6284'2.4 MI SSE FROM JUPITER.
 AD6284'BEGIN AT THE SOUTH END OF THE U.S HIGHWAY 1 BRIDGE OVER THE
 AD6284'LOXAHATCHEE RIVER, GO 2.6 MILES SOUTH ON U.S. HIGHWAY 1 TO THE
 AD6284'JUNCTION OF A SAND TRAIL (WHERE AN EAST-WEST POWER LINE CROSSES THE
 AD6284'HIGHWAY), GO 0.75 MILE WEST ALONG THE SAND TRAIL PARALLELING THE POWER
 AD6284'LINE TO THE MARK.  THE MARK BEARS 19 FEET SOUTH OF THE CENTERLINE OF
 AD6284'THE SAND TRAIL, 136 FEET WEST-SOUTHWEST OF POWER POLE 20D4, 25 FEET
 AD6284'NORTHWEST OF A 24-INCH PINE TREE, AND 16.3 FEET NORTH OF SECTION
 AD6284'CORNER 18/17.
 AD6284
 AD6284                          STATION RECOVERY (2002)
 AD6284
 AD6284'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6284'STAMPING ON MARK IS 7 18 (NOT 7 / 8). MARK IS NOW 17 FEET SOUTH OF
 AD6284'CENTERLINE OF SAND TRAIL. POWER POLE (WOODEN) 20D4 IS 6 FEET EAST NEW
 AD6284'NEW CONCRETE POWER POLE ALSO NUMBERED 20D4.
 AD6284
 AD6284                          STATION RECOVERY (2003)
 AD6284
 AD6284'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6284'WOODEN POWER POLE 20D4 HAS BEEN REMOVED.
 AD6284
 AD6284                          STATION RECOVERY (2004)
 AD6284
 AD6284'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6284'RECOVERED IN GOOD CONDITION.
 AD6284
 AD6284                          STATION RECOVERY (2006)
 AD6284
 AD6284'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6284'THE MARK IS IN THE JUPITER RIDGE NATURAL AREA (ECO SITE NO.  54), IN
 AD6284'SECTION 7, TOWNSHIP 41 SOUTH, RANGE 43 EAST.
 AD6284'
 AD6284'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 AD6284'HIGHWAY) AND STATE ROAD 706 (INDIANTOWN ROAD) IN JUPITER, GO SOUTHEAST
 AD6284'ON U.S. HIGHWAY 1 (FEDERAL HIGHWAY) FOR 1.7 MI (2.7 KM) TO A POWER
 AD6284'LINE CROSSING THE HIGHWAY AND A GATED SAND TRAIL ROAD ON THE RIGHT
 AD6284'PARALLELING THE POWER LINE, TURN RIGHT ON THE SAND TRAIL AND PASSING
 AD6284'THROUGH A LOCKED GATE AND GO WEST FOR O.55 MI TO A WOODEN POWER POLE
 AD6284'ON THE RIGHT (THE SECOND WOODEN POWER POLE EAST OF THE INTRACOASTAL
 AD6284'WATERWAY) AND THE MARK ON THE LEFT, A PALM BEACH COUNTY GEODETIC
 AD6284'SURVEY DISK SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 AD6284'GROUND AND LEVEL WITH THE SAND TRAIL.
 AD6284'
 AD6284'LOCATED 136.0 FT (41.5 M) WEST-SOUTHWEST OF A LARGE CONCRETE POWER
 AD6284'POLE NUMBERED 20D4 (SECOND CONCRETE POLE EAST OF THE INTRACOASTAL
 AD6284'WATERWAY), 33.4 FT (10.2 M) SOUTH OF A WOODEN POWER POLE (THE SECOND
 AD6284'WOODEN POWER POLE EAST OF THE INTRACOASTAL WATERWAY), 19.0 FT (5.8 M)
 AD6284'SOUTH OF THE APPROXIMATE CENTERLINE OF THE SAND TRAIL, 16.3 FT (5.0 M)
 AD6284'NORTH OF A CONCRETE PALM BEACH COUNTY GEODETIC SURVEY DISK STAMPED 8
 AD6284'17 AND 1.0 FT (0.3 M) SOUTHEAST OF A METAL WITNESS POST.
 AD6284'
 AD6284'NOTE FOR ACCESS CALL MIKE CHEEK AT THE PALM BEACH COUNTY RESOURCES
 AD6284'PROTECTION DIVISION AT (561)-233-2466.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6796 ***********************************************************************
 AD6796  DESIGNATION -  7 BRP
 AD6796  PID         -  AD6796
 AD6796  STATE/COUNTY-  FL/PALM BEACH
 AD6796  COUNTRY     -  US
 AD6796  USGS QUAD   -  WEST OF ROOD (2018)
 AD6796
 AD6796                         *CURRENT SURVEY CONTROL
 AD6796  ______________________________________________________________________
 AD6796* NAD 83(1990) POSITION- 26 56 35.48838(N) 080 21 04.93767(W)   ADJUSTED
 AD6796* NAVD 88 ORTHO HEIGHT -     7.45  (+/-2cm)       24.4   (feet) VERTCON3
 AD6796  ______________________________________________________________________
 AD6796  GEOID HEIGHT    -        -26.563 (meters)                     GEOID18
 AD6796  LAPLACE CORR    -         -2.24  (seconds)                    DEFLEC18
 AD6796  HORZ ORDER      -  SECOND
 AD6796  VERT ORDER      -  THIRD ? (See Below)
 AD6796
 AD6796.The horizontal coordinates were established by classical geodetic methods
 AD6796.and adjusted by the National Geodetic Survey in March 1993.
 AD6796
 AD6796.The NAVD 88 height was computed by applying the VERTCON shift value to
 AD6796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AD6796
 AD6796.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6796.GEOID18 height accuracy estimate available here.
 AD6796
 AD6796.The vertical order pertains to the NGVD 29 superseded value.
 AD6796
 AD6796.Click photographs - Photos may exist for this station.
 AD6796
 AD6796.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD6796
 AD6796. The following values were computed from the NAD 83(1990) position.
 AD6796
 AD6796;                    North         East     Units Scale Factor Converg.
 AD6796;SPC FL E     -   289,275.031   264,408.890   MT  0.99999237   +0 17 38.1
 AD6796;SPC FL E     -   949,063.16    867,481.50   sFT  0.99999237   +0 17 38.1
 AD6796;UTM  17      - 2,980,308.313   564,386.914   MT  0.99965118   +0 17 38.1
 AD6796
 AD6796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6796!SPC FL E     -   1.00000300  x   0.99999237  =   0.99999537
 AD6796!UTM  17      -   1.00000300  x   0.99965118  =   0.99965418
 AD6796
 AD6796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK6438680308(NAD 83)
 AD6796
 AD6796                          SUPERSEDED SURVEY CONTROL
 AD6796
 AD6796  NAD 83(1990)-  26 56 35.48942(N)    080 21 04.93819(W) AD(       ) 2
 AD6796  NAD 83(1986)-  26 56 35.49348(N)    080 21 04.94715(W) AD(       ) 2
 AD6796  NAD 27      -  26 56 34.28905(N)    080 21 05.76971(W) AD(       ) 2
 AD6796  NGVD 29               7.91   (m)           26.0    (f) LEVELING    3  
 AD6796
 AD6796.Superseded values are not recommended for survey control.
 AD6796
 AD6796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6796.See file dsdata.pdf to determine how the superseded data were derived.
 AD6796
 AD6796_MARKER: DB = BENCH MARK DISK
 AD6796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6796+SATELLITE: SATELLITE OBSERVATIONS - December 27, 2003
 AD6796
 AD6796  HISTORY     - Date     Condition        Report By
 AD6796  HISTORY     - 1970     MONUMENTED       USGS
 AD6796  HISTORY     - 20021218 GOOD             USPSQD
 AD6796  HISTORY     - 20031227 GOOD             USPSQD
 AD6796  HISTORY     - 20250417 MARK NOT FOUND   GEOCAC
 AD6796
 AD6796                          STATION DESCRIPTION
 AD6796
 AD6796'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (CLH)
 AD6796'(THE MARK WAS USED AS REFERENCE MARK 2 TO TRIANGULATION STATION APIX.)
 AD6796'A TRAVERSE MEASUREMENT WAS MADE TO STATION APIX.  THE MEASUREMENT
 AD6796'BEING (89.98 FT.) OR 27.4263 METERS.
 AD6796'THE DISK IS STAMPED 7 BRP 1969.
 AD6796'FOR THE WRITE-UP AND THE TO REACH REFER TO THE DESCRIPTION OF
 AD6796'STATION APIX.
 AD6796
 AD6796                          STATION RECOVERY (2002)
 AD6796
 AD6796'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6796'RECOVERED IN GOOD CONDITION.
 AD6796
 AD6796                          STATION RECOVERY (2003)
 AD6796
 AD6796'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6796'RECOVERED IN GOOD CONDITION.
 AD6796
 AD6796                          STATION RECOVERY (2025)
 AD6796
 AD6796'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD6796'MARK NOT FOUND.  CULVERT HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7248 ***********************************************************************
 AK7248  DESIGNATION -  7 GAF TT RESET
 AK7248  PID         -  AK7248
 AK7248  STATE/COUNTY-  FL/ORANGE
 AK7248  COUNTRY     -  US
 AK7248  USGS QUAD   -  APOPKA (2018)
 AK7248
 AK7248                         *CURRENT SURVEY CONTROL
 AK7248  ______________________________________________________________________
 AK7248* NAD 83(1986) POSITION- 28 43 47.     (N) 081 30 33.     (W)   SCALED
 AK7248* NAVD 88 ORTHO HEIGHT -    18.933 (meters)       62.12  (feet) ADJUSTED
 AK7248  ______________________________________________________________________
 AK7248  GEOID HEIGHT    -        -27.574 (meters)                     GEOID18
 AK7248  DYNAMIC HEIGHT  -         18.906 (meters)       62.03  (feet) COMP
 AK7248  MODELED GRAVITY -    979,229.5   (mgal)                       NAVD 88
 AK7248
 AK7248  VERT ORDER      -  SECOND    CLASS I
 AK7248
 AK7248.The horizontal coordinates were scaled from a map and have
 AK7248.an estimated accuracy of +/- 6 seconds.
 AK7248
 AK7248.The orthometric height was determined by differential leveling and
 AK7248.adjusted by the NATIONAL GEODETIC SURVEY
 AK7248.in December 1995.
 AK7248
 AK7248.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7248.GEOID18 height accuracy estimate available here.
 AK7248
 AK7248.Click photographs - Photos may exist for this station.
 AK7248
 AK7248.The dynamic height is computed by dividing the NAVD 88
 AK7248.geopotential number by the normal gravity value computed on the
 AK7248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7248.degrees latitude (g = 980.6199 gals.).
 AK7248
 AK7248.The modeled gravity was interpolated from observed gravity values.
 AK7248
 AK7248;                    North         East    Units  Estimated Accuracy
 AK7248;SPC FL E     -   487,180.      150,260.      MT  (+/- 180 meters Scaled)
 AK7248
 AK7248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM502781(NAD 83)
 AK7248
 AK7248                          SUPERSEDED SURVEY CONTROL
 AK7248
 AK7248.No superseded survey control is available for this station.
 AK7248
 AK7248_MARKER: DD = SURVEY DISK
 AK7248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7248_STAMPING: 7 GAF-TT RESET 1977
 AK7248_MARK LOGO: USGS
 AK7248_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7248+STABILITY: SURFACE MOTION
 AK7248
 AK7248  HISTORY     - Date     Condition        Report By
 AK7248  HISTORY     - 1977     MONUMENTED       USGS
 AK7248  HISTORY     - 19910426 GOOD             FL-095
 AK7248
 AK7248                          STATION DESCRIPTION
 AK7248
 AK7248'DESCRIBED BY ORANGE COUNTY FLORIDA 1991
 AK7248'POURED IN PLACE CONCRETE MONUMENT WITH 3-INCH ALUMINUM USGS DISC,
 AK7248'ABOUT 50 FT (15.2 M) WEST OF CENTER LINE OF ROCK SPRINGS ROAD AND
 AK7248'ABOUT 650 FT (198.1 M) NORTH OF CENTER LINE OF PONKAN ROAD.  T20S,
 AK7248'R28E, SECTION 21. (DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING
 AK7248'DEPARTMENT.)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0801 ***********************************************************************
 AQ0801  DESIGNATION -  7 JAS
 AQ0801  PID         -  AQ0801
 AQ0801  STATE/COUNTY-  FL/MARION
 AQ0801  COUNTRY     -  US
 AQ0801  USGS QUAD   -  FARLES LAKE (2018)
 AQ0801
 AQ0801                         *CURRENT SURVEY CONTROL
 AQ0801  ______________________________________________________________________
 AQ0801* NAD 83(1990) POSITION- 29 03 01.23815(N) 081 41 08.33261(W)   ADJUSTED
 AQ0801* NAVD 88 ORTHO HEIGHT -    53.921 (meters)      176.91  (feet) ADJUSTED
 AQ0801  ______________________________________________________________________
 AQ0801  GEOID HEIGHT    -        -28.078 (meters)                     GEOID18
 AQ0801  LAPLACE CORR    -         -0.76  (seconds)                    DEFLEC18
 AQ0801  DYNAMIC HEIGHT  -         53.844 (meters)      176.65  (feet) COMP
 AQ0801  MODELED GRAVITY -    979,223.3   (mgal)                       NAVD 88
 AQ0801
 AQ0801  HORZ ORDER      -  SECOND
 AQ0801  VERT ORDER      -  FIRST     CLASS II
 AQ0801
 AQ0801.The horizontal coordinates were established by classical geodetic methods
 AQ0801.and adjusted by the National Geodetic Survey in May 1991.
 AQ0801
 AQ0801.The orthometric height was determined by differential leveling and
 AQ0801.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0801.in June 1991.
 AQ0801
 AQ0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0801.GEOID18 height accuracy estimate available here.
 AQ0801
 AQ0801.Click photographs - Photos may exist for this station.
 AQ0801
 AQ0801.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ0801
 AQ0801.The dynamic height is computed by dividing the NAVD 88
 AQ0801.geopotential number by the normal gravity value computed on the
 AQ0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0801.degrees latitude (g = 980.6199 gals.).
 AQ0801
 AQ0801.The modeled gravity was interpolated from observed gravity values.
 AQ0801
 AQ0801. The following values were computed from the NAD 83(1990) position.
 AQ0801
 AQ0801;                    North         East     Units Scale Factor Converg.
 AQ0801;SPC FL W     -   522,650.423   230,613.548   MT  0.99995274   +0 09 09.5
 AQ0801;SPC FL W     - 1,714,728.93    756,604.62   sFT  0.99995274   +0 09 09.5
 AQ0801;UTM  17      - 3,213,757.257   433,249.473   MT  0.99965498   -0 19 58.6
 AQ0801
 AQ0801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ0801!SPC FL W     -   0.99999594  x   0.99995274  =   0.99994868
 AQ0801!UTM  17      -   0.99999594  x   0.99965498  =   0.99965092
 AQ0801
 AQ0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3324913757(NAD 83)
 AQ0801
 AQ0801                          SUPERSEDED SURVEY CONTROL
 AQ0801
 AQ0801  NAD 83(1986)-  29 03 01.24762(N)    081 41 08.33899(W) AD(       ) 2
 AQ0801  NAD 27      -  29 03 00.30848(N)    081 41 09.06375(W) AD(       ) 2
 AQ0801  NGVD 29 (??/??/92)   54.242  (m)          177.96   (f) ADJ UNCH    1 2
 AQ0801  NGVD 29              54.24   (m)          178.0    (f) LEVELING    3  
 AQ0801
 AQ0801.Superseded values are not recommended for survey control.
 AQ0801
 AQ0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0801.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0801
 AQ0801_MARKER: DD = SURVEY DISK
 AQ0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0801_STAMPING: 7 JAS 1966 178
 AQ0801_MARK LOGO: USGS
 AQ0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0801+STABILITY: SURFACE MOTION
 AQ0801
 AQ0801  HISTORY     - Date     Condition        Report By
 AQ0801  HISTORY     - 1966     MONUMENTED       USGS
 AQ0801  HISTORY     - 1968     GOOD             CGS
 AQ0801  HISTORY     - 1968     GOOD             CGS
 AQ0801  HISTORY     - 19910303 GOOD             USPSQD
 AQ0801
 AQ0801                          STATION DESCRIPTION
 AQ0801
 AQ0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LMC)
 AQ0801'THE STATION IS LOCATED ABOUT 10 MILES SOUTHWEST OF ASTOR PARK,
 AQ0801'8 MILES NORTH OF UMATILLA, 3 MILES WEST OF STATE HIGHWAY 19
 AQ0801'AND ON SOUTH SIDE OF EAST-WEST ROAD.
 AQ0801'
 AQ0801'FOR ROUTE TO STATION, SEE TRIANGULATION STATION CASTLE.
 AQ0801'
 AQ0801'STATION MARK, A STANDARD U.S. GEOLOGICAL SURVEY BENCH MARK
 AQ0801'DISK STAMPED USGS 7 JAS 178 FT 1966, IS SET IN THE TOP OF A 6
 AQ0801'BY 6 INCH SQUARE CONCRETE POST WHICH PROJECTS 3 INCHES.  IT IS
 AQ0801'41 FEET SOUTH OF THE CENTER OF THE SAND ROAD AND 0.8 FOOT
 AQ0801'NORTH OF A METAL WITNESS POST.
 AQ0801'
 AQ0801'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION CASTLE
 AQ0801'AND THE DISTANCE IS 393.19 FT. OR 119.8436 METERS.
 AQ0801
 AQ0801                          STATION RECOVERY (1968)
 AQ0801
 AQ0801'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 AQ0801'8.4 MI NW FROM ALTOONA.
 AQ0801'ABOUT 5.4 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 AQ0801'OF STATE HIGHWAY 42 LEADING EAST AT ALTOONA, THENCE ABOUT 2.95
 AQ0801'MILES WEST ALONG FOREST SERVICE ROAD 73, 101 FEET EAST OF THE
 AQ0801'CENTER LINE OF A SAND TRAIL LEADING SOUTH, 186 FEET EAST-NORTHEAST
 AQ0801'OF POWER LINE POLE NO. TO - 216A, 42 FEET SOUTH OF THE CENTER
 AQ0801'LINE OF THE ROAD, 41 FEET NORTH OF THE CENTER OF THE POWER LINE,
 AQ0801'1.0 FOOT NORTH OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE THE
 AQ0801'LEVEL OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AQ0801'2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AQ0801
 AQ0801                          STATION RECOVERY (1991)
 AQ0801
 AQ0801'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0801'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI3905 ***********************************************************************
 AI3905  DESIGNATION -  7 JDK RESET
 AI3905  PID         -  AI3905
 AI3905  STATE/COUNTY-  FL/DUVAL
 AI3905  COUNTRY     -  US
 AI3905  USGS QUAD   -  MARIETTA (2018)
 AI3905
 AI3905                         *CURRENT SURVEY CONTROL
 AI3905  ______________________________________________________________________
 AI3905* NAD 83(1986) POSITION- 30 16 04.     (N) 081 50 54.     (W)   SCALED
 AI3905* NAVD 88 ORTHO HEIGHT -    26.876 (meters)       88.18  (feet) ADJUSTED
 AI3905  ______________________________________________________________________
 AI3905  GEOID HEIGHT    -        -28.132 (meters)                     GEOID18
 AI3905  DYNAMIC HEIGHT  -         26.841 (meters)       88.06  (feet) COMP
 AI3905  MODELED GRAVITY -    979,352.7   (mgal)                       NAVD 88
 AI3905
 AI3905  VERT ORDER      -  SECOND    CLASS I
 AI3905
 AI3905.The horizontal coordinates were scaled from a map and have
 AI3905.an estimated accuracy of +/- 6 seconds.
 AI3905
 AI3905.The orthometric height was determined by differential leveling and
 AI3905.adjusted by the NATIONAL GEODETIC SURVEY
 AI3905.in July 2004.
 AI3905
 AI3905.No vertical observational check was made to the station.
 AI3905
 AI3905.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI3905.GEOID18 height accuracy estimate available here.
 AI3905
 AI3905.Click photographs - Photos may exist for this station.
 AI3905
 AI3905.The dynamic height is computed by dividing the NAVD 88
 AI3905.geopotential number by the normal gravity value computed on the
 AI3905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI3905.degrees latitude (g = 980.6199 gals.).
 AI3905
 AI3905.The modeled gravity was interpolated from observed gravity values.
 AI3905
 AI3905;                    North         East    Units  Estimated Accuracy
 AI3905;SPC FL E     -   657,860.      118,370.      MT  (+/- 180 meters Scaled)
 AI3905
 AI3905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP183487(NAD 83)
 AI3905
 AI3905                          SUPERSEDED SURVEY CONTROL
 AI3905
 AI3905.No superseded survey control is available for this station.
 AI3905
 AI3905_MARKER: DB = BENCH MARK DISK
 AI3905_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AI3905_STAMPING: 7 JDK 1962 RESET 1970
 AI3905_MARK LOGO: USGS
 AI3905_PROJECTION: PROJECTING 3 CENTIMETERS
 AI3905_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI3905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI3905_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI3905+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2002
 AI3905
 AI3905  HISTORY     - Date     Condition        Report By
 AI3905  HISTORY     - 1970     MONUMENTED       USGS
 AI3905  HISTORY     - 19920627 GOOD             FLDNR
 AI3905  HISTORY     - 20020922 GOOD             FLDEP
 AI3905
 AI3905                          STATION DESCRIPTION
 AI3905
 AI3905'DESCRIBED BY FL DEPT OF NAT RES 1992 (PBM)
 AI3905'THE MARK IS ABOUT 12.5 MI (20.1 KM) SOUTHWEST OF JACKSONVILLE, 3.30 MI
 AI3905'(5.31 KM) SOUTH OF WHITEHOUSE AT THE INTERSECTION OF CHAFFEE ROAD AND
 AI3905'STATE ROAD 228 (NORMANDY BOULEVARD), IN SECTION 6, T 3 S, R 25 E. TO
 AI3905'REACH THE MARK FROM THE INTERSECTION OF CHAFFEE ROAD AND STATE HIGHWAY
 AI3905'90 (BEAVER STREET) IN WHITEHOUSE, GO SOUTH ON CHAFFEE ROAD FOR 3.3 MI
 AI3905'(5.3 KM) TO THE INTERSECTION OF STATE ROAD 228 (NORMANDY BOULEVARD)
 AI3905'AND THE MARK ON THE LEFT, SET IN THE TOP OF A SQUARE PREFABRICATED
 AI3905'CONCRETE POST PROJECTING 0.1 FT (3.0 CM) ABOVE THE LEVEL OF THE GROUND
 AI3905'AND LEVEL WITH THE ROAD.  THE MARK CAN ALSO BE REACHED FROM THE
 AI3905'INTERSECTION OF INTERSTATE HIGHWAY 295 AND STATE ROAD 228 (NORMANDY
 AI3905'BOULEVARD) (INTERSTATE EXIT 7), GO WESTERLY ON STATE ROAD 228
 AI3905'(NORMANDY BOULEVARD) FOR 5.20 MI (8.37 KM) TO THE INTERSECTION OF
 AI3905'CHAFEE ROAD AND THE MARK ON THE RIGHT. LOCATED 128.3 FT (39.1 M) NORTH
 AI3905'OF THE CENTERLINE OF THE WESTBOUND LANES OF STATE ROAD 228 (NORMANDY
 AI3905'BOULEVARD), 60.7 FT (18.5 M) EAST OF THE CENTERLINE OF CHAFFEE ROAD,
 AI3905'26.3 FT (8.0 M) SOUTHEAST OF A POWER POLE, 2.0 FT (0.6 M) NORTHEAST OF
 AI3905'A CONCRETE RIGHT-OF-WAY MARKER, 1.6 FT (0.5 M) EAST OF A CONCRETE
 AI3905'MARKER WITH N-AD-13(1) ON IT AND 0.8 FT (24.4 CM) WEST OF A FLORIDA
 AI3905'DEPARTMENT OF TRANSPORTATION WITNESS POST.
 AI3905
 AI3905                          STATION RECOVERY (2002)
 AI3905
 AI3905'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AI3905'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA8132 ***********************************************************************
 AA8132  DESIGNATION -  7 RJN
 AA8132  PID         -  AA8132
 AA8132  STATE/COUNTY-  FL/PUTNAM
 AA8132  COUNTRY     -  US
 AA8132  USGS QUAD   -  WELAKA (2018)
 AA8132
 AA8132                         *CURRENT SURVEY CONTROL
 AA8132  ______________________________________________________________________
 AA8132* NAD 83(2011) POSITION- 29 29 03.49850(N) 081 44 30.59691(W)   ADJUSTED
 AA8132* NAD 83(2011) ELLIP HT-   -23.895 (meters)        (06/27/12)   ADJUSTED
 AA8132* NAD 83(2011) EPOCH   -  2010.00
 AA8132* NAVD 88 ORTHO HEIGHT -     4.455 (meters)       14.62  (feet) ADJUSTED
 AA8132  ______________________________________________________________________
 AA8132  GEOID HEIGHT    -        -28.354 (meters)                     GEOID18
 AA8132  NAD 83(2011) X  -    798,114.213 (meters)                     COMP
 AA8132  NAD 83(2011) Y  - -5,498,977.807 (meters)                     COMP
 AA8132  NAD 83(2011) Z  -  3,120,728.714 (meters)                     COMP
 AA8132  LAPLACE CORR    -         -1.36  (seconds)                    DEFLEC18
 AA8132  DYNAMIC HEIGHT  -          4.449 (meters)       14.60  (feet) COMP
 AA8132  MODELED GRAVITY -    979,272.7   (mgal)                       NAVD 88
 AA8132
 AA8132  VERT ORDER      -  FIRST     CLASS II
 AA8132
 AA8132  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA8132  Standards:
 AA8132         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA8132            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA8132  -------------------------------------------------------------------
 AA8132  NETWORK    1.29   1.94           0.52   0.53   0.99      0.12427271
 AA8132  -------------------------------------------------------------------
 AA8132  Click here for local accuracies and other accuracy information.
 AA8132
 AA8132.The horizontal coordinates were established by GPS observations
 AA8132.and adjusted by the National Geodetic Survey in June 2012.
 AA8132
 AA8132.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA8132.been affixed to the stable North American tectonic plate. See 
 AA8132.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA8132
 AA8132.The horizontal coordinates are valid at the epoch date displayed above
 AA8132.which is a decimal equivalence of Year/Month/Day.
 AA8132
 AA8132.The orthometric height was determined by differential leveling and
 AA8132.adjusted by the NATIONAL GEODETIC SURVEY
 AA8132.in July 2011.
 AA8132
 AA8132.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA8132.GEOID18 height accuracy estimate available here.
 AA8132
 AA8132.Click photographs - Photos may exist for this station.
 AA8132
 AA8132.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8132
 AA8132.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA8132
 AA8132.The ellipsoidal height was determined by GPS observations
 AA8132.and is referenced to NAD 83.
 AA8132
 AA8132.The dynamic height is computed by dividing the NAVD 88
 AA8132.geopotential number by the normal gravity value computed on the
 AA8132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA8132.degrees latitude (g = 980.6199 gals.).
 AA8132
 AA8132.The modeled gravity was interpolated from observed gravity values.
 AA8132
 AA8132. The following values were computed from the NAD 83(2011) position.
 AA8132
 AA8132;                    North         East     Units Scale Factor Converg.
 AA8132;SPC FL E     -   570,936.388   128,059.360   MT  1.00000501   -0 21 54.5
 AA8132;SPC FL E     - 1,873,147.13    420,141.42   sFT  1.00000501   -0 21 54.5
 AA8132;UTM  17      - 3,261,873.568   428,083.906   MT  0.99966381   -0 21 54.5
 AA8132
 AA8132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8132!SPC FL E     -   1.00000375  x   1.00000501  =   1.00000876
 AA8132!UTM  17      -   1.00000375  x   0.99966381  =   0.99966756
 AA8132
 AA8132_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN2808361873(NAD 83)
 AA8132
 AA8132                          SUPERSEDED SURVEY CONTROL
 AA8132
 AA8132  NAD 83(2007)-  29 29 03.49812(N)    081 44 30.59778(W) AD(2002.00) 0
 AA8132  ELLIP H (02/10/07)  -23.860  (m)                       GP(2002.00)    
 AA8132  NAD 83(1999)-  29 29 03.49865(N)    081 44 30.59769(W) AD(       ) 1
 AA8132  ELLIP H (06/19/01)  -23.888  (m)                       GP(       ) 4 1
 AA8132  NAD 83(1990)-  29 29 03.49682(N)    081 44 30.59777(W) AD(       ) 1
 AA8132  ELLIP H (09/22/95)  -23.915  (m)                       GP(       ) 3 2
 AA8132  NAVD 88 (06/20/05)    4.478  (m)           14.69   (f) SUPERSEDED  2 1
 AA8132  NAVD 88 (09/10/97)    4.454  (m)           14.61   (f) SUPERSEDED  2 1
 AA8132  NAVD 88 (09/22/95)    4.5    (m)  GEOID93  model used  GPS OBS        
 AA8132
 AA8132.Superseded values are not recommended for survey control.
 AA8132
 AA8132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8132.See file dsdata.pdf to determine how the superseded data were derived.
 AA8132
 AA8132_MARKER: DD = SURVEY DISK
 AA8132_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA8132_SP_SET: BRIDGE GUARDRAIL
 AA8132_STAMPING: 7 RJN 1967 USGS
 AA8132_MARK LOGO: FLSRD
 AA8132_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA8132_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA8132_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA8132+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 AA8132
 AA8132  HISTORY     - Date     Condition        Report By
 AA8132  HISTORY     - 1967     MONUMENTED       FLSRD
 AA8132  HISTORY     - 19950327 GOOD             KEISCH
 AA8132  HISTORY     - 19960813 GOOD             FLDEP
 AA8132  HISTORY     - 20030710 GOOD             FLDEP
 AA8132  HISTORY     - 20040721 GOOD             FLDEP
 AA8132
 AA8132                          STATION DESCRIPTION
 AA8132
 AA8132'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1995 (RTS)
 AA8132'THE STATION IS ABOUT 7.0 MI (11.3 KM) NORTHWEST OF FRUITLAND IN THE
 AA8132'EAST RIGHT-OF-WAY OF STATE ROAD 19 IN SECTION 6, TOWNSHIP 16 SOUTH,
 AA8132'RANGE 26 EAST. TO REACH THE STATION FROM THE INTERSECTION OF COUNTY
 AA8132'ROAD 310 AND STATE ROAD 19 SOUTHWEST OF PALATKA, GO SOUTH ON STATE
 AA8132'ROAD 19 FOR 3.6 MI (5.8 KM) TO THE BRIDGE OVER THE OKLAWAHA RIVER AND
 AA8132'THE STATION ON THE LEFT, A STATE ROAD DEPARTMENT DISK SET IN THE
 AA8132'NORTHEAST CORNER OF THE ABUTMENT AND STAMPED (USGS 7 RJN 1967).
 AA8132'LOCATED 8.0 FT (2.4 M) SOUTH OF A CARSONITE WITNESS POST. X-CUT SET IN
 AA8132'THE CONCRETE GUARDRAIL, WITH A MAGNETIC AZIMUTH OF 263 DEGREES AT
 AA8132'33.08 FT (10.08 M), SET NAIL AND DISC (KEITH AND SCHNARS PA) IN THE
 AA8132'TOP OF THE WOOD GUARDRAIL, NORTH AT 51.04 FT (15.56 M), X-CUT SET IN
 AA8132'THE CONCRETE GUARDRAIL, WITH A MAGNETIC AZIMUTH OF 176 DEGREES AT
 AA8132'21.17 FT (6.45 M), SET A CARSONITE WITNESS POST, WITH A MAGNETIC
 AA8132'AZIMUTH OF 9 DEGREES AT 0.80 FT (0.24 M) (24.38 CM).
 AA8132
 AA8132                          STATION RECOVERY (1996)
 AA8132
 AA8132'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AA8132'THE MARK IS ABOUT 14.0 MI (22.5 KM) SOUTHWEST OF PALATKA, 8.9 MI (14.3
 AA8132'KM) NORTH OF SALT SPRINGS IN SECTION 6, TOWNSHIP 12 SOUTH, RANGE 26
 AA8132'EAST. TO REACH THE MARK FROM THE CITY HALL IN PALATKA ON U.S. HIGHWAY
 AA8132'17 (REID STREET, STATE ROAD 100), GO WEST ON U.S. HIGHWAY 17 (REID
 AA8132'STREET, STATE ROAD 100) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF STATE
 AA8132'ROAD 100 ON THE LEFT, TURN LEFT ON STATE ROAD 100 AND GO NORTHWEST FOR
 AA8132'0.8 MI (1.3 KM) TO THE INTERSECTION OF STATE ROAD 19, TURN LEFT ON
 AA8132'STATE ROAD 19 AND GO SOUTH-SOUTHWEST FOR 10.85 MI (17.46 KM) TO THE
 AA8132'SOUTH END OF THE CROSS FLORIDA BARGE CANAL BRIDGE, CONTINUE SOUTH ON
 AA8132'STATE ROAD 19 FOR 3.3 MI (5.3 KM) TO A SMALL BRIDGE AND THE MARK ON
 AA8132'THE LEFT, SET IN THE TOP OF THE NORTHEAST CONCRETE GUARDRAIL AND ABOUT
 AA8132'2.5 FT (0.8 M) ABOVE THE LEVEL OF STATE ROAD 19. LOCATED 16.6 FT (5.1
 AA8132'M) EAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 19 AND 8.0 FT (2.4
 AA8132'M) SOUTHWEST OF THE NORTH END OF THE CONCRETE GUARDRAIL AND CARSONITE
 AA8132'WITNESS POST.
 AA8132
 AA8132                          STATION RECOVERY (2003)
 AA8132
 AA8132'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AA8132'RECOVERED AS DESCRIBED.
 AA8132
 AA8132                          STATION RECOVERY (2004)
 AA8132
 AA8132'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AA8132'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1291 ***********************************************************************
 AG1291  DESIGNATION -  7 V
 AG1291  PID         -  AG1291
 AG1291  STATE/COUNTY-  FL/HILLSBOROUGH
 AG1291  COUNTRY     -  US
 AG1291  USGS QUAD   -  BRANDON (2018)
 AG1291
 AG1291                         *CURRENT SURVEY CONTROL
 AG1291  ______________________________________________________________________
 AG1291* NAD 83(1990) POSITION- 27 56 28.66179(N) 082 19 42.27972(W)   ADJUSTED
 AG1291* NAVD 88 ORTHO HEIGHT -    11.    (meters)       36.    (feet) SCALED
 AG1291  ______________________________________________________________________
 AG1291  GEOID HEIGHT    -        -25.138 (meters)                     GEOID18
 AG1291  LAPLACE CORR    -         -1.31  (seconds)                    DEFLEC18
 AG1291  HORZ ORDER      -  THIRD
 AG1291
 AG1291.The horizontal coordinates were established by classical geodetic methods
 AG1291.and adjusted by the National Geodetic Survey in May 1991.
 AG1291
 AG1291.The orthometric height was scaled from a topographic map.
 AG1291
 AG1291.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1291.GEOID18 height accuracy estimate available here.
 AG1291
 AG1291.Click photographs - Photos may exist for this station.
 AG1291
 AG1291.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG1291
 AG1291. The following values were computed from the NAD 83(1990) position.
 AG1291
 AG1291;                    North         East     Units Scale Factor Converg.
 AG1291;SPC FL W     -   399,747.135   167,681.189   MT  0.99995406   -0 09 14.0
 AG1291;SPC FL W     - 1,311,503.73    550,134.03   sFT  0.99995406   -0 09 14.0
 AG1291;UTM  17      - 3,091,409.315   369,309.944   MT  0.99981081   -0 37 21.1
 AG1291
 AG1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG1291!SPC FL W     -   1.00000227  x   0.99995406  =   0.99995633
 AG1291!UTM  17      -   1.00000227  x   0.99981081  =   0.99981308
 AG1291
 AG1291:                Primary Azimuth Mark                     Grid Az
 AG1291:SPC FL W     -  8 V                                      114 47 23.1
 AG1291:UTM  17      -  8 V                                      115 15 30.2
 AG1291
 AG1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6930991409(NAD 83)
 AG1291
 AG1291|---------------------------------------------------------------------|
 AG1291| PID    Reference Object                     Distance      Geod. Az  |
 AG1291|                                                           dddmmss.s |
 AG1291| AG1301 8 V                                 457.419 METERS 1143809.1 |
 AG1291|---------------------------------------------------------------------|
 AG1291
 AG1291                          SUPERSEDED SURVEY CONTROL
 AG1291
 AG1291  NAD 83(1986)-  27 56 28.68084(N)    082 19 42.30028(W) AD(       ) 3
 AG1291  NAD 27      -  27 56 27.60139(N)    082 19 42.96435(W) AD(       ) 3
 AG1291
 AG1291.Superseded values are not recommended for survey control.
 AG1291
 AG1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1291.See file dsdata.pdf to determine how the superseded data were derived.
 AG1291
 AG1291_MARKER: Z = SEE DESCRIPTION
 AG1291_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1291
 AG1291  HISTORY     - Date     Condition        Report By
 AG1291  HISTORY     - 1943     MONUMENTED       CGS
 AG1291  HISTORY     - 1956     MARK NOT FOUND   CGS
 AG1291  HISTORY     - 1958     MARK NOT FOUND   CGS
 AG1291
 AG1291                          STATION DESCRIPTION
 AG1291
 AG1291'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 AG1291'STATION AND REFERENCE MARK 1 NOT RECOVERED.  REFERENCE MARK 2
 AG1291'RECOVERED IN GOOD CONDITION.  STATION AND REFERENCE MARK 1
 AG1291'PROBABLY DESTROYED DUE TO THE RECONSTRUCTION OF THE HIGHWAY.
 AG1291'
 AG1291'REFERENCE MARK 2 IS LOCATED 62 FT. N OF THE CENTERLINE OF THE
 AG1291'Y-INTERSECTION OF STATE ROAD 60 AND PALM RIVER ROAD, 17.0 FT. NW
 AG1291'OF A TURN IN A FENCE, AND 9.3 FT. N OF A FENCE.  A STANDARD
 AG1291'REFERENCE-MARK DISK, STAMPED RM 2 7 V 1943 AND SET IN AN
 AG1291'8-IN. SQUARE CONCRETE MONUMENT AND PROTRUDING 2 IN. ABOVE GROUND.
 AG1291'
 AG1291'THIS IS A TRAVERSE STATION.
 AG1291
 AG1291                          STATION RECOVERY (1958)
 AG1291
 AG1291'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 AG1291'THE STATION AND REFERENCE MARK 1 WERE SEARCHED FOR BUT NOT
 AG1291'RECOVERED IN JULY, 1958.  THEY WERE REPORTED AS PROBABLY DESTROYED
 AG1291'IN 1956.
 AG1291'
 AG1291'REFERENCE MARK 2 WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT
 AG1291'IS LOCATED ABOUT 2.7 MI. W OF BRANDON, 62 FT. NE OF THE CENTERLINE
 AG1291'OF THE JUNCTION OF STATE HIGHWAY 60 AND PALM RIVER ROAD, 59
 AG1291'FT. N-NE OF THE CENTERLINE OF THE HIGHWAY, 154 FT. W-NW OF POWER
 AG1291'POLE 155, 144 FT. E-SE OF POWER POLE 154 AND 9 FT. N-NE
 AG1291'OF A FENCE.  A REFERENCE-MARK DISK SET IN THE TOP OF A SQUARE
 AG1291'CONCRETE POST WHICH PROJECTS 0.1 FT. ABOVE THE GROUND, STAMPED
 AG1291'7V R M 2 1943.
 AG1291'
 AG1291'TO REACH THE REFERENCE MARK FROM THE POST OFFICE AT BRANDON, GO
 AG1291'2.7 MI. W ALONG STATE HIGHWAY 60 TO A JUNCTION WITH PALM RIVER
 AG1291'ROAD AND THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1828 ***********************************************************************
 DL1828  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1828  DESIGNATION -  7.30
 DL1828  PID         -  DL1828
 DL1828  STATE/COUNTY-  FL/MANATEE
 DL1828  COUNTRY     -  US
 DL1828  USGS QUAD   -  PARRISH (2018)
 DL1828
 DL1828                         *CURRENT SURVEY CONTROL
 DL1828  ______________________________________________________________________
 DL1828* NAD 83(1986) POSITION- 27 31 30.4    (N) 082 25 47.9    (W)   HD_HELD2
 DL1828* NAVD 88 ORTHO HEIGHT -     1.942 (meters)        6.37  (feet) ADJUSTED
 DL1828  ______________________________________________________________________
 DL1828  GEOID HEIGHT    -        -24.676 (meters)                     GEOID18
 DL1828  DYNAMIC HEIGHT  -          1.939 (meters)        6.36  (feet) COMP
 DL1828  MODELED GRAVITY -    979,137.7   (mgal)                       NAVD 88
 DL1828
 DL1828  VERT ORDER      -  FIRST     CLASS II
 DL1828
 DL1828.The horizontal coordinates were established by autonomous hand held GPS
 DL1828.observations and have an estimated accuracy of +/- 10 meters.
 DL1828
 DL1828.The orthometric height was determined by differential leveling and
 DL1828.adjusted by the NATIONAL GEODETIC SURVEY
 DL1828.in July 2009.
 DL1828
 DL1828.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1828.GEOID18 height accuracy estimate available here.
 DL1828
 DL1828.This Tidal Bench Mark is designated as VM 19890
 DL1828.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1828
 DL1828.Click photographs - Photos may exist for this station.
 DL1828
 DL1828.The dynamic height is computed by dividing the NAVD 88
 DL1828.geopotential number by the normal gravity value computed on the
 DL1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1828.degrees latitude (g = 980.6199 gals.).
 DL1828
 DL1828.The modeled gravity was interpolated from observed gravity values.
 DL1828
 DL1828;                    North         East    Units  Estimated Accuracy
 DL1828;SPC FL W     -   353,661.      157,525.      MT  (+/- 10 meters HH2 GPS)
 DL1828
 DL1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5878145412(NAD 83)
 DL1828
 DL1828                          SUPERSEDED SURVEY CONTROL
 DL1828
 DL1828.No superseded survey control is available for this station.
 DL1828
 DL1828_MARKER: DD = SURVEY DISK
 DL1828_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DL1828_STAMPING: ELE 7.30
 DL1828_MARK LOGO: FL-081
 DL1828_PROJECTION: PROJECTING 5 CENTIMETERS
 DL1828_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1828+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2007
 DL1828
 DL1828  HISTORY     - Date     Condition        Report By
 DL1828  HISTORY     - UNK      MONUMENTED       FL-081
 DL1828  HISTORY     - 20071026 GOOD             FLDEP
 DL1828  HISTORY     - 20121221 GOOD             FL-081
 DL1828
 DL1828                          STATION DESCRIPTION
 DL1828
 DL1828'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DL1828'THE MARK IS ABOUT 4.5 MI (7.2 KM) SOUTH OF PARRISH, IN SECTION 17,
 DL1828'TOWNSHIP 34 SOUTH, RANGE 19 EAST.
 DL1828'
 DL1828'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1828'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 DL1828'TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. BUSINESS HIGHWAY 41 (9TH
 DL1828'STREET, TAMIAMI TRAIL) FOR 1.65 MI (2.7 KM) TO THE EXIT RAMP TO U.S.
 DL1828'HIGHWAY 301 EAST, TURN RIGHT ON U.S. HIGHWAY 301 AND GO EAST FOR 3.5
 DL1828'MI (5.6 KM) TO THE INTERSTATE 75 OVERPASS, CONTINUE EAST ON U.S.
 DL1828'HIGHWAY 41 FOR 4.3 MI (6.9 KM) TO THE JUNCTION OF CHIN ROAD ON THE
 DL1828'RIGHT, TURN RIGHT ON CHIN ROAD AND GO SOUTH FOR 0.7 MI (1.1 KM) TO THE
 DL1828'JUNCTION OF OLD TAMPA ROAD ON THE LEFT, TURN LEFT ON OLD TAMPA ROAD
 DL1828'AND GO EAST FOR 1.25 MI (2.0 KM) TO THE JUNCTION OF FORT HAMER ROAD ON
 DL1828'THE RIGHT, TURN RIGHT ON FORT HAMER ROAD AND GO SOUTH FOR 1.65 MI (2.7
 DL1828'KM) TO THE END OF THE ROAD AT THE FORT HAMER BOAT RAMP AND THE MARK ON
 DL1828'THE RIGHT, SET IN THE TOP OF A 0.6 FT (0.2 M) SQUARE CONCRETE POST
 DL1828'PROJECTING 0.2 FT (0.1 M) ABOVE THE LEVEL OF THE GROUND AND 2.0 FT
 DL1828'(0.6 M) BELOW THE LEVEL OF FORT HAMER ROAD.
 DL1828'
 DL1828'LOCATED ABOUT 129.0 FT (39.3 M) NORTHEAST OF A NOS BENCH MARK STAMPED
 DL1828'6277 B 1977, 85.2 FT (26.0 M) EAST OF A NOS BENCH MARK STAMPED 6277 C
 DL1828'1977, 41.3 FT (12.6 M) WEST-NORTHWEST OF THE CENTERLINE OF FORT HAMER
 DL1828'ROAD, 28.2 FT (8.6 M) NORTH OF A SQUARE CONCRETE POST WITH 2 PANEL
 DL1828'BOXES ATTACHED AND 1.0 FT (0.3 M) EAST-SOUTHEAST OF A CARSONITE
 DL1828'WITNESS POST.
 DL1828
 DL1828                          STATION RECOVERY (2012)
 DL1828
 DL1828'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KW)
 DL1828'STATION IS ALSO 77 FT (23.5 M) WESTERLY OF THE WOOD POWER POLE NUMBER
 DL1828'2 41 20 AND CONCRETE POST WITH PANEL BOXES ATTACHED IS NO LONGER
 DL1828'THERE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR0722 ***********************************************************************
 AR0722  DESIGNATION -  7.5
 AR0722  PID         -  AR0722
 AR0722  STATE/COUNTY-  FL/LEVY
 AR0722  COUNTRY     -  US
 AR0722  USGS QUAD   -  YANKEETOWN (2018)
 AR0722
 AR0722                         *CURRENT SURVEY CONTROL
 AR0722  ______________________________________________________________________
 AR0722* NAD 83(1986) POSITION- 29 01 43.6    (N) 082 43 01.1    (W)   HD_HELD2
 AR0722* NAVD 88 ORTHO HEIGHT -     2.040 (meters)        6.69  (feet) ADJUSTED
 AR0722  ______________________________________________________________________
 AR0722  GEOID HEIGHT    -        -27.325 (meters)                     GEOID18
 AR0722  DYNAMIC HEIGHT  -          2.037 (meters)        6.68  (feet) COMP
 AR0722  MODELED GRAVITY -    979,241.1   (mgal)                       NAVD 88
 AR0722
 AR0722  VERT ORDER      -  FIRST     CLASS II
 AR0722
 AR0722.The horizontal coordinates were established by autonomous hand held GPS
 AR0722.observations and have an estimated accuracy of +/- 10 meters.
 AR0722
 AR0722.The orthometric height was determined by differential leveling and
 AR0722.adjusted by the NATIONAL GEODETIC SURVEY
 AR0722.in August 2010.
 AR0722
 AR0722.No vertical observational check was made to the station.
 AR0722
 AR0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR0722.GEOID18 height accuracy estimate available here.
 AR0722
 AR0722.Click photographs - Photos may exist for this station.
 AR0722
 AR0722.The dynamic height is computed by dividing the NAVD 88
 AR0722.geopotential number by the normal gravity value computed on the
 AR0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR0722.degrees latitude (g = 980.6199 gals.).
 AR0722
 AR0722.The modeled gravity was interpolated from observed gravity values.
 AR0722
 AR0722;                    North         East    Units  Estimated Accuracy
 AR0722;SPC FL W     -   520,432.      130,162.      MT  (+/- 10 meters HH2 GPS)
 AR0722
 AR0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN3280012389(NAD 83)
 AR0722
 AR0722                          SUPERSEDED SURVEY CONTROL
 AR0722
 AR0722  NAVD 88 (??/??/92)    1.978  (m)            6.49   (f) SUPERSEDED  3 0
 AR0722  NGVD 29 (??/??/92)    2.279  (m)            7.48   (f) ADJ UNCH    1 2
 AR0722
 AR0722.Superseded values are not recommended for survey control.
 AR0722
 AR0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AR0722.See file dsdata.pdf to determine how the superseded data were derived.
 AR0722
 AR0722_MARKER: Z = SEE DESCRIPTION
 AR0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR0722_MARK LOGO: NONE
 AR0722_PROJECTION: RECESSED 5 CENTIMETERS
 AR0722_MAGNETIC: P = MARKER IS A STEEL PIPE
 AR0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR0722+STABILITY: SURFACE MOTION
 AR0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AR0722+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2008
 AR0722
 AR0722  HISTORY     - Date     Condition        Report By
 AR0722  HISTORY     - UNK      MONUMENTED       LOCSUR
 AR0722  HISTORY     - 1960     GOOD             CGS
 AR0722  HISTORY     - 20081208 GOOD             FLDEP
 AR0722
 AR0722                          STATION DESCRIPTION
 AR0722
 AR0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AR0722'AT YANKEETOWN.
 AR0722'AT YANKEETOWN, 127 FEET EAST OF THE SOUTHEAST CORNER OF THE
 AR0722'POST OFFICE, 70 FEET SOUTHEAST OF THE CENTER OF A STREET
 AR0722'INTERSECTION, 29 FEET SOUTHWEST OF THE CENTER OF THE ENTRANCE
 AR0722'TO THE PARKING AREA, 15 FEET NORTHEAST OF THE NORTHEAST CORNER
 AR0722'OF THE IZAAK WALTON LODGE, 6 FEET NORTH OF THE NORTHEAST CORNER
 AR0722'OF THE STEPS, 2 FEET WEST OF BENCH MARK L 21, SET IN THE TOP
 AR0722'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 AR0722
 AR0722                          STATION RECOVERY (2008)
 AR0722
 AR0722'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AR0722'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING INFORMATION, LOCATED
 AR0722'60.9 FT (18.6 M) NORTHWEST OF THE NORTHEAST PORCH COLUMN OF THE IZAAK
 AR0722'WALTON LODGE AND 4.7 FT (1.4 M) WEST OF A CORAL ROCK SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0606 ***********************************************************************
 AC0606  DESIGNATION -  7.89
 AC0606  PID         -  AC0606
 AC0606  STATE/COUNTY-  FL/COLLIER
 AC0606  COUNTRY     -  US
 AC0606  USGS QUAD   -  OCHOPEE (2018)
 AC0606
 AC0606                         *CURRENT SURVEY CONTROL
 AC0606  ______________________________________________________________________
 AC0606* NAD 83(1986) POSITION- 25 54 37.     (N) 081 21 47.     (W)   SCALED
 AC0606* NAVD 88 ORTHO HEIGHT -     2.054 (meters)        6.74  (feet) ADJUSTED
 AC0606  ______________________________________________________________________
 AC0606  GEOID HEIGHT    -        -23.795 (meters)                     GEOID18
 AC0606  DYNAMIC HEIGHT  -          2.051 (meters)        6.73  (feet) COMP
 AC0606  MODELED GRAVITY -    979,020.9   (mgal)                       NAVD 88
 AC0606
 AC0606  VERT ORDER      -  FIRST     CLASS I
 AC0606
 AC0606.The horizontal coordinates were scaled from a map and have
 AC0606.an estimated accuracy of +/- 6 seconds.
 AC0606
 AC0606.The orthometric height was determined by differential leveling and
 AC0606.adjusted by the NATIONAL GEODETIC SURVEY
 AC0606.in September 1992.
 AC0606
 AC0606.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0606.GEOID18 height accuracy estimate available here.
 AC0606
 AC0606.Click photographs - Photos may exist for this station.
 AC0606
 AC0606.The dynamic height is computed by dividing the NAVD 88
 AC0606.geopotential number by the normal gravity value computed on the
 AC0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0606.degrees latitude (g = 980.6199 gals.).
 AC0606
 AC0606.The modeled gravity was interpolated from observed gravity values.
 AC0606
 AC0606;                    North         East    Units  Estimated Accuracy
 AC0606;SPC FL E     -   174,730.      163,630.      MT  (+/- 180 meters Scaled)
 AC0606
 AC0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ636657(NAD 83)
 AC0606
 AC0606                          SUPERSEDED SURVEY CONTROL
 AC0606
 AC0606  NAVD 88 (06/15/91)    2.054  (m)            6.74   (f) SUPERSEDED  1 1
 AC0606  NGVD 29 (??/??/92)    2.472  (m)            8.11   (f) SUPERSEDED  1 1
 AC0606  NGVD 29 (09/01/92)    2.472  (m)            8.11   (f) ADJUSTED    1 1
 AC0606
 AC0606.Superseded values are not recommended for survey control.
 AC0606
 AC0606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0606.See file dsdata.pdf to determine how the superseded data were derived.
 AC0606
 AC0606_MARKER: DD = SURVEY DISK
 AC0606_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC0606_SP_SET: ABUTMENT
 AC0606_STAMPING: 7.89
 AC0606_MARK LOGO: FLDT
 AC0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0606_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC0606+STABILITY: POSITION/ELEVATION WELL
 AC0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0606+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2013
 AC0606
 AC0606  HISTORY     - Date     Condition        Report By
 AC0606  HISTORY     - UNK      MONUMENTED       FLDT
 AC0606  HISTORY     - 1965     GOOD             CGS
 AC0606  HISTORY     - 1990     GOOD             USPSQD
 AC0606  HISTORY     - 19920226 GOOD             NGS
 AC0606  HISTORY     - 19991231 GOOD             USPSQD
 AC0606  HISTORY     - 20110926 GOOD             GEOCAC
 AC0606  HISTORY     - 20130506 GOOD             FL-021
 AC0606
 AC0606                          STATION DESCRIPTION
 AC0606
 AC0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC0606'4.1 MI W FROM OCHOPEE.
 AC0606'ABOUT 4.1 MILES WEST ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 AC0606'AT OCHOPEE, 0.1 MILE SOUTHEAST OF THE INTERSECTION OF STATE
 AC0606'HIGHWAY 29, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 AC0606'CONCRETE ABUTMENT OF HIGHWAY BRIDGE NO. 76 A, 16.5 FEET SOUTHWEST
 AC0606'OF THE CENTER LINE OF THE HIGHWAY, 124.0 FEET WEST OF AND ACROSS
 AC0606'THE HIGHWAY FROM B. M. G 249 (S.R.D.) DESCRIBED, AND ABOUT 0.5
 AC0606'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AC0606
 AC0606                          STATION RECOVERY (1990)
 AC0606
 AC0606'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0606'RECOVERED IN GOOD CONDITION.
 AC0606
 AC0606                          STATION RECOVERY (1992)
 AC0606
 AC0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0606'50.8 KM (31.55 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC0606'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.2 M (0.7 FT) NORTH OF
 AC0606'THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF BRIDGE NUMBER 030076,
 AC0606'5.1 M (16.7 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 0.3 M
 AC0606'(1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC0606
 AC0606                          STATION RECOVERY (1999)
 AC0606
 AC0606'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC0606'RECOVERED IN GOOD CONDITION.
 AC0606
 AC0606                          STATION RECOVERY (2011)
 AC0606
 AC0606'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AC0606'RECOVERED IN GOOD CONDITION.
 AC0606
 AC0606                          STATION RECOVERY (2013)
 AC0606
 AC0606'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0606'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7203 ***********************************************************************
 AK7203  DESIGNATION -  70
 AK7203  PID         -  AK7203
 AK7203  STATE/COUNTY-  FL/ORANGE
 AK7203  COUNTRY     -  US
 AK7203  USGS QUAD   -  OVIEDO SW (2018)
 AK7203
 AK7203                         *CURRENT SURVEY CONTROL
 AK7203  ______________________________________________________________________
 AK7203* NAD 83(1986) POSITION- 28 33 57.     (N) 081 10 44.     (W)   SCALED
 AK7203* NAVD 88 ORTHO HEIGHT -    13.727 (meters)       45.04  (feet) ADJUSTED
 AK7203  ______________________________________________________________________
 AK7203  GEOID HEIGHT    -        -27.934 (meters)                     GEOID18
 AK7203  DYNAMIC HEIGHT  -         13.707 (meters)       44.97  (feet) COMP
 AK7203  MODELED GRAVITY -    979,205.2   (mgal)                       NAVD 88
 AK7203
 AK7203  VERT ORDER      -  SECOND    CLASS I
 AK7203
 AK7203.The horizontal coordinates were scaled from a map and have
 AK7203.an estimated accuracy of +/- 6 seconds.
 AK7203
 AK7203.The orthometric height was determined by differential leveling and
 AK7203.adjusted by the NATIONAL GEODETIC SURVEY
 AK7203.in December 1995.
 AK7203
 AK7203.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7203.GEOID18 height accuracy estimate available here.
 AK7203
 AK7203.Click photographs - Photos may exist for this station.
 AK7203
 AK7203.The dynamic height is computed by dividing the NAVD 88
 AK7203.geopotential number by the normal gravity value computed on the
 AK7203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7203.degrees latitude (g = 980.6199 gals.).
 AK7203
 AK7203.The modeled gravity was interpolated from observed gravity values.
 AK7203
 AK7203;                    North         East    Units  Estimated Accuracy
 AK7203;SPC FL E     -   468,930.      182,500.      MT  (+/- 180 meters Scaled)
 AK7203
 AK7203_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM825598(NAD 83)
 AK7203
 AK7203                          SUPERSEDED SURVEY CONTROL
 AK7203
 AK7203.No superseded survey control is available for this station.
 AK7203
 AK7203_MARKER: DD = SURVEY DISK
 AK7203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7203_STAMPING: B.M. 70 ELEV. 45.39
 AK7203_MARK LOGO: FLDT
 AK7203_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7203+STABILITY: SURFACE MOTION
 AK7203
 AK7203  HISTORY     - Date     Condition        Report By
 AK7203  HISTORY     - UNK      MONUMENTED       FLDT
 AK7203  HISTORY     - 19900326 GOOD             FL-095
 AK7203
 AK7203                          STATION DESCRIPTION
 AK7203
 AK7203'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7203'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7203'SOUTH SIDE OF SR 50, ABOUT 100 FT (30.5 M) SOUTH OF THE CENTER LINE
 AK7203'OF SR 50, ABOUT 336 FT (102.4 M) WEST OF CENTER LINE OF LONE PALM
 AK7203'ROAD, AND ABOUT 90 FT (27.4 M) EAST OF CENTER LINE OF CREEK.  T22S,
 AK7203'R31E, SECTION 23. (DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING
 AK7203'DEPARTMENT.)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE9887 ***********************************************************************
 DE9887  DESIGNATION -  70
 DE9887  PID         -  DE9887
 DE9887  STATE/COUNTY-  FL/SEMINOLE
 DE9887  COUNTRY     -  US
 DE9887  USGS QUAD   -  OVIEDO (2018)
 DE9887
 DE9887                         *CURRENT SURVEY CONTROL
 DE9887  ______________________________________________________________________
 DE9887* NAD 83(1986) POSITION- 28 38 43.     (N) 081 13 55.     (W)   SCALED
 DE9887* NAVD 88 ORTHO HEIGHT -    12.796 (meters)       41.98  (feet) ADJUSTED
 DE9887  ______________________________________________________________________
 DE9887  GEOID HEIGHT    -        -27.814 (meters)                     GEOID18
 DE9887  DYNAMIC HEIGHT  -         12.777 (meters)       41.92  (feet) COMP
 DE9887  MODELED GRAVITY -    979,219.9   (mgal)                       NAVD 88
 DE9887
 DE9887  VERT ORDER      -  SECOND    CLASS I
 DE9887
 DE9887.The horizontal coordinates were scaled from a map and have
 DE9887.an estimated accuracy of +/- 6 seconds.
 DE9887
 DE9887.The orthometric height was determined by differential leveling and
 DE9887.adjusted by the NATIONAL GEODETIC SURVEY
 DE9887.in November 2003.
 DE9887
 DE9887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9887.GEOID18 height accuracy estimate available here.
 DE9887
 DE9887.Click photographs - Photos may exist for this station.
 DE9887
 DE9887.The dynamic height is computed by dividing the NAVD 88
 DE9887.geopotential number by the normal gravity value computed on the
 DE9887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9887.degrees latitude (g = 980.6199 gals.).
 DE9887
 DE9887.The modeled gravity was interpolated from observed gravity values.
 DE9887
 DE9887;                    North         East    Units  Estimated Accuracy
 DE9887;SPC FL E     -   477,740.      177,320.      MT  (+/- 180 meters Scaled)
 DE9887
 DE9887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM773687(NAD 83)
 DE9887
 DE9887                          SUPERSEDED SURVEY CONTROL
 DE9887
 DE9887.No superseded survey control is available for this station.
 DE9887
 DE9887_MARKER: DD = SURVEY DISK
 DE9887_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9887_STAMPING: B.M. 70
 DE9887_MARK LOGO: FLDT
 DE9887_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9887_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9887+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9887
 DE9887  HISTORY     - Date     Condition        Report By
 DE9887  HISTORY     - 1997     MONUMENTED       FLDT
 DE9887  HISTORY     - 20210718 MARK NOT FOUND   GEOCAC
 DE9887
 DE9887                          STATION DESCRIPTION
 DE9887
 DE9887'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1997 (JLM)
 DE9887'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTHEAST OF WINTER PARK, 2.6 MI
 DE9887'(4.2 KM) SOUTHWEST OF OVIEDO ON STATE ROAD 426 IN SECTION 20, TOWNSHIP
 DE9887'21 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE
 DE9887'ROAD 434 (CENTRAL AVENUE), 419 AND 426 (BROADWAY STREET) IN OVIEDO, GO
 DE9887'WEST ON STATE ROAD 426 (BROADWAY STREET) FOR 2.65 MI (4.26 KM) TO THE
 DE9887'ST.  LUKES LUTHERAN CHRUCH ON THE LEFT AND THE MARK ON THE RIGHT, SET
 DE9887'IN THE TOP OF A 4-INCH SQUARE CONCRETE POST IMBEDDED INTO THE GROUND,
 DE9887'RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 DE9887'STATE ROAD 426. LOCATED 41.9 FT (12.8 M) NORTHWEST OF THE CENTERLINE
 DE9887'OF STATE ROAD 426, 33.6 FT (10.2 M) WEST-SOUTHWEST OF POWER POLE
 DE9887'NUMBER FPC A77417 AND 1.0 FT (0.3 M) SOUTHEAST OF A METAL WITNESS
 DE9887'POST.
 DE9887
 DE9887                          STATION RECOVERY (2021)
 DE9887
 DE9887'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DE9887'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG8683 ***********************************************************************
 DG8683  DESIGNATION -  70 80 A 15
 DG8683  PID         -  DG8683
 DG8683  STATE/COUNTY-  FL/BREVARD
 DG8683  COUNTRY     -  US
 DG8683  USGS QUAD   -  COCOA BEACH (2018)
 DG8683
 DG8683                         *CURRENT SURVEY CONTROL
 DG8683  ______________________________________________________________________
 DG8683* NAD 83(2011) POSITION- 28 18 21.58945(N) 080 36 31.31445(W)   ADJUSTED
 DG8683* NAD 83(2011) ELLIP HT-   -24.471 (meters)        (06/27/12)   ADJUSTED
 DG8683* NAD 83(2011) EPOCH   -  2010.00
 DG8683* NAVD 88 ORTHO HEIGHT -     3.791 (meters)       12.44  (feet) ADJUSTED
 DG8683  ______________________________________________________________________
 DG8683  GEOID HEIGHT    -        -28.272 (meters)                     GEOID18
 DG8683  NAD 83(2011) X  -    917,000.887 (meters)                     COMP
 DG8683  NAD 83(2011) Y  - -5,544,377.021 (meters)                     COMP
 DG8683  NAD 83(2011) Z  -  3,006,392.817 (meters)                     COMP
 DG8683  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 DG8683  DYNAMIC HEIGHT  -          3.786 (meters)       12.42  (feet) COMP
 DG8683  MODELED GRAVITY -    979,205.3   (mgal)                       NAVD 88
 DG8683
 DG8683  VERT ORDER      -  FIRST     CLASS II
 DG8683
 DG8683  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8683  Standards:
 DG8683         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8683            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8683  -------------------------------------------------------------------
 DG8683  NETWORK    1.22   2.35           0.53   0.46   1.20     -0.17540315
 DG8683  -------------------------------------------------------------------
 DG8683  Click here for local accuracies and other accuracy information.
 DG8683
 DG8683.The horizontal coordinates were established by GPS observations
 DG8683.and adjusted by the National Geodetic Survey in June 2012.
 DG8683
 DG8683.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8683.been affixed to the stable North American tectonic plate. See 
 DG8683.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8683
 DG8683.The horizontal coordinates are valid at the epoch date displayed above
 DG8683.which is a decimal equivalence of Year/Month/Day.
 DG8683
 DG8683.The orthometric height was determined by differential leveling and
 DG8683.adjusted by the NATIONAL GEODETIC SURVEY
 DG8683.in April 2009.
 DG8683
 DG8683.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8683.GEOID18 height accuracy estimate available here.
 DG8683
 DG8683.Click photographs - Photos may exist for this station.
 DG8683
 DG8683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8683
 DG8683.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG8683
 DG8683.The ellipsoidal height was determined by GPS observations
 DG8683.and is referenced to NAD 83.
 DG8683
 DG8683.The dynamic height is computed by dividing the NAVD 88
 DG8683.geopotential number by the normal gravity value computed on the
 DG8683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8683.degrees latitude (g = 980.6199 gals.).
 DG8683
 DG8683.The modeled gravity was interpolated from observed gravity values.
 DG8683
 DG8683. The following values were computed from the NAD 83(2011) position.
 DG8683
 DG8683;                    North         East     Units Scale Factor Converg.
 DG8683;SPC FL E     -   440,180.317   238,377.785   MT  0.99995935   +0 11 08.0
 DG8683;SPC FL E     - 1,444,158.26    782,077.78   sFT  0.99995935   +0 11 08.0
 DG8683;UTM  17      - 3,131,162.111   538,364.690   MT  0.99961816   +0 11 08.0
 DG8683
 DG8683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8683!SPC FL E     -   1.00000384  x   0.99995935  =   0.99996319
 DG8683!UTM  17      -   1.00000384  x   0.99961816  =   0.99962200
 DG8683
 DG8683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3836431162(NAD 83)
 DG8683
 DG8683                          SUPERSEDED SURVEY CONTROL
 DG8683
 DG8683  NAD 83(2007)-  28 18 21.58952(N)    080 36 31.31516(W) AD(2002.00) 0
 DG8683  ELLIP H (02/10/07)  -24.457  (m)                       GP(2002.00)    
 DG8683  NAD 83(1999)-  28 18 21.58962(N)    080 36 31.31559(W) AD(       ) 1
 DG8683  ELLIP H (12/30/04)  -24.437  (m)                       GP(       ) 4 1
 DG8683  NAVD 88 (12/30/04)    3.8    (m)  GEOID03  model used  GPS OBS        
 DG8683
 DG8683.Superseded values are not recommended for survey control.
 DG8683
 DG8683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8683.See file dsdata.pdf to determine how the superseded data were derived.
 DG8683
 DG8683_STAMPING: 70 80 A 15
 DG8683_MARK LOGO: FLDT
 DG8683_PROJECTION: RECESSED 18 CENTIMETERS
 DG8683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8683+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2008
 DG8683
 DG8683  HISTORY     - Date     Condition        Report By
 DG8683  HISTORY     - UNK      MONUMENTED       FLDT
 DG8683  HISTORY     - 20040325 GOOD             FL-009
 DG8683  HISTORY     - 20060303 GOOD             FLDEP
 DG8683  HISTORY     - 20080104 GOOD             FL-009
 DG8683  HISTORY     - 20200717 MARK NOT FOUND   GEOCAC
 DG8683
 DG8683                          STATION DESCRIPTION
 DG8683
 DG8683'DESCRIBED BY BREVARD COUNTY FLORIDA 2004 (SRV)
 DG8683'DESCRIBED BY BREVARD COUNTY SURVEYING AND MAPPING, GPS DEPT.  2003
 DG8683'(SRV)
 DG8683'
 DG8683'THE STATION IS LOCATED 7 MI (11.3 KM) SOUTHEAST OF ROCKLEDGE AND 4 MI
 DG8683'(6.4 KM) NORTH OF  PATRICK AIR FORCE BASE, IN THE RIGHT-OF-WAY OF
 DG8683'NORTHBOUND STATE ROAD A1A.
 DG8683'
 DG8683'TO REACH STATION FROM THE INTERSECTION OF STATE ROAD A1A AND STATE
 DG8683'ROAD 404 NEAR THE  SOUTH EDGE OF PATRICK AIR FORCE BASE, GO NORTH ON
 DG8683'STATE ROAD A1A FOR 6.7 MI (10.8 KM) TO  THE INTERSECTION OF 7TH STREET
 DG8683'AND THE STATION ON THE LEFT.
 DG8683'
 DG8683'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPORTATION BRASS
 DG8683'DISK, STAMPED  ---70 80 A 15--- IN THE TOP OF A 12-INCH ROUND CONCRETE
 DG8683'MONUMENT THAT IS 4-INCHES BELOW THE  GROUND.  IT IS 16.0 FT (4.9 M)
 DG8683'WEST OF THE CENTER OF STATE ROAD A1A AND 30.5 FT (9.3 M) NORTH  OF THE
 DG8683'CENTER OF 7TH STREET.
 DG8683'
 DG8683'REFERENCES--
 DG8683'
 DG8683'RAILROAD SPIKE FOUND NEAR THE INTERSECTION OF STATE ROAD A1A AND 7TH
 DG8683'STREET ON A  MAGNETIC AZIMUTH OF 160 DEGREES AT 35.05 FT.
 DG8683'
 DG8683'FLDNR BRASS DISK ---70 80 A 15 REF MK 1--- IN THE SOUTH CONCRETE
 DG8683'GUTTER OF 7TH STREET ON A  MAGNETIC AZIMUTH OF 200 DEGREES AT 44.55
 DG8683'FT.
 DG8683'
 DG8683'FLDNR BRASS DISK ---70 80 A 15 REF MK 2--- IN THE NORTH CONCRETE
 DG8683'GUTTER OF 7TH STREET ON A  MAGNETIC AZIMUTH OF 250 DEGREES AT 41.14
 DG8683'FT.
 DG8683
 DG8683                          STATION RECOVERY (2006)
 DG8683
 DG8683'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DG8683'THE MARK IS ABOUT 10.9 MI NORTHWEST OF MELBOURNE (EAU GALLIE BEACH),
 DG8683'4.3 MI SOUTH OF  COCOA BEACH, IN SOUTH COCOA BEACH, IN SECTION 14,
 DG8683'TOWNSHIP 25 SOUTH, RANGE 37 EAST.
 DG8683'
 DG8683'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 520 AND STATE
 DG8683'HIGHWAY A1A IN  COCOA BEACH, GO SOUTH ON STATE HIGHWAY A1A FOR 4.3 MI
 DG8683'TO THE JUNCTION OF 7TH STREET  NORTH, TURN LEFT ON 7TH STREET NORTH
 DG8683'AND GO EAST FOR 0.1 MI TO THE JUNCTION OF NORTH  ATLANTIC AVENUE AND
 DG8683'THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT  RECESSED
 DG8683'0.7 FT BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF STATE
 DG8683'HIGHWAY  A1A NORTHBOUND LANES.
 DG8683'
 DG8683'LOCATED 30.5 FT NORTH OF THE CENTERLINE OF 7TH STREET NORTH, 16.0 FT
 DG8683'WEST OF THE  CENTERLINE OF STATE HIGHWAY.
 DG8683'
 DG8683'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DG8683'MONUMENT.
 DG8683
 DG8683                          STATION RECOVERY (2008)
 DG8683
 DG8683'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2008 (SRV)
 DG8683'RECOVERED IN GOOD CONDITION.
 DG8683
 DG8683                          STATION RECOVERY (2020)
 DG8683
 DG8683'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DG8683'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6609 ***********************************************************************
 DK6609  DESIGNATION -  70 80 A 20
 DK6609  PID         -  DK6609
 DK6609  STATE/COUNTY-  FL/BREVARD
 DK6609  COUNTRY     -  US
 DK6609  USGS QUAD   -  COCOA BEACH (2018)
 DK6609
 DK6609                         *CURRENT SURVEY CONTROL
 DK6609  ______________________________________________________________________
 DK6609* NAD 83(1986) POSITION- 28 15 40.7    (N) 080 36 18.4    (W)   HD_HELD2
 DK6609* NAVD 88 ORTHO HEIGHT -     3.708 (meters)       12.17  (feet) ADJUSTED
 DK6609  ______________________________________________________________________
 DK6609  GEOID HEIGHT    -        -28.284 (meters)                     GEOID18
 DK6609  DYNAMIC HEIGHT  -          3.703 (meters)       12.15  (feet) COMP
 DK6609  MODELED GRAVITY -    979,199.0   (mgal)                       NAVD 88
 DK6609
 DK6609  VERT ORDER      -  FIRST     CLASS II
 DK6609
 DK6609.The horizontal coordinates were established by autonomous hand held GPS
 DK6609.observations and have an estimated accuracy of +/- 10 meters.
 DK6609
 DK6609.The orthometric height was determined by differential leveling and
 DK6609.adjusted by the NATIONAL GEODETIC SURVEY
 DK6609.in April 2009.
 DK6609
 DK6609.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6609.GEOID18 height accuracy estimate available here.
 DK6609
 DK6609.Click photographs - Photos may exist for this station.
 DK6609
 DK6609.The dynamic height is computed by dividing the NAVD 88
 DK6609.geopotential number by the normal gravity value computed on the
 DK6609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6609.degrees latitude (g = 980.6199 gals.).
 DK6609
 DK6609.The modeled gravity was interpolated from observed gravity values.
 DK6609
 DK6609;                    North         East    Units  Estimated Accuracy
 DK6609;SPC FL E     -   435,229.      238,746.      MT  (+/- 10 meters HH2 GPS)
 DK6609
 DK6609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3873226212(NAD 83)
 DK6609
 DK6609                          SUPERSEDED SURVEY CONTROL
 DK6609
 DK6609.No superseded survey control is available for this station.
 DK6609
 DK6609_MARKER: DD = SURVEY DISK
 DK6609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6609_STAMPING: 70 80 A 20
 DK6609_MARK LOGO: FLDT
 DK6609_PROJECTION: RECESSED 5 CENTIMETERS
 DK6609_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6609+STABILITY: SURFACE MOTION
 DK6609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6609+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2020
 DK6609
 DK6609  HISTORY     - Date     Condition        Report By
 DK6609  HISTORY     - UNK      MONUMENTED       FLDT
 DK6609  HISTORY     - 20060412 GOOD             FLDEP
 DK6609  HISTORY     - 20200216 GOOD             GEOCAC
 DK6609
 DK6609                          STATION DESCRIPTION
 DK6609
 DK6609'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6609'THE MARK IS ABOUT 8.9 MI SOUTHEAST OF COCOA BEACH, 6.2 MI NORTHWEST OF
 DK6609'MELBOURNE (EAU  GALLIE BEACH), IN SOUTH PATRICK BEACH, IN SECTION 35,
 DK6609'TOWNSHIP 25 SOUTH, RANGE 37 EAST.
 DK6609'
 DK6609'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 518 AND STATE
 DK6609'HIGHWAY A1A IN  MELBOURNE (EAU GALLIE BEACH), GO NORTHERLY ON STATE
 DK6609'HIGHWAY A1A FOR 5.25 MI TO THE  JUNCTION OF STATE HIGHWAY 404,
 DK6609'CONTINUE NORTH ON STATE HIGHWAY A1A FOR 3.35 MI TO THE  MARK ON THE
 DK6609'LEFT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE
 DK6609'LEVEL OF THE GROUND AND ABOUT LEVEL WITH STATE HIGHWAY A1A. THE MARK
 DK6609'CAN ALSO BE  REACHED FROM THE JUNCTION OF STATE HIGHWAY 520 AND STATE
 DK6609'HIGHWAY A1A IN COCOA BEACH,  GO SOUTH ON STATE HIGHWAY A1A FOR 6.55 MI
 DK6609'TO THE MARK ON THE LEFT.
 DK6609'
 DK6609'LOCATED 278.0 FT SOUTH OF BREVARD GPS 1009, 201.0 FT NORTH OF THE
 DK6609'NORTH CURB OF A MEDIAN  CROSSOVER, 25.0 FT NORTH OF THE EXTENDED
 DK6609'CENTERLINE OF A PRIVATE ENTRANCE AT 251, 22.5 FT  WEST OF THE
 DK6609'CENTERLINE OF STATE HIGHWAY A1A NORTHBOUND LANES, 21.7 FT EAST OF THE
 DK6609'CENTERLINE OF STATE HIGHWAY A1A SOUTHBOUND LANES.
 DK6609'
 DK6609'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DK6609'MONUMENT.
 DK6609
 DK6609                          STATION RECOVERY (2020)
 DK6609
 DK6609'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6609'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7479 ***********************************************************************
 AK7479  DESIGNATION -  70 80 A 28
 AK7479  PID         -  AK7479
 AK7479  STATE/COUNTY-  FL/BREVARD
 AK7479  COUNTRY     -  US
 AK7479  USGS QUAD   -  TROPIC (2018)
 AK7479
 AK7479                         *CURRENT SURVEY CONTROL
 AK7479  ______________________________________________________________________
 AK7479* NAD 83(2011) POSITION- 28 10 39.92452(N) 080 35 27.60555(W)   ADJUSTED
 AK7479* NAD 83(2011) ELLIP HT-   -24.316 (meters)        (06/27/12)   ADJUSTED
 AK7479* NAD 83(2011) EPOCH   -  2010.00
 AK7479* NAVD 88 ORTHO HEIGHT -     3.982 (meters)       13.06  (feet) ADJUSTED
 AK7479  ______________________________________________________________________
 AK7479  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 AK7479  NAD 83(2011) X  -    919,812.768 (meters)                     COMP
 AK7479  NAD 83(2011) Y  - -5,550,728.207 (meters)                     COMP
 AK7479  NAD 83(2011) Z  -  2,993,872.753 (meters)                     COMP
 AK7479  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 AK7479  DYNAMIC HEIGHT  -          3.976 (meters)       13.04  (feet) COMP
 AK7479  MODELED GRAVITY -    979,187.8   (mgal)                       NAVD 88
 AK7479
 AK7479  VERT ORDER      -  FIRST     CLASS II
 AK7479
 AK7479  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7479  Standards:
 AK7479         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7479            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7479  -------------------------------------------------------------------
 AK7479  NETWORK    1.42   2.33           0.59   0.56   1.19     -0.28460883
 AK7479  -------------------------------------------------------------------
 AK7479  Click here for local accuracies and other accuracy information.
 AK7479
 AK7479.The horizontal coordinates were established by GPS observations
 AK7479.and adjusted by the National Geodetic Survey in June 2012.
 AK7479
 AK7479.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7479.been affixed to the stable North American tectonic plate. See 
 AK7479.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7479
 AK7479.The horizontal coordinates are valid at the epoch date displayed above
 AK7479.which is a decimal equivalence of Year/Month/Day.
 AK7479
 AK7479.The orthometric height was determined by differential leveling and
 AK7479.adjusted by the NATIONAL GEODETIC SURVEY
 AK7479.in April 2009.
 AK7479
 AK7479.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7479.GEOID18 height accuracy estimate available here.
 AK7479
 AK7479.Click photographs - Photos may exist for this station.
 AK7479
 AK7479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7479
 AK7479.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7479
 AK7479.The ellipsoidal height was determined by GPS observations
 AK7479.and is referenced to NAD 83.
 AK7479
 AK7479.The dynamic height is computed by dividing the NAVD 88
 AK7479.geopotential number by the normal gravity value computed on the
 AK7479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7479.degrees latitude (g = 980.6199 gals.).
 AK7479
 AK7479.The modeled gravity was interpolated from observed gravity values.
 AK7479
 AK7479. The following values were computed from the NAD 83(2011) position.
 AK7479
 AK7479;                    North         East     Units Scale Factor Converg.
 AK7479;SPC FL E     -   425,974.683   240,161.471   MT  0.99996108   +0 11 35.3
 AK7479;SPC FL E     - 1,397,551.94    787,929.76   sFT  0.99996108   +0 11 35.3
 AK7479;UTM  17      - 3,116,961.324   540,147.768   MT  0.99961989   +0 11 35.3
 AK7479
 AK7479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7479!SPC FL E     -   1.00000382  x   0.99996108  =   0.99996490
 AK7479!UTM  17      -   1.00000382  x   0.99961989  =   0.99962371
 AK7479
 AK7479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4014716961(NAD 83)
 AK7479
 AK7479                          SUPERSEDED SURVEY CONTROL
 AK7479
 AK7479  NAD 83(2007)-  28 10 39.92461(N)    080 35 27.60624(W) AD(2002.00) 0
 AK7479  ELLIP H (02/10/07)  -24.301  (m)                       GP(2002.00)    
 AK7479  NAD 83(1999)-  28 10 39.92523(N)    080 35 27.60646(W) AD(       ) 1
 AK7479  ELLIP H (06/11/02)  -24.288  (m)                       GP(       ) 4 1
 AK7479  NAD 83(1990)-  28 10 39.92447(N)    080 35 27.60649(W) AD(       ) 1
 AK7479  NAD 83(1990)-  28 10 39.92447(N)    080 35 27.60649(W) AD(       ) 1
 AK7479  ELLIP H (09/12/94)  -24.292  (m)                       GP(       ) 4 1
 AK7479  NAVD 88 (09/12/94)    4.0    (m)  GEOID93  model used  GPS OBS        
 AK7479  NAVD 88 (09/12/94)    4.0    (m)  GEOID93  model used  GPS OBS        
 AK7479
 AK7479.Superseded values are not recommended for survey control.
 AK7479
 AK7479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7479.See file dsdata.pdf to determine how the superseded data were derived.
 AK7479
 AK7479_MARKER: DD = SURVEY DISK
 AK7479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7479_STAMPING: 70 80 A 28
 AK7479_MARK LOGO: FLDT
 AK7479_PROJECTION: RECESSED 8 CENTIMETERS
 AK7479_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AK7479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7479+STABILITY: SURFACE MOTION
 AK7479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7479+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2020
 AK7479
 AK7479  HISTORY     - Date     Condition        Report By
 AK7479  HISTORY     - UNK      MONUMENTED       FLDT
 AK7479  HISTORY     - 19930810 GOOD             GEOBAS
 AK7479  HISTORY     - 19970320 GOOD             USPSQD
 AK7479  HISTORY     - 20020827 GOOD             USPSQD
 AK7479  HISTORY     - 20040308 GOOD             FL-009
 AK7479  HISTORY     - 20060428 GOOD             FLDEP
 AK7479  HISTORY     - 20060708 GOOD             GEOCAC
 AK7479  HISTORY     - 20200131 GOOD             GEOCAC
 AK7479
 AK7479                          STATION DESCRIPTION
 AK7479
 AK7479'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AK7479'THE STATION IS LOCATED ABOUT 5 MI (8.05 KM) SOUTHEAST OF PALM SHORES
 AK7479'AND IN THE CITY OF SATELLITE BEACH IN THE RIGHT OF WAY OF STATE ROAD
 AK7479'A1A.
 AK7479'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD A1A AND STATE
 AK7479'ROAD 404, GO SOUTHEASTERLY ON STATE ROAD A1A, 2.4 MI (3.86 KM) TO THE
 AK7479'STATION ON THE RIGHT AT THE VETERANS OF FOREIGN WARS POST 4643.
 AK7479'THE STATION IS A FL.D.O.T. BRASS DISK STAMPED ---70 80 A 28--- SET IN
 AK7479'A 10 INCH ROUND CONCRETE MONUMENT THAT IS 4 INCHES BELOW THE GROUND.
 AK7479'IT IS 10.0 FT (3.05 M) EAST OF A FENCE, 39.0 FT (11.89 M) WEST OF THE
 AK7479'CENTER OF STATE ROAD A1A, 10.0 FT (3.05 M) WEST OF A WOODEN FENCE,
 AK7479'66.0 FT (20.12 M) NORTH OF THE CENTER OF A DRIVEWAY, 33.3 FT
 AK7479'(10.15 M) EAST-SOUTHEAST OF SOUTHWEST CORNER OF A BUILDING, 42.4 FT
 AK7479'(12.92 M) EAST OF A FLAG POLE AND 91 FT (27.74 M) SOUTH OF THE CENTER
 AK7479'OF PARK AVENUE.
 AK7479'REFERENCES--
 AK7479'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AK7479'PAVEMENT OF STATE ROAD A1A ON A MAGNETIC AZIMUTH OF 80 DEGREES AT
 AK7479'14.58 FT (4.44 M).
 AK7479'REFERENCE MARK NUMBER 1 IS A FL.D.N.R. BRASS DISK STAMPED ---70 80 A
 AK7479'28 REF MK 1--- IN A 4 INCH SQUARE CONCRETE MONUMENT THAT IS 2 INCHES
 AK7479'BELOW THE GROUND FOUND ON A MAGNETIC AZIMUTH 195 DEGREES AT 32.50 FT
 AK7479'(9.91 M). IT IS 7.3 FT (2.23 M) SOUTH OF THE SOUTH END OF A FENCE,
 AK7479'5.5 FT (1.68 M) NORTHWEST OF A UTILITY POLE AND 32.0 FT (9.75 M)
 AK7479'NORTH OF THE CENTER OF A DRIVEWAY TO A DAIRY QUEEN RESTAURANT.
 AK7479'REFERENCE MARK NUMBER 2 IS A FL.D.N.R. BRASS DISK STAMPED ---70 80 A
 AK7479'28 REF MK 2--- IN A CONCRETE DRAINAGE STRUCTURE FOUND ON A MAGNETIC
 AK7479'AZIMUTH OF 332 DEGREES AT 38.08 FT (11.61 M). IT IS 3.3 FT (1.01 M)
 AK7479'WEST OF THE EAST END OF A DRAINAGE STRUCTURE, 13.9 FT (4.24 M) EAST
 AK7479'OF THE ENTRANCE DOOR TO A BUILDING, 19.7 FT (6.00 M) NORTH OF THE
 AK7479'NORTH END OF A FENCE, 7.0 FT (2.13 M) EAST OF A FLAGPOLE AND 58.0 FT
 AK7479'(17.68 M) SOUTH OF THE CENTER OF PARK AVENUE.
 AK7479
 AK7479                          STATION RECOVERY (1997)
 AK7479
 AK7479'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7479'RECOVERED IN GOOD CONDITION.
 AK7479
 AK7479                          STATION RECOVERY (2002)
 AK7479
 AK7479'RECOVERY NOTE BY US POWER SQUADRON 2002 (GMA)
 AK7479'RECOVERED IN GOOD CONDITION.
 AK7479
 AK7479                          STATION RECOVERY (2004)
 AK7479
 AK7479'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK7479'RECOVERY NOTE BY BREVARD COUNTY SURVEYING AND MAPPING, GPS DEPT. 2003
 AK7479'(SRV)
 AK7479'
 AK7479'RECOVERED IN GOOD CONDITION.
 AK7479
 AK7479                          STATION RECOVERY (2006)
 AK7479
 AK7479'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK7479'THE MARK IS ABOUT 12.5 MI SOUTHEAST OF COCOA BEACH, 2.7 MI NORTHWEST
 AK7479'OF MELBOURNE (EAU  GALLIE BEACH), IN SATELLITE BEACH, IN SECTION 35,
 AK7479'TOWNSHIP 26 SOUTH, RANGE 37 EAST.
 AK7479'
 AK7479'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 518 AND STATE
 AK7479'HIGHWAY A1A IN  MELBOURNE (EAU GALLIE BEACH), GO NORTHERLY ON STATE
 AK7479'HIGHWAY A1A FOR 2.8 MI TO THE  JUNCTION OF PARK AVENUE ON THE LEFT AND
 AK7479'THE MARK ON THE LEFT, IN FRONT OF THE VFW POST  4643, SET IN THE TOP
 AK7479'OF A CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE LEVEL OF THE  GROUND
 AK7479'AND BELOW THE LEVEL STATE HIGHWAY A1A.
 AK7479'
 AK7479'LOCATED 91.0 FT SOUTH OF THE CENTERLINE OF PARK AVENUE, 66.0 FT NORTH
 AK7479'OF THE CENTERLINE  OF A DRIVE, 33.3 FT EAST-SOUTHEAST OF THE SOUTHWEST
 AK7479'CORNER OF A BUILDING, 10.0 FT EAST  OF A WOODEN FENCE, 9.7 FT WEST OF
 AK7479'THE WEST EDGE OF THE PAVEMENT OF STATE HIGHWAY A1A.
 AK7479'
 AK7479'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AK7479'MONUMENT.
 AK7479
 AK7479                          STATION RECOVERY (2006)
 AK7479
 AK7479'RECOVERY NOTE BY GEOCACHING 2006 (NJE)
 AK7479'RECOVERED IN GOOD CONDITION.
 AK7479
 AK7479                          STATION RECOVERY (2020)
 AK7479
 AK7479'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK7479'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6698 ***********************************************************************
 DK6698  DESIGNATION -  70 80 A 29
 DK6698  PID         -  DK6698
 DK6698  STATE/COUNTY-  FL/BREVARD
 DK6698  COUNTRY     -  US
 DK6698  USGS QUAD   -  TROPIC (2018)
 DK6698
 DK6698                         *CURRENT SURVEY CONTROL
 DK6698  ______________________________________________________________________
 DK6698* NAD 83(1986) POSITION- 28 10 10.1    (N) 080 35 18.9    (W)   HD_HELD2
 DK6698* NAVD 88 ORTHO HEIGHT -     4.196 (meters)       13.77  (feet) ADJUSTED
 DK6698  ______________________________________________________________________
 DK6698  GEOID HEIGHT    -        -28.285 (meters)                     GEOID18
 DK6698  DYNAMIC HEIGHT  -          4.189 (meters)       13.74  (feet) COMP
 DK6698  MODELED GRAVITY -    979,186.8   (mgal)                       NAVD 88
 DK6698
 DK6698  VERT ORDER      -  FIRST     CLASS II
 DK6698
 DK6698.The horizontal coordinates were established by autonomous hand held GPS
 DK6698.observations and have an estimated accuracy of +/- 10 meters.
 DK6698
 DK6698.The orthometric height was determined by differential leveling and
 DK6698.adjusted by the NATIONAL GEODETIC SURVEY
 DK6698.in April 2009.
 DK6698
 DK6698.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6698.GEOID18 height accuracy estimate available here.
 DK6698
 DK6698.Click photographs - Photos may exist for this station.
 DK6698
 DK6698.The dynamic height is computed by dividing the NAVD 88
 DK6698.geopotential number by the normal gravity value computed on the
 DK6698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6698.degrees latitude (g = 980.6199 gals.).
 DK6698
 DK6698.The modeled gravity was interpolated from observed gravity values.
 DK6698
 DK6698;                    North         East    Units  Estimated Accuracy
 DK6698;SPC FL E     -   425,057.      240,402.      MT  (+/- 10 meters HH2 GPS)
 DK6698
 DK6698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4038816044(NAD 83)
 DK6698
 DK6698                          SUPERSEDED SURVEY CONTROL
 DK6698
 DK6698.No superseded survey control is available for this station.
 DK6698
 DK6698_MARKER: DD = SURVEY DISK
 DK6698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6698_STAMPING: 70 80 A 29 85
 DK6698_MARK LOGO: FLDNR
 DK6698_PROJECTION: RECESSED 20 CENTIMETERS
 DK6698_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6698+STABILITY: SURFACE MOTION
 DK6698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6698+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2020
 DK6698
 DK6698  HISTORY     - Date     Condition        Report By
 DK6698  HISTORY     - 1985     MONUMENTED       FLDNR
 DK6698  HISTORY     - 20060402 GOOD             FLDEP
 DK6698  HISTORY     - 20200111 GOOD             GEOCAC
 DK6698
 DK6698                          STATION DESCRIPTION
 DK6698
 DK6698'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6698'THE MARK IS ABOUT 13.7 MI SOUTHEAST OF COCOA BEACH, 1.5 MI NORTHWEST
 DK6698'OF MELBOURNE (EAU  GALLIE BEACH), IN SATELLITE BEACH, IN SECTION 1,
 DK6698'TOWNSHIP 27 SOUTH, RANGE 37 EAST.
 DK6698'
 DK6698'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 518 AND STATE
 DK6698'HIGHWAY A1A IN  MELBOURNE (EAU GALLIE BEACH), GO NORTHERLY ON STATE
 DK6698'HIGHWAY A1A FOR 2.2 MI TO THE  JUNCTION OF ROYAL PALM BOULEVARD ON THE
 DK6698'LEFT AND THE MARK ON THE RIGHT, SET IN THE TOP  OF A CONCRETE MONUMENT
 DK6698'RECESSED 0.8 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT  BELOW
 DK6698'THE LEVEL OF STATE HIGHWAY A1A.
 DK6698'
 DK6698'LOCATED 162.0 FT SOUTH OF THE EXTENDED CENTERLINE OF SKYLINE
 DK6698'BOULEVARD, 120.0 FT NORTH OF THE EXTENDED CENTERLINE OF ROYAL PALM
 DK6698'BOULEVARD, 27.0 FT NORTH OF THE APPROXIMATE  CENTERLINE OF A DRIVEWAY,
 DK6698'10.0 FT WEST OF THE WEST SIDE OF THE SIDEWALK AND 3.0 FT EAST OF THE
 DK6698'EAST EDGE OF THE PAVEMENT OF STATE HIGHWAY A1A.
 DK6698'
 DK6698'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DK6698'MONUMENT.
 DK6698
 DK6698                          STATION RECOVERY (2020)
 DK6698
 DK6698'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6697 ***********************************************************************
 DK6697  DESIGNATION -  70 80 A 30
 DK6697  PID         -  DK6697
 DK6697  STATE/COUNTY-  FL/BREVARD
 DK6697  COUNTRY     -  US
 DK6697  USGS QUAD   -  TROPIC (2018)
 DK6697
 DK6697                         *CURRENT SURVEY CONTROL
 DK6697  ______________________________________________________________________
 DK6697* NAD 83(1986) POSITION- 28 09 34.14   (N) 080 35 10.79   (W)   HD_HELD1
 DK6697* NAVD 88 ORTHO HEIGHT -     4.403 (meters)       14.45  (feet) ADJUSTED
 DK6697  ______________________________________________________________________
 DK6697  GEOID HEIGHT    -        -28.281 (meters)                     GEOID18
 DK6697  DYNAMIC HEIGHT  -          4.397 (meters)       14.43  (feet) COMP
 DK6697  MODELED GRAVITY -    979,185.6   (mgal)                       NAVD 88
 DK6697
 DK6697  VERT ORDER      -  FIRST     CLASS II
 DK6697
 DK6697.The horizontal coordinates were determined by differentially corrected
 DK6697.hand held GPS observations or other comparable positioning techniques
 DK6697.and have an estimated accuracy of +/- 3 meters.
 DK6697
 DK6697.The orthometric height was determined by differential leveling and
 DK6697.adjusted by the NATIONAL GEODETIC SURVEY
 DK6697.in April 2009.
 DK6697
 DK6697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6697.GEOID18 height accuracy estimate available here.
 DK6697
 DK6697.Click photographs - Photos may exist for this station.
 DK6697
 DK6697.The dynamic height is computed by dividing the NAVD 88
 DK6697.geopotential number by the normal gravity value computed on the
 DK6697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6697.degrees latitude (g = 980.6199 gals.).
 DK6697
 DK6697.The modeled gravity was interpolated from observed gravity values.
 DK6697
 DK6697;                    North         East    Units  Estimated Accuracy
 DK6697;SPC FL E     -   423,951.2     240,627.0     MT  (+/- 3 meters HH1 GPS) 
 DK6697
 DK6697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4061314938(NAD 83)
 DK6697
 DK6697                          SUPERSEDED SURVEY CONTROL
 DK6697
 DK6697.No superseded survey control is available for this station.
 DK6697
 DK6697_MARKER: DD = SURVEY DISK
 DK6697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6697_STAMPING: 70 80 A 30
 DK6697_MARK LOGO: FLDT
 DK6697_PROJECTION: RECESSED 30 CENTIMETERS
 DK6697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6697+STABILITY: SURFACE MOTION
 DK6697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6697+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2022
 DK6697
 DK6697  HISTORY     - Date     Condition        Report By
 DK6697  HISTORY     - UNK      MONUMENTED       FLDT
 DK6697  HISTORY     - 20060402 GOOD             FLDEP
 DK6697  HISTORY     - 20200111 MARK NOT FOUND   GEOCAC
 DK6697  HISTORY     - 20210727 GOOD             BRIEL
 DK6697  HISTORY     - 20220810 GOOD             PRIVTE
 DK6697
 DK6697                          STATION DESCRIPTION
 DK6697
 DK6697'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6697'THE MARK IS ABOUT 13.7 MI SOUTHEAST OF COCOA BEACH, 1.5 MI NORTHWEST
 DK6697'OF MELBOURNE (EAU  GALLIE BEACH), IN SATELLITE BEACH, IN SECTION 12,
 DK6697'TOWNSHIP 27 SOUTH, RANGE 37 EAST.
 DK6697'
 DK6697'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 518 AND STATE
 DK6697'HIGHWAY A1A IN  MELBOURNE (EAU GALLIE BEACH), GO NORTHELY ON STATE
 DK6697'HIGHWAY A1A FOR 1.5 MI TO THE  JUNCTION OF PALLMETTO AVENUE ON THE
 DK6697'RIGHT AND THE MARK ON THE LEFT, SET IN THE TOP OF A  CONCRETE MONUMENT
 DK6697'RECESSED 1.0 FT BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL  WITH
 DK6697'STATE HIGHWAY A1A.
 DK6697'
 DK6697'LOCATED 82.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF THE NORTH
 DK6697'ENTRANCE TO A CAR  DETAIL SHOP, 50.0 FT NORTH OF THE EXTENDED
 DK6697'CENTERLINE OF PALLMETTO AVENUE, 16.5 FT  EAST-SOUTHEAST OF A WOODEN
 DK6697'POWER POLE WITH 3 GUY WIRES ATTACHED AND 2.0 FT WEST OF  THE WEST EDGE
 DK6697'OF THE PAVEMENT OF STATE HIGHWAY A1A.
 DK6697'
 DK6697'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DK6697'MONUMENT.
 DK6697
 DK6697                          STATION RECOVERY (2020)
 DK6697
 DK6697'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6697'MEASUREMENTS FELL UNDER THE PAVEMENT.  THE HIGHWAY HAS BEEN WIDENED.
 DK6697
 DK6697                          STATION RECOVERY (2021)
 DK6697
 DK6697'RECOVERY NOTE BY BRIEL AND ASSOCIATES 2021 (RRB)
 DK6697'RECOVERED IN GOOD CONDITION.
 DK6697
 DK6697                          STATION RECOVERY (2022)
 DK6697
 DK6697'RECOVERY NOTE BY PRIVATE AGENCIES UNSPECIFIED 2022 (MJE)
 DK6697'RECOVERED AS DESCRIBED, ELEVATION CHECKED GOOD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6598 ***********************************************************************
 DK6598  DESIGNATION -  70 80 A 33
 DK6598  PID         -  DK6598
 DK6598  STATE/COUNTY-  FL/BREVARD
 DK6598  COUNTRY     -  US
 DK6598  USGS QUAD   -  TROPIC (2018)
 DK6598
 DK6598                         *CURRENT SURVEY CONTROL
 DK6598  ______________________________________________________________________
 DK6598* NAD 83(1986) POSITION- 28 07 42.     (N) 080 34 42.     (W)   SCALED
 DK6598* NAVD 88 ORTHO HEIGHT -     4.345 (meters)       14.26  (feet) ADJUSTED
 DK6598  ______________________________________________________________________
 DK6598  GEOID HEIGHT    -        -28.268 (meters)                     GEOID18
 DK6598  DYNAMIC HEIGHT  -          4.338 (meters)       14.23  (feet) COMP
 DK6598  MODELED GRAVITY -    979,182.2   (mgal)                       NAVD 88
 DK6598
 DK6598  VERT ORDER      -  FIRST     CLASS II
 DK6598
 DK6598.The horizontal coordinates were scaled from a map and have
 DK6598.an estimated accuracy of +/- 6 seconds.
 DK6598
 DK6598.The orthometric height was determined by differential leveling and
 DK6598.adjusted by the NATIONAL GEODETIC SURVEY
 DK6598.in April 2009.
 DK6598
 DK6598.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6598.GEOID18 height accuracy estimate available here.
 DK6598
 DK6598.Click photographs - Photos may exist for this station.
 DK6598
 DK6598.The dynamic height is computed by dividing the NAVD 88
 DK6598.geopotential number by the normal gravity value computed on the
 DK6598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6598.degrees latitude (g = 980.6199 gals.).
 DK6598
 DK6598.The modeled gravity was interpolated from observed gravity values.
 DK6598
 DK6598;                    North         East    Units  Estimated Accuracy
 DK6598;SPC FL E     -   420,500.      241,420.      MT  (+/- 180 meters Scaled)
 DK6598
 DK6598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM414114(NAD 83)
 DK6598
 DK6598                          SUPERSEDED SURVEY CONTROL
 DK6598
 DK6598.No superseded survey control is available for this station.
 DK6598
 DK6598_STAMPING: 70 80 A 33
 DK6598_MARK LOGO: FLDT
 DK6598_PROJECTION: RECESSED 3 CENTIMETERS
 DK6598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6598+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2006
 DK6598
 DK6598  HISTORY     - Date     Condition        Report By
 DK6598  HISTORY     - UNK      MONUMENTED       FLDT
 DK6598  HISTORY     - 20060301 GOOD             FLDEP
 DK6598  HISTORY     - 20191216 MARK NOT FOUND   GEOCAC
 DK6598
 DK6598                          STATION DESCRIPTION
 DK6598
 DK6598'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6598'THE MARK IS ABOUT 5.6 MI NORTHEAST OF MELBOURNE, 2.5 MI NORTHWEST OF
 DK6598'INDIALANTIC, IN  SECTION 24, TOWNSHIP 27 SOUTH, RANGE 37 EAST.
 DK6598'
 DK6598'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (MELBOURNE
 DK6598'CAUSEWAY, FIFTH  AVENUE) AND STATE HIGHWAY A1A (MIRAMAR AVENUE) IN
 DK6598'INDIALANTIC, GO NORTHWEST ON STATE  HIGHWAY A1A (MIRAMAR AVENUE) FOR
 DK6598'2.6 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A  ROUND CONCRETE
 DK6598'MONUMENT RECESSED 0.1 FT BELOW THE LEVEL OF THE GROUND AND BELOW  THE
 DK6598'LEVEL OF STATE HIGHWAY A1A.
 DK6598'
 DK6598'LOCATED ABOUT 255.0 FT NORTH OF AN OVERHEAD WALKWAY SPANNING STATE
 DK6598'HIGHWAY A1A, 139.0  FT SOUTH OF THE SOUTH EDGE OF THE ENTRANCE TO PALM
 DK6598'COLONY CLUB AT 2700, 50.0 FT NORTH OF  THE APPROXIMATE CENTERLINE OF
 DK6598'PONCE DE LEON DRIVE, 15.5 FT NORTHEAST OF A WOODEN  POWER POLE WITH
 DK6598'ONE LIGHT AND ONE GUY WIRE ATTACHED, 6.0 FT EAST OF THE EAST SIDE OF
 DK6598'THE  SIDEWALK AND 2.0 FT WEST OF THE WEST EDGE OF THE PAVEMENT OF
 DK6598'STATE HIGHWAY A1A.   NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE
 DK6598'SOUTH SIDE OF THE MONUMENT.
 DK6598
 DK6598                          STATION RECOVERY (2019)
 DK6598
 DK6598'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DK6598'MEASUREMENTS FELL UNDER THE PAVEMENT.  THE HIGHWAY HAS BEEN WIDENED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7477 ***********************************************************************
 AK7477  DESIGNATION -  70 80 A 35
 AK7477  PID         -  AK7477
 AK7477  STATE/COUNTY-  FL/BREVARD
 AK7477  COUNTRY     -  US
 AK7477  USGS QUAD   -  MELBOURNE EAST (2018)
 AK7477
 AK7477                         *CURRENT SURVEY CONTROL
 AK7477  ______________________________________________________________________
 AK7477* NAD 83(2011) POSITION- 28 06 47.12869(N) 080 34 26.32024(W)   ADJUSTED
 AK7477* NAD 83(2011) ELLIP HT-   -24.186 (meters)        (06/27/12)   ADJUSTED
 AK7477* NAD 83(2011) EPOCH   -  2010.00
 AK7477* NAVD 88 ORTHO HEIGHT -     4.070 (meters)       13.35  (feet) ADJUSTED
 AK7477  ______________________________________________________________________
 AK7477  GEOID HEIGHT    -        -28.260 (meters)                     GEOID18
 AK7477  NAD 83(2011) X  -    922,015.603 (meters)                     COMP
 AK7477  NAD 83(2011) Y  - -5,553,789.571 (meters)                     COMP
 AK7477  NAD 83(2011) Z  -  2,987,553.889 (meters)                     COMP
 AK7477  LAPLACE CORR    -         -0.98  (seconds)                    DEFLEC18
 AK7477  DYNAMIC HEIGHT  -          4.064 (meters)       13.33  (feet) COMP
 AK7477  MODELED GRAVITY -    979,180.7   (mgal)                       NAVD 88
 AK7477
 AK7477  VERT ORDER      -  FIRST     CLASS II
 AK7477
 AK7477  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7477  Standards:
 AK7477         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7477            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7477  -------------------------------------------------------------------
 AK7477  NETWORK    4.84  12.43           2.12   1.82   6.34      0.04183161
 AK7477  -------------------------------------------------------------------
 AK7477  Click here for local accuracies and other accuracy information.
 AK7477
 AK7477.The horizontal coordinates were established by GPS observations
 AK7477.and adjusted by the National Geodetic Survey in June 2012.
 AK7477
 AK7477.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7477.been affixed to the stable North American tectonic plate. See 
 AK7477.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7477
 AK7477.The horizontal coordinates are valid at the epoch date displayed above
 AK7477.which is a decimal equivalence of Year/Month/Day.
 AK7477
 AK7477.The orthometric height was determined by differential leveling and
 AK7477.adjusted by the NATIONAL GEODETIC SURVEY
 AK7477.in April 2009.
 AK7477
 AK7477.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7477.GEOID18 height accuracy estimate available here.
 AK7477
 AK7477.Click photographs - Photos may exist for this station.
 AK7477
 AK7477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7477
 AK7477.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7477
 AK7477.The ellipsoidal height was determined by GPS observations
 AK7477.and is referenced to NAD 83.
 AK7477
 AK7477.The dynamic height is computed by dividing the NAVD 88
 AK7477.geopotential number by the normal gravity value computed on the
 AK7477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7477.degrees latitude (g = 980.6199 gals.).
 AK7477
 AK7477.The modeled gravity was interpolated from observed gravity values.
 AK7477
 AK7477. The following values were computed from the NAD 83(2011) position.
 AK7477
 AK7477;                    North         East     Units Scale Factor Converg.
 AK7477;SPC FL E     -   418,814.398   241,858.259   MT  0.99996279   +0 12 02.7
 AK7477;SPC FL E     - 1,374,060.24    793,496.64   sFT  0.99996279   +0 12 02.7
 AK7477;UTM  17      - 3,109,803.482   541,843.977   MT  0.99962161   +0 12 02.7
 AK7477
 AK7477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7477!SPC FL E     -   1.00000380  x   0.99996279  =   0.99996659
 AK7477!UTM  17      -   1.00000380  x   0.99962161  =   0.99962541
 AK7477
 AK7477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4184309803(NAD 83)
 AK7477
 AK7477                          SUPERSEDED SURVEY CONTROL
 AK7477
 AK7477  NAD 83(2007)-  28 06 47.12878(N)    080 34 26.32091(W) AD(2002.00) 0
 AK7477  ELLIP H (02/10/07)  -24.169  (m)                       GP(2002.00)    
 AK7477  NAD 83(1999)-  28 06 47.12910(N)    080 34 26.32118(W) AD(       ) 1
 AK7477  ELLIP H (06/11/02)  -24.158  (m)                       GP(       ) 4 1
 AK7477  NAD 83(1990)-  28 06 47.12824(N)    080 34 26.32089(W) AD(       ) 1
 AK7477  NAD 83(1990)-  28 06 47.12824(N)    080 34 26.32089(W) AD(       ) 1
 AK7477  ELLIP H (09/12/94)  -24.165  (m)                       GP(       ) 4 1
 AK7477  NAVD 88 (09/12/94)    4.1    (m)  GEOID93  model used  GPS OBS        
 AK7477  NAVD 88 (09/12/94)    4.1    (m)  GEOID93  model used  GPS OBS        
 AK7477
 AK7477.Superseded values are not recommended for survey control.
 AK7477
 AK7477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7477.See file dsdata.pdf to determine how the superseded data were derived.
 AK7477
 AK7477_MARKER: DD = SURVEY DISK
 AK7477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7477_STAMPING: 70 80 A 35
 AK7477_MARK LOGO: FLDT
 AK7477_PROJECTION: RECESSED 5 CENTIMETERS
 AK7477_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AK7477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7477+STABILITY: SURFACE MOTION
 AK7477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7477+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2019
 AK7477
 AK7477  HISTORY     - Date     Condition        Report By
 AK7477  HISTORY     - UNK      MONUMENTED       FLDNR
 AK7477  HISTORY     - 19930810 GOOD             GEOBAS
 AK7477  HISTORY     - 19970319 MARK NOT FOUND   USPSQD
 AK7477  HISTORY     - 20020325 MARK NOT FOUND   USPSQD
 AK7477  HISTORY     - 20030303 GOOD             USPSQD
 AK7477  HISTORY     - 20040204 GOOD             USPSQD
 AK7477  HISTORY     - 20050510 GOOD             USPSQD
 AK7477  HISTORY     - 20060301 GOOD             FLDEP
 AK7477  HISTORY     - 20191202 GOOD             GEOCAC
 AK7477
 AK7477                          STATION DESCRIPTION
 AK7477
 AK7477'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AK7477'THE STATION IS LOCATED ABOUT 4 MI (6.44 KM) SOUTH-SOUTHEAST OF
 AK7477'SATELLITE BEACH, 4 MI (6.44 KM) SOUTHEAST OF EAU GALLIE AND 1 MI
 AK7477'(1.61 KM) NORTH-NORTHWEST OF INDIALANTIC IN THE RIGHT OF WAY OF STATE
 AK7477'ROAD A1A.
 AK7477'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 192 AND
 AK7477'STATE ROAD A1A AT INDIALANTIC, GO NORTHERLY ON STATE ROAD A1A, 1.5 MI
 AK7477'(2.41 KM) TO THE STATION ON LEFT.
 AK7477'THE STATION IS A FL.D.O.T. BRASS DISK STAMPED ---70 80 A 35--- SET IN
 AK7477'THE TOP OF A 10 INCH ROUND CONCRETE MONUMENT THAT IS 4 INCHES BELOW
 AK7477'THE GROUND. IT IS 16.4 FT (5.00 M) EAST OF A METAL WITNESS POST, 17
 AK7477'FT (5.18 M)EAST OF THE CENTER OF A CONCRETE SIDEWALK, 200 FT
 AK7477'(60.96 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF PINE TREE DRIVE AND
 AK7477'15.7 FT (4.79 M) WEST OF THE CENTER OF THE SOUTHBOUND LANE OF STATE
 AK7477'ROAD A1A.
 AK7477'REFERENCES--
 AK7477'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AK7477'PAVEMENT OF STATE ROAD A1A ON A MAGNETIC AZIMUTH OF 75 DEGREES AT
 AK7477'6.15 FT (1.87 M).
 AK7477'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST FACE OF A
 AK7477'POWER POLE ON A MAGNETIC AZIMUTH OF 174 DEGREES AT 108.43 FT
 AK7477'(33.05 M).
 AK7477'X-CUT SET IN EAST SIDE OF A CONCRETE SIDEWALK ON A MAGNETIC AZIMUTH OF
 AK7477'330 DEGREES AT 29.56 FT (9.01 M).
 AK7477
 AK7477                          STATION RECOVERY (1997)
 AK7477
 AK7477'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7477'MARK NOT FOUND.
 AK7477
 AK7477                          STATION RECOVERY (2002)
 AK7477
 AK7477'RECOVERY NOTE BY US POWER SQUADRON 2002 (EH)
 AK7477'MARK NOT FOUND.
 AK7477
 AK7477                          STATION RECOVERY (2003)
 AK7477
 AK7477'RECOVERY NOTE BY US POWER SQUADRON 2003
 AK7477'RECOVERED IN GOOD CONDITION.
 AK7477
 AK7477                          STATION RECOVERY (2004)
 AK7477
 AK7477'RECOVERY NOTE BY US POWER SQUADRON 2004 (RS)
 AK7477'RECOVERED IN GOOD CONDITION.
 AK7477
 AK7477                          STATION RECOVERY (2005)
 AK7477
 AK7477'RECOVERY NOTE BY US POWER SQUADRON 2005 (EGH)
 AK7477'RECOVERED IN GOOD CONDITION.
 AK7477
 AK7477                          STATION RECOVERY (2006)
 AK7477
 AK7477'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK7477'THE MARK IS ABOUT 4.6 MI NORTHEAST OF MELBOURNE, 1.5 MI NORTHWEST OF
 AK7477'INDIALANTIC, IN  SECTION 25, TOWNSHIP 27 SOUTH, RANGE 37 EAST.
 AK7477'
 AK7477'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (MELBOURNE
 AK7477'CAUSEWAY, FIFTH  AVENUE) AND STATE HIGHWAY A1A (MIRAMAR AVENUE) IN
 AK7477'INDIALANTIC, GO NORTHWEST ON STATE  HIGHWAY A1A (MIRAMAR AVENUE) FOR
 AK7477'1.55 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A  ROUND CONCRETE
 AK7477'MONUMENT RECESSED 0.4 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0
 AK7477'FT BELOW THE LEVEL OF STATE HIGHWAY A1A.
 AK7477'
 AK7477'LOCATED 227.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF PINETREE
 AK7477'DRIVE, 125.0 FT SOUTH OF  POWER POLE NUMBER 48724475808, 108.0 FT
 AK7477'NORTH OF A WOODEN POWER POLE WITH TWO GUY  WIRES ATTACHED, 14.3 FT
 AK7477'EAST OF THE EAST SIDE OF THE SIDEWALK AND 1.5 FT WEST OF THE WEST
 AK7477'EDGE OF STATE HIGHWAY A1A.
 AK7477'
 AK7477'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AK7477'MONUMENT.
 AK7477
 AK7477                          STATION RECOVERY (2019)
 AK7477
 AK7477'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK7477'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6596 ***********************************************************************
 DK6596  DESIGNATION -  70 80 A 36
 DK6596  PID         -  DK6596
 DK6596  STATE/COUNTY-  FL/BREVARD
 DK6596  COUNTRY     -  US
 DK6596  USGS QUAD   -  MELBOURNE EAST (2018)
 DK6596
 DK6596                         *CURRENT SURVEY CONTROL
 DK6596  ______________________________________________________________________
 DK6596* NAD 83(1986) POSITION- 28 06 10.4    (N) 080 34 13.9    (W)   HD_HELD2
 DK6596* NAVD 88 ORTHO HEIGHT -     4.097 (meters)       13.44  (feet) ADJUSTED
 DK6596  ______________________________________________________________________
 DK6596  GEOID HEIGHT    -        -28.254 (meters)                     GEOID18
 DK6596  DYNAMIC HEIGHT  -          4.091 (meters)       13.42  (feet) COMP
 DK6596  MODELED GRAVITY -    979,179.7   (mgal)                       NAVD 88
 DK6596
 DK6596  VERT ORDER      -  FIRST     CLASS II
 DK6596
 DK6596.The horizontal coordinates were established by autonomous hand held GPS
 DK6596.observations and have an estimated accuracy of +/- 10 meters.
 DK6596
 DK6596.The orthometric height was determined by differential leveling and
 DK6596.adjusted by the NATIONAL GEODETIC SURVEY
 DK6596.in April 2009.
 DK6596
 DK6596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6596.GEOID18 height accuracy estimate available here.
 DK6596
 DK6596.Click photographs - Photos may exist for this station.
 DK6596
 DK6596.The dynamic height is computed by dividing the NAVD 88
 DK6596.geopotential number by the normal gravity value computed on the
 DK6596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6596.degrees latitude (g = 980.6199 gals.).
 DK6596
 DK6596.The modeled gravity was interpolated from observed gravity values.
 DK6596
 DK6596;                    North         East    Units  Estimated Accuracy
 DK6596;SPC FL E     -   417,685.      242,201.      MT  (+/- 10 meters HH2 GPS)
 DK6596
 DK6596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4218608674(NAD 83)
 DK6596
 DK6596                          SUPERSEDED SURVEY CONTROL
 DK6596
 DK6596.No superseded survey control is available for this station.
 DK6596
 DK6596_MARKER: DD = SURVEY DISK
 DK6596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6596_STAMPING: 70 80 A36
 DK6596_MARK LOGO: FLDT
 DK6596_PROJECTION: RECESSED 10 CENTIMETERS
 DK6596_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6596+STABILITY: SURFACE MOTION
 DK6596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6596+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2019
 DK6596
 DK6596  HISTORY     - Date     Condition        Report By
 DK6596  HISTORY     - UNK      MONUMENTED       FLDT
 DK6596  HISTORY     - 20060301 GOOD             FLDEP
 DK6596  HISTORY     - 20191202 GOOD             GEOCAC
 DK6596
 DK6596                          STATION DESCRIPTION
 DK6596
 DK6596'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6596'THE MARK IS ABOUT 17.0 MI NORTH OF SEBASTIAN INLET, 0.8 MI SOUTHEAST
 DK6596'OF INDIALANTIC, IN  MELBOURNE BEACH, IN SECTION 30, TOWNSHIP 27 SOUTH,
 DK6596'RANGE 38 EAST.
 DK6596'
 DK6596'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (MELBOURNE
 DK6596'CAUSEWAY, FIFTH  AVENUE) AND STATE HIGHWAY A1A (MIRAMAR AVENUE) IN
 DK6596'INDIALANTIC, GO NORTHWEST ON STATE  HIGHWAY A1A (MIRAMAR AVENUE) FOR
 DK6596'0.85 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A  ROUND CONCRETE
 DK6596'MONUMENT RECESSED 0.7 FT BELOW THE LEVEL OF THE GROUND AND ABOUT
 DK6596'LEVEL WITH STATE HIGHWAY A1A.
 DK6596'
 DK6596'LOCATED 140.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF FLUG AVENUE,
 DK6596'31.3 FT SOUTH OF A  FIRE HYDRANT, 29.5 FT SOUTHEAST OF THE SOUTHEAST
 DK6596'CORNER OF THE (PIZZA HUT AT 1170)  PARKING LOT, 11.0 FT NORTH OF A
 DK6596'WOODEN POWER POLE WITH TWO GUY WIRES ATTACHED, 8.0 FT  EAST OF THE
 DK6596'EAST SIDE OF THE SIDEWALK, 4.3 FT WEST OF THE WEST CURB OF STATE
 DK6596'HIGHWAY A1A AND 1.0 FT EAST OF A CARSONITE WITNESS POST.   NOTE A
 DK6596'MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE MONUMENT.
 DK6596
 DK6596                          STATION RECOVERY (2019)
 DK6596
 DK6596'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DK6596'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6592 ***********************************************************************
 DK6592  DESIGNATION -  70 80 A 44
 DK6592  PID         -  DK6592
 DK6592  STATE/COUNTY-  FL/BREVARD
 DK6592  COUNTRY     -  US
 DK6592  USGS QUAD   -  MELBOURNE EAST (2018)
 DK6592
 DK6592                         *CURRENT SURVEY CONTROL
 DK6592  ______________________________________________________________________
 DK6592* NAD 83(1986) POSITION- 28 03 03.4    (N) 080 32 58.4    (W)   HD_HELD2
 DK6592* NAVD 88 ORTHO HEIGHT -     4.457 (meters)       14.62  (feet) ADJUSTED
 DK6592  ______________________________________________________________________
 DK6592  GEOID HEIGHT    -        -28.220 (meters)                     GEOID18
 DK6592  DYNAMIC HEIGHT  -          4.450 (meters)       14.60  (feet) COMP
 DK6592  MODELED GRAVITY -    979,176.5   (mgal)                       NAVD 88
 DK6592
 DK6592  VERT ORDER      -  FIRST     CLASS II
 DK6592
 DK6592.The horizontal coordinates were established by autonomous hand held GPS
 DK6592.observations and have an estimated accuracy of +/- 10 meters.
 DK6592
 DK6592.The orthometric height was determined by differential leveling and
 DK6592.adjusted by the NATIONAL GEODETIC SURVEY
 DK6592.in April 2009.
 DK6592
 DK6592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6592.GEOID18 height accuracy estimate available here.
 DK6592
 DK6592.Click photographs - Photos may exist for this station.
 DK6592
 DK6592.The dynamic height is computed by dividing the NAVD 88
 DK6592.geopotential number by the normal gravity value computed on the
 DK6592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6592.degrees latitude (g = 980.6199 gals.).
 DK6592
 DK6592.The modeled gravity was interpolated from observed gravity values.
 DK6592
 DK6592;                    North         East    Units  Estimated Accuracy
 DK6592;SPC FL E     -   411,936.      244,283.      MT  (+/- 10 meters HH2 GPS)
 DK6592
 DK6592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4426802927(NAD 83)
 DK6592
 DK6592                          SUPERSEDED SURVEY CONTROL
 DK6592
 DK6592.No superseded survey control is available for this station.
 DK6592
 DK6592_MARKER: DD = SURVEY DISK
 DK6592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6592_STAMPING: 70 80 A44
 DK6592_MARK LOGO: FLDT
 DK6592_PROJECTION: RECESSED 20 CENTIMETERS
 DK6592_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6592+STABILITY: SURFACE MOTION
 DK6592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6592+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2019
 DK6592
 DK6592  HISTORY     - Date     Condition        Report By
 DK6592  HISTORY     - UNK      MONUMENTED       FLDT
 DK6592  HISTORY     - 20060217 GOOD             FLDEP
 DK6592  HISTORY     - 20130620 GOOD             FL-009
 DK6592  HISTORY     - 20191018 GOOD             GEOCAC
 DK6592
 DK6592                          STATION DESCRIPTION
 DK6592
 DK6592'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6592'THE MARK IS ABOUT 14.4 MI NORTH OF SEBASTIAN INLET, 2.7 MI SOUTHEAST
 DK6592'OF INDIALANTIC, 1.2 MI  SOUTHEAST OF MELBOURNE BEACH, IN SECTION 17,
 DK6592'TOWNSHIP 28 SOUTH, RANGE 38 EAST.
 DK6592'
 DK6592'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (MELBOURNE
 DK6592'CAUSEWAY, FIFTH  AVENUE) AND STATE HIGHWAY A1A (MIRAMAR AVENUE) IN
 DK6592'INDIALANTIC, GO SOUTHEAST ON STATE  HIGHWAY A1A (MIRAMAR AVENUE) FOR
 DK6592'1.65 MI TO THE JUNCTION OF OCEAN AVENUE, OAK STREET  AND STATE HIGHWAY
 DK6592'A1A SOUTH (ATLANTIC STREET), TURN LEFT ON STATE HIGHWAY A1A SOUTH
 DK6592'(ATLANTIC STREET) AND GO EAST THEN SOUTHEAST FOR 1.55 MI TO THE MARK
 DK6592'ON THE LEFT, 0.05 MI  NORTH OF OAK STREET, SET IN THE TOP OF A ROUND
 DK6592'CONCRETE MONUMENT RECESSED 0.8 FT  BELOW THE LEVEL OF THE GROUND AND
 DK6592'BELOW THE LEVEL OF STATE HIGHWAY A1A.
 DK6592'
 DK6592'LOCATED 75.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF A BEACH ACCESS
 DK6592'AREA, 16.3 FT EAST  OF THE CENTERLINE OF STATE HIGHWAY A1A, 8.8 FT
 DK6592'WEST OF A CARSONITE WITNESS POST AND 0.4  FT EAST OF THE EAST EDGE OF
 DK6592'THE PAVEMENT OF STATE HIGHWAY A1A.   NOTE A MAGNET WAS IMBEDDED IN THE
 DK6592'GROUND ON THE SOUTH SIDE OF THE MONUMENT.
 DK6592
 DK6592                          STATION RECOVERY (2013)
 DK6592
 DK6592'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2013 (SRV)
 DK6592'RECOVERED IN GOOD CONDITION.
 DK6592
 DK6592                          STATION RECOVERY (2019)
 DK6592
 DK6592'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DK6592'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6590 ***********************************************************************
 DK6590  DESIGNATION -  70 80 A 49
 DK6590  PID         -  DK6590
 DK6590  STATE/COUNTY-  FL/BREVARD
 DK6590  COUNTRY     -  US
 DK6590  USGS QUAD   -  MELBOURNE EAST (2018)
 DK6590
 DK6590                         *CURRENT SURVEY CONTROL
 DK6590  ______________________________________________________________________
 DK6590* NAD 83(1986) POSITION- 28 00 24.9    (N) 080 31 43.2    (W)   HD_HELD2
 DK6590* NAVD 88 ORTHO HEIGHT -     5.448 (meters)       17.87  (feet) ADJUSTED
 DK6590  ______________________________________________________________________
 DK6590  GEOID HEIGHT    -        -28.185 (meters)                     GEOID18
 DK6590  DYNAMIC HEIGHT  -          5.440 (meters)       17.85  (feet) COMP
 DK6590  MODELED GRAVITY -    979,174.2   (mgal)                       NAVD 88
 DK6590
 DK6590  VERT ORDER      -  FIRST     CLASS II
 DK6590
 DK6590.The horizontal coordinates were established by autonomous hand held GPS
 DK6590.observations and have an estimated accuracy of +/- 10 meters.
 DK6590
 DK6590.The orthometric height was determined by differential leveling and
 DK6590.adjusted by the NATIONAL GEODETIC SURVEY
 DK6590.in April 2009.
 DK6590
 DK6590.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6590.GEOID18 height accuracy estimate available here.
 DK6590
 DK6590.Click photographs - Photos may exist for this station.
 DK6590
 DK6590.The dynamic height is computed by dividing the NAVD 88
 DK6590.geopotential number by the normal gravity value computed on the
 DK6590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6590.degrees latitude (g = 980.6199 gals.).
 DK6590
 DK6590.The modeled gravity was interpolated from observed gravity values.
 DK6590
 DK6590;                    North         East    Units  Estimated Accuracy
 DK6590;SPC FL E     -   407,065.      246,356.      MT  (+/- 10 meters HH2 GPS)
 DK6590
 DK6590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4634098058(NAD 83)
 DK6590
 DK6590                          SUPERSEDED SURVEY CONTROL
 DK6590
 DK6590.No superseded survey control is available for this station.
 DK6590
 DK6590_MARKER: DD = SURVEY DISK
 DK6590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6590_STAMPING: 70 80 A 49
 DK6590_MARK LOGO: FLDT
 DK6590_PROJECTION: RECESSED 10 CENTIMETERS
 DK6590_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6590+STABILITY: SURFACE MOTION
 DK6590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6590+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2019
 DK6590
 DK6590  HISTORY     - Date     Condition        Report By
 DK6590  HISTORY     - UNK      MONUMENTED       FLDT
 DK6590  HISTORY     - 20060218 GOOD             FLDEP
 DK6590  HISTORY     - 20191014 GOOD             GEOCAC
 DK6590
 DK6590                          STATION DESCRIPTION
 DK6590
 DK6590'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6590'THE MARK IS ABOUT 9.4 MI NORTH OF SEBASTIAN INLET, 7.6 MI SOUTHEAST OF
 DK6590'INDIALANTIC, 6.1 MI  SOUTHEAST OF MELBOURNE BEACH, IN SECTION 33,
 DK6590'TOWNSHIP 28 SOUTH, RANGE 38 EAST.
 DK6590'
 DK6590'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (MELBOURNE
 DK6590'CAUSEWAY, FIFTH  AVENUE) AND STATE HIGHWAY A1A (MIRAMAR AVENUE) IN
 DK6590'INDIALANTIC, GO SOUTHEAST ON STATE  HIGHWAY A1A (MIRAMAR AVENUE) FOR
 DK6590'1.65 MI TO THE JUNCTION OF OCEAN AVENUE, OAK STREET  AND STATE HIGHWAY
 DK6590'A1A SOUTH (ATLANTIC STREET), TURN LEFT ON STATE HIGHWAY A1A SOUTH
 DK6590'(ATLANTIC STREET) AND GO EAST THEN SOUTHEAST FOR 4.85 MI TO THE MARK
 DK6590'ON THE LEFT, SET IN  THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.4
 DK6590'FT BELOW THE LEVEL OF THE GROUND  AND BELOW THE LEVEL OF STATE HIGHWAY
 DK6590'A1A.
 DK6590'
 DK6590'LOCATED 19.0 FT EAST OF THE CENTERLINE OF STATE HIGHWAY A1A, 11.0 FT
 DK6590'WEST OF A CARSONITE  WITNESS POST AND 2.6 FT EAST OF THE EAST EDGE OF
 DK6590'THE PAVEMENT OF STATE HIGHWAY A1A.
 DK6590'
 DK6590'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DK6590'MONUMENT.
 DK6590
 DK6590                          STATION RECOVERY (2019)
 DK6590
 DK6590'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DK6590'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7732 ***********************************************************************
 AF7732  DESIGNATION -  70 80 A 50
 AF7732  PID         -  AF7732
 AF7732  STATE/COUNTY-  FL/BREVARD
 AF7732  COUNTRY     -  US
 AF7732  USGS QUAD   -  MELBOURNE EAST (2018)
 AF7732
 AF7732                         *CURRENT SURVEY CONTROL
 AF7732  ______________________________________________________________________
 AF7732* NAD 83(2011) POSITION- 27 59 59.63600(N) 080 31 31.30000(W)   NO CHECK
 AF7732* NAD 83(2011) ELLIP HT-   -23.440 (meters)        (06/27/12)   NO CHECK
 AF7732* NAD 83(2011) EPOCH   -  2010.00
 AF7732* NAVD 88 ORTHO HEIGHT -     4.745 (meters)       15.57  (feet) ADJUSTED
 AF7732  ______________________________________________________________________
 AF7732  GEOID HEIGHT    -        -28.179 (meters)                     GEOID18
 AF7732  NAD 83(2011) X  -    927,699.090 (meters)                     COMP
 AF7732  NAD 83(2011) Y  - -5,558,825.344 (meters)                     COMP
 AF7732  NAD 83(2011) Z  -  2,976,484.379 (meters)                     COMP
 AF7732  LAPLACE CORR    -         -1.52  (seconds)                    DEFLEC18
 AF7732  DYNAMIC HEIGHT  -          4.738 (meters)       15.54  (feet) COMP
 AF7732  MODELED GRAVITY -    979,175.1   (mgal)                       NAVD 88
 AF7732
 AF7732  VERT ORDER      -  FIRST     CLASS II
 AF7732
 AF7732  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF7732  Standards:
 AF7732         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF7732            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF7732  -------------------------------------------------------------------
 AF7732  NETWORK   12.15  21.34           5.23   4.58  10.89      0.24810133
 AF7732  -------------------------------------------------------------------
 AF7732  Click here for local accuracies and other accuracy information.
 AF7732
 AF7732.The horizontal coordinates were established by GPS observations
 AF7732.and adjusted by the National Geodetic Survey in June 2012.
 AF7732
 AF7732.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF7732.been affixed to the stable North American tectonic plate. See 
 AF7732.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF7732
 AF7732.The horizontal coordinates are valid at the epoch date displayed above
 AF7732.which is a decimal equivalence of Year/Month/Day.
 AF7732
 AF7732.No horizontal observational check was made to the station.
 AF7732
 AF7732.The orthometric height was determined by differential leveling and
 AF7732.adjusted by the NATIONAL GEODETIC SURVEY
 AF7732.in April 2009.
 AF7732
 AF7732.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7732.GEOID18 height accuracy estimate available here.
 AF7732
 AF7732.Click photographs - Photos may exist for this station.
 AF7732
 AF7732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7732
 AF7732.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7732
 AF7732.The ellipsoidal height was determined by GPS observations
 AF7732.and is referenced to NAD 83.
 AF7732
 AF7732.The dynamic height is computed by dividing the NAVD 88
 AF7732.geopotential number by the normal gravity value computed on the
 AF7732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7732.degrees latitude (g = 980.6199 gals.).
 AF7732
 AF7732.The modeled gravity was interpolated from observed gravity values.
 AF7732
 AF7732. The following values were computed from the NAD 83(2011) position.
 AF7732
 AF7732;                    North         East     Units Scale Factor Converg.
 AF7732;SPC FL E     -   406,288.562   246,683.966   MT  0.99996807   +0 13 22.2
 AF7732;SPC FL E     - 1,332,965.06    809,328.98   sFT  0.99996807   +0 13 22.2
 AF7732;UTM  17      - 3,097,281.920   546,668.037   MT  0.99962688   +0 13 22.2
 AF7732
 AF7732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7732!SPC FL E     -   1.00000368  x   0.99996807  =   0.99997175
 AF7732!UTM  17      -   1.00000368  x   0.99962688  =   0.99963056
 AF7732
 AF7732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4666897281(NAD 83)
 AF7732
 AF7732                          SUPERSEDED SURVEY CONTROL
 AF7732
 AF7732  NAD 83(1999)-  27 59 59.62529(N)    080 31 31.30325(W) AD(       ) 1
 AF7732  ELLIP H (06/11/02)  -22.889  (m)                       GP(       ) 4 1
 AF7732  NAD 83(1990)-  27 59 59.63567(N)    080 31 31.30049(W) AD(       ) 1
 AF7732  NAD 83(1990)-  27 59 59.63567(N)    080 31 31.30049(W) AD(       ) 1
 AF7732  ELLIP H (09/12/94)  -23.418  (m)                       GP(       ) 4 1
 AF7732  NAVD 88 (09/12/94)    4.7    (m)  GEOID93  model used  GPS OBS        
 AF7732  NAVD 88 (09/12/94)    4.7    (m)  GEOID93  model used  GPS OBS        
 AF7732
 AF7732.Superseded values are not recommended for survey control.
 AF7732
 AF7732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7732.See file dsdata.pdf to determine how the superseded data were derived.
 AF7732
 AF7732_MARKER: DD = SURVEY DISK
 AF7732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7732_STAMPING: 70 80 A 50
 AF7732_MARK LOGO: FLDT
 AF7732_PROJECTION: RECESSED 8 CENTIMETERS
 AF7732_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF7732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7732+STABILITY: SURFACE MOTION
 AF7732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7732+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2019
 AF7732
 AF7732  HISTORY     - Date     Condition        Report By
 AF7732  HISTORY     - UNK      MONUMENTED       FLDT
 AF7732  HISTORY     - 19930809 GOOD             GEOBAS
 AF7732  HISTORY     - 20060218 GOOD             FLDEP
 AF7732  HISTORY     - 20191014 GOOD             GEOCAC
 AF7732
 AF7732                          STATION DESCRIPTION
 AF7732
 AF7732'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AF7732'THE STATION IS LOCATED ABOUT 7 MI (11.27 KM) SOUTH-SOUTHEAST OF
 AF7732'MELBOURNE, 2 MI (3.22 KM) EAST-SOUTHEAST OF MALABAR AND 7 MI
 AF7732'(11.27 KM) SOUTH-SOUTHEAST OF INDIALANTIC, IN THE RIGHT OF WAY OF
 AF7732'STATE ROAD A1A.
 AF7732'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 192 AND
 AF7732'STATE ROAD A1A AT INDIALANTIC, GO SOUTH ON STATE ROAD A1A, 5.9 MI
 AF7732'(9.49 KM) TO A CATHOLIC CHURCH ON RIGHT, CONTINUE SOUTH ON STATE ROAD
 AF7732'A1A, 1.3 MI (2.09 KM) TO THE STATION ON RIGHT.
 AF7732'THE STATION IS A FL.D.O.T. BRASS DISK STAMPED ---70 80 A 50--- SET IN
 AF7732'A 12 INCH ROUND CONCRETE MONUMENT THAT IS 3 INCHES BELOW THE GROUND.
 AF7732'IT IS 14.9 FT (4.54 M) EAST OF A POWER POLE, 15.3 FT (4.66 M) EAST OF
 AF7732'A METAL WITNESS POST AND 18.1 FT (5.52 M) WEST OF THE CENTER OF STATE
 AF7732'ROAD A1A.
 AF7732'REFERENCE MARK NUMBER 1 AND 2 WERE FOUND DESTROYED.
 AF7732'REFERENCES--
 AF7732'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AF7732'PAVEMENT OF STATE ROAD A1A ON A MAGNETIC AZIMUTH OF 10 DEGREES AT
 AF7732'10.68 FT (3.26 M).
 AF7732'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AF7732'PAVEMENT ON STATE ROAD A1A ON A MAGNETIC AZIMUTH OF 130 DEGREES AT
 AF7732'10.25 FT (3.12 M).
 AF7732'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE NORTH FACE OF A
 AF7732'POWER POLE ON A MAGNETIC AZIMUTH OF 250 DEGREES AT 15.40 FT (4.69 M).
 AF7732
 AF7732                          STATION RECOVERY (2006)
 AF7732
 AF7732'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AF7732'THE MARK IS ABOUT 10.5 MI NORTH OF SEBASTIAN INLET, 6.5 MI SOUTHEAST
 AF7732'OF INDIALANTIC, 5.0 MI  SOUTHEAST OF MELBOURNE BEACH, IN SECTION 34,
 AF7732'TOWNSHIP 28 SOUTH, RANGE 38 EAST.
 AF7732'
 AF7732'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (MELBOURNE
 AF7732'CAUSEWAY, FIFTH  AVENUE) AND STATE HIGHWAY A1A (MIRAMAR AVENUE) IN
 AF7732'INDIALANTIC, GO SOUTHEAST ON STATE  HIGHWAY A1A (MIRAMAR AVENUE) FOR
 AF7732'1.65 MI TO THE JUNCTION OF OCEAN AVENUE, OAK STREET  AND STATE HIGHWAY
 AF7732'A1A SOUTH (ATLANTIC STREET), TURN LEFT ON STATE HIGHWAY A1A SOUTH
 AF7732'(ATLANTIC STREET) AND GO EAST THEN SOUTHEAST FOR 5.45 MI TO THE MARK
 AF7732'ON THE RIGHT, SET IN  THE TOP OF A ROUND CONCRETE MONUMENT RECESSED
 AF7732'0.1 FT BELOW THE LEVEL OF THE GROUND  AND BELOW THE LEVEL OF STATE
 AF7732'HIGHWAY A1A.
 AF7732'
 AF7732'LOCATED 18.1 FT WEST OF THE CENTERLINE OF STATE HIGHWAY A1A, 15.3 FT
 AF7732'EAST OF A METAL  WITNESS POST AND 14.9 FT EAST OF A POWER POLE.
 AF7732'
 AF7732'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AF7732'MONUMENT.
 AF7732
 AF7732                          STATION RECOVERY (2019)
 AF7732
 AF7732'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AF7732'REMOVE REFERENCES TO POWER POLE AND WITNESS POST.  THE MARK IS 23.2 FT
 AF7732'(7.1 M) SOUTHEAST OF A CONCRETE POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6588 ***********************************************************************
 DK6588  DESIGNATION -  70 80 A 55
 DK6588  PID         -  DK6588
 DK6588  STATE/COUNTY-  FL/BREVARD
 DK6588  COUNTRY     -  US
 DK6588  USGS QUAD   -  GRANT (2018)
 DK6588
 DK6588                         *CURRENT SURVEY CONTROL
 DK6588  ______________________________________________________________________
 DK6588* NAD 83(1986) POSITION- 27 58 05.0    (N) 080 30 32.5    (W)   HD_HELD2
 DK6588* NAVD 88 ORTHO HEIGHT -     3.158 (meters)       10.36  (feet) ADJUSTED
 DK6588  ______________________________________________________________________
 DK6588  GEOID HEIGHT    -        -28.150 (meters)                     GEOID18
 DK6588  DYNAMIC HEIGHT  -          3.153 (meters)       10.34  (feet) COMP
 DK6588  MODELED GRAVITY -    979,173.5   (mgal)                       NAVD 88
 DK6588
 DK6588  VERT ORDER      -  FIRST     CLASS II
 DK6588
 DK6588.The horizontal coordinates were established by autonomous hand held GPS
 DK6588.observations and have an estimated accuracy of +/- 10 meters.
 DK6588
 DK6588.The orthometric height was determined by differential leveling and
 DK6588.adjusted by the NATIONAL GEODETIC SURVEY
 DK6588.in April 2009.
 DK6588
 DK6588.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6588.GEOID18 height accuracy estimate available here.
 DK6588
 DK6588.Click photographs - Photos may exist for this station.
 DK6588
 DK6588.The dynamic height is computed by dividing the NAVD 88
 DK6588.geopotential number by the normal gravity value computed on the
 DK6588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6588.degrees latitude (g = 980.6199 gals.).
 DK6588
 DK6588.The modeled gravity was interpolated from observed gravity values.
 DK6588
 DK6588;                    North         East    Units  Estimated Accuracy
 DK6588;SPC FL E     -   402,766.      248,305.      MT  (+/- 10 meters HH2 GPS)
 DK6588
 DK6588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4828893760(NAD 83)
 DK6588
 DK6588                          SUPERSEDED SURVEY CONTROL
 DK6588
 DK6588.No superseded survey control is available for this station.
 DK6588
 DK6588_MARKER: DD = SURVEY DISK
 DK6588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6588_STAMPING: 70 80 A55
 DK6588_MARK LOGO: FLDT
 DK6588_PROJECTION: RECESSED 13 CENTIMETERS
 DK6588_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6588+STABILITY: SURFACE MOTION
 DK6588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6588+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2024
 DK6588
 DK6588  HISTORY     - Date     Condition        Report By
 DK6588  HISTORY     - UNK      MONUMENTED       FLDT
 DK6588  HISTORY     - 20060218 GOOD             FLDEP
 DK6588  HISTORY     - 20191007 GOOD             GEOCAC
 DK6588  HISTORY     - 20240113 GOOD             USPSQD
 DK6588
 DK6588                          STATION DESCRIPTION
 DK6588
 DK6588'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6588'THE MARK IS ABOUT 9.1 MI SOUTHEAST OF INDIALANTIC, 8.0 NORTH OF
 DK6588'SEBASTIAN INLET, 7.6 MI  SOUTHEAST OF MELBOURNE BEACH, IN SECTION 14,
 DK6588'TOWNSHIP 29 SOUTH, RANGE 38 EAST.
 DK6588'
 DK6588'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (MELBOURNE
 DK6588'CAUSEWAY, FIFTH  AVENUE) AND STATE HIGHWAY A1A (MIRAMAR AVENUE) IN
 DK6588'INDIALANTIC, GO SOUTHEAST ON STATE  HIGHWAY A1A (MIRAMAR AVENUE) FOR
 DK6588'1.65 MI TO THE JUNCTION OF OCEAN AVENUE, OAK STREET  AND STATE HIGHWAY
 DK6588'A1A SOUTH (ATLANTIC STREET), TURN LEFT ON STATE HIGHWAY A1A SOUTH
 DK6588'(ATLANTIC STREET) AND GO EAST THEN SOUTHEAST FOR 7.95 MI TO THE MARK
 DK6588'ON THE RIGHT, SET IN  THE TOP OF A ROUND CONCRETE MONUMENT RECESSED
 DK6588'0.5 FT BELOW THE LEVEL OF THE GROUND  AND BELOW THE LEVEL OF STATE
 DK6588'HIGHWAY A1A.
 DK6588'
 DK6588'LOCATED 60.5 FT NORTH OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT
 DK6588'5736 (5738, 5742), 17.5  FT WEST OF THE CENTERLINE OF STATE HIGHWAY
 DK6588'A1A, 15.5 FT EAST OF A METAL WITNESS POST, 13.5  FT EAST-NORTHEAST OF
 DK6588'A POWER POLE WITH ONE LIGHT AND THREE GUY WIRES ATTACHED, 3.5 FT  WEST
 DK6588'OF THE WEST EDGE OF THE PAVEMENT OF STATE HIGHWAY A1A AND 1.5 FT EAST
 DK6588'OF THE EAST  SIDE OF THE SIDEWALK.
 DK6588'
 DK6588'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DK6588'MONUMENT.
 DK6588
 DK6588                          STATION RECOVERY (2019)
 DK6588
 DK6588'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DK6588'RECOVERED IN GOOD CONDITION.
 DK6588
 DK6588                          STATION RECOVERY (2024)
 DK6588
 DK6588'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 DK6588'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6587 ***********************************************************************
 DK6587  DESIGNATION -  70 80 A 56
 DK6587  PID         -  DK6587
 DK6587  STATE/COUNTY-  FL/BREVARD
 DK6587  COUNTRY     -  US
 DK6587  USGS QUAD   -  GRANT (2018)
 DK6587
 DK6587                         *CURRENT SURVEY CONTROL
 DK6587  ______________________________________________________________________
 DK6587* NAD 83(1986) POSITION- 27 57 35.1    (N) 080 30 16.4    (W)   HD_HELD2
 DK6587* NAVD 88 ORTHO HEIGHT -     3.014 (meters)        9.89  (feet) ADJUSTED
 DK6587  ______________________________________________________________________
 DK6587  GEOID HEIGHT    -        -28.142 (meters)                     GEOID18
 DK6587  DYNAMIC HEIGHT  -          3.009 (meters)        9.87  (feet) COMP
 DK6587  MODELED GRAVITY -    979,173.1   (mgal)                       NAVD 88
 DK6587
 DK6587  VERT ORDER      -  FIRST     CLASS II
 DK6587
 DK6587.The horizontal coordinates were established by autonomous hand held GPS
 DK6587.observations and have an estimated accuracy of +/- 10 meters.
 DK6587
 DK6587.The orthometric height was determined by differential leveling and
 DK6587.adjusted by the NATIONAL GEODETIC SURVEY
 DK6587.in April 2009.
 DK6587
 DK6587.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6587.GEOID18 height accuracy estimate available here.
 DK6587
 DK6587.Click photographs - Photos may exist for this station.
 DK6587
 DK6587.The dynamic height is computed by dividing the NAVD 88
 DK6587.geopotential number by the normal gravity value computed on the
 DK6587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6587.degrees latitude (g = 980.6199 gals.).
 DK6587
 DK6587.The modeled gravity was interpolated from observed gravity values.
 DK6587
 DK6587;                    North         East    Units  Estimated Accuracy
 DK6587;SPC FL E     -   401,848.      248,748.      MT  (+/- 10 meters HH2 GPS)
 DK6587
 DK6587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4873192842(NAD 83)
 DK6587
 DK6587                          SUPERSEDED SURVEY CONTROL
 DK6587
 DK6587.No superseded survey control is available for this station.
 DK6587
 DK6587_MARKER: DD = SURVEY DISK
 DK6587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6587_STAMPING: 70 80 A56
 DK6587_MARK LOGO: FLDT
 DK6587_PROJECTION: RECESSED 15 CENTIMETERS
 DK6587_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6587+STABILITY: SURFACE MOTION
 DK6587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6587+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2019
 DK6587
 DK6587  HISTORY     - Date     Condition        Report By
 DK6587  HISTORY     - UNK      MONUMENTED       FLDT
 DK6587  HISTORY     - 20060218 GOOD             FLDEP
 DK6587  HISTORY     - 20190926 GOOD             INDIV
 DK6587
 DK6587                          STATION DESCRIPTION
 DK6587
 DK6587'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6587'THE MARK IS ABOUT 10.0 MI SOUTHEAST OF INDIALANTIC, 8.2 MI SOUTHEAST
 DK6587'OF MELBOURNE BEACH,  7.4 MI NORTH OF SEBASTIAN INLET, IN SECTION 14,
 DK6587'TOWNSHIP 29 SOUTH, RANGE 38 EAST.
 DK6587'
 DK6587'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (MELBOURNE
 DK6587'CAUSEWAY, FIFTH  AVENUE) AND STATE HIGHWAY A1A (MIRAMAR AVENUE) IN
 DK6587'INDIALANTIC, GO SOUTHEAST ON STATE  HIGHWAY A1A (MIRAMAR AVENUE) FOR
 DK6587'1.65 MI TO THE JUNCTION OF OCEAN AVENUE, OAK STREET  AND STATE HIGHWAY
 DK6587'A1A SOUTH (ATLANTIC STREET), TURN LEFT ON STATE HIGHWAY A1A SOUTH
 DK6587'(ATLANTIC STREET) AND GO EAST THEN SOUTHEAST FOR 8.55 MI TO THE MARK
 DK6587'ON THE RIGHT, SET IN  THE TOP OF A ROUND CONCRETE MONUMENT RECESSED
 DK6587'0.6 FT BELOW THE LEVEL OF THE GROUND  AND BELOW THE LEVEL OF STATE
 DK6587'HIGHWAY A1A.
 DK6587'
 DK6587'LOCATED 411.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF PELICAN DRIVE,
 DK6587'17.0 WEST OF THE  CENTERLINE OF STATE HIGHWAY A1A, 14.0 FT EAST OF A
 DK6587'FLDT WITNESS POST, 3.0 WEST OF THE WEST EDGE OF STATE HIGHWAY A1A
 DK6587'AND 2.0 FT EAST OF  THE EAST SIDE OF THE SIDEWALK.
 DK6587'
 DK6587'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DK6587'MONUMENT.
 DK6587
 DK6587                          STATION RECOVERY (2019)
 DK6587
 DK6587'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DK6587'THE MARK IS 16.7 FT (5.1 M) NORTHEAST OF A CONCRETE POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6586 ***********************************************************************
 DK6586  DESIGNATION -  70 80 A 57
 DK6586  PID         -  DK6586
 DK6586  STATE/COUNTY-  FL/BREVARD
 DK6586  COUNTRY     -  US
 DK6586  USGS QUAD   -  SEBASTIAN NW (2018)
 DK6586
 DK6586                         *CURRENT SURVEY CONTROL
 DK6586  ______________________________________________________________________
 DK6586* NAD 83(1986) POSITION- 27 57 07.     (N) 080 30 00.     (W)   SCALED
 DK6586* NAVD 88 ORTHO HEIGHT -     3.224 (meters)       10.58  (feet) ADJUSTED
 DK6586  ______________________________________________________________________
 DK6586  GEOID HEIGHT    -        -28.136 (meters)                     GEOID18
 DK6586  DYNAMIC HEIGHT  -          3.219 (meters)       10.56  (feet) COMP
 DK6586  MODELED GRAVITY -    979,172.7   (mgal)                       NAVD 88
 DK6586
 DK6586  VERT ORDER      -  FIRST     CLASS II
 DK6586
 DK6586.The horizontal coordinates were scaled from a map and have
 DK6586.an estimated accuracy of +/- 6 seconds.
 DK6586
 DK6586.The orthometric height was determined by differential leveling and
 DK6586.adjusted by the NATIONAL GEODETIC SURVEY
 DK6586.in April 2009.
 DK6586
 DK6586.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6586.GEOID18 height accuracy estimate available here.
 DK6586
 DK6586.Click photographs - Photos may exist for this station.
 DK6586
 DK6586.The dynamic height is computed by dividing the NAVD 88
 DK6586.geopotential number by the normal gravity value computed on the
 DK6586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6586.degrees latitude (g = 980.6199 gals.).
 DK6586
 DK6586.The modeled gravity was interpolated from observed gravity values.
 DK6586
 DK6586;                    North         East    Units  Estimated Accuracy
 DK6586;SPC FL E     -   400,980.      249,200.      MT  (+/- 180 meters Scaled)
 DK6586
 DK6586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL491919(NAD 83)
 DK6586
 DK6586                          SUPERSEDED SURVEY CONTROL
 DK6586
 DK6586.No superseded survey control is available for this station.
 DK6586
 DK6586_MARKER: DD = SURVEY DISK
 DK6586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6586_STAMPING: 70 80 A57
 DK6586_MARK LOGO: FLDT
 DK6586_PROJECTION: RECESSED 10 CENTIMETERS
 DK6586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6586+STABILITY: SURFACE MOTION
 DK6586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6586+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2022
 DK6586
 DK6586  HISTORY     - Date     Condition        Report By
 DK6586  HISTORY     - UNK      MONUMENTED       FLDT
 DK6586  HISTORY     - 20060218 GOOD             FLDEP
 DK6586  HISTORY     - 20190926 MARK NOT FOUND   INDIV
 DK6586  HISTORY     - 20220426 GOOD             BRIEL
 DK6586
 DK6586                          STATION DESCRIPTION
 DK6586
 DK6586'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6586'THE MARK IS ABOUT 10.6 MI SOUTHEAST OF INDIALANTIC, 8.8 MI SOUTHEAST
 DK6586'OF MELBOURNE BEACH,  6.8 MI NORTH OF SEBASTIAN INLET, IN SECTION 23,
 DK6586'TOWNSHIP 29 SOUTH, RANGE 38 EAST.
 DK6586'
 DK6586'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (MELBOURNE
 DK6586'CAUSEWAY, FIFTH  AVENUE) AND STATE HIGHWAY A1A (MIRAMAR AVENUE) IN
 DK6586'INDIALANTIC, GO SOUTHEAST ON STATE  HIGHWAY A1A (MIRAMAR AVENUE) FOR
 DK6586'1.65 MI TO THE JUNCTION OF OCEAN AVENUE, OAK STREET  AND STATE HIGHWAY
 DK6586'A1A SOUTH (ATLANTIC STREET), TURN LEFT ON STATE HIGHWAY A1A SOUTH
 DK6586'(ATLANTIC STREET) AND GO EAST THEN SOUTHEAST FOR 9.15 MI TO THE MARK
 DK6586'ON THE RIGHT, SET IN  THE TOP OF A ROUND CONCRETE MONUMENT RECESSED
 DK6586'0.3 FT BELOW THE LEVEL OF THE GROUND  AND ABOUT 0.5 FT BELOW THE LEVEL
 DK6586'OF STATE HIGHWAY A1A.
 DK6586'
 DK6586'LOCATED 22.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF A DRIVE AT
 DK6586'6360, 17.5 FT WEST OF  THE CENTERLINE OF STATE HIGHWAY A1A, 15.2 FT
 DK6586'EAST OF POWER POLE NUMBER 492122183, 14.7 FT  EAST OF A CARSONITE
 DK6586'WITNESS POST, 3.5 FT WEST OF THE WEST EDGE OF STATE HIGHWAY A1A  AND
 DK6586'1.2 FT EAST OF THE EAST EDGE OF THE SIDEWALK.
 DK6586'
 DK6586'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DK6586'MONUMENT.
 DK6586
 DK6586                          STATION RECOVERY (2019)
 DK6586
 DK6586'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DK6586'THE MARK WAS SEARCHED FOR AND NOT FOUND.
 DK6586
 DK6586                          STATION RECOVERY (2022)
 DK6586
 DK6586'RECOVERY NOTE BY BRIEL AND ASSOCIATES 2022 (RRB)
 DK6586'MARK RECOVERED AS DESCRIBED.  A 5/8 INCH (16 MM) IRON ROD IS SET 0.74
 DK6586'INCH SW OF MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG8684 ***********************************************************************
 DG8684  DESIGNATION -  70 80 A 58
 DG8684  PID         -  DG8684
 DG8684  STATE/COUNTY-  FL/BREVARD
 DG8684  COUNTRY     -  US
 DG8684  USGS QUAD   -  SEBASTIAN NW (2018)
 DG8684
 DG8684                         *CURRENT SURVEY CONTROL
 DG8684  ______________________________________________________________________
 DG8684* NAD 83(2011) POSITION- 27 56 40.60218(N) 080 29 44.52999(W)   ADJUSTED
 DG8684* NAD 83(2011) ELLIP HT-   -24.911 (meters)        (06/27/12)   ADJUSTED
 DG8684* NAD 83(2011) EPOCH   -  2010.00
 DG8684* NAVD 88 ORTHO HEIGHT -     3.224 (meters)       10.58  (feet) ADJUSTED
 DG8684  ______________________________________________________________________
 DG8684  GEOID HEIGHT    -        -28.130 (meters)                     GEOID18
 DG8684  NAD 83(2011) X  -    931,050.717 (meters)                     COMP
 DG8684  NAD 83(2011) Y  - -5,561,177.420 (meters)                     COMP
 DG8684  NAD 83(2011) Z  -  2,971,072.613 (meters)                     COMP
 DG8684  LAPLACE CORR    -         -1.73  (seconds)                    DEFLEC18
 DG8684  DYNAMIC HEIGHT  -          3.219 (meters)       10.56  (feet) COMP
 DG8684  MODELED GRAVITY -    979,171.9   (mgal)                       NAVD 88
 DG8684
 DG8684  VERT ORDER      -  FIRST     CLASS II
 DG8684
 DG8684  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DG8684  Standards:
 DG8684         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DG8684            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DG8684  -------------------------------------------------------------------
 DG8684  NETWORK    0.69   1.47           0.30   0.26   0.75     -0.01730785
 DG8684  -------------------------------------------------------------------
 DG8684  Click here for local accuracies and other accuracy information.
 DG8684
 DG8684.The horizontal coordinates were established by GPS observations
 DG8684.and adjusted by the National Geodetic Survey in June 2012.
 DG8684
 DG8684.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DG8684.been affixed to the stable North American tectonic plate. See 
 DG8684.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DG8684
 DG8684.The horizontal coordinates are valid at the epoch date displayed above
 DG8684.which is a decimal equivalence of Year/Month/Day.
 DG8684
 DG8684.The orthometric height was determined by differential leveling and
 DG8684.adjusted by the NATIONAL GEODETIC SURVEY
 DG8684.in April 2009.
 DG8684
 DG8684.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG8684.GEOID18 height accuracy estimate available here.
 DG8684
 DG8684.Click photographs - Photos may exist for this station.
 DG8684
 DG8684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG8684
 DG8684.The Laplace correction was computed from DEFLEC18 derived deflections.
 DG8684
 DG8684.The ellipsoidal height was determined by GPS observations
 DG8684.and is referenced to NAD 83.
 DG8684
 DG8684.The dynamic height is computed by dividing the NAVD 88
 DG8684.geopotential number by the normal gravity value computed on the
 DG8684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG8684.degrees latitude (g = 980.6199 gals.).
 DG8684
 DG8684.The modeled gravity was interpolated from observed gravity values.
 DG8684
 DG8684. The following values were computed from the NAD 83(2011) position.
 DG8684
 DG8684;                    North         East     Units Scale Factor Converg.
 DG8684;SPC FL E     -   400,173.619   249,626.400   MT  0.99997156   +0 14 10.8
 DG8684;SPC FL E     - 1,312,902.95    818,982.61   sFT  0.99997156   +0 14 10.8
 DG8684;UTM  17      - 3,091,169.063   549,609.468   MT  0.99963038   +0 14 10.8
 DG8684
 DG8684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG8684!SPC FL E     -   1.00000391  x   0.99997156  =   0.99997547
 DG8684!UTM  17      -   1.00000391  x   0.99963038  =   0.99963429
 DG8684
 DG8684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4960991169(NAD 83)
 DG8684
 DG8684                          SUPERSEDED SURVEY CONTROL
 DG8684
 DG8684  NAD 83(2007)-  27 56 40.60220(N)    080 29 44.53064(W) AD(2002.00) 0
 DG8684  ELLIP H (02/10/07)  -24.883  (m)                       GP(2002.00)    
 DG8684  NAD 83(1999)-  27 56 40.60246(N)    080 29 44.53077(W) AD(       ) 1
 DG8684  ELLIP H (12/30/04)  -24.899  (m)                       GP(       ) 4 1
 DG8684  NAVD 88 (12/30/04)    3.2    (m)  GEOID03  model used  GPS OBS        
 DG8684
 DG8684.Superseded values are not recommended for survey control.
 DG8684
 DG8684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG8684.See file dsdata.pdf to determine how the superseded data were derived.
 DG8684
 DG8684_MARKER: DD = SURVEY DISK
 DG8684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG8684_STAMPING: 70 80 A58
 DG8684_MARK LOGO: FLDT
 DG8684_PROJECTION: RECESSED 3 CENTIMETERS
 DG8684_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG8684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG8684+STABILITY: SURFACE MOTION
 DG8684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG8684+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2019
 DG8684
 DG8684  HISTORY     - Date     Condition        Report By
 DG8684  HISTORY     - UNK      MONUMENTED       FLDT
 DG8684  HISTORY     - 20040526 GOOD             FL-009
 DG8684  HISTORY     - 20060218 GOOD             FLDEP
 DG8684  HISTORY     - 20190926 GOOD             INDIV
 DG8684
 DG8684                          STATION DESCRIPTION
 DG8684
 DG8684'DESCRIBED BY BREVARD COUNTY FLORIDA 2004 (SRV)
 DG8684'DESCRIBED BY BREVARD COUNTY SURVEYING AND MAPPING, GPS DEPT.  2003
 DG8684'(SRV)
 DG8684'
 DG8684'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) NORTH OF MICCO, 6 MI (9.7
 DG8684'KM) SOUTH SOUTHEAST OF  MALABAR AND 6 MI (9.7 KM) NORTH NORTHWEST OF
 DG8684'SEBASTIAN INLET, IN THE RIGHT-OF-WAY OF  STATE ROAD A1A.
 DG8684'
 DG8684'TO REACH STATION FROM THE INTERSECTION OF U.S. ROUTE 192 AND STATE
 DG8684'ROAD A1A AT  INDIALANTIC, GO SOUTHERLY ON STATE ROAD A1A FOR 11.5 MI
 DG8684'(18.5 KM) TO STATION ON LEFT, ON THE  SOUTH SIDE OF A DRIVEWAY AT A
 DG8684'CAUTION LIGHT AND ACROSS HIGHWAY FROM A FINA SUERVICE  STATION.
 DG8684'
 DG8684'STATION MARK IS A STANDARD FLORIDA, DEPARTMENT OF TRANSPOTATION BRASS
 DG8684'DISK, STAMPED  ---70 80 A 58--- IN THE TOP OF A 12-INCH ROUND CONCRETE
 DG8684'MONUMENT THAT IS 2-INCHES BELOW THE  GROUND. IT IS 19.0 FEET (5.8 M)
 DG8684'EAST OF THE CENTER OF STATE ROAD A1A AND 60.0 FT (18.3 M) SOUTH  OF
 DG8684'THE CENTER OF FONTAINE STREET.
 DG8684'
 DG8684'REFERENCES--
 DG8684'
 DG8684'FLDNR BRASS DISK ---70 80 A 58 REF MK 2--- IN THE TOP OF A 4-INCH
 DG8684'SQUARE CONCRETE MONUMENT  THAT IS 2-INCHES BELOW THE GROUND ON A
 DG8684'MAGNETIC AZIMUTH OF 145 DEGREES AT 43.67 FT.
 DG8684'
 DG8684'PK NAIL AND ---REF. PT. LB 3638--- DISK SET IN THE EAST EDGE OF
 DG8684'PAVEMENT OF STATE ROAD A1A ON  A MAGNETIC AZIMUTH OF 245 DEGREES AT
 DG8684'6.81 FT.
 DG8684'
 DG8684'FLDNR BRASS DISK ---70 80 A 50 REF MK 2--- IN THE TOP OF A 4-INCH
 DG8684'SQUARE CONCRETE MONUMENT  THAT IS 1-INCH BELOW THE GROUND ON A
 DG8684'MAGNETIC AZIMUTH OF 345 DEGREES AT 43.48 FT.
 DG8684
 DG8684                          STATION RECOVERY (2006)
 DG8684
 DG8684'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DG8684'THE MARK IS ABOUT 11.2 MI SOUTHEAST OF INDIALANTIC, 9.4 MI SOUTHEAST
 DG8684'OF MELBOURNE BEACH,  6.2 MI NORTH OF SEBASTIAN INLET, IN SECTION 23,
 DG8684'TOWNSHIP 29 SOUTH, RANGE 38 EAST.
 DG8684'
 DG8684'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (MELBOURNE
 DG8684'CAUSEWAY, FIFTH  AVENUE) AND STATE HIGHWAY A1A (MIRAMAR AVENUE) IN
 DG8684'INDIALANTIC, GO SOUTHEAST ON STATE  HIGHWAY A1A (MIRAMAR AVENUE) FOR
 DG8684'1.65 MI TO THE JUNCTION OF OCEAN AVENUE, OAK STREET  AND STATE HIGHWAY
 DG8684'A1A SOUTH (ATLANTIC STREET), TURN LEFT ON STATE HIGHWAY A1A SOUTH
 DG8684'(ATLANTIC STREET) AND GO EAST THEN SOUTHEAST FOR 9.75 MI TO THE
 DG8684'JUNCTION OF FONTAINE  STREET ON THE RIGHT AND THE MARK ON THE LEFT,
 DG8684'SET IN THE TOP OF A ROUND CONCRETE  MONUMENT RECESSED 0.1 FT BELOW THE
 DG8684'LEVEL OF THE GROUND AND BELOW THE LEVEL OF STATE  HIGHWAY A1A.
 DG8684'
 DG8684'LOCATED 60.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF FONTAINE
 DG8684'STREET, 19.0 FT EAST OF  THE CENTERLINE OF STATE HIGHWAY A1A, 15.0 FT
 DG8684'SOUTH OF THE SOUTH ENTRANCE TO A DRIVEWAY,  9.3 FT WEST OF A CARSONITE
 DG8684'WITNESS POST AND 3.0 FT EAST OF THE EAST EDGE OF THE PAVEMENT  OF
 DG8684'STATE HIGHWAY A1A.
 DG8684'
 DG8684'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DG8684'MONUMENT.
 DG8684
 DG8684                          STATION RECOVERY (2019)
 DG8684
 DG8684'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DG8684'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6584 ***********************************************************************
 DK6584  DESIGNATION -  70 80 A 62
 DK6584  PID         -  DK6584
 DK6584  STATE/COUNTY-  FL/BREVARD
 DK6584  COUNTRY     -  US
 DK6584  USGS QUAD   -  SEBASTIAN NW (2018)
 DK6584
 DK6584                         *CURRENT SURVEY CONTROL
 DK6584  ______________________________________________________________________
 DK6584* NAD 83(1986) POSITION- 27 54 11.6    (N) 080 28 20.4    (W)   HD_HELD2
 DK6584* NAVD 88 ORTHO HEIGHT -     2.582 (meters)        8.47  (feet) ADJUSTED
 DK6584  ______________________________________________________________________
 DK6584  GEOID HEIGHT    -        -28.099 (meters)                     GEOID18
 DK6584  DYNAMIC HEIGHT  -          2.578 (meters)        8.46  (feet) COMP
 DK6584  MODELED GRAVITY -    979,169.7   (mgal)                       NAVD 88
 DK6584
 DK6584  VERT ORDER      -  FIRST     CLASS II
 DK6584
 DK6584.The horizontal coordinates were established by autonomous hand held GPS
 DK6584.observations and have an estimated accuracy of +/- 10 meters.
 DK6584
 DK6584.The orthometric height was determined by differential leveling and
 DK6584.adjusted by the NATIONAL GEODETIC SURVEY
 DK6584.in April 2009.
 DK6584
 DK6584.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6584.GEOID18 height accuracy estimate available here.
 DK6584
 DK6584.Click photographs - Photos may exist for this station.
 DK6584
 DK6584.The dynamic height is computed by dividing the NAVD 88
 DK6584.geopotential number by the normal gravity value computed on the
 DK6584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6584.degrees latitude (g = 980.6199 gals.).
 DK6584
 DK6584.The modeled gravity was interpolated from observed gravity values.
 DK6584
 DK6584;                    North         East    Units  Estimated Accuracy
 DK6584;SPC FL E     -   395,597.      251,946.      MT  (+/- 10 meters HH2 GPS)
 DK6584
 DK6584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5192886593(NAD 83)
 DK6584
 DK6584                          SUPERSEDED SURVEY CONTROL
 DK6584
 DK6584.No superseded survey control is available for this station.
 DK6584
 DK6584_MARKER: DD = SURVEY DISK
 DK6584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6584_STAMPING: 70 80 A62
 DK6584_MARK LOGO: FLDT
 DK6584_PROJECTION: RECESSED 23 CENTIMETERS
 DK6584_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6584+STABILITY: SURFACE MOTION
 DK6584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6584+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2019
 DK6584
 DK6584  HISTORY     - Date     Condition        Report By
 DK6584  HISTORY     - UNK      MONUMENTED
 DK6584  HISTORY     - 20060218 GOOD             FLDEP
 DK6584  HISTORY     - 20191007 GOOD             GEOCAC
 DK6584
 DK6584                          STATION DESCRIPTION
 DK6584
 DK6584'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6584'THE MARK IS ABOUT 14.5 MI SOUTHEAST OF INDIALANTIC, 12.7 MI SOUTHEAST
 DK6584'OF MELBOURNE BEACH,  3.1 MI NORTH OF SEBASTIAN INLET, IN SECTION 6,
 DK6584'TOWNSHIP 30 SOUTH, RANGE 39 EAST.
 DK6584'
 DK6584'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (MELBOURNE
 DK6584'CAUSEWAY, FIFTH  AVENUE) AND STATE HIGHWAY A1A (MIRAMAR AVENUE) IN
 DK6584'INDIALANTIC, GO SOUTHEAST ON STATE  HIGHWAY A1A (MIRAMAR AVENUE) FOR
 DK6584'1.65 MI TO THE JUNCTION OF OCEAN AVENUE, OAK STREET  AND STATE HIGHWAY
 DK6584'A1A SOUTH (ATLANTIC STREET), TURN LEFT ON STATE HIGHWAY A1A SOUTH
 DK6584'(ATLANTIC STREET) AND GO EAST THEN SOUTHEAST FOR 12.95 MI TO THE MARK
 DK6584'ON THE RIGHT, SET  IN THE TOP OF A CONCRETE MONUMENT RECESSED 1.0 FT
 DK6584'BELOW THE LEVEL OF THE GROUND AND  BELOW THE LEVEL OF STATE HIGHWAY
 DK6584'A1A.
 DK6584'
 DK6584'LOCATED 264.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF A DRIVE AT
 DK6584'8360, 34.2 FT EAST OF A  WOODEN FENCE, 27.0 FT EAST-SOUTHEAST OF A
 DK6584'WOODEN POWER POLE, 25.0 FT EAST OF A  CARSONITE WITNESS POST, 17.2 FT
 DK6584'WEST OF THE CENTERLINE OF STATE HIGHWAY A1A, 3.2 FT WEST  OF THE WEST
 DK6584'EDGE OF THE PAVEMENT OF STATE HIGHWAY A1A AND 1.7 FT EAST OF THE EAST
 DK6584'EDGE  OF THE SIDEWALK.
 DK6584'
 DK6584'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DK6584'MONUMENT.
 DK6584
 DK6584                          STATION RECOVERY (2019)
 DK6584
 DK6584'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DK6584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6610 ***********************************************************************
 DK6610  DESIGNATION -  70 85 A 19 2
 DK6610  PID         -  DK6610
 DK6610  STATE/COUNTY-  FL/BREVARD
 DK6610  COUNTRY     -  US
 DK6610  USGS QUAD   -  COCOA BEACH (2018)
 DK6610
 DK6610                         *CURRENT SURVEY CONTROL
 DK6610  ______________________________________________________________________
 DK6610* NAD 83(1986) POSITION- 28 16 18.3    (N) 080 36 24.7    (W)   HD_HELD2
 DK6610* NAVD 88 ORTHO HEIGHT -     1.327 (meters)        4.35  (feet) ADJUSTED
 DK6610  ______________________________________________________________________
 DK6610  GEOID HEIGHT    -        -28.281 (meters)                     GEOID18
 DK6610  DYNAMIC HEIGHT  -          1.325 (meters)        4.35  (feet) COMP
 DK6610  MODELED GRAVITY -    979,200.4   (mgal)                       NAVD 88
 DK6610
 DK6610  VERT ORDER      -  FIRST     CLASS II
 DK6610
 DK6610.The horizontal coordinates were established by autonomous hand held GPS
 DK6610.observations and have an estimated accuracy of +/- 10 meters.
 DK6610
 DK6610.The orthometric height was determined by differential leveling and
 DK6610.adjusted by the NATIONAL GEODETIC SURVEY
 DK6610.in April 2009.
 DK6610
 DK6610.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6610.GEOID18 height accuracy estimate available here.
 DK6610
 DK6610.Click photographs - Photos may exist for this station.
 DK6610
 DK6610.The dynamic height is computed by dividing the NAVD 88
 DK6610.geopotential number by the normal gravity value computed on the
 DK6610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6610.degrees latitude (g = 980.6199 gals.).
 DK6610
 DK6610.The modeled gravity was interpolated from observed gravity values.
 DK6610
 DK6610;                    North         East    Units  Estimated Accuracy
 DK6610;SPC FL E     -   436,386.      238,570.      MT  (+/- 10 meters HH2 GPS)
 DK6610
 DK6610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3855727368(NAD 83)
 DK6610
 DK6610                          SUPERSEDED SURVEY CONTROL
 DK6610
 DK6610.No superseded survey control is available for this station.
 DK6610
 DK6610_MARKER: DB = BENCH MARK DISK
 DK6610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6610_STAMPING: 70 85 A 19 2
 DK6610_MARK LOGO: FLDNR
 DK6610_PROJECTION: RECESSED 24 CENTIMETERS
 DK6610_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6610+STABILITY: SURFACE MOTION
 DK6610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6610+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2025
 DK6610
 DK6610  HISTORY     - Date     Condition        Report By
 DK6610  HISTORY     - UNK      MONUMENTED       FLDT
 DK6610  HISTORY     - 20060330 GOOD             FLDEP
 DK6610  HISTORY     - 20111031 GOOD             FL-009
 DK6610  HISTORY     - 20200216 GOOD             GEOCAC
 DK6610  HISTORY     - 20250913 GOOD             USPSQD
 DK6610
 DK6610                          STATION DESCRIPTION
 DK6610
 DK6610'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6610'THE MARK IS ABOUT 8.9 MI SOUTHEAST OF COCOA BEACH, 6.2 MI NORTHWEST OF
 DK6610'MELBOURNE (EAU  GALLIE BEACH), IN SOUTH PATRICK BEACH, IN SECTION 35,
 DK6610'TOWNSHIP 25 SOUTH, RANGE 37 EAST.
 DK6610'
 DK6610'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 520 AND STATE
 DK6610'HIGHWAY A1A IN  COCOA BEACH, GO SOUTH ON STATE HIGHWAY A1A FOR 5.9 MI
 DK6610'TO THE MARK ON THE RIGHT, SET IN  THE TOP OF A CONCRETE MONUMENT
 DK6610'RECESSED 0.8 FT BELOW THE LEVEL OF THE GROUND AND  ABOUT 0.5 FT BELOW
 DK6610'THE LEVEL OF STATE HIGHWAY A1A.
 DK6610'
 DK6610'LOCATED 56.0 FT SOUTHEAST OF THE NORTHEAST CORNER OF A BLOCK WALL,
 DK6610'48.0 FT SOUTHEAST OF  A ROUND CONCRETE POWER POLE NUMBER 135E7, 48.0
 DK6610'FT NORTH OF THE APPROXIMATE  CENTERLINE OF THE ENTRANCE TO THE PATRICK
 DK6610'U.S. AIR FORCE BASE AT 209, 31.6 FT NORTHEAST OF  THE SOUTHEAST CORNER
 DK6610'OF A BLOCK WALL AND 9.4 FT WEST OF THE WEST EDGE OF THE PAVEMENT  OF
 DK6610'STATE HIGHWAY A1A.
 DK6610'
 DK6610'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DK6610'MONUMENT.
 DK6610
 DK6610                          STATION RECOVERY (2011)
 DK6610
 DK6610'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2011 (SRV)
 DK6610'RECOVERED IN GOOD CONDITION.
 DK6610
 DK6610                          STATION RECOVERY (2020)
 DK6610
 DK6610'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6610'RECOVERED IN GOOD CONDITION.
 DK6610
 DK6610                          STATION RECOVERY (2025)
 DK6610
 DK6610'RECOVERY NOTE BY US POWER SQUADRON 2025 (DLT)
 DK6610'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6591 ***********************************************************************
 DK6591  DESIGNATION -  70 85 A 47 2
 DK6591  PID         -  DK6591
 DK6591  STATE/COUNTY-  FL/BREVARD
 DK6591  COUNTRY     -  US
 DK6591  USGS QUAD   -  MELBOURNE EAST (2018)
 DK6591
 DK6591                         *CURRENT SURVEY CONTROL
 DK6591  ______________________________________________________________________
 DK6591* NAD 83(1986) POSITION- 28 01 39.5    (N) 080 32 19.3    (W)   HD_HELD2
 DK6591* NAVD 88 ORTHO HEIGHT -     4.908 (meters)       16.10  (feet) ADJUSTED
 DK6591  ______________________________________________________________________
 DK6591  GEOID HEIGHT    -        -28.203 (meters)                     GEOID18
 DK6591  DYNAMIC HEIGHT  -          4.901 (meters)       16.08  (feet) COMP
 DK6591  MODELED GRAVITY -    979,175.3   (mgal)                       NAVD 88
 DK6591
 DK6591  VERT ORDER      -  FIRST     CLASS II
 DK6591
 DK6591.The horizontal coordinates were established by autonomous hand held GPS
 DK6591.observations and have an estimated accuracy of +/- 10 meters.
 DK6591
 DK6591.The orthometric height was determined by differential leveling and
 DK6591.adjusted by the NATIONAL GEODETIC SURVEY
 DK6591.in April 2009.
 DK6591
 DK6591.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6591.GEOID18 height accuracy estimate available here.
 DK6591
 DK6591.Click photographs - Photos may exist for this station.
 DK6591
 DK6591.The dynamic height is computed by dividing the NAVD 88
 DK6591.geopotential number by the normal gravity value computed on the
 DK6591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6591.degrees latitude (g = 980.6199 gals.).
 DK6591
 DK6591.The modeled gravity was interpolated from observed gravity values.
 DK6591
 DK6591;                    North         East    Units  Estimated Accuracy
 DK6591;SPC FL E     -   409,358.      245,361.      MT  (+/- 10 meters HH2 GPS)
 DK6591
 DK6591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4534500349(NAD 83)
 DK6591
 DK6591                          SUPERSEDED SURVEY CONTROL
 DK6591
 DK6591.No superseded survey control is available for this station.
 DK6591
 DK6591_MARKER: DD = SURVEY DISK
 DK6591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6591_STAMPING: 70 85 A47 2
 DK6591_MARK LOGO: FLDNR
 DK6591_PROJECTION: FLUSH
 DK6591_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6591+STABILITY: SURFACE MOTION
 DK6591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6591+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2025
 DK6591
 DK6591  HISTORY     - Date     Condition        Report By
 DK6591  HISTORY     - UNK      MONUMENTED       FLDNR
 DK6591  HISTORY     - 20060217 GOOD             FLDEP
 DK6591  HISTORY     - 20191014 GOOD             GEOCAC
 DK6591  HISTORY     - 20250422 GOOD             FL-009
 DK6591
 DK6591                          STATION DESCRIPTION
 DK6591
 DK6591'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6591'THE MARK IS ABOUT 12.6 MI NORTH OF SEBASTIAN INLET, 4.4 MI SOUTHEAST
 DK6591'OF INDIALANTIC, 2.9 MI  SOUTHEAST OF MELBOURNE BEACH, IN SECTION 28,
 DK6591'TOWNSHIP 28 SOUTH, RANGE 38 EAST.
 DK6591'
 DK6591'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192 (MELBOURNE
 DK6591'CAUSEWAY, FIFTH  AVENUE) AND STATE HIGHWAY A1A (MIRAMAR AVENUE) IN
 DK6591'INDIALANTIC, GO SOUTHEAST ON STATE  HIGHWAY A1A (MIRAMAR AVENUE) FOR
 DK6591'1.65 MI TO THE JUNCTION OF OCEAN AVENUE, OAK STREET  AND STATE HIGHWAY
 DK6591'A1A SOUTH (ATLANTIC STREET), TURN LEFT ON STATE HIGHWAY A1A SOUTH
 DK6591'(ATLANTIC STREET) AND GO EAST THEN SOUTHEAST FOR 3.35 MI TO THE MARK
 DK6591'ON THE RIGHT, SET IN  THE TOP OF A ROUND CONCRETE MONUMENT RECESSED
 DK6591'0.4 FT BELOW THE LEVEL OF THE GROUND  AND BELOW THE LEVEL OF STATE
 DK6591'HIGHWAY A1A.
 DK6591'
 DK6591'LOCATED ABOUT 311.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF RIVER
 DK6591'WALK DRIVE, 36.0 FT  NORTH OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY
 DK6591'AT 3350, 23.1 FT EAST-NORTHEAST OF A  WOODEN POWER POLE, 23.0 FT
 DK6591'EAST-NORTHEAST OF A CARSONITE WITNESS POST, 20.5 FT WEST OF  THE
 DK6591'CENTERLINE OF STATE HIGHWAY A1A AND 6.7 FT WEST OF THE WEST EDGE OF
 DK6591'THE  PAVEMENT OF STATE HIGHWAY A1A.   NOTE A MAGNET WAS IMBEDDED IN
 DK6591'THE GROUND ON THE SOUTH SIDE OF THE MONUMENT.
 DK6591
 DK6591                          STATION RECOVERY (2019)
 DK6591
 DK6591'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DK6591'RECOVERED IN GOOD CONDITION.
 DK6591
 DK6591                          STATION RECOVERY (2025)
 DK6591
 DK6591'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2025 (SV)
 DK6591'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7492 ***********************************************************************
 AK7492  DESIGNATION -  70 92 GPS 16
 AK7492  PID         -  AK7492
 AK7492  STATE/COUNTY-  FL/BREVARD
 AK7492  COUNTRY     -  US
 AK7492  USGS QUAD   -  SHARPES (2018)
 AK7492
 AK7492                         *CURRENT SURVEY CONTROL
 AK7492  ______________________________________________________________________
 AK7492* NAD 83(2011) POSITION- 28 26 00.53656(N) 080 45 37.50041(W)   ADJUSTED
 AK7492* NAD 83(2011) ELLIP HT-   -22.618 (meters)        (06/27/12)   ADJUSTED
 AK7492* NAD 83(2011) EPOCH   -  2010.00
 AK7492* NAVD 88 ORTHO HEIGHT -     5.5   (meters)       18.    (feet) GPS OBS
 AK7492  ______________________________________________________________________
 AK7492  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AK7492  GEOID HEIGHT    -        -28.980 (meters)                     GEOID93
 AK7492  GEOID HEIGHT    -        -28.137 (meters)                     GEOID18
 AK7492  NAD 83(2011) X  -    901,238.617 (meters)                     COMP
 AK7492  NAD 83(2011) Y  - -5,540,161.174 (meters)                     COMP
 AK7492  NAD 83(2011) Z  -  3,018,825.412 (meters)                     COMP
 AK7492  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 AK7492
 AK7492  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7492  Standards:
 AK7492         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7492            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7492  -------------------------------------------------------------------
 AK7492  NETWORK    3.85   9.19           1.73   1.37   4.69      0.13804406
 AK7492  -------------------------------------------------------------------
 AK7492  Click here for local accuracies and other accuracy information.
 AK7492
 AK7492.The horizontal coordinates were established by GPS observations
 AK7492.and adjusted by the National Geodetic Survey in June 2012.
 AK7492
 AK7492.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7492.been affixed to the stable North American tectonic plate. See 
 AK7492.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7492
 AK7492.The horizontal coordinates are valid at the epoch date displayed above
 AK7492.which is a decimal equivalence of Year/Month/Day.
 AK7492
 AK7492.The orthometric height was determined by GPS observations and a
 AK7492.high-resolution geoid model.
 AK7492
 AK7492.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7492.GEOID18 height accuracy estimate available here.
 AK7492
 AK7492.Click photographs - Photos may exist for this station.
 AK7492
 AK7492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7492
 AK7492.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7492
 AK7492.The ellipsoidal height was determined by GPS observations
 AK7492.and is referenced to NAD 83.
 AK7492
 AK7492. The following values were computed from the NAD 83(2011) position.
 AK7492
 AK7492;                    North         East     Units Scale Factor Converg.
 AK7492;SPC FL E     -   454,269.323   223,469.533   MT  0.99994797   +0 06 50.7
 AK7492;SPC FL E     - 1,490,381.94    733,166.29   sFT  0.99994797   +0 06 50.7
 AK7492;UTM  17      - 3,145,246.310   523,461.525   MT  0.99960679   +0 06 50.7
 AK7492
 AK7492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7492!SPC FL E     -   1.00000355  x   0.99994797  =   0.99995152
 AK7492!UTM  17      -   1.00000355  x   0.99960679  =   0.99961034
 AK7492
 AK7492:                Primary Azimuth Mark                     Grid Az
 AK7492:SPC FL E     -  70 92 GPS 17                             345 00 55.4
 AK7492:UTM  17      -  70 92 GPS 17                             345 00 55.4
 AK7492
 AK7492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2346145246(NAD 83)
 AK7492
 AK7492|---------------------------------------------------------------------|
 AK7492| PID    Reference Object                     Distance      Geod. Az  |
 AK7492|                                                           dddmmss.s |
 AK7492| AK7493 70 92 GPS 17                        APPROX. 1.0 KM 3450746.1 |
 AK7492|---------------------------------------------------------------------|
 AK7492
 AK7492                          SUPERSEDED SURVEY CONTROL
 AK7492
 AK7492  NAD 83(2007)-  28 26 00.53668(N)    080 45 37.50113(W) AD(2002.00) 0
 AK7492  ELLIP H (02/10/07)  -22.606  (m)                       GP(2002.00)    
 AK7492  NAD 83(1999)-  28 26 00.53670(N)    080 45 37.50145(W) AD(       ) 1
 AK7492  ELLIP H (06/11/02)  -22.571  (m)                       GP(       ) 4 1
 AK7492  NAD 83(1990)-  28 26 00.53594(N)    080 45 37.50119(W) AD(       ) 1
 AK7492  NAD 83(1990)-  28 26 00.53594(N)    080 45 37.50119(W) AD(       ) 1
 AK7492  ELLIP H (09/12/94)  -22.554  (m)                       GP(       ) 4 1
 AK7492  NAVD 88 (09/12/94)    5.5    (m)  GEOID93  model used  GPS OBS        
 AK7492
 AK7492.Superseded values are not recommended for survey control.
 AK7492
 AK7492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7492.See file dsdata.pdf to determine how the superseded data were derived.
 AK7492
 AK7492_MARKER: DD = SURVEY DISK
 AK7492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7492_STAMPING: 70 92 GPS 16
 AK7492_MARK LOGO: FLDT
 AK7492_PROJECTION: FLUSH
 AK7492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7492+STABILITY: SURFACE MOTION
 AK7492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7492+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 AK7492
 AK7492  HISTORY     - Date     Condition        Report By
 AK7492  HISTORY     - UNK      MONUMENTED       FLDT
 AK7492  HISTORY     - 19930817 GOOD             GEOBAS
 AK7492  HISTORY     - 20030807 MARK NOT FOUND   USPSQD
 AK7492  HISTORY     - 20200923 MARK NOT FOUND   GEOCAC
 AK7492
 AK7492                          STATION DESCRIPTION
 AK7492
 AK7492'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AK7492'THE STATION IS LOCATED ABOUT 3 MI (4.83 KM) NORTH OF COCOA AND 11 MI
 AK7492'(17.70 KM) SOUTHEAST OF TITUSVILLE.
 AK7492'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AK7492'ROAD 528 IN SHARPES, GO NORTHERLY ON U.S. HIGHWAY 1, 2.4 MI (3.86 KM)
 AK7492'TO THE CHURCH OF GOD BUILDING AND THE STATION ON THE LEFT IN THE
 AK7492'MEDIAN.
 AK7492'THE STATION IS A FL.D.O.T. BRASS DISK STAMPED ---70 92 GPS 16--- SET
 AK7492'IN A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 AK7492'IT IS 62.0 FT (18.90 M) SOUTH OF THE PROJECTED CENTER OF RENICK ROAD,
 AK7492'45.0 FT (13.72 M) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF U.S.
 AK7492'HIGHWAY 1, 19.0 FT (5.79 M) WEST OF THE CENTER OF THE NORTHBOUND
 AK7492'LANES OF U.S. HIGHWAY 1 AND 12.0 FT (3.66 M) EAST OF A METAL WITNESS
 AK7492'POST.
 AK7492'REFERENCES--
 AK7492'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AK7492'PAVEMENT OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1 ON A MAGNETIC
 AK7492'AZIMUTH OF 80 DEGREES AT 7.91 FT (2.41 M).
 AK7492'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF
 AK7492'PAVEMENT OF A LEFT TURN LANES OF THE SOUTHBOUND LANE OF U.S. HIGHWAY
 AK7492'1 ON A MAGNETIC AZIMUTH OF 225 DEGREES AT 32.44 FT (9.89 M).
 AK7492'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF
 AK7492'PAVEMENT OF A LEFT TURN LANES OF THE SOUTHBOUND LANE OF U.S. HIGHWAY
 AK7492'1 ON A MAGNETIC AZIMUTH OF 280 DEGREES AT 32.60 FT (9.94 M).
 AK7492
 AK7492                          STATION RECOVERY (2003)
 AK7492
 AK7492'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA)
 AK7492'CONCRETE MONUMENT IS THERE BUT DISK IS MISSING.
 AK7492
 AK7492                          STATION RECOVERY (2020)
 AK7492
 AK7492'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK7492'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7493 ***********************************************************************
 AK7493  DESIGNATION -  70 92 GPS 17
 AK7493  PID         -  AK7493
 AK7493  STATE/COUNTY-  FL/BREVARD
 AK7493  COUNTRY     -  US
 AK7493  USGS QUAD   -  SHARPES (2018)
 AK7493
 AK7493                         *CURRENT SURVEY CONTROL
 AK7493  ______________________________________________________________________
 AK7493* NAD 83(2011) POSITION- 28 26 32.14465(N) 080 45 46.99590(W)   ADJUSTED
 AK7493* NAD 83(2011) ELLIP HT-   -21.366 (meters)        (06/27/12)   ADJUSTED
 AK7493* NAD 83(2011) EPOCH   -  2010.00
 AK7493* NAVD 88 ORTHO HEIGHT -     6.8   (meters)       22.    (feet) GPS OBS
 AK7493  ______________________________________________________________________
 AK7493  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AK7493  GEOID HEIGHT    -        -28.980 (meters)                     GEOID93
 AK7493  GEOID HEIGHT    -        -28.132 (meters)                     GEOID18
 AK7493  NAD 83(2011) X  -    900,909.369 (meters)                     COMP
 AK7493  NAD 83(2011) Y  - -5,539,746.378 (meters)                     COMP
 AK7493  NAD 83(2011) Z  -  3,019,681.650 (meters)                     COMP
 AK7493  LAPLACE CORR    -         -0.43  (seconds)                    DEFLEC18
 AK7493
 AK7493  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7493  Standards:
 AK7493         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7493            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7493  -------------------------------------------------------------------
 AK7493  NETWORK    0.86   1.69           0.37   0.33   0.86      0.01536149
 AK7493  -------------------------------------------------------------------
 AK7493  Click here for local accuracies and other accuracy information.
 AK7493
 AK7493.The horizontal coordinates were established by GPS observations
 AK7493.and adjusted by the National Geodetic Survey in June 2012.
 AK7493
 AK7493.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7493.been affixed to the stable North American tectonic plate. See 
 AK7493.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7493
 AK7493.The horizontal coordinates are valid at the epoch date displayed above
 AK7493.which is a decimal equivalence of Year/Month/Day.
 AK7493
 AK7493.The orthometric height was determined by GPS observations and a
 AK7493.high-resolution geoid model.
 AK7493
 AK7493.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7493.GEOID18 height accuracy estimate available here.
 AK7493
 AK7493.Click photographs - Photos may exist for this station.
 AK7493
 AK7493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7493
 AK7493.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7493
 AK7493.The ellipsoidal height was determined by GPS observations
 AK7493.and is referenced to NAD 83.
 AK7493
 AK7493. The following values were computed from the NAD 83(2011) position.
 AK7493
 AK7493;                    North         East     Units Scale Factor Converg.
 AK7493;SPC FL E     -   455,241.819   223,209.233   MT  0.99994782   +0 06 46.3
 AK7493;SPC FL E     - 1,493,572.53    732,312.29   sFT  0.99994782   +0 06 46.3
 AK7493;UTM  17      - 3,146,218.473   523,201.315   MT  0.99960664   +0 06 46.3
 AK7493
 AK7493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7493!SPC FL E     -   1.00000336  x   0.99994782  =   0.99995118
 AK7493!UTM  17      -   1.00000336  x   0.99960664  =   0.99960999
 AK7493
 AK7493:                Primary Azimuth Mark                     Grid Az
 AK7493:SPC FL E     -  70 92 GPS 16                             165 00 55.3
 AK7493:UTM  17      -  70 92 GPS 16                             165 00 55.3
 AK7493
 AK7493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2320146218(NAD 83)
 AK7493
 AK7493|---------------------------------------------------------------------|
 AK7493| PID    Reference Object                     Distance      Geod. Az  |
 AK7493|                                                           dddmmss.s |
 AK7493| AK7492 70 92 GPS 16                        APPROX. 1.0 KM 1650741.6 |
 AK7493|---------------------------------------------------------------------|
 AK7493
 AK7493                          SUPERSEDED SURVEY CONTROL
 AK7493
 AK7493  NAD 83(2007)-  28 26 32.14472(N)    080 45 46.99663(W) AD(2002.00) 0
 AK7493  ELLIP H (02/10/07)  -21.353  (m)                       GP(2002.00)    
 AK7493  NAD 83(1999)-  28 26 32.14509(N)    080 45 46.99707(W) AD(       ) 1
 AK7493  ELLIP H (06/11/02)  -21.320  (m)                       GP(       ) 4 1
 AK7493  NAD 83(1990)-  28 26 32.14438(N)    080 45 46.99681(W) AD(       ) 1
 AK7493  NAD 83(1990)-  28 26 32.14438(N)    080 45 46.99681(W) AD(       ) 1
 AK7493  ELLIP H (09/12/94)  -21.302  (m)                       GP(       ) 4 1
 AK7493  NAVD 88 (09/12/94)    6.8    (m)  GEOID93  model used  GPS OBS        
 AK7493
 AK7493.Superseded values are not recommended for survey control.
 AK7493
 AK7493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7493.See file dsdata.pdf to determine how the superseded data were derived.
 AK7493
 AK7493_MARKER: DD = SURVEY DISK
 AK7493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7493_STAMPING: 70 92 GPS 17
 AK7493_MARK LOGO: FLDT
 AK7493_PROJECTION: FLUSH
 AK7493_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7493+STABILITY: SURFACE MOTION
 AK7493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7493+SATELLITE: SATELLITE OBSERVATIONS - September 26, 2020
 AK7493
 AK7493  HISTORY     - Date     Condition        Report By
 AK7493  HISTORY     - UNK      MONUMENTED       FLDT
 AK7493  HISTORY     - 19930817 GOOD             GEOBAS
 AK7493  HISTORY     - 20030808 GOOD             USPSQD
 AK7493  HISTORY     - 20040329 GOOD             FL-009
 AK7493  HISTORY     - 20200926 GOOD             GEOCAC
 AK7493
 AK7493                          STATION DESCRIPTION
 AK7493
 AK7493'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AK7493'THE STATION IS LOCATED ABOUT 4 MI (6.44 KM) NORTH OF COCOA AND 10 MI
 AK7493'(16.09 KM) SOUTHEAST OF TITUSVILLE.
 AK7493'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AK7493'ROAD 528 IN SHARPES, GO NORTHERLY ON U.S. HIGHWAY 1, 3.05 MI
 AK7493'(4.91 KM) TO THE STATION ON THE LEFT IN THE MEDIAN, JUST NORTHEAST OF
 AK7493'SAM SNEAD GOLF COURSE.
 AK7493'THE STATION IS A FL.D.O.T. BRASS DISK STAMPED ---70 92 GPS 17--- SET
 AK7493'IN A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.
 AK7493'IT IS 220.0 FT (67.06 M) NORTH OF THE PROJECTED CENTER OF FAIRVIEW
 AK7493'DRIVE, 37.0 FT (11.28 M) SOUTH OF THE PROJECTED CENTER OF CAREY
 AK7493'MEDICAL CENTER DRIVEWAY, NUMBER 4360, 32.5 FT (9.91 M) WEST OF THE
 AK7493'CENTER OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1, 30.5 FT (9.30 M)
 AK7493'EAST OF THE CENTER OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 1 AND 3.0
 AK7493'FT (0.91 M) WEST OF A METAL WITNESS POST.
 AK7493'REFERENCES--
 AK7493'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AK7493'PAVEMENT OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1 ON A MAGNETIC
 AK7493'AZIMUTH OF 40 DEGREES AT 23.93 FT (7.29 M).
 AK7493'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AK7493'PAVEMENT OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1 ON A MAGNETIC
 AK7493'AZIMUTH OF 130 DEGREES AT 24.38 FT (7.43 M).
 AK7493'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF
 AK7493'PAVEMENT OF A LEFT TURN LANE FOR THE SOUTHBOUND LANES OF U.S. HIGHWAY
 AK7493'1 ON A MAGNETIC AZIMUTH OF 265 DEGREES AT 7.38 FT (2.25 M).
 AK7493
 AK7493                          STATION RECOVERY (2003)
 AK7493
 AK7493'RECOVERY NOTE BY US POWER SQUADRON 2003 (SPA)
 AK7493'CAREY MEDICAL CENTER IS NOW KROEN NEUROLOGICAL CENTER
 AK7493
 AK7493                          STATION RECOVERY (2004)
 AK7493
 AK7493'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK7493'RECOVERY NOTE BY BREVARD COUNTY SURVEYING AND MAPPING, GPS DEPT. 2004
 AK7493'(SRV)
 AK7493'
 AK7493'RECOVERED IN GOOD CONDITION.
 AK7493
 AK7493                          STATION RECOVERY (2020)
 AK7493
 AK7493'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK7493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7494 ***********************************************************************
 AK7494  DESIGNATION -  70 92 GPS 18
 AK7494  PID         -  AK7494
 AK7494  STATE/COUNTY-  FL/BREVARD
 AK7494  COUNTRY     -  US
 AK7494  USGS QUAD   -  TITUSVILLE (2018)
 AK7494
 AK7494                         *CURRENT SURVEY CONTROL
 AK7494  ______________________________________________________________________
 AK7494* NAD 83(2011) POSITION- 28 31 05.16601(N) 080 47 11.01983(W)   ADJUSTED
 AK7494* NAD 83(2011) ELLIP HT-   -20.037 (meters)        (06/27/12)   ADJUSTED
 AK7494* NAD 83(2011) EPOCH   -  2010.00
 AK7494* NAVD 88 ORTHO HEIGHT -     8.1   (meters)       27.    (feet) GPS OBS
 AK7494  ______________________________________________________________________
 AK7494  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AK7494  GEOID HEIGHT    -        -28.920 (meters)                     GEOID93
 AK7494  GEOID HEIGHT    -        -28.086 (meters)                     GEOID18
 AK7494  NAD 83(2011) X  -    898,011.073 (meters)                     COMP
 AK7494  NAD 83(2011) Y  - -5,536,157.797 (meters)                     COMP
 AK7494  NAD 83(2011) Z  -  3,027,070.153 (meters)                     COMP
 AK7494  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 AK7494
 AK7494  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7494  Standards:
 AK7494         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7494            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7494  -------------------------------------------------------------------
 AK7494  NETWORK    4.92  11.78           2.07   1.95   6.01     -0.10985601
 AK7494  -------------------------------------------------------------------
 AK7494  Click here for local accuracies and other accuracy information.
 AK7494
 AK7494.The horizontal coordinates were established by GPS observations
 AK7494.and adjusted by the National Geodetic Survey in June 2012.
 AK7494
 AK7494.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7494.been affixed to the stable North American tectonic plate. See 
 AK7494.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7494
 AK7494.The horizontal coordinates are valid at the epoch date displayed above
 AK7494.which is a decimal equivalence of Year/Month/Day.
 AK7494
 AK7494.The orthometric height was determined by GPS observations and a
 AK7494.high-resolution geoid model.
 AK7494
 AK7494.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7494.GEOID18 height accuracy estimate available here.
 AK7494
 AK7494.Click photographs - Photos may exist for this station.
 AK7494
 AK7494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7494
 AK7494.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7494
 AK7494.The ellipsoidal height was determined by GPS observations
 AK7494.and is referenced to NAD 83.
 AK7494
 AK7494. The following values were computed from the NAD 83(2011) position.
 AK7494
 AK7494;                    North         East     Units Scale Factor Converg.
 AK7494;SPC FL E     -   463,642.132   220,908.094   MT  0.99994657   +0 06 07.1
 AK7494;SPC FL E     - 1,521,132.56    724,762.64   sFT  0.99994657   +0 06 07.1
 AK7494;UTM  17      - 3,154,615.920   520,900.960   MT  0.99960539   +0 06 07.1
 AK7494
 AK7494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7494!SPC FL E     -   1.00000315  x   0.99994657  =   0.99994972
 AK7494!UTM  17      -   1.00000315  x   0.99960539  =   0.99960854
 AK7494
 AK7494:                Primary Azimuth Mark                     Grid Az
 AK7494:SPC FL E     -  70 92 GPS 19                             345 53 00.3
 AK7494:UTM  17      -  70 92 GPS 19                             345 53 00.3
 AK7494
 AK7494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2090054615(NAD 83)
 AK7494
 AK7494|---------------------------------------------------------------------|
 AK7494| PID    Reference Object                     Distance      Geod. Az  |
 AK7494|                                                           dddmmss.s |
 AK7494| AK7495 70 92 GPS 19                        APPROX. 1.1 KM 3455907.4 |
 AK7494|---------------------------------------------------------------------|
 AK7494
 AK7494                          SUPERSEDED SURVEY CONTROL
 AK7494
 AK7494  NAD 83(2007)-  28 31 05.16608(N)    080 47 11.02056(W) AD(2002.00) 0
 AK7494  ELLIP H (02/10/07)  -20.024  (m)                       GP(2002.00)    
 AK7494  NAD 83(1999)-  28 31 05.16612(N)    080 47 11.02043(W) AD(       ) 1
 AK7494  ELLIP H (06/11/02)  -19.987  (m)                       GP(       ) 4 1
 AK7494  NAD 83(1990)-  28 31 05.16561(N)    080 47 11.02047(W) AD(       ) 1
 AK7494  NAD 83(1990)-  28 31 05.16561(N)    080 47 11.02047(W) AD(       ) 1
 AK7494  ELLIP H (09/12/94)  -19.994  (m)                       GP(       ) 4 1
 AK7494  NAVD 88 (09/12/94)    8.1    (m)  GEOID93  model used  GPS OBS        
 AK7494
 AK7494.Superseded values are not recommended for survey control.
 AK7494
 AK7494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7494.See file dsdata.pdf to determine how the superseded data were derived.
 AK7494
 AK7494_MARKER: DD = SURVEY DISK
 AK7494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7494_STAMPING: 70 92 GPS 18
 AK7494_MARK LOGO: FLDT
 AK7494_PROJECTION: FLUSH
 AK7494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7494+STABILITY: SURFACE MOTION
 AK7494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7494+SATELLITE: SATELLITE OBSERVATIONS - August 17, 1993
 AK7494
 AK7494  HISTORY     - Date     Condition        Report By
 AK7494  HISTORY     - UNK      MONUMENTED       FLDT
 AK7494  HISTORY     - 19930817 GOOD             GEOBAS
 AK7494  HISTORY     - 20201002 MARK NOT FOUND   GEOCAC
 AK7494
 AK7494                          STATION DESCRIPTION
 AK7494
 AK7494'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AK7494'THE STATION IS LOCATED 4.5 MI (7.24 KM) SOUTHEAST OF THE INTERSECTION
 AK7494'OF INTERSTATE 95 AND STATE ROAD 50 AT TITUSVILLE.
 AK7494'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AK7494'ROAD 405 (NASA CAUSEWAY), GO SOUTH ON U.S. HIGHWAY 1, 0.7 MI
 AK7494'(1.13 KM) TO THE STATION ON THE LEFT IN THE MEDIAN.
 AK7494'THE STATION IS A FL.D.O.T. DISK STAMPED ---70 92 GPS 18--- SET IN A
 AK7494'ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT IS 30.0 FT
 AK7494'(9.14 M) EAST OF THE CENTER OF THE SOUTHBOUND LANES OF U.S. HIGHWAY
 AK7494'1, 34.5 FT (10.52 M) WEST OF THE CENTER OF THE NORTHBOUND LANES OF U
 AK7494'.S. HIGHWAY 1, 108.0 FT (32.92 M) SOUTHWEST OF A UTILITY POLE AND
 AK7494'196.0 FT (59.74 M) NORTH OF THE PROJECTED CENTER OF HORIZON DRIVE.
 AK7494'REFERENCES--
 AK7494'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AK7494'PAVEMENT OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1 ON A MAGNETIC
 AK7494'AZIMUTH OF 40 DEGREES AT 28.83 FT (8.79 M).
 AK7494'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF
 AK7494'PAVEMENT OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1 ON A MAGNETIC
 AK7494'AZIMUTH OF 110 DEGREES AT 28.52 FT (8.69 M).
 AK7494'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF
 AK7494'PAVEMENT OF A TURN LANE FOR THE SOUTHBOUND LANES OF U.S. HIGHWAY 1 ON
 AK7494'A MAGNETIC AZIMUTH OF 260 DEGREES AT 5.96 FT (1.82 M).
 AK7494
 AK7494                          STATION RECOVERY (2020)
 AK7494
 AK7494'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK7494'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7495 ***********************************************************************
 AK7495  DESIGNATION -  70 92 GPS 19
 AK7495  PID         -  AK7495
 AK7495  STATE/COUNTY-  FL/BREVARD
 AK7495  COUNTRY     -  US
 AK7495  USGS QUAD   -  TITUSVILLE (2018)
 AK7495
 AK7495                         *CURRENT SURVEY CONTROL
 AK7495  ______________________________________________________________________
 AK7495* NAD 83(2011) POSITION- 28 31 40.00292(N) 080 47 20.86551(W)   ADJUSTED
 AK7495* NAD 83(2011) ELLIP HT-   -17.696 (meters)        (06/27/12)   ADJUSTED
 AK7495* NAD 83(2011) EPOCH   -  2010.00
 AK7495* NAVD 88 ORTHO HEIGHT -    10.4   (meters)       34.    (feet) GPS OBS
 AK7495  ______________________________________________________________________
 AK7495  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AK7495  GEOID HEIGHT    -        -28.050 (meters)                     GEOID03
 AK7495  GEOID HEIGHT    -        -28.078 (meters)                     GEOID18
 AK7495  NAD 83(2011) X  -    897,665.169 (meters)                     COMP
 AK7495  NAD 83(2011) Y  - -5,535,697.174 (meters)                     COMP
 AK7495  NAD 83(2011) Z  -  3,028,013.571 (meters)                     COMP
 AK7495  LAPLACE CORR    -         -0.69  (seconds)                    DEFLEC18
 AK7495
 AK7495  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7495  Standards:
 AK7495         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7495            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7495  -------------------------------------------------------------------
 AK7495  NETWORK    0.72   1.37           0.30   0.29   0.70     -0.14559912
 AK7495  -------------------------------------------------------------------
 AK7495  Click here for local accuracies and other accuracy information.
 AK7495
 AK7495.The horizontal coordinates were established by GPS observations
 AK7495.and adjusted by the National Geodetic Survey in June 2012.
 AK7495
 AK7495.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7495.been affixed to the stable North American tectonic plate. See 
 AK7495.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7495
 AK7495.The horizontal coordinates are valid at the epoch date displayed above
 AK7495.which is a decimal equivalence of Year/Month/Day.
 AK7495
 AK7495.The orthometric height was determined by GPS observations and a
 AK7495.high-resolution geoid model.
 AK7495
 AK7495.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7495.GEOID18 height accuracy estimate available here.
 AK7495
 AK7495.Click photographs - Photos may exist for this station.
 AK7495
 AK7495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7495
 AK7495.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7495
 AK7495.The ellipsoidal height was determined by GPS observations
 AK7495.and is referenced to NAD 83.
 AK7495
 AK7495. The following values were computed from the NAD 83(2011) position.
 AK7495
 AK7495;                    North         East     Units Scale Factor Converg.
 AK7495;SPC FL E     -   464,714.072   220,638.511   MT  0.99994643   +0 06 02.6
 AK7495;SPC FL E     - 1,524,649.42    723,878.18   sFT  0.99994643   +0 06 02.6
 AK7495;UTM  17      - 3,155,687.495   520,631.469   MT  0.99960525   +0 06 02.6
 AK7495
 AK7495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7495!SPC FL E     -   1.00000278  x   0.99994643  =   0.99994921
 AK7495!UTM  17      -   1.00000278  x   0.99960525  =   0.99960803
 AK7495
 AK7495:                Primary Azimuth Mark                     Grid Az
 AK7495:SPC FL E     -  70 92 GPS 18                             165 53 00.1
 AK7495:UTM  17      -  70 92 GPS 18                             165 53 00.1
 AK7495
 AK7495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2063155687(NAD 83)
 AK7495
 AK7495|---------------------------------------------------------------------|
 AK7495| PID    Reference Object                     Distance      Geod. Az  |
 AK7495|                                                           dddmmss.s |
 AK7495| AK7494 70 92 GPS 18                        APPROX. 1.1 KM 1655902.7 |
 AK7495|---------------------------------------------------------------------|
 AK7495
 AK7495                          SUPERSEDED SURVEY CONTROL
 AK7495
 AK7495  NAD 83(2007)-  28 31 40.00299(N)    080 47 20.86625(W) AD(2002.00) 0
 AK7495  ELLIP H (02/10/07)  -17.683  (m)                       GP(2002.00)    
 AK7495  NAD 83(1999)-  28 31 40.00296(N)    080 47 20.86621(W) AD(       ) 1
 AK7495  ELLIP H (06/11/02)  -17.630  (m)                       GP(       ) 4 1
 AK7495  NAD 83(1990)-  28 31 40.00226(N)    080 47 20.86626(W) AD(       ) 1
 AK7495  NAD 83(1990)-  28 31 40.00226(N)    080 47 20.86626(W) AD(       ) 1
 AK7495  ELLIP H (09/12/94)  -17.642  (m)                       GP(       ) 4 1
 AK7495  NAVD 88 (09/12/94)   10.4    (m)  GEOID93  model used  GPS OBS        
 AK7495  NAVD 88 (09/12/94)   10.4    (m)  GEOID93  model used  GPS OBS        
 AK7495
 AK7495.Superseded values are not recommended for survey control.
 AK7495
 AK7495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7495.See file dsdata.pdf to determine how the superseded data were derived.
 AK7495
 AK7495_MARKER: DD = SURVEY DISK
 AK7495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7495_STAMPING: 70 92 GPS 19
 AK7495_MARK LOGO: FLDT
 AK7495_PROJECTION: RECESSED 5 CENTIMETERS
 AK7495_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7495+STABILITY: SURFACE MOTION
 AK7495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7495+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2025
 AK7495
 AK7495  HISTORY     - Date     Condition        Report By
 AK7495  HISTORY     - UNK      MONUMENTED       FLDT
 AK7495  HISTORY     - 19930817 GOOD             GEOBAS
 AK7495  HISTORY     - 20020906 GOOD             FL-009
 AK7495  HISTORY     - 20040415 GOOD             FL-009
 AK7495  HISTORY     - 20201002 GOOD             GEOCAC
 AK7495  HISTORY     - 20250207 GOOD             NGIA
 AK7495
 AK7495                          STATION DESCRIPTION
 AK7495
 AK7495'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AK7495'THE STATION IS LOCATED 4 MI (6.44 KM) SOUTHEAST OF THE INTERSECTION OF
 AK7495'INTERSTATE 95 AND STATE ROAD 50 AT TITUSVILLE, AT THE INTERSECTION OF
 AK7495'U.S. HIGHWAY 1 AND STATE ROAD 405 (NASA CAUSEWAY), AND IS IN THE
 AK7495'MEDIAN OF STATE ROAD 405 AT THE EAST END OF THE BRIDGE.
 AK7495'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AK7495'ROAD 406, GO SOUTH ON U.S. HIGHWAY 1, 6.3 MI (10.14 KM) TO THE
 AK7495'STATION ON THE LEFT IN THE EAST BRIDGE MEDIAN.
 AK7495'THE STATION IS A STANDARD FL.D.O.T. DISK STAMPED ---70 92 GPS 19---
 AK7495'SET IN A 12 INCH ROUND CONCRETE MONUMENT THAT IS RECESSED 2 INCHES
 AK7495'BELOW THE GROUND. IT IS 2.5 FT (0.76 M) EAST OF THE EASTERN MOST
 AK7495'CONCRETE BRIDGE WALL, 5.0 FT (1.52 M) NORTHEAST OF THE CENTER JOINT
 AK7495'OF THE BRIDGE WALL, 27.5 FT (8.38 M) SOUTH OF THE CENTER OF THE
 AK7495'WESTBOUND LANES OF STATE ROAD 405 AND 37.3 FEET NORTH OF THE CENTER
 AK7495'OF THE EASTBOUND LANES OF STATE ROAD 405.
 AK7495'REFERENCES--
 AK7495'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE SOUTH EDGE OF
 AK7495'PAVEMENT OF THE WESTBOUND LANES OF STATE ROAD 405 ON A MAGNETIC
 AK7495'AZIMUTH OF 0 DEGREES AT 15.92 FT (4.85 M).
 AK7495'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE NORTH EDGE OF
 AK7495'PAVEMENT OF THE EASTBOUND LANES OF STATE ROAD 405 ON A MAGNETIC
 AK7495'AZIMUTH OF 150 DEGREES AT 39.24 FT (11.96 M).
 AK7495'FLORIDA S.R.D. BM DISK (NO STAMPING) FOUND IN THE NORTH HEAD WALL OF
 AK7495'THE BRIDGE FOR THE EASTBOUND LANES OF STATE ROAD 405 ON A MAGNETIC
 AK7495'AZIMUTH OF 220 DEGREES AT 22.42 FT (6.83 M).
 AK7495
 AK7495                          STATION RECOVERY (2002)
 AK7495
 AK7495'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2002 (SRV)
 AK7495'RECOVERED IN GOOD CONDITION.
 AK7495
 AK7495                          STATION RECOVERY (2004)
 AK7495
 AK7495'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK7495'RECOVERY NOTE BY BREVARD COUNTY SURVEYING AND MAPPING, GPS DEPT. 2004
 AK7495'(SRV)
 AK7495'
 AK7495'RECOVERED IN GOOD CONDITION.
 AK7495
 AK7495                          STATION RECOVERY (2020)
 AK7495
 AK7495'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK7495'RECOVERED IN GOOD CONDITION.
 AK7495
 AK7495                          STATION RECOVERY (2025)
 AK7495
 AK7495'RECOVERY NOTE BY NATIONAL GEOSPATIAL INTELL AGY 2025 (PR)
 AK7495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7735 ***********************************************************************
 AF7735  DESIGNATION -  70 92 GPS 2
 AF7735  PID         -  AF7735
 AF7735  STATE/COUNTY-  FL/BREVARD
 AF7735  COUNTRY     -  US
 AF7735  USGS QUAD   -  SEBASTIAN (2018)
 AF7735
 AF7735                         *CURRENT SURVEY CONTROL
 AF7735  ______________________________________________________________________
 AF7735* NAD 83(2011) POSITION- 27 51 55.78468(N) 080 29 37.52882(W)   ADJUSTED
 AF7735* NAD 83(2011) ELLIP HT-   -24.599 (meters)        (06/27/12)   ADJUSTED
 AF7735* NAD 83(2011) EPOCH   -  2010.00
 AF7735* NAVD 88 ORTHO HEIGHT -     3.4   (meters)       11.    (feet) GPS OBS
 AF7735  ______________________________________________________________________
 AF7735  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AF7735  GEOID HEIGHT    -        -28.940 (meters)                     GEOID93
 AF7735  GEOID HEIGHT    -        -27.995 (meters)                     GEOID18
 AF7735  NAD 83(2011) X  -    931,917.191 (meters)                     COMP
 AF7735  NAD 83(2011) Y  - -5,565,192.966 (meters)                     COMP
 AF7735  NAD 83(2011) Z  -  2,963,324.766 (meters)                     COMP
 AF7735  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 AF7735
 AF7735  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF7735  Standards:
 AF7735         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF7735            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF7735  -------------------------------------------------------------------
 AF7735  NETWORK    0.64   1.20           0.28   0.24   0.61     -0.04628721
 AF7735  -------------------------------------------------------------------
 AF7735  Click here for local accuracies and other accuracy information.
 AF7735
 AF7735.The horizontal coordinates were established by GPS observations
 AF7735.and adjusted by the National Geodetic Survey in June 2012.
 AF7735
 AF7735.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF7735.been affixed to the stable North American tectonic plate. See 
 AF7735.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF7735
 AF7735.The horizontal coordinates are valid at the epoch date displayed above
 AF7735.which is a decimal equivalence of Year/Month/Day.
 AF7735
 AF7735.The orthometric height was determined by GPS observations and a
 AF7735.high-resolution geoid model.
 AF7735
 AF7735.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7735.GEOID18 height accuracy estimate available here.
 AF7735
 AF7735.Click photographs - Photos may exist for this station.
 AF7735
 AF7735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF7735
 AF7735.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF7735
 AF7735.The ellipsoidal height was determined by GPS observations
 AF7735.and is referenced to NAD 83.
 AF7735
 AF7735. The following values were computed from the NAD 83(2011) position.
 AF7735
 AF7735;                    North         East     Units Scale Factor Converg.
 AF7735;SPC FL E     -   391,407.264   249,854.036   MT  0.99997184   +0 14 11.8
 AF7735;SPC FL E     - 1,284,142.00    819,729.45   sFT  0.99997184   +0 14 11.8
 AF7735;UTM  17      - 3,082,405.699   549,837.026   MT  0.99963066   +0 14 11.8
 AF7735
 AF7735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF7735!SPC FL E     -   1.00000386  x   0.99997184  =   0.99997570
 AF7735!UTM  17      -   1.00000386  x   0.99963066  =   0.99963452
 AF7735
 AF7735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4983782405(NAD 83)
 AF7735
 AF7735                          SUPERSEDED SURVEY CONTROL
 AF7735
 AF7735  NAD 83(2007)-  27 51 55.78470(N)    080 29 37.52950(W) AD(2002.00) 0
 AF7735  ELLIP H (02/10/07)  -24.584  (m)                       GP(2002.00)    
 AF7735  NAD 83(1999)-  27 51 55.78502(N)    080 29 37.52947(W) AD(       ) 1
 AF7735  ELLIP H (05/31/01)  -24.563  (m)                       GP(       ) 4 1
 AF7735  NAD 83(1990)-  27 51 55.78456(N)    080 29 37.52884(W) AD(       ) 1
 AF7735  NAD 83(1990)-  27 51 55.78456(N)    080 29 37.52884(W) AD(       ) 1
 AF7735  ELLIP H (09/12/94)  -24.541  (m)                       GP(       ) 4 1
 AF7735  NAVD 88 (09/12/94)    3.4    (m)  GEOID93  model used  GPS OBS        
 AF7735
 AF7735.Superseded values are not recommended for survey control.
 AF7735
 AF7735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7735.See file dsdata.pdf to determine how the superseded data were derived.
 AF7735
 AF7735_MARKER: DD = SURVEY DISK
 AF7735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7735_STAMPING: 70 92 GPS 2
 AF7735_MARK LOGO: FLDT
 AF7735_PROJECTION: FLUSH
 AF7735_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 AF7735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7735+STABILITY: SURFACE MOTION
 AF7735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7735+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2019
 AF7735
 AF7735  HISTORY     - Date     Condition        Report By
 AF7735  HISTORY     - UNK      MONUMENTED       FLDT
 AF7735  HISTORY     - 19930811 GOOD             GEOBAS
 AF7735  HISTORY     - 19940930 GOOD             GCYI
 AF7735  HISTORY     - 19970409 GOOD             USPSQD
 AF7735  HISTORY     - 19980624 GOOD             GCYI
 AF7735  HISTORY     - 20180517 GOOD             MOREKL
 AF7735  HISTORY     - 20190912 GOOD             INDIV
 AF7735
 AF7735                          STATION DESCRIPTION
 AF7735
 AF7735'DESCRIBED BY GEOBASE CONTROL INCORPORATED 1993
 AF7735'THE STATION IS LOCATED ABOUT 3 MI (4.83 KM) WEST OF SEBASTIAN INLET
 AF7735'AND 10 MI (16.09 KM) SOUTHEAST OF MALABAR IN THE RIGHT OF WAY OF U.S.
 AF7735'HIGHWAY 1.
 AF7735'TO REACH THE STATION FROM THE INDIAN RIVER-BREVARD COUNTY LINE AND U
 AF7735'.S. HIGHWAY 1, GO NORTHERLY ON U.S. HIGHWAY 1, 0.65 MI (1.05 KM) TO
 AF7735'HOUSE NUMBER 8940 AND THE STATION ON THE LEFT IN THE MEDIAN.
 AF7735'THE STATION IS A FL.D.O.T. BRASS DISK STAMPED ---70 92 GPS 2--- SET IN
 AF7735'A 12 INCH ROUND CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND. IT
 AF7735'IS 55.5 FT (16.92 M) SOUTH OF THE PROJECTED CENTER OF 12TH STREET,
 AF7735'37.5 FT (11.43 M) WEST-SOUTHWEST OF THE CENTER OF THE NORTHBOUND
 AF7735'LANES OF U.S. HIGHWAY 1, 28.0 FT (8.53 M) EAST-NORTHEAST OF THE
 AF7735'CENTER OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 1 AND 5.0 FT (1.52 M)
 AF7735'SOUTH OF A METAL WITNESS POST.
 AF7735'REFERENCES--
 AF7735'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE WEST EDGE OF THE
 AF7735'WEST TRAVEL LANE OF THE NORTHBOUND LANES OF U.S. HIGHWAY 1 ON A
 AF7735'MAGNETIC AZIMUTH OF 110 DEGREES AT 32.25 FT (9.83 M).
 AF7735'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE EAST EDGE OF
 AF7735'PAVEMENT OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 1 ON A MAGNETIC
 AF7735'AZIMUTH OF 220 DEGREES AT 19.83 FT (6.04 M).
 AF7735'PK NAIL AND ---REF. PT. LB 3639--- DISK SET IN THE SOUTH EDGE OF
 AF7735'PAVEMENT OF A PAVED MEDIAN CROSSING FOR U.S. HIGHWAY 1 ON A MAGNETIC
 AF7735'AZIMUTH OF 348 DEGREES AT 11.75 FT (3.58 M).
 AF7735
 AF7735                          STATION RECOVERY (1994)
 AF7735
 AF7735'RECOVERY NOTE BY G.C.Y., INCORPORATED 1994 (MRL)
 AF7735'RECOVERED AS DESCRIBED.
 AF7735
 AF7735                          STATION RECOVERY (1997)
 AF7735
 AF7735'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF7735'RECOVERED IN GOOD CONDITION.
 AF7735
 AF7735                          STATION RECOVERY (1998)
 AF7735
 AF7735'RECOVERY NOTE BY G.C.Y., INCORPORATED 1998 (PA)
 AF7735'RECOVERED AS DESCRIBED.
 AF7735
 AF7735                          STATION RECOVERY (2018)
 AF7735
 AF7735'RECOVERY NOTE BY MORGAN AND EKLUND INC 2018 (DC)
 AF7735'RECOVERED IN GOOD CONDITION.
 AF7735
 AF7735                          STATION RECOVERY (2019)
 AF7735
 AF7735'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AF7735'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1942 ***********************************************************************
 AG1942  DESIGNATION -  70 S CO
 AG1942  PID         -  AG1942
 AG1942  STATE/COUNTY-  FL/SARASOTA
 AG1942  COUNTRY     -  US
 AG1942  USGS QUAD   -  BEE RIDGE (2018)
 AG1942
 AG1942                         *CURRENT SURVEY CONTROL
 AG1942  ______________________________________________________________________
 AG1942* NAD 83(1986) POSITION- 27 17 29.     (N) 082 29 21.     (W)   SCALED
 AG1942* NAVD 88 ORTHO HEIGHT -    10.737 (meters)       35.23  (feet) ADJUSTED
 AG1942  ______________________________________________________________________
 AG1942  GEOID HEIGHT    -        -24.316 (meters)                     GEOID18
 AG1942  DYNAMIC HEIGHT  -         10.720 (meters)       35.17  (feet) COMP
 AG1942  MODELED GRAVITY -    979,128.0   (mgal)                       NAVD 88
 AG1942
 AG1942  VERT ORDER      -  FIRST     CLASS I
 AG1942
 AG1942.The horizontal coordinates were scaled from a map and have
 AG1942.an estimated accuracy of +/- 6 seconds.
 AG1942
 AG1942.The orthometric height was determined by differential leveling and
 AG1942.adjusted by the NATIONAL GEODETIC SURVEY
 AG1942.in June 1991.
 AG1942
 AG1942.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1942.GEOID18 height accuracy estimate available here.
 AG1942
 AG1942.Click photographs - Photos may exist for this station.
 AG1942
 AG1942.The dynamic height is computed by dividing the NAVD 88
 AG1942.geopotential number by the normal gravity value computed on the
 AG1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1942.degrees latitude (g = 980.6199 gals.).
 AG1942
 AG1942.The modeled gravity was interpolated from observed gravity values.
 AG1942
 AG1942;                    North         East    Units  Estimated Accuracy
 AG1942;SPC FL W     -   327,790.      151,580.      MT  (+/- 180 meters Scaled)
 AG1942
 AG1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL526195(NAD 83)
 AG1942
 AG1942                          SUPERSEDED SURVEY CONTROL
 AG1942
 AG1942  NGVD 29 (??/??/92)   11.06   (m)           36.3    (f) COMPUTED    1 1
 AG1942
 AG1942.Superseded values are not recommended for survey control.
 AG1942
 AG1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1942.See file dsdata.pdf to determine how the superseded data were derived.
 AG1942
 AG1942_MARKER: DD = SURVEY DISK
 AG1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1942_STAMPING: 36.25
 AG1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1942+STABILITY: SURFACE MOTION
 AG1942
 AG1942  HISTORY     - Date     Condition        Report By
 AG1942  HISTORY     - UNK      MONUMENTED       LOCENG
 AG1942  HISTORY     - 1966     GOOD             CGS
 AG1942  HISTORY     - 1977     GOOD             LOCSUR
 AG1942  HISTORY     - 19971110 GOOD             USPSQD
 AG1942  HISTORY     - 20020312 MARK NOT FOUND   USPSQD
 AG1942
 AG1942                          STATION DESCRIPTION
 AG1942
 AG1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG1942'6 MI SE FROM SARASOTA.
 AG1942'5.75 MILES SOUTHEAST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 AG1942'THE STATION AT SARASOTA, THENCE ABOUT 0.25 MILE WEST ALONG
 AG1942'WILKINSON ROAD, NEAR THE INTERSECTION OF SAWYER ROAD, 23.0
 AG1942'FEET NORTH OF THE CENTER LINE OF WILKINSON ROAD, 22.8 FEET WEST
 AG1942'OF THE CENTER LINE OF SAWYER ROAD, 3 FEET NORTHEAST OF A POWER
 AG1942'LINE POLE, 55 FEET NORTH OF AND ACROSS WILKINSON ROAD FROM BENCH
 AG1942'MARK X 93, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT
 AG1942'ABOVE THE LEVEL OF THE GROUND AND ABOUT 1/2 FOOT ABOVE THE LEVEL
 AG1942'OF SAWYER ROAD.
 AG1942
 AG1942                          STATION RECOVERY (1977)
 AG1942
 AG1942'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1977
 AG1942'RECOVERED IN GOOD CONDITION.
 AG1942
 AG1942                          STATION RECOVERY (1997)
 AG1942
 AG1942'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG1942'RECOVERED IN GOOD CONDITION.
 AG1942
 AG1942                          STATION RECOVERY (2002)
 AG1942
 AG1942'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG1942'PROJECTING MARK REMOVED AND REPLACED WITH DISK AND NAIL BENCH MARK
 AG1942'LB6754 WAKN IS 2FT 9IN SOUTH OF MARK LOCATION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9121 ***********************************************************************
 DO9121  DESIGNATION -  700004 A
 DO9121  PID         -  DO9121
 DO9121  STATE/COUNTY-  FL/POLK
 DO9121  COUNTRY     -  US
 DO9121  USGS QUAD   -  HOMELAND (2018)
 DO9121
 DO9121                         *CURRENT SURVEY CONTROL
 DO9121  ______________________________________________________________________
 DO9121* NAD 83(1986) POSITION- 27 52 25.6    (N) 081 48 19.7    (W)   HD_HELD2
 DO9121* NAVD 88 ORTHO HEIGHT -    28.216 (meters)       92.57  (feet) ADJUSTED
 DO9121  ______________________________________________________________________
 DO9121  GEOID HEIGHT    -        -25.933 (meters)                     GEOID18
 DO9121  DYNAMIC HEIGHT  -         28.175 (meters)       92.44  (feet) COMP
 DO9121  MODELED GRAVITY -    979,167.0   (mgal)                       NAVD 88
 DO9121
 DO9121  VERT ORDER      -  FIRST     CLASS II
 DO9121
 DO9121.The horizontal coordinates were established by autonomous hand held GPS
 DO9121.observations and have an estimated accuracy of +/- 10 meters.
 DO9121
 DO9121.The orthometric height was determined by differential leveling and
 DO9121.adjusted by the NATIONAL GEODETIC SURVEY
 DO9121.in January 2015.
 DO9121
 DO9121.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9121.GEOID18 height accuracy estimate available here.
 DO9121
 DO9121.Click photographs - Photos may exist for this station.
 DO9121
 DO9121.The dynamic height is computed by dividing the NAVD 88
 DO9121.geopotential number by the normal gravity value computed on the
 DO9121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9121.degrees latitude (g = 980.6199 gals.).
 DO9121
 DO9121.The modeled gravity was interpolated from observed gravity values.
 DO9121
 DO9121;                    North         East    Units  Estimated Accuracy
 DO9121;SPC FL W     -   392,237.      219,155.      MT  (+/- 10 meters HH2 GPS)
 DO9121
 DO9121_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2071083480(NAD 83)
 DO9121
 DO9121                          SUPERSEDED SURVEY CONTROL
 DO9121
 DO9121  NAVD 88 (12/11/13)   28.218  (m)           92.58   (f) SUPERSEDED  1 2
 DO9121
 DO9121.Superseded values are not recommended for survey control.
 DO9121
 DO9121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO9121.See file dsdata.pdf to determine how the superseded data were derived.
 DO9121
 DO9121_MARKER: F = FLANGE-ENCASED ROD
 DO9121_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO9121_STAMPING: 700004 A 2012
 DO9121_MARK LOGO: NGS
 DO9121_PROJECTION: RECESSED 5 CENTIMETERS
 DO9121_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9121_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9121+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2012
 DO9121_ROD/PIPE-DEPTH: 4.6 meters
 DO9121
 DO9121  HISTORY     - Date     Condition        Report By
 DO9121  HISTORY     - 20120621 MONUMENTED       FLDEP
 DO9121
 DO9121                          STATION DESCRIPTION
 DO9121
 DO9121'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9121'THE MARK IS ABOUT 5.5 MI (8.8 KM) WEST OF ALTURAS, 4.0 MI (6.4 KM)
 DO9121'NORTH-NORTHEAST OF HOMELAND, 2.8 MI (4.5 KM) SOUTHEAST OF BARTOW, IN
 DO9121'SECTION 15 TOWNSHIP 30 SOUTH, RANGE 25 EAST.  ACCESS CAN BE OBTAINED
 DO9121'BY CALLING CLEAR SPRINGS, OR THE (SWFWMD) SOUTHWEST FLORIDA WATER
 DO9121'MANAGEMENT DISTRICT, CONTACT PERSON IS JIM OWENS A KEY AND COMBINATION
 DO9121'ARE REQUIRED.
 DO9121'
 DO9121'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO9121'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE IN BARTOW, GO
 DO9121'SOUTH ON U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF CLEAR
 DO9121'SPRINGS ROAD ON THE LEFT.  TURN LEFT ON CLEAR SPRINGS ROAD AND GO EAST
 DO9121'FOR 0.55 MI (0.9 KM) TO THE DEAD END AND A LOCKED ENTRANCE GATE TO
 DO9121'CLEAR SPRINGS PROPERTY.  CONTINUE THROUGH THE GATE FOR 0.1 MI (0.2 KM)
 DO9121'TO A Y-JUNCTION, VEER TO THE LEFT AND GO EASTERLY AND NORTHERLY FOR
 DO9121'0.4 MI (0.6 KM) TO A GATE WITH A COMBINATION LOCK.  CONTINUE NORTHERLY
 DO9121'ON THE DIRT ROAD FOR 0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT, A
 DO9121'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 15.2 FT (4.6 M)
 DO9121'WITH AN NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.2 FT (6 CM) BELOW
 DO9121'THE LEVEL OF THE GROUND AND 25.0 FT (7.6 M) BELOW THE LEVEL OF THE
 DO9121'DIRT ROAD, THE DATUM POINT IS RECESSED 0.1 FT (3 CM) BELOW THE LEVEL
 DO9121'OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DO9121'
 DO9121'LOCATED 129.0 FT (39.3 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DO9121'THE DIRT ROAD, 94.3 FT (28.7 M) EAST-NORTHEAST OF A WOODEN FENCE
 DO9121'CORNER, 39.1 FT (11.9 M) EAST-NORTHEAST OF SURVEY MARK 700004 B, 1.2
 DO9121'FT (0.4 M) NORTHWEST OF A BARBED WIRE FENCE AND 1.1 FT (0.3 M)
 DO9121'NORTHWEST OF A CARSONITE WITNESS POST.
 DO9121'
 DO9121'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DO9121'CAP.
 DO9121'
 DO9121'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DO9121'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9120 ***********************************************************************
 DO9120  DESIGNATION -  700004 B
 DO9120  PID         -  DO9120
 DO9120  STATE/COUNTY-  FL/POLK
 DO9120  COUNTRY     -  US
 DO9120  USGS QUAD   -  HOMELAND (2018)
 DO9120
 DO9120                         *CURRENT SURVEY CONTROL
 DO9120  ______________________________________________________________________
 DO9120* NAD 83(1986) POSITION- 27 52 25.0    (N) 081 48 20.1    (W)   HD_HELD2
 DO9120* NAVD 88 ORTHO HEIGHT -    28.386 (meters)       93.13  (feet) ADJUSTED
 DO9120  ______________________________________________________________________
 DO9120  GEOID HEIGHT    -        -25.932 (meters)                     GEOID18
 DO9120  DYNAMIC HEIGHT  -         28.344 (meters)       92.99  (feet) COMP
 DO9120  MODELED GRAVITY -    979,167.0   (mgal)                       NAVD 88
 DO9120
 DO9120  VERT ORDER      -  FIRST     CLASS II
 DO9120
 DO9120.The horizontal coordinates were established by autonomous hand held GPS
 DO9120.observations and have an estimated accuracy of +/- 10 meters.
 DO9120
 DO9120.The orthometric height was determined by differential leveling and
 DO9120.adjusted by the NATIONAL GEODETIC SURVEY
 DO9120.in January 2015.
 DO9120
 DO9120.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9120.GEOID18 height accuracy estimate available here.
 DO9120
 DO9120.Click photographs - Photos may exist for this station.
 DO9120
 DO9120.The dynamic height is computed by dividing the NAVD 88
 DO9120.geopotential number by the normal gravity value computed on the
 DO9120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9120.degrees latitude (g = 980.6199 gals.).
 DO9120
 DO9120.The modeled gravity was interpolated from observed gravity values.
 DO9120
 DO9120;                    North         East    Units  Estimated Accuracy
 DO9120;SPC FL W     -   392,219.      219,144.      MT  (+/- 10 meters HH2 GPS)
 DO9120
 DO9120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2069983462(NAD 83)
 DO9120
 DO9120                          SUPERSEDED SURVEY CONTROL
 DO9120
 DO9120  NAVD 88 (12/11/13)   28.388  (m)           93.14   (f) SUPERSEDED  1 2
 DO9120
 DO9120.Superseded values are not recommended for survey control.
 DO9120
 DO9120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO9120.See file dsdata.pdf to determine how the superseded data were derived.
 DO9120
 DO9120_MARKER: F = FLANGE-ENCASED ROD
 DO9120_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO9120_STAMPING: 700004 B 2012
 DO9120_MARK LOGO: NGS
 DO9120_PROJECTION: RECESSED 5 CENTIMETERS
 DO9120_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9120+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2012
 DO9120_ROD/PIPE-DEPTH: 4.8 meters
 DO9120
 DO9120  HISTORY     - Date     Condition        Report By
 DO9120  HISTORY     - 20120621 MONUMENTED       FLDEP
 DO9120
 DO9120                          STATION DESCRIPTION
 DO9120
 DO9120'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9120'THE MARK IS ABOUT 5.5 MI (8.8 KM) WEST OF ALTURAS, 4.0 MI (6.4 KM)
 DO9120'NORTH-NORTHEAST OF HOMELAND, 2.8 MI (4.5 KM) SOUTHEAST OF BARTOW, IN
 DO9120'SECTION 15 TOWNSHIP 30 SOUTH, RANGE 25 EAST.  ACCESS CAN BE OBTAINED
 DO9120'BY CALLING CLEAR SPRINGS, OR THE (SWFWMD) SOUTHWEST FLORIDA WATER
 DO9120'MANAGEMENT DISTRICT, CONTACT PERSON IS JIM OWENS A KEY AND COMBINATION
 DO9120'ARE REQUIRED.
 DO9120'
 DO9120'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO9120'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE IN BARTOW, GO
 DO9120'SOUTH ON U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF CLEAR
 DO9120'SPRINGS ROAD ON THE LEFT.  TURN LEFT ON CLEAR SPRINGS ROAD AND GO EAST
 DO9120'FOR 0.55 MI (0.9 KM) TO THE DEAD END AND A LOCKED ENTRANCE GATE TO
 DO9120'CLEAR SPRINGS PROPERTY.  CONTINUE THROUGH THE GATE FOR 0.1 MI (0.2 KM)
 DO9120'TO A Y-JUNCTION, VEER TO THE LEFT AND GO EASTERLY AND NORTHERLY FOR
 DO9120'0.4 MI (0.6 KM) TO A GATE WITH A COMBINATION LOCK.  CONTINUE NORTHERLY
 DO9120'ON THE DIRT ROAD FOR 0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT, A
 DO9120'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 15.7 FT (4.8 M)
 DO9120'WITH AN NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.2 FT (6 CM) BELOW
 DO9120'THE LEVEL OF THE GROUND AND 25.0 FT (7.6 M) BELOW THE LEVEL OF THE
 DO9120'DIRT ROAD, THE DATUM POINT IS RECESSED 0.1 FT (3 CM) BELOW THE LEVEL
 DO9120'OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DO9120'
 DO9120'LOCATED 126.0 FT (38.4 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DO9120'THE DIRT ROAD, 56.3 FT (17.2 M) EAST-NORTHEAST OF A CORNER POST, 39.1
 DO9120'FT (11.9 M) WEST-SOUTHWEST OF SURVEY MARK 700004 A, 1.4 FT (0.4 M)
 DO9120'NORTHWEST OF A BARBED WIRE FENCE AND 1.2 FT (0.4 M) NORTHWEST OF A
 DO9120'CARSONITE WITNESS POST.
 DO9120'
 DO9120'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DO9120'CAP.
 DO9120'
 DO9120'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DO9120'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9107 ***********************************************************************
 DO9107  DESIGNATION -  700355 A
 DO9107  PID         -  DO9107
 DO9107  STATE/COUNTY-  FL/POLK
 DO9107  COUNTRY     -  US
 DO9107  USGS QUAD   -  HOMELAND (2018)
 DO9107
 DO9107                         *CURRENT SURVEY CONTROL
 DO9107  ______________________________________________________________________
 DO9107* NAD 83(1986) POSITION- 27 51 51.0    (N) 081 48 26.9    (W)   HD_HELD2
 DO9107* NAVD 88 ORTHO HEIGHT -    29.933 (meters)       98.21  (feet) ADJUSTED
 DO9107  ______________________________________________________________________
 DO9107  GEOID HEIGHT    -        -25.894 (meters)                     GEOID18
 DO9107  DYNAMIC HEIGHT  -         29.888 (meters)       98.06  (feet) COMP
 DO9107  MODELED GRAVITY -    979,167.2   (mgal)                       NAVD 88
 DO9107
 DO9107  VERT ORDER      -  FIRST     CLASS II
 DO9107
 DO9107.The horizontal coordinates were established by autonomous hand held GPS
 DO9107.observations and have an estimated accuracy of +/- 10 meters.
 DO9107
 DO9107.The orthometric height was determined by differential leveling and
 DO9107.adjusted by the NATIONAL GEODETIC SURVEY
 DO9107.in December 2013.
 DO9107
 DO9107.No vertical observational check was made to the station.
 DO9107
 DO9107.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9107.GEOID18 height accuracy estimate available here.
 DO9107
 DO9107.Click photographs - Photos may exist for this station.
 DO9107
 DO9107.The dynamic height is computed by dividing the NAVD 88
 DO9107.geopotential number by the normal gravity value computed on the
 DO9107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9107.degrees latitude (g = 980.6199 gals.).
 DO9107
 DO9107.The modeled gravity was interpolated from observed gravity values.
 DO9107
 DO9107;                    North         East    Units  Estimated Accuracy
 DO9107;SPC FL W     -   391,172.      218,960.      MT  (+/- 10 meters HH2 GPS)
 DO9107
 DO9107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2050682417(NAD 83)
 DO9107
 DO9107                          SUPERSEDED SURVEY CONTROL
 DO9107
 DO9107.No superseded survey control is available for this station.
 DO9107
 DO9107_MARKER: F = FLANGE-ENCASED ROD
 DO9107_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9107_STAMPING: 700355 A 2012
 DO9107_MARK LOGO: NGS
 DO9107_PROJECTION: FLUSH
 DO9107_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9107+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2012
 DO9107_ROD/PIPE-DEPTH: 6.2 meters
 DO9107
 DO9107  HISTORY     - Date     Condition        Report By
 DO9107  HISTORY     - 20120621 MONUMENTED       FLDEP
 DO9107
 DO9107                          STATION DESCRIPTION
 DO9107
 DO9107'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9107'THE MARK IS ABOUT 5.7 MI (9.2 KM) WEST OF ALTURAS, 3.4 MI (5.5 KM)
 DO9107'NORTH-NORTHEAST OF HOMELAND, 3.1 MI (5.0 KM) SOUTHEAST OF BARTOW, IN
 DO9107'SECTION 22, TOWNSHIP 30 SOUTH, RANGE 25 EAST.  ACCESS CAN BE OBTAINED
 DO9107'BY CALLING CLEAR SPRINGS, OR THE (SWFWMD) SOUTHWEST FLORIDA WATER
 DO9107'MANAGEMENT DISTRICT, CONTACT PERSON IS JIM OWENS A KEY IS REQUIRED.
 DO9107'
 DO9107'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO9107'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE IN BARTOW, GO
 DO9107'SOUTH ON U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF CLEAR
 DO9107'SPRINGS ROAD ON THE LEFT.  TURN LEFT ON CLEAR SPRINGS ROAD AND GO EAST
 DO9107'FOR 0.55 MI (0.9 KM) TO THE DEAD END AND A LOCKED ENTRANCE GATE TO
 DO9107'CLEAR SPRINGS PROPERTY.  CONTINUE THROUGH THE GATE ON THE DIRT ROAD
 DO9107'FOR 0.1 MI (0.2 KM) TO A Y-JUNCTION, VEER TO THE RIGHT AND GO SOUTH
 DO9107'THEN EAST FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF A DIRT ROAD ON THE
 DO9107'RIGHT.  CONTINUE EAST ON THE DIRT ROAD FOR 0.05 MI (0.1 KM) TO THE
 DO9107'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO9107'20.3 FT (6.2 M) WITH AN NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH
 DO9107'THE GROUND AND LEVEL WITH THE DIRT ROAD, THE DATUM POINT IS RECESSED
 DO9107'0.3 FT (9 CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO
 DO9107'CAP.
 DO9107'
 DO9107'LOCATED 208.8 FT (63.6 M) WEST OF SURVEY MARK 700355 B, 62.0 FT (18.9
 DO9107'M) WEST OF A WATER MONITORING WELL 27.6 FT (8.4 M) WEST OF THE
 DO9107'SOUTHWEST CORNER OF THE BRIDGE, 6.0 FT (1.8 M) SOUTH OF THE
 DO9107'APPROXIMATE CENTERLINE OF THE DIRT ROAD AND 1.3 FT (0.4 M) NORTH OF A
 DO9107'CARSONITE WITNESS POST.
 DO9107'
 DO9107'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DO9107'CAP.
 DO9107'
 DO9107'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DO9107'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9108 ***********************************************************************
 DO9108  DESIGNATION -  700355 B
 DO9108  PID         -  DO9108
 DO9108  STATE/COUNTY-  FL/POLK
 DO9108  COUNTRY     -  US
 DO9108  USGS QUAD   -  HOMELAND (2018)
 DO9108
 DO9108                         *CURRENT SURVEY CONTROL
 DO9108  ______________________________________________________________________
 DO9108* NAD 83(1986) POSITION- 27 51 51.3    (N) 081 48 24.5    (W)   HD_HELD2
 DO9108* NAVD 88 ORTHO HEIGHT -    30.364 (meters)       99.62  (feet) ADJUSTED
 DO9108  ______________________________________________________________________
 DO9108  GEOID HEIGHT    -        -25.896 (meters)                     GEOID18
 DO9108  DYNAMIC HEIGHT  -         30.319 (meters)       99.47  (feet) COMP
 DO9108  MODELED GRAVITY -    979,167.2   (mgal)                       NAVD 88
 DO9108
 DO9108  VERT ORDER      -  FIRST     CLASS II
 DO9108
 DO9108.The horizontal coordinates were established by autonomous hand held GPS
 DO9108.observations and have an estimated accuracy of +/- 10 meters.
 DO9108
 DO9108.The orthometric height was determined by differential leveling and
 DO9108.adjusted by the NATIONAL GEODETIC SURVEY
 DO9108.in December 2013.
 DO9108
 DO9108.No vertical observational check was made to the station.
 DO9108
 DO9108.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9108.GEOID18 height accuracy estimate available here.
 DO9108
 DO9108.Click photographs - Photos may exist for this station.
 DO9108
 DO9108.The dynamic height is computed by dividing the NAVD 88
 DO9108.geopotential number by the normal gravity value computed on the
 DO9108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9108.degrees latitude (g = 980.6199 gals.).
 DO9108
 DO9108.The modeled gravity was interpolated from observed gravity values.
 DO9108
 DO9108;                    North         East    Units  Estimated Accuracy
 DO9108;SPC FL W     -   391,181.      219,026.      MT  (+/- 10 meters HH2 GPS)
 DO9108
 DO9108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2057282426(NAD 83)
 DO9108
 DO9108                          SUPERSEDED SURVEY CONTROL
 DO9108
 DO9108.No superseded survey control is available for this station.
 DO9108
 DO9108_MARKER: DD = SURVEY DISK
 DO9108_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO9108_SP_SET: BRIDGE CURB
 DO9108_STAMPING: 700355 B 2012
 DO9108_MARK LOGO: FLDEP
 DO9108_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO9108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9108+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2012
 DO9108
 DO9108  HISTORY     - Date     Condition        Report By
 DO9108  HISTORY     - 20120621 MONUMENTED       FLDEP
 DO9108
 DO9108                          STATION DESCRIPTION
 DO9108
 DO9108'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9108'THE MARK IS ABOUT 5.6 MI (9.0 KM) WEST OF ALTURAS, 3.4 MI (5.5 KM)
 DO9108'NORTH-NORTHEAST OF HOMELAND, 3.1 MI (5.0 KM) SOUTHEAST OF BARTOW, IN
 DO9108'SECTION 22, TOWNSHIP 30 SOUTH, RANGE 25 EAST.  ACCESS CAN BE OBTAINED
 DO9108'BY CALLING CLEAR SPRINGS, OR THE (SWFWMD) SOUTHWEST FLORIDA WATER
 DO9108'MANAGEMENT DISTRICT, CONTACT PERSON IS JIM OWENS A KEY IS REQUIRED.
 DO9108'
 DO9108'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO9108'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE IN BARTOW, GO
 DO9108'SOUTH ON U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF CLEAR
 DO9108'SPRINGS ROAD ON THE LEFT.  TURN LEFT ON CLEAR SPRINGS ROAD AND GO EAST
 DO9108'FOR 0.55 MI (0.9 KM) TO THE DEAD END AND A LOCKED ENTRANCE GATE TO
 DO9108'CLEAR SPRINGS PROPERTY.  CONTINUE THROUGH THE GATE ON THE DIRT ROAD
 DO9108'FOR 0.1 MI (0.2 KM) TO A Y-JUNCTION, VEER TO THE RIGHT AND GO SOUTH
 DO9108'THEN EAST ON THE DIRT ROAD FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF A
 DO9108'DIRT ROAD ON THE RIGHT.  CONTINUE EAST ON THE DIRT ROAD FOR 0.1 MI
 DO9108'(0.2 KM) TO A CONCRETE BRIDE AND THE MARK ON THE RIGHT, SET FLUSH IN
 DO9108'THE TOP OF THE SOUTHEAST CORNER OF THE BRIDGE CURB AND 1.0 FT (0.3 M)
 DO9108'ABOVE THE LEVEL OF THE BRIDGE.
 DO9108'
 DO9108'LOCATED 208.8 FT (63.6 M) WEST OF SURVEY MARK 70035 A, 145.9 FT (44.5
 DO9108'M) EAST OF A WATER MONITORING WELL 7.5 FT (2.3 M) SOUTH OF THE
 DO9108'APPROXIMATE CENTERLINE OF THE DIRT ROAD, 6.7 FT (2.0 M) WEST OF THE
 DO9108'EAST END OF THE BRIDGE AND 0.5 FT (15 CM) NORTH OF A CARSONITE WITNESS
 DO9108'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9140 ***********************************************************************
 DO9140  DESIGNATION -  700356 A
 DO9140  PID         -  DO9140
 DO9140  STATE/COUNTY-  FL/POLK
 DO9140  COUNTRY     -  US
 DO9140  USGS QUAD   -  HOMELAND (2018)
 DO9140
 DO9140                         *CURRENT SURVEY CONTROL
 DO9140  ______________________________________________________________________
 DO9140* NAD 83(1986) POSITION- 27 50 18.5    (N) 081 48 43.6    (W)   HD_HELD2
 DO9140* NAVD 88 ORTHO HEIGHT -    28.835 (meters)       94.60  (feet) ADJUSTED
 DO9140  ______________________________________________________________________
 DO9140  GEOID HEIGHT    -        -25.799 (meters)                     GEOID18
 DO9140  DYNAMIC HEIGHT  -         28.793 (meters)       94.47  (feet) COMP
 DO9140  MODELED GRAVITY -    979,167.1   (mgal)                       NAVD 88
 DO9140
 DO9140  VERT ORDER      -  FIRST     CLASS II
 DO9140
 DO9140.The horizontal coordinates were established by autonomous hand held GPS
 DO9140.observations and have an estimated accuracy of +/- 10 meters.
 DO9140
 DO9140.The orthometric height was determined by differential leveling and
 DO9140.adjusted by the NATIONAL GEODETIC SURVEY
 DO9140.in December 2013.
 DO9140
 DO9140.No vertical observational check was made to the station.
 DO9140
 DO9140.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9140.GEOID18 height accuracy estimate available here.
 DO9140
 DO9140.Click photographs - Photos may exist for this station.
 DO9140
 DO9140.The dynamic height is computed by dividing the NAVD 88
 DO9140.geopotential number by the normal gravity value computed on the
 DO9140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9140.degrees latitude (g = 980.6199 gals.).
 DO9140
 DO9140.The modeled gravity was interpolated from observed gravity values.
 DO9140
 DO9140;                    North         East    Units  Estimated Accuracy
 DO9140;SPC FL W     -   388,324.      218,508.      MT  (+/- 10 meters HH2 GPS)
 DO9140
 DO9140_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2003079573(NAD 83)
 DO9140
 DO9140                          SUPERSEDED SURVEY CONTROL
 DO9140
 DO9140.No superseded survey control is available for this station.
 DO9140
 DO9140_MARKER: F = FLANGE-ENCASED ROD
 DO9140_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO9140_STAMPING: 700356 A 2012
 DO9140_MARK LOGO: FLDEP
 DO9140_PROJECTION: RECESSED 8 CENTIMETERS
 DO9140_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9140_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9140+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2012
 DO9140_ROD/PIPE-DEPTH: 6.1 meters
 DO9140
 DO9140  HISTORY     - Date     Condition        Report By
 DO9140  HISTORY     - 20121024 MONUMENTED       FLDEP
 DO9140
 DO9140                          STATION DESCRIPTION
 DO9140
 DO9140'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9140'THE MARK IS ABOUT 6.3 MI (10.1 KM) WEST-SOUTHWEST OF ALTURAS, 4.4 MI
 DO9140'(7.1 KM) SOUTH-SOUTHEAST OF BARTOW, 1.6 MI (2.6 KM) NORTH-NORTHEAST OF
 DO9140'HOMELAND, IN SECTION 28, TOWNSHIP 30 SOUTH, RANGE 25 EAST.  ACCESS CAN
 DO9140'BE OBTAINED BY CALLING CLEAR SPRINGS OR THE (SWFWMD) SOUTHWEST FLORIDA
 DO9140'WATER MANAGEMENT DISTRICT, CONTACT PERSON IS JIM OWENS A KEY IS
 DO9140'REQUIRED.
 DO9140'
 DO9140'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO9140'ROAD 640 IN HOMELAND, GO NORTH ON U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM)
 DO9140'TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT, WITH A LOCKED GATE.  TURN
 DO9140'RIGHT ON THE DIRT ROAD, PASSING THROUGH THE LOCKED GATE AND GO EAST
 DO9140'AND SOUTH FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A DIRT ROAD ON THE
 DO9140'LEFT WITH A GATE.  CONTINUE SOUTH ON THE DIRT ROAD FOR 0.4 MI (0.6 KM)
 DO9140'TO THE JUNCTION OF A DIRT ROAD, WITH A GATE, ON THE LEFT.  TURN LEFT
 DO9140'ON THE DIRT ROAD PASSING THROUGH THE GATE AND GO SOUTHEAST FOR 0.1 MI
 DO9140'(0.2 KM) TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO
 DO9140'REFUSAL AT A DEPTH OF 19.9 FT (6.1 M) WITH AN NATIONAL GEODETIC SURVEY
 DO9140'LOGO CAP RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 0.8
 DO9140'FT (24 CM) BELOW THE LEVEL OF THE DIRT ROAD, THE DATUM POINT IS
 DO9140'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY
 DO9140'LOGO CAP.
 DO9140'
 DO9140'LOCATED 145.3 FT (44.3 M) NORTH OF ROD MARK 700356 B, 62.8 FT (19.1 M)
 DO9140'NORTH OF THE APPROXIMATE CENTER OF THE OVER FLOW PIPE UNDER THE DIRT
 DO9140'ROAD, 59.9 FT (18.3 M) EAST-NORTHEAST OF WATER MONITORING WELL 700356,
 DO9140'12.0 FT (3.7 M) SOUTH OF A 8-INCH (20 CM) OAK TREE AND 1.6 FT (0.5 M)
 DO9140'WEST OF A CARSONITE WITNESS POST.
 DO9140'
 DO9140'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DO9140'GAP.
 DO9140'
 DO9140'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DO9140'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9141 ***********************************************************************
 DO9141  DESIGNATION -  700356 B
 DO9141  PID         -  DO9141
 DO9141  STATE/COUNTY-  FL/POLK
 DO9141  COUNTRY     -  US
 DO9141  USGS QUAD   -  HOMELAND (2018)
 DO9141
 DO9141                         *CURRENT SURVEY CONTROL
 DO9141  ______________________________________________________________________
 DO9141* NAD 83(1986) POSITION- 27 50 17.1    (N) 081 48 43.9    (W)   HD_HELD2
 DO9141* NAVD 88 ORTHO HEIGHT -    28.176 (meters)       92.44  (feet) ADJUSTED
 DO9141  ______________________________________________________________________
 DO9141  GEOID HEIGHT    -        -25.798 (meters)                     GEOID18
 DO9141  DYNAMIC HEIGHT  -         28.135 (meters)       92.31  (feet) COMP
 DO9141  MODELED GRAVITY -    979,167.1   (mgal)                       NAVD 88
 DO9141
 DO9141  VERT ORDER      -  FIRST     CLASS II
 DO9141
 DO9141.The horizontal coordinates were established by autonomous hand held GPS
 DO9141.observations and have an estimated accuracy of +/- 10 meters.
 DO9141
 DO9141.The orthometric height was determined by differential leveling and
 DO9141.adjusted by the NATIONAL GEODETIC SURVEY
 DO9141.in December 2013.
 DO9141
 DO9141.No vertical observational check was made to the station.
 DO9141
 DO9141.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9141.GEOID18 height accuracy estimate available here.
 DO9141
 DO9141.Click photographs - Photos may exist for this station.
 DO9141
 DO9141.The dynamic height is computed by dividing the NAVD 88
 DO9141.geopotential number by the normal gravity value computed on the
 DO9141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9141.degrees latitude (g = 980.6199 gals.).
 DO9141
 DO9141.The modeled gravity was interpolated from observed gravity values.
 DO9141
 DO9141;                    North         East    Units  Estimated Accuracy
 DO9141;SPC FL W     -   388,281.      218,499.      MT  (+/- 10 meters HH2 GPS)
 DO9141
 DO9141_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2002279530(NAD 83)
 DO9141
 DO9141                          SUPERSEDED SURVEY CONTROL
 DO9141
 DO9141.No superseded survey control is available for this station.
 DO9141
 DO9141_MARKER: F = FLANGE-ENCASED ROD
 DO9141_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO9141_STAMPING: 700356 B 2012
 DO9141_MARK LOGO: FLDEP
 DO9141_PROJECTION: RECESSED 5 CENTIMETERS
 DO9141_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9141_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9141+SATELLITE: SATELLITE OBSERVATIONS - October 23, 2012
 DO9141_ROD/PIPE-DEPTH: 8.5 meters
 DO9141
 DO9141  HISTORY     - Date     Condition        Report By
 DO9141  HISTORY     - 20121023 MONUMENTED       FLDEP
 DO9141
 DO9141                          STATION DESCRIPTION
 DO9141
 DO9141'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9141'THE IS ABOUT 6.4 MI (10.3 KM) WEST-SOUTHWEST OF ALTURAS, 4.4 MI (7.1
 DO9141'KM) SOUTH-SOUTHEAST OF BARTOW, 1.6 MI (2.6 KM) NORTH-NORTHEAST OF
 DO9141'HOMELAND, IN SECTION 28, TOWNSHIP 30 SOUTH, RANGE 25 EAST.  ACCESS CAN
 DO9141'BE OBTAINED BY CALLING CLEAR SPRINGS OR THE (SWFWMD) SOUTHWEST FLORIDA
 DO9141'WATER MANAGEMENT DISTRICT, CONTACT PERSON IS JIM OWENS A KEY IS
 DO9141'REQUIRED.
 DO9141'
 DO9141'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DO9141'ROAD 640 IN HOMELAND, GO NORTH ON U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM)
 DO9141'TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT, WITH A LOCKED GATE.  TURN
 DO9141'RIGHT ON THE DIRT ROAD, PASSING THROUGH THE LOCKED GATE AND GO EAST
 DO9141'AND SOUTH FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A DIRT ROAD ON THE
 DO9141'LEFT WITH A GATE.  CONTINUE SOUTH ON THE DIRT ROAD FOR 0.4 MI (0.6 KM)
 DO9141'TO THE JUNCTION OF A DIRT ROAD WITH A GATE ON THE LEFT.  TURN LEFT ON
 DO9141'THE DIRT ROAD, PASSING THROUGH THE GATE AND GO SOUTHEAST FOR 0.15 MI
 DO9141'(0.2 KM) TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO
 DO9141'REFUSAL AT A DEPTH OF 26.5 FT (8.1 M) WITH AN NATIONAL GEODETIC SURVEY
 DO9141'LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.2
 DO9141'FT (6 CM) ABOVE THE LEVEL OF THE DIRT ROAD, THE DATUM POINT IS
 DO9141'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY
 DO9141'LOGO CAP.
 DO9141'
 DO9141'LOCATED 145.3 FT (44.3 M) SOUTH OF ROD MARK 700356 A, 80.9 FT (24.7 M)
 DO9141'SOUTH OF THE APPROXIMATE CENTER OF THE OVER FLOW PIPE UNDER THE DIRT
 DO9141'ROAD, 90.3 FT (27.5 M) SOUTH OF WATER MONITORING WELL 700356, 10.4 FT
 DO9141'(3.2 M) EAST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD AND 0.2 FT
 DO9141'(6 CM) WEST OF A CARSONITE WITNESS POST.
 DO9141'
 DO9141'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DO9141'GAP.
 DO9141'
 DO9141'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DO9141'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9105 ***********************************************************************
 DO9105  DESIGNATION -  700394 A
 DO9105  PID         -  DO9105
 DO9105  STATE/COUNTY-  FL/POLK
 DO9105  COUNTRY     -  US
 DO9105  USGS QUAD   -  HOMELAND (2018)
 DO9105
 DO9105                         *CURRENT SURVEY CONTROL
 DO9105  ______________________________________________________________________
 DO9105* NAD 83(1986) POSITION- 27 51 48.4    (N) 081 48 34.2    (W)   HD_HELD2
 DO9105* NAVD 88 ORTHO HEIGHT -    32.089 (meters)      105.28  (feet) ADJUSTED
 DO9105  ______________________________________________________________________
 DO9105  GEOID HEIGHT    -        -25.887 (meters)                     GEOID18
 DO9105  DYNAMIC HEIGHT  -         32.041 (meters)      105.12  (feet) COMP
 DO9105  MODELED GRAVITY -    979,167.4   (mgal)                       NAVD 88
 DO9105
 DO9105  VERT ORDER      -  FIRST     CLASS II
 DO9105
 DO9105.The horizontal coordinates were established by autonomous hand held GPS
 DO9105.observations and have an estimated accuracy of +/- 10 meters.
 DO9105
 DO9105.The orthometric height was determined by differential leveling and
 DO9105.adjusted by the NATIONAL GEODETIC SURVEY
 DO9105.in December 2013.
 DO9105
 DO9105.No vertical observational check was made to the station.
 DO9105
 DO9105.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9105.GEOID18 height accuracy estimate available here.
 DO9105
 DO9105.Click photographs - Photos may exist for this station.
 DO9105
 DO9105.The dynamic height is computed by dividing the NAVD 88
 DO9105.geopotential number by the normal gravity value computed on the
 DO9105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9105.degrees latitude (g = 980.6199 gals.).
 DO9105
 DO9105.The modeled gravity was interpolated from observed gravity values.
 DO9105
 DO9105;                    North         East    Units  Estimated Accuracy
 DO9105;SPC FL W     -   391,092.      218,760.      MT  (+/- 10 meters HH2 GPS)
 DO9105
 DO9105_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2030682338(NAD 83)
 DO9105
 DO9105                          SUPERSEDED SURVEY CONTROL
 DO9105
 DO9105.No superseded survey control is available for this station.
 DO9105
 DO9105_MARKER: DD = SURVEY DISK
 DO9105_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO9105_SP_SET: SPILLWAY
 DO9105_STAMPING: 700394 A 2012
 DO9105_MARK LOGO: FLDEP
 DO9105_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9105+STABILITY: SURFACE MOTION
 DO9105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9105+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2012
 DO9105
 DO9105  HISTORY     - Date     Condition        Report By
 DO9105  HISTORY     - 20120621 MONUMENTED       FLDEP
 DO9105
 DO9105                          STATION DESCRIPTION
 DO9105
 DO9105'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9105'THE MARK IS ABOUT 5.8 MI (9.3 KM) WEST OF ALTURAS, 3.3 MI (5.3 KM)
 DO9105'NORTH-NORTHEAST OF HOMELAND, 3.1 MI (5.0 KM) SOUTHEAST OF BARTOW, IN
 DO9105'SECTION 22, TOWNSHIP 30 SOUTH, RANGE 25 EAST.  ACCESS CAN BE OBTAINED
 DO9105'BY CALLING CLEAR SPRINGS, OR THE (SWFWMD) SOUTHWEST FLORIDA WATER
 DO9105'MANAGEMENT DISTRICT, CONTACT PERSON IS JIM OWENS A KEY IS REQUIRED.
 DO9105'
 DO9105'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO9105'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE IN BARTOW, GO
 DO9105'SOUTH ON U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF CLEAR
 DO9105'SPRINGS ROAD ON THE LEFT.  TURN LEFT ON CLEAR SPRINGS ROAD AND GO EAST
 DO9105'FOR 0.55 MI (0.9 KM) TO THE DEAD END AND A LOCKED ENTRANCE GATE TO
 DO9105'CLEAR SPRINGS PROPERTY.  CONTINUE THROUGH THE GATE ON THE DIRT ROAD
 DO9105'FOR 0.1 MI (0.2 KM) TO A Y-JUNCTION, VEER TO THE RIGHT AND GO SOUTH
 DO9105'THEN EAST FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF A DIRT ROAD ON THE
 DO9105'RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTHERLY FOR ABOUT 250.0
 DO9105'FT (76.2 M) TO A CONCRETE SPILLWAY AND THE MARK ON THE RIGHT, SET
 DO9105'FLUSH IN THE NORTHWEST CORNER OF THE RETAINING WALL LEVEL WITH THE
 DO9105'DIRT ROAD.
 DO9105'
 DO9105'LOCATED 24.5 FT (7.5 M) NORTHWEST OF SURVEY MARK 700394 B, 12.3 FT
 DO9105'(3.7 M) SOUTH OF A UTILITY POLE, 6.6 FT (2.0 M) WEST OF THE
 DO9105'APPROXIMATE CENTERLINE OF THE BRIDGE, 4.7 FT (1.4 M) SOUTH-SOUTHEAST
 DO9105'OF A WATER MONITORING WELL AND 0.8 FT (24 CM) SOUTHEAST OF A CARSONITE
 DO9105'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9106 ***********************************************************************
 DO9106  DESIGNATION -  700394 B
 DO9106  PID         -  DO9106
 DO9106  STATE/COUNTY-  FL/POLK
 DO9106  COUNTRY     -  US
 DO9106  USGS QUAD   -  HOMELAND (2018)
 DO9106
 DO9106                         *CURRENT SURVEY CONTROL
 DO9106  ______________________________________________________________________
 DO9106* NAD 83(1986) POSITION- 27 51 48.3    (N) 081 48 34.0    (W)   HD_HELD2
 DO9106* NAVD 88 ORTHO HEIGHT -    32.088 (meters)      105.28  (feet) ADJUSTED
 DO9106  ______________________________________________________________________
 DO9106  GEOID HEIGHT    -        -25.887 (meters)                     GEOID18
 DO9106  DYNAMIC HEIGHT  -         32.040 (meters)      105.12  (feet) COMP
 DO9106  MODELED GRAVITY -    979,167.4   (mgal)                       NAVD 88
 DO9106
 DO9106  VERT ORDER      -  FIRST     CLASS II
 DO9106
 DO9106.The horizontal coordinates were established by autonomous hand held GPS
 DO9106.observations and have an estimated accuracy of +/- 10 meters.
 DO9106
 DO9106.The orthometric height was determined by differential leveling and
 DO9106.adjusted by the NATIONAL GEODETIC SURVEY
 DO9106.in December 2013.
 DO9106
 DO9106.No vertical observational check was made to the station.
 DO9106
 DO9106.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9106.GEOID18 height accuracy estimate available here.
 DO9106
 DO9106.Click photographs - Photos may exist for this station.
 DO9106
 DO9106.The dynamic height is computed by dividing the NAVD 88
 DO9106.geopotential number by the normal gravity value computed on the
 DO9106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9106.degrees latitude (g = 980.6199 gals.).
 DO9106
 DO9106.The modeled gravity was interpolated from observed gravity values.
 DO9106
 DO9106;                    North         East    Units  Estimated Accuracy
 DO9106;SPC FL W     -   391,089.      218,766.      MT  (+/- 10 meters HH2 GPS)
 DO9106
 DO9106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2031182335(NAD 83)
 DO9106
 DO9106                          SUPERSEDED SURVEY CONTROL
 DO9106
 DO9106.No superseded survey control is available for this station.
 DO9106
 DO9106_MARKER: DD = SURVEY DISK
 DO9106_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO9106_SP_SET: SPILLWAY
 DO9106_STAMPING: 700394 B 2012
 DO9106_MARK LOGO: FLDEP
 DO9106_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9106+STABILITY: SURFACE MOTION
 DO9106_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9106+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2012
 DO9106
 DO9106  HISTORY     - Date     Condition        Report By
 DO9106  HISTORY     - 20120621 MONUMENTED       FLDEP
 DO9106
 DO9106                          STATION DESCRIPTION
 DO9106
 DO9106'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9106'THE MARK IS ABOUT 5.8 MI (9.3 KM) WEST OF ALTURAS, 3.3 MI (5.3 KM)
 DO9106'NORTH-NORTHEAST OF HOMELAND, 3.1 MI (5.0 KM) SOUTHEAST OF BARTOW, IN
 DO9106'SECTION 22, TOWNSHIP 30 SOUTH, RANGE 25 EAST.  ACCESS CAN BE OBTAINED
 DO9106'BY CALLING CLEAR SPRINGS, OR THE (SWFWMD) SOUTHWEST FLORIDA WATER
 DO9106'MANAGEMENT DISTRICT, CONTACT PERSON IS JIM OWENS A KEY IS REQUIRED.
 DO9106'
 DO9106'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO9106'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE IN BARTOW, GO
 DO9106'SOUTH ON U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF CLEAR
 DO9106'SPRINGS ROAD ON THE LEFT.  TURN LEFT ON CLEAR SPRINGS ROAD AND GO EAST
 DO9106'FOR 0.55 MI (0.9 KM) TO THE DEAD END AND A LOCKED ENTRANCE GATE TO
 DO9106'CLEAR SPRINGS PROPERTY.  CONTINUE THROUGH THE GATE ON THE DIRT ROAD
 DO9106'FOR 0.1 MI (0.2 KM) TO A Y-JUNCTION, VEER TO THE RIGHT AND GO SOUTH
 DO9106'THEN EAST FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF A DIRT ROAD ON THE
 DO9106'RIGHT.  TURN RIGHT ON THE DIRT ROAD AND GO SOUTHERLY FOR ABOUT 250.0
 DO9106'FT (76.2 M) TO A CONCRETE SPILLWAY AND THE MARK ON THE LEFT, SET FLUSH
 DO9106'IN THE SOUTHEAST CORNER OF THE RETAINING WALL LEVEL WITH DIRT ROAD.
 DO9106'
 DO9106'LOCATED 36.4 FT (11.1 M) SOUTH-SOUTHEAST OF A UTILITY POLE, 24.5 FT
 DO9106'(7.5 M) SOUTHEAST OF SURVEY MARK 700394 A, 6.5 FT (2.0 M) OF THE
 DO9106'APPROXIMATE CENTERLINE OF THE BRIDGE, 1.0 FT (0.3 M) WEST-NORTHWEST OF
 DO9106'A CARSONITE WITNESS POST AND 0.5 EAST OF A METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9112 ***********************************************************************
 DO9112  DESIGNATION -  700395 A
 DO9112  PID         -  DO9112
 DO9112  STATE/COUNTY-  FL/POLK
 DO9112  COUNTRY     -  US
 DO9112  USGS QUAD   -  HOMELAND (2018)
 DO9112
 DO9112                         *CURRENT SURVEY CONTROL
 DO9112  ______________________________________________________________________
 DO9112* NAD 83(1986) POSITION- 27 52 21.3    (N) 081 48 06.0    (W)   HD_HELD2
 DO9112* NAVD 88 ORTHO HEIGHT -    26.977 (meters)       88.51  (feet) ADJUSTED
 DO9112  ______________________________________________________________________
 DO9112  GEOID HEIGHT    -        -25.938 (meters)                     GEOID18
 DO9112  DYNAMIC HEIGHT  -         26.937 (meters)       88.38  (feet) COMP
 DO9112  MODELED GRAVITY -    979,166.7   (mgal)                       NAVD 88
 DO9112
 DO9112  VERT ORDER      -  FIRST     CLASS II
 DO9112
 DO9112.The horizontal coordinates were established by autonomous hand held GPS
 DO9112.observations and have an estimated accuracy of +/- 10 meters.
 DO9112
 DO9112.The orthometric height was determined by differential leveling and
 DO9112.adjusted by the NATIONAL GEODETIC SURVEY
 DO9112.in December 2013.
 DO9112
 DO9112.No vertical observational check was made to the station.
 DO9112
 DO9112.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9112.GEOID18 height accuracy estimate available here.
 DO9112
 DO9112.Click photographs - Photos may exist for this station.
 DO9112
 DO9112.The dynamic height is computed by dividing the NAVD 88
 DO9112.geopotential number by the normal gravity value computed on the
 DO9112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9112.degrees latitude (g = 980.6199 gals.).
 DO9112
 DO9112.The modeled gravity was interpolated from observed gravity values.
 DO9112
 DO9112;                    North         East    Units  Estimated Accuracy
 DO9112;SPC FL W     -   392,106.      219,530.      MT  (+/- 10 meters HH2 GPS)
 DO9112
 DO9112_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2108483346(NAD 83)
 DO9112
 DO9112                          SUPERSEDED SURVEY CONTROL
 DO9112
 DO9112.No superseded survey control is available for this station.
 DO9112
 DO9112_MARKER: DD = SURVEY DISK
 DO9112_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9112_STAMPING: 700395 A 2012
 DO9112_MARK LOGO: SWFWMD
 DO9112_PROJECTION: PROJECTING 76 CENTIMETERS
 DO9112_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9112_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9112+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 DO9112_ROD/PIPE-DEPTH: 4.5 meters
 DO9112
 DO9112  HISTORY     - Date     Condition        Report By
 DO9112  HISTORY     - 20120620 MONUMENTED       FLDEP
 DO9112
 DO9112                          STATION DESCRIPTION
 DO9112
 DO9112'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9112'THE MARK IS ABOUT 5.3 MI (8.5 KM) WEST OF ALTURAS, 4.0 MI (6.4 KM)
 DO9112'NORTH-NORTHEAST OF HOMELAND, 3.0 MI (4.8 KM) EAST-SOUTHEAST OF BARTOW,
 DO9112'IN SECTION 15, TOWNSHIP 30 SOUTH, RANGE 25 EAST.  ACCESS CAN BE
 DO9112'OBTAINED BY CALLING CLEAR SPRINGS, OR THE (SWFWMD) SOUTHWEST FLORIDA
 DO9112'WATER MANAGEMENT DISTRICT, CONTACT PERSON IS JIM OWENS A KEY IS
 DO9112'REQUIRED.
 DO9112'
 DO9112'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO9112'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE IN BARTOW, GO
 DO9112'SOUTH ON U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF CLEAR
 DO9112'SPRINGS ROAD ON THE LEFT.  TURN LEFT ON CLEAR SPRINGS ROAD AND GO EAST
 DO9112'FOR 0.55 MI (0.9 KM) TO THE DEAD END AND A LOCKED ENTRANCE GATE TO
 DO9112'CLEAR SPRINGS PROPERTY.  CONTINUE THROUGH THE GATE ON THE DIRT ROAD
 DO9112'FOR 0.1 MI (0.2 KM) TO A Y-JUNCTION, VEER TO THE RIGHT AND GO SOUTH
 DO9112'THEN EAST FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF A DIRT ROAD ON THE
 DO9112'RIGHT.  CONTINUE EAST ON THE DIRT ROAD FOR 0.1 MI (0.2 KM) TO A
 DO9112'CONCRETE BRIDGE.  CONTINUE EAST ON THE DIRT ROAD FOR 0.2 MI (0.3 KM)
 DO9112'TO THE JUNCTION OF KINCAID DAIRY ROAD ON THE LEFT.  TURN LEFT ON
 DO9112'KINCAID DAIRY ROAD AND GO NORTHERLY FOR 0.5 MI (0.8 KM) TO THE MARK ON
 DO9112'THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 14.7 FT (4.5
 DO9112'M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH (10
 DO9112'CM) PVC PIPE, THE MARK IS ABOUT 830.0 FT (253.0 M) WEST OF THE
 DO9112'APPROXIMATE CENTERLINE OF KINCAID DAIRY ROAD PROJECTING 2.6 FT (0.8 M)
 DO9112'ABOVE THE LEVEL OF THE GROUND AND ABOUT 10.0 FT (3.0 M) BELOW THE
 DO9112'LEVEL OF KINCAID DAIRY ROAD.
 DO9112'
 DO9112'LOCATED 32.7 FT (10.0 M) WEST-SOUTHWEST OF SURVEY MARK 700395 B, 15.4
 DO9112'FT (4.7 M) SOUTH-SOUTHWEST OF A WOODEN POST PROJECTING 8.5 FT (2.6 M)
 DO9112'2.0 FT (0.6 M) NORTHEAST OF THE NORTHEAST CORNER POST FOR A WATER
 DO9112'WATER MONITORING WELL AND 1.8 FT (0.5 M) NORTHEAST OF A CARSONITE
 DO9112'WITNESS POST.
 DO9112'
 DO9112'NOTE A MAGNET IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9111 ***********************************************************************
 DO9111  DESIGNATION -  700395 B
 DO9111  PID         -  DO9111
 DO9111  STATE/COUNTY-  FL/POLK
 DO9111  COUNTRY     -  US
 DO9111  USGS QUAD   -  HOMELAND (2018)
 DO9111
 DO9111                         *CURRENT SURVEY CONTROL
 DO9111  ______________________________________________________________________
 DO9111* NAD 83(1986) POSITION- 27 52 21.7    (N) 081 48 05.4    (W)   HD_HELD2
 DO9111* NAVD 88 ORTHO HEIGHT -    27.021 (meters)       88.65  (feet) ADJUSTED
 DO9111  ______________________________________________________________________
 DO9111  GEOID HEIGHT    -        -25.938 (meters)                     GEOID18
 DO9111  DYNAMIC HEIGHT  -         26.981 (meters)       88.52  (feet) COMP
 DO9111  MODELED GRAVITY -    979,166.7   (mgal)                       NAVD 88
 DO9111
 DO9111  VERT ORDER      -  FIRST     CLASS II
 DO9111
 DO9111.The horizontal coordinates were established by autonomous hand held GPS
 DO9111.observations and have an estimated accuracy of +/- 10 meters.
 DO9111
 DO9111.The orthometric height was determined by differential leveling and
 DO9111.adjusted by the NATIONAL GEODETIC SURVEY
 DO9111.in December 2013.
 DO9111
 DO9111.No vertical observational check was made to the station.
 DO9111
 DO9111.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9111.GEOID18 height accuracy estimate available here.
 DO9111
 DO9111.Click photographs - Photos may exist for this station.
 DO9111
 DO9111.The dynamic height is computed by dividing the NAVD 88
 DO9111.geopotential number by the normal gravity value computed on the
 DO9111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9111.degrees latitude (g = 980.6199 gals.).
 DO9111
 DO9111.The modeled gravity was interpolated from observed gravity values.
 DO9111
 DO9111;                    North         East    Units  Estimated Accuracy
 DO9111;SPC FL W     -   392,118.      219,547.      MT  (+/- 10 meters HH2 GPS)
 DO9111
 DO9111_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2110083358(NAD 83)
 DO9111
 DO9111                          SUPERSEDED SURVEY CONTROL
 DO9111
 DO9111.No superseded survey control is available for this station.
 DO9111
 DO9111_MARKER: DD = SURVEY DISK
 DO9111_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9111_STAMPING: 700395 B 2012
 DO9111_MARK LOGO: SWFWMD
 DO9111_PROJECTION: PROJECTING 76 CENTIMETERS
 DO9111_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9111_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9111+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 DO9111_ROD/PIPE-DEPTH: 11.1 meters
 DO9111
 DO9111  HISTORY     - Date     Condition        Report By
 DO9111  HISTORY     - 20120620 MONUMENTED       FLDEP
 DO9111
 DO9111                          STATION DESCRIPTION
 DO9111
 DO9111'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9111'THE MARK IS LOCATED ABOUT 5.3 MI (8.5 KM) WEST OF ALTURAS, 4.1 MI (6.6
 DO9111'KM) NORTH-NORTHEAST OF HOMELAND, 3.0 MI (4.8 KM) EAST-SOUTHEAST OF
 DO9111'BARTOW, IN SECTION 15, TOWNSHIP 30 SOUTH, RANGE 25 EAST.  ACCESS CAN
 DO9111'BE OBTAINED BY CALLING CLEAR SPRINGS, OR THE (SWFWMD) SOUTHWEST
 DO9111'FLORIDA WATER MANAGEMENT DISTRICT, CONTACT PERSON IS JIM OWENS A KEY
 DO9111'IS REQUIRED.
 DO9111'
 DO9111'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO9111'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE IN BARTOW, GO
 DO9111'SOUTH ON U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF CLEAR
 DO9111'SPRINGS ROAD ON THE LEFT.  TURN LEFT ON CLEAR SPRINGS ROAD AND GO EAST
 DO9111'FOR 0.55 MI (0.9 KM) TO THE DEAD END AND A LOCKED ENTRANCE GATE TO
 DO9111'CLEAR SPRINGS PROPERTY.  CONTINUE THROUGH THE GATE ON THE DIRT ROAD
 DO9111'FOR 0.1 MI (0.2 KM) TO A Y-JUNCTION, VEER TO THE RIGHT AND GO SOUTH
 DO9111'THEN EAST FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF A DIRT ROAD ON THE
 DO9111'RIGHT.  CONTINUE EAST ON THE DIRT ROAD FOR 0.1 MI (0.2 KM) TO A
 DO9111'CONCRETE BRIDGE.  CONTINUE EAST ON THE DIRT ROAD FOR 0.2 MI (0.3 KM)
 DO9111'TO THE JUNCTION OF KINCAID DAIRY ROAD ON THE LEFT.  TURN LEFT ON
 DO9111'KINCAID DAIRY ROAD AND GO NORTHERLY FOR 0.5 MI (0.8 KM) TO THE MARK ON
 DO9111'THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 36.5 FT
 DO9111'(11.1 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH
 DO9111'(10 CM) PVC PIPE, THE MARK IS ABOUT 830.0 FT (253.0 M) WEST OF THE
 DO9111'APPROXIMATE CENTERLINE OF KINCAID DAIRY ROAD PROJECTING 2.6 FT (0.8 M)
 DO9111'ABOVE THE LEVEL OF THE GROUND AND ABOUT 10.0 FT (3.0 M) BELOW THE
 DO9111'LEVEL OF KINCAID DAIRY ROAD.
 DO9111'
 DO9111'LOCATED 34.5 FT (10.5 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A
 DO9111'WOODEN PLAT FORM FOR A WATER MONITORING WELL 32.7 FT (10.0 M)
 DO9111'EAST-NORTHEAST OF SURVEY MARK 700395 A, 22.6 FT (6.9 M) EAST OF A
 DO9111'WOODEN POST PROJECTING 8.5 FT (2.6 M) ABOVE THE GROUND AND 1.9 FT (0.6
 DO9111'M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 DO9111'
 DO9111'NOTE A MAGNET IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9117 ***********************************************************************
 DO9117  DESIGNATION -  702863 A
 DO9117  PID         -  DO9117
 DO9117  STATE/COUNTY-  FL/POLK
 DO9117  COUNTRY     -  US
 DO9117  USGS QUAD   -  HOMELAND (2018)
 DO9117
 DO9117                         *CURRENT SURVEY CONTROL
 DO9117  ______________________________________________________________________
 DO9117* NAD 83(1986) POSITION- 27 50 37.7    (N) 081 48 13.3    (W)   HD_HELD2
 DO9117* NAVD 88 ORTHO HEIGHT -    27.274 (meters)       89.48  (feet) ADJUSTED
 DO9117  ______________________________________________________________________
 DO9117  GEOID HEIGHT    -        -25.835 (meters)                     GEOID18
 DO9117  DYNAMIC HEIGHT  -         27.234 (meters)       89.35  (feet) COMP
 DO9117  MODELED GRAVITY -    979,166.6   (mgal)                       NAVD 88
 DO9117
 DO9117  VERT ORDER      -  FIRST     CLASS II
 DO9117
 DO9117.The horizontal coordinates were established by autonomous hand held GPS
 DO9117.observations and have an estimated accuracy of +/- 10 meters.
 DO9117
 DO9117.The orthometric height was determined by differential leveling and
 DO9117.adjusted by the NATIONAL GEODETIC SURVEY
 DO9117.in December 2013.
 DO9117
 DO9117.No vertical observational check was made to the station.
 DO9117
 DO9117.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9117.GEOID18 height accuracy estimate available here.
 DO9117
 DO9117.Click photographs - Photos may exist for this station.
 DO9117
 DO9117.The dynamic height is computed by dividing the NAVD 88
 DO9117.geopotential number by the normal gravity value computed on the
 DO9117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9117.degrees latitude (g = 980.6199 gals.).
 DO9117
 DO9117.The modeled gravity was interpolated from observed gravity values.
 DO9117
 DO9117;                    North         East    Units  Estimated Accuracy
 DO9117;SPC FL W     -   388,916.      219,336.      MT  (+/- 10 meters HH2 GPS)
 DO9117
 DO9117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2086380159(NAD 83)
 DO9117
 DO9117                          SUPERSEDED SURVEY CONTROL
 DO9117
 DO9117.No superseded survey control is available for this station.
 DO9117
 DO9117_MARKER: DD = SURVEY DISK
 DO9117_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9117_STAMPING: 702863 A 2012
 DO9117_MARK LOGO: SWFWMD
 DO9117_PROJECTION: RECESSED 5 CENTIMETERS
 DO9117_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9117+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 DO9117_ROD/PIPE-DEPTH: 4.3 meters
 DO9117
 DO9117  HISTORY     - Date     Condition        Report By
 DO9117  HISTORY     - 20120620 MONUMENTED       FLDEP
 DO9117
 DO9117                          STATION DESCRIPTION
 DO9117
 DO9117'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9117'THE MARK IS ABOUT 5.7 MI (9.2 KM) WEST-SOUTHWEST OF ALTURAS, 4.3 MI
 DO9117'(6.9 KM) SOUTHEAST OF BARTOW, 2.2 MI (3.5 KM) NORTHEAST OF HOMELAND,
 DO9117'IN SECTION 27, TOWNSHIP 30 SOUTH, RANGE 25 EAST.  ACCESS CAN BE
 DO9117'OBTAINED BY CALLING CLEAR SPRINGS, OR THE (SWFWMD) SOUTHWEST FLORIDA
 DO9117'WATER MANAGEMENT DISTRICT, CONTACT PERSON IS JIM OWENS A KEY AND
 DO9117'COMBINATION ARE REQUIRED.
 DO9117'
 DO9117'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO9117'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE IN BARTOW, GO
 DO9117'SOUTH ON U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF CLEAR
 DO9117'SPRINGS ROAD ON THE LEFT.  TURN LEFT ON CLEAR SPRINGS ROAD AND GO EAST
 DO9117'FOR 0.55 MI (0.9 KM) TO THE DEAD END AND A LOCKED ENTRANCE GATE TO
 DO9117'CLEAR SPRINGS PROPERTY.  CONTINUE THROUGH THE GATE ON THE DIRT ROAD
 DO9117'FOR 0.1 MI (0.2 KM) TO A Y-JUNCTION, VEER TO THE RIGHT AND GO SOUTH
 DO9117'THEN EAST FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF A DIRT ROAD ON THE
 DO9117'RIGHT.  CONTINUE EAST ON THE DIRT ROAD FOR 0.1 MI (0.2 KM) TO A
 DO9117'CONCRETE BRIDGE.  CONTINUE EAST ON THE DIRT ROAD FOR 0.2 MI (0.3 KM)
 DO9117'TO THE JUNCTION OF KINCAID DAIRY ROAD ON THE LEFT.  CONTINUE EASTERLY
 DO9117'AND SOUTHERLY ON THE DIRT ROAD FOR 1.8 MI (2.9 KM) TO A GATE WITH A
 DO9117'COMBINATION LOCK.  CONTINUE THROUGH THE GATE FOR 0.4 MI (0.6 KM) TO
 DO9117'THE NEXT GATE ALSO WITH A COMBINATION LOCK.  CONTINUE SOUTHERLY FOR
 DO9117'0.4 MI (0.6 KM) TO THE END OF THE DIRT ROAD AND THE MARK, AN ALUMINUM
 DO9117'ROD DRIVEN TO REFUSAL AT A DEPTH OF 14.2 FT (4.3 M) WITH AN ALUMINUM
 DO9117'SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE,
 DO9117'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15
 DO9117'CM) ABOVE THE LEVEL OF THE DIRT ROAD.
 DO9117'
 DO9117'LOCATED 44.5 FT (13.6 M) SOUTH OF SURVEY MARK 702863 B, 13.8 FT (4.2
 DO9117'M) EAST OF A BARBED WIRE FENCE, 9.1 FT (2.8 M) NORTH OF A WATER
 DO9117'MONITORING WELL (SID 702863), 4.5 FT (1.4 M) NORTH OF THE NORTHWEST
 DO9117'CORNER OF A WOODEN PLATFORM AND 0.1 FT (3 CM) SOUTH OF A CARSONITE
 DO9117'WITNESS POST.
 DO9117'
 DO9117'NOTE A MAGNET IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9118 ***********************************************************************
 DO9118  DESIGNATION -  702863 B
 DO9118  PID         -  DO9118
 DO9118  STATE/COUNTY-  FL/POLK
 DO9118  COUNTRY     -  US
 DO9118  USGS QUAD   -  HOMELAND (2018)
 DO9118
 DO9118                         *CURRENT SURVEY CONTROL
 DO9118  ______________________________________________________________________
 DO9118* NAD 83(1986) POSITION- 27 50 38.5    (N) 081 48 14.0    (W)   HD_HELD2
 DO9118* NAVD 88 ORTHO HEIGHT -    27.428 (meters)       89.99  (feet) ADJUSTED
 DO9118  ______________________________________________________________________
 DO9118  GEOID HEIGHT    -        -25.836 (meters)                     GEOID18
 DO9118  DYNAMIC HEIGHT  -         27.387 (meters)       89.85  (feet) COMP
 DO9118  MODELED GRAVITY -    979,166.7   (mgal)                       NAVD 88
 DO9118
 DO9118  VERT ORDER      -  FIRST     CLASS II
 DO9118
 DO9118.The horizontal coordinates were established by autonomous hand held GPS
 DO9118.observations and have an estimated accuracy of +/- 10 meters.
 DO9118
 DO9118.The orthometric height was determined by differential leveling and
 DO9118.adjusted by the NATIONAL GEODETIC SURVEY
 DO9118.in December 2013.
 DO9118
 DO9118.No vertical observational check was made to the station.
 DO9118
 DO9118.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9118.GEOID18 height accuracy estimate available here.
 DO9118
 DO9118.Click photographs - Photos may exist for this station.
 DO9118
 DO9118.The dynamic height is computed by dividing the NAVD 88
 DO9118.geopotential number by the normal gravity value computed on the
 DO9118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9118.degrees latitude (g = 980.6199 gals.).
 DO9118
 DO9118.The modeled gravity was interpolated from observed gravity values.
 DO9118
 DO9118;                    North         East    Units  Estimated Accuracy
 DO9118;SPC FL W     -   388,941.      219,316.      MT  (+/- 10 meters HH2 GPS)
 DO9118
 DO9118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2084480184(NAD 83)
 DO9118
 DO9118                          SUPERSEDED SURVEY CONTROL
 DO9118
 DO9118.No superseded survey control is available for this station.
 DO9118
 DO9118_MARKER: DD = SURVEY DISK
 DO9118_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9118_STAMPING: 702863 B 2012
 DO9118_MARK LOGO: SWFWMD
 DO9118_PROJECTION: RECESSED 3 CENTIMETERS
 DO9118_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9118_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9118_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9118+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 DO9118_ROD/PIPE-DEPTH: 4.8 meters
 DO9118
 DO9118  HISTORY     - Date     Condition        Report By
 DO9118  HISTORY     - 20120620 MONUMENTED       FLDEP
 DO9118
 DO9118                          STATION DESCRIPTION
 DO9118
 DO9118'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9118'THE MARK IS ABOUT 5.7 MI (9.2 KM) WEST-SOUTHWEST OF ALTURAS, 4.3 MI
 DO9118'(6.9 KM) SOUTHEAST OF BARTOW, 2.2 MI (3.5 KM) NORTHEAST OF HOMELAND,
 DO9118'IN SECTION 27, TOWNSHIP 30 SOUTH, RANGE 25 EAST.  ACCESS CAN BE
 DO9118'OBTAINED BY CALLING CLEAR SPRINGS, OR THE (SWFWMD) SOUTHWEST FLORIDA
 DO9118'WATER MANAGEMENT DISTRICT, CONTACT PERSON IS JIM OWENS A KEY AND
 DO9118'COMBINATION ARE REQUIRED.
 DO9118'
 DO9118'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO9118'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE IN BARTOW, GO
 DO9118'SOUTH ON U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF CLEAR
 DO9118'SPRINGS ROAD ON THE LEFT.  TURN LEFT ON CLEAR SPRINGS ROAD AND GO EAST
 DO9118'FOR 0.55 MI (0.9 KM) TO THE DEAD END AND A LOCKED ENTRANCE GATE TO
 DO9118'CLEAR SPRINGS PROPERTY.  CONTINUE THROUGH THE GATE ON THE DIRT ROAD
 DO9118'FOR 0.1 MI (0.2 KM) TO A Y-JUNCTION, VEER TO THE RIGHT AND GO SOUTH
 DO9118'THEN EAST FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF A DIRT ROAD ON THE
 DO9118'RIGHT.  CONTINUE EAST ON THE DIRT ROAD FOR 0.1 MI (0.2 KM) TO A
 DO9118'CONCRETE BRIDGE.  CONTINUE EAST ON THE DIRT ROAD FOR 0.2 MI (0.3 KM)
 DO9118'TO THE JUNCTION OF KINCAID DAIRY ROAD ON THE LEFT.  CONTINUE EASTERLY
 DO9118'AND SOUTHERLY ON THE DIRT ROAD FOR 1.8 MI (2.9 KM) TO A GATE WITH A
 DO9118'COMBINATION LOCK.  CONTINUE THROUGH THE GATE FOR 0.4 MI (0.6 KM) TO
 DO9118'THE NEXT GATE ALSO WITH A COMBINATION LOCK.  CONTINUE SOUTHERLY FOR
 DO9118'0.4 MI (0.6 KM) TO THE END OF THE DIRT ROAD AND THE MARK, AN ALUMINUM
 DO9118'ROD DRIVEN TO REFUSAL AT A DEPTH OF 15.6 FT (4.8 M) WITH AN ALUMINUM
 DO9118'SWFWMD DISK ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE,
 DO9118'RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND 0.2 FT (6 CM)
 DO9118'BELOW THE LEVEL OF THE DIRT ROAD.
 DO9118'
 DO9118'LOCATED 52.7 FT (16.1 M) NORTH OF A WATER MONITORING WELL (SID
 DO9118'702863), 44.5 FT (13.6 M) NORTH OF SURVEY MARK 702863 A, 7.3 FT (2.2
 DO9118'M) WEST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD, 1.7 FT (0.5 M)
 DO9118'EAST OF THE BARBED WIRE FENCE AND 1.5 FT (0.5 M) EAST OF A CARSONITE
 DO9118'WITNESS POST.
 DO9118'
 DO9118'NOTE A MAGNET IS FACTORY INSTALL INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6665 ***********************************************************************
 DK6665  DESIGNATION -  7043
 DK6665  PID         -  DK6665
 DK6665  STATE/COUNTY-  FL/BREVARD
 DK6665  COUNTRY     -  US
 DK6665  USGS QUAD   -  TITUSVILLE (2018)
 DK6665
 DK6665                         *CURRENT SURVEY CONTROL
 DK6665  ______________________________________________________________________
 DK6665* NAD 83(1986) POSITION- 28 30 12.0    (N) 080 46 59.2    (W)   HD_HELD2
 DK6665* NAVD 88 ORTHO HEIGHT -     4.788 (meters)       15.71  (feet) ADJUSTED
 DK6665  ______________________________________________________________________
 DK6665  GEOID HEIGHT    -        -28.096 (meters)                     GEOID18
 DK6665  DYNAMIC HEIGHT  -          4.781 (meters)       15.69  (feet) COMP
 DK6665  MODELED GRAVITY -    979,219.9   (mgal)                       NAVD 88
 DK6665
 DK6665  VERT ORDER      -  FIRST     CLASS II
 DK6665
 DK6665.The horizontal coordinates were established by autonomous hand held GPS
 DK6665.observations and have an estimated accuracy of +/- 10 meters.
 DK6665
 DK6665.The orthometric height was determined by differential leveling and
 DK6665.adjusted by the NATIONAL GEODETIC SURVEY
 DK6665.in April 2009.
 DK6665
 DK6665.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6665.GEOID18 height accuracy estimate available here.
 DK6665
 DK6665.Click photographs - Photos may exist for this station.
 DK6665
 DK6665.The dynamic height is computed by dividing the NAVD 88
 DK6665.geopotential number by the normal gravity value computed on the
 DK6665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6665.degrees latitude (g = 980.6199 gals.).
 DK6665
 DK6665.The modeled gravity was interpolated from observed gravity values.
 DK6665
 DK6665;                    North         East    Units  Estimated Accuracy
 DK6665;SPC FL E     -   462,006.      221,232.      MT  (+/- 10 meters HH2 GPS)
 DK6665
 DK6665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2122552980(NAD 83)
 DK6665
 DK6665                          SUPERSEDED SURVEY CONTROL
 DK6665
 DK6665.No superseded survey control is available for this station.
 DK6665
 DK6665_MARKER: DD = SURVEY DISK
 DK6665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6665_STAMPING: 70-98-B BM 7043
 DK6665_MARK LOGO: FL-009
 DK6665_PROJECTION: RECESSED 5 CENTIMETERS
 DK6665_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6665+STABILITY: SURFACE MOTION
 DK6665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6665+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2020
 DK6665
 DK6665  HISTORY     - Date     Condition        Report By
 DK6665  HISTORY     - UNK      MONUMENTED       FL-009
 DK6665  HISTORY     - 20060402 GOOD             FLDEP
 DK6665  HISTORY     - 20201002 GOOD             GEOCAC
 DK6665
 DK6665                          STATION DESCRIPTION
 DK6665
 DK6665'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6665'THE MARK IS ABOUT 6.0 MI SOUTHEAST OF TITUSVILLE, 5.0 MI NORTH OF
 DK6665'SHARPES, 4.0 MI SOUTHEAST  OF INDIAN RIVER CITY, IN THE DELESPINE
 DK6665'GRANT, TOWNSHIP 23 SOUTH, RANGE 35 EAST.
 DK6665'
 DK6665'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 50 (CHENEY
 DK6665'HIGHWAY) AND U.S.  HIGHWAY 1 (WASHINGTON AVENUE) IN INDIAN RIVER CITY,
 DK6665'GO SOUTHERLY ON U.S. HIGHWAY 1 FOR  4.0 MI TO THE MARK ON THE LEFT,
 DK6665'SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.2 FT  BELOW THE LEVEL
 DK6665'OF THE GROUND AND ABOUT 0.5 FT BELOW THE LEVEL WITH U.S. HIGHWAY 1
 DK6665'NORTHBOUND LANES.
 DK6665'
 DK6665'LOCATED 58.0 FT EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF U.S.
 DK6665'HIGHWAY 1, 22.0 FT  SOUTHEAST OF POWER POLE NUMBER 474531217 WITH 3
 DK6665'TRANSFORMER ATTACHED, 13.3 FT  SOUTHEAST OF THE CENTER OF A MANHOLE
 DK6665'COVER AND 1.0 FT SOUTH OF A FLDT METAL WITNESS  POST.
 DK6665'
 DK6665'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DK6665'MONUMENT.
 DK6665
 DK6665                          STATION RECOVERY (2020)
 DK6665
 DK6665'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6665'THE MARK IS 1.7 FT (0.5 M) WEST OF A 6 FT (1.8 M) HIGH WOODEN BOARD
 DK6665'FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2035 ***********************************************************************
 DP2035  DESIGNATION -  704501 A
 DP2035  PID         -  DP2035
 DP2035  STATE/COUNTY-  FL/SUMTER
 DP2035  COUNTRY     -  US
 DP2035  USGS QUAD   -  WILDWOOD (2018)
 DP2035
 DP2035                         *CURRENT SURVEY CONTROL
 DP2035  ______________________________________________________________________
 DP2035* NAD 83(1986) POSITION- 28 49 48.2    (N) 082 00 05.6    (W)   HD_HELD2
 DP2035* NAVD 88 ORTHO HEIGHT -    18.400 (meters)       60.37  (feet) ADJUSTED
 DP2035  ______________________________________________________________________
 DP2035  GEOID HEIGHT    -        -27.398 (meters)                     GEOID18
 DP2035  DYNAMIC HEIGHT  -         18.374 (meters)       60.28  (feet) COMP
 DP2035  MODELED GRAVITY -    979,231.0   (mgal)                       NAVD 88
 DP2035
 DP2035  VERT ORDER      -  SECOND    CLASS I
 DP2035
 DP2035.The horizontal coordinates were established by autonomous hand held GPS
 DP2035.observations and have an estimated accuracy of +/- 10 meters.
 DP2035
 DP2035.The orthometric height was determined by differential leveling and
 DP2035.adjusted by the NATIONAL GEODETIC SURVEY
 DP2035.in November 2014.
 DP2035
 DP2035.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2035.GEOID18 height accuracy estimate available here.
 DP2035
 DP2035.Click photographs - Photos may exist for this station.
 DP2035
 DP2035.The dynamic height is computed by dividing the NAVD 88
 DP2035.geopotential number by the normal gravity value computed on the
 DP2035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2035.degrees latitude (g = 980.6199 gals.).
 DP2035
 DP2035.The modeled gravity was interpolated from observed gravity values.
 DP2035
 DP2035;                    North         East    Units  Estimated Accuracy
 DP2035;SPC FL W     -   498,195.      199,848.      MT  (+/- 10 meters HH2 GPS)
 DP2035
 DP2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0228689569(NAD 83)
 DP2035
 DP2035                          SUPERSEDED SURVEY CONTROL
 DP2035
 DP2035  NAVD 88 (03/19/14)   18.345  (m)           60.19   (f) SUPERSEDED  2 1
 DP2035
 DP2035.Superseded values are not recommended for survey control.
 DP2035
 DP2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2035.See file dsdata.pdf to determine how the superseded data were derived.
 DP2035
 DP2035_MARKER: DD = SURVEY DISK
 DP2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2035_STAMPING: 704501 A 2011
 DP2035_MARK LOGO: SWFWMD
 DP2035_PROJECTION: FLUSH
 DP2035_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2035+STABILITY: SURFACE MOTION
 DP2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2035+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2013
 DP2035
 DP2035  HISTORY     - Date     Condition        Report By
 DP2035  HISTORY     - 20111202 MONUMENTED       SWFWMD
 DP2035  HISTORY     - 20130702 GOOD             FLDEP
 DP2035
 DP2035                          STATION DESCRIPTION
 DP2035
 DP2035'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP2035'THE MARK IS ABOUT 7.6 MI (12.2 KM) WEST OF LEESBURG, 7.0 MI (11.3 KM)
 DP2035'SOUTH-SOUTHEAST OF OXFORD, 3.3 MI (5.3 KM) SOUTHEAST OF WILDWOOD, IN
 DP2035'SECTION 15, TOWNSHIP 19 SOUTH, RANGE 23 EAST.
 DP2035'
 DP2035'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DP2035'ROAD 44 IN WILDWOOD, GO EAST ON STATE ROAD 44 FOR 3.0 MI (4.8 KM) TO
 DP2035'THE INTERSECTION OF COUNTY ROAD 171.  TURN RIGHT ON COUNTY ROAD 171
 DP2035'AND GO SOUTHWEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF COUNTY ROAD
 DP2035'152 ON THE LEFT AND A CHAIN LINK FENCE GATE AHEAD, AFTER ENTERING THE
 DP2035'GATE CONTINUE SOUTHEAST AND SOUTH FOR 0.1 MI (0.2 KM) TO A COUNTY
 DP2035'PARK, A WELL SITE AND THE MARK, AN ALUMINUM DISK SET IN THE TOP OF A
 DP2035'12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 DP2035'LEVEL WITH THE DIRT ROAD.
 DP2035'
 DP2035'LOCATED 105.6 FT (32.2 M) SOUTH-SOUTHEAST OF A BARB WIRE FENCE CORNER
 DP2035'POST, 96.0 FT (29.3 M) SOUTHEAST OF A BARB WIRE FENCE, 64.3 FT (19.6
 DP2035'M) WEST OF A 34-INCH (86 CM) DIAMETER LIVE OAK TREE, 63.0 FT (19.2 M)
 DP2035'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE PARK ENTRANCE
 DP2035'ROAD, 59.3 FT (18.1 M) SOUTH OF A 40-INCH (102 CM) DIAMETER LIVE OAK
 DP2035'TREE, 57.3 FT (17.5 M) NORTH OF SURVEY MARK 704501 B AND 32.8 FT (10.0
 DP2035'M) NORTHWEST OF THE NORTHEASTERN MOST OF 3 WELLS.
 DP2035'
 DP2035'NOTE A GATE KEY CAN BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER
 DP2035'MANAGEMENT DISTRICT OR ENTER THROUGH LAKE OKAHUMKA PARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2036 ***********************************************************************
 DP2036  DESIGNATION -  704501 B
 DP2036  PID         -  DP2036
 DP2036  STATE/COUNTY-  FL/SUMTER
 DP2036  COUNTRY     -  US
 DP2036  USGS QUAD   -  WILDWOOD (2018)
 DP2036
 DP2036                         *CURRENT SURVEY CONTROL
 DP2036  ______________________________________________________________________
 DP2036* NAD 83(1986) POSITION- 28 49 47.6    (N) 082 00 05.5    (W)   HD_HELD2
 DP2036* NAVD 88 ORTHO HEIGHT -    18.419 (meters)       60.43  (feet) ADJUSTED
 DP2036  ______________________________________________________________________
 DP2036  GEOID HEIGHT    -        -27.398 (meters)                     GEOID18
 DP2036  DYNAMIC HEIGHT  -         18.392 (meters)       60.34  (feet) COMP
 DP2036  MODELED GRAVITY -    979,231.0   (mgal)                       NAVD 88
 DP2036
 DP2036  VERT ORDER      -  SECOND    CLASS I
 DP2036
 DP2036.The horizontal coordinates were established by autonomous hand held GPS
 DP2036.observations and have an estimated accuracy of +/- 10 meters.
 DP2036
 DP2036.The orthometric height was determined by differential leveling and
 DP2036.adjusted by the NATIONAL GEODETIC SURVEY
 DP2036.in November 2014.
 DP2036
 DP2036.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2036.GEOID18 height accuracy estimate available here.
 DP2036
 DP2036.Click photographs - Photos may exist for this station.
 DP2036
 DP2036.The dynamic height is computed by dividing the NAVD 88
 DP2036.geopotential number by the normal gravity value computed on the
 DP2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2036.degrees latitude (g = 980.6199 gals.).
 DP2036
 DP2036.The modeled gravity was interpolated from observed gravity values.
 DP2036
 DP2036;                    North         East    Units  Estimated Accuracy
 DP2036;SPC FL W     -   498,177.      199,851.      MT  (+/- 10 meters HH2 GPS)
 DP2036
 DP2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0228989550(NAD 83)
 DP2036
 DP2036                          SUPERSEDED SURVEY CONTROL
 DP2036
 DP2036  NAVD 88 (03/19/14)   18.364  (m)           60.25   (f) SUPERSEDED  2 1
 DP2036
 DP2036.Superseded values are not recommended for survey control.
 DP2036
 DP2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DP2036.See file dsdata.pdf to determine how the superseded data were derived.
 DP2036
 DP2036_MARKER: DD = SURVEY DISK
 DP2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2036_STAMPING: 704501 B 2011
 DP2036_MARK LOGO: SWFWMD
 DP2036_PROJECTION: FLUSH
 DP2036_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2036+STABILITY: SURFACE MOTION
 DP2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2036+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2013
 DP2036
 DP2036  HISTORY     - Date     Condition        Report By
 DP2036  HISTORY     - 20111202 MONUMENTED       SWFWMD
 DP2036  HISTORY     - 20130702 GOOD             FLDEP
 DP2036
 DP2036                          STATION DESCRIPTION
 DP2036
 DP2036'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP2036'THE MARK IS ABOUT 7.6 MI (12.2 KM) WEST OF LEESBURG, 7.0 MI (11.3 KM)
 DP2036'SOUTH-SOUTHEAST OF OXFORD, 3.3 MI (5.3 KM) SOUTHEAST OF WILDWOOD, IN
 DP2036'SECTION 15, TOWNSHIP 19 SOUTH, RANGE 23 EAST.
 DP2036'
 DP2036'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DP2036'ROAD 44 IN WILDWOOD, GO EAST ON STATE ROAD 44 FOR 3.0 MI (4.8 KM) TO
 DP2036'THE INTERSECTION OF COUNTY ROAD 171.  TURN RIGHT ON COUNTY ROAD 171
 DP2036'AND GO SOUTHWEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF COUNTY ROAD
 DP2036'152 ON THE LEFT AND A CHAIN LINK FENCE GATE AHEAD, AFTER ENTERING THE
 DP2036'GATE CONTINUE SOUTHEAST AND SOUTH FOR 0.1 MI (0.2 KM) TO A COUNTY
 DP2036'PARK, A WELL SITE AND THE MARK, AN ALUMINUM DISK SET IN THE TOP OF A
 DP2036'12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 DP2036'LEVEL WITH THE DIRT ROAD.
 DP2036'
 DP2036'LOCATED 100.6 FT (30.7 M) SOUTHWEST OF A 34-INCH (86 CM) DIAMETER LIVE
 DP2036'OAK TREE, 57.3 FT (17.5 M) SOUTH OF SURVEY MARK 704501 A, 21.2 FT (6.5
 DP2036'M) SOUTH-SOUTHEAST OF THE CENTER OF 3 WELLS AND 8.7 FT (2.7 M)
 DP2036'NORTH-NORTHWEST OF A HEDGEROW.
 DP2036'
 DP2036'NOTE A GATE KEY CAN BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER
 DP2036'MANAGEMENT DISTRICT OR ENTER THROUGH LAKE OKAHUMKA PARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9349 ***********************************************************************
 DO9349  DESIGNATION -  705389 B
 DO9349  PID         -  DO9349
 DO9349  STATE/COUNTY-  FL/POLK
 DO9349  COUNTRY     -  US
 DO9349  USGS QUAD   -  LAKELAND (2018)
 DO9349
 DO9349                         *CURRENT SURVEY CONTROL
 DO9349  ______________________________________________________________________
 DO9349* NAD 83(1986) POSITION- 28 02 02.4    (N) 081 54 42.8    (W)   HD_HELD2
 DO9349* NAVD 88 ORTHO HEIGHT -    46.847 (meters)      153.70  (feet) ADJUSTED
 DO9349  ______________________________________________________________________
 DO9349  GEOID HEIGHT    -        -26.238 (meters)                     GEOID18
 DO9349  DYNAMIC HEIGHT  -         46.778 (meters)      153.47  (feet) COMP
 DO9349  MODELED GRAVITY -    979,164.4   (mgal)                       NAVD 88
 DO9349
 DO9349  VERT ORDER      -  SECOND    CLASS I
 DO9349
 DO9349.The horizontal coordinates were established by autonomous hand held GPS
 DO9349.observations and have an estimated accuracy of +/- 10 meters.
 DO9349
 DO9349.The orthometric height was determined by differential leveling and
 DO9349.adjusted by the NATIONAL GEODETIC SURVEY
 DO9349.in January 2014.
 DO9349
 DO9349.No vertical observational check was made to the station.
 DO9349
 DO9349.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9349.GEOID18 height accuracy estimate available here.
 DO9349
 DO9349.Click photographs - Photos may exist for this station.
 DO9349
 DO9349.The dynamic height is computed by dividing the NAVD 88
 DO9349.geopotential number by the normal gravity value computed on the
 DO9349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9349.degrees latitude (g = 980.6199 gals.).
 DO9349
 DO9349.The modeled gravity was interpolated from observed gravity values.
 DO9349
 DO9349;                    North         East    Units  Estimated Accuracy
 DO9349;SPC FL W     -   409,980.      208,664.      MT  (+/- 10 meters HH2 GPS)
 DO9349
 DO9349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1036601303(NAD 83)
 DO9349
 DO9349                          SUPERSEDED SURVEY CONTROL
 DO9349
 DO9349.No superseded survey control is available for this station.
 DO9349
 DO9349_MARKER: DD = SURVEY DISK
 DO9349_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9349_STAMPING: 705389 B 2012
 DO9349_MARK LOGO: SWFWMD
 DO9349_PROJECTION: RECESSED 5 CENTIMETERS
 DO9349_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9349_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9349+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2012
 DO9349_ROD/PIPE-DEPTH: 16.1 meters
 DO9349
 DO9349  HISTORY     - Date     Condition        Report By
 DO9349  HISTORY     - 20120802 MONUMENTED       FLDEP
 DO9349
 DO9349                          STATION DESCRIPTION
 DO9349
 DO9349'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9349'THE MARK IS ABOUT 9.1 MI (14.6 KM) SOUTH-SOUTHEAST OF PROVIDENCE, 7.8
 DO9349'MI (12.6 KM) WEST-SOUTHWEST OF AUBURNDALE, 2.4 MI (3.9 KM) EAST OF
 DO9349'LAKELAND, IN SECTION 21, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9349'
 DO9349'TO REACH THE MARK FROM THE INTERSECTI0N OF U.S. HIGHWAY 92 AND SOUTH
 DO9349'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO SOUTH ON COMBEE ROAD FOR
 DO9349'1.0 MI (1.6 KM) TO THE JUNCTION OF MEADOW LANE ON THE RIGHT.  TURN
 DO9349'RIGHT ON MEADOW LANE AND GO WEST FOR 0.2 MI (0.3 KM) TO THE MARK ON
 DO9349'THE LEFT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 52.7
 DO9349'FT (16.1 M) ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6
 DO9349'CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) ABOVE THE LEVEL
 DO9349'OF GALVIN DRIVE.
 DO9349'
 DO9349'LOCATED 51.8 FT (15.8 M) EAST OF THE APPROXIMATE CENTERLINE OF GALVIN
 DO9349'DRIVE, 6.1 FT (1.9 M) WEST OF SURVEY MARK SID 705385 5.0 FT (1.5 M)
 DO9349'SOUTH OF THE CYCLONE FENCE, 2.6 FT (0.8 M) WEST OF THE WELL HEAD AND
 DO9349'1.2 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DO9349'
 DO9349'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5968 ***********************************************************************
 DP5968  DESIGNATION -  706107 A
 DP5968  PID         -  DP5968
 DP5968  STATE/COUNTY-  FL/SARASOTA
 DP5968  COUNTRY     -  US
 DP5968  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DP5968
 DP5968                         *CURRENT SURVEY CONTROL
 DP5968  ______________________________________________________________________
 DP5968* NAD 83(1986) POSITION- 27 11 09.0    (N) 082 21 18.0    (W)   HD_HELD2
 DP5968* NAVD 88 ORTHO HEIGHT -     3.607 (meters)       11.83  (feet) ADJUSTED
 DP5968  ______________________________________________________________________
 DP5968  GEOID HEIGHT    -        -24.184 (meters)                     GEOID18
 DP5968  DYNAMIC HEIGHT  -          3.601 (meters)       11.81  (feet) COMP
 DP5968  MODELED GRAVITY -    979,127.2   (mgal)                       NAVD 88
 DP5968
 DP5968  VERT ORDER      -  SECOND    CLASS I
 DP5968
 DP5968.The horizontal coordinates were established by autonomous hand held GPS
 DP5968.observations and have an estimated accuracy of +/- 10 meters.
 DP5968
 DP5968.The orthometric height was determined by differential leveling and
 DP5968.adjusted by the NATIONAL GEODETIC SURVEY
 DP5968.in March 2015.
 DP5968
 DP5968.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5968.GEOID18 height accuracy estimate available here.
 DP5968
 DP5968.Click photographs - Photos may exist for this station.
 DP5968
 DP5968.The dynamic height is computed by dividing the NAVD 88
 DP5968.geopotential number by the normal gravity value computed on the
 DP5968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5968.degrees latitude (g = 980.6199 gals.).
 DP5968
 DP5968.The modeled gravity was interpolated from observed gravity values.
 DP5968
 DP5968;                    North         East    Units  Estimated Accuracy
 DP5968;SPC FL W     -   316,044.      164,825.      MT  (+/- 10 meters HH2 GPS)
 DP5968
 DP5968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6577707743(NAD 83)
 DP5968
 DP5968                          SUPERSEDED SURVEY CONTROL
 DP5968
 DP5968.No superseded survey control is available for this station.
 DP5968
 DP5968_MARKER: DD = SURVEY DISK
 DP5968_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP5968+WITH SETTING: INFORMATION.
 DP5968_STAMPING: 706107 A 2014
 DP5968_MARK LOGO: SFLWMD
 DP5968_PROJECTION: RECESSED 10 CENTIMETERS
 DP5968_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP5968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5968_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5968+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2014
 DP5968_ROD/PIPE-DEPTH: 2.4 meters
 DP5968
 DP5968  HISTORY     - Date     Condition        Report By
 DP5968  HISTORY     - 20140827 MONUMENTED       FLDEP
 DP5968
 DP5968                          STATION DESCRIPTION
 DP5968
 DP5968'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP5968'THE MARK IS ABOUT 10.2 MI (16.4 KM) SOUTHEAST OF BEE RIDGE, 8.6 MI
 DP5968'(13.8 KM) NORTHEAST OF VENICE, 7.2 MI (11.6 KM) EAST-NORTHEAST OF
 DP5968'LAUREL, IN SECTION 12, TOWNSHIP 38 SOUTH, RANGE 19 EAST.
 DP5968'
 DP5968'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND THE
 DP5968'INTERSTATE 75 OVERPASS ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF SARASOTA,
 DP5968'GO EAST ON STATE ROAD 72 FOR 6.45 MI (10.4 KM) TO THE JUNCTION OF A
 DP5968'DIM ROAD (DOWNS ROAD) WITH A METAL GATE ENTRANCE ON THE RIGHT.  TURN
 DP5968'RIGHT ON THE DIM ROAD (DOWNS ROAD) AND GO SOUTH FOR 2.7 MI (4.3 KM) TO
 DP5968'THE JUNCTION OF A DIM ROAD ON THE RIGHT.  TURN RIGHT ON THE DIM ROAD
 DP5968'AND GO SOUTHWESTERLY FOR 0.55 MI (0.9 KM) TO THE T-JUNCTION OF A DIM
 DP5968'ROAD.  TURN LEFT ON THE DIM ROAD AND GO SOUTH FOR 1.05 MI (1.7 KM) TO
 DP5968'A DIM TRAIL WITH A METAL GATE ON THE LEFT.  TURN LEFT ON THE DIM
 DP5968'TRAIL, PASSING THROUGH THE GATE AND GO SOUTHEAST ABOUT 0.15 MI (0.2
 DP5968'KM) ON A DIM TRAIL THROUGH THE WOODS LEADING TO A STREAM GAUGE ON THE
 DP5968'MYAKKA RIVER AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP5968'DEPTH OF 8.0 FT (2.4 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP5968'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DP5968'RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 DP5968'THE DIM TRAIL.
 DP5968'
 DP5968'LOCATED ABOUT 300.0 FT (91.4 M) SOUTH-SOUTHEAST OF SURVEY MARK 706107
 DP5968'B, 58.3 FT (17.8 M) WEST OF A PVC WELL SHAFT, 23.4 FT (7.1 M)
 DP5968'WEST-SOUTHWEST OF A 30-INCH (76 CM) LIVE OAK TREE AND 1.2 FT (0.4 M)
 DP5968'NORTHWEST OF A CARSONITE WITNESS POST.
 DP5968'
 DP5968'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP5968'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5967 ***********************************************************************
 DP5967  DESIGNATION -  706107 B
 DP5967  PID         -  DP5967
 DP5967  STATE/COUNTY-  FL/SARASOTA
 DP5967  COUNTRY     -  US
 DP5967  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DP5967
 DP5967                         *CURRENT SURVEY CONTROL
 DP5967  ______________________________________________________________________
 DP5967* NAD 83(1986) POSITION- 27 11 11.9    (N) 082 21 18.3    (W)   HD_HELD2
 DP5967* NAVD 88 ORTHO HEIGHT -     3.329 (meters)       10.92  (feet) ADJUSTED
 DP5967  ______________________________________________________________________
 DP5967  GEOID HEIGHT    -        -24.186 (meters)                     GEOID18
 DP5967  DYNAMIC HEIGHT  -          3.324 (meters)       10.91  (feet) COMP
 DP5967  MODELED GRAVITY -    979,127.1   (mgal)                       NAVD 88
 DP5967
 DP5967  VERT ORDER      -  SECOND    CLASS I
 DP5967
 DP5967.The horizontal coordinates were established by autonomous hand held GPS
 DP5967.observations and have an estimated accuracy of +/- 10 meters.
 DP5967
 DP5967.The orthometric height was determined by differential leveling and
 DP5967.adjusted by the NATIONAL GEODETIC SURVEY
 DP5967.in March 2015.
 DP5967
 DP5967.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5967.GEOID18 height accuracy estimate available here.
 DP5967
 DP5967.Click photographs - Photos may exist for this station.
 DP5967
 DP5967.The dynamic height is computed by dividing the NAVD 88
 DP5967.geopotential number by the normal gravity value computed on the
 DP5967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5967.degrees latitude (g = 980.6199 gals.).
 DP5967
 DP5967.The modeled gravity was interpolated from observed gravity values.
 DP5967
 DP5967;                    North         East    Units  Estimated Accuracy
 DP5967;SPC FL W     -   316,133.      164,817.      MT  (+/- 10 meters HH2 GPS)
 DP5967
 DP5967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6577007832(NAD 83)
 DP5967
 DP5967                          SUPERSEDED SURVEY CONTROL
 DP5967
 DP5967.No superseded survey control is available for this station.
 DP5967
 DP5967_MARKER: DD = SURVEY DISK
 DP5967_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DP5967+WITH SETTING: INFORMATION.
 DP5967_STAMPING: 706107 B 2014
 DP5967_MARK LOGO: SFLWMD
 DP5967_PROJECTION: RECESSED 5 CENTIMETERS
 DP5967_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP5967_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP5967_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP5967+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2014
 DP5967_ROD/PIPE-DEPTH: 2.3 meters
 DP5967
 DP5967  HISTORY     - Date     Condition        Report By
 DP5967  HISTORY     - 20140827 MONUMENTED       FLDEP
 DP5967
 DP5967                          STATION DESCRIPTION
 DP5967
 DP5967'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP5967'THE MARK IS ABOUT 10.2 MI (16.4 KM) SOUTHEAST OF BEE RIDGE, 8.6 MI
 DP5967'(13.8 KM) NORTHEAST OF VENICE, 7.2 MI (11.6 KM) EAST-NORTHEAST OF
 DP5967'LAUREL, IN SECTION 12, TOWNSHIP 38 SOUTH, RANGE 19 EAST.
 DP5967'
 DP5967'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND THE
 DP5967'INTERSTATE 75 OVERPASS ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF SARASOTA,
 DP5967'GO EAST ON STATE ROAD 72 FOR 6.45 MI (10.4 KM) TO THE JUNCTION OF A
 DP5967'DIM ROAD (DOWNS ROAD) WITH A METAL GATE ENTRANCE ON THE RIGHT.  TURN
 DP5967'RIGHT ON THE DIM ROAD (DOWNS ROAD) AND GO SOUTH FOR 2.7 MI (4.3 KM) TO
 DP5967'THE JUNCTION OF A DIM ROAD ON THE RIGHT.  TURN RIGHT ON THE DIM ROAD
 DP5967'AND GO SOUTHWESTERLY FOR 0.55 MI (0.9 KM) TO THE T-JUNCTION OF A DIM
 DP5967'ROAD.  TURN LEFT ON THE DIM ROAD AND GO SOUTH FOR 1.05 MI (1.7 KM) TO
 DP5967'A DIM TRAIL WITH A METAL GATE ON THE LEFT.  TURN LEFT ON THE DIM
 DP5967'TRAIL, PASSING THROUGH THE GATE AND GO SOUTHEAST ABOUT 0.1 MI (0.2 KM)
 DP5967'ON A DIM TRAIL THROUGH THE WOODS LEADING TO A STREAM GAUGE ON THE
 DP5967'MYAKKA RIVER AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP5967'DEPTH OF 7.5 FT (2.3 M) WITH A SURVEY DISK SET ON THE TOP AND IN A
 DP5967'12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP,
 DP5967'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 DP5967'THE DIM TRAIL.
 DP5967'
 DP5967'LOCATED ABOUT 300.0 FT (91.4 M) NORTH-NORTHWEST OF SURVEY MARK 706107
 DP5967'A, 193.0 FT (58.8 M) WEST-SOUTHWEST OF A CONCRETE DAM ON THE MYAKKA
 DP5967'RIVER, 15.0 FT (4.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A DIM
 DP5967'ROAD, 10.5 FT (3.2 M) EAST OF A 10-INCH (25 CM) DIAMETER PALM TREE
 DP5967'WITH AN X-CUT AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
 DP5967'
 DP5967'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP5967'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO7569 ***********************************************************************
 DO7569  DESIGNATION -  707 89 02 8 01
 DO7569  PID         -  DO7569
 DO7569  STATE/COUNTY-  FL/MARTIN
 DO7569  COUNTRY     -  US
 DO7569  USGS QUAD   -  PALM CITY (2018)
 DO7569
 DO7569                         *CURRENT SURVEY CONTROL
 DO7569  ______________________________________________________________________
 DO7569* NAD 83(1986) POSITION- 27 12 56.9    (N) 080 15 26.5    (W)   HD_HELD2
 DO7569* NAVD 88 ORTHO HEIGHT -     1.877 (meters)        6.16  (feet) ADJUSTED
 DO7569  ______________________________________________________________________
 DO7569  GEOID HEIGHT    -        -27.516 (meters)                     GEOID18
 DO7569  DYNAMIC HEIGHT  -          1.874 (meters)        6.15  (feet) COMP
 DO7569  MODELED GRAVITY -    979,118.3   (mgal)                       NAVD 88
 DO7569
 DO7569  VERT ORDER      -  FIRST     CLASS II
 DO7569
 DO7569.The horizontal coordinates were established by autonomous hand held GPS
 DO7569.observations and have an estimated accuracy of +/- 10 meters.
 DO7569
 DO7569.The orthometric height was determined by differential leveling and
 DO7569.adjusted by the NATIONAL GEODETIC SURVEY
 DO7569.in September 2013.
 DO7569
 DO7569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO7569.GEOID18 height accuracy estimate available here.
 DO7569
 DO7569.Click photographs - Photos may exist for this station.
 DO7569
 DO7569.The dynamic height is computed by dividing the NAVD 88
 DO7569.geopotential number by the normal gravity value computed on the
 DO7569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO7569.degrees latitude (g = 980.6199 gals.).
 DO7569
 DO7569.The modeled gravity was interpolated from observed gravity values.
 DO7569
 DO7569;                    North         East    Units  Estimated Accuracy
 DO7569;SPC FL E     -   319,533.      273,566.      MT  (+/- 10 meters HH2 GPS)
 DO7569
 DO7569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7354110556(NAD 83)
 DO7569
 DO7569                          SUPERSEDED SURVEY CONTROL
 DO7569
 DO7569.No superseded survey control is available for this station.
 DO7569
 DO7569_MARKER: DD = SURVEY DISK
 DO7569_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DO7569_STAMPING: BM 707/89/02/8/01
 DO7569_MARK LOGO: FLDT
 DO7569_PROJECTION: FLUSH
 DO7569_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO7569_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO7569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO7569+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2011
 DO7569
 DO7569  HISTORY     - Date     Condition        Report By
 DO7569  HISTORY     - 20110914 MONUMENTED       FLDT
 DO7569  HISTORY     - 20230309 MARK NOT FOUND   GEOCAC
 DO7569
 DO7569                          STATION DESCRIPTION
 DO7569
 DO7569'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 2011
 DO7569'THE MARK IS ABOUT 8.6 MI (13.8 KM) SOUTH OF ANKONA, 4.3 MI (6.9 KM)
 DO7569'SOUTH-SOUTHWEST OF EDEN, 3.4 MI (5.5 KM) NORTH OF PALM CITY, IN
 DO7569'SECTION 32, TOWNSHIP 37 SOUTH, RANGE 41 EAST.
 DO7569'
 DO7569'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (NW FEDERAL
 DO7569'HIGHWAY) AND NORTHWEST JENSEN BEACH BOULEVARD IN PORT ST. LUCIE, GO
 DO7569'SOUTH ON U.S. HIGHWAY 1 (NORTHWEST FEDERAL HIGHWAY) FOR 2.5 MI (4.0
 DO7569'KM) TO THE INTERSECTION OF NORTHWEST WRIGHT BOULEVARD ON THE LEFT AND
 DO7569'NORTHWEST FORK ROAD ON THE RIGHT.  TURN LEFT ON NORTHWEST WRIGHT
 DO7569'BOULEVARD AND GO EAST FOR 0.2 MI (0.3 KM) TO THE T-JUNCTION OF
 DO7569'NORTHWEST DIXIE HIGHWAY AND THE MARK A PREFABRICATED CONCRETE POST
 DO7569'FLUSH WITH THE GROUND AND 2.0 FT (0.6 M) ABOVE THE LEVEL OF NORTHWEST
 DO7569'DIXIE HIGHWAY.
 DO7569'
 DO7569'LOCATED 117.8 FT (35.9 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 DO7569'BUILDING (ST.  LUCIE SHORE OFFICE CENTER 340 ALICE AVE), 51.0 FT (15.5
 DO7569'M) EAST OF THE APPROXIMATE CENTERLINE OF DIXIE HIGHWAY, 50.9 FT (15.5
 DO7569'M) NORTH-NORTHEAST OF A TRAFFIC SIGNAL POLE, 28.0 FT (8.5 M) WEST OF
 DO7569'THE WEST RAIL OF THE RAILROAD TRACK AND 0.7 FT (21 CM) WEST OF A
 DO7569'CARSONITE WITNESS POST.
 DO7569
 DO7569                          STATION RECOVERY (2023)
 DO7569
 DO7569'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DO7569'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9215 ***********************************************************************
 DO9215  DESIGNATION -  709372
 DO9215  PID         -  DO9215
 DO9215  STATE/COUNTY-  FL/POLK
 DO9215  COUNTRY     -  US
 DO9215  USGS QUAD   -  BAIRD (2018)
 DO9215
 DO9215                         *CURRENT SURVEY CONTROL
 DO9215  ______________________________________________________________________
 DO9215* NAD 83(1986) POSITION- 27 41 00.2    (N) 081 57 20.1    (W)   HD_HELD2
 DO9215* NAVD 88 ORTHO HEIGHT -    41.213 (meters)      135.21  (feet) ADJUSTED
 DO9215  ______________________________________________________________________
 DO9215  GEOID HEIGHT    -        -25.218 (meters)                     GEOID18
 DO9215  DYNAMIC HEIGHT  -         41.151 (meters)      135.01  (feet) COMP
 DO9215  MODELED GRAVITY -    979,151.8   (mgal)                       NAVD 88
 DO9215
 DO9215  VERT ORDER      -  FIRST     CLASS II
 DO9215
 DO9215.The horizontal coordinates were established by autonomous hand held GPS
 DO9215.observations and have an estimated accuracy of +/- 10 meters.
 DO9215
 DO9215.The orthometric height was determined by differential leveling and
 DO9215.adjusted by the NATIONAL GEODETIC SURVEY
 DO9215.in December 2013.
 DO9215
 DO9215.No vertical observational check was made to the station.
 DO9215
 DO9215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9215.GEOID18 height accuracy estimate available here.
 DO9215
 DO9215.Click photographs - Photos may exist for this station.
 DO9215
 DO9215.The dynamic height is computed by dividing the NAVD 88
 DO9215.geopotential number by the normal gravity value computed on the
 DO9215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9215.degrees latitude (g = 980.6199 gals.).
 DO9215
 DO9215.The modeled gravity was interpolated from observed gravity values.
 DO9215
 DO9215;                    North         East    Units  Estimated Accuracy
 DO9215;SPC FL W     -   371,126.      204,381.      MT  (+/- 10 meters HH2 GPS)
 DO9215
 DO9215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0576862495(NAD 83)
 DO9215
 DO9215                          SUPERSEDED SURVEY CONTROL
 DO9215
 DO9215.No superseded survey control is available for this station.
 DO9215
 DO9215_MARKER: DD = SURVEY DISK
 DO9215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9215_STAMPING: 709372 2008
 DO9215_MARK LOGO: SWFWMD
 DO9215_PROJECTION: PROJECTING 13 CENTIMETERS
 DO9215_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9215+STABILITY: SURFACE MOTION
 DO9215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9215+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2013
 DO9215
 DO9215  HISTORY     - Date     Condition        Report By
 DO9215  HISTORY     - 2008     MONUMENTED       SWFWMD
 DO9215  HISTORY     - 20130130 GOOD             FLDEP
 DO9215
 DO9215                          STATION DESCRIPTION
 DO9215
 DO9215'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9215'THE MARK IS ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHEAST OF BRADLEY
 DO9215'JUNCTION, 5.0 MI (8.0 KM) NORTH OF FORT GREEN, IN BAIRD, IN SECTION
 DO9215'19, TOWNSHIP 32 SOUTH, RANGE 24 EAST.
 DO9215'
 DO9215'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 37 AND COUNTY ROAD
 DO9215'630 ABOUT 12.4 MI (20.0 KM) WEST OF FORT MEADE, GO EAST ON COUNTY ROAD
 DO9215'630 FOR 1.45 MI (2.3 KM) TO THE INTERSECTION OF FORT GREEN ROAD ON THE
 DO9215'RIGHT AND OLD HIGHWAY 37 ON THE LEFT.  TURN RIGHT ON FORT GREEN ROAD
 DO9215'AND GO SOUTH FOR 3.35 MI (5.4 KM) TO THE JUNCTION OF MILLS ROAD ON THE
 DO9215'LEFT.  CONTINUE SOUTH ON FORT GREEN ROAD FOR 1.05 MI (1.7 KM) TO THE
 DO9215'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DO9215'PROJECTING 0.5 FT (15 CM) ABOVE THE LEVEL OF THE GROUND AND 0.5 FT (15
 DO9215'CM) ABOVE THE LEVEL OF FORT GREEN ROAD.
 DO9215'
 DO9215'LOCATED 65.7 FT (20.0 M) NORTH OF SURVEY MARK 709372 A, 30.8 FT (9.4
 DO9215'M) WEST OF THE APPROXIMATE CENTERLINE OF FORT GREEN ROAD, 20.4 FT (6.2
 DO9215'M) WEST OF THE EDGE OF THE PAVEMENT, 4.5 FT (1.4 M) NORTH OF WATER
 DO9215'MONITORING WELL 709372 AND 0.9 FT (27 CM) EAST OF A CARSONITE WITNESS
 DO9215'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9216 ***********************************************************************
 DO9216  DESIGNATION -  709372 A
 DO9216  PID         -  DO9216
 DO9216  STATE/COUNTY-  FL/POLK
 DO9216  COUNTRY     -  US
 DO9216  USGS QUAD   -  BAIRD (2018)
 DO9216
 DO9216                         *CURRENT SURVEY CONTROL
 DO9216  ______________________________________________________________________
 DO9216* NAD 83(1986) POSITION- 27 40 59.5    (N) 081 57 20.2    (W)   HD_HELD2
 DO9216* NAVD 88 ORTHO HEIGHT -    41.354 (meters)      135.68  (feet) ADJUSTED
 DO9216  ______________________________________________________________________
 DO9216  GEOID HEIGHT    -        -25.218 (meters)                     GEOID18
 DO9216  DYNAMIC HEIGHT  -         41.293 (meters)      135.48  (feet) COMP
 DO9216  MODELED GRAVITY -    979,151.8   (mgal)                       NAVD 88
 DO9216
 DO9216  VERT ORDER      -  FIRST     CLASS II
 DO9216
 DO9216.The horizontal coordinates were established by autonomous hand held GPS
 DO9216.observations and have an estimated accuracy of +/- 10 meters.
 DO9216
 DO9216.The orthometric height was determined by differential leveling and
 DO9216.adjusted by the NATIONAL GEODETIC SURVEY
 DO9216.in December 2013.
 DO9216
 DO9216.No vertical observational check was made to the station.
 DO9216
 DO9216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9216.GEOID18 height accuracy estimate available here.
 DO9216
 DO9216.Click photographs - Photos may exist for this station.
 DO9216
 DO9216.The dynamic height is computed by dividing the NAVD 88
 DO9216.geopotential number by the normal gravity value computed on the
 DO9216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9216.degrees latitude (g = 980.6199 gals.).
 DO9216
 DO9216.The modeled gravity was interpolated from observed gravity values.
 DO9216
 DO9216;                    North         East    Units  Estimated Accuracy
 DO9216;SPC FL W     -   371,104.      204,379.      MT  (+/- 10 meters HH2 GPS)
 DO9216
 DO9216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0576662474(NAD 83)
 DO9216
 DO9216                          SUPERSEDED SURVEY CONTROL
 DO9216
 DO9216.No superseded survey control is available for this station.
 DO9216
 DO9216_MARKER: DD = SURVEY DISK
 DO9216_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9216_STAMPING: 709372 A 2013
 DO9216_MARK LOGO: SWFWMD
 DO9216_PROJECTION: FLUSH
 DO9216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9216+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2013
 DO9216_ROD/PIPE-DEPTH: 4.9 meters
 DO9216
 DO9216  HISTORY     - Date     Condition        Report By
 DO9216  HISTORY     - 20130131 MONUMENTED       FLDEP
 DO9216
 DO9216                          STATION DESCRIPTION
 DO9216
 DO9216'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9216'THE MARK IS ABOUT 7.8 MI (12.6 KM) SOUTH OF BRADLEY JUNCTION, 4.9 MI
 DO9216'(7.9 KM) NORTH OF FORT GREEN, IN BAIRD, IN SECTION 19, TOWNSHIP 32
 DO9216'SOUTH, RANGE 24 EAST.
 DO9216'
 DO9216'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 37 AND COUNTY ROAD
 DO9216'630 ABOUT 12.4 MI (20.0 KM) WEST OF FORT MEADE, GO EAST ON COUNTY ROAD
 DO9216'630 FOR 1.45 MI (2.3 KM) TO THE INTERSECTION OF FORT GREEN ROAD ON THE
 DO9216'RIGHT AND OLD HIGHWAY 37 ON THE LEFT.  TURN RIGHT ON FORT GREEN ROAD
 DO9216'AND GO SOUTH FOR 3.35 MI (5.4 KM) TO THE JUNCTION OF MILLS ROAD ON THE
 DO9216'LEFT.  CONTINUE SOUTH ON FORT GREEN ROAD FOR 1.05 MI (1.7 KM) TO THE
 DO9216'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO9216'16.0 FT (4.9 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH
 DO9216'(10 CM) PVC PIPE, FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) ABOVE THE
 DO9216'LEVEL OF FORT GREEN ROAD.
 DO9216'
 DO9216'LOCATED 65.7 FT (20.0 M) SOUTH OF SURVEY MARK 709372, 61.4 FT (18.7 M)
 DO9216'SOUTH OF WATER MONITORING WELL 709372, 43.4 FT (13.2 M) WEST OF THE
 DO9216'APPROXIMATE CENTERLINE OF FORT GREEN ROAD, 33.3 FT (10.1 M) WEST OF
 DO9216'THE EDGE OF THE PAVEMENT AND 1.3 FT (0.4 M) EAST OF A CARSONITE
 DO9216'WITNESS POST.
 DO9216'
 DO9216'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9216'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9191 ***********************************************************************
 DO9191  DESIGNATION -  709373
 DO9191  PID         -  DO9191
 DO9191  STATE/COUNTY-  FL/POLK
 DO9191  COUNTRY     -  US
 DO9191  USGS QUAD   -  ALTURAS (2018)
 DO9191
 DO9191                         *CURRENT SURVEY CONTROL
 DO9191  ______________________________________________________________________
 DO9191* NAD 83(1986) POSITION- 27 50 20.4    (N) 081 38 34.5    (W)   HD_HELD2
 DO9191* NAVD 88 ORTHO HEIGHT -    40.824 (meters)      133.94  (feet) ADJUSTED
 DO9191  ______________________________________________________________________
 DO9191  GEOID HEIGHT    -        -26.201 (meters)                     GEOID18
 DO9191  DYNAMIC HEIGHT  -         40.763 (meters)      133.74  (feet) COMP
 DO9191  MODELED GRAVITY -    979,153.2   (mgal)                       NAVD 88
 DO9191
 DO9191  VERT ORDER      -  FIRST     CLASS II
 DO9191
 DO9191.The horizontal coordinates were established by autonomous hand held GPS
 DO9191.observations and have an estimated accuracy of +/- 10 meters.
 DO9191
 DO9191.The orthometric height was determined by differential leveling and
 DO9191.adjusted by the NATIONAL GEODETIC SURVEY
 DO9191.in December 2013.
 DO9191
 DO9191.No vertical observational check was made to the station.
 DO9191
 DO9191.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9191.GEOID18 height accuracy estimate available here.
 DO9191
 DO9191.Click photographs - Photos may exist for this station.
 DO9191
 DO9191.The dynamic height is computed by dividing the NAVD 88
 DO9191.geopotential number by the normal gravity value computed on the
 DO9191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9191.degrees latitude (g = 980.6199 gals.).
 DO9191
 DO9191.The modeled gravity was interpolated from observed gravity values.
 DO9191
 DO9191;                    North         East    Units  Estimated Accuracy
 DO9191;SPC FL W     -   388,419.      235,174.      MT  (+/- 10 meters HH2 GPS)
 DO9191
 DO9191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3669279533(NAD 83)
 DO9191
 DO9191                          SUPERSEDED SURVEY CONTROL
 DO9191
 DO9191.No superseded survey control is available for this station.
 DO9191
 DO9191_MARKER: DD = SURVEY DISK
 DO9191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9191_STAMPING: 709373 2008
 DO9191_MARK LOGO: SWFWMD
 DO9191_PROJECTION: RECESSED 8 CENTIMETERS
 DO9191_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9191+STABILITY: SURFACE MOTION
 DO9191_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9191+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2013
 DO9191
 DO9191  HISTORY     - Date     Condition        Report By
 DO9191  HISTORY     - 2008     MONUMENTED       SWFWMD
 DO9191  HISTORY     - 20130302 GOOD             FLDEP
 DO9191
 DO9191                          STATION DESCRIPTION
 DO9191
 DO9191'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9191'THE MARK IS ABOUT 7.4 MI (11.9 KM) WEST OF BABSON PARK, 5.5 MI (8.8
 DO9191'KM) SOUTHWEST OF LAKE WALES, 5.0 MI (8.0 KM) EAST-SOUTHEAST OF
 DO9191'ALTURAS, IN SECTION 29, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO9191'
 DO9191'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 OVERPASS
 DO9191'AND U.S. HIGHWAY 27 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.9
 DO9191'MI (6.3 KM) TO THE INTERSECTION OF COUNTY ROAD 640 (ALTURAS BABSON
 DO9191'PARK CUTOFF ROAD).  TURN RIGHT ON COUNTY ROAD 640 (ALTURAS BABSON PARK
 DO9191'CUTOFF ROAD) AND GO WEST FOR 3.5 MI (5.6 KM) TO THE JUNCTION OF LAKE
 DO9191'BUFFUM ROAD EAST ON THE LEFT AND THE MARK ON THE RIGHT, SET IN THE TOP
 DO9191'OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF
 DO9191'THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD 640
 DO9191'(ALTURAS BABSON PARK CUTOFF ROAD).    LOCATED 58.0 FT (17.7 M) NORTH
 DO9191'OF SURVEY MARK 709373 A, 51.4 FT (15.7 M) SOUTH OF POWER POLE NUMBER
 DO9191'6-54559 WITH 2 GUIDE WIRES ATTACHED, 21.0 FT (6.4 M) NORTH OF THE
 DO9191'APPROXIMATE CENTERLINE OF ALTARS BARB CUT OFF ROAD, 7.6 FT (2.3 M)
 DO9191'SOUTH OF THE HOG WIRE FENCE, 5.3 FT (1.6 M) EAST OF WATER MONITORING
 DO9191'WELL 709373 AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9192 ***********************************************************************
 DO9192  DESIGNATION -  709373 A
 DO9192  PID         -  DO9192
 DO9192  STATE/COUNTY-  FL/POLK
 DO9192  COUNTRY     -  US
 DO9192  USGS QUAD   -  ALTURAS (2018)
 DO9192
 DO9192                         *CURRENT SURVEY CONTROL
 DO9192  ______________________________________________________________________
 DO9192* NAD 83(1986) POSITION- 27 50 19.9    (N) 081 38 34.3    (W)   HD_HELD2
 DO9192* NAVD 88 ORTHO HEIGHT -    40.579 (meters)      133.13  (feet) ADJUSTED
 DO9192  ______________________________________________________________________
 DO9192  GEOID HEIGHT    -        -26.201 (meters)                     GEOID18
 DO9192  DYNAMIC HEIGHT  -         40.518 (meters)      132.93  (feet) COMP
 DO9192  MODELED GRAVITY -    979,153.2   (mgal)                       NAVD 88
 DO9192
 DO9192  VERT ORDER      -  FIRST     CLASS II
 DO9192
 DO9192.The horizontal coordinates were established by autonomous hand held GPS
 DO9192.observations and have an estimated accuracy of +/- 10 meters.
 DO9192
 DO9192.The orthometric height was determined by differential leveling and
 DO9192.adjusted by the NATIONAL GEODETIC SURVEY
 DO9192.in December 2013.
 DO9192
 DO9192.No vertical observational check was made to the station.
 DO9192
 DO9192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9192.GEOID18 height accuracy estimate available here.
 DO9192
 DO9192.Click photographs - Photos may exist for this station.
 DO9192
 DO9192.The dynamic height is computed by dividing the NAVD 88
 DO9192.geopotential number by the normal gravity value computed on the
 DO9192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9192.degrees latitude (g = 980.6199 gals.).
 DO9192
 DO9192.The modeled gravity was interpolated from observed gravity values.
 DO9192
 DO9192;                    North         East    Units  Estimated Accuracy
 DO9192;SPC FL W     -   388,404.      235,179.      MT  (+/- 10 meters HH2 GPS)
 DO9192
 DO9192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3669779518(NAD 83)
 DO9192
 DO9192                          SUPERSEDED SURVEY CONTROL
 DO9192
 DO9192.No superseded survey control is available for this station.
 DO9192
 DO9192_MARKER: F = FLANGE-ENCASED ROD
 DO9192_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9192_STAMPING: 709373 A 2013
 DO9192_MARK LOGO: SWFWMD
 DO9192_PROJECTION: RECESSED 8 CENTIMETERS
 DO9192_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9192+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2013
 DO9192_ROD/PIPE-DEPTH: 7.2 meters
 DO9192
 DO9192  HISTORY     - Date     Condition        Report By
 DO9192  HISTORY     - 20130302 MONUMENTED       FLDEP
 DO9192
 DO9192                          STATION DESCRIPTION
 DO9192
 DO9192'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9192'THE MARK IS ABOUT 7.4 MI (11.9 KM) WEST OF BABSON PARK, 5.5 MI (8.8
 DO9192'KM) SOUTHWEST OF LAKE WALES, 5.0 MI (8.0 KM) EAST-SOUTHEAST OF
 DO9192'ALTURAS, IN SECTION 29, TOWNSHIP 30 SOUTH, RANGE 27 EAST.
 DO9192'
 DO9192'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 OVERPASS
 DO9192'AND U.S. HIGHWAY 27 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.9
 DO9192'MI (6.3 KM) TO THE INTERSECTION OF COUNTY ROAD 640 (ALTURAS BABSON
 DO9192'PARK CUTOFF ROAD).  TURN RIGHT ON COUNTY ROAD 640 (ALTURAS BABSON PARK
 DO9192'CUTOFF ROAD) AND GO WEST FOR 3.5 MI (5.6 KM) TO THE JUNCTION OF LAKE
 DO9192'BUFFUM ROAD EAST ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DO9192'DRIVEN TO REFUSAL AT A DEPTH OF 23.6 FT (7.2 M) WITH AN ALUMINUM DISK
 DO9192'ATTACHED AND INCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.3 FT (9
 DO9192'CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL
 DO9192'OF COUNTY ROAD 640 (ALTURAS BABSON PARK CUTOFF ROAD).
 DO9192'
 DO9192'LOCATED 56.5 FT (17.2 M) SOUTH-SOUTHEAST OF WATER MONITORING WELL
 DO9192'709373, 55.0 FT (16.8 M) SOUTH OF SURVEY MARK 709373, 36.7 FT (11.2 M)
 DO9192'WEST OF A POWER POLE, 34.0 FT (10.4 M) SOUTH OF THE APPROXIMATE
 DO9192'CENTERLINE OF COUNTY ROAD 640 (ALTURAS BABSON PARK CUTOFF ROAD) AND
 DO9192'1.4 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DO9192'
 DO9192'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9192'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0895 ***********************************************************************
 DP0895  DESIGNATION -  709374 A
 DP0895  PID         -  DP0895
 DP0895  STATE/COUNTY-  FL/POLK
 DP0895  COUNTRY     -  US
 DP0895  USGS QUAD   -  BARTOW (2018)
 DP0895
 DP0895                         *CURRENT SURVEY CONTROL
 DP0895  ______________________________________________________________________
 DP0895* NAD 83(1986) POSITION- 27 55 53.7    (N) 081 51 18.1    (W)   HD_HELD2
 DP0895* NAVD 88 ORTHO HEIGHT -    32.694 (meters)      107.26  (feet) ADJUSTED
 DP0895  ______________________________________________________________________
 DP0895  GEOID HEIGHT    -        -26.012 (meters)                     GEOID18
 DP0895  DYNAMIC HEIGHT  -         32.646 (meters)      107.11  (feet) COMP
 DP0895  MODELED GRAVITY -    979,167.9   (mgal)                       NAVD 88
 DP0895
 DP0895  VERT ORDER      -  SECOND    CLASS I
 DP0895
 DP0895.The horizontal coordinates were established by autonomous hand held GPS
 DP0895.observations and have an estimated accuracy of +/- 10 meters.
 DP0895
 DP0895.The orthometric height was determined by differential leveling and
 DP0895.adjusted by the NATIONAL GEODETIC SURVEY
 DP0895.in January 2014.
 DP0895
 DP0895.No vertical observational check was made to the station.
 DP0895
 DP0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0895.GEOID18 height accuracy estimate available here.
 DP0895
 DP0895.Click photographs - Photos may exist for this station.
 DP0895
 DP0895.The dynamic height is computed by dividing the NAVD 88
 DP0895.geopotential number by the normal gravity value computed on the
 DP0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0895.degrees latitude (g = 980.6199 gals.).
 DP0895
 DP0895.The modeled gravity was interpolated from observed gravity values.
 DP0895
 DP0895;                    North         East    Units  Estimated Accuracy
 DP0895;SPC FL W     -   398,636.      214,268.      MT  (+/- 10 meters HH2 GPS)
 DP0895
 DP0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1587689917(NAD 83)
 DP0895
 DP0895                          SUPERSEDED SURVEY CONTROL
 DP0895
 DP0895.No superseded survey control is available for this station.
 DP0895
 DP0895_MARKER: DD = SURVEY DISK
 DP0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0895_STAMPING: SID 709374 A 2008
 DP0895_MARK LOGO: SWFWMD
 DP0895_PROJECTION: FLUSH
 DP0895_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0895+STABILITY: SURFACE MOTION
 DP0895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0895+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2013
 DP0895
 DP0895  HISTORY     - Date     Condition        Report By
 DP0895  HISTORY     - 20080919 MONUMENTED       SWFWMD
 DP0895  HISTORY     - 20130325 GOOD             FLDEP
 DP0895
 DP0895                          STATION DESCRIPTION
 DP0895
 DP0895'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0895'THE MARK IS ABOUT 8.1 MI (13.0 KM) NORTH-NORTHWEST OF HOMELAND, 7.7 MI
 DP0895'(12.4 KM) EAST-NORTHEAST OF MULBERRY, 2.5 MI (4.0 KM) NORTH-NORTHWEST
 DP0895'OF BARTOW, IN SECTION 30, TOWNSHIP 29 SOUTH, RANGE 25 EAST.
 DP0895'
 DP0895'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BARTOW
 DP0895'ROAD) AND COUNTY ROAD 540 (CLUBHOUSE ROAD) IN HIGHLAND CITY, GO
 DP0895'SOUTHEAST ON U.S. HIGHWAY 98 (BARTOW ROAD) FOR 2.9 MI (4.7 KM) TO A
 DP0895'HIGH VOLTAGE POWER LINE CROSSING, A PASTURE GATE ON THE LEFT AND THE
 DP0895'MARK ON THE LEFT, AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH (30 CM)
 DP0895'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE FORT
 DP0895'FRASER BIKE TRAIL.
 DP0895'
 DP0895'LOCATED 134.5 FT (41.0 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DP0895'OF U.S. HIGHWAY 98 (BARTOW ROAD) NORTHBOUND LANES, 49.3 FT (15.0 M)
 DP0895'SOUTH OF METAL POWER POLE NUMBER 173400, 30.0 FT (9.1 M)
 DP0895'NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 27.8 FT
 DP0895'(8.5 M) WEST-SOUTHWEST OF A BARB WIRE FENCE, 14.0 FT (4.3 M)
 DP0895'WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE FORT FRASER BIKE
 DP0895'TRAIL AND 6.0 FT (1.8 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DP0895'
 DP0895'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0896 ***********************************************************************
 DP0896  DESIGNATION -  709374 B
 DP0896  PID         -  DP0896
 DP0896  STATE/COUNTY-  FL/POLK
 DP0896  COUNTRY     -  US
 DP0896  USGS QUAD   -  BARTOW (2018)
 DP0896
 DP0896                         *CURRENT SURVEY CONTROL
 DP0896  ______________________________________________________________________
 DP0896* NAD 83(1986) POSITION- 27 55 55.2    (N) 081 51 18.6    (W)   HD_HELD2
 DP0896* NAVD 88 ORTHO HEIGHT -    32.199 (meters)      105.64  (feet) ADJUSTED
 DP0896  ______________________________________________________________________
 DP0896  GEOID HEIGHT    -        -26.013 (meters)                     GEOID18
 DP0896  DYNAMIC HEIGHT  -         32.151 (meters)      105.48  (feet) COMP
 DP0896  MODELED GRAVITY -    979,167.9   (mgal)                       NAVD 88
 DP0896
 DP0896  VERT ORDER      -  SECOND    CLASS I
 DP0896
 DP0896.The horizontal coordinates were established by autonomous hand held GPS
 DP0896.observations and have an estimated accuracy of +/- 10 meters.
 DP0896
 DP0896.The orthometric height was determined by differential leveling and
 DP0896.adjusted by the NATIONAL GEODETIC SURVEY
 DP0896.in January 2014.
 DP0896
 DP0896.No vertical observational check was made to the station.
 DP0896
 DP0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0896.GEOID18 height accuracy estimate available here.
 DP0896
 DP0896.Click photographs - Photos may exist for this station.
 DP0896
 DP0896.The dynamic height is computed by dividing the NAVD 88
 DP0896.geopotential number by the normal gravity value computed on the
 DP0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0896.degrees latitude (g = 980.6199 gals.).
 DP0896
 DP0896.The modeled gravity was interpolated from observed gravity values.
 DP0896
 DP0896;                    North         East    Units  Estimated Accuracy
 DP0896;SPC FL W     -   398,682.      214,254.      MT  (+/- 10 meters HH2 GPS)
 DP0896
 DP0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1586389963(NAD 83)
 DP0896
 DP0896                          SUPERSEDED SURVEY CONTROL
 DP0896
 DP0896.No superseded survey control is available for this station.
 DP0896
 DP0896_MARKER: DD = SURVEY DISK
 DP0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0896_STAMPING: SID 709374 B 2008
 DP0896_MARK LOGO: SWFWMD
 DP0896_PROJECTION: RECESSED 5 CENTIMETERS
 DP0896_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0896+STABILITY: SURFACE MOTION
 DP0896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP0896+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2013
 DP0896
 DP0896  HISTORY     - Date     Condition        Report By
 DP0896  HISTORY     - 20080919 MONUMENTED       SWFWMD
 DP0896  HISTORY     - 20130325 GOOD             FLDEP
 DP0896
 DP0896                          STATION DESCRIPTION
 DP0896
 DP0896'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0896'THE MARK IS ABOUT 8.1 MI (13.0 KM) NORTH-NORTHWEST OF HOMELAND, 7.7 MI
 DP0896'(12.4 KM) EAST-NORTHEAST OF MULBERRY, 2.5 MI (4.0 KM) NORTH-NORTHWEST
 DP0896'OF BARTOW, IN SECTION 30, TOWNSHIP 29 SOUTH, RANGE 25 EAST.  A KEY FOR
 DP0896'THE LOCKED PASTURE GATE CAN BE OBTAINED FROM SOUTHWEST FLORIDA WATER
 DP0896'MANAGEMENT DISTRICT.
 DP0896'
 DP0896'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BARTOW
 DP0896'ROAD) AND COUNTY ROAD 540 (CLUBHOUSE ROAD) IN HIGHLAND CITY, GO
 DP0896'SOUTHEAST ON U.S. HIGHWAY 98 (BARTOW ROAD) FOR 2.9 MI (4.7 KM) TO A
 DP0896'HIGH VOLTAGE POWER LINE CROSSING, A LOCKED PASTURE GATE ON THE LEFT
 DP0896'AND THE MARK ON THE LEFT, AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH
 DP0896'(30 CM) ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL
 DP0896'OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE FORT
 DP0896'FRASER BIKE TRAIL.
 DP0896'
 DP0896'LOCATED 176.0 FT (53.6 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DP0896'OF U.S. HIGHWAY 98 (BARTOW ROAD) NORTHBOUND LANES, 129.0 FT (39.3 M)
 DP0896'NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF A METAL GATE, 13.6 FT
 DP0896'(4.1 M) EAST-NORTHEAST OF A BARB WIRE FENCE, 27.4 FT (8.4 M)
 DP0896'EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE FORT FRASER BIKE
 DP0896'TRAIL, 4.5 FT (1.4 M) NORTH OF THE WESTERNMOST WELL CASING AND 0.8 FT
 DP0896'(24 CM) EAST OF A CARSONITE WITNESS POST.
 DP0896'
 DP0896'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9348 ***********************************************************************
 DO9348  DESIGNATION -  709385
 DO9348  PID         -  DO9348
 DO9348  STATE/COUNTY-  FL/POLK
 DO9348  COUNTRY     -  US
 DO9348  USGS QUAD   -  LAKELAND (2018)
 DO9348
 DO9348                         *CURRENT SURVEY CONTROL
 DO9348  ______________________________________________________________________
 DO9348* NAD 83(1986) POSITION- 28 02 02.5    (N) 081 54 42.6    (W)   HD_HELD2
 DO9348* NAVD 88 ORTHO HEIGHT -    46.804 (meters)      153.56  (feet) ADJUSTED
 DO9348  ______________________________________________________________________
 DO9348  GEOID HEIGHT    -        -26.238 (meters)                     GEOID18
 DO9348  DYNAMIC HEIGHT  -         46.734 (meters)      153.33  (feet) COMP
 DO9348  MODELED GRAVITY -    979,164.4   (mgal)                       NAVD 88
 DO9348
 DO9348  VERT ORDER      -  SECOND    CLASS I
 DO9348
 DO9348.The horizontal coordinates were established by autonomous hand held GPS
 DO9348.observations and have an estimated accuracy of +/- 10 meters.
 DO9348
 DO9348.The orthometric height was determined by differential leveling and
 DO9348.adjusted by the NATIONAL GEODETIC SURVEY
 DO9348.in January 2014.
 DO9348
 DO9348.No vertical observational check was made to the station.
 DO9348
 DO9348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9348.GEOID18 height accuracy estimate available here.
 DO9348
 DO9348.Click photographs - Photos may exist for this station.
 DO9348
 DO9348.The dynamic height is computed by dividing the NAVD 88
 DO9348.geopotential number by the normal gravity value computed on the
 DO9348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9348.degrees latitude (g = 980.6199 gals.).
 DO9348
 DO9348.The modeled gravity was interpolated from observed gravity values.
 DO9348
 DO9348;                    North         East    Units  Estimated Accuracy
 DO9348;SPC FL W     -   409,983.      208,669.      MT  (+/- 10 meters HH2 GPS)
 DO9348
 DO9348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1037201307(NAD 83)
 DO9348
 DO9348                          SUPERSEDED SURVEY CONTROL
 DO9348
 DO9348.No superseded survey control is available for this station.
 DO9348
 DO9348_MARKER: DD = SURVEY DISK
 DO9348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9348_STAMPING: SID 709385 2008
 DO9348_MARK LOGO: SWFWMD
 DO9348_PROJECTION: FLUSH
 DO9348_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9348+STABILITY: SURFACE MOTION
 DO9348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9348+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2012
 DO9348
 DO9348  HISTORY     - Date     Condition        Report By
 DO9348  HISTORY     - 2008     MONUMENTED       SWFWMD
 DO9348  HISTORY     - 20120802 GOOD             FLDEP
 DO9348
 DO9348                          STATION DESCRIPTION
 DO9348
 DO9348'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9348'THE MARK IS ABOUT 9.1 MI (14.6 KM) SOUTH-SOUTHEAST OF PROVIDENCE, 7.8
 DO9348'MI (12.6 KM) WEST-SOUTHWEST OF AUBURNDALE, 2.4 MI (3.9 KM) EAST OF
 DO9348'LAKELAND, IN SECTION 21, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9348'
 DO9348'TO REACH THE MARK FROM THE INTERSECTI0N OF U.S. HIGHWAY 92 AND SOUTH
 DO9348'COMBEE ROAD (STATE ROAD 659) IN LAKELAND, GO SOUTH ON COMBEE ROAD FOR
 DO9348'1.0 MI (1.6 KM) TO THE JUNCTION OF MEADOW LANE ON THE RIGHT.  TURN
 DO9348'RIGHT ON MEADOW LANE AND GO WEST FOR 0.2 MI (0.3 KM) TO THE MARK ON
 DO9348'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DO9348'GROUND AND LEVEL WITH MEADOW LANE.
 DO9348'
 DO9348'LOCATED 58.1 FT (17.7 M) EAST OF THE APPROXIMATE CENTERLINE OF GALVIN
 DO9348'DRIVE, 6.1 FT (1.9 M) EAST OF SURVEY MARK 709385, 4.8 FT (1.5 M) SOUTH
 DO9348'OF THE CYCLONE FENCE, 3.0 FT (0.9 M) EAST OF THE WELL HEAD AND 1.5 FT
 DO9348'(0.5 M) SOUTH OF A CARSONITE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8990 ***********************************************************************
 DO8990  DESIGNATION -  709386 A
 DO8990  PID         -  DO8990
 DO8990  STATE/COUNTY-  FL/POLK
 DO8990  COUNTRY     -  US
 DO8990  USGS QUAD   -  ELOISE (2018)
 DO8990
 DO8990                         *CURRENT SURVEY CONTROL
 DO8990  ______________________________________________________________________
 DO8990* NAD 83(1986) POSITION- 27 57 17.8    (N) 081 40 44.2    (W)   HD_HELD2
 DO8990* NAVD 88 ORTHO HEIGHT -    46.002 (meters)      150.92  (feet) ADJUSTED
 DO8990  ______________________________________________________________________
 DO8990  GEOID HEIGHT    -        -26.491 (meters)                     GEOID18
 DO8990  DYNAMIC HEIGHT  -         45.934 (meters)      150.70  (feet) COMP
 DO8990  MODELED GRAVITY -    979,157.7   (mgal)                       NAVD 88
 DO8990
 DO8990  VERT ORDER      -  FIRST     CLASS II
 DO8990
 DO8990.The horizontal coordinates were established by autonomous hand held GPS
 DO8990.observations and have an estimated accuracy of +/- 10 meters.
 DO8990
 DO8990.The orthometric height was determined by differential leveling and
 DO8990.adjusted by the NATIONAL GEODETIC SURVEY
 DO8990.in December 2013.
 DO8990
 DO8990.No vertical observational check was made to the station.
 DO8990
 DO8990.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8990.GEOID18 height accuracy estimate available here.
 DO8990
 DO8990.Click photographs - Photos may exist for this station.
 DO8990
 DO8990.The dynamic height is computed by dividing the NAVD 88
 DO8990.geopotential number by the normal gravity value computed on the
 DO8990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8990.degrees latitude (g = 980.6199 gals.).
 DO8990
 DO8990.The modeled gravity was interpolated from observed gravity values.
 DO8990
 DO8990;                    North         East    Units  Estimated Accuracy
 DO8990;SPC FL W     -   401,258.      231,591.      MT  (+/- 10 meters HH2 GPS)
 DO8990
 DO8990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3321592396(NAD 83)
 DO8990
 DO8990                          SUPERSEDED SURVEY CONTROL
 DO8990
 DO8990.No superseded survey control is available for this station.
 DO8990
 DO8990_MARKER: DD = SURVEY DISK
 DO8990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8990_STAMPING: 709386 A 2008
 DO8990_MARK LOGO: SWFWMD
 DO8990_PROJECTION: PROJECTING 3 CENTIMETERS
 DO8990_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8990+STABILITY: SURFACE MOTION
 DO8990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8990+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 DO8990
 DO8990  HISTORY     - Date     Condition        Report By
 DO8990  HISTORY     - 20081024 MONUMENTED       SWFWMD
 DO8990  HISTORY     - 20120620 GOOD             FLDEP
 DO8990
 DO8990                          STATION DESCRIPTION
 DO8990
 DO8990'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8990'THE MARK IS ABOUT 5.9 MI (9.5 KM) SOUTHWEST OF DUNDEE, 5.7 MI (9.2 KM)
 DO8990'SOUTHEAST OF WINTER HAVEN, 4.5 MI (7.2 KM) SOUTHEAST OF ELOISE, IN
 DO8990'SECTION 14, TOWNSHIP 29 SOUTH, RANGE 26 EAST.  PERMISSION MUST BE
 DO8990'OBTAINED BEFORE ENTERING THE FACILITY.
 DO8990'
 DO8990'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO8990'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 6.0 MI (9.7 KM) SOUTHEAST
 DO8990'OF WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.6 MI (2.6 KM) TO
 DO8990'THE INTERSECTION OF THOMPSON NURSERY ROAD ON THE RIGHT AND CHALET
 DO8990'SUZANNE ROAD ON THE LEFT. TURN RIGHT ON THOMPSON NURSERY ROAD AND GO
 DO8990'WEST FOR 2.9 MI (4.7 KM) TO THE INTERSECTION OF LAKE RUBY DRIVE WEST
 DO8990'ON THE RIGHT.  CONTINUE WEST ON COUNTY ROAD 540A (ELOISE LOOP ROAD)
 DO8990'FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF STATE ROAD 653 ON THE LEFT.
 DO8990'TURN LEFT ON STATE ROAD 653 AND GO SOUTH FOR 0.25 MI (0.4 KM) TO THE
 DO8990'JUNCTION OF THE ENTRANCE ROAD TO THE CHAIN OF LAKES ELEMENTARY SCHOOL
 DO8990'ON THE RIGHT AND THE MARK IN THE SOUTHWEST END OF THE PROPERTY.
 DO8990'
 DO8990'THE MARK IS AN ALUMINUM DISK INCASED IN A 6-INCH (15 CM) PVC PIPE
 DO8990'FILLED WITH CONCRETE AND PROJECTING 0.1 FT (3 CM) ABOVE THE LEVEL OF
 DO8990'THE GROUND.  LOCATED 51.4 FT (15.7 M) NORTHEAST OF THE CENTER OF A BOX
 DO8990'DRAIN, 24.0 FT (7.3 M) NORTHWEST OF THE SOUTHWEST CORNER OF A
 DO8990'BUILDING, 14.7 FT (4.5 M) SOUTHEAST OF THE SOUTHWEST CORNER OF A 5.0
 DO8990'FT (1.5 M) TALL CONCRETE BLOCK WALL, 2.2 FT (0.7 M) SOUTH OF WATER
 DO8990'MONITORING WELL 709386 AND 0.7 FT (21 CM) WEST OF A CARSONITE WITNESS
 DO8990'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8991 ***********************************************************************
 DO8991  DESIGNATION -  709386 B
 DO8991  PID         -  DO8991
 DO8991  STATE/COUNTY-  FL/POLK
 DO8991  COUNTRY     -  US
 DO8991  USGS QUAD   -  ELOISE (2018)
 DO8991
 DO8991                         *CURRENT SURVEY CONTROL
 DO8991  ______________________________________________________________________
 DO8991* NAD 83(1986) POSITION- 27 57 17.1    (N) 081 40 44.5    (W)   HD_HELD2
 DO8991* NAVD 88 ORTHO HEIGHT -    45.589 (meters)      149.57  (feet) ADJUSTED
 DO8991  ______________________________________________________________________
 DO8991  GEOID HEIGHT    -        -26.490 (meters)                     GEOID18
 DO8991  DYNAMIC HEIGHT  -         45.521 (meters)      149.35  (feet) COMP
 DO8991  MODELED GRAVITY -    979,157.7   (mgal)                       NAVD 88
 DO8991
 DO8991  VERT ORDER      -  FIRST     CLASS II
 DO8991
 DO8991.The horizontal coordinates were established by autonomous hand held GPS
 DO8991.observations and have an estimated accuracy of +/- 10 meters.
 DO8991
 DO8991.The orthometric height was determined by differential leveling and
 DO8991.adjusted by the NATIONAL GEODETIC SURVEY
 DO8991.in December 2013.
 DO8991
 DO8991.No vertical observational check was made to the station.
 DO8991
 DO8991.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8991.GEOID18 height accuracy estimate available here.
 DO8991
 DO8991.Click photographs - Photos may exist for this station.
 DO8991
 DO8991.The dynamic height is computed by dividing the NAVD 88
 DO8991.geopotential number by the normal gravity value computed on the
 DO8991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8991.degrees latitude (g = 980.6199 gals.).
 DO8991
 DO8991.The modeled gravity was interpolated from observed gravity values.
 DO8991
 DO8991;                    North         East    Units  Estimated Accuracy
 DO8991;SPC FL W     -   401,236.      231,583.      MT  (+/- 10 meters HH2 GPS)
 DO8991
 DO8991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3320792375(NAD 83)
 DO8991
 DO8991                          SUPERSEDED SURVEY CONTROL
 DO8991
 DO8991.No superseded survey control is available for this station.
 DO8991
 DO8991_MARKER: DD = SURVEY DISK
 DO8991_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8991_STAMPING: 709386 B 2012
 DO8991_MARK LOGO: SWFWMD
 DO8991_PROJECTION: RECESSED 8 CENTIMETERS
 DO8991_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8991+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2012
 DO8991_ROD/PIPE-DEPTH: 6.1 meters
 DO8991
 DO8991  HISTORY     - Date     Condition        Report By
 DO8991  HISTORY     - 20121204 MONUMENTED       FLDEP
 DO8991
 DO8991                          STATION DESCRIPTION
 DO8991
 DO8991'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO8991'THE MARK IS ABOUT 5.9 MI (9.5 KM) SOUTHWEST OF DUNDEE, 5.7 MI (9.2 KM)
 DO8991'SOUTHEAST OF WINTER HAVEN, 4.5 MI (7.2 KM) SOUTHEAST OF ELOISE, IN
 DO8991'SECTION 14, TOWNSHIP 29 SOUTH, RANGE 26 EAST.  PERMISSION MUST BE
 DO8991'OBTAINED BEFORE ENTERING THE FACILITY.
 DO8991'
 DO8991'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND COUNTY
 DO8991'ROAD 540 (CYPRESS GARDENS BOULEVARD) ABOUT 6.0 MI (9.7 KM) SOUTHEAST
 DO8991'OF WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY 27 FOR 1.6 MI (2.6 KM) TO
 DO8991'THE INTERSECTION OF THOMPSON NURSERY ROAD ON THE RIGHT AND CHALET
 DO8991'SUZANNE ROAD ON THE LEFT. TURN RIGHT ON THOMPSON NURSERY ROAD AND GO
 DO8991'WEST FOR 2.9 MI (4.7 KM) TO THE INTERSECTION OF LAKE RUBY DRIVE WEST
 DO8991'ON THE RIGHT.  CONTINUE WEST ON COUNTY ROAD 540A (ELOISE LOOP ROAD)
 DO8991'FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF STATE ROAD 653 ON THE LEFT.
 DO8991'TURN LEFT ON STATE ROAD 653 AND GO SOUTH FOR 0.25 MI (0.4 KM) TO THE
 DO8991'JUNCTION OF THE ENTRANCE ROAD TO THE CHAIN OF LAKES ELEMENTARY SCHOOL
 DO8991'ON THE RIGHT AND THE MARK IN THE SOUTHWEST END OF THE PROPERTY.
 DO8991'
 DO8991'THE MARK IS AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 20.0 FT
 DO8991'(6.1 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM)
 DO8991'PVC PIPE, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND.
 DO8991'LOCATED 82.1 FT (25.0 M) EAST OF A POWER POLE, 69.0 FT (21.0 M)
 DO8991'SOUTH-SOUTHWEST OF WATER MONITORING WELL 709386, 66.6 FT (20.3 M)
 DO8991'SOUTH-SOUTHWEST OF SURVEY MARK 709386 A, 59.5 FT (18.1 M) SOUTHWEST OF
 DO8991'THE SOUTHWEST CORNER OF A TWO STORY BRICK BUILDING, 21.0 FT (6.4 M)
 DO8991'SOUTH OF THE SOUTHEAST CORNER OF A STORM DRAIN AND 2.0 FT (0.6 M)
 DO8991'NORTH OF A CARSONITE WITNESS POST.
 DO8991'
 DO8991'NOTE-A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8991'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0980 ***********************************************************************
 DP0980  DESIGNATION -  709387
 DP0980  PID         -  DP0980
 DP0980  STATE/COUNTY-  FL/POLK
 DP0980  COUNTRY     -  US
 DP0980  USGS QUAD   -  MULBERRY (2018)
 DP0980
 DP0980                         *CURRENT SURVEY CONTROL
 DP0980  ______________________________________________________________________
 DP0980* NAD 83(1986) POSITION- 27 57 15.5    (N) 081 54 27.4    (W)   HD_HELD2
 DP0980* NAVD 88 ORTHO HEIGHT -    54.864 (meters)      180.00  (feet) ADJUSTED
 DP0980  ______________________________________________________________________
 DP0980  GEOID HEIGHT    -        -25.945 (meters)                     GEOID18
 DP0980  DYNAMIC HEIGHT  -         54.783 (meters)      179.73  (feet) COMP
 DP0980  MODELED GRAVITY -    979,169.6   (mgal)                       NAVD 88
 DP0980
 DP0980  VERT ORDER      -  SECOND    CLASS I
 DP0980
 DP0980.The horizontal coordinates were established by autonomous hand held GPS
 DP0980.observations and have an estimated accuracy of +/- 10 meters.
 DP0980
 DP0980.The orthometric height was determined by differential leveling and
 DP0980.adjusted by the NATIONAL GEODETIC SURVEY
 DP0980.in January 2014.
 DP0980
 DP0980.No vertical observational check was made to the station.
 DP0980
 DP0980.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0980.GEOID18 height accuracy estimate available here.
 DP0980
 DP0980.Click photographs - Photos may exist for this station.
 DP0980
 DP0980.The dynamic height is computed by dividing the NAVD 88
 DP0980.geopotential number by the normal gravity value computed on the
 DP0980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0980.degrees latitude (g = 980.6199 gals.).
 DP0980
 DP0980.The modeled gravity was interpolated from observed gravity values.
 DP0980
 DP0980;                    North         East    Units  Estimated Accuracy
 DP0980;SPC FL W     -   401,149.      209,091.      MT  (+/- 10 meters HH2 GPS)
 DP0980
 DP0980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1072192472(NAD 83)
 DP0980
 DP0980                          SUPERSEDED SURVEY CONTROL
 DP0980
 DP0980.No superseded survey control is available for this station.
 DP0980
 DP0980_MARKER: DD = SURVEY DISK
 DP0980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0980_STAMPING: SID 709387 2008
 DP0980_MARK LOGO: SWFWMD
 DP0980_PROJECTION: FLUSH
 DP0980_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP0980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0980+STABILITY: SURFACE MOTION
 DP0980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0980+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 DP0980
 DP0980  HISTORY     - Date     Condition        Report By
 DP0980  HISTORY     - 20080919 MONUMENTED       SWFWMD
 DP0980  HISTORY     - 20120717 GOOD             FLDEP
 DP0980
 DP0980                          STATION DESCRIPTION
 DP0980
 DP0980'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DP0980'THE MARK IS ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF LAKELAND, 5.7 MI
 DP0980'(9.2 KM) NORTHEAST OF MULBERRY, 5.6 MI (9.0 KM) NORTHWEST OF BARTOW,
 DP0980'IN SECTION 16, TOWNSHIP 29 SOUTH, RANGE 24 EAST.
 DP0980'
 DP0980'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND COUNTY ROAD
 DP0980'540A IN HIGHLAND CITY, GO WEST ON STATE ROAD 540A FOR 2.25 MI (3.6 KM)
 DP0980'TO THE JUNCTION OF POLLARD ROAD ON THE RIGHT.  TURN RIGHT ON POLLARD
 DP0980'ROAD AND GO NORTH FOR 0.1 MI (0.2 KM) TO A WELL SITE ON THE LEFT AND
 DP0980'THE MARK ON THE LEFT, AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH (30
 DP0980'CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 5.0 FT
 DP0980'(1.5 M) ABOVE THE LEVEL OF POLLARD ROAD.
 DP0980'
 DP0980'LOCATED 136.0 FT (41.5 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DP0980'POLLARD ROAD, 50.5 FT (15.4 M) NORTH-NORTHWEST OF SURVEY MARK 709387
 DP0980'A, 3.0 FT (0.9 M) NORTH OF A WELL HEAD, 6.0 FT (1.8 M) EAST OF A CHAIN
 DP0980'LINK FENCE AND 1.2 FT (0.4 M) EAST OF A CARSONITE WITNESS POST.
 DP0980'
 DP0980'NOTE-UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0979 ***********************************************************************
 DP0979  DESIGNATION -  709387 A
 DP0979  PID         -  DP0979
 DP0979  STATE/COUNTY-  FL/POLK
 DP0979  COUNTRY     -  US
 DP0979  USGS QUAD   -  MULBERRY (2018)
 DP0979
 DP0979                         *CURRENT SURVEY CONTROL
 DP0979  ______________________________________________________________________
 DP0979* NAD 83(1986) POSITION- 27 57 14.6    (N) 081 54 27.2    (W)   HD_HELD2
 DP0979* NAVD 88 ORTHO HEIGHT -    54.319 (meters)      178.21  (feet) ADJUSTED
 DP0979  ______________________________________________________________________
 DP0979  GEOID HEIGHT    -        -25.944 (meters)                     GEOID18
 DP0979  DYNAMIC HEIGHT  -         54.239 (meters)      177.95  (feet) COMP
 DP0979  MODELED GRAVITY -    979,169.6   (mgal)                       NAVD 88
 DP0979
 DP0979  VERT ORDER      -  SECOND    CLASS I
 DP0979
 DP0979.The horizontal coordinates were established by autonomous hand held GPS
 DP0979.observations and have an estimated accuracy of +/- 10 meters.
 DP0979
 DP0979.The orthometric height was determined by differential leveling and
 DP0979.adjusted by the NATIONAL GEODETIC SURVEY
 DP0979.in January 2014.
 DP0979
 DP0979.No vertical observational check was made to the station.
 DP0979
 DP0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0979.GEOID18 height accuracy estimate available here.
 DP0979
 DP0979.Click photographs - Photos may exist for this station.
 DP0979
 DP0979.The dynamic height is computed by dividing the NAVD 88
 DP0979.geopotential number by the normal gravity value computed on the
 DP0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0979.degrees latitude (g = 980.6199 gals.).
 DP0979
 DP0979.The modeled gravity was interpolated from observed gravity values.
 DP0979
 DP0979;                    North         East    Units  Estimated Accuracy
 DP0979;SPC FL W     -   401,121.      209,096.      MT  (+/- 10 meters HH2 GPS)
 DP0979
 DP0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1072692444(NAD 83)
 DP0979
 DP0979                          SUPERSEDED SURVEY CONTROL
 DP0979
 DP0979.No superseded survey control is available for this station.
 DP0979
 DP0979_MARKER: DD = SURVEY DISK
 DP0979_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0979_STAMPING: 709387 A 2013
 DP0979_MARK LOGO: SWFWMD
 DP0979_PROJECTION: RECESSED 5 CENTIMETERS
 DP0979_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0979+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2013
 DP0979_ROD/PIPE-DEPTH: 7.2 meters
 DP0979
 DP0979  HISTORY     - Date     Condition        Report By
 DP0979  HISTORY     - 20130301 MONUMENTED       FLDEP
 DP0979
 DP0979                          STATION DESCRIPTION
 DP0979
 DP0979'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0979'THE MARK IS ABOUT 6.4 MI (10.3 KM) SOUTH-SOUTHEAST OF LAKELAND, 5.7 MI
 DP0979'(9.2 KM) NORTHEAST OF MULBERRY, 5.6 MI (9.0 KM) NORTHWEST OF BARTOW,
 DP0979'IN SECTION 16, TOWNSHIP 29 SOUTH, RANGE 24 EAST.
 DP0979'
 DP0979'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND COUNTY ROAD
 DP0979'540A IN HIGHLAND CITY, GO WEST ON STATE ROAD 540A FOR 2.25 MI (3.6 KM)
 DP0979'TO THE JUNCTION OF POLLARD ROAD ON THE RIGHT.  TURN RIGHT ON POLLARD
 DP0979'ROAD AND GO NORTH FOR 0.1 MI (0.2 KM) TO A WELL SITE ON THE LEFT AND
 DP0979'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP0979'23.7 FT (7.2 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DP0979'PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DP0979'5.0 FT (1.5 M) ABOVE THE LEVEL OF POLLARD ROAD.
 DP0979'
 DP0979'LOCATED 106.0 FT (32.3 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DP0979'POLLARD ROAD, 50.5 FT (15.4 M) SOUTH-SOUTHEAST OF SURVEY MARK 709387,
 DP0979'48.2 FT (14.7 M) SOUTH-SOUTHEAST OF A WELL HEAD, 1.5 FT (0.5 M) NORTH
 DP0979'OF A CHAIN LINK FENCE AND 1.3 FT (0.4 M) NORTH OF A CARSONITE WITNESS
 DP0979'POST.
 DP0979'
 DP0979'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP0979'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0981 ***********************************************************************
 DP0981  DESIGNATION -  709388
 DP0981  PID         -  DP0981
 DP0981  STATE/COUNTY-  FL/POLK
 DP0981  COUNTRY     -  US
 DP0981  USGS QUAD   -  MULBERRY (2018)
 DP0981
 DP0981                         *CURRENT SURVEY CONTROL
 DP0981  ______________________________________________________________________
 DP0981* NAD 83(1986) POSITION- 27 57 34.0    (N) 081 55 16.5    (W)   HD_HELD2
 DP0981* NAVD 88 ORTHO HEIGHT -    75.592 (meters)      248.00  (feet) ADJUSTED
 DP0981  ______________________________________________________________________
 DP0981  GEOID HEIGHT    -        -25.925 (meters)                     GEOID18
 DP0981  DYNAMIC HEIGHT  -         75.481 (meters)      247.64  (feet) COMP
 DP0981  MODELED GRAVITY -    979,170.0   (mgal)                       NAVD 88
 DP0981
 DP0981  VERT ORDER      -  SECOND    CLASS I
 DP0981
 DP0981.The horizontal coordinates were established by autonomous hand held GPS
 DP0981.observations and have an estimated accuracy of +/- 10 meters.
 DP0981
 DP0981.The orthometric height was determined by differential leveling and
 DP0981.adjusted by the NATIONAL GEODETIC SURVEY
 DP0981.in January 2014.
 DP0981
 DP0981.No vertical observational check was made to the station.
 DP0981
 DP0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0981.GEOID18 height accuracy estimate available here.
 DP0981
 DP0981.Click photographs - Photos may exist for this station.
 DP0981
 DP0981.The dynamic height is computed by dividing the NAVD 88
 DP0981.geopotential number by the normal gravity value computed on the
 DP0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0981.degrees latitude (g = 980.6199 gals.).
 DP0981
 DP0981.The modeled gravity was interpolated from observed gravity values.
 DP0981
 DP0981;                    North         East    Units  Estimated Accuracy
 DP0981;SPC FL W     -   401,717.      207,748.      MT  (+/- 10 meters HH2 GPS)
 DP0981
 DP0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0938493051(NAD 83)
 DP0981
 DP0981                          SUPERSEDED SURVEY CONTROL
 DP0981
 DP0981.No superseded survey control is available for this station.
 DP0981
 DP0981_MARKER: DD = SURVEY DISK
 DP0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0981_STAMPING: SID 709388 2008
 DP0981_MARK LOGO: SWFWMD
 DP0981_PROJECTION: FLUSH
 DP0981_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0981+STABILITY: SURFACE MOTION
 DP0981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0981+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2012
 DP0981
 DP0981  HISTORY     - Date     Condition        Report By
 DP0981  HISTORY     - 20080903 MONUMENTED       SWFWMD
 DP0981  HISTORY     - 20120717 GOOD             FLDEP
 DP0981
 DP0981                          STATION DESCRIPTION
 DP0981
 DP0981'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DP0981'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTHWEST OF BARTOW, 5.8 MI (9.3
 DP0981'KM) SOUTH-SOUTHEAST OF LAKELAND, 5.5 MI (8.8 KM) NORTHEAST OF
 DP0981'MULBERRY, IN SECTION 16, TOWNSHIP 29 SOUTH, RANGE 24 EAST.
 DP0981'
 DP0981'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND COUNTY ROAD
 DP0981'540A IN HIGHLAND CITY, GO WEST ON STATE ROAD 540A FOR 3.25 MI (5.2 KM)
 DP0981'TO THE INTERSECTION OF LAKELAND HIGHLANDS ROAD (COUNTY ROAD 37B).
 DP0981'TURN RIGHT ON LAKELAND HIGHLANDS ROAD (COUNTY ROAD 37B) AND GO NORTH
 DP0981'FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF THE ENTRANCE TO GEORGE JENKINS
 DP0981'HIGH SCHOOL ON THE RIGHT.  TURN RIGHT ON THE ENTRANCE ROAD AND GO EAST
 DP0981'TOWARDS GEORGE JENKINS HIGH SCHOOL FOR 0.15 MI (0.2 KM) TO THE
 DP0981'JUNCTION OF A NORTH-SOUTH ROAD.  TURN LEFT AND GO NORTH FOR 0.2 MI
 DP0981'(0.3 KM) TOWARD THE NORTH END OF THE NORTH PARKING LOT, TO A WELL SITE
 DP0981'AHEAD AND THE MARK, AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH (30
 DP0981'CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 0.5 FT (15
 DP0981'CM) ABOVE THE LEVEL OF THE PARKING LOT.
 DP0981'
 DP0981'LOCATED 131.0 FT (39.9 M) EAST OF THE APPROXIMATE CENTER OF AN
 DP0981'ELECTRIC CHAIN LINK FENCE GATE, 53.1 FT (16.2 M) WEST OF SURVEY MARK
 DP0981'709388 A, 45.1 FT (13.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DP0981'FRONTAGE ROAD, 7.3 FT (2.2 M) SOUTH OF A CHAIN LINK FENCE, 6.0 FT (1.8
 DP0981'M) SOUTH OF A CARSONITE WITNESS POST AND 2.4 FT (0.7 M) WEST OF A WELL
 DP0981'HEAD.
 DP0981'
 DP0981'NOTE-UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0982 ***********************************************************************
 DP0982  DESIGNATION -  709388 A
 DP0982  PID         -  DP0982
 DP0982  STATE/COUNTY-  FL/POLK
 DP0982  COUNTRY     -  US
 DP0982  USGS QUAD   -  MULBERRY (2018)
 DP0982
 DP0982                         *CURRENT SURVEY CONTROL
 DP0982  ______________________________________________________________________
 DP0982* NAD 83(1986) POSITION- 27 57 34.0    (N) 081 55 16.0    (W)   HD_HELD2
 DP0982* NAVD 88 ORTHO HEIGHT -    75.636 (meters)      248.15  (feet) ADJUSTED
 DP0982  ______________________________________________________________________
 DP0982  GEOID HEIGHT    -        -25.925 (meters)                     GEOID18
 DP0982  DYNAMIC HEIGHT  -         75.524 (meters)      247.78  (feet) COMP
 DP0982  MODELED GRAVITY -    979,170.0   (mgal)                       NAVD 88
 DP0982
 DP0982  VERT ORDER      -  SECOND    CLASS I
 DP0982
 DP0982.The horizontal coordinates were established by autonomous hand held GPS
 DP0982.observations and have an estimated accuracy of +/- 10 meters.
 DP0982
 DP0982.The orthometric height was determined by differential leveling and
 DP0982.adjusted by the NATIONAL GEODETIC SURVEY
 DP0982.in January 2014.
 DP0982
 DP0982.No vertical observational check was made to the station.
 DP0982
 DP0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0982.GEOID18 height accuracy estimate available here.
 DP0982
 DP0982.Click photographs - Photos may exist for this station.
 DP0982
 DP0982.The dynamic height is computed by dividing the NAVD 88
 DP0982.geopotential number by the normal gravity value computed on the
 DP0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0982.degrees latitude (g = 980.6199 gals.).
 DP0982
 DP0982.The modeled gravity was interpolated from observed gravity values.
 DP0982
 DP0982;                    North         East    Units  Estimated Accuracy
 DP0982;SPC FL W     -   401,717.      207,762.      MT  (+/- 10 meters HH2 GPS)
 DP0982
 DP0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0939793051(NAD 83)
 DP0982
 DP0982                          SUPERSEDED SURVEY CONTROL
 DP0982
 DP0982.No superseded survey control is available for this station.
 DP0982
 DP0982_MARKER: DD = SURVEY DISK
 DP0982_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0982_STAMPING: 709388 A 2013
 DP0982_MARK LOGO: SWFWMD
 DP0982_PROJECTION: RECESSED 5 CENTIMETERS
 DP0982_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP0982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0982+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2013
 DP0982_ROD/PIPE-DEPTH: 5.6 meters
 DP0982
 DP0982  HISTORY     - Date     Condition        Report By
 DP0982  HISTORY     - 20130301 MONUMENTED       FLDEP
 DP0982
 DP0982                          STATION DESCRIPTION
 DP0982
 DP0982'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0982'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTHWEST OF BARTOW, 5.8 MI (9.3
 DP0982'KM) SOUTH-SOUTHEAST OF LAKELAND, 5.5 MI (8.8 KM) NORTHEAST OF
 DP0982'MULBERRY, IN SECTION 16, TOWNSHIP 29 SOUTH, RANGE 24 EAST.
 DP0982'
 DP0982'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND COUNTY ROAD
 DP0982'540A IN HIGHLAND CITY, GO WEST ON STATE ROAD 540A FOR 3.25 MI (5.2 KM)
 DP0982'TO THE INTERSECTION OF LAKELAND HIGHLANDS ROAD (COUNTY ROAD 37B).
 DP0982'TURN RIGHT ON LAKELAND HIGHLANDS ROAD (COUNTY ROAD 37B) AND GO NORTH
 DP0982'FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF THE ENTRANCE TO GEORGE JENKINS
 DP0982'HIGH SCHOOL ON THE RIGHT.  TURN RIGHT ON THE ENTRANCE ROAD AND GO EAST
 DP0982'TOWARDS GEORGE JENKINS HIGH SCHOOL FOR 0.15 MI (0.2 KM) TO THE
 DP0982'JUNCTION OF A NORTH-SOUTH ROAD.  TURN LEFT AND GO NORTH FOR 0.2 MI
 DP0982'(0.3 KM) TOWARD THE NORTH END OF THE NORTH PARKING LOT, TO A WELL SITE
 DP0982'AHEAD AND THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP0982'18.4 FT (5.6 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DP0982'PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DP0982'0.5 FT (15 CM) ABOVE THE LEVEL OF THE PARKING LOT.
 DP0982'
 DP0982'LOCATED 184.0 FT (56.1 M) EAST OF THE APPROXIMATE CENTER OF AN
 DP0982'ELECTRIC CHAIN LINK FENCE GATE, 53.1 FT (16.2 M) EAST OF SURVEY MARK
 DP0982'709388, 50.4 FT (15.4 M) WEST OF A WELL HEAD, 48.0 FT (14.6 M) NORTH
 DP0982'OF THE APPROXIMATE CENTERLINE OF THE FRONTAGE ROAD, 1.6 FT (0.5 M)
 DP0982'SOUTH OF A CHAIN LINK FENCE AND 1.4 FT (0.4 M) SOUTH OF A CARSONITE
 DP0982'WITNESS POST.
 DP0982'
 DP0982'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP0982'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9728 ***********************************************************************
 DO9728  DESIGNATION -  709389 A
 DO9728  PID         -  DO9728
 DO9728  STATE/COUNTY-  FL/POLK
 DO9728  COUNTRY     -  US
 DO9728  USGS QUAD   -  AUBURNDALE (2018)
 DO9728
 DO9728                         *CURRENT SURVEY CONTROL
 DO9728  ______________________________________________________________________
 DO9728* NAD 83(1986) POSITION- 28 04 14.7    (N) 081 49 10.3    (W)   HD_HELD2
 DO9728* NAVD 88 ORTHO HEIGHT -    46.116 (meters)      151.30  (feet) ADJUSTED
 DO9728  ______________________________________________________________________
 DO9728  GEOID HEIGHT    -        -26.606 (meters)                     GEOID18
 DO9728  DYNAMIC HEIGHT  -         46.047 (meters)      151.07  (feet) COMP
 DO9728  MODELED GRAVITY -    979,153.8   (mgal)                       NAVD 88
 DO9728
 DO9728  VERT ORDER      -  SECOND    CLASS I
 DO9728
 DO9728.The horizontal coordinates were established by autonomous hand held GPS
 DO9728.observations and have an estimated accuracy of +/- 10 meters.
 DO9728
 DO9728.The orthometric height was determined by differential leveling and
 DO9728.adjusted by the NATIONAL GEODETIC SURVEY
 DO9728.in January 2014.
 DO9728
 DO9728.No vertical observational check was made to the station.
 DO9728
 DO9728.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9728.GEOID18 height accuracy estimate available here.
 DO9728
 DO9728.Click photographs - Photos may exist for this station.
 DO9728
 DO9728.The dynamic height is computed by dividing the NAVD 88
 DO9728.geopotential number by the normal gravity value computed on the
 DO9728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9728.degrees latitude (g = 980.6199 gals.).
 DO9728
 DO9728.The modeled gravity was interpolated from observed gravity values.
 DO9728
 DO9728;                    North         East    Units  Estimated Accuracy
 DO9728;SPC FL W     -   414,062.      217,739.      MT  (+/- 10 meters HH2 GPS)
 DO9728
 DO9728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1947305310(NAD 83)
 DO9728
 DO9728                          SUPERSEDED SURVEY CONTROL
 DO9728
 DO9728.No superseded survey control is available for this station.
 DO9728
 DO9728_MARKER: DD = SURVEY DISK
 DO9728_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9728_STAMPING: 709389 A 2013
 DO9728_MARK LOGO: SFLWMD
 DO9728_PROJECTION: RECESSED 5 CENTIMETERS
 DO9728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9728+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2021
 DO9728_ROD/PIPE-DEPTH: 7.4 meters
 DO9728
 DO9728  HISTORY     - Date     Condition        Report By
 DO9728  HISTORY     - 20130108 MONUMENTED       FLDEP
 DO9728  HISTORY     - 20211226 GOOD             USPSQD
 DO9728
 DO9728                          STATION DESCRIPTION
 DO9728
 DO9728'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9728'THE MARK IS ABOUT 7.2 MI (11.6 KM) NORTHWEST OF ELOISE, 6.3 MI (10.1
 DO9728'KM) WEST-NORTHWEST OF WINTER HAVEN, 1.9 MI (3.1 KM) WEST-NORTHWEST OF
 DO9728'AUBURNDALE, IN SECTION 4, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9728'
 DO9728'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9728'ROAD 570 (POLK PARKWAY-TOLL ROAD) IN AUBURNDALE, GO EAST ON U.S.
 DO9728'HIGHWAY 92 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF BERKLEY ROAD
 DO9728'(COUNTY ROAD 655) ON THE LEFT AND NEPTUNE ROAD ON THE RIGHT.  TURN
 DO9728'LEFT ON BERKLEY ROAD (COUNTY ROAD 655) AND GO NORTH FOR 0.95 MI (1.5
 DO9728'KM) TO THE INTERSECTION OF GRANADA ROAD.  TURN LEFT ON GRANADA ROAD
 DO9728'AND GO WEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF STOODY AVENUE ON
 DO9728'THE RIGHT, A MONITORING WELL ON THE LEFT AND THE MARK ON THE LEFT, AN
 DO9728'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 24.3 FT (7.4 M) WITH AN
 DO9728'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6
 DO9728'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH GRANADA ROAD.
 DO9728'
 DO9728'LOCATED 33.0 FT (10.1 M) WEST OF THE MONITORING WELL, 32.6 FT (9.9 M)
 DO9728'SOUTH OF THE APPROXIMATE CENTERLINE OF GRANADA ROAD, 30.4 FT (9.3 M)
 DO9728'SOUTH-SOUTHEAST OF SURVEY MARK 709389 B, 15.2 FT (4.6 M)
 DO9728'SOUTH-SOUTHEAST OF A GATED SCHOOL ENTRANCE TO LENA VISTA ELEMENTARY
 DO9728'SCHOOL, 1.4 FT (0.4 M) NORTH OF A 6.0 FT (1.8 M) TALL CHAIN LINK FENCE
 DO9728'AND 1.2 FT (0.4 M) NORTH OF A CARSONITE WITNESS POST.
 DO9728'
 DO9728'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9728'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9728
 DO9728                          STATION RECOVERY (2021)
 DO9728
 DO9728'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLG)
 DO9728'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9729 ***********************************************************************
 DO9729  DESIGNATION -  709389 B
 DO9729  PID         -  DO9729
 DO9729  STATE/COUNTY-  FL/POLK
 DO9729  COUNTRY     -  US
 DO9729  USGS QUAD   -  AUBURNDALE (2018)
 DO9729
 DO9729                         *CURRENT SURVEY CONTROL
 DO9729  ______________________________________________________________________
 DO9729* NAD 83(1986) POSITION- 28 04 15.1    (N) 081 49 10.7    (W)   HD_HELD2
 DO9729* NAVD 88 ORTHO HEIGHT -    46.177 (meters)      151.50  (feet) ADJUSTED
 DO9729  ______________________________________________________________________
 DO9729  GEOID HEIGHT    -        -26.606 (meters)                     GEOID18
 DO9729  DYNAMIC HEIGHT  -         46.108 (meters)      151.27  (feet) COMP
 DO9729  MODELED GRAVITY -    979,153.8   (mgal)                       NAVD 88
 DO9729
 DO9729  VERT ORDER      -  SECOND    CLASS I
 DO9729
 DO9729.The horizontal coordinates were established by autonomous hand held GPS
 DO9729.observations and have an estimated accuracy of +/- 10 meters.
 DO9729
 DO9729.The orthometric height was determined by differential leveling and
 DO9729.adjusted by the NATIONAL GEODETIC SURVEY
 DO9729.in January 2014.
 DO9729
 DO9729.No vertical observational check was made to the station.
 DO9729
 DO9729.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9729.GEOID18 height accuracy estimate available here.
 DO9729
 DO9729.Click photographs - Photos may exist for this station.
 DO9729
 DO9729.The dynamic height is computed by dividing the NAVD 88
 DO9729.geopotential number by the normal gravity value computed on the
 DO9729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9729.degrees latitude (g = 980.6199 gals.).
 DO9729
 DO9729.The modeled gravity was interpolated from observed gravity values.
 DO9729
 DO9729;                    North         East    Units  Estimated Accuracy
 DO9729;SPC FL W     -   414,074.      217,728.      MT  (+/- 10 meters HH2 GPS)
 DO9729
 DO9729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1946205323(NAD 83)
 DO9729
 DO9729                          SUPERSEDED SURVEY CONTROL
 DO9729
 DO9729.No superseded survey control is available for this station.
 DO9729
 DO9729_MARKER: DD = SURVEY DISK
 DO9729_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9729_STAMPING: 709389 B 2013
 DO9729_MARK LOGO: SFLWMD
 DO9729_PROJECTION: RECESSED 3 CENTIMETERS
 DO9729_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9729_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9729+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2021
 DO9729_ROD/PIPE-DEPTH: 9.4 meters
 DO9729
 DO9729  HISTORY     - Date     Condition        Report By
 DO9729  HISTORY     - 20130108 MONUMENTED       FLDEP
 DO9729  HISTORY     - 20211226 GOOD             USPSQD
 DO9729
 DO9729                          STATION DESCRIPTION
 DO9729
 DO9729'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9729'THE MARK IS ABOUT 7.2 MI (11.6 KM) NORTHWEST OF ELOISE, 6.3 MI (10.1
 DO9729'KM) WEST-NORTHWEST OF WINTER HAVEN, 1.9 MI (3.1 KM) WEST-NORTHWEST OF
 DO9729'AUBURNDALE, IN SECTION 4, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9729'
 DO9729'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND COUNTY
 DO9729'ROAD 570 (POLK PARKWAY-TOLL ROAD) IN AUBURNDALE, GO EAST ON U.S.
 DO9729'HIGHWAY 92 FOR 1.05 MI (1.7 KM) TO THE INTERSECTION OF BERKLEY ROAD
 DO9729'(COUNTY ROAD 655) ON THE LEFT AND NEPTUNE ROAD ON THE RIGHT.  TURN
 DO9729'LEFT ON BERKLEY ROAD (COUNTY ROAD 655) AND GO NORTH FOR 0.95 MI (1.5
 DO9729'KM) TO THE INTERSECTION OF GRANADA ROAD.  TURN LEFT ON GRANADA ROAD
 DO9729'AND GO WEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF STOODY AVENUE ON
 DO9729'THE RIGHT, A MONITORING WELL ON THE LEFT AND THE MARK ON THE LEFT, AN
 DO9729'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 30.7 FT (9.4 M) WITH AN
 DO9729'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT (3
 DO9729'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH GRANADA ROAD.
 DO9729'
 DO9729'LOCATED 51.2 FT (15.6 M) NORTH-NORTHWEST OF THE MONITORING WELL, 30.4
 DO9729'FT (9.3 M) NORTH-NORTHWEST OF SURVEY MARK 709389 A, 29.0 FT (8.8 M)
 DO9729'WEST OF THE APPROXIMATE CENTERLINE OF GRANADA ROAD, 13.8 FT (4.2 M)
 DO9729'NORTH-NORTHWEST OF A GATED SCHOOL ENTRANCE TO LENA VISTA ELEMENTARY
 DO9729'SCHOOL, 1.5 FT (0.5 M) SOUTH-SOUTHEAST OF A 6.0 FT (1.8 M) TALL CHAIN
 DO9729'LINK FENCE AND 1.2 FT (0.4 M) NORTH OF A CARSONITE WITNESS POST.
 DO9729'
 DO9729'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9729'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9729
 DO9729                          STATION RECOVERY (2021)
 DO9729
 DO9729'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLG)
 DO9729'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6661 ***********************************************************************
 DK6661  DESIGNATION -  7098 B 7007
 DK6661  PID         -  DK6661
 DK6661  STATE/COUNTY-  FL/BREVARD
 DK6661  COUNTRY     -  US
 DK6661  USGS QUAD   -  SHARPES (2018)
 DK6661
 DK6661                         *CURRENT SURVEY CONTROL
 DK6661  ______________________________________________________________________
 DK6661* NAD 83(1986) POSITION- 28 24 37.     (N) 080 45 19.     (W)   SCALED
 DK6661* NAVD 88 ORTHO HEIGHT -    13.465 (meters)       44.18  (feet) ADJUSTED
 DK6661  ______________________________________________________________________
 DK6661  GEOID HEIGHT    -        -28.148 (meters)                     GEOID18
 DK6661  DYNAMIC HEIGHT  -         13.445 (meters)       44.11  (feet) COMP
 DK6661  MODELED GRAVITY -    979,210.5   (mgal)                       NAVD 88
 DK6661
 DK6661  VERT ORDER      -  FIRST     CLASS II
 DK6661
 DK6661.The horizontal coordinates were scaled from a map and have
 DK6661.an estimated accuracy of +/- 6 seconds.
 DK6661
 DK6661.The orthometric height was determined by differential leveling and
 DK6661.adjusted by the NATIONAL GEODETIC SURVEY
 DK6661.in April 2009.
 DK6661
 DK6661.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6661.GEOID18 height accuracy estimate available here.
 DK6661
 DK6661.Click photographs - Photos may exist for this station.
 DK6661
 DK6661.The dynamic height is computed by dividing the NAVD 88
 DK6661.geopotential number by the normal gravity value computed on the
 DK6661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6661.degrees latitude (g = 980.6199 gals.).
 DK6661
 DK6661.The modeled gravity was interpolated from observed gravity values.
 DK6661
 DK6661;                    North         East    Units  Estimated Accuracy
 DK6661;SPC FL E     -   451,700.      223,980.      MT  (+/- 180 meters Scaled)
 DK6661
 DK6661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM239426(NAD 83)
 DK6661
 DK6661                          SUPERSEDED SURVEY CONTROL
 DK6661
 DK6661.No superseded survey control is available for this station.
 DK6661
 DK6661_STAMPING: 7098 B 7007 BM
 DK6661_MARK LOGO: FLDT
 DK6661_PROJECTION: FLUSH
 DK6661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6661+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2012
 DK6661
 DK6661  HISTORY     - Date     Condition        Report By
 DK6661  HISTORY     - UNK      MONUMENTED       FLDT
 DK6661  HISTORY     - 20060402 GOOD             FLDEP
 DK6661  HISTORY     - 20120730 GOOD             FAMM
 DK6661  HISTORY     - 20120731 GOOD             FAMM
 DK6661  HISTORY     - 20200923 MARK NOT FOUND   GEOCAC
 DK6661
 DK6661                          STATION DESCRIPTION
 DK6661
 DK6661'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6661'THE MARK IS ABOUT 3.0 MI NORTHWEST OF COCOA, 2.6 MI SOUTHEAST OF
 DK6661'SHARPES, IN SECTION 7,  TOWNSHIP 24 SOUTH, RANGE 36 EAST.
 DK6661'
 DK6661'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (NORTH COCOA
 DK6661'BOULEVARD) AND  STATE HIGHWAY 520 (KING STREET) IN COCOA, GO NORTH ON
 DK6661'U.S. HIGHWAY 1 (NORTH COCOA  BOULEVARD) FOR 3.45 MI TO THE STATE
 DK6661'HIGHWAY 528 OVERPASS, CONTINUE NORTHWEST ON U.S.  HIGHWAY 1 FOR 0.7 MI
 DK6661'TO THE JUNCTION OF CIDCO ROAD ON THE LEFT AND THE MARK ON THE LEFT,  A
 DK6661'PREFABRICATED CONCRETE POST IMBEDDED IN THE GROUND, FLUSH WITH THE
 DK6661'GROUND AND  ABOUT LEVEL WITH U.S. HIGHWAY 1 SOUTHBOUND LANES.
 DK6661'
 DK6661'LOCATED 52.7 FT SOUTH OF THE CENTERLINE OF CIDCO ROAD, 45.0 FT WEST OF
 DK6661'U.S. HIGHWAY 1  SOUTHBOUND LANES, 9.3 FT NORTH OF THE NORTHEAST CORNER
 DK6661'OF A 6.0 FT TALL CHAINLINK FENCE,  9.0 FT SOUTHWEST OF POWER POLE
 DK6661'NUMBER 47546842800 WITH ONE LIGHT AND ONE GUY WIRE  ATTACHED AND 1.5
 DK6661'FT NORTH OF A FLDT WITNESS POST.
 DK6661'
 DK6661'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DK6661'MONUMENT.
 DK6661
 DK6661                          STATION RECOVERY (2012)
 DK6661
 DK6661'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2012 (MRY)
 DK6661'RECOVERED IN GOOD CONDITION.
 DK6661
 DK6661                          STATION RECOVERY (2012)
 DK6661
 DK6661'RECOVERY NOTE BY FUGRO AERIAL AND MOBILE MAPPING INC 2012
 DK6661'RECOVERED IN GOOD CONDITION.
 DK6661
 DK6661                          STATION RECOVERY (2020)
 DK6661
 DK6661'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6661'THE AREA HAS BEEN REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7108 ***********************************************************************
 AF7108  DESIGNATION -  71.00
 AF7108  PID         -  AF7108
 AF7108  STATE/COUNTY-  FL/OSCEOLA
 AF7108  COUNTRY     -  US
 AF7108  USGS QUAD   -  LAKE MARIAN NW (2018)
 AF7108
 AF7108                         *CURRENT SURVEY CONTROL
 AF7108  ______________________________________________________________________
 AF7108* NAD 83(1986) POSITION- 27 56 05.5    (N) 081 07 37.4    (W)   HD_HELD2
 AF7108* NAVD 88 ORTHO HEIGHT -    21.356 (meters)       70.07  (feet) ADJUSTED
 AF7108  ______________________________________________________________________
 AF7108  GEOID HEIGHT    -        -27.440 (meters)                     GEOID18
 AF7108  DYNAMIC HEIGHT  -         21.324 (meters)       69.96  (feet) COMP
 AF7108  MODELED GRAVITY -    979,145.2   (mgal)                       NAVD 88
 AF7108
 AF7108  VERT ORDER      -  SECOND    CLASS II
 AF7108
 AF7108.The horizontal coordinates were established by autonomous hand held GPS
 AF7108.observations and have an estimated accuracy of +/- 10 meters.
 AF7108
 AF7108.The orthometric height was determined by differential leveling and
 AF7108.adjusted by the NATIONAL GEODETIC SURVEY
 AF7108.in June 1991.
 AF7108
 AF7108.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7108.GEOID18 height accuracy estimate available here.
 AF7108
 AF7108.Click photographs - Photos may exist for this station.
 AF7108
 AF7108.The dynamic height is computed by dividing the NAVD 88
 AF7108.geopotential number by the normal gravity value computed on the
 AF7108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7108.degrees latitude (g = 980.6199 gals.).
 AF7108
 AF7108.The modeled gravity was interpolated from observed gravity values.
 AF7108
 AF7108;                    North         East    Units  Estimated Accuracy
 AF7108;SPC FL E     -   398,997.      187,496.      MT  (+/- 10 meters HH2 GPS)
 AF7108
 AF7108_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML8750089993(NAD 83)
 AF7108
 AF7108                          SUPERSEDED SURVEY CONTROL
 AF7108
 AF7108  NGVD 29 (09/01/92)   21.725  (m)           71.28   (f) ADJUSTED    2 2
 AF7108
 AF7108.Superseded values are not recommended for survey control.
 AF7108
 AF7108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7108.See file dsdata.pdf to determine how the superseded data were derived.
 AF7108
 AF7108_MARKER: DB = BENCH MARK DISK
 AF7108_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF7108_SP_SET: CULVERT HEADWALL
 AF7108_STAMPING: 71.00
 AF7108_MARK LOGO: FLDT
 AF7108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7108+STABILITY: SURFACE MOTION
 AF7108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7108+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2024
 AF7108
 AF7108  HISTORY     - Date     Condition        Report By
 AF7108  HISTORY     - UNK      MONUMENTED       FLDT
 AF7108  HISTORY     - 1983     GOOD             FLDNR
 AF7108  HISTORY     - 20050430 GOOD             GEOCAC
 AF7108  HISTORY     - 20240807 GOOD             GEOCAC
 AF7108
 AF7108                          STATION DESCRIPTION
 AF7108
 AF7108'DESCRIBED BY FL DEPT OF NAT RES 1983
 AF7108'9.75 MI WNW FROM KENANSVILLE.
 AF7108'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 523
 AF7108'(CANOE CREEK ROAD) IN KENANSVILLE, GO 9.75 MILES NORTH AND WEST
 AF7108'ALONG STATE ROAD 523 TO THE MARK.
 AF7108'THE MARK IS SET FLUSH IN A CONCRETE CULVERT.  THE MARK BEARS 19.9
 AF7108'FEET EAST-NORTHEAST OF STATE ROAD 523, 11.3 FEET NORTH-NORTHWEST
 AF7108'OF THE SOUTHEAST END OF THE CULVERT, AND 30.0 FEET SOUTH-SOUTHEAST
 AF7108'OF THE NORTHWEST END OF THE CULVERT.
 AF7108'THE MARK IS ABOUT LEVEL WITH GROUND.
 AF7108
 AF7108                          STATION RECOVERY (2005)
 AF7108
 AF7108'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AF7108'RECOVERED IN GOOD CONDITION.
 AF7108
 AF7108                          STATION RECOVERY (2024)
 AF7108
 AF7108'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 AF7108'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7107 ***********************************************************************
 AF7107  DESIGNATION -  71.68
 AF7107  PID         -  AF7107
 AF7107  STATE/COUNTY-  FL/OSCEOLA
 AF7107  COUNTRY     -  US
 AF7107  USGS QUAD   -  LAKE MARIAN NW (2018)
 AF7107
 AF7107                         *CURRENT SURVEY CONTROL
 AF7107  ______________________________________________________________________
 AF7107* NAD 83(1986) POSITION- 27 56 56.3    (N) 081 08 13.6    (W)   HD_HELD2
 AF7107* NAVD 88 ORTHO HEIGHT -    21.586 (meters)       70.82  (feet) ADJUSTED
 AF7107  ______________________________________________________________________
 AF7107  GEOID HEIGHT    -        -27.480 (meters)                     GEOID18
 AF7107  DYNAMIC HEIGHT  -         21.554 (meters)       70.72  (feet) COMP
 AF7107  MODELED GRAVITY -    979,145.3   (mgal)                       NAVD 88
 AF7107
 AF7107  VERT ORDER      -  SECOND    CLASS II
 AF7107
 AF7107.The horizontal coordinates were established by autonomous hand held GPS
 AF7107.observations and have an estimated accuracy of +/- 10 meters.
 AF7107
 AF7107.The orthometric height was determined by differential leveling and
 AF7107.adjusted by the NATIONAL GEODETIC SURVEY
 AF7107.in June 1991.
 AF7107
 AF7107.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7107.GEOID18 height accuracy estimate available here.
 AF7107
 AF7107.Click photographs - Photos may exist for this station.
 AF7107
 AF7107.The dynamic height is computed by dividing the NAVD 88
 AF7107.geopotential number by the normal gravity value computed on the
 AF7107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7107.degrees latitude (g = 980.6199 gals.).
 AF7107
 AF7107.The modeled gravity was interpolated from observed gravity values.
 AF7107
 AF7107;                    North         East    Units  Estimated Accuracy
 AF7107;SPC FL E     -   400,562.      186,508.      MT  (+/- 10 meters HH2 GPS)
 AF7107
 AF7107_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML8651291557(NAD 83)
 AF7107
 AF7107                          SUPERSEDED SURVEY CONTROL
 AF7107
 AF7107  NGVD 29 (09/01/92)   21.955  (m)           72.03   (f) ADJUSTED    2 2
 AF7107
 AF7107.Superseded values are not recommended for survey control.
 AF7107
 AF7107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7107.See file dsdata.pdf to determine how the superseded data were derived.
 AF7107
 AF7107_MARKER: DB = BENCH MARK DISK
 AF7107_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF7107_SP_SET: CULVERT HEADWALL
 AF7107_STAMPING: 71.68
 AF7107_MARK LOGO: FLDT
 AF7107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7107+STABILITY: SURFACE MOTION
 AF7107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7107+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2024
 AF7107
 AF7107  HISTORY     - Date     Condition        Report By
 AF7107  HISTORY     - UNK      MONUMENTED       FLDT
 AF7107  HISTORY     - 1983     GOOD             FLDNR
 AF7107  HISTORY     - 20030205 GOOD             USPSQD
 AF7107  HISTORY     - 20240807 GOOD             GEOCAC
 AF7107
 AF7107                          STATION DESCRIPTION
 AF7107
 AF7107'DESCRIBED BY FL DEPT OF NAT RES 1983
 AF7107'10.9 MI WNW FROM KENANSVILLE.
 AF7107'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 523
 AF7107'(CANOE CREEK ROAD) IN KENANSVILLE, GO 10.9 MILES NORTH AND WEST
 AF7107'ALONG STATE ROAD 523 TO THE MARK.
 AF7107'THE MARK IS SET FLUSH IN A CONCRETE CULVERT.  THE MARK BEARS 21.3
 AF7107'FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD 523, 9.8 FEET
 AF7107'NORTHWEST OF THE SOUTHEAST END OF THE CULVERT, AND 30.3 FEET
 AF7107'SOUTHEAST OF THE NORTHEAST END OF THE CULVERT.
 AF7107'THE MARK IS ABOUT LEVEL WITH GROUND.
 AF7107
 AF7107                          STATION RECOVERY (2003)
 AF7107
 AF7107'RECOVERY NOTE BY US POWER SQUADRON 2003 (AFA)
 AF7107'RECOVERED IN GOOD CONDITION.
 AF7107
 AF7107                          STATION RECOVERY (2024)
 AF7107
 AF7107'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 AF7107'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8387 ***********************************************************************
 DO8387  DESIGNATION -  710 MC
 DO8387  PID         -  DO8387
 DO8387  STATE/COUNTY-  FL/MARTIN
 DO8387  COUNTRY     -  US
 DO8387  USGS QUAD   -  INDIANTOWN (2018)
 DO8387
 DO8387                         *CURRENT SURVEY CONTROL
 DO8387  ______________________________________________________________________
 DO8387* NAD 83(1986) POSITION- 27 01 43.3    (N) 080 28 45.8    (W)   HD_HELD2
 DO8387* NAVD 88 ORTHO HEIGHT -    10.470 (meters)       34.35  (feet) ADJUSTED
 DO8387  ______________________________________________________________________
 DO8387  GEOID HEIGHT    -        -26.676 (meters)                     GEOID18
 DO8387  DYNAMIC HEIGHT  -         10.454 (meters)       34.30  (feet) COMP
 DO8387  MODELED GRAVITY -    979,091.2   (mgal)                       NAVD 88
 DO8387
 DO8387  VERT ORDER      -  FIRST     CLASS II
 DO8387
 DO8387.The horizontal coordinates were established by autonomous hand held GPS
 DO8387.observations and have an estimated accuracy of +/- 10 meters.
 DO8387
 DO8387.The orthometric height was determined by differential leveling and
 DO8387.adjusted by the NATIONAL GEODETIC SURVEY
 DO8387.in September 2013.
 DO8387
 DO8387.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8387.GEOID18 height accuracy estimate available here.
 DO8387
 DO8387.Click photographs - Photos may exist for this station.
 DO8387
 DO8387.The dynamic height is computed by dividing the NAVD 88
 DO8387.geopotential number by the normal gravity value computed on the
 DO8387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8387.degrees latitude (g = 980.6199 gals.).
 DO8387
 DO8387.The modeled gravity was interpolated from observed gravity values.
 DO8387
 DO8387;                    North         East    Units  Estimated Accuracy
 DO8387;SPC FL E     -   298,690.      251,657.      MT  (+/- 10 meters HH2 GPS)
 DO8387
 DO8387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK5163989720(NAD 83)
 DO8387
 DO8387                          SUPERSEDED SURVEY CONTROL
 DO8387
 DO8387.No superseded survey control is available for this station.
 DO8387
 DO8387_MARKER: DD = SURVEY DISK
 DO8387_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO8387_SP_SET: SIDEWALK
 DO8387_STAMPING: MARTIN CO. 710 M.C.
 DO8387_MARK LOGO: FL-085
 DO8387_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO8387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO8387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8387+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2023
 DO8387
 DO8387  HISTORY     - Date     Condition        Report By
 DO8387  HISTORY     - UNK      MONUMENTED       FL-085
 DO8387  HISTORY     - 20110803 GOOD             FLDEP
 DO8387  HISTORY     - 20231113 GOOD             GEOCAC
 DO8387
 DO8387                          STATION DESCRIPTION
 DO8387
 DO8387'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DO8387'THE MARK IS ABOUT 18.3 MI (29.4 KM) WEST-NORTHWEST OF ROOD, 16.3 MI
 DO8387'(26.2 KM) SOUTHWEST OF PALM CITY, 15.0 MI (24.1 KM) NORTHEAST OF
 DO8387'BRYANT, IN SECTION 6, TOWNSHIP 40 SOUTH, RANGE 39 EAST.
 DO8387'
 DO8387'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 710 (SOUTHWEST
 DO8387'WARFIELD BOULEVARD) AND COUNTY ROAD 609 (ALLAPATTAH ROAD) IN
 DO8387'INDIANTOWN, GO SOUTH ON STATE HIGHWAY 710 (SOUTHWEST WARFIELD
 DO8387'BOULEVARD) FOR 0.2 MI (0.3 KM) TO THE ENTRANCE ROAD TO THE INDIANTOWN
 DO8387'COURT HOUSE ANNEX AND THE INDIANTOWN FIRE DEPARTMENT AT ADDRESS 16550
 DO8387'STATE HIGHWAY 710 (SOUTHWEST WARFIELD BOULEVARD) AND THE MARK IN THE
 DO8387'FRONT OF THE COURT HOUSE ANNEX, SET FLUSH IN THE SIDEWALK AT THE BASE
 DO8387'OF THE FLAG POLE.
 DO8387'
 DO8387'LOCATED 81.0 FT (24.7 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DO8387'STATE ROAD 710, 69.0 FT (21.0 M) SOUTH-SOUTHEAST OF A UTILITY POLE
 DO8387'NUMBER 5345-9293, 52.7 FT (16.1 M) SOUTHWEST OF A STEEL GUARD RAIL,
 DO8387'9.6 FT (2.9 M) NORTHEAST OF THE NORTHWEST CORNER POST FOR THE
 DO8387'INDIANTOWN COURT HOUSE ANNEX AND 0.7 FT (21 CM) NORTHEAST OF A FLAG
 DO8387'POLE SET IN THE BASE.
 DO8387
 DO8387                          STATION RECOVERY (2023)
 DO8387
 DO8387'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DO8387'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9130 ***********************************************************************
 DO9130  DESIGNATION -  716713
 DO9130  PID         -  DO9130
 DO9130  STATE/COUNTY-  FL/POLK
 DO9130  COUNTRY     -  US
 DO9130  USGS QUAD   -  BARTOW (2018)
 DO9130
 DO9130                         *CURRENT SURVEY CONTROL
 DO9130  ______________________________________________________________________
 DO9130* NAD 83(1986) POSITION- 27 54 40.7    (N) 081 45 41.6    (W)   HD_HELD2
 DO9130* NAVD 88 ORTHO HEIGHT -    33.001 (meters)      108.27  (feet) ADJUSTED
 DO9130  ______________________________________________________________________
 DO9130  GEOID HEIGHT    -        -26.167 (meters)                     GEOID18
 DO9130  DYNAMIC HEIGHT  -         32.952 (meters)      108.11  (feet) COMP
 DO9130  MODELED GRAVITY -    979,163.3   (mgal)                       NAVD 88
 DO9130
 DO9130  VERT ORDER      -  FIRST     CLASS II
 DO9130
 DO9130.The horizontal coordinates were established by autonomous hand held GPS
 DO9130.observations and have an estimated accuracy of +/- 10 meters.
 DO9130
 DO9130.The orthometric height was determined by differential leveling and
 DO9130.adjusted by the NATIONAL GEODETIC SURVEY
 DO9130.in December 2013.
 DO9130
 DO9130.No vertical observational check was made to the station.
 DO9130
 DO9130.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9130.GEOID18 height accuracy estimate available here.
 DO9130
 DO9130.Click photographs - Photos may exist for this station.
 DO9130
 DO9130.The dynamic height is computed by dividing the NAVD 88
 DO9130.geopotential number by the normal gravity value computed on the
 DO9130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9130.degrees latitude (g = 980.6199 gals.).
 DO9130
 DO9130.The modeled gravity was interpolated from observed gravity values.
 DO9130
 DO9130;                    North         East    Units  Estimated Accuracy
 DO9130;SPC FL W     -   396,403.      223,472.      MT  (+/- 10 meters HH2 GPS)
 DO9130
 DO9130_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2505987610(NAD 83)
 DO9130
 DO9130                          SUPERSEDED SURVEY CONTROL
 DO9130
 DO9130.No superseded survey control is available for this station.
 DO9130
 DO9130_MARKER: DD = SURVEY DISK
 DO9130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9130_STAMPING: SID 716713 2008
 DO9130_MARK LOGO: SWFWMD
 DO9130_PROJECTION: RECESSED 8 CENTIMETERS
 DO9130_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9130+STABILITY: SURFACE MOTION
 DO9130_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9130+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2012
 DO9130
 DO9130  HISTORY     - Date     Condition        Report By
 DO9130  HISTORY     - 2008     MONUMENTED       SWFWMD
 DO9130  HISTORY     - 20120719 GOOD             FLDEP
 DO9130
 DO9130                          STATION DESCRIPTION
 DO9130
 DO9130'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9130'THE MARK IS ABOUT 5.9 MI (9.5 KM) SOUTH-SOUTHWEST OF ELOISE, 5.1 MI
 DO9130'(8.2 KM) EAST-NORTHEAST OF BARTOW, 3.9 MI (6.3 KM) NORTHWEST OF
 DO9130'ALTURAS, IN SECTION 36, TOWNSHIP 29 SOUTH, RANGE 25 EAST.
 DO9130'
 DO9130'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, STATE
 DO9130'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE ON THE EAST
 DO9130'SIDE OF BARTOW, GO EAST ON FLAMINGO DRIVE FOR 0.6 MI (1.0 KM) TO THE
 DO9130'JUNCTION OF STATE ROAD 60 ON THE RIGHT.  TURN RIGHT ON STATE ROAD 60
 DO9130'AND GO EAST FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF L M PIT ROAD ON THE
 DO9130'LEFT.  TURN LEFT ON L M PIT ROAD AND GO NORTH FOR 0.1 MI (0.2 KM) TO
 DO9130'THE MARK ON THE LEFT, SET IN THE TOP OF ROUND CONCRETE MONUMENT
 DO9130'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15
 DO9130'CM) ABOVE THE LEVEL OF L M ROAD.
 DO9130'
 DO9130'LOCATED 38.3 FT (11.7 M) NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE
 DO9130'OF L M PIT ROAD, 14.9 FT (4.5 M) SOUTH-SOUTHWEST OF SURVEY MARK SID
 DO9130'716713, 2.2 FT (0.7 M) SOUTH OF WATER MONITORING WELL 716713, 1.7 FT
 DO9130'(0.5 M) SOUTH OF THE SOUTHEAST CORNER OF CHAIN LINK FENCE AND 1.3 FT
 DO9130'(0.4 M) WEST OF CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9131 ***********************************************************************
 DO9131  DESIGNATION -  716713 A
 DO9131  PID         -  DO9131
 DO9131  STATE/COUNTY-  FL/POLK
 DO9131  COUNTRY     -  US
 DO9131  USGS QUAD   -  BARTOW (2018)
 DO9131
 DO9131                         *CURRENT SURVEY CONTROL
 DO9131  ______________________________________________________________________
 DO9131* NAD 83(1986) POSITION- 27 54 40.8    (N) 081 45 41.6    (W)   HD_HELD2
 DO9131* NAVD 88 ORTHO HEIGHT -    32.973 (meters)      108.18  (feet) ADJUSTED
 DO9131  ______________________________________________________________________
 DO9131  GEOID HEIGHT    -        -26.167 (meters)                     GEOID18
 DO9131  DYNAMIC HEIGHT  -         32.924 (meters)      108.02  (feet) COMP
 DO9131  MODELED GRAVITY -    979,163.3   (mgal)                       NAVD 88
 DO9131
 DO9131  VERT ORDER      -  FIRST     CLASS II
 DO9131
 DO9131.The horizontal coordinates were established by autonomous hand held GPS
 DO9131.observations and have an estimated accuracy of +/- 10 meters.
 DO9131
 DO9131.The orthometric height was determined by differential leveling and
 DO9131.adjusted by the NATIONAL GEODETIC SURVEY
 DO9131.in December 2013.
 DO9131
 DO9131.No vertical observational check was made to the station.
 DO9131
 DO9131.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9131.GEOID18 height accuracy estimate available here.
 DO9131
 DO9131.Click photographs - Photos may exist for this station.
 DO9131
 DO9131.The dynamic height is computed by dividing the NAVD 88
 DO9131.geopotential number by the normal gravity value computed on the
 DO9131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9131.degrees latitude (g = 980.6199 gals.).
 DO9131
 DO9131.The modeled gravity was interpolated from observed gravity values.
 DO9131
 DO9131;                    North         East    Units  Estimated Accuracy
 DO9131;SPC FL W     -   396,406.      223,472.      MT  (+/- 10 meters HH2 GPS)
 DO9131
 DO9131_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2505987613(NAD 83)
 DO9131
 DO9131                          SUPERSEDED SURVEY CONTROL
 DO9131
 DO9131.No superseded survey control is available for this station.
 DO9131
 DO9131_MARKER: DD = SURVEY DISK
 DO9131_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9131_STAMPING: 716713 A 2012
 DO9131_MARK LOGO: SWFWMD
 DO9131_PROJECTION: RECESSED 10 CENTIMETERS
 DO9131_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9131_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9131_ROD/PIPE-DEPTH: 6.1 meters
 DO9131
 DO9131  HISTORY     - Date     Condition        Report By
 DO9131  HISTORY     - 20120929 MONUMENTED       FLDEP
 DO9131
 DO9131                          STATION DESCRIPTION
 DO9131
 DO9131'DESCRIBED BY FL DEPT OF ENV PRO 2012 (PBM)
 DO9131'THE MARK IS ABOUT 5.9 MI (9.5 KM) SOUTH-SOUTHWEST OF ELOISE, 5.1 MI
 DO9131'(8.2 KM) EAST-NORTHEAST OF BARTOW, 3.9 MI (6.3 KM) NORTHWEST OF
 DO9131'ALTURAS, IN SECTION 36, TOWNSHIP 29 SOUTH, RANGE 25 EAST.
 DO9131'
 DO9131'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, STATE
 DO9131'BUSINESS ROUTE 60 (EAST MAIN STREET) AND FLAMINGO DRIVE ON THE EAST
 DO9131'SIDE OF BARTOW, GO EAST ON FLAMINGO DRIVE FOR 0.6 MI (1.0 KM) TO THE
 DO9131'JUNCTION OF STATE ROAD 60 ON THE RIGHT.  TURN RIGHT ON STATE ROAD 60
 DO9131'AND GO EAST FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF L M PIT ROAD ON THE
 DO9131'LEFT.  TURN LEFT ON L M PIT ROAD AND GO NORTH FOR 0.1 MI (0.2 KM) TO
 DO9131'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO9131'20.0 FT (6.1 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH
 DO9131'(10 CM) PVC PIPE, RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE
 DO9131'GROUND AND 0.8 FT (24 CM) BELOW THE LEVEL OF L M PIT ROAD.
 DO9131'
 DO9131'LOCATED 15.0 FT (4.6 M) WEST OF THE EXTENDED CENTERLINE OF L M PIT
 DO9131'ROAD, 14.6 FT (4.5 M) NORTHEAST OF SURVEY MARK SID 716713, 14.2 FT
 DO9131'(4.3 M) NORTHEAST OF WATER MENTORING WELL 716713, 12.5 FT (3.8 M) EAST
 DO9131'OF A FENCE CORNER, 9.8 FT (3.0 M) NORTHEAST OF THE NORTHEAST CORNER OF
 DO9131'A CHAIN LINK FENCE AND 1.3 FT (0.4 M) SOUTH OF A CARSONITE WITNESS
 DO9131'POST.
 DO9131'
 DO9131'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9131'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9333 ***********************************************************************
 DO9333  DESIGNATION -  716714
 DO9333  PID         -  DO9333
 DO9333  STATE/COUNTY-  FL/POLK
 DO9333  COUNTRY     -  US
 DO9333  USGS QUAD   -  LAKELAND (2018)
 DO9333
 DO9333                         *CURRENT SURVEY CONTROL
 DO9333  ______________________________________________________________________
 DO9333* NAD 83(1986) POSITION- 28 04 25.4    (N) 081 52 44.0    (W)   HD_HELD2
 DO9333* NAVD 88 ORTHO HEIGHT -    34.930 (meters)      114.60  (feet) ADJUSTED
 DO9333  ______________________________________________________________________
 DO9333  GEOID HEIGHT    -        -26.471 (meters)                     GEOID18
 DO9333  DYNAMIC HEIGHT  -         34.878 (meters)      114.43  (feet) COMP
 DO9333  MODELED GRAVITY -    979,159.1   (mgal)                       NAVD 88
 DO9333
 DO9333  VERT ORDER      -  SECOND    CLASS I
 DO9333
 DO9333.The horizontal coordinates were established by autonomous hand held GPS
 DO9333.observations and have an estimated accuracy of +/- 10 meters.
 DO9333
 DO9333.The orthometric height was determined by differential leveling and
 DO9333.adjusted by the NATIONAL GEODETIC SURVEY
 DO9333.in January 2014.
 DO9333
 DO9333.No vertical observational check was made to the station.
 DO9333
 DO9333.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9333.GEOID18 height accuracy estimate available here.
 DO9333
 DO9333.Click photographs - Photos may exist for this station.
 DO9333
 DO9333.The dynamic height is computed by dividing the NAVD 88
 DO9333.geopotential number by the normal gravity value computed on the
 DO9333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9333.degrees latitude (g = 980.6199 gals.).
 DO9333
 DO9333.The modeled gravity was interpolated from observed gravity values.
 DO9333
 DO9333;                    North         East    Units  Estimated Accuracy
 DO9333;SPC FL W     -   414,384.      211,904.      MT  (+/- 10 meters HH2 GPS)
 DO9333
 DO9333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1364205680(NAD 83)
 DO9333
 DO9333                          SUPERSEDED SURVEY CONTROL
 DO9333
 DO9333.No superseded survey control is available for this station.
 DO9333
 DO9333_MARKER: DD = SURVEY DISK
 DO9333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9333_STAMPING: SID 716714 2008
 DO9333_MARK LOGO: SWFWMD
 DO9333_PROJECTION: FLUSH
 DO9333_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9333+STABILITY: SURFACE MOTION
 DO9333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9333+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 DO9333
 DO9333  HISTORY     - Date     Condition        Report By
 DO9333  HISTORY     - 2008     MONUMENTED       SWFWMD
 DO9333  HISTORY     - 20120801 GOOD             FLDEP
 DO9333
 DO9333                          STATION DESCRIPTION
 DO9333
 DO9333'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9333'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF PROVIDENCE, 5.5 MI
 DO9333'(8.8 KM) WEST OF AUBURNDALE AND 5.0 MI (8.0 KM) EAST-NORTHEAST OF
 DO9333'LAKELAND, IN SECTION 2, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9333'
 DO9333'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND NORTH
 DO9333'COMBEE ROAD (STATE ROAD 659) IN CRYSTAL LAKE, GO NORTH ON NORTH COMBEE
 DO9333'FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF SADDLE CREEK ROAD ON THE RIGHT.
 DO9333'TURN RIGHT ON SADDLE CREEK ROAD AND GO EAST FOR 1.8 MI (2.9 KM) TO THE
 DO9333'MARK ON THE LEFT, SET IN THE TOP A ROUND CONCRETE MONUMENT FLUSH WITH
 DO9333'THE GROUND AND 0.8 FT (24 CM) BELOW THE LEVEL OF SADDLE CREEK ROAD.
 DO9333'
 DO9333'LOCATED 82.5 FT (25.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF SADDLE
 DO9333'CREEK ROAD, 30.8 FT (9.4 M) WEST OF THE APPROXIMATE CENTERLINE OF A
 DO9333'SAND ROAD, 19.4 FT (5.9 M) SOUTHEAST OF SURVEY MARK 716714 B, 2.7 FT
 DO9333'(0.8 M) EAST OF A WELL HEAD AND 1.6 FT (0.5 M) NORTH OF A CARSONITE
 DO9333'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9332 ***********************************************************************
 DO9332  DESIGNATION -  716714 B
 DO9332  PID         -  DO9332
 DO9332  STATE/COUNTY-  FL/POLK
 DO9332  COUNTRY     -  US
 DO9332  USGS QUAD   -  LAKELAND (2018)
 DO9332
 DO9332                         *CURRENT SURVEY CONTROL
 DO9332  ______________________________________________________________________
 DO9332* NAD 83(1986) POSITION- 28 04 25.4    (N) 081 52 44.1    (W)   HD_HELD2
 DO9332* NAVD 88 ORTHO HEIGHT -    34.819 (meters)      114.24  (feet) ADJUSTED
 DO9332  ______________________________________________________________________
 DO9332  GEOID HEIGHT    -        -26.471 (meters)                     GEOID18
 DO9332  DYNAMIC HEIGHT  -         34.767 (meters)      114.06  (feet) COMP
 DO9332  MODELED GRAVITY -    979,159.1   (mgal)                       NAVD 88
 DO9332
 DO9332  VERT ORDER      -  SECOND    CLASS I
 DO9332
 DO9332.The horizontal coordinates were established by autonomous hand held GPS
 DO9332.observations and have an estimated accuracy of +/- 10 meters.
 DO9332
 DO9332.The orthometric height was determined by differential leveling and
 DO9332.adjusted by the NATIONAL GEODETIC SURVEY
 DO9332.in January 2014.
 DO9332
 DO9332.No vertical observational check was made to the station.
 DO9332
 DO9332.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9332.GEOID18 height accuracy estimate available here.
 DO9332
 DO9332.Click photographs - Photos may exist for this station.
 DO9332
 DO9332.The dynamic height is computed by dividing the NAVD 88
 DO9332.geopotential number by the normal gravity value computed on the
 DO9332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9332.degrees latitude (g = 980.6199 gals.).
 DO9332
 DO9332.The modeled gravity was interpolated from observed gravity values.
 DO9332
 DO9332;                    North         East    Units  Estimated Accuracy
 DO9332;SPC FL W     -   414,384.      211,901.      MT  (+/- 10 meters HH2 GPS)
 DO9332
 DO9332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM1363905680(NAD 83)
 DO9332
 DO9332                          SUPERSEDED SURVEY CONTROL
 DO9332
 DO9332.No superseded survey control is available for this station.
 DO9332
 DO9332_MARKER: DD = SURVEY DISK
 DO9332_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO9332+WITH SETTING: INFORMATION.
 DO9332_STAMPING: 716714 B
 DO9332_MARK LOGO: SWFWMD
 DO9332_PROJECTION: RECESSED 3 CENTIMETERS
 DO9332_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9332+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2012
 DO9332_ROD/PIPE-DEPTH: 2.7 meters
 DO9332
 DO9332  HISTORY     - Date     Condition        Report By
 DO9332  HISTORY     - 20120801 MONUMENTED       FLDEP
 DO9332
 DO9332                          STATION DESCRIPTION
 DO9332
 DO9332'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9332'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF PROVIDENCE, 5.5 MI
 DO9332'(8.8 KM) WEST OF AUBURNDALE, 5.0 MI (8.0 KM) EAST-NORTHEAST OF
 DO9332'LAKELAND, IN SECTION 2, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9332'
 DO9332'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND NORTH
 DO9332'COMBEE ROAD (STATE ROAD 659) IN CRYSTAL LAKE, GO NORTH ON NORTH COMBEE
 DO9332'FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF SADDLE CREEK ROAD ON THE RIGHT.
 DO9332'TURN RIGHT ON SADDLE CREEK ROAD AND GO EAST FOR 1.8 MI (2.9 KM) TO THE
 DO9332'MARK ON THE LEFT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH
 DO9332'OF 8.7 FT (2.7 M) ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.1 FT
 DO9332'(3 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE
 DO9332'LEVEL OF SADDLE CREEK ROAD.
 DO9332'
 DO9332'LOCATED 86.5 FT (26.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF SADDLE
 DO9332'CREEK ROAD, 46.8 FT (14.3 M) WEST OF THE APPROXIMATE CENTERLINE OF A
 DO9332'SAND ROAD, 19.4 FT (5.9 M) NORTHWEST OF SURVEY MARK 716714, 18.0 FT
 DO9332'(5.5 M) NORTH-NORTHWEST OF A WELL HEAD, 1.1 FT (0.3 M) NORTH OF A
 DO9332'CARSONITE WITNESS POST.
 DO9332'
 DO9332'NOTE A MAGNET WAS FACTORY INSTALLED IN THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4043 ***********************************************************************
 DP4043  DESIGNATION -  716755 A
 DP4043  PID         -  DP4043
 DP4043  STATE/COUNTY-  FL/HIGHLANDS
 DP4043  COUNTRY     -  US
 DP4043  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP4043
 DP4043                         *CURRENT SURVEY CONTROL
 DP4043  ______________________________________________________________________
 DP4043* NAD 83(1986) POSITION- 27 15 32.5    (N) 081 23 01.5    (W)   HD_HELD2
 DP4043* NAVD 88 ORTHO HEIGHT -    28.743 (meters)       94.30  (feet) ADJUSTED
 DP4043  ______________________________________________________________________
 DP4043  GEOID HEIGHT    -        -25.139 (meters)                     GEOID18
 DP4043  DYNAMIC HEIGHT  -         28.700 (meters)       94.16  (feet) COMP
 DP4043  MODELED GRAVITY -    979,135.9   (mgal)                       NAVD 88
 DP4043
 DP4043  VERT ORDER      -  FIRST     CLASS II
 DP4043
 DP4043.The horizontal coordinates were established by autonomous hand held GPS
 DP4043.observations and have an estimated accuracy of +/- 10 meters.
 DP4043
 DP4043.The orthometric height was determined by differential leveling and
 DP4043.adjusted by the NATIONAL GEODETIC SURVEY
 DP4043.in December 2014.
 DP4043
 DP4043.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4043.GEOID18 height accuracy estimate available here.
 DP4043
 DP4043.Click photographs - Photos may exist for this station.
 DP4043
 DP4043.The dynamic height is computed by dividing the NAVD 88
 DP4043.geopotential number by the normal gravity value computed on the
 DP4043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4043.degrees latitude (g = 980.6199 gals.).
 DP4043
 DP4043.The modeled gravity was interpolated from observed gravity values.
 DP4043
 DP4043;                    North         East    Units  Estimated Accuracy
 DP4043;SPC FL E     -   324,162.      162,001.      MT  (+/- 10 meters HH2 GPS)
 DP4043
 DP4043_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6201315183(NAD 83)
 DP4043
 DP4043                          SUPERSEDED SURVEY CONTROL
 DP4043
 DP4043.No superseded survey control is available for this station.
 DP4043
 DP4043_MARKER: DD = SURVEY DISK
 DP4043_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4043_STAMPING: 716755 A 2013
 DP4043_MARK LOGO: SFLWMD
 DP4043_PROJECTION: RECESSED 5 CENTIMETERS
 DP4043_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4043+STABILITY: SURFACE MOTION
 DP4043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4043+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4043_ROD/PIPE-DEPTH: 20.9 meters
 DP4043
 DP4043  HISTORY     - Date     Condition        Report By
 DP4043  HISTORY     - 20130913 MONUMENTED       FLDEP
 DP4043  HISTORY     - 20220821 GOOD             GEOCAC
 DP4043
 DP4043                          STATION DESCRIPTION
 DP4043
 DP4043'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4043'THE MARK IS ABOUT 13.3 MI (21.4 KM) NORTH OF VENUS, 4.2 MI (6.8 KM)
 DP4043'NORTHWEST OF CHILDS, 2.7 MI (4.3 KM) SOUTH-SOUTHWEST OF LAKE PLACID,
 DP4043'IN SECTION 14, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4043'
 DP4043'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4043'HIGHWAY 27 IN BEARS DEN, GO NORTH ON U.S. HIGHWAY 27 FOR 4.95 MI (8.0
 DP4043'KM) TO THE INTERSECTION OF LAKE MIRROR DRIVE.  TURN LEFT ON LAKE
 DP4043'MIRROR DRIVE AND GO SOUTHWEST FOR 0.9 MI (1.4 KM) TO THE INTERSECTION
 DP4043'OF LAKE DRIVE EAST ON THE RIGHT AND PLACID VIEW DRIVE ON THE LEFT.
 DP4043'TURN LEFT ON PLACID VIEW DRIVE AND GO SOUTHWEST FOR 1.6 MI (2.6 KM) TO
 DP4043'THE JUNCTION OF WASHINGTON BOULEVARD NORTHEAST ON THE RIGHT.  TURN
 DP4043'RIGHT ON WASHINGTON BOULEVARD AND GO NORTHWEST FOR 0.5 MI (0.8 KM) TO
 DP4043'THE JUNCTION OF KEMPER AVENUE ON THE LEFT.  CONTINUE NORTHWEST ON
 DP4043'WASHINGTON BOULEVARD NORTHEAST FOR 0.05 MI (0.1 KM) TO THE MARK ON THE
 DP4043'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 68.5 FT (20.9
 DP4043'M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP4043'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM)
 DP4043'BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF
 DP4043'WASHINGTON BOULEVARD NORTHEAST.
 DP4043'
 DP4043'LOCATED 150.0 FT (45.7 M) NORTH-NORTHWEST OF THE APPROXIMATE
 DP4043'CENTERLINE OF KEMPER AVENUE, 67.8 FT (20.7 M) NORTHEAST OF SURVEY MARK
 DP4043'716755 B, 34.0 FT (10.4 M) EAST-NORTHEAST OF THE APPROXIMATE
 DP4043'CENTERLINE OF WASHINGTON BOULEVARD NORTHEAST, 10.0 FT (3.0 M)
 DP4043'WEST-SOUTHWEST OF A WOODEN UTILITY POLE NUMBER 6-27887 AND 9.0 FT (2.7
 DP4043'M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 DP4043'
 DP4043'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4043'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4043
 DP4043                          STATION RECOVERY (2022)
 DP4043
 DP4043'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4043'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4044 ***********************************************************************
 DP4044  DESIGNATION -  716755 B
 DP4044  PID         -  DP4044
 DP4044  STATE/COUNTY-  FL/HIGHLANDS
 DP4044  COUNTRY     -  US
 DP4044  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP4044
 DP4044                         *CURRENT SURVEY CONTROL
 DP4044  ______________________________________________________________________
 DP4044* NAD 83(1986) POSITION- 27 15 32.2    (N) 081 23 02.3    (W)   HD_HELD2
 DP4044* NAVD 88 ORTHO HEIGHT -    28.593 (meters)       93.81  (feet) ADJUSTED
 DP4044  ______________________________________________________________________
 DP4044  GEOID HEIGHT    -        -25.138 (meters)                     GEOID18
 DP4044  DYNAMIC HEIGHT  -         28.549 (meters)       93.66  (feet) COMP
 DP4044  MODELED GRAVITY -    979,135.9   (mgal)                       NAVD 88
 DP4044
 DP4044  VERT ORDER      -  FIRST     CLASS II
 DP4044
 DP4044.The horizontal coordinates were established by autonomous hand held GPS
 DP4044.observations and have an estimated accuracy of +/- 10 meters.
 DP4044
 DP4044.The orthometric height was determined by differential leveling and
 DP4044.adjusted by the NATIONAL GEODETIC SURVEY
 DP4044.in December 2014.
 DP4044
 DP4044.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4044.GEOID18 height accuracy estimate available here.
 DP4044
 DP4044.Click photographs - Photos may exist for this station.
 DP4044
 DP4044.The dynamic height is computed by dividing the NAVD 88
 DP4044.geopotential number by the normal gravity value computed on the
 DP4044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4044.degrees latitude (g = 980.6199 gals.).
 DP4044
 DP4044.The modeled gravity was interpolated from observed gravity values.
 DP4044
 DP4044;                    North         East    Units  Estimated Accuracy
 DP4044;SPC FL E     -   324,153.      161,979.      MT  (+/- 10 meters HH2 GPS)
 DP4044
 DP4044_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6199115174(NAD 83)
 DP4044
 DP4044                          SUPERSEDED SURVEY CONTROL
 DP4044
 DP4044.No superseded survey control is available for this station.
 DP4044
 DP4044_MARKER: DD = SURVEY DISK
 DP4044_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4044_STAMPING: 716755 B 2013
 DP4044_MARK LOGO: SFLWMD
 DP4044_PROJECTION: RECESSED 8 CENTIMETERS
 DP4044_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4044+STABILITY: SURFACE MOTION
 DP4044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4044+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4044_ROD/PIPE-DEPTH: 16.6 meters
 DP4044
 DP4044  HISTORY     - Date     Condition        Report By
 DP4044  HISTORY     - 20130913 MONUMENTED       FLDEP
 DP4044  HISTORY     - 20220821 GOOD             GEOCAC
 DP4044
 DP4044                          STATION DESCRIPTION
 DP4044
 DP4044'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4044'THE MARK IS ABOUT 13.3 MI (21.4 KM) NORTH OF VENUS, 4.2 MI (6.8 KM)
 DP4044'NORTHWEST OF CHILDS, 2.7 MI (4.3 KM) SOUTH-SOUTHWEST OF LAKE PLACID,
 DP4044'IN SECTION 14, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4044'
 DP4044'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4044'HIGHWAY 27 IN BEARS DEN, GO NORTH ON U.S. HIGHWAY 27 FOR 4.95 MI (8.0
 DP4044'KM) TO THE INTERSECTION OF LAKE MIRROR DRIVE.  TURN LEFT ON LAKE
 DP4044'MIRROR DRIVE AND GO SOUTHWEST FOR 0.9 MI (1.4 KM) TO THE INTERSECTION
 DP4044'OF LAKE DRIVE EAST ON THE RIGHT AND PLACID VIEW DRIVE ON THE LEFT.
 DP4044'TURN LEFT ON PLACID VIEW DRIVE AND GO SOUTHWEST FOR 1.6 MI (2.6 KM) TO
 DP4044'THE JUNCTION OF WASHINGTON BOULEVARD NORTHEAST ON THE RIGHT.  TURN
 DP4044'RIGHT ON WASHINGTON BOULEVARD AND GO NORTHWEST FOR 0.5 MI (0.8 KM) TO
 DP4044'THE JUNCTION OF KEMPER AVENUE ON THE LEFT.  CONTINUE NORTHWEST ON
 DP4044'WASHINGTON BOULEVARD NORTHEAST FOR 0.05 MI (0.1 KM) TO THE MARK ON THE
 DP4044'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 54.3 FT (16.6
 DP4044'M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP4044'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM)
 DP4044'BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL OF
 DP4044'WASHINGTON BOULEVARD NORTHEAST.
 DP4044'
 DP4044'LOCATED 160.5 FT (48.9 M) NORTH-NORTHWEST OF THE APPROXIMATE
 DP4044'CENTERLINE OF KEMPER AVENUE, 67.8 FT (20.7 M) SOUTHWEST OF SURVEY MARK
 DP4044'716755 A, 33.4 FT (10.2 M) WEST-SOUTHWEST OF THE APPROXIMATE
 DP4044'CENTERLINE OF WASHINGTON BOULEVARD NORTHEAST, 23.2 FT (7.1 M)
 DP4044'WEST-SOUTHWEST OF THE EDGE OF THE PAVEMENT, 13.0 FT (4.0 M)
 DP4044'SOUTH-SOUTHEAST OF A 20-INCH (51 CM) PINE TREE AND 10.4 FT (3.2 M)
 DP4044'EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DP4044'
 DP4044'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4044'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4044
 DP4044                          STATION RECOVERY (2022)
 DP4044
 DP4044'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4044'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4032 ***********************************************************************
 DP4032  DESIGNATION -  716767 A
 DP4032  PID         -  DP4032
 DP4032  STATE/COUNTY-  FL/HIGHLANDS
 DP4032  COUNTRY     -  US
 DP4032  USGS QUAD   -  VENUS NW (2018)
 DP4032
 DP4032                         *CURRENT SURVEY CONTROL
 DP4032  ______________________________________________________________________
 DP4032* NAD 83(1986) POSITION- 27 13 41.2    (N) 081 22 54.8    (W)   HD_HELD2
 DP4032* NAVD 88 ORTHO HEIGHT -    31.014 (meters)      101.75  (feet) ADJUSTED
 DP4032  ______________________________________________________________________
 DP4032  GEOID HEIGHT    -        -25.032 (meters)                     GEOID18
 DP4032  DYNAMIC HEIGHT  -         30.967 (meters)      101.60  (feet) COMP
 DP4032  MODELED GRAVITY -    979,136.8   (mgal)                       NAVD 88
 DP4032
 DP4032  VERT ORDER      -  FIRST     CLASS II
 DP4032
 DP4032.The horizontal coordinates were established by autonomous hand held GPS
 DP4032.observations and have an estimated accuracy of +/- 10 meters.
 DP4032
 DP4032.The orthometric height was determined by differential leveling and
 DP4032.adjusted by the NATIONAL GEODETIC SURVEY
 DP4032.in December 2014.
 DP4032
 DP4032.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4032.GEOID18 height accuracy estimate available here.
 DP4032
 DP4032.Click photographs - Photos may exist for this station.
 DP4032
 DP4032.The dynamic height is computed by dividing the NAVD 88
 DP4032.geopotential number by the normal gravity value computed on the
 DP4032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4032.degrees latitude (g = 980.6199 gals.).
 DP4032
 DP4032.The modeled gravity was interpolated from observed gravity values.
 DP4032
 DP4032;                    North         East    Units  Estimated Accuracy
 DP4032;SPC FL E     -   320,736.      162,175.      MT  (+/- 10 meters HH2 GPS)
 DP4032
 DP4032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6218711758(NAD 83)
 DP4032
 DP4032                          SUPERSEDED SURVEY CONTROL
 DP4032
 DP4032.No superseded survey control is available for this station.
 DP4032
 DP4032_MARKER: DD = SURVEY DISK
 DP4032_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4032_STAMPING: 716767 A 2013
 DP4032_MARK LOGO: SWFWMD
 DP4032_PROJECTION: RECESSED 5 CENTIMETERS
 DP4032_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4032+STABILITY: SURFACE MOTION
 DP4032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4032+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4032_ROD/PIPE-DEPTH: 17.1 meters
 DP4032
 DP4032  HISTORY     - Date     Condition        Report By
 DP4032  HISTORY     - 20130912 MONUMENTED       FLDEP
 DP4032  HISTORY     - 20220821 GOOD             GEOCAC
 DP4032
 DP4032                          STATION DESCRIPTION
 DP4032
 DP4032'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4032'THE MARK IS ABOUT 11.2 MI (18.0 KM) NORTH OF VENUS, 4.6 MI (7.4 KM)
 DP4032'SOUTH-SOUTHWEST OF LAKE PLACID, 2.6 MI (4.2 KM) WEST-NORTHWEST OF
 DP4032'CHILDS, IN SECTION 26, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4032'
 DP4032'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4032'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 3.4 MI (5.5 KM)
 DP4032'TO THE JUNCTION OF PLACID VIEW DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP4032'PLACID VIEW DRIVE AND GO NORTH FOR 1.35 MI (2.2 KM) TO THE MARK ON THE
 DP4032'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 56.2 FT (17.1
 DP4032'M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP4032'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, 0.2 FT (6 CM) BELOW THE
 DP4032'LEVEL OF THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF PLACID VIEW
 DP4032'DRIVE.
 DP4032'
 DP4032'LOCATED 145.6 FT (44.4 M) SOUTHEAST OF A WOODEN UTILITY POLE NUMBER
 DP4032'B230405, 82.6 FT (25.2 M) SOUTH OF SURVEY MARK 716767 B, 21.7 FT (6.6
 DP4032'M) EAST OF THE APPROXIMATE CENTERLINE OF PLACID VIEW DRIVE, 11.2 FT
 DP4032'(3.4 M) EAST OF THE EAST EDGE OF THE PAVEMENT, 2.4 FT (0.7 M) WEST OF
 DP4032'A BARB WIRE FENCE AND 1.8 FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
 DP4032'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4032'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4032
 DP4032                          STATION RECOVERY (2022)
 DP4032
 DP4032'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4032'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4033 ***********************************************************************
 DP4033  DESIGNATION -  716767 B
 DP4033  PID         -  DP4033
 DP4033  STATE/COUNTY-  FL/HIGHLANDS
 DP4033  COUNTRY     -  US
 DP4033  USGS QUAD   -  VENUS NW (2018)
 DP4033
 DP4033                         *CURRENT SURVEY CONTROL
 DP4033  ______________________________________________________________________
 DP4033* NAD 83(1986) POSITION- 27 13 42.0    (N) 081 22 54.9    (W)   HD_HELD2
 DP4033* NAVD 88 ORTHO HEIGHT -    31.345 (meters)      102.84  (feet) ADJUSTED
 DP4033  ______________________________________________________________________
 DP4033  GEOID HEIGHT    -        -25.033 (meters)                     GEOID18
 DP4033  DYNAMIC HEIGHT  -         31.298 (meters)      102.68  (feet) COMP
 DP4033  MODELED GRAVITY -    979,136.8   (mgal)                       NAVD 88
 DP4033
 DP4033  VERT ORDER      -  FIRST     CLASS II
 DP4033
 DP4033.The horizontal coordinates were established by autonomous hand held GPS
 DP4033.observations and have an estimated accuracy of +/- 10 meters.
 DP4033
 DP4033.The orthometric height was determined by differential leveling and
 DP4033.adjusted by the NATIONAL GEODETIC SURVEY
 DP4033.in December 2014.
 DP4033
 DP4033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4033.GEOID18 height accuracy estimate available here.
 DP4033
 DP4033.Click photographs - Photos may exist for this station.
 DP4033
 DP4033.The dynamic height is computed by dividing the NAVD 88
 DP4033.geopotential number by the normal gravity value computed on the
 DP4033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4033.degrees latitude (g = 980.6199 gals.).
 DP4033
 DP4033.The modeled gravity was interpolated from observed gravity values.
 DP4033
 DP4033;                    North         East    Units  Estimated Accuracy
 DP4033;SPC FL E     -   320,761.      162,172.      MT  (+/- 10 meters HH2 GPS)
 DP4033
 DP4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6218411783(NAD 83)
 DP4033
 DP4033                          SUPERSEDED SURVEY CONTROL
 DP4033
 DP4033.No superseded survey control is available for this station.
 DP4033
 DP4033_MARKER: DD = SURVEY DISK
 DP4033_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4033_STAMPING: 716767 B 2013
 DP4033_MARK LOGO: SWFWMD
 DP4033_PROJECTION: RECESSED 5 CENTIMETERS
 DP4033_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4033+STABILITY: SURFACE MOTION
 DP4033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4033+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4033_ROD/PIPE-DEPTH: 14.8 meters
 DP4033
 DP4033  HISTORY     - Date     Condition        Report By
 DP4033  HISTORY     - 20130912 MONUMENTED       FLDEP
 DP4033  HISTORY     - 20220821 GOOD             GEOCAC
 DP4033
 DP4033                          STATION DESCRIPTION
 DP4033
 DP4033'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4033'THE MARK IS ABOUT 11.2 MI (18.0 KM) NORTH OF VENUS, 4.6 MI (7.4 KM)
 DP4033'SOUTH-SOUTHWEST OF LAKE PLACID, 2.6 MI (4.2 KM) WEST-NORTHWEST OF
 DP4033'CHILDS, IN SECTION 26, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4033'
 DP4033'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4033'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 3.4 MI (5.5 KM)
 DP4033'TO THE JUNCTION OF PLACID VIEW DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP4033'PLACID VIEW DRIVE AND GO NORTH FOR 1.35 MI (2.2 KM) TO THE MARK ON THE
 DP4033'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 48.7 FT (14.8
 DP4033'M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP4033'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM)
 DP4033'BELOW THE LEVEL OF THE GROUND AND 1.5 FT (0.5 M) BELOW THE LEVEL OF
 DP4033'PLACID VIEW DRIVE.
 DP4033'
 DP4033'LOCATED 82.6 FT (25.2 M) NORTH OF SURVEY MARK 716767 A, 76.0 FT (23.2
 DP4033'M) SOUTHEAST OF A WOODEN UTILITY POLE NUMBER B230405, 22.6 FT (6.9 M)
 DP4033'EAST OF THE APPROXIMATE CENTERLINE OF PLACID VIEW DRIVE, 12.4 FT (3.8
 DP4033'M) EAST OF THE EAST EDGE OF THE PAVEMENT, 2.0 FT (0.6 M) WEST OF A
 DP4033'BARB WIRE FENCE AND 1.5 FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
 DP4033'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4033'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4033
 DP4033                          STATION RECOVERY (2022)
 DP4033
 DP4033'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4033'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4030 ***********************************************************************
 DP4030  DESIGNATION -  716769 A
 DP4030  PID         -  DP4030
 DP4030  STATE/COUNTY-  FL/HIGHLANDS
 DP4030  COUNTRY     -  US
 DP4030  USGS QUAD   -  VENUS NW (2018)
 DP4030
 DP4030                         *CURRENT SURVEY CONTROL
 DP4030  ______________________________________________________________________
 DP4030* NAD 83(1986) POSITION- 27 13 29.6    (N) 081 22 54.9    (W)   HD_HELD2
 DP4030* NAVD 88 ORTHO HEIGHT -    32.562 (meters)      106.83  (feet) ADJUSTED
 DP4030  ______________________________________________________________________
 DP4030  GEOID HEIGHT    -        -25.021 (meters)                     GEOID18
 DP4030  DYNAMIC HEIGHT  -         32.513 (meters)      106.67  (feet) COMP
 DP4030  MODELED GRAVITY -    979,136.8   (mgal)                       NAVD 88
 DP4030
 DP4030  VERT ORDER      -  FIRST     CLASS II
 DP4030
 DP4030.The horizontal coordinates were established by autonomous hand held GPS
 DP4030.observations and have an estimated accuracy of +/- 10 meters.
 DP4030
 DP4030.The orthometric height was determined by differential leveling and
 DP4030.adjusted by the NATIONAL GEODETIC SURVEY
 DP4030.in December 2014.
 DP4030
 DP4030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4030.GEOID18 height accuracy estimate available here.
 DP4030
 DP4030.Click photographs - Photos may exist for this station.
 DP4030
 DP4030.The dynamic height is computed by dividing the NAVD 88
 DP4030.geopotential number by the normal gravity value computed on the
 DP4030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4030.degrees latitude (g = 980.6199 gals.).
 DP4030
 DP4030.The modeled gravity was interpolated from observed gravity values.
 DP4030
 DP4030;                    North         East    Units  Estimated Accuracy
 DP4030;SPC FL E     -   320,379.      162,171.      MT  (+/- 10 meters HH2 GPS)
 DP4030
 DP4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6218311401(NAD 83)
 DP4030
 DP4030                          SUPERSEDED SURVEY CONTROL
 DP4030
 DP4030.No superseded survey control is available for this station.
 DP4030
 DP4030_MARKER: DD = SURVEY DISK
 DP4030_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4030_STAMPING: 716769 A 2013
 DP4030_MARK LOGO: SWFWMD
 DP4030_PROJECTION: FLUSH
 DP4030_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4030+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4030_ROD/PIPE-DEPTH: 18.2 meters
 DP4030
 DP4030  HISTORY     - Date     Condition        Report By
 DP4030  HISTORY     - 20130912 MONUMENTED       FLDEP
 DP4030  HISTORY     - 20220821 GOOD             GEOCAC
 DP4030
 DP4030                          STATION DESCRIPTION
 DP4030
 DP4030'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4030'THE MARK IS ABOUT 11.0 MI (17.7 KM) NORTH OF VENUS, 4.8 MI (7.7 KM)
 DP4030'SOUTH-SOUTHWEST OF LAKE PLACID, 2.5 MI (4.0 KM) WEST-NORTHWEST OF
 DP4030'CHILDS, IN SECTION 26, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4030'
 DP4030'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4030'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 3.4 MI (5.5 KM)
 DP4030'TO THE JUNCTION OF PLACID VIEW DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP4030'PLACID VIEW DRIVE AND GO NORTH FOR 1.1 MI (1.8 KM) TO A STAFF GAUGE ON
 DP4030'THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DP4030'AT A DEPTH OF 59.7 FT (18.2 M) WITH A SURVEY DISK SET ON THE TOP AND
 DP4030'IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M)
 DP4030'DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 2.0 FT
 DP4030'(0.6 M) BELOW THE LEVEL OF PLACID VIEW DRIVE.
 DP4030'
 DP4030'LOCATED 126.6 FT (38.6 M) SOUTH OF SURVEY MARK 716769 B, 56.6 FT (17.3
 DP4030'M) SOUTH-SOUTHEAST OF A STAFF GAUGE, 20.3 FT (6.2 M) WEST OF THE
 DP4030'APPROXIMATE CENTERLINE OF PLACID VIEW DRIVE, 11.6 FT (3.5 M)
 DP4030'EAST-SOUTHEAST OF A WOODEN UTILITY POLE NUMBER 6-31579 AND 1.9 FT (0.6
 DP4030'M) EAST OF A CARSONITE WITNESS POST.
 DP4030'
 DP4030'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4030'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4030
 DP4030                          STATION RECOVERY (2022)
 DP4030
 DP4030'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4030'THE CARSONITE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4031 ***********************************************************************
 DP4031  DESIGNATION -  716769 B
 DP4031  PID         -  DP4031
 DP4031  STATE/COUNTY-  FL/HIGHLANDS
 DP4031  COUNTRY     -  US
 DP4031  USGS QUAD   -  VENUS NW (2018)
 DP4031
 DP4031                         *CURRENT SURVEY CONTROL
 DP4031  ______________________________________________________________________
 DP4031* NAD 83(1986) POSITION- 27 13 30.8    (N) 081 22 55.0    (W)   HD_HELD2
 DP4031* NAVD 88 ORTHO HEIGHT -    32.575 (meters)      106.87  (feet) ADJUSTED
 DP4031  ______________________________________________________________________
 DP4031  GEOID HEIGHT    -        -25.022 (meters)                     GEOID18
 DP4031  DYNAMIC HEIGHT  -         32.526 (meters)      106.71  (feet) COMP
 DP4031  MODELED GRAVITY -    979,136.8   (mgal)                       NAVD 88
 DP4031
 DP4031  VERT ORDER      -  FIRST     CLASS II
 DP4031
 DP4031.The horizontal coordinates were established by autonomous hand held GPS
 DP4031.observations and have an estimated accuracy of +/- 10 meters.
 DP4031
 DP4031.The orthometric height was determined by differential leveling and
 DP4031.adjusted by the NATIONAL GEODETIC SURVEY
 DP4031.in December 2014.
 DP4031
 DP4031.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4031.GEOID18 height accuracy estimate available here.
 DP4031
 DP4031.Click photographs - Photos may exist for this station.
 DP4031
 DP4031.The dynamic height is computed by dividing the NAVD 88
 DP4031.geopotential number by the normal gravity value computed on the
 DP4031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4031.degrees latitude (g = 980.6199 gals.).
 DP4031
 DP4031.The modeled gravity was interpolated from observed gravity values.
 DP4031
 DP4031;                    North         East    Units  Estimated Accuracy
 DP4031;SPC FL E     -   320,416.      162,168.      MT  (+/- 10 meters HH2 GPS)
 DP4031
 DP4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6218011438(NAD 83)
 DP4031
 DP4031                          SUPERSEDED SURVEY CONTROL
 DP4031
 DP4031.No superseded survey control is available for this station.
 DP4031
 DP4031_MARKER: DD = SURVEY DISK
 DP4031_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4031_STAMPING: 716769 B 2013
 DP4031_MARK LOGO: SWFWMD
 DP4031_PROJECTION: RECESSED 5 CENTIMETERS
 DP4031_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4031+STABILITY: SURFACE MOTION
 DP4031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4031+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4031_ROD/PIPE-DEPTH: 19.4 meters
 DP4031
 DP4031  HISTORY     - Date     Condition        Report By
 DP4031  HISTORY     - 20130912 MONUMENTED       FLDEP
 DP4031  HISTORY     - 20220821 GOOD             GEOCAC
 DP4031
 DP4031                          STATION DESCRIPTION
 DP4031
 DP4031'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4031'THE MARK IS ABOUT 11.0 MI (17.7 KM) NORTH OF VENUS, 4.8 MI (7.7 KM)
 DP4031'SOUTH-SOUTHWEST OF LAKE PLACID, 2.5 MI (4.0 KM) WEST-NORTHWEST OF
 DP4031'CHILDS, IN SECTION 26, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4031'
 DP4031'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4031'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 3.4 MI (5.5 KM)
 DP4031'TO THE JUNCTION OF PLACID VIEW DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP4031'PLACID VIEW DRIVE AND GO NORTH FOR 1.1 MI (1.8 KM) TO A STAFF GAUGE ON
 DP4031'THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DP4031'AT A DEPTH OF 63.5 FT (19.4 M) WITH A SURVEY DISK SET ON THE TOP AND
 DP4031'IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M)
 DP4031'DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 2.0 FT
 DP4031'(0.6 M) BELOW THE LEVEL OF PLACID VIEW DRIVE.
 DP4031'
 DP4031'LOCATED 126.6 FT (38.6 M) NORTH OF SURVEY MARK 716769 A, 71.5 FT (21.8
 DP4031'M) NORTH-NORTHEAST OF A STAFF GAUGE, 23.5 FT (7.2 M) WEST OF THE
 DP4031'APPROXIMATE CENTERLINE OF PLACID VIEW DRIVE, 13.8 FT (4.2 M) WEST OF
 DP4031'THE EDGE OF THE PAVEMENT AND 1.6 FT (0.5 M) WEST OF A CARSONITE
 DP4031'WITNESS POST.
 DP4031'
 DP4031'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4031'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4031
 DP4031                          STATION RECOVERY (2022)
 DP4031
 DP4031'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4031'THE CARSONITE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4024 ***********************************************************************
 DP4024  DESIGNATION -  716775 A
 DP4024  PID         -  DP4024
 DP4024  STATE/COUNTY-  FL/HIGHLANDS
 DP4024  COUNTRY     -  US
 DP4024  USGS QUAD   -  VENUS NW (2018)
 DP4024
 DP4024                         *CURRENT SURVEY CONTROL
 DP4024  ______________________________________________________________________
 DP4024* NAD 83(1986) POSITION- 27 12 31.3    (N) 081 23 00.2    (W)   HD_HELD2
 DP4024* NAVD 88 ORTHO HEIGHT -    41.983 (meters)      137.74  (feet) ADJUSTED
 DP4024  ______________________________________________________________________
 DP4024  GEOID HEIGHT    -        -24.965 (meters)                     GEOID18
 DP4024  DYNAMIC HEIGHT  -         41.919 (meters)      137.53  (feet) COMP
 DP4024  MODELED GRAVITY -    979,137.1   (mgal)                       NAVD 88
 DP4024
 DP4024  VERT ORDER      -  FIRST     CLASS II
 DP4024
 DP4024.The horizontal coordinates were established by autonomous hand held GPS
 DP4024.observations and have an estimated accuracy of +/- 10 meters.
 DP4024
 DP4024.The orthometric height was determined by differential leveling and
 DP4024.adjusted by the NATIONAL GEODETIC SURVEY
 DP4024.in December 2014.
 DP4024
 DP4024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4024.GEOID18 height accuracy estimate available here.
 DP4024
 DP4024.Click photographs - Photos may exist for this station.
 DP4024
 DP4024.The dynamic height is computed by dividing the NAVD 88
 DP4024.geopotential number by the normal gravity value computed on the
 DP4024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4024.degrees latitude (g = 980.6199 gals.).
 DP4024
 DP4024.The modeled gravity was interpolated from observed gravity values.
 DP4024
 DP4024;                    North         East    Units  Estimated Accuracy
 DP4024;SPC FL E     -   318,585.      162,019.      MT  (+/- 10 meters HH2 GPS)
 DP4024
 DP4024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6203209608(NAD 83)
 DP4024
 DP4024                          SUPERSEDED SURVEY CONTROL
 DP4024
 DP4024.No superseded survey control is available for this station.
 DP4024
 DP4024_MARKER: DD = SURVEY DISK
 DP4024_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP4024_SP_SET: CULVERT HEADWALL
 DP4024_STAMPING: 716775 A 2013
 DP4024_MARK LOGO: FLDEP
 DP4024_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4024+STABILITY: SURFACE MOTION
 DP4024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4024+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2022
 DP4024
 DP4024  HISTORY     - Date     Condition        Report By
 DP4024  HISTORY     - 20130915 MONUMENTED       FLDEP
 DP4024  HISTORY     - 20220518 GOOD             GEOCAC
 DP4024
 DP4024                          STATION DESCRIPTION
 DP4024
 DP4024'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4024'THE MARK IS ABOUT 9.9 MI (15.9 KM) NORTH OF VENUS, 5.9 MI (9.5 KM)
 DP4024'SOUTH-SOUTHWEST OF LAKE PLACID, 2.4 MI (3.9 KM) WEST OF CHILDS, IN
 DP4024'SECTION 35, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4024'
 DP4024'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4024'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 3.5 MI (5.6 KM)
 DP4024'TO A CREEK CULVERT HEADWALL, A STAFF GAUGE AND THE MARK ON THE RIGHT,
 DP4024'SET FLUSH IN THE TOP OF A CONCRETE CULVERT HEADWALL LEVEL WITH STATE
 DP4024'ROAD 70.
 DP4024'
 DP4024'LOCATED 60.6 FT (18.5 M) NORTHEAST OF SURVEY MARK 716775 B, 27.0 FT
 DP4024'(8.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 70, 10.8 FT
 DP4024'(3.3 M) NORTH THE EDGE OF THE PAVEMENT AND 0.4 FT (12 CM) SOUTH OF A
 DP4024'CARSONITE WITNESS POST.
 DP4024
 DP4024                          STATION RECOVERY (2022)
 DP4024
 DP4024'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4024'THE MARK IS 2.3 FT (0.7 M) WEST OF THE EAST END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4025 ***********************************************************************
 DP4025  DESIGNATION -  716775 B
 DP4025  PID         -  DP4025
 DP4025  STATE/COUNTY-  FL/HIGHLANDS
 DP4025  COUNTRY     -  US
 DP4025  USGS QUAD   -  VENUS NW (2018)
 DP4025
 DP4025                         *CURRENT SURVEY CONTROL
 DP4025  ______________________________________________________________________
 DP4025* NAD 83(1986) POSITION- 27 12 30.8    (N) 081 23 00.7    (W)   HD_HELD2
 DP4025* NAVD 88 ORTHO HEIGHT -    42.117 (meters)      138.18  (feet) ADJUSTED
 DP4025  ______________________________________________________________________
 DP4025  GEOID HEIGHT    -        -24.964 (meters)                     GEOID18
 DP4025  DYNAMIC HEIGHT  -         42.053 (meters)      137.97  (feet) COMP
 DP4025  MODELED GRAVITY -    979,137.1   (mgal)                       NAVD 88
 DP4025
 DP4025  VERT ORDER      -  FIRST     CLASS II
 DP4025
 DP4025.The horizontal coordinates were established by autonomous hand held GPS
 DP4025.observations and have an estimated accuracy of +/- 10 meters.
 DP4025
 DP4025.The orthometric height was determined by differential leveling and
 DP4025.adjusted by the NATIONAL GEODETIC SURVEY
 DP4025.in December 2014.
 DP4025
 DP4025.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4025.GEOID18 height accuracy estimate available here.
 DP4025
 DP4025.Click photographs - Photos may exist for this station.
 DP4025
 DP4025.The dynamic height is computed by dividing the NAVD 88
 DP4025.geopotential number by the normal gravity value computed on the
 DP4025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4025.degrees latitude (g = 980.6199 gals.).
 DP4025
 DP4025.The modeled gravity was interpolated from observed gravity values.
 DP4025
 DP4025;                    North         East    Units  Estimated Accuracy
 DP4025;SPC FL E     -   318,570.      162,006.      MT  (+/- 10 meters HH2 GPS)
 DP4025
 DP4025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6201809593(NAD 83)
 DP4025
 DP4025                          SUPERSEDED SURVEY CONTROL
 DP4025
 DP4025.No superseded survey control is available for this station.
 DP4025
 DP4025_MARKER: DD = SURVEY DISK
 DP4025_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP4025_SP_SET: CULVERT HEADWALL
 DP4025_STAMPING: 716775 B 2013
 DP4025_MARK LOGO: FLDEP
 DP4025_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4025+STABILITY: SURFACE MOTION
 DP4025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4025+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2022
 DP4025
 DP4025  HISTORY     - Date     Condition        Report By
 DP4025  HISTORY     - 20130915 MONUMENTED       FLDEP
 DP4025  HISTORY     - 20220518 GOOD             GEOCAC
 DP4025
 DP4025                          STATION DESCRIPTION
 DP4025
 DP4025'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4025'THE MARK IS ABOUT 9.9 MI (15.9 KM) NORTH OF VENUS, 5.9 MI (9.5 KM)
 DP4025'SOUTH-SOUTHWEST OF LAKE PLACID, 2.4 MI (3.9 KM) WEST OF CHILDS, IN
 DP4025'SECTION 35, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4025'
 DP4025'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4025'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 3.5 MI (5.6 KM)
 DP4025'TO A CREEK CULVERT HEADWALL, A STAFF GAUGE AND THE MARK ON THE LEFT,
 DP4025'SET FLUSH IN THE TOP OF A CONCRETE CULVERT HEADWALL LEVEL WITH STATE
 DP4025'ROAD 70.
 DP4025'
 DP4025'LOCATED 60.6 FT (18.5 M) SOUTHWEST OF SURVEY MARK 716775 A, 25.8 FT
 DP4025'(7.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 70, 10.0 FT
 DP4025'(3.0 M) SOUTH OF THE EDGE OF THE PAVEMENT AND 1.3 FT (0.4 M)
 DP4025'EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DP4025
 DP4025                          STATION RECOVERY (2022)
 DP4025
 DP4025'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4025'THE MARK IS 2.3 FT (0.7 M) EAST OF THE WEST END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4021 ***********************************************************************
 DP4021  DESIGNATION -  716777 A
 DP4021  PID         -  DP4021
 DP4021  STATE/COUNTY-  FL/HIGHLANDS
 DP4021  COUNTRY     -  US
 DP4021  USGS QUAD   -  VENUS NW (2018)
 DP4021
 DP4021                         *CURRENT SURVEY CONTROL
 DP4021  ______________________________________________________________________
 DP4021* NAD 83(1986) POSITION- 27 12 31.2    (N) 081 22 46.5    (W)   HD_HELD2
 DP4021* NAVD 88 ORTHO HEIGHT -    41.477 (meters)      136.08  (feet) ADJUSTED
 DP4021  ______________________________________________________________________
 DP4021  GEOID HEIGHT    -        -24.970 (meters)                     GEOID18
 DP4021  DYNAMIC HEIGHT  -         41.414 (meters)      135.87  (feet) COMP
 DP4021  MODELED GRAVITY -    979,137.1   (mgal)                       NAVD 88
 DP4021
 DP4021  VERT ORDER      -  FIRST     CLASS II
 DP4021
 DP4021.The horizontal coordinates were established by autonomous hand held GPS
 DP4021.observations and have an estimated accuracy of +/- 10 meters.
 DP4021
 DP4021.The orthometric height was determined by differential leveling and
 DP4021.adjusted by the NATIONAL GEODETIC SURVEY
 DP4021.in December 2014.
 DP4021
 DP4021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4021.GEOID18 height accuracy estimate available here.
 DP4021
 DP4021.Click photographs - Photos may exist for this station.
 DP4021
 DP4021.The dynamic height is computed by dividing the NAVD 88
 DP4021.geopotential number by the normal gravity value computed on the
 DP4021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4021.degrees latitude (g = 980.6199 gals.).
 DP4021
 DP4021.The modeled gravity was interpolated from observed gravity values.
 DP4021
 DP4021;                    North         East    Units  Estimated Accuracy
 DP4021;SPC FL E     -   318,581.      162,396.      MT  (+/- 10 meters HH2 GPS)
 DP4021
 DP4021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6240909604(NAD 83)
 DP4021
 DP4021                          SUPERSEDED SURVEY CONTROL
 DP4021
 DP4021.No superseded survey control is available for this station.
 DP4021
 DP4021_MARKER: DD = SURVEY DISK
 DP4021_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP4021_SP_SET: CULVERT HEADWALL
 DP4021_STAMPING: 716777 A 2013
 DP4021_MARK LOGO: FLDEP
 DP4021_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4021+STABILITY: SURFACE MOTION
 DP4021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4021+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2022
 DP4021
 DP4021  HISTORY     - Date     Condition        Report By
 DP4021  HISTORY     - 20130915 MONUMENTED       FLDEP
 DP4021  HISTORY     - 20220518 GOOD             GEOCAC
 DP4021
 DP4021                          STATION DESCRIPTION
 DP4021
 DP4021'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4021'THE MARK IS ABOUT 9.9 MI (15.9 KM) NORTH OF VENUS, 5.9 MI (9.5 KM)
 DP4021'SOUTH OF LAKE PLACID, 2.1 MI (3.4 KM) WEST OF CHILDS, IN SECTION 36,
 DP4021'TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4021'
 DP4021'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4021'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 3.25 MI (5.2 KM)
 DP4021'TO A CREEK CULVERT HEADWALL, A STAFF GAUGE AND THE MARK ON THE RIGHT,
 DP4021'SET FLUSH IN THE TOP OF A CONCRETE HEADWALL LEVEL WITH STATE ROAD 70.
 DP4021'
 DP4021'LOCATED 61.4 FT (18.7 M) SOUTHWEST OF SURVEY MARK 716777 B, 27.0 FT
 DP4021'(8.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 70, 10.5 FT
 DP4021'(3.2 M) NORTH OF THE EDGE OF THE PAVEMENT AND 0.5 FT (15 CM) SOUTH OF
 DP4021'A CARSONITE WITNESS POST.
 DP4021
 DP4021                          STATION RECOVERY (2022)
 DP4021
 DP4021'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4021'THE MARK IS 2.6 FT (0.8 M) WEST OF THE EAST END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4022 ***********************************************************************
 DP4022  DESIGNATION -  716777 B
 DP4022  PID         -  DP4022
 DP4022  STATE/COUNTY-  FL/HIGHLANDS
 DP4022  COUNTRY     -  US
 DP4022  USGS QUAD   -  VENUS NW (2018)
 DP4022
 DP4022                         *CURRENT SURVEY CONTROL
 DP4022  ______________________________________________________________________
 DP4022* NAD 83(1986) POSITION- 27 12 30.7    (N) 081 22 46.9    (W)   HD_HELD2
 DP4022* NAVD 88 ORTHO HEIGHT -    41.524 (meters)      136.23  (feet) ADJUSTED
 DP4022  ______________________________________________________________________
 DP4022  GEOID HEIGHT    -        -24.970 (meters)                     GEOID18
 DP4022  DYNAMIC HEIGHT  -         41.462 (meters)      136.03  (feet) COMP
 DP4022  MODELED GRAVITY -    979,137.1   (mgal)                       NAVD 88
 DP4022
 DP4022  VERT ORDER      -  FIRST     CLASS II
 DP4022
 DP4022.The horizontal coordinates were established by autonomous hand held GPS
 DP4022.observations and have an estimated accuracy of +/- 10 meters.
 DP4022
 DP4022.The orthometric height was determined by differential leveling and
 DP4022.adjusted by the NATIONAL GEODETIC SURVEY
 DP4022.in December 2014.
 DP4022
 DP4022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4022.GEOID18 height accuracy estimate available here.
 DP4022
 DP4022.Click photographs - Photos may exist for this station.
 DP4022
 DP4022.The dynamic height is computed by dividing the NAVD 88
 DP4022.geopotential number by the normal gravity value computed on the
 DP4022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4022.degrees latitude (g = 980.6199 gals.).
 DP4022
 DP4022.The modeled gravity was interpolated from observed gravity values.
 DP4022
 DP4022;                    North         East    Units  Estimated Accuracy
 DP4022;SPC FL E     -   318,566.      162,385.      MT  (+/- 10 meters HH2 GPS)
 DP4022
 DP4022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6239809588(NAD 83)
 DP4022
 DP4022                          SUPERSEDED SURVEY CONTROL
 DP4022
 DP4022.No superseded survey control is available for this station.
 DP4022
 DP4022_MARKER: DD = SURVEY DISK
 DP4022_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DP4022_SP_SET: CULVERT HEADWALL
 DP4022_STAMPING: 716777 B
 DP4022_MARK LOGO: FLDT
 DP4022_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4022+STABILITY: SURFACE MOTION
 DP4022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4022+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2022
 DP4022
 DP4022  HISTORY     - Date     Condition        Report By
 DP4022  HISTORY     - UNK      MONUMENTED       DEDT
 DP4022  HISTORY     - 20131012 GOOD             FLDEP
 DP4022  HISTORY     - 20220518 GOOD             GEOCAC
 DP4022
 DP4022                          STATION DESCRIPTION
 DP4022
 DP4022'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4022'THE MARK IS ABOUT 9.9 MI (15.9 KM) NORTH OF VENUS, 5.9 MI (9.5 KM)
 DP4022'SOUTH OF LAKE PLACID, 2.1 MI (3.4 KM) WEST OF CHILDS, IN SECTION 36,
 DP4022'TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4022'
 DP4022'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4022'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 3.25 MI (5.2 KM)
 DP4022'TO A CREEK CULVERT HEADWALL, A STAFF GAUGE AND THE MARK ON THE LEFT,
 DP4022'SET FLUSH IN THE TOP OF A CONCRETE HEADWALL LEVEL WITH STATE ROAD 70.
 DP4022'
 DP4022'LOCATED 61.4 FT (18.7 M) SOUTHWEST OF SURVEY MARK 716777 A, 25.8 FT
 DP4022'(7.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 70, 9.8 FT
 DP4022'(3.0 M) SOUTH OF THE EDGE OF THE PAVEMENT AND 0.8 FT (24 CM)
 DP4022'WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 DP4022
 DP4022                          STATION RECOVERY (2022)
 DP4022
 DP4022'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4022'THE MARK IS 9 INCHES (23 CM) EAST OF THE WEST END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4048 ***********************************************************************
 DP4048  DESIGNATION -  716830 A
 DP4048  PID         -  DP4048
 DP4048  STATE/COUNTY-  FL/HIGHLANDS
 DP4048  COUNTRY     -  US
 DP4048  USGS QUAD   -  CHILDS (2018)
 DP4048
 DP4048                         *CURRENT SURVEY CONTROL
 DP4048  ______________________________________________________________________
 DP4048* NAD 83(1986) POSITION- 27 12 49.2    (N) 081 20 42.1    (W)   HD_HELD2
 DP4048* NAVD 88 ORTHO HEIGHT -    34.166 (meters)      112.09  (feet) ADJUSTED
 DP4048  ______________________________________________________________________
 DP4048  GEOID HEIGHT    -        -25.049 (meters)                     GEOID18
 DP4048  DYNAMIC HEIGHT  -         34.115 (meters)      111.93  (feet) COMP
 DP4048  MODELED GRAVITY -    979,136.6   (mgal)                       NAVD 88
 DP4048
 DP4048  VERT ORDER      -  FIRST     CLASS II
 DP4048
 DP4048.The horizontal coordinates were established by autonomous hand held GPS
 DP4048.observations and have an estimated accuracy of +/- 10 meters.
 DP4048
 DP4048.The orthometric height was determined by differential leveling and
 DP4048.adjusted by the NATIONAL GEODETIC SURVEY
 DP4048.in December 2014.
 DP4048
 DP4048.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4048.GEOID18 height accuracy estimate available here.
 DP4048
 DP4048.Click photographs - Photos may exist for this station.
 DP4048
 DP4048.The dynamic height is computed by dividing the NAVD 88
 DP4048.geopotential number by the normal gravity value computed on the
 DP4048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4048.degrees latitude (g = 980.6199 gals.).
 DP4048
 DP4048.The modeled gravity was interpolated from observed gravity values.
 DP4048
 DP4048;                    North         East    Units  Estimated Accuracy
 DP4048;SPC FL E     -   319,125.      165,821.      MT  (+/- 10 meters HH2 GPS)
 DP4048
 DP4048_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6583210148(NAD 83)
 DP4048
 DP4048                          SUPERSEDED SURVEY CONTROL
 DP4048
 DP4048.No superseded survey control is available for this station.
 DP4048
 DP4048_MARKER: DD = SURVEY DISK
 DP4048_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4048_STAMPING: 716830 A 2013
 DP4048_MARK LOGO: SFLWMD
 DP4048_PROJECTION: RECESSED 8 CENTIMETERS
 DP4048_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4048+STABILITY: SURFACE MOTION
 DP4048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4048+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DP4048_ROD/PIPE-DEPTH: 15.0 meters
 DP4048
 DP4048  HISTORY     - Date     Condition        Report By
 DP4048  HISTORY     - 20130911 MONUMENTED       FLDEP
 DP4048  HISTORY     - 20220824 MARK NOT FOUND   GEOCAC
 DP4048
 DP4048                          STATION DESCRIPTION
 DP4048
 DP4048'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4048'THE MARK IS ABOUT 10.1 MI (16.3 KM) NORTH OF VENUS, 5.6 MI (9.0 KM)
 DP4048'SOUTH-SOUTHEAST OF LAKE PLACID, IN THE TOWN OF CHILDS, IN SECTION 32,
 DP4048'TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4048'
 DP4048'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4048'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 1.1 MI (1.8 KM)
 DP4048'TO THE JUNCTION OF OLD STATE ROAD 8 ON THE RIGHT.  TURN RIGHT ON OLD
 DP4048'STATE ROAD 8 AND GO NORTH-NORTHEAST FOR 0.25 MI (0.4 KM) TO THE MARK
 DP4048'ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 49.3 FT
 DP4048'(15.0 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP4048'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9
 DP4048'CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL
 DP4048'OF OLD STATE ROAD 8.
 DP4048'
 DP4048'LOCATED 70.2 FT (21.4 M) SOUTH-SOUTHWEST OF SURVEY MARK 716830 A, 21.0
 DP4048'FT (6.4 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF OLD STATE
 DP4048'ROAD 8, 10.6 FT (3.2 M) WEST-NORTHWEST OF THE EDGE OF THE PAVEMENT AND
 DP4048'2.4 FT (0.7 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 DP4048'
 DP4048'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4048'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4048
 DP4048                          STATION RECOVERY (2022)
 DP4048
 DP4048'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4048'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4049 ***********************************************************************
 DP4049  DESIGNATION -  716830 B
 DP4049  PID         -  DP4049
 DP4049  STATE/COUNTY-  FL/HIGHLANDS
 DP4049  COUNTRY     -  US
 DP4049  USGS QUAD   -  CHILDS (2018)
 DP4049
 DP4049                         *CURRENT SURVEY CONTROL
 DP4049  ______________________________________________________________________
 DP4049* NAD 83(1986) POSITION- 27 12 49.8    (N) 081 20 42.3    (W)   HD_HELD2
 DP4049* NAVD 88 ORTHO HEIGHT -    34.110 (meters)      111.91  (feet) ADJUSTED
 DP4049  ______________________________________________________________________
 DP4049  GEOID HEIGHT    -        -25.049 (meters)                     GEOID18
 DP4049  DYNAMIC HEIGHT  -         34.059 (meters)      111.74  (feet) COMP
 DP4049  MODELED GRAVITY -    979,136.6   (mgal)                       NAVD 88
 DP4049
 DP4049  VERT ORDER      -  FIRST     CLASS II
 DP4049
 DP4049.The horizontal coordinates were established by autonomous hand held GPS
 DP4049.observations and have an estimated accuracy of +/- 10 meters.
 DP4049
 DP4049.The orthometric height was determined by differential leveling and
 DP4049.adjusted by the NATIONAL GEODETIC SURVEY
 DP4049.in December 2014.
 DP4049
 DP4049.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4049.GEOID18 height accuracy estimate available here.
 DP4049
 DP4049.Click photographs - Photos may exist for this station.
 DP4049
 DP4049.The dynamic height is computed by dividing the NAVD 88
 DP4049.geopotential number by the normal gravity value computed on the
 DP4049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4049.degrees latitude (g = 980.6199 gals.).
 DP4049
 DP4049.The modeled gravity was interpolated from observed gravity values.
 DP4049
 DP4049;                    North         East    Units  Estimated Accuracy
 DP4049;SPC FL E     -   319,144.      165,816.      MT  (+/- 10 meters HH2 GPS)
 DP4049
 DP4049_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6582710166(NAD 83)
 DP4049
 DP4049                          SUPERSEDED SURVEY CONTROL
 DP4049
 DP4049.No superseded survey control is available for this station.
 DP4049
 DP4049_MARKER: DD = SURVEY DISK
 DP4049_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4049_STAMPING: 716830 B 2013
 DP4049_MARK LOGO: SFLWMD
 DP4049_PROJECTION: RECESSED 8 CENTIMETERS
 DP4049_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4049+STABILITY: SURFACE MOTION
 DP4049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4049+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2013
 DP4049_ROD/PIPE-DEPTH: 16.3 meters
 DP4049
 DP4049  HISTORY     - Date     Condition        Report By
 DP4049  HISTORY     - 20130911 MONUMENTED       FLDEP
 DP4049  HISTORY     - 20220824 MARK NOT FOUND   GEOCAC
 DP4049
 DP4049                          STATION DESCRIPTION
 DP4049
 DP4049'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4049'THE MARK IS ABOUT 10.1 MI (16.3 KM) NORTH OF VENUS, 5.6 MI (9.0 KM)
 DP4049'SOUTH-SOUTHEAST OF LAKE PLACID, IN THE TOWN OF CHILDS, IN SECTION 32,
 DP4049'TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4049'
 DP4049'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4049'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 1.1 MI (1.8 KM)
 DP4049'TO THE JUNCTION OF OLD STATE ROAD 8 ON THE RIGHT.  TURN RIGHT ON OLD
 DP4049'STATE ROAD 8 AND GO NORTH-NORTHEAST FOR 0.25 MI (0.4 KM) TO THE MARK
 DP4049'ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 53.5 FT
 DP4049'(16.3 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DP4049'ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9
 DP4049'CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL
 DP4049'OF OLD STATE ROAD 8.
 DP4049'
 DP4049'LOCATED 70.2 FT (21.4 M) NORTH-NORTHEAST OF SURVEY MARK 716830 B, 21.2
 DP4049'FT (6.5 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF OLD STATE
 DP4049'ROAD 8, 10.8 FT (3.3 M) WEST-NORTHWEST OF THE EDGE OF THE PAVEMENT AND
 DP4049'2.5 FT (0.8 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 DP4049'
 DP4049'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4049'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4049
 DP4049                          STATION RECOVERY (2022)
 DP4049
 DP4049'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4049'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9760 ***********************************************************************
 DO9760  DESIGNATION -  719704 A
 DO9760  PID         -  DO9760
 DO9760  STATE/COUNTY-  FL/POLK
 DO9760  COUNTRY     -  US
 DO9760  USGS QUAD   -  BARTOW (2018)
 DO9760
 DO9760                         *CURRENT SURVEY CONTROL
 DO9760  ______________________________________________________________________
 DO9760* NAD 83(1986) POSITION- 27 59 32.0    (N) 081 49 24.4    (W)   HD_HELD2
 DO9760* NAVD 88 ORTHO HEIGHT -    29.884 (meters)       98.04  (feet) ADJUSTED
 DO9760  ______________________________________________________________________
 DO9760  GEOID HEIGHT    -        -26.315 (meters)                     GEOID18
 DO9760  DYNAMIC HEIGHT  -         29.840 (meters)       97.90  (feet) COMP
 DO9760  MODELED GRAVITY -    979,163.9   (mgal)                       NAVD 88
 DO9760
 DO9760  VERT ORDER      -  SECOND    CLASS I
 DO9760
 DO9760.The horizontal coordinates were established by autonomous hand held GPS
 DO9760.observations and have an estimated accuracy of +/- 10 meters.
 DO9760
 DO9760.The orthometric height was determined by differential leveling and
 DO9760.adjusted by the NATIONAL GEODETIC SURVEY
 DO9760.in January 2014.
 DO9760
 DO9760.No vertical observational check was made to the station.
 DO9760
 DO9760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9760.GEOID18 height accuracy estimate available here.
 DO9760
 DO9760.Click photographs - Photos may exist for this station.
 DO9760
 DO9760.The dynamic height is computed by dividing the NAVD 88
 DO9760.geopotential number by the normal gravity value computed on the
 DO9760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9760.degrees latitude (g = 980.6199 gals.).
 DO9760
 DO9760.The modeled gravity was interpolated from observed gravity values.
 DO9760
 DO9760;                    North         East    Units  Estimated Accuracy
 DO9760;SPC FL W     -   405,360.      217,367.      MT  (+/- 10 meters HH2 GPS)
 DO9760
 DO9760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1902996613(NAD 83)
 DO9760
 DO9760                          SUPERSEDED SURVEY CONTROL
 DO9760
 DO9760.No superseded survey control is available for this station.
 DO9760
 DO9760_MARKER: DD = SURVEY DISK
 DO9760_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DO9760_SP_SET: SPILLWAY
 DO9760_STAMPING: SID 719704 A 2008
 DO9760_MARK LOGO: SWFWMD
 DO9760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO9760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9760+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2013
 DO9760
 DO9760  HISTORY     - Date     Condition        Report By
 DO9760  HISTORY     - 20080916 MONUMENTED       SWFWMD
 DO9760  HISTORY     - 20130408 GOOD             FLDEP
 DO9760
 DO9760                          STATION DESCRIPTION
 DO9760
 DO9760'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9760'THE MARK IS ABOUT 5.9 MI (9.5 KM) WEST-SOUTHWEST OF WINTER HAVEN, 5.4
 DO9760'MI (8.7 KM) SOUTH-SOUTHWEST OF AUBURNDALE, 5.2 MI (8.4 KM) WEST OF
 DO9760'ELOISE, IN SECTION 4, TOWNSHIP 29 SOUTH, RANGE 25 EAST.
 DO9760'
 DO9760'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9760'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9760'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9760'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9760'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9760'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9760'(WINTER LAKE ROAD) FOR 1.8 MI (2.9 KM) TO THE INTERSECTION OF
 DO9760'THORNHILL ROAD.  TURN RIGHT ON THORNHILL ROAD AND GO SOUTH FOR 1.35 MI
 DO9760'(2.2 KM) TO THE INTERSECTION OF COUNTRY WALK LANE ON THE LEFT AND
 DO9760'MOONLITE PASS ON THE RIGHT.  TURN RIGHT ON MOONLITE PASS AND GO WEST
 DO9760'FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF OLD THORNHILL ROAD.  TURN
 DO9760'LEFT ON OLD THORNHILL ROAD AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE
 DO9760'JUNCTION OF FOX HUNT DRIVE ON THE RIGHT.  TURN RIGHT ON FOX HUNT DRIVE
 DO9760'AND GO WEST FOR 0.75 MI (1.2 KM) TO THE WEST END OF FOX HUNT DRIVE AND
 DO9760'A METAL GATE, GO THROUGH THE GATE AND GO SOUTHWEST, ALONG A GRASS
 DO9760'COVERED ROAD, FOR 0.2 MI (0.3 KM) TO A CONCRETE SPILLWAY, A WELL SITE
 DO9760'ON THE LEFT AND THE MARK AHEAD, AN ALUMINUM DISK SET IN THE TOP OF THE
 DO9760'NORTHWEST CORNER OF A CONCRETE SPILLWAY AND LEVEL WITH THE GRAVEL
 DO9760'ROAD.
 DO9760'
 DO9760'LOCATED 70.7 FT (21.5 M) WEST OF A WELL HEAD, 67.6 FT (20.6 M) WEST OF
 DO9760'SURVEY MARK 719704 B, 8.0 FT (2.4 M) EAST OF A CARSONITE WITNESS POST
 DO9760'AND 7.0 FT (2.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE CONCRETE
 DO9760'SPILLWAY ROAD.
 DO9760'
 DO9760'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9759 ***********************************************************************
 DO9759  DESIGNATION -  719704 B
 DO9759  PID         -  DO9759
 DO9759  STATE/COUNTY-  FL/POLK
 DO9759  COUNTRY     -  US
 DO9759  USGS QUAD   -  BARTOW (2018)
 DO9759
 DO9759                         *CURRENT SURVEY CONTROL
 DO9759  ______________________________________________________________________
 DO9759* NAD 83(1986) POSITION- 27 59 31.9    (N) 081 49 23.6    (W)   HD_HELD2
 DO9759* NAVD 88 ORTHO HEIGHT -    30.118 (meters)       98.81  (feet) ADJUSTED
 DO9759  ______________________________________________________________________
 DO9759  GEOID HEIGHT    -        -26.316 (meters)                     GEOID18
 DO9759  DYNAMIC HEIGHT  -         30.073 (meters)       98.66  (feet) COMP
 DO9759  MODELED GRAVITY -    979,163.9   (mgal)                       NAVD 88
 DO9759
 DO9759  VERT ORDER      -  SECOND    CLASS I
 DO9759
 DO9759.The horizontal coordinates were established by autonomous hand held GPS
 DO9759.observations and have an estimated accuracy of +/- 10 meters.
 DO9759
 DO9759.The orthometric height was determined by differential leveling and
 DO9759.adjusted by the NATIONAL GEODETIC SURVEY
 DO9759.in January 2014.
 DO9759
 DO9759.No vertical observational check was made to the station.
 DO9759
 DO9759.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9759.GEOID18 height accuracy estimate available here.
 DO9759
 DO9759.Click photographs - Photos may exist for this station.
 DO9759
 DO9759.The dynamic height is computed by dividing the NAVD 88
 DO9759.geopotential number by the normal gravity value computed on the
 DO9759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9759.degrees latitude (g = 980.6199 gals.).
 DO9759
 DO9759.The modeled gravity was interpolated from observed gravity values.
 DO9759
 DO9759;                    North         East    Units  Estimated Accuracy
 DO9759;SPC FL W     -   405,357.      217,388.      MT  (+/- 10 meters HH2 GPS)
 DO9759
 DO9759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1905196610(NAD 83)
 DO9759
 DO9759                          SUPERSEDED SURVEY CONTROL
 DO9759
 DO9759.No superseded survey control is available for this station.
 DO9759
 DO9759_MARKER: DD = SURVEY DISK
 DO9759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9759_STAMPING: SID 719704 B 2008
 DO9759_MARK LOGO: SWFWMD
 DO9759_PROJECTION: FLUSH
 DO9759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9759+STABILITY: SURFACE MOTION
 DO9759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9759+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2013
 DO9759
 DO9759  HISTORY     - Date     Condition        Report By
 DO9759  HISTORY     - 20080916 MONUMENTED       SWFWMD
 DO9759  HISTORY     - 20130408 GOOD             FLDEP
 DO9759
 DO9759                          STATION DESCRIPTION
 DO9759
 DO9759'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9759'THE MARK IS ABOUT 5.9 MI (9.5 KM) WEST-SOUTHWEST OF WINTER HAVEN, 5.4
 DO9759'MI (8.7 KM) SOUTH-SOUTHWEST OF AUBURNDALE, 5.2 MI (8.4 KM) WEST OF
 DO9759'ELOISE, IN SECTION 4, TOWNSHIP 29 SOUTH, RANGE 25 EAST.
 DO9759'
 DO9759'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9759'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9759'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9759'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9759'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9759'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9759'(WINTER LAKE ROAD) FOR 1.8 MI (2.9 KM) TO THE INTERSECTION OF
 DO9759'THORNHILL ROAD.  TURN RIGHT ON THORNHILL ROAD AND GO SOUTH FOR 1.35 MI
 DO9759'(2.2 KM) TO THE INTERSECTION OF COUNTRY WALK LANE ON THE LEFT AND
 DO9759'MOONLITE PASS ON THE RIGHT.  TURN RIGHT ON MOONLITE PASS AND GO WEST
 DO9759'FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF OLD THORNHILL ROAD.  TURN
 DO9759'LEFT ON OLD THORNHILL ROAD AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE
 DO9759'JUNCTION OF FOX HUNT DRIVE ON THE RIGHT.  TURN RIGHT ON FOX HUNT DRIVE
 DO9759'AND GO WEST FOR 0.75 MI (1.2 KM) TO THE WEST END OF FOX HUNT DRIVE AND
 DO9759'A METAL GATE, GO THROUGH THE GATE AND GO SOUTHWEST, ALONG A GRASS
 DO9759'COVERED ROAD, FOR 0.2 MI (0.3 KM) TO A CONCRETE SPILLWAY, A WELL SITE
 DO9759'ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM DISK SET IN THE TOP
 DO9759'OF A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 DO9759'LEVEL WITH THE GRAVEL ROAD.
 DO9759'
 DO9759'LOCATED 67.6 FT (20.6 M) EAST OF SURVEY MARK 719704 A, 8.8 FT (2.7 M)
 DO9759'SOUTH OF THE APPROXIMATE CENTERLINE OF THE GRAVEL ROAD, 3.0 FT (0.9 M)
 DO9759'WEST OF A WELL HEAD AND 0.6 FT (18 CM) NORTH OF A CARSONITE WITNESS
 DO9759'POST.
 DO9759'
 DO9759'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5702 ***********************************************************************
 DL5702  DESIGNATION -  72 81 A 34
 DL5702  PID         -  DL5702
 DL5702  STATE/COUNTY-  FL/DUVAL
 DL5702  COUNTRY     -  US
 DL5702  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 DL5702
 DL5702                         *CURRENT SURVEY CONTROL
 DL5702  ______________________________________________________________________
 DL5702* NAD 83(1986) POSITION- 30 15 49.     (N) 081 23 15.     (W)   SCALED
 DL5702* NAVD 88 ORTHO HEIGHT -     2.970 (meters)        9.74  (feet) ADJUSTED
 DL5702  ______________________________________________________________________
 DL5702  GEOID HEIGHT    -        -28.545 (meters)                     GEOID18
 DL5702  DYNAMIC HEIGHT  -          2.966 (meters)        9.73  (feet) COMP
 DL5702  MODELED GRAVITY -    979,352.1   (mgal)                       NAVD 88
 DL5702
 DL5702  VERT ORDER      -  FIRST     CLASS II
 DL5702
 DL5702.The horizontal coordinates were scaled from a map and have
 DL5702.an estimated accuracy of +/- 6 seconds.
 DL5702
 DL5702.The orthometric height was determined by differential leveling and
 DL5702.adjusted by the NATIONAL GEODETIC SURVEY
 DL5702.in January 2010.
 DL5702
 DL5702.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5702.GEOID18 height accuracy estimate available here.
 DL5702
 DL5702.Click photographs - Photos may exist for this station.
 DL5702
 DL5702.The dynamic height is computed by dividing the NAVD 88
 DL5702.geopotential number by the normal gravity value computed on the
 DL5702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5702.degrees latitude (g = 980.6199 gals.).
 DL5702
 DL5702.The modeled gravity was interpolated from observed gravity values.
 DL5702
 DL5702;                    North         East    Units  Estimated Accuracy
 DL5702;SPC FL E     -   657,150.      162,710.      MT  (+/- 180 meters Scaled)
 DL5702
 DL5702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP627480(NAD 83)
 DL5702
 DL5702                          SUPERSEDED SURVEY CONTROL
 DL5702
 DL5702.No superseded survey control is available for this station.
 DL5702
 DL5702_MARKER: DD = SURVEY DISK
 DL5702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5702_STAMPING: 72 81 A 34
 DL5702_MARK LOGO: FLDNR
 DL5702_PROJECTION: FLUSH
 DL5702_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5702+STABILITY: SURFACE MOTION
 DL5702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5702+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2007
 DL5702
 DL5702  HISTORY     - Date     Condition        Report By
 DL5702  HISTORY     - 1981     MONUMENTED       FLDNR
 DL5702  HISTORY     - 20070512 GOOD             FLDEP
 DL5702
 DL5702                          STATION DESCRIPTION
 DL5702
 DL5702'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5702'THE MARK IS 4.8 MI (6.9 KM) NORTH OF PONTE VEDRA BEACH, 1.7 MI (3.7
 DL5702'KM) SOUTH OF JACKSONVILLE BEACH, IN SECTION 9, TOWNSHIP 3 SOUTH, RANGE
 DL5702'29 EAST.
 DL5702'
 DL5702'TO REACH THE MARK FROM THE JUNCTION OF BEACH BOULEVARD (U.S. HIGHWAY
 DL5702'90) AND THIRD STREET SOUTH STATE HIGHWAY A1A) IN JACKSONVILLE BEACH,
 DL5702'GO SOUTH ON THIRD STREET SOUTH (STATE HIGHWAY A1A) FOR 1.7 MI (2.7 KM)
 DL5702'TO THE INTERSECTION OF 33RD AVENUE SOUTH AND THE MARK ON THE LEFT, SET
 DL5702'IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.4 FT (0.1 M) BELOW THE
 DL5702'LEVEL OF THE GROUND AND BELOW THE LEVEL OF 33RD AVENUE SOUTH.
 DL5702'
 DL5702'LOCATED 55.5 FT (16.9 M) EAST OF STATE HIGHWAY A1A NORTHBOUND LANES,
 DL5702'21.0 FT (6.4 M) EAST-SOUTHEAST OF A CITY OF JACKSONVILLE BEACH MAN
 DL5702'HOLE COVER, 19.3 FT (5.9 M) EAST-SOUTHEAST OF A STOP SIGN WITH THIRD
 DL5702'STREET SOUTH, 33RD AVENUE SOUTH ON THE TOP OF IT, 19.0 FT (5.8 M)
 DL5702'NORTH OF THE CENTERLINE OF 33RD AVENUE SOUTH, 9.0 FT (2.7 M) SOUTH OF
 DL5702'A 4.0 FT (1.2 M) TALL CHAIN LINK FENCE, 8.7 FT (2.7 M) EAST-SOUTHEAST
 DL5702'OF A CARSONITE WITNESS POST, 8.5 FT (2.6 M) EAST-SOUTHEAST OF A WOODEN
 DL5702'POWER POLE WITH ONE LIGHT AND ONE TRANSFORMER ATTACHED AND 1.7 FT (0.5
 DL5702'M) NORTH OF THE NORTH CURB OF 33RD AVENUE SOUTH.
 DL5702'
 DL5702'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL5702'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5703 ***********************************************************************
 DL5703  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5703  DESIGNATION -  72 81 A10
 DL5703  PID         -  DL5703
 DL5703  STATE/COUNTY-  FL/DUVAL
 DL5703  COUNTRY     -  US
 DL5703  USGS QUAD   -  MAYPORT (2018)
 DL5703
 DL5703                         *CURRENT SURVEY CONTROL
 DL5703  ______________________________________________________________________
 DL5703* NAD 83(1986) POSITION- 30 23 46.     (N) 081 23 40.     (W)   SCALED
 DL5703* NAVD 88 ORTHO HEIGHT -     3.631 (meters)       11.91  (feet) ADJUSTED
 DL5703  ______________________________________________________________________
 DL5703  GEOID HEIGHT    -        -28.590 (meters)                     GEOID18
 DL5703  DYNAMIC HEIGHT  -          3.627 (meters)       11.90  (feet) COMP
 DL5703  MODELED GRAVITY -    979,365.0   (mgal)                       NAVD 88
 DL5703
 DL5703  VERT ORDER      -  FIRST     CLASS II
 DL5703
 DL5703.The horizontal coordinates were scaled from a map and have
 DL5703.an estimated accuracy of +/- 6 seconds.
 DL5703
 DL5703.The orthometric height was determined by differential leveling and
 DL5703.adjusted by the NATIONAL GEODETIC SURVEY
 DL5703.in January 2010.
 DL5703
 DL5703.No vertical observational check was made to the station.
 DL5703
 DL5703.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5703.GEOID18 height accuracy estimate available here.
 DL5703
 DL5703.This Tidal Bench Mark is designated as VM 13509
 DL5703.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5703
 DL5703.Click photographs - Photos may exist for this station.
 DL5703
 DL5703.The dynamic height is computed by dividing the NAVD 88
 DL5703.geopotential number by the normal gravity value computed on the
 DL5703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5703.degrees latitude (g = 980.6199 gals.).
 DL5703
 DL5703.The modeled gravity was interpolated from observed gravity values.
 DL5703
 DL5703;                    North         East    Units  Estimated Accuracy
 DL5703;SPC FL E     -   671,840.      162,100.      MT  (+/- 180 meters Scaled)
 DL5703
 DL5703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP621627(NAD 83)
 DL5703
 DL5703                          SUPERSEDED SURVEY CONTROL
 DL5703
 DL5703.No superseded survey control is available for this station.
 DL5703
 DL5703_MARKER: DD = SURVEY DISK
 DL5703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5703_STAMPING: 72 81 A10
 DL5703_MARK LOGO: FLDNR
 DL5703_PROJECTION: RECESSED 3 CENTIMETERS
 DL5703_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5703+STABILITY: SURFACE MOTION
 DL5703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5703+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DL5703
 DL5703  HISTORY     - Date     Condition        Report By
 DL5703  HISTORY     - 1981     MONUMENTED       FLDNR
 DL5703  HISTORY     - 20070523 GOOD             FLDEP
 DL5703
 DL5703                          STATION DESCRIPTION
 DL5703
 DL5703'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5703'THE MARK IS IN MAYPORT, ON THE MAYPORT NAVAL BASIN, AT THE END OF
 DL5703'BALTIMORE STREET, ESTIMATED SECTION 28, TOWNSHIP 1 SOUTH, RANGE 29
 DL5703'EAST.    TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BLVD (STATE
 DL5703'ROAD 10) AND MAYPORT ROAD (STATE ROAD A1A) ON THE SOUTH SIDE OF
 DL5703'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE ROAD A1A) FOR 2.25 MI (3.6
 DL5703'KM) TO THE JUNCTION OF COUNTY ROAD 101 (MAYPORT ROAD-MAIN STREET),
 DL5703'CONTINUE NORTH ON MAYPORT ROAD (COUNTY ROAD 101) FOR 1.8 MI (2.9 KM)
 DL5703'TO THE ENTRANCE OF MAYPORT NAVAL BASIN STATION, PASSING THROUGH THE
 DL5703'CHECK-IN STATION CONTINUE NORTH ON MAIN STREET FOR 0.1 MI (0.2 KM) TO
 DL5703'THE JUNCTION OF MOALE AVENUE, TURN RIGHT ON MOALE AVENUE AND GO EAST
 DL5703'FOR 0.65 MI (1.0 KM) TO THE JUNCTION OF BALTIMORE STREET, TURN LEFT ON
 DL5703'BALTIMORE STREET AND GO NORTH FOR 0.9 MI (1.4 KM) TO THE END OF THE
 DL5703'PAVEMENT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE
 DL5703'MONUMENT RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE GROUND AND 6.0
 DL5703'FT (1.8 M) ABOVE THE LEVEL OF BALTIMORE STREET.    LOCATED 266.0 FT
 DL5703'(81.1 M) NORTH OF THE APPROXIMATE CENTER OF BALTIMORE STREET, 229.0 FT
 DL5703'(69.8 M) EAST OF A NOS TIDAL BENCH MARK STAMPED 0214 C 1995 AND 3.2 FT
 DL5703'(1.0 M) SOUTHEAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4002 ***********************************************************************
 AB4002  DESIGNATION -  72 94 GPS 1
 AB4002  PID         -  AB4002
 AB4002  STATE/COUNTY-  FL/DUVAL
 AB4002  COUNTRY     -  US
 AB4002  USGS QUAD   -  BALDWIN (2018)
 AB4002
 AB4002                         *CURRENT SURVEY CONTROL
 AB4002  ______________________________________________________________________
 AB4002* NAD 83(2011) POSITION- 30 18 09.47797(N) 081 58 58.34144(W)   ADJUSTED
 AB4002* NAD 83(2011) ELLIP HT-    -3.194 (meters)        (06/27/12)   ADJUSTED
 AB4002* NAD 83(2011) EPOCH   -  2010.00
 AB4002* NAVD 88 ORTHO HEIGHT -    24.987 (meters)       81.98  (feet) ADJUSTED
 AB4002  ______________________________________________________________________
 AB4002  GEOID HEIGHT    -        -28.182 (meters)                     GEOID18
 AB4002  NAD 83(2011) X  -    768,670.504 (meters)                     COMP
 AB4002  NAD 83(2011) Y  - -5,457,536.922 (meters)                     COMP
 AB4002  NAD 83(2011) Z  -  3,199,381.416 (meters)                     COMP
 AB4002  LAPLACE CORR    -          0.72  (seconds)                    DEFLEC18
 AB4002  DYNAMIC HEIGHT  -         24.954 (meters)       81.87  (feet) COMP
 AB4002  MODELED GRAVITY -    979,346.2   (mgal)                       NAVD 88
 AB4002
 AB4002  VERT ORDER      -  FIRST     CLASS II
 AB4002
 AB4002  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4002  Standards:
 AB4002         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4002            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4002  -------------------------------------------------------------------
 AB4002  NETWORK    0.75   1.06           0.32   0.29   0.54     -0.14449431
 AB4002  -------------------------------------------------------------------
 AB4002  Click here for local accuracies and other accuracy information.
 AB4002
 AB4002.The horizontal coordinates were established by GPS observations
 AB4002.and adjusted by the National Geodetic Survey in June 2012.
 AB4002
 AB4002.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4002.been affixed to the stable North American tectonic plate. See 
 AB4002.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4002
 AB4002.The horizontal coordinates are valid at the epoch date displayed above
 AB4002.which is a decimal equivalence of Year/Month/Day.
 AB4002
 AB4002.The orthometric height was determined by differential leveling and
 AB4002.adjusted by the NATIONAL GEODETIC SURVEY
 AB4002.in August 2011.
 AB4002
 AB4002.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4002.GEOID18 height accuracy estimate available here.
 AB4002
 AB4002.Click photographs - Photos may exist for this station.
 AB4002
 AB4002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4002
 AB4002.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4002
 AB4002.The ellipsoidal height was determined by GPS observations
 AB4002.and is referenced to NAD 83.
 AB4002
 AB4002.The dynamic height is computed by dividing the NAVD 88
 AB4002.geopotential number by the normal gravity value computed on the
 AB4002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4002.degrees latitude (g = 980.6199 gals.).
 AB4002
 AB4002.The modeled gravity was interpolated from observed gravity values.
 AB4002
 AB4002. The following values were computed from the NAD 83(2011) position.
 AB4002
 AB4002;                    North         East     Units Scale Factor Converg.
 AB4002;SPC FL E     -   661,823.157   105,458.610   MT  1.00005141   -0 29 45.5
 AB4002;SPC FL E     - 2,171,331.47    345,992.12   sFT  1.00005141   -0 29 45.5
 AB4002;UTM  17      - 3,352,729.327   405,490.867   MT  0.99971019   -0 29 45.5
 AB4002
 AB4002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4002!SPC FL E     -   1.00000050  x   1.00005141  =   1.00005191
 AB4002!UTM  17      -   1.00000050  x   0.99971019  =   0.99971069
 AB4002
 AB4002:                Primary Azimuth Mark                     Grid Az
 AB4002:SPC FL E     -  72 94 GPS 2                              088 21 18.4
 AB4002:UTM  17      -  72 94 GPS 2                              088 21 18.4
 AB4002
 AB4002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP0549052729(NAD 83)
 AB4002
 AB4002|---------------------------------------------------------------------|
 AB4002| PID    Reference Object                     Distance      Geod. Az  |
 AB4002|                                                           dddmmss.s |
 AB4002| AB4003 72 94 GPS 2                         APPROX. 1.0 KM 0875132.9 |
 AB4002|---------------------------------------------------------------------|
 AB4002
 AB4002                          SUPERSEDED SURVEY CONTROL
 AB4002
 AB4002  NAD 83(2007)-  30 18 09.47806(N)    081 58 58.34222(W) AD(2002.00) 0
 AB4002  ELLIP H (02/10/07)   -3.178  (m)                       GP(2002.00)    
 AB4002  NAD 83(1999)-  30 18 09.47826(N)    081 58 58.34180(W) AD(       ) 1
 AB4002  ELLIP H (06/19/01)   -3.207  (m)                       GP(       ) 4 1
 AB4002  NAD 83(1990)-  30 18 09.47743(N)    081 58 58.34203(W) AD(       ) 1
 AB4002  ELLIP H (06/10/96)   -3.320  (m)                       GP(       ) 2 2
 AB4002  NAVD 88 (06/10/96)   25.0    (m)  GEOID93  model used  GPS OBS        
 AB4002
 AB4002.Superseded values are not recommended for survey control.
 AB4002
 AB4002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4002.See file dsdata.pdf to determine how the superseded data were derived.
 AB4002
 AB4002_MARKER: DD = SURVEY DISK
 AB4002_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB4002_SP_SET: SIDEWALK
 AB4002_STAMPING: 72 94 GPS 1
 AB4002_MARK LOGO: FLDT
 AB4002_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4002_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4002+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2009
 AB4002
 AB4002  HISTORY     - Date     Condition        Report By
 AB4002  HISTORY     - 1994     MONUMENTED       FLDT
 AB4002  HISTORY     - 20090110 GOOD             FLDEP
 AB4002  HISTORY     - 20190710 GOOD             FLDT
 AB4002
 AB4002                          STATION DESCRIPTION
 AB4002
 AB4002'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4002'THE STATION IS LOCATED IN BALDWIN, SECTION 26, TOWNSHIP 2 SOUTH, RANGE
 AB4002'23 EAST. STATION IS 0.5 MI (0.8 KM) WEST OF RAILROAD CROSSING, IS IN
 AB4002'THE SOUTHEAST QUADRANT OF INTERSECTION OF U.S. HIGHWAY 301 SOUTH
 AB4002'(STATE ROAD 200) AND U.S. HIGHWAY 90 EAST (STATE ROAD 10), IS SOUTH OF
 AB4002'LOYDS PACKAGE STORE. LOCATED IN CONCRETE SIDEWALK, 39.5 FT (12.0 M)
 AB4002'SOUTH OF CENTERLINE OF U.S. HIGHWAY 90, 66.3 FT (20.2 M) NORTHWEST OF
 AB4002'FIRE HYDRANT, 79.0 FT (24.1 M) WEST OF CENTERLINE OF LIMA STREET,
 AB4002'173.0 FT (52.7 M) EAST OF CENTERLINE OF U.S. HIGHWAY 301. DESCRIBED BY
 AB4002'RLB.
 AB4002
 AB4002                          STATION RECOVERY (2009)
 AB4002
 AB4002'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 AB4002'RECOVERED AS DESCRIBED.
 AB4002
 AB4002                          STATION RECOVERY (2019)
 AB4002
 AB4002'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2019 (MLH)
 AB4002'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4003 ***********************************************************************
 AB4003  DESIGNATION -  72 94 GPS 2
 AB4003  PID         -  AB4003
 AB4003  STATE/COUNTY-  FL/DUVAL
 AB4003  COUNTRY     -  US
 AB4003  USGS QUAD   -  BALDWIN (2018)
 AB4003
 AB4003                         *CURRENT SURVEY CONTROL
 AB4003  ______________________________________________________________________
 AB4003* NAD 83(2011) POSITION- 30 18 10.66612(N) 081 58 21.66804(W)   ADJUSTED
 AB4003* NAD 83(2011) ELLIP HT-    -2.626 (meters)        (06/27/12)   ADJUSTED
 AB4003* NAD 83(2011) EPOCH   -  2010.00
 AB4003* NAVD 88 ORTHO HEIGHT -    25.547 (meters)       83.82  (feet) ADJUSTED
 AB4003  ______________________________________________________________________
 AB4003  GEOID HEIGHT    -        -28.176 (meters)                     GEOID18
 AB4003  NAD 83(2011) X  -    769,638.320 (meters)                     COMP
 AB4003  NAD 83(2011) Y  - -5,457,382.373 (meters)                     COMP
 AB4003  NAD 83(2011) Z  -  3,199,413.291 (meters)                     COMP
 AB4003  LAPLACE CORR    -          0.70  (seconds)                    DEFLEC18
 AB4003  DYNAMIC HEIGHT  -         25.514 (meters)       83.71  (feet) COMP
 AB4003  MODELED GRAVITY -    979,346.9   (mgal)                       NAVD 88
 AB4003
 AB4003  VERT ORDER      -  FIRST     CLASS II
 AB4003
 AB4003  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4003  Standards:
 AB4003         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4003            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4003  -------------------------------------------------------------------
 AB4003  NETWORK    0.74   1.06           0.31   0.29   0.54     -0.14303736
 AB4003  -------------------------------------------------------------------
 AB4003  Click here for local accuracies and other accuracy information.
 AB4003
 AB4003.The horizontal coordinates were established by GPS observations
 AB4003.and adjusted by the National Geodetic Survey in June 2012.
 AB4003
 AB4003.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4003.been affixed to the stable North American tectonic plate. See 
 AB4003.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4003
 AB4003.The horizontal coordinates are valid at the epoch date displayed above
 AB4003.which is a decimal equivalence of Year/Month/Day.
 AB4003
 AB4003.The orthometric height was determined by differential leveling and
 AB4003.adjusted by the NATIONAL GEODETIC SURVEY
 AB4003.in August 2011.
 AB4003
 AB4003.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4003.GEOID18 height accuracy estimate available here.
 AB4003
 AB4003.Click photographs - Photos may exist for this station.
 AB4003
 AB4003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4003
 AB4003.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4003
 AB4003.The ellipsoidal height was determined by GPS observations
 AB4003.and is referenced to NAD 83.
 AB4003
 AB4003.The dynamic height is computed by dividing the NAVD 88
 AB4003.geopotential number by the normal gravity value computed on the
 AB4003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4003.degrees latitude (g = 980.6199 gals.).
 AB4003
 AB4003.The modeled gravity was interpolated from observed gravity values.
 AB4003
 AB4003. The following values were computed from the NAD 83(2011) position.
 AB4003
 AB4003;                    North         East     Units Scale Factor Converg.
 AB4003;SPC FL E     -   661,851.306   106,438.852   MT  1.00004913   -0 29 27.0
 AB4003;SPC FL E     - 2,171,423.83    349,208.13   sFT  1.00004913   -0 29 27.0
 AB4003;UTM  17      - 3,352,757.467   406,470.774   MT  0.99970792   -0 29 27.0
 AB4003
 AB4003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4003!SPC FL E     -   1.00000041  x   1.00004913  =   1.00004954
 AB4003!UTM  17      -   1.00000041  x   0.99970792  =   0.99970833
 AB4003
 AB4003:                Primary Azimuth Mark                     Grid Az
 AB4003:SPC FL E     -  72 94 GPS 1                              268 21 18.4
 AB4003:UTM  17      -  72 94 GPS 1                              268 21 18.4
 AB4003
 AB4003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP0647052757(NAD 83)
 AB4003
 AB4003|---------------------------------------------------------------------|
 AB4003| PID    Reference Object                     Distance      Geod. Az  |
 AB4003|                                                           dddmmss.s |
 AB4003| AB4002 72 94 GPS 1                         APPROX. 1.0 KM 2675151.4 |
 AB4003|---------------------------------------------------------------------|
 AB4003
 AB4003                          SUPERSEDED SURVEY CONTROL
 AB4003
 AB4003  NAD 83(2007)-  30 18 10.66622(N)    081 58 21.66882(W) AD(2002.00) 0
 AB4003  ELLIP H (02/10/07)   -2.610  (m)                       GP(2002.00)    
 AB4003  NAD 83(1999)-  30 18 10.66641(N)    081 58 21.66841(W) AD(       ) 1
 AB4003  ELLIP H (06/19/01)   -2.638  (m)                       GP(       ) 4 1
 AB4003  NAD 83(1990)-  30 18 10.66558(N)    081 58 21.66863(W) AD(       ) 1
 AB4003  ELLIP H (06/10/96)   -2.751  (m)                       GP(       ) 2 2
 AB4003  NAVD 88 (06/10/96)   25.6    (m)  GEOID93  model used  GPS OBS        
 AB4003
 AB4003.Superseded values are not recommended for survey control.
 AB4003
 AB4003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4003.See file dsdata.pdf to determine how the superseded data were derived.
 AB4003
 AB4003_MARKER: DD = SURVEY DISK
 AB4003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4003_STAMPING: 72 94 GPS 2
 AB4003_MARK LOGO: FLDT
 AB4003_PROJECTION: FLUSH
 AB4003_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB4003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4003+STABILITY: SURFACE MOTION
 AB4003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4003+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2019
 AB4003
 AB4003  HISTORY     - Date     Condition        Report By
 AB4003  HISTORY     - 1994     MONUMENTED       FLDT
 AB4003  HISTORY     - 20050725 GOOD             JCLS
 AB4003  HISTORY     - 20090110 GOOD             FLDEP
 AB4003  HISTORY     - 20101112 GOOD             JCLS
 AB4003  HISTORY     - 20111104 GOOD             JCLS
 AB4003  HISTORY     - 20141202 GOOD             JCLS
 AB4003  HISTORY     - 20190710 GOOD             FLDT
 AB4003
 AB4003                          STATION DESCRIPTION
 AB4003
 AB4003'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4003'THE STATION IS LOCATED IN BALDWIN, SECTION 26, TOWNSHIP 2 SOUTH, RANGE
 AB4003'23 EAST. STATION IS 0.1 MI (0.2 KM) EAST OF RAILROAD CROSSING, IS IN A
 AB4003'TRIANGULAR SHAPED GRASS MEDIAN AT THE INTERSECTION OF U.S. HIGHWAY 301
 AB4003'NORTH (STATE ROAD 200) AND U.S. HIGHWAY 90 (STATE ROAD 10). LOCATED
 AB4003'19.0 FT (5.8 M) EAST OF CENTER OF MONITORING WELL, 24.0 FT (7.3 M)
 AB4003'NORTH OF CENTERLINE OF U.S. HIGHWAY 90 WESTBOUND LANE, 40.0 FT (12.2
 AB4003'M) WEST OF METAL SIGN POST, 53.5 FT (16.3 M) SOUTH OF THE CENTER OF A
 AB4003'STORM DRAIN DROP INLET WITH A STEEL GRATE. STATION IS RECESSED 0.4 FT
 AB4003'(12.2 CM) . DESCRIBED BY RLB.
 AB4003
 AB4003                          STATION RECOVERY (2005)
 AB4003
 AB4003'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (CEL)
 AB4003'RECOVERED IN GOOD CONDITION.
 AB4003
 AB4003                          STATION RECOVERY (2009)
 AB4003
 AB4003'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 AB4003'RECOVERED IN GOOD CONDITION WITH THIS ADDITION, A MAGNET WAS EMBEDDED
 AB4003'IN THE GROUND ON THE SOUTH SIDE OF THE MONUMENT.
 AB4003
 AB4003                          STATION RECOVERY (2010)
 AB4003
 AB4003'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 AB4003'RECOVERED IN GOOD CONDITION.
 AB4003
 AB4003                          STATION RECOVERY (2011)
 AB4003
 AB4003'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 AB4003'RECOVERED IN GOOD CONDITION.
 AB4003
 AB4003                          STATION RECOVERY (2014)
 AB4003
 AB4003'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2014 (MRY)
 AB4003'RECOVERED IN GOOD CONDITION.
 AB4003
 AB4003                          STATION RECOVERY (2019)
 AB4003
 AB4003'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2019 (MLH)
 AB4003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4004 ***********************************************************************
 AB4004  DESIGNATION -  72 94 GPS 3
 AB4004  PID         -  AB4004
 AB4004  STATE/COUNTY-  FL/DUVAL
 AB4004  COUNTRY     -  US
 AB4004  USGS QUAD   -  BALDWIN (2018)
 AB4004
 AB4004                         *CURRENT SURVEY CONTROL
 AB4004  ______________________________________________________________________
 AB4004* NAD 83(2011) POSITION- 30 21 20.49343(N) 081 56 58.28081(W)   ADJUSTED
 AB4004* NAD 83(2011) ELLIP HT-    -4.732 (meters)        (06/27/12)   ADJUSTED
 AB4004* NAD 83(2011) EPOCH   -  2010.00
 AB4004* NAVD 88 ORTHO HEIGHT -    23.451 (meters)       76.94  (feet) ADJUSTED
 AB4004  ______________________________________________________________________
 AB4004  GEOID HEIGHT    -        -28.194 (meters)                     GEOID18
 AB4004  NAD 83(2011) X  -    771,430.886 (meters)                     COMP
 AB4004  NAD 83(2011) Y  - -5,454,146.265 (meters)                     COMP
 AB4004  NAD 83(2011) Z  -  3,204,457.712 (meters)                     COMP
 AB4004  LAPLACE CORR    -          0.44  (seconds)                    DEFLEC18
 AB4004  DYNAMIC HEIGHT  -         23.421 (meters)       76.84  (feet) COMP
 AB4004  MODELED GRAVITY -    979,352.6   (mgal)                       NAVD 88
 AB4004
 AB4004  VERT ORDER      -  FIRST     CLASS II
 AB4004
 AB4004  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4004  Standards:
 AB4004         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4004            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4004  -------------------------------------------------------------------
 AB4004  NETWORK    0.66   1.00           0.29   0.25   0.51     -0.11191983
 AB4004  -------------------------------------------------------------------
 AB4004  Click here for local accuracies and other accuracy information.
 AB4004
 AB4004.The horizontal coordinates were established by GPS observations
 AB4004.and adjusted by the National Geodetic Survey in June 2012.
 AB4004
 AB4004.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4004.been affixed to the stable North American tectonic plate. See 
 AB4004.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4004
 AB4004.The horizontal coordinates are valid at the epoch date displayed above
 AB4004.which is a decimal equivalence of Year/Month/Day.
 AB4004
 AB4004.The orthometric height was determined by differential leveling and
 AB4004.adjusted by the NATIONAL GEODETIC SURVEY
 AB4004.in August 2011.
 AB4004
 AB4004.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4004.GEOID18 height accuracy estimate available here.
 AB4004
 AB4004.Click photographs - Photos may exist for this station.
 AB4004
 AB4004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4004
 AB4004.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4004
 AB4004.The ellipsoidal height was determined by GPS observations
 AB4004.and is referenced to NAD 83.
 AB4004
 AB4004.The dynamic height is computed by dividing the NAVD 88
 AB4004.geopotential number by the normal gravity value computed on the
 AB4004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4004.degrees latitude (g = 980.6199 gals.).
 AB4004
 AB4004.The modeled gravity was interpolated from observed gravity values.
 AB4004
 AB4004. The following values were computed from the NAD 83(2011) position.
 AB4004
 AB4004;                    North         East     Units Scale Factor Converg.
 AB4004;SPC FL E     -   667,678.020   108,715.902   MT  1.00004394   -0 28 47.6
 AB4004;SPC FL E     - 2,190,540.30    356,678.76   sFT  1.00004394   -0 28 47.6
 AB4004;UTM  17      - 3,358,582.192   408,747.048   MT  0.99970273   -0 28 47.6
 AB4004
 AB4004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4004!SPC FL E     -   1.00000074  x   1.00004394  =   1.00004468
 AB4004!UTM  17      -   1.00000074  x   0.99970273  =   0.99970347
 AB4004
 AB4004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP0874758582(NAD 83)
 AB4004
 AB4004                          SUPERSEDED SURVEY CONTROL
 AB4004
 AB4004  NAD 83(2007)-  30 21 20.49352(N)    081 56 58.28159(W) AD(2002.00) 0
 AB4004  ELLIP H (02/10/07)   -4.716  (m)                       GP(2002.00)    
 AB4004  NAD 83(1999)-  30 21 20.49376(N)    081 56 58.28106(W) AD(       ) 1
 AB4004  ELLIP H (06/19/01)   -4.746  (m)                       GP(       ) 4 1
 AB4004  NAD 83(1990)-  30 21 20.49295(N)    081 56 58.28140(W) AD(       ) 1
 AB4004  ELLIP H (06/10/96)   -4.867  (m)                       GP(       ) 2 2
 AB4004  NAVD 88 (06/10/96)   23.5    (m)  GEOID93  model used  GPS OBS        
 AB4004
 AB4004.Superseded values are not recommended for survey control.
 AB4004
 AB4004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4004.See file dsdata.pdf to determine how the superseded data were derived.
 AB4004
 AB4004_MARKER: DD = SURVEY DISK
 AB4004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4004_STAMPING: 72 94 GPS 3
 AB4004_MARK LOGO: FLDT
 AB4004_PROJECTION: RECESSED 13 CENTIMETERS
 AB4004_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB4004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4004+STABILITY: SURFACE MOTION
 AB4004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4004+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2011
 AB4004
 AB4004  HISTORY     - Date     Condition        Report By
 AB4004  HISTORY     - 1994     MONUMENTED       FLDT
 AB4004  HISTORY     - 20090110 GOOD             FLDEP
 AB4004  HISTORY     - 20111019 GOOD             ATKNA
 AB4004
 AB4004                          STATION DESCRIPTION
 AB4004
 AB4004'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4004'THE STATION IS ABOUT 3.9 MI (6.3 KM) NORTHEAST OF BALDWIN IN SECTION
 AB4004'6, TOWNSHIP 2 SOUTH, RANGE 24 EAST. TO REACH THE STATION FROM THE
 AB4004'INTERSECTION OF U.S. HIGHWAY 301 NORTH (STATE ROAD 200) AND U.S.
 AB4004'HIGHWAY 90 (STATE ROAD 10) IN BALDWIN, GO 3.9 MI (6.3 KM) NORTHEAST
 AB4004'ALONG U.S. HIGHWAY 301 TO STATION ON THE EAST SHOULDER OF ROAD, IS 0.6
 AB4004'MI (1.0 KM) SOUTHWEST OF THE DUVAL AND NASSAU COUNTY LINE. LOCATED
 AB4004'60.7 FT (18.5 M) WEST OF METAL WITNESS POST, 38.5 FT (11.7 M) EAST OF
 AB4004'CENTERLINE OF U.S. HIGHWAY 301, 107.0 FT (32.6 M) SOUTHWEST OF UTILITY
 AB4004'POLE, 138.0 FT (42.1 M) NORTHWEST OF UTILITY POLE. STATION IS RECESSED
 AB4004'0.1 FT (3.0 CM) . DESCRIBED BY RLB
 AB4004
 AB4004                          STATION RECOVERY (2009)
 AB4004
 AB4004'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 AB4004'RECOVERED IN GOOD CONDITION WITH THIS ADDITION, A MAGNET WAS EMBEDDED
 AB4004'IN THE GROUND ON THE SOUTH SIDE OF THE MONUMENT.
 AB4004
 AB4004                          STATION RECOVERY (2011)
 AB4004
 AB4004'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2011 (DWD)
 AB4004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4939 ***********************************************************************
 DP4939  DESIGNATION -  72 B
 DP4939  PID         -  DP4939
 DP4939  STATE/COUNTY-  FL/HARDEE
 DP4939  COUNTRY     -  US
 DP4939  USGS QUAD   -  ZOLFO SPRINGS (2018)
 DP4939
 DP4939                         *CURRENT SURVEY CONTROL
 DP4939  ______________________________________________________________________
 DP4939* NAD 83(1986) POSITION- 27 22 29.7    (N) 081 47 47.0    (W)   HD_HELD2
 DP4939* NAVD 88 ORTHO HEIGHT -    13.716 (meters)       45.00  (feet) ADJUSTED
 DP4939  ______________________________________________________________________
 DP4939  GEOID HEIGHT    -        -24.848 (meters)                     GEOID18
 DP4939  DYNAMIC HEIGHT  -         13.695 (meters)       44.93  (feet) COMP
 DP4939  MODELED GRAVITY -    979,138.0   (mgal)                       NAVD 88
 DP4939
 DP4939  VERT ORDER      -  FIRST     CLASS II
 DP4939
 DP4939.The horizontal coordinates were established by autonomous hand held GPS
 DP4939.observations and have an estimated accuracy of +/- 10 meters.
 DP4939
 DP4939.The orthometric height was determined by differential leveling and
 DP4939.adjusted by the NATIONAL GEODETIC SURVEY
 DP4939.in January 2015.
 DP4939
 DP4939.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4939.GEOID18 height accuracy estimate available here.
 DP4939
 DP4939.Click photographs - Photos may exist for this station.
 DP4939
 DP4939.The dynamic height is computed by dividing the NAVD 88
 DP4939.geopotential number by the normal gravity value computed on the
 DP4939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4939.degrees latitude (g = 980.6199 gals.).
 DP4939
 DP4939.The modeled gravity was interpolated from observed gravity values.
 DP4939
 DP4939;                    North         East    Units  Estimated Accuracy
 DP4939;SPC FL W     -   336,961.      220,141.      MT  (+/- 10 meters HH2 GPS)
 DP4939
 DP4939_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2124828213(NAD 83)
 DP4939
 DP4939                          SUPERSEDED SURVEY CONTROL
 DP4939
 DP4939.No superseded survey control is available for this station.
 DP4939
 DP4939_MARKER: DD = SURVEY DISK
 DP4939_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP4939_SP_SET: BRIDGE CURB
 DP4939_STAMPING: BM 72 B
 DP4939_MARK LOGO: FLDT
 DP4939_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4939+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2013
 DP4939
 DP4939  HISTORY     - Date     Condition        Report By
 DP4939  HISTORY     - UNK      MONUMENTED       FLDT
 DP4939  HISTORY     - 20130730 GOOD             FLDEP
 DP4939
 DP4939                          STATION DESCRIPTION
 DP4939
 DP4939'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4939'THE MARK IS ABOUT 6.4 MI (10.3 KM) EAST OF LIMESTONE, 6.2 MI (10.0 KM)
 DP4939'WEST-SOUTHWEST OF SWEETWATER, 1.6 MI (2.6 KM) NORTH OF GARDNER, IN
 DP4939'SECTION 3, TOWNSHIP 36 SOUTH, RANGE 25 EAST.
 DP4939'
 DP4939'TO REACH THE MARK FROM THE DE SOTO COUNTY COURT HOUSE IN ARCADIA, GO
 DP4939'NORTH ON U.S. HIGHWAY 17 (BREVARD AVENUE) FOR 11.7 MI (18.8 KM) TO THE
 DP4939'SOUTH END OF THE CHARLIE CREEK BRIDGE AND THE MARK ON THE RIGHT, SET
 DP4939'IN THE TOP OF A CONCRETE BRIDGE CURB ABOUT 0.7 FT (21 CM) ABOVE THE
 DP4939'LEVEL OF U.S. HIGHWAY 17.
 DP4939'
 DP4939'LOCATED 223.0 FT (68.0 M) SOUTH OF SURVEY MARK 72 C, 139.4 FT (42.5 M)
 DP4939'SOUTH-SOUTHEAST OF A STREAM GAUGE, 23.3 FT (7.1 M) EAST-SOUTHEAST OF
 DP4939'THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 17, 1.9 FT (0.6 M) NORTH OF
 DP4939'A CARSONITE WITNESS POST AND 0.3 FT (9 CM) EAST-SOUTHEAST OF A METAL
 DP4939'GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4940 ***********************************************************************
 DP4940  DESIGNATION -  72 C
 DP4940  PID         -  DP4940
 DP4940  STATE/COUNTY-  FL/HARDEE
 DP4940  COUNTRY     -  US
 DP4940  USGS QUAD   -  ZOLFO SPRINGS (2018)
 DP4940
 DP4940                         *CURRENT SURVEY CONTROL
 DP4940  ______________________________________________________________________
 DP4940* NAD 83(1986) POSITION- 27 22 31.9    (N) 081 47 47.0    (W)   HD_HELD2
 DP4940* NAVD 88 ORTHO HEIGHT -    13.722 (meters)       45.02  (feet) ADJUSTED
 DP4940  ______________________________________________________________________
 DP4940  GEOID HEIGHT    -        -24.850 (meters)                     GEOID18
 DP4940  DYNAMIC HEIGHT  -         13.702 (meters)       44.95  (feet) COMP
 DP4940  MODELED GRAVITY -    979,138.0   (mgal)                       NAVD 88
 DP4940
 DP4940  VERT ORDER      -  FIRST     CLASS II
 DP4940
 DP4940.The horizontal coordinates were established by autonomous hand held GPS
 DP4940.observations and have an estimated accuracy of +/- 10 meters.
 DP4940
 DP4940.The orthometric height was determined by differential leveling and
 DP4940.adjusted by the NATIONAL GEODETIC SURVEY
 DP4940.in January 2015.
 DP4940
 DP4940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4940.GEOID18 height accuracy estimate available here.
 DP4940
 DP4940.Click photographs - Photos may exist for this station.
 DP4940
 DP4940.The dynamic height is computed by dividing the NAVD 88
 DP4940.geopotential number by the normal gravity value computed on the
 DP4940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4940.degrees latitude (g = 980.6199 gals.).
 DP4940
 DP4940.The modeled gravity was interpolated from observed gravity values.
 DP4940
 DP4940;                    North         East    Units  Estimated Accuracy
 DP4940;SPC FL W     -   337,029.      220,141.      MT  (+/- 10 meters HH2 GPS)
 DP4940
 DP4940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2124828281(NAD 83)
 DP4940
 DP4940                          SUPERSEDED SURVEY CONTROL
 DP4940
 DP4940.No superseded survey control is available for this station.
 DP4940
 DP4940_MARKER: DD = SURVEY DISK
 DP4940_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP4940_SP_SET: BRIDGE CURB
 DP4940_STAMPING: BM 72 C
 DP4940_MARK LOGO: FLDT
 DP4940_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP4940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4940+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2013
 DP4940
 DP4940  HISTORY     - Date     Condition        Report By
 DP4940  HISTORY     - UNK      MONUMENTED       FLDT
 DP4940  HISTORY     - 20130730 GOOD             FLDEP
 DP4940
 DP4940                          STATION DESCRIPTION
 DP4940
 DP4940'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4940'THE MARK IS ABOUT 6.4 MI (10.3 KM) EAST OF LIMESTONE, 6.2 MI (10.0 KM)
 DP4940'WEST-SOUTHWEST OF SWEETWATER, 1.6 MI (2.6 KM) NORTH OF GARDNER, IN
 DP4940'SECTION 3, TOWNSHIP 36 SOUTH, RANGE 25 EAST.
 DP4940'
 DP4940'TO REACH THE MARK FROM THE DE SOTO COUNTY COURT HOUSE IN ARCADIA, GO
 DP4940'NORTH ON U.S. HIGHWAY 17 (BREVARD AVENUE) FOR 11.75 MI (18.9 KM) TO
 DP4940'THE NORTH END OF THE CHARLIE CREEK BRIDGE AND THE MARK ON THE LEFT,
 DP4940'SET IN THE TOP OF A CONCRETE BRIDGE CURB ABOUT 0.7 FT (21 CM) ABOVE
 DP4940'THE LEVEL OF U.S. HIGHWAY 17.
 DP4940'
 DP4940'LOCATED 223.0 FT (68.0 M) NORTH OF SURVEY MARK 72 B, 86.2 FT (26.3 M)
 DP4940'NORTH-NORTHEAST OF A STREAM GAUGE, 22.3 FT (6.8 M) WEST-NORTHWEST OF
 DP4940'THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 17, 1.1 FT (0.3 M)
 DP4940'SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST AND 0.4 FT (12 CM)
 DP4940'WEST-NORTHWEST OF A METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5708 ***********************************************************************
 DL5708  DESIGNATION -  720077A
 DL5708  PID         -  DL5708
 DL5708  STATE/COUNTY-  FL/DUVAL
 DL5708  COUNTRY     -  US
 DL5708  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 DL5708
 DL5708                         *CURRENT SURVEY CONTROL
 DL5708  ______________________________________________________________________
 DL5708* NAD 83(1986) POSITION- 30 22 17.2    (N) 081 25 56.4    (W)   HD_HELD2
 DL5708* NAVD 88 ORTHO HEIGHT -     2.903 (meters)        9.52  (feet) ADJUSTED
 DL5708  ______________________________________________________________________
 DL5708  GEOID HEIGHT    -        -28.544 (meters)                     GEOID18
 DL5708  DYNAMIC HEIGHT  -          2.900 (meters)        9.51  (feet) COMP
 DL5708  MODELED GRAVITY -    979,362.1   (mgal)                       NAVD 88
 DL5708
 DL5708  VERT ORDER      -  FIRST     CLASS II
 DL5708
 DL5708.The horizontal coordinates were established by autonomous hand held GPS
 DL5708.observations and have an estimated accuracy of +/- 10 meters.
 DL5708
 DL5708.The orthometric height was determined by differential leveling and
 DL5708.adjusted by the NATIONAL GEODETIC SURVEY
 DL5708.in January 2010.
 DL5708
 DL5708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5708.GEOID18 height accuracy estimate available here.
 DL5708
 DL5708.Click photographs - Photos may exist for this station.
 DL5708
 DL5708.The dynamic height is computed by dividing the NAVD 88
 DL5708.geopotential number by the normal gravity value computed on the
 DL5708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5708.degrees latitude (g = 980.6199 gals.).
 DL5708
 DL5708.The modeled gravity was interpolated from observed gravity values.
 DL5708
 DL5708;                    North         East    Units  Estimated Accuracy
 DL5708;SPC FL E     -   669,121.      158,444.      MT  (+/- 10 meters HH2 GPS)
 DL5708
 DL5708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5845860024(NAD 83)
 DL5708
 DL5708                          SUPERSEDED SURVEY CONTROL
 DL5708
 DL5708.No superseded survey control is available for this station.
 DL5708
 DL5708_MARKER: DD = SURVEY DISK
 DL5708_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5708_SP_SET: ABUTMENT
 DL5708_STAMPING: 720077A
 DL5708_MARK LOGO: FLSRD
 DL5708_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5708+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2022
 DL5708
 DL5708  HISTORY     - Date     Condition        Report By
 DL5708  HISTORY     - UNK      MONUMENTED       FLSRD
 DL5708  HISTORY     - 20070523 GOOD             FLDEP
 DL5708  HISTORY     - 20220221 GOOD             USPSQD
 DL5708
 DL5708                          STATION DESCRIPTION
 DL5708
 DL5708'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5708'THE MARK IS IN MAYPORT, ESTIMATED SECTION 30, TOWNSHIP 1 SOUTH, RANGE
 DL5708'29 EAST.
 DL5708'
 DL5708'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE
 DL5708'HIGHWAY 10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF
 DL5708'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6
 DL5708'KM) TO THE JUNCTION OF STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET)
 DL5708'AND STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) ON THE LEFT,
 DL5708'TURN LEFT ON STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) AND GO
 DL5708'NORTHWEST FOR 1.55 MI (2.5 KM) TO THE SOUTH END OF THE BRIDGE NUMBER
 DL5708'H-15 AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE SOUTHEAST
 DL5708'ABUTMENT ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF STATE HIGHWAY A1A.
 DL5708'
 DL5708'LOCATED 17.0 FT (5.4 M) NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY
 DL5708'A1A AND 0.8 FT (0.3 M) SOUTHWEST OF THE NORTHEAST CORNER OF THE
 DL5708'SOUTHEAST ABUTMENT.
 DL5708
 DL5708                          STATION RECOVERY (2022)
 DL5708
 DL5708'RECOVERY NOTE BY US POWER SQUADRON 2022 (STH)
 DL5708'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5707 ***********************************************************************
 DL5707  DESIGNATION -  720077B
 DL5707  PID         -  DL5707
 DL5707  STATE/COUNTY-  FL/DUVAL
 DL5707  COUNTRY     -  US
 DL5707  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 DL5707
 DL5707                         *CURRENT SURVEY CONTROL
 DL5707  ______________________________________________________________________
 DL5707* NAD 83(1986) POSITION- 30 22 18.2    (N) 081 25 58.0    (W)   HD_HELD2
 DL5707* NAVD 88 ORTHO HEIGHT -     2.899 (meters)        9.51  (feet) ADJUSTED
 DL5707  ______________________________________________________________________
 DL5707  GEOID HEIGHT    -        -28.544 (meters)                     GEOID18
 DL5707  DYNAMIC HEIGHT  -          2.895 (meters)        9.50  (feet) COMP
 DL5707  MODELED GRAVITY -    979,362.1   (mgal)                       NAVD 88
 DL5707
 DL5707  VERT ORDER      -  FIRST     CLASS II
 DL5707
 DL5707.The horizontal coordinates were established by autonomous hand held GPS
 DL5707.observations and have an estimated accuracy of +/- 10 meters.
 DL5707
 DL5707.The orthometric height was determined by differential leveling and
 DL5707.adjusted by the NATIONAL GEODETIC SURVEY
 DL5707.in January 2010.
 DL5707
 DL5707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5707.GEOID18 height accuracy estimate available here.
 DL5707
 DL5707.Click photographs - Photos may exist for this station.
 DL5707
 DL5707.The dynamic height is computed by dividing the NAVD 88
 DL5707.geopotential number by the normal gravity value computed on the
 DL5707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5707.degrees latitude (g = 980.6199 gals.).
 DL5707
 DL5707.The modeled gravity was interpolated from observed gravity values.
 DL5707
 DL5707;                    North         East    Units  Estimated Accuracy
 DL5707;SPC FL E     -   669,152.      158,402.      MT  (+/- 10 meters HH2 GPS)
 DL5707
 DL5707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5841560055(NAD 83)
 DL5707
 DL5707                          SUPERSEDED SURVEY CONTROL
 DL5707
 DL5707.No superseded survey control is available for this station.
 DL5707
 DL5707_MARKER: DB = BENCH MARK DISK
 DL5707_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5707_SP_SET: ABUTMENT
 DL5707_STAMPING: 720077B
 DL5707_MARK LOGO: FLSRD
 DL5707_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5707+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2022
 DL5707
 DL5707  HISTORY     - Date     Condition        Report By
 DL5707  HISTORY     - UNK      MONUMENTED       FLSRD
 DL5707  HISTORY     - 20070523 GOOD             FLDEP
 DL5707  HISTORY     - 20220221 GOOD             USPSQD
 DL5707
 DL5707                          STATION DESCRIPTION
 DL5707
 DL5707'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5707'THE MARK IS IN MAYPORT, ESTIMATED SECTION 30, TOWNSHIP 1 SOUTH, RANGE
 DL5707'29 EAST.
 DL5707'
 DL5707'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE
 DL5707'HIGHWAY 10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF
 DL5707'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6
 DL5707'KM) TO THE JUNCTION OF STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET)
 DL5707'AND STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) ON THE LEFT,
 DL5707'TURN LEFT ON STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) AND GO
 DL5707'NORTHWEST FOR 1.55 MI (2.5 KM) TO THE NORTH END OF THE BRIDGE NUMBER
 DL5707'H-15 AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE NORTHWEST
 DL5707'ABUTMENT ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OFO STATE HIGHWAY A1A.
 DL5707'
 DL5707'LOCATED 17.7 FT (5.4 M) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY
 DL5707'A1A AND 0.9 FT (0.3 M) NORTHEAST OF THE SOUTHWEST CORNER OF THE
 DL5707'NORTHWEST ABUTMENT.
 DL5707
 DL5707                          STATION RECOVERY (2022)
 DL5707
 DL5707'RECOVERY NOTE BY US POWER SQUADRON 2022 (STH)
 DL5707'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1931 ***********************************************************************
 DO1931  DESIGNATION -  720334 A
 DO1931  PID         -  DO1931
 DO1931  STATE/COUNTY-  FL/POLK
 DO1931  COUNTRY     -  US
 DO1931  USGS QUAD   -  AUBURNDALE (2018)
 DO1931
 DO1931                         *CURRENT SURVEY CONTROL
 DO1931  ______________________________________________________________________
 DO1931* NAD 83(1986) POSITION- 28 04 03.5    (N) 081 45 43.5    (W)   HD_HELD2
 DO1931* NAVD 88 ORTHO HEIGHT -    43.336 (meters)      142.18  (feet) ADJUSTED
 DO1931  ______________________________________________________________________
 DO1931  GEOID HEIGHT    -        -26.718 (meters)                     GEOID18
 DO1931  DYNAMIC HEIGHT  -         43.271 (meters)      141.96  (feet) COMP
 DO1931  MODELED GRAVITY -    979,151.2   (mgal)                       NAVD 88
 DO1931
 DO1931  VERT ORDER      -  FIRST     CLASS II
 DO1931
 DO1931.The horizontal coordinates were established by autonomous hand held GPS
 DO1931.observations and have an estimated accuracy of +/- 10 meters.
 DO1931
 DO1931.The orthometric height was determined by differential leveling and
 DO1931.adjusted by the NATIONAL GEODETIC SURVEY
 DO1931.in December 2012.
 DO1931
 DO1931.No vertical observational check was made to the station.
 DO1931
 DO1931.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1931.GEOID18 height accuracy estimate available here.
 DO1931
 DO1931.Click photographs - Photos may exist for this station.
 DO1931
 DO1931.The dynamic height is computed by dividing the NAVD 88
 DO1931.geopotential number by the normal gravity value computed on the
 DO1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1931.degrees latitude (g = 980.6199 gals.).
 DO1931
 DO1931.The modeled gravity was interpolated from observed gravity values.
 DO1931
 DO1931;                    North         East    Units  Estimated Accuracy
 DO1931;SPC FL W     -   413,727.      223,386.      MT  (+/- 10 meters HH2 GPS)
 DO1931
 DO1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2511504929(NAD 83)
 DO1931
 DO1931                          SUPERSEDED SURVEY CONTROL
 DO1931
 DO1931.No superseded survey control is available for this station.
 DO1931
 DO1931_MARKER: DD = SURVEY DISK
 DO1931_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DO1931+WITH SETTING: INFORMATION.
 DO1931_STAMPING: 720334 A 2011
 DO1931_MARK LOGO: SWFWMD
 DO1931_PROJECTION: FLUSH
 DO1931_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO1931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1931+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2011
 DO1931_ROD/PIPE-DEPTH: 1.3 meters
 DO1931
 DO1931  HISTORY     - Date     Condition        Report By
 DO1931  HISTORY     - 20110830 MONUMENTED       FLDEP
 DO1931
 DO1931                          STATION DESCRIPTION
 DO1931
 DO1931'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1931'THE MARK IS ABOUT 5.2 MI (8.4 KM) NORTH-NORTHWEST OF ELOISE, 3.6 MI
 DO1931'(5.8 KM) NORTH-NORTHWEST OF WINTER HAVEN, 1.6 MI (2.6 KM) EAST OF
 DO1931'AUBURNDALE, IN SECTION 12, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO1931'
 DO1931'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 92 AND U.S.
 DO1931'HIGHWAY 17 ABOUT 1.0 MI (1.6 KM) SOUTH OF LAKE ALFRED, GO WEST ON U.S.
 DO1931'HIGHWAY 92 FOR 1.85 MI (3.0 KM) TO THE JUNCTION OF LAKE MARIANA DRIVE
 DO1931'ON THE RIGHT.  TURN RIGHT ON LAKE MARIANA DRIVE AND GO NORTH FOR 0.2
 DO1931'MI (0.3 KM) TO THE SOUTHWEST PROPERTY CORNER AT 4074 LAKE MARIANA
 DO1931'DRIVE (PEMBERTON RESIDENCE) ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DO1931'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 4.3 FT (1.3 M) WITH AN
 DO1931'ALUMINUM DISK ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH
 DO1931'WITH THE GROUND AND LEVEL WITH LAKE MARIANA DRIVE.
 DO1931'
 DO1931'LOCATED 69.4 FT (21.2 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DO1931'THE DRIVEWAY AT 4072 LAKE MARIANA DRIVE, 65.0 FT (19.8 M) SOUTHEAST OF
 DO1931'THE APPROXIMATE CENTERLINE OF THE DRIVEWAY AT 4074 LAKE MARIANA DRIVE,
 DO1931'23.6 FT (7.2 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF LAKE
 DO1931'MARIANA DRIVE, 1.6 FT (0.5 M) SOUTHWEST OF A WOODEN POWER POLE AND 1.3
 DO1931'FT (0.4 M) WEST OF A CARSONITE WITNESS POST.
 DO1931'
 DO1931'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO1931'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1932 ***********************************************************************
 DO1932  DESIGNATION -  720334 B
 DO1932  PID         -  DO1932
 DO1932  STATE/COUNTY-  FL/POLK
 DO1932  COUNTRY     -  US
 DO1932  USGS QUAD   -  AUBURNDALE (2018)
 DO1932
 DO1932                         *CURRENT SURVEY CONTROL
 DO1932  ______________________________________________________________________
 DO1932* NAD 83(1986) POSITION- 28 04 04.8    (N) 081 45 42.2    (W)   HD_HELD2
 DO1932* NAVD 88 ORTHO HEIGHT -    42.308 (meters)      138.81  (feet) ADJUSTED
 DO1932  ______________________________________________________________________
 DO1932  GEOID HEIGHT    -        -26.720 (meters)                     GEOID18
 DO1932  DYNAMIC HEIGHT  -         42.245 (meters)      138.60  (feet) COMP
 DO1932  MODELED GRAVITY -    979,151.2   (mgal)                       NAVD 88
 DO1932
 DO1932  VERT ORDER      -  FIRST     CLASS II
 DO1932
 DO1932.The horizontal coordinates were established by autonomous hand held GPS
 DO1932.observations and have an estimated accuracy of +/- 10 meters.
 DO1932
 DO1932.The orthometric height was determined by differential leveling and
 DO1932.adjusted by the NATIONAL GEODETIC SURVEY
 DO1932.in December 2012.
 DO1932
 DO1932.No vertical observational check was made to the station.
 DO1932
 DO1932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1932.GEOID18 height accuracy estimate available here.
 DO1932
 DO1932.Click photographs - Photos may exist for this station.
 DO1932
 DO1932.The dynamic height is computed by dividing the NAVD 88
 DO1932.geopotential number by the normal gravity value computed on the
 DO1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1932.degrees latitude (g = 980.6199 gals.).
 DO1932
 DO1932.The modeled gravity was interpolated from observed gravity values.
 DO1932
 DO1932;                    North         East    Units  Estimated Accuracy
 DO1932;SPC FL W     -   413,767.      223,421.      MT  (+/- 10 meters HH2 GPS)
 DO1932
 DO1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2515104969(NAD 83)
 DO1932
 DO1932                          SUPERSEDED SURVEY CONTROL
 DO1932
 DO1932.No superseded survey control is available for this station.
 DO1932
 DO1932_MARKER: DD = SURVEY DISK
 DO1932_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO1932_SP_SET: STEPS
 DO1932_STAMPING: 720334 B 2011
 DO1932_MARK LOGO: FLDEP
 DO1932_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1932_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1932+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2011
 DO1932
 DO1932  HISTORY     - Date     Condition        Report By
 DO1932  HISTORY     - 20110830 MONUMENTED       FLDEP
 DO1932
 DO1932                          STATION DESCRIPTION
 DO1932
 DO1932'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1932'THE MARK IS ABOUT 5.2 MI (8.4 KM) NORTH-NORTHWEST OF ELOISE, 3.6 MI
 DO1932'(5.8 KM) NORTH-NORTHWEST OF WINTER HAVEN, 1.6 MI (2.6 KM) EAST OF
 DO1932'AUBURNDALE, IN SECTION 12, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO1932'
 DO1932'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 92 AND U.S.
 DO1932'HIGHWAY 17 ABOUT 1.0 MI (1.6 KM) SOUTH OF LAKE ALFRED, GO WEST ON U.S.
 DO1932'HIGHWAY 92 FOR 1.85 MI (3.0 KM) TO THE JUNCTION OF LAKE MARIANA DRIVE
 DO1932'ON THE RIGHT.  TURN RIGHT ON LAKE MARIANA DRIVE AND GO NORTH FOR 0.2
 DO1932'MI (0.3 KM) TO THE NORTHEAST SIDE OF THE PROPERTY AT 4074 LAKE MARIANA
 DO1932'DRIVE (PEMBERTON RESIDENCE) ON THE RIGHT AND THE MARK ON THE RIGHT,
 DO1932'SET FLUSH IN THE TOP OF A CONCRETE STEP ABOUT 0.5 FT (15 CM) BELOW THE
 DO1932'LEVEL OF THE TOP OF A RETAINING WALL.
 DO1932'
 DO1932'LOCATED 177.0 FT (53.9 M) NORTHEAST OF THE CENTERLINE OF LAKE MARIANA
 DO1932'DRIVE, 101.0 FT (30.8 M) SOUTHWEST OF THE STAFF GAUGE, 57.9 FT (17.6
 DO1932'M) NORTHEAST OF THE SOUTHEAST CORNER OF THE PEMBERTON HOME AND 0.9 FT
 DO1932'(27 CM) EAST OF THE CONCRETE RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3992 ***********************************************************************
 DP3992  DESIGNATION -  721835 A
 DP3992  PID         -  DP3992
 DP3992  STATE/COUNTY-  FL/HIGHLANDS
 DP3992  COUNTRY     -  US
 DP3992  USGS QUAD   -  LAKE PLACID (2018)
 DP3992
 DP3992                         *CURRENT SURVEY CONTROL
 DP3992  ______________________________________________________________________
 DP3992* NAD 83(1986) POSITION- 27 17 11.9    (N) 081 21 41.8    (W)   HD_HELD2
 DP3992* NAVD 88 ORTHO HEIGHT -    31.170 (meters)      102.26  (feet) ADJUSTED
 DP3992  ______________________________________________________________________
 DP3992  GEOID HEIGHT    -        -25.277 (meters)                     GEOID18
 DP3992  DYNAMIC HEIGHT  -         31.123 (meters)      102.11  (feet) COMP
 DP3992  MODELED GRAVITY -    979,134.9   (mgal)                       NAVD 88
 DP3992
 DP3992  VERT ORDER      -  FIRST     CLASS II
 DP3992
 DP3992.The horizontal coordinates were established by autonomous hand held GPS
 DP3992.observations and have an estimated accuracy of +/- 10 meters.
 DP3992
 DP3992.The orthometric height was determined by differential leveling and
 DP3992.adjusted by the NATIONAL GEODETIC SURVEY
 DP3992.in December 2014.
 DP3992
 DP3992.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3992.GEOID18 height accuracy estimate available here.
 DP3992
 DP3992.Click photographs - Photos may exist for this station.
 DP3992
 DP3992.The dynamic height is computed by dividing the NAVD 88
 DP3992.geopotential number by the normal gravity value computed on the
 DP3992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3992.degrees latitude (g = 980.6199 gals.).
 DP3992
 DP3992.The modeled gravity was interpolated from observed gravity values.
 DP3992
 DP3992;                    North         East    Units  Estimated Accuracy
 DP3992;SPC FL E     -   327,215.      164,202.      MT  (+/- 10 meters HH2 GPS)
 DP3992
 DP3992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6421318235(NAD 83)
 DP3992
 DP3992                          SUPERSEDED SURVEY CONTROL
 DP3992
 DP3992.No superseded survey control is available for this station.
 DP3992
 DP3992_MARKER: DD = SURVEY DISK
 DP3992_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3992_STAMPING: 721835 A 2013
 DP3992_MARK LOGO: SWFWMD
 DP3992_PROJECTION: RECESSED 15 CENTIMETERS
 DP3992_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3992_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3992+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 DP3992_ROD/PIPE-DEPTH: 12.5 meters
 DP3992
 DP3992  HISTORY     - Date     Condition        Report By
 DP3992  HISTORY     - 20130910 MONUMENTED       FLDEP
 DP3992  HISTORY     - 20220811 GOOD             GEOCAC
 DP3992
 DP3992                          STATION DESCRIPTION
 DP3992
 DP3992'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3992'THE MARK IS ABOUT 12.7 MI (20.4 KM) SOUTH-SOUTHWEST OF LORIDA, 5.4 MI
 DP3992'(8.7 KM) NORTH OF CHILDS, IN LAKE PLACID, IN SECTION 6, TOWNSHIP 37
 DP3992'SOUTH, RANGE 30 EAST.
 DP3992'
 DP3992'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3992'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP3992'ON COUNTY ROAD 17 (BECOMING MAIN AVENUE) FOR 1.9 MI (3.1 KM) TO THE
 DP3992'JUNCTION OF LAKE DRIVE EAST ON THE RIGHT.  TURN RIGHT ON LAKE DRIVE
 DP3992'EAST AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF LAKE PEARL
 DP3992'DRIVE ON THE LEFT.  TURN LEFT ON LAKE PEARL DRIVE AND GO EAST FOR 0.2
 DP3992'MI (0.3 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DP3992'AT A DEPTH OF 41.0 FT (12.5 M) WITH A SURVEY DISK SET ON THE TOP AND
 DP3992'IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M)
 DP3992'DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DP3992'0.5 FT (15 CM) BELOW THE LEVEL OF LAKE PEARL DRIVE.
 DP3992'
 DP3992'LOCATED 72.5 FT (22.1 M) NORTHEAST OF SURVEY MARK 721835 B, 22.6 FT
 DP3992'(6.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF LAKE PEARL DRIVE, 7.3
 DP3992'FT (2.2 M) SOUTH OF A WOODEN POWER POLE AND 7.0 FT (2.1 M) SOUTH OF A
 DP3992'CARSONITE WITNESS POST.
 DP3992'
 DP3992'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3992'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3992
 DP3992                          STATION RECOVERY (2022)
 DP3992
 DP3992'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3992'THE MARK IS 3.0 FT (0.9 M) SOUTH OF A WOODEN BOARD FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3991 ***********************************************************************
 DP3991  DESIGNATION -  721835 B
 DP3991  PID         -  DP3991
 DP3991  STATE/COUNTY-  FL/HIGHLANDS
 DP3991  COUNTRY     -  US
 DP3991  USGS QUAD   -  LAKE PLACID (2018)
 DP3991
 DP3991                         *CURRENT SURVEY CONTROL
 DP3991  ______________________________________________________________________
 DP3991* NAD 83(1986) POSITION- 27 17 11.6    (N) 081 21 42.4    (W)   HD_HELD2
 DP3991* NAVD 88 ORTHO HEIGHT -    31.279 (meters)      102.62  (feet) ADJUSTED
 DP3991  ______________________________________________________________________
 DP3991  GEOID HEIGHT    -        -25.276 (meters)                     GEOID18
 DP3991  DYNAMIC HEIGHT  -         31.231 (meters)      102.46  (feet) COMP
 DP3991  MODELED GRAVITY -    979,134.9   (mgal)                       NAVD 88
 DP3991
 DP3991  VERT ORDER      -  FIRST     CLASS II
 DP3991
 DP3991.The horizontal coordinates were established by autonomous hand held GPS
 DP3991.observations and have an estimated accuracy of +/- 10 meters.
 DP3991
 DP3991.The orthometric height was determined by differential leveling and
 DP3991.adjusted by the NATIONAL GEODETIC SURVEY
 DP3991.in December 2014.
 DP3991
 DP3991.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3991.GEOID18 height accuracy estimate available here.
 DP3991
 DP3991.Click photographs - Photos may exist for this station.
 DP3991
 DP3991.The dynamic height is computed by dividing the NAVD 88
 DP3991.geopotential number by the normal gravity value computed on the
 DP3991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3991.degrees latitude (g = 980.6199 gals.).
 DP3991
 DP3991.The modeled gravity was interpolated from observed gravity values.
 DP3991
 DP3991;                    North         East    Units  Estimated Accuracy
 DP3991;SPC FL E     -   327,206.      164,185.      MT  (+/- 10 meters HH2 GPS)
 DP3991
 DP3991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6419718226(NAD 83)
 DP3991
 DP3991                          SUPERSEDED SURVEY CONTROL
 DP3991
 DP3991.No superseded survey control is available for this station.
 DP3991
 DP3991_MARKER: DD = SURVEY DISK
 DP3991_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP3991_STAMPING: 721835 B 2013
 DP3991_MARK LOGO: SWFWMD
 DP3991_PROJECTION: RECESSED 5 CENTIMETERS
 DP3991_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP3991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP3991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP3991+SATELLITE: SATELLITE OBSERVATIONS - August 11, 2022
 DP3991_ROD/PIPE-DEPTH: 15.8 meters
 DP3991
 DP3991  HISTORY     - Date     Condition        Report By
 DP3991  HISTORY     - 20130910 MONUMENTED       FLDEP
 DP3991  HISTORY     - 20220811 GOOD             GEOCAC
 DP3991
 DP3991                          STATION DESCRIPTION
 DP3991
 DP3991'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3991'THE MARK IS ABOUT 12.7 MI (20.4 KM) SOUTH-SOUTHWEST OF LORIDA, 5.4 MI
 DP3991'(8.7 KM) NORTH OF CHILDS, IN LAKE PLACID, IN SECTION 6, TOWNSHIP 37
 DP3991'SOUTH, RANGE 30 EAST.
 DP3991'
 DP3991'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP3991'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP3991'ON COUNTY ROAD 17 (BECOMING MAIN AVENUE) FOR 1.9 MI (3.1 KM) TO THE
 DP3991'JUNCTION OF LAKE DRIVE EAST ON THE RIGHT.  TURN RIGHT ON LAKE DRIVE
 DP3991'EAST AND GO SOUTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF LAKE PEARL
 DP3991'DRIVE ON THE LEFT.  TURN LEFT ON LAKE PEARL DRIVE AND GO EAST FOR 0.2
 DP3991'MI (0.3 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DP3991'REFUSAL AT A DEPTH OF 52.0 FT (15.8 M) WITH A SURVEY DISK SET ON THE
 DP3991'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5
 DP3991'M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DP3991'ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF LAKE PEARL DRIVE.
 DP3991'
 DP3991'LOCATED 72.5 FT (22.1 M) SOUTHWEST OF SURVEY MARK 721835 A, 15.9 FT
 DP3991'(4.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF LAKE PEARL DRIVE, 8.0
 DP3991'FT (2.4 M) NORTH OF A WOODEN POWER POLE NUMBERED B-73777 AND 7.7 FT
 DP3991'(2.3 M) NORTH OF A CARSONITE WITNESS POST.
 DP3991'
 DP3991'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP3991'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP3991
 DP3991                          STATION RECOVERY (2022)
 DP3991
 DP3991'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3991'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9225 ***********************************************************************
 DO9225  DESIGNATION -  723198 A
 DO9225  PID         -  DO9225
 DO9225  STATE/COUNTY-  FL/POLK
 DO9225  COUNTRY     -  US
 DO9225  USGS QUAD   -  NICHOLS (2018)
 DO9225
 DO9225                         *CURRENT SURVEY CONTROL
 DO9225  ______________________________________________________________________
 DO9225* NAD 83(1986) POSITION- 27 53 25.7    (N) 082 00 49.1    (W)   HD_HELD2
 DO9225* NAVD 88 ORTHO HEIGHT -    25.925 (meters)       85.06  (feet) ADJUSTED
 DO9225  ______________________________________________________________________
 DO9225  GEOID HEIGHT    -        -25.511 (meters)                     GEOID18
 DO9225  DYNAMIC HEIGHT  -         25.887 (meters)       84.93  (feet) COMP
 DO9225  MODELED GRAVITY -    979,174.0   (mgal)                       NAVD 88
 DO9225
 DO9225  VERT ORDER      -  FIRST     CLASS II
 DO9225
 DO9225.The horizontal coordinates were established by autonomous hand held GPS
 DO9225.observations and have an estimated accuracy of +/- 10 meters.
 DO9225
 DO9225.The orthometric height was determined by differential leveling and
 DO9225.adjusted by the NATIONAL GEODETIC SURVEY
 DO9225.in December 2013.
 DO9225
 DO9225.No vertical observational check was made to the station.
 DO9225
 DO9225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9225.GEOID18 height accuracy estimate available here.
 DO9225
 DO9225.Click photographs - Photos may exist for this station.
 DO9225
 DO9225.The dynamic height is computed by dividing the NAVD 88
 DO9225.geopotential number by the normal gravity value computed on the
 DO9225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9225.degrees latitude (g = 980.6199 gals.).
 DO9225
 DO9225.The modeled gravity was interpolated from observed gravity values.
 DO9225
 DO9225;                    North         East    Units  Estimated Accuracy
 DO9225;SPC FL W     -   394,072.      198,657.      MT  (+/- 10 meters HH2 GPS)
 DO9225
 DO9225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0023285482(NAD 83)
 DO9225
 DO9225                          SUPERSEDED SURVEY CONTROL
 DO9225
 DO9225.No superseded survey control is available for this station.
 DO9225
 DO9225_MARKER: DD = SURVEY DISK
 DO9225_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9225_STAMPING: 723198 A 2013
 DO9225_MARK LOGO: SWFWMD
 DO9225_PROJECTION: RECESSED 5 CENTIMETERS
 DO9225_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9225+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2013
 DO9225_ROD/PIPE-DEPTH: 6.2 meters
 DO9225
 DO9225  HISTORY     - Date     Condition        Report By
 DO9225  HISTORY     - 20130112 MONUMENTED       FLDEP
 DO9225
 DO9225                          STATION DESCRIPTION
 DO9225
 DO9225'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9225'THE MARK IS ABOUT 5.3 MI (8.5 KM) EAST-NORTHEAST OF KEYSVILLE, 2.4 MI
 DO9225'(3.9 KM) WEST OF MULBERRY, 1.2 MI (1.9 KM) EAST OF NICHOLS, IN SECTION
 DO9225'9, TOWNSHIP 30 SOUTH, RANGE 23 EAST.
 DO9225'
 DO9225'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND STATE
 DO9225'ROAD 37 IN MULBERRY, GO WEST ON STATE ROAD 60 FOR 1.55 MI (2.5 KM) TO
 DO9225'THE JUNCTION OF NICHOLS ROAD (COUNTY ROAD 676 WEST) ON THE LEFT.  TURN
 DO9225'LEFT ON NICHOLS ROAD AND GO WEST FOR 1.1 MI (1.8 KM) TO THE MARK ON
 DO9225'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 20.5 FT
 DO9225'(6.2 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM)
 DO9225'PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 8.0
 DO9225'FT (2.4 M) BELOW THE LEVEL OF NICHOLS ROAD.
 DO9225'
 DO9225'LOCATED 226.5 FT (69.0 M) WEST-NORTHWEST OF A WATER MONITORING WELL,
 DO9225'98.0 FT (29.9 M) WEST-NORTHWEST OF THE SOUTHWEST CONCRETE GUARD RAIL
 DO9225'CORNER, 63.6 FT (19.4 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DO9225'NICHOLS ROAD, 1.9 FT (0.6 M) SOUTH OF A BARBED WIRE FENCE AND 1.7 FT
 DO9225'(0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 DO9225'
 DO9225'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9224 ***********************************************************************
 DO9224  DESIGNATION -  723198 B
 DO9224  PID         -  DO9224
 DO9224  STATE/COUNTY-  FL/POLK
 DO9224  COUNTRY     -  US
 DO9224  USGS QUAD   -  NICHOLS (2018)
 DO9224
 DO9224                         *CURRENT SURVEY CONTROL
 DO9224  ______________________________________________________________________
 DO9224* NAD 83(1986) POSITION- 27 53 27.2    (N) 082 00 44.6    (W)   HD_HELD2
 DO9224* NAVD 88 ORTHO HEIGHT -    28.403 (meters)       93.19  (feet) ADJUSTED
 DO9224  ______________________________________________________________________
 DO9224  GEOID HEIGHT    -        -25.515 (meters)                     GEOID18
 DO9224  DYNAMIC HEIGHT  -         28.361 (meters)       93.05  (feet) COMP
 DO9224  MODELED GRAVITY -    979,174.0   (mgal)                       NAVD 88
 DO9224
 DO9224  VERT ORDER      -  FIRST     CLASS II
 DO9224
 DO9224.The horizontal coordinates were established by autonomous hand held GPS
 DO9224.observations and have an estimated accuracy of +/- 10 meters.
 DO9224
 DO9224.The orthometric height was determined by differential leveling and
 DO9224.adjusted by the NATIONAL GEODETIC SURVEY
 DO9224.in December 2013.
 DO9224
 DO9224.No vertical observational check was made to the station.
 DO9224
 DO9224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9224.GEOID18 height accuracy estimate available here.
 DO9224
 DO9224.Click photographs - Photos may exist for this station.
 DO9224
 DO9224.The dynamic height is computed by dividing the NAVD 88
 DO9224.geopotential number by the normal gravity value computed on the
 DO9224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9224.degrees latitude (g = 980.6199 gals.).
 DO9224
 DO9224.The modeled gravity was interpolated from observed gravity values.
 DO9224
 DO9224;                    North         East    Units  Estimated Accuracy
 DO9224;SPC FL W     -   394,118.      198,780.      MT  (+/- 10 meters HH2 GPS)
 DO9224
 DO9224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0035685527(NAD 83)
 DO9224
 DO9224                          SUPERSEDED SURVEY CONTROL
 DO9224
 DO9224.No superseded survey control is available for this station.
 DO9224
 DO9224_MARKER: DD = SURVEY DISK
 DO9224_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9224_STAMPING: 723198 B 2013
 DO9224_MARK LOGO: SWFWMD
 DO9224_PROJECTION: RECESSED 5 CENTIMETERS
 DO9224_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9224+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2013
 DO9224_ROD/PIPE-DEPTH: 9.1 meters
 DO9224
 DO9224  HISTORY     - Date     Condition        Report By
 DO9224  HISTORY     - 20130112 MONUMENTED       FLDEP
 DO9224
 DO9224                          STATION DESCRIPTION
 DO9224
 DO9224'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9224'THE MARK IS ABOUT 5.3 MI (8.5 KM) EAST-NORTHEAST OF KEYSVILLE, 2.4 MI
 DO9224'(3.9 KM) WEST OF MULBERRY, 1.2 MI (1.9 KM) EAST OF NICHOLS, IN SECTION
 DO9224'9, TOWNSHIP 30 SOUTH, RANGE 23 EAST.
 DO9224'
 DO9224'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 AND STATE
 DO9224'ROAD 37 IN MULBERRY, GO WEST ON STATE ROAD 60 FOR 1.55 MI (2.5 KM) TO
 DO9224'THE JUNCTION OF NICHOLS ROAD (COUNTY ROAD 676 WEST) ON THE LEFT.  TURN
 DO9224'LEFT ON NICHOLS ROAD AND GO WEST FOR 1.0 MI (1.6 KM) TO THE MARK ON
 DO9224'THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 30.0 FT
 DO9224'(9.1 M) WITH AN ALUMINUM DISK ATTACHED AND INCASED IN A 4-INCH (10 CM)
 DO9224'PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.5
 DO9224'FT (15 CM) BELOW THE LEVEL OF NICHOLS ROAD.
 DO9224'
 DO9224'LOCATED 197.0 FT (60.0 M) NORTHEAST OF A WATER MONITORING WELL, 19.0
 DO9224'FT (5.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF NICHOLS ROAD, 0.8 FT
 DO9224'(24 CM) SOUTH OF A METAL GUARD RAIL AND 0.2 FT (6 CM) SOUTH OF A
 DO9224'CARSONITE WITNESS POST.
 DO9224'
 DO9224'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4054 ***********************************************************************
 DP4054  DESIGNATION -  723370 A
 DP4054  PID         -  DP4054
 DP4054  STATE/COUNTY-  FL/HIGHLANDS
 DP4054  COUNTRY     -  US
 DP4054  USGS QUAD   -  CHILDS (2018)
 DP4054
 DP4054                         *CURRENT SURVEY CONTROL
 DP4054  ______________________________________________________________________
 DP4054* NAD 83(1986) POSITION- 27 14 31.9    (N) 081 20 43.4    (W)   HD_HELD2
 DP4054* NAVD 88 ORTHO HEIGHT -    32.403 (meters)      106.31  (feet) ADJUSTED
 DP4054  ______________________________________________________________________
 DP4054  GEOID HEIGHT    -        -25.145 (meters)                     GEOID18
 DP4054  DYNAMIC HEIGHT  -         32.354 (meters)      106.15  (feet) COMP
 DP4054  MODELED GRAVITY -    979,136.4   (mgal)                       NAVD 88
 DP4054
 DP4054  VERT ORDER      -  FIRST     CLASS II
 DP4054
 DP4054.The horizontal coordinates were established by autonomous hand held GPS
 DP4054.observations and have an estimated accuracy of +/- 10 meters.
 DP4054
 DP4054.The orthometric height was determined by differential leveling and
 DP4054.adjusted by the NATIONAL GEODETIC SURVEY
 DP4054.in December 2014.
 DP4054
 DP4054.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4054.GEOID18 height accuracy estimate available here.
 DP4054
 DP4054.Click photographs - Photos may exist for this station.
 DP4054
 DP4054.The dynamic height is computed by dividing the NAVD 88
 DP4054.geopotential number by the normal gravity value computed on the
 DP4054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4054.degrees latitude (g = 980.6199 gals.).
 DP4054
 DP4054.The modeled gravity was interpolated from observed gravity values.
 DP4054
 DP4054;                    North         East    Units  Estimated Accuracy
 DP4054;SPC FL E     -   322,286.      165,794.      MT  (+/- 10 meters HH2 GPS)
 DP4054
 DP4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6580513308(NAD 83)
 DP4054
 DP4054                          SUPERSEDED SURVEY CONTROL
 DP4054
 DP4054.No superseded survey control is available for this station.
 DP4054
 DP4054_MARKER: DD = SURVEY DISK
 DP4054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4054_STAMPING: 723370 A 2010
 DP4054_MARK LOGO: SWFWMD
 DP4054_PROJECTION: FLUSH
 DP4054_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4054+STABILITY: SURFACE MOTION
 DP4054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4054+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2022
 DP4054
 DP4054  HISTORY     - Date     Condition        Report By
 DP4054  HISTORY     - 2010     MONUMENTED       SFLWMD
 DP4054  HISTORY     - 20130816 GOOD             FLDEP
 DP4054  HISTORY     - 20220824 GOOD             GEOCAC
 DP4054
 DP4054                          STATION DESCRIPTION
 DP4054
 DP4054'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4054'THE MARK IS ABOUT 12.1 MI (19.5 KM) NORTH OF VENUS, 3.7 MI (6.0 KM)
 DP4054'SOUTH-SOUTHEAST OF LAKE PLACID, 2.2 MI (3.5 KM) NORTH OF CHILDS, IN
 DP4054'SECTION 20, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4054'
 DP4054'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4054'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 1.1 MI (1.8 KM)
 DP4054'TO THE JUNCTION OF OLD STATE ROAD 8 ON THE RIGHT.  TURN RIGHT ON OLD
 DP4054'STATE ROAD 8 AND GO NORTH-NORTHEAST FOR 2.3 MI (3.7 KM) TO THE MARK ON
 DP4054'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DP4054'GROUND AND LEVEL WITH OLD STATE ROAD 8.  THE MARK CAN ALSO BE REACHED
 DP4054'FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND OLD STATE ROAD 8 IN LAKE
 DP4054'PLACID, GO SOUTH ON OLD STATE ROAD 8 FOR 2.0 MI (3.2 KM) TO THE MARK
 DP4054'ON THE RIGHT.
 DP4054'
 DP4054'LOCATED 50.7 FT (15.5 M) NORTH-NORTHWEST OF SURVEY MARK 723370 B, 27.2
 DP4054'FT (8.3 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF OLD STATE
 DP4054'ROAD 8, 26.0 FT (7.9 M) NORTHWEST OF A WATER MONITORING WELL HEAD AND
 DP4054'3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DP4054
 DP4054                          STATION RECOVERY (2022)
 DP4054
 DP4054'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4054'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4053 ***********************************************************************
 DP4053  DESIGNATION -  723370 B
 DP4053  PID         -  DP4053
 DP4053  STATE/COUNTY-  FL/HIGHLANDS
 DP4053  COUNTRY     -  US
 DP4053  USGS QUAD   -  CHILDS (2018)
 DP4053
 DP4053                         *CURRENT SURVEY CONTROL
 DP4053  ______________________________________________________________________
 DP4053* NAD 83(1986) POSITION- 27 14 31.5    (N) 081 20 43.2    (W)   HD_HELD2
 DP4053* NAVD 88 ORTHO HEIGHT -    32.376 (meters)      106.22  (feet) ADJUSTED
 DP4053  ______________________________________________________________________
 DP4053  GEOID HEIGHT    -        -25.145 (meters)                     GEOID18
 DP4053  DYNAMIC HEIGHT  -         32.327 (meters)      106.06  (feet) COMP
 DP4053  MODELED GRAVITY -    979,136.4   (mgal)                       NAVD 88
 DP4053
 DP4053  VERT ORDER      -  FIRST     CLASS II
 DP4053
 DP4053.The horizontal coordinates were established by autonomous hand held GPS
 DP4053.observations and have an estimated accuracy of +/- 10 meters.
 DP4053
 DP4053.The orthometric height was determined by differential leveling and
 DP4053.adjusted by the NATIONAL GEODETIC SURVEY
 DP4053.in December 2014.
 DP4053
 DP4053.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4053.GEOID18 height accuracy estimate available here.
 DP4053
 DP4053.Click photographs - Photos may exist for this station.
 DP4053
 DP4053.The dynamic height is computed by dividing the NAVD 88
 DP4053.geopotential number by the normal gravity value computed on the
 DP4053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4053.degrees latitude (g = 980.6199 gals.).
 DP4053
 DP4053.The modeled gravity was interpolated from observed gravity values.
 DP4053
 DP4053;                    North         East    Units  Estimated Accuracy
 DP4053;SPC FL E     -   322,274.      165,800.      MT  (+/- 10 meters HH2 GPS)
 DP4053
 DP4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6581113295(NAD 83)
 DP4053
 DP4053                          SUPERSEDED SURVEY CONTROL
 DP4053
 DP4053.No superseded survey control is available for this station.
 DP4053
 DP4053_MARKER: DD = SURVEY DISK
 DP4053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4053_STAMPING: 723370 B 2010
 DP4053_MARK LOGO: SWFWMD
 DP4053_PROJECTION: FLUSH
 DP4053_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4053+STABILITY: SURFACE MOTION
 DP4053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4053+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2022
 DP4053
 DP4053  HISTORY     - Date     Condition        Report By
 DP4053  HISTORY     - 2010     MONUMENTED       SFLWMD
 DP4053  HISTORY     - 20130816 GOOD             FLDEP
 DP4053  HISTORY     - 20220824 GOOD             GEOCAC
 DP4053
 DP4053                          STATION DESCRIPTION
 DP4053
 DP4053'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4053'THE MARK IS ABOUT 12.1 MI (19.5 KM) NORTH OF VENUS, 3.7 MI (6.0 KM)
 DP4053'SOUTH-SOUTHEAST OF LAKE PLACID, 2.2 MI (3.5 KM) NORTH OF CHILDS, IN
 DP4053'SECTION 20, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4053'
 DP4053'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4053'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 1.1 MI (1.8 KM)
 DP4053'TO THE JUNCTION OF OLD STATE ROAD 8 ON THE RIGHT.  TURN RIGHT ON OLD
 DP4053'STATE ROAD 8 AND GO NORTH-NORTHEAST FOR 2.3 MI (3.7 KM) TO THE MARK ON
 DP4053'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DP4053'GROUND AND LEVEL WITH OLD STATE ROAD 8.  THE MARK CAN ALSO BE REACHED
 DP4053'FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND OLD STATE ROAD 8 IN LAKE
 DP4053'PLACID, GO SOUTH ON OLD STATE ROAD 8 FOR 2.0 MI (3.2 KM) TO THE MARK
 DP4053'ON THE RIGHT.
 DP4053'
 DP4053'LOCATED 50.7 FT (15.5 M) SOUTH-SOUTHEAST OF SURVEY MARK 723370 A, 28.0
 DP4053'FT (8.5 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF OLD STATE
 DP4053'ROAD 8, 25.8 FT (7.9 M) SOUTH-SOUTHEAST OF A WATER MONITORING WELL
 DP4053'HEAD AND 0.5 FT (15 CM) SOUTHEAST OF A CARSONITE WITNESS POST.
 DP4053
 DP4053                          STATION RECOVERY (2022)
 DP4053
 DP4053'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4053'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4027 ***********************************************************************
 DP4027  DESIGNATION -  723371 A
 DP4027  PID         -  DP4027
 DP4027  STATE/COUNTY-  FL/HIGHLANDS
 DP4027  COUNTRY     -  US
 DP4027  USGS QUAD   -  VENUS NW (2018)
 DP4027
 DP4027                         *CURRENT SURVEY CONTROL
 DP4027  ______________________________________________________________________
 DP4027* NAD 83(1986) POSITION- 27 12 58.2    (N) 081 23 44.5    (W)   HD_HELD2
 DP4027* NAVD 88 ORTHO HEIGHT -    42.155 (meters)      138.30  (feet) ADJUSTED
 DP4027  ______________________________________________________________________
 DP4027  GEOID HEIGHT    -        -24.971 (meters)                     GEOID18
 DP4027  DYNAMIC HEIGHT  -         42.091 (meters)      138.09  (feet) COMP
 DP4027  MODELED GRAVITY -    979,137.0   (mgal)                       NAVD 88
 DP4027
 DP4027  VERT ORDER      -  FIRST     CLASS II
 DP4027
 DP4027.The horizontal coordinates were established by autonomous hand held GPS
 DP4027.observations and have an estimated accuracy of +/- 10 meters.
 DP4027
 DP4027.The orthometric height was determined by differential leveling and
 DP4027.adjusted by the NATIONAL GEODETIC SURVEY
 DP4027.in December 2014.
 DP4027
 DP4027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4027.GEOID18 height accuracy estimate available here.
 DP4027
 DP4027.Click photographs - Photos may exist for this station.
 DP4027
 DP4027.The dynamic height is computed by dividing the NAVD 88
 DP4027.geopotential number by the normal gravity value computed on the
 DP4027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4027.degrees latitude (g = 980.6199 gals.).
 DP4027
 DP4027.The modeled gravity was interpolated from observed gravity values.
 DP4027
 DP4027;                    North         East    Units  Estimated Accuracy
 DP4027;SPC FL E     -   319,417.      160,803.      MT  (+/- 10 meters HH2 GPS)
 DP4027
 DP4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6081610439(NAD 83)
 DP4027
 DP4027                          SUPERSEDED SURVEY CONTROL
 DP4027
 DP4027.No superseded survey control is available for this station.
 DP4027
 DP4027_MARKER: DD = SURVEY DISK
 DP4027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4027_STAMPING: 723371 A 2009
 DP4027_MARK LOGO: SFLWMD
 DP4027_PROJECTION: FLUSH
 DP4027_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4027+STABILITY: SURFACE MOTION
 DP4027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4027+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4027
 DP4027  HISTORY     - Date     Condition        Report By
 DP4027  HISTORY     - 2009     MONUMENTED       SFLWMD
 DP4027  HISTORY     - 20130912 GOOD             FLDEP
 DP4027  HISTORY     - 20220821 GOOD             GEOCAC
 DP4027
 DP4027                          STATION DESCRIPTION
 DP4027
 DP4027'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4027'THE MARK IS ABOUT 10.5 MI (16.9 KM) NORTH-NORTHWEST OF VENUS, 5.6 MI
 DP4027'(9.0 KM) SOUTH-SOUTHWEST OF LAKE PLACID, 3.2 MI (5.1 KM) WEST OF
 DP4027'CHILDS, IN SECTION 35, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4027'
 DP4027'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4027'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 4.35 MI (7.0 KM)
 DP4027'TO THE INTERSECTION OF JEFFERSON AVENUE ON THE LEFT AND PLACID LAKES
 DP4027'BOULEVARD ON THE RIGHT.  TURN RIGHT ON PLACID LAKES BOULEVARD AND GO
 DP4027'NORTH FOR 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF
 DP4027'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH PLACID
 DP4027'VIEW DRIVE.
 DP4027'
 DP4027'LOCATED 53.5 FT (16.3 M) EAST OF THE APPROXIMATE CENTERLINE OF PLACID
 DP4027'LAKES BOULEVARD, 44.2 FT (13.5 M) NORTH OF SURVEY MARK 723371 B, 28.6
 DP4027'FT (8.7 M) NORTH-NORTHEAST OF A 1.5 FT (0.5 M) DIAMETER PINE TREE,
 DP4027'10.6 FT (3.2 M) NORTH-NORTHEAST OF THE GROUND WATER WELL HEAD, 2.9 FT
 DP4027'(0.9 M) WEST OF THE BARB WIRE FENCE AND 2.2 FT (0.7 M) WEST OF A
 DP4027'CARSONITE WITNESS POST.
 DP4027
 DP4027                          STATION RECOVERY (2022)
 DP4027
 DP4027'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4026 ***********************************************************************
 DP4026  DESIGNATION -  723371 B
 DP4026  PID         -  DP4026
 DP4026  STATE/COUNTY-  FL/HIGHLANDS
 DP4026  COUNTRY     -  US
 DP4026  USGS QUAD   -  VENUS NW (2018)
 DP4026
 DP4026                         *CURRENT SURVEY CONTROL
 DP4026  ______________________________________________________________________
 DP4026* NAD 83(1986) POSITION- 27 12 57.8    (N) 081 23 44.4    (W)   HD_HELD2
 DP4026* NAVD 88 ORTHO HEIGHT -    42.060 (meters)      137.99  (feet) ADJUSTED
 DP4026  ______________________________________________________________________
 DP4026  GEOID HEIGHT    -        -24.970 (meters)                     GEOID18
 DP4026  DYNAMIC HEIGHT  -         41.997 (meters)      137.79  (feet) COMP
 DP4026  MODELED GRAVITY -    979,137.0   (mgal)                       NAVD 88
 DP4026
 DP4026  VERT ORDER      -  FIRST     CLASS II
 DP4026
 DP4026.The horizontal coordinates were established by autonomous hand held GPS
 DP4026.observations and have an estimated accuracy of +/- 10 meters.
 DP4026
 DP4026.The orthometric height was determined by differential leveling and
 DP4026.adjusted by the NATIONAL GEODETIC SURVEY
 DP4026.in December 2014.
 DP4026
 DP4026.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4026.GEOID18 height accuracy estimate available here.
 DP4026
 DP4026.Click photographs - Photos may exist for this station.
 DP4026
 DP4026.The dynamic height is computed by dividing the NAVD 88
 DP4026.geopotential number by the normal gravity value computed on the
 DP4026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4026.degrees latitude (g = 980.6199 gals.).
 DP4026
 DP4026.The modeled gravity was interpolated from observed gravity values.
 DP4026
 DP4026;                    North         East    Units  Estimated Accuracy
 DP4026;SPC FL E     -   319,405.      160,806.      MT  (+/- 10 meters HH2 GPS)
 DP4026
 DP4026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6081810427(NAD 83)
 DP4026
 DP4026                          SUPERSEDED SURVEY CONTROL
 DP4026
 DP4026.No superseded survey control is available for this station.
 DP4026
 DP4026_MARKER: DD = SURVEY DISK
 DP4026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4026_STAMPING: 723371 B 2009
 DP4026_MARK LOGO: SFLWMD
 DP4026_PROJECTION: FLUSH
 DP4026_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4026+STABILITY: SURFACE MOTION
 DP4026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4026+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4026
 DP4026  HISTORY     - Date     Condition        Report By
 DP4026  HISTORY     - 2009     MONUMENTED       SFLWMD
 DP4026  HISTORY     - 20130912 GOOD             FLDEP
 DP4026  HISTORY     - 20220821 GOOD             GEOCAC
 DP4026
 DP4026                          STATION DESCRIPTION
 DP4026
 DP4026'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4026'THE MARK IS ABOUT 10.5 MI (16.9 KM) NORTH-NORTHWEST OF VENUS, 5.6 MI
 DP4026'(9.0 KM) SOUTH-SOUTHWEST OF LAKE PLACID, 3.2 MI (5.1 KM) WEST OF
 DP4026'CHILDS, IN SECTION 35, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4026'
 DP4026'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4026'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 4.35 MI (7.0 KM)
 DP4026'TO THE INTERSECTION OF JEFFERSON AVENUE ON THE LEFT AND PLACID LAKES
 DP4026'BOULEVARD ON THE RIGHT.  TURN RIGHT ON PLACID LAKES BOULEVARD AND GO
 DP4026'NORTH FOR 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF
 DP4026'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH PLACID
 DP4026'VIEW DRIVE.
 DP4026'
 DP4026'LOCATED 104.5 FT (31.9 M) NORTH OF A PHONE PEDESTAL NUMBERED 20949,
 DP4026'49.6 FT (15.1 M) EAST OF THE APPROXIMATE CENTERLINE OF PLACID LAKES
 DP4026'BOULEVARD, 44.2 FT (13.5 M) SOUTH OF SURVEY MARK 723371 A, 34.7 FT
 DP4026'(10.6 M) SOUTH OF THE GROUND WATER WELL HEAD, 2.7 FT (0.8 M) WEST OF
 DP4026'THE BARB WIRE FENCE AND 2.1 FT (0.6 M) WEST OF A CARSONITE WITNESS
 DP4026'POST.
 DP4026
 DP4026                          STATION RECOVERY (2022)
 DP4026
 DP4026'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4026'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4034 ***********************************************************************
 DP4034  DESIGNATION -  723372 B
 DP4034  PID         -  DP4034
 DP4034  STATE/COUNTY-  FL/HIGHLANDS
 DP4034  COUNTRY     -  US
 DP4034  USGS QUAD   -  VENUS NW (2018)
 DP4034
 DP4034                         *CURRENT SURVEY CONTROL
 DP4034  ______________________________________________________________________
 DP4034* NAD 83(1986) POSITION- 27 14 30.3    (N) 081 22 58.5    (W)   HD_HELD2
 DP4034* NAVD 88 ORTHO HEIGHT -    30.978 (meters)      101.63  (feet) ADJUSTED
 DP4034  ______________________________________________________________________
 DP4034  GEOID HEIGHT    -        -25.078 (meters)                     GEOID18
 DP4034  DYNAMIC HEIGHT  -         30.931 (meters)      101.48  (feet) COMP
 DP4034  MODELED GRAVITY -    979,136.4   (mgal)                       NAVD 88
 DP4034
 DP4034  VERT ORDER      -  FIRST     CLASS II
 DP4034
 DP4034.The horizontal coordinates were established by autonomous hand held GPS
 DP4034.observations and have an estimated accuracy of +/- 10 meters.
 DP4034
 DP4034.The orthometric height was determined by differential leveling and
 DP4034.adjusted by the NATIONAL GEODETIC SURVEY
 DP4034.in December 2014.
 DP4034
 DP4034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4034.GEOID18 height accuracy estimate available here.
 DP4034
 DP4034.Click photographs - Photos may exist for this station.
 DP4034
 DP4034.The dynamic height is computed by dividing the NAVD 88
 DP4034.geopotential number by the normal gravity value computed on the
 DP4034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4034.degrees latitude (g = 980.6199 gals.).
 DP4034
 DP4034.The modeled gravity was interpolated from observed gravity values.
 DP4034
 DP4034;                    North         East    Units  Estimated Accuracy
 DP4034;SPC FL E     -   322,248.      162,077.      MT  (+/- 10 meters HH2 GPS)
 DP4034
 DP4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6209013269(NAD 83)
 DP4034
 DP4034                          SUPERSEDED SURVEY CONTROL
 DP4034
 DP4034.No superseded survey control is available for this station.
 DP4034
 DP4034_MARKER: DD = SURVEY DISK
 DP4034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4034_STAMPING: 723372 B 2010
 DP4034_MARK LOGO: SWFWMD
 DP4034_PROJECTION: FLUSH
 DP4034_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4034+STABILITY: SURFACE MOTION
 DP4034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4034+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4034
 DP4034  HISTORY     - Date     Condition        Report By
 DP4034  HISTORY     - 2010     MONUMENTED       SFLWMD
 DP4034  HISTORY     - 20130829 GOOD             FLDEP
 DP4034  HISTORY     - 20220821 GOOD             GEOCAC
 DP4034
 DP4034                          STATION DESCRIPTION
 DP4034
 DP4034'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4034'THE MARK IS ABOUT 12.1 MI (19.5 KM) NORTH OF VENUS, 3.7 MI (6.0 KM)
 DP4034'SOUTH-SOUTHWEST OF LAKE PLACID, 3.2 MI (5.1 KM) NORTHWEST OF CHILDS,
 DP4034'IN SECTION 23, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4034'
 DP4034'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4034'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 3.4 MI (5.5 KM)
 DP4034'TO THE JUNCTION OF PLACID VIEW DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP4034'PLACID VIEW DRIVE AND GO NORTH FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF
 DP4034'JERSEY STREET NORTHEAST ON THE LEFT.  TURN LEFT ON JERSEY STREET
 DP4034'NORTHEAST AND GO WEST FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF
 DP4034'MARTINIQUE AVENUE NORTHEAST ON THE RIGHT AND THE MARK ON THE LEFT, SET
 DP4034'IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH
 DP4034'JERSEY STREET NORTHEAST.
 DP4034'
 DP4034'LOCATED 72.0 FT (21.9 M) EAST OF THE APPROXIMATE EXTENDED CENTERLINE
 DP4034'OF MARTINIQUE AVENUE NORTHEAST, 46.4 FT (14.1 M) SOUTH-SOUTHEAST OF A
 DP4034'WOODEN UTILITY POLE NUMBER B227564, 40.3 FT (12.3 M) SOUTH-SOUTHEAST
 DP4034'OF SURVEY MARK 723372 C, 18.5 FT (5.6 M) SOUTH OF THE APPROXIMATE
 DP4034'CENTERLINE OF JERSEY STREET NORTHEAST AND 0.5 FT (15 CM) NORTH OF A
 DP4034'CARSONITE WITNESS POST.
 DP4034
 DP4034                          STATION RECOVERY (2022)
 DP4034
 DP4034'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4034'THE CARSONITE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4035 ***********************************************************************
 DP4035  DESIGNATION -  723372 C
 DP4035  PID         -  DP4035
 DP4035  STATE/COUNTY-  FL/HIGHLANDS
 DP4035  COUNTRY     -  US
 DP4035  USGS QUAD   -  VENUS NW (2018)
 DP4035
 DP4035                         *CURRENT SURVEY CONTROL
 DP4035  ______________________________________________________________________
 DP4035* NAD 83(1986) POSITION- 27 14 30.7    (N) 081 22 58.7    (W)   HD_HELD2
 DP4035* NAVD 88 ORTHO HEIGHT -    31.136 (meters)      102.15  (feet) ADJUSTED
 DP4035  ______________________________________________________________________
 DP4035  GEOID HEIGHT    -        -25.078 (meters)                     GEOID18
 DP4035  DYNAMIC HEIGHT  -         31.089 (meters)      102.00  (feet) COMP
 DP4035  MODELED GRAVITY -    979,136.4   (mgal)                       NAVD 88
 DP4035
 DP4035  VERT ORDER      -  FIRST     CLASS II
 DP4035
 DP4035.The horizontal coordinates were established by autonomous hand held GPS
 DP4035.observations and have an estimated accuracy of +/- 10 meters.
 DP4035
 DP4035.The orthometric height was determined by differential leveling and
 DP4035.adjusted by the NATIONAL GEODETIC SURVEY
 DP4035.in December 2014.
 DP4035
 DP4035.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4035.GEOID18 height accuracy estimate available here.
 DP4035
 DP4035.Click photographs - Photos may exist for this station.
 DP4035
 DP4035.The dynamic height is computed by dividing the NAVD 88
 DP4035.geopotential number by the normal gravity value computed on the
 DP4035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4035.degrees latitude (g = 980.6199 gals.).
 DP4035
 DP4035.The modeled gravity was interpolated from observed gravity values.
 DP4035
 DP4035;                    North         East    Units  Estimated Accuracy
 DP4035;SPC FL E     -   322,260.      162,072.      MT  (+/- 10 meters HH2 GPS)
 DP4035
 DP4035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6208413282(NAD 83)
 DP4035
 DP4035                          SUPERSEDED SURVEY CONTROL
 DP4035
 DP4035.No superseded survey control is available for this station.
 DP4035
 DP4035_MARKER: F = FLANGE-ENCASED ROD
 DP4035_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP4035_STAMPING: 723372 C 2013
 DP4035_MARK LOGO: NGS
 DP4035_PROJECTION: FLUSH
 DP4035_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4035_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4035+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4035_ROD/PIPE-DEPTH: 10.1 meters
 DP4035
 DP4035  HISTORY     - Date     Condition        Report By
 DP4035  HISTORY     - 20130912 MONUMENTED       FLDEP
 DP4035  HISTORY     - 20220821 GOOD             GEOCAC
 DP4035
 DP4035                          STATION DESCRIPTION
 DP4035
 DP4035'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4035'THE MARK IS ABOUT 12.2 MI (19.6 KM) NORTH OF VENUS, 3.7 MI (6.0 KM)
 DP4035'SOUTH-SOUTHWEST OF LAKE PLACID, 3.2 MI (5.1 KM) NORTHWEST OF CHILDS,
 DP4035'IN SECTION 23, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4035'
 DP4035'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4035'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 3.4 MI (5.5 KM)
 DP4035'TO THE JUNCTION OF PLACID VIEW DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP4035'PLACID VIEW DRIVE AND GO NORTH FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF
 DP4035'JERSEY STREET NORTHEAST ON THE LEFT.  TURN LEFT ON JERSEY STREET
 DP4035'NORTHEAST AND GO WEST FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF
 DP4035'MARTINIQUE AVENUE NORTHEAST ON THE RIGHT AND THE MARK ON THE RIGHT, A
 DP4035'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 33.2 FT (10.1 M)
 DP4035'WITH AN NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.1 FT (3 CM) BELOW
 DP4035'THE LEVEL OF THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF JERSEY
 DP4035'STREET NORTHEAST.
 DP4035'
 DP4035'LOCATED 54.6 FT (16.6 M) EAST OF THE APPROXIMATE EXTENDED CENTERLINE
 DP4035'OF MARTINIQUE AVENUE NORTHEAST, 40.4 FT (12.3 M) NORTH-NORTHWEST OF
 DP4035'SURVEY MARK 723372 B, 17.8 FT (5.4 M) NORTH OF THE APPROXIMATE
 DP4035'CENTERLINE OF JERSEY STREET NORTHEAST, 7.4 FT (2.3 M) SOUTH OF A
 DP4035'WOODEN UTILITY POLE NUMBER B-227564 AND 6.6 FT (2.0 M) SOUTH OF A
 DP4035'CARSONITE WITNESS POST.
 DP4035'
 DP4035'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DP4035'CAP.
 DP4035'
 DP4035'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DP4035'NATIONAL GEODETIC SURVEY LOGO CAP.
 DP4035
 DP4035                          STATION RECOVERY (2022)
 DP4035
 DP4035'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4035'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4036 ***********************************************************************
 DP4036  DESIGNATION -  723373 A
 DP4036  PID         -  DP4036
 DP4036  STATE/COUNTY-  FL/HIGHLANDS
 DP4036  COUNTRY     -  US
 DP4036  USGS QUAD   -  VENUS NW (2018)
 DP4036
 DP4036                         *CURRENT SURVEY CONTROL
 DP4036  ______________________________________________________________________
 DP4036* NAD 83(1986) POSITION- 27 14 30.6    (N) 081 23 28.9    (W)   HD_HELD2
 DP4036* NAVD 88 ORTHO HEIGHT -    37.611 (meters)      123.40  (feet) ADJUSTED
 DP4036  ______________________________________________________________________
 DP4036  GEOID HEIGHT    -        -25.065 (meters)                     GEOID18
 DP4036  DYNAMIC HEIGHT  -         37.555 (meters)      123.21  (feet) COMP
 DP4036  MODELED GRAVITY -    979,136.4   (mgal)                       NAVD 88
 DP4036
 DP4036  VERT ORDER      -  FIRST     CLASS II
 DP4036
 DP4036.The horizontal coordinates were established by autonomous hand held GPS
 DP4036.observations and have an estimated accuracy of +/- 10 meters.
 DP4036
 DP4036.The orthometric height was determined by differential leveling and
 DP4036.adjusted by the NATIONAL GEODETIC SURVEY
 DP4036.in December 2014.
 DP4036
 DP4036.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4036.GEOID18 height accuracy estimate available here.
 DP4036
 DP4036.Click photographs - Photos may exist for this station.
 DP4036
 DP4036.The dynamic height is computed by dividing the NAVD 88
 DP4036.geopotential number by the normal gravity value computed on the
 DP4036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4036.degrees latitude (g = 980.6199 gals.).
 DP4036
 DP4036.The modeled gravity was interpolated from observed gravity values.
 DP4036
 DP4036;                    North         East    Units  Estimated Accuracy
 DP4036;SPC FL E     -   322,260.      161,241.      MT  (+/- 10 meters HH2 GPS)
 DP4036
 DP4036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6125413281(NAD 83)
 DP4036
 DP4036                          SUPERSEDED SURVEY CONTROL
 DP4036
 DP4036.No superseded survey control is available for this station.
 DP4036
 DP4036_MARKER: DD = SURVEY DISK
 DP4036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4036_STAMPING: 723373 A 2010
 DP4036_MARK LOGO: SFLWMD
 DP4036_PROJECTION: FLUSH
 DP4036_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4036+STABILITY: SURFACE MOTION
 DP4036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4036+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4036
 DP4036  HISTORY     - Date     Condition        Report By
 DP4036  HISTORY     - 2010     MONUMENTED       SFLWMD
 DP4036  HISTORY     - 20130829 GOOD             FLDEP
 DP4036  HISTORY     - 20220821 GOOD             GEOCAC
 DP4036
 DP4036                          STATION DESCRIPTION
 DP4036
 DP4036'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4036'THE MARK IS ABOUT 12.2 MI (19.6 KM) NORTH OF VENUS, 3.9 MI (6.3 KM)
 DP4036'SOUTH-SOUTHWEST OF LAKE PLACID, 3.6 MI (5.8 KM) NORTHWEST OF CHILDS,
 DP4036'IN SECTION 23, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4036'
 DP4036'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4036'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 3.4 MI (5.5 KM)
 DP4036'TO THE JUNCTION OF PLACID VIEW DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP4036'PLACID VIEW DRIVE AND GO NORTH FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF
 DP4036'JERSEY STREET NORTHEAST ON THE LEFT.  TURN LEFT ON JERSEY STREET
 DP4036'NORTHEAST AND GO WEST FOR 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT,
 DP4036'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 DP4036'0.6 FT (18 CM) BELOW THE LEVEL OF JERSEY STREET NORTHEAST.
 DP4036'
 DP4036'LOCATED 176.5 FT (53.8 M) EAST OF THE APPROXIMATE EXTENDED CENTERLINE
 DP4036'OF COQUINA AVENUE NORTHEAST, 123.7 FT (37.7 M) WEST OF THE APPROXIMATE
 DP4036'CENTERLINE OF KEOS AVENUE NORTHEAST, 51.0 FT (15.5 M) EAST OF SURVEY
 DP4036'MARK 723373 B, 25.4 FT (7.7 M) EAST OF A WATER MONITORING WELL HEAD,
 DP4036'17.3 FT (5.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF JERSEY STREET
 DP4036'NORTHEAST AND 0.5 FT (15 CM) SOUTH OF A CARSONITE WITNESS POST.
 DP4036
 DP4036                          STATION RECOVERY (2022)
 DP4036
 DP4036'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4037 ***********************************************************************
 DP4037  DESIGNATION -  723373 B
 DP4037  PID         -  DP4037
 DP4037  STATE/COUNTY-  FL/HIGHLANDS
 DP4037  COUNTRY     -  US
 DP4037  USGS QUAD   -  VENUS NW (2018)
 DP4037
 DP4037                         *CURRENT SURVEY CONTROL
 DP4037  ______________________________________________________________________
 DP4037* NAD 83(1986) POSITION- 27 14 30.5    (N) 081 23 29.5    (W)   HD_HELD2
 DP4037* NAVD 88 ORTHO HEIGHT -    37.656 (meters)      123.54  (feet) ADJUSTED
 DP4037  ______________________________________________________________________
 DP4037  GEOID HEIGHT    -        -25.065 (meters)                     GEOID18
 DP4037  DYNAMIC HEIGHT  -         37.599 (meters)      123.36  (feet) COMP
 DP4037  MODELED GRAVITY -    979,136.4   (mgal)                       NAVD 88
 DP4037
 DP4037  VERT ORDER      -  FIRST     CLASS II
 DP4037
 DP4037.The horizontal coordinates were established by autonomous hand held GPS
 DP4037.observations and have an estimated accuracy of +/- 10 meters.
 DP4037
 DP4037.The orthometric height was determined by differential leveling and
 DP4037.adjusted by the NATIONAL GEODETIC SURVEY
 DP4037.in December 2014.
 DP4037
 DP4037.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4037.GEOID18 height accuracy estimate available here.
 DP4037
 DP4037.Click photographs - Photos may exist for this station.
 DP4037
 DP4037.The dynamic height is computed by dividing the NAVD 88
 DP4037.geopotential number by the normal gravity value computed on the
 DP4037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4037.degrees latitude (g = 980.6199 gals.).
 DP4037
 DP4037.The modeled gravity was interpolated from observed gravity values.
 DP4037
 DP4037;                    North         East    Units  Estimated Accuracy
 DP4037;SPC FL E     -   322,256.      161,225.      MT  (+/- 10 meters HH2 GPS)
 DP4037
 DP4037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6123713278(NAD 83)
 DP4037
 DP4037                          SUPERSEDED SURVEY CONTROL
 DP4037
 DP4037.No superseded survey control is available for this station.
 DP4037
 DP4037_MARKER: DD = SURVEY DISK
 DP4037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4037_STAMPING: 723373 B 2010
 DP4037_MARK LOGO: SFLWMD
 DP4037_PROJECTION: FLUSH
 DP4037_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4037+STABILITY: SURFACE MOTION
 DP4037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4037+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4037
 DP4037  HISTORY     - Date     Condition        Report By
 DP4037  HISTORY     - 2010     MONUMENTED       SFLWMD
 DP4037  HISTORY     - 20130829 GOOD             FLDEP
 DP4037  HISTORY     - 20220821 GOOD             GEOCAC
 DP4037
 DP4037                          STATION DESCRIPTION
 DP4037
 DP4037'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4037'THE MARK IS ABOUT 12.2 MI (19.6 KM) NORTH OF VENUS, 3.9 MI (6.3 KM)
 DP4037'SOUTH-SOUTHWEST OF LAKE PLACID, 3.6 MI (5.8 KM) NORTHWEST OF CHILDS,
 DP4037'IN SECTION 23, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4037'
 DP4037'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4037'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 3.4 MI (5.5 KM)
 DP4037'TO THE JUNCTION OF PLACID VIEW DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP4037'PLACID VIEW DRIVE AND GO NORTH FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF
 DP4037'JERSEY STREET NORTHEAST ON THE LEFT.  TURN LEFT ON JERSEY STREET
 DP4037'NORTHEAST AND GO WEST FOR 0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT,
 DP4037'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 DP4037'0.6 FT (18 CM) BELOW THE LEVEL OF JERSEY STREET NORTHEAST.
 DP4037'
 DP4037'LOCATED 174.7 FT (53.2 M) WEST OF THE APPROXIMATE EXTENDED CENTERLINE
 DP4037'OF KEOS AVENUE NORTHEAST, 125.5 FT (38.3 M) EAST OF THE APPROXIMATE
 DP4037'CENTERLINE OF COQUINA AVENUE NORTHEAST, 51.0 FT (15.5 M) WEST OF
 DP4037'SURVEY MARK 723373 A, 25.2 FT (7.7 M) WEST OF A WATER MONITORING WELL
 DP4037'HEAD, 17.7 FT (5.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF JERSEY
 DP4037'STREET NORTHEAST AND 0.5 FT (15 CM) SOUTH OF A CARSONITE WITNESS POST.
 DP4037
 DP4037                          STATION RECOVERY (2022)
 DP4037
 DP4037'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4037'THE CARSONITE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4040 ***********************************************************************
 DP4040  DESIGNATION -  723375 A
 DP4040  PID         -  DP4040
 DP4040  STATE/COUNTY-  FL/HIGHLANDS
 DP4040  COUNTRY     -  US
 DP4040  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP4040
 DP4040                         *CURRENT SURVEY CONTROL
 DP4040  ______________________________________________________________________
 DP4040* NAD 83(1986) POSITION- 27 15 11.6    (N) 081 22 42.9    (W)   HD_HELD2
 DP4040* NAVD 88 ORTHO HEIGHT -    29.531 (meters)       96.89  (feet) ADJUSTED
 DP4040  ______________________________________________________________________
 DP4040  GEOID HEIGHT    -        -25.126 (meters)                     GEOID18
 DP4040  DYNAMIC HEIGHT  -         29.487 (meters)       96.74  (feet) COMP
 DP4040  MODELED GRAVITY -    979,136.1   (mgal)                       NAVD 88
 DP4040
 DP4040  VERT ORDER      -  FIRST     CLASS II
 DP4040
 DP4040.The horizontal coordinates were established by autonomous hand held GPS
 DP4040.observations and have an estimated accuracy of +/- 10 meters.
 DP4040
 DP4040.The orthometric height was determined by differential leveling and
 DP4040.adjusted by the NATIONAL GEODETIC SURVEY
 DP4040.in December 2014.
 DP4040
 DP4040.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4040.GEOID18 height accuracy estimate available here.
 DP4040
 DP4040.Click photographs - Photos may exist for this station.
 DP4040
 DP4040.The dynamic height is computed by dividing the NAVD 88
 DP4040.geopotential number by the normal gravity value computed on the
 DP4040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4040.degrees latitude (g = 980.6199 gals.).
 DP4040
 DP4040.The modeled gravity was interpolated from observed gravity values.
 DP4040
 DP4040;                    North         East    Units  Estimated Accuracy
 DP4040;SPC FL E     -   323,518.      162,510.      MT  (+/- 10 meters HH2 GPS)
 DP4040
 DP4040_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6252314539(NAD 83)
 DP4040
 DP4040                          SUPERSEDED SURVEY CONTROL
 DP4040
 DP4040.No superseded survey control is available for this station.
 DP4040
 DP4040_MARKER: DD = SURVEY DISK
 DP4040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4040_STAMPING: 723375 A 2010
 DP4040_MARK LOGO: SWFWMD
 DP4040_PROJECTION: FLUSH
 DP4040_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4040+STABILITY: SURFACE MOTION
 DP4040_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4040+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 DP4040
 DP4040  HISTORY     - Date     Condition        Report By
 DP4040  HISTORY     - 2010     MONUMENTED       SFLWMD
 DP4040  HISTORY     - 20130829 GOOD             FLDEP
 DP4040  HISTORY     - 20220818 GOOD             GEOCAC
 DP4040
 DP4040                          STATION DESCRIPTION
 DP4040
 DP4040'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4040'THE MARK IS ABOUT 12.9 MI (20.8 KM) NORTH OF VENUS, 3.7 MI (6.0 KM)
 DP4040'NORTHWEST OF CHILDS, 2.9 MI (4.7 KM) SOUTH-SOUTHWEST OF LAKE PLACID,
 DP4040'IN SECTION 13, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4040'
 DP4040'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4040'HIGHWAY 27 IN BEARS DEN, GO NORTH ON U.S. HIGHWAY 27 FOR 4.95 MI (8.0
 DP4040'KM) TO THE INTERSECTION OF LAKE MIRROR DRIVE.  TURN LEFT ON LAKE
 DP4040'MIRROR DRIVE AND GO SOUTHWEST FOR 0.9 MI (1.4 KM) TO THE INTERSECTION
 DP4040'OF LAKE DRIVE EAST ON THE RIGHT AND PLACID VIEW DRIVE ON THE LEFT.
 DP4040'TURN LEFT ON PLACID VIEW DRIVE AND GO SOUTHWEST FOR 1.5 MI (2.4 KM) TO
 DP4040'THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DP4040'FLUSH WITH THE GROUND AND LEVEL WITH PLACID VIEW DRIVE.
 DP4040'
 DP4040'LOCATED 52.0 FT (15.8 M) SOUTH OF SURVEY MARK 723375 B, 50.5 FT (15.4
 DP4040'M) SOUTH OF A PHONE PEDESTAL, 36.6 FT (11.2 M) WEST OF THE APPROXIMATE
 DP4040'CENTERLINE OF PLACID VIEW DRIVE, 25.8 FT (7.9 M) NORTH OF A WATER
 DP4040'MONITORING WELL HEAD, 9.3 FT (2.8 M) NORTH OF THE APPROXIMATE EXTENDED
 DP4040'CENTERLINE OF THE DRIVEWAY AT 3319 PLACID VIEW DRIVE AND 0.5 FT (15
 DP4040'CM) EAST OF A CARSONITE WITNESS POST.
 DP4040
 DP4040                          STATION RECOVERY (2022)
 DP4040
 DP4040'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4040'THE MARK IS 52.0 FT (15.8 M) NORTH OF SURVEY MARK 723375 B.  THE
 DP4040'CARSONITE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4039 ***********************************************************************
 DP4039  DESIGNATION -  723375 B
 DP4039  PID         -  DP4039
 DP4039  STATE/COUNTY-  FL/HIGHLANDS
 DP4039  COUNTRY     -  US
 DP4039  USGS QUAD   -  LAKE JUNE IN WINTER (2018)
 DP4039
 DP4039                         *CURRENT SURVEY CONTROL
 DP4039  ______________________________________________________________________
 DP4039* NAD 83(1986) POSITION- 27 15 11.1    (N) 081 22 43.3    (W)   HD_HELD2
 DP4039* NAVD 88 ORTHO HEIGHT -    29.563 (meters)       96.99  (feet) ADJUSTED
 DP4039  ______________________________________________________________________
 DP4039  GEOID HEIGHT    -        -25.125 (meters)                     GEOID18
 DP4039  DYNAMIC HEIGHT  -         29.519 (meters)       96.85  (feet) COMP
 DP4039  MODELED GRAVITY -    979,136.1   (mgal)                       NAVD 88
 DP4039
 DP4039  VERT ORDER      -  FIRST     CLASS II
 DP4039
 DP4039.The horizontal coordinates were established by autonomous hand held GPS
 DP4039.observations and have an estimated accuracy of +/- 10 meters.
 DP4039
 DP4039.The orthometric height was determined by differential leveling and
 DP4039.adjusted by the NATIONAL GEODETIC SURVEY
 DP4039.in December 2014.
 DP4039
 DP4039.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4039.GEOID18 height accuracy estimate available here.
 DP4039
 DP4039.Click photographs - Photos may exist for this station.
 DP4039
 DP4039.The dynamic height is computed by dividing the NAVD 88
 DP4039.geopotential number by the normal gravity value computed on the
 DP4039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4039.degrees latitude (g = 980.6199 gals.).
 DP4039
 DP4039.The modeled gravity was interpolated from observed gravity values.
 DP4039
 DP4039;                    North         East    Units  Estimated Accuracy
 DP4039;SPC FL E     -   323,502.      162,499.      MT  (+/- 10 meters HH2 GPS)
 DP4039
 DP4039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6251214523(NAD 83)
 DP4039
 DP4039                          SUPERSEDED SURVEY CONTROL
 DP4039
 DP4039.No superseded survey control is available for this station.
 DP4039
 DP4039_MARKER: DD = SURVEY DISK
 DP4039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4039_STAMPING: 723375 B 2010
 DP4039_MARK LOGO: SWFWMD
 DP4039_PROJECTION: FLUSH
 DP4039_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4039+STABILITY: SURFACE MOTION
 DP4039_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4039+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2022
 DP4039
 DP4039  HISTORY     - Date     Condition        Report By
 DP4039  HISTORY     - 2010     MONUMENTED       SFLWMD
 DP4039  HISTORY     - 20130829 GOOD             FLDEP
 DP4039  HISTORY     - 20220818 GOOD             GEOCAC
 DP4039
 DP4039                          STATION DESCRIPTION
 DP4039
 DP4039'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4039'THE MARK IS ABOUT 12.9 MI (20.8 KM) NORTH OF VENUS, 3.7 MI (6.0 KM)
 DP4039'NORTHWEST OF CHILDS, 2.9 MI (4.7 KM) SOUTH-SOUTHWEST OF LAKE PLACID,
 DP4039'IN SECTION 13, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4039'
 DP4039'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4039'HIGHWAY 27 IN BEARS DEN, GO NORTH ON U.S. HIGHWAY 27 FOR 4.95 MI (8.0
 DP4039'KM) TO THE INTERSECTION OF LAKE MIRROR DRIVE.  TURN LEFT ON LAKE
 DP4039'MIRROR DRIVE AND GO SOUTHWEST FOR 0.9 MI (1.4 KM) TO THE INTERSECTION
 DP4039'OF LAKE DRIVE EAST ON THE RIGHT AND PLACID VIEW DRIVE ON THE LEFT.
 DP4039'TURN LEFT ON PLACID VIEW DRIVE AND GO SOUTHWEST FOR 1.5 MI (2.4 KM) TO
 DP4039'THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DP4039'FLUSH WITH THE GROUND AND LEVEL WITH PLACID VIEW DRIVE.
 DP4039'
 DP4039'LOCATED 52.0 FT (15.8 M) SOUTH OF SURVEY MARK 723375 A, 43.8 FT (13.4
 DP4039'M) SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE OF DRIVEWAY AT 3319
 DP4039'PLACID VIEW DRIVE, 38.0 FT (11.6 M) WEST OF THE APPROXIMATE CENTERLINE
 DP4039'OF PLACID VIEW DRIVE, 25.7 FT (7.8 M) SOUTH OF A WATER MONITORING WELL
 DP4039'HEAD AND 0.6 FT (18 CM) EAST OF A CARSONITE WITNESS POST.
 DP4039
 DP4039                          STATION RECOVERY (2022)
 DP4039
 DP4039'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4051 ***********************************************************************
 DP4051  DESIGNATION -  723377 A
 DP4051  PID         -  DP4051
 DP4051  STATE/COUNTY-  FL/HIGHLANDS
 DP4051  COUNTRY     -  US
 DP4051  USGS QUAD   -  CHILDS (2018)
 DP4051
 DP4051                         *CURRENT SURVEY CONTROL
 DP4051  ______________________________________________________________________
 DP4051* NAD 83(1986) POSITION- 27 12 58.3    (N) 081 20 40.5    (W)   HD_HELD2
 DP4051* NAVD 88 ORTHO HEIGHT -    34.312 (meters)      112.57  (feet) ADJUSTED
 DP4051  ______________________________________________________________________
 DP4051  GEOID HEIGHT    -        -25.058 (meters)                     GEOID18
 DP4051  DYNAMIC HEIGHT  -         34.260 (meters)      112.40  (feet) COMP
 DP4051  MODELED GRAVITY -    979,136.6   (mgal)                       NAVD 88
 DP4051
 DP4051  VERT ORDER      -  FIRST     CLASS II
 DP4051
 DP4051.The horizontal coordinates were established by autonomous hand held GPS
 DP4051.observations and have an estimated accuracy of +/- 10 meters.
 DP4051
 DP4051.The orthometric height was determined by differential leveling and
 DP4051.adjusted by the NATIONAL GEODETIC SURVEY
 DP4051.in December 2014.
 DP4051
 DP4051.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4051.GEOID18 height accuracy estimate available here.
 DP4051
 DP4051.Click photographs - Photos may exist for this station.
 DP4051
 DP4051.The dynamic height is computed by dividing the NAVD 88
 DP4051.geopotential number by the normal gravity value computed on the
 DP4051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4051.degrees latitude (g = 980.6199 gals.).
 DP4051
 DP4051.The modeled gravity was interpolated from observed gravity values.
 DP4051
 DP4051;                    North         East    Units  Estimated Accuracy
 DP4051;SPC FL E     -   319,405.      165,866.      MT  (+/- 10 meters HH2 GPS)
 DP4051
 DP4051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6587710428(NAD 83)
 DP4051
 DP4051                          SUPERSEDED SURVEY CONTROL
 DP4051
 DP4051.No superseded survey control is available for this station.
 DP4051
 DP4051_MARKER: DD = SURVEY DISK
 DP4051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4051_STAMPING: 723377 A 2009
 DP4051_MARK LOGO: SWFWMD
 DP4051_PROJECTION: FLUSH
 DP4051_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4051+STABILITY: SURFACE MOTION
 DP4051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4051+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2022
 DP4051
 DP4051  HISTORY     - Date     Condition        Report By
 DP4051  HISTORY     - 2009     MONUMENTED       SFLWMD
 DP4051  HISTORY     - 20130829 GOOD             FLDEP
 DP4051  HISTORY     - 20220824 GOOD             GEOCAC
 DP4051
 DP4051                          STATION DESCRIPTION
 DP4051
 DP4051'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4051'THE MARK IS ABOUT 10.3 MI (16.6 KM) NORTH OF VENUS, 5.4 MI (8.7 KM)
 DP4051'SOUTH-SOUTHEAST OF LAKE PLACID, IN THE TOWN OF CHILDS, IN SECTION 32,
 DP4051'TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4051'
 DP4051'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4051'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 1.1 MI (1.8 KM)
 DP4051'TO THE JUNCTION OF OLD STATE ROAD 8 ON THE RIGHT.  TURN RIGHT ON OLD
 DP4051'STATE ROAD 8 AND GO NORTH-NORTHEAST FOR 0.4 MI (0.6 KM) TO THE MARK ON
 DP4051'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DP4051'GROUND AND LEVEL WITH OLD STATE ROAD 8.  THE MARK CAN ALSO BE REACHED
 DP4051'FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND OLD STATE ROAD 8 IN LAKE
 DP4051'PLACID, GO SOUTH ON OLD STATE ROAD 8 FOR 3.9 MI (6.3 KM) TO THE MARK
 DP4051'ON THE RIGHT.
 DP4051'
 DP4051'LOCATED 49.8 FT (15.2 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE
 DP4051'OF OLD STATE ROAD 8, 43.5 FT (13.3 M) NORTH-NORTHEAST OF SURVEY MARK
 DP4051'723377 B, 31.5 FT (9.6 M) NORTH-NORTHWEST OF A WATER MONITORING WELL
 DP4051'HEAD AND 1.2 FT (0.4 M) EAST OF A CARSONITE WITNESS POST.
 DP4051
 DP4051                          STATION RECOVERY (2022)
 DP4051
 DP4051'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4051'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4050 ***********************************************************************
 DP4050  DESIGNATION -  723377 B
 DP4050  PID         -  DP4050
 DP4050  STATE/COUNTY-  FL/HIGHLANDS
 DP4050  COUNTRY     -  US
 DP4050  USGS QUAD   -  CHILDS (2018)
 DP4050
 DP4050                         *CURRENT SURVEY CONTROL
 DP4050  ______________________________________________________________________
 DP4050* NAD 83(1986) POSITION- 27 12 57.9    (N) 081 20 40.7    (W)   HD_HELD2
 DP4050* NAVD 88 ORTHO HEIGHT -    34.072 (meters)      111.78  (feet) ADJUSTED
 DP4050  ______________________________________________________________________
 DP4050  GEOID HEIGHT    -        -25.058 (meters)                     GEOID18
 DP4050  DYNAMIC HEIGHT  -         34.020 (meters)      111.61  (feet) COMP
 DP4050  MODELED GRAVITY -    979,136.6   (mgal)                       NAVD 88
 DP4050
 DP4050  VERT ORDER      -  FIRST     CLASS II
 DP4050
 DP4050.The horizontal coordinates were established by autonomous hand held GPS
 DP4050.observations and have an estimated accuracy of +/- 10 meters.
 DP4050
 DP4050.The orthometric height was determined by differential leveling and
 DP4050.adjusted by the NATIONAL GEODETIC SURVEY
 DP4050.in December 2014.
 DP4050
 DP4050.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4050.GEOID18 height accuracy estimate available here.
 DP4050
 DP4050.Click photographs - Photos may exist for this station.
 DP4050
 DP4050.The dynamic height is computed by dividing the NAVD 88
 DP4050.geopotential number by the normal gravity value computed on the
 DP4050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4050.degrees latitude (g = 980.6199 gals.).
 DP4050
 DP4050.The modeled gravity was interpolated from observed gravity values.
 DP4050
 DP4050;                    North         East    Units  Estimated Accuracy
 DP4050;SPC FL E     -   319,393.      165,860.      MT  (+/- 10 meters HH2 GPS)
 DP4050
 DP4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6587210415(NAD 83)
 DP4050
 DP4050                          SUPERSEDED SURVEY CONTROL
 DP4050
 DP4050.No superseded survey control is available for this station.
 DP4050
 DP4050_MARKER: DD = SURVEY DISK
 DP4050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4050_STAMPING: 723377 B 2009
 DP4050_MARK LOGO: SWFWMD
 DP4050_PROJECTION: FLUSH
 DP4050_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4050+STABILITY: SURFACE MOTION
 DP4050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4050+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2013
 DP4050
 DP4050  HISTORY     - Date     Condition        Report By
 DP4050  HISTORY     - 2009     MONUMENTED       SFLWMD
 DP4050  HISTORY     - 20130829 GOOD             FLDEP
 DP4050  HISTORY     - 20220824 MARK NOT FOUND   GEOCAC
 DP4050
 DP4050                          STATION DESCRIPTION
 DP4050
 DP4050'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4050'THE MARK IS ABOUT 10.3 MI (16.6 KM) NORTH OF VENUS, 5.4 MI (8.7 KM)
 DP4050'SOUTH-SOUTHEAST OF LAKE PLACID, IN THE TOWN OF CHILDS, IN SECTION 32,
 DP4050'TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4050'
 DP4050'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4050'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 1.1 MI (1.8 KM)
 DP4050'TO THE JUNCTION OF OLD STATE ROAD 8 ON THE RIGHT.  TURN RIGHT ON OLD
 DP4050'STATE ROAD 8 AND GO NORTH-NORTHEAST FOR 0.4 MI (0.6 KM) TO THE MARK ON
 DP4050'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DP4050'GROUND AND LEVEL WITH OLD STATE ROAD 8.  THE MARK CAN ALSO BE REACHED
 DP4050'FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND OLD STATE ROAD 8 IN LAKE
 DP4050'PLACID, GO SOUTH ON OLD STATE ROAD 8 FOR 3.9 MI (6.3 KM) TO THE MARK
 DP4050'ON THE RIGHT.
 DP4050'
 DP4050'LOCATED 47.5 FT (14.5 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE
 DP4050'OF OLD STATE ROAD 8, 43.5 FT (13.3 M) SOUTH-SOUTHWEST OF SURVEY MARK
 DP4050'723377 A, 31.8 FT (9.7 M) WEST-SOUTHWEST OF A WATER MONITORING WELL
 DP4050'HEAD AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DP4050
 DP4050                          STATION RECOVERY (2022)
 DP4050
 DP4050'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4050'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2741 ***********************************************************************
 DP2741  DESIGNATION -  723378 A
 DP2741  PID         -  DP2741
 DP2741  STATE/COUNTY-  FL/HARDEE
 DP2741  COUNTRY     -  US
 DP2741  USGS QUAD   -  FORT GREEN (2018)
 DP2741
 DP2741                         *CURRENT SURVEY CONTROL
 DP2741  ______________________________________________________________________
 DP2741* NAD 83(1986) POSITION- 27 36 49.7    (N) 081 57 55.3    (W)   HD_HELD2
 DP2741* NAVD 88 ORTHO HEIGHT -    36.355 (meters)      119.27  (feet) ADJUSTED
 DP2741  ______________________________________________________________________
 DP2741  GEOID HEIGHT    -        -25.074 (meters)                     GEOID18
 DP2741  DYNAMIC HEIGHT  -         36.301 (meters)      119.10  (feet) COMP
 DP2741  MODELED GRAVITY -    979,149.3   (mgal)                       NAVD 88
 DP2741
 DP2741  VERT ORDER      -  FIRST     CLASS II
 DP2741
 DP2741.The horizontal coordinates were established by autonomous hand held GPS
 DP2741.observations and have an estimated accuracy of +/- 10 meters.
 DP2741
 DP2741.The orthometric height was determined by differential leveling and
 DP2741.adjusted by the NATIONAL GEODETIC SURVEY
 DP2741.in January 2015.
 DP2741
 DP2741.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2741.GEOID18 height accuracy estimate available here.
 DP2741
 DP2741.Click photographs - Photos may exist for this station.
 DP2741
 DP2741.The dynamic height is computed by dividing the NAVD 88
 DP2741.geopotential number by the normal gravity value computed on the
 DP2741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2741.degrees latitude (g = 980.6199 gals.).
 DP2741
 DP2741.The modeled gravity was interpolated from observed gravity values.
 DP2741
 DP2741;                    North         East    Units  Estimated Accuracy
 DP2741;SPC FL W     -   363,415.      203,419.      MT  (+/- 10 meters HH2 GPS)
 DP2741
 DP2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0474454794(NAD 83)
 DP2741
 DP2741                          SUPERSEDED SURVEY CONTROL
 DP2741
 DP2741.No superseded survey control is available for this station.
 DP2741
 DP2741_MARKER: DD = SURVEY DISK
 DP2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2741_STAMPING: 723378 A 2009
 DP2741_MARK LOGO: SWFWMD
 DP2741_PROJECTION: RECESSED 3 CENTIMETERS
 DP2741_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2741+STABILITY: SURFACE MOTION
 DP2741_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2741+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2013
 DP2741
 DP2741  HISTORY     - Date     Condition        Report By
 DP2741  HISTORY     - 20090312 MONUMENTED       SWFWMD
 DP2741  HISTORY     - 20130730 GOOD             FLDEP
 DP2741
 DP2741                          STATION DESCRIPTION
 DP2741
 DP2741'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2741'THE MARK IS ABOUT 8.8 MI (14.2 KM) WEST OF BOWLING GREEN, 5.1 MI (8.2
 DP2741'KM) SOUTH OF BAIRD, 1.3 MI (2.1 KM) WEST OF FORT GREEN, IN SECTION 13,
 DP2741'TOWNSHIP 33 SOUTH, RANGE 23 EAST.
 DP2741'
 DP2741'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 62 AND COUNTY ROAD
 DP2741'663 NORTH IN FORT GREEN SPRINGS, GO WEST ON STATE ROAD 62 FOR 1.5 MI
 DP2741'(2.4 KM) TO THE JUNCTION OF JOHN GILL ROAD ON THE RIGHT.  TURN RIGHT
 DP2741'ON JOHN GILL ROAD AND GO NORTH FOR 1.25 MI (2.0 KM) TO A 90 DEGREE
 DP2741'TURN TO THE RIGHT (EAST), WHERE THE ROAD TURNS INTO OLLIE ROBERTS
 DP2741'ROAD, NOW GO EAST ON OLLIE ROBERTS ROAD FOR 0.2 MI (0.3 KM) TO THE
 DP2741'JUNCTION OF JOHN GILL ROAD ON THE LEFT.  TURN LEFT ON JOHN GILL ROAD
 DP2741'AND GO NORTH FOR ABOUT 330.0 FT (100.6 M) TO THE MARK ON THE RIGHT,
 DP2741'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.1 FT (3 CM)
 DP2741'BELOW THE LEVEL OF THE GROUND.
 DP2741'
 DP2741'LOCATED 38.4 FT (11.7 M) SOUTHWEST OF POWER POLE NUMBER V604, 21.2 FT
 DP2741'(6.5 M) WEST-SOUTHWEST OF SURVEY MARK 723378 B, 14.5 FT (4.4 M)
 DP2741'WEST-SOUTHWEST OF THE WATER MONITORING WELL, 2.3 FT (0.7 M) NORTH OF
 DP2741'THE HOG WIRE FENCE AND 1.7 FT (0.5 M) NORTH OF A CARSONITE WITNESS
 DP2741'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2742 ***********************************************************************
 DP2742  DESIGNATION -  723378 B
 DP2742  PID         -  DP2742
 DP2742  STATE/COUNTY-  FL/HARDEE
 DP2742  COUNTRY     -  US
 DP2742  USGS QUAD   -  FORT GREEN (2018)
 DP2742
 DP2742                         *CURRENT SURVEY CONTROL
 DP2742  ______________________________________________________________________
 DP2742* NAD 83(1986) POSITION- 27 36 49.8    (N) 081 57 55.1    (W)   HD_HELD2
 DP2742* NAVD 88 ORTHO HEIGHT -    36.271 (meters)      119.00  (feet) ADJUSTED
 DP2742  ______________________________________________________________________
 DP2742  GEOID HEIGHT    -        -25.074 (meters)                     GEOID18
 DP2742  DYNAMIC HEIGHT  -         36.217 (meters)      118.82  (feet) COMP
 DP2742  MODELED GRAVITY -    979,149.3   (mgal)                       NAVD 88
 DP2742
 DP2742  VERT ORDER      -  FIRST     CLASS II
 DP2742
 DP2742.The horizontal coordinates were established by autonomous hand held GPS
 DP2742.observations and have an estimated accuracy of +/- 10 meters.
 DP2742
 DP2742.The orthometric height was determined by differential leveling and
 DP2742.adjusted by the NATIONAL GEODETIC SURVEY
 DP2742.in January 2015.
 DP2742
 DP2742.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2742.GEOID18 height accuracy estimate available here.
 DP2742
 DP2742.Click photographs - Photos may exist for this station.
 DP2742
 DP2742.The dynamic height is computed by dividing the NAVD 88
 DP2742.geopotential number by the normal gravity value computed on the
 DP2742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2742.degrees latitude (g = 980.6199 gals.).
 DP2742
 DP2742.The modeled gravity was interpolated from observed gravity values.
 DP2742
 DP2742;                    North         East    Units  Estimated Accuracy
 DP2742;SPC FL W     -   363,418.      203,424.      MT  (+/- 10 meters HH2 GPS)
 DP2742
 DP2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0474954797(NAD 83)
 DP2742
 DP2742                          SUPERSEDED SURVEY CONTROL
 DP2742
 DP2742.No superseded survey control is available for this station.
 DP2742
 DP2742_MARKER: DD = SURVEY DISK
 DP2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2742_STAMPING: 723378 B 2009
 DP2742_MARK LOGO: SWFWMD
 DP2742_PROJECTION: RECESSED 3 CENTIMETERS
 DP2742_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2742+STABILITY: SURFACE MOTION
 DP2742_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2742+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2013
 DP2742
 DP2742  HISTORY     - Date     Condition        Report By
 DP2742  HISTORY     - 20090312 MONUMENTED       SWFWMD
 DP2742  HISTORY     - 20130730 GOOD             FLDEP
 DP2742
 DP2742                          STATION DESCRIPTION
 DP2742
 DP2742'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2742'THE MARK IS ABOUT 8.8 MI (14.2 KM) WEST OF BOWLING GREEN, 5.1 MI (8.2
 DP2742'KM) SOUTH OF BAIRD, 1.3 MI (2.1 KM) WEST OF FORT GREEN, IN SECTION 13,
 DP2742'TOWNSHIP 33 SOUTH, RANGE 23 EAST.
 DP2742'
 DP2742'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 62 AND COUNTY ROAD
 DP2742'663 NORTH IN FORT GREEN SPRINGS, GO WEST ON STATE ROAD 62 FOR 1.5 MI
 DP2742'(2.4 KM) TO THE JUNCTION OF JOHN GILL ROAD ON THE RIGHT.  TURN RIGHT
 DP2742'ON JOHN GILL ROAD AND GO NORTH FOR 1.25 MI (2.0 KM) TO A 90 DEGREE
 DP2742'TURN TO THE RIGHT (EAST), WHERE THE ROAD TURNS INTO OLLIE ROBERTS
 DP2742'ROAD, NOW GO EAST ON OLLIE ROBERTS ROAD FOR 0.2 MI (0.3 KM) TO THE
 DP2742'JUNCTION OF JOHN GILL ROAD ON THE LEFT.  TURN LEFT ON JOHN GILL ROAD
 DP2742'AND GO NORTH FOR ABOUT 330.0 FT (100.6 M) TO THE MARK ON THE RIGHT,
 DP2742'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.1 FT (3 CM)
 DP2742'BELOW THE LEVEL OF THE GROUND.
 DP2742'
 DP2742'LOCATED 29.6 FT (9.0 M) SOUTH-SOUTHEAST OF POWER POLE NUMBER V604,
 DP2742'22.5 FT (6.9 M) NORTHEAST OF THE HOG WIRE FENCE CORNER, 21.2 FT (6.5
 DP2742'M) EAST-NORTHEAST OF SURVEY MARK 723378 A AND 6.4 FT (2.0 M) NORTH OF
 DP2742'A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2725 ***********************************************************************
 DP2725  DESIGNATION -  723380 A
 DP2725  PID         -  DP2725
 DP2725  STATE/COUNTY-  FL/HARDEE
 DP2725  COUNTRY     -  US
 DP2725  USGS QUAD   -  BOWLING GREEN (2018)
 DP2725
 DP2725                         *CURRENT SURVEY CONTROL
 DP2725  ______________________________________________________________________
 DP2725* NAD 83(1986) POSITION- 27 38 19.4    (N) 081 49 40.2    (W)   HD_HELD2
 DP2725* NAVD 88 ORTHO HEIGHT -    34.240 (meters)      112.34  (feet) ADJUSTED
 DP2725  ______________________________________________________________________
 DP2725  GEOID HEIGHT    -        -25.340 (meters)                     GEOID18
 DP2725  DYNAMIC HEIGHT  -         34.188 (meters)      112.17  (feet) COMP
 DP2725  MODELED GRAVITY -    979,150.6   (mgal)                       NAVD 88
 DP2725
 DP2725  VERT ORDER      -  FIRST     CLASS II
 DP2725
 DP2725.The horizontal coordinates were established by autonomous hand held GPS
 DP2725.observations and have an estimated accuracy of +/- 10 meters.
 DP2725
 DP2725.The orthometric height was determined by differential leveling and
 DP2725.adjusted by the NATIONAL GEODETIC SURVEY
 DP2725.in January 2015.
 DP2725
 DP2725.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2725.GEOID18 height accuracy estimate available here.
 DP2725
 DP2725.Click photographs - Photos may exist for this station.
 DP2725
 DP2725.The dynamic height is computed by dividing the NAVD 88
 DP2725.geopotential number by the normal gravity value computed on the
 DP2725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2725.degrees latitude (g = 980.6199 gals.).
 DP2725
 DP2725.The modeled gravity was interpolated from observed gravity values.
 DP2725
 DP2725;                    North         East    Units  Estimated Accuracy
 DP2725;SPC FL W     -   366,188.      216,990.      MT  (+/- 10 meters HH2 GPS)
 DP2725
 DP2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1833357456(NAD 83)
 DP2725
 DP2725                          SUPERSEDED SURVEY CONTROL
 DP2725
 DP2725.No superseded survey control is available for this station.
 DP2725
 DP2725_MARKER: DD = SURVEY DISK
 DP2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2725_STAMPING: 723380 A 2009
 DP2725_MARK LOGO: SWFWMD
 DP2725_PROJECTION: FLUSH
 DP2725_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2725+STABILITY: SURFACE MOTION
 DP2725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2725+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2013
 DP2725
 DP2725  HISTORY     - Date     Condition        Report By
 DP2725  HISTORY     - 2009     MONUMENTED       SWFWMD
 DP2725  HISTORY     - 20130717 GOOD             FLDEP
 DP2725
 DP2725                          STATION DESCRIPTION
 DP2725
 DP2725'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP2725'THE MARK IS ABOUT 7.3 MI (11.7 KM) EAST-NORTHEAST OF FORT GREEN, 6.4
 DP2725'MI (10.3 KM) NORTH OF WAUCHULA, IN THE TOWN OF BOWLING GREEN, IN
 DP2725'SECTION 5 TOWNSHIP 33 SOUTH, RANGE 25 EAST.
 DP2725'
 DP2725'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP2725'LINE ROAD IN BOWLING GREEN, GO SOUTH ON U.S. HIGHWAY 17 FOR 0.5 MI
 DP2725'(0.8 KM) TO THE INTERSECTION OF MAIN STREET (COUNTY ROAD 664).  TURN
 DP2725'RIGHT ON MAIN STREET (COUNTY ROAD 664) AND GO WEST FOR 0.2 MI (0.3 KM)
 DP2725'TO FIRST AVENUE ON THE LEFT AND PYATT PARK ON THE RIGHT, A WELL SITE
 DP2725'ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DP2725'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH MAIN STREET
 DP2725'(COUNTY ROAD 664).
 DP2725'
 DP2725'LOCATED 68.7 FT (20.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF MAIN
 DP2725'STREET (COUNTY ROAD 664), 54.0 FT (16.5 M) EAST OF THE APPROXIMATE
 DP2725'EXTENDED CENTERLINE OF FIRST AVENUE AND MAIN STREET, 35.8 FT (10.9 M)
 DP2725'EAST OF THE EAST EDGE OF THE SIGN TO PYATT PARK, 11.5 FT (3.5 M)
 DP2725'NORTH-NORTHWEST OF SURVEY MARK 723380 B, 5.6 FT (1.7 M)
 DP2725'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE METAL BOX ON A WELL
 DP2725'MONITOR, 2.8 FT (0.9 M) EAST OF THE CHAIN LINK FENCE AND 2.3 FT (0.7
 DP2725'M) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2726 ***********************************************************************
 DP2726  DESIGNATION -  723380 B
 DP2726  PID         -  DP2726
 DP2726  STATE/COUNTY-  FL/HARDEE
 DP2726  COUNTRY     -  US
 DP2726  USGS QUAD   -  BOWLING GREEN (2018)
 DP2726
 DP2726                         *CURRENT SURVEY CONTROL
 DP2726  ______________________________________________________________________
 DP2726* NAD 83(1986) POSITION- 27 38 19.3    (N) 081 49 40.1    (W)   HD_HELD2
 DP2726* NAVD 88 ORTHO HEIGHT -    34.210 (meters)      112.24  (feet) ADJUSTED
 DP2726  ______________________________________________________________________
 DP2726  GEOID HEIGHT    -        -25.340 (meters)                     GEOID18
 DP2726  DYNAMIC HEIGHT  -         34.159 (meters)      112.07  (feet) COMP
 DP2726  MODELED GRAVITY -    979,150.6   (mgal)                       NAVD 88
 DP2726
 DP2726  VERT ORDER      -  FIRST     CLASS II
 DP2726
 DP2726.The horizontal coordinates were established by autonomous hand held GPS
 DP2726.observations and have an estimated accuracy of +/- 10 meters.
 DP2726
 DP2726.The orthometric height was determined by differential leveling and
 DP2726.adjusted by the NATIONAL GEODETIC SURVEY
 DP2726.in January 2015.
 DP2726
 DP2726.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2726.GEOID18 height accuracy estimate available here.
 DP2726
 DP2726.Click photographs - Photos may exist for this station.
 DP2726
 DP2726.The dynamic height is computed by dividing the NAVD 88
 DP2726.geopotential number by the normal gravity value computed on the
 DP2726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2726.degrees latitude (g = 980.6199 gals.).
 DP2726
 DP2726.The modeled gravity was interpolated from observed gravity values.
 DP2726
 DP2726;                    North         East    Units  Estimated Accuracy
 DP2726;SPC FL W     -   366,185.      216,993.      MT  (+/- 10 meters HH2 GPS)
 DP2726
 DP2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1833657453(NAD 83)
 DP2726
 DP2726                          SUPERSEDED SURVEY CONTROL
 DP2726
 DP2726.No superseded survey control is available for this station.
 DP2726
 DP2726_MARKER: DD = SURVEY DISK
 DP2726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2726_STAMPING: 723380 B 2009
 DP2726_MARK LOGO: SWFWMD
 DP2726_PROJECTION: FLUSH
 DP2726_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2726+STABILITY: SURFACE MOTION
 DP2726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2726+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2013
 DP2726
 DP2726  HISTORY     - Date     Condition        Report By
 DP2726  HISTORY     - 2009     MONUMENTED       SWFWMD
 DP2726  HISTORY     - 20130717 GOOD             FLDEP
 DP2726
 DP2726                          STATION DESCRIPTION
 DP2726
 DP2726'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP2726'THE MARK IS ABOUT 7.3 MI (11.7 KM) EAST-NORTHEAST OF FORT GREEN, 6.4
 DP2726'MI (10.3 KM) NORTH OF WAUCHULA, IN THE TOWN OF BOWLING GREEN, IN
 DP2726'SECTION 5 TOWNSHIP 33 SOUTH, RANGE 25 EAST.
 DP2726'
 DP2726'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP2726'LINE ROAD IN BOWLING GREEN, GO SOUTH ON U.S. HIGHWAY 17 FOR 0.5 MI
 DP2726'(0.8 KM) TO THE INTERSECTION OF MAIN STREET (COUNTY ROAD 664).  TURN
 DP2726'RIGHT ON MAIN STREET (COUNTY ROAD 664) AND GO WEST FOR 0.2 MI (0.3 KM)
 DP2726'TO FIRST AVENUE ON THE LEFT AND PYATT PARK ON THE RIGHT, A WELL SITE
 DP2726'ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DP2726'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH MAIN STREET
 DP2726'(COUNTY ROAD 664).
 DP2726'
 DP2726'LOCATED 63.0 FT (19.2 M) EAST OF THE APPROXIMATE EXTENDED CENTERLINE
 DP2726'OF FIRST AVENUE AND MAIN STREET, 58.5 FT (17.8 M) NORTH OF THE
 DP2726'APPROXIMATE CENTERLINE OF MAIN STREET (COUNTY ROAD 664), 38.4 FT (11.7
 DP2726'M) EAST-SOUTHEAST OF THE EAST EDGE OF THE SIGN TO PYATT PARK, 11.5 FT
 DP2726'(3.5 M) SOUTH-SOUTHEAST OF SURVEY MARK 723380 A, 7.7 FT (2.3 M)
 DP2726'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE METAL BOX ON A WELL
 DP2726'MONITOR, 2.4 FT (0.7 M) EAST OF THE CHAIN LINK FENCE AND 1.7 FT (0.5
 DP2726'M) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4238 ***********************************************************************
 DP4238  DESIGNATION -  724413 B
 DP4238  PID         -  DP4238
 DP4238  STATE/COUNTY-  FL/HIGHLANDS
 DP4238  COUNTRY     -  US
 DP4238  USGS QUAD   -  CREWSVILLE (2018)
 DP4238
 DP4238                         *CURRENT SURVEY CONTROL
 DP4238  ______________________________________________________________________
 DP4238* NAD 83(1986) POSITION- 27 26 03.5    (N) 081 33 31.9    (W)   HD_HELD2
 DP4238* NAVD 88 ORTHO HEIGHT -    26.687 (meters)       87.56  (feet) ADJUSTED
 DP4238  ______________________________________________________________________
 DP4238  GEOID HEIGHT    -        -25.447 (meters)                     GEOID18
 DP4238  DYNAMIC HEIGHT  -         26.646 (meters)       87.42  (feet) COMP
 DP4238  MODELED GRAVITY -    979,129.8   (mgal)                       NAVD 88
 DP4238
 DP4238  VERT ORDER      -  SECOND    CLASS I
 DP4238
 DP4238.The horizontal coordinates were established by autonomous hand held GPS
 DP4238.observations and have an estimated accuracy of +/- 10 meters.
 DP4238
 DP4238.The orthometric height was determined by differential leveling and
 DP4238.adjusted by the NATIONAL GEODETIC SURVEY
 DP4238.in August 2014.
 DP4238
 DP4238.No vertical observational check was made to the station.
 DP4238
 DP4238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4238.GEOID18 height accuracy estimate available here.
 DP4238
 DP4238.Click photographs - Photos may exist for this station.
 DP4238
 DP4238.The dynamic height is computed by dividing the NAVD 88
 DP4238.geopotential number by the normal gravity value computed on the
 DP4238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4238.degrees latitude (g = 980.6199 gals.).
 DP4238
 DP4238.The modeled gravity was interpolated from observed gravity values.
 DP4238
 DP4238;                    North         East    Units  Estimated Accuracy
 DP4238;SPC FL E     -   343,649.      144,748.      MT  (+/- 10 meters HH2 GPS)
 DP4238
 DP4238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4476634664(NAD 83)
 DP4238
 DP4238                          SUPERSEDED SURVEY CONTROL
 DP4238
 DP4238.No superseded survey control is available for this station.
 DP4238
 DP4238_MARKER: DD = SURVEY DISK
 DP4238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4238_STAMPING: 724413 B 2009
 DP4238_MARK LOGO: SWFWMD
 DP4238_PROJECTION: PROJECTING 3 CENTIMETERS
 DP4238_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4238+STABILITY: SURFACE MOTION
 DP4238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4238+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2013
 DP4238
 DP4238  HISTORY     - Date     Condition        Report By
 DP4238  HISTORY     - 2009     MONUMENTED       SWFWMD
 DP4238  HISTORY     - 20131024 GOOD             FLDEP
 DP4238  HISTORY     - 20220614 MARK NOT FOUND   GEOCAC
 DP4238
 DP4238                          STATION DESCRIPTION
 DP4238
 DP4238'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4238'THE MARK IS ABOUT 8.8 MI (14.2 KM) WEST-SOUTHWEST OF SEBRING, 8.5 MI
 DP4238'(13.6 KM) EAST-NORTHEAST OF SWEETWATER, 1.4 MI (2.2 KM) NORTHEAST OF
 DP4238'CREWSVILLE, IN SECTION 18, TOWNSHIP 35 SOUTH, RANGE 28 EAST.  THE KEY
 DP4238'MUST BE OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT, CONTACT
 DP4238'PERSON IS (JIM OWENS PHONE NUMBER IS 352-796-7211).
 DP4238'
 DP4238'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP4238'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO WEST ON STATE
 DP4238'ROAD 66 FOR 6.25 MI (10.1 KM) TO THE JUNCTION OF COUNTY ROAD 635 ON
 DP4238'THE RIGHT, CONTINUE WEST ON STATE ROAD 66 FOR 4.0 MI (6.4 KM) TO THE
 DP4238'JUNCTION OF SOUTH HAMMOCK ROAD ON THE RIGHT, TURN RIGHT ON SOUTH
 DP4238'HAMMOCK ROAD AND GO NORTH FOR 0.75 MI (1.2 KM) TO THE INTERSECTION OF
 DP4238'SKIPPER ROAD, TURN RIGHT ON SKIPPER ROAD AND GO EAST FOR 0.75 MI (1.2
 DP4238'KM) TO A 90 DEGREE TURN TO THE SOUTH, WHERE THE ROAD TURNS INTO VAUGHN
 DP4238'ROAD, NOW GO SOUTH ON VAUGHN ROAD FOR 0.25 MI (0.4 KM) TO A GATE,
 DP4238'PASSING THROUGH THE GATE, GO EAST ON VAUGHN ROAD FOR 0.35 MI (0.6 KM)
 DP4238'TO THE JUNCTION OF A DIRT ROAD ON THE LEFT, TURN LEFT ON THE DIRT ROAD
 DP4238'AND GO NORTH FOR 0.25 MI (0.4 KM) TO THE END OF THE ROAD AND THE MARK,
 DP4238'SET IN THE TOP OF A ROUND CONCRETE MONUMENT, PROJECTING 0.1 FT (3 CM)
 DP4238'ABOVE THE LEVEL OF THE GROUND.
 DP4238'
 DP4238'LOCATED 99.5 FT (30.3 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE
 DP4238'OF THE DIRT ROAD, 97.0 FT (29.6 M) SOUTHWEST OF SURVEY MARK 774268,
 DP4238'95.9 FT (29.2 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE CHAINLINK
 DP4238'FENCE, 77.0 FT (23.5 M) WEST OF THE SOUTH WATER MONITORING WELL, 66.7
 DP4238'FT (20.3 M) WEST OF THE SOUTHWEST CONNER OF THE CHAINLINK FENCE AND
 DP4238'0.5 FT (15 CM) EAST OF A CARSONITE WITNESS POST.
 DP4238
 DP4238                          STATION RECOVERY (2022)
 DP4238
 DP4238'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4238'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6697 ***********************************************************************
 DP6697  DESIGNATION -  725752 A
 DP6697  PID         -  DP6697
 DP6697  STATE/COUNTY-  FL/MANATEE
 DP6697  COUNTRY     -  US
 DP6697  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6697
 DP6697                         *CURRENT SURVEY CONTROL
 DP6697  ______________________________________________________________________
 DP6697* NAD 83(1986) POSITION- 27 27 10.5    (N) 082 12 53.1    (W)   HD_HELD2
 DP6697* NAVD 88 ORTHO HEIGHT -    25.783 (meters)       84.59  (feet) ADJUSTED
 DP6697  ______________________________________________________________________
 DP6697  GEOID HEIGHT    -        -24.715 (meters)                     GEOID18
 DP6697  DYNAMIC HEIGHT  -         25.744 (meters)       84.46  (feet) COMP
 DP6697  MODELED GRAVITY -    979,131.9   (mgal)                       NAVD 88
 DP6697
 DP6697  VERT ORDER      -  SECOND    CLASS I
 DP6697
 DP6697.The horizontal coordinates were established by autonomous hand held GPS
 DP6697.observations and have an estimated accuracy of +/- 10 meters.
 DP6697
 DP6697.The orthometric height was determined by differential leveling and
 DP6697.adjusted by the NATIONAL GEODETIC SURVEY
 DP6697.in June 2015.
 DP6697
 DP6697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6697.GEOID18 height accuracy estimate available here.
 DP6697
 DP6697.Click photographs - Photos may exist for this station.
 DP6697
 DP6697.The dynamic height is computed by dividing the NAVD 88
 DP6697.geopotential number by the normal gravity value computed on the
 DP6697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6697.degrees latitude (g = 980.6199 gals.).
 DP6697
 DP6697.The modeled gravity was interpolated from observed gravity values.
 DP6697
 DP6697;                    North         East    Units  Estimated Accuracy
 DP6697;SPC FL W     -   345,606.      178,772.      MT  (+/- 10 meters HH2 GPS)
 DP6697
 DP6697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7995937188(NAD 83)
 DP6697
 DP6697                          SUPERSEDED SURVEY CONTROL
 DP6697
 DP6697.No superseded survey control is available for this station.
 DP6697
 DP6697_MARKER: DD = SURVEY DISK
 DP6697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP6697_STAMPING: 725752 A 2009
 DP6697_MARK LOGO: SWFWMD
 DP6697_PROJECTION: RECESSED 8 CENTIMETERS
 DP6697_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6697+STABILITY: SURFACE MOTION
 DP6697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6697+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2020
 DP6697_ROD/PIPE-DEPTH: 3.05 meters
 DP6697
 DP6697  HISTORY     - Date     Condition        Report By
 DP6697  HISTORY     - 20091018 MONUMENTED       SWFWMD
 DP6697  HISTORY     - 20140325 GOOD             FLDEP
 DP6697  HISTORY     - 20200615 GOOD             FL-081
 DP6697
 DP6697                          STATION DESCRIPTION
 DP6697
 DP6697'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6697'THE MARK IS ABOUT 8.6 MI (13.8 KM) WEST OF MYAKKA HEAD, 7.8 MI (12.6
 DP6697'KM) NORTH-NORTHWEST OF MYAKKA CITY, 5.6 MI (9.0 KM) NORTHEAST OF
 DP6697'VERNA, IN SECTION 9, TOWNSHIP 35 SOUTH, RANGE 21 EAST.
 DP6697'
 DP6697'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND STATE ROAD 64
 DP6697'ON THE EAST SIDE OF BRADENTON, GO EAST ON STATE ROAD 64 (MANATEE
 DP6697'AVENUE EAST) FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF UPPER ROAD ON THE
 DP6697'LEFT.  CONTINUE EAST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR 2.65
 DP6697'MI (4.3 KM) TO THE JUNCTION OF LORRAINE ROAD ON THE RIGHT.  CONTINUE
 DP6697'EAST ON STATE ROAD 64 FOR 6.05 MI (9.7 KM) TO THE JUNCTION OF COUNTY
 DP6697'ROAD 675 NORTH ON THE LEFT.  CONTINUE EAST ON STATE ROAD 64 FOR 5.5 MI
 DP6697'(8.8 KM) TO A BRIDGE OVER THE MANATEE RIVER.  CONTINUE EAST ON STATE
 DP6697'ROAD 64 FOR 1.55 MI (2.5 KM) TO THE JUNCTION OF A DIRT ROAD LEADING
 DP6697'WEST THIS IS THE ENTRANCE ROAD TO THE EDWARD WEST.  CHANCE STATE
 DP6697'PRESERVE.  TURN RIGHT ON THE ENTRANCE ROAD AND GO WEST AND SOUTH
 DP6697'PASSING THROUGH A LOCKED GATE FOR 0.8 MI (1.3 KM) TO A Y-JUNCTION AND
 DP6697'THE DIRT ROAD, VEER TO THE RIGHT AND GO WEST AND SOUTH FOR 1.5 MI (2.4
 DP6697'KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN INTO THE GROUND
 DP6697'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP6697'CONCRETE MONUMENT, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DP6697'GROUND.
 DP6697'
 DP6697'LOCATED 45.7 FT (13.9 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DP6697'DIRT ROAD, 13.4 FT (4.1 M) NORTH OF SURVEY MARK 725752 B, 11.2 FT (3.4
 DP6697'M) NORTH OF THE SOUTHERN MOST WELL SHAFT AND 0.5 FT (15 CM) WEST OF A
 DP6697'CARSONITE WITNESS POST.
 DP6697
 DP6697                          STATION RECOVERY (2020)
 DP6697
 DP6697'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (BP)
 DP6697'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6696 ***********************************************************************
 DP6696  DESIGNATION -  725752 B
 DP6696  PID         -  DP6696
 DP6696  STATE/COUNTY-  FL/MANATEE
 DP6696  COUNTRY     -  US
 DP6696  USGS QUAD   -  MYAKKA CITY NW (2018)
 DP6696
 DP6696                         *CURRENT SURVEY CONTROL
 DP6696  ______________________________________________________________________
 DP6696* NAD 83(1986) POSITION- 27 27 10.4    (N) 082 12 53.1    (W)   HD_HELD2
 DP6696* NAVD 88 ORTHO HEIGHT -    25.770 (meters)       84.55  (feet) ADJUSTED
 DP6696  ______________________________________________________________________
 DP6696  GEOID HEIGHT    -        -24.715 (meters)                     GEOID18
 DP6696  DYNAMIC HEIGHT  -         25.731 (meters)       84.42  (feet) COMP
 DP6696  MODELED GRAVITY -    979,131.9   (mgal)                       NAVD 88
 DP6696
 DP6696  VERT ORDER      -  SECOND    CLASS I
 DP6696
 DP6696.The horizontal coordinates were established by autonomous hand held GPS
 DP6696.observations and have an estimated accuracy of +/- 10 meters.
 DP6696
 DP6696.The orthometric height was determined by differential leveling and
 DP6696.adjusted by the NATIONAL GEODETIC SURVEY
 DP6696.in June 2015.
 DP6696
 DP6696.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6696.GEOID18 height accuracy estimate available here.
 DP6696
 DP6696.Click photographs - Photos may exist for this station.
 DP6696
 DP6696.The dynamic height is computed by dividing the NAVD 88
 DP6696.geopotential number by the normal gravity value computed on the
 DP6696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6696.degrees latitude (g = 980.6199 gals.).
 DP6696
 DP6696.The modeled gravity was interpolated from observed gravity values.
 DP6696
 DP6696;                    North         East    Units  Estimated Accuracy
 DP6696;SPC FL W     -   345,603.      178,772.      MT  (+/- 10 meters HH2 GPS)
 DP6696
 DP6696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL7995937185(NAD 83)
 DP6696
 DP6696                          SUPERSEDED SURVEY CONTROL
 DP6696
 DP6696.No superseded survey control is available for this station.
 DP6696
 DP6696_MARKER: DD = SURVEY DISK
 DP6696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP6696_STAMPING: 725752 B 2009
 DP6696_MARK LOGO: SWFWMD
 DP6696_PROJECTION: FLUSH
 DP6696_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6696+STABILITY: SURFACE MOTION
 DP6696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6696+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2020
 DP6696_ROD/PIPE-DEPTH: 3.05 meters
 DP6696
 DP6696  HISTORY     - Date     Condition        Report By
 DP6696  HISTORY     - 20091008 MONUMENTED       SWFWMD
 DP6696  HISTORY     - 20140325 GOOD             FLDEP
 DP6696  HISTORY     - 20200615 GOOD             FL-081
 DP6696
 DP6696                          STATION DESCRIPTION
 DP6696
 DP6696'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6696'THE MARK IS ABOUT 8.6 MI (13.8 KM) WEST OF MYAKKA HEAD, 7.8 MI (12.6
 DP6696'KM) NORTH-NORTHWEST OF MYAKKA CITY, 5.6 MI (9.0 KM) NORTHEAST OF
 DP6696'VERNA, IN SECTION 9, TOWNSHIP 35 SOUTH, RANGE 21 EAST.
 DP6696'
 DP6696'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND STATE ROAD 64
 DP6696'ON THE EAST SIDE OF BRADENTON, GO EAST ON STATE ROAD 64 (MANATEE
 DP6696'AVENUE EAST) FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF UPPER ROAD ON THE
 DP6696'LEFT.  CONTINUE EAST ON STATE ROAD 64 (MANATEE AVENUE EAST) FOR 2.65
 DP6696'MI (4.3 KM) TO THE JUNCTION OF LORRAINE ROAD ON THE RIGHT.  CONTINUE
 DP6696'EAST ON STATE ROAD 64 FOR 6.05 MI (9.7 KM) TO THE JUNCTION OF COUNTY
 DP6696'ROAD 675 NORTH ON THE LEFT.  CONTINUE EAST ON STATE ROAD 64 FOR 5.5 MI
 DP6696'(8.8 KM) TO A BRIDGE OVER THE MANATEE RIVER.  CONTINUE EAST ON STATE
 DP6696'ROAD 64 FOR 1.55 MI (2.5 KM) TO THE JUNCTION OF A DIRT ROAD LEADING
 DP6696'WEST THIS IS THE ENTRANCE ROAD TO THE EDWARD WEST.  CHANCE STATE
 DP6696'PRESERVE.  TURN RIGHT ON THE ENTRANCE ROAD AND GO WEST AND SOUTH
 DP6696'PASSING THROUGH A LOCKED GATE FOR 0.8 MI (1.3 KM) TO A Y-JUNCTION AND
 DP6696'THE DIRT ROAD, VEER TO THE RIGHT AND GO WEST AND SOUTH FOR 1.5 MI (2.4
 DP6696'KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN INTO THE GROUND
 DP6696'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP6696'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DP6696'
 DP6696'LOCATED 45.7 FT (13.9 M) EAST FROM THE APPROXIMATE CENTERLINE OF THE
 DP6696'DIRT ROAD, 13.4 FT (4.1 M) SOUTH OF SURVEY MARK 725752 A, 2.0 FT (0.6
 DP6696'M) SOUTH OF THE SOUTHERN MOST WELL SHAFT AND 0.5 FT (15 CM) WEST OF A
 DP6696'CARSONITE WITNESS POST.
 DP6696
 DP6696                          STATION RECOVERY (2020)
 DP6696
 DP6696'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (BP)
 DP6696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9756 ***********************************************************************
 DO9756  DESIGNATION -  727497 A
 DO9756  PID         -  DO9756
 DO9756  STATE/COUNTY-  FL/POLK
 DO9756  COUNTRY     -  US
 DO9756  USGS QUAD   -  AUBURNDALE (2018)
 DO9756
 DO9756                         *CURRENT SURVEY CONTROL
 DO9756  ______________________________________________________________________
 DO9756* NAD 83(1986) POSITION- 27 59 59.9    (N) 081 48 42.5    (W)   HD_HELD2
 DO9756* NAVD 88 ORTHO HEIGHT -    33.561 (meters)      110.11  (feet) ADJUSTED
 DO9756  ______________________________________________________________________
 DO9756  GEOID HEIGHT    -        -26.371 (meters)                     GEOID18
 DO9756  DYNAMIC HEIGHT  -         33.512 (meters)      109.95  (feet) COMP
 DO9756  MODELED GRAVITY -    979,162.8   (mgal)                       NAVD 88
 DO9756
 DO9756  VERT ORDER      -  SECOND    CLASS I
 DO9756
 DO9756.The horizontal coordinates were established by autonomous hand held GPS
 DO9756.observations and have an estimated accuracy of +/- 10 meters.
 DO9756
 DO9756.The orthometric height was determined by differential leveling and
 DO9756.adjusted by the NATIONAL GEODETIC SURVEY
 DO9756.in January 2014.
 DO9756
 DO9756.No vertical observational check was made to the station.
 DO9756
 DO9756.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9756.GEOID18 height accuracy estimate available here.
 DO9756
 DO9756.Click photographs - Photos may exist for this station.
 DO9756
 DO9756.The dynamic height is computed by dividing the NAVD 88
 DO9756.geopotential number by the normal gravity value computed on the
 DO9756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9756.degrees latitude (g = 980.6199 gals.).
 DO9756
 DO9756.The modeled gravity was interpolated from observed gravity values.
 DO9756
 DO9756;                    North         East    Units  Estimated Accuracy
 DO9756;SPC FL W     -   406,220.      218,510.      MT  (+/- 10 meters HH2 GPS)
 DO9756
 DO9756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2017997464(NAD 83)
 DO9756
 DO9756                          SUPERSEDED SURVEY CONTROL
 DO9756
 DO9756.No superseded survey control is available for this station.
 DO9756
 DO9756_MARKER: DD = SURVEY DISK
 DO9756_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO9756_SP_SET: CULVERT WING WALL
 DO9756_STAMPING: 727497 A 2013
 DO9756_MARK LOGO: FLDEP
 DO9756_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9756+STABILITY: SURFACE MOTION
 DO9756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9756+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2013
 DO9756
 DO9756  HISTORY     - Date     Condition        Report By
 DO9756  HISTORY     - 20130228 MONUMENTED       FLDEP
 DO9756
 DO9756                          STATION DESCRIPTION
 DO9756
 DO9756'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9756'THE MARK IS ABOUT 5.0 MI (8.0 KM) WEST-SOUTHWEST OF WINTER HAVEN, 4.7
 DO9756'MI (7.6 KM) SOUTH-SOUTHWEST OF AUBURNDALE, 4.5 MI (7.2 KM) WEST OF
 DO9756'ELOISE, IN SECTION 33, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9756'
 DO9756'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9756'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9756'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9756'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9756'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9756'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9756'(WINTER LAKE ROAD) FOR 1.8 MI (2.9 KM) TO THE INTERSECTION OF
 DO9756'THORNHILL ROAD.  TURN RIGHT ON THORNHILL ROAD AND GO SOUTH FOR 0.95 MI
 DO9756'(1.5 KM) TO A CULVERT CROSSING AND THE MARK ON THE RIGHT, SET FLUSH IN
 DO9756'THE TOP OF THE NORTHWEST CONCRETE CULVERT WING WALL ABOUT 1.8 FT (0.5
 DO9756'M) BELOW THE LEVEL OF THORNHILL ROAD.
 DO9756'
 DO9756'LOCATED 55.4 FT (16.9 M) SOUTHEAST OF POWER POLE NUMBER 58-43262, 19.4
 DO9756'FT (5.9 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THORNHILL ROAD,
 DO9756'8.0 FT (2.4 M) SOUTHWEST OF A METAL GUARDRAIL, 6.5 FT (2.0 M) WEST OF
 DO9756'A STREAM GAUGE AND 2.9 FT (0.9 M) EAST OF THE WEST END OF THE CONCRETE
 DO9756'WING WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9757 ***********************************************************************
 DO9757  DESIGNATION -  727497 B
 DO9757  PID         -  DO9757
 DO9757  STATE/COUNTY-  FL/POLK
 DO9757  COUNTRY     -  US
 DO9757  USGS QUAD   -  AUBURNDALE (2018)
 DO9757
 DO9757                         *CURRENT SURVEY CONTROL
 DO9757  ______________________________________________________________________
 DO9757* NAD 83(1986) POSITION- 28 00 00.3    (N) 081 48 42.0    (W)   HD_HELD2
 DO9757* NAVD 88 ORTHO HEIGHT -    33.572 (meters)      110.14  (feet) ADJUSTED
 DO9757  ______________________________________________________________________
 DO9757  GEOID HEIGHT    -        -26.372 (meters)                     GEOID18
 DO9757  DYNAMIC HEIGHT  -         33.522 (meters)      109.98  (feet) COMP
 DO9757  MODELED GRAVITY -    979,159.2   (mgal)                       NAVD 88
 DO9757
 DO9757  VERT ORDER      -  SECOND    CLASS I
 DO9757
 DO9757.The horizontal coordinates were established by autonomous hand held GPS
 DO9757.observations and have an estimated accuracy of +/- 10 meters.
 DO9757
 DO9757.The orthometric height was determined by differential leveling and
 DO9757.adjusted by the NATIONAL GEODETIC SURVEY
 DO9757.in January 2014.
 DO9757
 DO9757.No vertical observational check was made to the station.
 DO9757
 DO9757.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9757.GEOID18 height accuracy estimate available here.
 DO9757
 DO9757.Click photographs - Photos may exist for this station.
 DO9757
 DO9757.The dynamic height is computed by dividing the NAVD 88
 DO9757.geopotential number by the normal gravity value computed on the
 DO9757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9757.degrees latitude (g = 980.6199 gals.).
 DO9757
 DO9757.The modeled gravity was interpolated from observed gravity values.
 DO9757
 DO9757;                    North         East    Units  Estimated Accuracy
 DO9757;SPC FL W     -   406,233.      218,524.      MT  (+/- 10 meters HH2 GPS)
 DO9757
 DO9757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2019397476(NAD 83)
 DO9757
 DO9757                          SUPERSEDED SURVEY CONTROL
 DO9757
 DO9757.No superseded survey control is available for this station.
 DO9757
 DO9757_MARKER: DD = SURVEY DISK
 DO9757_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DO9757_SP_SET: CULVERT WING WALL
 DO9757_STAMPING: 727497 B 2013
 DO9757_MARK LOGO: FLDEP
 DO9757_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9757+STABILITY: SURFACE MOTION
 DO9757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9757+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2013
 DO9757
 DO9757  HISTORY     - Date     Condition        Report By
 DO9757  HISTORY     - 20130228 MONUMENTED       FLDEP
 DO9757
 DO9757                          STATION DESCRIPTION
 DO9757
 DO9757'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9757'THE MARK IS ABOUT 5.0 MI (8.0 KM) WEST-SOUTHWEST OF WINTER HAVEN, 4.7
 DO9757'MI (7.6 KM) SOUTH-SOUTHWEST OF AUBURNDALE, 4.5 MI (7.2 KM) WEST OF
 DO9757'ELOISE, IN SECTION 33, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9757'
 DO9757'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9757'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9757'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9757'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9757'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9757'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9757'(WINTER LAKE ROAD) FOR 1.8 MI (2.9 KM) TO THE INTERSECTION OF
 DO9757'THORNHILL ROAD.  TURN RIGHT ON THORNHILL ROAD AND GO SOUTH FOR 0.95 MI
 DO9757'(1.5 KM) TO A CULVERT CROSSING AND THE MARK ON THE LEFT, SET FLUSH IN
 DO9757'THE TOP OF THE SOUTHEAST CONCRETE CULVERT WING WALL ABOUT 1.8 FT (0.5
 DO9757'M) BELOW THE LEVEL OF THORNHILL ROAD.
 DO9757'
 DO9757'LOCATED 45.3 FT (13.8 M) EAST OF A STREAM GAUGE, 19.5 FT (5.9 M)
 DO9757'NORTHEAST OF THE APPROXIMATE CENTERLINE OF THORNHILL ROAD, 7.4 FT (2.3
 DO9757'M) NORTHEAST OF THE METAL GUARDRAIL AND 2.0 FT (0.6 M) WEST OF THE
 DO9757'EAST END OF THE CONCRETE WING WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0891 ***********************************************************************
 DP0891  DESIGNATION -  727499 A
 DP0891  PID         -  DP0891
 DP0891  STATE/COUNTY-  FL/POLK
 DP0891  COUNTRY     -  US
 DP0891  USGS QUAD   -  MULBERRY (2018)
 DP0891
 DP0891                         *CURRENT SURVEY CONTROL
 DP0891  ______________________________________________________________________
 DP0891* NAD 83(1986) POSITION- 27 58 58.5    (N) 081 53 39.5    (W)   HD_HELD2
 DP0891* NAVD 88 ORTHO HEIGHT -    32.303 (meters)      105.98  (feet) ADJUSTED
 DP0891  ______________________________________________________________________
 DP0891  GEOID HEIGHT    -        -26.092 (meters)                     GEOID18
 DP0891  DYNAMIC HEIGHT  -         32.256 (meters)      105.83  (feet) COMP
 DP0891  MODELED GRAVITY -    979,168.5   (mgal)                       NAVD 88
 DP0891
 DP0891  VERT ORDER      -  SECOND    CLASS I
 DP0891
 DP0891.The horizontal coordinates were established by autonomous hand held GPS
 DP0891.observations and have an estimated accuracy of +/- 10 meters.
 DP0891
 DP0891.The orthometric height was determined by differential leveling and
 DP0891.adjusted by the NATIONAL GEODETIC SURVEY
 DP0891.in January 2014.
 DP0891
 DP0891.No vertical observational check was made to the station.
 DP0891
 DP0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0891.GEOID18 height accuracy estimate available here.
 DP0891
 DP0891.Click photographs - Photos may exist for this station.
 DP0891
 DP0891.The dynamic height is computed by dividing the NAVD 88
 DP0891.geopotential number by the normal gravity value computed on the
 DP0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0891.degrees latitude (g = 980.6199 gals.).
 DP0891
 DP0891.The modeled gravity was interpolated from observed gravity values.
 DP0891
 DP0891;                    North         East    Units  Estimated Accuracy
 DP0891;SPC FL W     -   404,320.      210,397.      MT  (+/- 10 meters HH2 GPS)
 DP0891
 DP0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1205395632(NAD 83)
 DP0891
 DP0891                          SUPERSEDED SURVEY CONTROL
 DP0891
 DP0891.No superseded survey control is available for this station.
 DP0891
 DP0891_MARKER: DD = SURVEY DISK
 DP0891_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0891_STAMPING: 727499 A 2013
 DP0891_MARK LOGO: SWFWMD
 DP0891_PROJECTION: RECESSED 5 CENTIMETERS
 DP0891_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0891+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2013
 DP0891_ROD/PIPE-DEPTH: 6.1 meters
 DP0891
 DP0891  HISTORY     - Date     Condition        Report By
 DP0891  HISTORY     - 20130212 MONUMENTED       FLDEP
 DP0891
 DP0891                          STATION DESCRIPTION
 DP0891
 DP0891'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0891'THE MARK IS ABOUT 7.8 MI (12.6 KM) NORTHEAST OF MULBERRY, 6.7 MI (10.8
 DP0891'KM) NORTH-NORTHWEST OF BARTOW, 5.2 MI (8.4 KM) SOUTHEAST OF LAKELAND,
 DP0891'IN SECTION 3, TOWNSHIP 29 SOUTH, RANGE 24 EAST.  A KEY FOR THE LOCKED
 DP0891'GATE CAN BE OBTAINED FROM SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP0891'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BARTOW
 DP0891'ROAD) AND COUNTY ROAD 540 (CLUBHOUSE ROAD) IN HIGHLAND CITY, GO
 DP0891'NORTHWEST ON U.S. HIGHWAY 98 (BARTOW ROAD) FOR 1.25 MI (2.0 KM) TO A
 DP0891'LOCKED METAL PASTURE GATE ON THE LEFT.  TURN LEFT AND GO SOUTHWEST AND
 DP0891'WEST THROUGH THE GATE FOR ABOUT 0.25 MI (0.4 KM) TO THE SOUTHEAST BANK
 DP0891'OF THE BANANA LAKE CANAL, A STAFF GAUGE AND THE MARK, AN ALUMINUM ROD
 DP0891'DRIVEN TO REFUSAL AT A DEPTH OF 20.0 FT (6.1 M) WITH AN ALUMINUM DISK
 DP0891'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE
 DP0891'LEVEL OF THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF THE
 DP0891'GRASS COVERED TRAIL.
 DP0891'
 DP0891'LOCATED 64.0 FT (19.5 M) EAST-NORTHEAST OF SURVEY MARK 727499 B, 58.9
 DP0891'FT (18.0 M) EAST OF A STREAM GAUGE, 44.0 FT (13.4 M) SOUTHEAST OF THE
 DP0891'EASTERNMOST OF 2 STAFF GAUGES AND 1.4 FT (0.4 M) SOUTH OF A CARSONITE
 DP0891'WITNESS POST.
 DP0891'
 DP0891'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP0891'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0892 ***********************************************************************
 DP0892  DESIGNATION -  727499 B
 DP0892  PID         -  DP0892
 DP0892  STATE/COUNTY-  FL/POLK
 DP0892  COUNTRY     -  US
 DP0892  USGS QUAD   -  MULBERRY (2018)
 DP0892
 DP0892                         *CURRENT SURVEY CONTROL
 DP0892  ______________________________________________________________________
 DP0892* NAD 83(1986) POSITION- 27 58 58.0    (N) 081 53 40.1    (W)   HD_HELD2
 DP0892* NAVD 88 ORTHO HEIGHT -    32.319 (meters)      106.03  (feet) ADJUSTED
 DP0892  ______________________________________________________________________
 DP0892  GEOID HEIGHT    -        -26.091 (meters)                     GEOID18
 DP0892  DYNAMIC HEIGHT  -         32.271 (meters)      105.88  (feet) COMP
 DP0892  MODELED GRAVITY -    979,168.5   (mgal)                       NAVD 88
 DP0892
 DP0892  VERT ORDER      -  SECOND    CLASS I
 DP0892
 DP0892.The horizontal coordinates were established by autonomous hand held GPS
 DP0892.observations and have an estimated accuracy of +/- 10 meters.
 DP0892
 DP0892.The orthometric height was determined by differential leveling and
 DP0892.adjusted by the NATIONAL GEODETIC SURVEY
 DP0892.in January 2014.
 DP0892
 DP0892.No vertical observational check was made to the station.
 DP0892
 DP0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0892.GEOID18 height accuracy estimate available here.
 DP0892
 DP0892.Click photographs - Photos may exist for this station.
 DP0892
 DP0892.The dynamic height is computed by dividing the NAVD 88
 DP0892.geopotential number by the normal gravity value computed on the
 DP0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0892.degrees latitude (g = 980.6199 gals.).
 DP0892
 DP0892.The modeled gravity was interpolated from observed gravity values.
 DP0892
 DP0892;                    North         East    Units  Estimated Accuracy
 DP0892;SPC FL W     -   404,305.      210,381.      MT  (+/- 10 meters HH2 GPS)
 DP0892
 DP0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1203795616(NAD 83)
 DP0892
 DP0892                          SUPERSEDED SURVEY CONTROL
 DP0892
 DP0892.No superseded survey control is available for this station.
 DP0892
 DP0892_MARKER: DD = SURVEY DISK
 DP0892_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP0892_STAMPING: 727499 B 2013
 DP0892_MARK LOGO: SWFWMD
 DP0892_PROJECTION: RECESSED 8 CENTIMETERS
 DP0892_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0892+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2013
 DP0892_ROD/PIPE-DEPTH: 3.5 meters
 DP0892
 DP0892  HISTORY     - Date     Condition        Report By
 DP0892  HISTORY     - 20130212 MONUMENTED       FLDEP
 DP0892
 DP0892                          STATION DESCRIPTION
 DP0892
 DP0892'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0892'THE MARK IS ABOUT 7.8 MI (12.6 KM) NORTHEAST OF MULBERRY, 6.7 MI (10.8
 DP0892'KM) NORTH-NORTHWEST OF BARTOW, 5.2 MI (8.4 KM) SOUTHEAST OF LAKELAND,
 DP0892'IN SECTION 3, TOWNSHIP 29 SOUTH, RANGE 24 EAST.  A KEY FOR THE LOCKED
 DP0892'GATE CAN BE OBTAINED FROM SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT.
 DP0892'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BARTOW
 DP0892'ROAD) AND COUNTY ROAD 540 (CLUBHOUSE ROAD) IN HIGHLAND CITY, GO
 DP0892'NORTHWEST ON U.S. HIGHWAY 98 (BARTOW ROAD) FOR 1.25 MI (2.0 KM) TO A
 DP0892'LOCKED METAL PASTURE GATE ON THE LEFT.  TURN LEFT AND GO SOUTHWEST AND
 DP0892'WEST THROUGH THE GATE FOR ABOUT 0.25 MI (0.4 KM) TO THE SOUTHEAST BANK
 DP0892'OF THE BANANA LAKE CANAL, A WOODEN PLATFORM, A STREAM GAUGE AND THE
 DP0892'MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 11.5 FT (3.5 M)
 DP0892'WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED
 DP0892'0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT (15 CM)
 DP0892'BELOW THE LEVEL OF THE GRASS COVERED TRAIL.
 DP0892'
 DP0892'LOCATED 64.0 FT (19.5 M) WEST-SOUTHWEST OF SURVEY MARK 727499 A, 21.3
 DP0892'FT (6.5 M) SOUTH-SOUTHWEST OF THE WESTERNMOST OF 2 STAFF GAUGES, 20.5
 DP0892'FT (6.2 M) SOUTH-SOUTHWEST OF A STREAM GAUGE AND 2.6 FT (0.8 M) SOUTH
 DP0892'OF A CARSONITE WITNESS POST.
 DP0892'
 DP0892'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP0892'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8910 ***********************************************************************
 DO8910  DESIGNATION -  728010
 DO8910  PID         -  DO8910
 DO8910  STATE/COUNTY-  FL/POLK
 DO8910  COUNTRY     -  US
 DO8910  USGS QUAD   -  WINTER HAVEN (2018)
 DO8910
 DO8910                         *CURRENT SURVEY CONTROL
 DO8910  ______________________________________________________________________
 DO8910* NAD 83(1986) POSITION- 28 04 25.8    (N) 081 41 08.2    (W)   HD_HELD2
 DO8910* NAVD 88 ORTHO HEIGHT -    45.068 (meters)      147.86  (feet) ADJUSTED
 DO8910  ______________________________________________________________________
 DO8910  GEOID HEIGHT    -        -26.889 (meters)                     GEOID18
 DO8910  DYNAMIC HEIGHT  -         45.000 (meters)      147.64  (feet) COMP
 DO8910  MODELED GRAVITY -    979,150.6   (mgal)                       NAVD 88
 DO8910
 DO8910  VERT ORDER      -  FIRST     CLASS II
 DO8910
 DO8910.The horizontal coordinates were established by autonomous hand held GPS
 DO8910.observations and have an estimated accuracy of +/- 10 meters.
 DO8910
 DO8910.The orthometric height was determined by differential leveling and
 DO8910.adjusted by the NATIONAL GEODETIC SURVEY
 DO8910.in January 2015.
 DO8910
 DO8910.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8910.GEOID18 height accuracy estimate available here.
 DO8910
 DO8910.Click photographs - Photos may exist for this station.
 DO8910
 DO8910.The dynamic height is computed by dividing the NAVD 88
 DO8910.geopotential number by the normal gravity value computed on the
 DO8910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8910.degrees latitude (g = 980.6199 gals.).
 DO8910
 DO8910.The modeled gravity was interpolated from observed gravity values.
 DO8910
 DO8910;                    North         East    Units  Estimated Accuracy
 DO8910;SPC FL W     -   414,431.      230,901.      MT  (+/- 10 meters HH2 GPS)
 DO8910
 DO8910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3263405570(NAD 83)
 DO8910
 DO8910                          SUPERSEDED SURVEY CONTROL
 DO8910
 DO8910  NAVD 88 (12/11/13)   45.046  (m)          147.79   (f) SUPERSEDED  1 2
 DO8910
 DO8910.Superseded values are not recommended for survey control.
 DO8910
 DO8910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8910.See file dsdata.pdf to determine how the superseded data were derived.
 DO8910
 DO8910_MARKER: DD = SURVEY DISK
 DO8910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8910_STAMPING: SID 728010 2009
 DO8910_MARK LOGO: SWFWMD
 DO8910_PROJECTION: FLUSH
 DO8910_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO8910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8910+STABILITY: SURFACE MOTION
 DO8910_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8910+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2012
 DO8910
 DO8910  HISTORY     - Date     Condition        Report By
 DO8910  HISTORY     - 2009     MONUMENTED       SWFWMD
 DO8910  HISTORY     - 20120513 GOOD             FLDEP
 DO8910
 DO8910                          STATION DESCRIPTION
 DO8910
 DO8910'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8910'THE MARK IS ABOUT 6.3 MI (10.1 KM) NORTH-NORTHEAST OF ELOISE, 5.4 MI
 DO8910'(8.7 KM) NORTHWEST OF DUNDEE, 4.6 MI (7.4 KM) NORTHEAST OF WINTER
 DO8910'HAVEN, IN SECTION 2, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO8910'
 DO8910'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND U.S.
 DO8910'HIGHWAY 27 ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF HAINES CITY, GO WEST ON
 DO8910'STATE ROAD 544 FOR 2.6 MI (4.2 KM) TO THE JUNCTION OF EAST LAKE
 DO8910'LUCERNE ROAD ON THE RIGHT.  TURN RIGHT ON EAST LAKE LUCERNE ROAD AND
 DO8910'GO NORTH FOR 0.3 MI (0.5 KM) TO A WATER TOWER ON THE RIGHT.  TURN
 DO8910'RIGHT ENTERING A LOCKED CHAIN LINK FENCE GATE AND THE MARK ON THE
 DO8910'RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH AN ALUMINUM DISK
 DO8910'ENCASED IN A CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 5.0 FT
 DO8910'(1.5 M) ABOVE THE LEVEL OF EAST LAKE LUCERNE ROAD.
 DO8910'
 DO8910'LOCATED 132.3 FT (40.3 M) SOUTHWEST OF THE SOUTHWEST SIDE OF THE WATER
 DO8910'TOWER, 100.0 FT (30.5 M) NORTH-NORTHWEST OF SURVEY MARK 728010 A, 95.5
 DO8910'FT (29.1 M) WEST-SOUTHWEST OF THE CENTER OF THE WATER TOWER OVERHEAD
 DO8910'DOOR, 71.7 FT (21.9 M) EAST OF THE APPROXIMATE CENTERLINE OF EAST LAKE
 DO8910'LUCERNE ROAD, 46.0 FT (14.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DO8910'THE ENTRANCE DRIVEWAY, 27.0 FT (8.2 M) SOUTH OF A FIRE HYDRANT, 18.7
 DO8910'FT (5.7 M) EAST OF A CHAIN LINK FENCE, 2.9 FT (0.9 M) NORTH OF
 DO8910'MONITORING WELL 728010 AND 1.1 FT (0.3 M) NORTH OF A CARSONITE WITNESS
 DO8910'POST.
 DO8910'
 DO8910'NOTE A GATE KEY MAY BE OBTAINED FROM SOUTHWEST FLORIDA WATER
 DO8910'MANAGEMENT DISTRICT OR CONTACT THE CITY OF WINTER HAVEN.
 DO8910'
 DO8910'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8911 ***********************************************************************
 DO8911  DESIGNATION -  728010 A
 DO8911  PID         -  DO8911
 DO8911  STATE/COUNTY-  FL/POLK
 DO8911  COUNTRY     -  US
 DO8911  USGS QUAD   -  WINTER HAVEN (2018)
 DO8911
 DO8911                         *CURRENT SURVEY CONTROL
 DO8911  ______________________________________________________________________
 DO8911* NAD 83(1986) POSITION- 28 04 24.9    (N) 081 41 07.9    (W)   HD_HELD2
 DO8911* NAVD 88 ORTHO HEIGHT -    45.574 (meters)      149.52  (feet) ADJUSTED
 DO8911  ______________________________________________________________________
 DO8911  GEOID HEIGHT    -        -26.888 (meters)                     GEOID18
 DO8911  DYNAMIC HEIGHT  -         45.505 (meters)      149.29  (feet) COMP
 DO8911  MODELED GRAVITY -    979,150.6   (mgal)                       NAVD 88
 DO8911
 DO8911  VERT ORDER      -  FIRST     CLASS II
 DO8911
 DO8911.The horizontal coordinates were established by autonomous hand held GPS
 DO8911.observations and have an estimated accuracy of +/- 10 meters.
 DO8911
 DO8911.The orthometric height was determined by differential leveling and
 DO8911.adjusted by the NATIONAL GEODETIC SURVEY
 DO8911.in January 2015.
 DO8911
 DO8911.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8911.GEOID18 height accuracy estimate available here.
 DO8911
 DO8911.Click photographs - Photos may exist for this station.
 DO8911
 DO8911.The dynamic height is computed by dividing the NAVD 88
 DO8911.geopotential number by the normal gravity value computed on the
 DO8911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8911.degrees latitude (g = 980.6199 gals.).
 DO8911
 DO8911.The modeled gravity was interpolated from observed gravity values.
 DO8911
 DO8911;                    North         East    Units  Estimated Accuracy
 DO8911;SPC FL W     -   414,403.      230,909.      MT  (+/- 10 meters HH2 GPS)
 DO8911
 DO8911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM3264205543(NAD 83)
 DO8911
 DO8911                          SUPERSEDED SURVEY CONTROL
 DO8911
 DO8911  NAVD 88 (12/11/13)   45.552  (m)          149.45   (f) SUPERSEDED  1 2
 DO8911
 DO8911.Superseded values are not recommended for survey control.
 DO8911
 DO8911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DO8911.See file dsdata.pdf to determine how the superseded data were derived.
 DO8911
 DO8911_MARKER: DD = SURVEY DISK
 DO8911_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO8911_STAMPING: 728010 A 2012
 DO8911_MARK LOGO: SWFWMD
 DO8911_PROJECTION: FLUSH
 DO8911_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO8911_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO8911_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO8911+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2012
 DO8911_ROD/PIPE-DEPTH: 6.2 meters
 DO8911
 DO8911  HISTORY     - Date     Condition        Report By
 DO8911  HISTORY     - 20120721 MONUMENTED       FLDEP
 DO8911
 DO8911                          STATION DESCRIPTION
 DO8911
 DO8911'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8911'THE MARK IS ABOUT 6.3 MI (10.1 KM) NORTH-NORTHEAST OF ELOISE, 5.4 MI
 DO8911'(8.7 KM) NORTHWEST OF DUNDEE, 4.6 MI (7.4 KM) NORTHEAST OF WINTER
 DO8911'HAVEN, IN SECTION 2, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO8911'
 DO8911'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 544 AND U.S.
 DO8911'HIGHWAY 27 ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF HAINES CITY, GO WEST ON
 DO8911'STATE ROAD 544 FOR 2.6 MI (4.2 KM) TO THE JUNCTION OF EAST LAKE
 DO8911'LUCERNE ROAD ON THE RIGHT.  TURN RIGHT ON EAST LAKE LUCERNE ROAD AND
 DO8911'GO NORTH FOR 0.3 MI (0.5 KM) TO A WATER TOWER ON THE RIGHT.  TURN
 DO8911'RIGHT ENTERING A LOCKED CHAIN LINK FENCE GATE AND GO TO THE SOUTH
 DO8911'FENCELINE TO THE MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO8911'20.5 FT (6.2 M) WITH AN ALUMINUM SWFWMD DISK ATTACHED AND ENCASED IN A
 DO8911'4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 5.0 FT (1.5 M)
 DO8911'ABOVE THE LEVEL OF EAST LAKE LUCERNE ROAD.
 DO8911'
 DO8911'LOCATED 132.3 FT (40.3 M) SOUTHWEST OF THE SOUTHWEST SIDE OF THE WATER
 DO8911'TOWER, 116.2 FT (35.4 M) EAST OF THE APPROXIMATE CENTERLINE OF EAST
 DO8911'LAKE LUCERNE ROAD, 100.0 FT (30.5 M) SOUTH-SOUTHEAST OF SURVEY MARK
 DO8911'728010, 2.1 FT (0.6 M) NORTH OF A CHAIN LINK FENCE AND 2.0 FT (0.6 M)
 DO8911'NORTH OF A CARSONITE WITNESS POST.
 DO8911'
 DO8911'NOTE A GATE KEY MAY BE OBTAINED FROM SOUTHWEST FLORIDA WATER
 DO8911'MANAGEMENT DISTRICT OR CONTACT THE CITY OF WINTER HAVEN.
 DO8911'
 DO8911'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO8911'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9243 ***********************************************************************
 DO9243  DESIGNATION -  728012
 DO9243  PID         -  DO9243
 DO9243  STATE/COUNTY-  FL/POLK
 DO9243  COUNTRY     -  US
 DO9243  USGS QUAD   -  AUBURNDALE (2018)
 DO9243
 DO9243                         *CURRENT SURVEY CONTROL
 DO9243  ______________________________________________________________________
 DO9243* NAD 83(1986) POSITION- 28 02 39.8    (N) 081 46 05.6    (W)   HD_HELD2
 DO9243* NAVD 88 ORTHO HEIGHT -    46.140 (meters)      151.38  (feet) ADJUSTED
 DO9243  ______________________________________________________________________
 DO9243  GEOID HEIGHT    -        -26.622 (meters)                     GEOID18
 DO9243  DYNAMIC HEIGHT  -         46.071 (meters)      151.15  (feet) COMP
 DO9243  MODELED GRAVITY -    979,152.7   (mgal)                       NAVD 88
 DO9243
 DO9243  VERT ORDER      -  FIRST     CLASS II
 DO9243
 DO9243.The horizontal coordinates were established by autonomous hand held GPS
 DO9243.observations and have an estimated accuracy of +/- 10 meters.
 DO9243
 DO9243.The orthometric height was determined by differential leveling and
 DO9243.adjusted by the NATIONAL GEODETIC SURVEY
 DO9243.in December 2013.
 DO9243
 DO9243.No vertical observational check was made to the station.
 DO9243
 DO9243.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9243.GEOID18 height accuracy estimate available here.
 DO9243
 DO9243.Click photographs - Photos may exist for this station.
 DO9243
 DO9243.The dynamic height is computed by dividing the NAVD 88
 DO9243.geopotential number by the normal gravity value computed on the
 DO9243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9243.degrees latitude (g = 980.6199 gals.).
 DO9243
 DO9243.The modeled gravity was interpolated from observed gravity values.
 DO9243
 DO9243;                    North         East    Units  Estimated Accuracy
 DO9243;SPC FL W     -   411,150.      222,787.      MT  (+/- 10 meters HH2 GPS)
 DO9243
 DO9243_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2449602357(NAD 83)
 DO9243
 DO9243                          SUPERSEDED SURVEY CONTROL
 DO9243
 DO9243.No superseded survey control is available for this station.
 DO9243
 DO9243_MARKER: DD = SURVEY DISK
 DO9243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9243_STAMPING: SID 728012 2009
 DO9243_MARK LOGO: SWFWMD
 DO9243_PROJECTION: RECESSED 5 CENTIMETERS
 DO9243_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9243+STABILITY: SURFACE MOTION
 DO9243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9243+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2012
 DO9243
 DO9243  HISTORY     - Date     Condition        Report By
 DO9243  HISTORY     - 2009     MONUMENTED       SFLWMD
 DO9243  HISTORY     - 20121209 GOOD             FLDEP
 DO9243
 DO9243                          STATION DESCRIPTION
 DO9243
 DO9243'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO9243'THE MARK IS ABOUT 3.9 MI (6.3 KM) NORTH-NORTHWEST OF ELOISE, 2.6 MI
 DO9243'(4.2 KM) NORTHWEST OF WINTER HAVEN, 1.9 MI (3.1 KM) SOUTHEAST OF
 DO9243'AUBURNDALE, IN SECTION 13, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9243'
 DO9243'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO9243'ROAD 544 (HAVENDALE BOULEVARD NORTHWEST) IN FLORENCE VILLA, GO WEST ON
 DO9243'STATE ROAD 544 (HAVENDALE BOULEVARD NORTHWEST) FOR 1.55 MI (2.5 KM) TO
 DO9243'THE INTERSECTION OF 26TH STREET NORTHWEST ON THE LEFT AND IDYLWILD
 DO9243'DRIVE NORTHWEST ON THE RIGHT.  TURN LEFT ON 26TH STREET AND GO SOUTH
 DO9243'FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF AVENUE T NORTHWEST ON THE
 DO9243'RIGHT.  TURN RIGHT ON AVENUE T NORTHWEST AND GO WEST FOR 0.4 MI (0.6
 DO9243'KM) TO THE INTERSECTION OF 34TH STREET NORTHWEST ALSO INTERSECTING
 DO9243'WITH LAKE DRIVE NORTHWEST.  CONTINUE WEST ON AVENUE T NORTHWEST
 DO9243'THROUGH THE INTERSECTION TO A MONITORING WELL ON THE RIGHT, TWO LARGE
 DO9243'WATER TANKS AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DO9243'CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DO9243'AND LEVEL WITH AVENUE T NORTHWEST.  THE MARK CAN ALSO BE REACHED FORM
 DO9243'THE INTERSECTION OF U.S. HIGHWAY 92 AND STATE ROAD 544 EAST (HAVENDALE
 DO9243'BOULEVARD NORTHWEST) IN AUBURNDALE, GO SOUTHEAST ON STATE ROAD 544
 DO9243'EAST (HAVENDALE BOULEVARD NORTHWEST) FOR 1.1 MI (1.8 KM) TO THE
 DO9243'JUNCTION OF 34TH STREET NORTHWEST ON THE RIGHT.  TURN RIGHT ON 34TH
 DO9243'STREET NORTHWEST AND GO SOUTH FOR 0.35 MI (0.6 KM) TO THE INTERSECTION
 DO9243'OF AVENUE T NORTHWEST ALSO INTERSECTING WITH LAKE DRIVE NORTHWEST AND
 DO9243'THE MARK ON THE RIGHT.
 DO9243'
 DO9243'LOCATED 44.0 FT (13.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF AVENUE
 DO9243'T NORTHWEST, 19.9 FT (6.1 M) NORTH OF A 6.0 FT (1.8 M) TALL CHAIN LINK
 DO9243'FENCE, 19.4 FT (5.9 M) NORTH OF SURVEY MARK 728012 A, 2.2 FT (0.7 M)
 DO9243'SOUTH OF THE MONITORING WELL AND 1.2 FT (0.4 M) SOUTH A CARSONITE
 DO9243'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9244 ***********************************************************************
 DO9244  DESIGNATION -  728012 A
 DO9244  PID         -  DO9244
 DO9244  STATE/COUNTY-  FL/POLK
 DO9244  COUNTRY     -  US
 DO9244  USGS QUAD   -  AUBURNDALE (2018)
 DO9244
 DO9244                         *CURRENT SURVEY CONTROL
 DO9244  ______________________________________________________________________
 DO9244* NAD 83(1986) POSITION- 28 02 39.6    (N) 081 46 05.6    (W)   HD_HELD2
 DO9244* NAVD 88 ORTHO HEIGHT -    46.115 (meters)      151.30  (feet) ADJUSTED
 DO9244  ______________________________________________________________________
 DO9244  GEOID HEIGHT    -        -26.622 (meters)                     GEOID18
 DO9244  DYNAMIC HEIGHT  -         46.046 (meters)      151.07  (feet) COMP
 DO9244  MODELED GRAVITY -    979,152.7   (mgal)                       NAVD 88
 DO9244
 DO9244  VERT ORDER      -  FIRST     CLASS II
 DO9244
 DO9244.The horizontal coordinates were established by autonomous hand held GPS
 DO9244.observations and have an estimated accuracy of +/- 10 meters.
 DO9244
 DO9244.The orthometric height was determined by differential leveling and
 DO9244.adjusted by the NATIONAL GEODETIC SURVEY
 DO9244.in December 2013.
 DO9244
 DO9244.No vertical observational check was made to the station.
 DO9244
 DO9244.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9244.GEOID18 height accuracy estimate available here.
 DO9244
 DO9244.Click photographs - Photos may exist for this station.
 DO9244
 DO9244.The dynamic height is computed by dividing the NAVD 88
 DO9244.geopotential number by the normal gravity value computed on the
 DO9244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9244.degrees latitude (g = 980.6199 gals.).
 DO9244
 DO9244.The modeled gravity was interpolated from observed gravity values.
 DO9244
 DO9244;                    North         East    Units  Estimated Accuracy
 DO9244;SPC FL W     -   411,143.      222,787.      MT  (+/- 10 meters HH2 GPS)
 DO9244
 DO9244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2449602351(NAD 83)
 DO9244
 DO9244                          SUPERSEDED SURVEY CONTROL
 DO9244
 DO9244.No superseded survey control is available for this station.
 DO9244
 DO9244_MARKER: DD = SURVEY DISK
 DO9244_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9244_STAMPING: 728012 A 2013
 DO9244_MARK LOGO: SWFWMD
 DO9244_PROJECTION: RECESSED 5 CENTIMETERS
 DO9244_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9244+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2013
 DO9244_ROD/PIPE-DEPTH: 6.9 meters
 DO9244
 DO9244  HISTORY     - Date     Condition        Report By
 DO9244  HISTORY     - 20130112 MONUMENTED       FLDEP
 DO9244
 DO9244                          STATION DESCRIPTION
 DO9244
 DO9244'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DO9244'THE MARK IS ABOUT 3.9 MI (6.3 KM) NORTH-NORTHWEST OF ELOISE, 2.6 MI
 DO9244'(4.2 KM) NORTHWEST OF WINTER HAVEN, 1.9 MI (3.1 KM) SOUTHEAST OF
 DO9244'AUBURNDALE, IN SECTION 13, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9244'
 DO9244'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO9244'ROAD 544 (HAVENDALE BOULEVARD NORTHWEST) IN FLORENCE VILLA, GO WEST ON
 DO9244'STATE ROAD 544 (HAVENDALE BOULEVARD NORTHWEST) FOR 1.55 MI (2.5 KM) TO
 DO9244'THE INTERSECTION OF 26TH STREET NORTHWEST ON THE LEFT AND IDYLWILD
 DO9244'DRIVE NORTHWEST ON THE RIGHT.  TURN LEFT ON 26TH STREET AND GO SOUTH
 DO9244'FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF AVENUE T NORTHWEST ON THE
 DO9244'RIGHT.  TURN RIGHT ON AVENUE T NORTHWEST AND GO WEST FOR 0.4 MI (0.6
 DO9244'KM) TO THE INTERSECTION OF 34TH STREET NORTHWEST ALSO INTERSECTING
 DO9244'WITH LAKE DRIVE NORTHWEST.  CONTINUE WEST ON AVENUE T NORTHWEST
 DO9244'THROUGH THE INTERSECTION TO A MONITORING WELL ON THE RIGHT, TWO LARGE
 DO9244'WATER TANKS AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO9244'REFUSAL AT A DEPTH OF 22.6 FT (6.9 M) WITH AN ALUMINUM DISK ENCASED IN
 DO9244'A 4-INCH (10 CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DO9244'THE GROUND AND LEVEL WITH AVENUE T NORTHWEST.  THE MARK CAN ALSO BE
 DO9244'REACHED FORM THE INTERSECTION OF U.S. HIGHWAY 92 AND STATE ROAD 544
 DO9244'EAST (HAVENDALE BOULEVARD NORTHWEST) IN AUBURNDALE, GO SOUTHEAST ON
 DO9244'STATE ROAD 544 EAST (HAVENDALE BOULEVARD NORTHWEST) FOR 1.1 MI (1.8
 DO9244'KM) TO THE JUNCTION OF 34TH STREET NORTHWEST ON THE RIGHT.  TURN RIGHT
 DO9244'ON 34TH STREET NORTHWEST AND GO SOUTH FOR 0.35 MI (0.6 KM) TO THE
 DO9244'INTERSECTION OF AVENUE T NORTHWEST ALSO INTERSECTING WITH LAKE DRIVE
 DO9244'NORTHWEST AND THE MARK ON THE RIGHT.
 DO9244'
 DO9244'LOCATED 26.4 FT (8.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF AVENUE
 DO9244'T NORTHWEST, 22.0 FT (6.7 M) WEST OF A 6.0 FT (1.8 M) TALL CHAIN LINK
 DO9244'FENCE CORNER, 21.9 FT (6.7 M) SOUTH OF THE MONITORING WELL, 19.4 FT
 DO9244'(5.9 M) NORTH OF SURVEY MARK 728012, 1.5 FT (0.5 M) NORTH OF A 6.0 FT
 DO9244'(1.8 M) TALL CHAIN LINK FENCE WITH BARBWIRE AND 1.2 FT (0.4 M) NORTH
 DO9244'OF A CARSONITE WITNESS POST.
 DO9244'
 DO9244'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9244'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9771 ***********************************************************************
 DO9771  DESIGNATION -  728015
 DO9771  PID         -  DO9771
 DO9771  STATE/COUNTY-  FL/POLK
 DO9771  COUNTRY     -  US
 DO9771  USGS QUAD   -  AUBURNDALE (2018)
 DO9771
 DO9771                         *CURRENT SURVEY CONTROL
 DO9771  ______________________________________________________________________
 DO9771* NAD 83(1986) POSITION- 28 00 45.0    (N) 081 48 30.0    (W)   HD_HELD2
 DO9771* NAVD 88 ORTHO HEIGHT -    37.128 (meters)      121.81  (feet) ADJUSTED
 DO9771  ______________________________________________________________________
 DO9771  GEOID HEIGHT    -        -26.424 (meters)                     GEOID18
 DO9771  DYNAMIC HEIGHT  -         37.072 (meters)      121.63  (feet) COMP
 DO9771  MODELED GRAVITY -    979,157.7   (mgal)                       NAVD 88
 DO9771
 DO9771  VERT ORDER      -  SECOND    CLASS I
 DO9771
 DO9771.The horizontal coordinates were established by autonomous hand held GPS
 DO9771.observations and have an estimated accuracy of +/- 10 meters.
 DO9771
 DO9771.The orthometric height was determined by differential leveling and
 DO9771.adjusted by the NATIONAL GEODETIC SURVEY
 DO9771.in January 2014.
 DO9771
 DO9771.No vertical observational check was made to the station.
 DO9771
 DO9771.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9771.GEOID18 height accuracy estimate available here.
 DO9771
 DO9771.Click photographs - Photos may exist for this station.
 DO9771
 DO9771.The dynamic height is computed by dividing the NAVD 88
 DO9771.geopotential number by the normal gravity value computed on the
 DO9771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9771.degrees latitude (g = 980.6199 gals.).
 DO9771
 DO9771.The modeled gravity was interpolated from observed gravity values.
 DO9771
 DO9771;                    North         East    Units  Estimated Accuracy
 DO9771;SPC FL W     -   407,609.      218,849.      MT  (+/- 10 meters HH2 GPS)
 DO9771
 DO9771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2053098850(NAD 83)
 DO9771
 DO9771                          SUPERSEDED SURVEY CONTROL
 DO9771
 DO9771.No superseded survey control is available for this station.
 DO9771
 DO9771_MARKER: DD = SURVEY DISK
 DO9771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9771_STAMPING: SID 728015 2009
 DO9771_MARK LOGO: SWFWMD
 DO9771_PROJECTION: RECESSED 5 CENTIMETERS
 DO9771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9771+STABILITY: SURFACE MOTION
 DO9771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9771+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2013
 DO9771
 DO9771  HISTORY     - Date     Condition        Report By
 DO9771  HISTORY     - 2009     MONUMENTED       SWFWMD
 DO9771  HISTORY     - 20130410 GOOD             FLDEP
 DO9771
 DO9771                          STATION DESCRIPTION
 DO9771
 DO9771'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9771'THE MARK IS ABOUT 4.6 MI (7.4 KM) WEST OF WINTER HAVEN, 4.5 MI (7.2
 DO9771'KM) WEST-NORTHWEST OF ELOISE, 3.8 MI (6.1 KM) SOUTH-SOUTHWEST OF
 DO9771'AUBURNDALE, IN SECTION 27, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9771'
 DO9771'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9771'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9771'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9771'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9771'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9771'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9771'(WINTER LAKE ROAD) FOR 2.55 MI (4.1 KM) TO THE INTERSECTION OF THE LA
 DO9771'PALMA RANCH ENTRANCE ON THE RIGHT AND JIM KEENE BOULEVARD ON THE LEFT.
 DO9771'TURN LEFT ON JIM KEENE BOULEVARD AND GO NORTH FOR 0.1 MI (0.2 KM) TO A
 DO9771'WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM DISK SET
 DO9771'IN THE TOP OF A 12-INCH (30 CM) CONCRETE MONUMENT RECESSED 0.2 FT (6
 DO9771'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH JIM KEENE BOULEVARD.
 DO9771'
 DO9771'LOCATED 129.0 FT (39.3 M) EAST OF THE APPROXIMATE CENTERLINE OF JIM
 DO9771'KEENE BOULEVARD, 29.3 FT (8.9 M) SOUTH OF THE APPROXIMATE CENTER OF
 DO9771'THE METAL GATE, 22.5 FT (6.9 M) NORTH OF SURVEY MARK 728015 A, 2.0 FT
 DO9771'(0.6 M) NORTH OF A WELL NUMBER 728015, 1.9 FT (0.6 M) WEST OF THE BARB
 DO9771'WIRE FENCE AND 0.8 FT (24 CM) WEST OF A CARSONITE WITNESS POST.
 DO9771'
 DO9771'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9771'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9770 ***********************************************************************
 DO9770  DESIGNATION -  728015 A
 DO9770  PID         -  DO9770
 DO9770  STATE/COUNTY-  FL/POLK
 DO9770  COUNTRY     -  US
 DO9770  USGS QUAD   -  AUBURNDALE (2018)
 DO9770
 DO9770                         *CURRENT SURVEY CONTROL
 DO9770  ______________________________________________________________________
 DO9770* NAD 83(1986) POSITION- 28 00 44.7    (N) 081 48 30.0    (W)   HD_HELD2
 DO9770* NAVD 88 ORTHO HEIGHT -    37.120 (meters)      121.78  (feet) ADJUSTED
 DO9770  ______________________________________________________________________
 DO9770  GEOID HEIGHT    -        -26.424 (meters)                     GEOID18
 DO9770  DYNAMIC HEIGHT  -         37.065 (meters)      121.60  (feet) COMP
 DO9770  MODELED GRAVITY -    979,157.7   (mgal)                       NAVD 88
 DO9770
 DO9770  VERT ORDER      -  SECOND    CLASS I
 DO9770
 DO9770.The horizontal coordinates were established by autonomous hand held GPS
 DO9770.observations and have an estimated accuracy of +/- 10 meters.
 DO9770
 DO9770.The orthometric height was determined by differential leveling and
 DO9770.adjusted by the NATIONAL GEODETIC SURVEY
 DO9770.in January 2014.
 DO9770
 DO9770.No vertical observational check was made to the station.
 DO9770
 DO9770.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9770.GEOID18 height accuracy estimate available here.
 DO9770
 DO9770.Click photographs - Photos may exist for this station.
 DO9770
 DO9770.The dynamic height is computed by dividing the NAVD 88
 DO9770.geopotential number by the normal gravity value computed on the
 DO9770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9770.degrees latitude (g = 980.6199 gals.).
 DO9770
 DO9770.The modeled gravity was interpolated from observed gravity values.
 DO9770
 DO9770;                    North         East    Units  Estimated Accuracy
 DO9770;SPC FL W     -   407,600.      218,849.      MT  (+/- 10 meters HH2 GPS)
 DO9770
 DO9770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2053098841(NAD 83)
 DO9770
 DO9770                          SUPERSEDED SURVEY CONTROL
 DO9770
 DO9770.No superseded survey control is available for this station.
 DO9770
 DO9770_MARKER: DD = SURVEY DISK
 DO9770_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9770_STAMPING: 728015 A 2013
 DO9770_MARK LOGO: SWFWMD
 DO9770_PROJECTION: RECESSED 10 CENTIMETERS
 DO9770_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9770_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9770+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2013
 DO9770_ROD/PIPE-DEPTH: 9.8 meters
 DO9770
 DO9770  HISTORY     - Date     Condition        Report By
 DO9770  HISTORY     - 20130227 MONUMENTED       FLDEP
 DO9770
 DO9770                          STATION DESCRIPTION
 DO9770
 DO9770'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9770'THE MARK IS ABOUT 4.6 MI (7.4 KM) WEST OF WINTER HAVEN, 4.5 MI (7.2
 DO9770'KM) WEST-NORTHWEST OF ELOISE, 3.8 MI (6.1 KM) SOUTH-SOUTHWEST OF
 DO9770'AUBURNDALE, IN SECTION 27, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9770'
 DO9770'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9770'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9770'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9770'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9770'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9770'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9770'(WINTER LAKE ROAD) FOR 2.55 MI (4.1 KM) TO THE INTERSECTION OF THE LA
 DO9770'PALMA RANCH ENTRANCE ON THE RIGHT AND JIM KEENE BOULEVARD ON THE LEFT.
 DO9770'TURN LEFT ON JIM KEENE BOULEVARD AND GO NORTH FOR 0.1 MI (0.2 KM) TO A
 DO9770'WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DO9770'DRIVEN TO REFUSAL AT A DEPTH OF 32.0 FT (9.8 M) WITH AN ALUMINUM DISK
 DO9770'ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.4 FT (12 CM) BELOW THE
 DO9770'LEVEL OF THE GROUND AND LEVEL WITH JIM KEENE BOULEVARD.
 DO9770'
 DO9770'LOCATED 129.0 FT (39.3 M) EAST OF THE APPROXIMATE CENTERLINE OF JIM
 DO9770'KEENE BOULEVARD, 51.8 FT (15.8 M) SOUTH OF THE APPROXIMATE CENTER OF
 DO9770'THE METAL GATE, 22.5 FT (6.9 M) SOUTH OF SURVEY MARK 728015, 20.0 FT
 DO9770'(6.1 M) SOUTH OF A WELL NUMBER 728015, 1.5 FT (0.5 M) WEST OF THE BARB
 DO9770'WIRE FENCE AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST.
 DO9770'
 DO9770'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9770'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9752 ***********************************************************************
 DO9752  DESIGNATION -  729131 A
 DO9752  PID         -  DO9752
 DO9752  STATE/COUNTY-  FL/POLK
 DO9752  COUNTRY     -  US
 DO9752  USGS QUAD   -  AUBURNDALE (2018)
 DO9752
 DO9752                         *CURRENT SURVEY CONTROL
 DO9752  ______________________________________________________________________
 DO9752* NAD 83(1986) POSITION- 28 00 36.2    (N) 081 51 12.8    (W)   HD_HELD2
 DO9752* NAVD 88 ORTHO HEIGHT -    31.004 (meters)      101.72  (feet) ADJUSTED
 DO9752  ______________________________________________________________________
 DO9752  GEOID HEIGHT    -        -26.305 (meters)                     GEOID18
 DO9752  DYNAMIC HEIGHT  -         30.958 (meters)      101.57  (feet) COMP
 DO9752  MODELED GRAVITY -    979,162.1   (mgal)                       NAVD 88
 DO9752
 DO9752  VERT ORDER      -  SECOND    CLASS I
 DO9752
 DO9752.The horizontal coordinates were established by autonomous hand held GPS
 DO9752.observations and have an estimated accuracy of +/- 10 meters.
 DO9752
 DO9752.The orthometric height was determined by differential leveling and
 DO9752.adjusted by the NATIONAL GEODETIC SURVEY
 DO9752.in January 2014.
 DO9752
 DO9752.No vertical observational check was made to the station.
 DO9752
 DO9752.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9752.GEOID18 height accuracy estimate available here.
 DO9752
 DO9752.Click photographs - Photos may exist for this station.
 DO9752
 DO9752.The dynamic height is computed by dividing the NAVD 88
 DO9752.geopotential number by the normal gravity value computed on the
 DO9752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9752.degrees latitude (g = 980.6199 gals.).
 DO9752
 DO9752.The modeled gravity was interpolated from observed gravity values.
 DO9752
 DO9752;                    North         East    Units  Estimated Accuracy
 DO9752;SPC FL W     -   407,332.      214,402.      MT  (+/- 10 meters HH2 GPS)
 DO9752
 DO9752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1608298609(NAD 83)
 DO9752
 DO9752                          SUPERSEDED SURVEY CONTROL
 DO9752
 DO9752.No superseded survey control is available for this station.
 DO9752
 DO9752_MARKER: DD = SURVEY DISK
 DO9752_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9752_STAMPING: 729131 A 2013
 DO9752_MARK LOGO: SWFWMD
 DO9752_PROJECTION: RECESSED 5 CENTIMETERS
 DO9752_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9752+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2013
 DO9752_ROD/PIPE-DEPTH: 7.3 meters
 DO9752
 DO9752  HISTORY     - Date     Condition        Report By
 DO9752  HISTORY     - 20130228 MONUMENTED       FLDEP
 DO9752
 DO9752                          STATION DESCRIPTION
 DO9752
 DO9752'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9752'THE MARK IS ABOUT 7.1 MI (11.4 KM) WEST OF ELOISE, 6.2 MI (10.0 KM)
 DO9752'EAST-SOUTHEAST OF LAKELAND, 5.5 MI (8.8 KM) SOUTHWEST OF AUBURNDALE,
 DO9752'IN SECTION 31, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9752'
 DO9752'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9752'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9752'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9752'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9752'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9752'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9752'(WINTER LAKE ROAD) FOR 0.45 MI (0.7 KM) TO THE EAST END OF A RETENTION
 DO9752'POND AND A SERVICE ROAD ON THE RIGHT.  TURN RIGHT ON A GRASS COVERED
 DO9752'SERVICE ROAD AND GO SOUTH AND EAST FOR 0.1 MI (0.2 KM) TO A LOCKED
 DO9752'GATE NEAR THE SADDLE CREEK BRIDGE, NOW ON FOOT ENTER THE GATE TO THE
 DO9752'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 24.0
 DO9752'FT (7.3 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE
 DO9752'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.3 FT
 DO9752'(9 CM) BELOW THE LEVEL OF THE GRASS COVERED ROAD.
 DO9752'
 DO9752'LOCATED 64.2 FT (19.6 M) NORTH OF SURVEY MARK 729131 B, 19.4 FT (5.9
 DO9752'M) NORTHEAST OF THE APPROXIMATE CENTER OF THE FENCE GATE, 17.0 FT (5.2
 DO9752'M) WEST OF THE TOP OF THE WEST BANK OF SADDLE CREEK AND 1.5 FT (0.5 M)
 DO9752'SOUTH OF A CARSONITE WITNESS POST.
 DO9752'
 DO9752'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9752'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9753 ***********************************************************************
 DO9753  DESIGNATION -  729131 B
 DO9753  PID         -  DO9753
 DO9753  STATE/COUNTY-  FL/POLK
 DO9753  COUNTRY     -  US
 DO9753  USGS QUAD   -  AUBURNDALE (2018)
 DO9753
 DO9753                         *CURRENT SURVEY CONTROL
 DO9753  ______________________________________________________________________
 DO9753* NAD 83(1986) POSITION- 28 00 35.4    (N) 081 51 12.7    (W)   HD_HELD2
 DO9753* NAVD 88 ORTHO HEIGHT -    30.877 (meters)      101.30  (feet) ADJUSTED
 DO9753  ______________________________________________________________________
 DO9753  GEOID HEIGHT    -        -26.304 (meters)                     GEOID18
 DO9753  DYNAMIC HEIGHT  -         30.831 (meters)      101.15  (feet) COMP
 DO9753  MODELED GRAVITY -    979,162.1   (mgal)                       NAVD 88
 DO9753
 DO9753  VERT ORDER      -  SECOND    CLASS I
 DO9753
 DO9753.The horizontal coordinates were established by autonomous hand held GPS
 DO9753.observations and have an estimated accuracy of +/- 10 meters.
 DO9753
 DO9753.The orthometric height was determined by differential leveling and
 DO9753.adjusted by the NATIONAL GEODETIC SURVEY
 DO9753.in January 2014.
 DO9753
 DO9753.No vertical observational check was made to the station.
 DO9753
 DO9753.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9753.GEOID18 height accuracy estimate available here.
 DO9753
 DO9753.Click photographs - Photos may exist for this station.
 DO9753
 DO9753.The dynamic height is computed by dividing the NAVD 88
 DO9753.geopotential number by the normal gravity value computed on the
 DO9753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9753.degrees latitude (g = 980.6199 gals.).
 DO9753
 DO9753.The modeled gravity was interpolated from observed gravity values.
 DO9753
 DO9753;                    North         East    Units  Estimated Accuracy
 DO9753;SPC FL W     -   407,307.      214,405.      MT  (+/- 10 meters HH2 GPS)
 DO9753
 DO9753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1608498585(NAD 83)
 DO9753
 DO9753                          SUPERSEDED SURVEY CONTROL
 DO9753
 DO9753.No superseded survey control is available for this station.
 DO9753
 DO9753_MARKER: DD = SURVEY DISK
 DO9753_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9753_STAMPING: 729131 B 2013
 DO9753_MARK LOGO: SWFWMD
 DO9753_PROJECTION: RECESSED 10 CENTIMETERS
 DO9753_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9753_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9753+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2013
 DO9753_ROD/PIPE-DEPTH: 8.5 meters
 DO9753
 DO9753  HISTORY     - Date     Condition        Report By
 DO9753  HISTORY     - 20130228 MONUMENTED       FLDEP
 DO9753
 DO9753                          STATION DESCRIPTION
 DO9753
 DO9753'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9753'THE MARK IS ABOUT 7.1 MI (11.4 KM) WEST OF ELOISE, 6.2 MI (10.0 KM)
 DO9753'EAST-SOUTHEAST OF LAKELAND, 5.5 MI (8.8 KM) SOUTHWEST OF AUBURNDALE,
 DO9753'IN SECTION 31, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9753'
 DO9753'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9753'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9753'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9753'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9753'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9753'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9753'(WINTER LAKE ROAD) FOR 0.45 MI (0.7 KM) TO THE EAST END OF A RETENTION
 DO9753'POND AND A SERVICE ROAD ON THE RIGHT.  TURN RIGHT ON A GRASS COVERED
 DO9753'SERVICE ROAD AND GO SOUTH AND EAST FOR 0.1 MI (0.2 KM) TO A LOCKED
 DO9753'GATE NEAR THE SADDLE CREEK BRIDGE, NOW ON FOOT ENTER THE GATE TO THE
 DO9753'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DO9753'28.0 FT (8.5 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC
 DO9753'PIPE RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DO9753'0.4 FT (12 CM) BELOW THE LEVEL OF THE CREEK TRAIL.
 DO9753'
 DO9753'LOCATED 64.2 FT (19.6 M) SOUTH OF SURVEY MARK 729131 A, 53.0 FT (16.2
 DO9753'M) NORTHWEST OF A USGS STREAM GAUGE, 10.0 FT (3.0 M) WEST OF THE TOP
 DO9753'OF THE WEST BANK OF SADDLE CREEK, 7.1 FT (2.2 M) WEST OF THE
 DO9753'APPROXIMATE CENTER OF THE FENCE GATE, 1.7 FT (0.5 M) SOUTH OF THE BARB
 DO9753'WIRE FENCE AND 1.5 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
 DO9753'
 DO9753'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9753'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4624 ***********************************************************************
 AC4624  DESIGNATION -  7295
 AC4624  PID         -  AC4624
 AC4624  STATE/COUNTY-  FL/MIAMI-DADE
 AC4624  COUNTRY     -  US
 AC4624  USGS QUAD   -  GOULDS (2018)
 AC4624
 AC4624                         *CURRENT SURVEY CONTROL
 AC4624  ______________________________________________________________________
 AC4624* NAD 83(1990) POSITION- 25 36 48.05850(N) 080 23 02.80168(W)   ADJUSTED
 AC4624* NAVD 88 ORTHO HEIGHT -     3.955 (meters)       12.98  (feet) ADJUSTED
 AC4624  ______________________________________________________________________
 AC4624  GEOID HEIGHT    -        -25.105 (meters)                     GEOID18
 AC4624  LAPLACE CORR    -         -3.26  (seconds)                    DEFLEC18
 AC4624  DYNAMIC HEIGHT  -          3.949 (meters)       12.96  (feet) COMP
 AC4624  MODELED GRAVITY -    979,002.4   (mgal)                       NAVD 88
 AC4624
 AC4624  HORZ ORDER      -  SECOND
 AC4624  VERT ORDER      -  FIRST     CLASS II
 AC4624
 AC4624.The horizontal coordinates were established by classical geodetic methods
 AC4624.and adjusted by the National Geodetic Survey in May 1991.
 AC4624
 AC4624.The orthometric height was determined by differential leveling and
 AC4624.adjusted by the NATIONAL GEODETIC SURVEY
 AC4624.in May 1994.
 AC4624
 AC4624.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4624.GEOID18 height accuracy estimate available here.
 AC4624
 AC4624.Click photographs - Photos may exist for this station.
 AC4624
 AC4624.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC4624
 AC4624.The dynamic height is computed by dividing the NAVD 88
 AC4624.geopotential number by the normal gravity value computed on the
 AC4624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4624.degrees latitude (g = 980.6199 gals.).
 AC4624
 AC4624.The modeled gravity was interpolated from observed gravity values.
 AC4624
 AC4624. The following values were computed from the NAD 83(1990) position.
 AC4624
 AC4624;                    North         East     Units Scale Factor Converg.
 AC4624;SPC FL E     -   141,926.013   261,858.902   MT  0.99998841   +0 15 58.5
 AC4624;SPC FL E     -   465,635.59    859,115.41   sFT  0.99998841   +0 15 58.5
 AC4624;UTM  17      - 2,833,009.570   561,837.796   MT  0.99964722   +0 15 58.5
 AC4624
 AC4624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4624!SPC FL E     -   1.00000332  x   0.99998841  =   0.99999173
 AC4624!UTM  17      -   1.00000332  x   0.99964722  =   0.99965054
 AC4624
 AC4624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6183733009(NAD 83)
 AC4624
 AC4624                          SUPERSEDED SURVEY CONTROL
 AC4624
 AC4624  NAD 83(1986)-  25 36 48.05857(N)    080 23 02.80222(W) AD(       ) 2
 AC4624  NGVD 29               4.41   (m)           14.5    (f) LEVELING    3  
 AC4624
 AC4624.Superseded values are not recommended for survey control.
 AC4624
 AC4624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4624.See file dsdata.pdf to determine how the superseded data were derived.
 AC4624
 AC4624_MARKER: DH = HORIZONTAL CONTROL DISK
 AC4624_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC4624+WITH SETTING: PAVEMENT
 AC4624_SP_SET: MAT FOUNDATION
 AC4624_STAMPING: 7295 1988
 AC4624_MARK LOGO: NGS
 AC4624_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4624+STABILITY: SURFACE MOTION
 AC4624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4624+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2013
 AC4624
 AC4624  HISTORY     - Date     Condition        Report By
 AC4624  HISTORY     - 1988     MONUMENTED       NGS
 AC4624  HISTORY     - 19930521 GOOD             NGS
 AC4624  HISTORY     - 20020119 GOOD             NGS
 AC4624  HISTORY     - 20131120 GOOD             ATKNA
 AC4624
 AC4624                          STATION DESCRIPTION
 AC4624
 AC4624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC4624'3.6 KM (2.25 MI) WESTERLY ALONG CORAL REEF DRIVE (STATE HIGHWAY 992)
 AC4624'FROM THE JUNCTION OF U.S. HIGHWAY 1 IN RICHMOND HEIGHTS, THENCE 1.6
 AC4624'KM (1.00 MI) SOUTHERLY ALONG SOUTHWEST 117TH AVENUE, THENCE 0.2 KM
 AC4624'(0.10 MI) WESTERLY ALONG RICHMOND DRIVE (SOUTHWEST 166TH STREET),
 AC4624'THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A PAVED ENTRANCE ROAD LEADING
 AC4624'TO THE U.S. NAVAL OBSERVATORY TIME SERVICE ALTERNATE STATION, IN TOP
 AC4624'OF AND 4.4 M (14.4 FT) SOUTHWEST OF THE NORTHEAST CORNER OF A 15 BY
 AC4624'15-FOOT CONCRETE MAT FOUNDATION, 45.6 M (149.6 FT) SOUTHWEST OF THE
 AC4624'SOUTHEAST CORNER OF THE BUILDING, 19.8 M (65.0 FT) WEST OF THE CENTER
 AC4624'OF THE ROAD, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 AC4624'FOUNDATION IS FLUSH WITH THE GROUND SURFACE.
 AC4624
 AC4624                          STATION RECOVERY (2002)
 AC4624
 AC4624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AC4624'NAVAL OBSERVATORY NOW UNDER CONTROL OF UNIVERISTY OF MIAMI.  RMS 1, 3,
 AC4624'A, B, C AND D, AS WELL AS SITING POSTS, ARE ALL IN PLACE.  RM 2, WHICH
 AC4624'WAS ON A ROCK IN WOODS SOUTH OF MAIN STATION, WAS NOT SEEN.
 AC4624
 AC4624                          STATION RECOVERY (2013)
 AC4624
 AC4624'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2013 (DWD)
 AC4624'THIS STATION WAS RECOVERED AS PART OF THE HORIZONTAL AND VERTICAL
 AC4624'LOCATION MAPPING OF TREES SURROUNDING THE UNIVERSITY OF MIAMI CENTRE
 AC4624'FOR SOUTHEASTERN TROPICAL ADVANCED REOMOTE SENSING FACILITY (C-STARS)
 AC4624'
 AC4624'WWW.CSTARS.MIAMI.EDU
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4835 ***********************************************************************
 AC4835  DESIGNATION -  7295 RM 1
 AC4835  PID         -  AC4835
 AC4835  STATE/COUNTY-  FL/MIAMI-DADE
 AC4835  COUNTRY     -  US
 AC4835  USGS QUAD   -  GOULDS (2018)
 AC4835
 AC4835                         *CURRENT SURVEY CONTROL
 AC4835  ______________________________________________________________________
 AC4835* NAD 83(1986) POSITION- 25 36 49.     (N) 080 23 02.     (W)   SCALED
 AC4835* NAVD 88 ORTHO HEIGHT -     3.951 (meters)       12.96  (feet) ADJUSTED
 AC4835  ______________________________________________________________________
 AC4835  GEOID HEIGHT    -        -25.105 (meters)                     GEOID18
 AC4835  DYNAMIC HEIGHT  -          3.944 (meters)       12.94  (feet) COMP
 AC4835  MODELED GRAVITY -    979,002.5   (mgal)                       NAVD 88
 AC4835
 AC4835  VERT ORDER      -  FIRST     CLASS II
 AC4835
 AC4835.The horizontal coordinates were scaled from a map and have
 AC4835.an estimated accuracy of +/- 6 seconds.
 AC4835
 AC4835.The orthometric height was determined by differential leveling and
 AC4835.adjusted by the NATIONAL GEODETIC SURVEY
 AC4835.in May 1994.
 AC4835
 AC4835.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4835.GEOID18 height accuracy estimate available here.
 AC4835
 AC4835.Click photographs - Photos may exist for this station.
 AC4835
 AC4835.The dynamic height is computed by dividing the NAVD 88
 AC4835.geopotential number by the normal gravity value computed on the
 AC4835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4835.degrees latitude (g = 980.6199 gals.).
 AC4835
 AC4835.The modeled gravity was interpolated from observed gravity values.
 AC4835
 AC4835;                    North         East    Units  Estimated Accuracy
 AC4835;SPC FL E     -   141,960.      261,880.      MT  (+/- 180 meters Scaled)
 AC4835
 AC4835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ618330(NAD 83)
 AC4835
 AC4835                          SUPERSEDED SURVEY CONTROL
 AC4835
 AC4835.No superseded survey control is available for this station.
 AC4835
 AC4835_MARKER: DR = REFERENCE MARK DISK
 AC4835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4835_STAMPING: 7295 NO 1 1988
 AC4835_MARK LOGO: NGS
 AC4835_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4835+STABILITY: SURFACE MOTION
 AC4835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4835+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2002
 AC4835
 AC4835  HISTORY     - Date     Condition        Report By
 AC4835  HISTORY     - 1988     MONUMENTED       NGS
 AC4835  HISTORY     - 19930521 GOOD             NGS
 AC4835  HISTORY     - 20020119 GOOD             NGS
 AC4835
 AC4835                          STATION DESCRIPTION
 AC4835
 AC4835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993
 AC4835'3.6 KM (2.25 MI) WESTERLY ALONG CORAL REEF DRIVE (STATE HIGHWAY 992)
 AC4835'FROM THE JUNCTION OF U.S. HIGHWAY 1 IN RICHMOND HEIGHTS, THENCE 1.6
 AC4835'KM (1.00 MI) SOUTHERLY ALONG SOUTHWEST 117TH AVENUE, THENCE 0.2 KM
 AC4835'(0.10 MI) WESTERLY ALONG RICHMOND DRIVE (SOUTHWEST 166TH STREET),
 AC4835'THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG A PAVED ENTRANCE ROAD LEADING
 AC4835'TO THE U.S. NAVAL OBSERVATORY TIME SERVICE ALTERNATE STATION, 29.9 M
 AC4835'(98.1 FT) NORTH OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE, 23.2 M
 AC4835'(76.1 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING,
 AC4835'1.8 M (5.9 FT) EAST OF THE CENTER OF THE ROAD, 0.8 M (2.6 FT) WEST OF
 AC4835'THE FENCE, AND THE MONUMENT IS FLUSH THE GROUND SURFACE.
 AC4835
 AC4835                          STATION RECOVERY (2002)
 AC4835
 AC4835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AC4835'NAVAL OBSERVATORY NOW UNDER CONTROL OF UNIVERISTY OF MIAMI.  FENCES
 AC4835'HAVE BEEN MOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1596 ***********************************************************************
 AQ1596  DESIGNATION -  73 77 A 01
 AQ1596  PID         -  AQ1596
 AQ1596  STATE/COUNTY-  FL/FLAGLER
 AQ1596  COUNTRY     -  US
 AQ1596  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1596
 AQ1596                         *CURRENT SURVEY CONTROL
 AQ1596  ______________________________________________________________________
 AQ1596* NAD 83(1986) POSITION- 29 26 02.     (N) 081 06 20.     (W)   SCALED
 AQ1596* NAVD 88 ORTHO HEIGHT -     5.703 (meters)       18.71  (feet) ADJUSTED
 AQ1596  ______________________________________________________________________
 AQ1596  GEOID HEIGHT    -        -28.626 (meters)                     GEOID18
 AQ1596  DYNAMIC HEIGHT  -          5.695 (meters)       18.68  (feet) COMP
 AQ1596  MODELED GRAVITY -    979,286.6   (mgal)                       NAVD 88
 AQ1596
 AQ1596  VERT ORDER      -  SECOND    CLASS I
 AQ1596
 AQ1596.The horizontal coordinates were scaled from a map and have
 AQ1596.an estimated accuracy of +/- 6 seconds.
 AQ1596
 AQ1596.The orthometric height was determined by differential leveling and
 AQ1596.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1596.in June 1991.
 AQ1596
 AQ1596.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1596.GEOID18 height accuracy estimate available here.
 AQ1596
 AQ1596.Click photographs - Photos may exist for this station.
 AQ1596
 AQ1596.The dynamic height is computed by dividing the NAVD 88
 AQ1596.geopotential number by the normal gravity value computed on the
 AQ1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1596.degrees latitude (g = 980.6199 gals.).
 AQ1596
 AQ1596.The modeled gravity was interpolated from observed gravity values.
 AQ1596
 AQ1596;                    North         East    Units  Estimated Accuracy
 AQ1596;SPC FL E     -   565,120.      189,760.      MT  (+/- 180 meters Scaled)
 AQ1596
 AQ1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN897560(NAD 83)
 AQ1596
 AQ1596                          SUPERSEDED SURVEY CONTROL
 AQ1596
 AQ1596  NGVD 29 (??/??/92)    6.027  (m)           19.77   (f) ADJ UNCH    2 1
 AQ1596
 AQ1596.Superseded values are not recommended for survey control.
 AQ1596
 AQ1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1596.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1596
 AQ1596_MARKER: DD = SURVEY DISK
 AQ1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1596_STAMPING: 73 77 A01
 AQ1596_MARK LOGO: FLDT
 AQ1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1596+STABILITY: SURFACE MOTION
 AQ1596
 AQ1596  HISTORY     - Date     Condition        Report By
 AQ1596  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1596  HISTORY     - 1990     GOOD             USPSQD
 AQ1596
 AQ1596                          STATION DESCRIPTION
 AQ1596
 AQ1596'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1596'3.6 MI SOUTH FROM FLAGLER BEACH.
 AQ1596'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1596'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3.6 MILES. THE
 AQ1596'MARK BEARS 83 FEET NORTHEAST AND ACROSS ROAD FROM A POWERPOLE NUMBER
 AQ1596'401 DM 222, 25.8 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, AND
 AQ1596'25 FEET NORTH OF THE NORTH EDGE OF A WOODEN BOARDWALK.
 AQ1596
 AQ1596                          STATION RECOVERY (1990)
 AQ1596
 AQ1596'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1596'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1597 ***********************************************************************
 AQ1597  DESIGNATION -  73 77 A 01 RM 1
 AQ1597  PID         -  AQ1597
 AQ1597  STATE/COUNTY-  FL/FLAGLER
 AQ1597  COUNTRY     -  US
 AQ1597  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1597
 AQ1597                         *CURRENT SURVEY CONTROL
 AQ1597  ______________________________________________________________________
 AQ1597* NAD 83(1986) POSITION- 29 26 02.     (N) 081 06 20.     (W)   SCALED
 AQ1597* NAVD 88 ORTHO HEIGHT -     5.805 (meters)       19.05  (feet) ADJUSTED
 AQ1597  ______________________________________________________________________
 AQ1597  GEOID HEIGHT    -        -28.626 (meters)                     GEOID18
 AQ1597  DYNAMIC HEIGHT  -          5.797 (meters)       19.02  (feet) COMP
 AQ1597  MODELED GRAVITY -    979,286.6   (mgal)                       NAVD 88
 AQ1597
 AQ1597  VERT ORDER      -  SECOND    CLASS I
 AQ1597
 AQ1597.The horizontal coordinates were scaled from a map and have
 AQ1597.an estimated accuracy of +/- 6 seconds.
 AQ1597
 AQ1597.The orthometric height was determined by differential leveling and
 AQ1597.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1597.in June 1991.
 AQ1597
 AQ1597.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1597.GEOID18 height accuracy estimate available here.
 AQ1597
 AQ1597.Click photographs - Photos may exist for this station.
 AQ1597
 AQ1597.The dynamic height is computed by dividing the NAVD 88
 AQ1597.geopotential number by the normal gravity value computed on the
 AQ1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1597.degrees latitude (g = 980.6199 gals.).
 AQ1597
 AQ1597.The modeled gravity was interpolated from observed gravity values.
 AQ1597
 AQ1597;                    North         East    Units  Estimated Accuracy
 AQ1597;SPC FL E     -   565,120.      189,760.      MT  (+/- 180 meters Scaled)
 AQ1597
 AQ1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN897560(NAD 83)
 AQ1597
 AQ1597                          SUPERSEDED SURVEY CONTROL
 AQ1597
 AQ1597  NGVD 29 (??/??/92)    6.130  (m)           20.11   (f) ADJ UNCH    2 1
 AQ1597
 AQ1597.Superseded values are not recommended for survey control.
 AQ1597
 AQ1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1597.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1597
 AQ1597_MARKER: DD = SURVEY DISK
 AQ1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1597_STAMPING: 73 77 A01 RM NO 1
 AQ1597_MARK LOGO: FLDT
 AQ1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1597+STABILITY: SURFACE MOTION
 AQ1597
 AQ1597  HISTORY     - Date     Condition        Report By
 AQ1597  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1597  HISTORY     - 1990     GOOD             USPSQD
 AQ1597
 AQ1597                          STATION DESCRIPTION
 AQ1597
 AQ1597'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1597'3.6 MI SOUTH FROM FLAGLER BEACH.
 AQ1597'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1597'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3.6 MILES. THE
 AQ1597'MARK BEARS 84.6 FEET SOUTH OF A GUY WIRE POLE, AND 24.5 FEET EAST OF
 AQ1597'THE CENTERLINE OF STATE ROAD A1A.
 AQ1597
 AQ1597                          STATION RECOVERY (1990)
 AQ1597
 AQ1597'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1597'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1595 ***********************************************************************
 AQ1595  DESIGNATION -  73 77 A 01 RM 2
 AQ1595  PID         -  AQ1595
 AQ1595  STATE/COUNTY-  FL/FLAGLER
 AQ1595  COUNTRY     -  US
 AQ1595  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1595
 AQ1595                         *CURRENT SURVEY CONTROL
 AQ1595  ______________________________________________________________________
 AQ1595* NAD 83(1986) POSITION- 29 26 02.     (N) 081 06 20.     (W)   SCALED
 AQ1595* NAVD 88 ORTHO HEIGHT -     5.694 (meters)       18.68  (feet) ADJUSTED
 AQ1595  ______________________________________________________________________
 AQ1595  GEOID HEIGHT    -        -28.626 (meters)                     GEOID18
 AQ1595  DYNAMIC HEIGHT  -          5.686 (meters)       18.65  (feet) COMP
 AQ1595  MODELED GRAVITY -    979,286.6   (mgal)                       NAVD 88
 AQ1595
 AQ1595  VERT ORDER      -  SECOND    CLASS I
 AQ1595
 AQ1595.The horizontal coordinates were scaled from a map and have
 AQ1595.an estimated accuracy of +/- 6 seconds.
 AQ1595
 AQ1595.The orthometric height was determined by differential leveling and
 AQ1595.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1595.in June 1991.
 AQ1595
 AQ1595.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1595.GEOID18 height accuracy estimate available here.
 AQ1595
 AQ1595.Click photographs - Photos may exist for this station.
 AQ1595
 AQ1595.The dynamic height is computed by dividing the NAVD 88
 AQ1595.geopotential number by the normal gravity value computed on the
 AQ1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1595.degrees latitude (g = 980.6199 gals.).
 AQ1595
 AQ1595.The modeled gravity was interpolated from observed gravity values.
 AQ1595
 AQ1595;                    North         East    Units  Estimated Accuracy
 AQ1595;SPC FL E     -   565,120.      189,760.      MT  (+/- 180 meters Scaled)
 AQ1595
 AQ1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN897560(NAD 83)
 AQ1595
 AQ1595                          SUPERSEDED SURVEY CONTROL
 AQ1595
 AQ1595  NGVD 29 (??/??/92)    6.018  (m)           19.74   (f) ADJ UNCH    2 1
 AQ1595
 AQ1595.Superseded values are not recommended for survey control.
 AQ1595
 AQ1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1595.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1595
 AQ1595_MARKER: DD = SURVEY DISK
 AQ1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1595_STAMPING: 73 77 A01 RM NO 2
 AQ1595_MARK LOGO: FLDT
 AQ1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1595+STABILITY: SURFACE MOTION
 AQ1595
 AQ1595  HISTORY     - Date     Condition        Report By
 AQ1595  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1595  HISTORY     - 1990     GOOD             USPSQD
 AQ1595
 AQ1595                          STATION DESCRIPTION
 AQ1595
 AQ1595'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1595'3.6 MI SOUTH FROM FLAGLER BEACH.
 AQ1595'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1595'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOE 3.6 MILES .THE
 AQ1595'MARK BEARS 63.4 FEET EAST, ACROSS THE ROAD FROM A POWER POLE, 27.3
 AQ1595'FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, AND 8 FEET SOUTH OF THE
 AQ1595'SOUTH EDGE OF A WOODEN BOARDWALK.
 AQ1595
 AQ1595                          STATION RECOVERY (1990)
 AQ1595
 AQ1595'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1595'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1600 ***********************************************************************
 AQ1600  DESIGNATION -  73 77 A 02
 AQ1600  PID         -  AQ1600
 AQ1600  STATE/COUNTY-  FL/FLAGLER
 AQ1600  COUNTRY     -  US
 AQ1600  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1600
 AQ1600                         *CURRENT SURVEY CONTROL
 AQ1600  ______________________________________________________________________
 AQ1600* NAD 83(1986) POSITION- 29 26 12.     (N) 081 06 28.     (W)   SCALED
 AQ1600* NAVD 88 ORTHO HEIGHT -     5.706 (meters)       18.72  (feet) ADJUSTED
 AQ1600  ______________________________________________________________________
 AQ1600  GEOID HEIGHT    -        -28.627 (meters)                     GEOID18
 AQ1600  DYNAMIC HEIGHT  -          5.698 (meters)       18.69  (feet) COMP
 AQ1600  MODELED GRAVITY -    979,286.8   (mgal)                       NAVD 88
 AQ1600
 AQ1600  VERT ORDER      -  SECOND    CLASS I
 AQ1600
 AQ1600.The horizontal coordinates were scaled from a map and have
 AQ1600.an estimated accuracy of +/- 6 seconds.
 AQ1600
 AQ1600.The orthometric height was determined by differential leveling and
 AQ1600.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1600.in June 1991.
 AQ1600
 AQ1600.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1600.GEOID18 height accuracy estimate available here.
 AQ1600
 AQ1600.Click photographs - Photos may exist for this station.
 AQ1600
 AQ1600.The dynamic height is computed by dividing the NAVD 88
 AQ1600.geopotential number by the normal gravity value computed on the
 AQ1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1600.degrees latitude (g = 980.6199 gals.).
 AQ1600
 AQ1600.The modeled gravity was interpolated from observed gravity values.
 AQ1600
 AQ1600;                    North         East    Units  Estimated Accuracy
 AQ1600;SPC FL E     -   565,430.      189,540.      MT  (+/- 180 meters Scaled)
 AQ1600
 AQ1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN895563(NAD 83)
 AQ1600
 AQ1600                          SUPERSEDED SURVEY CONTROL
 AQ1600
 AQ1600  NGVD 29 (??/??/92)    6.030  (m)           19.78   (f) ADJ UNCH    2 1
 AQ1600
 AQ1600.Superseded values are not recommended for survey control.
 AQ1600
 AQ1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1600.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1600
 AQ1600_MARKER: DD = SURVEY DISK
 AQ1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1600_STAMPING: 73 77 A02
 AQ1600_MARK LOGO: FLDT
 AQ1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1600+STABILITY: SURFACE MOTION
 AQ1600
 AQ1600  HISTORY     - Date     Condition        Report By
 AQ1600  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1600  HISTORY     - 20130826 MARK NOT FOUND   INDIV
 AQ1600
 AQ1600                          STATION DESCRIPTION
 AQ1600
 AQ1600'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1600'3.5 MI SOUTH FROM FLAGLER BEACH.
 AQ1600'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1600'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3.5 MILES. THE
 AQ1600'MARK BEARS 72 FEET NORTH OF A POWER POLE NUMBER 401 DM 22, 26 FEET
 AQ1600'WEST OF THE CENTERLINE OF STATE ROAD A1A, AND 21 FEET NORTH OF A SIGN
 AQ1600'POST.
 AQ1600
 AQ1600                          STATION RECOVERY (2013)
 AQ1600
 AQ1600'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (MLH)
 AQ1600'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1601 ***********************************************************************
 AQ1601  DESIGNATION -  73 77 A 02 RM 1
 AQ1601  PID         -  AQ1601
 AQ1601  STATE/COUNTY-  FL/FLAGLER
 AQ1601  COUNTRY     -  US
 AQ1601  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1601
 AQ1601                         *CURRENT SURVEY CONTROL
 AQ1601  ______________________________________________________________________
 AQ1601* NAD 83(1986) POSITION- 29 26 12.     (N) 081 06 28.     (W)   SCALED
 AQ1601* NAVD 88 ORTHO HEIGHT -     5.391 (meters)       17.69  (feet) ADJUSTED
 AQ1601  ______________________________________________________________________
 AQ1601  GEOID HEIGHT    -        -28.627 (meters)                     GEOID18
 AQ1601  DYNAMIC HEIGHT  -          5.383 (meters)       17.66  (feet) COMP
 AQ1601  MODELED GRAVITY -    979,286.8   (mgal)                       NAVD 88
 AQ1601
 AQ1601  VERT ORDER      -  SECOND    CLASS I
 AQ1601
 AQ1601.The horizontal coordinates were scaled from a map and have
 AQ1601.an estimated accuracy of +/- 6 seconds.
 AQ1601
 AQ1601.The orthometric height was determined by differential leveling and
 AQ1601.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1601.in June 1991.
 AQ1601
 AQ1601.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1601.GEOID18 height accuracy estimate available here.
 AQ1601
 AQ1601.Click photographs - Photos may exist for this station.
 AQ1601
 AQ1601.The dynamic height is computed by dividing the NAVD 88
 AQ1601.geopotential number by the normal gravity value computed on the
 AQ1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1601.degrees latitude (g = 980.6199 gals.).
 AQ1601
 AQ1601.The modeled gravity was interpolated from observed gravity values.
 AQ1601
 AQ1601;                    North         East    Units  Estimated Accuracy
 AQ1601;SPC FL E     -   565,430.      189,540.      MT  (+/- 180 meters Scaled)
 AQ1601
 AQ1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN895563(NAD 83)
 AQ1601
 AQ1601                          SUPERSEDED SURVEY CONTROL
 AQ1601
 AQ1601  NGVD 29 (??/??/92)    5.715  (m)           18.75   (f) ADJ UNCH    2 1
 AQ1601
 AQ1601.Superseded values are not recommended for survey control.
 AQ1601
 AQ1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1601.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1601
 AQ1601_MARKER: DD = SURVEY DISK
 AQ1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1601_STAMPING: 73 77 A02 RM NO 1
 AQ1601_MARK LOGO: FLDT
 AQ1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1601+STABILITY: SURFACE MOTION
 AQ1601
 AQ1601  HISTORY     - Date     Condition        Report By
 AQ1601  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1601
 AQ1601                          STATION DESCRIPTION
 AQ1601
 AQ1601'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1601'3.5 MI SOUTH FROM FLAGLER BEACH.
 AQ1601'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1601'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3.5 MILES. THE
 AQ1601'MARK BEARS 42.5 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A, AND
 AQ1601'30.5 FEET NORTH OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1599 ***********************************************************************
 AQ1599  DESIGNATION -  73 77 A 02 RM 2 FLDT
 AQ1599  PID         -  AQ1599
 AQ1599  STATE/COUNTY-  FL/FLAGLER
 AQ1599  COUNTRY     -  US
 AQ1599  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1599
 AQ1599                         *CURRENT SURVEY CONTROL
 AQ1599  ______________________________________________________________________
 AQ1599* NAD 83(1986) POSITION- 29 26 12.     (N) 081 06 28.     (W)   SCALED
 AQ1599* NAVD 88 ORTHO HEIGHT -     5.213 (meters)       17.10  (feet) ADJUSTED
 AQ1599  ______________________________________________________________________
 AQ1599  GEOID HEIGHT    -        -28.627 (meters)                     GEOID18
 AQ1599  DYNAMIC HEIGHT  -          5.206 (meters)       17.08  (feet) COMP
 AQ1599  MODELED GRAVITY -    979,286.8   (mgal)                       NAVD 88
 AQ1599
 AQ1599  VERT ORDER      -  SECOND    CLASS I
 AQ1599
 AQ1599.The horizontal coordinates were scaled from a map and have
 AQ1599.an estimated accuracy of +/- 6 seconds.
 AQ1599
 AQ1599.The orthometric height was determined by differential leveling and
 AQ1599.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1599.in June 1991.
 AQ1599
 AQ1599.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1599.GEOID18 height accuracy estimate available here.
 AQ1599
 AQ1599.Click photographs - Photos may exist for this station.
 AQ1599
 AQ1599.The dynamic height is computed by dividing the NAVD 88
 AQ1599.geopotential number by the normal gravity value computed on the
 AQ1599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1599.degrees latitude (g = 980.6199 gals.).
 AQ1599
 AQ1599.The modeled gravity was interpolated from observed gravity values.
 AQ1599
 AQ1599;                    North         East    Units  Estimated Accuracy
 AQ1599;SPC FL E     -   565,430.      189,540.      MT  (+/- 180 meters Scaled)
 AQ1599
 AQ1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN895563(NAD 83)
 AQ1599
 AQ1599                          SUPERSEDED SURVEY CONTROL
 AQ1599
 AQ1599  NGVD 29 (??/??/92)    5.538  (m)           18.17   (f) ADJ UNCH    2 1
 AQ1599
 AQ1599.Superseded values are not recommended for survey control.
 AQ1599
 AQ1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1599.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1599
 AQ1599_MARKER: DD = SURVEY DISK
 AQ1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1599_STAMPING: 73 77 A02 RM NO 2
 AQ1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1599+STABILITY: SURFACE MOTION
 AQ1599
 AQ1599  HISTORY     - Date     Condition        Report By
 AQ1599  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1599
 AQ1599                          STATION DESCRIPTION
 AQ1599
 AQ1599'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1599'3.5 MI SOUTH FROM FLAGLER BEACH.
 AQ1599'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1599'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3.5 MILES. THE
 AQ1599'MARK BEARS 38 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A, AND 32
 AQ1599'FEET SOUTH SOUTHEAST OF A PALM TREE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1603 ***********************************************************************
 AQ1603  DESIGNATION -  73 77 A 03
 AQ1603  PID         -  AQ1603
 AQ1603  STATE/COUNTY-  FL/FLAGLER
 AQ1603  COUNTRY     -  US
 AQ1603  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1603
 AQ1603                         *CURRENT SURVEY CONTROL
 AQ1603  ______________________________________________________________________
 AQ1603* NAD 83(1986) POSITION- 29 26 25.     (N) 081 06 33.     (W)   SCALED
 AQ1603* NAVD 88 ORTHO HEIGHT -     5.530 (meters)       18.14  (feet) ADJUSTED
 AQ1603  ______________________________________________________________________
 AQ1603  GEOID HEIGHT    -        -28.630 (meters)                     GEOID18
 AQ1603  DYNAMIC HEIGHT  -          5.523 (meters)       18.12  (feet) COMP
 AQ1603  MODELED GRAVITY -    979,287.0   (mgal)                       NAVD 88
 AQ1603
 AQ1603  VERT ORDER      -  SECOND    CLASS I
 AQ1603
 AQ1603.The horizontal coordinates were scaled from a map and have
 AQ1603.an estimated accuracy of +/- 6 seconds.
 AQ1603
 AQ1603.The orthometric height was determined by differential leveling and
 AQ1603.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1603.in June 1991.
 AQ1603
 AQ1603.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1603.GEOID18 height accuracy estimate available here.
 AQ1603
 AQ1603.Click photographs - Photos may exist for this station.
 AQ1603
 AQ1603.The dynamic height is computed by dividing the NAVD 88
 AQ1603.geopotential number by the normal gravity value computed on the
 AQ1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1603.degrees latitude (g = 980.6199 gals.).
 AQ1603
 AQ1603.The modeled gravity was interpolated from observed gravity values.
 AQ1603
 AQ1603;                    North         East    Units  Estimated Accuracy
 AQ1603;SPC FL E     -   565,830.      189,410.      MT  (+/- 180 meters Scaled)
 AQ1603
 AQ1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN894567(NAD 83)
 AQ1603
 AQ1603                          SUPERSEDED SURVEY CONTROL
 AQ1603
 AQ1603  NGVD 29 (??/??/92)    5.855  (m)           19.21   (f) ADJ UNCH    2 1
 AQ1603
 AQ1603.Superseded values are not recommended for survey control.
 AQ1603
 AQ1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1603.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1603
 AQ1603_MARKER: DD = SURVEY DISK
 AQ1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1603_STAMPING: 73 77 A03
 AQ1603_MARK LOGO: FLDT
 AQ1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1603+STABILITY: SURFACE MOTION
 AQ1603
 AQ1603  HISTORY     - Date     Condition        Report By
 AQ1603  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1603  HISTORY     - 20130826 MARK NOT FOUND   INDIV
 AQ1603
 AQ1603                          STATION DESCRIPTION
 AQ1603
 AQ1603'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1603'3.2 MI SOUTH FROM FLAGLER BEACH.
 AQ1603'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1603'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3.2 MILES. THE
 AQ1603'MARK BEARS 26.5 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A, 24.3
 AQ1603'FEET NORTH OF A POWER POLE, AND 13.4 FEET EAST OF A CONCRETE RIGHT OF
 AQ1603'WAY MARKER POST.
 AQ1603
 AQ1603                          STATION RECOVERY (2013)
 AQ1603
 AQ1603'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2013 (MLH)
 AQ1603'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1602 ***********************************************************************
 AQ1602  DESIGNATION -  73 77 A 03 RM 1
 AQ1602  PID         -  AQ1602
 AQ1602  STATE/COUNTY-  FL/FLAGLER
 AQ1602  COUNTRY     -  US
 AQ1602  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1602
 AQ1602                         *CURRENT SURVEY CONTROL
 AQ1602  ______________________________________________________________________
 AQ1602* NAD 83(1986) POSITION- 29 26 25.     (N) 081 06 33.     (W)   SCALED
 AQ1602* NAVD 88 ORTHO HEIGHT -     5.574 (meters)       18.29  (feet) ADJUSTED
 AQ1602  ______________________________________________________________________
 AQ1602  GEOID HEIGHT    -        -28.630 (meters)                     GEOID18
 AQ1602  DYNAMIC HEIGHT  -          5.566 (meters)       18.26  (feet) COMP
 AQ1602  MODELED GRAVITY -    979,287.0   (mgal)                       NAVD 88
 AQ1602
 AQ1602  VERT ORDER      -  SECOND    CLASS I
 AQ1602
 AQ1602.The horizontal coordinates were scaled from a map and have
 AQ1602.an estimated accuracy of +/- 6 seconds.
 AQ1602
 AQ1602.The orthometric height was determined by differential leveling and
 AQ1602.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1602.in June 1991.
 AQ1602
 AQ1602.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1602.GEOID18 height accuracy estimate available here.
 AQ1602
 AQ1602.Click photographs - Photos may exist for this station.
 AQ1602
 AQ1602.The dynamic height is computed by dividing the NAVD 88
 AQ1602.geopotential number by the normal gravity value computed on the
 AQ1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1602.degrees latitude (g = 980.6199 gals.).
 AQ1602
 AQ1602.The modeled gravity was interpolated from observed gravity values.
 AQ1602
 AQ1602;                    North         East    Units  Estimated Accuracy
 AQ1602;SPC FL E     -   565,830.      189,410.      MT  (+/- 180 meters Scaled)
 AQ1602
 AQ1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN894567(NAD 83)
 AQ1602
 AQ1602                          SUPERSEDED SURVEY CONTROL
 AQ1602
 AQ1602  NGVD 29 (??/??/92)    5.899  (m)           19.35   (f) ADJ UNCH    2 1
 AQ1602
 AQ1602.Superseded values are not recommended for survey control.
 AQ1602
 AQ1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1602.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1602
 AQ1602_MARKER: DD = SURVEY DISK
 AQ1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1602_STAMPING: 73 77 A03 RM NO 1
 AQ1602_MARK LOGO: FLDT
 AQ1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1602+STABILITY: SURFACE MOTION
 AQ1602
 AQ1602  HISTORY     - Date     Condition        Report By
 AQ1602  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1602  HISTORY     - 1990     GOOD             USPSQD
 AQ1602
 AQ1602                          STATION DESCRIPTION
 AQ1602
 AQ1602'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1602'32. MI SOUTH FROM FLAGLER BEACH.
 AQ1602'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1602'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3.2 MILES. THE
 AQ1602'MARK BEARS 37 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A, AND 23.2
 AQ1602'FEET SOUTH OF A POWER POLE.
 AQ1602
 AQ1602                          STATION RECOVERY (1990)
 AQ1602
 AQ1602'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1602'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1604 ***********************************************************************
 AQ1604  DESIGNATION -  73 77 A 03 RM 2
 AQ1604  PID         -  AQ1604
 AQ1604  STATE/COUNTY-  FL/FLAGLER
 AQ1604  COUNTRY     -  US
 AQ1604  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1604
 AQ1604                         *CURRENT SURVEY CONTROL
 AQ1604  ______________________________________________________________________
 AQ1604* NAD 83(1986) POSITION- 29 26 25.     (N) 081 06 33.     (W)   SCALED
 AQ1604* NAVD 88 ORTHO HEIGHT -     5.699 (meters)       18.70  (feet) ADJUSTED
 AQ1604  ______________________________________________________________________
 AQ1604  GEOID HEIGHT    -        -28.630 (meters)                     GEOID18
 AQ1604  DYNAMIC HEIGHT  -          5.692 (meters)       18.67  (feet) COMP
 AQ1604  MODELED GRAVITY -    979,287.0   (mgal)                       NAVD 88
 AQ1604
 AQ1604  VERT ORDER      -  SECOND    CLASS I
 AQ1604
 AQ1604.The horizontal coordinates were scaled from a map and have
 AQ1604.an estimated accuracy of +/- 6 seconds.
 AQ1604
 AQ1604.The orthometric height was determined by differential leveling and
 AQ1604.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1604.in June 1991.
 AQ1604
 AQ1604.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1604.GEOID18 height accuracy estimate available here.
 AQ1604
 AQ1604.Click photographs - Photos may exist for this station.
 AQ1604
 AQ1604.The dynamic height is computed by dividing the NAVD 88
 AQ1604.geopotential number by the normal gravity value computed on the
 AQ1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1604.degrees latitude (g = 980.6199 gals.).
 AQ1604
 AQ1604.The modeled gravity was interpolated from observed gravity values.
 AQ1604
 AQ1604;                    North         East    Units  Estimated Accuracy
 AQ1604;SPC FL E     -   565,830.      189,410.      MT  (+/- 180 meters Scaled)
 AQ1604
 AQ1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN894567(NAD 83)
 AQ1604
 AQ1604                          SUPERSEDED SURVEY CONTROL
 AQ1604
 AQ1604  NGVD 29 (??/??/92)    6.024  (m)           19.76   (f) ADJ UNCH    2 1
 AQ1604
 AQ1604.Superseded values are not recommended for survey control.
 AQ1604
 AQ1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1604.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1604
 AQ1604_MARKER: DD = SURVEY DISK
 AQ1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1604_STAMPING: 73 77 A03 RM NO 2
 AQ1604_MARK LOGO: FLDT
 AQ1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1604+STABILITY: SURFACE MOTION
 AQ1604
 AQ1604  HISTORY     - Date     Condition        Report By
 AQ1604  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1604
 AQ1604                          STATION DESCRIPTION
 AQ1604
 AQ1604'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1604'3.2 MI SOUTH FROM FLAGLER BEACH.
 AQ1604'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1604'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3.2 MILES. THE
 AQ1604'MARK BEARS 40.7 FEET NORTH OF A CONCRETE RIGHT OF WAY MARKER POST, AND
 AQ1604'38.5 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1607 ***********************************************************************
 AQ1607  DESIGNATION -  73 77 A 04
 AQ1607  PID         -  AQ1607
 AQ1607  STATE/COUNTY-  FL/FLAGLER
 AQ1607  COUNTRY     -  US
 AQ1607  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1607
 AQ1607                         *CURRENT SURVEY CONTROL
 AQ1607  ______________________________________________________________________
 AQ1607* NAD 83(1986) POSITION- 29 26 37.     (N) 081 06 35.     (W)   SCALED
 AQ1607* NAVD 88 ORTHO HEIGHT -     5.660 (meters)       18.57  (feet) ADJUSTED
 AQ1607  ______________________________________________________________________
 AQ1607  GEOID HEIGHT    -        -28.634 (meters)                     GEOID18
 AQ1607  DYNAMIC HEIGHT  -          5.652 (meters)       18.54  (feet) COMP
 AQ1607  MODELED GRAVITY -    979,287.1   (mgal)                       NAVD 88
 AQ1607
 AQ1607  VERT ORDER      -  SECOND    CLASS I
 AQ1607
 AQ1607.The horizontal coordinates were scaled from a map and have
 AQ1607.an estimated accuracy of +/- 6 seconds.
 AQ1607
 AQ1607.The orthometric height was determined by differential leveling and
 AQ1607.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1607.in June 1991.
 AQ1607
 AQ1607.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1607.GEOID18 height accuracy estimate available here.
 AQ1607
 AQ1607.Click photographs - Photos may exist for this station.
 AQ1607
 AQ1607.The dynamic height is computed by dividing the NAVD 88
 AQ1607.geopotential number by the normal gravity value computed on the
 AQ1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1607.degrees latitude (g = 980.6199 gals.).
 AQ1607
 AQ1607.The modeled gravity was interpolated from observed gravity values.
 AQ1607
 AQ1607;                    North         East    Units  Estimated Accuracy
 AQ1607;SPC FL E     -   566,200.      189,360.      MT  (+/- 180 meters Scaled)
 AQ1607
 AQ1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN893571(NAD 83)
 AQ1607
 AQ1607                          SUPERSEDED SURVEY CONTROL
 AQ1607
 AQ1607  NGVD 29 (??/??/92)    5.986  (m)           19.64   (f) ADJ UNCH    2 1
 AQ1607
 AQ1607.Superseded values are not recommended for survey control.
 AQ1607
 AQ1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1607.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1607
 AQ1607_MARKER: DD = SURVEY DISK
 AQ1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1607_STAMPING: 73 77 A04
 AQ1607_MARK LOGO: FLDT
 AQ1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1607+STABILITY: SURFACE MOTION
 AQ1607
 AQ1607  HISTORY     - Date     Condition        Report By
 AQ1607  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1607  HISTORY     - 1990     GOOD             USPSQD
 AQ1607
 AQ1607                          STATION DESCRIPTION
 AQ1607
 AQ1607'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1607'3 MI SOUTH FROM FLAGLER BEACH.
 AQ1607'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1607'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3 MILES. THE
 AQ1607'MARK BEARS ABOUT 300 FEET NORTH OF SNACK JACK RESTAURANT, AND 38 FEET
 AQ1607'EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1607
 AQ1607                          STATION RECOVERY (1990)
 AQ1607
 AQ1607'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1607'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1608 ***********************************************************************
 AQ1608  DESIGNATION -  73 77 A 04 RM 1
 AQ1608  PID         -  AQ1608
 AQ1608  STATE/COUNTY-  FL/FLAGLER
 AQ1608  COUNTRY     -  US
 AQ1608  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1608
 AQ1608                         *CURRENT SURVEY CONTROL
 AQ1608  ______________________________________________________________________
 AQ1608* NAD 83(1986) POSITION- 29 26 37.     (N) 081 06 36.     (W)   SCALED
 AQ1608* NAVD 88 ORTHO HEIGHT -     5.832 (meters)       19.13  (feet) ADJUSTED
 AQ1608  ______________________________________________________________________
 AQ1608  GEOID HEIGHT    -        -28.634 (meters)                     GEOID18
 AQ1608  DYNAMIC HEIGHT  -          5.824 (meters)       19.11  (feet) COMP
 AQ1608  MODELED GRAVITY -    979,287.1   (mgal)                       NAVD 88
 AQ1608
 AQ1608  VERT ORDER      -  SECOND    CLASS I
 AQ1608
 AQ1608.The horizontal coordinates were scaled from a map and have
 AQ1608.an estimated accuracy of +/- 6 seconds.
 AQ1608
 AQ1608.The orthometric height was determined by differential leveling and
 AQ1608.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1608.in June 1991.
 AQ1608
 AQ1608.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1608.GEOID18 height accuracy estimate available here.
 AQ1608
 AQ1608.Click photographs - Photos may exist for this station.
 AQ1608
 AQ1608.The dynamic height is computed by dividing the NAVD 88
 AQ1608.geopotential number by the normal gravity value computed on the
 AQ1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1608.degrees latitude (g = 980.6199 gals.).
 AQ1608
 AQ1608.The modeled gravity was interpolated from observed gravity values.
 AQ1608
 AQ1608;                    North         East    Units  Estimated Accuracy
 AQ1608;SPC FL E     -   566,200.      189,330.      MT  (+/- 180 meters Scaled)
 AQ1608
 AQ1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN893571(NAD 83)
 AQ1608
 AQ1608                          SUPERSEDED SURVEY CONTROL
 AQ1608
 AQ1608  NGVD 29 (??/??/92)    6.158  (m)           20.20   (f) ADJ UNCH    2 1
 AQ1608
 AQ1608.Superseded values are not recommended for survey control.
 AQ1608
 AQ1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1608.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1608
 AQ1608_MARKER: DD = SURVEY DISK
 AQ1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1608_STAMPING: 73 77 A04 RM NO 1
 AQ1608_MARK LOGO: FLDT
 AQ1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1608+STABILITY: SURFACE MOTION
 AQ1608
 AQ1608  HISTORY     - Date     Condition        Report By
 AQ1608  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1608  HISTORY     - 1990     GOOD             USPSQD
 AQ1608
 AQ1608                          STATION DESCRIPTION
 AQ1608
 AQ1608'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1608'3 MI SOUTH FROM FLAGLER BEACH.
 AQ1608'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1608'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3 MILES. THE
 AQ1608'MARK BEARS ABOUT 300 FEET NORTH OF SNACK JACK RESTAURANT, 91.6 FEET
 AQ1608'SOUTHEAST AND ACROSS THE ROAD FROM A TELEPHONE JUNCTION BOX, AND 36.6
 AQ1608'FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1608
 AQ1608                          STATION RECOVERY (1990)
 AQ1608
 AQ1608'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1608'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1606 ***********************************************************************
 AQ1606  DESIGNATION -  73 77 A 04 RM 2
 AQ1606  PID         -  AQ1606
 AQ1606  STATE/COUNTY-  FL/FLAGLER
 AQ1606  COUNTRY     -  US
 AQ1606  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1606
 AQ1606                         *CURRENT SURVEY CONTROL
 AQ1606  ______________________________________________________________________
 AQ1606* NAD 83(1986) POSITION- 29 26 37.     (N) 081 06 36.     (W)   SCALED
 AQ1606* NAVD 88 ORTHO HEIGHT -     5.363 (meters)       17.60  (feet) ADJUSTED
 AQ1606  ______________________________________________________________________
 AQ1606  GEOID HEIGHT    -        -28.634 (meters)                     GEOID18
 AQ1606  DYNAMIC HEIGHT  -          5.355 (meters)       17.57  (feet) COMP
 AQ1606  MODELED GRAVITY -    979,287.1   (mgal)                       NAVD 88
 AQ1606
 AQ1606  VERT ORDER      -  SECOND    CLASS I
 AQ1606
 AQ1606.The horizontal coordinates were scaled from a map and have
 AQ1606.an estimated accuracy of +/- 6 seconds.
 AQ1606
 AQ1606.The orthometric height was determined by differential leveling and
 AQ1606.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1606.in June 1991.
 AQ1606
 AQ1606.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1606.GEOID18 height accuracy estimate available here.
 AQ1606
 AQ1606.Click photographs - Photos may exist for this station.
 AQ1606
 AQ1606.The dynamic height is computed by dividing the NAVD 88
 AQ1606.geopotential number by the normal gravity value computed on the
 AQ1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1606.degrees latitude (g = 980.6199 gals.).
 AQ1606
 AQ1606.The modeled gravity was interpolated from observed gravity values.
 AQ1606
 AQ1606;                    North         East    Units  Estimated Accuracy
 AQ1606;SPC FL E     -   566,200.      189,330.      MT  (+/- 180 meters Scaled)
 AQ1606
 AQ1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN893571(NAD 83)
 AQ1606
 AQ1606                          SUPERSEDED SURVEY CONTROL
 AQ1606
 AQ1606  NGVD 29 (??/??/92)    5.689  (m)           18.66   (f) ADJ UNCH    2 1
 AQ1606
 AQ1606.Superseded values are not recommended for survey control.
 AQ1606
 AQ1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1606.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1606
 AQ1606_MARKER: DD = SURVEY DISK
 AQ1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1606_STAMPING: 73 77 A04 RM NO 2
 AQ1606_MARK LOGO: FLDT
 AQ1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1606+STABILITY: SURFACE MOTION
 AQ1606
 AQ1606  HISTORY     - Date     Condition        Report By
 AQ1606  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1606  HISTORY     - 1990     GOOD             USPSQD
 AQ1606
 AQ1606                          STATION DESCRIPTION
 AQ1606
 AQ1606'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1606'3 MI SOUTH FROM FLAGLER BEACH.
 AQ1606'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1606'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 3 MILES. THE
 AQ1606'MARK BEARS ABOUT 300 FEET NORTH OF SNACK JACK RESTAURANT AND 32.3 FEET
 AQ1606'EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1606
 AQ1606                          STATION RECOVERY (1990)
 AQ1606
 AQ1606'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1606'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1614 ***********************************************************************
 AQ1614  DESIGNATION -  73 77 A 05
 AQ1614  PID         -  AQ1614
 AQ1614  STATE/COUNTY-  FL/FLAGLER
 AQ1614  COUNTRY     -  US
 AQ1614  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1614
 AQ1614                         *CURRENT SURVEY CONTROL
 AQ1614  ______________________________________________________________________
 AQ1614* NAD 83(1986) POSITION- 29 27 10.     (N) 081 06 51.     (W)   SCALED
 AQ1614* NAVD 88 ORTHO HEIGHT -     5.406 (meters)       17.74  (feet) ADJUSTED
 AQ1614  ______________________________________________________________________
 AQ1614  GEOID HEIGHT    -        -28.642 (meters)                     GEOID18
 AQ1614  DYNAMIC HEIGHT  -          5.399 (meters)       17.71  (feet) COMP
 AQ1614  MODELED GRAVITY -    979,287.6   (mgal)                       NAVD 88
 AQ1614
 AQ1614  VERT ORDER      -  SECOND    CLASS I
 AQ1614
 AQ1614.The horizontal coordinates were scaled from a map and have
 AQ1614.an estimated accuracy of +/- 6 seconds.
 AQ1614
 AQ1614.The orthometric height was determined by differential leveling and
 AQ1614.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1614.in June 1991.
 AQ1614
 AQ1614.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1614.GEOID18 height accuracy estimate available here.
 AQ1614
 AQ1614.Click photographs - Photos may exist for this station.
 AQ1614
 AQ1614.The dynamic height is computed by dividing the NAVD 88
 AQ1614.geopotential number by the normal gravity value computed on the
 AQ1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1614.degrees latitude (g = 980.6199 gals.).
 AQ1614
 AQ1614.The modeled gravity was interpolated from observed gravity values.
 AQ1614
 AQ1614;                    North         East    Units  Estimated Accuracy
 AQ1614;SPC FL E     -   567,220.      188,930.      MT  (+/- 180 meters Scaled)
 AQ1614
 AQ1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN889581(NAD 83)
 AQ1614
 AQ1614                          SUPERSEDED SURVEY CONTROL
 AQ1614
 AQ1614  NGVD 29 (??/??/92)    5.735  (m)           18.82   (f) ADJ UNCH    2 1
 AQ1614
 AQ1614.Superseded values are not recommended for survey control.
 AQ1614
 AQ1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1614.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1614
 AQ1614_MARKER: DD = SURVEY DISK
 AQ1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1614_STAMPING: 73 77 A05
 AQ1614_MARK LOGO: FLDT
 AQ1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1614+STABILITY: SURFACE MOTION
 AQ1614
 AQ1614  HISTORY     - Date     Condition        Report By
 AQ1614  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1614
 AQ1614                          STATION DESCRIPTION
 AQ1614
 AQ1614'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1614'2.4 MI SOUTH FROM FLAGLER BEACH.
 AQ1614'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1614'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 2.4 MILES. THE
 AQ1614'MARK BEARS 80 FEET SOUTHEAST AND ACROSS THE ROAD FROM A WOODEN STREET
 AQ1614'LIGHT POLE, 46.2 FEET SOUTH OF A CONCRETE RIGHT OF WAY MARKER POST,
 AQ1614'AND 29.5 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1613 ***********************************************************************
 AQ1613  DESIGNATION -  73 77 A 05 RM 1
 AQ1613  PID         -  AQ1613
 AQ1613  STATE/COUNTY-  FL/FLAGLER
 AQ1613  COUNTRY     -  US
 AQ1613  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1613
 AQ1613                         *CURRENT SURVEY CONTROL
 AQ1613  ______________________________________________________________________
 AQ1613* NAD 83(1986) POSITION- 29 27 10.     (N) 081 06 51.     (W)   SCALED
 AQ1613* NAVD 88 ORTHO HEIGHT -     5.597 (meters)       18.36  (feet) ADJUSTED
 AQ1613  ______________________________________________________________________
 AQ1613  GEOID HEIGHT    -        -28.642 (meters)                     GEOID18
 AQ1613  DYNAMIC HEIGHT  -          5.590 (meters)       18.34  (feet) COMP
 AQ1613  MODELED GRAVITY -    979,287.6   (mgal)                       NAVD 88
 AQ1613
 AQ1613  VERT ORDER      -  SECOND    CLASS I
 AQ1613
 AQ1613.The horizontal coordinates were scaled from a map and have
 AQ1613.an estimated accuracy of +/- 6 seconds.
 AQ1613
 AQ1613.The orthometric height was determined by differential leveling and
 AQ1613.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1613.in June 1991.
 AQ1613
 AQ1613.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1613.GEOID18 height accuracy estimate available here.
 AQ1613
 AQ1613.Click photographs - Photos may exist for this station.
 AQ1613
 AQ1613.The dynamic height is computed by dividing the NAVD 88
 AQ1613.geopotential number by the normal gravity value computed on the
 AQ1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1613.degrees latitude (g = 980.6199 gals.).
 AQ1613
 AQ1613.The modeled gravity was interpolated from observed gravity values.
 AQ1613
 AQ1613;                    North         East    Units  Estimated Accuracy
 AQ1613;SPC FL E     -   567,220.      188,930.      MT  (+/- 180 meters Scaled)
 AQ1613
 AQ1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN889581(NAD 83)
 AQ1613
 AQ1613                          SUPERSEDED SURVEY CONTROL
 AQ1613
 AQ1613  NGVD 29 (??/??/92)    5.926  (m)           19.44   (f) ADJ UNCH    2 1
 AQ1613
 AQ1613.Superseded values are not recommended for survey control.
 AQ1613
 AQ1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1613.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1613
 AQ1613_MARKER: DD = SURVEY DISK
 AQ1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1613_STAMPING: 73 77 A05 RM NO 1
 AQ1613_MARK LOGO: FLDT
 AQ1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1613+STABILITY: SURFACE MOTION
 AQ1613
 AQ1613  HISTORY     - Date     Condition        Report By
 AQ1613  HISTORY     - 1972     MONUMENTED       FLDT
 AQ1613  HISTORY     - 1990     GOOD             USPSQD
 AQ1613
 AQ1613                          STATION DESCRIPTION
 AQ1613
 AQ1613'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1972
 AQ1613'2.4 MI SOUTH FROM FLAGLER BEACH.
 AQ1613'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1613'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 2.4 MILES. THE
 AQ1613'MARK BEARS 46 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1613
 AQ1613                          STATION RECOVERY (1990)
 AQ1613
 AQ1613'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1613'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1620 ***********************************************************************
 AQ1620  DESIGNATION -  73 77 A 06
 AQ1620  PID         -  AQ1620
 AQ1620  STATE/COUNTY-  FL/FLAGLER
 AQ1620  COUNTRY     -  US
 AQ1620  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1620
 AQ1620                         *CURRENT SURVEY CONTROL
 AQ1620  ______________________________________________________________________
 AQ1620* NAD 83(1986) POSITION- 29 27 43.     (N) 081 07 05.     (W)   SCALED
 AQ1620* NAVD 88 ORTHO HEIGHT -     5.218 (meters)       17.12  (feet) ADJUSTED
 AQ1620  ______________________________________________________________________
 AQ1620  GEOID HEIGHT    -        -28.651 (meters)                     GEOID18
 AQ1620  DYNAMIC HEIGHT  -          5.211 (meters)       17.10  (feet) COMP
 AQ1620  MODELED GRAVITY -    979,288.0   (mgal)                       NAVD 88
 AQ1620
 AQ1620  VERT ORDER      -  SECOND    CLASS I
 AQ1620
 AQ1620.The horizontal coordinates were scaled from a map and have
 AQ1620.an estimated accuracy of +/- 6 seconds.
 AQ1620
 AQ1620.The orthometric height was determined by differential leveling and
 AQ1620.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1620.in June 1991.
 AQ1620
 AQ1620.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1620.GEOID18 height accuracy estimate available here.
 AQ1620
 AQ1620.Click photographs - Photos may exist for this station.
 AQ1620
 AQ1620.The dynamic height is computed by dividing the NAVD 88
 AQ1620.geopotential number by the normal gravity value computed on the
 AQ1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1620.degrees latitude (g = 980.6199 gals.).
 AQ1620
 AQ1620.The modeled gravity was interpolated from observed gravity values.
 AQ1620
 AQ1620;                    North         East    Units  Estimated Accuracy
 AQ1620;SPC FL E     -   568,240.      188,550.      MT  (+/- 180 meters Scaled)
 AQ1620
 AQ1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN885591(NAD 83)
 AQ1620
 AQ1620                          SUPERSEDED SURVEY CONTROL
 AQ1620
 AQ1620  NGVD 29 (??/??/92)    5.543  (m)           18.19   (f) ADJ UNCH    2 1
 AQ1620
 AQ1620.Superseded values are not recommended for survey control.
 AQ1620
 AQ1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1620.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1620
 AQ1620_MARKER: DD = SURVEY DISK
 AQ1620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1620_STAMPING: 73 77 A06
 AQ1620_MARK LOGO: FLDT
 AQ1620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1620+STABILITY: SURFACE MOTION
 AQ1620
 AQ1620  HISTORY     - Date     Condition        Report By
 AQ1620  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1620  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1620
 AQ1620                          STATION DESCRIPTION
 AQ1620
 AQ1620'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1620'1.7 MI SOUTH FROM FLAGLER BEACH.
 AQ1620'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1620'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR1.7 MILES TO THE
 AQ1620'INTERSECTION OF 19TH STREET. THE MARK BEARS 74 FEET SOUTHEAST AND
 AQ1620'ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A CONCRETE BLOCK HOUSE,
 AQ1620'AND 24.2 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1620
 AQ1620                          STATION RECOVERY (1990)
 AQ1620
 AQ1620'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1620'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1621 ***********************************************************************
 AQ1621  DESIGNATION -  73 77 A 06 RM 1
 AQ1621  PID         -  AQ1621
 AQ1621  STATE/COUNTY-  FL/FLAGLER
 AQ1621  COUNTRY     -  US
 AQ1621  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1621
 AQ1621                         *CURRENT SURVEY CONTROL
 AQ1621  ______________________________________________________________________
 AQ1621* NAD 83(1986) POSITION- 29 27 43.     (N) 081 07 05.     (W)   SCALED
 AQ1621* NAVD 88 ORTHO HEIGHT -     5.579 (meters)       18.30  (feet) ADJUSTED
 AQ1621  ______________________________________________________________________
 AQ1621  GEOID HEIGHT    -        -28.651 (meters)                     GEOID18
 AQ1621  DYNAMIC HEIGHT  -          5.572 (meters)       18.28  (feet) COMP
 AQ1621  MODELED GRAVITY -    979,288.0   (mgal)                       NAVD 88
 AQ1621
 AQ1621  VERT ORDER      -  SECOND    CLASS I
 AQ1621
 AQ1621.The horizontal coordinates were scaled from a map and have
 AQ1621.an estimated accuracy of +/- 6 seconds.
 AQ1621
 AQ1621.The orthometric height was determined by differential leveling and
 AQ1621.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1621.in June 1991.
 AQ1621
 AQ1621.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1621.GEOID18 height accuracy estimate available here.
 AQ1621
 AQ1621.Click photographs - Photos may exist for this station.
 AQ1621
 AQ1621.The dynamic height is computed by dividing the NAVD 88
 AQ1621.geopotential number by the normal gravity value computed on the
 AQ1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1621.degrees latitude (g = 980.6199 gals.).
 AQ1621
 AQ1621.The modeled gravity was interpolated from observed gravity values.
 AQ1621
 AQ1621;                    North         East    Units  Estimated Accuracy
 AQ1621;SPC FL E     -   568,240.      188,550.      MT  (+/- 180 meters Scaled)
 AQ1621
 AQ1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN885591(NAD 83)
 AQ1621
 AQ1621                          SUPERSEDED SURVEY CONTROL
 AQ1621
 AQ1621  NGVD 29 (??/??/92)    5.904  (m)           19.37   (f) ADJ UNCH    2 1
 AQ1621
 AQ1621.Superseded values are not recommended for survey control.
 AQ1621
 AQ1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1621.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1621
 AQ1621_MARKER: DD = SURVEY DISK
 AQ1621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1621_STAMPING: 73 77 A06 RM NO 1
 AQ1621_MARK LOGO: FLDT
 AQ1621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1621+STABILITY: SURFACE MOTION
 AQ1621
 AQ1621  HISTORY     - Date     Condition        Report By
 AQ1621  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1621  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1621
 AQ1621                          STATION DESCRIPTION
 AQ1621
 AQ1621'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1621'1.7 MI SOUTH FROM FLAGLER BEACH.
 AQ1621'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1621'FLAGLER BEACH, PROCEED 1.7 MILES TO THE INTERSECTION OF 19TH STREET.
 AQ1621'THE MARK BEARS 62.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 AQ1621'INTERSECTION, AND 32.3 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1621
 AQ1621                          STATION RECOVERY (1990)
 AQ1621
 AQ1621'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1621'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1619 ***********************************************************************
 AQ1619  DESIGNATION -  73 77 A 06 RM 2
 AQ1619  PID         -  AQ1619
 AQ1619  STATE/COUNTY-  FL/FLAGLER
 AQ1619  COUNTRY     -  US
 AQ1619  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1619
 AQ1619                         *CURRENT SURVEY CONTROL
 AQ1619  ______________________________________________________________________
 AQ1619* NAD 83(1986) POSITION- 29 27 43.     (N) 081 07 05.     (W)   SCALED
 AQ1619* NAVD 88 ORTHO HEIGHT -     5.715 (meters)       18.75  (feet) ADJUSTED
 AQ1619  ______________________________________________________________________
 AQ1619  GEOID HEIGHT    -        -28.651 (meters)                     GEOID18
 AQ1619  DYNAMIC HEIGHT  -          5.708 (meters)       18.73  (feet) COMP
 AQ1619  MODELED GRAVITY -    979,288.0   (mgal)                       NAVD 88
 AQ1619
 AQ1619  VERT ORDER      -  SECOND    CLASS I
 AQ1619
 AQ1619.The horizontal coordinates were scaled from a map and have
 AQ1619.an estimated accuracy of +/- 6 seconds.
 AQ1619
 AQ1619.The orthometric height was determined by differential leveling and
 AQ1619.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1619.in June 1991.
 AQ1619
 AQ1619.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1619.GEOID18 height accuracy estimate available here.
 AQ1619
 AQ1619.Click photographs - Photos may exist for this station.
 AQ1619
 AQ1619.The dynamic height is computed by dividing the NAVD 88
 AQ1619.geopotential number by the normal gravity value computed on the
 AQ1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1619.degrees latitude (g = 980.6199 gals.).
 AQ1619
 AQ1619.The modeled gravity was interpolated from observed gravity values.
 AQ1619
 AQ1619;                    North         East    Units  Estimated Accuracy
 AQ1619;SPC FL E     -   568,240.      188,550.      MT  (+/- 180 meters Scaled)
 AQ1619
 AQ1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN885591(NAD 83)
 AQ1619
 AQ1619                          SUPERSEDED SURVEY CONTROL
 AQ1619
 AQ1619  NGVD 29 (??/??/92)    6.040  (m)           19.82   (f) ADJ UNCH    2 1
 AQ1619
 AQ1619.Superseded values are not recommended for survey control.
 AQ1619
 AQ1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1619.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1619
 AQ1619_MARKER: DD = SURVEY DISK
 AQ1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1619_STAMPING: 73 77 A06 RM NO 2
 AQ1619_MARK LOGO: FLDT
 AQ1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1619+STABILITY: SURFACE MOTION
 AQ1619
 AQ1619  HISTORY     - Date     Condition        Report By
 AQ1619  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1619  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1619
 AQ1619                          STATION DESCRIPTION
 AQ1619
 AQ1619'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1619'1.7 MI SOUTH FROM FLAGLER BEACH.
 AQ1619'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1619'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 1.7 MILES TO
 AQ1619'THE INTERSECTION OF 19TH STREET. THE MARK BEARS 59 FEET SOUTHEAST OF
 AQ1619'THE CENTERLINE OF THE INTERSECTION ,AND 30.6 FEET EAST OF THE CENTER
 AQ1619'LINE OF STATE ROAD A1A.
 AQ1619
 AQ1619                          STATION RECOVERY (1990)
 AQ1619
 AQ1619'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1619'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1627 ***********************************************************************
 AQ1627  DESIGNATION -  73 77 A 07
 AQ1627  PID         -  AQ1627
 AQ1627  STATE/COUNTY-  FL/FLAGLER
 AQ1627  COUNTRY     -  US
 AQ1627  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1627
 AQ1627                         *CURRENT SURVEY CONTROL
 AQ1627  ______________________________________________________________________
 AQ1627* NAD 83(1986) POSITION- 29 28 15.     (N) 081 07 21.     (W)   SCALED
 AQ1627* NAVD 88 ORTHO HEIGHT -     5.582 (meters)       18.31  (feet) ADJUSTED
 AQ1627  ______________________________________________________________________
 AQ1627  GEOID HEIGHT    -        -28.659 (meters)                     GEOID18
 AQ1627  DYNAMIC HEIGHT  -          5.575 (meters)       18.29  (feet) COMP
 AQ1627  MODELED GRAVITY -    979,288.4   (mgal)                       NAVD 88
 AQ1627
 AQ1627  VERT ORDER      -  SECOND    CLASS I
 AQ1627
 AQ1627.The horizontal coordinates were scaled from a map and have
 AQ1627.an estimated accuracy of +/- 6 seconds.
 AQ1627
 AQ1627.The orthometric height was determined by differential leveling and
 AQ1627.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1627.in June 1991.
 AQ1627
 AQ1627.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1627.GEOID18 height accuracy estimate available here.
 AQ1627
 AQ1627.Click photographs - Photos may exist for this station.
 AQ1627
 AQ1627.The dynamic height is computed by dividing the NAVD 88
 AQ1627.geopotential number by the normal gravity value computed on the
 AQ1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1627.degrees latitude (g = 980.6199 gals.).
 AQ1627
 AQ1627.The modeled gravity was interpolated from observed gravity values.
 AQ1627
 AQ1627;                    North         East    Units  Estimated Accuracy
 AQ1627;SPC FL E     -   569,220.      188,120.      MT  (+/- 180 meters Scaled)
 AQ1627
 AQ1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN881601(NAD 83)
 AQ1627
 AQ1627                          SUPERSEDED SURVEY CONTROL
 AQ1627
 AQ1627  NGVD 29 (??/??/92)    5.905  (m)           19.37   (f) ADJ UNCH    2 1
 AQ1627
 AQ1627.Superseded values are not recommended for survey control.
 AQ1627
 AQ1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1627.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1627
 AQ1627_MARKER: DD = SURVEY DISK
 AQ1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1627_STAMPING: 73 77 A07
 AQ1627_MARK LOGO: FLDT
 AQ1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1627+STABILITY: SURFACE MOTION
 AQ1627
 AQ1627  HISTORY     - Date     Condition        Report By
 AQ1627  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1627  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1627
 AQ1627                          STATION DESCRIPTION
 AQ1627
 AQ1627'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1627'FLAGLER BEACH.
 AQ1627'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1627'INTERSECTION OF 14TH STREET. THE MARK BEARS 102 FEET NORTH OF THE
 AQ1627'CENTERLINE OF THE INTERSECTION, 59 FEET EAST AND ACROSS ROAD FROM A
 AQ1627'TELEPHONE JUNCTION BOX AND 21.9 FEET EAST OF THE CENTERLINE OF STATE
 AQ1627'ROAD A1A.
 AQ1627
 AQ1627                          STATION RECOVERY (1990)
 AQ1627
 AQ1627'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1627'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1628 ***********************************************************************
 AQ1628  DESIGNATION -  73 77 A 07 RM 1
 AQ1628  PID         -  AQ1628
 AQ1628  STATE/COUNTY-  FL/FLAGLER
 AQ1628  COUNTRY     -  US
 AQ1628  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1628
 AQ1628                         *CURRENT SURVEY CONTROL
 AQ1628  ______________________________________________________________________
 AQ1628* NAD 83(1986) POSITION- 29 28 15.     (N) 081 07 21.     (W)   SCALED
 AQ1628* NAVD 88 ORTHO HEIGHT -     5.462 (meters)       17.92  (feet) ADJUSTED
 AQ1628  ______________________________________________________________________
 AQ1628  GEOID HEIGHT    -        -28.659 (meters)                     GEOID18
 AQ1628  DYNAMIC HEIGHT  -          5.455 (meters)       17.90  (feet) COMP
 AQ1628  MODELED GRAVITY -    979,288.4   (mgal)                       NAVD 88
 AQ1628
 AQ1628  VERT ORDER      -  SECOND    CLASS I
 AQ1628
 AQ1628.The horizontal coordinates were scaled from a map and have
 AQ1628.an estimated accuracy of +/- 6 seconds.
 AQ1628
 AQ1628.The orthometric height was determined by differential leveling and
 AQ1628.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1628.in June 1991.
 AQ1628
 AQ1628.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1628.GEOID18 height accuracy estimate available here.
 AQ1628
 AQ1628.Click photographs - Photos may exist for this station.
 AQ1628
 AQ1628.The dynamic height is computed by dividing the NAVD 88
 AQ1628.geopotential number by the normal gravity value computed on the
 AQ1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1628.degrees latitude (g = 980.6199 gals.).
 AQ1628
 AQ1628.The modeled gravity was interpolated from observed gravity values.
 AQ1628
 AQ1628;                    North         East    Units  Estimated Accuracy
 AQ1628;SPC FL E     -   569,220.      188,120.      MT  (+/- 180 meters Scaled)
 AQ1628
 AQ1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN881601(NAD 83)
 AQ1628
 AQ1628                          SUPERSEDED SURVEY CONTROL
 AQ1628
 AQ1628  NGVD 29 (??/??/92)    5.784  (m)           18.98   (f) ADJ UNCH    2 1
 AQ1628
 AQ1628.Superseded values are not recommended for survey control.
 AQ1628
 AQ1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1628.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1628
 AQ1628_MARKER: DD = SURVEY DISK
 AQ1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1628_STAMPING: 73 77 A07 RM NO 1
 AQ1628_MARK LOGO: FLDT
 AQ1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1628+STABILITY: SURFACE MOTION
 AQ1628
 AQ1628  HISTORY     - Date     Condition        Report By
 AQ1628  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1628  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1628
 AQ1628                          STATION DESCRIPTION
 AQ1628
 AQ1628'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1628'FLAGLER BEACH.
 AQ1628'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1628'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1628'INTERSECTION OF 14TH STREET. THE MARK BEARS 54.9 FEET NORTHEAST ACROSS
 AQ1628'ROAD FROM A TELEPHONE JUNCTION BOX, AND 22 FEET EAST OF THE CENTERLINE
 AQ1628'OF STATE ROAD A1A.
 AQ1628
 AQ1628                          STATION RECOVERY (1990)
 AQ1628
 AQ1628'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1628'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1626 ***********************************************************************
 AQ1626  DESIGNATION -  73 77 A 07 RM 2
 AQ1626  PID         -  AQ1626
 AQ1626  STATE/COUNTY-  FL/FLAGLER
 AQ1626  COUNTRY     -  US
 AQ1626  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1626
 AQ1626                         *CURRENT SURVEY CONTROL
 AQ1626  ______________________________________________________________________
 AQ1626* NAD 83(1986) POSITION- 29 28 15.     (N) 081 07 21.     (W)   SCALED
 AQ1626* NAVD 88 ORTHO HEIGHT -     5.363 (meters)       17.60  (feet) ADJUSTED
 AQ1626  ______________________________________________________________________
 AQ1626  GEOID HEIGHT    -        -28.659 (meters)                     GEOID18
 AQ1626  DYNAMIC HEIGHT  -          5.356 (meters)       17.57  (feet) COMP
 AQ1626  MODELED GRAVITY -    979,288.4   (mgal)                       NAVD 88
 AQ1626
 AQ1626  VERT ORDER      -  SECOND    CLASS I
 AQ1626
 AQ1626.The horizontal coordinates were scaled from a map and have
 AQ1626.an estimated accuracy of +/- 6 seconds.
 AQ1626
 AQ1626.The orthometric height was determined by differential leveling and
 AQ1626.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1626.in June 1991.
 AQ1626
 AQ1626.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1626.GEOID18 height accuracy estimate available here.
 AQ1626
 AQ1626.Click photographs - Photos may exist for this station.
 AQ1626
 AQ1626.The dynamic height is computed by dividing the NAVD 88
 AQ1626.geopotential number by the normal gravity value computed on the
 AQ1626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1626.degrees latitude (g = 980.6199 gals.).
 AQ1626
 AQ1626.The modeled gravity was interpolated from observed gravity values.
 AQ1626
 AQ1626;                    North         East    Units  Estimated Accuracy
 AQ1626;SPC FL E     -   569,220.      188,120.      MT  (+/- 180 meters Scaled)
 AQ1626
 AQ1626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN881601(NAD 83)
 AQ1626
 AQ1626                          SUPERSEDED SURVEY CONTROL
 AQ1626
 AQ1626  NGVD 29 (??/??/92)    5.685  (m)           18.65   (f) ADJ UNCH    2 1
 AQ1626
 AQ1626.Superseded values are not recommended for survey control.
 AQ1626
 AQ1626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1626.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1626
 AQ1626_MARKER: DD = SURVEY DISK
 AQ1626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1626_STAMPING: 73 77 A07 RM NO 2
 AQ1626_MARK LOGO: FLDT
 AQ1626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1626+STABILITY: SURFACE MOTION
 AQ1626
 AQ1626  HISTORY     - Date     Condition        Report By
 AQ1626  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1626  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1626
 AQ1626                          STATION DESCRIPTION
 AQ1626
 AQ1626'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1626'FLAGLER BEACH.
 AQ1626'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1626'FLAGLER BEACH, PROCEED SOUTHERLY ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1626'INTERSECTION OF 14TH STREET. THE MARK BEARS 52 FEET NORTHEAST OF THE
 AQ1626'CENTERLINE OF THE INTERSECTION ,AND 19 FEET EAST OF THE CENTERLINE OF
 AQ1626'STATE ROAD A1A.
 AQ1626
 AQ1626                          STATION RECOVERY (1990)
 AQ1626
 AQ1626'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1626'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1634 ***********************************************************************
 AQ1634  DESIGNATION -  73 77 A 08
 AQ1634  PID         -  AQ1634
 AQ1634  STATE/COUNTY-  FL/FLAGLER
 AQ1634  COUNTRY     -  US
 AQ1634  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 AQ1634
 AQ1634                         *CURRENT SURVEY CONTROL
 AQ1634  ______________________________________________________________________
 AQ1634* NAD 83(1986) POSITION- 29 28 51.     (N) 081 07 38.     (W)   SCALED
 AQ1634* NAVD 88 ORTHO HEIGHT -     5.045 (meters)       16.55  (feet) ADJUSTED
 AQ1634  ______________________________________________________________________
 AQ1634  GEOID HEIGHT    -        -28.670 (meters)                     GEOID18
 AQ1634  DYNAMIC HEIGHT  -          5.038 (meters)       16.53  (feet) COMP
 AQ1634  MODELED GRAVITY -    979,288.8   (mgal)                       NAVD 88
 AQ1634
 AQ1634  VERT ORDER      -  SECOND    CLASS I
 AQ1634
 AQ1634.The horizontal coordinates were scaled from a map and have
 AQ1634.an estimated accuracy of +/- 6 seconds.
 AQ1634
 AQ1634.The orthometric height was determined by differential leveling and
 AQ1634.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1634.in June 1991.
 AQ1634
 AQ1634.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1634.GEOID18 height accuracy estimate available here.
 AQ1634
 AQ1634.Click photographs - Photos may exist for this station.
 AQ1634
 AQ1634.The dynamic height is computed by dividing the NAVD 88
 AQ1634.geopotential number by the normal gravity value computed on the
 AQ1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1634.degrees latitude (g = 980.6199 gals.).
 AQ1634
 AQ1634.The modeled gravity was interpolated from observed gravity values.
 AQ1634
 AQ1634;                    North         East    Units  Estimated Accuracy
 AQ1634;SPC FL E     -   570,330.      187,660.      MT  (+/- 180 meters Scaled)
 AQ1634
 AQ1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN876612(NAD 83)
 AQ1634
 AQ1634                          SUPERSEDED SURVEY CONTROL
 AQ1634
 AQ1634  NGVD 29 (??/??/92)    5.363  (m)           17.60   (f) ADJ UNCH    2 1
 AQ1634
 AQ1634.Superseded values are not recommended for survey control.
 AQ1634
 AQ1634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1634.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1634
 AQ1634_MARKER: DD = SURVEY DISK
 AQ1634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1634_STAMPING: 73 77 A08
 AQ1634_MARK LOGO: FLDT
 AQ1634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1634+STABILITY: SURFACE MOTION
 AQ1634
 AQ1634  HISTORY     - Date     Condition        Report By
 AQ1634  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1634
 AQ1634                          STATION DESCRIPTION
 AQ1634
 AQ1634'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1634'FLAGLER BEACH.
 AQ1634'THE MARK IS AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100
 AQ1634'AT FLAGLER BEACH, AND BEARS 43.3 FEET SOUTHEAST OF THE CENTERLINE OF
 AQ1634'THE INTERSECTION, 30.6 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD
 AQ1634'A1A, AND 18.6 FEET NORTHWEST OF A CONCRETE STREETLIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1635 ***********************************************************************
 AQ1635  DESIGNATION -  73 77 A 08 RM 1
 AQ1635  PID         -  AQ1635
 AQ1635  STATE/COUNTY-  FL/FLAGLER
 AQ1635  COUNTRY     -  US
 AQ1635  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 AQ1635
 AQ1635                         *CURRENT SURVEY CONTROL
 AQ1635  ______________________________________________________________________
 AQ1635* NAD 83(1986) POSITION- 29 28 51.     (N) 081 07 38.     (W)   SCALED
 AQ1635* NAVD 88 ORTHO HEIGHT -     5.318 (meters)       17.45  (feet) ADJUSTED
 AQ1635  ______________________________________________________________________
 AQ1635  GEOID HEIGHT    -        -28.670 (meters)                     GEOID18
 AQ1635  DYNAMIC HEIGHT  -          5.311 (meters)       17.42  (feet) COMP
 AQ1635  MODELED GRAVITY -    979,288.8   (mgal)                       NAVD 88
 AQ1635
 AQ1635  VERT ORDER      -  SECOND    CLASS I
 AQ1635
 AQ1635.The horizontal coordinates were scaled from a map and have
 AQ1635.an estimated accuracy of +/- 6 seconds.
 AQ1635
 AQ1635.The orthometric height was determined by differential leveling and
 AQ1635.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1635.in June 1991.
 AQ1635
 AQ1635.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1635.GEOID18 height accuracy estimate available here.
 AQ1635
 AQ1635.Click photographs - Photos may exist for this station.
 AQ1635
 AQ1635.The dynamic height is computed by dividing the NAVD 88
 AQ1635.geopotential number by the normal gravity value computed on the
 AQ1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1635.degrees latitude (g = 980.6199 gals.).
 AQ1635
 AQ1635.The modeled gravity was interpolated from observed gravity values.
 AQ1635
 AQ1635;                    North         East    Units  Estimated Accuracy
 AQ1635;SPC FL E     -   570,330.      187,660.      MT  (+/- 180 meters Scaled)
 AQ1635
 AQ1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN876612(NAD 83)
 AQ1635
 AQ1635                          SUPERSEDED SURVEY CONTROL
 AQ1635
 AQ1635  NGVD 29 (??/??/92)    5.637  (m)           18.49   (f) ADJ UNCH    2 1
 AQ1635
 AQ1635.Superseded values are not recommended for survey control.
 AQ1635
 AQ1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1635.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1635
 AQ1635_MARKER: DD = SURVEY DISK
 AQ1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1635_STAMPING: 73 77 A08 RM NO 1
 AQ1635_MARK LOGO: FLDT
 AQ1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1635+STABILITY: SURFACE MOTION
 AQ1635
 AQ1635  HISTORY     - Date     Condition        Report By
 AQ1635  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1635
 AQ1635                          STATION DESCRIPTION
 AQ1635
 AQ1635'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1635'FLAGLER BEACH.
 AQ1635'THE MARK IS AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100
 AQ1635'AT FLAGLER BEACH, AND BEARS 47.3 FEET NORTHEAST OF THE CENTERLINE OF
 AQ1635'STATE ROAD A1A, 32.8 FEET SOUTHEAST OF A CONCRETE POWER LINE BRACE
 AQ1635'POLE, AND 1.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A WOODEN DECK
 AQ1635'FOR A PICNIC TABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1633 ***********************************************************************
 AQ1633  DESIGNATION -  73 77 A 08 RM 2
 AQ1633  PID         -  AQ1633
 AQ1633  STATE/COUNTY-  FL/FLAGLER
 AQ1633  COUNTRY     -  US
 AQ1633  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 AQ1633
 AQ1633                         *CURRENT SURVEY CONTROL
 AQ1633  ______________________________________________________________________
 AQ1633* NAD 83(1986) POSITION- 29 28 51.     (N) 081 07 38.     (W)   SCALED
 AQ1633* NAVD 88 ORTHO HEIGHT -     5.212 (meters)       17.10  (feet) ADJUSTED
 AQ1633  ______________________________________________________________________
 AQ1633  GEOID HEIGHT    -        -28.670 (meters)                     GEOID18
 AQ1633  DYNAMIC HEIGHT  -          5.205 (meters)       17.08  (feet) COMP
 AQ1633  MODELED GRAVITY -    979,288.8   (mgal)                       NAVD 88
 AQ1633
 AQ1633  VERT ORDER      -  SECOND    CLASS I
 AQ1633
 AQ1633.The horizontal coordinates were scaled from a map and have
 AQ1633.an estimated accuracy of +/- 6 seconds.
 AQ1633
 AQ1633.The orthometric height was determined by differential leveling and
 AQ1633.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1633.in June 1991.
 AQ1633
 AQ1633.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1633.GEOID18 height accuracy estimate available here.
 AQ1633
 AQ1633.Click photographs - Photos may exist for this station.
 AQ1633
 AQ1633.The dynamic height is computed by dividing the NAVD 88
 AQ1633.geopotential number by the normal gravity value computed on the
 AQ1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1633.degrees latitude (g = 980.6199 gals.).
 AQ1633
 AQ1633.The modeled gravity was interpolated from observed gravity values.
 AQ1633
 AQ1633;                    North         East    Units  Estimated Accuracy
 AQ1633;SPC FL E     -   570,330.      187,660.      MT  (+/- 180 meters Scaled)
 AQ1633
 AQ1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN876612(NAD 83)
 AQ1633
 AQ1633                          SUPERSEDED SURVEY CONTROL
 AQ1633
 AQ1633  NGVD 29 (??/??/92)    5.530  (m)           18.14   (f) ADJ UNCH    2 1
 AQ1633
 AQ1633.Superseded values are not recommended for survey control.
 AQ1633
 AQ1633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1633.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1633
 AQ1633_MARKER: DD = SURVEY DISK
 AQ1633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1633_STAMPING: 73 77 A08-2
 AQ1633_MARK LOGO: FLDEP
 AQ1633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1633+STABILITY: SURFACE MOTION
 AQ1633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1633+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2025
 AQ1633
 AQ1633  HISTORY     - Date     Condition        Report By
 AQ1633  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1633  HISTORY     - 20251216 GOOD             USACEJ
 AQ1633
 AQ1633                          STATION DESCRIPTION
 AQ1633
 AQ1633'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1633'FLAGLER BEACH.
 AQ1633'THE MARK IS AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100
 AQ1633'AT FLAGLER BEACH, AND BEARS 118 FEET NORTH NORTHWEST OF THE NORTH
 AQ1633'EDGE OF THE CONCRETE FLOOR FOR SEVERAL PICNIC TABLES, 60.0 FEET
 AQ1633'NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A, AND 38.4 FEET SOUTHEAST
 AQ1633'OF A CONCRETE STREETLIGHT POLE.
 AQ1633
 AQ1633                          STATION RECOVERY (2025)
 AQ1633
 AQ1633'RECOVERY NOTE BY USACE JACKSONVILLE DISTRICT 2025 (RK)
 AQ1633'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1640 ***********************************************************************
 AQ1640  DESIGNATION -  73 77 A 09
 AQ1640  PID         -  AQ1640
 AQ1640  STATE/COUNTY-  FL/FLAGLER
 AQ1640  COUNTRY     -  US
 AQ1640  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 AQ1640
 AQ1640                         *CURRENT SURVEY CONTROL
 AQ1640  ______________________________________________________________________
 AQ1640* NAD 83(1986) POSITION- 29 29 20.     (N) 081 07 53.     (W)   SCALED
 AQ1640* NAVD 88 ORTHO HEIGHT -     6.315 (meters)       20.72  (feet) ADJUSTED
 AQ1640  ______________________________________________________________________
 AQ1640  GEOID HEIGHT    -        -28.678 (meters)                     GEOID18
 AQ1640  DYNAMIC HEIGHT  -          6.306 (meters)       20.69  (feet) COMP
 AQ1640  MODELED GRAVITY -    979,289.1   (mgal)                       NAVD 88
 AQ1640
 AQ1640  VERT ORDER      -  SECOND    CLASS I
 AQ1640
 AQ1640.The horizontal coordinates were scaled from a map and have
 AQ1640.an estimated accuracy of +/- 6 seconds.
 AQ1640
 AQ1640.The orthometric height was determined by differential leveling and
 AQ1640.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1640.in June 1991.
 AQ1640
 AQ1640.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1640.GEOID18 height accuracy estimate available here.
 AQ1640
 AQ1640.Click photographs - Photos may exist for this station.
 AQ1640
 AQ1640.The dynamic height is computed by dividing the NAVD 88
 AQ1640.geopotential number by the normal gravity value computed on the
 AQ1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1640.degrees latitude (g = 980.6199 gals.).
 AQ1640
 AQ1640.The modeled gravity was interpolated from observed gravity values.
 AQ1640
 AQ1640;                    North         East    Units  Estimated Accuracy
 AQ1640;SPC FL E     -   571,220.      187,260.      MT  (+/- 180 meters Scaled)
 AQ1640
 AQ1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN872621(NAD 83)
 AQ1640
 AQ1640                          SUPERSEDED SURVEY CONTROL
 AQ1640
 AQ1640  NGVD 29 (??/??/92)    6.632  (m)           21.76   (f) ADJ UNCH    2 1
 AQ1640
 AQ1640.Superseded values are not recommended for survey control.
 AQ1640
 AQ1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1640.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1640
 AQ1640_MARKER: DD = SURVEY DISK
 AQ1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1640_STAMPING: 73 77 A09
 AQ1640_MARK LOGO: FLDT
 AQ1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1640+STABILITY: SURFACE MOTION
 AQ1640
 AQ1640  HISTORY     - Date     Condition        Report By
 AQ1640  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1640  HISTORY     - 1990     GOOD             USPSQD
 AQ1640
 AQ1640                          STATION DESCRIPTION
 AQ1640
 AQ1640'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1640'FLAGLER BEACH.
 AQ1640'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1640'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 0.6 MILE TO THE
 AQ1640'INTERSECTION OF 11TH STREET. THE MARK BEARS 111 FEET NORTHWEST OF THE
 AQ1640'CENTERLINE OF 11TH STREET, 110 FEET SOUTHEAST OF A POWER POLE, AND
 AQ1640'19.5 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1640
 AQ1640                          STATION RECOVERY (1990)
 AQ1640
 AQ1640'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1640'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1639 ***********************************************************************
 AQ1639  DESIGNATION -  73 77 A 09 RM 1
 AQ1639  PID         -  AQ1639
 AQ1639  STATE/COUNTY-  FL/FLAGLER
 AQ1639  COUNTRY     -  US
 AQ1639  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 AQ1639
 AQ1639                         *CURRENT SURVEY CONTROL
 AQ1639  ______________________________________________________________________
 AQ1639* NAD 83(1986) POSITION- 29 29 20.     (N) 081 07 53.     (W)   SCALED
 AQ1639* NAVD 88 ORTHO HEIGHT -     6.121 (meters)       20.08  (feet) ADJUSTED
 AQ1639  ______________________________________________________________________
 AQ1639  GEOID HEIGHT    -        -28.678 (meters)                     GEOID18
 AQ1639  DYNAMIC HEIGHT  -          6.112 (meters)       20.05  (feet) COMP
 AQ1639  MODELED GRAVITY -    979,289.1   (mgal)                       NAVD 88
 AQ1639
 AQ1639  VERT ORDER      -  SECOND    CLASS I
 AQ1639
 AQ1639.The horizontal coordinates were scaled from a map and have
 AQ1639.an estimated accuracy of +/- 6 seconds.
 AQ1639
 AQ1639.The orthometric height was determined by differential leveling and
 AQ1639.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1639.in June 1991.
 AQ1639
 AQ1639.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1639.GEOID18 height accuracy estimate available here.
 AQ1639
 AQ1639.Click photographs - Photos may exist for this station.
 AQ1639
 AQ1639.The dynamic height is computed by dividing the NAVD 88
 AQ1639.geopotential number by the normal gravity value computed on the
 AQ1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1639.degrees latitude (g = 980.6199 gals.).
 AQ1639
 AQ1639.The modeled gravity was interpolated from observed gravity values.
 AQ1639
 AQ1639;                    North         East    Units  Estimated Accuracy
 AQ1639;SPC FL E     -   571,220.      187,260.      MT  (+/- 180 meters Scaled)
 AQ1639
 AQ1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN872621(NAD 83)
 AQ1639
 AQ1639                          SUPERSEDED SURVEY CONTROL
 AQ1639
 AQ1639  NGVD 29 (??/??/92)    6.438  (m)           21.12   (f) ADJ UNCH    2 1
 AQ1639
 AQ1639.Superseded values are not recommended for survey control.
 AQ1639
 AQ1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1639.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1639
 AQ1639_MARKER: DD = SURVEY DISK
 AQ1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1639_STAMPING: 73 77 A09 RM NO 1
 AQ1639_MARK LOGO: FLDT
 AQ1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1639+STABILITY: SURFACE MOTION
 AQ1639
 AQ1639  HISTORY     - Date     Condition        Report By
 AQ1639  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1639  HISTORY     - 1990     GOOD             USPSQD
 AQ1639
 AQ1639                          STATION DESCRIPTION
 AQ1639
 AQ1639'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1639'FLAGLER BEACH.
 AQ1639'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1639'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 0.6 MILE TO THE
 AQ1639'INTERSECTION OF 11TH STREET. THE MARK BEARS 77.4 FEET NORTHWEST OF THE
 AQ1639'CENTERLINE OF 11TH STREET, AND 46.2 FEET SOUTHWEST OF THE CENTERLINE
 AQ1639'OF STATE ROAD A1A.
 AQ1639
 AQ1639                          STATION RECOVERY (1990)
 AQ1639
 AQ1639'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1639'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1641 ***********************************************************************
 AQ1641  DESIGNATION -  73 77 A 09 RM 2
 AQ1641  PID         -  AQ1641
 AQ1641  STATE/COUNTY-  FL/FLAGLER
 AQ1641  COUNTRY     -  US
 AQ1641  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 AQ1641
 AQ1641                         *CURRENT SURVEY CONTROL
 AQ1641  ______________________________________________________________________
 AQ1641* NAD 83(1986) POSITION- 29 29 20.1    (N) 081 07 53.2    (W)   HD_HELD2
 AQ1641* NAVD 88 ORTHO HEIGHT -     6.120 (meters)       20.08  (feet) ADJUSTED
 AQ1641  ______________________________________________________________________
 AQ1641  GEOID HEIGHT    -        -28.678 (meters)                     GEOID18
 AQ1641  DYNAMIC HEIGHT  -          6.111 (meters)       20.05  (feet) COMP
 AQ1641  MODELED GRAVITY -    979,289.1   (mgal)                       NAVD 88
 AQ1641
 AQ1641  VERT ORDER      -  SECOND    CLASS I
 AQ1641
 AQ1641.The horizontal coordinates were established by autonomous hand held GPS
 AQ1641.observations and have an estimated accuracy of +/- 10 meters.
 AQ1641
 AQ1641.The orthometric height was determined by differential leveling and
 AQ1641.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1641.in June 1991.
 AQ1641
 AQ1641.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1641.GEOID18 height accuracy estimate available here.
 AQ1641
 AQ1641.Click photographs - Photos may exist for this station.
 AQ1641
 AQ1641.The dynamic height is computed by dividing the NAVD 88
 AQ1641.geopotential number by the normal gravity value computed on the
 AQ1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1641.degrees latitude (g = 980.6199 gals.).
 AQ1641
 AQ1641.The modeled gravity was interpolated from observed gravity values.
 AQ1641
 AQ1641;                    North         East    Units  Estimated Accuracy
 AQ1641;SPC FL E     -   571,225.      187,254.      MT  (+/- 10 meters HH2 GPS)
 AQ1641
 AQ1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8725862162(NAD 83)
 AQ1641
 AQ1641                          SUPERSEDED SURVEY CONTROL
 AQ1641
 AQ1641  NGVD 29 (??/??/92)    6.438  (m)           21.12   (f) ADJ UNCH    2 1
 AQ1641
 AQ1641.Superseded values are not recommended for survey control.
 AQ1641
 AQ1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1641.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1641
 AQ1641_MARKER: DD = SURVEY DISK
 AQ1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1641_STAMPING: RM NO 2 73 77 A 09
 AQ1641_MARK LOGO: FLDT
 AQ1641_PROJECTION: PROJECTING 3 CENTIMETERS
 AQ1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1641+STABILITY: SURFACE MOTION
 AQ1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1641+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2021
 AQ1641
 AQ1641  HISTORY     - Date     Condition        Report By
 AQ1641  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1641  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1641  HISTORY     - 20210226 GOOD             GEOCAC
 AQ1641
 AQ1641                          STATION DESCRIPTION
 AQ1641
 AQ1641'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1641'FLAGLER BEACH.
 AQ1641'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1641'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 0.6 MILE TO THE
 AQ1641'INTERSECTION OF 11TH STREET. THE MARK BEARS 68.3 FEET SOUTH OF A POWER
 AQ1641'POLE, AND 44.3 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1641
 AQ1641                          STATION RECOVERY (1990)
 AQ1641
 AQ1641'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1641'MARK NOT FOUND.
 AQ1641
 AQ1641                          STATION RECOVERY (2021)
 AQ1641
 AQ1641'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1641'THE MARK IS SURROUNDED BY A CONCRETE DRIVEWAY LEADING WEST TO 1111
 AQ1641'NORTH STATE ROAD A1A.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1646 ***********************************************************************
 AQ1646  DESIGNATION -  73 77 A 10
 AQ1646  PID         -  AQ1646
 AQ1646  STATE/COUNTY-  FL/FLAGLER
 AQ1646  COUNTRY     -  US
 AQ1646  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 AQ1646
 AQ1646                         *CURRENT SURVEY CONTROL
 AQ1646  ______________________________________________________________________
 AQ1646* NAD 83(1986) POSITION- 29 29 55.     (N) 081 08 08.     (W)   SCALED
 AQ1646* NAVD 88 ORTHO HEIGHT -     6.021 (meters)       19.75  (feet) ADJUSTED
 AQ1646  ______________________________________________________________________
 AQ1646  GEOID HEIGHT    -        -28.689 (meters)                     GEOID18
 AQ1646  DYNAMIC HEIGHT  -          6.012 (meters)       19.72  (feet) COMP
 AQ1646  MODELED GRAVITY -    979,289.4   (mgal)                       NAVD 88
 AQ1646
 AQ1646  VERT ORDER      -  SECOND    CLASS I
 AQ1646
 AQ1646.The horizontal coordinates were scaled from a map and have
 AQ1646.an estimated accuracy of +/- 6 seconds.
 AQ1646
 AQ1646.The orthometric height was determined by differential leveling and
 AQ1646.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1646.in June 1991.
 AQ1646
 AQ1646.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1646.GEOID18 height accuracy estimate available here.
 AQ1646
 AQ1646.Click photographs - Photos may exist for this station.
 AQ1646
 AQ1646.The dynamic height is computed by dividing the NAVD 88
 AQ1646.geopotential number by the normal gravity value computed on the
 AQ1646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1646.degrees latitude (g = 980.6199 gals.).
 AQ1646
 AQ1646.The modeled gravity was interpolated from observed gravity values.
 AQ1646
 AQ1646;                    North         East    Units  Estimated Accuracy
 AQ1646;SPC FL E     -   572,300.      186,860.      MT  (+/- 180 meters Scaled)
 AQ1646
 AQ1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN868632(NAD 83)
 AQ1646
 AQ1646                          SUPERSEDED SURVEY CONTROL
 AQ1646
 AQ1646  NGVD 29 (??/??/92)    6.338  (m)           20.79   (f) ADJ UNCH    2 1
 AQ1646
 AQ1646.Superseded values are not recommended for survey control.
 AQ1646
 AQ1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1646.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1646
 AQ1646_MARKER: DD = SURVEY DISK
 AQ1646_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AQ1646_STAMPING: 73 77 A10
 AQ1646_MARK LOGO: FLDT
 AQ1646_PROJECTION: FLUSH
 AQ1646_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1646_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1646+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2008
 AQ1646
 AQ1646  HISTORY     - Date     Condition        Report By
 AQ1646  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1646  HISTORY     - 1990     GOOD             USPSQD
 AQ1646  HISTORY     - 20050105 GOOD             FLDEP
 AQ1646  HISTORY     - 20080924 GOOD             GEOCAC
 AQ1646
 AQ1646                          STATION DESCRIPTION
 AQ1646
 AQ1646'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1646'1.3 MI NORTH FROM FLAGLER BEACH.
 AQ1646'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1646'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 1.3 MILES. THE
 AQ1646'MARK BEARS 76 FEET NORTHEAST AND ACROSS ROAD FROM A TELEPHONE JUNCTION
 AQ1646'BOX, AND 27 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1646
 AQ1646                          STATION RECOVERY (1990)
 AQ1646
 AQ1646'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1646'RECOVERED IN GOOD CONDITION.
 AQ1646
 AQ1646                          STATION RECOVERY (2005)
 AQ1646
 AQ1646'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AQ1646'RECOVERED AS DESCRIBED.
 AQ1646
 AQ1646                          STATION RECOVERY (2008)
 AQ1646
 AQ1646'RECOVERY NOTE BY GEOCACHING 2008 (DEB)
 AQ1646'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1647 ***********************************************************************
 AQ1647  DESIGNATION -  73 77 A 10 RM 1
 AQ1647  PID         -  AQ1647
 AQ1647  STATE/COUNTY-  FL/FLAGLER
 AQ1647  COUNTRY     -  US
 AQ1647  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 AQ1647
 AQ1647                         *CURRENT SURVEY CONTROL
 AQ1647  ______________________________________________________________________
 AQ1647* NAD 83(1986) POSITION- 29 29 54.     (N) 081 08 09.     (W)   SCALED
 AQ1647* NAVD 88 ORTHO HEIGHT -     6.007 (meters)       19.71  (feet) ADJUSTED
 AQ1647  ______________________________________________________________________
 AQ1647  GEOID HEIGHT    -        -28.688 (meters)                     GEOID18
 AQ1647  DYNAMIC HEIGHT  -          5.999 (meters)       19.68  (feet) COMP
 AQ1647  MODELED GRAVITY -    979,289.4   (mgal)                       NAVD 88
 AQ1647
 AQ1647  VERT ORDER      -  SECOND    CLASS I
 AQ1647
 AQ1647.The horizontal coordinates were scaled from a map and have
 AQ1647.an estimated accuracy of +/- 6 seconds.
 AQ1647
 AQ1647.The orthometric height was determined by differential leveling and
 AQ1647.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1647.in June 1991.
 AQ1647
 AQ1647.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1647.GEOID18 height accuracy estimate available here.
 AQ1647
 AQ1647.Click photographs - Photos may exist for this station.
 AQ1647
 AQ1647.The dynamic height is computed by dividing the NAVD 88
 AQ1647.geopotential number by the normal gravity value computed on the
 AQ1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1647.degrees latitude (g = 980.6199 gals.).
 AQ1647
 AQ1647.The modeled gravity was interpolated from observed gravity values.
 AQ1647
 AQ1647;                    North         East    Units  Estimated Accuracy
 AQ1647;SPC FL E     -   572,270.      186,830.      MT  (+/- 180 meters Scaled)
 AQ1647
 AQ1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN868632(NAD 83)
 AQ1647
 AQ1647                          SUPERSEDED SURVEY CONTROL
 AQ1647
 AQ1647  NGVD 29 (??/??/92)    6.324  (m)           20.75   (f) ADJ UNCH    2 1
 AQ1647
 AQ1647.Superseded values are not recommended for survey control.
 AQ1647
 AQ1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1647.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1647
 AQ1647_MARKER: DD = SURVEY DISK
 AQ1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1647_STAMPING: 73 77 A10 RM NO 1
 AQ1647_MARK LOGO: FLDT
 AQ1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1647+STABILITY: SURFACE MOTION
 AQ1647
 AQ1647  HISTORY     - Date     Condition        Report By
 AQ1647  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1647  HISTORY     - 1990     GOOD             USPSQD
 AQ1647  HISTORY     - 20080924 GOOD             GEOCAC
 AQ1647
 AQ1647                          STATION DESCRIPTION
 AQ1647
 AQ1647'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1647'1.3 MI NORTH FROM FLAGLER BEACH.
 AQ1647'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1647'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 1.3 MILES. THE
 AQ1647'MARK BEARS 84.6 FEET NORTHEAST AND ACROSS ROAD FROM A CONCRETE RIGHT
 AQ1647'OF WAY MARKER POST AND 28.2 FEET NORTHEAST OF THE CENTERLINE OF
 AQ1647'STATE ROAD A1A.
 AQ1647
 AQ1647                          STATION RECOVERY (1990)
 AQ1647
 AQ1647'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1647'RECOVERED IN GOOD CONDITION.
 AQ1647
 AQ1647                          STATION RECOVERY (2008)
 AQ1647
 AQ1647'RECOVERY NOTE BY GEOCACHING 2008 (DEB)
 AQ1647'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1645 ***********************************************************************
 AQ1645  DESIGNATION -  73 77 A 10 RM 2
 AQ1645  PID         -  AQ1645
 AQ1645  STATE/COUNTY-  FL/FLAGLER
 AQ1645  COUNTRY     -  US
 AQ1645  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 AQ1645
 AQ1645                         *CURRENT SURVEY CONTROL
 AQ1645  ______________________________________________________________________
 AQ1645* NAD 83(1986) POSITION- 29 29 54.     (N) 081 08 09.     (W)   SCALED
 AQ1645* NAVD 88 ORTHO HEIGHT -     6.080 (meters)       19.95  (feet) ADJUSTED
 AQ1645  ______________________________________________________________________
 AQ1645  GEOID HEIGHT    -        -28.688 (meters)                     GEOID18
 AQ1645  DYNAMIC HEIGHT  -          6.072 (meters)       19.92  (feet) COMP
 AQ1645  MODELED GRAVITY -    979,289.4   (mgal)                       NAVD 88
 AQ1645
 AQ1645  VERT ORDER      -  SECOND    CLASS I
 AQ1645
 AQ1645.The horizontal coordinates were scaled from a map and have
 AQ1645.an estimated accuracy of +/- 6 seconds.
 AQ1645
 AQ1645.The orthometric height was determined by differential leveling and
 AQ1645.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1645.in June 1991.
 AQ1645
 AQ1645.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1645.GEOID18 height accuracy estimate available here.
 AQ1645
 AQ1645.Click photographs - Photos may exist for this station.
 AQ1645
 AQ1645.The dynamic height is computed by dividing the NAVD 88
 AQ1645.geopotential number by the normal gravity value computed on the
 AQ1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1645.degrees latitude (g = 980.6199 gals.).
 AQ1645
 AQ1645.The modeled gravity was interpolated from observed gravity values.
 AQ1645
 AQ1645;                    North         East    Units  Estimated Accuracy
 AQ1645;SPC FL E     -   572,270.      186,830.      MT  (+/- 180 meters Scaled)
 AQ1645
 AQ1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN868632(NAD 83)
 AQ1645
 AQ1645                          SUPERSEDED SURVEY CONTROL
 AQ1645
 AQ1645  NGVD 29 (??/??/92)    6.397  (m)           20.99   (f) ADJ UNCH    2 1
 AQ1645
 AQ1645.Superseded values are not recommended for survey control.
 AQ1645
 AQ1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1645.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1645
 AQ1645_MARKER: DD = SURVEY DISK
 AQ1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1645_STAMPING: 73 77 A10 RM NO 2
 AQ1645_MARK LOGO: FLDT
 AQ1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1645+STABILITY: SURFACE MOTION
 AQ1645
 AQ1645  HISTORY     - Date     Condition        Report By
 AQ1645  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1645  HISTORY     - 1990     GOOD             USPSQD
 AQ1645
 AQ1645                          STATION DESCRIPTION
 AQ1645
 AQ1645'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1645'1.3 MI NORTH FROM FLAGLER BEACH.
 AQ1645'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1645'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 1.3 MILES. THE
 AQ1645'MARK BEARS 100 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN SUN
 AQ1645'DECK, AND 27.8 FEET NORTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1645
 AQ1645                          STATION RECOVERY (1990)
 AQ1645
 AQ1645'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1645'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1649 ***********************************************************************
 AQ1649  DESIGNATION -  73 77 A 11
 AQ1649  PID         -  AQ1649
 AQ1649  STATE/COUNTY-  FL/FLAGLER
 AQ1649  COUNTRY     -  US
 AQ1649  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1649
 AQ1649                         *CURRENT SURVEY CONTROL
 AQ1649  ______________________________________________________________________
 AQ1649* NAD 83(1986) POSITION- 29 30 27.     (N) 081 08 24.     (W)   SCALED
 AQ1649* NAVD 88 ORTHO HEIGHT -     6.054 (meters)       19.86  (feet) ADJUSTED
 AQ1649  ______________________________________________________________________
 AQ1649  GEOID HEIGHT    -        -28.698 (meters)                     GEOID18
 AQ1649  DYNAMIC HEIGHT  -          6.046 (meters)       19.84  (feet) COMP
 AQ1649  MODELED GRAVITY -    979,280.8   (mgal)                       NAVD 88
 AQ1649
 AQ1649  VERT ORDER      -  SECOND    CLASS I
 AQ1649
 AQ1649.The horizontal coordinates were scaled from a map and have
 AQ1649.an estimated accuracy of +/- 6 seconds.
 AQ1649
 AQ1649.The orthometric height was determined by differential leveling and
 AQ1649.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1649.in June 1991.
 AQ1649
 AQ1649.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1649.GEOID18 height accuracy estimate available here.
 AQ1649
 AQ1649.Click photographs - Photos may exist for this station.
 AQ1649
 AQ1649.The dynamic height is computed by dividing the NAVD 88
 AQ1649.geopotential number by the normal gravity value computed on the
 AQ1649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1649.degrees latitude (g = 980.6199 gals.).
 AQ1649
 AQ1649.The modeled gravity was interpolated from observed gravity values.
 AQ1649
 AQ1649;                    North         East    Units  Estimated Accuracy
 AQ1649;SPC FL E     -   573,290.      186,430.      MT  (+/- 180 meters Scaled)
 AQ1649
 AQ1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN864642(NAD 83)
 AQ1649
 AQ1649                          SUPERSEDED SURVEY CONTROL
 AQ1649
 AQ1649  NGVD 29 (??/??/92)    6.370  (m)           20.90   (f) ADJ UNCH    2 1
 AQ1649
 AQ1649.Superseded values are not recommended for survey control.
 AQ1649
 AQ1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1649.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1649
 AQ1649_MARKER: DD = SURVEY DISK
 AQ1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1649_STAMPING: 73 77 A11
 AQ1649_MARK LOGO: FLDT
 AQ1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1649+STABILITY: SURFACE MOTION
 AQ1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1649+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2008
 AQ1649
 AQ1649  HISTORY     - Date     Condition        Report By
 AQ1649  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1649  HISTORY     - 1988     GOOD             USPSQD
 AQ1649  HISTORY     - 1990     GOOD             USPSQD
 AQ1649  HISTORY     - 20080924 GOOD             GEOCAC
 AQ1649
 AQ1649                          STATION DESCRIPTION
 AQ1649
 AQ1649'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1649'2 MI NORTH FROM FLAGLER BEACH.
 AQ1649'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1649'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 2 MILES TO THE
 AQ1649'INTERSECTIO OF 22ND STREET. THE MARK BEARS 36.6 FEET NORTHEAST OF THE
 AQ1649'CENTERLINE OF THE INTERSECTION, 31.4 FEET NORTHEAST OF THE CENTERLINE
 AQ1649'OF STATE ROAD A1A, AND 10.3 FEET NORTH NORTHWEST OF THE NORTHEAST
 AQ1649'CORNER OF A CONCRETE PICNIC TABLE.
 AQ1649
 AQ1649                          STATION RECOVERY (1988)
 AQ1649
 AQ1649'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1649'RECOVERED IN GOOD CONDITION.
 AQ1649
 AQ1649                          STATION RECOVERY (1990)
 AQ1649
 AQ1649'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1649'RECOVERED IN GOOD CONDITION.
 AQ1649
 AQ1649                          STATION RECOVERY (2008)
 AQ1649
 AQ1649'RECOVERY NOTE BY GEOCACHING 2008 (DEB)
 AQ1649'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1650 ***********************************************************************
 AQ1650  DESIGNATION -  73 77 A 11 RM 1
 AQ1650  PID         -  AQ1650
 AQ1650  STATE/COUNTY-  FL/FLAGLER
 AQ1650  COUNTRY     -  US
 AQ1650  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1650
 AQ1650                         *CURRENT SURVEY CONTROL
 AQ1650  ______________________________________________________________________
 AQ1650* NAD 83(1986) POSITION- 29 30 27.     (N) 081 08 24.     (W)   SCALED
 AQ1650* NAVD 88 ORTHO HEIGHT -     6.103 (meters)       20.02  (feet) ADJUSTED
 AQ1650  ______________________________________________________________________
 AQ1650  GEOID HEIGHT    -        -28.698 (meters)                     GEOID18
 AQ1650  DYNAMIC HEIGHT  -          6.095 (meters)       20.00  (feet) COMP
 AQ1650  MODELED GRAVITY -    979,280.8   (mgal)                       NAVD 88
 AQ1650
 AQ1650  VERT ORDER      -  SECOND    CLASS I
 AQ1650
 AQ1650.The horizontal coordinates were scaled from a map and have
 AQ1650.an estimated accuracy of +/- 6 seconds.
 AQ1650
 AQ1650.The orthometric height was determined by differential leveling and
 AQ1650.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1650.in June 1991.
 AQ1650
 AQ1650.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1650.GEOID18 height accuracy estimate available here.
 AQ1650
 AQ1650.Click photographs - Photos may exist for this station.
 AQ1650
 AQ1650.The dynamic height is computed by dividing the NAVD 88
 AQ1650.geopotential number by the normal gravity value computed on the
 AQ1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1650.degrees latitude (g = 980.6199 gals.).
 AQ1650
 AQ1650.The modeled gravity was interpolated from observed gravity values.
 AQ1650
 AQ1650;                    North         East    Units  Estimated Accuracy
 AQ1650;SPC FL E     -   573,290.      186,430.      MT  (+/- 180 meters Scaled)
 AQ1650
 AQ1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN864642(NAD 83)
 AQ1650
 AQ1650                          SUPERSEDED SURVEY CONTROL
 AQ1650
 AQ1650  NGVD 29 (??/??/92)    6.419  (m)           21.06   (f) ADJ UNCH    2 1
 AQ1650
 AQ1650.Superseded values are not recommended for survey control.
 AQ1650
 AQ1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1650.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1650
 AQ1650_MARKER: DD = SURVEY DISK
 AQ1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1650_STAMPING: 73 77 A11 RM NO 1
 AQ1650_MARK LOGO: FLDT
 AQ1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1650+STABILITY: SURFACE MOTION
 AQ1650
 AQ1650  HISTORY     - Date     Condition        Report By
 AQ1650  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1650  HISTORY     - 1990     GOOD             USPSQD
 AQ1650
 AQ1650                          STATION DESCRIPTION
 AQ1650
 AQ1650'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1650'2 MI NORTH FROM FLAGLER BEACH.
 AQ1650'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1650'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 2 MILES TO THE
 AQ1650'INTERSECTION OF 22ND STREET. THE MARK BEARS 94 FEET NORTH OF THE
 AQ1650'CENTERLINE OF THE INTERSECTION, AND 36.4 FEET NORTHEAST OF THE CENTER
 AQ1650'LINE OF STATE ROAD A1A.
 AQ1650
 AQ1650                          STATION RECOVERY (1990)
 AQ1650
 AQ1650'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1650'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1648 ***********************************************************************
 AQ1648  DESIGNATION -  73 77 A 11 RM 2
 AQ1648  PID         -  AQ1648
 AQ1648  STATE/COUNTY-  FL/FLAGLER
 AQ1648  COUNTRY     -  US
 AQ1648  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1648
 AQ1648                         *CURRENT SURVEY CONTROL
 AQ1648  ______________________________________________________________________
 AQ1648* NAD 83(1986) POSITION- 29 30 27.     (N) 081 08 24.     (W)   SCALED
 AQ1648* NAVD 88 ORTHO HEIGHT -     5.895 (meters)       19.34  (feet) ADJUSTED
 AQ1648  ______________________________________________________________________
 AQ1648  GEOID HEIGHT    -        -28.698 (meters)                     GEOID18
 AQ1648  DYNAMIC HEIGHT  -          5.887 (meters)       19.31  (feet) COMP
 AQ1648  MODELED GRAVITY -    979,280.8   (mgal)                       NAVD 88
 AQ1648
 AQ1648  VERT ORDER      -  SECOND    CLASS I
 AQ1648
 AQ1648.The horizontal coordinates were scaled from a map and have
 AQ1648.an estimated accuracy of +/- 6 seconds.
 AQ1648
 AQ1648.The orthometric height was determined by differential leveling and
 AQ1648.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1648.in June 1991.
 AQ1648
 AQ1648.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1648.GEOID18 height accuracy estimate available here.
 AQ1648
 AQ1648.Click photographs - Photos may exist for this station.
 AQ1648
 AQ1648.The dynamic height is computed by dividing the NAVD 88
 AQ1648.geopotential number by the normal gravity value computed on the
 AQ1648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1648.degrees latitude (g = 980.6199 gals.).
 AQ1648
 AQ1648.The modeled gravity was interpolated from observed gravity values.
 AQ1648
 AQ1648;                    North         East    Units  Estimated Accuracy
 AQ1648;SPC FL E     -   573,290.      186,430.      MT  (+/- 180 meters Scaled)
 AQ1648
 AQ1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN864642(NAD 83)
 AQ1648
 AQ1648                          SUPERSEDED SURVEY CONTROL
 AQ1648
 AQ1648  NGVD 29 (??/??/92)    6.211  (m)           20.38   (f) ADJ UNCH    2 1
 AQ1648
 AQ1648.Superseded values are not recommended for survey control.
 AQ1648
 AQ1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1648.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1648
 AQ1648_MARKER: DD = SURVEY DISK
 AQ1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1648_STAMPING: 73 77 A11 RM NO 2
 AQ1648_MARK LOGO: FLDT
 AQ1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1648+STABILITY: SURFACE MOTION
 AQ1648
 AQ1648  HISTORY     - Date     Condition        Report By
 AQ1648  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1648  HISTORY     - 1990     GOOD             USPSQD
 AQ1648
 AQ1648                          STATION DESCRIPTION
 AQ1648
 AQ1648'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1648'2 MI NORTH FROM FLAGLER BEACH.
 AQ1648'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1648'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 2 MILES TO THE
 AQ1648'INTERSECTION OF 22ND STREET. THE MARK BEARS 48.3 FEET EAST OF THE
 AQ1648'CENTERLINE OF THE INTERSECTION, 42.3 FEET NORTHEAST OF THE CENTERLINE
 AQ1648'OF STATE ROAD A1A, AND 26.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 AQ1648'A CONCRETE PICNIC TABLE.
 AQ1648
 AQ1648                          STATION RECOVERY (1990)
 AQ1648
 AQ1648'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1648'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1652 ***********************************************************************
 AQ1652  DESIGNATION -  73 77 A 12 FLDT
 AQ1652  PID         -  AQ1652
 AQ1652  STATE/COUNTY-  FL/FLAGLER
 AQ1652  COUNTRY     -  US
 AQ1652  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1652
 AQ1652                         *CURRENT SURVEY CONTROL
 AQ1652  ______________________________________________________________________
 AQ1652* NAD 83(1986) POSITION- 29 30 48.     (N) 081 08 36.     (W)   SCALED
 AQ1652* NAVD 88 ORTHO HEIGHT -     5.146 (meters)       16.88  (feet) ADJUSTED
 AQ1652  ______________________________________________________________________
 AQ1652  GEOID HEIGHT    -        -28.704 (meters)                     GEOID18
 AQ1652  DYNAMIC HEIGHT  -          5.139 (meters)       16.86  (feet) COMP
 AQ1652  MODELED GRAVITY -    979,281.1   (mgal)                       NAVD 88
 AQ1652
 AQ1652  VERT ORDER      -  SECOND    CLASS I
 AQ1652
 AQ1652.The horizontal coordinates were scaled from a map and have
 AQ1652.an estimated accuracy of +/- 6 seconds.
 AQ1652
 AQ1652.The orthometric height was determined by differential leveling and
 AQ1652.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1652.in June 1991.
 AQ1652
 AQ1652.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1652.GEOID18 height accuracy estimate available here.
 AQ1652
 AQ1652.Click photographs - Photos may exist for this station.
 AQ1652
 AQ1652.The dynamic height is computed by dividing the NAVD 88
 AQ1652.geopotential number by the normal gravity value computed on the
 AQ1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1652.degrees latitude (g = 980.6199 gals.).
 AQ1652
 AQ1652.The modeled gravity was interpolated from observed gravity values.
 AQ1652
 AQ1652;                    North         East    Units  Estimated Accuracy
 AQ1652;SPC FL E     -   573,930.      186,100.      MT  (+/- 180 meters Scaled)
 AQ1652
 AQ1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN861648(NAD 83)
 AQ1652
 AQ1652                          SUPERSEDED SURVEY CONTROL
 AQ1652
 AQ1652  NGVD 29 (??/??/92)    5.461  (m)           17.92   (f) ADJ UNCH    2 1
 AQ1652
 AQ1652.Superseded values are not recommended for survey control.
 AQ1652
 AQ1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1652.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1652
 AQ1652_MARKER: DD = SURVEY DISK
 AQ1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1652_STAMPING: 73 77 A12
 AQ1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1652+STABILITY: SURFACE MOTION
 AQ1652
 AQ1652  HISTORY     - Date     Condition        Report By
 AQ1652  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1652  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AQ1652
 AQ1652                          STATION DESCRIPTION
 AQ1652
 AQ1652'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1652'2.4 MI NORTH FROM FLAGLER BEACH.
 AQ1652'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1652'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 2.4 MILES. THE
 AQ1652'MARK BEARS 71 FEET NORTH OF THE EAST POST OF A LARGE BILLBOARD, AND
 AQ1652'23.2 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1652
 AQ1652                          STATION RECOVERY (1988)
 AQ1652
 AQ1652'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1652'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1651 ***********************************************************************
 AQ1651  DESIGNATION -  73 77 A 12 RM 1 FLDT
 AQ1651  PID         -  AQ1651
 AQ1651  STATE/COUNTY-  FL/FLAGLER
 AQ1651  COUNTRY     -  US
 AQ1651  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1651
 AQ1651                         *CURRENT SURVEY CONTROL
 AQ1651  ______________________________________________________________________
 AQ1651* NAD 83(1986) POSITION- 29 30 48.     (N) 081 08 36.     (W)   SCALED
 AQ1651* NAVD 88 ORTHO HEIGHT -     4.992 (meters)       16.38  (feet) ADJUSTED
 AQ1651  ______________________________________________________________________
 AQ1651  GEOID HEIGHT    -        -28.704 (meters)                     GEOID18
 AQ1651  DYNAMIC HEIGHT  -          4.985 (meters)       16.36  (feet) COMP
 AQ1651  MODELED GRAVITY -    979,281.1   (mgal)                       NAVD 88
 AQ1651
 AQ1651  VERT ORDER      -  SECOND    CLASS I
 AQ1651
 AQ1651.The horizontal coordinates were scaled from a map and have
 AQ1651.an estimated accuracy of +/- 6 seconds.
 AQ1651
 AQ1651.The orthometric height was determined by differential leveling and
 AQ1651.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1651.in June 1991.
 AQ1651
 AQ1651.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1651.GEOID18 height accuracy estimate available here.
 AQ1651
 AQ1651.Click photographs - Photos may exist for this station.
 AQ1651
 AQ1651.The dynamic height is computed by dividing the NAVD 88
 AQ1651.geopotential number by the normal gravity value computed on the
 AQ1651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1651.degrees latitude (g = 980.6199 gals.).
 AQ1651
 AQ1651.The modeled gravity was interpolated from observed gravity values.
 AQ1651
 AQ1651;                    North         East    Units  Estimated Accuracy
 AQ1651;SPC FL E     -   573,930.      186,100.      MT  (+/- 180 meters Scaled)
 AQ1651
 AQ1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN861648(NAD 83)
 AQ1651
 AQ1651                          SUPERSEDED SURVEY CONTROL
 AQ1651
 AQ1651  NGVD 29 (??/??/92)    5.307  (m)           17.41   (f) ADJ UNCH    2 1
 AQ1651
 AQ1651.Superseded values are not recommended for survey control.
 AQ1651
 AQ1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1651.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1651
 AQ1651_MARKER: DD = SURVEY DISK
 AQ1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1651_STAMPING: 73 77 A12 RM NO 1
 AQ1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1651+STABILITY: SURFACE MOTION
 AQ1651
 AQ1651  HISTORY     - Date     Condition        Report By
 AQ1651  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1651  HISTORY     - 1988     GOOD             USPSQD
 AQ1651  HISTORY     - 1990     GOOD             USPSQD
 AQ1651
 AQ1651                          STATION DESCRIPTION
 AQ1651
 AQ1651'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1651'2.4 MI NORTH FROM FLAGLER BEACH.
 AQ1651'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1651'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 2.5 MILES. THE
 AQ1651'MARK BEARS 49.6 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A,
 AQ1651'24.2 FEET NORTHEAST OF THE EAST POST OF A LARGE BILLBOARD, AND 2.3
 AQ1651'FEET NORTHWEST OF A CONCRETE RIGHT OF WAY MARKER POST.
 AQ1651
 AQ1651                          STATION RECOVERY (1988)
 AQ1651
 AQ1651'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1651'RECOVERED IN GOOD CONDITION.
 AQ1651
 AQ1651                          STATION RECOVERY (1990)
 AQ1651
 AQ1651'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1651'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1653 ***********************************************************************
 AQ1653  DESIGNATION -  73 77 A 12 RM 2 FLDT
 AQ1653  PID         -  AQ1653
 AQ1653  STATE/COUNTY-  FL/FLAGLER
 AQ1653  COUNTRY     -  US
 AQ1653  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1653
 AQ1653                         *CURRENT SURVEY CONTROL
 AQ1653  ______________________________________________________________________
 AQ1653* NAD 83(1986) POSITION- 29 30 48.     (N) 081 08 36.     (W)   SCALED
 AQ1653* NAVD 88 ORTHO HEIGHT -     4.858 (meters)       15.94  (feet) ADJUSTED
 AQ1653  ______________________________________________________________________
 AQ1653  GEOID HEIGHT    -        -28.704 (meters)                     GEOID18
 AQ1653  DYNAMIC HEIGHT  -          4.851 (meters)       15.92  (feet) COMP
 AQ1653  MODELED GRAVITY -    979,281.1   (mgal)                       NAVD 88
 AQ1653
 AQ1653  VERT ORDER      -  SECOND    CLASS I
 AQ1653
 AQ1653.The horizontal coordinates were scaled from a map and have
 AQ1653.an estimated accuracy of +/- 6 seconds.
 AQ1653
 AQ1653.The orthometric height was determined by differential leveling and
 AQ1653.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1653.in June 1991.
 AQ1653
 AQ1653.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1653.GEOID18 height accuracy estimate available here.
 AQ1653
 AQ1653.Click photographs - Photos may exist for this station.
 AQ1653
 AQ1653.The dynamic height is computed by dividing the NAVD 88
 AQ1653.geopotential number by the normal gravity value computed on the
 AQ1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1653.degrees latitude (g = 980.6199 gals.).
 AQ1653
 AQ1653.The modeled gravity was interpolated from observed gravity values.
 AQ1653
 AQ1653;                    North         East    Units  Estimated Accuracy
 AQ1653;SPC FL E     -   573,930.      186,100.      MT  (+/- 180 meters Scaled)
 AQ1653
 AQ1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN861648(NAD 83)
 AQ1653
 AQ1653                          SUPERSEDED SURVEY CONTROL
 AQ1653
 AQ1653  NGVD 29 (??/??/92)    5.173  (m)           16.97   (f) ADJ UNCH    2 1
 AQ1653
 AQ1653.Superseded values are not recommended for survey control.
 AQ1653
 AQ1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1653.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1653
 AQ1653_MARKER: DD = SURVEY DISK
 AQ1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1653_STAMPING: 73 77 A12 RM NO 2
 AQ1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1653+STABILITY: SURFACE MOTION
 AQ1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1653+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2008
 AQ1653
 AQ1653  HISTORY     - Date     Condition        Report By
 AQ1653  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1653  HISTORY     - 1988     GOOD             USPSQD
 AQ1653  HISTORY     - 20080924 GOOD             GEOCAC
 AQ1653
 AQ1653                          STATION DESCRIPTION
 AQ1653
 AQ1653'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1653'2.4 MI NORTH FROM FLAGLER BEACH.
 AQ1653'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1653'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 2.4 MILES. THE
 AQ1653'MARK BEARS 89.8 FEET NORTHWEST OF THE EAST POST OF A LARGE BILLBOARD,
 AQ1653'AND 51 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1653
 AQ1653                          STATION RECOVERY (1988)
 AQ1653
 AQ1653'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1653'RECOVERED IN GOOD CONDITION.
 AQ1653
 AQ1653                          STATION RECOVERY (2008)
 AQ1653
 AQ1653'RECOVERY NOTE BY GEOCACHING 2008 (DEB)
 AQ1653'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1655 ***********************************************************************
 AQ1655  DESIGNATION -  73 77 A 13 FLDT
 AQ1655  PID         -  AQ1655
 AQ1655  STATE/COUNTY-  FL/FLAGLER
 AQ1655  COUNTRY     -  US
 AQ1655  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1655
 AQ1655                         *CURRENT SURVEY CONTROL
 AQ1655  ______________________________________________________________________
 AQ1655* NAD 83(1986) POSITION- 29 31 03.     (N) 081 08 45.     (W)   SCALED
 AQ1655* NAVD 88 ORTHO HEIGHT -     4.275 (meters)       14.03  (feet) ADJUSTED
 AQ1655  ______________________________________________________________________
 AQ1655  GEOID HEIGHT    -        -28.708 (meters)                     GEOID18
 AQ1655  DYNAMIC HEIGHT  -          4.269 (meters)       14.01  (feet) COMP
 AQ1655  MODELED GRAVITY -    979,281.3   (mgal)                       NAVD 88
 AQ1655
 AQ1655  VERT ORDER      -  SECOND    CLASS I
 AQ1655
 AQ1655.The horizontal coordinates were scaled from a map and have
 AQ1655.an estimated accuracy of +/- 6 seconds.
 AQ1655
 AQ1655.The orthometric height was determined by differential leveling and
 AQ1655.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1655.in June 1991.
 AQ1655
 AQ1655.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1655.GEOID18 height accuracy estimate available here.
 AQ1655
 AQ1655.Click photographs - Photos may exist for this station.
 AQ1655
 AQ1655.The dynamic height is computed by dividing the NAVD 88
 AQ1655.geopotential number by the normal gravity value computed on the
 AQ1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1655.degrees latitude (g = 980.6199 gals.).
 AQ1655
 AQ1655.The modeled gravity was interpolated from observed gravity values.
 AQ1655
 AQ1655;                    North         East    Units  Estimated Accuracy
 AQ1655;SPC FL E     -   574,400.      185,860.      MT  (+/- 180 meters Scaled)
 AQ1655
 AQ1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN858653(NAD 83)
 AQ1655
 AQ1655                          SUPERSEDED SURVEY CONTROL
 AQ1655
 AQ1655  NGVD 29 (??/??/92)    4.590  (m)           15.06   (f) ADJ UNCH    2 1
 AQ1655
 AQ1655.Superseded values are not recommended for survey control.
 AQ1655
 AQ1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1655.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1655
 AQ1655_MARKER: DD = SURVEY DISK
 AQ1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1655_STAMPING: 73 77 A13
 AQ1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1655+STABILITY: SURFACE MOTION
 AQ1655
 AQ1655  HISTORY     - Date     Condition        Report By
 AQ1655  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1655  HISTORY     - 1988     GOOD             USPSQD
 AQ1655
 AQ1655                          STATION DESCRIPTION
 AQ1655
 AQ1655'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1655'2.7 MI NORTH FROM FLAGLER BEACH.
 AQ1655'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1655'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 2.7 MILES. THE
 AQ1655'MARK BEARS 92 FEET SOUTHWEST AND ACROSS THE ROAD FROM A WOODEN STREET
 AQ1655'LIGHT POLE, 71.4 FEET NORTH OF A TELEPHONE JUNCTION BOX, 38.8 FEET
 AQ1655'SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND 7 FEET NORTHEAST
 AQ1655'OF A CONCRETE RIGHT OF WAY MARKER POST.
 AQ1655
 AQ1655                          STATION RECOVERY (1988)
 AQ1655
 AQ1655'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1655'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1654 ***********************************************************************
 AQ1654  DESIGNATION -  73 77 A 13 RM 1 FLDT
 AQ1654  PID         -  AQ1654
 AQ1654  STATE/COUNTY-  FL/FLAGLER
 AQ1654  COUNTRY     -  US
 AQ1654  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1654
 AQ1654                         *CURRENT SURVEY CONTROL
 AQ1654  ______________________________________________________________________
 AQ1654* NAD 83(1986) POSITION- 29 31 03.     (N) 081 08 45.     (W)   SCALED
 AQ1654* NAVD 88 ORTHO HEIGHT -     4.479 (meters)       14.69  (feet) ADJUSTED
 AQ1654  ______________________________________________________________________
 AQ1654  GEOID HEIGHT    -        -28.708 (meters)                     GEOID18
 AQ1654  DYNAMIC HEIGHT  -          4.473 (meters)       14.68  (feet) COMP
 AQ1654  MODELED GRAVITY -    979,281.3   (mgal)                       NAVD 88
 AQ1654
 AQ1654  VERT ORDER      -  SECOND    CLASS I
 AQ1654
 AQ1654.The horizontal coordinates were scaled from a map and have
 AQ1654.an estimated accuracy of +/- 6 seconds.
 AQ1654
 AQ1654.The orthometric height was determined by differential leveling and
 AQ1654.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1654.in June 1991.
 AQ1654
 AQ1654.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1654.GEOID18 height accuracy estimate available here.
 AQ1654
 AQ1654.Click photographs - Photos may exist for this station.
 AQ1654
 AQ1654.The dynamic height is computed by dividing the NAVD 88
 AQ1654.geopotential number by the normal gravity value computed on the
 AQ1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1654.degrees latitude (g = 980.6199 gals.).
 AQ1654
 AQ1654.The modeled gravity was interpolated from observed gravity values.
 AQ1654
 AQ1654;                    North         East    Units  Estimated Accuracy
 AQ1654;SPC FL E     -   574,400.      185,860.      MT  (+/- 180 meters Scaled)
 AQ1654
 AQ1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN858653(NAD 83)
 AQ1654
 AQ1654                          SUPERSEDED SURVEY CONTROL
 AQ1654
 AQ1654  NGVD 29 (??/??/92)    4.794  (m)           15.73   (f) ADJ UNCH    2 1
 AQ1654
 AQ1654.Superseded values are not recommended for survey control.
 AQ1654
 AQ1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1654.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1654
 AQ1654_MARKER: DD = SURVEY DISK
 AQ1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1654_STAMPING: 73 77 A13 RM NO 1
 AQ1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1654+STABILITY: SURFACE MOTION
 AQ1654
 AQ1654  HISTORY     - Date     Condition        Report By
 AQ1654  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1654  HISTORY     - 1990     GOOD             USPSQD
 AQ1654
 AQ1654                          STATION DESCRIPTION
 AQ1654
 AQ1654'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1654'2.7 MI NORTH FROM FLAGLER BEACH.
 AQ1654'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1654'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR2.7 MILES. THE
 AQ1654'MARK BEARS 60.7 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A,
 AQ1654'AND 29.3 FEET NORTHWEST OF A TELEPHONE JUNCTION BOX.
 AQ1654
 AQ1654                          STATION RECOVERY (1990)
 AQ1654
 AQ1654'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1654'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1656 ***********************************************************************
 AQ1656  DESIGNATION -  73 77 A 13 RM 2 FLDT
 AQ1656  PID         -  AQ1656
 AQ1656  STATE/COUNTY-  FL/FLAGLER
 AQ1656  COUNTRY     -  US
 AQ1656  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1656
 AQ1656                         *CURRENT SURVEY CONTROL
 AQ1656  ______________________________________________________________________
 AQ1656* NAD 83(1986) POSITION- 29 31 03.     (N) 081 08 45.     (W)   SCALED
 AQ1656* NAVD 88 ORTHO HEIGHT -     4.407 (meters)       14.46  (feet) ADJUSTED
 AQ1656  ______________________________________________________________________
 AQ1656  GEOID HEIGHT    -        -28.708 (meters)                     GEOID18
 AQ1656  DYNAMIC HEIGHT  -          4.401 (meters)       14.44  (feet) COMP
 AQ1656  MODELED GRAVITY -    979,281.3   (mgal)                       NAVD 88
 AQ1656
 AQ1656  VERT ORDER      -  SECOND    CLASS I
 AQ1656
 AQ1656.The horizontal coordinates were scaled from a map and have
 AQ1656.an estimated accuracy of +/- 6 seconds.
 AQ1656
 AQ1656.The orthometric height was determined by differential leveling and
 AQ1656.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1656.in June 1991.
 AQ1656
 AQ1656.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1656.GEOID18 height accuracy estimate available here.
 AQ1656
 AQ1656.Click photographs - Photos may exist for this station.
 AQ1656
 AQ1656.The dynamic height is computed by dividing the NAVD 88
 AQ1656.geopotential number by the normal gravity value computed on the
 AQ1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1656.degrees latitude (g = 980.6199 gals.).
 AQ1656
 AQ1656.The modeled gravity was interpolated from observed gravity values.
 AQ1656
 AQ1656;                    North         East    Units  Estimated Accuracy
 AQ1656;SPC FL E     -   574,400.      185,860.      MT  (+/- 180 meters Scaled)
 AQ1656
 AQ1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN858653(NAD 83)
 AQ1656
 AQ1656                          SUPERSEDED SURVEY CONTROL
 AQ1656
 AQ1656  NGVD 29 (??/??/92)    4.722  (m)           15.49   (f) ADJ UNCH    2 1
 AQ1656
 AQ1656.Superseded values are not recommended for survey control.
 AQ1656
 AQ1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1656.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1656
 AQ1656_MARKER: DD = SURVEY DISK
 AQ1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1656_STAMPING: 73 77 A13 RM NO 2
 AQ1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1656+STABILITY: SURFACE MOTION
 AQ1656
 AQ1656  HISTORY     - Date     Condition        Report By
 AQ1656  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1656
 AQ1656                          STATION DESCRIPTION
 AQ1656
 AQ1656'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1656'2.7 MI NORTH FROM FLAGLER BEACH.
 AQ1656'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1656'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR2.7 MILES. THE
 AQ1656'MARK BEARS 66.5 FEET SOUTHEAST OF THE SOUTHEAST POST OF A LARGE
 AQ1656'BILLBOARD, AND 51.6 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD
 AQ1656'A1A.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1658 ***********************************************************************
 AQ1658  DESIGNATION -  73 77 A 14
 AQ1658  PID         -  AQ1658
 AQ1658  STATE/COUNTY-  FL/FLAGLER
 AQ1658  COUNTRY     -  US
 AQ1658  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1658
 AQ1658                         *CURRENT SURVEY CONTROL
 AQ1658  ______________________________________________________________________
 AQ1658* NAD 83(1986) POSITION- 29 31 22.     (N) 081 08 55.     (W)   SCALED
 AQ1658* NAVD 88 ORTHO HEIGHT -     4.667 (meters)       15.31  (feet) ADJUSTED
 AQ1658  ______________________________________________________________________
 AQ1658  GEOID HEIGHT    -        -28.714 (meters)                     GEOID18
 AQ1658  DYNAMIC HEIGHT  -          4.660 (meters)       15.29  (feet) COMP
 AQ1658  MODELED GRAVITY -    979,281.6   (mgal)                       NAVD 88
 AQ1658
 AQ1658  VERT ORDER      -  SECOND    CLASS I
 AQ1658
 AQ1658.The horizontal coordinates were scaled from a map and have
 AQ1658.an estimated accuracy of +/- 6 seconds.
 AQ1658
 AQ1658.The orthometric height was determined by differential leveling and
 AQ1658.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1658.in June 1991.
 AQ1658
 AQ1658.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1658.GEOID18 height accuracy estimate available here.
 AQ1658
 AQ1658.Click photographs - Photos may exist for this station.
 AQ1658
 AQ1658.The dynamic height is computed by dividing the NAVD 88
 AQ1658.geopotential number by the normal gravity value computed on the
 AQ1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1658.degrees latitude (g = 980.6199 gals.).
 AQ1658
 AQ1658.The modeled gravity was interpolated from observed gravity values.
 AQ1658
 AQ1658;                    North         East    Units  Estimated Accuracy
 AQ1658;SPC FL E     -   574,980.      185,590.      MT  (+/- 180 meters Scaled)
 AQ1658
 AQ1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN855659(NAD 83)
 AQ1658
 AQ1658                          SUPERSEDED SURVEY CONTROL
 AQ1658
 AQ1658  NGVD 29 (??/??/92)    4.983  (m)           16.35   (f) ADJ UNCH    2 1
 AQ1658
 AQ1658.Superseded values are not recommended for survey control.
 AQ1658
 AQ1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1658.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1658
 AQ1658_MARKER: DD = SURVEY DISK
 AQ1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1658_STAMPING: 73 77 A14
 AQ1658_MARK LOGO: FLDNR
 AQ1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1658+STABILITY: SURFACE MOTION
 AQ1658
 AQ1658  HISTORY     - Date     Condition        Report By
 AQ1658  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1658  HISTORY     - 20080924 GOOD             GEOCAC
 AQ1658
 AQ1658                          STATION DESCRIPTION
 AQ1658
 AQ1658'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1658'3.1 MI NORTH FROM FLAGLER BEACH.
 AQ1658'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1658'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 3.1 MILES TO
 AQ1658'THE ENTRANCE TO BEVERLY BEACH SURFSIDE MOBILE HOME PARK. THE MARK
 AQ1658'BEARS 39.3 FEET NORTH NORTHEAST OF THE NORTHEAST CORNER OF THE PARK
 AQ1658'OFFICE BUILDING, 37.8 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD
 AQ1658'A1A, 13 FEET EAST OF THE SOUTHEAST CORNER OF THE CONCRETE ENTRANCE
 AQ1658'WALL, AND 7 FEET WEST OF A CONCRETE STREET LIGHT POLE.
 AQ1658
 AQ1658                          STATION RECOVERY (2008)
 AQ1658
 AQ1658'RECOVERY NOTE BY GEOCACHING 2008 (DEB)
 AQ1658'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1657 ***********************************************************************
 AQ1657  DESIGNATION -  73 77 A 14 RM 1 FLDT
 AQ1657  PID         -  AQ1657
 AQ1657  STATE/COUNTY-  FL/FLAGLER
 AQ1657  COUNTRY     -  US
 AQ1657  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1657
 AQ1657                         *CURRENT SURVEY CONTROL
 AQ1657  ______________________________________________________________________
 AQ1657* NAD 83(1986) POSITION- 29 31 22.     (N) 081 08 55.     (W)   SCALED
 AQ1657* NAVD 88 ORTHO HEIGHT -     4.422 (meters)       14.51  (feet) ADJUSTED
 AQ1657  ______________________________________________________________________
 AQ1657  GEOID HEIGHT    -        -28.714 (meters)                     GEOID18
 AQ1657  DYNAMIC HEIGHT  -          4.416 (meters)       14.49  (feet) COMP
 AQ1657  MODELED GRAVITY -    979,281.6   (mgal)                       NAVD 88
 AQ1657
 AQ1657  VERT ORDER      -  SECOND    CLASS I
 AQ1657
 AQ1657.The horizontal coordinates were scaled from a map and have
 AQ1657.an estimated accuracy of +/- 6 seconds.
 AQ1657
 AQ1657.The orthometric height was determined by differential leveling and
 AQ1657.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1657.in June 1991.
 AQ1657
 AQ1657.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1657.GEOID18 height accuracy estimate available here.
 AQ1657
 AQ1657.Click photographs - Photos may exist for this station.
 AQ1657
 AQ1657.The dynamic height is computed by dividing the NAVD 88
 AQ1657.geopotential number by the normal gravity value computed on the
 AQ1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1657.degrees latitude (g = 980.6199 gals.).
 AQ1657
 AQ1657.The modeled gravity was interpolated from observed gravity values.
 AQ1657
 AQ1657;                    North         East    Units  Estimated Accuracy
 AQ1657;SPC FL E     -   574,980.      185,590.      MT  (+/- 180 meters Scaled)
 AQ1657
 AQ1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN855659(NAD 83)
 AQ1657
 AQ1657                          SUPERSEDED SURVEY CONTROL
 AQ1657
 AQ1657  NGVD 29 (??/??/92)    4.738  (m)           15.54   (f) ADJ UNCH    2 1
 AQ1657
 AQ1657.Superseded values are not recommended for survey control.
 AQ1657
 AQ1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1657.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1657
 AQ1657_MARKER: DD = SURVEY DISK
 AQ1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1657_STAMPING: 73 77 A14 RM NO 1
 AQ1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1657+STABILITY: SURFACE MOTION
 AQ1657
 AQ1657  HISTORY     - Date     Condition        Report By
 AQ1657  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1657
 AQ1657                          STATION DESCRIPTION
 AQ1657
 AQ1657'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1657'3.1 MI NORTH FROM FLAGLER BEACH.
 AQ1657'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1657'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 3.1 MILES TO
 AQ1657'THE ENTRANCE TO BEVERLY BEACH SURFSIDE MOBILE HOME PARK. THE MARK
 AQ1657'BEARS 59.9 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, 37.4
 AQ1657'FEET SOUTH SOUTHEAST OF A CONCRETE STREETLIGHT POLE, AND 3 FEET
 AQ1657'NORTHWEST OF THE NORTHEAST CORNER OF THE PARK OFFICE BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1659 ***********************************************************************
 AQ1659  DESIGNATION -  73 77 A 14 RM 2 FLDT
 AQ1659  PID         -  AQ1659
 AQ1659  STATE/COUNTY-  FL/FLAGLER
 AQ1659  COUNTRY     -  US
 AQ1659  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1659
 AQ1659                         *CURRENT SURVEY CONTROL
 AQ1659  ______________________________________________________________________
 AQ1659* NAD 83(1986) POSITION- 29 31 22.     (N) 081 08 55.     (W)   SCALED
 AQ1659* NAVD 88 ORTHO HEIGHT -     4.292 (meters)       14.08  (feet) ADJUSTED
 AQ1659  ______________________________________________________________________
 AQ1659  GEOID HEIGHT    -        -28.714 (meters)                     GEOID18
 AQ1659  DYNAMIC HEIGHT  -          4.286 (meters)       14.06  (feet) COMP
 AQ1659  MODELED GRAVITY -    979,281.6   (mgal)                       NAVD 88
 AQ1659
 AQ1659  VERT ORDER      -  SECOND    CLASS I
 AQ1659
 AQ1659.The horizontal coordinates were scaled from a map and have
 AQ1659.an estimated accuracy of +/- 6 seconds.
 AQ1659
 AQ1659.The orthometric height was determined by differential leveling and
 AQ1659.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1659.in June 1991.
 AQ1659
 AQ1659.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1659.GEOID18 height accuracy estimate available here.
 AQ1659
 AQ1659.Click photographs - Photos may exist for this station.
 AQ1659
 AQ1659.The dynamic height is computed by dividing the NAVD 88
 AQ1659.geopotential number by the normal gravity value computed on the
 AQ1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1659.degrees latitude (g = 980.6199 gals.).
 AQ1659
 AQ1659.The modeled gravity was interpolated from observed gravity values.
 AQ1659
 AQ1659;                    North         East    Units  Estimated Accuracy
 AQ1659;SPC FL E     -   574,980.      185,590.      MT  (+/- 180 meters Scaled)
 AQ1659
 AQ1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN855659(NAD 83)
 AQ1659
 AQ1659                          SUPERSEDED SURVEY CONTROL
 AQ1659
 AQ1659  NGVD 29 (??/??/92)    4.608  (m)           15.12   (f) ADJ UNCH    2 1
 AQ1659
 AQ1659.Superseded values are not recommended for survey control.
 AQ1659
 AQ1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1659.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1659
 AQ1659_MARKER: DD = SURVEY DISK
 AQ1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1659_STAMPING: 73 77 A14 RM NO 2
 AQ1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1659+STABILITY: SURFACE MOTION
 AQ1659
 AQ1659  HISTORY     - Date     Condition        Report By
 AQ1659  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1659
 AQ1659                          STATION DESCRIPTION
 AQ1659
 AQ1659'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1659'3.1 MI NORTH FROM FLAGLER BEACH.
 AQ1659'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1659'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1AFOR 3.1 MILES TO
 AQ1659'THE ENTRANCE TO BEVERLY BEACH SURFSIDE MOBILE HOME PARK. THE MARK
 AQ1659'BEARS 70.45 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, 75.7
 AQ1659'FEET NORTH OF THE NORTHWEST CORNER OF THE PARK OFFICE BUILDING, 14.5
 AQ1659'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE ENTRANCE WALL,
 AQ1659'AND 1 FOOT SOUTH OF THE SOUTH EDGE OF THE ENTRANCE DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1664 ***********************************************************************
 AQ1664  DESIGNATION -  73 77 A 15 FLDT
 AQ1664  PID         -  AQ1664
 AQ1664  STATE/COUNTY-  FL/FLAGLER
 AQ1664  COUNTRY     -  US
 AQ1664  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1664
 AQ1664                         *CURRENT SURVEY CONTROL
 AQ1664  ______________________________________________________________________
 AQ1664* NAD 83(1986) POSITION- 29 31 40.     (N) 081 09 03.     (W)   SCALED
 AQ1664* NAVD 88 ORTHO HEIGHT -     4.636 (meters)       15.21  (feet) ADJUSTED
 AQ1664  ______________________________________________________________________
 AQ1664  GEOID HEIGHT    -        -28.719 (meters)                     GEOID18
 AQ1664  DYNAMIC HEIGHT  -          4.630 (meters)       15.19  (feet) COMP
 AQ1664  MODELED GRAVITY -    979,281.7   (mgal)                       NAVD 88
 AQ1664
 AQ1664  VERT ORDER      -  SECOND    CLASS I
 AQ1664
 AQ1664.The horizontal coordinates were scaled from a map and have
 AQ1664.an estimated accuracy of +/- 6 seconds.
 AQ1664
 AQ1664.The orthometric height was determined by differential leveling and
 AQ1664.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1664.in June 1991.
 AQ1664
 AQ1664.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1664.GEOID18 height accuracy estimate available here.
 AQ1664
 AQ1664.Click photographs - Photos may exist for this station.
 AQ1664
 AQ1664.The dynamic height is computed by dividing the NAVD 88
 AQ1664.geopotential number by the normal gravity value computed on the
 AQ1664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1664.degrees latitude (g = 980.6199 gals.).
 AQ1664
 AQ1664.The modeled gravity was interpolated from observed gravity values.
 AQ1664
 AQ1664;                    North         East    Units  Estimated Accuracy
 AQ1664;SPC FL E     -   575,540.      185,380.      MT  (+/- 180 meters Scaled)
 AQ1664
 AQ1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN853664(NAD 83)
 AQ1664
 AQ1664                          SUPERSEDED SURVEY CONTROL
 AQ1664
 AQ1664  NGVD 29 (??/??/92)    4.952  (m)           16.25   (f) ADJ UNCH    2 1
 AQ1664
 AQ1664.Superseded values are not recommended for survey control.
 AQ1664
 AQ1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1664.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1664
 AQ1664_MARKER: DD = SURVEY DISK
 AQ1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1664_STAMPING: 73 77 A15
 AQ1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1664+STABILITY: SURFACE MOTION
 AQ1664
 AQ1664  HISTORY     - Date     Condition        Report By
 AQ1664  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1664  HISTORY     - 1988     GOOD             USPSQD
 AQ1664
 AQ1664                          STATION DESCRIPTION
 AQ1664
 AQ1664'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1664'3.4 MI NORTH FROM FLAGLER BEACH.
 AQ1664'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1664'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 3.4 MILES TO
 AQ1664'THE ENTRANCE TO FLAGLER BY THE SEA CAMPGROUND. THE MARK BEARS 62.6
 AQ1664'FEET NORTH OF THE NORTH ENTRANCE TO CAMPGROUND, 41.2 FEET NORTHWEST
 AQ1664'OF A STREET LIGHT POLE, 19.3 FEET EAST OF THE CENTERLINE OF STATE
 AQ1664'ROAD A1A, AND 12.4 FEET SOUTH OF A SPEED LIMIT SIGN POST.
 AQ1664
 AQ1664                          STATION RECOVERY (1988)
 AQ1664
 AQ1664'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1664'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1663 ***********************************************************************
 AQ1663  DESIGNATION -  73 77 A 15 RM 1 FLDT
 AQ1663  PID         -  AQ1663
 AQ1663  STATE/COUNTY-  FL/FLAGLER
 AQ1663  COUNTRY     -  US
 AQ1663  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1663
 AQ1663                         *CURRENT SURVEY CONTROL
 AQ1663  ______________________________________________________________________
 AQ1663* NAD 83(1986) POSITION- 29 31 40.     (N) 081 09 03.     (W)   SCALED
 AQ1663* NAVD 88 ORTHO HEIGHT -     4.803 (meters)       15.76  (feet) ADJUSTED
 AQ1663  ______________________________________________________________________
 AQ1663  GEOID HEIGHT    -        -28.719 (meters)                     GEOID18
 AQ1663  DYNAMIC HEIGHT  -          4.796 (meters)       15.73  (feet) COMP
 AQ1663  MODELED GRAVITY -    979,281.7   (mgal)                       NAVD 88
 AQ1663
 AQ1663  VERT ORDER      -  SECOND    CLASS I
 AQ1663
 AQ1663.The horizontal coordinates were scaled from a map and have
 AQ1663.an estimated accuracy of +/- 6 seconds.
 AQ1663
 AQ1663.The orthometric height was determined by differential leveling and
 AQ1663.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1663.in June 1991.
 AQ1663
 AQ1663.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1663.GEOID18 height accuracy estimate available here.
 AQ1663
 AQ1663.Click photographs - Photos may exist for this station.
 AQ1663
 AQ1663.The dynamic height is computed by dividing the NAVD 88
 AQ1663.geopotential number by the normal gravity value computed on the
 AQ1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1663.degrees latitude (g = 980.6199 gals.).
 AQ1663
 AQ1663.The modeled gravity was interpolated from observed gravity values.
 AQ1663
 AQ1663;                    North         East    Units  Estimated Accuracy
 AQ1663;SPC FL E     -   575,540.      185,380.      MT  (+/- 180 meters Scaled)
 AQ1663
 AQ1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN853664(NAD 83)
 AQ1663
 AQ1663                          SUPERSEDED SURVEY CONTROL
 AQ1663
 AQ1663  NGVD 29 (??/??/92)    5.118  (m)           16.79   (f) ADJ UNCH    2 1
 AQ1663
 AQ1663.Superseded values are not recommended for survey control.
 AQ1663
 AQ1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1663.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1663
 AQ1663_MARKER: DD = SURVEY DISK
 AQ1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1663_STAMPING: 73 77 A15 RM NO 1
 AQ1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1663+STABILITY: SURFACE MOTION
 AQ1663
 AQ1663  HISTORY     - Date     Condition        Report By
 AQ1663  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1663
 AQ1663                          STATION DESCRIPTION
 AQ1663
 AQ1663'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1663'3.4 MI NORTH FROM FLAGLER BEACH.
 AQ1663'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1663'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 3.4 MILES TO
 AQ1663'THE NORTH ENTRANCE TO FLAGLER BY THE SEA CAMPGROUND. THE MARK BEARS
 AQ1663'40.2 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, 34 FEET NORTH OF
 AQ1663'THE CENTERLINE OF THE NORTH ENTRANCE TO CAMPGROUND, AND 2 FEET WEST
 AQ1663'OF A STREET LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1665 ***********************************************************************
 AQ1665  DESIGNATION -  73 77 A 15 RM 2 FLDT
 AQ1665  PID         -  AQ1665
 AQ1665  STATE/COUNTY-  FL/FLAGLER
 AQ1665  COUNTRY     -  US
 AQ1665  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1665
 AQ1665                         *CURRENT SURVEY CONTROL
 AQ1665  ______________________________________________________________________
 AQ1665* NAD 83(1986) POSITION- 29 31 40.     (N) 081 09 03.     (W)   SCALED
 AQ1665* NAVD 88 ORTHO HEIGHT -     4.833 (meters)       15.86  (feet) ADJUSTED
 AQ1665  ______________________________________________________________________
 AQ1665  GEOID HEIGHT    -        -28.719 (meters)                     GEOID18
 AQ1665  DYNAMIC HEIGHT  -          4.827 (meters)       15.84  (feet) COMP
 AQ1665  MODELED GRAVITY -    979,281.7   (mgal)                       NAVD 88
 AQ1665
 AQ1665  VERT ORDER      -  SECOND    CLASS I
 AQ1665
 AQ1665.The horizontal coordinates were scaled from a map and have
 AQ1665.an estimated accuracy of +/- 6 seconds.
 AQ1665
 AQ1665.The orthometric height was determined by differential leveling and
 AQ1665.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1665.in June 1991.
 AQ1665
 AQ1665.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1665.GEOID18 height accuracy estimate available here.
 AQ1665
 AQ1665.Click photographs - Photos may exist for this station.
 AQ1665
 AQ1665.The dynamic height is computed by dividing the NAVD 88
 AQ1665.geopotential number by the normal gravity value computed on the
 AQ1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1665.degrees latitude (g = 980.6199 gals.).
 AQ1665
 AQ1665.The modeled gravity was interpolated from observed gravity values.
 AQ1665
 AQ1665;                    North         East    Units  Estimated Accuracy
 AQ1665;SPC FL E     -   575,540.      185,380.      MT  (+/- 180 meters Scaled)
 AQ1665
 AQ1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN853664(NAD 83)
 AQ1665
 AQ1665                          SUPERSEDED SURVEY CONTROL
 AQ1665
 AQ1665  NGVD 29 (??/??/92)    5.149  (m)           16.89   (f) ADJ UNCH    2 1
 AQ1665
 AQ1665.Superseded values are not recommended for survey control.
 AQ1665
 AQ1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1665.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1665
 AQ1665_MARKER: DD = SURVEY DISK
 AQ1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1665_STAMPING: 73 77 A15 RM NO 2
 AQ1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1665+STABILITY: SURFACE MOTION
 AQ1665
 AQ1665  HISTORY     - Date     Condition        Report By
 AQ1665  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1665
 AQ1665                          STATION DESCRIPTION
 AQ1665
 AQ1665'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1665'3.4 MI NORTH FROM FLAGLER BEACH.
 AQ1665'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1665'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 3.4 MILES TO
 AQ1665'THE NORTH ENTRANCE TO FLAGLER BY THE SEA CAMPGROUND. THE MARK BEARS
 AQ1665'41.8 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, AND 41.6 FEET
 AQ1665'NORTH OF A SPED LIMIT SIGN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1668 ***********************************************************************
 AQ1668  DESIGNATION -  73 77 A 16 FLDT
 AQ1668  PID         -  AQ1668
 AQ1668  STATE/COUNTY-  FL/FLAGLER
 AQ1668  COUNTRY     -  US
 AQ1668  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1668
 AQ1668                         *CURRENT SURVEY CONTROL
 AQ1668  ______________________________________________________________________
 AQ1668* NAD 83(1986) POSITION- 29 32 11.     (N) 081 09 18.     (W)   SCALED
 AQ1668* NAVD 88 ORTHO HEIGHT -     3.205 (meters)       10.52  (feet) ADJUSTED
 AQ1668  ______________________________________________________________________
 AQ1668  GEOID HEIGHT    -        -28.728 (meters)                     GEOID18
 AQ1668  DYNAMIC HEIGHT  -          3.200 (meters)       10.50  (feet) COMP
 AQ1668  MODELED GRAVITY -    979,282.0   (mgal)                       NAVD 88
 AQ1668
 AQ1668  VERT ORDER      -  SECOND    CLASS I
 AQ1668
 AQ1668.The horizontal coordinates were scaled from a map and have
 AQ1668.an estimated accuracy of +/- 6 seconds.
 AQ1668
 AQ1668.The orthometric height was determined by differential leveling and
 AQ1668.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1668.in June 1991.
 AQ1668
 AQ1668.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1668.GEOID18 height accuracy estimate available here.
 AQ1668
 AQ1668.Click photographs - Photos may exist for this station.
 AQ1668
 AQ1668.The dynamic height is computed by dividing the NAVD 88
 AQ1668.geopotential number by the normal gravity value computed on the
 AQ1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1668.degrees latitude (g = 980.6199 gals.).
 AQ1668
 AQ1668.The modeled gravity was interpolated from observed gravity values.
 AQ1668
 AQ1668;                    North         East    Units  Estimated Accuracy
 AQ1668;SPC FL E     -   576,490.      184,980.      MT  (+/- 180 meters Scaled)
 AQ1668
 AQ1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN849674(NAD 83)
 AQ1668
 AQ1668                          SUPERSEDED SURVEY CONTROL
 AQ1668
 AQ1668  NGVD 29 (??/??/92)    3.520  (m)           11.55   (f) ADJ UNCH    2 1
 AQ1668
 AQ1668.Superseded values are not recommended for survey control.
 AQ1668
 AQ1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1668.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1668
 AQ1668_MARKER: DD = SURVEY DISK
 AQ1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1668_STAMPING: 73 77 A16
 AQ1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1668+STABILITY: SURFACE MOTION
 AQ1668
 AQ1668  HISTORY     - Date     Condition        Report By
 AQ1668  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1668
 AQ1668                          STATION DESCRIPTION
 AQ1668
 AQ1668'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1668'4 MI NORTH FROM FLAGLER BEACH.
 AQ1668'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1668'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 4 MILES. THE
 AQ1668'MARK BEARS 51 FEET SOUTH OF THE CENTERLINE OF A SAND DRIVEWAY,
 AQ1668'41.2 FEET SOUTHWEST OF A POWERPOLE, AND 26.7 FEET EAST OF THE CENTER
 AQ1668'LINE OF STATE ROAD A1A.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1669 ***********************************************************************
 AQ1669  DESIGNATION -  73 77 A 16 RM 1 FLDT
 AQ1669  PID         -  AQ1669
 AQ1669  STATE/COUNTY-  FL/FLAGLER
 AQ1669  COUNTRY     -  US
 AQ1669  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1669
 AQ1669                         *CURRENT SURVEY CONTROL
 AQ1669  ______________________________________________________________________
 AQ1669* NAD 83(1986) POSITION- 29 32 11.     (N) 081 09 18.     (W)   SCALED
 AQ1669* NAVD 88 ORTHO HEIGHT -     4.040 (meters)       13.25  (feet) ADJUSTED
 AQ1669  ______________________________________________________________________
 AQ1669  GEOID HEIGHT    -        -28.728 (meters)                     GEOID18
 AQ1669  DYNAMIC HEIGHT  -          4.034 (meters)       13.23  (feet) COMP
 AQ1669  MODELED GRAVITY -    979,282.0   (mgal)                       NAVD 88
 AQ1669
 AQ1669  VERT ORDER      -  SECOND    CLASS I
 AQ1669
 AQ1669.The horizontal coordinates were scaled from a map and have
 AQ1669.an estimated accuracy of +/- 6 seconds.
 AQ1669
 AQ1669.The orthometric height was determined by differential leveling and
 AQ1669.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1669.in June 1991.
 AQ1669
 AQ1669.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1669.GEOID18 height accuracy estimate available here.
 AQ1669
 AQ1669.Click photographs - Photos may exist for this station.
 AQ1669
 AQ1669.The dynamic height is computed by dividing the NAVD 88
 AQ1669.geopotential number by the normal gravity value computed on the
 AQ1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1669.degrees latitude (g = 980.6199 gals.).
 AQ1669
 AQ1669.The modeled gravity was interpolated from observed gravity values.
 AQ1669
 AQ1669;                    North         East    Units  Estimated Accuracy
 AQ1669;SPC FL E     -   576,490.      184,980.      MT  (+/- 180 meters Scaled)
 AQ1669
 AQ1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN849674(NAD 83)
 AQ1669
 AQ1669                          SUPERSEDED SURVEY CONTROL
 AQ1669
 AQ1669  NGVD 29 (??/??/92)    4.355  (m)           14.29   (f) ADJ UNCH    2 1
 AQ1669
 AQ1669.Superseded values are not recommended for survey control.
 AQ1669
 AQ1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1669.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1669
 AQ1669_MARKER: DD = SURVEY DISK
 AQ1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1669_STAMPING: 73 77 A16 RM NO 1
 AQ1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1669+STABILITY: SURFACE MOTION
 AQ1669
 AQ1669  HISTORY     - Date     Condition        Report By
 AQ1669  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1669
 AQ1669                          STATION DESCRIPTION
 AQ1669
 AQ1669'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1669'4 MI NORTH FROM FLAGLER BEACH.
 AQ1669'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1669'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 4 MILES. THE
 AQ1669'MARK BEARS 44 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, 14.5
 AQ1669'FEET NORTH OF THE CENTERLINE OF A SAND DRIVEWAY, AND 3.5 FEET WEST OF
 AQ1669'A DRIVEWAY LAMP POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1667 ***********************************************************************
 AQ1667  DESIGNATION -  73 77 A 16 RM 2 FLDT
 AQ1667  PID         -  AQ1667
 AQ1667  STATE/COUNTY-  FL/FLAGLER
 AQ1667  COUNTRY     -  US
 AQ1667  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1667
 AQ1667                         *CURRENT SURVEY CONTROL
 AQ1667  ______________________________________________________________________
 AQ1667* NAD 83(1986) POSITION- 29 32 11.     (N) 081 09 18.     (W)   SCALED
 AQ1667* NAVD 88 ORTHO HEIGHT -     4.238 (meters)       13.90  (feet) ADJUSTED
 AQ1667  ______________________________________________________________________
 AQ1667  GEOID HEIGHT    -        -28.728 (meters)                     GEOID18
 AQ1667  DYNAMIC HEIGHT  -          4.233 (meters)       13.89  (feet) COMP
 AQ1667  MODELED GRAVITY -    979,282.0   (mgal)                       NAVD 88
 AQ1667
 AQ1667  VERT ORDER      -  SECOND    CLASS I
 AQ1667
 AQ1667.The horizontal coordinates were scaled from a map and have
 AQ1667.an estimated accuracy of +/- 6 seconds.
 AQ1667
 AQ1667.The orthometric height was determined by differential leveling and
 AQ1667.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1667.in June 1991.
 AQ1667
 AQ1667.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1667.GEOID18 height accuracy estimate available here.
 AQ1667
 AQ1667.Click photographs - Photos may exist for this station.
 AQ1667
 AQ1667.The dynamic height is computed by dividing the NAVD 88
 AQ1667.geopotential number by the normal gravity value computed on the
 AQ1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1667.degrees latitude (g = 980.6199 gals.).
 AQ1667
 AQ1667.The modeled gravity was interpolated from observed gravity values.
 AQ1667
 AQ1667;                    North         East    Units  Estimated Accuracy
 AQ1667;SPC FL E     -   576,490.      184,980.      MT  (+/- 180 meters Scaled)
 AQ1667
 AQ1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN849674(NAD 83)
 AQ1667
 AQ1667                          SUPERSEDED SURVEY CONTROL
 AQ1667
 AQ1667  NGVD 29 (??/??/92)    4.554  (m)           14.94   (f) ADJ UNCH    2 1
 AQ1667
 AQ1667.Superseded values are not recommended for survey control.
 AQ1667
 AQ1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1667.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1667
 AQ1667_MARKER: DD = SURVEY DISK
 AQ1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1667_STAMPING: 73 77 A16 RM NO 2
 AQ1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1667+STABILITY: SURFACE MOTION
 AQ1667
 AQ1667  HISTORY     - Date     Condition        Report By
 AQ1667  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1667
 AQ1667                          STATION DESCRIPTION
 AQ1667
 AQ1667'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1667'4 MI NORTH FROM FLAGLER BEACH.
 AQ1667'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1667'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 4 MILES. THE
 AQ1667'MARK BEARS 42 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, 12 FEET
 AQ1667'SOUTH OF THE CENTERLINE OF A SAND DRIVEWAY, AND 2 FEET EAST OF A SIGN
 AQ1667'POST (NAME OF RESIDENCE).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1672 ***********************************************************************
 AQ1672  DESIGNATION -  73 77 A 17 FLDT
 AQ1672  PID         -  AQ1672
 AQ1672  STATE/COUNTY-  FL/FLAGLER
 AQ1672  COUNTRY     -  US
 AQ1672  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1672
 AQ1672                         *CURRENT SURVEY CONTROL
 AQ1672  ______________________________________________________________________
 AQ1672* NAD 83(1986) POSITION- 29 32 43.     (N) 081 09 34.     (W)   SCALED
 AQ1672* NAVD 88 ORTHO HEIGHT -     2.559 (meters)        8.40  (feet) ADJUSTED
 AQ1672  ______________________________________________________________________
 AQ1672  GEOID HEIGHT    -        -28.737 (meters)                     GEOID18
 AQ1672  DYNAMIC HEIGHT  -          2.555 (meters)        8.38  (feet) COMP
 AQ1672  MODELED GRAVITY -    979,282.3   (mgal)                       NAVD 88
 AQ1672
 AQ1672  VERT ORDER      -  SECOND    CLASS I
 AQ1672
 AQ1672.The horizontal coordinates were scaled from a map and have
 AQ1672.an estimated accuracy of +/- 6 seconds.
 AQ1672
 AQ1672.The orthometric height was determined by differential leveling and
 AQ1672.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1672.in June 1991.
 AQ1672
 AQ1672.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1672.GEOID18 height accuracy estimate available here.
 AQ1672
 AQ1672.Click photographs - Photos may exist for this station.
 AQ1672
 AQ1672.The dynamic height is computed by dividing the NAVD 88
 AQ1672.geopotential number by the normal gravity value computed on the
 AQ1672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1672.degrees latitude (g = 980.6199 gals.).
 AQ1672
 AQ1672.The modeled gravity was interpolated from observed gravity values.
 AQ1672
 AQ1672;                    North         East    Units  Estimated Accuracy
 AQ1672;SPC FL E     -   577,480.      184,550.      MT  (+/- 180 meters Scaled)
 AQ1672
 AQ1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN845684(NAD 83)
 AQ1672
 AQ1672                          SUPERSEDED SURVEY CONTROL
 AQ1672
 AQ1672  NGVD 29 (??/??/92)    2.872  (m)            9.42   (f) ADJ UNCH    2 1
 AQ1672
 AQ1672.Superseded values are not recommended for survey control.
 AQ1672
 AQ1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1672.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1672
 AQ1672_MARKER: DD = SURVEY DISK
 AQ1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1672_STAMPING: 73 77 A17
 AQ1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1672+STABILITY: SURFACE MOTION
 AQ1672
 AQ1672  HISTORY     - Date     Condition        Report By
 AQ1672  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1672  HISTORY     - 1988     GOOD             USPSQD
 AQ1672  HISTORY     - 1990     GOOD             USPSQD
 AQ1672
 AQ1672                          STATION DESCRIPTION
 AQ1672
 AQ1672'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1672'4.8 MI NORTH FROM FLAGLER BEACH.
 AQ1672'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1672'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 4.8 MILES. THE
 AQ1672'MARK BEARS 97 FEET SOUTH OF THE CENTERLINE OF A SAND TRAIL, 32.5 FEET
 AQ1672'EAST OF THE CENTERLINE OF STATE ROAD A1A, AND 17.5 FEET WEST OF A
 AQ1672'POWER POLE.
 AQ1672
 AQ1672                          STATION RECOVERY (1988)
 AQ1672
 AQ1672'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1672'RECOVERED IN GOOD CONDITION.
 AQ1672
 AQ1672                          STATION RECOVERY (1990)
 AQ1672
 AQ1672'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1672'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1673 ***********************************************************************
 AQ1673  DESIGNATION -  73 77 A 17 RM 1 FLDT
 AQ1673  PID         -  AQ1673
 AQ1673  STATE/COUNTY-  FL/FLAGLER
 AQ1673  COUNTRY     -  US
 AQ1673  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1673
 AQ1673                         *CURRENT SURVEY CONTROL
 AQ1673  ______________________________________________________________________
 AQ1673* NAD 83(1986) POSITION- 29 32 43.     (N) 081 09 34.     (W)   SCALED
 AQ1673* NAVD 88 ORTHO HEIGHT -     3.015 (meters)        9.89  (feet) ADJUSTED
 AQ1673  ______________________________________________________________________
 AQ1673  GEOID HEIGHT    -        -28.737 (meters)                     GEOID18
 AQ1673  DYNAMIC HEIGHT  -          3.011 (meters)        9.88  (feet) COMP
 AQ1673  MODELED GRAVITY -    979,282.3   (mgal)                       NAVD 88
 AQ1673
 AQ1673  VERT ORDER      -  SECOND    CLASS I
 AQ1673
 AQ1673.The horizontal coordinates were scaled from a map and have
 AQ1673.an estimated accuracy of +/- 6 seconds.
 AQ1673
 AQ1673.The orthometric height was determined by differential leveling and
 AQ1673.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1673.in June 1991.
 AQ1673
 AQ1673.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1673.GEOID18 height accuracy estimate available here.
 AQ1673
 AQ1673.Click photographs - Photos may exist for this station.
 AQ1673
 AQ1673.The dynamic height is computed by dividing the NAVD 88
 AQ1673.geopotential number by the normal gravity value computed on the
 AQ1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1673.degrees latitude (g = 980.6199 gals.).
 AQ1673
 AQ1673.The modeled gravity was interpolated from observed gravity values.
 AQ1673
 AQ1673;                    North         East    Units  Estimated Accuracy
 AQ1673;SPC FL E     -   577,480.      184,550.      MT  (+/- 180 meters Scaled)
 AQ1673
 AQ1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN845684(NAD 83)
 AQ1673
 AQ1673                          SUPERSEDED SURVEY CONTROL
 AQ1673
 AQ1673  NGVD 29 (??/??/92)    3.329  (m)           10.92   (f) ADJ UNCH    2 1
 AQ1673
 AQ1673.Superseded values are not recommended for survey control.
 AQ1673
 AQ1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1673.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1673
 AQ1673_MARKER: DD = SURVEY DISK
 AQ1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1673_STAMPING: 73 77 A17 RM NO 1
 AQ1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1673+STABILITY: SURFACE MOTION
 AQ1673
 AQ1673  HISTORY     - Date     Condition        Report By
 AQ1673  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1673
 AQ1673                          STATION DESCRIPTION
 AQ1673
 AQ1673'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1673'4.8 MI NORTH FROM FLAGLER BEACH.
 AQ1673'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1673'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 4.8 MILES. THE
 AQ1673'MARK BEARS 44.6 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A AND
 AQ1673'41.7 FEET SOUTH OF THE CENTERLINE OF A SAND TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1671 ***********************************************************************
 AQ1671  DESIGNATION -  73 77 A 17 RM 2 FLDT
 AQ1671  PID         -  AQ1671
 AQ1671  STATE/COUNTY-  FL/FLAGLER
 AQ1671  COUNTRY     -  US
 AQ1671  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1671
 AQ1671                         *CURRENT SURVEY CONTROL
 AQ1671  ______________________________________________________________________
 AQ1671* NAD 83(1986) POSITION- 29 32 43.     (N) 081 09 34.     (W)   SCALED
 AQ1671* NAVD 88 ORTHO HEIGHT -     3.080 (meters)       10.11  (feet) ADJUSTED
 AQ1671  ______________________________________________________________________
 AQ1671  GEOID HEIGHT    -        -28.737 (meters)                     GEOID18
 AQ1671  DYNAMIC HEIGHT  -          3.076 (meters)       10.09  (feet) COMP
 AQ1671  MODELED GRAVITY -    979,282.3   (mgal)                       NAVD 88
 AQ1671
 AQ1671  VERT ORDER      -  SECOND    CLASS I
 AQ1671
 AQ1671.The horizontal coordinates were scaled from a map and have
 AQ1671.an estimated accuracy of +/- 6 seconds.
 AQ1671
 AQ1671.The orthometric height was determined by differential leveling and
 AQ1671.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1671.in June 1991.
 AQ1671
 AQ1671.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1671.GEOID18 height accuracy estimate available here.
 AQ1671
 AQ1671.Click photographs - Photos may exist for this station.
 AQ1671
 AQ1671.The dynamic height is computed by dividing the NAVD 88
 AQ1671.geopotential number by the normal gravity value computed on the
 AQ1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1671.degrees latitude (g = 980.6199 gals.).
 AQ1671
 AQ1671.The modeled gravity was interpolated from observed gravity values.
 AQ1671
 AQ1671;                    North         East    Units  Estimated Accuracy
 AQ1671;SPC FL E     -   577,480.      184,550.      MT  (+/- 180 meters Scaled)
 AQ1671
 AQ1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN845684(NAD 83)
 AQ1671
 AQ1671                          SUPERSEDED SURVEY CONTROL
 AQ1671
 AQ1671  NGVD 29 (??/??/92)    3.394  (m)           11.14   (f) ADJ UNCH    2 1
 AQ1671
 AQ1671.Superseded values are not recommended for survey control.
 AQ1671
 AQ1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1671.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1671
 AQ1671_MARKER: DD = SURVEY DISK
 AQ1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1671_STAMPING: 73 77 A17 RM NO 2
 AQ1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1671+STABILITY: SURFACE MOTION
 AQ1671
 AQ1671  HISTORY     - Date     Condition        Report By
 AQ1671  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1671
 AQ1671                          STATION DESCRIPTION
 AQ1671
 AQ1671'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1671'4.8 MI NORTH FROM FLAGLER BEACH.
 AQ1671'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1671'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 4.8 MILES. THE
 AQ1671'MARK BEARS 45.5 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, AND
 AQ1671'40 FEET SOUTH OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1676 ***********************************************************************
 AQ1676  DESIGNATION -  73 77 A 18 FLDT
 AQ1676  PID         -  AQ1676
 AQ1676  STATE/COUNTY-  FL/FLAGLER
 AQ1676  COUNTRY     -  US
 AQ1676  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1676
 AQ1676                         *CURRENT SURVEY CONTROL
 AQ1676  ______________________________________________________________________
 AQ1676* NAD 83(1986) POSITION- 29 33 21.     (N) 081 09 54.     (W)   SCALED
 AQ1676* NAVD 88 ORTHO HEIGHT -     2.063 (meters)        6.77  (feet) ADJUSTED
 AQ1676  ______________________________________________________________________
 AQ1676  GEOID HEIGHT    -        -28.747 (meters)                     GEOID18
 AQ1676  DYNAMIC HEIGHT  -          2.061 (meters)        6.76  (feet) COMP
 AQ1676  MODELED GRAVITY -    979,282.5   (mgal)                       NAVD 88
 AQ1676
 AQ1676  VERT ORDER      -  SECOND    CLASS I
 AQ1676
 AQ1676.The horizontal coordinates were scaled from a map and have
 AQ1676.an estimated accuracy of +/- 6 seconds.
 AQ1676
 AQ1676.The orthometric height was determined by differential leveling and
 AQ1676.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1676.in June 1991.
 AQ1676
 AQ1676.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1676.GEOID18 height accuracy estimate available here.
 AQ1676
 AQ1676.Click photographs - Photos may exist for this station.
 AQ1676
 AQ1676.The dynamic height is computed by dividing the NAVD 88
 AQ1676.geopotential number by the normal gravity value computed on the
 AQ1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1676.degrees latitude (g = 980.6199 gals.).
 AQ1676
 AQ1676.The modeled gravity was interpolated from observed gravity values.
 AQ1676
 AQ1676;                    North         East    Units  Estimated Accuracy
 AQ1676;SPC FL E     -   578,650.      184,010.      MT  (+/- 180 meters Scaled)
 AQ1676
 AQ1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN840695(NAD 83)
 AQ1676
 AQ1676                          SUPERSEDED SURVEY CONTROL
 AQ1676
 AQ1676  NGVD 29 (??/??/92)    2.375  (m)            7.79   (f) ADJ UNCH    2 1
 AQ1676
 AQ1676.Superseded values are not recommended for survey control.
 AQ1676
 AQ1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1676.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1676
 AQ1676_MARKER: DD = SURVEY DISK
 AQ1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1676_STAMPING: 73 77 A18
 AQ1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1676+STABILITY: SURFACE MOTION
 AQ1676
 AQ1676  HISTORY     - Date     Condition        Report By
 AQ1676  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1676  HISTORY     - 1988     GOOD             USPSQD
 AQ1676
 AQ1676                          STATION DESCRIPTION
 AQ1676
 AQ1676'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1676'5.7 MI NORTH FROM FLAGLER BEACH.
 AQ1676'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1676'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 5.7 MILES. THE
 AQ1676'MARK BEARS 75 FEET SOUTHEAST OF THE CENTERLINE OF A SAND ROAD, AND 43
 AQ1676'FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1676
 AQ1676                          STATION RECOVERY (1988)
 AQ1676
 AQ1676'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1676'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1675 ***********************************************************************
 AQ1675  DESIGNATION -  73 77 A 18 RM 1 FLDT
 AQ1675  PID         -  AQ1675
 AQ1675  STATE/COUNTY-  FL/FLAGLER
 AQ1675  COUNTRY     -  US
 AQ1675  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1675
 AQ1675                         *CURRENT SURVEY CONTROL
 AQ1675  ______________________________________________________________________
 AQ1675* NAD 83(1986) POSITION- 29 33 21.     (N) 081 09 54.     (W)   SCALED
 AQ1675* NAVD 88 ORTHO HEIGHT -     1.968 (meters)        6.46  (feet) ADJUSTED
 AQ1675  ______________________________________________________________________
 AQ1675  GEOID HEIGHT    -        -28.747 (meters)                     GEOID18
 AQ1675  DYNAMIC HEIGHT  -          1.965 (meters)        6.45  (feet) COMP
 AQ1675  MODELED GRAVITY -    979,282.5   (mgal)                       NAVD 88
 AQ1675
 AQ1675  VERT ORDER      -  SECOND    CLASS I
 AQ1675
 AQ1675.The horizontal coordinates were scaled from a map and have
 AQ1675.an estimated accuracy of +/- 6 seconds.
 AQ1675
 AQ1675.The orthometric height was determined by differential leveling and
 AQ1675.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1675.in June 1991.
 AQ1675
 AQ1675.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1675.GEOID18 height accuracy estimate available here.
 AQ1675
 AQ1675.Click photographs - Photos may exist for this station.
 AQ1675
 AQ1675.The dynamic height is computed by dividing the NAVD 88
 AQ1675.geopotential number by the normal gravity value computed on the
 AQ1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1675.degrees latitude (g = 980.6199 gals.).
 AQ1675
 AQ1675.The modeled gravity was interpolated from observed gravity values.
 AQ1675
 AQ1675;                    North         East    Units  Estimated Accuracy
 AQ1675;SPC FL E     -   578,650.      184,010.      MT  (+/- 180 meters Scaled)
 AQ1675
 AQ1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN840695(NAD 83)
 AQ1675
 AQ1675                          SUPERSEDED SURVEY CONTROL
 AQ1675
 AQ1675  NGVD 29 (??/??/92)    2.279  (m)            7.48   (f) ADJ UNCH    2 1
 AQ1675
 AQ1675.Superseded values are not recommended for survey control.
 AQ1675
 AQ1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1675.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1675
 AQ1675_MARKER: DD = SURVEY DISK
 AQ1675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1675_STAMPING: 73 77 A18 RM NO 1
 AQ1675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1675+STABILITY: SURFACE MOTION
 AQ1675
 AQ1675  HISTORY     - Date     Condition        Report By
 AQ1675  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1675  HISTORY     - 1990     GOOD             USPSQD
 AQ1675
 AQ1675                          STATION DESCRIPTION
 AQ1675
 AQ1675'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1675'5.7 MI NORTH FROM FLAGLER BEACH.
 AQ1675'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1675'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 5.7 MILES. THE
 AQ1675'MARK BEARS 74.8 FEET NORTHWEST OF A CONCRETE RIGHT OF WAY MARKER POST,
 AQ1675'AND 56 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1675
 AQ1675                          STATION RECOVERY (1990)
 AQ1675
 AQ1675'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1675'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1677 ***********************************************************************
 AQ1677  DESIGNATION -  73 77 A 18 RM 2 FLDT
 AQ1677  PID         -  AQ1677
 AQ1677  STATE/COUNTY-  FL/FLAGLER
 AQ1677  COUNTRY     -  US
 AQ1677  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1677
 AQ1677                         *CURRENT SURVEY CONTROL
 AQ1677  ______________________________________________________________________
 AQ1677* NAD 83(1986) POSITION- 29 33 21.     (N) 081 09 54.     (W)   SCALED
 AQ1677* NAVD 88 ORTHO HEIGHT -     1.898 (meters)        6.23  (feet) ADJUSTED
 AQ1677  ______________________________________________________________________
 AQ1677  GEOID HEIGHT    -        -28.747 (meters)                     GEOID18
 AQ1677  DYNAMIC HEIGHT  -          1.896 (meters)        6.22  (feet) COMP
 AQ1677  MODELED GRAVITY -    979,282.5   (mgal)                       NAVD 88
 AQ1677
 AQ1677  VERT ORDER      -  SECOND    CLASS I
 AQ1677
 AQ1677.The horizontal coordinates were scaled from a map and have
 AQ1677.an estimated accuracy of +/- 6 seconds.
 AQ1677
 AQ1677.The orthometric height was determined by differential leveling and
 AQ1677.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1677.in June 1991.
 AQ1677
 AQ1677.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1677.GEOID18 height accuracy estimate available here.
 AQ1677
 AQ1677.Click photographs - Photos may exist for this station.
 AQ1677
 AQ1677.The dynamic height is computed by dividing the NAVD 88
 AQ1677.geopotential number by the normal gravity value computed on the
 AQ1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1677.degrees latitude (g = 980.6199 gals.).
 AQ1677
 AQ1677.The modeled gravity was interpolated from observed gravity values.
 AQ1677
 AQ1677;                    North         East    Units  Estimated Accuracy
 AQ1677;SPC FL E     -   578,650.      184,010.      MT  (+/- 180 meters Scaled)
 AQ1677
 AQ1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN840695(NAD 83)
 AQ1677
 AQ1677                          SUPERSEDED SURVEY CONTROL
 AQ1677
 AQ1677  NGVD 29 (??/??/92)    2.210  (m)            7.25   (f) ADJ UNCH    2 1
 AQ1677
 AQ1677.Superseded values are not recommended for survey control.
 AQ1677
 AQ1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1677.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1677
 AQ1677_MARKER: DD = SURVEY DISK
 AQ1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1677_STAMPING: 73 77 A18 RM NO 2
 AQ1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1677+STABILITY: SURFACE MOTION
 AQ1677
 AQ1677  HISTORY     - Date     Condition        Report By
 AQ1677  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1677
 AQ1677                          STATION DESCRIPTION
 AQ1677
 AQ1677'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1677'5.7 MI NORTH FROM FLAGLER BEACH.
 AQ1677'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1677'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 5.7 MILES. THE
 AQ1677'MARK BEARS 64 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND
 AQ1677'29 FEET SOUTHEAST OF THE CENTERLINE OF A SAND ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1680 ***********************************************************************
 AQ1680  DESIGNATION -  73 77 A 19 FLDT
 AQ1680  PID         -  AQ1680
 AQ1680  STATE/COUNTY-  FL/FLAGLER
 AQ1680  COUNTRY     -  US
 AQ1680  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1680
 AQ1680                         *CURRENT SURVEY CONTROL
 AQ1680  ______________________________________________________________________
 AQ1680* NAD 83(1986) POSITION- 29 33 46.     (N) 081 10 03.     (W)   SCALED
 AQ1680* NAVD 88 ORTHO HEIGHT -     6.474 (meters)       21.24  (feet) ADJUSTED
 AQ1680  ______________________________________________________________________
 AQ1680  GEOID HEIGHT    -        -28.753 (meters)                     GEOID18
 AQ1680  DYNAMIC HEIGHT  -          6.465 (meters)       21.21  (feet) COMP
 AQ1680  MODELED GRAVITY -    979,282.7   (mgal)                       NAVD 88
 AQ1680
 AQ1680  VERT ORDER      -  SECOND    CLASS I
 AQ1680
 AQ1680.The horizontal coordinates were scaled from a map and have
 AQ1680.an estimated accuracy of +/- 6 seconds.
 AQ1680
 AQ1680.The orthometric height was determined by differential leveling and
 AQ1680.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1680.in June 1991.
 AQ1680
 AQ1680.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1680.GEOID18 height accuracy estimate available here.
 AQ1680
 AQ1680.Click photographs - Photos may exist for this station.
 AQ1680
 AQ1680.The dynamic height is computed by dividing the NAVD 88
 AQ1680.geopotential number by the normal gravity value computed on the
 AQ1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1680.degrees latitude (g = 980.6199 gals.).
 AQ1680
 AQ1680.The modeled gravity was interpolated from observed gravity values.
 AQ1680
 AQ1680;                    North         East    Units  Estimated Accuracy
 AQ1680;SPC FL E     -   579,420.      183,770.      MT  (+/- 180 meters Scaled)
 AQ1680
 AQ1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN837703(NAD 83)
 AQ1680
 AQ1680                          SUPERSEDED SURVEY CONTROL
 AQ1680
 AQ1680  NGVD 29 (??/??/92)    6.785  (m)           22.26   (f) ADJ UNCH    2 1
 AQ1680
 AQ1680.Superseded values are not recommended for survey control.
 AQ1680
 AQ1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1680.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1680
 AQ1680_MARKER: DD = SURVEY DISK
 AQ1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1680_STAMPING: 73 77 A19
 AQ1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1680+STABILITY: SURFACE MOTION
 AQ1680
 AQ1680  HISTORY     - Date     Condition        Report By
 AQ1680  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1680  HISTORY     - 1989     GOOD             USPSQD
 AQ1680  HISTORY     - 1990     GOOD             USPSQD
 AQ1680
 AQ1680                          STATION DESCRIPTION
 AQ1680
 AQ1680'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1680'6.3 MI NORTH FROM FLAGLER BEACH.
 AQ1680'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1680'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 6.3 MILES TO A
 AQ1680'SAND ROAD LEADING EAST TO THE BEACH. PROCEED EASTELY ON THE SAND ROAD
 AQ1680'FOR 0.1 MILE TO THE TOP OF A SAND DUNE RIDGE. THE MARK BEARS 27 FEET
 AQ1680'NORTH OF THE CENTERLINE OF THE SAND ROAD, AND 3 FEET WEST OF THE EAST
 AQ1680'EDGE OF THE RIDGE.
 AQ1680
 AQ1680                          STATION RECOVERY (1989)
 AQ1680
 AQ1680'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1680'RECOVERED IN GOOD CONDITION.
 AQ1680
 AQ1680                          STATION RECOVERY (1990)
 AQ1680
 AQ1680'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1680'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1679 ***********************************************************************
 AQ1679  DESIGNATION -  73 77 A 19 RM 1 FLDT
 AQ1679  PID         -  AQ1679
 AQ1679  STATE/COUNTY-  FL/FLAGLER
 AQ1679  COUNTRY     -  US
 AQ1679  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1679
 AQ1679                         *CURRENT SURVEY CONTROL
 AQ1679  ______________________________________________________________________
 AQ1679* NAD 83(1986) POSITION- 29 33 46.     (N) 081 10 03.     (W)   SCALED
 AQ1679* NAVD 88 ORTHO HEIGHT -     6.542 (meters)       21.46  (feet) ADJUSTED
 AQ1679  ______________________________________________________________________
 AQ1679  GEOID HEIGHT    -        -28.753 (meters)                     GEOID18
 AQ1679  DYNAMIC HEIGHT  -          6.533 (meters)       21.43  (feet) COMP
 AQ1679  MODELED GRAVITY -    979,282.7   (mgal)                       NAVD 88
 AQ1679
 AQ1679  VERT ORDER      -  SECOND    CLASS I
 AQ1679
 AQ1679.The horizontal coordinates were scaled from a map and have
 AQ1679.an estimated accuracy of +/- 6 seconds.
 AQ1679
 AQ1679.The orthometric height was determined by differential leveling and
 AQ1679.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1679.in June 1991.
 AQ1679
 AQ1679.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1679.GEOID18 height accuracy estimate available here.
 AQ1679
 AQ1679.Click photographs - Photos may exist for this station.
 AQ1679
 AQ1679.The dynamic height is computed by dividing the NAVD 88
 AQ1679.geopotential number by the normal gravity value computed on the
 AQ1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1679.degrees latitude (g = 980.6199 gals.).
 AQ1679
 AQ1679.The modeled gravity was interpolated from observed gravity values.
 AQ1679
 AQ1679;                    North         East    Units  Estimated Accuracy
 AQ1679;SPC FL E     -   579,420.      183,770.      MT  (+/- 180 meters Scaled)
 AQ1679
 AQ1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN837703(NAD 83)
 AQ1679
 AQ1679                          SUPERSEDED SURVEY CONTROL
 AQ1679
 AQ1679  NGVD 29 (??/??/92)    6.852  (m)           22.48   (f) ADJ UNCH    2 1
 AQ1679
 AQ1679.Superseded values are not recommended for survey control.
 AQ1679
 AQ1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1679.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1679
 AQ1679_MARKER: DD = SURVEY DISK
 AQ1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1679_STAMPING: 73 77 A19 RM NO 1
 AQ1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1679+STABILITY: SURFACE MOTION
 AQ1679
 AQ1679  HISTORY     - Date     Condition        Report By
 AQ1679  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1679  HISTORY     - 1989     GOOD             USPSQD
 AQ1679  HISTORY     - 1990     GOOD             USPSQD
 AQ1679
 AQ1679                          STATION DESCRIPTION
 AQ1679
 AQ1679'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1679'6.3 MI NORTH FROM FLAGLER BEACH.
 AQ1679'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1679'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 6.2 MILES TO
 AQ1679'A SAND ROAD LEADING EAST TO THE BEACH. PROCEED EASTERLY ON THE SAND
 AQ1679'ROAD FOR 0.1 MILE TO THE TOP OF THE SAND DUNE RIDGE. THE MARK BEARS
 AQ1679'12 FEET SOUTH OF THE NORTH EDGE OF THE RIDGE AND 8 FEET WEST OF THE
 AQ1679'EAST EDGE OF THE RIDGE.
 AQ1679
 AQ1679                          STATION RECOVERY (1989)
 AQ1679
 AQ1679'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1679'RECOVERED IN GOOD CONDITION.
 AQ1679
 AQ1679                          STATION RECOVERY (1990)
 AQ1679
 AQ1679'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1679'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1681 ***********************************************************************
 AQ1681  DESIGNATION -  73 77 A 19 RM 2 FLDT
 AQ1681  PID         -  AQ1681
 AQ1681  STATE/COUNTY-  FL/FLAGLER
 AQ1681  COUNTRY     -  US
 AQ1681  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1681
 AQ1681                         *CURRENT SURVEY CONTROL
 AQ1681  ______________________________________________________________________
 AQ1681* NAD 83(1986) POSITION- 29 33 46.     (N) 081 10 03.     (W)   SCALED
 AQ1681* NAVD 88 ORTHO HEIGHT -     6.427 (meters)       21.09  (feet) ADJUSTED
 AQ1681  ______________________________________________________________________
 AQ1681  GEOID HEIGHT    -        -28.753 (meters)                     GEOID18
 AQ1681  DYNAMIC HEIGHT  -          6.418 (meters)       21.06  (feet) COMP
 AQ1681  MODELED GRAVITY -    979,282.7   (mgal)                       NAVD 88
 AQ1681
 AQ1681  VERT ORDER      -  SECOND    CLASS I
 AQ1681
 AQ1681.The horizontal coordinates were scaled from a map and have
 AQ1681.an estimated accuracy of +/- 6 seconds.
 AQ1681
 AQ1681.The orthometric height was determined by differential leveling and
 AQ1681.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1681.in June 1991.
 AQ1681
 AQ1681.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1681.GEOID18 height accuracy estimate available here.
 AQ1681
 AQ1681.Click photographs - Photos may exist for this station.
 AQ1681
 AQ1681.The dynamic height is computed by dividing the NAVD 88
 AQ1681.geopotential number by the normal gravity value computed on the
 AQ1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1681.degrees latitude (g = 980.6199 gals.).
 AQ1681
 AQ1681.The modeled gravity was interpolated from observed gravity values.
 AQ1681
 AQ1681;                    North         East    Units  Estimated Accuracy
 AQ1681;SPC FL E     -   579,420.      183,770.      MT  (+/- 180 meters Scaled)
 AQ1681
 AQ1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN837703(NAD 83)
 AQ1681
 AQ1681                          SUPERSEDED SURVEY CONTROL
 AQ1681
 AQ1681  NGVD 29 (??/??/92)    6.737  (m)           22.10   (f) ADJ UNCH    2 1
 AQ1681
 AQ1681.Superseded values are not recommended for survey control.
 AQ1681
 AQ1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1681.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1681
 AQ1681_MARKER: DD = SURVEY DISK
 AQ1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1681_STAMPING: 73 77 A19 RM NO 2
 AQ1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1681+STABILITY: SURFACE MOTION
 AQ1681
 AQ1681  HISTORY     - Date     Condition        Report By
 AQ1681  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1681  HISTORY     - 1989     GOOD             USPSQD
 AQ1681  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1681
 AQ1681                          STATION DESCRIPTION
 AQ1681
 AQ1681'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1681'6.3 MI NORTH FROM FLAGLER BEACH.
 AQ1681'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1681'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 6.3 MILES TO A
 AQ1681'SAND ROAD LEADING EAST TO THE BEACH. PROCEED EAST ON THE SAND ROAD
 AQ1681'FOR 0.1 MILE TO THE TOP OF A SAND DUNE RIDGE. THE MARK BEARS 34 FEET
 AQ1681'WEST OF THE EAST EDGE OF THE RIDGE.
 AQ1681
 AQ1681                          STATION RECOVERY (1989)
 AQ1681
 AQ1681'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1681'RECOVERED IN GOOD CONDITION.
 AQ1681
 AQ1681                          STATION RECOVERY (1990)
 AQ1681
 AQ1681'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1681'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1683 ***********************************************************************
 AQ1683  DESIGNATION -  73 77 A 20 FLDT
 AQ1683  PID         -  AQ1683
 AQ1683  STATE/COUNTY-  FL/FLAGLER
 AQ1683  COUNTRY     -  US
 AQ1683  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1683
 AQ1683                         *CURRENT SURVEY CONTROL
 AQ1683  ______________________________________________________________________
 AQ1683* NAD 83(1986) POSITION- 29 34 43.     (N) 081 10 27.     (W)   SCALED
 AQ1683* NAVD 88 ORTHO HEIGHT -     6.687 (meters)       21.94  (feet) ADJUSTED
 AQ1683  ______________________________________________________________________
 AQ1683  GEOID HEIGHT    -        -28.765 (meters)                     GEOID18
 AQ1683  DYNAMIC HEIGHT  -          6.678 (meters)       21.91  (feet) COMP
 AQ1683  MODELED GRAVITY -    979,283.1   (mgal)                       NAVD 88
 AQ1683
 AQ1683  VERT ORDER      -  SECOND    CLASS I
 AQ1683
 AQ1683.The horizontal coordinates were scaled from a map and have
 AQ1683.an estimated accuracy of +/- 6 seconds.
 AQ1683
 AQ1683.The orthometric height was determined by differential leveling and
 AQ1683.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1683.in June 1991.
 AQ1683
 AQ1683.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1683.GEOID18 height accuracy estimate available here.
 AQ1683
 AQ1683.Click photographs - Photos may exist for this station.
 AQ1683
 AQ1683.The dynamic height is computed by dividing the NAVD 88
 AQ1683.geopotential number by the normal gravity value computed on the
 AQ1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1683.degrees latitude (g = 980.6199 gals.).
 AQ1683
 AQ1683.The modeled gravity was interpolated from observed gravity values.
 AQ1683
 AQ1683;                    North         East    Units  Estimated Accuracy
 AQ1683;SPC FL E     -   581,170.      183,130.      MT  (+/- 180 meters Scaled)
 AQ1683
 AQ1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN831721(NAD 83)
 AQ1683
 AQ1683                          SUPERSEDED SURVEY CONTROL
 AQ1683
 AQ1683  NGVD 29 (??/??/92)    6.998  (m)           22.96   (f) ADJ UNCH    2 1
 AQ1683
 AQ1683.Superseded values are not recommended for survey control.
 AQ1683
 AQ1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1683.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1683
 AQ1683_MARKER: DD = SURVEY DISK
 AQ1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1683_STAMPING: 73 77 A20
 AQ1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1683+STABILITY: SURFACE MOTION
 AQ1683
 AQ1683  HISTORY     - Date     Condition        Report By
 AQ1683  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1683  HISTORY     - 1989     GOOD             USPSQD
 AQ1683  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1683
 AQ1683                          STATION DESCRIPTION
 AQ1683
 AQ1683'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1683'8.7 MI NORTH FROM FLAGLER BEACH.
 AQ1683'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1683'FLAGLER BEACH, PROCED NORTHERLY ON STATE ROAD A1A FOR 7.9 MILES TO
 AQ1683'THE ENTRANCE TO SHERATON INN MOTEL. PROCEED EASTERLY ON THE ENTRANCE
 AQ1683'DRIVE FOR 0.8 MILE TO THE MOTEL OFFICE. THE MARK IS LOCATED NEAR THE
 AQ1683'SOUTHEAST SIDE OF THE MOTEL NEAR A WOODEN GAZEBO, AND BEARS 10 FEET
 AQ1683'NORTH NORTHWEST OF THE NORTH EDGE OF THE SAND RIDGE, AND 8.5 FEET EAST
 AQ1683'OF THE NORTHEAST CORNER OF THE WOODEN GAZEBO.
 AQ1683
 AQ1683                          STATION RECOVERY (1989)
 AQ1683
 AQ1683'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1683'RECOVERED IN GOOD CONDITION.
 AQ1683
 AQ1683                          STATION RECOVERY (1990)
 AQ1683
 AQ1683'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1683'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1684 ***********************************************************************
 AQ1684  DESIGNATION -  73 77 A 20 RM 2 FLDT
 AQ1684  PID         -  AQ1684
 AQ1684  STATE/COUNTY-  FL/FLAGLER
 AQ1684  COUNTRY     -  US
 AQ1684  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1684
 AQ1684                         *CURRENT SURVEY CONTROL
 AQ1684  ______________________________________________________________________
 AQ1684* NAD 83(1986) POSITION- 29 34 43.     (N) 081 10 27.     (W)   SCALED
 AQ1684* NAVD 88 ORTHO HEIGHT -     6.866 (meters)       22.53  (feet) ADJUSTED
 AQ1684  ______________________________________________________________________
 AQ1684  GEOID HEIGHT    -        -28.765 (meters)                     GEOID18
 AQ1684  DYNAMIC HEIGHT  -          6.856 (meters)       22.49  (feet) COMP
 AQ1684  MODELED GRAVITY -    979,283.1   (mgal)                       NAVD 88
 AQ1684
 AQ1684  VERT ORDER      -  SECOND    CLASS I
 AQ1684
 AQ1684.The horizontal coordinates were scaled from a map and have
 AQ1684.an estimated accuracy of +/- 6 seconds.
 AQ1684
 AQ1684.The orthometric height was determined by differential leveling and
 AQ1684.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1684.in June 1991.
 AQ1684
 AQ1684.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1684.GEOID18 height accuracy estimate available here.
 AQ1684
 AQ1684.Click photographs - Photos may exist for this station.
 AQ1684
 AQ1684.The dynamic height is computed by dividing the NAVD 88
 AQ1684.geopotential number by the normal gravity value computed on the
 AQ1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1684.degrees latitude (g = 980.6199 gals.).
 AQ1684
 AQ1684.The modeled gravity was interpolated from observed gravity values.
 AQ1684
 AQ1684;                    North         East    Units  Estimated Accuracy
 AQ1684;SPC FL E     -   581,170.      183,130.      MT  (+/- 180 meters Scaled)
 AQ1684
 AQ1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN831721(NAD 83)
 AQ1684
 AQ1684                          SUPERSEDED SURVEY CONTROL
 AQ1684
 AQ1684  NGVD 29 (??/??/92)    7.176  (m)           23.54   (f) ADJ UNCH    2 1
 AQ1684
 AQ1684.Superseded values are not recommended for survey control.
 AQ1684
 AQ1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1684.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1684
 AQ1684_MARKER: DD = SURVEY DISK
 AQ1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1684_STAMPING: 73 77 A20 RM NO 2
 AQ1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1684+STABILITY: SURFACE MOTION
 AQ1684
 AQ1684  HISTORY     - Date     Condition        Report By
 AQ1684  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1684  HISTORY     - 1989     GOOD             USPSQD
 AQ1684  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1684
 AQ1684                          STATION DESCRIPTION
 AQ1684
 AQ1684'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1684'8.7 MI NORTH FROM FLAGLER BEACH.
 AQ1684'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1684'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 7.9 MILES TO
 AQ1684'THE ENTRANCE TO THE SHERATON INN MOTEL. PROCEED EAST ON THE ENTRANCE
 AQ1684'DRIVE FOR 0.8 MILE TO THE MOTEL OFFICE. THE MARK IS LOCATED NEAR THE
 AQ1684'SOUTHEAST SIDE OF THE MOTEL NEAR A WOODEN GAZEBO, AND BEARS 46 FEET
 AQ1684'NORTH OF THE NORTHEAST CORNER OF THE GAZEBO, 26.5 FEET EAST OF THE
 AQ1684'EAST EDGE OF A CONCRETE SIDEWALK, AND 9 FEET WEST OF THE EAST EDGE OF
 AQ1684'THE SAND RIDGE.
 AQ1684
 AQ1684                          STATION RECOVERY (1989)
 AQ1684
 AQ1684'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1684'RECOVERED IN GOOD CONDITION.
 AQ1684
 AQ1684                          STATION RECOVERY (1990)
 AQ1684
 AQ1684'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1684'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1682 ***********************************************************************
 AQ1682  DESIGNATION -  73 77 A 20 RM NO 1 FLDT
 AQ1682  PID         -  AQ1682
 AQ1682  STATE/COUNTY-  FL/FLAGLER
 AQ1682  COUNTRY     -  US
 AQ1682  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1682
 AQ1682                         *CURRENT SURVEY CONTROL
 AQ1682  ______________________________________________________________________
 AQ1682* NAD 83(1986) POSITION- 29 34 43.     (N) 081 10 27.     (W)   SCALED
 AQ1682* NAVD 88 ORTHO HEIGHT -     6.590 (meters)       21.62  (feet) ADJUSTED
 AQ1682  ______________________________________________________________________
 AQ1682  GEOID HEIGHT    -        -28.765 (meters)                     GEOID18
 AQ1682  DYNAMIC HEIGHT  -          6.581 (meters)       21.59  (feet) COMP
 AQ1682  MODELED GRAVITY -    979,283.1   (mgal)                       NAVD 88
 AQ1682
 AQ1682  VERT ORDER      -  SECOND    CLASS I
 AQ1682
 AQ1682.The horizontal coordinates were scaled from a map and have
 AQ1682.an estimated accuracy of +/- 6 seconds.
 AQ1682
 AQ1682.The orthometric height was determined by differential leveling and
 AQ1682.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1682.in June 1991.
 AQ1682
 AQ1682.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1682.GEOID18 height accuracy estimate available here.
 AQ1682
 AQ1682.Click photographs - Photos may exist for this station.
 AQ1682
 AQ1682.The dynamic height is computed by dividing the NAVD 88
 AQ1682.geopotential number by the normal gravity value computed on the
 AQ1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1682.degrees latitude (g = 980.6199 gals.).
 AQ1682
 AQ1682.The modeled gravity was interpolated from observed gravity values.
 AQ1682
 AQ1682;                    North         East    Units  Estimated Accuracy
 AQ1682;SPC FL E     -   581,170.      183,130.      MT  (+/- 180 meters Scaled)
 AQ1682
 AQ1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN831721(NAD 83)
 AQ1682
 AQ1682                          SUPERSEDED SURVEY CONTROL
 AQ1682
 AQ1682  NGVD 29 (??/??/92)    6.900  (m)           22.64   (f) ADJ UNCH    2 1
 AQ1682
 AQ1682.Superseded values are not recommended for survey control.
 AQ1682
 AQ1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1682.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1682
 AQ1682_MARKER: DD = SURVEY DISK
 AQ1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1682_STAMPING: 73 77 A20 RM NO 1
 AQ1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1682+STABILITY: SURFACE MOTION
 AQ1682
 AQ1682  HISTORY     - Date     Condition        Report By
 AQ1682  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1682  HISTORY     - 1989     GOOD             USPSQD
 AQ1682  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1682
 AQ1682                          STATION DESCRIPTION
 AQ1682
 AQ1682'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1682'8.7 MI NORTH FROM FLAGLER BEACH.
 AQ1682'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1682'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 7.9 MILES TO
 AQ1682'THE ENTRANCE TO SHERATON INN MOTEL. PROCEED EASTERLY ON THE ENTRANCE
 AQ1682'DRIVE FOR 0.8 MILE TO THE MOTEL OFFICE. THE MARK IS LOCATED NEAR THE
 AQ1682'SOUTHEAST SIDE OF THE MOTEL NEAR A WOODEN GAZEBO OVERLOOKING THE
 AQ1682'BEACH, AND BEARS 41 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AQ1682'GAZEBO, 26 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK AND 8
 AQ1682'FEET WEST OF THE EAST EDGE OF THE SAND RIDGE.
 AQ1682
 AQ1682                          STATION RECOVERY (1989)
 AQ1682
 AQ1682'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1682'RECOVERED IN GOOD CONDITION.
 AQ1682
 AQ1682                          STATION RECOVERY (1990)
 AQ1682
 AQ1682'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1682'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1686 ***********************************************************************
 AQ1686  DESIGNATION -  73 77 A 21 FLDT
 AQ1686  PID         -  AQ1686
 AQ1686  STATE/COUNTY-  FL/FLAGLER
 AQ1686  COUNTRY     -  US
 AQ1686  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1686
 AQ1686                         *CURRENT SURVEY CONTROL
 AQ1686  ______________________________________________________________________
 AQ1686* NAD 83(1986) POSITION- 29 35 04.     (N) 081 10 36.     (W)   SCALED
 AQ1686* NAVD 88 ORTHO HEIGHT -     5.746 (meters)       18.85  (feet) ADJUSTED
 AQ1686  ______________________________________________________________________
 AQ1686  GEOID HEIGHT    -        -28.769 (meters)                     GEOID18
 AQ1686  DYNAMIC HEIGHT  -          5.738 (meters)       18.83  (feet) COMP
 AQ1686  MODELED GRAVITY -    979,283.3   (mgal)                       NAVD 88
 AQ1686
 AQ1686  VERT ORDER      -  SECOND    CLASS I
 AQ1686
 AQ1686.The horizontal coordinates were scaled from a map and have
 AQ1686.an estimated accuracy of +/- 6 seconds.
 AQ1686
 AQ1686.The orthometric height was determined by differential leveling and
 AQ1686.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1686.in June 1991.
 AQ1686
 AQ1686.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1686.GEOID18 height accuracy estimate available here.
 AQ1686
 AQ1686.Click photographs - Photos may exist for this station.
 AQ1686
 AQ1686.The dynamic height is computed by dividing the NAVD 88
 AQ1686.geopotential number by the normal gravity value computed on the
 AQ1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1686.degrees latitude (g = 980.6199 gals.).
 AQ1686
 AQ1686.The modeled gravity was interpolated from observed gravity values.
 AQ1686
 AQ1686;                    North         East    Units  Estimated Accuracy
 AQ1686;SPC FL E     -   581,820.      182,890.      MT  (+/- 180 meters Scaled)
 AQ1686
 AQ1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN828727(NAD 83)
 AQ1686
 AQ1686                          SUPERSEDED SURVEY CONTROL
 AQ1686
 AQ1686  NGVD 29 (??/??/92)    6.056  (m)           19.87   (f) ADJ UNCH    2 1
 AQ1686
 AQ1686.Superseded values are not recommended for survey control.
 AQ1686
 AQ1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1686.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1686
 AQ1686_MARKER: DD = SURVEY DISK
 AQ1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1686_STAMPING: 73 77 A21
 AQ1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1686+STABILITY: SURFACE MOTION
 AQ1686
 AQ1686  HISTORY     - Date     Condition        Report By
 AQ1686  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1686  HISTORY     - 1989     GOOD             USPSQD
 AQ1686  HISTORY     - 1990     GOOD             USPSQD
 AQ1686
 AQ1686                          STATION DESCRIPTION
 AQ1686
 AQ1686'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1686'9.2 MI NORTH FROM FLAGLER BEACH.
 AQ1686'BEGINING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1686'FLAGLER BEACH, PROCEED NORTHERLY ON STATEEROAD A1A FOR 8.4 MILES TO
 AQ1686'THE INTERSECTION OF JUNGLE HUT ROAD. PROCEED EAST ON JUNGLE HUT ROAD
 AQ1686'FOR 0.8 MILE TO THE SAND DUNE RIDGE OF THE BEACH. THE MARK BEARS 63
 AQ1686'SOUTHEAST OF THE CENTERLINE OF THE SAND TRAIL TO THE BEACH, AND 3
 AQ1686'FEET WEST OF THE EAST EDGE OF THE SAND DUNE RIDGE.
 AQ1686
 AQ1686                          STATION RECOVERY (1989)
 AQ1686
 AQ1686'RECOVERY NOTE BY US POWER SQUADRON 1989 (SD)
 AQ1686'RECOVERED IN GOOD CONDITION.
 AQ1686
 AQ1686                          STATION RECOVERY (1990)
 AQ1686
 AQ1686'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1686'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1687 ***********************************************************************
 AQ1687  DESIGNATION -  73 77 A 21 RM 1 FLDT
 AQ1687  PID         -  AQ1687
 AQ1687  STATE/COUNTY-  FL/FLAGLER
 AQ1687  COUNTRY     -  US
 AQ1687  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1687
 AQ1687                         *CURRENT SURVEY CONTROL
 AQ1687  ______________________________________________________________________
 AQ1687* NAD 83(1986) POSITION- 29 35 04.     (N) 081 10 36.     (W)   SCALED
 AQ1687* NAVD 88 ORTHO HEIGHT -     3.929 (meters)       12.89  (feet) ADJUSTED
 AQ1687  ______________________________________________________________________
 AQ1687  GEOID HEIGHT    -        -28.769 (meters)                     GEOID18
 AQ1687  DYNAMIC HEIGHT  -          3.924 (meters)       12.87  (feet) COMP
 AQ1687  MODELED GRAVITY -    979,283.3   (mgal)                       NAVD 88
 AQ1687
 AQ1687  VERT ORDER      -  SECOND    CLASS I
 AQ1687
 AQ1687.The horizontal coordinates were scaled from a map and have
 AQ1687.an estimated accuracy of +/- 6 seconds.
 AQ1687
 AQ1687.The orthometric height was determined by differential leveling and
 AQ1687.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1687.in June 1991.
 AQ1687
 AQ1687.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1687.GEOID18 height accuracy estimate available here.
 AQ1687
 AQ1687.Click photographs - Photos may exist for this station.
 AQ1687
 AQ1687.The dynamic height is computed by dividing the NAVD 88
 AQ1687.geopotential number by the normal gravity value computed on the
 AQ1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1687.degrees latitude (g = 980.6199 gals.).
 AQ1687
 AQ1687.The modeled gravity was interpolated from observed gravity values.
 AQ1687
 AQ1687;                    North         East    Units  Estimated Accuracy
 AQ1687;SPC FL E     -   581,820.      182,890.      MT  (+/- 180 meters Scaled)
 AQ1687
 AQ1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN828727(NAD 83)
 AQ1687
 AQ1687                          SUPERSEDED SURVEY CONTROL
 AQ1687
 AQ1687  NGVD 29 (??/??/92)    4.240  (m)           13.91   (f) ADJ UNCH    2 1
 AQ1687
 AQ1687.Superseded values are not recommended for survey control.
 AQ1687
 AQ1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1687.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1687
 AQ1687_MARKER: DD = SURVEY DISK
 AQ1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1687_STAMPING: 73 77 A21 RM NO 1
 AQ1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1687+STABILITY: SURFACE MOTION
 AQ1687
 AQ1687  HISTORY     - Date     Condition        Report By
 AQ1687  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1687  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AQ1687
 AQ1687                          STATION DESCRIPTION
 AQ1687
 AQ1687'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1687'9.2 MI NORTH FROM FLAGLER BEACH.
 AQ1687'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1687'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 8.4 MILES TO
 AQ1687'THE INTERSECTION OF JUNGLE HUT ROAD. PROCEED EAST ON JUNGLE HUT ROAD
 AQ1687'FOR 0.8 MILES TO THE SAND DUNE RIDGE OF THE BEACH. THE MARK BEARS
 AQ1687'21.5 FEET SOUTHEAST OF THE CENTERLINE OF THE SAND TRAIL TO THE BEACH,
 AQ1687'AND 14 FEET WEST OF THE EAST EDGE OF THE SAND DUNE RIDGE.
 AQ1687
 AQ1687                          STATION RECOVERY (1989)
 AQ1687
 AQ1687'RECOVERY NOTE BY US POWER SQUADRON 1989 (SD)
 AQ1687'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1685 ***********************************************************************
 AQ1685  DESIGNATION -  73 77 A 21 RM 2 FLDT
 AQ1685  PID         -  AQ1685
 AQ1685  STATE/COUNTY-  FL/FLAGLER
 AQ1685  COUNTRY     -  US
 AQ1685  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1685
 AQ1685                         *CURRENT SURVEY CONTROL
 AQ1685  ______________________________________________________________________
 AQ1685* NAD 83(1986) POSITION- 29 35 04.     (N) 081 10 36.     (W)   SCALED
 AQ1685* NAVD 88 ORTHO HEIGHT -     3.709 (meters)       12.17  (feet) ADJUSTED
 AQ1685  ______________________________________________________________________
 AQ1685  GEOID HEIGHT    -        -28.769 (meters)                     GEOID18
 AQ1685  DYNAMIC HEIGHT  -          3.704 (meters)       12.15  (feet) COMP
 AQ1685  MODELED GRAVITY -    979,283.3   (mgal)                       NAVD 88
 AQ1685
 AQ1685  VERT ORDER      -  SECOND    CLASS I
 AQ1685
 AQ1685.The horizontal coordinates were scaled from a map and have
 AQ1685.an estimated accuracy of +/- 6 seconds.
 AQ1685
 AQ1685.The orthometric height was determined by differential leveling and
 AQ1685.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1685.in June 1991.
 AQ1685
 AQ1685.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1685.GEOID18 height accuracy estimate available here.
 AQ1685
 AQ1685.Click photographs - Photos may exist for this station.
 AQ1685
 AQ1685.The dynamic height is computed by dividing the NAVD 88
 AQ1685.geopotential number by the normal gravity value computed on the
 AQ1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1685.degrees latitude (g = 980.6199 gals.).
 AQ1685
 AQ1685.The modeled gravity was interpolated from observed gravity values.
 AQ1685
 AQ1685;                    North         East    Units  Estimated Accuracy
 AQ1685;SPC FL E     -   581,820.      182,890.      MT  (+/- 180 meters Scaled)
 AQ1685
 AQ1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN828727(NAD 83)
 AQ1685
 AQ1685                          SUPERSEDED SURVEY CONTROL
 AQ1685
 AQ1685  NGVD 29 (??/??/92)    4.019  (m)           13.19   (f) ADJ UNCH    2 1
 AQ1685
 AQ1685.Superseded values are not recommended for survey control.
 AQ1685
 AQ1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1685.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1685
 AQ1685_MARKER: DD = SURVEY DISK
 AQ1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1685_STAMPING: 73 77 A21 RM NO 2
 AQ1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1685+STABILITY: SURFACE MOTION
 AQ1685
 AQ1685  HISTORY     - Date     Condition        Report By
 AQ1685  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1685  HISTORY     - 1989     GOOD             USPSQD
 AQ1685
 AQ1685                          STATION DESCRIPTION
 AQ1685
 AQ1685'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1685'9.2 MI NORTH FROM FLAGLER BEACH.
 AQ1685'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1685'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 8.4 MILES TO
 AQ1685'THE INTERSECTION OF JUNGLE HUT ROAD. PROCEED EASTERLY ON JUNGLE HUT
 AQ1685'ROAD FOR 0.8 MILES TO THE SAND DUNE RIDGE OF THE BEACH. THE MARK
 AQ1685'BEARS 72 FEET SOUTHEAST OF THE CENTERLINE OF THE SAND TRAIL, AND 6
 AQ1685'FEET WEST OF THE EAST EDGE OF THE SAND DUNE RIDGE.
 AQ1685
 AQ1685                          STATION RECOVERY (1989)
 AQ1685
 AQ1685'RECOVERY NOTE BY US POWER SQUADRON 1989 (SD)
 AQ1685'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1689 ***********************************************************************
 AQ1689  DESIGNATION -  73 77 A 22 FLDT
 AQ1689  PID         -  AQ1689
 AQ1689  STATE/COUNTY-  FL/FLAGLER
 AQ1689  COUNTRY     -  US
 AQ1689  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1689
 AQ1689                         *CURRENT SURVEY CONTROL
 AQ1689  ______________________________________________________________________
 AQ1689* NAD 83(1986) POSITION- 29 35 36.     (N) 081 10 50.     (W)   SCALED
 AQ1689* NAVD 88 ORTHO HEIGHT -     5.719 (meters)       18.76  (feet) ADJUSTED
 AQ1689  ______________________________________________________________________
 AQ1689  GEOID HEIGHT    -        -28.775 (meters)                     GEOID18
 AQ1689  DYNAMIC HEIGHT  -          5.711 (meters)       18.74  (feet) COMP
 AQ1689  MODELED GRAVITY -    979,283.5   (mgal)                       NAVD 88
 AQ1689
 AQ1689  VERT ORDER      -  SECOND    CLASS I
 AQ1689
 AQ1689.The horizontal coordinates were scaled from a map and have
 AQ1689.an estimated accuracy of +/- 6 seconds.
 AQ1689
 AQ1689.The orthometric height was determined by differential leveling and
 AQ1689.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1689.in June 1991.
 AQ1689
 AQ1689.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1689.GEOID18 height accuracy estimate available here.
 AQ1689
 AQ1689.Click photographs - Photos may exist for this station.
 AQ1689
 AQ1689.The dynamic height is computed by dividing the NAVD 88
 AQ1689.geopotential number by the normal gravity value computed on the
 AQ1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1689.degrees latitude (g = 980.6199 gals.).
 AQ1689
 AQ1689.The modeled gravity was interpolated from observed gravity values.
 AQ1689
 AQ1689;                    North         East    Units  Estimated Accuracy
 AQ1689;SPC FL E     -   582,810.      182,510.      MT  (+/- 180 meters Scaled)
 AQ1689
 AQ1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN825737(NAD 83)
 AQ1689
 AQ1689                          SUPERSEDED SURVEY CONTROL
 AQ1689
 AQ1689  NGVD 29 (??/??/92)    6.030  (m)           19.78   (f) ADJ UNCH    2 1
 AQ1689
 AQ1689.Superseded values are not recommended for survey control.
 AQ1689
 AQ1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1689.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1689
 AQ1689_MARKER: DD = SURVEY DISK
 AQ1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1689_STAMPING: 73 77 A22
 AQ1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1689+STABILITY: SURFACE MOTION
 AQ1689
 AQ1689  HISTORY     - Date     Condition        Report By
 AQ1689  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1689  HISTORY     - 1989     GOOD             USPSQD
 AQ1689
 AQ1689                          STATION DESCRIPTION
 AQ1689
 AQ1689'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1689'9.9 MI NORTH FROM FLAGLER BEACH.
 AQ1689'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1689'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 8.4 MILES TO
 AQ1689'THE INTERSECTION OF JUNGLE HUT ROAD. PROCEED EASTERLY ON JUNGLE HUT
 AQ1689'ROAD FOR 0.8 MILE TO THE BEACH. FROM HERE A 4 WHEEL DRIVE VEHICLE IS
 AQ1689'NEEDED TO GO NORTH ALONG THE BEACH FOR 0.7 MILE TO THE MARK, WHICH
 AQ1689'BEARS 7.5 FEET SOUTHWEST OF THE CENTERLINE OF A SAND TRAIL AND 2 FEET
 AQ1689'SOUTHWEST OF THE EAST EDGA OF THE HIGHER SAND RIDGE.
 AQ1689
 AQ1689                          STATION RECOVERY (1989)
 AQ1689
 AQ1689'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1689'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1690 ***********************************************************************
 AQ1690  DESIGNATION -  73 77 A 22 RM 1 FLDT
 AQ1690  PID         -  AQ1690
 AQ1690  STATE/COUNTY-  FL/FLAGLER
 AQ1690  COUNTRY     -  US
 AQ1690  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1690
 AQ1690                         *CURRENT SURVEY CONTROL
 AQ1690  ______________________________________________________________________
 AQ1690* NAD 83(1986) POSITION- 29 35 36.     (N) 081 10 50.     (W)   SCALED
 AQ1690* NAVD 88 ORTHO HEIGHT -     4.019 (meters)       13.19  (feet) ADJUSTED
 AQ1690  ______________________________________________________________________
 AQ1690  GEOID HEIGHT    -        -28.775 (meters)                     GEOID18
 AQ1690  DYNAMIC HEIGHT  -          4.013 (meters)       13.17  (feet) COMP
 AQ1690  MODELED GRAVITY -    979,283.5   (mgal)                       NAVD 88
 AQ1690
 AQ1690  VERT ORDER      -  SECOND    CLASS I
 AQ1690
 AQ1690.The horizontal coordinates were scaled from a map and have
 AQ1690.an estimated accuracy of +/- 6 seconds.
 AQ1690
 AQ1690.The orthometric height was determined by differential leveling and
 AQ1690.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1690.in June 1991.
 AQ1690
 AQ1690.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1690.GEOID18 height accuracy estimate available here.
 AQ1690
 AQ1690.Click photographs - Photos may exist for this station.
 AQ1690
 AQ1690.The dynamic height is computed by dividing the NAVD 88
 AQ1690.geopotential number by the normal gravity value computed on the
 AQ1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1690.degrees latitude (g = 980.6199 gals.).
 AQ1690
 AQ1690.The modeled gravity was interpolated from observed gravity values.
 AQ1690
 AQ1690;                    North         East    Units  Estimated Accuracy
 AQ1690;SPC FL E     -   582,810.      182,510.      MT  (+/- 180 meters Scaled)
 AQ1690
 AQ1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN825737(NAD 83)
 AQ1690
 AQ1690                          SUPERSEDED SURVEY CONTROL
 AQ1690
 AQ1690  NGVD 29 (??/??/92)    4.330  (m)           14.21   (f) ADJ UNCH    2 1
 AQ1690
 AQ1690.Superseded values are not recommended for survey control.
 AQ1690
 AQ1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1690.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1690
 AQ1690_MARKER: DD = SURVEY DISK
 AQ1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1690_STAMPING: 73 77 A22 RM NO 1
 AQ1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1690+STABILITY: SURFACE MOTION
 AQ1690
 AQ1690  HISTORY     - Date     Condition        Report By
 AQ1690  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1690
 AQ1690                          STATION DESCRIPTION
 AQ1690
 AQ1690'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1690'9.9 MI NORTH FROM FLAGLER BEACH.
 AQ1690'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1690'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 8.4 MILES TO
 AQ1690'THE INTERSECTION OF JUNGLE HUT ROAD. PROCEED EASTERLY ON JUNGLE HUT
 AQ1690'ROAD FOR 0.8 MILE TO THE BEACH. FROM HERE A FOUR WHEEL DRIVE VEHICLE
 AQ1690'IS NEEDED TO GO NORTH ALONG THE BEACH FOR 0.7 MILE TO THE MARK. THE
 AQ1690'MARK BEARS 17 FEET NORTHEAST OF THE CENTERLINE OF A SAND TRAIL, AND 2
 AQ1690'FEET SOUTHWEST OF THE EAST EDGE OF THE LOWER SAND RIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1688 ***********************************************************************
 AQ1688  DESIGNATION -  73 77 A 22 RM 2 FLDT
 AQ1688  PID         -  AQ1688
 AQ1688  STATE/COUNTY-  FL/FLAGLER
 AQ1688  COUNTRY     -  US
 AQ1688  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1688
 AQ1688                         *CURRENT SURVEY CONTROL
 AQ1688  ______________________________________________________________________
 AQ1688* NAD 83(1986) POSITION- 29 35 36.     (N) 081 10 50.     (W)   SCALED
 AQ1688* NAVD 88 ORTHO HEIGHT -     3.781 (meters)       12.40  (feet) ADJUSTED
 AQ1688  ______________________________________________________________________
 AQ1688  GEOID HEIGHT    -        -28.775 (meters)                     GEOID18
 AQ1688  DYNAMIC HEIGHT  -          3.775 (meters)       12.39  (feet) COMP
 AQ1688  MODELED GRAVITY -    979,283.5   (mgal)                       NAVD 88
 AQ1688
 AQ1688  VERT ORDER      -  SECOND    CLASS I
 AQ1688
 AQ1688.The horizontal coordinates were scaled from a map and have
 AQ1688.an estimated accuracy of +/- 6 seconds.
 AQ1688
 AQ1688.The orthometric height was determined by differential leveling and
 AQ1688.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1688.in June 1991.
 AQ1688
 AQ1688.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1688.GEOID18 height accuracy estimate available here.
 AQ1688
 AQ1688.Click photographs - Photos may exist for this station.
 AQ1688
 AQ1688.The dynamic height is computed by dividing the NAVD 88
 AQ1688.geopotential number by the normal gravity value computed on the
 AQ1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1688.degrees latitude (g = 980.6199 gals.).
 AQ1688
 AQ1688.The modeled gravity was interpolated from observed gravity values.
 AQ1688
 AQ1688;                    North         East    Units  Estimated Accuracy
 AQ1688;SPC FL E     -   582,810.      182,510.      MT  (+/- 180 meters Scaled)
 AQ1688
 AQ1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN825737(NAD 83)
 AQ1688
 AQ1688                          SUPERSEDED SURVEY CONTROL
 AQ1688
 AQ1688  NGVD 29 (??/??/92)    4.092  (m)           13.43   (f) ADJ UNCH    2 1
 AQ1688
 AQ1688.Superseded values are not recommended for survey control.
 AQ1688
 AQ1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1688.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1688
 AQ1688_MARKER: DD = SURVEY DISK
 AQ1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1688_STAMPING: 73 77 A22 RM NO 2
 AQ1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1688+STABILITY: SURFACE MOTION
 AQ1688
 AQ1688  HISTORY     - Date     Condition        Report By
 AQ1688  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1688
 AQ1688                          STATION DESCRIPTION
 AQ1688
 AQ1688'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1688'9.9 MI NORTH FROM FLAGLER BEACH.
 AQ1688'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1688'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 8.4 MILES TO
 AQ1688'THE INTERSECTION OF JUNGLE HUT ROAD. PROCEED EASTERLY ON JUNGLE HUT
 AQ1688'ROAD FOR 0.8 MILES TO THE BEACH, FROM HERE A 4 WHEEL DRIVE VEHICLE
 AQ1688'IS NEEDED TO GO NORTH ALONG THE BEACH FOR 0.7 MILE TO THE MARK,
 AQ1688'WHICH BEARS 13.5 FEET NORTHEAST OF THE CENTERLINE OF A SAND TRAIL
 AQ1688'AND 7 FEET SOUTHWEST OF THE EAST EDGE OF THE LOWER SAND RIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1691 ***********************************************************************
 AQ1691  DESIGNATION -  73 77 A 23 FLDT
 AQ1691  PID         -  AQ1691
 AQ1691  STATE/COUNTY-  FL/FLAGLER
 AQ1691  COUNTRY     -  US
 AQ1691  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1691
 AQ1691                         *CURRENT SURVEY CONTROL
 AQ1691  ______________________________________________________________________
 AQ1691* NAD 83(1986) POSITION- 29 36 17.     (N) 081 11 07.     (W)   SCALED
 AQ1691* NAVD 88 ORTHO HEIGHT -     5.591 (meters)       18.34  (feet) ADJUSTED
 AQ1691  ______________________________________________________________________
 AQ1691  GEOID HEIGHT    -        -28.782 (meters)                     GEOID18
 AQ1691  DYNAMIC HEIGHT  -          5.583 (meters)       18.32  (feet) COMP
 AQ1691  MODELED GRAVITY -    979,283.9   (mgal)                       NAVD 88
 AQ1691
 AQ1691  VERT ORDER      -  SECOND    CLASS I
 AQ1691
 AQ1691.The horizontal coordinates were scaled from a map and have
 AQ1691.an estimated accuracy of +/- 6 seconds.
 AQ1691
 AQ1691.The orthometric height was determined by differential leveling and
 AQ1691.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1691.in June 1991.
 AQ1691
 AQ1691.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1691.GEOID18 height accuracy estimate available here.
 AQ1691
 AQ1691.Click photographs - Photos may exist for this station.
 AQ1691
 AQ1691.The dynamic height is computed by dividing the NAVD 88
 AQ1691.geopotential number by the normal gravity value computed on the
 AQ1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1691.degrees latitude (g = 980.6199 gals.).
 AQ1691
 AQ1691.The modeled gravity was interpolated from observed gravity values.
 AQ1691
 AQ1691;                    North         East    Units  Estimated Accuracy
 AQ1691;SPC FL E     -   584,070.      182,050.      MT  (+/- 180 meters Scaled)
 AQ1691
 AQ1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN820750(NAD 83)
 AQ1691
 AQ1691                          SUPERSEDED SURVEY CONTROL
 AQ1691
 AQ1691  NGVD 29 (??/??/92)    5.902  (m)           19.36   (f) ADJ UNCH    2 1
 AQ1691
 AQ1691.Superseded values are not recommended for survey control.
 AQ1691
 AQ1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1691.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1691
 AQ1691_MARKER: DD = SURVEY DISK
 AQ1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1691_STAMPING: 73 77 A23
 AQ1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1691+STABILITY: SURFACE MOTION
 AQ1691
 AQ1691  HISTORY     - Date     Condition        Report By
 AQ1691  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1691  HISTORY     - 1989     GOOD             USPSQD
 AQ1691
 AQ1691                          STATION DESCRIPTION
 AQ1691
 AQ1691'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1691'10.5 MI NORTH FROM FLAGLER BEACH.
 AQ1691'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1691'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 9.7 MILES TO
 AQ1691'THE INTERSECTION OF 16TH ROAD. PROCEED EASTERLY ON 16TH ROAD FOR 0.8
 AQ1691'MILE TO THE SAND DUNE RIDGE OF THE BEACH. THE MARK BEARS 83 FEET
 AQ1691'SOUTH OF THE CENTERLINE OF 16TH ROAD AND 6 FEET WEST OF THE EAST EDGE
 AQ1691'OF THE SAND RIDGE.
 AQ1691
 AQ1691                          STATION RECOVERY (1989)
 AQ1691
 AQ1691'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1691'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1692 ***********************************************************************
 AQ1692  DESIGNATION -  73 77 A 23 RM 2 FLDT
 AQ1692  PID         -  AQ1692
 AQ1692  STATE/COUNTY-  FL/FLAGLER
 AQ1692  COUNTRY     -  US
 AQ1692  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1692
 AQ1692                         *CURRENT SURVEY CONTROL
 AQ1692  ______________________________________________________________________
 AQ1692* NAD 83(1986) POSITION- 29 36 17.     (N) 081 11 07.     (W)   SCALED
 AQ1692* NAVD 88 ORTHO HEIGHT -     4.689 (meters)       15.38  (feet) ADJUSTED
 AQ1692  ______________________________________________________________________
 AQ1692  GEOID HEIGHT    -        -28.782 (meters)                     GEOID18
 AQ1692  DYNAMIC HEIGHT  -          4.683 (meters)       15.36  (feet) COMP
 AQ1692  MODELED GRAVITY -    979,283.9   (mgal)                       NAVD 88
 AQ1692
 AQ1692  VERT ORDER      -  SECOND    CLASS I
 AQ1692
 AQ1692.The horizontal coordinates were scaled from a map and have
 AQ1692.an estimated accuracy of +/- 6 seconds.
 AQ1692
 AQ1692.The orthometric height was determined by differential leveling and
 AQ1692.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1692.in June 1991.
 AQ1692
 AQ1692.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1692.GEOID18 height accuracy estimate available here.
 AQ1692
 AQ1692.Click photographs - Photos may exist for this station.
 AQ1692
 AQ1692.The dynamic height is computed by dividing the NAVD 88
 AQ1692.geopotential number by the normal gravity value computed on the
 AQ1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1692.degrees latitude (g = 980.6199 gals.).
 AQ1692
 AQ1692.The modeled gravity was interpolated from observed gravity values.
 AQ1692
 AQ1692;                    North         East    Units  Estimated Accuracy
 AQ1692;SPC FL E     -   584,070.      182,050.      MT  (+/- 180 meters Scaled)
 AQ1692
 AQ1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN820750(NAD 83)
 AQ1692
 AQ1692                          SUPERSEDED SURVEY CONTROL
 AQ1692
 AQ1692  NGVD 29 (??/??/92)    5.000  (m)           16.40   (f) ADJ UNCH    2 1
 AQ1692
 AQ1692.Superseded values are not recommended for survey control.
 AQ1692
 AQ1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1692.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1692
 AQ1692_MARKER: DD = SURVEY DISK
 AQ1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1692_STAMPING: 73 77 A23 RM NO 2
 AQ1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1692+STABILITY: SURFACE MOTION
 AQ1692
 AQ1692  HISTORY     - Date     Condition        Report By
 AQ1692  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1692
 AQ1692                          STATION DESCRIPTION
 AQ1692
 AQ1692'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1692'10.5 MI NORTH FROM FLAGLER BEACH.
 AQ1692'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1692'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 9.7 MILES TO
 AQ1692'THE INTERSECTION OF 16TH ROAD. PROCEED EASTERLY ON 16TH ROAD FOR 0.8
 AQ1692'MILE TO THE SAND DUNE RIDGE OF THE BEACH. THE MARK BEARS 40 FEET WEST
 AQ1692'OF THE EAST EDGE OF THE LOWER SAND RIDGE, 35 FEET SOUTH OF THE CENTER
 AQ1692'LINE OF 16TH ROAD, AND 10 FEET WEST OF THE EAST EDGE OF THE HIGHER
 AQ1692'SAND RIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1693 ***********************************************************************
 AQ1693  DESIGNATION -  73 77 A 24 FLDT
 AQ1693  PID         -  AQ1693
 AQ1693  STATE/COUNTY-  FL/FLAGLER
 AQ1693  COUNTRY     -  US
 AQ1693  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1693
 AQ1693                         *CURRENT SURVEY CONTROL
 AQ1693  ______________________________________________________________________
 AQ1693* NAD 83(1986) POSITION- 29 37 00.     (N) 081 11 24.     (W)   SCALED
 AQ1693* NAVD 88 ORTHO HEIGHT -     5.564 (meters)       18.25  (feet) ADJUSTED
 AQ1693  ______________________________________________________________________
 AQ1693  GEOID HEIGHT    -        -28.788 (meters)                     GEOID18
 AQ1693  DYNAMIC HEIGHT  -          5.556 (meters)       18.23  (feet) COMP
 AQ1693  MODELED GRAVITY -    979,284.5   (mgal)                       NAVD 88
 AQ1693
 AQ1693  VERT ORDER      -  SECOND    CLASS I
 AQ1693
 AQ1693.The horizontal coordinates were scaled from a map and have
 AQ1693.an estimated accuracy of +/- 6 seconds.
 AQ1693
 AQ1693.The orthometric height was determined by differential leveling and
 AQ1693.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1693.in June 1991.
 AQ1693
 AQ1693.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1693.GEOID18 height accuracy estimate available here.
 AQ1693
 AQ1693.Click photographs - Photos may exist for this station.
 AQ1693
 AQ1693.The dynamic height is computed by dividing the NAVD 88
 AQ1693.geopotential number by the normal gravity value computed on the
 AQ1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1693.degrees latitude (g = 980.6199 gals.).
 AQ1693
 AQ1693.The modeled gravity was interpolated from observed gravity values.
 AQ1693
 AQ1693;                    North         East    Units  Estimated Accuracy
 AQ1693;SPC FL E     -   585,390.      181,600.      MT  (+/- 180 meters Scaled)
 AQ1693
 AQ1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN816763(NAD 83)
 AQ1693
 AQ1693                          SUPERSEDED SURVEY CONTROL
 AQ1693
 AQ1693  NGVD 29 (??/??/92)    5.875  (m)           19.27   (f) ADJ UNCH    2 1
 AQ1693
 AQ1693.Superseded values are not recommended for survey control.
 AQ1693
 AQ1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1693.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1693
 AQ1693_MARKER: DD = SURVEY DISK
 AQ1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1693_STAMPING: 73 77 A24
 AQ1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1693+STABILITY: SURFACE MOTION
 AQ1693
 AQ1693  HISTORY     - Date     Condition        Report By
 AQ1693  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1693  HISTORY     - 1988     GOOD             USPSQD
 AQ1693  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1693
 AQ1693                          STATION DESCRIPTION
 AQ1693
 AQ1693'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1693'11.5 MI NORTH FROM FLAGLER BEACH.
 AQ1693'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1693'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 10.7 MILES TO
 AQ1693'THE INTERSECTION OF MALA COMPRA ROAD. PROCEED EASTERLY ON MALA COMPRA
 AQ1693'ROAD FOR 0.8 MILE TO THE SAND DUNE RIDGE OF THE BEACH. THE MARK BEARS
 AQ1693'90.5 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD AND 3 FEET WEST
 AQ1693'OF THE EAST EDGE OF THE SAND RIDGE.
 AQ1693
 AQ1693                          STATION RECOVERY (1988)
 AQ1693
 AQ1693'RECOVERY NOTE BY US POWER SQUADRON 1988 (SD)
 AQ1693'RECOVERED IN GOOD CONDITION.
 AQ1693
 AQ1693                          STATION RECOVERY (1990)
 AQ1693
 AQ1693'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1693'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1695 ***********************************************************************
 AQ1695  DESIGNATION -  73 77 A 24 RM 1 FLDT
 AQ1695  PID         -  AQ1695
 AQ1695  STATE/COUNTY-  FL/FLAGLER
 AQ1695  COUNTRY     -  US
 AQ1695  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1695
 AQ1695                         *CURRENT SURVEY CONTROL
 AQ1695  ______________________________________________________________________
 AQ1695* NAD 83(1986) POSITION- 29 37 00.     (N) 081 11 24.     (W)   SCALED
 AQ1695* NAVD 88 ORTHO HEIGHT -     3.216 (meters)       10.55  (feet) ADJUSTED
 AQ1695  ______________________________________________________________________
 AQ1695  GEOID HEIGHT    -        -28.788 (meters)                     GEOID18
 AQ1695  DYNAMIC HEIGHT  -          3.212 (meters)       10.54  (feet) COMP
 AQ1695  MODELED GRAVITY -    979,284.5   (mgal)                       NAVD 88
 AQ1695
 AQ1695  VERT ORDER      -  SECOND    CLASS I
 AQ1695
 AQ1695.The horizontal coordinates were scaled from a map and have
 AQ1695.an estimated accuracy of +/- 6 seconds.
 AQ1695
 AQ1695.The orthometric height was determined by differential leveling and
 AQ1695.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1695.in June 1991.
 AQ1695
 AQ1695.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1695.GEOID18 height accuracy estimate available here.
 AQ1695
 AQ1695.Click photographs - Photos may exist for this station.
 AQ1695
 AQ1695.The dynamic height is computed by dividing the NAVD 88
 AQ1695.geopotential number by the normal gravity value computed on the
 AQ1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1695.degrees latitude (g = 980.6199 gals.).
 AQ1695
 AQ1695.The modeled gravity was interpolated from observed gravity values.
 AQ1695
 AQ1695;                    North         East    Units  Estimated Accuracy
 AQ1695;SPC FL E     -   585,390.      181,600.      MT  (+/- 180 meters Scaled)
 AQ1695
 AQ1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN816763(NAD 83)
 AQ1695
 AQ1695                          SUPERSEDED SURVEY CONTROL
 AQ1695
 AQ1695  NGVD 29 (??/??/92)    3.528  (m)           11.57   (f) ADJ UNCH    2 1
 AQ1695
 AQ1695.Superseded values are not recommended for survey control.
 AQ1695
 AQ1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1695.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1695
 AQ1695_MARKER: DD = SURVEY DISK
 AQ1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1695_STAMPING: 73 77 A24 RM NO 1
 AQ1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1695+STABILITY: SURFACE MOTION
 AQ1695
 AQ1695  HISTORY     - Date     Condition        Report By
 AQ1695  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1695  HISTORY     - 1988     GOOD             USPSQD
 AQ1695  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1695
 AQ1695                          STATION DESCRIPTION
 AQ1695
 AQ1695'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1695'11.5 MI NORTH FROM FLAGLER BEACH.
 AQ1695'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1695'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 10.7 MILES TO
 AQ1695'THE INTERSECTION OF MALA COMPRA ROAD. PROCEED EASTERLY ON MALA COMPRA
 AQ1695'ROAD FOR 0.8 MILE TO THE SAND DUNE RIDGE OF THE BEACH. THE MARK BEARS
 AQ1695'52 FEET WEST OF THE EAST EDGE OF THE SAND DUNE RIDGE AND 30 FEET
 AQ1695'NORTH OF THE CENTERLINE OF THE PAVED ROAD.
 AQ1695
 AQ1695                          STATION RECOVERY (1988)
 AQ1695
 AQ1695'RECOVERY NOTE BY US POWER SQUADRON 1988 (SD)
 AQ1695'RECOVERED IN GOOD CONDITION.
 AQ1695
 AQ1695                          STATION RECOVERY (1990)
 AQ1695
 AQ1695'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1695'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1694 ***********************************************************************
 AQ1694  DESIGNATION -  73 77 A 24 RM 2 FLDT
 AQ1694  PID         -  AQ1694
 AQ1694  STATE/COUNTY-  FL/FLAGLER
 AQ1694  COUNTRY     -  US
 AQ1694  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1694
 AQ1694                         *CURRENT SURVEY CONTROL
 AQ1694  ______________________________________________________________________
 AQ1694* NAD 83(1986) POSITION- 29 37 00.     (N) 081 11 24.     (W)   SCALED
 AQ1694* NAVD 88 ORTHO HEIGHT -     5.224 (meters)       17.14  (feet) ADJUSTED
 AQ1694  ______________________________________________________________________
 AQ1694  GEOID HEIGHT    -        -28.788 (meters)                     GEOID18
 AQ1694  DYNAMIC HEIGHT  -          5.217 (meters)       17.12  (feet) COMP
 AQ1694  MODELED GRAVITY -    979,284.5   (mgal)                       NAVD 88
 AQ1694
 AQ1694  VERT ORDER      -  SECOND    CLASS I
 AQ1694
 AQ1694.The horizontal coordinates were scaled from a map and have
 AQ1694.an estimated accuracy of +/- 6 seconds.
 AQ1694
 AQ1694.The orthometric height was determined by differential leveling and
 AQ1694.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1694.in June 1991.
 AQ1694
 AQ1694.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1694.GEOID18 height accuracy estimate available here.
 AQ1694
 AQ1694.Click photographs - Photos may exist for this station.
 AQ1694
 AQ1694.The dynamic height is computed by dividing the NAVD 88
 AQ1694.geopotential number by the normal gravity value computed on the
 AQ1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1694.degrees latitude (g = 980.6199 gals.).
 AQ1694
 AQ1694.The modeled gravity was interpolated from observed gravity values.
 AQ1694
 AQ1694;                    North         East    Units  Estimated Accuracy
 AQ1694;SPC FL E     -   585,390.      181,600.      MT  (+/- 180 meters Scaled)
 AQ1694
 AQ1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN816763(NAD 83)
 AQ1694
 AQ1694                          SUPERSEDED SURVEY CONTROL
 AQ1694
 AQ1694  NGVD 29 (??/??/92)    5.536  (m)           18.16   (f) ADJ UNCH    2 1
 AQ1694
 AQ1694.Superseded values are not recommended for survey control.
 AQ1694
 AQ1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1694.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1694
 AQ1694_MARKER: DD = SURVEY DISK
 AQ1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1694_STAMPING: 73 77 A24 RM NO 2
 AQ1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1694+STABILITY: SURFACE MOTION
 AQ1694
 AQ1694  HISTORY     - Date     Condition        Report By
 AQ1694  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1694  HISTORY     - 1988     GOOD             USPSQD
 AQ1694  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1694
 AQ1694                          STATION DESCRIPTION
 AQ1694
 AQ1694'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1694'11.5 MI NORTH FROM FLAGLER BEACH.
 AQ1694'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1694'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROA A1A FOR 10.7 MILES TO
 AQ1694'THE INTERSECTION OF MALA COMPRA ROAD. PROCEED EASTERLY ON MALA COMPRA
 AQ1694'ROAD FOR 0.8 MILE TO THE SAND DUNE RIDGE OF THE BEACH. THE MARK BEARS
 AQ1694'2 FEET WEST OF THE EAST EDGE OF THE SAND RIDGE AND 136 FEET NORTH OF
 AQ1694'THE CENTERLINE OF THE PAVED ROAD.
 AQ1694
 AQ1694                          STATION RECOVERY (1988)
 AQ1694
 AQ1694'RECOVERY NOTE BY US POWER SQUADRON 1988 (SD)
 AQ1694'RECOVERED IN GOOD CONDITION.
 AQ1694
 AQ1694                          STATION RECOVERY (1990)
 AQ1694
 AQ1694'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1694'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1696 ***********************************************************************
 AQ1696  DESIGNATION -  73 77 A 25 FLDT
 AQ1696  PID         -  AQ1696
 AQ1696  STATE/COUNTY-  FL/FLAGLER
 AQ1696  COUNTRY     -  US
 AQ1696  USGS QUAD   -  BEVERLY BEACH (2018)
 AQ1696
 AQ1696                         *CURRENT SURVEY CONTROL
 AQ1696  ______________________________________________________________________
 AQ1696* NAD 83(1986) POSITION- 29 37 21.     (N) 081 11 34.     (W)   SCALED
 AQ1696* NAVD 88 ORTHO HEIGHT -     4.063 (meters)       13.33  (feet) ADJUSTED
 AQ1696  ______________________________________________________________________
 AQ1696  GEOID HEIGHT    -        -28.791 (meters)                     GEOID18
 AQ1696  DYNAMIC HEIGHT  -          4.057 (meters)       13.31  (feet) COMP
 AQ1696  MODELED GRAVITY -    979,284.8   (mgal)                       NAVD 88
 AQ1696
 AQ1696  VERT ORDER      -  SECOND    CLASS I
 AQ1696
 AQ1696.The horizontal coordinates were scaled from a map and have
 AQ1696.an estimated accuracy of +/- 6 seconds.
 AQ1696
 AQ1696.The orthometric height was determined by differential leveling and
 AQ1696.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1696.in June 1991.
 AQ1696
 AQ1696.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1696.GEOID18 height accuracy estimate available here.
 AQ1696
 AQ1696.Click photographs - Photos may exist for this station.
 AQ1696
 AQ1696.The dynamic height is computed by dividing the NAVD 88
 AQ1696.geopotential number by the normal gravity value computed on the
 AQ1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1696.degrees latitude (g = 980.6199 gals.).
 AQ1696
 AQ1696.The modeled gravity was interpolated from observed gravity values.
 AQ1696
 AQ1696;                    North         East    Units  Estimated Accuracy
 AQ1696;SPC FL E     -   586,040.      181,330.      MT  (+/- 180 meters Scaled)
 AQ1696
 AQ1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN813769(NAD 83)
 AQ1696
 AQ1696                          SUPERSEDED SURVEY CONTROL
 AQ1696
 AQ1696  NGVD 29 (??/??/92)    4.375  (m)           14.35   (f) ADJ UNCH    2 1
 AQ1696
 AQ1696.Superseded values are not recommended for survey control.
 AQ1696
 AQ1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1696.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1696
 AQ1696_MARKER: DD = SURVEY DISK
 AQ1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1696_STAMPING: 73 77 A25
 AQ1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1696+STABILITY: SURFACE MOTION
 AQ1696
 AQ1696  HISTORY     - Date     Condition        Report By
 AQ1696  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1696  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AQ1696  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AQ1696
 AQ1696                          STATION DESCRIPTION
 AQ1696
 AQ1696'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1696'11.8 MI NORTH FROM FLAGLER BEACH.
 AQ1696'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1696'FLAGLER BEACCH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 11 MILES TO
 AQ1696'THE INTERSECTION OF ARMONDS LOT ROAD. PROCEED EASTERLY ON ARMONDS LOT
 AQ1696'ROAD FOR 0.8 MILE TO A HEXAGON SHAPED BUILDING. THE MARK IS LOCATED
 AQ1696'OM THE SOUTH SIDE OF THE WOODEN BOARDWALK ON THE NORTH SIDE OF THE
 AQ1696'BUILDING, AND BEARS 44.3 FEET SOUTHEAST OF THE EAST EDGE OF THE WOODEN
 AQ1696'WALKWAY LEADING TO THE BOARDWALK, 15 FEET SOUTH OF THE SOUTH EDGE OF
 AQ1696'THE BOARDWALK, AND 3 FEET WEST OF THE EAST EDGE OF THE SAND DUNE
 AQ1696'RIDGE.
 AQ1696
 AQ1696                          STATION RECOVERY (1988)
 AQ1696
 AQ1696'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1696'MARK NOT FOUND.
 AQ1696
 AQ1696                          STATION RECOVERY (1989)
 AQ1696
 AQ1696'RECOVERY NOTE BY US POWER SQUADRON 1989 (SD)
 AQ1696'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1700 ***********************************************************************
 AQ1700  DESIGNATION -  73 77 A 26 FLDT
 AQ1700  PID         -  AQ1700
 AQ1700  STATE/COUNTY-  FL/FLAGLER
 AQ1700  COUNTRY     -  US
 AQ1700  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1700
 AQ1700                         *CURRENT SURVEY CONTROL
 AQ1700  ______________________________________________________________________
 AQ1700* NAD 83(1986) POSITION- 29 38 12.     (N) 081 11 56.     (W)   SCALED
 AQ1700* NAVD 88 ORTHO HEIGHT -     3.285 (meters)       10.78  (feet) ADJUSTED
 AQ1700  ______________________________________________________________________
 AQ1700  GEOID HEIGHT    -        -28.798 (meters)                     GEOID18
 AQ1700  DYNAMIC HEIGHT  -          3.281 (meters)       10.76  (feet) COMP
 AQ1700  MODELED GRAVITY -    979,285.7   (mgal)                       NAVD 88
 AQ1700
 AQ1700  VERT ORDER      -  SECOND    CLASS I
 AQ1700
 AQ1700.The horizontal coordinates were scaled from a map and have
 AQ1700.an estimated accuracy of +/- 6 seconds.
 AQ1700
 AQ1700.The orthometric height was determined by differential leveling and
 AQ1700.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1700.in June 1991.
 AQ1700
 AQ1700.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1700.GEOID18 height accuracy estimate available here.
 AQ1700
 AQ1700.Click photographs - Photos may exist for this station.
 AQ1700
 AQ1700.The dynamic height is computed by dividing the NAVD 88
 AQ1700.geopotential number by the normal gravity value computed on the
 AQ1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1700.degrees latitude (g = 980.6199 gals.).
 AQ1700
 AQ1700.The modeled gravity was interpolated from observed gravity values.
 AQ1700
 AQ1700;                    North         East    Units  Estimated Accuracy
 AQ1700;SPC FL E     -   587,610.      180,740.      MT  (+/- 180 meters Scaled)
 AQ1700
 AQ1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN807785(NAD 83)
 AQ1700
 AQ1700                          SUPERSEDED SURVEY CONTROL
 AQ1700
 AQ1700  NGVD 29 (??/??/92)    3.597  (m)           11.80   (f) ADJ UNCH    2 1
 AQ1700
 AQ1700.Superseded values are not recommended for survey control.
 AQ1700
 AQ1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1700.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1700
 AQ1700_MARKER: DD = SURVEY DISK
 AQ1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1700_STAMPING: 73 77 A26
 AQ1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1700+STABILITY: SURFACE MOTION
 AQ1700
 AQ1700  HISTORY     - Date     Condition        Report By
 AQ1700  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1700  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AQ1700  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1700
 AQ1700                          STATION DESCRIPTION
 AQ1700
 AQ1700'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1700'12.4 MI NORTH FROM FLAGLER BEACH.
 AQ1700'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1700'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO
 AQ1700'THE ENTRANCE TO WASHINGTON OAKS STATE PARK. PROCEED EASTERLY ON THE
 AQ1700'ENTRANCE DRIVE FOR 0.4 MILE TO THE PICNIC TABLES AT THE BEACH. THE
 AQ1700'MARK BEARS 32 FEET WEST OF THE HIGHEST SECTION OF LARGE ROCKS ALONG
 AQ1700'THE BEACH, 15.5 FEET EAST OF THE EAST SIDE OF THE SHELTER OVER THE
 AQ1700'PICNIC TABLES, AND 8 FEET SOUTH OF A STONE OUTDOOR GRILL.
 AQ1700
 AQ1700                          STATION RECOVERY (1988)
 AQ1700
 AQ1700'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1700'MARK NOT FOUND.
 AQ1700
 AQ1700                          STATION RECOVERY (1990)
 AQ1700
 AQ1700'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1700'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1706 ***********************************************************************
 AQ1706  DESIGNATION -  73 77 A 27 FLDT
 AQ1706  PID         -  AQ1706
 AQ1706  STATE/COUNTY-  FL/FLAGLER
 AQ1706  COUNTRY     -  US
 AQ1706  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1706
 AQ1706                         *CURRENT SURVEY CONTROL
 AQ1706  ______________________________________________________________________
 AQ1706* NAD 83(1986) POSITION- 29 38 43.     (N) 081 12 12.     (W)   SCALED
 AQ1706* NAVD 88 ORTHO HEIGHT -     1.909 (meters)        6.26  (feet) ADJUSTED
 AQ1706  ______________________________________________________________________
 AQ1706  GEOID HEIGHT    -        -28.801 (meters)                     GEOID18
 AQ1706  DYNAMIC HEIGHT  -          1.906 (meters)        6.25  (feet) COMP
 AQ1706  MODELED GRAVITY -    979,286.3   (mgal)                       NAVD 88
 AQ1706
 AQ1706  VERT ORDER      -  SECOND    CLASS I
 AQ1706
 AQ1706.The horizontal coordinates were scaled from a map and have
 AQ1706.an estimated accuracy of +/- 6 seconds.
 AQ1706
 AQ1706.The orthometric height was determined by differential leveling and
 AQ1706.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1706.in June 1991.
 AQ1706
 AQ1706.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1706.GEOID18 height accuracy estimate available here.
 AQ1706
 AQ1706.Click photographs - Photos may exist for this station.
 AQ1706
 AQ1706.The dynamic height is computed by dividing the NAVD 88
 AQ1706.geopotential number by the normal gravity value computed on the
 AQ1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1706.degrees latitude (g = 980.6199 gals.).
 AQ1706
 AQ1706.The modeled gravity was interpolated from observed gravity values.
 AQ1706
 AQ1706;                    North         East    Units  Estimated Accuracy
 AQ1706;SPC FL E     -   588,570.      180,310.      MT  (+/- 180 meters Scaled)
 AQ1706
 AQ1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN803794(NAD 83)
 AQ1706
 AQ1706                          SUPERSEDED SURVEY CONTROL
 AQ1706
 AQ1706  NGVD 29 (??/??/92)    2.221  (m)            7.29   (f) ADJ UNCH    2 1
 AQ1706
 AQ1706.Superseded values are not recommended for survey control.
 AQ1706
 AQ1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1706.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1706
 AQ1706_MARKER: DD = SURVEY DISK
 AQ1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1706_STAMPING: 73 77 A27
 AQ1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1706+STABILITY: SURFACE MOTION
 AQ1706
 AQ1706  HISTORY     - Date     Condition        Report By
 AQ1706  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1706  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AQ1706
 AQ1706                          STATION DESCRIPTION
 AQ1706
 AQ1706'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1706'12.9 MI NORTH FROM FLAGLER BEACH.
 AQ1706'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1706'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12.9 MILES. THE
 AQ1706'MARK BEARS 53.5 FEET NORTHWEST OF A POWERPOLE, 20.5 FEET EAST OF THE
 AQ1706'CENTERLINE OF STATE ROAD A1A, AND 17.5 FEET SOUTHWEST OF THE SOUTH END
 AQ1706'OF A CONCRETE HEADWALL.
 AQ1706
 AQ1706                          STATION RECOVERY (1989)
 AQ1706
 AQ1706'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1706'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1707 ***********************************************************************
 AQ1707  DESIGNATION -  73 77 A 27 RM 1 FLDT
 AQ1707  PID         -  AQ1707
 AQ1707  STATE/COUNTY-  FL/FLAGLER
 AQ1707  COUNTRY     -  US
 AQ1707  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1707
 AQ1707                         *CURRENT SURVEY CONTROL
 AQ1707  ______________________________________________________________________
 AQ1707* NAD 83(1986) POSITION- 29 38 43.     (N) 081 12 12.     (W)   SCALED
 AQ1707* NAVD 88 ORTHO HEIGHT -     1.547 (meters)        5.08  (feet) ADJUSTED
 AQ1707  ______________________________________________________________________
 AQ1707  GEOID HEIGHT    -        -28.801 (meters)                     GEOID18
 AQ1707  DYNAMIC HEIGHT  -          1.545 (meters)        5.07  (feet) COMP
 AQ1707  MODELED GRAVITY -    979,286.3   (mgal)                       NAVD 88
 AQ1707
 AQ1707  VERT ORDER      -  SECOND    CLASS I
 AQ1707
 AQ1707.The horizontal coordinates were scaled from a map and have
 AQ1707.an estimated accuracy of +/- 6 seconds.
 AQ1707
 AQ1707.The orthometric height was determined by differential leveling and
 AQ1707.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1707.in June 1991.
 AQ1707
 AQ1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1707.GEOID18 height accuracy estimate available here.
 AQ1707
 AQ1707.Click photographs - Photos may exist for this station.
 AQ1707
 AQ1707.The dynamic height is computed by dividing the NAVD 88
 AQ1707.geopotential number by the normal gravity value computed on the
 AQ1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1707.degrees latitude (g = 980.6199 gals.).
 AQ1707
 AQ1707.The modeled gravity was interpolated from observed gravity values.
 AQ1707
 AQ1707;                    North         East    Units  Estimated Accuracy
 AQ1707;SPC FL E     -   588,570.      180,310.      MT  (+/- 180 meters Scaled)
 AQ1707
 AQ1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN803794(NAD 83)
 AQ1707
 AQ1707                          SUPERSEDED SURVEY CONTROL
 AQ1707
 AQ1707  NGVD 29 (??/??/92)    1.859  (m)            6.10   (f) ADJ UNCH    2 1
 AQ1707
 AQ1707.Superseded values are not recommended for survey control.
 AQ1707
 AQ1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1707.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1707
 AQ1707_MARKER: DD = SURVEY DISK
 AQ1707_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AQ1707_SP_SET: CONCRETE HEADWALL
 AQ1707_STAMPING: 73 77 A27 RM NO 1
 AQ1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1707
 AQ1707  HISTORY     - Date     Condition        Report By
 AQ1707  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1707  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AQ1707
 AQ1707                          STATION DESCRIPTION
 AQ1707
 AQ1707'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1707'12.9 MI NORTH FROM FLAGLER BEACH.
 AQ1707'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1707'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12.9 MILES. THE
 AQ1707'MARK IS LOCATED ON THE NORTH END OF THE EAST CONCRETE HEADWALL OF A
 AQ1707'CULVERT UNDER THE ROAD, AND BEARS 32 FEET EAST OF THE CENTERLINE OF
 AQ1707'STATE ROAD A1A AND 0.7 FOOT SOUTH OF THE NORTH END OF THE HEADWALL.
 AQ1707
 AQ1707                          STATION RECOVERY (1989)
 AQ1707
 AQ1707'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1707'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1705 ***********************************************************************
 AQ1705  DESIGNATION -  73 77 A 27 RM 2 FLDT
 AQ1705  PID         -  AQ1705
 AQ1705  STATE/COUNTY-  FL/FLAGLER
 AQ1705  COUNTRY     -  US
 AQ1705  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1705
 AQ1705                         *CURRENT SURVEY CONTROL
 AQ1705  ______________________________________________________________________
 AQ1705* NAD 83(1986) POSITION- 29 38 43.     (N) 081 12 12.     (W)   SCALED
 AQ1705* NAVD 88 ORTHO HEIGHT -     1.279 (meters)        4.20  (feet) ADJUSTED
 AQ1705  ______________________________________________________________________
 AQ1705  GEOID HEIGHT    -        -28.801 (meters)                     GEOID18
 AQ1705  DYNAMIC HEIGHT  -          1.277 (meters)        4.19  (feet) COMP
 AQ1705  MODELED GRAVITY -    979,286.3   (mgal)                       NAVD 88
 AQ1705
 AQ1705  VERT ORDER      -  SECOND    CLASS I
 AQ1705
 AQ1705.The horizontal coordinates were scaled from a map and have
 AQ1705.an estimated accuracy of +/- 6 seconds.
 AQ1705
 AQ1705.The orthometric height was determined by differential leveling and
 AQ1705.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1705.in June 1991.
 AQ1705
 AQ1705.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1705.GEOID18 height accuracy estimate available here.
 AQ1705
 AQ1705.Click photographs - Photos may exist for this station.
 AQ1705
 AQ1705.The dynamic height is computed by dividing the NAVD 88
 AQ1705.geopotential number by the normal gravity value computed on the
 AQ1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1705.degrees latitude (g = 980.6199 gals.).
 AQ1705
 AQ1705.The modeled gravity was interpolated from observed gravity values.
 AQ1705
 AQ1705;                    North         East    Units  Estimated Accuracy
 AQ1705;SPC FL E     -   588,570.      180,310.      MT  (+/- 180 meters Scaled)
 AQ1705
 AQ1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN803794(NAD 83)
 AQ1705
 AQ1705                          SUPERSEDED SURVEY CONTROL
 AQ1705
 AQ1705  NGVD 29 (??/??/92)    1.591  (m)            5.22   (f) ADJ UNCH    2 1
 AQ1705
 AQ1705.Superseded values are not recommended for survey control.
 AQ1705
 AQ1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1705.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1705
 AQ1705_MARKER: DD = SURVEY DISK
 AQ1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1705_STAMPING: 73 77 A27 RM NO 2
 AQ1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1705+STABILITY: SURFACE MOTION
 AQ1705
 AQ1705  HISTORY     - Date     Condition        Report By
 AQ1705  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1705  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AQ1705
 AQ1705                          STATION DESCRIPTION
 AQ1705
 AQ1705'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1705'12.9 MI NORTH FROM FLAGLER BEACH.
 AQ1705'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1705'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12.9 MILES. THE
 AQ1705'MARK BEARS 44 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A AND 8 FEET
 AQ1705'NORTHWEST OF A POWER POLE.
 AQ1705
 AQ1705                          STATION RECOVERY (1989)
 AQ1705
 AQ1705'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1705'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1709 ***********************************************************************
 AQ1709  DESIGNATION -  73 77 A 28 FLDT
 AQ1709  PID         -  AQ1709
 AQ1709  STATE/COUNTY-  FL/FLAGLER
 AQ1709  COUNTRY     -  US
 AQ1709  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1709
 AQ1709                         *CURRENT SURVEY CONTROL
 AQ1709  ______________________________________________________________________
 AQ1709* NAD 83(1986) POSITION- 29 39 26.     (N) 081 12 30.     (W)   SCALED
 AQ1709* NAVD 88 ORTHO HEIGHT -     1.641 (meters)        5.38  (feet) ADJUSTED
 AQ1709  ______________________________________________________________________
 AQ1709  GEOID HEIGHT    -        -28.806 (meters)                     GEOID18
 AQ1709  DYNAMIC HEIGHT  -          1.639 (meters)        5.38  (feet) COMP
 AQ1709  MODELED GRAVITY -    979,287.3   (mgal)                       NAVD 88
 AQ1709
 AQ1709  VERT ORDER      -  SECOND    CLASS I
 AQ1709
 AQ1709.The horizontal coordinates were scaled from a map and have
 AQ1709.an estimated accuracy of +/- 6 seconds.
 AQ1709
 AQ1709.The orthometric height was determined by differential leveling and
 AQ1709.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1709.in June 1991.
 AQ1709
 AQ1709.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1709.GEOID18 height accuracy estimate available here.
 AQ1709
 AQ1709.Click photographs - Photos may exist for this station.
 AQ1709
 AQ1709.The dynamic height is computed by dividing the NAVD 88
 AQ1709.geopotential number by the normal gravity value computed on the
 AQ1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1709.degrees latitude (g = 980.6199 gals.).
 AQ1709
 AQ1709.The modeled gravity was interpolated from observed gravity values.
 AQ1709
 AQ1709;                    North         East    Units  Estimated Accuracy
 AQ1709;SPC FL E     -   589,890.      179,830.      MT  (+/- 180 meters Scaled)
 AQ1709
 AQ1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN798808(NAD 83)
 AQ1709
 AQ1709                          SUPERSEDED SURVEY CONTROL
 AQ1709
 AQ1709  NGVD 29 (??/??/92)    1.954  (m)            6.41   (f) ADJ UNCH    2 1
 AQ1709
 AQ1709.Superseded values are not recommended for survey control.
 AQ1709
 AQ1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1709.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1709
 AQ1709_MARKER: DD = SURVEY DISK
 AQ1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1709_STAMPING: 73 77 A28
 AQ1709_PROJECTION: PROJECTING 5 CENTIMETERS
 AQ1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1709+STABILITY: SURFACE MOTION
 AQ1709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1709+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2021
 AQ1709
 AQ1709  HISTORY     - Date     Condition        Report By
 AQ1709  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1709  HISTORY     - 1989     GOOD             USPSQD
 AQ1709  HISTORY     - 20210816 GOOD             LOCSUR
 AQ1709
 AQ1709                          STATION DESCRIPTION
 AQ1709
 AQ1709'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1709'13.8 MI NORTH FROM FLAGLER BEACH.
 AQ1709'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1709'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO
 AQ1709'THE ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON
 AQ1709'STATE ROAD A1A FOR 1.8 MILES. THE MARK BEARS 108 FEET SOUTHWEST OF A
 AQ1709'POWER POLE, 32.5 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A, AND
 AQ1709'17 FEET EAST OF A CONCRETE RIGHT OF WAY MARKER POST.
 AQ1709
 AQ1709                          STATION RECOVERY (1989)
 AQ1709
 AQ1709'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1709'RECOVERED IN GOOD CONDITION.
 AQ1709
 AQ1709                          STATION RECOVERY (2021)
 AQ1709
 AQ1709'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2021 (TNA)
 AQ1709'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1708 ***********************************************************************
 AQ1708  DESIGNATION -  73 77 A 28 RM 1 FLDT
 AQ1708  PID         -  AQ1708
 AQ1708  STATE/COUNTY-  FL/FLAGLER
 AQ1708  COUNTRY     -  US
 AQ1708  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1708
 AQ1708                         *CURRENT SURVEY CONTROL
 AQ1708  ______________________________________________________________________
 AQ1708* NAD 83(1986) POSITION- 29 39 26.     (N) 081 12 30.     (W)   SCALED
 AQ1708* NAVD 88 ORTHO HEIGHT -     1.605 (meters)        5.27  (feet) ADJUSTED
 AQ1708  ______________________________________________________________________
 AQ1708  GEOID HEIGHT    -        -28.806 (meters)                     GEOID18
 AQ1708  DYNAMIC HEIGHT  -          1.603 (meters)        5.26  (feet) COMP
 AQ1708  MODELED GRAVITY -    979,287.3   (mgal)                       NAVD 88
 AQ1708
 AQ1708  VERT ORDER      -  SECOND    CLASS I
 AQ1708
 AQ1708.The horizontal coordinates were scaled from a map and have
 AQ1708.an estimated accuracy of +/- 6 seconds.
 AQ1708
 AQ1708.The orthometric height was determined by differential leveling and
 AQ1708.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1708.in June 1991.
 AQ1708
 AQ1708.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1708.GEOID18 height accuracy estimate available here.
 AQ1708
 AQ1708.Click photographs - Photos may exist for this station.
 AQ1708
 AQ1708.The dynamic height is computed by dividing the NAVD 88
 AQ1708.geopotential number by the normal gravity value computed on the
 AQ1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1708.degrees latitude (g = 980.6199 gals.).
 AQ1708
 AQ1708.The modeled gravity was interpolated from observed gravity values.
 AQ1708
 AQ1708;                    North         East    Units  Estimated Accuracy
 AQ1708;SPC FL E     -   589,890.      179,830.      MT  (+/- 180 meters Scaled)
 AQ1708
 AQ1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN798808(NAD 83)
 AQ1708
 AQ1708                          SUPERSEDED SURVEY CONTROL
 AQ1708
 AQ1708  NGVD 29 (??/??/92)    1.917  (m)            6.29   (f) ADJ UNCH    2 1
 AQ1708
 AQ1708.Superseded values are not recommended for survey control.
 AQ1708
 AQ1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1708.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1708
 AQ1708_MARKER: DD = SURVEY DISK
 AQ1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1708_STAMPING: 73 77 A28 RM NO 1
 AQ1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1708+STABILITY: SURFACE MOTION
 AQ1708
 AQ1708  HISTORY     - Date     Condition        Report By
 AQ1708  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1708  HISTORY     - 1989     GOOD             USPSQD
 AQ1708
 AQ1708                          STATION DESCRIPTION
 AQ1708
 AQ1708'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1708'13.8 MI NORTH FROM FLAGLER BEACH.
 AQ1708'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1708'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO THE
 AQ1708'ENTRANCE TO WASHINGTON OAKS STATE PARK, CONTINUE NORTHERLY ON STATE
 AQ1708'ROAD A1A FOR 1.8 MILES. THE MARK BEARS 55 FEET WEST OF THE CENTERLINE
 AQ1708'OF STATE ROAD A1A, AND 42.7 FEET SOUTH OF A CONCRETE RIGHT OF WAY
 AQ1708'MARKER POST.
 AQ1708
 AQ1708                          STATION RECOVERY (1989)
 AQ1708
 AQ1708'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1708'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1710 ***********************************************************************
 AQ1710  DESIGNATION -  73 77 A 28 RM 2 FLDT
 AQ1710  PID         -  AQ1710
 AQ1710  STATE/COUNTY-  FL/FLAGLER
 AQ1710  COUNTRY     -  US
 AQ1710  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1710
 AQ1710                         *CURRENT SURVEY CONTROL
 AQ1710  ______________________________________________________________________
 AQ1710* NAD 83(1986) POSITION- 29 39 26.     (N) 081 12 30.     (W)   SCALED
 AQ1710* NAVD 88 ORTHO HEIGHT -     1.751 (meters)        5.74  (feet) ADJUSTED
 AQ1710  ______________________________________________________________________
 AQ1710  GEOID HEIGHT    -        -28.806 (meters)                     GEOID18
 AQ1710  DYNAMIC HEIGHT  -          1.749 (meters)        5.74  (feet) COMP
 AQ1710  MODELED GRAVITY -    979,287.3   (mgal)                       NAVD 88
 AQ1710
 AQ1710  VERT ORDER      -  SECOND    CLASS I
 AQ1710
 AQ1710.The horizontal coordinates were scaled from a map and have
 AQ1710.an estimated accuracy of +/- 6 seconds.
 AQ1710
 AQ1710.The orthometric height was determined by differential leveling and
 AQ1710.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1710.in June 1991.
 AQ1710
 AQ1710.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1710.GEOID18 height accuracy estimate available here.
 AQ1710
 AQ1710.Click photographs - Photos may exist for this station.
 AQ1710
 AQ1710.The dynamic height is computed by dividing the NAVD 88
 AQ1710.geopotential number by the normal gravity value computed on the
 AQ1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1710.degrees latitude (g = 980.6199 gals.).
 AQ1710
 AQ1710.The modeled gravity was interpolated from observed gravity values.
 AQ1710
 AQ1710;                    North         East    Units  Estimated Accuracy
 AQ1710;SPC FL E     -   589,890.      179,830.      MT  (+/- 180 meters Scaled)
 AQ1710
 AQ1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN798808(NAD 83)
 AQ1710
 AQ1710                          SUPERSEDED SURVEY CONTROL
 AQ1710
 AQ1710  NGVD 29 (??/??/92)    2.064  (m)            6.77   (f) ADJ UNCH    2 1
 AQ1710
 AQ1710.Superseded values are not recommended for survey control.
 AQ1710
 AQ1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1710.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1710
 AQ1710_MARKER: DD = SURVEY DISK
 AQ1710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1710_STAMPING: 73 77 A28 RM NO 2
 AQ1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1710+STABILITY: SURFACE MOTION
 AQ1710
 AQ1710  HISTORY     - Date     Condition        Report By
 AQ1710  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1710  HISTORY     - 1989     GOOD             USPSQD
 AQ1710  HISTORY     - 20080924 GOOD             GEOCAC
 AQ1710
 AQ1710                          STATION DESCRIPTION
 AQ1710
 AQ1710'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1710'13.8 MI NORTH FROM FLAGLER BEACH.
 AQ1710'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1710'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO
 AQ1710'THE ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON
 AQ1710'STATE ROAD A1A FOR 1.8 MILES. THE MARK BEARS 49.5 FEET WEST OF THE
 AQ1710'CENTERLINE OF STATE ROAD A1A, AND 48.5 FEET NORTH OF A CONCRETE RIGHT
 AQ1710'OF WAY MARKER POST.
 AQ1710
 AQ1710                          STATION RECOVERY (1989)
 AQ1710
 AQ1710'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1710'RECOVERED IN GOOD CONDITION.
 AQ1710
 AQ1710                          STATION RECOVERY (2008)
 AQ1710
 AQ1710'RECOVERY NOTE BY GEOCACHING 2008 (DEB)
 AQ1710'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1712 ***********************************************************************
 AQ1712  DESIGNATION -  73 77 A 29
 AQ1712  PID         -  AQ1712
 AQ1712  STATE/COUNTY-  FL/FLAGLER
 AQ1712  COUNTRY     -  US
 AQ1712  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1712
 AQ1712                         *CURRENT SURVEY CONTROL
 AQ1712  ______________________________________________________________________
 AQ1712* NAD 83(1986) POSITION- 29 40 07.     (N) 081 12 47.     (W)   SCALED
 AQ1712* NAVD 88 ORTHO HEIGHT -     2.157 (meters)        7.08  (feet) ADJUSTED
 AQ1712  ______________________________________________________________________
 AQ1712  GEOID HEIGHT    -        -28.810 (meters)                     GEOID18
 AQ1712  DYNAMIC HEIGHT  -          2.154 (meters)        7.07  (feet) COMP
 AQ1712  MODELED GRAVITY -    979,288.3   (mgal)                       NAVD 88
 AQ1712
 AQ1712  VERT ORDER      -  SECOND    CLASS I
 AQ1712
 AQ1712.The horizontal coordinates were scaled from a map and have
 AQ1712.an estimated accuracy of +/- 6 seconds.
 AQ1712
 AQ1712.The orthometric height was determined by differential leveling and
 AQ1712.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1712.in June 1991.
 AQ1712
 AQ1712.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1712.GEOID18 height accuracy estimate available here.
 AQ1712
 AQ1712.Click photographs - Photos may exist for this station.
 AQ1712
 AQ1712.The dynamic height is computed by dividing the NAVD 88
 AQ1712.geopotential number by the normal gravity value computed on the
 AQ1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1712.degrees latitude (g = 980.6199 gals.).
 AQ1712
 AQ1712.The modeled gravity was interpolated from observed gravity values.
 AQ1712
 AQ1712;                    North         East    Units  Estimated Accuracy
 AQ1712;SPC FL E     -   591,150.      179,380.      MT  (+/- 180 meters Scaled)
 AQ1712
 AQ1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN793820(NAD 83)
 AQ1712
 AQ1712                          SUPERSEDED SURVEY CONTROL
 AQ1712
 AQ1712  NGVD 29 (??/??/92)    2.470  (m)            8.10   (f) ADJ UNCH    2 1
 AQ1712
 AQ1712.Superseded values are not recommended for survey control.
 AQ1712
 AQ1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1712.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1712
 AQ1712_MARKER: DD = SURVEY DISK
 AQ1712_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1712_SP_SET: CURB
 AQ1712_STAMPING: 73 77 A29
 AQ1712_MARK LOGO: FLDT
 AQ1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1712
 AQ1712  HISTORY     - Date     Condition        Report By
 AQ1712  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1712  HISTORY     - 1989     GOOD             USPSQD
 AQ1712  HISTORY     - 1990     GOOD             USPSQD
 AQ1712  HISTORY     - 20080923 POOR             GEOCAC
 AQ1712
 AQ1712                          STATION DESCRIPTION
 AQ1712
 AQ1712'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1712'14.6 MI NORTH FROM FLAGLER BEACH.
 AQ1712'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATEE ROAD 100 AT
 AQ1712'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO THE
 AQ1712'ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON STATE
 AQ1712'ROAD A1A FOR 2.6 MILES TO A POINT JUST SOUTH OF THE ST JOHNS/FLAGLER
 AQ1712'COUNTY LINE, AT THE SMALL TOWN OF MARINELAND. THE MARK IS LOCATED IN
 AQ1712'THE EAST CONCRETE CURB, AND BEARS 26.5 FEET NORTH OF THE CENTERLINE
 AQ1712'OF A DRIVE LEADING EAST, 20.5 FEET EAST OF THE CENTERLINE OF STATE
 AQ1712'ROAD A1A, AND 13 FEET WEST OF A PALM TREE.
 AQ1712
 AQ1712                          STATION RECOVERY (1989)
 AQ1712
 AQ1712'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1712'RECOVERED IN GOOD CONDITION.
 AQ1712
 AQ1712                          STATION RECOVERY (1990)
 AQ1712
 AQ1712'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1712'RECOVERED IN GOOD CONDITION.
 AQ1712
 AQ1712                          STATION RECOVERY (2008)
 AQ1712
 AQ1712'RECOVERY NOTE BY GEOCACHING 2008 (DEB)
 AQ1712'DISK HAS BEEN REMOVED, ONLY THE IMPRINT IN THE EPOXY GLUE ON THE CURB
 AQ1712'REMAINS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1711 ***********************************************************************
 AQ1711  DESIGNATION -  73 77 A 29 RM 1
 AQ1711  PID         -  AQ1711
 AQ1711  STATE/COUNTY-  FL/FLAGLER
 AQ1711  COUNTRY     -  US
 AQ1711  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1711
 AQ1711                         *CURRENT SURVEY CONTROL
 AQ1711  ______________________________________________________________________
 AQ1711* NAD 83(1986) POSITION- 29 40 07.     (N) 081 12 47.     (W)   SCALED
 AQ1711* NAVD 88 ORTHO HEIGHT -     2.121 (meters)        6.96  (feet) ADJUSTED
 AQ1711  ______________________________________________________________________
 AQ1711  GEOID HEIGHT    -        -28.810 (meters)                     GEOID18
 AQ1711  DYNAMIC HEIGHT  -          2.118 (meters)        6.95  (feet) COMP
 AQ1711  MODELED GRAVITY -    979,288.3   (mgal)                       NAVD 88
 AQ1711
 AQ1711  VERT ORDER      -  SECOND    CLASS I
 AQ1711
 AQ1711.The horizontal coordinates were scaled from a map and have
 AQ1711.an estimated accuracy of +/- 6 seconds.
 AQ1711
 AQ1711.The orthometric height was determined by differential leveling and
 AQ1711.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1711.in June 1991.
 AQ1711
 AQ1711.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1711.GEOID18 height accuracy estimate available here.
 AQ1711
 AQ1711.Click photographs - Photos may exist for this station.
 AQ1711
 AQ1711.The dynamic height is computed by dividing the NAVD 88
 AQ1711.geopotential number by the normal gravity value computed on the
 AQ1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1711.degrees latitude (g = 980.6199 gals.).
 AQ1711
 AQ1711.The modeled gravity was interpolated from observed gravity values.
 AQ1711
 AQ1711;                    North         East    Units  Estimated Accuracy
 AQ1711;SPC FL E     -   591,150.      179,380.      MT  (+/- 180 meters Scaled)
 AQ1711
 AQ1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN793820(NAD 83)
 AQ1711
 AQ1711                          SUPERSEDED SURVEY CONTROL
 AQ1711
 AQ1711  NGVD 29 (??/??/92)    2.434  (m)            7.99   (f) ADJ UNCH    2 1
 AQ1711
 AQ1711.Superseded values are not recommended for survey control.
 AQ1711
 AQ1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1711.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1711
 AQ1711_MARKER: DD = SURVEY DISK
 AQ1711_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1711_SP_SET: CURB
 AQ1711_STAMPING: 73 77 A29 RM NO 1
 AQ1711_MARK LOGO: FLDT
 AQ1711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1711
 AQ1711  HISTORY     - Date     Condition        Report By
 AQ1711  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1711  HISTORY     - 1989     GOOD             USPSQD
 AQ1711  HISTORY     - 1990     GOOD             USPSQD
 AQ1711  HISTORY     - 20080923 POOR             GEOCAC
 AQ1711
 AQ1711                          STATION DESCRIPTION
 AQ1711
 AQ1711'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1711'14.6 MI NORTH FROM FLAGLER BEACH.
 AQ1711'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1711'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO
 AQ1711'THE ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON
 AQ1711'STATE ROAD A1A FOR 2.6 MILES TO A POINT JUST SOUTH OF THE ST JOHNS/
 AQ1711'FLAGLER COUNTY LINE AT THE SMALL TOWN OF MARINELAND. THE MARK IS
 AQ1711'LOCATED IN THE EAST CONCRETE CURB OF THE ROAD, AND BEARS 21 FEET
 AQ1711'SOUTH OF THE CENTERLINE OF A DRIVE LEADING EAST, 20.5 FEET EAST OF THE
 AQ1711'CENTERLINE OF STATE ROAD A1A, AND 8 FEET SOUTHWEST OF A PALM TREE.
 AQ1711
 AQ1711                          STATION RECOVERY (1989)
 AQ1711
 AQ1711'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1711'RECOVERED IN GOOD CONDITION.
 AQ1711
 AQ1711                          STATION RECOVERY (1990)
 AQ1711
 AQ1711'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1711'RECOVERED IN GOOD CONDITION.
 AQ1711
 AQ1711                          STATION RECOVERY (2008)
 AQ1711
 AQ1711'RECOVERY NOTE BY GEOCACHING 2008 (DEB)
 AQ1711'DISK HAS BEEN REMOVED, ONLY THE IMPRINT IN THE EPOXY GLUE ON THE CURB
 AQ1711'REMAINS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1713 ***********************************************************************
 AQ1713  DESIGNATION -  73 77 A 29 RM 2
 AQ1713  PID         -  AQ1713
 AQ1713  STATE/COUNTY-  FL/FLAGLER
 AQ1713  COUNTRY     -  US
 AQ1713  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1713
 AQ1713                         *CURRENT SURVEY CONTROL
 AQ1713  ______________________________________________________________________
 AQ1713* NAD 83(1986) POSITION- 29 40 07.     (N) 081 12 47.     (W)   SCALED
 AQ1713* NAVD 88 ORTHO HEIGHT -     2.201 (meters)        7.22  (feet) ADJUSTED
 AQ1713  ______________________________________________________________________
 AQ1713  GEOID HEIGHT    -        -28.810 (meters)                     GEOID18
 AQ1713  DYNAMIC HEIGHT  -          2.198 (meters)        7.21  (feet) COMP
 AQ1713  MODELED GRAVITY -    979,288.3   (mgal)                       NAVD 88
 AQ1713
 AQ1713  VERT ORDER      -  SECOND    CLASS I
 AQ1713
 AQ1713.The horizontal coordinates were scaled from a map and have
 AQ1713.an estimated accuracy of +/- 6 seconds.
 AQ1713
 AQ1713.The orthometric height was determined by differential leveling and
 AQ1713.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1713.in June 1991.
 AQ1713
 AQ1713.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1713.GEOID18 height accuracy estimate available here.
 AQ1713
 AQ1713.Click photographs - Photos may exist for this station.
 AQ1713
 AQ1713.The dynamic height is computed by dividing the NAVD 88
 AQ1713.geopotential number by the normal gravity value computed on the
 AQ1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1713.degrees latitude (g = 980.6199 gals.).
 AQ1713
 AQ1713.The modeled gravity was interpolated from observed gravity values.
 AQ1713
 AQ1713;                    North         East    Units  Estimated Accuracy
 AQ1713;SPC FL E     -   591,150.      179,380.      MT  (+/- 180 meters Scaled)
 AQ1713
 AQ1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN793820(NAD 83)
 AQ1713
 AQ1713                          SUPERSEDED SURVEY CONTROL
 AQ1713
 AQ1713  NGVD 29 (??/??/92)    2.513  (m)            8.24   (f) ADJ UNCH    2 1
 AQ1713
 AQ1713.Superseded values are not recommended for survey control.
 AQ1713
 AQ1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1713.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1713
 AQ1713_MARKER: DD = SURVEY DISK
 AQ1713_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1713_SP_SET: CURB
 AQ1713_STAMPING: 73 77 A29 RM NO 2
 AQ1713_MARK LOGO: FLDT
 AQ1713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1713
 AQ1713  HISTORY     - Date     Condition        Report By
 AQ1713  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1713  HISTORY     - 1989     GOOD             USPSQD
 AQ1713  HISTORY     - 1990     GOOD             USPSQD
 AQ1713  HISTORY     - 20080923 GOOD             GEOCAC
 AQ1713
 AQ1713                          STATION DESCRIPTION
 AQ1713
 AQ1713'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1713'14.6 MI NORTH FROM FLAGLER BEACH.
 AQ1713'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1713'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO THE
 AQ1713'ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE ON STATE ROAD A1A
 AQ1713'FOR 2.6 MILES TO A POINT JUST SOUTH OF THE ST JOHNS/FLAGLER COUNTY
 AQ1713'LINE AT THE SMALL TOWN OF MARINELAND. THE MARK IS LOCATED IN THE EAST
 AQ1713'CONCRETE CURB OF THE ROAD. THE MARK BEARS 69 FEET NORTH OF THE
 AQ1713'CENTERLINE OF A DRIVE LEADING EAST, 20.4 FEET EAST OF THE CENTERLINE
 AQ1713'OF STATE ROAD A1A, AND 10.4 FEET WEST OF A PALM TREE.
 AQ1713
 AQ1713                          STATION RECOVERY (1989)
 AQ1713
 AQ1713'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1713'RECOVERED IN GOOD CONDITION.
 AQ1713
 AQ1713                          STATION RECOVERY (1990)
 AQ1713
 AQ1713'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1713'RECOVERED IN GOOD CONDITION.
 AQ1713
 AQ1713                          STATION RECOVERY (2008)
 AQ1713
 AQ1713'RECOVERY NOTE BY GEOCACHING 2008 (DEB)
 AQ1713'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1715 ***********************************************************************
 AQ1715  DESIGNATION -  73 77 A 30
 AQ1715  PID         -  AQ1715
 AQ1715  STATE/COUNTY-  FL/ST JOHNS
 AQ1715  COUNTRY     -  US
 AQ1715  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1715
 AQ1715                         *CURRENT SURVEY CONTROL
 AQ1715  ______________________________________________________________________
 AQ1715* NAD 83(1986) POSITION- 29 40 25.     (N) 081 12 53.     (W)   SCALED
 AQ1715* NAVD 88 ORTHO HEIGHT -     2.068 (meters)        6.78  (feet) ADJUSTED
 AQ1715  ______________________________________________________________________
 AQ1715  GEOID HEIGHT    -        -28.812 (meters)                     GEOID18
 AQ1715  DYNAMIC HEIGHT  -          2.065 (meters)        6.77  (feet) COMP
 AQ1715  MODELED GRAVITY -    979,288.8   (mgal)                       NAVD 88
 AQ1715
 AQ1715  VERT ORDER      -  SECOND    CLASS I
 AQ1715
 AQ1715.The horizontal coordinates were scaled from a map and have
 AQ1715.an estimated accuracy of +/- 6 seconds.
 AQ1715
 AQ1715.The orthometric height was determined by differential leveling and
 AQ1715.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1715.in June 1991.
 AQ1715
 AQ1715.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1715.GEOID18 height accuracy estimate available here.
 AQ1715
 AQ1715.Click photographs - Photos may exist for this station.
 AQ1715
 AQ1715.The dynamic height is computed by dividing the NAVD 88
 AQ1715.geopotential number by the normal gravity value computed on the
 AQ1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1715.degrees latitude (g = 980.6199 gals.).
 AQ1715
 AQ1715.The modeled gravity was interpolated from observed gravity values.
 AQ1715
 AQ1715;                    North         East    Units  Estimated Accuracy
 AQ1715;SPC FL E     -   591,710.      179,220.      MT  (+/- 180 meters Scaled)
 AQ1715
 AQ1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN792826(NAD 83)
 AQ1715
 AQ1715                          SUPERSEDED SURVEY CONTROL
 AQ1715
 AQ1715  NGVD 29 (??/??/92)    2.382  (m)            7.81   (f) ADJ UNCH    2 1
 AQ1715
 AQ1715.Superseded values are not recommended for survey control.
 AQ1715
 AQ1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1715.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1715
 AQ1715_MARKER: DD = SURVEY DISK
 AQ1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1715_STAMPING: 73 77 A30
 AQ1715_MARK LOGO: FLDT
 AQ1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1715+STABILITY: SURFACE MOTION
 AQ1715
 AQ1715  HISTORY     - Date     Condition        Report By
 AQ1715  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1715  HISTORY     - 1988     GOOD             USPSQD
 AQ1715  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1715  HISTORY     - 20000921 MARK NOT FOUND   FLDT
 AQ1715
 AQ1715                          STATION DESCRIPTION
 AQ1715
 AQ1715'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1715'14.8 MI NORTH FROM FLAGLER BEACH.
 AQ1715'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1715'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 2.6 MILES TO
 AQ1715'THE ST JOHNS/FLAGLER COUNTY LINE AT THE SMALL TOWN OF MARINELAND.
 AQ1715'CONTINUE NORTHERLY ON STATE ROAD A1A FOR 0.2 MILE. THE MARK BEARS 53
 AQ1715'FEET EAST OF THE CENTERLINE OF STATE ROAD A1A. 23 FEET WEST OF THE
 AQ1715'CENTERLINE OF A DIRT ROAD, AND 15.5 FEET NORTHEAST OF A POWER LINE
 AQ1715'BRACE POLE.
 AQ1715
 AQ1715                          STATION RECOVERY (1988)
 AQ1715
 AQ1715'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1715'RECOVERED IN GOOD CONDITION.
 AQ1715
 AQ1715                          STATION RECOVERY (1990)
 AQ1715
 AQ1715'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1715'MARK NOT FOUND.
 AQ1715
 AQ1715                          STATION RECOVERY (2000)
 AQ1715
 AQ1715'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (WA)
 AQ1715'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1716 ***********************************************************************
 AQ1716  DESIGNATION -  73 77 A 30 RM 1
 AQ1716  PID         -  AQ1716
 AQ1716  STATE/COUNTY-  FL/ST JOHNS
 AQ1716  COUNTRY     -  US
 AQ1716  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1716
 AQ1716                         *CURRENT SURVEY CONTROL
 AQ1716  ______________________________________________________________________
 AQ1716* NAD 83(1986) POSITION- 29 40 25.     (N) 081 12 53.     (W)   SCALED
 AQ1716* NAVD 88 ORTHO HEIGHT -     2.260 (meters)        7.41  (feet) ADJUSTED
 AQ1716  ______________________________________________________________________
 AQ1716  GEOID HEIGHT    -        -28.812 (meters)                     GEOID18
 AQ1716  DYNAMIC HEIGHT  -          2.256 (meters)        7.40  (feet) COMP
 AQ1716  MODELED GRAVITY -    979,288.8   (mgal)                       NAVD 88
 AQ1716
 AQ1716  VERT ORDER      -  SECOND    CLASS I
 AQ1716
 AQ1716.The horizontal coordinates were scaled from a map and have
 AQ1716.an estimated accuracy of +/- 6 seconds.
 AQ1716
 AQ1716.The orthometric height was determined by differential leveling and
 AQ1716.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1716.in June 1991.
 AQ1716
 AQ1716.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1716.GEOID18 height accuracy estimate available here.
 AQ1716
 AQ1716.Click photographs - Photos may exist for this station.
 AQ1716
 AQ1716.The dynamic height is computed by dividing the NAVD 88
 AQ1716.geopotential number by the normal gravity value computed on the
 AQ1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1716.degrees latitude (g = 980.6199 gals.).
 AQ1716
 AQ1716.The modeled gravity was interpolated from observed gravity values.
 AQ1716
 AQ1716;                    North         East    Units  Estimated Accuracy
 AQ1716;SPC FL E     -   591,710.      179,220.      MT  (+/- 180 meters Scaled)
 AQ1716
 AQ1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN792826(NAD 83)
 AQ1716
 AQ1716                          SUPERSEDED SURVEY CONTROL
 AQ1716
 AQ1716  NGVD 29 (??/??/92)    2.573  (m)            8.44   (f) ADJ UNCH    2 1
 AQ1716
 AQ1716.Superseded values are not recommended for survey control.
 AQ1716
 AQ1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1716.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1716
 AQ1716_MARKER: DD = SURVEY DISK
 AQ1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1716_STAMPING: 73 77 A30 RM NO 1
 AQ1716_MARK LOGO: FLDT
 AQ1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1716+STABILITY: SURFACE MOTION
 AQ1716
 AQ1716  HISTORY     - Date     Condition        Report By
 AQ1716  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1716  HISTORY     - 1988     GOOD             USPSQD
 AQ1716  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1716
 AQ1716                          STATION DESCRIPTION
 AQ1716
 AQ1716'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1716'14.8 MI NORTH FROM FLAGLER BEACH.
 AQ1716'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1716'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO THE
 AQ1716'ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON STATE
 AQ1716'ROAD A1A FOR 2.6 MILES TO THE ST JOHNS/FLAGLER COUNTY LINE, AT THE
 AQ1716'SMALL TOWN OF MARINELAND. CONTINUE NORTHERLY ON STATE ROAD A1A FOR 0.2
 AQ1716'MILE. THE MARK BEARS 69.2 FEET NORTHEAST OF A POWERLINE BRACE POLE
 AQ1716'AND 15 FEET EAST OF THE CENTERLINE OF A DIRT ROAD.
 AQ1716
 AQ1716                          STATION RECOVERY (1988)
 AQ1716
 AQ1716'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1716'RECOVERED IN GOOD CONDITION.
 AQ1716
 AQ1716                          STATION RECOVERY (1990)
 AQ1716
 AQ1716'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1716'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1714 ***********************************************************************
 AQ1714  DESIGNATION -  73 77 A 30 RM 2
 AQ1714  PID         -  AQ1714
 AQ1714  STATE/COUNTY-  FL/ST JOHNS
 AQ1714  COUNTRY     -  US
 AQ1714  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1714
 AQ1714                         *CURRENT SURVEY CONTROL
 AQ1714  ______________________________________________________________________
 AQ1714* NAD 83(1986) POSITION- 29 40 25.     (N) 081 12 53.     (W)   SCALED
 AQ1714* NAVD 88 ORTHO HEIGHT -     2.262 (meters)        7.42  (feet) ADJUSTED
 AQ1714  ______________________________________________________________________
 AQ1714  GEOID HEIGHT    -        -28.812 (meters)                     GEOID18
 AQ1714  DYNAMIC HEIGHT  -          2.258 (meters)        7.41  (feet) COMP
 AQ1714  MODELED GRAVITY -    979,288.8   (mgal)                       NAVD 88
 AQ1714
 AQ1714  VERT ORDER      -  SECOND    CLASS I
 AQ1714
 AQ1714.The horizontal coordinates were scaled from a map and have
 AQ1714.an estimated accuracy of +/- 6 seconds.
 AQ1714
 AQ1714.The orthometric height was determined by differential leveling and
 AQ1714.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1714.in June 1991.
 AQ1714
 AQ1714.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1714.GEOID18 height accuracy estimate available here.
 AQ1714
 AQ1714.Click photographs - Photos may exist for this station.
 AQ1714
 AQ1714.The dynamic height is computed by dividing the NAVD 88
 AQ1714.geopotential number by the normal gravity value computed on the
 AQ1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1714.degrees latitude (g = 980.6199 gals.).
 AQ1714
 AQ1714.The modeled gravity was interpolated from observed gravity values.
 AQ1714
 AQ1714;                    North         East    Units  Estimated Accuracy
 AQ1714;SPC FL E     -   591,710.      179,220.      MT  (+/- 180 meters Scaled)
 AQ1714
 AQ1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN792826(NAD 83)
 AQ1714
 AQ1714                          SUPERSEDED SURVEY CONTROL
 AQ1714
 AQ1714  NGVD 29 (??/??/92)    2.575  (m)            8.45   (f) ADJ UNCH    2 1
 AQ1714
 AQ1714.Superseded values are not recommended for survey control.
 AQ1714
 AQ1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1714.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1714
 AQ1714_MARKER: DD = SURVEY DISK
 AQ1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1714_STAMPING: 73 77 A30 RM NO 2
 AQ1714_MARK LOGO: FLDT
 AQ1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1714+STABILITY: SURFACE MOTION
 AQ1714
 AQ1714  HISTORY     - Date     Condition        Report By
 AQ1714  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1714  HISTORY     - 1988     GOOD             USPSQD
 AQ1714  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1714
 AQ1714                          STATION DESCRIPTION
 AQ1714
 AQ1714'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1714'14.8 MI NORTH FROM FLAGLER BEACH.
 AQ1714'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1714'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO THE
 AQ1714'ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON STATE
 AQ1714'ROAD A1A FOR 2.6 MILES TO THE ST JOHNS/FLAGLER COUNTY LINE, AT THE
 AQ1714'SMALL TOWN OF MARINELAND. CONTINUE NORTHERLY ON STATE ROAD A1A FOR 0.2
 AQ1714'MILE. THE MARK BEARS 24 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AQ1714'INTERSECTION OF A DIRT ROAD PARRALLELLING STATE ROAD A1A AND A DIRT
 AQ1714'ROAD LEADING EAST TO THE BEACH, AND 5 FEET NORTHEAST OF THE WEST END
 AQ1714'OF AN OUTDOOR SIGN.
 AQ1714
 AQ1714                          STATION RECOVERY (1988)
 AQ1714
 AQ1714'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1714'RECOVERED IN GOOD CONDITION.
 AQ1714
 AQ1714                          STATION RECOVERY (1990)
 AQ1714
 AQ1714'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1714'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1718 ***********************************************************************
 AQ1718  DESIGNATION -  73 77 A 31
 AQ1718  PID         -  AQ1718
 AQ1718  STATE/COUNTY-  FL/ST JOHNS
 AQ1718  COUNTRY     -  US
 AQ1718  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1718
 AQ1718                         *CURRENT SURVEY CONTROL
 AQ1718  ______________________________________________________________________
 AQ1718* NAD 83(1986) POSITION- 29 41 00.     (N) 081 13 05.     (W)   SCALED
 AQ1718* NAVD 88 ORTHO HEIGHT -     4.034 (meters)       13.23  (feet) ADJUSTED
 AQ1718  ______________________________________________________________________
 AQ1718  GEOID HEIGHT    -        -28.814 (meters)                     GEOID18
 AQ1718  DYNAMIC HEIGHT  -          4.028 (meters)       13.22  (feet) COMP
 AQ1718  MODELED GRAVITY -    979,289.7   (mgal)                       NAVD 88
 AQ1718
 AQ1718  VERT ORDER      -  SECOND    CLASS I
 AQ1718
 AQ1718.The horizontal coordinates were scaled from a map and have
 AQ1718.an estimated accuracy of +/- 6 seconds.
 AQ1718
 AQ1718.The orthometric height was determined by differential leveling and
 AQ1718.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1718.in June 1991.
 AQ1718
 AQ1718.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1718.GEOID18 height accuracy estimate available here.
 AQ1718
 AQ1718.Click photographs - Photos may exist for this station.
 AQ1718
 AQ1718.The dynamic height is computed by dividing the NAVD 88
 AQ1718.geopotential number by the normal gravity value computed on the
 AQ1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1718.degrees latitude (g = 980.6199 gals.).
 AQ1718
 AQ1718.The modeled gravity was interpolated from observed gravity values.
 AQ1718
 AQ1718;                    North         East    Units  Estimated Accuracy
 AQ1718;SPC FL E     -   592,790.      178,900.      MT  (+/- 180 meters Scaled)
 AQ1718
 AQ1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN789837(NAD 83)
 AQ1718
 AQ1718                          SUPERSEDED SURVEY CONTROL
 AQ1718
 AQ1718  NGVD 29 (??/??/92)    4.347  (m)           14.26   (f) ADJ UNCH    2 1
 AQ1718
 AQ1718.Superseded values are not recommended for survey control.
 AQ1718
 AQ1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1718.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1718
 AQ1718_MARKER: DD = SURVEY DISK
 AQ1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1718_STAMPING: 73 77 A31
 AQ1718_MARK LOGO: FLDT
 AQ1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1718+STABILITY: SURFACE MOTION
 AQ1718
 AQ1718  HISTORY     - Date     Condition        Report By
 AQ1718  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1718  HISTORY     - 1989     GOOD             USPSQD
 AQ1718  HISTORY     - 20001005 MARK NOT FOUND   FLDT
 AQ1718
 AQ1718                          STATION DESCRIPTION
 AQ1718
 AQ1718'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1718'15.5 MI NORTH FROM FLAGLER BEACH.
 AQ1718'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1718'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO THE
 AQ1718'ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON STATE
 AQ1718'ROAD A1A FOR 2.6 MILES TO THE ST JOHNS FLAGLER COUNTY LINE AT THE
 AQ1718'SMALL TOWN OF MARINELAND. CONTINUE NORTHERLY ON STATE ROAD A1A FOR 0.2
 AQ1718'MILES TO THE INTERSECTION OF OLD STATE ROAD A1A. PROCEED NORTHERLY ON
 AQ1718'OLD STATE ROAD A1A FOR 0.7 MILE. THE MARK BEARS 28 FEET EAST OF THE
 AQ1718'CENTERLINE OF THE PAVEMENT, 21 FEET SOUTHEAST OF A SIGN POST, AND 19
 AQ1718'FEET WEST OF THE WEST EDGE OF THE SAND DUNES ON THE BEACH.
 AQ1718
 AQ1718                          STATION RECOVERY (1989)
 AQ1718
 AQ1718'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1718'RECOVERED IN GOOD CONDITION.
 AQ1718
 AQ1718                          STATION RECOVERY (2000)
 AQ1718
 AQ1718'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (WA)
 AQ1718'THE BEACH WHERE THIS POINT WAS LOCATED HAS ERODED AWAY. IT APPEAR'S TO
 AQ1718'HAVE BEEN RESET DIRECTLY ACCROSS THE STREET, AS DESIGNATION
 AQ1718'73-86-A31-2.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1717 ***********************************************************************
 AQ1717  DESIGNATION -  73 77 A 31 RM 1
 AQ1717  PID         -  AQ1717
 AQ1717  STATE/COUNTY-  FL/ST JOHNS
 AQ1717  COUNTRY     -  US
 AQ1717  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1717
 AQ1717                         *CURRENT SURVEY CONTROL
 AQ1717  ______________________________________________________________________
 AQ1717* NAD 83(1986) POSITION- 29 41 00.     (N) 081 13 05.     (W)   SCALED
 AQ1717* NAVD 88 ORTHO HEIGHT -     3.712 (meters)       12.18  (feet) ADJUSTED
 AQ1717  ______________________________________________________________________
 AQ1717  GEOID HEIGHT    -        -28.814 (meters)                     GEOID18
 AQ1717  DYNAMIC HEIGHT  -          3.707 (meters)       12.16  (feet) COMP
 AQ1717  MODELED GRAVITY -    979,289.7   (mgal)                       NAVD 88
 AQ1717
 AQ1717  VERT ORDER      -  SECOND    CLASS I
 AQ1717
 AQ1717.The horizontal coordinates were scaled from a map and have
 AQ1717.an estimated accuracy of +/- 6 seconds.
 AQ1717
 AQ1717.The orthometric height was determined by differential leveling and
 AQ1717.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1717.in June 1991.
 AQ1717
 AQ1717.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1717.GEOID18 height accuracy estimate available here.
 AQ1717
 AQ1717.Click photographs - Photos may exist for this station.
 AQ1717
 AQ1717.The dynamic height is computed by dividing the NAVD 88
 AQ1717.geopotential number by the normal gravity value computed on the
 AQ1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1717.degrees latitude (g = 980.6199 gals.).
 AQ1717
 AQ1717.The modeled gravity was interpolated from observed gravity values.
 AQ1717
 AQ1717;                    North         East    Units  Estimated Accuracy
 AQ1717;SPC FL E     -   592,790.      178,900.      MT  (+/- 180 meters Scaled)
 AQ1717
 AQ1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN789837(NAD 83)
 AQ1717
 AQ1717                          SUPERSEDED SURVEY CONTROL
 AQ1717
 AQ1717  NGVD 29 (??/??/92)    4.025  (m)           13.21   (f) ADJ UNCH    2 1
 AQ1717
 AQ1717.Superseded values are not recommended for survey control.
 AQ1717
 AQ1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1717.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1717
 AQ1717_MARKER: DD = SURVEY DISK
 AQ1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1717_STAMPING: 73 77 A31 RM 1
 AQ1717_MARK LOGO: FLDT
 AQ1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1717+STABILITY: SURFACE MOTION
 AQ1717
 AQ1717  HISTORY     - Date     Condition        Report By
 AQ1717  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1717  HISTORY     - 20000921 MARK NOT FOUND   FLDT
 AQ1717
 AQ1717                          STATION DESCRIPTION
 AQ1717
 AQ1717'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1717'15.5 MI NORTH FROM FLAGLER BEACH.
 AQ1717'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1717'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR12 MILES TO THE
 AQ1717'ENTRANCE TO WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON STATE
 AQ1717'ROAD A1A FOR 2.6 MILES TO THE ST JOHNS/FLAGLER COUNTY LINE, AT THE
 AQ1717'SMALL TOWN OF MARINELAND. CONTINUE NORTHERLY ON STATE ROAD A1A FOR
 AQ1717'0.2 MILE TO THE INTERSECTION OF OLD STATE ROAD A1A . PROCEED NORTHERLY
 AQ1717'ON OLD STATE ROAD A1A FOR 0.7 MILE. THE MARK BEARS 29.5 FEET WEST OF
 AQ1717'THE WEST EDGE OF THE SAND DUNES ON THE BEACH AND 20.5 FEET EAST OF THE
 AQ1717'CENTERLINE OF THE PAVEMENT.
 AQ1717
 AQ1717                          STATION RECOVERY (2000)
 AQ1717
 AQ1717'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (WA)
 AQ1717'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1719 ***********************************************************************
 AQ1719  DESIGNATION -  73 77 A 31 RM 2
 AQ1719  PID         -  AQ1719
 AQ1719  STATE/COUNTY-  FL/ST JOHNS
 AQ1719  COUNTRY     -  US
 AQ1719  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1719
 AQ1719                         *CURRENT SURVEY CONTROL
 AQ1719  ______________________________________________________________________
 AQ1719* NAD 83(1986) POSITION- 29 41 00.     (N) 081 13 05.     (W)   SCALED
 AQ1719* NAVD 88 ORTHO HEIGHT -     4.149 (meters)       13.61  (feet) ADJUSTED
 AQ1719  ______________________________________________________________________
 AQ1719  GEOID HEIGHT    -        -28.814 (meters)                     GEOID18
 AQ1719  DYNAMIC HEIGHT  -          4.143 (meters)       13.59  (feet) COMP
 AQ1719  MODELED GRAVITY -    979,289.7   (mgal)                       NAVD 88
 AQ1719
 AQ1719  VERT ORDER      -  SECOND    CLASS I
 AQ1719
 AQ1719.The horizontal coordinates were scaled from a map and have
 AQ1719.an estimated accuracy of +/- 6 seconds.
 AQ1719
 AQ1719.The orthometric height was determined by differential leveling and
 AQ1719.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1719.in June 1991.
 AQ1719
 AQ1719.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1719.GEOID18 height accuracy estimate available here.
 AQ1719
 AQ1719.Click photographs - Photos may exist for this station.
 AQ1719
 AQ1719.The dynamic height is computed by dividing the NAVD 88
 AQ1719.geopotential number by the normal gravity value computed on the
 AQ1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1719.degrees latitude (g = 980.6199 gals.).
 AQ1719
 AQ1719.The modeled gravity was interpolated from observed gravity values.
 AQ1719
 AQ1719;                    North         East    Units  Estimated Accuracy
 AQ1719;SPC FL E     -   592,790.      178,900.      MT  (+/- 180 meters Scaled)
 AQ1719
 AQ1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN789837(NAD 83)
 AQ1719
 AQ1719                          SUPERSEDED SURVEY CONTROL
 AQ1719
 AQ1719  NGVD 29 (??/??/92)    4.462  (m)           14.64   (f) ADJ UNCH    2 1
 AQ1719
 AQ1719.Superseded values are not recommended for survey control.
 AQ1719
 AQ1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1719.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1719
 AQ1719_MARKER: DD = SURVEY DISK
 AQ1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1719_STAMPING: 73 77 A31 RM NO 2
 AQ1719_MARK LOGO: FLDT
 AQ1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1719+STABILITY: SURFACE MOTION
 AQ1719
 AQ1719  HISTORY     - Date     Condition        Report By
 AQ1719  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1719  HISTORY     - 20000921 MARK NOT FOUND   FLDT
 AQ1719
 AQ1719                          STATION DESCRIPTION
 AQ1719
 AQ1719'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1719'15.5 MI NORTH FROM FLAGLER BEACH.
 AQ1719'BEGINNING AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100 AT
 AQ1719'FLAGLER BEACH, PROCEED NORTHERLY ON STATE ROAD A1A FOR 12 MILES TO THE
 AQ1719'INTERSECTION OF WASHINGTON OAKS STATE PARK. CONTINUE NORTHERLY ON
 AQ1719'STATE ROAD A1A FOR 2.6 MILES TO THE ST JOHNS/FLAGLER COUNTY LINE AT
 AQ1719'THE SMALL TOWN OF MARINELAND. CONTINUE NORTHERLY ON STATE ROAD A1A
 AQ1719'FOR 0.2 MILE TO THE INTERSECTION OF OLD STATE ROAD A1A. PROCEED
 AQ1719'NORTHERLY ON OLD STATE ROAD A1A FOR 0.7 MILE. THE MARK BEARS 24.5
 AQ1719'FEET EAST OF THE CENTERLINE OF THE PAVEMENT, 21.5 FEET NORTH OF A
 AQ1719'SIGN POST, AND 9 FEET WEST OF THE WEST EDGE OF THE SAND DUNES ON THE
 AQ1719'BEACH.
 AQ1719
 AQ1719                          STATION RECOVERY (2000)
 AQ1719
 AQ1719'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (WA)
 AQ1719'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1720 ***********************************************************************
 AQ1720  DESIGNATION -  73 77 A 32
 AQ1720  PID         -  AQ1720
 AQ1720  STATE/COUNTY-  FL/ST JOHNS
 AQ1720  COUNTRY     -  US
 AQ1720  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1720
 AQ1720                         *CURRENT SURVEY CONTROL
 AQ1720  ______________________________________________________________________
 AQ1720* NAD 83(1986) POSITION- 29 41 52.     (N) 081 13 32.     (W)   SCALED
 AQ1720* NAVD 88 ORTHO HEIGHT -     4.814 (meters)       15.79  (feet) ADJUSTED
 AQ1720  ______________________________________________________________________
 AQ1720  GEOID HEIGHT    -        -28.814 (meters)                     GEOID18
 AQ1720  DYNAMIC HEIGHT  -          4.807 (meters)       15.77  (feet) COMP
 AQ1720  MODELED GRAVITY -    979,291.1   (mgal)                       NAVD 88
 AQ1720
 AQ1720  VERT ORDER      -  SECOND    CLASS I
 AQ1720
 AQ1720.The horizontal coordinates were scaled from a map and have
 AQ1720.an estimated accuracy of +/- 6 seconds.
 AQ1720
 AQ1720.The orthometric height was determined by differential leveling and
 AQ1720.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1720.in June 1991.
 AQ1720
 AQ1720.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1720.GEOID18 height accuracy estimate available here.
 AQ1720
 AQ1720.Click photographs - Photos may exist for this station.
 AQ1720
 AQ1720.The dynamic height is computed by dividing the NAVD 88
 AQ1720.geopotential number by the normal gravity value computed on the
 AQ1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1720.degrees latitude (g = 980.6199 gals.).
 AQ1720
 AQ1720.The modeled gravity was interpolated from observed gravity values.
 AQ1720
 AQ1720;                    North         East    Units  Estimated Accuracy
 AQ1720;SPC FL E     -   594,390.      178,170.      MT  (+/- 180 meters Scaled)
 AQ1720
 AQ1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN781853(NAD 83)
 AQ1720
 AQ1720                          SUPERSEDED SURVEY CONTROL
 AQ1720
 AQ1720  NGVD 29 (??/??/92)    5.130  (m)           16.83   (f) ADJ UNCH    2 1
 AQ1720
 AQ1720.Superseded values are not recommended for survey control.
 AQ1720
 AQ1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1720.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1720
 AQ1720_MARKER: DD = SURVEY DISK
 AQ1720_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AQ1720_STAMPING: 73 77 A32
 AQ1720_MARK LOGO: FLDT
 AQ1720_MAGNETIC: P = MARKER IS A STEEL PIPE
 AQ1720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1720
 AQ1720  HISTORY     - Date     Condition        Report By
 AQ1720  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1720  HISTORY     - 1989     GOOD             USPSQD
 AQ1720  HISTORY     - 1990     GOOD             USPSQD
 AQ1720
 AQ1720                          STATION DESCRIPTION
 AQ1720
 AQ1720'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1720'2.1 MI NORTH FROM MARINELAND.
 AQ1720'BEGINNING AT THE ST JOHNS/FLAGLER COUNTY LINE, AT MARINELAND, PROCEED
 AQ1720'NORTHERLY ON STATE ROAD A1A FOR 2.1 MILES TO THE NORTH BRIDGE OVER
 AQ1720'MATANZAS RIVER. THE MARK BEARS 22.5 FEET WEST OF THE CENTERLINE OF
 AQ1720'STATE ROAD A1A, 19 FEET NORTHWEST OF THE NORTH END OF THE WEST
 AQ1720'CONCRETE GUARDRAIL, AND 23 FEET WEST OF THE METAL GUARDRAIL.
 AQ1720
 AQ1720                          STATION RECOVERY (1989)
 AQ1720
 AQ1720'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1720'RECOVERED IN GOOD CONDITION.
 AQ1720
 AQ1720                          STATION RECOVERY (1990)
 AQ1720
 AQ1720'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1720'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1721 ***********************************************************************
 AQ1721  DESIGNATION -  73 77 A 32 RM 1
 AQ1721  PID         -  AQ1721
 AQ1721  STATE/COUNTY-  FL/ST JOHNS
 AQ1721  COUNTRY     -  US
 AQ1721  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1721
 AQ1721                         *CURRENT SURVEY CONTROL
 AQ1721  ______________________________________________________________________
 AQ1721* NAD 83(1986) POSITION- 29 41 52.     (N) 081 13 32.     (W)   SCALED
 AQ1721* NAVD 88 ORTHO HEIGHT -     4.644 (meters)       15.24  (feet) ADJUSTED
 AQ1721  ______________________________________________________________________
 AQ1721  GEOID HEIGHT    -        -28.814 (meters)                     GEOID18
 AQ1721  DYNAMIC HEIGHT  -          4.637 (meters)       15.21  (feet) COMP
 AQ1721  MODELED GRAVITY -    979,291.1   (mgal)                       NAVD 88
 AQ1721
 AQ1721  VERT ORDER      -  SECOND    CLASS I
 AQ1721
 AQ1721.The horizontal coordinates were scaled from a map and have
 AQ1721.an estimated accuracy of +/- 6 seconds.
 AQ1721
 AQ1721.The orthometric height was determined by differential leveling and
 AQ1721.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1721.in June 1991.
 AQ1721
 AQ1721.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1721.GEOID18 height accuracy estimate available here.
 AQ1721
 AQ1721.Click photographs - Photos may exist for this station.
 AQ1721
 AQ1721.The dynamic height is computed by dividing the NAVD 88
 AQ1721.geopotential number by the normal gravity value computed on the
 AQ1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1721.degrees latitude (g = 980.6199 gals.).
 AQ1721
 AQ1721.The modeled gravity was interpolated from observed gravity values.
 AQ1721
 AQ1721;                    North         East    Units  Estimated Accuracy
 AQ1721;SPC FL E     -   594,390.      178,170.      MT  (+/- 180 meters Scaled)
 AQ1721
 AQ1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN781853(NAD 83)
 AQ1721
 AQ1721                          SUPERSEDED SURVEY CONTROL
 AQ1721
 AQ1721  NGVD 29 (??/??/92)    4.959  (m)           16.27   (f) ADJ UNCH    2 1
 AQ1721
 AQ1721.Superseded values are not recommended for survey control.
 AQ1721
 AQ1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1721.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1721
 AQ1721_MARKER: DD = SURVEY DISK
 AQ1721_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1721_SP_SET: CURB
 AQ1721_STAMPING: 73 77 A32 RM NO 1
 AQ1721_MARK LOGO: FLDT
 AQ1721_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1721
 AQ1721  HISTORY     - Date     Condition        Report By
 AQ1721  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1721  HISTORY     - 1989     GOOD             USPSQD
 AQ1721  HISTORY     - 1990     GOOD             USPSQD
 AQ1721
 AQ1721                          STATION DESCRIPTION
 AQ1721
 AQ1721'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1721'2.1 MI NORTH FROM MARINELAND.
 AQ1721'BEGINNING AT THE ST JOHNS/FLAGLER COUNTY LINE AT MARINELAND, PROCEED
 AQ1721'NORTHERLY ON STATE ROAD A1A FOR 2.1 MILES TO THE NORTH BRIDGE OVER
 AQ1721'MATANZAS RIVER. THE MARK IS SET IN THE TOP WEST CONCRETE CURB OF THE
 AQ1721'ROAD AT THE NORTH END OF THE BRIDGE, AND BEARS 53.5 FEET SOUTHEAST OF
 AQ1721'A POWER POLE, 24.2 FEET NORTH OF THE NORTH END OF THE WEST CONCRETE
 AQ1721'GUARDRAIL, AND 20.3 FEET WEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1721
 AQ1721                          STATION RECOVERY (1989)
 AQ1721
 AQ1721'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1721'RECOVERED IN GOOD CONDITION.
 AQ1721
 AQ1721                          STATION RECOVERY (1990)
 AQ1721
 AQ1721'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1721'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6716 ***********************************************************************
 DE6716  DESIGNATION -  73 97 A A002
 DE6716  PID         -  DE6716
 DE6716  STATE/COUNTY-  FL/FLAGLER
 DE6716  COUNTRY     -  US
 DE6716  USGS QUAD   -  BUNNELL (2018)
 DE6716
 DE6716                         *CURRENT SURVEY CONTROL
 DE6716  ______________________________________________________________________
 DE6716* NAD 83(1986) POSITION- 29 27 14.     (N) 081 16 08.     (W)   SCALED
 DE6716* NAVD 88 ORTHO HEIGHT -     4.741 (meters)       15.55  (feet) ADJUSTED
 DE6716  ______________________________________________________________________
 DE6716  GEOID HEIGHT    -        -28.559 (meters)                     GEOID18
 DE6716  DYNAMIC HEIGHT  -          4.734 (meters)       15.53  (feet) COMP
 DE6716  MODELED GRAVITY -    979,280.2   (mgal)                       NAVD 88
 DE6716
 DE6716  VERT ORDER      -  SECOND    CLASS I
 DE6716
 DE6716.The horizontal coordinates were scaled from a map and have
 DE6716.an estimated accuracy of +/- 6 seconds.
 DE6716
 DE6716.The orthometric height was determined by differential leveling and
 DE6716.adjusted by the NATIONAL GEODETIC SURVEY
 DE6716.in May 2004.
 DE6716
 DE6716.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6716.GEOID18 height accuracy estimate available here.
 DE6716
 DE6716.Click photographs - Photos may exist for this station.
 DE6716
 DE6716.The dynamic height is computed by dividing the NAVD 88
 DE6716.geopotential number by the normal gravity value computed on the
 DE6716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6716.degrees latitude (g = 980.6199 gals.).
 DE6716
 DE6716.The modeled gravity was interpolated from observed gravity values.
 DE6716
 DE6716;                    North         East    Units  Estimated Accuracy
 DE6716;SPC FL E     -   567,370.      173,920.      MT  (+/- 180 meters Scaled)
 DE6716
 DE6716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN739583(NAD 83)
 DE6716
 DE6716                          SUPERSEDED SURVEY CONTROL
 DE6716
 DE6716.No superseded survey control is available for this station.
 DE6716
 DE6716_MARKER: DD = SURVEY DISK
 DE6716_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE6716_STAMPING: 73 97 A A002
 DE6716_MARK LOGO: FLDT
 DE6716_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6716_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6716+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1999
 DE6716
 DE6716  HISTORY     - Date     Condition        Report By
 DE6716  HISTORY     - UNK      MONUMENTED       FLDT
 DE6716  HISTORY     - 19990317 GOOD             FLDEP
 DE6716  HISTORY     - 20090204 MARK NOT FOUND   FLDEP
 DE6716
 DE6716                          STATION DESCRIPTION
 DE6716
 DE6716'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6716'THE MARK IS ABOUT 29.6 MI (47.6 KM) NORTH OF DELAND, 1.0 MI (1.6 KM)
 DE6716'SOUTH OF BUNNELL IN SECTION 15, TOWNSHIP 12 SOUTH, RANGE 30 EAST. TO
 DE6716'REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1, STATE ROAD 100 AND
 DE6716'STATE ROAD 11 (MOODY BOULEVARD) IN BUNNELL, GO SOUTHWEST ON STATE ROAD
 DE6716'11 (MOODY BOULEVARD) FOR 1.15 MI (1.85 KM) TO THE MARK ON THE RIGHT,
 DE6716'NEAR THE NORTH END OF BRIDGE NUMBER 730920, SET IN THE TOP OF A
 DE6716'PREFABRICATED 0.4 FT (12.2 CM) X 0.4 FT (12.2 CM) CONCRETE POST
 DE6716'SURROUNDED BY CONCRETE, RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF
 DE6716'THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 11.
 DE6716'LOCATED 107.7 FT (32.8 M) SOUTH OF THE NORTH END OF A METAL GUARDRAIL,
 DE6716'31.4 FT (9.6 M) NORTH OF THE BRIDGE GUARDRAIL, 20.5 FT (6.2 M) WEST OF
 DE6716'THE CENTERLINE OF STATE ROAD 11 AND 3.5 FT (1.1 M) WEST OF THE METAL
 DE6716'GUARDRAIL.
 DE6716
 DE6716                          STATION RECOVERY (2009)
 DE6716
 DE6716'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 DE6716'NOT RECOVERED.  A NEW CULVERT HAS BEEN CONSTRUCTED AT THE LOCATION OF
 DE6716'THE MARK AS DETERMINED BY THE REFERENCE DISTANCES IN THE ORIGINAL
 DE6716'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP5989 ***********************************************************************
 DP5989  DESIGNATION -  733435
 DP5989  PID         -  DP5989
 DP5989  STATE/COUNTY-  FL/SARASOTA
 DP5989  COUNTRY     -  US
 DP5989  USGS QUAD   -  LAUREL (2018)
 DP5989
 DP5989                         *CURRENT SURVEY CONTROL
 DP5989  ______________________________________________________________________
 DP5989* NAD 83(1986) POSITION- 27 14 05.1    (N) 082 23 45.7    (W)   HD_HELD2
 DP5989* NAVD 88 ORTHO HEIGHT -     7.277 (meters)       23.87  (feet) ADJUSTED
 DP5989  ______________________________________________________________________
 DP5989  GEOID HEIGHT    -        -24.265 (meters)                     GEOID18
 DP5989  DYNAMIC HEIGHT  -          7.265 (meters)       23.84  (feet) COMP
 DP5989  MODELED GRAVITY -    979,125.9   (mgal)                       NAVD 88
 DP5989
 DP5989  VERT ORDER      -  SECOND    CLASS I
 DP5989
 DP5989.The horizontal coordinates were established by autonomous hand held GPS
 DP5989.observations and have an estimated accuracy of +/- 10 meters.
 DP5989
 DP5989.The orthometric height was determined by differential leveling and
 DP5989.adjusted by the NATIONAL GEODETIC SURVEY
 DP5989.in March 2015.
 DP5989
 DP5989.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP5989.GEOID18 height accuracy estimate available here.
 DP5989
 DP5989.Click photographs - Photos may exist for this station.
 DP5989
 DP5989.The dynamic height is computed by dividing the NAVD 88
 DP5989.geopotential number by the normal gravity value computed on the
 DP5989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP5989.degrees latitude (g = 980.6199 gals.).
 DP5989
 DP5989.The modeled gravity was interpolated from observed gravity values.
 DP5989
 DP5989;                    North         East    Units  Estimated Accuracy
 DP5989;SPC FL W     -   321,476.      160,776.      MT  (+/- 10 meters HH2 GPS)
 DP5989
 DP5989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6177313207(NAD 83)
 DP5989
 DP5989                          SUPERSEDED SURVEY CONTROL
 DP5989
 DP5989.No superseded survey control is available for this station.
 DP5989
 DP5989_MARKER: F = FLANGE-ENCASED ROD
 DP5989_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP5989_STAMPING: 733435 2014
 DP5989_MARK LOGO: NGS
 DP5989_PROJECTION: RECESSED 5 CENTIMETERS
 DP5989_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP5989_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP5989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP5989+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2014
 DP5989_ROD/PIPE-DEPTH: 10.1 meters
 DP5989
 DP5989  HISTORY     - Date     Condition        Report By
 DP5989  HISTORY     - 20140721 MONUMENTED       FLDEP
 DP5989
 DP5989                          STATION DESCRIPTION
 DP5989
 DP5989'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP5989'THE MARK IS ABOUT 9.6 MI (15.4 KM) SOUTHWEST OF OLD MYAKKA, 8.0 MI
 DP5989'(12.9 KM) NORTH-NORTHEAST OF LAUREL, 6.2 MI (10.0 KM) EAST-SOUTHEAST
 DP5989'OF BEE RIDGE, IN SECTION 27, TOWNSHIP 37 SOUTH, RANGE 19 EAST.
 DP5989'
 DP5989'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND THE
 DP5989'INTERSTATE 75 OVERPASS ABOUT 7.0 MI (11.3 KM) SOUTHEAST OF SARASOTA,
 DP5989'GO EAST ON STATE ROAD 72 FOR 4.35 MI (7.0 KM) TO THE JUNCTION OF A
 DP5989'PRIVATE DRIVEWAY AT 9600 STATE ROAD 72 (ALBRITTON FARMS) ON THE RIGHT.
 DP5989'TURN RIGHT ON THE PAVED DRIVEWAY AND GO SOUTH FOR 0.3 MI (0.5 KM) TO
 DP5989'THE MERGING OF THE COW PENINSULA SLOUGH CANAL LEVEE ROAD ON THE RIGHT.
 DP5989'CONTINUE SOUTH ON THE LEVEE ROAD FOR 1.0 MI (1.6 KM) TO THE MARK ON
 DP5989'THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 33.0
 DP5989'FT (10.1 M) WITH AN NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.2 FT
 DP5989'(6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE LEVEE
 DP5989'ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF
 DP5989'THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DP5989'
 DP5989'LOCATED 57.4 FT (17.5 M) EAST-SOUTHEAST OF THE WELL SHAFT, 27.0 FT
 DP5989'(8.2 M) SOUTHEAST OF THE USGS STREAM GAGING STATION BOX, 14.5 FT (4.4
 DP5989'M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE LEVEE ROAD, 1.5
 DP5989'FT (0.5 M) WEST-NORTHWEST OF AN 8.0 FT (2.4 M) TALL HAG WIRE FENCE AND
 DP5989'1.2 FT (0.4 M) WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 DP5989'
 DP5989'NOTE A MAGNET WAS PLACE INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DP5989'CAP.
 DP5989'
 DP5989'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DP5989'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6991 ***********************************************************************
 AF6991  DESIGNATION -  7374
 AF6991  PID         -  AF6991
 AF6991  STATE/COUNTY-  FL/OSCEOLA
 AF6991  COUNTRY     -  US
 AF6991  USGS QUAD   -  LAKE MARIAN SW (2018)
 AF6991
 AF6991                         *CURRENT SURVEY CONTROL
 AF6991  ______________________________________________________________________
 AF6991* NAD 83(1986) POSITION- 27 48 16.     (N) 081 11 48.     (W)   SCALED
 AF6991* NAVD 88 ORTHO HEIGHT -    22.119 (meters)       72.57  (feet) ADJUSTED
 AF6991  ______________________________________________________________________
 AF6991  GEOID HEIGHT    -        -26.909 (meters)                     GEOID18
 AF6991  DYNAMIC HEIGHT  -         22.086 (meters)       72.46  (feet) COMP
 AF6991  MODELED GRAVITY -    979,152.6   (mgal)                       NAVD 88
 AF6991
 AF6991  VERT ORDER      -  SECOND    CLASS I
 AF6991
 AF6991.The horizontal coordinates were scaled from a map and have
 AF6991.an estimated accuracy of +/- 6 seconds.
 AF6991
 AF6991.The orthometric height was determined by differential leveling and
 AF6991.adjusted by the NATIONAL GEODETIC SURVEY
 AF6991.in June 1991.
 AF6991
 AF6991.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6991.GEOID18 height accuracy estimate available here.
 AF6991
 AF6991.Click photographs - Photos may exist for this station.
 AF6991
 AF6991.The dynamic height is computed by dividing the NAVD 88
 AF6991.geopotential number by the normal gravity value computed on the
 AF6991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6991.degrees latitude (g = 980.6199 gals.).
 AF6991
 AF6991.The modeled gravity was interpolated from observed gravity values.
 AF6991
 AF6991;                    North         East    Units  Estimated Accuracy
 AF6991;SPC FL E     -   384,560.      180,620.      MT  (+/- 180 meters Scaled)
 AF6991
 AF6991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML806755(NAD 83)
 AF6991
 AF6991                          SUPERSEDED SURVEY CONTROL
 AF6991
 AF6991  NGVD 29 (09/01/92)   22.483  (m)           73.76   (f) ADJUSTED    2 1
 AF6991
 AF6991.Superseded values are not recommended for survey control.
 AF6991
 AF6991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6991.See file dsdata.pdf to determine how the superseded data were derived.
 AF6991
 AF6991_MARKER: DD = SURVEY DISK
 AF6991_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6991_SP_SET: BRIDGE WINGWALL
 AF6991_STAMPING: 7374
 AF6991_MARK LOGO: FLDT
 AF6991_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6991+STABILITY: SURFACE MOTION
 AF6991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6991+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2000
 AF6991
 AF6991  HISTORY     - Date     Condition        Report By
 AF6991  HISTORY     - 1974     MONUMENTED       FLDT
 AF6991  HISTORY     - 1983     GOOD             FLDNR
 AF6991  HISTORY     - 20000114 GOOD             FLDEP
 AF6991  HISTORY     - 20051215 MARK NOT FOUND   PICKET
 AF6991  HISTORY     - 20070413 MARK NOT FOUND   FLDEP
 AF6991
 AF6991                          STATION DESCRIPTION
 AF6991
 AF6991'DESCRIBED BY FL DEPT OF NAT RES 1983
 AF6991'25.75 MI ESE FROM LAKE WALES.
 AF6991'THE MARK IS AT THE NORTHEAST CORNER OF THE STATE HIGHWAY 60 BRIDGE
 AF6991'OVER THE KISSIMMEE RIVER, 20.7 FEET NORTH OF THE CENTERLINE OF THE
 AF6991'HIGHWAY, AND SET IN THE TOP OF THE BRIDGE ABUTMENT WINGWALL.
 AF6991
 AF6991                          STATION RECOVERY (2000)
 AF6991
 AF6991'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AF6991'THE MARK IS ABOUT 51.0 MI (82.1 KM) WEST OF VERO BEACH, 25.95 MI
 AF6991'(41.76 KM) EAST-NORTHEAST OF LAKE WALES, 19.55 MI (31.46 KM) WEST OF
 AF6991'THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 IN YEEHAW
 AF6991'JUNCTION IN SECTION 11, TOWNSHIP 31 SOUTH, RANGE 31 EAST. TO REACH THE
 AF6991'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 441 AND STATE ROAD 60 IN
 AF6991'YEEHAW JUNCTION, GO WEST ON STATE ROAD 60 FOR 19.55 MI (31.46 KM) TO
 AF6991'THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE NORTHEAST CORNER OF
 AF6991'THE STATE ROAD 60 BRIDGE WINGWALL OVER THE KISSIMMEE RIVER. LOCATED
 AF6991'20.7 FT (6.3 M) NORTH OF THE CENTERLINE OF STATE ROAD 60.
 AF6991
 AF6991                          STATION RECOVERY (2005)
 AF6991
 AF6991'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2005 (JM)
 AF6991'MARK NOT FOUND.
 AF6991
 AF6991                          STATION RECOVERY (2007)
 AF6991
 AF6991'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF6991'THE MARK WAS SEARCHED FOR BUT NOT FOUND. A NEW BRIDGE WAS BUILT IN
 AF6991'2003.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6993 ***********************************************************************
 AF6993  DESIGNATION -  7375
 AF6993  PID         -  AF6993
 AF6993  STATE/COUNTY-  FL/OSCEOLA
 AF6993  COUNTRY     -  US
 AF6993  USGS QUAD   -  LAKE MARIAN SW (2018)
 AF6993
 AF6993                         *CURRENT SURVEY CONTROL
 AF6993  ______________________________________________________________________
 AF6993* NAD 83(1986) POSITION- 27 48 16.     (N) 081 11 55.     (W)   SCALED
 AF6993* NAVD 88 ORTHO HEIGHT -    22.129 (meters)       72.60  (feet) ADJUSTED
 AF6993  ______________________________________________________________________
 AF6993  GEOID HEIGHT    -        -26.909 (meters)                     GEOID18
 AF6993  DYNAMIC HEIGHT  -         22.096 (meters)       72.49  (feet) COMP
 AF6993  MODELED GRAVITY -    979,152.2   (mgal)                       NAVD 88
 AF6993
 AF6993  VERT ORDER      -  SECOND    CLASS I
 AF6993
 AF6993.The horizontal coordinates were scaled from a map and have
 AF6993.an estimated accuracy of +/- 6 seconds.
 AF6993
 AF6993.The orthometric height was determined by differential leveling and
 AF6993.adjusted by the NATIONAL GEODETIC SURVEY
 AF6993.in June 1991.
 AF6993
 AF6993.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6993.GEOID18 height accuracy estimate available here.
 AF6993
 AF6993.Click photographs - Photos may exist for this station.
 AF6993
 AF6993.The dynamic height is computed by dividing the NAVD 88
 AF6993.geopotential number by the normal gravity value computed on the
 AF6993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6993.degrees latitude (g = 980.6199 gals.).
 AF6993
 AF6993.The modeled gravity was interpolated from observed gravity values.
 AF6993
 AF6993;                    North         East    Units  Estimated Accuracy
 AF6993;SPC FL E     -   384,560.      180,430.      MT  (+/- 180 meters Scaled)
 AF6993
 AF6993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML804755(NAD 83)
 AF6993
 AF6993                          SUPERSEDED SURVEY CONTROL
 AF6993
 AF6993  NGVD 29 (09/01/92)   22.493  (m)           73.80   (f) ADJUSTED    2 1
 AF6993
 AF6993.Superseded values are not recommended for survey control.
 AF6993
 AF6993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6993.See file dsdata.pdf to determine how the superseded data were derived.
 AF6993
 AF6993_MARKER: DD = SURVEY DISK
 AF6993_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AF6993_SP_SET: BRIDGE WINGWALL
 AF6993_STAMPING: 7375
 AF6993_MARK LOGO: FLDT
 AF6993_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6993+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2000
 AF6993
 AF6993  HISTORY     - Date     Condition        Report By
 AF6993  HISTORY     - 1975     MONUMENTED       FLDT
 AF6993  HISTORY     - 1983     GOOD             FLDNR
 AF6993  HISTORY     - 19970203 GOOD             USPSQD
 AF6993  HISTORY     - 19970710 GOOD             FLDEP
 AF6993  HISTORY     - 20000114 GOOD             FLDEP
 AF6993  HISTORY     - 20051215 MARK NOT FOUND   PICKET
 AF6993  HISTORY     - 20070413 MARK NOT FOUND   FLDEP
 AF6993
 AF6993                          STATION DESCRIPTION
 AF6993
 AF6993'DESCRIBED BY FL DEPT OF NAT RES 1983
 AF6993'25.65 MI ESE FROM LAKE WALES.
 AF6993'THE MARK IS AT THE SOUTHWEST CORNER OF THE STATE HIGHWAY 60
 AF6993'BRIDGE OVER THE KISSIMMEE RIVER, 20.6 FEET SOUTH OF THE CENTERLINE
 AF6993'OF THE HIGHWAY, AND SET IN THE TOP OF THE BRIDGE ABUTMENT WINGWALL.
 AF6993
 AF6993                          STATION RECOVERY (1997)
 AF6993
 AF6993'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6993'RECOVERED IN GOOD CONDITION.
 AF6993
 AF6993                          STATION RECOVERY (1997)
 AF6993
 AF6993'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM)
 AF6993'THE MARK IS ABOUT 26.0 MI (41.8 KM) EAST-SOUTHEAST OF LAKE WHALES,
 AF6993'52.0 MI (83.7 KM) NORTH-NORTHWEST OF VERO BEACH ON STATE ROAD 60 IN
 AF6993'SECTION 11, TOWNSHIP 31 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM
 AF6993'THE INTERSECTION OF STATE ROAD 27 AND STATE ROAD 60 IN LAKE WHALES, GO
 AF6993'EAST-SOUTHEAST ON STATE ROAD 60 FOR 25.7 MI (41.4 KM) TO THE JUNCTION
 AF6993'ON RANCH RIVER BOULEVARD ON THE RIGHT, CONTINUE EAST ON STATE ROAD 60
 AF6993'FOR 1.2 MI (1.9 KM) TO THE SOUTHWEST CORNER OF A BRIDGE OVER THE
 AF6993'KISSIMMEE RIVER AND THE MARK ON THE RIGHT, SET IN THE TOP OF BRIDGE
 AF6993'ABUTMENT WINGWALL 1.0 FT (0.3 M) ABOVE THE LEVEL OF STATE ROAD 60.
 AF6993'LOCATED 20.6 FT (6.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 AF6993'STATE ROAD 60, 4.3 FT (1.3 M) SOUTH OF THE CONCRETE GUARD RAIL AND 1.4
 AF6993'FT (0.4 M) NORTH OF THE SOUTH END OF THE ABUTMENT.
 AF6993
 AF6993                          STATION RECOVERY (2000)
 AF6993
 AF6993'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AF6993'RECOVERED AS DESCRIBED.
 AF6993
 AF6993                          STATION RECOVERY (2005)
 AF6993
 AF6993'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2005 (JM)
 AF6993'MARK NOT FOUND.
 AF6993
 AF6993                          STATION RECOVERY (2007)
 AF6993
 AF6993'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF6993'THE MARK WAS SEARCHED FOR BUT NOT FOUND. A NEW BRIDGE WAS BUILT IN
 AF6993'2003.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8608 ***********************************************************************
 DN8608  DESIGNATION -  738457 A
 DN8608  PID         -  DN8608
 DN8608  STATE/COUNTY-  FL/SUMTER
 DN8608  COUNTRY     -  US
 DN8608  USGS QUAD   -  BUSHNELL (2018)
 DN8608
 DN8608                         *CURRENT SURVEY CONTROL
 DN8608  ______________________________________________________________________
 DN8608* NAD 83(1986) POSITION- 28 39 01.1    (N) 082 06 31.3    (W)   HD_HELD2
 DN8608* NAVD 88 ORTHO HEIGHT -    22.096 (meters)       72.49  (feet) ADJUSTED
 DN8608  ______________________________________________________________________
 DN8608  GEOID HEIGHT    -        -26.967 (meters)                     GEOID18
 DN8608  DYNAMIC HEIGHT  -         22.064 (meters)       72.39  (feet) COMP
 DN8608  MODELED GRAVITY -    979,220.5   (mgal)                       NAVD 88
 DN8608
 DN8608  VERT ORDER      -  SECOND    CLASS I
 DN8608
 DN8608.The horizontal coordinates were established by autonomous hand held GPS
 DN8608.observations and have an estimated accuracy of +/- 10 meters.
 DN8608
 DN8608.The orthometric height was determined by differential leveling and
 DN8608.adjusted by the NATIONAL GEODETIC SURVEY
 DN8608.in July 2012.
 DN8608
 DN8608.No vertical observational check was made to the station.
 DN8608
 DN8608.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8608.GEOID18 height accuracy estimate available here.
 DN8608
 DN8608.Click photographs - Photos may exist for this station.
 DN8608
 DN8608.The dynamic height is computed by dividing the NAVD 88
 DN8608.geopotential number by the normal gravity value computed on the
 DN8608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8608.degrees latitude (g = 980.6199 gals.).
 DN8608
 DN8608.The modeled gravity was interpolated from observed gravity values.
 DN8608
 DN8608;                    North         East    Units  Estimated Accuracy
 DN8608;SPC FL W     -   478,280.      189,374.      MT  (+/- 10 meters HH2 GPS)
 DN8608
 DN8608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9164869746(NAD 83)
 DN8608
 DN8608                          SUPERSEDED SURVEY CONTROL
 DN8608
 DN8608.No superseded survey control is available for this station.
 DN8608
 DN8608_MARKER: DD = SURVEY DISK
 DN8608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8608_STAMPING: 738457 A 2009
 DN8608_MARK LOGO: SWFWMD
 DN8608_PROJECTION: RECESSED 3 CENTIMETERS
 DN8608_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8608+STABILITY: SURFACE MOTION
 DN8608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8608+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2011
 DN8608
 DN8608  HISTORY     - Date     Condition        Report By
 DN8608  HISTORY     - 20090405 MONUMENTED       SWFWMD
 DN8608  HISTORY     - 20110330 GOOD             FLDEP
 DN8608
 DN8608                          STATION DESCRIPTION
 DN8608
 DN8608'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8608'THE MARK IS ABOUT 4.3 MI (6.9 KM) NORTHWEST OF WEBSTER, 3.3 MI (5.3
 DN8608'KM) NORTH-NORTHEAST OF SAINT CATHERINE, 1.0 MI (1.6 KM)
 DN8608'SOUTH-SOUTHEAST OF BUSHNELL, IN SECTION 21, TOWNSHIP 21 SOUTH, RANGE
 DN8608'22 EAST.
 DN8608'
 DN8608'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND COUNTY
 DN8608'ROAD 48 (SEMINOLE AVENUE) IN BUSHNELL, GO EAST ON COUNTY ROAD 48
 DN8608'(SEMINOLE AVENUE) FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF COUNTY ROAD
 DN8608'476A (NORTH) ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD 476A (NORTH) AND
 DN8608'GO SOUTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF COUNTY ROAD 763 ON THE
 DN8608'RIGHT.  TURN RIGHT ON COUNTY ROAD 763 AND GO SOUTH FOR 0.2 MI (0.3 KM)
 DN8608'TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DN8608'RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3
 DN8608'M) BELOW THE LEVEL OF COUNTY ROAD 763.
 DN8608'
 DN8608'LOCATED 61.1 FT (18.6 M) WEST OF THE APPROXIMATE CENTERLINE OF COUNTY
 DN8608'ROAD 763, 19.9 FT (6.1 M) WEST OF SURVEY MARK 738457 B, 7.9 FT (2.4 M)
 DN8608'SOUTH-SOUTHEAST OF WESTERN MOST WELL HEAD, 0.8 FT (24 CM) NORTH OF A
 DN8608'BARB WIRE FENCE AND 0.7 FT (21 CM) NORTHWEST OF A CARSONITE WITNESS
 DN8608'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8609 ***********************************************************************
 DN8609  DESIGNATION -  738457 B
 DN8609  PID         -  DN8609
 DN8609  STATE/COUNTY-  FL/SUMTER
 DN8609  COUNTRY     -  US
 DN8609  USGS QUAD   -  BUSHNELL (2018)
 DN8609
 DN8609                         *CURRENT SURVEY CONTROL
 DN8609  ______________________________________________________________________
 DN8609* NAD 83(1986) POSITION- 28 39 01.1    (N) 082 06 31.1    (W)   HD_HELD2
 DN8609* NAVD 88 ORTHO HEIGHT -    22.121 (meters)       72.58  (feet) ADJUSTED
 DN8609  ______________________________________________________________________
 DN8609  GEOID HEIGHT    -        -26.967 (meters)                     GEOID18
 DN8609  DYNAMIC HEIGHT  -         22.089 (meters)       72.47  (feet) COMP
 DN8609  MODELED GRAVITY -    979,220.5   (mgal)                       NAVD 88
 DN8609
 DN8609  VERT ORDER      -  SECOND    CLASS I
 DN8609
 DN8609.The horizontal coordinates were established by autonomous hand held GPS
 DN8609.observations and have an estimated accuracy of +/- 10 meters.
 DN8609
 DN8609.The orthometric height was determined by differential leveling and
 DN8609.adjusted by the NATIONAL GEODETIC SURVEY
 DN8609.in July 2012.
 DN8609
 DN8609.No vertical observational check was made to the station.
 DN8609
 DN8609.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8609.GEOID18 height accuracy estimate available here.
 DN8609
 DN8609.Click photographs - Photos may exist for this station.
 DN8609
 DN8609.The dynamic height is computed by dividing the NAVD 88
 DN8609.geopotential number by the normal gravity value computed on the
 DN8609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8609.degrees latitude (g = 980.6199 gals.).
 DN8609
 DN8609.The modeled gravity was interpolated from observed gravity values.
 DN8609
 DN8609;                    North         East    Units  Estimated Accuracy
 DN8609;SPC FL W     -   478,280.      189,380.      MT  (+/- 10 meters HH2 GPS)
 DN8609
 DN8609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9165369746(NAD 83)
 DN8609
 DN8609                          SUPERSEDED SURVEY CONTROL
 DN8609
 DN8609.No superseded survey control is available for this station.
 DN8609
 DN8609_MARKER: DD = SURVEY DISK
 DN8609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8609_STAMPING: 738457 B 2009
 DN8609_MARK LOGO: SWFWMD
 DN8609_PROJECTION: RECESSED 3 CENTIMETERS
 DN8609_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8609+STABILITY: SURFACE MOTION
 DN8609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8609+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2011
 DN8609
 DN8609  HISTORY     - Date     Condition        Report By
 DN8609  HISTORY     - 20090405 MONUMENTED       SWFWMD
 DN8609  HISTORY     - 20110330 GOOD             FLDEP
 DN8609
 DN8609                          STATION DESCRIPTION
 DN8609
 DN8609'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8609'THE MARK IS ABOUT 4.3 MI (6.9 KM) NORTHWEST OF WEBSTER, 3.3 MI (5.3
 DN8609'KM) NORTH-NORTHEAST OF SAINT CATHERINE, 1.0 MI (1.6 KM)
 DN8609'SOUTH-SOUTHEAST OF BUSHNELL, IN SECTION 21, TOWNSHIP 21 SOUTH, RANGE
 DN8609'22 EAST.
 DN8609'
 DN8609'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND COUNTY
 DN8609'ROAD 48 (SEMINOLE AVENUE) IN BUSHNELL, GO EAST ON COUNTY ROAD 48
 DN8609'(SEMINOLE AVENUE) FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF COUNTY ROAD
 DN8609'476A (NORTH) ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD 476A (NORTH) AND
 DN8609'GO SOUTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF COUNTY ROAD 763 ON THE
 DN8609'RIGHT.  TURN RIGHT ON COUNTY ROAD 763 AND GO SOUTH FOR 0.2 MI (0.3 KM)
 DN8609'TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DN8609'RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3
 DN8609'M) BELOW THE LEVEL OF COUNTY ROAD 763.
 DN8609'
 DN8609'LOCATED 41.3 FT (12.6 M) WEST OF THE APPROXIMATE CENTERLINE OF COUNTY
 DN8609'ROAD 763, 19.9 FT (6.1 M) EAST OF SURVEY MARK 738457 A, 4.3 FT (1.3 M)
 DN8609'EAST-SOUTHEAST OF SOUTHEASTERN MOST WELL HEAD, 1.0 FT (0.3 M) NORTH OF
 DN8609'BARB WIRE FENCE AND 0.9 FT (27 CM) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0887 ***********************************************************************
 DP0887  DESIGNATION -  739103 A
 DP0887  PID         -  DP0887
 DP0887  STATE/COUNTY-  FL/POLK
 DP0887  COUNTRY     -  US
 DP0887  USGS QUAD   -  BARTOW (2018)
 DP0887
 DP0887                         *CURRENT SURVEY CONTROL
 DP0887  ______________________________________________________________________
 DP0887* NAD 83(1986) POSITION- 27 59 04.0    (N) 081 52 14.9    (W)   HD_HELD2
 DP0887* NAVD 88 ORTHO HEIGHT -    32.904 (meters)      107.95  (feet) ADJUSTED
 DP0887  ______________________________________________________________________
 DP0887  GEOID HEIGHT    -        -26.163 (meters)                     GEOID18
 DP0887  DYNAMIC HEIGHT  -         32.856 (meters)      107.80  (feet) COMP
 DP0887  MODELED GRAVITY -    979,167.0   (mgal)                       NAVD 88
 DP0887
 DP0887  VERT ORDER      -  SECOND    CLASS I
 DP0887
 DP0887.The horizontal coordinates were established by autonomous hand held GPS
 DP0887.observations and have an estimated accuracy of +/- 10 meters.
 DP0887
 DP0887.The orthometric height was determined by differential leveling and
 DP0887.adjusted by the NATIONAL GEODETIC SURVEY
 DP0887.in January 2014.
 DP0887
 DP0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0887.GEOID18 height accuracy estimate available here.
 DP0887
 DP0887.Click photographs - Photos may exist for this station.
 DP0887
 DP0887.The dynamic height is computed by dividing the NAVD 88
 DP0887.geopotential number by the normal gravity value computed on the
 DP0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0887.degrees latitude (g = 980.6199 gals.).
 DP0887
 DP0887.The modeled gravity was interpolated from observed gravity values.
 DP0887
 DP0887;                    North         East    Units  Estimated Accuracy
 DP0887;SPC FL W     -   404,492.      212,709.      MT  (+/- 10 meters HH2 GPS)
 DP0887
 DP0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1436695784(NAD 83)
 DP0887
 DP0887                          SUPERSEDED SURVEY CONTROL
 DP0887
 DP0887.No superseded survey control is available for this station.
 DP0887
 DP0887_MARKER: DD = SURVEY DISK
 DP0887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP0887_STAMPING: 739103 A 2009
 DP0887_MARK LOGO: SWFWMD
 DP0887_PROJECTION: FLUSH
 DP0887_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP0887+STABILITY: SURFACE MOTION
 DP0887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0887+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2013
 DP0887
 DP0887  HISTORY     - Date     Condition        Report By
 DP0887  HISTORY     - 2009     MONUMENTED       SWFWMD
 DP0887  HISTORY     - 20130325 GOOD             FLDEP
 DP0887
 DP0887                          STATION DESCRIPTION
 DP0887
 DP0887'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0887'THE MARK IS ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF AUBURNDALE, 6.3 MI
 DP0887'(10.1 KM) NORTH-NORTHWEST OF BARTOW, 6.1 MI (9.8 KM) SOUTHEAST OF
 DP0887'LAKELAND, IN SECTION 1, TOWNSHIP 29 SOUTH, RANGE 24 EAST.
 DP0887'
 DP0887'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BARTOW
 DP0887'ROAD) AND COUNTY ROAD 540 (CLUBHOUSE ROAD) IN HIGHLAND CITY, GO
 DP0887'NORTHWEST ON U.S. HIGHWAY 98 (BARTOW ROAD) FOR 2.3 MI (3.7 KM) TO THE
 DP0887'JUNCTION OF COUNTY ROAD 540 (LAKE WINTER ROAD) ON THE RIGHT.  TURN
 DP0887'RIGHT ON COUNTY ROAD 540 (LAKE WINTER ROAD) AND GO EAST FOR 2.05 MI
 DP0887'(3.3 KM) TO THE JUNCTION OF A PARK ROAD ON THE RIGHT.  TURN RIGHT ON
 DP0887'THE PARK ROAD AND GO SOUTH, ENTERING THE POLK COUNTY CIRCLE B BAR
 DP0887'PRESERVE, FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A SHELL ROAD ON THE
 DP0887'RIGHT.  TURN RIGHT ON THE SHELL ROAD AND GO WEST FOR 0.35 MI (0.6 KM)
 DP0887'TO A WINDMILL ON THE LEFT AND THE JUNCTION OF ANOTHER SHELL ROAD ON
 DP0887'THE LEFT.  TURN LEFT ON THE SHELL ROAD AND GO SOUTH FOR 0.7 MI (1.1
 DP0887'KM) TO THE T-JUNCTION OF ANOTHER SHELL ROAD, A WELL SITE AND THE MARK
 DP0887'AHEAD, AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH (30 CM) ROUND
 DP0887'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE SHELL ROAD.
 DP0887'LOCATED 78.0 FT (23.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF AN
 DP0887'EAST-WEST SHELL ROAD, 56.0 FT (17.1 M) SOUTH OF A WOODEN DIRECTIONAL
 DP0887'SIGN POST, 41.3 FT (12.6 M) NORTHWEST OF THE NORTHERNMOST OF 2 WELL
 DP0887'HEADS, 40.2 FT (12.3 M) NORTHWEST OF SURVEY MARK 739103 B, 18.0 FT
 DP0887'(5.5 M) EAST OF THE APPROXIMATE EXTENDED CENTERLINE OF A NORTH-SOUTH
 DP0887'SHELL ROAD AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
 DP0887'
 DP0887'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP0888 ***********************************************************************
 DP0888  DESIGNATION -  739103 B
 DP0888  PID         -  DP0888
 DP0888  STATE/COUNTY-  FL/POLK
 DP0888  COUNTRY     -  US
 DP0888  USGS QUAD   -  BARTOW (2018)
 DP0888
 DP0888                         *CURRENT SURVEY CONTROL
 DP0888  ______________________________________________________________________
 DP0888* NAD 83(1986) POSITION- 27 59 03.6    (N) 081 52 15.0    (W)   HD_HELD2
 DP0888* NAVD 88 ORTHO HEIGHT -    33.016 (meters)      108.32  (feet) ADJUSTED
 DP0888  ______________________________________________________________________
 DP0888  GEOID HEIGHT    -        -26.162 (meters)                     GEOID18
 DP0888  DYNAMIC HEIGHT  -         32.967 (meters)      108.16  (feet) COMP
 DP0888  MODELED GRAVITY -    979,167.1   (mgal)                       NAVD 88
 DP0888
 DP0888  VERT ORDER      -  SECOND    CLASS I
 DP0888
 DP0888.The horizontal coordinates were established by autonomous hand held GPS
 DP0888.observations and have an estimated accuracy of +/- 10 meters.
 DP0888
 DP0888.The orthometric height was determined by differential leveling and
 DP0888.adjusted by the NATIONAL GEODETIC SURVEY
 DP0888.in January 2014.
 DP0888
 DP0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP0888.GEOID18 height accuracy estimate available here.
 DP0888
 DP0888.Click photographs - Photos may exist for this station.
 DP0888
 DP0888.The dynamic height is computed by dividing the NAVD 88
 DP0888.geopotential number by the normal gravity value computed on the
 DP0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP0888.degrees latitude (g = 980.6199 gals.).
 DP0888
 DP0888.The modeled gravity was interpolated from observed gravity values.
 DP0888
 DP0888;                    North         East    Units  Estimated Accuracy
 DP0888;SPC FL W     -   404,480.      212,706.      MT  (+/- 10 meters HH2 GPS)
 DP0888
 DP0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1436395772(NAD 83)
 DP0888
 DP0888                          SUPERSEDED SURVEY CONTROL
 DP0888
 DP0888.No superseded survey control is available for this station.
 DP0888
 DP0888_MARKER: DD = SURVEY DISK
 DP0888_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP0888_SP_SET: WELL PAD
 DP0888_STAMPING: 739103 B 2009
 DP0888_MARK LOGO: SWFWMD
 DP0888_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP0888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP0888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP0888+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2013
 DP0888
 DP0888  HISTORY     - Date     Condition        Report By
 DP0888  HISTORY     - 2009     MONUMENTED       SWFWMD
 DP0888  HISTORY     - 20130325 GOOD             FLDEP
 DP0888
 DP0888                          STATION DESCRIPTION
 DP0888
 DP0888'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP0888'THE MARK IS ABOUT 7.5 MI (12.1 KM) SOUTHWEST OF AUBURNDALE, 6.3 MI
 DP0888'(10.1 KM) NORTH-NORTHWEST OF BARTOW, 6.1 MI (9.8 KM) SOUTHEAST OF
 DP0888'LAKELAND, IN SECTION 1, TOWNSHIP 29 SOUTH, RANGE 24 EAST.
 DP0888'
 DP0888'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 (BARTOW
 DP0888'ROAD) AND COUNTY ROAD 540 (CLUBHOUSE ROAD) IN HIGHLAND CITY, GO
 DP0888'NORTHWEST ON U.S. HIGHWAY 98 (BARTOW ROAD) FOR 2.3 MI (3.7 KM) TO THE
 DP0888'JUNCTION OF COUNTY ROAD 540 (LAKE WINTER ROAD) ON THE RIGHT.  TURN
 DP0888'RIGHT ON COUNTY ROAD 540 (LAKE WINTER ROAD) AND GO EAST FOR 2.05 MI
 DP0888'(3.3 KM) TO THE JUNCTION OF A PARK ROAD ON THE RIGHT.  TURN RIGHT ON
 DP0888'THE PARK ROAD AND GO SOUTH, ENTERING THE POLK COUNTY CIRCLE B BAR
 DP0888'PRESERVE, FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A SHELL ROAD ON THE
 DP0888'RIGHT.  TURN RIGHT ON THE SHELL ROAD AND GO WEST FOR 0.35 MI (0.6 KM)
 DP0888'TO A WINDMILL ON THE LEFT AND THE JUNCTION OF ANOTHER SHELL ROAD ON
 DP0888'THE LEFT.  TURN LEFT ON THE SHELL ROAD AND GO SOUTH FOR 0.7 MI (1.1
 DP0888'KM) TO THE T-JUNCTION OF ANOTHER SHELL ROAD, A WELL SITE AND THE MARK
 DP0888'AHEAD, AN ALUMINUM DISK SET IN THE TOP OF A CONCRETE WELL PAD AND
 DP0888'LEVEL WITH THE SHELL ROAD.
 DP0888'
 DP0888'LOCATED 106.0 FT (32.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF AN
 DP0888'EAST-WEST SHELL ROAD, 40.2 FT (12.3 M) SOUTHEAST OF SURVEY MARK 739103
 DP0888'A, 11.0 FT (3.4 M) WEST OF THE APPROXIMATE EXTENDED CENTERLINE OF A
 DP0888'NORTH-SOUTH SHELL ROAD AND 1.5 FT (0.5 M) NORTHWEST OF THE
 DP0888'NORTHERNMOST OF 2 WELL HEADS.
 DP0888'
 DP0888'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9253 ***********************************************************************
 DO9253  DESIGNATION -  739106 A
 DO9253  PID         -  DO9253
 DO9253  STATE/COUNTY-  FL/POLK
 DO9253  COUNTRY     -  US
 DO9253  USGS QUAD   -  BARTOW (2018)
 DO9253
 DO9253                         *CURRENT SURVEY CONTROL
 DO9253  ______________________________________________________________________
 DO9253* NAD 83(1986) POSITION- 27 57 56.7    (N) 081 47 59.7    (W)   HD_HELD2
 DO9253* NAVD 88 ORTHO HEIGHT -    35.133 (meters)      115.27  (feet) ADJUSTED
 DO9253  ______________________________________________________________________
 DO9253  GEOID HEIGHT    -        -26.274 (meters)                     GEOID18
 DO9253  DYNAMIC HEIGHT  -         35.081 (meters)      115.09  (feet) COMP
 DO9253  MODELED GRAVITY -    979,163.9   (mgal)                       NAVD 88
 DO9253
 DO9253  VERT ORDER      -  FIRST     CLASS II
 DO9253
 DO9253.The horizontal coordinates were established by autonomous hand held GPS
 DO9253.observations and have an estimated accuracy of +/- 10 meters.
 DO9253
 DO9253.The orthometric height was determined by differential leveling and
 DO9253.adjusted by the NATIONAL GEODETIC SURVEY
 DO9253.in December 2013.
 DO9253
 DO9253.No vertical observational check was made to the station.
 DO9253
 DO9253.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9253.GEOID18 height accuracy estimate available here.
 DO9253
 DO9253.Click photographs - Photos may exist for this station.
 DO9253
 DO9253.The dynamic height is computed by dividing the NAVD 88
 DO9253.geopotential number by the normal gravity value computed on the
 DO9253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9253.degrees latitude (g = 980.6199 gals.).
 DO9253
 DO9253.The modeled gravity was interpolated from observed gravity values.
 DO9253
 DO9253;                    North         East    Units  Estimated Accuracy
 DO9253;SPC FL W     -   402,430.      219,686.      MT  (+/- 10 meters HH2 GPS)
 DO9253
 DO9253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2132393665(NAD 83)
 DO9253
 DO9253                          SUPERSEDED SURVEY CONTROL
 DO9253
 DO9253.No superseded survey control is available for this station.
 DO9253
 DO9253_MARKER: DD = SURVEY DISK
 DO9253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9253_STAMPING: 739106 A 2009
 DO9253_MARK LOGO: SWFWMD
 DO9253_PROJECTION: FLUSH
 DO9253_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO9253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9253+STABILITY: SURFACE MOTION
 DO9253_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9253+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2013
 DO9253
 DO9253  HISTORY     - Date     Condition        Report By
 DO9253  HISTORY     - 2009     MONUMENTED       SWFWMD
 DO9253  HISTORY     - 20130305 GOOD             FLDEP
 DO9253
 DO9253                          STATION DESCRIPTION
 DO9253
 DO9253'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9253'THE MARK IS ABOUT 5.6 MI (9.0 KM) SOUTHWEST OF WINTER HAVEN, 5.5 MI
 DO9253'(8.8 KM) NORTH-NORTHEAST OF BARTOW, 4.2 MI (6.8 KM) WEST-SOUTHWEST OF
 DO9253'ELOISE, IN SECTION 15, TOWNSHIP 29 SOUTH, RANGE 25 EAST.
 DO9253'
 DO9253'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, STATE ROAD
 DO9253'540 AND ELOISE ROAD ABOUT 1.0 MI (1.6 KM) NORTHEAST OF EAGLE LAKE, GO
 DO9253'SOUTHWEST ON U.S. HIGHWAY 17 FOR 3.05 MI (4.9 KM) TO THE INTERSECTION
 DO9253'OF THE MAIN ENTRANCE TO THE BARTOW MUNICIPAL AIRPORT AND INDUSTRIAL
 DO9253'PARK (AVENUE B) ON THE LEFT AND SPIRIT LAKE ROAD ON THE RIGHT.  TURN
 DO9253'RIGHT ON SPIRIT LAKE ROAD AND GO NORTH FOR 0.8 MI (1.3 KM) TO THE
 DO9253'JUNCTION OF SHEFFIELD ROAD ON THE LEFT.  TURN LEFT ON SHEFFIELD ROAD
 DO9253'AND GO WEST AND SOUTHWEST FOR 0.95 MI (1.5 KM) TO THE JUNCTION OF A
 DO9253'DIRT DRIVEWAY WITH A LOCKED METAL GATE AT 2996 SHEFFIELD ROAD ON THE
 DO9253'RIGHT.  TURN RIGHT ON THE PRIVATE DRIVEWAY AND GO WEST FOR ABOUT 450.0
 DO9253'FT (137.2 M) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE LEFT, AN
 DO9253'ALUMINUM DISK SET IN THE TOP OF A 12-INCH (30 CM) CONCRETE MONUMENT
 DO9253'FLUSH WITH THE GROUND AND LEVEL WITH THE DRIVEWAY.    LOCATED 95.0 FT
 DO9253'(29.0 M) SOUTHWEST OF SURVEY MARK 739106 B, 22.1 FT (6.7 M) SOUTH OF
 DO9253'THE APPROXIMATE CENTERLINE OF A DIRT DRIVEWAY AT 2996 SHEFFIELD ROAD,
 DO9253'11.0 FT (3.4 M) NORTH OF A CHAIN LINK FENCE AND 10.0 FT (3.0 M) NORTH
 DO9253'OF A CARSONITE WITNESS POST.
 DO9253'
 DO9253'NOTE CONTACT SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT FOR KEY.
 DO9253'
 DO9253'NOTE-UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9252 ***********************************************************************
 DO9252  DESIGNATION -  739106 B
 DO9252  PID         -  DO9252
 DO9252  STATE/COUNTY-  FL/POLK
 DO9252  COUNTRY     -  US
 DO9252  USGS QUAD   -  BARTOW (2018)
 DO9252
 DO9252                         *CURRENT SURVEY CONTROL
 DO9252  ______________________________________________________________________
 DO9252* NAD 83(1986) POSITION- 27 57 56.9    (N) 081 47 58.7    (W)   HD_HELD2
 DO9252* NAVD 88 ORTHO HEIGHT -    35.008 (meters)      114.86  (feet) ADJUSTED
 DO9252  ______________________________________________________________________
 DO9252  GEOID HEIGHT    -        -26.274 (meters)                     GEOID18
 DO9252  DYNAMIC HEIGHT  -         34.957 (meters)      114.69  (feet) COMP
 DO9252  MODELED GRAVITY -    979,163.9   (mgal)                       NAVD 88
 DO9252
 DO9252  VERT ORDER      -  FIRST     CLASS II
 DO9252
 DO9252.The horizontal coordinates were established by autonomous hand held GPS
 DO9252.observations and have an estimated accuracy of +/- 10 meters.
 DO9252
 DO9252.The orthometric height was determined by differential leveling and
 DO9252.adjusted by the NATIONAL GEODETIC SURVEY
 DO9252.in December 2013.
 DO9252
 DO9252.No vertical observational check was made to the station.
 DO9252
 DO9252.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9252.GEOID18 height accuracy estimate available here.
 DO9252
 DO9252.Click photographs - Photos may exist for this station.
 DO9252
 DO9252.The dynamic height is computed by dividing the NAVD 88
 DO9252.geopotential number by the normal gravity value computed on the
 DO9252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9252.degrees latitude (g = 980.6199 gals.).
 DO9252
 DO9252.The modeled gravity was interpolated from observed gravity values.
 DO9252
 DO9252;                    North         East    Units  Estimated Accuracy
 DO9252;SPC FL W     -   402,436.      219,713.      MT  (+/- 10 meters HH2 GPS)
 DO9252
 DO9252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2135193671(NAD 83)
 DO9252
 DO9252                          SUPERSEDED SURVEY CONTROL
 DO9252
 DO9252.No superseded survey control is available for this station.
 DO9252
 DO9252_MARKER: DD = SURVEY DISK
 DO9252_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO9252_SP_SET: WELL PAD
 DO9252_STAMPING: 739106 B 2009
 DO9252_MARK LOGO: SWFWMD
 DO9252_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO9252_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9252+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2013
 DO9252
 DO9252  HISTORY     - Date     Condition        Report By
 DO9252  HISTORY     - 2009     MONUMENTED       SWFWMD
 DO9252  HISTORY     - 20130305 GOOD             FLDEP
 DO9252
 DO9252                          STATION DESCRIPTION
 DO9252
 DO9252'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9252'THE MARK IS ABOUT 5.6 MI (9.0 KM) SOUTHWEST OF WINTER HAVEN, 5.5 MI
 DO9252'(8.8 KM) NORTH-NORTHEAST OF BARTOW, 4.2 MI (6.8 KM) WEST-SOUTHWEST OF
 DO9252'ELOISE, IN SECTION 15, TOWNSHIP 29 SOUTH, RANGE 25 EAST.
 DO9252'
 DO9252'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17, STATE ROAD
 DO9252'540 AND ELOISE ROAD ABOUT 1.0 MI (1.6 KM) NORTHEAST OF EAGLE LAKE, GO
 DO9252'SOUTHWEST ON U.S. HIGHWAY 17 FOR 3.05 MI (4.9 KM) TO THE INTERSECTION
 DO9252'OF THE MAIN ENTRANCE TO THE BARTOW MUNICIPAL AIRPORT AND INDUSTRIAL
 DO9252'PARK (AVENUE B) ON THE LEFT AND SPIRIT LAKE ROAD ON THE RIGHT.  TURN
 DO9252'RIGHT ON SPIRIT LAKE ROAD AND GO NORTH FOR 0.8 MI (1.3 KM) TO THE
 DO9252'JUNCTION OF SHEFFIELD ROAD ON THE LEFT.  TURN LEFT ON SHEFFIELD ROAD
 DO9252'AND GO WEST AND SOUTHWEST FOR 0.95 MI (1.5 KM) TO THE JUNCTION OF A
 DO9252'DIRT DRIVEWAY WITH A LOCKED METAL GATE AT 2996 SHEFFIELD ROAD ON THE
 DO9252'RIGHT.  TURN RIGHT ON THE PRIVATE DRIVEWAY AND GO WEST FOR ABOUT 425.0
 DO9252'FT (129.5 M) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT,
 DO9252'SET IN THE TOP OF A CONCRETE WELL PAD AND LEVEL WITH THE DRIVEWAY.
 DO9252'LOCATED 95.0 FT (29.0 M) NORTHEAST OF SURVEY MARK 739106 A, 56.2 FT
 DO9252'(17.1 M) NORTH OF THE CHAIN LINK FENCE, 27.2 FT (8.3 M) NORTH OF THE
 DO9252'APPROXIMATE CENTERLINE OF THE DIRT DRIVEWAY AT 2996 SHEFFIELD ROAD AND
 DO9252'1.1 FT (0.3 M) SOUTHWEST OF WELL HEAD 739106.
 DO9252'
 DO9252'NOTE CONTACT SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT FOR KEY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG6233 ***********************************************************************
 DG6233  DESIGNATION -  74 38
 DG6233  PID         -  DG6233
 DG6233  STATE/COUNTY-  FL/OSCEOLA
 DG6233  COUNTRY     -  US
 DG6233  USGS QUAD   -  NARCOOSSEE SE (2018)
 DG6233
 DG6233                         *CURRENT SURVEY CONTROL
 DG6233  ______________________________________________________________________
 DG6233* NAD 83(1986) POSITION- 28 16 31.7    (N) 081 06 32.5    (W)   HD_HELD2
 DG6233* NAVD 88 ORTHO HEIGHT -    22.341 (meters)       73.30  (feet) ADJUSTED
 DG6233  ______________________________________________________________________
 DG6233  GEOID HEIGHT    -        -28.119 (meters)                     GEOID18
 DG6233  DYNAMIC HEIGHT  -         22.308 (meters)       73.19  (feet) COMP
 DG6233  MODELED GRAVITY -    979,167.6   (mgal)                       NAVD 88
 DG6233
 DG6233  VERT ORDER      -  SECOND    CLASS I
 DG6233
 DG6233.The horizontal coordinates were established by autonomous hand held GPS
 DG6233.observations and have an estimated accuracy of +/- 10 meters.
 DG6233
 DG6233.The orthometric height was determined by differential leveling and
 DG6233.adjusted by the NATIONAL GEODETIC SURVEY
 DG6233.in September 2004.
 DG6233
 DG6233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6233.GEOID18 height accuracy estimate available here.
 DG6233
 DG6233.Click photographs - Photos may exist for this station.
 DG6233
 DG6233.The dynamic height is computed by dividing the NAVD 88
 DG6233.geopotential number by the normal gravity value computed on the
 DG6233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6233.degrees latitude (g = 980.6199 gals.).
 DG6233
 DG6233.The modeled gravity was interpolated from observed gravity values.
 DG6233
 DG6233;                    North         East    Units  Estimated Accuracy
 DG6233;SPC FL E     -   436,740.      189,304.      MT  (+/- 10 meters HH2 GPS)
 DG6233
 DG6233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM8930727723(NAD 83)
 DG6233
 DG6233                          SUPERSEDED SURVEY CONTROL
 DG6233
 DG6233.No superseded survey control is available for this station.
 DG6233
 DG6233_MARKER: DD = SURVEY DISK
 DG6233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG6233_SP_SET: BRIDGE WALKWAY
 DG6233_STAMPING: 74.38
 DG6233_MARK LOGO: FLSRD
 DG6233_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6233+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2024
 DG6233
 DG6233  HISTORY     - Date     Condition        Report By
 DG6233  HISTORY     - UNK      MONUMENTED       FLSRD
 DG6233  HISTORY     - 20021218 GOOD             FLDEP
 DG6233  HISTORY     - 20240911 GOOD             GEOCAC
 DG6233
 DG6233                          STATION DESCRIPTION
 DG6233
 DG6233'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG6233'THE MARK IS ABOUT 23.0 MI SOUTHWEST OF COCOA, 7.6 MI EAST-NORTHEAST OF
 DG6233'ST. CLOUD, 5.5 MI  NORTHEAST OF ASHTON, IN SECTION 27, TOWNSHIP 25
 DG6233'SOUTH, RANGE 32 EAST.
 DG6233'
 DG6233'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192, 441 (13TH
 DG6233'STREET) AND COUNTY  ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD) IN ST.
 DG6233'CLOUD, GO EAST ON U.S. HIGHWAY 192, 441  (13TH STREET, EAST BRONSON
 DG6233'HIGHWAY) FOR 3.0 MI TO THE INTERSECTION OF STATE ROAD 15,  CONTINUE
 DG6233'EAST ON U.S. HIGHWAY 192, 441 (BRONSON HIGHWAY) FOR 1.25 MI TO THE
 DG6233'JUNCTION OF  NOVA ROAD (COUNTY ROAD 532) ON THE LEFT, TURN LEFT ON
 DG6233'NOVA ROAD (COUNTY ROAD 532) AND  GO NORTHEAST FOR 3.65 MI TO CANAL
 DG6233'C-32C, CONTINUE EAST ON NOVA ROAD FOR 3.15 MI TO THE  EAST END OF
 DG6233'BRIDGE NUMBER 924115 AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF
 DG6233'THE  NORTHEAST CORNER OF THE BRIDGE WALKWAY, 0.6 FT ABOVE THE LEVEL OF
 DG6233'NOVA ROAD.
 DG6233'
 DG6233'LOCATED 15.0 FT NORTH OF THE CENTERLINE OF NOVA ROAD, 7.0 FT WEST OF
 DG6233'THE NORTHEAST  CORNER OF THE BRIDGE AND 1.4 FT SOUTH OF THE BRIDGE
 DG6233'RAIL.
 DG6233
 DG6233                          STATION RECOVERY (2024)
 DG6233
 DG6233'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DG6233'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG6235 ***********************************************************************
 DG6235  DESIGNATION -  74 40
 DG6235  PID         -  DG6235
 DG6235  STATE/COUNTY-  FL/OSCEOLA
 DG6235  COUNTRY     -  US
 DG6235  USGS QUAD   -  NARCOOSSEE SE (2018)
 DG6235
 DG6235                         *CURRENT SURVEY CONTROL
 DG6235  ______________________________________________________________________
 DG6235* NAD 83(1986) POSITION- 28 16 31.5    (N) 081 06 35.0    (W)   HD_HELD2
 DG6235* NAVD 88 ORTHO HEIGHT -    22.344 (meters)       73.31  (feet) ADJUSTED
 DG6235  ______________________________________________________________________
 DG6235  GEOID HEIGHT    -        -28.118 (meters)                     GEOID18
 DG6235  DYNAMIC HEIGHT  -         22.311 (meters)       73.20  (feet) COMP
 DG6235  MODELED GRAVITY -    979,167.6   (mgal)                       NAVD 88
 DG6235
 DG6235  VERT ORDER      -  SECOND    CLASS I
 DG6235
 DG6235.The horizontal coordinates were established by autonomous hand held GPS
 DG6235.observations and have an estimated accuracy of +/- 10 meters.
 DG6235
 DG6235.The orthometric height was determined by differential leveling and
 DG6235.adjusted by the NATIONAL GEODETIC SURVEY
 DG6235.in September 2004.
 DG6235
 DG6235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6235.GEOID18 height accuracy estimate available here.
 DG6235
 DG6235.Click photographs - Photos may exist for this station.
 DG6235
 DG6235.The dynamic height is computed by dividing the NAVD 88
 DG6235.geopotential number by the normal gravity value computed on the
 DG6235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6235.degrees latitude (g = 980.6199 gals.).
 DG6235
 DG6235.The modeled gravity was interpolated from observed gravity values.
 DG6235
 DG6235;                    North         East    Units  Estimated Accuracy
 DG6235;SPC FL E     -   436,734.      189,236.      MT  (+/- 10 meters HH2 GPS)
 DG6235
 DG6235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM8923927717(NAD 83)
 DG6235
 DG6235                          SUPERSEDED SURVEY CONTROL
 DG6235
 DG6235.No superseded survey control is available for this station.
 DG6235
 DG6235_MARKER: DD = SURVEY DISK
 DG6235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG6235_SP_SET: BRIDGE WALKWAY
 DG6235_STAMPING: 74.40
 DG6235_MARK LOGO: FLSRD
 DG6235_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG6235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6235+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2024
 DG6235
 DG6235  HISTORY     - Date     Condition        Report By
 DG6235  HISTORY     - UNK      MONUMENTED       FLSRD
 DG6235  HISTORY     - 20021218 GOOD             FLDEP
 DG6235  HISTORY     - 20240911 GOOD             GEOCAC
 DG6235
 DG6235                          STATION DESCRIPTION
 DG6235
 DG6235'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG6235'THE MARK IS ABOUT 23.0 MI SOUTHWEST OF COCOA, 7.6 MI EAST-NORTHEAST OF
 DG6235'ST. CLOUD, 5.5 MI  NORTHEAST OF ASHTON, IN SECTION 34, TOWNSHIP 25
 DG6235'SOUTH, RANGE 32 EAST.
 DG6235'
 DG6235'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192, 441 (13TH
 DG6235'STREET) AND COUNTY  ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD) IN ST.
 DG6235'CLOUD, GO EAST ON U.S. HIGHWAY 192, 441  (13TH STREET, EAST BRONSON
 DG6235'HIGHWAY) FOR 3.0 MI TO THE INTERSECTION OF STATE ROAD 15,  CONTINUE
 DG6235'EAST ON U.S. HIGHWAY 192, 441 (BRONSON HIGHWAY) FOR 1.25 MI TO THE
 DG6235'JUNCTION OF  NOVA ROAD (COUNTY ROAD 532) ON THE LEFT, TURN LEFT ON
 DG6235'NOVA ROAD (COUNTY ROAD 532) AND  GO NORTHEAST FOR 3.65 MI TO CANAL
 DG6235'C-32C, CONTINUE EAST ON NOVA ROAD FOR 3.1 MI TO THE  EAST END OF
 DG6235'BRIDGE NUMBER 924115 AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP
 DG6235'OF THE  SOUTHEAST CORNER OF THE BRIDGE WALKWAY, 0.6 FT ABOVE THE LEVEL
 DG6235'OF NOVA ROAD.
 DG6235'
 DG6235'LOCATED 14.7 FT SOUTH OF THE CENTERLINE OF NOVA ROAD, 6.5 FT EAST OF
 DG6235'THE SOUTHWEST END  OF THE BRIDGE AND 1.5 FT NORTH OF THE BRIDE RAIL.
 DG6235
 DG6235                          STATION RECOVERY (2024)
 DG6235
 DG6235'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DG6235'THE MARK IS IN THE WEST END OF BRIDGE NUMBER 924115 AND IS SET FLUSH
 DG6235'IN THE TOP OF THE SOUTHWEST CORNER OF THE BRIDGE WALKWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE5882 ***********************************************************************
 DE5882  DESIGNATION -  74 81 A08
 DE5882  PID         -  DE5882
 DE5882  STATE/COUNTY-  FL/NASSAU
 DE5882  COUNTRY     -  US
 DE5882  USGS QUAD   -  FERNANDINA BEACH (2018)
 DE5882
 DE5882                         *CURRENT SURVEY CONTROL
 DE5882  ______________________________________________________________________
 DE5882* NAD 83(2011) POSITION- 30 40 32.60851(N) 081 25 49.36300(W)   ADJUSTED
 DE5882* NAD 83(2011) ELLIP HT-   -26.310 (meters)        (06/27/12)   ADJUSTED
 DE5882* NAD 83(2011) EPOCH   -  2010.00
 DE5882* NAVD 88 ORTHO HEIGHT -     2.2   (meters)        7.    (feet) GPS OBS
 DE5882  ______________________________________________________________________
 DE5882  NAVD 88 orthometric height was determined with geoid model    GEOID99
 DE5882  GEOID HEIGHT    -        -28.596 (meters)                     GEOID99
 DE5882  GEOID HEIGHT    -        -28.519 (meters)                     GEOID18
 DE5882  NAD 83(2011) X  -    818,130.051 (meters)                     COMP
 DE5882  NAD 83(2011) Y  - -5,429,100.140 (meters)                     COMP
 DE5882  NAD 83(2011) Z  -  3,235,011.548 (meters)                     COMP
 DE5882  LAPLACE CORR    -         -1.06  (seconds)                    DEFLEC18
 DE5882
 DE5882  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE5882  Standards:
 DE5882         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE5882            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE5882  -------------------------------------------------------------------
 DE5882  NETWORK    0.60   1.37           0.26   0.23   0.70     -0.03943044
 DE5882  -------------------------------------------------------------------
 DE5882  Click here for local accuracies and other accuracy information.
 DE5882
 DE5882.The horizontal coordinates were established by GPS observations
 DE5882.and adjusted by the National Geodetic Survey in June 2012.
 DE5882
 DE5882.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE5882.been affixed to the stable North American tectonic plate. See 
 DE5882.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE5882
 DE5882.The horizontal coordinates are valid at the epoch date displayed above
 DE5882.which is a decimal equivalence of Year/Month/Day.
 DE5882
 DE5882.The orthometric height was determined by GPS observations and a
 DE5882.high-resolution geoid model.
 DE5882
 DE5882.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE5882.GEOID18 height accuracy estimate available here.
 DE5882
 DE5882.Click photographs - Photos may exist for this station.
 DE5882
 DE5882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5882
 DE5882.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE5882
 DE5882.The ellipsoidal height was determined by GPS observations
 DE5882.and is referenced to NAD 83.
 DE5882
 DE5882. The following values were computed from the NAD 83(2011) position.
 DE5882
 DE5882;                    North         East     Units Scale Factor Converg.
 DE5882;SPC FL E     -   702,851.796   158,760.817   MT  0.99996215   -0 13 10.5
 DE5882;SPC FL E     - 2,305,939.60    520,867.78   sFT  0.99996215   -0 13 10.5
 DE5882;UTM  17      - 3,393,743.967   458,774.888   MT  0.99962096   -0 13 10.5
 DE5882
 DE5882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5882!SPC FL E     -   1.00000413  x   0.99996215  =   0.99996628
 DE5882!UTM  17      -   1.00000413  x   0.99962096  =   0.99962509
 DE5882
 DE5882:                Primary Azimuth Mark                     Grid Az
 DE5882:SPC FL E     -  74 81 A09                                188 19 22.2
 DE5882:UTM  17      -  74 81 A09                                188 19 22.2
 DE5882
 DE5882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5877493743(NAD 83)
 DE5882
 DE5882|---------------------------------------------------------------------|
 DE5882| PID    Reference Object                     Distance      Geod. Az  |
 DE5882|                                                           dddmmss.s |
 DE5882| DE5883 74 81 A09                           APPROX. 0.7 KM 1880611.7 |
 DE5882|---------------------------------------------------------------------|
 DE5882
 DE5882                          SUPERSEDED SURVEY CONTROL
 DE5882
 DE5882  NAD 83(2007)-  30 40 32.60857(N)    081 25 49.36378(W) AD(2002.00) 0
 DE5882  ELLIP H (02/10/07)  -26.291  (m)                       GP(2002.00)    
 DE5882  NAD 83(1999)-  30 40 32.60859(N)    081 25 49.36332(W) AD(       ) 1
 DE5882  ELLIP H (06/26/02)  -26.279  (m)                       GP(       ) 3 1
 DE5882
 DE5882.Superseded values are not recommended for survey control.
 DE5882
 DE5882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5882.See file dsdata.pdf to determine how the superseded data were derived.
 DE5882
 DE5882_MARKER: DD = SURVEY DISK
 DE5882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5882_STAMPING: 74 81 A08
 DE5882_MARK LOGO: FLDNR
 DE5882_PROJECTION: RECESSED 15 CENTIMETERS
 DE5882_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5882+STABILITY: SURFACE MOTION
 DE5882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5882+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 DE5882
 DE5882  HISTORY     - Date     Condition        Report By
 DE5882  HISTORY     - 20020505 MONUMENTED       FLDNR
 DE5882  HISTORY     - 20060601 GOOD             USPSQD
 DE5882  HISTORY     - 20120710 GOOD             FBFBD
 DE5882
 DE5882                          STATION DESCRIPTION
 DE5882
 DE5882'DESCRIBED BY FL DEPT OF NAT RES 2002 (KW)
 DE5882'THE STATION IS LOCATED ON AMELIA ISLAND IN FERNANDINA BEACH,
 DE5882'APPROXIMATELY 4.8 MILES NORTH OF THE FERNANDINA BEACH MUNICIPAL
 DE5882'AIRPORT AND 7.8 MILES SOUTHEAST OF ST. MARY'S (GEORGIA)
 DE5882'
 DE5882'FROM THE INTERSECTION OF STATE ROAD A1A (ALSO KNOWN AS ATLANTIC
 DE5882'AVENUE) AND NORTH FLETCHER AVENUE IN FERNANDINA BEACH, PROCEED NORTH
 DE5882'ON NORTH FLETCHER AVENUE FOR 0.05 MILES, TO AN INTERSECTION WITH TROUT
 DE5882'STREET. TURN LEFT ONTO TROUT STREET AND PROCEED WEST FOR 0.1 MILES, TO
 DE5882'AN INTERSECTION WITH TARPON AVENUE. TURN RIGHT ONTO TARPON AVENUE AND
 DE5882'PROCEED NORTH FOR 0.1 MILES, TO AN INTERSECTION WITH DOLPHIN STREET.
 DE5882'TURN RIGHT ONTO DOLPHIN STREET AND PROCEED EAST FOR 0.05 MILES, TO AN
 DE5882'INTERSECTION WITH NORTH FLETCHER AVENUE. TURN LEFT ONTO NORTH FLETCHER
 DE5882'AVENUE AND PROCEED NORTH FOR 0.3 MILES, TO AN INTERSECTION WITH EAST
 DE5882'4TH STREET (SAND ROAD) AND STATION ON THE RIGHT IN THE NORTHEAST
 DE5882'QUADRANT OF THE INTERSECTION.
 DE5882'
 DE5882'A BRASS DEPARTMENT OF NATURAL RESOURCES DISK SET IN THE TOP OF A
 DE5882'12-INCH DIAMETER CONCRETE MONUMENT RECESSED 0.5 FEET BELOW THE GROUND.
 DE5882'THE STATION IS 16.5 FEET NORTH OF THE CENTERLINE OF EAST 4TH STREET,
 DE5882'20.9 FEET EAST OF THE CENTERLINE OF NORTH FLETCHER AVENUE AND 49.6
 DE5882'FEET NORTHWEST OF A WITNESS POST.  --- REFERENCES-- NAIL AND DISK (REF
 DE5882'MARK LB 6895)  SET IN A POWER POLE, SOUTH 38 DEGREES EAST AT 49.60
 DE5882'FEET NAIL AND DISK (REF MARK LB 6895) SET IN A POWER POLE, SOUTH 63
 DE5882'DEGREES WEST AT 52.70 FEET CHISELED CROSS, SET IN THE SOUTHWEST CORNER
 DE5882'OF A CONCRETE DROP INLET, NORTH 10 DEGREES WEST AT 26.32 FEET.
 DE5882
 DE5882                          STATION RECOVERY (2006)
 DE5882
 DE5882'RECOVERY NOTE BY US POWER SQUADRON 2006 (ALB)
 DE5882'RECOVERED IN GOOD CONDITION.
 DE5882
 DE5882                          STATION RECOVERY (2012)
 DE5882
 DE5882'RECOVERY NOTE BY CITY OF FERNANDINA BEACH 2012 (RWS)
 DE5882'RECOVERED IN GOOD CONDITION LOCATION BELOW GRASS LINE .5 INCH
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE5883 ***********************************************************************
 DE5883  DESIGNATION -  74 81 A09
 DE5883  PID         -  DE5883
 DE5883  STATE/COUNTY-  FL/NASSAU
 DE5883  COUNTRY     -  US
 DE5883  USGS QUAD   -  FERNANDINA BEACH (2018)
 DE5883
 DE5883                         *CURRENT SURVEY CONTROL
 DE5883  ______________________________________________________________________
 DE5883* NAD 83(2011) POSITION- 30 40 09.43442(N) 081 25 53.18004(W)   ADJUSTED
 DE5883* NAD 83(2011) ELLIP HT-   -24.643 (meters)        (06/27/12)   ADJUSTED
 DE5883* NAD 83(2011) EPOCH   -  2010.00
 DE5883* NAVD 88 ORTHO HEIGHT -     3.86  (meters)       12.7   (feet) LEVELING
 DE5883  ______________________________________________________________________
 DE5883  GEOID HEIGHT    -        -28.518 (meters)                     GEOID18
 DE5883  NAD 83(2011) X  -    818,084.038 (meters)                     COMP
 DE5883  NAD 83(2011) Y  - -5,429,476.691 (meters)                     COMP
 DE5883  NAD 83(2011) Z  -  3,234,398.586 (meters)                     COMP
 DE5883  LAPLACE CORR    -         -1.09  (seconds)                    DEFLEC18
 DE5883  VERT ORDER      -  THIRD ?
 DE5883
 DE5883  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE5883  Standards:
 DE5883         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE5883            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE5883  -------------------------------------------------------------------
 DE5883  NETWORK    0.60   1.37           0.26   0.23   0.70     -0.06493398
 DE5883  -------------------------------------------------------------------
 DE5883  Click here for local accuracies and other accuracy information.
 DE5883
 DE5883.The horizontal coordinates were established by GPS observations
 DE5883.and adjusted by the National Geodetic Survey in June 2012.
 DE5883
 DE5883.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE5883.been affixed to the stable North American tectonic plate. See 
 DE5883.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE5883
 DE5883.The horizontal coordinates are valid at the epoch date displayed above
 DE5883.which is a decimal equivalence of Year/Month/Day.
 DE5883
 DE5883.The orthometric height was determined by differential leveling.
 DE5883.The vertical network tie was performed by a horz. field party for horz.
 DE5883.obs reductions. Reset procedures were used to establish the elevation.
 DE5883
 DE5883.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE5883.GEOID18 height accuracy estimate available here.
 DE5883
 DE5883.Click photographs - Photos may exist for this station.
 DE5883
 DE5883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE5883
 DE5883.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE5883
 DE5883.The ellipsoidal height was determined by GPS observations
 DE5883.and is referenced to NAD 83.
 DE5883
 DE5883. The following values were computed from the NAD 83(2011) position.
 DE5883
 DE5883;                    North         East     Units Scale Factor Converg.
 DE5883;SPC FL E     -   702,138.560   158,656.477   MT  0.99996225   -0 13 12.3
 DE5883;SPC FL E     - 2,303,599.59    520,525.46   sFT  0.99996225   -0 13 12.3
 DE5883;UTM  17      - 3,393,030.975   458,670.583   MT  0.99962107   -0 13 12.3
 DE5883
 DE5883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE5883!SPC FL E     -   1.00000387  x   0.99996225  =   0.99996612
 DE5883!UTM  17      -   1.00000387  x   0.99962107  =   0.99962494
 DE5883
 DE5883:                Primary Azimuth Mark                     Grid Az
 DE5883:SPC FL E     -  74 81 A08                                008 19 22.1
 DE5883:UTM  17      -  74 81 A08                                008 19 22.1
 DE5883
 DE5883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5867093030(NAD 83)
 DE5883
 DE5883|---------------------------------------------------------------------|
 DE5883| PID    Reference Object                     Distance      Geod. Az  |
 DE5883|                                                           dddmmss.s |
 DE5883| DE5882 74 81 A08                           APPROX. 0.7 KM 0080609.8 |
 DE5883|---------------------------------------------------------------------|
 DE5883
 DE5883                          SUPERSEDED SURVEY CONTROL
 DE5883
 DE5883  NAD 83(2007)-  30 40 09.43447(N)    081 25 53.18082(W) AD(2002.00) 0
 DE5883  ELLIP H (02/10/07)  -24.625  (m)                       GP(2002.00)    
 DE5883  NAD 83(1999)-  30 40 09.43449(N)    081 25 53.18038(W) AD(       ) 1
 DE5883  ELLIP H (06/26/02)  -24.612  (m)                       GP(       ) 3 1
 DE5883
 DE5883.Superseded values are not recommended for survey control.
 DE5883
 DE5883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE5883.See file dsdata.pdf to determine how the superseded data were derived.
 DE5883
 DE5883_MARKER: DD = SURVEY DISK
 DE5883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE5883_STAMPING: 74 81 A09
 DE5883_MARK LOGO: FLDNR
 DE5883_PROJECTION: RECESSED 15 CENTIMETERS
 DE5883_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE5883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE5883+STABILITY: SURFACE MOTION
 DE5883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE5883+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2025
 DE5883
 DE5883  HISTORY     - Date     Condition        Report By
 DE5883  HISTORY     - 20020505 MONUMENTED       FLDNR
 DE5883  HISTORY     - 20050815 GOOD             USPSQD
 DE5883  HISTORY     - 20251217 GOOD             USACEJ
 DE5883
 DE5883                          STATION DESCRIPTION
 DE5883
 DE5883'DESCRIBED BY FL DEPT OF NAT RES 2002 (KW)
 DE5883'THE STATION IS LOCATED ON AMELIA ISLAND IN FERNANDINA BEACH AT MAIN
 DE5883'BEACH PARK, APPROXIMATELY 4.4 MILES NORTH OF THE FERNANDINA BEACH
 DE5883'MUNICIPAL AIRPORT AND 8.0 MILES SOUTHEAST OF ST. MARY'S (GEORGIA)
 DE5883'
 DE5883'FROM THE INTERSECTION OF STATE ROAD A1A (ALSO KNOWN AS ATLANTIC
 DE5883'AVENUE) AND NORTH FLETCHER AVENUE IN FERNANDINA BEACH, PROCEED NORTH
 DE5883'ON NORTH FLETCHER AVENUE FOR 0.1 MILES, TO THE STATION JUST NORTH OF
 DE5883'THE MOST NORTHERLY PARKING LOT OF MAIN BEACH PARK, A BRASS DEPARTMENT
 DE5883'OF NATURAL RESOURCES DISK SET IN THE TOP OF A 12-INCH DIAMETER
 DE5883'CONCRETE MONUMENT RECESSED 0.5 FEET BELOW THE GROUND. THE STATION IS
 DE5883'3.2 FEET NORTH OF A CONCRETE SIDEWALK AND 11.0 FEET EAST OF A WITNESS
 DE5883'POST.--
 DE5883'
 DE5883'REFERENCES-- NAIL AND DISK (REF MARK LB 6895)  SET IN A 12-INCH PALM,
 DE5883'SOUTH 85 DEGREES EAST AT 44.87 FEET NAIL AND DISK (REF MARK LB 6895)
 DE5883'SET IN A 14-INCH PALM, SOUTH 21 DEGREES WEST AT 62.25 FEET NAIL AND
 DE5883'DISK (REF MARK LB 6895)  SET IN A 10-INCH PALM, NORTH 71 DEGREES WEST
 DE5883'AT 93.45 FEET.
 DE5883
 DE5883                          STATION RECOVERY (2005)
 DE5883
 DE5883'RECOVERY NOTE BY US POWER SQUADRON 2005 (DGJ)
 DE5883'RECOVERED IN GOOD CONDITION.
 DE5883
 DE5883                          STATION RECOVERY (2025)
 DE5883
 DE5883'RECOVERY NOTE BY USACE JACKSONVILLE DISTRICT 2025 (RK)
 DE5883'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4018 ***********************************************************************
 AB4018  DESIGNATION -  74 92 GPS 1
 AB4018  PID         -  AB4018
 AB4018  STATE/COUNTY-  FL/NASSAU
 AB4018  COUNTRY     -  US
 AB4018  USGS QUAD   -  HEDGES (2018)
 AB4018
 AB4018                         *CURRENT SURVEY CONTROL
 AB4018  ______________________________________________________________________
 AB4018* NAD 83(2011) POSITION- 30 35 51.78560(N) 081 35 56.41127(W)   ADJUSTED
 AB4018* NAD 83(2011) ELLIP HT-   -21.252 (meters)        (06/27/12)   ADJUSTED
 AB4018* NAD 83(2011) EPOCH   -  2010.00
 AB4018* NAVD 88 ORTHO HEIGHT -     7.1   (meters)       23.    (feet) GPS OBS
 AB4018  ______________________________________________________________________
 AB4018  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4018  GEOID HEIGHT    -        -29.017 (meters)                     GEOID93
 AB4018  GEOID HEIGHT    -        -28.392 (meters)                     GEOID18
 AB4018  NAD 83(2011) X  -    802,792.895 (meters)                     COMP
 AB4018  NAD 83(2011) Y  - -5,435,848.405 (meters)                     COMP
 AB4018  NAD 83(2011) Z  -  3,227,573.247 (meters)                     COMP
 AB4018  LAPLACE CORR    -         -0.66  (seconds)                    DEFLEC18
 AB4018
 AB4018  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4018  Standards:
 AB4018         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4018            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4018  -------------------------------------------------------------------
 AB4018  NETWORK    0.53   0.90           0.23   0.20   0.46      0.01886599
 AB4018  -------------------------------------------------------------------
 AB4018  Click here for local accuracies and other accuracy information.
 AB4018
 AB4018.The horizontal coordinates were established by GPS observations
 AB4018.and adjusted by the National Geodetic Survey in June 2012.
 AB4018
 AB4018.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4018.been affixed to the stable North American tectonic plate. See 
 AB4018.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4018
 AB4018.The horizontal coordinates are valid at the epoch date displayed above
 AB4018.which is a decimal equivalence of Year/Month/Day.
 AB4018
 AB4018.The orthometric height was determined by GPS observations and a
 AB4018.high-resolution geoid model.
 AB4018
 AB4018.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4018.GEOID18 height accuracy estimate available here.
 AB4018
 AB4018.Click photographs - Photos may exist for this station.
 AB4018
 AB4018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4018
 AB4018.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4018
 AB4018.The ellipsoidal height was determined by GPS observations
 AB4018.and is referenced to NAD 83.
 AB4018
 AB4018. The following values were computed from the NAD 83(2011) position.
 AB4018
 AB4018;                    North         East     Units Scale Factor Converg.
 AB4018;SPC FL E     -   694,278.091   142,556.778   MT  0.99998187   -0 18 17.7
 AB4018;SPC FL E     - 2,277,810.70    467,705.03   sFT  0.99998187   -0 18 17.7
 AB4018;UTM  17      - 3,385,173.188   442,576.378   MT  0.99964068   -0 18 17.7
 AB4018
 AB4018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4018!SPC FL E     -   1.00000334  x   0.99998187  =   0.99998521
 AB4018!UTM  17      -   1.00000334  x   0.99964068  =   0.99964402
 AB4018
 AB4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4257685173(NAD 83)
 AB4018
 AB4018                          SUPERSEDED SURVEY CONTROL
 AB4018
 AB4018  NAD 83(2007)-  30 35 51.78565(N)    081 35 56.41206(W) AD(2002.00) 0
 AB4018  ELLIP H (02/10/07)  -21.236  (m)                       GP(2002.00)    
 AB4018  NAD 83(1999)-  30 35 51.78610(N)    081 35 56.41158(W) AD(       ) 1
 AB4018  ELLIP H (06/19/01)  -21.263  (m)                       GP(       ) 4 1
 AB4018  NAD 83(1990)-  30 35 51.78513(N)    081 35 56.41213(W) AD(       ) 1
 AB4018  ELLIP H (06/10/96)  -21.452  (m)                       GP(       ) 2 2
 AB4018
 AB4018.Superseded values are not recommended for survey control.
 AB4018
 AB4018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4018.See file dsdata.pdf to determine how the superseded data were derived.
 AB4018
 AB4018_MARKER: DD = SURVEY DISK
 AB4018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4018_STAMPING: 74 92 GPS 1
 AB4018_MARK LOGO: FLDT
 AB4018_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4018+STABILITY: SURFACE MOTION
 AB4018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4018+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AB4018
 AB4018  HISTORY     - Date     Condition        Report By
 AB4018  HISTORY     - 1992     MONUMENTED       FLDT
 AB4018
 AB4018                          STATION DESCRIPTION
 AB4018
 AB4018'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1992 (CDM)
 AB4018'THE STATION IS ABOUT 2.5 MI (4.0 KM) SOUTH OF YULEE IN SECTION 16,
 AB4018'TOWNSHIP 2 NORTH, RANGE 27 EAST. TO REACH THE STATION FROM THE
 AB4018'INTERSECTION OF U.S. HIGHWAY 17 (STATE ROAD 5) AND STATE ROAD A1A IN
 AB4018'YULEE, GO 2.4 MI (3.9 KM) SOUTH ON U.S. HIGHWAY 17 TO STATION ON THE
 AB4018'RIGHT IN THE WEST SHOULDER OF ROAD, IS 0.1 MI (0.2 KM) SOUTH OF HARTS
 AB4018'ROAD, IS SOUTHWEST OF A JIFFY FOOD STORE. LOCATED 5.0 FT (1.5 M)
 AB4018'NORTHEAST OF METAL WITNESS POST, 29.4 FT (9.0 M) WEST OF CENTERLINE OF
 AB4018'U.S. HIGHWAY 17, 56.8 FT (17.3 M) SOUTHEAST OF SOUTHEAST CORNER OF
 AB4018'CHAIN LINK FENCE, 94.0 FT (28.7 M) NORTH OF UTILITY POLE. STATION IS
 AB4018'RECESSED 0.3 FT (9.1 CM) . DESCRIBED BY RLB.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4006 ***********************************************************************
 AB4006  DESIGNATION -  74 94 GPS 1
 AB4006  PID         -  AB4006
 AB4006  STATE/COUNTY-  FL/NASSAU
 AB4006  COUNTRY     -  US
 AB4006  USGS QUAD   -  MACCLENNY NE (2017)
 AB4006
 AB4006                         *CURRENT SURVEY CONTROL
 AB4006  ______________________________________________________________________
 AB4006* NAD 83(2011) POSITION- 30 24 43.01052(N) 082 01 44.82170(W)   ADJUSTED
 AB4006* NAD 83(2011) ELLIP HT-    -3.927 (meters)        (06/27/12)   ADJUSTED
 AB4006* NAD 83(2011) EPOCH   -  2010.00
 AB4006* NAVD 88 ORTHO HEIGHT -    24.309 (meters)       79.75  (feet) ADJUSTED
 AB4006  ______________________________________________________________________
 AB4006  GEOID HEIGHT    -        -28.239 (meters)                     GEOID18
 AB4006  NAD 83(2011) X  -    763,415.995 (meters)                     COMP
 AB4006  NAD 83(2011) Y  - -5,452,089.550 (meters)                     COMP
 AB4006  NAD 83(2011) Z  -  3,209,837.936 (meters)                     COMP
 AB4006  LAPLACE CORR    -          0.41  (seconds)                    DEFLEC18
 AB4006  DYNAMIC HEIGHT  -         24.278 (meters)       79.65  (feet) COMP
 AB4006  MODELED GRAVITY -    979,353.7   (mgal)                       NAVD 88
 AB4006
 AB4006  VERT ORDER      -  SECOND    CLASS I
 AB4006
 AB4006  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4006  Standards:
 AB4006         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4006            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4006  -------------------------------------------------------------------
 AB4006  NETWORK    0.47   0.96           0.20   0.18   0.49     -0.08986792
 AB4006  -------------------------------------------------------------------
 AB4006  Click here for local accuracies and other accuracy information.
 AB4006
 AB4006.The horizontal coordinates were established by GPS observations
 AB4006.and adjusted by the National Geodetic Survey in June 2012.
 AB4006
 AB4006.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4006.been affixed to the stable North American tectonic plate. See 
 AB4006.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4006
 AB4006.The horizontal coordinates are valid at the epoch date displayed above
 AB4006.which is a decimal equivalence of Year/Month/Day.
 AB4006
 AB4006.The orthometric height was determined by differential leveling and
 AB4006.adjusted by the NATIONAL GEODETIC SURVEY
 AB4006.in June 2005.
 AB4006
 AB4006.No vertical observational check was made to the station.
 AB4006
 AB4006.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4006.GEOID18 height accuracy estimate available here.
 AB4006
 AB4006.Click photographs - Photos may exist for this station.
 AB4006
 AB4006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4006
 AB4006.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4006
 AB4006.The ellipsoidal height was determined by GPS observations
 AB4006.and is referenced to NAD 83.
 AB4006
 AB4006.The dynamic height is computed by dividing the NAVD 88
 AB4006.geopotential number by the normal gravity value computed on the
 AB4006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4006.degrees latitude (g = 980.6199 gals.).
 AB4006
 AB4006.The modeled gravity was interpolated from observed gravity values.
 AB4006
 AB4006. The following values were computed from the NAD 83(2011) position.
 AB4006
 AB4006;                    North         East     Units Scale Factor Converg.
 AB4006;SPC FL E     -   673,981.272   101,120.192   MT  1.00006175   -0 31 15.6
 AB4006;SPC FL E     - 2,211,220.22    331,758.50   sFT  1.00006175   -0 31 15.6
 AB4006;UTM  17      - 3,364,883.293   401,153.930   MT  0.99972053   -0 31 15.6
 AB4006
 AB4006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4006!SPC FL E     -   1.00000062  x   1.00006175  =   1.00006237
 AB4006!UTM  17      -   1.00000062  x   0.99972053  =   0.99972115
 AB4006
 AB4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP0115364883(NAD 83)
 AB4006
 AB4006                          SUPERSEDED SURVEY CONTROL
 AB4006
 AB4006  NAD 83(2007)-  30 24 43.01054(N)    082 01 44.82246(W) AD(2002.00) 0
 AB4006  ELLIP H (02/10/07)   -3.913  (m)                       GP(2002.00)    
 AB4006  NAD 83(1999)-  30 24 43.01102(N)    082 01 44.82139(W) AD(       ) 1
 AB4006  ELLIP H (06/19/01)   -3.944  (m)                       GP(       ) 4 1
 AB4006  NAD 83(1990)-  30 24 43.01017(N)    082 01 44.82185(W) AD(       ) 1
 AB4006  ELLIP H (06/10/96)   -4.074  (m)                       GP(       ) 2 2
 AB4006  NAVD 88 (06/10/96)   24.3    (m)  GEOID93  model used  GPS OBS        
 AB4006
 AB4006.Superseded values are not recommended for survey control.
 AB4006
 AB4006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4006.See file dsdata.pdf to determine how the superseded data were derived.
 AB4006
 AB4006_MARKER: DD = SURVEY DISK
 AB4006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4006_STAMPING: 74 94 GPS 1
 AB4006_MARK LOGO: FLDT
 AB4006_PROJECTION: FLUSH
 AB4006_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB4006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4006+STABILITY: SURFACE MOTION
 AB4006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4006+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2006
 AB4006
 AB4006  HISTORY     - Date     Condition        Report By
 AB4006  HISTORY     - 1994     MONUMENTED       FLDT
 AB4006  HISTORY     - 20020510 GOOD             BAH
 AB4006  HISTORY     - 20040107 GOOD             FLDEP
 AB4006  HISTORY     - 20060111 GOOD             FLDEP
 AB4006
 AB4006                          STATION DESCRIPTION
 AB4006
 AB4006'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4006'THE STATION IS ABOUT 14.0 MI (22.5 KM) SOUTHWEST OF CALLAHAN IN
 AB4006'SECTION 17, TOWNSHIP 1 SOUTH, RANGE 23 EAST. TO REACH THE STATION FROM
 AB4006'THE INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 200) AND STATE ROAD
 AB4006'A1A IN CALLAHAN, GO 13.7 MI (22.0 KM) SOUTHWEST ON U.S. HIGHWAY 301 TO
 AB4006'THE INTERSECTION OF U.S. HIGHWAY 301 AND COUNTY ROAD 119, GO 6.0 MI
 AB4006'(9.7 KM) WEST ON COUNTY ROAD 119 TO T-INTERSECTION OF COUNTY ROAD 119
 AB4006'WEST AND COUNTY ROAD 121 NORTH. STATION IS IN THE NORTHWEST QUADRANT.
 AB4006'LOCATED 39.0 FT (11.9 M) NORTH OF PROJECTED CENTERLINE OF COUNTY ROAD
 AB4006'119, 43.0 FT (13.1 M) EAST OF NORTHEAST CORNER OF ASPHALT HELICOPTER
 AB4006'PAD, 50.0 FT (15.2 M) WEST OF CENTERLINE OF COUNTY ROAD 121, 92.3 FT
 AB4006'(28.1 M) NORTHEAST OF THE NORTHEAST CORNER OF FIRE DEPARTMENT
 AB4006'SUB-STATION. STATION IS FLUSH WITH THE GROUND. DESCRIBED BY RLB.
 AB4006
 AB4006                          STATION RECOVERY (2002)
 AB4006
 AB4006'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KW)
 AB4006'RECOVERED AS DESCRIBED (ARG)
 AB4006'
 AB4006
 AB4006                          STATION RECOVERY (2004)
 AB4006
 AB4006'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 AB4006'THE MARK IS ABOUT 28.5 MI SOUTH-SOUTHWEST OF BOULOGNE, 23.7 MI
 AB4006'SOUTH-SOUTHWEST OF  HILLIARD, 5.5 MI NORTHWEST OF BRYCEVILLE, IN
 AB4006'SECTION 17, TOWNSHIP 1 SOUTH, RANGE 23 EAST.
 AB4006'
 AB4006'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 90 (BEAVER STREET)
 AB4006'AND COUNTY ROAD  121 (BRANDY BRANCH ROAD) ABOUT 2.1 MI WEST OF
 AB4006'BALDWIN, GO NORTH ON COUNTY ROAD 121 FOR  7.95 MI TO THE JUNCTION OF
 AB4006'COUNTY ROAD 119 ON THE RIGHT AND THE MARK ON THE LEFT, SET IN  THE TOP
 AB4006'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH
 AB4006'COUNTY  ROAD 121.
 AB4006'
 AB4006'LOCATED 94.4 FT NORTHEAST OF THE NORTHEAST CORNER OF BRYCEVILLE FIRE
 AB4006'DEPARTMENT SUB  STATION, 58.9 FT NORTH OF THE APPROXIMATE CENTERLINE
 AB4006'OF A DRIVEWAY TO THE FIRE  DEPARTMENT, 49.9 FT NORTHWEST OF THE
 AB4006'CENTERLINE OF COUNTY ROAD 121 AND 2.0 FT  SOUTHEAST OF A CARSONITE
 AB4006'WITNESS POST.
 AB4006'
 AB4006'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AB4006'MONUMENT.
 AB4006
 AB4006                          STATION RECOVERY (2006)
 AB4006
 AB4006'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (RWH)
 AB4006'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4015 ***********************************************************************
 AB4015  DESIGNATION -  74 94 GPS 10
 AB4015  PID         -  AB4015
 AB4015  STATE/COUNTY-  FL/NASSAU
 AB4015  COUNTRY     -  US
 AB4015  USGS QUAD   -  ITALIA (2018)
 AB4015
 AB4015                         *CURRENT SURVEY CONTROL
 AB4015  ______________________________________________________________________
 AB4015* NAD 83(2011) POSITION- 30 36 33.95469(N) 081 44 25.14128(W)   ADJUSTED
 AB4015* NAD 83(2011) ELLIP HT-   -25.106 (meters)        (06/27/12)   ADJUSTED
 AB4015* NAD 83(2011) EPOCH   -  2010.00
 AB4015* NAVD 88 ORTHO HEIGHT -     3.235 (meters)       10.61  (feet) ADJUSTED
 AB4015  ______________________________________________________________________
 AB4015  GEOID HEIGHT    -        -28.343 (meters)                     GEOID18
 AB4015  NAD 83(2011) X  -    789,288.078 (meters)                     COMP
 AB4015  NAD 83(2011) Y  - -5,437,154.336 (meters)                     COMP
 AB4015  NAD 83(2011) Z  -  3,228,689.003 (meters)                     COMP
 AB4015  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 AB4015  DYNAMIC HEIGHT  -          3.231 (meters)       10.60  (feet) COMP
 AB4015  MODELED GRAVITY -    979,380.1   (mgal)                       NAVD 88
 AB4015
 AB4015  VERT ORDER      -  FIRST     CLASS II
 AB4015
 AB4015  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4015  Standards:
 AB4015         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4015            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4015  -------------------------------------------------------------------
 AB4015  NETWORK    0.52   0.88           0.23   0.19   0.45      0.01664466
 AB4015  -------------------------------------------------------------------
 AB4015  Click here for local accuracies and other accuracy information.
 AB4015
 AB4015.The horizontal coordinates were established by GPS observations
 AB4015.and adjusted by the National Geodetic Survey in June 2012.
 AB4015
 AB4015.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4015.been affixed to the stable North American tectonic plate. See 
 AB4015.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4015
 AB4015.The horizontal coordinates are valid at the epoch date displayed above
 AB4015.which is a decimal equivalence of Year/Month/Day.
 AB4015
 AB4015.The orthometric height was determined by differential leveling and
 AB4015.adjusted by the NATIONAL GEODETIC SURVEY
 AB4015.in August 2011.
 AB4015
 AB4015.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4015.GEOID18 height accuracy estimate available here.
 AB4015
 AB4015.Click photographs - Photos may exist for this station.
 AB4015
 AB4015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4015
 AB4015.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4015
 AB4015.The ellipsoidal height was determined by GPS observations
 AB4015.and is referenced to NAD 83.
 AB4015
 AB4015.The dynamic height is computed by dividing the NAVD 88
 AB4015.geopotential number by the normal gravity value computed on the
 AB4015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4015.degrees latitude (g = 980.6199 gals.).
 AB4015
 AB4015.The modeled gravity was interpolated from observed gravity values.
 AB4015
 AB4015. The following values were computed from the NAD 83(2011) position.
 AB4015
 AB4015;                    North         East     Units Scale Factor Converg.
 AB4015;SPC FL E     -   695,657.299   129,013.266   MT  1.00000332   -0 22 37.1
 AB4015;SPC FL E     - 2,282,335.66    423,271.02   sFT  1.00000332   -0 22 37.1
 AB4015;UTM  17      - 3,386,551.925   429,037.486   MT  0.99966212   -0 22 37.1
 AB4015
 AB4015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4015!SPC FL E     -   1.00000394  x   1.00000332  =   1.00000726
 AB4015!UTM  17      -   1.00000394  x   0.99966212  =   0.99966606
 AB4015
 AB4015:                Primary Azimuth Mark                     Grid Az
 AB4015:SPC FL E     -  74 94 GPS 9                              237 15 36.0
 AB4015:UTM  17      -  74 94 GPS 9                              237 15 36.0
 AB4015
 AB4015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP2903786551(NAD 83)
 AB4015
 AB4015|---------------------------------------------------------------------|
 AB4015| PID    Reference Object                     Distance      Geod. Az  |
 AB4015|                                                           dddmmss.s |
 AB4015| AB4014 74 94 GPS 9                         APPROX. 1.1 KM 2365258.9 |
 AB4015|---------------------------------------------------------------------|
 AB4015
 AB4015                          SUPERSEDED SURVEY CONTROL
 AB4015
 AB4015  NAD 83(2007)-  30 36 33.95475(N)    081 44 25.14206(W) AD(2002.00) 0
 AB4015  ELLIP H (02/10/07)  -25.091  (m)                       GP(2002.00)    
 AB4015  NAD 83(1999)-  30 36 33.95545(N)    081 44 25.14117(W) AD(       ) 1
 AB4015  ELLIP H (06/19/01)  -25.132  (m)                       GP(       ) 4 1
 AB4015  NAD 83(1990)-  30 36 33.95426(N)    081 44 25.14212(W) AD(       ) 1
 AB4015  ELLIP H (06/10/96)  -25.298  (m)                       GP(       ) 2 2
 AB4015  NAVD 88 (06/10/96)    3.2    (m)  GEOID93  model used  GPS OBS        
 AB4015
 AB4015.Superseded values are not recommended for survey control.
 AB4015
 AB4015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4015.See file dsdata.pdf to determine how the superseded data were derived.
 AB4015
 AB4015_MARKER: DD = SURVEY DISK
 AB4015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4015_STAMPING: 74 94 GPS 10
 AB4015_MARK LOGO: FLDT
 AB4015_PROJECTION: RECESSED 8 CENTIMETERS
 AB4015_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB4015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4015+STABILITY: SURFACE MOTION
 AB4015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4015+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2009
 AB4015
 AB4015  HISTORY     - Date     Condition        Report By
 AB4015  HISTORY     - 1994     MONUMENTED       FLDT
 AB4015  HISTORY     - 20090110 GOOD             FLDEP
 AB4015
 AB4015                          STATION DESCRIPTION
 AB4015
 AB4015'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4015'THE STATION IS ABOUT 5.5 MI (8.9 KM) NORTHEAST OF CALLAHAN IN SECTION
 AB4015'7, TOWNSHIP 2 NORTH, RANGE 26 EAST. TO REACH THE STATION FROM THE
 AB4015'INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 200) AND U.S. HIGHWAY 1
 AB4015'AND U.S. HIGHWAY 23 (STATE ROAD 15) IN CALLAHAN, GO 6.4 MI (10.3 KM)
 AB4015'NORTHEAST ON STATE ROAD A1A TO STATION ON THE LEFT IN THE NORTHWEST
 AB4015'SHOULDER OF ROAD, IS 0.1 MI (0.2 KM) EAST OF THE EAST END OF BRIDGE
 AB4015'OVER BOGGY CREEK. LOCATED 40.8 FT (12.4 M) SOUTHEAST OF METAL WITNESS
 AB4015'POST, 21.8 FT (6.6 M) NORTHWEST OF CENTERLINE OF STATE ROAD A1A, 107.0
 AB4015'FT (32.6 M) EAST OF UTILITY POLE. STATION IS RECESSED 0.4 FT (12.2 CM)
 AB4015'. DESCRIBED BY RLB.
 AB4015
 AB4015                          STATION RECOVERY (2009)
 AB4015
 AB4015'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 AB4015'RECOVERED IN GOOD CONDITION WITH THESE ADDITIONS, 39.0 FT (11.9 M)
 AB4015'SOUTHEAST OF A CARSONITE WITNESS POST, A MAGNET WAS EMBEDDED IN THE
 AB4015'GROUND ON THE SOUTH SIDE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4016 ***********************************************************************
 AB4016  DESIGNATION -  74 94 GPS 11
 AB4016  PID         -  AB4016
 AB4016  STATE/COUNTY-  FL/NASSAU
 AB4016  COUNTRY     -  US
 AB4016  USGS QUAD   -  ITALIA (2018)
 AB4016
 AB4016                         *CURRENT SURVEY CONTROL
 AB4016  ______________________________________________________________________
 AB4016* NAD 83(2011) POSITION- 30 37 10.62871(N) 081 39 00.07519(W)   ADJUSTED
 AB4016* NAD 83(2011) ELLIP HT-   -15.388 (meters)        (06/27/12)   ADJUSTED
 AB4016* NAD 83(2011) EPOCH   -  2010.00
 AB4016* NAVD 88 ORTHO HEIGHT -    13.0   (meters)       43.    (feet) GPS OBS
 AB4016  ______________________________________________________________________
 AB4016  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4016  GEOID HEIGHT    -        -29.003 (meters)                     GEOID93
 AB4016  GEOID HEIGHT    -        -28.377 (meters)                     GEOID18
 AB4016  NAD 83(2011) X  -    797,773.551 (meters)                     COMP
 AB4016  NAD 83(2011) Y  - -5,435,342.917 (meters)                     COMP
 AB4016  NAD 83(2011) Z  -  3,229,665.913 (meters)                     COMP
 AB4016  LAPLACE CORR    -         -0.47  (seconds)                    DEFLEC18
 AB4016
 AB4016  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4016  Standards:
 AB4016         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4016            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4016  -------------------------------------------------------------------
 AB4016  NETWORK    0.55   0.88           0.24   0.21   0.45      0.07703621
 AB4016  -------------------------------------------------------------------
 AB4016  Click here for local accuracies and other accuracy information.
 AB4016
 AB4016.The horizontal coordinates were established by GPS observations
 AB4016.and adjusted by the National Geodetic Survey in June 2012.
 AB4016
 AB4016.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4016.been affixed to the stable North American tectonic plate. See 
 AB4016.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4016
 AB4016.The horizontal coordinates are valid at the epoch date displayed above
 AB4016.which is a decimal equivalence of Year/Month/Day.
 AB4016
 AB4016.The orthometric height was determined by GPS observations and a
 AB4016.high-resolution geoid model.
 AB4016
 AB4016.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4016.GEOID18 height accuracy estimate available here.
 AB4016
 AB4016.Click photographs - Photos may exist for this station.
 AB4016
 AB4016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4016
 AB4016.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4016
 AB4016.The ellipsoidal height was determined by GPS observations
 AB4016.and is referenced to NAD 83.
 AB4016
 AB4016. The following values were computed from the NAD 83(2011) position.
 AB4016
 AB4016;                    North         East     Units Scale Factor Converg.
 AB4016;SPC FL E     -   696,733.160   137,678.204   MT  0.99998907   -0 19 51.9
 AB4016;SPC FL E     - 2,285,865.38    451,699.24   sFT  0.99998907   -0 19 51.9
 AB4016;UTM  17      - 3,387,627.419   437,699.468   MT  0.99964788   -0 19 51.9
 AB4016
 AB4016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4016!SPC FL E     -   1.00000242  x   0.99998907  =   0.99999149
 AB4016!UTM  17      -   1.00000242  x   0.99964788  =   0.99965030
 AB4016
 AB4016:                Primary Azimuth Mark                     Grid Az
 AB4016:SPC FL E     -  74 94 GPS 13                             163 31 15.4
 AB4016:UTM  17      -  74 94 GPS 13                             163 31 15.4
 AB4016
 AB4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3769987627(NAD 83)
 AB4016
 AB4016|---------------------------------------------------------------------|
 AB4016| PID    Reference Object                     Distance      Geod. Az  |
 AB4016|                                                           dddmmss.s |
 AB4016| AB4001 74 94 GPS 13                        APPROX. 1.8 KM 1631123.5 |
 AB4016|---------------------------------------------------------------------|
 AB4016
 AB4016                          SUPERSEDED SURVEY CONTROL
 AB4016
 AB4016  NAD 83(2007)-  30 37 10.62877(N)    081 39 00.07598(W) AD(2002.00) 0
 AB4016  ELLIP H (02/10/07)  -15.373  (m)                       GP(2002.00)    
 AB4016  NAD 83(1999)-  30 37 10.62927(N)    081 39 00.07537(W) AD(       ) 1
 AB4016  ELLIP H (06/19/01)  -15.400  (m)                       GP(       ) 4 1
 AB4016  NAD 83(1990)-  30 37 10.62825(N)    081 39 00.07609(W) AD(       ) 1
 AB4016  ELLIP H (06/10/96)  -15.587  (m)                       GP(       ) 2 2
 AB4016
 AB4016.Superseded values are not recommended for survey control.
 AB4016
 AB4016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4016.See file dsdata.pdf to determine how the superseded data were derived.
 AB4016
 AB4016_MARKER: DD = SURVEY DISK
 AB4016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4016_STAMPING: 74 94 GPS 11
 AB4016_MARK LOGO: FLDT
 AB4016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4016+STABILITY: SURFACE MOTION
 AB4016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4016+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4016
 AB4016  HISTORY     - Date     Condition        Report By
 AB4016  HISTORY     - 1994     MONUMENTED       FLDT
 AB4016
 AB4016                          STATION DESCRIPTION
 AB4016
 AB4016'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4016'THE STATION IS ABOUT 12.0 MI (19.3 KM) NORTHEAST OF CALLAHAN IN
 AB4016'SECTION 39, TOWNSHIP 2 NORTH, RANGE 27 EAST. TO REACH THE STATION FROM
 AB4016'THE INTERSECTION OF U.S. HIGHWAY 17 (STATE ROAD 5) AND STATE ROAD A1A
 AB4016'(STATE ROAD 200) IN YULEE, GO 3.1 MI (5.0 KM) WEST ON STATE ROAD A1A
 AB4016'TO INTERSTATE HIGHWAY 95 OVERPASS BRIDGE, IS IN GRASS MEDIAN AT THE
 AB4016'NORTH END OF INTERSTATE HIGHWAY 95 OVERPASS BRIDGE (N0.740034) AND
 AB4016'STATE ROAD A1A (STATE ROAD 200). LOCATED 8.0 FT (2.4 M) EAST OF METAL
 AB4016'WITNESS POST, 7.6 FT (2.3 M) NORTH OF METAL GUARDRAIL, 10.5 FT (3.2 M)
 AB4016'NORTHWEST OF NORTHWEST END OF CONCRETE BRIDGE PARAPET OF NORTHBOUND
 AB4016'LANE, 11.8 FT (3.6 M) NORTHEAST OF NORTHEAST END OF CONCRETE BRIDGE
 AB4016'PARAPET OF SOUTHBOUND LANE. STATION IS FLUSH WITH THE GROUND.
 AB4016'DESCRIBED BY RLB.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4017 ***********************************************************************
 AB4017  DESIGNATION -  74 94 GPS 12
 AB4017  PID         -  AB4017
 AB4017  STATE/COUNTY-  FL/NASSAU
 AB4017  COUNTRY     -  US
 AB4017  USGS QUAD   -  HILLIARD NE (2018)
 AB4017
 AB4017                         *CURRENT SURVEY CONTROL
 AB4017  ______________________________________________________________________
 AB4017* NAD 83(2011) POSITION- 30 41 42.99859(N) 081 48 42.46697(W)   ADJUSTED
 AB4017* NAD 83(2011) ELLIP HT-   -21.558 (meters)        (06/27/12)   ADJUSTED
 AB4017* NAD 83(2011) EPOCH   -  2010.00
 AB4017* NAVD 88 ORTHO HEIGHT -     6.8   (meters)       22.    (feet) GPS OBS
 AB4017  ______________________________________________________________________
 AB4017  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4017  GEOID HEIGHT    -        -28.985 (meters)                     GEOID93
 AB4017  GEOID HEIGHT    -        -28.355 (meters)                     GEOID18
 AB4017  NAD 83(2011) X  -    781,813.719 (meters)                     COMP
 AB4017  NAD 83(2011) Y  - -5,433,335.185 (meters)                     COMP
 AB4017  NAD 83(2011) Z  -  3,236,878.150 (meters)                     COMP
 AB4017  LAPLACE CORR    -         -0.70  (seconds)                    DEFLEC18
 AB4017
 AB4017  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4017  Standards:
 AB4017         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4017            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4017  -------------------------------------------------------------------
 AB4017  NETWORK    0.65   1.00           0.28   0.25   0.51      0.07806452
 AB4017  -------------------------------------------------------------------
 AB4017  Click here for local accuracies and other accuracy information.
 AB4017
 AB4017.The horizontal coordinates were established by GPS observations
 AB4017.and adjusted by the National Geodetic Survey in June 2012.
 AB4017
 AB4017.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4017.been affixed to the stable North American tectonic plate. See 
 AB4017.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4017
 AB4017.The horizontal coordinates are valid at the epoch date displayed above
 AB4017.which is a decimal equivalence of Year/Month/Day.
 AB4017
 AB4017.The orthometric height was determined by GPS observations and a
 AB4017.high-resolution geoid model.
 AB4017
 AB4017.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4017.GEOID18 height accuracy estimate available here.
 AB4017
 AB4017.Click photographs - Photos may exist for this station.
 AB4017
 AB4017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4017
 AB4017.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4017
 AB4017.The ellipsoidal height was determined by GPS observations
 AB4017.and is referenced to NAD 83.
 AB4017
 AB4017. The following values were computed from the NAD 83(2011) position.
 AB4017
 AB4017;                    North         East     Units Scale Factor Converg.
 AB4017;SPC FL E     -   705,221.613   122,227.867   MT  1.00001576   -0 24 51.9
 AB4017;SPC FL E     - 2,313,714.58    401,009.26   sFT  1.00001576   -0 24 51.9
 AB4017;UTM  17      - 3,396,112.975   422,254.403   MT  0.99967456   -0 24 51.9
 AB4017
 AB4017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4017!SPC FL E     -   1.00000339  x   1.00001576  =   1.00001915
 AB4017!UTM  17      -   1.00000339  x   0.99967456  =   0.99967794
 AB4017
 AB4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP2225496112(NAD 83)
 AB4017
 AB4017                          SUPERSEDED SURVEY CONTROL
 AB4017
 AB4017  NAD 83(2007)-  30 41 42.99865(N)    081 48 42.46776(W) AD(2002.00) 0
 AB4017  ELLIP H (02/10/07)  -21.543  (m)                       GP(2002.00)    
 AB4017  NAD 83(1999)-  30 41 42.99952(N)    081 48 42.46673(W) AD(       ) 1
 AB4017  ELLIP H (06/19/01)  -21.590  (m)                       GP(       ) 4 1
 AB4017  NAD 83(1990)-  30 41 42.99822(N)    081 48 42.46785(W) AD(       ) 1
 AB4017  ELLIP H (06/10/96)  -21.749  (m)                       GP(       ) 2 2
 AB4017
 AB4017.Superseded values are not recommended for survey control.
 AB4017
 AB4017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4017.See file dsdata.pdf to determine how the superseded data were derived.
 AB4017
 AB4017_MARKER: DD = SURVEY DISK
 AB4017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4017_STAMPING: 74 94 GPS 12
 AB4017_MARK LOGO: FLDT
 AB4017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4017+STABILITY: SURFACE MOTION
 AB4017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4017+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4017
 AB4017  HISTORY     - Date     Condition        Report By
 AB4017  HISTORY     - 1994     MONUMENTED       FLDT
 AB4017
 AB4017                          STATION DESCRIPTION
 AB4017
 AB4017'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4017'THE STATION IS ABOUT 7.0 MI (11.3 KM) EAST OF HILLIARD IN SECTION 9,
 AB4017'TOWNSHIP 3 NORTH, RANGE 25 EAST. TO REACH THE STATION FROM THE
 AB4017'INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 15), U.S. HIGHWAY 1, U.S.
 AB4017'HIGHWAY 23 AND COUNTY ROAD 108 IN HILLIARD, GO 6.6 MI (10.6 KM) EAST
 AB4017'ON COUNTY ROAD 108 TO STATION ON THE LEFT, IS IN THE NORTH SHOULDER OF
 AB4017'ROAD, IS 0.35 MI (0.56 KM) WEST OF COUNTY ROAD 121A AND COUNTY ROAD
 AB4017'108. LOCATED 28.0 FT (8.5 M) SOUTH OF METAL WITNESS POST, 19.0 FT (5.8
 AB4017'M) NORTH OF CENTERLINE OF COUNTY ROAD 108, 113.0 FT (34.4 M) EAST OF
 AB4017'UTILITY POLE, 138.0 FT (42.1 M) EAST OF CENTERLINE OF DIRT ROAD WITH
 AB4017'CHAIN AND LOCK ON GATE. STATION IS RECESSED 0.3 FT (9.1 CM) .
 AB4017'DESCRIBED BY RLB.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4001 ***********************************************************************
 AB4001  DESIGNATION -  74 94 GPS 13
 AB4001  PID         -  AB4001
 AB4001  STATE/COUNTY-  FL/NASSAU
 AB4001  COUNTRY     -  US
 AB4001  USGS QUAD   -  ITALIA (2018)
 AB4001
 AB4001                         *CURRENT SURVEY CONTROL
 AB4001  ______________________________________________________________________
 AB4001* NAD 83(2011) POSITION- 30 36 14.80153(N) 081 38 40.57712(W)   ADJUSTED
 AB4001* NAD 83(2011) ELLIP HT-   -23.686 (meters)        (06/27/12)   ADJUSTED
 AB4001* NAD 83(2011) EPOCH   -  2010.00
 AB4001* NAVD 88 ORTHO HEIGHT -     4.7   (meters)       15.    (feet) GPS OBS
 AB4001  ______________________________________________________________________
 AB4001  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4001  GEOID HEIGHT    -        -28.998 (meters)                     GEOID93
 AB4001  GEOID HEIGHT    -        -28.372 (meters)                     GEOID18
 AB4001  NAD 83(2011) X  -    798,413.523 (meters)                     COMP
 AB4001  NAD 83(2011) Y  - -5,436,126.575 (meters)                     COMP
 AB4001  NAD 83(2011) Z  -  3,228,182.076 (meters)                     COMP
 AB4001  LAPLACE CORR    -         -0.53  (seconds)                    DEFLEC18
 AB4001
 AB4001  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4001  Standards:
 AB4001         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4001            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4001  -------------------------------------------------------------------
 AB4001  NETWORK    0.55   0.88           0.24   0.21   0.45      0.07783432
 AB4001  -------------------------------------------------------------------
 AB4001  Click here for local accuracies and other accuracy information.
 AB4001
 AB4001.The horizontal coordinates were established by GPS observations
 AB4001.and adjusted by the National Geodetic Survey in June 2012.
 AB4001
 AB4001.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4001.been affixed to the stable North American tectonic plate. See 
 AB4001.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4001
 AB4001.The horizontal coordinates are valid at the epoch date displayed above
 AB4001.which is a decimal equivalence of Year/Month/Day.
 AB4001
 AB4001.The orthometric height was determined by GPS observations and a
 AB4001.high-resolution geoid model.
 AB4001
 AB4001.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4001.GEOID18 height accuracy estimate available here.
 AB4001
 AB4001.Click photographs - Photos may exist for this station.
 AB4001
 AB4001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4001
 AB4001.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4001
 AB4001.The ellipsoidal height was determined by GPS observations
 AB4001.and is referenced to NAD 83.
 AB4001
 AB4001. The following values were computed from the NAD 83(2011) position.
 AB4001
 AB4001;                    North         East     Units Scale Factor Converg.
 AB4001;SPC FL E     -   695,011.009   138,187.645   MT  0.99998829   -0 19 41.5
 AB4001;SPC FL E     - 2,280,215.29    453,370.63   sFT  0.99998829   -0 19 41.5
 AB4001;UTM  17      - 3,385,905.856   438,208.735   MT  0.99964710   -0 19 41.5
 AB4001
 AB4001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4001!SPC FL E     -   1.00000372  x   0.99998829  =   0.99999201
 AB4001!UTM  17      -   1.00000372  x   0.99964710  =   0.99965082
 AB4001
 AB4001:                Primary Azimuth Mark                     Grid Az
 AB4001:SPC FL E     -  74 94 GPS 11                             343 31 15.0
 AB4001:UTM  17      -  74 94 GPS 11                             343 31 15.0
 AB4001
 AB4001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3820885905(NAD 83)
 AB4001
 AB4001|---------------------------------------------------------------------|
 AB4001| PID    Reference Object                     Distance      Geod. Az  |
 AB4001|                                                           dddmmss.s |
 AB4001| AB4016 74 94 GPS 11                        APPROX. 1.8 KM 3431133.5 |
 AB4001|---------------------------------------------------------------------|
 AB4001
 AB4001                          SUPERSEDED SURVEY CONTROL
 AB4001
 AB4001  NAD 83(2007)-  30 36 14.80159(N)    081 38 40.57790(W) AD(2002.00) 0
 AB4001  ELLIP H (02/10/07)  -23.670  (m)                       GP(2002.00)    
 AB4001  NAD 83(1999)-  30 36 14.80209(N)    081 38 40.57728(W) AD(       ) 1
 AB4001  ELLIP H (06/19/01)  -23.697  (m)                       GP(       ) 4 1
 AB4001  NAD 83(1990)-  30 36 14.80107(N)    081 38 40.57800(W) AD(       ) 1
 AB4001  ELLIP H (06/10/96)  -23.884  (m)                       GP(       ) 2 2
 AB4001
 AB4001.Superseded values are not recommended for survey control.
 AB4001
 AB4001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4001.See file dsdata.pdf to determine how the superseded data were derived.
 AB4001
 AB4001_MARKER: DD = SURVEY DISK
 AB4001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4001_STAMPING: 74 94 GPS 13
 AB4001_MARK LOGO: FLDT
 AB4001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4001+STABILITY: SURFACE MOTION
 AB4001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4001+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4001
 AB4001  HISTORY     - Date     Condition        Report By
 AB4001  HISTORY     - 1994     MONUMENTED       FLDT
 AB4001
 AB4001                          STATION DESCRIPTION
 AB4001
 AB4001'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4001'THE STATION IS ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF YULEE IN SECTION 7,
 AB4001'TOWNSHIP 2 NORTH, RANGE 27 EAST. TO REACH THE STATION FROM
 AB4001'INTERSECTION OF INTERSTATE HIGHWAY 95 AND STATE ROAD A1A, PROCEED 1.1
 AB4001'MI (1.8 KM) SOUTH ALONG INTERSTATE 95 TO STATION ON THE EAST SHOULDER
 AB4001'OF INTERSTATE 95, NORTHBOUND LANE. LOCATED 75.0 FT (22.9 M) WEST OF
 AB4001'METAL WITNESS POST, 8.0 FT (2.4 M) EAST OF EAST EDGE OF NORTHBOUND
 AB4001'EMERGENCY LANE, 75.0 FT (22.9 M) WEST OF INTERSTATE 95 RIGHT OF WAY
 AB4001'FENCE, 191.0 FT (58.2 M) NORTH OF THE CENTER OF THE NORTH END OF
 AB4001'CONCRETE CROSSDRAIN HEADWALL. STATION IS RECESSED 0.2 FT (6.1 CM) .
 AB4001'DESCRIBED BY RLB.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4023 ***********************************************************************
 AB4023  DESIGNATION -  74 94 GPS 14
 AB4023  PID         -  AB4023
 AB4023  STATE/COUNTY-  FL/NASSAU
 AB4023  COUNTRY     -  US
 AB4023  USGS QUAD   -  HEDGES (2018)
 AB4023
 AB4023                         *CURRENT SURVEY CONTROL
 AB4023  ______________________________________________________________________
 AB4023* NAD 83(2011) POSITION- 30 36 13.37846(N) 081 35 53.28224(W)   ADJUSTED
 AB4023* NAD 83(2011) ELLIP HT-   -18.135 (meters)        (06/27/12)   ADJUSTED
 AB4023* NAD 83(2011) EPOCH   -  2010.00
 AB4023* NAVD 88 ORTHO HEIGHT -    10.2   (meters)       33.    (feet) GPS OBS
 AB4023  ______________________________________________________________________
 AB4023  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4023  GEOID HEIGHT    -        -29.019 (meters)                     GEOID93
 AB4023  GEOID HEIGHT    -        -28.394 (meters)                     GEOID18
 AB4023  NAD 83(2011) X  -    802,826.289 (meters)                     COMP
 AB4023  NAD 83(2011) Y  - -5,435,504.017 (meters)                     COMP
 AB4023  NAD 83(2011) Z  -  3,228,147.183 (meters)                     COMP
 AB4023  LAPLACE CORR    -         -0.65  (seconds)                    DEFLEC18
 AB4023
 AB4023  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4023  Standards:
 AB4023         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4023            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4023  -------------------------------------------------------------------
 AB4023  NETWORK    0.54   0.90           0.23   0.21   0.46      0.02136243
 AB4023  -------------------------------------------------------------------
 AB4023  Click here for local accuracies and other accuracy information.
 AB4023
 AB4023.The horizontal coordinates were established by GPS observations
 AB4023.and adjusted by the National Geodetic Survey in June 2012.
 AB4023
 AB4023.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4023.been affixed to the stable North American tectonic plate. See 
 AB4023.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4023
 AB4023.The horizontal coordinates are valid at the epoch date displayed above
 AB4023.which is a decimal equivalence of Year/Month/Day.
 AB4023
 AB4023.The orthometric height was determined by GPS observations and a
 AB4023.high-resolution geoid model.
 AB4023
 AB4023.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4023.GEOID18 height accuracy estimate available here.
 AB4023
 AB4023.Click photographs - Photos may exist for this station.
 AB4023
 AB4023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4023
 AB4023.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4023
 AB4023.The ellipsoidal height was determined by GPS observations
 AB4023.and is referenced to NAD 83.
 AB4023
 AB4023. The following values were computed from the NAD 83(2011) position.
 AB4023
 AB4023;                    North         East     Units Scale Factor Converg.
 AB4023;SPC FL E     -   694,942.582   142,643.666   MT  0.99998174   -0 18 16.3
 AB4023;SPC FL E     - 2,279,990.79    467,990.09   sFT  0.99998174   -0 18 16.3
 AB4023;UTM  17      - 3,385,837.452   442,663.236   MT  0.99964055   -0 18 16.3
 AB4023
 AB4023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4023!SPC FL E     -   1.00000285  x   0.99998174  =   0.99998459
 AB4023!UTM  17      -   1.00000285  x   0.99964055  =   0.99964340
 AB4023
 AB4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4266385837(NAD 83)
 AB4023
 AB4023                          SUPERSEDED SURVEY CONTROL
 AB4023
 AB4023  NAD 83(2007)-  30 36 13.37852(N)    081 35 53.28303(W) AD(2002.00) 0
 AB4023  ELLIP H (02/10/07)  -18.119  (m)                       GP(2002.00)    
 AB4023  NAD 83(1999)-  30 36 13.37897(N)    081 35 53.28254(W) AD(       ) 1
 AB4023  ELLIP H (06/19/01)  -18.146  (m)                       GP(       ) 4 1
 AB4023  NAD 83(1990)-  30 36 13.37800(N)    081 35 53.28309(W) AD(       ) 1
 AB4023  ELLIP H (06/10/96)  -18.335  (m)                       GP(       ) 2 2
 AB4023
 AB4023.Superseded values are not recommended for survey control.
 AB4023
 AB4023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4023.See file dsdata.pdf to determine how the superseded data were derived.
 AB4023
 AB4023_MARKER: DD = SURVEY DISK
 AB4023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4023_STAMPING: 74 94 GPS 14
 AB4023_MARK LOGO: FLDT
 AB4023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4023+STABILITY: SURFACE MOTION
 AB4023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4023+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2010
 AB4023
 AB4023  HISTORY     - Date     Condition        Report By
 AB4023  HISTORY     - 1994     MONUMENTED       FLDT
 AB4023  HISTORY     - 20100615 GOOD             GEOCAC
 AB4023
 AB4023                          STATION DESCRIPTION
 AB4023
 AB4023'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4023'THE STATION IS ABOUT 2.0 MI (3.2 KM) SOUTH OF YULEE IN SECTION 10,
 AB4023'TOWNSHIP 2 NORTH, RANGE 27 EAST. TO REACH THE STATION FROM THE
 AB4023'INTERSECTION OF U.S. HIGHWAY 17 (STATE ROAD 5) AND STATE ROAD A1A AT
 AB4023'YULEE, GO 2.0 MI (3.2 KM) SOUTH ON U.S. HIGHWAY 17 (STATE ROAD 5) TO
 AB4023'STATION ON THE LEFT. STATION IS WEST OF MINI WAREHOUSES, IS IN THE
 AB4023'EAST SHOULDER OF U.S. HIGHWAY 17. LOCATED 3.0 FT (0.9 M) WEST OF METAL
 AB4023'WITNESS POST, 26.0 FT (7.9 M) EAST OF CENTERLINE OF U.S. HIGHWAY 17,
 AB4023'65.0 FT (19.8 M) SOUTH OF UTILITY POLE, 70.5 FT (21.5 M) NORTH OF
 AB4023'UTILITY POLE, 117.5 FT (35.8 M) SOUTH OF CENTERLINE OF RADIO ROAD
 AB4023'(PAVED). STATION IS RECESSED 0.2 FT (6.1 CM) . DESCRIBED BY RLB
 AB4023
 AB4023                          STATION RECOVERY (2010)
 AB4023
 AB4023'RECOVERY NOTE BY GEOCACHING 2010 (PR)
 AB4023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4019 ***********************************************************************
 AB4019  DESIGNATION -  74 94 GPS 15
 AB4019  PID         -  AB4019
 AB4019  STATE/COUNTY-  FL/NASSAU
 AB4019  COUNTRY     -  US
 AB4019  USGS QUAD   -  GROSS (2018)
 AB4019
 AB4019                         *CURRENT SURVEY CONTROL
 AB4019  ______________________________________________________________________
 AB4019* NAD 83(2011) POSITION- 30 40 48.99596(N) 081 38 55.07778(W)   ADJUSTED
 AB4019* NAD 83(2011) ELLIP HT-   -21.922 (meters)        (06/27/12)   ADJUSTED
 AB4019* NAD 83(2011) EPOCH   -  2010.00
 AB4019* NAVD 88 ORTHO HEIGHT -     6.5   (meters)       21.    (feet) GPS OBS
 AB4019  ______________________________________________________________________
 AB4019  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4019  GEOID HEIGHT    -        -29.033 (meters)                     GEOID93
 AB4019  GEOID HEIGHT    -        -28.412 (meters)                     GEOID18
 AB4019  NAD 83(2011) X  -    797,406.501 (meters)                     COMP
 AB4019  NAD 83(2011) Y  - -5,431,926.189 (meters)                     COMP
 AB4019  NAD 83(2011) Z  -  3,235,447.817 (meters)                     COMP
 AB4019  LAPLACE CORR    -         -0.37  (seconds)                    DEFLEC18
 AB4019
 AB4019  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4019  Standards:
 AB4019         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4019            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4019  -------------------------------------------------------------------
 AB4019  NETWORK    0.50   0.90           0.22   0.19   0.46      0.00442463
 AB4019  -------------------------------------------------------------------
 AB4019  Click here for local accuracies and other accuracy information.
 AB4019
 AB4019.The horizontal coordinates were established by GPS observations
 AB4019.and adjusted by the National Geodetic Survey in June 2012.
 AB4019
 AB4019.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4019.been affixed to the stable North American tectonic plate. See 
 AB4019.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4019
 AB4019.The horizontal coordinates are valid at the epoch date displayed above
 AB4019.which is a decimal equivalence of Year/Month/Day.
 AB4019
 AB4019.The orthometric height was determined by GPS observations and a
 AB4019.high-resolution geoid model.
 AB4019
 AB4019.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4019.GEOID18 height accuracy estimate available here.
 AB4019
 AB4019.Click photographs - Photos may exist for this station.
 AB4019
 AB4019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4019
 AB4019.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4019
 AB4019.The ellipsoidal height was determined by GPS observations
 AB4019.and is referenced to NAD 83.
 AB4019
 AB4019. The following values were computed from the NAD 83(2011) position.
 AB4019
 AB4019;                    North         East     Units Scale Factor Converg.
 AB4019;SPC FL E     -   703,456.913   137,850.110   MT  0.99998881   -0 19 51.5
 AB4019;SPC FL E     - 2,307,924.89    452,263.24   sFT  0.99998881   -0 19 51.5
 AB4019;UTM  17      - 3,394,348.878   437,871.315   MT  0.99964762   -0 19 51.5
 AB4019
 AB4019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4019!SPC FL E     -   1.00000344  x   0.99998881  =   0.99999225
 AB4019!UTM  17      -   1.00000344  x   0.99964762  =   0.99965106
 AB4019
 AB4019:                Primary Azimuth Mark                     Grid Az
 AB4019:SPC FL E     -  G 143                                    328 48 24.8
 AB4019:UTM  17      -  G 143                                    328 48 24.8
 AB4019
 AB4019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3787194348(NAD 83)
 AB4019
 AB4019|---------------------------------------------------------------------|
 AB4019| PID    Reference Object                     Distance      Geod. Az  |
 AB4019|                                                           dddmmss.s |
 AB4019| BC0035 G 143                               APPROX. 0.5 KM 3282833.3 |
 AB4019|---------------------------------------------------------------------|
 AB4019
 AB4019                          SUPERSEDED SURVEY CONTROL
 AB4019
 AB4019  NAD 83(2007)-  30 40 48.99602(N)    081 38 55.07857(W) AD(2002.00) 0
 AB4019  ELLIP H (02/10/07)  -21.906  (m)                       GP(2002.00)    
 AB4019  NAD 83(1999)-  30 40 48.99654(N)    081 38 55.07802(W) AD(       ) 1
 AB4019  ELLIP H (06/19/01)  -21.926  (m)                       GP(       ) 4 1
 AB4019  NAD 83(1990)-  30 40 48.99554(N)    081 38 55.07868(W) AD(       ) 1
 AB4019  ELLIP H (06/10/96)  -22.122  (m)                       GP(       ) 2 2
 AB4019
 AB4019.Superseded values are not recommended for survey control.
 AB4019
 AB4019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4019.See file dsdata.pdf to determine how the superseded data were derived.
 AB4019
 AB4019_MARKER: DD = SURVEY DISK
 AB4019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4019_STAMPING: 74 94 GPS 15
 AB4019_MARK LOGO: FLDT
 AB4019_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4019+STABILITY: SURFACE MOTION
 AB4019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4019+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4019
 AB4019  HISTORY     - Date     Condition        Report By
 AB4019  HISTORY     - 1994     MONUMENTED       FLDT
 AB4019
 AB4019                          STATION DESCRIPTION
 AB4019
 AB4019'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4019'THE STATION IS ABOUT 4.4 MI (7.1 KM) NORTHWEST OF YULEE IN SECTION 18,
 AB4019'TOWNSHIP 3 NORTH, RANGE 27 EAST. TO REACH THE STATION FROM THE
 AB4019'INTERSECTION OF U.S. HIGHWAY 17 (STATE ROAD 5) AND STATE ROAD A1A IN
 AB4019'YULEE, GO 4.8 MI (7.7 KM) NORTHWEST ON U.S. HIGHWAY 17 TO
 AB4019'T-INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY ROAD 108 (WEST), GO 0.05
 AB4019'MI (0.08 KM) WEST ON COUNTY ROAD 108 TO RAILROAD CROSSING, TURN LEFT
 AB4019'(SOUTHEAST) AND DRIVE ALONG THE NORTHEAST SIDE OF RAILROAD TRACK FOR
 AB4019'0.3 MI (0.5 KM) TO STATION ON THE WEST SIDE OF RAILROAD TRACK. STATION
 AB4019'IS ABOUT 150.0 FEET (45.7 M) SOUTHWEST OF U.S. HIGHWAY 17. LOCATED 2.0
 AB4019'FT (0.6 M) NORTHEAST OF METAL WITNESS POST, 9.0 FT (2.7 M) SOUTHWEST
 AB4019'OF SOUTHWEST RAILROAD RAIL, 221.5 FT (67.5 M) SOUTH OF WOOD POST
 AB4019'(RAILROAD WHISTLE SIGN) WITH W. STATION IS RECESSED 0.3 FT (9.1 CM) .
 AB4019'DESCRIBED BY RLB.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4025 ***********************************************************************
 AB4025  DESIGNATION -  74 94 GPS 16
 AB4025  PID         -  AB4025
 AB4025  STATE/COUNTY-  FL/NASSAU
 AB4025  COUNTRY     -  US
 AB4025  USGS QUAD   -  SAINT MARYS (2017)
 AB4025
 AB4025                         *CURRENT SURVEY CONTROL
 AB4025  ______________________________________________________________________
 AB4025* NAD 83(2011) POSITION- 30 39 58.50144(N) 081 32 27.40771(W)   ADJUSTED
 AB4025* NAD 83(2011) ELLIP HT-   -20.622 (meters)        (06/27/12)   ADJUSTED
 AB4025* NAD 83(2011) EPOCH   -  2010.00
 AB4025* NAVD 88 ORTHO HEIGHT -     7.8   (meters)       26.    (feet) GPS OBS
 AB4025  ______________________________________________________________________
 AB4025  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4025  GEOID HEIGHT    -        -29.066 (meters)                     GEOID93
 AB4025  GEOID HEIGHT    -        -28.446 (meters)                     GEOID18
 AB4025  NAD 83(2011) X  -    807,731.126 (meters)                     COMP
 AB4025  NAD 83(2011) Y  - -5,431,203.634 (meters)                     COMP
 AB4025  NAD 83(2011) Z  -  3,234,111.040 (meters)                     COMP
 AB4025  LAPLACE CORR    -         -0.73  (seconds)                    DEFLEC18
 AB4025
 AB4025  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4025  Standards:
 AB4025         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4025            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4025  -------------------------------------------------------------------
 AB4025  NETWORK    0.56   0.90           0.25   0.20   0.46     -0.01733998
 AB4025  -------------------------------------------------------------------
 AB4025  Click here for local accuracies and other accuracy information.
 AB4025
 AB4025.The horizontal coordinates were established by GPS observations
 AB4025.and adjusted by the National Geodetic Survey in June 2012.
 AB4025
 AB4025.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4025.been affixed to the stable North American tectonic plate. See 
 AB4025.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4025
 AB4025.The horizontal coordinates are valid at the epoch date displayed above
 AB4025.which is a decimal equivalence of Year/Month/Day.
 AB4025
 AB4025.The orthometric height was determined by GPS observations and a
 AB4025.high-resolution geoid model.
 AB4025
 AB4025.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4025.GEOID18 height accuracy estimate available here.
 AB4025
 AB4025.Click photographs - Photos may exist for this station.
 AB4025
 AB4025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4025
 AB4025.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4025
 AB4025.The ellipsoidal height was determined by GPS observations
 AB4025.and is referenced to NAD 83.
 AB4025
 AB4025. The following values were computed from the NAD 83(2011) position.
 AB4025
 AB4025;                    North         East     Units Scale Factor Converg.
 AB4025;SPC FL E     -   701,847.309   148,160.920   MT  0.99997431   -0 16 33.3
 AB4025;SPC FL E     - 2,302,644.05    486,091.29   sFT  0.99997431   -0 16 33.3
 AB4025;UTM  17      - 3,392,739.823   448,178.608   MT  0.99963313   -0 16 33.3
 AB4025
 AB4025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4025!SPC FL E     -   1.00000324  x   0.99997431  =   0.99997755
 AB4025!UTM  17      -   1.00000324  x   0.99963313  =   0.99963637
 AB4025
 AB4025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4817892739(NAD 83)
 AB4025
 AB4025                          SUPERSEDED SURVEY CONTROL
 AB4025
 AB4025  NAD 83(2007)-  30 39 58.50149(N)    081 32 27.40850(W) AD(2002.00) 0
 AB4025  ELLIP H (02/10/07)  -20.606  (m)                       GP(2002.00)    
 AB4025  NAD 83(1999)-  30 39 58.50191(N)    081 32 27.40807(W) AD(       ) 1
 AB4025  ELLIP H (06/19/01)  -20.621  (m)                       GP(       ) 4 1
 AB4025  NAD 83(1990)-  30 39 58.50102(N)    081 32 27.40857(W) AD(       ) 1
 AB4025  ELLIP H (06/10/96)  -20.835  (m)                       GP(       ) 2 2
 AB4025
 AB4025.Superseded values are not recommended for survey control.
 AB4025
 AB4025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4025.See file dsdata.pdf to determine how the superseded data were derived.
 AB4025
 AB4025_MARKER: DD = SURVEY DISK
 AB4025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4025_STAMPING: 74 94 GPS 16
 AB4025_MARK LOGO: FLDT
 AB4025_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4025+STABILITY: SURFACE MOTION
 AB4025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4025+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4025
 AB4025  HISTORY     - Date     Condition        Report By
 AB4025  HISTORY     - 1994     MONUMENTED       FLDT
 AB4025
 AB4025                          STATION DESCRIPTION
 AB4025
 AB4025'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4025'THE STATION IS ABOUT 4.0 MI (6.4 KM) NORTHEAST OF YULEE IN SECTION 49,
 AB4025'TOWNSHIP 3 NORTH, RANGE 28 EAST. TO REACH THE STATION FROM THE
 AB4025'INTERSECTION OF U.S. HIGHWAY 17 (STATE ROAD 5) AND STATE ROAD A1A IN
 AB4025'YULEE, GO 3.2 MI (5.1 KM) EAST ON STATE ROAD A1A TO INTERSECTION OF
 AB4025'STATE ROAD A1A AND CHESTER ROAD, GO 2.8 MI (4.5 KM) NORTH ON CHESTER
 AB4025'ROAD TO T-INTERSECTION OF CHESTER ROAD AND AMY DRIVE EAST (PAVED).
 AB4025'STATION IS ON THE NORTH SIDE OF AMY DRIVE. LOCATED 3.7 FT (1.1 M)
 AB4025'SOUTH OF METAL WITNESS POST, 3.8 FT (1.2 M) SOUTH OF FENCELINE, 26.7
 AB4025'FT (8.1 M) NORTH OF CENTERLINE OF AMY DRIVE, 75.5 FT (23.0 M) EAST OF
 AB4025'CENTERLINE OF CHESTER ROAD. STATION IS FLUSH. DESCRIBED BY RLB.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4007 ***********************************************************************
 AB4007  DESIGNATION -  74 94 GPS 2
 AB4007  PID         -  AB4007
 AB4007  STATE/COUNTY-  FL/NASSAU
 AB4007  COUNTRY     -  US
 AB4007  USGS QUAD   -  BRYCEVILLE (2018)
 AB4007
 AB4007                         *CURRENT SURVEY CONTROL
 AB4007  ______________________________________________________________________
 AB4007* NAD 83(2011) POSITION- 30 23 02.29090(N) 081 56 20.83935(W)   ADJUSTED
 AB4007* NAD 83(2011) ELLIP HT-    -7.573 (meters)        (06/27/12)   ADJUSTED
 AB4007* NAD 83(2011) EPOCH   -  2010.00
 AB4007* NAVD 88 ORTHO HEIGHT -    20.6   (meters)       68.    (feet) GPS OBS
 AB4007  ______________________________________________________________________
 AB4007  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4007  GEOID HEIGHT    -        -28.821 (meters)                     GEOID93
 AB4007  GEOID HEIGHT    -        -28.207 (meters)                     GEOID18
 AB4007  NAD 83(2011) X  -    772,198.335 (meters)                     COMP
 AB4007  NAD 83(2011) Y  - -5,452,434.508 (meters)                     COMP
 AB4007  NAD 83(2011) Z  -  3,207,160.881 (meters)                     COMP
 AB4007  LAPLACE CORR    -          0.26  (seconds)                    DEFLEC18
 AB4007
 AB4007  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4007  Standards:
 AB4007         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4007            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4007  -------------------------------------------------------------------
 AB4007  NETWORK    0.61   0.94           0.27   0.22   0.48     -0.10754127
 AB4007  -------------------------------------------------------------------
 AB4007  Click here for local accuracies and other accuracy information.
 AB4007
 AB4007.The horizontal coordinates were established by GPS observations
 AB4007.and adjusted by the National Geodetic Survey in June 2012.
 AB4007
 AB4007.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4007.been affixed to the stable North American tectonic plate. See 
 AB4007.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4007
 AB4007.The horizontal coordinates are valid at the epoch date displayed above
 AB4007.which is a decimal equivalence of Year/Month/Day.
 AB4007
 AB4007.The orthometric height was determined by GPS observations and a
 AB4007.high-resolution geoid model.
 AB4007
 AB4007.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4007.GEOID18 height accuracy estimate available here.
 AB4007
 AB4007.Click photographs - Photos may exist for this station.
 AB4007
 AB4007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4007
 AB4007.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4007
 AB4007.The ellipsoidal height was determined by GPS observations
 AB4007.and is referenced to NAD 83.
 AB4007
 AB4007. The following values were computed from the NAD 83(2011) position.
 AB4007
 AB4007;                    North         East     Units Scale Factor Converg.
 AB4007;SPC FL E     -   670,804.473   109,741.789   MT  1.00004164   -0 28 30.1
 AB4007;SPC FL E     - 2,200,797.68    360,044.52   sFT  1.00004164   -0 28 30.1
 AB4007;UTM  17      - 3,361,707.579   409,772.585   MT  0.99970043   -0 28 30.1
 AB4007
 AB4007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4007!SPC FL E     -   1.00000119  x   1.00004164  =   1.00004283
 AB4007!UTM  17      -   1.00000119  x   0.99970043  =   0.99970162
 AB4007
 AB4007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP0977261707(NAD 83)
 AB4007
 AB4007                          SUPERSEDED SURVEY CONTROL
 AB4007
 AB4007  NAD 83(2007)-  30 23 02.29102(N)    081 56 20.84013(W) AD(2002.00) 0
 AB4007  ELLIP H (02/10/07)   -7.556  (m)                       GP(2002.00)    
 AB4007  NAD 83(1999)-  30 23 02.29128(N)    081 56 20.83957(W) AD(       ) 1
 AB4007  ELLIP H (06/19/01)   -7.591  (m)                       GP(       ) 4 1
 AB4007  NAD 83(1990)-  30 23 02.29048(N)    081 56 20.83997(W) AD(       ) 1
 AB4007  ELLIP H (06/10/96)   -7.717  (m)                       GP(       ) 2 2
 AB4007
 AB4007.Superseded values are not recommended for survey control.
 AB4007
 AB4007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4007.See file dsdata.pdf to determine how the superseded data were derived.
 AB4007
 AB4007_MARKER: DD = SURVEY DISK
 AB4007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4007_STAMPING: 74 94 GPS 2
 AB4007_MARK LOGO: FLDT
 AB4007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4007+STABILITY: SURFACE MOTION
 AB4007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4007+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4007
 AB4007  HISTORY     - Date     Condition        Report By
 AB4007  HISTORY     - 1994     MONUMENTED       FLDT
 AB4007  HISTORY     - 20060111 MARK NOT FOUND   FLDEP
 AB4007
 AB4007                          STATION DESCRIPTION
 AB4007
 AB4007'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4007'THE STATION IS ABOUT 14.0 MI (22.5 KM) SOUTHWEST OF CALLAHAN IN
 AB4007'SECTION 30, TOWNSHIP 1 SOUTH, RANGE 24 EAST. TO REACH THE STATION FROM
 AB4007'THE INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 200) AND STATE ROAD
 AB4007'A1A IN CALLAHAN, GO 14.25 MI (22.93 KM) SOUTHWEST ON U.S. HIGHWAY 301
 AB4007'TO BRYCEVILLE POST OFFICE ON THE RIGHT AND STATION, IS IN GRAVEL
 AB4007'DRIVEWAY ON THE NORTHWEST SIDE OF U.S HIGHWAY 301, IS EAST OF
 AB4007'BRYCEVILLE POST OFFICE. LOCATED 36.2 FT (11.0 M) EAST OF METAL WITNESS
 AB4007'POST, 24.5 FT (7.5 M) NORTHWEST OF CENTERLINE OF U.S. HIGHWAY 301,
 AB4007'57.0 FT (17.4 M) EAST OF LARGE METAL SIGN POST, 101.3 FT (30.9 M) EAST
 AB4007'OF SOUTHEAST CORNER OF POST OFFICE. STATION IS FLUSH WITH THE GROUND.
 AB4007'DESCRIBED BY RLB.
 AB4007
 AB4007                          STATION RECOVERY (2006)
 AB4007
 AB4007'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (RWH)
 AB4007'THE AREA WAS SEARCHED BUT THE MARK WAS NOT FOUND, THE POST OFFICE HAS
 AB4007'BEEN  RE-LOCATED ABOUT 0.2 MI NORTH PER THE ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4009 ***********************************************************************
 AB4009  DESIGNATION -  74 94 GPS 4
 AB4009  PID         -  AB4009
 AB4009  STATE/COUNTY-  FL/NASSAU
 AB4009  COUNTRY     -  US
 AB4009  USGS QUAD   -  BRYCEVILLE (2018)
 AB4009
 AB4009                         *CURRENT SURVEY CONTROL
 AB4009  ______________________________________________________________________
 AB4009* NAD 83(2011) POSITION- 30 26 49.86827(N) 081 55 02.41245(W)   ADJUSTED
 AB4009* NAD 83(2011) ELLIP HT-    -5.555 (meters)        (06/27/12)   ADJUSTED
 AB4009* NAD 83(2011) EPOCH   -  2010.00
 AB4009* NAVD 88 ORTHO HEIGHT -    22.7   (meters)       74.    (feet) GPS OBS
 AB4009  ______________________________________________________________________
 AB4009  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4009  GEOID HEIGHT    -        -28.849 (meters)                     GEOID93
 AB4009  GEOID HEIGHT    -        -28.232 (meters)                     GEOID18
 AB4009  NAD 83(2011) X  -    773,772.822 (meters)                     COMP
 AB4009  NAD 83(2011) Y  - -5,448,629.505 (meters)                     COMP
 AB4009  NAD 83(2011) Z  -  3,213,205.501 (meters)                     COMP
 AB4009  LAPLACE CORR    -         -0.11  (seconds)                    DEFLEC18
 AB4009
 AB4009  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4009  Standards:
 AB4009         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4009            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4009  -------------------------------------------------------------------
 AB4009  NETWORK    0.57   0.92           0.25   0.21   0.47     -0.04065828
 AB4009  -------------------------------------------------------------------
 AB4009  Click here for local accuracies and other accuracy information.
 AB4009
 AB4009.The horizontal coordinates were established by GPS observations
 AB4009.and adjusted by the National Geodetic Survey in June 2012.
 AB4009
 AB4009.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4009.been affixed to the stable North American tectonic plate. See 
 AB4009.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4009
 AB4009.The horizontal coordinates are valid at the epoch date displayed above
 AB4009.which is a decimal equivalence of Year/Month/Day.
 AB4009
 AB4009.The orthometric height was determined by GPS observations and a
 AB4009.high-resolution geoid model.
 AB4009
 AB4009.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4009.GEOID18 height accuracy estimate available here.
 AB4009
 AB4009.Click photographs - Photos may exist for this station.
 AB4009
 AB4009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4009
 AB4009.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4009
 AB4009.The ellipsoidal height was determined by GPS observations
 AB4009.and is referenced to NAD 83.
 AB4009
 AB4009. The following values were computed from the NAD 83(2011) position.
 AB4009
 AB4009;                    North         East     Units Scale Factor Converg.
 AB4009;SPC FL E     -   677,795.429   111,892.450   MT  1.00003691   -0 27 53.6
 AB4009;SPC FL E     - 2,223,733.84    367,100.48   sFT  1.00003691   -0 27 53.6
 AB4009;UTM  17      - 3,368,696.149   411,922.512   MT  0.99969570   -0 27 53.6
 AB4009
 AB4009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4009!SPC FL E     -   1.00000087  x   1.00003691  =   1.00003778
 AB4009!UTM  17      -   1.00000087  x   0.99969570  =   0.99969657
 AB4009
 AB4009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP1192268696(NAD 83)
 AB4009
 AB4009                          SUPERSEDED SURVEY CONTROL
 AB4009
 AB4009  NAD 83(2007)-  30 26 49.86829(N)    081 55 02.41322(W) AD(2002.00) 0
 AB4009  ELLIP H (02/10/07)   -5.541  (m)                       GP(2002.00)    
 AB4009  NAD 83(1999)-  30 26 49.86861(N)    081 55 02.41257(W) AD(       ) 1
 AB4009  ELLIP H (06/19/01)   -5.579  (m)                       GP(       ) 4 1
 AB4009  NAD 83(1990)-  30 26 49.86773(N)    081 55 02.41304(W) AD(       ) 1
 AB4009  ELLIP H (06/10/96)   -5.712  (m)                       GP(       ) 2 2
 AB4009
 AB4009.Superseded values are not recommended for survey control.
 AB4009
 AB4009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4009.See file dsdata.pdf to determine how the superseded data were derived.
 AB4009
 AB4009_MARKER: DD = SURVEY DISK
 AB4009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4009_STAMPING: 74 94 GPS 4
 AB4009_MARK LOGO: FLDT
 AB4009_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4009+STABILITY: SURFACE MOTION
 AB4009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4009+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2011
 AB4009
 AB4009  HISTORY     - Date     Condition        Report By
 AB4009  HISTORY     - 1994     MONUMENTED       FLDT
 AB4009  HISTORY     - 20111022 GOOD             ATKNA
 AB4009
 AB4009                          STATION DESCRIPTION
 AB4009
 AB4009'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4009'THE STATION IS ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF CALLAHAN IN
 AB4009'SECTION 33, TOWNSHIP 1 NORTH, RANGE 24 EAST. TO REACH THE STATION FROM
 AB4009'THE INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 200) AND STATE ROAD
 AB4009'A1A IN CALLAHAN, GO 9.7 MI (15.6 KM) SOUTHWEST ON U.S. HIGHWAY 301 TO
 AB4009'STATION ON THE RIGHT, IS IN THE CENTER OF A DIRT DRIVE LEADING TO A
 AB4009'PASTURE WITH A METAL GATE. LOCATED 22.7 FT (6.9 M) SOUTHEAST OF
 AB4009'NORTHEAST GATE POST, 24.0 FT (7.3 M) EAST OF SOUTHWEST GATE POST, 75.0
 AB4009'FT (22.9 M) NORTHWEST OF CENTERLINE OF U.S. HIGHWAY 301, 82.5 FT (25.1
 AB4009'M) NORTHEAST OF UTILITY POLE 5168. STATION IS RECESSED 0.1 FT (3.0 CM)
 AB4009'. DESCRIBED BY RLB.
 AB4009
 AB4009                          STATION RECOVERY (2011)
 AB4009
 AB4009'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2011 (DWD)
 AB4009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4011 ***********************************************************************
 AB4011  DESIGNATION -  74 94 GPS 6
 AB4011  PID         -  AB4011
 AB4011  STATE/COUNTY-  FL/NASSAU
 AB4011  COUNTRY     -  US
 AB4011  USGS QUAD   -  CALLAHAN (2018)
 AB4011
 AB4011                         *CURRENT SURVEY CONTROL
 AB4011  ______________________________________________________________________
 AB4011* NAD 83(2011) POSITION- 30 30 50.32685(N) 081 52 30.77695(W)   ADJUSTED
 AB4011* NAD 83(2011) ELLIP HT-    -4.865 (meters)        (06/27/12)   ADJUSTED
 AB4011* NAD 83(2011) EPOCH   -  2010.00
 AB4011* NAVD 88 ORTHO HEIGHT -    23.4   (meters)       77.    (feet) GPS OBS
 AB4011  ______________________________________________________________________
 AB4011  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4011  GEOID HEIGHT    -        -28.881 (meters)                     GEOID93
 AB4011  GEOID HEIGHT    -        -28.258 (meters)                     GEOID18
 AB4011  NAD 83(2011) X  -    777,247.411 (meters)                     COMP
 AB4011  NAD 83(2011) Y  - -5,444,341.416 (meters)                     COMP
 AB4011  NAD 83(2011) Z  -  3,219,587.334 (meters)                     COMP
 AB4011  LAPLACE CORR    -         -0.39  (seconds)                    DEFLEC18
 AB4011
 AB4011  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4011  Standards:
 AB4011         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4011            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4011  -------------------------------------------------------------------
 AB4011  NETWORK    0.57   0.90           0.26   0.20   0.46     -0.05003938
 AB4011  -------------------------------------------------------------------
 AB4011  Click here for local accuracies and other accuracy information.
 AB4011
 AB4011.The horizontal coordinates were established by GPS observations
 AB4011.and adjusted by the National Geodetic Survey in June 2012.
 AB4011
 AB4011.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4011.been affixed to the stable North American tectonic plate. See 
 AB4011.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4011
 AB4011.The horizontal coordinates are valid at the epoch date displayed above
 AB4011.which is a decimal equivalence of Year/Month/Day.
 AB4011
 AB4011.The orthometric height was determined by GPS observations and a
 AB4011.high-resolution geoid model.
 AB4011
 AB4011.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4011.GEOID18 height accuracy estimate available here.
 AB4011
 AB4011.Click photographs - Photos may exist for this station.
 AB4011
 AB4011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4011
 AB4011.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4011
 AB4011.The ellipsoidal height was determined by GPS observations
 AB4011.and is referenced to NAD 83.
 AB4011
 AB4011. The following values were computed from the NAD 83(2011) position.
 AB4011
 AB4011;                    North         East     Units Scale Factor Converg.
 AB4011;SPC FL E     -   685,168.170   115,995.585   MT  1.00002820   -0 26 39.9
 AB4011;SPC FL E     - 2,247,922.57    380,562.18   sFT  1.00002820   -0 26 39.9
 AB4011;UTM  17      - 3,376,066.375   416,024.247   MT  0.99968699   -0 26 39.9
 AB4011
 AB4011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4011!SPC FL E     -   1.00000076  x   1.00002820  =   1.00002896
 AB4011!UTM  17      -   1.00000076  x   0.99968699  =   0.99968775
 AB4011
 AB4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP1602476066(NAD 83)
 AB4011
 AB4011                          SUPERSEDED SURVEY CONTROL
 AB4011
 AB4011  NAD 83(2007)-  30 30 50.32689(N)    081 52 30.77772(W) AD(2002.00) 0
 AB4011  ELLIP H (02/10/07)   -4.851  (m)                       GP(2002.00)    
 AB4011  NAD 83(1999)-  30 30 50.32733(N)    081 52 30.77696(W) AD(       ) 1
 AB4011  ELLIP H (06/19/01)   -4.894  (m)                       GP(       ) 4 1
 AB4011  NAD 83(1990)-  30 30 50.32636(N)    081 52 30.77761(W) AD(       ) 1
 AB4011  ELLIP H (06/10/96)   -5.033  (m)                       GP(       ) 2 2
 AB4011
 AB4011.Superseded values are not recommended for survey control.
 AB4011
 AB4011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4011.See file dsdata.pdf to determine how the superseded data were derived.
 AB4011
 AB4011_MARKER: DD = SURVEY DISK
 AB4011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4011_STAMPING: 74 94 GPS 6
 AB4011_MARK LOGO: FLDT
 AB4011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4011+STABILITY: SURFACE MOTION
 AB4011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4011+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4011
 AB4011  HISTORY     - Date     Condition        Report By
 AB4011  HISTORY     - 1994     MONUMENTED       FLDT
 AB4011
 AB4011                          STATION DESCRIPTION
 AB4011
 AB4011'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4011'THE STATION IS ABOUT 4.4 MI (7.1 KM) SOUTHWEST OF CALLAHAN IN SECTION
 AB4011'11, TOWNSHIP 1 NORTH, RANGE 24 EAST. TO REACH THE STATION FROM THE
 AB4011'INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 200) AND STATE ROAD A1A
 AB4011'IN CALLAHAN, GO 4.4 MI (7.1 KM) SOUTHWEST ON U.S. HIGHWAY 301 TO
 AB4011'T-INTERSECTION OF U.S. HIGHWAY 301 AND CRAWFORD ROAD (WEST), GO 0.1 MI
 AB4011'(0.2 KM) WEST ON CRAWFORD ROAD TO RAILROAD CROSSING AND STATION IN THE
 AB4011'NORTHWEST QUADRANT OF THE INTERSECTION OF CRAWFORD ROAD AND RAILROAD
 AB4011'CROSSING. LOCATED 7.2 FT (2.2 M) SOUTHEAST OF METAL WITNESS POST, 16.5
 AB4011'FT (5.0 M) NORTHWEST OF NORTHWEST RAILROAD RAIL, 66.7 FT (20.3 M)
 AB4011'NORTHEAST OF CENTERLINE OF CRAWFORD ROAD, 103.5 FT (31.5 M) SOUTHWEST
 AB4011'OF RAILROAD MILEPOST 16. STATION IS RECESSED 0.1 FT (3.0 CM) .
 AB4011'DESCRIBED BY RLB.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4012 ***********************************************************************
 AB4012  DESIGNATION -  74 94 GPS 7
 AB4012  PID         -  AB4012
 AB4012  STATE/COUNTY-  FL/NASSAU
 AB4012  COUNTRY     -  US
 AB4012  USGS QUAD   -  CALLAHAN (2018)
 AB4012
 AB4012                         *CURRENT SURVEY CONTROL
 AB4012  ______________________________________________________________________
 AB4012* NAD 83(2011) POSITION- 30 33 37.32835(N) 081 49 31.38424(W)   ADJUSTED
 AB4012* NAD 83(2011) ELLIP HT-   -22.688 (meters)        (06/27/12)   ADJUSTED
 AB4012* NAD 83(2011) EPOCH   -  2010.00
 AB4012* NAVD 88 ORTHO HEIGHT -     5.619 (meters)       18.43  (feet) ADJUSTED
 AB4012  ______________________________________________________________________
 AB4012  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 AB4012  NAD 83(2011) X  -    781,608.441 (meters)                     COMP
 AB4012  NAD 83(2011) Y  - -5,441,061.692 (meters)                     COMP
 AB4012  NAD 83(2011) Z  -  3,224,007.752 (meters)                     COMP
 AB4012  LAPLACE CORR    -         -0.38  (seconds)                    DEFLEC18
 AB4012  DYNAMIC HEIGHT  -          5.611 (meters)       18.41  (feet) COMP
 AB4012  MODELED GRAVITY -    979,373.5   (mgal)                       NAVD 88
 AB4012
 AB4012  VERT ORDER      -  SECOND    CLASS I
 AB4012
 AB4012  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4012  Standards:
 AB4012         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4012            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4012  -------------------------------------------------------------------
 AB4012  NETWORK    0.44   0.86           0.19   0.17   0.44     -0.08625444
 AB4012  -------------------------------------------------------------------
 AB4012  Click here for local accuracies and other accuracy information.
 AB4012
 AB4012.The horizontal coordinates were established by GPS observations
 AB4012.and adjusted by the National Geodetic Survey in June 2012.
 AB4012
 AB4012.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4012.been affixed to the stable North American tectonic plate. See 
 AB4012.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4012
 AB4012.The horizontal coordinates are valid at the epoch date displayed above
 AB4012.which is a decimal equivalence of Year/Month/Day.
 AB4012
 AB4012.The orthometric height was determined by differential leveling and
 AB4012.adjusted by the NATIONAL GEODETIC SURVEY
 AB4012.in January 2006.
 AB4012
 AB4012.No vertical observational check was made to the station.
 AB4012
 AB4012.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4012.GEOID18 height accuracy estimate available here.
 AB4012
 AB4012.Click photographs - Photos may exist for this station.
 AB4012
 AB4012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4012
 AB4012.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4012
 AB4012.The ellipsoidal height was determined by GPS observations
 AB4012.and is referenced to NAD 83.
 AB4012
 AB4012.The dynamic height is computed by dividing the NAVD 88
 AB4012.geopotential number by the normal gravity value computed on the
 AB4012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4012.degrees latitude (g = 980.6199 gals.).
 AB4012
 AB4012.The modeled gravity was interpolated from observed gravity values.
 AB4012
 AB4012. The following values were computed from the NAD 83(2011) position.
 AB4012
 AB4012;                    North         East     Units Scale Factor Converg.
 AB4012;SPC FL E     -   690,274.873   120,816.274   MT  1.00001850   -0 25 10.9
 AB4012;SPC FL E     - 2,264,676.81    396,378.06   sFT  1.00001850   -0 25 10.9
 AB4012;UTM  17      - 3,381,171.336   420,843.291   MT  0.99967729   -0 25 10.9
 AB4012
 AB4012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4012!SPC FL E     -   1.00000356  x   1.00001850  =   1.00002206
 AB4012!UTM  17      -   1.00000356  x   0.99967729  =   0.99968085
 AB4012
 AB4012:                Primary Azimuth Mark                     Grid Az
 AB4012:SPC FL E     -  74 94 GPS 8                              164 10 59.8
 AB4012:UTM  17      -  74 94 GPS 8                              164 10 59.8
 AB4012
 AB4012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP2084381171(NAD 83)
 AB4012
 AB4012|---------------------------------------------------------------------|
 AB4012| PID    Reference Object                     Distance      Geod. Az  |
 AB4012|                                                           dddmmss.s |
 AB4012| AB4013 74 94 GPS 8                         APPROX. 0.5 KM 1634548.9 |
 AB4012|---------------------------------------------------------------------|
 AB4012
 AB4012                          SUPERSEDED SURVEY CONTROL
 AB4012
 AB4012  NAD 83(2007)-  30 33 37.32839(N)    081 49 31.38501(W) AD(2002.00) 0
 AB4012  ELLIP H (02/10/07)  -22.673  (m)                       GP(2002.00)    
 AB4012  NAD 83(1999)-  30 33 37.32899(N)    081 49 31.38413(W) AD(       ) 1
 AB4012  ELLIP H (06/19/01)  -22.722  (m)                       GP(       ) 4 1
 AB4012  NAD 83(1990)-  30 33 37.32787(N)    081 49 31.38494(W) AD(       ) 1
 AB4012  ELLIP H (06/10/96)  -22.866  (m)                       GP(       ) 2 2
 AB4012  NAVD 88 (05/18/04)    5.617  (m)           18.43   (f) SUPERSEDED  2 1
 AB4012  NAVD 88 (06/26/02)    5.6    (m)  GEOID99  model used  GPS OBS        
 AB4012  NAVD 88 (06/10/96)    5.6    (m)  GEOID93  model used  GPS OBS        
 AB4012
 AB4012.Superseded values are not recommended for survey control.
 AB4012
 AB4012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4012.See file dsdata.pdf to determine how the superseded data were derived.
 AB4012
 AB4012_MARKER: DD = SURVEY DISK
 AB4012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4012_STAMPING: 74 94 GPS 7
 AB4012_MARK LOGO: FLDT
 AB4012_PROJECTION: RECESSED 8 CENTIMETERS
 AB4012_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4012+STABILITY: SURFACE MOTION
 AB4012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4012+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2014
 AB4012
 AB4012  HISTORY     - Date     Condition        Report By
 AB4012  HISTORY     - 1994     MONUMENTED       FLDT
 AB4012  HISTORY     - 20010823 GOOD             FLDEP
 AB4012  HISTORY     - 20020510 GOOD             BAH
 AB4012  HISTORY     - 20040124 GOOD             FLDEP
 AB4012  HISTORY     - 20101112 GOOD             JCLS
 AB4012  HISTORY     - 20141202 GOOD             JCLS
 AB4012
 AB4012                          STATION DESCRIPTION
 AB4012
 AB4012'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4012'THE STATION IS ABOUT 0.35 MI (0.56 KM) SOUTHEAST OF CALLAHAN IN
 AB4012'SECTION 29, TOWNSHIP 2 NORTH, RANGE 25 EAST. TO REACH THE STATION FROM
 AB4012'THE INTERSECTION OF U.S. HIGHWAY 1, U.S. HIGHWAY 23 (STATE ROAD 15)
 AB4012'AND STATE ROAD A1A IN CALLAHAN, GO 0.35 MI (0.56 KM) SOUTHEAST ON U.S.
 AB4012'HIGHWAY 1, 23 TO THE INTERSECTION OF U.S. HIGHWAY 1, 23 AND STATE ROAD
 AB4012'115, IS IN THE TRIANGULAR GRASS MEDIAN OF THE INTERSECTION. LOCATED
 AB4012'14.0 FT (4.3 M) SOUTHWEST OF SOUTHWEST EDGE OF STATE ROAD 115 (NORTH),
 AB4012'24.7 FT (7.5 M) NORTHEAST OF CENTERLINE OF U.S. HIGHWAY 1, 23
 AB4012'NORTHBOUND LANE, 31.9 FT (9.7 M) NORTHWEST OF METAL SIGN POST. STATION
 AB4012'IS RECESSED 0.1 FT (3.0 CM) . DESCRIBED BY RLB.
 AB4012
 AB4012                          STATION RECOVERY (2001)
 AB4012
 AB4012'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (PBM)
 AB4012'THE MARK IS ABOUT 0.35 MI SOUTHEAST OF CALLAHAN, IN SECTION 29,
 AB4012'TOWNSHIP 2 NORTH, RANGE 25 EAST.
 AB4012'
 AB4012'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1, 23, 301 AND
 AB4012'STATE ROAD A1A IN CALLAHAN, GO SOUTHEAST ON U.S. HIGHWAY 1 (KINGS
 AB4012'ROAD) FOR 0.35 MI TO THE JUNCTION OF STATE ROAD 115 ON THE LEFT AND
 AB4012'THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AB4012'RECESSED 0.1 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 0.6 FT BELOW
 AB4012'THE LEVEL OF U.S. HIGHWAY 1 NORTHBOUND LANES.
 AB4012'
 AB4012'LOCATED 97.3 FT NORTH-NORTHWEST OF A CALLAHAN SIGN, 24.0 FT
 AB4012'EAST-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1 NORTHBOUND LANES
 AB4012'AND 1.1 FT WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 AB4012
 AB4012                          STATION RECOVERY (2002)
 AB4012
 AB4012'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KW)
 AB4012'RECOVERED AS DESCRIBED (ARG)
 AB4012
 AB4012                          STATION RECOVERY (2004)
 AB4012
 AB4012'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 AB4012'THE MARK IS ABOUT 0.35 MI SOUTHEAST OF CALLAHAN, IN SECTION 29,
 AB4012'TOWNSHIP 2 SOUTH, RANGE  25 EAST.
 AB4012'
 AB4012'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1, 23, 301 (KINGS
 AB4012'ROAD) AND STATE  ROAD A1A IN CALLAHAN, GO SOUTHEAST ON U.S. HIGHWAY 1,
 AB4012'(KINGS ROAD) FOR 0.35 MI TO THE  JUNCTION OF STATE ROAD 115 ON THE
 AB4012'LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A  ROUND CONCRETE
 AB4012'MONUMENT RECESSED 0.3 FT BELOW THE LEVEL OF THE GROUND AND ABOUT
 AB4012'LEVEL WITH U.S. HIGHWAY 1 NORTHBOUND LANES.
 AB4012'
 AB4012'LOCATED 85.0 FT NORTH-NORTHWEST OF THE CENTERLINE OF STATE ROAD 115,
 AB4012'61.2 FT SOUTHEAST  OF A CALLAHAN CITY LIMIT SIGN, 24.0 FT
 AB4012'EAST-NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1  NORTHBOUND LANES,
 AB4012'19.0 FT SOUTH-SOUTHWEST OF THE SOUTHWEST POST OF A WELCOME TO
 AB4012'CALLAHAN SIGN AND 1.0 FT WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 AB4012
 AB4012                          STATION RECOVERY (2010)
 AB4012
 AB4012'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 AB4012'RECOVERED IN GOOD CONDITION.
 AB4012
 AB4012                          STATION RECOVERY (2014)
 AB4012
 AB4012'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2014 (MRY)
 AB4012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4013 ***********************************************************************
 AB4013  DESIGNATION -  74 94 GPS 8
 AB4013  PID         -  AB4013
 AB4013  STATE/COUNTY-  FL/NASSAU
 AB4013  COUNTRY     -  US
 AB4013  USGS QUAD   -  CALLAHAN (2018)
 AB4013
 AB4013                         *CURRENT SURVEY CONTROL
 AB4013  ______________________________________________________________________
 AB4013* NAD 83(2011) POSITION- 30 33 20.38537(N) 081 49 25.68302(W)   ADJUSTED
 AB4013* NAD 83(2011) ELLIP HT-   -23.679 (meters)        (06/27/12)   ADJUSTED
 AB4013* NAD 83(2011) EPOCH   -  2010.00
 AB4013* NAVD 88 ORTHO HEIGHT -     4.6   (meters)       15.    (feet) GPS OBS
 AB4013  ______________________________________________________________________
 AB4013  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AB4013  GEOID HEIGHT    -        -28.915 (meters)                     GEOID93
 AB4013  GEOID HEIGHT    -        -28.290 (meters)                     GEOID18
 AB4013  NAD 83(2011) X  -    781,796.437 (meters)                     COMP
 AB4013  NAD 83(2011) Y  - -5,441,301.812 (meters)                     COMP
 AB4013  NAD 83(2011) Z  -  3,223,557.955 (meters)                     COMP
 AB4013  LAPLACE CORR    -         -0.35  (seconds)                    DEFLEC18
 AB4013
 AB4013  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4013  Standards:
 AB4013         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4013            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4013  -------------------------------------------------------------------
 AB4013  NETWORK    0.51   0.86           0.23   0.18   0.44     -0.08497762
 AB4013  -------------------------------------------------------------------
 AB4013  Click here for local accuracies and other accuracy information.
 AB4013
 AB4013.The horizontal coordinates were established by GPS observations
 AB4013.and adjusted by the National Geodetic Survey in June 2012.
 AB4013
 AB4013.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4013.been affixed to the stable North American tectonic plate. See 
 AB4013.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4013
 AB4013.The horizontal coordinates are valid at the epoch date displayed above
 AB4013.which is a decimal equivalence of Year/Month/Day.
 AB4013
 AB4013.The orthometric height was determined by GPS observations and a
 AB4013.high-resolution geoid model.
 AB4013
 AB4013.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4013.GEOID18 height accuracy estimate available here.
 AB4013
 AB4013.Click photographs - Photos may exist for this station.
 AB4013
 AB4013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4013
 AB4013.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4013
 AB4013.The ellipsoidal height was determined by GPS observations
 AB4013.and is referenced to NAD 83.
 AB4013
 AB4013. The following values were computed from the NAD 83(2011) position.
 AB4013
 AB4013;                    North         East     Units Scale Factor Converg.
 AB4013;SPC FL E     -   689,752.007   120,964.395   MT  1.00001821   -0 25 07.8
 AB4013;SPC FL E     - 2,262,961.38    396,864.02   sFT  1.00001821   -0 25 07.8
 AB4013;UTM  17      - 3,380,648.648   420,991.362   MT  0.99967701   -0 25 07.8
 AB4013
 AB4013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4013!SPC FL E     -   1.00000372  x   1.00001821  =   1.00002193
 AB4013!UTM  17      -   1.00000372  x   0.99967701  =   0.99968073
 AB4013
 AB4013:                Primary Azimuth Mark                     Grid Az
 AB4013:SPC FL E     -  74 94 GPS 7                              344 10 59.6
 AB4013:UTM  17      -  74 94 GPS 7                              344 10 59.6
 AB4013
 AB4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP2099180648(NAD 83)
 AB4013
 AB4013|---------------------------------------------------------------------|
 AB4013| PID    Reference Object                     Distance      Geod. Az  |
 AB4013|                                                           dddmmss.s |
 AB4013| AB4012 74 94 GPS 7                         APPROX. 0.5 KM 3434551.8 |
 AB4013|---------------------------------------------------------------------|
 AB4013
 AB4013                          SUPERSEDED SURVEY CONTROL
 AB4013
 AB4013  NAD 83(2007)-  30 33 20.38541(N)    081 49 25.68380(W) AD(2002.00) 0
 AB4013  ELLIP H (02/10/07)  -23.665  (m)                       GP(2002.00)    
 AB4013  NAD 83(1999)-  30 33 20.38601(N)    081 49 25.68293(W) AD(       ) 1
 AB4013  ELLIP H (06/19/01)  -23.713  (m)                       GP(       ) 4 1
 AB4013  NAD 83(1990)-  30 33 20.38488(N)    081 49 25.68374(W) AD(       ) 1
 AB4013  ELLIP H (06/10/96)  -23.856  (m)                       GP(       ) 2 2
 AB4013
 AB4013.Superseded values are not recommended for survey control.
 AB4013
 AB4013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4013.See file dsdata.pdf to determine how the superseded data were derived.
 AB4013
 AB4013_MARKER: DD = SURVEY DISK
 AB4013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4013_STAMPING: 74 94 GPS 8
 AB4013_MARK LOGO: FLDT
 AB4013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AB4013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4013+STABILITY: SURFACE MOTION
 AB4013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4013+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AB4013
 AB4013  HISTORY     - Date     Condition        Report By
 AB4013  HISTORY     - 1994     MONUMENTED       FLDEP
 AB4013  HISTORY     - 20010823 MARK NOT FOUND   FLDEP
 AB4013
 AB4013                          STATION DESCRIPTION
 AB4013
 AB4013'DESCRIBED BY FL DEPT OF ENV PRO 1994 (CDM)
 AB4013'THE STATION IS ABOUT 0.7 MI (1.1 KM) SOUTHEAST OF CALLAHAN IN SECTION
 AB4013'32, TOWNSHIP 2 NORTH, RANGE 25 EAST. TO REACH THE STATION FROM THE
 AB4013'INTERSECTION OF U.S. HIGHWAY 1 AND U.S. HIGHWAY 23 (STATE ROAD 15) AND
 AB4013'STATE ROAD A1A IN CALLAHAN, GO 0.7 MI (1.1 KM) SOUTHEAST ON U.S.
 AB4013'HIGHWAY 1, 23 TO V-INTERSECTION OF U.S. HIGHWAY 1, 23 AND COUNTY ROAD
 AB4013'15A, IS IN THE GRASS MEDIAN OF U.S. HIGHWAY 1, 23, IS WEST OF CALLAHAN
 AB4013'ANIMAL HOSPITAL. LOCATED 23.7 FT (7.2 M) NORTH OF METAL WITNESS POST,
 AB4013'28.0 FT (8.5 M) WEST OF CENTERLINE OF U.S. HIGHWAY 1, 23 NORTHBOUND
 AB4013'LANE, 30.5 FT (9.3 M) EAST OF CENTERLINE OF U.S. HIGHWAY 1, 23
 AB4013'SOUTHBOUND LANE, 39.0 FT (11.9 M) SOUTH OF CENTER OF STORM DRAIN INLET
 AB4013'WITH STEEL GRATE. STATION IS RECESSED 0.1 FT (3.0 CM) . DESCRIBED BY
 AB4013'RLB.
 AB4013
 AB4013                          STATION RECOVERY (2001)
 AB4013
 AB4013'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (PBM)
 AB4013'NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB4014 ***********************************************************************
 AB4014  DESIGNATION -  74 94 GPS 9
 AB4014  PID         -  AB4014
 AB4014  STATE/COUNTY-  FL/NASSAU
 AB4014  COUNTRY     -  US
 AB4014  USGS QUAD   -  ITALIA (2018)
 AB4014
 AB4014                         *CURRENT SURVEY CONTROL
 AB4014  ______________________________________________________________________
 AB4014* NAD 83(2011) POSITION- 30 36 14.96095(N) 081 44 58.80090(W)   ADJUSTED
 AB4014* NAD 83(2011) ELLIP HT-   -25.546 (meters)        (06/27/12)   ADJUSTED
 AB4014* NAD 83(2011) EPOCH   -  2010.00
 AB4014* NAVD 88 ORTHO HEIGHT -     2.802 (meters)        9.19  (feet) ADJUSTED
 AB4014  ______________________________________________________________________
 AB4014  GEOID HEIGHT    -        -28.337 (meters)                     GEOID18
 AB4014  NAD 83(2011) X  -    788,443.478 (meters)                     COMP
 AB4014  NAD 83(2011) Y  - -5,437,577.413 (meters)                     COMP
 AB4014  NAD 83(2011) Z  -  3,228,185.355 (meters)                     COMP
 AB4014  LAPLACE CORR    -         -0.40  (seconds)                    DEFLEC18
 AB4014  DYNAMIC HEIGHT  -          2.799 (meters)        9.18  (feet) COMP
 AB4014  MODELED GRAVITY -    979,379.4   (mgal)                       NAVD 88
 AB4014
 AB4014  VERT ORDER      -  FIRST     CLASS II
 AB4014
 AB4014  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB4014  Standards:
 AB4014         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB4014            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB4014  -------------------------------------------------------------------
 AB4014  NETWORK    0.52   0.88           0.23   0.19   0.45      0.01513469
 AB4014  -------------------------------------------------------------------
 AB4014  Click here for local accuracies and other accuracy information.
 AB4014
 AB4014.The horizontal coordinates were established by GPS observations
 AB4014.and adjusted by the National Geodetic Survey in June 2012.
 AB4014
 AB4014.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB4014.been affixed to the stable North American tectonic plate. See 
 AB4014.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB4014
 AB4014.The horizontal coordinates are valid at the epoch date displayed above
 AB4014.which is a decimal equivalence of Year/Month/Day.
 AB4014
 AB4014.The orthometric height was determined by differential leveling and
 AB4014.adjusted by the NATIONAL GEODETIC SURVEY
 AB4014.in August 2011.
 AB4014
 AB4014.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB4014.GEOID18 height accuracy estimate available here.
 AB4014
 AB4014.Click photographs - Photos may exist for this station.
 AB4014
 AB4014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB4014
 AB4014.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB4014
 AB4014.The ellipsoidal height was determined by GPS observations
 AB4014.and is referenced to NAD 83.
 AB4014
 AB4014.The dynamic height is computed by dividing the NAVD 88
 AB4014.geopotential number by the normal gravity value computed on the
 AB4014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4014.degrees latitude (g = 980.6199 gals.).
 AB4014
 AB4014.The modeled gravity was interpolated from observed gravity values.
 AB4014
 AB4014. The following values were computed from the NAD 83(2011) position.
 AB4014
 AB4014;                    North         East     Units Scale Factor Converg.
 AB4014;SPC FL E     -   695,078.330   128,112.811   MT  1.00000490   -0 22 54.0
 AB4014;SPC FL E     - 2,280,436.15    420,316.78   sFT  1.00000490   -0 22 54.0
 AB4014;UTM  17      - 3,385,973.153   428,137.339   MT  0.99966371   -0 22 54.0
 AB4014
 AB4014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB4014!SPC FL E     -   1.00000401  x   1.00000490  =   1.00000891
 AB4014!UTM  17      -   1.00000401  x   0.99966371  =   0.99966772
 AB4014
 AB4014:                Primary Azimuth Mark                     Grid Az
 AB4014:SPC FL E     -  74 94 GPS 10                             057 15 35.8
 AB4014:UTM  17      -  74 94 GPS 10                             057 15 35.8
 AB4014
 AB4014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP2813785973(NAD 83)
 AB4014
 AB4014|---------------------------------------------------------------------|
 AB4014| PID    Reference Object                     Distance      Geod. Az  |
 AB4014|                                                           dddmmss.s |
 AB4014| AB4015 74 94 GPS 10                        APPROX. 1.1 KM 0565241.8 |
 AB4014|---------------------------------------------------------------------|
 AB4014
 AB4014                          SUPERSEDED SURVEY CONTROL
 AB4014
 AB4014  NAD 83(2007)-  30 36 14.96101(N)    081 44 58.80169(W) AD(2002.00) 0
 AB4014  ELLIP H (02/10/07)  -25.531  (m)                       GP(2002.00)    
 AB4014  NAD 83(1999)-  30 36 14.96171(N)    081 44 58.80079(W) AD(       ) 1
 AB4014  ELLIP H (06/19/01)  -25.571  (m)                       GP(       ) 4 1
 AB4014  NAD 83(1990)-  30 36 14.96052(N)    081 44 58.80175(W) AD(       ) 1
 AB4014  ELLIP H (06/10/96)  -25.738  (m)                       GP(       ) 2 2
 AB4014  NAVD 88 (06/10/96)    2.8    (m)  GEOID93  model used  GPS OBS        
 AB4014
 AB4014.Superseded values are not recommended for survey control.
 AB4014
 AB4014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB4014.See file dsdata.pdf to determine how the superseded data were derived.
 AB4014
 AB4014_MARKER: DD = SURVEY DISK
 AB4014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4014_STAMPING: 74 94 GPS 9
 AB4014_MARK LOGO: FLDT
 AB4014_PROJECTION: FLUSH
 AB4014_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB4014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4014+STABILITY: SURFACE MOTION
 AB4014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4014+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2009
 AB4014
 AB4014  HISTORY     - Date     Condition        Report By
 AB4014  HISTORY     - 1994     MONUMENTED       FLDT
 AB4014  HISTORY     - 20090110 GOOD             FLDEP
 AB4014
 AB4014                          STATION DESCRIPTION
 AB4014
 AB4014'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1994 (CDM)
 AB4014'THE STATION IS ABOUT 5.0 MI (8.0 KM) NORTHEAST OF CALLAHAN IN SECTION
 AB4014'12, TOWNSHIP 2 NORTH, RANGE 25 EAST. TO REACH THE STATION FROM THE
 AB4014'INTERSECTION OF U.S. HIGHWAY 301 (STATE ROAD 200) AND U.S. HIGHWAY 1
 AB4014'AND U.S. HIGHWAY 23 (STATE ROAD 15) IN CALLAHAN, GO 5.75 MI (9.25 KM)
 AB4014'NORTHEAST ON STATE ROAD A1A TO STATION ON THE RIGHT, IS IN THE
 AB4014'APPROXIMATE CENTER OF DIRT DRIVE LEADING TO FIELD OF PLANTED PINE WITH
 AB4014'WOOD BARRIER TO DENY ACCESS, IS 0.1 MI (0.2 KM) EAST OF BURNS ROAD (A
 AB4014'GRADED ROAD LEADING NORTH). LOCATED 10.0 FT (3.0 M) WEST OF METAL
 AB4014'WITNESS POST, 27.0 FT (8.2 M) SOUTHEAST OF CENTER OF WEST END OF
 AB4014'CONCRETE CROSSDRAIN, 41.3 FT (12.6 M) SOUTHEAST OF CENTERLINE OF STATE
 AB4014'ROAD A1A, 125.5 FT (38.3 M) WEST OF GUY POLE. STATION IS RECESSED 0.4
 AB4014'FT (12.2 CM) . DESCRIBED BY RLB.
 AB4014
 AB4014                          STATION RECOVERY (2009)
 AB4014
 AB4014'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 AB4014'RECOVERED IN GOOD CONDITION WITH THIS ADDITION, A MAGNET WAS EMBEDDED
 AB4014'IN THE GROUND ON THE SOUTH SIDE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7034 ***********************************************************************
 AG7034  DESIGNATION -  74 C OF SP
 AG7034  PID         -  AG7034
 AG7034  STATE/COUNTY-  FL/PINELLAS
 AG7034  COUNTRY     -  US
 AG7034  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7034
 AG7034                         *CURRENT SURVEY CONTROL
 AG7034  ______________________________________________________________________
 AG7034* NAD 83(1986) POSITION- 27 46 39.     (N) 082 38 41.     (W)   SCALED
 AG7034* NAVD 88 ORTHO HEIGHT -    11.854 (meters)       38.89  (feet) ADJUSTED
 AG7034  ______________________________________________________________________
 AG7034  GEOID HEIGHT    -        -24.531 (meters)                     GEOID18
 AG7034  DYNAMIC HEIGHT  -         11.837 (meters)       38.84  (feet) COMP
 AG7034  MODELED GRAVITY -    979,174.8   (mgal)                       NAVD 88
 AG7034
 AG7034  VERT ORDER      -  SECOND    CLASS II
 AG7034
 AG7034.The horizontal coordinates were scaled from a map and have
 AG7034.an estimated accuracy of +/- 6 seconds.
 AG7034
 AG7034.The orthometric height was determined by differential leveling and
 AG7034.adjusted by the NATIONAL GEODETIC SURVEY
 AG7034.in June 1991.
 AG7034
 AG7034.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7034.GEOID18 height accuracy estimate available here.
 AG7034
 AG7034.Click photographs - Photos may exist for this station.
 AG7034
 AG7034.The dynamic height is computed by dividing the NAVD 88
 AG7034.geopotential number by the normal gravity value computed on the
 AG7034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7034.degrees latitude (g = 980.6199 gals.).
 AG7034
 AG7034.The modeled gravity was interpolated from observed gravity values.
 AG7034
 AG7034;                    North         East    Units  Estimated Accuracy
 AG7034;SPC FL W     -   381,720.      136,460.      MT  (+/- 180 meters Scaled)
 AG7034
 AG7034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL379736(NAD 83)
 AG7034
 AG7034                          SUPERSEDED SURVEY CONTROL
 AG7034
 AG7034  NGVD 29 (??/??/92)   12.121  (m)           39.77   (f) ADJ UNCH    2 2
 AG7034
 AG7034.Superseded values are not recommended for survey control.
 AG7034
 AG7034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7034.See file dsdata.pdf to determine how the superseded data were derived.
 AG7034
 AG7034_MARKER: DB = BENCH MARK DISK
 AG7034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7034_PROJECTION: FLUSH
 AG7034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7034+STABILITY: SURFACE MOTION
 AG7034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7034+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2004
 AG7034
 AG7034  HISTORY     - Date     Condition        Report By
 AG7034  HISTORY     - UNK      MONUMENTED       FL2730
 AG7034  HISTORY     - 1977     GOOD             FL-103
 AG7034  HISTORY     - 19980117 GOOD             USPSQD
 AG7034  HISTORY     - 20041018 GOOD             USPSQD
 AG7034  HISTORY     - 20081015 GOOD             PINCPW
 AG7034
 AG7034                          STATION DESCRIPTION
 AG7034
 AG7034'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7034'IN ST PETERSBURG.
 AG7034'TO REACH THE STATION FROM THE INTERSECTION OF SR 687 4TH ST. N. AND
 AG7034'SR 595 5TH AVE. N., RUN WESTWARDLY ON SR 595 FOR 0.50 MILE TO THE
 AG7034'INTERSECTION OF 9TH ST. N. STATION ON LEFT, S.E. CORNER, 49.6 FT. EAST
 AG7034'OF THE CENTERLINE OF 9TH ST. N., 31.4 FT. SOUTH OF THE CENTERLINE OF
 AG7034'5TH AVE. N., 19.2 FT. N.E. OF A CONCRETE SIGNAL AND LIGHT POLE NO
 AG7034'NUMBER, 11.5 FT. S.E. OF A FIRE HYDRANT, 9.6 FT. SOUTH OF THE BACK
 AG7034'OF CURB. SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 AG7034'CONCRETE SIDEWALK.
 AG7034
 AG7034                          STATION RECOVERY (1998)
 AG7034
 AG7034'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7034'RECOVERED IN GOOD CONDITION.
 AG7034
 AG7034                          STATION RECOVERY (2004)
 AG7034
 AG7034'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG7034'CHANGE TEXT TO READ ...LIGHT POLE NO NUMBER, EIGHT FEET WEST NORTHWEST
 AG7034'OF FIRE HYDRANT, 12 FEET EAST OF CONCRETE SIGNAL POLE,9.6 FEET
 AG7034'SOUTH...
 AG7034
 AG7034                          STATION RECOVERY (2008)
 AG7034
 AG7034'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (CB)
 AG7034'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM7305 ***********************************************************************
 DM7305  DESIGNATION -  74 CMP
 DM7305  PID         -  DM7305
 DM7305  STATE/COUNTY-  FL/ST JOHNS
 DM7305  COUNTRY     -  US
 DM7305  USGS QUAD   -  ELKTON (2018)
 DM7305
 DM7305                         *CURRENT SURVEY CONTROL
 DM7305  ______________________________________________________________________
 DM7305* NAD 83(1986) POSITION- 29 45 56.0    (N) 081 28 32.4    (W)   HD_HELD2
 DM7305* NAVD 88 ORTHO HEIGHT -     8.040 (meters)       26.38  (feet) ADJUSTED
 DM7305  ______________________________________________________________________
 DM7305  GEOID HEIGHT    -        -28.597 (meters)                     GEOID18
 DM7305  DYNAMIC HEIGHT  -          8.029 (meters)       26.34  (feet) COMP
 DM7305  MODELED GRAVITY -    979,295.3   (mgal)                       NAVD 88
 DM7305
 DM7305  VERT ORDER      -  SECOND    CLASS I
 DM7305
 DM7305.The horizontal coordinates were established by autonomous hand held GPS
 DM7305.observations and have an estimated accuracy of +/- 10 meters.
 DM7305
 DM7305.The orthometric height was determined by differential leveling and
 DM7305.adjusted by the NATIONAL GEODETIC SURVEY
 DM7305.in July 2011.
 DM7305
 DM7305.No vertical observational check was made to the station.
 DM7305
 DM7305.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM7305.GEOID18 height accuracy estimate available here.
 DM7305
 DM7305.Click photographs - Photos may exist for this station.
 DM7305
 DM7305.The dynamic height is computed by dividing the NAVD 88
 DM7305.geopotential number by the normal gravity value computed on the
 DM7305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM7305.degrees latitude (g = 980.6199 gals.).
 DM7305
 DM7305.The modeled gravity was interpolated from observed gravity values.
 DM7305
 DM7305;                    North         East    Units  Estimated Accuracy
 DM7305;SPC FL E     -   601,976.      154,000.      MT  (+/- 10 meters HH2 GPS)
 DM7305
 DM7305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN5401592902(NAD 83)
 DM7305
 DM7305                          SUPERSEDED SURVEY CONTROL
 DM7305
 DM7305.No superseded survey control is available for this station.
 DM7305
 DM7305_MARKER: DB = BENCH MARK DISK
 DM7305_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM7305_SP_SET: CULVERT HEADWALL
 DM7305_STAMPING: 74 CMP 1969
 DM7305_MARK LOGO: USGS
 DM7305_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM7305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM7305+STABILITY: SURFACE MOTION
 DM7305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM7305+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2011
 DM7305
 DM7305  HISTORY     - Date     Condition        Report By
 DM7305  HISTORY     - 1969     MONUMENTED       USGS
 DM7305  HISTORY     - 20110203 GOOD             FLDEP
 DM7305
 DM7305                          STATION DESCRIPTION
 DM7305
 DM7305'DESCRIBED BY FL DEPT OF ENV PRO 2011 (RLH)
 DM7305'THE MARK IS ABOUT 3.8 MI (6.1 KM) NORTH-NORTHEAST OF HASTINGS, 3.2 MI
 DM7305'(5.1 KM) WEST-SOUTHWEST OF ELKTON, 1.8 MI (2.9 KM) NORTH OF SPUDS, IN
 DM7305'SECTION 33, TOWNSHIP 8 SOUTH, RANGE 28 EAST.
 DM7305'
 DM7305'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 207 AND COUNTY ROAD
 DM7305'C-13 IN SPUDS, GO NORTH ON COUNTY ROAD 13 FOR 1.7 MI (2.7 KM) TO THE
 DM7305'MARK ON THE RIGHT, SET FLUSH IN THE CULVERT HEADWALL AND 1.0 FT (0.3
 DM7305'M) BELOW THE LEVEL OF COUNTY ROAD 13.
 DM7305'
 DM7305'LOCATED 15.5 FT (4.7 M) EAST OF THE CENTERLINE OF COUNTY ROAD 13 AND
 DM7305'1.0 FT (0.3 M) NORTH OF THE SOUTH END OF THE CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9110 ***********************************************************************
 DN9110  DESIGNATION -  740875
 DN9110  PID         -  DN9110
 DN9110  STATE/COUNTY-  FL/CITRUS
 DN9110  COUNTRY     -  US
 DN9110  USGS QUAD   -  NOBLETON (2018)
 DN9110
 DN9110                         *CURRENT SURVEY CONTROL
 DN9110  ______________________________________________________________________
 DN9110* NAD 83(1986) POSITION- 28 44 49.7    (N) 082 15 45.4    (W)   HD_HELD2
 DN9110* NAVD 88 ORTHO HEIGHT -    13.661 (meters)       44.82  (feet) ADJUSTED
 DN9110  ______________________________________________________________________
 DN9110  GEOID HEIGHT    -        -27.131 (meters)                     GEOID18
 DN9110  DYNAMIC HEIGHT  -         13.641 (meters)       44.75  (feet) COMP
 DN9110  MODELED GRAVITY -    979,220.7   (mgal)                       NAVD 88
 DN9110
 DN9110  VERT ORDER      -  SECOND    CLASS I
 DN9110
 DN9110.The horizontal coordinates were established by autonomous hand held GPS
 DN9110.observations and have an estimated accuracy of +/- 10 meters.
 DN9110
 DN9110.The orthometric height was determined by differential leveling and
 DN9110.adjusted by the NATIONAL GEODETIC SURVEY
 DN9110.in July 2012.
 DN9110
 DN9110.No vertical observational check was made to the station.
 DN9110
 DN9110.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9110.GEOID18 height accuracy estimate available here.
 DN9110
 DN9110.Click photographs - Photos may exist for this station.
 DN9110
 DN9110.The dynamic height is computed by dividing the NAVD 88
 DN9110.geopotential number by the normal gravity value computed on the
 DN9110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9110.degrees latitude (g = 980.6199 gals.).
 DN9110
 DN9110.The modeled gravity was interpolated from observed gravity values.
 DN9110
 DN9110;                    North         East    Units  Estimated Accuracy
 DN9110;SPC FL W     -   489,034.      174,351.      MT  (+/- 10 meters HH2 GPS)
 DN9110
 DN9110_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7671880624(NAD 83)
 DN9110
 DN9110                          SUPERSEDED SURVEY CONTROL
 DN9110
 DN9110.No superseded survey control is available for this station.
 DN9110
 DN9110_MARKER: DD = SURVEY DISK
 DN9110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN9110_STAMPING: 740875 2010
 DN9110_MARK LOGO: SWFWMD
 DN9110_PROJECTION: RECESSED 5 CENTIMETERS
 DN9110_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN9110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN9110+STABILITY: SURFACE MOTION
 DN9110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9110+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2011
 DN9110
 DN9110  HISTORY     - Date     Condition        Report By
 DN9110  HISTORY     - 2010     MONUMENTED       SWFWMD
 DN9110  HISTORY     - 20110418 GOOD             FLDEP
 DN9110
 DN9110                          STATION DESCRIPTION
 DN9110
 DN9110'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9110'THE MARK IS ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHWEST OF RUTLAND, 7.3 MI
 DN9110'(11.7 KM) SOUTHEAST OF INVERNESS, 5.7 MI (9.2 KM) NORTHWEST OF WAHOO,
 DN9110'IN SECTION 13, TOWNSHIP 20 SOUTH, RANGE 20 EAST.
 DN9110'
 DN9110'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (SOUTH
 DN9110'FLORIDA AVENUE) AND COUNTY ROAD 48 IN FLORAL CITY, GO EAST AND
 DN9110'SOUTHEAST ON COUNTY ROAD 48 FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF
 DN9110'EAST TRAILS END ROAD ON THE LEFT.  TURN LEFT ON EAST TRAILS END ROAD
 DN9110'AND GO EAST AND NORTH FOR 0.85 MI (1.4 KM) TO THE FLORAL WATER
 DN9110'STRUCTURE ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A
 DN9110'12-INCH (30 CM) ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW
 DN9110'THE LEVEL OF THE GROUND AND LEVEL WITH THE EAST TRAILS END ROAD.
 DN9110'
 DN9110'LOCATED 170.0 FT (51.8 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DN9110'EAST TRAILS END ROAD, 149.4 FT (45.5 M) EAST-SOUTHEAST OF SURVEY MARK
 DN9110'F 1, 146.0 FT (44.5 M) SOUTHEAST OF A BARB WIRE FENCE AND 3.5 FT (1.1
 DN9110'M) WEST OF A METAL LADDER.
 DN9110'
 DN9110'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8773 ***********************************************************************
 DN8773  DESIGNATION -  740879 A
 DN8773  PID         -  DN8773
 DN8773  STATE/COUNTY-  FL/CITRUS
 DN8773  COUNTRY     -  US
 DN8773  USGS QUAD   -  INVERNESS (2018)
 DN8773
 DN8773                         *CURRENT SURVEY CONTROL
 DN8773  ______________________________________________________________________
 DN8773* NAD 83(1986) POSITION- 28 48 43.6    (N) 082 16 40.0    (W)   HD_HELD2
 DN8773* NAVD 88 ORTHO HEIGHT -    13.049 (meters)       42.81  (feet) ADJUSTED
 DN8773  ______________________________________________________________________
 DN8773  GEOID HEIGHT    -        -27.244 (meters)                     GEOID18
 DN8773  DYNAMIC HEIGHT  -         13.030 (meters)       42.75  (feet) COMP
 DN8773  MODELED GRAVITY -    979,225.4   (mgal)                       NAVD 88
 DN8773
 DN8773  VERT ORDER      -  SECOND    CLASS I
 DN8773
 DN8773.The horizontal coordinates were established by autonomous hand held GPS
 DN8773.observations and have an estimated accuracy of +/- 10 meters.
 DN8773
 DN8773.The orthometric height was determined by differential leveling and
 DN8773.adjusted by the NATIONAL GEODETIC SURVEY
 DN8773.in July 2012.
 DN8773
 DN8773.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8773.GEOID18 height accuracy estimate available here.
 DN8773
 DN8773.Click photographs - Photos may exist for this station.
 DN8773
 DN8773.The dynamic height is computed by dividing the NAVD 88
 DN8773.geopotential number by the normal gravity value computed on the
 DN8773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8773.degrees latitude (g = 980.6199 gals.).
 DN8773
 DN8773.The modeled gravity was interpolated from observed gravity values.
 DN8773
 DN8773;                    North         East    Units  Estimated Accuracy
 DN8773;SPC FL W     -   496,238.      172,886.      MT  (+/- 10 meters HH2 GPS)
 DN8773
 DN8773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7531487839(NAD 83)
 DN8773
 DN8773                          SUPERSEDED SURVEY CONTROL
 DN8773
 DN8773.No superseded survey control is available for this station.
 DN8773
 DN8773_MARKER: DD = SURVEY DISK
 DN8773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8773_STAMPING: 740879 A 2010
 DN8773_MARK LOGO: SWFWMD
 DN8773_PROJECTION: RECESSED 3 CENTIMETERS
 DN8773_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8773+STABILITY: SURFACE MOTION
 DN8773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8773+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2010
 DN8773
 DN8773  HISTORY     - Date     Condition        Report By
 DN8773  HISTORY     - 20100217 MONUMENTED       SWFWMD
 DN8773  HISTORY     - 20101215 GOOD             FLDEP
 DN8773
 DN8773                          STATION DESCRIPTION
 DN8773
 DN8773'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8773'THE MARK IS ABOUT 9.8 MI (15.8 KM) NORTH-NORTHWEST OF WAHOO, 4.8 MI
 DN8773'(7.7 KM) SOUTHWEST OF RUTLAND, 3.6 MI (5.8 KM) EAST-SOUTHEAST OF
 DN8773'INVERNESS, IN SECTION 26, TOWNSHIP 19 SOUTH, RANGE 21 EAST.
 DN8773'
 DN8773'TO REACH THE MARK FROM THE INTERSECTION OF EDEN ROAD AND OLD FLORAL
 DN8773'CITY ROAD IN INVERNESS, GO SOUTH ON OLD FLORAL CITY ROAD FOR 1.7 MI
 DN8773'(2.7 KM) TO THE JUNCTION OF EAST SANDPIPER DRIVE ON THE LEFT.  TURN
 DN8773'LEFT ON EAST SANDPIPER DRIVE AND GO EAST FOR 1.0 MI (1.6 KM) TO THE
 DN8773'JUNCTION OF DRIVEWAY NUMBER 9415 ON THE LEFT (ABOUT 180.0 FT (54.9 M)
 DN8773'WEST OF THE WEST END OF BRIDGE NUMBER 024046.  TURN LEFT ON THE
 DN8773'DRIVEWAY AND GO NORTHEASTERLY FOR ABOUT 200.0 FT (61.0 M) TO THE MARK
 DN8773'ON THE RIGHT IN FRONT OF THE WATER STRUCTURE, SET IN THE TOP OF A
 DN8773'ROUND CONCRETE MONUMENT RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DN8773'GROUND.
 DN8773'
 DN8773'LOCATED 102.7 FT (31.3 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DN8773'DRIVEWAY, 83.3 FT (25.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF EAST
 DN8773'SANDPIPER ROAD, 14.0 FT (4.3 M) WEST OF THE WATER STAFF, 27.4 FT (8.4
 DN8773'M) WEST OF THE WATER MONITORING WELL AND 0.3 FT (9 CM) EAST OF A
 DN8773'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8774 ***********************************************************************
 DN8774  DESIGNATION -  740879 B
 DN8774  PID         -  DN8774
 DN8774  STATE/COUNTY-  FL/CITRUS
 DN8774  COUNTRY     -  US
 DN8774  USGS QUAD   -  INVERNESS (2018)
 DN8774
 DN8774                         *CURRENT SURVEY CONTROL
 DN8774  ______________________________________________________________________
 DN8774* NAD 83(1986) POSITION- 28 48 42.3    (N) 082 16 39.6    (W)   HD_HELD2
 DN8774* NAVD 88 ORTHO HEIGHT -    14.261 (meters)       46.79  (feet) ADJUSTED
 DN8774  ______________________________________________________________________
 DN8774  GEOID HEIGHT    -        -27.244 (meters)                     GEOID18
 DN8774  DYNAMIC HEIGHT  -         14.241 (meters)       46.72  (feet) COMP
 DN8774  MODELED GRAVITY -    979,225.4   (mgal)                       NAVD 88
 DN8774
 DN8774  VERT ORDER      -  SECOND    CLASS I
 DN8774
 DN8774.The horizontal coordinates were established by autonomous hand held GPS
 DN8774.observations and have an estimated accuracy of +/- 10 meters.
 DN8774
 DN8774.The orthometric height was determined by differential leveling and
 DN8774.adjusted by the NATIONAL GEODETIC SURVEY
 DN8774.in July 2012.
 DN8774
 DN8774.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8774.GEOID18 height accuracy estimate available here.
 DN8774
 DN8774.Click photographs - Photos may exist for this station.
 DN8774
 DN8774.The dynamic height is computed by dividing the NAVD 88
 DN8774.geopotential number by the normal gravity value computed on the
 DN8774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8774.degrees latitude (g = 980.6199 gals.).
 DN8774
 DN8774.The modeled gravity was interpolated from observed gravity values.
 DN8774
 DN8774;                    North         East    Units  Estimated Accuracy
 DN8774;SPC FL W     -   496,198.      172,897.      MT  (+/- 10 meters HH2 GPS)
 DN8774
 DN8774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7532487799(NAD 83)
 DN8774
 DN8774                          SUPERSEDED SURVEY CONTROL
 DN8774
 DN8774.No superseded survey control is available for this station.
 DN8774
 DN8774_MARKER: DD = SURVEY DISK
 DN8774_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN8774_SP_SET: BRIDGE ABUTMENT
 DN8774_STAMPING: 740879 B 2010
 DN8774_MARK LOGO: SWFWMD
 DN8774_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN8774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8774+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2010
 DN8774
 DN8774  HISTORY     - Date     Condition        Report By
 DN8774  HISTORY     - 20100217 MONUMENTED       SWFWMD
 DN8774  HISTORY     - 20101215 GOOD             FLDEP
 DN8774
 DN8774                          STATION DESCRIPTION
 DN8774
 DN8774'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8774'THE MARK IS ABOUT 9.8 MI (15.7 KM) NORTH-NORTHWEST OF WAHOO, 4.8 MI
 DN8774'(7.7 KM) SOUTHWEST OF RUTLAND, 3.6 MI (5.8 KM) EAST-SOUTHEAST OF
 DN8774'INVERNESS, IN SECTION 26, TOWNSHIP 19 SOUTH, RANGE 21 EAST.
 DN8774'
 DN8774'TO REACH THE MARK FROM THE INTERSECTION OF EDEN ROAD AND OLD FLORAL
 DN8774'CITY ROAD IN INVERNESS, GO SOUTH ON OLD FLORAL CITY ROAD FOR 1.7 MI
 DN8774'(2.7 KM) TO THE JUNCTION OF EAST SANDPIPER DRIVE ON THE LEFT, TURN
 DN8774'LEFT ON EAST SANDPIPER DRIVE AND GO EAST FOR 1.0 MI (1.6 KM) TO THE
 DN8774'WEST END OF BRIDGE NUMBER 024046 (1987) AND THE MARK ON THE LEFT, SET
 DN8774'IN THE NORTHWEST BRIDGE ABUTMENT 2.0 FT (0.6 M) BELOW THE LEVEL OF
 DN8774'EAST SANDPIPER DRIVE.
 DN8774'
 DN8774'LOCATED 64.1 FT (19.5 M) SOUTH OF SURVEY MARK 740879 B, 18.3 FT (5.6
 DN8774'M) NORTH OF THE APPROXIMATE CENTERLINE OF EAST SANDPIPER ROAD, 9.5 FT
 DN8774'(2.8 M) EAST OF THE WEST END OF THE BRIDGE AND 9.3 FT (2.8 M) EAST OF
 DN8774'A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8768 ***********************************************************************
 DN8768  DESIGNATION -  740881
 DN8768  PID         -  DN8768
 DN8768  STATE/COUNTY-  FL/CITRUS
 DN8768  COUNTRY     -  US
 DN8768  USGS QUAD   -  RUTLAND (2018)
 DN8768
 DN8768                         *CURRENT SURVEY CONTROL
 DN8768  ______________________________________________________________________
 DN8768* NAD 83(1986) POSITION- 28 49 24.7    (N) 082 14 31.8    (W)   HD_HELD2
 DN8768* NAVD 88 ORTHO HEIGHT -    12.648 (meters)       41.50  (feet) ADJUSTED
 DN8768  ______________________________________________________________________
 DN8768  GEOID HEIGHT    -        -27.270 (meters)                     GEOID18
 DN8768  DYNAMIC HEIGHT  -         12.630 (meters)       41.44  (feet) COMP
 DN8768  MODELED GRAVITY -    979,227.8   (mgal)                       NAVD 88
 DN8768
 DN8768  VERT ORDER      -  SECOND    CLASS I
 DN8768
 DN8768.The horizontal coordinates were established by autonomous hand held GPS
 DN8768.observations and have an estimated accuracy of +/- 10 meters.
 DN8768
 DN8768.The orthometric height was determined by differential leveling and
 DN8768.adjusted by the NATIONAL GEODETIC SURVEY
 DN8768.in July 2012.
 DN8768
 DN8768.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8768.GEOID18 height accuracy estimate available here.
 DN8768
 DN8768.Click photographs - Photos may exist for this station.
 DN8768
 DN8768.The dynamic height is computed by dividing the NAVD 88
 DN8768.geopotential number by the normal gravity value computed on the
 DN8768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8768.degrees latitude (g = 980.6199 gals.).
 DN8768
 DN8768.The modeled gravity was interpolated from observed gravity values.
 DN8768
 DN8768;                    North         East    Units  Estimated Accuracy
 DN8768;SPC FL W     -   497,496.      176,365.      MT  (+/- 10 meters HH2 GPS)
 DN8768
 DN8768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7880389067(NAD 83)
 DN8768
 DN8768                          SUPERSEDED SURVEY CONTROL
 DN8768
 DN8768.No superseded survey control is available for this station.
 DN8768
 DN8768_MARKER: DD = SURVEY DISK
 DN8768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8768_STAMPING: 740881 2010
 DN8768_MARK LOGO: SWFWMD
 DN8768_PROJECTION: RECESSED 8 CENTIMETERS
 DN8768_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8768+STABILITY: SURFACE MOTION
 DN8768_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8768+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2010
 DN8768
 DN8768  HISTORY     - Date     Condition        Report By
 DN8768  HISTORY     - 20100204 MONUMENTED       SWFWMD
 DN8768  HISTORY     - 20101215 GOOD             FLDEP
 DN8768
 DN8768                          STATION DESCRIPTION
 DN8768
 DN8768'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8768'THE MARK IS ABOUT 9.6 MI (15.4 KM) NORTH-NORTHWEST OF WAHOO, 5.4 MI
 DN8768'(8.7 KM) EAST OF INVERNESS, 2.7 MI (4.3 KM) SOUTHWEST OF RUTLAND, IN
 DN8768'SECTION 19, TOWNSHIP 19 SOUTH, RANGE 21 EAST.
 DN8768'
 DN8768'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 SOUTH AND
 DN8768'EDEN DRIVE IN INVERNESS, GO EAST ON EDEN DRIVE FOR 0.65 MI (1.0 KM) TO
 DN8768'THE INTERSECTION OF EAST CARNEGIE ROAD.  CONTINUE EASTERLY ON EAST
 DN8768'MOCCASSIN SLOUGH ROAD FOR 3.9 MI (6.3 KM) TO THE ENTRANCE OF THE
 DN8768'FLYING EAGLE WILDLIFE MANAGEMENT AREA AND A LOCKED GATE, PASSING
 DN8768'THROUGH THE GATE.  CONTINUE EAST ON THE ENTRANCE ROAD FOR 0.65 MI (1.0
 DN8768'KM) TO THE EAST END OF A WOODEN BRIDGE AND THE MARK ON THE LEFT, SET
 DN8768'IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.3 FT (9 CM) BELOW THE
 DN8768'GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL OF THE ENTRANCE ROAD.
 DN8768'
 DN8768'LOCATED 33.5 FT (10.2 M) SOUTHWEST OF A CAUTION WATCH FOR WATER CRAFT
 DN8768'SIGN, 13.7 FT (4.2 M) EAST-SOUTHEAST OF A 31-INCH (79 CM) CYPRESS
 DN8768'TREE, 9.4 FT (2.9 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 DN8768'ENTRANCE ROAD, 4.0 FT (1.2 M) NORTH-NORTHEAST OF THE NORTHEASTERN MOST
 DN8768'POST FOR A WOODEN BRIDGE AND 0.8 FT (24 CM) SOUTHEAST OF A CARSONITE
 DN8768'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8762 ***********************************************************************
 DN8762  DESIGNATION -  740883 A
 DN8762  PID         -  DN8762
 DN8762  STATE/COUNTY-  FL/CITRUS
 DN8762  COUNTRY     -  US
 DN8762  USGS QUAD   -  RUTLAND (2018)
 DN8762
 DN8762                         *CURRENT SURVEY CONTROL
 DN8762  ______________________________________________________________________
 DN8762* NAD 83(1986) POSITION- 28 51 01.1    (N) 082 14 36.7    (W)   HD_HELD2
 DN8762* NAVD 88 ORTHO HEIGHT -    13.186 (meters)       43.26  (feet) ADJUSTED
 DN8762  ______________________________________________________________________
 DN8762  GEOID HEIGHT    -        -27.314 (meters)                     GEOID18
 DN8762  DYNAMIC HEIGHT  -         13.168 (meters)       43.20  (feet) COMP
 DN8762  MODELED GRAVITY -    979,229.6   (mgal)                       NAVD 88
 DN8762
 DN8762  VERT ORDER      -  SECOND    CLASS I
 DN8762
 DN8762.The horizontal coordinates were established by autonomous hand held GPS
 DN8762.observations and have an estimated accuracy of +/- 10 meters.
 DN8762
 DN8762.The orthometric height was determined by differential leveling and
 DN8762.adjusted by the NATIONAL GEODETIC SURVEY
 DN8762.in July 2012.
 DN8762
 DN8762.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8762.GEOID18 height accuracy estimate available here.
 DN8762
 DN8762.Click photographs - Photos may exist for this station.
 DN8762
 DN8762.The dynamic height is computed by dividing the NAVD 88
 DN8762.geopotential number by the normal gravity value computed on the
 DN8762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8762.degrees latitude (g = 980.6199 gals.).
 DN8762
 DN8762.The modeled gravity was interpolated from observed gravity values.
 DN8762
 DN8762;                    North         East    Units  Estimated Accuracy
 DN8762;SPC FL W     -   500,464.      176,238.      MT  (+/- 10 meters HH2 GPS)
 DN8762
 DN8762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7870192036(NAD 83)
 DN8762
 DN8762                          SUPERSEDED SURVEY CONTROL
 DN8762
 DN8762.No superseded survey control is available for this station.
 DN8762
 DN8762_MARKER: DD = SURVEY DISK
 DN8762_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN8762_SP_SET: BOX CULVERT
 DN8762_STAMPING: 740883 A 2010
 DN8762_MARK LOGO: SWFWMD
 DN8762_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8762+STABILITY: SURFACE MOTION
 DN8762_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8762+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2010
 DN8762
 DN8762  HISTORY     - Date     Condition        Report By
 DN8762  HISTORY     - 2010     MONUMENTED       SWFWMD
 DN8762  HISTORY     - 20101202 GOOD             FLDEP
 DN8762
 DN8762                          STATION DESCRIPTION
 DN8762
 DN8762'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8762'THE MARK IS ABOUT 11.4 MI (18.3 KM) NORTH-NORTHWEST OF WAHOO, 5.4 MI
 DN8762'(8.7 KM) EAST OF INVERNESS, 1.8 MI (2.9 KM) WEST OF RUTLAND, IN
 DN8762'SECTION 7, TOWNSHIP 19 SOUTH, RANGE 21 EAST.
 DN8762'
 DN8762'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 AND U.S.
 DN8762'HIGHWAY 41 SOUTH IN INVERNESS, GO EAST ON STATE ROAD 44 FOR 5.4 MI
 DN8762'(8.7 KM) TO THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A CONCRETE
 DN8762'BOX CULVERT 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD 44.
 DN8762'
 DN8762'LOCATED 110.0 FT (33.5 M) EAST OF A POWER POLE NUMBER 176326 WITH 3
 DN8762'GUY WIRES AND 1 TRANSFORMER ATTACHED, 48.9 FT (14.9 M) SOUTH OF THE
 DN8762'APPROXIMATE CENTERLINE OF STATE ROAD 44, 39.6 FT (12.1 M) EAST OF THE
 DN8762'WEST END OF THE CONCRETE BOX CULVERT AND 23.2 FT (7.1 M) EAST OF WATER
 DN8762'MONITORING WELL NUMBER 740883.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8763 ***********************************************************************
 DN8763  DESIGNATION -  740883 B
 DN8763  PID         -  DN8763
 DN8763  STATE/COUNTY-  FL/CITRUS
 DN8763  COUNTRY     -  US
 DN8763  USGS QUAD   -  RUTLAND (2018)
 DN8763
 DN8763                         *CURRENT SURVEY CONTROL
 DN8763  ______________________________________________________________________
 DN8763* NAD 83(1986) POSITION- 28 51 02.5    (N) 082 14 37.3    (W)   HD_HELD2
 DN8763* NAVD 88 ORTHO HEIGHT -    12.593 (meters)       41.32  (feet) ADJUSTED
 DN8763  ______________________________________________________________________
 DN8763  GEOID HEIGHT    -        -27.315 (meters)                     GEOID18
 DN8763  DYNAMIC HEIGHT  -         12.576 (meters)       41.26  (feet) COMP
 DN8763  MODELED GRAVITY -    979,229.6   (mgal)                       NAVD 88
 DN8763
 DN8763  VERT ORDER      -  SECOND    CLASS I
 DN8763
 DN8763.The horizontal coordinates were established by autonomous hand held GPS
 DN8763.observations and have an estimated accuracy of +/- 10 meters.
 DN8763
 DN8763.The orthometric height was determined by differential leveling and
 DN8763.adjusted by the NATIONAL GEODETIC SURVEY
 DN8763.in July 2012.
 DN8763
 DN8763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8763.GEOID18 height accuracy estimate available here.
 DN8763
 DN8763.Click photographs - Photos may exist for this station.
 DN8763
 DN8763.The dynamic height is computed by dividing the NAVD 88
 DN8763.geopotential number by the normal gravity value computed on the
 DN8763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8763.degrees latitude (g = 980.6199 gals.).
 DN8763
 DN8763.The modeled gravity was interpolated from observed gravity values.
 DN8763
 DN8763;                    North         East    Units  Estimated Accuracy
 DN8763;SPC FL W     -   500,507.      176,222.      MT  (+/- 10 meters HH2 GPS)
 DN8763
 DN8763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7868592079(NAD 83)
 DN8763
 DN8763                          SUPERSEDED SURVEY CONTROL
 DN8763
 DN8763.No superseded survey control is available for this station.
 DN8763
 DN8763_MARKER: DD = SURVEY DISK
 DN8763_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN8763_SP_SET: BOX CULVERT
 DN8763_STAMPING: 740883 B 2010
 DN8763_MARK LOGO: SWFWMD
 DN8763_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8763+STABILITY: SURFACE MOTION
 DN8763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8763+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2010
 DN8763
 DN8763  HISTORY     - Date     Condition        Report By
 DN8763  HISTORY     - 2010     MONUMENTED       SWFWMD
 DN8763  HISTORY     - 20101202 GOOD             FLDEP
 DN8763
 DN8763                          STATION DESCRIPTION
 DN8763
 DN8763'DESCRIBED BY FL DEPT OF ENV PRO 2010 (PBM)
 DN8763'THE MARK IS ABOUT 11.4 MI (18.3 KM) NORTH-NORTHWEST OF WAHOO, 5.4 MI
 DN8763'(8.7 KM) EAST OF INVERNESS, 1.8 MI (2.9 KM) WEST OF RUTLAND, IN
 DN8763'SECTION 7, TOWNSHIP 19 SOUTH, RANGE 21 EAST.
 DN8763'
 DN8763'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 AND U.S.
 DN8763'HIGHWAY 41 SOUTH IN INVERNESS, GO EAST ON STATE ROAD 44 FOR 5.4 MI
 DN8763'(8.7 KM) TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE
 DN8763'BOX CULVERT 3.0 FT (0.9 M) BELOW THE LEVEL OF STATE ROAD 44.
 DN8763'
 DN8763'LOCATED 54.9 FT (16.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DN8763'ROAD 44, 30.9 FT (9.4 M) EAST OF THE WEST END OF THE CONCRETE BOX
 DN8763'CULVERT, 22.2 FT (6.8 M) WEST OF THE EAST END OF THE BOX CULVERT AND
 DN8763'3.5 FT (1.1 M) EAST OF WATER MONITORING WELL NUMBER 740884.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8595 ***********************************************************************
 DN8595  DESIGNATION -  740885
 DN8595  PID         -  DN8595
 DN8595  STATE/COUNTY-  FL/CITRUS
 DN8595  COUNTRY     -  US
 DN8595  USGS QUAD   -  STOKES FERRY (2018)
 DN8595
 DN8595                         *CURRENT SURVEY CONTROL
 DN8595  ______________________________________________________________________
 DN8595* NAD 83(1986) POSITION- 28 53 02.2    (N) 082 18 09.8    (W)   HD_HELD2
 DN8595* NAVD 88 ORTHO HEIGHT -    12.687 (meters)       41.62  (feet) ADJUSTED
 DN8595  ______________________________________________________________________
 DN8595  GEOID HEIGHT    -        -27.367 (meters)                     GEOID18
 DN8595  DYNAMIC HEIGHT  -         12.669 (meters)       41.56  (feet) COMP
 DN8595  MODELED GRAVITY -    979,229.3   (mgal)                       NAVD 88
 DN8595
 DN8595  VERT ORDER      -  SECOND    CLASS I
 DN8595
 DN8595.The horizontal coordinates were established by autonomous hand held GPS
 DN8595.observations and have an estimated accuracy of +/- 10 meters.
 DN8595
 DN8595.The orthometric height was determined by differential leveling and
 DN8595.adjusted by the NATIONAL GEODETIC SURVEY
 DN8595.in July 2012.
 DN8595
 DN8595.No vertical observational check was made to the station.
 DN8595
 DN8595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8595.GEOID18 height accuracy estimate available here.
 DN8595
 DN8595.Click photographs - Photos may exist for this station.
 DN8595
 DN8595.The dynamic height is computed by dividing the NAVD 88
 DN8595.geopotential number by the normal gravity value computed on the
 DN8595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8595.degrees latitude (g = 980.6199 gals.).
 DN8595
 DN8595.The modeled gravity was interpolated from observed gravity values.
 DN8595
 DN8595;                    North         East    Units  Estimated Accuracy
 DN8595;SPC FL W     -   504,205.      170,472.      MT  (+/- 10 meters HH2 GPS)
 DN8595
 DN8595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7296795825(NAD 83)
 DN8595
 DN8595                          SUPERSEDED SURVEY CONTROL
 DN8595
 DN8595.No superseded survey control is available for this station.
 DN8595
 DN8595_MARKER: DD = SURVEY DISK
 DN8595_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN8595_SP_SET: WALKWAY
 DN8595_STAMPING: 740885 2010
 DN8595_MARK LOGO: SWFWMD
 DN8595_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN8595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8595+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DN8595
 DN8595  HISTORY     - Date     Condition        Report By
 DN8595  HISTORY     - 2010     MONUMENTED       SWFWMD
 DN8595  HISTORY     - 20101201 GOOD             FLDEP
 DN8595
 DN8595                          STATION DESCRIPTION
 DN8595
 DN8595'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN8595'THE MARK IS ABOUT 9.1 MI (14.6 KM) SOUTHEAST OF HOLDER, 5.8 MI (9.3
 DN8595'KM) WEST-NORTHWEST OF RUTLAND, 3.7 MI (6.0 KM) NORTH-NORTHEAST OF
 DN8595'INVERNESS, IN SECTION 34, TOWNSHIP 18 SOUTH, RANGE 20 EAST.
 DN8595'
 DN8595'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 44 WEST AND U.S.
 DN8595'HIGHWAY 41 (NORTH FLORIDA AVENUE) IN INVERNESS, GO NORTH ON U.S.
 DN8595'HIGHWAY 41 (NORTH FLORIDA AVENUE) FOR 0.3 MI (0.5 KM) TO THE JUNCTION
 DN8595'OF ZEPHYR STREET ON THE RIGHT.  TURN RIGHT ON ZEPHYR STREET AND GO
 DN8595'EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF ELLA AVENUE (COUNTY ROAD
 DN8595'581) ON THE LEFT.  TURN LEFT ON ELLA AVENUE (COUNTY ROAD 581) AND GO
 DN8595'NORTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF COUNTY ROAD 581 (EAST
 DN8595'TURNER CAMP ROAD).  CONTINUE NORTHEAST ON COUNTY ROAD 581 (EAST TURNER
 DN8595'CAMP ROAD) FOR 4.25 MI (6.8 KM) TO THE BROGDEN BRIDGE STRUCTURE AND
 DN8595'THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE CATWALK
 DN8595'APPROACH ABOUT 6.0 FT (1.8 M) BELOW THE LEVEL OF COUNTY ROAD 581 (EAST
 DN8595'TURNER CAMP ROAD).
 DN8595'
 DN8595'LOCATED 36.6 FT (11.2 M) NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE
 DN8595'OF COUNTY ROAD 581 (EAST TURNER CAMP ROAD), 23.6 FT (7.2 M) NORTHEAST
 DN8595'OF A WOODEN POWER POLE, 22.3 FT (6.8 M) NORTH-NORTHWEST OF THE METAL
 DN8595'GUARDRAIL, 1.8 FT (0.5 M) EAST OF THE APPROXIMATE CENTER OF THE METAL
 DN8595'CATWALK AND 0.8 FT (24 CM) WEST OF THE SHEET METAL PILING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8570 ***********************************************************************
 DN8570  DESIGNATION -  740888 A
 DN8570  PID         -  DN8570
 DN8570  STATE/COUNTY-  FL/CITRUS
 DN8570  COUNTRY     -  US
 DN8570  USGS QUAD   -  STOKES FERRY (2018)
 DN8570
 DN8570                         *CURRENT SURVEY CONTROL
 DN8570  ______________________________________________________________________
 DN8570* NAD 83(1986) POSITION- 28 57 36.16   (N) 082 21 24.27   (W)   HD_HELD1
 DN8570* NAVD 88 ORTHO HEIGHT -    11.409 (meters)       37.43  (feet) ADJUSTED
 DN8570  ______________________________________________________________________
 DN8570  GEOID HEIGHT    -        -27.496 (meters)                     GEOID18
 DN8570  DYNAMIC HEIGHT  -         11.393 (meters)       37.38  (feet) COMP
 DN8570  MODELED GRAVITY -    979,230.1   (mgal)                       NAVD 88
 DN8570
 DN8570  VERT ORDER      -  SECOND    CLASS I
 DN8570
 DN8570.The horizontal coordinates were determined by differentially corrected
 DN8570.hand held GPS observations or other comparable positioning techniques
 DN8570.and have an estimated accuracy of +/- 3 meters.
 DN8570
 DN8570.The orthometric height was determined by differential leveling and
 DN8570.adjusted by the NATIONAL GEODETIC SURVEY
 DN8570.in July 2012.
 DN8570
 DN8570.No vertical observational check was made to the station.
 DN8570
 DN8570.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8570.GEOID18 height accuracy estimate available here.
 DN8570
 DN8570.Click photographs - Photos may exist for this station.
 DN8570
 DN8570.The dynamic height is computed by dividing the NAVD 88
 DN8570.geopotential number by the normal gravity value computed on the
 DN8570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8570.degrees latitude (g = 980.6199 gals.).
 DN8570
 DN8570.The modeled gravity was interpolated from observed gravity values.
 DN8570
 DN8570;                    North         East    Units  Estimated Accuracy
 DN8570;SPC FL W     -   512,654.2     165,228.0     MT  (+/- 3 meters HH1 GPS) 
 DN8570
 DN8570_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6779604316(NAD 83)
 DN8570
 DN8570                          SUPERSEDED SURVEY CONTROL
 DN8570
 DN8570.No superseded survey control is available for this station.
 DN8570
 DN8570_MARKER: DD = SURVEY DISK
 DN8570_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DN8570_SP_SET: STRUCTURE WINGWALL
 DN8570_STAMPING: 740888 A 2010
 DN8570_MARK LOGO: SWFWMD
 DN8570_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8570+STABILITY: SURFACE MOTION
 DN8570_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8570+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2022
 DN8570
 DN8570  HISTORY     - Date     Condition        Report By
 DN8570  HISTORY     - 2010     MONUMENTED       SWFWMD
 DN8570  HISTORY     - 20101201 GOOD             FLDEP
 DN8570  HISTORY     - 20180619 GOOD             SWFWMD
 DN8570  HISTORY     - 20220809 GOOD             FLDEP
 DN8570
 DN8570                          STATION DESCRIPTION
 DN8570
 DN8570'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN8570'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF DUNNELLON, 8.7 MI
 DN8570'(14.0 KM) NORTH OF INVERNESS, 3.9 MI (6.3 KM) EAST OF HOLDER, IN
 DN8570'SECTION 1, TOWNSHIP 18 SOUTH, RANGE 19 EAST.
 DN8570'
 DN8570'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 491 AND STATE ROAD
 DN8570'200 ABOUT 1.5 MI (2.4 KM) NORTHEAST OF HERNANDO, GO SOUTHWEST ON STATE
 DN8570'ROAD 200 FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF ORCHID STREET ON THE
 DN8570'LEFT.  TURN LEFT ON ORCHID STREET AND GO EAST AND SOUTH FOR 0.6 MI
 DN8570'(1.0 KM) TO THE JUNCTION OF EAST SHOREWOOD DRIVE ON THE LEFT.  TURN
 DN8570'LEFT ON EAST SHOREWOOD DRIVE AND GO EAST FOR 0.8 MI (1.3 KM) TO THE
 DN8570'VAN NESS STRUCTURE AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF
 DN8570'A CONCRETE WING WALL ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL OF EAST
 DN8570'SHOREWOOD DRIVE.
 DN8570'
 DN8570'LOCATED 22.0 FT (6.7 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DN8570'OF EAST SHOREWOOD DRIVE, 13.0 FT (4.0 M) EAST OF A WOODEN POWER POLE
 DN8570'NUMBER 419526 AND 5.5 FT (1.7 M) SOUTHWEST OF AN ADHESIVE WITNESS
 DN8570'POST.
 DN8570
 DN8570                          STATION RECOVERY (2018)
 DN8570
 DN8570'RECOVERY NOTE BY SW FL WTR MGMT DIST 2018 (WO)
 DN8570'RECOVERED IN GOOD CONDITION.
 DN8570
 DN8570                          STATION RECOVERY (2022)
 DN8570
 DN8570'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (GF)
 DN8570'BAD VISIBILITY FROM STRUCTURE AND TREES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8571 ***********************************************************************
 DN8571  DESIGNATION -  740888 B
 DN8571  PID         -  DN8571
 DN8571  STATE/COUNTY-  FL/CITRUS
 DN8571  COUNTRY     -  US
 DN8571  USGS QUAD   -  STOKES FERRY (2018)
 DN8571
 DN8571                         *CURRENT SURVEY CONTROL
 DN8571  ______________________________________________________________________
 DN8571* NAD 83(1986) POSITION- 28 57 36.5    (N) 082 21 24.0    (W)   HD_HELD2
 DN8571* NAVD 88 ORTHO HEIGHT -    13.441 (meters)       44.10  (feet) ADJUSTED
 DN8571  ______________________________________________________________________
 DN8571  GEOID HEIGHT    -        -27.496 (meters)                     GEOID18
 DN8571  DYNAMIC HEIGHT  -         13.422 (meters)       44.04  (feet) COMP
 DN8571  MODELED GRAVITY -    979,230.1   (mgal)                       NAVD 88
 DN8571
 DN8571  VERT ORDER      -  SECOND    CLASS I
 DN8571
 DN8571.The horizontal coordinates were established by autonomous hand held GPS
 DN8571.observations and have an estimated accuracy of +/- 10 meters.
 DN8571
 DN8571.The orthometric height was determined by differential leveling and
 DN8571.adjusted by the NATIONAL GEODETIC SURVEY
 DN8571.in July 2012.
 DN8571
 DN8571.No vertical observational check was made to the station.
 DN8571
 DN8571.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8571.GEOID18 height accuracy estimate available here.
 DN8571
 DN8571.Click photographs - Photos may exist for this station.
 DN8571
 DN8571.The dynamic height is computed by dividing the NAVD 88
 DN8571.geopotential number by the normal gravity value computed on the
 DN8571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8571.degrees latitude (g = 980.6199 gals.).
 DN8571
 DN8571.The modeled gravity was interpolated from observed gravity values.
 DN8571
 DN8571;                    North         East    Units  Estimated Accuracy
 DN8571;SPC FL W     -   512,665.      165,235.      MT  (+/- 10 meters HH2 GPS)
 DN8571
 DN8571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN6780304327(NAD 83)
 DN8571
 DN8571                          SUPERSEDED SURVEY CONTROL
 DN8571
 DN8571.No superseded survey control is available for this station.
 DN8571
 DN8571_STAMPING: 740888 B 2010
 DN8571_MARK LOGO: SWFWMD
 DN8571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8571+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DN8571
 DN8571  HISTORY     - Date     Condition        Report By
 DN8571  HISTORY     - 2010     MONUMENTED       SWFWMD
 DN8571  HISTORY     - 20101201 GOOD             FLDEP
 DN8571  HISTORY     - 20171219 MARK NOT FOUND   SWFWMD
 DN8571  HISTORY     - 20180809 MARK NOT FOUND   SFLWMD
 DN8571
 DN8571                          STATION DESCRIPTION
 DN8571
 DN8571'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN8571'THE MARK IS ABOUT 8.8 MI (14.2 KM) SOUTHEAST OF DUNNELLON, 8.7 MI
 DN8571'(14.0 KM) NORTH OF INVERNESS, 3.9 MI (6.3 KM) EAST OF HOLDER, IN
 DN8571'SECTION 1, TOWNSHIP 18 SOUTH, RANGE 19 EAST.
 DN8571'
 DN8571'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 491 AND STATE ROAD
 DN8571'200 ABOUT 1.5 MI (2.4 KM) NORTHEAST OF HERNANDO, GO SOUTHWEST ON STATE
 DN8571'ROAD 200 FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF ORCHID STREET ON THE
 DN8571'LEFT.  TURN LEFT ON ORCHID STREET AND GO EAST AND SOUTH FOR 0.6 MI
 DN8571'(1.0 KM) TO THE JUNCTION OF EAST SHOREWOOD DRIVE ON THE LEFT.  TURN
 DN8571'LEFT ON EAST SHOREWOOD DRIVE AND GO EAST FOR 0.8 MI (1.3 KM) TO THE
 DN8571'VAN NESS STRUCTURE AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A
 DN8571'CONCRETE GUARDRAIL ABOUT 2.8 FT (0.9 M) ABOVE THE LEVEL OF EAST
 DN8571'SHOREWOOD DRIVE.
 DN8571'
 DN8571'LOCATED 20.5 FT (6.2 M) SOUTH OF A WATER STAFF GAGE, 15.0 FT (4.6 M)
 DN8571'NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF EAST SHOREWOOD DRIVE,
 DN8571'9.1 FT (2.8 M) WEST OF AN ADHESIVE WITNESS POST AND 9.0 FT (2.7 M)
 DN8571'WEST OF THE EAST END OF THE CONCRETE GUARDRAIL.
 DN8571
 DN8571                          STATION RECOVERY (2017)
 DN8571
 DN8571'RECOVERY NOTE BY SW FL WTR MGMT DIST 2017 (WO)
 DN8571'THIS MARK HAS BEEN DESTROYED.  THE DISC WAS BROKEN FROM ITS MOUNTING
 DN8571'PLACE IN THE HEADWALL.
 DN8571
 DN8571                          STATION RECOVERY (2018)
 DN8571
 DN8571'RECOVERY NOTE BY S FL WATER MGMT DIST 2018 (TM)
 DN8571'MARK NOT FOUND.  HOLE IN CONCRETE GUARDRAIL WHERE MARK USED TO BE,
 DN8571'DISK GONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9314 ***********************************************************************
 DO9314  DESIGNATION -  749820 A
 DO9314  PID         -  DO9314
 DO9314  STATE/COUNTY-  FL/POLK
 DO9314  COUNTRY     -  US
 DO9314  USGS QUAD   -  BEREAH (2018)
 DO9314
 DO9314                         *CURRENT SURVEY CONTROL
 DO9314  ______________________________________________________________________
 DO9314* NAD 83(1986) POSITION- 27 41 26.6    (N) 081 40 59.8    (W)   HD_HELD2
 DO9314* NAVD 88 ORTHO HEIGHT -    40.830 (meters)      133.96  (feet) ADJUSTED
 DO9314  ______________________________________________________________________
 DO9314  GEOID HEIGHT    -        -25.729 (meters)                     GEOID18
 DO9314  DYNAMIC HEIGHT  -         40.768 (meters)      133.75  (feet) COMP
 DO9314  MODELED GRAVITY -    979,148.9   (mgal)                       NAVD 88
 DO9314
 DO9314  VERT ORDER      -  FIRST     CLASS II
 DO9314
 DO9314.The horizontal coordinates were established by autonomous hand held GPS
 DO9314.observations and have an estimated accuracy of +/- 10 meters.
 DO9314
 DO9314.The orthometric height was determined by differential leveling and
 DO9314.adjusted by the NATIONAL GEODETIC SURVEY
 DO9314.in December 2013.
 DO9314
 DO9314.No vertical observational check was made to the station.
 DO9314
 DO9314.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9314.GEOID18 height accuracy estimate available here.
 DO9314
 DO9314.Click photographs - Photos may exist for this station.
 DO9314
 DO9314.The dynamic height is computed by dividing the NAVD 88
 DO9314.geopotential number by the normal gravity value computed on the
 DO9314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9314.degrees latitude (g = 980.6199 gals.).
 DO9314
 DO9314.The modeled gravity was interpolated from observed gravity values.
 DO9314
 DO9314;                    North         East    Units  Estimated Accuracy
 DO9314;SPC FL W     -   371,978.      231,240.      MT  (+/- 10 meters HH2 GPS)
 DO9314
 DO9314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3262663129(NAD 83)
 DO9314
 DO9314                          SUPERSEDED SURVEY CONTROL
 DO9314
 DO9314.No superseded survey control is available for this station.
 DO9314
 DO9314_MARKER: DD = SURVEY DISK
 DO9314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9314_STAMPING: SID 749820 A 2010
 DO9314_MARK LOGO: SWFWMD
 DO9314_PROJECTION: RECESSED 5 CENTIMETERS
 DO9314_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9314+STABILITY: SURFACE MOTION
 DO9314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9314+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2013
 DO9314
 DO9314  HISTORY     - Date     Condition        Report By
 DO9314  HISTORY     - 2010     MONUMENTED       SWFWMD
 DO9314  HISTORY     - 20130129 GOOD             FLDEP
 DO9314
 DO9314                          STATION DESCRIPTION
 DO9314
 DO9314'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9314'THE MARK IS ABOUT 10.1 MI (16.3 KM) WEST-SOUTHWEST OF FROSTPROOF, 9.4
 DO9314'MI (15.1 KM) EAST-NORTHEAST OF BOWLING GREEN, 4.1 MI (6.6 KM)
 DO9314'WEST-NORTHWEST OF BEREAH, IN SECTION 14, TOWNSHIP 32 SOUTH, RANGE 26
 DO9314'EAST.
 DO9314'
 DO9314'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, U.S.
 DO9314'HIGHWAY 98 AND COUNTY ROAD 630 IN WEST FROSTPROOF, GO WEST ON U.S.
 DO9314'HIGHWAY 98 FOR 7.5 MI (12.1 KM) TO THE INTERSECTION OF AVON PARK
 DO9314'CUTOFF ROAD ON THE LEFT AND BUFFUM CHURCH ROAD ON THE RIGHT.  TURN
 DO9314'LEFT ON AVON PARK CUTOFF ROAD AND GO SOUTH FOR 3.8 MI (6.1 KM) TO THE
 DO9314'JUNCTION OF BILLY BOULEVARD AND THE MARK ON THE LEFT.  THE MARK CAN
 DO9314'ALSO BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 17, COUNTY ROAD
 DO9314'630 AND U.S. HIGHWAY 98 IN FORT MEADE, GO EAST ON U.S. HIGHWAY 98 FOR
 DO9314'7.1 MI (11.4 KM) TO THE INTERSECTION OF AVON PARK CUTOFF ROAD ON THE
 DO9314'RIGHT AND BUFFUM CHURCH ROAD ON THE LEFT.  TURN RIGHT ON AVON PARK
 DO9314'CUTOFF ROAD AND GO SOUTH AND EAST FOR 3.8 MI (6.1 KM) TO THE JUNCTION
 DO9314'OF BILLY BOULEVARD ON THE LEFT, (THIS IS ALSO THE ENTRANCE TO THE
 DO9314'FLORIDA FLY WHEELER ANTIQUE ENGINE MUSEUM).  TURN LEFT ON BILLY
 DO9314'BOULEVARD AND GO NORTH FOR ABOUT 200.0 FT (61.0 M) TO THE MARK ON THE
 DO9314'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6
 DO9314'CM) BELOW WITH THE LEVEL OF THE GROUND AND LEVEL WITH BILLY BOULEVARD.
 DO9314'LOCATED 99.0 FT (30.2 M) WEST OF THE APPROXIMATE CENTERLINE OF BILLY
 DO9314'BOULEVARD, 60.0 FT (18.3 M) SOUTHWEST OF A 12-INCH (30 CM) DIAMETER
 DO9314'PALM TREE, 57.2 FT (17.4 M) SOUTH OF SURVEY MARK 749820 B, 4.3 FT (1.3
 DO9314'M) SOUTHWEST OF WATER MONITORING WELL 749820 AND 1.2 FT (0.4 M) EAST
 DO9314'OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9313 ***********************************************************************
 DO9313  DESIGNATION -  749820 B
 DO9313  PID         -  DO9313
 DO9313  STATE/COUNTY-  FL/POLK
 DO9313  COUNTRY     -  US
 DO9313  USGS QUAD   -  BEREAH (2018)
 DO9313
 DO9313                         *CURRENT SURVEY CONTROL
 DO9313  ______________________________________________________________________
 DO9313* NAD 83(1986) POSITION- 27 41 27.1    (N) 081 40 59.9    (W)   HD_HELD2
 DO9313* NAVD 88 ORTHO HEIGHT -    40.780 (meters)      133.79  (feet) ADJUSTED
 DO9313  ______________________________________________________________________
 DO9313  GEOID HEIGHT    -        -25.729 (meters)                     GEOID18
 DO9313  DYNAMIC HEIGHT  -         40.719 (meters)      133.59  (feet) COMP
 DO9313  MODELED GRAVITY -    979,148.9   (mgal)                       NAVD 88
 DO9313
 DO9313  VERT ORDER      -  FIRST     CLASS II
 DO9313
 DO9313.The horizontal coordinates were established by autonomous hand held GPS
 DO9313.observations and have an estimated accuracy of +/- 10 meters.
 DO9313
 DO9313.The orthometric height was determined by differential leveling and
 DO9313.adjusted by the NATIONAL GEODETIC SURVEY
 DO9313.in December 2013.
 DO9313
 DO9313.No vertical observational check was made to the station.
 DO9313
 DO9313.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9313.GEOID18 height accuracy estimate available here.
 DO9313
 DO9313.Click photographs - Photos may exist for this station.
 DO9313
 DO9313.The dynamic height is computed by dividing the NAVD 88
 DO9313.geopotential number by the normal gravity value computed on the
 DO9313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9313.degrees latitude (g = 980.6199 gals.).
 DO9313
 DO9313.The modeled gravity was interpolated from observed gravity values.
 DO9313
 DO9313;                    North         East    Units  Estimated Accuracy
 DO9313;SPC FL W     -   371,993.      231,237.      MT  (+/- 10 meters HH2 GPS)
 DO9313
 DO9313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3262463144(NAD 83)
 DO9313
 DO9313                          SUPERSEDED SURVEY CONTROL
 DO9313
 DO9313.No superseded survey control is available for this station.
 DO9313
 DO9313_MARKER: DD = SURVEY DISK
 DO9313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9313_STAMPING: SID 749820 B 2010
 DO9313_MARK LOGO: SWFWMD
 DO9313_PROJECTION: FLUSH
 DO9313_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9313+STABILITY: SURFACE MOTION
 DO9313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9313+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2013
 DO9313
 DO9313  HISTORY     - Date     Condition        Report By
 DO9313  HISTORY     - 2010     MONUMENTED       SWFWMD
 DO9313  HISTORY     - 20130129 GOOD             FLDEP
 DO9313
 DO9313                          STATION DESCRIPTION
 DO9313
 DO9313'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9313'THE MARK IS ABOUT 10.1 MI (16.3 KM) WEST-SOUTHWEST OF FROSTPROOF, 9.4
 DO9313'MI (15.1 KM) EAST-NORTHEAST OF BOWLING GREEN, 4.1 MI (6.6 KM)
 DO9313'WEST-NORTHWEST OF BEREAH, IN SECTION 14, TOWNSHIP 32 SOUTH, RANGE 26
 DO9313'EAST.
 DO9313'
 DO9313'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, U.S.
 DO9313'HIGHWAY 98 AND COUNTY ROAD 630 IN WEST FROSTPROOF, GO WEST ON U.S.
 DO9313'HIGHWAY 98 FOR 7.5 MI (12.1 KM) TO THE INTERSECTION OF AVON PARK
 DO9313'CUTOFF ROAD ON THE LEFT AND BUFFUM CHURCH ROAD ON THE RIGHT.  TURN
 DO9313'LEFT ON AVON PARK CUTOFF ROAD AND GO SOUTH FOR 3.8 MI (6.1 KM) TO THE
 DO9313'JUNCTION OF BILLY BOULEVARD AND THE MARK ON THE LEFT.  THE MARK CAN
 DO9313'ALSO BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 17, COUNTY ROAD
 DO9313'630 AND U.S. HIGHWAY 98 IN FORT MEADE, GO EAST ON U.S. HIGHWAY 98 FOR
 DO9313'7.1 MI (11.4 KM) TO THE INTERSECTION OF AVON PARK CUTOFF ROAD ON THE
 DO9313'RIGHT AND BUFFUM CHURCH ROAD ON THE LEFT.  TURN RIGHT ON AVON PARK
 DO9313'CUTOFF ROAD AND GO SOUTH AND EAST FOR 3.8 MI (6.1 KM) TO THE JUNCTION
 DO9313'OF BILLY BOULEVARD ON THE LEFT, (THIS IS ALSO THE ENTRANCE TO THE
 DO9313'FLORIDA FLY WHEELER ANTIQUE ENGINE MUSEUM).  TURN LEFT ON BILLY
 DO9313'BOULEVARD AND GO NORTH FOR ABOUT 250.0 FT (76.2 M) TO THE MARK ON THE
 DO9313'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DO9313'GROUND AND LEVEL WITH BILLY BOULEVARD.
 DO9313'
 DO9313'LOCATED 117.0 FT (35.7 M) WEST OF THE APPROXIMATE CENTERLINE OF BILLY
 DO9313'BOULEVARD, 57.7 FT (17.6 M) WEST OF A 12-INCH (30 CM) DIAMETER PALM
 DO9313'TREE, 57.2 FT (17.4 M) NORTH OF SURVEY MARK 749820 A, 54.8 FT (16.7 M)
 DO9313'NORTH OF A WATER MONITORING WELL AND 2.0 FT (0.6 M) EAST OF A
 DO9313'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9200 ***********************************************************************
 DO9200  DESIGNATION -  749822 A
 DO9200  PID         -  DO9200
 DO9200  STATE/COUNTY-  FL/POLK
 DO9200  COUNTRY     -  US
 DO9200  USGS QUAD   -  ALTURAS (2018)
 DO9200
 DO9200                         *CURRENT SURVEY CONTROL
 DO9200  ______________________________________________________________________
 DO9200* NAD 83(1986) POSITION- 27 46 35.1    (N) 081 38 46.4    (W)   HD_HELD2
 DO9200* NAVD 88 ORTHO HEIGHT -    39.591 (meters)      129.89  (feet) ADJUSTED
 DO9200  ______________________________________________________________________
 DO9200  GEOID HEIGHT    -        -26.013 (meters)                     GEOID18
 DO9200  DYNAMIC HEIGHT  -         39.532 (meters)      129.70  (feet) COMP
 DO9200  MODELED GRAVITY -    979,150.5   (mgal)                       NAVD 88
 DO9200
 DO9200  VERT ORDER      -  FIRST     CLASS II
 DO9200
 DO9200.The horizontal coordinates were established by autonomous hand held GPS
 DO9200.observations and have an estimated accuracy of +/- 10 meters.
 DO9200
 DO9200.The orthometric height was determined by differential leveling and
 DO9200.adjusted by the NATIONAL GEODETIC SURVEY
 DO9200.in December 2013.
 DO9200
 DO9200.No vertical observational check was made to the station.
 DO9200
 DO9200.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9200.GEOID18 height accuracy estimate available here.
 DO9200
 DO9200.Click photographs - Photos may exist for this station.
 DO9200
 DO9200.The dynamic height is computed by dividing the NAVD 88
 DO9200.geopotential number by the normal gravity value computed on the
 DO9200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9200.degrees latitude (g = 980.6199 gals.).
 DO9200
 DO9200.The modeled gravity was interpolated from observed gravity values.
 DO9200
 DO9200;                    North         East    Units  Estimated Accuracy
 DO9200;SPC FL W     -   381,484.      234,868.      MT  (+/- 10 meters HH2 GPS)
 DO9200
 DO9200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3633072602(NAD 83)
 DO9200
 DO9200                          SUPERSEDED SURVEY CONTROL
 DO9200
 DO9200.No superseded survey control is available for this station.
 DO9200
 DO9200_MARKER: DD = SURVEY DISK
 DO9200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9200_STAMPING: SID 749822 A 2010
 DO9200_MARK LOGO: SWFWMD
 DO9200_PROJECTION: RECESSED 3 CENTIMETERS
 DO9200_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9200+STABILITY: SURFACE MOTION
 DO9200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9200+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2013
 DO9200
 DO9200  HISTORY     - Date     Condition        Report By
 DO9200  HISTORY     - 2010     MONUMENTED       SWFWMD
 DO9200  HISTORY     - 20130303 GOOD             FLDEP
 DO9200
 DO9200                          STATION DESCRIPTION
 DO9200
 DO9200'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9200'THE MARK IS ABOUT 8.1 MI (13.0 KM) NORTH OF BEREAH, 7.8 MI (12.6 KM)
 DO9200'SOUTH-SOUTHEAST OF ALTURAS, 7.4 MI (11.9 KM) WEST-NORTHWEST OF
 DO9200'FROSTPROOF, IN SECTION 19, TOWNSHIP 31 SOUTH, RANGE 27 EAST.
 DO9200'
 DO9200'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 OVERPASS
 DO9200'AND U.S. HIGHWAY 27 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.9
 DO9200'MI (6.3 KM) TO THE INTERSECTION OF COUNTY ROAD 640 (ALTURAS BABSON
 DO9200'PARK CUTOFF ROAD).  TURN RIGHT ON COUNTY ROAD 640 (ALTURAS BABSON PARK
 DO9200'CUTOFF ROAD) AND GO WEST FOR 3.5 MI (5.6 KM) TO THE JUNCTION OF LAKE
 DO9200'BUFFUM ROAD EAST ON THE LEFT.  TURN LEFT ON LAKE BUFFUM ROAD EAST AND
 DO9200'GO SOUTH FOR 1.75 MI (2.8 KM) TO THE Y-JUNCTION OF LAKE BUFFUM ROAD
 DO9200'NORTH ON THE RIGHT AND LAKE BUFFUM ROAD EAST ON THE LEFT, BEAR LEFT ON
 DO9200'LAKE BUFFUM ROAD EAST AND GO EAST AND SOUTH FOR 2.9 MI (4.7 KM) TO THE
 DO9200'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED
 DO9200'0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND 3.0 FT (0.9 M) BELOW
 DO9200'THE LEVEL OF LAKE BUFFUM ROAD EAST.
 DO9200'
 DO9200'LOCATED 68.0 FT (20.7 M) SOUTH OF SURVEY MARK 749822 B, 36.6 FT (11.2
 DO9200'M) EAST OF THE APPROXIMATE CENTERLINE OF LAKE BUFFUM ROAD EAST, 25.4
 DO9200'FT (7.7 M) EAST OF THE EDGE OF THE PAVEMENT, 8.5 FT (2.6 M) EAST OF
 DO9200'THE BARBED WIRE FENCE, 6.3 FT (1.9 M) NORTH OF THE BARBED WIRE FENCE
 DO9200'AND 0.5 FT (15 CM) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9199 ***********************************************************************
 DO9199  DESIGNATION -  749822 B
 DO9199  PID         -  DO9199
 DO9199  STATE/COUNTY-  FL/POLK
 DO9199  COUNTRY     -  US
 DO9199  USGS QUAD   -  ALTURAS (2018)
 DO9199
 DO9199                         *CURRENT SURVEY CONTROL
 DO9199  ______________________________________________________________________
 DO9199* NAD 83(1986) POSITION- 27 46 35.6    (N) 081 38 46.0    (W)   HD_HELD2
 DO9199* NAVD 88 ORTHO HEIGHT -    39.713 (meters)      130.29  (feet) ADJUSTED
 DO9199  ______________________________________________________________________
 DO9199  GEOID HEIGHT    -        -26.014 (meters)                     GEOID18
 DO9199  DYNAMIC HEIGHT  -         39.653 (meters)      130.09  (feet) COMP
 DO9199  MODELED GRAVITY -    979,150.5   (mgal)                       NAVD 88
 DO9199
 DO9199  VERT ORDER      -  FIRST     CLASS II
 DO9199
 DO9199.The horizontal coordinates were established by autonomous hand held GPS
 DO9199.observations and have an estimated accuracy of +/- 10 meters.
 DO9199
 DO9199.The orthometric height was determined by differential leveling and
 DO9199.adjusted by the NATIONAL GEODETIC SURVEY
 DO9199.in December 2013.
 DO9199
 DO9199.No vertical observational check was made to the station.
 DO9199
 DO9199.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9199.GEOID18 height accuracy estimate available here.
 DO9199
 DO9199.Click photographs - Photos may exist for this station.
 DO9199
 DO9199.The dynamic height is computed by dividing the NAVD 88
 DO9199.geopotential number by the normal gravity value computed on the
 DO9199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9199.degrees latitude (g = 980.6199 gals.).
 DO9199
 DO9199.The modeled gravity was interpolated from observed gravity values.
 DO9199
 DO9199;                    North         East    Units  Estimated Accuracy
 DO9199;SPC FL W     -   381,499.      234,879.      MT  (+/- 10 meters HH2 GPS)
 DO9199
 DO9199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3634172617(NAD 83)
 DO9199
 DO9199                          SUPERSEDED SURVEY CONTROL
 DO9199
 DO9199.No superseded survey control is available for this station.
 DO9199
 DO9199_MARKER: DD = SURVEY DISK
 DO9199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9199_STAMPING: SID749822 B 2010
 DO9199_MARK LOGO: SWFWMD
 DO9199_PROJECTION: RECESSED 3 CENTIMETERS
 DO9199_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9199+STABILITY: SURFACE MOTION
 DO9199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9199+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2013
 DO9199
 DO9199  HISTORY     - Date     Condition        Report By
 DO9199  HISTORY     - 2010     MONUMENTED       SWFWMD
 DO9199  HISTORY     - 20130303 GOOD             FLDEP
 DO9199
 DO9199                          STATION DESCRIPTION
 DO9199
 DO9199'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9199'THE MARK IS ABOUT 8.1 MI (13.0 KM) NORTH OF BEREAH, 7.8 MI (12.6 KM)
 DO9199'SOUTH-SOUTHEAST OF ALTURAS, 7.4 MI (11.9 KM) WEST-NORTHWEST OF
 DO9199'FROSTPROOF, IN SECTION 20, TOWNSHIP 31 SOUTH, RANGE 27 EAST.
 DO9199'
 DO9199'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 OVERPASS
 DO9199'AND U.S. HIGHWAY 27 IN LAKE WALES, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.9
 DO9199'MI (6.3 KM) TO THE INTERSECTION OF COUNTY ROAD 640 (ALTURAS BABSON
 DO9199'PARK CUTOFF ROAD).  TURN RIGHT ON COUNTY ROAD 640 (ALTURAS BABSON PARK
 DO9199'CUTOFF ROAD) AND GO WEST FOR 3.5 MI (5.6 KM) TO THE JUNCTION OF LAKE
 DO9199'BUFFUM ROAD EAST ON THE LEFT.  TURN LEFT ON LAKE BUFFUM ROAD EAST AND
 DO9199'GO SOUTH FOR 1.75 MI (2.8 KM) TO THE Y-JUNCTION OF LAKE BUFFUM ROAD
 DO9199'NORTH ON THE RIGHT AND LAKE BUFFUM ROAD EAST ON THE LEFT, BEAR LEFT ON
 DO9199'LAKE BUFFUM ROAD EAST AND GO EAST AND SOUTH FOR 2.9 MI (4.7 KM) TO THE
 DO9199'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED
 DO9199'0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW
 DO9199'THE LEVEL OF LAKE BUFFUM ROAD EAST.
 DO9199'
 DO9199'LOCATED 68.0 FT (20.7 M) NORTH OF SURVEY MARK 749822 A, 28.0 FT (8.5
 DO9199'M) EAST OF THE APPROXIMATE CENTERLINE OF LAKE BUFFUM ROAD EAST, 7.1 FT
 DO9199'(2.2 M) EAST OF THE EDGE OF THE PAVEMENT, 1.0 FT (0.3 M) EAST OF THE
 DO9199'BARBED WIRE FENCE AND 0.5 FT (15 CM) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB5103 ***********************************************************************
 AB5103  DESIGNATION -  75 JAS
 AB5103  PID         -  AB5103
 AB5103  STATE/COUNTY-  FL/MARION
 AB5103  COUNTRY     -  US
 AB5103  USGS QUAD   -  LYNNE (2018)
 AB5103
 AB5103                         *CURRENT SURVEY CONTROL
 AB5103  ______________________________________________________________________
 AB5103* NAD 83(1986) POSITION- 29 12 46.     (N) 081 57 18.     (W)   SCALED
 AB5103* NAVD 88 ORTHO HEIGHT -    18.725 (meters)       61.43  (feet) ADJUSTED
 AB5103  ______________________________________________________________________
 AB5103  GEOID HEIGHT    -        -28.028 (meters)                     GEOID18
 AB5103  DYNAMIC HEIGHT  -         18.699 (meters)       61.35  (feet) COMP
 AB5103  MODELED GRAVITY -    979,251.8   (mgal)                       NAVD 88
 AB5103
 AB5103  VERT ORDER      -  FIRST     CLASS II
 AB5103
 AB5103.The horizontal coordinates were scaled from a map and have
 AB5103.an estimated accuracy of +/- 6 seconds.
 AB5103
 AB5103.The orthometric height was determined by differential leveling and
 AB5103.adjusted by the NATIONAL GEODETIC SURVEY
 AB5103.in July 2011.
 AB5103
 AB5103.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB5103.GEOID18 height accuracy estimate available here.
 AB5103
 AB5103.Click photographs - Photos may exist for this station.
 AB5103
 AB5103.The dynamic height is computed by dividing the NAVD 88
 AB5103.geopotential number by the normal gravity value computed on the
 AB5103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB5103.degrees latitude (g = 980.6199 gals.).
 AB5103
 AB5103.The modeled gravity was interpolated from observed gravity values.
 AB5103
 AB5103;                    North         East    Units  Estimated Accuracy
 AB5103;SPC FL W     -   540,610.      204,380.      MT  (+/- 180 meters Scaled)
 AB5103
 AB5103_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN071319(NAD 83)
 AB5103
 AB5103                          SUPERSEDED SURVEY CONTROL
 AB5103
 AB5103  NAVD 88 (09/23/96)   18.727  (m)           61.44   (f) SUPERSEDED  2 1
 AB5103
 AB5103.Superseded values are not recommended for survey control.
 AB5103
 AB5103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB5103.See file dsdata.pdf to determine how the superseded data were derived.
 AB5103
 AB5103_MARKER: DB = BENCH MARK DISK
 AB5103_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB5103_SP_SET: CULVERT HEADWALL
 AB5103_STAMPING: 75 JAS 1966 62
 AB5103_MARK LOGO: USGS
 AB5103_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB5103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB5103+STABILITY: SURFACE MOTION
 AB5103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB5103+SATELLITE: SATELLITE OBSERVATIONS - April 14, 2005
 AB5103
 AB5103  HISTORY     - Date     Condition        Report By
 AB5103  HISTORY     - 1966     MONUMENTED       USGS
 AB5103  HISTORY     - 19931228 GOOD             FLDEP
 AB5103  HISTORY     - 20000427 GOOD             FLDEP
 AB5103  HISTORY     - 20050414 GOOD             FLDEP
 AB5103
 AB5103                          STATION DESCRIPTION
 AB5103
 AB5103'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AB5103'THE MARK IS ABOUT 6.3 MI (10.1 KM) EAST OF SILVER SPRINGS, 2.7 MI (4.3
 AB5103'KM) NORTHWEST OF LYNNE IN SECTION 6, TOWNSHIP 15 SOUTH, RANGE 24 EAST.
 AB5103'TO REACH THE MARK FROM THE T-JUNCTION OF STATE ROAD 40 AND COUNTY ROAD
 AB5103'326 (1.5 MI EAST OF SILVER SPRINGS) , GO EAST ON STATE ROAD 40 FOR 4.9
 AB5103'MI (7.9 KM) TO THE MARK ON THE RIGHT.  THE MARK CAN ALSO BE REACHED
 AB5103'FROM THE INTERSECTION OF STATE ROAD 40 AND COUNTY ROAD 314A, (IN
 AB5103'FOREST CORNERS) GO NORTHWEST ON STATE ROAD 40 FOR 4.65 MI (7.48 KM) TO
 AB5103'THE MARK ON THE LEFT, SET IN TOP OF THE CONCRETE CULVERT HEADWALL
 AB5103'APPROXIMATELY 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD 40, 35.0 FT
 AB5103'(10.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 40, 15.0 FT
 AB5103'(4.6 M) NORTHWEST OF A POWER POLE NUMBER G284, 1.0 FT (0.3 M) WEST OF
 AB5103'THE EAST END OF A HEADWALL AND 0.8 FT (24.4 CM) SOUTH OF A METAL
 AB5103'WITNESS POST.
 AB5103
 AB5103                          STATION RECOVERY (2000)
 AB5103
 AB5103'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AB5103'RECOVERED AS DESCRIBED.
 AB5103
 AB5103                          STATION RECOVERY (2005)
 AB5103
 AB5103'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AB5103'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AB5103'
 AB5103'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 40 AND COUNTY
 AB5103'ROAD 326, ABOUT  1.5 MI EAST OF SILVER SPRINGS, GO EAST ON STATE ROAD
 AB5103'40 FOR 3.65 MI TO THE INTERSECTION OF  COUNTY ROAD 314, CONTINUE EAST
 AB5103'ON STATE ROAD 40 FOR 1.2 MI TO THE MARK ON THE RIGHT.  THE  MARK CAN
 AB5103'ALSO BE REACHED FROM THE INTERSECTION OF STATE ROAD 40 AND COUNTY ROAD
 AB5103'314A  IN FOREST CORNERS, GO NORTHWEST ON STATE ROAD 40 FOR 4.6 MI TO
 AB5103'THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0059 ***********************************************************************
 AK0059  DESIGNATION -  75.24
 AK0059  PID         -  AK0059
 AK0059  STATE/COUNTY-  FL/VOLUSIA
 AK0059  COUNTRY     -  US
 AK0059  USGS QUAD   -  ORANGE CITY (2018)
 AK0059
 AK0059                         *CURRENT SURVEY CONTROL
 AK0059  ______________________________________________________________________
 AK0059* NAD 83(1986) POSITION- 28 57 58.     (N) 081 15 16.     (W)   SCALED
 AK0059* NAVD 88 ORTHO HEIGHT -    22.599 (meters)       74.14  (feet) ADJUSTED
 AK0059  ______________________________________________________________________
 AK0059  GEOID HEIGHT    -        -27.976 (meters)                     GEOID18
 AK0059  DYNAMIC HEIGHT  -         22.568 (meters)       74.04  (feet) COMP
 AK0059  MODELED GRAVITY -    979,256.3   (mgal)                       NAVD 88
 AK0059
 AK0059  VERT ORDER      -  FIRST     CLASS II
 AK0059
 AK0059.The horizontal coordinates were scaled from a map and have
 AK0059.an estimated accuracy of +/- 6 seconds.
 AK0059
 AK0059.The orthometric height was determined by differential leveling and
 AK0059.adjusted by the NATIONAL GEODETIC SURVEY
 AK0059.in June 1991.
 AK0059
 AK0059.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0059.GEOID18 height accuracy estimate available here.
 AK0059
 AK0059.Click photographs - Photos may exist for this station.
 AK0059
 AK0059.The dynamic height is computed by dividing the NAVD 88
 AK0059.geopotential number by the normal gravity value computed on the
 AK0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0059.degrees latitude (g = 980.6199 gals.).
 AK0059
 AK0059.The modeled gravity was interpolated from observed gravity values.
 AK0059
 AK0059;                    North         East    Units  Estimated Accuracy
 AK0059;SPC FL E     -   513,300.      175,200.      MT  (+/- 180 meters Scaled)
 AK0059
 AK0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN752042(NAD 83)
 AK0059
 AK0059                          SUPERSEDED SURVEY CONTROL
 AK0059
 AK0059  NGVD 29 (??/??/92)   22.921  (m)           75.20   (f) SUPERSEDED  1 2
 AK0059  NGVD 29 (09/01/92)   22.921  (m)           75.20   (f) ADJUSTED    1 2
 AK0059
 AK0059.Superseded values are not recommended for survey control.
 AK0059
 AK0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0059.See file dsdata.pdf to determine how the superseded data were derived.
 AK0059
 AK0059_STAMPING: 75.24
 AK0059_MARK LOGO: FLHD
 AK0059
 AK0059  HISTORY     - Date     Condition        Report By
 AK0059  HISTORY     - UNK      MONUMENTED       FLHD
 AK0059  HISTORY     - 1963     GOOD             CGS
 AK0059  HISTORY     - 1976     GOOD             NGS
 AK0059  HISTORY     - 1978     GOOD             NGS
 AK0059  HISTORY     - 1990     GOOD             USPSQD
 AK0059  HISTORY     - 20210402 MARK NOT FOUND   GEOCAC
 AK0059
 AK0059                          STATION DESCRIPTION
 AK0059
 AK0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK0059'2 MI SW FROM LAKE HELEN.
 AK0059'ABOUT 2.05 MILES SOUTHWEST ALONG STATE HIGHWAY S 430 A FROM
 AK0059'THE CITY HALL AT LAKE HELEN, SET ON THE TOP OF THE WEST END OF
 AK0059'THE SOUTH CONCRETE GUARD RAIL OF THE STATE HIGHWAY OVERPASS
 AK0059'OVER INTERSTATE HIGHWAY 4, 16.0 FEET SOUTH OF THE CENTER LINE
 AK0059'OF THE HIGHWAY, 1 FOOT EAST OF THE WEST END OF THE GUARD RAIL
 AK0059'AND 2 FEET ABOVE THE BRIDGE SIDEWALK.
 AK0059
 AK0059                          STATION RECOVERY (1976)
 AK0059
 AK0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AK0059'RECOVERED IN GOOD CONDITION.
 AK0059
 AK0059                          STATION RECOVERY (1978)
 AK0059
 AK0059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AK0059'RECOVERED IN GOOD CONDITION.
 AK0059
 AK0059                          STATION RECOVERY (1990)
 AK0059
 AK0059'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AK0059'RECOVERED IN GOOD CONDITION.
 AK0059
 AK0059                          STATION RECOVERY (2021)
 AK0059
 AK0059'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK0059'THE BRIDGE AND GUARDRAIL HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0060 ***********************************************************************
 AK0060  DESIGNATION -  75.33
 AK0060  PID         -  AK0060
 AK0060  STATE/COUNTY-  FL/VOLUSIA
 AK0060  COUNTRY     -  US
 AK0060  USGS QUAD   -  ORANGE CITY (2018)
 AK0060
 AK0060                         *CURRENT SURVEY CONTROL
 AK0060  ______________________________________________________________________
 AK0060* NAD 83(1986) POSITION- 28 57 59.     (N) 081 15 14.     (W)   SCALED
 AK0060* NAVD 88 ORTHO HEIGHT -    22.627 (meters)       74.24  (feet) ADJUSTED
 AK0060  ______________________________________________________________________
 AK0060  GEOID HEIGHT    -        -27.977 (meters)                     GEOID18
 AK0060  DYNAMIC HEIGHT  -         22.596 (meters)       74.13  (feet) COMP
 AK0060  MODELED GRAVITY -    979,256.3   (mgal)                       NAVD 88
 AK0060
 AK0060  VERT ORDER      -  FIRST     CLASS II
 AK0060
 AK0060.The horizontal coordinates were scaled from a map and have
 AK0060.an estimated accuracy of +/- 6 seconds.
 AK0060
 AK0060.The orthometric height was determined by differential leveling and
 AK0060.adjusted by the NATIONAL GEODETIC SURVEY
 AK0060.in June 1991.
 AK0060
 AK0060.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0060.GEOID18 height accuracy estimate available here.
 AK0060
 AK0060.Click photographs - Photos may exist for this station.
 AK0060
 AK0060.The dynamic height is computed by dividing the NAVD 88
 AK0060.geopotential number by the normal gravity value computed on the
 AK0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0060.degrees latitude (g = 980.6199 gals.).
 AK0060
 AK0060.The modeled gravity was interpolated from observed gravity values.
 AK0060
 AK0060;                    North         East    Units  Estimated Accuracy
 AK0060;SPC FL E     -   513,330.      175,260.      MT  (+/- 180 meters Scaled)
 AK0060
 AK0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN752042(NAD 83)
 AK0060
 AK0060                          SUPERSEDED SURVEY CONTROL
 AK0060
 AK0060  NGVD 29 (??/??/92)   22.949  (m)           75.29   (f) SUPERSEDED  1 2
 AK0060  NGVD 29 (09/01/92)   22.949  (m)           75.29   (f) ADJUSTED    1 2
 AK0060
 AK0060.Superseded values are not recommended for survey control.
 AK0060
 AK0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0060.See file dsdata.pdf to determine how the superseded data were derived.
 AK0060
 AK0060_STAMPING: 75.33
 AK0060_MARK LOGO: FLHD
 AK0060
 AK0060  HISTORY     - Date     Condition        Report By
 AK0060  HISTORY     - UNK      MONUMENTED       FLHD
 AK0060  HISTORY     - 1963     GOOD             CGS
 AK0060  HISTORY     - 1976     GOOD             NGS
 AK0060  HISTORY     - 1978     GOOD             NGS
 AK0060  HISTORY     - 1990     GOOD             USPSQD
 AK0060  HISTORY     - 20210402 MARK NOT FOUND   GEOCAC
 AK0060
 AK0060                          STATION DESCRIPTION
 AK0060
 AK0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 AK0060'2 MI SW FROM LAKE HELEN.
 AK0060'ABOUT 2.0 MILES SOUTHWEST ALONG STATE HIGHWAY S 430 A FROM THE
 AK0060'CITY HALL AT LAKE HELEN, 1.0 MILE WEST OF THE POST OFFICE IN
 AK0060'THE SMALL VILLAGE OF CASSADAGA, SET ON THE TOP OF THE EAST END
 AK0060'OF THE NORTH CONCRETE GUARD RAIL OF THE STATE HIGHWAY OVERPASS
 AK0060'OVER INTERSTATE HIGHWAY 4, 16 FEET NORTH OF THE CENTER LINE OF
 AK0060'THE HIGHWAY, 0.6 FOOT WEST OF THE EAST END OF THE GUARD RAIL
 AK0060'AND 2 FEET ABOVE THE LEVEL OF THE BRIDGE FLOOR.
 AK0060
 AK0060                          STATION RECOVERY (1976)
 AK0060
 AK0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AK0060'RECOVERED IN GOOD CONDITION.
 AK0060
 AK0060                          STATION RECOVERY (1978)
 AK0060
 AK0060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AK0060'RECOVERED IN GOOD CONDITION.
 AK0060
 AK0060                          STATION RECOVERY (1990)
 AK0060
 AK0060'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AK0060'RECOVERED IN GOOD CONDITION.
 AK0060
 AK0060                          STATION RECOVERY (2021)
 AK0060
 AK0060'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK0060'THE BRIDGE AND GUARDRAIL HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4017 ***********************************************************************
 DP4017  DESIGNATION -  750328 A
 DP4017  PID         -  DP4017
 DP4017  STATE/COUNTY-  FL/HIGHLANDS
 DP4017  COUNTRY     -  US
 DP4017  USGS QUAD   -  CHILDS (2018)
 DP4017
 DP4017                         *CURRENT SURVEY CONTROL
 DP4017  ______________________________________________________________________
 DP4017* NAD 83(1986) POSITION- 27 12 32.3    (N) 081 21 32.9    (W)   HD_HELD2
 DP4017* NAVD 88 ORTHO HEIGHT -    34.978 (meters)      114.76  (feet) ADJUSTED
 DP4017  ______________________________________________________________________
 DP4017  GEOID HEIGHT    -        -25.006 (meters)                     GEOID18
 DP4017  DYNAMIC HEIGHT  -         34.925 (meters)      114.58  (feet) COMP
 DP4017  MODELED GRAVITY -    979,136.9   (mgal)                       NAVD 88
 DP4017
 DP4017  VERT ORDER      -  FIRST     CLASS II
 DP4017
 DP4017.The horizontal coordinates were established by autonomous hand held GPS
 DP4017.observations and have an estimated accuracy of +/- 10 meters.
 DP4017
 DP4017.The orthometric height was determined by differential leveling and
 DP4017.adjusted by the NATIONAL GEODETIC SURVEY
 DP4017.in December 2014.
 DP4017
 DP4017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4017.GEOID18 height accuracy estimate available here.
 DP4017
 DP4017.Click photographs - Photos may exist for this station.
 DP4017
 DP4017.The dynamic height is computed by dividing the NAVD 88
 DP4017.geopotential number by the normal gravity value computed on the
 DP4017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4017.degrees latitude (g = 980.6199 gals.).
 DP4017
 DP4017.The modeled gravity was interpolated from observed gravity values.
 DP4017
 DP4017;                    North         East    Units  Estimated Accuracy
 DP4017;SPC FL E     -   318,609.      164,422.      MT  (+/- 10 meters HH2 GPS)
 DP4017
 DP4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6443309632(NAD 83)
 DP4017
 DP4017                          SUPERSEDED SURVEY CONTROL
 DP4017
 DP4017.No superseded survey control is available for this station.
 DP4017
 DP4017_MARKER: DD = SURVEY DISK
 DP4017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4017_STAMPING: 750328 A 2010
 DP4017_MARK LOGO: SWFWMD
 DP4017_PROJECTION: FLUSH
 DP4017_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4017+STABILITY: SURFACE MOTION
 DP4017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4017+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2022
 DP4017
 DP4017  HISTORY     - Date     Condition        Report By
 DP4017  HISTORY     - 2010     MONUMENTED       SWFWMD
 DP4017  HISTORY     - 20130829 GOOD             FLDEP
 DP4017  HISTORY     - 20220518 GOOD             GEOCAC
 DP4017
 DP4017                          STATION DESCRIPTION
 DP4017
 DP4017'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4017'THE MARK IS ABOUT 9.8 MI (15.8 KM) NORTH OF VENUS, 5.8 MI (9.3 KM)
 DP4017'SOUTH OF LAKE PLACID, 0.9 MI (1.4 KM) WEST OF CHILDS, IN SECTION 31,
 DP4017'TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4017'
 DP4017'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4017'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 2.0 MI (3.2 KM)
 DP4017'TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DP4017'FLUSH WITH THE GROUND AND 3.5 FT (1.1 M) BELOW THE LEVEL OF STATE ROAD
 DP4017'70.
 DP4017'
 DP4017'LOCATED 183.0 FT (55.8 M) EAST OF A CONCRETE POWER POLE NUMBERED
 DP4017'34L-13, 120.1 FT (36.6 M) EAST OF SURVEY MARK 750328 B, 56.8 FT (17.3
 DP4017'M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 70, 3.0 FT (0.9
 DP4017'M) WEST OF THE APPROXIMATE CENTER OF A GROUND WATER WELL AND 2.5 FT
 DP4017'(0.8 M) EAST OF A CARSONITE WITNESS POST.
 DP4017
 DP4017                          STATION RECOVERY (2022)
 DP4017
 DP4017'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4017'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4018 ***********************************************************************
 DP4018  DESIGNATION -  750328 B
 DP4018  PID         -  DP4018
 DP4018  STATE/COUNTY-  FL/HIGHLANDS
 DP4018  COUNTRY     -  US
 DP4018  USGS QUAD   -  CHILDS (2018)
 DP4018
 DP4018                         *CURRENT SURVEY CONTROL
 DP4018  ______________________________________________________________________
 DP4018* NAD 83(1986) POSITION- 27 12 32.0    (N) 081 21 34.2    (W)   HD_HELD2
 DP4018* NAVD 88 ORTHO HEIGHT -    34.977 (meters)      114.75  (feet) ADJUSTED
 DP4018  ______________________________________________________________________
 DP4018  GEOID HEIGHT    -        -25.005 (meters)                     GEOID18
 DP4018  DYNAMIC HEIGHT  -         34.924 (meters)      114.58  (feet) COMP
 DP4018  MODELED GRAVITY -    979,136.9   (mgal)                       NAVD 88
 DP4018
 DP4018  VERT ORDER      -  FIRST     CLASS II
 DP4018
 DP4018.The horizontal coordinates were established by autonomous hand held GPS
 DP4018.observations and have an estimated accuracy of +/- 10 meters.
 DP4018
 DP4018.The orthometric height was determined by differential leveling and
 DP4018.adjusted by the NATIONAL GEODETIC SURVEY
 DP4018.in December 2014.
 DP4018
 DP4018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4018.GEOID18 height accuracy estimate available here.
 DP4018
 DP4018.Click photographs - Photos may exist for this station.
 DP4018
 DP4018.The dynamic height is computed by dividing the NAVD 88
 DP4018.geopotential number by the normal gravity value computed on the
 DP4018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4018.degrees latitude (g = 980.6199 gals.).
 DP4018
 DP4018.The modeled gravity was interpolated from observed gravity values.
 DP4018
 DP4018;                    North         East    Units  Estimated Accuracy
 DP4018;SPC FL E     -   318,600.      164,386.      MT  (+/- 10 meters HH2 GPS)
 DP4018
 DP4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6439809623(NAD 83)
 DP4018
 DP4018                          SUPERSEDED SURVEY CONTROL
 DP4018
 DP4018.No superseded survey control is available for this station.
 DP4018
 DP4018_MARKER: DD = SURVEY DISK
 DP4018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4018_STAMPING: 750328 B 2013
 DP4018_MARK LOGO: SWFWMD
 DP4018_PROJECTION: RECESSED 8 CENTIMETERS
 DP4018_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4018+STABILITY: SURFACE MOTION
 DP4018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4018+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2022
 DP4018_ROD/PIPE-DEPTH: 9.6 meters
 DP4018
 DP4018  HISTORY     - Date     Condition        Report By
 DP4018  HISTORY     - 20130911 MONUMENTED       FLDEP
 DP4018  HISTORY     - 20220518 GOOD             GEOCAC
 DP4018
 DP4018                          STATION DESCRIPTION
 DP4018
 DP4018'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4018'THE MARK IS ABOUT 9.8 MI (15.8 KM) NORTH OF VENUS, 5.8 MI (9.3 KM)
 DP4018'SOUTH OF LAKE PLACID, 0.9 MI (1.4 KM) WEST OF CHILDS, IN SECTION 31,
 DP4018'TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4018'
 DP4018'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4018'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 2.0 MI (3.2 KM)
 DP4018'TO THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH
 DP4018'OF 31.5 FT (9.6 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH
 DP4018'(30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED
 DP4018'0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 3.0 FT (0.9 M) BELOW
 DP4018'THE LEVEL OF STATE ROAD 70.
 DP4018'
 DP4018'LOCATED 120.2 FT (36.6 M) WEST OF SURVEY MARK 750328 A, 63.6 FT (19.4
 DP4018'M) EAST OF A CONCRETE POWER POLE NUMBERED 34L-13, 55.0 FT (16.8 M)
 DP4018'NORTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 70, 39.4 FT (12.0 M)
 DP4018'NORTH OF THE EDGE OF THE PAVEMENT AND 3.2 FT (1.0 M) SOUTH OF A
 DP4018'CARSONITE WITNESS POST.
 DP4018'
 DP4018'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4018'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4018
 DP4018                          STATION RECOVERY (2022)
 DP4018
 DP4018'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4029 ***********************************************************************
 DP4029  DESIGNATION -  750329 A
 DP4029  PID         -  DP4029
 DP4029  STATE/COUNTY-  FL/HIGHLANDS
 DP4029  COUNTRY     -  US
 DP4029  USGS QUAD   -  VENUS NW (2018)
 DP4029
 DP4029                         *CURRENT SURVEY CONTROL
 DP4029  ______________________________________________________________________
 DP4029* NAD 83(1986) POSITION- 27 13 23.7    (N) 081 22 55.3    (W)   HD_HELD2
 DP4029* NAVD 88 ORTHO HEIGHT -    33.785 (meters)      110.84  (feet) ADJUSTED
 DP4029  ______________________________________________________________________
 DP4029  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 DP4029  DYNAMIC HEIGHT  -         33.734 (meters)      110.68  (feet) COMP
 DP4029  MODELED GRAVITY -    979,136.9   (mgal)                       NAVD 88
 DP4029
 DP4029  VERT ORDER      -  FIRST     CLASS II
 DP4029
 DP4029.The horizontal coordinates were established by autonomous hand held GPS
 DP4029.observations and have an estimated accuracy of +/- 10 meters.
 DP4029
 DP4029.The orthometric height was determined by differential leveling and
 DP4029.adjusted by the NATIONAL GEODETIC SURVEY
 DP4029.in December 2014.
 DP4029
 DP4029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4029.GEOID18 height accuracy estimate available here.
 DP4029
 DP4029.Click photographs - Photos may exist for this station.
 DP4029
 DP4029.The dynamic height is computed by dividing the NAVD 88
 DP4029.geopotential number by the normal gravity value computed on the
 DP4029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4029.degrees latitude (g = 980.6199 gals.).
 DP4029
 DP4029.The modeled gravity was interpolated from observed gravity values.
 DP4029
 DP4029;                    North         East    Units  Estimated Accuracy
 DP4029;SPC FL E     -   320,198.      162,159.      MT  (+/- 10 meters HH2 GPS)
 DP4029
 DP4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6217211220(NAD 83)
 DP4029
 DP4029                          SUPERSEDED SURVEY CONTROL
 DP4029
 DP4029.No superseded survey control is available for this station.
 DP4029
 DP4029_MARKER: DD = SURVEY DISK
 DP4029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4029_STAMPING: 750329 A 2010
 DP4029_MARK LOGO: SFLWMD
 DP4029_PROJECTION: FLUSH
 DP4029_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4029+STABILITY: SURFACE MOTION
 DP4029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4029+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4029
 DP4029  HISTORY     - Date     Condition        Report By
 DP4029  HISTORY     - 2010     MONUMENTED       SFLWMD
 DP4029  HISTORY     - 20130912 GOOD             FLDEP
 DP4029  HISTORY     - 20220821 GOOD             GEOCAC
 DP4029
 DP4029                          STATION DESCRIPTION
 DP4029
 DP4029'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4029'THE MARK IS ABOUT 10.9 MI (17.5 KM) NORTH OF VENUS, 4.9 MI (7.9 KM)
 DP4029'SOUTH-SOUTHWEST OF LAKE PLACID, 2.5 MI (4.0 KM) WEST-NORTHWEST OF
 DP4029'CHILDS, IN SECTION 35, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4029'
 DP4029'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4029'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 3.4 MI (5.5 KM)
 DP4029'TO THE JUNCTION OF PLACID VIEW DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP4029'PLACID VIEW DRIVE AND GO NORTH FOR 0.8 MI (1.3 KM) TO THE MARK ON THE
 DP4029'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DP4029'GROUND AND LEVEL WITH PLACID VIEW DRIVE.
 DP4029'
 DP4029'LOCATED 67.7 FT (20.6 M) NORTH-NORTHWEST OF SURVEY MARK 750329 B, 56.0
 DP4029'FT (17.1 M) WEST OF THE APPROXIMATE CENTERLINE OF PLACID VIEW DRIVE,
 DP4029'39.4 FT (12.0 M) NORTH OF THE GROUND WATER WELL HEAD, 23.0 FT (7.0 M)
 DP4029'NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE METAL GATE, 1.9 FT (0.6
 DP4029'M) SOUTH OF THE BARB WIRE FENCE AND 1.8 FT (0.5 M) SOUTH OF A
 DP4029'CARSONITE WITNESS POST.
 DP4029
 DP4029                          STATION RECOVERY (2022)
 DP4029
 DP4029'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4029'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4028 ***********************************************************************
 DP4028  DESIGNATION -  750329 B
 DP4028  PID         -  DP4028
 DP4028  STATE/COUNTY-  FL/HIGHLANDS
 DP4028  COUNTRY     -  US
 DP4028  USGS QUAD   -  VENUS NW (2018)
 DP4028
 DP4028                         *CURRENT SURVEY CONTROL
 DP4028  ______________________________________________________________________
 DP4028* NAD 83(1986) POSITION- 27 13 23.0    (N) 081 22 55.0    (W)   HD_HELD2
 DP4028* NAVD 88 ORTHO HEIGHT -    33.639 (meters)      110.36  (feet) ADJUSTED
 DP4028  ______________________________________________________________________
 DP4028  GEOID HEIGHT    -        -25.014 (meters)                     GEOID18
 DP4028  DYNAMIC HEIGHT  -         33.588 (meters)      110.20  (feet) COMP
 DP4028  MODELED GRAVITY -    979,136.9   (mgal)                       NAVD 88
 DP4028
 DP4028  VERT ORDER      -  FIRST     CLASS II
 DP4028
 DP4028.The horizontal coordinates were established by autonomous hand held GPS
 DP4028.observations and have an estimated accuracy of +/- 10 meters.
 DP4028
 DP4028.The orthometric height was determined by differential leveling and
 DP4028.adjusted by the NATIONAL GEODETIC SURVEY
 DP4028.in December 2014.
 DP4028
 DP4028.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4028.GEOID18 height accuracy estimate available here.
 DP4028
 DP4028.Click photographs - Photos may exist for this station.
 DP4028
 DP4028.The dynamic height is computed by dividing the NAVD 88
 DP4028.geopotential number by the normal gravity value computed on the
 DP4028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4028.degrees latitude (g = 980.6199 gals.).
 DP4028
 DP4028.The modeled gravity was interpolated from observed gravity values.
 DP4028
 DP4028;                    North         East    Units  Estimated Accuracy
 DP4028;SPC FL E     -   320,176.      162,167.      MT  (+/- 10 meters HH2 GPS)
 DP4028
 DP4028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6218011198(NAD 83)
 DP4028
 DP4028                          SUPERSEDED SURVEY CONTROL
 DP4028
 DP4028.No superseded survey control is available for this station.
 DP4028
 DP4028_MARKER: DD = SURVEY DISK
 DP4028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4028_STAMPING: 750329 B 2010
 DP4028_MARK LOGO: SFLWMD
 DP4028_PROJECTION: FLUSH
 DP4028_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4028+STABILITY: SURFACE MOTION
 DP4028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4028+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2022
 DP4028
 DP4028  HISTORY     - Date     Condition        Report By
 DP4028  HISTORY     - 2010     MONUMENTED       SFLWMD
 DP4028  HISTORY     - 20130912 GOOD             FLDEP
 DP4028  HISTORY     - 20220821 GOOD             GEOCAC
 DP4028
 DP4028                          STATION DESCRIPTION
 DP4028
 DP4028'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4028'THE MARK IS ABOUT 10.9 MI (17.5 KM) NORTH OF VENUS, 4.9 MI (7.9 KM)
 DP4028'SOUTH-SOUTHWEST OF LAKE PLACID, 2.5 MI (4.0 KM) WEST-NORTHWEST OF
 DP4028'CHILDS, IN SECTION 35, TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4028'
 DP4028'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4028'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 3.4 MI (5.5 KM)
 DP4028'TO THE JUNCTION OF PLACID VIEW DRIVE ON THE RIGHT.  TURN RIGHT ON
 DP4028'PLACID VIEW DRIVE AND GO NORTH FOR 0.8 MI (1.3 KM) TO THE MARK ON THE
 DP4028'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DP4028'GROUND AND LEVEL WITH PLACID VIEW DRIVE.
 DP4028'
 DP4028'LOCATED 67.7 FT (20.6 M) SOUTH-SOUTHEAST OF SURVEY MARK 750329 A, 57.2
 DP4028'FT (17.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE METAL GATE,
 DP4028'36.3 FT (11.1 M) WEST OF THE APPROXIMATE CENTERLINE OF PLACID VIEW
 DP4028'DRIVE, 31.5 FT (9.6 M) SOUTHEAST OF THE GROUND WATER WELL HEAD, 2.0 FT
 DP4028'(0.6 M) OF THE BARB WIRE FENCE AND 1.0 FT (0.3 M) WEST OF A CARSONITE
 DP4028'WITNESS POST.
 DP4028
 DP4028                          STATION RECOVERY (2022)
 DP4028
 DP4028'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4028'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4023 ***********************************************************************
 DP4023  DESIGNATION -  750335 B
 DP4023  PID         -  DP4023
 DP4023  STATE/COUNTY-  FL/HIGHLANDS
 DP4023  COUNTRY     -  US
 DP4023  USGS QUAD   -  VENUS NW (2018)
 DP4023
 DP4023                         *CURRENT SURVEY CONTROL
 DP4023  ______________________________________________________________________
 DP4023* NAD 83(1986) POSITION- 27 12 31.8    (N) 081 22 54.2    (W)   HD_HELD2
 DP4023* NAVD 88 ORTHO HEIGHT -    41.822 (meters)      137.21  (feet) ADJUSTED
 DP4023  ______________________________________________________________________
 DP4023  GEOID HEIGHT    -        -24.968 (meters)                     GEOID18
 DP4023  DYNAMIC HEIGHT  -         41.759 (meters)      137.00  (feet) COMP
 DP4023  MODELED GRAVITY -    979,137.1   (mgal)                       NAVD 88
 DP4023
 DP4023  VERT ORDER      -  FIRST     CLASS II
 DP4023
 DP4023.The horizontal coordinates were established by autonomous hand held GPS
 DP4023.observations and have an estimated accuracy of +/- 10 meters.
 DP4023
 DP4023.The orthometric height was determined by differential leveling and
 DP4023.adjusted by the NATIONAL GEODETIC SURVEY
 DP4023.in December 2014.
 DP4023
 DP4023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4023.GEOID18 height accuracy estimate available here.
 DP4023
 DP4023.Click photographs - Photos may exist for this station.
 DP4023
 DP4023.The dynamic height is computed by dividing the NAVD 88
 DP4023.geopotential number by the normal gravity value computed on the
 DP4023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4023.degrees latitude (g = 980.6199 gals.).
 DP4023
 DP4023.The modeled gravity was interpolated from observed gravity values.
 DP4023
 DP4023;                    North         East    Units  Estimated Accuracy
 DP4023;SPC FL E     -   318,600.      162,185.      MT  (+/- 10 meters HH2 GPS)
 DP4023
 DP4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6219709623(NAD 83)
 DP4023
 DP4023                          SUPERSEDED SURVEY CONTROL
 DP4023
 DP4023.No superseded survey control is available for this station.
 DP4023
 DP4023_MARKER: DD = SURVEY DISK
 DP4023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4023_STAMPING: 750335 B 2010
 DP4023_MARK LOGO: SFLWMD
 DP4023_PROJECTION: FLUSH
 DP4023_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4023+STABILITY: SURFACE MOTION
 DP4023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4023+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2022
 DP4023
 DP4023  HISTORY     - Date     Condition        Report By
 DP4023  HISTORY     - 2010     MONUMENTED       SFLWMD
 DP4023  HISTORY     - 20130829 GOOD             FLDEP
 DP4023  HISTORY     - 20220518 GOOD             GEOCAC
 DP4023
 DP4023                          STATION DESCRIPTION
 DP4023
 DP4023'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4023'THE MARK IS ABOUT 9.9 MI (15.9 KM) NORTH OF VENUS, 5.9 MI (9.5 KM)
 DP4023'SOUTH OF LAKE PLACID, 2.3 MI (3.7 KM) WEST OF CHILDS, IN SECTION 36,
 DP4023'TOWNSHIP 37 SOUTH, RANGE 29 EAST.
 DP4023'
 DP4023'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4023'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 3.4 MI (5.5 KM)
 DP4023'TO THE JUNCTION OF PLACID VIEW DRIVE ON THE RIGHT AND THE MARK ON THE
 DP4023'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DP4023'GROUND AND LEVEL WITH PLACID VIEW DRIVE.
 DP4023'
 DP4023'LOCATED 87.0 FT (26.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DP4023'ROAD 70, 71.5 FT (21.8 M) EAST OF THE APPROXIMATE CENTERLINE OF PLACID
 DP4023'VIEW DRIVE, 24.6 FT (7.5 M) NORTH-NORTHWEST OF SURVEY MARK M 623, 20.6
 DP4023'FT (6.3 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE METAL GATE,
 DP4023'2.2 FT (0.7 M) NORTH OF THE GROUND WATER WELL HEAD AND 0.7 FT (21 CM)
 DP4023'WEST OF A CARSONITE WITNESS POST.
 DP4023
 DP4023                          STATION RECOVERY (2022)
 DP4023
 DP4023'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8806 ***********************************************************************
 DN8806  DESIGNATION -  751429 A
 DN8806  PID         -  DN8806
 DN8806  STATE/COUNTY-  FL/SUMTER
 DN8806  COUNTRY     -  US
 DN8806  USGS QUAD   -  STOKES FERRY (2018)
 DN8806
 DN8806                         *CURRENT SURVEY CONTROL
 DN8806  ______________________________________________________________________
 DN8806* NAD 83(1986) POSITION- 28 56 05.6    (N) 082 15 10.1    (W)   HD_HELD2
 DN8806* NAVD 88 ORTHO HEIGHT -    14.509 (meters)       47.60  (feet) ADJUSTED
 DN8806  ______________________________________________________________________
 DN8806  GEOID HEIGHT    -        -27.470 (meters)                     GEOID18
 DN8806  DYNAMIC HEIGHT  -         14.488 (meters)       47.53  (feet) COMP
 DN8806  MODELED GRAVITY -    979,233.0   (mgal)                       NAVD 88
 DN8806
 DN8806  VERT ORDER      -  SECOND    CLASS I
 DN8806
 DN8806.The horizontal coordinates were established by autonomous hand held GPS
 DN8806.observations and have an estimated accuracy of +/- 10 meters.
 DN8806
 DN8806.The orthometric height was determined by differential leveling and
 DN8806.adjusted by the NATIONAL GEODETIC SURVEY
 DN8806.in July 2012.
 DN8806
 DN8806.No vertical observational check was made to the station.
 DN8806
 DN8806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8806.GEOID18 height accuracy estimate available here.
 DN8806
 DN8806.Click photographs - Photos may exist for this station.
 DN8806
 DN8806.The dynamic height is computed by dividing the NAVD 88
 DN8806.geopotential number by the normal gravity value computed on the
 DN8806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8806.degrees latitude (g = 980.6199 gals.).
 DN8806
 DN8806.The modeled gravity was interpolated from observed gravity values.
 DN8806
 DN8806;                    North         East    Units  Estimated Accuracy
 DN8806;SPC FL W     -   509,840.      175,353.      MT  (+/- 10 meters HH2 GPS)
 DN8806
 DN8806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7789501417(NAD 83)
 DN8806
 DN8806                          SUPERSEDED SURVEY CONTROL
 DN8806
 DN8806.No superseded survey control is available for this station.
 DN8806
 DN8806_MARKER: DD = SURVEY DISK
 DN8806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8806_STAMPING: 751429 A 2010
 DN8806_MARK LOGO: SWFWMD
 DN8806_PROJECTION: RECESSED 3 CENTIMETERS
 DN8806_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8806+STABILITY: SURFACE MOTION
 DN8806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8806+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2011
 DN8806
 DN8806  HISTORY     - Date     Condition        Report By
 DN8806  HISTORY     - 2010     MONUMENTED       SWFWMD
 DN8806  HISTORY     - 20110524 GOOD             FLDEP
 DN8806
 DN8806                          STATION DESCRIPTION
 DN8806
 DN8806'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8806'THE MARK IS ABOUT 10.4 MI (16.7 KM) EAST-SOUTHEAST OF HOLDER, 8.3 MI
 DN8806'(13.4 KM) NORTHEAST OF INVERNESS, 6.1 MI (9.8 KM) NORTH-NORTHWEST OF
 DN8806'RUTLAND, IN SECTION 7, TOWNSHIP 18 SOUTH, RANGE 20 EAST.
 DN8806'
 DN8806'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DN8806'ROAD 44 IN INVERNESS, GO NORTHEASTERLY ON STATE ROAD 44 FOR 8.2 MI
 DN8806'(13.2 KM) TO THE JUNCTION OF COUNTY ROAD 247 ON THE LEFT.  TURN LEFT
 DN8806'ON COUNTY ROAD 247 AND GO NORTH FOR 1.5 MI (2.4 KM) TO THE ENTRANCE OF
 DN8806'THE HALF MOON WILD LIFE MANAGEMENT AREA.  CONTINUE INTO THE WILD LIFE
 DN8806'MANAGEMENT AREA ON MILLING CREEK ROAD FOR 4.7 MI (7.6 KM) TO THE
 DN8806'INTERSECTION OF DAVIES ROAD.  TURN LEFT ON DAVIES ROAD AND GO WEST FOR
 DN8806'0.8 MI (1.3 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 DN8806'CONCRETE MONUMENT RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND
 DN8806'AND LEVEL WITH DAVIES ROAD.
 DN8806'
 DN8806'LOCATED 81.3 FT (24.8 M) SOUTH-SOUTHWEST OF SURVEY MARK 751429 B, 48.8
 DN8806'FT (14.9 M) WEST OF A BARB WIRE FENCE, 11.0 FT (3.4 M) SOUTHWEST OF
 DN8806'THE SOUTHERN MOST WELL HEAD AND 0.6 FT (18 CM) EAST OF A CARSONITE
 DN8806'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8807 ***********************************************************************
 DN8807  DESIGNATION -  751429 B
 DN8807  PID         -  DN8807
 DN8807  STATE/COUNTY-  FL/SUMTER
 DN8807  COUNTRY     -  US
 DN8807  USGS QUAD   -  STOKES FERRY (2018)
 DN8807
 DN8807                         *CURRENT SURVEY CONTROL
 DN8807  ______________________________________________________________________
 DN8807* NAD 83(1986) POSITION- 28 56 06.4    (N) 082 15 10.0    (W)   HD_HELD2
 DN8807* NAVD 88 ORTHO HEIGHT -    14.321 (meters)       46.98  (feet) ADJUSTED
 DN8807  ______________________________________________________________________
 DN8807  GEOID HEIGHT    -        -27.470 (meters)                     GEOID18
 DN8807  DYNAMIC HEIGHT  -         14.301 (meters)       46.92  (feet) COMP
 DN8807  MODELED GRAVITY -    979,233.0   (mgal)                       NAVD 88
 DN8807
 DN8807  VERT ORDER      -  SECOND    CLASS I
 DN8807
 DN8807.The horizontal coordinates were established by autonomous hand held GPS
 DN8807.observations and have an estimated accuracy of +/- 10 meters.
 DN8807
 DN8807.The orthometric height was determined by differential leveling and
 DN8807.adjusted by the NATIONAL GEODETIC SURVEY
 DN8807.in July 2012.
 DN8807
 DN8807.No vertical observational check was made to the station.
 DN8807
 DN8807.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8807.GEOID18 height accuracy estimate available here.
 DN8807
 DN8807.Click photographs - Photos may exist for this station.
 DN8807
 DN8807.The dynamic height is computed by dividing the NAVD 88
 DN8807.geopotential number by the normal gravity value computed on the
 DN8807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8807.degrees latitude (g = 980.6199 gals.).
 DN8807
 DN8807.The modeled gravity was interpolated from observed gravity values.
 DN8807
 DN8807;                    North         East    Units  Estimated Accuracy
 DN8807;SPC FL W     -   509,865.      175,356.      MT  (+/- 10 meters HH2 GPS)
 DN8807
 DN8807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7789801442(NAD 83)
 DN8807
 DN8807                          SUPERSEDED SURVEY CONTROL
 DN8807
 DN8807.No superseded survey control is available for this station.
 DN8807
 DN8807_MARKER: DD = SURVEY DISK
 DN8807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8807_STAMPING: 751429 B 2010
 DN8807_MARK LOGO: SWFWMD
 DN8807_PROJECTION: RECESSED 8 CENTIMETERS
 DN8807_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8807+STABILITY: SURFACE MOTION
 DN8807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8807+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2019
 DN8807
 DN8807  HISTORY     - Date     Condition        Report By
 DN8807  HISTORY     - 2010     MONUMENTED       SWFWMD
 DN8807  HISTORY     - 20110524 GOOD             FLDEP
 DN8807  HISTORY     - 20190227 GOOD             SWFWMD
 DN8807
 DN8807                          STATION DESCRIPTION
 DN8807
 DN8807'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN8807'THE MARK IS ABOUT 10.4 MI (16.7 KM) EAST-SOUTHEAST OF HOLDER, 8.3 MI
 DN8807'(13.4 KM) NORTHEAST OF INVERNESS, 6.1 MI (9.8 KM) NORTH-NORTHWEST OF
 DN8807'RUTLAND, IN SECTION 7, TOWNSHIP 18 SOUTH, RANGE 20 EAST.
 DN8807'
 DN8807'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DN8807'ROAD 44 IN INVERNESS, GO NORTHEASTERLY ON STATE ROAD 44 FOR 8.2 MI
 DN8807'(13.2 KM) TO THE JUNCTION OF COUNTY ROAD 247 ON THE LEFT.  TURN LEFT
 DN8807'ON COUNTY ROAD 247 AND GO NORTH FOR 1.5 MI (2.4 KM) TO THE ENTRANCE OF
 DN8807'THE HALF MOON WILD LIFE MANAGEMENT AREA.  CONTINUE INTO THE WILD LIFE
 DN8807'MANAGEMENT AREA ON MILLING CREEK ROAD FOR 4.7 MI (7.6 KM) TO THE
 DN8807'INTERSECTION OF DAVIES ROAD.  TURN LEFT ON DAVIES ROAD AND GO WEST FOR
 DN8807'0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DN8807'CONCRETE MONUMENT RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND
 DN8807'AND LEVEL WITH DAVIES ROAD.
 DN8807'
 DN8807'LOCATED 81.3 FT (24.8 M) NORTH-NORTHEAST OF SURVEY MARK 751429 A, 64.4
 DN8807'FT (19.6 M) NORTH-NORTHEAST OF THE NORTHERN MOST WELL HEAD, 36.6 FT
 DN8807'(11.2 M) WEST-NORTHWEST OF THE CENTER OF A STEEL GATE, 35.7 FT (10.9
 DN8807'M) WEST OF A BARB WIRE FENCE AND 0.5 FT (15 CM) SOUTH OF A CARSONITE
 DN8807'WITNESS POST.
 DN8807
 DN8807                          STATION RECOVERY (2019)
 DN8807
 DN8807'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (CT)
 DN8807'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4019 ***********************************************************************
 DP4019  DESIGNATION -  751531 A
 DP4019  PID         -  DP4019
 DP4019  STATE/COUNTY-  FL/HIGHLANDS
 DP4019  COUNTRY     -  US
 DP4019  USGS QUAD   -  CHILDS (2018)
 DP4019
 DP4019                         *CURRENT SURVEY CONTROL
 DP4019  ______________________________________________________________________
 DP4019* NAD 83(1986) POSITION- 27 12 16.6    (N) 081 22 10.0    (W)   HD_HELD2
 DP4019* NAVD 88 ORTHO HEIGHT -    37.530 (meters)      123.13  (feet) ADJUSTED
 DP4019  ______________________________________________________________________
 DP4019  GEOID HEIGHT    -        -24.974 (meters)                     GEOID18
 DP4019  DYNAMIC HEIGHT  -         37.473 (meters)      122.94  (feet) COMP
 DP4019  MODELED GRAVITY -    979,137.0   (mgal)                       NAVD 88
 DP4019
 DP4019  VERT ORDER      -  FIRST     CLASS II
 DP4019
 DP4019.The horizontal coordinates were established by autonomous hand held GPS
 DP4019.observations and have an estimated accuracy of +/- 10 meters.
 DP4019
 DP4019.The orthometric height was determined by differential leveling and
 DP4019.adjusted by the NATIONAL GEODETIC SURVEY
 DP4019.in December 2014.
 DP4019
 DP4019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4019.GEOID18 height accuracy estimate available here.
 DP4019
 DP4019.Click photographs - Photos may exist for this station.
 DP4019
 DP4019.The dynamic height is computed by dividing the NAVD 88
 DP4019.geopotential number by the normal gravity value computed on the
 DP4019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4019.degrees latitude (g = 980.6199 gals.).
 DP4019
 DP4019.The modeled gravity was interpolated from observed gravity values.
 DP4019
 DP4019;                    North         East    Units  Estimated Accuracy
 DP4019;SPC FL E     -   318,129.      163,399.      MT  (+/- 10 meters HH2 GPS)
 DP4019
 DP4019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6341109152(NAD 83)
 DP4019
 DP4019                          SUPERSEDED SURVEY CONTROL
 DP4019
 DP4019.No superseded survey control is available for this station.
 DP4019
 DP4019_MARKER: DD = SURVEY DISK
 DP4019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4019_STAMPING: 751531 A 2010
 DP4019_MARK LOGO: SWFWMD
 DP4019_PROJECTION: FLUSH
 DP4019_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4019+STABILITY: SURFACE MOTION
 DP4019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4019+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2022
 DP4019
 DP4019  HISTORY     - Date     Condition        Report By
 DP4019  HISTORY     - 2010     MONUMENTED       SWFWMD
 DP4019  HISTORY     - 20130912 GOOD             FLDEP
 DP4019  HISTORY     - 20220824 GOOD             GEOCAC
 DP4019
 DP4019                          STATION DESCRIPTION
 DP4019
 DP4019'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4019'THE MARK IS ABOUT 9.5 MI (15.3 KM) NORTH OF VENUS, 6.1 MI (9.8 KM)
 DP4019'SOUTH OF LAKE PLACID, 1.5 MI (2.4 KM) WEST-SOUTHWEST OF CHILDS, IN
 DP4019'SECTION 1, TOWNSHIP 38 SOUTH, RANGE 29 EAST.
 DP4019'
 DP4019'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4019'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 2.6 MI (4.2 KM)
 DP4019'TO A DIRT TRAIL WITH A GATE ON THE LEFT.  TURN LEFT ON THE DIRT TRAIL,
 DP4019'PASSING THROUGH THE GATE GO SOUTH FOR 0.25 MI (0.4 KM) TO THE MARK ON
 DP4019'THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 DP4019'GROUND AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE DIRT TRAIL.
 DP4019'
 DP4019'LOCATED 84.2 FT (25.7 M) EAST-NORTHEAST OF SURVEY MARK 751531 B, 78.0
 DP4019'FT (23.8 M) EAST OF A GROUNDWATER WELL HEAD, 32.3 FT (9.8 M) SOUTH OF
 DP4019'THE BARB WIRE FENCE CORNER POST AND 0.7 FT (21 CM) WEST OF A CARSONITE
 DP4019'WITNESS POST.
 DP4019
 DP4019                          STATION RECOVERY (2022)
 DP4019
 DP4019'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4020 ***********************************************************************
 DP4020  DESIGNATION -  751531 B
 DP4020  PID         -  DP4020
 DP4020  STATE/COUNTY-  FL/HIGHLANDS
 DP4020  COUNTRY     -  US
 DP4020  USGS QUAD   -  CHILDS (2018)
 DP4020
 DP4020                         *CURRENT SURVEY CONTROL
 DP4020  ______________________________________________________________________
 DP4020* NAD 83(1986) POSITION- 27 12 16.3    (N) 081 22 11.0    (W)   HD_HELD2
 DP4020* NAVD 88 ORTHO HEIGHT -    37.405 (meters)      122.72  (feet) ADJUSTED
 DP4020  ______________________________________________________________________
 DP4020  GEOID HEIGHT    -        -24.973 (meters)                     GEOID18
 DP4020  DYNAMIC HEIGHT  -         37.348 (meters)      122.53  (feet) COMP
 DP4020  MODELED GRAVITY -    979,137.0   (mgal)                       NAVD 88
 DP4020
 DP4020  VERT ORDER      -  FIRST     CLASS II
 DP4020
 DP4020.The horizontal coordinates were established by autonomous hand held GPS
 DP4020.observations and have an estimated accuracy of +/- 10 meters.
 DP4020
 DP4020.The orthometric height was determined by differential leveling and
 DP4020.adjusted by the NATIONAL GEODETIC SURVEY
 DP4020.in December 2014.
 DP4020
 DP4020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4020.GEOID18 height accuracy estimate available here.
 DP4020
 DP4020.Click photographs - Photos may exist for this station.
 DP4020
 DP4020.The dynamic height is computed by dividing the NAVD 88
 DP4020.geopotential number by the normal gravity value computed on the
 DP4020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4020.degrees latitude (g = 980.6199 gals.).
 DP4020
 DP4020.The modeled gravity was interpolated from observed gravity values.
 DP4020
 DP4020;                    North         East    Units  Estimated Accuracy
 DP4020;SPC FL E     -   318,119.      163,372.      MT  (+/- 10 meters HH2 GPS)
 DP4020
 DP4020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6338409142(NAD 83)
 DP4020
 DP4020                          SUPERSEDED SURVEY CONTROL
 DP4020
 DP4020.No superseded survey control is available for this station.
 DP4020
 DP4020_MARKER: DD = SURVEY DISK
 DP4020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4020_STAMPING: 751531 B 2010
 DP4020_MARK LOGO: SWFWMD
 DP4020_PROJECTION: RECESSED 5 CENTIMETERS
 DP4020_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4020+STABILITY: SURFACE MOTION
 DP4020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4020+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2013
 DP4020
 DP4020  HISTORY     - Date     Condition        Report By
 DP4020  HISTORY     - 2010     MONUMENTED       SWFWMD
 DP4020  HISTORY     - 20130912 GOOD             FLDEP
 DP4020  HISTORY     - 20220824 MARK NOT FOUND   GEOCAC
 DP4020
 DP4020                          STATION DESCRIPTION
 DP4020
 DP4020'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP4020'THE MARK IS ABOUT 9.5 MI (15.3 KM) NORTH OF VENUS, 6.1 MI (9.8 KM)
 DP4020'SOUTH OF LAKE PLACID, 1.6 MI (2.6 KM) WEST-SOUTHWEST OF CHILDS, IN
 DP4020'SECTION 1, TOWNSHIP 38 SOUTH, RANGE 29 EAST.
 DP4020'
 DP4020'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 70 AND U.S.
 DP4020'HIGHWAY 27 IN BEARS DEN, GO WEST ON STATE ROAD 70 FOR 2.6 MI (4.2 KM)
 DP4020'TO A DIRT TRAIL WITH A GATE ON THE LEFT.  TURN LEFT ON THE DIRT TRAIL,
 DP4020'PASSING THROUGH THE GATE GO SOUTH THEN WEST FOR 0.3 MI (0.5 KM) TO THE
 DP4020'MARK ON THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE MONUMENT RECESSED
 DP4020'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE DIRT
 DP4020'TRAIL.
 DP4020'
 DP4020'LOCATED 84.2 FT (25.7 M) EAST-NORTHEAST OF SURVEY MARK 751531 B, 78.0
 DP4020'FT (23.8 M) EAST OF A GROUND WATER WELL HEAD, 32.3 FT (9.8 M) SOUTH OF
 DP4020'THE BARB WIRE FENCE CORNER POST AND 0.7 FT (21 CM) WEST OF A CARSONITE
 DP4020'WITNESS POST.
 DP4020
 DP4020                          STATION RECOVERY (2022)
 DP4020
 DP4020'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4020'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6072 ***********************************************************************
 DP6072  DESIGNATION -  753497
 DP6072  PID         -  DP6072
 DP6072  STATE/COUNTY-  FL/SARASOTA
 DP6072  COUNTRY     -  US
 DP6072  USGS QUAD   -  BEE RIDGE (2018)
 DP6072
 DP6072                         *CURRENT SURVEY CONTROL
 DP6072  ______________________________________________________________________
 DP6072* NAD 83(1986) POSITION- 27 20 16.1    (N) 082 26 03.7    (W)   HD_HELD2
 DP6072* NAVD 88 ORTHO HEIGHT -     6.715 (meters)       22.03  (feet) ADJUSTED
 DP6072  ______________________________________________________________________
 DP6072  GEOID HEIGHT    -        -24.432 (meters)                     GEOID18
 DP6072  DYNAMIC HEIGHT  -          6.705 (meters)       22.00  (feet) COMP
 DP6072  MODELED GRAVITY -    979,127.5   (mgal)                       NAVD 88
 DP6072
 DP6072  VERT ORDER      -  FIRST     CLASS II
 DP6072
 DP6072.The horizontal coordinates were established by autonomous hand held GPS
 DP6072.observations and have an estimated accuracy of +/- 10 meters.
 DP6072
 DP6072.The orthometric height was determined by differential leveling and
 DP6072.adjusted by the NATIONAL GEODETIC SURVEY
 DP6072.in July 2015.
 DP6072
 DP6072.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6072.GEOID18 height accuracy estimate available here.
 DP6072
 DP6072.Click photographs - Photos may exist for this station.
 DP6072
 DP6072.The dynamic height is computed by dividing the NAVD 88
 DP6072.geopotential number by the normal gravity value computed on the
 DP6072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6072.degrees latitude (g = 980.6199 gals.).
 DP6072
 DP6072.The modeled gravity was interpolated from observed gravity values.
 DP6072
 DP6072;                    North         East    Units  Estimated Accuracy
 DP6072;SPC FL W     -   332,908.      157,019.      MT  (+/- 10 meters HH2 GPS)
 DP6072
 DP6072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5810824666(NAD 83)
 DP6072
 DP6072                          SUPERSEDED SURVEY CONTROL
 DP6072
 DP6072.No superseded survey control is available for this station.
 DP6072
 DP6072_MARKER: DD = SURVEY DISK
 DP6072_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6072_STAMPING: 753497 2010
 DP6072_MARK LOGO: SWFWMD
 DP6072_PROJECTION: FLUSH
 DP6072_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP6072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6072+STABILITY: SURFACE MOTION
 DP6072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6072+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2014
 DP6072_ROD/PIPE-DEPTH: 3.0 meters
 DP6072
 DP6072  HISTORY     - Date     Condition        Report By
 DP6072  HISTORY     - 20100330 MONUMENTED       SWFWMD
 DP6072  HISTORY     - 20140522 GOOD             FLDEP
 DP6072
 DP6072                          STATION DESCRIPTION
 DP6072
 DP6072'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6072'THE MARK IS ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHWEST OF LORRAINE, 5.4 MI
 DP6072'(8.7 KM) EAST OF SARASOTA, 4.4 MI (7.1 KM) NORTH-NORTHEAST OF BEE
 DP6072'RIDGE, IN SECTION 19, TOWNSHIP 36 SOUTH, RANGE 19 EAST.
 DP6072'
 DP6072'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6072'ROAD 780 (FRUITVILLE ROAD) IN SARASOTA, GO EAST ON STATE ROAD 780
 DP6072'(FRUITVILLE ROAD) FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF A DRIVEWAY AT
 DP6072'6750 FRUITVILLE ROAD ON THE RIGHT.  TURN RIGHT ON THE DRIVEWAY AND GO
 DP6072'SOUTH FOR ABOUT 230.0 FT (70.1 M) TO A WELL SITE ON THE RIGHT AND THE
 DP6072'MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A
 DP6072'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP6072'MONUMENT, FLUSH WITH THE GROUND AND LEVEL WITH THE PARKING LOT.
 DP6072'
 DP6072'LOCATED 237.1 FT (72.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE
 DP6072'ROAD 780 (FRUITVILLE ROAD) EASTBOUND LANES, 166.0 FT (50.6 M)
 DP6072'SOUTHEAST OF SURVEY MARK 753497 A, 55.7 FT (17.0 M) WEST OF THE
 DP6072'APPROXIMATE CENTERLINE OF A NORTH-SOUTH PAVED DRIVE, 3.7 FT (1.1 M)
 DP6072'SOUTH OF WELL NUMBER 753497 AND 0.6 FT (18 CM) SOUTH OF A CARSONITE
 DP6072'WITNESS POST.
 DP6072'
 DP6072'NOTE-UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6071 ***********************************************************************
 DP6071  DESIGNATION -  753497 A
 DP6071  PID         -  DP6071
 DP6071  STATE/COUNTY-  FL/SARASOTA
 DP6071  COUNTRY     -  US
 DP6071  USGS QUAD   -  BEE RIDGE (2018)
 DP6071
 DP6071                         *CURRENT SURVEY CONTROL
 DP6071  ______________________________________________________________________
 DP6071* NAD 83(1986) POSITION- 27 20 17.6    (N) 082 26 04.9    (W)   HD_HELD2
 DP6071* NAVD 88 ORTHO HEIGHT -     7.126 (meters)       23.38  (feet) ADJUSTED
 DP6071  ______________________________________________________________________
 DP6071  GEOID HEIGHT    -        -24.432 (meters)                     GEOID18
 DP6071  DYNAMIC HEIGHT  -          7.115 (meters)       23.34  (feet) COMP
 DP6071  MODELED GRAVITY -    979,127.5   (mgal)                       NAVD 88
 DP6071
 DP6071  VERT ORDER      -  FIRST     CLASS II
 DP6071
 DP6071.The horizontal coordinates were established by autonomous hand held GPS
 DP6071.observations and have an estimated accuracy of +/- 10 meters.
 DP6071
 DP6071.The orthometric height was determined by differential leveling and
 DP6071.adjusted by the NATIONAL GEODETIC SURVEY
 DP6071.in July 2015.
 DP6071
 DP6071.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6071.GEOID18 height accuracy estimate available here.
 DP6071
 DP6071.Click photographs - Photos may exist for this station.
 DP6071
 DP6071.The dynamic height is computed by dividing the NAVD 88
 DP6071.geopotential number by the normal gravity value computed on the
 DP6071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6071.degrees latitude (g = 980.6199 gals.).
 DP6071
 DP6071.The modeled gravity was interpolated from observed gravity values.
 DP6071
 DP6071;                    North         East    Units  Estimated Accuracy
 DP6071;SPC FL W     -   332,954.      156,987.      MT  (+/- 10 meters HH2 GPS)
 DP6071
 DP6071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5807624713(NAD 83)
 DP6071
 DP6071                          SUPERSEDED SURVEY CONTROL
 DP6071
 DP6071.No superseded survey control is available for this station.
 DP6071
 DP6071_MARKER: DD = SURVEY DISK
 DP6071_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DP6071+WITH SETTING: PAVEMENT
 DP6071_SP_SET: FLAGPOLE PAD
 DP6071_STAMPING: 753497 A 2014
 DP6071_MARK LOGO: FLDEP
 DP6071_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6071+STABILITY: SURFACE MOTION
 DP6071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6071+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2014
 DP6071
 DP6071  HISTORY     - Date     Condition        Report By
 DP6071  HISTORY     - 20140522 MONUMENTED       FLDEP
 DP6071
 DP6071                          STATION DESCRIPTION
 DP6071
 DP6071'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6071'THE MARK IS ABOUT 7.1 MI (11.4 KM) SOUTH-SOUTHWEST OF LORRAINE, 5.4 MI
 DP6071'(8.7 KM) EAST OF SARASOTA, 4.4 MI (7.1 KM) NORTH-NORTHEAST OF BEE
 DP6071'RIDGE, IN SECTION 19, TOWNSHIP 36 SOUTH, RANGE 19 EAST.
 DP6071'
 DP6071'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6071'ROAD 780 (FRUITVILLE ROAD) IN SARASOTA, GO EAST ON STATE ROAD 780
 DP6071'(FRUITVILLE ROAD) FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF A DRIVEWAY AT
 DP6071'6750 FRUITVILLE ROAD ON THE RIGHT.  TURN RIGHT ON THE DRIVEWAY AND GO
 DP6071'SOUTH FOR ABOUT 125.0 FT (38.1 M) TO A PARKING LOT ENTRANCE ON THE
 DP6071'RIGHT.  TURN RIGHT ON THE ENTRANCE ROAD AND GO WEST, ENTERING THE
 DP6071'SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT PARKING LOT, FOR ABOUT
 DP6071'150.0 FT (45.7 M) TO THE WESTERNMOST OF 3 FLAGPOLES NEAR THE NORTH
 DP6071'EDGE OF THE ASPHALT PAVEMENT AND THE MARK ON THE RIGHT, SET FLUSH IN
 DP6071'THE TOP OF A CONCRETE FLAGPOLE PAD AND LEVEL WITH THE PARKING LOT.
 DP6071'
 DP6071'LOCATED 166.0 FT (50.6 M) NORTHWEST OF SURVEY MARK 753497, 103.5 FT
 DP6071'(31.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 780
 DP6071'(FRUITVILLE ROAD) EASTBOUND, 36.0 FT (11.0 M) NORTH-NORTHWEST OF A
 DP6071'CATCH BASIN, 3.8 FT (1.2 M) NORTH OF THE NORTH EDGE OF THE PAVEMENT OF
 DP6071'THE ASPHALT LOT, 1.3 FT (0.4 M) SOUTH OF THE WESTERNMOST FLAG POLE AND
 DP6071'1.3 FT (0.4 M) SOUTH OF AN ADHESIVE WITNESS STICKER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4006 ***********************************************************************
 DP4006  DESIGNATION -  754183 A
 DP4006  PID         -  DP4006
 DP4006  STATE/COUNTY-  FL/HIGHLANDS
 DP4006  COUNTRY     -  US
 DP4006  USGS QUAD   -  LAKE PLACID (2018)
 DP4006
 DP4006                         *CURRENT SURVEY CONTROL
 DP4006  ______________________________________________________________________
 DP4006* NAD 83(1986) POSITION- 27 16 23.5    (N) 081 20 10.2    (W)   HD_HELD2
 DP4006* NAVD 88 ORTHO HEIGHT -    25.135 (meters)       82.46  (feet) ADJUSTED
 DP4006  ______________________________________________________________________
 DP4006  GEOID HEIGHT    -        -25.276 (meters)                     GEOID18
 DP4006  DYNAMIC HEIGHT  -         25.097 (meters)       82.34  (feet) COMP
 DP4006  MODELED GRAVITY -    979,135.7   (mgal)                       NAVD 88
 DP4006
 DP4006  VERT ORDER      -  FIRST     CLASS II
 DP4006
 DP4006.The horizontal coordinates were established by autonomous hand held GPS
 DP4006.observations and have an estimated accuracy of +/- 10 meters.
 DP4006
 DP4006.The orthometric height was determined by differential leveling and
 DP4006.adjusted by the NATIONAL GEODETIC SURVEY
 DP4006.in December 2014.
 DP4006
 DP4006.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4006.GEOID18 height accuracy estimate available here.
 DP4006
 DP4006.Click photographs - Photos may exist for this station.
 DP4006
 DP4006.The dynamic height is computed by dividing the NAVD 88
 DP4006.geopotential number by the normal gravity value computed on the
 DP4006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4006.degrees latitude (g = 980.6199 gals.).
 DP4006
 DP4006.The modeled gravity was interpolated from observed gravity values.
 DP4006
 DP4006;                    North         East    Units  Estimated Accuracy
 DP4006;SPC FL E     -   325,719.      166,717.      MT  (+/- 10 meters HH2 GPS)
 DP4006
 DP4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6672816739(NAD 83)
 DP4006
 DP4006                          SUPERSEDED SURVEY CONTROL
 DP4006
 DP4006.No superseded survey control is available for this station.
 DP4006
 DP4006_MARKER: DD = SURVEY DISK
 DP4006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4006_STAMPING: 754183 A 2010
 DP4006_MARK LOGO: SWFWMD
 DP4006_PROJECTION: RECESSED 3 CENTIMETERS
 DP4006_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4006+STABILITY: SURFACE MOTION
 DP4006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4006+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2022
 DP4006
 DP4006  HISTORY     - Date     Condition        Report By
 DP4006  HISTORY     - 2010     MONUMENTED       SWFWMD
 DP4006  HISTORY     - 20130816 GOOD             FLDEP
 DP4006  HISTORY     - 20220907 GOOD             GEOCAC
 DP4006
 DP4006                          STATION DESCRIPTION
 DP4006
 DP4006'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4006'THE MARK IS ABOUT 12.7 MI (20.4 KM) SOUTH-SOUTHWEST OF LORIDA, 4.4 MI
 DP4006'(7.1 KM) NORTH OF CHILDS, 2.1 MI (3.4 KM) SOUTHEAST OF LAKE PLACID, IN
 DP4006'SECTION 8, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4006'
 DP4006'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP4006'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP4006'ON U.S. HIGHWAY 27 FOR 3.75 MI (6.0 KM) TO THE JUNCTION OF COUNTY ROAD
 DP4006'29 ON THE LEFT.  TURN LEFT ON COUNTY ROAD 29 AND GO EAST FOR 1.0 MI
 DP4006'(1.6 KM) TO THE JUNCTION OF HOLMES AVENUE ON THE LEFT.  TURN LEFT ON
 DP4006'HOLMES AVENUE AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF LAKE
 DP4006'HUNTLEY DRIVE ON THE LEFT.  TURN LEFT ON LAKE HUNTLEY DRIVE AND GO
 DP4006'SOUTHWEST FOR 0.2 MI (0.3 KM) TO A BOAT LANDING AND THE MARK AHEAD, AN
 DP4006'ALUMINUM DISK SET IN THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE
 DP4006'MONUMENT, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND
 DP4006'LEVEL WITH LAKE HUNTLEY DRIVE.
 DP4006'
 DP4006'LOCATED 123.0 FT (37.5 M) SOUTHWEST OF THE APPROXIMATE EXTENDED
 DP4006'CENTERLINE OF A DRIVEWAY AT 120 LAKE HUNTLEY DRIVE, 72.0 FT (21.9 M)
 DP4006'SOUTHEAST OF SURVEY MARK 754183 C, 45.0 FT (13.7 M) EAST-NORTHEAST OF
 DP4006'A STAFF GAUGE, 11.0 FT (3.4 M) NORTHWEST OF THE APPROXIMATE CENTERLINE
 DP4006'OF A CONCRETE BOAT RAMP AND LAKE HUNTLEY DRIVE, 2.9 FT (0.9 M) SOUTH
 DP4006'OF A METAL SIGN POST AND 1.3 FT (0.4 M) SOUTHWEST OF A CARSONITE
 DP4006'WITNESS POST.
 DP4006'
 DP4006'NOTE UNKNOWN MAGNETISM.
 DP4006
 DP4006                          STATION RECOVERY (2022)
 DP4006
 DP4006'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4006'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4012 ***********************************************************************
 DP4012  DESIGNATION -  754183 B
 DP4012  PID         -  DP4012
 DP4012  STATE/COUNTY-  FL/HIGHLANDS
 DP4012  COUNTRY     -  US
 DP4012  USGS QUAD   -  LAKE PLACID (2018)
 DP4012
 DP4012                         *CURRENT SURVEY CONTROL
 DP4012  ______________________________________________________________________
 DP4012* NAD 83(1986) POSITION- 27 16 23.2    (N) 081 20 10.1    (W)   HD_HELD2
 DP4012* NAVD 88 ORTHO HEIGHT -    24.866 (meters)       81.58  (feet) ADJUSTED
 DP4012  ______________________________________________________________________
 DP4012  GEOID HEIGHT    -        -25.275 (meters)                     GEOID18
 DP4012  DYNAMIC HEIGHT  -         24.828 (meters)       81.46  (feet) COMP
 DP4012  MODELED GRAVITY -    979,135.7   (mgal)                       NAVD 88
 DP4012
 DP4012  VERT ORDER      -  FIRST     CLASS II
 DP4012
 DP4012.The horizontal coordinates were established by autonomous hand held GPS
 DP4012.observations and have an estimated accuracy of +/- 10 meters.
 DP4012
 DP4012.The orthometric height was determined by differential leveling and
 DP4012.adjusted by the NATIONAL GEODETIC SURVEY
 DP4012.in December 2014.
 DP4012
 DP4012.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4012.GEOID18 height accuracy estimate available here.
 DP4012
 DP4012.Click photographs - Photos may exist for this station.
 DP4012
 DP4012.The dynamic height is computed by dividing the NAVD 88
 DP4012.geopotential number by the normal gravity value computed on the
 DP4012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4012.degrees latitude (g = 980.6199 gals.).
 DP4012
 DP4012.The modeled gravity was interpolated from observed gravity values.
 DP4012
 DP4012;                    North         East    Units  Estimated Accuracy
 DP4012;SPC FL E     -   325,709.      166,719.      MT  (+/- 10 meters HH2 GPS)
 DP4012
 DP4012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6673016730(NAD 83)
 DP4012
 DP4012                          SUPERSEDED SURVEY CONTROL
 DP4012
 DP4012.No superseded survey control is available for this station.
 DP4012
 DP4012_MARKER: DD = SURVEY DISK
 DP4012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4012_STAMPING: 754183 B 2010
 DP4012_MARK LOGO: SWFWMD
 DP4012_PROJECTION: RECESSED 25 CENTIMETERS
 DP4012_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4012+STABILITY: SURFACE MOTION
 DP4012_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4012+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2022
 DP4012
 DP4012  HISTORY     - Date     Condition        Report By
 DP4012  HISTORY     - 2010     MONUMENTED       SWFWMD
 DP4012  HISTORY     - 20130816 GOOD             FLDEP
 DP4012  HISTORY     - 20220907 GOOD             GEOCAC
 DP4012
 DP4012                          STATION DESCRIPTION
 DP4012
 DP4012'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4012'THE MARK IS ABOUT 12.8 MI (20.6 KM) SOUTH-SOUTHWEST OF LORIDA, 4.4 MI
 DP4012'(7.1 KM) NORTH OF CHILDS, 2.1 MI (3.4 KM) SOUTHEAST OF LAKE PLACID, IN
 DP4012'SECTION 8, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4012'
 DP4012'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP4012'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP4012'ON U.S. HIGHWAY 27 FOR 3.75 MI (6.0 KM) TO THE JUNCTION OF COUNTY ROAD
 DP4012'29 ON THE LEFT.  TURN LEFT ON COUNTY ROAD 29 AND GO EAST FOR 1.0 MI
 DP4012'(1.6 KM) TO THE JUNCTION OF HOLMES AVENUE ON THE LEFT.  TURN LEFT ON
 DP4012'HOLMES AVENUE AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF LAKE
 DP4012'HUNTLEY DRIVE ON THE LEFT.  TURN LEFT ON LAKE HUNTLEY DRIVE AND GO
 DP4012'SOUTHWEST FOR 0.2 MI (0.3 KM) TO A BOAT LANDING AND THE MARK AHEAD, AN
 DP4012'ALUMINUM DISK SET IN THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE
 DP4012'MONUMENT, RECESSED 1.0 FT (0.3 M) BELOW THE LEVEL OF THE GROUND AND
 DP4012'LEVEL WITH LAKE HUNTLEY DRIVE.
 DP4012'
 DP4012'LOCATED 97.3 FT (29.7 M) SOUTHEAST OF SURVEY MARK 754183 C, 28.5 FT
 DP4012'(8.7 M) SOUTHEAST OF SURVEY MARK 754183 A, 14.0 FT (4.3 M)
 DP4012'EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF LAKE HUNTLEY DRIVE AND
 DP4012'THE CONCRETE BOAT RAMP, 11.0 FT (3.4 M) SOUTH-SOUTHWEST OF A 12-INCH
 DP4012'(30 CM) DIAMETER PALM TREE AND 1.6 FT (0.5 M) NORTH OF A CARSONITE
 DP4012'WITNESS POST.
 DP4012'
 DP4012'NOTE UNKNOWN MAGNETISM.
 DP4012
 DP4012                          STATION RECOVERY (2022)
 DP4012
 DP4012'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4007 ***********************************************************************
 DP4007  DESIGNATION -  754183 C
 DP4007  PID         -  DP4007
 DP4007  STATE/COUNTY-  FL/HIGHLANDS
 DP4007  COUNTRY     -  US
 DP4007  USGS QUAD   -  LAKE PLACID (2018)
 DP4007
 DP4007                         *CURRENT SURVEY CONTROL
 DP4007  ______________________________________________________________________
 DP4007* NAD 83(1986) POSITION- 27 16 23.9    (N) 081 20 10.8    (W)   HD_HELD2
 DP4007* NAVD 88 ORTHO HEIGHT -    25.023 (meters)       82.10  (feet) ADJUSTED
 DP4007  ______________________________________________________________________
 DP4007  GEOID HEIGHT    -        -25.276 (meters)                     GEOID18
 DP4007  DYNAMIC HEIGHT  -         24.985 (meters)       81.97  (feet) COMP
 DP4007  MODELED GRAVITY -    979,135.7   (mgal)                       NAVD 88
 DP4007
 DP4007  VERT ORDER      -  FIRST     CLASS II
 DP4007
 DP4007.The horizontal coordinates were established by autonomous hand held GPS
 DP4007.observations and have an estimated accuracy of +/- 10 meters.
 DP4007
 DP4007.The orthometric height was determined by differential leveling and
 DP4007.adjusted by the NATIONAL GEODETIC SURVEY
 DP4007.in December 2014.
 DP4007
 DP4007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4007.GEOID18 height accuracy estimate available here.
 DP4007
 DP4007.Click photographs - Photos may exist for this station.
 DP4007
 DP4007.The dynamic height is computed by dividing the NAVD 88
 DP4007.geopotential number by the normal gravity value computed on the
 DP4007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4007.degrees latitude (g = 980.6199 gals.).
 DP4007
 DP4007.The modeled gravity was interpolated from observed gravity values.
 DP4007
 DP4007;                    North         East    Units  Estimated Accuracy
 DP4007;SPC FL E     -   325,731.      166,700.      MT  (+/- 10 meters HH2 GPS)
 DP4007
 DP4007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML6671116751(NAD 83)
 DP4007
 DP4007                          SUPERSEDED SURVEY CONTROL
 DP4007
 DP4007.No superseded survey control is available for this station.
 DP4007
 DP4007_MARKER: DD = SURVEY DISK
 DP4007_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4007_STAMPING: 754183 C 2013
 DP4007_MARK LOGO: SWFWMD
 DP4007_PROJECTION: RECESSED 5 CENTIMETERS
 DP4007_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4007+STABILITY: SURFACE MOTION
 DP4007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP4007+SATELLITE: SATELLITE OBSERVATIONS - September 07, 2022
 DP4007_ROD/PIPE-DEPTH: 15.5 meters
 DP4007
 DP4007  HISTORY     - Date     Condition        Report By
 DP4007  HISTORY     - 20130914 MONUMENTED       FLDEP
 DP4007  HISTORY     - 20220907 GOOD             GEOCAC
 DP4007
 DP4007                          STATION DESCRIPTION
 DP4007
 DP4007'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP4007'THE MARK IS ABOUT 12.7 MI (20.4 KM) SOUTH-SOUTHWEST OF LORIDA, 4.4 MI
 DP4007'(7.1 KM) NORTH OF CHILDS, 2.1 MI (3.4 KM) SOUTHEAST OF LAKE PLACID, IN
 DP4007'SECTION 8, TOWNSHIP 37 SOUTH, RANGE 30 EAST.
 DP4007'
 DP4007'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27, COUNTY ROAD
 DP4007'621 WEST (LAKE JUNE ROAD) AND COUNTY ROAD 17 IN LAKE PLACID, GO SOUTH
 DP4007'ON U.S. HIGHWAY 27 FOR 3.75 MI (6.0 KM) TO THE JUNCTION OF COUNTY ROAD
 DP4007'29 ON THE LEFT.  TURN LEFT ON COUNTY ROAD 29 AND GO EAST FOR 1.0 MI
 DP4007'(1.6 KM) TO THE JUNCTION OF HOLMES AVENUE ON THE LEFT.  TURN LEFT ON
 DP4007'HOLMES AVENUE AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF LAKE
 DP4007'HUNTLEY DRIVE ON THE LEFT.  TURN LEFT ON LAKE HUNTLEY DRIVE AND GO
 DP4007'SOUTHWEST FOR 0.2 MI (0.3 KM) TO A BOAT LANDING AND THE MARK ON THE
 DP4007'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 50.7 FT (15.5
 DP4007'M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP4007'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM)
 DP4007'BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL
 DP4007'OF LAKE HUNTLEY DRIVE.
 DP4007'
 DP4007'LOCATED 83.2 FT (25.4 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF A
 DP4007'CONCRETE BOAT RAMP, 72.0 FT (21.9 M) NORTHWEST OF SURVEY MARK 754183
 DP4007'A, 19.2 FT (5.9 M) SOUTH OF A 22-INCH (56 CM) DIAMETER LIVE OAK TREE
 DP4007'AND 1.5 FT (0.5 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DP4007'
 DP4007'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4007'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4007
 DP4007                          STATION RECOVERY (2022)
 DP4007
 DP4007'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3885 ***********************************************************************
 DP3885  DESIGNATION -  758386 A
 DP3885  PID         -  DP3885
 DP3885  STATE/COUNTY-  FL/HIGHLANDS
 DP3885  COUNTRY     -  US
 DP3885  USGS QUAD   -  AVON PARK (2018)
 DP3885
 DP3885                         *CURRENT SURVEY CONTROL
 DP3885  ______________________________________________________________________
 DP3885* NAD 83(1986) POSITION- 27 31 37.6    (N) 081 31 05.4    (W)   HD_HELD2
 DP3885* NAVD 88 ORTHO HEIGHT -    50.384 (meters)      165.30  (feet) ADJUSTED
 DP3885  ______________________________________________________________________
 DP3885  GEOID HEIGHT    -        -25.784 (meters)                     GEOID18
 DP3885  DYNAMIC HEIGHT  -         50.308 (meters)      165.05  (feet) COMP
 DP3885  MODELED GRAVITY -    979,127.2   (mgal)                       NAVD 88
 DP3885
 DP3885  VERT ORDER      -  FIRST     CLASS II
 DP3885
 DP3885.The horizontal coordinates were established by autonomous hand held GPS
 DP3885.observations and have an estimated accuracy of +/- 10 meters.
 DP3885
 DP3885.The orthometric height was determined by differential leveling and
 DP3885.adjusted by the NATIONAL GEODETIC SURVEY
 DP3885.in February 2015.
 DP3885
 DP3885.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3885.GEOID18 height accuracy estimate available here.
 DP3885
 DP3885.Click photographs - Photos may exist for this station.
 DP3885
 DP3885.The dynamic height is computed by dividing the NAVD 88
 DP3885.geopotential number by the normal gravity value computed on the
 DP3885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3885.degrees latitude (g = 980.6199 gals.).
 DP3885
 DP3885.The modeled gravity was interpolated from observed gravity values.
 DP3885
 DP3885;                    North         East    Units  Estimated Accuracy
 DP3885;SPC FL E     -   353,916.      148,814.      MT  (+/- 10 meters HH2 GPS)
 DP3885
 DP3885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4883144926(NAD 83)
 DP3885
 DP3885                          SUPERSEDED SURVEY CONTROL
 DP3885
 DP3885.No superseded survey control is available for this station.
 DP3885
 DP3885_MARKER: DD = SURVEY DISK
 DP3885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP3885_STAMPING: 758386 A 2010
 DP3885_MARK LOGO: SWFWMD
 DP3885_PROJECTION: FLUSH
 DP3885_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP3885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3885+STABILITY: SURFACE MOTION
 DP3885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3885+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2022
 DP3885
 DP3885  HISTORY     - Date     Condition        Report By
 DP3885  HISTORY     - 2010     MONUMENTED       SWFWMD
 DP3885  HISTORY     - 20130511 GOOD             FLDEP
 DP3885  HISTORY     - 20220617 GOOD             GEOCAC
 DP3885
 DP3885                          STATION DESCRIPTION
 DP3885
 DP3885'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3885'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTH-NORTHEAST OF CREWSVILLE, 5.2
 DP3885'MI (8.4 KM) WEST-NORTHWEST OF SEBRING, 4.8 MI (7.7 KM) SOUTH OF AVON
 DP3885'PARK, IN SECTION 16, TOWNSHIP 34 SOUTH, RANGE 28 EAST.
 DP3885'
 DP3885'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 AND U.S.
 DP3885'HIGHWAY 27 IN AVON PARK, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.95 MI (6.4
 DP3885'KM) TO THE INTERSECTION OF VALERIE BOULEVARD ON THE LEFT AND SUN NORTH
 DP3885'LAKE BOULEVARD ON THE RIGHT.  TURN RIGHT ON SUN NORTH LAKE BOULEVARD
 DP3885'AND GO WEST FOR 0.45 MI (0.7 KM) TO A ROUND-ABOUT AND THE INTERSECTION
 DP3885'OF PONCE DE LEON BOULEVARD.  TURN LEFT ON PONCE DE LEON BOULEVARD AND
 DP3885'GO SOUTH FOR 0.45 MI (0.7 KM) TO THE JUNCTION OF GRANADA BOULEVARD ON
 DP3885'THE RIGHT.  TURN RIGHT ON GRANADA BOULEVARD AND GO WEST FOR 0.45 MI
 DP3885'(0.7 KM) TO THE JUNCTION OF EDGEWATER DRIVE ON THE RIGHT.  TURN RIGHT
 DP3885'ON EDGEWATER DRIVE AND GO NORTHWEST FOR 300.0 FT (91.4 M) TO THE
 DP3885'INTERSECTION OF MATANZAS DRIVE, A WELL SITE ON THE RIGHT AND THE MARK
 DP3885'ON THE RIGHT, AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH (30 CM)
 DP3885'ROUND CONCRETE MONUMENT RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DP3885'GROUND AND ABOUT 0.5 FT (15 CM) ABOVE THE LEVEL OF MATANZAS DRIVE.
 DP3885'
 DP3885'LOCATED 50.8 FT (15.5 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DP3885'EDGEWATER DRIVE, 50.5 FT (15.4 M) SOUTHWEST OF SURVEY MARK 758386 B,
 DP3885'42.7 FT (13.0 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF MATANZAS
 DP3885'DRIVE (ALSO THE SOUTH ENTRANCE TO SUN NORTH LAKE RECREATION CENTER),
 DP3885'2.2 FT (0.7 M) NORTHWEST OF A WELL CASING AND 0.7 FT (21 CM) NORTHWEST
 DP3885'OF A CARSONITE WITNESS POST.
 DP3885'
 DP3885'NOTE-UNKNOWN MAGNETISM.
 DP3885
 DP3885                          STATION RECOVERY (2022)
 DP3885
 DP3885'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3885'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP3886 ***********************************************************************
 DP3886  DESIGNATION -  758386 B
 DP3886  PID         -  DP3886
 DP3886  STATE/COUNTY-  FL/HIGHLANDS
 DP3886  COUNTRY     -  US
 DP3886  USGS QUAD   -  AVON PARK (2018)
 DP3886
 DP3886                         *CURRENT SURVEY CONTROL
 DP3886  ______________________________________________________________________
 DP3886* NAD 83(1986) POSITION- 27 31 38.0    (N) 081 31 05.0    (W)   HD_HELD2
 DP3886* NAVD 88 ORTHO HEIGHT -    50.452 (meters)      165.52  (feet) ADJUSTED
 DP3886  ______________________________________________________________________
 DP3886  GEOID HEIGHT    -        -25.784 (meters)                     GEOID18
 DP3886  DYNAMIC HEIGHT  -         50.376 (meters)      165.28  (feet) COMP
 DP3886  MODELED GRAVITY -    979,127.2   (mgal)                       NAVD 88
 DP3886
 DP3886  VERT ORDER      -  FIRST     CLASS II
 DP3886
 DP3886.The horizontal coordinates were established by autonomous hand held GPS
 DP3886.observations and have an estimated accuracy of +/- 10 meters.
 DP3886
 DP3886.The orthometric height was determined by differential leveling and
 DP3886.adjusted by the NATIONAL GEODETIC SURVEY
 DP3886.in February 2015.
 DP3886
 DP3886.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP3886.GEOID18 height accuracy estimate available here.
 DP3886
 DP3886.Click photographs - Photos may exist for this station.
 DP3886
 DP3886.The dynamic height is computed by dividing the NAVD 88
 DP3886.geopotential number by the normal gravity value computed on the
 DP3886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP3886.degrees latitude (g = 980.6199 gals.).
 DP3886
 DP3886.The modeled gravity was interpolated from observed gravity values.
 DP3886
 DP3886;                    North         East    Units  Estimated Accuracy
 DP3886;SPC FL E     -   353,928.      148,825.      MT  (+/- 10 meters HH2 GPS)
 DP3886
 DP3886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4884244939(NAD 83)
 DP3886
 DP3886                          SUPERSEDED SURVEY CONTROL
 DP3886
 DP3886.No superseded survey control is available for this station.
 DP3886
 DP3886_MARKER: DD = SURVEY DISK
 DP3886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP3886_STAMPING: 758386 B 2010
 DP3886_MARK LOGO: SWFWMD
 DP3886_PROJECTION: FLUSH
 DP3886_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DP3886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP3886+STABILITY: SURFACE MOTION
 DP3886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP3886+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2022
 DP3886
 DP3886  HISTORY     - Date     Condition        Report By
 DP3886  HISTORY     - 2010     MONUMENTED       SWFWMD
 DP3886  HISTORY     - 20130511 GOOD             FLDEP
 DP3886  HISTORY     - 20220617 GOOD             GEOCAC
 DP3886
 DP3886                          STATION DESCRIPTION
 DP3886
 DP3886'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DP3886'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTH-NORTHEAST OF CREWSVILLE, 5.2
 DP3886'MI (8.4 KM) WEST-NORTHWEST OF SEBRING, 4.8 MI (7.7 KM) SOUTH OF AVON
 DP3886'PARK, IN SECTION 16, TOWNSHIP 34 SOUTH, RANGE 28 EAST.
 DP3886'
 DP3886'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 AND U.S.
 DP3886'HIGHWAY 27 IN AVON PARK, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.95 MI (6.4
 DP3886'KM) TO THE INTERSECTION OF VALERIE BOULEVARD ON THE LEFT AND SUN NORTH
 DP3886'LAKE BOULEVARD ON THE RIGHT.  TURN RIGHT ON SUN NORTH LAKE BOULEVARD
 DP3886'AND GO WEST FOR 0.45 MI (0.7 KM) TO A ROUND-ABOUT AND THE INTERSECTION
 DP3886'OF PONCE DE LEON BOULEVARD.  TURN LEFT ON PONCE DE LEON BOULEVARD AND
 DP3886'GO SOUTH FOR 0.45 MI (0.7 KM) TO THE JUNCTION OF GRANADA BOULEVARD ON
 DP3886'THE RIGHT.  TURN RIGHT ON GRANADA BOULEVARD AND GO WEST FOR 0.45 MI
 DP3886'(0.7 KM) TO THE JUNCTION OF EDGEWATER DRIVE ON THE RIGHT.  TURN RIGHT
 DP3886'ON EDGEWATER DRIVE AND GO NORTHWEST FOR 300.0 FT (91.4 M) TO THE
 DP3886'INTERSECTION OF MATANZAS DRIVE, A WELL SITE ON THE RIGHT AND THE MARK
 DP3886'ON THE RIGHT, AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH (30 CM)
 DP3886'ROUND CONCRETE MONUMENT RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DP3886'GROUND AND ABOUT 0.5 FT (15 CM) ABOVE THE LEVEL OF MATANZAS DRIVE.
 DP3886'
 DP3886'LOCATED 100.3 FT (30.6 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DP3886'EDGEWATER DRIVE, 50.5 FT (15.4 M) NORTHEAST OF SURVEY MARK 758386 A,
 DP3886'50.0 FT (15.2 M) NORTHEAST OF A WELL CASING, 42.7 FT (13.0 M)
 DP3886'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF MATANZAS DRIVE (ALSO THE
 DP3886'SOUTH ENTRANCE TO SUN NORTH LAKE RECREATION CENTER) AND 0.8 FT (24 CM)
 DP3886'NORTHWEST OF A CARSONITE WITNESS POST.
 DP3886'
 DP3886'NOTE-UNKNOWN MAGNETISM.
 DP3886
 DP3886                          STATION RECOVERY (2022)
 DP3886
 DP3886'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP3886'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8148 ***********************************************************************
 DN8148  DESIGNATION -  758612 A
 DN8148  PID         -  DN8148
 DN8148  STATE/COUNTY-  FL/HERNANDO
 DN8148  COUNTRY     -  US
 DN8148  USGS QUAD   -  ARIPEKA (2018)
 DN8148
 DN8148                         *CURRENT SURVEY CONTROL
 DN8148  ______________________________________________________________________
 DN8148* NAD 83(1986) POSITION- 28 26 51.4    (N) 082 37 36.3    (W)   HD_HELD2
 DN8148* NAVD 88 ORTHO HEIGHT -     6.148 (meters)       20.17  (feet) ADJUSTED
 DN8148  ______________________________________________________________________
 DN8148  GEOID HEIGHT    -        -26.171 (meters)                     GEOID18
 DN8148  DYNAMIC HEIGHT  -          6.140 (meters)       20.14  (feet) COMP
 DN8148  MODELED GRAVITY -    979,202.3   (mgal)                       NAVD 88
 DN8148
 DN8148  VERT ORDER      -  FIRST     CLASS II
 DN8148
 DN8148.The horizontal coordinates were established by autonomous hand held GPS
 DN8148.observations and have an estimated accuracy of +/- 10 meters.
 DN8148
 DN8148.The orthometric height was determined by differential leveling and
 DN8148.adjusted by the NATIONAL GEODETIC SURVEY
 DN8148.in April 2018.
 DN8148
 DN8148.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8148.GEOID18 height accuracy estimate available here.
 DN8148
 DN8148.Click photographs - Photos may exist for this station.
 DN8148
 DN8148.The dynamic height is computed by dividing the NAVD 88
 DN8148.geopotential number by the normal gravity value computed on the
 DN8148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8148.degrees latitude (g = 980.6199 gals.).
 DN8148
 DN8148.The modeled gravity was interpolated from observed gravity values.
 DN8148
 DN8148;                    North         East    Units  Estimated Accuracy
 DN8148;SPC FL W     -   455,972.      138,611.      MT  (+/- 10 meters HH2 GPS)
 DN8148
 DN8148_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4070747865(NAD 83)
 DN8148
 DN8148                          SUPERSEDED SURVEY CONTROL
 DN8148
 DN8148  NAVD 88 (06/21/12)    7.921  (m)           25.99   (f) SUPERSEDED  1 2
 DN8148
 DN8148.Superseded values are not recommended for survey control.
 DN8148
 DN8148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN8148.See file dsdata.pdf to determine how the superseded data were derived.
 DN8148
 DN8148_MARKER: DD = SURVEY DISK
 DN8148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8148_STAMPING: 758612 A 2010
 DN8148_MARK LOGO: SWFWMD
 DN8148_PROJECTION: FLUSH
 DN8148_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8148+STABILITY: SURFACE MOTION
 DN8148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8148+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2019
 DN8148
 DN8148  HISTORY     - Date     Condition        Report By
 DN8148  HISTORY     - 20100610 MONUMENTED       SWFWMD
 DN8148  HISTORY     - 20110401 GOOD             FLDEP
 DN8148  HISTORY     - 20140816 GOOD             FLDEP
 DN8148  HISTORY     - 20180306 GOOD             FLDEP
 DN8148  HISTORY     - 20190925 GOOD             SWFWMD
 DN8148
 DN8148                          STATION DESCRIPTION
 DN8148
 DN8148'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8148'THE MARK IS ABOUT 6.8 MI (10.9 KM) SOUTH OF BAYPORT, 5.7 MI (9.2 KM)
 DN8148'SOUTHWEST OF WEEKI WACHEE, 2.5 MI (4.0 KM) EAST-NORTHEAST OF ARIPEKA,
 DN8148'AT CONNERS FISH CAMP ON HUNTERS LAKE, IN SECTION 32, TOWNSHIP 23
 DN8148'SOUTH, RANGE 17 EAST.
 DN8148'
 DN8148'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN8148'WAY) AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN SPRING HILL, GO
 DN8148'NORTHEAST ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 1.1 MI (1.8 KM) TO
 DN8148'THE INTERSECTION OF WENDY COURT ON THE LEFT AND HUNTERS LAKE ROAD ON
 DN8148'THE RIGHT.  TURN RIGHT ON HUNTERS LAKE ROAD AND GO EAST FOR 0.3 MI
 DN8148'(0.5 KM) TO THE CONNOR RESIDENCE (LOG CABIN) AND A GATED SAND FISH
 DN8148'CAMP ROAD ON THE RIGHT.  TURN RIGHT ON THE SAND FISH CAMP ROAD AND GO
 DN8148'SOUTH AND SOUTHWEST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT, A
 DN8148'STEEL ROD DRIVEN TO A DEPTH OF 10.0 FT (3.0 M) WITH AN ALUMINUM DISK
 DN8148'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 0.5
 DN8148'FT (0.2 M) BELOW THE LEVEL OF THE FISH CAMP ROAD.
 DN8148'
 DN8148'LOCATED 92.0 FT (28.0 M) WEST OF WATER STAFF GAGE 20843, 75.7 FT (23.1
 DN8148'M) SOUTH-SOUTHEAST OF SURVEY MARK 758612 B, 33.4 FT (10.2 M) SOUTHEAST
 DN8148'OF THE APPROXIMATE CENTERLINE OF THE SAND COVERED FISH CAMP ROAD, 25.0
 DN8148'FT (7.6 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE GRASS
 DN8148'COVERED LEVEE ROAD LEADING SOUTHEAST TOWARD HUNTERS LAKE AND 0.9 FT
 DN8148'(0.3 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DN8148
 DN8148                          STATION RECOVERY (2014)
 DN8148
 DN8148'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 DN8148'RECOVERED AS DESCRIBED.
 DN8148
 DN8148                          STATION RECOVERY (2018)
 DN8148
 DN8148'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (RPB)
 DN8148'RECOVERED IN GOOD CONDITION.
 DN8148
 DN8148                          STATION RECOVERY (2019)
 DN8148
 DN8148'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (WJO)
 DN8148'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8149 ***********************************************************************
 DN8149  DESIGNATION -  758612 B
 DN8149  PID         -  DN8149
 DN8149  STATE/COUNTY-  FL/HERNANDO
 DN8149  COUNTRY     -  US
 DN8149  USGS QUAD   -  ARIPEKA (2018)
 DN8149
 DN8149                         *CURRENT SURVEY CONTROL
 DN8149  ______________________________________________________________________
 DN8149* NAD 83(1986) POSITION- 28 26 52.1    (N) 082 37 36.8    (W)   HD_HELD2
 DN8149* NAVD 88 ORTHO HEIGHT -     7.922 (meters)       25.99  (feet) ADJUSTED
 DN8149  ______________________________________________________________________
 DN8149  GEOID HEIGHT    -        -26.171 (meters)                     GEOID18
 DN8149  DYNAMIC HEIGHT  -          7.911 (meters)       25.95  (feet) COMP
 DN8149  MODELED GRAVITY -    979,202.4   (mgal)                       NAVD 88
 DN8149
 DN8149  VERT ORDER      -  FIRST     CLASS II
 DN8149
 DN8149.The horizontal coordinates were established by autonomous hand held GPS
 DN8149.observations and have an estimated accuracy of +/- 10 meters.
 DN8149
 DN8149.The orthometric height was determined by differential leveling and
 DN8149.adjusted by the NATIONAL GEODETIC SURVEY
 DN8149.in April 2018.
 DN8149
 DN8149.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8149.GEOID18 height accuracy estimate available here.
 DN8149
 DN8149.Click photographs - Photos may exist for this station.
 DN8149
 DN8149.The dynamic height is computed by dividing the NAVD 88
 DN8149.geopotential number by the normal gravity value computed on the
 DN8149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8149.degrees latitude (g = 980.6199 gals.).
 DN8149
 DN8149.The modeled gravity was interpolated from observed gravity values.
 DN8149
 DN8149;                    North         East    Units  Estimated Accuracy
 DN8149;SPC FL W     -   455,993.      138,598.      MT  (+/- 10 meters HH2 GPS)
 DN8149
 DN8149_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4069447887(NAD 83)
 DN8149
 DN8149                          SUPERSEDED SURVEY CONTROL
 DN8149
 DN8149  NAVD 88 (06/21/12)    6.148  (m)           20.17   (f) SUPERSEDED  1 2
 DN8149
 DN8149.Superseded values are not recommended for survey control.
 DN8149
 DN8149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN8149.See file dsdata.pdf to determine how the superseded data were derived.
 DN8149
 DN8149_MARKER: DD = SURVEY DISK
 DN8149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8149_STAMPING: 758612 B 2010
 DN8149_MARK LOGO: SWFWMD
 DN8149_PROJECTION: FLUSH
 DN8149_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN8149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8149+STABILITY: SURFACE MOTION
 DN8149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN8149+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2019
 DN8149
 DN8149  HISTORY     - Date     Condition        Report By
 DN8149  HISTORY     - 20100610 MONUMENTED       SWFWMD
 DN8149  HISTORY     - 20110401 GOOD             FLDEP
 DN8149  HISTORY     - 20140815 GOOD             FLDEP
 DN8149  HISTORY     - 20180306 GOOD             FLDEP
 DN8149  HISTORY     - 20190925 GOOD             SWFWMD
 DN8149
 DN8149                          STATION DESCRIPTION
 DN8149
 DN8149'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN8149'THE MARK IS ABOUT 6.8 MI (10.9 KM) SOUTH OF BAYPORT, 5.7 MI (9.2 KM)
 DN8149'SOUTHWEST OF WEEKI WACHEE, 2.5 MI (4.0 KM) EAST-NORTHEAST OF ARIPEKA,
 DN8149'AT CONNERS FISH CAMP ON HUNTERS LAKE, IN SECTION 32, TOWNSHIP 23
 DN8149'SOUTH, RANGE 17 EAST.
 DN8149'
 DN8149'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 (COMMERCIAL
 DN8149'WAY) AND COUNTY ROAD 578 (COUNTY LINE ROAD) IN SPRING HILL, GO
 DN8149'NORTHEAST ON U.S. HIGHWAY 19 (COMMERCIAL WAY) FOR 1.1 MI (1.8 KM) TO
 DN8149'THE INTERSECTION OF WENDY COURT ON THE LEFT AND HUNTERS LAKE ROAD ON
 DN8149'THE RIGHT.  TURN RIGHT ON HUNTERS LAKE ROAD AND GO EAST FOR 0.3 MI
 DN8149'(0.5 KM) TO THE CONNOR RESIDENCE (LOG CABIN) AND A GATED SAND FISH
 DN8149'CAMP ROAD ON THE RIGHT.  TURN RIGHT ON THE SAND FISH CAMP ROAD AND GO
 DN8149'SOUTH AND SOUTHWEST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT, A
 DN8149'STEEL ROD DRIVEN TO A DEPTH OF 15.0 FT (4.6 M) WITH AN ALUMINUM DISK
 DN8149'SET IN A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT 1.5
 DN8149'FT (0.5 M) ABOVE THE LEVEL OF THE FISH CAMP ROAD.
 DN8149'
 DN8149'LOCATED 75.7 FT (23.1 M) NORTH-NORTHWEST OF SURVEY MARK 758612 A, 39.0
 DN8149'FT (11.9 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE SAND
 DN8149'COVERED FISH CAMP ROAD, 26.0 FT (7.9 M) SOUTH OF THE SOUTH CORNER OF A
 DN8149'FRAMED ADDITION TO A GREEN TRAILER AND 0.8 FT (0.2 M) NORTHWEST OF A
 DN8149'CARSONITE WITNESS POST.
 DN8149
 DN8149                          STATION RECOVERY (2014)
 DN8149
 DN8149'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 DN8149'RECOVERED AS DESCRIBED.
 DN8149
 DN8149                          STATION RECOVERY (2018)
 DN8149
 DN8149'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (RPB)
 DN8149'RECOVERED IN GOOD CONDITION.
 DN8149
 DN8149                          STATION RECOVERY (2019)
 DN8149
 DN8149'RECOVERY NOTE BY SW FL WTR MGMT DIST 2019 (WJO)
 DN8149'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9176 ***********************************************************************
 DO9176  DESIGNATION -  759479 A
 DO9176  PID         -  DO9176
 DO9176  STATE/COUNTY-  FL/POLK
 DO9176  COUNTRY     -  US
 DO9176  USGS QUAD   -  BABSON PARK (2018)
 DO9176
 DO9176                         *CURRENT SURVEY CONTROL
 DO9176  ______________________________________________________________________
 DO9176* NAD 83(1986) POSITION- 27 46 28.6    (N) 081 32 11.8    (W)   HD_HELD2
 DO9176* NAVD 88 ORTHO HEIGHT -    29.137 (meters)       95.59  (feet) ADJUSTED
 DO9176  ______________________________________________________________________
 DO9176  GEOID HEIGHT    -        -26.328 (meters)                     GEOID18
 DO9176  DYNAMIC HEIGHT  -         29.093 (meters)       95.45  (feet) COMP
 DO9176  MODELED GRAVITY -    979,142.4   (mgal)                       NAVD 88
 DO9176
 DO9176  VERT ORDER      -  FIRST     CLASS II
 DO9176
 DO9176.The horizontal coordinates were established by autonomous hand held GPS
 DO9176.observations and have an estimated accuracy of +/- 10 meters.
 DO9176
 DO9176.The orthometric height was determined by differential leveling and
 DO9176.adjusted by the NATIONAL GEODETIC SURVEY
 DO9176.in December 2013.
 DO9176
 DO9176.No vertical observational check was made to the station.
 DO9176
 DO9176.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9176.GEOID18 height accuracy estimate available here.
 DO9176
 DO9176.Click photographs - Photos may exist for this station.
 DO9176
 DO9176.The dynamic height is computed by dividing the NAVD 88
 DO9176.geopotential number by the normal gravity value computed on the
 DO9176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9176.degrees latitude (g = 980.6199 gals.).
 DO9176
 DO9176.The modeled gravity was interpolated from observed gravity values.
 DO9176
 DO9176;                    North         East    Units  Estimated Accuracy
 DO9176;SPC FL W     -   381,319.      245,672.      MT  (+/- 10 meters HH2 GPS)
 DO9176
 DO9176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4712972350(NAD 83)
 DO9176
 DO9176                          SUPERSEDED SURVEY CONTROL
 DO9176
 DO9176.No superseded survey control is available for this station.
 DO9176
 DO9176_MARKER: DD = SURVEY DISK
 DO9176_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9176_STAMPING: 759479 A 2012
 DO9176_MARK LOGO: SWFWMD
 DO9176_PROJECTION: FLUSH
 DO9176_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9176+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2012
 DO9176_ROD/PIPE-DEPTH: 14.4 meters
 DO9176
 DO9176  HISTORY     - Date     Condition        Report By
 DO9176  HISTORY     - 20121208 MONUMENTED       FLDEP
 DO9176
 DO9176                          STATION DESCRIPTION
 DO9176
 DO9176'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9176'THE MARK IS ABOUT 8.9 MI (14.3 KM) SOUTH-SOUTHWEST OF HESPERIDES, 4.0
 DO9176'MI (6.4 KM) SOUTH-SOUTHWEST OF BABSON PARK, 2.0 MI (3.2 KM) NORTH OF
 DO9176'FROSTPROOF, IN SECTION 20, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DO9176'
 DO9176'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (NORTH SCENIC
 DO9176'HIGHWAY) AND COUNTY ROAD 630 (WEST H STREET) IN FROSTPROOF, GO NORTH
 DO9176'ON STATE ROAD 17 (NORTH SCENIC HIGHWAY) FOR 1.45 MI (2.3 KM) TO THE
 DO9176'JUNCTION OF A DRIVEWAY AT 1505 STATE ROAD 17 (NORTH SCENIC HIGHWAY) ON
 DO9176'THE LEFT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DO9176'AT A DEPTH OF 47.2 FT (14.4 M) WITH AN ALUMINUM DISK ENCASED IN A
 DO9176'4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 1.5 FT (0.5 M)
 DO9176'BELOW THE LEVEL OF STATE ROAD 17 (NORTH SCENIC HIGHWAY).
 DO9176'
 DO9176'LOCATED 189.3 FT (57.7 M) NORTHWEST OF SURVEY MARK 759479 B, 77.6 FT
 DO9176'(23.7 M) SOUTHEAST OF THE APPROXIMATE EXTENDED CENTERLINE OF THE
 DO9176'DRIVEWAY AT 1505 STATE ROAD 17 (NORTH SCENIC HIGHWAY), 27.5 FT (8.4 M)
 DO9176'EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 17 (NORTH
 DO9176'SCENIC HIGHWAY), 9.9 FT (3.0 M) NORTHWEST OF POWER POLE NUMBER 6-55012
 DO9176'AND 9.8 FT (3.0 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DO9176'
 DO9176'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9176'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9175 ***********************************************************************
 DO9175  DESIGNATION -  759479 B
 DO9175  PID         -  DO9175
 DO9175  STATE/COUNTY-  FL/POLK
 DO9175  COUNTRY     -  US
 DO9175  USGS QUAD   -  BABSON PARK (2018)
 DO9175
 DO9175                         *CURRENT SURVEY CONTROL
 DO9175  ______________________________________________________________________
 DO9175* NAD 83(1986) POSITION- 27 46 27.3    (N) 081 32 10.3    (W)   HD_HELD2
 DO9175* NAVD 88 ORTHO HEIGHT -    29.462 (meters)       96.66  (feet) ADJUSTED
 DO9175  ______________________________________________________________________
 DO9175  GEOID HEIGHT    -        -26.328 (meters)                     GEOID18
 DO9175  DYNAMIC HEIGHT  -         29.418 (meters)       96.52  (feet) COMP
 DO9175  MODELED GRAVITY -    979,142.3   (mgal)                       NAVD 88
 DO9175
 DO9175  VERT ORDER      -  FIRST     CLASS II
 DO9175
 DO9175.The horizontal coordinates were established by autonomous hand held GPS
 DO9175.observations and have an estimated accuracy of +/- 10 meters.
 DO9175
 DO9175.The orthometric height was determined by differential leveling and
 DO9175.adjusted by the NATIONAL GEODETIC SURVEY
 DO9175.in December 2013.
 DO9175
 DO9175.No vertical observational check was made to the station.
 DO9175
 DO9175.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9175.GEOID18 height accuracy estimate available here.
 DO9175
 DO9175.Click photographs - Photos may exist for this station.
 DO9175
 DO9175.The dynamic height is computed by dividing the NAVD 88
 DO9175.geopotential number by the normal gravity value computed on the
 DO9175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9175.degrees latitude (g = 980.6199 gals.).
 DO9175
 DO9175.The modeled gravity was interpolated from observed gravity values.
 DO9175
 DO9175;                    North         East    Units  Estimated Accuracy
 DO9175;SPC FL W     -   381,280.      245,713.      MT  (+/- 10 meters HH2 GPS)
 DO9175
 DO9175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4717072310(NAD 83)
 DO9175
 DO9175                          SUPERSEDED SURVEY CONTROL
 DO9175
 DO9175.No superseded survey control is available for this station.
 DO9175
 DO9175_MARKER: DD = SURVEY DISK
 DO9175_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9175_STAMPING: 759479 B 2012
 DO9175_MARK LOGO: SWFWMD
 DO9175_PROJECTION: FLUSH
 DO9175_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9175+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2012
 DO9175_ROD/PIPE-DEPTH: 17.0 meters
 DO9175
 DO9175  HISTORY     - Date     Condition        Report By
 DO9175  HISTORY     - 20121208 MONUMENTED       FLDEP
 DO9175
 DO9175                          STATION DESCRIPTION
 DO9175
 DO9175'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9175'THE MARK IS ABOUT 8.9 MI (14.3 KM) SOUTH-SOUTHWEST OF HESPERIDES, 4.0
 DO9175'MI (6.4 KM) SOUTH-SOUTHWEST OF BABSON PARK, 2.0 MI (3.2 KM) NORTH OF
 DO9175'FROSTPROOF, IN SECTION 20, TOWNSHIP 31 SOUTH, RANGE 28 EAST.
 DO9175'
 DO9175'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 17 (NORTH SCENIC
 DO9175'HIGHWAY) AND COUNTY ROAD 630 (WEST H STREET) IN FROSTPROOF, GO NORTH
 DO9175'ON STATE ROAD 17 (NORTH SCENIC HIGHWAY) FOR 1.4 MI (2.3 KM) TO THE
 DO9175'JUNCTION OF FLOOD ROAD ON THE LEFT AND THE MARK ON THE RIGHT, AN
 DO9175'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 55.8 FT (17.0 M) WITH AN
 DO9175'ALUMINUM DISK ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DO9175'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 17
 DO9175'(NORTH SCENIC HIGHWAY).
 DO9175'
 DO9175'LOCATED 189.3 FT (57.7 M) SOUTHEAST OF SURVEY MARK 759479 A, 61.2 FT
 DO9175'(18.7 M) NORTHWEST OF THE APPROXIMATE EXTENDED CENTERLINE OF FLOOD
 DO9175'ROAD, 27.2 FT (8.3 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DO9175'STATE ROAD 17 (NORTH SCENIC HIGHWAY), 8.0 FT (2.4 M) SOUTHEAST OF A
 DO9175'CARSONITE WITNESS POST AND 7.9 FT (2.4 M) SOUTHEAST OF POWER POLE
 DO9175'NUMBER 3510826-B104514.
 DO9175'
 DO9175'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9175'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1891 ***********************************************************************
 DO1891  DESIGNATION -  759480 A
 DO1891  PID         -  DO1891
 DO1891  STATE/COUNTY-  FL/POLK
 DO1891  COUNTRY     -  US
 DO1891  USGS QUAD   -  WINTER HAVEN (2018)
 DO1891
 DO1891                         *CURRENT SURVEY CONTROL
 DO1891  ______________________________________________________________________
 DO1891* NAD 83(1986) POSITION- 28 01 52.5    (N) 081 43 51.4    (W)   HD_HELD2
 DO1891* NAVD 88 ORTHO HEIGHT -    45.795 (meters)      150.25  (feet) ADJUSTED
 DO1891  ______________________________________________________________________
 DO1891  GEOID HEIGHT    -        -26.648 (meters)                     GEOID18
 DO1891  DYNAMIC HEIGHT  -         45.727 (meters)      150.02  (feet) COMP
 DO1891  MODELED GRAVITY -    979,152.9   (mgal)                       NAVD 88
 DO1891
 DO1891  VERT ORDER      -  FIRST     CLASS II
 DO1891
 DO1891.The horizontal coordinates were established by autonomous hand held GPS
 DO1891.observations and have an estimated accuracy of +/- 10 meters.
 DO1891
 DO1891.The orthometric height was determined by differential leveling and
 DO1891.adjusted by the NATIONAL GEODETIC SURVEY
 DO1891.in December 2012.
 DO1891
 DO1891.No vertical observational check was made to the station.
 DO1891
 DO1891.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1891.GEOID18 height accuracy estimate available here.
 DO1891
 DO1891.Click photographs - Photos may exist for this station.
 DO1891
 DO1891.The dynamic height is computed by dividing the NAVD 88
 DO1891.geopotential number by the normal gravity value computed on the
 DO1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1891.degrees latitude (g = 980.6199 gals.).
 DO1891
 DO1891.The modeled gravity was interpolated from observed gravity values.
 DO1891
 DO1891;                    North         East    Units  Estimated Accuracy
 DO1891;SPC FL W     -   409,701.      226,456.      MT  (+/- 10 meters HH2 GPS)
 DO1891
 DO1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2815100879(NAD 83)
 DO1891
 DO1891                          SUPERSEDED SURVEY CONTROL
 DO1891
 DO1891.No superseded survey control is available for this station.
 DO1891
 DO1891_MARKER: DD = SURVEY DISK
 DO1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO1891_STAMPING: SID 759480 A 2010
 DO1891_MARK LOGO: SWFWMD
 DO1891_PROJECTION: RECESSED 4 CENTIMETERS
 DO1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1891+STABILITY: SURFACE MOTION
 DO1891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1891+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2011
 DO1891
 DO1891  HISTORY     - Date     Condition        Report By
 DO1891  HISTORY     - 20100701 MONUMENTED       SWFWMD
 DO1891  HISTORY     - 20110831 GOOD             FLDEP
 DO1891  HISTORY     - 20190321 MARK NOT FOUND   USPSQD
 DO1891  HISTORY     - 20210210 GOOD             USPSQD
 DO1891
 DO1891                          STATION DESCRIPTION
 DO1891
 DO1891'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1891'THE MARK IS ABOUT 4.2 MI (6.8 KM) EAST-SOUTHEAST OF AUBURNDALE, 2.6 MI
 DO1891'(4.2 KM) NORTH OF ELOISE, 0.7 MI (1.1 KM) NORTH-NORTHEAST OF WINTER
 DO1891'HAVEN, IN SECTION 20, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1891'
 DO1891'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1891'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY
 DO1891'17 FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF AVENUE I NORTHWEST ON THE
 DO1891'LEFT.  TURN LEFT ON AVENUE I NORTHWEST AND GO EAST FOR 0.1 MI (0.2 KM)
 DO1891'TO A BIKE PATH CROSSING AND A PARK ENTRANCE ON THE LEFT.  TURN LEFT ON
 DO1891'THE PARK ENTRANCE ROAD AND GO NORTH FOR ABOUT 200.0 FT (61.0 M) TO A
 DO1891'WOODEN RAIL FENCE AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DO1891'REFUSAL AT A DEPTH OF 10.0 FT (3.0 M) WITH AN ALUMINUM DISK ENCASED IN
 DO1891'A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 DO1891'LEVEL WITH THE BIKE PATH.
 DO1891'
 DO1891'LOCATED 110.3 FT (33.6 M) SOUTH OF THE SOUTHEAST CORNER OF THE PICNIC
 DO1891'PAVILION, 72.4 FT (22.1 M) SOUTH-SOUTHEAST OF SURVEY MARK 759480 B,
 DO1891'61.6 FT (18.8 M) EAST OF A WOODEN POWER POLE, 30.2 FT (9.2 M) EAST OF
 DO1891'THE APPROXIMATE CENTERLINE OF THE BIKE PATH, 1.5 FT (0.5 M) NORTH OF A
 DO1891'WOODEN RAIL FENCE AND 1.2 FT (0.4 M) NORTH OF A CARSONITE WITNESS
 DO1891'POST.
 DO1891'
 DO1891'NOTE-UNKNOWN MAGNETISM.
 DO1891
 DO1891                          STATION RECOVERY (2019)
 DO1891
 DO1891'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLG)
 DO1891'WITNESS POST ONLY.  MARKER NOT FOUND.
 DO1891
 DO1891                          STATION RECOVERY (2021)
 DO1891
 DO1891'RECOVERY NOTE BY US POWER SQUADRON 2021 (DLG)
 DO1891'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1892 ***********************************************************************
 DO1892  DESIGNATION -  759480 B
 DO1892  PID         -  DO1892
 DO1892  STATE/COUNTY-  FL/POLK
 DO1892  COUNTRY     -  US
 DO1892  USGS QUAD   -  WINTER HAVEN (2018)
 DO1892
 DO1892                         *CURRENT SURVEY CONTROL
 DO1892  ______________________________________________________________________
 DO1892* NAD 83(1986) POSITION- 28 01 52.8    (N) 081 43 52.0    (W)   HD_HELD2
 DO1892* NAVD 88 ORTHO HEIGHT -    45.953 (meters)      150.76  (feet) ADJUSTED
 DO1892  ______________________________________________________________________
 DO1892  GEOID HEIGHT    -        -26.648 (meters)                     GEOID18
 DO1892  DYNAMIC HEIGHT  -         45.885 (meters)      150.54  (feet) COMP
 DO1892  MODELED GRAVITY -    979,152.9   (mgal)                       NAVD 88
 DO1892
 DO1892  VERT ORDER      -  FIRST     CLASS II
 DO1892
 DO1892.The horizontal coordinates were established by autonomous hand held GPS
 DO1892.observations and have an estimated accuracy of +/- 10 meters.
 DO1892
 DO1892.The orthometric height was determined by differential leveling and
 DO1892.adjusted by the NATIONAL GEODETIC SURVEY
 DO1892.in December 2012.
 DO1892
 DO1892.No vertical observational check was made to the station.
 DO1892
 DO1892.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1892.GEOID18 height accuracy estimate available here.
 DO1892
 DO1892.Click photographs - Photos may exist for this station.
 DO1892
 DO1892.The dynamic height is computed by dividing the NAVD 88
 DO1892.geopotential number by the normal gravity value computed on the
 DO1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1892.degrees latitude (g = 980.6199 gals.).
 DO1892
 DO1892.The modeled gravity was interpolated from observed gravity values.
 DO1892
 DO1892;                    North         East    Units  Estimated Accuracy
 DO1892;SPC FL W     -   409,710.      226,439.      MT  (+/- 10 meters HH2 GPS)
 DO1892
 DO1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2813500888(NAD 83)
 DO1892
 DO1892                          SUPERSEDED SURVEY CONTROL
 DO1892
 DO1892.No superseded survey control is available for this station.
 DO1892
 DO1892_MARKER: DD = SURVEY DISK
 DO1892_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO1892_SP_SET: SIDEWALK
 DO1892_STAMPING: SID 759480 B 2010
 DO1892_MARK LOGO: SWFWMD
 DO1892_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO1892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO1892+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2019
 DO1892
 DO1892  HISTORY     - Date     Condition        Report By
 DO1892  HISTORY     - 20100701 MONUMENTED       SWFWMD
 DO1892  HISTORY     - 20110831 GOOD             FLDEP
 DO1892  HISTORY     - 20190321 GOOD             USPSQD
 DO1892
 DO1892                          STATION DESCRIPTION
 DO1892
 DO1892'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DO1892'THE MARK IS ABOUT 4.2 MI (6.8 KM) EAST-SOUTHEAST OF AUBURNDALE, 2.6 MI
 DO1892'(4.2 KM) NORTH OF ELOISE, 0.7 MI (1.1 KM) NORTH-NORTHEAST OF WINTER
 DO1892'HAVEN, IN SECTION 20, TOWNSHIP 28 SOUTH, RANGE 26 EAST.
 DO1892'
 DO1892'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND AVENUE
 DO1892'T NORTHEAST (STATE ROAD 544) IN WINTER HAVEN, GO SOUTH ON U.S. HIGHWAY
 DO1892'17 FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF AVENUE I NORTHWEST ON THE
 DO1892'LEFT.  TURN LEFT ON AVENUE I NORTHWEST AND GO EAST FOR 0.1 MI (0.2 KM)
 DO1892'TO A BIKE PATH CROSSING AND A PARK ENTRANCE ON THE LEFT.  TURN LEFT ON
 DO1892'THE BIKE PATH AND GO NORTH FOR ABOUT 200.0 FT (61.0 M) TO THE JUNCTION
 DO1892'OF ANOTHER BIKE PATH ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DO1892'ALUMINUM DISK SET FLUSH IN THE CONCRETE SIDEWALK LEVEL WITH THE BIKE
 DO1892'PATH.
 DO1892'
 DO1892'LOCATED 72.4 FT (22.1 M) NORTH-NORTHEAST OF SURVEY MARK 759480 A, 63.6
 DO1892'FT (19.4 M) NORTHEAST OF A WOODEN POWER POLE, 46.8 FT (14.3 M) SOUTH
 DO1892'OF THE SOUTHEAST CORNER OF THE PICNIC PAVILION, 18.7 FT (5.7 M) WEST
 DO1892'OF THE APPROXIMATE CENTERLINE OF THE EAST FORK OF THE BIKE PATH AND
 DO1892'0.7 FT (21 CM) SOUTH OF THE METAL HANDRAIL.
 DO1892'
 DO1892'NOTE-UNKNOWN MAGNETISM.
 DO1892
 DO1892                          STATION RECOVERY (2019)
 DO1892
 DO1892'RECOVERY NOTE BY US POWER SQUADRON 2019 (DLG)
 DO1892'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8588 ***********************************************************************
 DN8588  DESIGNATION -  759559 A
 DN8588  PID         -  DN8588
 DN8588  STATE/COUNTY-  FL/CITRUS
 DN8588  COUNTRY     -  US
 DN8588  USGS QUAD   -  STOKES FERRY (2018)
 DN8588
 DN8588                         *CURRENT SURVEY CONTROL
 DN8588  ______________________________________________________________________
 DN8588* NAD 83(1986) POSITION- 28 54 16.5    (N) 082 18 21.8    (W)   HD_HELD2
 DN8588* NAVD 88 ORTHO HEIGHT -    12.966 (meters)       42.54  (feet) ADJUSTED
 DN8588  ______________________________________________________________________
 DN8588  GEOID HEIGHT    -        -27.406 (meters)                     GEOID18
 DN8588  DYNAMIC HEIGHT  -         12.948 (meters)       42.48  (feet) COMP
 DN8588  MODELED GRAVITY -    979,230.1   (mgal)                       NAVD 88
 DN8588
 DN8588  VERT ORDER      -  SECOND    CLASS I
 DN8588
 DN8588.The horizontal coordinates were established by autonomous hand held GPS
 DN8588.observations and have an estimated accuracy of +/- 10 meters.
 DN8588
 DN8588.The orthometric height was determined by differential leveling and
 DN8588.adjusted by the NATIONAL GEODETIC SURVEY
 DN8588.in July 2012.
 DN8588
 DN8588.No vertical observational check was made to the station.
 DN8588
 DN8588.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8588.GEOID18 height accuracy estimate available here.
 DN8588
 DN8588.Click photographs - Photos may exist for this station.
 DN8588
 DN8588.The dynamic height is computed by dividing the NAVD 88
 DN8588.geopotential number by the normal gravity value computed on the
 DN8588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8588.degrees latitude (g = 980.6199 gals.).
 DN8588
 DN8588.The modeled gravity was interpolated from observed gravity values.
 DN8588
 DN8588;                    North         East    Units  Estimated Accuracy
 DN8588;SPC FL W     -   506,494.      170,153.      MT  (+/- 10 meters HH2 GPS)
 DN8588
 DN8588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7266798115(NAD 83)
 DN8588
 DN8588                          SUPERSEDED SURVEY CONTROL
 DN8588
 DN8588.No superseded survey control is available for this station.
 DN8588
 DN8588_MARKER: DD = SURVEY DISK
 DN8588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8588_STAMPING: 759559 A 2010
 DN8588_MARK LOGO: SWFWMD
 DN8588_PROJECTION: FLUSH
 DN8588_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN8588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8588+STABILITY: SURFACE MOTION
 DN8588_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8588+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DN8588
 DN8588  HISTORY     - Date     Condition        Report By
 DN8588  HISTORY     - 20100804 MONUMENTED       SWFWMD
 DN8588  HISTORY     - 20101201 GOOD             FLDEP
 DN8588
 DN8588                          STATION DESCRIPTION
 DN8588
 DN8588'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN8588'THE MARK IS ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF HOLDER, 6.6 MI
 DN8588'(10.6 KM) WEST-NORTHWEST OF RUTLAND, 5.0 MI (8.0 KM) NORTH-NORTHEAST
 DN8588'OF INVERNESS, IN SECTION 21, TOWNSHIP 18 SOUTH, RANGE 20 EAST.
 DN8588'
 DN8588'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 44 WEST AND U.S.
 DN8588'HIGHWAY 41 (NORTH FLORIDA AVENUE) IN INVERNESS, GO NORTH ON U.S.
 DN8588'HIGHWAY 41 (NORTH FLORIDA AVENUE) FOR 0.3 MI (0.5 KM) TO THE JUNCTION
 DN8588'OF ZEPHYR STREET ON THE RIGHT.  TURN RIGHT ON ZEPHYR STREET AND GO
 DN8588'EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF ELLA AVENUE (COUNTY ROAD
 DN8588'581) ON THE LEFT.  TURN LEFT ON ELLA AVENUE (COUNTY ROAD 581) AND GO
 DN8588'NORTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF COUNTY ROAD 581 (EAST
 DN8588'TURNER CAMP ROAD).  CONTINUE NORTHEAST ON COUNTY ROAD 581 (EAST TURNER
 DN8588'CAMP ROAD) FOR 5.1 MI (8.2 KM) TO THE JUNCTION OF NORTH DEE RIVER ROAD
 DN8588'ON THE LEFT.  TURN LEFT ON NORTH DEE RIVER ROAD AND GO NORTH FOR 1.2
 DN8588'MI (1.9 KM) TO THE ENTRANCE GATE TO POTTS PRESERVE.  CONTINUE NORTH ON
 DN8588'POTTS PRESERVE MAIN ROAD FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF LOOP
 DN8588'ROAD ON THE LEFT.  TURN LEFT ON LOOP ROAD AND GO WEST FOR 260.0 FT
 DN8588'(79.2 M) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DN8588'ALUMINUM ROD AND DISC DRIVEN TO A DEPTH OF 20.0 FT (6.1 M) AND SET IN
 DN8588'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL
 DN8588'WITH LOOP ROAD.
 DN8588'
 DN8588'LOCATED 260.0 FT (79.2 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DN8588'MAIN ROAD, 101.0 FT (30.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DN8588'LOOP ROAD, 43.0 FT (13.1 M) NORTH OF SURVEY MARK 759559 B, 12.5 FT
 DN8588'(3.8 M) NORTH OF THE NORTHERNMOST OF 2 WELLS AND 0.8 FT (24 CM) EAST
 DN8588'OF A CARSONITE WITNESS POST.    NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN8587 ***********************************************************************
 DN8587  DESIGNATION -  759559 B
 DN8587  PID         -  DN8587
 DN8587  STATE/COUNTY-  FL/CITRUS
 DN8587  COUNTRY     -  US
 DN8587  USGS QUAD   -  STOKES FERRY (2018)
 DN8587
 DN8587                         *CURRENT SURVEY CONTROL
 DN8587  ______________________________________________________________________
 DN8587* NAD 83(1986) POSITION- 28 54 16.1    (N) 082 18 22.0    (W)   HD_HELD2
 DN8587* NAVD 88 ORTHO HEIGHT -    12.725 (meters)       41.75  (feet) ADJUSTED
 DN8587  ______________________________________________________________________
 DN8587  GEOID HEIGHT    -        -27.406 (meters)                     GEOID18
 DN8587  DYNAMIC HEIGHT  -         12.707 (meters)       41.69  (feet) COMP
 DN8587  MODELED GRAVITY -    979,230.1   (mgal)                       NAVD 88
 DN8587
 DN8587  VERT ORDER      -  SECOND    CLASS I
 DN8587
 DN8587.The horizontal coordinates were established by autonomous hand held GPS
 DN8587.observations and have an estimated accuracy of +/- 10 meters.
 DN8587
 DN8587.The orthometric height was determined by differential leveling and
 DN8587.adjusted by the NATIONAL GEODETIC SURVEY
 DN8587.in July 2012.
 DN8587
 DN8587.No vertical observational check was made to the station.
 DN8587
 DN8587.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN8587.GEOID18 height accuracy estimate available here.
 DN8587
 DN8587.Click photographs - Photos may exist for this station.
 DN8587
 DN8587.The dynamic height is computed by dividing the NAVD 88
 DN8587.geopotential number by the normal gravity value computed on the
 DN8587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN8587.degrees latitude (g = 980.6199 gals.).
 DN8587
 DN8587.The modeled gravity was interpolated from observed gravity values.
 DN8587
 DN8587;                    North         East    Units  Estimated Accuracy
 DN8587;SPC FL W     -   506,481.      170,147.      MT  (+/- 10 meters HH2 GPS)
 DN8587
 DN8587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7266298103(NAD 83)
 DN8587
 DN8587                          SUPERSEDED SURVEY CONTROL
 DN8587
 DN8587.No superseded survey control is available for this station.
 DN8587
 DN8587_MARKER: DD = SURVEY DISK
 DN8587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN8587_STAMPING: 759559 B 2010
 DN8587_MARK LOGO: SWFWMD
 DN8587_PROJECTION: FLUSH
 DN8587_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DN8587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN8587+STABILITY: SURFACE MOTION
 DN8587_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN8587+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2010
 DN8587
 DN8587  HISTORY     - Date     Condition        Report By
 DN8587  HISTORY     - 2010     MONUMENTED       SWFWMD
 DN8587  HISTORY     - 20101201 GOOD             FLDEP
 DN8587
 DN8587                          STATION DESCRIPTION
 DN8587
 DN8587'DESCRIBED BY FL DEPT OF ENV PRO 2010 (BPJ)
 DN8587'THE MARK IS ABOUT 8.2 MI (13.2 KM) EAST-SOUTHEAST OF HOLDER, 6.6 MI
 DN8587'(10.6 KM) WEST-NORTHWEST OF RUTLAND, 5.0 MI (8.0 KM) NORTH-NORTHEAST
 DN8587'OF INVERNESS, IN SECTION 21, TOWNSHIP 18 SOUTH, RANGE 20 EAST.
 DN8587'
 DN8587'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 44 WEST AND U.S.
 DN8587'HIGHWAY 41 (NORTH FLORIDA AVENUE) IN INVERNESS, GO NORTH ON U.S.
 DN8587'HIGHWAY 41 (NORTH FLORIDA AVENUE) FOR 0.3 MI (0.5 KM) TO THE JUNCTION
 DN8587'OF ZEPHYR STREET ON THE RIGHT.  TURN RIGHT ON ZEPHYR STREET AND GO
 DN8587'EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF ELLA AVENUE (COUNTY ROAD
 DN8587'581) ON THE LEFT.  TURN LEFT ON ELLA AVENUE (COUNTY ROAD 581) AND GO
 DN8587'NORTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF COUNTY ROAD 581 (EAST
 DN8587'TURNER CAMP ROAD).  CONTINUE NORTHEAST ON COUNTY ROAD 581 (EAST TURNER
 DN8587'CAMP ROAD) FOR 5.1 MI (8.2 KM) TO THE JUNCTION OF NORTH DEE RIVER ROAD
 DN8587'ON THE LEFT.  TURN LEFT ON NORTH DEE RIVER ROAD AND GO NORTH FOR 1.2
 DN8587'MI (1.9 KM) TO THE ENTRANCE GATE TO POTTS PRESERVE.  CONTINUE NORTH ON
 DN8587'POTTS PRESERVE MAIN ROAD FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF LOOP
 DN8587'ROAD ON THE LEFT.  TURN LEFT ON LOOP ROAD AND GO WEST FOR 260.0 FT
 DN8587'(79.2 M) TO A WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN
 DN8587'ALUMINUM ROD AND DISC DRIVEN TO A DEPTH OF 15.0 FT (4.6 M) AND SET IN
 DN8587'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL
 DN8587'WITH LOOP ROAD.
 DN8587'
 DN8587'LOCATED 265.0 FT (80.8 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DN8587'MAIN ROAD, 62.0 FT (18.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DN8587'LOOP ROAD, 43.0 FT (13.1 M) SOUTH OF SURVEY MARK 759559 A, 25.2 FT
 DN8587'(7.7 M) SOUTH OF THE SOUTHERNMOST OF 2 WELLS AND 0.9 FT (27 CM) EAST
 DN8587'OF A CARSONITE WITNESS POST.    NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3734 ***********************************************************************
 DQ3734  DESIGNATION -  759565 A
 DQ3734  PID         -  DQ3734
 DQ3734  STATE/COUNTY-  FL/CITRUS
 DQ3734  COUNTRY     -  US
 DQ3734  USGS QUAD   -  RUTLAND (2018)
 DQ3734
 DQ3734                         *CURRENT SURVEY CONTROL
 DQ3734  ______________________________________________________________________
 DQ3734* NAD 83(1986) POSITION- 28 47 31.45   (N) 082 14 03.75   (W)   HD_HELD1
 DQ3734* NAVD 88 ORTHO HEIGHT -    14.184 (meters)       46.54  (feet) ADJUSTED
 DQ3734  ______________________________________________________________________
 DQ3734  GEOID HEIGHT    -        -27.218 (meters)                     GEOID18
 DQ3734  DYNAMIC HEIGHT  -         14.164 (meters)       46.47  (feet) COMP
 DQ3734  MODELED GRAVITY -    979,225.8   (mgal)                       NAVD 88
 DQ3734
 DQ3734  VERT ORDER      -  SECOND    CLASS I
 DQ3734
 DQ3734.The horizontal coordinates were determined by differentially corrected
 DQ3734.hand held GPS observations or other comparable positioning techniques
 DQ3734.and have an estimated accuracy of +/- 3 meters.
 DQ3734
 DQ3734.The orthometric height was determined by differential leveling and
 DQ3734.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3734.in December 2016.
 DQ3734
 DQ3734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3734.GEOID18 height accuracy estimate available here.
 DQ3734
 DQ3734.Click photographs - Photos may exist for this station.
 DQ3734
 DQ3734.The dynamic height is computed by dividing the NAVD 88
 DQ3734.geopotential number by the normal gravity value computed on the
 DQ3734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3734.degrees latitude (g = 980.6199 gals.).
 DQ3734
 DQ3734.The modeled gravity was interpolated from observed gravity values.
 DQ3734
 DQ3734;                    North         East    Units  Estimated Accuracy
 DQ3734;SPC FL W     -   494,008.2     177,118.5     MT  (+/- 3 meters HH1 GPS) 
 DQ3734
 DQ3734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7952785574(NAD 83)
 DQ3734
 DQ3734                          SUPERSEDED SURVEY CONTROL
 DQ3734
 DQ3734.No superseded survey control is available for this station.
 DQ3734
 DQ3734_MARKER: DD = SURVEY DISK
 DQ3734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3734_STAMPING: 759565 A 2010
 DQ3734_MARK LOGO: SWFWMD
 DQ3734_PROJECTION: FLUSH
 DQ3734_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3734+STABILITY: SURFACE MOTION
 DQ3734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3734+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 DQ3734
 DQ3734  HISTORY     - Date     Condition        Report By
 DQ3734  HISTORY     - 20100928 MONUMENTED       SWFWMD
 DQ3734  HISTORY     - 20160503 GOOD             FLDEP
 DQ3734
 DQ3734                          STATION DESCRIPTION
 DQ3734
 DQ3734'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ3734'THE MARK IS ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF WAHOO, 6.6 MI
 DQ3734'(10.6 KM) EAST-SOUTHEAST OF INVERNESS, 4.4 MI (7.1 KM) SOUTH-SOUTHWEST
 DQ3734'OF RUTLAND, IN SECTION 32, TOWNSHIP 19 SOUTH, RANGE 21 EAST.
 DQ3734'
 DQ3734'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 44 AND U.S. HIGHWAY
 DQ3734'41 SOUTH IN INVERNESS, GO EAST ON STATE ROAD 44 FOR 6.25 MI (10.06 KM)
 DQ3734'TO THE JUNCTION OF EAST BOY SCOUT ROAD ON THE RIGHT.  TURN RIGHT ON
 DQ3734'EAST BOY SCOUT ROAD AND GO SOUTHEAST FOR 0.75 MI (1.21 KM) TO THE
 DQ3734'ENTRANCE TO THE FLYING EAGLE PRESERVE.  TURN RIGHT ON THE ENTRANCE
 DQ3734'ROAD AND GO SOUTHERLY, PASSING THROUGH A LOCKED GATE, FOR 2.1 MI (3.4
 DQ3734'KM) TO THE JUNCTION OF A DIM DIRT ROAD ON THE RIGHT.  TURN RIGHT ON
 DQ3734'THE DIM ROAD AND GO WEST, PASSING THROUGH THE LOCKED GATE, FOR ABOUT
 DQ3734'175.0 FT (53.3 M) TO THE JUNCTION OF THE MAIN ROAD ON THE LEFT.  TURN
 DQ3734'LEFT ON THE MAIN ROAD AND GO SOUTH FOR 2.1 MI (3.4 KM) TO THE
 DQ3734'Y-JUNCTION OF DIKE ROAD ON THE LEFT, MAIN ROAD ON THE RIGHT, A WELL
 DQ3734'SITE AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND
 DQ3734'WITH AN ALUMINUM DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DQ3734'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE MAIN ROAD.
 DQ3734'
 DQ3734'LOCATED 67.5 FT (20.6 M) WEST OF SURVEY MARK 759565 B, 39.0 FT (11.9
 DQ3734'M) EAST OF THE APPROXIMATE CENTERLINE OF THE MAIN ROAD, 16.7 FT (5.1
 DQ3734'M) NORTHEAST OF WELL CASING NUMBER 759565, 16.6 FT (5.1 M) SOUTHWEST
 DQ3734'OF THE APPROXIMATE CENTERLINE OF DIKE ROAD, 16.3 FT (5.0 M)
 DQ3734'NORTH-NORTHEAST OF WELL CASING NUMBER 759564 AND 0.9 FT (27 CM)
 DQ3734'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 DQ3734'
 DQ3734'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3735 ***********************************************************************
 DQ3735  DESIGNATION -  759565 B
 DQ3735  PID         -  DQ3735
 DQ3735  STATE/COUNTY-  FL/CITRUS
 DQ3735  COUNTRY     -  US
 DQ3735  USGS QUAD   -  RUTLAND (2018)
 DQ3735
 DQ3735                         *CURRENT SURVEY CONTROL
 DQ3735  ______________________________________________________________________
 DQ3735* NAD 83(1986) POSITION- 28 47 31.47   (N) 082 14 02.99   (W)   HD_HELD1
 DQ3735* NAVD 88 ORTHO HEIGHT -    14.042 (meters)       46.07  (feet) ADJUSTED
 DQ3735  ______________________________________________________________________
 DQ3735  GEOID HEIGHT    -        -27.218 (meters)                     GEOID18
 DQ3735  DYNAMIC HEIGHT  -         14.022 (meters)       46.00  (feet) COMP
 DQ3735  MODELED GRAVITY -    979,225.8   (mgal)                       NAVD 88
 DQ3735
 DQ3735  VERT ORDER      -  SECOND    CLASS I
 DQ3735
 DQ3735.The horizontal coordinates were determined by differentially corrected
 DQ3735.hand held GPS observations or other comparable positioning techniques
 DQ3735.and have an estimated accuracy of +/- 3 meters.
 DQ3735
 DQ3735.The orthometric height was determined by differential leveling and
 DQ3735.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3735.in December 2016.
 DQ3735
 DQ3735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3735.GEOID18 height accuracy estimate available here.
 DQ3735
 DQ3735.Click photographs - Photos may exist for this station.
 DQ3735
 DQ3735.The dynamic height is computed by dividing the NAVD 88
 DQ3735.geopotential number by the normal gravity value computed on the
 DQ3735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3735.degrees latitude (g = 980.6199 gals.).
 DQ3735
 DQ3735.The modeled gravity was interpolated from observed gravity values.
 DQ3735
 DQ3735;                    North         East    Units  Estimated Accuracy
 DQ3735;SPC FL W     -   494,008.7     177,139.1     MT  (+/- 3 meters HH1 GPS) 
 DQ3735
 DQ3735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7954785574(NAD 83)
 DQ3735
 DQ3735                          SUPERSEDED SURVEY CONTROL
 DQ3735
 DQ3735.No superseded survey control is available for this station.
 DQ3735
 DQ3735_MARKER: DD = SURVEY DISK
 DQ3735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3735_STAMPING: 759565B 2010
 DQ3735_MARK LOGO: SWFWMD
 DQ3735_PROJECTION: FLUSH
 DQ3735_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3735+STABILITY: SURFACE MOTION
 DQ3735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3735+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 DQ3735
 DQ3735  HISTORY     - Date     Condition        Report By
 DQ3735  HISTORY     - 20100928 MONUMENTED       SWFWMD
 DQ3735  HISTORY     - 20160503 GOOD             FLDEP
 DQ3735
 DQ3735                          STATION DESCRIPTION
 DQ3735
 DQ3735'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ3735'THE MARK IS ABOUT 7.4 MI (11.9 KM) NORTH-NORTHWEST OF WAHOO, 6.6 MI
 DQ3735'(10.6 KM) EAST-SOUTHEAST OF INVERNESS, 4.4 MI (7.1 KM) SOUTH-SOUTHWEST
 DQ3735'OF RUTLAND, IN SECTION 32, TOWNSHIP 19 SOUTH, RANGE 21 EAST.
 DQ3735'
 DQ3735'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 44 AND U.S. HIGHWAY
 DQ3735'41 SOUTH IN INVERNESS, GO EAST ON STATE ROAD 44 FOR 6.25 MI (10.06 KM)
 DQ3735'TO THE JUNCTION OF EAST BOY SCOUT ROAD ON THE RIGHT.  TURN RIGHT ON
 DQ3735'EAST BOY SCOUT ROAD AND GO SOUTHEAST FOR 0.75 MI (1.21 KM) TO THE
 DQ3735'ENTRANCE TO THE FLYING EAGLE PRESERVE.  TURN RIGHT ON THE ENTRANCE
 DQ3735'ROAD AND GO SOUTHERLY, PASSING THROUGH A LOCKED GATE, FOR 2.1 MI (3.4
 DQ3735'KM) TO THE JUNCTION OF A DIM DIRT ROAD ON THE RIGHT.  TURN RIGHT ON
 DQ3735'THE DIM ROAD AND GO WEST, PASSING THROUGH THE LOCKED GATE, FOR ABOUT
 DQ3735'175.0 FT (53.3 M) TO THE JUNCTION OF THE MAIN ROAD ON THE LEFT.  TURN
 DQ3735'LEFT ON THE MAIN ROAD AND GO SOUTH FOR 2.1 MI (3.4 KM) TO THE
 DQ3735'Y-JUNCTION OF DIKE ROAD ON THE LEFT, MAIN ROAD ON THE RIGHT, A WELL
 DQ3735'SITE AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN INTO THE GROUND
 DQ3735'WITH AN ALUMINUM DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DQ3735'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE MAIN ROAD.
 DQ3735'
 DQ3735'LOCATED 78.7 FT (24.0 M) EAST-NORTHEAST OF WELL CASING NUMBER 759565,
 DQ3735'74.5 FT (22.7 M) EAST-NORTHEAST OF WELL CASING NUMBER 759564, 67.5 FT
 DQ3735'(20.6 M) EAST OF SURVEY MARK 759565 A, 15.0 FT (4.6 M) ORTHEAST OF THE
 DQ3735'APPROXIMATE CENTERLINE OF DIKE ROAD AND 1.0 FT (0.3 M) WEST OF A
 DQ3735'CARSONITE WITNESS POST.
 DQ3735'
 DQ3735'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6036 ***********************************************************************
 DP6036  DESIGNATION -  759937
 DP6036  PID         -  DP6036
 DP6036  STATE/COUNTY-  FL/SARASOTA
 DP6036  COUNTRY     -  US
 DP6036  USGS QUAD   -  VENICE (2018)
 DP6036
 DP6036                         *CURRENT SURVEY CONTROL
 DP6036  ______________________________________________________________________
 DP6036* NAD 83(1986) POSITION- 27 01 10.7    (N) 082 23 30.2    (W)   HD_HELD2
 DP6036* NAVD 88 ORTHO HEIGHT -     4.092 (meters)       13.43  (feet) ADJUSTED
 DP6036  ______________________________________________________________________
 DP6036  GEOID HEIGHT    -        -23.872 (meters)                     GEOID18
 DP6036  DYNAMIC HEIGHT  -          4.086 (meters)       13.41  (feet) COMP
 DP6036  MODELED GRAVITY -    979,124.4   (mgal)                       NAVD 88
 DP6036
 DP6036  VERT ORDER      -  FIRST     CLASS II
 DP6036
 DP6036.The horizontal coordinates were established by autonomous hand held GPS
 DP6036.observations and have an estimated accuracy of +/- 10 meters.
 DP6036
 DP6036.The orthometric height was determined by differential leveling and
 DP6036.adjusted by the NATIONAL GEODETIC SURVEY
 DP6036.in April 2015.
 DP6036
 DP6036.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6036.GEOID18 height accuracy estimate available here.
 DP6036
 DP6036.Click photographs - Photos may exist for this station.
 DP6036
 DP6036.The dynamic height is computed by dividing the NAVD 88
 DP6036.geopotential number by the normal gravity value computed on the
 DP6036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6036.degrees latitude (g = 980.6199 gals.).
 DP6036
 DP6036.The modeled gravity was interpolated from observed gravity values.
 DP6036
 DP6036;                    North         East    Units  Estimated Accuracy
 DP6036;SPC FL W     -   297,640.      161,129.      MT  (+/- 10 meters HH2 GPS)
 DP6036
 DP6036_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6193589372(NAD 83)
 DP6036
 DP6036                          SUPERSEDED SURVEY CONTROL
 DP6036
 DP6036.No superseded survey control is available for this station.
 DP6036
 DP6036_MARKER: DD = SURVEY DISK
 DP6036_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6036_STAMPING: 759937 2010
 DP6036_MARK LOGO: SFLWMD
 DP6036_PROJECTION: RECESSED 3 CENTIMETERS
 DP6036_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6036_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6036+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2018
 DP6036_ROD/PIPE-DEPTH: 3.0 meters
 DP6036
 DP6036  HISTORY     - Date     Condition        Report By
 DP6036  HISTORY     - 20100315 MONUMENTED       SFLWMD
 DP6036  HISTORY     - 20140215 GOOD             FLDEP
 DP6036  HISTORY     - 20181002 GOOD             USPSQD
 DP6036
 DP6036                          STATION DESCRIPTION
 DP6036
 DP6036'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6036'THE MARK IS ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHEAST OF LAUREL, 6.7 MI
 DP6036'(10.8 KM) SOUTHEAST OF VENICE, 4.7 MI (7.6 KM) NORTH-NORTHWEST OF
 DP6036'ENGLEWOOD, IN SECTION 10, TOWNSHIP 40 SOUTH, RANGE 19 EAST.
 DP6036'
 DP6036'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 776 (ENGLEWOOD ROAD)
 DP6036'AND MANNASOTA BEACH ROAD SOUTH OF VENICE, GO WEST ON MANNASOTA BEACH
 DP6036'ROAD FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF BRIDGE STREET ON THE LEFT.
 DP6036'TURN LEFT ON BRIDGE STREET AND GO SOUTH FOR 0.05 MI (0.1 KM) TO A DIM
 DP6036'TRAIL WITH A GATE ENTRANCE LEADING TO A WATER MONITORING WELL SITE ON
 DP6036'THE LEFT.  TURN LEFT ON THE DIM TRAIL PASSING THROUGH THE GATE, GO
 DP6036'SOUTHEASTERLY FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF ANOTHER DIM
 DP6036'TRAIL.  TURN LEFT ON THE DIM TRAIL AND GO NORTH-NORTHEAST FOR 0.05 MI
 DP6036'(0.1 KM) TO A WATER MONITORING WELL SITE ON THE RIGHT AND THE MARK ON
 DP6036'THE RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A SURVEY DISK
 DP6036'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT,
 DP6036'RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 DP6036'THE DIM TRAIL.
 DP6036'
 DP6036'LOCATED 57.0 FT (17.4 M) EAST OF THE APPROXIMATE CENTERLINE OF THE DIM
 DP6036'TRAIL ENTRANCE ROAD TO A WELL SITE, 18.0 FT (5.5 M) NORTH OF A 12-INCH
 DP6036'(30 CM) PALM TREE, 2.1 FT (0.6 M) SOUTH OF THE SOUTHERNMOST WATER
 DP6036'MONITORING WELL SHAFT AND 0.7 FT (21 CM) SOUTH OF A CARSONITE WITNESS
 DP6036'POST.
 DP6036
 DP6036                          STATION RECOVERY (2018)
 DP6036
 DP6036'RECOVERY NOTE BY US POWER SQUADRON 2018 (GLB)
 DP6036'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6037 ***********************************************************************
 DP6037  DESIGNATION -  759941
 DP6037  PID         -  DP6037
 DP6037  STATE/COUNTY-  FL/SARASOTA
 DP6037  COUNTRY     -  US
 DP6037  USGS QUAD   -  VENICE (2018)
 DP6037
 DP6037                         *CURRENT SURVEY CONTROL
 DP6037  ______________________________________________________________________
 DP6037* NAD 83(1986) POSITION- 27 01 10.1    (N) 082 23 27.3    (W)   HD_HELD2
 DP6037* NAVD 88 ORTHO HEIGHT -     3.333 (meters)       10.94  (feet) ADJUSTED
 DP6037  ______________________________________________________________________
 DP6037  GEOID HEIGHT    -        -23.871 (meters)                     GEOID18
 DP6037  DYNAMIC HEIGHT  -          3.328 (meters)       10.92  (feet) COMP
 DP6037  MODELED GRAVITY -    979,124.5   (mgal)                       NAVD 88
 DP6037
 DP6037  VERT ORDER      -  FIRST     CLASS II
 DP6037
 DP6037.The horizontal coordinates were established by autonomous hand held GPS
 DP6037.observations and have an estimated accuracy of +/- 10 meters.
 DP6037
 DP6037.The orthometric height was determined by differential leveling and
 DP6037.adjusted by the NATIONAL GEODETIC SURVEY
 DP6037.in April 2015.
 DP6037
 DP6037.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6037.GEOID18 height accuracy estimate available here.
 DP6037
 DP6037.Click photographs - Photos may exist for this station.
 DP6037
 DP6037.The dynamic height is computed by dividing the NAVD 88
 DP6037.geopotential number by the normal gravity value computed on the
 DP6037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6037.degrees latitude (g = 980.6199 gals.).
 DP6037
 DP6037.The modeled gravity was interpolated from observed gravity values.
 DP6037
 DP6037;                    North         East    Units  Estimated Accuracy
 DP6037;SPC FL W     -   297,622.      161,208.      MT  (+/- 10 meters HH2 GPS)
 DP6037
 DP6037_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6201589352(NAD 83)
 DP6037
 DP6037                          SUPERSEDED SURVEY CONTROL
 DP6037
 DP6037.No superseded survey control is available for this station.
 DP6037
 DP6037_MARKER: DD = SURVEY DISK
 DP6037_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DP6037_STAMPING: 759941 2010
 DP6037_MARK LOGO: SFLWMD
 DP6037_PROJECTION: PROJECTING 30 CENTIMETERS
 DP6037_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP6037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6037+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2019
 DP6037_ROD/PIPE-DEPTH: 3.0 meters
 DP6037
 DP6037  HISTORY     - Date     Condition        Report By
 DP6037  HISTORY     - 20100315 MONUMENTED       SFLWMD
 DP6037  HISTORY     - 20140215 GOOD             FLDEP
 DP6037  HISTORY     - 20190530 GOOD             USPSQD
 DP6037
 DP6037                          STATION DESCRIPTION
 DP6037
 DP6037'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP6037'THE MARK IS ABOUT 8.5 MI (13.7 KM) SOUTH-SOUTHEAST OF LAUREL, 6.7 MI
 DP6037'(10.8 KM) SOUTHEAST OF VENICE, 4.7 MI (7.6 KM) NORTH-NORTHWEST OF
 DP6037'ENGLEWOOD, IN SECTION 10, TOWNSHIP 40 SOUTH, RANGE 19 EAST.
 DP6037'
 DP6037'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 776 (ENGLEWOOD ROAD)
 DP6037'AND MANNASOTA BEACH ROAD SOUTH OF VENICE, GO WEST ON MANNASOTA BEACH
 DP6037'ROAD FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF BRIDGE STREET ON THE LEFT.
 DP6037'TURN LEFT ON BRIDGE STREET AND GO SOUTH FOR 0.05 MI (0.1 KM) TO A DIM
 DP6037'TRAIL WITH A GATE ENTRANCE LEADING TO A WATER MONITORING WELL SITE ON
 DP6037'THE LEFT.  TURN LEFT ON THE DIM TRAIL PASSING THROUGH THE GATE, GO
 DP6037'SOUTHEASTERLY FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF ANOTHER DIM
 DP6037'TRAIL.  TURN LEFT ON THE DIM TRAIL AND GO NORTH-NORTHEAST FOR 0.1 MI
 DP6037'(0.2 KM) TO THE END OF THE DIM TRAIL AND THE ENTRANCE OF A WALKING
 DP6037'TRAIL.  CONTINUE SOUTHEAST ON THE WALKING TRAIL FOR 187.0 FT (57.0 M)
 DP6037'TO A WATER MONITORING RECORDER BOX AND THE MARK, AN ALUMINUM PIPE
 DP6037'DRIVEN INTO THE GROUND WITH A SURVEY DISK SET ON THE TOP OF THE
 DP6037'ALUMINUM PIPE, PROJECTING 1.0 FT (0.3 M) ABOVE THE LEVEL WITH THE
 DP6037'GROUND AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE WALKING TRAIL.
 DP6037'
 DP6037'LOCATED 178.0 FT (54.3 M) SOUTHEAST OF THE ENTRANCE TO A WALKING
 DP6037'TRAIL, 24.7 FT (7.5 M) NORTH OF A WATER OAK TREE, 3.6 FT (1.1 M)
 DP6037'SOUTH-SOUTHWEST OF WATER MONITORING WELL SHAFT NUMBER 759941 AND 0.9
 DP6037'FT (27 CM) NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 DP6037
 DP6037                          STATION RECOVERY (2019)
 DP6037
 DP6037'RECOVERY NOTE BY US POWER SQUADRON 2019 (GLB)
 DP6037'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3224 ***********************************************************************
 DQ3224  DESIGNATION -  762921 A
 DQ3224  PID         -  DQ3224
 DQ3224  STATE/COUNTY-  FL/MARION
 DQ3224  COUNTRY     -  US
 DQ3224  USGS QUAD   -  FLEMINGTON (2018)
 DQ3224
 DQ3224                         *CURRENT SURVEY CONTROL
 DQ3224  ______________________________________________________________________
 DQ3224* NAD 83(1986) POSITION- 29 28 27.0    (N) 082 20 21.9    (W)   HD_HELD2
 DQ3224* NAVD 88 ORTHO HEIGHT -    34.040 (meters)      111.68  (feet) ADJUSTED
 DQ3224  ______________________________________________________________________
 DQ3224  GEOID HEIGHT    -        -27.835 (meters)                     GEOID18
 DQ3224  DYNAMIC HEIGHT  -         33.993 (meters)      111.53  (feet) COMP
 DQ3224  MODELED GRAVITY -    979,277.4   (mgal)                       NAVD 88
 DQ3224
 DQ3224  VERT ORDER      -  SECOND    CLASS I
 DQ3224
 DQ3224.The horizontal coordinates were established by autonomous hand held GPS
 DQ3224.observations and have an estimated accuracy of +/- 10 meters.
 DQ3224
 DQ3224.The orthometric height was determined by differential leveling and
 DQ3224.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3224.in October 2016.
 DQ3224
 DQ3224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3224.GEOID18 height accuracy estimate available here.
 DQ3224
 DQ3224.Click photographs - Photos may exist for this station.
 DQ3224
 DQ3224.The dynamic height is computed by dividing the NAVD 88
 DQ3224.geopotential number by the normal gravity value computed on the
 DQ3224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3224.degrees latitude (g = 980.6199 gals.).
 DQ3224
 DQ3224.The modeled gravity was interpolated from observed gravity values.
 DQ3224
 DQ3224;                    North         East    Units  Estimated Accuracy
 DQ3224;SPC FL W     -   569,631.      167,082.      MT  (+/- 10 meters HH2 GPS)
 DQ3224
 DQ3224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7013461268(NAD 83)
 DQ3224
 DQ3224                          SUPERSEDED SURVEY CONTROL
 DQ3224
 DQ3224.No superseded survey control is available for this station.
 DQ3224
 DQ3224_MARKER: DD = SURVEY DISK
 DQ3224_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DQ3224+WITH SETTING: INFORMATION.
 DQ3224_STAMPING: 762921 A 2011
 DQ3224_MARK LOGO: SWFWMD
 DQ3224_PROJECTION: FLUSH
 DQ3224_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ3224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3224+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2014
 DQ3224_ROD/PIPE-DEPTH: 3.0 meters
 DQ3224
 DQ3224  HISTORY     - Date     Condition        Report By
 DQ3224  HISTORY     - 2011     MONUMENTED       SFLWMD
 DQ3224  HISTORY     - 20141107 GOOD             FLDEP
 DQ3224
 DQ3224                          STATION DESCRIPTION
 DQ3224
 DQ3224'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DQ3224'THE MARK IS ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF MCINTOSH, 5.2 MI
 DQ3224'(8.4 KM) NORTH-NORTHWEST OF FLEMINGTON, 4.1 MI (6.6 KM) WEST-SOUTHWEST
 DQ3224'OF MICANOPY, IN ESTIMATED SECTION 5, TOWNSHIP 12 SOUTH, RANGE 20 EAST.
 DQ3224'NOTE THE KEY CAN BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER
 DQ3224'MANAGEMENT DISTRICT.
 DQ3224'
 DQ3224'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 27, 41, STATE
 DQ3224'ROAD 121 (NORTH MAIN STREET) AND ALTERNATE 27 (NOBLE AVENUE) IN
 DQ3224'WILLISTON, GO NORTH ON U.S. HIGHWAYS 27, 41 AND STATE ROAD 121 (NORTH
 DQ3224'MAIN STREET) FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF STATE ROAD 121
 DQ3224'NORTH ON THE RIGHT, BEAR RIGHT ON STATE ROAD 121 NORTH AND GO
 DQ3224'NORTHEASTERLY FOR 6.45 MI (10.38 KM) TO THE JUNCTION OF COUNTY ROAD
 DQ3224'NORTHWEST HIGHWAY 320 ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD
 DQ3224'NORTHWEST HIGHWAY 320 AND GO EAST FOR 3.65 MI (5.87 KM) TO THE
 DQ3224'JUNCTION OF NW221ST STREET ON THE LEFT.  TURN LEFT ON NW221ST STREET
 DQ3224'ROAD AND GO NORTHEASTERLY FOR 1.05 MI (1.69 KM) TO A LOCKED METAL GATE
 DQ3224'ENTRANCE TO A FIELD ON THE RIGHT.  TURN RIGHT PASSING THROUGH THE GATE
 DQ3224'ENTRANCE AND GO SOUTH ON A DIM TRAIL FOR 0.05 MI (0.08 KM) TO A WELL
 DQ3224'SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN INTO
 DQ3224'THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DQ3224'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE DIM
 DQ3224'ACCESS TRAIL.
 DQ3224'
 DQ3224'LOCATED 28.5 FT (8.7 M) NORTH OF SURVEY MARK 26291 B, 14.5 FT (4.4 M)
 DQ3224'NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE METAL GATE ENTRANCE TO
 DQ3224'THE WELL SITE, 7.0 FT (2.1 M) EAST OF A BARB WIRE FENCE, 6.2 FT (1.9
 DQ3224'M) WEST-NORTHWEST OF WELL SHAFT NUMBER 787986, 0.7 FT (21 CM) WEST OF
 DQ3224'THE NORTHWEST CORNER OF A WOODEN FENCE AROUND THE WELL SITE AND 0.7 FT
 DQ3224'(21 CM) WEST OF A CARSONITE WITNESS POST.
 DQ3224'
 DQ3224'NOTE-ROD DRIVEN TO REFUSAL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3225 ***********************************************************************
 DQ3225  DESIGNATION -  762921 B
 DQ3225  PID         -  DQ3225
 DQ3225  STATE/COUNTY-  FL/MARION
 DQ3225  COUNTRY     -  US
 DQ3225  USGS QUAD   -  FLEMINGTON (2018)
 DQ3225
 DQ3225                         *CURRENT SURVEY CONTROL
 DQ3225  ______________________________________________________________________
 DQ3225* NAD 83(1986) POSITION- 29 28 26.7    (N) 082 20 21.9    (W)   HD_HELD2
 DQ3225* NAVD 88 ORTHO HEIGHT -    33.986 (meters)      111.50  (feet) ADJUSTED
 DQ3225  ______________________________________________________________________
 DQ3225  GEOID HEIGHT    -        -27.835 (meters)                     GEOID18
 DQ3225  DYNAMIC HEIGHT  -         33.940 (meters)      111.35  (feet) COMP
 DQ3225  MODELED GRAVITY -    979,277.3   (mgal)                       NAVD 88
 DQ3225
 DQ3225  VERT ORDER      -  SECOND    CLASS I
 DQ3225
 DQ3225.The horizontal coordinates were established by autonomous hand held GPS
 DQ3225.observations and have an estimated accuracy of +/- 10 meters.
 DQ3225
 DQ3225.The orthometric height was determined by differential leveling and
 DQ3225.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3225.in October 2016.
 DQ3225
 DQ3225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3225.GEOID18 height accuracy estimate available here.
 DQ3225
 DQ3225.Click photographs - Photos may exist for this station.
 DQ3225
 DQ3225.The dynamic height is computed by dividing the NAVD 88
 DQ3225.geopotential number by the normal gravity value computed on the
 DQ3225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3225.degrees latitude (g = 980.6199 gals.).
 DQ3225
 DQ3225.The modeled gravity was interpolated from observed gravity values.
 DQ3225
 DQ3225;                    North         East    Units  Estimated Accuracy
 DQ3225;SPC FL W     -   569,622.      167,081.      MT  (+/- 10 meters HH2 GPS)
 DQ3225
 DQ3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN7013461258(NAD 83)
 DQ3225
 DQ3225                          SUPERSEDED SURVEY CONTROL
 DQ3225
 DQ3225.No superseded survey control is available for this station.
 DQ3225
 DQ3225_MARKER: DD = SURVEY DISK
 DQ3225_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DQ3225+WITH SETTING: INFORMATION.
 DQ3225_STAMPING: 762921 B 2011
 DQ3225_MARK LOGO: SWFWMD
 DQ3225_PROJECTION: FLUSH
 DQ3225_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3225_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ3225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3225+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2014
 DQ3225_ROD/PIPE-DEPTH: 3.0 meters
 DQ3225
 DQ3225  HISTORY     - Date     Condition        Report By
 DQ3225  HISTORY     - 2011     MONUMENTED       SFLWMD
 DQ3225  HISTORY     - 20141107 GOOD             FLDEP
 DQ3225
 DQ3225                          STATION DESCRIPTION
 DQ3225
 DQ3225'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DQ3225'THE MARK IS ABOUT 7.3 MI (11.7 KM) WEST-NORTHWEST OF MCINTOSH, 5.2 MI
 DQ3225'(8.4 KM) NORTH-NORTHWEST OF FLEMINGTON, 4.1 MI (6.6 KM) WEST-SOUTHWEST
 DQ3225'OF MICANOPY, IN ESTIMATED SECTION 5, TOWNSHIP 12 SOUTH, RANGE 20 EAST.
 DQ3225'NOTE THE KEY CAN BE OBTAINED FROM THE SOUTHWEST FLORIDA WATER
 DQ3225'MANAGEMENT DISTRICT.
 DQ3225'
 DQ3225'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAYS 27, 41, STATE
 DQ3225'ROAD 121 (NORTH MAIN STREET) AND ALTERNATE 27 (NOBLE AVENUE) IN
 DQ3225'WILLISTON, GO NORTH ON U.S. HIGHWAYS 27, 41 AND STATE ROAD 121 (NORTH
 DQ3225'MAIN STREET) FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF STATE ROAD 121
 DQ3225'NORTH ON THE RIGHT, BEAR RIGHT ON STATE ROAD 121 NORTH AND GO
 DQ3225'NORTHEASTERLY FOR 6.45 MI (10.38 KM) TO THE JUNCTION OF COUNTY ROAD
 DQ3225'NORTHWEST HIGHWAY 320 ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD
 DQ3225'NORTHWEST HIGHWAY 320 AND GO EAST FOR 3.65 MI (5.87 KM) TO THE
 DQ3225'JUNCTION OF NW221ST STREET ON THE LEFT.  TURN LEFT ON NW221ST STREET
 DQ3225'ROAD AND GO NORTHEASTERLY FOR 1.05 MI (1.69 KM) TO A LOCKED METAL GATE
 DQ3225'ENTRANCE TO A FIELD ON THE RIGHT.  TURN RIGHT PASSING THROUGH THE GATE
 DQ3225'ENTRANCE AND GO SOUTH ON A DIM TRAIL FOR 0.05 MI (0.08 KM) TO A WELL
 DQ3225'SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN INTO
 DQ3225'THE GROUND WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM)
 DQ3225'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE DIM
 DQ3225'ACCESS TRAIL.
 DQ3225'
 DQ3225'LOCATED 28.5 FT (8.7 M) SOUTH OF SURVEY MARK 26291 A, 21.0 FT (6.4 M)
 DQ3225'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE METAL GATE ENTRANCE TO
 DQ3225'THE WELL SITE, 16.3 FT (5.0 M) SOUTH-SOUTHWEST OF WELL SHAFT NUMBER
 DQ3225'787982, 9.6 FT (2.9 M) SOUTH OF THE SOUTHWEST CORNER OF A WOODEN FENCE
 DQ3225'AROUND THE WELL SITE, 7.0 FT (2.1 M) EAST OF A BARB WIRE FENCE AND 0.5
 DQ3225'FT (15 CM) EAST OF A CARSONITE WITNESS POST.
 DQ3225'
 DQ3225'NOTE-ROD DRIVEN TO REFUSAL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9365 ***********************************************************************
 DO9365  DESIGNATION -  763141 B
 DO9365  PID         -  DO9365
 DO9365  STATE/COUNTY-  FL/POLK
 DO9365  COUNTRY     -  US
 DO9365  USGS QUAD   -  LAKELAND (2018)
 DO9365
 DO9365                         *CURRENT SURVEY CONTROL
 DO9365  ______________________________________________________________________
 DO9365* NAD 83(1986) POSITION- 28 01 54.8    (N) 081 56 20.1    (W)   HD_HELD2
 DO9365* NAVD 88 ORTHO HEIGHT -    42.172 (meters)      138.36  (feet) ADJUSTED
 DO9365  ______________________________________________________________________
 DO9365  GEOID HEIGHT    -        -26.158 (meters)                     GEOID18
 DO9365  DYNAMIC HEIGHT  -         42.109 (meters)      138.15  (feet) COMP
 DO9365  MODELED GRAVITY -    979,165.9   (mgal)                       NAVD 88
 DO9365
 DO9365  VERT ORDER      -  SECOND    CLASS I
 DO9365
 DO9365.The horizontal coordinates were established by autonomous hand held GPS
 DO9365.observations and have an estimated accuracy of +/- 10 meters.
 DO9365
 DO9365.The orthometric height was determined by differential leveling and
 DO9365.adjusted by the NATIONAL GEODETIC SURVEY
 DO9365.in January 2014.
 DO9365
 DO9365.No vertical observational check was made to the station.
 DO9365
 DO9365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9365.GEOID18 height accuracy estimate available here.
 DO9365
 DO9365.Click photographs - Photos may exist for this station.
 DO9365
 DO9365.The dynamic height is computed by dividing the NAVD 88
 DO9365.geopotential number by the normal gravity value computed on the
 DO9365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9365.degrees latitude (g = 980.6199 gals.).
 DO9365
 DO9365.The modeled gravity was interpolated from observed gravity values.
 DO9365
 DO9365;                    North         East    Units  Estimated Accuracy
 DO9365;SPC FL W     -   409,744.      206,006.      MT  (+/- 10 meters HH2 GPS)
 DO9365
 DO9365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0770801090(NAD 83)
 DO9365
 DO9365                          SUPERSEDED SURVEY CONTROL
 DO9365
 DO9365.No superseded survey control is available for this station.
 DO9365
 DO9365_MARKER: DD = SURVEY DISK
 DO9365_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9365_STAMPING: 763141 B 2012
 DO9365_MARK LOGO: SWFWMD
 DO9365_PROJECTION: RECESSED 8 CENTIMETERS
 DO9365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9365+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2012
 DO9365_ROD/PIPE-DEPTH: 12.4 meters
 DO9365
 DO9365  HISTORY     - Date     Condition        Report By
 DO9365  HISTORY     - 20120807 MONUMENTED       FLDEP
 DO9365
 DO9365                          STATION DESCRIPTION
 DO9365
 DO9365'DESCRIBED BY FL DEPT OF ENV PRO 2012 (DLP)
 DO9365'THE MARK IS ABOUT 9.4 MI (15.1 KM) WEST-SOUTHWEST OF AUBURNDALE, 8.6
 DO9365'MI (13.8 KM) SOUTH-SOUTHEAST OF PROVIDENCE, 0.8 MI (1.3 KM) SOUTHEAST
 DO9365'OF LAKELAND, IN SECTION 20, TOWNSHIP 28 SOUTH, RANGE 24 EAST.
 DO9365'
 DO9365'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 4 OVERPASS (EXIT
 DO9365'32) AND U.S. HIGHWAY 98 IN LAKELAND, GO SOUTHEAST ON U.S. HIGHWAY 98
 DO9365'(NORTH FLORIDA AVE) FOR 2.75 MI (4.4 KM) TO THE INTERSECTION OF GEORGE
 DO9365'JENKINS BOULEVARD ON THE RIGHT AND BARTOW ROAD ON THE LEFT.  TURN LEFT
 DO9365'ON BARTOW ROAD (U.S. HIGHWAY 98 SOUTH) AND GO EASTERLY FOR 1.3 MI (2.1
 DO9365'KM) TO THE INTERSECTION OF SOUTH LAKE PARKER AVENUE ON THE LEFT AND
 DO9365'HOLLINGSWORTH ROAD ON THE RIGHT.  TURN RIGHT ON HOLLINGSWORTH ROAD AND
 DO9365'GO SOUTH FOR 0.6 MI (1.0 KM) TO THE T-JUNCTION OF LAKE HOLLINGSWORTH
 DO9365'DRIVE, VEER LEFT ON LAKE HOLLINGSWORTH DRIVE AND GO SOUTHEASTERLY FOR
 DO9365'0.1 MI (0.2 KM) TO THE JUNCTION OF EUCLID AVENUE ON THE LEFT.  TURN
 DO9365'LEFT ON EUCLID AVENUE AND GO NORTHEASTERLY FOR ABOUT 100.0 FT (30.5 M)
 DO9365'TO THE JUNCTION OF AVON AVENUE ON THE LEFT.  TURN LEFT ON AVON AVENUE
 DO9365'AND GO NORTH-NORTHEASTERLY FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF LAKE
 DO9365'HORNEY DRIVE ON THE RIGHT.  TURN RIGHT ON LAKE HORNEY DRIVE AND GO
 DO9365'EAST-SOUTHEASTERLY FOR ABOUT 150.0 FT (45.7 M) TO THE MARK ON THE
 DO9365'LEFT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 40.6 FT
 DO9365'(12.4 M) ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.3 FT (9 CM)
 DO9365'BELOW THE LEVEL OF THE GROUND AND 0.3 FT (9 CM) ABOVE THE LEVEL OF
 DO9365'LAKE HORNEY DRIVE.
 DO9365'
 DO9365'LOCATED 120.0 FT (36.6 M) EAST-NORTHEAST OF A YELLOW FIRE HYDRANT,
 DO9365'103.4 FT (31.5 M) EAST-SOUTHEAST OF SURVEY MARK ERDL 18, 16.5 FT (5.0
 DO9365'M) NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF LAKE HORNEY DRIVE,
 DO9365'1.6 FT (0.5 M) WEST-SOUTHWEST OF A CONCRETE UTILITY POLE AND 1.5 FT
 DO9365'(0.5 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 DO9365'
 DO9365'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4215 ***********************************************************************
 DP4215  DESIGNATION -  763415 A
 DP4215  PID         -  DP4215
 DP4215  STATE/COUNTY-  FL/HARDEE
 DP4215  COUNTRY     -  US
 DP4215  USGS QUAD   -  SWEETWATER (2018)
 DP4215
 DP4215                         *CURRENT SURVEY CONTROL
 DP4215  ______________________________________________________________________
 DP4215* NAD 83(1986) POSITION- 27 28 04.5    (N) 081 43 23.7    (W)   HD_HELD2
 DP4215* NAVD 88 ORTHO HEIGHT -    18.690 (meters)       61.32  (feet) ADJUSTED
 DP4215  ______________________________________________________________________
 DP4215  GEOID HEIGHT    -        -25.192 (meters)                     GEOID18
 DP4215  DYNAMIC HEIGHT  -         18.662 (meters)       61.23  (feet) COMP
 DP4215  MODELED GRAVITY -    979,138.6   (mgal)                       NAVD 88
 DP4215
 DP4215  VERT ORDER      -  SECOND    CLASS I
 DP4215
 DP4215.The horizontal coordinates were established by autonomous hand held GPS
 DP4215.observations and have an estimated accuracy of +/- 10 meters.
 DP4215
 DP4215.The orthometric height was determined by differential leveling and
 DP4215.adjusted by the NATIONAL GEODETIC SURVEY
 DP4215.in August 2014.
 DP4215
 DP4215.No vertical observational check was made to the station.
 DP4215
 DP4215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4215.GEOID18 height accuracy estimate available here.
 DP4215
 DP4215.Click photographs - Photos may exist for this station.
 DP4215
 DP4215.The dynamic height is computed by dividing the NAVD 88
 DP4215.geopotential number by the normal gravity value computed on the
 DP4215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4215.degrees latitude (g = 980.6199 gals.).
 DP4215
 DP4215.The modeled gravity was interpolated from observed gravity values.
 DP4215
 DP4215;                    North         East    Units  Estimated Accuracy
 DP4215;SPC FL W     -   347,280.      227,353.      MT  (+/- 10 meters HH2 GPS)
 DP4215
 DP4215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2854038471(NAD 83)
 DP4215
 DP4215                          SUPERSEDED SURVEY CONTROL
 DP4215
 DP4215.No superseded survey control is available for this station.
 DP4215
 DP4215_MARKER: DD = SURVEY DISK
 DP4215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4215_STAMPING: 763415 A 2011
 DP4215_MARK LOGO: SWFWMD
 DP4215_PROJECTION: FLUSH
 DP4215_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4215+STABILITY: SURFACE MOTION
 DP4215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4215+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2013
 DP4215
 DP4215  HISTORY     - Date     Condition        Report By
 DP4215  HISTORY     - 20110403 MONUMENTED       SWFWMD
 DP4215  HISTORY     - 20130622 GOOD             FLDEP
 DP4215
 DP4215                          STATION DESCRIPTION
 DP4215
 DP4215'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4215'THE MARK IS ABOUT 4.9 MI (8.0 KM) SOUTH OF GRIFFINS CORNER, 4.8 MI
 DP4215'(7.7 KM) EAST-SOUTHEAST OF ZOLFO SPRINGS, 4.2 MI (6.8 KM)
 DP4215'NORTH-NORTHWEST OF SWEETWATER, IN SECTION 4, TOWNSHIP 35 SOUTH, RANGE
 DP4215'26 EAST.
 DP4215'
 DP4215'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP4215'HIGHWAY 17 IN ZOLFO SPRINGS, GO EAST ON STATE ROAD 66 FOR 4.7 MI (7.6
 DP4215'KM) TO THE JUNCTION OF MINERAL BRANCH ROAD ON THE RIGHT, TURN RIGHT ON
 DP4215'MINERAL BRANCH ROAD AND GO SOUTH FOR 0.75 MI (1.2 KM) TO THE JUNCTION
 DP4215'OF CHIGGER WAY ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP
 DP4215'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 1.0 FT (0.3 M)
 DP4215'BELOW THE LEVEL OF MINERAL BRANCH ROAD.
 DP4215'
 DP4215'LOCATED 40.5 FT (12.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DP4215'CHIGGER WAY, 30.0 FT (9.1 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DP4215'MINERAL BRANCH ROAD, 8.2 FT (2.5 M) NORTHWEST OF THE CENTER OF THE
 DP4215'METAL GATE, 5.7 FT (1.7 M) WEST OF THE BARB WIRE FENCE AND 0.5 FT (15
 DP4215'CM) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4216 ***********************************************************************
 DP4216  DESIGNATION -  763415 B
 DP4216  PID         -  DP4216
 DP4216  STATE/COUNTY-  FL/HARDEE
 DP4216  COUNTRY     -  US
 DP4216  USGS QUAD   -  SWEETWATER (2018)
 DP4216
 DP4216                         *CURRENT SURVEY CONTROL
 DP4216  ______________________________________________________________________
 DP4216* NAD 83(1986) POSITION- 27 28 04.4    (N) 081 43 23.8    (W)   HD_HELD2
 DP4216* NAVD 88 ORTHO HEIGHT -    18.727 (meters)       61.44  (feet) ADJUSTED
 DP4216  ______________________________________________________________________
 DP4216  GEOID HEIGHT    -        -25.192 (meters)                     GEOID18
 DP4216  DYNAMIC HEIGHT  -         18.699 (meters)       61.35  (feet) COMP
 DP4216  MODELED GRAVITY -    979,138.6   (mgal)                       NAVD 88
 DP4216
 DP4216  VERT ORDER      -  SECOND    CLASS I
 DP4216
 DP4216.The horizontal coordinates were established by autonomous hand held GPS
 DP4216.observations and have an estimated accuracy of +/- 10 meters.
 DP4216
 DP4216.The orthometric height was determined by differential leveling and
 DP4216.adjusted by the NATIONAL GEODETIC SURVEY
 DP4216.in August 2014.
 DP4216
 DP4216.No vertical observational check was made to the station.
 DP4216
 DP4216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4216.GEOID18 height accuracy estimate available here.
 DP4216
 DP4216.Click photographs - Photos may exist for this station.
 DP4216
 DP4216.The dynamic height is computed by dividing the NAVD 88
 DP4216.geopotential number by the normal gravity value computed on the
 DP4216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4216.degrees latitude (g = 980.6199 gals.).
 DP4216
 DP4216.The modeled gravity was interpolated from observed gravity values.
 DP4216
 DP4216;                    North         East    Units  Estimated Accuracy
 DP4216;SPC FL W     -   347,277.      227,350.      MT  (+/- 10 meters HH2 GPS)
 DP4216
 DP4216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2853838468(NAD 83)
 DP4216
 DP4216                          SUPERSEDED SURVEY CONTROL
 DP4216
 DP4216.No superseded survey control is available for this station.
 DP4216
 DP4216_MARKER: DD = SURVEY DISK
 DP4216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4216_STAMPING: 763415 B 2011
 DP4216_MARK LOGO: SWFWMD
 DP4216_PROJECTION: FLUSH
 DP4216_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4216+STABILITY: SURFACE MOTION
 DP4216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4216+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2013
 DP4216
 DP4216  HISTORY     - Date     Condition        Report By
 DP4216  HISTORY     - 20110125 MONUMENTED       SWFWMD
 DP4216  HISTORY     - 20130522 GOOD             FLDEP
 DP4216
 DP4216                          STATION DESCRIPTION
 DP4216
 DP4216'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4216'THE MARK IS ABOUT 4.9 MI (8.0 KM) SOUTH OF GRIFFINS CORNER, 4.8 MI
 DP4216'(7.7 KM) EAST-SOUTHEAST OF ZOLFO SPRINGS, 4.2 MI (6.8 KM)
 DP4216'NORTH-NORTHWEST OF SWEETWATER, IN SECTION 4, TOWNSHIP 35 SOUTH, RANGE
 DP4216'26 EAST.
 DP4216'
 DP4216'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP4216'HIGHWAY 17 IN ZOLFO SPRINGS, GO EAST ON STATE ROAD 66 FOR 4.7 MI (7.6
 DP4216'KM) TO THE JUNCTION OF MINERAL BRANCH ROAD ON THE RIGHT, TURN RIGHT ON
 DP4216'MINERAL BRANCH ROAD AND GO SOUTH FOR 0.75 MI (1.2 KM) TO THE JUNCTION
 DP4216'OF CHIGGER WAY ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP
 DP4216'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 1.0 FT (0.3 M)
 DP4216'BELOW THE LEVEL OF MINERAL BRANCH ROAD.
 DP4216'
 DP4216'LOCATED 35.0 FT (10.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DP4216'CHIGGER WAY, 30.0 FT (9.1 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DP4216'MINERAL BRANCH ROAD, 5.7 FT (1.7 M) WEST OF THE CENTER OF THE METAL
 DP4216'GATE, 3.6 FT (1.1 M) NORTH OF THE BARB WIRE FENCE AND 0.5 FT (15 CM)
 DP4216'SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4220 ***********************************************************************
 DP4220  DESIGNATION -  768032 A
 DP4220  PID         -  DP4220
 DP4220  STATE/COUNTY-  FL/HARDEE
 DP4220  COUNTRY     -  US
 DP4220  USGS QUAD   -  SWEETWATER (2018)
 DP4220
 DP4220                         *CURRENT SURVEY CONTROL
 DP4220  ______________________________________________________________________
 DP4220* NAD 83(1986) POSITION- 27 23 02.2    (N) 081 39 43.0    (W)   HD_HELD2
 DP4220* NAVD 88 ORTHO HEIGHT -    28.249 (meters)       92.68  (feet) ADJUSTED
 DP4220  ______________________________________________________________________
 DP4220  GEOID HEIGHT    -        -25.116 (meters)                     GEOID18
 DP4220  DYNAMIC HEIGHT  -         28.207 (meters)       92.54  (feet) COMP
 DP4220  MODELED GRAVITY -    979,132.0   (mgal)                       NAVD 88
 DP4220
 DP4220  VERT ORDER      -  SECOND    CLASS I
 DP4220
 DP4220.The horizontal coordinates were established by autonomous hand held GPS
 DP4220.observations and have an estimated accuracy of +/- 10 meters.
 DP4220
 DP4220.The orthometric height was determined by differential leveling and
 DP4220.adjusted by the NATIONAL GEODETIC SURVEY
 DP4220.in August 2014.
 DP4220
 DP4220.No vertical observational check was made to the station.
 DP4220
 DP4220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4220.GEOID18 height accuracy estimate available here.
 DP4220
 DP4220.Click photographs - Photos may exist for this station.
 DP4220
 DP4220.The dynamic height is computed by dividing the NAVD 88
 DP4220.geopotential number by the normal gravity value computed on the
 DP4220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4220.degrees latitude (g = 980.6199 gals.).
 DP4220
 DP4220.The modeled gravity was interpolated from observed gravity values.
 DP4220
 DP4220;                    North         East    Units  Estimated Accuracy
 DP4220;SPC FL W     -   337,990.      233,437.      MT  (+/- 10 meters HH2 GPS)
 DP4220
 DP4220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3454829135(NAD 83)
 DP4220
 DP4220                          SUPERSEDED SURVEY CONTROL
 DP4220
 DP4220.No superseded survey control is available for this station.
 DP4220
 DP4220_MARKER: DD = SURVEY DISK
 DP4220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4220_STAMPING: 768032 A 2011
 DP4220_MARK LOGO: SWFWMD
 DP4220_PROJECTION: FLUSH
 DP4220_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4220+STABILITY: SURFACE MOTION
 DP4220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4220+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2013
 DP4220
 DP4220  HISTORY     - Date     Condition        Report By
 DP4220  HISTORY     - 20110311 MONUMENTED       SWFWMD
 DP4220  HISTORY     - 20130622 GOOD             FLDEP
 DP4220
 DP4220                          STATION DESCRIPTION
 DP4220
 DP4220'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4220'THE MARK IS ABOUT 8.8 MI (14.1 KM) EAST-NORTHEAST OF GARDNER, 5.5 MI
 DP4220'(8.8 KM) WEST-SOUTHWEST OF CREWSVILLE, 3.1 MI (4.9 KM) SOUTHEAST OF
 DP4220'SWEETWATER, IN SECTION 1, TOWNSHIP 36 SOUTH, RANGE 26 EAST.
 DP4220'
 DP4220'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP4220'HIGHWAY 17 IN ZOLFO SPRINGS, GO EAST AND SOUTHEAST ON STATE ROAD 66
 DP4220'FOR 8.15 MI (13.1 KM) TO THE JUNCTION OF SWEETWATER ROAD ON THE RIGHT,
 DP4220'TURN RIGHT ON SWEETWATER ROAD AND GO SOUTH FOR 3.3 MI (5.3 KM) TO THE
 DP4220'JUNCTION OF GEORGE MARSH ROAD ON THE LEFT, TURN LEFT ON GEORGE MARSH
 DP4220'ROAD AND GO SOUTH FOR 1.15 MI (1.9 KM) TO THE T-JUNCTION OF CREWSVILLE
 DP4220'ROAD, TURN LEFT ON CREWSVILLE ROAD AND GO EAST FOR 1.35 MI (2.2 KM) TO
 DP4220'THE JUNCTION OF 10 MILE GRADE ROAD ON THE RIGHT, TURN RIGHT ON 10 MILE
 DP4220'GRADE ROAD AND GO SOUTH FOR 1.0 MI (1.6 KM) TO THE STREET ADDRESS 7802
 DP4220'10 MILE GRADE ROAD AND THE MARK ON THE RIGHT, SET IN THE TOP OF A
 DP4220'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 0.5 FT (15 CM) ABOVE
 DP4220'THE LEVEL OF 10 MILE GRADE ROAD.
 DP4220'
 DP4220'LOCATED 75.0 FT (22.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DP4220'DRIVEWAY FOR 7802 10 MILE GRADE ROAD, 65.7 FT (20.0 M) SOUTHEAST OF
 DP4220'THE APPROXIMATE CENTERLINE OF THE METAL GATE, 44.0 FT (13.4 M) WEST OF
 DP4220'THE APPROXIMATE CENTERLINE OF 10 MILE GRADE ROAD, 5.0 FT (1.5 M) NORTH
 DP4220'OF SURVEY MARK 768032 B 2011 AND 0.7 FT (21 CM) NORTH OF A CARSONITE
 DP4220'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4221 ***********************************************************************
 DP4221  DESIGNATION -  768032 B
 DP4221  PID         -  DP4221
 DP4221  STATE/COUNTY-  FL/HARDEE
 DP4221  COUNTRY     -  US
 DP4221  USGS QUAD   -  SWEETWATER (2018)
 DP4221
 DP4221                         *CURRENT SURVEY CONTROL
 DP4221  ______________________________________________________________________
 DP4221* NAD 83(1986) POSITION- 27 23 02.3    (N) 081 39 43.5    (W)   HD_HELD2
 DP4221* NAVD 88 ORTHO HEIGHT -    28.258 (meters)       92.71  (feet) ADJUSTED
 DP4221  ______________________________________________________________________
 DP4221  GEOID HEIGHT    -        -25.116 (meters)                     GEOID18
 DP4221  DYNAMIC HEIGHT  -         28.215 (meters)       92.57  (feet) COMP
 DP4221  MODELED GRAVITY -    979,132.0   (mgal)                       NAVD 88
 DP4221
 DP4221  VERT ORDER      -  SECOND    CLASS I
 DP4221
 DP4221.The horizontal coordinates were established by autonomous hand held GPS
 DP4221.observations and have an estimated accuracy of +/- 10 meters.
 DP4221
 DP4221.The orthometric height was determined by differential leveling and
 DP4221.adjusted by the NATIONAL GEODETIC SURVEY
 DP4221.in August 2014.
 DP4221
 DP4221.No vertical observational check was made to the station.
 DP4221
 DP4221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4221.GEOID18 height accuracy estimate available here.
 DP4221
 DP4221.Click photographs - Photos may exist for this station.
 DP4221
 DP4221.The dynamic height is computed by dividing the NAVD 88
 DP4221.geopotential number by the normal gravity value computed on the
 DP4221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4221.degrees latitude (g = 980.6199 gals.).
 DP4221
 DP4221.The modeled gravity was interpolated from observed gravity values.
 DP4221
 DP4221;                    North         East    Units  Estimated Accuracy
 DP4221;SPC FL W     -   337,994.      233,423.      MT  (+/- 10 meters HH2 GPS)
 DP4221
 DP4221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3453529138(NAD 83)
 DP4221
 DP4221                          SUPERSEDED SURVEY CONTROL
 DP4221
 DP4221.No superseded survey control is available for this station.
 DP4221
 DP4221_MARKER: DD = SURVEY DISK
 DP4221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP4221_STAMPING: 768032 B 2011
 DP4221_MARK LOGO: SWFWMD
 DP4221_PROJECTION: RECESSED 3 CENTIMETERS
 DP4221_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4221+STABILITY: SURFACE MOTION
 DP4221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4221+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2013
 DP4221
 DP4221  HISTORY     - Date     Condition        Report By
 DP4221  HISTORY     - 20110308 MONUMENTED       SWFWMD
 DP4221  HISTORY     - 20130622 GOOD             FLDEP
 DP4221
 DP4221                          STATION DESCRIPTION
 DP4221
 DP4221'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4221'THE MARK IS ABOUT 8.8 MI (14.1 KM) EAST-NORTHEAST OF GARDNER, 5.5 MI
 DP4221'(8.8 KM) WEST-SOUTHWEST OF CREWSVILLE, 3.1 MI (4.9 KM) SOUTHEAST OF
 DP4221'SWEETWATER, IN SECTION 1, TOWNSHIP 36 SOUTH, RANGE 26 EAST.
 DP4221'
 DP4221'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP4221'HIGHWAY 17 IN ZOLFO SPRINGS, GO EAST AND SOUTHEAST ON STATE ROAD 66
 DP4221'FOR 8.15 MI (13.1 KM) TO THE JUNCTION OF SWEETWATER ROAD ON THE RIGHT,
 DP4221'TURN RIGHT ON SWEETWATER ROAD AND GO SOUTH FOR 3.3 MI (5.3 KM) TO THE
 DP4221'JUNCTION OF GEORGE MARSH ROAD ON THE LEFT, TURN LEFT ON GEORGE MARSH
 DP4221'ROAD AND GO SOUTH FOR 1.15 MI (1.9 KM) TO THE T-JUNCTION OF CREWSVILLE
 DP4221'ROAD, TURN LEFT ON CREWSVILLE ROAD AND GO EAST FOR 1.35 MI (2.2 KM) TO
 DP4221'THE JUNCTION OF 10 MILE GRADE ROAD ON THE RIGHT, TURN RIGHT ON 10 MILE
 DP4221'GRADE ROAD AND GO SOUTH FOR 1.0 MI (1.6 KM) TO THE STREET ADDRESS 7802
 DP4221'10 MILE GRADE ROAD AND THE MARK ON THE RIGHT, SET IN THE TOP OF A
 DP4221'ROUND CONCRETE MONUMENT RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DP4221'GROUND AND 0.5 FT (15 CM) ABOVE THE LEVEL OF 10 MILE GRADE ROAD.
 DP4221'
 DP4221'LOCATED 80.0 FT (24.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DP4221'DRIVEWAY FOR ADDRESS 7802 10 MILE GRADE ROAD, 69.7 FT (21.2 M)
 DP4221'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE METAL GATE, 44.0 FT
 DP4221'(13.4 M) WEST OF THE APPROXIMATE CENTERLINE OF 10 MILE GRADE ROAD,
 DP4221'10.0 FT (3.0 M) WEST OF THE BARB WIRE FENCE, 5.0 FT (1.5 M) SOUTH OF
 DP4221'SURVEY MARK 768032 A 2011 AND 0.6 FT (18 CM) SOUTH OF A CARSONITE
 DP4221'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7079 ***********************************************************************
 AK7079  DESIGNATION -  77 91 GPS1
 AK7079  PID         -  AK7079
 AK7079  STATE/COUNTY-  FL/SEMINOLE
 AK7079  COUNTRY     -  US
 AK7079  USGS QUAD   -  SANFORD SW (2018)
 AK7079
 AK7079                         *CURRENT SURVEY CONTROL
 AK7079  ______________________________________________________________________
 AK7079* NAD 83(2011) POSITION- 28 48 53.97627(N) 081 25 02.10537(W)   ADJUSTED
 AK7079* NAD 83(2011) ELLIP HT-   -19.885 (meters)        (06/27/12)   ADJUSTED
 AK7079* NAD 83(2011) EPOCH   -  2010.00
 AK7079* NAVD 88 ORTHO HEIGHT -     7.9   (meters)       26.    (feet) VERTCON3
 AK7079  ______________________________________________________________________
 AK7079  GEOID HEIGHT    -        -27.730 (meters)                     GEOID18
 AK7079  NAD 83(2011) X  -    834,646.179 (meters)                     COMP
 AK7079  NAD 83(2011) Y  - -5,530,101.861 (meters)                     COMP
 AK7079  NAD 83(2011) Z  -  3,055,941.464 (meters)                     COMP
 AK7079  LAPLACE CORR    -         -0.93  (seconds)                    DEFLEC18
 AK7079
 AK7079  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7079  Standards:
 AK7079         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7079            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7079  -------------------------------------------------------------------
 AK7079  NETWORK    2.39   3.72           0.88   1.03   1.90      0.34142897
 AK7079  -------------------------------------------------------------------
 AK7079  Click here for local accuracies and other accuracy information.
 AK7079
 AK7079.The horizontal coordinates were established by GPS observations
 AK7079.and adjusted by the National Geodetic Survey in June 2012.
 AK7079
 AK7079.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7079.been affixed to the stable North American tectonic plate. See 
 AK7079.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7079
 AK7079.The horizontal coordinates are valid at the epoch date displayed above
 AK7079.which is a decimal equivalence of Year/Month/Day.
 AK7079
 AK7079.The NAVD 88 height was computed by applying the VERTCON shift value to
 AK7079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AK7079
 AK7079.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7079.GEOID18 height accuracy estimate available here.
 AK7079
 AK7079.Click photographs - Photos may exist for this station.
 AK7079
 AK7079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7079
 AK7079.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7079
 AK7079.The ellipsoidal height was determined by GPS observations
 AK7079.and is referenced to NAD 83.
 AK7079
 AK7079. The following values were computed from the NAD 83(2011) position.
 AK7079
 AK7079;                    North         East     Units Scale Factor Converg.
 AK7079;SPC FL E     -   496,597.660   159,273.488   MT  0.99996164   -0 12 04.0
 AK7079;SPC FL E     - 1,629,254.16    522,549.77   sFT  0.99996164   -0 12 04.0
 AK7079;UTM  17      - 3,187,560.204   459,287.384   MT  0.99962045   -0 12 04.0
 AK7079
 AK7079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7079!SPC FL E     -   1.00000312  x   0.99996164  =   0.99996476
 AK7079!UTM  17      -   1.00000312  x   0.99962045  =   0.99962357
 AK7079
 AK7079:                Primary Azimuth Mark                     Grid Az
 AK7079:SPC FL E     -  77 91 GPS2                               091 32 12.4
 AK7079:UTM  17      -  77 91 GPS2                               091 32 12.4
 AK7079
 AK7079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM5928787560(NAD 83)
 AK7079
 AK7079|---------------------------------------------------------------------|
 AK7079| PID    Reference Object                     Distance      Geod. Az  |
 AK7079|                                                           dddmmss.s |
 AK7079| AK7080 77 91 GPS2                          APPROX. 0.7 KM 0912008.4 |
 AK7079|---------------------------------------------------------------------|
 AK7079
 AK7079                          SUPERSEDED SURVEY CONTROL
 AK7079
 AK7079  NAD 83(2007)-  28 48 53.97645(N)    081 25 02.10578(W) AD(2002.00) 0
 AK7079  ELLIP H (02/10/07)  -19.845  (m)                       GP(2002.00)    
 AK7079  NAD 83(1999)-  28 48 53.97653(N)    081 25 02.10599(W) AD(       ) 1
 AK7079  ELLIP H (07/06/01)  -19.868  (m)                       GP(       ) 4 2
 AK7079  NAD 83(1990)-  28 48 53.97640(N)    081 25 02.10532(W) AD(       ) 1
 AK7079  ELLIP H (09/25/92)  -19.853  (m)                       GP(       ) 4 1
 AK7079  NGVD 29 (09/25/92)    8.2    (m)  GEOID90  model used  GPS OBS        
 AK7079
 AK7079.Superseded values are not recommended for survey control.
 AK7079
 AK7079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7079.See file dsdata.pdf to determine how the superseded data were derived.
 AK7079
 AK7079_MARKER: DD = SURVEY DISK
 AK7079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7079_STAMPING: 77 91 GPS1
 AK7079_MARK LOGO: FLDT
 AK7079_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7079+STABILITY: SURFACE MOTION
 AK7079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7079+SATELLITE: SATELLITE OBSERVATIONS - 1991
 AK7079
 AK7079  HISTORY     - Date     Condition        Report By
 AK7079  HISTORY     - 1991     MONUMENTED       FLDT
 AK7079  HISTORY     - 20080501 MARK NOT FOUND   FLDEP
 AK7079
 AK7079                          STATION DESCRIPTION
 AK7079
 AK7079'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7079'THE STATION IS LOCATED ABOUT 12 KM (7.45 MI) WESTERLY OF SANFORD,
 AK7079'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 46 AND
 AK7079'INTERSTATE 4 (SR 400) GO WESTERLY ALONG STATE ROAD 46 FOR 7.72 KM
 AK7079'(4.80 MI) TO THE STATION ON THE LEFT.
 AK7079'THE STATION IS FLUSH WITH THE GROUND. LOCATED 29.4 M (96.5 FT)
 AK7079'NORTHERLY OF A WOODEN POWER POLE, 31.15 M (102.2 FT) NORTHWESTERLY OF
 AK7079'A CONCRETE PAD FOR MAIL BOXES, 11.5 M (37.7 FT) WESTERLY OF THE
 AK7079'CENTERLINE OF PAVEMENT FOR RIVER OAKS CIRCLE, 11.33 M (37.2 FT)
 AK7079'SOUTHERLY OF THE CENTERLINE OF PAVEMENT OF STATE ROAD 46, AND 3.87 M
 AK7079'(12.7 FT) EASTERLY OF A METAL WITNESS POST.
 AK7079
 AK7079                          STATION RECOVERY (2008)
 AK7079
 AK7079'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AK7079'THE ROADWAY HAS BEEN WIDENED AND THE DISTANCE FALLS IN THE PAVED AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7080 ***********************************************************************
 AK7080  DESIGNATION -  77 91 GPS2
 AK7080  PID         -  AK7080
 AK7080  STATE/COUNTY-  FL/SEMINOLE
 AK7080  COUNTRY     -  US
 AK7080  USGS QUAD   -  SANFORD SW (2018)
 AK7080
 AK7080                         *CURRENT SURVEY CONTROL
 AK7080  ______________________________________________________________________
 AK7080* NAD 83(2011) POSITION- 28 48 53.41218(N) 081 24 34.67334(W)   ADJUSTED
 AK7080* NAD 83(2011) ELLIP HT-   -10.262 (meters)        (06/27/12)   ADJUSTED
 AK7080* NAD 83(2011) EPOCH   -  2010.00
 AK7080* NAVD 88 ORTHO HEIGHT -    17.475 (meters)       57.33  (feet) ADJUSTED
 AK7080  ______________________________________________________________________
 AK7080  GEOID HEIGHT    -        -27.736 (meters)                     GEOID18
 AK7080  NAD 83(2011) X  -    835,384.153 (meters)                     COMP
 AK7080  NAD 83(2011) Y  - -5,530,007.422 (meters)                     COMP
 AK7080  NAD 83(2011) Z  -  3,055,930.886 (meters)                     COMP
 AK7080  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 AK7080  DYNAMIC HEIGHT  -         17.450 (meters)       57.25  (feet) COMP
 AK7080  MODELED GRAVITY -    979,238.8   (mgal)                       NAVD 88
 AK7080
 AK7080  VERT ORDER      -  SECOND    CLASS I
 AK7080
 AK7080  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK7080  Standards:
 AK7080         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK7080            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK7080  -------------------------------------------------------------------
 AK7080  NETWORK    2.42   3.76           0.89   1.04   1.92      0.34192707
 AK7080  -------------------------------------------------------------------
 AK7080  Click here for local accuracies and other accuracy information.
 AK7080
 AK7080.The horizontal coordinates were established by GPS observations
 AK7080.and adjusted by the National Geodetic Survey in June 2012.
 AK7080
 AK7080.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK7080.been affixed to the stable North American tectonic plate. See 
 AK7080.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK7080
 AK7080.The horizontal coordinates are valid at the epoch date displayed above
 AK7080.which is a decimal equivalence of Year/Month/Day.
 AK7080
 AK7080.The orthometric height was determined by differential leveling and
 AK7080.adjusted by the NATIONAL GEODETIC SURVEY
 AK7080.in April 2001.
 AK7080
 AK7080.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7080.GEOID18 height accuracy estimate available here.
 AK7080
 AK7080.Click photographs - Photos may exist for this station.
 AK7080
 AK7080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK7080
 AK7080.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK7080
 AK7080.The ellipsoidal height was determined by GPS observations
 AK7080.and is referenced to NAD 83.
 AK7080
 AK7080.The dynamic height is computed by dividing the NAVD 88
 AK7080.geopotential number by the normal gravity value computed on the
 AK7080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7080.degrees latitude (g = 980.6199 gals.).
 AK7080
 AK7080.The modeled gravity was interpolated from observed gravity values.
 AK7080
 AK7080. The following values were computed from the NAD 83(2011) position.
 AK7080
 AK7080;                    North         East     Units Scale Factor Converg.
 AK7080;SPC FL E     -   496,577.707   160,017.198   MT  0.99996090   -0 11 50.8
 AK7080;SPC FL E     - 1,629,188.69    524,989.76   sFT  0.99996090   -0 11 50.8
 AK7080;UTM  17      - 3,187,540.259   460,030.840   MT  0.99961971   -0 11 50.8
 AK7080
 AK7080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK7080!SPC FL E     -   1.00000161  x   0.99996090  =   0.99996251
 AK7080!UTM  17      -   1.00000161  x   0.99961971  =   0.99962132
 AK7080
 AK7080:                Primary Azimuth Mark                     Grid Az
 AK7080:SPC FL E     -  77 91 GPS1                               271 32 12.5
 AK7080:UTM  17      -  77 91 GPS1                               271 32 12.5
 AK7080
 AK7080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM6003087540(NAD 83)
 AK7080
 AK7080|---------------------------------------------------------------------|
 AK7080| PID    Reference Object                     Distance      Geod. Az  |
 AK7080|                                                           dddmmss.s |
 AK7080| AK7079 77 91 GPS1                          APPROX. 0.7 KM 2712021.7 |
 AK7080|---------------------------------------------------------------------|
 AK7080
 AK7080                          SUPERSEDED SURVEY CONTROL
 AK7080
 AK7080  NAD 83(2007)-  28 48 53.41236(N)    081 24 34.67375(W) AD(2002.00) 0
 AK7080  ELLIP H (02/10/07)  -10.222  (m)                       GP(2002.00)    
 AK7080  NAD 83(1999)-  28 48 53.41243(N)    081 24 34.67396(W) AD(       ) 1
 AK7080  ELLIP H (07/06/01)  -10.246  (m)                       GP(       ) 4 2
 AK7080  NAD 83(1990)-  28 48 53.41231(N)    081 24 34.67328(W) AD(       ) 1
 AK7080  ELLIP H (09/25/92)  -10.231  (m)                       GP(       ) 4 1
 AK7080  NGVD 29 (09/25/92)   17.8    (m)  GEOID90  model used  GPS OBS        
 AK7080
 AK7080.Superseded values are not recommended for survey control.
 AK7080
 AK7080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7080.See file dsdata.pdf to determine how the superseded data were derived.
 AK7080
 AK7080_MARKER: DD = SURVEY DISK
 AK7080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7080_STAMPING: 77 91 GPS2 1991
 AK7080_MARK LOGO: FLDT
 AK7080_PROJECTION: FLUSH
 AK7080_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AK7080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7080+STABILITY: SURFACE MOTION
 AK7080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7080+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2008
 AK7080
 AK7080  HISTORY     - Date     Condition        Report By
 AK7080  HISTORY     - 1991     MONUMENTED       FLDT
 AK7080  HISTORY     - 19971208 GOOD             FLDEP
 AK7080  HISTORY     - 20040202 GOOD             WOOLPT
 AK7080  HISTORY     - 20080501 GOOD             FLDEP
 AK7080  HISTORY     - 20241114 MARK NOT FOUND   GEOCAC
 AK7080
 AK7080                          STATION DESCRIPTION
 AK7080
 AK7080'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AK7080'THE STATION IS LOCATED ABOUT 12.85 KM (8.00 MI) WESTERLY OF SANFORD,
 AK7080'FLORIDA.
 AK7080'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 46 AND
 AK7080'INTERSTATE 4 (SR 400) GO WESTERLY ALONG STATE ROAD 46 FOR 6.96 KM
 AK7080'(4.30 MI) TO THE STATION ON THE RIGHT.
 AK7080'THE STATION IS FLUSH WITH THE GROUND. LOCATED 21.7 M (71.2 FT)
 AK7080'SOUTHEASTERLY OF A POWER POLE, 20.43 M (67.0 FT) NORTHERLY OF THE
 AK7080'CENTERLINE OF PAVEMENT FOR STATE ROAD 46, 19.93 M (65.4 FT) SOUTHERLY
 AK7080'OF A BARBED WIRE FENCE, AND 19.87 M (65.2 FT) SOUTHERLY OF A METAL
 AK7080'WITNESS POST.
 AK7080
 AK7080                          STATION RECOVERY (1997)
 AK7080
 AK7080'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (LGB)
 AK7080'RECOVERED IN GOOD CONDITION WITH THIS CHANGE, IT IS 4.45 MI (7.16 KM)
 AK7080'WESTERLY OF THE INTERSECTION OF INTERSTATE 4 AND STATE ROAD 45 TO THE
 AK7080'STATION.
 AK7080
 AK7080                          STATION RECOVERY (2004)
 AK7080
 AK7080'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (RMC)
 AK7080'RECOVERED IN GOOD CONDITION.
 AK7080
 AK7080                          STATION RECOVERY (2008)
 AK7080
 AK7080'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AK7080'RECOVERED AS DESCRIBED.
 AK7080
 AK7080                          STATION RECOVERY (2024)
 AK7080
 AK7080'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 AK7080'MARK NOT FOUND.  HIGHWAY HAS BEEN WIDENED WITH EXTENSIVE REGRADING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE9940 ***********************************************************************
 DE9940  DESIGNATION -  77 92 A 06
 DE9940  PID         -  DE9940
 DE9940  STATE/COUNTY-  FL/SEMINOLE
 DE9940  COUNTRY     -  US
 DE9940  USGS QUAD   -  OVIEDO (2018)
 DE9940
 DE9940                         *CURRENT SURVEY CONTROL
 DE9940  ______________________________________________________________________
 DE9940* NAD 83(1986) POSITION- 28 38 02.     (N) 081 14 15.     (W)   SCALED
 DE9940* NAVD 88 ORTHO HEIGHT -    13.337 (meters)       43.76  (feet) ADJUSTED
 DE9940  ______________________________________________________________________
 DE9940  GEOID HEIGHT    -        -27.814 (meters)                     GEOID18
 DE9940  DYNAMIC HEIGHT  -         13.318 (meters)       43.69  (feet) COMP
 DE9940  MODELED GRAVITY -    979,218.2   (mgal)                       NAVD 88
 DE9940
 DE9940  VERT ORDER      -  SECOND    CLASS I
 DE9940
 DE9940.The horizontal coordinates were scaled from a map and have
 DE9940.an estimated accuracy of +/- 6 seconds.
 DE9940
 DE9940.The orthometric height was determined by differential leveling and
 DE9940.adjusted by the NATIONAL GEODETIC SURVEY
 DE9940.in November 2003.
 DE9940
 DE9940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9940.GEOID18 height accuracy estimate available here.
 DE9940
 DE9940.Click photographs - Photos may exist for this station.
 DE9940
 DE9940.The dynamic height is computed by dividing the NAVD 88
 DE9940.geopotential number by the normal gravity value computed on the
 DE9940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9940.degrees latitude (g = 980.6199 gals.).
 DE9940
 DE9940.The modeled gravity was interpolated from observed gravity values.
 DE9940
 DE9940;                    North         East    Units  Estimated Accuracy
 DE9940;SPC FL E     -   476,480.      176,780.      MT  (+/- 180 meters Scaled)
 DE9940
 DE9940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM767674(NAD 83)
 DE9940
 DE9940                          SUPERSEDED SURVEY CONTROL
 DE9940
 DE9940.No superseded survey control is available for this station.
 DE9940
 DE9940_MARKER: DD = SURVEY DISK
 DE9940_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9940_STAMPING: 77/92/A/06
 DE9940_MARK LOGO: FLDT
 DE9940_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9940_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9940+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1997
 DE9940
 DE9940  HISTORY     - Date     Condition        Report By
 DE9940  HISTORY     - 1997     MONUMENTED       FLDT
 DE9940  HISTORY     - 19970320 GOOD             FLDEP
 DE9940  HISTORY     - 20210718 MARK NOT FOUND   GEOCAC
 DE9940
 DE9940                          STATION DESCRIPTION
 DE9940
 DE9940'DESCRIBED BY FL DEPT OF ENV PRO 1997 (JLM)
 DE9940'THE MARK IS ABOUT 7.55 MI (12.15 KM) NORTHEAST OF WINTER PARK, 3.5 MI
 DE9940'(5.6 KM) SOUTHWEST OF OVIEDO ON STATE ROAD 426 IN SECTION 29, TOWNSHIP
 DE9940'21 SOUTH, RANGE 31 EAST. TO REACH THE MARK FROM THE JUNCTION OF STATE
 DE9940'ROADS 434 (CENTRAL AVENUE), 419 AND 426 (BROADWAY STREET) IN OVIEDO,
 DE9940'GO WEST ON STATE ROAD 426 (BROADWAY STREET) FOR 3.5 MI (5.6 KM) TO THE
 DE9940'ST.  LUKES LUTHERAN CHRUCH ON THE LEFT AND THE MARK ON THE RIGHT, SET
 DE9940'IN THE TOP OF 4-INCH SQUARE CONCRETE POST IMBEDDED INTO THE GROUND,
 DE9940'RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 DE9940'STATE ROAD 426. LOCATED 117.0 FT (35.7 M) SOUTHWEST OF THE EXTENDED
 DE9940'CENTERLINE OF ASHTON TERRACE (WENTWORTH ESTATES), 45.4 FT (13.8 M)
 DE9940'SOUTHWEST OF POWER POLE NUMBER FPC B14218787 WITH 1 GUY WIRE ATTACHED,
 DE9940'37.0 FT (11.3 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 DE9940'426 AND 1.3 FT (0.4 M) SOUTHEAST OF A METAL WITNESS POST.
 DE9940
 DE9940                          STATION RECOVERY (2021)
 DE9940
 DE9940'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DE9940'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9755 ***********************************************************************
 DO9755  DESIGNATION -  772679 A
 DO9755  PID         -  DO9755
 DO9755  STATE/COUNTY-  FL/POLK
 DO9755  COUNTRY     -  US
 DO9755  USGS QUAD   -  AUBURNDALE (2018)
 DO9755
 DO9755                         *CURRENT SURVEY CONTROL
 DO9755  ______________________________________________________________________
 DO9755* NAD 83(1986) POSITION- 28 00 10.53   (N) 081 49 19.88   (W)   HD_HELD1
 DO9755* NAVD 88 ORTHO HEIGHT -    36.155 (meters)      118.62  (feet) ADJUSTED
 DO9755  ______________________________________________________________________
 DO9755  GEOID HEIGHT    -        -26.357 (meters)                     GEOID18
 DO9755  DYNAMIC HEIGHT  -         36.101 (meters)      118.44  (feet) COMP
 DO9755  MODELED GRAVITY -    979,159.8   (mgal)                       NAVD 88
 DO9755
 DO9755  VERT ORDER      -  SECOND    CLASS I
 DO9755
 DO9755.The horizontal coordinates were determined by differentially corrected
 DO9755.hand held GPS observations or other comparable positioning techniques
 DO9755.and have an estimated accuracy of +/- 3 meters.
 DO9755
 DO9755.The orthometric height was determined by differential leveling and
 DO9755.adjusted by the NATIONAL GEODETIC SURVEY
 DO9755.in January 2014.
 DO9755
 DO9755.No vertical observational check was made to the station.
 DO9755
 DO9755.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9755.GEOID18 height accuracy estimate available here.
 DO9755
 DO9755.Click photographs - Photos may exist for this station.
 DO9755
 DO9755.The dynamic height is computed by dividing the NAVD 88
 DO9755.geopotential number by the normal gravity value computed on the
 DO9755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9755.degrees latitude (g = 980.6199 gals.).
 DO9755
 DO9755.The modeled gravity was interpolated from observed gravity values.
 DO9755
 DO9755;                    North         East    Units  Estimated Accuracy
 DO9755;SPC FL W     -   406,545.9     217,488.3     MT  (+/- 3 meters HH1 GPS) 
 DO9755
 DO9755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1916097798(NAD 83)
 DO9755
 DO9755                          SUPERSEDED SURVEY CONTROL
 DO9755
 DO9755.No superseded survey control is available for this station.
 DO9755
 DO9755_MARKER: DD = SURVEY DISK
 DO9755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9755_STAMPING: SID 772679 A 2011
 DO9755_MARK LOGO: SWFWMD
 DO9755_PROJECTION: FLUSH
 DO9755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9755+STABILITY: SURFACE MOTION
 DO9755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9755+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2022
 DO9755
 DO9755  HISTORY     - Date     Condition        Report By
 DO9755  HISTORY     - 20110811 MONUMENTED       SWFWMD
 DO9755  HISTORY     - 20130408 GOOD             FLDEP
 DO9755  HISTORY     - 20200713 GOOD             SWFWMD
 DO9755  HISTORY     - 20220301 GOOD             FLDT
 DO9755
 DO9755                          STATION DESCRIPTION
 DO9755
 DO9755'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9755'THE MARK IS ABOUT 5.6 MI (9.0 KM) WEST-SOUTHWEST OF WINTER HAVEN, 5.1
 DO9755'MI (8.2 KM) WEST OF ELOISE, 4.7 MI (7.6 KM) SOUTH-SOUTHWEST OF
 DO9755'AUBURNDALE, IN SECTION 33, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9755'
 DO9755'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9755'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9755'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9755'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9755'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9755'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9755'(WINTER LAKE ROAD) FOR 1.8 MI (2.9 KM) TO THE INTERSECTION OF
 DO9755'THORNHILL ROAD.  TURN RIGHT ON THORNHILL ROAD AND GO SOUTH FOR 0.15 MI
 DO9755'(0.2 KM) TO A RECREATIONAL AREA PARKING LOT ON THE RIGHT AND THE
 DO9755'SOUTHERNMOST OF 2 LOCKED GATES ON THE RIGHT, ENTER THE SOUTH GATE AND
 DO9755'DRIVE SOUTH-SOUTHEAST, THROUGH A PASTURE AREA, FOR 0.3 MI (0.5 KM) TO
 DO9755'A FENCE CORNER AND A METAL GATE, NOW GO SOUTH, THROUGH THE PASTURE
 DO9755'GATE AND GO WEST-SOUTHWEST FOR 100.0 FT (30.5 M) TO ANOTHER GATE,
 DO9755'ENTER THE GATE AND GO WEST, ALONG A SAND ROAD ON THE SOUTHSIDE OF A
 DO9755'POND FOR 0.15 MI (0.2 KM) TO A WELL SITE ON THE LEFT AND THE MARK ON
 DO9755'THE LEFT, AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH (30 CM) ROUND
 DO9755'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE GRASS
 DO9755'COVERED TRAIL.
 DO9755'
 DO9755'LOCATED 185.0 FT (56.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DO9755'SAND ROAD, 119.3 FT (36.4 M) SOUTH-SOUTHWEST OF SURVEY MARK 772679 B,
 DO9755'34.0 FT (10.4 M) WEST OF THE APPROXIMATE CENTERLINE OF THE GRASS
 DO9755'COVERED TRAIL, 21.0 FT (6.4 M) SOUTH OF A 12-INCH (30 CM) DIAMETER
 DO9755'PALM TREE, 6.7 FT (2.0 M) SOUTH OF THE NORTHERNMOST OF 2 WELL HEADS
 DO9755'AND 3.8 FT (1.2 M) NORTH OF THE SOUTH WELL CASING WITH AN ADHESIVE
 DO9755'WITNESS STICKER.
 DO9755'
 DO9755'NOTE UNKNOWN MAGNETISM.
 DO9755
 DO9755                          STATION RECOVERY (2020)
 DO9755
 DO9755'RECOVERY NOTE BY SW FL WTR MGMT DIST 2020 (CT)
 DO9755'RECOVERED IN GOOD CONDITION.
 DO9755
 DO9755                          STATION RECOVERY (2022)
 DO9755
 DO9755'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2022 (BP)
 DO9755'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9754 ***********************************************************************
 DO9754  DESIGNATION -  772679 B
 DO9754  PID         -  DO9754
 DO9754  STATE/COUNTY-  FL/POLK
 DO9754  COUNTRY     -  US
 DO9754  USGS QUAD   -  AUBURNDALE (2018)
 DO9754
 DO9754                         *CURRENT SURVEY CONTROL
 DO9754  ______________________________________________________________________
 DO9754* NAD 83(1986) POSITION- 28 00 11.6    (N) 081 49 19.1    (W)   HD_HELD2
 DO9754* NAVD 88 ORTHO HEIGHT -    36.186 (meters)      118.72  (feet) ADJUSTED
 DO9754  ______________________________________________________________________
 DO9754  GEOID HEIGHT    -        -26.359 (meters)                     GEOID18
 DO9754  DYNAMIC HEIGHT  -         36.132 (meters)      118.54  (feet) COMP
 DO9754  MODELED GRAVITY -    979,159.8   (mgal)                       NAVD 88
 DO9754
 DO9754  VERT ORDER      -  SECOND    CLASS I
 DO9754
 DO9754.The horizontal coordinates were established by autonomous hand held GPS
 DO9754.observations and have an estimated accuracy of +/- 10 meters.
 DO9754
 DO9754.The orthometric height was determined by differential leveling and
 DO9754.adjusted by the NATIONAL GEODETIC SURVEY
 DO9754.in January 2014.
 DO9754
 DO9754.No vertical observational check was made to the station.
 DO9754
 DO9754.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9754.GEOID18 height accuracy estimate available here.
 DO9754
 DO9754.Click photographs - Photos may exist for this station.
 DO9754
 DO9754.The dynamic height is computed by dividing the NAVD 88
 DO9754.geopotential number by the normal gravity value computed on the
 DO9754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9754.degrees latitude (g = 980.6199 gals.).
 DO9754
 DO9754.The modeled gravity was interpolated from observed gravity values.
 DO9754
 DO9754;                    North         East    Units  Estimated Accuracy
 DO9754;SPC FL W     -   406,579.      217,510.      MT  (+/- 10 meters HH2 GPS)
 DO9754
 DO9754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML1918297831(NAD 83)
 DO9754
 DO9754                          SUPERSEDED SURVEY CONTROL
 DO9754
 DO9754.No superseded survey control is available for this station.
 DO9754
 DO9754_MARKER: DD = SURVEY DISK
 DO9754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9754_STAMPING: SID 772679 B 2011
 DO9754_MARK LOGO: SWFWMD
 DO9754_PROJECTION: FLUSH
 DO9754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9754+STABILITY: SURFACE MOTION
 DO9754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9754+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2013
 DO9754
 DO9754  HISTORY     - Date     Condition        Report By
 DO9754  HISTORY     - 20110811 MONUMENTED       SWFWMD
 DO9754  HISTORY     - 20130408 GOOD             FLDEP
 DO9754
 DO9754                          STATION DESCRIPTION
 DO9754
 DO9754'DESCRIBED BY FL DEPT OF ENV PRO 2013 (BPJ)
 DO9754'THE MARK IS ABOUT 5.6 MI (9.0 KM) WEST-SOUTHWEST OF WINTER HAVEN, 5.1
 DO9754'MI (8.2 KM) WEST OF ELOISE, 4.7 MI (7.6 KM) SOUTH-SOUTHWEST OF
 DO9754'AUBURNDALE, IN SECTION 33, TOWNSHIP 28 SOUTH, RANGE 25 EAST.
 DO9754'
 DO9754'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 98 AND THE
 DO9754'STATE ROAD 570 (POLK PARKWAY) OVERPASS ABOUT 4.0 MI (6.4 KM) SOUTHEAST
 DO9754'OF LAKELAND, GO EAST ON STATE ROAD 570 (POLK PARKWAY) FOR 2.35 MI (3.8
 DO9754'KM) TO A SPLIT IN THE ROAD AND THE STATE ROAD 540 OFF RAMP APPROACH ON
 DO9754'THE RIGHT.  CONTINUE EAST ON STATE ROAD 540 (WINTER LAKE ROAD) FOR
 DO9754'0.15 MI (0.2 KM) TO A TOLL GATE.  CONTINUE EAST ON STATE ROAD 540
 DO9754'(WINTER LAKE ROAD) FOR 1.8 MI (2.9 KM) TO THE INTERSECTION OF
 DO9754'THORNHILL ROAD.  TURN RIGHT ON THORNHILL ROAD AND GO SOUTH FOR 0.15 MI
 DO9754'(0.2 KM) TO A RECREATIONAL AREA PARKING LOT ON THE RIGHT AND THE
 DO9754'SOUTHERNMOST OF 2 LOCKED GATES ON THE RIGHT, ENTER THE SOUTH GATE AND
 DO9754'DRIVE SOUTH-SOUTHEAST, THROUGH A PASTURE AREA, FOR 0.3 MI (0.5 KM) TO
 DO9754'A FENCE CORNER AND A METAL GATE, NOW GO SOUTH THROUGH THE PASTURE GATE
 DO9754'AND GO WEST-SOUTHWEST FOR 100.0 FT (30.5 M) TO ANOTHER GATE, ENTER THE
 DO9754'GATE AND GO WEST ALONG A SAND ROAD ON THE SOUTHSIDE OF A POND, FOR
 DO9754'0.15 MI (0.2 KM) TO A WELL SITE ON THE LEFT AND THE MARK ON THE LEFT,
 DO9754'AN ALUMINUM DISK SET IN THE TOP OF A 12-INCH (30 CM) ROUND CONCRETE
 DO9754'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE GRASS COVERED TRAIL.
 DO9754'LOCATED 119.3 FT (36.4 M) NORTH-NORTHEAST OF SURVEY MARK 772679 A,
 DO9754'113.0 FT (34.4 M) NORTH-NORTHWEST OF THE NORTHERNMOST OF 2 WELL HEADS,
 DO9754'92.0 FT (28.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE SAND ROAD,
 DO9754'24.0 FT (7.3 M) NORTH OF A 25-INCH (64 CM) DIAMETER OAK TREE, 10.5 FT
 DO9754'(3.2 M) EAST OF THE APPROXIMATE CENTERLINE OF THE GRASS COVERED TRAIL
 DO9754'AND 0.7 FT (21 CM) WEST OF A CARSONITE WITNESS POST.
 DO9754'
 DO9754'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9192 ***********************************************************************
 DN9192  DESIGNATION -  772947 A
 DN9192  PID         -  DN9192
 DN9192  STATE/COUNTY-  FL/SUMTER
 DN9192  COUNTRY     -  US
 DN9192  USGS QUAD   -  OXFORD (2018)
 DN9192
 DN9192                         *CURRENT SURVEY CONTROL
 DN9192  ______________________________________________________________________
 DN9192* NAD 83(1986) POSITION- 28 54 06.2    (N) 082 03 28.2    (W)   HD_HELD2
 DN9192* NAVD 88 ORTHO HEIGHT -    20.996 (meters)       68.88  (feet) ADJUSTED
 DN9192  ______________________________________________________________________
 DN9192  GEOID HEIGHT    -        -27.474 (meters)                     GEOID18
 DN9192  DYNAMIC HEIGHT  -         20.966 (meters)       68.79  (feet) COMP
 DN9192  MODELED GRAVITY -    979,237.1   (mgal)                       NAVD 88
 DN9192
 DN9192  VERT ORDER      -  SECOND    CLASS I
 DN9192
 DN9192.The horizontal coordinates were established by autonomous hand held GPS
 DN9192.observations and have an estimated accuracy of +/- 10 meters.
 DN9192
 DN9192.The orthometric height was determined by differential leveling and
 DN9192.adjusted by the NATIONAL GEODETIC SURVEY
 DN9192.in July 2012.
 DN9192
 DN9192.No vertical observational check was made to the station.
 DN9192
 DN9192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9192.GEOID18 height accuracy estimate available here.
 DN9192
 DN9192.Click photographs - Photos may exist for this station.
 DN9192
 DN9192.The dynamic height is computed by dividing the NAVD 88
 DN9192.geopotential number by the normal gravity value computed on the
 DN9192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9192.degrees latitude (g = 980.6199 gals.).
 DN9192
 DN9192.The modeled gravity was interpolated from observed gravity values.
 DN9192
 DN9192;                    North         East    Units  Estimated Accuracy
 DN9192;SPC FL W     -   506,139.      194,360.      MT  (+/- 10 meters HH2 GPS)
 DN9192
 DN9192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9686697557(NAD 83)
 DN9192
 DN9192                          SUPERSEDED SURVEY CONTROL
 DN9192
 DN9192.No superseded survey control is available for this station.
 DN9192
 DN9192_MARKER: DD = SURVEY DISK
 DN9192_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9192_STAMPING: 772947 A
 DN9192_MARK LOGO: SWFWMD
 DN9192_PROJECTION: RECESSED 5 CENTIMETERS
 DN9192_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9192_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9192+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2011
 DN9192_ROD/PIPE-DEPTH: 5.8 meters
 DN9192
 DN9192  HISTORY     - Date     Condition        Report By
 DN9192  HISTORY     - 20110511 MONUMENTED       FLDEP
 DN9192
 DN9192                          STATION DESCRIPTION
 DN9192
 DN9192'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN9192'THE MARK IS ABOUT 8.2 MI (13.2 KM) WEST OF LADY LAKE, 2.8 MI (4.5 KM)
 DN9192'NORTH-NORTHWEST OF WILDWOOD, 2.1 MI (3.4 KM) SOUTHWEST OF OXFORD, IN
 DN9192'SECTION 24, TOWNSHIP 18 SOUTH, RANGE 22 EAST.
 DN9192'
 DN9192'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DN9192'ROAD 44 IN WILDWOOD, GO NORTH ON U.S. HIGHWAY 301 FOR 3.9 MI (6.3 KM)
 DN9192'TO THE INTERSECTION OF COUNTY ROAD 222 ON THE LEFT AND COUNTY ROAD 114
 DN9192'ON THE RIGHT.  TURN LEFT ON COUNTY ROAD 222 AND GO WEST FOR 1.3 MI
 DN9192'(2.1 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DN9192'A DEPTH OF 19.1 FT (5.8 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED
 DN9192'IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL
 DN9192'OF THE GROUND AND 0.8 FT (24 CM) BELOW THE LEVEL OF COUNTY ROAD 222.
 DN9192'
 DN9192'LOCATED 44.5 FT (13.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY
 DN9192'ROAD 222, 27.8 FT (8.5 M) SOUTHEAST OF SURVEY MARK 772947 B, 8.0 FT
 DN9192'(2.4 M) EAST OF THE SOUTHERN MOST WELL HEAD, 1.5 FT (0.5 M) NORTH OF A
 DN9192'BARB WIRE FENCE AND 1.4 FT (0.4 M) NORTH OF A CARSONITE WITNESS POST.
 DN9192'
 DN9192'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9191 ***********************************************************************
 DN9191  DESIGNATION -  772947 B
 DN9191  PID         -  DN9191
 DN9191  STATE/COUNTY-  FL/SUMTER
 DN9191  COUNTRY     -  US
 DN9191  USGS QUAD   -  OXFORD (2018)
 DN9191
 DN9191                         *CURRENT SURVEY CONTROL
 DN9191  ______________________________________________________________________
 DN9191* NAD 83(1986) POSITION- 28 54 06.4    (N) 082 03 28.2    (W)   HD_HELD2
 DN9191* NAVD 88 ORTHO HEIGHT -    20.999 (meters)       68.89  (feet) ADJUSTED
 DN9191  ______________________________________________________________________
 DN9191  GEOID HEIGHT    -        -27.474 (meters)                     GEOID18
 DN9191  DYNAMIC HEIGHT  -         20.970 (meters)       68.80  (feet) COMP
 DN9191  MODELED GRAVITY -    979,237.1   (mgal)                       NAVD 88
 DN9191
 DN9191  VERT ORDER      -  SECOND    CLASS I
 DN9191
 DN9191.The horizontal coordinates were established by autonomous hand held GPS
 DN9191.observations and have an estimated accuracy of +/- 10 meters.
 DN9191
 DN9191.The orthometric height was determined by differential leveling and
 DN9191.adjusted by the NATIONAL GEODETIC SURVEY
 DN9191.in July 2012.
 DN9191
 DN9191.No vertical observational check was made to the station.
 DN9191
 DN9191.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9191.GEOID18 height accuracy estimate available here.
 DN9191
 DN9191.Click photographs - Photos may exist for this station.
 DN9191
 DN9191.The dynamic height is computed by dividing the NAVD 88
 DN9191.geopotential number by the normal gravity value computed on the
 DN9191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9191.degrees latitude (g = 980.6199 gals.).
 DN9191
 DN9191.The modeled gravity was interpolated from observed gravity values.
 DN9191
 DN9191;                    North         East    Units  Estimated Accuracy
 DN9191;SPC FL W     -   506,146.      194,360.      MT  (+/- 10 meters HH2 GPS)
 DN9191
 DN9191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM9686697563(NAD 83)
 DN9191
 DN9191                          SUPERSEDED SURVEY CONTROL
 DN9191
 DN9191.No superseded survey control is available for this station.
 DN9191
 DN9191_MARKER: DD = SURVEY DISK
 DN9191_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DN9191+WITH SETTING: INFORMATION.
 DN9191_STAMPING: 772947 B 2011
 DN9191_MARK LOGO: SWFWMD
 DN9191_PROJECTION: RECESSED 8 CENTIMETERS
 DN9191_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN9191+SATELLITE: SATELLITE OBSERVATIONS - November 27, 2017
 DN9191_ROD/PIPE-DEPTH: 2.9 meters
 DN9191
 DN9191  HISTORY     - Date     Condition        Report By
 DN9191  HISTORY     - 20110511 MONUMENTED       FLDEP
 DN9191  HISTORY     - 20171127 GOOD             SWFWMD
 DN9191
 DN9191                          STATION DESCRIPTION
 DN9191
 DN9191'DESCRIBED BY FL DEPT OF ENV PRO 2011 (DLP)
 DN9191'THE MARK IS ABOUT 8.2 MI (13.2 KM) WEST OF LADY LAKE, 2.8 MI (4.5 KM)
 DN9191'NORTH-NORTHWEST OF WILDWOOD, 2.1 MI (3.4 KM) SOUTHWEST OF OXFORD, IN
 DN9191'SECTION 24, TOWNSHIP 18 SOUTH, RANGE 22 EAST.
 DN9191'
 DN9191'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DN9191'ROAD 44 IN WILDWOOD, GO NORTH ON U.S. HIGHWAY 301 FOR 3.9 MI (6.3 KM)
 DN9191'TO THE INTERSECTION OF COUNTY ROAD 222 ON THE LEFT AND COUNTY ROAD 114
 DN9191'ON THE RIGHT.  TURN LEFT ON COUNTY ROAD 222 AND GO WEST FOR 1.3 MI
 DN9191'(2.1 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT
 DN9191'A DEPTH OF 9.4 FT (2.9 M) WITH AN ALUMINUM DISK ATTACHED AND ENCASED
 DN9191'IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL
 DN9191'OF THE GROUND AND 0.6 FT (18 CM) BELOW THE LEVEL OF COUNTY ROAD 222.
 DN9191'
 DN9191'LOCATED 27.8 FT (8.5 M) NORTHWEST OF SURVEY MARK 772947 A, 20.1 FT
 DN9191'(6.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 222, 18.0
 DN9191'FT (5.5 M) NORTH-NORTHWEST OF THE NORTHERN MOST WELL HEAD, 4.3 FT (1.3
 DN9191'M) SOUTH OF A WOODEN CORNER POST FOR A BARB WIRE FENCE, 1.6 FT (0.5 M)
 DN9191'EAST OF A BARB WIRE FENCE AND 1.5 FT (0.5 M) EAST OF A CARBONATE
 DN9191'WITNESS POST.
 DN9191'
 DN9191'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DN9191
 DN9191                          STATION RECOVERY (2017)
 DN9191
 DN9191'RECOVERY NOTE BY SW FL WTR MGMT DIST 2017 (WKH)
 DN9191'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4239 ***********************************************************************
 DP4239  DESIGNATION -  774268
 DP4239  PID         -  DP4239
 DP4239  STATE/COUNTY-  FL/HIGHLANDS
 DP4239  COUNTRY     -  US
 DP4239  USGS QUAD   -  CREWSVILLE (2018)
 DP4239
 DP4239                         *CURRENT SURVEY CONTROL
 DP4239  ______________________________________________________________________
 DP4239* NAD 83(1986) POSITION- 27 26 04.1    (N) 081 33 31.1    (W)   HD_HELD2
 DP4239* NAVD 88 ORTHO HEIGHT -    26.631 (meters)       87.37  (feet) ADJUSTED
 DP4239  ______________________________________________________________________
 DP4239  GEOID HEIGHT    -        -25.448 (meters)                     GEOID18
 DP4239  DYNAMIC HEIGHT  -         26.591 (meters)       87.24  (feet) COMP
 DP4239  MODELED GRAVITY -    979,129.8   (mgal)                       NAVD 88
 DP4239
 DP4239  VERT ORDER      -  SECOND    CLASS I
 DP4239
 DP4239.The horizontal coordinates were established by autonomous hand held GPS
 DP4239.observations and have an estimated accuracy of +/- 10 meters.
 DP4239
 DP4239.The orthometric height was determined by differential leveling and
 DP4239.adjusted by the NATIONAL GEODETIC SURVEY
 DP4239.in August 2014.
 DP4239
 DP4239.No vertical observational check was made to the station.
 DP4239
 DP4239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4239.GEOID18 height accuracy estimate available here.
 DP4239
 DP4239.Click photographs - Photos may exist for this station.
 DP4239
 DP4239.The dynamic height is computed by dividing the NAVD 88
 DP4239.geopotential number by the normal gravity value computed on the
 DP4239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4239.degrees latitude (g = 980.6199 gals.).
 DP4239
 DP4239.The modeled gravity was interpolated from observed gravity values.
 DP4239
 DP4239;                    North         East    Units  Estimated Accuracy
 DP4239;SPC FL E     -   343,668.      144,770.      MT  (+/- 10 meters HH2 GPS)
 DP4239
 DP4239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4478834682(NAD 83)
 DP4239
 DP4239                          SUPERSEDED SURVEY CONTROL
 DP4239
 DP4239.No superseded survey control is available for this station.
 DP4239
 DP4239_MARKER: DD = SURVEY DISK
 DP4239_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4239_STAMPING: 774268 2013
 DP4239_MARK LOGO: SWFWMD
 DP4239_PROJECTION: RECESSED 10 CENTIMETERS
 DP4239_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4239+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2022
 DP4239_ROD/PIPE-DEPTH: 10.7 meters
 DP4239
 DP4239  HISTORY     - Date     Condition        Report By
 DP4239  HISTORY     - 20130620 MONUMENTED       FLDEP
 DP4239  HISTORY     - 20220614 GOOD             GEOCAC
 DP4239
 DP4239                          STATION DESCRIPTION
 DP4239
 DP4239'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4239'THE MARK IS ABOUT 8.8 MI (14.2 KM) WEST-SOUTHWEST OF SEBRING, 8.5 MI
 DP4239'(13.6 KM) EAST-NORTHEAST OF SWEETWATER, 1.4 MI (2.2 KM) NORTHEAST OF
 DP4239'CREWSVILLE, IN SECTION 18, TOWNSHIP 35 SOUTH, RANGE 28 EAST.  THE KEY
 DP4239'MUST BE OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT, CONTACT
 DP4239'PERSON IS (JIM OWENS PHONE NUMBER IS 352-796-7211).
 DP4239'
 DP4239'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP4239'HIGHWAY 27 ABOUT 4.6 MI (7.4 KM) SOUTH OF SEBRING, GO WEST ON STATE
 DP4239'ROAD 66 FOR 6.25 MI (10.1 KM) TO THE JUNCTION OF COUNTY ROAD 635 ON
 DP4239'THE RIGHT, CONTINUE WEST ON STATE ROAD 66 FOR 4.0 MI (6.4 KM) TO THE
 DP4239'JUNCTION OF SOUTH HAMMOCK ROAD ON THE RIGHT, TURN RIGHT ON SOUTH
 DP4239'HAMMOCK ROAD AND GO NORTH FOR 0.75 MI (1.2 KM) TO THE INTERSECTION OF
 DP4239'SKIPPER ROAD, TURN RIGHT ON SKIPPER ROAD AND GO EAST FOR 0.75 MI (1.2
 DP4239'KM) TO A 90 DEGREE TURN TO THE SOUTH, WHERE THE ROAD TURNS INTO VAUGHN
 DP4239'ROAD, NOW GO SOUTH ON VAUGHN ROAD FOR 0.25 MI (0.4 KM) TO A GATE,
 DP4239'PASSING THROUGH THE GATE, GO EAST ON VAUGHN ROAD FOR 0.35 MI (0.6 KM)
 DP4239'TO THE JUNCTION OF A DIRT ROAD ON THE LEFT, TURN LEFT ON THE DIRT ROAD
 DP4239'AND GO NORTH FOR 0.25 MI (0.4 KM) TO THE END OF ROAD AND THE MARK, AN
 DP4239'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 35.0 FT (10.7 M) WITH A
 DP4239'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP4239'MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE
 DP4239'LEVEL OF THE GROUND.
 DP4239'
 DP4239'LOCATED 99.0 FT (30.2 M) NORTHEAST OF SURVEY MARK 724413 B, 13.2 FT
 DP4239'(4.0 M) SOUTHWEST OF THE NORTHEAST CORNER OF THE CHAINLINK FENCE, 10.7
 DP4239'FT (3.3 M) SOUTHEAST OF THE NORTHWEST CORNER OF THE CHAINLINK FENCE
 DP4239'CORNER AND 5.0 FT (1.5 M) NORTH OF THE NORTHERN MOST WATER MONITORING
 DP4239'WELL.
 DP4239'
 DP4239'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4239'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4239
 DP4239                          STATION RECOVERY (2022)
 DP4239
 DP4239'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DP4239'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9156 ***********************************************************************
 DO9156  DESIGNATION -  775343 A
 DO9156  PID         -  DO9156
 DO9156  STATE/COUNTY-  FL/HARDEE
 DO9156  COUNTRY     -  US
 DO9156  USGS QUAD   -  FROSTPROOF (2018)
 DO9156
 DO9156                         *CURRENT SURVEY CONTROL
 DO9156  ______________________________________________________________________
 DO9156* NAD 83(1986) POSITION- 27 38 47.2    (N) 081 37 01.1    (W)   HD_HELD2
 DO9156* NAVD 88 ORTHO HEIGHT -    28.269 (meters)       92.75  (feet) ADJUSTED
 DO9156  ______________________________________________________________________
 DO9156  GEOID HEIGHT    -        -25.798 (meters)                     GEOID18
 DO9156  DYNAMIC HEIGHT  -         28.227 (meters)       92.61  (feet) COMP
 DO9156  MODELED GRAVITY -    979,141.3   (mgal)                       NAVD 88
 DO9156
 DO9156  VERT ORDER      -  FIRST     CLASS II
 DO9156
 DO9156.The horizontal coordinates were established by autonomous hand held GPS
 DO9156.observations and have an estimated accuracy of +/- 10 meters.
 DO9156
 DO9156.The orthometric height was determined by differential leveling and
 DO9156.adjusted by the NATIONAL GEODETIC SURVEY
 DO9156.in December 2013.
 DO9156
 DO9156.No vertical observational check was made to the station.
 DO9156
 DO9156.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9156.GEOID18 height accuracy estimate available here.
 DO9156
 DO9156.Click photographs - Photos may exist for this station.
 DO9156
 DO9156.The dynamic height is computed by dividing the NAVD 88
 DO9156.geopotential number by the normal gravity value computed on the
 DO9156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9156.degrees latitude (g = 980.6199 gals.).
 DO9156
 DO9156.The modeled gravity was interpolated from observed gravity values.
 DO9156
 DO9156;                    North         East    Units  Estimated Accuracy
 DO9156;SPC FL W     -   367,090.      237,796.      MT  (+/- 10 meters HH2 GPS)
 DO9156
 DO9156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3914058190(NAD 83)
 DO9156
 DO9156                          SUPERSEDED SURVEY CONTROL
 DO9156
 DO9156.No superseded survey control is available for this station.
 DO9156
 DO9156_MARKER: DD = SURVEY DISK
 DO9156_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9156_STAMPING: 775343 A 2012
 DO9156_MARK LOGO: SWFWMD
 DO9156_PROJECTION: FLUSH
 DO9156_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9156_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9156+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2017
 DO9156_ROD/PIPE-DEPTH: 11.1 meters
 DO9156
 DO9156  HISTORY     - Date     Condition        Report By
 DO9156  HISTORY     - 20121204 MONUMENTED       FLDEP
 DO9156  HISTORY     - 20171012 GOOD             SWFWMD
 DO9156
 DO9156                          STATION DESCRIPTION
 DO9156
 DO9156'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9156'THE MARK IS ABOUT 8.6 MI (13.8 KM) SOUTHWEST OF FROSTPROOF, 7.6 MI
 DO9156'(12.2 KM) WEST-NORTHWEST OF AVON PARK, 1.1 MI (1.8 KM) SOUTH-SOUTHEAST
 DO9156'OF BEREAH, IN SECTION 4, TOWNSHIP 33 SOUTH, RANGE 27 EAST.
 DO9156'
 DO9156'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9156'17 (SCENIC HIGHWAY) AND AVON PARK CUTOFF ROAD NORTH, ABOUT 5.0 MI (8.0
 DO9156'KM) SOUTH OF FROSTPROOF, GO SOUTH AND WEST ON AVON PARK CUTOFF ROAD
 DO9156'NORTH FOR 3.2 MI (5.1 KM) TO THE JUNCTION OF EAST BEREAH ROAD ON THE
 DO9156'LEFT.  TURN LEFT ON EAST BEREAH ROAD AND GO SOUTH FOR 0.75 MI (1.2 KM)
 DO9156'TO THE JUNCTION OF ALTMAN ROAD ON THE RIGHT.  TURN RIGHT ON ALTMAN
 DO9156'ROAD AND GO WEST FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF C. DAVIS ROAD
 DO9156'ON THE LEFT.  TURN LEFT ON C. DAVIS ROAD AND GO SOUTH FOR 1.0 MI (1.6
 DO9156'KM) TO THE JUNCTION OF COUNTY LINE ROAD ON THE RIGHT, A WELL SITE ON
 DO9156'THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DO9156'AT A DEPTH OF 36.4 FT (11.1 M) WITH AN ALUMINUM DISK ENCASED IN A
 DO9156'4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M)
 DO9156'BELOW THE LEVEL OF C. DAVIS ROAD.
 DO9156'
 DO9156'LOCATED 18.5 FT (5.6 M) EAST OF THE APPROXIMATE EXTENDED CENTERLINE OF
 DO9156'C. DAVIS ROAD, 51.2 FT (15.6 M) WEST-NORTHWEST OF SURVEY MARK 775343
 DO9156'B, 37.7 FT (11.5 M) NORTHWEST OF THE WESTERNMOST OF 2 GATE POSTS, 5.2
 DO9156'FT (1.6 M) WEST OF THE APPROXIMATE CENTER OF A METAL WELL PIPE, 2.9 FT
 DO9156'(0.9 M) SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE OF COUNTY LINE
 DO9156'ROAD AND 2.3 FT (0.7 M) WEST OF A CARSONITE WITNESS POST.
 DO9156'
 DO9156'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9156'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9156
 DO9156                          STATION RECOVERY (2017)
 DO9156
 DO9156'RECOVERY NOTE BY SW FL WTR MGMT DIST 2017 (CT)
 DO9156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9157 ***********************************************************************
 DO9157  DESIGNATION -  775343 B
 DO9157  PID         -  DO9157
 DO9157  STATE/COUNTY-  FL/HARDEE
 DO9157  COUNTRY     -  US
 DO9157  USGS QUAD   -  FROSTPROOF (2018)
 DO9157
 DO9157                         *CURRENT SURVEY CONTROL
 DO9157  ______________________________________________________________________
 DO9157* NAD 83(1986) POSITION- 27 38 47.0    (N) 081 37 00.7    (W)   HD_HELD2
 DO9157* NAVD 88 ORTHO HEIGHT -    27.723 (meters)       90.95  (feet) ADJUSTED
 DO9157  ______________________________________________________________________
 DO9157  GEOID HEIGHT    -        -25.798 (meters)                     GEOID18
 DO9157  DYNAMIC HEIGHT  -         27.681 (meters)       90.82  (feet) COMP
 DO9157  MODELED GRAVITY -    979,141.3   (mgal)                       NAVD 88
 DO9157
 DO9157  VERT ORDER      -  FIRST     CLASS II
 DO9157
 DO9157.The horizontal coordinates were established by autonomous hand held GPS
 DO9157.observations and have an estimated accuracy of +/- 10 meters.
 DO9157
 DO9157.The orthometric height was determined by differential leveling and
 DO9157.adjusted by the NATIONAL GEODETIC SURVEY
 DO9157.in December 2013.
 DO9157
 DO9157.No vertical observational check was made to the station.
 DO9157
 DO9157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9157.GEOID18 height accuracy estimate available here.
 DO9157
 DO9157.Click photographs - Photos may exist for this station.
 DO9157
 DO9157.The dynamic height is computed by dividing the NAVD 88
 DO9157.geopotential number by the normal gravity value computed on the
 DO9157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9157.degrees latitude (g = 980.6199 gals.).
 DO9157
 DO9157.The modeled gravity was interpolated from observed gravity values.
 DO9157
 DO9157;                    North         East    Units  Estimated Accuracy
 DO9157;SPC FL W     -   367,084.      237,806.      MT  (+/- 10 meters HH2 GPS)
 DO9157
 DO9157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3915158184(NAD 83)
 DO9157
 DO9157                          SUPERSEDED SURVEY CONTROL
 DO9157
 DO9157.No superseded survey control is available for this station.
 DO9157
 DO9157_MARKER: DD = SURVEY DISK
 DO9157_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DO9157_STAMPING: 775343 B 2012
 DO9157_MARK LOGO: SWFWMD
 DO9157_PROJECTION: FLUSH
 DO9157_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9157+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2017
 DO9157_ROD/PIPE-DEPTH: 10.9 meters
 DO9157
 DO9157  HISTORY     - Date     Condition        Report By
 DO9157  HISTORY     - 20121204 MONUMENTED       FLDEP
 DO9157  HISTORY     - 20171012 GOOD             SWFWMD
 DO9157
 DO9157                          STATION DESCRIPTION
 DO9157
 DO9157'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO9157'THE MARK IS ABOUT 8.6 MI (13.8 KM) SOUTHWEST OF FROSTPROOF, 7.6 MI
 DO9157'(12.2 KM) WEST-NORTHWEST OF AVON PARK, 1.1 MI (1.8 KM) SOUTH-SOUTHEAST
 DO9157'OF BEREAH IN SECTION 4, TOWNSHIP 33 SOUTH, RANGE 27 EAST.
 DO9157'
 DO9157'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD
 DO9157'17 (SCENIC HIGHWAY) AND AVON PARK CUTOFF ROAD NORTH, ABOUT 5.0 MI (8.0
 DO9157'KM) SOUTH OF FROSTPROOF, GO SOUTH AND WEST ON AVON PARK CUTOFF ROAD
 DO9157'NORTH FOR 3.2 MI (5.1 KM) TO THE JUNCTION OF EAST BEREAH ROAD ON THE
 DO9157'LEFT.  TURN LEFT ON EAST BEREAH ROAD AND GO SOUTH FOR 0.75 MI (1.2 KM)
 DO9157'TO THE JUNCTION OF ALTMAN ROAD ON THE RIGHT.  TURN RIGHT ON ALTMAN
 DO9157'ROAD AND GO WEST FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF C. DAVIS ROAD
 DO9157'ON THE LEFT.  TURN LEFT ON C. DAVIS ROAD AND GO SOUTH FOR 1.0 MI (1.6
 DO9157'KM) TO THE JUNCTION OF COUNTY LINE ROAD ON THE RIGHT, A WELL SITE ON
 DO9157'THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL
 DO9157'AT A DEPTH OF 35.8 FT (10.9 M) WITH AN ALUMINUM DISK ENCASED IN A
 DO9157'4-INCH (10 CM) PVC PIPE FLUSH WITH THE GROUND AND ABOUT 1.0 FT (0.3 M)
 DO9157'BELOW THE LEVEL OF C. DAVIS ROAD.
 DO9157'
 DO9157'LOCATED 69.7 FT (21.2 M) EAST OF THE APPROXIMATE EXTENDED CENTERLINE
 DO9157'OF C. DAVIS ROAD, 51.2 FT (15.6 M) EAST-SOUTHEAST OF SURVEY MARK
 DO9157'775343 A, 46.5 FT (14.2 M) EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF
 DO9157'A METAL WELL PIPE, 12.6 FT (3.8 M) SOUTH OF THE APPROXIMATE EXTENDED
 DO9157'CENTERLINE OF COUNTY LINE ROAD, 3.5 FT (1.1 M) NORTHEAST OF THE
 DO9157'EASTERNMOST OF 2 GATE POSTS, 2.9 FT (0.9 M) NORTH OF A BARB WIRE FENCE
 DO9157'AND 2.7 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST.
 DO9157'
 DO9157'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DO9157'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DO9157
 DO9157                          STATION RECOVERY (2017)
 DO9157
 DO9157'RECOVERY NOTE BY SW FL WTR MGMT DIST 2017 (CT)
 DO9157'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9396 ***********************************************************************
 DN9396  DESIGNATION -  775484 A
 DN9396  PID         -  DN9396
 DN9396  STATE/COUNTY-  FL/CITRUS
 DN9396  COUNTRY     -  US
 DN9396  USGS QUAD   -  STOKES FERRY (2018)
 DN9396
 DN9396                         *CURRENT SURVEY CONTROL
 DN9396  ______________________________________________________________________
 DN9396* NAD 83(1986) POSITION- 28 54 01.9    (N) 082 22 17.8    (W)   HD_HELD2
 DN9396* NAVD 88 ORTHO HEIGHT -    12.753 (meters)       41.84  (feet) ADJUSTED
 DN9396  ______________________________________________________________________
 DN9396  GEOID HEIGHT    -        -27.384 (meters)                     GEOID18
 DN9396  DYNAMIC HEIGHT  -         12.735 (meters)       41.78  (feet) COMP
 DN9396  MODELED GRAVITY -    979,227.5   (mgal)                       NAVD 88
 DN9396
 DN9396  VERT ORDER      -  SECOND    CLASS I
 DN9396
 DN9396.The horizontal coordinates were established by autonomous hand held GPS
 DN9396.observations and have an estimated accuracy of +/- 10 meters.
 DN9396
 DN9396.The orthometric height was determined by differential leveling and
 DN9396.adjusted by the NATIONAL GEODETIC SURVEY
 DN9396.in July 2012.
 DN9396
 DN9396.No vertical observational check was made to the station.
 DN9396
 DN9396.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9396.GEOID18 height accuracy estimate available here.
 DN9396
 DN9396.Click photographs - Photos may exist for this station.
 DN9396
 DN9396.The dynamic height is computed by dividing the NAVD 88
 DN9396.geopotential number by the normal gravity value computed on the
 DN9396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9396.degrees latitude (g = 980.6199 gals.).
 DN9396
 DN9396.The modeled gravity was interpolated from observed gravity values.
 DN9396
 DN9396;                    North         East    Units  Estimated Accuracy
 DN9396;SPC FL W     -   506,062.      163,758.      MT  (+/- 10 meters HH2 GPS)
 DN9396
 DN9396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6627097738(NAD 83)
 DN9396
 DN9396                          SUPERSEDED SURVEY CONTROL
 DN9396
 DN9396.No superseded survey control is available for this station.
 DN9396
 DN9396_MARKER: DD = SURVEY DISK
 DN9396_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9396_STAMPING: 775484 A 2011
 DN9396_MARK LOGO: SWFWMD
 DN9396_PROJECTION: FLUSH
 DN9396_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9396+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2011
 DN9396_ROD/PIPE-DEPTH: 11.9 meters
 DN9396
 DN9396  HISTORY     - Date     Condition        Report By
 DN9396  HISTORY     - 20110525 MONUMENTED       FLDEP
 DN9396
 DN9396                          STATION DESCRIPTION
 DN9396
 DN9396'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9396'THE MARK IS ABOUT 7.8 MI (12.6 KM) EAST-NORTHEAST OF LECANTO, 5.4 MI
 DN9396'(8.8 KM) SOUTH-SOUTHEAST OF HOLDER, 5.1 MI (8.2 KM) NORTH-NORTHWEST OF
 DN9396'INVERNESS, IN HERNANDO, IN SECTION 26, TOWNSHIP 18 SOUTH, RANGE 19
 DN9396'EAST.
 DN9396'
 DN9396'TO REACH THE MARK FROM THE INTERSECTION OF EAST LINE DRIVE, U.S.
 DN9396'HIGHWAY 41 (NORTH FLORIDA AVENUE) AND STATE ROAD 200 NORTHBOUND LANES
 DN9396'(CARL G. ROSE HIGHWAY) IN HERNANDO, GO SOUTHEAST ON U.S. HIGHWAY 41
 DN9396'(NORTH FLORIDA AVENUE) FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF EAST
 DN9396'ORANGE DRIVE, TURN LEFT ON EAST ORANGE DRIVE AND GO EAST FOR 0.15 MI
 DN9396'(0.2 KM) TO THE EAST END OF HERNANDO COMMUNITY PARK ON THE LEFT, A
 DN9396'WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN
 DN9396'TO REFUSAL AT A DEPTH OF 39.2 FT (11.9 M) WITH AN ALUMINUM DISK
 DN9396'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DN9396'GROUND AND LEVEL WITH EAST ORANGE DRIVE.
 DN9396'
 DN9396'LOCATED 99.4 FT (30.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF EAST
 DN9396'ORANGE DRIVE, 73.8 FT (22.5 M) SOUTH OF SURVEY MARK 77548 B, 27.3 FT
 DN9396'(8.3 M) SOUTHEAST OF THE SOUTHERNMOST OF 2 WELL HEADS, 2.3 FT (0.7 M)
 DN9396'WEST OF A CHAINLINK FENCE AND 2.2 FT (0.7 M) WEST OF A CARSONITE
 DN9396'WITNESS POST.
 DN9396'
 DN9396'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9396'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN9397 ***********************************************************************
 DN9397  DESIGNATION -  775484 B
 DN9397  PID         -  DN9397
 DN9397  STATE/COUNTY-  FL/CITRUS
 DN9397  COUNTRY     -  US
 DN9397  USGS QUAD   -  STOKES FERRY (2018)
 DN9397
 DN9397                         *CURRENT SURVEY CONTROL
 DN9397  ______________________________________________________________________
 DN9397* NAD 83(1986) POSITION- 28 54 02.6    (N) 082 22 18.0    (W)   HD_HELD2
 DN9397* NAVD 88 ORTHO HEIGHT -    12.660 (meters)       41.54  (feet) ADJUSTED
 DN9397  ______________________________________________________________________
 DN9397  GEOID HEIGHT    -        -27.385 (meters)                     GEOID18
 DN9397  DYNAMIC HEIGHT  -         12.642 (meters)       41.48  (feet) COMP
 DN9397  MODELED GRAVITY -    979,227.5   (mgal)                       NAVD 88
 DN9397
 DN9397  VERT ORDER      -  SECOND    CLASS I
 DN9397
 DN9397.The horizontal coordinates were established by autonomous hand held GPS
 DN9397.observations and have an estimated accuracy of +/- 10 meters.
 DN9397
 DN9397.The orthometric height was determined by differential leveling and
 DN9397.adjusted by the NATIONAL GEODETIC SURVEY
 DN9397.in July 2012.
 DN9397
 DN9397.No vertical observational check was made to the station.
 DN9397
 DN9397.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN9397.GEOID18 height accuracy estimate available here.
 DN9397
 DN9397.Click photographs - Photos may exist for this station.
 DN9397
 DN9397.The dynamic height is computed by dividing the NAVD 88
 DN9397.geopotential number by the normal gravity value computed on the
 DN9397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN9397.degrees latitude (g = 980.6199 gals.).
 DN9397
 DN9397.The modeled gravity was interpolated from observed gravity values.
 DN9397
 DN9397;                    North         East    Units  Estimated Accuracy
 DN9397;SPC FL W     -   506,084.      163,753.      MT  (+/- 10 meters HH2 GPS)
 DN9397
 DN9397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6626597760(NAD 83)
 DN9397
 DN9397                          SUPERSEDED SURVEY CONTROL
 DN9397
 DN9397.No superseded survey control is available for this station.
 DN9397
 DN9397_MARKER: DD = SURVEY DISK
 DN9397_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DN9397_STAMPING: 775484 B 2011
 DN9397_MARK LOGO: SWFWMD
 DN9397_PROJECTION: FLUSH
 DN9397_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN9397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN9397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN9397+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2011
 DN9397_ROD/PIPE-DEPTH: 9.2 meters
 DN9397
 DN9397  HISTORY     - Date     Condition        Report By
 DN9397  HISTORY     - 20110525 MONUMENTED       FLDEP
 DN9397
 DN9397                          STATION DESCRIPTION
 DN9397
 DN9397'DESCRIBED BY FL DEPT OF ENV PRO 2011 (BPJ)
 DN9397'THE MARK IS ABOUT 7.8 MI (12.6 KM) EAST-NORTHEAST OF LECANTO, 5.4 MI
 DN9397'(8.7 KM) SOUTH-SOUTHEAST OF HOLDER, 5.1 MI (8.3 KM) NORTH-NORTHWEST OF
 DN9397'INVERNESS, IN HERNANDO, IN SECTION 26, TOWNSHIP 18 SOUTH, RANGE 19
 DN9397'EAST.
 DN9397'
 DN9397'TO REACH THE MARK FROM THE INTERSECTION OF EAST LINE DRIVE, U.S.
 DN9397'HIGHWAY 41 (NORTH FLORIDA AVENUE) AND STATE ROAD 200 NORTHBOUND LANES
 DN9397'(CARL G. ROSE HIGHWAY) IN HERNANDO, GO SOUTHEAST ON U.S. HIGHWAY 41
 DN9397'(NORTH FLORIDA AVENUE) FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF EAST
 DN9397'ORANGE DRIVE, TURN LEFT ON EAST ORANGE DRIVE AND GO EAST FOR 0.15 MI
 DN9397'(0.2 KM) TO THE EAST END OF HERNANDO COMMUNITY PARK ON THE LEFT, A
 DN9397'WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN
 DN9397'TO REFUSAL AT A DEPTH OF 30.2 FT (9.2 M) WITH AN ALUMINUM DISK
 DN9397'ATTACHED AND ENCASED IN A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE
 DN9397'GROUND AND LEVEL WITH EAST ORANGE DRIVE.
 DN9397'
 DN9397'LOCATED 172.5 FT (52.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF EAST
 DN9397'ORANGE DRIVE, 73.8 FT (22.5 M) NORTH OF SURVEY MARK 77548 A, 43.0 FT
 DN9397'(13.1 M) NORTH-NORTHEAST OF THE NORTHERNMOST OF 2 WELL HEADS, 2.9 FT
 DN9397'(0.9 M) WEST OF A CHAINLINK FENCE AND 1.9 FT (0.6 M) WEST OF A
 DN9397'CARSONITE WITNESS POST.
 DN9397'
 DN9397'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DN9397'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3736 ***********************************************************************
 DQ3736  DESIGNATION -  777893
 DQ3736  PID         -  DQ3736
 DQ3736  STATE/COUNTY-  FL/CITRUS
 DQ3736  COUNTRY     -  US
 DQ3736  USGS QUAD   -  RUTLAND (2018)
 DQ3736
 DQ3736                         *CURRENT SURVEY CONTROL
 DQ3736  ______________________________________________________________________
 DQ3736* NAD 83(1986) POSITION- 28 46 49.7    (N) 082 13 53.8    (W)   HD_HELD2
 DQ3736* NAVD 88 ORTHO HEIGHT -    13.448 (meters)       44.12  (feet) ADJUSTED
 DQ3736  ______________________________________________________________________
 DQ3736  GEOID HEIGHT    -        -27.198 (meters)                     GEOID18
 DQ3736  DYNAMIC HEIGHT  -         13.429 (meters)       44.06  (feet) COMP
 DQ3736  MODELED GRAVITY -    979,225.0   (mgal)                       NAVD 88
 DQ3736
 DQ3736  VERT ORDER      -  SECOND    CLASS I
 DQ3736
 DQ3736.The horizontal coordinates were established by autonomous hand held GPS
 DQ3736.observations and have an estimated accuracy of +/- 10 meters.
 DQ3736
 DQ3736.The orthometric height was determined by differential leveling and
 DQ3736.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3736.in December 2016.
 DQ3736
 DQ3736.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3736.GEOID18 height accuracy estimate available here.
 DQ3736
 DQ3736.Click photographs - Photos may exist for this station.
 DQ3736
 DQ3736.The dynamic height is computed by dividing the NAVD 88
 DQ3736.geopotential number by the normal gravity value computed on the
 DQ3736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3736.degrees latitude (g = 980.6199 gals.).
 DQ3736
 DQ3736.The modeled gravity was interpolated from observed gravity values.
 DQ3736
 DQ3736;                    North         East    Units  Estimated Accuracy
 DQ3736;SPC FL W     -   492,722.      177,386.      MT  (+/- 10 meters HH2 GPS)
 DQ3736
 DQ3736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM7978384286(NAD 83)
 DQ3736
 DQ3736                          SUPERSEDED SURVEY CONTROL
 DQ3736
 DQ3736.No superseded survey control is available for this station.
 DQ3736
 DQ3736_MARKER: DD = SURVEY DISK
 DQ3736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3736_STAMPING: 777893 2012
 DQ3736_MARK LOGO: SWFWMD
 DQ3736_PROJECTION: FLUSH
 DQ3736_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3736+STABILITY: SURFACE MOTION
 DQ3736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3736+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2016
 DQ3736
 DQ3736  HISTORY     - Date     Condition        Report By
 DQ3736  HISTORY     - 20120511 MONUMENTED       SWFWMD
 DQ3736  HISTORY     - 20160503 GOOD             FLDEP
 DQ3736
 DQ3736                          STATION DESCRIPTION
 DQ3736
 DQ3736'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ3736'THE MARK IS ABOUT 7.1 MI (11.4 KM) EAST-SOUTHEAST OF INVERNESS, 6.6 MI
 DQ3736'(10.6 KM) NORTH-NORTHWEST OF WAHOO, 5.1 MI (8.2 KM) SOUTH-SOUTHWEST OF
 DQ3736'RUTLAND, IN SECTION 5, TOWNSHIP 20 SOUTH, RANGE 21 EAST.
 DQ3736'
 DQ3736'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 44 AND U.S. HIGHWAY
 DQ3736'41 SOUTH IN INVERNESS, GO EAST ON STATE ROAD 44 FOR 6.25 MI (10.06 KM)
 DQ3736'TO THE JUNCTION OF EAST BOY SCOUT ROAD ON THE RIGHT.  TURN RIGHT ON
 DQ3736'EAST BOY SCOUT ROAD AND GO SOUTHEAST FOR 0.75 MI (1.21 KM) TO THE
 DQ3736'ENTRANCE TO THE FLYING EAGLE PRESERVE.  TURN RIGHT ON THE ENTRANCE
 DQ3736'ROAD AND GO SOUTHERLY, PASSING THROUGH A LOCKED GATE, FOR 2.1 MI (3.4
 DQ3736'KM) TO THE JUNCTION OF A DIM DIRT ROAD ON THE RIGHT.  TURN RIGHT ON
 DQ3736'THE DIM ROAD AND GO WEST, PASSING THROUGH THE LOCKED GATE, FOR ABOUT
 DQ3736'175.0 FT (53.3 M) TO THE JUNCTION OF THE MAIN ROAD ON THE LEFT.  TURN
 DQ3736'LEFT ON THE MAIN ROAD AND GO SOUTH FOR 2.1 MI (3.4 KM) TO THE
 DQ3736'Y-JUNCTION OF DIKE ROAD ON THE LEFT, MAIN ROAD ON THE RIGHT.  TURN
 DQ3736'RIGHT ON THE MAIN ROAD AND CONTINUE SOUTH FOR 0.9 MI (1.4 KM) TO THE
 DQ3736'NORTH END OF A ROCK LEVEE AND CANAL CROSSING AND THE MARK ON THE
 DQ3736'RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH AN ALUMINUM DISK
 DQ3736'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH
 DQ3736'WITH THE GROUND AND LEVEL WITH THE MAIN ROAD.
 DQ3736'
 DQ3736'LOCATED 134.9 FT (41.1 M) NORTHEAST OF SURVEY MARK 670406, 61.1 FT
 DQ3736'(18.6 M) NORTH-NORTHEAST OF THE NORTHERNMOST ALUMINUM BULKHEAD
 DQ3736'CULVERT, 9.9 FT (3.0 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 DQ3736'MAIN ROAD AND 1.2 FT (0.4 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DQ3736'
 DQ3736'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8901 ***********************************************************************
 DO8901  DESIGNATION -  777957 A
 DO8901  PID         -  DO8901
 DO8901  STATE/COUNTY-  FL/POLK
 DO8901  COUNTRY     -  US
 DO8901  USGS QUAD   -  DAVENPORT (2018)
 DO8901
 DO8901                         *CURRENT SURVEY CONTROL
 DO8901  ______________________________________________________________________
 DO8901* NAD 83(1986) POSITION- 28 09 23.6    (N) 081 33 54.7    (W)   HD_HELD2
 DO8901* NAVD 88 ORTHO HEIGHT -    27.531 (meters)       90.32  (feet) ADJUSTED
 DO8901  ______________________________________________________________________
 DO8901  GEOID HEIGHT    -        -27.373 (meters)                     GEOID18
 DO8901  DYNAMIC HEIGHT  -         27.490 (meters)       90.19  (feet) COMP
 DO8901  MODELED GRAVITY -    979,152.1   (mgal)                       NAVD 88
 DO8901
 DO8901  VERT ORDER      -  FIRST     CLASS II
 DO8901
 DO8901.The horizontal coordinates were established by autonomous hand held GPS
 DO8901.observations and have an estimated accuracy of +/- 10 meters.
 DO8901
 DO8901.The orthometric height was determined by differential leveling and
 DO8901.adjusted by the NATIONAL GEODETIC SURVEY
 DO8901.in December 2013.
 DO8901
 DO8901.No vertical observational check was made to the station.
 DO8901
 DO8901.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8901.GEOID18 height accuracy estimate available here.
 DO8901
 DO8901.Click photographs - Photos may exist for this station.
 DO8901
 DO8901.The dynamic height is computed by dividing the NAVD 88
 DO8901.geopotential number by the normal gravity value computed on the
 DO8901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8901.degrees latitude (g = 980.6199 gals.).
 DO8901
 DO8901.The modeled gravity was interpolated from observed gravity values.
 DO8901
 DO8901;                    North         East    Units  Estimated Accuracy
 DO8901;SPC FL W     -   423,634.      242,704.      MT  (+/- 10 meters HH2 GPS)
 DO8901
 DO8901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4450814674(NAD 83)
 DO8901
 DO8901                          SUPERSEDED SURVEY CONTROL
 DO8901
 DO8901.No superseded survey control is available for this station.
 DO8901
 DO8901_MARKER: DD = SURVEY DISK
 DO8901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8901_STAMPING: SID777957 A 2011
 DO8901_MARK LOGO: SWFWMD
 DO8901_PROJECTION: FLUSH
 DO8901_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO8901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8901+STABILITY: SURFACE MOTION
 DO8901_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8901+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2012
 DO8901
 DO8901  HISTORY     - Date     Condition        Report By
 DO8901  HISTORY     - 20110823 MONUMENTED       SWFWMD
 DO8901  HISTORY     - 20120510 GOOD             FLDEP
 DO8901
 DO8901                          STATION DESCRIPTION
 DO8901
 DO8901'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8901'THE MARK IS IN THE MARION CREEK WILDLIFE MANAGEMENT AREA, ABOUT 9.9 MI
 DO8901'(15.9 KM) NORTH-NORTHEAST OF DUNDEE, 8.0 MI (12.9 KM) SOUTH-SOUTHWEST
 DO8901'OF INTERCESSION CITY, 2.3 MI (3.7 KM) EAST OF DAVENPORT, IN SECTION
 DO8901'12, TOWNSHIP 2 SOUTH, RANGE 27 EAST.
 DO8901'
 DO8901'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 547 (BAY
 DO8901'STREET) AND U.S. HIGHWAY 17-92 IN DAVENPORT, GO SOUTHEAST ON U.S.
 DO8901'HIGHWAY 17-92 FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF PALMETTO STREET
 DO8901'ON THE LEFT.  TURN LEFT ON PALMETTO STREET AND GO EAST FOR 0.75 MI
 DO8901'(1.2 KM) TO THE JUNCTION OF EAST BOULEVARD ON THE RIGHT.  CONTINUE
 DO8901'EAST ON HORSESHOE CREEK ROAD FOR 1.65 MI (2.7 KM) TO THE JUNCTION OF
 DO8901'HUCKLEBERRY ROAD ON THE LEFT AND A LOCKED GATED ENTRANCE TO THE MARION
 DO8901'CREEK WILDLIFE MANAGEMENT AREA, ENTER THE GATE AND CONTINUE SOUTHEAST
 DO8901'FOR ABOUT 230.0 FT (70.1 M) ON A SHELL ROAD TO ANOTHER GATE.  CONTINUE
 DO8901'SOUTHWEST THROUGH THE SECOND GATE FOR ABOUT 220.0 FT (67.1 M) TO A
 DO8901'WELL SITE AND THE MARK INSIDE THE ENCLOSURE, AN ALUMINUM ROD DRIVEN
 DO8901'INTO THE GROUND WITH AN ALUMINUM DISK ENCASED IN A 12-INCH (30 CM)
 DO8901'CONCRETE FILLED PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH THE
 DO8901'SHELL ROAD.
 DO8901'
 DO8901'LOCATED 217.0 FT (66.1 M) SOUTHWEST OF SURVEY MARK SID777957 B, 14.3
 DO8901'FT (4.4 M) EAST-SOUTHEAST OF A 12-INCH (30 CM) DIAMETER PINE TREE, 9.0
 DO8901'FT (2.7 M) NORTH OF THE APPROXIMATE CENTER OF A CHAIN LINK FENCE GATE,
 DO8901'1.3 FT (0.4 M) WEST OF A CHAIN LINK FENCE AND 1.1 FT (0.3 M) WEST OF A
 DO8901'CARSONITE WITNESS POST.
 DO8901'
 DO8901'NOTE UNKNOWN MAGNETISM.
 DO8901'
 DO8901'NOTE KEYS CAN BE OBTAINED FROM SOUTHWEST FLORIDA WATER MANAGEMENT
 DO8901'DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO8900 ***********************************************************************
 DO8900  DESIGNATION -  777957 B
 DO8900  PID         -  DO8900
 DO8900  STATE/COUNTY-  FL/POLK
 DO8900  COUNTRY     -  US
 DO8900  USGS QUAD   -  DAVENPORT (2018)
 DO8900
 DO8900                         *CURRENT SURVEY CONTROL
 DO8900  ______________________________________________________________________
 DO8900* NAD 83(1986) POSITION- 28 09 25.5    (N) 081 33 53.3    (W)   HD_HELD2
 DO8900* NAVD 88 ORTHO HEIGHT -    27.266 (meters)       89.46  (feet) ADJUSTED
 DO8900  ______________________________________________________________________
 DO8900  GEOID HEIGHT    -        -27.375 (meters)                     GEOID18
 DO8900  DYNAMIC HEIGHT  -         27.225 (meters)       89.32  (feet) COMP
 DO8900  MODELED GRAVITY -    979,152.1   (mgal)                       NAVD 88
 DO8900
 DO8900  VERT ORDER      -  FIRST     CLASS II
 DO8900
 DO8900.The horizontal coordinates were established by autonomous hand held GPS
 DO8900.observations and have an estimated accuracy of +/- 10 meters.
 DO8900
 DO8900.The orthometric height was determined by differential leveling and
 DO8900.adjusted by the NATIONAL GEODETIC SURVEY
 DO8900.in December 2013.
 DO8900
 DO8900.No vertical observational check was made to the station.
 DO8900
 DO8900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO8900.GEOID18 height accuracy estimate available here.
 DO8900
 DO8900.Click photographs - Photos may exist for this station.
 DO8900
 DO8900.The dynamic height is computed by dividing the NAVD 88
 DO8900.geopotential number by the normal gravity value computed on the
 DO8900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO8900.degrees latitude (g = 980.6199 gals.).
 DO8900
 DO8900.The modeled gravity was interpolated from observed gravity values.
 DO8900
 DO8900;                    North         East    Units  Estimated Accuracy
 DO8900;SPC FL W     -   423,693.      242,742.      MT  (+/- 10 meters HH2 GPS)
 DO8900
 DO8900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4454714732(NAD 83)
 DO8900
 DO8900                          SUPERSEDED SURVEY CONTROL
 DO8900
 DO8900.No superseded survey control is available for this station.
 DO8900
 DO8900_MARKER: DD = SURVEY DISK
 DO8900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO8900_STAMPING: SID777957 B 2011
 DO8900_MARK LOGO: SWFWMD
 DO8900_PROJECTION: RECESSED 5 CENTIMETERS
 DO8900_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DO8900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO8900+STABILITY: SURFACE MOTION
 DO8900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO8900+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2012
 DO8900
 DO8900  HISTORY     - Date     Condition        Report By
 DO8900  HISTORY     - 20110823 MONUMENTED       SWFWMD
 DO8900  HISTORY     - 20120510 GOOD             FLDEP
 DO8900
 DO8900                          STATION DESCRIPTION
 DO8900
 DO8900'DESCRIBED BY FL DEPT OF ENV PRO 2012 (BPJ)
 DO8900'THE MARK IS IN THE MARION CREEK WILDLIFE MANAGEMENT AREA, ABOUT 9.9 MI
 DO8900'(15.9 KM) NORTH-NORTHEAST OF DUNDEE, 8.0 MI (12.9 KM) SOUTH-SOUTHWEST
 DO8900'OF INTERCESSION CITY, 2.3 MI (3.7 KM) EAST OF DAVENPORT, IN SECTION
 DO8900'12, TOWNSHIP 2 SOUTH, RANGE 27 EAST.
 DO8900'
 DO8900'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 547 (BAY
 DO8900'STREET) AND U.S. HIGHWAY 17-92 IN DAVENPORT, GO SOUTHEAST ON U.S.
 DO8900'HIGHWAY 17-92 FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF PALMETTO STREET
 DO8900'ON THE LEFT.  TURN LEFT ON PALMETTO STREET AND GO EAST FOR 0.75 MI
 DO8900'(1.2 KM) TO THE JUNCTION OF EAST BOULEVARD ON THE RIGHT.  CONTINUE
 DO8900'EAST ON HORSESHOE CREEK ROAD FOR 1.65 MI (2.7 KM) TO THE JUNCTION OF
 DO8900'HUCKLEBERRY ROAD ON THE LEFT AND A LOCKED GATED ENTRANCE TO THE MARION
 DO8900'CREEK WILDLIFE MANAGEMENT AREA, ENTER THE GATE AND CONTINUE SOUTHEAST
 DO8900'FOR ABOUT 230.0 FT (70.1 M) ON A SHELL ROAD TO ANOTHER GATE AND THE
 DO8900'MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH AN
 DO8900'ALUMINUM DISK ENCASED IN A 12-INCH (30 CM) CONCRETE FILLED PVC PIPE
 DO8900'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT
 DO8900'(15 CM) BELOW THE LEVEL OF A SHELL ROAD.
 DO8900'
 DO8900'LOCATED 228.0 FT (69.5 M) SOUTHEAST OF THE APPROXIMATE CENTER OF A
 DO8900'LOCKED ENTRANCE GATE, 217.0 FT (66.1 M) NORTHEAST OF SURVEY MARK
 DO8900'SID777957 A, 16.0 FT (4.9 M) SOUTHEAST OF THE APPROXIMATE CENTER OF A
 DO8900'SECONDARY METAL GATE, 3.0 FT (0.9 M) SOUTH OF A BARB WIRE FENCE AND
 DO8900'2.9 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST.
 DO8900'
 DO8900'NOTE UNKNOWN MAGNETISM.
 DO8900'
 DO8900'NOTE KEYS CAN BE OBTAINED FROM SOUTHWEST FLORIDA WATER MANAGEMENT
 DO8900'DISTRICT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2743 ***********************************************************************
 DP2743  DESIGNATION -  778387 A
 DP2743  PID         -  DP2743
 DP2743  STATE/COUNTY-  FL/HARDEE
 DP2743  COUNTRY     -  US
 DP2743  USGS QUAD   -  FORT GREEN (2018)
 DP2743
 DP2743                         *CURRENT SURVEY CONTROL
 DP2743  ______________________________________________________________________
 DP2743* NAD 83(1986) POSITION- 27 35 50.8    (N) 081 54 58.4    (W)   HD_HELD2
 DP2743* NAVD 88 ORTHO HEIGHT -    34.280 (meters)      112.47  (feet) ADJUSTED
 DP2743  ______________________________________________________________________
 DP2743  GEOID HEIGHT    -        -25.117 (meters)                     GEOID18
 DP2743  DYNAMIC HEIGHT  -         34.228 (meters)      112.30  (feet) COMP
 DP2743  MODELED GRAVITY -    979,149.1   (mgal)                       NAVD 88
 DP2743
 DP2743  VERT ORDER      -  FIRST     CLASS II
 DP2743
 DP2743.The horizontal coordinates were established by autonomous hand held GPS
 DP2743.observations and have an estimated accuracy of +/- 10 meters.
 DP2743
 DP2743.The orthometric height was determined by differential leveling and
 DP2743.adjusted by the NATIONAL GEODETIC SURVEY
 DP2743.in January 2015.
 DP2743
 DP2743.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2743.GEOID18 height accuracy estimate available here.
 DP2743
 DP2743.Click photographs - Photos may exist for this station.
 DP2743
 DP2743.The dynamic height is computed by dividing the NAVD 88
 DP2743.geopotential number by the normal gravity value computed on the
 DP2743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2743.degrees latitude (g = 980.6199 gals.).
 DP2743
 DP2743.The modeled gravity was interpolated from observed gravity values.
 DP2743
 DP2743;                    North         East    Units  Estimated Accuracy
 DP2743;SPC FL W     -   361,605.      208,270.      MT  (+/- 10 meters HH2 GPS)
 DP2743
 DP2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0957952945(NAD 83)
 DP2743
 DP2743                          SUPERSEDED SURVEY CONTROL
 DP2743
 DP2743.No superseded survey control is available for this station.
 DP2743
 DP2743_MARKER: DD = SURVEY DISK
 DP2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2743_STAMPING: 778387 A 2011
 DP2743_MARK LOGO: SWFWMD
 DP2743_PROJECTION: PROJECTING 3 CENTIMETERS
 DP2743_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2743+STABILITY: SURFACE MOTION
 DP2743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2743+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2013
 DP2743
 DP2743  HISTORY     - Date     Condition        Report By
 DP2743  HISTORY     - 20110622 MONUMENTED       SWFWMD
 DP2743  HISTORY     - 20130813 GOOD             FLDEP
 DP2743
 DP2743                          STATION DESCRIPTION
 DP2743
 DP2743'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2743'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHEAST OF BAIRD, 6.3 MI
 DP2743'(10.1 KM) WEST-SOUTHWEST OF BOWLING GREEN, 2.0 MI (3.2 KM)
 DP2743'EAST-SOUTHEAST OF FORT GREEN, IN SECTION 21, TOWNSHIP 33 SOUTH, RANGE
 DP2743'24 EAST.  A KEY CAN BE OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT
 DP2743'DISTRICT.
 DP2743'
 DP2743'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 62 AND COUNTY ROAD
 DP2743'663 NORTH IN FORT GREEN SPRINGS, GO EAST ON STATE ROAD 62 FOR 1.75 MI
 DP2743'(2.8 KM) TO THE JUNCTION OF MOYE ROAD ON THE LEFT.  TURN LEFT ON MOYE
 DP2743'ROAD AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DIRT
 DP2743'ENTRANCE ROAD ON THE LEFT WITH A LOCKED GATE, PASSING THROUGH THE GATE
 DP2743'GO WEST FOR ABOUT 60.0 FT (18.3 M) TO THE MARK, SET IN THE TOP OF A
 DP2743'ROUND CONCRETE MONUMENT PROJECTING 0.1 FT (3 CM) ABOVE THE LEVEL OF
 DP2743'THE GROUND.
 DP2743'
 DP2743'LOCATED 59.6 FT (18.2 M) WEST OF THE APPROXIMATE CENTERLINE OF MOYE
 DP2743'ROAD, 35.0 FT (10.7 M) WEST OF THE BARB WIRE FENCE, 17.6 FT (5.4 M)
 DP2743'SOUTH OF THE APPROXIMATE PROJECTED CENTERLINE OF THE GATE ENTRANCE,
 DP2743'5.0 FT (1.5 M) NORTH OF SURVEY MARK 778387 B AND 0.7 FT (21 CM) NORTH
 DP2743'OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2744 ***********************************************************************
 DP2744  DESIGNATION -  778387 B
 DP2744  PID         -  DP2744
 DP2744  STATE/COUNTY-  FL/HARDEE
 DP2744  COUNTRY     -  US
 DP2744  USGS QUAD   -  FORT GREEN (2018)
 DP2744
 DP2744                         *CURRENT SURVEY CONTROL
 DP2744  ______________________________________________________________________
 DP2744* NAD 83(1986) POSITION- 27 35 50.7    (N) 081 54 58.4    (W)   HD_HELD2
 DP2744* NAVD 88 ORTHO HEIGHT -    34.284 (meters)      112.48  (feet) ADJUSTED
 DP2744  ______________________________________________________________________
 DP2744  GEOID HEIGHT    -        -25.117 (meters)                     GEOID18
 DP2744  DYNAMIC HEIGHT  -         34.232 (meters)      112.31  (feet) COMP
 DP2744  MODELED GRAVITY -    979,149.1   (mgal)                       NAVD 88
 DP2744
 DP2744  VERT ORDER      -  FIRST     CLASS II
 DP2744
 DP2744.The horizontal coordinates were established by autonomous hand held GPS
 DP2744.observations and have an estimated accuracy of +/- 10 meters.
 DP2744
 DP2744.The orthometric height was determined by differential leveling and
 DP2744.adjusted by the NATIONAL GEODETIC SURVEY
 DP2744.in January 2015.
 DP2744
 DP2744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2744.GEOID18 height accuracy estimate available here.
 DP2744
 DP2744.Click photographs - Photos may exist for this station.
 DP2744
 DP2744.The dynamic height is computed by dividing the NAVD 88
 DP2744.geopotential number by the normal gravity value computed on the
 DP2744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2744.degrees latitude (g = 980.6199 gals.).
 DP2744
 DP2744.The modeled gravity was interpolated from observed gravity values.
 DP2744
 DP2744;                    North         East    Units  Estimated Accuracy
 DP2744;SPC FL W     -   361,602.      208,270.      MT  (+/- 10 meters HH2 GPS)
 DP2744
 DP2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0957952942(NAD 83)
 DP2744
 DP2744                          SUPERSEDED SURVEY CONTROL
 DP2744
 DP2744.No superseded survey control is available for this station.
 DP2744
 DP2744_MARKER: DD = SURVEY DISK
 DP2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP2744_STAMPING: 778387 B 2011
 DP2744_MARK LOGO: SWFWMD
 DP2744_PROJECTION: PROJECTING 3 CENTIMETERS
 DP2744_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP2744+STABILITY: SURFACE MOTION
 DP2744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP2744+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2013
 DP2744
 DP2744  HISTORY     - Date     Condition        Report By
 DP2744  HISTORY     - 20110622 MONUMENTED       SWFWMD
 DP2744  HISTORY     - 20130813 GOOD             FLDEP
 DP2744
 DP2744                          STATION DESCRIPTION
 DP2744
 DP2744'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP2744'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHEAST OF BAIRD, 6.3 MI
 DP2744'(10.1 KM) WEST-SOUTHWEST OF BOWLING GREEN, 2.0 MI (3.2 KM)
 DP2744'EAST-SOUTHEAST OF FORT GREEN, IN SECTION 21, TOWNSHIP 33 SOUTH, RANGE
 DP2744'24 EAST.  A KEY CAN BE OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT
 DP2744'DISTRICT.
 DP2744'
 DP2744'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 62 AND COUNTY ROAD
 DP2744'663 NORTH IN FORT GREEN SPRINGS, GO EAST ON STATE ROAD 62 FOR 1.75 MI
 DP2744'(2.8 KM) TO THE JUNCTION OF MOYE ROAD ON THE LEFT.  TURN LEFT ON MOYE
 DP2744'ROAD AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF A DIRT
 DP2744'ENTRANCE ROAD ON THE LEFT WITH A LOCKED GATE, PASSING THROUGH THE GATE
 DP2744'GO WEST FOR ABOUT 60.0 FT (18.3 M) TO THE MARK, SET IN THE TOP OF A
 DP2744'ROUND CONCRETE MONUMENT PROJECTING 0.1 FT (3 CM) ABOVE THE LEVEL OF
 DP2744'THE GROUND.
 DP2744'
 DP2744'LOCATED 59.6 FT (18.2 M) WEST OF THE APPROXIMATE CENTERLINE OF MOYE
 DP2744'ROAD, 35.0 FT (10.7 M) WEST OF THE BARB WIRE FENCE, 22.6 FT (6.9 M)
 DP2744'SOUTH OF THE APPROXIMATE PROJECTED CENTERLINE OF THE GATE ENTRANCE,
 DP2744'5.0 FT (1.5 M) SOUTH OF SURVEY MARK 778387 A AND 0.7 FT (21 CM) SOUTH
 DP2744'OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5733 ***********************************************************************
 DL5733  DESIGNATION -  78 79 A 22
 DL5733  PID         -  DL5733
 DL5733  STATE/COUNTY-  FL/ST JOHNS
 DL5733  COUNTRY     -  US
 DL5733  USGS QUAD   -  MICKLER LANDING (2018)
 DL5733
 DL5733                         *CURRENT SURVEY CONTROL
 DL5733  ______________________________________________________________________
 DL5733* NAD 83(1986) POSITION- 30 07 55.1    (N) 081 20 58.9    (W)   HD_HELD2
 DL5733* NAVD 88 ORTHO HEIGHT -     2.200 (meters)        7.22  (feet) ADJUSTED
 DL5733  ______________________________________________________________________
 DL5733  GEOID HEIGHT    -        -28.491 (meters)                     GEOID18
 DL5733  DYNAMIC HEIGHT  -          2.197 (meters)        7.21  (feet) COMP
 DL5733  MODELED GRAVITY -    979,347.0   (mgal)                       NAVD 88
 DL5733
 DL5733  VERT ORDER      -  FIRST     CLASS II
 DL5733
 DL5733.The horizontal coordinates were established by autonomous hand held GPS
 DL5733.observations and have an estimated accuracy of +/- 10 meters.
 DL5733
 DL5733.The orthometric height was determined by differential leveling and
 DL5733.adjusted by the NATIONAL GEODETIC SURVEY
 DL5733.in January 2010.
 DL5733
 DL5733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5733.GEOID18 height accuracy estimate available here.
 DL5733
 DL5733.Click photographs - Photos may exist for this station.
 DL5733
 DL5733.The dynamic height is computed by dividing the NAVD 88
 DL5733.geopotential number by the normal gravity value computed on the
 DL5733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5733.degrees latitude (g = 980.6199 gals.).
 DL5733
 DL5733.The modeled gravity was interpolated from observed gravity values.
 DL5733
 DL5733;                    North         East    Units  Estimated Accuracy
 DL5733;SPC FL E     -   642,548.      166,306.      MT  (+/- 10 meters HH2 GPS)
 DL5733
 DL5733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6631733460(NAD 83)
 DL5733
 DL5733                          SUPERSEDED SURVEY CONTROL
 DL5733
 DL5733.No superseded survey control is available for this station.
 DL5733
 DL5733_MARKER: DD = SURVEY DISK
 DL5733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5733_STAMPING: 78 79 A 22
 DL5733_MARK LOGO: FLDNR
 DL5733_PROJECTION: RECESSED 8 CENTIMETERS
 DL5733_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5733+STABILITY: SURFACE MOTION
 DL5733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5733+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2022
 DL5733
 DL5733  HISTORY     - Date     Condition        Report By
 DL5733  HISTORY     - 1979     MONUMENTED       FLDNR
 DL5733  HISTORY     - 20070426 GOOD             FLDEP
 DL5733  HISTORY     - 20181113 GOOD             MOREKL
 DL5733  HISTORY     - 20220226 GOOD             USPSQD
 DL5733
 DL5733                          STATION DESCRIPTION
 DL5733
 DL5733'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5733'THE MARK IS ABOUT 17.2 MI (17.7 KM) NORTH OF SAINT AUGUSTINE, 4.1 MI
 DL5733'(16.4 KM) SOUTH OF PONTE VEDRA BEACH, IN SECTION 25, TOWNSHIP 4 SOUTH,
 DL5733'RANGE 29 EAST.
 DL5733'
 DL5733'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A AND COUNTY
 DL5733'ROAD 210 WEST (PALM VALLEY ROAD) IN PONTE VEDRA BEACH, GO SOUTH ON
 DL5733'STATE HIGHWAY A1A FOR 2.75 MI (16.3 KM) TO THE JUNCTION OF MICKLER
 DL5733'ROAD ON THE RIGHT AND COUNTY ROAD 203 (PONTE VEDRA BOULEVARD) ON THE
 DL5733'LEFT, CONTINUE SOUTH ON STATE HIGHWAY A1A FOR 2.1 MI (3.4 KM) TO THE
 DL5733'MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.3
 DL5733'FT (0.2 M) BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF STATE
 DL5733'HIGHWAY A1A.
 DL5733'
 DL5733'LOCATED 110.0 FT (33.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF A
 DL5733'PAVED DRIVEWAY AT 1326, 81.0 FT (24.7 M) SOUTH OF A WOODEN POWER POLE
 DL5733'WITH ONE GUY WIRE ATTACHED, 22.5 FT (6.9 M) SOUTH OF MAIL BOX NUMBER
 DL5733'1322, 18.0 FT (5.5 M) WEST OF THE CENTERLINE OF STATE HIGHWAY A1A,
 DL5733'10.0 FT (3.0 M) EAST OF A CARSONITE WITNESS POST AND 1.2 FT (0.4 M)
 DL5733'WEST OF THE WEST EDGE OF THE PAVEMENT OF STATE HIGHWAY A1A.
 DL5733'
 DL5733'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL5733'MONUMENT.
 DL5733
 DL5733                          STATION RECOVERY (2018)
 DL5733
 DL5733'RECOVERY NOTE BY MORGAN AND EKLUND INC 2018 (PCV)
 DL5733'RECOVERED IN GOOD CONDITION.
 DL5733
 DL5733                          STATION RECOVERY (2022)
 DL5733
 DL5733'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLT)
 DL5733'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5731 ***********************************************************************
 DL5731  DESIGNATION -  78 79 A 24
 DL5731  PID         -  DL5731
 DL5731  STATE/COUNTY-  FL/ST JOHNS
 DL5731  COUNTRY     -  US
 DL5731  USGS QUAD   -  SOUTH PONTE VEDRA BEACH (2018)
 DL5731
 DL5731                         *CURRENT SURVEY CONTROL
 DL5731  ______________________________________________________________________
 DL5731* NAD 83(1986) POSITION- 30 06 33.     (N) 081 20 37.     (W)   SCALED
 DL5731* NAVD 88 ORTHO HEIGHT -     4.511 (meters)       14.80  (feet) ADJUSTED
 DL5731  ______________________________________________________________________
 DL5731  GEOID HEIGHT    -        -28.492 (meters)                     GEOID18
 DL5731  DYNAMIC HEIGHT  -          4.505 (meters)       14.78  (feet) COMP
 DL5731  MODELED GRAVITY -    979,345.0   (mgal)                       NAVD 88
 DL5731
 DL5731  VERT ORDER      -  FIRST     CLASS II
 DL5731
 DL5731.The horizontal coordinates were scaled from a map and have
 DL5731.an estimated accuracy of +/- 6 seconds.
 DL5731
 DL5731.The orthometric height was determined by differential leveling and
 DL5731.adjusted by the NATIONAL GEODETIC SURVEY
 DL5731.in January 2010.
 DL5731
 DL5731.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5731.GEOID18 height accuracy estimate available here.
 DL5731
 DL5731.Click photographs - Photos may exist for this station.
 DL5731
 DL5731.The dynamic height is computed by dividing the NAVD 88
 DL5731.geopotential number by the normal gravity value computed on the
 DL5731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5731.degrees latitude (g = 980.6199 gals.).
 DL5731
 DL5731.The modeled gravity was interpolated from observed gravity values.
 DL5731
 DL5731;                    North         East    Units  Estimated Accuracy
 DL5731;SPC FL E     -   640,020.      166,880.      MT  (+/- 180 meters Scaled)
 DL5731
 DL5731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP668309(NAD 83)
 DL5731
 DL5731                          SUPERSEDED SURVEY CONTROL
 DL5731
 DL5731.No superseded survey control is available for this station.
 DL5731
 DL5731_MARKER: DD = SURVEY DISK
 DL5731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5731_STAMPING: 78 79 A 24
 DL5731_MARK LOGO: FLDNR
 DL5731_PROJECTION: RECESSED 38 CENTIMETERS
 DL5731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5731+STABILITY: SURFACE MOTION
 DL5731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5731+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2007
 DL5731
 DL5731  HISTORY     - Date     Condition        Report By
 DL5731  HISTORY     - 1979     MONUMENTED       FLDNR
 DL5731  HISTORY     - 20070426 GOOD             FLDEP
 DL5731
 DL5731                          STATION DESCRIPTION
 DL5731
 DL5731'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5731'THE MARK IS ABOUT 15.6 MI (17.7 KM) NORTH OF SAINT AUGUSTINE, 6.5 MI
 DL5731'(16.4 KM) SOUTH OF PONTE VEDRA BEACH, IN SECTION 36, TOWNSHIP 4 SOUTH,
 DL5731'RANGE 29 EAST.
 DL5731'
 DL5731'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A AND COUNTY
 DL5731'ROAD 210 WEST (PALM VALLEY ROAD) IN PONTE VEDRA BEACH, GO SOUTH ON
 DL5731'STATE HIGHWAY A1A FOR 2.75 MI (4.4 KM) TO THE JUNCTION OF MICKLER ROAD
 DL5731'ON THE RIGHT AND COUNTY ROAD 203 (PONTE VEDRA BOULEVARD) ON THE LEFT,
 DL5731'CONTINUE SOUTH ON STATE HIGHWAY A1A FOR 3.75 MI (6.0 KM) TO THE MARK
 DL5731'ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 1.3 FT
 DL5731'(0.4 M) BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF STATE
 DL5731'HIGHWAY A1A.
 DL5731'
 DL5731'LOCATED 21.3 FT (6.5 M) WEST OF THE CENTERLINE OF STATE HIGHWAY A1A,
 DL5731'14.0 FT (4.3 M) SOUTHEAST OF A WOODEN POWER POLE, 7.7 FT (2.3 M) EAST
 DL5731'OF A FLDNR WITNESS POST AND 4.4 FT (1.3 M) EAST OF A CARSONITE WITNESS
 DL5731'POST.
 DL5731'
 DL5731'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL5731'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5727 ***********************************************************************
 DL5727  DESIGNATION -  78 79 A 27
 DL5727  PID         -  DL5727
 DL5727  STATE/COUNTY-  FL/ST JOHNS
 DL5727  COUNTRY     -  US
 DL5727  USGS QUAD   -  SOUTH PONTE VEDRA BEACH (2018)
 DL5727
 DL5727                         *CURRENT SURVEY CONTROL
 DL5727  ______________________________________________________________________
 DL5727* NAD 83(1986) POSITION- 30 04 39.     (N) 081 20 06.     (W)   SCALED
 DL5727* NAVD 88 ORTHO HEIGHT -     4.687 (meters)       15.38  (feet) ADJUSTED
 DL5727  ______________________________________________________________________
 DL5727  GEOID HEIGHT    -        -28.500 (meters)                     GEOID18
 DL5727  DYNAMIC HEIGHT  -          4.681 (meters)       15.36  (feet) COMP
 DL5727  MODELED GRAVITY -    979,341.9   (mgal)                       NAVD 88
 DL5727
 DL5727  VERT ORDER      -  FIRST     CLASS II
 DL5727
 DL5727.The horizontal coordinates were scaled from a map and have
 DL5727.an estimated accuracy of +/- 6 seconds.
 DL5727
 DL5727.The orthometric height was determined by differential leveling and
 DL5727.adjusted by the NATIONAL GEODETIC SURVEY
 DL5727.in January 2010.
 DL5727
 DL5727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5727.GEOID18 height accuracy estimate available here.
 DL5727
 DL5727.Click photographs - Photos may exist for this station.
 DL5727
 DL5727.The dynamic height is computed by dividing the NAVD 88
 DL5727.geopotential number by the normal gravity value computed on the
 DL5727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5727.degrees latitude (g = 980.6199 gals.).
 DL5727
 DL5727.The modeled gravity was interpolated from observed gravity values.
 DL5727
 DL5727;                    North         East    Units  Estimated Accuracy
 DL5727;SPC FL E     -   636,510.      167,700.      MT  (+/- 180 meters Scaled)
 DL5727
 DL5727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP677274(NAD 83)
 DL5727
 DL5727                          SUPERSEDED SURVEY CONTROL
 DL5727
 DL5727.No superseded survey control is available for this station.
 DL5727
 DL5727_MARKER: DD = SURVEY DISK
 DL5727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5727_STAMPING: 78 79 A 27
 DL5727_MARK LOGO: FLDNR
 DL5727_PROJECTION: RECESSED 10 CENTIMETERS
 DL5727_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5727+STABILITY: SURFACE MOTION
 DL5727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5727+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2007
 DL5727
 DL5727  HISTORY     - Date     Condition        Report By
 DL5727  HISTORY     - 1979     MONUMENTED       FLDNR
 DL5727  HISTORY     - 20070426 GOOD             FLDEP
 DL5727
 DL5727                          STATION DESCRIPTION
 DL5727
 DL5727'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5727'THE MARK IS ABOUT 12.4 MI (17.7 KM) NORTH OF SAINT AUGUSTINE, 9.0 MI
 DL5727'(16.4 KM) SOUTH OF PONTE VEDRA BEACH, IN SOUTH PONTE VEDRA BEACH ON
 DL5727'STATE HIGHWAY A1A, IN SECTION 13, TOWNSHIP 5 SOUTH, RANGE 29 EAST.
 DL5727'
 DL5727'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A AND COUNTY
 DL5727'ROAD 210 WEST (PALM VALLEY ROAD) IN PONTE VEDRA BEACH, GO SOUTH ON
 DL5727'STATE HIGHWAY A1A FOR 2.75 MI (4.4 KM) TO THE JUNCTION OF MICKLER ROAD
 DL5727'ON THE RIGHT AND COUNTY ROAD 203 (PONTE VEDRA BOULEVARD) ON THE LEFT,
 DL5727'CONTINUE SOUTH ON STATE HIGHWAY A1A FOR 6.2 MI (10.0 KM) TO THE MARK
 DL5727'ON THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.4 FT
 DL5727'(0.1 M) BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF STATE
 DL5727'HIGHWAY A1A.
 DL5727'
 DL5727'LOCATED 49.5 FT (15.1 M) SOUTH OF A 32-INCH (81 CM) PALM TREE, 21.0 FT
 DL5727'(9.9 M) EAST OF THE CENTERLINE OF STATE HIGHWAY A1A, 3.0 FT (0.9 M)
 DL5727'EAST OF THE EAST EDGE OF THE PAVEMENT OF STATE HIGHWAY A1A AND 1.6 FT
 DL5727'(0.5 M) WEST OF A FLDNR WITNESS POST.
 DL5727'
 DL5727'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL5727'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5693 ***********************************************************************
 DL5693  DESIGNATION -  78 79 A 28
 DL5693  PID         -  DL5693
 DL5693  STATE/COUNTY-  FL/ST JOHNS
 DL5693  COUNTRY     -  US
 DL5693  USGS QUAD   -  SOUTH PONTE VEDRA BEACH (2018)
 DL5693
 DL5693                         *CURRENT SURVEY CONTROL
 DL5693  ______________________________________________________________________
 DL5693* NAD 83(1986) POSITION- 30 03 32.8    (N) 081 19 56.2    (W)   HD_HELD2
 DL5693* NAVD 88 ORTHO HEIGHT -     3.360 (meters)       11.02  (feet) ADJUSTED
 DL5693  ______________________________________________________________________
 DL5693  GEOID HEIGHT    -        -28.506 (meters)                     GEOID18
 DL5693  DYNAMIC HEIGHT  -          3.356 (meters)       11.01  (feet) COMP
 DL5693  MODELED GRAVITY -    979,340.0   (mgal)                       NAVD 88
 DL5693
 DL5693  VERT ORDER      -  FIRST     CLASS II
 DL5693
 DL5693.The horizontal coordinates were established by autonomous hand held GPS
 DL5693.observations and have an estimated accuracy of +/- 10 meters.
 DL5693
 DL5693.The orthometric height was determined by differential leveling and
 DL5693.adjusted by the NATIONAL GEODETIC SURVEY
 DL5693.in January 2010.
 DL5693
 DL5693.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5693.GEOID18 height accuracy estimate available here.
 DL5693
 DL5693.Click photographs - Photos may exist for this station.
 DL5693
 DL5693.The dynamic height is computed by dividing the NAVD 88
 DL5693.geopotential number by the normal gravity value computed on the
 DL5693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5693.degrees latitude (g = 980.6199 gals.).
 DL5693
 DL5693.The modeled gravity was interpolated from observed gravity values.
 DL5693
 DL5693;                    North         East    Units  Estimated Accuracy
 DL5693;SPC FL E     -   634,466.      167,961.      MT  (+/- 10 meters HH2 GPS)
 DL5693
 DL5693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6797125381(NAD 83)
 DL5693
 DL5693                          SUPERSEDED SURVEY CONTROL
 DL5693
 DL5693.No superseded survey control is available for this station.
 DL5693
 DL5693_MARKER: DD = SURVEY DISK
 DL5693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5693_STAMPING: 78 79 A 28
 DL5693_MARK LOGO: FLDNR
 DL5693_PROJECTION: RECESSED 30 CENTIMETERS
 DL5693_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5693+STABILITY: SURFACE MOTION
 DL5693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5693+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2007
 DL5693
 DL5693  HISTORY     - Date     Condition        Report By
 DL5693  HISTORY     - 1979     MONUMENTED       FLDNR
 DL5693  HISTORY     - 20070426 GOOD             FLDEP
 DL5693
 DL5693                          STATION DESCRIPTION
 DL5693
 DL5693'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5693'THE MARK IS ABOUT 11.3 MI (17.7 KM) NORTH OF SAINT AUGUSTINE, 10.0 MI
 DL5693'(16.4 KM) SOUTH OF PONTE VEDRA BEACH, IN SOUTH PONTE VEDRA BEACH ON
 DL5693'STATE HIGHWAY A1A, IN SECTION 13, TOWNSHIP 5 SOUTH, RANGE 29 EAST.
 DL5693'
 DL5693'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A AND COUNTY
 DL5693'ROAD 210 WEST (PALM VALLEY ROAD) IN PONTE VEDRA BEACH, GO SOUTH ON
 DL5693'STATE HIGHWAY A1A FOR 2.75 MI (4.4 KM) TO THE JUNCTION OF MICKLER ROAD
 DL5693'ON THE RIGHT AND COUNTY ROAD 203 (PONTE VEDRA BOULEVARD) ON THE LEFT,
 DL5693'CONTINUE SOUTH ON STATE HIGHWAY A1A FOR 7.2 MI (11.6 KM) TO THE MARK
 DL5693'ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 1.0 FT
 DL5693'(0.3 M) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE
 DL5693'LEVEL OF STATE HIGHWAY A1A.
 DL5693'
 DL5693'LOCATED 80.0 FT (24.4 M) NORTH OF THE EXTENDED CENTERLINE OF A
 DL5693'DRIVEWAY AT 2409, 45.0 FT (13.7 M) SOUTH OF THE EXTENDED CENTERLINE OF
 DL5693'A DRIVEWAY AT 2407, 17.7 FT (5.4 M) WEST OF THE CENTERLINE OF STATE
 DL5693'HIGHWAY A1A, 11.0 FT (3.4 M) EAST OF A FLDNR NETAL WITNESS POST AND
 DL5693'0.7 FT (0.2 M) WEST OF THE WEST EDGE OF THE PAVEMENT OF STATE HIGHWAY
 DL5693'A1A.
 DL5693'
 DL5693'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL5693'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5692 ***********************************************************************
 DL5692  DESIGNATION -  78 79 A 29
 DL5692  PID         -  DL5692
 DL5692  STATE/COUNTY-  FL/ST JOHNS
 DL5692  COUNTRY     -  US
 DL5692  USGS QUAD   -  SOUTH PONTE VEDRA BEACH (2018)
 DL5692
 DL5692                         *CURRENT SURVEY CONTROL
 DL5692  ______________________________________________________________________
 DL5692* NAD 83(1986) POSITION- 30 02 45.09   (N) 081 19 45.47   (W)   HD_HELD1
 DL5692* NAVD 88 ORTHO HEIGHT -     3.085 (meters)       10.12  (feet) ADJUSTED
 DL5692  ______________________________________________________________________
 DL5692  GEOID HEIGHT    -        -28.512 (meters)                     GEOID18
 DL5692  DYNAMIC HEIGHT  -          3.081 (meters)       10.11  (feet) COMP
 DL5692  MODELED GRAVITY -    979,338.5   (mgal)                       NAVD 88
 DL5692
 DL5692  VERT ORDER      -  FIRST     CLASS II
 DL5692
 DL5692.The horizontal coordinates were determined by differentially corrected
 DL5692.hand held GPS observations or other comparable positioning techniques
 DL5692.and have an estimated accuracy of +/- 3 meters.
 DL5692
 DL5692.The orthometric height was determined by differential leveling and
 DL5692.adjusted by the NATIONAL GEODETIC SURVEY
 DL5692.in January 2010.
 DL5692
 DL5692.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5692.GEOID18 height accuracy estimate available here.
 DL5692
 DL5692.Click photographs - Photos may exist for this station.
 DL5692
 DL5692.The dynamic height is computed by dividing the NAVD 88
 DL5692.geopotential number by the normal gravity value computed on the
 DL5692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5692.degrees latitude (g = 980.6199 gals.).
 DL5692
 DL5692.The modeled gravity was interpolated from observed gravity values.
 DL5692
 DL5692;                    North         East    Units  Estimated Accuracy
 DL5692;SPC FL E     -   632,996.5     168,243.7     MT  (+/- 3 meters HH1 GPS) 
 DL5692
 DL5692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6825423912(NAD 83)
 DL5692
 DL5692                          SUPERSEDED SURVEY CONTROL
 DL5692
 DL5692.No superseded survey control is available for this station.
 DL5692
 DL5692_MARKER: DD = SURVEY DISK
 DL5692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5692_STAMPING: 78 79 A 29
 DL5692_MARK LOGO: FLDNR
 DL5692_PROJECTION: RECESSED 30 CENTIMETERS
 DL5692_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5692+STABILITY: SURFACE MOTION
 DL5692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5692+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2007
 DL5692
 DL5692  HISTORY     - Date     Condition        Report By
 DL5692  HISTORY     - 1979     MONUMENTED       FLDNR
 DL5692  HISTORY     - 20070426 GOOD             FLDEP
 DL5692
 DL5692                          STATION DESCRIPTION
 DL5692
 DL5692'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5692'THE MARK IS ABOUT 11.0 MI (17.7 KM) NORTH OF SAINT AUGUSTINE, IN SOUTH
 DL5692'PONTE VEDRA BEACH ON STATE HIGHWAY A1A, IN SECTION 30, TOWNSHIP 5
 DL5692'SOUTH, RANGE 30 EAST.
 DL5692'
 DL5692'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DL5692'SPRINGS) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE NORTH
 DL5692'SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE LEON
 DL5692'BOULEVARD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF WEST SAN CARLOS
 DL5692'AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT, TURN LEFT ON WEST SAN
 DL5692'CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF SAN
 DL5692'MARCO AVENUE (STATE HIGHWAY A1A NORTH), TURN LEFT ON SAN MARCO AVENUE
 DL5692'(STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5 M) TO
 DL5692'THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE RIGHT,
 DL5692'TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST FOR 1.8
 DL5692'MI (2.9 KM) TO THE JUNCTION OF STATE HIGHWAY A1A NORTH (COASTAL
 DL5692'HIGHWAY) ON THE LEFT, TURN LEFT ON STATE HIGHWAY A1A NORTH (COASTAL
 DL5692'HIGHWAY) AND GO NORTH FOR 9.1 MI (14.3 KM) TO THE MARK ON THE LEFT,
 DL5692'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 1.0 FT (0.3 M)
 DL5692'BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH STATE HIGHWAY A1A.
 DL5692'
 DL5692'LOCATED 44.0 FT (13.4 M) NORTH OF THE EXTENDED CENTERLINE OF A
 DL5692'DRIVEWAY AT 2513, 25.0 FT (7.6 M) SOUTH OF THE EXTENDED CENTERLINE OF
 DL5692'A DRIVEWAY AT 2509.  18.5 FT (5.6 M) WEST OF THE CENTERLINE OF STATE
 DL5692'HIGHWAY A1A, 8.5 FT (2.6 M) EAST OF A FLDNR METAL WITNESS POST AND 1.7
 DL5692'FT (0.5 M) WEST OF THE WEST EDGE OF STATE HIGHWAY A1A.
 DL5692'
 DL5692'NOTE A MAGNET WAS EMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL5692'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ4720 ***********************************************************************
 AJ4720  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ4720  DESIGNATION -  78 79 A 38
 AJ4720  PID         -  AJ4720
 AJ4720  STATE/COUNTY-  FL/ST JOHNS
 AJ4720  COUNTRY     -  US
 AJ4720  USGS QUAD   -  SAINT AUGUSTINE (2018)
 AJ4720
 AJ4720                         *CURRENT SURVEY CONTROL
 AJ4720  ______________________________________________________________________
 AJ4720* NAD 83(1986) POSITION- 29 55 45.48   (N) 081 17 47.30   (W)   HD_HELD1
 AJ4720* NAVD 88 ORTHO HEIGHT -     3.272 (meters)       10.73  (feet) ADJUSTED
 AJ4720  ______________________________________________________________________
 AJ4720  GEOID HEIGHT    -        -28.617 (meters)                     GEOID18
 AJ4720  DYNAMIC HEIGHT  -          3.268 (meters)       10.72  (feet) COMP
 AJ4720  MODELED GRAVITY -    979,326.1   (mgal)                       NAVD 88
 AJ4720
 AJ4720  VERT ORDER      -  FIRST     CLASS II
 AJ4720
 AJ4720.The horizontal coordinates were determined by differentially corrected
 AJ4720.hand held GPS observations or other comparable positioning techniques
 AJ4720.and have an estimated accuracy of +/- 3 meters.
 AJ4720
 AJ4720.The orthometric height was determined by differential leveling and
 AJ4720.adjusted by the NATIONAL GEODETIC SURVEY
 AJ4720.in January 2010.
 AJ4720
 AJ4720.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4720.GEOID18 height accuracy estimate available here.
 AJ4720
 AJ4720.This Tidal Bench Mark is designated as VM 19393
 AJ4720.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AJ4720
 AJ4720.Click photographs - Photos may exist for this station.
 AJ4720
 AJ4720.The dynamic height is computed by dividing the NAVD 88
 AJ4720.geopotential number by the normal gravity value computed on the
 AJ4720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4720.degrees latitude (g = 980.6199 gals.).
 AJ4720
 AJ4720.The modeled gravity was interpolated from observed gravity values.
 AJ4720
 AJ4720;                    North         East    Units  Estimated Accuracy
 AJ4720;SPC FL E     -   620,067.8     171,375.9     MT  (+/- 3 meters HH1 GPS) 
 AJ4720
 AJ4720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP7138510988(NAD 83)
 AJ4720
 AJ4720                          SUPERSEDED SURVEY CONTROL
 AJ4720
 AJ4720  NAVD 88 (04/25/02)    3.285  (m)           10.78   (f) SUPERSEDED  2 1
 AJ4720
 AJ4720.Superseded values are not recommended for survey control.
 AJ4720
 AJ4720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4720.See file dsdata.pdf to determine how the superseded data were derived.
 AJ4720
 AJ4720_MARKER: DD = SURVEY DISK
 AJ4720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4720_STAMPING: 78 79 A 38
 AJ4720_MARK LOGO: FLDNR
 AJ4720_PROJECTION: RECESSED 20 CENTIMETERS
 AJ4720_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ4720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4720+STABILITY: SURFACE MOTION
 AJ4720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4720+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2007
 AJ4720
 AJ4720  HISTORY     - Date     Condition        Report By
 AJ4720  HISTORY     - 1979     MONUMENTED       FLDT
 AJ4720  HISTORY     - 1987     GOOD             FLDNR
 AJ4720  HISTORY     - 20070426 GOOD             FLDEP
 AJ4720  HISTORY     - 20090817 MARK NOT FOUND   FL-109
 AJ4720
 AJ4720                          STATION DESCRIPTION
 AJ4720
 AJ4720'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AJ4720'BEGIN AT THE EAST END OF THE VILANO BEACH BRIDGE (STATE ROAD A1A), GO
 AJ4720'1.3 MILES EAST AND NORTH ON A1A TO THE MARK.  THE MARK BEARS 21.0 FEET
 AJ4720'EAST OF THE CENTERLINE OF A1A, 7.6 SOUTHWEST OF A POWER POLE, AND 34.5
 AJ4720'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL YELLOW COTTAGE
 AJ4720'(HOUSE NUMBER 1321).  THE MARK IS 2.8 E FROM A WITNESS POST.
 AJ4720
 AJ4720                          STATION RECOVERY (2007)
 AJ4720
 AJ4720'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AJ4720'THE MARK IS ABOUT 2.0 MI (3.2 KM) NORTHEAST OF SAINT AUGUSTINE, AT
 AJ4720'VILANO BEACH FLORIDA, IN SECTION 5, TOWNSHIP 7 SOUTH, RANGE 30 EAST.
 AJ4720'
 AJ4720'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 AJ4720'SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE
 AJ4720'NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE
 AJ4720'LEON BOULEVARD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF WEST SAN
 AJ4720'CARLOS AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT, TURN LEFT ON WEST
 AJ4720'SAN CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF
 AJ4720'SAN MARCO AVENUE (STATE HIGHWAY A1A NORTH), TURN LEFT ON SAN MARCO
 AJ4720'AVENUE (STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5
 AJ4720'M) TO THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE
 AJ4720'RIGHT, TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST
 AJ4720'FOR 1.85 MI (3.0 KM) TO THE JUNCTION OF STATE HIGHWAY A1A NORTH
 AJ4720'(COASTAL HIGHWAY) ON THE LEFT, TURN LEFT ON STATE HIGHWAY A1A NORTH
 AJ4720'(COASTAL HIGHWAY) AND GO NORTH FOR 0.8 MI (1.3 KM) TO THE MARK ON THE
 AJ4720'RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT, RECESSED 0.8 FT (0.2 M)
 AJ4720'BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF STATE HIGHWAY
 AJ4720'A1A.
 AJ4720'
 AJ4720'LOCATED 91.7 FT (28.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 AJ4720'DRIVEWAY AT 3260, 34.5 FT (10.5 M) SOUTHWEST OF THE SOUTHWEST CORNER
 AJ4720'OF A HOUSE, 21.0 FT (6.4 M) EAST OF THE CENTERLINE OF STATE HIGHWAY
 AJ4720'A1A AND 1.7 FT (0.5 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 AJ4720'
 AJ4720'A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE MONUMENT.
 AJ4720
 AJ4720                          STATION RECOVERY (2009)
 AJ4720
 AJ4720'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2009 (JM)
 AJ4720'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ4719 ***********************************************************************
 AJ4719  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ4719  DESIGNATION -  78 79 A 39
 AJ4719  PID         -  AJ4719
 AJ4719  STATE/COUNTY-  FL/ST JOHNS
 AJ4719  COUNTRY     -  US
 AJ4719  USGS QUAD   -  SAINT AUGUSTINE (2018)
 AJ4719
 AJ4719                         *CURRENT SURVEY CONTROL
 AJ4719  ______________________________________________________________________
 AJ4719* NAD 83(1986) POSITION- 29 55 12.0    (N) 081 17 37.1    (W)   HD_HELD2
 AJ4719* NAVD 88 ORTHO HEIGHT -     2.151 (meters)        7.06  (feet) ADJUSTED
 AJ4719  ______________________________________________________________________
 AJ4719  GEOID HEIGHT    -        -28.628 (meters)                     GEOID18
 AJ4719  DYNAMIC HEIGHT  -          2.148 (meters)        7.05  (feet) COMP
 AJ4719  MODELED GRAVITY -    979,324.3   (mgal)                       NAVD 88
 AJ4719
 AJ4719  VERT ORDER      -  FIRST     CLASS II
 AJ4719
 AJ4719.The horizontal coordinates were established by autonomous hand held GPS
 AJ4719.observations and have an estimated accuracy of +/- 10 meters.
 AJ4719
 AJ4719.The orthometric height was determined by differential leveling and
 AJ4719.adjusted by the NATIONAL GEODETIC SURVEY
 AJ4719.in January 2010.
 AJ4719
 AJ4719.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4719.GEOID18 height accuracy estimate available here.
 AJ4719
 AJ4719.This Tidal Bench Mark is designated as VM 19394
 AJ4719.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AJ4719
 AJ4719.Click photographs - Photos may exist for this station.
 AJ4719
 AJ4719.The dynamic height is computed by dividing the NAVD 88
 AJ4719.geopotential number by the normal gravity value computed on the
 AJ4719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4719.degrees latitude (g = 980.6199 gals.).
 AJ4719
 AJ4719.The modeled gravity was interpolated from observed gravity values.
 AJ4719
 AJ4719;                    North         East    Units  Estimated Accuracy
 AJ4719;SPC FL E     -   619,036.      171,647.      MT  (+/- 10 meters HH2 GPS)
 AJ4719
 AJ4719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP7165609956(NAD 83)
 AJ4719
 AJ4719                          SUPERSEDED SURVEY CONTROL
 AJ4719
 AJ4719  NAVD 88 (04/25/02)    2.156  (m)            7.07   (f) SUPERSEDED  2 1
 AJ4719
 AJ4719.Superseded values are not recommended for survey control.
 AJ4719
 AJ4719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4719.See file dsdata.pdf to determine how the superseded data were derived.
 AJ4719
 AJ4719_MARKER: DD = SURVEY DISK
 AJ4719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4719_STAMPING: 78 79 A 39
 AJ4719_MARK LOGO: FLDNR
 AJ4719_PROJECTION: RECESSED 61 CENTIMETERS
 AJ4719_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4719+STABILITY: SURFACE MOTION
 AJ4719_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ4719+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2022
 AJ4719
 AJ4719  HISTORY     - Date     Condition        Report By
 AJ4719  HISTORY     - 1979     MONUMENTED       FLDT
 AJ4719  HISTORY     - 1987     GOOD             FLDNR
 AJ4719  HISTORY     - 20070426 GOOD             FLDEP
 AJ4719  HISTORY     - 20090812 GOOD             FL-109
 AJ4719  HISTORY     - 20200211 GOOD             USPSQD
 AJ4719  HISTORY     - 20220222 GOOD             USPSQD
 AJ4719
 AJ4719                          STATION DESCRIPTION
 AJ4719
 AJ4719'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AJ4719'BEGIN AT THE EAST END OF THE VILANO BEACH BRIDGE (STATE ROAD A1A), GO
 AJ4719'0.65 MILE EAST AND NORTH ON A1A TO THE MARK.  THE MARK BEARS 25.5 FEET
 AJ4719'WEST OF THE CENTERLINE OF A1A, 42.6 FEET NORTH OF 78 79 A 39 RM NO 1,
 AJ4719'164.6 FEET NORTH OF THE CENTERLINE OF CEDAR AVENUE, AND 4.8 FEET WEST
 AJ4719'OF A POWER POLE.  THE MARK IS 2.4 E FROM A WITNESS POST.
 AJ4719
 AJ4719                          STATION RECOVERY (2007)
 AJ4719
 AJ4719'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AJ4719'THE MARK IS ABOUT 2.0 MI (3.2 KM) NORTHEAST OF SAINT AUGUSTINE, AT
 AJ4719'VILANO BEACH FLORIDA, IN SECTION 4, TOWNSHIP 7 SOUTH, RANGE 30 EAST.
 AJ4719'
 AJ4719'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 AJ4719'SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE
 AJ4719'NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE
 AJ4719'LEON BOULEVARD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF WEST SAN
 AJ4719'CARLOS AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT, TURN LEFT ON WEST
 AJ4719'SAN CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF
 AJ4719'SAN MARCO AVENUE (STATE HIGHWAY A1A NORTH), TURN LEFT ON SAN MARCO
 AJ4719'AVENUE (STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5
 AJ4719'M) TO THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE
 AJ4719'RIGHT, TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST
 AJ4719'FOR 1.85 MI (3.0 KM) TO THE JUNCTION OF STATE HIGHWAY A1A NORTH
 AJ4719'(COASTAL HIGHWAY) ON THE LEFT, TURN LEFT ON STATE HIGHWAY A1A NORTH
 AJ4719'(COASTAL HIGHWAY) AND GO NORTH FOR 0.15 MI (0.2 KM) TO THE MARK ON THE
 AJ4719'LEFT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 2.0 FT (0.6 M)
 AJ4719'BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL
 AJ4719'OF STATE HIGHWAY A1A.
 AJ4719'
 AJ4719'LOCATED 164.5 FT (50.1 M) NORTH OF THE CENTERLINE OF CEDAR AVENUE,
 AJ4719'25.5 FT (7.8 M) WEST OF THE CENTERLINE OF STATE HIGHWAY A1A, 42.5 FT
 AJ4719'(13.0 M) NORTH OF A FLDNR SURVEY DISK STAMPED 78 79 A 39 RM NO 1 AND
 AJ4719'6.3 FT (1.9 M) EAST-SOUTHEAST OF A WOODEN POWER POLE NUMBER
 AJ4719'36156391600 WITH 2 TRANSFORMERS ATTACHED.
 AJ4719
 AJ4719                          STATION RECOVERY (2009)
 AJ4719
 AJ4719'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2009 (JM)
 AJ4719'RECOVERED IN GOOD CONDITION.
 AJ4719
 AJ4719                          STATION RECOVERY (2020)
 AJ4719
 AJ4719'RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)
 AJ4719'RECOVERED IN GOOD CONDITION.
 AJ4719
 AJ4719                          STATION RECOVERY (2022)
 AJ4719
 AJ4719'RECOVERY NOTE BY US POWER SQUADRON 2022 (STH)
 AJ4719'STAMPING IS FAINT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2619 ***********************************************************************
 AQ2619  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2619  DESIGNATION -  78 79 A 39 RM 1
 AQ2619  PID         -  AQ2619
 AQ2619  STATE/COUNTY-  FL/ST JOHNS
 AQ2619  COUNTRY     -  US
 AQ2619  USGS QUAD   -  SAINT AUGUSTINE (2018)
 AQ2619
 AQ2619                         *CURRENT SURVEY CONTROL
 AQ2619  ______________________________________________________________________
 AQ2619* NAD 83(1986) POSITION- 29 55 12.59   (N) 081 17 36.49   (W)   HD_HELD1
 AQ2619* NAVD 88 ORTHO HEIGHT -     2.116 (meters)        6.94  (feet) ADJUSTED
 AQ2619  ______________________________________________________________________
 AQ2619  GEOID HEIGHT    -        -28.628 (meters)                     GEOID18
 AQ2619  DYNAMIC HEIGHT  -          2.114 (meters)        6.94  (feet) COMP
 AQ2619  MODELED GRAVITY -    979,324.3   (mgal)                       NAVD 88
 AQ2619
 AQ2619  VERT ORDER      -  FIRST     CLASS II
 AQ2619
 AQ2619.The horizontal coordinates were determined by differentially corrected
 AQ2619.hand held GPS observations or other comparable positioning techniques
 AQ2619.and have an estimated accuracy of +/- 3 meters.
 AQ2619
 AQ2619.The orthometric height was determined by differential leveling and
 AQ2619.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2619.in January 2010.
 AQ2619
 AQ2619.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2619.GEOID18 height accuracy estimate available here.
 AQ2619
 AQ2619.This Tidal Bench Mark is designated as VM 5200
 AQ2619.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2619
 AQ2619.Click photographs - Photos may exist for this station.
 AQ2619
 AQ2619.The dynamic height is computed by dividing the NAVD 88
 AQ2619.geopotential number by the normal gravity value computed on the
 AQ2619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2619.degrees latitude (g = 980.6199 gals.).
 AQ2619
 AQ2619.The modeled gravity was interpolated from observed gravity values.
 AQ2619
 AQ2619;                    North         East    Units  Estimated Accuracy
 AQ2619;SPC FL E     -   619,054.3     171,663.2     MT  (+/- 3 meters HH1 GPS) 
 AQ2619
 AQ2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP7167209975(NAD 83)
 AQ2619
 AQ2619                          SUPERSEDED SURVEY CONTROL
 AQ2619
 AQ2619  NAVD 88 (04/25/02)    2.120  (m)            6.96   (f) SUPERSEDED  2 1
 AQ2619  NAVD 88 (??/??/92)    2.120  (m)            6.96   (f) SUPERSEDED  3 0
 AQ2619  NGVD 29 (09/01/92)    2.457  (m)            8.06   (f) ADJUSTED    2 1
 AQ2619
 AQ2619.Superseded values are not recommended for survey control.
 AQ2619
 AQ2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2619.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2619
 AQ2619_MARKER: DR = REFERENCE MARK DISK
 AQ2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2619_STAMPING: 78 79 A 39 RM NO 1
 AQ2619_MARK LOGO: FLDNR
 AQ2619_PROJECTION: RECESSED 61 CENTIMETERS
 AQ2619_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2619+STABILITY: SURFACE MOTION
 AQ2619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2619+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2020
 AQ2619
 AQ2619  HISTORY     - Date     Condition        Report By
 AQ2619  HISTORY     - 1979     MONUMENTED       FLDT
 AQ2619  HISTORY     - 1985     GOOD             FLDNR
 AQ2619  HISTORY     - 1987     GOOD             FLDNR
 AQ2619  HISTORY     - 20070426 GOOD             FLDEP
 AQ2619  HISTORY     - 20200211 GOOD             USPSQD
 AQ2619
 AQ2619                          STATION DESCRIPTION
 AQ2619
 AQ2619'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2619'IN VILANO BEACH.
 AQ2619'BEGIN AT THE EAST END OF THE VILANO BEACH BRIDGE (STATE ROAD A1A), GO
 AQ2619'0.65 MILE EAST AND NORTH ON A1A TO THE MARK.  THE MARK BEARS 28.2
 AQ2619'FEET WEST OF THE CENTERLINE OF A1A, 122 FEET NORTH OF THE CENTERLINE
 AQ2619'OF CEDAR AVENUE, AND 1 FOOT EAST OF A WITNESS POST.
 AQ2619
 AQ2619                          STATION RECOVERY (1987)
 AQ2619
 AQ2619'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ2619'RECOVERED AS DESCRIBED.  THE MARK IS 1.0 E FROM A WITNESS POST.
 AQ2619
 AQ2619                          STATION RECOVERY (2007)
 AQ2619
 AQ2619'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AQ2619'THE MARK IS ABOUT 2.0 MI (3.2 KM) NORTHEAST OF SAINT AUGUSTINE, AT
 AQ2619'VILANO BEACH FLORIDA, IN SECTION 4, TOWNSHIP 7 SOUTH, RANGE 30 EAST.
 AQ2619'
 AQ2619'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 AQ2619'SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE
 AQ2619'NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE
 AQ2619'LEON BOULEVARD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF WEST SAN
 AQ2619'CARLOS AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT, TURN LEFT ON WEST
 AQ2619'SAN CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF
 AQ2619'SAN MARCO AVENUE (STATE HIGHWAY A1A NORTH), TURN LEFT ON SAN MARCO
 AQ2619'AVENUE (STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5
 AQ2619'M) TO THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE
 AQ2619'RIGHT, TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST
 AQ2619'FOR 1.85 MI (3.0 KM) TO THE JUNCTION OF STATE HIGHWAY A1A NORTH
 AQ2619'(COASTAL HIGHWAY) ON THE LEFT, TURN LEFT ON STATE HIGHWAY A1A NORTH
 AQ2619'(COASTAL HIGHWAY) AND GO NORTH FOR 0.15 MI (0.2 KM) TO THE MARK ON THE
 AQ2619'LEFT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 2.0 FT (0.6 M)
 AQ2619'BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL
 AQ2619'OF STATE HIGHWAY A1A.
 AQ2619'
 AQ2619'LOCATED 181.0 FT (55.2 M) SOUTH OF THE CENTERLINE OF OAK AVENUE, 122.0
 AQ2619'FT (37.2 M) NORTH OF THE CENTERLINE OF CEDAR AVENUE, 42.5 FT (13.0 M)
 AQ2619'SOUTH OF A FLDNR SURVEY DISK STAMPED 78 79 A39, 28.2 FT (7.8 M) WEST
 AQ2619'OF THE CENTERLINE OF STATE HIGHWAY A1A NORTH AND 1.5 FT (0.6 M) EAST
 AQ2619'OF A CARSONITE WITNESS POST.
 AQ2619
 AQ2619                          STATION RECOVERY (2020)
 AQ2619
 AQ2619'RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)
 AQ2619'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5718 ***********************************************************************
 DL5718  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5718  DESIGNATION -  78 79 A32
 DL5718  PID         -  DL5718
 DL5718  STATE/COUNTY-  FL/ST JOHNS
 DL5718  COUNTRY     -  US
 DL5718  USGS QUAD   -  SOUTH PONTE VEDRA BEACH (2018)
 DL5718
 DL5718                         *CURRENT SURVEY CONTROL
 DL5718  ______________________________________________________________________
 DL5718* NAD 83(1986) POSITION- 30 00 39.9    (N) 081 19 13.6    (W)   HD_HELD2
 DL5718* NAVD 88 ORTHO HEIGHT -     4.866 (meters)       15.96  (feet) ADJUSTED
 DL5718  ______________________________________________________________________
 DL5718  GEOID HEIGHT    -        -28.536 (meters)                     GEOID18
 DL5718  DYNAMIC HEIGHT  -          4.860 (meters)       15.94  (feet) COMP
 DL5718  MODELED GRAVITY -    979,334.4   (mgal)                       NAVD 88
 DL5718
 DL5718  VERT ORDER      -  FIRST     CLASS II
 DL5718
 DL5718.The horizontal coordinates were established by autonomous hand held GPS
 DL5718.observations and have an estimated accuracy of +/- 10 meters.
 DL5718
 DL5718.The orthometric height was determined by differential leveling and
 DL5718.adjusted by the NATIONAL GEODETIC SURVEY
 DL5718.in January 2010.
 DL5718
 DL5718.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5718.GEOID18 height accuracy estimate available here.
 DL5718
 DL5718.This Tidal Bench Mark is designated as VM 24886
 DL5718.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5718
 DL5718.Click photographs - Photos may exist for this station.
 DL5718
 DL5718.The dynamic height is computed by dividing the NAVD 88
 DL5718.geopotential number by the normal gravity value computed on the
 DL5718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5718.degrees latitude (g = 980.6199 gals.).
 DL5718
 DL5718.The modeled gravity was interpolated from observed gravity values.
 DL5718
 DL5718;                    North         East    Units  Estimated Accuracy
 DL5718;SPC FL E     -   629,139.      169,087.      MT  (+/- 10 meters HH2 GPS)
 DL5718
 DL5718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6909720056(NAD 83)
 DL5718
 DL5718                          SUPERSEDED SURVEY CONTROL
 DL5718
 DL5718.No superseded survey control is available for this station.
 DL5718
 DL5718_MARKER: DD = SURVEY DISK
 DL5718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5718_STAMPING: 78 79 A32
 DL5718_MARK LOGO: FLDNR
 DL5718_PROJECTION: FLUSH
 DL5718_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5718+STABILITY: SURFACE MOTION
 DL5718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5718+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2022
 DL5718
 DL5718  HISTORY     - Date     Condition        Report By
 DL5718  HISTORY     - 1979     MONUMENTED       FLDNR
 DL5718  HISTORY     - 20070426 GOOD             FLDEP
 DL5718  HISTORY     - 20220803 GOOD             FLDEP
 DL5718
 DL5718                          STATION DESCRIPTION
 DL5718
 DL5718'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5718'THE MARK IS ABOUT 9.7 MI (15.6 KM) NORTH OF SAINT AUGUSTINE, 6.7 MI
 DL5718'(10.8 KM) NORTH OF VILANO BEAC, 0.5 MI (0.8 KM) SOUTH OF SOUTH PONTE
 DL5718'VEDRA BEACH, IN SECTION 6, TOWNSHIP 6 SOUTH, RANGE 30 EAST.
 DL5718'
 DL5718'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DL5718'SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE
 DL5718'NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE
 DL5718'LEON BOULEVARD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF WEST SAN
 DL5718'CARLOS AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT, TURN LEFT ON WEST
 DL5718'SAN CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF
 DL5718'SAN MARCO AVENUE (STATE HIGHWAY A1A NORTH), TURN LEFT ON SAN MARCO
 DL5718'AVENUE (STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5
 DL5718'M) TO THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE
 DL5718'RIGHT, TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST
 DL5718'FOR 1.85 MI (3.0 KM) TO THE JUNCTION OF STATE HIGHWAY A1A NORTH
 DL5718'(COASTAL HIGHWAY) ON THE LEFT, TURN LEFT ON STATE HIGHWAY A1A NORTH
 DL5718'(COASTAL HIGHWAY) AND GO NORTH FOR 6.65 MI (10.7 KM) TO THE MARK ON
 DL5718'THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.8 FT (0.2
 DL5718'M) BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF STATE HIGHWAY
 DL5718'A1A.
 DL5718'
 DL5718'LOCATED 44.5 FT (13.6 M) NORTHEAST OF AN FLDNR SURVEY DISK STAMPED 78
 DL5718'79 A 32 RM NO 1, 31.0 FT (9.4 M) SOUTH OF THE EXTENDED CENTERLINE OF A
 DL5718'DRIVEWAY AT 2801, 19.0 FT (5.8 M) WEST OF THE CENTERLINE OF STATE
 DL5718'HIGHWAY A1A AND 12.0 FT (3.7 M) EAST OF A CARSONITE WITNESS POST.
 DL5718'
 DL5718'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL5718'MONUMENT.
 DL5718
 DL5718                          STATION RECOVERY (2022)
 DL5718
 DL5718'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (DMP)
 DL5718'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5717 ***********************************************************************
 DL5717  DESIGNATION -  78 79 A33
 DL5717  PID         -  DL5717
 DL5717  STATE/COUNTY-  FL/ST JOHNS
 DL5717  COUNTRY     -  US
 DL5717  USGS QUAD   -  SAINT AUGUSTINE (2018)
 DL5717
 DL5717                         *CURRENT SURVEY CONTROL
 DL5717  ______________________________________________________________________
 DL5717* NAD 83(1986) POSITION- 29 59 50.3    (N) 081 19 01.4    (W)   HD_HELD2
 DL5717* NAVD 88 ORTHO HEIGHT -     3.840 (meters)       12.60  (feet) ADJUSTED
 DL5717  ______________________________________________________________________
 DL5717  GEOID HEIGHT    -        -28.547 (meters)                     GEOID18
 DL5717  DYNAMIC HEIGHT  -          3.835 (meters)       12.58  (feet) COMP
 DL5717  MODELED GRAVITY -    979,337.1   (mgal)                       NAVD 88
 DL5717
 DL5717  VERT ORDER      -  FIRST     CLASS II
 DL5717
 DL5717.The horizontal coordinates were established by autonomous hand held GPS
 DL5717.observations and have an estimated accuracy of +/- 10 meters.
 DL5717
 DL5717.The orthometric height was determined by differential leveling and
 DL5717.adjusted by the NATIONAL GEODETIC SURVEY
 DL5717.in January 2010.
 DL5717
 DL5717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5717.GEOID18 height accuracy estimate available here.
 DL5717
 DL5717.Click photographs - Photos may exist for this station.
 DL5717
 DL5717.The dynamic height is computed by dividing the NAVD 88
 DL5717.geopotential number by the normal gravity value computed on the
 DL5717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5717.degrees latitude (g = 980.6199 gals.).
 DL5717
 DL5717.The modeled gravity was interpolated from observed gravity values.
 DL5717
 DL5717;                    North         East    Units  Estimated Accuracy
 DL5717;SPC FL E     -   627,611.      169,409.      MT  (+/- 10 meters HH2 GPS)
 DL5717
 DL5717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6941918529(NAD 83)
 DL5717
 DL5717                          SUPERSEDED SURVEY CONTROL
 DL5717
 DL5717.No superseded survey control is available for this station.
 DL5717
 DL5717_MARKER: DD = SURVEY DISK
 DL5717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5717_STAMPING: 78 79 A33
 DL5717_MARK LOGO: FLDNR
 DL5717_PROJECTION: RECESSED 20 CENTIMETERS
 DL5717_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5717+STABILITY: SURFACE MOTION
 DL5717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5717+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2018
 DL5717
 DL5717  HISTORY     - Date     Condition        Report By
 DL5717  HISTORY     - 1979     MONUMENTED       FLDNR
 DL5717  HISTORY     - 20070426 GOOD             FLDEP
 DL5717  HISTORY     - 20181113 GOOD             MOREKL
 DL5717
 DL5717                          STATION DESCRIPTION
 DL5717
 DL5717'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5717'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTH OF SAINT AUGUSTINE, 5.7 MI
 DL5717'(9.2 KM) NORTH OF VILANO BEACH, IN SECTION 7, TOWNSHIP 6 SOUTH, RANGE
 DL5717'30 EAST.
 DL5717'
 DL5717'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DL5717'SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE
 DL5717'NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE
 DL5717'LEON BOULEVARD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF WEST SAN
 DL5717'CARLOS AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT, TURN LEFT ON WEST
 DL5717'SAN CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF
 DL5717'SAN MARCO AVENUE (STATE HIGHWAY A1A NORTH), TURN LEFT ON SAN MARCO
 DL5717'AVENUE (STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5
 DL5717'M) TO THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE
 DL5717'RIGHT, TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST
 DL5717'FOR 1.85 MI (3.0 KM) TO THE JUNCTION OF STATE HIGHWAY A1A NORTH
 DL5717'(COASTAL HIGHWAY) ON THE LEFT, TURN LEFT ON STATE HIGHWAY A1A NORTH
 DL5717'(COASTAL HIGHWAY) AND GO NORTH FOR 5.6 MI (9.0 KM) TO THE MARK ON THE
 DL5717'RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.8 FT (0.2 M)
 DL5717'BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF STATE HIGHWAY
 DL5717'A1A.
 DL5717'
 DL5717'LOCATED 52.0 FT (15.8 M) SOUTH-SOUTHEAST OF AN FLDNR SURVEY DISK
 DL5717'STAMPED 78 79 A 33 REFERENCE MARK NO 2, 45.5 FT (13.9 M)
 DL5717'NORTH-NORTHEAST OF AN FLDNR SURVEY DISK STAMPED 78 79 A 33 REFERENCE
 DL5717'MARK NO 1, 37.0 FT (11.3 M) NORTH OF THE EXTENDED CENTERLINE OF A
 DL5717'DRIVEWAY AT 2937, 18.3 FT (5.6 M) WEST OF THE CENTERLINE OF STATE
 DL5717'HIGHWAY A1A, 10.0 FT (3.0 M) EAST-NORTHEAST OF A FLDNR METAL WITNESS
 DL5717'POST AND 1.5 FT (0.5 M) WEST OF THE WEST EDGE OF THE PAVEMENT OF STATE
 DL5717'HIGHWAY A1A.
 DL5717'
 DL5717'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL5717'MONUMENT.
 DL5717
 DL5717                          STATION RECOVERY (2018)
 DL5717
 DL5717'RECOVERY NOTE BY MORGAN AND EKLUND INC 2018 (PCV)
 DL5717'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5691 ***********************************************************************
 DL5691  DESIGNATION -  78 79 A34
 DL5691  PID         -  DL5691
 DL5691  STATE/COUNTY-  FL/ST JOHNS
 DL5691  COUNTRY     -  US
 DL5691  USGS QUAD   -  SAINT AUGUSTINE (2018)
 DL5691
 DL5691                         *CURRENT SURVEY CONTROL
 DL5691  ______________________________________________________________________
 DL5691* NAD 83(1986) POSITION- 29 59 04.93   (N) 081 18 49.96   (W)   HD_HELD1
 DL5691* NAVD 88 ORTHO HEIGHT -     4.876 (meters)       16.00  (feet) ADJUSTED
 DL5691  ______________________________________________________________________
 DL5691  GEOID HEIGHT    -        -28.558 (meters)                     GEOID18
 DL5691  DYNAMIC HEIGHT  -          4.869 (meters)       15.97  (feet) COMP
 DL5691  MODELED GRAVITY -    979,335.4   (mgal)                       NAVD 88
 DL5691
 DL5691  VERT ORDER      -  FIRST     CLASS II
 DL5691
 DL5691.The horizontal coordinates were determined by differentially corrected
 DL5691.hand held GPS observations or other comparable positioning techniques
 DL5691.and have an estimated accuracy of +/- 3 meters.
 DL5691
 DL5691.The orthometric height was determined by differential leveling and
 DL5691.adjusted by the NATIONAL GEODETIC SURVEY
 DL5691.in January 2010.
 DL5691
 DL5691.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5691.GEOID18 height accuracy estimate available here.
 DL5691
 DL5691.Click photographs - Photos may exist for this station.
 DL5691
 DL5691.The dynamic height is computed by dividing the NAVD 88
 DL5691.geopotential number by the normal gravity value computed on the
 DL5691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5691.degrees latitude (g = 980.6199 gals.).
 DL5691
 DL5691.The modeled gravity was interpolated from observed gravity values.
 DL5691
 DL5691;                    North         East    Units  Estimated Accuracy
 DL5691;SPC FL E     -   626,213.4     169,712.2     MT  (+/- 3 meters HH1 GPS) 
 DL5691
 DL5691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6972217131(NAD 83)
 DL5691
 DL5691                          SUPERSEDED SURVEY CONTROL
 DL5691
 DL5691.No superseded survey control is available for this station.
 DL5691
 DL5691_MARKER: DD = SURVEY DISK
 DL5691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5691_STAMPING: 78 79 A34
 DL5691_MARK LOGO: FLDNR
 DL5691_PROJECTION: RECESSED 46 CENTIMETERS
 DL5691_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5691+STABILITY: SURFACE MOTION
 DL5691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5691+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2018
 DL5691
 DL5691  HISTORY     - Date     Condition        Report By
 DL5691  HISTORY     - 1979     MONUMENTED       FLDNR
 DL5691  HISTORY     - 20070426 GOOD             FLDEP
 DL5691  HISTORY     - 20181113 GOOD             MOREKL
 DL5691
 DL5691                          STATION DESCRIPTION
 DL5691
 DL5691'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5691'THE MARK IS ABOUT 6.8 MI (10.9 KM) NORTH OF SAINT AUGUSTINE, 4.8 MI
 DL5691'(7.7 KM) NORTH OF VILANO BEACH, IN SECTION 18, TOWNSHIP 6 SOUTH, RANGE
 DL5691'30 EAST.
 DL5691'
 DL5691'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DL5691'SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE
 DL5691'NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE
 DL5691'LEON BOULEVARD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF WEST SAN
 DL5691'CARLOS AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT, TURN LEFT ON WEST
 DL5691'SAN CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF
 DL5691'SAN MARCO AVENUE (STATE HIGHWAY A1A NORTH), TURN LEFT ON SAN MARCO
 DL5691'AVENUE (STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5
 DL5691'M) TO THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE
 DL5691'RIGHT, TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST
 DL5691'FOR 1.85 MI (3.0 KM) TO THE JUNCTION OF STATE HIGHWAY A1A NORTH
 DL5691'(COASTAL HIGHWAY) ON THE LEFT, TURN LEFT ON STATE HIGHWAY A1A NORTH
 DL5691'(COASTAL HIGHWAY) AND GO NORTH FOR 4.8 MI (7.7 KM) TO THE MARK ON THE
 DL5691'RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT, RECESSED 1.5 FT (0.5 M)
 DL5691'BELOW THE LEVEL OF THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL
 DL5691'OF STATE HIGHWAY A1A.
 DL5691'
 DL5691'LOCATED 22.0 FT (6.7 M) WEST OF THE CENTERLINE OF STATE HIGHWAY A1A,
 DL5691'15.0 FT (4.6 M) SOUTH OF THE EXTENDED CENTERLINE OF A DRIVEWAY AT
 DL5691'3041, 3043 AND 4.7 FT (1.4 M) WEST OF THE WEST EDGE OF THE PAVEMENT OF
 DL5691'STATE HIGHWAY A1A.
 DL5691'
 DL5691'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL5691'MONUMENT.
 DL5691
 DL5691                          STATION RECOVERY (2018)
 DL5691
 DL5691'RECOVERY NOTE BY MORGAN AND EKLUND INC 2018 (PCV)
 DL5691'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5601 ***********************************************************************
 DL5601  DESIGNATION -  78 A
 DL5601  PID         -  DL5601
 DL5601  STATE/COUNTY-  FL/HARDEE
 DL5601  COUNTRY     -  US
 DL5601  USGS QUAD   -  DUETTE (2018)
 DL5601
 DL5601                         *CURRENT SURVEY CONTROL
 DL5601  ______________________________________________________________________
 DL5601* NAD 83(1986) POSITION- 27 35 42.1    (N) 082 01 47.9    (W)   HD_HELD2
 DL5601* NAVD 88 ORTHO HEIGHT -    36.952 (meters)      121.23  (feet) ADJUSTED
 DL5601  ______________________________________________________________________
 DL5601  GEOID HEIGHT    -        -24.970 (meters)                     GEOID18
 DL5601  DYNAMIC HEIGHT  -         36.897 (meters)      121.05  (feet) COMP
 DL5601  MODELED GRAVITY -    979,147.5   (mgal)                       NAVD 88
 DL5601
 DL5601  VERT ORDER      -  FIRST     CLASS II
 DL5601
 DL5601.The horizontal coordinates were established by autonomous hand held GPS
 DL5601.observations and have an estimated accuracy of +/- 10 meters.
 DL5601
 DL5601.The orthometric height was determined by differential leveling and
 DL5601.adjusted by the NATIONAL GEODETIC SURVEY
 DL5601.in December 2009.
 DL5601
 DL5601.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5601.GEOID18 height accuracy estimate available here.
 DL5601
 DL5601.Click photographs - Photos may exist for this station.
 DL5601
 DL5601.The dynamic height is computed by dividing the NAVD 88
 DL5601.geopotential number by the normal gravity value computed on the
 DL5601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5601.degrees latitude (g = 980.6199 gals.).
 DL5601
 DL5601.The modeled gravity was interpolated from observed gravity values.
 DL5601
 DL5601;                    North         East    Units  Estimated Accuracy
 DL5601;SPC FL W     -   361,335.      197,041.      MT  (+/- 10 meters HH2 GPS)
 DL5601
 DL5601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL9835152766(NAD 83)
 DL5601
 DL5601                          SUPERSEDED SURVEY CONTROL
 DL5601
 DL5601.No superseded survey control is available for this station.
 DL5601
 DL5601_MARKER: DD = SURVEY DISK
 DL5601_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL5601_SP_SET: CULVERT HEADWALL
 DL5601_STAMPING: 78 A
 DL5601_MARK LOGO: FLSRD
 DL5601_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5601+STABILITY: SURFACE MOTION
 DL5601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5601+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2008
 DL5601
 DL5601  HISTORY     - Date     Condition        Report By
 DL5601  HISTORY     - UNK      MONUMENTED       FLSRD
 DL5601  HISTORY     - 20080304 GOOD             FLDEP
 DL5601
 DL5601                          STATION DESCRIPTION
 DL5601
 DL5601'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DL5601'THE MARK IS ABOUT 23.5 MI (37.8 KM) EAST OF PARRISH, 5.7 MI (9.2 KM)
 DL5601'EAST OF DUETTE, 5.3 MI (8.5 KM) WEST OF FORT GREEN SPRINGS, IN SECTION
 DL5601'20, TOWNSHIP 33 SOUTH, RANGE 23 EAST.
 DL5601'
 DL5601'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 62 AND STATE ROAD 37
 DL5601'IN DUETTE, GO EAST ON STATE ROAD 62 FOR 5.5 MI (8.8 KM) TO A CULVERT
 DL5601'CROSSING AT HORSE CREEK AND THE MARK ON THE RIGHT.  THE MARK CAN ALSO
 DL5601'BE REACHED FROM THE JUNCTION OF STATE ROAD 62 AND COUNTY ROAD 663
 DL5601'NORTH IN FORT GREEN SPRINGS, GO WEST ON STATE ROAD 62 FOR 5.25 MI (8.4
 DL5601'KM) TO A CULVERT CROSSING AT HORSE CREEK AND THE MARK ON THE LEFT, SET
 DL5601'FLUSH IN THE TOP OF A CONCRETE CULVERT HEADWALL AND ABOUT 1.0 FT (0.3
 DL5601'M) BELOW THE LEVEL OF STATE ROAD 62.
 DL5601'
 DL5601'LOCATED 33.4 FT (10.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE
 DL5601'ROAD 62, 11.2 FT (3.4 M) SOUTH OF A METAL GUARDRAIL, 1.0 FT (0.3 M)
 DL5601'EAST OF THE WEST END OF A CULVERT HEADWALL AND 0.7 FT (0.2 M)
 DL5601'NORTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1915 ***********************************************************************
 AG1915  DESIGNATION -  78 ERS
 AG1915  PID         -  AG1915
 AG1915  STATE/COUNTY-  FL/CHARLOTTE
 AG1915  COUNTRY     -  US
 AG1915  USGS QUAD   -  MURDOCK (2018)
 AG1915
 AG1915                         *CURRENT SURVEY CONTROL
 AG1915  ______________________________________________________________________
 AG1915* NAD 83(1986) POSITION- 27 01 04.     (N) 082 10 35.     (W)   SCALED
 AG1915* NAVD 88 ORTHO HEIGHT -     3.334 (meters)       10.94  (feet) ADJUSTED
 AG1915  ______________________________________________________________________
 AG1915  GEOID HEIGHT    -        -23.986 (meters)                     GEOID18
 AG1915  DYNAMIC HEIGHT  -          3.328 (meters)       10.92  (feet) COMP
 AG1915  MODELED GRAVITY -    979,123.0   (mgal)                       NAVD 88
 AG1915
 AG1915  VERT ORDER      -  FIRST     CLASS I
 AG1915
 AG1915.The horizontal coordinates were scaled from a map and have
 AG1915.an estimated accuracy of +/- 6 seconds.
 AG1915
 AG1915.The orthometric height was determined by differential leveling and
 AG1915.adjusted by the NATIONAL GEODETIC SURVEY
 AG1915.in June 1991.
 AG1915
 AG1915.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1915.GEOID18 height accuracy estimate available here.
 AG1915
 AG1915.Click photographs - Photos may exist for this station.
 AG1915
 AG1915.The dynamic height is computed by dividing the NAVD 88
 AG1915.geopotential number by the normal gravity value computed on the
 AG1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1915.degrees latitude (g = 980.6199 gals.).
 AG1915
 AG1915.The modeled gravity was interpolated from observed gravity values.
 AG1915
 AG1915;                    North         East    Units  Estimated Accuracy
 AG1915;SPC FL W     -   297,390.      182,500.      MT  (+/- 180 meters Scaled)
 AG1915
 AG1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK832889(NAD 83)
 AG1915
 AG1915                          SUPERSEDED SURVEY CONTROL
 AG1915
 AG1915  NGVD 29 (??/??/92)    3.68   (m)           12.1    (f) COMPUTED    1 1
 AG1915
 AG1915.Superseded values are not recommended for survey control.
 AG1915
 AG1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1915.See file dsdata.pdf to determine how the superseded data were derived.
 AG1915
 AG1915_MARKER: DD = SURVEY DISK
 AG1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1915_STAMPING: 78 ERS 1952
 AG1915_MARK LOGO: USGS
 AG1915_PROJECTION: PROJECTING 20 CENTIMETERS
 AG1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1915+STABILITY: SURFACE MOTION
 AG1915
 AG1915  HISTORY     - Date     Condition        Report By
 AG1915  HISTORY     - 1952     MONUMENTED       USGS
 AG1915  HISTORY     - 1974     GOOD             NGS
 AG1915  HISTORY     - 19910505 GOOD             USPSQD
 AG1915  HISTORY     - 19940530 GOOD             USPSQD
 AG1915
 AG1915                          STATION DESCRIPTION
 AG1915
 AG1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 AG1915'5 MI SE FROM NORTH PORT CHARLOTTE.
 AG1915'5.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 AG1915'S. BISCAYNE DRIVE IN NORTH PORT CHARLOTTE, 1.9 MILES NORTHWEST OF
 AG1915'THE CROSSING OF THE SEABOARD AIR LINE RAILROAD, 81 FEET SOUTH OF
 AG1915'THE CENTER OF U.S. HIGHWAY 41, 61 FEET WEST OF AN UTILITY POLE,
 AG1915'80 FEET EAST OF THE CENTER OF A SURFACED ROAD TO SOUTH, 1.8 FEET
 AG1915'WEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE
 AG1915'HIGHWAY AND SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 AG1915'PROJECTS ABOUT 8-INCHES ABOVE THE GROUND SURFACE.
 AG1915
 AG1915                          STATION RECOVERY (1991)
 AG1915
 AG1915'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEI)
 AG1915'RECOVERED IN GOOD CONDITION.
 AG1915
 AG1915                          STATION RECOVERY (1994)
 AG1915
 AG1915'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG1915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0147 ***********************************************************************
 AQ0147  DESIGNATION -  78 PTS 15
 AQ0147  PID         -  AQ0147
 AQ0147  STATE/COUNTY-  FL/PUTNAM
 AQ0147  COUNTRY     -  US
 AQ0147  USGS QUAD   -  SATSUMA (2018)
 AQ0147
 AQ0147                         *CURRENT SURVEY CONTROL
 AQ0147  ______________________________________________________________________
 AQ0147* NAD 83(1986) POSITION- 29 33 17.6    (N) 081 39 24.8    (W)   HD_HELD2
 AQ0147* NAVD 88 ORTHO HEIGHT -    23.579 (meters)       77.36  (feet) ADJUSTED
 AQ0147  ______________________________________________________________________
 AQ0147  GEOID HEIGHT    -        -28.426 (meters)                     GEOID18
 AQ0147  DYNAMIC HEIGHT  -         23.547 (meters)       77.25  (feet) COMP
 AQ0147  MODELED GRAVITY -    979,278.2   (mgal)                       NAVD 88
 AQ0147
 AQ0147  VERT ORDER      -  FIRST     CLASS II
 AQ0147
 AQ0147.The horizontal coordinates were established by autonomous hand held GPS
 AQ0147.observations and have an estimated accuracy of +/- 10 meters.
 AQ0147
 AQ0147.The orthometric height was determined by differential leveling and
 AQ0147.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0147.in June 1991.
 AQ0147
 AQ0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0147.GEOID18 height accuracy estimate available here.
 AQ0147
 AQ0147.Click photographs - Photos may exist for this station.
 AQ0147
 AQ0147.The dynamic height is computed by dividing the NAVD 88
 AQ0147.geopotential number by the normal gravity value computed on the
 AQ0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0147.degrees latitude (g = 980.6199 gals.).
 AQ0147
 AQ0147.The modeled gravity was interpolated from observed gravity values.
 AQ0147
 AQ0147;                    North         East    Units  Estimated Accuracy
 AQ0147;SPC FL E     -   578,711.      136,341.      MT  (+/- 10 meters HH2 GPS)
 AQ0147
 AQ0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3636369645(NAD 83)
 AQ0147
 AQ0147                          SUPERSEDED SURVEY CONTROL
 AQ0147
 AQ0147  NGVD 29 (??/??/92)   23.864  (m)           78.29   (f) ADJ UNCH    1 2
 AQ0147
 AQ0147.Superseded values are not recommended for survey control.
 AQ0147
 AQ0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0147.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0147
 AQ0147_MARKER: P = PIPE CAP
 AQ0147_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AQ0147_STAMPING: 78 PRIM TRAV STA NO 15 1911
 AQ0147_MARK LOGO: USGS
 AQ0147_MAGNETIC: P = MARKER IS A STEEL PIPE
 AQ0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0147
 AQ0147  HISTORY     - Date     Condition        Report By
 AQ0147  HISTORY     - 1911     MONUMENTED       USGS
 AQ0147  HISTORY     - 1934     GOOD             CGS
 AQ0147
 AQ0147                          STATION DESCRIPTION
 AQ0147
 AQ0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AQ0147'AT SATSUMA.
 AQ0147'U.S. GEOLOGICAL SURVEY MARK 78 PRIMARY TRAVERSE STATION NO.
 AQ0147'15, IS LOCATED AT SATSUMA 5.3 MILES NORTH OF A.C.L. DEPOT AT
 AQ0147'POMONA, 150 FEET NORTHWEST OF STATION IN SOUTHWEST CORNER OF
 AQ0147'YARD, 50 FEET EAST OF EAST RAIL OF A.C.L. TRACK.  STANDARD
 AQ0147'TABLET SET IN IRON POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3730 ***********************************************************************
 DQ3730  DESIGNATION -  780038
 DQ3730  PID         -  DQ3730
 DQ3730  STATE/COUNTY-  FL/CITRUS
 DQ3730  COUNTRY     -  US
 DQ3730  USGS QUAD   -  CRYSTAL RIVER (2018)
 DQ3730
 DQ3730                         *CURRENT SURVEY CONTROL
 DQ3730  ______________________________________________________________________
 DQ3730* NAD 83(1986) POSITION- 28 53 19.93   (N) 082 35 12.19   (W)   HD_HELD1
 DQ3730* NAVD 88 ORTHO HEIGHT -     0.913 (meters)        3.00  (feet) ADJUSTED
 DQ3730  ______________________________________________________________________
 DQ3730  GEOID HEIGHT    -        -27.266 (meters)                     GEOID18
 DQ3730  DYNAMIC HEIGHT  -          0.911 (meters)        2.99  (feet) COMP
 DQ3730  MODELED GRAVITY -    979,224.4   (mgal)                       NAVD 88
 DQ3730
 DQ3730  VERT ORDER      -  FIRST     CLASS II
 DQ3730
 DQ3730.The horizontal coordinates were determined by differentially corrected
 DQ3730.hand held GPS observations or other comparable positioning techniques
 DQ3730.and have an estimated accuracy of +/- 3 meters.
 DQ3730
 DQ3730.The orthometric height was determined by differential leveling and
 DQ3730.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3730.in December 2016.
 DQ3730
 DQ3730.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3730.GEOID18 height accuracy estimate available here.
 DQ3730
 DQ3730.Click photographs - Photos may exist for this station.
 DQ3730
 DQ3730.The dynamic height is computed by dividing the NAVD 88
 DQ3730.geopotential number by the normal gravity value computed on the
 DQ3730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3730.degrees latitude (g = 980.6199 gals.).
 DQ3730
 DQ3730.The modeled gravity was interpolated from observed gravity values.
 DQ3730
 DQ3730;                    North         East    Units  Estimated Accuracy
 DQ3730;SPC FL W     -   504,855.2     142,772.5     MT  (+/- 3 meters HH1 GPS) 
 DQ3730
 DQ3730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4527796708(NAD 83)
 DQ3730
 DQ3730                          SUPERSEDED SURVEY CONTROL
 DQ3730
 DQ3730.No superseded survey control is available for this station.
 DQ3730
 DQ3730_MARKER: DD = SURVEY DISK
 DQ3730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3730_STAMPING: 780038 2011 LB 6773
 DQ3730_MARK LOGO: SWFWMD
 DQ3730_PROJECTION: FLUSH
 DQ3730_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3730+STABILITY: SURFACE MOTION
 DQ3730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3730+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2015
 DQ3730
 DQ3730  HISTORY     - Date     Condition        Report By
 DQ3730  HISTORY     - 20111108 MONUMENTED       SWFWMD
 DQ3730  HISTORY     - 20151217 GOOD             FLDEP
 DQ3730
 DQ3730                          STATION DESCRIPTION
 DQ3730
 DQ3730'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3730'THE MARK IS AT 3 SISTERS SPRINGS PARK, ABOUT 6.4 MI (10.3 KM)
 DQ3730'SOUTH-SOUTHEAST OF RED LEVEL, 6.1 MI (9.8 KM) NORTHEAST OF OZELLO, 1.1
 DQ3730'MI (1.8 KM) SOUTH-SOUTHEAST OF CRYSTAL RIVER, IN SECTION 28, TOWNSHIP
 DQ3730'18 SOUTH, RANGE 17 EAST.
 DQ3730'
 DQ3730'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 (GULF TO LAKE
 DQ3730'HIGHWAY), NORTHEAST FIFTH STREET AND U.S. HIGHWAYS 19-98 (NORTH
 DQ3730'SUNCOAST BOULEVARD) IN CRYSTAL RIVER, GO SOUTHEAST ON U.S. HIGHWAYS
 DQ3730'19-98 (NORTH SUNCOAST BOULEVARD) FOR 0.45 MI (0.72 KM) TO THE JUNCTION
 DQ3730'OF KINGS BAY DRIVE ON THE RIGHT.  TURN RIGHT ON KINGS BAY DRIVE AND GO
 DQ3730'WEST FOR 0.15 MI (0.24 KM) TO THE INTERSECTION OF SOUTHEAST CUTLER
 DQ3730'SPUR BOULEVARD.  TURN LEFT ON SOUTHEAST CUTLER SPUR BOULEVARD AND GO
 DQ3730'SOUTH FOR ABOUT 400.0 FT (121.9 M) TO THE ENTRANCE GATE AT 3 SISTERS
 DQ3730'SPRINGS PARK ON THE RIGHT.  TURN RIGHT AND GO WEST THROUGH THE GATE
 DQ3730'FOR ABOUT 0.25 MI (0.40 KM) TO THE WEST END OF A WETLAND BORROW PIT
 DQ3730'AND A 90-DEGREE CURVE ON THE LEFT.  TURN LEFT AND CONTINUE SOUTH AND
 DQ3730'SOUTHEAST ON THE SHELL ROAD FOR 0.3 MI (0.5 KM) TO THE SOUTHEAST END
 DQ3730'OF A SHELL PARKING LOT.  TURN LEFT AND CONTINUE EAST ON A SHELL ROAD
 DQ3730'ALONG THE NORTH SHORE OF A CANAL FOR 0.1 TO A BOX CULVERT CROSSING.
 DQ3730'CONTINUE EAST ON THE SHELL ROAD FOR ABOUT 50.0 FT (15.2 M) TO A
 DQ3730'90-DEGREE CURVE ON THE LEFT.  TURN LEFT AND GO NORTH AND WEST ON THE
 DQ3730'SHELL ROAD (BECOMING A GRASS TRAIL) FOR ABOUT 350.0 FT (106.7 M) TO A
 DQ3730'WELL SITE ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN
 DQ3730'TO REFUSAL AT A DEPTH OF 16.0 FT (4.9 M) WITH AN ALUMINUM DISK SET ON
 DQ3730'THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH WITH
 DQ3730'THE GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF THE GRASS
 DQ3730'TRAIL.
 DQ3730'
 DQ3730'LOCATED 20.0 FT (6.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A GRASS
 DQ3730'COVERED 2-RUT TRAIL, 8.0 FT (2.4 M) SOUTH OF THE SOUTHEAST CORNER OF A
 DQ3730'MONITORING WELL SHELTER BOX AND 1.0 FT (0.3 M) EAST OF A CARSONITE
 DQ3730'WITNESS POST.
 DQ3730'
 DQ3730'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3729 ***********************************************************************
 DQ3729  DESIGNATION -  780039
 DQ3729  PID         -  DQ3729
 DQ3729  STATE/COUNTY-  FL/CITRUS
 DQ3729  COUNTRY     -  US
 DQ3729  USGS QUAD   -  CRYSTAL RIVER (2018)
 DQ3729
 DQ3729                         *CURRENT SURVEY CONTROL
 DQ3729  ______________________________________________________________________
 DQ3729* NAD 83(1986) POSITION- 28 53 16.85   (N) 082 35 09.57   (W)   HD_HELD1
 DQ3729* NAVD 88 ORTHO HEIGHT -     1.505 (meters)        4.94  (feet) ADJUSTED
 DQ3729  ______________________________________________________________________
 DQ3729  GEOID HEIGHT    -        -27.265 (meters)                     GEOID18
 DQ3729  DYNAMIC HEIGHT  -          1.503 (meters)        4.93  (feet) COMP
 DQ3729  MODELED GRAVITY -    979,224.3   (mgal)                       NAVD 88
 DQ3729
 DQ3729  VERT ORDER      -  FIRST     CLASS II
 DQ3729
 DQ3729.The horizontal coordinates were determined by differentially corrected
 DQ3729.hand held GPS observations or other comparable positioning techniques
 DQ3729.and have an estimated accuracy of +/- 3 meters.
 DQ3729
 DQ3729.The orthometric height was determined by differential leveling and
 DQ3729.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3729.in December 2016.
 DQ3729
 DQ3729.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3729.GEOID18 height accuracy estimate available here.
 DQ3729
 DQ3729.Click photographs - Photos may exist for this station.
 DQ3729
 DQ3729.The dynamic height is computed by dividing the NAVD 88
 DQ3729.geopotential number by the normal gravity value computed on the
 DQ3729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3729.degrees latitude (g = 980.6199 gals.).
 DQ3729
 DQ3729.The modeled gravity was interpolated from observed gravity values.
 DQ3729
 DQ3729;                    North         East    Units  Estimated Accuracy
 DQ3729;SPC FL W     -   504,760.0     142,843.0     MT  (+/- 3 meters HH1 GPS) 
 DQ3729
 DQ3729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4534796612(NAD 83)
 DQ3729
 DQ3729                          SUPERSEDED SURVEY CONTROL
 DQ3729
 DQ3729.No superseded survey control is available for this station.
 DQ3729
 DQ3729_MARKER: DD = SURVEY DISK
 DQ3729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3729_STAMPING: 780039 2011 LB 6773
 DQ3729_MARK LOGO: SWFWMD
 DQ3729_PROJECTION: FLUSH
 DQ3729_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3729+STABILITY: SURFACE MOTION
 DQ3729_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3729+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2015
 DQ3729
 DQ3729  HISTORY     - Date     Condition        Report By
 DQ3729  HISTORY     - 20111107 MONUMENTED       SWFWMD
 DQ3729  HISTORY     - 20151217 GOOD             FLDEP
 DQ3729
 DQ3729                          STATION DESCRIPTION
 DQ3729
 DQ3729'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3729'THE MARK IS AT 3 SISTERS SPRINGS PARK, ABOUT 6.4 MI (10.3 KM)
 DQ3729'SOUTH-SOUTHEAST OF RED LEVEL, 6.1 MI (9.8 KM) NORTHEAST OF OZELLO, 1.1
 DQ3729'MI (1.8 KM) SOUTH-SOUTHEAST OF CRYSTAL RIVER, IN SECTION 28, TOWNSHIP
 DQ3729'18 SOUTH, RANGE 17 EAST.
 DQ3729'
 DQ3729'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 (GULF TO LAKE
 DQ3729'HIGHWAY), NORTHEAST FIFTH STREET AND U.S. HIGHWAYS 19-98 (NORTH
 DQ3729'SUNCOAST BOULEVARD) IN CRYSTAL RIVER, GO SOUTHEAST ON U.S. HIGHWAYS
 DQ3729'19-98 (NORTH SUNCOAST BOULEVARD) FOR 0.45 MI (0.72 KM) TO THE JUNCTION
 DQ3729'OF KINGS BAY DRIVE ON THE RIGHT.  TURN RIGHT ON KINGS BAY DRIVE AND GO
 DQ3729'WEST FOR 0.15 MI (0.24 KM) TO THE INTERSECTION OF SOUTHEAST CUTLER
 DQ3729'SPUR BOULEVARD.  TURN LEFT ON SOUTHEAST CUTLER SPUR BOULEVARD AND GO
 DQ3729'SOUTH FOR ABOUT 400.0 FT (121.9 M) TO THE ENTRANCE GATE AT 3 SISTERS
 DQ3729'SPRINGS PARK ON THE RIGHT.  TURN RIGHT AND GO WEST THROUGH THE GATE
 DQ3729'FOR ABOUT 0.25 MI (0.40 KM) TO THE WEST END OF A WETLAND BORROW PIT
 DQ3729'AND A 90-DEGREE CURVE ON THE LEFT.  TURN LEFT AND CONTINUE SOUTH AND
 DQ3729'SOUTHEAST ON THE SHELL ROAD FOR 0.3 MI (0.5 KM) TO THE SOUTHEAST END
 DQ3729'OF A SHELL PARKING LOT.  TURN LEFT AND CONTINUE EAST ON A SHELL ROAD
 DQ3729'ALONG THE NORTH SHORE OF A CANAL FOR 0.1 TO A BOX CULVERT CROSSING.
 DQ3729'CONTINUE EAST ON THE SHELL ROAD FOR ABOUT 50.0 FT (15.2 M) TO A WELL
 DQ3729'SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO
 DQ3729'REFUSAL AT A DEPTH OF 16.0 FT (4.9 M) WITH AN ALUMINUM DISK SET ON THE
 DQ3729'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH WITH THE
 DQ3729'GROUND AND LEVEL WITH THE SHELL ROAD.
 DQ3729'
 DQ3729'LOCATED 32.0 FT (9.8 M) SOUTHWEST OF THE WEST END OF A SMALL CANAL
 DQ3729'DAM, 13.5 FT (4.1 M) NORTHWEST OF A METAL SIGN READING DEPARTMENT OF
 DQ3729'INTERIOR NATIONAL WILDLIFE REFUGE, 11.5 FT (3.5 M) NORTH-NORTHWEST OF
 DQ3729'A MONITORING WELL SHELTER BOX AND 1.0 FT (0.3 M) WEST OF A CARSONITE
 DQ3729'WITNESS POST.
 DQ3729'
 DQ3729'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3725 ***********************************************************************
 DQ3725  DESIGNATION -  780041 A
 DQ3725  PID         -  DQ3725
 DQ3725  STATE/COUNTY-  FL/CITRUS
 DQ3725  COUNTRY     -  US
 DQ3725  USGS QUAD   -  CRYSTAL RIVER (2018)
 DQ3725
 DQ3725                         *CURRENT SURVEY CONTROL
 DQ3725  ______________________________________________________________________
 DQ3725* NAD 83(1986) POSITION- 28 53 28.07   (N) 082 35 25.70   (W)   HD_HELD1
 DQ3725* NAVD 88 ORTHO HEIGHT -     1.267 (meters)        4.16  (feet) ADJUSTED
 DQ3725  ______________________________________________________________________
 DQ3725  GEOID HEIGHT    -        -27.267 (meters)                     GEOID18
 DQ3725  DYNAMIC HEIGHT  -          1.265 (meters)        4.15  (feet) COMP
 DQ3725  MODELED GRAVITY -    979,224.7   (mgal)                       NAVD 88
 DQ3725
 DQ3725  VERT ORDER      -  FIRST     CLASS II
 DQ3725
 DQ3725.The horizontal coordinates were determined by differentially corrected
 DQ3725.hand held GPS observations or other comparable positioning techniques
 DQ3725.and have an estimated accuracy of +/- 3 meters.
 DQ3725
 DQ3725.The orthometric height was determined by differential leveling and
 DQ3725.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3725.in December 2016.
 DQ3725
 DQ3725.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3725.GEOID18 height accuracy estimate available here.
 DQ3725
 DQ3725.Click photographs - Photos may exist for this station.
 DQ3725
 DQ3725.The dynamic height is computed by dividing the NAVD 88
 DQ3725.geopotential number by the normal gravity value computed on the
 DQ3725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3725.degrees latitude (g = 980.6199 gals.).
 DQ3725
 DQ3725.The modeled gravity was interpolated from observed gravity values.
 DQ3725
 DQ3725;                    North         East    Units  Estimated Accuracy
 DQ3725;SPC FL W     -   505,107.6     142,407.7     MT  (+/- 3 meters HH1 GPS) 
 DQ3725
 DQ3725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4491596964(NAD 83)
 DQ3725
 DQ3725                          SUPERSEDED SURVEY CONTROL
 DQ3725
 DQ3725.No superseded survey control is available for this station.
 DQ3725
 DQ3725_MARKER: DD = SURVEY DISK
 DQ3725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3725_STAMPING: 780041 A 2011 LB 6773
 DQ3725_MARK LOGO: SWFWMD
 DQ3725_PROJECTION: FLUSH
 DQ3725_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3725+STABILITY: SURFACE MOTION
 DQ3725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3725+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2015
 DQ3725
 DQ3725  HISTORY     - Date     Condition        Report By
 DQ3725  HISTORY     - 20111107 MONUMENTED       SWFWMD
 DQ3725  HISTORY     - 20151217 GOOD             FLDEP
 DQ3725
 DQ3725                          STATION DESCRIPTION
 DQ3725
 DQ3725'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3725'THE MARK IS AT 3 SISTERS SPRING PARK, ABOUT 6.1 MI (9.8 KM)
 DQ3725'SOUTH-SOUTHEAST OF RED LEVEL, 6.1 MI (9.8 KM) NORTHEAST OF OZELLO, 0.8
 DQ3725'MI (1.3 KM) SOUTH OF CRYSTAL RIVER, IN SECTION 21, TOWNSHIP 18 SOUTH,
 DQ3725'RANGE 17 EAST.
 DQ3725'
 DQ3725'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 (GULF TO LAKE
 DQ3725'HIGHWAY), NORTHEAST FIFTH STREET AND U.S. HIGHWAYS 19-98 (NORTH
 DQ3725'SUNCOAST BOULEVARD) IN CRYSTAL RIVER, GO SOUTHEAST ON U.S. HIGHWAYS
 DQ3725'19-98 (NORTH SUNCOAST BOULEVARD) FOR 0.45 MI (0.72 KM) TO THE JUNCTION
 DQ3725'OF KINGS BAY DRIVE ON THE RIGHT.  TURN RIGHT ON KINGS BAY DRIVE AND GO
 DQ3725'WEST FOR 0.15 MI (0.24 KM) TO THE INTERSECTION OF SOUTHEAST CUTLER
 DQ3725'SPUR BOULEVARD.  TURN LEFT ON SOUTHEAST CUTLER SPUR BOULEVARD AND GO
 DQ3725'SOUTH FOR ABOUT 400.0 FT (121.9 M) TO THE ENTRANCE GATE AT 3 SISTERS
 DQ3725'SPRING PARK ON THE RIGHT.  TURN RIGHT AND GO WEST THROUGH THE GATE FOR
 DQ3725'ABOUT 0.2 MI (0.3 KM) ALONG THE NORTH SHORE OF A WETLAND BORROW PIT TO
 DQ3725'A DATA COLLECTING SITE ON THE LEFT AND THE MARK ON THE LEFT, AN
 DQ3725'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 13.3 FT (4.1 M) WITH AN
 DQ3725'ALUMINUM DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DQ3725'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH A SHELL ROAD.
 DQ3725'
 DQ3725'LOCATED 131.0 FT (39.9 M) WEST OF THE APPROXIMATE EXTENDED CENTERLINE
 DQ3725'OF THE NORTH ENTRANCE ROAD, 64.0 FT (19.5 M) SOUTH OF THE APPROXIMATE
 DQ3725'CENTERLINE OF A SHELL ROAD, 33.1 FT (10.1 M) EAST OF SURVEY MARK
 DQ3725'780041 B, 9.8 FT (3.0 M) NORTHEAST OF A DATA COLLECTING SHELTER AND
 DQ3725'0.8 FT (24 CM) NORTH OF A CARSONITE WITNESS POST.
 DQ3725'
 DQ3725'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3726 ***********************************************************************
 DQ3726  DESIGNATION -  780041 B
 DQ3726  PID         -  DQ3726
 DQ3726  STATE/COUNTY-  FL/CITRUS
 DQ3726  COUNTRY     -  US
 DQ3726  USGS QUAD   -  CRYSTAL RIVER (2018)
 DQ3726
 DQ3726                         *CURRENT SURVEY CONTROL
 DQ3726  ______________________________________________________________________
 DQ3726* NAD 83(1986) POSITION- 28 53 28.06   (N) 082 35 26.05   (W)   HD_HELD1
 DQ3726* NAVD 88 ORTHO HEIGHT -     1.193 (meters)        3.91  (feet) ADJUSTED
 DQ3726  ______________________________________________________________________
 DQ3726  GEOID HEIGHT    -        -27.267 (meters)                     GEOID18
 DQ3726  DYNAMIC HEIGHT  -          1.191 (meters)        3.91  (feet) COMP
 DQ3726  MODELED GRAVITY -    979,224.7   (mgal)                       NAVD 88
 DQ3726
 DQ3726  VERT ORDER      -  FIRST     CLASS II
 DQ3726
 DQ3726.The horizontal coordinates were determined by differentially corrected
 DQ3726.hand held GPS observations or other comparable positioning techniques
 DQ3726.and have an estimated accuracy of +/- 3 meters.
 DQ3726
 DQ3726.The orthometric height was determined by differential leveling and
 DQ3726.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3726.in December 2016.
 DQ3726
 DQ3726.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3726.GEOID18 height accuracy estimate available here.
 DQ3726
 DQ3726.Click photographs - Photos may exist for this station.
 DQ3726
 DQ3726.The dynamic height is computed by dividing the NAVD 88
 DQ3726.geopotential number by the normal gravity value computed on the
 DQ3726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3726.degrees latitude (g = 980.6199 gals.).
 DQ3726
 DQ3726.The modeled gravity was interpolated from observed gravity values.
 DQ3726
 DQ3726;                    North         East    Units  Estimated Accuracy
 DQ3726;SPC FL W     -   505,107.3     142,398.2     MT  (+/- 3 meters HH1 GPS) 
 DQ3726
 DQ3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4490596963(NAD 83)
 DQ3726
 DQ3726                          SUPERSEDED SURVEY CONTROL
 DQ3726
 DQ3726.No superseded survey control is available for this station.
 DQ3726
 DQ3726_MARKER: DD = SURVEY DISK
 DQ3726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3726_STAMPING: 780041 B 2011 LB 6773
 DQ3726_MARK LOGO: SWFWMD
 DQ3726_PROJECTION: FLUSH
 DQ3726_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3726+STABILITY: SURFACE MOTION
 DQ3726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3726+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2015
 DQ3726
 DQ3726  HISTORY     - Date     Condition        Report By
 DQ3726  HISTORY     - 20111107 MONUMENTED       SWFWMD
 DQ3726  HISTORY     - 20151217 GOOD             FLDEP
 DQ3726
 DQ3726                          STATION DESCRIPTION
 DQ3726
 DQ3726'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3726'THE MARK IS AT 3 SISTERS SPRING PARK, ABOUT 6.1 MI (9.8 KM)
 DQ3726'SOUTH-SOUTHEAST OF RED LEVEL, 6.1 MI (9.8 KM) NORTHEAST OF OZELLO, 0.8
 DQ3726'MI (1.3 KM) SOUTH OF CRYSTAL RIVER, IN SECTION 21, TOWNSHIP 18 SOUTH,
 DQ3726'RANGE 17 EAST.
 DQ3726'
 DQ3726'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 (GULF TO LAKE
 DQ3726'HIGHWAY), NORTHEAST FIFTH STREET AND U.S. HIGHWAYS 19-98 (NORTH
 DQ3726'SUNCOAST BOULEVARD) IN CRYSTAL RIVER, GO SOUTHEAST ON U.S. HIGHWAYS
 DQ3726'19-98 (NORTH SUNCOAST BOULEVARD) FOR 0.45 MI (0.72 KM) TO THE JUNCTION
 DQ3726'OF KINGS BAY DRIVE ON THE RIGHT.  TURN RIGHT ON KINGS BAY DRIVE AND GO
 DQ3726'WEST FOR 0.15 MI (0.24 KM) TO THE INTERSECTION OF SOUTHEAST CUTLER
 DQ3726'SPUR BOULEVARD.  TURN LEFT ON SOUTHEAST CUTLER SPUR BOULEVARD AND GO
 DQ3726'SOUTH FOR ABOUT 400.0 FT (121.9 M) TO THE ENTRANCE GATE AT 3 SISTERS
 DQ3726'SPRING PARK ON THE RIGHT.  TURN RIGHT AND GO WEST THROUGH THE GATE FOR
 DQ3726'ABOUT 0.2 MI (0.3 KM) ALONG THE NORTH SHORE OF A WETLAND BORROW PIT TO
 DQ3726'A DATA COLLECTING SITE ON THE LEFT AND THE MARK ON THE LEFT, AN
 DQ3726'ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.5 FT (3.8 M) WITH AN
 DQ3726'ALUMINUM DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DQ3726'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH A SHELL ROAD.
 DQ3726'
 DQ3726'LOCATED 164.1 FT (50.0 M) WEST OF THE APPROXIMATE EXTENDED CENTERLINE
 DQ3726'OF THE NORTH ENTRANCE ROAD, 63.0 FT (19.2 M) SOUTH OF THE APPROXIMATE
 DQ3726'CENTERLINE OF A SHELL ROAD, 33.1 FT (10.1 M) WEST OF SURVEY MARK
 DQ3726'780041 A AND 1.1 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
 DQ3726'
 DQ3726'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3728 ***********************************************************************
 DQ3728  DESIGNATION -  780043 A
 DQ3728  PID         -  DQ3728
 DQ3728  STATE/COUNTY-  FL/CITRUS
 DQ3728  COUNTRY     -  US
 DQ3728  USGS QUAD   -  CRYSTAL RIVER (2018)
 DQ3728
 DQ3728                         *CURRENT SURVEY CONTROL
 DQ3728  ______________________________________________________________________
 DQ3728* NAD 83(1986) POSITION- 28 53 17.18   (N) 082 35 22.12   (W)   HD_HELD1
 DQ3728* NAVD 88 ORTHO HEIGHT -     0.737 (meters)        2.42  (feet) ADJUSTED
 DQ3728  ______________________________________________________________________
 DQ3728  GEOID HEIGHT    -        -27.263 (meters)                     GEOID18
 DQ3728  DYNAMIC HEIGHT  -          0.736 (meters)        2.41  (feet) COMP
 DQ3728  MODELED GRAVITY -    979,224.5   (mgal)                       NAVD 88
 DQ3728
 DQ3728  VERT ORDER      -  FIRST     CLASS II
 DQ3728
 DQ3728.The horizontal coordinates were determined by differentially corrected
 DQ3728.hand held GPS observations or other comparable positioning techniques
 DQ3728.and have an estimated accuracy of +/- 3 meters.
 DQ3728
 DQ3728.The orthometric height was determined by differential leveling and
 DQ3728.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3728.in December 2016.
 DQ3728
 DQ3728.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3728.GEOID18 height accuracy estimate available here.
 DQ3728
 DQ3728.Click photographs - Photos may exist for this station.
 DQ3728
 DQ3728.The dynamic height is computed by dividing the NAVD 88
 DQ3728.geopotential number by the normal gravity value computed on the
 DQ3728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3728.degrees latitude (g = 980.6199 gals.).
 DQ3728
 DQ3728.The modeled gravity was interpolated from observed gravity values.
 DQ3728
 DQ3728;                    North         East    Units  Estimated Accuracy
 DQ3728;SPC FL W     -   504,771.9     142,503.0     MT  (+/- 3 meters HH1 GPS) 
 DQ3728
 DQ3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4500796627(NAD 83)
 DQ3728
 DQ3728                          SUPERSEDED SURVEY CONTROL
 DQ3728
 DQ3728.No superseded survey control is available for this station.
 DQ3728
 DQ3728_MARKER: DD = SURVEY DISK
 DQ3728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3728_STAMPING: 780043 A 2011 LB 6773
 DQ3728_MARK LOGO: SWFWMD
 DQ3728_PROJECTION: FLUSH
 DQ3728_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3728+STABILITY: SURFACE MOTION
 DQ3728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3728+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2015
 DQ3728
 DQ3728  HISTORY     - Date     Condition        Report By
 DQ3728  HISTORY     - 20111108 MONUMENTED       SWFWMD
 DQ3728  HISTORY     - 20151217 GOOD             FLDEP
 DQ3728
 DQ3728                          STATION DESCRIPTION
 DQ3728
 DQ3728'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3728'THE MARK IS AT 3 SISTERS SPRINGS PARK, ABOUT 6.1 MI (9.8 KM)
 DQ3728'SOUTH-SOUTHEAST OF RED LEVEL, 6.1 MI (9.8 KM) NORTHEAST OF OZELLO, 0.8
 DQ3728'MI (1.3 KM) SOUTH OF CRYSTAL RIVER, IN SECTION 28, TOWNSHIP 18 SOUTH,
 DQ3728'RANGE 17 EAST.
 DQ3728'
 DQ3728'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 (GULF TO LAKE
 DQ3728'HIGHWAY), NORTHEAST FIFTH STREET AND U.S. HIGHWAYS 19-98 (NORTH
 DQ3728'SUNCOAST BOULEVARD) IN CRYSTAL RIVER, GO SOUTHEAST ON U.S. HIGHWAYS
 DQ3728'19-98 (NORTH SUNCOAST BOULEVARD) FOR 0.45 MI (0.72 KM) TO THE JUNCTION
 DQ3728'OF KINGS BAY DRIVE ON THE RIGHT.  TURN RIGHT ON KINGS BAY DRIVE AND GO
 DQ3728'WEST FOR 0.15 MI (0.24 KM) TO THE INTERSECTION OF SOUTHEAST CUTLER
 DQ3728'SPUR BOULEVARD.  TURN LEFT ON SOUTHEAST CUTLER SPUR BOULEVARD AND GO
 DQ3728'SOUTH FOR ABOUT 400.0 FT (121.9 M) TO THE ENTRANCE GATE AT 3 SISTERS
 DQ3728'SPRINGS PARK ON THE RIGHT.  TURN RIGHT AND GO WEST THROUGH THE GATE
 DQ3728'FOR ABOUT 0.25 MI (0.40 KM) TO THE WEST END OF A WETLAND BORROW PIT
 DQ3728'AND A 90-DEGREE CURVE ON THE LEFT.  TURN LEFT AND CONTINUE SOUTH AND
 DQ3728'SOUTHEAST ON THE SHELL ROAD FOR 0.3 MI (0.5 KM) TO THE SOUTHWEST END
 DQ3728'OF A SHELL PARKING LOT, NOW BY WALKING GO ABOUT 275.0 FT (83.8 M) WEST
 DQ3728'ALONG THE NORTH SHORE OF A CANAL TO THE 3 SISTERS SPRINGS OUTLET
 DQ3728'STREAM, A WELL SITE AND THE MARK AHEAD, AN ALUMINUM ROD DRIVEN TO
 DQ3728'REFUSAL AT A DEPTH OF 15.0 FT (4.6 M) WITH AN ALUMINUM DISK SET ON THE
 DQ3728'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH WITH THE
 DQ3728'GROUND AND ABOUT 1.7 FT (0.5 M) BELOW THE LEVEL OF A WOODEN BOARDWALK.
 DQ3728'LOCATED 28.5 FT (8.7 M) NORTH-NORTHWEST OF SURVEY MARK 780043 B, 25.0
 DQ3728'FT (7.6 M) NORTH OF THE SOUTH END OF A WOODEN BOARDWALK, 4.8 FT (1.5
 DQ3728'M) EAST OF THE EAST BANK OF AN OUTLET STREAM, 2.9 FT (0.9 M)
 DQ3728'EAST-NORTHEAST OF A 6-INCH (15 CM) UPRIGHT METAL WELL PIPE AND 1.7 FT
 DQ3728'(0.5 M) WEST OF THE WEST SIDE OF OF A WOODEN BOARDWALK.
 DQ3728'
 DQ3728'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3727 ***********************************************************************
 DQ3727  DESIGNATION -  780043 B
 DQ3727  PID         -  DQ3727
 DQ3727  STATE/COUNTY-  FL/CITRUS
 DQ3727  COUNTRY     -  US
 DQ3727  USGS QUAD   -  CRYSTAL RIVER (2018)
 DQ3727
 DQ3727                         *CURRENT SURVEY CONTROL
 DQ3727  ______________________________________________________________________
 DQ3727* NAD 83(1986) POSITION- 28 53 16.93   (N) 082 35 22.10   (W)   HD_HELD1
 DQ3727* NAVD 88 ORTHO HEIGHT -     0.790 (meters)        2.59  (feet) ADJUSTED
 DQ3727  ______________________________________________________________________
 DQ3727  GEOID HEIGHT    -        -27.263 (meters)                     GEOID18
 DQ3727  DYNAMIC HEIGHT  -          0.789 (meters)        2.59  (feet) COMP
 DQ3727  MODELED GRAVITY -    979,224.5   (mgal)                       NAVD 88
 DQ3727
 DQ3727  VERT ORDER      -  FIRST     CLASS II
 DQ3727
 DQ3727.The horizontal coordinates were determined by differentially corrected
 DQ3727.hand held GPS observations or other comparable positioning techniques
 DQ3727.and have an estimated accuracy of +/- 3 meters.
 DQ3727
 DQ3727.The orthometric height was determined by differential leveling and
 DQ3727.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3727.in December 2016.
 DQ3727
 DQ3727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3727.GEOID18 height accuracy estimate available here.
 DQ3727
 DQ3727.Click photographs - Photos may exist for this station.
 DQ3727
 DQ3727.The dynamic height is computed by dividing the NAVD 88
 DQ3727.geopotential number by the normal gravity value computed on the
 DQ3727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3727.degrees latitude (g = 980.6199 gals.).
 DQ3727
 DQ3727.The modeled gravity was interpolated from observed gravity values.
 DQ3727
 DQ3727;                    North         East    Units  Estimated Accuracy
 DQ3727;SPC FL W     -   504,764.2     142,503.5     MT  (+/- 3 meters HH1 GPS) 
 DQ3727
 DQ3727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4500896619(NAD 83)
 DQ3727
 DQ3727                          SUPERSEDED SURVEY CONTROL
 DQ3727
 DQ3727.No superseded survey control is available for this station.
 DQ3727
 DQ3727_MARKER: DD = SURVEY DISK
 DQ3727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3727_STAMPING: 780043 B 2011 LB 6773
 DQ3727_MARK LOGO: SWFWMD
 DQ3727_PROJECTION: FLUSH
 DQ3727_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3727+STABILITY: SURFACE MOTION
 DQ3727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3727+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2015
 DQ3727
 DQ3727  HISTORY     - Date     Condition        Report By
 DQ3727  HISTORY     - 20111107 MONUMENTED       SWFWMD
 DQ3727  HISTORY     - 20151217 GOOD             FLDEP
 DQ3727
 DQ3727                          STATION DESCRIPTION
 DQ3727
 DQ3727'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3727'THE MARK IS AT 3 SISTERS SPRINGS PARK, ABOUT 6.1 MI (9.8 KM)
 DQ3727'SOUTH-SOUTHEAST OF RED LEVEL, 6.1 MI (9.8 KM) NORTHEAST OF OZELLO, 0.8
 DQ3727'MI (1.3 KM) SOUTH OF CRYSTAL RIVER, IN SECTION 28, TOWNSHIP 18 SOUTH,
 DQ3727'RANGE 17 EAST.
 DQ3727'
 DQ3727'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 (GULF TO LAKE
 DQ3727'HIGHWAY), NORTHEAST FIFTH STREET AND U.S. HIGHWAYS 19-98 (NORTH
 DQ3727'SUNCOAST BOULEVARD) IN CRYSTAL RIVER, GO SOUTHEAST ON U.S. HIGHWAYS
 DQ3727'19-98 (NORTH SUNCOAST BOULEVARD) FOR 0.45 MI (0.72 KM) TO THE JUNCTION
 DQ3727'OF KINGS BAY DRIVE ON THE RIGHT.  TURN RIGHT ON KINGS BAY DRIVE AND GO
 DQ3727'WEST FOR 0.15 MI (0.24 KM) TO THE INTERSECTION OF SOUTHEAST CUTLER
 DQ3727'SPUR BOULEVARD.  TURN LEFT ON SOUTHEAST CUTLER SPUR BOULEVARD AND GO
 DQ3727'SOUTH FOR ABOUT 400.0 FT (121.9 M) TO THE ENTRANCE GATE AT 3 SISTERS
 DQ3727'SPRINGS PARK ON THE RIGHT.  TURN RIGHT AND GO WEST THROUGH THE GATE
 DQ3727'FOR ABOUT 0.25 MI (0.40 KM) TO THE WEST END OF A WETLAND BORROW PIT
 DQ3727'AND A 90-DEGREE CURVE ON THE LEFT.  TURN LEFT AND CONTINUE SOUTH AND
 DQ3727'SOUTHEAST ON THE SHELL ROAD FOR 0.3 MI (0.5 KM) TO THE SOUTHWEST END
 DQ3727'OF A SHELL PARKING LOT, NOW BY WALKING GO ABOUT 275.0 FT (83.8 M) WEST
 DQ3727'ALONG THE NORTH SHORE OF A CANAL TO THE 3 SISTERS SPRINGS OUTLET
 DQ3727'STREAM, A WELL SITE AND THE MARK AHEAD, AN ALUMINUM ROD DRIVEN TO
 DQ3727'REFUSAL AT A DEPTH OF 18.5 FT (5.6 M) WITH AN ALUMINUM DISK SET ON THE
 DQ3727'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH WITH THE
 DQ3727'GROUND AND ABOUT 1.7 FT (0.5 M) BELOW THE LEVEL OF A WOODEN BOARDWALK.
 DQ3727'LOCATED 28.5 FT (8.7 M) SOUTH-SOUTHEAST OF SURVEY MARK 780043 A, 12.0
 DQ3727'FT (3.7 M) EAST OF THE EAST BANK OF AN OUTLET STREAM, 1.6 FT (0.5 M)
 DQ3727'SOUTH OF THE SOUTH END OF A WOODEN BOARDWALK AND 1.5 FT (0.5 M) NORTH
 DQ3727'OF A METAL WITNESS POST.
 DQ3727'
 DQ3727'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5710 ***********************************************************************
 DL5710  DESIGNATION -  780099A
 DL5710  PID         -  DL5710
 DL5710  STATE/COUNTY-  FL/ST JOHNS
 DL5710  COUNTRY     -  US
 DL5710  USGS QUAD   -  SAINT AUGUSTINE (2018)
 DL5710
 DL5710                         *CURRENT SURVEY CONTROL
 DL5710  ______________________________________________________________________
 DL5710* NAD 83(1986) POSITION- 29 54 56.     (N) 081 18 22.     (W)   SCALED
 DL5710* NAVD 88 ORTHO HEIGHT -     4.267 (meters)       14.00  (feet) ADJUSTED
 DL5710  ______________________________________________________________________
 DL5710  GEOID HEIGHT    -        -28.620 (meters)                     GEOID18
 DL5710  DYNAMIC HEIGHT  -          4.262 (meters)       13.98  (feet) COMP
 DL5710  MODELED GRAVITY -    979,323.2   (mgal)                       NAVD 88
 DL5710
 DL5710  VERT ORDER      -  FIRST     CLASS II
 DL5710
 DL5710.The horizontal coordinates were scaled from a map and have
 DL5710.an estimated accuracy of +/- 6 seconds.
 DL5710
 DL5710.The orthometric height was determined by differential leveling and
 DL5710.adjusted by the NATIONAL GEODETIC SURVEY
 DL5710.in January 2010.
 DL5710
 DL5710.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5710.GEOID18 height accuracy estimate available here.
 DL5710
 DL5710.Click photographs - Photos may exist for this station.
 DL5710
 DL5710.The dynamic height is computed by dividing the NAVD 88
 DL5710.geopotential number by the normal gravity value computed on the
 DL5710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5710.degrees latitude (g = 980.6199 gals.).
 DL5710
 DL5710.The modeled gravity was interpolated from observed gravity values.
 DL5710
 DL5710;                    North         East    Units  Estimated Accuracy
 DL5710;SPC FL E     -   618,550.      170,440.      MT  (+/- 180 meters Scaled)
 DL5710
 DL5710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP704094(NAD 83)
 DL5710
 DL5710                          SUPERSEDED SURVEY CONTROL
 DL5710
 DL5710.No superseded survey control is available for this station.
 DL5710
 DL5710_MARKER: DD = SURVEY DISK
 DL5710_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5710_SP_SET: BRIDGE RAIL
 DL5710_STAMPING: 780099 A
 DL5710_MARK LOGO: FLDT
 DL5710_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5710_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5710_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5710+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2024
 DL5710
 DL5710  HISTORY     - Date     Condition        Report By
 DL5710  HISTORY     - UNK      MONUMENTED       FLDT
 DL5710  HISTORY     - 20070426 GOOD             FLDEP
 DL5710  HISTORY     - 20240207 GOOD             INDIV
 DL5710
 DL5710                          STATION DESCRIPTION
 DL5710
 DL5710'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5710'THE MARK IS ABOUT 2.0 MI (3.2 KM) NORTHEAST OF SAINT AUGUSTINE, CITY
 DL5710'OF SAINT AUGUSTINE (GRANT).
 DL5710'
 DL5710'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DL5710'SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE
 DL5710'NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE
 DL5710'LEON BOULEVARD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF WEST SAN
 DL5710'CARLOS AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT, TURN LEFT ON WEST
 DL5710'SAN CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF
 DL5710'SAN MARCO AVENUE (STATE HIGHWAY A1A NORTH), TURN LEFT ON SAN MARCO
 DL5710'AVENUE (STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5
 DL5710'M) TO THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE
 DL5710'RIGHT, TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST
 DL5710'FOR 0.95 MI (1.5 KM) TO THE WEST END OF THE FRANCIS AND MARY USINA
 DL5710'BRIDGE NUMBER 780099 SPANNING THE TOLOMATO RIVER INTRACOASTAL WATERWAY
 DL5710'AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE SOUTHEAST
 DL5710'BRIDGE RAIL, ABOUT 2.7 FT (0.8 M) ABOVE THE LEVEL OF MAY STREET.
 DL5710'
 DL5710'LOCATED 23.3 FT (7.1 M) EAST-SOUTHEAST OF THE CENTERLINE OF THE MAY
 DL5710'STREET AND 1.1 FT (0.3 M) NORTH-NORTHEAST OF THE SOUTH END OF THE
 DL5710'BRIDGE RAIL.
 DL5710
 DL5710                          STATION RECOVERY (2024)
 DL5710
 DL5710'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (STH)
 DL5710'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5711 ***********************************************************************
 DL5711  DESIGNATION -  780099B
 DL5711  PID         -  DL5711
 DL5711  STATE/COUNTY-  FL/ST JOHNS
 DL5711  COUNTRY     -  US
 DL5711  USGS QUAD   -  SAINT AUGUSTINE (2018)
 DL5711
 DL5711                         *CURRENT SURVEY CONTROL
 DL5711  ______________________________________________________________________
 DL5711* NAD 83(1986) POSITION- 29 55 05.7    (N) 081 17 40.6    (W)   HD_HELD2
 DL5711* NAVD 88 ORTHO HEIGHT -     4.156 (meters)       13.64  (feet) ADJUSTED
 DL5711  ______________________________________________________________________
 DL5711  GEOID HEIGHT    -        -28.628 (meters)                     GEOID18
 DL5711  DYNAMIC HEIGHT  -          4.151 (meters)       13.62  (feet) COMP
 DL5711  MODELED GRAVITY -    979,323.9   (mgal)                       NAVD 88
 DL5711
 DL5711  VERT ORDER      -  FIRST     CLASS II
 DL5711
 DL5711.The horizontal coordinates were established by autonomous hand held GPS
 DL5711.observations and have an estimated accuracy of +/- 10 meters.
 DL5711
 DL5711.The orthometric height was determined by differential leveling and
 DL5711.adjusted by the NATIONAL GEODETIC SURVEY
 DL5711.in January 2010.
 DL5711
 DL5711.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5711.GEOID18 height accuracy estimate available here.
 DL5711
 DL5711.Click photographs - Photos may exist for this station.
 DL5711
 DL5711.The dynamic height is computed by dividing the NAVD 88
 DL5711.geopotential number by the normal gravity value computed on the
 DL5711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5711.degrees latitude (g = 980.6199 gals.).
 DL5711
 DL5711.The modeled gravity was interpolated from observed gravity values.
 DL5711
 DL5711;                    North         East    Units  Estimated Accuracy
 DL5711;SPC FL E     -   618,842.      171,552.      MT  (+/- 10 meters HH2 GPS)
 DL5711
 DL5711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP7156209763(NAD 83)
 DL5711
 DL5711                          SUPERSEDED SURVEY CONTROL
 DL5711
 DL5711.No superseded survey control is available for this station.
 DL5711
 DL5711_MARKER: DD = SURVEY DISK
 DL5711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5711_SP_SET: BRIDGE RAIL
 DL5711_STAMPING: 780099 B
 DL5711_MARK LOGO: FLDT
 DL5711_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5711+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2024
 DL5711
 DL5711  HISTORY     - Date     Condition        Report By
 DL5711  HISTORY     - UNK      MONUMENTED       FLDT
 DL5711  HISTORY     - 20070426 GOOD             FLDEP
 DL5711  HISTORY     - 20200211 GOOD             USPSQD
 DL5711  HISTORY     - 20240207 GOOD             INDIV
 DL5711
 DL5711                          STATION DESCRIPTION
 DL5711
 DL5711'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5711'THE MARK IS ABOUT 2.0 MI (3.2 KM) EAST OF SAINT AUGUSTINE, IN SECTION
 DL5711'9, TOWNSHIP 7 SOUTH, RANGE 30 EAST.
 DL5711'
 DL5711'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DL5711'SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE
 DL5711'NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE
 DL5711'LEON BOULEVARD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF WEST SAN
 DL5711'CARLOS AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT, TURN LEFT ON WEST
 DL5711'SAN CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF
 DL5711'SAN MARCO AVENUE (STATE HIGHWAY A1A NORTH), TURN LEFT ON SAN MARCO
 DL5711'AVENUE (STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5
 DL5711'M) TO THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE
 DL5711'RIGHT, TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST
 DL5711'FOR 1.7 MI (2.7 KM) TO THE EAST END OF BRIDGE NUMBER 780099 AND THE
 DL5711'MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE NORTHEAST BRIDGE RAIL
 DL5711'ABOUT 2.8 FT (0.9 M) ABOVE THE LEVEL OF MAY STREET (STATE HIGHWAY A1A
 DL5711'NORTH).
 DL5711'
 DL5711'LOCATED 23.3 FT (7.1 M) NORTH-NORTHWEST OF THE CENTERLINE OF STATE
 DL5711'HIGHWAY A1A WESTBOUND LANES AND 1.2 FT (0.4 M) WEST OF THE EAST END OF
 DL5711'THE NORTHEAST BRIDGE RAIL OF STATE HIGHWAY A1A WESTBOUND LANES.
 DL5711
 DL5711                          STATION RECOVERY (2020)
 DL5711
 DL5711'RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)
 DL5711'RECOVERED IN GOOD CONDITION.
 DL5711
 DL5711                          STATION RECOVERY (2024)
 DL5711
 DL5711'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (STH)
 DL5711'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2643 ***********************************************************************
 DM2643  DESIGNATION -  7801008 10
 DM2643  PID         -  DM2643
 DM2643  STATE/COUNTY-  FL/ST JOHNS
 DM2643  COUNTRY     -  US
 DM2643  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 DM2643
 DM2643                         *CURRENT SURVEY CONTROL
 DM2643  ______________________________________________________________________
 DM2643* NAD 83(1986) POSITION- 29 49 17.0    (N) 081 19 20.8    (W)   HD_HELD2
 DM2643* NAVD 88 ORTHO HEIGHT -     4.983 (meters)       16.35  (feet) ADJUSTED
 DM2643  ______________________________________________________________________
 DM2643  GEOID HEIGHT    -        -28.692 (meters)                     GEOID18
 DM2643  DYNAMIC HEIGHT  -          4.977 (meters)       16.33  (feet) COMP
 DM2643  MODELED GRAVITY -    979,305.1   (mgal)                       NAVD 88
 DM2643
 DM2643  VERT ORDER      -  FIRST     CLASS II
 DM2643
 DM2643.The horizontal coordinates were established by autonomous hand held GPS
 DM2643.observations and have an estimated accuracy of +/- 10 meters.
 DM2643
 DM2643.The orthometric height was determined by differential leveling and
 DM2643.adjusted by the NATIONAL GEODETIC SURVEY
 DM2643.in December 2010.
 DM2643
 DM2643.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2643.GEOID18 height accuracy estimate available here.
 DM2643
 DM2643.Click photographs - Photos may exist for this station.
 DM2643
 DM2643.The dynamic height is computed by dividing the NAVD 88
 DM2643.geopotential number by the normal gravity value computed on the
 DM2643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2643.degrees latitude (g = 980.6199 gals.).
 DM2643
 DM2643.The modeled gravity was interpolated from observed gravity values.
 DM2643
 DM2643;                    North         East    Units  Estimated Accuracy
 DM2643;SPC FL E     -   608,113.      168,835.      MT  (+/- 10 meters HH2 GPS)
 DM2643
 DM2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN6884599037(NAD 83)
 DM2643
 DM2643                          SUPERSEDED SURVEY CONTROL
 DM2643
 DM2643.No superseded survey control is available for this station.
 DM2643
 DM2643_MARKER: DD = SURVEY DISK
 DM2643_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM2643_SP_SET: BRIDGE GUARDRAIL
 DM2643_STAMPING: 7801008 BM 10
 DM2643_MARK LOGO: FLDT
 DM2643_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2643_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM2643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM2643+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2009
 DM2643
 DM2643  HISTORY     - Date     Condition        Report By
 DM2643  HISTORY     - UNK      MONUMENTED       FLDT
 DM2643  HISTORY     - 20090206 GOOD             FLDEP
 DM2643
 DM2643                          STATION DESCRIPTION
 DM2643
 DM2643'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM2643'THE MARK IS ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF ELKTON, 5.1 MI
 DM2643'(8.1 KM) SOUTH OF SAINT AUGUSTINE, 4.0 MI (6.4 KM) WEST-SOUTHWEST OF
 DM2643'SAINT AUGUSTINE BEACH, IN SECTION 48, TOWNSHIP 8 SOUTH, RANGE 30 EAST.
 DM2643'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 207 AND U.S. HIGHWAY
 DM2643'1 IN SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 FOR 4.1 MI (6.6 KM)
 DM2643'TO THE SOUTH END OF THE MOULTRIE CREEK NORTHBOUND BRIDGE AND THE MARK
 DM2643'ON THE LEFT, SET FLUSH IN THE TOP OF THE SOUTHEAST CONCRETE BRIDGE
 DM2643'GUARDRAIL AND ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF U.S. HIGHWAY 1.
 DM2643'
 DM2643'LOCATED 34.3 FT NORTH OF THE APPROXIMATED CENTERLINE OF VAILL POINT
 DM2643'ROAD, 23.3 FT EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 1
 DM2643'NORTHBOUND LANES AND 4.0 FT NORTH OF THE SOUTH END OF A CONCRETE
 DM2643'GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6629 ***********************************************************************
 DP6629  DESIGNATION -  780144
 DP6629  PID         -  DP6629
 DP6629  STATE/COUNTY-  FL/MANATEE
 DP6629  COUNTRY     -  US
 DP6629  USGS QUAD   -  PARRISH (2018)
 DP6629
 DP6629                         *CURRENT SURVEY CONTROL
 DP6629  ______________________________________________________________________
 DP6629* NAD 83(1986) POSITION- 27 34 53.4    (N) 082 26 10.8    (W)   HD_HELD2
 DP6629* NAVD 88 ORTHO HEIGHT -    10.966 (meters)       35.98  (feet) ADJUSTED
 DP6629  ______________________________________________________________________
 DP6629  GEOID HEIGHT    -        -24.705 (meters)                     GEOID18
 DP6629  DYNAMIC HEIGHT  -         10.949 (meters)       35.92  (feet) COMP
 DP6629  MODELED GRAVITY -    979,143.9   (mgal)                       NAVD 88
 DP6629
 DP6629  VERT ORDER      -  FIRST     CLASS II
 DP6629
 DP6629.The horizontal coordinates were established by autonomous hand held GPS
 DP6629.observations and have an estimated accuracy of +/- 10 meters.
 DP6629
 DP6629.The orthometric height was determined by differential leveling and
 DP6629.adjusted by the NATIONAL GEODETIC SURVEY
 DP6629.in April 2015.
 DP6629
 DP6629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6629.GEOID18 height accuracy estimate available here.
 DP6629
 DP6629.Click photographs - Photos may exist for this station.
 DP6629
 DP6629.The dynamic height is computed by dividing the NAVD 88
 DP6629.geopotential number by the normal gravity value computed on the
 DP6629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6629.degrees latitude (g = 980.6199 gals.).
 DP6629
 DP6629.The modeled gravity was interpolated from observed gravity values.
 DP6629
 DP6629;                    North         East    Units  Estimated Accuracy
 DP6629;SPC FL W     -   359,911.      156,919.      MT  (+/- 10 meters HH2 GPS)
 DP6629
 DP6629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5822551667(NAD 83)
 DP6629
 DP6629                          SUPERSEDED SURVEY CONTROL
 DP6629
 DP6629.No superseded survey control is available for this station.
 DP6629
 DP6629_MARKER: DD = SURVEY DISK
 DP6629_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6629_STAMPING: 780144 2013
 DP6629_MARK LOGO: SWFWMD
 DP6629_PROJECTION: RECESSED 10 CENTIMETERS
 DP6629_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP6629+STABILITY: SURFACE MOTION
 DP6629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6629+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 DP6629_ROD/PIPE-DEPTH: 10.0 meters
 DP6629
 DP6629  HISTORY     - Date     Condition        Report By
 DP6629  HISTORY     - 20131025 MONUMENTED       SWFWMD
 DP6629  HISTORY     - 20140507 GOOD             FLDEP
 DP6629
 DP6629                          STATION DESCRIPTION
 DP6629
 DP6629'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6629'THE MARK IS ABOUT 9.3 MI (15.0 KM) EAST-NORTHEAST OF PALMETTO, 6.3 MI
 DP6629'(10.1 KM) NORTHWEST OF RYE, 0.8 MI (1.3 KM) WEST-SOUTHWEST OF PARRISH,
 DP6629'IN SECTION 30, TOWNSHIP 33 SOUTH, RANGE 19 EAST.
 DP6629'
 DP6629'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DP6629'ROAD 62 INCH (157 CM) PARRISH, GO SOUTH ON U.S. HIGHWAY 301 FOR ABOUT
 DP6629'250.0 FT (76.2 M) TO THE JUNCTION OF ERIE ROAD ON THE RIGHT.  TURN
 DP6629'RIGHT ON ERIE ROAD AND GO WEST AND SOUTHWEST FOR 0.8 MI (1.3 KM) TO
 DP6629'THE JUNCTION OF A DIRT ROAD ON THE LEFT.  TURN LEFT ON THE DIRT ROAD
 DP6629'AND GO SOUTH FOR 0.25 MI (0.4 KM) TO A Y-JUNCTION OF THE DIRT ROAD AND
 DP6629'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A
 DP6629'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) CONCRETE MONUMENT,
 DP6629'RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3
 DP6629'M) BELOW THE LEVEL OF THE DIRT ROAD.
 DP6629'
 DP6629'LOCATED 103.5 FT (31.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DP6629'DIRT ROAD, 52.5 FT (16.0 M) SOUTH OF SURVEY MARK 786375 AND 0.8 FT (24
 DP6629'CM) NORTH OF THE SOUTHERN MOST WELL BOX WITH WITNESS POST STICKER
 DP6629'ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4798 ***********************************************************************
 DP4798  DESIGNATION -  782722 A
 DP4798  PID         -  DP4798
 DP4798  STATE/COUNTY-  FL/CHARLOTTE
 DP4798  COUNTRY     -  US
 DP4798  USGS QUAD   -  EL JOBEAN (2018)
 DP4798
 DP4798                         *CURRENT SURVEY CONTROL
 DP4798  ______________________________________________________________________
 DP4798* NAD 83(1986) POSITION- 26 57 32.58   (N) 082 07 52.66   (W)   HD_HELD1
 DP4798* NAVD 88 ORTHO HEIGHT -     1.865 (meters)        6.12  (feet) ADJUSTED
 DP4798  ______________________________________________________________________
 DP4798  GEOID HEIGHT    -        -23.959 (meters)                     GEOID18
 DP4798  DYNAMIC HEIGHT  -          1.862 (meters)        6.11  (feet) COMP
 DP4798  MODELED GRAVITY -    979,120.3   (mgal)                       NAVD 88
 DP4798
 DP4798  VERT ORDER      -  FIRST     CLASS II
 DP4798
 DP4798.The horizontal coordinates were determined by differentially corrected
 DP4798.hand held GPS observations or other comparable positioning techniques
 DP4798.and have an estimated accuracy of +/- 3 meters.
 DP4798
 DP4798.The orthometric height was determined by differential leveling and
 DP4798.adjusted by the NATIONAL GEODETIC SURVEY
 DP4798.in February 2015.
 DP4798
 DP4798.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4798.GEOID18 height accuracy estimate available here.
 DP4798
 DP4798.Click photographs - Photos may exist for this station.
 DP4798
 DP4798.The dynamic height is computed by dividing the NAVD 88
 DP4798.geopotential number by the normal gravity value computed on the
 DP4798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4798.degrees latitude (g = 980.6199 gals.).
 DP4798
 DP4798.The modeled gravity was interpolated from observed gravity values.
 DP4798
 DP4798;                    North         East    Units  Estimated Accuracy
 DP4798;SPC FL W     -   290,873.7     186,964.4     MT  (+/- 3 meters HH1 GPS) 
 DP4798
 DP4798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8771382402(NAD 83)
 DP4798
 DP4798                          SUPERSEDED SURVEY CONTROL
 DP4798
 DP4798.No superseded survey control is available for this station.
 DP4798
 DP4798_MARKER: DD = SURVEY DISK
 DP4798_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4798_STAMPING: 782722 A 2014
 DP4798_MARK LOGO: SWFWMD
 DP4798_PROJECTION: RECESSED 8 CENTIMETERS
 DP4798_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4798+STABILITY: SURFACE MOTION
 DP4798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4798+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2016
 DP4798_ROD/PIPE-DEPTH: 24.4 meters
 DP4798
 DP4798  HISTORY     - Date     Condition        Report By
 DP4798  HISTORY     - 20140311 MONUMENTED       FLDEP
 DP4798  HISTORY     - 20160718 GOOD             HSS
 DP4798
 DP4798                          STATION DESCRIPTION
 DP4798
 DP4798'DESCRIBED BY FL DEPT OF ENV PRO 2014 (JRH)
 DP4798'THE MARK IS ABOUT 5.7 MI (9.2 KM) WEST-NORTHWEST OF PUNTA GORDA, 4.9
 DP4798'MI (7.9 KM) EAST OF EL JOBEAN, 3.8 MI (6.1 KM) SOUTH-SOUTHEAST OF
 DP4798'MURDOCK, IN SECTION 29, TOWNSHIP 40, RANGE 22 EAST.
 DP4798'
 DP4798'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DP4798'TRAIL) AND STATE ROAD 776 SOUTH (EDGEWATER DRIVE ON THE LEFT AND
 DP4798'HARBOR VIEW ROAD ON THE RIGHT) IN PORT CHARLOTTE, GO WEST ON STATE
 DP4798'ROAD 776 (EDGEWATER DRIVE) FOR 2.2 MI (3.5 KM) TO THE JUNCTION OF PORT
 DP4798'CHARLOTTE BOULEVARD ON THE RIGHT.  CONTINUE WEST ON STATE ROAD 776
 DP4798'(EDGEWATER DRIVE) FOR 1.45 MI (2.3 KM) TO THE INTERSECTION OF MIDWAY
 DP4798'BOULEVARD.  TURN LEFT ON MIDWAY BOULEVARD AND GO SOUTH FOR 1.0 MI (1.6
 DP4798'KM) TO THE JUNCTION OF OHARA DRIVE ON THE RIGHT AND THE MARK ON THE
 DP4798'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4
 DP4798'M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP4798'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM)
 DP4798'BELOW THE LEVEL OF THE GROUND AND ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL
 DP4798'OF MIDWAY BOULEVARD.
 DP4798'
 DP4798'LOCATED 79.0 FT (24.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF OHARA
 DP4798'DRIVE, 67.5 FT (20.6 M) WEST OF THE APPROXIMATE CENTERLINE OF MIDWAY
 DP4798'BOULEVARD, 2.9 FT (0.9 M) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A
 DP4798'6.0 FT (1.8 M) TALL CHAIN LINK FENCE AND 2.6 FT (0.8 M) EAST OF A
 DP4798'CARSONITE WITNESS POST.
 DP4798'
 DP4798'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4798'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4798
 DP4798                          STATION RECOVERY (2016)
 DP4798
 DP4798'RECOVERY NOTE BY HYATT SURVEY SERVICES 2016 (MJW)
 DP4798'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4799 ***********************************************************************
 DP4799  DESIGNATION -  782722 B
 DP4799  PID         -  DP4799
 DP4799  STATE/COUNTY-  FL/CHARLOTTE
 DP4799  COUNTRY     -  US
 DP4799  USGS QUAD   -  EL JOBEAN (2018)
 DP4799
 DP4799                         *CURRENT SURVEY CONTROL
 DP4799  ______________________________________________________________________
 DP4799* NAD 83(1986) POSITION- 26 57 33.0    (N) 082 07 46.3    (W)   HD_HELD2
 DP4799* NAVD 88 ORTHO HEIGHT -     1.152 (meters)        3.78  (feet) ADJUSTED
 DP4799  ______________________________________________________________________
 DP4799  GEOID HEIGHT    -        -23.961 (meters)                     GEOID18
 DP4799  DYNAMIC HEIGHT  -          1.151 (meters)        3.78  (feet) COMP
 DP4799  MODELED GRAVITY -    979,120.2   (mgal)                       NAVD 88
 DP4799
 DP4799  VERT ORDER      -  FIRST     CLASS II
 DP4799
 DP4799.The horizontal coordinates were established by autonomous hand held GPS
 DP4799.observations and have an estimated accuracy of +/- 10 meters.
 DP4799
 DP4799.The orthometric height was determined by differential leveling and
 DP4799.adjusted by the NATIONAL GEODETIC SURVEY
 DP4799.in February 2015.
 DP4799
 DP4799.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4799.GEOID18 height accuracy estimate available here.
 DP4799
 DP4799.Click photographs - Photos may exist for this station.
 DP4799
 DP4799.The dynamic height is computed by dividing the NAVD 88
 DP4799.geopotential number by the normal gravity value computed on the
 DP4799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4799.degrees latitude (g = 980.6199 gals.).
 DP4799
 DP4799.The modeled gravity was interpolated from observed gravity values.
 DP4799
 DP4799;                    North         East    Units  Estimated Accuracy
 DP4799;SPC FL W     -   290,886.      187,140.      MT  (+/- 10 meters HH2 GPS)
 DP4799
 DP4799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8788882413(NAD 83)
 DP4799
 DP4799                          SUPERSEDED SURVEY CONTROL
 DP4799
 DP4799.No superseded survey control is available for this station.
 DP4799
 DP4799_MARKER: DD = SURVEY DISK
 DP4799_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4799_STAMPING: 782722 B 2014
 DP4799_MARK LOGO: SWFWMD
 DP4799_PROJECTION: RECESSED 8 CENTIMETERS
 DP4799_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4799+STABILITY: SURFACE MOTION
 DP4799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4799+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2016
 DP4799_ROD/PIPE-DEPTH: 24.4 meters
 DP4799
 DP4799  HISTORY     - Date     Condition        Report By
 DP4799  HISTORY     - 20140311 MONUMENTED       FLDEP
 DP4799  HISTORY     - 20160718 GOOD             HSS
 DP4799
 DP4799                          STATION DESCRIPTION
 DP4799
 DP4799'DESCRIBED BY FL DEPT OF ENV PRO 2014 (JRH)
 DP4799'THE MARK IS ABOUT 5.6 MI (9.0 KM) WEST-NORTHWEST OF PUNTA GORDA, 5.0
 DP4799'MI (8.0 KM) EAST OF EL JOBEAN, 3.8 MI (6.1 KM) SOUTH-SOUTHEAST OF
 DP4799'MURDOCK, IN SECTION 29, TOWNSHIP 40, RANGE 22 EAST.
 DP4799'
 DP4799'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DP4799'TRAIL) AND STATE ROAD 776 SOUTH (EDGEWATER DRIVE ON THE LEFT AND
 DP4799'HARBOR VIEW ROAD ON THE RIGHT) IN PORT CHARLOTTE, GO WEST ON STATE
 DP4799'ROAD 776 (EDGEWATER DRIVE) FOR 2.2 MI (3.5 KM) TO THE JUNCTION OF PORT
 DP4799'CHARLOTTE BOULEVARD ON THE RIGHT.  CONTINUE WEST ON STATE ROAD 776
 DP4799'(EDGEWATER DRIVE) FOR 1.45 MI (2.3 KM) TO THE INTERSECTION OF MIDWAY
 DP4799'BOULEVARD.  TURN LEFT ON MIDWAY BOULEVARD AND GO SOUTH FOR 1.0 MI (1.6
 DP4799'KM) TO THE JUNCTION OF OHARA DRIVE ON THE RIGHT.  TURN LEFT ON THE
 DP4799'DIRT TRAIL ROAD AND GO EAST FOR 0.15 TO THE WEST EDGE OF A CANAL AND
 DP4799'THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DP4799'80.0 FT (24.4 M) WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH
 DP4799'(30 CM) ROUND CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED
 DP4799'0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND.
 DP4799'
 DP4799'LOCATED 78.5 FT (23.9 M) SOUTHEAST OF A 12-INCH (30 CM) WOODEN POWER
 DP4799'POLE AT THE LINES END, 11.3 FT (3.4 M) SOUTH-SOUTHWEST OF AN 18-INCH
 DP4799'(46 CM) CABBAGE PALM ON THE BANK OF THE CANAL, 9.0 FT (2.7 M) WEST OF
 DP4799'THE TOP OF THE BANK OF THE CANAL AND 1.5 FT (0.5 M) WEST OF A
 DP4799'CARSONITE WITNESS POST.
 DP4799'
 DP4799'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4799'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP4799
 DP4799                          STATION RECOVERY (2016)
 DP4799
 DP4799'RECOVERY NOTE BY HYATT SURVEY SERVICES 2016 (MJW)
 DP4799'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6064 ***********************************************************************
 DP6064  DESIGNATION -  782887
 DP6064  PID         -  DP6064
 DP6064  STATE/COUNTY-  FL/SARASOTA
 DP6064  COUNTRY     -  US
 DP6064  USGS QUAD   -  BEE RIDGE (2018)
 DP6064
 DP6064                         *CURRENT SURVEY CONTROL
 DP6064  ______________________________________________________________________
 DP6064* NAD 83(1986) POSITION- 27 16 35.1    (N) 082 28 58.5    (W)   HD_HELD2
 DP6064* NAVD 88 ORTHO HEIGHT -     9.784 (meters)       32.10  (feet) ADJUSTED
 DP6064  ______________________________________________________________________
 DP6064  GEOID HEIGHT    -        -24.292 (meters)                     GEOID18
 DP6064  DYNAMIC HEIGHT  -          9.769 (meters)       32.05  (feet) COMP
 DP6064  MODELED GRAVITY -    979,127.6   (mgal)                       NAVD 88
 DP6064
 DP6064  VERT ORDER      -  FIRST     CLASS II
 DP6064
 DP6064.The horizontal coordinates were established by autonomous hand held GPS
 DP6064.observations and have an estimated accuracy of +/- 10 meters.
 DP6064
 DP6064.The orthometric height was determined by differential leveling and
 DP6064.adjusted by the NATIONAL GEODETIC SURVEY
 DP6064.in July 2015.
 DP6064
 DP6064.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6064.GEOID18 height accuracy estimate available here.
 DP6064
 DP6064.Click photographs - Photos may exist for this station.
 DP6064
 DP6064.The dynamic height is computed by dividing the NAVD 88
 DP6064.geopotential number by the normal gravity value computed on the
 DP6064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6064.degrees latitude (g = 980.6199 gals.).
 DP6064
 DP6064.The modeled gravity was interpolated from observed gravity values.
 DP6064
 DP6064;                    North         East    Units  Estimated Accuracy
 DP6064;SPC FL W     -   326,123.      152,188.      MT  (+/- 10 meters HH2 GPS)
 DP6064
 DP6064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5322417922(NAD 83)
 DP6064
 DP6064                          SUPERSEDED SURVEY CONTROL
 DP6064
 DP6064.No superseded survey control is available for this station.
 DP6064
 DP6064_MARKER: DD = SURVEY DISK
 DP6064_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6064_STAMPING: 782887 2014
 DP6064_MARK LOGO: SWFWMD
 DP6064_PROJECTION: RECESSED 8 CENTIMETERS
 DP6064_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6064+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2021
 DP6064_ROD/PIPE-DEPTH: 13.1 meters
 DP6064
 DP6064  HISTORY     - Date     Condition        Report By
 DP6064  HISTORY     - 20140701 MONUMENTED       FLDEP
 DP6064  HISTORY     - 20210131 GOOD             USPSQD
 DP6064
 DP6064                          STATION DESCRIPTION
 DP6064
 DP6064'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6064'THE MARK IS ABOUT 10.2 MI (16.4 KM) NORTH OF LAUREL, 5.1 MI (8.2 KM)
 DP6064'SOUTHEAST OF SARASOTA AND IN THE TOWN OF BEE RIDGE, IN SECTION 10,
 DP6064'TOWNSHIP 37 SOUTH, RANGE 18 EAST.
 DP6064'
 DP6064'TO REACH THE MARK FROM THE INTERSTATE 75 OVERPASS AND STATE ROAD 72
 DP6064'ABOUT 5.5 MI (8.8 KM) SOUTHEAST OF SARASOTA, GO WEST ON STATE ROAD 72
 DP6064'FOR 2.05 MI (3.3 KM) TO THE JUNCTION OF PINKNEY AVENUE ON THE RIGHT.
 DP6064'TURN RIGHT ON PINKNEY AVENUE AND GO NORTH FOR 0.55 MI (0.9 KM) TO THE
 DP6064'JUNCTION OF ASHTON ROAD AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DP6064'DRIVEN TO REFUSAL AT A DEPTH OF 43.0 FT (13.1 M) WITH A SURVEY DISK
 DP6064'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP6064'1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DP6064'GROUND AND ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF PINKNEY AVENUE.
 DP6064'
 DP6064'LOCATED 64.2 FT (19.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF ASHTON
 DP6064'ROAD, 38.1 FT (11.6 M) SOUTHWEST OF A CHAIN LINK FENCE CORNER POST,
 DP6064'28.2 FT (8.6 M) SOUTHWEST OF A FIRE HYDRANT, 21.2 FT (6.5 M) WEST OF A
 DP6064'CHAIN LINK FENCE, 18.0 FT (5.5 M) EAST OF THE APPROXIMATE CENTERLINE
 DP6064'OF PINKNEY AVENUE AND 6.5 FT (2.0 M) WEST OF A CARSONITE WITNESS POST.
 DP6064'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6064'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP6064
 DP6064                          STATION RECOVERY (2021)
 DP6064
 DP6064'RECOVERY NOTE BY US POWER SQUADRON 2021 (GLC)
 DP6064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3659 ***********************************************************************
 DQ3659  DESIGNATION -  783743 A
 DQ3659  PID         -  DQ3659
 DQ3659  STATE/COUNTY-  FL/CITRUS
 DQ3659  COUNTRY     -  US
 DQ3659  USGS QUAD   -  LECANTO (2018)
 DQ3659
 DQ3659                         *CURRENT SURVEY CONTROL
 DQ3659  ______________________________________________________________________
 DQ3659* NAD 83(1986) POSITION- 28 49 54.8    (N) 082 22 57.3    (W)   HD_HELD2
 DQ3659* NAVD 88 ORTHO HEIGHT -     7.971 (meters)       26.15  (feet) ADJUSTED
 DQ3659  ______________________________________________________________________
 DQ3659  GEOID HEIGHT    -        -27.250 (meters)                     GEOID18
 DQ3659  DYNAMIC HEIGHT  -          7.959 (meters)       26.11  (feet) COMP
 DQ3659  MODELED GRAVITY -    979,223.3   (mgal)                       NAVD 88
 DQ3659
 DQ3659  VERT ORDER      -  SECOND    CLASS I
 DQ3659
 DQ3659.The horizontal coordinates were established by autonomous hand held GPS
 DQ3659.observations and have an estimated accuracy of +/- 10 meters.
 DQ3659
 DQ3659.The orthometric height was determined by differential leveling and
 DQ3659.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3659.in December 2016.
 DQ3659
 DQ3659.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3659.GEOID18 height accuracy estimate available here.
 DQ3659
 DQ3659.Click photographs - Photos may exist for this station.
 DQ3659
 DQ3659.The dynamic height is computed by dividing the NAVD 88
 DQ3659.geopotential number by the normal gravity value computed on the
 DQ3659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3659.degrees latitude (g = 980.6199 gals.).
 DQ3659
 DQ3659.The modeled gravity was interpolated from observed gravity values.
 DQ3659
 DQ3659;                    North         East    Units  Estimated Accuracy
 DQ3659;SPC FL W     -   498,459.      162,663.      MT  (+/- 10 meters HH2 GPS)
 DQ3659
 DQ3659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6511290145(NAD 83)
 DQ3659
 DQ3659                          SUPERSEDED SURVEY CONTROL
 DQ3659
 DQ3659.No superseded survey control is available for this station.
 DQ3659
 DQ3659_MARKER: DD = SURVEY DISK
 DQ3659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3659_STAMPING: 783743 A 2012
 DQ3659_MARK LOGO: SWFWMD
 DQ3659_PROJECTION: FLUSH
 DQ3659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3659+STABILITY: SURFACE MOTION
 DQ3659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3659+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2015
 DQ3659
 DQ3659  HISTORY     - Date     Condition        Report By
 DQ3659  HISTORY     - 20120315 MONUMENTED       SWFWMD
 DQ3659  HISTORY     - 20151120 GOOD             FLDEP
 DQ3659
 DQ3659                          STATION DESCRIPTION
 DQ3659
 DQ3659'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3659'THE MARK IS ABOUT 9.6 MI (15.4 KM) SOUTH-SOUTHEAST OF HOLDER, 6.5 MI
 DQ3659'(10.5 KM) EAST-SOUTHEAST OF LECANTO, 3.2 MI (5.1 KM) WEST OF
 DQ3659'INVERNESS, IN SECTION 14, TOWNSHIP 19 SOUTH, RANGE 19 EAST.
 DQ3659'
 DQ3659'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 AND SOUTH
 DQ3659'PLEASANT GROVE ROAD (COUNTY ROAD 581) IN INVERNESS, GO SOUTH ON SOUTH
 DQ3659'PLEASANT ROAD (COUNTY ROAD 581) FOR 0.5 MI (0.8 KM) TO THE
 DQ3659'INTERSECTION OF DRUID ROAD ON THE LEFT AND HAVEN STREET ON THE RIGHT.
 DQ3659'TURN RIGHT ON HAVEN STREET AND GO WEST FOR 1.5 MI (2.4 KM) TO THE
 DQ3659'JUNCTION OF FR-4 (FOREST ROAD-4) ON THE RIGHT.  TURN RIGHT ON FOREST
 DQ3659'TRAIL 4 AND GO NORTH, ON THE EAST BOUNDARY OF THE WITHLACOOCHEE STATE
 DQ3659'FOREST, FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF AN EQUESTRIAN TRAIL
 DQ3659'ON THE LEFT.  TURN LEFT ON THE EQUESTRIAN TRAIL AND GO SOUTHWEST AND
 DQ3659'WEST FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD
 DQ3659'DRIVEN TO REFUSAL AT A DEPTH OF 10.0 FT (3.0 M) WITH AN ALUMINUM DISK
 DQ3659'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH
 DQ3659'WITH THE GROUND AND LEVEL WITH THE HORSE TRAIL.
 DQ3659'
 DQ3659'LOCATED 65.0 FT (19.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DQ3659'HORSE TRAIL, 45.0 FT (13.7 M) NORTHEAST OF SURVEY MARK 783743 B, 31.2
 DQ3659'FT (9.5 M) EAST OF AN 18-INCH (46 CM) DIAMETER LONG LEAF PINE TREE AND
 DQ3659'1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 DQ3659'
 DQ3659'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3660 ***********************************************************************
 DQ3660  DESIGNATION -  783743 B
 DQ3660  PID         -  DQ3660
 DQ3660  STATE/COUNTY-  FL/CITRUS
 DQ3660  COUNTRY     -  US
 DQ3660  USGS QUAD   -  LECANTO (2018)
 DQ3660
 DQ3660                         *CURRENT SURVEY CONTROL
 DQ3660  ______________________________________________________________________
 DQ3660* NAD 83(1986) POSITION- 28 49 54.3    (N) 082 22 57.6    (W)   HD_HELD2
 DQ3660* NAVD 88 ORTHO HEIGHT -     7.846 (meters)       25.74  (feet) ADJUSTED
 DQ3660  ______________________________________________________________________
 DQ3660  GEOID HEIGHT    -        -27.250 (meters)                     GEOID18
 DQ3660  DYNAMIC HEIGHT  -          7.835 (meters)       25.71  (feet) COMP
 DQ3660  MODELED GRAVITY -    979,223.3   (mgal)                       NAVD 88
 DQ3660
 DQ3660  VERT ORDER      -  SECOND    CLASS I
 DQ3660
 DQ3660.The horizontal coordinates were established by autonomous hand held GPS
 DQ3660.observations and have an estimated accuracy of +/- 10 meters.
 DQ3660
 DQ3660.The orthometric height was determined by differential leveling and
 DQ3660.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3660.in December 2016.
 DQ3660
 DQ3660.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3660.GEOID18 height accuracy estimate available here.
 DQ3660
 DQ3660.Click photographs - Photos may exist for this station.
 DQ3660
 DQ3660.The dynamic height is computed by dividing the NAVD 88
 DQ3660.geopotential number by the normal gravity value computed on the
 DQ3660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3660.degrees latitude (g = 980.6199 gals.).
 DQ3660
 DQ3660.The modeled gravity was interpolated from observed gravity values.
 DQ3660
 DQ3660;                    North         East    Units  Estimated Accuracy
 DQ3660;SPC FL W     -   498,443.      162,655.      MT  (+/- 10 meters HH2 GPS)
 DQ3660
 DQ3660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6510390130(NAD 83)
 DQ3660
 DQ3660                          SUPERSEDED SURVEY CONTROL
 DQ3660
 DQ3660.No superseded survey control is available for this station.
 DQ3660
 DQ3660_MARKER: DD = SURVEY DISK
 DQ3660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3660_STAMPING: 783743 B 2012
 DQ3660_MARK LOGO: SWFWMD
 DQ3660_PROJECTION: FLUSH
 DQ3660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3660+STABILITY: SURFACE MOTION
 DQ3660_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3660+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2015
 DQ3660
 DQ3660  HISTORY     - Date     Condition        Report By
 DQ3660  HISTORY     - 20120315 MONUMENTED       SWFWMD
 DQ3660  HISTORY     - 20151120 GOOD             FLDEP
 DQ3660
 DQ3660                          STATION DESCRIPTION
 DQ3660
 DQ3660'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3660'THE MARK IS ABOUT 9.6 MI (15.4 KM) SOUTH-SOUTHEAST OF HOLDER, 6.5 MI
 DQ3660'(10.5 KM) EAST-SOUTHEAST OF LECANTO, 3.2 MI (5.1 KM) WEST OF
 DQ3660'INVERNESS, IN SECTION 14, TOWNSHIP 19 SOUTH, RANGE 19 EAST.
 DQ3660'
 DQ3660'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 AND SOUTH
 DQ3660'PLEASANT GROVE ROAD (COUNTY ROAD 581) IN INVERNESS, GO SOUTH ON SOUTH
 DQ3660'PLEASANT ROAD (COUNTY ROAD 581) FOR 0.5 MI (0.8 KM) TO THE
 DQ3660'INTERSECTION OF DRUID ROAD ON THE LEFT AND HAVEN STREET ON THE RIGHT.
 DQ3660'TURN RIGHT ON HAVEN STREET AND GO WEST FOR 1.5 MI (2.4 KM) TO THE
 DQ3660'JUNCTION OF FR-4 (FOREST ROAD-4) ON THE RIGHT.  TURN RIGHT ON FOREST
 DQ3660'TRAIL 4 AND GO NORTH, ON THE EAST BOUNDARY OF THE WITHLACOOCHEE STATE
 DQ3660'FOREST, FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF AN EQUESTRIAN TRAIL
 DQ3660'ON THE LEFT.  TURN LEFT ON THE EQUESTRIAN TRAIL AND GO SOUTHWEST AND
 DQ3660'WEST FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD
 DQ3660'DRIVEN TO REFUSAL AT A DEPTH OF 10.0 FT (3.0 M) WITH AN ALUMINUM DISK
 DQ3660'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH
 DQ3660'WITH THE GROUND AND LEVEL WITH THE HORSE TRAIL.
 DQ3660'
 DQ3660'LOCATED 95.7 FT (29.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DQ3660'HORSE TRAIL, 45.0 FT (13.7 M) SOUTHWEST OF SURVEY MARK 783743 A, 36.2
 DQ3660'FT (11.0 M) SOUTH OF AN 18-INCH (46 CM) DIAMETER LONG LEAF PINE TREE
 DQ3660'AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DQ3660'
 DQ3660'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4225 ***********************************************************************
 DP4225  DESIGNATION -  784367 A
 DP4225  PID         -  DP4225
 DP4225  STATE/COUNTY-  FL/HARDEE
 DP4225  COUNTRY     -  US
 DP4225  USGS QUAD   -  CREWSVILLE SW (2018)
 DP4225
 DP4225                         *CURRENT SURVEY CONTROL
 DP4225  ______________________________________________________________________
 DP4225* NAD 83(1986) POSITION- 27 20 26.8    (N) 081 37 38.8    (W)   HD_HELD2
 DP4225* NAVD 88 ORTHO HEIGHT -    26.768 (meters)       87.82  (feet) ADJUSTED
 DP4225  ______________________________________________________________________
 DP4225  GEOID HEIGHT    -        -25.077 (meters)                     GEOID18
 DP4225  DYNAMIC HEIGHT  -         26.727 (meters)       87.69  (feet) COMP
 DP4225  MODELED GRAVITY -    979,130.6   (mgal)                       NAVD 88
 DP4225
 DP4225  VERT ORDER      -  SECOND    CLASS I
 DP4225
 DP4225.The horizontal coordinates were established by autonomous hand held GPS
 DP4225.observations and have an estimated accuracy of +/- 10 meters.
 DP4225
 DP4225.The orthometric height was determined by differential leveling and
 DP4225.adjusted by the NATIONAL GEODETIC SURVEY
 DP4225.in August 2014.
 DP4225
 DP4225.No vertical observational check was made to the station.
 DP4225
 DP4225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4225.GEOID18 height accuracy estimate available here.
 DP4225
 DP4225.Click photographs - Photos may exist for this station.
 DP4225
 DP4225.The dynamic height is computed by dividing the NAVD 88
 DP4225.geopotential number by the normal gravity value computed on the
 DP4225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4225.degrees latitude (g = 980.6199 gals.).
 DP4225
 DP4225.The modeled gravity was interpolated from observed gravity values.
 DP4225
 DP4225;                    North         East    Units  Estimated Accuracy
 DP4225;SPC FL W     -   333,217.      236,864.      MT  (+/- 10 meters HH2 GPS)
 DP4225
 DP4225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3793624336(NAD 83)
 DP4225
 DP4225                          SUPERSEDED SURVEY CONTROL
 DP4225
 DP4225.No superseded survey control is available for this station.
 DP4225
 DP4225_MARKER: DD = SURVEY DISK
 DP4225_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4225_STAMPING: 784367 A 2013
 DP4225_MARK LOGO: SWFWMD
 DP4225_PROJECTION: RECESSED 3 CENTIMETERS
 DP4225_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP4225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4225+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2013
 DP4225_ROD/PIPE-DEPTH: 14.9 meters
 DP4225
 DP4225  HISTORY     - Date     Condition        Report By
 DP4225  HISTORY     - 20131022 MONUMENTED       FLDEP
 DP4225
 DP4225                          STATION DESCRIPTION
 DP4225
 DP4225'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4225'THE MARK IS ABOUT 10.6 MI (17.1 KM) EAST OF GARDNER, 6.6 MI (10.6 KM)
 DP4225'SOUTHEAST OF SWEETWATER, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF
 DP4225'CREWSVILLE, IN SECTION 16, TOWNSHIP 36 SOUTH, RANGE 27 EAST.
 DP4225'
 DP4225'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP4225'HIGHWAY 17 IN ZOLFO SPRINGS, GO EAST AND SOUTHEAST ON STATE ROAD 66
 DP4225'FOR 8.15 MI (13.1 KM) TO THE JUNCTION OF SWEETWATER ROAD ON THE RIGHT,
 DP4225'TURN RIGHT ON SWEETWATER ROAD AND GO SOUTH FOR 3.3 MI (5.3 KM) TO THE
 DP4225'JUNCTION OF GEORGE MARSH ROAD ON THE LEFT, TURN LEFT ON GEORGE MARSH
 DP4225'ROAD AND GO SOUTH FOR 1.15 MI (1.9 KM) TO THE T-JUNCTION OF CREWSVILLE
 DP4225'ROAD, TURN LEFT ON CREWSVILLE ROAD AND GO EAST FOR 1.35 MI (2.2 KM) TO
 DP4225'THE JUNCTION OF 10 MILE GRADE ROAD ON THE RIGHT, TURN RIGHT ON 10 MILE
 DP4225'GRADE ROAD AND GO SOUTH FOR 3.0 MI (4.8 KM) TO THE INTERSECTION OF
 DP4225'DOYLE ROAD, CONTINUE SOUTH ON 10 MILE GRADE ROAD FOR 1.0 MI (1.6 KM)
 DP4225'TO A 90 DEGREE TURN TO THE LEFT, CONTINUE EAST ON 10 MILE GRADE ROAD
 DP4225'FOR 1.25 MI (2.0 KM) TO THE JUNCTION OF SCARBOROUGH ROAD, CONTINUE
 DP4225'EAST ON 10 MILE GRADE ROAD FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF A
 DP4225'DIRT ROAD ON THE RIGHT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DP4225'DRIVEN TO REFUSAL AT A DEPTH OF 48.8 FT (14.9 M) WITH A SURVEY DISK
 DP4225'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP4225'1.5 FT (0.5 M) DEEP, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DP4225'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF 10 MILE GRADE ROAD.
 DP4225'LOCATED 218.0 FT (66.4 M) WEST OF THE APPROXIMATE PROJECTED CENTERLINE
 DP4225'OF THE DIRT ROAD, 177.0 FT (53.9 M) WEST OF SURVEY MARK 784367 B 2013,
 DP4225'24.5 FT (7.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF 10 MILE GRADE
 DP4225'ROAD, 1.3 FT (0.4 M) SOUTH OF THE BARB WIRE FENCE AND 1.0 FT (0.3 M)
 DP4225'SOUTH OF A CARSONITE WITNESS POST.
 DP4225'
 DP4225'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4225'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4226 ***********************************************************************
 DP4226  DESIGNATION -  784367 B
 DP4226  PID         -  DP4226
 DP4226  STATE/COUNTY-  FL/HARDEE
 DP4226  COUNTRY     -  US
 DP4226  USGS QUAD   -  CREWSVILLE SW (2018)
 DP4226
 DP4226                         *CURRENT SURVEY CONTROL
 DP4226  ______________________________________________________________________
 DP4226* NAD 83(1986) POSITION- 27 20 26.6    (N) 081 37 37.0    (W)   HD_HELD2
 DP4226* NAVD 88 ORTHO HEIGHT -    26.701 (meters)       87.60  (feet) ADJUSTED
 DP4226  ______________________________________________________________________
 DP4226  GEOID HEIGHT    -        -25.078 (meters)                     GEOID18
 DP4226  DYNAMIC HEIGHT  -         26.660 (meters)       87.47  (feet) COMP
 DP4226  MODELED GRAVITY -    979,130.6   (mgal)                       NAVD 88
 DP4226
 DP4226  VERT ORDER      -  SECOND    CLASS I
 DP4226
 DP4226.The horizontal coordinates were established by autonomous hand held GPS
 DP4226.observations and have an estimated accuracy of +/- 10 meters.
 DP4226
 DP4226.The orthometric height was determined by differential leveling and
 DP4226.adjusted by the NATIONAL GEODETIC SURVEY
 DP4226.in August 2014.
 DP4226
 DP4226.No vertical observational check was made to the station.
 DP4226
 DP4226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4226.GEOID18 height accuracy estimate available here.
 DP4226
 DP4226.Click photographs - Photos may exist for this station.
 DP4226
 DP4226.The dynamic height is computed by dividing the NAVD 88
 DP4226.geopotential number by the normal gravity value computed on the
 DP4226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4226.degrees latitude (g = 980.6199 gals.).
 DP4226
 DP4226.The modeled gravity was interpolated from observed gravity values.
 DP4226
 DP4226;                    North         East    Units  Estimated Accuracy
 DP4226;SPC FL W     -   333,211.      236,913.      MT  (+/- 10 meters HH2 GPS)
 DP4226
 DP4226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML3798524330(NAD 83)
 DP4226
 DP4226                          SUPERSEDED SURVEY CONTROL
 DP4226
 DP4226.No superseded survey control is available for this station.
 DP4226
 DP4226_MARKER: DD = SURVEY DISK
 DP4226_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4226_STAMPING: 784367 B 2913
 DP4226_MARK LOGO: SWFWMD
 DP4226_PROJECTION: RECESSED 3 CENTIMETERS
 DP4226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP4226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4226+STABILITY: SURFACE MOTION
 DP4226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4226+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2013
 DP4226_ROD/PIPE-DEPTH: 11.1 meters
 DP4226
 DP4226  HISTORY     - Date     Condition        Report By
 DP4226  HISTORY     - 20130914 MONUMENTED       FLDEP
 DP4226
 DP4226                          STATION DESCRIPTION
 DP4226
 DP4226'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DP4226'THE MARK IS ABOUT 10.7 MI (17.2 KM) EAST OF GARDNER, 6.6 MI (10.7 KM)
 DP4226'SOUTHEAST OF SWEETWATER, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF
 DP4226'CREWSVILLE, IN SECTION 16, TOWNSHIP 36 SOUTH, RANGE 27 EAST.
 DP4226'
 DP4226'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 66 AND U.S.
 DP4226'HIGHWAY 17 IN ZOLFO SPRINGS, GO EAST AND SOUTHEAST ON STATE ROAD 66
 DP4226'FOR 8.15 MI (13.1 KM) TO THE JUNCTION OF SWEETWATER ROAD ON THE RIGHT,
 DP4226'TURN RIGHT ON SWEETWATER ROAD AND GO SOUTH FOR 3.3 MI (5.3 KM) TO THE
 DP4226'JUNCTION OF GEORGE MARSH ROAD ON THE LEFT, TURN LEFT ON GEORGE MARSH
 DP4226'ROAD AND GO SOUTH FOR 1.15 MI (1.9 KM) TO THE T-JUNCTION OF CREWSVILLE
 DP4226'ROAD, TURN LEFT ON CREWSVILLE ROAD AND GO EAST FOR 1.35 MI (2.2 KM) TO
 DP4226'THE JUNCTION OF 10 MILE GRADE ROAD ON THE RIGHT, TURN RIGHT ON 10 MILE
 DP4226'GRADE ROAD AND GO SOUTH FOR 3.0 MI (4.8 KM) TO THE INTERSECTION OF
 DP4226'DOYLE ROAD, CONTINUE SOUTH ON 10 MILE GRADE ROAD FOR 1.0 MI (1.6 KM)
 DP4226'TO A 90 DEGREE TURN TO THE LEFT, CONTINUE EAST ON 10 MILE GRADE ROAD
 DP4226'FOR 1.25 MI (2.0 KM) TO THE JUNCTION OF SCARBOROUGH ROAD, CONTINUE
 DP4226'EAST ON 10 MILE GRADE ROAD FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF A
 DP4226'DIRT ROAD ON THE RIGHT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DP4226'DRIVEN TO REFUSAL AT A DEPTH OF 36.5 FT (11.1 M) WITH A SURVEY DISK
 DP4226'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP4226'1.5 FT (0.5 M) DEEP, RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DP4226'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF 10 MILE GRADE ROAD.
 DP4226'LOCATED 177.0 FT (53.9 M) EAST OF SURVEY MARK 784367 A 2013, 42.0 FT
 DP4226'(12.8 M) WEST OF THE APPROXIMATE PROJECTED CENTERLINE OF THE DIRT
 DP4226'ROAD, 23.5 FT (7.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF 10 MILE
 DP4226'GRADE ROAD, 1.5 FT (0.5 M) SOUTH OF THE BARB WIRE FENCE AND 1.3 FT
 DP4226'(0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DP4226'
 DP4226'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4226'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3716 ***********************************************************************
 DQ3716  DESIGNATION -  785092 A
 DQ3716  PID         -  DQ3716
 DQ3716  STATE/COUNTY-  FL/CITRUS
 DQ3716  COUNTRY     -  US
 DQ3716  USGS QUAD   -  BROOKSVILLE NW (2018)
 DQ3716
 DQ3716                         *CURRENT SURVEY CONTROL
 DQ3716  ______________________________________________________________________
 DQ3716* NAD 83(1986) POSITION- 28 42 01.2    (N) 082 24 24.9    (W)   HD_HELD2
 DQ3716* NAVD 88 ORTHO HEIGHT -    14.210 (meters)       46.62  (feet) ADJUSTED
 DQ3716  ______________________________________________________________________
 DQ3716  GEOID HEIGHT    -        -26.965 (meters)                     GEOID18
 DQ3716  DYNAMIC HEIGHT  -         14.189 (meters)       46.55  (feet) COMP
 DQ3716  MODELED GRAVITY -    979,211.3   (mgal)                       NAVD 88
 DQ3716
 DQ3716  VERT ORDER      -  SECOND    CLASS I
 DQ3716
 DQ3716.The horizontal coordinates were established by autonomous hand held GPS
 DQ3716.observations and have an estimated accuracy of +/- 10 meters.
 DQ3716
 DQ3716.The orthometric height was determined by differential leveling and
 DQ3716.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3716.in December 2016.
 DQ3716
 DQ3716.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3716.GEOID18 height accuracy estimate available here.
 DQ3716
 DQ3716.Click photographs - Photos may exist for this station.
 DQ3716
 DQ3716.The dynamic height is computed by dividing the NAVD 88
 DQ3716.geopotential number by the normal gravity value computed on the
 DQ3716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3716.degrees latitude (g = 980.6199 gals.).
 DQ3716
 DQ3716.The modeled gravity was interpolated from observed gravity values.
 DQ3716
 DQ3716;                    North         East    Units  Estimated Accuracy
 DQ3716;SPC FL W     -   483,887.      160,239.      MT  (+/- 10 meters HH2 GPS)
 DQ3716
 DQ3716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6256575596(NAD 83)
 DQ3716
 DQ3716                          SUPERSEDED SURVEY CONTROL
 DQ3716
 DQ3716.No superseded survey control is available for this station.
 DQ3716
 DQ3716_MARKER: DD = SURVEY DISK
 DQ3716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3716_STAMPING: 785092 A 2012
 DQ3716_MARK LOGO: SWFWMD
 DQ3716_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3716_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3716+STABILITY: SURFACE MOTION
 DQ3716_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3716+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2016
 DQ3716
 DQ3716  HISTORY     - Date     Condition        Report By
 DQ3716  HISTORY     - 20120227 MONUMENTED       SWFWMD
 DQ3716  HISTORY     - 20160209 GOOD             FLDEP
 DQ3716
 DQ3716                          STATION DESCRIPTION
 DQ3716
 DQ3716'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ3716'THE MARK IS ABOUT 10.4 MI (16.7 KM) SOUTH-SOUTHWEST OF INVERNESS, 10.2
 DQ3716'MI (16.4 KM) EAST OF CHASSAHOWITZKA, 10.1 MI (16.3 KM) NORTH OF
 DQ3716'BROOKSVILLE, IN SECTION 33, TOWNSHIP 20 SOUTH, RANGE 19 EAST.
 DQ3716'
 DQ3716'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 491 (SOUTH
 DQ3716'LECANTO HIGHWAY) AND COUNTY ROAD 480 (STAGECOACH TRAIL) ABOUT 6.4 MI
 DQ3716'(10.3 KM) SOUTHEAST OF CHASSAHOWITZKA, GO EAST ON COUNTY ROAD 480
 DQ3716'(STAGECOACH TRAIL) FOR 2.55 MI (4.10 KM) TO THE INTERSECTION OF FOREST
 DQ3716'ROAD 11B, AT THE EAST END OF THE STAGE POND CEMETERY, ON THE RIGHT.
 DQ3716'TURN RIGHT ON FOREST ROAD 11B AND GO SOUTH FOR ABOUT 200.0 FT (61.0 M)
 DQ3716'TO THE JUNCTION OF A DIRT TRAIL ON THE LEFT.  TURN LEFT ON THE DIRT
 DQ3716'TRAIL AND GO EAST AND SOUTHEAST FOR ABOUT 0.25 MI (0.40 KM) TO THE
 DQ3716'NORTH SIDE OF STAGE POND, A LANDING ON THE RIGHT AND THE MARK ON THE
 DQ3716'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 10.0 FT (3.0 M)
 DQ3716'WITH AN ALUMINUM DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DQ3716'CONCRETE MONUMENT RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND
 DQ3716'AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE LANDING TRAIL.
 DQ3716'
 DQ3716'LOCATED 55.0 FT (16.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DQ3716'MAIN TRAIL, 33.4 FT (10.2 M) NORTHWEST OF SURVEY MARK 785092 B, 12.0
 DQ3716'FT (3.7 M) WEST OF THE APPROXIMATE CENTERLINE OF A LANDING TRAIL AND
 DQ3716'1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DQ3716'
 DQ3716'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3717 ***********************************************************************
 DQ3717  DESIGNATION -  785092 B
 DQ3717  PID         -  DQ3717
 DQ3717  STATE/COUNTY-  FL/CITRUS
 DQ3717  COUNTRY     -  US
 DQ3717  USGS QUAD   -  BROOKSVILLE NW (2018)
 DQ3717
 DQ3717                         *CURRENT SURVEY CONTROL
 DQ3717  ______________________________________________________________________
 DQ3717* NAD 83(1986) POSITION- 28 42 01.1    (N) 082 24 24.2    (W)   HD_HELD2
 DQ3717* NAVD 88 ORTHO HEIGHT -    13.501 (meters)       44.29  (feet) ADJUSTED
 DQ3717  ______________________________________________________________________
 DQ3717  GEOID HEIGHT    -        -26.965 (meters)                     GEOID18
 DQ3717  DYNAMIC HEIGHT  -         13.481 (meters)       44.23  (feet) COMP
 DQ3717  MODELED GRAVITY -    979,211.3   (mgal)                       NAVD 88
 DQ3717
 DQ3717  VERT ORDER      -  SECOND    CLASS I
 DQ3717
 DQ3717.The horizontal coordinates were established by autonomous hand held GPS
 DQ3717.observations and have an estimated accuracy of +/- 10 meters.
 DQ3717
 DQ3717.The orthometric height was determined by differential leveling and
 DQ3717.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3717.in December 2016.
 DQ3717
 DQ3717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3717.GEOID18 height accuracy estimate available here.
 DQ3717
 DQ3717.Click photographs - Photos may exist for this station.
 DQ3717
 DQ3717.The dynamic height is computed by dividing the NAVD 88
 DQ3717.geopotential number by the normal gravity value computed on the
 DQ3717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3717.degrees latitude (g = 980.6199 gals.).
 DQ3717
 DQ3717.The modeled gravity was interpolated from observed gravity values.
 DQ3717
 DQ3717;                    North         East    Units  Estimated Accuracy
 DQ3717;SPC FL W     -   483,884.      160,258.      MT  (+/- 10 meters HH2 GPS)
 DQ3717
 DQ3717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM6258475592(NAD 83)
 DQ3717
 DQ3717                          SUPERSEDED SURVEY CONTROL
 DQ3717
 DQ3717.No superseded survey control is available for this station.
 DQ3717
 DQ3717_MARKER: DD = SURVEY DISK
 DQ3717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3717_STAMPING: 785092 B 2012
 DQ3717_MARK LOGO: SWFWMD
 DQ3717_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3717_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3717+STABILITY: SURFACE MOTION
 DQ3717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3717+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2016
 DQ3717
 DQ3717  HISTORY     - Date     Condition        Report By
 DQ3717  HISTORY     - 20120227 MONUMENTED       SWFWMD
 DQ3717  HISTORY     - 20160209 GOOD             FLDEP
 DQ3717
 DQ3717                          STATION DESCRIPTION
 DQ3717
 DQ3717'DESCRIBED BY FL DEPT OF ENV PRO 2016 (BPJ)
 DQ3717'THE MARK IS ABOUT 10.4 MI (16.7 KM) SOUTH-SOUTHWEST OF INVERNESS, 10.2
 DQ3717'MI (16.4 KM) EAST OF CHASSAHOWITZKA, 10.1 MI (16.3 KM) NORTH OF
 DQ3717'BROOKSVILLE, IN SECTION 33, TOWNSHIP 20 SOUTH, RANGE 19 EAST.
 DQ3717'
 DQ3717'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 491 (SOUTH
 DQ3717'LECANTO HIGHWAY) AND COUNTY ROAD 480 (STAGECOACH TRAIL) ABOUT 6.4 MI
 DQ3717'(10.3 KM) SOUTHEAST OF CHASSAHOWITZKA, GO EAST ON COUNTY ROAD 480
 DQ3717'(STAGECOACH TRAIL) FOR 2.55 MI (4.10 KM) TO THE INTERSECTION OF FOREST
 DQ3717'ROAD 11B, AT THE EAST END OF THE STAGE POND CEMETERY, ON THE RIGHT.
 DQ3717'TURN RIGHT ON FOREST ROAD 11B AND GO SOUTH FOR ABOUT 200.0 FT (61.0 M)
 DQ3717'TO THE JUNCTION OF A DIRT TRAIL ON THE LEFT.  TURN LEFT ON THE DIRT
 DQ3717'TRAIL AND GO EAST AND SOUTHEAST FOR ABOUT 0.25 MI (0.40 KM) TO THE
 DQ3717'NORTH SIDE OF STAGE POND, A LANDING ON THE RIGHT AND THE MARK ON THE
 DQ3717'RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 25.0 FT (7.6 M)
 DQ3717'WITH AN ALUMINUM DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DQ3717'CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DQ3717'AND 0.5 FT (15 CM) BELOW THE LEVEL OF THE LANDING TRAIL.
 DQ3717'
 DQ3717'LOCATED 80.3 FT (24.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DQ3717'MAIN TRAIL, 33.4 FT (10.2 M) SOUTHEAST OF SURVEY MARK 785092 A, 8.0 FT
 DQ3717'(2.4 M) EAST OF THE APPROXIMATE CENTERLINE OF A LANDING TRAIL AND 1.3
 DQ3717'FT (0.4 M) WEST OF A CARSONITE WITNESS POST.
 DQ3717'
 DQ3717'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP2723 ***********************************************************************
 DP2723  DESIGNATION -  785819
 DP2723  PID         -  DP2723
 DP2723  STATE/COUNTY-  FL/HARDEE
 DP2723  COUNTRY     -  US
 DP2723  USGS QUAD   -  BOWLING GREEN (2018)
 DP2723
 DP2723                         *CURRENT SURVEY CONTROL
 DP2723  ______________________________________________________________________
 DP2723* NAD 83(1986) POSITION- 27 38 45.7    (N) 081 48 11.0    (W)   HD_HELD2
 DP2723* NAVD 88 ORTHO HEIGHT -    18.872 (meters)       61.92  (feet) ADJUSTED
 DP2723  ______________________________________________________________________
 DP2723  GEOID HEIGHT    -        -25.398 (meters)                     GEOID18
 DP2723  DYNAMIC HEIGHT  -         18.844 (meters)       61.82  (feet) COMP
 DP2723  MODELED GRAVITY -    979,150.9   (mgal)                       NAVD 88
 DP2723
 DP2723  VERT ORDER      -  FIRST     CLASS II
 DP2723
 DP2723.The horizontal coordinates were established by autonomous hand held GPS
 DP2723.observations and have an estimated accuracy of +/- 10 meters.
 DP2723
 DP2723.The orthometric height was determined by differential leveling and
 DP2723.adjusted by the NATIONAL GEODETIC SURVEY
 DP2723.in January 2015.
 DP2723
 DP2723.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP2723.GEOID18 height accuracy estimate available here.
 DP2723
 DP2723.Click photographs - Photos may exist for this station.
 DP2723
 DP2723.The dynamic height is computed by dividing the NAVD 88
 DP2723.geopotential number by the normal gravity value computed on the
 DP2723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP2723.degrees latitude (g = 980.6199 gals.).
 DP2723
 DP2723.The modeled gravity was interpolated from observed gravity values.
 DP2723
 DP2723;                    North         East    Units  Estimated Accuracy
 DP2723;SPC FL W     -   367,001.      219,434.      MT  (+/- 10 meters HH2 GPS)
 DP2723
 DP2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML2078358249(NAD 83)
 DP2723
 DP2723                          SUPERSEDED SURVEY CONTROL
 DP2723
 DP2723.No superseded survey control is available for this station.
 DP2723
 DP2723_MARKER: DD = SURVEY DISK
 DP2723_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP2723_STAMPING: 785819 2013
 DP2723_MARK LOGO: FLDEP
 DP2723_PROJECTION: RECESSED 5 CENTIMETERS
 DP2723_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP2723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP2723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP2723+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2013
 DP2723_ROD/PIPE-DEPTH: 7.8 meters
 DP2723
 DP2723  HISTORY     - Date     Condition        Report By
 DP2723  HISTORY     - 20130721 MONUMENTED       FLDEP
 DP2723
 DP2723                          STATION DESCRIPTION
 DP2723
 DP2723'DESCRIBED BY FL DEPT OF ENV PRO 2013 (MAH)
 DP2723'THE MARK IS ABOUT 8.6 MI (13.8 KM) NORTH-NORTHWEST OF GRIFFINS CORNER,
 DP2723'6.8 MI (10.9 KM) NORTH OF WAUCHULA, 1.4 MI (2.3 KM) EAST-NORTHEAST OF
 DP2723'BOWLING GREEN, IN SECTION 3, TOWNSHIP 33 SOUTH, RANGE 25 EAST.
 DP2723'
 DP2723'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP2723'LINE ROAD IN BOWLING GREEN, GO EAST ON COUNTY LINE ROAD FOR 1.3 MI
 DP2723'(2.1 KM) TO A BRIDGE AND A DIM ROAD LEADING TO A CREEK ON THE RIGHT
 DP2723'AND THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DP2723'DEPTH OF 25.7 FT (7.8 M) WITH AN ALUMINUM DISK ENCASED IN A 4-INCH (10
 DP2723'CM) PVC PIPE RECESSED 0.2 FT (6 CM) BELOW THE LEVEL WITH THE GROUND
 DP2723'AND APPROXIMATELY 10.0 FT (3.0 M) BELOW THE LEVEL OF COUNTY LINE ROAD.
 DP2723'LOCATED 78.5 FT (23.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY
 DP2723'LINE ROAD, 11.0 FT (3.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DP2723'DIM ROAD LEADING TO THE CREEK, 3.3 FT (1.0 M) EAST-SOUTHEAST OF THE
 DP2723'BARB WIRE FENCE CORNER, 2.5 FT (0.8 M) EAST OF THE BARB WIRE FENCE AND
 DP2723'2.5 FT (0.8 M) EAST OF A CARSONITE WITNESS POST.
 DP2723'
 DP2723'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP2723'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6628 ***********************************************************************
 DP6628  DESIGNATION -  786375
 DP6628  PID         -  DP6628
 DP6628  STATE/COUNTY-  FL/MANATEE
 DP6628  COUNTRY     -  US
 DP6628  USGS QUAD   -  PARRISH (2018)
 DP6628
 DP6628                         *CURRENT SURVEY CONTROL
 DP6628  ______________________________________________________________________
 DP6628* NAD 83(1986) POSITION- 27 34 53.9    (N) 082 26 10.8    (W)   HD_HELD2
 DP6628* NAVD 88 ORTHO HEIGHT -    10.943 (meters)       35.90  (feet) ADJUSTED
 DP6628  ______________________________________________________________________
 DP6628  GEOID HEIGHT    -        -24.705 (meters)                     GEOID18
 DP6628  DYNAMIC HEIGHT  -         10.926 (meters)       35.85  (feet) COMP
 DP6628  MODELED GRAVITY -    979,143.9   (mgal)                       NAVD 88
 DP6628
 DP6628  VERT ORDER      -  FIRST     CLASS II
 DP6628
 DP6628.The horizontal coordinates were established by autonomous hand held GPS
 DP6628.observations and have an estimated accuracy of +/- 10 meters.
 DP6628
 DP6628.The orthometric height was determined by differential leveling and
 DP6628.adjusted by the NATIONAL GEODETIC SURVEY
 DP6628.in April 2015.
 DP6628
 DP6628.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6628.GEOID18 height accuracy estimate available here.
 DP6628
 DP6628.Click photographs - Photos may exist for this station.
 DP6628
 DP6628.The dynamic height is computed by dividing the NAVD 88
 DP6628.geopotential number by the normal gravity value computed on the
 DP6628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6628.degrees latitude (g = 980.6199 gals.).
 DP6628
 DP6628.The modeled gravity was interpolated from observed gravity values.
 DP6628
 DP6628;                    North         East    Units  Estimated Accuracy
 DP6628;SPC FL W     -   359,927.      156,919.      MT  (+/- 10 meters HH2 GPS)
 DP6628
 DP6628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5822551682(NAD 83)
 DP6628
 DP6628                          SUPERSEDED SURVEY CONTROL
 DP6628
 DP6628.No superseded survey control is available for this station.
 DP6628
 DP6628_MARKER: DD = SURVEY DISK
 DP6628_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6628_STAMPING: 786375 2013
 DP6628_MARK LOGO: SWFWMD
 DP6628_PROJECTION: RECESSED 8 CENTIMETERS
 DP6628_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP6628_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6628+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2014
 DP6628_ROD/PIPE-DEPTH: 10.0 meters
 DP6628
 DP6628  HISTORY     - Date     Condition        Report By
 DP6628  HISTORY     - 20131025 MONUMENTED       SWFWMD
 DP6628  HISTORY     - 20140507 GOOD             FLDEP
 DP6628
 DP6628                          STATION DESCRIPTION
 DP6628
 DP6628'DESCRIBED BY FL DEPT OF ENV PRO 2014 (PBM)
 DP6628'THE MARK IS ABOUT 9.3 MI (15.0 KM) EAST-NORTHEAST OF PALMETTO, 6.3 MI
 DP6628'(10.1 KM) NORTHWEST OF RYE, 0.8 MI (1.3 KM) WEST-SOUTHWEST OF PARRISH,
 DP6628'IN SECTION 30, TOWNSHIP 33 SOUTH, RANGE 19 EAST.
 DP6628'
 DP6628'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DP6628'ROAD 62 INCH (157 CM) PARRISH, GO SOUTH ON U.S. HIGHWAY 301 FOR ABOUT
 DP6628'250.0 FT (76.2 M) TO THE JUNCTION OF ERIE ROAD ON THE RIGHT.  TURN
 DP6628'RIGHT ON ERIE ROAD AND GO WEST AND SOUTHWEST FOR 0.8 MI (1.3 KM) TO
 DP6628'THE JUNCTION OF A DIRT ROAD ON THE LEFT.  TURN LEFT ON THE DIRT ROAD
 DP6628'AND GO SOUTH FOR 0.25 MI (0.4 KM) TO A Y-JUNCTION OF THE DIRT ROAD AND
 DP6628'THE MARK ON THE RIGHT, AN ALUMINUM ROD DRIVEN INTO THE GROUND WITH A
 DP6628'SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE
 DP6628'MONUMENT, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 1.0
 DP6628'FT (0.3 M) BELOW THE LEVEL OF THE DIRT ROAD.
 DP6628'
 DP6628'LOCATED 52.5 FT (16.0 M) NORTH OF SURVEY MARK 780144, 51.5 FT (15.7 M)
 DP6628'SOUTH OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD AND 7.2 FT (2.2
 DP6628'M) SOUTH OF NORTHERN MOST WELL BOX WITH WITNESS POST STICKER ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5439 ***********************************************************************
 AK5439  DESIGNATION -  79 78 A 01
 AK5439  PID         -  AK5439
 AK5439  STATE/COUNTY-  FL/VOLUSIA
 AK5439  COUNTRY     -  US
 AK5439  USGS QUAD   -  ARIEL (2018)
 AK5439
 AK5439                         *CURRENT SURVEY CONTROL
 AK5439  ______________________________________________________________________
 AK5439* NAD 83(1986) POSITION- 28 52 58.     (N) 080 47 32.     (W)   SCALED
 AK5439* NAVD 88 ORTHO HEIGHT -     5.916 (meters)       19.41  (feet) ADJUSTED
 AK5439  ______________________________________________________________________
 AK5439  GEOID HEIGHT    -        -28.158 (meters)                     GEOID18
 AK5439  DYNAMIC HEIGHT  -          5.908 (meters)       19.38  (feet) COMP
 AK5439  MODELED GRAVITY -    979,263.1   (mgal)                       NAVD 88
 AK5439
 AK5439  VERT ORDER      -  SECOND    CLASS II
 AK5439
 AK5439.The horizontal coordinates were scaled from a map and have
 AK5439.an estimated accuracy of +/- 6 seconds.
 AK5439
 AK5439.The orthometric height was determined by differential leveling and
 AK5439.adjusted by the NATIONAL GEODETIC SURVEY
 AK5439.in June 1991.
 AK5439
 AK5439.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5439.GEOID18 height accuracy estimate available here.
 AK5439
 AK5439.Click photographs - Photos may exist for this station.
 AK5439
 AK5439.The dynamic height is computed by dividing the NAVD 88
 AK5439.geopotential number by the normal gravity value computed on the
 AK5439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5439.degrees latitude (g = 980.6199 gals.).
 AK5439
 AK5439.The modeled gravity was interpolated from observed gravity values.
 AK5439
 AK5439;                    North         East    Units  Estimated Accuracy
 AK5439;SPC FL E     -   504,060.      220,270.      MT  (+/- 180 meters Scaled)
 AK5439
 AK5439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM202950(NAD 83)
 AK5439
 AK5439                          SUPERSEDED SURVEY CONTROL
 AK5439
 AK5439  NGVD 29 (09/01/92)    6.298  (m)           20.66   (f) ADJUSTED    2 2
 AK5439
 AK5439.Superseded values are not recommended for survey control.
 AK5439
 AK5439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5439.See file dsdata.pdf to determine how the superseded data were derived.
 AK5439
 AK5439_MARKER: DD = SURVEY DISK
 AK5439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5439_STAMPING: 79 78 A01
 AK5439_MARK LOGO: FLDNR
 AK5439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5439+STABILITY: SURFACE MOTION
 AK5439
 AK5439  HISTORY     - Date     Condition        Report By
 AK5439  HISTORY     - 1978     MONUMENTED       FLDT
 AK5439  HISTORY     - 20210220 MARK NOT FOUND   GEOCAC
 AK5439
 AK5439                          STATION DESCRIPTION
 AK5439
 AK5439'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5439'13.2 MI SE FROM NEW SMYRNA BEACH.
 AK5439'BEGIN AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5439'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO THE
 AK5439'END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD FOR
 AK5439'3.6 MILES TO A SAND TRAIL LEADING TO BEACH. THE MARK BEARS 134 FEET
 AK5439'NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD, 22 FEET SOUTH OF THE
 AK5439'SAND TRAIL TO BEACH AND 10 FEET SOUTHWEST OF THE EAST EDGE OF THE
 AK5439'SAND DUNE LINE. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES
 AK5439'DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AK5439
 AK5439                          STATION RECOVERY (2021)
 AK5439
 AK5439'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5439'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5441 ***********************************************************************
 AK5441  DESIGNATION -  79 78 A 01 RM 1
 AK5441  PID         -  AK5441
 AK5441  STATE/COUNTY-  FL/VOLUSIA
 AK5441  COUNTRY     -  US
 AK5441  USGS QUAD   -  ARIEL (2018)
 AK5441
 AK5441                         *CURRENT SURVEY CONTROL
 AK5441  ______________________________________________________________________
 AK5441* NAD 83(1986) POSITION- 28 52 58.     (N) 080 47 32.     (W)   SCALED
 AK5441* NAVD 88 ORTHO HEIGHT -     5.602 (meters)       18.38  (feet) ADJUSTED
 AK5441  ______________________________________________________________________
 AK5441  GEOID HEIGHT    -        -28.158 (meters)                     GEOID18
 AK5441  DYNAMIC HEIGHT  -          5.594 (meters)       18.35  (feet) COMP
 AK5441  MODELED GRAVITY -    979,263.1   (mgal)                       NAVD 88
 AK5441
 AK5441  VERT ORDER      -  SECOND    CLASS II
 AK5441
 AK5441.The horizontal coordinates were scaled from a map and have
 AK5441.an estimated accuracy of +/- 6 seconds.
 AK5441
 AK5441.The orthometric height was determined by differential leveling and
 AK5441.adjusted by the NATIONAL GEODETIC SURVEY
 AK5441.in June 1991.
 AK5441
 AK5441.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5441.GEOID18 height accuracy estimate available here.
 AK5441
 AK5441.Click photographs - Photos may exist for this station.
 AK5441
 AK5441.The dynamic height is computed by dividing the NAVD 88
 AK5441.geopotential number by the normal gravity value computed on the
 AK5441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5441.degrees latitude (g = 980.6199 gals.).
 AK5441
 AK5441.The modeled gravity was interpolated from observed gravity values.
 AK5441
 AK5441;                    North         East    Units  Estimated Accuracy
 AK5441;SPC FL E     -   504,060.      220,270.      MT  (+/- 180 meters Scaled)
 AK5441
 AK5441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM202950(NAD 83)
 AK5441
 AK5441                          SUPERSEDED SURVEY CONTROL
 AK5441
 AK5441  NGVD 29 (09/01/92)    5.984  (m)           19.63   (f) ADJUSTED    2 2
 AK5441
 AK5441.Superseded values are not recommended for survey control.
 AK5441
 AK5441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5441.See file dsdata.pdf to determine how the superseded data were derived.
 AK5441
 AK5441_MARKER: DD = SURVEY DISK
 AK5441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5441_STAMPING: 79 78 A01 RM NO 1
 AK5441_MARK LOGO: FLDT
 AK5441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5441+STABILITY: SURFACE MOTION
 AK5441
 AK5441  HISTORY     - Date     Condition        Report By
 AK5441  HISTORY     - 1978     MONUMENTED       FLDT
 AK5441  HISTORY     - 20210220 MARK NOT FOUND   GEOCAC
 AK5441
 AK5441                          STATION DESCRIPTION
 AK5441
 AK5441'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5441'13.2 MI SE FROM NEW SMYRNA BEACH.
 AK5441'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT NEW
 AK5441'SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO THE
 AK5441'END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD FOR
 AK5441'3.6 MILES TO A SAND TRAIL LEADING TO BEACH. THE MARK BEARS 16 FEET
 AK5441'NORTHWEST OF THE CENTERLINE OF THE SAND TRAIL AND 12 FEET SOUTHWEST
 AK5441'OF THE EAST EDGE OF THE SAND DUNE LINE.
 AK5441
 AK5441                          STATION RECOVERY (2021)
 AK5441
 AK5441'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5441'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5443 ***********************************************************************
 AK5443  DESIGNATION -  79 78 A 02
 AK5443  PID         -  AK5443
 AK5443  STATE/COUNTY-  FL/VOLUSIA
 AK5443  COUNTRY     -  US
 AK5443  USGS QUAD   -  ARIEL (2018)
 AK5443
 AK5443                         *CURRENT SURVEY CONTROL
 AK5443  ______________________________________________________________________
 AK5443* NAD 83(1986) POSITION- 28 53 29.0    (N) 080 47 54.6    (W)   HD_HELD2
 AK5443* NAVD 88 ORTHO HEIGHT -     5.196 (meters)       17.05  (feet) ADJUSTED
 AK5443  ______________________________________________________________________
 AK5443  GEOID HEIGHT    -        -28.153 (meters)                     GEOID18
 AK5443  DYNAMIC HEIGHT  -          5.189 (meters)       17.02  (feet) COMP
 AK5443  MODELED GRAVITY -    979,263.8   (mgal)                       NAVD 88
 AK5443
 AK5443  VERT ORDER      -  SECOND    CLASS II
 AK5443
 AK5443.The horizontal coordinates were established by autonomous hand held GPS
 AK5443.observations and have an estimated accuracy of +/- 10 meters.
 AK5443
 AK5443.The orthometric height was determined by differential leveling and
 AK5443.adjusted by the NATIONAL GEODETIC SURVEY
 AK5443.in June 1991.
 AK5443
 AK5443.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5443.GEOID18 height accuracy estimate available here.
 AK5443
 AK5443.Click photographs - Photos may exist for this station.
 AK5443
 AK5443.The dynamic height is computed by dividing the NAVD 88
 AK5443.geopotential number by the normal gravity value computed on the
 AK5443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5443.degrees latitude (g = 980.6199 gals.).
 AK5443
 AK5443.The modeled gravity was interpolated from observed gravity values.
 AK5443
 AK5443;                    North         East    Units  Estimated Accuracy
 AK5443;SPC FL E     -   505,010.      219,653.      MT  (+/- 10 meters HH2 GPS)
 AK5443
 AK5443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1964695969(NAD 83)
 AK5443
 AK5443                          SUPERSEDED SURVEY CONTROL
 AK5443
 AK5443  NGVD 29 (09/01/92)    5.577  (m)           18.30   (f) ADJUSTED    2 2
 AK5443
 AK5443.Superseded values are not recommended for survey control.
 AK5443
 AK5443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5443.See file dsdata.pdf to determine how the superseded data were derived.
 AK5443
 AK5443_MARKER: DD = SURVEY DISK
 AK5443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5443_STAMPING: 79 78 A02
 AK5443_MARK LOGO: FLDNR
 AK5443_PROJECTION: FLUSH
 AK5443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5443+STABILITY: SURFACE MOTION
 AK5443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5443+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2021
 AK5443
 AK5443  HISTORY     - Date     Condition        Report By
 AK5443  HISTORY     - 1978     MONUMENTED       FLDT
 AK5443  HISTORY     - 20210220 GOOD             GEOCAC
 AK5443
 AK5443                          STATION DESCRIPTION
 AK5443
 AK5443'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5443'12.5 MI SE FROM NEW SMYRNA BEACH.
 AK5443'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5443'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5443'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5443'FOR 2.9 MILES TO A SAND TRAIL LEADING TO BEACH. THE MARK BEARS 43
 AK5443'FEET NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD, 9 FEET SOUTH-
 AK5443'EAST OF A NO DRIVING ON SAND DUNES SIGN AND 9 FEET SOUTHEAST OF THE
 AK5443'CENTERLINE OF THE SAND TRAIL. MARK IS A FLORIDA DEPARTMENT OF
 AK5443'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AK5443'TRANSPORTATION.
 AK5443
 AK5443                          STATION RECOVERY (2021)
 AK5443
 AK5443'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5443'THE MARK IS 3.3 FT (1.0 M) NORTHWEST OF A METAL WITNESS POST AND IS
 AK5443'ABOUT 90 PER CENT COVERED WITH A DOWNED 6-INCH (15 CM) PALM TREE.  THE
 AK5443'DIRT ROAD LEADING TO THE SAND TRAIL HAS BEEN PAVED, THE NO DRIVING ON
 AK5443'SAND DUNES SIGN HAS BEEN REMOVED AND THE LOCATION IS NOW IN CANAVERAL
 AK5443'NATIONAL SEASHORE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5444 ***********************************************************************
 AK5444  DESIGNATION -  79 78 A 02 RM 1
 AK5444  PID         -  AK5444
 AK5444  STATE/COUNTY-  FL/VOLUSIA
 AK5444  COUNTRY     -  US
 AK5444  USGS QUAD   -  ARIEL (2018)
 AK5444
 AK5444                         *CURRENT SURVEY CONTROL
 AK5444  ______________________________________________________________________
 AK5444* NAD 83(1986) POSITION- 28 53 29.3    (N) 080 47 54.1    (W)   HD_HELD2
 AK5444* NAVD 88 ORTHO HEIGHT -     4.481 (meters)       14.70  (feet) ADJUSTED
 AK5444  ______________________________________________________________________
 AK5444  GEOID HEIGHT    -        -28.153 (meters)                     GEOID18
 AK5444  DYNAMIC HEIGHT  -          4.475 (meters)       14.68  (feet) COMP
 AK5444  MODELED GRAVITY -    979,263.8   (mgal)                       NAVD 88
 AK5444
 AK5444  VERT ORDER      -  SECOND    CLASS II
 AK5444
 AK5444.The horizontal coordinates were established by autonomous hand held GPS
 AK5444.observations and have an estimated accuracy of +/- 10 meters.
 AK5444
 AK5444.The orthometric height was determined by differential leveling and
 AK5444.adjusted by the NATIONAL GEODETIC SURVEY
 AK5444.in June 1991.
 AK5444
 AK5444.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5444.GEOID18 height accuracy estimate available here.
 AK5444
 AK5444.Click photographs - Photos may exist for this station.
 AK5444
 AK5444.The dynamic height is computed by dividing the NAVD 88
 AK5444.geopotential number by the normal gravity value computed on the
 AK5444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5444.degrees latitude (g = 980.6199 gals.).
 AK5444
 AK5444.The modeled gravity was interpolated from observed gravity values.
 AK5444
 AK5444;                    North         East    Units  Estimated Accuracy
 AK5444;SPC FL E     -   505,019.      219,667.      MT  (+/- 10 meters HH2 GPS)
 AK5444
 AK5444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1966095978(NAD 83)
 AK5444
 AK5444                          SUPERSEDED SURVEY CONTROL
 AK5444
 AK5444  NGVD 29 (09/01/92)    4.862  (m)           15.95   (f) ADJUSTED    2 2
 AK5444
 AK5444.Superseded values are not recommended for survey control.
 AK5444
 AK5444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5444.See file dsdata.pdf to determine how the superseded data were derived.
 AK5444
 AK5444_MARKER: DD = SURVEY DISK
 AK5444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5444_STAMPING: RM NO 1 79 78 A02
 AK5444_MARK LOGO: FLDT
 AK5444_PROJECTION: FLUSH
 AK5444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5444+STABILITY: SURFACE MOTION
 AK5444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5444+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2021
 AK5444
 AK5444  HISTORY     - Date     Condition        Report By
 AK5444  HISTORY     - 1978     MONUMENTED       FLDT
 AK5444  HISTORY     - 20210220 GOOD             GEOCAC
 AK5444
 AK5444                          STATION DESCRIPTION
 AK5444
 AK5444'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5444'12.5 MI SE FROM NEW SMYRNA BEACH.
 AK5444'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5444'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5444'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5444'FOR 2.9 MILES TO A SAND TRAIL LEADING TO BEACH. THE MARK BEARS 110
 AK5444'FEET SOUTHWEST OF THE EAST EDGE OF THE SAND DUNE LINE, 70 FEET
 AK5444'NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD AND 8 FEET NORTHWEST
 AK5444'OF THE CENTERLINE OF THE SAND TRAIL.
 AK5444
 AK5444                          STATION RECOVERY (2021)
 AK5444
 AK5444'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5444'THE MARK IS 1.2 FT (0.4 M) SOUTH OF A METAL WITNESS POST.  THE DIRT
 AK5444'ROAD LEADING TO THE SAND TRAIL HAS BEEN PAVED AND THE LOCATION IS NOW
 AK5444'IN CANAVERAL NATIONAL SEASHORE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5442 ***********************************************************************
 AK5442  DESIGNATION -  79 78 A 02 RM 2
 AK5442  PID         -  AK5442
 AK5442  STATE/COUNTY-  FL/VOLUSIA
 AK5442  COUNTRY     -  US
 AK5442  USGS QUAD   -  ARIEL (2018)
 AK5442
 AK5442                         *CURRENT SURVEY CONTROL
 AK5442  ______________________________________________________________________
 AK5442* NAD 83(1986) POSITION- 28 53 29.     (N) 080 47 54.     (W)   SCALED
 AK5442* NAVD 88 ORTHO HEIGHT -     5.564 (meters)       18.25  (feet) ADJUSTED
 AK5442  ______________________________________________________________________
 AK5442  GEOID HEIGHT    -        -28.153 (meters)                     GEOID18
 AK5442  DYNAMIC HEIGHT  -          5.556 (meters)       18.23  (feet) COMP
 AK5442  MODELED GRAVITY -    979,263.8   (mgal)                       NAVD 88
 AK5442
 AK5442  VERT ORDER      -  SECOND    CLASS II
 AK5442
 AK5442.The horizontal coordinates were scaled from a map and have
 AK5442.an estimated accuracy of +/- 6 seconds.
 AK5442
 AK5442.The orthometric height was determined by differential leveling and
 AK5442.adjusted by the NATIONAL GEODETIC SURVEY
 AK5442.in June 1991.
 AK5442
 AK5442.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5442.GEOID18 height accuracy estimate available here.
 AK5442
 AK5442.Click photographs - Photos may exist for this station.
 AK5442
 AK5442.The dynamic height is computed by dividing the NAVD 88
 AK5442.geopotential number by the normal gravity value computed on the
 AK5442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5442.degrees latitude (g = 980.6199 gals.).
 AK5442
 AK5442.The modeled gravity was interpolated from observed gravity values.
 AK5442
 AK5442;                    North         East    Units  Estimated Accuracy
 AK5442;SPC FL E     -   505,010.      219,670.      MT  (+/- 180 meters Scaled)
 AK5442
 AK5442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM196959(NAD 83)
 AK5442
 AK5442                          SUPERSEDED SURVEY CONTROL
 AK5442
 AK5442  NGVD 29 (09/01/92)    5.945  (m)           19.50   (f) ADJUSTED    2 2
 AK5442
 AK5442.Superseded values are not recommended for survey control.
 AK5442
 AK5442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5442.See file dsdata.pdf to determine how the superseded data were derived.
 AK5442
 AK5442_MARKER: DD = SURVEY DISK
 AK5442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5442_STAMPING: 79 78 A02 RM NO 2
 AK5442_MARK LOGO: FLDT
 AK5442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5442+STABILITY: SURFACE MOTION
 AK5442
 AK5442  HISTORY     - Date     Condition        Report By
 AK5442  HISTORY     - 1978     MONUMENTED       FLDT
 AK5442  HISTORY     - 20210220 MARK NOT FOUND   GEOCAC
 AK5442
 AK5442                          STATION DESCRIPTION
 AK5442
 AK5442'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5442'12.5 MI SE FROM NEW SMYRNA BEACH.
 AK5442'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5442'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5442'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5442'FOR 2.9 MILES TO A SAND TRAIL LEADING TO BEACH.  THE MARK BEARS 23
 AK5442'FEET NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD AND 8 FEET
 AK5442'SOUTHEAST OF THE CENTERLINE OF THE SAND TRAIL.
 AK5442
 AK5442                          STATION RECOVERY (2021)
 AK5442
 AK5442'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5442'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5448 ***********************************************************************
 AK5448  DESIGNATION -  79 78 A 03
 AK5448  PID         -  AK5448
 AK5448  STATE/COUNTY-  FL/VOLUSIA
 AK5448  COUNTRY     -  US
 AK5448  USGS QUAD   -  ARIEL (2018)
 AK5448
 AK5448                         *CURRENT SURVEY CONTROL
 AK5448  ______________________________________________________________________
 AK5448* NAD 83(1986) POSITION- 28 53 55.9    (N) 080 48 11.5    (W)   HD_HELD2
 AK5448* NAVD 88 ORTHO HEIGHT -     5.288 (meters)       17.35  (feet) ADJUSTED
 AK5448  ______________________________________________________________________
 AK5448  GEOID HEIGHT    -        -28.150 (meters)                     GEOID18
 AK5448  DYNAMIC HEIGHT  -          5.280 (meters)       17.32  (feet) COMP
 AK5448  MODELED GRAVITY -    979,264.5   (mgal)                       NAVD 88
 AK5448
 AK5448  VERT ORDER      -  SECOND    CLASS II
 AK5448
 AK5448.The horizontal coordinates were established by autonomous hand held GPS
 AK5448.observations and have an estimated accuracy of +/- 10 meters.
 AK5448
 AK5448.The orthometric height was determined by differential leveling and
 AK5448.adjusted by the NATIONAL GEODETIC SURVEY
 AK5448.in June 1991.
 AK5448
 AK5448.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5448.GEOID18 height accuracy estimate available here.
 AK5448
 AK5448.Click photographs - Photos may exist for this station.
 AK5448
 AK5448.The dynamic height is computed by dividing the NAVD 88
 AK5448.geopotential number by the normal gravity value computed on the
 AK5448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5448.degrees latitude (g = 980.6199 gals.).
 AK5448
 AK5448.The modeled gravity was interpolated from observed gravity values.
 AK5448
 AK5448;                    North         East    Units  Estimated Accuracy
 AK5448;SPC FL E     -   505,837.      219,194.      MT  (+/- 10 meters HH2 GPS)
 AK5448
 AK5448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1918796796(NAD 83)
 AK5448
 AK5448                          SUPERSEDED SURVEY CONTROL
 AK5448
 AK5448  NGVD 29 (09/01/92)    5.668  (m)           18.60   (f) ADJUSTED    2 2
 AK5448
 AK5448.Superseded values are not recommended for survey control.
 AK5448
 AK5448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5448.See file dsdata.pdf to determine how the superseded data were derived.
 AK5448
 AK5448_MARKER: DD = SURVEY DISK
 AK5448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5448_STAMPING: 79 78 A03
 AK5448_MARK LOGO: FLDNR
 AK5448_PROJECTION: RECESSED 20 CENTIMETERS
 AK5448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5448+STABILITY: SURFACE MOTION
 AK5448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5448+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2021
 AK5448
 AK5448  HISTORY     - Date     Condition        Report By
 AK5448  HISTORY     - 1978     MONUMENTED       FLDT
 AK5448  HISTORY     - 20210220 GOOD             GEOCAC
 AK5448
 AK5448                          STATION DESCRIPTION
 AK5448
 AK5448'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5448'11.9 MI SE FROM NEW SMYRNA BEACH.
 AK5448'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5448'THE NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES
 AK5448'TO THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT
 AK5448'ROAD FOR 2.3 MILES TO A SAND TRAIL LEADING TO THE BEACH. THE MARK
 AK5448'BEARS 22 FEET SOUTHWEST OF THE EAST EDGE OF THE SAND DUNE LINE,
 AK5448'14 FEET NORTHWEST OF CENTERLINE OF THE SAND TRAIL AND 13.2 FEET
 AK5448'WEST OF THE SOUTHWEST END OF THE WOODEN HANDRAIL OF THE WALKWAY TO
 AK5448'BEACH.
 AK5448'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AK5448'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AK5448
 AK5448                          STATION RECOVERY (2021)
 AK5448
 AK5448'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5448'THE MARK IS 2.4 FT (0.7 M) SOUTH OF A METAL WITNESS POST.  THE DIRT
 AK5448'ROAD HAS BEEN PAVED, THE SAND TRAIL IS NOW A WOODEN WALKWAY LEADING
 AK5448'EAST FROM PARKING LOT 3 AND THE LOCATION IS NOW IN CANAVERAL NATIONAL
 AK5448'SEASHORE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5446 ***********************************************************************
 AK5446  DESIGNATION -  79 78 A 03 RM 1
 AK5446  PID         -  AK5446
 AK5446  STATE/COUNTY-  FL/VOLUSIA
 AK5446  COUNTRY     -  US
 AK5446  USGS QUAD   -  ARIEL (2018)
 AK5446
 AK5446                         *CURRENT SURVEY CONTROL
 AK5446  ______________________________________________________________________
 AK5446* NAD 83(1986) POSITION- 28 53 56.     (N) 080 48 11.     (W)   SCALED
 AK5446* NAVD 88 ORTHO HEIGHT -     4.684 (meters)       15.37  (feet) ADJUSTED
 AK5446  ______________________________________________________________________
 AK5446  GEOID HEIGHT    -        -28.150 (meters)                     GEOID18
 AK5446  DYNAMIC HEIGHT  -          4.677 (meters)       15.34  (feet) COMP
 AK5446  MODELED GRAVITY -    979,264.5   (mgal)                       NAVD 88
 AK5446
 AK5446  VERT ORDER      -  SECOND    CLASS II
 AK5446
 AK5446.The horizontal coordinates were scaled from a map and have
 AK5446.an estimated accuracy of +/- 6 seconds.
 AK5446
 AK5446.The orthometric height was determined by differential leveling and
 AK5446.adjusted by the NATIONAL GEODETIC SURVEY
 AK5446.in June 1991.
 AK5446
 AK5446.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5446.GEOID18 height accuracy estimate available here.
 AK5446
 AK5446.Click photographs - Photos may exist for this station.
 AK5446
 AK5446.The dynamic height is computed by dividing the NAVD 88
 AK5446.geopotential number by the normal gravity value computed on the
 AK5446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5446.degrees latitude (g = 980.6199 gals.).
 AK5446
 AK5446.The modeled gravity was interpolated from observed gravity values.
 AK5446
 AK5446;                    North         East    Units  Estimated Accuracy
 AK5446;SPC FL E     -   505,840.      219,210.      MT  (+/- 180 meters Scaled)
 AK5446
 AK5446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM192967(NAD 83)
 AK5446
 AK5446                          SUPERSEDED SURVEY CONTROL
 AK5446
 AK5446  NGVD 29 (09/01/92)    5.064  (m)           16.61   (f) ADJUSTED    2 2
 AK5446
 AK5446.Superseded values are not recommended for survey control.
 AK5446
 AK5446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5446.See file dsdata.pdf to determine how the superseded data were derived.
 AK5446
 AK5446_MARKER: DD = SURVEY DISK
 AK5446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5446_STAMPING: 79 78 A03 RM NO 1
 AK5446_MARK LOGO: FLDT
 AK5446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5446+STABILITY: SURFACE MOTION
 AK5446
 AK5446  HISTORY     - Date     Condition        Report By
 AK5446  HISTORY     - 1978     MONUMENTED       FLDT
 AK5446  HISTORY     - 20210220 MARK NOT FOUND   GEOCAC
 AK5446
 AK5446                          STATION DESCRIPTION
 AK5446
 AK5446'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5446'11.9 MI SE FROM NEW SMYRNA BEACH.
 AK5446'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5446'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5446'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5446'FOR 2.3 MILES TO A SAND TRAIL LEADING TO THE BEACH. THE MARK BEARS
 AK5446'42.5 FEET SOUTH OF THE SOUTHWEST END OF THE WOODEN HANDRAIL OF THE
 AK5446'WALKWAY TO BEACH AND 30.5 FEET SOUTHEAST OF THE CENTERLINE OF THE
 AK5446'SAND TRAIL.
 AK5446
 AK5446                          STATION RECOVERY (2021)
 AK5446
 AK5446'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5446'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5447 ***********************************************************************
 AK5447  DESIGNATION -  79 78 A 03 RM 2
 AK5447  PID         -  AK5447
 AK5447  STATE/COUNTY-  FL/VOLUSIA
 AK5447  COUNTRY     -  US
 AK5447  USGS QUAD   -  ARIEL (2018)
 AK5447
 AK5447                         *CURRENT SURVEY CONTROL
 AK5447  ______________________________________________________________________
 AK5447* NAD 83(1986) POSITION- 28 53 56.     (N) 080 48 11.     (W)   SCALED
 AK5447* NAVD 88 ORTHO HEIGHT -     4.769 (meters)       15.65  (feet) ADJUSTED
 AK5447  ______________________________________________________________________
 AK5447  GEOID HEIGHT    -        -28.150 (meters)                     GEOID18
 AK5447  DYNAMIC HEIGHT  -          4.762 (meters)       15.62  (feet) COMP
 AK5447  MODELED GRAVITY -    979,264.5   (mgal)                       NAVD 88
 AK5447
 AK5447  VERT ORDER      -  SECOND    CLASS II
 AK5447
 AK5447.The horizontal coordinates were scaled from a map and have
 AK5447.an estimated accuracy of +/- 6 seconds.
 AK5447
 AK5447.The orthometric height was determined by differential leveling and
 AK5447.adjusted by the NATIONAL GEODETIC SURVEY
 AK5447.in June 1991.
 AK5447
 AK5447.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5447.GEOID18 height accuracy estimate available here.
 AK5447
 AK5447.Click photographs - Photos may exist for this station.
 AK5447
 AK5447.The dynamic height is computed by dividing the NAVD 88
 AK5447.geopotential number by the normal gravity value computed on the
 AK5447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5447.degrees latitude (g = 980.6199 gals.).
 AK5447
 AK5447.The modeled gravity was interpolated from observed gravity values.
 AK5447
 AK5447;                    North         East    Units  Estimated Accuracy
 AK5447;SPC FL E     -   505,840.      219,210.      MT  (+/- 180 meters Scaled)
 AK5447
 AK5447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM192967(NAD 83)
 AK5447
 AK5447                          SUPERSEDED SURVEY CONTROL
 AK5447
 AK5447  NGVD 29 (09/01/92)    5.149  (m)           16.89   (f) ADJUSTED    2 2
 AK5447
 AK5447.Superseded values are not recommended for survey control.
 AK5447
 AK5447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5447.See file dsdata.pdf to determine how the superseded data were derived.
 AK5447
 AK5447_MARKER: DD = SURVEY DISK
 AK5447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5447_STAMPING: 79 78 A03 RM NO 2
 AK5447_MARK LOGO: FLDT
 AK5447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5447+STABILITY: SURFACE MOTION
 AK5447
 AK5447  HISTORY     - Date     Condition        Report By
 AK5447  HISTORY     - 1978     MONUMENTED       FLDT
 AK5447  HISTORY     - 20210220 MARK NOT FOUND   GEOCAC
 AK5447
 AK5447                          STATION DESCRIPTION
 AK5447
 AK5447'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5447'11.9 MI SE FROM NEW SMYRNA BEACH.
 AK5447'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5447'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5447'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5447'FOR 2.3 MILES TO A SAND TRAIL LEADING TO THE BEACH. THE MARK BEARS
 AK5447'28.5 FEET WEST OF THE SOUTHWEST END OF THE WOODEN HANDRAIL OF THE
 AK5447'WALKWAY TO BEACH AND 23 FEET NORTHWEST OF THE CENTERLINE OF THE
 AK5447'SAND TRAIL.
 AK5447
 AK5447                          STATION RECOVERY (2021)
 AK5447
 AK5447'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5447'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5450 ***********************************************************************
 AK5450  DESIGNATION -  79 78 A 04
 AK5450  PID         -  AK5450
 AK5450  STATE/COUNTY-  FL/VOLUSIA
 AK5450  COUNTRY     -  US
 AK5450  USGS QUAD   -  ARIEL (2018)
 AK5450
 AK5450                         *CURRENT SURVEY CONTROL
 AK5450  ______________________________________________________________________
 AK5450* NAD 83(1986) POSITION- 28 54 12.     (N) 080 48 23.     (W)   SCALED
 AK5450* NAVD 88 ORTHO HEIGHT -     5.545 (meters)       18.19  (feet) ADJUSTED
 AK5450  ______________________________________________________________________
 AK5450  GEOID HEIGHT    -        -28.147 (meters)                     GEOID18
 AK5450  DYNAMIC HEIGHT  -          5.537 (meters)       18.17  (feet) COMP
 AK5450  MODELED GRAVITY -    979,264.9   (mgal)                       NAVD 88
 AK5450
 AK5450  VERT ORDER      -  SECOND    CLASS II
 AK5450
 AK5450.The horizontal coordinates were scaled from a map and have
 AK5450.an estimated accuracy of +/- 6 seconds.
 AK5450
 AK5450.The orthometric height was determined by differential leveling and
 AK5450.adjusted by the NATIONAL GEODETIC SURVEY
 AK5450.in June 1991.
 AK5450
 AK5450.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5450.GEOID18 height accuracy estimate available here.
 AK5450
 AK5450.Click photographs - Photos may exist for this station.
 AK5450
 AK5450.The dynamic height is computed by dividing the NAVD 88
 AK5450.geopotential number by the normal gravity value computed on the
 AK5450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5450.degrees latitude (g = 980.6199 gals.).
 AK5450
 AK5450.The modeled gravity was interpolated from observed gravity values.
 AK5450
 AK5450;                    North         East    Units  Estimated Accuracy
 AK5450;SPC FL E     -   506,330.      218,880.      MT  (+/- 180 meters Scaled)
 AK5450
 AK5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM188972(NAD 83)
 AK5450
 AK5450                          SUPERSEDED SURVEY CONTROL
 AK5450
 AK5450  NGVD 29 (09/01/92)    5.925  (m)           19.44   (f) ADJUSTED    2 2
 AK5450
 AK5450.Superseded values are not recommended for survey control.
 AK5450
 AK5450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5450.See file dsdata.pdf to determine how the superseded data were derived.
 AK5450
 AK5450_MARKER: DD = SURVEY DISK
 AK5450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5450_STAMPING: 79 78 A04
 AK5450_MARK LOGO: FLDNR
 AK5450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5450+STABILITY: SURFACE MOTION
 AK5450
 AK5450  HISTORY     - Date     Condition        Report By
 AK5450  HISTORY     - 1978     MONUMENTED       FLDT
 AK5450  HISTORY     - 20210220 MARK NOT FOUND   GEOCAC
 AK5450
 AK5450                          STATION DESCRIPTION
 AK5450
 AK5450'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5450'11.5 MI SE FROM NEW SMYRNA BEACH.
 AK5450'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5450'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5450'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5450'FOR 1.9 MILES TO THE INTERSECTION OF A SAND TRAIL TO BEACH. THE
 AK5450'MARK BEARS 112 FEET EAST SOUTHEAST OF A NO PARKING SIGN, 35 FEET
 AK5450'SOUTHEAST OF THE CENTERLINE OF THE SAND TRAIL AND 32 FEET SOUTH-
 AK5450'WEST OF THE EAST EDGE OF THE SAND DUNE LINE. MARK IS A FLORIDA
 AK5450'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AK5450'OF TRANSPORTATION.
 AK5450
 AK5450                          STATION RECOVERY (2021)
 AK5450
 AK5450'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5450'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5451 ***********************************************************************
 AK5451  DESIGNATION -  79 78 A 04 RM 1
 AK5451  PID         -  AK5451
 AK5451  STATE/COUNTY-  FL/VOLUSIA
 AK5451  COUNTRY     -  US
 AK5451  USGS QUAD   -  ARIEL (2018)
 AK5451
 AK5451                         *CURRENT SURVEY CONTROL
 AK5451  ______________________________________________________________________
 AK5451* NAD 83(1986) POSITION- 28 54 12.     (N) 080 48 23.     (W)   SCALED
 AK5451* NAVD 88 ORTHO HEIGHT -     5.365 (meters)       17.60  (feet) ADJUSTED
 AK5451  ______________________________________________________________________
 AK5451  GEOID HEIGHT    -        -28.147 (meters)                     GEOID18
 AK5451  DYNAMIC HEIGHT  -          5.357 (meters)       17.58  (feet) COMP
 AK5451  MODELED GRAVITY -    979,264.9   (mgal)                       NAVD 88
 AK5451
 AK5451  VERT ORDER      -  SECOND    CLASS II
 AK5451
 AK5451.The horizontal coordinates were scaled from a map and have
 AK5451.an estimated accuracy of +/- 6 seconds.
 AK5451
 AK5451.The orthometric height was determined by differential leveling and
 AK5451.adjusted by the NATIONAL GEODETIC SURVEY
 AK5451.in June 1991.
 AK5451
 AK5451.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5451.GEOID18 height accuracy estimate available here.
 AK5451
 AK5451.Click photographs - Photos may exist for this station.
 AK5451
 AK5451.The dynamic height is computed by dividing the NAVD 88
 AK5451.geopotential number by the normal gravity value computed on the
 AK5451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5451.degrees latitude (g = 980.6199 gals.).
 AK5451
 AK5451.The modeled gravity was interpolated from observed gravity values.
 AK5451
 AK5451;                    North         East    Units  Estimated Accuracy
 AK5451;SPC FL E     -   506,330.      218,880.      MT  (+/- 180 meters Scaled)
 AK5451
 AK5451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM188972(NAD 83)
 AK5451
 AK5451                          SUPERSEDED SURVEY CONTROL
 AK5451
 AK5451  NGVD 29 (09/01/92)    5.744  (m)           18.85   (f) ADJUSTED    2 2
 AK5451
 AK5451.Superseded values are not recommended for survey control.
 AK5451
 AK5451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5451.See file dsdata.pdf to determine how the superseded data were derived.
 AK5451
 AK5451_MARKER: DD = SURVEY DISK
 AK5451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5451_STAMPING: 79 78 A04 RM NO 1
 AK5451_MARK LOGO: FLDT
 AK5451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5451+STABILITY: SURFACE MOTION
 AK5451
 AK5451  HISTORY     - Date     Condition        Report By
 AK5451  HISTORY     - 1978     MONUMENTED       FLDT
 AK5451  HISTORY     - 20210220 MARK NOT FOUND   GEOCAC
 AK5451
 AK5451                          STATION DESCRIPTION
 AK5451
 AK5451'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5451'11.5 MI SE FROM NEW SMYRNA BEACH.
 AK5451'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5451'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5451'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5451'FOR 1.9 MILES TO THE INTERSECTION OF A SAND TRAIL TO BEACH. THE MARK
 AK5451'BEARS 20 FEET SOUTHWEST OF THE SAND DUNE LINE, 9 FEET NORTHWEST OF
 AK5451'THE CENTERLINE OF THE SAND TRAIL AND 7.8 FEET NORTHWEST OF THE
 AK5451'NORTHWEST CORNER OF A WOODEN GARBAGE CAN HOLDER.
 AK5451
 AK5451                          STATION RECOVERY (2021)
 AK5451
 AK5451'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5451'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5449 ***********************************************************************
 AK5449  DESIGNATION -  79 78 A 04 RM 2
 AK5449  PID         -  AK5449
 AK5449  STATE/COUNTY-  FL/VOLUSIA
 AK5449  COUNTRY     -  US
 AK5449  USGS QUAD   -  ARIEL (2018)
 AK5449
 AK5449                         *CURRENT SURVEY CONTROL
 AK5449  ______________________________________________________________________
 AK5449* NAD 83(1986) POSITION- 28 54 12.     (N) 080 48 23.     (W)   SCALED
 AK5449* NAVD 88 ORTHO HEIGHT -     4.948 (meters)       16.23  (feet) ADJUSTED
 AK5449  ______________________________________________________________________
 AK5449  GEOID HEIGHT    -        -28.147 (meters)                     GEOID18
 AK5449  DYNAMIC HEIGHT  -          4.941 (meters)       16.21  (feet) COMP
 AK5449  MODELED GRAVITY -    979,264.9   (mgal)                       NAVD 88
 AK5449
 AK5449  VERT ORDER      -  SECOND    CLASS II
 AK5449
 AK5449.The horizontal coordinates were scaled from a map and have
 AK5449.an estimated accuracy of +/- 6 seconds.
 AK5449
 AK5449.The orthometric height was determined by differential leveling and
 AK5449.adjusted by the NATIONAL GEODETIC SURVEY
 AK5449.in June 1991.
 AK5449
 AK5449.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5449.GEOID18 height accuracy estimate available here.
 AK5449
 AK5449.Click photographs - Photos may exist for this station.
 AK5449
 AK5449.The dynamic height is computed by dividing the NAVD 88
 AK5449.geopotential number by the normal gravity value computed on the
 AK5449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5449.degrees latitude (g = 980.6199 gals.).
 AK5449
 AK5449.The modeled gravity was interpolated from observed gravity values.
 AK5449
 AK5449;                    North         East    Units  Estimated Accuracy
 AK5449;SPC FL E     -   506,330.      218,880.      MT  (+/- 180 meters Scaled)
 AK5449
 AK5449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM188972(NAD 83)
 AK5449
 AK5449                          SUPERSEDED SURVEY CONTROL
 AK5449
 AK5449  NGVD 29 (09/01/92)    5.328  (m)           17.48   (f) ADJUSTED    2 2
 AK5449
 AK5449.Superseded values are not recommended for survey control.
 AK5449
 AK5449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5449.See file dsdata.pdf to determine how the superseded data were derived.
 AK5449
 AK5449_MARKER: DD = SURVEY DISK
 AK5449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5449_STAMPING: 79 78 A04 RM NO 2
 AK5449_MARK LOGO: FLDT
 AK5449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5449+STABILITY: SURFACE MOTION
 AK5449
 AK5449  HISTORY     - Date     Condition        Report By
 AK5449  HISTORY     - 1978     MONUMENTED       FLDT
 AK5449  HISTORY     - 20210220 MARK NOT FOUND   GEOCAC
 AK5449
 AK5449                          STATION DESCRIPTION
 AK5449
 AK5449'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5449'11.5 MI SE FROM NEW SMYRNA BEACH.
 AK5449'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5449'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5449'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5449'FOR 1.9 MILES TO THE INTERSECTION OF A SAND TRAIL TO BEACH. THE
 AK5449'MARK BEARS 86 FEET NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD,
 AK5449'68 FEET SOUTHWEST OF THE SAND DUNE LINE AND 44 FEET SOUTHEAST OF THE
 AK5449'CENTERLINE OF THE SAND TRAIL.
 AK5449
 AK5449                          STATION RECOVERY (2021)
 AK5449
 AK5449'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5449'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5452 ***********************************************************************
 AK5452  DESIGNATION -  79 78 A 05
 AK5452  PID         -  AK5452
 AK5452  STATE/COUNTY-  FL/VOLUSIA
 AK5452  COUNTRY     -  US
 AK5452  USGS QUAD   -  ARIEL (2018)
 AK5452
 AK5452                         *CURRENT SURVEY CONTROL
 AK5452  ______________________________________________________________________
 AK5452* NAD 83(1986) POSITION- 28 54 25.6    (N) 080 48 33.5    (W)   HD_HELD2
 AK5452* NAVD 88 ORTHO HEIGHT -     4.064 (meters)       13.33  (feet) ADJUSTED
 AK5452  ______________________________________________________________________
 AK5452  GEOID HEIGHT    -        -28.145 (meters)                     GEOID18
 AK5452  DYNAMIC HEIGHT  -          4.058 (meters)       13.31  (feet) COMP
 AK5452  MODELED GRAVITY -    979,265.2   (mgal)                       NAVD 88
 AK5452
 AK5452  VERT ORDER      -  SECOND    CLASS II
 AK5452
 AK5452.The horizontal coordinates were established by autonomous hand held GPS
 AK5452.observations and have an estimated accuracy of +/- 10 meters.
 AK5452
 AK5452.The orthometric height was determined by differential leveling and
 AK5452.adjusted by the NATIONAL GEODETIC SURVEY
 AK5452.in June 1991.
 AK5452
 AK5452.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5452.GEOID18 height accuracy estimate available here.
 AK5452
 AK5452.Click photographs - Photos may exist for this station.
 AK5452
 AK5452.The dynamic height is computed by dividing the NAVD 88
 AK5452.geopotential number by the normal gravity value computed on the
 AK5452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5452.degrees latitude (g = 980.6199 gals.).
 AK5452
 AK5452.The modeled gravity was interpolated from observed gravity values.
 AK5452
 AK5452;                    North         East    Units  Estimated Accuracy
 AK5452;SPC FL E     -   506,750.      218,597.      MT  (+/- 10 meters HH2 GPS)
 AK5452
 AK5452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1859097709(NAD 83)
 AK5452
 AK5452                          SUPERSEDED SURVEY CONTROL
 AK5452
 AK5452  NGVD 29 (09/01/92)    4.444  (m)           14.58   (f) ADJUSTED    2 2
 AK5452
 AK5452.Superseded values are not recommended for survey control.
 AK5452
 AK5452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5452.See file dsdata.pdf to determine how the superseded data were derived.
 AK5452
 AK5452_MARKER: DD = SURVEY DISK
 AK5452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5452_STAMPING: 79 78 A05
 AK5452_MARK LOGO: FLDNR
 AK5452_PROJECTION: RECESSED 20 CENTIMETERS
 AK5452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5452+STABILITY: SURFACE MOTION
 AK5452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5452+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2021
 AK5452
 AK5452  HISTORY     - Date     Condition        Report By
 AK5452  HISTORY     - 1978     MONUMENTED       FLDT
 AK5452  HISTORY     - 20030414 GOOD             FL-127
 AK5452  HISTORY     - 20210220 GOOD             GEOCAC
 AK5452
 AK5452                          STATION DESCRIPTION
 AK5452
 AK5452'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5452'11.2 MI SE FROM NEW SMYRNA BEACH.
 AK5452'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5452'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5452'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5452'FOR 1.6 MILES TO THE JUNCTION OF A SAND TRAIL (ACCESS 9). THE MARK
 AK5452'BEARS 22.5 FEET WEST OF THE NORTHWEST END OF THE WOODEN BARRICADE,
 AK5452'18 FEET NORTHWEST OF THE CENTERLINE OF THE SAND TRAIL AND 15 FEET
 AK5452'NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD.
 AK5452'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AK5452'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AK5452
 AK5452                          STATION RECOVERY (2003)
 AK5452
 AK5452'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003
 AK5452'RECOVERED IN GOOD CONDITION.
 AK5452
 AK5452                          STATION RECOVERY (2021)
 AK5452
 AK5452'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5452'THE MARK IS 3.0 FT (0.9 M) SOUTHWEST OF A METAL WITNESS POST.  THE
 AK5452'DIRT ROAD HAS BEEN PAVED AND THE LOCATION IS NOW IN CANAVERAL NATIONAL
 AK5452'SEASHORE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5455 ***********************************************************************
 AK5455  DESIGNATION -  79 78 A 06
 AK5455  PID         -  AK5455
 AK5455  STATE/COUNTY-  FL/VOLUSIA
 AK5455  COUNTRY     -  US
 AK5455  USGS QUAD   -  ARIEL (2018)
 AK5455
 AK5455                         *CURRENT SURVEY CONTROL
 AK5455  ______________________________________________________________________
 AK5455* NAD 83(1986) POSITION- 28 54 56.     (N) 080 48 55.     (W)   SCALED
 AK5455* NAVD 88 ORTHO HEIGHT -     2.334 (meters)        7.66  (feet) ADJUSTED
 AK5455  ______________________________________________________________________
 AK5455  GEOID HEIGHT    -        -28.142 (meters)                     GEOID18
 AK5455  DYNAMIC HEIGHT  -          2.330 (meters)        7.64  (feet) COMP
 AK5455  MODELED GRAVITY -    979,265.8   (mgal)                       NAVD 88
 AK5455
 AK5455  VERT ORDER      -  SECOND    CLASS II
 AK5455
 AK5455.The horizontal coordinates were scaled from a map and have
 AK5455.an estimated accuracy of +/- 6 seconds.
 AK5455
 AK5455.The orthometric height was determined by differential leveling and
 AK5455.adjusted by the NATIONAL GEODETIC SURVEY
 AK5455.in June 1991.
 AK5455
 AK5455.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5455.GEOID18 height accuracy estimate available here.
 AK5455
 AK5455.Click photographs - Photos may exist for this station.
 AK5455
 AK5455.The dynamic height is computed by dividing the NAVD 88
 AK5455.geopotential number by the normal gravity value computed on the
 AK5455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5455.degrees latitude (g = 980.6199 gals.).
 AK5455
 AK5455.The modeled gravity was interpolated from observed gravity values.
 AK5455
 AK5455;                    North         East    Units  Estimated Accuracy
 AK5455;SPC FL E     -   507,690.      218,010.      MT  (+/- 180 meters Scaled)
 AK5455
 AK5455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM180986(NAD 83)
 AK5455
 AK5455                          SUPERSEDED SURVEY CONTROL
 AK5455
 AK5455  NGVD 29 (09/01/92)    2.712  (m)            8.90   (f) ADJUSTED    2 2
 AK5455
 AK5455.Superseded values are not recommended for survey control.
 AK5455
 AK5455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5455.See file dsdata.pdf to determine how the superseded data were derived.
 AK5455
 AK5455_MARKER: DD = SURVEY DISK
 AK5455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5455_STAMPING: 79 78 A06
 AK5455_MARK LOGO: FLDNR
 AK5455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5455+STABILITY: SURFACE MOTION
 AK5455
 AK5455  HISTORY     - Date     Condition        Report By
 AK5455  HISTORY     - 1978     MONUMENTED       FLDT
 AK5455  HISTORY     - 20210305 MARK NOT FOUND   GEOCAC
 AK5455
 AK5455                          STATION DESCRIPTION
 AK5455
 AK5455'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5455'10.5 MI SE FROM NEW SMYRNA BEACH.
 AK5455'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5455'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5455'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5455'FOR 0.9 MILE. THE MARK BEARS 17.4 FEET SOUTHEAST OF A POWER POLE
 AK5455'AND 13 FEET SOUTHWEST OF THE CENTERLINE OF THE GRADED ROAD. MARK IS
 AK5455'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AK5455'DEPARTMENT OF TRANSPORTATION.
 AK5455
 AK5455                          STATION RECOVERY (2021)
 AK5455
 AK5455'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5455'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5454 ***********************************************************************
 AK5454  DESIGNATION -  79 78 A 06 RM 1
 AK5454  PID         -  AK5454
 AK5454  STATE/COUNTY-  FL/VOLUSIA
 AK5454  COUNTRY     -  US
 AK5454  USGS QUAD   -  ARIEL (2018)
 AK5454
 AK5454                         *CURRENT SURVEY CONTROL
 AK5454  ______________________________________________________________________
 AK5454* NAD 83(1986) POSITION- 28 54 56.     (N) 080 48 55.     (W)   SCALED
 AK5454* NAVD 88 ORTHO HEIGHT -     2.643 (meters)        8.67  (feet) ADJUSTED
 AK5454  ______________________________________________________________________
 AK5454  GEOID HEIGHT    -        -28.142 (meters)                     GEOID18
 AK5454  DYNAMIC HEIGHT  -          2.639 (meters)        8.66  (feet) COMP
 AK5454  MODELED GRAVITY -    979,265.8   (mgal)                       NAVD 88
 AK5454
 AK5454  VERT ORDER      -  SECOND    CLASS II
 AK5454
 AK5454.The horizontal coordinates were scaled from a map and have
 AK5454.an estimated accuracy of +/- 6 seconds.
 AK5454
 AK5454.The orthometric height was determined by differential leveling and
 AK5454.adjusted by the NATIONAL GEODETIC SURVEY
 AK5454.in June 1991.
 AK5454
 AK5454.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5454.GEOID18 height accuracy estimate available here.
 AK5454
 AK5454.Click photographs - Photos may exist for this station.
 AK5454
 AK5454.The dynamic height is computed by dividing the NAVD 88
 AK5454.geopotential number by the normal gravity value computed on the
 AK5454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5454.degrees latitude (g = 980.6199 gals.).
 AK5454
 AK5454.The modeled gravity was interpolated from observed gravity values.
 AK5454
 AK5454;                    North         East    Units  Estimated Accuracy
 AK5454;SPC FL E     -   507,690.      218,010.      MT  (+/- 180 meters Scaled)
 AK5454
 AK5454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM180986(NAD 83)
 AK5454
 AK5454                          SUPERSEDED SURVEY CONTROL
 AK5454
 AK5454  NGVD 29 (09/01/92)    3.022  (m)            9.91   (f) ADJUSTED    2 2
 AK5454
 AK5454.Superseded values are not recommended for survey control.
 AK5454
 AK5454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5454.See file dsdata.pdf to determine how the superseded data were derived.
 AK5454
 AK5454_MARKER: DD = SURVEY DISK
 AK5454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5454_STAMPING: 79 78 A06 RM NO 1
 AK5454_MARK LOGO: FLDT
 AK5454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5454+STABILITY: SURFACE MOTION
 AK5454
 AK5454  HISTORY     - Date     Condition        Report By
 AK5454  HISTORY     - 1978     MONUMENTED       FLDT
 AK5454  HISTORY     - 20210305 MARK NOT FOUND   GEOCAC
 AK5454
 AK5454                          STATION DESCRIPTION
 AK5454
 AK5454'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5454'10.5 MI SE FROM NEW SMYRNA BEACH.
 AK5454'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5454'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5454'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5454'FOR 0.9 MILE. THE MARK BEARS 40 FEET EAST SOUTHEAST OF A POWER POLE
 AK5454'AND 12 FEET NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD.
 AK5454
 AK5454                          STATION RECOVERY (2021)
 AK5454
 AK5454'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5454'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5453 ***********************************************************************
 AK5453  DESIGNATION -  79 78 A 06 RM 2
 AK5453  PID         -  AK5453
 AK5453  STATE/COUNTY-  FL/VOLUSIA
 AK5453  COUNTRY     -  US
 AK5453  USGS QUAD   -  ARIEL (2018)
 AK5453
 AK5453                         *CURRENT SURVEY CONTROL
 AK5453  ______________________________________________________________________
 AK5453* NAD 83(1986) POSITION- 28 54 56.     (N) 080 48 55.     (W)   SCALED
 AK5453* NAVD 88 ORTHO HEIGHT -     2.414 (meters)        7.92  (feet) ADJUSTED
 AK5453  ______________________________________________________________________
 AK5453  GEOID HEIGHT    -        -28.142 (meters)                     GEOID18
 AK5453  DYNAMIC HEIGHT  -          2.410 (meters)        7.91  (feet) COMP
 AK5453  MODELED GRAVITY -    979,265.8   (mgal)                       NAVD 88
 AK5453
 AK5453  VERT ORDER      -  SECOND    CLASS II
 AK5453
 AK5453.The horizontal coordinates were scaled from a map and have
 AK5453.an estimated accuracy of +/- 6 seconds.
 AK5453
 AK5453.The orthometric height was determined by differential leveling and
 AK5453.adjusted by the NATIONAL GEODETIC SURVEY
 AK5453.in June 1991.
 AK5453
 AK5453.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5453.GEOID18 height accuracy estimate available here.
 AK5453
 AK5453.Click photographs - Photos may exist for this station.
 AK5453
 AK5453.The dynamic height is computed by dividing the NAVD 88
 AK5453.geopotential number by the normal gravity value computed on the
 AK5453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5453.degrees latitude (g = 980.6199 gals.).
 AK5453
 AK5453.The modeled gravity was interpolated from observed gravity values.
 AK5453
 AK5453;                    North         East    Units  Estimated Accuracy
 AK5453;SPC FL E     -   507,690.      218,010.      MT  (+/- 180 meters Scaled)
 AK5453
 AK5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM180986(NAD 83)
 AK5453
 AK5453                          SUPERSEDED SURVEY CONTROL
 AK5453
 AK5453  NGVD 29 (09/01/92)    2.792  (m)            9.16   (f) ADJUSTED    2 2
 AK5453
 AK5453.Superseded values are not recommended for survey control.
 AK5453
 AK5453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5453.See file dsdata.pdf to determine how the superseded data were derived.
 AK5453
 AK5453_MARKER: DD = SURVEY DISK
 AK5453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5453_STAMPING: 79 78 A06 RM NO 2
 AK5453_MARK LOGO: FLDT
 AK5453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5453+STABILITY: SURFACE MOTION
 AK5453
 AK5453  HISTORY     - Date     Condition        Report By
 AK5453  HISTORY     - 1978     MONUMENTED       FLDT
 AK5453  HISTORY     - 20210305 MARK NOT FOUND   GEOCAC
 AK5453
 AK5453                          STATION DESCRIPTION
 AK5453
 AK5453'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5453'10.5 MI SE FROM NEW SMYRNA BEACH.
 AK5453'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5453'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5453'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5453'FOR 0.9 MILE. THE MARK BEARS 41 FEET SOUTHEAST OF A POWER POLE AND
 AK5453'12 FEET SOUTHWEST OF THE CENTERLINE OF THE GRADED ROAD.
 AK5453
 AK5453                          STATION RECOVERY (2021)
 AK5453
 AK5453'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5453'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5456 ***********************************************************************
 AK5456  DESIGNATION -  79 78 A 07
 AK5456  PID         -  AK5456
 AK5456  STATE/COUNTY-  FL/VOLUSIA
 AK5456  COUNTRY     -  US
 AK5456  USGS QUAD   -  ARIEL (2018)
 AK5456
 AK5456                         *CURRENT SURVEY CONTROL
 AK5456  ______________________________________________________________________
 AK5456* NAD 83(1986) POSITION- 28 55 09.     (N) 080 49 03.     (W)   SCALED
 AK5456* NAVD 88 ORTHO HEIGHT -     3.512 (meters)       11.52  (feet) ADJUSTED
 AK5456  ______________________________________________________________________
 AK5456  GEOID HEIGHT    -        -28.142 (meters)                     GEOID18
 AK5456  DYNAMIC HEIGHT  -          3.507 (meters)       11.51  (feet) COMP
 AK5456  MODELED GRAVITY -    979,266.0   (mgal)                       NAVD 88
 AK5456
 AK5456  VERT ORDER      -  SECOND    CLASS II
 AK5456
 AK5456.The horizontal coordinates were scaled from a map and have
 AK5456.an estimated accuracy of +/- 6 seconds.
 AK5456
 AK5456.The orthometric height was determined by differential leveling and
 AK5456.adjusted by the NATIONAL GEODETIC SURVEY
 AK5456.in June 1991.
 AK5456
 AK5456.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5456.GEOID18 height accuracy estimate available here.
 AK5456
 AK5456.Click photographs - Photos may exist for this station.
 AK5456
 AK5456.The dynamic height is computed by dividing the NAVD 88
 AK5456.geopotential number by the normal gravity value computed on the
 AK5456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5456.degrees latitude (g = 980.6199 gals.).
 AK5456
 AK5456.The modeled gravity was interpolated from observed gravity values.
 AK5456
 AK5456;                    North         East    Units  Estimated Accuracy
 AK5456;SPC FL E     -   508,090.      217,800.      MT  (+/- 180 meters Scaled)
 AK5456
 AK5456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM177990(NAD 83)
 AK5456
 AK5456                          SUPERSEDED SURVEY CONTROL
 AK5456
 AK5456  NGVD 29 (09/01/92)    3.890  (m)           12.76   (f) ADJUSTED    2 2
 AK5456
 AK5456.Superseded values are not recommended for survey control.
 AK5456
 AK5456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5456.See file dsdata.pdf to determine how the superseded data were derived.
 AK5456
 AK5456_MARKER: DD = SURVEY DISK
 AK5456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5456_STAMPING: 79 78 A07
 AK5456_MARK LOGO: FLDNR
 AK5456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5456+STABILITY: SURFACE MOTION
 AK5456
 AK5456  HISTORY     - Date     Condition        Report By
 AK5456  HISTORY     - 1978     MONUMENTED       FLDT
 AK5456  HISTORY     - 20210305 MARK NOT FOUND   GEOCAC
 AK5456
 AK5456                          STATION DESCRIPTION
 AK5456
 AK5456'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5456'10.2 MI SE FROM NEW SMYRNA BEACH.
 AK5456'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5456'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5456'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5456'FOR 0.6 MILE TO THE JUNCTION OF A SAND TRAIL LEADING EAST TO THE
 AK5456'BEACH. THE MARK BEARS 119 FEET SOUTHEAST AND ACROSS ROAD FROM A
 AK5456'POWER POLE, 35.6 FEET NORTHWEST OF A SIGN (VEHICLES PROHIBITED),
 AK5456'32 FEET NORTHWEST OF THE CENTERLINE OF THE SAND TRAIL AND 13 FEET
 AK5456'NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD. MARK IS A FLORIDA
 AK5456'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AK5456'OF TRANSPORTATION.
 AK5456
 AK5456                          STATION RECOVERY (2021)
 AK5456
 AK5456'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5456'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5457 ***********************************************************************
 AK5457  DESIGNATION -  79 78 A 08
 AK5457  PID         -  AK5457
 AK5457  STATE/COUNTY-  FL/VOLUSIA
 AK5457  COUNTRY     -  US
 AK5457  USGS QUAD   -  ARIEL (2018)
 AK5457
 AK5457                         *CURRENT SURVEY CONTROL
 AK5457  ______________________________________________________________________
 AK5457* NAD 83(1986) POSITION- 28 55 14.     (N) 080 49 07.     (W)   SCALED
 AK5457* NAVD 88 ORTHO HEIGHT -     3.096 (meters)       10.16  (feet) ADJUSTED
 AK5457  ______________________________________________________________________
 AK5457  GEOID HEIGHT    -        -28.141 (meters)                     GEOID18
 AK5457  DYNAMIC HEIGHT  -          3.092 (meters)       10.14  (feet) COMP
 AK5457  MODELED GRAVITY -    979,266.1   (mgal)                       NAVD 88
 AK5457
 AK5457  VERT ORDER      -  SECOND    CLASS II
 AK5457
 AK5457.The horizontal coordinates were scaled from a map and have
 AK5457.an estimated accuracy of +/- 6 seconds.
 AK5457
 AK5457.The orthometric height was determined by differential leveling and
 AK5457.adjusted by the NATIONAL GEODETIC SURVEY
 AK5457.in June 1991.
 AK5457
 AK5457.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5457.GEOID18 height accuracy estimate available here.
 AK5457
 AK5457.Click photographs - Photos may exist for this station.
 AK5457
 AK5457.The dynamic height is computed by dividing the NAVD 88
 AK5457.geopotential number by the normal gravity value computed on the
 AK5457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5457.degrees latitude (g = 980.6199 gals.).
 AK5457
 AK5457.The modeled gravity was interpolated from observed gravity values.
 AK5457
 AK5457;                    North         East    Units  Estimated Accuracy
 AK5457;SPC FL E     -   508,240.      217,690.      MT  (+/- 180 meters Scaled)
 AK5457
 AK5457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM176991(NAD 83)
 AK5457
 AK5457                          SUPERSEDED SURVEY CONTROL
 AK5457
 AK5457  NGVD 29 (09/01/92)    3.474  (m)           11.40   (f) ADJUSTED    2 2
 AK5457
 AK5457.Superseded values are not recommended for survey control.
 AK5457
 AK5457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5457.See file dsdata.pdf to determine how the superseded data were derived.
 AK5457
 AK5457_MARKER: DD = SURVEY DISK
 AK5457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5457_STAMPING: 79 78 A08
 AK5457_MARK LOGO: FLDNR
 AK5457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5457+STABILITY: SURFACE MOTION
 AK5457
 AK5457  HISTORY     - Date     Condition        Report By
 AK5457  HISTORY     - 1978     MONUMENTED       FLDT
 AK5457  HISTORY     - 20210305 MARK NOT FOUND   GEOCAC
 AK5457
 AK5457                          STATION DESCRIPTION
 AK5457
 AK5457'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5457'10.1 MI SE FROM NEW SMYRNA BEACH.
 AK5457'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5457'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5457'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5457'FOR O.5 MILE TO THE INTERSECTION OF A SAND TRAIL. THE MARK BEARS
 AK5457'92 FEET NORTHWEST OF A POWER POLE, 31 FEET WEST OF THE CENTERLINE
 AK5457'OF THE INTERSECTION AND 13 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AK5457'GRADED ROAD. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AK5457'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AK5457
 AK5457                          STATION RECOVERY (2021)
 AK5457
 AK5457'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5457'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5459 ***********************************************************************
 AK5459  DESIGNATION -  79 78 A 09
 AK5459  PID         -  AK5459
 AK5459  STATE/COUNTY-  FL/VOLUSIA
 AK5459  COUNTRY     -  US
 AK5459  USGS QUAD   -  ARIEL (2018)
 AK5459
 AK5459                         *CURRENT SURVEY CONTROL
 AK5459  ______________________________________________________________________
 AK5459* NAD 83(1986) POSITION- 28 55 30.8    (N) 080 49 17.1    (W)   HD_HELD2
 AK5459* NAVD 88 ORTHO HEIGHT -     5.209 (meters)       17.09  (feet) ADJUSTED
 AK5459  ______________________________________________________________________
 AK5459  GEOID HEIGHT    -        -28.141 (meters)                     GEOID18
 AK5459  DYNAMIC HEIGHT  -          5.202 (meters)       17.07  (feet) COMP
 AK5459  MODELED GRAVITY -    979,266.5   (mgal)                       NAVD 88
 AK5459
 AK5459  VERT ORDER      -  SECOND    CLASS II
 AK5459
 AK5459.The horizontal coordinates were established by autonomous hand held GPS
 AK5459.observations and have an estimated accuracy of +/- 10 meters.
 AK5459
 AK5459.The orthometric height was determined by differential leveling and
 AK5459.adjusted by the NATIONAL GEODETIC SURVEY
 AK5459.in June 1991.
 AK5459
 AK5459.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5459.GEOID18 height accuracy estimate available here.
 AK5459
 AK5459.Click photographs - Photos may exist for this station.
 AK5459
 AK5459.The dynamic height is computed by dividing the NAVD 88
 AK5459.geopotential number by the normal gravity value computed on the
 AK5459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5459.degrees latitude (g = 980.6199 gals.).
 AK5459
 AK5459.The modeled gravity was interpolated from observed gravity values.
 AK5459
 AK5459;                    North         East    Units  Estimated Accuracy
 AK5459;SPC FL E     -   508,756.      217,412.      MT  (+/- 10 meters HH2 GPS)
 AK5459
 AK5459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1740699714(NAD 83)
 AK5459
 AK5459                          SUPERSEDED SURVEY CONTROL
 AK5459
 AK5459  NGVD 29 (09/01/92)    5.587  (m)           18.33   (f) ADJUSTED    2 2
 AK5459
 AK5459.Superseded values are not recommended for survey control.
 AK5459
 AK5459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5459.See file dsdata.pdf to determine how the superseded data were derived.
 AK5459
 AK5459_MARKER: DD = SURVEY DISK
 AK5459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5459_STAMPING: 79 78 A09
 AK5459_MARK LOGO: FLDNR
 AK5459_PROJECTION: RECESSED 8 CENTIMETERS
 AK5459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5459+STABILITY: SURFACE MOTION
 AK5459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5459+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2021
 AK5459
 AK5459  HISTORY     - Date     Condition        Report By
 AK5459  HISTORY     - 1978     MONUMENTED       FLDT
 AK5459  HISTORY     - 20210305 GOOD             GEOCAC
 AK5459
 AK5459                          STATION DESCRIPTION
 AK5459
 AK5459'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5459'9.8 MI SE FROM NEW SMYRNA BEACH.
 AK5459'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5459'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5459'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5459'FOR 0.2 MILE. THE MARK BEARS 32.4 FEET NORTHEAST OF A POWER POLE,
 AK5459'16 FEET NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD AND 5.6
 AK5459'FEET SOUTH OF A GUY POLE. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AK5459'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AK5459
 AK5459                          STATION RECOVERY (2021)
 AK5459
 AK5459'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5459'THE MARK IS 1.0 FT (0.3 M) SOUTHWEST OF A CARSONITE WITNESS POST.  THE
 AK5459'DIRT ROAD HAS BEEN PAVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5458 ***********************************************************************
 AK5458  DESIGNATION -  79 78 A 09 RM 1
 AK5458  PID         -  AK5458
 AK5458  STATE/COUNTY-  FL/VOLUSIA
 AK5458  COUNTRY     -  US
 AK5458  USGS QUAD   -  ARIEL (2018)
 AK5458
 AK5458                         *CURRENT SURVEY CONTROL
 AK5458  ______________________________________________________________________
 AK5458* NAD 83(1986) POSITION- 28 55 30.6    (N) 080 49 17.0    (W)   HD_HELD2
 AK5458* NAVD 88 ORTHO HEIGHT -     5.376 (meters)       17.64  (feet) ADJUSTED
 AK5458  ______________________________________________________________________
 AK5458  GEOID HEIGHT    -        -28.141 (meters)                     GEOID18
 AK5458  DYNAMIC HEIGHT  -          5.368 (meters)       17.61  (feet) COMP
 AK5458  MODELED GRAVITY -    979,266.5   (mgal)                       NAVD 88
 AK5458
 AK5458  VERT ORDER      -  SECOND    CLASS II
 AK5458
 AK5458.The horizontal coordinates were established by autonomous hand held GPS
 AK5458.observations and have an estimated accuracy of +/- 10 meters.
 AK5458
 AK5458.The orthometric height was determined by differential leveling and
 AK5458.adjusted by the NATIONAL GEODETIC SURVEY
 AK5458.in June 1991.
 AK5458
 AK5458.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5458.GEOID18 height accuracy estimate available here.
 AK5458
 AK5458.Click photographs - Photos may exist for this station.
 AK5458
 AK5458.The dynamic height is computed by dividing the NAVD 88
 AK5458.geopotential number by the normal gravity value computed on the
 AK5458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5458.degrees latitude (g = 980.6199 gals.).
 AK5458
 AK5458.The modeled gravity was interpolated from observed gravity values.
 AK5458
 AK5458;                    North         East    Units  Estimated Accuracy
 AK5458;SPC FL E     -   508,749.      217,415.      MT  (+/- 10 meters HH2 GPS)
 AK5458
 AK5458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1740999707(NAD 83)
 AK5458
 AK5458                          SUPERSEDED SURVEY CONTROL
 AK5458
 AK5458  NGVD 29 (09/01/92)    5.753  (m)           18.87   (f) ADJUSTED    2 2
 AK5458
 AK5458.Superseded values are not recommended for survey control.
 AK5458
 AK5458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5458.See file dsdata.pdf to determine how the superseded data were derived.
 AK5458
 AK5458_MARKER: DD = SURVEY DISK
 AK5458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5458_STAMPING: RM NO 1 79 78 A09
 AK5458_MARK LOGO: FLDT
 AK5458_PROJECTION: PROJECTING 5 CENTIMETERS
 AK5458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5458+STABILITY: SURFACE MOTION
 AK5458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5458+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2021
 AK5458
 AK5458  HISTORY     - Date     Condition        Report By
 AK5458  HISTORY     - 1978     MONUMENTED       FLDT
 AK5458  HISTORY     - 20210305 GOOD             GEOCAC
 AK5458
 AK5458                          STATION DESCRIPTION
 AK5458
 AK5458'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5458'9.8 MI SE FROM NEW SMYRNA BEACH.
 AK5458'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5458'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5458'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5458'FOR 0.2 MILE. THE MARK BEARS 126 FEET NORTHWEST OF A SAND TRAIL
 AK5458'LEADING EAST TO THE BEACH, 25.7 FEET SOUTHEAST OF A GUY POLE AND
 AK5458'16 FEET NORTHEAST OF THE CENTERLINE OF THE GRADED ROAD.
 AK5458
 AK5458                          STATION RECOVERY (2021)
 AK5458
 AK5458'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5458'THE MARK IS 1.1 FT (0.3 M) NORTH OF A STEEL WITNESS POST.  THE DIRT
 AK5458'ROAD HAS BEEN PAVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5460 ***********************************************************************
 AK5460  DESIGNATION -  79 78 A 09 RM 2
 AK5460  PID         -  AK5460
 AK5460  STATE/COUNTY-  FL/VOLUSIA
 AK5460  COUNTRY     -  US
 AK5460  USGS QUAD   -  ARIEL (2018)
 AK5460
 AK5460                         *CURRENT SURVEY CONTROL
 AK5460  ______________________________________________________________________
 AK5460* NAD 83(1986) POSITION- 28 55 31.     (N) 080 49 17.     (W)   SCALED
 AK5460* NAVD 88 ORTHO HEIGHT -     5.163 (meters)       16.94  (feet) ADJUSTED
 AK5460  ______________________________________________________________________
 AK5460  GEOID HEIGHT    -        -28.141 (meters)                     GEOID18
 AK5460  DYNAMIC HEIGHT  -          5.156 (meters)       16.92  (feet) COMP
 AK5460  MODELED GRAVITY -    979,266.5   (mgal)                       NAVD 88
 AK5460
 AK5460  VERT ORDER      -  SECOND    CLASS II
 AK5460
 AK5460.The horizontal coordinates were scaled from a map and have
 AK5460.an estimated accuracy of +/- 6 seconds.
 AK5460
 AK5460.The orthometric height was determined by differential leveling and
 AK5460.adjusted by the NATIONAL GEODETIC SURVEY
 AK5460.in June 1991.
 AK5460
 AK5460.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5460.GEOID18 height accuracy estimate available here.
 AK5460
 AK5460.Click photographs - Photos may exist for this station.
 AK5460
 AK5460.The dynamic height is computed by dividing the NAVD 88
 AK5460.geopotential number by the normal gravity value computed on the
 AK5460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5460.degrees latitude (g = 980.6199 gals.).
 AK5460
 AK5460.The modeled gravity was interpolated from observed gravity values.
 AK5460
 AK5460;                    North         East    Units  Estimated Accuracy
 AK5460;SPC FL E     -   508,760.      217,420.      MT  (+/- 180 meters Scaled)
 AK5460
 AK5460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM174997(NAD 83)
 AK5460
 AK5460                          SUPERSEDED SURVEY CONTROL
 AK5460
 AK5460  NGVD 29 (09/01/92)    5.541  (m)           18.18   (f) ADJUSTED    2 2
 AK5460
 AK5460.Superseded values are not recommended for survey control.
 AK5460
 AK5460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5460.See file dsdata.pdf to determine how the superseded data were derived.
 AK5460
 AK5460_MARKER: DD = SURVEY DISK
 AK5460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5460_STAMPING: 79 78 A09 RM NO 2
 AK5460_MARK LOGO: FLDT
 AK5460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5460+STABILITY: SURFACE MOTION
 AK5460
 AK5460  HISTORY     - Date     Condition        Report By
 AK5460  HISTORY     - 1978     MONUMENTED       FLDT
 AK5460  HISTORY     - 20210305 MARK NOT FOUND   GEOCAC
 AK5460
 AK5460                          STATION DESCRIPTION
 AK5460
 AK5460'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5460'9.8 MI SE FROM NEW SMYRNA BEACH.
 AK5460'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5460'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.6 MILES TO
 AK5460'THE END OF THE PAVEMENT, CONTINUE SOUTHEAST ON THE GRADED DIRT ROAD
 AK5460'FOR 0.2 MILE. THE MARK BEARS 14 FEET SOUTHWEST OF THE CENTERLINE OF
 AK5460'THE GRADED ROAD AND 5.3 FEET SOUTHEAST OF A POWER POLE.
 AK5460
 AK5460                          STATION RECOVERY (2021)
 AK5460
 AK5460'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5460'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5461 ***********************************************************************
 AK5461  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5461  DESIGNATION -  79 78 A 10
 AK5461  PID         -  AK5461
 AK5461  STATE/COUNTY-  FL/VOLUSIA
 AK5461  COUNTRY     -  US
 AK5461  USGS QUAD   -  ARIEL (2018)
 AK5461
 AK5461                         *CURRENT SURVEY CONTROL
 AK5461  ______________________________________________________________________
 AK5461* NAD 83(2011) POSITION- 28 55 53.54975(N) 080 49 34.15866(W)   ADJUSTED
 AK5461* NAD 83(2011) ELLIP HT-   -25.406 (meters)        (06/27/12)   ADJUSTED
 AK5461* NAD 83(2011) EPOCH   -  2010.00
 AK5461* NAVD 88 ORTHO HEIGHT -     2.770 (meters)        9.09  (feet) ADJUSTED
 AK5461  ______________________________________________________________________
 AK5461  GEOID HEIGHT    -        -28.140 (meters)                     GEOID18
 AK5461  NAD 83(2011) X  -    890,657.255 (meters)                     COMP
 AK5461  NAD 83(2011) Y  - -5,515,034.563 (meters)                     COMP
 AK5461  NAD 83(2011) Z  -  3,067,250.449 (meters)                     COMP
 AK5461  LAPLACE CORR    -         -1.18  (seconds)                    DEFLEC18
 AK5461  DYNAMIC HEIGHT  -          2.766 (meters)        9.07  (feet) COMP
 AK5461  MODELED GRAVITY -    979,266.8   (mgal)                       NAVD 88
 AK5461
 AK5461  VERT ORDER      -  SECOND    CLASS I
 AK5461
 AK5461  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AK5461  Standards:
 AK5461         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AK5461            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AK5461  -------------------------------------------------------------------
 AK5461  NETWORK    2.67   3.21           1.15   1.02   1.64     -0.11515563
 AK5461  -------------------------------------------------------------------
 AK5461  Click here for local accuracies and other accuracy information.
 AK5461
 AK5461.The horizontal coordinates were established by GPS observations
 AK5461.and adjusted by the National Geodetic Survey in June 2012.
 AK5461
 AK5461.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AK5461.been affixed to the stable North American tectonic plate. See 
 AK5461.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AK5461
 AK5461.The horizontal coordinates are valid at the epoch date displayed above
 AK5461.which is a decimal equivalence of Year/Month/Day.
 AK5461
 AK5461.The orthometric height was determined by differential leveling and
 AK5461.adjusted by the NATIONAL GEODETIC SURVEY
 AK5461.in December 2010.
 AK5461
 AK5461.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5461.GEOID18 height accuracy estimate available here.
 AK5461
 AK5461.This Tidal Bench Mark is designated as VM 5314
 AK5461.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5461
 AK5461.Click photographs - Photos may exist for this station.
 AK5461
 AK5461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AK5461
 AK5461.The Laplace correction was computed from DEFLEC18 derived deflections.
 AK5461
 AK5461.The ellipsoidal height was determined by GPS observations
 AK5461.and is referenced to NAD 83.
 AK5461
 AK5461.The dynamic height is computed by dividing the NAVD 88
 AK5461.geopotential number by the normal gravity value computed on the
 AK5461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5461.degrees latitude (g = 980.6199 gals.).
 AK5461
 AK5461.The modeled gravity was interpolated from observed gravity values.
 AK5461
 AK5461. The following values were computed from the NAD 83(2011) position.
 AK5461
 AK5461;                    North         East     Units Scale Factor Converg.
 AK5461;SPC FL E     -   509,455.328   216,949.415   MT  0.99994472   +0 05 02.8
 AK5461;SPC FL E     - 1,671,438.02    711,774.87   sFT  0.99994472   +0 05 02.8
 AK5461;UTM  17      - 3,200,413.485   516,943.632   MT  0.99960354   +0 05 02.8
 AK5461
 AK5461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AK5461!SPC FL E     -   1.00000399  x   0.99994472  =   0.99994871
 AK5461!UTM  17      -   1.00000399  x   0.99960354  =   0.99960753
 AK5461
 AK5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN1694300413(NAD 83)
 AK5461
 AK5461                          SUPERSEDED SURVEY CONTROL
 AK5461
 AK5461  NAD 83(2007)-  28 55 53.54980(N)    080 49 34.15934(W) AD(2002.00) 0
 AK5461  ELLIP H (02/10/07)  -25.388  (m)                       GP(2002.00)    
 AK5461  NAD 83(1999)-  28 55 53.55005(N)    080 49 34.15947(W) AD(       ) 2
 AK5461  ELLIP H (09/30/02)  -25.346  (m)                       GP(       ) 4 2
 AK5461  NAD 83(1990)-  28 55 53.54859(N)    080 49 34.15812(W) AD(       ) 2
 AK5461  ELLIP H (03/04/92)  -25.285  (m)                       GP(       ) 4 2
 AK5461  NAVD 88               2.77   (m)            9.1    (f) LEVELING    3  
 AK5461  NAVD 88 (06/15/91)    2.766  (m)            9.07   (f) SUPERSEDED  2 1
 AK5461  NGVD 29 (09/01/92)    3.146  (m)           10.32   (f) ADJUSTED    2 1
 AK5461
 AK5461.Superseded values are not recommended for survey control.
 AK5461
 AK5461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5461.See file dsdata.pdf to determine how the superseded data were derived.
 AK5461
 AK5461_MARKER: DD = SURVEY DISK
 AK5461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5461_STAMPING: 79 78 A10
 AK5461_MARK LOGO: FLDNR
 AK5461_PROJECTION: RECESSED 15 CENTIMETERS
 AK5461_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK5461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5461+STABILITY: SURFACE MOTION
 AK5461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5461+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2021
 AK5461
 AK5461  HISTORY     - Date     Condition        Report By
 AK5461  HISTORY     - 1978     MONUMENTED       FLDT
 AK5461  HISTORY     - 1985     GOOD             FLDNR
 AK5461  HISTORY     - 1987     GOOD             FLDNR
 AK5461  HISTORY     - 19900219 GOOD             STEINA
 AK5461  HISTORY     - 20030414 GOOD             FL-127
 AK5461  HISTORY     - 20050215 GOOD             FLDEP
 AK5461  HISTORY     - 20161214 GOOD             NGS
 AK5461  HISTORY     - 20210313 GOOD             GEOCAC
 AK5461
 AK5461                          STATION DESCRIPTION
 AK5461
 AK5461'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5461'9.3 MI SE FROM NEW SMYRNA BEACH.
 AK5461'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5461'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.3 MILES TO
 AK5461'THE TURTLE MOUND SCENIC LOOKOUT POINT. THE MARK BEARS 54.5 FEET
 AK5461'SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 47.4 FEET EAST OF
 AK5461'CENTERLINE OF STATE ROAD A1A, 12 FEET WEST OF THE CENTERLINE OF
 AK5461'THE OLD ASPHALT ROAD AND 5.8 FEET SOUTHEAST OF A DEAD END SIGN. MARK
 AK5461'IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AK5461'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AK5461
 AK5461                          STATION RECOVERY (1985)
 AK5461
 AK5461'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AK5461'RECOVERED IN GOOD CONDITION.
 AK5461
 AK5461                          STATION RECOVERY (1987)
 AK5461
 AK5461'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AK5461'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN
 AK5461'NEW SMYRNA BEACH, GO 9.5 MILES EAST AND SOUTH ON A1A TO THE MARK.
 AK5461'THE MARK BEARS 48 FEET EAST OF THE CENTERLINE OF A1A, 11.6 FEET WEST
 AK5461'OF THE CENTERLINE OF A PAVED DRIVE, 35 FEET NORTH OF THE CENTERLINE
 AK5461'OF A DIRT DRIVE LEADING TO THE PAVED DRIVE, AND 0.1 MILE NORTH OF THE
 AK5461'ENTRANCE TO THE TURTLE MOUND HISTORICAL SITE.
 AK5461
 AK5461                          STATION RECOVERY (1990)
 AK5461
 AK5461'RECOVERY NOTE BY STEINMAN AND ASSOCIATES 1990
 AK5461'THE STATION IS LOCATED IN THE CANAVERAL NATIONAL SEASHORE EAST OF
 AK5461'-TURTLE MOUND-.  IN THE NORTHWEST 1/4 OF SECTION 16-T18S-R35E.  IN
 AK5461'VOLUSIA COUNTY.  NOTE--CONTACT SEASHORE HEADQUARTERS FOR ACCESS AFTER
 AK5461'NORMAL PARK HOURS--PHONE NUMBER-- 407-267-1110.
 AK5461'TO REACH THE STATION BY ROAD. COMMENCE AT THE TOP OF THE -NEW- SOUTH
 AK5461'BRIDGE OVER THE INDIAN RIVER IN NEWSMYRNA BEACH, PROCEED EASTERLY AND
 AK5461'SOUTHERLY ALONG U.S. HIGHWAY A1A (SOUTH ATLINTIC AVENUE) FOR A
 AK5461'DISTANCE OF 9.5 MI (15.3 KM) TO THE STATION ON THE LEFT, BETWEEN THE
 AK5461'OLD PAVED ROAD AND THE EXISTING U.S. HIGHWAY A1A OPPOSITE -TURTLE
 AK5461'MOUND-.  THE STATION IS 1.7 FT (0.5 M) EAST OF A METAL WITNESS POST,
 AK5461'12.0 FT (3.7 M) WEST OF THE CENTERLINE OF THE OLD PAVED ROAD, 47.4 FT
 AK5461'(14.4 M) EAST OF THE CENTERLINE OF U.S. HIGHWAY A1A, AND 31.0 FT
 AK5461'(9.4 M) NORTH OF THE SHELL ROAD CONECTING THE OLD ROAD AND THE
 AK5461'HIGHWAY.
 AK5461'REFERENCES--
 AK5461'4 INCH SQUARE CONCRETE MONUMENT WITH A FLDOT BRASS DISK STAMPED--79 78
 AK5461'A10 RM 1--, RECOVERED, NORTH 30 DEGREES WEST AT 24.00 FT (7.32 M) .
 AK5461'4 INCH SQUARE CONCRETE MONUMENT WITH A FLDOT BRASS DISK STAMPED--79 78
 AK5461'A10 RM 2--, RECOVERED, NORTH 28 DEGREES EAST AT 29.55 FT (9.01 M) .
 AK5461'KEITH AND SCHNARS REBAR AND CAP, SET 3.0 FT (0.9 M) EAST OF U.S.
 AK5461'HIGHWAY A1A, SOUTH 56 DEGREES WEST AT 34.11 FT (10.40 M) .
 AK5461'SET CARSONITE WITNESS POST NORTH 45 DEGREES EAST AT 23.25 FT (7.09 M)
 AK5461'.
 AK5461
 AK5461                          STATION RECOVERY (2003)
 AK5461
 AK5461'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003
 AK5461'RECOVERED IN GOOD CONDITION.
 AK5461
 AK5461                          STATION RECOVERY (2005)
 AK5461
 AK5461'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AK5461'THE MARK IS IN THE CANAVERAL NATIONAL SEASHORE, EAST OF TURTLE MOUND,
 AK5461'IN SECTION 16, TOWNSHIP 18 SOUTH, RANGE 35 EAST.
 AK5461'
 AK5461'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY A1A AND U.S.
 AK5461'HIGHWAY 1 IN NEW SMYRNA BEACH, GO EAST THEN SOUTH ON STATE HIGHWAY A1A
 AK5461'FOR 9.0 MI (14.5 KM) TO THE CANAVERAL NATIONAL SEASHORE ENTRANCE
 AK5461'BOOTH.  CONTINUE SOUTH ON STATE HIGHWAY A1A FOR 0.4 MI (0.6 KM) TO A
 AK5461'CIRCULAR DRIVE AND A TWO STORY DWELLING AT 7465 TURTLE MOUND ROAD ON
 AK5461'THE LEFT AND THE MARK, A FLDNR SURVEY DISK SET IN THE TOP OF A
 AK5461'CONCRETE MONUMENT RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 AK5461'GROUND.
 AK5461'
 AK5461'LOCATED 406.0 FT (123.7 M) NORTH OF THE EXTENDED CENTERLINE OF THE
 AK5461'WOOD WALKWAY TO THE TURTLE MOUND HISTORICAL SITE ON THE WEST SIDE OF
 AK5461'STATE HIGHWAY A1A, 48.0 FT (14.6 M) EAST OF THE APPROXIMATE CENTERLINE
 AK5461'OF STATE HIGHWAY A1A, 23.6 FT (7.2 M) SOUTH OF SURVEY MARK REFERENCE
 AK5461'MARK NO 1 79 78 A10, 12.2 FT (3.7 M) WEST OF THE APPROXIMATE
 AK5461'CENTERLINE OF THE REMNANT PAVED ROAD RUNNING PARALLEL WITH THE EAST
 AK5461'SIDE OF STATE HIGHWAY A1A AND 1.6 FT (0.5 M) EAST OF A METAL WITNESS
 AK5461'POST.
 AK5461
 AK5461                          STATION RECOVERY (2016)
 AK5461
 AK5461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (SWA)
 AK5461'RECOVERED IN GOOD CONDITION.
 AK5461
 AK5461                          STATION RECOVERY (2021)
 AK5461
 AK5461'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5461'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5463 ***********************************************************************
 AK5463  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5463  DESIGNATION -  79 78 A 10 RM 1
 AK5463  PID         -  AK5463
 AK5463  STATE/COUNTY-  FL/VOLUSIA
 AK5463  COUNTRY     -  US
 AK5463  USGS QUAD   -  ARIEL (2018)
 AK5463
 AK5463                         *CURRENT SURVEY CONTROL
 AK5463  ______________________________________________________________________
 AK5463* NAD 83(1986) POSITION- 28 55 53.8    (N) 080 49 34.4    (W)   HD_HELD2
 AK5463* NAVD 88 ORTHO HEIGHT -     2.837 (meters)        9.31  (feet) ADJUSTED
 AK5463  ______________________________________________________________________
 AK5463  GEOID HEIGHT    -        -28.140 (meters)                     GEOID18
 AK5463  DYNAMIC HEIGHT  -          2.833 (meters)        9.29  (feet) COMP
 AK5463  MODELED GRAVITY -    979,266.8   (mgal)                       NAVD 88
 AK5463
 AK5463  VERT ORDER      -  SECOND    CLASS I
 AK5463
 AK5463.The horizontal coordinates were established by autonomous hand held GPS
 AK5463.observations and have an estimated accuracy of +/- 10 meters.
 AK5463
 AK5463.The orthometric height was determined by differential leveling and
 AK5463.adjusted by the NATIONAL GEODETIC SURVEY
 AK5463.in December 2010.
 AK5463
 AK5463.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5463.GEOID18 height accuracy estimate available here.
 AK5463
 AK5463.This Tidal Bench Mark is designated as VM 5312
 AK5463.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5463
 AK5463.Click photographs - Photos may exist for this station.
 AK5463
 AK5463.The dynamic height is computed by dividing the NAVD 88
 AK5463.geopotential number by the normal gravity value computed on the
 AK5463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5463.degrees latitude (g = 980.6199 gals.).
 AK5463
 AK5463.The modeled gravity was interpolated from observed gravity values.
 AK5463
 AK5463;                    North         East    Units  Estimated Accuracy
 AK5463;SPC FL E     -   509,463.      216,943.      MT  (+/- 10 meters HH2 GPS)
 AK5463
 AK5463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN1693700421(NAD 83)
 AK5463
 AK5463                          SUPERSEDED SURVEY CONTROL
 AK5463
 AK5463  NAVD 88 (06/15/91)    2.832  (m)            9.29   (f) SUPERSEDED  2 1
 AK5463  NGVD 29 (09/01/92)    3.212  (m)           10.54   (f) ADJUSTED    2 1
 AK5463
 AK5463.Superseded values are not recommended for survey control.
 AK5463
 AK5463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5463.See file dsdata.pdf to determine how the superseded data were derived.
 AK5463
 AK5463_MARKER: DD = SURVEY DISK
 AK5463_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AK5463_STAMPING: 79 78 A10 RM NO 1
 AK5463_MARK LOGO: FLDT
 AK5463_PROJECTION: PROJECTING 3 CENTIMETERS
 AK5463_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK5463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5463+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2021
 AK5463
 AK5463  HISTORY     - Date     Condition        Report By
 AK5463  HISTORY     - 1978     MONUMENTED       FLDT
 AK5463  HISTORY     - 1985     GOOD             FLDNR
 AK5463  HISTORY     - 1987     GOOD             FLDNR
 AK5463  HISTORY     - 20050215 GOOD             FLDEP
 AK5463  HISTORY     - 20070526 GOOD             GEOCAC
 AK5463  HISTORY     - 20161214 GOOD             NGS
 AK5463  HISTORY     - 20210313 GOOD             GEOCAC
 AK5463
 AK5463                          STATION DESCRIPTION
 AK5463
 AK5463'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5463'9.3 MI SE FROM NEW SMYRNA BEACH.
 AK5463'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5463'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.3 MILESTO
 AK5463'THE TURTLE MOUND SCENIC LOOKOUT POINT. THE MARK BEARS 46 FEET
 AK5463'EAST OF THE CENTERLINE OF STATE ROAD A1A AND 13 FEET WEST OF THE
 AK5463'CENTERLINE OF THE OLD ROAD.
 AK5463
 AK5463                          STATION RECOVERY (1985)
 AK5463
 AK5463'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AK5463'RECOVERED IN GOOD CONDITION.
 AK5463
 AK5463                          STATION RECOVERY (1987)
 AK5463
 AK5463'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AK5463'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN
 AK5463'NEW SMYRNA BEACH, GO 9.5 MILES EAST AND SOUTH ON A1A TO THE MARK.
 AK5463'THE MARK IS 0.1 MILE NORTH OF THE DRIVE TO THE TURTLE MOUND
 AK5463'HISTORICAL SITE, 48 FEET EAST OF THE CENTERLINE OF A1A, 13.6 FEET
 AK5463'WEST OF THE CENTERLINE OF A PAVED DRIVE, 58.5 FEET NORTH OF THE
 AK5463'CENTERLINE OF A DIRT DRIVE LEADING TO THE PAVED DRIVE, AND 26.5 FEET
 AK5463'WEST-NORTHWEST OF MARK RM NO 2 79 78 A10.
 AK5463'THE MARK IS 0.8 FT  S FROM  THE HIGHWAY
 AK5463'THE MARK IS 1 FT ABOVE THE HIGHWAY.
 AK5463
 AK5463                          STATION RECOVERY (2005)
 AK5463
 AK5463'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AK5463'THE MARK IS IN THE CANAVERAL NATIONAL SEASHORE, EAST OF TURTLE MOUND,
 AK5463'IN SECTION 16, TOWNSHIP 18 SOUTH, RANGE 35 EAST.
 AK5463'
 AK5463'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY A1A AND U.S.
 AK5463'HIGHWAY 1 IN NEW SMYRNA BEACH, GO EAST THEN SOUTH ON STATE HIGHWAY A1A
 AK5463'FOR 9.0 MI (14.5 KM) TO THE CANAVERAL NATIONAL SEASHORE ENTRANCE
 AK5463'BOOTH.  CONTINUE SOUTH ON STATE HIGHWAY A1A FOR 0.45 MI (0.7 KM) TO A
 AK5463'CIRCULAR DRIVE AND A TWO STORY DWELLING AT 7465 TURTLE MOUND ROAD ON
 AK5463'THE LEFT AND THE MARK, A DOT DISK SET IN THE TOP OF A PREFABRICATED
 AK5463'CONCRETE POST LEVEL OF THE GROUND.
 AK5463'
 AK5463'LOCATED 429.6 FT (130.9 M) NORTH OF THE EXTENDED CENTERLINE OF THE
 AK5463'WOOD WALKWAY TO THE TURTLE MOUND HISTORICAL SITE ON THE WEST SIDE OF
 AK5463'STATE HIGHWAY A1A, 46.5 FT (14.2 M) EAST OF THE APPROXIMATE CENTERLINE
 AK5463'OF STATE HIGHWAY A1A, 23.6 FT (7.2 M) NORTH-NORTHWEST OF SURVEY MARK
 AK5463'79 78 A10, 12.2 FT (3.7 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 AK5463'REMNANT PAVED ROAD RUNNING PARALLEL WITH THE EAST SIDE OF STATE
 AK5463'HIGHWAY A1A AND 0.8 FT (24 CM) SOUTH OF A FLDOT METAL WITNESS POST.
 AK5463
 AK5463                          STATION RECOVERY (2007)
 AK5463
 AK5463'RECOVERY NOTE BY GEOCACHING 2007 (NJE)
 AK5463'RECOVERED IN GOOD CONDITION.
 AK5463
 AK5463                          STATION RECOVERY (2016)
 AK5463
 AK5463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (SWA)
 AK5463'RECOVERED IN GOOD CONDITION.
 AK5463
 AK5463                          STATION RECOVERY (2021)
 AK5463
 AK5463'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5463'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5462 ***********************************************************************
 AK5462  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5462  DESIGNATION -  79 78 A 10 RM 2
 AK5462  PID         -  AK5462
 AK5462  STATE/COUNTY-  FL/VOLUSIA
 AK5462  COUNTRY     -  US
 AK5462  USGS QUAD   -  ARIEL (2018)
 AK5462
 AK5462                         *CURRENT SURVEY CONTROL
 AK5462  ______________________________________________________________________
 AK5462* NAD 83(1986) POSITION- 28 55 54.     (N) 080 49 34.     (W)   SCALED
 AK5462* NAVD 88 ORTHO HEIGHT -     3.171 (meters)       10.40  (feet) ADJUSTED
 AK5462  ______________________________________________________________________
 AK5462  GEOID HEIGHT    -        -28.140 (meters)                     GEOID18
 AK5462  DYNAMIC HEIGHT  -          3.167 (meters)       10.39  (feet) COMP
 AK5462  MODELED GRAVITY -    979,266.8   (mgal)                       NAVD 88
 AK5462
 AK5462  VERT ORDER      -  SECOND    CLASS I
 AK5462
 AK5462.The horizontal coordinates were scaled from a map and have
 AK5462.an estimated accuracy of +/- 6 seconds.
 AK5462
 AK5462.The orthometric height was determined by differential leveling and
 AK5462.adjusted by the NATIONAL GEODETIC SURVEY
 AK5462.in June 1991.
 AK5462
 AK5462.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5462.GEOID18 height accuracy estimate available here.
 AK5462
 AK5462.This Tidal Bench Mark is designated as VM 5313
 AK5462.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5462
 AK5462.Click photographs - Photos may exist for this station.
 AK5462
 AK5462.The dynamic height is computed by dividing the NAVD 88
 AK5462.geopotential number by the normal gravity value computed on the
 AK5462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5462.degrees latitude (g = 980.6199 gals.).
 AK5462
 AK5462.The modeled gravity was interpolated from observed gravity values.
 AK5462
 AK5462;                    North         East    Units  Estimated Accuracy
 AK5462;SPC FL E     -   509,470.      216,950.      MT  (+/- 180 meters Scaled)
 AK5462
 AK5462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN169004(NAD 83)
 AK5462
 AK5462                          SUPERSEDED SURVEY CONTROL
 AK5462
 AK5462  NGVD 29 (09/01/92)    3.552  (m)           11.65   (f) ADJUSTED    2 1
 AK5462
 AK5462.Superseded values are not recommended for survey control.
 AK5462
 AK5462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5462.See file dsdata.pdf to determine how the superseded data were derived.
 AK5462
 AK5462_MARKER: DD = SURVEY DISK
 AK5462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5462_STAMPING: 79 78 A10 RM NO 2
 AK5462_MARK LOGO: FLDT
 AK5462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5462+STABILITY: SURFACE MOTION
 AK5462
 AK5462  HISTORY     - Date     Condition        Report By
 AK5462  HISTORY     - 1978     MONUMENTED       FLDT
 AK5462  HISTORY     - 1985     GOOD             FLDNR
 AK5462  HISTORY     - 1987     GOOD             FLDNR
 AK5462  HISTORY     - 20210313 MARK NOT FOUND   GEOCAC
 AK5462
 AK5462                          STATION DESCRIPTION
 AK5462
 AK5462'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5462'9.3 MI SE FROM NEW SMYRNA BEACH.
 AK5462'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5462'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 9.3 MILES TO
 AK5462'THE TURTLE MOUND SCENIC LOOKOUT POINT. THE MARK BEARS 45 FEET SOUTH-
 AK5462'EAST OF THE CENTERLINE OF SHELL DRIVEWAY TO A HOUSE AND 12.5 FEET
 AK5462'EAST OF THE CENTERLINE OF THE OLD ROAD.
 AK5462
 AK5462                          STATION RECOVERY (1985)
 AK5462
 AK5462'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AK5462'RECOVERED IN GOOD CONDITION.
 AK5462
 AK5462                          STATION RECOVERY (1987)
 AK5462
 AK5462'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AK5462'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN
 AK5462'NEW SMYRNA BEACH, GO 9.5 MILES EAST AND SOUTH ON A1A TO THE MARK.
 AK5462'THE MARK BEARS 80 FEET OF THE CENTERLINE OF A1A, 13 FEET EAST OF THE
 AK5462'CENTERLINE OF A PAVED DRIVE, 30 FEET EAST-NORTHEAST OF MARK 79 78
 AK5462'A10, AND 0.1 MILE NORTH OF THE ENTRANCE TO THE TURTLE MOUND
 AK5462'HISTORICAL SITE.
 AK5462
 AK5462                          STATION RECOVERY (2021)
 AK5462
 AK5462'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5462'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5465 ***********************************************************************
 AK5465  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5465  DESIGNATION -  79 78 A 11
 AK5465  PID         -  AK5465
 AK5465  STATE/COUNTY-  FL/VOLUSIA
 AK5465  COUNTRY     -  US
 AK5465  USGS QUAD   -  ARIEL (2018)
 AK5465
 AK5465                         *CURRENT SURVEY CONTROL
 AK5465  ______________________________________________________________________
 AK5465* NAD 83(1986) POSITION- 28 56 22.2    (N) 080 49 56.0    (W)   HD_HELD2
 AK5465* NAVD 88 ORTHO HEIGHT -     1.242 (meters)        4.07  (feet) ADJUSTED
 AK5465  ______________________________________________________________________
 AK5465  GEOID HEIGHT    -        -28.140 (meters)                     GEOID18
 AK5465  DYNAMIC HEIGHT  -          1.240 (meters)        4.07  (feet) COMP
 AK5465  MODELED GRAVITY -    979,267.2   (mgal)                       NAVD 88
 AK5465
 AK5465  VERT ORDER      -  SECOND    CLASS I
 AK5465
 AK5465.The horizontal coordinates were established by autonomous hand held GPS
 AK5465.observations and have an estimated accuracy of +/- 10 meters.
 AK5465
 AK5465.The orthometric height was determined by differential leveling and
 AK5465.adjusted by the NATIONAL GEODETIC SURVEY
 AK5465.in December 2010.
 AK5465
 AK5465.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5465.GEOID18 height accuracy estimate available here.
 AK5465
 AK5465.This Tidal Bench Mark is designated as VM 19511
 AK5465.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5465
 AK5465.Click photographs - Photos may exist for this station.
 AK5465
 AK5465.The dynamic height is computed by dividing the NAVD 88
 AK5465.geopotential number by the normal gravity value computed on the
 AK5465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5465.degrees latitude (g = 980.6199 gals.).
 AK5465
 AK5465.The modeled gravity was interpolated from observed gravity values.
 AK5465
 AK5465;                    North         East    Units  Estimated Accuracy
 AK5465;SPC FL E     -   510,336.      216,357.      MT  (+/- 10 meters HH2 GPS)
 AK5465
 AK5465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN1635101294(NAD 83)
 AK5465
 AK5465                          SUPERSEDED SURVEY CONTROL
 AK5465
 AK5465  NAVD 88 (06/15/91)    1.254  (m)            4.11   (f) SUPERSEDED  2 2
 AK5465  NGVD 29 (09/01/92)    1.634  (m)            5.36   (f) ADJUSTED    2 2
 AK5465
 AK5465.Superseded values are not recommended for survey control.
 AK5465
 AK5465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5465.See file dsdata.pdf to determine how the superseded data were derived.
 AK5465
 AK5465_MARKER: DD = SURVEY DISK
 AK5465_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AK5465_STAMPING: 79 78 A11
 AK5465_MARK LOGO: FLDNR
 AK5465_PROJECTION: RECESSED 23 CENTIMETERS
 AK5465_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK5465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5465+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2021
 AK5465
 AK5465  HISTORY     - Date     Condition        Report By
 AK5465  HISTORY     - 1978     MONUMENTED       FLDT
 AK5465  HISTORY     - 20050315 GOOD             FLDEP
 AK5465  HISTORY     - 20150306 GOOD             GEOCAC
 AK5465  HISTORY     - 20210313 GOOD             GEOCAC
 AK5465
 AK5465                          STATION DESCRIPTION
 AK5465
 AK5465'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5465'8.6 MI SE FROM NEW SMYRNA BEACH.
 AK5465'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5465'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 8.6 MILES TO
 AK5465'A POINT WHERE THE INLET WATERWAY MAKES ITS APPROACH TO THE ROAD.
 AK5465'THE MARK BEARS 189 FEET SOUTHEAST OF THE SOUTH END OF A CONCRETE
 AK5465'HEADWALL, 22.5 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A
 AK5465'AND 18 FEET SOUTHWEST OF BRUSH LINE. MARK IS A FLORIDA DEPARTMENT OF
 AK5465'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AK5465'TRANSPORTATION.
 AK5465
 AK5465                          STATION RECOVERY (2005)
 AK5465
 AK5465'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AK5465'RECOVERED AS DESCRIBED.
 AK5465
 AK5465                          STATION RECOVERY (2015)
 AK5465
 AK5465'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AK5465'RECOVERED IN GOOD CONDITION.
 AK5465
 AK5465                          STATION RECOVERY (2021)
 AK5465
 AK5465'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5465'THE MARK IS 32.4 FT (9.9 M) SOUTH OF A FIRE HYDRANT AND 19.0 FT (5.8
 AK5465'M) SOUTHEAST OF A METAL POST SUPPORTING A SIGN 'NO PARKING ANY TIME'.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5466 ***********************************************************************
 AK5466  DESIGNATION -  79 78 A 11 RM 1
 AK5466  PID         -  AK5466
 AK5466  STATE/COUNTY-  FL/VOLUSIA
 AK5466  COUNTRY     -  US
 AK5466  USGS QUAD   -  ARIEL (2018)
 AK5466
 AK5466                         *CURRENT SURVEY CONTROL
 AK5466  ______________________________________________________________________
 AK5466* NAD 83(1986) POSITION- 28 56 22.     (N) 080 49 56.     (W)   SCALED
 AK5466* NAVD 88 ORTHO HEIGHT -     0.822 (meters)        2.70  (feet) ADJUSTED
 AK5466  ______________________________________________________________________
 AK5466  GEOID HEIGHT    -        -28.140 (meters)                     GEOID18
 AK5466  DYNAMIC HEIGHT  -          0.821 (meters)        2.69  (feet) COMP
 AK5466  MODELED GRAVITY -    979,267.2   (mgal)                       NAVD 88
 AK5466
 AK5466  VERT ORDER      -  SECOND    CLASS II
 AK5466
 AK5466.The horizontal coordinates were scaled from a map and have
 AK5466.an estimated accuracy of +/- 6 seconds.
 AK5466
 AK5466.The orthometric height was determined by differential leveling and
 AK5466.adjusted by the NATIONAL GEODETIC SURVEY
 AK5466.in June 1991.
 AK5466
 AK5466.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5466.GEOID18 height accuracy estimate available here.
 AK5466
 AK5466.Click photographs - Photos may exist for this station.
 AK5466
 AK5466.The dynamic height is computed by dividing the NAVD 88
 AK5466.geopotential number by the normal gravity value computed on the
 AK5466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5466.degrees latitude (g = 980.6199 gals.).
 AK5466
 AK5466.The modeled gravity was interpolated from observed gravity values.
 AK5466
 AK5466;                    North         East    Units  Estimated Accuracy
 AK5466;SPC FL E     -   510,330.      216,360.      MT  (+/- 180 meters Scaled)
 AK5466
 AK5466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN163012(NAD 83)
 AK5466
 AK5466                          SUPERSEDED SURVEY CONTROL
 AK5466
 AK5466  NGVD 29 (09/01/92)    1.203  (m)            3.95   (f) ADJUSTED    2 2
 AK5466
 AK5466.Superseded values are not recommended for survey control.
 AK5466
 AK5466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5466.See file dsdata.pdf to determine how the superseded data were derived.
 AK5466
 AK5466_MARKER: DD = SURVEY DISK
 AK5466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5466_STAMPING: 79 78 A11 RM NO 1
 AK5466_MARK LOGO: FLDT
 AK5466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5466+STABILITY: SURFACE MOTION
 AK5466
 AK5466  HISTORY     - Date     Condition        Report By
 AK5466  HISTORY     - 1978     MONUMENTED       FLDT
 AK5466  HISTORY     - 20210313 MARK NOT FOUND   GEOCAC
 AK5466
 AK5466                          STATION DESCRIPTION
 AK5466
 AK5466'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5466'8.6 MI SE FROM NEW SMYRNA BEACH.
 AK5466'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5466'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 8.6 MILES.
 AK5466'THE MARK BEARS 44 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD
 AK5466'A1A AND 5.5 FEET NORTHEAST OF THE BRUSH LINE.
 AK5466
 AK5466                          STATION RECOVERY (2021)
 AK5466
 AK5466'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5466'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5464 ***********************************************************************
 AK5464  DESIGNATION -  79 78 A 11 RM 2
 AK5464  PID         -  AK5464
 AK5464  STATE/COUNTY-  FL/VOLUSIA
 AK5464  COUNTRY     -  US
 AK5464  USGS QUAD   -  ARIEL (2018)
 AK5464
 AK5464                         *CURRENT SURVEY CONTROL
 AK5464  ______________________________________________________________________
 AK5464* NAD 83(1986) POSITION- 28 56 22.     (N) 080 49 56.     (W)   SCALED
 AK5464* NAVD 88 ORTHO HEIGHT -     0.813 (meters)        2.67  (feet) ADJUSTED
 AK5464  ______________________________________________________________________
 AK5464  GEOID HEIGHT    -        -28.140 (meters)                     GEOID18
 AK5464  DYNAMIC HEIGHT  -          0.811 (meters)        2.66  (feet) COMP
 AK5464  MODELED GRAVITY -    979,267.2   (mgal)                       NAVD 88
 AK5464
 AK5464  VERT ORDER      -  SECOND    CLASS II
 AK5464
 AK5464.The horizontal coordinates were scaled from a map and have
 AK5464.an estimated accuracy of +/- 6 seconds.
 AK5464
 AK5464.The orthometric height was determined by differential leveling and
 AK5464.adjusted by the NATIONAL GEODETIC SURVEY
 AK5464.in June 1991.
 AK5464
 AK5464.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5464.GEOID18 height accuracy estimate available here.
 AK5464
 AK5464.Click photographs - Photos may exist for this station.
 AK5464
 AK5464.The dynamic height is computed by dividing the NAVD 88
 AK5464.geopotential number by the normal gravity value computed on the
 AK5464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5464.degrees latitude (g = 980.6199 gals.).
 AK5464
 AK5464.The modeled gravity was interpolated from observed gravity values.
 AK5464
 AK5464;                    North         East    Units  Estimated Accuracy
 AK5464;SPC FL E     -   510,330.      216,360.      MT  (+/- 180 meters Scaled)
 AK5464
 AK5464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN163012(NAD 83)
 AK5464
 AK5464                          SUPERSEDED SURVEY CONTROL
 AK5464
 AK5464  NGVD 29 (09/01/92)    1.193  (m)            3.91   (f) ADJUSTED    2 2
 AK5464
 AK5464.Superseded values are not recommended for survey control.
 AK5464
 AK5464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5464.See file dsdata.pdf to determine how the superseded data were derived.
 AK5464
 AK5464_MARKER: DD = SURVEY DISK
 AK5464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5464_STAMPING: 79 78 A11 RM NO 2
 AK5464_MARK LOGO: FLDT
 AK5464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5464+STABILITY: SURFACE MOTION
 AK5464
 AK5464  HISTORY     - Date     Condition        Report By
 AK5464  HISTORY     - 1978     MONUMENTED       FLDT
 AK5464  HISTORY     - 20210313 MARK NOT FOUND   GEOCAC
 AK5464
 AK5464                          STATION DESCRIPTION
 AK5464
 AK5464'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5464'8.6 MI SE FROM NEW SMYRNA BEACH.
 AK5464'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5464'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 8.6 MILES.
 AK5464'THE MARK BEARS 41.7 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD
 AK5464'A1A AND 2.7 FEET SOUTHWEST OF THE BRUSH LINE.
 AK5464
 AK5464                          STATION RECOVERY (2021)
 AK5464
 AK5464'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5464'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5469 ***********************************************************************
 AK5469  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5469  DESIGNATION -  79 78 A 12
 AK5469  PID         -  AK5469
 AK5469  STATE/COUNTY-  FL/VOLUSIA
 AK5469  COUNTRY     -  US
 AK5469  USGS QUAD   -  ARIEL (2018)
 AK5469
 AK5469                         *CURRENT SURVEY CONTROL
 AK5469  ______________________________________________________________________
 AK5469* NAD 83(1986) POSITION- 28 57 05.58   (N) 080 50 26.12   (W)   HD_HELD1
 AK5469* NAVD 88 ORTHO HEIGHT -     1.288 (meters)        4.23  (feet) ADJUSTED
 AK5469  ______________________________________________________________________
 AK5469  GEOID HEIGHT    -        -28.144 (meters)                     GEOID18
 AK5469  DYNAMIC HEIGHT  -          1.286 (meters)        4.22  (feet) COMP
 AK5469  MODELED GRAVITY -    979,267.7   (mgal)                       NAVD 88
 AK5469
 AK5469  VERT ORDER      -  SECOND    CLASS I
 AK5469
 AK5469.The horizontal coordinates were determined by differentially corrected
 AK5469.hand held GPS observations or other comparable positioning techniques
 AK5469.and have an estimated accuracy of +/- 3 meters.
 AK5469
 AK5469.The orthometric height was determined by differential leveling and
 AK5469.adjusted by the NATIONAL GEODETIC SURVEY
 AK5469.in December 2010.
 AK5469
 AK5469.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5469.GEOID18 height accuracy estimate available here.
 AK5469
 AK5469.This Tidal Bench Mark is designated as VM 19512
 AK5469.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5469
 AK5469.Click photographs - Photos may exist for this station.
 AK5469
 AK5469.The dynamic height is computed by dividing the NAVD 88
 AK5469.geopotential number by the normal gravity value computed on the
 AK5469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5469.degrees latitude (g = 980.6199 gals.).
 AK5469
 AK5469.The modeled gravity was interpolated from observed gravity values.
 AK5469
 AK5469;                    North         East    Units  Estimated Accuracy
 AK5469;SPC FL E     -   511,670.8     215,539.2     MT  (+/- 3 meters HH1 GPS) 
 AK5469
 AK5469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN1553302628(NAD 83)
 AK5469
 AK5469                          SUPERSEDED SURVEY CONTROL
 AK5469
 AK5469  NAVD 88 (06/15/91)    1.284  (m)            4.21   (f) SUPERSEDED  2 2
 AK5469  NGVD 29 (09/01/92)    1.663  (m)            5.46   (f) ADJUSTED    2 2
 AK5469
 AK5469.Superseded values are not recommended for survey control.
 AK5469
 AK5469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5469.See file dsdata.pdf to determine how the superseded data were derived.
 AK5469
 AK5469_MARKER: DD = SURVEY DISK
 AK5469_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AK5469_STAMPING: 79 78 A12
 AK5469_MARK LOGO: FLDNR
 AK5469_PROJECTION: RECESSED 37 CENTIMETERS
 AK5469_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK5469_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5469+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2021
 AK5469
 AK5469  HISTORY     - Date     Condition        Report By
 AK5469  HISTORY     - 1978     MONUMENTED       FLDT
 AK5469  HISTORY     - 20050315 GOOD             FLDEP
 AK5469  HISTORY     - 20150306 GOOD             GEOCAC
 AK5469  HISTORY     - 20210316 GOOD             GEOCAC
 AK5469
 AK5469                          STATION DESCRIPTION
 AK5469
 AK5469'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5469'7.6 MI SE FROM NEW SMYRNA BEACH.
 AK5469'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5469'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 7.6 MILES TO
 AK5469'THE INTERSECTION OF 15TH STREET. THE MARK BEARS 63 FEET SOUTHEAST
 AK5469'OF A POWER POLE, 35 FEET SOUTHEAST OF THE CENTERLINE OF 15TH
 AK5469'STREET AND 22.5 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AK5469'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AK5469'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AK5469
 AK5469                          STATION RECOVERY (2005)
 AK5469
 AK5469'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AK5469'THE STATION IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHEAST FROM NEW
 AK5469'SMYRNA BEACH, 6.1 MI (9.8 KM) NORTH OF OAK HILL, 4.5 MI (7.2 KM)
 AK5469'SOUTHEAST OF EDGEWATER AND 3.8 MI (6.1 KM) NORTH-NORTHEAST OF ARIEL.
 AK5469'
 AK5469'THE REACH THE MARK FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER
 AK5469'INDIAN RIVER, ALONG SOUTH CAUSEWAY IN NEW SMYRNA BEACH, GO SOUTHEAST
 AK5469'ON STATE ROAD A1A FOR 7.6 MI (12.2 KM) TO THE INTERSECTION OF
 AK5469'TURTLEMOUND ROAD AND KINGFISH AVENUE (OLD 15TH STREET) IN BETHUNE
 AK5469'BEACH AND THE MARK ON THE LEFT.
 AK5469'
 AK5469'THE MARK IS FOUND IN THE SOUTHEAST QUADRANT OF TURTLEMOUND ROAD AND
 AK5469'KINGFISH AVENUE BEARS 63 FT (19.2 M) SOUTH OF A POWER POLE IN THE
 AK5469'NORTHEAST QUADRANT, 35 FT (10.7 M) SOUTHEAST OF THE CENTERLINE OF 15TH
 AK5469'STREET AND 22.5 FT (6.9 M) NORTHEAST OF THE CENTERLINE OF STATE ROAD
 AK5469'A1A.
 AK5469
 AK5469                          STATION RECOVERY (2015)
 AK5469
 AK5469'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AK5469'MARK IS APPROXIMATELY 12 INCHES BELOW GROUND LEVEL
 AK5469
 AK5469                          STATION RECOVERY (2021)
 AK5469
 AK5469'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5467 ***********************************************************************
 AK5467  DESIGNATION -  79 78 A 12 RM 1
 AK5467  PID         -  AK5467
 AK5467  STATE/COUNTY-  FL/VOLUSIA
 AK5467  COUNTRY     -  US
 AK5467  USGS QUAD   -  ARIEL (2018)
 AK5467
 AK5467                         *CURRENT SURVEY CONTROL
 AK5467  ______________________________________________________________________
 AK5467* NAD 83(1986) POSITION- 28 57 06.     (N) 080 50 26.     (W)   SCALED
 AK5467* NAVD 88 ORTHO HEIGHT -     1.124 (meters)        3.69  (feet) ADJUSTED
 AK5467  ______________________________________________________________________
 AK5467  GEOID HEIGHT    -        -28.144 (meters)                     GEOID18
 AK5467  DYNAMIC HEIGHT  -          1.122 (meters)        3.68  (feet) COMP
 AK5467  MODELED GRAVITY -    979,267.7   (mgal)                       NAVD 88
 AK5467
 AK5467  VERT ORDER      -  SECOND    CLASS II
 AK5467
 AK5467.The horizontal coordinates were scaled from a map and have
 AK5467.an estimated accuracy of +/- 6 seconds.
 AK5467
 AK5467.The orthometric height was determined by differential leveling and
 AK5467.adjusted by the NATIONAL GEODETIC SURVEY
 AK5467.in June 1991.
 AK5467
 AK5467.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5467.GEOID18 height accuracy estimate available here.
 AK5467
 AK5467.Click photographs - Photos may exist for this station.
 AK5467
 AK5467.The dynamic height is computed by dividing the NAVD 88
 AK5467.geopotential number by the normal gravity value computed on the
 AK5467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5467.degrees latitude (g = 980.6199 gals.).
 AK5467
 AK5467.The modeled gravity was interpolated from observed gravity values.
 AK5467
 AK5467;                    North         East    Units  Estimated Accuracy
 AK5467;SPC FL E     -   511,680.      215,540.      MT  (+/- 180 meters Scaled)
 AK5467
 AK5467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN155026(NAD 83)
 AK5467
 AK5467                          SUPERSEDED SURVEY CONTROL
 AK5467
 AK5467  NGVD 29 (09/01/92)    1.503  (m)            4.93   (f) ADJUSTED    2 2
 AK5467
 AK5467.Superseded values are not recommended for survey control.
 AK5467
 AK5467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5467.See file dsdata.pdf to determine how the superseded data were derived.
 AK5467
 AK5467_MARKER: DD = SURVEY DISK
 AK5467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5467_STAMPING: 79 78 A12 RM NO 1
 AK5467_MARK LOGO: FLDT
 AK5467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5467+STABILITY: SURFACE MOTION
 AK5467
 AK5467  HISTORY     - Date     Condition        Report By
 AK5467  HISTORY     - 1978     MONUMENTED       FLDT
 AK5467  HISTORY     - 20210316 MARK NOT FOUND   GEOCAC
 AK5467
 AK5467                          STATION DESCRIPTION
 AK5467
 AK5467'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5467'7.6 MI SE FROM NEW SMYRNA BEACH.
 AK5467'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5467'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 7.6 MILES TO
 AK5467'THE INTERSECTION OF 15TH STREET. THE MARK BEARS 43.5 FEET NORTH-
 AK5467'EAST OF THE CENTERLINE OF STATE ROAD A1A AND 32 FEET SOUTHEAST OF
 AK5467'THE CENTERLINE OF 15TH STREET.
 AK5467
 AK5467                          STATION RECOVERY (2021)
 AK5467
 AK5467'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5467'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5468 ***********************************************************************
 AK5468  DESIGNATION -  79 78 A 12 RM 2
 AK5468  PID         -  AK5468
 AK5468  STATE/COUNTY-  FL/VOLUSIA
 AK5468  COUNTRY     -  US
 AK5468  USGS QUAD   -  ARIEL (2018)
 AK5468
 AK5468                         *CURRENT SURVEY CONTROL
 AK5468  ______________________________________________________________________
 AK5468* NAD 83(1986) POSITION- 28 57 06.     (N) 080 50 26.     (W)   SCALED
 AK5468* NAVD 88 ORTHO HEIGHT -     1.011 (meters)        3.32  (feet) ADJUSTED
 AK5468  ______________________________________________________________________
 AK5468  GEOID HEIGHT    -        -28.144 (meters)                     GEOID18
 AK5468  DYNAMIC HEIGHT  -          1.010 (meters)        3.31  (feet) COMP
 AK5468  MODELED GRAVITY -    979,267.7   (mgal)                       NAVD 88
 AK5468
 AK5468  VERT ORDER      -  SECOND    CLASS II
 AK5468
 AK5468.The horizontal coordinates were scaled from a map and have
 AK5468.an estimated accuracy of +/- 6 seconds.
 AK5468
 AK5468.The orthometric height was determined by differential leveling and
 AK5468.adjusted by the NATIONAL GEODETIC SURVEY
 AK5468.in June 1991.
 AK5468
 AK5468.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5468.GEOID18 height accuracy estimate available here.
 AK5468
 AK5468.Click photographs - Photos may exist for this station.
 AK5468
 AK5468.The dynamic height is computed by dividing the NAVD 88
 AK5468.geopotential number by the normal gravity value computed on the
 AK5468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5468.degrees latitude (g = 980.6199 gals.).
 AK5468
 AK5468.The modeled gravity was interpolated from observed gravity values.
 AK5468
 AK5468;                    North         East    Units  Estimated Accuracy
 AK5468;SPC FL E     -   511,680.      215,540.      MT  (+/- 180 meters Scaled)
 AK5468
 AK5468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN155026(NAD 83)
 AK5468
 AK5468                          SUPERSEDED SURVEY CONTROL
 AK5468
 AK5468  NGVD 29 (09/01/92)    1.390  (m)            4.56   (f) ADJUSTED    2 2
 AK5468
 AK5468.Superseded values are not recommended for survey control.
 AK5468
 AK5468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5468.See file dsdata.pdf to determine how the superseded data were derived.
 AK5468
 AK5468_MARKER: DD = SURVEY DISK
 AK5468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5468_STAMPING: 79 78 A12 RM NO 2
 AK5468_MARK LOGO: FLDT
 AK5468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5468+STABILITY: SURFACE MOTION
 AK5468
 AK5468  HISTORY     - Date     Condition        Report By
 AK5468  HISTORY     - 1978     MONUMENTED       FLDT
 AK5468  HISTORY     - 20210316 MARK NOT FOUND   GEOCAC
 AK5468
 AK5468                          STATION DESCRIPTION
 AK5468
 AK5468'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5468'7.6 MI SE FROM NEW SMYRNA BEACH.
 AK5468'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5468'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 7.6 MILES TO
 AK5468'THE INTERSECTION OF 15TH STREET. THE MARK BEARS 42.5 FEET NORTH-
 AK5468'EAST OF THE CENTERLINE OF STATE ROAD A1A AND 62 FEET SOUTHEAST OF
 AK5468'THE CENTERLINE OF 15TH STREET
 AK5468
 AK5468                          STATION RECOVERY (2021)
 AK5468
 AK5468'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5468'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5471 ***********************************************************************
 AK5471  DESIGNATION -  79 78 A 13
 AK5471  PID         -  AK5471
 AK5471  STATE/COUNTY-  FL/VOLUSIA
 AK5471  COUNTRY     -  US
 AK5471  USGS QUAD   -  ARIEL (2018)
 AK5471
 AK5471                         *CURRENT SURVEY CONTROL
 AK5471  ______________________________________________________________________
 AK5471* NAD 83(1986) POSITION- 28 57 44.     (N) 080 50 53.     (W)   SCALED
 AK5471* NAVD 88 ORTHO HEIGHT -     1.365 (meters)        4.48  (feet) ADJUSTED
 AK5471  ______________________________________________________________________
 AK5471  GEOID HEIGHT    -        -28.150 (meters)                     GEOID18
 AK5471  DYNAMIC HEIGHT  -          1.363 (meters)        4.47  (feet) COMP
 AK5471  MODELED GRAVITY -    979,267.9   (mgal)                       NAVD 88
 AK5471
 AK5471  VERT ORDER      -  SECOND    CLASS II
 AK5471
 AK5471.The horizontal coordinates were scaled from a map and have
 AK5471.an estimated accuracy of +/- 6 seconds.
 AK5471
 AK5471.The orthometric height was determined by differential leveling and
 AK5471.adjusted by the NATIONAL GEODETIC SURVEY
 AK5471.in June 1991.
 AK5471
 AK5471.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5471.GEOID18 height accuracy estimate available here.
 AK5471
 AK5471.Click photographs - Photos may exist for this station.
 AK5471
 AK5471.The dynamic height is computed by dividing the NAVD 88
 AK5471.geopotential number by the normal gravity value computed on the
 AK5471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5471.degrees latitude (g = 980.6199 gals.).
 AK5471
 AK5471.The modeled gravity was interpolated from observed gravity values.
 AK5471
 AK5471;                    North         East    Units  Estimated Accuracy
 AK5471;SPC FL E     -   512,850.      214,810.      MT  (+/- 180 meters Scaled)
 AK5471
 AK5471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN148038(NAD 83)
 AK5471
 AK5471                          SUPERSEDED SURVEY CONTROL
 AK5471
 AK5471  NGVD 29 (09/01/92)    1.741  (m)            5.71   (f) ADJUSTED    2 2
 AK5471
 AK5471.Superseded values are not recommended for survey control.
 AK5471
 AK5471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5471.See file dsdata.pdf to determine how the superseded data were derived.
 AK5471
 AK5471_MARKER: DD = SURVEY DISK
 AK5471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5471_STAMPING: 79 78 A13
 AK5471_MARK LOGO: FLDT
 AK5471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5471+STABILITY: SURFACE MOTION
 AK5471
 AK5471  HISTORY     - Date     Condition        Report By
 AK5471  HISTORY     - 1978     MONUMENTED       FLDT
 AK5471  HISTORY     - 20210316 MARK NOT FOUND   GEOCAC
 AK5471
 AK5471                          STATION DESCRIPTION
 AK5471
 AK5471'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5471'6.7 MI SE FROM NEW SMYRNA BEACH.
 AK5471'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5471'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 6.7 MILES TO
 AK5471'AN OCTAGONAL SHAPED HOUSE. THE MARK BEARS 63.3 FEET EAST OF A
 AK5471'POWER POLE AND 17.4 FEET NORTHEAST OF THE CENTERLINE OF STATE
 AK5471'ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AK5471'ESTABLISHED BY DEPARTMENT OF TRANSPORTATION.
 AK5471
 AK5471                          STATION RECOVERY (2021)
 AK5471
 AK5471'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5471'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5472 ***********************************************************************
 AK5472  DESIGNATION -  79 78 A 13 RM 1
 AK5472  PID         -  AK5472
 AK5472  STATE/COUNTY-  FL/VOLUSIA
 AK5472  COUNTRY     -  US
 AK5472  USGS QUAD   -  ARIEL (2018)
 AK5472
 AK5472                         *CURRENT SURVEY CONTROL
 AK5472  ______________________________________________________________________
 AK5472* NAD 83(1986) POSITION- 28 57 44.     (N) 080 50 53.     (W)   SCALED
 AK5472* NAVD 88 ORTHO HEIGHT -     0.839 (meters)        2.75  (feet) ADJUSTED
 AK5472  ______________________________________________________________________
 AK5472  GEOID HEIGHT    -        -28.150 (meters)                     GEOID18
 AK5472  DYNAMIC HEIGHT  -          0.838 (meters)        2.75  (feet) COMP
 AK5472  MODELED GRAVITY -    979,267.9   (mgal)                       NAVD 88
 AK5472
 AK5472  VERT ORDER      -  SECOND    CLASS II
 AK5472
 AK5472.The horizontal coordinates were scaled from a map and have
 AK5472.an estimated accuracy of +/- 6 seconds.
 AK5472
 AK5472.The orthometric height was determined by differential leveling and
 AK5472.adjusted by the NATIONAL GEODETIC SURVEY
 AK5472.in June 1991.
 AK5472
 AK5472.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5472.GEOID18 height accuracy estimate available here.
 AK5472
 AK5472.Click photographs - Photos may exist for this station.
 AK5472
 AK5472.The dynamic height is computed by dividing the NAVD 88
 AK5472.geopotential number by the normal gravity value computed on the
 AK5472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5472.degrees latitude (g = 980.6199 gals.).
 AK5472
 AK5472.The modeled gravity was interpolated from observed gravity values.
 AK5472
 AK5472;                    North         East    Units  Estimated Accuracy
 AK5472;SPC FL E     -   512,850.      214,810.      MT  (+/- 180 meters Scaled)
 AK5472
 AK5472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN148038(NAD 83)
 AK5472
 AK5472                          SUPERSEDED SURVEY CONTROL
 AK5472
 AK5472  NGVD 29 (09/01/92)    1.215  (m)            3.99   (f) ADJUSTED    2 2
 AK5472
 AK5472.Superseded values are not recommended for survey control.
 AK5472
 AK5472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5472.See file dsdata.pdf to determine how the superseded data were derived.
 AK5472
 AK5472_MARKER: DD = SURVEY DISK
 AK5472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5472_STAMPING: 79 78 A13 RM NO 1
 AK5472_MARK LOGO: FLDT
 AK5472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5472+STABILITY: SURFACE MOTION
 AK5472
 AK5472  HISTORY     - Date     Condition        Report By
 AK5472  HISTORY     - 1978     MONUMENTED       FLDT
 AK5472  HISTORY     - 20210316 MARK NOT FOUND   GEOCAC
 AK5472
 AK5472                          STATION DESCRIPTION
 AK5472
 AK5472'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5472'6.7 MI SE FROM NEW SMYRNA BEACH.
 AK5472'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5472'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 6.7 MILES.
 AK5472'THE MARK BEARS 83.9 FEET NORTHEAST OF A POWER POLE AND 40.5 FEET
 AK5472'NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AK5472
 AK5472                          STATION RECOVERY (2021)
 AK5472
 AK5472'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5472'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5470 ***********************************************************************
 AK5470  DESIGNATION -  79 78 A 13 RM 2
 AK5470  PID         -  AK5470
 AK5470  STATE/COUNTY-  FL/VOLUSIA
 AK5470  COUNTRY     -  US
 AK5470  USGS QUAD   -  ARIEL (2018)
 AK5470
 AK5470                         *CURRENT SURVEY CONTROL
 AK5470  ______________________________________________________________________
 AK5470* NAD 83(1986) POSITION- 28 57 43.     (N) 080 50 53.     (W)   SCALED
 AK5470* NAVD 88 ORTHO HEIGHT -     0.786 (meters)        2.58  (feet) ADJUSTED
 AK5470  ______________________________________________________________________
 AK5470  GEOID HEIGHT    -        -28.150 (meters)                     GEOID18
 AK5470  DYNAMIC HEIGHT  -          0.785 (meters)        2.58  (feet) COMP
 AK5470  MODELED GRAVITY -    979,267.9   (mgal)                       NAVD 88
 AK5470
 AK5470  VERT ORDER      -  SECOND    CLASS II
 AK5470
 AK5470.The horizontal coordinates were scaled from a map and have
 AK5470.an estimated accuracy of +/- 6 seconds.
 AK5470
 AK5470.The orthometric height was determined by differential leveling and
 AK5470.adjusted by the NATIONAL GEODETIC SURVEY
 AK5470.in June 1991.
 AK5470
 AK5470.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5470.GEOID18 height accuracy estimate available here.
 AK5470
 AK5470.Click photographs - Photos may exist for this station.
 AK5470
 AK5470.The dynamic height is computed by dividing the NAVD 88
 AK5470.geopotential number by the normal gravity value computed on the
 AK5470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5470.degrees latitude (g = 980.6199 gals.).
 AK5470
 AK5470.The modeled gravity was interpolated from observed gravity values.
 AK5470
 AK5470;                    North         East    Units  Estimated Accuracy
 AK5470;SPC FL E     -   512,820.      214,810.      MT  (+/- 180 meters Scaled)
 AK5470
 AK5470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN148037(NAD 83)
 AK5470
 AK5470                          SUPERSEDED SURVEY CONTROL
 AK5470
 AK5470  NGVD 29 (09/01/92)    1.162  (m)            3.81   (f) ADJUSTED    2 2
 AK5470
 AK5470.Superseded values are not recommended for survey control.
 AK5470
 AK5470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5470.See file dsdata.pdf to determine how the superseded data were derived.
 AK5470
 AK5470_MARKER: DD = SURVEY DISK
 AK5470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5470_STAMPING: 79 78 A13 RM NO 2
 AK5470_MARK LOGO: FLDT
 AK5470_PROJECTION: FLUSH
 AK5470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5470+STABILITY: SURFACE MOTION
 AK5470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK5470+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 AK5470
 AK5470  HISTORY     - Date     Condition        Report By
 AK5470  HISTORY     - 1978     MONUMENTED       FLDT
 AK5470  HISTORY     - 20050829 GOOD             FLDEP
 AK5470  HISTORY     - 20210316 MARK NOT FOUND   GEOCAC
 AK5470
 AK5470                          STATION DESCRIPTION
 AK5470
 AK5470'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5470'6.7 MI SE FROM NEW SMYRNA BEACH.
 AK5470'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5470'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 6.7 MILES.
 AK5470'THE MARK BEARS 91.3 FEET EAST SOUTHEAST OF A POWER POLE AND 40.8
 AK5470'FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AK5470
 AK5470                          STATION RECOVERY (2005)
 AK5470
 AK5470'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AK5470'RECOVERED AS DESCRIBED.
 AK5470
 AK5470                          STATION RECOVERY (2021)
 AK5470
 AK5470'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5470'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5473 ***********************************************************************
 AK5473  DESIGNATION -  79 78 A 14
 AK5473  PID         -  AK5473
 AK5473  STATE/COUNTY-  FL/VOLUSIA
 AK5473  COUNTRY     -  US
 AK5473  USGS QUAD   -  ARIEL (2018)
 AK5473
 AK5473                         *CURRENT SURVEY CONTROL
 AK5473  ______________________________________________________________________
 AK5473* NAD 83(1986) POSITION- 28 57 57.     (N) 080 51 00.     (W)   SCALED
 AK5473* NAVD 88 ORTHO HEIGHT -     1.686 (meters)        5.53  (feet) ADJUSTED
 AK5473  ______________________________________________________________________
 AK5473  GEOID HEIGHT    -        -28.153 (meters)                     GEOID18
 AK5473  DYNAMIC HEIGHT  -          1.683 (meters)        5.52  (feet) COMP
 AK5473  MODELED GRAVITY -    979,268.0   (mgal)                       NAVD 88
 AK5473
 AK5473  VERT ORDER      -  SECOND    CLASS II
 AK5473
 AK5473.The horizontal coordinates were scaled from a map and have
 AK5473.an estimated accuracy of +/- 6 seconds.
 AK5473
 AK5473.The orthometric height was determined by differential leveling and
 AK5473.adjusted by the NATIONAL GEODETIC SURVEY
 AK5473.in June 1991.
 AK5473
 AK5473.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5473.GEOID18 height accuracy estimate available here.
 AK5473
 AK5473.Click photographs - Photos may exist for this station.
 AK5473
 AK5473.The dynamic height is computed by dividing the NAVD 88
 AK5473.geopotential number by the normal gravity value computed on the
 AK5473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5473.degrees latitude (g = 980.6199 gals.).
 AK5473
 AK5473.The modeled gravity was interpolated from observed gravity values.
 AK5473
 AK5473;                    North         East    Units  Estimated Accuracy
 AK5473;SPC FL E     -   513,250.      214,620.      MT  (+/- 180 meters Scaled)
 AK5473
 AK5473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN146042(NAD 83)
 AK5473
 AK5473                          SUPERSEDED SURVEY CONTROL
 AK5473
 AK5473  NGVD 29 (09/01/92)    2.060  (m)            6.76   (f) ADJUSTED    2 2
 AK5473
 AK5473.Superseded values are not recommended for survey control.
 AK5473
 AK5473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5473.See file dsdata.pdf to determine how the superseded data were derived.
 AK5473
 AK5473_MARKER: DD = SURVEY DISK
 AK5473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5473_STAMPING: 79 78 A14
 AK5473_MARK LOGO: FLDT
 AK5473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5473+STABILITY: SURFACE MOTION
 AK5473
 AK5473  HISTORY     - Date     Condition        Report By
 AK5473  HISTORY     - 1978     MONUMENTED       FLDT
 AK5473  HISTORY     - 20210316 MARK NOT FOUND   GEOCAC
 AK5473
 AK5473                          STATION DESCRIPTION
 AK5473
 AK5473'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5473'6.4 MI SE FROM NEW SMYRNA BEACH.
 AK5473'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5473'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 6.4 MILES.
 AK5473'THE MARK BEARS 57 FEET SOUTHEAST OF THE CENTERLINE OF A SHELL
 AK5473'DRIVEWAY, 22 FEET NORTHWEST OF THE NORTH EDGE OF A CONCRETE
 AK5473'DRIVEWAY AND 16.5 FEET NORTHEAST OF THE CENTERLINE OF STATE
 AK5473'ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AK5473'ESTABLISHED BY DEPARTMENT OF TRANSPORTATION.
 AK5473
 AK5473                          STATION RECOVERY (2021)
 AK5473
 AK5473'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5473'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5475 ***********************************************************************
 AK5475  DESIGNATION -  79 78 A 15
 AK5475  PID         -  AK5475
 AK5475  STATE/COUNTY-  FL/VOLUSIA
 AK5475  COUNTRY     -  US
 AK5475  USGS QUAD   -  ARIEL (2018)
 AK5475
 AK5475                         *CURRENT SURVEY CONTROL
 AK5475  ______________________________________________________________________
 AK5475* NAD 83(1986) POSITION- 28 58 30.     (N) 080 51 25.     (W)   SCALED
 AK5475* NAVD 88 ORTHO HEIGHT -     1.528 (meters)        5.01  (feet) ADJUSTED
 AK5475  ______________________________________________________________________
 AK5475  GEOID HEIGHT    -        -28.161 (meters)                     GEOID18
 AK5475  DYNAMIC HEIGHT  -          1.526 (meters)        5.01  (feet) COMP
 AK5475  MODELED GRAVITY -    979,268.0   (mgal)                       NAVD 88
 AK5475
 AK5475  VERT ORDER      -  SECOND    CLASS II
 AK5475
 AK5475.The horizontal coordinates were scaled from a map and have
 AK5475.an estimated accuracy of +/- 6 seconds.
 AK5475
 AK5475.The orthometric height was determined by differential leveling and
 AK5475.adjusted by the NATIONAL GEODETIC SURVEY
 AK5475.in June 1991.
 AK5475
 AK5475.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5475.GEOID18 height accuracy estimate available here.
 AK5475
 AK5475.Click photographs - Photos may exist for this station.
 AK5475
 AK5475.The dynamic height is computed by dividing the NAVD 88
 AK5475.geopotential number by the normal gravity value computed on the
 AK5475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5475.degrees latitude (g = 980.6199 gals.).
 AK5475
 AK5475.The modeled gravity was interpolated from observed gravity values.
 AK5475
 AK5475;                    North         East    Units  Estimated Accuracy
 AK5475;SPC FL E     -   514,270.      213,940.      MT  (+/- 180 meters Scaled)
 AK5475
 AK5475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN139052(NAD 83)
 AK5475
 AK5475                          SUPERSEDED SURVEY CONTROL
 AK5475
 AK5475  NGVD 29 (09/01/92)    1.901  (m)            6.24   (f) ADJUSTED    2 2
 AK5475
 AK5475.Superseded values are not recommended for survey control.
 AK5475
 AK5475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5475.See file dsdata.pdf to determine how the superseded data were derived.
 AK5475
 AK5475_MARKER: DD = SURVEY DISK
 AK5475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5475_STAMPING: 79 78 A15
 AK5475_MARK LOGO: FLDT
 AK5475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5475+STABILITY: SURFACE MOTION
 AK5475
 AK5475  HISTORY     - Date     Condition        Report By
 AK5475  HISTORY     - 1978     MONUMENTED       FLDT
 AK5475  HISTORY     - 20210316 MARK NOT FOUND   GEOCAC
 AK5475
 AK5475                          STATION DESCRIPTION
 AK5475
 AK5475'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5475'5.6 MI SE FROM NEW SMYRNA BEACH.
 AK5475'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,AT
 AK5475'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 5.6 MILES
 AK5475'TO A DIRT DRIVE LEADING EAST. THE MARK BEARS 40 FEET SOUTHEAST
 AK5475'OF THE CENTERLINE OF THE DIRT DRIVE AND 15 FEET NORTHEAST OF THE
 AK5475'CENTERLINE OF STATE ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AK5475'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AK5475
 AK5475                          STATION RECOVERY (2021)
 AK5475
 AK5475'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5475'THE HIGHWAY HAS BEEN WIDENED.  MEASUREMENTS FELL UNDER THE PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5476 ***********************************************************************
 AK5476  DESIGNATION -  79 78 A 15 RM 1
 AK5476  PID         -  AK5476
 AK5476  STATE/COUNTY-  FL/VOLUSIA
 AK5476  COUNTRY     -  US
 AK5476  USGS QUAD   -  ARIEL (2018)
 AK5476
 AK5476                         *CURRENT SURVEY CONTROL
 AK5476  ______________________________________________________________________
 AK5476* NAD 83(1986) POSITION- 28 58 30.     (N) 080 51 25.     (W)   SCALED
 AK5476* NAVD 88 ORTHO HEIGHT -     1.728 (meters)        5.67  (feet) ADJUSTED
 AK5476  ______________________________________________________________________
 AK5476  GEOID HEIGHT    -        -28.161 (meters)                     GEOID18
 AK5476  DYNAMIC HEIGHT  -          1.726 (meters)        5.66  (feet) COMP
 AK5476  MODELED GRAVITY -    979,268.0   (mgal)                       NAVD 88
 AK5476
 AK5476  VERT ORDER      -  SECOND    CLASS II
 AK5476
 AK5476.The horizontal coordinates were scaled from a map and have
 AK5476.an estimated accuracy of +/- 6 seconds.
 AK5476
 AK5476.The orthometric height was determined by differential leveling and
 AK5476.adjusted by the NATIONAL GEODETIC SURVEY
 AK5476.in June 1991.
 AK5476
 AK5476.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5476.GEOID18 height accuracy estimate available here.
 AK5476
 AK5476.Click photographs - Photos may exist for this station.
 AK5476
 AK5476.The dynamic height is computed by dividing the NAVD 88
 AK5476.geopotential number by the normal gravity value computed on the
 AK5476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5476.degrees latitude (g = 980.6199 gals.).
 AK5476
 AK5476.The modeled gravity was interpolated from observed gravity values.
 AK5476
 AK5476;                    North         East    Units  Estimated Accuracy
 AK5476;SPC FL E     -   514,270.      213,940.      MT  (+/- 180 meters Scaled)
 AK5476
 AK5476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN139052(NAD 83)
 AK5476
 AK5476                          SUPERSEDED SURVEY CONTROL
 AK5476
 AK5476  NGVD 29 (09/01/92)    2.101  (m)            6.89   (f) ADJUSTED    2 2
 AK5476
 AK5476.Superseded values are not recommended for survey control.
 AK5476
 AK5476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5476.See file dsdata.pdf to determine how the superseded data were derived.
 AK5476
 AK5476_MARKER: DD = SURVEY DISK
 AK5476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5476_STAMPING: 79 78 A15 RM NO 1
 AK5476_MARK LOGO: FLDT
 AK5476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5476+STABILITY: SURFACE MOTION
 AK5476
 AK5476  HISTORY     - Date     Condition        Report By
 AK5476  HISTORY     - 1978     MONUMENTED       FLDT
 AK5476  HISTORY     - 20210316 MARK NOT FOUND   GEOCAC
 AK5476
 AK5476                          STATION DESCRIPTION
 AK5476
 AK5476'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5476'5.6 MI SE FROM NEW SMYRNA BEACH.
 AK5476'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5476'NEW SMYRNA BEACH, GO SOUTHEAST ON STATE ROAD A1A FOR 5.6 MILES TO
 AK5476'A DIRT DRIVE LEADING EAST. THE MARK BEARS 47.5 FEET NORTHEAST OF
 AK5476'THE CENTERLINE OF STATE ROAD A1A AND 20 FEET SOUTHEAST OF THE
 AK5476'CENTERLINE OF THE DIRT DRIVE.
 AK5476
 AK5476                          STATION RECOVERY (2021)
 AK5476
 AK5476'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5476'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5474 ***********************************************************************
 AK5474  DESIGNATION -  79 78 A 15 RM 2
 AK5474  PID         -  AK5474
 AK5474  STATE/COUNTY-  FL/VOLUSIA
 AK5474  COUNTRY     -  US
 AK5474  USGS QUAD   -  ARIEL (2018)
 AK5474
 AK5474                         *CURRENT SURVEY CONTROL
 AK5474  ______________________________________________________________________
 AK5474* NAD 83(1986) POSITION- 28 58 30.     (N) 080 51 25.     (W)   SCALED
 AK5474* NAVD 88 ORTHO HEIGHT -     1.592 (meters)        5.22  (feet) ADJUSTED
 AK5474  ______________________________________________________________________
 AK5474  GEOID HEIGHT    -        -28.161 (meters)                     GEOID18
 AK5474  DYNAMIC HEIGHT  -          1.590 (meters)        5.22  (feet) COMP
 AK5474  MODELED GRAVITY -    979,268.0   (mgal)                       NAVD 88
 AK5474
 AK5474  VERT ORDER      -  SECOND    CLASS II
 AK5474
 AK5474.The horizontal coordinates were scaled from a map and have
 AK5474.an estimated accuracy of +/- 6 seconds.
 AK5474
 AK5474.The orthometric height was determined by differential leveling and
 AK5474.adjusted by the NATIONAL GEODETIC SURVEY
 AK5474.in June 1991.
 AK5474
 AK5474.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5474.GEOID18 height accuracy estimate available here.
 AK5474
 AK5474.Click photographs - Photos may exist for this station.
 AK5474
 AK5474.The dynamic height is computed by dividing the NAVD 88
 AK5474.geopotential number by the normal gravity value computed on the
 AK5474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5474.degrees latitude (g = 980.6199 gals.).
 AK5474
 AK5474.The modeled gravity was interpolated from observed gravity values.
 AK5474
 AK5474;                    North         East    Units  Estimated Accuracy
 AK5474;SPC FL E     -   514,270.      213,940.      MT  (+/- 180 meters Scaled)
 AK5474
 AK5474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN139052(NAD 83)
 AK5474
 AK5474                          SUPERSEDED SURVEY CONTROL
 AK5474
 AK5474  NGVD 29 (09/01/92)    1.965  (m)            6.45   (f) ADJUSTED    2 2
 AK5474
 AK5474.Superseded values are not recommended for survey control.
 AK5474
 AK5474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5474.See file dsdata.pdf to determine how the superseded data were derived.
 AK5474
 AK5474_MARKER: DD = SURVEY DISK
 AK5474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5474_STAMPING: 79 78 A15 RM NO 2
 AK5474_MARK LOGO: FLDT
 AK5474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5474+STABILITY: SURFACE MOTION
 AK5474
 AK5474  HISTORY     - Date     Condition        Report By
 AK5474  HISTORY     - 1978     MONUMENTED       FLDT
 AK5474  HISTORY     - 20210316 MARK NOT FOUND   GEOCAC
 AK5474
 AK5474                          STATION DESCRIPTION
 AK5474
 AK5474'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5474'5.6 MI SE FROM NEW SMYRNA BEACH.
 AK5474'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5474'NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FO 5.6
 AK5474'MILES TO A DIRT DRIVE LEADING EAST. THE MARK BEARS 47 FEET NORTHEAST
 AK5474'OF THE CENTERLINE OF STATE ROAD A1A AND 3.6 FEET SOUTHWEST OF A
 AK5474'FENCE.
 AK5474
 AK5474                          STATION RECOVERY (2021)
 AK5474
 AK5474'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5474'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5478 ***********************************************************************
 AK5478  DESIGNATION -  79 78 A 16
 AK5478  PID         -  AK5478
 AK5478  STATE/COUNTY-  FL/VOLUSIA
 AK5478  COUNTRY     -  US
 AK5478  USGS QUAD   -  ARIEL (2018)
 AK5478
 AK5478                         *CURRENT SURVEY CONTROL
 AK5478  ______________________________________________________________________
 AK5478* NAD 83(1986) POSITION- 28 58 58.     (N) 080 51 46.     (W)   SCALED
 AK5478* NAVD 88 ORTHO HEIGHT -     1.531 (meters)        5.02  (feet) ADJUSTED
 AK5478  ______________________________________________________________________
 AK5478  GEOID HEIGHT    -        -28.169 (meters)                     GEOID18
 AK5478  DYNAMIC HEIGHT  -          1.529 (meters)        5.02  (feet) COMP
 AK5478  MODELED GRAVITY -    979,267.9   (mgal)                       NAVD 88
 AK5478
 AK5478  VERT ORDER      -  SECOND    CLASS II
 AK5478
 AK5478.The horizontal coordinates were scaled from a map and have
 AK5478.an estimated accuracy of +/- 6 seconds.
 AK5478
 AK5478.The orthometric height was determined by differential leveling and
 AK5478.adjusted by the NATIONAL GEODETIC SURVEY
 AK5478.in June 1991.
 AK5478
 AK5478.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5478.GEOID18 height accuracy estimate available here.
 AK5478
 AK5478.Click photographs - Photos may exist for this station.
 AK5478
 AK5478.The dynamic height is computed by dividing the NAVD 88
 AK5478.geopotential number by the normal gravity value computed on the
 AK5478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5478.degrees latitude (g = 980.6199 gals.).
 AK5478
 AK5478.The modeled gravity was interpolated from observed gravity values.
 AK5478
 AK5478;                    North         East    Units  Estimated Accuracy
 AK5478;SPC FL E     -   515,130.      213,370.      MT  (+/- 180 meters Scaled)
 AK5478
 AK5478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN133060(NAD 83)
 AK5478
 AK5478                          SUPERSEDED SURVEY CONTROL
 AK5478
 AK5478  NGVD 29 (09/01/92)    1.905  (m)            6.25   (f) ADJUSTED    2 2
 AK5478
 AK5478.Superseded values are not recommended for survey control.
 AK5478
 AK5478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5478.See file dsdata.pdf to determine how the superseded data were derived.
 AK5478
 AK5478_MARKER: DD = SURVEY DISK
 AK5478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5478_STAMPING: 79 78 A16
 AK5478_MARK LOGO: FLDT
 AK5478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5478+STABILITY: SURFACE MOTION
 AK5478
 AK5478  HISTORY     - Date     Condition        Report By
 AK5478  HISTORY     - 1978     MONUMENTED       FLDT
 AK5478  HISTORY     - 20030524 MARK NOT FOUND   FL-127
 AK5478  HISTORY     - 20210316 MARK NOT FOUND   GEOCAC
 AK5478
 AK5478                          STATION DESCRIPTION
 AK5478
 AK5478'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5478'5 MI SE FROM NEW SMYRNA BEACH.
 AK5478'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5478'NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FOR 5
 AK5478'MILES TO THE INTERSECTION OF SAXON DRIVE. THE MARK BEARS 95.5 FEET
 AK5478'NORTH OF THE CENTERLINE OF HILLSIDE DRIVE, 25.3 FEET SOUTHWEST OF
 AK5478'THE CENTERLINE OF SAXON DRIVE AND 17 FEET NORTHEAST OF THE CENTER-
 AK5478'LINE OF STATE ROAD A1A.
 AK5478'A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AK5478'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AK5478
 AK5478                          STATION RECOVERY (2003)
 AK5478
 AK5478'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003
 AK5478'STA DESCRIPTION FALLS IN PAVEMENT
 AK5478
 AK5478                          STATION RECOVERY (2021)
 AK5478
 AK5478'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5478'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5479 ***********************************************************************
 AK5479  DESIGNATION -  79 78 A 16 RM 2
 AK5479  PID         -  AK5479
 AK5479  STATE/COUNTY-  FL/VOLUSIA
 AK5479  COUNTRY     -  US
 AK5479  USGS QUAD   -  ARIEL (2018)
 AK5479
 AK5479                         *CURRENT SURVEY CONTROL
 AK5479  ______________________________________________________________________
 AK5479* NAD 83(1986) POSITION- 28 58 58.     (N) 080 51 46.     (W)   SCALED
 AK5479* NAVD 88 ORTHO HEIGHT -     1.605 (meters)        5.27  (feet) ADJUSTED
 AK5479  ______________________________________________________________________
 AK5479  GEOID HEIGHT    -        -28.169 (meters)                     GEOID18
 AK5479  DYNAMIC HEIGHT  -          1.602 (meters)        5.26  (feet) COMP
 AK5479  MODELED GRAVITY -    979,267.9   (mgal)                       NAVD 88
 AK5479
 AK5479  VERT ORDER      -  SECOND    CLASS II
 AK5479
 AK5479.The horizontal coordinates were scaled from a map and have
 AK5479.an estimated accuracy of +/- 6 seconds.
 AK5479
 AK5479.The orthometric height was determined by differential leveling and
 AK5479.adjusted by the NATIONAL GEODETIC SURVEY
 AK5479.in June 1991.
 AK5479
 AK5479.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5479.GEOID18 height accuracy estimate available here.
 AK5479
 AK5479.Click photographs - Photos may exist for this station.
 AK5479
 AK5479.The dynamic height is computed by dividing the NAVD 88
 AK5479.geopotential number by the normal gravity value computed on the
 AK5479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5479.degrees latitude (g = 980.6199 gals.).
 AK5479
 AK5479.The modeled gravity was interpolated from observed gravity values.
 AK5479
 AK5479;                    North         East    Units  Estimated Accuracy
 AK5479;SPC FL E     -   515,130.      213,370.      MT  (+/- 180 meters Scaled)
 AK5479
 AK5479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN133060(NAD 83)
 AK5479
 AK5479                          SUPERSEDED SURVEY CONTROL
 AK5479
 AK5479  NGVD 29 (09/01/92)    1.978  (m)            6.49   (f) ADJUSTED    2 2
 AK5479
 AK5479.Superseded values are not recommended for survey control.
 AK5479
 AK5479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5479.See file dsdata.pdf to determine how the superseded data were derived.
 AK5479
 AK5479_MARKER: DD = SURVEY DISK
 AK5479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5479_STAMPING: 79 78 A16 RM NO 2
 AK5479_MARK LOGO: FLDT
 AK5479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5479+STABILITY: SURFACE MOTION
 AK5479
 AK5479  HISTORY     - Date     Condition        Report By
 AK5479  HISTORY     - 1978     MONUMENTED       FLDT
 AK5479  HISTORY     - 20210316 MARK NOT FOUND   GEOCAC
 AK5479
 AK5479                          STATION DESCRIPTION
 AK5479
 AK5479'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5479'5 MI SE FROM NEW SMYRNA BEACH.
 AK5479'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5479'NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FOR 5
 AK5479'MILES TO THE INTERSECTION OF SAXON DRIVE. THE MARK BEARS 50.5 FEET
 AK5479'SOUTH OF STREETLIGHT POLE SBT TC9, 17 FEET NORTHEAST OF THE
 AK5479'CENTERLINE OF STATE ROAD A1A AND 15.6 FEET SOUTHWEST OF THE CENTER-
 AK5479'LINE OF SAXON DRIVE.
 AK5479
 AK5479                          STATION RECOVERY (2021)
 AK5479
 AK5479'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5479'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5481 ***********************************************************************
 AK5481  DESIGNATION -  79 78 A 17
 AK5481  PID         -  AK5481
 AK5481  STATE/COUNTY-  FL/VOLUSIA
 AK5481  COUNTRY     -  US
 AK5481  USGS QUAD   -  ARIEL (2018)
 AK5481
 AK5481                         *CURRENT SURVEY CONTROL
 AK5481  ______________________________________________________________________
 AK5481* NAD 83(1986) POSITION- 28 59 35.     (N) 080 52 09.     (W)   SCALED
 AK5481* NAVD 88 ORTHO HEIGHT -     3.352 (meters)       11.00  (feet) ADJUSTED
 AK5481  ______________________________________________________________________
 AK5481  GEOID HEIGHT    -        -28.181 (meters)                     GEOID18
 AK5481  DYNAMIC HEIGHT  -          3.347 (meters)       10.98  (feet) COMP
 AK5481  MODELED GRAVITY -    979,267.7   (mgal)                       NAVD 88
 AK5481
 AK5481  VERT ORDER      -  SECOND    CLASS II
 AK5481
 AK5481.The horizontal coordinates were scaled from a map and have
 AK5481.an estimated accuracy of +/- 6 seconds.
 AK5481
 AK5481.The orthometric height was determined by differential leveling and
 AK5481.adjusted by the NATIONAL GEODETIC SURVEY
 AK5481.in June 1991.
 AK5481
 AK5481.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5481.GEOID18 height accuracy estimate available here.
 AK5481
 AK5481.Click photographs - Photos may exist for this station.
 AK5481
 AK5481.The dynamic height is computed by dividing the NAVD 88
 AK5481.geopotential number by the normal gravity value computed on the
 AK5481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5481.degrees latitude (g = 980.6199 gals.).
 AK5481
 AK5481.The modeled gravity was interpolated from observed gravity values.
 AK5481
 AK5481;                    North         East    Units  Estimated Accuracy
 AK5481;SPC FL E     -   516,270.      212,750.      MT  (+/- 180 meters Scaled)
 AK5481
 AK5481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN127072(NAD 83)
 AK5481
 AK5481                          SUPERSEDED SURVEY CONTROL
 AK5481
 AK5481  NGVD 29 (09/01/92)    3.726  (m)           12.22   (f) ADJUSTED    2 2
 AK5481
 AK5481.Superseded values are not recommended for survey control.
 AK5481
 AK5481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5481.See file dsdata.pdf to determine how the superseded data were derived.
 AK5481
 AK5481_MARKER: DD = SURVEY DISK
 AK5481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5481_STAMPING: 79 78 A17
 AK5481_MARK LOGO: FLDT
 AK5481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5481+STABILITY: SURFACE MOTION
 AK5481
 AK5481  HISTORY     - Date     Condition        Report By
 AK5481  HISTORY     - 1978     MONUMENTED       FLDT
 AK5481  HISTORY     - 20210309 MARK NOT FOUND   GEOCAC
 AK5481
 AK5481                          STATION DESCRIPTION
 AK5481
 AK5481'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5481'4.2 MI SE FROM NEW SMYRNA BEACH.
 AK5481'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5481'NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FOR 4.2
 AK5481'MILES TO ENTRANCE DRIVE TO SHORE VILLAS. THE MARK BEARS 34.5 FEET
 AK5481'NORTHWEST OF THE CENTERLINE OF THE ENTRANCE DRIVE, 18.3 FEET NORTH-
 AK5481'EAST OF THE CENTERLINE OF STATE ROAD A1A AND 13.8 FEET WEST NORTH-
 AK5481'WEST OF A CITY LIMIT SIGN. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AK5481'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AK5481
 AK5481                          STATION RECOVERY (2021)
 AK5481
 AK5481'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5481'THE HIGHWAY HAS BEEN WIDENED.  MEASUREMENTS FELL UNDER THE PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5482 ***********************************************************************
 AK5482  DESIGNATION -  79 78 A 17 RM 1
 AK5482  PID         -  AK5482
 AK5482  STATE/COUNTY-  FL/VOLUSIA
 AK5482  COUNTRY     -  US
 AK5482  USGS QUAD   -  ARIEL (2018)
 AK5482
 AK5482                         *CURRENT SURVEY CONTROL
 AK5482  ______________________________________________________________________
 AK5482* NAD 83(1986) POSITION- 28 59 35.     (N) 080 52 09.     (W)   SCALED
 AK5482* NAVD 88 ORTHO HEIGHT -     3.157 (meters)       10.36  (feet) ADJUSTED
 AK5482  ______________________________________________________________________
 AK5482  GEOID HEIGHT    -        -28.181 (meters)                     GEOID18
 AK5482  DYNAMIC HEIGHT  -          3.153 (meters)       10.34  (feet) COMP
 AK5482  MODELED GRAVITY -    979,267.7   (mgal)                       NAVD 88
 AK5482
 AK5482  VERT ORDER      -  SECOND    CLASS II
 AK5482
 AK5482.The horizontal coordinates were scaled from a map and have
 AK5482.an estimated accuracy of +/- 6 seconds.
 AK5482
 AK5482.The orthometric height was determined by differential leveling and
 AK5482.adjusted by the NATIONAL GEODETIC SURVEY
 AK5482.in June 1991.
 AK5482
 AK5482.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5482.GEOID18 height accuracy estimate available here.
 AK5482
 AK5482.Click photographs - Photos may exist for this station.
 AK5482
 AK5482.The dynamic height is computed by dividing the NAVD 88
 AK5482.geopotential number by the normal gravity value computed on the
 AK5482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5482.degrees latitude (g = 980.6199 gals.).
 AK5482
 AK5482.The modeled gravity was interpolated from observed gravity values.
 AK5482
 AK5482;                    North         East    Units  Estimated Accuracy
 AK5482;SPC FL E     -   516,270.      212,750.      MT  (+/- 180 meters Scaled)
 AK5482
 AK5482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN127072(NAD 83)
 AK5482
 AK5482                          SUPERSEDED SURVEY CONTROL
 AK5482
 AK5482  NGVD 29 (09/01/92)    3.531  (m)           11.58   (f) ADJUSTED    2 2
 AK5482
 AK5482.Superseded values are not recommended for survey control.
 AK5482
 AK5482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5482.See file dsdata.pdf to determine how the superseded data were derived.
 AK5482
 AK5482_MARKER: DD = SURVEY DISK
 AK5482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5482_STAMPING: 79 78 A17 RM NO 1
 AK5482_MARK LOGO: FLDT
 AK5482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5482+STABILITY: SURFACE MOTION
 AK5482
 AK5482  HISTORY     - Date     Condition        Report By
 AK5482  HISTORY     - 1978     MONUMENTED       FLDT
 AK5482  HISTORY     - 20210309 MARK NOT FOUND   GEOCAC
 AK5482
 AK5482                          STATION DESCRIPTION
 AK5482
 AK5482'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5482'4.2 MI SE FROM NEW SMYRNA BEACH.
 AK5482'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5482'NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FOR 4.2
 AK5482'MILES TO ENTRANCE DRIVE TO SHORE VILLAS. THE MARK BEARS 43 FEET
 AK5482'NORTH NORTHWEST OF A CITY LIMIT SIGN AND 34 FEET NORTHEAST OF THE
 AK5482'CENTERLINE OF STATE ROAD A1A.
 AK5482
 AK5482                          STATION RECOVERY (2021)
 AK5482
 AK5482'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5482'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5480 ***********************************************************************
 AK5480  DESIGNATION -  79 78 A 17 RM 2
 AK5480  PID         -  AK5480
 AK5480  STATE/COUNTY-  FL/VOLUSIA
 AK5480  COUNTRY     -  US
 AK5480  USGS QUAD   -  ARIEL (2018)
 AK5480
 AK5480                         *CURRENT SURVEY CONTROL
 AK5480  ______________________________________________________________________
 AK5480* NAD 83(1986) POSITION- 28 59 35.     (N) 080 52 09.     (W)   SCALED
 AK5480* NAVD 88 ORTHO HEIGHT -     3.353 (meters)       11.00  (feet) ADJUSTED
 AK5480  ______________________________________________________________________
 AK5480  GEOID HEIGHT    -        -28.181 (meters)                     GEOID18
 AK5480  DYNAMIC HEIGHT  -          3.348 (meters)       10.98  (feet) COMP
 AK5480  MODELED GRAVITY -    979,267.7   (mgal)                       NAVD 88
 AK5480
 AK5480  VERT ORDER      -  SECOND    CLASS II
 AK5480
 AK5480.The horizontal coordinates were scaled from a map and have
 AK5480.an estimated accuracy of +/- 6 seconds.
 AK5480
 AK5480.The orthometric height was determined by differential leveling and
 AK5480.adjusted by the NATIONAL GEODETIC SURVEY
 AK5480.in June 1991.
 AK5480
 AK5480.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5480.GEOID18 height accuracy estimate available here.
 AK5480
 AK5480.Click photographs - Photos may exist for this station.
 AK5480
 AK5480.The dynamic height is computed by dividing the NAVD 88
 AK5480.geopotential number by the normal gravity value computed on the
 AK5480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5480.degrees latitude (g = 980.6199 gals.).
 AK5480
 AK5480.The modeled gravity was interpolated from observed gravity values.
 AK5480
 AK5480;                    North         East    Units  Estimated Accuracy
 AK5480;SPC FL E     -   516,270.      212,750.      MT  (+/- 180 meters Scaled)
 AK5480
 AK5480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN127072(NAD 83)
 AK5480
 AK5480                          SUPERSEDED SURVEY CONTROL
 AK5480
 AK5480  NGVD 29 (09/01/92)    3.727  (m)           12.23   (f) ADJUSTED    2 2
 AK5480
 AK5480.Superseded values are not recommended for survey control.
 AK5480
 AK5480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5480.See file dsdata.pdf to determine how the superseded data were derived.
 AK5480
 AK5480_MARKER: DD = SURVEY DISK
 AK5480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5480_STAMPING: 79 78 A17 RM NO 2
 AK5480_MARK LOGO: FLDT
 AK5480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5480+STABILITY: SURFACE MOTION
 AK5480
 AK5480  HISTORY     - Date     Condition        Report By
 AK5480  HISTORY     - 1978     MONUMENTED       FLDT
 AK5480  HISTORY     - 20210309 MARK NOT FOUND   GEOCAC
 AK5480
 AK5480                          STATION DESCRIPTION
 AK5480
 AK5480'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AK5480'4.2 MI SE FROM NEW SMYRNA BEACH.
 AK5480'FROM THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER, AT
 AK5480'NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FOR 4.2
 AK5480'MILES TO ENTRANCE DRIVE TO SHORE VILLAS. THE MARK BEARS 30 FEET
 AK5480'NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A AND 17 FEET NORTH-
 AK5480'WEST OF THE CENTERLINE OF THE ENTRANCE DRIVE.
 AK5480
 AK5480                          STATION RECOVERY (2021)
 AK5480
 AK5480'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5480'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1780 ***********************************************************************
 AQ1780  DESIGNATION -  79 78 A 18
 AQ1780  PID         -  AQ1780
 AQ1780  STATE/COUNTY-  FL/VOLUSIA
 AQ1780  COUNTRY     -  US
 AQ1780  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1780
 AQ1780                         *CURRENT SURVEY CONTROL
 AQ1780  ______________________________________________________________________
 AQ1780* NAD 83(1986) POSITION- 29 00 12.     (N) 080 52 32.     (W)   SCALED
 AQ1780* NAVD 88 ORTHO HEIGHT -     4.730 (meters)       15.52  (feet) ADJUSTED
 AQ1780  ______________________________________________________________________
 AQ1780  GEOID HEIGHT    -        -28.195 (meters)                     GEOID18
 AQ1780  DYNAMIC HEIGHT  -          4.723 (meters)       15.50  (feet) COMP
 AQ1780  MODELED GRAVITY -    979,266.5   (mgal)                       NAVD 88
 AQ1780
 AQ1780  VERT ORDER      -  SECOND    CLASS II
 AQ1780
 AQ1780.The horizontal coordinates were scaled from a map and have
 AQ1780.an estimated accuracy of +/- 6 seconds.
 AQ1780
 AQ1780.The orthometric height was determined by differential leveling and
 AQ1780.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1780.in June 1991.
 AQ1780
 AQ1780.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1780.GEOID18 height accuracy estimate available here.
 AQ1780
 AQ1780.Click photographs - Photos may exist for this station.
 AQ1780
 AQ1780.The dynamic height is computed by dividing the NAVD 88
 AQ1780.geopotential number by the normal gravity value computed on the
 AQ1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1780.degrees latitude (g = 980.6199 gals.).
 AQ1780
 AQ1780.The modeled gravity was interpolated from observed gravity values.
 AQ1780
 AQ1780;                    North         East    Units  Estimated Accuracy
 AQ1780;SPC FL E     -   517,410.      212,130.      MT  (+/- 180 meters Scaled)
 AQ1780
 AQ1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN121083(NAD 83)
 AQ1780
 AQ1780                          SUPERSEDED SURVEY CONTROL
 AQ1780
 AQ1780  NGVD 29 (09/01/92)    5.104  (m)           16.75   (f) ADJUSTED    2 2
 AQ1780
 AQ1780.Superseded values are not recommended for survey control.
 AQ1780
 AQ1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1780.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1780
 AQ1780_MARKER: DD = SURVEY DISK
 AQ1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1780_STAMPING: 79 78 A18
 AQ1780_MARK LOGO: FLDT
 AQ1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1780+STABILITY: SURFACE MOTION
 AQ1780
 AQ1780  HISTORY     - Date     Condition        Report By
 AQ1780  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1780  HISTORY     - 20210309 MARK NOT FOUND   GEOCAC
 AQ1780
 AQ1780                          STATION DESCRIPTION
 AQ1780
 AQ1780'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1780'3.4 MI SE FROM NEW SMYRNA BEACH.
 AQ1780'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN
 AQ1780'RIVER, AT NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD
 AQ1780'A1A FOR 3.4 MILES. THE MARK BEARS 34.5 FEET SOUTHWEST OF A CONCRETE
 AQ1780'WALL IN FRONT OF AN APARTMENT COMPLEX, 33.2 FEET SOUTHWEST OF THE
 AQ1780'2ND TREE FROM THE NORTH OF A ROW OF 5 PALM TREES AND 16.4 FEET
 AQ1780'NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A. MARK IS A FLORIDA
 AQ1780'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1780'OF TRANSPORTATION.
 AQ1780
 AQ1780                          STATION RECOVERY (2021)
 AQ1780
 AQ1780'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1780'THE HIGHWAY HAS BEEN WIDENED.  MEASUREMENTS FELL UNDER THE PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1781 ***********************************************************************
 AQ1781  DESIGNATION -  79 78 A 18 RM 1
 AQ1781  PID         -  AQ1781
 AQ1781  STATE/COUNTY-  FL/VOLUSIA
 AQ1781  COUNTRY     -  US
 AQ1781  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1781
 AQ1781                         *CURRENT SURVEY CONTROL
 AQ1781  ______________________________________________________________________
 AQ1781* NAD 83(1986) POSITION- 29 00 12.     (N) 080 52 32.     (W)   SCALED
 AQ1781* NAVD 88 ORTHO HEIGHT -     4.668 (meters)       15.31  (feet) ADJUSTED
 AQ1781  ______________________________________________________________________
 AQ1781  GEOID HEIGHT    -        -28.195 (meters)                     GEOID18
 AQ1781  DYNAMIC HEIGHT  -          4.661 (meters)       15.29  (feet) COMP
 AQ1781  MODELED GRAVITY -    979,266.5   (mgal)                       NAVD 88
 AQ1781
 AQ1781  VERT ORDER      -  SECOND    CLASS II
 AQ1781
 AQ1781.The horizontal coordinates were scaled from a map and have
 AQ1781.an estimated accuracy of +/- 6 seconds.
 AQ1781
 AQ1781.The orthometric height was determined by differential leveling and
 AQ1781.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1781.in June 1991.
 AQ1781
 AQ1781.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1781.GEOID18 height accuracy estimate available here.
 AQ1781
 AQ1781.Click photographs - Photos may exist for this station.
 AQ1781
 AQ1781.The dynamic height is computed by dividing the NAVD 88
 AQ1781.geopotential number by the normal gravity value computed on the
 AQ1781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1781.degrees latitude (g = 980.6199 gals.).
 AQ1781
 AQ1781.The modeled gravity was interpolated from observed gravity values.
 AQ1781
 AQ1781;                    North         East    Units  Estimated Accuracy
 AQ1781;SPC FL E     -   517,410.      212,130.      MT  (+/- 180 meters Scaled)
 AQ1781
 AQ1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN121083(NAD 83)
 AQ1781
 AQ1781                          SUPERSEDED SURVEY CONTROL
 AQ1781
 AQ1781  NGVD 29 (09/01/92)    5.042  (m)           16.54   (f) ADJUSTED    2 2
 AQ1781
 AQ1781.Superseded values are not recommended for survey control.
 AQ1781
 AQ1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1781.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1781
 AQ1781_STAMPING: 79 78 A18 RM NO 1
 AQ1781
 AQ1781  HISTORY     - Date     Condition        Report By
 AQ1781  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1781  HISTORY     - 20210309 MARK NOT FOUND   GEOCAC
 AQ1781
 AQ1781                          STATION DESCRIPTION
 AQ1781
 AQ1781'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1781'3.4 MI SE FROM NEW SMYRNA BEACH.
 AQ1781'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1781'AT NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FOR 3.4
 AQ1781'MILES.  THE MARK BEARS 41.6 FEET SOUTHEAST OF THE CENTERLINE OF A
 AQ1781'DRIVEWAY, 4.4 FEET SOUTH SOUTHEAST OF NORTHERN MOST ONE OF A ROW OF
 AQ1781'5 PALM TREES AND 3.6 FEET SOUTHWEST OF A CONCRETE WALL IN FRONT OF
 AQ1781'AN APARTMENT COMPLEX.
 AQ1781
 AQ1781                          STATION RECOVERY (2021)
 AQ1781
 AQ1781'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1781'MEASUREMENTS FELL UNDER A CONCRETE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1779 ***********************************************************************
 AQ1779  DESIGNATION -  79 78 A 18 RM 2
 AQ1779  PID         -  AQ1779
 AQ1779  STATE/COUNTY-  FL/VOLUSIA
 AQ1779  COUNTRY     -  US
 AQ1779  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1779
 AQ1779                         *CURRENT SURVEY CONTROL
 AQ1779  ______________________________________________________________________
 AQ1779* NAD 83(1986) POSITION- 29 00 12.     (N) 080 52 32.     (W)   SCALED
 AQ1779* NAVD 88 ORTHO HEIGHT -     4.753 (meters)       15.59  (feet) ADJUSTED
 AQ1779  ______________________________________________________________________
 AQ1779  GEOID HEIGHT    -        -28.195 (meters)                     GEOID18
 AQ1779  DYNAMIC HEIGHT  -          4.747 (meters)       15.57  (feet) COMP
 AQ1779  MODELED GRAVITY -    979,266.5   (mgal)                       NAVD 88
 AQ1779
 AQ1779  VERT ORDER      -  SECOND    CLASS II
 AQ1779
 AQ1779.The horizontal coordinates were scaled from a map and have
 AQ1779.an estimated accuracy of +/- 6 seconds.
 AQ1779
 AQ1779.The orthometric height was determined by differential leveling and
 AQ1779.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1779.in June 1991.
 AQ1779
 AQ1779.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1779.GEOID18 height accuracy estimate available here.
 AQ1779
 AQ1779.Click photographs - Photos may exist for this station.
 AQ1779
 AQ1779.The dynamic height is computed by dividing the NAVD 88
 AQ1779.geopotential number by the normal gravity value computed on the
 AQ1779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1779.degrees latitude (g = 980.6199 gals.).
 AQ1779
 AQ1779.The modeled gravity was interpolated from observed gravity values.
 AQ1779
 AQ1779;                    North         East    Units  Estimated Accuracy
 AQ1779;SPC FL E     -   517,410.      212,130.      MT  (+/- 180 meters Scaled)
 AQ1779
 AQ1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN121083(NAD 83)
 AQ1779
 AQ1779                          SUPERSEDED SURVEY CONTROL
 AQ1779
 AQ1779  NGVD 29 (09/01/92)    5.128  (m)           16.82   (f) ADJUSTED    2 2
 AQ1779
 AQ1779.Superseded values are not recommended for survey control.
 AQ1779
 AQ1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1779.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1779
 AQ1779_MARKER: DD = SURVEY DISK
 AQ1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1779_STAMPING: 79 78 A18 RM NO 2
 AQ1779_MARK LOGO: FLDT
 AQ1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1779+STABILITY: SURFACE MOTION
 AQ1779
 AQ1779  HISTORY     - Date     Condition        Report By
 AQ1779  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1779  HISTORY     - 20210309 MARK NOT FOUND   GEOCAC
 AQ1779
 AQ1779                          STATION DESCRIPTION
 AQ1779
 AQ1779'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1779'3.4 MI SE FROM NEW SMYRNA BEACH.
 AQ1779'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN
 AQ1779'RIVER, AT NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD
 AQ1779'A1A FOR 3.4 MILES.  THE MARK BEARS 47 FEET NORTHEAST OF THE CENTER-
 AQ1779'LINE OF STATE ROAD A1A, 5 FEET NORTHWEST OF A PALM TREE AND 3.8
 AQ1779'FEET SOUTHWEST OF A CONCRETE WALL IN THE FRONT OF AN APARTMENT
 AQ1779'COMPLEX.
 AQ1779
 AQ1779                          STATION RECOVERY (2021)
 AQ1779
 AQ1779'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1779'MEASUREMENTS FELL UNDER A CONCRETE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1782 ***********************************************************************
 AQ1782  DESIGNATION -  79 78 A 19
 AQ1782  PID         -  AQ1782
 AQ1782  STATE/COUNTY-  FL/VOLUSIA
 AQ1782  COUNTRY     -  US
 AQ1782  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1782
 AQ1782                         *CURRENT SURVEY CONTROL
 AQ1782  ______________________________________________________________________
 AQ1782* NAD 83(1986) POSITION- 29 00 32.     (N) 080 52 46.     (W)   SCALED
 AQ1782* NAVD 88 ORTHO HEIGHT -     4.101 (meters)       13.45  (feet) ADJUSTED
 AQ1782  ______________________________________________________________________
 AQ1782  GEOID HEIGHT    -        -28.203 (meters)                     GEOID18
 AQ1782  DYNAMIC HEIGHT  -          4.095 (meters)       13.44  (feet) COMP
 AQ1782  MODELED GRAVITY -    979,266.3   (mgal)                       NAVD 88
 AQ1782
 AQ1782  VERT ORDER      -  SECOND    CLASS II
 AQ1782
 AQ1782.The horizontal coordinates were scaled from a map and have
 AQ1782.an estimated accuracy of +/- 6 seconds.
 AQ1782
 AQ1782.The orthometric height was determined by differential leveling and
 AQ1782.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1782.in June 1991.
 AQ1782
 AQ1782.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1782.GEOID18 height accuracy estimate available here.
 AQ1782
 AQ1782.Click photographs - Photos may exist for this station.
 AQ1782
 AQ1782.The dynamic height is computed by dividing the NAVD 88
 AQ1782.geopotential number by the normal gravity value computed on the
 AQ1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1782.degrees latitude (g = 980.6199 gals.).
 AQ1782
 AQ1782.The modeled gravity was interpolated from observed gravity values.
 AQ1782
 AQ1782;                    North         East    Units  Estimated Accuracy
 AQ1782;SPC FL E     -   518,020.      211,750.      MT  (+/- 180 meters Scaled)
 AQ1782
 AQ1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN117089(NAD 83)
 AQ1782
 AQ1782                          SUPERSEDED SURVEY CONTROL
 AQ1782
 AQ1782  NGVD 29 (09/01/92)    4.475  (m)           14.68   (f) ADJUSTED    2 2
 AQ1782
 AQ1782.Superseded values are not recommended for survey control.
 AQ1782
 AQ1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1782.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1782
 AQ1782_STAMPING: 79 78 A19
 AQ1782
 AQ1782  HISTORY     - Date     Condition        Report By
 AQ1782  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1782  HISTORY     - 20210309 MARK NOT FOUND   GEOCAC
 AQ1782
 AQ1782                          STATION DESCRIPTION
 AQ1782
 AQ1782'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1782'3 MI SE FROM NEW SMYRNA BEACH.
 AQ1782'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1782'AT NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FOR
 AQ1782'3 MILES TO THE INTERSECTION OF 27TH AVENUE.  THE MARK BEARS 54.7
 AQ1782'FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, 26.7 FEET SOUTH-
 AQ1782'EAST OF THE CENTERLINE OF 27TH AVENUE, 14.5 FEET SOUTH OF A STOP SIGN
 AQ1782'AND 5.4 FEET NORTHEAST OF NORTH CORNER OF A HEDGE. MARK IS A FLORIDA
 AQ1782'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1782'OF TRANSPORTATION.
 AQ1782
 AQ1782                          STATION RECOVERY (2021)
 AQ1782
 AQ1782'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1782'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1786 ***********************************************************************
 AQ1786  DESIGNATION -  79 78 A 21
 AQ1786  PID         -  AQ1786
 AQ1786  STATE/COUNTY-  FL/VOLUSIA
 AQ1786  COUNTRY     -  US
 AQ1786  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1786
 AQ1786                         *CURRENT SURVEY CONTROL
 AQ1786  ______________________________________________________________________
 AQ1786* NAD 83(1986) POSITION- 29 01 25.     (N) 080 53 11.     (W)   SCALED
 AQ1786* NAVD 88 ORTHO HEIGHT -     3.175 (meters)       10.42  (feet) ADJUSTED
 AQ1786  ______________________________________________________________________
 AQ1786  GEOID HEIGHT    -        -28.225 (meters)                     GEOID18
 AQ1786  DYNAMIC HEIGHT  -          3.171 (meters)       10.40  (feet) COMP
 AQ1786  MODELED GRAVITY -    979,265.8   (mgal)                       NAVD 88
 AQ1786
 AQ1786  VERT ORDER      -  SECOND    CLASS II
 AQ1786
 AQ1786.The horizontal coordinates were scaled from a map and have
 AQ1786.an estimated accuracy of +/- 6 seconds.
 AQ1786
 AQ1786.The orthometric height was determined by differential leveling and
 AQ1786.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1786.in June 1991.
 AQ1786
 AQ1786.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1786.GEOID18 height accuracy estimate available here.
 AQ1786
 AQ1786.Click photographs - Photos may exist for this station.
 AQ1786
 AQ1786.The dynamic height is computed by dividing the NAVD 88
 AQ1786.geopotential number by the normal gravity value computed on the
 AQ1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1786.degrees latitude (g = 980.6199 gals.).
 AQ1786
 AQ1786.The modeled gravity was interpolated from observed gravity values.
 AQ1786
 AQ1786;                    North         East    Units  Estimated Accuracy
 AQ1786;SPC FL E     -   519,650.      211,070.      MT  (+/- 180 meters Scaled)
 AQ1786
 AQ1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN110106(NAD 83)
 AQ1786
 AQ1786                          SUPERSEDED SURVEY CONTROL
 AQ1786
 AQ1786  NGVD 29 (09/01/92)    3.550  (m)           11.65   (f) ADJUSTED    2 2
 AQ1786
 AQ1786.Superseded values are not recommended for survey control.
 AQ1786
 AQ1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1786.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1786
 AQ1786_STAMPING: 79 78 A21
 AQ1786
 AQ1786  HISTORY     - Date     Condition        Report By
 AQ1786  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1786  HISTORY     - 20210309 MARK NOT FOUND   GEOCAC
 AQ1786
 AQ1786                          STATION DESCRIPTION
 AQ1786
 AQ1786'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1786'2.1 MI EAST FROM NEW SMYRNA BEACH.
 AQ1786'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1786'AT NEW SMYRNA BEACH, GO EASTERLY ON STATE ROAD A1A FOR 1.4 MILES TO
 AQ1786'THE JUNCTION OF EAST 3RD AVENUE, GO NORTHEAST ON EAST 3RD AVENUE FOR
 AQ1786'O.2 MILE TO THE BEACH, GO SOUTHEAST ALONG THE BEACH FOR 0.5 MILE.
 AQ1786'THE MARK BEARS 103 FEET NORTHEAST OF NORTHWEST CORNER OF A BLOCK WALL
 AQ1786'AND 19 FEET SOUTHWEST OF EAST EDGE OF DUNE LINE. MARK IS A FLORIDA
 AQ1786'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1786'OF TRANSPORTATION.
 AQ1786
 AQ1786                          STATION RECOVERY (2021)
 AQ1786
 AQ1786'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1786'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1785 ***********************************************************************
 AQ1785  DESIGNATION -  79 78 A 21 RM 1
 AQ1785  PID         -  AQ1785
 AQ1785  STATE/COUNTY-  FL/VOLUSIA
 AQ1785  COUNTRY     -  US
 AQ1785  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1785
 AQ1785                         *CURRENT SURVEY CONTROL
 AQ1785  ______________________________________________________________________
 AQ1785* NAD 83(1986) POSITION- 29 01 25.     (N) 080 53 11.     (W)   SCALED
 AQ1785* NAVD 88 ORTHO HEIGHT -     3.003 (meters)        9.85  (feet) ADJUSTED
 AQ1785  ______________________________________________________________________
 AQ1785  GEOID HEIGHT    -        -28.225 (meters)                     GEOID18
 AQ1785  DYNAMIC HEIGHT  -          2.999 (meters)        9.84  (feet) COMP
 AQ1785  MODELED GRAVITY -    979,265.8   (mgal)                       NAVD 88
 AQ1785
 AQ1785  VERT ORDER      -  SECOND    CLASS II
 AQ1785
 AQ1785.The horizontal coordinates were scaled from a map and have
 AQ1785.an estimated accuracy of +/- 6 seconds.
 AQ1785
 AQ1785.The orthometric height was determined by differential leveling and
 AQ1785.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1785.in June 1991.
 AQ1785
 AQ1785.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1785.GEOID18 height accuracy estimate available here.
 AQ1785
 AQ1785.Click photographs - Photos may exist for this station.
 AQ1785
 AQ1785.The dynamic height is computed by dividing the NAVD 88
 AQ1785.geopotential number by the normal gravity value computed on the
 AQ1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1785.degrees latitude (g = 980.6199 gals.).
 AQ1785
 AQ1785.The modeled gravity was interpolated from observed gravity values.
 AQ1785
 AQ1785;                    North         East    Units  Estimated Accuracy
 AQ1785;SPC FL E     -   519,650.      211,070.      MT  (+/- 180 meters Scaled)
 AQ1785
 AQ1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN110106(NAD 83)
 AQ1785
 AQ1785                          SUPERSEDED SURVEY CONTROL
 AQ1785
 AQ1785  NGVD 29 (09/01/92)    3.378  (m)           11.08   (f) ADJUSTED    2 2
 AQ1785
 AQ1785.Superseded values are not recommended for survey control.
 AQ1785
 AQ1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1785.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1785
 AQ1785_STAMPING: 79 78 A21 RM NO 1
 AQ1785
 AQ1785  HISTORY     - Date     Condition        Report By
 AQ1785  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1785  HISTORY     - 20210309 MARK NOT FOUND   GEOCAC
 AQ1785
 AQ1785                          STATION DESCRIPTION
 AQ1785
 AQ1785'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1785'2.1 MI EAST FROM NEW SMYRNA BEACH.
 AQ1785'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1785'AT NEW SMYRNA BEACH, GO EASTERLY ON STATE ROAD A1A FOR 1.4 MILES TO
 AQ1785'THE JUNCTION OF EAST 3RD AVENUE, GO NORTHEAST ON EAST 3RD AVENUE
 AQ1785'FOR 0.2 MILE TO THE BEACH, GO SOUTHEAST ALONG THE BEACH FOR O.5 MILE.
 AQ1785'THE MARK BEARS 111 FEET NORTHEAST OF SOUTHEAST CORNER OF A BLOCK WALL
 AQ1785'AND 12 FEET SOUTHWEST OF EAST EDGE OF DUNE LINE.
 AQ1785
 AQ1785                          STATION RECOVERY (2021)
 AQ1785
 AQ1785'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1785'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1787 ***********************************************************************
 AQ1787  DESIGNATION -  79 78 A 21 RM 2
 AQ1787  PID         -  AQ1787
 AQ1787  STATE/COUNTY-  FL/VOLUSIA
 AQ1787  COUNTRY     -  US
 AQ1787  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1787
 AQ1787                         *CURRENT SURVEY CONTROL
 AQ1787  ______________________________________________________________________
 AQ1787* NAD 83(1986) POSITION- 29 01 25.     (N) 080 53 11.     (W)   SCALED
 AQ1787* NAVD 88 ORTHO HEIGHT -     3.399 (meters)       11.15  (feet) ADJUSTED
 AQ1787  ______________________________________________________________________
 AQ1787  GEOID HEIGHT    -        -28.225 (meters)                     GEOID18
 AQ1787  DYNAMIC HEIGHT  -          3.395 (meters)       11.14  (feet) COMP
 AQ1787  MODELED GRAVITY -    979,265.8   (mgal)                       NAVD 88
 AQ1787
 AQ1787  VERT ORDER      -  SECOND    CLASS II
 AQ1787
 AQ1787.The horizontal coordinates were scaled from a map and have
 AQ1787.an estimated accuracy of +/- 6 seconds.
 AQ1787
 AQ1787.The orthometric height was determined by differential leveling and
 AQ1787.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1787.in June 1991.
 AQ1787
 AQ1787.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1787.GEOID18 height accuracy estimate available here.
 AQ1787
 AQ1787.Click photographs - Photos may exist for this station.
 AQ1787
 AQ1787.The dynamic height is computed by dividing the NAVD 88
 AQ1787.geopotential number by the normal gravity value computed on the
 AQ1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1787.degrees latitude (g = 980.6199 gals.).
 AQ1787
 AQ1787.The modeled gravity was interpolated from observed gravity values.
 AQ1787
 AQ1787;                    North         East    Units  Estimated Accuracy
 AQ1787;SPC FL E     -   519,650.      211,070.      MT  (+/- 180 meters Scaled)
 AQ1787
 AQ1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN110106(NAD 83)
 AQ1787
 AQ1787                          SUPERSEDED SURVEY CONTROL
 AQ1787
 AQ1787  NGVD 29 (09/01/92)    3.775  (m)           12.39   (f) ADJUSTED    2 2
 AQ1787
 AQ1787.Superseded values are not recommended for survey control.
 AQ1787
 AQ1787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1787.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1787
 AQ1787_STAMPING: 79 78 A21 RM NO 2
 AQ1787
 AQ1787  HISTORY     - Date     Condition        Report By
 AQ1787  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1787  HISTORY     - 20210309 MARK NOT FOUND   GEOCAC
 AQ1787
 AQ1787                          STATION DESCRIPTION
 AQ1787
 AQ1787'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1787'2.1 MI EAST FROM NEW SMYRNA BEACH.
 AQ1787'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1787'AT NEW SMYRNA BEACH, GO EASTERLY ON STATE ROAD A1A FOR 1.4 MILES TO
 AQ1787'THE JUNCTION OF EAST 3RD AVENUE, GO NORTHEAST ON EAST 3RD AVENUE FOR
 AQ1787'0.2 MILE TO THE BEACH, GO SOUTHEAST ALONG THE BEACH FOR 0.5 MILE.
 AQ1787'THE MARK BEARS 140 FEET SOUTHEAST OF SOUTHEAST EDGE OF A WOODEN WALK-
 AQ1787'WAY, 100 FEET NORTHEAST OF NORTHWEST CORNER OF A BLOCK WALL AND 26
 AQ1787'FEET SOUTHWEST OF EAST EDGE OF DUNE LINE.
 AQ1787
 AQ1787                          STATION RECOVERY (2021)
 AQ1787
 AQ1787'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1787'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1789 ***********************************************************************
 AQ1789  DESIGNATION -  79 78 A 22
 AQ1789  PID         -  AQ1789
 AQ1789  STATE/COUNTY-  FL/VOLUSIA
 AQ1789  COUNTRY     -  US
 AQ1789  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1789
 AQ1789                         *CURRENT SURVEY CONTROL
 AQ1789  ______________________________________________________________________
 AQ1789* NAD 83(1986) POSITION- 29 01 59.     (N) 080 53 32.     (W)   SCALED
 AQ1789* NAVD 88 ORTHO HEIGHT -     3.371 (meters)       11.06  (feet) ADJUSTED
 AQ1789  ______________________________________________________________________
 AQ1789  GEOID HEIGHT    -        -28.239 (meters)                     GEOID18
 AQ1789  DYNAMIC HEIGHT  -          3.366 (meters)       11.04  (feet) COMP
 AQ1789  MODELED GRAVITY -    979,265.1   (mgal)                       NAVD 88
 AQ1789
 AQ1789  VERT ORDER      -  SECOND    CLASS II
 AQ1789
 AQ1789.The horizontal coordinates were scaled from a map and have
 AQ1789.an estimated accuracy of +/- 6 seconds.
 AQ1789
 AQ1789.The orthometric height was determined by differential leveling and
 AQ1789.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1789.in June 1991.
 AQ1789
 AQ1789.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1789.GEOID18 height accuracy estimate available here.
 AQ1789
 AQ1789.Click photographs - Photos may exist for this station.
 AQ1789
 AQ1789.The dynamic height is computed by dividing the NAVD 88
 AQ1789.geopotential number by the normal gravity value computed on the
 AQ1789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1789.degrees latitude (g = 980.6199 gals.).
 AQ1789
 AQ1789.The modeled gravity was interpolated from observed gravity values.
 AQ1789
 AQ1789;                    North         East    Units  Estimated Accuracy
 AQ1789;SPC FL E     -   520,700.      210,500.      MT  (+/- 180 meters Scaled)
 AQ1789
 AQ1789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN104116(NAD 83)
 AQ1789
 AQ1789                          SUPERSEDED SURVEY CONTROL
 AQ1789
 AQ1789  NGVD 29 (09/01/92)    3.747  (m)           12.29   (f) ADJUSTED    2 2
 AQ1789
 AQ1789.Superseded values are not recommended for survey control.
 AQ1789
 AQ1789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1789.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1789
 AQ1789_STAMPING: 79 78 A22
 AQ1789
 AQ1789  HISTORY     - Date     Condition        Report By
 AQ1789  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1789  HISTORY     - 20210319 MARK NOT FOUND   GEOCAC
 AQ1789
 AQ1789                          STATION DESCRIPTION
 AQ1789
 AQ1789'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1789'1.8 MI NE FROM NEW SMYRNA BEACH.
 AQ1789'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1789'AT NEW SMYRNA BEACH, GO EASTERLY ON STATE ROAD A1A FOR 1.4 MILES TO
 AQ1789'THE JUNCTION OF EAST 3RD AVENUE, GO NORTHEAST ON EAST 3RD AVENUE FOR
 AQ1789'0.2 MILE TO THE BEACH, GO NORTHWEST ALONG THE BEACH FOR 0.2 MILE.
 AQ1789'IT IS LOCATED ON THE TOP OF SAND DUNE NEAR A BLOCK WALL AROUND A 2
 AQ1789'STORY STUCCO HOUSE.  THE MARK BEARS 125 FEET SOUTHEAST OF NORTHEAST
 AQ1789'CORNER OF THE BLOCK WALL, 78 FEET NORTHEAST OF NORTHEAST FACE OF THE
 AQ1789'WALL AND 18 FEET SOUTHWEST OF THE EAST EDGE OF DUNE LINE. MARK IS A
 AQ1789'FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AQ1789'DEPARTMENT OF TRANSPORTATION.
 AQ1789
 AQ1789                          STATION RECOVERY (2021)
 AQ1789
 AQ1789'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1789'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1788 ***********************************************************************
 AQ1788  DESIGNATION -  79 78 A 22 RM 1
 AQ1788  PID         -  AQ1788
 AQ1788  STATE/COUNTY-  FL/VOLUSIA
 AQ1788  COUNTRY     -  US
 AQ1788  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1788
 AQ1788                         *CURRENT SURVEY CONTROL
 AQ1788  ______________________________________________________________________
 AQ1788* NAD 83(1986) POSITION- 29 01 59.     (N) 080 53 32.     (W)   SCALED
 AQ1788* NAVD 88 ORTHO HEIGHT -     3.062 (meters)       10.05  (feet) ADJUSTED
 AQ1788  ______________________________________________________________________
 AQ1788  GEOID HEIGHT    -        -28.239 (meters)                     GEOID18
 AQ1788  DYNAMIC HEIGHT  -          3.057 (meters)       10.03  (feet) COMP
 AQ1788  MODELED GRAVITY -    979,265.1   (mgal)                       NAVD 88
 AQ1788
 AQ1788  VERT ORDER      -  SECOND    CLASS II
 AQ1788
 AQ1788.The horizontal coordinates were scaled from a map and have
 AQ1788.an estimated accuracy of +/- 6 seconds.
 AQ1788
 AQ1788.The orthometric height was determined by differential leveling and
 AQ1788.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1788.in June 1991.
 AQ1788
 AQ1788.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1788.GEOID18 height accuracy estimate available here.
 AQ1788
 AQ1788.Click photographs - Photos may exist for this station.
 AQ1788
 AQ1788.The dynamic height is computed by dividing the NAVD 88
 AQ1788.geopotential number by the normal gravity value computed on the
 AQ1788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1788.degrees latitude (g = 980.6199 gals.).
 AQ1788
 AQ1788.The modeled gravity was interpolated from observed gravity values.
 AQ1788
 AQ1788;                    North         East    Units  Estimated Accuracy
 AQ1788;SPC FL E     -   520,700.      210,500.      MT  (+/- 180 meters Scaled)
 AQ1788
 AQ1788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN104116(NAD 83)
 AQ1788
 AQ1788                          SUPERSEDED SURVEY CONTROL
 AQ1788
 AQ1788  NGVD 29 (09/01/92)    3.437  (m)           11.28   (f) ADJUSTED    2 2
 AQ1788
 AQ1788.Superseded values are not recommended for survey control.
 AQ1788
 AQ1788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1788.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1788
 AQ1788_STAMPING: 79 78 A22 RM NO 1
 AQ1788
 AQ1788  HISTORY     - Date     Condition        Report By
 AQ1788  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1788  HISTORY     - 20210319 MARK NOT FOUND   GEOCAC
 AQ1788
 AQ1788                          STATION DESCRIPTION
 AQ1788
 AQ1788'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1788'1.8 MI NE FROM NEW SMYRNA BEACH.
 AQ1788'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1788'AT NEW SMYRNA BEACH, GO EASTERLY ON STATE ROAD A1A FOR 1.4 MILES TO
 AQ1788'THE JUNCTION OF EAST 3RD AVENUE, GO NORTHEAST ON EAST 3RD AVENUE FOR
 AQ1788'0.2 MILE TO THE BEACH, GO NORTHWEST ALONG THE BEACH FOR 0.2 MILE.
 AQ1788'IT IS LOCATED ON THE TOP OF SAND DUNE NEAR A BLOCK WALL AROUND A 2
 AQ1788'STORY STUCCO HOUSE.  THE MARK BEARS 80 FEET NORTHEAST OF THE NORTH-
 AQ1788'EAST FACE OF THE BLOCK WALL AND 14 FEET SOUTHWEST OF EAST EDGE OF
 AQ1788'DUNE LINE.
 AQ1788
 AQ1788                          STATION RECOVERY (2021)
 AQ1788
 AQ1788'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1788'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1790 ***********************************************************************
 AQ1790  DESIGNATION -  79 78 A 22 RM 2
 AQ1790  PID         -  AQ1790
 AQ1790  STATE/COUNTY-  FL/VOLUSIA
 AQ1790  COUNTRY     -  US
 AQ1790  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1790
 AQ1790                         *CURRENT SURVEY CONTROL
 AQ1790  ______________________________________________________________________
 AQ1790* NAD 83(1986) POSITION- 29 01 59.     (N) 080 53 32.     (W)   SCALED
 AQ1790* NAVD 88 ORTHO HEIGHT -     3.145 (meters)       10.32  (feet) ADJUSTED
 AQ1790  ______________________________________________________________________
 AQ1790  GEOID HEIGHT    -        -28.239 (meters)                     GEOID18
 AQ1790  DYNAMIC HEIGHT  -          3.141 (meters)       10.31  (feet) COMP
 AQ1790  MODELED GRAVITY -    979,265.1   (mgal)                       NAVD 88
 AQ1790
 AQ1790  VERT ORDER      -  SECOND    CLASS II
 AQ1790
 AQ1790.The horizontal coordinates were scaled from a map and have
 AQ1790.an estimated accuracy of +/- 6 seconds.
 AQ1790
 AQ1790.The orthometric height was determined by differential leveling and
 AQ1790.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1790.in June 1991.
 AQ1790
 AQ1790.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1790.GEOID18 height accuracy estimate available here.
 AQ1790
 AQ1790.Click photographs - Photos may exist for this station.
 AQ1790
 AQ1790.The dynamic height is computed by dividing the NAVD 88
 AQ1790.geopotential number by the normal gravity value computed on the
 AQ1790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1790.degrees latitude (g = 980.6199 gals.).
 AQ1790
 AQ1790.The modeled gravity was interpolated from observed gravity values.
 AQ1790
 AQ1790;                    North         East    Units  Estimated Accuracy
 AQ1790;SPC FL E     -   520,700.      210,500.      MT  (+/- 180 meters Scaled)
 AQ1790
 AQ1790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN104116(NAD 83)
 AQ1790
 AQ1790                          SUPERSEDED SURVEY CONTROL
 AQ1790
 AQ1790  NGVD 29 (09/01/92)    3.521  (m)           11.55   (f) ADJUSTED    2 2
 AQ1790
 AQ1790.Superseded values are not recommended for survey control.
 AQ1790
 AQ1790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1790.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1790
 AQ1790_STAMPING: 79 78 A22 RM NO 2
 AQ1790
 AQ1790  HISTORY     - Date     Condition        Report By
 AQ1790  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1790  HISTORY     - 20210319 MARK NOT FOUND   GEOCAC
 AQ1790
 AQ1790                          STATION DESCRIPTION
 AQ1790
 AQ1790'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1790'1.8 MI NE FROM NEW SMYRNA BEACH.
 AQ1790'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1790'AT NEW SMYRNA BEACH, GO EASTERLY ON STATE ROAD A1A FOR 1.4 MILES TO
 AQ1790'THE JUNCTION OF EAST 3RD AVENUE, GO NORTHEAST ON EAST 3RD AVENUE FOR
 AQ1790'0.2 MILE TO THE BEACH, GO NORTHWEST ALONG THE BEACH FOR 0.2 MILE.
 AQ1790'IT IS LOCATED ON TOP OF SAND DUNE NEAR A BLOCK WALL AROUND A 2
 AQ1790'STORY STUCCO HOUSE.  THE MARK BEARS 107 FEET EAST SOUTHEAST OF A
 AQ1790'TELEPHONE POLE, 79 FEET NORTHEAST OF NORTHEAST FACE OF THE BLOCK WALL
 AQ1790'AND 15 FEET SOUTHWEST OF EAST EDGE OF DUNE LINE.
 AQ1790
 AQ1790                          STATION RECOVERY (2021)
 AQ1790
 AQ1790'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1790'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1791 ***********************************************************************
 AQ1791  DESIGNATION -  79 78 A 23
 AQ1791  PID         -  AQ1791
 AQ1791  STATE/COUNTY-  FL/VOLUSIA
 AQ1791  COUNTRY     -  US
 AQ1791  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1791
 AQ1791                         *CURRENT SURVEY CONTROL
 AQ1791  ______________________________________________________________________
 AQ1791* NAD 83(1986) POSITION- 29 02 24.     (N) 080 53 46.     (W)   SCALED
 AQ1791* NAVD 88 ORTHO HEIGHT -     2.203 (meters)        7.23  (feet) ADJUSTED
 AQ1791  ______________________________________________________________________
 AQ1791  GEOID HEIGHT    -        -28.250 (meters)                     GEOID18
 AQ1791  DYNAMIC HEIGHT  -          2.200 (meters)        7.22  (feet) COMP
 AQ1791  MODELED GRAVITY -    979,264.7   (mgal)                       NAVD 88
 AQ1791
 AQ1791  VERT ORDER      -  SECOND    CLASS II
 AQ1791
 AQ1791.The horizontal coordinates were scaled from a map and have
 AQ1791.an estimated accuracy of +/- 6 seconds.
 AQ1791
 AQ1791.The orthometric height was determined by differential leveling and
 AQ1791.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1791.in June 1991.
 AQ1791
 AQ1791.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1791.GEOID18 height accuracy estimate available here.
 AQ1791
 AQ1791.Click photographs - Photos may exist for this station.
 AQ1791
 AQ1791.The dynamic height is computed by dividing the NAVD 88
 AQ1791.geopotential number by the normal gravity value computed on the
 AQ1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1791.degrees latitude (g = 980.6199 gals.).
 AQ1791
 AQ1791.The modeled gravity was interpolated from observed gravity values.
 AQ1791
 AQ1791;                    North         East    Units  Estimated Accuracy
 AQ1791;SPC FL E     -   521,470.      210,120.      MT  (+/- 180 meters Scaled)
 AQ1791
 AQ1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN101124(NAD 83)
 AQ1791
 AQ1791                          SUPERSEDED SURVEY CONTROL
 AQ1791
 AQ1791  NGVD 29 (09/01/92)    2.579  (m)            8.46   (f) ADJUSTED    2 2
 AQ1791
 AQ1791.Superseded values are not recommended for survey control.
 AQ1791
 AQ1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1791.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1791
 AQ1791_STAMPING: 79 78 A23
 AQ1791
 AQ1791  HISTORY     - Date     Condition        Report By
 AQ1791  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1791  HISTORY     - 19950318 GOOD             USPSQD
 AQ1791  HISTORY     - 20210319 MARK NOT FOUND   GEOCAC
 AQ1791
 AQ1791                          STATION DESCRIPTION
 AQ1791
 AQ1791'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1791'2.3 MI NE FROM NEW SMYRNA BEACH.
 AQ1791'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1791'AT NEW SMYRNA BEACH, GO EASTERLY ON STATE ROAD A1A FOR 1.4 MILES TO
 AQ1791'THE JUNCTION OF EAST 3RD AVENUE, GO NORTHEAST ON EAST 3RD AVENUE FOR
 AQ1791'0.2 MILE TO THE BEACH, GO NORTHWEST ALONG THE BEACH FOR 0.7 MILE TO
 AQ1791'THE OLD WIND BEAM RESTAURANT. THE MARK BEARS 65.2 FEET EAST SOUTHEAST
 AQ1791'OF THE SOUTHEAST CORNER OF THE MAIN BUILDING OF OLD RESTAURANT, 6 FEET
 AQ1791'NORTHWEST OF SOUTHEAST CORNER OF THE CONCRETE WALL, 2.5 FEET WEST OF
 AQ1791'THE WEST EDGE OF THE CONCRETE WALL AND 2 FEET NORTHWEST OF THE NORTH
 AQ1791'EDGE OF THE CONCRETE WALL. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1791'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1791
 AQ1791                          STATION RECOVERY (1995)
 AQ1791
 AQ1791'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1791'RECOVERED IN GOOD CONDITION.
 AQ1791
 AQ1791                          STATION RECOVERY (2021)
 AQ1791
 AQ1791'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1791'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1794 ***********************************************************************
 AQ1794  DESIGNATION -  79 78 A 24
 AQ1794  PID         -  AQ1794
 AQ1794  STATE/COUNTY-  FL/VOLUSIA
 AQ1794  COUNTRY     -  US
 AQ1794  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1794
 AQ1794                         *CURRENT SURVEY CONTROL
 AQ1794  ______________________________________________________________________
 AQ1794* NAD 83(1986) POSITION- 29 03 15.     (N) 080 54 13.     (W)   SCALED
 AQ1794* NAVD 88 ORTHO HEIGHT -     3.162 (meters)       10.37  (feet) ADJUSTED
 AQ1794  ______________________________________________________________________
 AQ1794  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 AQ1794  DYNAMIC HEIGHT  -          3.157 (meters)       10.36  (feet) COMP
 AQ1794  MODELED GRAVITY -    979,265.3   (mgal)                       NAVD 88
 AQ1794
 AQ1794  VERT ORDER      -  SECOND    CLASS II
 AQ1794
 AQ1794.The horizontal coordinates were scaled from a map and have
 AQ1794.an estimated accuracy of +/- 6 seconds.
 AQ1794
 AQ1794.The orthometric height was determined by differential leveling and
 AQ1794.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1794.in June 1991.
 AQ1794
 AQ1794.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1794.GEOID18 height accuracy estimate available here.
 AQ1794
 AQ1794.Click photographs - Photos may exist for this station.
 AQ1794
 AQ1794.The dynamic height is computed by dividing the NAVD 88
 AQ1794.geopotential number by the normal gravity value computed on the
 AQ1794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1794.degrees latitude (g = 980.6199 gals.).
 AQ1794
 AQ1794.The modeled gravity was interpolated from observed gravity values.
 AQ1794
 AQ1794;                    North         East    Units  Estimated Accuracy
 AQ1794;SPC FL E     -   523,040.      209,390.      MT  (+/- 180 meters Scaled)
 AQ1794
 AQ1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN093139(NAD 83)
 AQ1794
 AQ1794                          SUPERSEDED SURVEY CONTROL
 AQ1794
 AQ1794  NGVD 29 (09/01/92)    3.538  (m)           11.61   (f) ADJUSTED    2 2
 AQ1794
 AQ1794.Superseded values are not recommended for survey control.
 AQ1794
 AQ1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1794.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1794
 AQ1794_STAMPING: 79 78 A24
 AQ1794
 AQ1794  HISTORY     - Date     Condition        Report By
 AQ1794  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1794  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1794  HISTORY     - 20210319 MARK NOT FOUND   GEOCAC
 AQ1794
 AQ1794                          STATION DESCRIPTION
 AQ1794
 AQ1794'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1794'1.7 MI NE FROM NEW SMYRNA BEACH.
 AQ1794'BEGIN AT THE EAST END OF STATE ROAD 44 BRIDGE OVER INDIAN RIVER AT NEW
 AQ1794'SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER AVENUE) FOR 0.5
 AQ1794'MILE TO THE BEACH, THENCE NORTHWEST ALONG THE BEACH FOR 1.2 MILES. THE
 AQ1794'MARK IS IN THE TOP OF A SAND DUNE IN FRONT OF A 2 STORY FRAME HOUSE,
 AQ1794'AND BEARS 32 FEET SOUTHWEST OF THE EAST EDGE OF DUNE LINE, AND 9 FEET
 AQ1794'WEST OF A 4X4 INCH WOODEN POST 4 FEET HIGH. MARK IS A FLORIDA
 AQ1794'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1794'OF TRANSPORTATION.
 AQ1794
 AQ1794                          STATION RECOVERY (1995)
 AQ1794
 AQ1794'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1794'MARK NOT FOUND.
 AQ1794
 AQ1794                          STATION RECOVERY (2021)
 AQ1794
 AQ1794'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1794'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1793 ***********************************************************************
 AQ1793  DESIGNATION -  79 78 A 24 RM 1
 AQ1793  PID         -  AQ1793
 AQ1793  STATE/COUNTY-  FL/VOLUSIA
 AQ1793  COUNTRY     -  US
 AQ1793  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1793
 AQ1793                         *CURRENT SURVEY CONTROL
 AQ1793  ______________________________________________________________________
 AQ1793* NAD 83(1986) POSITION- 29 03 15.     (N) 080 54 13.     (W)   SCALED
 AQ1793* NAVD 88 ORTHO HEIGHT -     3.119 (meters)       10.23  (feet) ADJUSTED
 AQ1793  ______________________________________________________________________
 AQ1793  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 AQ1793  DYNAMIC HEIGHT  -          3.115 (meters)       10.22  (feet) COMP
 AQ1793  MODELED GRAVITY -    979,265.3   (mgal)                       NAVD 88
 AQ1793
 AQ1793  VERT ORDER      -  SECOND    CLASS II
 AQ1793
 AQ1793.The horizontal coordinates were scaled from a map and have
 AQ1793.an estimated accuracy of +/- 6 seconds.
 AQ1793
 AQ1793.The orthometric height was determined by differential leveling and
 AQ1793.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1793.in June 1991.
 AQ1793
 AQ1793.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1793.GEOID18 height accuracy estimate available here.
 AQ1793
 AQ1793.Click photographs - Photos may exist for this station.
 AQ1793
 AQ1793.The dynamic height is computed by dividing the NAVD 88
 AQ1793.geopotential number by the normal gravity value computed on the
 AQ1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1793.degrees latitude (g = 980.6199 gals.).
 AQ1793
 AQ1793.The modeled gravity was interpolated from observed gravity values.
 AQ1793
 AQ1793;                    North         East    Units  Estimated Accuracy
 AQ1793;SPC FL E     -   523,040.      209,390.      MT  (+/- 180 meters Scaled)
 AQ1793
 AQ1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN093139(NAD 83)
 AQ1793
 AQ1793                          SUPERSEDED SURVEY CONTROL
 AQ1793
 AQ1793  NGVD 29 (09/01/92)    3.496  (m)           11.47   (f) ADJUSTED    2 2
 AQ1793
 AQ1793.Superseded values are not recommended for survey control.
 AQ1793
 AQ1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1793.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1793
 AQ1793_STAMPING: 79 78 A24 RM NO 1
 AQ1793
 AQ1793  HISTORY     - Date     Condition        Report By
 AQ1793  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1793  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1793  HISTORY     - 20210319 MARK NOT FOUND   GEOCAC
 AQ1793
 AQ1793                          STATION DESCRIPTION
 AQ1793
 AQ1793'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1793'1.7 MI NE FROM NEW SMYRNA BEACH.
 AQ1793'BEGIN AT THE EAST END OF THE STATE ROAD 44 BRIDGE OVER THE INDIAN
 AQ1793'RIVER AT NEW SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER
 AQ1793'AVENUE) FOR 0.5 MILE TO THE BEACH, THENCE NORTHWEST ALONG THE BEACH
 AQ1793'FOR 1.2 MILES. THE MARK IS ON TOP OF A SAND DUNE IN FRONT OF A 2 STORY
 AQ1793'FRAME HOUSE, AND BEARS 43.5 FEET NORTHWEST OF THE PROJECTED CENTERLINE
 AQ1793'OF THE WOODEN STEPS LEADING TO A REDWOOD HOUSE, AND 36 FEET SOUTHWEST
 AQ1793'OF THE EAST EDGE OF DUNE LINE.
 AQ1793
 AQ1793                          STATION RECOVERY (1995)
 AQ1793
 AQ1793'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1793'MARK NOT FOUND.
 AQ1793
 AQ1793                          STATION RECOVERY (2021)
 AQ1793
 AQ1793'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1793'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1795 ***********************************************************************
 AQ1795  DESIGNATION -  79 78 A 24 RM 2
 AQ1795  PID         -  AQ1795
 AQ1795  STATE/COUNTY-  FL/VOLUSIA
 AQ1795  COUNTRY     -  US
 AQ1795  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1795
 AQ1795                         *CURRENT SURVEY CONTROL
 AQ1795  ______________________________________________________________________
 AQ1795* NAD 83(1986) POSITION- 29 03 15.     (N) 080 54 13.     (W)   SCALED
 AQ1795* NAVD 88 ORTHO HEIGHT -     2.286 (meters)        7.50  (feet) ADJUSTED
 AQ1795  ______________________________________________________________________
 AQ1795  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 AQ1795  DYNAMIC HEIGHT  -          2.283 (meters)        7.49  (feet) COMP
 AQ1795  MODELED GRAVITY -    979,265.3   (mgal)                       NAVD 88
 AQ1795
 AQ1795  VERT ORDER      -  SECOND    CLASS II
 AQ1795
 AQ1795.The horizontal coordinates were scaled from a map and have
 AQ1795.an estimated accuracy of +/- 6 seconds.
 AQ1795
 AQ1795.The orthometric height was determined by differential leveling and
 AQ1795.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1795.in June 1991.
 AQ1795
 AQ1795.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1795.GEOID18 height accuracy estimate available here.
 AQ1795
 AQ1795.Click photographs - Photos may exist for this station.
 AQ1795
 AQ1795.The dynamic height is computed by dividing the NAVD 88
 AQ1795.geopotential number by the normal gravity value computed on the
 AQ1795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1795.degrees latitude (g = 980.6199 gals.).
 AQ1795
 AQ1795.The modeled gravity was interpolated from observed gravity values.
 AQ1795
 AQ1795;                    North         East    Units  Estimated Accuracy
 AQ1795;SPC FL E     -   523,040.      209,390.      MT  (+/- 180 meters Scaled)
 AQ1795
 AQ1795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN093139(NAD 83)
 AQ1795
 AQ1795                          SUPERSEDED SURVEY CONTROL
 AQ1795
 AQ1795  NGVD 29 (09/01/92)    2.663  (m)            8.74   (f) ADJUSTED    2 2
 AQ1795
 AQ1795.Superseded values are not recommended for survey control.
 AQ1795
 AQ1795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1795.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1795
 AQ1795_STAMPING: 79 78 A24 RM NO 2
 AQ1795
 AQ1795  HISTORY     - Date     Condition        Report By
 AQ1795  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1795  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1795  HISTORY     - 20210319 MARK NOT FOUND   GEOCAC
 AQ1795
 AQ1795                          STATION DESCRIPTION
 AQ1795
 AQ1795'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1795'1.7 MI NE FROM NEW SMYRNA BEACH.
 AQ1795'BEGIN AT THE EAST END OF STATE ROAD 44 BRIDGE OVER INDIAN RIVER IN NEW
 AQ1795'SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER AVENUE) FOR 0.5
 AQ1795'MILE TO THE BEACH, THENCE NORTHWEST ALONG THE BEACH FOR 1.2 MILES. THE
 AQ1795'MARK IS IN THE TOP OF A SAND DUNE IN FRONT OF A 2 STORY FRAME HOUSE,
 AQ1795'AND BEARS 18 FEET SOUTHWEST OF EAST EDGE OF DUNE LINE.
 AQ1795
 AQ1795                          STATION RECOVERY (1995)
 AQ1795
 AQ1795'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1795'MARK NOT FOUND.
 AQ1795
 AQ1795                          STATION RECOVERY (2021)
 AQ1795
 AQ1795'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1795'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1797 ***********************************************************************
 AQ1797  DESIGNATION -  79 78 A 25
 AQ1797  PID         -  AQ1797
 AQ1797  STATE/COUNTY-  FL/VOLUSIA
 AQ1797  COUNTRY     -  US
 AQ1797  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1797
 AQ1797                         *CURRENT SURVEY CONTROL
 AQ1797  ______________________________________________________________________
 AQ1797* NAD 83(1986) POSITION- 29 04 00.75   (N) 080 54 36.96   (W)   HD_HELD1
 AQ1797* NAVD 88 ORTHO HEIGHT -     7.459 (meters)       24.47  (feet) ADJUSTED
 AQ1797  ______________________________________________________________________
 AQ1797  GEOID HEIGHT    -        -28.289 (meters)                     GEOID18
 AQ1797  DYNAMIC HEIGHT  -          7.449 (meters)       24.44  (feet) COMP
 AQ1797  MODELED GRAVITY -    979,266.1   (mgal)                       NAVD 88
 AQ1797
 AQ1797  VERT ORDER      -  SECOND    CLASS II
 AQ1797
 AQ1797.The horizontal coordinates were determined by differentially corrected
 AQ1797.hand held GPS observations or other comparable positioning techniques
 AQ1797.and have an estimated accuracy of +/- 3 meters.
 AQ1797
 AQ1797.The orthometric height was determined by differential leveling and
 AQ1797.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1797.in June 1991.
 AQ1797
 AQ1797.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1797.GEOID18 height accuracy estimate available here.
 AQ1797
 AQ1797.Click photographs - Photos may exist for this station.
 AQ1797
 AQ1797.The dynamic height is computed by dividing the NAVD 88
 AQ1797.geopotential number by the normal gravity value computed on the
 AQ1797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1797.degrees latitude (g = 980.6199 gals.).
 AQ1797
 AQ1797.The modeled gravity was interpolated from observed gravity values.
 AQ1797
 AQ1797;                    North         East    Units  Estimated Accuracy
 AQ1797;SPC FL E     -   524,445.1     208,737.4     MT  (+/- 3 meters HH1 GPS) 
 AQ1797
 AQ1797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0873415398(NAD 83)
 AQ1797
 AQ1797                          SUPERSEDED SURVEY CONTROL
 AQ1797
 AQ1797  NGVD 29 (09/01/92)    7.837  (m)           25.71   (f) ADJUSTED    2 2
 AQ1797
 AQ1797.Superseded values are not recommended for survey control.
 AQ1797
 AQ1797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1797.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1797
 AQ1797_MARKER: DD = SURVEY DISK
 AQ1797_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AQ1797_STAMPING: 79 78 A25
 AQ1797_MARK LOGO: FLDT
 AQ1797_PROJECTION: PROJECTING 43 CENTIMETERS
 AQ1797_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1797_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1797+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2021
 AQ1797
 AQ1797  HISTORY     - Date     Condition        Report By
 AQ1797  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1797  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1797  HISTORY     - 20030808 GOOD             FLDEP
 AQ1797  HISTORY     - 20210323 GOOD             GEOCAC
 AQ1797
 AQ1797                          STATION DESCRIPTION
 AQ1797
 AQ1797'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1797'2.6 MI NORTH FROM NEW SMYRNA BEACH.
 AQ1797'BEGIN AT THE EAST END OF STATE ROAD 44 BRIDGE OVER INDIAN RIVER IN NEW
 AQ1797'SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER AVENUE) FOR 0.5
 AQ1797'MILE TO THE BEACH, THENCE NORTHWEST ALONG THE BEACH FOR 2.1 MILES. THE
 AQ1797'MARK IS ON TOP OF A SAND DUNE, AND BEARS 56 FEET SOUTHWEST OF THE
 AQ1797'NORTHEAST EDGE OF SAND DUNE. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1797'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1797
 AQ1797                          STATION RECOVERY (1995)
 AQ1797
 AQ1797'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1797'MARK NOT FOUND.
 AQ1797
 AQ1797                          STATION RECOVERY (2003)
 AQ1797
 AQ1797'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AQ1797'RECOVERED AS DESCRIBED.
 AQ1797'
 AQ1797'NOT LEVELED TO RECOVERED FOR TIE MARK.
 AQ1797
 AQ1797                          STATION RECOVERY (2021)
 AQ1797
 AQ1797'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1797'THE MARK IS 10 INCHES (25 CM) SOUTHEAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1796 ***********************************************************************
 AQ1796  DESIGNATION -  79 78 A 25 RM 1
 AQ1796  PID         -  AQ1796
 AQ1796  STATE/COUNTY-  FL/VOLUSIA
 AQ1796  COUNTRY     -  US
 AQ1796  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1796
 AQ1796                         *CURRENT SURVEY CONTROL
 AQ1796  ______________________________________________________________________
 AQ1796* NAD 83(1986) POSITION- 29 03 59.85   (N) 080 54 35.75   (W)   HD_HELD1
 AQ1796* NAVD 88 ORTHO HEIGHT -     6.551 (meters)       21.49  (feet) ADJUSTED
 AQ1796  ______________________________________________________________________
 AQ1796  GEOID HEIGHT    -        -28.289 (meters)                     GEOID18
 AQ1796  DYNAMIC HEIGHT  -          6.542 (meters)       21.46  (feet) COMP
 AQ1796  MODELED GRAVITY -    979,266.1   (mgal)                       NAVD 88
 AQ1796
 AQ1796  VERT ORDER      -  SECOND    CLASS II
 AQ1796
 AQ1796.The horizontal coordinates were determined by differentially corrected
 AQ1796.hand held GPS observations or other comparable positioning techniques
 AQ1796.and have an estimated accuracy of +/- 3 meters.
 AQ1796
 AQ1796.The orthometric height was determined by differential leveling and
 AQ1796.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1796.in June 1991.
 AQ1796
 AQ1796.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1796.GEOID18 height accuracy estimate available here.
 AQ1796
 AQ1796.Click photographs - Photos may exist for this station.
 AQ1796
 AQ1796.The dynamic height is computed by dividing the NAVD 88
 AQ1796.geopotential number by the normal gravity value computed on the
 AQ1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1796.degrees latitude (g = 980.6199 gals.).
 AQ1796
 AQ1796.The modeled gravity was interpolated from observed gravity values.
 AQ1796
 AQ1796;                    North         East    Units  Estimated Accuracy
 AQ1796;SPC FL E     -   524,417.4     208,770.1     MT  (+/- 3 meters HH1 GPS) 
 AQ1796
 AQ1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0876715370(NAD 83)
 AQ1796
 AQ1796                          SUPERSEDED SURVEY CONTROL
 AQ1796
 AQ1796  NGVD 29 (09/01/92)    6.928  (m)           22.73   (f) ADJUSTED    2 2
 AQ1796
 AQ1796.Superseded values are not recommended for survey control.
 AQ1796
 AQ1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1796.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1796
 AQ1796_MARKER: DD = SURVEY DISK
 AQ1796_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AQ1796_STAMPING: RM NO 1 79 78 A25
 AQ1796_MARK LOGO: FLDT
 AQ1796_PROJECTION: PROJECTING 10 CENTIMETERS
 AQ1796_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1796+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2021
 AQ1796
 AQ1796  HISTORY     - Date     Condition        Report By
 AQ1796  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1796  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1796  HISTORY     - 20030808 GOOD             FLDEP
 AQ1796  HISTORY     - 20210323 GOOD             GEOCAC
 AQ1796
 AQ1796                          STATION DESCRIPTION
 AQ1796
 AQ1796'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1796'2.6 MI NORTH FROM NEW SMYRNA BEACH.
 AQ1796'BEGIN AT THE EAST END OF STATE ROAD 44 BRIDGE OVER INDIAN RIVER AT NEW
 AQ1796'SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER AVENUE) FOR 0.5
 AQ1796'MILE TO THE BEACH, THENCE NORTHWEST ALONG THE BEACH FOR 2.1 MILES. THE
 AQ1796'MARK IS IN THE TOP OF A SAND DUNE, AND BEARS 69 FEET SOUTH OF THE
 AQ1796'NORTHEAST EDGE OF SAND DUNE.
 AQ1796
 AQ1796                          STATION RECOVERY (1995)
 AQ1796
 AQ1796'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1796'MARK NOT FOUND.
 AQ1796
 AQ1796                          STATION RECOVERY (2003)
 AQ1796
 AQ1796'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AQ1796'RECOVERED AS DESCRIBED.
 AQ1796'
 AQ1796'NOT LEVELED TO RECOVERED FOR TIE MARK.
 AQ1796
 AQ1796                          STATION RECOVERY (2021)
 AQ1796
 AQ1796'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1796'THE MARK IS 1.0 FT (0.3 M) NORTHEAST OF A STEEL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1798 ***********************************************************************
 AQ1798  DESIGNATION -  79 78 A 25 RM 2
 AQ1798  PID         -  AQ1798
 AQ1798  STATE/COUNTY-  FL/VOLUSIA
 AQ1798  COUNTRY     -  US
 AQ1798  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1798
 AQ1798                         *CURRENT SURVEY CONTROL
 AQ1798  ______________________________________________________________________
 AQ1798* NAD 83(1986) POSITION- 29 03 59.8    (N) 080 54 36.4    (W)   HD_HELD2
 AQ1798* NAVD 88 ORTHO HEIGHT -     6.682 (meters)       21.92  (feet) ADJUSTED
 AQ1798  ______________________________________________________________________
 AQ1798  GEOID HEIGHT    -        -28.289 (meters)                     GEOID18
 AQ1798  DYNAMIC HEIGHT  -          6.673 (meters)       21.89  (feet) COMP
 AQ1798  MODELED GRAVITY -    979,266.1   (mgal)                       NAVD 88
 AQ1798
 AQ1798  VERT ORDER      -  SECOND    CLASS II
 AQ1798
 AQ1798.The horizontal coordinates were established by autonomous hand held GPS
 AQ1798.observations and have an estimated accuracy of +/- 10 meters.
 AQ1798
 AQ1798.The orthometric height was determined by differential leveling and
 AQ1798.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1798.in June 1991.
 AQ1798
 AQ1798.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1798.GEOID18 height accuracy estimate available here.
 AQ1798
 AQ1798.Click photographs - Photos may exist for this station.
 AQ1798
 AQ1798.The dynamic height is computed by dividing the NAVD 88
 AQ1798.geopotential number by the normal gravity value computed on the
 AQ1798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1798.degrees latitude (g = 980.6199 gals.).
 AQ1798
 AQ1798.The modeled gravity was interpolated from observed gravity values.
 AQ1798
 AQ1798;                    North         East    Units  Estimated Accuracy
 AQ1798;SPC FL E     -   524,416.      208,753.      MT  (+/- 10 meters HH2 GPS)
 AQ1798
 AQ1798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0874915368(NAD 83)
 AQ1798
 AQ1798                          SUPERSEDED SURVEY CONTROL
 AQ1798
 AQ1798  NGVD 29 (09/01/92)    7.059  (m)           23.16   (f) ADJUSTED    2 2
 AQ1798
 AQ1798.Superseded values are not recommended for survey control.
 AQ1798
 AQ1798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1798.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1798
 AQ1798_STAMPING: 79 78 A25 RM NO 2
 AQ1798_MARK LOGO: FLDT
 AQ1798_PROJECTION: FLUSH
 AQ1798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1798+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2003
 AQ1798
 AQ1798  HISTORY     - Date     Condition        Report By
 AQ1798  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1798  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1798  HISTORY     - 20030808 GOOD             FLDEP
 AQ1798  HISTORY     - 20210323 MARK NOT FOUND   GEOCAC
 AQ1798
 AQ1798                          STATION DESCRIPTION
 AQ1798
 AQ1798'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1798'2.6 MI NORTH FROM NEW SMYRNA BEACH.
 AQ1798'BEGIN AT THE EAST END OF STATE ROAD 44 BRIDGE OVER INDIAN RIVER AT NEW
 AQ1798'SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER AVENUE) FOR 0.5
 AQ1798'MILE TO THE BEACH, THENCE NORTHWEST ALONG THE BEACH FOR 2.1 MILES. THE
 AQ1798'MARK IS ON TOP OF A SAND DUNE AND BEARS 40 FEET SOUTHWEST OF THE
 AQ1798'NORTHEAST EDGE OF SAND DUNE.
 AQ1798
 AQ1798                          STATION RECOVERY (1995)
 AQ1798
 AQ1798'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1798'MARK NOT FOUND.
 AQ1798
 AQ1798                          STATION RECOVERY (2003)
 AQ1798
 AQ1798'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AQ1798'RECOVERED AS DESCRIBED.
 AQ1798'
 AQ1798'NOT LEVELED TO RECOVERED FOR TIE MARK.
 AQ1798
 AQ1798                          STATION RECOVERY (2021)
 AQ1798
 AQ1798'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1798'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1801 ***********************************************************************
 AQ1801  DESIGNATION -  79 78 A 26
 AQ1801  PID         -  AQ1801
 AQ1801  STATE/COUNTY-  FL/VOLUSIA
 AQ1801  COUNTRY     -  US
 AQ1801  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1801
 AQ1801                         *CURRENT SURVEY CONTROL
 AQ1801  ______________________________________________________________________
 AQ1801* NAD 83(1986) POSITION- 29 04 24.     (N) 080 54 45.     (W)   SCALED
 AQ1801* NAVD 88 ORTHO HEIGHT -     1.091 (meters)        3.58  (feet) ADJUSTED
 AQ1801  ______________________________________________________________________
 AQ1801  GEOID HEIGHT    -        -28.298 (meters)                     GEOID18
 AQ1801  DYNAMIC HEIGHT  -          1.089 (meters)        3.57  (feet) COMP
 AQ1801  MODELED GRAVITY -    979,266.6   (mgal)                       NAVD 88
 AQ1801
 AQ1801  VERT ORDER      -  SECOND    CLASS II
 AQ1801
 AQ1801.The horizontal coordinates were scaled from a map and have
 AQ1801.an estimated accuracy of +/- 6 seconds.
 AQ1801
 AQ1801.The orthometric height was determined by differential leveling and
 AQ1801.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1801.in June 1991.
 AQ1801
 AQ1801.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1801.GEOID18 height accuracy estimate available here.
 AQ1801
 AQ1801.Click photographs - Photos may exist for this station.
 AQ1801
 AQ1801.The dynamic height is computed by dividing the NAVD 88
 AQ1801.geopotential number by the normal gravity value computed on the
 AQ1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1801.degrees latitude (g = 980.6199 gals.).
 AQ1801
 AQ1801.The modeled gravity was interpolated from observed gravity values.
 AQ1801
 AQ1801;                    North         East    Units  Estimated Accuracy
 AQ1801;SPC FL E     -   525,160.      208,520.      MT  (+/- 180 meters Scaled)
 AQ1801
 AQ1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN085161(NAD 83)
 AQ1801
 AQ1801                          SUPERSEDED SURVEY CONTROL
 AQ1801
 AQ1801  NGVD 29 (09/01/92)    1.468  (m)            4.82   (f) ADJUSTED    2 2
 AQ1801
 AQ1801.Superseded values are not recommended for survey control.
 AQ1801
 AQ1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1801.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1801
 AQ1801_MARKER: DD = SURVEY DISK
 AQ1801_SETTING: 80 = SET IN A BOULDER
 AQ1801_STAMPING: 79 78 A26
 AQ1801_MARK LOGO: FLDT
 AQ1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1801+STABILITY: SURFACE MOTION
 AQ1801
 AQ1801  HISTORY     - Date     Condition        Report By
 AQ1801  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1801  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1801  HISTORY     - 20210323 MARK NOT FOUND   GEOCAC
 AQ1801
 AQ1801                          STATION DESCRIPTION
 AQ1801
 AQ1801'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1801'3.1 MI NORTH FROM NEW SMYRNA BEACH.
 AQ1801'BEGIN AT THE EAST END OF STATE ROAD 44 BRIDGE OVER INDIAN RIVER AT NEW
 AQ1801'SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER AVENUE) FOR 0.5
 AQ1801'MILE TO THE BEACH, THENCE NORTHWEST ALON G THE BEACH FOR 2.6 MILES TO
 AQ1801'THE ROCK JETTY AT PONCE DE LEON INLET. THE MARK IS SET IN THE TOP OF A
 AQ1801'LARGE FLAT BOULDER NEAR THE WEST END OF THE SOUTH JETTY, AND BEARS 103
 AQ1801'FEET WEST SOUTHWEST OF THE APPARENT NORMAL HIGH TIDE MARK, AND 15.6
 AQ1801'FEET EAST NORTHEAST OF THE OF THE EAST EDGE OF A LARGE FLAT TRIANGULAR
 AQ1801'BOULDER. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AQ1801'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1801
 AQ1801                          STATION RECOVERY (1995)
 AQ1801
 AQ1801'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1801'MARK NOT FOUND.
 AQ1801
 AQ1801                          STATION RECOVERY (2021)
 AQ1801
 AQ1801'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1801'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1800 ***********************************************************************
 AQ1800  DESIGNATION -  79 78 A 26 RM 1
 AQ1800  PID         -  AQ1800
 AQ1800  STATE/COUNTY-  FL/VOLUSIA
 AQ1800  COUNTRY     -  US
 AQ1800  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1800
 AQ1800                         *CURRENT SURVEY CONTROL
 AQ1800  ______________________________________________________________________
 AQ1800* NAD 83(1986) POSITION- 29 04 24.     (N) 080 54 45.     (W)   SCALED
 AQ1800* NAVD 88 ORTHO HEIGHT -     1.082 (meters)        3.55  (feet) ADJUSTED
 AQ1800  ______________________________________________________________________
 AQ1800  GEOID HEIGHT    -        -28.298 (meters)                     GEOID18
 AQ1800  DYNAMIC HEIGHT  -          1.080 (meters)        3.54  (feet) COMP
 AQ1800  MODELED GRAVITY -    979,266.6   (mgal)                       NAVD 88
 AQ1800
 AQ1800  VERT ORDER      -  SECOND    CLASS II
 AQ1800
 AQ1800.The horizontal coordinates were scaled from a map and have
 AQ1800.an estimated accuracy of +/- 6 seconds.
 AQ1800
 AQ1800.The orthometric height was determined by differential leveling and
 AQ1800.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1800.in June 1991.
 AQ1800
 AQ1800.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1800.GEOID18 height accuracy estimate available here.
 AQ1800
 AQ1800.Click photographs - Photos may exist for this station.
 AQ1800
 AQ1800.The dynamic height is computed by dividing the NAVD 88
 AQ1800.geopotential number by the normal gravity value computed on the
 AQ1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1800.degrees latitude (g = 980.6199 gals.).
 AQ1800
 AQ1800.The modeled gravity was interpolated from observed gravity values.
 AQ1800
 AQ1800;                    North         East    Units  Estimated Accuracy
 AQ1800;SPC FL E     -   525,160.      208,520.      MT  (+/- 180 meters Scaled)
 AQ1800
 AQ1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN085161(NAD 83)
 AQ1800
 AQ1800                          SUPERSEDED SURVEY CONTROL
 AQ1800
 AQ1800  NGVD 29 (09/01/92)    1.459  (m)            4.79   (f) ADJUSTED    2 2
 AQ1800
 AQ1800.Superseded values are not recommended for survey control.
 AQ1800
 AQ1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1800.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1800
 AQ1800_STAMPING: 79 78 A26 RM NO 1
 AQ1800
 AQ1800  HISTORY     - Date     Condition        Report By
 AQ1800  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1800  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1800  HISTORY     - 20210323 MARK NOT FOUND   GEOCAC
 AQ1800
 AQ1800                          STATION DESCRIPTION
 AQ1800
 AQ1800'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1800'3.1 MI NORTH FROM NEW SMYRNA BEACH.
 AQ1800'BEGIN AT THE EAST END OF STATE ROAD 44 BRIDGE OVER INDIAN RIVER AT NEW
 AQ1800'SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER AVENUE) FOR 0.5
 AQ1800'MILE TO THE BEACH, THENCE NORTHWEST ALONG THE BEACH FOR 2.6 MILES TO
 AQ1800'THE ROCK JETTY AT PONCE DE LEON INLET. THE MARK IS SET IN THE TOP OF A
 AQ1800'LARGE FLAT BOULDER AT THE SOUTH JETTY, AND BEARS 76 FEET WEST
 AQ1800'SOUTHWEST 0F THE APPARENT NORMAL HIGH TIDE MARK.
 AQ1800
 AQ1800                          STATION RECOVERY (1995)
 AQ1800
 AQ1800'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1800'MARK NOT FOUND.
 AQ1800
 AQ1800                          STATION RECOVERY (2021)
 AQ1800
 AQ1800'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1800'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1802 ***********************************************************************
 AQ1802  DESIGNATION -  79 78 A 26 RM 2
 AQ1802  PID         -  AQ1802
 AQ1802  STATE/COUNTY-  FL/VOLUSIA
 AQ1802  COUNTRY     -  US
 AQ1802  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1802
 AQ1802                         *CURRENT SURVEY CONTROL
 AQ1802  ______________________________________________________________________
 AQ1802* NAD 83(1986) POSITION- 29 04 24.     (N) 080 54 45.     (W)   SCALED
 AQ1802* NAVD 88 ORTHO HEIGHT -     1.111 (meters)        3.65  (feet) ADJUSTED
 AQ1802  ______________________________________________________________________
 AQ1802  GEOID HEIGHT    -        -28.298 (meters)                     GEOID18
 AQ1802  DYNAMIC HEIGHT  -          1.110 (meters)        3.64  (feet) COMP
 AQ1802  MODELED GRAVITY -    979,266.6   (mgal)                       NAVD 88
 AQ1802
 AQ1802  VERT ORDER      -  SECOND    CLASS II
 AQ1802
 AQ1802.The horizontal coordinates were scaled from a map and have
 AQ1802.an estimated accuracy of +/- 6 seconds.
 AQ1802
 AQ1802.The orthometric height was determined by differential leveling and
 AQ1802.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1802.in June 1991.
 AQ1802
 AQ1802.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1802.GEOID18 height accuracy estimate available here.
 AQ1802
 AQ1802.Click photographs - Photos may exist for this station.
 AQ1802
 AQ1802.The dynamic height is computed by dividing the NAVD 88
 AQ1802.geopotential number by the normal gravity value computed on the
 AQ1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1802.degrees latitude (g = 980.6199 gals.).
 AQ1802
 AQ1802.The modeled gravity was interpolated from observed gravity values.
 AQ1802
 AQ1802;                    North         East    Units  Estimated Accuracy
 AQ1802;SPC FL E     -   525,160.      208,520.      MT  (+/- 180 meters Scaled)
 AQ1802
 AQ1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN085161(NAD 83)
 AQ1802
 AQ1802                          SUPERSEDED SURVEY CONTROL
 AQ1802
 AQ1802  NGVD 29 (09/01/92)    1.489  (m)            4.89   (f) ADJUSTED    2 2
 AQ1802
 AQ1802.Superseded values are not recommended for survey control.
 AQ1802
 AQ1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1802.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1802
 AQ1802_MARKER: DD = SURVEY DISK
 AQ1802_SETTING: 80 = SET IN A BOULDER
 AQ1802_STAMPING: 79 78 A26 RM NO 2
 AQ1802_MARK LOGO: FLDT
 AQ1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1802+STABILITY: SURFACE MOTION
 AQ1802
 AQ1802  HISTORY     - Date     Condition        Report By
 AQ1802  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1802  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1802  HISTORY     - 20210323 MARK NOT FOUND   GEOCAC
 AQ1802
 AQ1802                          STATION DESCRIPTION
 AQ1802
 AQ1802'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1802'3.1 MI NORTH FROM NEW SMYRNA BEACH.
 AQ1802'BEGIN AT THE EAST END OF STATE ROAD 44 BRIDGE OVER INDIAN RIVER AT NEW
 AQ1802'SMYRNA BEACH. PROCEED EAST ON STATE ROAD 44 (FLAGLER AVENUE ) FOR 0.5
 AQ1802'MILE TO THE BEACH, THENCE NORTHWEST ALONG THE BEACH FOR 2.6 MILES TO
 AQ1802'THE ROCK JETTY AT PONCE DE LEON INLET. THE MARK IS SET IN THE TOP OF A
 AQ1802'LARGE FLAT BOULDER NEAR THE WEST END OF THE SOUTH JETTY, AND BEARS 139
 AQ1802'FEET WEST SOUTHWEST OF THE APPARENT NORMAL HIGH TIDE MARK, AND 13.7
 AQ1802'FEET WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE FLAT TRIANGULAR
 AQ1802'BOULDER.
 AQ1802
 AQ1802                          STATION RECOVERY (1995)
 AQ1802
 AQ1802'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1802'MARK NOT FOUND.
 AQ1802
 AQ1802                          STATION RECOVERY (2021)
 AQ1802
 AQ1802'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1802'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1806 ***********************************************************************
 AQ1806  DESIGNATION -  79 78 A 28
 AQ1806  PID         -  AQ1806
 AQ1806  STATE/COUNTY-  FL/VOLUSIA
 AQ1806  COUNTRY     -  US
 AQ1806  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1806
 AQ1806                         *CURRENT SURVEY CONTROL
 AQ1806  ______________________________________________________________________
 AQ1806* NAD 83(1986) POSITION- 29 05 05.     (N) 080 55 30.     (W)   SCALED
 AQ1806* NAVD 88 ORTHO HEIGHT -     4.794 (meters)       15.73  (feet) ADJUSTED
 AQ1806  ______________________________________________________________________
 AQ1806  GEOID HEIGHT    -        -28.310 (meters)                     GEOID18
 AQ1806  DYNAMIC HEIGHT  -          4.787 (meters)       15.71  (feet) COMP
 AQ1806  MODELED GRAVITY -    979,266.3   (mgal)                       NAVD 88
 AQ1806
 AQ1806  VERT ORDER      -  SECOND    CLASS II
 AQ1806
 AQ1806.The horizontal coordinates were scaled from a map and have
 AQ1806.an estimated accuracy of +/- 6 seconds.
 AQ1806
 AQ1806.The orthometric height was determined by differential leveling and
 AQ1806.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1806.in June 1991.
 AQ1806
 AQ1806.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1806.GEOID18 height accuracy estimate available here.
 AQ1806
 AQ1806.Click photographs - Photos may exist for this station.
 AQ1806
 AQ1806.The dynamic height is computed by dividing the NAVD 88
 AQ1806.geopotential number by the normal gravity value computed on the
 AQ1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1806.degrees latitude (g = 980.6199 gals.).
 AQ1806
 AQ1806.The modeled gravity was interpolated from observed gravity values.
 AQ1806
 AQ1806;                    North         East    Units  Estimated Accuracy
 AQ1806;SPC FL E     -   526,420.      207,300.      MT  (+/- 180 meters Scaled)
 AQ1806
 AQ1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN072173(NAD 83)
 AQ1806
 AQ1806                          SUPERSEDED SURVEY CONTROL
 AQ1806
 AQ1806  NGVD 29 (09/01/92)    5.162  (m)           16.94   (f) ADJUSTED    2 2
 AQ1806
 AQ1806.Superseded values are not recommended for survey control.
 AQ1806
 AQ1806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1806.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1806
 AQ1806_MARKER: DD = SURVEY DISK
 AQ1806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1806_STAMPING: 79 78 A28
 AQ1806_MARK LOGO: FLDNR
 AQ1806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1806+STABILITY: SURFACE MOTION
 AQ1806
 AQ1806  HISTORY     - Date     Condition        Report By
 AQ1806  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1806  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1806
 AQ1806                          STATION DESCRIPTION
 AQ1806
 AQ1806'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1806'6.6 MI SE FROM PORT ORANGE.
 AQ1806'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1806'PROCEED EAST ON STATE ROAD A1A FOR 1.25 MILES TO THE INTERSECTION OF
 AQ1806'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1806'5.25 MILES TO THE INTERSECTION OF BEACH STREET, THENCE EAST ON BEACH
 AQ1806'STREET FOR 0.05 MILE TO THE MARK ON TOP OF A SAND DUNE. THE MARK BEARS
 AQ1806'5 FEET NORTHEAST OF SOUTHEAST EDGE OF SAND DUNE, 12 FEET SOUTHWEST OF
 AQ1806'EAST EDGE OF SAND DUNE, AND 103.8 FEET SOUTHEAST OF SOUTHEAST EDGE OF
 AQ1806'PAVEMENT, ALSO THE END OF PAVEMENT. MARK IS A FLORIDA DEPARTMENT OF
 AQ1806'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1806'TRANSPORTATION.
 AQ1806
 AQ1806                          STATION RECOVERY (1990)
 AQ1806
 AQ1806'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1806'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1807 ***********************************************************************
 AQ1807  DESIGNATION -  79 78 A 28 RM 1
 AQ1807  PID         -  AQ1807
 AQ1807  STATE/COUNTY-  FL/VOLUSIA
 AQ1807  COUNTRY     -  US
 AQ1807  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1807
 AQ1807                         *CURRENT SURVEY CONTROL
 AQ1807  ______________________________________________________________________
 AQ1807* NAD 83(1986) POSITION- 29 05 05.     (N) 080 55 30.     (W)   SCALED
 AQ1807* NAVD 88 ORTHO HEIGHT -     4.372 (meters)       14.34  (feet) ADJUSTED
 AQ1807  ______________________________________________________________________
 AQ1807  GEOID HEIGHT    -        -28.310 (meters)                     GEOID18
 AQ1807  DYNAMIC HEIGHT  -          4.365 (meters)       14.32  (feet) COMP
 AQ1807  MODELED GRAVITY -    979,266.3   (mgal)                       NAVD 88
 AQ1807
 AQ1807  VERT ORDER      -  SECOND    CLASS II
 AQ1807
 AQ1807.The horizontal coordinates were scaled from a map and have
 AQ1807.an estimated accuracy of +/- 6 seconds.
 AQ1807
 AQ1807.The orthometric height was determined by differential leveling and
 AQ1807.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1807.in June 1991.
 AQ1807
 AQ1807.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1807.GEOID18 height accuracy estimate available here.
 AQ1807
 AQ1807.Click photographs - Photos may exist for this station.
 AQ1807
 AQ1807.The dynamic height is computed by dividing the NAVD 88
 AQ1807.geopotential number by the normal gravity value computed on the
 AQ1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1807.degrees latitude (g = 980.6199 gals.).
 AQ1807
 AQ1807.The modeled gravity was interpolated from observed gravity values.
 AQ1807
 AQ1807;                    North         East    Units  Estimated Accuracy
 AQ1807;SPC FL E     -   526,420.      207,300.      MT  (+/- 180 meters Scaled)
 AQ1807
 AQ1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN072173(NAD 83)
 AQ1807
 AQ1807                          SUPERSEDED SURVEY CONTROL
 AQ1807
 AQ1807  NGVD 29 (09/01/92)    4.740  (m)           15.55   (f) ADJUSTED    2 2
 AQ1807
 AQ1807.Superseded values are not recommended for survey control.
 AQ1807
 AQ1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1807.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1807
 AQ1807_MARKER: DD = SURVEY DISK
 AQ1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1807_STAMPING: 79 78 A28 RM NO 1
 AQ1807_MARK LOGO: FLDT
 AQ1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1807+STABILITY: SURFACE MOTION
 AQ1807
 AQ1807  HISTORY     - Date     Condition        Report By
 AQ1807  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1807  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1807
 AQ1807                          STATION DESCRIPTION
 AQ1807
 AQ1807'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1807'6.6 MI SE FROM PORT ORANGE.
 AQ1807'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1807'PROCEED EAST ON STATE ROAD A1A FOR 1.25 MILES TO THE INTERSECTION OF
 AQ1807'SOUTH ATLANTIC AVENUE, THENCE SOUTHWEST ON SOUTH ATLANTIC AVENUE FOR
 AQ1807'5.25 MILES TO THE INTERSECTION OF BEACH STREET, THENCE EAST ON BEACH
 AQ1807'STREET FOR 0.1 MILE TO THE END OF PAVEMENT AND THE MARK ON THE RIGHT.
 AQ1807'THE MARK BEARS 7 FEET SOUTHWEST OF EAST EDGE OF SAND DUNE LINE, AND
 AQ1807'76.8 FEET NORTH NORTHEAST OF A 10 INCH PALM TREE.
 AQ1807
 AQ1807                          STATION RECOVERY (1990)
 AQ1807
 AQ1807'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1807'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1805 ***********************************************************************
 AQ1805  DESIGNATION -  79 78 A 28 RM 2
 AQ1805  PID         -  AQ1805
 AQ1805  STATE/COUNTY-  FL/VOLUSIA
 AQ1805  COUNTRY     -  US
 AQ1805  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1805
 AQ1805                         *CURRENT SURVEY CONTROL
 AQ1805  ______________________________________________________________________
 AQ1805* NAD 83(1986) POSITION- 29 05 05.     (N) 080 55 30.     (W)   SCALED
 AQ1805* NAVD 88 ORTHO HEIGHT -     3.778 (meters)       12.40  (feet) ADJUSTED
 AQ1805  ______________________________________________________________________
 AQ1805  GEOID HEIGHT    -        -28.310 (meters)                     GEOID18
 AQ1805  DYNAMIC HEIGHT  -          3.773 (meters)       12.38  (feet) COMP
 AQ1805  MODELED GRAVITY -    979,266.3   (mgal)                       NAVD 88
 AQ1805
 AQ1805  VERT ORDER      -  SECOND    CLASS II
 AQ1805
 AQ1805.The horizontal coordinates were scaled from a map and have
 AQ1805.an estimated accuracy of +/- 6 seconds.
 AQ1805
 AQ1805.The orthometric height was determined by differential leveling and
 AQ1805.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1805.in June 1991.
 AQ1805
 AQ1805.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1805.GEOID18 height accuracy estimate available here.
 AQ1805
 AQ1805.Click photographs - Photos may exist for this station.
 AQ1805
 AQ1805.The dynamic height is computed by dividing the NAVD 88
 AQ1805.geopotential number by the normal gravity value computed on the
 AQ1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1805.degrees latitude (g = 980.6199 gals.).
 AQ1805
 AQ1805.The modeled gravity was interpolated from observed gravity values.
 AQ1805
 AQ1805;                    North         East    Units  Estimated Accuracy
 AQ1805;SPC FL E     -   526,420.      207,300.      MT  (+/- 180 meters Scaled)
 AQ1805
 AQ1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN072173(NAD 83)
 AQ1805
 AQ1805                          SUPERSEDED SURVEY CONTROL
 AQ1805
 AQ1805  NGVD 29 (09/01/92)    4.146  (m)           13.60   (f) ADJUSTED    2 2
 AQ1805
 AQ1805.Superseded values are not recommended for survey control.
 AQ1805
 AQ1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1805.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1805
 AQ1805_MARKER: DD = SURVEY DISK
 AQ1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1805_STAMPING: 79 78 A28 RM NO 2
 AQ1805_MARK LOGO: FLDT
 AQ1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1805+STABILITY: SURFACE MOTION
 AQ1805
 AQ1805  HISTORY     - Date     Condition        Report By
 AQ1805  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1805  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1805
 AQ1805                          STATION DESCRIPTION
 AQ1805
 AQ1805'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1805'6.6 MI SE FROM PORT ORANGE.
 AQ1805'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1805'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1805'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1805'5.3 MILES TO THE INTERSECTION OF BEACH STREET, THENCE EAST ON BEACH
 AQ1805'STREET FOR 0.1 MILE TO END OF PAVEMENT AND THE MARK ON THE RIGHT. THE
 AQ1805'MARK BEARS 29 FEET SOUTHWEST OF THE EAST EDGE OF SAND DUNE LINE, AND
 AQ1805'76 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF PAVEMENT.
 AQ1805
 AQ1805                          STATION RECOVERY (1990)
 AQ1805
 AQ1805'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1805'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1804 ***********************************************************************
 AQ1804  DESIGNATION -  79 78 A 29
 AQ1804  PID         -  AQ1804
 AQ1804  STATE/COUNTY-  FL/VOLUSIA
 AQ1804  COUNTRY     -  US
 AQ1804  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1804
 AQ1804                         *CURRENT SURVEY CONTROL
 AQ1804  ______________________________________________________________________
 AQ1804* NAD 83(1986) POSITION- 29 05 05.     (N) 080 55 34.     (W)   SCALED
 AQ1804* NAVD 88 ORTHO HEIGHT -     3.089 (meters)       10.13  (feet) ADJUSTED
 AQ1804  ______________________________________________________________________
 AQ1804  GEOID HEIGHT    -        -28.310 (meters)                     GEOID18
 AQ1804  DYNAMIC HEIGHT  -          3.085 (meters)       10.12  (feet) COMP
 AQ1804  MODELED GRAVITY -    979,266.2   (mgal)                       NAVD 88
 AQ1804
 AQ1804  VERT ORDER      -  SECOND    CLASS II
 AQ1804
 AQ1804.The horizontal coordinates were scaled from a map and have
 AQ1804.an estimated accuracy of +/- 6 seconds.
 AQ1804
 AQ1804.The orthometric height was determined by differential leveling and
 AQ1804.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1804.in June 1991.
 AQ1804
 AQ1804.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1804.GEOID18 height accuracy estimate available here.
 AQ1804
 AQ1804.Click photographs - Photos may exist for this station.
 AQ1804
 AQ1804.The dynamic height is computed by dividing the NAVD 88
 AQ1804.geopotential number by the normal gravity value computed on the
 AQ1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1804.degrees latitude (g = 980.6199 gals.).
 AQ1804
 AQ1804.The modeled gravity was interpolated from observed gravity values.
 AQ1804
 AQ1804;                    North         East    Units  Estimated Accuracy
 AQ1804;SPC FL E     -   526,420.      207,190.      MT  (+/- 180 meters Scaled)
 AQ1804
 AQ1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN071173(NAD 83)
 AQ1804
 AQ1804                          SUPERSEDED SURVEY CONTROL
 AQ1804
 AQ1804  NGVD 29 (09/01/92)    3.457  (m)           11.34   (f) ADJUSTED    2 2
 AQ1804
 AQ1804.Superseded values are not recommended for survey control.
 AQ1804
 AQ1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1804.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1804
 AQ1804_MARKER: DD = SURVEY DISK
 AQ1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1804_STAMPING: 79 78 A29
 AQ1804_MARK LOGO: FLDNR
 AQ1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1804+STABILITY: SURFACE MOTION
 AQ1804
 AQ1804  HISTORY     - Date     Condition        Report By
 AQ1804  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1804  HISTORY     - 1990     GOOD             USPSQD
 AQ1804  HISTORY     - 20260105 MARK NOT FOUND   GEOCAC
 AQ1804
 AQ1804                          STATION DESCRIPTION
 AQ1804
 AQ1804'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1804'6.6 MI SE FROM PORT ORANGE.
 AQ1804'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1804'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1804'ATLANTIC AVENUE, THENCE SOUTHWEST ON SOUTH ATLANTIC AVENUE FOR 5.3
 AQ1804'MILES TO THE INTERSECTION OF BEACH STREET AND THE MARK. THE MARK BEARS
 AQ1804'4.4 FEET SOUTH OF A STOP SIGN POST, 16.8 FEET NORTH OF A GUY POLE,
 AQ1804'18.6 FEET SOUTHWEST OF THE CENTERLINE OF ATLANTIC AVENUE, AND 37 FEET
 AQ1804'NORTH OF THE CENTERLINE OF BEACH STREET. MARK IS A FLORIDA DEPARTMENT
 AQ1804'OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1804'TRANSPORTATION.
 AQ1804
 AQ1804                          STATION RECOVERY (1990)
 AQ1804
 AQ1804'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1804'RECOVERED IN GOOD CONDITION.
 AQ1804
 AQ1804                          STATION RECOVERY (2026)
 AQ1804
 AQ1804'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1804'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1808 ***********************************************************************
 AQ1808  DESIGNATION -  79 78 A 30
 AQ1808  PID         -  AQ1808
 AQ1808  STATE/COUNTY-  FL/VOLUSIA
 AQ1808  COUNTRY     -  US
 AQ1808  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1808
 AQ1808                         *CURRENT SURVEY CONTROL
 AQ1808  ______________________________________________________________________
 AQ1808* NAD 83(1986) POSITION- 29 05 19.     (N) 080 55 45.     (W)   SCALED
 AQ1808* NAVD 88 ORTHO HEIGHT -     5.219 (meters)       17.12  (feet) ADJUSTED
 AQ1808  ______________________________________________________________________
 AQ1808  GEOID HEIGHT    -        -28.314 (meters)                     GEOID18
 AQ1808  DYNAMIC HEIGHT  -          5.211 (meters)       17.10  (feet) COMP
 AQ1808  MODELED GRAVITY -    979,266.3   (mgal)                       NAVD 88
 AQ1808
 AQ1808  VERT ORDER      -  SECOND    CLASS II
 AQ1808
 AQ1808.The horizontal coordinates were scaled from a map and have
 AQ1808.an estimated accuracy of +/- 6 seconds.
 AQ1808
 AQ1808.The orthometric height was determined by differential leveling and
 AQ1808.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1808.in June 1991.
 AQ1808
 AQ1808.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1808.GEOID18 height accuracy estimate available here.
 AQ1808
 AQ1808.Click photographs - Photos may exist for this station.
 AQ1808
 AQ1808.The dynamic height is computed by dividing the NAVD 88
 AQ1808.geopotential number by the normal gravity value computed on the
 AQ1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1808.degrees latitude (g = 980.6199 gals.).
 AQ1808
 AQ1808.The modeled gravity was interpolated from observed gravity values.
 AQ1808
 AQ1808;                    North         East    Units  Estimated Accuracy
 AQ1808;SPC FL E     -   526,850.      206,900.      MT  (+/- 180 meters Scaled)
 AQ1808
 AQ1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN068178(NAD 83)
 AQ1808
 AQ1808                          SUPERSEDED SURVEY CONTROL
 AQ1808
 AQ1808  NGVD 29 (09/01/92)    5.587  (m)           18.33   (f) ADJUSTED    2 2
 AQ1808
 AQ1808.Superseded values are not recommended for survey control.
 AQ1808
 AQ1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1808.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1808
 AQ1808_MARKER: DD = SURVEY DISK
 AQ1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1808_STAMPING: 79 78 A30
 AQ1808_MARK LOGO: FLDNR
 AQ1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1808+STABILITY: SURFACE MOTION
 AQ1808
 AQ1808  HISTORY     - Date     Condition        Report By
 AQ1808  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1808  HISTORY     - 20260105 MARK NOT FOUND   GEOCAC
 AQ1808
 AQ1808                          STATION DESCRIPTION
 AQ1808
 AQ1808'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1808'6.3 MI SE FROM PORT ORANGE.
 AQ1808'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1808'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1808'ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR 5 MILES
 AQ1808'TO THE MARK. THE MARK BEARS 13.3 FEET NORTHEAST OF THE CENTERLIN  OF
 AQ1808'SOUTH ATLANTIC AVENUE, 54.5 FEET NORTHWEST OF A POWERPOLE WITH A
 AQ1808'STREET LIGHT , AND 203.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF A
 AQ1808'CONCRETE DRIVEWAY. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES
 AQ1808'DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1808
 AQ1808                          STATION RECOVERY (2026)
 AQ1808
 AQ1808'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1808'MARK NOT FOUND.  MEASUREMENTS FELL UNDER A BLOCK DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1809 ***********************************************************************
 AQ1809  DESIGNATION -  79 78 A 31
 AQ1809  PID         -  AQ1809
 AQ1809  STATE/COUNTY-  FL/VOLUSIA
 AQ1809  COUNTRY     -  US
 AQ1809  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1809
 AQ1809                         *CURRENT SURVEY CONTROL
 AQ1809  ______________________________________________________________________
 AQ1809* NAD 83(1986) POSITION- 29 05 35.     (N) 080 55 58.     (W)   SCALED
 AQ1809* NAVD 88 ORTHO HEIGHT -     4.708 (meters)       15.45  (feet) ADJUSTED
 AQ1809  ______________________________________________________________________
 AQ1809  GEOID HEIGHT    -        -28.319 (meters)                     GEOID18
 AQ1809  DYNAMIC HEIGHT  -          4.701 (meters)       15.42  (feet) COMP
 AQ1809  MODELED GRAVITY -    979,266.4   (mgal)                       NAVD 88
 AQ1809
 AQ1809  VERT ORDER      -  SECOND    CLASS II
 AQ1809
 AQ1809.The horizontal coordinates were scaled from a map and have
 AQ1809.an estimated accuracy of +/- 6 seconds.
 AQ1809
 AQ1809.The orthometric height was determined by differential leveling and
 AQ1809.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1809.in June 1991.
 AQ1809
 AQ1809.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1809.GEOID18 height accuracy estimate available here.
 AQ1809
 AQ1809.Click photographs - Photos may exist for this station.
 AQ1809
 AQ1809.The dynamic height is computed by dividing the NAVD 88
 AQ1809.geopotential number by the normal gravity value computed on the
 AQ1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1809.degrees latitude (g = 980.6199 gals.).
 AQ1809
 AQ1809.The modeled gravity was interpolated from observed gravity values.
 AQ1809
 AQ1809;                    North         East    Units  Estimated Accuracy
 AQ1809;SPC FL E     -   527,350.      206,540.      MT  (+/- 180 meters Scaled)
 AQ1809
 AQ1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN065182(NAD 83)
 AQ1809
 AQ1809                          SUPERSEDED SURVEY CONTROL
 AQ1809
 AQ1809  NGVD 29 (09/01/92)    5.077  (m)           16.66   (f) ADJUSTED    2 2
 AQ1809
 AQ1809.Superseded values are not recommended for survey control.
 AQ1809
 AQ1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1809.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1809
 AQ1809_MARKER: DD = SURVEY DISK
 AQ1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1809_STAMPING: 79 78 A31
 AQ1809_MARK LOGO: FLDNR
 AQ1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1809+STABILITY: SURFACE MOTION
 AQ1809
 AQ1809  HISTORY     - Date     Condition        Report By
 AQ1809  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1809  HISTORY     - 1990     GOOD             USPSQD
 AQ1809  HISTORY     - 20260105 MARK NOT FOUND   GEOCAC
 AQ1809
 AQ1809                          STATION DESCRIPTION
 AQ1809
 AQ1809'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1809'5.9 MI SE FROM PORT ORANGE.
 AQ1809'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1809'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1809'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1809'4.6 MILES TO THE MARK. THE MARK BEARS 1.7 FEET SOUTHWEST OF A 4 INCH
 AQ1809'SQUARE CONCRETE MONUMENT, 23 FEET SOUTHWEST OF THE CENTERLINE OF SOUTH
 AQ1809'ATLANTIC AVENUE, 187.7 FEET SOUTH AND ACROSS ROAD FROM A FIRE HYDRANT,
 AQ1809'AND 220 FEET SOUTH OF THE SOUTHWEST CORNER OF SEA COVE MOTEL. MARK IS
 AQ1809'FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AQ1809'DEPARTMENT OF TRANSPORTATION.
 AQ1809
 AQ1809                          STATION RECOVERY (1990)
 AQ1809
 AQ1809'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1809'RECOVERED IN GOOD CONDITION.
 AQ1809
 AQ1809                          STATION RECOVERY (2026)
 AQ1809
 AQ1809'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1809'MARK NOT FOUND.  MEASUREMENTS FELL UNDER A CONCRETE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1811 ***********************************************************************
 AQ1811  DESIGNATION -  79 78 A 32
 AQ1811  PID         -  AQ1811
 AQ1811  STATE/COUNTY-  FL/VOLUSIA
 AQ1811  COUNTRY     -  US
 AQ1811  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1811
 AQ1811                         *CURRENT SURVEY CONTROL
 AQ1811  ______________________________________________________________________
 AQ1811* NAD 83(1986) POSITION- 29 05 43.0    (N) 080 56 03.9    (W)   HD_HELD2
 AQ1811* NAVD 88 ORTHO HEIGHT -     6.559 (meters)       21.52  (feet) ADJUSTED
 AQ1811  ______________________________________________________________________
 AQ1811  GEOID HEIGHT    -        -28.322 (meters)                     GEOID18
 AQ1811  DYNAMIC HEIGHT  -          6.550 (meters)       21.49  (feet) COMP
 AQ1811  MODELED GRAVITY -    979,266.4   (mgal)                       NAVD 88
 AQ1811
 AQ1811  VERT ORDER      -  SECOND    CLASS II
 AQ1811
 AQ1811.The horizontal coordinates were established by autonomous hand held GPS
 AQ1811.observations and have an estimated accuracy of +/- 10 meters.
 AQ1811
 AQ1811.The orthometric height was determined by differential leveling and
 AQ1811.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1811.in June 1991.
 AQ1811
 AQ1811.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1811.GEOID18 height accuracy estimate available here.
 AQ1811
 AQ1811.Click photographs - Photos may exist for this station.
 AQ1811
 AQ1811.The dynamic height is computed by dividing the NAVD 88
 AQ1811.geopotential number by the normal gravity value computed on the
 AQ1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1811.degrees latitude (g = 980.6199 gals.).
 AQ1811
 AQ1811.The modeled gravity was interpolated from observed gravity values.
 AQ1811
 AQ1811;                    North         East    Units  Estimated Accuracy
 AQ1811;SPC FL E     -   527,591.      206,384.      MT  (+/- 10 meters HH2 GPS)
 AQ1811
 AQ1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0638118543(NAD 83)
 AQ1811
 AQ1811                          SUPERSEDED SURVEY CONTROL
 AQ1811
 AQ1811  NGVD 29 (09/01/92)    6.928  (m)           22.73   (f) ADJUSTED    2 2
 AQ1811
 AQ1811.Superseded values are not recommended for survey control.
 AQ1811
 AQ1811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1811.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1811
 AQ1811_MARKER: DD = SURVEY DISK
 AQ1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1811_STAMPING: 79 78 A32
 AQ1811_MARK LOGO: FLDNR
 AQ1811_PROJECTION: RECESSED 8 CENTIMETERS
 AQ1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1811+STABILITY: SURFACE MOTION
 AQ1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1811+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2026
 AQ1811
 AQ1811  HISTORY     - Date     Condition        Report By
 AQ1811  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1811  HISTORY     - 1990     GOOD             USPSQD
 AQ1811  HISTORY     - 20260105 GOOD             GEOCAC
 AQ1811
 AQ1811                          STATION DESCRIPTION
 AQ1811
 AQ1811'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1811'5.7 MI SE FROM PORT ORANGE.
 AQ1811'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1811'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1811'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1811'4.4 MILES TO THE MARK, WHICH BEARS 13.5 FEET NORTHEAST OF THE CENTER
 AQ1811'LINE OF SOUTH ATLANTIC AVENUE, 23.4 FEET SOUTHWEST OF A POWERLINE POLE
 AQ1811'AND 84 FEET NORTHEAST OF THE NORTHEAST CORNER OF BLOCK BUILDING. MARK
 AQ1811'IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1811'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1811
 AQ1811                          STATION RECOVERY (1990)
 AQ1811
 AQ1811'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1811'RECOVERED IN GOOD CONDITION.
 AQ1811
 AQ1811                          STATION RECOVERY (2026)
 AQ1811
 AQ1811'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1811'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1810 ***********************************************************************
 AQ1810  DESIGNATION -  79 78 A 32 RM 1
 AQ1810  PID         -  AQ1810
 AQ1810  STATE/COUNTY-  FL/VOLUSIA
 AQ1810  COUNTRY     -  US
 AQ1810  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1810
 AQ1810                         *CURRENT SURVEY CONTROL
 AQ1810  ______________________________________________________________________
 AQ1810* NAD 83(1986) POSITION- 29 05 43.     (N) 080 56 04.     (W)   SCALED
 AQ1810* NAVD 88 ORTHO HEIGHT -     6.735 (meters)       22.10  (feet) ADJUSTED
 AQ1810  ______________________________________________________________________
 AQ1810  GEOID HEIGHT    -        -28.322 (meters)                     GEOID18
 AQ1810  DYNAMIC HEIGHT  -          6.725 (meters)       22.06  (feet) COMP
 AQ1810  MODELED GRAVITY -    979,266.4   (mgal)                       NAVD 88
 AQ1810
 AQ1810  VERT ORDER      -  SECOND    CLASS II
 AQ1810
 AQ1810.The horizontal coordinates were scaled from a map and have
 AQ1810.an estimated accuracy of +/- 6 seconds.
 AQ1810
 AQ1810.The orthometric height was determined by differential leveling and
 AQ1810.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1810.in June 1991.
 AQ1810
 AQ1810.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1810.GEOID18 height accuracy estimate available here.
 AQ1810
 AQ1810.Click photographs - Photos may exist for this station.
 AQ1810
 AQ1810.The dynamic height is computed by dividing the NAVD 88
 AQ1810.geopotential number by the normal gravity value computed on the
 AQ1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1810.degrees latitude (g = 980.6199 gals.).
 AQ1810
 AQ1810.The modeled gravity was interpolated from observed gravity values.
 AQ1810
 AQ1810;                    North         East    Units  Estimated Accuracy
 AQ1810;SPC FL E     -   527,590.      206,380.      MT  (+/- 180 meters Scaled)
 AQ1810
 AQ1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN063185(NAD 83)
 AQ1810
 AQ1810                          SUPERSEDED SURVEY CONTROL
 AQ1810
 AQ1810  NGVD 29 (09/01/92)    7.104  (m)           23.31   (f) ADJUSTED    2 2
 AQ1810
 AQ1810.Superseded values are not recommended for survey control.
 AQ1810
 AQ1810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1810.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1810
 AQ1810_MARKER: DD = SURVEY DISK
 AQ1810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1810_STAMPING: 79 78 A32 RM NO 1
 AQ1810_MARK LOGO: FLDT
 AQ1810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1810+STABILITY: SURFACE MOTION
 AQ1810
 AQ1810  HISTORY     - Date     Condition        Report By
 AQ1810  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1810  HISTORY     - 19900120 MARK NOT FOUND   USPSQD
 AQ1810
 AQ1810                          STATION DESCRIPTION
 AQ1810
 AQ1810'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1810'5.7 MI SE FROM PORT ORANGE.
 AQ1810'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1810'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1810'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1810'4.4 MILES TO THE MARK, WHICH BEARS 11.6 FEET NORTHWEST OF A SPEED
 AQ1810'LIMIT SIGN POST, AND 15 FEET NORTHEAST OF THE CENTERLINE OF SOUTH
 AQ1810'ATLANTIC AVENUE.
 AQ1810
 AQ1810                          STATION RECOVERY (1990)
 AQ1810
 AQ1810'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1810'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1812 ***********************************************************************
 AQ1812  DESIGNATION -  79 78 A 32 RM 2
 AQ1812  PID         -  AQ1812
 AQ1812  STATE/COUNTY-  FL/VOLUSIA
 AQ1812  COUNTRY     -  US
 AQ1812  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1812
 AQ1812                         *CURRENT SURVEY CONTROL
 AQ1812  ______________________________________________________________________
 AQ1812* NAD 83(1986) POSITION- 29 05 43.     (N) 080 56 04.     (W)   SCALED
 AQ1812* NAVD 88 ORTHO HEIGHT -     6.431 (meters)       21.10  (feet) ADJUSTED
 AQ1812  ______________________________________________________________________
 AQ1812  GEOID HEIGHT    -        -28.322 (meters)                     GEOID18
 AQ1812  DYNAMIC HEIGHT  -          6.422 (meters)       21.07  (feet) COMP
 AQ1812  MODELED GRAVITY -    979,266.4   (mgal)                       NAVD 88
 AQ1812
 AQ1812  VERT ORDER      -  SECOND    CLASS II
 AQ1812
 AQ1812.The horizontal coordinates were scaled from a map and have
 AQ1812.an estimated accuracy of +/- 6 seconds.
 AQ1812
 AQ1812.The orthometric height was determined by differential leveling and
 AQ1812.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1812.in June 1991.
 AQ1812
 AQ1812.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1812.GEOID18 height accuracy estimate available here.
 AQ1812
 AQ1812.Click photographs - Photos may exist for this station.
 AQ1812
 AQ1812.The dynamic height is computed by dividing the NAVD 88
 AQ1812.geopotential number by the normal gravity value computed on the
 AQ1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1812.degrees latitude (g = 980.6199 gals.).
 AQ1812
 AQ1812.The modeled gravity was interpolated from observed gravity values.
 AQ1812
 AQ1812;                    North         East    Units  Estimated Accuracy
 AQ1812;SPC FL E     -   527,590.      206,380.      MT  (+/- 180 meters Scaled)
 AQ1812
 AQ1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN063185(NAD 83)
 AQ1812
 AQ1812                          SUPERSEDED SURVEY CONTROL
 AQ1812
 AQ1812  NGVD 29 (09/01/92)    6.800  (m)           22.31   (f) ADJUSTED    2 2
 AQ1812
 AQ1812.Superseded values are not recommended for survey control.
 AQ1812
 AQ1812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1812.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1812
 AQ1812_MARKER: DD = SURVEY DISK
 AQ1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1812_STAMPING: 79 78 A32 RM NO 2
 AQ1812_MARK LOGO: FLDT
 AQ1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1812+STABILITY: SURFACE MOTION
 AQ1812
 AQ1812  HISTORY     - Date     Condition        Report By
 AQ1812  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1812  HISTORY     - 1990     GOOD             USPSQD
 AQ1812  HISTORY     - 20051114 GOOD             USPSQD
 AQ1812  HISTORY     - 20260105 MARK NOT FOUND   GEOCAC
 AQ1812
 AQ1812                          STATION DESCRIPTION
 AQ1812
 AQ1812'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1812'5.7 MI SE FROM PORT ORANGE.
 AQ1812'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1812'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1812'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1812'4.4 MILES TO THE MARK, WHICH BEARS 14 FEET WEST OF A 12 INCH PALM TREE
 AQ1812'AND 15.6 FEET NORTHEAST OF THE CENTERLINE OF SOUTH ATLANTIC AVENUE.
 AQ1812
 AQ1812                          STATION RECOVERY (1990)
 AQ1812
 AQ1812'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1812'RECOVERED IN GOOD CONDITION.
 AQ1812
 AQ1812                          STATION RECOVERY (2005)
 AQ1812
 AQ1812'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1812'THE MARK IS LOCATED ON THE EAST SIDE OF SOUTH ATLANTIC AVE. IT IS
 AQ1812'APPROX 50 FT SOUTH OF THE SOUTH EDGE OF THE DRIVEWAY AT 4725 SOUTH
 AQ1812'ATLANTIC AVE AND APPROX 15 FT SOUTHWEST OF UTILITY POLE NO.
 AQ1812'46496171202. THE MARK IS ACROSS SOUTH ATLANTIC AVE FROM THE NORTHEAST
 AQ1812'CORNER OF THE RESIDENCE AT 4734 SOUTH ATLANTIC AVE.  SET IN A CONCRETE
 AQ1812'POST ABOUT 6 INCHES BELOW STREET LEVEL.
 AQ1812
 AQ1812                          STATION RECOVERY (2026)
 AQ1812
 AQ1812'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1812'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1813 ***********************************************************************
 AQ1813  DESIGNATION -  79 78 A 33
 AQ1813  PID         -  AQ1813
 AQ1813  STATE/COUNTY-  FL/VOLUSIA
 AQ1813  COUNTRY     -  US
 AQ1813  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1813
 AQ1813                         *CURRENT SURVEY CONTROL
 AQ1813  ______________________________________________________________________
 AQ1813* NAD 83(1986) POSITION- 29 06 16.3    (N) 080 56 28.1    (W)   HD_HELD2
 AQ1813* NAVD 88 ORTHO HEIGHT -     4.099 (meters)       13.45  (feet) ADJUSTED
 AQ1813  ______________________________________________________________________
 AQ1813  GEOID HEIGHT    -        -28.331 (meters)                     GEOID18
 AQ1813  DYNAMIC HEIGHT  -          4.094 (meters)       13.43  (feet) COMP
 AQ1813  MODELED GRAVITY -    979,266.8   (mgal)                       NAVD 88
 AQ1813
 AQ1813  VERT ORDER      -  SECOND    CLASS II
 AQ1813
 AQ1813.The horizontal coordinates were established by autonomous hand held GPS
 AQ1813.observations and have an estimated accuracy of +/- 10 meters.
 AQ1813
 AQ1813.The orthometric height was determined by differential leveling and
 AQ1813.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1813.in June 1991.
 AQ1813
 AQ1813.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1813.GEOID18 height accuracy estimate available here.
 AQ1813
 AQ1813.Click photographs - Photos may exist for this station.
 AQ1813
 AQ1813.The dynamic height is computed by dividing the NAVD 88
 AQ1813.geopotential number by the normal gravity value computed on the
 AQ1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1813.degrees latitude (g = 980.6199 gals.).
 AQ1813
 AQ1813.The modeled gravity was interpolated from observed gravity values.
 AQ1813
 AQ1813;                    North         East    Units  Estimated Accuracy
 AQ1813;SPC FL E     -   528,616.      205,729.      MT  (+/- 10 meters HH2 GPS)
 AQ1813
 AQ1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0572719567(NAD 83)
 AQ1813
 AQ1813                          SUPERSEDED SURVEY CONTROL
 AQ1813
 AQ1813  NGVD 29 (09/01/92)    4.468  (m)           14.66   (f) ADJUSTED    2 2
 AQ1813
 AQ1813.Superseded values are not recommended for survey control.
 AQ1813
 AQ1813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1813.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1813
 AQ1813_MARKER: DD = SURVEY DISK
 AQ1813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1813_STAMPING: 79 78 A33
 AQ1813_MARK LOGO: FLDNR
 AQ1813_PROJECTION: RECESSED 20 CENTIMETERS
 AQ1813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1813+STABILITY: SURFACE MOTION
 AQ1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1813+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2026
 AQ1813
 AQ1813  HISTORY     - Date     Condition        Report By
 AQ1813  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1813  HISTORY     - 1990     GOOD             USPSQD
 AQ1813  HISTORY     - 20260216 GOOD             GEOCAC
 AQ1813
 AQ1813                          STATION DESCRIPTION
 AQ1813
 AQ1813'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1813'4.9 MI SE FROM PORT ORANGE.
 AQ1813'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1813'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1813'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1813'3.7 MILES TO THE MARK. THE MARK BEARS 14.5 FEET SOUTHWEST OF THE
 AQ1813'CENTERLINE OF OLD SOUTH ATLANTIC AVENUE, 75 FEET WEST OF SOUTHWEST
 AQ1813'CORNER OF HOUSE NUMBER 4513, 91 FEET SOUTH OF A POWERLINE POLE, AND
 AQ1813'185.5 FEET SOUTHEAST OF THE CENTER OF DRIVEWAY WHICH IS BETWEEN THE
 AQ1813'OLD AND NEW ROAD. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES
 AQ1813'DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1813
 AQ1813                          STATION RECOVERY (1990)
 AQ1813
 AQ1813'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1813'RECOVERED IN GOOD CONDITION.
 AQ1813
 AQ1813                          STATION RECOVERY (2026)
 AQ1813
 AQ1813'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1813'THE MARK IS 30.0 FT (9.1 M) WEST OF AN ORANGE POST SUPPORTING MAILBOX
 AQ1813'NUMBER 4595 AND IS 17.0 FT (5.2 M) NORTHEAST OF A CARSONITE WITNESS
 AQ1813'POST.
 AQ1813'
 AQ1813'TO REACH FROM THE JUNCTION OF DUNLAWTON AVENUE AND ATLANTIC AVENUE IN
 AQ1813'DAYTONA BEACH SHORES, GO SOUTHEAST ON ATLANTIC AVENUE FOR 3.7 MI (6.0
 AQ1813'KM) TO THE ACCESS ROAD TO WINTER HAVEN PARK.  TURN LEFT ON THE ACCESS
 AQ1813'ROAD AND GO EAST FOR 190 FT (57.9 M) TO OLD ATLANTIC AVENUE ON THE
 AQ1813'RIGHT.  TURN RIGHT AND GO SOUTHEAST ON OLD ATLANTIC AVENUE FOR 150 FT
 AQ1813'(45.7 M) TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1815 ***********************************************************************
 AQ1815  DESIGNATION -  79 78 A 34
 AQ1815  PID         -  AQ1815
 AQ1815  STATE/COUNTY-  FL/VOLUSIA
 AQ1815  COUNTRY     -  US
 AQ1815  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1815
 AQ1815                         *CURRENT SURVEY CONTROL
 AQ1815  ______________________________________________________________________
 AQ1815* NAD 83(1986) POSITION- 29 06 36.     (N) 080 56 41.     (W)   SCALED
 AQ1815* NAVD 88 ORTHO HEIGHT -     4.556 (meters)       14.95  (feet) ADJUSTED
 AQ1815  ______________________________________________________________________
 AQ1815  GEOID HEIGHT    -        -28.336 (meters)                     GEOID18
 AQ1815  DYNAMIC HEIGHT  -          4.549 (meters)       14.92  (feet) COMP
 AQ1815  MODELED GRAVITY -    979,267.1   (mgal)                       NAVD 88
 AQ1815
 AQ1815  VERT ORDER      -  SECOND    CLASS II
 AQ1815
 AQ1815.The horizontal coordinates were scaled from a map and have
 AQ1815.an estimated accuracy of +/- 6 seconds.
 AQ1815
 AQ1815.The orthometric height was determined by differential leveling and
 AQ1815.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1815.in June 1991.
 AQ1815
 AQ1815.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1815.GEOID18 height accuracy estimate available here.
 AQ1815
 AQ1815.Click photographs - Photos may exist for this station.
 AQ1815
 AQ1815.The dynamic height is computed by dividing the NAVD 88
 AQ1815.geopotential number by the normal gravity value computed on the
 AQ1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1815.degrees latitude (g = 980.6199 gals.).
 AQ1815
 AQ1815.The modeled gravity was interpolated from observed gravity values.
 AQ1815
 AQ1815;                    North         East    Units  Estimated Accuracy
 AQ1815;SPC FL E     -   529,220.      205,380.      MT  (+/- 180 meters Scaled)
 AQ1815
 AQ1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN053201(NAD 83)
 AQ1815
 AQ1815                          SUPERSEDED SURVEY CONTROL
 AQ1815
 AQ1815  NGVD 29 (09/01/92)    4.925  (m)           16.16   (f) ADJUSTED    2 2
 AQ1815
 AQ1815.Superseded values are not recommended for survey control.
 AQ1815
 AQ1815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1815.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1815
 AQ1815_MARKER: DD = SURVEY DISK
 AQ1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1815_STAMPING: 79 78 A34
 AQ1815_MARK LOGO: FLDNR
 AQ1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1815+STABILITY: SURFACE MOTION
 AQ1815
 AQ1815  HISTORY     - Date     Condition        Report By
 AQ1815  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1815  HISTORY     - 20260216 MARK NOT FOUND   GEOCAC
 AQ1815
 AQ1815                          STATION DESCRIPTION
 AQ1815
 AQ1815'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1815'4.5 MI SE FROM PORT ORANGE.
 AQ1815'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1815'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1815'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTI C AVENUE FOR
 AQ1815'3.2 MILES TO THE MARK, WHICH BEARS 21.2 FEET WEST OF THE CENTERLINE OF
 AQ1815'SOUTH ATLANTIC AVENUE, 64 FEET WEST SOUTHWEST AND ACROSS ROAD FROM A
 AQ1815'END OF A CONCRETE SIDEWALK, AND 98.0 FEET SOUTH AND ACROSS ROAD FROM
 AQ1815'A POWERLINE POLE. MARK IS A FLORIDA DEPARTMENT OF NARURAL RESOURCES
 AQ1815'DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1815
 AQ1815                          STATION RECOVERY (2026)
 AQ1815
 AQ1815'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1815'MARK NOT FOUND.  MEASUREMENTS FELL UNDER A CONCRETE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2727 ***********************************************************************
 AQ2727  DESIGNATION -  79 78 A 34 2
 AQ2727  PID         -  AQ2727
 AQ2727  STATE/COUNTY-  FL/VOLUSIA
 AQ2727  COUNTRY     -  US
 AQ2727  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ2727
 AQ2727                         *CURRENT SURVEY CONTROL
 AQ2727  ______________________________________________________________________
 AQ2727* NAD 83(2011) POSITION- 29 06 36.14645(N) 080 56 41.73196(W)   ADJUSTED
 AQ2727* NAD 83(2011) ELLIP HT-   -23.624 (meters)        (06/27/12)   ADJUSTED
 AQ2727* NAD 83(2011) EPOCH   -  2010.00
 AQ2727* NAVD 88 ORTHO HEIGHT -     4.7   (meters)       15.    (feet) GPS OBS
 AQ2727  ______________________________________________________________________
 AQ2727  NAVD 88 orthometric height was determined with geoid model    GEOID90
 AQ2727  GEOID HEIGHT    -        -29.080 (meters)                     GEOID90
 AQ2727  GEOID HEIGHT    -        -28.336 (meters)                     GEOID18
 AQ2727  NAD 83(2011) X  -    877,712.758 (meters)                     COMP
 AQ2727  NAD 83(2011) Y  - -5,507,392.356 (meters)                     COMP
 AQ2727  NAD 83(2011) Z  -  3,084,551.360 (meters)                     COMP
 AQ2727  LAPLACE CORR    -         -0.24  (seconds)                    DEFLEC18
 AQ2727
 AQ2727  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ2727  Standards:
 AQ2727         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ2727            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ2727  -------------------------------------------------------------------
 AQ2727  NETWORK    1.49   2.27           0.65   0.56   1.16     -0.03242469
 AQ2727  -------------------------------------------------------------------
 AQ2727  Click here for local accuracies and other accuracy information.
 AQ2727
 AQ2727.The horizontal coordinates were established by GPS observations
 AQ2727.and adjusted by the National Geodetic Survey in June 2012.
 AQ2727
 AQ2727.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ2727.been affixed to the stable North American tectonic plate. See 
 AQ2727.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ2727
 AQ2727.The horizontal coordinates are valid at the epoch date displayed above
 AQ2727.which is a decimal equivalence of Year/Month/Day.
 AQ2727
 AQ2727.The orthometric height was determined by GPS observations and a
 AQ2727.high-resolution geoid model.
 AQ2727
 AQ2727.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2727.GEOID18 height accuracy estimate available here.
 AQ2727
 AQ2727.Click photographs - Photos may exist for this station.
 AQ2727
 AQ2727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2727
 AQ2727.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2727
 AQ2727.The ellipsoidal height was determined by GPS observations
 AQ2727.and is referenced to NAD 83.
 AQ2727
 AQ2727. The following values were computed from the NAD 83(2011) position.
 AQ2727
 AQ2727;                    North         East     Units Scale Factor Converg.
 AQ2727;SPC FL E     -   529,227.122   205,360.386   MT  0.99994153   +0 01 36.5
 AQ2727;SPC FL E     - 1,736,305.98    673,753.20   sFT  0.99994153   +0 01 36.5
 AQ2727;UTM  17      - 3,220,178.533   505,358.557   MT  0.99960035   +0 01 36.5
 AQ2727
 AQ2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2727!SPC FL E     -   1.00000371  x   0.99994153  =   0.99994524
 AQ2727!UTM  17      -   1.00000371  x   0.99960035  =   0.99960406
 AQ2727
 AQ2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0535820178(NAD 83)
 AQ2727
 AQ2727                          SUPERSEDED SURVEY CONTROL
 AQ2727
 AQ2727  NAD 83(2007)-  29 06 36.14650(N)    080 56 41.73261(W) AD(2002.00) 0
 AQ2727  ELLIP H (02/10/07)  -23.606  (m)                       GP(2002.00)    
 AQ2727  NAD 83(1999)-  29 06 36.14670(N)    080 56 41.73267(W) AD(       ) 2
 AQ2727  ELLIP H (09/30/02)  -23.590  (m)                       GP(       ) 4 2
 AQ2727  NAD 83(1990)-  29 06 36.14569(N)    080 56 41.73278(W) AD(       ) 2
 AQ2727  ELLIP H (03/04/92)  -23.556  (m)                       GP(       ) 4 2
 AQ2727
 AQ2727.Superseded values are not recommended for survey control.
 AQ2727
 AQ2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2727.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2727
 AQ2727_MARKER: DD = SURVEY DISK
 AQ2727_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ2727_SP_SET: DRIVEWAY
 AQ2727_STAMPING: 79 78 A34 2 1988
 AQ2727_MARK LOGO: FLDNR
 AQ2727_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ2727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2727+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2026
 AQ2727
 AQ2727  HISTORY     - Date     Condition        Report By
 AQ2727  HISTORY     - 1990     MONUMENTED       FLDNR
 AQ2727  HISTORY     - 19900220 GOOD             STEINA
 AQ2727  HISTORY     - 20051228 GOOD             USPSQD
 AQ2727  HISTORY     - 20260216 GOOD             GEOCAC
 AQ2727
 AQ2727                          STATION DESCRIPTION
 AQ2727
 AQ2727'DESCRIBED BY STEINMAN AND ASSOCIATES 1990
 AQ2727'THE STATION IS LOCATED IN THE WESTERLY PORTION OF THE RIGHT-OF-WAY OF
 AQ2727'SOUTH ATLANTIC AVENUE IN PONCE INLET.  IN THE SOUTHWEST 1/4 OF SECTION
 AQ2727'13-T16S-R33E. IN VOLUSIA COUNTY.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 AQ2727'
 AQ2727'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTERSECTION OF SOUTH
 AQ2727'ATLANTIC AVENUE AND DUNLAWTON AVENUE IN PORT ORANGE.  PROCEED
 AQ2727'SOUTHERLY ALONG SOUTH ATLANTIC AVENUE FOR A DISTANCE OF 3.2 MI
 AQ2727'(5.1 KM) TO THE STATION ON THE RIGHT.
 AQ2727'
 AQ2727'THE STATION IS A DNR BRASS DISK INSET INTO THE CONCRETE DRIVE OF A
 AQ2727'TWO-STORY BRICK RESIDENCE, NO. 4488, AND IS 16.2 FT. WEST OF THE
 AQ2727'CENTERLINE OF SOUTH ATLANTIC AVENUE.
 AQ2727'
 AQ2727'REFERENCE MARK NO. 1 IS A FLDOT BRASS DISK STAMPED
 AQ2727'---79 78 A34 RM NO 1--- SET IN THE TOP OF A 4 INCH SQUARE
 AQ2727'PREFABRICATED CONCRETE MONUMENT THAT IS 1.0 FT (0.3 M) BELOW GROUND,
 AQ2727'33.0 FT (10.1 M) WEST OF THE CENTERLINE OF SOUTH ATLANTIC AVENUE AND
 AQ2727'1.2 FT (0.4 M) NORTH OF A METAL WITNESS POST, SOUTH 08 DEGREES EAST AT
 AQ2727'52.67 FT (16.05 M).
 AQ2727'
 AQ2727'THERE IS A 4 INCH SQUARE CONCRETE MONUMENT, RECOVERED AT NORTHEAST LOT
 AQ2727'CORNER OF THE RESEDENCE NO. 4488 1.0 FT (0.3 M) EAST OF A UTILITY
 AQ2727'POLE, NORTH 50 DEGREES WEST AT 67.49 FT (20.57 M).  ALSO A KEITH AND
 AQ2727'SCHNARS REBAR AND CAP, SET EAST OF SOUTH ATLANTIC AVENUE IN FRONT OF
 AQ2727'EASTWIND CONDOMINIUMS, NORTH 65 DEGREES EAST AT 53.20 FT (16.22 M).
 AQ2727
 AQ2727                          STATION RECOVERY (2005)
 AQ2727
 AQ2727'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ2727'RECOVERED IN GOOD CONDITION.
 AQ2727
 AQ2727                          STATION RECOVERY (2026)
 AQ2727
 AQ2727'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ2727'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1814 ***********************************************************************
 AQ1814  DESIGNATION -  79 78 A 34 RM 1
 AQ1814  PID         -  AQ1814
 AQ1814  STATE/COUNTY-  FL/VOLUSIA
 AQ1814  COUNTRY     -  US
 AQ1814  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1814
 AQ1814                         *CURRENT SURVEY CONTROL
 AQ1814  ______________________________________________________________________
 AQ1814* NAD 83(1986) POSITION- 29 06 36.     (N) 080 56 41.     (W)   SCALED
 AQ1814* NAVD 88 ORTHO HEIGHT -     4.543 (meters)       14.90  (feet) ADJUSTED
 AQ1814  ______________________________________________________________________
 AQ1814  GEOID HEIGHT    -        -28.336 (meters)                     GEOID18
 AQ1814  DYNAMIC HEIGHT  -          4.537 (meters)       14.89  (feet) COMP
 AQ1814  MODELED GRAVITY -    979,267.1   (mgal)                       NAVD 88
 AQ1814
 AQ1814  VERT ORDER      -  SECOND    CLASS II
 AQ1814
 AQ1814.The horizontal coordinates were scaled from a map and have
 AQ1814.an estimated accuracy of +/- 6 seconds.
 AQ1814
 AQ1814.The orthometric height was determined by differential leveling and
 AQ1814.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1814.in June 1991.
 AQ1814
 AQ1814.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1814.GEOID18 height accuracy estimate available here.
 AQ1814
 AQ1814.Click photographs - Photos may exist for this station.
 AQ1814
 AQ1814.The dynamic height is computed by dividing the NAVD 88
 AQ1814.geopotential number by the normal gravity value computed on the
 AQ1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1814.degrees latitude (g = 980.6199 gals.).
 AQ1814
 AQ1814.The modeled gravity was interpolated from observed gravity values.
 AQ1814
 AQ1814;                    North         East    Units  Estimated Accuracy
 AQ1814;SPC FL E     -   529,220.      205,380.      MT  (+/- 180 meters Scaled)
 AQ1814
 AQ1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN053201(NAD 83)
 AQ1814
 AQ1814                          SUPERSEDED SURVEY CONTROL
 AQ1814
 AQ1814  NGVD 29 (09/01/92)    4.912  (m)           16.12   (f) ADJUSTED    2 2
 AQ1814
 AQ1814.Superseded values are not recommended for survey control.
 AQ1814
 AQ1814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1814.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1814
 AQ1814_MARKER: DD = SURVEY DISK
 AQ1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1814_STAMPING: 79 78 A34 RM NO 1
 AQ1814_MARK LOGO: FLDT
 AQ1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1814+STABILITY: SURFACE MOTION
 AQ1814
 AQ1814  HISTORY     - Date     Condition        Report By
 AQ1814  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1814  HISTORY     - 1990     GOOD             USPSQD
 AQ1814  HISTORY     - 20260216 MARK NOT FOUND   GEOCAC
 AQ1814
 AQ1814                          STATION DESCRIPTION
 AQ1814
 AQ1814'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1814'4.5 MI SE FROM PORT ORANGE.
 AQ1814'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1814'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1814'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1814'3.2 MILES TO THE MARK, WHICH BEARS 33 FEET WEST OF THE CENTERLINE OF
 AQ1814'SOUTH ATLANTIC AVENUE, AND 72 FEET WEST NOTHWEST OF THE INTERSECTION
 AQ1814'OF DRIVEWAY AND THE CENTER OF SOUTH ATLANTIC AVENUE.
 AQ1814
 AQ1814                          STATION RECOVERY (1990)
 AQ1814
 AQ1814'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1814'RECOVERED IN GOOD CONDITION.
 AQ1814
 AQ1814                          STATION RECOVERY (2026)
 AQ1814
 AQ1814'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1814'MARK NOT FOUND.  MEASUREMENTS FELL UNDER A CONCRETE DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1816 ***********************************************************************
 AQ1816  DESIGNATION -  79 78 A 34 RM 2
 AQ1816  PID         -  AQ1816
 AQ1816  STATE/COUNTY-  FL/VOLUSIA
 AQ1816  COUNTRY     -  US
 AQ1816  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1816
 AQ1816                         *CURRENT SURVEY CONTROL
 AQ1816  ______________________________________________________________________
 AQ1816* NAD 83(1986) POSITION- 29 06 36.     (N) 080 56 41.     (W)   SCALED
 AQ1816* NAVD 88 ORTHO HEIGHT -     4.892 (meters)       16.05  (feet) ADJUSTED
 AQ1816  ______________________________________________________________________
 AQ1816  GEOID HEIGHT    -        -28.336 (meters)                     GEOID18
 AQ1816  DYNAMIC HEIGHT  -          4.885 (meters)       16.03  (feet) COMP
 AQ1816  MODELED GRAVITY -    979,267.1   (mgal)                       NAVD 88
 AQ1816
 AQ1816  VERT ORDER      -  SECOND    CLASS II
 AQ1816
 AQ1816.The horizontal coordinates were scaled from a map and have
 AQ1816.an estimated accuracy of +/- 6 seconds.
 AQ1816
 AQ1816.The orthometric height was determined by differential leveling and
 AQ1816.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1816.in June 1991.
 AQ1816
 AQ1816.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1816.GEOID18 height accuracy estimate available here.
 AQ1816
 AQ1816.Click photographs - Photos may exist for this station.
 AQ1816
 AQ1816.The dynamic height is computed by dividing the NAVD 88
 AQ1816.geopotential number by the normal gravity value computed on the
 AQ1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1816.degrees latitude (g = 980.6199 gals.).
 AQ1816
 AQ1816.The modeled gravity was interpolated from observed gravity values.
 AQ1816
 AQ1816;                    North         East    Units  Estimated Accuracy
 AQ1816;SPC FL E     -   529,220.      205,380.      MT  (+/- 180 meters Scaled)
 AQ1816
 AQ1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN053201(NAD 83)
 AQ1816
 AQ1816                          SUPERSEDED SURVEY CONTROL
 AQ1816
 AQ1816  NGVD 29 (09/01/92)    5.261  (m)           17.26   (f) ADJUSTED    2 2
 AQ1816
 AQ1816.Superseded values are not recommended for survey control.
 AQ1816
 AQ1816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1816.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1816
 AQ1816_MARKER: DD = SURVEY DISK
 AQ1816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1816_STAMPING: 79 78 A34 RM NO 2
 AQ1816_MARK LOGO: FLDT
 AQ1816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1816+STABILITY: SURFACE MOTION
 AQ1816
 AQ1816  HISTORY     - Date     Condition        Report By
 AQ1816  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1816  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1816  HISTORY     - 20260216 MARK NOT FOUND   GEOCAC
 AQ1816
 AQ1816                          STATION DESCRIPTION
 AQ1816
 AQ1816'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1816'4.5 MI SE FROM PORT ORANGE.
 AQ1816'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1816'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1816'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1816'3.2 MILES TO THE MARK, WHICH BEARS 26 FEET WEST OF THE CENTERLINE OF
 AQ1816'SOUTH ATLANTIC AVENUE, AND 70 FEET SOUTHWEST AND ACROSS ROAD FROM A
 AQ1816'POWERLINE POLE.
 AQ1816
 AQ1816                          STATION RECOVERY (1990)
 AQ1816
 AQ1816'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1816'MARK NOT FOUND.
 AQ1816
 AQ1816                          STATION RECOVERY (2026)
 AQ1816
 AQ1816'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1816'MARK NOT FOUND.  MEASUREMENTS FELL UNDER A CONCRETE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1818 ***********************************************************************
 AQ1818  DESIGNATION -  79 78 A 35
 AQ1818  PID         -  AQ1818
 AQ1818  STATE/COUNTY-  FL/VOLUSIA
 AQ1818  COUNTRY     -  US
 AQ1818  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1818
 AQ1818                         *CURRENT SURVEY CONTROL
 AQ1818  ______________________________________________________________________
 AQ1818* NAD 83(1986) POSITION- 29 07 07.     (N) 080 57 02.     (W)   SCALED
 AQ1818* NAVD 88 ORTHO HEIGHT -     4.087 (meters)       13.41  (feet) ADJUSTED
 AQ1818  ______________________________________________________________________
 AQ1818  GEOID HEIGHT    -        -28.343 (meters)                     GEOID18
 AQ1818  DYNAMIC HEIGHT  -          4.081 (meters)       13.39  (feet) COMP
 AQ1818  MODELED GRAVITY -    979,267.7   (mgal)                       NAVD 88
 AQ1818
 AQ1818  VERT ORDER      -  SECOND    CLASS II
 AQ1818
 AQ1818.The horizontal coordinates were scaled from a map and have
 AQ1818.an estimated accuracy of +/- 6 seconds.
 AQ1818
 AQ1818.The orthometric height was determined by differential leveling and
 AQ1818.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1818.in June 1991.
 AQ1818
 AQ1818.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1818.GEOID18 height accuracy estimate available here.
 AQ1818
 AQ1818.Click photographs - Photos may exist for this station.
 AQ1818
 AQ1818.The dynamic height is computed by dividing the NAVD 88
 AQ1818.geopotential number by the normal gravity value computed on the
 AQ1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1818.degrees latitude (g = 980.6199 gals.).
 AQ1818
 AQ1818.The modeled gravity was interpolated from observed gravity values.
 AQ1818
 AQ1818;                    North         East    Units  Estimated Accuracy
 AQ1818;SPC FL E     -   530,180.      204,810.      MT  (+/- 180 meters Scaled)
 AQ1818
 AQ1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN048211(NAD 83)
 AQ1818
 AQ1818                          SUPERSEDED SURVEY CONTROL
 AQ1818
 AQ1818  NGVD 29 (09/01/92)    4.457  (m)           14.62   (f) ADJUSTED    2 2
 AQ1818
 AQ1818.Superseded values are not recommended for survey control.
 AQ1818
 AQ1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1818.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1818
 AQ1818_MARKER: DD = SURVEY DISK
 AQ1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1818_STAMPING: 79 78 A35
 AQ1818_MARK LOGO: FLDNR
 AQ1818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1818+STABILITY: SURFACE MOTION
 AQ1818
 AQ1818  HISTORY     - Date     Condition        Report By
 AQ1818  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1818  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1818  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 AQ1818  HISTORY     - 20260216 MARK NOT FOUND   GEOCAC
 AQ1818
 AQ1818                          STATION DESCRIPTION
 AQ1818
 AQ1818'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1818'3.8 MI SE FROM PORT ORANGE.
 AQ1818'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1818'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1818'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1818'2.5 MILES TO THE INTERSECTION OF OLD CARRIAGE ROAD AND THE MARK. THE
 AQ1818'MARK BEARS 16.7 FEET WEST OF THE CENTERLINE OF SOUTH ATLANTIC AVENUE,
 AQ1818'51 FEET SOUTH OF THE CENTERLINE OF OLD CARRIAGE ROAD, AND 59.0 FEET
 AQ1818'SOUTH-SOUTHWEST AND ACROSS ROAD FROM A POWERLINE POLE. MARK IS A
 AQ1818'FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AQ1818'DEPARTMENT OF TRANSPORTATION.
 AQ1818
 AQ1818                          STATION RECOVERY (1990)
 AQ1818
 AQ1818'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1818'MARK NOT FOUND.
 AQ1818
 AQ1818                          STATION RECOVERY (1991)
 AQ1818
 AQ1818'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ1818'MARK NOT FOUND.
 AQ1818
 AQ1818                          STATION RECOVERY (2026)
 AQ1818
 AQ1818'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1818'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1817 ***********************************************************************
 AQ1817  DESIGNATION -  79 78 A 35 RM 1
 AQ1817  PID         -  AQ1817
 AQ1817  STATE/COUNTY-  FL/VOLUSIA
 AQ1817  COUNTRY     -  US
 AQ1817  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1817
 AQ1817                         *CURRENT SURVEY CONTROL
 AQ1817  ______________________________________________________________________
 AQ1817* NAD 83(1986) POSITION- 29 07 07.     (N) 080 57 02.     (W)   SCALED
 AQ1817* NAVD 88 ORTHO HEIGHT -     4.732 (meters)       15.52  (feet) ADJUSTED
 AQ1817  ______________________________________________________________________
 AQ1817  GEOID HEIGHT    -        -28.343 (meters)                     GEOID18
 AQ1817  DYNAMIC HEIGHT  -          4.726 (meters)       15.51  (feet) COMP
 AQ1817  MODELED GRAVITY -    979,267.7   (mgal)                       NAVD 88
 AQ1817
 AQ1817  VERT ORDER      -  SECOND    CLASS II
 AQ1817
 AQ1817.The horizontal coordinates were scaled from a map and have
 AQ1817.an estimated accuracy of +/- 6 seconds.
 AQ1817
 AQ1817.The orthometric height was determined by differential leveling and
 AQ1817.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1817.in June 1991.
 AQ1817
 AQ1817.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1817.GEOID18 height accuracy estimate available here.
 AQ1817
 AQ1817.Click photographs - Photos may exist for this station.
 AQ1817
 AQ1817.The dynamic height is computed by dividing the NAVD 88
 AQ1817.geopotential number by the normal gravity value computed on the
 AQ1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1817.degrees latitude (g = 980.6199 gals.).
 AQ1817
 AQ1817.The modeled gravity was interpolated from observed gravity values.
 AQ1817
 AQ1817;                    North         East    Units  Estimated Accuracy
 AQ1817;SPC FL E     -   530,180.      204,810.      MT  (+/- 180 meters Scaled)
 AQ1817
 AQ1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN048211(NAD 83)
 AQ1817
 AQ1817                          SUPERSEDED SURVEY CONTROL
 AQ1817
 AQ1817  NGVD 29 (09/01/92)    5.102  (m)           16.74   (f) ADJUSTED    2 2
 AQ1817
 AQ1817.Superseded values are not recommended for survey control.
 AQ1817
 AQ1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1817.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1817
 AQ1817_MARKER: DD = SURVEY DISK
 AQ1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1817_STAMPING: 79 78 A35 RM NO 1
 AQ1817_MARK LOGO: FLDT
 AQ1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1817+STABILITY: SURFACE MOTION
 AQ1817
 AQ1817  HISTORY     - Date     Condition        Report By
 AQ1817  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1817  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1817  HISTORY     - 19910510 GOOD             USPSQD
 AQ1817  HISTORY     - 20260216 MARK NOT FOUND   GEOCAC
 AQ1817
 AQ1817                          STATION DESCRIPTION
 AQ1817
 AQ1817'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1817'3.8 MI SE FROM PORT ORANGE.
 AQ1817'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1817'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1817'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTHATLANTIC AVENUE FOR
 AQ1817'2.5 MILES TO THE INTERSECTION OF OLD CARRIAGE ROAD AND THE MARK. THE
 AQ1817'MARK BEARS 38 FEET WEST OF THE CENTERLINE OF SOUTH ATLANTIC AVENUE,
 AQ1817'AND 85 FEET SOUTH OF THE CNETERLINE OF OLD CARRIAGE ROAD.
 AQ1817
 AQ1817                          STATION RECOVERY (1990)
 AQ1817
 AQ1817'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1817'MARK NOT FOUND.
 AQ1817
 AQ1817                          STATION RECOVERY (1991)
 AQ1817
 AQ1817'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ1817'RECOVERED IN GOOD CONDITION.
 AQ1817
 AQ1817                          STATION RECOVERY (2026)
 AQ1817
 AQ1817'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1817'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1819 ***********************************************************************
 AQ1819  DESIGNATION -  79 78 A 35 RM 2
 AQ1819  PID         -  AQ1819
 AQ1819  STATE/COUNTY-  FL/VOLUSIA
 AQ1819  COUNTRY     -  US
 AQ1819  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1819
 AQ1819                         *CURRENT SURVEY CONTROL
 AQ1819  ______________________________________________________________________
 AQ1819* NAD 83(1986) POSITION- 29 07 07.     (N) 080 57 02.     (W)   SCALED
 AQ1819* NAVD 88 ORTHO HEIGHT -     3.907 (meters)       12.82  (feet) ADJUSTED
 AQ1819  ______________________________________________________________________
 AQ1819  GEOID HEIGHT    -        -28.343 (meters)                     GEOID18
 AQ1819  DYNAMIC HEIGHT  -          3.902 (meters)       12.80  (feet) COMP
 AQ1819  MODELED GRAVITY -    979,267.7   (mgal)                       NAVD 88
 AQ1819
 AQ1819  VERT ORDER      -  SECOND    CLASS II
 AQ1819
 AQ1819.The horizontal coordinates were scaled from a map and have
 AQ1819.an estimated accuracy of +/- 6 seconds.
 AQ1819
 AQ1819.The orthometric height was determined by differential leveling and
 AQ1819.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1819.in June 1991.
 AQ1819
 AQ1819.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1819.GEOID18 height accuracy estimate available here.
 AQ1819
 AQ1819.Click photographs - Photos may exist for this station.
 AQ1819
 AQ1819.The dynamic height is computed by dividing the NAVD 88
 AQ1819.geopotential number by the normal gravity value computed on the
 AQ1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1819.degrees latitude (g = 980.6199 gals.).
 AQ1819
 AQ1819.The modeled gravity was interpolated from observed gravity values.
 AQ1819
 AQ1819;                    North         East    Units  Estimated Accuracy
 AQ1819;SPC FL E     -   530,180.      204,810.      MT  (+/- 180 meters Scaled)
 AQ1819
 AQ1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN048211(NAD 83)
 AQ1819
 AQ1819                          SUPERSEDED SURVEY CONTROL
 AQ1819
 AQ1819  NGVD 29 (09/01/92)    4.277  (m)           14.03   (f) ADJUSTED    2 2
 AQ1819
 AQ1819.Superseded values are not recommended for survey control.
 AQ1819
 AQ1819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1819.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1819
 AQ1819_MARKER: DD = SURVEY DISK
 AQ1819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1819_STAMPING: 79 78 A35 RM NO 2
 AQ1819_MARK LOGO: FLDT
 AQ1819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1819+STABILITY: SURFACE MOTION
 AQ1819
 AQ1819  HISTORY     - Date     Condition        Report By
 AQ1819  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1819  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1819  HISTORY     - 20260216 MARK NOT FOUND   GEOCAC
 AQ1819
 AQ1819                          STATION DESCRIPTION
 AQ1819
 AQ1819'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1819'3.8 MI SE FROM PORT ORANGE.
 AQ1819'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1819'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1819'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1819'2.5 MILES TO THE INTERSECTION OF OLD CARRIAGE ROAD AND THE MARK. THE
 AQ1819'MARK BEARS 35 FEET SOUTH OF THE CENTERLINE OF OLD CARRIAGE ROAD, 44
 AQ1819'FEET EAST OF A 10 INCH PALM TREE, AND 51 FEET WEST OF THE CENTERLINE
 AQ1819'OF SOUTH ATLANTIC AVENUE.
 AQ1819
 AQ1819                          STATION RECOVERY (1990)
 AQ1819
 AQ1819'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1819'MARK NOT FOUND.
 AQ1819
 AQ1819                          STATION RECOVERY (2026)
 AQ1819
 AQ1819'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1819'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1820 ***********************************************************************
 AQ1820  DESIGNATION -  79 78 A 36
 AQ1820  PID         -  AQ1820
 AQ1820  STATE/COUNTY-  FL/VOLUSIA
 AQ1820  COUNTRY     -  US
 AQ1820  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1820
 AQ1820                         *CURRENT SURVEY CONTROL
 AQ1820  ______________________________________________________________________
 AQ1820* NAD 83(1986) POSITION- 29 07 28.29   (N) 080 57 14.09   (W)   HD_HELD1
 AQ1820* NAVD 88 ORTHO HEIGHT -     4.844 (meters)       15.89  (feet) ADJUSTED
 AQ1820  ______________________________________________________________________
 AQ1820  GEOID HEIGHT    -        -28.347 (meters)                     GEOID18
 AQ1820  DYNAMIC HEIGHT  -          4.837 (meters)       15.87  (feet) COMP
 AQ1820  MODELED GRAVITY -    979,268.3   (mgal)                       NAVD 88
 AQ1820
 AQ1820  VERT ORDER      -  SECOND    CLASS I
 AQ1820
 AQ1820.The horizontal coordinates were determined by differentially corrected
 AQ1820.hand held GPS observations or other comparable positioning techniques
 AQ1820.and have an estimated accuracy of +/- 3 meters.
 AQ1820
 AQ1820.The orthometric height was determined by differential leveling and
 AQ1820.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1820.in December 2010.
 AQ1820
 AQ1820.No vertical observational check was made to the station.
 AQ1820
 AQ1820.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1820.GEOID18 height accuracy estimate available here.
 AQ1820
 AQ1820.Click photographs - Photos may exist for this station.
 AQ1820
 AQ1820.The dynamic height is computed by dividing the NAVD 88
 AQ1820.geopotential number by the normal gravity value computed on the
 AQ1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1820.degrees latitude (g = 980.6199 gals.).
 AQ1820
 AQ1820.The modeled gravity was interpolated from observed gravity values.
 AQ1820
 AQ1820;                    North         East    Units  Estimated Accuracy
 AQ1820;SPC FL E     -   530,832.1     204,484.9     MT  (+/- 3 meters HH1 GPS) 
 AQ1820
 AQ1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0448321782(NAD 83)
 AQ1820
 AQ1820                          SUPERSEDED SURVEY CONTROL
 AQ1820
 AQ1820  NAVD 88 (06/15/91)    4.859  (m)           15.94   (f) SUPERSEDED  2 2
 AQ1820  NGVD 29 (09/01/92)    5.228  (m)           17.15   (f) ADJUSTED    2 2
 AQ1820
 AQ1820.Superseded values are not recommended for survey control.
 AQ1820
 AQ1820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1820.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1820
 AQ1820_MARKER: DD = SURVEY DISK
 AQ1820_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AQ1820_STAMPING: 79 78 A36
 AQ1820_MARK LOGO: FLDNR
 AQ1820_PROJECTION: RECESSED 15 CENTIMETERS
 AQ1820_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1820+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2026
 AQ1820
 AQ1820  HISTORY     - Date     Condition        Report By
 AQ1820  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1820  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1820  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1820  HISTORY     - 20050119 GOOD             FLDEP
 AQ1820  HISTORY     - 20260216 GOOD             GEOCAC
 AQ1820
 AQ1820                          STATION DESCRIPTION
 AQ1820
 AQ1820'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1820'3.4 MI SE FROM PORT ORANGE.
 AQ1820'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1820'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1820'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1820'2.1 MILES TO THE INTERSECTION OF CURLEN STREET AND THE MARK. THE MARK
 AQ1820'BEARS 15.5 FEET WEST OF THE CENTERLINE OF SOUTH ATLANTIC AVENUE, 34.7
 AQ1820'FEET SOUTHWEST AND ACROSS ROAD FROM A FIRE HYDRANT, 40 FEET SOUTH OF
 AQ1820'THE CENTERLINE OF CURLEW STREET, AND 60 FEET SOUTH AND ACROSS ROAD
 AQ1820'FROM A POWERLINE POLE. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1820'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1820
 AQ1820                          STATION RECOVERY (1990)
 AQ1820
 AQ1820'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1820'MARK NOT FOUND.
 AQ1820
 AQ1820                          STATION RECOVERY (1995)
 AQ1820
 AQ1820'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1820'MARK NOT FOUND.
 AQ1820
 AQ1820                          STATION RECOVERY (2005)
 AQ1820
 AQ1820'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AQ1820'RECOVERED AS DESCRIBED.
 AQ1820
 AQ1820                          STATION RECOVERY (2026)
 AQ1820
 AQ1820'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1820'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1821 ***********************************************************************
 AQ1821  DESIGNATION -  79 78 A 37
 AQ1821  PID         -  AQ1821
 AQ1821  STATE/COUNTY-  FL/VOLUSIA
 AQ1821  COUNTRY     -  US
 AQ1821  USGS QUAD   -  PORT ORANGE (2018)
 AQ1821
 AQ1821                         *CURRENT SURVEY CONTROL
 AQ1821  ______________________________________________________________________
 AQ1821* NAD 83(1986) POSITION- 29 07 50.     (N) 080 57 26.     (W)   SCALED
 AQ1821* NAVD 88 ORTHO HEIGHT -     5.540 (meters)       18.18  (feet) ADJUSTED
 AQ1821  ______________________________________________________________________
 AQ1821  GEOID HEIGHT    -        -28.352 (meters)                     GEOID18
 AQ1821  DYNAMIC HEIGHT  -          5.533 (meters)       18.15  (feet) COMP
 AQ1821  MODELED GRAVITY -    979,269.0   (mgal)                       NAVD 88
 AQ1821
 AQ1821  VERT ORDER      -  SECOND    CLASS II
 AQ1821
 AQ1821.The horizontal coordinates were scaled from a map and have
 AQ1821.an estimated accuracy of +/- 6 seconds.
 AQ1821
 AQ1821.The orthometric height was determined by differential leveling and
 AQ1821.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1821.in June 1991.
 AQ1821
 AQ1821.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1821.GEOID18 height accuracy estimate available here.
 AQ1821
 AQ1821.Click photographs - Photos may exist for this station.
 AQ1821
 AQ1821.The dynamic height is computed by dividing the NAVD 88
 AQ1821.geopotential number by the normal gravity value computed on the
 AQ1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1821.degrees latitude (g = 980.6199 gals.).
 AQ1821
 AQ1821.The modeled gravity was interpolated from observed gravity values.
 AQ1821
 AQ1821;                    North         East    Units  Estimated Accuracy
 AQ1821;SPC FL E     -   531,500.      204,160.      MT  (+/- 180 meters Scaled)
 AQ1821
 AQ1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN041224(NAD 83)
 AQ1821
 AQ1821                          SUPERSEDED SURVEY CONTROL
 AQ1821
 AQ1821  NGVD 29 (09/01/92)    5.906  (m)           19.38   (f) ADJUSTED    2 2
 AQ1821
 AQ1821.Superseded values are not recommended for survey control.
 AQ1821
 AQ1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1821.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1821
 AQ1821_MARKER: DD = SURVEY DISK
 AQ1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1821_STAMPING: 79 78 A37
 AQ1821_MARK LOGO: FLDNR
 AQ1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1821+STABILITY: SURFACE MOTION
 AQ1821
 AQ1821  HISTORY     - Date     Condition        Report By
 AQ1821  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1821  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1821  HISTORY     - 20260216 MARK NOT FOUND   GEOCAC
 AQ1821
 AQ1821                          STATION DESCRIPTION
 AQ1821
 AQ1821'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1821'2.9 MI SE FROM PORT ORANGE.
 AQ1821'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1821'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1821'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1821'1.6 MILES TO THE MARK, WHICH IS JUST SOUTH OF A 2 STORY BLOCK HOUSE
 AQ1821'STREET NUMBER 4039. THE MARK BEARS 3.2 FEET WEST OF THE WEST EDGE OF
 AQ1821'SIDEWALK, 12 FEET SOUTHWEST OF A 15 INCH PALM TREE, 13.7 FEET EAST OF
 AQ1821'THE CENTERLINE OF SOUTH ATLANTIC AVENUE, 15.9 FEET SOUTH SOUTHEAST OF
 AQ1821'A POWERLINE POLE, AND 25 FEET SOUTH OF THE SOUTHWEST CORNER OF HOUSE.
 AQ1821'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1821'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1821
 AQ1821                          STATION RECOVERY (1990)
 AQ1821
 AQ1821'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1821'MARK NOT FOUND.
 AQ1821
 AQ1821                          STATION RECOVERY (2026)
 AQ1821
 AQ1821'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1821'MARK NOT FOUND.  MEASUREMENTS FELL UNDER A CONCRETE DRIVEWAY APRON.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1822 ***********************************************************************
 AQ1822  DESIGNATION -  79 78 A 38
 AQ1822  PID         -  AQ1822
 AQ1822  STATE/COUNTY-  FL/VOLUSIA
 AQ1822  COUNTRY     -  US
 AQ1822  USGS QUAD   -  PORT ORANGE (2018)
 AQ1822
 AQ1822                         *CURRENT SURVEY CONTROL
 AQ1822  ______________________________________________________________________
 AQ1822* NAD 83(1986) POSITION- 29 07 58.72   (N) 080 57 31.73   (W)   HD_HELD1
 AQ1822* NAVD 88 ORTHO HEIGHT -     4.943 (meters)       16.22  (feet) ADJUSTED
 AQ1822  ______________________________________________________________________
 AQ1822  GEOID HEIGHT    -        -28.354 (meters)                     GEOID18
 AQ1822  DYNAMIC HEIGHT  -          4.936 (meters)       16.19  (feet) COMP
 AQ1822  MODELED GRAVITY -    979,269.3   (mgal)                       NAVD 88
 AQ1822
 AQ1822  VERT ORDER      -  SECOND    CLASS I
 AQ1822
 AQ1822.The horizontal coordinates were determined by differentially corrected
 AQ1822.hand held GPS observations or other comparable positioning techniques
 AQ1822.and have an estimated accuracy of +/- 3 meters.
 AQ1822
 AQ1822.The orthometric height was determined by differential leveling and
 AQ1822.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1822.in December 2010.
 AQ1822
 AQ1822.No vertical observational check was made to the station.
 AQ1822
 AQ1822.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1822.GEOID18 height accuracy estimate available here.
 AQ1822
 AQ1822.Click photographs - Photos may exist for this station.
 AQ1822
 AQ1822.The dynamic height is computed by dividing the NAVD 88
 AQ1822.geopotential number by the normal gravity value computed on the
 AQ1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1822.degrees latitude (g = 980.6199 gals.).
 AQ1822
 AQ1822.The modeled gravity was interpolated from observed gravity values.
 AQ1822
 AQ1822;                    North         East    Units  Estimated Accuracy
 AQ1822;SPC FL E     -   531,768.7     204,007.7     MT  (+/- 3 meters HH1 GPS) 
 AQ1822
 AQ1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0400622719(NAD 83)
 AQ1822
 AQ1822                          SUPERSEDED SURVEY CONTROL
 AQ1822
 AQ1822  NAVD 88 (06/15/91)    4.972  (m)           16.31   (f) SUPERSEDED  2 2
 AQ1822  NGVD 29 (09/01/92)    5.337  (m)           17.51   (f) ADJUSTED    2 2
 AQ1822
 AQ1822.Superseded values are not recommended for survey control.
 AQ1822
 AQ1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1822.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1822
 AQ1822_MARKER: DD = SURVEY DISK
 AQ1822_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AQ1822_STAMPING: 79 78 A38
 AQ1822_MARK LOGO: FLDNR
 AQ1822_PROJECTION: FLUSH
 AQ1822_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1822_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1822+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2026
 AQ1822
 AQ1822  HISTORY     - Date     Condition        Report By
 AQ1822  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1822  HISTORY     - 1990     GOOD             USPSQD
 AQ1822  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1822  HISTORY     - 20050119 GOOD             FLDEP
 AQ1822  HISTORY     - 20260216 GOOD             GEOCAC
 AQ1822
 AQ1822                          STATION DESCRIPTION
 AQ1822
 AQ1822'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1822'2.7 MI SE FROM PORT ORANGE.
 AQ1822'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1822'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1822'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1822'1.4 MILES TO THE INTERSECTION OF MALLARD STREET AND THE MARK. THE MARK
 AQ1822'BEARS 16.5 FEET SOUTH OF THE CENTERLINE OF MALLARD STREET, 35 FEET
 AQ1822'WEST OF THE CENTERLINE OF SOUTH ATLANTIC AVENUE, 56.3 FEET NORTH OF
 AQ1822'THE NORTH EDGE OF CONCRETE DRIVEWAY, AND 81 FEET NORTHEAST OF THE
 AQ1822'NORTHEAST CORNER OF A BLOCK HOUSE. MARK IS A FLORIDA DEPARTMENT OF
 AQ1822'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1822'TRANSPORTATION.
 AQ1822
 AQ1822                          STATION RECOVERY (1990)
 AQ1822
 AQ1822'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1822'RECOVERED IN GOOD CONDITION.
 AQ1822
 AQ1822                          STATION RECOVERY (1995)
 AQ1822
 AQ1822'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1822'MARK NOT FOUND.
 AQ1822
 AQ1822                          STATION RECOVERY (2005)
 AQ1822
 AQ1822'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AQ1822'RECOVERED AS DESCRIBED.
 AQ1822
 AQ1822                          STATION RECOVERY (2026)
 AQ1822
 AQ1822'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1822'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1823 ***********************************************************************
 AQ1823  DESIGNATION -  79 78 A 38 RM 1
 AQ1823  PID         -  AQ1823
 AQ1823  STATE/COUNTY-  FL/VOLUSIA
 AQ1823  COUNTRY     -  US
 AQ1823  USGS QUAD   -  PORT ORANGE (2018)
 AQ1823
 AQ1823                         *CURRENT SURVEY CONTROL
 AQ1823  ______________________________________________________________________
 AQ1823* NAD 83(1986) POSITION- 29 07 59.     (N) 080 57 32.     (W)   SCALED
 AQ1823* NAVD 88 ORTHO HEIGHT -     5.199 (meters)       17.06  (feet) ADJUSTED
 AQ1823  ______________________________________________________________________
 AQ1823  GEOID HEIGHT    -        -28.354 (meters)                     GEOID18
 AQ1823  DYNAMIC HEIGHT  -          5.191 (meters)       17.03  (feet) COMP
 AQ1823  MODELED GRAVITY -    979,269.3   (mgal)                       NAVD 88
 AQ1823
 AQ1823  VERT ORDER      -  SECOND    CLASS II
 AQ1823
 AQ1823.The horizontal coordinates were scaled from a map and have
 AQ1823.an estimated accuracy of +/- 6 seconds.
 AQ1823
 AQ1823.The orthometric height was determined by differential leveling and
 AQ1823.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1823.in June 1991.
 AQ1823
 AQ1823.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1823.GEOID18 height accuracy estimate available here.
 AQ1823
 AQ1823.Click photographs - Photos may exist for this station.
 AQ1823
 AQ1823.The dynamic height is computed by dividing the NAVD 88
 AQ1823.geopotential number by the normal gravity value computed on the
 AQ1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1823.degrees latitude (g = 980.6199 gals.).
 AQ1823
 AQ1823.The modeled gravity was interpolated from observed gravity values.
 AQ1823
 AQ1823;                    North         East    Units  Estimated Accuracy
 AQ1823;SPC FL E     -   531,780.      204,000.      MT  (+/- 180 meters Scaled)
 AQ1823
 AQ1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN039227(NAD 83)
 AQ1823
 AQ1823                          SUPERSEDED SURVEY CONTROL
 AQ1823
 AQ1823  NGVD 29 (09/01/92)    5.563  (m)           18.25   (f) ADJUSTED    2 2
 AQ1823
 AQ1823.Superseded values are not recommended for survey control.
 AQ1823
 AQ1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1823.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1823
 AQ1823_MARKER: DD = SURVEY DISK
 AQ1823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1823_STAMPING: 79 78 A38 RM NO 1
 AQ1823_MARK LOGO: FLDT
 AQ1823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1823+STABILITY: SURFACE MOTION
 AQ1823
 AQ1823  HISTORY     - Date     Condition        Report By
 AQ1823  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1823  HISTORY     - 1990     GOOD             USPSQD
 AQ1823  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1823  HISTORY     - 20260216 MARK NOT FOUND   GEOCAC
 AQ1823
 AQ1823                          STATION DESCRIPTION
 AQ1823
 AQ1823'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1823'2.7 MI SE FROM PORT ORANGE.
 AQ1823'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1823'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1823'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1823'1.4 MILES TO THE INTERSECTION OF MALLARD STREET AND THE MARK. THE MARK
 AQ1823'BEARS 14.7 FEET SOUTH OF THE CENTERLINE OF MALLARD STREET, 60 FEET
 AQ1823'NORTH OF THE NORTH EDGE OF CONCRETE DRIVEWAY AND 60 FEET WEST OF THE
 AQ1823'CENTERLINE OF SOUTH ATLANTIC AVENUE.
 AQ1823
 AQ1823                          STATION RECOVERY (1990)
 AQ1823
 AQ1823'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1823'RECOVERED IN GOOD CONDITION.
 AQ1823
 AQ1823                          STATION RECOVERY (1995)
 AQ1823
 AQ1823'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1823'MARK NOT FOUND.
 AQ1823
 AQ1823                          STATION RECOVERY (2026)
 AQ1823
 AQ1823'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1823'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1824 ***********************************************************************
 AQ1824  DESIGNATION -  79 78 A 38 RM 2
 AQ1824  PID         -  AQ1824
 AQ1824  STATE/COUNTY-  FL/VOLUSIA
 AQ1824  COUNTRY     -  US
 AQ1824  USGS QUAD   -  PORT ORANGE (2018)
 AQ1824
 AQ1824                         *CURRENT SURVEY CONTROL
 AQ1824  ______________________________________________________________________
 AQ1824* NAD 83(1986) POSITION- 29 07 59.     (N) 080 57 32.     (W)   SCALED
 AQ1824* NAVD 88 ORTHO HEIGHT -     5.224 (meters)       17.14  (feet) ADJUSTED
 AQ1824  ______________________________________________________________________
 AQ1824  GEOID HEIGHT    -        -28.354 (meters)                     GEOID18
 AQ1824  DYNAMIC HEIGHT  -          5.217 (meters)       17.12  (feet) COMP
 AQ1824  MODELED GRAVITY -    979,269.3   (mgal)                       NAVD 88
 AQ1824
 AQ1824  VERT ORDER      -  SECOND    CLASS II
 AQ1824
 AQ1824.The horizontal coordinates were scaled from a map and have
 AQ1824.an estimated accuracy of +/- 6 seconds.
 AQ1824
 AQ1824.The orthometric height was determined by differential leveling and
 AQ1824.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1824.in June 1991.
 AQ1824
 AQ1824.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1824.GEOID18 height accuracy estimate available here.
 AQ1824
 AQ1824.Click photographs - Photos may exist for this station.
 AQ1824
 AQ1824.The dynamic height is computed by dividing the NAVD 88
 AQ1824.geopotential number by the normal gravity value computed on the
 AQ1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1824.degrees latitude (g = 980.6199 gals.).
 AQ1824
 AQ1824.The modeled gravity was interpolated from observed gravity values.
 AQ1824
 AQ1824;                    North         East    Units  Estimated Accuracy
 AQ1824;SPC FL E     -   531,780.      204,000.      MT  (+/- 180 meters Scaled)
 AQ1824
 AQ1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN039227(NAD 83)
 AQ1824
 AQ1824                          SUPERSEDED SURVEY CONTROL
 AQ1824
 AQ1824  NGVD 29 (09/01/92)    5.588  (m)           18.33   (f) ADJUSTED    2 2
 AQ1824
 AQ1824.Superseded values are not recommended for survey control.
 AQ1824
 AQ1824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1824.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1824
 AQ1824_MARKER: DD = SURVEY DISK
 AQ1824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1824_STAMPING: 79 78 A38 RM NO 2
 AQ1824_MARK LOGO: FLDT
 AQ1824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1824+STABILITY: SURFACE MOTION
 AQ1824
 AQ1824  HISTORY     - Date     Condition        Report By
 AQ1824  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1824  HISTORY     - 1990     GOOD             USPSQD
 AQ1824  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1824  HISTORY     - 20260216 MARK NOT FOUND   GEOCAC
 AQ1824
 AQ1824                          STATION DESCRIPTION
 AQ1824
 AQ1824'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1824'2.7 MI SE FROM PORT ORANGE.
 AQ1824'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1824'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1824'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1824'1.4 MILES TO THE INTERSECTION OF MALLARD STREET AND THE MARK. THE MARK
 AQ1824'BEARS 19.3 FEET NORTH OF THE CENTERLINE OF MALLARD STREET, 26.3 FEET
 AQ1824'SOUTHWEST OF CONCRETE POST FOR MAILBOX, AND 40 FEET WEST OF THE CENTER
 AQ1824'LINE OF SOUTH ATLANTIC AVENUE.
 AQ1824
 AQ1824                          STATION RECOVERY (1990)
 AQ1824
 AQ1824'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1824'RECOVERED IN GOOD CONDITION.
 AQ1824
 AQ1824                          STATION RECOVERY (1995)
 AQ1824
 AQ1824'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1824'MARK NOT FOUND.
 AQ1824
 AQ1824                          STATION RECOVERY (2026)
 AQ1824
 AQ1824'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1824'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1825 ***********************************************************************
 AQ1825  DESIGNATION -  79 78 A 39
 AQ1825  PID         -  AQ1825
 AQ1825  STATE/COUNTY-  FL/VOLUSIA
 AQ1825  COUNTRY     -  US
 AQ1825  USGS QUAD   -  PORT ORANGE (2018)
 AQ1825
 AQ1825                         *CURRENT SURVEY CONTROL
 AQ1825  ______________________________________________________________________
 AQ1825* NAD 83(1986) POSITION- 29 08 08.     (N) 080 57 36.     (W)   SCALED
 AQ1825* NAVD 88 ORTHO HEIGHT -     5.012 (meters)       16.44  (feet) ADJUSTED
 AQ1825  ______________________________________________________________________
 AQ1825  GEOID HEIGHT    -        -28.355 (meters)                     GEOID18
 AQ1825  DYNAMIC HEIGHT  -          5.005 (meters)       16.42  (feet) COMP
 AQ1825  MODELED GRAVITY -    979,269.6   (mgal)                       NAVD 88
 AQ1825
 AQ1825  VERT ORDER      -  SECOND    CLASS II
 AQ1825
 AQ1825.The horizontal coordinates were scaled from a map and have
 AQ1825.an estimated accuracy of +/- 6 seconds.
 AQ1825
 AQ1825.The orthometric height was determined by differential leveling and
 AQ1825.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1825.in June 1991.
 AQ1825
 AQ1825.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1825.GEOID18 height accuracy estimate available here.
 AQ1825
 AQ1825.Click photographs - Photos may exist for this station.
 AQ1825
 AQ1825.The dynamic height is computed by dividing the NAVD 88
 AQ1825.geopotential number by the normal gravity value computed on the
 AQ1825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1825.degrees latitude (g = 980.6199 gals.).
 AQ1825
 AQ1825.The modeled gravity was interpolated from observed gravity values.
 AQ1825
 AQ1825;                    North         East    Units  Estimated Accuracy
 AQ1825;SPC FL E     -   532,050.      203,890.      MT  (+/- 180 meters Scaled)
 AQ1825
 AQ1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN038230(NAD 83)
 AQ1825
 AQ1825                          SUPERSEDED SURVEY CONTROL
 AQ1825
 AQ1825  NGVD 29 (09/01/92)    5.375  (m)           17.63   (f) ADJUSTED    2 2
 AQ1825
 AQ1825.Superseded values are not recommended for survey control.
 AQ1825
 AQ1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1825.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1825
 AQ1825_MARKER: DD = SURVEY DISK
 AQ1825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1825_STAMPING: 79 78 A39
 AQ1825_MARK LOGO: FLDNR
 AQ1825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1825+STABILITY: SURFACE MOTION
 AQ1825
 AQ1825  HISTORY     - Date     Condition        Report By
 AQ1825  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1825  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1825
 AQ1825                          STATION DESCRIPTION
 AQ1825
 AQ1825'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1825'2.5 MI SE FROM PORT ORANGE.
 AQ1825'BEGIN AT THE INTERSECTION OD STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1825'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1825'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1825'1.2 MILES TO THE MARK. THE MARK BEARS 2.8 FEET SOUTH OF POST FOR A
 AQ1825'MAILBOX, 17.6 FEET WEST SOUTHWEST OF POWERLINE POLE, 19.3 FEET EAST OF
 AQ1825'THE CENTERLINE OF SOUTH ATLANTIC AVENUE, AND 70.6 FEET SOUTH OF THE
 AQ1825'SOUTH EDGE OF A CONCRETE DRIVEWAY. MARK IS A FLORIDA DEPARTMENT OF
 AQ1825'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1825'TRANSPORTATION.
 AQ1825
 AQ1825                          STATION RECOVERY (1990)
 AQ1825
 AQ1825'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1825'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1826 ***********************************************************************
 AQ1826  DESIGNATION -  79 78 A 40
 AQ1826  PID         -  AQ1826
 AQ1826  STATE/COUNTY-  FL/VOLUSIA
 AQ1826  COUNTRY     -  US
 AQ1826  USGS QUAD   -  PORT ORANGE (2018)
 AQ1826
 AQ1826                         *CURRENT SURVEY CONTROL
 AQ1826  ______________________________________________________________________
 AQ1826* NAD 83(1986) POSITION- 29 08 15.     (N) 080 57 42.     (W)   SCALED
 AQ1826* NAVD 88 ORTHO HEIGHT -     5.490 (meters)       18.01  (feet) ADJUSTED
 AQ1826  ______________________________________________________________________
 AQ1826  GEOID HEIGHT    -        -28.357 (meters)                     GEOID18
 AQ1826  DYNAMIC HEIGHT  -          5.482 (meters)       17.99  (feet) COMP
 AQ1826  MODELED GRAVITY -    979,269.8   (mgal)                       NAVD 88
 AQ1826
 AQ1826  VERT ORDER      -  SECOND    CLASS II
 AQ1826
 AQ1826.The horizontal coordinates were scaled from a map and have
 AQ1826.an estimated accuracy of +/- 6 seconds.
 AQ1826
 AQ1826.The orthometric height was determined by differential leveling and
 AQ1826.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1826.in June 1991.
 AQ1826
 AQ1826.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1826.GEOID18 height accuracy estimate available here.
 AQ1826
 AQ1826.Click photographs - Photos may exist for this station.
 AQ1826
 AQ1826.The dynamic height is computed by dividing the NAVD 88
 AQ1826.geopotential number by the normal gravity value computed on the
 AQ1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1826.degrees latitude (g = 980.6199 gals.).
 AQ1826
 AQ1826.The modeled gravity was interpolated from observed gravity values.
 AQ1826
 AQ1826;                    North         East    Units  Estimated Accuracy
 AQ1826;SPC FL E     -   532,270.      203,730.      MT  (+/- 180 meters Scaled)
 AQ1826
 AQ1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN037232(NAD 83)
 AQ1826
 AQ1826                          SUPERSEDED SURVEY CONTROL
 AQ1826
 AQ1826  NGVD 29 (09/01/92)    5.854  (m)           19.21   (f) ADJUSTED    2 2
 AQ1826
 AQ1826.Superseded values are not recommended for survey control.
 AQ1826
 AQ1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1826.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1826
 AQ1826_MARKER: DD = SURVEY DISK
 AQ1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1826_STAMPING: 79 78 A40
 AQ1826_MARK LOGO: FLDNR
 AQ1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1826+STABILITY: SURFACE MOTION
 AQ1826
 AQ1826  HISTORY     - Date     Condition        Report By
 AQ1826  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1826  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1826  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1826
 AQ1826                          STATION DESCRIPTION
 AQ1826
 AQ1826'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1826'2.4 MI SE FROM PORT ORANGE.
 AQ1826'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1826'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1826'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1826'1.1 MILES TO THE MARK. THE MARK BEARS 6.8 FEET EAST OF A FIRE HYDRANT,
 AQ1826'11.6 FEET NORTHWEST OF POWERLINE POLE, 17.3 FEET WEST OF THE CENTER
 AQ1826'LINE OF SOUTH ATLANTIC AVENUE, 26.6 FEET NORTHWEST OF THE CENTER OF
 AQ1826'DIRT DRIVEWAY, AND 43.7 FEET WEST AND ACROSS ROAD FROM A POWERLINE
 AQ1826'POLE. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AQ1826'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1826
 AQ1826                          STATION RECOVERY (1990)
 AQ1826
 AQ1826'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1826'MARK NOT FOUND.
 AQ1826
 AQ1826                          STATION RECOVERY (1995)
 AQ1826
 AQ1826'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1826'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1828 ***********************************************************************
 AQ1828  DESIGNATION -  79 78 A 41
 AQ1828  PID         -  AQ1828
 AQ1828  STATE/COUNTY-  FL/VOLUSIA
 AQ1828  COUNTRY     -  US
 AQ1828  USGS QUAD   -  PORT ORANGE (2018)
 AQ1828
 AQ1828                         *CURRENT SURVEY CONTROL
 AQ1828  ______________________________________________________________________
 AQ1828* NAD 83(1986) POSITION- 29 08 40.     (N) 080 57 56.     (W)   SCALED
 AQ1828* NAVD 88 ORTHO HEIGHT -     6.118 (meters)       20.07  (feet) ADJUSTED
 AQ1828  ______________________________________________________________________
 AQ1828  GEOID HEIGHT    -        -28.361 (meters)                     GEOID18
 AQ1828  DYNAMIC HEIGHT  -          6.109 (meters)       20.04  (feet) COMP
 AQ1828  MODELED GRAVITY -    979,270.6   (mgal)                       NAVD 88
 AQ1828
 AQ1828  VERT ORDER      -  SECOND    CLASS II
 AQ1828
 AQ1828.The horizontal coordinates were scaled from a map and have
 AQ1828.an estimated accuracy of +/- 6 seconds.
 AQ1828
 AQ1828.The orthometric height was determined by differential leveling and
 AQ1828.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1828.in June 1991.
 AQ1828
 AQ1828.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1828.GEOID18 height accuracy estimate available here.
 AQ1828
 AQ1828.Click photographs - Photos may exist for this station.
 AQ1828
 AQ1828.The dynamic height is computed by dividing the NAVD 88
 AQ1828.geopotential number by the normal gravity value computed on the
 AQ1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1828.degrees latitude (g = 980.6199 gals.).
 AQ1828
 AQ1828.The modeled gravity was interpolated from observed gravity values.
 AQ1828
 AQ1828;                    North         East    Units  Estimated Accuracy
 AQ1828;SPC FL E     -   533,040.      203,350.      MT  (+/- 180 meters Scaled)
 AQ1828
 AQ1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN033239(NAD 83)
 AQ1828
 AQ1828                          SUPERSEDED SURVEY CONTROL
 AQ1828
 AQ1828  NGVD 29 (09/01/92)    6.486  (m)           21.28   (f) ADJUSTED    2 2
 AQ1828
 AQ1828.Superseded values are not recommended for survey control.
 AQ1828
 AQ1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1828.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1828
 AQ1828_MARKER: DD = SURVEY DISK
 AQ1828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1828_STAMPING: 79 78 A41
 AQ1828_MARK LOGO: FLDNR
 AQ1828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1828+STABILITY: SURFACE MOTION
 AQ1828
 AQ1828  HISTORY     - Date     Condition        Report By
 AQ1828  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1828  HISTORY     - 19900120 MARK NOT FOUND   USPSQD
 AQ1828
 AQ1828                          STATION DESCRIPTION
 AQ1828
 AQ1828'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1828'1.8 MI EAST FROM PORT ORANGE.
 AQ1828'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1828'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1828'SOUTH ATLANTIC AVENUE , THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1828'0.5 MILE TO THE MARK. THE MARK BEARS 14.8 FEET SOUTHWEST OF A UTILITY
 AQ1828'POLE, 17.5 FEET WEST SOUTHWEST OF CENTER OF A WATERLINE COVER, 21.2
 AQ1828'FEET SOUTH OF THE NORTHWEST CORNER OF A MOTEL GARAGE. MARK IS A
 AQ1828'FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AQ1828'DEPARTMENT OF TRANSPORTATION.
 AQ1828
 AQ1828                          STATION RECOVERY (1990)
 AQ1828
 AQ1828'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1828'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1829 ***********************************************************************
 AQ1829  DESIGNATION -  79 78 A 41 RM 1
 AQ1829  PID         -  AQ1829
 AQ1829  STATE/COUNTY-  FL/VOLUSIA
 AQ1829  COUNTRY     -  US
 AQ1829  USGS QUAD   -  PORT ORANGE (2018)
 AQ1829
 AQ1829                         *CURRENT SURVEY CONTROL
 AQ1829  ______________________________________________________________________
 AQ1829* NAD 83(1986) POSITION- 29 08 40.     (N) 080 57 56.     (W)   SCALED
 AQ1829* NAVD 88 ORTHO HEIGHT -     6.145 (meters)       20.16  (feet) ADJUSTED
 AQ1829  ______________________________________________________________________
 AQ1829  GEOID HEIGHT    -        -28.361 (meters)                     GEOID18
 AQ1829  DYNAMIC HEIGHT  -          6.137 (meters)       20.13  (feet) COMP
 AQ1829  MODELED GRAVITY -    979,270.6   (mgal)                       NAVD 88
 AQ1829
 AQ1829  VERT ORDER      -  SECOND    CLASS II
 AQ1829
 AQ1829.The horizontal coordinates were scaled from a map and have
 AQ1829.an estimated accuracy of +/- 6 seconds.
 AQ1829
 AQ1829.The orthometric height was determined by differential leveling and
 AQ1829.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1829.in June 1991.
 AQ1829
 AQ1829.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1829.GEOID18 height accuracy estimate available here.
 AQ1829
 AQ1829.Click photographs - Photos may exist for this station.
 AQ1829
 AQ1829.The dynamic height is computed by dividing the NAVD 88
 AQ1829.geopotential number by the normal gravity value computed on the
 AQ1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1829.degrees latitude (g = 980.6199 gals.).
 AQ1829
 AQ1829.The modeled gravity was interpolated from observed gravity values.
 AQ1829
 AQ1829;                    North         East    Units  Estimated Accuracy
 AQ1829;SPC FL E     -   533,040.      203,350.      MT  (+/- 180 meters Scaled)
 AQ1829
 AQ1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN033239(NAD 83)
 AQ1829
 AQ1829                          SUPERSEDED SURVEY CONTROL
 AQ1829
 AQ1829  NGVD 29 (09/01/92)    6.513  (m)           21.37   (f) ADJUSTED    2 2
 AQ1829
 AQ1829.Superseded values are not recommended for survey control.
 AQ1829
 AQ1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1829.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1829
 AQ1829_MARKER: DD = SURVEY DISK
 AQ1829_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1829_SP_SET: ASPHALT CURB
 AQ1829_STAMPING: 79 78 A41 RM NO 1
 AQ1829_MARK LOGO: FLDT
 AQ1829_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1829
 AQ1829  HISTORY     - Date     Condition        Report By
 AQ1829  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1829  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1829
 AQ1829                          STATION DESCRIPTION
 AQ1829
 AQ1829'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1829'1.8 MI EAST FROM PORT ORANGE.
 AQ1829'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1829'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1829'ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR 0.5
 AQ1829'MILE TO THE MARK, WHICH BEARS 13.2 FEET WEST OF THE NORTHWEST CORNER
 AQ1829'OF MOTEL GARAGE, 23 FEET SOUTHEAST OF CENTER OF MOTEL DRIVEWAY, AND 31
 AQ1829'FEET NORTHEAST OF THE CENTERLINE OF SOUTH ATLANTIC AVENUE.
 AQ1829
 AQ1829                          STATION RECOVERY (1990)
 AQ1829
 AQ1829'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1829'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1827 ***********************************************************************
 AQ1827  DESIGNATION -  79 78 A 41 RM 2
 AQ1827  PID         -  AQ1827
 AQ1827  STATE/COUNTY-  FL/VOLUSIA
 AQ1827  COUNTRY     -  US
 AQ1827  USGS QUAD   -  PORT ORANGE (2018)
 AQ1827
 AQ1827                         *CURRENT SURVEY CONTROL
 AQ1827  ______________________________________________________________________
 AQ1827* NAD 83(1986) POSITION- 29 08 40.     (N) 080 57 56.     (W)   SCALED
 AQ1827* NAVD 88 ORTHO HEIGHT -     6.276 (meters)       20.59  (feet) ADJUSTED
 AQ1827  ______________________________________________________________________
 AQ1827  GEOID HEIGHT    -        -28.361 (meters)                     GEOID18
 AQ1827  DYNAMIC HEIGHT  -          6.267 (meters)       20.56  (feet) COMP
 AQ1827  MODELED GRAVITY -    979,270.6   (mgal)                       NAVD 88
 AQ1827
 AQ1827  VERT ORDER      -  SECOND    CLASS II
 AQ1827
 AQ1827.The horizontal coordinates were scaled from a map and have
 AQ1827.an estimated accuracy of +/- 6 seconds.
 AQ1827
 AQ1827.The orthometric height was determined by differential leveling and
 AQ1827.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1827.in June 1991.
 AQ1827
 AQ1827.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1827.GEOID18 height accuracy estimate available here.
 AQ1827
 AQ1827.Click photographs - Photos may exist for this station.
 AQ1827
 AQ1827.The dynamic height is computed by dividing the NAVD 88
 AQ1827.geopotential number by the normal gravity value computed on the
 AQ1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1827.degrees latitude (g = 980.6199 gals.).
 AQ1827
 AQ1827.The modeled gravity was interpolated from observed gravity values.
 AQ1827
 AQ1827;                    North         East    Units  Estimated Accuracy
 AQ1827;SPC FL E     -   533,040.      203,350.      MT  (+/- 180 meters Scaled)
 AQ1827
 AQ1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN033239(NAD 83)
 AQ1827
 AQ1827                          SUPERSEDED SURVEY CONTROL
 AQ1827
 AQ1827  NGVD 29 (09/01/92)    6.643  (m)           21.79   (f) ADJUSTED    2 2
 AQ1827
 AQ1827.Superseded values are not recommended for survey control.
 AQ1827
 AQ1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1827.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1827
 AQ1827_MARKER: DD = SURVEY DISK
 AQ1827_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1827_SP_SET: ASPHALT
 AQ1827_STAMPING: 79 78 A41 RM NO 2
 AQ1827_MARK LOGO: FLDT
 AQ1827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1827
 AQ1827  HISTORY     - Date     Condition        Report By
 AQ1827  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1827  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1827
 AQ1827                          STATION DESCRIPTION
 AQ1827
 AQ1827'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1827'1.8 MI EAST FROM PORT ORANGE.
 AQ1827'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1827'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1827'SOUTH ATLANTIC AVENUE, THENCE SOUTHEAST ON SOUTH ATLANTIC AVENUE FOR
 AQ1827'0.5 MILE TO THE MARK. THE MARK BEARS 20 FEET NORTHWEST OF THE CENTER
 AQ1827'LINE OF MOTEL DRIVEWAY, 22.2 FEET SOUTHEAST OF CENTERLINE OF A WATER
 AQ1827'LINE COVER, AND 34.4 FEET NORTHEAST OF THE CENTERLINE OF SOUTH
 AQ1827'ATLANTIC AVENUE.
 AQ1827
 AQ1827                          STATION RECOVERY (1990)
 AQ1827
 AQ1827'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1827'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1830 ***********************************************************************
 AQ1830  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1830  DESIGNATION -  79 78 A 42
 AQ1830  PID         -  AQ1830
 AQ1830  STATE/COUNTY-  FL/VOLUSIA
 AQ1830  COUNTRY     -  US
 AQ1830  USGS QUAD   -  PORT ORANGE (2018)
 AQ1830
 AQ1830                         *CURRENT SURVEY CONTROL
 AQ1830  ______________________________________________________________________
 AQ1830* NAD 83(1986) POSITION- 29 09 02.     (N) 080 58 08.     (W)   SCALED
 AQ1830* NAVD 88 ORTHO HEIGHT -     5.064 (meters)       16.61  (feet) ADJUSTED
 AQ1830  ______________________________________________________________________
 AQ1830  GEOID HEIGHT    -        -28.364 (meters)                     GEOID18
 AQ1830  DYNAMIC HEIGHT  -          5.057 (meters)       16.59  (feet) COMP
 AQ1830  MODELED GRAVITY -    979,271.5   (mgal)                       NAVD 88
 AQ1830
 AQ1830  VERT ORDER      -  FIRST     CLASS II
 AQ1830
 AQ1830.The horizontal coordinates were scaled from a map and have
 AQ1830.an estimated accuracy of +/- 6 seconds.
 AQ1830
 AQ1830.The orthometric height was determined by differential leveling and
 AQ1830.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1830.in June 1991.
 AQ1830
 AQ1830.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1830.GEOID18 height accuracy estimate available here.
 AQ1830
 AQ1830.This Tidal Bench Mark is designated as VM 5283
 AQ1830.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1830
 AQ1830.Click photographs - Photos may exist for this station.
 AQ1830
 AQ1830.The dynamic height is computed by dividing the NAVD 88
 AQ1830.geopotential number by the normal gravity value computed on the
 AQ1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1830.degrees latitude (g = 980.6199 gals.).
 AQ1830
 AQ1830.The modeled gravity was interpolated from observed gravity values.
 AQ1830
 AQ1830;                    North         East    Units  Estimated Accuracy
 AQ1830;SPC FL E     -   533,720.      203,030.      MT  (+/- 180 meters Scaled)
 AQ1830
 AQ1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN030246(NAD 83)
 AQ1830
 AQ1830                          SUPERSEDED SURVEY CONTROL
 AQ1830
 AQ1830  NGVD 29 (09/01/92)    5.428  (m)           17.81   (f) ADJUSTED    1 2
 AQ1830
 AQ1830.Superseded values are not recommended for survey control.
 AQ1830
 AQ1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1830.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1830
 AQ1830_MARKER: DD = SURVEY DISK
 AQ1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1830_STAMPING: 79 78 A 42
 AQ1830_MARK LOGO: FLDNR
 AQ1830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1830+STABILITY: SURFACE MOTION
 AQ1830_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1830+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1991
 AQ1830
 AQ1830  HISTORY     - Date     Condition        Report By
 AQ1830  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1830  HISTORY     - 1990     GOOD             USPSQD
 AQ1830  HISTORY     - 19910314 GOOD             NGS
 AQ1830  HISTORY     - 20260219 MARK NOT FOUND   GEOCAC
 AQ1830
 AQ1830                          STATION DESCRIPTION
 AQ1830
 AQ1830'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1830'1.3 MI EAST FROM VOLUSIA.
 AQ1830'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1830'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1830'ATLANTIC AVENUE, THENCE SOUTH EAST ON SOUTH ATLANTIC AVENUE FOR 250
 AQ1830'FEET TO THE MARK. THE MARK BEARS 4.2 FEET NORTH OF A SIGN POST, 6.0
 AQ1830'FEET WEST OF THE SOUTH END OF A CURB, 37.7 FEET SOUTHWEST OF THE
 AQ1830'CENTERLINE OF SOUTH ATLANTIC AVENUE, AND 64 FEET EAST NORTHEAST OF
 AQ1830'NORTHEAST CORNER OF JIFFY FOOD MART BUILDING. MARK IS A FLORIDA
 AQ1830'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1830'OF TRANSPORTATION.
 AQ1830
 AQ1830                          STATION RECOVERY (1990)
 AQ1830
 AQ1830'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1830'RECOVERED IN GOOD CONDITION.
 AQ1830
 AQ1830                          STATION RECOVERY (1991)
 AQ1830
 AQ1830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1830'IN DAYTONA BEACH SHORES, AT THE INTERSECTION OF DUNLAWTON BOULEVARD
 AQ1830'AND SOUTH ATLANTIC AVENUE, 49.8 M (163.4 FT) SOUTHEAST OF THE
 AQ1830'SOUTHEAST CURB OF THE BOULEVARD, 17.7 M (58.1 FT) SOUTH-SOUTHEAST OF
 AQ1830'THE SOUTHEAST CORNER OF MIKES GIFTS AND BEACHWEAR, 6.8 M (22.3 FT)
 AQ1830'SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF THE SOUTHBOUND LANES OF
 AQ1830'THE AVENUE, 0.5 M (1.6 FT) NORTHEAST OF A WITNESS POST, AND THE
 AQ1830'MONUMENT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND SURFACE.
 AQ1830
 AQ1830                          STATION RECOVERY (2026)
 AQ1830
 AQ1830'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1830'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1832 ***********************************************************************
 AQ1832  DESIGNATION -  79 78 A 43
 AQ1832  PID         -  AQ1832
 AQ1832  STATE/COUNTY-  FL/VOLUSIA
 AQ1832  COUNTRY     -  US
 AQ1832  USGS QUAD   -  PORT ORANGE (2018)
 AQ1832
 AQ1832                         *CURRENT SURVEY CONTROL
 AQ1832  ______________________________________________________________________
 AQ1832* NAD 83(1986) POSITION- 29 09 20.     (N) 080 58 16.     (W)   SCALED
 AQ1832* NAVD 88 ORTHO HEIGHT -     6.384 (meters)       20.94  (feet) ADJUSTED
 AQ1832  ______________________________________________________________________
 AQ1832  GEOID HEIGHT    -        -28.367 (meters)                     GEOID18
 AQ1832  DYNAMIC HEIGHT  -          6.376 (meters)       20.92  (feet) COMP
 AQ1832  MODELED GRAVITY -    979,272.2   (mgal)                       NAVD 88
 AQ1832
 AQ1832  VERT ORDER      -  SECOND    CLASS II
 AQ1832
 AQ1832.The horizontal coordinates were scaled from a map and have
 AQ1832.an estimated accuracy of +/- 6 seconds.
 AQ1832
 AQ1832.The orthometric height was determined by differential leveling and
 AQ1832.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1832.in June 1991.
 AQ1832
 AQ1832.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1832.GEOID18 height accuracy estimate available here.
 AQ1832
 AQ1832.Click photographs - Photos may exist for this station.
 AQ1832
 AQ1832.The dynamic height is computed by dividing the NAVD 88
 AQ1832.geopotential number by the normal gravity value computed on the
 AQ1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1832.degrees latitude (g = 980.6199 gals.).
 AQ1832
 AQ1832.The modeled gravity was interpolated from observed gravity values.
 AQ1832
 AQ1832;                    North         East    Units  Estimated Accuracy
 AQ1832;SPC FL E     -   534,270.      202,810.      MT  (+/- 180 meters Scaled)
 AQ1832
 AQ1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN028252(NAD 83)
 AQ1832
 AQ1832                          SUPERSEDED SURVEY CONTROL
 AQ1832
 AQ1832  NGVD 29 (09/01/92)    6.750  (m)           22.15   (f) ADJUSTED    2 2
 AQ1832
 AQ1832.Superseded values are not recommended for survey control.
 AQ1832
 AQ1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1832.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1832
 AQ1832_MARKER: DD = SURVEY DISK
 AQ1832_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1832_SP_SET: SIDEWALK
 AQ1832_STAMPING: 79 78 A43
 AQ1832_MARK LOGO: FLDNR
 AQ1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1832
 AQ1832  HISTORY     - Date     Condition        Report By
 AQ1832  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1832  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1832  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1832
 AQ1832                          STATION DESCRIPTION
 AQ1832
 AQ1832'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1832'1.6 MI NE FROM PORT ORANGE.
 AQ1832'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1832'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1832'SOUTH ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR
 AQ1832'0.3 MILE TO THE MARK. THE MARK BEARS 1.2 FEET NORTHEAST OF WEST EDGE
 AQ1832'OF CURB, 3.8 FEET NORTHWEST OF A POWERLINE POLE, 7.3 FEET WEST OF THE
 AQ1832'SOUTHEAST CORNER OF DOLPHIN SHORES MOTEL, AND 28.2 FEET SOUTH SOUTH
 AQ1832'WEST OF NORTHWEST CORNER OF DOLPHIN SHORES MOTEL. MARK IS A FLORIDA
 AQ1832'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1832'OF TRANSPORTATION.
 AQ1832
 AQ1832                          STATION RECOVERY (1990)
 AQ1832
 AQ1832'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1832'MARK NOT FOUND.
 AQ1832
 AQ1832                          STATION RECOVERY (1995)
 AQ1832
 AQ1832'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1832'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1833 ***********************************************************************
 AQ1833  DESIGNATION -  79 78 A 44 RM 1
 AQ1833  PID         -  AQ1833
 AQ1833  STATE/COUNTY-  FL/VOLUSIA
 AQ1833  COUNTRY     -  US
 AQ1833  USGS QUAD   -  PORT ORANGE (2018)
 AQ1833
 AQ1833                         *CURRENT SURVEY CONTROL
 AQ1833  ______________________________________________________________________
 AQ1833* NAD 83(1986) POSITION- 29 09 28.     (N) 080 58 23.     (W)   SCALED
 AQ1833* NAVD 88 ORTHO HEIGHT -     4.327 (meters)       14.20  (feet) ADJUSTED
 AQ1833  ______________________________________________________________________
 AQ1833  GEOID HEIGHT    -        -28.368 (meters)                     GEOID18
 AQ1833  DYNAMIC HEIGHT  -          4.321 (meters)       14.18  (feet) COMP
 AQ1833  MODELED GRAVITY -    979,272.4   (mgal)                       NAVD 88
 AQ1833
 AQ1833  VERT ORDER      -  SECOND    CLASS II
 AQ1833
 AQ1833.The horizontal coordinates were scaled from a map and have
 AQ1833.an estimated accuracy of +/- 6 seconds.
 AQ1833
 AQ1833.The orthometric height was determined by differential leveling and
 AQ1833.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1833.in June 1991.
 AQ1833
 AQ1833.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1833.GEOID18 height accuracy estimate available here.
 AQ1833
 AQ1833.Click photographs - Photos may exist for this station.
 AQ1833
 AQ1833.The dynamic height is computed by dividing the NAVD 88
 AQ1833.geopotential number by the normal gravity value computed on the
 AQ1833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1833.degrees latitude (g = 980.6199 gals.).
 AQ1833
 AQ1833.The modeled gravity was interpolated from observed gravity values.
 AQ1833
 AQ1833;                    North         East    Units  Estimated Accuracy
 AQ1833;SPC FL E     -   534,520.      202,620.      MT  (+/- 180 meters Scaled)
 AQ1833
 AQ1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN026254(NAD 83)
 AQ1833
 AQ1833                          SUPERSEDED SURVEY CONTROL
 AQ1833
 AQ1833  NGVD 29 (09/01/92)    4.694  (m)           15.40   (f) ADJUSTED    2 2
 AQ1833
 AQ1833.Superseded values are not recommended for survey control.
 AQ1833
 AQ1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1833.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1833
 AQ1833_MARKER: DD = SURVEY DISK
 AQ1833_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1833_SP_SET: CURB
 AQ1833_STAMPING: 79 78 A44 RM NO 1
 AQ1833_MARK LOGO: FLDT
 AQ1833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1833
 AQ1833  HISTORY     - Date     Condition        Report By
 AQ1833  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1833  HISTORY     - 1990     GOOD             USPSQD
 AQ1833  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1833  HISTORY     - 20260219 MARK NOT FOUND   GEOCAC
 AQ1833
 AQ1833                          STATION DESCRIPTION
 AQ1833
 AQ1833'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1833'1.8 MI NE FROM PORT ORANGE.
 AQ1833'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1833'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1833'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 0.5
 AQ1833'MILE TO THE JUNCTION OF GLENN MYRA AVENUE AND THE MARK. THE MARK BEARS
 AQ1833'6.8 FEET NORTH OF THE CENTER OF A DROP INLET COVER, 14 FEET NORTHEAST
 AQ1833'OF A STREET SIGN POST, AND 25.6 FEET SOUTHEAST OF THE CENTERLINE OF
 AQ1833'GLEN MYRA AVENUE.
 AQ1833
 AQ1833                          STATION RECOVERY (1990)
 AQ1833
 AQ1833'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1833'RECOVERED IN GOOD CONDITION.
 AQ1833
 AQ1833                          STATION RECOVERY (1995)
 AQ1833
 AQ1833'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1833'MARK NOT FOUND.
 AQ1833
 AQ1833                          STATION RECOVERY (2026)
 AQ1833
 AQ1833'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1833'MARK NOT FOUND.  SIDEWALK HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1835 ***********************************************************************
 AQ1835  DESIGNATION -  79 78 A 44 RM 2
 AQ1835  PID         -  AQ1835
 AQ1835  STATE/COUNTY-  FL/VOLUSIA
 AQ1835  COUNTRY     -  US
 AQ1835  USGS QUAD   -  PORT ORANGE (2018)
 AQ1835
 AQ1835                         *CURRENT SURVEY CONTROL
 AQ1835  ______________________________________________________________________
 AQ1835* NAD 83(1986) POSITION- 29 09 28.     (N) 080 58 23.     (W)   SCALED
 AQ1835* NAVD 88 ORTHO HEIGHT -     4.454 (meters)       14.61  (feet) ADJUSTED
 AQ1835  ______________________________________________________________________
 AQ1835  GEOID HEIGHT    -        -28.368 (meters)                     GEOID18
 AQ1835  DYNAMIC HEIGHT  -          4.448 (meters)       14.59  (feet) COMP
 AQ1835  MODELED GRAVITY -    979,272.4   (mgal)                       NAVD 88
 AQ1835
 AQ1835  VERT ORDER      -  SECOND    CLASS II
 AQ1835
 AQ1835.The horizontal coordinates were scaled from a map and have
 AQ1835.an estimated accuracy of +/- 6 seconds.
 AQ1835
 AQ1835.The orthometric height was determined by differential leveling and
 AQ1835.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1835.in June 1991.
 AQ1835
 AQ1835.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1835.GEOID18 height accuracy estimate available here.
 AQ1835
 AQ1835.Click photographs - Photos may exist for this station.
 AQ1835
 AQ1835.The dynamic height is computed by dividing the NAVD 88
 AQ1835.geopotential number by the normal gravity value computed on the
 AQ1835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1835.degrees latitude (g = 980.6199 gals.).
 AQ1835
 AQ1835.The modeled gravity was interpolated from observed gravity values.
 AQ1835
 AQ1835;                    North         East    Units  Estimated Accuracy
 AQ1835;SPC FL E     -   534,520.      202,620.      MT  (+/- 180 meters Scaled)
 AQ1835
 AQ1835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN026254(NAD 83)
 AQ1835
 AQ1835                          SUPERSEDED SURVEY CONTROL
 AQ1835
 AQ1835  NGVD 29 (09/01/92)    4.821  (m)           15.82   (f) ADJUSTED    2 2
 AQ1835
 AQ1835.Superseded values are not recommended for survey control.
 AQ1835
 AQ1835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1835.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1835
 AQ1835_MARKER: DD = SURVEY DISK
 AQ1835_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1835_SP_SET: SIDEWALK
 AQ1835_STAMPING: 79 78 A44 RM NO 2
 AQ1835_MARK LOGO: FLDT
 AQ1835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1835
 AQ1835  HISTORY     - Date     Condition        Report By
 AQ1835  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1835  HISTORY     - 1990     GOOD             USPSQD
 AQ1835  HISTORY     - 19950801 GOOD             USPSQD
 AQ1835  HISTORY     - 20260219 MARK NOT FOUND   GEOCAC
 AQ1835
 AQ1835                          STATION DESCRIPTION
 AQ1835
 AQ1835'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1835'1.8 MI NE FROM PORT ORANGE.
 AQ1835'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1835'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1835'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 0.5
 AQ1835'MILE TO THE JUNCTION OF GLEN MYRA AVENUE AND THE MARK. THE MARK BEARS
 AQ1835'3.5 FEET SOUTHWEST OF THE EAST EDGE OF CURB, 44 FEET NORTHWEST OF THE
 AQ1835'CENTER OF A DROP INLET COVER AND 76.8 FEET SOUTHEAST OF A POWERLINE
 AQ1835'POLE.
 AQ1835
 AQ1835                          STATION RECOVERY (1990)
 AQ1835
 AQ1835'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1835'RECOVERED IN GOOD CONDITION.
 AQ1835
 AQ1835                          STATION RECOVERY (1995)
 AQ1835
 AQ1835'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1835'RECOVERED IN GOOD CONDITION.
 AQ1835
 AQ1835                          STATION RECOVERY (2026)
 AQ1835
 AQ1835'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1835'MARK NOT FOUND.  SIDEWALK HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1836 ***********************************************************************
 AQ1836  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1836  DESIGNATION -  79 78 A 45
 AQ1836  PID         -  AQ1836
 AQ1836  STATE/COUNTY-  FL/VOLUSIA
 AQ1836  COUNTRY     -  US
 AQ1836  USGS QUAD   -  PORT ORANGE (2018)
 AQ1836
 AQ1836                         *CURRENT SURVEY CONTROL
 AQ1836  ______________________________________________________________________
 AQ1836* NAD 83(1986) POSITION- 29 09 49.0    (N) 080 58 33.2    (W)   HD_HELD2
 AQ1836* NAVD 88 ORTHO HEIGHT -     5.811 (meters)       19.06  (feet) ADJUSTED
 AQ1836  ______________________________________________________________________
 AQ1836  GEOID HEIGHT    -        -28.371 (meters)                     GEOID18
 AQ1836  DYNAMIC HEIGHT  -          5.804 (meters)       19.04  (feet) COMP
 AQ1836  MODELED GRAVITY -    979,273.2   (mgal)                       NAVD 88
 AQ1836
 AQ1836  VERT ORDER      -  SECOND    CLASS I
 AQ1836
 AQ1836.The horizontal coordinates were established by autonomous hand held GPS
 AQ1836.observations and have an estimated accuracy of +/- 10 meters.
 AQ1836
 AQ1836.The orthometric height was determined by differential leveling and
 AQ1836.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1836.in December 2010.
 AQ1836
 AQ1836.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1836.GEOID18 height accuracy estimate available here.
 AQ1836
 AQ1836.This Tidal Bench Mark is designated as VM 19505
 AQ1836.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1836
 AQ1836.Click photographs - Photos may exist for this station.
 AQ1836
 AQ1836.The dynamic height is computed by dividing the NAVD 88
 AQ1836.geopotential number by the normal gravity value computed on the
 AQ1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1836.degrees latitude (g = 980.6199 gals.).
 AQ1836
 AQ1836.The modeled gravity was interpolated from observed gravity values.
 AQ1836
 AQ1836;                    North         East    Units  Estimated Accuracy
 AQ1836;SPC FL E     -   535,163.      202,346.      MT  (+/- 10 meters HH2 GPS)
 AQ1836
 AQ1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0234426112(NAD 83)
 AQ1836
 AQ1836                          SUPERSEDED SURVEY CONTROL
 AQ1836
 AQ1836  NAVD 88 (06/15/91)    5.831  (m)           19.13   (f) SUPERSEDED  2 2
 AQ1836  NGVD 29 (09/01/92)    6.193  (m)           20.32   (f) ADJUSTED    2 2
 AQ1836
 AQ1836.Superseded values are not recommended for survey control.
 AQ1836
 AQ1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1836.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1836
 AQ1836_MARKER: DD = SURVEY DISK
 AQ1836_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1836_SP_SET: SIDEWALK
 AQ1836_STAMPING: 79 78 A45
 AQ1836_MARK LOGO: FLDNR
 AQ1836_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1836+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2005
 AQ1836
 AQ1836  HISTORY     - Date     Condition        Report By
 AQ1836  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1836  HISTORY     - 1990     GOOD             USPSQD
 AQ1836  HISTORY     - 19950801 GOOD             USPSQD
 AQ1836  HISTORY     - 20050119 GOOD             FLDEP
 AQ1836  HISTORY     - 20060112 GOOD             USPSQD
 AQ1836  HISTORY     - 20260219 MARK NOT FOUND   GEOCAC
 AQ1836
 AQ1836                          STATION DESCRIPTION
 AQ1836
 AQ1836'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1836'2.3 MI NE FROM PORT ORANGE.
 AQ1836'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1836'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1836'ATLANTIC AVENUE, THENCE NORTHWEST ON STATE ROAD A1A FOR 1.0 MILE TO
 AQ1836'THE MARK BETWEEN STREET NUMBERS 3114 AND 3118. THE MARK BEARS 3.8 FEET
 AQ1836'SOUTHWEST OF EAST EDGE OF CURB, 13.6 FEET EAST OF A 7-11 FOOD STORE
 AQ1836'SIGN POST, 37.6 FEET NORTHWEST OF THE CENTERLINE OF A DRIVEWAY TO
 AQ1836'7-11 STORE, 50.5 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY TO BLACK
 AQ1836'FOREST DELICATESSEN, AND 59.7 FEET EAST NORTHEAST OF THE NORTH
 AQ1836'CORNER OF A 7-11 FOOD STORE BUILDING. MARK IS A FLORIDA DEPARTMENT OF
 AQ1836'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1836'TRANSPORTATION.
 AQ1836
 AQ1836                          STATION RECOVERY (1990)
 AQ1836
 AQ1836'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1836'RECOVERED IN GOOD CONDITION.
 AQ1836
 AQ1836                          STATION RECOVERY (1995)
 AQ1836
 AQ1836'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1836'RECOVERED IN GOOD CONDITION.
 AQ1836
 AQ1836                          STATION RECOVERY (2005)
 AQ1836
 AQ1836'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AQ1836'THE STATION IS LOCATED ABOUT 9.7 MI (15.6 KM) SOUTH-SOUTHEAST OF
 AQ1836'ORMOND BEACH, 4.3 MI (6.9 KM) SOUTHEAST OF DAYTONA BEACH AND ABOUT 2.3
 AQ1836'MI (3.7 KM) NORTHEAST OF PORT ORANGE, IN SECTION 35, TOWNSHIP 15
 AQ1836'SOUTH, RANGE 33 EAST.
 AQ1836'
 AQ1836'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (DUNLAWTON
 AQ1836'BOULEVARD) AND U.S. HIGHWAY 1 (RIDGEWOOD AVENUE) IN PORT ORANGE, GO
 AQ1836'EAST ON STATE ROAD A1A (DUNLAWTON BOULEVARD) FOR 1.3 MI (2.1 KM) TO
 AQ1836'THE JUNCTION OF STATE ROAD A1A (SOUTH ATLANTIC AVENUE).  TURN LEFT ON
 AQ1836'STATE ROAD A1A (SOUTH ATLANTIC AVENUE) AND GO NORTHWEST FOR 1.0 MI
 AQ1836'(1.6 KM) TO THE OFFICE OF SEA QUEST PROPERTIES, INCORPORATED IN THE
 AQ1836'PORTO FINO CENTER AT 3118 SOUTH ATLANTIC AVENUE ON THE LEFT AND THE
 AQ1836'MARK, A SURVEY DISK SET FLUSH IN THE CONCRETE SIDEWALK NEAR THE
 AQ1836'NORTHEAST CORNER OF THE PROPERTY AND 0.6 FT (18 CM) ABOVE THE LEVEL OF
 AQ1836'THE HIGHWAY.
 AQ1836'
 AQ1836'THE MARK IS LOCATED 50.5 FT (15.4 M) SOUTHEAST OF THE CENTER OF THE
 AQ1836'DRIVEWAY TO ALYSES TROPICAL SALON 3114 SOUTH ATLANTIC BOULEVARD, 37.6
 AQ1836'FT (11.5 M) NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY TO SEA QUEST
 AQ1836'PROPERTIES, INC., 18.0 FT (5.5 M) SOUTHWEST OF THE SOUTHBOUND LANES OF
 AQ1836'SOUTH ATLANTIC AVENUE (STATE ROAD A1A), 13.6 FT (4.1 M) EAST OF THE
 AQ1836'PORTO FINO CENTER SIGN POST AND 3.8 FT (1.2 M) SOUTHWEST OF THE EAST
 AQ1836'EDGE OF THE CONCRETE CURB.
 AQ1836
 AQ1836                          STATION RECOVERY (2006)
 AQ1836
 AQ1836'RECOVERY NOTE BY US POWER SQUADRON 2006 (MA)
 AQ1836'RECOVERED IN GOOD CONDITION.
 AQ1836
 AQ1836                          STATION RECOVERY (2026)
 AQ1836
 AQ1836'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1836'MARK NOT FOUND.  SIDEWALK HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1838 ***********************************************************************
 AQ1838  DESIGNATION -  79 78 A 46
 AQ1838  PID         -  AQ1838
 AQ1838  STATE/COUNTY-  FL/VOLUSIA
 AQ1838  COUNTRY     -  US
 AQ1838  USGS QUAD   -  PORT ORANGE (2018)
 AQ1838
 AQ1838                         *CURRENT SURVEY CONTROL
 AQ1838  ______________________________________________________________________
 AQ1838* NAD 83(1986) POSITION- 29 10 17.     (N) 080 58 48.     (W)   SCALED
 AQ1838* NAVD 88 ORTHO HEIGHT -     5.975 (meters)       19.60  (feet) ADJUSTED
 AQ1838  ______________________________________________________________________
 AQ1838  GEOID HEIGHT    -        -28.375 (meters)                     GEOID18
 AQ1838  DYNAMIC HEIGHT  -          5.966 (meters)       19.57  (feet) COMP
 AQ1838  MODELED GRAVITY -    979,274.3   (mgal)                       NAVD 88
 AQ1838
 AQ1838  VERT ORDER      -  SECOND    CLASS II
 AQ1838
 AQ1838.The horizontal coordinates were scaled from a map and have
 AQ1838.an estimated accuracy of +/- 6 seconds.
 AQ1838
 AQ1838.The orthometric height was determined by differential leveling and
 AQ1838.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1838.in June 1991.
 AQ1838
 AQ1838.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1838.GEOID18 height accuracy estimate available here.
 AQ1838
 AQ1838.Click photographs - Photos may exist for this station.
 AQ1838
 AQ1838.The dynamic height is computed by dividing the NAVD 88
 AQ1838.geopotential number by the normal gravity value computed on the
 AQ1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1838.degrees latitude (g = 980.6199 gals.).
 AQ1838
 AQ1838.The modeled gravity was interpolated from observed gravity values.
 AQ1838
 AQ1838;                    North         East    Units  Estimated Accuracy
 AQ1838;SPC FL E     -   536,030.      201,950.      MT  (+/- 180 meters Scaled)
 AQ1838
 AQ1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN019269(NAD 83)
 AQ1838
 AQ1838                          SUPERSEDED SURVEY CONTROL
 AQ1838
 AQ1838  NGVD 29 (09/01/92)    6.335  (m)           20.78   (f) ADJUSTED    2 2
 AQ1838
 AQ1838.Superseded values are not recommended for survey control.
 AQ1838
 AQ1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1838.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1838
 AQ1838_MARKER: DD = SURVEY DISK
 AQ1838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1838_STAMPING: 79 78 A46
 AQ1838_MARK LOGO: FLDNR
 AQ1838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1838+STABILITY: SURFACE MOTION
 AQ1838
 AQ1838  HISTORY     - Date     Condition        Report By
 AQ1838  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1838  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1838  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1838
 AQ1838                          STATION DESCRIPTION
 AQ1838
 AQ1838'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1838'2.9 MI NE FROM PORT ORANGE.
 AQ1838'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1838'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1838'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 1.6
 AQ1838'MILES TO THE MARK, JUST NORTHWEST OF THE HAPPY LANDING MOTEL. THE MARK
 AQ1838'BEARS 1.1 FEET NORTHEAST OF WEST EDGE OF SIDEWALK, 38.6 FEET SOUTHWEST
 AQ1838'OF THE CENTERLINE OF STATE ROAD A1A, 79.2 FEET NORTHWEST OF THE CENTER
 AQ1838'OF EXTENDED MOTEL DRIVEWAY, AND 146.9 FEET SOUTHEAST OF A UTILITY
 AQ1838'POLE. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AQ1838'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1838
 AQ1838                          STATION RECOVERY (1990)
 AQ1838
 AQ1838'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1838'MARK NOT FOUND.
 AQ1838
 AQ1838                          STATION RECOVERY (1995)
 AQ1838
 AQ1838'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1838'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1837 ***********************************************************************
 AQ1837  DESIGNATION -  79 78 A 46 RM 1
 AQ1837  PID         -  AQ1837
 AQ1837  STATE/COUNTY-  FL/VOLUSIA
 AQ1837  COUNTRY     -  US
 AQ1837  USGS QUAD   -  PORT ORANGE (2018)
 AQ1837
 AQ1837                         *CURRENT SURVEY CONTROL
 AQ1837  ______________________________________________________________________
 AQ1837* NAD 83(1986) POSITION- 29 10 17.     (N) 080 58 48.     (W)   SCALED
 AQ1837* NAVD 88 ORTHO HEIGHT -     5.951 (meters)       19.52  (feet) ADJUSTED
 AQ1837  ______________________________________________________________________
 AQ1837  GEOID HEIGHT    -        -28.375 (meters)                     GEOID18
 AQ1837  DYNAMIC HEIGHT  -          5.943 (meters)       19.50  (feet) COMP
 AQ1837  MODELED GRAVITY -    979,274.3   (mgal)                       NAVD 88
 AQ1837
 AQ1837  VERT ORDER      -  SECOND    CLASS II
 AQ1837
 AQ1837.The horizontal coordinates were scaled from a map and have
 AQ1837.an estimated accuracy of +/- 6 seconds.
 AQ1837
 AQ1837.The orthometric height was determined by differential leveling and
 AQ1837.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1837.in June 1991.
 AQ1837
 AQ1837.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1837.GEOID18 height accuracy estimate available here.
 AQ1837
 AQ1837.Click photographs - Photos may exist for this station.
 AQ1837
 AQ1837.The dynamic height is computed by dividing the NAVD 88
 AQ1837.geopotential number by the normal gravity value computed on the
 AQ1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1837.degrees latitude (g = 980.6199 gals.).
 AQ1837
 AQ1837.The modeled gravity was interpolated from observed gravity values.
 AQ1837
 AQ1837;                    North         East    Units  Estimated Accuracy
 AQ1837;SPC FL E     -   536,030.      201,950.      MT  (+/- 180 meters Scaled)
 AQ1837
 AQ1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN019269(NAD 83)
 AQ1837
 AQ1837                          SUPERSEDED SURVEY CONTROL
 AQ1837
 AQ1837  NGVD 29 (09/01/92)    6.312  (m)           20.71   (f) ADJUSTED    2 2
 AQ1837
 AQ1837.Superseded values are not recommended for survey control.
 AQ1837
 AQ1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1837.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1837
 AQ1837_MARKER: DD = SURVEY DISK
 AQ1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1837_STAMPING: 79 78 A46 RM NO 1
 AQ1837_MARK LOGO: FLDT
 AQ1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1837+STABILITY: SURFACE MOTION
 AQ1837
 AQ1837  HISTORY     - Date     Condition        Report By
 AQ1837  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1837  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1837  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1837
 AQ1837                          STATION DESCRIPTION
 AQ1837
 AQ1837'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1837'2.9 MI NE FROM PORT ORANGE.
 AQ1837'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1837'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1837'ATLANTIC AVENUE, THENCE NORTHWEST ON SLOUTH ATLANTIC AVENUE FOR 1.6
 AQ1837'MILES TO THE MARK, JUST NORTHWEST OF HAPPY LANDING MOTEL. THE MARK
 AQ1837'BEARS 2.6 FEET NORTHEAST OF EAST EDGE OF SIDEWALK, 32 FEET SOUTHWEST
 AQ1837'OF THE CENTERLINE OF STATE ROAD A1A, AND 49.7 FEET NORTHWEST OF
 AQ1837'EXTENDED CENTER OF DRIVEWAY TO MOTEL.
 AQ1837
 AQ1837                          STATION RECOVERY (1990)
 AQ1837
 AQ1837'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1837'MARK NOT FOUND.
 AQ1837
 AQ1837                          STATION RECOVERY (1995)
 AQ1837
 AQ1837'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1837'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1839 ***********************************************************************
 AQ1839  DESIGNATION -  79 78 A 46 RM 2
 AQ1839  PID         -  AQ1839
 AQ1839  STATE/COUNTY-  FL/VOLUSIA
 AQ1839  COUNTRY     -  US
 AQ1839  USGS QUAD   -  PORT ORANGE (2018)
 AQ1839
 AQ1839                         *CURRENT SURVEY CONTROL
 AQ1839  ______________________________________________________________________
 AQ1839* NAD 83(1986) POSITION- 29 10 17.     (N) 080 58 48.     (W)   SCALED
 AQ1839* NAVD 88 ORTHO HEIGHT -     5.855 (meters)       19.21  (feet) ADJUSTED
 AQ1839  ______________________________________________________________________
 AQ1839  GEOID HEIGHT    -        -28.375 (meters)                     GEOID18
 AQ1839  DYNAMIC HEIGHT  -          5.847 (meters)       19.18  (feet) COMP
 AQ1839  MODELED GRAVITY -    979,274.3   (mgal)                       NAVD 88
 AQ1839
 AQ1839  VERT ORDER      -  SECOND    CLASS II
 AQ1839
 AQ1839.The horizontal coordinates were scaled from a map and have
 AQ1839.an estimated accuracy of +/- 6 seconds.
 AQ1839
 AQ1839.The orthometric height was determined by differential leveling and
 AQ1839.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1839.in June 1991.
 AQ1839
 AQ1839.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1839.GEOID18 height accuracy estimate available here.
 AQ1839
 AQ1839.Click photographs - Photos may exist for this station.
 AQ1839
 AQ1839.The dynamic height is computed by dividing the NAVD 88
 AQ1839.geopotential number by the normal gravity value computed on the
 AQ1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1839.degrees latitude (g = 980.6199 gals.).
 AQ1839
 AQ1839.The modeled gravity was interpolated from observed gravity values.
 AQ1839
 AQ1839;                    North         East    Units  Estimated Accuracy
 AQ1839;SPC FL E     -   536,030.      201,950.      MT  (+/- 180 meters Scaled)
 AQ1839
 AQ1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN019269(NAD 83)
 AQ1839
 AQ1839                          SUPERSEDED SURVEY CONTROL
 AQ1839
 AQ1839  NGVD 29 (09/01/92)    6.215  (m)           20.39   (f) ADJUSTED    2 2
 AQ1839
 AQ1839.Superseded values are not recommended for survey control.
 AQ1839
 AQ1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1839.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1839
 AQ1839_MARKER: DD = SURVEY DISK
 AQ1839_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1839_SP_SET: CURB
 AQ1839_STAMPING: 79 78 A46 RM NO 2
 AQ1839_MARK LOGO: FLDT
 AQ1839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1839
 AQ1839  HISTORY     - Date     Condition        Report By
 AQ1839  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1839  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1839
 AQ1839                          STATION DESCRIPTION
 AQ1839
 AQ1839'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1839'2.9 MI NE FROM PORT ORANGE.
 AQ1839'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1839'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1839'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTHATLANTIC AVENUE FOR 1.6
 AQ1839'MILES TO THE MARK, JUST NORTHWEST OF HAPPY LANDING MOTEL. THE MARK
 AQ1839'BEARS 2.6 FEET NORTHEAST OF THE EAST EDGE OF SIDEWALK, 32 FEET SOUTH
 AQ1839'WEST OF THE CENTERLINE OF STATE ROAD A1A AND 118 FEET SOUTHWEST OF A
 AQ1839'UTILITY POLE.
 AQ1839
 AQ1839                          STATION RECOVERY (1990)
 AQ1839
 AQ1839'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1839'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1840 ***********************************************************************
 AQ1840  DESIGNATION -  79 78 A 47 RM 1
 AQ1840  PID         -  AQ1840
 AQ1840  STATE/COUNTY-  FL/VOLUSIA
 AQ1840  COUNTRY     -  US
 AQ1840  USGS QUAD   -  PORT ORANGE (2018)
 AQ1840
 AQ1840                         *CURRENT SURVEY CONTROL
 AQ1840  ______________________________________________________________________
 AQ1840* NAD 83(1986) POSITION- 29 10 33.7    (N) 080 58 59.0    (W)   HD_HELD2
 AQ1840* NAVD 88 ORTHO HEIGHT -     4.130 (meters)       13.55  (feet) ADJUSTED
 AQ1840  ______________________________________________________________________
 AQ1840  GEOID HEIGHT    -        -28.377 (meters)                     GEOID18
 AQ1840  DYNAMIC HEIGHT  -          4.124 (meters)       13.53  (feet) COMP
 AQ1840  MODELED GRAVITY -    979,274.9   (mgal)                       NAVD 88
 AQ1840
 AQ1840  VERT ORDER      -  SECOND    CLASS II
 AQ1840
 AQ1840.The horizontal coordinates were established by autonomous hand held GPS
 AQ1840.observations and have an estimated accuracy of +/- 10 meters.
 AQ1840
 AQ1840.The orthometric height was determined by differential leveling and
 AQ1840.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1840.in June 1991.
 AQ1840
 AQ1840.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1840.GEOID18 height accuracy estimate available here.
 AQ1840
 AQ1840.Click photographs - Photos may exist for this station.
 AQ1840
 AQ1840.The dynamic height is computed by dividing the NAVD 88
 AQ1840.geopotential number by the normal gravity value computed on the
 AQ1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1840.degrees latitude (g = 980.6199 gals.).
 AQ1840
 AQ1840.The modeled gravity was interpolated from observed gravity values.
 AQ1840
 AQ1840;                    North         East    Units  Estimated Accuracy
 AQ1840;SPC FL E     -   536,539.      201,648.      MT  (+/- 10 meters HH2 GPS)
 AQ1840
 AQ1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0164727488(NAD 83)
 AQ1840
 AQ1840                          SUPERSEDED SURVEY CONTROL
 AQ1840
 AQ1840  NGVD 29 (09/01/92)    4.490  (m)           14.73   (f) ADJUSTED    2 2
 AQ1840
 AQ1840.Superseded values are not recommended for survey control.
 AQ1840
 AQ1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1840.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1840
 AQ1840_MARKER: DD = SURVEY DISK
 AQ1840_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1840_SP_SET: CURB
 AQ1840_STAMPING: 79 78 A47 RM NO 1
 AQ1840_MARK LOGO: FLDT
 AQ1840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1840+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2026
 AQ1840
 AQ1840  HISTORY     - Date     Condition        Report By
 AQ1840  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1840  HISTORY     - 1990     GOOD             USPSQD
 AQ1840  HISTORY     - 19950801 GOOD             USPSQD
 AQ1840  HISTORY     - 20070813 GOOD             GEOCAC
 AQ1840  HISTORY     - 20260219 GOOD             GEOCAC
 AQ1840
 AQ1840                          STATION DESCRIPTION
 AQ1840
 AQ1840'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1840'3.3 MI NE FROM PORT ORANGE.
 AQ1840'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1840'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1840'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 2 MILES
 AQ1840'TO THE JUNCTION OF THAMES AVENUE AND THE MARK, WHICH BEARS 3 FEET
 AQ1840'NORTHWEST OF THE EAST EDGE OF SIDEWALK, 32 FEET SOUTHWEST OF CENTER
 AQ1840'LINE OF STATE ROAD A1A, AND 62.5 FEET SOUTHEAST OF CENTERLINE OF
 AQ1840'THAMES AVENUE.
 AQ1840
 AQ1840                          STATION RECOVERY (1990)
 AQ1840
 AQ1840'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1840'RECOVERED IN GOOD CONDITION.
 AQ1840
 AQ1840                          STATION RECOVERY (1995)
 AQ1840
 AQ1840'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1840'RECOVERED IN GOOD CONDITION.
 AQ1840
 AQ1840                          STATION RECOVERY (2007)
 AQ1840
 AQ1840'RECOVERY NOTE BY GEOCACHING 2007 (BRW)
 AQ1840'RECOVERED IN GOOD CONDITION.
 AQ1840
 AQ1840                          STATION RECOVERY (2026)
 AQ1840
 AQ1840'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1840'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1842 ***********************************************************************
 AQ1842  DESIGNATION -  79 78 A 47 RM 2
 AQ1842  PID         -  AQ1842
 AQ1842  STATE/COUNTY-  FL/VOLUSIA
 AQ1842  COUNTRY     -  US
 AQ1842  USGS QUAD   -  PORT ORANGE (2018)
 AQ1842
 AQ1842                         *CURRENT SURVEY CONTROL
 AQ1842  ______________________________________________________________________
 AQ1842* NAD 83(1986) POSITION- 29 10 34.     (N) 080 58 59.     (W)   SCALED
 AQ1842* NAVD 88 ORTHO HEIGHT -     4.073 (meters)       13.36  (feet) ADJUSTED
 AQ1842  ______________________________________________________________________
 AQ1842  GEOID HEIGHT    -        -28.377 (meters)                     GEOID18
 AQ1842  DYNAMIC HEIGHT  -          4.068 (meters)       13.35  (feet) COMP
 AQ1842  MODELED GRAVITY -    979,274.9   (mgal)                       NAVD 88
 AQ1842
 AQ1842  VERT ORDER      -  SECOND    CLASS II
 AQ1842
 AQ1842.The horizontal coordinates were scaled from a map and have
 AQ1842.an estimated accuracy of +/- 6 seconds.
 AQ1842
 AQ1842.The orthometric height was determined by differential leveling and
 AQ1842.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1842.in June 1991.
 AQ1842
 AQ1842.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1842.GEOID18 height accuracy estimate available here.
 AQ1842
 AQ1842.Click photographs - Photos may exist for this station.
 AQ1842
 AQ1842.The dynamic height is computed by dividing the NAVD 88
 AQ1842.geopotential number by the normal gravity value computed on the
 AQ1842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1842.degrees latitude (g = 980.6199 gals.).
 AQ1842
 AQ1842.The modeled gravity was interpolated from observed gravity values.
 AQ1842
 AQ1842;                    North         East    Units  Estimated Accuracy
 AQ1842;SPC FL E     -   536,550.      201,650.      MT  (+/- 180 meters Scaled)
 AQ1842
 AQ1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN016274(NAD 83)
 AQ1842
 AQ1842                          SUPERSEDED SURVEY CONTROL
 AQ1842
 AQ1842  NGVD 29 (09/01/92)    4.434  (m)           14.55   (f) ADJUSTED    2 2
 AQ1842
 AQ1842.Superseded values are not recommended for survey control.
 AQ1842
 AQ1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1842.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1842
 AQ1842_MARKER: DD = SURVEY DISK
 AQ1842_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1842_SP_SET: CURB
 AQ1842_STAMPING: 79 78 A47 RM NO 2
 AQ1842_MARK LOGO: FLDT
 AQ1842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1842+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2007
 AQ1842
 AQ1842  HISTORY     - Date     Condition        Report By
 AQ1842  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1842  HISTORY     - 1990     GOOD             USPSQD
 AQ1842  HISTORY     - 19950801 GOOD             USPSQD
 AQ1842  HISTORY     - 20060112 GOOD             USPSQD
 AQ1842  HISTORY     - 20070812 GOOD             GEOCAC
 AQ1842  HISTORY     - 20260219 MARK NOT FOUND   GEOCAC
 AQ1842
 AQ1842                          STATION DESCRIPTION
 AQ1842
 AQ1842'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1842'3.3 MI NE FROM PORT ORANGE.
 AQ1842'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1842'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1842'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 2 MILES
 AQ1842'TO THE JUNCTION OF THAMES AVENUE AND THE MARK, WHICH BEARS 0.4 FOOT
 AQ1842'NORTHEAST OF EAST EDGE OF SIDEWALK, 26.2 FEET NORTHWEST OF CENTERLINE
 AQ1842'OF THAMES AVENUE, AND 34.5 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 AQ1842'ROAD A1A.
 AQ1842
 AQ1842                          STATION RECOVERY (1990)
 AQ1842
 AQ1842'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1842'RECOVERED IN GOOD CONDITION.
 AQ1842
 AQ1842                          STATION RECOVERY (1995)
 AQ1842
 AQ1842'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1842'RECOVERED IN GOOD CONDITION.
 AQ1842
 AQ1842                          STATION RECOVERY (2006)
 AQ1842
 AQ1842'RECOVERY NOTE BY US POWER SQUADRON 2006 (MA)
 AQ1842'RECOVERED IN GOOD CONDITION.
 AQ1842
 AQ1842                          STATION RECOVERY (2007)
 AQ1842
 AQ1842'RECOVERY NOTE BY GEOCACHING 2007 (BRW)
 AQ1842'RECOVERED IN GOOD CONDITION.
 AQ1842
 AQ1842                          STATION RECOVERY (2026)
 AQ1842
 AQ1842'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1842'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1843 ***********************************************************************
 AQ1843  DESIGNATION -  79 78 A 48
 AQ1843  PID         -  AQ1843
 AQ1843  STATE/COUNTY-  FL/VOLUSIA
 AQ1843  COUNTRY     -  US
 AQ1843  USGS QUAD   -  PORT ORANGE (2018)
 AQ1843
 AQ1843                         *CURRENT SURVEY CONTROL
 AQ1843  ______________________________________________________________________
 AQ1843* NAD 83(1986) POSITION- 29 10 57.     (N) 080 59 09.     (W)   SCALED
 AQ1843* NAVD 88 ORTHO HEIGHT -     3.017 (meters)        9.90  (feet) ADJUSTED
 AQ1843  ______________________________________________________________________
 AQ1843  GEOID HEIGHT    -        -28.380 (meters)                     GEOID18
 AQ1843  DYNAMIC HEIGHT  -          3.013 (meters)        9.89  (feet) COMP
 AQ1843  MODELED GRAVITY -    979,275.7   (mgal)                       NAVD 88
 AQ1843
 AQ1843  VERT ORDER      -  SECOND    CLASS II
 AQ1843
 AQ1843.The horizontal coordinates were scaled from a map and have
 AQ1843.an estimated accuracy of +/- 6 seconds.
 AQ1843
 AQ1843.The orthometric height was determined by differential leveling and
 AQ1843.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1843.in June 1991.
 AQ1843
 AQ1843.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1843.GEOID18 height accuracy estimate available here.
 AQ1843
 AQ1843.Click photographs - Photos may exist for this station.
 AQ1843
 AQ1843.The dynamic height is computed by dividing the NAVD 88
 AQ1843.geopotential number by the normal gravity value computed on the
 AQ1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1843.degrees latitude (g = 980.6199 gals.).
 AQ1843
 AQ1843.The modeled gravity was interpolated from observed gravity values.
 AQ1843
 AQ1843;                    North         East    Units  Estimated Accuracy
 AQ1843;SPC FL E     -   537,260.      201,380.      MT  (+/- 180 meters Scaled)
 AQ1843
 AQ1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN013282(NAD 83)
 AQ1843
 AQ1843                          SUPERSEDED SURVEY CONTROL
 AQ1843
 AQ1843  NGVD 29 (09/01/92)    3.376  (m)           11.08   (f) ADJUSTED    2 2
 AQ1843
 AQ1843.Superseded values are not recommended for survey control.
 AQ1843
 AQ1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1843.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1843
 AQ1843_MARKER: DD = SURVEY DISK
 AQ1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1843_STAMPING: 79 78 A48
 AQ1843_MARK LOGO: FLDNR
 AQ1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1843+STABILITY: SURFACE MOTION
 AQ1843
 AQ1843  HISTORY     - Date     Condition        Report By
 AQ1843  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1843  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1843  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1843
 AQ1843                          STATION DESCRIPTION
 AQ1843
 AQ1843'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1843'3.7 MI NE FROM PORT ORANGE.
 AQ1843'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1843'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1843'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 2.4
 AQ1843'MILES TO THE MARK, WHICH BEARS 4.2 FEET SOUTHWEST OF CONCRETE CURB OF
 AQ1843'PARKING LOT, 26.8 FEET SOUTH SOUTHWEST OF SOUTHWEST CORNER OF HOLIDAY
 AQ1843'SHORES MOTEL, 37.0 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A,
 AQ1843'AND 39.5 FEET SOUTHEAST OF A POWERLINE POLE. MARK IS A FLORIDA
 AQ1843'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1843'OF TRANSPORTATION.
 AQ1843
 AQ1843                          STATION RECOVERY (1990)
 AQ1843
 AQ1843'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1843'MARK NOT FOUND.
 AQ1843
 AQ1843                          STATION RECOVERY (1995)
 AQ1843
 AQ1843'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1843'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1845 ***********************************************************************
 AQ1845  DESIGNATION -  79 78 A 49
 AQ1845  PID         -  AQ1845
 AQ1845  STATE/COUNTY-  FL/VOLUSIA
 AQ1845  COUNTRY     -  US
 AQ1845  USGS QUAD   -  PORT ORANGE (2018)
 AQ1845
 AQ1845                         *CURRENT SURVEY CONTROL
 AQ1845  ______________________________________________________________________
 AQ1845* NAD 83(1986) POSITION- 29 11 18.     (N) 080 59 21.     (W)   SCALED
 AQ1845* NAVD 88 ORTHO HEIGHT -     3.478 (meters)       11.41  (feet) ADJUSTED
 AQ1845  ______________________________________________________________________
 AQ1845  GEOID HEIGHT    -        -28.382 (meters)                     GEOID18
 AQ1845  DYNAMIC HEIGHT  -          3.473 (meters)       11.39  (feet) COMP
 AQ1845  MODELED GRAVITY -    979,276.5   (mgal)                       NAVD 88
 AQ1845
 AQ1845  VERT ORDER      -  SECOND    CLASS II
 AQ1845
 AQ1845.The horizontal coordinates were scaled from a map and have
 AQ1845.an estimated accuracy of +/- 6 seconds.
 AQ1845
 AQ1845.The orthometric height was determined by differential leveling and
 AQ1845.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1845.in June 1991.
 AQ1845
 AQ1845.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1845.GEOID18 height accuracy estimate available here.
 AQ1845
 AQ1845.Click photographs - Photos may exist for this station.
 AQ1845
 AQ1845.The dynamic height is computed by dividing the NAVD 88
 AQ1845.geopotential number by the normal gravity value computed on the
 AQ1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1845.degrees latitude (g = 980.6199 gals.).
 AQ1845
 AQ1845.The modeled gravity was interpolated from observed gravity values.
 AQ1845
 AQ1845;                    North         East    Units  Estimated Accuracy
 AQ1845;SPC FL E     -   537,900.      201,050.      MT  (+/- 180 meters Scaled)
 AQ1845
 AQ1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN010288(NAD 83)
 AQ1845
 AQ1845                          SUPERSEDED SURVEY CONTROL
 AQ1845
 AQ1845  NGVD 29 (09/01/92)    3.835  (m)           12.58   (f) ADJUSTED    2 2
 AQ1845
 AQ1845.Superseded values are not recommended for survey control.
 AQ1845
 AQ1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1845.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1845
 AQ1845_MARKER: DD = SURVEY DISK
 AQ1845_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1845_SP_SET: CURB
 AQ1845_STAMPING: 79 78 A49
 AQ1845_MARK LOGO: FLDNR
 AQ1845_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1845
 AQ1845  HISTORY     - Date     Condition        Report By
 AQ1845  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1845  HISTORY     - 19950801 MARK NOT FOUND   USPSQD
 AQ1845  HISTORY     - 20260219 MARK NOT FOUND   GEOCAC
 AQ1845
 AQ1845                          STATION DESCRIPTION
 AQ1845
 AQ1845'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1845'4.3 MI NE FROM PORT ORANGE.
 AQ1845'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1845'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1845'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 3 MILES
 AQ1845'TO THE JUNCTION OF DUNDEE ROAD AND THE MARK. THE MARK BEARS 5.6 FEET
 AQ1845'WEST OF A FIRE HYDRANT, 25 FEET SOUTHEAST OF THE CENTERLINE OF DUNDEE
 AQ1845'ROAD, AND 38.4 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1845'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1845'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1845
 AQ1845                          STATION RECOVERY (1995)
 AQ1845
 AQ1845'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1845'MARK NOT FOUND.
 AQ1845
 AQ1845                          STATION RECOVERY (2026)
 AQ1845
 AQ1845'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1845'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1844 ***********************************************************************
 AQ1844  DESIGNATION -  79 78 A 49 RM 1
 AQ1844  PID         -  AQ1844
 AQ1844  STATE/COUNTY-  FL/VOLUSIA
 AQ1844  COUNTRY     -  US
 AQ1844  USGS QUAD   -  PORT ORANGE (2018)
 AQ1844
 AQ1844                         *CURRENT SURVEY CONTROL
 AQ1844  ______________________________________________________________________
 AQ1844* NAD 83(1986) POSITION- 29 11 17.3    (N) 080 59 20.8    (W)   HD_HELD2
 AQ1844* NAVD 88 ORTHO HEIGHT -     3.514 (meters)       11.53  (feet) ADJUSTED
 AQ1844  ______________________________________________________________________
 AQ1844  GEOID HEIGHT    -        -28.382 (meters)                     GEOID18
 AQ1844  DYNAMIC HEIGHT  -          3.509 (meters)       11.51  (feet) COMP
 AQ1844  MODELED GRAVITY -    979,276.5   (mgal)                       NAVD 88
 AQ1844
 AQ1844  VERT ORDER      -  SECOND    CLASS II
 AQ1844
 AQ1844.The horizontal coordinates were established by autonomous hand held GPS
 AQ1844.observations and have an estimated accuracy of +/- 10 meters.
 AQ1844
 AQ1844.The orthometric height was determined by differential leveling and
 AQ1844.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1844.in June 1991.
 AQ1844
 AQ1844.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1844.GEOID18 height accuracy estimate available here.
 AQ1844
 AQ1844.Click photographs - Photos may exist for this station.
 AQ1844
 AQ1844.The dynamic height is computed by dividing the NAVD 88
 AQ1844.geopotential number by the normal gravity value computed on the
 AQ1844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1844.degrees latitude (g = 980.6199 gals.).
 AQ1844
 AQ1844.The modeled gravity was interpolated from observed gravity values.
 AQ1844
 AQ1844;                    North         East    Units  Estimated Accuracy
 AQ1844;SPC FL E     -   537,882.      201,059.      MT  (+/- 10 meters HH2 GPS)
 AQ1844
 AQ1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0105828830(NAD 83)
 AQ1844
 AQ1844                          SUPERSEDED SURVEY CONTROL
 AQ1844
 AQ1844  NGVD 29 (09/01/92)    3.871  (m)           12.70   (f) ADJUSTED    2 2
 AQ1844
 AQ1844.Superseded values are not recommended for survey control.
 AQ1844
 AQ1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1844.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1844
 AQ1844_MARKER: DR = REFERENCE MARK DISK
 AQ1844_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1844_SP_SET: CURB
 AQ1844_STAMPING: 79 78 A49 RM NO 1
 AQ1844_MARK LOGO: FLDT
 AQ1844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1844+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2026
 AQ1844
 AQ1844  HISTORY     - Date     Condition        Report By
 AQ1844  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1844  HISTORY     - 1990     GOOD             USPSQD
 AQ1844  HISTORY     - 19950801 GOOD             USPSQD
 AQ1844  HISTORY     - 20070813 GOOD             GEOCAC
 AQ1844  HISTORY     - 20260219 GOOD             GEOCAC
 AQ1844
 AQ1844                          STATION DESCRIPTION
 AQ1844
 AQ1844'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1844'4.3 MI NE FROM PORT ORANGE.
 AQ1844'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1844'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1844'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 3 MILES
 AQ1844'TO THE JUNCTION OF DUNDEE ROAD AND THE MARK. THE MARK BEARS 15.7 FEET
 AQ1844'SOUTHEAST OF THE CENTER OF DRIVEWAY TO MOTEL, 32.0 FEET SOUTHWEST OF
 AQ1844'THE CENTERLINE OF STATE ROAD A1A, AND 36.4 FEET EAST NORTHEAST OF THE
 AQ1844'CENTER OF MOTEL OFFICE DOOR.
 AQ1844
 AQ1844                          STATION RECOVERY (1990)
 AQ1844
 AQ1844'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1844'RECOVERED IN GOOD CONDITION.
 AQ1844
 AQ1844                          STATION RECOVERY (1995)
 AQ1844
 AQ1844'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1844'RECOVERED IN GOOD CONDITION.
 AQ1844
 AQ1844                          STATION RECOVERY (2007)
 AQ1844
 AQ1844'RECOVERY NOTE BY GEOCACHING 2007 (BRW)
 AQ1844'RECOVERED IN GOOD CONDITION.
 AQ1844
 AQ1844                          STATION RECOVERY (2026)
 AQ1844
 AQ1844'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1844'THE MARK IS 61.0 FT (18.6 M) SOUTHEAST OF THE CENTERLINE OF DUNDEE
 AQ1844'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1846 ***********************************************************************
 AQ1846  DESIGNATION -  79 78 A 49 RM 2
 AQ1846  PID         -  AQ1846
 AQ1846  STATE/COUNTY-  FL/VOLUSIA
 AQ1846  COUNTRY     -  US
 AQ1846  USGS QUAD   -  PORT ORANGE (2018)
 AQ1846
 AQ1846                         *CURRENT SURVEY CONTROL
 AQ1846  ______________________________________________________________________
 AQ1846* NAD 83(1986) POSITION- 29 11 17.7    (N) 080 59 21.6    (W)   HD_HELD2
 AQ1846* NAVD 88 ORTHO HEIGHT -     3.386 (meters)       11.11  (feet) ADJUSTED
 AQ1846  ______________________________________________________________________
 AQ1846  GEOID HEIGHT    -        -28.382 (meters)                     GEOID18
 AQ1846  DYNAMIC HEIGHT  -          3.381 (meters)       11.09  (feet) COMP
 AQ1846  MODELED GRAVITY -    979,276.5   (mgal)                       NAVD 88
 AQ1846
 AQ1846  VERT ORDER      -  SECOND    CLASS II
 AQ1846
 AQ1846.The horizontal coordinates were established by autonomous hand held GPS
 AQ1846.observations and have an estimated accuracy of +/- 10 meters.
 AQ1846
 AQ1846.The orthometric height was determined by differential leveling and
 AQ1846.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1846.in June 1991.
 AQ1846
 AQ1846.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1846.GEOID18 height accuracy estimate available here.
 AQ1846
 AQ1846.Click photographs - Photos may exist for this station.
 AQ1846
 AQ1846.The dynamic height is computed by dividing the NAVD 88
 AQ1846.geopotential number by the normal gravity value computed on the
 AQ1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1846.degrees latitude (g = 980.6199 gals.).
 AQ1846
 AQ1846.The modeled gravity was interpolated from observed gravity values.
 AQ1846
 AQ1846;                    North         East    Units  Estimated Accuracy
 AQ1846;SPC FL E     -   537,894.      201,037.      MT  (+/- 10 meters HH2 GPS)
 AQ1846
 AQ1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0103728842(NAD 83)
 AQ1846
 AQ1846                          SUPERSEDED SURVEY CONTROL
 AQ1846
 AQ1846  NGVD 29 (09/01/92)    3.743  (m)           12.28   (f) ADJUSTED    2 2
 AQ1846
 AQ1846.Superseded values are not recommended for survey control.
 AQ1846
 AQ1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1846.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1846
 AQ1846_MARKER: DR = REFERENCE MARK DISK
 AQ1846_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1846_SP_SET: CURB
 AQ1846_STAMPING: 79 78 A49 RM NO 2
 AQ1846_MARK LOGO: FLDT
 AQ1846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1846+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2026
 AQ1846
 AQ1846  HISTORY     - Date     Condition        Report By
 AQ1846  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1846  HISTORY     - 19950815 GOOD             USPSQD
 AQ1846  HISTORY     - 20260219 GOOD             GEOCAC
 AQ1846
 AQ1846                          STATION DESCRIPTION
 AQ1846
 AQ1846'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1846'4.3 MI NE FROM PORT ORANGE.
 AQ1846'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1846'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1846'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 3 MILES
 AQ1846'TO THE JUNCTION OF DUNDEE ROAD AND THE MARK. THE MARK BEARS 15.5 FEET
 AQ1846'SOUTHEAST OF THE CENTERLINE OF DUNDEE ROAD, AND 22.8 FEET WEST OF THE
 AQ1846'CENTER OF A METAL MAN HOLE COVER.
 AQ1846
 AQ1846                          STATION RECOVERY (1995)
 AQ1846
 AQ1846'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1846'RECOVERED IN GOOD CONDITION.
 AQ1846
 AQ1846                          STATION RECOVERY (2026)
 AQ1846
 AQ1846'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1846'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1847 ***********************************************************************
 AQ1847  DESIGNATION -  79 78 A 50
 AQ1847  PID         -  AQ1847
 AQ1847  STATE/COUNTY-  FL/VOLUSIA
 AQ1847  COUNTRY     -  US
 AQ1847  USGS QUAD   -  PORT ORANGE (2018)
 AQ1847
 AQ1847                         *CURRENT SURVEY CONTROL
 AQ1847  ______________________________________________________________________
 AQ1847* NAD 83(1986) POSITION- 29 11 40.     (N) 080 59 32.     (W)   SCALED
 AQ1847* NAVD 88 ORTHO HEIGHT -     3.965 (meters)       13.01  (feet) ADJUSTED
 AQ1847  ______________________________________________________________________
 AQ1847  GEOID HEIGHT    -        -28.384 (meters)                     GEOID18
 AQ1847  DYNAMIC HEIGHT  -          3.960 (meters)       12.99  (feet) COMP
 AQ1847  MODELED GRAVITY -    979,277.2   (mgal)                       NAVD 88
 AQ1847
 AQ1847  VERT ORDER      -  SECOND    CLASS II
 AQ1847
 AQ1847.The horizontal coordinates were scaled from a map and have
 AQ1847.an estimated accuracy of +/- 6 seconds.
 AQ1847
 AQ1847.The orthometric height was determined by differential leveling and
 AQ1847.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1847.in June 1991.
 AQ1847
 AQ1847.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1847.GEOID18 height accuracy estimate available here.
 AQ1847
 AQ1847.Click photographs - Photos may exist for this station.
 AQ1847
 AQ1847.The dynamic height is computed by dividing the NAVD 88
 AQ1847.geopotential number by the normal gravity value computed on the
 AQ1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1847.degrees latitude (g = 980.6199 gals.).
 AQ1847
 AQ1847.The modeled gravity was interpolated from observed gravity values.
 AQ1847
 AQ1847;                    North         East    Units  Estimated Accuracy
 AQ1847;SPC FL E     -   538,580.      200,760.      MT  (+/- 180 meters Scaled)
 AQ1847
 AQ1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN007295(NAD 83)
 AQ1847
 AQ1847                          SUPERSEDED SURVEY CONTROL
 AQ1847
 AQ1847  NGVD 29 (09/01/92)    4.321  (m)           14.18   (f) ADJUSTED    2 2
 AQ1847
 AQ1847.Superseded values are not recommended for survey control.
 AQ1847
 AQ1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1847.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1847
 AQ1847_MARKER: DD = SURVEY DISK
 AQ1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1847_STAMPING: 79 78 A50
 AQ1847_MARK LOGO: FLDNR
 AQ1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1847+STABILITY: SURFACE MOTION
 AQ1847
 AQ1847  HISTORY     - Date     Condition        Report By
 AQ1847  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1847  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1847  HISTORY     - 19950815 MARK NOT FOUND   USPSQD
 AQ1847
 AQ1847                          STATION DESCRIPTION
 AQ1847
 AQ1847'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1847'4.6 MI NE FROM PORT ORANGE.
 AQ1847'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1847'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1847'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 3.3
 AQ1847'MILES TO THE MARK, WHICH BEARS 4 FEET SOUTHWEST OF CONCRETE CURB OF
 AQ1847'PARKING LOT, 18.0 FEET SOUTHEAST OF CENTER OF AKU TIKI INN DRIVEWAY,
 AQ1847'AND 34.5 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A. MARK
 AQ1847'IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1847'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1847
 AQ1847                          STATION RECOVERY (1990)
 AQ1847
 AQ1847'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1847'MARK NOT FOUND.
 AQ1847
 AQ1847                          STATION RECOVERY (1995)
 AQ1847
 AQ1847'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1847'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1849 ***********************************************************************
 AQ1849  DESIGNATION -  79 78 A 51
 AQ1849  PID         -  AQ1849
 AQ1849  STATE/COUNTY-  FL/VOLUSIA
 AQ1849  COUNTRY     -  US
 AQ1849  USGS QUAD   -  PORT ORANGE (2018)
 AQ1849
 AQ1849                         *CURRENT SURVEY CONTROL
 AQ1849  ______________________________________________________________________
 AQ1849* NAD 83(1986) POSITION- 29 12 00.     (N) 080 59 42.     (W)   SCALED
 AQ1849* NAVD 88 ORTHO HEIGHT -     4.167 (meters)       13.67  (feet) ADJUSTED
 AQ1849  ______________________________________________________________________
 AQ1849  GEOID HEIGHT    -        -28.385 (meters)                     GEOID18
 AQ1849  DYNAMIC HEIGHT  -          4.162 (meters)       13.65  (feet) COMP
 AQ1849  MODELED GRAVITY -    979,277.9   (mgal)                       NAVD 88
 AQ1849
 AQ1849  VERT ORDER      -  SECOND    CLASS II
 AQ1849
 AQ1849.The horizontal coordinates were scaled from a map and have
 AQ1849.an estimated accuracy of +/- 6 seconds.
 AQ1849
 AQ1849.The orthometric height was determined by differential leveling and
 AQ1849.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1849.in June 1991.
 AQ1849
 AQ1849.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1849.GEOID18 height accuracy estimate available here.
 AQ1849
 AQ1849.Click photographs - Photos may exist for this station.
 AQ1849
 AQ1849.The dynamic height is computed by dividing the NAVD 88
 AQ1849.geopotential number by the normal gravity value computed on the
 AQ1849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1849.degrees latitude (g = 980.6199 gals.).
 AQ1849
 AQ1849.The modeled gravity was interpolated from observed gravity values.
 AQ1849
 AQ1849;                    North         East    Units  Estimated Accuracy
 AQ1849;SPC FL E     -   539,200.      200,490.      MT  (+/- 180 meters Scaled)
 AQ1849
 AQ1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN004301(NAD 83)
 AQ1849
 AQ1849                          SUPERSEDED SURVEY CONTROL
 AQ1849
 AQ1849  NGVD 29 (09/01/92)    4.525  (m)           14.85   (f) ADJUSTED    2 2
 AQ1849
 AQ1849.Superseded values are not recommended for survey control.
 AQ1849
 AQ1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1849.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1849
 AQ1849_MARKER: DD = SURVEY DISK
 AQ1849_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1849_SP_SET: SIDEWALK
 AQ1849_STAMPING: 79 78 A51
 AQ1849_MARK LOGO: FLDNR
 AQ1849_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1849
 AQ1849  HISTORY     - Date     Condition        Report By
 AQ1849  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1849  HISTORY     - 19950815 GOOD             USPSQD
 AQ1849  HISTORY     - 20260223 MARK NOT FOUND   GEOCAC
 AQ1849
 AQ1849                          STATION DESCRIPTION
 AQ1849
 AQ1849'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1849'3.1 MI SE FROM DAYTONA BEACH.
 AQ1849'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1849'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1849'THENCE SOUTHEAST ON STATE ROAD A1A FOR 1.7 MILES TO THE JUNCTION OF
 AQ1849'SUNRISE BOULEVARD AND THE MARK JUST SOUTH OF THE JUNCTION. THE MARK
 AQ1849'BEARS 11.3 FEET NORTH OF A LARGE SIGN FOR THE RED SNAPPER RESTAURANT,
 AQ1849'39.5 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND 45.0 FEET
 AQ1849'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING. MARK IS A FLORIDA
 AQ1849'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1849'OF TRANSPORTATION.
 AQ1849
 AQ1849                          STATION RECOVERY (1995)
 AQ1849
 AQ1849'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1849'RECOVERED IN GOOD CONDITION.
 AQ1849
 AQ1849                          STATION RECOVERY (2026)
 AQ1849
 AQ1849'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1849'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1848 ***********************************************************************
 AQ1848  DESIGNATION -  79 78 A 51 RM 1
 AQ1848  PID         -  AQ1848
 AQ1848  STATE/COUNTY-  FL/VOLUSIA
 AQ1848  COUNTRY     -  US
 AQ1848  USGS QUAD   -  PORT ORANGE (2018)
 AQ1848
 AQ1848                         *CURRENT SURVEY CONTROL
 AQ1848  ______________________________________________________________________
 AQ1848* NAD 83(1986) POSITION- 29 12 00.     (N) 080 59 42.     (W)   SCALED
 AQ1848* NAVD 88 ORTHO HEIGHT -     4.096 (meters)       13.44  (feet) ADJUSTED
 AQ1848  ______________________________________________________________________
 AQ1848  GEOID HEIGHT    -        -28.385 (meters)                     GEOID18
 AQ1848  DYNAMIC HEIGHT  -          4.090 (meters)       13.42  (feet) COMP
 AQ1848  MODELED GRAVITY -    979,277.9   (mgal)                       NAVD 88
 AQ1848
 AQ1848  VERT ORDER      -  SECOND    CLASS II
 AQ1848
 AQ1848.The horizontal coordinates were scaled from a map and have
 AQ1848.an estimated accuracy of +/- 6 seconds.
 AQ1848
 AQ1848.The orthometric height was determined by differential leveling and
 AQ1848.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1848.in June 1991.
 AQ1848
 AQ1848.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1848.GEOID18 height accuracy estimate available here.
 AQ1848
 AQ1848.Click photographs - Photos may exist for this station.
 AQ1848
 AQ1848.The dynamic height is computed by dividing the NAVD 88
 AQ1848.geopotential number by the normal gravity value computed on the
 AQ1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1848.degrees latitude (g = 980.6199 gals.).
 AQ1848
 AQ1848.The modeled gravity was interpolated from observed gravity values.
 AQ1848
 AQ1848;                    North         East    Units  Estimated Accuracy
 AQ1848;SPC FL E     -   539,200.      200,490.      MT  (+/- 180 meters Scaled)
 AQ1848
 AQ1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN004301(NAD 83)
 AQ1848
 AQ1848                          SUPERSEDED SURVEY CONTROL
 AQ1848
 AQ1848  NGVD 29 (09/01/92)    4.454  (m)           14.61   (f) ADJUSTED    2 2
 AQ1848
 AQ1848.Superseded values are not recommended for survey control.
 AQ1848
 AQ1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1848.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1848
 AQ1848_MARKER: DD = SURVEY DISK
 AQ1848_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1848_SP_SET: CURB
 AQ1848_STAMPING: 79 78 A51 RM NO 1
 AQ1848_MARK LOGO: FLDT
 AQ1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1848
 AQ1848  HISTORY     - Date     Condition        Report By
 AQ1848  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1848  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1848  HISTORY     - 20260223 MARK NOT FOUND   GEOCAC
 AQ1848
 AQ1848                          STATION DESCRIPTION
 AQ1848
 AQ1848'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1848'3.1 MI SE FROM DAYTONA BEACH.
 AQ1848'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1848'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1848'THENCE SOUTHEAST ON STATE ROAD A1A FOR 1.7 MILES TO THE JUNCTION OF
 AQ1848'SUNRISE BOULEVARD AND THE MARK, JUST SOUTH OF THE JUNCTION. THE MARK
 AQ1848'BEARS 17 FEET NORTHWEST OF THE CENTER OF ENTRANCE DRIVE TO RED SNAPPER
 AQ1848'RESTAURANT, 19.2 FEET EAST OF A LARGE SIGN FOR RESAURANT, 32.5 FEET
 AQ1848'SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND 46.5 FEET NORTH OF
 AQ1848'THE NORTHEAST CORNER OF RESTAURANT.
 AQ1848
 AQ1848                          STATION RECOVERY (1990)
 AQ1848
 AQ1848'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1848'MARK NOT FOUND.
 AQ1848
 AQ1848                          STATION RECOVERY (2026)
 AQ1848
 AQ1848'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1848'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1850 ***********************************************************************
 AQ1850  DESIGNATION -  79 78 A 51 RM 2
 AQ1850  PID         -  AQ1850
 AQ1850  STATE/COUNTY-  FL/VOLUSIA
 AQ1850  COUNTRY     -  US
 AQ1850  USGS QUAD   -  PORT ORANGE (2018)
 AQ1850
 AQ1850                         *CURRENT SURVEY CONTROL
 AQ1850  ______________________________________________________________________
 AQ1850* NAD 83(1986) POSITION- 29 12 00.6    (N) 080 59 42.6    (W)   HD_HELD2
 AQ1850* NAVD 88 ORTHO HEIGHT -     4.098 (meters)       13.44  (feet) ADJUSTED
 AQ1850  ______________________________________________________________________
 AQ1850  GEOID HEIGHT    -        -28.385 (meters)                     GEOID18
 AQ1850  DYNAMIC HEIGHT  -          4.092 (meters)       13.43  (feet) COMP
 AQ1850  MODELED GRAVITY -    979,277.9   (mgal)                       NAVD 88
 AQ1850
 AQ1850  VERT ORDER      -  SECOND    CLASS II
 AQ1850
 AQ1850.The horizontal coordinates were established by autonomous hand held GPS
 AQ1850.observations and have an estimated accuracy of +/- 10 meters.
 AQ1850
 AQ1850.The orthometric height was determined by differential leveling and
 AQ1850.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1850.in June 1991.
 AQ1850
 AQ1850.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1850.GEOID18 height accuracy estimate available here.
 AQ1850
 AQ1850.Click photographs - Photos may exist for this station.
 AQ1850
 AQ1850.The dynamic height is computed by dividing the NAVD 88
 AQ1850.geopotential number by the normal gravity value computed on the
 AQ1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1850.degrees latitude (g = 980.6199 gals.).
 AQ1850
 AQ1850.The modeled gravity was interpolated from observed gravity values.
 AQ1850
 AQ1850;                    North         East    Units  Estimated Accuracy
 AQ1850;SPC FL E     -   539,215.      200,470.      MT  (+/- 10 meters HH2 GPS)
 AQ1850
 AQ1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0046930162(NAD 83)
 AQ1850
 AQ1850                          SUPERSEDED SURVEY CONTROL
 AQ1850
 AQ1850  NGVD 29 (09/01/92)    4.456  (m)           14.62   (f) ADJUSTED    2 2
 AQ1850
 AQ1850.Superseded values are not recommended for survey control.
 AQ1850
 AQ1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1850.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1850
 AQ1850_MARKER: DD = SURVEY DISK
 AQ1850_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1850_SP_SET: CURB
 AQ1850_STAMPING: 79 78 A51 RM NO 2
 AQ1850_MARK LOGO: FLDT
 AQ1850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1850+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2026
 AQ1850
 AQ1850  HISTORY     - Date     Condition        Report By
 AQ1850  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1850  HISTORY     - 1990     GOOD             USPSQD
 AQ1850  HISTORY     - 19950815 GOOD             USPSQD
 AQ1850  HISTORY     - 20170307 GOOD             USPSQD
 AQ1850  HISTORY     - 20260223 GOOD             GEOCAC
 AQ1850
 AQ1850                          STATION DESCRIPTION
 AQ1850
 AQ1850'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1850'3.1 MI SE FROM DAYTONA BEACH.
 AQ1850'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1850'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1850'THENCE SOUTHEAST ON STATE ROAD A1A FOR 1.7 MILES TO THE JUNCTION OF
 AQ1850'SUNRISE BOULEVARD AND THE MARK, JUST SOUTH OF THE JUNCTION. THE MARK
 AQ1850'BEARS 1.3 FEET EAST OF A POWERLINE POLE, 27.6 FEET EAST NORTHEAST OF
 AQ1850'THE SOUTHEAST CORNER OF BUILDING, AND 32.5 FEET SOUTHWEST OF THE
 AQ1850'CENTERLINE OF STATE ROAD A1A.
 AQ1850
 AQ1850                          STATION RECOVERY (1990)
 AQ1850
 AQ1850'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1850'RECOVERED IN GOOD CONDITION.
 AQ1850
 AQ1850                          STATION RECOVERY (1995)
 AQ1850
 AQ1850'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1850'RECOVERED IN GOOD CONDITION.
 AQ1850
 AQ1850                          STATION RECOVERY (2017)
 AQ1850
 AQ1850'RECOVERY NOTE BY US POWER SQUADRON 2017 (TJH)
 AQ1850'STAMPING IS WORN.
 AQ1850
 AQ1850                          STATION RECOVERY (2026)
 AQ1850
 AQ1850'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1850'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1851 ***********************************************************************
 AQ1851  DESIGNATION -  79 78 A 52
 AQ1851  PID         -  AQ1851
 AQ1851  STATE/COUNTY-  FL/VOLUSIA
 AQ1851  COUNTRY     -  US
 AQ1851  USGS QUAD   -  PORT ORANGE (2018)
 AQ1851
 AQ1851                         *CURRENT SURVEY CONTROL
 AQ1851  ______________________________________________________________________
 AQ1851* NAD 83(1986) POSITION- 29 12 26.     (N) 080 59 54.     (W)   SCALED
 AQ1851* NAVD 88 ORTHO HEIGHT -     4.154 (meters)       13.63  (feet) ADJUSTED
 AQ1851  ______________________________________________________________________
 AQ1851  GEOID HEIGHT    -        -28.388 (meters)                     GEOID18
 AQ1851  DYNAMIC HEIGHT  -          4.149 (meters)       13.61  (feet) COMP
 AQ1851  MODELED GRAVITY -    979,278.7   (mgal)                       NAVD 88
 AQ1851
 AQ1851  VERT ORDER      -  SECOND    CLASS II
 AQ1851
 AQ1851.The horizontal coordinates were scaled from a map and have
 AQ1851.an estimated accuracy of +/- 6 seconds.
 AQ1851
 AQ1851.The orthometric height was determined by differential leveling and
 AQ1851.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1851.in June 1991.
 AQ1851
 AQ1851.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1851.GEOID18 height accuracy estimate available here.
 AQ1851
 AQ1851.Click photographs - Photos may exist for this station.
 AQ1851
 AQ1851.The dynamic height is computed by dividing the NAVD 88
 AQ1851.geopotential number by the normal gravity value computed on the
 AQ1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1851.degrees latitude (g = 980.6199 gals.).
 AQ1851
 AQ1851.The modeled gravity was interpolated from observed gravity values.
 AQ1851
 AQ1851;                    North         East    Units  Estimated Accuracy
 AQ1851;SPC FL E     -   540,000.      200,160.      MT  (+/- 180 meters Scaled)
 AQ1851
 AQ1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN001309(NAD 83)
 AQ1851
 AQ1851                          SUPERSEDED SURVEY CONTROL
 AQ1851
 AQ1851  NGVD 29 (09/01/92)    4.515  (m)           14.81   (f) ADJUSTED    2 2
 AQ1851
 AQ1851.Superseded values are not recommended for survey control.
 AQ1851
 AQ1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1851.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1851
 AQ1851_MARKER: DD = SURVEY DISK
 AQ1851_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1851_SP_SET: CURB
 AQ1851_STAMPING: 79 78 A52
 AQ1851_MARK LOGO: FLDNR
 AQ1851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1851
 AQ1851  HISTORY     - Date     Condition        Report By
 AQ1851  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1851  HISTORY     - 1990     GOOD             USPSQD
 AQ1851  HISTORY     - 19950815 GOOD             USPSQD
 AQ1851  HISTORY     - 20260223 MARK NOT FOUND   GEOCAC
 AQ1851
 AQ1851                          STATION DESCRIPTION
 AQ1851
 AQ1851'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1851'2.5 MI SE FROM DAYTONA BEACH.
 AQ1851'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1851'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1851'THENCE SOUTHEAST ON STATE ROAD A1A FOR 1.1 MILES TO THE JUNCTION OF
 AQ1851'OLD TRAIL ROAD AND THE MARK. THE MARK BEARS 3.7 FEET SOUTH SOUTHEAST
 AQ1851'OF A POWERLINE POLE, 10.3 FEET WEST OF A MOTEL SIGN, AND 32.0 FEET
 AQ1851'NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A. MARK IS A FLORIDA
 AQ1851'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1851'OF TRANSPORTATION.
 AQ1851
 AQ1851                          STATION RECOVERY (1990)
 AQ1851
 AQ1851'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1851'RECOVERED IN GOOD CONDITION.
 AQ1851
 AQ1851                          STATION RECOVERY (1995)
 AQ1851
 AQ1851'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1851'RECOVERED IN GOOD CONDITION.
 AQ1851
 AQ1851                          STATION RECOVERY (2026)
 AQ1851
 AQ1851'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1851'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1853 ***********************************************************************
 AQ1853  DESIGNATION -  79 78 A 53
 AQ1853  PID         -  AQ1853
 AQ1853  STATE/COUNTY-  FL/VOLUSIA
 AQ1853  COUNTRY     -  US
 AQ1853  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1853
 AQ1853                         *CURRENT SURVEY CONTROL
 AQ1853  ______________________________________________________________________
 AQ1853* NAD 83(1986) POSITION- 29 12 42.1    (N) 081 00 03.2    (W)   HD_HELD2
 AQ1853* NAVD 88 ORTHO HEIGHT -     4.014 (meters)       13.17  (feet) ADJUSTED
 AQ1853  ______________________________________________________________________
 AQ1853  GEOID HEIGHT    -        -28.389 (meters)                     GEOID18
 AQ1853  DYNAMIC HEIGHT  -          4.009 (meters)       13.15  (feet) COMP
 AQ1853  MODELED GRAVITY -    979,278.4   (mgal)                       NAVD 88
 AQ1853
 AQ1853  VERT ORDER      -  SECOND    CLASS II
 AQ1853
 AQ1853.The horizontal coordinates were established by autonomous hand held GPS
 AQ1853.observations and have an estimated accuracy of +/- 10 meters.
 AQ1853
 AQ1853.The orthometric height was determined by differential leveling and
 AQ1853.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1853.in June 1991.
 AQ1853
 AQ1853.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1853.GEOID18 height accuracy estimate available here.
 AQ1853
 AQ1853.Click photographs - Photos may exist for this station.
 AQ1853
 AQ1853.The dynamic height is computed by dividing the NAVD 88
 AQ1853.geopotential number by the normal gravity value computed on the
 AQ1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1853.degrees latitude (g = 980.6199 gals.).
 AQ1853
 AQ1853.The modeled gravity was interpolated from observed gravity values.
 AQ1853
 AQ1853;                    North         East    Units  Estimated Accuracy
 AQ1853;SPC FL E     -   540,492.      199,914.      MT  (+/- 10 meters HH2 GPS)
 AQ1853
 AQ1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9991331439(NAD 83)
 AQ1853
 AQ1853                          SUPERSEDED SURVEY CONTROL
 AQ1853
 AQ1853  NGVD 29 (09/01/92)    4.377  (m)           14.36   (f) ADJUSTED    2 2
 AQ1853
 AQ1853.Superseded values are not recommended for survey control.
 AQ1853
 AQ1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1853.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1853
 AQ1853_MARKER: DD = SURVEY DISK
 AQ1853_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1853_SP_SET: DRIVEWAY
 AQ1853_STAMPING: 79 78 A53
 AQ1853_MARK LOGO: FLDNR
 AQ1853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1853+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2026
 AQ1853
 AQ1853  HISTORY     - Date     Condition        Report By
 AQ1853  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1853  HISTORY     - 1990     GOOD             USPSQD
 AQ1853  HISTORY     - 20170307 GOOD             USPSQD
 AQ1853  HISTORY     - 20260223 GOOD             GEOCAC
 AQ1853
 AQ1853                          STATION DESCRIPTION
 AQ1853
 AQ1853'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1853'2.2 MI EAST FROM DAYTONA BEACH.
 AQ1853'BEGIN AT THE INTERSECTION OF US92 AND US 1 IN DAYTONA BEACH. PROCEED
 AQ1853'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1853'THENCE SOUTHEAST ON STATE ROAD A1A FOR 0.8 MILE TO THE MARK. THE MARK
 AQ1853'BEARS 33 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, 35.5
 AQ1853'FEET SOUTHEAST OF A POWERLINE POLE, AND 39.7 FEET NORTH NORTHWEST OF
 AQ1853'THE NORTHWEST CORNER OF THE SUN MOTEL OFFICE. MARK IS A FLORIDA
 AQ1853'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1853'OF TRANSPORTATION.
 AQ1853
 AQ1853                          STATION RECOVERY (1990)
 AQ1853
 AQ1853'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1853'RECOVERED IN GOOD CONDITION.
 AQ1853
 AQ1853                          STATION RECOVERY (2017)
 AQ1853
 AQ1853'RECOVERY NOTE BY US POWER SQUADRON 2017 (TJH)
 AQ1853'THE STAMPING IS NOT VISIBLE.
 AQ1853
 AQ1853                          STATION RECOVERY (2026)
 AQ1853
 AQ1853'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1852 ***********************************************************************
 AQ1852  DESIGNATION -  79 78 A 53 RM 1
 AQ1852  PID         -  AQ1852
 AQ1852  STATE/COUNTY-  FL/VOLUSIA
 AQ1852  COUNTRY     -  US
 AQ1852  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1852
 AQ1852                         *CURRENT SURVEY CONTROL
 AQ1852  ______________________________________________________________________
 AQ1852* NAD 83(1986) POSITION- 29 12 41.6    (N) 081 00 02.9    (W)   HD_HELD2
 AQ1852* NAVD 88 ORTHO HEIGHT -     4.002 (meters)       13.13  (feet) ADJUSTED
 AQ1852  ______________________________________________________________________
 AQ1852  GEOID HEIGHT    -        -28.389 (meters)                     GEOID18
 AQ1852  DYNAMIC HEIGHT  -          3.997 (meters)       13.11  (feet) COMP
 AQ1852  MODELED GRAVITY -    979,278.4   (mgal)                       NAVD 88
 AQ1852
 AQ1852  VERT ORDER      -  SECOND    CLASS II
 AQ1852
 AQ1852.The horizontal coordinates were established by autonomous hand held GPS
 AQ1852.observations and have an estimated accuracy of +/- 10 meters.
 AQ1852
 AQ1852.The orthometric height was determined by differential leveling and
 AQ1852.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1852.in June 1991.
 AQ1852
 AQ1852.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1852.GEOID18 height accuracy estimate available here.
 AQ1852
 AQ1852.Click photographs - Photos may exist for this station.
 AQ1852
 AQ1852.The dynamic height is computed by dividing the NAVD 88
 AQ1852.geopotential number by the normal gravity value computed on the
 AQ1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1852.degrees latitude (g = 980.6199 gals.).
 AQ1852
 AQ1852.The modeled gravity was interpolated from observed gravity values.
 AQ1852
 AQ1852;                    North         East    Units  Estimated Accuracy
 AQ1852;SPC FL E     -   540,477.      199,922.      MT  (+/- 10 meters HH2 GPS)
 AQ1852
 AQ1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9992131424(NAD 83)
 AQ1852
 AQ1852                          SUPERSEDED SURVEY CONTROL
 AQ1852
 AQ1852  NGVD 29 (09/01/92)    4.364  (m)           14.32   (f) ADJUSTED    2 2
 AQ1852
 AQ1852.Superseded values are not recommended for survey control.
 AQ1852
 AQ1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1852.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1852
 AQ1852_MARKER: DD = SURVEY DISK
 AQ1852_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1852_SP_SET: CURB
 AQ1852_STAMPING: 79 78 A53 RM NO 1
 AQ1852_MARK LOGO: FLDT
 AQ1852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1852+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2026
 AQ1852
 AQ1852  HISTORY     - Date     Condition        Report By
 AQ1852  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1852  HISTORY     - 1990     GOOD             USPSQD
 AQ1852  HISTORY     - 20170307 GOOD             USPSQD
 AQ1852  HISTORY     - 20260223 GOOD             GEOCAC
 AQ1852
 AQ1852                          STATION DESCRIPTION
 AQ1852
 AQ1852'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1852'2.2 MI EAST FROM DAYTONA BEACH.
 AQ1852'BEGIN AT THE INTERSECTION OF US 92 AND SU 1 IN DAYTONA BEACH. PROCEED
 AQ1852'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1852'THENCE SOUTHEAST ON STATE ROAD A1A FOR 0.8 MILE TO THE MARK, WHICH
 AQ1852'BEARS 12.2 FEET NORTHEAST OF THE NORTHEAST CORNER OF SUN MOTEL OFFICE,
 AQ1852'12.3 FEET NORTHEAST OF CENTER OF A METAL MAN HOLE COVER, AND 32 FEET
 AQ1852'SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1852
 AQ1852                          STATION RECOVERY (1990)
 AQ1852
 AQ1852'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1852'RECOVERED IN GOOD CONDITION.
 AQ1852
 AQ1852                          STATION RECOVERY (2017)
 AQ1852
 AQ1852'RECOVERY NOTE BY US POWER SQUADRON 2017 (TJH)
 AQ1852'THE STAMPING IS WORN AND HAS YELLOW PAINT ON THE MARK.
 AQ1852
 AQ1852                          STATION RECOVERY (2026)
 AQ1852
 AQ1852'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1854 ***********************************************************************
 AQ1854  DESIGNATION -  79 78 A 53 RM 2
 AQ1854  PID         -  AQ1854
 AQ1854  STATE/COUNTY-  FL/VOLUSIA
 AQ1854  COUNTRY     -  US
 AQ1854  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1854
 AQ1854                         *CURRENT SURVEY CONTROL
 AQ1854  ______________________________________________________________________
 AQ1854* NAD 83(1986) POSITION- 29 12 42.4    (N) 081 00 03.4    (W)   HD_HELD2
 AQ1854* NAVD 88 ORTHO HEIGHT -     4.040 (meters)       13.25  (feet) ADJUSTED
 AQ1854  ______________________________________________________________________
 AQ1854  GEOID HEIGHT    -        -28.390 (meters)                     GEOID18
 AQ1854  DYNAMIC HEIGHT  -          4.035 (meters)       13.24  (feet) COMP
 AQ1854  MODELED GRAVITY -    979,278.4   (mgal)                       NAVD 88
 AQ1854
 AQ1854  VERT ORDER      -  SECOND    CLASS II
 AQ1854
 AQ1854.The horizontal coordinates were established by autonomous hand held GPS
 AQ1854.observations and have an estimated accuracy of +/- 10 meters.
 AQ1854
 AQ1854.The orthometric height was determined by differential leveling and
 AQ1854.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1854.in June 1991.
 AQ1854
 AQ1854.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1854.GEOID18 height accuracy estimate available here.
 AQ1854
 AQ1854.Click photographs - Photos may exist for this station.
 AQ1854
 AQ1854.The dynamic height is computed by dividing the NAVD 88
 AQ1854.geopotential number by the normal gravity value computed on the
 AQ1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1854.degrees latitude (g = 980.6199 gals.).
 AQ1854
 AQ1854.The modeled gravity was interpolated from observed gravity values.
 AQ1854
 AQ1854;                    North         East    Units  Estimated Accuracy
 AQ1854;SPC FL E     -   540,502.      199,908.      MT  (+/- 10 meters HH2 GPS)
 AQ1854
 AQ1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9990831449(NAD 83)
 AQ1854
 AQ1854                          SUPERSEDED SURVEY CONTROL
 AQ1854
 AQ1854  NGVD 29 (09/01/92)    4.403  (m)           14.45   (f) ADJUSTED    2 2
 AQ1854
 AQ1854.Superseded values are not recommended for survey control.
 AQ1854
 AQ1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1854.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1854
 AQ1854_MARKER: DD = SURVEY DISK
 AQ1854_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1854_SP_SET: CURB
 AQ1854_STAMPING: 79 78 A53 RM NO 2
 AQ1854_MARK LOGO: FLDT
 AQ1854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1854+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2026
 AQ1854
 AQ1854  HISTORY     - Date     Condition        Report By
 AQ1854  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1854  HISTORY     - 1990     GOOD             USPSQD
 AQ1854  HISTORY     - 20260223 GOOD             GEOCAC
 AQ1854
 AQ1854                          STATION DESCRIPTION
 AQ1854
 AQ1854'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1854'2.2 MI EAST FROM DAYTONA BEACH.
 AQ1854'BEGIN AT THE INTERSECTION OF US 92 AND US 1 IN DAYTONA BEACH.
 AQ1854'PROCEED NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD
 AQ1854'A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 0.8 MILE TO THE MARK,
 AQ1854'WHICH BEARS 4.1 FEET SOUTHEAST OF A POWER POLE, 31.5 FEET SOUTHWEST OF
 AQ1854'CENTERLINE OF STATE ROAD A1A, AND 70.5 FEET NORTH NORTHWEST OF NORTH
 AQ1854'WEST CORNER OF SUN MOTEL OFFICE.
 AQ1854
 AQ1854                          STATION RECOVERY (1990)
 AQ1854
 AQ1854'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1854'RECOVERED IN GOOD CONDITION.
 AQ1854
 AQ1854                          STATION RECOVERY (2026)
 AQ1854
 AQ1854'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1854'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1855 ***********************************************************************
 AQ1855  DESIGNATION -  79 78 A 54
 AQ1855  PID         -  AQ1855
 AQ1855  STATE/COUNTY-  FL/VOLUSIA
 AQ1855  COUNTRY     -  US
 AQ1855  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1855
 AQ1855                         *CURRENT SURVEY CONTROL
 AQ1855  ______________________________________________________________________
 AQ1855* NAD 83(1986) POSITION- 29 12 50.     (N) 081 00 08.     (W)   SCALED
 AQ1855* NAVD 88 ORTHO HEIGHT -     3.387 (meters)       11.11  (feet) ADJUSTED
 AQ1855  ______________________________________________________________________
 AQ1855  GEOID HEIGHT    -        -28.390 (meters)                     GEOID18
 AQ1855  DYNAMIC HEIGHT  -          3.382 (meters)       11.10  (feet) COMP
 AQ1855  MODELED GRAVITY -    979,278.7   (mgal)                       NAVD 88
 AQ1855
 AQ1855  VERT ORDER      -  SECOND    CLASS II
 AQ1855
 AQ1855.The horizontal coordinates were scaled from a map and have
 AQ1855.an estimated accuracy of +/- 6 seconds.
 AQ1855
 AQ1855.The orthometric height was determined by differential leveling and
 AQ1855.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1855.in June 1991.
 AQ1855
 AQ1855.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1855.GEOID18 height accuracy estimate available here.
 AQ1855
 AQ1855.Click photographs - Photos may exist for this station.
 AQ1855
 AQ1855.The dynamic height is computed by dividing the NAVD 88
 AQ1855.geopotential number by the normal gravity value computed on the
 AQ1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1855.degrees latitude (g = 980.6199 gals.).
 AQ1855
 AQ1855.The modeled gravity was interpolated from observed gravity values.
 AQ1855
 AQ1855;                    North         East    Units  Estimated Accuracy
 AQ1855;SPC FL E     -   540,740.      199,780.      MT  (+/- 180 meters Scaled)
 AQ1855
 AQ1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN997316(NAD 83)
 AQ1855
 AQ1855                          SUPERSEDED SURVEY CONTROL
 AQ1855
 AQ1855  NGVD 29 (09/01/92)    3.750  (m)           12.30   (f) ADJUSTED    2 2
 AQ1855
 AQ1855.Superseded values are not recommended for survey control.
 AQ1855
 AQ1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1855.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1855
 AQ1855_MARKER: DD = SURVEY DISK
 AQ1855_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1855_SP_SET: SIDEWALK
 AQ1855_STAMPING: 79 78 A54
 AQ1855_MARK LOGO: FLDNR
 AQ1855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1855
 AQ1855  HISTORY     - Date     Condition        Report By
 AQ1855  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1855  HISTORY     - 1990     GOOD             USPSQD
 AQ1855
 AQ1855                          STATION DESCRIPTION
 AQ1855
 AQ1855'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1855'2.0 MI EAST FROM DAYTONA BEACH.
 AQ1855'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1855'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1855'THENCE SOUTHEAST O STATE ROAD A1A FOR 0.6 MILE TO THE MARK, WHICH
 AQ1855'IS JUST NORTH OF PHOENIX AVENUE, AND BEARS 2.0 FEET SOUTHEAST OF A
 AQ1855'POWERLINE POLE, 36.3 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD
 AQ1855'A1A, AND 102 FEET NORTHWEST OF THE CENTERLINE OF PHOENIX AVENUE.
 AQ1855'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1855'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1855
 AQ1855                          STATION RECOVERY (1990)
 AQ1855
 AQ1855'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1855'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1856 ***********************************************************************
 AQ1856  DESIGNATION -  79 78 A 54 A
 AQ1856  PID         -  AQ1856
 AQ1856  STATE/COUNTY-  FL/VOLUSIA
 AQ1856  COUNTRY     -  US
 AQ1856  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1856
 AQ1856                         *CURRENT SURVEY CONTROL
 AQ1856  ______________________________________________________________________
 AQ1856* NAD 83(1986) POSITION- 29 12 56.     (N) 081 00 09.     (W)   SCALED
 AQ1856* NAVD 88 ORTHO HEIGHT -     3.735 (meters)       12.25  (feet) ADJUSTED
 AQ1856  ______________________________________________________________________
 AQ1856  GEOID HEIGHT    -        -28.391 (meters)                     GEOID18
 AQ1856  DYNAMIC HEIGHT  -          3.730 (meters)       12.24  (feet) COMP
 AQ1856  MODELED GRAVITY -    979,278.9   (mgal)                       NAVD 88
 AQ1856
 AQ1856  VERT ORDER      -  SECOND    CLASS II
 AQ1856
 AQ1856.The horizontal coordinates were scaled from a map and have
 AQ1856.an estimated accuracy of +/- 6 seconds.
 AQ1856
 AQ1856.The orthometric height was determined by differential leveling and
 AQ1856.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1856.in June 1991.
 AQ1856
 AQ1856.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1856.GEOID18 height accuracy estimate available here.
 AQ1856
 AQ1856.Click photographs - Photos may exist for this station.
 AQ1856
 AQ1856.The dynamic height is computed by dividing the NAVD 88
 AQ1856.geopotential number by the normal gravity value computed on the
 AQ1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1856.degrees latitude (g = 980.6199 gals.).
 AQ1856
 AQ1856.The modeled gravity was interpolated from observed gravity values.
 AQ1856
 AQ1856;                    North         East    Units  Estimated Accuracy
 AQ1856;SPC FL E     -   540,920.      199,760.      MT  (+/- 180 meters Scaled)
 AQ1856
 AQ1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN997318(NAD 83)
 AQ1856
 AQ1856                          SUPERSEDED SURVEY CONTROL
 AQ1856
 AQ1856  NGVD 29 (09/01/92)    4.099  (m)           13.45   (f) ADJUSTED    2 2
 AQ1856
 AQ1856.Superseded values are not recommended for survey control.
 AQ1856
 AQ1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1856.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1856
 AQ1856_MARKER: DD = SURVEY DISK
 AQ1856_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1856_SP_SET: CURB
 AQ1856_STAMPING: 79 78 A54A
 AQ1856_MARK LOGO: FLDNR
 AQ1856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1856
 AQ1856  HISTORY     - Date     Condition        Report By
 AQ1856  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1856  HISTORY     - 1990     GOOD             USPSQD
 AQ1856  HISTORY     - 20260223 MARK NOT FOUND   GEOCAC
 AQ1856
 AQ1856                          STATION DESCRIPTION
 AQ1856
 AQ1856'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1856'1.9 MI EAST FROM DAYTONA BEACH.
 AQ1856'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1856'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1856'THENCE SOUTHEAST ON STATE ROAD A1A FOR 0.5 MILE TO THE MARK IN FRONT
 AQ1856'OF MONTE CARLO BEACH MOTEL. THE MARK BEARS 14 FEET WEST OF SOUTHWEST
 AQ1856'CORNER OF OFFICE FOR MONTE CARLO BEACH MOTEL, 32.8 FEET NORTHEAST OF
 AQ1856'THE CENTERLINE OF STATE ROAD A1A, AND 37 FEET SOUTHEAST OF A POWERLINE
 AQ1856'POLE. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AQ1856'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1856
 AQ1856                          STATION RECOVERY (1990)
 AQ1856
 AQ1856'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1856'RECOVERED IN GOOD CONDITION.
 AQ1856
 AQ1856                          STATION RECOVERY (2026)
 AQ1856
 AQ1856'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1856'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1857 ***********************************************************************
 AQ1857  DESIGNATION -  79 78 A 55
 AQ1857  PID         -  AQ1857
 AQ1857  STATE/COUNTY-  FL/VOLUSIA
 AQ1857  COUNTRY     -  US
 AQ1857  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1857
 AQ1857                         *CURRENT SURVEY CONTROL
 AQ1857  ______________________________________________________________________
 AQ1857* NAD 83(1986) POSITION- 29 13 04.     (N) 081 00 12.     (W)   SCALED
 AQ1857* NAVD 88 ORTHO HEIGHT -     4.204 (meters)       13.79  (feet) ADJUSTED
 AQ1857  ______________________________________________________________________
 AQ1857  GEOID HEIGHT    -        -28.392 (meters)                     GEOID18
 AQ1857  DYNAMIC HEIGHT  -          4.199 (meters)       13.78  (feet) COMP
 AQ1857  MODELED GRAVITY -    979,279.2   (mgal)                       NAVD 88
 AQ1857
 AQ1857  VERT ORDER      -  SECOND    CLASS II
 AQ1857
 AQ1857.The horizontal coordinates were scaled from a map and have
 AQ1857.an estimated accuracy of +/- 6 seconds.
 AQ1857
 AQ1857.The orthometric height was determined by differential leveling and
 AQ1857.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1857.in June 1991.
 AQ1857
 AQ1857.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1857.GEOID18 height accuracy estimate available here.
 AQ1857
 AQ1857.Click photographs - Photos may exist for this station.
 AQ1857
 AQ1857.The dynamic height is computed by dividing the NAVD 88
 AQ1857.geopotential number by the normal gravity value computed on the
 AQ1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1857.degrees latitude (g = 980.6199 gals.).
 AQ1857
 AQ1857.The modeled gravity was interpolated from observed gravity values.
 AQ1857
 AQ1857;                    North         East    Units  Estimated Accuracy
 AQ1857;SPC FL E     -   541,170.      199,680.      MT  (+/- 180 meters Scaled)
 AQ1857
 AQ1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN996321(NAD 83)
 AQ1857
 AQ1857                          SUPERSEDED SURVEY CONTROL
 AQ1857
 AQ1857  NGVD 29 (09/01/92)    4.569  (m)           14.99   (f) ADJUSTED    2 2
 AQ1857
 AQ1857.Superseded values are not recommended for survey control.
 AQ1857
 AQ1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1857.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1857
 AQ1857_MARKER: DD = SURVEY DISK
 AQ1857_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1857_SP_SET: SIDEWALK
 AQ1857_STAMPING: 79 78 A55
 AQ1857_MARK LOGO: FLDNR
 AQ1857_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1857
 AQ1857  HISTORY     - Date     Condition        Report By
 AQ1857  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1857  HISTORY     - 1990     GOOD             USPSQD
 AQ1857  HISTORY     - 20260223 MARK NOT FOUND   GEOCAC
 AQ1857
 AQ1857                          STATION DESCRIPTION
 AQ1857
 AQ1857'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1857'1.8 MI EAST FROM DAYTONA BEACH.
 AQ1857'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1857'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1857'THENCE SOUTHEAST ON STATE ROAD A1A FOR 0.4 MILE TO THE JUNCTION OF
 AQ1857'REVILO AVENUE AND THE MARK. THE MARK BEARS 2.4 FEET WEST OF THE
 AQ1857'SOUTHWEST CORNER OF CONCRETE WALL, 5.1 FEET SOUTHEAST OF A POWERLINE
 AQ1857'POLE, 16.7 FEET SOUTHWEST OF THE CENTER OF SEA-SUN MOTEL OFFICE DOOR,
 AQ1857'32.5 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A, AND 47.4
 AQ1857'FEET NORTHWEST OF THE CENTER OF THE ENTRANCE DRIVE TO MOTEL. MARK
 AQ1857'IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1857'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1857
 AQ1857                          STATION RECOVERY (1990)
 AQ1857
 AQ1857'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1857'RECOVERED IN GOOD CONDITION.
 AQ1857
 AQ1857                          STATION RECOVERY (2026)
 AQ1857
 AQ1857'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1857'MARK NOT FOUND.  SIDEWALK REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1861 ***********************************************************************
 AQ1861  DESIGNATION -  79 78 A 56
 AQ1861  PID         -  AQ1861
 AQ1861  STATE/COUNTY-  FL/VOLUSIA
 AQ1861  COUNTRY     -  US
 AQ1861  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1861
 AQ1861                         *CURRENT SURVEY CONTROL
 AQ1861  ______________________________________________________________________
 AQ1861* NAD 83(1986) POSITION- 29 13 31.     (N) 081 00 27.     (W)   SCALED
 AQ1861* NAVD 88 ORTHO HEIGHT -     3.522 (meters)       11.56  (feet) ADJUSTED
 AQ1861  ______________________________________________________________________
 AQ1861  GEOID HEIGHT    -        -28.395 (meters)                     GEOID18
 AQ1861  DYNAMIC HEIGHT  -          3.518 (meters)       11.54  (feet) COMP
 AQ1861  MODELED GRAVITY -    979,280.0   (mgal)                       NAVD 88
 AQ1861
 AQ1861  VERT ORDER      -  SECOND    CLASS II
 AQ1861
 AQ1861.The horizontal coordinates were scaled from a map and have
 AQ1861.an estimated accuracy of +/- 6 seconds.
 AQ1861
 AQ1861.The orthometric height was determined by differential leveling and
 AQ1861.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1861.in June 1991.
 AQ1861
 AQ1861.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1861.GEOID18 height accuracy estimate available here.
 AQ1861
 AQ1861.Click photographs - Photos may exist for this station.
 AQ1861
 AQ1861.The dynamic height is computed by dividing the NAVD 88
 AQ1861.geopotential number by the normal gravity value computed on the
 AQ1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1861.degrees latitude (g = 980.6199 gals.).
 AQ1861
 AQ1861.The modeled gravity was interpolated from observed gravity values.
 AQ1861
 AQ1861;                    North         East    Units  Estimated Accuracy
 AQ1861;SPC FL E     -   542,000.      199,270.      MT  (+/- 180 meters Scaled)
 AQ1861
 AQ1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN992329(NAD 83)
 AQ1861
 AQ1861                          SUPERSEDED SURVEY CONTROL
 AQ1861
 AQ1861  NGVD 29 (09/01/92)    3.885  (m)           12.75   (f) ADJUSTED    2 2
 AQ1861
 AQ1861.Superseded values are not recommended for survey control.
 AQ1861
 AQ1861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1861.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1861
 AQ1861_MARKER: DD = SURVEY DISK
 AQ1861_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1861_SP_SET: SIDEWALK
 AQ1861_STAMPING: 79 78 A56
 AQ1861_MARK LOGO: FLDNR
 AQ1861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1861
 AQ1861  HISTORY     - Date     Condition        Report By
 AQ1861  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1861  HISTORY     - 1990     GOOD             USPSQD
 AQ1861  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1861
 AQ1861                          STATION DESCRIPTION
 AQ1861
 AQ1861'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1861'1.7 MI EAST FROM DAYTONA BEACH.
 AQ1861'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1861'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1861'THENCE NORTHWEST ON STATE ROAD A1A FOR 0.3 MILE TO THE JUNCTION OF
 AQ1861'HARVEY AVENUE AND THE MARK. THE MARK BEARS 7 FEET NORTHEAST OF JIFFY
 AQ1861'FOOD STORE SIGN POST, 33.0 FEET NORTHWEST OF THE CENTERLINE OF HARVEY
 AQ1861'STREET, 34.5 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND
 AQ1861'50.5 FEET EAST NORTHEAST OF THE FRONT DOOR TO JIFFY FOOD STORE.
 AQ1861'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1861'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1861
 AQ1861                          STATION RECOVERY (1990)
 AQ1861
 AQ1861'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1861'RECOVERED IN GOOD CONDITION.
 AQ1861
 AQ1861                          STATION RECOVERY (2026)
 AQ1861
 AQ1861'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1861'MARK NOT FOUND.  SIDEWALK REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1860 ***********************************************************************
 AQ1860  DESIGNATION -  79 78 A 56 RM 1
 AQ1860  PID         -  AQ1860
 AQ1860  STATE/COUNTY-  FL/VOLUSIA
 AQ1860  COUNTRY     -  US
 AQ1860  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1860
 AQ1860                         *CURRENT SURVEY CONTROL
 AQ1860  ______________________________________________________________________
 AQ1860* NAD 83(1986) POSITION- 29 13 31.     (N) 081 00 27.     (W)   SCALED
 AQ1860* NAVD 88 ORTHO HEIGHT -     3.115 (meters)       10.22  (feet) ADJUSTED
 AQ1860  ______________________________________________________________________
 AQ1860  GEOID HEIGHT    -        -28.395 (meters)                     GEOID18
 AQ1860  DYNAMIC HEIGHT  -          3.111 (meters)       10.21  (feet) COMP
 AQ1860  MODELED GRAVITY -    979,280.0   (mgal)                       NAVD 88
 AQ1860
 AQ1860  VERT ORDER      -  SECOND    CLASS II
 AQ1860
 AQ1860.The horizontal coordinates were scaled from a map and have
 AQ1860.an estimated accuracy of +/- 6 seconds.
 AQ1860
 AQ1860.The orthometric height was determined by differential leveling and
 AQ1860.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1860.in June 1991.
 AQ1860
 AQ1860.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1860.GEOID18 height accuracy estimate available here.
 AQ1860
 AQ1860.Click photographs - Photos may exist for this station.
 AQ1860
 AQ1860.The dynamic height is computed by dividing the NAVD 88
 AQ1860.geopotential number by the normal gravity value computed on the
 AQ1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1860.degrees latitude (g = 980.6199 gals.).
 AQ1860
 AQ1860.The modeled gravity was interpolated from observed gravity values.
 AQ1860
 AQ1860;                    North         East    Units  Estimated Accuracy
 AQ1860;SPC FL E     -   542,000.      199,270.      MT  (+/- 180 meters Scaled)
 AQ1860
 AQ1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN992329(NAD 83)
 AQ1860
 AQ1860                          SUPERSEDED SURVEY CONTROL
 AQ1860
 AQ1860  NGVD 29 (09/01/92)    3.478  (m)           11.41   (f) ADJUSTED    2 2
 AQ1860
 AQ1860.Superseded values are not recommended for survey control.
 AQ1860
 AQ1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1860.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1860
 AQ1860_MARKER: DD = SURVEY DISK
 AQ1860_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1860_SP_SET: CURB
 AQ1860_STAMPING: 79 78 A56 RM NO 1
 AQ1860_MARK LOGO: FLDT
 AQ1860_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1860
 AQ1860  HISTORY     - Date     Condition        Report By
 AQ1860  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1860  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1860
 AQ1860                          STATION DESCRIPTION
 AQ1860
 AQ1860'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1860'1.7 MI EAST FROM DAYTONA BEACH.
 AQ1860'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1860'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1860'THENCE NORTHWEST ON STATE ROAD A1A FOR 0.3 MILE TO THE JUNCTION OF
 AQ1860'HARVEY AVENUE AND THE MARK. THE MARK BEARS 14.5 FEET NORTHWEST OF THE
 AQ1860'CENTERLINE OF HARVEY AVENUE, 16.3 FEET SOUTH OF A SIGN POST FOR JIFFY
 AQ1860'FOOD STORE, AND 43.5 FEET SOUTHEAST OF FRONT DOOR TO FOOD STORE.
 AQ1860
 AQ1860                          STATION RECOVERY (2026)
 AQ1860
 AQ1860'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1860'MARK NOT FOUND.  CURB REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1862 ***********************************************************************
 AQ1862  DESIGNATION -  79 78 A 56 RM 2
 AQ1862  PID         -  AQ1862
 AQ1862  STATE/COUNTY-  FL/VOLUSIA
 AQ1862  COUNTRY     -  US
 AQ1862  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1862
 AQ1862                         *CURRENT SURVEY CONTROL
 AQ1862  ______________________________________________________________________
 AQ1862* NAD 83(1986) POSITION- 29 13 31.     (N) 081 00 27.     (W)   SCALED
 AQ1862* NAVD 88 ORTHO HEIGHT -     3.520 (meters)       11.55  (feet) ADJUSTED
 AQ1862  ______________________________________________________________________
 AQ1862  GEOID HEIGHT    -        -28.395 (meters)                     GEOID18
 AQ1862  DYNAMIC HEIGHT  -          3.515 (meters)       11.53  (feet) COMP
 AQ1862  MODELED GRAVITY -    979,280.0   (mgal)                       NAVD 88
 AQ1862
 AQ1862  VERT ORDER      -  SECOND    CLASS II
 AQ1862
 AQ1862.The horizontal coordinates were scaled from a map and have
 AQ1862.an estimated accuracy of +/- 6 seconds.
 AQ1862
 AQ1862.The orthometric height was determined by differential leveling and
 AQ1862.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1862.in June 1991.
 AQ1862
 AQ1862.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1862.GEOID18 height accuracy estimate available here.
 AQ1862
 AQ1862.Click photographs - Photos may exist for this station.
 AQ1862
 AQ1862.The dynamic height is computed by dividing the NAVD 88
 AQ1862.geopotential number by the normal gravity value computed on the
 AQ1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1862.degrees latitude (g = 980.6199 gals.).
 AQ1862
 AQ1862.The modeled gravity was interpolated from observed gravity values.
 AQ1862
 AQ1862;                    North         East    Units  Estimated Accuracy
 AQ1862;SPC FL E     -   542,000.      199,270.      MT  (+/- 180 meters Scaled)
 AQ1862
 AQ1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN992329(NAD 83)
 AQ1862
 AQ1862                          SUPERSEDED SURVEY CONTROL
 AQ1862
 AQ1862  NGVD 29 (09/01/92)    3.882  (m)           12.74   (f) ADJUSTED    2 2
 AQ1862
 AQ1862.Superseded values are not recommended for survey control.
 AQ1862
 AQ1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1862.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1862
 AQ1862_MARKER: DD = SURVEY DISK
 AQ1862_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1862_SP_SET: CURB
 AQ1862_STAMPING: 79 78 A56 RM NO 2
 AQ1862_MARK LOGO: FLDT
 AQ1862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1862
 AQ1862  HISTORY     - Date     Condition        Report By
 AQ1862  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1862  HISTORY     - 1990     GOOD             USPSQD
 AQ1862  HISTORY     - 20060112 MARK NOT FOUND   USPSQD
 AQ1862
 AQ1862                          STATION DESCRIPTION
 AQ1862
 AQ1862'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1862'1.7 MI EAST FROM DAYTONA BEACH.
 AQ1862'BEGIN AT THE INTERSECTION OF US 92 AND US 1 IN DAYTONA BEACH. PROCEED
 AQ1862'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1862'THENCE NORTHWEST ON STATE ROAD A1A FOR 0.3 MILE TO THE JUNCTION OF
 AQ1862'HARVEY AVENUE AND THE MARK. THE MARK BEARS 25 FEET NORTH OF A JIFFY
 AQ1862'FOOD STORE SIGN POST, 32.0 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 AQ1862'ROAD A1A, AND 54 FEET NORTHEAST OF THE FRONT DOOR TO JIFFY FOOD STORE.
 AQ1862
 AQ1862                          STATION RECOVERY (1990)
 AQ1862
 AQ1862'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1862'RECOVERED IN GOOD CONDITION.
 AQ1862
 AQ1862                          STATION RECOVERY (2006)
 AQ1862
 AQ1862'RECOVERY NOTE BY US POWER SQUADRON 2006 (MA)
 AQ1862'JIFFY STORE GONE.  NEW SIDEWALK
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1863 ***********************************************************************
 AQ1863  DESIGNATION -  79 78 A 57
 AQ1863  PID         -  AQ1863
 AQ1863  STATE/COUNTY-  FL/VOLUSIA
 AQ1863  COUNTRY     -  US
 AQ1863  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1863
 AQ1863                         *CURRENT SURVEY CONTROL
 AQ1863  ______________________________________________________________________
 AQ1863* NAD 83(1986) POSITION- 29 13 51.     (N) 081 00 36.     (W)   SCALED
 AQ1863* NAVD 88 ORTHO HEIGHT -     3.536 (meters)       11.60  (feet) ADJUSTED
 AQ1863  ______________________________________________________________________
 AQ1863  GEOID HEIGHT    -        -28.397 (meters)                     GEOID18
 AQ1863  DYNAMIC HEIGHT  -          3.531 (meters)       11.58  (feet) COMP
 AQ1863  MODELED GRAVITY -    979,280.6   (mgal)                       NAVD 88
 AQ1863
 AQ1863  VERT ORDER      -  SECOND    CLASS II
 AQ1863
 AQ1863.The horizontal coordinates were scaled from a map and have
 AQ1863.an estimated accuracy of +/- 6 seconds.
 AQ1863
 AQ1863.The orthometric height was determined by differential leveling and
 AQ1863.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1863.in June 1991.
 AQ1863
 AQ1863.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1863.GEOID18 height accuracy estimate available here.
 AQ1863
 AQ1863.Click photographs - Photos may exist for this station.
 AQ1863
 AQ1863.The dynamic height is computed by dividing the NAVD 88
 AQ1863.geopotential number by the normal gravity value computed on the
 AQ1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1863.degrees latitude (g = 980.6199 gals.).
 AQ1863
 AQ1863.The modeled gravity was interpolated from observed gravity values.
 AQ1863
 AQ1863;                    North         East    Units  Estimated Accuracy
 AQ1863;SPC FL E     -   542,610.      199,030.      MT  (+/- 180 meters Scaled)
 AQ1863
 AQ1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN990335(NAD 83)
 AQ1863
 AQ1863                          SUPERSEDED SURVEY CONTROL
 AQ1863
 AQ1863  NGVD 29 (09/01/92)    3.897  (m)           12.79   (f) ADJUSTED    2 2
 AQ1863
 AQ1863.Superseded values are not recommended for survey control.
 AQ1863
 AQ1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1863.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1863
 AQ1863_MARKER: DD = SURVEY DISK
 AQ1863_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1863_SP_SET: SIDEWALK
 AQ1863_STAMPING: 79 78 A57
 AQ1863_MARK LOGO: FLDNR
 AQ1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1863
 AQ1863  HISTORY     - Date     Condition        Report By
 AQ1863  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1863  HISTORY     - 1990     GOOD             USPSQD
 AQ1863  HISTORY     - 20060112 MARK NOT FOUND   USPSQD
 AQ1863
 AQ1863                          STATION DESCRIPTION
 AQ1863
 AQ1863'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1863'2.1 MI NE FROM DAYTONA BEACH.
 AQ1863'BEGIN AT THE INTERSECTION OF US 92 AND US 1 IN DAYTONA BEACH. PROCEED
 AQ1863'NORTHEAST ON US 92 FOR 1.4 MILES TO THE INTERSECTION OF STATE ROAD
 AQ1863'A1A, THENCE NORTHWEST OF STATE ROAD A1A FOR 0.7 MILE TO THE MARK AT
 AQ1863'226 NORTH ATLANTIC AVENUE. THE MARK BEARS 20.2 FEET NORTHWEST OF A
 AQ1863'POWERLINE POLE, 23.5 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD
 AQ1863'A1A, 38.5 FEET WEST OF THE NORTHWEST CORNER OF A GRAY TWO-STORY
 AQ1863'BUILDING, AND 46.5 FEET SOUTHWEST OF A 12 INCH PALM TREE. MARK IS A
 AQ1863'FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AQ1863'DEPARTMENT OF TRANSPORTATION.
 AQ1863
 AQ1863                          STATION RECOVERY (1990)
 AQ1863
 AQ1863'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1863'RECOVERED IN GOOD CONDITION.
 AQ1863
 AQ1863                          STATION RECOVERY (2006)
 AQ1863
 AQ1863'RECOVERY NOTE BY US POWER SQUADRON 2006 (MA)
 AQ1863'NEW LARGE HILTON HOTEL COMPLEX HERE NOW AND NEW SIDEWALK ALL ALONG THE
 AQ1863'FRONT OF THE BUILDING
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1865 ***********************************************************************
 AQ1865  DESIGNATION -  79 78 A 58
 AQ1865  PID         -  AQ1865
 AQ1865  STATE/COUNTY-  FL/VOLUSIA
 AQ1865  COUNTRY     -  US
 AQ1865  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1865
 AQ1865                         *CURRENT SURVEY CONTROL
 AQ1865  ______________________________________________________________________
 AQ1865* NAD 83(1986) POSITION- 29 14 14.     (N) 081 00 48.     (W)   SCALED
 AQ1865* NAVD 88 ORTHO HEIGHT -     3.464 (meters)       11.36  (feet) ADJUSTED
 AQ1865  ______________________________________________________________________
 AQ1865  GEOID HEIGHT    -        -28.400 (meters)                     GEOID18
 AQ1865  DYNAMIC HEIGHT  -          3.460 (meters)       11.35  (feet) COMP
 AQ1865  MODELED GRAVITY -    979,281.2   (mgal)                       NAVD 88
 AQ1865
 AQ1865  VERT ORDER      -  SECOND    CLASS II
 AQ1865
 AQ1865.The horizontal coordinates were scaled from a map and have
 AQ1865.an estimated accuracy of +/- 6 seconds.
 AQ1865
 AQ1865.The orthometric height was determined by differential leveling and
 AQ1865.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1865.in June 1991.
 AQ1865
 AQ1865.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1865.GEOID18 height accuracy estimate available here.
 AQ1865
 AQ1865.Click photographs - Photos may exist for this station.
 AQ1865
 AQ1865.The dynamic height is computed by dividing the NAVD 88
 AQ1865.geopotential number by the normal gravity value computed on the
 AQ1865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1865.degrees latitude (g = 980.6199 gals.).
 AQ1865
 AQ1865.The modeled gravity was interpolated from observed gravity values.
 AQ1865
 AQ1865;                    North         East    Units  Estimated Accuracy
 AQ1865;SPC FL E     -   543,320.      198,700.      MT  (+/- 180 meters Scaled)
 AQ1865
 AQ1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN987342(NAD 83)
 AQ1865
 AQ1865                          SUPERSEDED SURVEY CONTROL
 AQ1865
 AQ1865  NGVD 29 (09/01/92)    3.822  (m)           12.54   (f) ADJUSTED    2 2
 AQ1865
 AQ1865.Superseded values are not recommended for survey control.
 AQ1865
 AQ1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1865.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1865
 AQ1865_MARKER: DD = SURVEY DISK
 AQ1865_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1865_SP_SET: SIDEWALK
 AQ1865_STAMPING: 79 78 A58
 AQ1865_MARK LOGO: FLDNR
 AQ1865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1865
 AQ1865  HISTORY     - Date     Condition        Report By
 AQ1865  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1865  HISTORY     - 1990     GOOD             USPSQD
 AQ1865  HISTORY     - 20051217 GOOD             USPSQD
 AQ1865  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1865
 AQ1865                          STATION DESCRIPTION
 AQ1865
 AQ1865'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1865'2.6 MI NE FROM DAYTONA BEACH.
 AQ1865'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1865'NORTHEAST FOR 1.4 MILES ON US 92 TO THE JUNCTION OF STATE ROAD A1A,
 AQ1865'THENCE NORTHWEST ON STATE ROAD A1A FOR 1.2 MILES TO THE JUNCTION OF
 AQ1865'GLENVIEW BOULEVARD AND THE MARK. THE MARK BEARS 2.1 FEET EAST OF THE
 AQ1865'WEST EDGE OF THE SIDEWALK, 3.1 FEET NORTH OF A CONCRETE STREET LIGHT
 AQ1865'POLE, 30.4 FEET SOUTH OF THE CENTERLINE OF GLENVIEW BOULEVARD, 37.5
 AQ1865'FEET SOUTHWEST OF THE CENTERLINE OF THE CENTERLINE OF STATE ROAD A1A,
 AQ1865'AND 60.8 FEET NORTH NORTHEAST OF NORTHEAST CORNER OF GULF OIL SERVICE
 AQ1865'STATION. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AQ1865'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1865
 AQ1865                          STATION RECOVERY (1990)
 AQ1865
 AQ1865'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1865'RECOVERED IN GOOD CONDITION.
 AQ1865
 AQ1865                          STATION RECOVERY (2005)
 AQ1865
 AQ1865'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1865'RECOVERED IN GOOD CONDITION.
 AQ1865
 AQ1865                          STATION RECOVERY (2026)
 AQ1865
 AQ1865'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1865'MARK NOT FOUND.  SIDEWALK REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1864 ***********************************************************************
 AQ1864  DESIGNATION -  79 78 A 58 RM 1
 AQ1864  PID         -  AQ1864
 AQ1864  STATE/COUNTY-  FL/VOLUSIA
 AQ1864  COUNTRY     -  US
 AQ1864  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1864
 AQ1864                         *CURRENT SURVEY CONTROL
 AQ1864  ______________________________________________________________________
 AQ1864* NAD 83(1986) POSITION- 29 14 14.     (N) 081 00 48.     (W)   SCALED
 AQ1864* NAVD 88 ORTHO HEIGHT -     3.455 (meters)       11.34  (feet) ADJUSTED
 AQ1864  ______________________________________________________________________
 AQ1864  GEOID HEIGHT    -        -28.400 (meters)                     GEOID18
 AQ1864  DYNAMIC HEIGHT  -          3.450 (meters)       11.32  (feet) COMP
 AQ1864  MODELED GRAVITY -    979,281.2   (mgal)                       NAVD 88
 AQ1864
 AQ1864  VERT ORDER      -  SECOND    CLASS II
 AQ1864
 AQ1864.The horizontal coordinates were scaled from a map and have
 AQ1864.an estimated accuracy of +/- 6 seconds.
 AQ1864
 AQ1864.The orthometric height was determined by differential leveling and
 AQ1864.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1864.in June 1991.
 AQ1864
 AQ1864.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1864.GEOID18 height accuracy estimate available here.
 AQ1864
 AQ1864.Click photographs - Photos may exist for this station.
 AQ1864
 AQ1864.The dynamic height is computed by dividing the NAVD 88
 AQ1864.geopotential number by the normal gravity value computed on the
 AQ1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1864.degrees latitude (g = 980.6199 gals.).
 AQ1864
 AQ1864.The modeled gravity was interpolated from observed gravity values.
 AQ1864
 AQ1864;                    North         East    Units  Estimated Accuracy
 AQ1864;SPC FL E     -   543,320.      198,700.      MT  (+/- 180 meters Scaled)
 AQ1864
 AQ1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN987342(NAD 83)
 AQ1864
 AQ1864                          SUPERSEDED SURVEY CONTROL
 AQ1864
 AQ1864  NGVD 29 (09/01/92)    3.813  (m)           12.51   (f) ADJUSTED    2 2
 AQ1864
 AQ1864.Superseded values are not recommended for survey control.
 AQ1864
 AQ1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1864.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1864
 AQ1864_MARKER: DD = SURVEY DISK
 AQ1864_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1864_SP_SET: CURB
 AQ1864_STAMPING: 79 78 A58 RM NO 1
 AQ1864_MARK LOGO: FLDT
 AQ1864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1864
 AQ1864  HISTORY     - Date     Condition        Report By
 AQ1864  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1864  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1864  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1864
 AQ1864                          STATION DESCRIPTION
 AQ1864
 AQ1864'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1864'2.6 MI NE FROM DAYTONA BEACH.
 AQ1864'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1864'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1864'THENCE NORTHWEST ON STATE ROAD A1A FOR 1.2 MILES TO THE JUNCTION OF
 AQ1864'GLENVIEW BOULEVARD AND THE MARK, WHICH BEARS 14 FEET SOUTHEAST OF A
 AQ1864'STREET LIGHT POLE, 32 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD
 AQ1864'A1A, AND 39.5 FEET NORTH OF A GULF OIL SIGN POST.
 AQ1864
 AQ1864                          STATION RECOVERY (1990)
 AQ1864
 AQ1864'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1864'MARK NOT FOUND.
 AQ1864
 AQ1864                          STATION RECOVERY (2026)
 AQ1864
 AQ1864'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1864'MARK NOT FOUND.  CURB REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1866 ***********************************************************************
 AQ1866  DESIGNATION -  79 78 A 58 RM 2
 AQ1866  PID         -  AQ1866
 AQ1866  STATE/COUNTY-  FL/VOLUSIA
 AQ1866  COUNTRY     -  US
 AQ1866  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1866
 AQ1866                         *CURRENT SURVEY CONTROL
 AQ1866  ______________________________________________________________________
 AQ1866* NAD 83(1986) POSITION- 29 14 14.     (N) 081 00 48.     (W)   SCALED
 AQ1866* NAVD 88 ORTHO HEIGHT -     3.459 (meters)       11.35  (feet) ADJUSTED
 AQ1866  ______________________________________________________________________
 AQ1866  GEOID HEIGHT    -        -28.400 (meters)                     GEOID18
 AQ1866  DYNAMIC HEIGHT  -          3.455 (meters)       11.34  (feet) COMP
 AQ1866  MODELED GRAVITY -    979,281.2   (mgal)                       NAVD 88
 AQ1866
 AQ1866  VERT ORDER      -  SECOND    CLASS II
 AQ1866
 AQ1866.The horizontal coordinates were scaled from a map and have
 AQ1866.an estimated accuracy of +/- 6 seconds.
 AQ1866
 AQ1866.The orthometric height was determined by differential leveling and
 AQ1866.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1866.in June 1991.
 AQ1866
 AQ1866.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1866.GEOID18 height accuracy estimate available here.
 AQ1866
 AQ1866.Click photographs - Photos may exist for this station.
 AQ1866
 AQ1866.The dynamic height is computed by dividing the NAVD 88
 AQ1866.geopotential number by the normal gravity value computed on the
 AQ1866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1866.degrees latitude (g = 980.6199 gals.).
 AQ1866
 AQ1866.The modeled gravity was interpolated from observed gravity values.
 AQ1866
 AQ1866;                    North         East    Units  Estimated Accuracy
 AQ1866;SPC FL E     -   543,320.      198,700.      MT  (+/- 180 meters Scaled)
 AQ1866
 AQ1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN987342(NAD 83)
 AQ1866
 AQ1866                          SUPERSEDED SURVEY CONTROL
 AQ1866
 AQ1866  NGVD 29 (09/01/92)    3.817  (m)           12.52   (f) ADJUSTED    2 2
 AQ1866
 AQ1866.Superseded values are not recommended for survey control.
 AQ1866
 AQ1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1866.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1866
 AQ1866_MARKER: DD = SURVEY DISK
 AQ1866_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1866_SP_SET: CURB
 AQ1866_STAMPING: 79 78 A58 RM NO 2
 AQ1866_MARK LOGO: FLDT
 AQ1866_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1866
 AQ1866  HISTORY     - Date     Condition        Report By
 AQ1866  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1866  HISTORY     - 1990     GOOD             USPSQD
 AQ1866  HISTORY     - 20060112 GOOD             USPSQD
 AQ1866  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1866
 AQ1866                          STATION DESCRIPTION
 AQ1866
 AQ1866'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1866'2.6 MI NE FROM DAYTONA BEACH.
 AQ1866'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1866'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A,
 AQ1866'THENCE NORTHWEST ON STATE ROAD A1A FOR 1.2 MILES TO THE JUNCTION OF
 AQ1866'GLENVIEW BOULEVARD AND THE MARK. THE MARK BEARS 7.2 FEET NORTH OF THE
 AQ1866'NORTH EDGE OF THE SIDEWALK, 14.8 FEET SOUTH OF THE CENTERLINE OF
 AQ1866'GLENVIEW BOULEVARD, AND 20.8 FEET NORTHWEST OF CONCRETE STREET LIGHT
 AQ1866'POLE.
 AQ1866
 AQ1866                          STATION RECOVERY (1990)
 AQ1866
 AQ1866'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1866'RECOVERED IN GOOD CONDITION.
 AQ1866
 AQ1866                          STATION RECOVERY (2006)
 AQ1866
 AQ1866'RECOVERY NOTE BY US POWER SQUADRON 2006 (MA)
 AQ1866'RECOVERED IN GOOD CONDITION.
 AQ1866
 AQ1866                          STATION RECOVERY (2026)
 AQ1866
 AQ1866'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1866'MARK NOT FOUND.  CURB REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1867 ***********************************************************************
 AQ1867  DESIGNATION -  79 78 A 59
 AQ1867  PID         -  AQ1867
 AQ1867  STATE/COUNTY-  FL/VOLUSIA
 AQ1867  COUNTRY     -  US
 AQ1867  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1867
 AQ1867                         *CURRENT SURVEY CONTROL
 AQ1867  ______________________________________________________________________
 AQ1867* NAD 83(1986) POSITION- 29 14 38.     (N) 081 00 59.     (W)   SCALED
 AQ1867* NAVD 88 ORTHO HEIGHT -     3.699 (meters)       12.14  (feet) ADJUSTED
 AQ1867  ______________________________________________________________________
 AQ1867  GEOID HEIGHT    -        -28.404 (meters)                     GEOID18
 AQ1867  DYNAMIC HEIGHT  -          3.694 (meters)       12.12  (feet) COMP
 AQ1867  MODELED GRAVITY -    979,281.9   (mgal)                       NAVD 88
 AQ1867
 AQ1867  VERT ORDER      -  SECOND    CLASS II
 AQ1867
 AQ1867.The horizontal coordinates were scaled from a map and have
 AQ1867.an estimated accuracy of +/- 6 seconds.
 AQ1867
 AQ1867.The orthometric height was determined by differential leveling and
 AQ1867.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1867.in June 1991.
 AQ1867
 AQ1867.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1867.GEOID18 height accuracy estimate available here.
 AQ1867
 AQ1867.Click photographs - Photos may exist for this station.
 AQ1867
 AQ1867.The dynamic height is computed by dividing the NAVD 88
 AQ1867.geopotential number by the normal gravity value computed on the
 AQ1867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1867.degrees latitude (g = 980.6199 gals.).
 AQ1867
 AQ1867.The modeled gravity was interpolated from observed gravity values.
 AQ1867
 AQ1867;                    North         East    Units  Estimated Accuracy
 AQ1867;SPC FL E     -   544,060.      198,410.      MT  (+/- 180 meters Scaled)
 AQ1867
 AQ1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN984350(NAD 83)
 AQ1867
 AQ1867                          SUPERSEDED SURVEY CONTROL
 AQ1867
 AQ1867  NGVD 29 (09/01/92)    4.054  (m)           13.30   (f) ADJUSTED    2 2
 AQ1867
 AQ1867.Superseded values are not recommended for survey control.
 AQ1867
 AQ1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1867.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1867
 AQ1867_MARKER: DD = SURVEY DISK
 AQ1867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1867_STAMPING: 79 78 A59
 AQ1867_MARK LOGO: FLDNR
 AQ1867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1867+STABILITY: SURFACE MOTION
 AQ1867
 AQ1867  HISTORY     - Date     Condition        Report By
 AQ1867  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1867  HISTORY     - 1990     GOOD             USPSQD
 AQ1867  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1867
 AQ1867                          STATION DESCRIPTION
 AQ1867
 AQ1867'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1867'3.1 MI NE FROM DAYTONA BEACH.
 AQ1867'BEGIN AT THE INTERSECTION OF US 1 AND US 92 IN DAYTONA BEACH. PROCEED
 AQ1867'NORTHEAST ON US 92 FOR 1.4 MILES TO THE JUNCTION OF STATE ROAD A1A ,
 AQ1867'THENCE NORTHWEST ON STATE ROAD A1A FOR 1.7 MILES TO THE MARK, IN FRONT
 AQ1867'OF AND ACROSS ROAD FROM CAMELLIA MOTEL. THE MARK BEARS 6.9 FEET SOUTH
 AQ1867'WEST OF A TELEPHONE JUNCTION BOX, 11.2 FEET NORTHWEST OF THE CENTER OF
 AQ1867'A CONCRETE DRIVEWAY, 20.9 FEET NORTH NORTHWEST OF A CONCRETE POWERLINE
 AQ1867'POLE, AND 33.5 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1867'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1867'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1867
 AQ1867                          STATION RECOVERY (1990)
 AQ1867
 AQ1867'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1867'RECOVERED IN GOOD CONDITION.
 AQ1867
 AQ1867                          STATION RECOVERY (2026)
 AQ1867
 AQ1867'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1867'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1869 ***********************************************************************
 AQ1869  DESIGNATION -  79 78 A 60
 AQ1869  PID         -  AQ1869
 AQ1869  STATE/COUNTY-  FL/VOLUSIA
 AQ1869  COUNTRY     -  US
 AQ1869  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1869
 AQ1869                         *CURRENT SURVEY CONTROL
 AQ1869  ______________________________________________________________________
 AQ1869* NAD 83(2011) POSITION- 29 15 05.90992(N) 081 01 13.15097(W)   ADJUSTED
 AQ1869* NAD 83(2011) ELLIP HT-   -24.958 (meters)        (06/27/12)   ADJUSTED
 AQ1869* NAD 83(2011) EPOCH   -  2010.00
 AQ1869* NAVD 88 ORTHO HEIGHT -     3.447 (meters)       11.31  (feet) ADJUSTED
 AQ1869  ______________________________________________________________________
 AQ1869  GEOID HEIGHT    -        -28.410 (meters)                     GEOID18
 AQ1869  NAD 83(2011) X  -    869,270.370 (meters)                     COMP
 AQ1869  NAD 83(2011) Y  - -5,500,982.904 (meters)                     COMP
 AQ1869  NAD 83(2011) Z  -  3,098,253.615 (meters)                     COMP
 AQ1869  LAPLACE CORR    -         -0.12  (seconds)                    DEFLEC18
 AQ1869  DYNAMIC HEIGHT  -          3.443 (meters)       11.30  (feet) COMP
 AQ1869  MODELED GRAVITY -    979,282.5   (mgal)                       NAVD 88
 AQ1869
 AQ1869  VERT ORDER      -  SECOND    CLASS II
 AQ1869
 AQ1869  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ1869  Standards:
 AQ1869         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ1869            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ1869  -------------------------------------------------------------------
 AQ1869  NETWORK    1.17   2.10           0.52   0.43   1.07     -0.01681079
 AQ1869  -------------------------------------------------------------------
 AQ1869  Click here for local accuracies and other accuracy information.
 AQ1869
 AQ1869.The horizontal coordinates were established by GPS observations
 AQ1869.and adjusted by the National Geodetic Survey in June 2012.
 AQ1869
 AQ1869.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ1869.been affixed to the stable North American tectonic plate. See 
 AQ1869.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ1869
 AQ1869.The horizontal coordinates are valid at the epoch date displayed above
 AQ1869.which is a decimal equivalence of Year/Month/Day.
 AQ1869
 AQ1869.The orthometric height was determined by differential leveling and
 AQ1869.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1869.in June 1991.
 AQ1869
 AQ1869.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1869.GEOID18 height accuracy estimate available here.
 AQ1869
 AQ1869.Click photographs - Photos may exist for this station.
 AQ1869
 AQ1869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ1869
 AQ1869.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ1869
 AQ1869.The ellipsoidal height was determined by GPS observations
 AQ1869.and is referenced to NAD 83.
 AQ1869
 AQ1869.The dynamic height is computed by dividing the NAVD 88
 AQ1869.geopotential number by the normal gravity value computed on the
 AQ1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1869.degrees latitude (g = 980.6199 gals.).
 AQ1869
 AQ1869.The modeled gravity was interpolated from observed gravity values.
 AQ1869
 AQ1869. The following values were computed from the NAD 83(2011) position.
 AQ1869
 AQ1869;                    North         East     Units Scale Factor Converg.
 AQ1869;SPC FL E     -   544,919.991   198,025.000   MT  0.99994122   -0 00 35.7
 AQ1869;SPC FL E     - 1,787,791.67    649,687.02   sFT  0.99994122   -0 00 35.7
 AQ1869;UTM  17      - 3,235,866.048   498,025.674   MT  0.99960005   -0 00 35.7
 AQ1869
 AQ1869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ1869!SPC FL E     -   1.00000392  x   0.99994122  =   0.99994514
 AQ1869!UTM  17      -   1.00000392  x   0.99960005  =   0.99960397
 AQ1869
 AQ1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9802535866(NAD 83)
 AQ1869
 AQ1869                          SUPERSEDED SURVEY CONTROL
 AQ1869
 AQ1869  NAD 83(2007)-  29 15 05.90999(N)    081 01 13.15166(W) AD(2002.00) 0
 AQ1869  ELLIP H (02/10/07)  -24.939  (m)                       GP(2002.00)    
 AQ1869  NAD 83(1999)-  29 15 05.91017(N)    081 01 13.15170(W) AD(       ) 2
 AQ1869  ELLIP H (09/30/02)  -24.941  (m)                       GP(       ) 4 2
 AQ1869  NAD 83(1990)-  29 15 05.90938(N)    081 01 13.15166(W) AD(       ) 2
 AQ1869  ELLIP H (03/04/92)  -24.849  (m)                       GP(       ) 4 2
 AQ1869  NAVD 88               3.45   (m)           11.3    (f) LEVELING    3  
 AQ1869  NGVD 29 (09/01/92)    3.804  (m)           12.48   (f) ADJUSTED    2 2
 AQ1869
 AQ1869.Superseded values are not recommended for survey control.
 AQ1869
 AQ1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1869.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1869
 AQ1869_MARKER: DD = SURVEY DISK
 AQ1869_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1869_SP_SET: SET IN DRILL HOLE IN SIDEWALK
 AQ1869_STAMPING: 79 78 A60
 AQ1869_MARK LOGO: FLDNR
 AQ1869_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1869+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2003
 AQ1869
 AQ1869  HISTORY     - Date     Condition        Report By
 AQ1869  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1869  HISTORY     - 1990     GOOD             USPSQD
 AQ1869  HISTORY     - 19900220 GOOD             STEINA
 AQ1869  HISTORY     - 20030416 GOOD             FL-127
 AQ1869  HISTORY     - 20051217 GOOD             USPSQD
 AQ1869  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1869
 AQ1869                          STATION DESCRIPTION
 AQ1869
 AQ1869'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1869'4.5 MI SE FROM ORMOND BEACH.
 AQ1869'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1869'PROCEED NORTHEAST ON STATE ROAD A1A FOR 1.5 MILES TO THE JUNCTION OF
 AQ1869'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 3 MILES TO THE
 AQ1869'JUNCTION OF NAUTILUS AVENUE AND THE MARK, WHICH BEARS 5.7 FEET SOUTH
 AQ1869'EAST OF FIRE HYDRANT, 35.1 FEET NORTHWEST OF CENTERLINE OF NAUTILUS
 AQ1869'AVENUE, 37.9 FEET EAST SOUTHEAST OF EAST CORNER OF A PORCH ATTATCHED
 AQ1869'TO HOUSE NUMBER 1501, AND 39.0 FEET SOUTHWEST OF THE CENTERLINE OF
 AQ1869'STATE ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES
 AQ1869'DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1869
 AQ1869                          STATION RECOVERY (1990)
 AQ1869
 AQ1869'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1869'RECOVERED IN GOOD CONDITION.
 AQ1869
 AQ1869                          STATION RECOVERY (1990)
 AQ1869
 AQ1869'RECOVERY NOTE BY STEINMAN AND ASSOCIATES 1990
 AQ1869'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 AQ1869'OF NORTH ATLANTIC AVENUE AND NAUTILUS AVENUE IN DAYTONA BEACH.  IN
 AQ1869'SECTION 36-T14S-R32E.  IN VALUSIA COUNTY.  OWNERSHIP-- HIGHWAY
 AQ1869'RIGHT-OF-WAY.
 AQ1869'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTER SECTION OF
 AQ1869'ATLANTIC AVENUE AND SEABREEZE BOULEVARD IN DAYTONA BEACH.  PROCEED
 AQ1869'NORTHERLY ALONG ATLANTIC AVENUE FOR A DISTANCE OF 1.2 MI (1.9 KM) TO
 AQ1869'NAUTILUS AVENUE AND THE STATION ON THE LEFT.  THE STATION IS IN THE
 AQ1869'NORTHWEST QUADRANT OF THE INTERSECTION AND IS A FLDNR BRASS DISK
 AQ1869'STAMPED--79 78 A60-- SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK.
 AQ1869'THE STATION IS 39.0 FT (11.9 M) WEST OF THE CENTER OF ATALANTIC
 AQ1869'AVENUE AND 35.0 FT (10.7 M) NORTH OF THE CENTER OF NAUTILUS AVENUE.
 AQ1869'REFERENCES--
 AQ1869'FLDOT BRASS DISK STAMPED--79 78 A60 RM NO 1-- SET IN A DRILL HOLE IN
 AQ1869'THE TOP OF THE CONCRETE CURB, RECOVERED IN THE WEST END OF THE
 AQ1869'CONCRETE CURB IN THE NORTHWEST QUADRANT OF THE INTERSECTION, SOUTH 60
 AQ1869'DEGREES WEST AT 30.88 FT (9.41 M) .
 AQ1869'FLDOT BRASS DISK STAMPED--79 78 A60 RM NO 2-- SET IN A DRILL HOLE IN
 AQ1869'THE TOP OF THE CONCRETE CURB, RECOVERED IN THE CURB ALONG THE WEST
 AQ1869'SIDE OF ATLANTIC AVENUE 32.0 FT (9.8 M) NORTH OF NAUTILUS AVENUE,
 AQ1869'NORTH 07 DEGREES WEST AT 32.59 FT (9.93 M) .
 AQ1869'EAST END OF THE SOUTH SIDE OF THE RESIDENCE (NO 1501) IN THE NORTHWEST
 AQ1869'QUADRANT OF THE INTERSECTION, NORTH 70 DEGREES WEST AT 51.71 FT
 AQ1869'(15.76 M) .
 AQ1869
 AQ1869                          STATION RECOVERY (2003)
 AQ1869
 AQ1869'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003
 AQ1869'RECOVERED IN GOOD CONDITION.
 AQ1869
 AQ1869                          STATION RECOVERY (2005)
 AQ1869
 AQ1869'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1869'RECOVERED IN GOOD CONDITION.
 AQ1869
 AQ1869                          STATION RECOVERY (2026)
 AQ1869
 AQ1869'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1869'MARK NOT FOUND.  SIDEWALK REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1868 ***********************************************************************
 AQ1868  DESIGNATION -  79 78 A 60 RM 1
 AQ1868  PID         -  AQ1868
 AQ1868  STATE/COUNTY-  FL/VOLUSIA
 AQ1868  COUNTRY     -  US
 AQ1868  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1868
 AQ1868                         *CURRENT SURVEY CONTROL
 AQ1868  ______________________________________________________________________
 AQ1868* NAD 83(1986) POSITION- 29 15 06.     (N) 081 01 13.     (W)   SCALED
 AQ1868* NAVD 88 ORTHO HEIGHT -     3.347 (meters)       10.98  (feet) ADJUSTED
 AQ1868  ______________________________________________________________________
 AQ1868  GEOID HEIGHT    -        -28.410 (meters)                     GEOID18
 AQ1868  DYNAMIC HEIGHT  -          3.343 (meters)       10.97  (feet) COMP
 AQ1868  MODELED GRAVITY -    979,282.5   (mgal)                       NAVD 88
 AQ1868
 AQ1868  VERT ORDER      -  SECOND    CLASS II
 AQ1868
 AQ1868.The horizontal coordinates were scaled from a map and have
 AQ1868.an estimated accuracy of +/- 6 seconds.
 AQ1868
 AQ1868.The orthometric height was determined by differential leveling and
 AQ1868.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1868.in June 1991.
 AQ1868
 AQ1868.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1868.GEOID18 height accuracy estimate available here.
 AQ1868
 AQ1868.Click photographs - Photos may exist for this station.
 AQ1868
 AQ1868.The dynamic height is computed by dividing the NAVD 88
 AQ1868.geopotential number by the normal gravity value computed on the
 AQ1868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1868.degrees latitude (g = 980.6199 gals.).
 AQ1868
 AQ1868.The modeled gravity was interpolated from observed gravity values.
 AQ1868
 AQ1868;                    North         East    Units  Estimated Accuracy
 AQ1868;SPC FL E     -   544,920.      198,030.      MT  (+/- 180 meters Scaled)
 AQ1868
 AQ1868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN980358(NAD 83)
 AQ1868
 AQ1868                          SUPERSEDED SURVEY CONTROL
 AQ1868
 AQ1868  NGVD 29 (09/01/92)    3.704  (m)           12.15   (f) ADJUSTED    2 2
 AQ1868
 AQ1868.Superseded values are not recommended for survey control.
 AQ1868
 AQ1868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1868.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1868
 AQ1868_MARKER: DD = SURVEY DISK
 AQ1868_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1868_SP_SET: CURB
 AQ1868_STAMPING: 79 78 A60 RM NO 1
 AQ1868_MARK LOGO: FLDT
 AQ1868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1868
 AQ1868  HISTORY     - Date     Condition        Report By
 AQ1868  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1868  HISTORY     - 1990     GOOD             USPSQD
 AQ1868  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1868
 AQ1868                          STATION DESCRIPTION
 AQ1868
 AQ1868'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1868'4.5 MI SE FROM ORMOND BEACH.
 AQ1868'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1868'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1868'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 3.0 MILES TO
 AQ1868'THE JUNCTION OF NAUTILUS AVENUE AND THE MARK. THE MARK BEARS 7.8 FEET
 AQ1868'SOUTHEAST OF THE SOUTH EDGE OF SIDEWALK, 17 FEET NORTHWEST OF THE
 AQ1868'CENTERLINE OF NAUTILUS AVENUE, AND 32 FEET SOUTH OF A FIRE HYDRANT.
 AQ1868
 AQ1868                          STATION RECOVERY (1990)
 AQ1868
 AQ1868'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1868'RECOVERED IN GOOD CONDITION.
 AQ1868
 AQ1868                          STATION RECOVERY (2026)
 AQ1868
 AQ1868'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1868'MARK NOT FOUND.  DISK HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1870 ***********************************************************************
 AQ1870  DESIGNATION -  79 78 A 60 RM 2
 AQ1870  PID         -  AQ1870
 AQ1870  STATE/COUNTY-  FL/VOLUSIA
 AQ1870  COUNTRY     -  US
 AQ1870  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1870
 AQ1870                         *CURRENT SURVEY CONTROL
 AQ1870  ______________________________________________________________________
 AQ1870* NAD 83(1986) POSITION- 29 15 06.     (N) 081 01 13.     (W)   SCALED
 AQ1870* NAVD 88 ORTHO HEIGHT -     3.420 (meters)       11.22  (feet) ADJUSTED
 AQ1870  ______________________________________________________________________
 AQ1870  GEOID HEIGHT    -        -28.410 (meters)                     GEOID18
 AQ1870  DYNAMIC HEIGHT  -          3.415 (meters)       11.20  (feet) COMP
 AQ1870  MODELED GRAVITY -    979,282.5   (mgal)                       NAVD 88
 AQ1870
 AQ1870  VERT ORDER      -  SECOND    CLASS II
 AQ1870
 AQ1870.The horizontal coordinates were scaled from a map and have
 AQ1870.an estimated accuracy of +/- 6 seconds.
 AQ1870
 AQ1870.The orthometric height was determined by differential leveling and
 AQ1870.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1870.in June 1991.
 AQ1870
 AQ1870.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1870.GEOID18 height accuracy estimate available here.
 AQ1870
 AQ1870.Click photographs - Photos may exist for this station.
 AQ1870
 AQ1870.The dynamic height is computed by dividing the NAVD 88
 AQ1870.geopotential number by the normal gravity value computed on the
 AQ1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1870.degrees latitude (g = 980.6199 gals.).
 AQ1870
 AQ1870.The modeled gravity was interpolated from observed gravity values.
 AQ1870
 AQ1870;                    North         East    Units  Estimated Accuracy
 AQ1870;SPC FL E     -   544,920.      198,030.      MT  (+/- 180 meters Scaled)
 AQ1870
 AQ1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN980358(NAD 83)
 AQ1870
 AQ1870                          SUPERSEDED SURVEY CONTROL
 AQ1870
 AQ1870  NGVD 29 (09/01/92)    3.776  (m)           12.39   (f) ADJUSTED    2 2
 AQ1870
 AQ1870.Superseded values are not recommended for survey control.
 AQ1870
 AQ1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1870.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1870
 AQ1870_MARKER: DD = SURVEY DISK
 AQ1870_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1870_SP_SET: CURB
 AQ1870_STAMPING: 79 78 A60 RM NO 2
 AQ1870_MARK LOGO: FLDT
 AQ1870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1870
 AQ1870  HISTORY     - Date     Condition        Report By
 AQ1870  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1870  HISTORY     - 1990     GOOD             USPSQD
 AQ1870  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1870
 AQ1870                          STATION DESCRIPTION
 AQ1870
 AQ1870'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1870'4.5 MI SE FROM ORMOND BEACH.
 AQ1870'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1870'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1870'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 3 MILES TO THE
 AQ1870'JUNCTION OF NAUTILUS AVENUE AND THE MARK, WHICH BEARS 8.7 FEET EAST OF
 AQ1870'THE CENTER OF STEPS TO HOUSE NUMBER 1501, 27 FEET NORTH NORTHWEST OF A
 AQ1870'FIRE HYDRANT, AND 32 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD
 AQ1870'A1A.
 AQ1870
 AQ1870                          STATION RECOVERY (1990)
 AQ1870
 AQ1870'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1870'RECOVERED IN GOOD CONDITION.
 AQ1870
 AQ1870                          STATION RECOVERY (2026)
 AQ1870
 AQ1870'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1870'MARK NOT FOUND.  DISK REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1872 ***********************************************************************
 AQ1872  DESIGNATION -  79 78 A 61
 AQ1872  PID         -  AQ1872
 AQ1872  STATE/COUNTY-  FL/VOLUSIA
 AQ1872  COUNTRY     -  US
 AQ1872  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1872
 AQ1872                         *CURRENT SURVEY CONTROL
 AQ1872  ______________________________________________________________________
 AQ1872* NAD 83(1986) POSITION- 29 15 35.     (N) 081 01 25.     (W)   SCALED
 AQ1872* NAVD 88 ORTHO HEIGHT -     4.008 (meters)       13.15  (feet) ADJUSTED
 AQ1872  ______________________________________________________________________
 AQ1872  GEOID HEIGHT    -        -28.417 (meters)                     GEOID18
 AQ1872  DYNAMIC HEIGHT  -          4.003 (meters)       13.13  (feet) COMP
 AQ1872  MODELED GRAVITY -    979,283.0   (mgal)                       NAVD 88
 AQ1872
 AQ1872  VERT ORDER      -  SECOND    CLASS II
 AQ1872
 AQ1872.The horizontal coordinates were scaled from a map and have
 AQ1872.an estimated accuracy of +/- 6 seconds.
 AQ1872
 AQ1872.The orthometric height was determined by differential leveling and
 AQ1872.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1872.in June 1991.
 AQ1872
 AQ1872.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1872.GEOID18 height accuracy estimate available here.
 AQ1872
 AQ1872.Click photographs - Photos may exist for this station.
 AQ1872
 AQ1872.The dynamic height is computed by dividing the NAVD 88
 AQ1872.geopotential number by the normal gravity value computed on the
 AQ1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1872.degrees latitude (g = 980.6199 gals.).
 AQ1872
 AQ1872.The modeled gravity was interpolated from observed gravity values.
 AQ1872
 AQ1872;                    North         East    Units  Estimated Accuracy
 AQ1872;SPC FL E     -   545,820.      197,710.      MT  (+/- 180 meters Scaled)
 AQ1872
 AQ1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN977367(NAD 83)
 AQ1872
 AQ1872                          SUPERSEDED SURVEY CONTROL
 AQ1872
 AQ1872  NGVD 29 (09/01/92)    4.360  (m)           14.30   (f) ADJUSTED    2 2
 AQ1872
 AQ1872.Superseded values are not recommended for survey control.
 AQ1872
 AQ1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1872.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1872
 AQ1872_MARKER: DD = SURVEY DISK
 AQ1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1872_STAMPING: 79 78 A61
 AQ1872_MARK LOGO: FLDNR
 AQ1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1872+STABILITY: SURFACE MOTION
 AQ1872
 AQ1872  HISTORY     - Date     Condition        Report By
 AQ1872  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1872  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1872  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1872
 AQ1872                          STATION DESCRIPTION
 AQ1872
 AQ1872'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1872'4.0 MI SE FROM ORMIND BEACH.
 AQ1872'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1872'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1872'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 2.5 MILES TO
 AQ1872'THE MARK, IN FRONT OF HOUSE NUMBER 2308. THE MARK BEARS 6.3 FEET SOUTH
 AQ1872'WEST OF CONCRETE WALL, 24 FEET NORTHWEST OF THE CENTER OF SOUTH
 AQ1872'ENTRANCE OF CIRCULAR DRIVE, 25 FEET SOUTHEAST OF CENTER OF NORTH
 AQ1872'ENTRANCE TO CIRCULAR DRIVE, AND 34.2 FEET NORTHEAST OF THE CENTERLINE
 AQ1872'OF STATE ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1872'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1872
 AQ1872                          STATION RECOVERY (1990)
 AQ1872
 AQ1872'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1872'MARK NOT FOUND.
 AQ1872
 AQ1872                          STATION RECOVERY (2026)
 AQ1872
 AQ1872'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1872'MARK NOT FOUND.  HOUSE HAS BEEN DEMOLISHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1871 ***********************************************************************
 AQ1871  DESIGNATION -  79 78 A 61 RM 1
 AQ1871  PID         -  AQ1871
 AQ1871  STATE/COUNTY-  FL/VOLUSIA
 AQ1871  COUNTRY     -  US
 AQ1871  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1871
 AQ1871                         *CURRENT SURVEY CONTROL
 AQ1871  ______________________________________________________________________
 AQ1871* NAD 83(1986) POSITION- 29 15 35.     (N) 081 01 25.     (W)   SCALED
 AQ1871* NAVD 88 ORTHO HEIGHT -     3.905 (meters)       12.81  (feet) ADJUSTED
 AQ1871  ______________________________________________________________________
 AQ1871  GEOID HEIGHT    -        -28.417 (meters)                     GEOID18
 AQ1871  DYNAMIC HEIGHT  -          3.900 (meters)       12.80  (feet) COMP
 AQ1871  MODELED GRAVITY -    979,283.0   (mgal)                       NAVD 88
 AQ1871
 AQ1871  VERT ORDER      -  SECOND    CLASS II
 AQ1871
 AQ1871.The horizontal coordinates were scaled from a map and have
 AQ1871.an estimated accuracy of +/- 6 seconds.
 AQ1871
 AQ1871.The orthometric height was determined by differential leveling and
 AQ1871.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1871.in June 1991.
 AQ1871
 AQ1871.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1871.GEOID18 height accuracy estimate available here.
 AQ1871
 AQ1871.Click photographs - Photos may exist for this station.
 AQ1871
 AQ1871.The dynamic height is computed by dividing the NAVD 88
 AQ1871.geopotential number by the normal gravity value computed on the
 AQ1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1871.degrees latitude (g = 980.6199 gals.).
 AQ1871
 AQ1871.The modeled gravity was interpolated from observed gravity values.
 AQ1871
 AQ1871;                    North         East    Units  Estimated Accuracy
 AQ1871;SPC FL E     -   545,820.      197,710.      MT  (+/- 180 meters Scaled)
 AQ1871
 AQ1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN977367(NAD 83)
 AQ1871
 AQ1871                          SUPERSEDED SURVEY CONTROL
 AQ1871
 AQ1871  NGVD 29 (09/01/92)    4.258  (m)           13.97   (f) ADJUSTED    2 2
 AQ1871
 AQ1871.Superseded values are not recommended for survey control.
 AQ1871
 AQ1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1871.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1871
 AQ1871_MARKER: DD = SURVEY DISK
 AQ1871_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1871_SP_SET: CURB
 AQ1871_STAMPING: 79 78 A61 RM NO 1
 AQ1871_MARK LOGO: FLDT
 AQ1871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1871
 AQ1871  HISTORY     - Date     Condition        Report By
 AQ1871  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1871  HISTORY     - 1990     GOOD             USPSQD
 AQ1871  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1871
 AQ1871                          STATION DESCRIPTION
 AQ1871
 AQ1871'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1871'4.0 MI SE FROM ORMOND BEACH.
 AQ1871'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1871'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1871'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 2.5 MILES TO
 AQ1871'THE MARK, IN FRONT OF HOUSE NUMBER 2308. THE MARK BEARS 13 FEET SOUTH
 AQ1871'EAST OF THE CENTER OF THE SOUTH ENTRANCE OF CIRCULAR DRIVE, 8 FEET
 AQ1871'SOUTHWEST OF SOUTH END OF A CONCRETE WALL, AND 32.5 FEET NORTHEAST OF
 AQ1871'THE CENTERLINE OF STATE ROAD A1A.
 AQ1871
 AQ1871                          STATION RECOVERY (1990)
 AQ1871
 AQ1871'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1871'RECOVERED IN GOOD CONDITION.
 AQ1871
 AQ1871                          STATION RECOVERY (2026)
 AQ1871
 AQ1871'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1871'MARK NOT FOUND.  CURB REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1873 ***********************************************************************
 AQ1873  DESIGNATION -  79 78 A 61 RM 2
 AQ1873  PID         -  AQ1873
 AQ1873  STATE/COUNTY-  FL/VOLUSIA
 AQ1873  COUNTRY     -  US
 AQ1873  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1873
 AQ1873                         *CURRENT SURVEY CONTROL
 AQ1873  ______________________________________________________________________
 AQ1873* NAD 83(1986) POSITION- 29 15 35.     (N) 081 01 25.     (W)   SCALED
 AQ1873* NAVD 88 ORTHO HEIGHT -     4.168 (meters)       13.67  (feet) ADJUSTED
 AQ1873  ______________________________________________________________________
 AQ1873  GEOID HEIGHT    -        -28.417 (meters)                     GEOID18
 AQ1873  DYNAMIC HEIGHT  -          4.162 (meters)       13.65  (feet) COMP
 AQ1873  MODELED GRAVITY -    979,283.0   (mgal)                       NAVD 88
 AQ1873
 AQ1873  VERT ORDER      -  SECOND    CLASS II
 AQ1873
 AQ1873.The horizontal coordinates were scaled from a map and have
 AQ1873.an estimated accuracy of +/- 6 seconds.
 AQ1873
 AQ1873.The orthometric height was determined by differential leveling and
 AQ1873.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1873.in June 1991.
 AQ1873
 AQ1873.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1873.GEOID18 height accuracy estimate available here.
 AQ1873
 AQ1873.Click photographs - Photos may exist for this station.
 AQ1873
 AQ1873.The dynamic height is computed by dividing the NAVD 88
 AQ1873.geopotential number by the normal gravity value computed on the
 AQ1873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1873.degrees latitude (g = 980.6199 gals.).
 AQ1873
 AQ1873.The modeled gravity was interpolated from observed gravity values.
 AQ1873
 AQ1873;                    North         East    Units  Estimated Accuracy
 AQ1873;SPC FL E     -   545,820.      197,710.      MT  (+/- 180 meters Scaled)
 AQ1873
 AQ1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN977367(NAD 83)
 AQ1873
 AQ1873                          SUPERSEDED SURVEY CONTROL
 AQ1873
 AQ1873  NGVD 29 (09/01/92)    4.520  (m)           14.83   (f) ADJUSTED    2 2
 AQ1873
 AQ1873.Superseded values are not recommended for survey control.
 AQ1873
 AQ1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1873.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1873
 AQ1873_MARKER: DD = SURVEY DISK
 AQ1873_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1873_SP_SET: CURB
 AQ1873_STAMPING: 79 78 A61 RM NO 2
 AQ1873_MARK LOGO: FLDT
 AQ1873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1873
 AQ1873  HISTORY     - Date     Condition        Report By
 AQ1873  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1873  HISTORY     - 1990     GOOD             USPSQD
 AQ1873  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1873
 AQ1873                          STATION DESCRIPTION
 AQ1873
 AQ1873'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1873'4.0 MI SE FROM ORMOND BEACH.
 AQ1873'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1873'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1873'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 2.5 MILES TO
 AQ1873'THE MARK, IN FRONT OF HOUSE NUMBER 2308. THE MARK BEARS 8 FEET SOUTH
 AQ1873'WEST OF NORTH END OF CONCRETE WALL, 15.0 FEET NORTHWEST OF CENTER OF
 AQ1873'NORTH ENTRANCE TO CIRCULAR DRIVE, AND 32.5 FEET SOUTHEAST OF THE
 AQ1873'CENTERLINE OF STATE ROAD A1A.
 AQ1873
 AQ1873                          STATION RECOVERY (1990)
 AQ1873
 AQ1873'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1873'RECOVERED IN GOOD CONDITION.
 AQ1873
 AQ1873                          STATION RECOVERY (2026)
 AQ1873
 AQ1873'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1873'MARK NOT FOUND.  CURB REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1877 ***********************************************************************
 AQ1877  DESIGNATION -  79 78 A 63
 AQ1877  PID         -  AQ1877
 AQ1877  STATE/COUNTY-  FL/VOLUSIA
 AQ1877  COUNTRY     -  US
 AQ1877  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1877
 AQ1877                         *CURRENT SURVEY CONTROL
 AQ1877  ______________________________________________________________________
 AQ1877* NAD 83(1986) POSITION- 29 16 16.4    (N) 081 01 47.2    (W)   HD_HELD2
 AQ1877* NAVD 88 ORTHO HEIGHT -     4.640 (meters)       15.22  (feet) ADJUSTED
 AQ1877  ______________________________________________________________________
 AQ1877  GEOID HEIGHT    -        -28.428 (meters)                     GEOID18
 AQ1877  DYNAMIC HEIGHT  -          4.633 (meters)       15.20  (feet) COMP
 AQ1877  MODELED GRAVITY -    979,283.5   (mgal)                       NAVD 88
 AQ1877
 AQ1877  VERT ORDER      -  SECOND    CLASS II
 AQ1877
 AQ1877.The horizontal coordinates were established by autonomous hand held GPS
 AQ1877.observations and have an estimated accuracy of +/- 10 meters.
 AQ1877
 AQ1877.The orthometric height was determined by differential leveling and
 AQ1877.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1877.in June 1991.
 AQ1877
 AQ1877.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1877.GEOID18 height accuracy estimate available here.
 AQ1877
 AQ1877.Click photographs - Photos may exist for this station.
 AQ1877
 AQ1877.The dynamic height is computed by dividing the NAVD 88
 AQ1877.geopotential number by the normal gravity value computed on the
 AQ1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1877.degrees latitude (g = 980.6199 gals.).
 AQ1877
 AQ1877.The modeled gravity was interpolated from observed gravity values.
 AQ1877
 AQ1877;                    North         East    Units  Estimated Accuracy
 AQ1877;SPC FL E     -   547,090.      197,106.      MT  (+/- 10 meters HH2 GPS)
 AQ1877
 AQ1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9710738035(NAD 83)
 AQ1877
 AQ1877                          SUPERSEDED SURVEY CONTROL
 AQ1877
 AQ1877  NGVD 29 (09/01/92)    4.989  (m)           16.37   (f) ADJUSTED    2 2
 AQ1877
 AQ1877.Superseded values are not recommended for survey control.
 AQ1877
 AQ1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1877.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1877
 AQ1877_MARKER: DD = SURVEY DISK
 AQ1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1877_STAMPING: 79 78 A63
 AQ1877_MARK LOGO: FLDNR
 AQ1877_PROJECTION: PROJECTING 10 CENTIMETERS
 AQ1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1877+STABILITY: SURFACE MOTION
 AQ1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1877+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2026
 AQ1877
 AQ1877  HISTORY     - Date     Condition        Report By
 AQ1877  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1877  HISTORY     - 20260226 GOOD             GEOCAC
 AQ1877
 AQ1877                          STATION DESCRIPTION
 AQ1877
 AQ1877'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1877'3.0 MI SE FROM ORMOND BEACH.
 AQ1877'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1877'PROCEED NORTHEASTERLY ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION
 AQ1877'OF STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 1.5 MILES TO
 AQ1877'THE MARK, IN THE MEDIAN AT THE NORTH END OF MEDIAN STRIP. THE MARK
 AQ1877'BEARS 7 FEET NORTHEAST OF A HIGHWAY SIGN POST, 12 FEET SOUTHEAST OF
 AQ1877'NORTH END OF MEDIAN, 23.0 FEET SOUTHWEST OF THE CENTERLINE OF STATE
 AQ1877'ROAD A1A NORTHBOUND LANE, AND 35.2 FEET NORTHEAST OF THE CENTERLINE OF
 AQ1877'STATE ROAD A1A SOUTHBOUND LANE. MARK IS A DEPARTMENT OF NATURAL
 AQ1877'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1877
 AQ1877                          STATION RECOVERY (2026)
 AQ1877
 AQ1877'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1877'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1875 ***********************************************************************
 AQ1875  DESIGNATION -  79 78 A 63 RM 1
 AQ1875  PID         -  AQ1875
 AQ1875  STATE/COUNTY-  FL/VOLUSIA
 AQ1875  COUNTRY     -  US
 AQ1875  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1875
 AQ1875                         *CURRENT SURVEY CONTROL
 AQ1875  ______________________________________________________________________
 AQ1875* NAD 83(1986) POSITION- 29 16 16.     (N) 081 01 47.     (W)   SCALED
 AQ1875* NAVD 88 ORTHO HEIGHT -     4.601 (meters)       15.10  (feet) ADJUSTED
 AQ1875  ______________________________________________________________________
 AQ1875  GEOID HEIGHT    -        -28.428 (meters)                     GEOID18
 AQ1875  DYNAMIC HEIGHT  -          4.595 (meters)       15.08  (feet) COMP
 AQ1875  MODELED GRAVITY -    979,283.5   (mgal)                       NAVD 88
 AQ1875
 AQ1875  VERT ORDER      -  SECOND    CLASS II
 AQ1875
 AQ1875.The horizontal coordinates were scaled from a map and have
 AQ1875.an estimated accuracy of +/- 6 seconds.
 AQ1875
 AQ1875.The orthometric height was determined by differential leveling and
 AQ1875.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1875.in June 1991.
 AQ1875
 AQ1875.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1875.GEOID18 height accuracy estimate available here.
 AQ1875
 AQ1875.Click photographs - Photos may exist for this station.
 AQ1875
 AQ1875.The dynamic height is computed by dividing the NAVD 88
 AQ1875.geopotential number by the normal gravity value computed on the
 AQ1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1875.degrees latitude (g = 980.6199 gals.).
 AQ1875
 AQ1875.The modeled gravity was interpolated from observed gravity values.
 AQ1875
 AQ1875;                    North         East    Units  Estimated Accuracy
 AQ1875;SPC FL E     -   547,080.      197,110.      MT  (+/- 180 meters Scaled)
 AQ1875
 AQ1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN971380(NAD 83)
 AQ1875
 AQ1875                          SUPERSEDED SURVEY CONTROL
 AQ1875
 AQ1875  NGVD 29 (09/01/92)    4.951  (m)           16.24   (f) ADJUSTED    2 2
 AQ1875
 AQ1875.Superseded values are not recommended for survey control.
 AQ1875
 AQ1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1875.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1875
 AQ1875_MARKER: DD = SURVEY DISK
 AQ1875_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1875_SP_SET: CURB
 AQ1875_STAMPING: 79 78 A63 RM NO 1
 AQ1875_MARK LOGO: FLDT
 AQ1875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1875
 AQ1875  HISTORY     - Date     Condition        Report By
 AQ1875  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1875  HISTORY     - 20051130 GOOD             USPSQD
 AQ1875  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1875
 AQ1875                          STATION DESCRIPTION
 AQ1875
 AQ1875'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1875'3.0 MI SE FROM ORMOND BEACH.
 AQ1875'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1875'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1875'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 1.5 MILES TO
 AQ1875'THE MARK IN THE MEDIAN. THE MARK BEARS 13 FEET SOUTHWEST OF THE CENTER
 AQ1875'LINE OF STATE ROAD A1A NORTHBOUND LANE, 16.5 FEET SOUTHEAST OF A
 AQ1875'HIGHWAY SIGN POST, AND 37.5 FEET SOUTHEAST OF THE NORTH END OF MEDIAN
 AQ1875'STRIP.
 AQ1875
 AQ1875                          STATION RECOVERY (2005)
 AQ1875
 AQ1875'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1875'RECOVERED IN GOOD CONDITION.
 AQ1875
 AQ1875                          STATION RECOVERY (2026)
 AQ1875
 AQ1875'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1875'MARK NOT FOUND.  SIDEWALK REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1876 ***********************************************************************
 AQ1876  DESIGNATION -  79 78 A 63 RM 2
 AQ1876  PID         -  AQ1876
 AQ1876  STATE/COUNTY-  FL/VOLUSIA
 AQ1876  COUNTRY     -  US
 AQ1876  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1876
 AQ1876                         *CURRENT SURVEY CONTROL
 AQ1876  ______________________________________________________________________
 AQ1876* NAD 83(1986) POSITION- 29 16 16.     (N) 081 01 47.     (W)   SCALED
 AQ1876* NAVD 88 ORTHO HEIGHT -     4.601 (meters)       15.10  (feet) ADJUSTED
 AQ1876  ______________________________________________________________________
 AQ1876  GEOID HEIGHT    -        -28.428 (meters)                     GEOID18
 AQ1876  DYNAMIC HEIGHT  -          4.595 (meters)       15.08  (feet) COMP
 AQ1876  MODELED GRAVITY -    979,283.5   (mgal)                       NAVD 88
 AQ1876
 AQ1876  VERT ORDER      -  SECOND    CLASS II
 AQ1876
 AQ1876.The horizontal coordinates were scaled from a map and have
 AQ1876.an estimated accuracy of +/- 6 seconds.
 AQ1876
 AQ1876.The orthometric height was determined by differential leveling and
 AQ1876.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1876.in June 1991.
 AQ1876
 AQ1876.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1876.GEOID18 height accuracy estimate available here.
 AQ1876
 AQ1876.Click photographs - Photos may exist for this station.
 AQ1876
 AQ1876.The dynamic height is computed by dividing the NAVD 88
 AQ1876.geopotential number by the normal gravity value computed on the
 AQ1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1876.degrees latitude (g = 980.6199 gals.).
 AQ1876
 AQ1876.The modeled gravity was interpolated from observed gravity values.
 AQ1876
 AQ1876;                    North         East    Units  Estimated Accuracy
 AQ1876;SPC FL E     -   547,080.      197,110.      MT  (+/- 180 meters Scaled)
 AQ1876
 AQ1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN971380(NAD 83)
 AQ1876
 AQ1876                          SUPERSEDED SURVEY CONTROL
 AQ1876
 AQ1876  NGVD 29 (09/01/92)    4.951  (m)           16.24   (f) ADJUSTED    2 2
 AQ1876
 AQ1876.Superseded values are not recommended for survey control.
 AQ1876
 AQ1876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1876.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1876
 AQ1876_MARKER: DD = SURVEY DISK
 AQ1876_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1876_SP_SET: CURB
 AQ1876_STAMPING: 79 78 A63 RM NO 2
 AQ1876_MARK LOGO: FLDT
 AQ1876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1876
 AQ1876  HISTORY     - Date     Condition        Report By
 AQ1876  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1876  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1876
 AQ1876                          STATION DESCRIPTION
 AQ1876
 AQ1876'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1876'3.0 MI SE FROM ORMOND BEACH.
 AQ1876'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1876'PROCEED 1.5 MILES TO THE JUNCTION OF STATE ROAD A1A, THENCE SOUTHEAST
 AQ1876'ON STATE ROAD A1A FOR 1.5 MILES TO THE MARK IN THE MEDIAN. THE MARK
 AQ1876'BEARS 13 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A SOUTHBOUND
 AQ1876'LANE, 21 FEET SOUTH OF A HIGHWAY SIGN POST, AND 31 FEET SOUTH SOUTH
 AQ1876'WEST OF THE NORTH END OF MEDIAN STRIP.
 AQ1876
 AQ1876                          STATION RECOVERY (2026)
 AQ1876
 AQ1876'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1876'MARK NOT FOUND.  CURB REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1879 ***********************************************************************
 AQ1879  DESIGNATION -  79 78 A 64
 AQ1879  PID         -  AQ1879
 AQ1879  STATE/COUNTY-  FL/VOLUSIA
 AQ1879  COUNTRY     -  US
 AQ1879  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1879
 AQ1879                         *CURRENT SURVEY CONTROL
 AQ1879  ______________________________________________________________________
 AQ1879* NAD 83(1986) POSITION- 29 16 55.1    (N) 081 02 05.7    (W)   HD_HELD2
 AQ1879* NAVD 88 ORTHO HEIGHT -     3.361 (meters)       11.03  (feet) ADJUSTED
 AQ1879  ______________________________________________________________________
 AQ1879  GEOID HEIGHT    -        -28.442 (meters)                     GEOID18
 AQ1879  DYNAMIC HEIGHT  -          3.357 (meters)       11.01  (feet) COMP
 AQ1879  MODELED GRAVITY -    979,283.9   (mgal)                       NAVD 88
 AQ1879
 AQ1879  VERT ORDER      -  SECOND    CLASS II
 AQ1879
 AQ1879.The horizontal coordinates were established by autonomous hand held GPS
 AQ1879.observations and have an estimated accuracy of +/- 10 meters.
 AQ1879
 AQ1879.The orthometric height was determined by differential leveling and
 AQ1879.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1879.in June 1991.
 AQ1879
 AQ1879.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1879.GEOID18 height accuracy estimate available here.
 AQ1879
 AQ1879.Click photographs - Photos may exist for this station.
 AQ1879
 AQ1879.The dynamic height is computed by dividing the NAVD 88
 AQ1879.geopotential number by the normal gravity value computed on the
 AQ1879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1879.degrees latitude (g = 980.6199 gals.).
 AQ1879
 AQ1879.The modeled gravity was interpolated from observed gravity values.
 AQ1879
 AQ1879;                    North         East    Units  Estimated Accuracy
 AQ1879;SPC FL E     -   548,282.      196,607.      MT  (+/- 10 meters HH2 GPS)
 AQ1879
 AQ1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9660839226(NAD 83)
 AQ1879
 AQ1879                          SUPERSEDED SURVEY CONTROL
 AQ1879
 AQ1879  NGVD 29 (09/01/92)    3.710  (m)           12.17   (f) ADJUSTED    2 2
 AQ1879
 AQ1879.Superseded values are not recommended for survey control.
 AQ1879
 AQ1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1879.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1879
 AQ1879_MARKER: DD = SURVEY DISK
 AQ1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1879_STAMPING: 79 78 A64
 AQ1879_MARK LOGO: FLDNR
 AQ1879_PROJECTION: FLUSH
 AQ1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1879+STABILITY: SURFACE MOTION
 AQ1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1879+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2026
 AQ1879
 AQ1879  HISTORY     - Date     Condition        Report By
 AQ1879  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1879  HISTORY     - 1990     GOOD             USPSQD
 AQ1879  HISTORY     - 20260226 GOOD             GEOCAC
 AQ1879
 AQ1879                          STATION DESCRIPTION
 AQ1879
 AQ1879'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1879'2.2 MI EAST FROM ORMOND BEACH.
 AQ1879'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1879'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1879'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1879'MARK, WHICH BEARS 8 FEET SOUTHWEST OF A TELEPHONE JUNCTION BOX, 8.5
 AQ1879'FEET WEST OF A FIRE HYDRANT, 34 FEET NORTHEAST OF THE CENTERLINE OF
 AQ1879'STATE ROAD A1A, AND 36 FEET WEST SOUTHWEST OF NORTHWEST CORNER OF
 AQ1879'BALI HAI MOTEL. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1879'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1879'TRANSPORTATION.
 AQ1879
 AQ1879                          STATION RECOVERY (1990)
 AQ1879
 AQ1879'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1879'RECOVERED IN GOOD CONDITION.
 AQ1879
 AQ1879                          STATION RECOVERY (2026)
 AQ1879
 AQ1879'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1879'THE BALI HAI MOTEL HAS BEEN DEMOLISHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1878 ***********************************************************************
 AQ1878  DESIGNATION -  79 78 A 64 RM 1
 AQ1878  PID         -  AQ1878
 AQ1878  STATE/COUNTY-  FL/VOLUSIA
 AQ1878  COUNTRY     -  US
 AQ1878  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1878
 AQ1878                         *CURRENT SURVEY CONTROL
 AQ1878  ______________________________________________________________________
 AQ1878* NAD 83(1986) POSITION- 29 16 55.     (N) 081 02 06.     (W)   SCALED
 AQ1878* NAVD 88 ORTHO HEIGHT -     3.949 (meters)       12.96  (feet) ADJUSTED
 AQ1878  ______________________________________________________________________
 AQ1878  GEOID HEIGHT    -        -28.442 (meters)                     GEOID18
 AQ1878  DYNAMIC HEIGHT  -          3.943 (meters)       12.94  (feet) COMP
 AQ1878  MODELED GRAVITY -    979,283.9   (mgal)                       NAVD 88
 AQ1878
 AQ1878  VERT ORDER      -  SECOND    CLASS II
 AQ1878
 AQ1878.The horizontal coordinates were scaled from a map and have
 AQ1878.an estimated accuracy of +/- 6 seconds.
 AQ1878
 AQ1878.The orthometric height was determined by differential leveling and
 AQ1878.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1878.in June 1991.
 AQ1878
 AQ1878.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1878.GEOID18 height accuracy estimate available here.
 AQ1878
 AQ1878.Click photographs - Photos may exist for this station.
 AQ1878
 AQ1878.The dynamic height is computed by dividing the NAVD 88
 AQ1878.geopotential number by the normal gravity value computed on the
 AQ1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1878.degrees latitude (g = 980.6199 gals.).
 AQ1878
 AQ1878.The modeled gravity was interpolated from observed gravity values.
 AQ1878
 AQ1878;                    North         East    Units  Estimated Accuracy
 AQ1878;SPC FL E     -   548,280.      196,600.      MT  (+/- 180 meters Scaled)
 AQ1878
 AQ1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN966392(NAD 83)
 AQ1878
 AQ1878                          SUPERSEDED SURVEY CONTROL
 AQ1878
 AQ1878  NGVD 29 (09/01/92)    4.297  (m)           14.10   (f) ADJUSTED    2 2
 AQ1878
 AQ1878.Superseded values are not recommended for survey control.
 AQ1878
 AQ1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1878.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1878
 AQ1878_MARKER: DD = SURVEY DISK
 AQ1878_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1878_SP_SET: SIDEWALK
 AQ1878_STAMPING: 79 78 A64 RM NO 1
 AQ1878_MARK LOGO: FLDNR
 AQ1878_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1878
 AQ1878  HISTORY     - Date     Condition        Report By
 AQ1878  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1878  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1878  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1878
 AQ1878                          STATION DESCRIPTION
 AQ1878
 AQ1878'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1878'2.2 MI EAST FROM ORMOND BEACH.
 AQ1878'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1878'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1878'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1878'MARK, WHICH BEARS 10 FEET WEST NORTHWEST OF THE NORTHWEST CORNER OF
 AQ1878'BALI HAI MOTEL, 19.4 FEET EAST SOUTHEAST OF THE CENTERLINE OF STATE
 AQ1878'ROAD A1A.
 AQ1878
 AQ1878                          STATION RECOVERY (1990)
 AQ1878
 AQ1878'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1878'MARK NOT FOUND.
 AQ1878
 AQ1878                          STATION RECOVERY (2026)
 AQ1878
 AQ1878'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1878'MARK NOT FOUND.  SIDEWALK REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1880 ***********************************************************************
 AQ1880  DESIGNATION -  79 78 A 64 RM 2
 AQ1880  PID         -  AQ1880
 AQ1880  STATE/COUNTY-  FL/VOLUSIA
 AQ1880  COUNTRY     -  US
 AQ1880  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1880
 AQ1880                         *CURRENT SURVEY CONTROL
 AQ1880  ______________________________________________________________________
 AQ1880* NAD 83(1986) POSITION- 29 16 55.4    (N) 081 02 05.9    (W)   HD_HELD2
 AQ1880* NAVD 88 ORTHO HEIGHT -     3.339 (meters)       10.95  (feet) ADJUSTED
 AQ1880  ______________________________________________________________________
 AQ1880  GEOID HEIGHT    -        -28.442 (meters)                     GEOID18
 AQ1880  DYNAMIC HEIGHT  -          3.334 (meters)       10.94  (feet) COMP
 AQ1880  MODELED GRAVITY -    979,283.9   (mgal)                       NAVD 88
 AQ1880
 AQ1880  VERT ORDER      -  SECOND    CLASS II
 AQ1880
 AQ1880.The horizontal coordinates were established by autonomous hand held GPS
 AQ1880.observations and have an estimated accuracy of +/- 10 meters.
 AQ1880
 AQ1880.The orthometric height was determined by differential leveling and
 AQ1880.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1880.in June 1991.
 AQ1880
 AQ1880.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1880.GEOID18 height accuracy estimate available here.
 AQ1880
 AQ1880.Click photographs - Photos may exist for this station.
 AQ1880
 AQ1880.The dynamic height is computed by dividing the NAVD 88
 AQ1880.geopotential number by the normal gravity value computed on the
 AQ1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1880.degrees latitude (g = 980.6199 gals.).
 AQ1880
 AQ1880.The modeled gravity was interpolated from observed gravity values.
 AQ1880
 AQ1880;                    North         East    Units  Estimated Accuracy
 AQ1880;SPC FL E     -   548,291.      196,602.      MT  (+/- 10 meters HH2 GPS)
 AQ1880
 AQ1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9660239236(NAD 83)
 AQ1880
 AQ1880                          SUPERSEDED SURVEY CONTROL
 AQ1880
 AQ1880  NGVD 29 (09/01/92)    3.687  (m)           12.10   (f) ADJUSTED    2 2
 AQ1880
 AQ1880.Superseded values are not recommended for survey control.
 AQ1880
 AQ1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1880.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1880
 AQ1880_MARKER: DD = SURVEY DISK
 AQ1880_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1880_SP_SET: CURB
 AQ1880_STAMPING: 79 78 A64 RM NO 2
 AQ1880_MARK LOGO: FLDT
 AQ1880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1880+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2026
 AQ1880
 AQ1880  HISTORY     - Date     Condition        Report By
 AQ1880  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1880  HISTORY     - 1990     GOOD             USPSQD
 AQ1880  HISTORY     - 20260226 GOOD             GEOCAC
 AQ1880
 AQ1880                          STATION DESCRIPTION
 AQ1880
 AQ1880'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1880'2.2 MI EAST FROM ORMOND BEACH.
 AQ1880'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1880'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1880'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1880'MARK, WHICH BEARS 2.8 FEET SOUTHWEST OF WEST EDGE OF SIDEWALK, 32.5
 AQ1880'FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A, AND 40.4 FEET
 AQ1880'NORTHWEST OF FIRE HYDRANT.
 AQ1880
 AQ1880                          STATION RECOVERY (1990)
 AQ1880
 AQ1880'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1880'RECOVERED IN GOOD CONDITION.
 AQ1880
 AQ1880                          STATION RECOVERY (2026)
 AQ1880
 AQ1880'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1880'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1882 ***********************************************************************
 AQ1882  DESIGNATION -  79 78 A 65
 AQ1882  PID         -  AQ1882
 AQ1882  STATE/COUNTY-  FL/VOLUSIA
 AQ1882  COUNTRY     -  US
 AQ1882  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1882
 AQ1882                         *CURRENT SURVEY CONTROL
 AQ1882  ______________________________________________________________________
 AQ1882* NAD 83(1986) POSITION- 29 17 28.     (N) 081 02 23.     (W)   SCALED
 AQ1882* NAVD 88 ORTHO HEIGHT -     5.768 (meters)       18.92  (feet) ADJUSTED
 AQ1882  ______________________________________________________________________
 AQ1882  GEOID HEIGHT    -        -28.454 (meters)                     GEOID18
 AQ1882  DYNAMIC HEIGHT  -          5.760 (meters)       18.90  (feet) COMP
 AQ1882  MODELED GRAVITY -    979,284.2   (mgal)                       NAVD 88
 AQ1882
 AQ1882  VERT ORDER      -  SECOND    CLASS II
 AQ1882
 AQ1882.The horizontal coordinates were scaled from a map and have
 AQ1882.an estimated accuracy of +/- 6 seconds.
 AQ1882
 AQ1882.The orthometric height was determined by differential leveling and
 AQ1882.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1882.in June 1991.
 AQ1882
 AQ1882.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1882.GEOID18 height accuracy estimate available here.
 AQ1882
 AQ1882.Click photographs - Photos may exist for this station.
 AQ1882
 AQ1882.The dynamic height is computed by dividing the NAVD 88
 AQ1882.geopotential number by the normal gravity value computed on the
 AQ1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1882.degrees latitude (g = 980.6199 gals.).
 AQ1882
 AQ1882.The modeled gravity was interpolated from observed gravity values.
 AQ1882
 AQ1882;                    North         East    Units  Estimated Accuracy
 AQ1882;SPC FL E     -   549,300.      196,140.      MT  (+/- 180 meters Scaled)
 AQ1882
 AQ1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN961402(NAD 83)
 AQ1882
 AQ1882                          SUPERSEDED SURVEY CONTROL
 AQ1882
 AQ1882  NGVD 29 (09/01/92)    6.116  (m)           20.07   (f) ADJUSTED    2 2
 AQ1882
 AQ1882.Superseded values are not recommended for survey control.
 AQ1882
 AQ1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1882.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1882
 AQ1882_MARKER: DD = SURVEY DISK
 AQ1882_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1882_SP_SET: SIDEWALK
 AQ1882_STAMPING: 79 78 A65
 AQ1882_MARK LOGO: FLDNR
 AQ1882_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1882
 AQ1882  HISTORY     - Date     Condition        Report By
 AQ1882  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1882  HISTORY     - 1990     GOOD             USPSQD
 AQ1882  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1882
 AQ1882                          STATION DESCRIPTION
 AQ1882
 AQ1882'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1882'1.5 MI EAST FROM ORMOND BEACH.
 AQ1882'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1882'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1882'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR ABOUT 200 FEET
 AQ1882'TO THE MARK. THE MARK BEARS 3.5 FEET SOUTHEAST OF A CONCRETE POWERLINE
 AQ1882'POLE, 18.5 FEET SOUTH OF A NO PARKING SIGN POST, 38 FEET SOUTHWEST OF
 AQ1882'THE CENTERLINE OF STATE ROAD A1A, AND 53.5 FEET SOUTHEAST OF ANOTHER
 AQ1882'HIGHWAY SIGN POST. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1882'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1882'TRANSPORTATION.
 AQ1882
 AQ1882                          STATION RECOVERY (1990)
 AQ1882
 AQ1882'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1882'RECOVERED IN GOOD CONDITION.
 AQ1882
 AQ1882                          STATION RECOVERY (2026)
 AQ1882
 AQ1882'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1882'MARK NOT FOUND.  SIDEWALK REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1881 ***********************************************************************
 AQ1881  DESIGNATION -  79 78 A 65 RM 1
 AQ1881  PID         -  AQ1881
 AQ1881  STATE/COUNTY-  FL/VOLUSIA
 AQ1881  COUNTRY     -  US
 AQ1881  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1881
 AQ1881                         *CURRENT SURVEY CONTROL
 AQ1881  ______________________________________________________________________
 AQ1881* NAD 83(1986) POSITION- 29 17 28.     (N) 081 02 23.     (W)   SCALED
 AQ1881* NAVD 88 ORTHO HEIGHT -     5.688 (meters)       18.66  (feet) ADJUSTED
 AQ1881  ______________________________________________________________________
 AQ1881  GEOID HEIGHT    -        -28.454 (meters)                     GEOID18
 AQ1881  DYNAMIC HEIGHT  -          5.681 (meters)       18.64  (feet) COMP
 AQ1881  MODELED GRAVITY -    979,284.2   (mgal)                       NAVD 88
 AQ1881
 AQ1881  VERT ORDER      -  SECOND    CLASS II
 AQ1881
 AQ1881.The horizontal coordinates were scaled from a map and have
 AQ1881.an estimated accuracy of +/- 6 seconds.
 AQ1881
 AQ1881.The orthometric height was determined by differential leveling and
 AQ1881.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1881.in June 1991.
 AQ1881
 AQ1881.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1881.GEOID18 height accuracy estimate available here.
 AQ1881
 AQ1881.Click photographs - Photos may exist for this station.
 AQ1881
 AQ1881.The dynamic height is computed by dividing the NAVD 88
 AQ1881.geopotential number by the normal gravity value computed on the
 AQ1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1881.degrees latitude (g = 980.6199 gals.).
 AQ1881
 AQ1881.The modeled gravity was interpolated from observed gravity values.
 AQ1881
 AQ1881;                    North         East    Units  Estimated Accuracy
 AQ1881;SPC FL E     -   549,300.      196,140.      MT  (+/- 180 meters Scaled)
 AQ1881
 AQ1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN961402(NAD 83)
 AQ1881
 AQ1881                          SUPERSEDED SURVEY CONTROL
 AQ1881
 AQ1881  NGVD 29 (09/01/92)    6.036  (m)           19.80   (f) ADJUSTED    2 2
 AQ1881
 AQ1881.Superseded values are not recommended for survey control.
 AQ1881
 AQ1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1881.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1881
 AQ1881_MARKER: DD = SURVEY DISK
 AQ1881_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1881_SP_SET: SIDEWALK
 AQ1881_STAMPING: 79 78 A65 RM NO 1
 AQ1881_MARK LOGO: FLDT
 AQ1881_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1881
 AQ1881  HISTORY     - Date     Condition        Report By
 AQ1881  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1881  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1881  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1881
 AQ1881                          STATION DESCRIPTION
 AQ1881
 AQ1881'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1881'1.5 MI EAST FROM ORMOND BEACH.
 AQ1881'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1881'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1881'STATE ROAD A1A, THENCE SOUTHEAST ON STATE ROAD A1A FOR ABOUT 200 FEET
 AQ1881'TO THE MARK, WHICH BEARS 4.7 FEET SOUTH SOUTHWEST OF A DIVIDED HIGHWAY
 AQ1881'SIGN POST, 31.5 FEET SOUTHEAST OF A CONCRETE POWERLINE POLE AND 39.5
 AQ1881'FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1881
 AQ1881                          STATION RECOVERY (1990)
 AQ1881
 AQ1881'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1881'MARK NOT FOUND.
 AQ1881
 AQ1881                          STATION RECOVERY (2026)
 AQ1881
 AQ1881'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1881'MARK NOT FOUND.  SIDEWALK REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1883 ***********************************************************************
 AQ1883  DESIGNATION -  79 78 A 65 RM 2
 AQ1883  PID         -  AQ1883
 AQ1883  STATE/COUNTY-  FL/VOLUSIA
 AQ1883  COUNTRY     -  US
 AQ1883  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1883
 AQ1883                         *CURRENT SURVEY CONTROL
 AQ1883  ______________________________________________________________________
 AQ1883* NAD 83(1986) POSITION- 29 17 28.     (N) 081 02 23.     (W)   SCALED
 AQ1883* NAVD 88 ORTHO HEIGHT -     5.742 (meters)       18.84  (feet) ADJUSTED
 AQ1883  ______________________________________________________________________
 AQ1883  GEOID HEIGHT    -        -28.454 (meters)                     GEOID18
 AQ1883  DYNAMIC HEIGHT  -          5.734 (meters)       18.81  (feet) COMP
 AQ1883  MODELED GRAVITY -    979,284.2   (mgal)                       NAVD 88
 AQ1883
 AQ1883  VERT ORDER      -  SECOND    CLASS II
 AQ1883
 AQ1883.The horizontal coordinates were scaled from a map and have
 AQ1883.an estimated accuracy of +/- 6 seconds.
 AQ1883
 AQ1883.The orthometric height was determined by differential leveling and
 AQ1883.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1883.in June 1991.
 AQ1883
 AQ1883.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1883.GEOID18 height accuracy estimate available here.
 AQ1883
 AQ1883.Click photographs - Photos may exist for this station.
 AQ1883
 AQ1883.The dynamic height is computed by dividing the NAVD 88
 AQ1883.geopotential number by the normal gravity value computed on the
 AQ1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1883.degrees latitude (g = 980.6199 gals.).
 AQ1883
 AQ1883.The modeled gravity was interpolated from observed gravity values.
 AQ1883
 AQ1883;                    North         East    Units  Estimated Accuracy
 AQ1883;SPC FL E     -   549,300.      196,140.      MT  (+/- 180 meters Scaled)
 AQ1883
 AQ1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN961402(NAD 83)
 AQ1883
 AQ1883                          SUPERSEDED SURVEY CONTROL
 AQ1883
 AQ1883  NGVD 29 (09/01/92)    6.090  (m)           19.98   (f) ADJUSTED    2 2
 AQ1883
 AQ1883.Superseded values are not recommended for survey control.
 AQ1883
 AQ1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1883.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1883
 AQ1883_MARKER: DD = SURVEY DISK
 AQ1883_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1883_SP_SET: SIDEWALK
 AQ1883_STAMPING: 79 78 A65 RM NO 2
 AQ1883_MARK LOGO: FLDT
 AQ1883_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1883
 AQ1883  HISTORY     - Date     Condition        Report By
 AQ1883  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1883  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1883  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1883
 AQ1883                          STATION DESCRIPTION
 AQ1883
 AQ1883'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1883'1.5 MI EAST FROM ORMOND BEACH.
 AQ1883'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1883'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1883'STATE ROAD A1A , THENCE SOUTHEAST ON STATE ROAD A1A FOR ABOUT 200 FEET
 AQ1883'TO THE MARK, WHICH BEARS 25 FEET NORTH NORTHWEST OF A CONCRETE POWER
 AQ1883'LINE POLE, 24.8 FEET SOUTHEAST OF A HIGHWAY SIGN POST, AND 36 FEET
 AQ1883'NORTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1883
 AQ1883                          STATION RECOVERY (1990)
 AQ1883
 AQ1883'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1883'MARK NOT FOUND.
 AQ1883
 AQ1883                          STATION RECOVERY (2026)
 AQ1883
 AQ1883'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1883'MARK NOT FOUND.  SIDEWALK REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1884 ***********************************************************************
 AQ1884  DESIGNATION -  79 78 A 66
 AQ1884  PID         -  AQ1884
 AQ1884  STATE/COUNTY-  FL/VOLUSIA
 AQ1884  COUNTRY     -  US
 AQ1884  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1884
 AQ1884                         *CURRENT SURVEY CONTROL
 AQ1884  ______________________________________________________________________
 AQ1884* NAD 83(1986) POSITION- 29 17 41.0    (N) 081 02 28.5    (W)   HD_HELD2
 AQ1884* NAVD 88 ORTHO HEIGHT -     4.961 (meters)       16.28  (feet) ADJUSTED
 AQ1884  ______________________________________________________________________
 AQ1884  GEOID HEIGHT    -        -28.459 (meters)                     GEOID18
 AQ1884  DYNAMIC HEIGHT  -          4.954 (meters)       16.25  (feet) COMP
 AQ1884  MODELED GRAVITY -    979,284.2   (mgal)                       NAVD 88
 AQ1884
 AQ1884  VERT ORDER      -  SECOND    CLASS II
 AQ1884
 AQ1884.The horizontal coordinates were established by autonomous hand held GPS
 AQ1884.observations and have an estimated accuracy of +/- 10 meters.
 AQ1884
 AQ1884.The orthometric height was determined by differential leveling and
 AQ1884.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1884.in June 1991.
 AQ1884
 AQ1884.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1884.GEOID18 height accuracy estimate available here.
 AQ1884
 AQ1884.Click photographs - Photos may exist for this station.
 AQ1884
 AQ1884.The dynamic height is computed by dividing the NAVD 88
 AQ1884.geopotential number by the normal gravity value computed on the
 AQ1884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1884.degrees latitude (g = 980.6199 gals.).
 AQ1884
 AQ1884.The modeled gravity was interpolated from observed gravity values.
 AQ1884
 AQ1884;                    North         East    Units  Estimated Accuracy
 AQ1884;SPC FL E     -   549,695.      195,992.      MT  (+/- 10 meters HH2 GPS)
 AQ1884
 AQ1884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9599340639(NAD 83)
 AQ1884
 AQ1884                          SUPERSEDED SURVEY CONTROL
 AQ1884
 AQ1884  NGVD 29 (09/01/92)    5.309  (m)           17.42   (f) ADJUSTED    2 2
 AQ1884
 AQ1884.Superseded values are not recommended for survey control.
 AQ1884
 AQ1884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1884.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1884
 AQ1884_MARKER: DD = SURVEY DISK
 AQ1884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1884_STAMPING: 79 78 A66
 AQ1884_MARK LOGO: FLDNR
 AQ1884_PROJECTION: RECESSED 23 CENTIMETERS
 AQ1884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1884+STABILITY: SURFACE MOTION
 AQ1884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1884+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2026
 AQ1884
 AQ1884  HISTORY     - Date     Condition        Report By
 AQ1884  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1884  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1884  HISTORY     - 20260413 GOOD             GEOCAC
 AQ1884
 AQ1884                          STATION DESCRIPTION
 AQ1884
 AQ1884'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1884'1.8 MI EAST FROM ORMOND BEACH.
 AQ1884'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1884'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1884'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 0.3 MILE TO THE
 AQ1884'MARK, ACROSS HIGHWAY FROM HOUSE NUMBER 103. THE MARK BEARS 3 FEET
 AQ1884'NORTHEAST OF A METAL WITNESS POST, 15 FEET SOUTHWEST OF THE CENTERLINE
 AQ1884'OF STATE ROAD A1A, 36.0 FEET SOUTH SOUTHWEST OF THE CENTER OF DRIVEWAY
 AQ1884'67.3 FEET SOUTHEAST OF A PALM TREE, AND 74.7 FEET SOUTHEAST OF A POLE
 AQ1884'FOR A GUY WIRE. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES
 AQ1884'DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1884
 AQ1884                          STATION RECOVERY (1990)
 AQ1884
 AQ1884'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1884'MARK NOT FOUND.
 AQ1884
 AQ1884                          STATION RECOVERY (2026)
 AQ1884
 AQ1884'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1884'THE MARK IS 4.5 FT (1.4 M) NORTHEAST OF THE EAST EDGE OF A CONCRETE
 AQ1884'SIDEWALK AND IS RECESSED 9 INCHES (23 CM) BELOW THE SURFACE OF THE
 AQ1884'GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1885 ***********************************************************************
 AQ1885  DESIGNATION -  79 78 A 67
 AQ1885  PID         -  AQ1885
 AQ1885  STATE/COUNTY-  FL/VOLUSIA
 AQ1885  COUNTRY     -  US
 AQ1885  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1885
 AQ1885                         *CURRENT SURVEY CONTROL
 AQ1885  ______________________________________________________________________
 AQ1885* NAD 83(1986) POSITION- 29 17 51.5    (N) 081 02 33.3    (W)   HD_HELD2
 AQ1885* NAVD 88 ORTHO HEIGHT -     4.900 (meters)       16.08  (feet) ADJUSTED
 AQ1885  ______________________________________________________________________
 AQ1885  GEOID HEIGHT    -        -28.463 (meters)                     GEOID18
 AQ1885  DYNAMIC HEIGHT  -          4.894 (meters)       16.06  (feet) COMP
 AQ1885  MODELED GRAVITY -    979,284.1   (mgal)                       NAVD 88
 AQ1885
 AQ1885  VERT ORDER      -  FIRST     CLASS II
 AQ1885
 AQ1885.The horizontal coordinates were established by autonomous hand held GPS
 AQ1885.observations and have an estimated accuracy of +/- 10 meters.
 AQ1885
 AQ1885.The orthometric height was determined by differential leveling and
 AQ1885.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1885.in July 2011.
 AQ1885
 AQ1885.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1885.GEOID18 height accuracy estimate available here.
 AQ1885
 AQ1885.Click photographs - Photos may exist for this station.
 AQ1885
 AQ1885.The dynamic height is computed by dividing the NAVD 88
 AQ1885.geopotential number by the normal gravity value computed on the
 AQ1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1885.degrees latitude (g = 980.6199 gals.).
 AQ1885
 AQ1885.The modeled gravity was interpolated from observed gravity values.
 AQ1885
 AQ1885;                    North         East    Units  Estimated Accuracy
 AQ1885;SPC FL E     -   550,019.      195,863.      MT  (+/- 10 meters HH2 GPS)
 AQ1885
 AQ1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9586440962(NAD 83)
 AQ1885
 AQ1885                          SUPERSEDED SURVEY CONTROL
 AQ1885
 AQ1885  NAVD 88 (06/15/91)    4.917  (m)           16.13   (f) SUPERSEDED  2 2
 AQ1885  NGVD 29 (09/01/92)    5.266  (m)           17.28   (f) ADJUSTED    2 2
 AQ1885
 AQ1885.Superseded values are not recommended for survey control.
 AQ1885
 AQ1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1885.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1885
 AQ1885_MARKER: DD = SURVEY DISK
 AQ1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1885_STAMPING: 79 78 A67
 AQ1885_MARK LOGO: FLDNR
 AQ1885_PROJECTION: RECESSED 18 CENTIMETERS
 AQ1885_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1885+STABILITY: SURFACE MOTION
 AQ1885_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1885+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2026
 AQ1885
 AQ1885  HISTORY     - Date     Condition        Report By
 AQ1885  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1885  HISTORY     - 20050509 GOOD             FLDEP
 AQ1885  HISTORY     - 20260413 GOOD             GEOCAC
 AQ1885
 AQ1885                          STATION DESCRIPTION
 AQ1885
 AQ1885'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1885'2.1 MI NE FROM ORMOND BEACH.
 AQ1885'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1885'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1885'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 0.6 MILE TO THE
 AQ1885'MARK, WHICH BEARS 1.8 FEET WEST OF THE NORTH SIDE OF A WOODEN GATE,
 AQ1885'16.5 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A, 27.7 FEET
 AQ1885'NORTHWEST OF SOUTH END OF CONCRETE WALL, AND 31.7 FEET NORTH-NORTHWEST
 AQ1885'OF A POWERLINE POLE. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1885'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1885
 AQ1885                          STATION RECOVERY (2005)
 AQ1885
 AQ1885'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AQ1885'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AQ1885'
 AQ1885'TO REACH THE MARK FROM  THE JUNCTION OF STATE ROAD 40 AND STATE ROAD
 AQ1885'A1A IN ORMOND BEACH, GO NORTH ON STATE  ROAD A1A FOR 0.4 MI TO THE
 AQ1885'MARK ON THE RIGHT.
 AQ1885'
 AQ1885'NOTE THE MARK IS LOCATED 53.5 FT NORTH-NORTHWEST OF THE APPROXIMATE
 AQ1885'CENTERLINE OF A  BRICK DRIVEWAY AT 225 STATE ROAD A1A.
 AQ1885
 AQ1885                          STATION RECOVERY (2026)
 AQ1885
 AQ1885'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1885'THE MARK IS 1.2 FT (0.4 M) SOUTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1887 ***********************************************************************
 AQ1887  DESIGNATION -  79 78 A 68
 AQ1887  PID         -  AQ1887
 AQ1887  STATE/COUNTY-  FL/VOLUSIA
 AQ1887  COUNTRY     -  US
 AQ1887  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1887
 AQ1887                         *CURRENT SURVEY CONTROL
 AQ1887  ______________________________________________________________________
 AQ1887* NAD 83(1986) POSITION- 29 18 04.6    (N) 081 02 40.9    (W)   HD_HELD2
 AQ1887* NAVD 88 ORTHO HEIGHT -     3.907 (meters)       12.82  (feet) ADJUSTED
 AQ1887  ______________________________________________________________________
 AQ1887  GEOID HEIGHT    -        -28.469 (meters)                     GEOID18
 AQ1887  DYNAMIC HEIGHT  -          3.901 (meters)       12.80  (feet) COMP
 AQ1887  MODELED GRAVITY -    979,283.9   (mgal)                       NAVD 88
 AQ1887
 AQ1887  VERT ORDER      -  FIRST     CLASS II
 AQ1887
 AQ1887.The horizontal coordinates were established by autonomous hand held GPS
 AQ1887.observations and have an estimated accuracy of +/- 10 meters.
 AQ1887
 AQ1887.The orthometric height was determined by differential leveling and
 AQ1887.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1887.in July 2011.
 AQ1887
 AQ1887.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1887.GEOID18 height accuracy estimate available here.
 AQ1887
 AQ1887.Click photographs - Photos may exist for this station.
 AQ1887
 AQ1887.The dynamic height is computed by dividing the NAVD 88
 AQ1887.geopotential number by the normal gravity value computed on the
 AQ1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1887.degrees latitude (g = 980.6199 gals.).
 AQ1887
 AQ1887.The modeled gravity was interpolated from observed gravity values.
 AQ1887
 AQ1887;                    North         East    Units  Estimated Accuracy
 AQ1887;SPC FL E     -   550,422.      195,658.      MT  (+/- 10 meters HH2 GPS)
 AQ1887
 AQ1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9565941366(NAD 83)
 AQ1887
 AQ1887                          SUPERSEDED SURVEY CONTROL
 AQ1887
 AQ1887  NAVD 88 (06/15/91)    3.953  (m)           12.97   (f) SUPERSEDED  2 2
 AQ1887  NGVD 29 (09/01/92)    4.304  (m)           14.12   (f) ADJUSTED    2 2
 AQ1887
 AQ1887.Superseded values are not recommended for survey control.
 AQ1887
 AQ1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1887.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1887
 AQ1887_MARKER: DD = SURVEY DISK
 AQ1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1887_STAMPING: 79 78 A68
 AQ1887_MARK LOGO: FLDNR
 AQ1887_PROJECTION: FLUSH
 AQ1887_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1887+STABILITY: SURFACE MOTION
 AQ1887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1887+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2005
 AQ1887
 AQ1887  HISTORY     - Date     Condition        Report By
 AQ1887  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1887  HISTORY     - 20050509 GOOD             FLDEP
 AQ1887  HISTORY     - 20260413 MARK NOT FOUND   GEOCAC
 AQ1887
 AQ1887                          STATION DESCRIPTION
 AQ1887
 AQ1887'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1887'2.2 MI NE FROM ORMOND BEACH.
 AQ1887'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1887'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1887'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1887'JUNCTION OF NEPTUNE AVENUE AND THE MARK, WHICH BEARS 5.3 FEET NORTH
 AQ1887'EAST OF A METAL WITNESS POST, 6.6 FEET NORTHEAST OF A UTILITY POLE,
 AQ1887'17.7 FEET SOUTHWEST OF CENTERLINE OF STATE ROAD A1A, AND 54 FEET
 AQ1887'NORTHWEST OF THE CENTERLINE OF NEPTUNE AVENUE. MARK IS A FLORIDA
 AQ1887'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1887'OF TRANSPORTATION.
 AQ1887
 AQ1887                          STATION RECOVERY (2005)
 AQ1887
 AQ1887'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AQ1887'RECOVERED IN GOOD CONDITION WITH ADDITIONAL INFORMATION AS FOLLOWS.
 AQ1887'THE MARK IS  LOCATED 53.0 FT NORTH-NORTHWEST OF THE APPROXIMATE
 AQ1887'CENTERLINE OF NEPUNE AVENUE AND  7.2 FT EAST OF A CARSONITE WITNESS
 AQ1887'POST.
 AQ1887
 AQ1887                          STATION RECOVERY (2026)
 AQ1887
 AQ1887'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1887'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1886 ***********************************************************************
 AQ1886  DESIGNATION -  79 78 A 68 RM 1
 AQ1886  PID         -  AQ1886
 AQ1886  STATE/COUNTY-  FL/VOLUSIA
 AQ1886  COUNTRY     -  US
 AQ1886  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1886
 AQ1886                         *CURRENT SURVEY CONTROL
 AQ1886  ______________________________________________________________________
 AQ1886* NAD 83(1986) POSITION- 29 18 05.     (N) 081 02 41.     (W)   SCALED
 AQ1886* NAVD 88 ORTHO HEIGHT -     4.250 (meters)       13.94  (feet) ADJUSTED
 AQ1886  ______________________________________________________________________
 AQ1886  GEOID HEIGHT    -        -28.469 (meters)                     GEOID18
 AQ1886  DYNAMIC HEIGHT  -          4.244 (meters)       13.92  (feet) COMP
 AQ1886  MODELED GRAVITY -    979,283.9   (mgal)                       NAVD 88
 AQ1886
 AQ1886  VERT ORDER      -  SECOND    CLASS II
 AQ1886
 AQ1886.The horizontal coordinates were scaled from a map and have
 AQ1886.an estimated accuracy of +/- 6 seconds.
 AQ1886
 AQ1886.The orthometric height was determined by differential leveling and
 AQ1886.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1886.in June 1991.
 AQ1886
 AQ1886.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1886.GEOID18 height accuracy estimate available here.
 AQ1886
 AQ1886.Click photographs - Photos may exist for this station.
 AQ1886
 AQ1886.The dynamic height is computed by dividing the NAVD 88
 AQ1886.geopotential number by the normal gravity value computed on the
 AQ1886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1886.degrees latitude (g = 980.6199 gals.).
 AQ1886
 AQ1886.The modeled gravity was interpolated from observed gravity values.
 AQ1886
 AQ1886;                    North         East    Units  Estimated Accuracy
 AQ1886;SPC FL E     -   550,430.      195,660.      MT  (+/- 180 meters Scaled)
 AQ1886
 AQ1886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN956413(NAD 83)
 AQ1886
 AQ1886                          SUPERSEDED SURVEY CONTROL
 AQ1886
 AQ1886  NGVD 29 (09/01/92)    4.600  (m)           15.09   (f) ADJUSTED    2 2
 AQ1886
 AQ1886.Superseded values are not recommended for survey control.
 AQ1886
 AQ1886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1886.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1886
 AQ1886_MARKER: DD = SURVEY DISK
 AQ1886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1886_STAMPING: 79 78 A68 RM NO 1
 AQ1886_MARK LOGO: FLDT
 AQ1886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1886+STABILITY: SURFACE MOTION
 AQ1886
 AQ1886  HISTORY     - Date     Condition        Report By
 AQ1886  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1886  HISTORY     - 20260413 MARK NOT FOUND   GEOCAC
 AQ1886
 AQ1886                          STATION DESCRIPTION
 AQ1886
 AQ1886'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1886'2.2 MI NE FROM ORMOND BEACH.
 AQ1886'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1886'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1886'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1886'JUNCTION OF NEPTUNE AVENUE AND THE MARK, WHICH BEARS 32.2 FEET SOUTH
 AQ1886'WEST OF A UTILITY POLE, AND 40.4 FEET NORTHWEST OF THE CENTERLINE OF
 AQ1886'NEPTUNE AVENUE.
 AQ1886
 AQ1886                          STATION RECOVERY (2026)
 AQ1886
 AQ1886'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1886'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1888 ***********************************************************************
 AQ1888  DESIGNATION -  79 78 A 68 RM 2
 AQ1888  PID         -  AQ1888
 AQ1888  STATE/COUNTY-  FL/VOLUSIA
 AQ1888  COUNTRY     -  US
 AQ1888  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1888
 AQ1888                         *CURRENT SURVEY CONTROL
 AQ1888  ______________________________________________________________________
 AQ1888* NAD 83(1986) POSITION- 29 18 05.     (N) 081 02 41.     (W)   SCALED
 AQ1888* NAVD 88 ORTHO HEIGHT -     4.064 (meters)       13.33  (feet) ADJUSTED
 AQ1888  ______________________________________________________________________
 AQ1888  GEOID HEIGHT    -        -28.469 (meters)                     GEOID18
 AQ1888  DYNAMIC HEIGHT  -          4.058 (meters)       13.31  (feet) COMP
 AQ1888  MODELED GRAVITY -    979,283.9   (mgal)                       NAVD 88
 AQ1888
 AQ1888  VERT ORDER      -  SECOND    CLASS II
 AQ1888
 AQ1888.The horizontal coordinates were scaled from a map and have
 AQ1888.an estimated accuracy of +/- 6 seconds.
 AQ1888
 AQ1888.The orthometric height was determined by differential leveling and
 AQ1888.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1888.in June 1991.
 AQ1888
 AQ1888.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1888.GEOID18 height accuracy estimate available here.
 AQ1888
 AQ1888.Click photographs - Photos may exist for this station.
 AQ1888
 AQ1888.The dynamic height is computed by dividing the NAVD 88
 AQ1888.geopotential number by the normal gravity value computed on the
 AQ1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1888.degrees latitude (g = 980.6199 gals.).
 AQ1888
 AQ1888.The modeled gravity was interpolated from observed gravity values.
 AQ1888
 AQ1888;                    North         East    Units  Estimated Accuracy
 AQ1888;SPC FL E     -   550,430.      195,660.      MT  (+/- 180 meters Scaled)
 AQ1888
 AQ1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN956413(NAD 83)
 AQ1888
 AQ1888                          SUPERSEDED SURVEY CONTROL
 AQ1888
 AQ1888  NGVD 29 (09/01/92)    4.415  (m)           14.48   (f) ADJUSTED    2 2
 AQ1888
 AQ1888.Superseded values are not recommended for survey control.
 AQ1888
 AQ1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1888.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1888
 AQ1888_MARKER: DD = SURVEY DISK
 AQ1888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1888_STAMPING: 79 78 A68 RM NO 2
 AQ1888_MARK LOGO: FLDT
 AQ1888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1888+STABILITY: SURFACE MOTION
 AQ1888
 AQ1888  HISTORY     - Date     Condition        Report By
 AQ1888  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1888  HISTORY     - 20260413 MARK NOT FOUND   GEOCAC
 AQ1888
 AQ1888                          STATION DESCRIPTION
 AQ1888
 AQ1888'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1888'2.2 MI NE FROM ORMOND BEACH.
 AQ1888'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1888'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1888'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 0.7 MILE TO THE
 AQ1888'JUNCTION OF NEPTUNE AVENUE AND THE MARK, WHICH BEARS 42.2 FEET SOUTH
 AQ1888'WEST OF THE CENTERLINE OF STATE ROAD A1A, AND 47.2 FEET NORTHWEST OF A
 AQ1888'UTILITY POLE.
 AQ1888
 AQ1888                          STATION RECOVERY (2026)
 AQ1888
 AQ1888'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1888'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1889 ***********************************************************************
 AQ1889  DESIGNATION -  79 78 A 69
 AQ1889  PID         -  AQ1889
 AQ1889  STATE/COUNTY-  FL/VOLUSIA
 AQ1889  COUNTRY     -  US
 AQ1889  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1889
 AQ1889                         *CURRENT SURVEY CONTROL
 AQ1889  ______________________________________________________________________
 AQ1889* NAD 83(1986) POSITION- 29 18 37.     (N) 081 02 56.     (W)   SCALED
 AQ1889* NAVD 88 ORTHO HEIGHT -     5.517 (meters)       18.10  (feet) ADJUSTED
 AQ1889  ______________________________________________________________________
 AQ1889  GEOID HEIGHT    -        -28.483 (meters)                     GEOID18
 AQ1889  DYNAMIC HEIGHT  -          5.509 (meters)       18.07  (feet) COMP
 AQ1889  MODELED GRAVITY -    979,283.6   (mgal)                       NAVD 88
 AQ1889
 AQ1889  VERT ORDER      -  SECOND    CLASS II
 AQ1889
 AQ1889.The horizontal coordinates were scaled from a map and have
 AQ1889.an estimated accuracy of +/- 6 seconds.
 AQ1889
 AQ1889.The orthometric height was determined by differential leveling and
 AQ1889.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1889.in June 1991.
 AQ1889
 AQ1889.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1889.GEOID18 height accuracy estimate available here.
 AQ1889
 AQ1889.Click photographs - Photos may exist for this station.
 AQ1889
 AQ1889.The dynamic height is computed by dividing the NAVD 88
 AQ1889.geopotential number by the normal gravity value computed on the
 AQ1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1889.degrees latitude (g = 980.6199 gals.).
 AQ1889
 AQ1889.The modeled gravity was interpolated from observed gravity values.
 AQ1889
 AQ1889;                    North         East    Units  Estimated Accuracy
 AQ1889;SPC FL E     -   551,420.      195,250.      MT  (+/- 180 meters Scaled)
 AQ1889
 AQ1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN952423(NAD 83)
 AQ1889
 AQ1889                          SUPERSEDED SURVEY CONTROL
 AQ1889
 AQ1889  NGVD 29 (09/01/92)    5.870  (m)           19.26   (f) ADJUSTED    2 2
 AQ1889
 AQ1889.Superseded values are not recommended for survey control.
 AQ1889
 AQ1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1889.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1889
 AQ1889_MARKER: DD = SURVEY DISK
 AQ1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1889_STAMPING: 79 78 A69
 AQ1889_MARK LOGO: FLDNR
 AQ1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1889+STABILITY: SURFACE MOTION
 AQ1889
 AQ1889  HISTORY     - Date     Condition        Report By
 AQ1889  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1889  HISTORY     - 20260413 MARK NOT FOUND   GEOCAC
 AQ1889
 AQ1889                          STATION DESCRIPTION
 AQ1889
 AQ1889'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1889'2.8 MI NE FROM ORMOND BEACH.
 AQ1889'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1889'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1889'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 1.3 MILES TO
 AQ1889'THE MARK. THE MARK BEARS 4 FEET SOUTH OF A SPEED LIMIT SIGN POST, 17.4
 AQ1889'FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A, AND 28.6 FEET
 AQ1889'SOUTHEAST OF THE CENTERLINE OF ASPHALT DRIVEWAY. MARK IS A FLORIDA
 AQ1889'DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT
 AQ1889'OF TRANSPORTATION.
 AQ1889
 AQ1889                          STATION RECOVERY (2026)
 AQ1889
 AQ1889'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1889'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1890 ***********************************************************************
 AQ1890  DESIGNATION -  79 78 A 69 RM 1
 AQ1890  PID         -  AQ1890
 AQ1890  STATE/COUNTY-  FL/VOLUSIA
 AQ1890  COUNTRY     -  US
 AQ1890  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1890
 AQ1890                         *CURRENT SURVEY CONTROL
 AQ1890  ______________________________________________________________________
 AQ1890* NAD 83(1986) POSITION- 29 18 37.     (N) 081 02 56.     (W)   SCALED
 AQ1890* NAVD 88 ORTHO HEIGHT -     5.095 (meters)       16.72  (feet) ADJUSTED
 AQ1890  ______________________________________________________________________
 AQ1890  GEOID HEIGHT    -        -28.483 (meters)                     GEOID18
 AQ1890  DYNAMIC HEIGHT  -          5.088 (meters)       16.69  (feet) COMP
 AQ1890  MODELED GRAVITY -    979,283.6   (mgal)                       NAVD 88
 AQ1890
 AQ1890  VERT ORDER      -  SECOND    CLASS II
 AQ1890
 AQ1890.The horizontal coordinates were scaled from a map and have
 AQ1890.an estimated accuracy of +/- 6 seconds.
 AQ1890
 AQ1890.The orthometric height was determined by differential leveling and
 AQ1890.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1890.in June 1991.
 AQ1890
 AQ1890.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1890.GEOID18 height accuracy estimate available here.
 AQ1890
 AQ1890.Click photographs - Photos may exist for this station.
 AQ1890
 AQ1890.The dynamic height is computed by dividing the NAVD 88
 AQ1890.geopotential number by the normal gravity value computed on the
 AQ1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1890.degrees latitude (g = 980.6199 gals.).
 AQ1890
 AQ1890.The modeled gravity was interpolated from observed gravity values.
 AQ1890
 AQ1890;                    North         East    Units  Estimated Accuracy
 AQ1890;SPC FL E     -   551,420.      195,250.      MT  (+/- 180 meters Scaled)
 AQ1890
 AQ1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN952423(NAD 83)
 AQ1890
 AQ1890                          SUPERSEDED SURVEY CONTROL
 AQ1890
 AQ1890  NGVD 29 (09/01/92)    5.448  (m)           17.87   (f) ADJUSTED    2 2
 AQ1890
 AQ1890.Superseded values are not recommended for survey control.
 AQ1890
 AQ1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1890.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1890
 AQ1890_MARKER: DD = SURVEY DISK
 AQ1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1890_STAMPING: 79 78 A69 RM NO 1
 AQ1890_MARK LOGO: FLDT
 AQ1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1890+STABILITY: SURFACE MOTION
 AQ1890
 AQ1890  HISTORY     - Date     Condition        Report By
 AQ1890  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1890  HISTORY     - 20260413 MARK NOT FOUND   GEOCAC
 AQ1890
 AQ1890                          STATION DESCRIPTION
 AQ1890
 AQ1890'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1890'2.8 MI NE FROM ORMOND BEACH.
 AQ1890'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1890'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1890'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 1.3 MILES TO
 AQ1890'THE MARK, WHICH BEARS 8.2 FEET SOUTHEAST OF THE CENTER OF ASPHALT
 AQ1890'DRIVEWAY, AND 40.9 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1890
 AQ1890                          STATION RECOVERY (2026)
 AQ1890
 AQ1890'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1890'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1891 ***********************************************************************
 AQ1891  DESIGNATION -  79 78 A 70
 AQ1891  PID         -  AQ1891
 AQ1891  STATE/COUNTY-  FL/VOLUSIA
 AQ1891  COUNTRY     -  US
 AQ1891  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1891
 AQ1891                         *CURRENT SURVEY CONTROL
 AQ1891  ______________________________________________________________________
 AQ1891* NAD 83(1986) POSITION- 29 19 04.     (N) 081 03 09.     (W)   SCALED
 AQ1891* NAVD 88 ORTHO HEIGHT -     5.521 (meters)       18.11  (feet) ADJUSTED
 AQ1891  ______________________________________________________________________
 AQ1891  GEOID HEIGHT    -        -28.495 (meters)                     GEOID18
 AQ1891  DYNAMIC HEIGHT  -          5.513 (meters)       18.09  (feet) COMP
 AQ1891  MODELED GRAVITY -    979,283.5   (mgal)                       NAVD 88
 AQ1891
 AQ1891  VERT ORDER      -  SECOND    CLASS II
 AQ1891
 AQ1891.The horizontal coordinates were scaled from a map and have
 AQ1891.an estimated accuracy of +/- 6 seconds.
 AQ1891
 AQ1891.The orthometric height was determined by differential leveling and
 AQ1891.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1891.in June 1991.
 AQ1891
 AQ1891.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1891.GEOID18 height accuracy estimate available here.
 AQ1891
 AQ1891.Click photographs - Photos may exist for this station.
 AQ1891
 AQ1891.The dynamic height is computed by dividing the NAVD 88
 AQ1891.geopotential number by the normal gravity value computed on the
 AQ1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1891.degrees latitude (g = 980.6199 gals.).
 AQ1891
 AQ1891.The modeled gravity was interpolated from observed gravity values.
 AQ1891
 AQ1891;                    North         East    Units  Estimated Accuracy
 AQ1891;SPC FL E     -   552,250.      194,900.      MT  (+/- 180 meters Scaled)
 AQ1891
 AQ1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN949431(NAD 83)
 AQ1891
 AQ1891                          SUPERSEDED SURVEY CONTROL
 AQ1891
 AQ1891  NGVD 29 (09/01/92)    5.870  (m)           19.26   (f) ADJUSTED    2 2
 AQ1891
 AQ1891.Superseded values are not recommended for survey control.
 AQ1891
 AQ1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1891.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1891
 AQ1891_MARKER: DD = SURVEY DISK
 AQ1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1891_STAMPING: 79 78 A70
 AQ1891_MARK LOGO: FLDNR
 AQ1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1891+STABILITY: SURFACE MOTION
 AQ1891
 AQ1891  HISTORY     - Date     Condition        Report By
 AQ1891  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1891  HISTORY     - 20260413 MARK NOT FOUND   GEOCAC
 AQ1891
 AQ1891                          STATION DESCRIPTION
 AQ1891
 AQ1891'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1891'3.4 MI NE FROM ORMOND BEACH.
 AQ1891'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1891'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1891'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 1.9 MILES TO
 AQ1891'THE MARK. THE MARK BEARS 10.6 FEET NORTHEAST OF ORMOND BY THE SEA CITY
 AQ1891'LIMIT SIGN POST, 13.7 FEET NORTHWEST OF A PALM TREE, 25.5 FEET NORTH
 AQ1891'WEST OF A POWERLINE POLE, 26 FEET NORTHWEST OF NORTHWEST END OF A
 AQ1891'FENCE, AND 35.1 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1891'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1891'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1891
 AQ1891                          STATION RECOVERY (2026)
 AQ1891
 AQ1891'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1891'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1893 ***********************************************************************
 AQ1893  DESIGNATION -  79 78 A 71
 AQ1893  PID         -  AQ1893
 AQ1893  STATE/COUNTY-  FL/VOLUSIA
 AQ1893  COUNTRY     -  US
 AQ1893  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1893
 AQ1893                         *CURRENT SURVEY CONTROL
 AQ1893  ______________________________________________________________________
 AQ1893* NAD 83(1986) POSITION- 29 19 32.     (N) 081 03 23.     (W)   SCALED
 AQ1893* NAVD 88 ORTHO HEIGHT -     6.470 (meters)       21.23  (feet) ADJUSTED
 AQ1893  ______________________________________________________________________
 AQ1893  GEOID HEIGHT    -        -28.508 (meters)                     GEOID18
 AQ1893  DYNAMIC HEIGHT  -          6.461 (meters)       21.20  (feet) COMP
 AQ1893  MODELED GRAVITY -    979,283.3   (mgal)                       NAVD 88
 AQ1893
 AQ1893  VERT ORDER      -  SECOND    CLASS II
 AQ1893
 AQ1893.The horizontal coordinates were scaled from a map and have
 AQ1893.an estimated accuracy of +/- 6 seconds.
 AQ1893
 AQ1893.The orthometric height was determined by differential leveling and
 AQ1893.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1893.in June 1991.
 AQ1893
 AQ1893.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1893.GEOID18 height accuracy estimate available here.
 AQ1893
 AQ1893.Click photographs - Photos may exist for this station.
 AQ1893
 AQ1893.The dynamic height is computed by dividing the NAVD 88
 AQ1893.geopotential number by the normal gravity value computed on the
 AQ1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1893.degrees latitude (g = 980.6199 gals.).
 AQ1893
 AQ1893.The modeled gravity was interpolated from observed gravity values.
 AQ1893
 AQ1893;                    North         East    Units  Estimated Accuracy
 AQ1893;SPC FL E     -   553,110.      194,520.      MT  (+/- 180 meters Scaled)
 AQ1893
 AQ1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN945440(NAD 83)
 AQ1893
 AQ1893                          SUPERSEDED SURVEY CONTROL
 AQ1893
 AQ1893  NGVD 29 (09/01/92)    6.816  (m)           22.36   (f) ADJUSTED    2 2
 AQ1893
 AQ1893.Superseded values are not recommended for survey control.
 AQ1893
 AQ1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1893.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1893
 AQ1893_MARKER: DD = SURVEY DISK
 AQ1893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1893_STAMPING: 79 78 A71
 AQ1893_MARK LOGO: FLDNR
 AQ1893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1893+STABILITY: SURFACE MOTION
 AQ1893
 AQ1893  HISTORY     - Date     Condition        Report By
 AQ1893  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1893  HISTORY     - 20260413 MARK NOT FOUND   GEOCAC
 AQ1893
 AQ1893                          STATION DESCRIPTION
 AQ1893
 AQ1893'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1893'4.1 MI NORTH FROM ORMOND BEACH.
 AQ1893'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND U.S. ROUTE 1 IN ORMOND
 AQ1893'BEACH. PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE
 AQ1893'JUNCTION OF STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 2.6
 AQ1893'MILES TO THE MARK, JUST NORTH OF A TEXACO STATION. THE MARK BEARS 25.0
 AQ1893'FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, 34.5 FEET NORTH
 AQ1893'EAST OF EAST END OF FENCE, 37.3 FEET NORTHEAST OF A SECURITY LIGHT
 AQ1893'POLE, AND 40.0 FEET SOUTHEAST OF A METAL WITNESS POST. MARK IS A
 AQ1893'FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AQ1893'DEPARTMENT OF TRANSPORTATION.
 AQ1893
 AQ1893                          STATION RECOVERY (2026)
 AQ1893
 AQ1893'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1893'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1892 ***********************************************************************
 AQ1892  DESIGNATION -  79 78 A 71 RM 1
 AQ1892  PID         -  AQ1892
 AQ1892  STATE/COUNTY-  FL/VOLUSIA
 AQ1892  COUNTRY     -  US
 AQ1892  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1892
 AQ1892                         *CURRENT SURVEY CONTROL
 AQ1892  ______________________________________________________________________
 AQ1892* NAD 83(1986) POSITION- 29 19 32.     (N) 081 03 23.     (W)   SCALED
 AQ1892* NAVD 88 ORTHO HEIGHT -     6.597 (meters)       21.64  (feet) ADJUSTED
 AQ1892  ______________________________________________________________________
 AQ1892  GEOID HEIGHT    -        -28.508 (meters)                     GEOID18
 AQ1892  DYNAMIC HEIGHT  -          6.588 (meters)       21.61  (feet) COMP
 AQ1892  MODELED GRAVITY -    979,283.3   (mgal)                       NAVD 88
 AQ1892
 AQ1892  VERT ORDER      -  SECOND    CLASS II
 AQ1892
 AQ1892.The horizontal coordinates were scaled from a map and have
 AQ1892.an estimated accuracy of +/- 6 seconds.
 AQ1892
 AQ1892.The orthometric height was determined by differential leveling and
 AQ1892.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1892.in June 1991.
 AQ1892
 AQ1892.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1892.GEOID18 height accuracy estimate available here.
 AQ1892
 AQ1892.Click photographs - Photos may exist for this station.
 AQ1892
 AQ1892.The dynamic height is computed by dividing the NAVD 88
 AQ1892.geopotential number by the normal gravity value computed on the
 AQ1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1892.degrees latitude (g = 980.6199 gals.).
 AQ1892
 AQ1892.The modeled gravity was interpolated from observed gravity values.
 AQ1892
 AQ1892;                    North         East    Units  Estimated Accuracy
 AQ1892;SPC FL E     -   553,110.      194,520.      MT  (+/- 180 meters Scaled)
 AQ1892
 AQ1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN945440(NAD 83)
 AQ1892
 AQ1892                          SUPERSEDED SURVEY CONTROL
 AQ1892
 AQ1892  NGVD 29 (09/01/92)    6.943  (m)           22.78   (f) ADJUSTED    2 2
 AQ1892
 AQ1892.Superseded values are not recommended for survey control.
 AQ1892
 AQ1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1892.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1892
 AQ1892_MARKER: DD = SURVEY DISK
 AQ1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1892_STAMPING: 79 78 A71 RM NO 1
 AQ1892_MARK LOGO: FLDT
 AQ1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1892+STABILITY: SURFACE MOTION
 AQ1892
 AQ1892  HISTORY     - Date     Condition        Report By
 AQ1892  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1892  HISTORY     - 20260413 MARK NOT FOUND   GEOCAC
 AQ1892
 AQ1892                          STATION DESCRIPTION
 AQ1892
 AQ1892'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1892'4.1 MI NORTH FROM ORMOND BEACH.
 AQ1892'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1892'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1892'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 2.6 MILES TO
 AQ1892'THE MARK, JUST NORTH OF A TEXACO STATION. THE MARK BEARS 2.6 FEET
 AQ1892'NORTH NORTHWEST OF A SECURITY LIGHT POLE, AND 2.4 FEET WEST OF THE
 AQ1892'EAST END OF FENCE.
 AQ1892
 AQ1892                          STATION RECOVERY (2026)
 AQ1892
 AQ1892'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1892'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1894 ***********************************************************************
 AQ1894  DESIGNATION -  79 78 A 71 RM 2
 AQ1894  PID         -  AQ1894
 AQ1894  STATE/COUNTY-  FL/VOLUSIA
 AQ1894  COUNTRY     -  US
 AQ1894  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1894
 AQ1894                         *CURRENT SURVEY CONTROL
 AQ1894  ______________________________________________________________________
 AQ1894* NAD 83(1986) POSITION- 29 19 32.     (N) 081 03 23.     (W)   SCALED
 AQ1894* NAVD 88 ORTHO HEIGHT -     6.542 (meters)       21.46  (feet) ADJUSTED
 AQ1894  ______________________________________________________________________
 AQ1894  GEOID HEIGHT    -        -28.508 (meters)                     GEOID18
 AQ1894  DYNAMIC HEIGHT  -          6.533 (meters)       21.43  (feet) COMP
 AQ1894  MODELED GRAVITY -    979,283.3   (mgal)                       NAVD 88
 AQ1894
 AQ1894  VERT ORDER      -  SECOND    CLASS II
 AQ1894
 AQ1894.The horizontal coordinates were scaled from a map and have
 AQ1894.an estimated accuracy of +/- 6 seconds.
 AQ1894
 AQ1894.The orthometric height was determined by differential leveling and
 AQ1894.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1894.in June 1991.
 AQ1894
 AQ1894.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1894.GEOID18 height accuracy estimate available here.
 AQ1894
 AQ1894.Click photographs - Photos may exist for this station.
 AQ1894
 AQ1894.The dynamic height is computed by dividing the NAVD 88
 AQ1894.geopotential number by the normal gravity value computed on the
 AQ1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1894.degrees latitude (g = 980.6199 gals.).
 AQ1894
 AQ1894.The modeled gravity was interpolated from observed gravity values.
 AQ1894
 AQ1894;                    North         East    Units  Estimated Accuracy
 AQ1894;SPC FL E     -   553,110.      194,520.      MT  (+/- 180 meters Scaled)
 AQ1894
 AQ1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN945440(NAD 83)
 AQ1894
 AQ1894                          SUPERSEDED SURVEY CONTROL
 AQ1894
 AQ1894  NGVD 29 (09/01/92)    6.887  (m)           22.60   (f) ADJUSTED    2 2
 AQ1894
 AQ1894.Superseded values are not recommended for survey control.
 AQ1894
 AQ1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1894.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1894
 AQ1894_MARKER: DD = SURVEY DISK
 AQ1894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1894_STAMPING: 79 78 A71 RM NO 2
 AQ1894_MARK LOGO: FLDT
 AQ1894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1894+STABILITY: SURFACE MOTION
 AQ1894
 AQ1894  HISTORY     - Date     Condition        Report By
 AQ1894  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1894  HISTORY     - 20260413 MARK NOT FOUND   GEOCAC
 AQ1894
 AQ1894                          STATION DESCRIPTION
 AQ1894
 AQ1894'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1894'4.1 MI NORTH FROM ORMOND BEACH.
 AQ1894'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1894'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1894'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 2.6 MILES TO
 AQ1894'THE MARK, JUCT NORTH OF A TEXACO STATION. THE MARK BEARS 34.4 FEET
 AQ1894'SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, 54 FEET NORTH OF THE
 AQ1894'EAST END OF FENCE.
 AQ1894
 AQ1894                          STATION RECOVERY (2026)
 AQ1894
 AQ1894'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1894'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1895 ***********************************************************************
 AQ1895  DESIGNATION -  79 78 A 72
 AQ1895  PID         -  AQ1895
 AQ1895  STATE/COUNTY-  FL/VOLUSIA
 AQ1895  COUNTRY     -  US
 AQ1895  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1895
 AQ1895                         *CURRENT SURVEY CONTROL
 AQ1895  ______________________________________________________________________
 AQ1895* NAD 83(1986) POSITION- 29 19 50.     (N) 081 03 31.     (W)   SCALED
 AQ1895* NAVD 88 ORTHO HEIGHT -     5.697 (meters)       18.69  (feet) ADJUSTED
 AQ1895  ______________________________________________________________________
 AQ1895  GEOID HEIGHT    -        -28.516 (meters)                     GEOID18
 AQ1895  DYNAMIC HEIGHT  -          5.689 (meters)       18.66  (feet) COMP
 AQ1895  MODELED GRAVITY -    979,283.3   (mgal)                       NAVD 88
 AQ1895
 AQ1895  VERT ORDER      -  SECOND    CLASS II
 AQ1895
 AQ1895.The horizontal coordinates were scaled from a map and have
 AQ1895.an estimated accuracy of +/- 6 seconds.
 AQ1895
 AQ1895.The orthometric height was determined by differential leveling and
 AQ1895.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1895.in June 1991.
 AQ1895
 AQ1895.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1895.GEOID18 height accuracy estimate available here.
 AQ1895
 AQ1895.Click photographs - Photos may exist for this station.
 AQ1895
 AQ1895.The dynamic height is computed by dividing the NAVD 88
 AQ1895.geopotential number by the normal gravity value computed on the
 AQ1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1895.degrees latitude (g = 980.6199 gals.).
 AQ1895
 AQ1895.The modeled gravity was interpolated from observed gravity values.
 AQ1895
 AQ1895;                    North         East    Units  Estimated Accuracy
 AQ1895;SPC FL E     -   553,670.      194,310.      MT  (+/- 180 meters Scaled)
 AQ1895
 AQ1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN943446(NAD 83)
 AQ1895
 AQ1895                          SUPERSEDED SURVEY CONTROL
 AQ1895
 AQ1895  NGVD 29 (09/01/92)    6.041  (m)           19.82   (f) ADJUSTED    2 2
 AQ1895
 AQ1895.Superseded values are not recommended for survey control.
 AQ1895
 AQ1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1895.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1895
 AQ1895_MARKER: DD = SURVEY DISK
 AQ1895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1895_STAMPING: 79 78 A72 1988
 AQ1895_MARK LOGO: FLDNR
 AQ1895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1895+STABILITY: SURFACE MOTION
 AQ1895
 AQ1895  HISTORY     - Date     Condition        Report By
 AQ1895  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1895
 AQ1895                          STATION DESCRIPTION
 AQ1895
 AQ1895'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1895'4.4 MI NORTH FROM ORMOND BEACH.
 AQ1895'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1895'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1895'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 2.9 MILES TO
 AQ1895'THE MARK, IN FRONT OF CAMINO REAL APARTMENTS. THE MARK BEARS 17.6 FEET
 AQ1895'EAST OF POWERLINE POLE NUMBER 185HM376, 37.3 FEET NORTH OF THE CENTER
 AQ1895'OF ASPHALT DRIVEWAY, 25.4 FEET WEST OF THE CENTERLINE OF STATE ROAD
 AQ1895'A1A, AND 48.7 FEET EAST OF THE NORTHEAST CORNER OF THE SOUTH WING OF
 AQ1895'CAMINO REAL APARTMENT BUILDING. MARK IS A FLORIDA DEPARTMENT OF
 AQ1895'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1895'TRANSPORTATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1898 ***********************************************************************
 AQ1898  DESIGNATION -  79 78 A 73 RM 1
 AQ1898  PID         -  AQ1898
 AQ1898  STATE/COUNTY-  FL/VOLUSIA
 AQ1898  COUNTRY     -  US
 AQ1898  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1898
 AQ1898                         *CURRENT SURVEY CONTROL
 AQ1898  ______________________________________________________________________
 AQ1898* NAD 83(1986) POSITION- 29 20 04.     (N) 081 03 34.     (W)   SCALED
 AQ1898* NAVD 88 ORTHO HEIGHT -     4.567 (meters)       14.98  (feet) ADJUSTED
 AQ1898  ______________________________________________________________________
 AQ1898  GEOID HEIGHT    -        -28.523 (meters)                     GEOID18
 AQ1898  DYNAMIC HEIGHT  -          4.561 (meters)       14.96  (feet) COMP
 AQ1898  MODELED GRAVITY -    979,283.3   (mgal)                       NAVD 88
 AQ1898
 AQ1898  VERT ORDER      -  SECOND    CLASS II
 AQ1898
 AQ1898.The horizontal coordinates were scaled from a map and have
 AQ1898.an estimated accuracy of +/- 6 seconds.
 AQ1898
 AQ1898.The orthometric height was determined by differential leveling and
 AQ1898.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1898.in June 1991.
 AQ1898
 AQ1898.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1898.GEOID18 height accuracy estimate available here.
 AQ1898
 AQ1898.Click photographs - Photos may exist for this station.
 AQ1898
 AQ1898.The dynamic height is computed by dividing the NAVD 88
 AQ1898.geopotential number by the normal gravity value computed on the
 AQ1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1898.degrees latitude (g = 980.6199 gals.).
 AQ1898
 AQ1898.The modeled gravity was interpolated from observed gravity values.
 AQ1898
 AQ1898;                    North         East    Units  Estimated Accuracy
 AQ1898;SPC FL E     -   554,100.      194,230.      MT  (+/- 180 meters Scaled)
 AQ1898
 AQ1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN942450(NAD 83)
 AQ1898
 AQ1898                          SUPERSEDED SURVEY CONTROL
 AQ1898
 AQ1898  NGVD 29 (09/01/92)    4.910  (m)           16.11   (f) ADJUSTED    2 2
 AQ1898
 AQ1898.Superseded values are not recommended for survey control.
 AQ1898
 AQ1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1898.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1898
 AQ1898_MARKER: DD = SURVEY DISK
 AQ1898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1898_STAMPING: 79 78 A73 RM NO 1
 AQ1898_MARK LOGO: FLDT
 AQ1898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1898+STABILITY: SURFACE MOTION
 AQ1898
 AQ1898  HISTORY     - Date     Condition        Report By
 AQ1898  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1898  HISTORY     - 1984     GOOD             USPSQD
 AQ1898  HISTORY     - 20040329 MARK NOT FOUND   FL-127
 AQ1898
 AQ1898                          STATION DESCRIPTION
 AQ1898
 AQ1898'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1898'4.7 MI NORTH FROM ORMOND BEACH.
 AQ1898'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1898'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1898'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 3.2 MILES TO
 AQ1898'THE MARK. THE MARK BEARS 28.9 FEET NORTH OF A GUY WIRE POLE, AND 33.5
 AQ1898'FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1898
 AQ1898                          STATION RECOVERY (1984)
 AQ1898
 AQ1898'RECOVERY NOTE BY US POWER SQUADRON 1984 (JD)
 AQ1898'RECOVERED IN GOOD CONDITION.
 AQ1898
 AQ1898                          STATION RECOVERY (2004)
 AQ1898
 AQ1898'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2004
 AQ1898'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1896 ***********************************************************************
 AQ1896  DESIGNATION -  79 78 A 73 RM 2
 AQ1896  PID         -  AQ1896
 AQ1896  STATE/COUNTY-  FL/VOLUSIA
 AQ1896  COUNTRY     -  US
 AQ1896  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1896
 AQ1896                         *CURRENT SURVEY CONTROL
 AQ1896  ______________________________________________________________________
 AQ1896* NAD 83(1986) POSITION- 29 20 04.     (N) 081 03 34.     (W)   SCALED
 AQ1896* NAVD 88 ORTHO HEIGHT -     4.441 (meters)       14.57  (feet) ADJUSTED
 AQ1896  ______________________________________________________________________
 AQ1896  GEOID HEIGHT    -        -28.523 (meters)                     GEOID18
 AQ1896  DYNAMIC HEIGHT  -          4.435 (meters)       14.55  (feet) COMP
 AQ1896  MODELED GRAVITY -    979,283.3   (mgal)                       NAVD 88
 AQ1896
 AQ1896  VERT ORDER      -  SECOND    CLASS II
 AQ1896
 AQ1896.The horizontal coordinates were scaled from a map and have
 AQ1896.an estimated accuracy of +/- 6 seconds.
 AQ1896
 AQ1896.The orthometric height was determined by differential leveling and
 AQ1896.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1896.in June 1991.
 AQ1896
 AQ1896.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1896.GEOID18 height accuracy estimate available here.
 AQ1896
 AQ1896.Click photographs - Photos may exist for this station.
 AQ1896
 AQ1896.The dynamic height is computed by dividing the NAVD 88
 AQ1896.geopotential number by the normal gravity value computed on the
 AQ1896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1896.degrees latitude (g = 980.6199 gals.).
 AQ1896
 AQ1896.The modeled gravity was interpolated from observed gravity values.
 AQ1896
 AQ1896;                    North         East    Units  Estimated Accuracy
 AQ1896;SPC FL E     -   554,100.      194,230.      MT  (+/- 180 meters Scaled)
 AQ1896
 AQ1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN942450(NAD 83)
 AQ1896
 AQ1896                          SUPERSEDED SURVEY CONTROL
 AQ1896
 AQ1896  NGVD 29 (09/01/92)    4.784  (m)           15.70   (f) ADJUSTED    2 2
 AQ1896
 AQ1896.Superseded values are not recommended for survey control.
 AQ1896
 AQ1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1896.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1896
 AQ1896_MARKER: DD = SURVEY DISK
 AQ1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1896_STAMPING: 79 78 A73 RM NO 2
 AQ1896_MARK LOGO: FLDT
 AQ1896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1896+STABILITY: SURFACE MOTION
 AQ1896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1896+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 AQ1896
 AQ1896  HISTORY     - Date     Condition        Report By
 AQ1896  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1896  HISTORY     - 1990     GOOD             USPSQD
 AQ1896  HISTORY     - 20040329 GOOD             FL-127
 AQ1896
 AQ1896                          STATION DESCRIPTION
 AQ1896
 AQ1896'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1896'4.7 MI NORTH FROM ORMOND BEACH.
 AQ1896'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1896'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1896'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 3.2 MILES TO
 AQ1896'THE MARK, WHICH BEARS 14.3 FEET EAST OF A POWERLINE GUY POLE, AND 35.5
 AQ1896'FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1896
 AQ1896                          STATION RECOVERY (1990)
 AQ1896
 AQ1896'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1896'RECOVERED IN GOOD CONDITION.
 AQ1896
 AQ1896                          STATION RECOVERY (2004)
 AQ1896
 AQ1896'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2004
 AQ1896'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND A1A (OCEAN SHORE BLVD).
 AQ1896'
 AQ1896'THENCE NORTH ON A1A FOR 3.2 MILES TO THE STATION ON THE RIGHT. STATION
 AQ1896'IS 35 FEET EAST OF THE CENTERLINE OF A1A, 121.8 FEET NORTHEAST OF THE
 AQ1896'CENTERLINE OF A1A AND ROBERTA ROAD,98.6 FEET NORTHWEST OF THE
 AQ1896'NORTHWEST CORNER OF THE BEACH PATROL HEADQUARTERS AND 3 FEET WEST OF A
 AQ1896'POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1900 ***********************************************************************
 AQ1900  DESIGNATION -  79 78 A 74
 AQ1900  PID         -  AQ1900
 AQ1900  STATE/COUNTY-  FL/VOLUSIA
 AQ1900  COUNTRY     -  US
 AQ1900  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1900
 AQ1900                         *CURRENT SURVEY CONTROL
 AQ1900  ______________________________________________________________________
 AQ1900* NAD 83(1986) POSITION- 29 20 34.     (N) 081 03 47.     (W)   SCALED
 AQ1900* NAVD 88 ORTHO HEIGHT -     3.892 (meters)       12.77  (feet) ADJUSTED
 AQ1900  ______________________________________________________________________
 AQ1900  GEOID HEIGHT    -        -28.536 (meters)                     GEOID18
 AQ1900  DYNAMIC HEIGHT  -          3.887 (meters)       12.75  (feet) COMP
 AQ1900  MODELED GRAVITY -    979,283.3   (mgal)                       NAVD 88
 AQ1900
 AQ1900  VERT ORDER      -  SECOND    CLASS II
 AQ1900
 AQ1900.The horizontal coordinates were scaled from a map and have
 AQ1900.an estimated accuracy of +/- 6 seconds.
 AQ1900
 AQ1900.The orthometric height was determined by differential leveling and
 AQ1900.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1900.in June 1991.
 AQ1900
 AQ1900.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1900.GEOID18 height accuracy estimate available here.
 AQ1900
 AQ1900.Click photographs - Photos may exist for this station.
 AQ1900
 AQ1900.The dynamic height is computed by dividing the NAVD 88
 AQ1900.geopotential number by the normal gravity value computed on the
 AQ1900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1900.degrees latitude (g = 980.6199 gals.).
 AQ1900
 AQ1900.The modeled gravity was interpolated from observed gravity values.
 AQ1900
 AQ1900;                    North         East    Units  Estimated Accuracy
 AQ1900;SPC FL E     -   555,020.      193,880.      MT  (+/- 180 meters Scaled)
 AQ1900
 AQ1900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN938459(NAD 83)
 AQ1900
 AQ1900                          SUPERSEDED SURVEY CONTROL
 AQ1900
 AQ1900  NGVD 29 (09/01/92)    4.232  (m)           13.88   (f) ADJUSTED    2 2
 AQ1900
 AQ1900.Superseded values are not recommended for survey control.
 AQ1900
 AQ1900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1900.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1900
 AQ1900_MARKER: DD = SURVEY DISK
 AQ1900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1900_STAMPING: 79 78 A74
 AQ1900_MARK LOGO: FLDNR
 AQ1900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1900+STABILITY: SURFACE MOTION
 AQ1900
 AQ1900  HISTORY     - Date     Condition        Report By
 AQ1900  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1900  HISTORY     - 1986     GOOD             USPSQD
 AQ1900
 AQ1900                          STATION DESCRIPTION
 AQ1900
 AQ1900'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1900'5.3 MI NORTH FROM ORMOND BEACH.
 AQ1900'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1900'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1900'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 3.8 MILES TO
 AQ1900'THE MARK, IN FRONT OF AND ACROSS STREET FROM THE SOUTH ENTRANCE OF
 AQ1900'A CIRULAR DRIVE TO AN OLD MOTEL. THE MARK BEARS 22.6 FEET SOUTH SOUTH
 AQ1900'WEST OF A LONE PALM TREE, 19.4 FEET NORTHEAST OF THE CENTERLINE OF
 AQ1900'STATE ROAD A1A, AND 5.6 FEET SOUTHWEST OF A BUS STOP SIGN POST.
 AQ1900'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1900'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1900
 AQ1900                          STATION RECOVERY (1986)
 AQ1900
 AQ1900'RECOVERY NOTE BY US POWER SQUADRON 1986 (JD)
 AQ1900'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1901 ***********************************************************************
 AQ1901  DESIGNATION -  79 78 A 74 RM 1
 AQ1901  PID         -  AQ1901
 AQ1901  STATE/COUNTY-  FL/VOLUSIA
 AQ1901  COUNTRY     -  US
 AQ1901  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1901
 AQ1901                         *CURRENT SURVEY CONTROL
 AQ1901  ______________________________________________________________________
 AQ1901* NAD 83(1986) POSITION- 29 20 34.     (N) 081 03 47.     (W)   SCALED
 AQ1901* NAVD 88 ORTHO HEIGHT -     4.272 (meters)       14.02  (feet) ADJUSTED
 AQ1901  ______________________________________________________________________
 AQ1901  GEOID HEIGHT    -        -28.536 (meters)                     GEOID18
 AQ1901  DYNAMIC HEIGHT  -          4.266 (meters)       14.00  (feet) COMP
 AQ1901  MODELED GRAVITY -    979,283.3   (mgal)                       NAVD 88
 AQ1901
 AQ1901  VERT ORDER      -  SECOND    CLASS II
 AQ1901
 AQ1901.The horizontal coordinates were scaled from a map and have
 AQ1901.an estimated accuracy of +/- 6 seconds.
 AQ1901
 AQ1901.The orthometric height was determined by differential leveling and
 AQ1901.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1901.in June 1991.
 AQ1901
 AQ1901.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1901.GEOID18 height accuracy estimate available here.
 AQ1901
 AQ1901.Click photographs - Photos may exist for this station.
 AQ1901
 AQ1901.The dynamic height is computed by dividing the NAVD 88
 AQ1901.geopotential number by the normal gravity value computed on the
 AQ1901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1901.degrees latitude (g = 980.6199 gals.).
 AQ1901
 AQ1901.The modeled gravity was interpolated from observed gravity values.
 AQ1901
 AQ1901;                    North         East    Units  Estimated Accuracy
 AQ1901;SPC FL E     -   555,020.      193,880.      MT  (+/- 180 meters Scaled)
 AQ1901
 AQ1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN938459(NAD 83)
 AQ1901
 AQ1901                          SUPERSEDED SURVEY CONTROL
 AQ1901
 AQ1901  NGVD 29 (09/01/92)    4.612  (m)           15.13   (f) ADJUSTED    2 2
 AQ1901
 AQ1901.Superseded values are not recommended for survey control.
 AQ1901
 AQ1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1901.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1901
 AQ1901_MARKER: DD = SURVEY DISK
 AQ1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1901_STAMPING: 79 78 A74 RM NO 1
 AQ1901_MARK LOGO: FLDT
 AQ1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1901+STABILITY: SURFACE MOTION
 AQ1901
 AQ1901  HISTORY     - Date     Condition        Report By
 AQ1901  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1901
 AQ1901                          STATION DESCRIPTION
 AQ1901
 AQ1901'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1901'5.3 MI NORTH FROM ORMOND BEACH.
 AQ1901'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1901'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1901'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 3.8 MILES. THE
 AQ1901'MARK BEARS 38.4 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A,
 AQ1901'AND 22.5 FEET NORTH NORTHWEST OF A LONE PALM TREE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1899 ***********************************************************************
 AQ1899  DESIGNATION -  79 78 A 74 RM 2
 AQ1899  PID         -  AQ1899
 AQ1899  STATE/COUNTY-  FL/VOLUSIA
 AQ1899  COUNTRY     -  US
 AQ1899  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1899
 AQ1899                         *CURRENT SURVEY CONTROL
 AQ1899  ______________________________________________________________________
 AQ1899* NAD 83(1986) POSITION- 29 20 34.     (N) 081 03 47.     (W)   SCALED
 AQ1899* NAVD 88 ORTHO HEIGHT -     4.222 (meters)       13.85  (feet) ADJUSTED
 AQ1899  ______________________________________________________________________
 AQ1899  GEOID HEIGHT    -        -28.536 (meters)                     GEOID18
 AQ1899  DYNAMIC HEIGHT  -          4.216 (meters)       13.83  (feet) COMP
 AQ1899  MODELED GRAVITY -    979,283.3   (mgal)                       NAVD 88
 AQ1899
 AQ1899  VERT ORDER      -  SECOND    CLASS II
 AQ1899
 AQ1899.The horizontal coordinates were scaled from a map and have
 AQ1899.an estimated accuracy of +/- 6 seconds.
 AQ1899
 AQ1899.The orthometric height was determined by differential leveling and
 AQ1899.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1899.in June 1991.
 AQ1899
 AQ1899.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1899.GEOID18 height accuracy estimate available here.
 AQ1899
 AQ1899.Click photographs - Photos may exist for this station.
 AQ1899
 AQ1899.The dynamic height is computed by dividing the NAVD 88
 AQ1899.geopotential number by the normal gravity value computed on the
 AQ1899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1899.degrees latitude (g = 980.6199 gals.).
 AQ1899
 AQ1899.The modeled gravity was interpolated from observed gravity values.
 AQ1899
 AQ1899;                    North         East    Units  Estimated Accuracy
 AQ1899;SPC FL E     -   555,020.      193,880.      MT  (+/- 180 meters Scaled)
 AQ1899
 AQ1899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN938459(NAD 83)
 AQ1899
 AQ1899                          SUPERSEDED SURVEY CONTROL
 AQ1899
 AQ1899  NGVD 29 (09/01/92)    4.562  (m)           14.97   (f) ADJUSTED    2 2
 AQ1899
 AQ1899.Superseded values are not recommended for survey control.
 AQ1899
 AQ1899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1899.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1899
 AQ1899_MARKER: DD = SURVEY DISK
 AQ1899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1899_STAMPING: 79 78 A74 RM NO 2
 AQ1899_MARK LOGO: FLDT
 AQ1899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1899+STABILITY: SURFACE MOTION
 AQ1899
 AQ1899  HISTORY     - Date     Condition        Report By
 AQ1899  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1899  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1899
 AQ1899                          STATION DESCRIPTION
 AQ1899
 AQ1899'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1899'5.3 MI NORTH FROM ORMOND BEACH.
 AQ1899'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1899'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1899'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 3.8 MILES. THE
 AQ1899'MARK BEARS 49.7 FEET SOUTHEAST OF A LONE PALM TREE, AND 32.9 FEET
 AQ1899'NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1899
 AQ1899                          STATION RECOVERY (1990)
 AQ1899
 AQ1899'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1899'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1902 ***********************************************************************
 AQ1902  DESIGNATION -  79 78 A 75
 AQ1902  PID         -  AQ1902
 AQ1902  STATE/COUNTY-  FL/VOLUSIA
 AQ1902  COUNTRY     -  US
 AQ1902  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1902
 AQ1902                         *CURRENT SURVEY CONTROL
 AQ1902  ______________________________________________________________________
 AQ1902* NAD 83(1986) POSITION- 29 20 59.     (N) 081 04 00.     (W)   SCALED
 AQ1902* NAVD 88 ORTHO HEIGHT -     4.807 (meters)       15.77  (feet) ADJUSTED
 AQ1902  ______________________________________________________________________
 AQ1902  GEOID HEIGHT    -        -28.546 (meters)                     GEOID18
 AQ1902  DYNAMIC HEIGHT  -          4.800 (meters)       15.75  (feet) COMP
 AQ1902  MODELED GRAVITY -    979,283.4   (mgal)                       NAVD 88
 AQ1902
 AQ1902  VERT ORDER      -  SECOND    CLASS II
 AQ1902
 AQ1902.The horizontal coordinates were scaled from a map and have
 AQ1902.an estimated accuracy of +/- 6 seconds.
 AQ1902
 AQ1902.The orthometric height was determined by differential leveling and
 AQ1902.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1902.in June 1991.
 AQ1902
 AQ1902.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1902.GEOID18 height accuracy estimate available here.
 AQ1902
 AQ1902.Click photographs - Photos may exist for this station.
 AQ1902
 AQ1902.The dynamic height is computed by dividing the NAVD 88
 AQ1902.geopotential number by the normal gravity value computed on the
 AQ1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1902.degrees latitude (g = 980.6199 gals.).
 AQ1902
 AQ1902.The modeled gravity was interpolated from observed gravity values.
 AQ1902
 AQ1902;                    North         East    Units  Estimated Accuracy
 AQ1902;SPC FL E     -   555,790.      193,530.      MT  (+/- 180 meters Scaled)
 AQ1902
 AQ1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN935467(NAD 83)
 AQ1902
 AQ1902                          SUPERSEDED SURVEY CONTROL
 AQ1902
 AQ1902  NGVD 29 (09/01/92)    5.145  (m)           16.88   (f) ADJUSTED    2 2
 AQ1902
 AQ1902.Superseded values are not recommended for survey control.
 AQ1902
 AQ1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1902.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1902
 AQ1902_MARKER: DD = SURVEY DISK
 AQ1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1902_STAMPING: 79 78 A75
 AQ1902_MARK LOGO: FLDNR
 AQ1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1902+STABILITY: SURFACE MOTION
 AQ1902
 AQ1902  HISTORY     - Date     Condition        Report By
 AQ1902  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1902
 AQ1902                          STATION DESCRIPTION
 AQ1902
 AQ1902'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1902'5.8 MI NORTH FROM ORMOND BEACH.
 AQ1902'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1902'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1902'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 4.3 MILES TO A
 AQ1902'POINT JUST NORTH OF THE HAYES REALITY COMPANY. THE MARK BEARS 33.5
 AQ1902'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A TELEPHONE BOOTH, 28.8 FEET
 AQ1902'SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND 25.5 FEET SOUTHEAST
 AQ1902'OF A POWERPOLE. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AQ1902'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1904 ***********************************************************************
 AQ1904  DESIGNATION -  79 78 A 76
 AQ1904  PID         -  AQ1904
 AQ1904  STATE/COUNTY-  FL/VOLUSIA
 AQ1904  COUNTRY     -  US
 AQ1904  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1904
 AQ1904                         *CURRENT SURVEY CONTROL
 AQ1904  ______________________________________________________________________
 AQ1904* NAD 83(1986) POSITION- 29 21 24.     (N) 081 04 11.     (W)   SCALED
 AQ1904* NAVD 88 ORTHO HEIGHT -     5.112 (meters)       16.77  (feet) ADJUSTED
 AQ1904  ______________________________________________________________________
 AQ1904  GEOID HEIGHT    -        -28.556 (meters)                     GEOID18
 AQ1904  DYNAMIC HEIGHT  -          5.105 (meters)       16.75  (feet) COMP
 AQ1904  MODELED GRAVITY -    979,283.5   (mgal)                       NAVD 88
 AQ1904
 AQ1904  VERT ORDER      -  SECOND    CLASS II
 AQ1904
 AQ1904.The horizontal coordinates were scaled from a map and have
 AQ1904.an estimated accuracy of +/- 6 seconds.
 AQ1904
 AQ1904.The orthometric height was determined by differential leveling and
 AQ1904.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1904.in June 1991.
 AQ1904
 AQ1904.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1904.GEOID18 height accuracy estimate available here.
 AQ1904
 AQ1904.Click photographs - Photos may exist for this station.
 AQ1904
 AQ1904.The dynamic height is computed by dividing the NAVD 88
 AQ1904.geopotential number by the normal gravity value computed on the
 AQ1904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1904.degrees latitude (g = 980.6199 gals.).
 AQ1904
 AQ1904.The modeled gravity was interpolated from observed gravity values.
 AQ1904
 AQ1904;                    North         East    Units  Estimated Accuracy
 AQ1904;SPC FL E     -   556,560.      193,230.      MT  (+/- 180 meters Scaled)
 AQ1904
 AQ1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN932475(NAD 83)
 AQ1904
 AQ1904                          SUPERSEDED SURVEY CONTROL
 AQ1904
 AQ1904  NGVD 29 (09/01/92)    5.449  (m)           17.88   (f) ADJUSTED    2 2
 AQ1904
 AQ1904.Superseded values are not recommended for survey control.
 AQ1904
 AQ1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1904.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1904
 AQ1904_MARKER: DD = SURVEY DISK
 AQ1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1904_STAMPING: 79 78 A76
 AQ1904_MARK LOGO: FLDNR
 AQ1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1904+STABILITY: SURFACE MOTION
 AQ1904
 AQ1904  HISTORY     - Date     Condition        Report By
 AQ1904  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1904  HISTORY     - 1990     GOOD             USPSQD
 AQ1904
 AQ1904                          STATION DESCRIPTION
 AQ1904
 AQ1904'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1904'6.3 MI NORTH FROM ORMOND BEACH.
 AQ1904'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1904'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1904'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 4.8 MILES TO A
 AQ1904'POINT JUST NORTH OF SAN JOSE DRIVE. THE MARK BEARS 18.2 FEET NORTHEAST
 AQ1904'OF THE CENTERLINE OF STATE ROAD A1A, AND 14.9 FEET NORTHWEST OF A BUS
 AQ1904'STOP SIGN POST. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AQ1904'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1904
 AQ1904                          STATION RECOVERY (1990)
 AQ1904
 AQ1904'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1904'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1905 ***********************************************************************
 AQ1905  DESIGNATION -  79 78 A 76 RM 1
 AQ1905  PID         -  AQ1905
 AQ1905  STATE/COUNTY-  FL/VOLUSIA
 AQ1905  COUNTRY     -  US
 AQ1905  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1905
 AQ1905                         *CURRENT SURVEY CONTROL
 AQ1905  ______________________________________________________________________
 AQ1905* NAD 83(1986) POSITION- 29 21 24.     (N) 081 04 11.     (W)   SCALED
 AQ1905* NAVD 88 ORTHO HEIGHT -     5.325 (meters)       17.47  (feet) ADJUSTED
 AQ1905  ______________________________________________________________________
 AQ1905  GEOID HEIGHT    -        -28.556 (meters)                     GEOID18
 AQ1905  DYNAMIC HEIGHT  -          5.318 (meters)       17.45  (feet) COMP
 AQ1905  MODELED GRAVITY -    979,283.5   (mgal)                       NAVD 88
 AQ1905
 AQ1905  VERT ORDER      -  SECOND    CLASS II
 AQ1905
 AQ1905.The horizontal coordinates were scaled from a map and have
 AQ1905.an estimated accuracy of +/- 6 seconds.
 AQ1905
 AQ1905.The orthometric height was determined by differential leveling and
 AQ1905.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1905.in June 1991.
 AQ1905
 AQ1905.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1905.GEOID18 height accuracy estimate available here.
 AQ1905
 AQ1905.Click photographs - Photos may exist for this station.
 AQ1905
 AQ1905.The dynamic height is computed by dividing the NAVD 88
 AQ1905.geopotential number by the normal gravity value computed on the
 AQ1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1905.degrees latitude (g = 980.6199 gals.).
 AQ1905
 AQ1905.The modeled gravity was interpolated from observed gravity values.
 AQ1905
 AQ1905;                    North         East    Units  Estimated Accuracy
 AQ1905;SPC FL E     -   556,560.      193,230.      MT  (+/- 180 meters Scaled)
 AQ1905
 AQ1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN932475(NAD 83)
 AQ1905
 AQ1905                          SUPERSEDED SURVEY CONTROL
 AQ1905
 AQ1905  NGVD 29 (09/01/92)    5.662  (m)           18.58   (f) ADJUSTED    2 2
 AQ1905
 AQ1905.Superseded values are not recommended for survey control.
 AQ1905
 AQ1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1905.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1905
 AQ1905_MARKER: DD = SURVEY DISK
 AQ1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1905_STAMPING: 79 78 A76 RM NO 1
 AQ1905_MARK LOGO: FLDT
 AQ1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1905+STABILITY: SURFACE MOTION
 AQ1905
 AQ1905  HISTORY     - Date     Condition        Report By
 AQ1905  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1905
 AQ1905                          STATION DESCRIPTION
 AQ1905
 AQ1905'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1905'6.3 MI NORTH FROM ORMOND BEACH.
 AQ1905'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1905'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1905'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 4.8 MILES TO A
 AQ1905'POINT JUST NORTH OF SAN JOSE DRIVE. THE MARK BEARS 46.1 FEET NORTH
 AQ1905'NORTHWEST OF A BUS STOP SIGN POST, AND 25.9 FEET NORTHEAST OF THE
 AQ1905'CENTERLINE OF STATE ROAD A1A.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1907 ***********************************************************************
 AQ1907  DESIGNATION -  79 78 A 77
 AQ1907  PID         -  AQ1907
 AQ1907  STATE/COUNTY-  FL/VOLUSIA
 AQ1907  COUNTRY     -  US
 AQ1907  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1907
 AQ1907                         *CURRENT SURVEY CONTROL
 AQ1907  ______________________________________________________________________
 AQ1907* NAD 83(1986) POSITION- 29 22 04.     (N) 081 04 31.     (W)   SCALED
 AQ1907* NAVD 88 ORTHO HEIGHT -     6.155 (meters)       20.19  (feet) ADJUSTED
 AQ1907  ______________________________________________________________________
 AQ1907  GEOID HEIGHT    -        -28.570 (meters)                     GEOID18
 AQ1907  DYNAMIC HEIGHT  -          6.147 (meters)       20.17  (feet) COMP
 AQ1907  MODELED GRAVITY -    979,283.7   (mgal)                       NAVD 88
 AQ1907
 AQ1907  VERT ORDER      -  SECOND    CLASS II
 AQ1907
 AQ1907.The horizontal coordinates were scaled from a map and have
 AQ1907.an estimated accuracy of +/- 6 seconds.
 AQ1907
 AQ1907.The orthometric height was determined by differential leveling and
 AQ1907.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1907.in June 1991.
 AQ1907
 AQ1907.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1907.GEOID18 height accuracy estimate available here.
 AQ1907
 AQ1907.Click photographs - Photos may exist for this station.
 AQ1907
 AQ1907.The dynamic height is computed by dividing the NAVD 88
 AQ1907.geopotential number by the normal gravity value computed on the
 AQ1907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1907.degrees latitude (g = 980.6199 gals.).
 AQ1907
 AQ1907.The modeled gravity was interpolated from observed gravity values.
 AQ1907
 AQ1907;                    North         East    Units  Estimated Accuracy
 AQ1907;SPC FL E     -   557,790.      192,690.      MT  (+/- 180 meters Scaled)
 AQ1907
 AQ1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN926487(NAD 83)
 AQ1907
 AQ1907                          SUPERSEDED SURVEY CONTROL
 AQ1907
 AQ1907  NGVD 29 (09/01/92)    6.495  (m)           21.31   (f) ADJUSTED    2 2
 AQ1907
 AQ1907.Superseded values are not recommended for survey control.
 AQ1907
 AQ1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1907.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1907
 AQ1907_MARKER: DD = SURVEY DISK
 AQ1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1907_STAMPING: 79 78 A77
 AQ1907_MARK LOGO: FLDNR
 AQ1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1907+STABILITY: SURFACE MOTION
 AQ1907
 AQ1907  HISTORY     - Date     Condition        Report By
 AQ1907  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1907  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1907
 AQ1907                          STATION DESCRIPTION
 AQ1907
 AQ1907'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1907'71. MI NORTH FROM ORMOND BEACH.
 AQ1907'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1907'PROCEED NORTHEASTERLY ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION
 AQ1907'OF STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 5.6 MILES TO
 AQ1907'A POINT JUST SOUTH OF THE JUNCTION OF MARTIN DRIVE. THE MARK BEARS 72
 AQ1907'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A RESTAURANT, 27.3 FEET
 AQ1907'SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND 10.6 FEET NORTHEAST
 AQ1907'OF A POWERPOLE. MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK
 AQ1907'ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1907
 AQ1907                          STATION RECOVERY (1990)
 AQ1907
 AQ1907'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1907'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1906 ***********************************************************************
 AQ1906  DESIGNATION -  79 78 A 77 RM 1
 AQ1906  PID         -  AQ1906
 AQ1906  STATE/COUNTY-  FL/VOLUSIA
 AQ1906  COUNTRY     -  US
 AQ1906  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1906
 AQ1906                         *CURRENT SURVEY CONTROL
 AQ1906  ______________________________________________________________________
 AQ1906* NAD 83(1986) POSITION- 29 22 04.     (N) 081 04 31.     (W)   SCALED
 AQ1906* NAVD 88 ORTHO HEIGHT -     6.066 (meters)       19.90  (feet) ADJUSTED
 AQ1906  ______________________________________________________________________
 AQ1906  GEOID HEIGHT    -        -28.570 (meters)                     GEOID18
 AQ1906  DYNAMIC HEIGHT  -          6.058 (meters)       19.88  (feet) COMP
 AQ1906  MODELED GRAVITY -    979,283.7   (mgal)                       NAVD 88
 AQ1906
 AQ1906  VERT ORDER      -  SECOND    CLASS II
 AQ1906
 AQ1906.The horizontal coordinates were scaled from a map and have
 AQ1906.an estimated accuracy of +/- 6 seconds.
 AQ1906
 AQ1906.The orthometric height was determined by differential leveling and
 AQ1906.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1906.in June 1991.
 AQ1906
 AQ1906.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1906.GEOID18 height accuracy estimate available here.
 AQ1906
 AQ1906.Click photographs - Photos may exist for this station.
 AQ1906
 AQ1906.The dynamic height is computed by dividing the NAVD 88
 AQ1906.geopotential number by the normal gravity value computed on the
 AQ1906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1906.degrees latitude (g = 980.6199 gals.).
 AQ1906
 AQ1906.The modeled gravity was interpolated from observed gravity values.
 AQ1906
 AQ1906;                    North         East    Units  Estimated Accuracy
 AQ1906;SPC FL E     -   557,790.      192,690.      MT  (+/- 180 meters Scaled)
 AQ1906
 AQ1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN926487(NAD 83)
 AQ1906
 AQ1906                          SUPERSEDED SURVEY CONTROL
 AQ1906
 AQ1906  NGVD 29 (09/01/92)    6.406  (m)           21.02   (f) ADJUSTED    2 2
 AQ1906
 AQ1906.Superseded values are not recommended for survey control.
 AQ1906
 AQ1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1906.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1906
 AQ1906_MARKER: DD = SURVEY DISK
 AQ1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1906_STAMPING: 79 78 A77 RM NO 1
 AQ1906_MARK LOGO: FLDT
 AQ1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1906+STABILITY: SURFACE MOTION
 AQ1906
 AQ1906  HISTORY     - Date     Condition        Report By
 AQ1906  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1906  HISTORY     - 1990     GOOD             USPSQD
 AQ1906
 AQ1906                          STATION DESCRIPTION
 AQ1906
 AQ1906'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1906'7.1 MI NORTH FROM ORMOND BEACH.
 AQ1906'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1906'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1906'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 5.6 MILES TO A
 AQ1906'POINT JUST SOUTH OF THE JUNCTION OF MARTIN DRIVE. THE MARK BEARS 31.4
 AQ1906'FEET SOUTHEAST OF A POWER POLE, AND 25.4 FEET SOUTHWEST OF THE CENTER
 AQ1906'LINE OF STATE ROAD A1A.
 AQ1906
 AQ1906                          STATION RECOVERY (1990)
 AQ1906
 AQ1906'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1906'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1908 ***********************************************************************
 AQ1908  DESIGNATION -  79 78 A 77 RM 2
 AQ1908  PID         -  AQ1908
 AQ1908  STATE/COUNTY-  FL/VOLUSIA
 AQ1908  COUNTRY     -  US
 AQ1908  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1908
 AQ1908                         *CURRENT SURVEY CONTROL
 AQ1908  ______________________________________________________________________
 AQ1908* NAD 83(1986) POSITION- 29 22 04.     (N) 081 04 31.     (W)   SCALED
 AQ1908* NAVD 88 ORTHO HEIGHT -     6.262 (meters)       20.54  (feet) ADJUSTED
 AQ1908  ______________________________________________________________________
 AQ1908  GEOID HEIGHT    -        -28.570 (meters)                     GEOID18
 AQ1908  DYNAMIC HEIGHT  -          6.253 (meters)       20.52  (feet) COMP
 AQ1908  MODELED GRAVITY -    979,283.7   (mgal)                       NAVD 88
 AQ1908
 AQ1908  VERT ORDER      -  SECOND    CLASS II
 AQ1908
 AQ1908.The horizontal coordinates were scaled from a map and have
 AQ1908.an estimated accuracy of +/- 6 seconds.
 AQ1908
 AQ1908.The orthometric height was determined by differential leveling and
 AQ1908.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1908.in June 1991.
 AQ1908
 AQ1908.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1908.GEOID18 height accuracy estimate available here.
 AQ1908
 AQ1908.Click photographs - Photos may exist for this station.
 AQ1908
 AQ1908.The dynamic height is computed by dividing the NAVD 88
 AQ1908.geopotential number by the normal gravity value computed on the
 AQ1908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1908.degrees latitude (g = 980.6199 gals.).
 AQ1908
 AQ1908.The modeled gravity was interpolated from observed gravity values.
 AQ1908
 AQ1908;                    North         East    Units  Estimated Accuracy
 AQ1908;SPC FL E     -   557,790.      192,690.      MT  (+/- 180 meters Scaled)
 AQ1908
 AQ1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN926487(NAD 83)
 AQ1908
 AQ1908                          SUPERSEDED SURVEY CONTROL
 AQ1908
 AQ1908  NGVD 29 (09/01/92)    6.602  (m)           21.66   (f) ADJUSTED    2 2
 AQ1908
 AQ1908.Superseded values are not recommended for survey control.
 AQ1908
 AQ1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1908.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1908
 AQ1908_MARKER: DD = SURVEY DISK
 AQ1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1908_STAMPING: 79 78 A77 RM NO 2
 AQ1908_MARK LOGO: FLDT
 AQ1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1908+STABILITY: SURFACE MOTION
 AQ1908
 AQ1908  HISTORY     - Date     Condition        Report By
 AQ1908  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1908  HISTORY     - 1990     GOOD             USPSQD
 AQ1908
 AQ1908                          STATION DESCRIPTION
 AQ1908
 AQ1908'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1908'7.1 MI NORTH FROM ORMOND BEACH.
 AQ1908'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1908'PROCEED NORTHEASTERLY ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION
 AQ1908'OF STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 5.6 MILES TO
 AQ1908'A POINT JUST SOUTH OF THE JUNCTION OF MARTIN DRIVE. THE MARK BEARS
 AQ1908'61.3 FEET SOUTHEAST SOUTHEAST OF THE SOUTHEAST CORNER OF A RESTAURANT,
 AQ1908'45.5 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND 8.9 FEET
 AQ1908'WEST OF A POWER POLE.
 AQ1908
 AQ1908                          STATION RECOVERY (1990)
 AQ1908
 AQ1908'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1908'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1910 ***********************************************************************
 AQ1910  DESIGNATION -  79 78 A 78
 AQ1910  PID         -  AQ1910
 AQ1910  STATE/COUNTY-  FL/VOLUSIA
 AQ1910  COUNTRY     -  US
 AQ1910  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1910
 AQ1910                         *CURRENT SURVEY CONTROL
 AQ1910  ______________________________________________________________________
 AQ1910* NAD 83(1986) POSITION- 29 22 39.     (N) 081 04 48.     (W)   SCALED
 AQ1910* NAVD 88 ORTHO HEIGHT -     6.174 (meters)       20.26  (feet) ADJUSTED
 AQ1910  ______________________________________________________________________
 AQ1910  GEOID HEIGHT    -        -28.581 (meters)                     GEOID18
 AQ1910  DYNAMIC HEIGHT  -          6.166 (meters)       20.23  (feet) COMP
 AQ1910  MODELED GRAVITY -    979,284.0   (mgal)                       NAVD 88
 AQ1910
 AQ1910  VERT ORDER      -  SECOND    CLASS II
 AQ1910
 AQ1910.The horizontal coordinates were scaled from a map and have
 AQ1910.an estimated accuracy of +/- 6 seconds.
 AQ1910
 AQ1910.The orthometric height was determined by differential leveling and
 AQ1910.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1910.in June 1991.
 AQ1910
 AQ1910.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1910.GEOID18 height accuracy estimate available here.
 AQ1910
 AQ1910.Click photographs - Photos may exist for this station.
 AQ1910
 AQ1910.The dynamic height is computed by dividing the NAVD 88
 AQ1910.geopotential number by the normal gravity value computed on the
 AQ1910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1910.degrees latitude (g = 980.6199 gals.).
 AQ1910
 AQ1910.The modeled gravity was interpolated from observed gravity values.
 AQ1910
 AQ1910;                    North         East    Units  Estimated Accuracy
 AQ1910;SPC FL E     -   558,870.      192,230.      MT  (+/- 180 meters Scaled)
 AQ1910
 AQ1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN922498(NAD 83)
 AQ1910
 AQ1910                          SUPERSEDED SURVEY CONTROL
 AQ1910
 AQ1910  NGVD 29 (09/01/92)    6.515  (m)           21.37   (f) ADJUSTED    2 2
 AQ1910
 AQ1910.Superseded values are not recommended for survey control.
 AQ1910
 AQ1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1910.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1910
 AQ1910_MARKER: DD = SURVEY DISK
 AQ1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1910_STAMPING: 79 78 A78 1988
 AQ1910_MARK LOGO: FLDNR
 AQ1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1910+STABILITY: SURFACE MOTION
 AQ1910
 AQ1910  HISTORY     - Date     Condition        Report By
 AQ1910  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1910
 AQ1910                          STATION DESCRIPTION
 AQ1910
 AQ1910'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1910'7.8 MI NORTH FROM ORMOND BEACH.
 AQ1910'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1910'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1910'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 6.3 MILES. THE
 AQ1910'MARK BEARS ABOUT 500 FEET NORTH OF THE JUNCTION OF OCEAN AIRE TERRACE,
 AQ1910'AND 23.2 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A. MARK IS A
 AQ1910'FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AQ1910'DEPARTMENT OF TRANSPORTATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1909 ***********************************************************************
 AQ1909  DESIGNATION -  79 78 A 78 RM 1
 AQ1909  PID         -  AQ1909
 AQ1909  STATE/COUNTY-  FL/VOLUSIA
 AQ1909  COUNTRY     -  US
 AQ1909  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1909
 AQ1909                         *CURRENT SURVEY CONTROL
 AQ1909  ______________________________________________________________________
 AQ1909* NAD 83(1986) POSITION- 29 22 39.     (N) 081 04 48.     (W)   SCALED
 AQ1909* NAVD 88 ORTHO HEIGHT -     6.288 (meters)       20.63  (feet) ADJUSTED
 AQ1909  ______________________________________________________________________
 AQ1909  GEOID HEIGHT    -        -28.581 (meters)                     GEOID18
 AQ1909  DYNAMIC HEIGHT  -          6.279 (meters)       20.60  (feet) COMP
 AQ1909  MODELED GRAVITY -    979,284.0   (mgal)                       NAVD 88
 AQ1909
 AQ1909  VERT ORDER      -  SECOND    CLASS II
 AQ1909
 AQ1909.The horizontal coordinates were scaled from a map and have
 AQ1909.an estimated accuracy of +/- 6 seconds.
 AQ1909
 AQ1909.The orthometric height was determined by differential leveling and
 AQ1909.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1909.in June 1991.
 AQ1909
 AQ1909.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1909.GEOID18 height accuracy estimate available here.
 AQ1909
 AQ1909.Click photographs - Photos may exist for this station.
 AQ1909
 AQ1909.The dynamic height is computed by dividing the NAVD 88
 AQ1909.geopotential number by the normal gravity value computed on the
 AQ1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1909.degrees latitude (g = 980.6199 gals.).
 AQ1909
 AQ1909.The modeled gravity was interpolated from observed gravity values.
 AQ1909
 AQ1909;                    North         East    Units  Estimated Accuracy
 AQ1909;SPC FL E     -   558,870.      192,230.      MT  (+/- 180 meters Scaled)
 AQ1909
 AQ1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN922498(NAD 83)
 AQ1909
 AQ1909                          SUPERSEDED SURVEY CONTROL
 AQ1909
 AQ1909  NGVD 29 (09/01/92)    6.629  (m)           21.75   (f) ADJUSTED    2 2
 AQ1909
 AQ1909.Superseded values are not recommended for survey control.
 AQ1909
 AQ1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1909.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1909
 AQ1909_MARKER: DD = SURVEY DISK
 AQ1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1909_STAMPING: 79 78 A78 RM NO 1
 AQ1909_MARK LOGO: FLDT
 AQ1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1909+STABILITY: SURFACE MOTION
 AQ1909
 AQ1909  HISTORY     - Date     Condition        Report By
 AQ1909  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1909
 AQ1909                          STATION DESCRIPTION
 AQ1909
 AQ1909'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1909'7.8 MI NORTH FROM ORMOND BEACH.
 AQ1909'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1909'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1909'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 6.3 MILES. THE
 AQ1909'MARK BEARS ABOUT 500 FEET NORTH OF THE JUNCTION OF OCEAN AIRE TERRACE,
 AQ1909'AND 22 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1911 ***********************************************************************
 AQ1911  DESIGNATION -  79 78 A 78 RM 2
 AQ1911  PID         -  AQ1911
 AQ1911  STATE/COUNTY-  FL/VOLUSIA
 AQ1911  COUNTRY     -  US
 AQ1911  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1911
 AQ1911                         *CURRENT SURVEY CONTROL
 AQ1911  ______________________________________________________________________
 AQ1911* NAD 83(1986) POSITION- 29 22 39.     (N) 081 04 48.     (W)   SCALED
 AQ1911* NAVD 88 ORTHO HEIGHT -     6.187 (meters)       20.30  (feet) ADJUSTED
 AQ1911  ______________________________________________________________________
 AQ1911  GEOID HEIGHT    -        -28.581 (meters)                     GEOID18
 AQ1911  DYNAMIC HEIGHT  -          6.178 (meters)       20.27  (feet) COMP
 AQ1911  MODELED GRAVITY -    979,284.0   (mgal)                       NAVD 88
 AQ1911
 AQ1911  VERT ORDER      -  SECOND    CLASS II
 AQ1911
 AQ1911.The horizontal coordinates were scaled from a map and have
 AQ1911.an estimated accuracy of +/- 6 seconds.
 AQ1911
 AQ1911.The orthometric height was determined by differential leveling and
 AQ1911.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1911.in June 1991.
 AQ1911
 AQ1911.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1911.GEOID18 height accuracy estimate available here.
 AQ1911
 AQ1911.Click photographs - Photos may exist for this station.
 AQ1911
 AQ1911.The dynamic height is computed by dividing the NAVD 88
 AQ1911.geopotential number by the normal gravity value computed on the
 AQ1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1911.degrees latitude (g = 980.6199 gals.).
 AQ1911
 AQ1911.The modeled gravity was interpolated from observed gravity values.
 AQ1911
 AQ1911;                    North         East    Units  Estimated Accuracy
 AQ1911;SPC FL E     -   558,870.      192,230.      MT  (+/- 180 meters Scaled)
 AQ1911
 AQ1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN922498(NAD 83)
 AQ1911
 AQ1911                          SUPERSEDED SURVEY CONTROL
 AQ1911
 AQ1911  NGVD 29 (09/01/92)    6.527  (m)           21.41   (f) ADJUSTED    2 2
 AQ1911
 AQ1911.Superseded values are not recommended for survey control.
 AQ1911
 AQ1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1911.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1911
 AQ1911_MARKER: DD = SURVEY DISK
 AQ1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1911_STAMPING: 79 78 A78 RM NO 2
 AQ1911_MARK LOGO: FLDT
 AQ1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1911+STABILITY: SURFACE MOTION
 AQ1911
 AQ1911  HISTORY     - Date     Condition        Report By
 AQ1911  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1911
 AQ1911                          STATION DESCRIPTION
 AQ1911
 AQ1911'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1911'7.8 MI NORTH FROM ORMOND BEACH.
 AQ1911'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN ORMOND BEACH.
 AQ1911'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1911'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 6.3 MILES. THE
 AQ1911'MARK BEARS ABOUT 500 FEET NORTH OF THE JUNCTION OF OCEAN AIRE TERRACE,
 AQ1911'AND 22 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1913 ***********************************************************************
 AQ1913  DESIGNATION -  79 78 A 79
 AQ1913  PID         -  AQ1913
 AQ1913  STATE/COUNTY-  FL/VOLUSIA
 AQ1913  COUNTRY     -  US
 AQ1913  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1913
 AQ1913                         *CURRENT SURVEY CONTROL
 AQ1913  ______________________________________________________________________
 AQ1913* NAD 83(1986) POSITION- 29 23 14.     (N) 081 05 04.     (W)   SCALED
 AQ1913* NAVD 88 ORTHO HEIGHT -     5.870 (meters)       19.26  (feet) ADJUSTED
 AQ1913  ______________________________________________________________________
 AQ1913  GEOID HEIGHT    -        -28.590 (meters)                     GEOID18
 AQ1913  DYNAMIC HEIGHT  -          5.862 (meters)       19.23  (feet) COMP
 AQ1913  MODELED GRAVITY -    979,284.4   (mgal)                       NAVD 88
 AQ1913
 AQ1913  VERT ORDER      -  SECOND    CLASS II
 AQ1913
 AQ1913.The horizontal coordinates were scaled from a map and have
 AQ1913.an estimated accuracy of +/- 6 seconds.
 AQ1913
 AQ1913.The orthometric height was determined by differential leveling and
 AQ1913.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1913.in June 1991.
 AQ1913
 AQ1913.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1913.GEOID18 height accuracy estimate available here.
 AQ1913
 AQ1913.Click photographs - Photos may exist for this station.
 AQ1913
 AQ1913.The dynamic height is computed by dividing the NAVD 88
 AQ1913.geopotential number by the normal gravity value computed on the
 AQ1913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1913.degrees latitude (g = 980.6199 gals.).
 AQ1913
 AQ1913.The modeled gravity was interpolated from observed gravity values.
 AQ1913
 AQ1913;                    North         East    Units  Estimated Accuracy
 AQ1913;SPC FL E     -   559,950.      191,800.      MT  (+/- 180 meters Scaled)
 AQ1913
 AQ1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN918508(NAD 83)
 AQ1913
 AQ1913                          SUPERSEDED SURVEY CONTROL
 AQ1913
 AQ1913  NGVD 29 (09/01/92)    6.213  (m)           20.38   (f) ADJUSTED    2 2
 AQ1913
 AQ1913.Superseded values are not recommended for survey control.
 AQ1913
 AQ1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1913.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1913
 AQ1913_MARKER: DD = SURVEY DISK
 AQ1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1913_STAMPING: 79 78 A79
 AQ1913_MARK LOGO: FLDNR
 AQ1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1913+STABILITY: SURFACE MOTION
 AQ1913
 AQ1913  HISTORY     - Date     Condition        Report By
 AQ1913  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1913  HISTORY     - 1990     GOOD             USPSQD
 AQ1913
 AQ1913                          STATION DESCRIPTION
 AQ1913
 AQ1913'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1913'8.5 MI NORTH FROM ORMOND BEACH.
 AQ1913'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1913'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1913'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 7 MILES. THE
 AQ1913'MARK BEARS ABOUT 800 FEET SOUTHEAST OF KINGSTON SHORES APARTMENTS,
 AQ1913'16.4 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A, AND 3.8 FEET
 AQ1913'NORTHEAST OF A NO LITTER SIGN POST. MARK IS A FLORIDA DEPARTMENT OF
 AQ1913'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1913'TRANSPORTATION.
 AQ1913
 AQ1913                          STATION RECOVERY (1990)
 AQ1913
 AQ1913'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1912 ***********************************************************************
 AQ1912  DESIGNATION -  79 78 A 79 RM 1
 AQ1912  PID         -  AQ1912
 AQ1912  STATE/COUNTY-  FL/VOLUSIA
 AQ1912  COUNTRY     -  US
 AQ1912  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1912
 AQ1912                         *CURRENT SURVEY CONTROL
 AQ1912  ______________________________________________________________________
 AQ1912* NAD 83(1986) POSITION- 29 23 14.     (N) 081 05 04.     (W)   SCALED
 AQ1912* NAVD 88 ORTHO HEIGHT -     5.841 (meters)       19.16  (feet) ADJUSTED
 AQ1912  ______________________________________________________________________
 AQ1912  GEOID HEIGHT    -        -28.590 (meters)                     GEOID18
 AQ1912  DYNAMIC HEIGHT  -          5.833 (meters)       19.14  (feet) COMP
 AQ1912  MODELED GRAVITY -    979,284.4   (mgal)                       NAVD 88
 AQ1912
 AQ1912  VERT ORDER      -  SECOND    CLASS II
 AQ1912
 AQ1912.The horizontal coordinates were scaled from a map and have
 AQ1912.an estimated accuracy of +/- 6 seconds.
 AQ1912
 AQ1912.The orthometric height was determined by differential leveling and
 AQ1912.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1912.in June 1991.
 AQ1912
 AQ1912.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1912.GEOID18 height accuracy estimate available here.
 AQ1912
 AQ1912.Click photographs - Photos may exist for this station.
 AQ1912
 AQ1912.The dynamic height is computed by dividing the NAVD 88
 AQ1912.geopotential number by the normal gravity value computed on the
 AQ1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1912.degrees latitude (g = 980.6199 gals.).
 AQ1912
 AQ1912.The modeled gravity was interpolated from observed gravity values.
 AQ1912
 AQ1912;                    North         East    Units  Estimated Accuracy
 AQ1912;SPC FL E     -   559,950.      191,800.      MT  (+/- 180 meters Scaled)
 AQ1912
 AQ1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN918508(NAD 83)
 AQ1912
 AQ1912                          SUPERSEDED SURVEY CONTROL
 AQ1912
 AQ1912  NGVD 29 (09/01/92)    6.183  (m)           20.29   (f) ADJUSTED    2 2
 AQ1912
 AQ1912.Superseded values are not recommended for survey control.
 AQ1912
 AQ1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1912.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1912
 AQ1912_MARKER: DD = SURVEY DISK
 AQ1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1912_STAMPING: 79 78 A79 RM NO 1
 AQ1912_MARK LOGO: FLDT
 AQ1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1912+STABILITY: SURFACE MOTION
 AQ1912
 AQ1912  HISTORY     - Date     Condition        Report By
 AQ1912  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1912  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1912
 AQ1912                          STATION DESCRIPTION
 AQ1912
 AQ1912'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1912'8.5 MI NORTH FROM ORMOND BEACH.
 AQ1912'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1912'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1912'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 7 MILES. THE
 AQ1912'MARK BEARS ABOUT 800 FEET SOUTHEAST OF KINGSTON SHORES APARTMENTS, AND
 AQ1912'22.3 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1912
 AQ1912                          STATION RECOVERY (1990)
 AQ1912
 AQ1912'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1912'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1914 ***********************************************************************
 AQ1914  DESIGNATION -  79 78 A 79 RM 2
 AQ1914  PID         -  AQ1914
 AQ1914  STATE/COUNTY-  FL/VOLUSIA
 AQ1914  COUNTRY     -  US
 AQ1914  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1914
 AQ1914                         *CURRENT SURVEY CONTROL
 AQ1914  ______________________________________________________________________
 AQ1914* NAD 83(1986) POSITION- 29 23 14.     (N) 081 05 04.     (W)   SCALED
 AQ1914* NAVD 88 ORTHO HEIGHT -     5.923 (meters)       19.43  (feet) ADJUSTED
 AQ1914  ______________________________________________________________________
 AQ1914  GEOID HEIGHT    -        -28.590 (meters)                     GEOID18
 AQ1914  DYNAMIC HEIGHT  -          5.915 (meters)       19.41  (feet) COMP
 AQ1914  MODELED GRAVITY -    979,284.4   (mgal)                       NAVD 88
 AQ1914
 AQ1914  VERT ORDER      -  SECOND    CLASS II
 AQ1914
 AQ1914.The horizontal coordinates were scaled from a map and have
 AQ1914.an estimated accuracy of +/- 6 seconds.
 AQ1914
 AQ1914.The orthometric height was determined by differential leveling and
 AQ1914.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1914.in June 1991.
 AQ1914
 AQ1914.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1914.GEOID18 height accuracy estimate available here.
 AQ1914
 AQ1914.Click photographs - Photos may exist for this station.
 AQ1914
 AQ1914.The dynamic height is computed by dividing the NAVD 88
 AQ1914.geopotential number by the normal gravity value computed on the
 AQ1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1914.degrees latitude (g = 980.6199 gals.).
 AQ1914
 AQ1914.The modeled gravity was interpolated from observed gravity values.
 AQ1914
 AQ1914;                    North         East    Units  Estimated Accuracy
 AQ1914;SPC FL E     -   559,950.      191,800.      MT  (+/- 180 meters Scaled)
 AQ1914
 AQ1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN918508(NAD 83)
 AQ1914
 AQ1914                          SUPERSEDED SURVEY CONTROL
 AQ1914
 AQ1914  NGVD 29 (09/01/92)    6.266  (m)           20.56   (f) ADJUSTED    2 2
 AQ1914
 AQ1914.Superseded values are not recommended for survey control.
 AQ1914
 AQ1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1914.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1914
 AQ1914_MARKER: DD = SURVEY DISK
 AQ1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1914_STAMPING: 79 78 A79 RM NO 2
 AQ1914_MARK LOGO: FLDT
 AQ1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1914+STABILITY: SURFACE MOTION
 AQ1914
 AQ1914  HISTORY     - Date     Condition        Report By
 AQ1914  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1914  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1914
 AQ1914                          STATION DESCRIPTION
 AQ1914
 AQ1914'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1914'8.5 MI NORTH FROM ORMOND BEACH.
 AQ1914'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1914'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1914'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 7 MILES. THE
 AQ1914'THE MARK BEARS ABOUT 800 FEET SOUTHEAST OF KINGSTON SHORES APARTMENTS,
 AQ1914'AND 23 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1914
 AQ1914                          STATION RECOVERY (1990)
 AQ1914
 AQ1914'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1914'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1915 ***********************************************************************
 AQ1915  DESIGNATION -  79 78 A 80
 AQ1915  PID         -  AQ1915
 AQ1915  STATE/COUNTY-  FL/VOLUSIA
 AQ1915  COUNTRY     -  US
 AQ1915  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1915
 AQ1915                         *CURRENT SURVEY CONTROL
 AQ1915  ______________________________________________________________________
 AQ1915* NAD 83(1986) POSITION- 29 23 37.     (N) 081 05 14.     (W)   SCALED
 AQ1915* NAVD 88 ORTHO HEIGHT -     5.733 (meters)       18.81  (feet) ADJUSTED
 AQ1915  ______________________________________________________________________
 AQ1915  GEOID HEIGHT    -        -28.596 (meters)                     GEOID18
 AQ1915  DYNAMIC HEIGHT  -          5.725 (meters)       18.78  (feet) COMP
 AQ1915  MODELED GRAVITY -    979,284.7   (mgal)                       NAVD 88
 AQ1915
 AQ1915  VERT ORDER      -  SECOND    CLASS II
 AQ1915
 AQ1915.The horizontal coordinates were scaled from a map and have
 AQ1915.an estimated accuracy of +/- 6 seconds.
 AQ1915
 AQ1915.The orthometric height was determined by differential leveling and
 AQ1915.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1915.in June 1991.
 AQ1915
 AQ1915.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1915.GEOID18 height accuracy estimate available here.
 AQ1915
 AQ1915.Click photographs - Photos may exist for this station.
 AQ1915
 AQ1915.The dynamic height is computed by dividing the NAVD 88
 AQ1915.geopotential number by the normal gravity value computed on the
 AQ1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1915.degrees latitude (g = 980.6199 gals.).
 AQ1915
 AQ1915.The modeled gravity was interpolated from observed gravity values.
 AQ1915
 AQ1915;                    North         East    Units  Estimated Accuracy
 AQ1915;SPC FL E     -   560,660.      191,530.      MT  (+/- 180 meters Scaled)
 AQ1915
 AQ1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN915515(NAD 83)
 AQ1915
 AQ1915                          SUPERSEDED SURVEY CONTROL
 AQ1915
 AQ1915  NGVD 29 (09/01/92)    6.080  (m)           19.95   (f) ADJUSTED    2 2
 AQ1915
 AQ1915.Superseded values are not recommended for survey control.
 AQ1915
 AQ1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1915.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1915
 AQ1915_MARKER: DD = SURVEY DISK
 AQ1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1915_STAMPING: 79 78 A80
 AQ1915_MARK LOGO: FLDNR
 AQ1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1915+STABILITY: SURFACE MOTION
 AQ1915
 AQ1915  HISTORY     - Date     Condition        Report By
 AQ1915  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1915
 AQ1915                          STATION DESCRIPTION
 AQ1915
 AQ1915'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1915'9 MI NORTH FROM ORMOND BEACH.
 AQ1915'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1915'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1915'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 7.5 MILES. THE
 AQ1915'MARK BEARS 67 FEET NORTHWEST OF THE CENTERLINE OF A SAND TRAIL LEADING
 AQ1915'WEST, 31.3 FEET NORTH OF A POWER POLE, AND 26 FEET SOUTHWEST OF THE
 AQ1915'CENTERLINE OF STATE ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF
 AQ1915'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1915'TRANSPORTATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1917 ***********************************************************************
 AQ1917  DESIGNATION -  79 78 A 81
 AQ1917  PID         -  AQ1917
 AQ1917  STATE/COUNTY-  FL/VOLUSIA
 AQ1917  COUNTRY     -  US
 AQ1917  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1917
 AQ1917                         *CURRENT SURVEY CONTROL
 AQ1917  ______________________________________________________________________
 AQ1917* NAD 83(1986) POSITION- 29 24 09.     (N) 081 05 29.     (W)   SCALED
 AQ1917* NAVD 88 ORTHO HEIGHT -     4.830 (meters)       15.85  (feet) ADJUSTED
 AQ1917  ______________________________________________________________________
 AQ1917  GEOID HEIGHT    -        -28.603 (meters)                     GEOID18
 AQ1917  DYNAMIC HEIGHT  -          4.824 (meters)       15.83  (feet) COMP
 AQ1917  MODELED GRAVITY -    979,285.1   (mgal)                       NAVD 88
 AQ1917
 AQ1917  VERT ORDER      -  SECOND    CLASS II
 AQ1917
 AQ1917.The horizontal coordinates were scaled from a map and have
 AQ1917.an estimated accuracy of +/- 6 seconds.
 AQ1917
 AQ1917.The orthometric height was determined by differential leveling and
 AQ1917.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1917.in June 1991.
 AQ1917
 AQ1917.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1917.GEOID18 height accuracy estimate available here.
 AQ1917
 AQ1917.Click photographs - Photos may exist for this station.
 AQ1917
 AQ1917.The dynamic height is computed by dividing the NAVD 88
 AQ1917.geopotential number by the normal gravity value computed on the
 AQ1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1917.degrees latitude (g = 980.6199 gals.).
 AQ1917
 AQ1917.The modeled gravity was interpolated from observed gravity values.
 AQ1917
 AQ1917;                    North         East    Units  Estimated Accuracy
 AQ1917;SPC FL E     -   561,640.      191,130.      MT  (+/- 180 meters Scaled)
 AQ1917
 AQ1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN911525(NAD 83)
 AQ1917
 AQ1917                          SUPERSEDED SURVEY CONTROL
 AQ1917
 AQ1917  NGVD 29 (09/01/92)    5.172  (m)           16.97   (f) ADJUSTED    2 2
 AQ1917
 AQ1917.Superseded values are not recommended for survey control.
 AQ1917
 AQ1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1917.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1917
 AQ1917_MARKER: DD = SURVEY DISK
 AQ1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1917_STAMPING: 79 78 A81
 AQ1917_MARK LOGO: FLDNR
 AQ1917_PROJECTION: RECESSED 30 CENTIMETERS
 AQ1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1917+STABILITY: SURFACE MOTION
 AQ1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1917+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 AQ1917
 AQ1917  HISTORY     - Date     Condition        Report By
 AQ1917  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1917  HISTORY     - 20231004 GOOD             LOCSUR
 AQ1917
 AQ1917                          STATION DESCRIPTION
 AQ1917
 AQ1917'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1917'9.7 MI NORTH FROM ORMOND BEACH.
 AQ1917'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1917'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1917'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 8.2 MILES. THE
 AQ1917'52.7 FEET SOUTHEAST OF A POWER POLE, AND 16.5 FEET SOUTHWEST OF THE
 AQ1917'CENTERLINE OF STATE ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1917'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1917
 AQ1917                          STATION RECOVERY (2023)
 AQ1917
 AQ1917'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2023 (ME)
 AQ1917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1916 ***********************************************************************
 AQ1916  DESIGNATION -  79 78 A 81 RM 1
 AQ1916  PID         -  AQ1916
 AQ1916  STATE/COUNTY-  FL/VOLUSIA
 AQ1916  COUNTRY     -  US
 AQ1916  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1916
 AQ1916                         *CURRENT SURVEY CONTROL
 AQ1916  ______________________________________________________________________
 AQ1916* NAD 83(1986) POSITION- 29 24 09.     (N) 081 05 29.     (W)   SCALED
 AQ1916* NAVD 88 ORTHO HEIGHT -     5.125 (meters)       16.81  (feet) ADJUSTED
 AQ1916  ______________________________________________________________________
 AQ1916  GEOID HEIGHT    -        -28.603 (meters)                     GEOID18
 AQ1916  DYNAMIC HEIGHT  -          5.118 (meters)       16.79  (feet) COMP
 AQ1916  MODELED GRAVITY -    979,285.1   (mgal)                       NAVD 88
 AQ1916
 AQ1916  VERT ORDER      -  SECOND    CLASS II
 AQ1916
 AQ1916.The horizontal coordinates were scaled from a map and have
 AQ1916.an estimated accuracy of +/- 6 seconds.
 AQ1916
 AQ1916.The orthometric height was determined by differential leveling and
 AQ1916.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1916.in June 1991.
 AQ1916
 AQ1916.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1916.GEOID18 height accuracy estimate available here.
 AQ1916
 AQ1916.Click photographs - Photos may exist for this station.
 AQ1916
 AQ1916.The dynamic height is computed by dividing the NAVD 88
 AQ1916.geopotential number by the normal gravity value computed on the
 AQ1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1916.degrees latitude (g = 980.6199 gals.).
 AQ1916
 AQ1916.The modeled gravity was interpolated from observed gravity values.
 AQ1916
 AQ1916;                    North         East    Units  Estimated Accuracy
 AQ1916;SPC FL E     -   561,640.      191,130.      MT  (+/- 180 meters Scaled)
 AQ1916
 AQ1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN911525(NAD 83)
 AQ1916
 AQ1916                          SUPERSEDED SURVEY CONTROL
 AQ1916
 AQ1916  NGVD 29 (09/01/92)    5.467  (m)           17.94   (f) ADJUSTED    2 2
 AQ1916
 AQ1916.Superseded values are not recommended for survey control.
 AQ1916
 AQ1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1916.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1916
 AQ1916_MARKER: DD = SURVEY DISK
 AQ1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1916_STAMPING: 79 78 A81 RM NO 1
 AQ1916_MARK LOGO: FLDT
 AQ1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1916+STABILITY: SURFACE MOTION
 AQ1916
 AQ1916  HISTORY     - Date     Condition        Report By
 AQ1916  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1916
 AQ1916                          STATION DESCRIPTION
 AQ1916
 AQ1916'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1916'9.7 MI NORTH FROM ORMOND BEACH.
 AQ1916'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1916'PROCEED 1.5 MILES TO THE JUNCTION OF STATE ROAD A1A, THENCE NORTHWEST
 AQ1916'ON STATE ROAD A1A FOR 8.2 MILES. THE MARK IS 20.1 FEET
 AQ1916'SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1918 ***********************************************************************
 AQ1918  DESIGNATION -  79 78 A 81 RM 2
 AQ1918  PID         -  AQ1918
 AQ1918  STATE/COUNTY-  FL/VOLUSIA
 AQ1918  COUNTRY     -  US
 AQ1918  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1918
 AQ1918                         *CURRENT SURVEY CONTROL
 AQ1918  ______________________________________________________________________
 AQ1918* NAD 83(1986) POSITION- 29 24 09.     (N) 081 05 29.     (W)   SCALED
 AQ1918* NAVD 88 ORTHO HEIGHT -     5.298 (meters)       17.38  (feet) ADJUSTED
 AQ1918  ______________________________________________________________________
 AQ1918  GEOID HEIGHT    -        -28.603 (meters)                     GEOID18
 AQ1918  DYNAMIC HEIGHT  -          5.291 (meters)       17.36  (feet) COMP
 AQ1918  MODELED GRAVITY -    979,285.1   (mgal)                       NAVD 88
 AQ1918
 AQ1918  VERT ORDER      -  SECOND    CLASS II
 AQ1918
 AQ1918.The horizontal coordinates were scaled from a map and have
 AQ1918.an estimated accuracy of +/- 6 seconds.
 AQ1918
 AQ1918.The orthometric height was determined by differential leveling and
 AQ1918.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1918.in June 1991.
 AQ1918
 AQ1918.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1918.GEOID18 height accuracy estimate available here.
 AQ1918
 AQ1918.Click photographs - Photos may exist for this station.
 AQ1918
 AQ1918.The dynamic height is computed by dividing the NAVD 88
 AQ1918.geopotential number by the normal gravity value computed on the
 AQ1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1918.degrees latitude (g = 980.6199 gals.).
 AQ1918
 AQ1918.The modeled gravity was interpolated from observed gravity values.
 AQ1918
 AQ1918;                    North         East    Units  Estimated Accuracy
 AQ1918;SPC FL E     -   561,640.      191,130.      MT  (+/- 180 meters Scaled)
 AQ1918
 AQ1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN911525(NAD 83)
 AQ1918
 AQ1918                          SUPERSEDED SURVEY CONTROL
 AQ1918
 AQ1918  NGVD 29 (09/01/92)    5.640  (m)           18.50   (f) ADJUSTED    2 2
 AQ1918
 AQ1918.Superseded values are not recommended for survey control.
 AQ1918
 AQ1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1918.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1918
 AQ1918_MARKER: DD = SURVEY DISK
 AQ1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1918_STAMPING: 79 78 A81 RM NO 2
 AQ1918_MARK LOGO: FLDT
 AQ1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1918+STABILITY: SURFACE MOTION
 AQ1918
 AQ1918  HISTORY     - Date     Condition        Report By
 AQ1918  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1918
 AQ1918                          STATION DESCRIPTION
 AQ1918
 AQ1918'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1918'9.7 MI NORTH FROM ORMOND BEACH.
 AQ1918'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND U.S. 1 IN ORMOND BEACH.
 AQ1918'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1918'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 8.2 MILES. THE
 AQ1918'MARK BEARS 21.8 FEET SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A,
 AQ1918'AND 19.5 FEET EAST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1920 ***********************************************************************
 AQ1920  DESIGNATION -  79 78 A 82
 AQ1920  PID         -  AQ1920
 AQ1920  STATE/COUNTY-  FL/VOLUSIA
 AQ1920  COUNTRY     -  US
 AQ1920  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1920
 AQ1920                         *CURRENT SURVEY CONTROL
 AQ1920  ______________________________________________________________________
 AQ1920* NAD 83(1986) POSITION- 29 24 37.     (N) 081 05 42.     (W)   SCALED
 AQ1920* NAVD 88 ORTHO HEIGHT -     5.155 (meters)       16.91  (feet) ADJUSTED
 AQ1920  ______________________________________________________________________
 AQ1920  GEOID HEIGHT    -        -28.609 (meters)                     GEOID18
 AQ1920  DYNAMIC HEIGHT  -          5.147 (meters)       16.89  (feet) COMP
 AQ1920  MODELED GRAVITY -    979,285.4   (mgal)                       NAVD 88
 AQ1920
 AQ1920  VERT ORDER      -  SECOND    CLASS II
 AQ1920
 AQ1920.The horizontal coordinates were scaled from a map and have
 AQ1920.an estimated accuracy of +/- 6 seconds.
 AQ1920
 AQ1920.The orthometric height was determined by differential leveling and
 AQ1920.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1920.in June 1991.
 AQ1920
 AQ1920.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1920.GEOID18 height accuracy estimate available here.
 AQ1920
 AQ1920.Click photographs - Photos may exist for this station.
 AQ1920
 AQ1920.The dynamic height is computed by dividing the NAVD 88
 AQ1920.geopotential number by the normal gravity value computed on the
 AQ1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1920.degrees latitude (g = 980.6199 gals.).
 AQ1920
 AQ1920.The modeled gravity was interpolated from observed gravity values.
 AQ1920
 AQ1920;                    North         East    Units  Estimated Accuracy
 AQ1920;SPC FL E     -   562,510.      190,780.      MT  (+/- 180 meters Scaled)
 AQ1920
 AQ1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN907534(NAD 83)
 AQ1920
 AQ1920                          SUPERSEDED SURVEY CONTROL
 AQ1920
 AQ1920  NGVD 29 (09/01/92)    5.493  (m)           18.02   (f) ADJUSTED    2 2
 AQ1920
 AQ1920.Superseded values are not recommended for survey control.
 AQ1920
 AQ1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1920.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1920
 AQ1920_MARKER: DD = SURVEY DISK
 AQ1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1920_STAMPING: 79 78 A82
 AQ1920_MARK LOGO: FLDNR
 AQ1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1920+STABILITY: SURFACE MOTION
 AQ1920
 AQ1920  HISTORY     - Date     Condition        Report By
 AQ1920  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1920  HISTORY     - 1978     GOOD             USPSQD
 AQ1920
 AQ1920                          STATION DESCRIPTION
 AQ1920
 AQ1920'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1920'10.3 MI NORTH FROM ORMOND BEACH.
 AQ1920'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1920'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1920'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 8.8 MILES TO
 AQ1920'THE JUNCTION OF HIGHBRIDGE ROAD. THE MARK BEARS 62 FEET NORTHWEST OF
 AQ1920'THE CENTERLINE OF HIGHBRIDGE ROAD, AND 22.7 FEET SOUTHWEST OF THE
 AQ1920'CENTERLINE OF STATE ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF NATURAL
 AQ1920'RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF TRANSPORTATION.
 AQ1920
 AQ1920                          STATION RECOVERY (1978)
 AQ1920
 AQ1920'RECOVERY NOTE BY US POWER SQUADRON 1978 (JD)
 AQ1920'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1921 ***********************************************************************
 AQ1921  DESIGNATION -  79 78 A 82 RM 2
 AQ1921  PID         -  AQ1921
 AQ1921  STATE/COUNTY-  FL/VOLUSIA
 AQ1921  COUNTRY     -  US
 AQ1921  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1921
 AQ1921                         *CURRENT SURVEY CONTROL
 AQ1921  ______________________________________________________________________
 AQ1921* NAD 83(1986) POSITION- 29 24 37.     (N) 081 05 42.     (W)   SCALED
 AQ1921* NAVD 88 ORTHO HEIGHT -     5.256 (meters)       17.24  (feet) ADJUSTED
 AQ1921  ______________________________________________________________________
 AQ1921  GEOID HEIGHT    -        -28.609 (meters)                     GEOID18
 AQ1921  DYNAMIC HEIGHT  -          5.249 (meters)       17.22  (feet) COMP
 AQ1921  MODELED GRAVITY -    979,285.4   (mgal)                       NAVD 88
 AQ1921
 AQ1921  VERT ORDER      -  SECOND    CLASS II
 AQ1921
 AQ1921.The horizontal coordinates were scaled from a map and have
 AQ1921.an estimated accuracy of +/- 6 seconds.
 AQ1921
 AQ1921.The orthometric height was determined by differential leveling and
 AQ1921.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1921.in June 1991.
 AQ1921
 AQ1921.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1921.GEOID18 height accuracy estimate available here.
 AQ1921
 AQ1921.Click photographs - Photos may exist for this station.
 AQ1921
 AQ1921.The dynamic height is computed by dividing the NAVD 88
 AQ1921.geopotential number by the normal gravity value computed on the
 AQ1921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1921.degrees latitude (g = 980.6199 gals.).
 AQ1921
 AQ1921.The modeled gravity was interpolated from observed gravity values.
 AQ1921
 AQ1921;                    North         East    Units  Estimated Accuracy
 AQ1921;SPC FL E     -   562,510.      190,780.      MT  (+/- 180 meters Scaled)
 AQ1921
 AQ1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN907534(NAD 83)
 AQ1921
 AQ1921                          SUPERSEDED SURVEY CONTROL
 AQ1921
 AQ1921  NGVD 29 (09/01/92)    5.595  (m)           18.36   (f) ADJUSTED    2 2
 AQ1921
 AQ1921.Superseded values are not recommended for survey control.
 AQ1921
 AQ1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1921.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1921
 AQ1921_MARKER: DD = SURVEY DISK
 AQ1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1921_STAMPING: 79 78 A82 RM NO 2
 AQ1921_MARK LOGO: FLDT
 AQ1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1921+STABILITY: SURFACE MOTION
 AQ1921
 AQ1921  HISTORY     - Date     Condition        Report By
 AQ1921  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1921  HISTORY     - 1978     GOOD             USPSQD
 AQ1921  HISTORY     - 20260406 MARK NOT FOUND   GEOCAC
 AQ1921
 AQ1921                          STATION DESCRIPTION
 AQ1921
 AQ1921'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1921'10.3 MI NORTH FROM ORMOND BEACH.
 AQ1921'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1921'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1921'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 8.8 MILES TO
 AQ1921'THE JUNCTION OF HIGHBRIDGE ROAD. THE MARK BEARS 33.2 FEET SOUTHWEST OF
 AQ1921'THE CENTERLINE OF STATE ROAD A1A.
 AQ1921
 AQ1921                          STATION RECOVERY (1978)
 AQ1921
 AQ1921'RECOVERY NOTE BY US POWER SQUADRON 1978 (JD)
 AQ1921'RECOVERED IN GOOD CONDITION.
 AQ1921
 AQ1921                          STATION RECOVERY (2026)
 AQ1921
 AQ1921'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1921'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1923 ***********************************************************************
 AQ1923  DESIGNATION -  79 78 A 83
 AQ1923  PID         -  AQ1923
 AQ1923  STATE/COUNTY-  FL/VOLUSIA
 AQ1923  COUNTRY     -  US
 AQ1923  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1923
 AQ1923                         *CURRENT SURVEY CONTROL
 AQ1923  ______________________________________________________________________
 AQ1923* NAD 83(1986) POSITION- 29 25 09.     (N) 081 05 55.     (W)   SCALED
 AQ1923* NAVD 88 ORTHO HEIGHT -     5.011 (meters)       16.44  (feet) ADJUSTED
 AQ1923  ______________________________________________________________________
 AQ1923  GEOID HEIGHT    -        -28.615 (meters)                     GEOID18
 AQ1923  DYNAMIC HEIGHT  -          5.005 (meters)       16.42  (feet) COMP
 AQ1923  MODELED GRAVITY -    979,285.9   (mgal)                       NAVD 88
 AQ1923
 AQ1923  VERT ORDER      -  SECOND    CLASS II
 AQ1923
 AQ1923.The horizontal coordinates were scaled from a map and have
 AQ1923.an estimated accuracy of +/- 6 seconds.
 AQ1923
 AQ1923.The orthometric height was determined by differential leveling and
 AQ1923.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1923.in June 1991.
 AQ1923
 AQ1923.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1923.GEOID18 height accuracy estimate available here.
 AQ1923
 AQ1923.Click photographs - Photos may exist for this station.
 AQ1923
 AQ1923.The dynamic height is computed by dividing the NAVD 88
 AQ1923.geopotential number by the normal gravity value computed on the
 AQ1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1923.degrees latitude (g = 980.6199 gals.).
 AQ1923
 AQ1923.The modeled gravity was interpolated from observed gravity values.
 AQ1923
 AQ1923;                    North         East    Units  Estimated Accuracy
 AQ1923;SPC FL E     -   563,490.      190,430.      MT  (+/- 180 meters Scaled)
 AQ1923
 AQ1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN904544(NAD 83)
 AQ1923
 AQ1923                          SUPERSEDED SURVEY CONTROL
 AQ1923
 AQ1923  NGVD 29 (09/01/92)    5.353  (m)           17.56   (f) ADJUSTED    2 2
 AQ1923
 AQ1923.Superseded values are not recommended for survey control.
 AQ1923
 AQ1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1923.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1923
 AQ1923_MARKER: DD = SURVEY DISK
 AQ1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1923_STAMPING: 79 78 A83
 AQ1923_MARK LOGO: FLDNR
 AQ1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1923+STABILITY: SURFACE MOTION
 AQ1923
 AQ1923  HISTORY     - Date     Condition        Report By
 AQ1923  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1923  HISTORY     - 1986     GOOD             USPSQD
 AQ1923  HISTORY     - 1990     GOOD             USPSQD
 AQ1923
 AQ1923                          STATION DESCRIPTION
 AQ1923
 AQ1923'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1923'10.9 MI NORTH FROM ORMOND BEACH.
 AQ1923'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1923'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1923'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 9.4 MILES. THE
 AQ1923'MARK BEARS 20.2 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1923'MARK IS A FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY
 AQ1923'FLORIDA DEPARTMENT OF TRANSPORTATION..
 AQ1923
 AQ1923                          STATION RECOVERY (1986)
 AQ1923
 AQ1923'RECOVERY NOTE BY US POWER SQUADRON 1986 (JD)
 AQ1923'RECOVERED IN GOOD CONDITION.
 AQ1923
 AQ1923                          STATION RECOVERY (1990)
 AQ1923
 AQ1923'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1923'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1924 ***********************************************************************
 AQ1924  DESIGNATION -  79 78 A 83 RM 1
 AQ1924  PID         -  AQ1924
 AQ1924  STATE/COUNTY-  FL/VOLUSIA
 AQ1924  COUNTRY     -  US
 AQ1924  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1924
 AQ1924                         *CURRENT SURVEY CONTROL
 AQ1924  ______________________________________________________________________
 AQ1924* NAD 83(1986) POSITION- 29 25 09.     (N) 081 05 55.     (W)   SCALED
 AQ1924* NAVD 88 ORTHO HEIGHT -     6.199 (meters)       20.34  (feet) ADJUSTED
 AQ1924  ______________________________________________________________________
 AQ1924  GEOID HEIGHT    -        -28.615 (meters)                     GEOID18
 AQ1924  DYNAMIC HEIGHT  -          6.190 (meters)       20.31  (feet) COMP
 AQ1924  MODELED GRAVITY -    979,285.9   (mgal)                       NAVD 88
 AQ1924
 AQ1924  VERT ORDER      -  SECOND    CLASS II
 AQ1924
 AQ1924.The horizontal coordinates were scaled from a map and have
 AQ1924.an estimated accuracy of +/- 6 seconds.
 AQ1924
 AQ1924.The orthometric height was determined by differential leveling and
 AQ1924.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1924.in June 1991.
 AQ1924
 AQ1924.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1924.GEOID18 height accuracy estimate available here.
 AQ1924
 AQ1924.Click photographs - Photos may exist for this station.
 AQ1924
 AQ1924.The dynamic height is computed by dividing the NAVD 88
 AQ1924.geopotential number by the normal gravity value computed on the
 AQ1924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1924.degrees latitude (g = 980.6199 gals.).
 AQ1924
 AQ1924.The modeled gravity was interpolated from observed gravity values.
 AQ1924
 AQ1924;                    North         East    Units  Estimated Accuracy
 AQ1924;SPC FL E     -   563,490.      190,430.      MT  (+/- 180 meters Scaled)
 AQ1924
 AQ1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN904544(NAD 83)
 AQ1924
 AQ1924                          SUPERSEDED SURVEY CONTROL
 AQ1924
 AQ1924  NGVD 29 (09/01/92)    6.540  (m)           21.46   (f) ADJUSTED    2 2
 AQ1924
 AQ1924.Superseded values are not recommended for survey control.
 AQ1924
 AQ1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1924.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1924
 AQ1924_MARKER: DD = SURVEY DISK
 AQ1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1924_STAMPING: 79 78 A83 RM NO 1
 AQ1924_MARK LOGO: FLDT
 AQ1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1924+STABILITY: SURFACE MOTION
 AQ1924
 AQ1924  HISTORY     - Date     Condition        Report By
 AQ1924  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1924  HISTORY     - 19901002 GOOD             USPSQD
 AQ1924
 AQ1924                          STATION DESCRIPTION
 AQ1924
 AQ1924'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1924'10.9 MI NORTH FROM ORMOND BEACH.
 AQ1924'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1924'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1924'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 9.4 MILES. THE
 AQ1924'MARK BEARS 36 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1924
 AQ1924                          STATION RECOVERY (1990)
 AQ1924
 AQ1924'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1924'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1922 ***********************************************************************
 AQ1922  DESIGNATION -  79 78 A 83 RM 2
 AQ1922  PID         -  AQ1922
 AQ1922  STATE/COUNTY-  FL/VOLUSIA
 AQ1922  COUNTRY     -  US
 AQ1922  USGS QUAD   -  FLAGLER BEACH EAST (2018)
 AQ1922
 AQ1922                         *CURRENT SURVEY CONTROL
 AQ1922  ______________________________________________________________________
 AQ1922* NAD 83(1986) POSITION- 29 25 09.     (N) 081 05 55.     (W)   SCALED
 AQ1922* NAVD 88 ORTHO HEIGHT -     6.328 (meters)       20.76  (feet) ADJUSTED
 AQ1922  ______________________________________________________________________
 AQ1922  GEOID HEIGHT    -        -28.615 (meters)                     GEOID18
 AQ1922  DYNAMIC HEIGHT  -          6.320 (meters)       20.73  (feet) COMP
 AQ1922  MODELED GRAVITY -    979,285.9   (mgal)                       NAVD 88
 AQ1922
 AQ1922  VERT ORDER      -  SECOND    CLASS II
 AQ1922
 AQ1922.The horizontal coordinates were scaled from a map and have
 AQ1922.an estimated accuracy of +/- 6 seconds.
 AQ1922
 AQ1922.The orthometric height was determined by differential leveling and
 AQ1922.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1922.in June 1991.
 AQ1922
 AQ1922.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1922.GEOID18 height accuracy estimate available here.
 AQ1922
 AQ1922.Click photographs - Photos may exist for this station.
 AQ1922
 AQ1922.The dynamic height is computed by dividing the NAVD 88
 AQ1922.geopotential number by the normal gravity value computed on the
 AQ1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1922.degrees latitude (g = 980.6199 gals.).
 AQ1922
 AQ1922.The modeled gravity was interpolated from observed gravity values.
 AQ1922
 AQ1922;                    North         East    Units  Estimated Accuracy
 AQ1922;SPC FL E     -   563,490.      190,430.      MT  (+/- 180 meters Scaled)
 AQ1922
 AQ1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN904544(NAD 83)
 AQ1922
 AQ1922                          SUPERSEDED SURVEY CONTROL
 AQ1922
 AQ1922  NGVD 29 (09/01/92)    6.670  (m)           21.88   (f) ADJUSTED    2 2
 AQ1922
 AQ1922.Superseded values are not recommended for survey control.
 AQ1922
 AQ1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1922.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1922
 AQ1922_MARKER: DD = SURVEY DISK
 AQ1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1922_STAMPING: 79 78 A83 RM NO 2
 AQ1922_MARK LOGO: FLDT
 AQ1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1922+STABILITY: SURFACE MOTION
 AQ1922
 AQ1922  HISTORY     - Date     Condition        Report By
 AQ1922  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1922  HISTORY     - 1990     GOOD             USPSQD
 AQ1922
 AQ1922                          STATION DESCRIPTION
 AQ1922
 AQ1922'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1922'10.9 MI NORTH FROM ORMOND BEACH.
 AQ1922'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH.
 AQ1922'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1922'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 9.4 MILES. THE
 AQ1922'MARK BEARS 34.7 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A.
 AQ1922
 AQ1922                          STATION RECOVERY (1990)
 AQ1922
 AQ1922'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1922'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1783 ***********************************************************************
 AQ1783  DESIGNATION -  79 78 A20
 AQ1783  PID         -  AQ1783
 AQ1783  STATE/COUNTY-  FL/VOLUSIA
 AQ1783  COUNTRY     -  US
 AQ1783  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1783
 AQ1783                         *CURRENT SURVEY CONTROL
 AQ1783  ______________________________________________________________________
 AQ1783* NAD 83(2011) POSITION- 29 00 34.25595(N) 080 52 40.95870(W)   ADJUSTED
 AQ1783* NAD 83(2011) ELLIP HT-   -24.272 (meters)        (06/27/12)   ADJUSTED
 AQ1783* NAD 83(2011) EPOCH   -  2010.00
 AQ1783* NAVD 88 ORTHO HEIGHT -     4.001 (meters)       13.13  (feet) ADJUSTED
 AQ1783  ______________________________________________________________________
 AQ1783  GEOID HEIGHT    -        -28.204 (meters)                     GEOID18
 AQ1783  NAD 83(2011) X  -    884,998.830 (meters)                     COMP
 AQ1783  NAD 83(2011) Y  - -5,511,706.881 (meters)                     COMP
 AQ1783  NAD 83(2011) Z  -  3,074,811.816 (meters)                     COMP
 AQ1783  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 AQ1783  DYNAMIC HEIGHT  -          3.995 (meters)       13.11  (feet) COMP
 AQ1783  MODELED GRAVITY -    979,266.5   (mgal)                       NAVD 88
 AQ1783
 AQ1783  VERT ORDER      -  SECOND    CLASS II
 AQ1783
 AQ1783  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ1783  Standards:
 AQ1783         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ1783            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ1783  -------------------------------------------------------------------
 AQ1783  NETWORK    1.86   2.69           0.82   0.69   1.37      0.06587526
 AQ1783  -------------------------------------------------------------------
 AQ1783  Click here for local accuracies and other accuracy information.
 AQ1783
 AQ1783.The horizontal coordinates were established by GPS observations
 AQ1783.and adjusted by the National Geodetic Survey in June 2012.
 AQ1783
 AQ1783.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ1783.been affixed to the stable North American tectonic plate. See 
 AQ1783.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ1783
 AQ1783.The horizontal coordinates are valid at the epoch date displayed above
 AQ1783.which is a decimal equivalence of Year/Month/Day.
 AQ1783
 AQ1783.The orthometric height was determined by differential leveling and
 AQ1783.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1783.in June 1991.
 AQ1783
 AQ1783.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1783.GEOID18 height accuracy estimate available here.
 AQ1783
 AQ1783.Click photographs - Photos may exist for this station.
 AQ1783
 AQ1783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ1783
 AQ1783.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ1783
 AQ1783.The ellipsoidal height was determined by GPS observations
 AQ1783.and is referenced to NAD 83.
 AQ1783
 AQ1783.The dynamic height is computed by dividing the NAVD 88
 AQ1783.geopotential number by the normal gravity value computed on the
 AQ1783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1783.degrees latitude (g = 980.6199 gals.).
 AQ1783
 AQ1783.The modeled gravity was interpolated from observed gravity values.
 AQ1783
 AQ1783. The following values were computed from the NAD 83(2011) position.
 AQ1783
 AQ1783;                    North         East     Units Scale Factor Converg.
 AQ1783;SPC FL E     -   518,090.777   211,881.469   MT  0.99994292   +0 03 32.9
 AQ1783;SPC FL E     - 1,699,769.49    695,147.79   sFT  0.99994292   +0 03 32.9
 AQ1783;UTM  17      - 3,209,045.987   511,877.415   MT  0.99960174   +0 03 32.9
 AQ1783
 AQ1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ1783!SPC FL E     -   1.00000381  x   0.99994292  =   0.99994673
 AQ1783!UTM  17      -   1.00000381  x   0.99960174  =   0.99960555
 AQ1783
 AQ1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN1187709045(NAD 83)
 AQ1783
 AQ1783                          SUPERSEDED SURVEY CONTROL
 AQ1783
 AQ1783  NAD 83(2007)-  29 00 34.25602(N)    080 52 40.95936(W) AD(2002.00) 0
 AQ1783  ELLIP H (02/10/07)  -24.254  (m)                       GP(2002.00)    
 AQ1783  NAD 83(1999)-  29 00 34.25623(N)    080 52 40.95942(W) AD(       ) 2
 AQ1783  ELLIP H (09/30/02)  -24.214  (m)                       GP(       ) 4 2
 AQ1783  NAD 83(1990)-  29 00 34.25522(N)    080 52 40.96007(W) AD(       ) 2
 AQ1783  ELLIP H (03/04/92)  -24.198  (m)                       GP(       ) 4 2
 AQ1783  NAVD 88               4.00   (m)           13.1    (f) LEVELING    3  
 AQ1783  NGVD 29 (09/01/92)    4.375  (m)           14.35   (f) ADJUSTED    2 2
 AQ1783
 AQ1783.Superseded values are not recommended for survey control.
 AQ1783
 AQ1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1783.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1783
 AQ1783_STAMPING: 79 78 A20
 AQ1783_MARK LOGO: FLDNR
 AQ1783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1783+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1990
 AQ1783
 AQ1783  HISTORY     - Date     Condition        Report By
 AQ1783  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1783  HISTORY     - 19900219 GOOD             STEINA
 AQ1783  HISTORY     - 20210309 MARK NOT FOUND   GEOCAC
 AQ1783
 AQ1783                          STATION DESCRIPTION
 AQ1783
 AQ1783'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1783'3 MI SE FROM NEW SMYRNA BEACH.
 AQ1783'BEGINNING AT THE EAST END OF STATE ROAD A1A BRIDGE OVER INDIAN RIVER,
 AQ1783'AT NEW SMYRNA BEACH, GO EAST AND SOUTHEAST ON STATE ROAD A1A FOR 3
 AQ1783'MILES TO THE INTERSECTION OF 27TH AVENUE. IT IS LOCATED NEAR THE
 AQ1783'SEA WALL AT THE CITY PARK. THE MARK BEARS 30 FEET SOUTHEAST OF THE
 AQ1783'CENTERLINE OF 27TH AVENUE, 11.5 FEET EAST OF A CONCRETE POWER POLE,
 AQ1783'CENTERLINE OF 27TH AVENUE, 11.5 FEET EAST OF A CONCRETE POWER POLE
 AQ1783'3.4 FEET NORTHWEST OF THE NORTHWEST END OF A CONCRETE BENCH AND
 AQ1783'2.6 FEET SOUTHWEST OF THE SOUTHWEST EDGE OF SEA WALL. MARK IS A
 AQ1783'FLORIDA DEPARTMENT OF NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA
 AQ1783'DEPARTMENT OF TRANSPORTATION.
 AQ1783
 AQ1783                          STATION RECOVERY (1990)
 AQ1783
 AQ1783'RECOVERY NOTE BY STEINMAN AND ASSOCIATES 1990
 AQ1783'THE STATION IS LOCATED IN NEW SMYRNA BEACH. IN SECTION 22-T17S-R34E.
 AQ1783'IN VOLUSIA COUNTY.  ON THE WESTERN SHORE OF THE ATLANTIC OCEAN.
 AQ1783'TO REACH THE STATION BY ROAD, COMMENCE AT THE TOP OF THE -NEW- SOUTH
 AQ1783'BRIDGE OVER INDIAN RIVER IN NEW SMYRNA BEACH.  GO EASTERLY AND
 AQ1783'SOUTHERLY ALONG U.S. HIGHWAY A1A (SOUTH ATLANTIC AVENUE) FOR A
 AQ1783'DISTANCE OF 3.2 MI (5.1 KM) TO THE INTERSECTION OF 27TH STREET.
 AQ1783'PROCEED EASTERLY ON 27TH STREET FOR A DISTANCE 0.1 MI (0.2 KM) TO THE
 AQ1783'BEACH AND THE STATION ON THE RIGHT, ON A SEAWALL/SIDEWALK AT THE TOP
 AQ1783'OF A PEDESTRIAN RAMP SOUTH OF THE BEACH ACCESS ROAD.  THE STATION IS
 AQ1783'3.5 FT (1.1 M) SOUTHWEST OF THE EDGE OF THE SEAWALL, 6.2 FT (1.9 M)
 AQ1783'NORTHWEST OF THE NORTHWEST END OF A CONCRETE BENCH, 11.5 FT (3.5 M)
 AQ1783'EAST OF A -WHITE WAY- LIGHT POLE, AND 30.0 FT (9.1 M) SOUTH OF THE
 AQ1783'CENTERLINE OF THE BEACH ACCESS ROAD.
 AQ1783'REFERENCES--
 AQ1783'FDOT BRASS DISK STAMPED--79 78 A20 RM NO 1-- SET IN A DRILL HOLE,
 AQ1783'RECOVERED 2.1 FT (0.6 M) SOUTHWEST OF THE SEAWARD EDGE OF THE
 AQ1783'SEAWALL/SIDEWALK AND 11.1 FT (3.4 M) NORTH OF A CONCRETE BENCH AND
 AQ1783'40.0 FT (12.2 M) NORTHWEST OF THE EDGE OF WOODEN STEPS LEADING TO THE
 AQ1783'BEACH, SOUTH 26 DEGREES EAST AT 45.21 FT (13.78 M) .
 AQ1783'FDOT BRASS DISK STAMPED--79 78 A20 RM NO 2-- SET IN A DRILL HOLE,
 AQ1783'RECOVERED IN THE SIDEWALK TO THE BATH HOUSE 24.15 FT (7.36 M)
 AQ1783'SOUTHEAST OF THE NORTHEAST CORNER OF THE BATH HOUSE AND 44.5 FT
 AQ1783'(13.6 M) SOUTHWEST OF THE EDGE OF THE SEAWALL/SIDEWALK, SOUTH 38
 AQ1783'DEGREES WEST AT 48.33 FT (14.73 M) .
 AQ1783'-WHITE WAY- LIGHT POLE, NORTH 56 DEGREES WEST AT 61.54 FT (18.76 M) .
 AQ1783'SET CARSONITE WITNESS POST SOUTH 72 DEGREES WEST AT 20.00 FT (6.10 M)
 AQ1783'.
 AQ1783
 AQ1783                          STATION RECOVERY (2021)
 AQ1783
 AQ1783'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1783'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1841 ***********************************************************************
 AQ1841  DESIGNATION -  79 78 A47
 AQ1841  PID         -  AQ1841
 AQ1841  STATE/COUNTY-  FL/VOLUSIA
 AQ1841  COUNTRY     -  US
 AQ1841  USGS QUAD   -  PORT ORANGE (2018)
 AQ1841
 AQ1841                         *CURRENT SURVEY CONTROL
 AQ1841  ______________________________________________________________________
 AQ1841* NAD 83(2011) POSITION- 29 10 33.96806(N) 080 58 59.22307(W)   ADJUSTED
 AQ1841* NAD 83(2011) ELLIP HT-   -24.269 (meters)        (06/27/12)   ADJUSTED
 AQ1841* NAD 83(2011) EPOCH   -  2010.00
 AQ1841* NAVD 88 ORTHO HEIGHT -     4.123 (meters)       13.53  (feet) ADJUSTED
 AQ1841  ______________________________________________________________________
 AQ1841  GEOID HEIGHT    -        -28.377 (meters)                     GEOID18
 AQ1841  NAD 83(2011) X  -    873,482.528 (meters)                     COMP
 AQ1841  NAD 83(2011) Y  - -5,504,453.894 (meters)                     COMP
 AQ1841  NAD 83(2011) Z  -  3,090,946.225 (meters)                     COMP
 AQ1841  LAPLACE CORR    -         -0.15  (seconds)                    DEFLEC18
 AQ1841  DYNAMIC HEIGHT  -          4.117 (meters)       13.51  (feet) COMP
 AQ1841  MODELED GRAVITY -    979,274.9   (mgal)                       NAVD 88
 AQ1841
 AQ1841  VERT ORDER      -  SECOND    CLASS II
 AQ1841
 AQ1841  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ1841  Standards:
 AQ1841         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ1841            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ1841  -------------------------------------------------------------------
 AQ1841  NETWORK    1.62   2.45           0.70   0.62   1.25     -0.07464266
 AQ1841  -------------------------------------------------------------------
 AQ1841  Click here for local accuracies and other accuracy information.
 AQ1841
 AQ1841.The horizontal coordinates were established by GPS observations
 AQ1841.and adjusted by the National Geodetic Survey in June 2012.
 AQ1841
 AQ1841.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ1841.been affixed to the stable North American tectonic plate. See 
 AQ1841.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ1841
 AQ1841.The horizontal coordinates are valid at the epoch date displayed above
 AQ1841.which is a decimal equivalence of Year/Month/Day.
 AQ1841
 AQ1841.The orthometric height was determined by differential leveling and
 AQ1841.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1841.in June 1991.
 AQ1841
 AQ1841.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1841.GEOID18 height accuracy estimate available here.
 AQ1841
 AQ1841.Click photographs - Photos may exist for this station.
 AQ1841
 AQ1841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ1841
 AQ1841.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ1841
 AQ1841.The ellipsoidal height was determined by GPS observations
 AQ1841.and is referenced to NAD 83.
 AQ1841
 AQ1841.The dynamic height is computed by dividing the NAVD 88
 AQ1841.geopotential number by the normal gravity value computed on the
 AQ1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1841.degrees latitude (g = 980.6199 gals.).
 AQ1841
 AQ1841.The modeled gravity was interpolated from observed gravity values.
 AQ1841
 AQ1841. The following values were computed from the NAD 83(2011) position.
 AQ1841
 AQ1841;                    North         East     Units Scale Factor Converg.
 AQ1841;SPC FL E     -   536,547.695   201,642.118   MT  0.99994121   +0 00 29.6
 AQ1841;SPC FL E     - 1,760,323.56    661,554.18   sFT  0.99994121   +0 00 29.6
 AQ1841;UTM  17      - 3,227,496.609   501,641.558   MT  0.99960003   +0 00 29.6
 AQ1841
 AQ1841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ1841!SPC FL E     -   1.00000381  x   0.99994121  =   0.99994502
 AQ1841!UTM  17      -   1.00000381  x   0.99960003  =   0.99960384
 AQ1841
 AQ1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0164127496(NAD 83)
 AQ1841
 AQ1841                          SUPERSEDED SURVEY CONTROL
 AQ1841
 AQ1841  NAD 83(2007)-  29 10 33.96809(N)    080 58 59.22373(W) AD(2002.00) 0
 AQ1841  ELLIP H (02/10/07)  -24.251  (m)                       GP(2002.00)    
 AQ1841  NAD 83(1999)-  29 10 33.96829(N)    080 58 59.22377(W) AD(       ) 2
 AQ1841  ELLIP H (09/30/02)  -24.251  (m)                       GP(       ) 4 2
 AQ1841  NAD 83(1990)-  29 10 33.96743(N)    080 58 59.22397(W) AD(       ) 2
 AQ1841  ELLIP H (03/04/92)  -24.172  (m)                       GP(       ) 4 2
 AQ1841  NAVD 88               4.12   (m)           13.5    (f) LEVELING    3  
 AQ1841  NGVD 29 (09/01/92)    4.483  (m)           14.71   (f) ADJUSTED    2 2
 AQ1841
 AQ1841.Superseded values are not recommended for survey control.
 AQ1841
 AQ1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1841.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1841
 AQ1841_MARKER: DD = SURVEY DISK
 AQ1841_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1841_SP_SET: SIDEWALK
 AQ1841_STAMPING: 79 78 A47
 AQ1841_MARK LOGO: FLDNR
 AQ1841_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1841+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1990
 AQ1841
 AQ1841  HISTORY     - Date     Condition        Report By
 AQ1841  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1841  HISTORY     - 1990     GOOD             USPSQD
 AQ1841  HISTORY     - 19900220 GOOD             STEINA
 AQ1841  HISTORY     - 20030411 MARK NOT FOUND   FL-127
 AQ1841
 AQ1841                          STATION DESCRIPTION
 AQ1841
 AQ1841'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1841'3.3 MI NE FROM PORT ORANGE.
 AQ1841'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1841'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE JUNCTION OF SOUTH
 AQ1841'ATLANTIC AVENUE, THENCE NORTHWEST ON SOUTH ATLANTIC AVENUE FOR 2 MILES
 AQ1841'TO THE JUNCTION OF THAMES AVENUE AND THE MARK. THE MARK BEARS 4.7
 AQ1841'FEET NORTHWEST OF THE CENTER OF A DROP INLET COVER, 7 FEET EAST SOUTH
 AQ1841'EAST OF A STOP SIGN POST, 19.5 FEET EAST OF A FIRE HYDRANT, 26.8 FEET
 AQ1841'SOUTHEAST OF THE CENTERLINE OF THAMES AVENUE, AND 37.9 FEET SOUTHWEST
 AQ1841'OF THE CENTERLINE OF STATE ROAD A1A. MARK IS A FLORIDA DEPARTMENT OF
 AQ1841'NATURAL RESOURCES DISK ESTABLISHED BY FLORIDA DEPARTMENT OF
 AQ1841'TRANSPORTATION.
 AQ1841
 AQ1841                          STATION RECOVERY (1990)
 AQ1841
 AQ1841'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1841'RECOVERED IN GOOD CONDITION.
 AQ1841
 AQ1841                          STATION RECOVERY (1990)
 AQ1841
 AQ1841'RECOVERY NOTE BY STEINMAN AND ASSOCIATES 1990
 AQ1841'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 AQ1841'OF ATALANTIC AVENUE AND THAMES AVENUE IN DAYTONA BEACH SHORES.  IN
 AQ1841'SECTION 27-T15S-R33E.  IN VALUSIA COUNTY.  OWNERSHIP--HIGHWAY
 AQ1841'RIGHT-OF-WAY.
 AQ1841'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTERSECTION OF SOUTH
 AQ1841'ATLANTIC AVENUE AND DUNLAWTON AVENUE IN PORT ORANGE.  PROCEED
 AQ1841'NORTHERLY ALONG ATLANTIC AVENUE FOR A DISTANCE OF 1.9 MI (3.1 KM) TO
 AQ1841'THE STATION ON THE LEFT.  THE STATION IS A FLDNR BRASS DISK STAMPED
 AQ1841'--79 78 A47-- SET IN A DRILL HOLE IN THE CONCRETE SIDEWALK WHICH RUNS
 AQ1841'ALONG THE WEST SIDE OF ATLANTIC AVENUE.  THE STATION IS 37.9 FT
 AQ1841'(11.6 M) WEST OF THE CENTER OF ATLANTIC AVENUE AND 26.9 FT (8.2 M)
 AQ1841'SOUTH OF THE CENTER OF THAMES AVENUE.
 AQ1841'REFERENCES--
 AQ1841'FLDOT BRASS DISK STAMPED--79 78 A47 RM NO 1-- SET IN A DRILL HOLE IN
 AQ1841'THE TOP OF CONCRETE CURB, RECOVERED IN THE CURB OF THE SIDEWALK WEST
 AQ1841'OF ATLANTIC AVENUE AND SOUTH OF THAMES AVENUE, SOUTH 50 DEGREES EAST
 AQ1841'AT 35.77 FT (10.90 M) .
 AQ1841'FLDOT BRASS DISK STAMPED--79 78 A47 RM NO 2-- SET IN A DRILL HOLE IN
 AQ1841'THE TOP OF CONCRETE CURB, RECOVERED IN THE CURB AT THE NORTHWEST
 AQ1841'CORNER OF ATLANTIC AVENUE AND THAMES AVENUE, NORTH 15 DEGREES WEST AT
 AQ1841'53.56 FT (16.33 M) .
 AQ1841'NORTHEAST CORNER OF THE RESIDENCE (NO. 2800) IN THE SOUTHWEST
 AQ1841'QUARDRANT OF THE INTERSECTION, SOUTH 35 DEGREES WEST AT 52.97 FT
 AQ1841'(16.15 M) .
 AQ1841
 AQ1841                          STATION RECOVERY (2003)
 AQ1841
 AQ1841'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003
 AQ1841'RECOVERED RM 1 AND RM 2. CHECKED DISTANCES AND FOUND DRILL HOLE,NO
 AQ1841'EVIDENCE OF BRASS DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1897 ***********************************************************************
 AQ1897  DESIGNATION -  79 78 A73
 AQ1897  PID         -  AQ1897
 AQ1897  STATE/COUNTY-  FL/VOLUSIA
 AQ1897  COUNTRY     -  US
 AQ1897  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1897
 AQ1897                         *CURRENT SURVEY CONTROL
 AQ1897  ______________________________________________________________________
 AQ1897* NAD 83(2011) POSITION- 29 20 03.62475(N) 081 03 33.76243(W)   ADJUSTED
 AQ1897* NAD 83(2011) ELLIP HT-   -24.518 (meters)        (06/27/12)   ADJUSTED
 AQ1897* NAD 83(2011) EPOCH   -  2010.00
 AQ1897* NAVD 88 ORTHO HEIGHT -     4.024 (meters)       13.20  (feet) ADJUSTED
 AQ1897  ______________________________________________________________________
 AQ1897  GEOID HEIGHT    -        -28.523 (meters)                     GEOID18
 AQ1897  NAD 83(2011) X  -    864,823.193 (meters)                     COMP
 AQ1897  NAD 83(2011) Y  - -5,497,144.221 (meters)                     COMP
 AQ1897  NAD 83(2011) Z  -  3,106,248.048 (meters)                     COMP
 AQ1897  LAPLACE CORR    -         -0.17  (seconds)                    DEFLEC18
 AQ1897  DYNAMIC HEIGHT  -          4.018 (meters)       13.18  (feet) COMP
 AQ1897  MODELED GRAVITY -    979,283.3   (mgal)                       NAVD 88
 AQ1897
 AQ1897  VERT ORDER      -  SECOND    CLASS II
 AQ1897
 AQ1897  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ1897  Standards:
 AQ1897         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ1897            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ1897  -------------------------------------------------------------------
 AQ1897  NETWORK    1.70   2.47           0.74   0.64   1.26      0.04547553
 AQ1897  -------------------------------------------------------------------
 AQ1897  Click here for local accuracies and other accuracy information.
 AQ1897
 AQ1897.The horizontal coordinates were established by GPS observations
 AQ1897.and adjusted by the National Geodetic Survey in June 2012.
 AQ1897
 AQ1897.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ1897.been affixed to the stable North American tectonic plate. See 
 AQ1897.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ1897
 AQ1897.The horizontal coordinates are valid at the epoch date displayed above
 AQ1897.which is a decimal equivalence of Year/Month/Day.
 AQ1897
 AQ1897.The orthometric height was determined by differential leveling and
 AQ1897.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1897.in June 1991.
 AQ1897
 AQ1897.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1897.GEOID18 height accuracy estimate available here.
 AQ1897
 AQ1897.Click photographs - Photos may exist for this station.
 AQ1897
 AQ1897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ1897
 AQ1897.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ1897
 AQ1897.The ellipsoidal height was determined by GPS observations
 AQ1897.and is referenced to NAD 83.
 AQ1897
 AQ1897.The dynamic height is computed by dividing the NAVD 88
 AQ1897.geopotential number by the normal gravity value computed on the
 AQ1897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1897.degrees latitude (g = 980.6199 gals.).
 AQ1897
 AQ1897.The modeled gravity was interpolated from observed gravity values.
 AQ1897
 AQ1897. The following values were computed from the NAD 83(2011) position.
 AQ1897
 AQ1897;                    North         East     Units Scale Factor Converg.
 AQ1897;SPC FL E     -   554,087.104   194,233.284   MT  0.99994159   -0 01 44.7
 AQ1897;SPC FL E     - 1,817,867.44    637,247.03   sFT  0.99994159   -0 01 44.7
 AQ1897;UTM  17      - 3,245,030.033   494,235.252   MT  0.99960041   -0 01 44.7
 AQ1897
 AQ1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ1897!SPC FL E     -   1.00000385  x   0.99994159  =   0.99994544
 AQ1897!UTM  17      -   1.00000385  x   0.99960041  =   0.99960426
 AQ1897
 AQ1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9423545030(NAD 83)
 AQ1897
 AQ1897                          SUPERSEDED SURVEY CONTROL
 AQ1897
 AQ1897  NAD 83(2007)-  29 20 03.62480(N)    081 03 33.76322(W) AD(2002.00) 0
 AQ1897  ELLIP H (02/10/07)  -24.486  (m)                       GP(2002.00)    
 AQ1897  NAD 83(1999)-  29 20 03.62514(N)    081 03 33.76328(W) AD(       ) 2
 AQ1897  ELLIP H (09/30/02)  -24.483  (m)                       GP(       ) 4 2
 AQ1897  NAD 83(1990)-  29 20 03.62482(N)    081 03 33.76409(W) AD(       ) 2
 AQ1897  ELLIP H (03/04/92)  -24.486  (m)                       GP(       ) 4 2
 AQ1897  NAVD 88               4.02   (m)           13.2    (f) LEVELING    3  
 AQ1897  NGVD 29 (09/01/92)    4.366  (m)           14.32   (f) ADJUSTED    2 2
 AQ1897
 AQ1897.Superseded values are not recommended for survey control.
 AQ1897
 AQ1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1897.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1897
 AQ1897_MARKER: DD = SURVEY DISK
 AQ1897_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AQ1897_STAMPING: 79 78 A73
 AQ1897_MARK LOGO: FLDNR
 AQ1897_PROJECTION: RECESSED 15 CENTIMETERS
 AQ1897_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1897+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2023
 AQ1897
 AQ1897  HISTORY     - Date     Condition        Report By
 AQ1897  HISTORY     - 1978     MONUMENTED       FLDT
 AQ1897  HISTORY     - 19900220 GOOD             STEINA
 AQ1897  HISTORY     - 20040329 MARK NOT FOUND   FL-127
 AQ1897  HISTORY     - 20231004 GOOD             LOCSUR
 AQ1897
 AQ1897                          STATION DESCRIPTION
 AQ1897
 AQ1897'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1897'4.7 MI NORTH FROM ORMOND BEACH.
 AQ1897'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND US 1 IN ORMOND BEACH
 AQ1897'PROCEED NORTHEAST ON STATE ROAD 40 FOR 1.5 MILES TO THE JUNCTION OF
 AQ1897'STATE ROAD A1A, THENCE NORTHWEST ON STATE ROAD A1A FOR 3.2 MILES TO
 AQ1897'THE MARK, NEAR THE MAIN OFFICE TOWER OF THE COUNTY BEACH AND SAFETY
 AQ1897'PATROL. THE MARK BEARS 5.6 FEET SOUTH SOUTHWEST OF POWERLINE GUY WIRE
 AQ1897'POLE, 18.2 FEET NORTHEAST OF THE CENTERLINE OF STATE ROAD A1A, AND
 AQ1897'18.2 FEET WEST SOUTHWEST OF THE EAST END OF ANCHOR WIRE FOR A GUY WIRE
 AQ1897'POLE.
 AQ1897
 AQ1897                          STATION RECOVERY (1990)
 AQ1897
 AQ1897'RECOVERY NOTE BY STEINMAN AND ASSOCIATES 1990
 AQ1897'THE STATION IS IN THE EASTERLY PORTION OF THE RIGHT-OF-WAY OF OCEAN
 AQ1897'SHORE BOULEVARD IN ORMOND-BY-THE-SEA.  IN SECTION 34-T13S-R32E.  IN
 AQ1897'VOLUSIA COUNTY.
 AQ1897'TO REACH THE STATION BY ROAD, COMMENCE AT THE INTERSECTION OF STATE
 AQ1897'ROAD A1A AND STATE ROAD 40 IN ORMAND BEACH.  PROCEED NORTHERLY ON
 AQ1897'STATE ROAD A1A (OCEAN SHORE BOULEVARD) FOR A DISTANCE OF 3.2 MI
 AQ1897'(5.1 KM) TO THE STATION ON THE RIGHT.  THE STATION LIES IN THE
 AQ1897'EASTERLY PORTION OF THE RIGHT-OF-WAY OF OCEAN SHORE BOULEVARD AND IS
 AQ1897'17.0 FT (5.2 M) EAST OF OCEAN SHORE BOULEVARDS CENTERLINE, 5.7 FT
 AQ1897'(1.7 M) SOUTHWEST OF A POWER POLE, AND 4.5 FT (1.4 M) SOUTHWEST OF A
 AQ1897'DOT METAL WITNESS POST AND IS 1.0 FT (0.3 M) BELOW GROUND.
 AQ1897'REFERENCES--
 AQ1897'DOT BRASS DISK STAMPED--79 78 A73 RM NO 1-- SET IN THE TOP OF A 4 INCH
 AQ1897'SQUARE PREFABRICATED CONCRETE POST, RECOVERED 33.0 FT (10.1 M) EAST
 AQ1897'OF THE CENTERLINE OF STATE ROAD A1A, NORTH 10 DEGREES EAST AT 34.06
 AQ1897'FT (10.38 M) .
 AQ1897'DOT BRASS DISK STAMPED--79 78 A73 RM NO 1-- SET IN THE TOP OF A 4 INCH
 AQ1897'SQUARE PREFABRICATED CONCRETE POST, RECOVERED 35.0 FT (10.7 M) EAST
 AQ1897'OF THE CENTERLINE OF STATE ROAD A1A, SOUTH 89 DEGREES EAST AT 18.22
 AQ1897'FT (5.55 M) .
 AQ1897'KEITH AND SCHNARS NAIL AND DISK, SET IN THE EAST EDGE OF PAVEMENT OF
 AQ1897'STATE ROAD A1A, WEST AT 8.24 FT (2.51 M) .
 AQ1897
 AQ1897                          STATION RECOVERY (2004)
 AQ1897
 AQ1897'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2004
 AQ1897'MARK NOT FOUND.
 AQ1897
 AQ1897                          STATION RECOVERY (2023)
 AQ1897
 AQ1897'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2023 (ME)
 AQ1897'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2776 ***********************************************************************
 AQ2776  DESIGNATION -  79 90 GPS 1
 AQ2776  PID         -  AQ2776
 AQ2776  STATE/COUNTY-  FL/VOLUSIA
 AQ2776  COUNTRY     -  US
 AQ2776  USGS QUAD   -  ASTOR (2018)
 AQ2776
 AQ2776                         *CURRENT SURVEY CONTROL
 AQ2776  ______________________________________________________________________
 AQ2776* NAD 83(2011) POSITION- 29 10 14.19019(N) 081 30 28.96780(W)   ADJUSTED
 AQ2776* NAD 83(2011) ELLIP HT-   -21.091 (meters)        (06/27/12)   ADJUSTED
 AQ2776* NAD 83(2011) EPOCH   -  2010.00
 AQ2776* NAVD 88 ORTHO HEIGHT -     7.233 (meters)       23.73  (feet) ADJUSTED
 AQ2776  ______________________________________________________________________
 AQ2776  GEOID HEIGHT    -        -28.322 (meters)                     GEOID18
 AQ2776  NAD 83(2011) X  -    823,060.436 (meters)                     COMP
 AQ2776  NAD 83(2011) Y  - -5,512,521.704 (meters)                     COMP
 AQ2776  NAD 83(2011) Z  -  3,090,416.088 (meters)                     COMP
 AQ2776  LAPLACE CORR    -          0.19  (seconds)                    DEFLEC18
 AQ2776  DYNAMIC HEIGHT  -          7.223 (meters)       23.70  (feet) COMP
 AQ2776  MODELED GRAVITY -    979,247.2   (mgal)                       NAVD 88
 AQ2776
 AQ2776  VERT ORDER      -  FIRST     CLASS II
 AQ2776
 AQ2776  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ2776  Standards:
 AQ2776         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ2776            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ2776  -------------------------------------------------------------------
 AQ2776  NETWORK    2.05   2.94           0.92   0.74   1.50      0.02218176
 AQ2776  -------------------------------------------------------------------
 AQ2776  Click here for local accuracies and other accuracy information.
 AQ2776
 AQ2776.The horizontal coordinates were established by GPS observations
 AQ2776.and adjusted by the National Geodetic Survey in June 2012.
 AQ2776
 AQ2776.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ2776.been affixed to the stable North American tectonic plate. See 
 AQ2776.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ2776
 AQ2776.The horizontal coordinates are valid at the epoch date displayed above
 AQ2776.which is a decimal equivalence of Year/Month/Day.
 AQ2776
 AQ2776.The orthometric height was determined by differential leveling and
 AQ2776.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2776.in July 2011.
 AQ2776
 AQ2776.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2776.GEOID18 height accuracy estimate available here.
 AQ2776
 AQ2776.Click photographs - Photos may exist for this station.
 AQ2776
 AQ2776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2776
 AQ2776.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2776
 AQ2776.The ellipsoidal height was determined by GPS observations
 AQ2776.and is referenced to NAD 83.
 AQ2776
 AQ2776.The dynamic height is computed by dividing the NAVD 88
 AQ2776.geopotential number by the normal gravity value computed on the
 AQ2776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2776.degrees latitude (g = 980.6199 gals.).
 AQ2776
 AQ2776.The modeled gravity was interpolated from observed gravity values.
 AQ2776
 AQ2776. The following values were computed from the NAD 83(2011) position.
 AQ2776
 AQ2776;                    North         East     Units Scale Factor Converg.
 AQ2776;SPC FL E     -   536,045.477   150,580.566   MT  0.99997130   -0 14 51.5
 AQ2776;SPC FL E     - 1,758,675.87    494,029.74   sFT  0.99997130   -0 14 51.5
 AQ2776;UTM  17      - 3,226,994.562   450,597.428   MT  0.99963012   -0 14 51.5
 AQ2776
 AQ2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2776!SPC FL E     -   1.00000331  x   0.99997130  =   0.99997461
 AQ2776!UTM  17      -   1.00000331  x   0.99963012  =   0.99963343
 AQ2776
 AQ2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN5059726994(NAD 83)
 AQ2776
 AQ2776                          SUPERSEDED SURVEY CONTROL
 AQ2776
 AQ2776  NAD 83(2007)-  29 10 14.19028(N)    081 30 28.96844(W) AD(2002.00) 0
 AQ2776  ELLIP H (02/10/07)  -21.066  (m)                       GP(2002.00)    
 AQ2776  NAD 83(1999)-  29 10 14.19075(N)    081 30 28.96830(W) AD(       ) 2
 AQ2776  ELLIP H (09/30/02)  -21.087  (m)                       GP(       ) 4 2
 AQ2776  NAD 83(1990)-  29 10 14.18926(N)    081 30 28.96800(W) AD(       ) 2
 AQ2776  ELLIP H (03/04/92)  -21.064  (m)                       GP(       ) 4 2
 AQ2776  NAVD 88 (04/26/01)    7.229  (m)           23.72   (f) SUPERSEDED  2 1
 AQ2776  NAVD 88 (03/04/92)    7.3    (m)  GEOID90  model used  GPS OBS        
 AQ2776
 AQ2776.Superseded values are not recommended for survey control.
 AQ2776
 AQ2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2776.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2776
 AQ2776_MARKER: DD = SURVEY DISK
 AQ2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2776_STAMPING: 79 90 GPS 1
 AQ2776_MARK LOGO: FLDT
 AQ2776_PROJECTION: RECESSED 5 CENTIMETERS
 AQ2776_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2776+STABILITY: SURFACE MOTION
 AQ2776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2776+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2005
 AQ2776
 AQ2776  HISTORY     - Date     Condition        Report By
 AQ2776  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2776  HISTORY     - 19980105 GOOD             FLDEP
 AQ2776  HISTORY     - 20030410 GOOD             FL-127
 AQ2776  HISTORY     - 20050417 GOOD             FLDEP
 AQ2776
 AQ2776                          STATION DESCRIPTION
 AQ2776
 AQ2776'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2776'THE STATION IS LOCATED APPROXIMATELY 1.29 KM (0.80 MI) E OF THE SR-40
 AQ2776'BRIDGE OVER THE ST. JOHNS RIVER, IN THE TRIANGLE OF THE INTERSECTION
 AQ2776'OF SR-40 AND EMPORIA ROAD, APPROXIMATELY 45.72 M (150.0 FT) W OF A
 AQ2776'HANDY WAY FOOD STORE
 AQ2776'THE STATION PROJECTS 5 CM ABOVE GROUND AND IS LOCATED APPROXIMATELY
 AQ2776'.40 M (1.3 FT) W OF THE W EDGE OF THE ASPHALT PARKING LOT, 23.77 M
 AQ2776'(78.0 FT) N OF THE CENTERLINE OF SR-40, 13.72 M (45.0 FT) SE OF THE
 AQ2776'CENTERLINE OF EMPORIA ROAD AND 9.75 M (32.0 FT) NNW OF HANDY WAY FOOD
 AQ2776'STORE SIGN POST.
 AQ2776'DESCRIBED BY MAX CHERBONNEAUX
 AQ2776
 AQ2776                          STATION RECOVERY (1998)
 AQ2776
 AQ2776'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (LGB)
 AQ2776'RECOVERED AS DESCRIBED.
 AQ2776
 AQ2776                          STATION RECOVERY (2003)
 AQ2776
 AQ2776'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003
 AQ2776'RECOVERED IN GOOD CONDITION.
 AQ2776
 AQ2776                          STATION RECOVERY (2005)
 AQ2776
 AQ2776'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AQ2776'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AQ2776'
 AQ2776'TO REACH THE MARK FROM THE LAKE-VOLUSIA COUNTY LINE ON STATE ROAD 40
 AQ2776'AND THE  APPROXIMATE CENTER OF THE BRIDGE OVER THE SAINT JOHNS RIVER
 AQ2776'NORTH OF ASTOR, GO  NORTHEAST ON STATE ROAD 40 FOR 0.95 MI TO THE
 AQ2776'JUNCTION OF EMPORIA ROAD ON THE LEFT AND  THE MARK ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2775 ***********************************************************************
 AQ2775  DESIGNATION -  79 90 GPS 2
 AQ2775  PID         -  AQ2775
 AQ2775  STATE/COUNTY-  FL/VOLUSIA
 AQ2775  COUNTRY     -  US
 AQ2775  USGS QUAD   -  LAKE DIAS (2018)
 AQ2775
 AQ2775                         *CURRENT SURVEY CONTROL
 AQ2775  ______________________________________________________________________
 AQ2775* NAD 83(2011) POSITION- 29 12 47.81005(N) 081 20 40.36569(W)   ADJUSTED
 AQ2775* NAD 83(2011) ELLIP HT-   -19.003 (meters)        (06/27/12)   ADJUSTED
 AQ2775* NAD 83(2011) EPOCH   -  2010.00
 AQ2775* NAVD 88 ORTHO HEIGHT -     9.4   (meters)       31.    (feet) GPS OBS
 AQ2775  ______________________________________________________________________
 AQ2775  NAVD 88 orthometric height was determined with geoid model    GEOID90
 AQ2775  GEOID HEIGHT    -        -29.160 (meters)                     GEOID90
 AQ2775  GEOID HEIGHT    -        -28.373 (meters)                     GEOID18
 AQ2775  NAD 83(2011) X  -    838,440.835 (meters)                     COMP
 AQ2775  NAD 83(2011) Y  - -5,507,871.771 (meters)                     COMP
 AQ2775  NAD 83(2011) Z  -  3,094,546.112 (meters)                     COMP
 AQ2775  LAPLACE CORR    -          0.01  (seconds)                    DEFLEC18
 AQ2775
 AQ2775  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ2775  Standards:
 AQ2775         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ2775            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ2775  -------------------------------------------------------------------
 AQ2775  NETWORK    1.72   2.35           0.77   0.62   1.20      0.08316102
 AQ2775  -------------------------------------------------------------------
 AQ2775  Click here for local accuracies and other accuracy information.
 AQ2775
 AQ2775.The horizontal coordinates were established by GPS observations
 AQ2775.and adjusted by the National Geodetic Survey in June 2012.
 AQ2775
 AQ2775.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ2775.been affixed to the stable North American tectonic plate. See 
 AQ2775.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ2775
 AQ2775.The horizontal coordinates are valid at the epoch date displayed above
 AQ2775.which is a decimal equivalence of Year/Month/Day.
 AQ2775
 AQ2775.The orthometric height was determined by GPS observations and a
 AQ2775.high-resolution geoid model.
 AQ2775
 AQ2775.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2775.GEOID18 height accuracy estimate available here.
 AQ2775
 AQ2775.Click photographs - Photos may exist for this station.
 AQ2775
 AQ2775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2775
 AQ2775.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2775
 AQ2775.The ellipsoidal height was determined by GPS observations
 AQ2775.and is referenced to NAD 83.
 AQ2775
 AQ2775. The following values were computed from the NAD 83(2011) position.
 AQ2775
 AQ2775;                    North         East     Units Scale Factor Converg.
 AQ2775;SPC FL E     -   540,717.306   166,498.825   MT  0.99995502   -0 10 05.4
 AQ2775;SPC FL E     - 1,774,003.36    546,254.90   sFT  0.99995502   -0 10 05.4
 AQ2775;UTM  17      - 3,231,664.797   466,510.256   MT  0.99961384   -0 10 05.4
 AQ2775
 AQ2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2775!SPC FL E     -   1.00000298  x   0.99995502  =   0.99995800
 AQ2775!UTM  17      -   1.00000298  x   0.99961384  =   0.99961682
 AQ2775
 AQ2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN6651031664(NAD 83)
 AQ2775
 AQ2775                          SUPERSEDED SURVEY CONTROL
 AQ2775
 AQ2775  NAD 83(2007)-  29 12 47.81009(N)    081 20 40.36636(W) AD(2002.00) 0
 AQ2775  ELLIP H (02/10/07)  -18.976  (m)                       GP(2002.00)    
 AQ2775  NAD 83(1999)-  29 12 47.81050(N)    081 20 40.36610(W) AD(       ) 2
 AQ2775  ELLIP H (09/30/02)  -18.992  (m)                       GP(       ) 4 2
 AQ2775  NAD 83(1990)-  29 12 47.80904(N)    081 20 40.36583(W) AD(       ) 2
 AQ2775  ELLIP H (03/04/92)  -18.961  (m)                       GP(       ) 4 2
 AQ2775
 AQ2775.Superseded values are not recommended for survey control.
 AQ2775
 AQ2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2775.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2775
 AQ2775_MARKER: DD = SURVEY DISK
 AQ2775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2775_STAMPING: 79 90 GPS 2
 AQ2775_MARK LOGO: FLDT
 AQ2775_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2775+STABILITY: SURFACE MOTION
 AQ2775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2775+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1999
 AQ2775
 AQ2775  HISTORY     - Date     Condition        Report By
 AQ2775  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2775  HISTORY     - 19990218 MARK NOT FOUND   FLDEP
 AQ2775
 AQ2775                          STATION DESCRIPTION
 AQ2775
 AQ2775'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2775'THE STATION IS LOCATED APPROXIMATELY 17.70 KM (11.00 MI) E OF THE
 AQ2775'SR-40 BRIDGE OVER THE ST. JOHNS RIVER AND IS ALSO ABOUT 8.05 KM
 AQ2775'(5.00 MI) E OF THE INTERSECTION OF SR-40 AND US-17 IN BARBERVILLE. IT
 AQ2775'IS ON THE NW SIDE OF SR-40 NEAR THE PIT ENTRANCE OF THE VOLUSIA CO.
 AQ2775'SPEEDWAY.
 AQ2775'TO REACH THE STATION FROM THE INTERSECTION OF SR-40 AND US-17, PROCEED
 AQ2775'NE ON SR-40 FOR 8.05 KM (5.00 MI) TO THE PIT ENTRANCE OF THE VOLUSIA
 AQ2775'CO. SPEEDWAY AND THE STATION ON THE LEFT.
 AQ2775'THE STATION PROJECTS 10 CM ABOVE GROUND AND IS LOCATED APPROXIMATELY
 AQ2775'4.97 M (16.3 FT) NNW OF A METAL WITNESS POST, 23.16 M (76.0 FT) NNW OF
 AQ2775'THE CENTERLINE OF SR-40, 22.25 M (73.0 FT) SW OF THE CENTERLINE OF THE
 AQ2775'PIT ENTRANCE TO THE SPEEDWAY, 36.39 M (119.4 FT) SW AND ACROSS DRIVE
 AQ2775'FROM A POWER POLE
 AQ2775'DESCRIBED BY MAX CHERBONNEAUX
 AQ2775
 AQ2775                          STATION RECOVERY (1999)
 AQ2775
 AQ2775'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2775'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2774 ***********************************************************************
 AQ2774  DESIGNATION -  79 90 GPS 3
 AQ2774  PID         -  AQ2774
 AQ2774  STATE/COUNTY-  FL/VOLUSIA
 AQ2774  COUNTRY     -  US
 AQ2774  USGS QUAD   -  DAYTONA BEACH NW (2018)
 AQ2774
 AQ2774                         *CURRENT SURVEY CONTROL
 AQ2774  ______________________________________________________________________
 AQ2774* NAD 83(2011) POSITION- 29 14 22.11672(N) 081 14 40.49834(W)   ADJUSTED
 AQ2774* NAD 83(2011) ELLIP HT-   -17.492 (meters)        (06/27/12)   ADJUSTED
 AQ2774* NAD 83(2011) EPOCH   -  2010.00
 AQ2774* NAVD 88 ORTHO HEIGHT -    10.914 (meters)       35.81  (feet) ADJUSTED
 AQ2774  ______________________________________________________________________
 AQ2774  GEOID HEIGHT    -        -28.412 (meters)                     GEOID18
 AQ2774  NAD 83(2011) X  -    847,833.463 (meters)                     COMP
 AQ2774  NAD 83(2011) Y  - -5,505,000.692 (meters)                     COMP
 AQ2774  NAD 83(2011) Z  -  3,097,080.793 (meters)                     COMP
 AQ2774  LAPLACE CORR    -         -0.01  (seconds)                    DEFLEC18
 AQ2774  DYNAMIC HEIGHT  -         10.899 (meters)       35.76  (feet) COMP
 AQ2774  MODELED GRAVITY -    979,260.6   (mgal)                       NAVD 88
 AQ2774
 AQ2774  VERT ORDER      -  FIRST     CLASS II
 AQ2774
 AQ2774  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ2774  Standards:
 AQ2774         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ2774            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ2774  -------------------------------------------------------------------
 AQ2774  NETWORK    3.73   4.61           1.59   1.46   2.35      0.03713599
 AQ2774  -------------------------------------------------------------------
 AQ2774  Click here for local accuracies and other accuracy information.
 AQ2774
 AQ2774.The horizontal coordinates were established by GPS observations
 AQ2774.and adjusted by the National Geodetic Survey in June 2012.
 AQ2774
 AQ2774.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ2774.been affixed to the stable North American tectonic plate. See 
 AQ2774.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ2774
 AQ2774.The horizontal coordinates are valid at the epoch date displayed above
 AQ2774.which is a decimal equivalence of Year/Month/Day.
 AQ2774
 AQ2774.The orthometric height was determined by differential leveling and
 AQ2774.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2774.in July 2011.
 AQ2774
 AQ2774.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2774.GEOID18 height accuracy estimate available here.
 AQ2774
 AQ2774.Click photographs - Photos may exist for this station.
 AQ2774
 AQ2774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2774
 AQ2774.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2774
 AQ2774.The ellipsoidal height was determined by GPS observations
 AQ2774.and is referenced to NAD 83.
 AQ2774
 AQ2774.The dynamic height is computed by dividing the NAVD 88
 AQ2774.geopotential number by the normal gravity value computed on the
 AQ2774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2774.degrees latitude (g = 980.6199 gals.).
 AQ2774
 AQ2774.The modeled gravity was interpolated from observed gravity values.
 AQ2774
 AQ2774. The following values were computed from the NAD 83(2011) position.
 AQ2774
 AQ2774;                    North         East     Units Scale Factor Converg.
 AQ2774;SPC FL E     -   543,596.345   176,224.612   MT  0.99994815   -0 07 10.1
 AQ2774;SPC FL E     - 1,783,449.01    578,163.58   sFT  0.99994815   -0 07 10.1
 AQ2774;UTM  17      - 3,234,542.853   476,232.724   MT  0.99960697   -0 07 10.1
 AQ2774
 AQ2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2774!SPC FL E     -   1.00000275  x   0.99994815  =   0.99995090
 AQ2774!UTM  17      -   1.00000275  x   0.99960697  =   0.99960972
 AQ2774
 AQ2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7623234542(NAD 83)
 AQ2774
 AQ2774                          SUPERSEDED SURVEY CONTROL
 AQ2774
 AQ2774  NAD 83(2007)-  29 14 22.11713(N)    081 14 40.49945(W) AD(2002.00) 0
 AQ2774  ELLIP H (02/10/07)  -17.468  (m)                       GP(2002.00)    
 AQ2774  NAD 83(1999)-  29 14 22.11723(N)    081 14 40.49941(W) AD(       ) 2
 AQ2774  ELLIP H (09/30/02)  -17.463  (m)                       GP(       ) 4 2
 AQ2774  NAD 83(1990)-  29 14 22.11594(N)    081 14 40.49917(W) AD(       ) 2
 AQ2774  ELLIP H (03/04/92)  -17.440  (m)                       GP(       ) 4 2
 AQ2774  NAVD 88 (03/04/92)   10.9    (m)  GEOID90  model used  GPS OBS        
 AQ2774
 AQ2774.Superseded values are not recommended for survey control.
 AQ2774
 AQ2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2774.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2774
 AQ2774_MARKER: DD = SURVEY DISK
 AQ2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2774_STAMPING: 79 90 GPS 3
 AQ2774_MARK LOGO: FLDT
 AQ2774_PROJECTION: FLUSH
 AQ2774_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2774+STABILITY: SURFACE MOTION
 AQ2774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2774+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2005
 AQ2774
 AQ2774  HISTORY     - Date     Condition        Report By
 AQ2774  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2774  HISTORY     - 20050503 GOOD             FLDEP
 AQ2774
 AQ2774                          STATION DESCRIPTION
 AQ2774
 AQ2774'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2774'THE STATION IS LOCATED APPROXIMATELY 8.05 KM (5.00 MI) E OF THE
 AQ2774'INTERSECTION OF SR-40 AND SR-11, ON THR S SIDE OF THE HIGHWAY.
 AQ2774'TO REACH THE STATION FROM THE INTERSECTION OF SR-40 AND SR-11, PROCEED
 AQ2774'NE ON SR-40 FOR 8.05 KM (5.00 MI) TO THE STATION ON THE RIGHT.
 AQ2774'THE STATION PROJECTS 5 CM ABOVE GROUND AND IS LOCATED APPROXIMATELY
 AQ2774'7.41 M (24.3 FT) N OF A METAL WITNESS POST, 14.48 M (47.5 FT) NE OF A
 AQ2774'12 IN PINE TREE, 30.94 M (101.5 FT) S OF THE CENTERLINE OF SR-40 AND
 AQ2774'30.78 M (101.0 FT) SW OF  AN 8 IN PINE TREE.
 AQ2774'DESCRIBED BY MAX CHERBONNEAUX
 AQ2774
 AQ2774                          STATION RECOVERY (2005)
 AQ2774
 AQ2774'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AQ2774'THE MARK IS ABOUT 11.5 MI WEST OF ORMOND BEACH, IN SECTION 35,
 AQ2774'TOWNSHIP 14 SOUTH, RANGE  30 EAST.
 AQ2774'
 AQ2774'TO REACH THE MARK FROM THE INTERSECTION OF THE INTERSTATE 95 OVERPASS
 AQ2774'AND STATE ROAD  40 ON THE WEST SIDE OF ORMOND BEACH, GO WEST ON STATE
 AQ2774'ROAD 40 FOR 6.45 MI TO THE  JUNCTION OF PINTO LANE ON THE RIGHT,
 AQ2774'CONTINUE WEST ON STATE ROAD 40 FOR 2.05 MI TO THE  MARK ON THE LEFT,
 AQ2774'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND  AND
 AQ2774'LEVEL WITH STATE ROAD 40.
 AQ2774'
 AQ2774'LOCATED 101.5 FT SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 40,
 AQ2774'34.0 FT NORTH OF A  4-RAIL WOODEN FENCE AND 1.1 FT NORTH OF A METAL
 AQ2774'FLDT WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2771 ***********************************************************************
 AQ2771  DESIGNATION -  79 90 GPS 4
 AQ2771  PID         -  AQ2771
 AQ2771  STATE/COUNTY-  FL/VOLUSIA
 AQ2771  COUNTRY     -  US
 AQ2771  USGS QUAD   -  FAVORETTA (2018)
 AQ2771
 AQ2771                         *CURRENT SURVEY CONTROL
 AQ2771  ______________________________________________________________________
 AQ2771* NAD 83(2011) POSITION- 29 15 20.32213(N) 081 09 44.04354(W)   ADJUSTED
 AQ2771* NAD 83(2011) ELLIP HT-   -20.720 (meters)        (06/27/12)   ADJUSTED
 AQ2771* NAD 83(2011) EPOCH   -  2010.00
 AQ2771* NAVD 88 ORTHO HEIGHT -     7.7   (meters)       25.    (feet) GPS OBS
 AQ2771  ______________________________________________________________________
 AQ2771  NAVD 88 orthometric height was determined with geoid model    GEOID90
 AQ2771  GEOID HEIGHT    -        -29.180 (meters)                     GEOID90
 AQ2771  GEOID HEIGHT    -        -28.428 (meters)                     GEOID18
 AQ2771  NAD 83(2011) X  -    855,609.712 (meters)                     COMP
 AQ2771  NAD 83(2011) Y  - -5,502,908.489 (meters)                     COMP
 AQ2771  NAD 83(2011) Z  -  3,098,642.829 (meters)                     COMP
 AQ2771  LAPLACE CORR    -          0.06  (seconds)                    DEFLEC18
 AQ2771
 AQ2771  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ2771  Standards:
 AQ2771         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ2771            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ2771  -------------------------------------------------------------------
 AQ2771  NETWORK    2.01   3.02           0.87   0.77   1.54      0.00229249
 AQ2771  -------------------------------------------------------------------
 AQ2771  Click here for local accuracies and other accuracy information.
 AQ2771
 AQ2771.The horizontal coordinates were established by GPS observations
 AQ2771.and adjusted by the National Geodetic Survey in June 2012.
 AQ2771
 AQ2771.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ2771.been affixed to the stable North American tectonic plate. See 
 AQ2771.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ2771
 AQ2771.The horizontal coordinates are valid at the epoch date displayed above
 AQ2771.which is a decimal equivalence of Year/Month/Day.
 AQ2771
 AQ2771.The orthometric height was determined by GPS observations and a
 AQ2771.high-resolution geoid model.
 AQ2771
 AQ2771.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2771.GEOID18 height accuracy estimate available here.
 AQ2771
 AQ2771.Click photographs - Photos may exist for this station.
 AQ2771
 AQ2771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2771
 AQ2771.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2771
 AQ2771.The ellipsoidal height was determined by GPS observations
 AQ2771.and is referenced to NAD 83.
 AQ2771
 AQ2771. The following values were computed from the NAD 83(2011) position.
 AQ2771
 AQ2771;                    North         East     Units Scale Factor Converg.
 AQ2771;SPC FL E     -   545,374.439   184,232.035   MT  0.99994424   -0 04 45.4
 AQ2771;SPC FL E     - 1,789,282.64    604,434.60   sFT  0.99994424   -0 04 45.4
 AQ2771;UTM  17      - 3,236,320.341   484,237.415   MT  0.99960307   -0 04 45.4
 AQ2771
 AQ2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2771!SPC FL E     -   1.00000325  x   0.99994424  =   0.99994749
 AQ2771!UTM  17      -   1.00000325  x   0.99960307  =   0.99960632
 AQ2771
 AQ2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8423736320(NAD 83)
 AQ2771
 AQ2771                          SUPERSEDED SURVEY CONTROL
 AQ2771
 AQ2771  NAD 83(2007)-  29 15 20.32222(N)    081 09 44.04434(W) AD(2002.00) 0
 AQ2771  ELLIP H (02/10/07)  -20.689  (m)                       GP(2002.00)    
 AQ2771  NAD 83(1999)-  29 15 20.32254(N)    081 09 44.04435(W) AD(       ) 2
 AQ2771  ELLIP H (09/30/02)  -20.689  (m)                       GP(       ) 4 2
 AQ2771  NAD 83(1990)-  29 15 20.32164(N)    081 09 44.04434(W) AD(       ) 2
 AQ2771  ELLIP H (03/04/92)  -20.683  (m)                       GP(       ) 4 2
 AQ2771
 AQ2771.Superseded values are not recommended for survey control.
 AQ2771
 AQ2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2771.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2771
 AQ2771_MARKER: DD = SURVEY DISK
 AQ2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2771_STAMPING: 79 90 GPS 4
 AQ2771_MARK LOGO: FLDT
 AQ2771_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2771+STABILITY: SURFACE MOTION
 AQ2771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2771+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1999
 AQ2771
 AQ2771  HISTORY     - Date     Condition        Report By
 AQ2771  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2771  HISTORY     - 19990129 MARK NOT FOUND   FLDEP
 AQ2771
 AQ2771                          STATION DESCRIPTION
 AQ2771
 AQ2771'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2771'THE STATION IS LOCATED APPROXIMATELY 7.73 KM (4.80 MI) W OF THE
 AQ2771'INTERSECTION OF SR-40 AND I-95 IN ORMOND BEACH,FL, ON THE S SIDE OF
 AQ2771'SR-40, IN THE VICINITY OF OLD TOMOKA ROAD.
 AQ2771'TO REACH THE STATION FROM THE INTERSECTION OF SR-40 AND I-95, PROCEED
 AQ2771'W ON SR-40 FOR 6.44 KM (4.00 MI) TO THE DRIVEWAY ENTRANCE TO THE
 AQ2771'TOMOKA YACHT CLUB ON THE RIGHT, CONTINUE PAST DRIVEWAY FOR 1.29 KM
 AQ2771'(0.80 MI) AND STATION ON THE LEFT.
 AQ2771'THE STATION PROJECTS 5 CM ABOVE GROUND AND IS LOCATED APPROXIMATELY
 AQ2771'4.82 M (15.8 FT) N OF A METAL WITNESS POST, 35.36 M (116.0 FT) S OF
 AQ2771'THE CENTERLINE OF SR-40 AND 25.29 M (83.0 FT) NW OF  AN 8 IN PINE
 AQ2771'TREE.
 AQ2771'DESCRIBED BY MAX CHERBONNEAUX
 AQ2771
 AQ2771                          STATION RECOVERY (1999)
 AQ2771
 AQ2771'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2771'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2773 ***********************************************************************
 AQ2773  DESIGNATION -  79 90 GPS 5
 AQ2773  PID         -  AQ2773
 AQ2773  STATE/COUNTY-  FL/VOLUSIA
 AQ2773  COUNTRY     -  US
 AQ2773  USGS QUAD   -  ORMOND BEACH (2018)
 AQ2773
 AQ2773                         *CURRENT SURVEY CONTROL
 AQ2773  ______________________________________________________________________
 AQ2773* NAD 83(2011) POSITION- 29 16 32.19540(N) 081 05 31.31480(W)   ADJUSTED
 AQ2773* NAD 83(2011) ELLIP HT-   -23.114 (meters)        (06/27/12)   ADJUSTED
 AQ2773* NAD 83(2011) EPOCH   -  2010.00
 AQ2773* NAVD 88 ORTHO HEIGHT -     5.316 (meters)       17.44  (feet) ADJUSTED
 AQ2773  ______________________________________________________________________
 AQ2773  GEOID HEIGHT    -        -28.437 (meters)                     GEOID18
 AQ2773  NAD 83(2011) X  -    862,183.744 (meters)                     COMP
 AQ2773  NAD 83(2011) Y  - -5,500,785.203 (meters)                     COMP
 AQ2773  NAD 83(2011) Z  -  3,100,572.105 (meters)                     COMP
 AQ2773  LAPLACE CORR    -          0.22  (seconds)                    DEFLEC18
 AQ2773  DYNAMIC HEIGHT  -          5.309 (meters)       17.42  (feet) COMP
 AQ2773  MODELED GRAVITY -    979,278.2   (mgal)                       NAVD 88
 AQ2773
 AQ2773  VERT ORDER      -  FIRST     CLASS II
 AQ2773
 AQ2773  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ2773  Standards:
 AQ2773         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ2773            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ2773  -------------------------------------------------------------------
 AQ2773  NETWORK    1.54   2.33           0.65   0.61   1.19      0.12445472
 AQ2773  -------------------------------------------------------------------
 AQ2773  Click here for local accuracies and other accuracy information.
 AQ2773
 AQ2773.The horizontal coordinates were established by GPS observations
 AQ2773.and adjusted by the National Geodetic Survey in June 2012.
 AQ2773
 AQ2773.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ2773.been affixed to the stable North American tectonic plate. See 
 AQ2773.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ2773
 AQ2773.The horizontal coordinates are valid at the epoch date displayed above
 AQ2773.which is a decimal equivalence of Year/Month/Day.
 AQ2773
 AQ2773.The orthometric height was determined by differential leveling and
 AQ2773.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2773.in July 2011.
 AQ2773
 AQ2773.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2773.GEOID18 height accuracy estimate available here.
 AQ2773
 AQ2773.Click photographs - Photos may exist for this station.
 AQ2773
 AQ2773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2773
 AQ2773.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2773
 AQ2773.The ellipsoidal height was determined by GPS observations
 AQ2773.and is referenced to NAD 83.
 AQ2773
 AQ2773.The dynamic height is computed by dividing the NAVD 88
 AQ2773.geopotential number by the normal gravity value computed on the
 AQ2773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2773.degrees latitude (g = 980.6199 gals.).
 AQ2773
 AQ2773.The modeled gravity was interpolated from observed gravity values.
 AQ2773
 AQ2773. The following values were computed from the NAD 83(2011) position.
 AQ2773
 AQ2773;                    North         East     Units Scale Factor Converg.
 AQ2773;SPC FL E     -   547,579.813   191,056.929   MT  0.99994216   -0 02 42.0
 AQ2773;SPC FL E     - 1,796,518.10    626,825.94   sFT  0.99994216   -0 02 42.0
 AQ2773;UTM  17      - 3,238,524.962   491,059.980   MT  0.99960099   -0 02 42.0
 AQ2773
 AQ2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2773!SPC FL E     -   1.00000363  x   0.99994216  =   0.99994579
 AQ2773!UTM  17      -   1.00000363  x   0.99960099  =   0.99960462
 AQ2773
 AQ2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9105938524(NAD 83)
 AQ2773
 AQ2773                          SUPERSEDED SURVEY CONTROL
 AQ2773
 AQ2773  NAD 83(2007)-  29 16 32.19546(N)    081 05 31.31556(W) AD(2002.00) 0
 AQ2773  ELLIP H (02/10/07)  -23.084  (m)                       GP(2002.00)    
 AQ2773  NAD 83(1999)-  29 16 32.19578(N)    081 05 31.31562(W) AD(       ) 2
 AQ2773  ELLIP H (09/30/02)  -23.081  (m)                       GP(       ) 4 2
 AQ2773  NAD 83(1990)-  29 16 32.19518(N)    081 05 31.31579(W) AD(       ) 2
 AQ2773  ELLIP H (03/04/92)  -23.061  (m)                       GP(       ) 4 2
 AQ2773  NAVD 88 (05/04/04)    5.310  (m)           17.42   (f) SUPERSEDED  2 1
 AQ2773  NAVD 88 (03/04/92)    5.3    (m)  GEOID90  model used  GPS OBS        
 AQ2773
 AQ2773.Superseded values are not recommended for survey control.
 AQ2773
 AQ2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2773.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2773
 AQ2773_MARKER: DD = SURVEY DISK
 AQ2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2773_STAMPING: 79 90 GPS 5
 AQ2773_MARK LOGO: FLDT
 AQ2773_PROJECTION: RECESSED 18 CENTIMETERS
 AQ2773_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2773+STABILITY: SURFACE MOTION
 AQ2773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2773+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2022
 AQ2773
 AQ2773  HISTORY     - Date     Condition        Report By
 AQ2773  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2773  HISTORY     - 19990215 GOOD             FLDEP
 AQ2773  HISTORY     - 20050505 GOOD             FLDEP
 AQ2773  HISTORY     - 20221014 GOOD             GEOCAC
 AQ2773
 AQ2773                          STATION DESCRIPTION
 AQ2773
 AQ2773'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2773'THE STATION IS LOCATED IN THE CITY OF ORMAND BEACH, FL APPROXIMATELY
 AQ2773'.16 KM (0.10 MI) E OF THE INTERSECTION OF SR-40 AND OLD TOMOKA ROAD
 AQ2773'AND ALSO ABOUT 3.22 KM (2.00 MI) E  OF THE INTERSECTION OF SR-40 AND
 AQ2773'I-95. STATION IS NW AND ACROSS THE ROAD FROM THE TOMOKA ELEMENTARY
 AQ2773'SCHOOL ON THE N SHOULDER OF OLD TOMOKA ROAD WHICH PARALLELS SR-40 TO
 AQ2773'THE S
 AQ2773'TO REACH THE STATION FROM THE INTERSECTION OF SR-40 AND OLD TOMOKA
 AQ2773'ROAD, PROCEED SE FROM THE INTERSECTION ALONG OLD TOMOKA ROAD FOR .23
 AQ2773'KM (0.15 MI) AND THE STATION ON THE LEFT.
 AQ2773'THE STATION PROJECTS 5 CM ABOVE GROUND AND IS LOCATED APPROXIMATELY
 AQ2773'.76 M (2.5 FT) NNW OF THE N EDGE OF PAVEMENT, 22.7 M (74.5 FT) SW OF A
 AQ2773'POWER POLE WITH A WITNESS SIGN, 11.03 M (36.2 FT)  NW OF THE
 AQ2773'CENTERLINE OF OLD TOMOKA ROAD, 50.9 M (167.0 FT) SE OF THE CENTERLINE
 AQ2773'OF SR-40 (GRANADA BLVD) AND 23.47 M (77.0 FT) W OF A FIRE HYDRANT.
 AQ2773'DESCRIBED BY MAX CHERBONNEAUX
 AQ2773
 AQ2773                          STATION RECOVERY (1999)
 AQ2773
 AQ2773'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2773'THE MARK IS ABOUT 22.0 MI (35.4 KM) NORTHEAST OF BARBERVILLE, 1.0 MI
 AQ2773'(1.6 KM) SOUTHWEST OF ORMOND BEACH ON STATE ROAD 40 IN SECTION 20,
 AQ2773'TOWNSHIP 14 SOUTH, RANGE 32 EAST. TO REACH THE MARK FROM THE
 AQ2773'INTERSECTION OF INTERSTATE 95 OVERPASS AND STATE ROAD 40 (GRANADA
 AQ2773'BOULEVARD) ON THE WEST SIDE OF ORMOND BEACH, GO EASTERLY ON STATE ROAD
 AQ2773'40 FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF OLD TOMOKA ROAD ON THE
 AQ2773'RIGHT, TURN RIGHT ON OLD TOMOKA ROAD AND GO SOUTH THEN EAST FOR 0.1 MI
 AQ2773'(0.2 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 AQ2773'MONUMENT RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND
 AQ2773'OLD TOMOKA ROAD. LOCATED 122.0 FT (37.2 M) SOUTHEAST OF THE CENTERLINE
 AQ2773'OF THE EASTBOUND LANES OF STATE ROAD 40, 77.0 FT (23.5 M) WEST OF A
 AQ2773'FIRE HYDRANT, 34.0 FT (10.4 M) NORTHWEST OF THE CENTERLINE OF OLD
 AQ2773'TOMOKA ROAD AND 1.5 FT (0.5 M) SOUTHEAST OF A DOT METAL WITNESS POST.
 AQ2773
 AQ2773                          STATION RECOVERY (2005)
 AQ2773
 AQ2773'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AQ2773'RECOVERED IN GOOD CONDITION.
 AQ2773
 AQ2773                          STATION RECOVERY (2022)
 AQ2773
 AQ2773'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AQ2773'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2772 ***********************************************************************
 AQ2772  DESIGNATION -  79 90 GPS 6
 AQ2772  PID         -  AQ2772
 AQ2772  STATE/COUNTY-  FL/VOLUSIA
 AQ2772  COUNTRY     -  US
 AQ2772  USGS QUAD   -  ORMOND BEACH (2018)
 AQ2772
 AQ2772                         *CURRENT SURVEY CONTROL
 AQ2772  ______________________________________________________________________
 AQ2772* NAD 83(2011) POSITION- 29 17 19.55789(N) 081 02 56.57531(W)   ADJUSTED
 AQ2772* NAD 83(2011) ELLIP HT-   -27.567 (meters)        (06/27/12)   ADJUSTED
 AQ2772* NAD 83(2011) EPOCH   -  2010.00
 AQ2772* NAVD 88 ORTHO HEIGHT -     0.9   (meters)        3.    (feet) GPS OBS
 AQ2772  ______________________________________________________________________
 AQ2772  NAVD 88 orthometric height was determined with geoid model    GEOID90
 AQ2772  GEOID HEIGHT    -        -29.180 (meters)                     GEOID90
 AQ2772  GEOID HEIGHT    -        -28.450 (meters)                     GEOID18
 AQ2772  NAD 83(2011) X  -    866,198.604 (meters)                     COMP
 AQ2772  NAD 83(2011) Y  - -5,499,428.455 (meters)                     COMP
 AQ2772  NAD 83(2011) Z  -  3,101,841.833 (meters)                     COMP
 AQ2772  LAPLACE CORR    -         -0.04  (seconds)                    DEFLEC18
 AQ2772
 AQ2772  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ2772  Standards:
 AQ2772         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ2772            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ2772  -------------------------------------------------------------------
 AQ2772  NETWORK    2.08   2.74           0.81   0.88   1.40      0.23352646
 AQ2772  -------------------------------------------------------------------
 AQ2772  Click here for local accuracies and other accuracy information.
 AQ2772
 AQ2772.The horizontal coordinates were established by GPS observations
 AQ2772.and adjusted by the National Geodetic Survey in June 2012.
 AQ2772
 AQ2772.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ2772.been affixed to the stable North American tectonic plate. See 
 AQ2772.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ2772
 AQ2772.The horizontal coordinates are valid at the epoch date displayed above
 AQ2772.which is a decimal equivalence of Year/Month/Day.
 AQ2772
 AQ2772.The orthometric height was determined by GPS observations and a
 AQ2772.high-resolution geoid model.
 AQ2772
 AQ2772.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2772.GEOID18 height accuracy estimate available here.
 AQ2772
 AQ2772.Click photographs - Photos may exist for this station.
 AQ2772
 AQ2772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2772
 AQ2772.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2772
 AQ2772.The ellipsoidal height was determined by GPS observations
 AQ2772.and is referenced to NAD 83.
 AQ2772
 AQ2772. The following values were computed from the NAD 83(2011) position.
 AQ2772
 AQ2772;                    North         East     Units Scale Factor Converg.
 AQ2772;SPC FL E     -   549,035.457   195,234.372   MT  0.99994146   -0 01 26.4
 AQ2772;SPC FL E     - 1,801,293.83    640,531.44   sFT  0.99994146   -0 01 26.4
 AQ2772;UTM  17      - 3,239,980.110   495,235.998   MT  0.99960028   -0 01 26.4
 AQ2772
 AQ2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2772!SPC FL E     -   1.00000433  x   0.99994146  =   0.99994579
 AQ2772!UTM  17      -   1.00000433  x   0.99960028  =   0.99960461
 AQ2772
 AQ2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9523539980(NAD 83)
 AQ2772
 AQ2772                          SUPERSEDED SURVEY CONTROL
 AQ2772
 AQ2772  NAD 83(2007)-  29 17 19.55796(N)    081 02 56.57602(W) AD(2002.00) 0
 AQ2772  ELLIP H (02/10/07)  -27.539  (m)                       GP(2002.00)    
 AQ2772  NAD 83(1999)-  29 17 19.55821(N)    081 02 56.57614(W) AD(       ) 2
 AQ2772  ELLIP H (09/30/02)  -27.545  (m)                       GP(       ) 4 2
 AQ2772  NAD 83(1990)-  29 17 19.55785(N)    081 02 56.57674(W) AD(       ) 2
 AQ2772  ELLIP H (03/04/92)  -27.531  (m)                       GP(       ) 4 2
 AQ2772
 AQ2772.Superseded values are not recommended for survey control.
 AQ2772
 AQ2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2772.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2772
 AQ2772_MARKER: DD = SURVEY DISK
 AQ2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2772_STAMPING: 79 90 GPS 6
 AQ2772_MARK LOGO: FLDT
 AQ2772_PROJECTION: RECESSED 8 CENTIMETERS
 AQ2772_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2772+STABILITY: SURFACE MOTION
 AQ2772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2772+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2026
 AQ2772
 AQ2772  HISTORY     - Date     Condition        Report By
 AQ2772  HISTORY     - 1990     MONUMENTED       FLDT
 AQ2772  HISTORY     - 20260413 GOOD             GEOCAC
 AQ2772
 AQ2772                          STATION DESCRIPTION
 AQ2772
 AQ2772'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1990
 AQ2772'THE STATION IS LOCATED IN THE CITY OF ORMAND BEACH, FL, AT THE EAST
 AQ2772'END OF THE SR-40 BRIDGE OVER THE HALIFAX RIVER ON THE NORTH SIDE OF
 AQ2772'SR-40 APPROXIMATELY 1.61 KM (1.00 MI) E OF US-1 AND ABOUT 1.61 KM
 AQ2772'(1.00 MI) W OF A1A AND THE ATLANTIC OCEAN.
 AQ2772'THE STATION PROJECTS 2 CM ABOVE GROUND AND IS LOCATED APPROXIMATELY
 AQ2772'.73 M (2.4 FT) ENE OF A WITNESS SIGN ON A METAL GUARD RAIL, 8.53 M
 AQ2772'(28.0 FT) SW OF THE E END OF A CONCRETE SEAWALL, .91 M (3.0 FT) SSE OF
 AQ2772'S EDGE OF CONCRETE SEAWALL AND 1.52 M (5.0 FT) ENE OF EDGE OF RIP RAP.
 AQ2772'DESCRIBED BY MAX CHERBONNEAUX
 AQ2772
 AQ2772                          STATION RECOVERY (2026)
 AQ2772
 AQ2772'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ2772'WITNESS SIGN IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2782 ***********************************************************************
 AQ2782  DESIGNATION -  79 91 GPS1
 AQ2782  PID         -  AQ2782
 AQ2782  STATE/COUNTY-  FL/VOLUSIA
 AQ2782  COUNTRY     -  US
 AQ2782  USGS QUAD   -  DELAND (2018)
 AQ2782
 AQ2782                         *CURRENT SURVEY CONTROL
 AQ2782  ______________________________________________________________________
 AQ2782* NAD 83(2011) POSITION- 29 01 39.95434(N) 081 19 27.57989(W)   ADJUSTED
 AQ2782* NAD 83(2011) ELLIP HT-    -3.944 (meters)        (06/27/12)   ADJUSTED
 AQ2782* NAD 83(2011) EPOCH   -  2010.00
 AQ2782* NAVD 88 ORTHO HEIGHT -    24.099 (meters)       79.06  (feet) ADJUSTED
 AQ2782  ______________________________________________________________________
 AQ2782  GEOID HEIGHT    -        -28.055 (meters)                     GEOID18
 AQ2782  NAD 83(2011) X  -    841,895.751 (meters)                     COMP
 AQ2782  NAD 83(2011) Y  - -5,517,480.572 (meters)                     COMP
 AQ2782  NAD 83(2011) Z  -  3,076,590.455 (meters)                     COMP
 AQ2782  LAPLACE CORR    -          0.14  (seconds)                    DEFLEC18
 AQ2782  DYNAMIC HEIGHT  -         24.065 (meters)       78.95  (feet) COMP
 AQ2782  MODELED GRAVITY -    979,250.8   (mgal)                       NAVD 88
 AQ2782
 AQ2782  VERT ORDER      -  SECOND    CLASS I
 AQ2782
 AQ2782  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ2782  Standards:
 AQ2782         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ2782            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ2782  -------------------------------------------------------------------
 AQ2782  NETWORK    1.68   2.61           0.65   0.72   1.33      0.14594138
 AQ2782  -------------------------------------------------------------------
 AQ2782  Click here for local accuracies and other accuracy information.
 AQ2782
 AQ2782.The horizontal coordinates were established by GPS observations
 AQ2782.and adjusted by the National Geodetic Survey in June 2012.
 AQ2782
 AQ2782.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ2782.been affixed to the stable North American tectonic plate. See 
 AQ2782.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ2782
 AQ2782.The horizontal coordinates are valid at the epoch date displayed above
 AQ2782.which is a decimal equivalence of Year/Month/Day.
 AQ2782
 AQ2782.The orthometric height was determined by differential leveling and
 AQ2782.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2782.in April 2001.
 AQ2782
 AQ2782.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2782.GEOID18 height accuracy estimate available here.
 AQ2782
 AQ2782.Click photographs - Photos may exist for this station.
 AQ2782
 AQ2782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2782
 AQ2782.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2782
 AQ2782.The ellipsoidal height was determined by GPS observations
 AQ2782.and is referenced to NAD 83.
 AQ2782
 AQ2782.The dynamic height is computed by dividing the NAVD 88
 AQ2782.geopotential number by the normal gravity value computed on the
 AQ2782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2782.degrees latitude (g = 980.6199 gals.).
 AQ2782
 AQ2782.The modeled gravity was interpolated from observed gravity values.
 AQ2782
 AQ2782. The following values were computed from the NAD 83(2011) position.
 AQ2782
 AQ2782;                    North         East     Units Scale Factor Converg.
 AQ2782;SPC FL E     -   520,150.621   168,408.076   MT  0.99995349   -0 09 26.6
 AQ2782;SPC FL E     - 1,706,527.50    552,518.83   sFT  0.99995349   -0 09 26.6
 AQ2782;UTM  17      - 3,211,105.129   468,418.855   MT  0.99961231   -0 09 26.6
 AQ2782
 AQ2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2782!SPC FL E     -   1.00000062  x   0.99995349  =   0.99995411
 AQ2782!UTM  17      -   1.00000062  x   0.99961231  =   0.99961293
 AQ2782
 AQ2782:                Primary Azimuth Mark                     Grid Az
 AQ2782:SPC FL E     -  79 91 GPS2                               177 10 42.2
 AQ2782:UTM  17      -  79 91 GPS2                               177 10 42.2
 AQ2782
 AQ2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN6841811105(NAD 83)
 AQ2782
 AQ2782|---------------------------------------------------------------------|
 AQ2782| PID    Reference Object                     Distance      Geod. Az  |
 AQ2782|                                                           dddmmss.s |
 AQ2782| AQ2783 79 91 GPS2                          APPROX. 0.9 KM 1770115.6 |
 AQ2782|---------------------------------------------------------------------|
 AQ2782
 AQ2782                          SUPERSEDED SURVEY CONTROL
 AQ2782
 AQ2782  NAD 83(2007)-  29 01 39.95443(N)    081 19 27.58049(W) AD(2002.00) 0
 AQ2782  ELLIP H (02/10/07)   -3.920  (m)                       GP(2002.00)    
 AQ2782  NAD 83(1999)-  29 01 39.95461(N)    081 19 27.58051(W) AD(       ) 1
 AQ2782  ELLIP H (07/06/01)   -3.930  (m)                       GP(       ) 4 2
 AQ2782  NAD 83(1990)-  29 01 39.95376(N)    081 19 27.57984(W) AD(       ) 1
 AQ2782  ELLIP H (09/25/92)   -3.861  (m)                       GP(       ) 4 1
 AQ2782  NGVD 29 (09/25/92)   24.5    (m)  GEOID90  model used  GPS OBS        
 AQ2782
 AQ2782.Superseded values are not recommended for survey control.
 AQ2782
 AQ2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2782.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2782
 AQ2782_MARKER: DD = SURVEY DISK
 AQ2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2782_STAMPING: 79 91 GPS1
 AQ2782_MARK LOGO: FLDT
 AQ2782_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2782+STABILITY: SURFACE MOTION
 AQ2782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2782+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2005
 AQ2782
 AQ2782  HISTORY     - Date     Condition        Report By
 AQ2782  HISTORY     - 1991     MONUMENTED       FLDT
 AQ2782  HISTORY     - 19971215 GOOD             FLDEP
 AQ2782  HISTORY     - 20050615 GOOD             GEOCAC
 AQ2782
 AQ2782                          STATION DESCRIPTION
 AQ2782
 AQ2782'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AQ2782'THE STATION IS LOCATED IN DELAND,FLORIDA, ALONG STATE ROAD 44.
 AQ2782'THE STATION IS AT THE SOUTHWEST CORNER OF THE INTERSECTION OF STATE
 AQ2782'ROAD 15A AND STATE ROAD 44 IN FRONT OF A CUMBERLAND FARMS CONVENIENCE
 AQ2782'STORE.
 AQ2782'THE STATION IS FLUSH WITH THE GROUND. LOCATED 29.63 M (97.2 FT)
 AQ2782'NORTHEASTERLY OF THE NORTHEAST CORNER OF A 1 STORY MASONRY BUILDING
 AQ2782'(CUMBERLAND FARMS STORE), 16.76 M (55.0 FT) SOUTHERLY OF THE
 AQ2782'CENTERLINE OF PAVEMENT OF STATE ROAD 44, 11.43 M (37.5 FT) WESTERLY
 AQ2782'OF THE CENTERLINE OF PAVEMENT FOR STATE ROAD 15A, AND 0.70 M (2.3 FT)
 AQ2782'WESTERLY OF A CONCRETE SIDEWALK.
 AQ2782
 AQ2782                          STATION RECOVERY (1997)
 AQ2782
 AQ2782'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (LGB)
 AQ2782'RECOVERED IN GOOD CONDITION WITH THIS ADDITION, THE MARK CAN ALSO BE
 AQ2782'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 17, 92 AND STATE ROAD 15A
 AQ2782'IN DELAND, GO NORTHWEST ON STATE ROAD 15A FOR 2.75 MI (4.43 KM) TO THE
 AQ2782'INTERSECTION OF STATE ROAD 44 AND THE MARK ON THE LEFT, IN FRONT OF A
 AQ2782'CUMBERLAND FARMS CONVENIENCE STORE.
 AQ2782
 AQ2782                          STATION RECOVERY (2005)
 AQ2782
 AQ2782'RECOVERY NOTE BY GEOCACHING 2005 (TWM)
 AQ2782'IN DESCRIPTION, CUMBERLAND FARMS IS NOW A HESS FOOD MART.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2783 ***********************************************************************
 AQ2783  DESIGNATION -  79 91 GPS2
 AQ2783  PID         -  AQ2783
 AQ2783  STATE/COUNTY-  FL/VOLUSIA
 AQ2783  COUNTRY     -  US
 AQ2783  USGS QUAD   -  DELAND (2018)
 AQ2783
 AQ2783                         *CURRENT SURVEY CONTROL
 AQ2783  ______________________________________________________________________
 AQ2783* NAD 83(2011) POSITION- 29 01 11.96971(N) 081 19 25.92301(W)   ADJUSTED
 AQ2783* NAD 83(2011) ELLIP HT-    -3.584 (meters)        (06/27/12)   ADJUSTED
 AQ2783* NAD 83(2011) EPOCH   -  2010.00
 AQ2783* NAVD 88 ORTHO HEIGHT -    24.456 (meters)       80.24  (feet) ADJUSTED
 AQ2783  ______________________________________________________________________
 AQ2783  GEOID HEIGHT    -        -28.043 (meters)                     GEOID18
 AQ2783  NAD 83(2011) X  -    842,003.177 (meters)                     COMP
 AQ2783  NAD 83(2011) Y  - -5,517,887.356 (meters)                     COMP
 AQ2783  NAD 83(2011) Z  -  3,075,837.245 (meters)                     COMP
 AQ2783  LAPLACE CORR    -          0.11  (seconds)                    DEFLEC18
 AQ2783  DYNAMIC HEIGHT  -         24.422 (meters)       80.12  (feet) COMP
 AQ2783  MODELED GRAVITY -    979,250.7   (mgal)                       NAVD 88
 AQ2783
 AQ2783  VERT ORDER      -  SECOND    CLASS I
 AQ2783
 AQ2783  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ2783  Standards:
 AQ2783         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ2783            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ2783  -------------------------------------------------------------------
 AQ2783  NETWORK    1.67   2.61           0.65   0.71   1.33      0.14542021
 AQ2783  -------------------------------------------------------------------
 AQ2783  Click here for local accuracies and other accuracy information.
 AQ2783
 AQ2783.The horizontal coordinates were established by GPS observations
 AQ2783.and adjusted by the National Geodetic Survey in June 2012.
 AQ2783
 AQ2783.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ2783.been affixed to the stable North American tectonic plate. See 
 AQ2783.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ2783
 AQ2783.The horizontal coordinates are valid at the epoch date displayed above
 AQ2783.which is a decimal equivalence of Year/Month/Day.
 AQ2783
 AQ2783.The orthometric height was determined by differential leveling and
 AQ2783.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2783.in April 2001.
 AQ2783
 AQ2783.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2783.GEOID18 height accuracy estimate available here.
 AQ2783
 AQ2783.Click photographs - Photos may exist for this station.
 AQ2783
 AQ2783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ2783
 AQ2783.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ2783
 AQ2783.The ellipsoidal height was determined by GPS observations
 AQ2783.and is referenced to NAD 83.
 AQ2783
 AQ2783.The dynamic height is computed by dividing the NAVD 88
 AQ2783.geopotential number by the normal gravity value computed on the
 AQ2783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2783.degrees latitude (g = 980.6199 gals.).
 AQ2783
 AQ2783.The modeled gravity was interpolated from observed gravity values.
 AQ2783
 AQ2783. The following values were computed from the NAD 83(2011) position.
 AQ2783
 AQ2783;                    North         East     Units Scale Factor Converg.
 AQ2783;SPC FL E     -   519,288.956   168,450.545   MT  0.99995345   -0 09 25.6
 AQ2783;SPC FL E     - 1,703,700.52    552,658.16   sFT  0.99995345   -0 09 25.6
 AQ2783;UTM  17      - 3,210,243.758   468,461.309   MT  0.99961227   -0 09 25.6
 AQ2783
 AQ2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ2783!SPC FL E     -   1.00000056  x   0.99995345  =   0.99995401
 AQ2783!UTM  17      -   1.00000056  x   0.99961227  =   0.99961283
 AQ2783
 AQ2783:                Primary Azimuth Mark                     Grid Az
 AQ2783:SPC FL E     -  79 91 GPS1                               357 10 42.0
 AQ2783:UTM  17      -  79 91 GPS1                               357 10 42.0
 AQ2783
 AQ2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN6846110243(NAD 83)
 AQ2783
 AQ2783|---------------------------------------------------------------------|
 AQ2783| PID    Reference Object                     Distance      Geod. Az  |
 AQ2783|                                                           dddmmss.s |
 AQ2783| AQ2782 79 91 GPS1                          APPROX. 0.9 KM 3570116.4 |
 AQ2783|---------------------------------------------------------------------|
 AQ2783
 AQ2783                          SUPERSEDED SURVEY CONTROL
 AQ2783
 AQ2783  NAD 83(2007)-  29 01 11.96980(N)    081 19 25.92361(W) AD(2002.00) 0
 AQ2783  ELLIP H (02/10/07)   -3.560  (m)                       GP(2002.00)    
 AQ2783  NAD 83(1999)-  29 01 11.96998(N)    081 19 25.92362(W) AD(       ) 1
 AQ2783  ELLIP H (07/06/01)   -3.570  (m)                       GP(       ) 4 2
 AQ2783  NAD 83(1990)-  29 01 11.96913(N)    081 19 25.92295(W) AD(       ) 1
 AQ2783  ELLIP H (09/25/92)   -3.501  (m)                       GP(       ) 4 1
 AQ2783  NGVD 29 (09/25/92)   24.8    (m)  GEOID90  model used  GPS OBS        
 AQ2783
 AQ2783.Superseded values are not recommended for survey control.
 AQ2783
 AQ2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2783.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2783
 AQ2783_MARKER: DD = SURVEY DISK
 AQ2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2783_STAMPING: 79 91 GPS2
 AQ2783_MARK LOGO: FLDT
 AQ2783_PROJECTION: FLUSH
 AQ2783_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2783+STABILITY: SURFACE MOTION
 AQ2783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2783+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2024
 AQ2783
 AQ2783  HISTORY     - Date     Condition        Report By
 AQ2783  HISTORY     - 1991     MONUMENTED       FLDT
 AQ2783  HISTORY     - 19971215 GOOD             FLDEP
 AQ2783  HISTORY     - 20180221 GOOD             USPSQD
 AQ2783  HISTORY     - 20231218 GOOD             PICKET
 AQ2783  HISTORY     - 20240207 GOOD             INDIV
 AQ2783
 AQ2783                          STATION DESCRIPTION
 AQ2783
 AQ2783'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AQ2783'THE STATION IS LOCATED IN DELAND,FLORIDA, ALONG STATE ROAD 44.
 AQ2783'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 15A AND
 AQ2783'STATEROAD 44 GO SOUTH 0.84 KM (0.50 MI) TO THE STATION ON THE LEFT IN
 AQ2783'FRONTOF SUPER DISCOUNT SUPPLY.
 AQ2783'THE STATION IS FLUSH WITH THE GROUND. LOCATED 17.43 M (57.2 FT)
 AQ2783'NORTHWESTERLY OF THE SOUTHWEST CORNER OF A 1 STORY MASONRY BUILDING
 AQ2783'(SUPER DISCOUNT SUPPLY), 14.72 M (48.3 FT) NORTHERLY OF THE SIGN BASE
 AQ2783'FOR DISCOUNT SUPPLY, 10.36 M (34.0 FT) EASTERLY OF THE CENTERLINE OF
 AQ2783'PAVEMENT FOR STATE ROAD 15A, AND 0.37 M (1.2 FT) WESTERLY OF A
 AQ2783'CONCRETE SIDEWALK.
 AQ2783
 AQ2783                          STATION RECOVERY (1997)
 AQ2783
 AQ2783'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (LGB)
 AQ2783'RECOVERED IN GOOD CONDITION WITH THIS ADDITION, THE MARK CAN ALSO BE
 AQ2783'REACHED FROM THE JUNCTION OF U.S. HIGHWAYS 17, 92 AND STATE ROAD 15A
 AQ2783'IN DELAND, GO NORTHWEST ON STATE ROAD 15A FOR 2.2 MI (3.5 KM) TO THE
 AQ2783'MARK ON THE RIGHT, IN FRONT OF A SUPER DISCOUNT SUPPLY.
 AQ2783
 AQ2783                          STATION RECOVERY (2018)
 AQ2783
 AQ2783'RECOVERY NOTE BY US POWER SQUADRON 2018 (TJH)
 AQ2783'RECOVERED IN GOOD CONDITION.
 AQ2783
 AQ2783                          STATION RECOVERY (2023)
 AQ2783
 AQ2783'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2023 (JF)
 AQ2783'RECOVERED IN GOOD CONDITION.
 AQ2783
 AQ2783                          STATION RECOVERY (2024)
 AQ2783
 AQ2783'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (STH)
 AQ2783'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BE0433 ***********************************************************************
 BE0433  DESIGNATION -  79 JWM USGS
 BE0433  PID         -  BE0433
 BE0433  STATE/COUNTY-  FL/JACKSON
 BE0433  COUNTRY     -  US
 BE0433  USGS QUAD   -  SNEADS (2018)
 BE0433
 BE0433                         *CURRENT SURVEY CONTROL
 BE0433  ______________________________________________________________________
 BE0433* NAD 83(1986) POSITION- 30 42 27.     (N) 084 55 29.     (W)   SCALED
 BE0433* NAVD 88 ORTHO HEIGHT -    35.178 (meters)      115.41  (feet) ADJUSTED
 BE0433  ______________________________________________________________________
 BE0433  GEOID HEIGHT    -        -28.280 (meters)                     GEOID18
 BE0433  DYNAMIC HEIGHT  -         35.132 (meters)      115.26  (feet) COMP
 BE0433  MODELED GRAVITY -    979,336.1   (mgal)                       NAVD 88
 BE0433
 BE0433  VERT ORDER      -  FIRST     CLASS II
 BE0433
 BE0433.The horizontal coordinates were scaled from a map and have
 BE0433.an estimated accuracy of +/- 6 seconds.
 BE0433
 BE0433.The orthometric height was determined by differential leveling and
 BE0433.adjusted by the NATIONAL GEODETIC SURVEY
 BE0433.in June 1991.
 BE0433
 BE0433.Significant digits in the geoid height do not necessarily reflect accuracy.
 BE0433.GEOID18 height accuracy estimate available here.
 BE0433
 BE0433.Click photographs - Photos may exist for this station.
 BE0433
 BE0433.The dynamic height is computed by dividing the NAVD 88
 BE0433.geopotential number by the normal gravity value computed on the
 BE0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BE0433.degrees latitude (g = 980.6199 gals.).
 BE0433
 BE0433.The modeled gravity was interpolated from observed gravity values.
 BE0433
 BE0433;                    North         East    Units  Estimated Accuracy
 BE0433;SPC FL N     -   189,350.      559,310.      MT  (+/- 180 meters Scaled)
 BE0433
 BE0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFU987990(NAD 83)
 BE0433
 BE0433                          SUPERSEDED SURVEY CONTROL
 BE0433
 BE0433  NGVD 29 (??/??/92)   35.330  (m)          115.91   (f) ADJ UNCH    1 2
 BE0433
 BE0433.Superseded values are not recommended for survey control.
 BE0433
 BE0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE0433.See file dsdata.pdf to determine how the superseded data were derived.
 BE0433
 BE0433_MARKER: DD = SURVEY DISK
 BE0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE0433_STAMPING: 79 JWM 1951 116
 BE0433_PROJECTION: PROJECTING 7 CENTIMETERS
 BE0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE0433+STABILITY: SURFACE MOTION
 BE0433
 BE0433  HISTORY     - Date     Condition        Report By
 BE0433  HISTORY     - 1951     MONUMENTED       USGS
 BE0433  HISTORY     - 1953     GOOD             CGS
 BE0433  HISTORY     - 1954     GOOD             CGS
 BE0433  HISTORY     - 1981     MARK NOT FOUND   NGS
 BE0433
 BE0433                          STATION DESCRIPTION
 BE0433
 BE0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BE0433'AT SNEADS.
 BE0433'AT SNEADS, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 26 FEET
 BE0433'NORTH OF NORTH RAIL, 50 FEET WEST OF NORTHWEST CORNER OF THE
 BE0433'STATION, 167 FEET WEST OF CENTER OF CROSSING OF A NORTH-SOUTH
 BE0433'STREET, 45 FEET SOUTH OF SOUTHEAST CORNER OF 2-STORY CONCRETE
 BE0433'BLOCK BUILDING (JAIL DOWNSTAIRS AND LIVING QUARTERS UPSTAIRS),
 BE0433'3 FEET SOUTH OF A TELEPHONE POLE, ABOUT 1/2 FOOT ABOVE TOP OF
 BE0433'RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BE0433
 BE0433                          STATION RECOVERY (1954)
 BE0433
 BE0433'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 BE0433'RECOVERED IN GOOD CONDITION.
 BE0433
 BE0433                          STATION RECOVERY (1981)
 BE0433
 BE0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BE0433'SEARCHED FOR AND NOT RECOVERED, FILL AND ROCK NOW AT THE LOCATION
 BE0433'METAL DETECTOR WAS USED IN THE SEARCH FOR THIS MARK WITH NO RESULT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6687 ***********************************************************************
 DK6687  DESIGNATION -  790172 SR 44
 DK6687  PID         -  DK6687
 DK6687  STATE/COUNTY-  FL/VOLUSIA
 DK6687  COUNTRY     -  US
 DK6687  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DK6687
 DK6687                         *CURRENT SURVEY CONTROL
 DK6687  ______________________________________________________________________
 DK6687* NAD 83(1986) POSITION- 29 02 17.32   (N) 080 54 29.65   (W)   HD_HELD1
 DK6687* NAVD 88 ORTHO HEIGHT -     6.572 (meters)       21.56  (feet) ADJUSTED
 DK6687  ______________________________________________________________________
 DK6687  GEOID HEIGHT    -        -28.246 (meters)                     GEOID18
 DK6687  DYNAMIC HEIGHT  -          6.563 (meters)       21.53  (feet) COMP
 DK6687  MODELED GRAVITY -    979,262.7   (mgal)                       NAVD 88
 DK6687
 DK6687  VERT ORDER      -  FIRST     CLASS II
 DK6687
 DK6687.The horizontal coordinates were determined by differentially corrected
 DK6687.hand held GPS observations or other comparable positioning techniques
 DK6687.and have an estimated accuracy of +/- 3 meters.
 DK6687
 DK6687.The orthometric height was determined by differential leveling and
 DK6687.adjusted by the NATIONAL GEODETIC SURVEY
 DK6687.in April 2009.
 DK6687
 DK6687.No vertical observational check was made to the station.
 DK6687
 DK6687.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6687.GEOID18 height accuracy estimate available here.
 DK6687
 DK6687.Click photographs - Photos may exist for this station.
 DK6687
 DK6687.The dynamic height is computed by dividing the NAVD 88
 DK6687.geopotential number by the normal gravity value computed on the
 DK6687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6687.degrees latitude (g = 980.6199 gals.).
 DK6687
 DK6687.The modeled gravity was interpolated from observed gravity values.
 DK6687
 DK6687;                    North         East    Units  Estimated Accuracy
 DK6687;SPC FL E     -   521,261.0     208,937.6     MT  (+/- 3 meters HH1 GPS) 
 DK6687
 DK6687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0893412215(NAD 83)
 DK6687
 DK6687                          SUPERSEDED SURVEY CONTROL
 DK6687
 DK6687.No superseded survey control is available for this station.
 DK6687
 DK6687_MARKER: DD = SURVEY DISK
 DK6687_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6687_SP_SET: BRIDGE RAIL
 DK6687_STAMPING: 790172 SR 44
 DK6687_MARK LOGO: FLDT
 DK6687_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6687+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2022
 DK6687
 DK6687  HISTORY     - Date     Condition        Report By
 DK6687  HISTORY     - UNK      MONUMENTED       FLDT
 DK6687  HISTORY     - 20060623 GOOD             FLDEP
 DK6687  HISTORY     - 20210319 GOOD             GEOCAC
 DK6687  HISTORY     - 20220201 GOOD             FLDEP
 DK6687
 DK6687                          STATION DESCRIPTION
 DK6687
 DK6687'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6687'THE MARK IS IN NEW SMYRNA BEACH, IN SECTION 9, TOWNSHIP 17 SOUTH,
 DK6687'RANGE 34 EAST.
 DK6687'
 DK6687'TO REACH THE MARK FROM STATE HIGHWAY 44 OVERPASS AND U.S. HIGHWAY 1
 DK6687'(DIXIE FREEWAY) IN  NEW SMYRNA BEACH, GO NORTH ON U.S. HIGHWAY 1
 DK6687'(DIXIE FREEWAY) FOR 0.35 MI TO THE  INTERSECTION OF WASHINGTON STREET,
 DK6687'TURN RIGHT ON WASHINGTON STREET AND GO EAST FOR  0.35 MI TO THE
 DK6687'INTERSECTION OF RIVERSIDE DRIVE, CONTINUE EAST ON WASHINGTON STREET
 DK6687'(NORTH CAUSEWAY, STATE HIGHWAY 44, FLAGLER AVENUE) FOR 1.1 MI TO THE
 DK6687'WEST END OF THE  BRIDGE NUMBER 790172 SPANNING THE INDIAN RIVER AND
 DK6687'THE MARK ON THE RIGHT, SET FLUSH IN  THE TOP OF THE CONCRETE BRIDGE
 DK6687'RAIL 2.8 FT ABOVE THE LEVEL OF STATE HIGHWAY 44.
 DK6687'
 DK6687'LOCATED ABOUT 200.0 FT EAST-NORTHEAST OF THE WEST END OF THE BRIDGE
 DK6687'RAIL, 24.0 FT SOUTH  OF THE CENTERLINE OF STATE HIGHWAY 44 AND 20.0 FT
 DK6687'NORTHEAST OF THE WEST END OF THE  BRIDGE RAIL ON THE SOUTH SIDE OF THE
 DK6687'BRIDGE WALKWAY (WITH AN ALUMINUM HANDRAIL ON  TOP).
 DK6687
 DK6687                          STATION RECOVERY (2021)
 DK6687
 DK6687'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DK6687'RECOVERED IN GOOD CONDITION.
 DK6687
 DK6687                          STATION RECOVERY (2022)
 DK6687
 DK6687'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (DLP)
 DK6687'RECOVERED AS DESCRIBED.
 DK6687'
 DK6687'NOTE-NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG6226 ***********************************************************************
 DG6226  DESIGNATION -  793
 DG6226  PID         -  DG6226
 DG6226  STATE/COUNTY-  FL/OSCEOLA
 DG6226  COUNTRY     -  US
 DG6226  USGS QUAD   -  NARCOOSSEE (2018)
 DG6226
 DG6226                         *CURRENT SURVEY CONTROL
 DG6226  ______________________________________________________________________
 DG6226* NAD 83(1986) POSITION- 28 15 29.8    (N) 081 11 19.3    (W)   HD_HELD2
 DG6226* NAVD 88 ORTHO HEIGHT -    21.640 (meters)       71.00  (feet) ADJUSTED
 DG6226  ______________________________________________________________________
 DG6226  GEOID HEIGHT    -        -28.060 (meters)                     GEOID18
 DG6226  DYNAMIC HEIGHT  -         21.608 (meters)       70.89  (feet) COMP
 DG6226  MODELED GRAVITY -    979,162.0   (mgal)                       NAVD 88
 DG6226
 DG6226  VERT ORDER      -  SECOND    CLASS I
 DG6226
 DG6226.The horizontal coordinates were established by autonomous hand held GPS
 DG6226.observations and have an estimated accuracy of +/- 10 meters.
 DG6226
 DG6226.The orthometric height was determined by differential leveling and
 DG6226.adjusted by the NATIONAL GEODETIC SURVEY
 DG6226.in September 2004.
 DG6226
 DG6226.No vertical observational check was made to the station.
 DG6226
 DG6226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG6226.GEOID18 height accuracy estimate available here.
 DG6226
 DG6226.Click photographs - Photos may exist for this station.
 DG6226
 DG6226.The dynamic height is computed by dividing the NAVD 88
 DG6226.geopotential number by the normal gravity value computed on the
 DG6226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG6226.degrees latitude (g = 980.6199 gals.).
 DG6226
 DG6226.The modeled gravity was interpolated from observed gravity values.
 DG6226
 DG6226;                    North         East    Units  Estimated Accuracy
 DG6226;SPC FL E     -   434,844.      181,485.      MT  (+/- 10 meters HH2 GPS)
 DG6226
 DG6226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM8149125828(NAD 83)
 DG6226
 DG6226                          SUPERSEDED SURVEY CONTROL
 DG6226
 DG6226.No superseded survey control is available for this station.
 DG6226
 DG6226_MARKER: DD = SURVEY DISK
 DG6226_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DG6226_SP_SET: HEADWALL
 DG6226_STAMPING: 793
 DG6226_MARK LOGO: SFLWMD
 DG6226_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG6226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG6226+STABILITY: SURFACE MOTION
 DG6226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG6226+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2024
 DG6226
 DG6226  HISTORY     - Date     Condition        Report By
 DG6226  HISTORY     - UNK      MONUMENTED       SFLWMD
 DG6226  HISTORY     - 20021204 GOOD             FLDEP
 DG6226  HISTORY     - 20240909 GOOD             GEOCAC
 DG6226
 DG6226                          STATION DESCRIPTION
 DG6226
 DG6226'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG6226'THE MARK IS ABOUT 10.5 MI NORTHWEST OF HOLOPAW, 0.5 MI WEST OF PINE
 DG6226'GROVE, IN SECTION 2,  TOWNSHIP 26 SOUTH, RANGE 31 EAST.
 DG6226'
 DG6226'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 192, 441 (13TH
 DG6226'STREET) AND COUNTY  ROAD 523 (VERMONT AVENUE, CANOE CREEK ROAD) IN ST.
 DG6226'CLOUD, GO EAST ON U.S. HIGHWAY 192, 441  (13TH STREET, EAST BRONSON
 DG6226'HIGHWAY) FOR 3.0 MI TO THE INTERSECTION OF STATE ROAD 15,  CONTINUE
 DG6226'EAST ON U.S. HIGHWAY 192, 441 (BRONSON HIGHWAY) FOR 2.55 MI TO THE
 DG6226'JUNCTION OF  PINE GROVE ROAD ON THE LEFT, TURN LEFT ON PINE GROVE ROAD
 DG6226'AND GO NORTHEAST FOR 1.3 MI  TO THE JUNCTION OF BASS HIGHWAY ON THE
 DG6226'RIGHT, TURN RIGHT ON BASS HIGHWAY AND GO EAST  FOR 0.35 MI TO CANAL
 DG6226'C-32F AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE
 DG6226'SOUTHWEST END OF THE HEADWALL UNDER BASS HIGHWAY 0.4 FT BELOW THE
 DG6226'LEVEL OF BASS  HIGHWAY.
 DG6226'
 DG6226'LOCATED 24.0 FT WEST OF THE APPROXIMATE CENTERLINE OF THE CANAL, 23.5
 DG6226'FT SOUTH OF THE  CENTERLINE OF BASS HIGHWAY, 0.7 FT SOUTH OF A METAL
 DG6226'GUARD RAIL AND 0.3 FT EAST OF THE  SOUTHWEST CORNER OF THE HEADWALL.
 DG6226
 DG6226                          STATION RECOVERY (2024)
 DG6226
 DG6226'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DG6226'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3072 ***********************************************************************
 DQ3072  DESIGNATION -  793583 A
 DQ3072  PID         -  DQ3072
 DQ3072  STATE/COUNTY-  FL/POLK
 DQ3072  COUNTRY     -  US
 DQ3072  USGS QUAD   -  BABSON PARK (2018)
 DQ3072
 DQ3072                         *CURRENT SURVEY CONTROL
 DQ3072  ______________________________________________________________________
 DQ3072* NAD 83(1986) POSITION- 27 51 03.4    (N) 081 33 43.4    (W)   HD_HELD2
 DQ3072* NAVD 88 ORTHO HEIGHT -    33.926 (meters)      111.31  (feet) ADJUSTED
 DQ3072  ______________________________________________________________________
 DQ3072  GEOID HEIGHT    -        -26.455 (meters)                     GEOID18
 DQ3072  DYNAMIC HEIGHT  -         33.875 (meters)      111.14  (feet) COMP
 DQ3072  MODELED GRAVITY -    979,148.3   (mgal)                       NAVD 88
 DQ3072
 DQ3072  VERT ORDER      -  FIRST     CLASS II
 DQ3072
 DQ3072.The horizontal coordinates were established by autonomous hand held GPS
 DQ3072.observations and have an estimated accuracy of +/- 10 meters.
 DQ3072
 DQ3072.The orthometric height was determined by differential leveling and
 DQ3072.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3072.in October 2016.
 DQ3072
 DQ3072.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3072.GEOID18 height accuracy estimate available here.
 DQ3072
 DQ3072.Click photographs - Photos may exist for this station.
 DQ3072
 DQ3072.The dynamic height is computed by dividing the NAVD 88
 DQ3072.geopotential number by the normal gravity value computed on the
 DQ3072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3072.degrees latitude (g = 980.6199 gals.).
 DQ3072
 DQ3072.The modeled gravity was interpolated from observed gravity values.
 DQ3072
 DQ3072;                    North         East    Units  Estimated Accuracy
 DQ3072;SPC FL W     -   389,769.      243,134.      MT  (+/- 10 meters HH2 GPS)
 DQ3072
 DQ3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4466080817(NAD 83)
 DQ3072
 DQ3072                          SUPERSEDED SURVEY CONTROL
 DQ3072
 DQ3072.No superseded survey control is available for this station.
 DQ3072
 DQ3072_MARKER: DD = SURVEY DISK
 DQ3072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3072_STAMPING: 793583 A 2015
 DQ3072_MARK LOGO: SWFWMD
 DQ3072_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3072_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3072+STABILITY: SURFACE MOTION
 DQ3072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3072+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2018
 DQ3072
 DQ3072  HISTORY     - Date     Condition        Report By
 DQ3072  HISTORY     - 20150927 MONUMENTED       FLDEP
 DQ3072  HISTORY     - 20180918 GOOD             SWFWMD
 DQ3072
 DQ3072                          STATION DESCRIPTION
 DQ3072
 DQ3072'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3072'THE MARK IS ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF HESPERIDES, 3.8
 DQ3072'MI (6.1 KM) SOUTH-SOUTHEAST OF LAKE WALES, 2.8 MI (4.5 KM)
 DQ3072'WEST-NORTHWEST OF BABSON PARK, IN SECTION 19, TOWNSHIP 30 SOUTH, RANGE
 DQ3072'28 EAST.
 DQ3072'
 DQ3072'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 640 AND U.S.
 DQ3072'HIGHWAY 27 ABOUT 4.1 MI (6.6 KM) SOUTH OF LAKE WALES, GO EAST ON
 DQ3072'COUNTY ROAD 640 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROAD 17
 DQ3072'(SCENIC HIGHWAY).  CONTINUE EAST ON STATE ROAD 17 FOR 0.5 MI (0.8 KM)
 DQ3072'TO THE JUNCTION OF MUNCIE ROAD ON THE LEFT.  TURN LEFT ON MUNCIE ROAD
 DQ3072'AND GO NORTH FOR 0.5 MI (0.8 KM) TO A FORK IN THE ROAD.  TURN LEFT AND
 DQ3072'CONTINUE NORTHWEST AND NORTH ENTERING A COUNTY PARK FOR 0.1 MI (0.2
 DQ3072'KM) TO A BOAT RAMP AHEAD AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DQ3072'DRIVEN TO REFUSAL AT A DEPTH OF 39.0 FT (11.9 M) WITH A SURVEY DISK
 DQ3072'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DQ3072'1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DQ3072'GROUND.
 DQ3072'
 DQ3072'LOCATED 178.0 FT (54.3 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DQ3072'BOAT RAMP, 60.0 FT (18.3 M) SOUTHWEST OF SURVEY MARK 793583 B, 14.6 FT
 DQ3072'(4.5 M) EAST-NORTHEAST OF A 22-INCH (56 CM) DIAMETER LIVE OAK TREE,
 DQ3072'14.5 FT (4.4 M) SOUTHEAST OF THE CENTER OF A DITCH AND 2.0 FT (0.6 M)
 DQ3072'NORTH OF A CARSONITE WITNESS POST.
 DQ3072'
 DQ3072'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DQ3072'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DQ3072
 DQ3072                          STATION RECOVERY (2018)
 DQ3072
 DQ3072'RECOVERY NOTE BY SW FL WTR MGMT DIST 2018 (WJO)
 DQ3072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3073 ***********************************************************************
 DQ3073  DESIGNATION -  793583 B
 DQ3073  PID         -  DQ3073
 DQ3073  STATE/COUNTY-  FL/POLK
 DQ3073  COUNTRY     -  US
 DQ3073  USGS QUAD   -  BABSON PARK (2018)
 DQ3073
 DQ3073                         *CURRENT SURVEY CONTROL
 DQ3073  ______________________________________________________________________
 DQ3073* NAD 83(1986) POSITION- 27 51 03.8    (N) 081 33 43.0    (W)   HD_HELD2
 DQ3073* NAVD 88 ORTHO HEIGHT -    34.469 (meters)      113.09  (feet) ADJUSTED
 DQ3073  ______________________________________________________________________
 DQ3073  GEOID HEIGHT    -        -26.456 (meters)                     GEOID18
 DQ3073  DYNAMIC HEIGHT  -         34.418 (meters)      112.92  (feet) COMP
 DQ3073  MODELED GRAVITY -    979,148.3   (mgal)                       NAVD 88
 DQ3073
 DQ3073  VERT ORDER      -  FIRST     CLASS II
 DQ3073
 DQ3073.The horizontal coordinates were established by autonomous hand held GPS
 DQ3073.observations and have an estimated accuracy of +/- 10 meters.
 DQ3073
 DQ3073.The orthometric height was determined by differential leveling and
 DQ3073.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3073.in October 2016.
 DQ3073
 DQ3073.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3073.GEOID18 height accuracy estimate available here.
 DQ3073
 DQ3073.Click photographs - Photos may exist for this station.
 DQ3073
 DQ3073.The dynamic height is computed by dividing the NAVD 88
 DQ3073.geopotential number by the normal gravity value computed on the
 DQ3073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3073.degrees latitude (g = 980.6199 gals.).
 DQ3073
 DQ3073.The modeled gravity was interpolated from observed gravity values.
 DQ3073
 DQ3073;                    North         East    Units  Estimated Accuracy
 DQ3073;SPC FL W     -   389,781.      243,145.      MT  (+/- 10 meters HH2 GPS)
 DQ3073
 DQ3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML4467180829(NAD 83)
 DQ3073
 DQ3073                          SUPERSEDED SURVEY CONTROL
 DQ3073
 DQ3073.No superseded survey control is available for this station.
 DQ3073
 DQ3073_MARKER: DD = SURVEY DISK
 DQ3073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3073_STAMPING: 793583 B 2015
 DQ3073_MARK LOGO: SWFWMD
 DQ3073_PROJECTION: RECESSED 5 CENTIMETERS
 DQ3073_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3073+STABILITY: SURFACE MOTION
 DQ3073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3073+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2018
 DQ3073
 DQ3073  HISTORY     - Date     Condition        Report By
 DQ3073  HISTORY     - 20150927 MONUMENTED       FLDEP
 DQ3073  HISTORY     - 20180918 GOOD             SWFWMD
 DQ3073
 DQ3073                          STATION DESCRIPTION
 DQ3073
 DQ3073'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3073'THE MARK IS ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF HESPERIDES, 3.8
 DQ3073'MI (6.1 KM) SOUTH-SOUTHEAST OF LAKE WALES, 2.8 MI (4.5 KM)
 DQ3073'WEST-NORTHWEST OF BABSON PARK, IN SECTION 19, TOWNSHIP 30 SOUTH, RANGE
 DQ3073'28 EAST.
 DQ3073'
 DQ3073'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 640 AND U.S.
 DQ3073'HIGHWAY 27 ABOUT 4.1 MI (6.6 KM) SOUTH OF LAKE WALES, GO EAST ON
 DQ3073'COUNTY ROAD 640 FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF STATE ROAD 17
 DQ3073'(SCENIC HIGHWAY).  CONTINUE EAST ON STATE ROAD 17 FOR 0.5 MI (0.8 KM)
 DQ3073'TO THE JUNCTION OF MUNCIE ROAD ON THE LEFT.  TURN LEFT ON MUNCIE ROAD
 DQ3073'AND GO NORTH FOR 0.5 MI (0.8 KM) TO A FORK IN THE ROAD.  TURN LEFT AND
 DQ3073'CONTINUE NORTHWEST AND NORTH ENTERING A COUNTY PARK FOR 0.1 MI (0.2
 DQ3073'KM) TO A BOAT RAMP AHEAD AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DQ3073'DRIVEN TO REFUSAL AT A DEPTH OF 35.0 FT (10.7 M) WITH A SURVEY DISK
 DQ3073'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DQ3073'1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DQ3073'GROUND.
 DQ3073'
 DQ3073'LOCATED 239.5 FT (73.0 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DQ3073'BOAT RAMP, 75.6 FT (23.0 M) NORTHEAST OF A 22-INCH (56 CM) DIAMETER
 DQ3073'LIVE OAK TREE, 60.0 FT (18.3 M) NORTHEAST OF SURVEY MARK 793583 A AND
 DQ3073'1.7 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DQ3073'
 DQ3073'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DQ3073'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DQ3073
 DQ3073                          STATION RECOVERY (2018)
 DQ3073
 DQ3073'RECOVERY NOTE BY SW FL WTR MGMT DIST 2018 (WJO)
 DQ3073'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8272 ***********************************************************************
 AD8272  DESIGNATION -  799 M
 AD8272  PID         -  AD8272
 AD8272  STATE/COUNTY-  FL/PALM BEACH
 AD8272  COUNTRY     -  US
 AD8272  USGS QUAD   -  BELLE GLADE (2018)
 AD8272
 AD8272                         *CURRENT SURVEY CONTROL
 AD8272  ______________________________________________________________________
 AD8272* NAD 83(1986) POSITION- 26 40 59.8    (N) 080 42 47.0    (W)   HD_HELD2
 AD8272* NAVD 88 ORTHO HEIGHT -     7.613 (meters)       24.98  (feet) ADJUSTED
 AD8272  ______________________________________________________________________
 AD8272  GEOID HEIGHT    -        -25.033 (meters)                     GEOID18
 AD8272  DYNAMIC HEIGHT  -          7.601 (meters)       24.94  (feet) COMP
 AD8272  MODELED GRAVITY -    979,105.9   (mgal)                       NAVD 88
 AD8272
 AD8272  VERT ORDER      -  FIRST     CLASS II
 AD8272
 AD8272.The horizontal coordinates were established by autonomous hand held GPS
 AD8272.observations and have an estimated accuracy of +/- 10 meters.
 AD8272
 AD8272.The orthometric height was determined by differential leveling and
 AD8272.adjusted by the NATIONAL GEODETIC SURVEY
 AD8272.in September 1992.
 AD8272
 AD8272.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8272.GEOID18 height accuracy estimate available here.
 AD8272
 AD8272.Click photographs - Photos may exist for this station.
 AD8272
 AD8272.The dynamic height is computed by dividing the NAVD 88
 AD8272.geopotential number by the normal gravity value computed on the
 AD8272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8272.degrees latitude (g = 980.6199 gals.).
 AD8272
 AD8272.The modeled gravity was interpolated from observed gravity values.
 AD8272
 AD8272;                    North         East    Units  Estimated Accuracy
 AD8272;SPC FL E     -   260,345.      228,558.      MT  (+/- 10 meters HH2 GPS)
 AD8272
 AD8272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK2854851388(NAD 83)
 AD8272
 AD8272                          SUPERSEDED SURVEY CONTROL
 AD8272
 AD8272  NGVD 29 (09/01/92)    8.044  (m)           26.39   (f) ADJUSTED    1 2
 AD8272
 AD8272.Superseded values are not recommended for survey control.
 AD8272
 AD8272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8272.See file dsdata.pdf to determine how the superseded data were derived.
 AD8272
 AD8272_MARKER: DH = HORIZONTAL CONTROL DISK
 AD8272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD8272_STAMPING: 799 M
 AD8272_MARK LOGO: NGS
 AD8272_PROJECTION: RECESSED 10 CENTIMETERS
 AD8272_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8272+STABILITY: SURFACE MOTION
 AD8272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8272+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2025
 AD8272
 AD8272  HISTORY     - Date     Condition        Report By
 AD8272  HISTORY     - UNK      MONUMENTED       NGS
 AD8272  HISTORY     - 19920401 GOOD             NGS
 AD8272  HISTORY     - 20160403 GOOD             GEOCAC
 AD8272  HISTORY     - 20250717 GOOD             GEOCAC
 AD8272
 AD8272                          STATION DESCRIPTION
 AD8272
 AD8272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8272'2.1 KM (1.30 MI) NORTHERLY ALONG A PAVED ROAD (NORTHWEST 1ST AVENUE)
 AD8272'FROM THE POST OFFICE IN SOUTH BAY, 17.6 M (57.7 FT) SOUTHEAST OF
 AD8272'UTILITY POLE NUMBER 68P15 68 15, 6.0 M (19.7 FT) EAST OF THE
 AD8272'CENTERLINE OF THE ROAD, 2.5 M (8.2 FT) WEST OF A WITNESS POST, 0.3 M
 AD8272'(1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED
 AD8272'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AD8272
 AD8272                          STATION RECOVERY (2016)
 AD8272
 AD8272'RECOVERY NOTE BY GEOCACHING 2016 (KEN)
 AD8272'RECOVERED IN GOOD CONDITION.
 AD8272
 AD8272                          STATION RECOVERY (2025)
 AD8272
 AD8272'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD8272'WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6745 ***********************************************************************
 DE6745  DESIGNATION -  7997D A008
 DE6745  PID         -  DE6745
 DE6745  STATE/COUNTY-  FL/VOLUSIA
 DE6745  COUNTRY     -  US
 DE6745  USGS QUAD   -  DAYTONA BEACH NW (2018)
 DE6745
 DE6745                         *CURRENT SURVEY CONTROL
 DE6745  ______________________________________________________________________
 DE6745* NAD 83(1986) POSITION- 29 14 27.     (N) 081 13 49.     (W)   SCALED
 DE6745* NAVD 88 ORTHO HEIGHT -    10.343 (meters)       33.93  (feet) ADJUSTED
 DE6745  ______________________________________________________________________
 DE6745  GEOID HEIGHT    -        -28.414 (meters)                     GEOID18
 DE6745  DYNAMIC HEIGHT  -         10.328 (meters)       33.88  (feet) COMP
 DE6745  MODELED GRAVITY -    979,261.4   (mgal)                       NAVD 88
 DE6745
 DE6745  VERT ORDER      -  FIRST     CLASS II
 DE6745
 DE6745.The horizontal coordinates were scaled from a map and have
 DE6745.an estimated accuracy of +/- 6 seconds.
 DE6745
 DE6745.The orthometric height was determined by differential leveling and
 DE6745.adjusted by the NATIONAL GEODETIC SURVEY
 DE6745.in July 2011.
 DE6745
 DE6745.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6745.GEOID18 height accuracy estimate available here.
 DE6745
 DE6745.Click photographs - Photos may exist for this station.
 DE6745
 DE6745.The dynamic height is computed by dividing the NAVD 88
 DE6745.geopotential number by the normal gravity value computed on the
 DE6745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6745.degrees latitude (g = 980.6199 gals.).
 DE6745
 DE6745.The modeled gravity was interpolated from observed gravity values.
 DE6745
 DE6745;                    North         East    Units  Estimated Accuracy
 DE6745;SPC FL E     -   543,740.      177,620.      MT  (+/- 180 meters Scaled)
 DE6745
 DE6745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN776346(NAD 83)
 DE6745
 DE6745                          SUPERSEDED SURVEY CONTROL
 DE6745
 DE6745  NAVD 88 (05/04/04)   10.345  (m)           33.94   (f) SUPERSEDED  2 1
 DE6745
 DE6745.Superseded values are not recommended for survey control.
 DE6745
 DE6745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6745.See file dsdata.pdf to determine how the superseded data were derived.
 DE6745
 DE6745_MARKER: DD = SURVEY DISK
 DE6745_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE6745_STAMPING: 7997D A008
 DE6745_MARK LOGO: FLDT
 DE6745_PROJECTION: RECESSED 10 CENTIMETERS
 DE6745_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6745+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 DE6745
 DE6745  HISTORY     - Date     Condition        Report By
 DE6745  HISTORY     - UNK      MONUMENTED       FLDT
 DE6745  HISTORY     - 19990128 GOOD             FLDEP
 DE6745  HISTORY     - 20050504 GOOD             FLDEP
 DE6745  HISTORY     - 20060110 GOOD             USPSQD
 DE6745
 DE6745                          STATION DESCRIPTION
 DE6745
 DE6745'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6745'THE MARK IS ABOUT 12.5 MI (20.1 KM) NORTHEAST OF BARBERVILLE, 10.8 MI
 DE6745'(17.4 KM) SOUTHWEST OF ORMOND BEACH ON STATE ROAD 40 IN SECTION 36,
 DE6745'TOWNSHIP 14 SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE
 DE6745'INTERSECTION OF INTERSTATE 95 OVERPASS AND STATE ROAD 40 ON THE WEST
 DE6745'SIDE OF ORMOND BEACH, GO WESTERLY ON STATE ROAD 40 FOR 7.55 MI (12.15
 DE6745'KM) TO THE WEST END OF THE LITTLE HAW CREEK BRIDGE AND THE MARK ON THE
 DE6745'LEFT, SET IN THE TOP OF A PREFABRICATED 0.4 FT (12.2 CM) X 0.4 FT
 DE6745'(12.2 CM) CONCRETE POST RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF
 DE6745'THE GROUND AND 0.6 FT (18.3 CM) BELOW THE LEVEL OF STATE ROAD 40.
 DE6745'LOCATED 25.3 FT (7.7 M) SOUTH OF THE CENTERLINE OF STATE ROAD 40, 16.9
 DE6745'FT (5.2 M) WEST OF SURVEY MARK 66-A 39.35, 16.3 FT (5.0 M) WEST OF THE
 DE6745'SOUTHWEST BRIDGE GUARDRAIL, 3.0 FT (0.9 M) SOUTH OF THE METAL
 DE6745'GUARDRAIL AND 1.1 FT (0.3 M) NORTH OF A DOT METAL WITNESS POST.
 DE6745
 DE6745                          STATION RECOVERY (2005)
 DE6745
 DE6745'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 DE6745'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 DE6745'
 DE6745'TO REACH THE MARK FROM  THE INTERSECTION OF THE INTERSTATE 95 OVERPASS
 DE6745'AND STATE ROAD 40 ON THE WEST SIDE OF  ORMOND BEACH, GO WEST ON STATE
 DE6745'ROAD 40 FOR 6.45 MI TO THE JUNCTION OF PINTO LANE ON THE  RIGHT,
 DE6745'CONTINUE WEST ON STATE ROAD 40 FOR 1.15 MI TO THE WEST END OF THE
 DE6745'LITTLE HAW  CREEK BRIDGE AND THE MARK ON THE LEFT.
 DE6745
 DE6745                          STATION RECOVERY (2006)
 DE6745
 DE6745'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE6745'REMOVE REFERENCE TO WITNESS POST
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6749 ***********************************************************************
 DE6749  DESIGNATION -  7997D A012
 DE6749  PID         -  DE6749
 DE6749  STATE/COUNTY-  FL/VOLUSIA
 DE6749  COUNTRY     -  US
 DE6749  USGS QUAD   -  FAVORETTA (2018)
 DE6749
 DE6749                         *CURRENT SURVEY CONTROL
 DE6749  ______________________________________________________________________
 DE6749* NAD 83(1986) POSITION- 29 15 12.     (N) 081 12 23.     (W)   SCALED
 DE6749* NAVD 88 ORTHO HEIGHT -    11.140 (meters)       36.55  (feet) ADJUSTED
 DE6749  ______________________________________________________________________
 DE6749  GEOID HEIGHT    -        -28.426 (meters)                     GEOID18
 DE6749  DYNAMIC HEIGHT  -         11.125 (meters)       36.50  (feet) COMP
 DE6749  MODELED GRAVITY -    979,263.9   (mgal)                       NAVD 88
 DE6749
 DE6749  VERT ORDER      -  FIRST     CLASS II
 DE6749
 DE6749.The horizontal coordinates were scaled from a map and have
 DE6749.an estimated accuracy of +/- 6 seconds.
 DE6749
 DE6749.The orthometric height was determined by differential leveling and
 DE6749.adjusted by the NATIONAL GEODETIC SURVEY
 DE6749.in May 2004.
 DE6749
 DE6749.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6749.GEOID18 height accuracy estimate available here.
 DE6749
 DE6749.Click photographs - Photos may exist for this station.
 DE6749
 DE6749.The dynamic height is computed by dividing the NAVD 88
 DE6749.geopotential number by the normal gravity value computed on the
 DE6749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6749.degrees latitude (g = 980.6199 gals.).
 DE6749
 DE6749.The modeled gravity was interpolated from observed gravity values.
 DE6749
 DE6749;                    North         East    Units  Estimated Accuracy
 DE6749;SPC FL E     -   545,130.      179,940.      MT  (+/- 180 meters Scaled)
 DE6749
 DE6749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN799360(NAD 83)
 DE6749
 DE6749                          SUPERSEDED SURVEY CONTROL
 DE6749
 DE6749.No superseded survey control is available for this station.
 DE6749
 DE6749_MARKER: DD = SURVEY DISK
 DE6749_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE6749_STAMPING: 7997D A012
 DE6749_MARK LOGO: FLDT
 DE6749_PROJECTION: RECESSED 10 CENTIMETERS
 DE6749_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6749_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6749+SATELLITE: SATELLITE OBSERVATIONS - May 04, 2005
 DE6749
 DE6749  HISTORY     - Date     Condition        Report By
 DE6749  HISTORY     - UNK      MONUMENTED       FLDT
 DE6749  HISTORY     - 19990131 GOOD             FLDEP
 DE6749  HISTORY     - 20050504 GOOD             FLDEP
 DE6749  HISTORY     - 20060110 MARK NOT FOUND   USPSQD
 DE6749
 DE6749                          STATION DESCRIPTION
 DE6749
 DE6749'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6749'THE MARK IS ABOUT 14.3 MI (23.0 KM) NORTHEAST OF BARBERVILLE, 9.1 MI
 DE6749'(14.6 KM) SOUTHWEST OF ORMOND BEACH ON STATE ROAD 40 AT J.L.T. S LADY
 DE6749'HAWK RANCH IN SECTION 30, TOWNSHIP 14 SOUTH, RANGE 31 EAST. TO REACH
 DE6749'THE MARK FROM THE INTERSECTION OF INTERSTATE 95 OVERPASS AND STATE
 DE6749'ROAD 40 ON THE WEST SIDE OF ORMOND BEACH, GO WESTERLY ON STATE ROAD 40
 DE6749'FOR 5.85 MI (9.41 KM) TO THE JUNCTION OF A DRIVEWAY AT J.L.T. S RANCH
 DE6749'ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 DE6749'PREFABRICATED CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL
 DE6749'WITH STATE ROAD 40. LOCATED 128.8 FT (39.3 M) SOUTH OF THE CENTERLINE
 DE6749'OF STATE ROAD 40, 67.7 FT (20.6 M) EAST OF THE APPROXIMATE CENTERLINE
 DE6749'OF THE DRIVEWAY, 5.5 FT (1.7 M) SOUTHEAST OF POWERPOLE NUMBER
 DE6749'36607855704 WITH 2 GUY WIRES ATTACHED AND 3.8 FT (1.2 M) NORTH OF A
 DE6749'WOODEN FENCE.
 DE6749
 DE6749                          STATION RECOVERY (2005)
 DE6749
 DE6749'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 DE6749'RECOVERED AS DESCRIBED.
 DE6749
 DE6749                          STATION RECOVERY (2006)
 DE6749
 DE6749'RECOVERY NOTE BY US POWER SQUADRON 2006
 DE6749'PROBED WITH 9 INCH ROD IN AN 18 INCH RADIUS FROM THE PHYSICAL
 DE6749'DESCRIPTION POINT DESCRIBED IN THE DATA SHEET AND DID NOT FIND THE
 DE6749'MARK
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH8869 ***********************************************************************
 DH8869  DESIGNATION -  7ADP
 DH8869  PID         -  DH8869
 DH8869  STATE/COUNTY-  FL/OSCEOLA
 DH8869  COUNTRY     -  US
 DH8869  USGS QUAD   -  FORT KISSIMMEE NE (2018)
 DH8869
 DH8869                         *CURRENT SURVEY CONTROL
 DH8869  ______________________________________________________________________
 DH8869* NAD 83(1986) POSITION- 27 38 32.3    (N) 081 01 20.0    (W)   HD_HELD2
 DH8869* NAVD 88 ORTHO HEIGHT -    20.559 (meters)       67.45  (feet) ADJUSTED
 DH8869  ______________________________________________________________________
 DH8869  GEOID HEIGHT    -        -26.361 (meters)                     GEOID18
 DH8869  DYNAMIC HEIGHT  -         20.529 (meters)       67.35  (feet) COMP
 DH8869  MODELED GRAVITY -    979,176.9   (mgal)                       NAVD 88
 DH8869
 DH8869  VERT ORDER      -  SECOND    CLASS I
 DH8869
 DH8869.The horizontal coordinates were established by autonomous hand held GPS
 DH8869.observations and have an estimated accuracy of +/- 10 meters.
 DH8869
 DH8869.The orthometric height was determined by differential leveling and
 DH8869.adjusted by the NATIONAL GEODETIC SURVEY
 DH8869.in July 2006.
 DH8869
 DH8869.No vertical observational check was made to the station.
 DH8869
 DH8869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8869.GEOID18 height accuracy estimate available here.
 DH8869
 DH8869.Click photographs - Photos may exist for this station.
 DH8869
 DH8869.The dynamic height is computed by dividing the NAVD 88
 DH8869.geopotential number by the normal gravity value computed on the
 DH8869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8869.degrees latitude (g = 980.6199 gals.).
 DH8869
 DH8869.The modeled gravity was interpolated from observed gravity values.
 DH8869
 DH8869;                    North         East    Units  Estimated Accuracy
 DH8869;SPC FL E     -   366,573.      197,807.      MT  (+/- 10 meters HH2 GPS)
 DH8869
 DH8869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML9780757579(NAD 83)
 DH8869
 DH8869                          SUPERSEDED SURVEY CONTROL
 DH8869
 DH8869.No superseded survey control is available for this station.
 DH8869
 DH8869_MARKER: DB = BENCH MARK DISK
 DH8869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8869_STAMPING: 1952 69 7ADP
 DH8869_MARK LOGO: USGS
 DH8869_PROJECTION: PROJECTING 15 CENTIMETERS
 DH8869_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH8869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8869+STABILITY: SURFACE MOTION
 DH8869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8869+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2021
 DH8869
 DH8869  HISTORY     - Date     Condition        Report By
 DH8869  HISTORY     - 1952     MONUMENTED       USACE
 DH8869  HISTORY     - 20050105 GOOD             FLDEP
 DH8869  HISTORY     - 20211207 GOOD             GEOCAC
 DH8869
 DH8869                          STATION DESCRIPTION
 DH8869
 DH8869'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DH8869'THE MARK IS ABOUT 40.0 MI SOUTHEAST OF LAKE WALES, 21.5 MI NORTH OF
 DH8869'BASINGER, 8.0  SOUTHWEST OF YEEHAW JUNCTION, IN SECTION 33, TOWNSHIP
 DH8869'32 SOUTH, RANGE 33 EAST.
 DH8869'
 DH8869'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 98 AND COUNTY ROAD
 DH8869'700-A  (NORTHWEST 176TH AVENUE) IN BASINGER, GO NORTH ON COUNTY ROAD
 DH8869'700-A (NORTHWEST 176TH  AVENUE) FOR 5.4 MI TO THE JUNCTION OF
 DH8869'NORTHWEST 240TH STREET (COUNTY ROAD 724 EAST),  TURN LEFT ON NORTHWEST
 DH8869'240TH STREET AND GO WEST FOR 1.0 MI TO A 90 DEGREE TURN NORTH
 DH8869'(NORTHWEST 192ND AVENUE, PEAVINE TRAIL), CONTINUE NORTH ON NORTHWEST
 DH8869'192ND AVENUE  (PEAVINE TRAIL) FOR 5.1 MI TO THE ENTRANCE TO KISSIMMEE
 DH8869'PRAIRIE PRESERVE STATE PARK,  CONTINUE NORTH ON THE PARK ROAD (PEAVINE
 DH8869'TRAIL) FOR 2.85 MI TO A 90 DEGREE TURN TO THE  WEST IN THE PARK ROAD,
 DH8869'CONTINUE NORTH ON PEAVINE TRAIL FOR 4.3 MI TO A LOCKED GATE AND  THE
 DH8869'MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 DH8869'0.4 FT ABOVE  THE LEVEL OF THE GROUND.
 DH8869'
 DH8869'LOCATED ABOUT 300.0 FT EAST OF THE APPROXIMATE CENTERLINE OF PEAVINE
 DH8869'TRAIL, 18.5 FT NORTH  OF A PALM TREE, 17.7 FT NORTH OF A NAIL AND CAP
 DH8869'IN A 6-INCH POST, 17.5 FT NORTH OF A BARBWIRE  FENCE, 5.5 FT NORTHEAST
 DH8869'OF A SFLWMD METAL WITNESS POST, 5.0 FT NORTHWEST OF A PALM TREE  AND
 DH8869'3.7 FT WEST OF A BARBWIRE FENCE.
 DH8869
 DH8869                          STATION RECOVERY (2021)
 DH8869
 DH8869'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DH8869'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AL7300 ***********************************************************************
 AL7300  DESIGNATION -  8 48
 AL7300  PID         -  AL7300
 AL7300  STATE/COUNTY-  FL/CITRUS
 AL7300  COUNTRY     -  US
 AL7300  USGS QUAD   -  HOMOSASSA (2018)
 AL7300
 AL7300                         *CURRENT SURVEY CONTROL
 AL7300  ______________________________________________________________________
 AL7300* NAD 83(1986) POSITION- 28 47 16.     (N) 082 33 52.     (W)   SCALED
 AL7300* NAVD 88 ORTHO HEIGHT -     2.303 (meters)        7.56  (feet) ADJUSTED
 AL7300  ______________________________________________________________________
 AL7300  GEOID HEIGHT    -        -27.074 (meters)                     GEOID18
 AL7300  DYNAMIC HEIGHT  -          2.300 (meters)        7.55  (feet) COMP
 AL7300  MODELED GRAVITY -    979,223.0   (mgal)                       NAVD 88
 AL7300
 AL7300  VERT ORDER      -  FIRST     CLASS II
 AL7300
 AL7300.The horizontal coordinates were scaled from a map and have
 AL7300.an estimated accuracy of +/- 6 seconds.
 AL7300
 AL7300.The orthometric height was determined by differential leveling and
 AL7300.adjusted by the NATIONAL GEODETIC SURVEY
 AL7300.in January 2006.
 AL7300
 AL7300.No vertical observational check was made to the station.
 AL7300
 AL7300.Significant digits in the geoid height do not necessarily reflect accuracy.
 AL7300.GEOID18 height accuracy estimate available here.
 AL7300
 AL7300.Click photographs - Photos may exist for this station.
 AL7300
 AL7300.The dynamic height is computed by dividing the NAVD 88
 AL7300.geopotential number by the normal gravity value computed on the
 AL7300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AL7300.degrees latitude (g = 980.6199 gals.).
 AL7300
 AL7300.The modeled gravity was interpolated from observed gravity values.
 AL7300
 AL7300;                    North         East    Units  Estimated Accuracy
 AL7300;SPC FL W     -   493,640.      144,890.      MT  (+/- 180 meters Scaled)
 AL7300
 AL7300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM473854(NAD 83)
 AL7300
 AL7300                          SUPERSEDED SURVEY CONTROL
 AL7300
 AL7300  NAVD 88 (??/??/92)    2.262  (m)            7.42   (f) SUPERSEDED  3 0
 AL7300
 AL7300.Superseded values are not recommended for survey control.
 AL7300
 AL7300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AL7300.See file dsdata.pdf to determine how the superseded data were derived.
 AL7300
 AL7300_MARKER: DB = BENCH MARK DISK
 AL7300_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AL7300_SP_SET: BOX CULVERT HEADWALL
 AL7300_STAMPING: 8 48
 AL7300_MARK LOGO: FLSRD
 AL7300_MAGNETIC: N = NO MAGNETIC MATERIAL
 AL7300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AL7300+STABILITY: SURFACE MOTION
 AL7300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AL7300+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AL7300
 AL7300  HISTORY     - Date     Condition        Report By
 AL7300  HISTORY     - 1977     MONUMENTED       FLSRD
 AL7300  HISTORY     - 1988     GOOD             USPSQD
 AL7300  HISTORY     - 19900226 GOOD             USPSQD
 AL7300  HISTORY     - 1991     GOOD             FLDT
 AL7300  HISTORY     - 19910214 GOOD             USPSQD
 AL7300  HISTORY     - 20040207 GOOD             FLDEP
 AL7300
 AL7300                          STATION DESCRIPTION
 AL7300
 AL7300'DESCRIBED BY FLORIDA STATEROAD DEPARTMENT 1977
 AL7300'1.56 MI SSE FROM HOMOSASSA SPRINGS.
 AL7300'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19/98 AND STATE ROAD
 AL7300'490 AT HOMOSASSA SPRINGS. PROCEED SOUTH SOUTHEAST ALONG U.S. HIGHWAY
 AL7300'19/98 FOR 1.56 MILES TO THE MARK ON THE LEFT, WHICH BEARS 43 FEET
 AL7300'NORTHEAST OF THE CENTER LINE OF THE NORTH BOUND LANE OF U.S. HIGHWAY
 AL7300'19/98, 36 FEET NORTHWEST OF A POWER POLE, 19 FEET SOUTHEAST OF
 AL7300'THE NORTH END OF A CULVERT.
 AL7300
 AL7300                          STATION RECOVERY (1988)
 AL7300
 AL7300'RECOVERY NOTE BY US POWER SQUADRON 1988 (HS)
 AL7300'RECOVERED IN GOOD CONDITION.
 AL7300
 AL7300                          STATION RECOVERY (1990)
 AL7300
 AL7300'RECOVERY NOTE BY US POWER SQUADRON 1990 (RMS)
 AL7300'RECOVERED IN GOOD CONDITION.
 AL7300
 AL7300                          STATION RECOVERY (1991)
 AL7300
 AL7300'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1991
 AL7300'RECOVERED IN GOOD CONDITION.
 AL7300
 AL7300                          STATION RECOVERY (1991)
 AL7300
 AL7300'RECOVERY NOTE BY US POWER SQUADRON 1991 (RMS)
 AL7300'RECOVERED IN GOOD CONDITION.
 AL7300
 AL7300                          STATION RECOVERY (2004)
 AL7300
 AL7300'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AL7300'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7855 ***********************************************************************
 AD7855  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7855  DESIGNATION -  8 A
 AD7855  PID         -  AD7855
 AD7855  STATE/COUNTY-  FL/LEE
 AD7855  COUNTRY     -  US
 AD7855  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7855
 AD7855                         *CURRENT SURVEY CONTROL
 AD7855  ______________________________________________________________________
 AD7855* NAD 83(1986) POSITION- 26 24 16.45   (N) 081 52 58.56   (W)   HD_HELD1
 AD7855* NAVD 88 ORTHO HEIGHT -     3.898 (meters)       12.79  (feet) ADJUSTED
 AD7855  ______________________________________________________________________
 AD7855  GEOID HEIGHT    -        -23.908 (meters)                     GEOID18
 AD7855  DYNAMIC HEIGHT  -          3.891 (meters)       12.77  (feet) COMP
 AD7855  MODELED GRAVITY -    979,057.4   (mgal)                       NAVD 88
 AD7855
 AD7855  VERT ORDER      -  FIRST     CLASS II
 AD7855
 AD7855.The horizontal coordinates were determined by differentially corrected
 AD7855.hand held GPS observations or other comparable positioning techniques
 AD7855.and have an estimated accuracy of +/- 3 meters.
 AD7855
 AD7855.The orthometric height was determined by differential leveling and
 AD7855.adjusted by the NATIONAL GEODETIC SURVEY
 AD7855.in May 2013.
 AD7855
 AD7855.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7855.GEOID18 height accuracy estimate available here.
 AD7855
 AD7855.This Tidal Bench Mark is designated as VM 7889
 AD7855.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7855
 AD7855.Click photographs - Photos may exist for this station.
 AD7855
 AD7855.The dynamic height is computed by dividing the NAVD 88
 AD7855.geopotential number by the normal gravity value computed on the
 AD7855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7855.degrees latitude (g = 980.6199 gals.).
 AD7855
 AD7855.The modeled gravity was interpolated from observed gravity values.
 AD7855
 AD7855;                    North         East    Units  Estimated Accuracy
 AD7855;SPC FL W     -   229,440.2     211,679.3     MT  (+/- 3 meters HH1 GPS) 
 AD7855
 AD7855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1194020790(NAD 83)
 AD7855
 AD7855                          SUPERSEDED SURVEY CONTROL
 AD7855
 AD7855  NAVD 88 (??/??/92)    3.894  (m)           12.78   (f) SUPERSEDED  3 0
 AD7855  NGVD 29 (09/01/92)    4.258  (m)           13.97   (f) ADJUSTED    2 1
 AD7855
 AD7855.Superseded values are not recommended for survey control.
 AD7855
 AD7855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7855.See file dsdata.pdf to determine how the superseded data were derived.
 AD7855
 AD7855_MARKER: DB = BENCH MARK DISK
 AD7855_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD7855_SP_SET: BRIDGE WALKWAY
 AD7855_STAMPING: 8 A
 AD7855_MARK LOGO: FLSRD
 AD7855_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7855_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7855+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2023
 AD7855
 AD7855  HISTORY     - Date     Condition        Report By
 AD7855  HISTORY     - UNK      MONUMENTED       FLDT
 AD7855  HISTORY     - 1984     GOOD             FLDNR
 AD7855  HISTORY     - 19961203 GOOD             USPSQD
 AD7855  HISTORY     - 19980216 GOOD             USPSQD
 AD7855  HISTORY     - 20040326 GOOD             USPSQD
 AD7855  HISTORY     - 20041005 GOOD             FLDEP
 AD7855  HISTORY     - 20060228 GOOD             USPSQD
 AD7855  HISTORY     - 2008     GOOD             FLDEP
 AD7855  HISTORY     - 2008     GOOD             FLDEP
 AD7855  HISTORY     - 20160107 GOOD             GEOCAC
 AD7855  HISTORY     - 20230328 GOOD             USPSQD
 AD7855
 AD7855                          STATION DESCRIPTION
 AD7855
 AD7855'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7855'5.85 MI SE FROM FORT MYERS BEACH.
 AD7855'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7855'MYERS BEACH, GO 5.85 MILES SOUTHEAST ON STATE ROAD 865 TO THE BRIDGE
 AD7855'OVER BIG CARLOS PASS AND THE MARK.  THE MARK BEARS 97 FEET EAST OF
 AD7855'THE WEST END OF THE BRIDGE, 16 FEET SOUTH OF THE CENTERLINE OF THE
 AD7855'ROAD, 2 FEET NORTH OF THE BRIDGE BANNISTER, AND IS SET IN THE BRIDGE
 AD7855'WALKWAY.
 AD7855
 AD7855                          STATION RECOVERY (1996)
 AD7855
 AD7855'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7855'RECOVERED IN GOOD CONDITION.
 AD7855
 AD7855                          STATION RECOVERY (1998)
 AD7855
 AD7855'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7855'RECOVERED IN GOOD CONDITION.
 AD7855
 AD7855                          STATION RECOVERY (2004)
 AD7855
 AD7855'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7855'RECOVERED IN GOOD CONDITION.
 AD7855
 AD7855                          STATION RECOVERY (2004)
 AD7855
 AD7855'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 AD7855'THE MARK IS AT ESTREO ISLAND, ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF FORT
 AD7855'MYERS BEACH IN SECTION 2, TOWNSHIP 47 SOUTH, RANGE 24 EAST.
 AD7855'
 AD7855'TO REACH THE MARK FROM THE POST OFFICE ON CAROLINA AVENUE IN FORT
 AD7855'MYERS BEACH, GO SOUTH ON CAROLINA AVENUE FOR 0.05 MI (0.1 KM) TO THE
 AD7855'JUNCTION OF HIGHWAY 865 SOUTH (ESTERO BOULEVARD) ON THE LEFT.  TURN
 AD7855'LEFT ON HIGHWAY 865 (ESTERO BOULEVARD) AND GO SOUTHEAST FOR 5.55 MI
 AD7855'(8.9 KM) TO THE WEST END OF THE BRIDGE OVER BIG CARLOS PASS AND THE
 AD7855'MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE BRIDGE WALKWAY NEAR THE
 AD7855'WEST END LEVEL WITH THE BRIDGE FLOOR.
 AD7855'
 AD7855'LOCATED 97.0 FT (29.6 M) EAST OF THE WEST END OF THE BRIDGE, 16.1 FT
 AD7855'(4.9 M) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 865, 2.0 FT (0.6 M)
 AD7855'SOUTH OF A METAL GUARD RAIL AND 2.0 FT (0.6 M) NORTH OF THE BRIDGE
 AD7855'BANNISTER.
 AD7855
 AD7855                          STATION RECOVERY (2006)
 AD7855
 AD7855'RECOVERY NOTE BY US POWER SQUADRON 2006 (SBP)
 AD7855'RECOVERED IN GOOD CONDITION.
 AD7855
 AD7855                          STATION RECOVERY (2008)
 AD7855
 AD7855'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7855'RECOVERED AS DESCRIBED.
 AD7855
 AD7855                          STATION RECOVERY (2008)
 AD7855
 AD7855'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7855'RECOVERED AS DESCRIBED.
 AD7855
 AD7855                          STATION RECOVERY (2016)
 AD7855
 AD7855'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD7855'RECOVERED IN GOOD CONDITION.
 AD7855
 AD7855                          STATION RECOVERY (2023)
 AD7855
 AD7855'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 AD7855'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF4022 ***********************************************************************
 DF4022  DESIGNATION -  8 CMP
 DF4022  PID         -  DF4022
 DF4022  STATE/COUNTY-  FL/PUTNAM
 DF4022  COUNTRY     -  US
 DF4022  USGS QUAD   -  KEUKA (2018)
 DF4022
 DF4022                         *CURRENT SURVEY CONTROL
 DF4022  ______________________________________________________________________
 DF4022* NAD 83(1986) POSITION- 29 31 46.     (N) 081 56 49.     (W)   SCALED
 DF4022* NAVD 88 ORTHO HEIGHT -    24.708 (meters)       81.06  (feet) ADJUSTED
 DF4022  ______________________________________________________________________
 DF4022  GEOID HEIGHT    -        -28.069 (meters)                     GEOID18
 DF4022  DYNAMIC HEIGHT  -         24.674 (meters)       80.95  (feet) COMP
 DF4022  MODELED GRAVITY -    979,278.6   (mgal)                       NAVD 88
 DF4022
 DF4022  VERT ORDER      -  SECOND    CLASS I
 DF4022
 DF4022.The horizontal coordinates were scaled from a map and have
 DF4022.an estimated accuracy of +/- 6 seconds.
 DF4022
 DF4022.The orthometric height was determined by differential leveling and
 DF4022.adjusted by the NATIONAL GEODETIC SURVEY
 DF4022.in August 2004.
 DF4022
 DF4022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4022.GEOID18 height accuracy estimate available here.
 DF4022
 DF4022.Click photographs - Photos may exist for this station.
 DF4022
 DF4022.The dynamic height is computed by dividing the NAVD 88
 DF4022.geopotential number by the normal gravity value computed on the
 DF4022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4022.degrees latitude (g = 980.6199 gals.).
 DF4022
 DF4022.The modeled gravity was interpolated from observed gravity values.
 DF4022
 DF4022;                    North         East    Units  Estimated Accuracy
 DF4022;SPC FL E     -   576,080.      108,210.      MT  (+/- 180 meters Scaled)
 DF4022
 DF4022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN082670(NAD 83)
 DF4022
 DF4022                          SUPERSEDED SURVEY CONTROL
 DF4022
 DF4022  NAVD 88 (05/18/04)   24.708  (m)           81.06   (f) ADJUSTED    2 1
 DF4022
 DF4022.Superseded values are not recommended for survey control.
 DF4022
 DF4022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF4022.See file dsdata.pdf to determine how the superseded data were derived.
 DF4022
 DF4022_MARKER: DD = SURVEY DISK
 DF4022_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DF4022_STAMPING: 8 CMP 82
 DF4022_MARK LOGO: DI
 DF4022_PROJECTION: FLUSH
 DF4022_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DF4022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF4022+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2001
 DF4022
 DF4022  HISTORY     - Date     Condition        Report By
 DF4022  HISTORY     - 1969     MONUMENTED       USGS
 DF4022  HISTORY     - 20000512 GOOD             FLDEP
 DF4022  HISTORY     - 20010523 GOOD             FLDEP
 DF4022
 DF4022                          STATION DESCRIPTION
 DF4022
 DF4022'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DF4022'THE MARK IS ABOUT 26.2 MI (42.2 KM) SOUTHEAST OF GAINESVILLE, 10.7 MI
 DF4022'(17.2 KM) EAST OF HAWTHORNE ON LAKE SUSAN ROAD IN SECTION 13, TOWNSHIP
 DF4022'11 SOUTH, RANGE 23 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 DF4022'U.S. HIGHWAY 301 AND STATE ROAD 20 IN HAWTHORNE, GO SOUTH ON U.S.
 DF4022'HIGHWAY 301 FOR 0.75 MI (1.21 KM) TO THE JUNCTION OF HOLDEN PARK ROAD
 DF4022'(SE 6TH AVE) ON THE LEFT, TURN LEFT ON HOLDEN PARK ROAD (SE 6TH AVE)
 DF4022'AND GO EAST FOR 3.5 MI (5.6 KM) TO THE PUTNAM COUNTY LINE, CONTINUE
 DF4022'EAST ON HOLDEN PARK ROAD FOR 0.95 MI (1.53 KM) TO THE END OF THE
 DF4022'PAVEMENT (HOLDEN PARK ROAD TURNS INTO LAKE SUSAN ROAD), AND THE
 DF4022'JUNCTION OF STAR LAKE ROAD, GORDON CHAPEL ROAD, CONTINUE EAST ON LAKE
 DF4022'SUSAN ROAD FOR 6.35 MI (10.22 KM) TO THE JUNCTION OF STATE ROAD 21 AND
 DF4022'THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DF4022'PROJECTING 0.1 FT (3.0 CM) ABOVE THE LEVEL OF THE GROUND AND ABOVE THE
 DF4022'LEVEL OF LAKE SUSAN ROAD.  THIS MARK CAN ALSO BE REACHED FROM THE POST
 DF4022'OFFICE IN ORANGE SPRINGS, GO NORTHEAST ON COUNTY ROAD 315 FOR 0.05 MI
 DF4022'(0.08 KM) TO THE Y-JUNCTION OF STATE ROAD 21, BEAR LEFT AND CONTINUE
 DF4022'NORTHWEST ON STATE ROAD 21 FOR 2.0 MI (3.2 KM) TO THE JUNCTION OF LAKE
 DF4022'SUSAN ROAD ON THE LEFT AND THE MARK ON THE LEFT. LOCATED 63.0 FT (19.2
 DF4022'M) SOUTH OF LAKE SUSAN ROAD, 53.4 FT (16.3 M) WEST OF THE CENTERLINE
 DF4022'OF STATE ROAD 21, 12.8 FT (3.9 M) EAST OF A CHAINLINK FENCE AND 1.2 FT
 DF4022'(0.4 M) WEST OF A METAL WITNESS POST
 DF4022
 DF4022                          STATION RECOVERY (2001)
 DF4022
 DF4022'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 DF4022'THE MARK IS ABOUT 5.5 MI SOUTH OF JOHNSON, 2.0 MI NORTHWEST OF ORANGE
 DF4022'SPRINGS, IN SECTION 13, TOWNSHIP 11 SOUTH, RANGE 23 EAST.
 DF4022'
 DF4022'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF STATE ROAD
 DF4022'21 AND COUNTY ROAD 315 IN ORANGE SPRINGS, GO NORTHEAST ON COUNTY ROAD
 DF4022'315 FOR 0.05 MI TO THE Y-JUNCTION OF STATE ROAD 21, BEAR LEFT ON STATE
 DF4022'ROAD 21 AND GO NORTHWEST FOR 2.0 MI TO THE JUNCTION OF LAKE SUSAN ROAD
 DF4022'ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 DF4022'PREFABRICATED CONCRETE POST FLUSH WITH THE GROUND AND ABOUT 2.0 FT
 DF4022'ABOVE THE LEVEL OF STATE ROAD 21.
 DF4022'
 DF4022'LOCATED 63.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF LAKE SUSAN ROAD
 DF4022'AND 53.7 FT WEST OF THE CENTERLINE OF STATE ROAD 21.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC1164 ***********************************************************************
 AC1164  DESIGNATION -  8 ES
 AC1164  PID         -  AC1164
 AC1164  STATE/COUNTY-  FL/MIAMI-DADE
 AC1164  COUNTRY     -  US
 AC1164  USGS QUAD   -  HOMESTEAD (2018)
 AC1164
 AC1164                         *CURRENT SURVEY CONTROL
 AC1164  ______________________________________________________________________
 AC1164* NAD 83(1986) POSITION- 25 26 52.87   (N) 080 24 42.91   (W)   HD_HELD1
 AC1164* NAVD 88 ORTHO HEIGHT -     1.507 (meters)        4.94  (feet) ADJUSTED
 AC1164  ______________________________________________________________________
 AC1164  GEOID HEIGHT    -        -25.093 (meters)                     GEOID18
 AC1164  DYNAMIC HEIGHT  -          1.504 (meters)        4.93  (feet) COMP
 AC1164  MODELED GRAVITY -    978,970.9   (mgal)                       NAVD 88
 AC1164
 AC1164  VERT ORDER      -  SECOND    CLASS 0
 AC1164
 AC1164.The horizontal coordinates were determined by differentially corrected
 AC1164.hand held GPS observations or other comparable positioning techniques
 AC1164.and have an estimated accuracy of +/- 3 meters.
 AC1164
 AC1164.The orthometric height was determined by differential leveling and
 AC1164.adjusted by the NATIONAL GEODETIC SURVEY
 AC1164.in June 1991.
 AC1164
 AC1164.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC1164.GEOID18 height accuracy estimate available here.
 AC1164
 AC1164.Click photographs - Photos may exist for this station.
 AC1164
 AC1164.The dynamic height is computed by dividing the NAVD 88
 AC1164.geopotential number by the normal gravity value computed on the
 AC1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1164.degrees latitude (g = 980.6199 gals.).
 AC1164
 AC1164.The modeled gravity was interpolated from observed gravity values.
 AC1164
 AC1164;                    North         East    Units  Estimated Accuracy
 AC1164;SPC FL E     -   123,598.4     259,146.9     MT  (+/- 3 meters HH1 GPS) 
 AC1164
 AC1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5912614688(NAD 83)
 AC1164
 AC1164                          SUPERSEDED SURVEY CONTROL
 AC1164
 AC1164  NGVD 29 (??/??/92)    1.972  (m)            6.47   (f) ADJ UNCH    2 0
 AC1164
 AC1164.Superseded values are not recommended for survey control.
 AC1164
 AC1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1164.See file dsdata.pdf to determine how the superseded data were derived.
 AC1164
 AC1164_MARKER: DB = BENCH MARK DISK
 AC1164_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC1164_SP_SET: BRIDGE WING WALL
 AC1164_STAMPING: 8 ES 1955
 AC1164_MARK LOGO: USGS
 AC1164_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC1164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC1164+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2025
 AC1164
 AC1164  HISTORY     - Date     Condition        Report By
 AC1164  HISTORY     - 1955     MONUMENTED       USGS
 AC1164  HISTORY     - 1970     GOOD             NGS
 AC1164  HISTORY     - 1982     GOOD             LOCSUR
 AC1164  HISTORY     - 1987     GOOD             USPSQD
 AC1164  HISTORY     - 1987     GOOD             USPSQD
 AC1164  HISTORY     - 1988     GOOD             USPSQD
 AC1164  HISTORY     - 1989     GOOD             USPSQD
 AC1164  HISTORY     - 19901230 GOOD             USPSQD
 AC1164  HISTORY     - 19950910 GOOD             USPSQD
 AC1164  HISTORY     - 20050417 GOOD             INDIV
 AC1164  HISTORY     - 20180825 GOOD             FLDEP
 AC1164  HISTORY     - 20250310 GOOD             WSMI
 AC1164
 AC1164                          STATION DESCRIPTION
 AC1164
 AC1164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC1164'3.9 MI E FROM FLORIDA CITY.
 AC1164'ABOUT 3.9 MILES EAST ALONG PALM DRIVE FROM THE INTERSECTION OF
 AC1164'U.S. HIGHWAY 1 AT FLORIDA CITY, AT THE INTERSECTION OF PALM
 AC1164'DRIVE AND TALAHASSEE ROAD (137 TH AVENUE), SET IN THE TOP OF THE
 AC1164'WEST END OF THE SOUTH ABUTMENT FOR A 40-FOOT CONCRETE BRIDGE
 AC1164'OVER THE FLORIDA CITY CANAL, 37 FEET NORTH OF THE CENTER LINE
 AC1164'OF THE SOUTH LANE OF PALM DRIVE, 15 FEET WEST OF THE CENTER
 AC1164'LINE OF TALAHASSEE ROAD, AND ABOUT LEVEL WITH THE ROAD.
 AC1164
 AC1164                          STATION RECOVERY (1982)
 AC1164
 AC1164'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 AC1164'3.9 MILES ALONG PALM DRIVE FROM INTERSECTION OF U.S. HWY 1 AT FLORIDA
 AC1164'CITY.
 AC1164
 AC1164                          STATION RECOVERY (1987)
 AC1164
 AC1164'RECOVERY NOTE BY US POWER SQUADRON 1987 (TD)
 AC1164'RECOVERED IN GOOD CONDITION.
 AC1164
 AC1164                          STATION RECOVERY (1987)
 AC1164
 AC1164'RECOVERY NOTE BY US POWER SQUADRON 1987 (LEM)
 AC1164'RECOVERED IN GOOD CONDITION.
 AC1164
 AC1164                          STATION RECOVERY (1988)
 AC1164
 AC1164'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC1164'RECOVERED IN GOOD CONDITION.
 AC1164
 AC1164                          STATION RECOVERY (1989)
 AC1164
 AC1164'RECOVERY NOTE BY US POWER SQUADRON 1989 (TD)
 AC1164'RECOVERED IN GOOD CONDITION.
 AC1164
 AC1164                          STATION RECOVERY (1990)
 AC1164
 AC1164'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1164'RECOVERED IN GOOD CONDITION.
 AC1164
 AC1164                          STATION RECOVERY (1995)
 AC1164
 AC1164'RECOVERY NOTE BY US POWER SQUADRON 1995
 AC1164'RECOVERED IN GOOD CONDITION.
 AC1164
 AC1164                          STATION RECOVERY (2005)
 AC1164
 AC1164'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (WJR)
 AC1164'BY USING AC4311 (H 111) I FOUND AC1164 TO BE AT 25 26 52.87822(N)
 AC1164'80 24 42.91739(W)
 AC1164
 AC1164                          STATION RECOVERY (2018)
 AC1164
 AC1164'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AC1164'RECOVERED AS DESCRIBED.
 AC1164
 AC1164                          STATION RECOVERY (2025)
 AC1164
 AC1164'RECOVERY NOTE BY WHIDDEN SURVEYING AND MAPPING INC 2025 (TW)
 AC1164'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF0321 ***********************************************************************
 AF0321  DESIGNATION -  8 FT BORE 1962
 AF0321  PID         -  AF0321
 AF0321  STATE/COUNTY-  FL/BREVARD
 AF0321  COUNTRY     -  US
 AF0321  USGS QUAD   -  GRANT (2018)
 AF0321
 AF0321                         *CURRENT SURVEY CONTROL
 AF0321  ______________________________________________________________________
 AF0321* NAD 83(1990) POSITION- 27 57 28.97947(N) 080 33 46.19201(W)   ADJUSTED
 AF0321* NAVD 88 ORTHO HEIGHT -     6.74  (+/-2cm)       22.1   (feet) VERTCON3
 AF0321  ______________________________________________________________________
 AF0321  GEOID HEIGHT    -        -28.051 (meters)                     GEOID18
 AF0321  LAPLACE CORR    -         -1.62  (seconds)                    DEFLEC18
 AF0321  HORZ ORDER      -  SECOND
 AF0321  VERT ORDER      -  THIRD ? (See Below)
 AF0321
 AF0321.The horizontal coordinates were established by classical geodetic methods
 AF0321.and adjusted by the National Geodetic Survey in May 1991.
 AF0321
 AF0321.The NAVD 88 height was computed by applying the VERTCON shift value to
 AF0321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AF0321
 AF0321.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF0321.GEOID18 height accuracy estimate available here.
 AF0321
 AF0321.The vertical order pertains to the NGVD 29 superseded value.
 AF0321
 AF0321.Click photographs - Photos may exist for this station.
 AF0321
 AF0321.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF0321
 AF0321. The following values were computed from the NAD 83(1990) position.
 AF0321
 AF0321;                    North         East     Units Scale Factor Converg.
 AF0321;SPC FL E     -   401,637.318   243,015.095   MT  0.99996401   +0 12 17.9
 AF0321;SPC FL E     - 1,317,705.10    797,292.02   sFT  0.99996401   +0 12 17.9
 AF0321;UTM  17      - 3,092,632.263   543,000.418   MT  0.99962282   +0 12 17.9
 AF0321
 AF0321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF0321!SPC FL E     -   1.00000335  x   0.99996401  =   0.99996736
 AF0321!UTM  17      -   1.00000335  x   0.99962282  =   0.99962617
 AF0321
 AF0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4300092632(NAD 83)
 AF0321
 AF0321                          SUPERSEDED SURVEY CONTROL
 AF0321
 AF0321  NAD 83(1986)-  27 57 28.98448(N)    080 33 46.20701(W) AD(       ) 2
 AF0321  NAD 27      -  27 57 27.91143(N)    080 33 47.01390(W) AD(       ) 2
 AF0321  NGVD 29               7.17   (m)           23.5    (f) LEVELING    3  
 AF0321
 AF0321.Superseded values are not recommended for survey control.
 AF0321
 AF0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF0321.See file dsdata.pdf to determine how the superseded data were derived.
 AF0321
 AF0321_MARKER: Z = SEE DESCRIPTION
 AF0321_SETTING: 0 = UNSPECIFIED SETTING
 AF0321_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF0321
 AF0321  HISTORY     - Date     Condition        Report By
 AF0321  HISTORY     - 1962     MONUMENTED       CGS
 AF0321
 AF0321                          STATION DESCRIPTION
 AF0321
 AF0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1962 (LSB)
 AF0321'0.25 MILE NORTHWEST OF THE MISTRAM CENTRAL CONTROL BUILDING.  IT
 AF0321'IS ON THE SOUTHEAST SIDE OF THE CENTRAL MICROWAVE TOWER.  THE
 AF0321'MARK IS A CENTER PUNCH HOLE, WITHIN A CIRCLE ON A STEEL ANGLE
 AF0321'IRON ON THE TOP AND EAST SIDE OF THE WAVE GUIDE TRENCH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6853 ***********************************************************************
 AK6853  DESIGNATION -  8 GAF TT
 AK6853  PID         -  AK6853
 AK6853  STATE/COUNTY-  FL/ORANGE
 AK6853  COUNTRY     -  US
 AK6853  USGS QUAD   -  SORRENTO (2018)
 AK6853
 AK6853                         *CURRENT SURVEY CONTROL
 AK6853  ______________________________________________________________________
 AK6853* NAD 83(1986) POSITION- 28 45 26.8    (N) 081 30 56.7    (W)   HD_HELD2
 AK6853* NAVD 88 ORTHO HEIGHT -    25.188 (meters)       82.64  (feet) ADJUSTED
 AK6853  ______________________________________________________________________
 AK6853  GEOID HEIGHT    -        -27.588 (meters)                     GEOID18
 AK6853  DYNAMIC HEIGHT  -         25.153 (meters)       82.52  (feet) COMP
 AK6853  MODELED GRAVITY -    979,232.6   (mgal)                       NAVD 88
 AK6853
 AK6853  VERT ORDER      -  SECOND    CLASS I
 AK6853
 AK6853.The horizontal coordinates were established by autonomous hand held GPS
 AK6853.observations and have an estimated accuracy of +/- 10 meters.
 AK6853
 AK6853.The orthometric height was determined by differential leveling and
 AK6853.adjusted by the NATIONAL GEODETIC SURVEY
 AK6853.in December 1995.
 AK6853
 AK6853.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6853.GEOID18 height accuracy estimate available here.
 AK6853
 AK6853.Click photographs - Photos may exist for this station.
 AK6853
 AK6853.The dynamic height is computed by dividing the NAVD 88
 AK6853.geopotential number by the normal gravity value computed on the
 AK6853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6853.degrees latitude (g = 980.6199 gals.).
 AK6853
 AK6853.The modeled gravity was interpolated from observed gravity values.
 AK6853
 AK6853;                    North         East    Units  Estimated Accuracy
 AK6853;SPC FL E     -   490,257.      149,632.      MT  (+/- 10 meters HH2 GPS)
 AK6853
 AK6853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM4964881222(NAD 83)
 AK6853
 AK6853                          SUPERSEDED SURVEY CONTROL
 AK6853
 AK6853.No superseded survey control is available for this station.
 AK6853
 AK6853_MARKER: DB = BENCH MARK DISK
 AK6853_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AK6853_STAMPING: 84 8 GAF 1954 TT
 AK6853_MARK LOGO: USGS
 AK6853_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6853
 AK6853  HISTORY     - Date     Condition        Report By
 AK6853  HISTORY     - 1954     MONUMENTED       USGS
 AK6853  HISTORY     - 1954     GOOD             USGS
 AK6853  HISTORY     - 19910426 GOOD             FL-095
 AK6853
 AK6853                          STATION DESCRIPTION
 AK6853
 AK6853'DESCRIBED BY US GEOLOGICAL SURVEY 1954 (GAF)
 AK6853'APOPKA, 6.0 MI N. AND 0.4 MI W. OF, NEAR 1/4 COR. SECS. 9 AND 16, T.
 AK6853'20 S., R. 28 E., 36 FT N. AND 406 FT E. OF CENTERLINE OF E.-W. RD.
 AK6853'AT T-RD. N. (PROJECTED), 2 FT N. OF POWER POLE, IN CONCRETE POST,
 AK6853'STANDARD DISK STAMPED---8 GAF 1954 84 TT---.
 AK6853
 AK6853                          STATION RECOVERY (1954)
 AK6853
 AK6853'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 AK6853'THE FOLLOWING TEXT WAS TAKEN FROM A 1954 HORIZONTAL CONTROL
 AK6853'DESCRIPTION BY USGS--
 AK6853'APOPKA, 6.0 MI N. AND 0.4 MI W. OF, NEAR 1/4 COR. SECS. 9 AND 16,
 AK6853'T. 20 S., R. 28 E., 36 FT N. AND 406 FT E. OF CENTERLINE OF E.-W.
 AK6853'RD. AT T-RD. N. (PROJECTED), 2 FT N. OF POWER POLE, IN CONCRETE
 AK6853'POST, STANDARD DISK STAMPED---8 GAF 1954 84 TT---.
 AK6853
 AK6853                          STATION RECOVERY (1991)
 AK6853
 AK6853'RECOVERY NOTE BY ORANGE COUNTY FLORIDA 1991
 AK6853'6-INCH BY 6-INCH CONCRETE MONUMENT WITH 3-INCH BRASS USGS DISC, ABOUT
 AK6853'30 FT (9.1 M) NORTH OF CENTER LINE OF KELLY PARK ROAD, ABOUT 450 FT
 AK6853'(137.2 M) EAST OF CENTER LINE OF INTERSECTION OF KELLY PARK ROAD AND
 AK6853'MOUNT PLYMOUTH ROAD.  BM IS IN FRONT OF ADDRESS 416 KELLY PARK ROAD
 AK6853'AND NORTHWEST OF POWER POLE NUMER 951445.  T20S, R28E, SECTION 9.
 AK6853'(DESCRIPTION SOURCE--THE ORANGE COUNTY ENGINEERING DEPARTMENT.)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0802 ***********************************************************************
 AQ0802  DESIGNATION -  8 JAS
 AQ0802  PID         -  AQ0802
 AQ0802  STATE/COUNTY-  FL/MARION
 AQ0802  COUNTRY     -  US
 AQ0802  USGS QUAD   -  FARLES LAKE (2018)
 AQ0802
 AQ0802                         *CURRENT SURVEY CONTROL
 AQ0802  ______________________________________________________________________
 AQ0802* NAD 83(1990) POSITION- 29 03 02.25937(N) 081 40 33.29280(W)   ADJUSTED
 AQ0802* NAVD 88 ORTHO HEIGHT -    55.037 (meters)      180.57  (feet) ADJUSTED
 AQ0802  ______________________________________________________________________
 AQ0802  GEOID HEIGHT    -        -28.085 (meters)                     GEOID18
 AQ0802  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 AQ0802  DYNAMIC HEIGHT  -         54.958 (meters)      180.31  (feet) COMP
 AQ0802  MODELED GRAVITY -    979,222.2   (mgal)                       NAVD 88
 AQ0802
 AQ0802  HORZ ORDER      -  THIRD
 AQ0802  VERT ORDER      -  FIRST     CLASS II
 AQ0802
 AQ0802.The horizontal coordinates were established by classical geodetic methods
 AQ0802.and adjusted by the National Geodetic Survey in May 1991.
 AQ0802
 AQ0802.The orthometric height was determined by differential leveling and
 AQ0802.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0802.in June 1991.
 AQ0802
 AQ0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0802.GEOID18 height accuracy estimate available here.
 AQ0802
 AQ0802.Click photographs - Photos may exist for this station.
 AQ0802
 AQ0802.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ0802
 AQ0802.The dynamic height is computed by dividing the NAVD 88
 AQ0802.geopotential number by the normal gravity value computed on the
 AQ0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0802.degrees latitude (g = 980.6199 gals.).
 AQ0802
 AQ0802.The modeled gravity was interpolated from observed gravity values.
 AQ0802
 AQ0802. The following values were computed from the NAD 83(1990) position.
 AQ0802
 AQ0802;                    North         East     Units Scale Factor Converg.
 AQ0802;SPC FL W     -   522,684.427   231,561.354   MT  0.99995346   +0 09 26.5
 AQ0802;SPC FL W     - 1,714,840.49    759,714.21   sFT  0.99995346   +0 09 26.5
 AQ0802;UTM  17      - 3,213,783.219   434,197.250   MT  0.99965343   -0 19 41.6
 AQ0802
 AQ0802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ0802!SPC FL W     -   0.99999577  x   0.99995346  =   0.99994923
 AQ0802!UTM  17      -   0.99999577  x   0.99965343  =   0.99964920
 AQ0802
 AQ0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3419713783(NAD 83)
 AQ0802
 AQ0802                          SUPERSEDED SURVEY CONTROL
 AQ0802
 AQ0802  NAD 83(1986)-  29 03 02.26887(N)    081 40 33.29934(W) AD(       ) 3
 AQ0802  NAD 27      -  29 03 01.32798(N)    081 40 34.02022(W) AD(       ) 3
 AQ0802  NGVD 29 (??/??/92)   55.358  (m)          181.62   (f) ADJ UNCH    1 2
 AQ0802  NGVD 29              55.36   (m)          181.6    (f) LEVELING    3  
 AQ0802
 AQ0802.Superseded values are not recommended for survey control.
 AQ0802
 AQ0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0802.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0802
 AQ0802_MARKER: DD = SURVEY DISK
 AQ0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ0802_STAMPING: 8 JAS 1966 182
 AQ0802_MARK LOGO: USGS
 AQ0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0802+STABILITY: SURFACE MOTION
 AQ0802
 AQ0802  HISTORY     - Date     Condition        Report By
 AQ0802  HISTORY     - 1966     MONUMENTED       USGS
 AQ0802  HISTORY     - 1968     GOOD             CGS
 AQ0802  HISTORY     - 1989     GOOD             USPSQD
 AQ0802  HISTORY     - 19910303 GOOD             USPSQD
 AQ0802
 AQ0802                          STATION DESCRIPTION
 AQ0802
 AQ0802'DESCRIBED BY US GEOLOGICAL SURVEY 1966 (JAS)
 AQ0802'ALTOONA, 5.7 MI N. OF POST OFFICE, ALONG STATE HIGHWAY 19, THENCE 2.5
 AQ0802'MI NW. ALONG OCALA NATIONAL FOREST ROAD 73, ABOUT 150 FT W. OF WOODS
 AQ0802'RD. CRSSING, AT CREST OF HILL, ABOUT 40 FT N. OF, AND 5.0 FT HIGHER
 AQ0802'THAN CENTERLINE OF RD., 0.5 FT S. OF METAL WITNESS POST, IN CONCRETE
 AQ0802'POST PROJECTING 6 IN., STANDARD DISK STAMPED---8 JAS 1966 182 ET---.
 AQ0802
 AQ0802                          STATION RECOVERY (1968)
 AQ0802
 AQ0802'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 AQ0802'7.8 MI NW FROM ALTOONA.
 AQ0802'ABOUT 5.4 MILES NORTH ALONG STATE HIGHWAY 19 FROM THE JUNCTION
 AQ0802'OF STATE HIGHWAY 42 LEADING EAST AT ALTOONA, THENCE ABOUT 2.4
 AQ0802'MILES WEST ALONG FOREST SERVICE ROAD 73, ON THE TOP OF A 4-FOOT
 AQ0802'HIGH BANK, 157 FEET NORTHWEST OF AND ACROSS THE ROAD FROM CASTLE
 AQ0802'AZI DESCRIBED, 158 1/2 FEET, NORTHWEST OF AND ACROSS THE ROAD
 AQ0802'FROM POWER LINE POLE NO. TO-212A, 149 FEET WEST OF A SAND TRAIL
 AQ0802'LEADING NORTH, 41 FEET NORTH OF THE CENTER LINE OF THE ROAD, 0.6
 AQ0802'FOOT SOUTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL
 AQ0802'OF THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AQ0802'3 INCHES ABOVE THE LEVEL OF THE GROUND.
 AQ0802
 AQ0802                          STATION RECOVERY (1989)
 AQ0802
 AQ0802'RECOVERY NOTE BY US POWER SQUADRON 1989 (KJ)
 AQ0802'RECOVERED IN GOOD CONDITION.
 AQ0802
 AQ0802                          STATION RECOVERY (1991)
 AQ0802
 AQ0802'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0802'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9826 ***********************************************************************
 AC9826  DESIGNATION -  8 RJN
 AC9826  PID         -  AC9826
 AC9826  STATE/COUNTY-  FL/PUTNAM
 AC9826  COUNTRY     -  US
 AC9826  USGS QUAD   -  RODMAN (2018)
 AC9826
 AC9826                         *CURRENT SURVEY CONTROL
 AC9826  ______________________________________________________________________
 AC9826* NAD 83(1986) POSITION- 29 32 31.     (N) 081 45 07.     (W)   SCALED
 AC9826* NAVD 88 ORTHO HEIGHT -     7.095 (meters)       23.28  (feet) ADJUSTED
 AC9826  ______________________________________________________________________
 AC9826  GEOID HEIGHT    -        -28.322 (meters)                     GEOID18
 AC9826  DYNAMIC HEIGHT  -          7.085 (meters)       23.24  (feet) COMP
 AC9826  MODELED GRAVITY -    979,278.7   (mgal)                       NAVD 88
 AC9826
 AC9826  VERT ORDER      -  FIRST     CLASS II
 AC9826
 AC9826.The horizontal coordinates were scaled from a map and have
 AC9826.an estimated accuracy of +/- 6 seconds.
 AC9826
 AC9826.The orthometric height was determined by differential leveling and
 AC9826.adjusted by the NATIONAL GEODETIC SURVEY
 AC9826.in September 1997.
 AC9826
 AC9826.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9826.GEOID18 height accuracy estimate available here.
 AC9826
 AC9826.Click photographs - Photos may exist for this station.
 AC9826
 AC9826.The dynamic height is computed by dividing the NAVD 88
 AC9826.geopotential number by the normal gravity value computed on the
 AC9826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9826.degrees latitude (g = 980.6199 gals.).
 AC9826
 AC9826.The modeled gravity was interpolated from observed gravity values.
 AC9826
 AC9826;                    North         East    Units  Estimated Accuracy
 AC9826;SPC FL E     -   577,330.      127,120.      MT  (+/- 180 meters Scaled)
 AC9826
 AC9826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN271682(NAD 83)
 AC9826
 AC9826                          SUPERSEDED SURVEY CONTROL
 AC9826
 AC9826.No superseded survey control is available for this station.
 AC9826
 AC9826_MARKER: DD = SURVEY DISK
 AC9826_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9826_SP_SET: WINGWALL
 AC9826_STAMPING: 8 RJN 1967 USGS 24
 AC9826_MARK LOGO: FLSRD
 AC9826_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9826+STABILITY: SURFACE MOTION
 AC9826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9826+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2004
 AC9826
 AC9826  HISTORY     - Date     Condition        Report By
 AC9826  HISTORY     - 1967     MONUMENTED       FLSRD
 AC9826  HISTORY     - 19960813 GOOD             FLDEP
 AC9826  HISTORY     - 20040721 GOOD             FLDEP
 AC9826
 AC9826                          STATION DESCRIPTION
 AC9826
 AC9826'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9826'THE MARK IS ABOUT 13.1 MI (21.1 KM) NORTH OF SALT SPRINGS, 11.9 MI
 AC9826'(19.2 KM) SOUTHWEST OF PALATKA IN SECTION 37, TOWNSHIP 11 SOUTH, RANGE
 AC9826'25 EAST. TO REACH THE MARK FROM THE CITY HALL IN PALATKA ON U.S.
 AC9826'HIGHWAY 17 (REID STREET, STATE ROAD 100), GO WEST ON U.S. HIGHWAY 17
 AC9826'(REID STREET, STATE ROAD 100) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF
 AC9826'STATE ROAD 100 ON THE LEFT, TURN LEFT ON STATE ROAD 100 AND GO
 AC9826'NORHTWEST FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF STATE ROAD 19,
 AC9826'TURN LEFT ON STATE ROAD 19 AND GO SOUTH-SOUTHWEST FOR 8.25 MI (13.28
 AC9826'KM) TO THE JUNCTION OF BUCKMAN LOCK ROAD ON THE LEFT, CONTINUE SOUTH
 AC9826'ON STATE ROAD 19 FOR 1.65 MI (2.66 KM) TO A SMALL BRIDGE AND THE MARK
 AC9826'ON THE LEFT, SET IN THE SOUTH END OF THE SMALL BRIDGE 0.5 FT (15.2 CM)
 AC9826'ABOVE THE LEVEL OF STATE ROAD 19. LOCATED 18.8 FT (5.7 M) SOUTHEAST OF
 AC9826'THE APPROXIMATE CENTERLINE OF STATE ROAD 19, 9.4 FT (2.9 M) NORTHEAST
 AC9826'OF THE SOUTH END OF THE SOUTHEAST WINGWALL AND 4.1 FT (1.2 M)
 AC9826'SOUTHEAST OF THE METAL GUARDRAIL.
 AC9826
 AC9826                          STATION RECOVERY (2004)
 AC9826
 AC9826'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC9826'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6856 ***********************************************************************
 AG6856  DESIGNATION -  8 ST PETERSBURG
 AG6856  PID         -  AG6856
 AG6856  STATE/COUNTY-  FL/PINELLAS
 AG6856  COUNTRY     -  US
 AG6856  USGS QUAD   -  PORT TAMPA (2018)
 AG6856
 AG6856                         *CURRENT SURVEY CONTROL
 AG6856  ______________________________________________________________________
 AG6856* NAD 83(1986) POSITION- 27 47 22.3    (N) 082 37 24.2    (W)   HD_HELD2
 AG6856* NAVD 88 ORTHO HEIGHT -     0.981 (meters)        3.22  (feet) ADJUSTED
 AG6856  ______________________________________________________________________
 AG6856  GEOID HEIGHT    -        -24.583 (meters)                     GEOID18
 AG6856  DYNAMIC HEIGHT  -          0.979 (meters)        3.21  (feet) COMP
 AG6856  MODELED GRAVITY -    979,175.1   (mgal)                       NAVD 88
 AG6856
 AG6856  VERT ORDER      -  SECOND    CLASS II
 AG6856
 AG6856.The horizontal coordinates were established by autonomous hand held GPS
 AG6856.observations and have an estimated accuracy of +/- 10 meters.
 AG6856
 AG6856.The orthometric height was determined by differential leveling and
 AG6856.adjusted by the NATIONAL GEODETIC SURVEY
 AG6856.in June 1991.
 AG6856
 AG6856.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6856.GEOID18 height accuracy estimate available here.
 AG6856
 AG6856.Click photographs - Photos may exist for this station.
 AG6856
 AG6856.The dynamic height is computed by dividing the NAVD 88
 AG6856.geopotential number by the normal gravity value computed on the
 AG6856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6856.degrees latitude (g = 980.6199 gals.).
 AG6856
 AG6856.The modeled gravity was interpolated from observed gravity values.
 AG6856
 AG6856;                    North         East    Units  Estimated Accuracy
 AG6856;SPC FL W     -   383,042.      138,567.      MT  (+/- 10 meters HH2 GPS)
 AG6856
 AG6856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4006374944(NAD 83)
 AG6856
 AG6856                          SUPERSEDED SURVEY CONTROL
 AG6856
 AG6856  NGVD 29 (??/??/92)    1.245  (m)            4.08   (f) ADJ UNCH    2 2
 AG6856
 AG6856.Superseded values are not recommended for survey control.
 AG6856
 AG6856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6856.See file dsdata.pdf to determine how the superseded data were derived.
 AG6856
 AG6856_MARKER: DD = SURVEY DISK
 AG6856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6856+STABILITY: SURFACE MOTION
 AG6856_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6856+SATELLITE: SATELLITE OBSERVATIONS - October 30, 2003
 AG6856
 AG6856  HISTORY     - Date     Condition        Report By
 AG6856  HISTORY     - UNK      MONUMENTED       FL2730
 AG6856  HISTORY     - 1975     GOOD             FLDT
 AG6856  HISTORY     - 19980413 GOOD             USPSQD
 AG6856  HISTORY     - 20031030 GOOD             USPSQD
 AG6856  HISTORY     - 20070228 GOOD             USPSQD
 AG6856
 AG6856                          STATION DESCRIPTION
 AG6856
 AG6856'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6856'AT ST PETERSBURG.
 AG6856'TO REACH STATION FROM THE INTERSECTION OF 4TH STREET N. (S.R.
 AG6856'687) AND 5TH AVE. N. (S.R. 595), RUN NORTHERLY ON 4TH STREET N.
 AG6856'FOR 0.55 MILE TO THE INTERSECTION OF 13TH AVE. N., TURN RIGHT ON
 AG6856'13TH AVE. N. AND RUN EASTERLY FOR 0.75 MILE TO THE INTERSECTION OF
 AG6856'BEACH DRIVE NE, TURN LEFT ON BEACH DRIVE AND RUN NORTHERLY FOR
 AG6856'0.4 MILE TO THE T JUNCTION OF COFFEE POST BLVD.  STATION ON RIGHT,
 AG6856'IN THE SE CORNER, 36.6 FT. E/SE OF THE CENTERLINE OF BEACH DRIVE,
 AG6856'27.5 FT. S/SW OF THE CENTERLINE OF COFFEE POT BLVD., 14.0 FT.
 AG6856'SE OF SIGNAL AND LIGHT POLE, NO NUMBER, 28.0 FT. WEST OF A 24
 AG6856'INCH OAK TREE, 0.5 FT. SE OF THE EDGE OF SIDEWALK.  SET IN TOP
 AG6856'OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND.  SECTION 17,
 AG6856'T 31S, R 17E
 AG6856
 AG6856                          STATION RECOVERY (1998)
 AG6856
 AG6856'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG6856'RECOVERED IN GOOD CONDITION.
 AG6856
 AG6856                          STATION RECOVERY (2003)
 AG6856
 AG6856'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG6856'RECOVERED IN GOOD CONDITION.
 AG6856
 AG6856                          STATION RECOVERY (2007)
 AG6856
 AG6856'RECOVERY NOTE BY US POWER SQUADRON 2007 (HOH)
 AG6856'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9210 ***********************************************************************
 DO9210  DESIGNATION -  8.3 330Z
 DO9210  PID         -  DO9210
 DO9210  STATE/COUNTY-  FL/POLK
 DO9210  COUNTRY     -  US
 DO9210  USGS QUAD   -  BAIRD (2018)
 DO9210
 DO9210                         *CURRENT SURVEY CONTROL
 DO9210  ______________________________________________________________________
 DO9210* NAD 83(1986) POSITION- 27 43 35.8    (N) 081 58 02.5    (W)   HD_HELD2
 DO9210* NAVD 88 ORTHO HEIGHT -    42.402 (meters)      139.11  (feet) ADJUSTED
 DO9210  ______________________________________________________________________
 DO9210  GEOID HEIGHT    -        -25.285 (meters)                     GEOID18
 DO9210  DYNAMIC HEIGHT  -         42.339 (meters)      138.91  (feet) COMP
 DO9210  MODELED GRAVITY -    979,153.3   (mgal)                       NAVD 88
 DO9210
 DO9210  VERT ORDER      -  FIRST     CLASS II
 DO9210
 DO9210.The horizontal coordinates were established by autonomous hand held GPS
 DO9210.observations and have an estimated accuracy of +/- 10 meters.
 DO9210
 DO9210.The orthometric height was determined by differential leveling and
 DO9210.adjusted by the NATIONAL GEODETIC SURVEY
 DO9210.in December 2013.
 DO9210
 DO9210.No vertical observational check was made to the station.
 DO9210
 DO9210.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9210.GEOID18 height accuracy estimate available here.
 DO9210
 DO9210.Click photographs - Photos may exist for this station.
 DO9210
 DO9210.The dynamic height is computed by dividing the NAVD 88
 DO9210.geopotential number by the normal gravity value computed on the
 DO9210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9210.degrees latitude (g = 980.6199 gals.).
 DO9210
 DO9210.The modeled gravity was interpolated from observed gravity values.
 DO9210
 DO9210;                    North         East    Units  Estimated Accuracy
 DO9210;SPC FL W     -   375,915.      203,218.      MT  (+/- 10 meters HH2 GPS)
 DO9210
 DO9210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML0464567292(NAD 83)
 DO9210
 DO9210                          SUPERSEDED SURVEY CONTROL
 DO9210
 DO9210.No superseded survey control is available for this station.
 DO9210
 DO9210_MARKER: DD = SURVEY DISK
 DO9210_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 DO9210_STAMPING: 8.3-330Z LB 262
 DO9210_MARK LOGO: GULFST
 DO9210_PROJECTION: RECESSED 8 CENTIMETERS
 DO9210_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9210+STABILITY: SURFACE MOTION
 DO9210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9210+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2013
 DO9210
 DO9210  HISTORY     - Date     Condition        Report By
 DO9210  HISTORY     - UNK      MONUMENTED       GULFST
 DO9210  HISTORY     - 20130113 GOOD             FLDEP
 DO9210
 DO9210                          STATION DESCRIPTION
 DO9210
 DO9210'DESCRIBED BY FL DEPT OF ENV PRO 2013 (PBM)
 DO9210'THE MARK IS ABOUT 8.0 MI (12.9 KM) NORTH OF FORT GREEN, 4.8 MI (7.7
 DO9210'KM) SOUTH OF BRADLEY JUNCTION, 2.8 MI (4.5 KM) NORTH-NORTHWEST OF
 DO9210'BAIRD, IN SECTION 1, TOWNSHIP 32 SOUTH, RANGE 23 EAST.
 DO9210'
 DO9210'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 37 AND COUNTY ROAD
 DO9210'630 ABOUT 12.4 MI (20.0 KM) WEST OF FORT MEADE, GO EAST ON COUNTY ROAD
 DO9210'630 FOR 1.45 MI (2.3 KM) TO THE INTERSECTION OF FORT GREEN ROAD ON THE
 DO9210'RIGHT AND OLD HIGHWAY 37 ON THE LEFT.  TURN RIGHT ON FORT GREEN ROAD
 DO9210'AND GO SOUTH FOR 1.3 MI (2.1 KM) TO THE MARK ON THE RIGHT, A METAL ROD
 DO9210'AND DISC DRIVEN TO AN UNKNOWN DEPTH IN A 5-INCH (13 CM) PVC PIPE
 DO9210'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 2.0 FT (0.6
 DO9210'M) BELOW THE LEVEL OF FORT GREEN ROAD.
 DO9210'
 DO9210'LOCATED 33.2 FT (10.1 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DO9210'FORT GREEN ROAD, 33.0 FT (10.1 M) SOUTH-SOUTHWEST OF POWER POLE NUMBER
 DO9210'639-531, 2.0 FT (0.6 M) NORTHEAST OF THE BARBED WIRE FENCE AND 0.8 FT
 DO9210'(24 CM) NORTHEAST OF A CARSONITE WITNESS POST.
 DO9210'
 DO9210'NOTE-ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK4013 ***********************************************************************
 AK4013  DESIGNATION -  8.40
 AK4013  PID         -  AK4013
 AK4013  STATE/COUNTY-  FL/BREVARD
 AK4013  COUNTRY     -  US
 AK4013  USGS QUAD   -  MELBOURNE EAST (2018)
 AK4013
 AK4013                         *CURRENT SURVEY CONTROL
 AK4013  ______________________________________________________________________
 AK4013* NAD 83(1986) POSITION- 28 05 18.     (N) 080 34 37.     (W)   SCALED
 AK4013* NAVD 88 ORTHO HEIGHT -     2.118 (meters)        6.95  (feet) POSTED
 AK4013  ______________________________________________________________________
 AK4013  GEOID HEIGHT    -        -28.234 (meters)                     GEOID18
 AK4013  DYNAMIC HEIGHT  -          2.11  (meters)        6.9   (feet) COMP
 AK4013  MODELED GRAVITY -    979,177.7   (mgal)                       NAVD 88
 AK4013
 AK4013  VERT ORDER      -  * POSTED, SEE BELOW
 AK4013
 AK4013.The horizontal coordinates were scaled from a map and have
 AK4013.an estimated accuracy of +/- 6 seconds.
 AK4013
 AK4013.The orthometric height was determined by differential leveling
 AK4013.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AK4013
 AK4013.* This is a POSTED BENCH MARK height.
 AK4013
 AK4013.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK4013.GEOID18 height accuracy estimate available here.
 AK4013
 AK4013.Click photographs - Photos may exist for this station.
 AK4013
 AK4013.The dynamic height is computed by dividing the NAVD 88
 AK4013.geopotential number by the normal gravity value computed on the
 AK4013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK4013.degrees latitude (g = 980.6199 gals.).
 AK4013
 AK4013.The modeled gravity was interpolated from observed gravity values.
 AK4013
 AK4013;                    North         East    Units  Estimated Accuracy
 AK4013;SPC FL E     -   416,070.      241,580.      MT  (+/- 180 meters Scaled)
 AK4013
 AK4013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM415070(NAD 83)
 AK4013
 AK4013                          SUPERSEDED SURVEY CONTROL
 AK4013
 AK4013  NGVD 29 (??/??/92)    2.56   (m)            8.4    (f) COMPUTED    2 0
 AK4013
 AK4013.Superseded values are not recommended for survey control.
 AK4013
 AK4013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK4013.See file dsdata.pdf to determine how the superseded data were derived.
 AK4013
 AK4013_MARKER: DD = SURVEY DISK
 AK4013_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AK4013_SP_SET: BRIDGE ABUTMENT
 AK4013_STAMPING: 8.40
 AK4013_MARK LOGO: FLHD
 AK4013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK4013
 AK4013  HISTORY     - Date     Condition        Report By
 AK4013  HISTORY     - UNK      MONUMENTED       FLHD
 AK4013  HISTORY     - 1953     GOOD             CGS
 AK4013  HISTORY     - 1970     MARK NOT FOUND   NGS
 AK4013  HISTORY     - 20191018 MARK NOT FOUND   GEOCAC
 AK4013
 AK4013                          STATION DESCRIPTION
 AK4013
 AK4013'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 AK4013'ABOUT 1.85 MILES EAST ALONG STATE HIGHWAY 516 FROM THE FLORIDA
 AK4013'EAST COAST RAILWAY STATION AT MELBOURNE, IN THE TOP OF THE
 AK4013'WEST ABUTMENT OF BRIDGE NO. 37 AT EAST END OF INDIAN RIVER
 AK4013'CAUSEWAY, 13 FEET NORTH OF CENTER LINE OF HIGHWAY AND ABOUT
 AK4013'3/4 FEET ABOVE LEVEL OF HIGHWAY.  NOTE-- A NEW BRIDGE HAS BEEN
 AK4013'BUILT AT THE DESCRIBED LOCATION IN 1969 AND THE MARK WAS PROBABLY
 AK4013'DESTROYED.
 AK4013
 AK4013                          STATION RECOVERY (1970)
 AK4013
 AK4013'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AK4013'MARK NOT FOUND.
 AK4013
 AK4013                          STATION RECOVERY (2019)
 AK4013
 AK4013'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK4013'THE ROAD HAS BEEN WIDENED AND THE BRIDGE HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4768 ***********************************************************************
 AC4768  DESIGNATION -  8.42
 AC4768  PID         -  AC4768
 AC4768  STATE/COUNTY-  FL/COLLIER
 AC4768  COUNTRY     -  US
 AC4768  USGS QUAD   -  ROYAL PALM HAMMOCK (2018)
 AC4768
 AC4768                         *CURRENT SURVEY CONTROL
 AC4768  ______________________________________________________________________
 AC4768* NAD 83(2011) POSITION- 25 59 13.46450(N) 081 34 21.91824(W)   ADJUSTED
 AC4768* NAD 83(2011) ELLIP HT-   -21.403 (meters)        (06/27/12)   ADJUSTED
 AC4768* NAD 83(2011) EPOCH   -  2010.00
 AC4768* NAVD 88 ORTHO HEIGHT -     2.149 (meters)        7.05  (feet) ADJUSTED
 AC4768  ______________________________________________________________________
 AC4768  GEOID HEIGHT    -        -23.521 (meters)                     GEOID18
 AC4768  NAD 83(2011) X  -    840,766.873 (meters)                     COMP
 AC4768  NAD 83(2011) Y  - -5,674,987.876 (meters)                     COMP
 AC4768  NAD 83(2011) Z  -  2,777,765.332 (meters)                     COMP
 AC4768  LAPLACE CORR    -         -1.88  (seconds)                    DEFLEC18
 AC4768  DYNAMIC HEIGHT  -          2.145 (meters)        7.04  (feet) COMP
 AC4768  MODELED GRAVITY -    979,035.9   (mgal)                       NAVD 88
 AC4768
 AC4768  VERT ORDER      -  FIRST     CLASS II
 AC4768
 AC4768  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC4768  Standards:
 AC4768         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC4768            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC4768  -------------------------------------------------------------------
 AC4768  NETWORK    1.37   2.59           0.53   0.59   1.32     -0.04523929
 AC4768  -------------------------------------------------------------------
 AC4768  Click here for local accuracies and other accuracy information.
 AC4768
 AC4768.The horizontal coordinates were established by GPS observations
 AC4768.and adjusted by the National Geodetic Survey in June 2012.
 AC4768
 AC4768.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC4768.been affixed to the stable North American tectonic plate. See 
 AC4768.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC4768
 AC4768.The horizontal coordinates are valid at the epoch date displayed above
 AC4768.which is a decimal equivalence of Year/Month/Day.
 AC4768
 AC4768.The orthometric height was determined by differential leveling and
 AC4768.adjusted by the NATIONAL GEODETIC SURVEY
 AC4768.in September 1992.
 AC4768
 AC4768.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4768.GEOID18 height accuracy estimate available here.
 AC4768
 AC4768.Click photographs - Photos may exist for this station.
 AC4768
 AC4768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4768
 AC4768.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC4768
 AC4768.The ellipsoidal height was determined by GPS observations
 AC4768.and is referenced to NAD 83.
 AC4768
 AC4768.The dynamic height is computed by dividing the NAVD 88
 AC4768.geopotential number by the normal gravity value computed on the
 AC4768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4768.degrees latitude (g = 980.6199 gals.).
 AC4768
 AC4768.The modeled gravity was interpolated from observed gravity values.
 AC4768
 AC4768. The following values were computed from the NAD 83(2011) position.
 AC4768
 AC4768;                    North         East     Units Scale Factor Converg.
 AC4768;SPC FL E     -   183,308.424   142,653.578   MT  0.99998177   -0 15 03.5
 AC4768;SPC FL E     -   601,404.39    468,022.61   sFT  0.99998177   -0 15 03.5
 AC4768;UTM  17      - 2,874,377.861   442,673.145   MT  0.99964058   -0 15 03.5
 AC4768
 AC4768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4768!SPC FL E     -   1.00000336  x   0.99998177  =   0.99998513
 AC4768!UTM  17      -   1.00000336  x   0.99964058  =   0.99964394
 AC4768
 AC4768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ4267374377(NAD 83)
 AC4768
 AC4768                          SUPERSEDED SURVEY CONTROL
 AC4768
 AC4768  NAD 83(2007)-  25 59 13.46473(N)    081 34 21.91899(W) AD(2002.00) 0
 AC4768  ELLIP H (02/10/07)  -21.370  (m)                       GP(2002.00)    
 AC4768  NAD 83(1999)-  25 59 13.46453(N)    081 34 21.91991(W) AD(       ) 1
 AC4768  ELLIP H (12/12/02)  -21.303  (m)                       GP(       ) 4 1
 AC4768  NAVD 88               2.15   (m)            7.1    (f) LEVELING    3  
 AC4768  NGVD 29 (09/01/92)    2.548  (m)            8.36   (f) ADJUSTED    1 2
 AC4768
 AC4768.Superseded values are not recommended for survey control.
 AC4768
 AC4768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4768.See file dsdata.pdf to determine how the superseded data were derived.
 AC4768
 AC4768_MARKER: DD = SURVEY DISK
 AC4768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC4768_SP_SET: BRIDGE GUARDRAIL
 AC4768_STAMPING: 8.42
 AC4768_MARK LOGO: FLDT
 AC4768_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4768+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2021
 AC4768
 AC4768  HISTORY     - Date     Condition        Report By
 AC4768  HISTORY     - UNK      MONUMENTED       FLDT
 AC4768  HISTORY     - 19920228 GOOD             NGS
 AC4768  HISTORY     - 19991231 GOOD             USPSQD
 AC4768  HISTORY     - 20010712 GOOD             LDBLS
 AC4768  HISTORY     - 2002     GOOD             MAPTEC
 AC4768  HISTORY     - 20040217 GOOD             FLDEP
 AC4768  HISTORY     - 20130115 GOOD             FL-021
 AC4768  HISTORY     - 20150310 GOOD             GEOCAC
 AC4768  HISTORY     - 20180627 GOOD             WANTGP
 AC4768  HISTORY     - 20210311 GOOD             UFL
 AC4768
 AC4768                          STATION DESCRIPTION
 AC4768
 AC4768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AC4768'27.4 KM (17.00 MI) EASTERLY ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AC4768'OF STATE HIGHWAY 84 IN NAPLES, IN TOP OF AND 0.6 M (2.0 FT) WEST OF
 AC4768'THE EAST END OF THE SOUTH CONCRETE BRIDGE RAIL OF THE EAST ABUTMENT
 AC4768'OF BRIDGE NUMBER 030042, 4.8 M (15.7 FT) SOUTH OF THE CENTERLINE OF
 AC4768'THE HIGHWAY, AND 0.8 M (2.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AC4768
 AC4768                          STATION RECOVERY (1999)
 AC4768
 AC4768'RECOVERY NOTE BY US POWER SQUADRON 1999
 AC4768'RECOVERED IN GOOD CONDITION.
 AC4768
 AC4768                          STATION RECOVERY (2001)
 AC4768
 AC4768'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AC4768'THE MARK IS ABOUT 27.2 KM (16.9 MI) SOUTHEAST OF NAPLES, ABOUT 23.1 KM
 AC4768'(14.35 MI) NORTHWEST OF THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 AC4768'29, IN SECTION 35, TOWNSHIP 51 SOUTH, RANGE 27 EAST, CARNESTOWN,
 AC4768'COLLIER COUNTY, FLORIDA.  OWNERSHIP--FLORIDA DEPARTMENT OF
 AC4768'TRANSPORTATION.
 AC4768'
 AC4768'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AC4768'COUNTY ROAD 951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD
 AC4768'951 11.1 KM (6.9 MI) TO ITS INTERSECTION WITH U.S. HIGHWAY 41 (TAMIAMI
 AC4768'TRAIL), GO SOUTHEAST ON U.S. HIGHWAY 41 13.1 KM (8.16 MI) TO THE
 AC4768'JUNCTION WITH COUNTY ROAD 92, CONTINUE SOUTHEAST ON U.S. HIGHWAY 41
 AC4768'2.3 KM (1.4 MI) TO THE SOUTHEAST END OF BRIDGE NUMBER 030042 AND THE
 AC4768'MARK ON THE RIGHT.
 AC4768'
 AC4768'THE MARK IS 4.91 M (16.1 FT) SOUTHWEST OF THE CENTERLINE OF U.S.
 AC4768'HIGHWAY 41, 0.61 M (2.0 FT) NORTHWEST OF THE SOUTHEAST END OF THE
 AC4768'CONCRETE GUARDRAIL, AND 0.15 M (0.5 FT) SOUTHEAST OF AN EXPANSION
 AC4768'JOINT (BETWEEN BRIDGE AND ABUTMENT)  THE MARK IS A DISK SET FLUSH IN
 AC4768'THE TOP OF THE CONCRETE GUARDRAIL ON THE SOUTHEAST ABUTMENT OF THE
 AC4768'BRIDGE, ABOUT 0.79 M (2.6 FT) ABOVE THE LEVEL OF THE ROAD.
 AC4768
 AC4768                          STATION RECOVERY (2002)
 AC4768
 AC4768'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC4768'RECOVERED IN GOOD CONDITION.
 AC4768
 AC4768                          STATION RECOVERY (2004)
 AC4768
 AC4768'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AC4768'RECOVERED IN GOOD CONDITION.
 AC4768
 AC4768                          STATION RECOVERY (2013)
 AC4768
 AC4768'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC4768'RECOVERED IN GOOD CONDITION.
 AC4768
 AC4768                          STATION RECOVERY (2015)
 AC4768
 AC4768'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC4768'RECOVERED IN GOOD CONDITION.
 AC4768
 AC4768                          STATION RECOVERY (2018)
 AC4768
 AC4768'RECOVERY NOTE BY WANTMAN GROUP INC 2018 (JC)
 AC4768'RECOVERED IN GOOD CONDITION.
 AC4768
 AC4768                          STATION RECOVERY (2021)
 AC4768
 AC4768'RECOVERY NOTE BY UNIVERSITY OF FLORIDA 2021 (HAL)
 AC4768'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0303 ***********************************************************************
 DI0303  DESIGNATION -  8.8 47 0Z
 DI0303  PID         -  DI0303
 DI0303  STATE/COUNTY-  FL/POLK
 DI0303  COUNTRY     -  US
 DI0303  USGS QUAD   -  POLK CITY (2018)
 DI0303
 DI0303                         *CURRENT SURVEY CONTROL
 DI0303  ______________________________________________________________________
 DI0303* NAD 83(1986) POSITION- 28 09 37.     (N) 081 46 19.     (W)   SCALED
 DI0303* NAVD 88 ORTHO HEIGHT -    42.052 (meters)      137.97  (feet) ADJUSTED
 DI0303  ______________________________________________________________________
 DI0303  GEOID HEIGHT    -        -26.975 (meters)                     GEOID18
 DI0303  DYNAMIC HEIGHT  -         41.989 (meters)      137.76  (feet) COMP
 DI0303  MODELED GRAVITY -    979,151.5   (mgal)                       NAVD 88
 DI0303
 DI0303  VERT ORDER      -  FIRST     CLASS II
 DI0303
 DI0303.The horizontal coordinates were scaled from a map and have
 DI0303.an estimated accuracy of +/- 6 seconds.
 DI0303
 DI0303.The orthometric height was determined by differential leveling and
 DI0303.adjusted by the NATIONAL GEODETIC SURVEY
 DI0303.in September 2007.
 DI0303
 DI0303.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0303.GEOID18 height accuracy estimate available here.
 DI0303
 DI0303.Click photographs - Photos may exist for this station.
 DI0303
 DI0303.The dynamic height is computed by dividing the NAVD 88
 DI0303.geopotential number by the normal gravity value computed on the
 DI0303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0303.degrees latitude (g = 980.6199 gals.).
 DI0303
 DI0303.The modeled gravity was interpolated from observed gravity values.
 DI0303
 DI0303;                    North         East    Units  Estimated Accuracy
 DI0303;SPC FL W     -   423,990.      222,400.      MT  (+/- 180 meters Scaled)
 DI0303
 DI0303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM242151(NAD 83)
 DI0303
 DI0303                          SUPERSEDED SURVEY CONTROL
 DI0303
 DI0303.No superseded survey control is available for this station.
 DI0303
 DI0303_MARKER: DD = SURVEY DISK
 DI0303_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DI0303+WITH SETTING: INFORMATION.
 DI0303_STAMPING: 8.8-470Z LB262
 DI0303_MARK LOGO: GULFST
 DI0303_PROJECTION: RECESSED 13 CENTIMETERS
 DI0303_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0303+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2004
 DI0303
 DI0303  HISTORY     - Date     Condition        Report By
 DI0303  HISTORY     - 2004     MONUMENTED       GULFST
 DI0303  HISTORY     - 20041123 GOOD             FLDEP
 DI0303
 DI0303                          STATION DESCRIPTION
 DI0303
 DI0303'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BPJ)
 DI0303'THE MARK IS ABOUT 3.7 MI SOUTHEAST OF POLK CITY, IN SECTION 1,
 DI0303'TOWNSHIP 27 SOUTH, RANGE 25  EAST.
 DI0303'
 DI0303'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 33 AND COUNTY ROAD
 DI0303'557A IN POLK CITY,  GO SOUTHEAST ON COUNTY ROAD 557A FOR 3.75 MI TO
 DI0303'THE MARK ON THE LEFT, AN ALUMINUM DISK  AND ROD DRIVEN TO AN UNKNOWN
 DI0303'DEPTH ENCASED IN A 5-INCH PVC PIPE SET IN CONCRETE THAT IS  RECESSED
 DI0303'0.5 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT ABOVE THE LEVEL
 DI0303'OF  COUNTY ROAD 557A.
 DI0303'
 DI0303'LOCATED 85.2 FT SOUTHEAST OF POWER POLE NUMBER 47358-49067, 76.1 FT
 DI0303'NORTHEAST OF THE  APPROXIMATE CENTERLINE OF COUNTY ROAD 557A, 3.0 FT
 DI0303'SOUTHWEST OF A BARB WIRE FENCE AND  2.5 FT SOUTHWEST OF A CARSONITE
 DI0303'WITNESS POST.
 DI0303'
 DI0303'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6301 ***********************************************************************
 AD6301  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6301  DESIGNATION -  8.88
 AD6301  PID         -  AD6301
 AD6301  STATE/COUNTY-  FL/COLLIER
 AD6301  COUNTRY     -  US
 AD6301  USGS QUAD   -  BONITA SPRINGS (2018)
 AD6301
 AD6301                         *CURRENT SURVEY CONTROL
 AD6301  ______________________________________________________________________
 AD6301* NAD 83(1986) POSITION- 26 17 21.7    (N) 081 49 06.5    (W)   HD_HELD2
 AD6301* NAVD 88 ORTHO HEIGHT -     2.330 (meters)        7.64  (feet) ADJUSTED
 AD6301  ______________________________________________________________________
 AD6301  GEOID HEIGHT    -        -23.784 (meters)                     GEOID18
 AD6301  DYNAMIC HEIGHT  -          2.326 (meters)        7.63  (feet) COMP
 AD6301  MODELED GRAVITY -    979,051.1   (mgal)                       NAVD 88
 AD6301
 AD6301  VERT ORDER      -  FIRST     CLASS II
 AD6301
 AD6301.The horizontal coordinates were established by autonomous hand held GPS
 AD6301.observations and have an estimated accuracy of +/- 10 meters.
 AD6301
 AD6301.The orthometric height was determined by differential leveling and
 AD6301.adjusted by the NATIONAL GEODETIC SURVEY
 AD6301.in May 2013.
 AD6301
 AD6301.No vertical observational check was made to the station.
 AD6301
 AD6301.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6301.GEOID18 height accuracy estimate available here.
 AD6301
 AD6301.This Tidal Bench Mark is designated as VM 10597
 AD6301.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6301
 AD6301.Click photographs - Photos may exist for this station.
 AD6301
 AD6301.The dynamic height is computed by dividing the NAVD 88
 AD6301.geopotential number by the normal gravity value computed on the
 AD6301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6301.degrees latitude (g = 980.6199 gals.).
 AD6301
 AD6301.The modeled gravity was interpolated from observed gravity values.
 AD6301
 AD6301;                    North         East    Units  Estimated Accuracy
 AD6301;SPC FL E     -   216,930.      118,261.      MT  (+/- 10 meters HH2 GPS)
 AD6301
 AD6301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1828907987(NAD 83)
 AD6301
 AD6301                          SUPERSEDED SURVEY CONTROL
 AD6301
 AD6301  NAVD 88 (06/15/91)    2.328  (m)            7.64   (f) SUPERSEDED  2 1
 AD6301  NGVD 29 (09/01/92)    2.703  (m)            8.87   (f) ADJUSTED    2 1
 AD6301
 AD6301.Superseded values are not recommended for survey control.
 AD6301
 AD6301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6301.See file dsdata.pdf to determine how the superseded data were derived.
 AD6301
 AD6301_MARKER: DD = SURVEY DISK
 AD6301_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD6301_SP_SET: BRIDGE ABUTMENT
 AD6301_STAMPING: 8.88
 AD6301_MARK LOGO: FLSRD
 AD6301_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6301_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6301+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AD6301
 AD6301  HISTORY     - Date     Condition        Report By
 AD6301  HISTORY     - UNK      MONUMENTED       FLHD
 AD6301  HISTORY     - 1984     GOOD             FLDNR
 AD6301  HISTORY     - 1990     GOOD             USPSQD
 AD6301  HISTORY     - 19991231 GOOD             USPSQD
 AD6301  HISTORY     - 20080806 GOOD             FLDEP
 AD6301  HISTORY     - 20120620 GOOD             FLDEP
 AD6301
 AD6301                          STATION DESCRIPTION
 AD6301
 AD6301'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6301'2.15 MI NNW FROM NAPLES PARK.
 AD6301'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6301'1 MILE WEST ON C 846 TO THE INTERSECTION OF COUNTY ROAD 901, GO 1.15
 AD6301'MILES NORTH ON COUNTY ROAD 901 TO A PAIR OF BRIDGES OVER THE
 AD6301'COCOHATCHEE RIVER.  THE MARK IS SET IN THE ABUTMENT AT THE SOUTHEAST
 AD6301'CORNER OF THE SOUTHERN BRIDGE, 14 FEET EAST OF THE CENTERLINE OF THE
 AD6301'ROAD.
 AD6301
 AD6301                          STATION RECOVERY (1990)
 AD6301
 AD6301'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6301'RECOVERED IN GOOD CONDITION.
 AD6301
 AD6301                          STATION RECOVERY (1999)
 AD6301
 AD6301'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD6301'RECOVERED IN GOOD CONDITION.
 AD6301
 AD6301                          STATION RECOVERY (2008)
 AD6301
 AD6301'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6301'RECOVERED AS DESCRIBED.
 AD6301
 AD6301                          STATION RECOVERY (2012)
 AD6301
 AD6301'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (MAH)
 AD6301'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3723 ***********************************************************************
 DQ3723  DESIGNATION -  801736 A
 DQ3723  PID         -  DQ3723
 DQ3723  STATE/COUNTY-  FL/CITRUS
 DQ3723  COUNTRY     -  US
 DQ3723  USGS QUAD   -  CRYSTAL RIVER (2018)
 DQ3723
 DQ3723                         *CURRENT SURVEY CONTROL
 DQ3723  ______________________________________________________________________
 DQ3723* NAD 83(1986) POSITION- 28 53 42.83   (N) 082 35 30.58   (W)   HD_HELD1
 DQ3723* NAVD 88 ORTHO HEIGHT -     1.187 (meters)        3.89  (feet) ADJUSTED
 DQ3723  ______________________________________________________________________
 DQ3723  GEOID HEIGHT    -        -27.272 (meters)                     GEOID18
 DQ3723  DYNAMIC HEIGHT  -          1.185 (meters)        3.89  (feet) COMP
 DQ3723  MODELED GRAVITY -    979,225.0   (mgal)                       NAVD 88
 DQ3723
 DQ3723  VERT ORDER      -  FIRST     CLASS II
 DQ3723
 DQ3723.The horizontal coordinates were determined by differentially corrected
 DQ3723.hand held GPS observations or other comparable positioning techniques
 DQ3723.and have an estimated accuracy of +/- 3 meters.
 DQ3723
 DQ3723.The orthometric height was determined by differential leveling and
 DQ3723.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3723.in December 2016.
 DQ3723
 DQ3723.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3723.GEOID18 height accuracy estimate available here.
 DQ3723
 DQ3723.Click photographs - Photos may exist for this station.
 DQ3723
 DQ3723.The dynamic height is computed by dividing the NAVD 88
 DQ3723.geopotential number by the normal gravity value computed on the
 DQ3723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3723.degrees latitude (g = 980.6199 gals.).
 DQ3723
 DQ3723.The modeled gravity was interpolated from observed gravity values.
 DQ3723
 DQ3723;                    North         East    Units  Estimated Accuracy
 DQ3723;SPC FL W     -   505,562.7     142,277.7     MT  (+/- 3 meters HH1 GPS) 
 DQ3723
 DQ3723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4478997420(NAD 83)
 DQ3723
 DQ3723                          SUPERSEDED SURVEY CONTROL
 DQ3723
 DQ3723.No superseded survey control is available for this station.
 DQ3723
 DQ3723_MARKER: DD = SURVEY DISK
 DQ3723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3723_STAMPING: 801736 A 2013
 DQ3723_MARK LOGO: SWFWMD
 DQ3723_PROJECTION: FLUSH
 DQ3723_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3723+STABILITY: SURFACE MOTION
 DQ3723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3723+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2015
 DQ3723
 DQ3723  HISTORY     - Date     Condition        Report By
 DQ3723  HISTORY     - 20130829 MONUMENTED       SWFWMD
 DQ3723  HISTORY     - 20151219 GOOD             FLDEP
 DQ3723
 DQ3723                          STATION DESCRIPTION
 DQ3723
 DQ3723'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3723'THE MARK IS AT HUNTERS SPRING PARK ABOUT 6.2 MI (10.0 KM) NORTHEAST OF
 DQ3723'OZELLO, 5.8 MI (9.3 KM) SOUTH-SOUTHEAST OF RED LEVEL, IN THE TOWN OF
 DQ3723'CRYSTAL RIVER, IN SECTION 21, TOWNSHIP 18 SOUTH, RANGE 17 EAST.
 DQ3723'
 DQ3723'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 (GULF TO LAKE
 DQ3723'HIGHWAY), NORTHEAST FIFTH STREET AND U.S. HIGHWAYS 19-98 (NORTH
 DQ3723'SUNCOAST BOULEVARD) IN CRYSTAL RIVER, GO SOUTHEAST ON U.S. HIGHWAYS
 DQ3723'19-98 (NORTH SUNCOAST BOULEVARD) FOR 0.1 MI (0.2 KM) TO THE JUNCTION
 DQ3723'OF NORTHEAST THIRD STREET ON THE RIGHT.  TURN RIGHT ON NORTHEAST THIRD
 DQ3723'STREET AND GO WEST FOR 0.4 MI (0.6 KM) TO THE INTERSECTION OF
 DQ3723'NORTHEAST FIRST AVENUE.  TURN LEFT ON NORTHEAST FIRST AVENUE AND GO
 DQ3723'SOUTH FOR 0.15 MI (0.24 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ROD
 DQ3723'DRIVEN TO REFUSAL AT A DEPTH OF 10.0 FT (3.0 M) WITH AN ALUMINUM DISK
 DQ3723'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH
 DQ3723'WITH THE GROUND AND LEVEL WITH NORTHEAST FIRST AVENUE.
 DQ3723'
 DQ3723'LOCATED 140.2 FT (42.7 M) SOUTH-SOUTHEAST OF SURVEY MARK 801736 B,
 DQ3723'30.2 FT (9.2 M) EAST OF THE APPROXIMATE CENTERLINE OF NORTHEAST FIRST
 DQ3723'AVENUE, 9.5 FT (2.9 M) NORTH-NORTHEAST OF WOODEN POWER POLE NUMBER
 DQ3723'31F62, 1.5 FT (0.5 M) WEST OF A CHAIN LINK FENCE AND 0.7 FT (21 CM)
 DQ3723'WEST OF A CARSONITE WITNESS POST.
 DQ3723'
 DQ3723'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3722 ***********************************************************************
 DQ3722  DESIGNATION -  801736 B
 DQ3722  PID         -  DQ3722
 DQ3722  STATE/COUNTY-  FL/CITRUS
 DQ3722  COUNTRY     -  US
 DQ3722  USGS QUAD   -  CRYSTAL RIVER (2018)
 DQ3722
 DQ3722                         *CURRENT SURVEY CONTROL
 DQ3722  ______________________________________________________________________
 DQ3722* NAD 83(1986) POSITION- 28 53 44.06   (N) 082 35 31.29   (W)   HD_HELD1
 DQ3722* NAVD 88 ORTHO HEIGHT -     1.395 (meters)        4.58  (feet) ADJUSTED
 DQ3722  ______________________________________________________________________
 DQ3722  GEOID HEIGHT    -        -27.273 (meters)                     GEOID18
 DQ3722  DYNAMIC HEIGHT  -          1.393 (meters)        4.57  (feet) COMP
 DQ3722  MODELED GRAVITY -    979,225.0   (mgal)                       NAVD 88
 DQ3722
 DQ3722  VERT ORDER      -  FIRST     CLASS II
 DQ3722
 DQ3722.The horizontal coordinates were determined by differentially corrected
 DQ3722.hand held GPS observations or other comparable positioning techniques
 DQ3722.and have an estimated accuracy of +/- 3 meters.
 DQ3722
 DQ3722.The orthometric height was determined by differential leveling and
 DQ3722.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3722.in December 2016.
 DQ3722
 DQ3722.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3722.GEOID18 height accuracy estimate available here.
 DQ3722
 DQ3722.Click photographs - Photos may exist for this station.
 DQ3722
 DQ3722.The dynamic height is computed by dividing the NAVD 88
 DQ3722.geopotential number by the normal gravity value computed on the
 DQ3722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3722.degrees latitude (g = 980.6199 gals.).
 DQ3722
 DQ3722.The modeled gravity was interpolated from observed gravity values.
 DQ3722
 DQ3722;                    North         East    Units  Estimated Accuracy
 DQ3722;SPC FL W     -   505,600.6     142,258.7     MT  (+/- 3 meters HH1 GPS) 
 DQ3722
 DQ3722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4477097458(NAD 83)
 DQ3722
 DQ3722                          SUPERSEDED SURVEY CONTROL
 DQ3722
 DQ3722.No superseded survey control is available for this station.
 DQ3722
 DQ3722_MARKER: DD = SURVEY DISK
 DQ3722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3722_STAMPING: 801736 B 2013
 DQ3722_MARK LOGO: SWFWMD
 DQ3722_PROJECTION: FLUSH
 DQ3722_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3722+STABILITY: SURFACE MOTION
 DQ3722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3722+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2015
 DQ3722
 DQ3722  HISTORY     - Date     Condition        Report By
 DQ3722  HISTORY     - 20130829 MONUMENTED       SWFWMD
 DQ3722  HISTORY     - 20151219 GOOD             FLDEP
 DQ3722
 DQ3722                          STATION DESCRIPTION
 DQ3722
 DQ3722'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3722'THE MARK IS AT HUNTERS SPRING PARK ABOUT 6.2 MI (10.0 KM) NORTHEAST OF
 DQ3722'OZELLO, 5.8 MI (9.3 KM) SOUTH-SOUTHEAST OF RED LEVEL, IN THE TOWN OF
 DQ3722'CRYSTAL RIVER, IN SECTION 21, TOWNSHIP 18 SOUTH, RANGE 17 EAST.
 DQ3722'
 DQ3722'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 (GULF TO LAKE
 DQ3722'HIGHWAY), NORTHEAST FIFTH STREET AND U.S. HIGHWAYS 19-98 (NORTH
 DQ3722'SUNCOAST BOULEVARD) IN CRYSTAL RIVER, GO SOUTHEAST ON U.S. HIGHWAYS
 DQ3722'19-98 (NORTH SUNCOAST BOULEVARD) FOR 0.1 MI (0.2 KM) TO THE JUNCTION
 DQ3722'OF NORTHEAST THIRD STREET ON THE RIGHT.  TURN RIGHT ON NORTHEAST THIRD
 DQ3722'STREET AND GO WEST FOR 0.4 MI (0.6 KM) TO THE INTERSECTION OF
 DQ3722'NORTHEAST FIRST AVENUE.  TURN LEFT ON NORTHEAST FIRST AVENUE AND GO
 DQ3722'SOUTH FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DQ3722'DRIVEN TO REFUSAL AT A DEPTH OF 10.0 FT (3.0 M) WITH AN ALUMINUM DISK
 DQ3722'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH
 DQ3722'WITH THE GROUND AND LEVEL WITH NORTHEAST FIRST AVENUE.
 DQ3722'
 DQ3722'LOCATED 140.2 FT (42.7 M) NORTH-NORTHWEST OF SURVEY MARK 801736 A,
 DQ3722'134.0 FT (40.8 M) EAST OF SURVEY MARK 801736 C, 31.9 FT (9.7 M) WEST
 DQ3722'OF THE APPROXIMATE CENTERLINE OF NORTHEAST FIRST AVENUE, 1.5 FT (0.5
 DQ3722'M) EAST OF A 3-RAIL WOODEN FENCE AND 1.0 FT (0.3 M) EAST OF A
 DQ3722'CARSONITE WITNESS POST.
 DQ3722'
 DQ3722'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3724 ***********************************************************************
 DQ3724  DESIGNATION -  801736 C
 DQ3724  PID         -  DQ3724
 DQ3724  STATE/COUNTY-  FL/CITRUS
 DQ3724  COUNTRY     -  US
 DQ3724  USGS QUAD   -  CRYSTAL RIVER (2018)
 DQ3724
 DQ3724                         *CURRENT SURVEY CONTROL
 DQ3724  ______________________________________________________________________
 DQ3724* NAD 83(1986) POSITION- 28 53 44.12   (N) 082 35 32.77   (W)   HD_HELD1
 DQ3724* NAVD 88 ORTHO HEIGHT -     0.862 (meters)        2.83  (feet) ADJUSTED
 DQ3724  ______________________________________________________________________
 DQ3724  GEOID HEIGHT    -        -27.272 (meters)                     GEOID18
 DQ3724  DYNAMIC HEIGHT  -          0.861 (meters)        2.82  (feet) COMP
 DQ3724  MODELED GRAVITY -    979,225.0   (mgal)                       NAVD 88
 DQ3724
 DQ3724  VERT ORDER      -  FIRST     CLASS II
 DQ3724
 DQ3724.The horizontal coordinates were determined by differentially corrected
 DQ3724.hand held GPS observations or other comparable positioning techniques
 DQ3724.and have an estimated accuracy of +/- 3 meters.
 DQ3724
 DQ3724.The orthometric height was determined by differential leveling and
 DQ3724.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3724.in December 2016.
 DQ3724
 DQ3724.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3724.GEOID18 height accuracy estimate available here.
 DQ3724
 DQ3724.Click photographs - Photos may exist for this station.
 DQ3724
 DQ3724.The dynamic height is computed by dividing the NAVD 88
 DQ3724.geopotential number by the normal gravity value computed on the
 DQ3724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3724.degrees latitude (g = 980.6199 gals.).
 DQ3724
 DQ3724.The modeled gravity was interpolated from observed gravity values.
 DQ3724
 DQ3724;                    North         East    Units  Estimated Accuracy
 DQ3724;SPC FL W     -   505,602.7     142,218.6     MT  (+/- 3 meters HH1 GPS) 
 DQ3724
 DQ3724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4473097460(NAD 83)
 DQ3724
 DQ3724                          SUPERSEDED SURVEY CONTROL
 DQ3724
 DQ3724.No superseded survey control is available for this station.
 DQ3724
 DQ3724_MARKER: DD = SURVEY DISK
 DQ3724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3724_STAMPING: 801736 C 2013 LB 6773
 DQ3724_MARK LOGO: SWFWMD
 DQ3724_PROJECTION: FLUSH
 DQ3724_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DQ3724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3724+STABILITY: SURFACE MOTION
 DQ3724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3724+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2015
 DQ3724
 DQ3724  HISTORY     - Date     Condition        Report By
 DQ3724  HISTORY     - 20130829 MONUMENTED       SWFWMD
 DQ3724  HISTORY     - 20151219 GOOD             FLDEP
 DQ3724
 DQ3724                          STATION DESCRIPTION
 DQ3724
 DQ3724'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3724'THE MARK IS AT HUNTERS SPRING PARK ABOUT 6.2 MI (10.0 KM) NORTHEAST OF
 DQ3724'OZELLO, 5.8 MI (9.3 KM) SOUTH-SOUTHEAST OF RED LEVEL, IN THE TOWN OF
 DQ3724'CRYSTAL RIVER, IN SECTION 21, TOWNSHIP 18 SOUTH, RANGE 17 EAST.
 DQ3724'
 DQ3724'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 (GULF TO LAKE
 DQ3724'HIGHWAY), NORTHEAST FIFTH STREET AND U.S. HIGHWAYS 19-98 (NORTH
 DQ3724'SUNCOAST BOULEVARD) IN CRYSTAL RIVER, GO SOUTHEAST ON U.S. HIGHWAYS
 DQ3724'19-98 (NORTH SUNCOAST BOULEVARD) FOR 0.1 MI (0.2 KM) TO THE JUNCTION
 DQ3724'OF NORTHEAST THIRD STREET ON THE RIGHT.  TURN RIGHT ON NORTHEAST THIRD
 DQ3724'STREET AND GO WEST FOR 0.4 MI (0.6 KM) TO THE INTERSECTION OF
 DQ3724'NORTHEAST FIRST AVENUE.  TURN LEFT ON NORTHEAST FIRST AVENUE AND GO
 DQ3724'SOUTH FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DQ3724'DRIVEN TO REFUSAL AT A DEPTH OF 10.0 FT (3.0 M) WITH AN ALUMINUM DISK
 DQ3724'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH
 DQ3724'WITH THE GROUND AND LEVEL WITH NORTHEAST FIRST AVENUE.
 DQ3724'
 DQ3724'LOCATED 165.9 FT (50.6 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DQ3724'NORTHEAST FIRST AVENUE, 134.0 FT (40.8 M) WEST OF SURVEY MARK 801736
 DQ3724'B, 132.5 FT (40.4 M) WEST OF A 3-RAIL WOODEN FENCE, 19.3 FT (5.9 M)
 DQ3724'EAST OF A CARSONITE WITNESS POST AND 2.5 FT (0.8 M) SOUTH OF A CHAIN
 DQ3724'LINK FENCE.
 DQ3724'
 DQ3724'NOTE UNKNOWN MAGNETISM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3731 ***********************************************************************
 DQ3731  DESIGNATION -  801737 A
 DQ3731  PID         -  DQ3731
 DQ3731  STATE/COUNTY-  FL/CITRUS
 DQ3731  COUNTRY     -  US
 DQ3731  USGS QUAD   -  CRYSTAL RIVER (2018)
 DQ3731
 DQ3731                         *CURRENT SURVEY CONTROL
 DQ3731  ______________________________________________________________________
 DQ3731* NAD 83(1986) POSITION- 28 53 24.99   (N) 082 35 44.67   (W)   HD_HELD1
 DQ3731* NAVD 88 ORTHO HEIGHT -     3.395 (meters)       11.14  (feet) ADJUSTED
 DQ3731  ______________________________________________________________________
 DQ3731  GEOID HEIGHT    -        -27.262 (meters)                     GEOID18
 DQ3731  DYNAMIC HEIGHT  -          3.390 (meters)       11.12  (feet) COMP
 DQ3731  MODELED GRAVITY -    979,224.9   (mgal)                       NAVD 88
 DQ3731
 DQ3731  VERT ORDER      -  FIRST     CLASS II
 DQ3731
 DQ3731.The horizontal coordinates were determined by differentially corrected
 DQ3731.hand held GPS observations or other comparable positioning techniques
 DQ3731.and have an estimated accuracy of +/- 3 meters.
 DQ3731
 DQ3731.The orthometric height was determined by differential leveling and
 DQ3731.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3731.in December 2016.
 DQ3731
 DQ3731.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3731.GEOID18 height accuracy estimate available here.
 DQ3731
 DQ3731.Click photographs - Photos may exist for this station.
 DQ3731
 DQ3731.The dynamic height is computed by dividing the NAVD 88
 DQ3731.geopotential number by the normal gravity value computed on the
 DQ3731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3731.degrees latitude (g = 980.6199 gals.).
 DQ3731
 DQ3731.The modeled gravity was interpolated from observed gravity values.
 DQ3731
 DQ3731;                    North         East    Units  Estimated Accuracy
 DQ3731;SPC FL W     -   505,015.4     141,893.2     MT  (+/- 3 meters HH1 GPS) 
 DQ3731
 DQ3731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4440096876(NAD 83)
 DQ3731
 DQ3731                          SUPERSEDED SURVEY CONTROL
 DQ3731
 DQ3731.No superseded survey control is available for this station.
 DQ3731
 DQ3731_MARKER: DD = SURVEY DISK
 DQ3731_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DQ3731_SP_SET: BRIDGE GUARDRAIL
 DQ3731_STAMPING: 801737 A
 DQ3731_MARK LOGO: FLDT
 DQ3731_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3731_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DQ3731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3731+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2015
 DQ3731
 DQ3731  HISTORY     - Date     Condition        Report By
 DQ3731  HISTORY     - UNK      MONUMENTED       FLDT
 DQ3731  HISTORY     - 20151220 GOOD             FLDEP
 DQ3731
 DQ3731                          STATION DESCRIPTION
 DQ3731
 DQ3731'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3731'THE MARK IS ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF RED LEVEL, 5.8 MI
 DQ3731'(9.3 KM) NORTHEAST OF OZELLO, 0.8 MI (1.3 KM) SOUTH-SOUTHWEST OF
 DQ3731'CRYSTAL RIVER, IN SECTION 28, TOWNSHIP 18 SOUTH, RANGE 17 EAST.
 DQ3731'
 DQ3731'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 (GULF TO LAKE
 DQ3731'HIGHWAY), NORTHEAST FIFTH STREET AND U.S. HIGHWAYS 19-98 (NORTH
 DQ3731'SUNCOAST BOULEVARD) IN CRYSTAL RIVER, GO SOUTHEAST ON U.S. HIGHWAYS
 DQ3731'19-98 (NORTH SUNCOAST BOULEVARD) FOR 0.45 MI (0.72 KM) TO THE JUNCTION
 DQ3731'OF KINGS BAY DRIVE ON THE RIGHT.  TURN RIGHT ON KINGS BAY DRIVE AND GO
 DQ3731'WEST AND SOUTHWEST FOR 0.75 MI (1.21 KM) TO THE SOUTH END OF A BRIDGE
 DQ3731'OVERLOOKING KINGS BAY ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN
 DQ3731'THE TOP OF THE SOUTHWEST CONCRETE BRIDGE GUARDRAIL AND ABOUT 2.8 FT
 DQ3731'(0.9 M) ABOVE THE LEVEL OF KINGS BAY DRIVE.
 DQ3731'
 DQ3731'LOCATED 18.7 FT (5.7 M) WEST OF THE APPROXIMATE CENTERLINE OF KINGS
 DQ3731'BAY DRIVE, 11.8 FT (3.6 M) EAST-SOUTHEAST OF SURVEY MARK 801737 B, 0.9
 DQ3731'FT (27 CM) WEST OF A METAL GUARDRAIL AND 0.5 FT (15 CM) NORTH OF THE
 DQ3731'SOUTH END OF A CONCRETE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3732 ***********************************************************************
 DQ3732  DESIGNATION -  801737 B
 DQ3732  PID         -  DQ3732
 DQ3732  STATE/COUNTY-  FL/CITRUS
 DQ3732  COUNTRY     -  US
 DQ3732  USGS QUAD   -  CRYSTAL RIVER (2018)
 DQ3732
 DQ3732                         *CURRENT SURVEY CONTROL
 DQ3732  ______________________________________________________________________
 DQ3732* NAD 83(1986) POSITION- 28 53 25.06   (N) 082 35 44.74   (W)   HD_HELD1
 DQ3732* NAVD 88 ORTHO HEIGHT -     3.371 (meters)       11.06  (feet) ADJUSTED
 DQ3732  ______________________________________________________________________
 DQ3732  GEOID HEIGHT    -        -27.262 (meters)                     GEOID18
 DQ3732  DYNAMIC HEIGHT  -          3.367 (meters)       11.05  (feet) COMP
 DQ3732  MODELED GRAVITY -    979,224.9   (mgal)                       NAVD 88
 DQ3732
 DQ3732  VERT ORDER      -  FIRST     CLASS II
 DQ3732
 DQ3732.The horizontal coordinates were determined by differentially corrected
 DQ3732.hand held GPS observations or other comparable positioning techniques
 DQ3732.and have an estimated accuracy of +/- 3 meters.
 DQ3732
 DQ3732.The orthometric height was determined by differential leveling and
 DQ3732.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3732.in December 2016.
 DQ3732
 DQ3732.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3732.GEOID18 height accuracy estimate available here.
 DQ3732
 DQ3732.Click photographs - Photos may exist for this station.
 DQ3732
 DQ3732.The dynamic height is computed by dividing the NAVD 88
 DQ3732.geopotential number by the normal gravity value computed on the
 DQ3732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3732.degrees latitude (g = 980.6199 gals.).
 DQ3732
 DQ3732.The modeled gravity was interpolated from observed gravity values.
 DQ3732
 DQ3732;                    North         East    Units  Estimated Accuracy
 DQ3732;SPC FL W     -   505,017.5     141,891.4     MT  (+/- 3 meters HH1 GPS) 
 DQ3732
 DQ3732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLM4439896878(NAD 83)
 DQ3732
 DQ3732                          SUPERSEDED SURVEY CONTROL
 DQ3732
 DQ3732.No superseded survey control is available for this station.
 DQ3732
 DQ3732_MARKER: DD = SURVEY DISK
 DQ3732_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ3732_SP_SET: CULVERT HEADWALL
 DQ3732_STAMPING: 801737 B 2013
 DQ3732_MARK LOGO: SWFWMD
 DQ3732_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ3732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3732+STABILITY: SURFACE MOTION
 DQ3732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3732+SATELLITE: SATELLITE OBSERVATIONS - December 20, 2015
 DQ3732
 DQ3732  HISTORY     - Date     Condition        Report By
 DQ3732  HISTORY     - 20130829 MONUMENTED       SWFWMD
 DQ3732  HISTORY     - 20151220 GOOD             FLDEP
 DQ3732
 DQ3732                          STATION DESCRIPTION
 DQ3732
 DQ3732'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3732'THE MARK IS ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHEAST OF RED LEVEL, 5.8 MI
 DQ3732'(9.3 KM) NORTHEAST OF OZELLO, 0.8 MI (1.3 KM) SOUTH-SOUTHWEST OF
 DQ3732'CRYSTAL RIVER, IN SECTION 21, TOWNSHIP 18 SOUTH, RANGE 17 EAST.
 DQ3732'
 DQ3732'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 44 (GULF TO LAKE
 DQ3732'HIGHWAY), NORTHEAST FIFTH STREET AND U.S. HIGHWAYS 19-98 (NORTH
 DQ3732'SUNCOAST BOULEVARD) IN CRYSTAL RIVER, GO SOUTHEAST ON U.S. HIGHWAYS
 DQ3732'19-98 (NORTH SUNCOAST BOULEVARD) FOR 0.45 MI (0.72 KM) TO THE JUNCTION
 DQ3732'OF KINGS BAY DRIVE ON THE RIGHT.  TURN RIGHT ON KINGS BAY DRIVE AND GO
 DQ3732'WEST AND SOUTHWEST FOR 0.75 MI (1.21 KM) TO THE SOUTH END OF A BRIDGE
 DQ3732'OVERLOOKING KINGS BAY ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN
 DQ3732'THE TOP OF A CONCRETE CULVERT HEADWALL AND ABOUT 4.0 FT (1.2 M) BELOW
 DQ3732'THE LEVEL OF KINGS BAY DRIVE.
 DQ3732'
 DQ3732'LOCATED 29.2 FT (8.9 M) WEST OF THE APPROXIMATE CENTERLINE OF KINGS
 DQ3732'BAY DRIVE, 11.8 FT (3.6 M) WEST-NORTHWEST OF SURVEY MARK 801737 A AND
 DQ3732'3.9 FT (1.2 M) WEST OF THE WEST END OF A CONCRETE BRIDGE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3158 ***********************************************************************
 DQ3158  DESIGNATION -  803614
 DQ3158  PID         -  DQ3158
 DQ3158  STATE/COUNTY-  FL/SUMTER
 DQ3158  COUNTRY     -  US
 DQ3158  USGS QUAD   -  LEESBURG WEST (2018)
 DQ3158
 DQ3158                         *CURRENT SURVEY CONTROL
 DQ3158  ______________________________________________________________________
 DQ3158* NAD 83(1986) POSITION- 28 45 20.4    (N) 081 59 49.6    (W)   HD_HELD2
 DQ3158* NAVD 88 ORTHO HEIGHT -    26.657 (meters)       87.46  (feet) ADJUSTED
 DQ3158  ______________________________________________________________________
 DQ3158  GEOID HEIGHT    -        -27.259 (meters)                     GEOID18
 DQ3158  DYNAMIC HEIGHT  -         26.619 (meters)       87.33  (feet) COMP
 DQ3158  MODELED GRAVITY -    979,227.6   (mgal)                       NAVD 88
 DQ3158
 DQ3158  VERT ORDER      -  SECOND    CLASS I
 DQ3158
 DQ3158.The horizontal coordinates were established by autonomous hand held GPS
 DQ3158.observations and have an estimated accuracy of +/- 10 meters.
 DQ3158
 DQ3158.The orthometric height was determined by differential leveling and
 DQ3158.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3158.in December 2016.
 DQ3158
 DQ3158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3158.GEOID18 height accuracy estimate available here.
 DQ3158
 DQ3158.Click photographs - Photos may exist for this station.
 DQ3158
 DQ3158.The dynamic height is computed by dividing the NAVD 88
 DQ3158.geopotential number by the normal gravity value computed on the
 DQ3158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3158.degrees latitude (g = 980.6199 gals.).
 DQ3158
 DQ3158.The modeled gravity was interpolated from observed gravity values.
 DQ3158
 DQ3158;                    North         East    Units  Estimated Accuracy
 DQ3158;SPC FL W     -   489,951.      200,282.      MT  (+/- 10 meters HH2 GPS)
 DQ3158
 DQ3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0265181323(NAD 83)
 DQ3158
 DQ3158                          SUPERSEDED SURVEY CONTROL
 DQ3158
 DQ3158.No superseded survey control is available for this station.
 DQ3158
 DQ3158_MARKER: DD = SURVEY DISK
 DQ3158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3158_STAMPING: 803614 2013
 DQ3158_MARK LOGO: SWFWMD
 DQ3158_PROJECTION: RECESSED 3 CENTIMETERS
 DQ3158_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3158+STABILITY: SURFACE MOTION
 DQ3158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3158+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2015
 DQ3158
 DQ3158  HISTORY     - Date     Condition        Report By
 DQ3158  HISTORY     - 20130806 MONUMENTED       SWFWMD
 DQ3158  HISTORY     - 20151104 GOOD             FLDEP
 DQ3158
 DQ3158                          STATION DESCRIPTION
 DQ3158
 DQ3158'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3158'THE MARK IS ABOUT 8.2 MI (13.2 KM) WEST-SOUTHWEST OF LEESBURG, 7.9 MI
 DQ3158'(12.7 KM) SOUTH-SOUTHEAST OF WILDWOOD, 7.3 MI (11.7 KM) NORTH OF
 DQ3158'CENTER HILL, IN SECTION 15, TOWNSHIP 20 SOUTH, RANGE 23 EAST.
 DQ3158'
 DQ3158'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DQ3158'HIGHWAY 471 SOUTH IN SUMTERVILLE, GO NORTH ON U.S. HIGHWAY 301 FOR
 DQ3158'0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 470 ON THE RIGHT.
 DQ3158'TURN RIGHT ON COUNTY ROAD 470 AND GO EAST FOR 3.85 MI (6.19 KM) TO A
 DQ3158'WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DQ3158'DRIVEN TO A DEPTH OF 10.0 FT (3.0 M) WITH AN ALUMINUM DISK SET ON THE
 DQ3158'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT RECESSED 0.1 FT
 DQ3158'(3 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW
 DQ3158'THE LEVEL OF COUNTY ROAD 470.
 DQ3158'
 DQ3158'LOCATED 137.0 FT (41.8 M) WEST OF THE APPROXIMATE CENTER OF A METAL
 DQ3158'FARM GATE, 71.0 FT (21.6 M) NORTH-NORTHWEST OF SURVEY MARK 803617,
 DQ3158'50.9 FT (15.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 DQ3158'470, 1.0 FT (0.3 M) NORTH OF A BARB WIRE FENCE LINE AND 0.9 FT (27 CM)
 DQ3158'NORTH OF A CARSONITE WITNESS POST.
 DQ3158'
 DQ3158'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3159 ***********************************************************************
 DQ3159  DESIGNATION -  803617
 DQ3159  PID         -  DQ3159
 DQ3159  STATE/COUNTY-  FL/SUMTER
 DQ3159  COUNTRY     -  US
 DQ3159  USGS QUAD   -  LEESBURG WEST (2018)
 DQ3159
 DQ3159                         *CURRENT SURVEY CONTROL
 DQ3159  ______________________________________________________________________
 DQ3159* NAD 83(1986) POSITION- 28 45 19.7    (N) 081 59 49.7    (W)   HD_HELD2
 DQ3159* NAVD 88 ORTHO HEIGHT -    26.867 (meters)       88.15  (feet) ADJUSTED
 DQ3159  ______________________________________________________________________
 DQ3159  GEOID HEIGHT    -        -27.258 (meters)                     GEOID18
 DQ3159  DYNAMIC HEIGHT  -         26.829 (meters)       88.02  (feet) COMP
 DQ3159  MODELED GRAVITY -    979,227.5   (mgal)                       NAVD 88
 DQ3159
 DQ3159  VERT ORDER      -  SECOND    CLASS I
 DQ3159
 DQ3159.The horizontal coordinates were established by autonomous hand held GPS
 DQ3159.observations and have an estimated accuracy of +/- 10 meters.
 DQ3159
 DQ3159.The orthometric height was determined by differential leveling and
 DQ3159.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3159.in December 2016.
 DQ3159
 DQ3159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3159.GEOID18 height accuracy estimate available here.
 DQ3159
 DQ3159.Click photographs - Photos may exist for this station.
 DQ3159
 DQ3159.The dynamic height is computed by dividing the NAVD 88
 DQ3159.geopotential number by the normal gravity value computed on the
 DQ3159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3159.degrees latitude (g = 980.6199 gals.).
 DQ3159
 DQ3159.The modeled gravity was interpolated from observed gravity values.
 DQ3159
 DQ3159;                    North         East    Units  Estimated Accuracy
 DQ3159;SPC FL W     -   489,930.      200,279.      MT  (+/- 10 meters HH2 GPS)
 DQ3159
 DQ3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM0264881302(NAD 83)
 DQ3159
 DQ3159                          SUPERSEDED SURVEY CONTROL
 DQ3159
 DQ3159.No superseded survey control is available for this station.
 DQ3159
 DQ3159_MARKER: DD = SURVEY DISK
 DQ3159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3159_STAMPING: 803617 2013
 DQ3159_MARK LOGO: SWFWMD
 DQ3159_PROJECTION: FLUSH
 DQ3159_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3159+STABILITY: SURFACE MOTION
 DQ3159_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ3159+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2015
 DQ3159
 DQ3159  HISTORY     - Date     Condition        Report By
 DQ3159  HISTORY     - 20130806 MONUMENTED       SWFWMD
 DQ3159  HISTORY     - 20151104 GOOD             FLDEP
 DQ3159
 DQ3159                          STATION DESCRIPTION
 DQ3159
 DQ3159'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3159'THE MARK IS ABOUT 8.2 MI (13.2 KM) WEST-SOUTHWEST OF LEESBURG, 7.9 MI
 DQ3159'(12.7 KM) SOUTH-SOUTHEAST OF WILDWOOD, 7.3 MI (11.7 KM) NORTH OF
 DQ3159'CENTER HILL, IN SECTION 15, TOWNSHIP 20 SOUTH, RANGE 23 EAST.
 DQ3159'
 DQ3159'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 301 AND STATE
 DQ3159'HIGHWAY 471 SOUTH IN SUMTERVILLE, GO NORTH ON U.S. HIGHWAY 301 FOR
 DQ3159'0.15 MI (0.24 KM) TO THE JUNCTION OF COUNTY ROAD 470 ON THE RIGHT.
 DQ3159'TURN RIGHT ON COUNTY ROAD 470 AND GO EAST FOR 3.85 MI (6.19 KM) TO A
 DQ3159'WELL SITE ON THE RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ROD
 DQ3159'DRIVEN TO A DEPTH OF 10.0 FT (3.0 M) WITH AN ALUMINUM DISK SET ON THE
 DQ3159'TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT FLUSH WITH THE
 DQ3159'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF COUNTY ROAD 470.
 DQ3159'
 DQ3159'LOCATED 120.9 FT (36.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DQ3159'COUNTY ROAD 470, 71.0 FT (21.6 M) SOUTH-SOUTHEAST OF SURVEY MARK
 DQ3159'803614, 70.0 FT (21.3 M) SOUTH OF A BARB WIRE FENCE LINE, 3.0 FT (0.9
 DQ3159'M) WEST OF WELL NUMBER 803617 AND 3.0 FT (0.9 M) WEST OF AN ADHESIVE
 DQ3159'WITNESS STICKER.
 DQ3159'
 DQ3159'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK3507 ***********************************************************************
 DK3507  TIDAL BM    -  This is a Tidal Bench Mark.
 DK3507  DESIGNATION -  804 93 01 X 01
 DK3507  PID         -  DK3507
 DK3507  STATE/COUNTY-  FL/PALM BEACH
 DK3507  COUNTRY     -  US
 DK3507  USGS QUAD   -  LAKE WORTH (2018)
 DK3507
 DK3507                         *CURRENT SURVEY CONTROL
 DK3507  ______________________________________________________________________
 DK3507* NAD 83(1986) POSITION- 26 31 37.4    (N) 080 03 15.6    (W)   HD_HELD2
 DK3507* NAVD 88 ORTHO HEIGHT -     6.456 (meters)       21.18  (feet) ADJUSTED
 DK3507  ______________________________________________________________________
 DK3507  GEOID HEIGHT    -        -26.199 (meters)                     GEOID18
 DK3507  DYNAMIC HEIGHT  -          6.446 (meters)       21.15  (feet) COMP
 DK3507  MODELED GRAVITY -    979,101.2   (mgal)                       NAVD 88
 DK3507
 DK3507  VERT ORDER      -  SECOND    CLASS I
 DK3507
 DK3507.The horizontal coordinates were established by autonomous hand held GPS
 DK3507.observations and have an estimated accuracy of +/- 10 meters.
 DK3507
 DK3507.The orthometric height was determined by differential leveling and
 DK3507.adjusted by the NATIONAL GEODETIC SURVEY
 DK3507.in May 2010.
 DK3507
 DK3507.No vertical observational check was made to the station.
 DK3507
 DK3507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3507.GEOID18 height accuracy estimate available here.
 DK3507
 DK3507.This Tidal Bench Mark is designated as VM 18864
 DK3507.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK3507
 DK3507.Click photographs - Photos may exist for this station.
 DK3507
 DK3507.The dynamic height is computed by dividing the NAVD 88
 DK3507.geopotential number by the normal gravity value computed on the
 DK3507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3507.degrees latitude (g = 980.6199 gals.).
 DK3507
 DK3507.The modeled gravity was interpolated from observed gravity values.
 DK3507
 DK3507;                    North         East    Units  Estimated Accuracy
 DK3507;SPC FL E     -   243,352.      294,249.      MT  (+/- 10 meters HH2 GPS)
 DK3507
 DK3507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9421634401(NAD 83)
 DK3507
 DK3507                          SUPERSEDED SURVEY CONTROL
 DK3507
 DK3507.No superseded survey control is available for this station.
 DK3507
 DK3507_MARKER: DD = SURVEY DISK
 DK3507_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK3507_SP_SET: BRIDGE DECK
 DK3507_STAMPING: 804-93-01 X 01
 DK3507_MARK LOGO: FLDT
 DK3507_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3507+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2013
 DK3507
 DK3507  HISTORY     - Date     Condition        Report By
 DK3507  HISTORY     - 20060906 MONUMENTED       FLDT
 DK3507  HISTORY     - 20060906 GOOD             FLDEP
 DK3507  HISTORY     - 20130307 GOOD             GEOCAC
 DK3507
 DK3507                          STATION DESCRIPTION
 DK3507
 DK3507'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DK3507'THE MARK IS IN BOYNTON BEACH, IN SECTION 27, TOWNSHIP 45 SOUTH, RANGE
 DK3507'43 EAST.
 DK3507'
 DK3507'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 DK3507'HIGHWAY) AND STATE ROAD 804 (E OCEAN AVENUE) IN BOYNTON BEACH, GO EAST
 DK3507'ON STATE ROAD 804 (E OCEAN AVENUE) FOR 0.15 MI (0.2 KM) TO THE WEST
 DK3507'END OF THE BRIDGE SPANNING THE INTRACOASTAL WATERWAY AND THE MARK ON
 DK3507'THE RIGHT, SET FLUSH IN THE TOP OF THE EASTBOUND BICYCLE LANE OVER THE
 DK3507'SOUTHWEST ABUTMENT OF THE BRIDGE.
 DK3507'
 DK3507'LOCATED 20.0 FT (6.1 M) NORTHEAST OF THE BASE OF THE MECHANICAL
 DK3507'BARRICADE FOR STOPPING EASTBOUND TRAFFIC DURING BRIDGE OPERATION, 19.4
 DK3507'FT (5.9 M) WEST-NORTHWEST OF A FLDOT DISK STAMPED 2718 J, 15.6 FT (4.8
 DK3507'M) SOUTH OF THE CENTERLINE OF STATE ROAD 804 (E OCEAN AVENUE) AND 2.2
 DK3507'FT (0.7 M) EAST OF WHERE THE ASPHALT PAVEMENT ENDS AND THE CONCRETE
 DK3507'ABUTMENT BEGINS.
 DK3507
 DK3507                          STATION RECOVERY (2013)
 DK3507
 DK3507'RECOVERY NOTE BY GEOCACHING 2013 (RLM)
 DK3507'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK3504 ***********************************************************************
 DK3504  TIDAL BM    -  This is a Tidal Bench Mark.
 DK3504  DESIGNATION -  804 93 01 X O2
 DK3504  PID         -  DK3504
 DK3504  STATE/COUNTY-  FL/PALM BEACH
 DK3504  COUNTRY     -  US
 DK3504  USGS QUAD   -  LAKE WORTH (2018)
 DK3504
 DK3504                         *CURRENT SURVEY CONTROL
 DK3504  ______________________________________________________________________
 DK3504* NAD 83(1986) POSITION- 26 31 37.8    (N) 080 03 11.4    (W)   HD_HELD2
 DK3504* NAVD 88 ORTHO HEIGHT -     7.119 (meters)       23.36  (feet) ADJUSTED
 DK3504  ______________________________________________________________________
 DK3504  GEOID HEIGHT    -        -26.204 (meters)                     GEOID18
 DK3504  DYNAMIC HEIGHT  -          7.108 (meters)       23.32  (feet) COMP
 DK3504  MODELED GRAVITY -    979,101.1   (mgal)                       NAVD 88
 DK3504
 DK3504  VERT ORDER      -  SECOND    CLASS I
 DK3504
 DK3504.The horizontal coordinates were established by autonomous hand held GPS
 DK3504.observations and have an estimated accuracy of +/- 10 meters.
 DK3504
 DK3504.The orthometric height was determined by differential leveling and
 DK3504.adjusted by the NATIONAL GEODETIC SURVEY
 DK3504.in May 2010.
 DK3504
 DK3504.No vertical observational check was made to the station.
 DK3504
 DK3504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3504.GEOID18 height accuracy estimate available here.
 DK3504
 DK3504.This Tidal Bench Mark is designated as VM 18865
 DK3504.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK3504
 DK3504.Click photographs - Photos may exist for this station.
 DK3504
 DK3504.The dynamic height is computed by dividing the NAVD 88
 DK3504.geopotential number by the normal gravity value computed on the
 DK3504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3504.degrees latitude (g = 980.6199 gals.).
 DK3504
 DK3504.The modeled gravity was interpolated from observed gravity values.
 DK3504
 DK3504;                    North         East    Units  Estimated Accuracy
 DK3504;SPC FL E     -   243,366.      294,365.      MT  (+/- 10 meters HH2 GPS)
 DK3504
 DK3504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9433234414(NAD 83)
 DK3504
 DK3504                          SUPERSEDED SURVEY CONTROL
 DK3504
 DK3504.No superseded survey control is available for this station.
 DK3504
 DK3504_MARKER: DD = SURVEY DISK
 DK3504_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK3504_SP_SET: BRIDGE DECK
 DK3504_STAMPING: 804-93-01 X 02
 DK3504_MARK LOGO: FLDT
 DK3504_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3504_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3504+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2013
 DK3504
 DK3504  HISTORY     - Date     Condition        Report By
 DK3504  HISTORY     - 2006     MONUMENTED       FLDT
 DK3504  HISTORY     - 20060906 GOOD             FLDEP
 DK3504  HISTORY     - 20130307 GOOD             GEOCAC
 DK3504
 DK3504                          STATION DESCRIPTION
 DK3504
 DK3504'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DK3504'THE MARK IS IN OCEAN RIDGE, IN SECTION 27, TOWNSHIP 45 SOUTH, RANGE 43
 DK3504'EAST.
 DK3504'
 DK3504'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 DK3504'HIGHWAY) AND STATE ROAD 804 (E OCEAN AVENUE) IN BOYNTON BEACH, GO EAST
 DK3504'ON STATE ROAD 804 (E OCEAN AVENUE) FOR 0.25 MI (0.4 KM) TO THE EAST
 DK3504'END OF THE BRIDGE SPANNING THE INTRACOASTAL WATERWAY AND THE MARK ON
 DK3504'THE LEFT, SET FLUSH IN THE TOP OF THE WESTBOUND BICYCLE LANE OVER THE
 DK3504'NORTHEAST ABUTMENT OF THE BRIDGE.
 DK3504'
 DK3504'LOCATED 34.7 FT (10.6 M) WEST-SOUTHWEST OF THE BASE OF THE MECHANICAL
 DK3504'BARRICADE FOR STOPPING WESTBOUND TRAFFIC DURING BRIDGE OPERATION, 15.4
 DK3504'FT (4.7 M) NORTH OF THE CENTERLINE OF STATE ROAD 804 (E OCEAN AVENUE),
 DK3504'11.2 FT (3.4 M) SOUTH-SOUTHWEST OF THE FIRST BRIDGE LIGHT WEST OF THE
 DK3504'MECHANICAL BARRICADE FOR STOPPING WESTBOUND TRAFFIC DURING BRIDGE
 DK3504'OPERATION AND 5.1 FT (1.6 M) SOUTH OF A FLDOT DISK STAMPED 2718 H.
 DK3504
 DK3504                          STATION RECOVERY (2013)
 DK3504
 DK3504'RECOVERY NOTE BY GEOCACHING 2013 (RLM)
 DK3504'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4945 ***********************************************************************
 DP4945  DESIGNATION -  808247 A
 DP4945  PID         -  DP4945
 DP4945  STATE/COUNTY-  FL/CHARLOTTE
 DP4945  COUNTRY     -  US
 DP4945  USGS QUAD   -  BERMONT (2018)
 DP4945
 DP4945                         *CURRENT SURVEY CONTROL
 DP4945  ______________________________________________________________________
 DP4945* NAD 83(1986) POSITION- 26 58 05.6    (N) 081 50 08.1    (W)   HD_HELD2
 DP4945* NAVD 88 ORTHO HEIGHT -     4.454 (meters)       14.61  (feet) ADJUSTED
 DP4945  ______________________________________________________________________
 DP4945  GEOID HEIGHT    -        -24.340 (meters)                     GEOID18
 DP4945  DYNAMIC HEIGHT  -          4.447 (meters)       14.59  (feet) COMP
 DP4945  MODELED GRAVITY -    979,106.8   (mgal)                       NAVD 88
 DP4945
 DP4945  VERT ORDER      -  FIRST     CLASS II
 DP4945
 DP4945.The horizontal coordinates were established by autonomous hand held GPS
 DP4945.observations and have an estimated accuracy of +/- 10 meters.
 DP4945
 DP4945.The orthometric height was determined by differential leveling and
 DP4945.adjusted by the NATIONAL GEODETIC SURVEY
 DP4945.in February 2015.
 DP4945
 DP4945.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4945.GEOID18 height accuracy estimate available here.
 DP4945
 DP4945.Click photographs - Photos may exist for this station.
 DP4945
 DP4945.The dynamic height is computed by dividing the NAVD 88
 DP4945.geopotential number by the normal gravity value computed on the
 DP4945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4945.degrees latitude (g = 980.6199 gals.).
 DP4945
 DP4945.The modeled gravity was interpolated from observed gravity values.
 DP4945
 DP4945;                    North         East    Units  Estimated Accuracy
 DP4945;SPC FL W     -   291,894.      216,323.      MT  (+/- 10 meters HH2 GPS)
 DP4945
 DP4945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1707283189(NAD 83)
 DP4945
 DP4945                          SUPERSEDED SURVEY CONTROL
 DP4945
 DP4945.No superseded survey control is available for this station.
 DP4945
 DP4945_MARKER: DD = SURVEY DISK
 DP4945_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4945_STAMPING: 808247 A 2014
 DP4945_MARK LOGO: SFLWMD
 DP4945_PROJECTION: RECESSED 5 CENTIMETERS
 DP4945_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4945+STABILITY: SURFACE MOTION
 DP4945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4945+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2014
 DP4945_ROD/PIPE-DEPTH: 8.1 meters
 DP4945
 DP4945  HISTORY     - Date     Condition        Report By
 DP4945  HISTORY     - 20140227 MONUMENTED       FLDEP
 DP4945
 DP4945                          STATION DESCRIPTION
 DP4945
 DP4945'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4945'THE MARK IS ABOUT 9.2 MI (14.8 KM) NORTHWEST OF TUCKERS CORNER, 8.7 MI
 DP4945'(14.0 KM) EAST OF CLEVELAND, 5.4 MI (8.7 KM) WEST-NORTHWEST OF
 DP4945'BERMONT, IN SECTION 29, TOWNSHIP 40 SOUTH, RANGE 25 EAST.  NOTE A KEY
 DP4945'CAN BE OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT.
 DP4945'
 DP4945'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP4945'ROAD 74 (BELMONT ROAD) ON THE SOUTH SIDE OF CLEVELAND, GO SOUTHEAST ON
 DP4945'COUNTY ROAD 74 (BELMONT ROAD) FOR 10.2 MI (16.4 KM) TO AN UNNAMED DIM
 DP4945'ROAD ON THE LEFT.  TURN LEFT ON THE DIM ROAD AND GO NORTH FOR 0.15 MI
 DP4945'(0.2 KM) TO A LOCKED GATE, PASSING THROUGH THE GATE CONTINUE NORTH ON
 DP4945'THE DIM ROAD FOR 0.6 MI (1.0 KM) TO A GATE WITH NO LOCK, PASSING
 DP4945'THROUGH THE GATE TO THE T-JUNCTION OF A DIM ROAD.  TURN LEFT ON THE
 DP4945'DIM ROAD AND GO WEST AND NORTH FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION
 DP4945'OF A DIM DIRT ROAD.  TURN LEFT ON THE DIM ROAD AND GO NORTHWEST FOR
 DP4945'0.05 MI (0.1 KM) TO THE T-JUNCTION OF A DIM DIRT ROAD.  TURN RIGHT ON
 DP4945'THE DIM ROAD AND GO NORTH AND EAST FOR 0.4 MI (0.6 KM) TO THE
 DP4945'T-JUNCTION OF A DIM DIRT ROAD.  TURN LEFT ON THE DIM ROAD AND GO NORTH
 DP4945'AND EAST FOR 0.2 MI (0.3 KM) TO AN IRON BRIDGE OVER A CREEK AND THE
 DP4945'MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 26.5 FT (8.1 M)
 DP4945'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP4945'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM)
 DP4945'BELOW THE LEVEL OF THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF
 DP4945'THE DIM ACCESS ROAD.
 DP4945'
 DP4945'LOCATED 44.4 FT (13.5 M) SOUTH-SOUTHEAST OF SURVEY MARK 808247 B, 13.6
 DP4945'FT (4.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE DIM ACCESS ROAD,
 DP4945'8.8 FT (2.7 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE STEEL
 DP4945'BRIDGE AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
 DP4945'
 DP4945'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4945'IS FACTORY INSTALLED INTO THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP4944 ***********************************************************************
 DP4944  DESIGNATION -  808247 B
 DP4944  PID         -  DP4944
 DP4944  STATE/COUNTY-  FL/CHARLOTTE
 DP4944  COUNTRY     -  US
 DP4944  USGS QUAD   -  BERMONT (2018)
 DP4944
 DP4944                         *CURRENT SURVEY CONTROL
 DP4944  ______________________________________________________________________
 DP4944* NAD 83(1986) POSITION- 26 58 06.0    (N) 081 50 08.2    (W)   HD_HELD2
 DP4944* NAVD 88 ORTHO HEIGHT -     4.519 (meters)       14.83  (feet) ADJUSTED
 DP4944  ______________________________________________________________________
 DP4944  GEOID HEIGHT    -        -24.340 (meters)                     GEOID18
 DP4944  DYNAMIC HEIGHT  -          4.512 (meters)       14.80  (feet) COMP
 DP4944  MODELED GRAVITY -    979,106.8   (mgal)                       NAVD 88
 DP4944
 DP4944  VERT ORDER      -  FIRST     CLASS II
 DP4944
 DP4944.The horizontal coordinates were established by autonomous hand held GPS
 DP4944.observations and have an estimated accuracy of +/- 10 meters.
 DP4944
 DP4944.The orthometric height was determined by differential leveling and
 DP4944.adjusted by the NATIONAL GEODETIC SURVEY
 DP4944.in February 2015.
 DP4944
 DP4944.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP4944.GEOID18 height accuracy estimate available here.
 DP4944
 DP4944.Click photographs - Photos may exist for this station.
 DP4944
 DP4944.The dynamic height is computed by dividing the NAVD 88
 DP4944.geopotential number by the normal gravity value computed on the
 DP4944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP4944.degrees latitude (g = 980.6199 gals.).
 DP4944
 DP4944.The modeled gravity was interpolated from observed gravity values.
 DP4944
 DP4944;                    North         East    Units  Estimated Accuracy
 DP4944;SPC FL W     -   291,906.      216,320.      MT  (+/- 10 meters HH2 GPS)
 DP4944
 DP4944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1706983202(NAD 83)
 DP4944
 DP4944                          SUPERSEDED SURVEY CONTROL
 DP4944
 DP4944.No superseded survey control is available for this station.
 DP4944
 DP4944_MARKER: DD = SURVEY DISK
 DP4944_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP4944_STAMPING: 808247 B 2014
 DP4944_MARK LOGO: SFLWMD
 DP4944_PROJECTION: RECESSED 5 CENTIMETERS
 DP4944_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP4944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP4944+STABILITY: SURFACE MOTION
 DP4944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP4944+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2014
 DP4944_ROD/PIPE-DEPTH: 7.2 meters
 DP4944
 DP4944  HISTORY     - Date     Condition        Report By
 DP4944  HISTORY     - 20140227 MONUMENTED       FLDEP
 DP4944
 DP4944                          STATION DESCRIPTION
 DP4944
 DP4944'DESCRIBED BY FL DEPT OF ENV PRO 2014 (MAH)
 DP4944'THE MARK IS ABOUT 9.2 MI (14.8 KM) NORTHWEST OF TUCKERS CORNER, 8.7 MI
 DP4944'(14.0 KM) EAST OF CLEVELAND, 5.4 MI (8.7 KM) WEST-NORTHWEST OF
 DP4944'BERMONT, IN SECTION 29, TOWNSHIP 40 SOUTH, RANGE 25 EAST.  NOTE A KEY
 DP4944'CAN BE OBTAINED FROM THE SOUTHWEST WATER MANAGEMENT DISTRICT.
 DP4944'
 DP4944'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND COUNTY
 DP4944'ROAD 74 (BELMONT ROAD) ON THE SOUTH SIDE OF CLEVELAND, GO SOUTHEAST ON
 DP4944'COUNTY ROAD 74 (BELMONT ROAD) FOR 10.2 MI (16.4 KM) TO AN UNNAMED DIM
 DP4944'ROAD ON THE LEFT.  TURN LEFT ON THE DIM ROAD AND GO NORTH FOR 0.15 MI
 DP4944'(0.2 KM) TO A LOCKED GATE, PASSING THROUGH THE GATE CONTINUE NORTH ON
 DP4944'THE DIM ROAD FOR 0.6 MI (1.0 KM) TO A GATE WITH NO LOCK, PASSING
 DP4944'THROUGH THE GATE TO THE T-JUNCTION OF A DIM ROAD.  TURN LEFT ON THE
 DP4944'DIM ROAD AND GO WEST AND NORTH FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION
 DP4944'OF A DIM DIRT ROAD.  TURN LEFT ON THE DIM ROAD AND GO NORTHWEST FOR
 DP4944'0.05 MI (0.1 KM) TO THE T-JUNCTION OF A DIM DIRT ROAD.  TURN RIGHT ON
 DP4944'THE DIM ROAD AND GO NORTH AND EAST FOR 0.4 MI (0.6 KM) TO THE
 DP4944'T-JUNCTION OF A DIM DIRT ROAD.  TURN LEFT ON THE DIM ROAD AND GO NORTH
 DP4944'AND EAST FOR 0.2 MI (0.3 KM) TO AN IRON BRIDGE OVER A CREEK AND THE
 DP4944'MARK, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.5 FT (7.2 M)
 DP4944'WITH A SURVEY DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND
 DP4944'CONCRETE MONUMENT ABOUT 1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM)
 DP4944'BELOW THE LEVEL OF THE GROUND AND 2.0 FT (0.6 M) BELOW THE DIM ACCESS
 DP4944'ROAD.
 DP4944'
 DP4944'LOCATED 44.4 FT (13.5 M) NORTH-NORTHEAST OF SURVEY MARK 808247 A, 30.7
 DP4944'FT (9.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE DIM ACCESS ROAD,
 DP4944'26.8 FT (8.2 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A STEEL
 DP4944'BRIDGE AND 1.5 FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
 DP4944'
 DP4944'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP4944'IS FACTORY INSTALLED INTO THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9870 ***********************************************************************
 AC9870  DESIGNATION -  81 JAS
 AC9870  PID         -  AC9870
 AC9870  STATE/COUNTY-  FL/MARION
 AC9870  COUNTRY     -  US
 AC9870  USGS QUAD   -  HALFMOON LAKE (2018)
 AC9870
 AC9870                         *CURRENT SURVEY CONTROL
 AC9870  ______________________________________________________________________
 AC9870* NAD 83(1986) POSITION- 29 10 37.     (N) 081 52 28.     (W)   SCALED
 AC9870* NAVD 88 ORTHO HEIGHT -    18.767 (meters)       61.57  (feet) ADJUSTED
 AC9870  ______________________________________________________________________
 AC9870  GEOID HEIGHT    -        -28.130 (meters)                     GEOID18
 AC9870  DYNAMIC HEIGHT  -         18.740 (meters)       61.48  (feet) COMP
 AC9870  MODELED GRAVITY -    979,238.5   (mgal)                       NAVD 88
 AC9870
 AC9870  VERT ORDER      -  FIRST     CLASS II
 AC9870
 AC9870.The horizontal coordinates were scaled from a map and have
 AC9870.an estimated accuracy of +/- 6 seconds.
 AC9870
 AC9870.The orthometric height was determined by differential leveling and
 AC9870.adjusted by the NATIONAL GEODETIC SURVEY
 AC9870.in July 2011.
 AC9870
 AC9870.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9870.GEOID18 height accuracy estimate available here.
 AC9870
 AC9870.Click photographs - Photos may exist for this station.
 AC9870
 AC9870.The dynamic height is computed by dividing the NAVD 88
 AC9870.geopotential number by the normal gravity value computed on the
 AC9870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9870.degrees latitude (g = 980.6199 gals.).
 AC9870
 AC9870.The modeled gravity was interpolated from observed gravity values.
 AC9870
 AC9870;                    North         East    Units  Estimated Accuracy
 AC9870;SPC FL W     -   536,650.      212,210.      MT  (+/- 180 meters Scaled)
 AC9870
 AC9870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN149279(NAD 83)
 AC9870
 AC9870                          SUPERSEDED SURVEY CONTROL
 AC9870
 AC9870  NAVD 88 (09/10/97)   18.777  (m)           61.60   (f) SUPERSEDED  2 1
 AC9870
 AC9870.Superseded values are not recommended for survey control.
 AC9870
 AC9870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9870.See file dsdata.pdf to determine how the superseded data were derived.
 AC9870
 AC9870_MARKER: DD = SURVEY DISK
 AC9870_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9870_SP_SET: HEADWALL
 AC9870_STAMPING: 81 JAS 1966 63
 AC9870_MARK LOGO: USGS
 AC9870_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9870+STABILITY: SURFACE MOTION
 AC9870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9870+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 AC9870
 AC9870  HISTORY     - Date     Condition        Report By
 AC9870  HISTORY     - 1966     MONUMENTED       USGS
 AC9870  HISTORY     - 19960815 GOOD             FLDEP
 AC9870  HISTORY     - 20050415 GOOD             FLDEP
 AC9870  HISTORY     - 20060110 GOOD             USPSQD
 AC9870
 AC9870                          STATION DESCRIPTION
 AC9870
 AC9870'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9870'THE MARK IS ABOUT 21.8 MI (35.1 KM) WEST OF ASTOR, 1.1 MI (1.8 KM)
 AC9870'EAST OF LYNNE IN SECTION 23, TOWNSHIP 15 SOUTH, RANGE 24 EAST. TO
 AC9870'REACH THE MARK FROM THE POST OFFICE (BIG PINES HARDWARE) IN FOREST
 AC9870'CORNER, GO EAST ON STATE ROAD FOR 0.9 MI (1.4 KM) TO THE MARK ON THE
 AC9870'LEFT, SET IN THE TOP OF THE NORTHWEST END OF THE CONCRETE CULVERT
 AC9870'HEADWALL FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 40. LOCATED
 AC9870'127.0 FT (38.7 M) WEST OF THE APPROXIMATE CENTERLINE OF THE FOREST CAR
 AC9870'WASH DRIVEWAY, 26.5 FT (8.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 AC9870'STATE ROAD 40, 11.5 FT (3.5 M) WEST OF THE EAST END OF THE CULVERT
 AC9870'HEADWALL AND 0.6 FT (18.3 CM) SOUTHWEST OF A METAL WITNESS POST.
 AC9870
 AC9870                          STATION RECOVERY (2005)
 AC9870
 AC9870'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AC9870'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AC9870'
 AC9870'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 40 AND COUNTY
 AC9870'ROAD 314A IN  FOREST CORNERS, GO SOUTHEAST ON STATE ROAD 40 FOR 1.1 MI
 AC9870'TO THE MARK ON THE LEFT.
 AC9870
 AC9870                          STATION RECOVERY (2006)
 AC9870
 AC9870'RECOVERY NOTE BY US POWER SQUADRON 2006
 AC9870'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6396 ***********************************************************************
 AG6396  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6396  DESIGNATION -  82
 AG6396  PID         -  AG6396
 AG6396  STATE/COUNTY-  FL/MANATEE
 AG6396  COUNTRY     -  US
 AG6396  USGS QUAD   -  BRADENTON BEACH (2018)
 AG6396
 AG6396                         *CURRENT SURVEY CONTROL
 AG6396  ______________________________________________________________________
 AG6396* NAD 83(1986) POSITION- 27 29 50.9    (N) 082 42 44.9    (W)   HD_HELD2
 AG6396* NAVD 88 ORTHO HEIGHT -     2.175 (meters)        7.14  (feet) ADJUSTED
 AG6396  ______________________________________________________________________
 AG6396  GEOID HEIGHT    -        -24.344 (meters)                     GEOID18
 AG6396  DYNAMIC HEIGHT  -          2.172 (meters)        7.13  (feet) COMP
 AG6396  MODELED GRAVITY -    979,143.5   (mgal)                       NAVD 88
 AG6396
 AG6396  VERT ORDER      -  FIRST     CLASS II
 AG6396
 AG6396.The horizontal coordinates were established by autonomous hand held GPS
 AG6396.observations and have an estimated accuracy of +/- 10 meters.
 AG6396
 AG6396.The orthometric height was determined by differential leveling and
 AG6396.adjusted by the NATIONAL GEODETIC SURVEY
 AG6396.in July 2009.
 AG6396
 AG6396.No vertical observational check was made to the station.
 AG6396
 AG6396.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6396.GEOID18 height accuracy estimate available here.
 AG6396
 AG6396.This Tidal Bench Mark is designated as VM 10613
 AG6396.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6396
 AG6396.Click photographs - Photos may exist for this station.
 AG6396
 AG6396.The dynamic height is computed by dividing the NAVD 88
 AG6396.geopotential number by the normal gravity value computed on the
 AG6396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6396.degrees latitude (g = 980.6199 gals.).
 AG6396
 AG6396.The modeled gravity was interpolated from observed gravity values.
 AG6396
 AG6396;                    North         East    Units  Estimated Accuracy
 AG6396;SPC FL W     -   350,727.      129,601.      MT  (+/- 10 meters HH2 GPS)
 AG6396
 AG6396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3083642704(NAD 83)
 AG6396
 AG6396                          SUPERSEDED SURVEY CONTROL
 AG6396
 AG6396  NAVD 88 (06/15/91)    2.178  (m)            7.15   (f) SUPERSEDED  2 1
 AG6396  NGVD 29 (09/01/92)    2.479  (m)            8.13   (f) ADJUSTED    2 1
 AG6396
 AG6396.Superseded values are not recommended for survey control.
 AG6396
 AG6396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6396.See file dsdata.pdf to determine how the superseded data were derived.
 AG6396
 AG6396_MARKER: DD = SURVEY DISK
 AG6396_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AG6396_STAMPING: 82
 AG6396_MARK LOGO: FL-081
 AG6396_PROJECTION: PROJECTING 15 CENTIMETERS
 AG6396_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6396+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2008
 AG6396
 AG6396  HISTORY     - Date     Condition        Report By
 AG6396  HISTORY     - 1975     MONUMENTED       FL-081
 AG6396  HISTORY     - 1975     GOOD             NGS
 AG6396  HISTORY     - 1979     GOOD             FLDNR
 AG6396  HISTORY     - 1983     GOOD             USPSQD
 AG6396  HISTORY     - 1983     GOOD             FLDNR
 AG6396  HISTORY     - 19900616 GOOD             FLDNR
 AG6396  HISTORY     - 20020302 GOOD             USPSQD
 AG6396  HISTORY     - 20020417 GOOD             FLDEP
 AG6396  HISTORY     - 20040310 POOR             USPSQD
 AG6396  HISTORY     - 20060315 POOR             USPSQD
 AG6396  HISTORY     - 20080129 SEE DESCRIPTION  FLDEP
 AG6396  HISTORY     - 20080413 POOR             USPSQD
 AG6396  HISTORY     - 20130418 GOOD             FL-081
 AG6396  HISTORY     - 20200901 GOOD             FL-081
 AG6396
 AG6396                          STATION DESCRIPTION
 AG6396
 AG6396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG6396'IN ANNA MARIA KEY.
 AG6396'ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND 789
 AG6396'AT THE COUNTY PARK.  THE MARK IS LOCATED NEAR THE SOUTHWEST CORNER OF
 AG6396'THE STEPS, 188 FEET SOUTHEAST OF MARK NO 1 1975, AND 19.5 FEET
 AG6396'NORTHWEST OF NORTHWEST CORNER OF THE WALL AROUND A PATIO, AND 47.5
 AG6396'FEET WEST OF THE CONCESSION STAND.
 AG6396
 AG6396                          STATION RECOVERY (1979)
 AG6396
 AG6396'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AG6396'BEGIN AT ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND
 AG6396'789 AT THE COUNTY PARK. THE MARK BEARS 188 FEET SOUTHEAST OF MARK NO 1
 AG6396'1975, AND 19.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE WALL
 AG6396'AROUND A PATIO, AND 47.5 FEET WEST OF THE CONCESSION STAND. IT IS
 AG6396'LOCATED NEAR THE SOUTHWEST CORNER OF THE STEPS, SET BY MANATEE COUNTY.
 AG6396
 AG6396                          STATION RECOVERY (1983)
 AG6396
 AG6396'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG6396'RECOVERED IN GOOD CONDITION.
 AG6396
 AG6396                          STATION RECOVERY (1983)
 AG6396
 AG6396'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG6396'RECOVERED IN GOOD CONDITION.
 AG6396
 AG6396                          STATION RECOVERY (1990)
 AG6396
 AG6396'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6396'RECOVERED IN GOOD CONDITION.
 AG6396
 AG6396                          STATION RECOVERY (2002)
 AG6396
 AG6396'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG6396'ALSO FOUND NO2 AND NO3 AT NORTH END OF BUILDING
 AG6396
 AG6396                          STATION RECOVERY (2002)
 AG6396
 AG6396'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AG6396'RECOVERED AS DESCRIBED.
 AG6396
 AG6396                          STATION RECOVERY (2004)
 AG6396
 AG6396'RECOVERY NOTE BY US POWER SQUADRON 2004 (ELS)
 AG6396'MARK IS IN A SQUARE CONCRETE MONUMENT THAT HAS HAD ABOUT HALF CHIPPED
 AG6396'AWAY.  DISK IS STILL SOLID IN MONUMENT, BUT COULD BE EASILY REMOVED.
 AG6396'MAINTENANCE SHOULD BE DONE TO MONUMENT TO SAVE THE MARK. MARK IS ABOUT
 AG6396'6 INCHES ABOVE SAND LEVEL.  POOR CONDITION.  WOULD BE GOOD FOR GPS.
 AG6396
 AG6396                          STATION RECOVERY (2006)
 AG6396
 AG6396'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG6396'MARK RECOVERED IN POOR CONDITION.
 AG6396
 AG6396                          STATION RECOVERY (2008)
 AG6396
 AG6396'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG6396'THE MARK IS AT THE MANATEE PUBLIC BEACH PARK ON ANNA MARIA ISLAND, IN
 AG6396'SECTION 28, TOWNSHIP 34 SOUTH, RANGE 16 EAST.
 AG6396'
 AG6396'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 WESTBOUND
 AG6396'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 AG6396'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 AG6396'AVENUE) FOR 8.5 MI (13.7 KM) AND ACROSS THREE BRIDGES TO ANNA MARIA
 AG6396'ISLAND AND THE SECOND TRAFFIC SIGNAL AT THE JUNCTION OF GULF DRIVE,
 AG6396'CONTINUE WEST BENEATH SIGNAL ENTERING THE MANATEE PUBLIC BEACH AND THE
 AG6396'PARKING AREA OF THE CAFE ON THE BEACH-GIFT SHOP, NOW BY WALKING AROUND
 AG6396'TO THE BACK OF THE BUILDING TO THE BEACH AREA NEAR THE OUTSIDE DINING
 AG6396'AREA AND THE MARK, A MANATEE COUNTY SURVEY DISK SET IN THE TOP OF A
 AG6396'PREFABRICATED CONCRETE POST PROJECTING 0.6 FT (0.2 M) ABOVE THE LEVEL
 AG6396'OF THE GROUND.
 AG6396'
 AG6396'LOCATED 89.7 FT (27.3 M) SOUTHWEST OF A NOS DISK STAMPED NO 2 1975,
 AG6396'47.5 FT (14.5 M) WEST OF THE WEST EDGE OF THE BUILDING, 41.8 FT (12.7
 AG6396'M) EAST OF THE SOUTHEAST POLE SUPPORTING THE LIFE GUARD SHACK, 20.6 FT
 AG6396'(6.3 M) WEST OF THE CENTER OF A CLUSTER OF SEA GRAPE TREES, 19.5 FT
 AG6396'(5.9 M) NORTHWEST OF THE NORTHWEST CORNER OF THE WALL AROUND THE
 AG6396'OUTSIDE DINING AREA AND 0.6 FT (0.2 M) SOUTH OF A 0.4 FT (0.1 M)
 AG6396'SQUARE WOODEN POST.
 AG6396'
 AG6396'NOTE THE MARK AND DISK SEEM TO BE SOLID AND IN PLACE THOUGH SOME OF
 AG6396'THE CONCRETE HAS BEEN CHIPPED AWAY FROM THE SIDE OF THE MARK.
 AG6396
 AG6396                          STATION RECOVERY (2008)
 AG6396
 AG6396'RECOVERY NOTE BY US POWER SQUADRON 2008 (ELS)
 AG6396'MARK RECOVERED IN POOR CONDITION.
 AG6396
 AG6396                          STATION RECOVERY (2013)
 AG6396
 AG6396'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 AG6396'RECOVERED IN GOOD CONDITION.
 AG6396
 AG6396                          STATION RECOVERY (2020)
 AG6396
 AG6396'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 AG6396'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7200 ***********************************************************************
 AK7200  DESIGNATION -  82
 AK7200  PID         -  AK7200
 AK7200  STATE/COUNTY-  FL/ORANGE
 AK7200  COUNTRY     -  US
 AK7200  USGS QUAD   -  OVIEDO SW (2018)
 AK7200
 AK7200                         *CURRENT SURVEY CONTROL
 AK7200  ______________________________________________________________________
 AK7200* NAD 83(1986) POSITION- 28 33 52.     (N) 081 08 32.     (W)   SCALED
 AK7200* NAVD 88 ORTHO HEIGHT -    17.137 (meters)       56.22  (feet) ADJUSTED
 AK7200  ______________________________________________________________________
 AK7200  GEOID HEIGHT    -        -27.966 (meters)                     GEOID18
 AK7200  DYNAMIC HEIGHT  -         17.112 (meters)       56.14  (feet) COMP
 AK7200  MODELED GRAVITY -    979,205.6   (mgal)                       NAVD 88
 AK7200
 AK7200  VERT ORDER      -  SECOND    CLASS I
 AK7200
 AK7200.The horizontal coordinates were scaled from a map and have
 AK7200.an estimated accuracy of +/- 6 seconds.
 AK7200
 AK7200.The orthometric height was determined by differential leveling and
 AK7200.adjusted by the NATIONAL GEODETIC SURVEY
 AK7200.in December 1995.
 AK7200
 AK7200.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7200.GEOID18 height accuracy estimate available here.
 AK7200
 AK7200.Click photographs - Photos may exist for this station.
 AK7200
 AK7200.The dynamic height is computed by dividing the NAVD 88
 AK7200.geopotential number by the normal gravity value computed on the
 AK7200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7200.degrees latitude (g = 980.6199 gals.).
 AK7200
 AK7200.The modeled gravity was interpolated from observed gravity values.
 AK7200
 AK7200;                    North         East    Units  Estimated Accuracy
 AK7200;SPC FL E     -   468,770.      186,090.      MT  (+/- 180 meters Scaled)
 AK7200
 AK7200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM860597(NAD 83)
 AK7200
 AK7200                          SUPERSEDED SURVEY CONTROL
 AK7200
 AK7200.No superseded survey control is available for this station.
 AK7200
 AK7200_MARKER: DD = SURVEY DISK
 AK7200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK7200_STAMPING: B.M. 82 ELEV. 57.63
 AK7200_MARK LOGO: FLDT
 AK7200_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7200+STABILITY: SURFACE MOTION
 AK7200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK7200+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1997
 AK7200
 AK7200  HISTORY     - Date     Condition        Report By
 AK7200  HISTORY     - UNK      MONUMENTED       FLDT
 AK7200  HISTORY     - 19900326 GOOD             FL-095
 AK7200  HISTORY     - 19970220 GOOD             FLDEP
 AK7200  HISTORY     - 19980322 MARK NOT FOUND   USPSQD
 AK7200
 AK7200                          STATION DESCRIPTION
 AK7200
 AK7200'DESCRIBED BY ORANGE COUNTY FLORIDA 1990
 AK7200'5-INCH BY 5-INCH CONCRETE MONUMENT WITH 3-INCH BRASS FLDT DISC ON
 AK7200'SOUTH SIDE OF STATE HWY 50, ABOUT 100 FT (30.5 M) SOUTH OF THE CENTER
 AK7200'LINE OF STATE HWY 50, ABOUT 0.30 MI (0.48 KM) WEST OF FLDT BM STAMPED
 AK7200'50-88A-18.  T22S, R32E, SECTION 20. (DESCRIPTION SOURCE--THE ORANGE
 AK7200'COUNTY ENGINEERING DEPARTMENT.)
 AK7200
 AK7200                          STATION RECOVERY (1997)
 AK7200
 AK7200'RECOVERY NOTE BY FL DEPT OF ENV PRO 1997 (JLM)
 AK7200'THE MARK IS ABOUT 16.0 MI (25.7 KM) EAST OF ORLANDO, 0.8 MI (1.3 KM)
 AK7200'WEST OF BITHLO ON THE SOUTH SIDE OF STATE ROAD 50 (COLONIAL DRIVE) IN
 AK7200'SECTION 20, TOWNSHIP 22 SOUTH, RANGE 32 EAST. TO REACH THE MARK FROM
 AK7200'THE JUNCTION OF STATE ROAD 50 (COLONIAL DRIVE) AND STATE ROAD 419
 AK7200'(CHULUOTA ROAD) ON THE WEST SIDE OF BITHLO, GO WEST ON STATE ROAD 50
 AK7200'(COLONIAL DRIVE) FOR 0.8 MI (1.3 KM) TO THE MARK ON THE LEFT, SET IN
 AK7200'THE TOP OF A 4-INCH SQUARE CONCRETE MONUMENT IMBEDDED INTO THE GROUND,
 AK7200'FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD 50. LOCATED 99.7 FT
 AK7200'(30.4 M) SOUTH OF THE CENTERLINE OF STATE ROAD 50, 3.2 FT (1.0 M)
 AK7200'SOUTH OF POWER POLE NUMBER R11CC-11923 WITH 2 GUY WIRES ATTACHED AND
 AK7200'0.4 FT (12.2 CM) NORTH OF A METAL WITNESS POST.
 AK7200
 AK7200                          STATION RECOVERY (1998)
 AK7200
 AK7200'RECOVERY NOTE BY US POWER SQUADRON 1998
 AK7200'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7104 ***********************************************************************
 AG7104  DESIGNATION -  82 C OF SP
 AG7104  PID         -  AG7104
 AG7104  STATE/COUNTY-  FL/PINELLAS
 AG7104  COUNTRY     -  US
 AG7104  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7104
 AG7104                         *CURRENT SURVEY CONTROL
 AG7104  ______________________________________________________________________
 AG7104* NAD 83(1986) POSITION- 27 43 14.     (N) 082 38 53.     (W)   SCALED
 AG7104* NAVD 88 ORTHO HEIGHT -     4.736 (meters)       15.54  (feet) ADJUSTED
 AG7104  ______________________________________________________________________
 AG7104  GEOID HEIGHT    -        -24.475 (meters)                     GEOID18
 AG7104  DYNAMIC HEIGHT  -          4.729 (meters)       15.52  (feet) COMP
 AG7104  MODELED GRAVITY -    979,168.8   (mgal)                       NAVD 88
 AG7104
 AG7104  VERT ORDER      -  SECOND    CLASS II
 AG7104
 AG7104.The horizontal coordinates were scaled from a map and have
 AG7104.an estimated accuracy of +/- 6 seconds.
 AG7104
 AG7104.The orthometric height was determined by differential leveling and
 AG7104.adjusted by the NATIONAL GEODETIC SURVEY
 AG7104.in June 1991.
 AG7104
 AG7104.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7104.GEOID18 height accuracy estimate available here.
 AG7104
 AG7104.Click photographs - Photos may exist for this station.
 AG7104
 AG7104.The dynamic height is computed by dividing the NAVD 88
 AG7104.geopotential number by the normal gravity value computed on the
 AG7104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7104.degrees latitude (g = 980.6199 gals.).
 AG7104
 AG7104.The modeled gravity was interpolated from observed gravity values.
 AG7104
 AG7104;                    North         East    Units  Estimated Accuracy
 AG7104;SPC FL W     -   375,410.      136,100.      MT  (+/- 180 meters Scaled)
 AG7104
 AG7104_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL375673(NAD 83)
 AG7104
 AG7104                          SUPERSEDED SURVEY CONTROL
 AG7104
 AG7104  NGVD 29 (??/??/92)    5.021  (m)           16.47   (f) ADJ UNCH    2 2
 AG7104
 AG7104.Superseded values are not recommended for survey control.
 AG7104
 AG7104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7104.See file dsdata.pdf to determine how the superseded data were derived.
 AG7104
 AG7104_MARKER: DD = SURVEY DISK
 AG7104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7104_PROJECTION: FLUSH
 AG7104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7104+STABILITY: SURFACE MOTION
 AG7104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7104+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2003
 AG7104
 AG7104  HISTORY     - Date     Condition        Report By
 AG7104  HISTORY     - UNK      MONUMENTED       FL2730
 AG7104  HISTORY     - 1977     GOOD             FL-103
 AG7104  HISTORY     - 19980321 GOOD             USPSQD
 AG7104  HISTORY     - 20031027 GOOD             USPSQD
 AG7104  HISTORY     - 20081009 GOOD             PINCPW
 AG7104
 AG7104                          STATION DESCRIPTION
 AG7104
 AG7104'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7104'IN ST PETERSBURG.
 AG7104'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST. S.
 AG7104'AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19A, RUN EASTERLY ON
 AG7104'54TH AVE. S. FOR 2.00 MILES TO ARAGON WAY S. TURN LEFT AND RUN NORTH
 AG7104'AND NORTHWESTERLY ON ARAGON WAY S. FOR 0.10 MILE TO ALCAZAR WAY S.
 AG7104'STATION ON LEFT, IN THE WEST CORNER, 50.5 FT. S.W. OF ARAGON WAY S.,
 AG7104'33.2 FT. N.N.W. OF ALCAZAR WAY S., 83.4 FT. EAST OF THE S.E. CORNER
 AG7104'OF A ONE STORY BLOCK HOUSE 5131 ALCAZAR WAY S., 51.3 FT. N.N.W. OF A
 AG7104'21 INCH PINE TREE, 15.2 FT. W.N.W. OF A LIGHT POLE NUMBER 1A-64659,
 AG7104'15.6 FT. WEST OF THE BACK OF CURB. SET IN THE TOP OF A CONCRETE POST
 AG7104'THAT IS FLUSH WITH THE GROUND.  NO STAMPING ON DISK.
 AG7104
 AG7104                          STATION RECOVERY (1998)
 AG7104
 AG7104'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7104'RECOVERED IN GOOD CONDITION.
 AG7104
 AG7104                          STATION RECOVERY (2003)
 AG7104
 AG7104'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG7104'RECOVERED IN GOOD CONDITION.
 AG7104
 AG7104                          STATION RECOVERY (2008)
 AG7104
 AG7104'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG7104'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9868 ***********************************************************************
 AC9868  DESIGNATION -  82 JAS
 AC9868  PID         -  AC9868
 AC9868  STATE/COUNTY-  FL/MARION
 AC9868  COUNTRY     -  US
 AC9868  USGS QUAD   -  HALFMOON LAKE (2018)
 AC9868
 AC9868                         *CURRENT SURVEY CONTROL
 AC9868  ______________________________________________________________________
 AC9868* NAD 83(1986) POSITION- 29 10 18.     (N) 081 51 14.     (W)   SCALED
 AC9868* NAVD 88 ORTHO HEIGHT -    21.323 (meters)       69.96  (feet) ADJUSTED
 AC9868  ______________________________________________________________________
 AC9868  GEOID HEIGHT    -        -28.146 (meters)                     GEOID18
 AC9868  DYNAMIC HEIGHT  -         21.293 (meters)       69.86  (feet) COMP
 AC9868  MODELED GRAVITY -    979,237.4   (mgal)                       NAVD 88
 AC9868
 AC9868  VERT ORDER      -  FIRST     CLASS II
 AC9868
 AC9868.The horizontal coordinates were scaled from a map and have
 AC9868.an estimated accuracy of +/- 6 seconds.
 AC9868
 AC9868.The orthometric height was determined by differential leveling and
 AC9868.adjusted by the NATIONAL GEODETIC SURVEY
 AC9868.in July 2011.
 AC9868
 AC9868.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9868.GEOID18 height accuracy estimate available here.
 AC9868
 AC9868.Click photographs - Photos may exist for this station.
 AC9868
 AC9868.The dynamic height is computed by dividing the NAVD 88
 AC9868.geopotential number by the normal gravity value computed on the
 AC9868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9868.degrees latitude (g = 980.6199 gals.).
 AC9868
 AC9868.The modeled gravity was interpolated from observed gravity values.
 AC9868
 AC9868;                    North         East    Units  Estimated Accuracy
 AC9868;SPC FL W     -   536,070.      214,210.      MT  (+/- 180 meters Scaled)
 AC9868
 AC9868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN169273(NAD 83)
 AC9868
 AC9868                          SUPERSEDED SURVEY CONTROL
 AC9868
 AC9868  NAVD 88 (09/10/97)   21.339  (m)           70.01   (f) SUPERSEDED  2 1
 AC9868
 AC9868.Superseded values are not recommended for survey control.
 AC9868
 AC9868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9868.See file dsdata.pdf to determine how the superseded data were derived.
 AC9868
 AC9868_MARKER: DB = BENCH MARK DISK
 AC9868_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC9868_SP_SET: HEADWALL
 AC9868_STAMPING: 82 JAS 1966 71
 AC9868_MARK LOGO: USGS
 AC9868_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC9868+STABILITY: SURFACE MOTION
 AC9868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9868+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2005
 AC9868
 AC9868  HISTORY     - Date     Condition        Report By
 AC9868  HISTORY     - 1966     MONUMENTED       USGS
 AC9868  HISTORY     - 19960815 GOOD             FLDEP
 AC9868  HISTORY     - 20030601 GOOD             FLDEP
 AC9868  HISTORY     - 20050415 GOOD             FLDEP
 AC9868
 AC9868                          STATION DESCRIPTION
 AC9868
 AC9868'DESCRIBED BY FL DEPT OF ENV PRO 1996
 AC9868'THE MARK IS ABOUT 19.6 MI (31.5 KM) WEST OF ASTOR, 2.0 MI (3.2 KM)
 AC9868'EAST OF LYNNE IN SECTION 24, TOWNSHIP 15 SOUTH, RANGE 24 EAST. TO
 AC9868'REACH THE MARK FROM THE POST OFFICE (BIG PINES HARDWARE) IN FOREST
 AC9868'CORNER, GO EAST ON STATE ROAD 40 FOR 2.25 MI (3.62 KM) TO THE MARK ON
 AC9868'THE RIGHT, SET IN THE TOP OF THE NORTHWEST END OF THE CONCRETE CULVERT
 AC9868'HEADWALL ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 40, 193.5
 AC9868'FT (59.0 M) WEST OF THE WESTERN ENTRANCE TO CHARLES AUTO CENTER, 24.5
 AC9868'FT (7.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 40, 11.6
 AC9868'FT (3.5 M) WEST OF THE EAST END OF THE CULVERT HEADWALL AND 1.0 FT
 AC9868'(0.3 M) NORTHWEST OF A METAL WITNESS POST.
 AC9868
 AC9868                          STATION RECOVERY (2003)
 AC9868
 AC9868'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AC9868'RECOVERED AS DESCRIBED.
 AC9868
 AC9868                          STATION RECOVERY (2005)
 AC9868
 AC9868'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AC9868'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AC9868'
 AC9868'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 40 AND COUNTY
 AC9868'ROAD 314A IN  FOREST CORNERS, GO SOUTHEAST ON STATE ROAD 40 FOR 2.45
 AC9868'MI TO THE MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE9935 ***********************************************************************
 DE9935  DESIGNATION -  82 T
 DE9935  PID         -  DE9935
 DE9935  STATE/COUNTY-  FL/SEMINOLE
 DE9935  COUNTRY     -  US
 DE9935  USGS QUAD   -  CASSELBERRY (2018)
 DE9935
 DE9935                         *CURRENT SURVEY CONTROL
 DE9935  ______________________________________________________________________
 DE9935* NAD 83(1986) POSITION- 28 40 38.     (N) 081 20 57.     (W)   SCALED
 DE9935* NAVD 88 ORTHO HEIGHT -    25.246 (meters)       82.83  (feet) ADJUSTED
 DE9935  ______________________________________________________________________
 DE9935  GEOID HEIGHT    -        -27.687 (meters)                     GEOID18
 DE9935  DYNAMIC HEIGHT  -         25.210 (meters)       82.71  (feet) COMP
 DE9935  MODELED GRAVITY -    979,224.6   (mgal)                       NAVD 88
 DE9935
 DE9935  VERT ORDER      -  SECOND    CLASS I
 DE9935
 DE9935.The horizontal coordinates were scaled from a map and have
 DE9935.an estimated accuracy of +/- 6 seconds.
 DE9935
 DE9935.The orthometric height was determined by differential leveling and
 DE9935.adjusted by the NATIONAL GEODETIC SURVEY
 DE9935.in November 2003.
 DE9935
 DE9935.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE9935.GEOID18 height accuracy estimate available here.
 DE9935
 DE9935.Click photographs - Photos may exist for this station.
 DE9935
 DE9935.The dynamic height is computed by dividing the NAVD 88
 DE9935.geopotential number by the normal gravity value computed on the
 DE9935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE9935.degrees latitude (g = 980.6199 gals.).
 DE9935
 DE9935.The modeled gravity was interpolated from observed gravity values.
 DE9935
 DE9935;                    North         East    Units  Estimated Accuracy
 DE9935;SPC FL E     -   481,310.      165,870.      MT  (+/- 180 meters Scaled)
 DE9935
 DE9935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM658722(NAD 83)
 DE9935
 DE9935                          SUPERSEDED SURVEY CONTROL
 DE9935
 DE9935.No superseded survey control is available for this station.
 DE9935
 DE9935_MARKER: DE = TRAVERSE STATION DISK
 DE9935_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DE9935_STAMPING: 82 T
 DE9935_MARK LOGO: NONE
 DE9935_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE9935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE9935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE9935+SATELLITE: SATELLITE OBSERVATIONS - 1997
 DE9935
 DE9935  HISTORY     - Date     Condition        Report By
 DE9935  HISTORY     - 1997     MONUMENTED       FLDEP
 DE9935  HISTORY     - 20210715 MARK NOT FOUND   GEOCAC
 DE9935
 DE9935                          STATION DESCRIPTION
 DE9935
 DE9935'DESCRIBED BY FL DEPT OF ENV PRO 1997 (VAJ)
 DE9935'THE MARK IS ABOUT 1.5 MI (2.4 KM) SOUTH OF THE INTERSECTION OF STATE
 DE9935'ROAD 434 AND COUNTY ROAD 427 IN LONGWOOD, IN SECTION 7, TOWNSHIP 21
 DE9935'SOUTH, RANGE 30 EAST. TO REACH THE MARK FROM THE POST OFFICE ON WEKIVA
 DE9935'SPRINGS ROAD IN LONGWOOD, GO SOUTHEASTERLY ON WEKIVA SPRINGS ROAD FOR
 DE9935'1.3 MI (2.1 KM) TO THE INTERSECTION OF STATE ROAD 434, TURN LEFT ON
 DE9935'STATE ROAD 434 AND GO EAST FOR 3.7 MI (6.0 KM) TO THE INTERSECTION OF
 DE9935'COUNTY ROAD 427, TURN RIGHT ON COUNTY ROAD 427 AND GO SOUTH FOR 1.4 MI
 DE9935'(2.3 KM) TO THE SEABOARD COASTLINE RAILROAD AND THE MARK ON THE LEFT,
 DE9935'SET IN THE TOP OF A PREFABRICATED CONCRETE POST RECESSED ABOUT 1.0 FT
 DE9935'(0.3 M) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.5 FT (0.5 M) BELOW
 DE9935'THE LEVEL OF COUNTY ROAD 427. LOCATED 26.2 FT (8.0 M) SOUTHEAST OF THE
 DE9935'APPROXIMATE CENTERLINE OF COUNTY ROAD 427, 20.8 FT (6.3 M) WEST OF THE
 DE9935'WEST RAIL OF THE RAILROAD TRACKS, 14.7 FT (4.5 M) SOUTH OF A RAILROAD
 DE9935'CROSSING SIGNAL FOR COUNTY ROAD 427 NORTHBOUND LANES AND 1.7 FT (0.5
 DE9935'M) SOUTH OF A METAL WITNESS POST.
 DE9935
 DE9935                          STATION RECOVERY (2021)
 DE9935
 DE9935'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DE9935'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3694 ***********************************************************************
 DN3694  DESIGNATION -  83
 DN3694  PID         -  DN3694
 DN3694  STATE/COUNTY-  FL/LEE
 DN3694  COUNTRY     -  US
 DN3694  USGS QUAD   -  ESTERO (2018)
 DN3694
 DN3694                         *CURRENT SURVEY CONTROL
 DN3694  ______________________________________________________________________
 DN3694* NAD 83(1986) POSITION- 26 23 51.4    (N) 081 48 39.5    (W)   HD_HELD2
 DN3694* NAVD 88 ORTHO HEIGHT -     4.202 (meters)       13.79  (feet) ADJUSTED
 DN3694  ______________________________________________________________________
 DN3694  GEOID HEIGHT    -        -24.020 (meters)                     GEOID18
 DN3694  DYNAMIC HEIGHT  -          4.195 (meters)       13.76  (feet) COMP
 DN3694  MODELED GRAVITY -    979,054.0   (mgal)                       NAVD 88
 DN3694
 DN3694  VERT ORDER      -  FIRST     CLASS II
 DN3694
 DN3694.The horizontal coordinates were established by autonomous hand held GPS
 DN3694.observations and have an estimated accuracy of +/- 10 meters.
 DN3694
 DN3694.The orthometric height was determined by differential leveling and
 DN3694.adjusted by the NATIONAL GEODETIC SURVEY
 DN3694.in May 2013.
 DN3694
 DN3694.No vertical observational check was made to the station.
 DN3694
 DN3694.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3694.GEOID18 height accuracy estimate available here.
 DN3694
 DN3694.Click photographs - Photos may exist for this station.
 DN3694
 DN3694.The dynamic height is computed by dividing the NAVD 88
 DN3694.geopotential number by the normal gravity value computed on the
 DN3694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3694.degrees latitude (g = 980.6199 gals.).
 DN3694
 DN3694.The modeled gravity was interpolated from observed gravity values.
 DN3694
 DN3694;                    North         East    Units  Estimated Accuracy
 DN3694;SPC FL W     -   228,678.      218,860.      MT  (+/- 10 meters HH2 GPS)
 DN3694
 DN3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1911319972(NAD 83)
 DN3694
 DN3694                          SUPERSEDED SURVEY CONTROL
 DN3694
 DN3694.No superseded survey control is available for this station.
 DN3694
 DN3694_MARKER: DD = SURVEY DISK
 DN3694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3694_STAMPING: BM 83
 DN3694_MARK LOGO: FLDT
 DN3694_PROJECTION: RECESSED 13 CENTIMETERS
 DN3694_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3694+STABILITY: SURFACE MOTION
 DN3694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3694+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2015
 DN3694
 DN3694  HISTORY     - Date     Condition        Report By
 DN3694  HISTORY     - UNK      MONUMENTED       FLDT
 DN3694  HISTORY     - 20080808 GOOD             FLDEP
 DN3694  HISTORY     - 20150912 GOOD             FLDEP
 DN3694
 DN3694                          STATION DESCRIPTION
 DN3694
 DN3694'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DN3694'THE MARK IS ABOUT 9.3 MI (15.0 KM) EAST-SOUTHEAST OF FORT MYERS BEACH,
 DN3694'4.5 MI (7.2 KM) NORTH-NORTHWEST OF BONITA SPRINGS, 2.8 MI (4.5 KM)
 DN3694'SOUTH OF ESTERO, IN SECTION 9, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 DN3694'
 DN3694'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3694'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3694'NORTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 3.45 MI (5.6 KM) TO THE
 DN3694'TO THE JUNCTION OF OLD U.S. HIGHWAY 41 (COUNTY ROAD 887) ON THE RIGHT.
 DN3694'CONTINUE NORTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 1.25 MI (2.0 KM)
 DN3694'TO THE JUNCTION OF COCONUT ROAD ON THE LEFT AND THE MARK ON THE LEFT,
 DN3694'SET IN THE TOP OF A CONCRETE POST RECESSED 0.5 FT (15 CM) BELOW THE
 DN3694'LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF U.S.
 DN3694'HIGHWAY 41 SOUTHBOUND LANES.
 DN3694'
 DN3694'LOCATED 145.5 FT (44.3 M) NORTH OF A WOODEN POWER POLE NUMBER
 DN3694'5-6299-3799 7-6299-3799 WITH SIX GUY WIRES ATTACHED, 89.0 FT (27.1 M)
 DN3694'SOUTH OF THE SOUTH EDGE OF COCONUT ROAD, 60.0 FT (18.3 M)
 DN3694'SOUTH-SOUTHWEST OF A TRAFFIC SIGNAL POLE, 39.0 FT (11.9 M) WEST OF THE
 DN3694'WEST EDGE OF U.S. HIGHWAY 41 SOUTHBOUND LANES, 6.2 FT (1.9 M) WEST OF
 DN3694'THE WEST EDGE OF THE SIDEWALK AND 0.9 FT (27 CM) EAST OF A FLDT METAL
 DN3694'WITNESS POST.
 DN3694'
 DN3694'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DN3694'MONUMENT.
 DN3694'
 DN3694'NOTE DISK IS IN A 5-INCH (13 CM) PVC PIPE.
 DN3694
 DN3694                          STATION RECOVERY (2015)
 DN3694
 DN3694'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (MAH)
 DN3694'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7106 ***********************************************************************
 AG7106  DESIGNATION -  83 C OF SP
 AG7106  PID         -  AG7106
 AG7106  STATE/COUNTY-  FL/PINELLAS
 AG7106  COUNTRY     -  US
 AG7106  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7106
 AG7106                         *CURRENT SURVEY CONTROL
 AG7106  ______________________________________________________________________
 AG7106* NAD 83(1986) POSITION- 27 43 09.     (N) 082 38 46.     (W)   SCALED
 AG7106* NAVD 88 ORTHO HEIGHT -     4.498 (meters)       14.76  (feet) ADJUSTED
 AG7106  ______________________________________________________________________
 AG7106  GEOID HEIGHT    -        -24.477 (meters)                     GEOID18
 AG7106  DYNAMIC HEIGHT  -          4.492 (meters)       14.74  (feet) COMP
 AG7106  MODELED GRAVITY -    979,168.6   (mgal)                       NAVD 88
 AG7106
 AG7106  VERT ORDER      -  SECOND    CLASS II
 AG7106
 AG7106.The horizontal coordinates were scaled from a map and have
 AG7106.an estimated accuracy of +/- 6 seconds.
 AG7106
 AG7106.The orthometric height was determined by differential leveling and
 AG7106.adjusted by the NATIONAL GEODETIC SURVEY
 AG7106.in June 1991.
 AG7106
 AG7106.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7106.GEOID18 height accuracy estimate available here.
 AG7106
 AG7106.Click photographs - Photos may exist for this station.
 AG7106
 AG7106.The dynamic height is computed by dividing the NAVD 88
 AG7106.geopotential number by the normal gravity value computed on the
 AG7106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7106.degrees latitude (g = 980.6199 gals.).
 AG7106
 AG7106.The modeled gravity was interpolated from observed gravity values.
 AG7106
 AG7106;                    North         East    Units  Estimated Accuracy
 AG7106;SPC FL W     -   375,260.      136,290.      MT  (+/- 180 meters Scaled)
 AG7106
 AG7106_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL377671(NAD 83)
 AG7106
 AG7106                          SUPERSEDED SURVEY CONTROL
 AG7106
 AG7106  NGVD 29 (??/??/92)    4.783  (m)           15.69   (f) ADJ UNCH    2 2
 AG7106
 AG7106.Superseded values are not recommended for survey control.
 AG7106
 AG7106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7106.See file dsdata.pdf to determine how the superseded data were derived.
 AG7106
 AG7106_MARKER: DD = SURVEY DISK
 AG7106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7106_PROJECTION: RECESSED 5 CENTIMETERS
 AG7106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7106+STABILITY: SURFACE MOTION
 AG7106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7106+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2003
 AG7106
 AG7106  HISTORY     - Date     Condition        Report By
 AG7106  HISTORY     - UNK      MONUMENTED       FL2730
 AG7106  HISTORY     - 1977     GOOD             FL-103
 AG7106  HISTORY     - 19980321 GOOD             USPSQD
 AG7106  HISTORY     - 20031027 GOOD             USPSQD
 AG7106  HISTORY     - 20081009 GOOD             PINCPW
 AG7106
 AG7106                          STATION DESCRIPTION
 AG7106
 AG7106'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7106'IN ST PETERSBURG.
 AG7106'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 34TH ST.
 AG7106'S. AND PINELLAS BAYWAY 54TH AVE. S. U.S. ALT. HWY. 19 A, RUN EASTERLY
 AG7106'ON 54TH AVE. S. FOR 2.05 MILES TO 9TH ST. S. STATION ON LEFT, IN THE
 AG7106'N.E. CORNER, 47.6 FT. NORTH OF THE CENTERLINE OF 54TH AVE. S., 41.8
 AG7106'FT. EAST OF THE CENTERLINE OF 9TH ST. S., 48.6 FT. S.W. OF THE S.W.
 AG7106'CORNER OF A ONE STORY BLOCK HOUSE 5380 9TH ST. S., 15.7 FT. S.W. OF A
 AG7106'10 INCH PALM TREE, 2.4 FT. S.E. OF A CONCRETE POWER AND SIGNAL LIGHT
 AG7106'POLE NO NUMBER, 1.4 FT. N.E. OF THE BACK OF CURB. SET IN THE TOP OF A
 AG7106'CONCRETE POST THAT IS 2 INCHES BELOW THE GROUND.  NO STAMPING ON
 AG7106'DISK.
 AG7106
 AG7106                          STATION RECOVERY (1998)
 AG7106
 AG7106'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7106'RECOVERED IN GOOD CONDITION.
 AG7106
 AG7106                          STATION RECOVERY (2003)
 AG7106
 AG7106'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG7106'THE PALM TREE NO LONGER EXISTS. THE STATION IS 1.8 FT. SE OF A
 AG7106'CONCRETE POWER AND SIGNAL POLE AND FLUSH WITH THE SIDEWALK.
 AG7106
 AG7106                          STATION RECOVERY (2008)
 AG7106
 AG7106'RECOVERY NOTE BY PINELLAS COUNTY PUBLIC WORKS 2008 (BE)
 AG7106'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2601 ***********************************************************************
 AQ2601  DESIGNATION -  83 JAS
 AQ2601  PID         -  AQ2601
 AQ2601  STATE/COUNTY-  FL/MARION
 AQ2601  COUNTRY     -  US
 AQ2601  USGS QUAD   -  JUNIPER SPRINGS (2018)
 AQ2601
 AQ2601                         *CURRENT SURVEY CONTROL
 AQ2601  ______________________________________________________________________
 AQ2601* NAD 83(1986) POSITION- 29 10 50.     (N) 081 39 02.     (W)   SCALED
 AQ2601* NAVD 88 ORTHO HEIGHT -     8.100 (meters)       26.57  (feet) ADJUSTED
 AQ2601  ______________________________________________________________________
 AQ2601  GEOID HEIGHT    -        -28.304 (meters)                     GEOID18
 AQ2601  DYNAMIC HEIGHT  -          8.089 (meters)       26.54  (feet) COMP
 AQ2601  MODELED GRAVITY -    979,240.2   (mgal)                       NAVD 88
 AQ2601
 AQ2601  VERT ORDER      -  FIRST     CLASS II
 AQ2601
 AQ2601.The horizontal coordinates were scaled from a map and have
 AQ2601.an estimated accuracy of +/- 6 seconds.
 AQ2601
 AQ2601.The orthometric height was determined by differential leveling and
 AQ2601.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2601.in July 2011.
 AQ2601
 AQ2601.No vertical observational check was made to the station.
 AQ2601
 AQ2601.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2601.GEOID18 height accuracy estimate available here.
 AQ2601
 AQ2601.Click photographs - Photos may exist for this station.
 AQ2601
 AQ2601.The dynamic height is computed by dividing the NAVD 88
 AQ2601.geopotential number by the normal gravity value computed on the
 AQ2601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2601.degrees latitude (g = 980.6199 gals.).
 AQ2601
 AQ2601.The modeled gravity was interpolated from observed gravity values.
 AQ2601
 AQ2601;                    North         East    Units  Estimated Accuracy
 AQ2601;SPC FL W     -   537,090.      233,990.      MT  (+/- 180 meters Scaled)
 AQ2601
 AQ2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN367281(NAD 83)
 AQ2601
 AQ2601                          SUPERSEDED SURVEY CONTROL
 AQ2601
 AQ2601  NAVD 88 (09/10/97)    8.107  (m)           26.60   (f) SUPERSEDED  2 1
 AQ2601  NAVD 88 (??/??/92)    8.107  (m)           26.60   (f) SUPERSEDED  3 0
 AQ2601
 AQ2601.Superseded values are not recommended for survey control.
 AQ2601
 AQ2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2601.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2601
 AQ2601_MARKER: DD = SURVEY DISK
 AQ2601_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ2601_SP_SET: CULVERT HEADWALL
 AQ2601_STAMPING: 83 JAS 1966 28
 AQ2601_MARK LOGO: USGS
 AQ2601_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2601+STABILITY: SURFACE MOTION
 AQ2601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2601+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 AQ2601
 AQ2601  HISTORY     - Date     Condition        Report By
 AQ2601  HISTORY     - 1966     MONUMENTED       USGS
 AQ2601  HISTORY     - 1985     GOOD             FLDNR
 AQ2601  HISTORY     - 19960814 GOOD             FLDEP
 AQ2601  HISTORY     - 19970301 GOOD             USPSQD
 AQ2601  HISTORY     - 20040415 GOOD             FLDEP
 AQ2601
 AQ2601                          STATION DESCRIPTION
 AQ2601
 AQ2601'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2601'8.8 MI WEST FROM ASTOR.
 AQ2601'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND STATE ROAD 19 (7.9
 AQ2601'MILES WEST OF ASTOR), GO 0.9 MILE NORTH ON STATE ROAD 19 TO THE MARK.
 AQ2601'THE MARK IS SET IN THE TOP OF THE NORTHWEST END OF A CONCRETE CULVERT
 AQ2601'HEADWALL ON THE NORTHEAST SIDE OF THE HIGHWAY, AND BEARS 1 FOOT
 AQ2601'SOUTHEAST OF A WITNESS POST.
 AQ2601'THE MARK IS 1 FT BELOW HIGHWAY.
 AQ2601
 AQ2601                          STATION RECOVERY (1996)
 AQ2601
 AQ2601'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AQ2601'THE MARK IS ABOUT 13.4 MI (21.6 KM) SOUTHEAST OF SALT SPRINGS, 7.3 MI
 AQ2601'(11.7 KM) WEST-NORTHWEST OF ASTOR IN SECTION 37, TOWNSHIP 15 SOUTH,
 AQ2601'RANGE 26 EAST. TO REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO
 AQ2601'WEST ON STATE ROAD 40 FOR 7.05 MI (11.35 KM) TO THE INTERSECTION OF
 AQ2601'STATE ROAD 19, TURN RIGHT ON STATE ROAD 19 AND GO NORTH FOR 0.95 MI
 AQ2601'(1.53 KM) TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHEAST END OF THE
 AQ2601'CONCRETE CULVERT HEADWALL ABOUT 0.5 FT (15.2 CM) BELOW THE LEVEL OF
 AQ2601'STATE ROAD 19, 20.2 FT (6.2 M) NORTHEAST OF THE APPROXIMATE CENTERLINE
 AQ2601'OF STATE ROAD 19, 11.9 FT (3.6 M) NORTH OF THE SOUTH END OF THE
 AQ2601'CULVERT HEADWALL AND 0.7 FT (21.3 CM) SOUTH OF A CARSONITE WITNESS
 AQ2601'POST.
 AQ2601
 AQ2601                          STATION RECOVERY (1997)
 AQ2601
 AQ2601'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ2601'RECOVERED IN GOOD CONDITION.
 AQ2601
 AQ2601                          STATION RECOVERY (2004)
 AQ2601
 AQ2601'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ2601'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6601 ***********************************************************************
 DP6601  DESIGNATION -  830415 A
 DP6601  PID         -  DP6601
 DP6601  STATE/COUNTY-  FL/MANATEE
 DP6601  COUNTRY     -  US
 DP6601  USGS QUAD   -  LORRAINE (2018)
 DP6601
 DP6601                         *CURRENT SURVEY CONTROL
 DP6601  ______________________________________________________________________
 DP6601* NAD 83(1986) POSITION- 27 29 49.9    (N) 082 29 00.3    (W)   HD_HELD2
 DP6601* NAVD 88 ORTHO HEIGHT -     3.173 (meters)       10.41  (feet) ADJUSTED
 DP6601  ______________________________________________________________________
 DP6601  GEOID HEIGHT    -        -24.592 (meters)                     GEOID18
 DP6601  DYNAMIC HEIGHT  -          3.168 (meters)       10.39  (feet) COMP
 DP6601  MODELED GRAVITY -    979,138.8   (mgal)                       NAVD 88
 DP6601
 DP6601  VERT ORDER      -  FIRST     CLASS II
 DP6601
 DP6601.The horizontal coordinates were established by autonomous hand held GPS
 DP6601.observations and have an estimated accuracy of +/- 10 meters.
 DP6601
 DP6601.The orthometric height was determined by differential leveling and
 DP6601.adjusted by the NATIONAL GEODETIC SURVEY
 DP6601.in April 2015.
 DP6601
 DP6601.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6601.GEOID18 height accuracy estimate available here.
 DP6601
 DP6601.Click photographs - Photos may exist for this station.
 DP6601
 DP6601.The dynamic height is computed by dividing the NAVD 88
 DP6601.geopotential number by the normal gravity value computed on the
 DP6601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6601.degrees latitude (g = 980.6199 gals.).
 DP6601
 DP6601.The modeled gravity was interpolated from observed gravity values.
 DP6601
 DP6601;                    North         East    Units  Estimated Accuracy
 DP6601;SPC FL W     -   350,587.      152,234.      MT  (+/- 10 meters HH2 GPS)
 DP6601
 DP6601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5346542381(NAD 83)
 DP6601
 DP6601                          SUPERSEDED SURVEY CONTROL
 DP6601
 DP6601.No superseded survey control is available for this station.
 DP6601
 DP6601_MARKER: DD = SURVEY DISK
 DP6601_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6601_STAMPING: 830415 A 2014
 DP6601_MARK LOGO: SWFWMD
 DP6601_PROJECTION: RECESSED 8 CENTIMETERS
 DP6601_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6601_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6601+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2021
 DP6601_ROD/PIPE-DEPTH: 12.5 meters
 DP6601
 DP6601  HISTORY     - Date     Condition        Report By
 DP6601  HISTORY     - 20140619 MONUMENTED       FLDEP
 DP6601  HISTORY     - 20210301 GOOD             FL-081
 DP6601  HISTORY     - 20210415 GOOD             PICKET
 DP6601
 DP6601                          STATION DESCRIPTION
 DP6601
 DP6601'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6601'THE MARK IS ABOUT 7.0 MI (11.3 KM) NORTHWEST OF LORRAINE, 5.7 MI (9.2
 DP6601'KM) EAST-SOUTHEAST OF PALMETTO, 5.6 MI (9.0 KM) EAST OF BRADENTON, IN
 DP6601'SECTION 27, TOWNSHIP 34 SOUTH, RANGE 18 EAST.
 DP6601'
 DP6601'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6601'ROAD 64 INCH (163 CM) BRADENTON, GO WEST ON STATE ROAD 64 FOR 0.8 MI
 DP6601'(1.3 KM) TO THE INTERSECTION OF 60TH STREET COURT EAST ON THE LEFT AND
 DP6601'CYPRESS CREEK BOULEVARD ON THE RIGHT.  TURN RIGHT ON CYPRESS CREEK
 DP6601'BOULEVARD AND GO NORTH FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF FIRST
 DP6601'AVENUE EAST ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DP6601'DRIVEN TO REFUSAL AT A DEPTH OF 41.0 FT (12.5 M) WITH A SURVEY DISK
 DP6601'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP6601'1.5 FT (0.5 M) DEEP, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DP6601'GROUND AND LEVEL WITH CYPRESS CREEK BOULEVARD.
 DP6601'
 DP6601'LOCATED 106.0 FT (32.3 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DP6601'FIRST AVENUE EAST WESTBOUND LANES, 56.6 FT (17.3 M) SOUTHWEST OF
 DP6601'SURVEY MARK 830415 B, 49.0 FT (14.9 M) SOUTH OF WELL CASING 830415,
 DP6601'44.5 FT (13.6 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF CYPRESS
 DP6601'CREEK BOULEVARD SOUTHBOUND LANES, 1.3 FT (0.4 M) SOUTHEAST OF A 3-RAIL
 DP6601'WOODEN FENCE AND 1.1 FT (0.3 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DP6601'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6601'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP6601
 DP6601                          STATION RECOVERY (2021)
 DP6601
 DP6601'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2021 (BP)
 DP6601'RECOVERED IN GOOD CONDITION.
 DP6601
 DP6601                          STATION RECOVERY (2021)
 DP6601
 DP6601'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JMC)
 DP6601'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP6602 ***********************************************************************
 DP6602  DESIGNATION -  830415 B
 DP6602  PID         -  DP6602
 DP6602  STATE/COUNTY-  FL/MANATEE
 DP6602  COUNTRY     -  US
 DP6602  USGS QUAD   -  LORRAINE (2018)
 DP6602
 DP6602                         *CURRENT SURVEY CONTROL
 DP6602  ______________________________________________________________________
 DP6602* NAD 83(1986) POSITION- 27 29 50.3    (N) 082 28 59.7    (W)   HD_HELD2
 DP6602* NAVD 88 ORTHO HEIGHT -     2.658 (meters)        8.72  (feet) ADJUSTED
 DP6602  ______________________________________________________________________
 DP6602  GEOID HEIGHT    -        -24.592 (meters)                     GEOID18
 DP6602  DYNAMIC HEIGHT  -          2.654 (meters)        8.71  (feet) COMP
 DP6602  MODELED GRAVITY -    979,138.9   (mgal)                       NAVD 88
 DP6602
 DP6602  VERT ORDER      -  FIRST     CLASS II
 DP6602
 DP6602.The horizontal coordinates were established by autonomous hand held GPS
 DP6602.observations and have an estimated accuracy of +/- 10 meters.
 DP6602
 DP6602.The orthometric height was determined by differential leveling and
 DP6602.adjusted by the NATIONAL GEODETIC SURVEY
 DP6602.in April 2015.
 DP6602
 DP6602.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP6602.GEOID18 height accuracy estimate available here.
 DP6602
 DP6602.Click photographs - Photos may exist for this station.
 DP6602
 DP6602.The dynamic height is computed by dividing the NAVD 88
 DP6602.geopotential number by the normal gravity value computed on the
 DP6602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP6602.degrees latitude (g = 980.6199 gals.).
 DP6602
 DP6602.The modeled gravity was interpolated from observed gravity values.
 DP6602
 DP6602;                    North         East    Units  Estimated Accuracy
 DP6602;SPC FL W     -   350,599.      152,250.      MT  (+/- 10 meters HH2 GPS)
 DP6602
 DP6602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5348242394(NAD 83)
 DP6602
 DP6602                          SUPERSEDED SURVEY CONTROL
 DP6602
 DP6602.No superseded survey control is available for this station.
 DP6602
 DP6602_MARKER: DD = SURVEY DISK
 DP6602_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DP6602_STAMPING: 830415 B 2014
 DP6602_MARK LOGO: SWFWMD
 DP6602_PROJECTION: RECESSED 5 CENTIMETERS
 DP6602_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP6602_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP6602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP6602+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2021
 DP6602_ROD/PIPE-DEPTH: 11.6 meters
 DP6602
 DP6602  HISTORY     - Date     Condition        Report By
 DP6602  HISTORY     - 20140619 MONUMENTED       FLDEP
 DP6602  HISTORY     - 20210301 GOOD             FL-081
 DP6602  HISTORY     - 20210415 GOOD             PICKET
 DP6602
 DP6602                          STATION DESCRIPTION
 DP6602
 DP6602'DESCRIBED BY FL DEPT OF ENV PRO 2014 (BPJ)
 DP6602'THE MARK IS ABOUT 7.0 MI (11.3 KM) NORTHWEST OF LORRAINE, 5.7 MI (9.2
 DP6602'KM) EAST-SOUTHEAST OF PALMETTO, 5.6 MI (9.0 KM) EAST OF BRADENTON, IN
 DP6602'SECTION 27, TOWNSHIP 34 SOUTH, RANGE 18 EAST.
 DP6602'
 DP6602'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND STATE
 DP6602'ROAD 64 INCH (163 CM) BRADENTON, GO WEST ON STATE ROAD 64 FOR 0.8 MI
 DP6602'(1.3 KM) TO THE INTERSECTION OF 60TH STREET COURT EAST ON THE LEFT AND
 DP6602'CYPRESS CREEK BOULEVARD ON THE RIGHT.  TURN RIGHT ON CYPRESS CREEK
 DP6602'BOULEVARD AND GO NORTH FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF FIRST
 DP6602'AVENUE EAST ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD
 DP6602'DRIVEN TO REFUSAL AT A DEPTH OF 38.2 FT (11.6 M) WITH A SURVEY DISK
 DP6602'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT ABOUT
 DP6602'1.5 FT (0.5 M) DEEP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DP6602'GROUND AND LEVEL WITH CYPRESS CREEK BOULEVARD.
 DP6602'
 DP6602'LOCATED 162.0 FT (49.4 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DP6602'FIRST AVENUE EAST WESTBOUND LANES, 56.6 FT (17.3 M) NORTHEAST OF
 DP6602'SURVEY MARK 830415 A, 46.4 FT (14.1 M) NORTHWEST OF THE APPROXIMATE
 DP6602'CENTERLINE OF CYPRESS CREEK BOULEVARD SOUTHBOUND LANES, 34.5 FT (10.5
 DP6602'M) SOUTHEAST OF WELL CASING 830415, 1.3 FT (0.4 M) SOUTHEAST OF A
 DP6602'3-RAIL WOODEN FENCE AND 1.0 FT (0.3 M) SOUTHEAST OF A CARSONITE
 DP6602'WITNESS POST.
 DP6602'
 DP6602'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DP6602'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DP6602
 DP6602                          STATION RECOVERY (2021)
 DP6602
 DP6602'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2021 (BP)
 DP6602'RECOVERED IN GOOD CONDITION.
 DP6602
 DP6602                          STATION RECOVERY (2021)
 DP6602
 DP6602'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JMC)
 DP6602'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3863 ***********************************************************************
 DQ3863  DESIGNATION -  834891 A
 DQ3863  PID         -  DQ3863
 DQ3863  STATE/COUNTY-  FL/HIGHLANDS
 DQ3863  COUNTRY     -  US
 DQ3863  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DQ3863
 DQ3863                         *CURRENT SURVEY CONTROL
 DQ3863  ______________________________________________________________________
 DQ3863* NAD 83(1986) POSITION- 27 31 20.6    (N) 081 26 32.5    (W)   HD_HELD2
 DQ3863* NAVD 88 ORTHO HEIGHT -    33.377 (meters)      109.50  (feet) ADJUSTED
 DQ3863  ______________________________________________________________________
 DQ3863  GEOID HEIGHT    -        -25.930 (meters)                     GEOID18
 DQ3863  DYNAMIC HEIGHT  -         33.327 (meters)      109.34  (feet) COMP
 DQ3863  MODELED GRAVITY -    979,124.1   (mgal)                       NAVD 88
 DQ3863
 DQ3863  VERT ORDER      -  FIRST     CLASS II
 DQ3863
 DQ3863.The horizontal coordinates were established by autonomous hand held GPS
 DQ3863.observations and have an estimated accuracy of +/- 10 meters.
 DQ3863
 DQ3863.The orthometric height was determined by differential leveling and
 DQ3863.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3863.in January 2017.
 DQ3863
 DQ3863.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3863.GEOID18 height accuracy estimate available here.
 DQ3863
 DQ3863.Click photographs - Photos may exist for this station.
 DQ3863
 DQ3863.The dynamic height is computed by dividing the NAVD 88
 DQ3863.geopotential number by the normal gravity value computed on the
 DQ3863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3863.degrees latitude (g = 980.6199 gals.).
 DQ3863
 DQ3863.The modeled gravity was interpolated from observed gravity values.
 DQ3863
 DQ3863;                    North         East    Units  Estimated Accuracy
 DQ3863;SPC FL E     -   353,363.      156,301.      MT  (+/- 10 meters HH2 GPS)
 DQ3863
 DQ3863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5631544374(NAD 83)
 DQ3863
 DQ3863                          SUPERSEDED SURVEY CONTROL
 DQ3863
 DQ3863.No superseded survey control is available for this station.
 DQ3863
 DQ3863_MARKER: DD = SURVEY DISK
 DQ3863_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3863_STAMPING: 834891 A 2015
 DQ3863_MARK LOGO: SWFWMD
 DQ3863_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3863_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3863_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3863+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2022
 DQ3863_ROD/PIPE-DEPTH: 14.9 meters
 DQ3863
 DQ3863  HISTORY     - Date     Condition        Report By
 DQ3863  HISTORY     - 2015     MONUMENTED       SWFWMD
 DQ3863  HISTORY     - 20151012 GOOD             FLDEP
 DQ3863  HISTORY     - 20220704 GOOD             GEOCAC
 DQ3863
 DQ3863                          STATION DESCRIPTION
 DQ3863
 DQ3863'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3863'THE MARK IS ABOUT 11.1 MI (17.9 KM) NORTHEAST OF CREWSVILLE, 6.4 MI
 DQ3863'(10.3 KM) SOUTHEAST OF AVON PARK, 1.9 MI (3.1 KM) NORTH OF SEBRING, IN
 DQ3863'SECTION 17, TOWNSHIP 34 SOUTH, RANGE 29 EAST.
 DQ3863'
 DQ3863'TO REACH THE MARK FROM THE INTERSECTION OF SEBRING PARKWAY AND STATE
 DQ3863'ROAD 17 (NORTH RIDGEWOOD DRIVE) IN SEBRING, GO NORTH AND NORTHWEST ON
 DQ3863'STATE ROAD 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF ARBUCKLE CREEK
 DQ3863'ROAD ON THE RIGHT.  TURN RIGHT ON ARBUCKLE CREEK ROAD AND GO NORTHEAST
 DQ3863'AND EAST FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF BASKET LAKE DRIVE
 DQ3863'ON THE LEFT AND THE DINNER LAKE BOAT LANDING ROAD ON THE RIGHT.  TURN
 DQ3863'RIGHT ON THE DINNER LAKE BOAT LANDING ROAD AND GO SOUTH FOR ABOUT
 DQ3863'350.0 FT (106.7 M) TO THE BOAT RAMP AHEAD AND THE MARK ON THE LEFT, AN
 DQ3863'ALUMINUM ROD DRIVEN TO A DEPTH OF 15.0 FT (4.6 M) WITH A SURVEY DISK
 DQ3863'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT,
 DQ3863'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.3 FT
 DQ3863'(9 CM) BELOW THE LEVEL OF THE BOAT RAMP APPROACH.
 DQ3863'
 DQ3863'LOCATED 354.8 FT (108.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DQ3863'ARBUCKLE CREEK ROAD, 75.0 FT (22.9 M) NORTH OF SURVEY MARK 834891 B,
 DQ3863'33.3 FT (10.1 M) EAST OF THE APPROXIMATE CENTERLINE OF A BOAT RAMP,
 DQ3863'1.5 FT (0.5 M) WEST OF A CONCRETE BLOCK WALL AND 1.0 FT (0.3 M) WEST
 DQ3863'OF A CARSONITE WITNESS POST.
 DQ3863'
 DQ3863'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DQ3863
 DQ3863                          STATION RECOVERY (2022)
 DQ3863
 DQ3863'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DQ3863'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3864 ***********************************************************************
 DQ3864  DESIGNATION -  834891 B
 DQ3864  PID         -  DQ3864
 DQ3864  STATE/COUNTY-  FL/HIGHLANDS
 DQ3864  COUNTRY     -  US
 DQ3864  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DQ3864
 DQ3864                         *CURRENT SURVEY CONTROL
 DQ3864  ______________________________________________________________________
 DQ3864* NAD 83(1986) POSITION- 27 31 19.8    (N) 081 26 32.6    (W)   HD_HELD2
 DQ3864* NAVD 88 ORTHO HEIGHT -    31.465 (meters)      103.23  (feet) ADJUSTED
 DQ3864  ______________________________________________________________________
 DQ3864  GEOID HEIGHT    -        -25.929 (meters)                     GEOID18
 DQ3864  DYNAMIC HEIGHT  -         31.417 (meters)      103.07  (feet) COMP
 DQ3864  MODELED GRAVITY -    979,124.1   (mgal)                       NAVD 88
 DQ3864
 DQ3864  VERT ORDER      -  FIRST     CLASS II
 DQ3864
 DQ3864.The horizontal coordinates were established by autonomous hand held GPS
 DQ3864.observations and have an estimated accuracy of +/- 10 meters.
 DQ3864
 DQ3864.The orthometric height was determined by differential leveling and
 DQ3864.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3864.in January 2017.
 DQ3864
 DQ3864.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3864.GEOID18 height accuracy estimate available here.
 DQ3864
 DQ3864.Click photographs - Photos may exist for this station.
 DQ3864
 DQ3864.The dynamic height is computed by dividing the NAVD 88
 DQ3864.geopotential number by the normal gravity value computed on the
 DQ3864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3864.degrees latitude (g = 980.6199 gals.).
 DQ3864
 DQ3864.The modeled gravity was interpolated from observed gravity values.
 DQ3864
 DQ3864;                    North         East    Units  Estimated Accuracy
 DQ3864;SPC FL E     -   353,339.      156,298.      MT  (+/- 10 meters HH2 GPS)
 DQ3864
 DQ3864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5631244350(NAD 83)
 DQ3864
 DQ3864                          SUPERSEDED SURVEY CONTROL
 DQ3864
 DQ3864.No superseded survey control is available for this station.
 DQ3864
 DQ3864_MARKER: DD = SURVEY DISK
 DQ3864_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3864_STAMPING: 834891 B 2015
 DQ3864_MARK LOGO: SWFWMD
 DQ3864_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3864_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3864_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3864+SATELLITE: SATELLITE OBSERVATIONS - July 04, 2022
 DQ3864_ROD/PIPE-DEPTH: 14.9 meters
 DQ3864
 DQ3864  HISTORY     - Date     Condition        Report By
 DQ3864  HISTORY     - 2015     MONUMENTED       SWFWMD
 DQ3864  HISTORY     - 20151012 GOOD             FLDEP
 DQ3864  HISTORY     - 20220704 GOOD             GEOCAC
 DQ3864
 DQ3864                          STATION DESCRIPTION
 DQ3864
 DQ3864'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3864'THE MARK IS ABOUT 11.1 MI (17.9 KM) NORTHEAST OF CREWSVILLE, 6.4 MI
 DQ3864'(10.3 KM) SOUTHEAST OF AVON PARK, 1.9 MI (3.1 KM) NORTH OF SEBRING, IN
 DQ3864'SECTION 17, TOWNSHIP 34 SOUTH, RANGE 29 EAST.
 DQ3864'
 DQ3864'TO REACH THE MARK FROM THE INTERSECTION OF SEBRING PARKWAY AND STATE
 DQ3864'ROAD 17 (NORTH RIDGEWOOD DRIVE) IN SEBRING, GO NORTH AND NORTHWEST ON
 DQ3864'STATE ROAD 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF ARBUCKLE CREEK
 DQ3864'ROAD ON THE RIGHT.  TURN RIGHT ON ARBUCKLE CREEK ROAD AND GO NORTHEAST
 DQ3864'AND EAST FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF BASKET LAKE DRIVE
 DQ3864'ON THE LEFT AND THE DINNER LAKE BOAT LANDING ROAD ON THE RIGHT.  TURN
 DQ3864'RIGHT ON THE DINNER LAKE BOAT LANDING ROAD AND GO SOUTH FOR ABOUT
 DQ3864'430.0 FT (131.1 M) TO THE BOAT RAMP AHEAD AND THE MARK ON THE LEFT, AN
 DQ3864'ALUMINUM ROD DRIVEN TO A DEPTH OF 15.0 FT (4.6 M) WITH A SURVEY DISK
 DQ3864'SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT,
 DQ3864'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT
 DQ3864'(15 CM) BELOW THE LEVEL OF THE BOAT RAMP APPROACH.
 DQ3864'
 DQ3864'LOCATED 429.8 FT (131.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DQ3864'ARBUCKLE CREEK ROAD, 75.0 FT (22.9 M) SOUTH OF SURVEY MARK 834891 A,
 DQ3864'26.0 FT (7.9 M) EAST OF THE APPROXIMATE CENTERLINE OF A BOAT RAMP, 2.2
 DQ3864'FT (0.7 M) WEST OF A CONCRETE BLOCK WALL AND 1.9 FT (0.6 M) WEST OF A
 DQ3864'CARSONITE WITNESS POST.
 DQ3864'
 DQ3864'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DQ3864
 DQ3864                          STATION RECOVERY (2022)
 DQ3864
 DQ3864'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DQ3864'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AS0552 ***********************************************************************
 AS0552  DESIGNATION -  84 00 1000 R
 AS0552  PID         -  AS0552
 AS0552  STATE/COUNTY-  FL/FRANKLIN
 AS0552  COUNTRY     -  US
 AS0552  USGS QUAD   -  NEW INLET (2018)
 AS0552
 AS0552                         *CURRENT SURVEY CONTROL
 AS0552  ______________________________________________________________________
 AS0552* NAD 83(1986) POSITION- 29 36 48.9    (N) 084 57 44.9    (W)   HD_HELD2
 AS0552* NAVD 88 ORTHO HEIGHT -     1.380 (meters)        4.53  (feet) ADJUSTED
 AS0552  ______________________________________________________________________
 AS0552  GEOID HEIGHT    -        -27.146 (meters)                     GEOID18
 AS0552  DYNAMIC HEIGHT  -          1.378 (meters)        4.52  (feet) COMP
 AS0552  MODELED GRAVITY -    979,295.1   (mgal)                       NAVD 88
 AS0552
 AS0552  VERT ORDER      -  SECOND    CLASS I
 AS0552
 AS0552.The horizontal coordinates were established by autonomous hand held GPS
 AS0552.observations and have an estimated accuracy of +/- 10 meters.
 AS0552
 AS0552.The orthometric height was determined by differential leveling and
 AS0552.adjusted by the NATIONAL GEODETIC SURVEY
 AS0552.in November 2012.
 AS0552
 AS0552.No vertical observational check was made to the station.
 AS0552
 AS0552.Significant digits in the geoid height do not necessarily reflect accuracy.
 AS0552.GEOID18 height accuracy estimate available here.
 AS0552
 AS0552.Click photographs - Photos may exist for this station.
 AS0552
 AS0552.The dynamic height is computed by dividing the NAVD 88
 AS0552.geopotential number by the normal gravity value computed on the
 AS0552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AS0552.degrees latitude (g = 980.6199 gals.).
 AS0552
 AS0552.The modeled gravity was interpolated from observed gravity values.
 AS0552
 AS0552;                    North         East    Units  Estimated Accuracy
 AS0552;SPC FL N     -    68,105.      555,206.      MT  (+/- 10 meters HH2 GPS)
 AS0552
 AS0552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFT9729377702(NAD 83)
 AS0552
 AS0552                          SUPERSEDED SURVEY CONTROL
 AS0552
 AS0552  NAVD 88 (06/15/91)    1.377  (m)            4.52   (f) SUPERSEDED  2 1
 AS0552
 AS0552.Superseded values are not recommended for survey control.
 AS0552
 AS0552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AS0552.See file dsdata.pdf to determine how the superseded data were derived.
 AS0552
 AS0552_MARKER: DD = SURVEY DISK
 AS0552_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AS0552_STAMPING: 84 00 1000 R 1955
 AS0552_MARK LOGO: USACE
 AS0552_PROJECTION: PROJECTING 3 CENTIMETERS
 AS0552_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AS0552_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AS0552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AS0552+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2011
 AS0552
 AS0552  HISTORY     - Date     Condition        Report By
 AS0552  HISTORY     - 1955     MONUMENTED       USACE
 AS0552  HISTORY     - 1987     GOOD             FLDNR
 AS0552  HISTORY     - 19980519 MARK NOT FOUND   USPSQD
 AS0552  HISTORY     - 20111016 GOOD             FLDEP
 AS0552
 AS0552                          STATION DESCRIPTION
 AS0552
 AS0552'DESCRIBED BY FL DEPT OF NAT RES 1987
 AS0552'8.0 MI SOUTH FROM APALACHICOLA.
 AS0552'BEGIN AT THE LIGHTHOUSE ON LITTLE ST. GEORGE ISLAND, GO 5.25 MILES
 AS0552'NORTHEAST ALONG THE BEACH TO THE INLET AT SIKES CUT AND THE VICINITY
 AS0552'OF THE MARK.  THE MARK IS LOCATED IN A GROVE OF PALM TREES.  THE MARK
 AS0552'BEARS 0.15 MILE SOUTHWEST OF THE INLET, 2.0 FEET WEST OF A STEEL
 AS0552'PIPE, 14.2 FEET NORTH-NORTHWEST OF A PALM TREE, 34.5 FEET EAST-
 AS0552'SOUTHEAST OF A PALM TREE, 52.0 FEET NORTH OF A PALM TREE, AND 94.9
 AS0552'FEET NORTH OF 290844 AA 2 1975.
 AS0552'THE MARK IS 1.9 FT  S FROM A WITNESS POST.
 AS0552
 AS0552                          STATION RECOVERY (1998)
 AS0552
 AS0552'RECOVERY NOTE BY US POWER SQUADRON 1998
 AS0552'MARK NOT FOUND.
 AS0552
 AS0552                          STATION RECOVERY (2011)
 AS0552
 AS0552'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RWH)
 AS0552'THE STATION IS LOCATED ABOUT 16.5 MI (26.5 KM) SOUTH OF BEVERLY, 12.6
 AS0552'MI (20.3 KM) SOUTHWEST OF GREEN POINT AND 7.8 MI (12.6 KM) SOUTH OF
 AS0552'APALACHICOLA.
 AS0552'
 AS0552'TO REACH THE MARK FROM THE SOUTH END OF THE WESTERN MOST BOAT DOCK OF
 AS0552'TWO DOCKS ON THE NORTH SIDE OF LITTLE SAINT GEORGE ISLAND, GO
 AS0552'SOUTH-SOUTHEAST ON THE ISLANDS MAIN NORTH-TO-SOUTH SAND ROAD FOR 150.0
 AS0552'FT (45.7 M) TO THE JUNCTION OF A SAND DRIVE TO THE EAST THAT GOES TO
 AS0552'THE ONLY HOUSE ON THE ISLAND, NOTE-THE HOUSE IS SOUTHEAST OF THE SOUTH
 AS0552'END OF THE DOCK AND IS CALLED THE MARSHALL HOUSE FIELD STATION.
 AS0552'CONTINUE SOUTH-SOUTHEAST ON THE MAIN NORTH-TO-SOUTH SAND ROAD FOR 0.15
 AS0552'MI (0.2 KM) TO THE INTERSECTION OF FOUR SAND ROADS, THE SAND ROAD THAT
 AS0552'GOES TO THE SOUTHWEST IS THE MAIN NORTH-TO-SOUTH ROAD, THE SAND ROAD
 AS0552'THAT GOES TO THE NORTHEAST IS THE ROAD TO THE EASTERN MOST DOCK ON THE
 AS0552'ISLAND AND IS CALLED THE GOVERNMENT DOCK, THE ROAD TO THE SOUTHEAST IS
 AS0552'THE MAIN SAND ROAD TO REACH THE EAST END OF THE ISLAND.  TURN LEFT ON
 AS0552'THE MAIN SAND ROAD AND GO SOUTHEAST FOR 1.25 MI (2.0 KM) TO ITS END AT
 AS0552'THE BEACH ON THE GULF OF MEXICO.  TURN LEFT ON THE BEACH AND GO
 AS0552'EAST-NORTHEAST FOR 4.7 MI (7.6 KM) TO THE MARK ON THE LEFT, SET IN THE
 AS0552'TOP OF A ROUND CONCRETE POST 6-INCH (15 CM) DIAMETER STEEL PIPE,
 AS0552'PROJECTING 0.1 FT (3 CM) ABOVE THE LEVEL OF THE GROUND.
 AS0552'
 AS0552'LOCATED ABOUT 0.15 MI (0.2 KM) SOUTH-SOUTHWEST OF GOVERNMENT CUT (ALSO
 AS0552'CALLED BOB SIKES CUT) BETWEEN LITTLE SAINT GEORGE ISLAND AND SAINT
 AS0552'GEORGE ISLAND, 386.O FT (117.7 M) NORTHWEST OF SURVEY MARK 49 80 A17
 AS0552'REFERENCE MARK 1, 300.0 FT (91.4 M) NORTH-NORTHWEST OF THE SOUTHEAST
 AS0552'EDGE OF THE DUNE-VEGETATION LINE, 94.0 FT (28.7 M) NORTH OF BENCH MARK
 AS0552'290844AA2 1975 (PID NUMBER AS0410), 69.6 FT (21.2 M) WEST-NORTHWEST OF
 AS0552'A 1.2 FT (0.4 M) DIAMETER PALM TREE, 28.0 FT (8.5 M) EAST-SOUTHEAST OF
 AS0552'A 1.0 FT (0.3 M) DIAMETER PALM TREE, 14.0 FT (4.3 M) NORTH-NORTHWEST
 AS0552'OF A 1.0 FT (0.3 M) DIAMETER PALM TREE, 2.0 FT (0.6 M) WEST OF A
 AS0552'1-INCH (3 CM) DIAMETER GALVANIZED STEEL PIPE THAT PROJECTS 4.0 FT (1.2
 AS0552'M) ABOVE THE GROUND AND 0.9 FT (27 CM) SOUTHEAST OF A CARSONITE
 AS0552'WITNESS POST.
 AS0552'
 AS0552'NOTE A MAGNET WAS PLACED NEXT TO THE MONUMENT.
 AS0552'
 AS0552'NOTE THE MARK IS ON LITTLE SAINT GEORGE ISLAND WHICH IS REACHED ONLY
 AS0552'BY BOAT OR HELICOPTER AND THEN BY WALKING OR BY A FOUR WHEEL DRIVE
 AS0552'VEHICLE.
 AS0552'
 AS0552'NOTE LIGHTHOUSE ON LITTLE SAINT GEORGE ISLAND WAS DESTROYED BY
 AS0552'EROSION, THE REMAINS OF THE LIGHTHOUSE WAS MOVED TO SAINT GEORGE
 AS0552'ISLAND WHERE IT WAS RE-CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5710 ***********************************************************************
 DM5710  DESIGNATION -  84 86 06 C1
 DM5710  PID         -  DM5710
 DM5710  STATE/COUNTY-  FL/BROWARD
 DM5710  COUNTRY     -  US
 DM5710  USGS QUAD   -  COOPER CITY NE (2018)
 DM5710
 DM5710                         *CURRENT SURVEY CONTROL
 DM5710  ______________________________________________________________________
 DM5710* NAD 83(1986) POSITION- 26 07 34.6    (N) 080 21 36.8    (W)   HD_HELD2
 DM5710* NAVD 88 ORTHO HEIGHT -     3.311 (meters)       10.86  (feet) ADJUSTED
 DM5710  ______________________________________________________________________
 DM5710  GEOID HEIGHT    -        -25.095 (meters)                     GEOID18
 DM5710  DYNAMIC HEIGHT  -          3.306 (meters)       10.85  (feet) COMP
 DM5710  MODELED GRAVITY -    979,059.9   (mgal)                       NAVD 88
 DM5710
 DM5710  VERT ORDER      -  FIRST     CLASS II
 DM5710
 DM5710.The horizontal coordinates were established by autonomous hand held GPS
 DM5710.observations and have an estimated accuracy of +/- 10 meters.
 DM5710
 DM5710.The orthometric height was determined by differential leveling and
 DM5710.adjusted by the NATIONAL GEODETIC SURVEY
 DM5710.in March 2011.
 DM5710
 DM5710.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5710.GEOID18 height accuracy estimate available here.
 DM5710
 DM5710.Click photographs - Photos may exist for this station.
 DM5710
 DM5710.The dynamic height is computed by dividing the NAVD 88
 DM5710.geopotential number by the normal gravity value computed on the
 DM5710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5710.degrees latitude (g = 980.6199 gals.).
 DM5710
 DM5710.The modeled gravity was interpolated from observed gravity values.
 DM5710
 DM5710;                    North         East    Units  Estimated Accuracy
 DM5710;SPC FL E     -   198,762.      263,982.      MT  (+/- 10 meters HH2 GPS)
 DM5710
 DM5710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6395989825(NAD 83)
 DM5710
 DM5710                          SUPERSEDED SURVEY CONTROL
 DM5710
 DM5710.No superseded survey control is available for this station.
 DM5710
 DM5710_MARKER: DD = SURVEY DISK
 DM5710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5710_STAMPING: 84-86-06-C1
 DM5710_MARK LOGO: FLDT
 DM5710_PROJECTION: FLUSH
 DM5710_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5710+STABILITY: SURFACE MOTION
 DM5710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5710+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2007
 DM5710
 DM5710  HISTORY     - Date     Condition        Report By
 DM5710  HISTORY     - 1986     MONUMENTED       FLDT
 DM5710  HISTORY     - 20070718 GOOD             FLDEP
 DM5710
 DM5710                          STATION DESCRIPTION
 DM5710
 DM5710'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DM5710'THE MARK IS ABOUT 12.0 MI (19.3 KM) WEST OF FORT LAUDERDALE, 6.5 MI
 DM5710'(10.5 KM) SOUTHWEST OF LAUDERHILL, 4.7 MI (7.6 KM) WEST OF ANDY TOWN,
 DM5710'IN SECTION 4, TOWNSHIP 50 SOUTH, RANGE 40 EAST.
 DM5710'
 DM5710'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 75 AND U.S.
 DM5710'HIGHWAY 27 UNDERPASS (I-75 EXIT 23) NEAR ANDY TOWN, GO EAST ON
 DM5710'INTERSTATE 75 FOR 5.0 MI (8.0 KM) TO THE UNDERPASS OF WATSON ROAD, GO
 DM5710'NORTHERLY ON WATSON ROAD FOR ABOUT 0.04 MI (0.1 KM) TO THE MARK ON THE
 DM5710'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DM5710'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE HIGHWAY 84
 DM5710'WESTBOUND LANES.
 DM5710'
 DM5710'LOCATED ABOUT 200.0 FT (61.0 M) NORTH OF INTERSTATE HIGHWAY 595
 DM5710'OVERPASS, 42.7 FT (13.0 M) WEST OF THE CENTERLINE OF WATSON ROAD, 37.7
 DM5710'FT (11.5 M) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 84 WEST, 27.7 FT
 DM5710'(8.4 M) SOUTHWEST OF THE SOUTH END OF A WOODEN GUARD RAIL AND 1.0 FT
 DM5710'(0.3 M) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7373 ***********************************************************************
 AG7373  DESIGNATION -  84 ERS RESET
 AG7373  PID         -  AG7373
 AG7373  STATE/COUNTY-  FL/CHARLOTTE
 AG7373  COUNTRY     -  US
 AG7373  USGS QUAD   -  PUNTA GORDA (2018)
 AG7373
 AG7373                         *CURRENT SURVEY CONTROL
 AG7373  ______________________________________________________________________
 AG7373* NAD 83(1986) POSITION- 26 58 50.     (N) 082 01 21.     (W)   SCALED
 AG7373* NAVD 88 ORTHO HEIGHT -     2.19  (+/-2cm)        7.2   (feet) VERTCON3
 AG7373  ______________________________________________________________________
 AG7373  GEOID HEIGHT    -        -24.098 (meters)                     GEOID18
 AG7373  VERT ORDER      -  THIRD (See Below)
 AG7373
 AG7373.The horizontal coordinates were scaled from a map and have
 AG7373.an estimated accuracy of +/- 6 seconds.
 AG7373
 AG7373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AG7373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AG7373
 AG7373.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7373.GEOID18 height accuracy estimate available here.
 AG7373
 AG7373.The vertical order pertains to the NGVD 29 superseded value.
 AG7373
 AG7373.Click photographs - Photos may exist for this station.
 AG7373
 AG7373;                    North         East    Units  Estimated Accuracy
 AG7373;SPC FL W     -   293,250.      197,770.      MT  (+/- 180 meters Scaled)
 AG7373
 AG7373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK985846(NAD 83)
 AG7373
 AG7373                          SUPERSEDED SURVEY CONTROL
 AG7373
 AG7373  NGVD 29 (01/31/13)    2.53   (m)            8.3    (f) RESET       3  
 AG7373
 AG7373.Superseded values are not recommended for survey control.
 AG7373
 AG7373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7373.See file dsdata.pdf to determine how the superseded data were derived.
 AG7373
 AG7373_MARKER: DB = BENCH MARK DISK
 AG7373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7373_STAMPING: 84 ERS RESET 1978
 AG7373_PROJECTION: FLUSH
 AG7373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7373+STABILITY: SURFACE MOTION
 AG7373
 AG7373  HISTORY     - Date     Condition        Report By
 AG7373  HISTORY     - 1978     MONUMENTED       NGS
 AG7373  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7373  HISTORY     - 20051228 MARK NOT FOUND   FLDEP
 AG7373
 AG7373                          STATION DESCRIPTION
 AG7373
 AG7373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AG7373'6.3 MI NE FROM PUNTA GORDA.
 AG7373'2.65 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE JUNCTION
 AG7373'OF U.S. HIGHWAY 17 AT PUNTA GORDA, THENCE 3.65 MILES EAST
 AG7373'ALONG STATE HIGHWAY 776, 200.0 FEET SOUTH-SOUTHEAST OF THE
 AG7373'CENTERLINE OF STATE HIGHWAY 776, 247.0 FEET EAST OF THE APPROX.
 AG7373'CENTER OF INTERSTATE 75, AND 2.0 FEET SOUTHWEST OF A METAL
 AG7373'WITNESS POST.
 AG7373'THE MARK IS 2.5 FT  N FROM A WITNESS POST.
 AG7373
 AG7373                          STATION RECOVERY (1990)
 AG7373
 AG7373'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7373'MARK NOT FOUND.
 AG7373
 AG7373                          STATION RECOVERY (2005)
 AG7373
 AG7373'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG7373'THE MARK WAS SEARCHED FOR BUT NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2602 ***********************************************************************
 AQ2602  DESIGNATION -  84 JAS
 AQ2602  PID         -  AQ2602
 AQ2602  STATE/COUNTY-  FL/MARION
 AQ2602  COUNTRY     -  US
 AQ2602  USGS QUAD   -  JUNIPER SPRINGS (2018)
 AQ2602
 AQ2602                         *CURRENT SURVEY CONTROL
 AQ2602  ______________________________________________________________________
 AQ2602* NAD 83(1986) POSITION- 29 11 42.     (N) 081 39 23.     (W)   SCALED
 AQ2602* NAVD 88 ORTHO HEIGHT -     7.244 (meters)       23.77  (feet) ADJUSTED
 AQ2602  ______________________________________________________________________
 AQ2602  GEOID HEIGHT    -        -28.310 (meters)                     GEOID18
 AQ2602  DYNAMIC HEIGHT  -          7.234 (meters)       23.73  (feet) COMP
 AQ2602  MODELED GRAVITY -    979,242.2   (mgal)                       NAVD 88
 AQ2602
 AQ2602  VERT ORDER      -  FIRST     CLASS II
 AQ2602
 AQ2602.The horizontal coordinates were scaled from a map and have
 AQ2602.an estimated accuracy of +/- 6 seconds.
 AQ2602
 AQ2602.The orthometric height was determined by differential leveling and
 AQ2602.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2602.in September 1997.
 AQ2602
 AQ2602.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2602.GEOID18 height accuracy estimate available here.
 AQ2602
 AQ2602.Click photographs - Photos may exist for this station.
 AQ2602
 AQ2602.The dynamic height is computed by dividing the NAVD 88
 AQ2602.geopotential number by the normal gravity value computed on the
 AQ2602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2602.degrees latitude (g = 980.6199 gals.).
 AQ2602
 AQ2602.The modeled gravity was interpolated from observed gravity values.
 AQ2602
 AQ2602;                    North         East    Units  Estimated Accuracy
 AQ2602;SPC FL W     -   538,690.      233,420.      MT  (+/- 180 meters Scaled)
 AQ2602
 AQ2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN361297(NAD 83)
 AQ2602
 AQ2602                          SUPERSEDED SURVEY CONTROL
 AQ2602
 AQ2602  NAVD 88 (??/??/92)    7.244  (m)           23.77   (f) SUPERSEDED  3 0
 AQ2602
 AQ2602.Superseded values are not recommended for survey control.
 AQ2602
 AQ2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2602.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2602
 AQ2602_MARKER: DD = SURVEY DISK
 AQ2602_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ2602_SP_SET: CULVERT HEADWALL
 AQ2602_STAMPING: 84 JAS 1966 25
 AQ2602_MARK LOGO: USGS
 AQ2602_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2602+STABILITY: SURFACE MOTION
 AQ2602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2602+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 AQ2602
 AQ2602  HISTORY     - Date     Condition        Report By
 AQ2602  HISTORY     - 1966     MONUMENTED       USGS
 AQ2602  HISTORY     - 1985     GOOD             FLDNR
 AQ2602  HISTORY     - 19960814 GOOD             FLDEP
 AQ2602  HISTORY     - 19970301 GOOD             USPSQD
 AQ2602  HISTORY     - 20040627 GOOD             FLDEP
 AQ2602
 AQ2602                          STATION DESCRIPTION
 AQ2602
 AQ2602'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2602'9.8 MI WNW FROM ASTOR.
 AQ2602'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND STATE ROAD 19 (7.9
 AQ2602'MILES WEST OF ASTOR), GO 1.9 MILES NORTH ON STATE ROAD 19 TO THE
 AQ2602'MARK.  THE MARK IS SET IN THE TOP OF THE NORTH END OF THE CONCRETE
 AQ2602'CULVERT HEADWALL ON THE EAST SIDE OF THE HIGHWAY, AND BEARS 1 FOOT
 AQ2602'SOUTH OF A WITNESS POST.
 AQ2602'THE MARK IS 1 FT BELOW HIGHWAY.
 AQ2602
 AQ2602                          STATION RECOVERY (1996)
 AQ2602
 AQ2602'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AQ2602'THE MARK IS ABOUT 12.3 MI (19.8 KM) SOUTHEAST OF SALT SPRINGS, 8.0 MI
 AQ2602'(12.9 KM) WEST-NORTHWEST OF ASTOR IN SECTION 37, TOWNSHIP 15 SOUTH,
 AQ2602'RANGE 26 EAST. TO REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO
 AQ2602'WEST ON STATE ROAD 40 FOR 7.05 MI (11.35 KM) TO THE INTERSECTION OF
 AQ2602'STATE ROAD 19, TURN RIGHT ON STATE ROAD 19 AND GO NORTH FOR 2.05 MI
 AQ2602'(3.30 KM) TO THE MARK ON THE RIGHT, IN TOP OF THE NORTHEAST END OF THE
 AQ2602'CONCRETE CULVERT HEADWALL ABOUT 0.5 FT (15.2 CM) BELOW THE LEVEL OF
 AQ2602'STATE ROAD 19, 20.8 FT (6.3 M) EAST OF THE APPROXIMATE CENTERLINE OF
 AQ2602'STATE ROAD 19, 11.9 FT (3.6 M) NORTH OF THE SOUTH END OF THE CULVERT
 AQ2602'HEADWALL AND 1.0 FT (0.3 M) NORTHWEST OF A METAL WITNESS POST.
 AQ2602
 AQ2602                          STATION RECOVERY (1997)
 AQ2602
 AQ2602'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ2602'RECOVERED IN GOOD CONDITION.
 AQ2602
 AQ2602                          STATION RECOVERY (2004)
 AQ2602
 AQ2602'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ2602'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1671 ***********************************************************************
 AR1671  DESIGNATION -  84 LD
 AR1671  PID         -  AR1671
 AR1671  STATE/COUNTY-  FL/LEVY
 AR1671  COUNTRY     -  US
 AR1671  USGS QUAD   -  MANATEE SPRINGS (2018)
 AR1671
 AR1671                         *CURRENT SURVEY CONTROL
 AR1671  ______________________________________________________________________
 AR1671* NAD 83(1986) POSITION- 29 25 49.     (N) 082 58 59.     (W)   SCALED
 AR1671* NAVD 88 ORTHO HEIGHT -     5.021 (meters)       16.47  (feet) ADJUSTED
 AR1671  ______________________________________________________________________
 AR1671  GEOID HEIGHT    -        -27.600 (meters)                     GEOID18
 AR1671  DYNAMIC HEIGHT  -          5.014 (meters)       16.45  (feet) COMP
 AR1671  MODELED GRAVITY -    979,274.7   (mgal)                       NAVD 88
 AR1671
 AR1671  VERT ORDER      -  SECOND    CLASS I
 AR1671
 AR1671.The horizontal coordinates were scaled from a map and have
 AR1671.an estimated accuracy of +/- 6 seconds.
 AR1671
 AR1671.The orthometric height was determined by differential leveling and
 AR1671.adjusted by the NATIONAL GEODETIC SURVEY
 AR1671.in June 1991.
 AR1671
 AR1671.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1671.GEOID18 height accuracy estimate available here.
 AR1671
 AR1671.Click photographs - Photos may exist for this station.
 AR1671
 AR1671.The dynamic height is computed by dividing the NAVD 88
 AR1671.geopotential number by the normal gravity value computed on the
 AR1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1671.degrees latitude (g = 980.6199 gals.).
 AR1671
 AR1671.The modeled gravity was interpolated from observed gravity values.
 AR1671
 AR1671;                    North         East    Units  Estimated Accuracy
 AR1671;SPC FL W     -   565,120.      104,620.      MT  (+/- 180 meters Scaled)
 AR1671
 AR1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN076572(NAD 83)
 AR1671
 AR1671                          SUPERSEDED SURVEY CONTROL
 AR1671
 AR1671.No superseded survey control is available for this station.
 AR1671
 AR1671_MARKER: DB = BENCH MARK DISK
 AR1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1671_STAMPING: 84 LD 1984
 AR1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1671+STABILITY: SURFACE MOTION
 AR1671
 AR1671  HISTORY     - Date     Condition        Report By
 AR1671  HISTORY     - 1984     MONUMENTED       LOCENG
 AR1671  HISTORY     - 1985     GOOD             FLDNR
 AR1671  HISTORY     - 19950419 GOOD             USPSQD
 AR1671
 AR1671                          STATION DESCRIPTION
 AR1671
 AR1671'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1671'11.7 MI SW FROM CHIEFLAND.
 AR1671'BEGIN AT THE INTERSECTION OF STATE ROAD 345 AND U.S. HIGHWAY 19/98,
 AR1671'GO 5.8 MILES SOUTHWEST ON STATE ROAD 345 TO THE INTERSECTION OF
 AR1671'COUNTY ROAD C-347, GO 5.9 MILES WESTERLY ON C-347 TO THE MARK.  THE
 AR1671'MARK BEARS 39 FEET SOUTH OF THE CENTERLINE OF C-347, 14.5 FEET EAST
 AR1671'OF A TELEPHONE POLE METER BOX, 50 FEET SOUTHEAST OF THE Y-JUNCTION OF
 AR1671'CAMP AZALEA ROAD, 1 FOOT NORTH OF A WITNESS POST, AND IS A SUWANNEE
 AR1671'RIVER WATER MANAGEMENT DISTRICT DISK SET IN THE TOP OF A CONCRETE
 AR1671'POST FLUSH WITH THE GROUND.
 AR1671
 AR1671                          STATION RECOVERY (1995)
 AR1671
 AR1671'RECOVERY NOTE BY US POWER SQUADRON 1995
 AR1671'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AR1673 ***********************************************************************
 AR1673  DESIGNATION -  84 LE
 AR1673  PID         -  AR1673
 AR1673  STATE/COUNTY-  FL/LEVY
 AR1673  COUNTRY     -  US
 AR1673  USGS QUAD   -  VISTA (2018)
 AR1673
 AR1673                         *CURRENT SURVEY CONTROL
 AR1673  ______________________________________________________________________
 AR1673* NAD 83(1986) POSITION- 29 24 23.58   (N) 083 00 32.80   (W)   HD_HELD1
 AR1673* NAVD 88 ORTHO HEIGHT -     2.918 (meters)        9.57  (feet) ADJUSTED
 AR1673  ______________________________________________________________________
 AR1673  GEOID HEIGHT    -        -27.595 (meters)                     GEOID18
 AR1673  DYNAMIC HEIGHT  -          2.914 (meters)        9.56  (feet) COMP
 AR1673  MODELED GRAVITY -    979,270.7   (mgal)                       NAVD 88
 AR1673
 AR1673  VERT ORDER      -  SECOND    CLASS I
 AR1673
 AR1673.The horizontal coordinates were determined by differentially corrected
 AR1673.hand held GPS observations or other comparable positioning techniques
 AR1673.and have an estimated accuracy of +/- 3 meters.
 AR1673
 AR1673.The orthometric height was determined by differential leveling and
 AR1673.adjusted by the NATIONAL GEODETIC SURVEY
 AR1673.in June 1991.
 AR1673
 AR1673.Significant digits in the geoid height do not necessarily reflect accuracy.
 AR1673.GEOID18 height accuracy estimate available here.
 AR1673
 AR1673.Click photographs - Photos may exist for this station.
 AR1673
 AR1673.The dynamic height is computed by dividing the NAVD 88
 AR1673.geopotential number by the normal gravity value computed on the
 AR1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AR1673.degrees latitude (g = 980.6199 gals.).
 AR1673
 AR1673.The modeled gravity was interpolated from observed gravity values.
 AR1673
 AR1673;                    North         East    Units  Estimated Accuracy
 AR1673;SPC FL W     -   562,512.5     102,063.7     MT  (+/- 3 meters HH1 GPS) 
 AR1673
 AR1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN0506254707(NAD 83)
 AR1673
 AR1673                          SUPERSEDED SURVEY CONTROL
 AR1673
 AR1673.No superseded survey control is available for this station.
 AR1673
 AR1673_MARKER: DD = SURVEY DISK
 AR1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AR1673_STAMPING: 84 LE 1984
 AR1673_MARK LOGO: SFLWMD
 AR1673_PROJECTION: FLUSH
 AR1673_MAGNETIC: N = NO MAGNETIC MATERIAL
 AR1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AR1673+STABILITY: SURFACE MOTION
 AR1673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AR1673+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 AR1673
 AR1673  HISTORY     - Date     Condition        Report By
 AR1673  HISTORY     - 1984     MONUMENTED       LOCENG
 AR1673  HISTORY     - 1985     GOOD             FLDNR
 AR1673  HISTORY     - 19950419 GOOD             USPSQD
 AR1673  HISTORY     - 20000508 GOOD             FLDEP
 AR1673  HISTORY     - 20090303 GOOD             FLDEP
 AR1673
 AR1673                          STATION DESCRIPTION
 AR1673
 AR1673'DESCRIBED BY FL DEPT OF NAT RES 1985
 AR1673'14.1 MI SW FROM CHIEFLAND.
 AR1673'BEGIN AT THE INTERSECTION OF STATE ROAD 345 AND U.S. HIGHWAY 19/98,
 AR1673'GO 5.8 MILES SOUTHWEST ON STATE ROAD 345 TO THE INTERSECTION OF
 AR1673'COUNTY ROAD C-347, GO 8.3 MILES WESTERLY ON C-347 TO THE MARK.  THE
 AR1673'MARK BEARS 46 FEET NORTHWEST OF THE CENTERLINE OF C-347, 8.1 FEET
 AR1673'SOUTHWEST OF POWER POLE B51-9, 9.5 FEET NORTH OF THE CENTERLINE OF A
 AR1673'FIRE BREAK, 1 FOOT NORTH OF A WITNESS POST, AND IS A SUWANNEE RIVER
 AR1673'WATER MANAGEMENT DISTRICT DISK SET IN THE TOP OF A CONCRETE POST
 AR1673'FLUSH WITH THE GROUND.
 AR1673
 AR1673                          STATION RECOVERY (1995)
 AR1673
 AR1673'RECOVERY NOTE BY US POWER SQUADRON 1995
 AR1673'RECOVERED IN GOOD CONDITION.
 AR1673
 AR1673                          STATION RECOVERY (2000)
 AR1673
 AR1673'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AR1673'THE MARK IS ABOUT 14.0 MI (22.5 KM) SOUTHWEST OF CHIEFLAND ON COUNTY
 AR1673'ROAD 347 IN SECTION 28, TOWNSHIP 12 SOUTH, RANGE 13 EAST. TO REACH THE
 AR1673'MARK FROM THE INTERSECTION OF STATE ROAD 345 AND U.S. HIGHWAY 19, 98
 AR1673'IN CHIEFLAND, GO SOUTHEAST ON STATE ROAD 345 FOR 5.8 MI (9.3 KM) TO
 AR1673'THE INTERSECTION OF COUNTY ROAD C-347, TURN RIGHT ON COUNTY ROAD C-347
 AR1673'AND GO WESTERLY FOR 5.3 MI (8.5 KM) TO THE JUNCTION OF COUNTY ROAD
 AR1673'C-330, TURN LEFT ON COUNTY ROAD C-347 AND CONTINUE WESTERLY FOR 2.95
 AR1673'MI (4.75 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 AR1673'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD
 AR1673'C-347. LOCATED 146.0 FT (44.5 M) NORTH-NORTHWEST OF AND ACROSS COUNTY
 AR1673'ROAD C-347 FROM A METAL GATE (WITH THE LETTERS T C ATTACHED), 73.7 FT
 AR1673'(22.5 M) NORTHEAST OF AND ACROSS COUNTY ROAD C-347 FROM THE NORTHEAST
 AR1673'END OF A METAL CULVERT UNDER THE DRIVEWAY, 45.8 FT (14.0 M) NORTHWEST
 AR1673'OF THE CENTERLINE OF COUNTY ROAD C-347 AND 1.3 FT (0.4 M) SOUTHEAST OF
 AR1673'A CARSONITE WITNESS POST.
 AR1673
 AR1673                          STATION RECOVERY (2009)
 AR1673
 AR1673'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (PBM)
 AR1673'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF4476 ***********************************************************************
 DF4476  DESIGNATION -  84 LM
 DF4476  PID         -  DF4476
 DF4476  STATE/COUNTY-  FL/LEVY
 DF4476  COUNTRY     -  US
 DF4476  USGS QUAD   -  EAST PASS (2018)
 DF4476
 DF4476                         *CURRENT SURVEY CONTROL
 DF4476  ______________________________________________________________________
 DF4476* NAD 83(1986) POSITION- 29 18 18.     (N) 083 01 58.     (W)   SCALED
 DF4476* NAVD 88 ORTHO HEIGHT -     1.609 (meters)        5.28  (feet) ADJUSTED
 DF4476  ______________________________________________________________________
 DF4476  GEOID HEIGHT    -        -27.537 (meters)                     GEOID18
 DF4476  DYNAMIC HEIGHT  -          1.607 (meters)        5.27  (feet) COMP
 DF4476  MODELED GRAVITY -    979,260.0   (mgal)                       NAVD 88
 DF4476
 DF4476  VERT ORDER      -  SECOND    CLASS I
 DF4476
 DF4476.The horizontal coordinates were scaled from a map and have
 DF4476.an estimated accuracy of +/- 6 seconds.
 DF4476
 DF4476.The orthometric height was determined by differential leveling and
 DF4476.adjusted by the NATIONAL GEODETIC SURVEY
 DF4476.in May 2004.
 DF4476
 DF4476.No vertical observational check was made to the station.
 DF4476
 DF4476.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF4476.GEOID18 height accuracy estimate available here.
 DF4476
 DF4476.Click photographs - Photos may exist for this station.
 DF4476
 DF4476.The dynamic height is computed by dividing the NAVD 88
 DF4476.geopotential number by the normal gravity value computed on the
 DF4476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF4476.degrees latitude (g = 980.6199 gals.).
 DF4476
 DF4476.The modeled gravity was interpolated from observed gravity values.
 DF4476
 DF4476;                    North         East    Units  Estimated Accuracy
 DF4476;SPC FL W     -   551,280.       99,670.      MT  (+/- 180 meters Scaled)
 DF4476
 DF4476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLN025434(NAD 83)
 DF4476
 DF4476                          SUPERSEDED SURVEY CONTROL
 DF4476
 DF4476.No superseded survey control is available for this station.
 DF4476
 DF4476_MARKER: DD = SURVEY DISK
 DF4476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF4476_STAMPING: 84 LM 1984
 DF4476_MARK LOGO: SFLWMD
 DF4476_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF4476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF4476+STABILITY: SURFACE MOTION
 DF4476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF4476+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2000
 DF4476
 DF4476  HISTORY     - Date     Condition        Report By
 DF4476  HISTORY     - 1984     MONUMENTED       SFLWMD
 DF4476  HISTORY     - 20000514 GOOD             FLDEP
 DF4476
 DF4476                          STATION DESCRIPTION
 DF4476
 DF4476'DESCRIBED BY FL DEPT OF ENV PRO 2000 (JLM)
 DF4476'THE MARK IS ABOUT 12.3 MI (19.8 KM) NORTH OF CEDAR KEY, 22.0 MI (35.4
 DF4476'KM) SOUTHWEST OF CHIEFLAND ON COUNTY ROAD 347 IN SECTION 32, TOWNSHIP
 DF4476'13 SOUTH, RANGE 13 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 DF4476'STATE ROAD 345 (SW 4TH AVE) AND U.S. HIGHWAY 19, 98 (MAIN STREET) IN
 DF4476'CHIEFLAND, GO SOUTHEAST ON STATE ROAD 345 FOR 5.8 MI (9.3 KM) TO THE
 DF4476'INTERSECTION OF COUNTY ROAD C-347 (NW 60 ST), TURN RIGHT ON COUNTY
 DF4476'ROAD C-347 AND GO WESTERLY FOR 5.3 MI (8.5 KM) TO THE JUNCTION OF
 DF4476'COUNTY ROAD C-330, TURN LEFT ON COUNTY ROAD C-347 AND CONTINUE
 DF4476'WESTERLY FOR 10.95 MI (17.62 KM) TO THE MARK ON THE RIGHT, SET IN THE
 DF4476'TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE
 DF4476'LEVEL OF THE GROUND AND BELOW THE LEVEL OF COUNTY ROAD C-347. LOCATED
 DF4476'58.4 FT (17.8 M) WEST OF THE CENTERLINE OF COUNTY ROAD C-347, 25.0 FT
 DF4476'(7.6 M) SOUTHEAST OF A STEEL PIPE GATE (GATE NUMBER 7), 11.5 FT (3.5
 DF4476'M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD
 DF4476'LEADING WEST, 4.2 FT (1.3 M) NORTH OF A CARSONITE WITNESS POST AND 2.7
 DF4476'FT (0.8 M) SOUTHEAST OF A NATIONAL WILDLIFE SIGN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ5248 ***********************************************************************
 DJ5248  DESIGNATION -  85
 DJ5248  PID         -  DJ5248
 DJ5248  STATE/COUNTY-  FL/CHARLOTTE
 DJ5248  COUNTRY     -  US
 DJ5248  USGS QUAD   -  BERMONT (2018)
 DJ5248
 DJ5248                         *CURRENT SURVEY CONTROL
 DJ5248  ______________________________________________________________________
 DJ5248* NAD 83(1986) POSITION- 26 54 53.     (N) 081 45 37.     (W)   SCALED
 DJ5248* NAVD 88 ORTHO HEIGHT -    11.471 (meters)       37.63  (feet) ADJUSTED
 DJ5248  ______________________________________________________________________
 DJ5248  GEOID HEIGHT    -        -24.390 (meters)                     GEOID18
 DJ5248  DYNAMIC HEIGHT  -         11.454 (meters)       37.58  (feet) COMP
 DJ5248  MODELED GRAVITY -    979,101.9   (mgal)                       NAVD 88
 DJ5248
 DJ5248  VERT ORDER      -  FIRST     CLASS II
 DJ5248
 DJ5248.The horizontal coordinates were scaled from a map and have
 DJ5248.an estimated accuracy of +/- 6 seconds.
 DJ5248
 DJ5248.The orthometric height was determined by differential leveling and
 DJ5248.adjusted by the NATIONAL GEODETIC SURVEY
 DJ5248.in May 2008.
 DJ5248
 DJ5248.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ5248.GEOID18 height accuracy estimate available here.
 DJ5248
 DJ5248.Click photographs - Photos may exist for this station.
 DJ5248
 DJ5248.The dynamic height is computed by dividing the NAVD 88
 DJ5248.geopotential number by the normal gravity value computed on the
 DJ5248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ5248.degrees latitude (g = 980.6199 gals.).
 DJ5248
 DJ5248.The modeled gravity was interpolated from observed gravity values.
 DJ5248
 DJ5248;                    North         East    Units  Estimated Accuracy
 DJ5248;SPC FL W     -   285,980.      223,810.      MT  (+/- 180 meters Scaled)
 DJ5248
 DJ5248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK245772(NAD 83)
 DJ5248
 DJ5248                          SUPERSEDED SURVEY CONTROL
 DJ5248
 DJ5248.No superseded survey control is available for this station.
 DJ5248
 DJ5248_MARKER: DD = SURVEY DISK
 DJ5248_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DJ5248_STAMPING: BM 85
 DJ5248_MARK LOGO: FLDT
 DJ5248_PROJECTION: RECESSED 10 CENTIMETERS
 DJ5248_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ5248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ5248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ5248+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2003
 DJ5248
 DJ5248  HISTORY     - Date     Condition        Report By
 DJ5248  HISTORY     - 20030319 MONUMENTED       FLDT
 DJ5248  HISTORY     - 20030321 GOOD             FLDEP
 DJ5248
 DJ5248                          STATION DESCRIPTION
 DJ5248
 DJ5248'DESCRIBED BY FL DEPT OF ENV PRO 2003 (BPJ)
 DJ5248'THE MARK IS ABOUT 14.65 MI NORTH OF FORT MYERS SHORES, IN SECTION 18,
 DJ5248'TOWNSHIP 41 SOUTH,  RANGE 26 EAST.
 DJ5248'
 DJ5248'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 31 AND COUNTY
 DJ5248'ROAD 74 IN  BERMONT, GO SOUTH ON STATE ROAD 31 FOR 2.1 MI TO THE
 DJ5248'JUNCTION OF A GATED SHELL ROAD ON  THE LEFT AND THE MARK ON THE LEFT,
 DJ5248'SET IN THE TOP OF A 4-INCH SQUARE PREFABRICATED  CONCRETE POST
 DJ5248'RECESSED 0.4 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT BELOW
 DJ5248'THE LEVEL OF STATE ROAD 31.
 DJ5248'
 DJ5248'LOCATED 57.0 FT EAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 31,
 DJ5248'41.3 FT WEST OF THE  APPROXIMATE CENTER OF A METAL GATE, 25.0 FT EAST
 DJ5248'OF THE APPROXIMATE CENTER OF A  CONCRETE CULVERT, 15.0 FT SOUTH OF THE
 DJ5248'APPROXIMATE CENTERLINE OF A SHELL ROAD, 7.0 FT  NORTHWEST OF A GAS
 DJ5248'PIPELINE CAUTION POST NUMBER CH 151, 3.8 FT NORTHEAST OF A BARB WIRE
 DJ5248'FENCE CORNER POST, 3.0 FT NORTH OF A BARB WIRE FENCE, 2.7 FT NORTH OF
 DJ5248'A CARSONITE WITNESS  POST AND 2.6 FT NORTH OF A FLORIDA DEPARTMENT OF
 DJ5248'TRANSPORTATION METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2603 ***********************************************************************
 AQ2603  DESIGNATION -  85 JAS
 AQ2603  PID         -  AQ2603
 AQ2603  STATE/COUNTY-  FL/MARION
 AQ2603  COUNTRY     -  US
 AQ2603  USGS QUAD   -  JUNIPER SPRINGS (2018)
 AQ2603
 AQ2603                         *CURRENT SURVEY CONTROL
 AQ2603  ______________________________________________________________________
 AQ2603* NAD 83(1986) POSITION- 29 12 08.     (N) 081 39 30.     (W)   SCALED
 AQ2603* NAVD 88 ORTHO HEIGHT -     7.364 (meters)       24.16  (feet) ADJUSTED
 AQ2603  ______________________________________________________________________
 AQ2603  GEOID HEIGHT    -        -28.312 (meters)                     GEOID18
 AQ2603  DYNAMIC HEIGHT  -          7.353 (meters)       24.12  (feet) COMP
 AQ2603  MODELED GRAVITY -    979,243.5   (mgal)                       NAVD 88
 AQ2603
 AQ2603  VERT ORDER      -  FIRST     CLASS II
 AQ2603
 AQ2603.The horizontal coordinates were scaled from a map and have
 AQ2603.an estimated accuracy of +/- 6 seconds.
 AQ2603
 AQ2603.The orthometric height was determined by differential leveling and
 AQ2603.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2603.in September 1997.
 AQ2603
 AQ2603.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2603.GEOID18 height accuracy estimate available here.
 AQ2603
 AQ2603.Click photographs - Photos may exist for this station.
 AQ2603
 AQ2603.The dynamic height is computed by dividing the NAVD 88
 AQ2603.geopotential number by the normal gravity value computed on the
 AQ2603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2603.degrees latitude (g = 980.6199 gals.).
 AQ2603
 AQ2603.The modeled gravity was interpolated from observed gravity values.
 AQ2603
 AQ2603;                    North         East    Units  Estimated Accuracy
 AQ2603;SPC FL W     -   539,490.      233,230.      MT  (+/- 180 meters Scaled)
 AQ2603
 AQ2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN360305(NAD 83)
 AQ2603
 AQ2603                          SUPERSEDED SURVEY CONTROL
 AQ2603
 AQ2603  NAVD 88 (??/??/92)    7.364  (m)           24.16   (f) SUPERSEDED  3 0
 AQ2603
 AQ2603.Superseded values are not recommended for survey control.
 AQ2603
 AQ2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2603.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2603
 AQ2603_MARKER: DD = SURVEY DISK
 AQ2603_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ2603_SP_SET: CULVERT HEADWALL
 AQ2603_STAMPING: 85 JAS 1966 25
 AQ2603_MARK LOGO: USGS
 AQ2603_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2603+STABILITY: SURFACE MOTION
 AQ2603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2603+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2004
 AQ2603
 AQ2603  HISTORY     - Date     Condition        Report By
 AQ2603  HISTORY     - 1966     MONUMENTED       USGS
 AQ2603  HISTORY     - 1985     GOOD             FLDNR
 AQ2603  HISTORY     - 19960814 GOOD             FLDEP
 AQ2603  HISTORY     - 19970301 GOOD             USPSQD
 AQ2603  HISTORY     - 20040627 GOOD             FLDEP
 AQ2603
 AQ2603                          STATION DESCRIPTION
 AQ2603
 AQ2603'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2603'10.3 MI WNW FROM ASTOR.
 AQ2603'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND STATE ROAD 19 (7.9
 AQ2603'MILES WEST OF ASTOR), GO 2.4 MILES NORTH ON STATE ROAD 19 TO THE
 AQ2603'MARK.  THE MARK IS SET IN THE TOP OF THE NORTH END OF A CONCRETE
 AQ2603'CULVERT HEADWALL ON THE EAST SIDE OF THE HIGHWAY, AND BEARS 1 FOOT
 AQ2603'SOUTH OF A WITNESS POST.
 AQ2603'THE MARK IS 2 FT BELOW HIGHWAY.
 AQ2603
 AQ2603                          STATION RECOVERY (1996)
 AQ2603
 AQ2603'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AQ2603'THE MARK IS ABOUT 11.8 MI (19.0 KM) SOUTHEAST OF SALT SPRINGS, 8.4 MI
 AQ2603'(13.5 KM) NORTHWEST OF ASTOR IN SECTION 37, TOWNSHIP 15 SOUTH, RANGE
 AQ2603'26 EAST. TO REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO WEST ON
 AQ2603'STATE ROAD 40 FOR 7.05 MI (11.35 KM) TO THE INTERSECTION OF STATE ROAD
 AQ2603'19, TURN RIGHT ON STATE ROAD 19 AND GO NORTH FOR 2.55 MI (4.10 KM) TO
 AQ2603'THE MARK ON THE RIGHT, IN TOP OF THE NORTHEAST END OF THE CONCRETE
 AQ2603'CULVERT HEADWALL ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD
 AQ2603'19,  35.4 FT (10.8 M) EAST OF THE APPROXIMATE CENTERLINE OF STATE ROAD
 AQ2603'19, 12.2 FT (3.7 M) NORTH OF THE SOUTH END OF THE CULVERT HEADWALL AND
 AQ2603'0.6 FT (18.3 CM) SOUTHWEST OF A METAL WITNESS POST.
 AQ2603
 AQ2603                          STATION RECOVERY (1997)
 AQ2603
 AQ2603'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ2603'RECOVERED IN GOOD CONDITION.
 AQ2603
 AQ2603                          STATION RECOVERY (2004)
 AQ2603
 AQ2603'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ2603'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3077 ***********************************************************************
 DQ3077  DESIGNATION -  852212 A
 DQ3077  PID         -  DQ3077
 DQ3077  STATE/COUNTY-  FL/POLK
 DQ3077  COUNTRY     -  US
 DQ3077  USGS QUAD   -  POLK CITY (2018)
 DQ3077
 DQ3077                         *CURRENT SURVEY CONTROL
 DQ3077  ______________________________________________________________________
 DQ3077* NAD 83(1986) POSITION- 28 09 00.79   (N) 081 48 35.31   (W)   HD_HELD1
 DQ3077* NAVD 88 ORTHO HEIGHT -    54.995 (meters)      180.43  (feet) ADJUSTED
 DQ3077  ______________________________________________________________________
 DQ3077  GEOID HEIGHT    -        -26.867 (meters)                     GEOID18
 DQ3077  DYNAMIC HEIGHT  -         54.912 (meters)      180.16  (feet) COMP
 DQ3077  MODELED GRAVITY -    979,152.4   (mgal)                       NAVD 88
 DQ3077
 DQ3077  VERT ORDER      -  FIRST     CLASS II
 DQ3077
 DQ3077.The horizontal coordinates were determined by differentially corrected
 DQ3077.hand held GPS observations or other comparable positioning techniques
 DQ3077.and have an estimated accuracy of +/- 3 meters.
 DQ3077
 DQ3077.The orthometric height was determined by differential leveling and
 DQ3077.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3077.in October 2016.
 DQ3077
 DQ3077.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3077.GEOID18 height accuracy estimate available here.
 DQ3077
 DQ3077.Click photographs - Photos may exist for this station.
 DQ3077
 DQ3077.The dynamic height is computed by dividing the NAVD 88
 DQ3077.geopotential number by the normal gravity value computed on the
 DQ3077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3077.degrees latitude (g = 980.6199 gals.).
 DQ3077
 DQ3077.The modeled gravity was interpolated from observed gravity values.
 DQ3077
 DQ3077;                    North         East    Units  Estimated Accuracy
 DQ3077;SPC FL W     -   422,870.1     218,680.5     MT  (+/- 3 meters HH1 GPS) 
 DQ3077
 DQ3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2048614108(NAD 83)
 DQ3077
 DQ3077                          SUPERSEDED SURVEY CONTROL
 DQ3077
 DQ3077.No superseded survey control is available for this station.
 DQ3077
 DQ3077_MARKER: DD = SURVEY DISK
 DQ3077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3077_STAMPING: 852212 A 2015
 DQ3077_MARK LOGO: SWFWMD
 DQ3077_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3077_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3077+STABILITY: SURFACE MOTION
 DQ3077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3077+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2015
 DQ3077
 DQ3077  HISTORY     - Date     Condition        Report By
 DQ3077  HISTORY     - 20150925 MONUMENTED       FLDEP
 DQ3077
 DQ3077                          STATION DESCRIPTION
 DQ3077
 DQ3077'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3077'THE MARK IS ABOUT 10.0 MI (16.1 KM) NORTH-NORTHWEST OF WINTER HAVEN,
 DQ3077'6.0 MI (9.7 KM) NORTH-NORTHWEST OF AUBURNDALE, 2.4 MI (3.9 KM)
 DQ3077'SOUTH-SOUTHEAST OF POLK CITY, IN SECTION 9, TOWNSHIP 27 SOUTH, RANGE
 DQ3077'25 EAST.
 DQ3077'
 DQ3077'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DQ3077'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DQ3077'SOUTHEAST ON COUNTY ROAD 559 (BROADWAY BOULEVARD) FOR 1.8 MI (2.9 KM)
 DQ3077'TO THE JUNCTION OF COUNTY ROAD 557-A STRAIGHT AHEAD.  TURN RIGHT ON
 DQ3077'COUNTY ROAD 559 AND GO SOUTH FOR 1.15 MI (1.9 KM) TO THE JUNCTION OF
 DQ3077'COUNTY ROAD 559-A ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD 559-A AND
 DQ3077'GO WEST FOR 0.65 MI (1.0 KM) TO THE JUNCTION OF ETHAN DRIVE ON THE
 DQ3077'LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DQ3077'DEPTH OF 35.0 FT (10.7 M) WITH A SURVEY DISK ON THE TOP AND SET IN THE
 DQ3077'TOP OF A 12-INCH (30 CM) ROUND CONCRETE MONUMENT RECESSED 0.3 FT (9
 DQ3077'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH COUNTY ROAD 559-A.
 DQ3077'
 DQ3077'LOCATED 72.0 FT (21.9 M) EAST OF THE APPROXIMATE CENTERLINE OF ETHAN
 DQ3077'DRIVE, 48.6 FT (14.8 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD 559-A
 DQ3077'EASTBOUND LANES, 24.3 FT (7.4 M) SOUTH OF THE SOUTH EDGE OF A CONCRETE
 DQ3077'SIDEWALK, 22.3 FT (6.8 M) SOUTH-SOUTHWEST OF SURVEY MARK 852212 B,
 DQ3077'21.0 FT (6.4 M) SOUTH-SOUTHWEST OF A MONITORING WELL, 12.0 FT (3.7 M)
 DQ3077'EAST OF A WOODEN POWER POLE AND 12.0 FT (3.7 M) EAST OF A CARSONITE
 DQ3077'WITNESS POST.
 DQ3077'
 DQ3077'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DQ3077'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3078 ***********************************************************************
 DQ3078  DESIGNATION -  852212 B
 DQ3078  PID         -  DQ3078
 DQ3078  STATE/COUNTY-  FL/POLK
 DQ3078  COUNTRY     -  US
 DQ3078  USGS QUAD   -  POLK CITY (2018)
 DQ3078
 DQ3078                         *CURRENT SURVEY CONTROL
 DQ3078  ______________________________________________________________________
 DQ3078* NAD 83(1986) POSITION- 28 09 01.01   (N) 081 48 35.10   (W)   HD_HELD1
 DQ3078* NAVD 88 ORTHO HEIGHT -    55.264 (meters)      181.31  (feet) ADJUSTED
 DQ3078  ______________________________________________________________________
 DQ3078  GEOID HEIGHT    -        -26.867 (meters)                     GEOID18
 DQ3078  DYNAMIC HEIGHT  -         55.181 (meters)      181.04  (feet) COMP
 DQ3078  MODELED GRAVITY -    979,152.4   (mgal)                       NAVD 88
 DQ3078
 DQ3078  VERT ORDER      -  FIRST     CLASS II
 DQ3078
 DQ3078.The horizontal coordinates were determined by differentially corrected
 DQ3078.hand held GPS observations or other comparable positioning techniques
 DQ3078.and have an estimated accuracy of +/- 3 meters.
 DQ3078
 DQ3078.The orthometric height was determined by differential leveling and
 DQ3078.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3078.in October 2016.
 DQ3078
 DQ3078.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3078.GEOID18 height accuracy estimate available here.
 DQ3078
 DQ3078.Click photographs - Photos may exist for this station.
 DQ3078
 DQ3078.The dynamic height is computed by dividing the NAVD 88
 DQ3078.geopotential number by the normal gravity value computed on the
 DQ3078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3078.degrees latitude (g = 980.6199 gals.).
 DQ3078
 DQ3078.The modeled gravity was interpolated from observed gravity values.
 DQ3078
 DQ3078;                    North         East    Units  Estimated Accuracy
 DQ3078;SPC FL W     -   422,876.8     218,686.2     MT  (+/- 3 meters HH1 GPS) 
 DQ3078
 DQ3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM2049214114(NAD 83)
 DQ3078
 DQ3078                          SUPERSEDED SURVEY CONTROL
 DQ3078
 DQ3078.No superseded survey control is available for this station.
 DQ3078
 DQ3078_MARKER: DD = SURVEY DISK
 DQ3078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ3078_STAMPING: 852212 B 2015
 DQ3078_MARK LOGO: SWFWMD
 DQ3078_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3078_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3078+STABILITY: SURFACE MOTION
 DQ3078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3078+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2015
 DQ3078
 DQ3078  HISTORY     - Date     Condition        Report By
 DQ3078  HISTORY     - 20150925 MONUMENTED       FLDEP
 DQ3078
 DQ3078                          STATION DESCRIPTION
 DQ3078
 DQ3078'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3078'THE MARK IS ABOUT 10.0 MI (16.1 KM) NORTH-NORTHWEST OF WINTER HAVEN,
 DQ3078'6.0 MI (9.7 KM) NORTH-NORTHWEST OF AUBURNDALE, 2.4 MI (3.9 KM)
 DQ3078'SOUTH-SOUTHEAST OF POLK CITY, IN SECTION 9, TOWNSHIP 27 SOUTH, RANGE
 DQ3078'25 EAST.
 DQ3078'
 DQ3078'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 33 (COMMONWEALTH
 DQ3078'AVENUE SW) AND COUNTY ROAD 559 (BROADWAY BOULEVARD) IN POLK CITY, GO
 DQ3078'SOUTHEAST ON COUNTY ROAD 559 (BROADWAY BOULEVARD) FOR 1.8 MI (2.9 KM)
 DQ3078'TO THE JUNCTION OF COUNTY ROAD 557-A STRAIGHT AHEAD.  TURN RIGHT ON
 DQ3078'COUNTY ROAD 559 AND GO SOUTH FOR 1.15 MI (1.9 KM) TO THE JUNCTION OF
 DQ3078'COUNTY ROAD 559-A ON THE RIGHT.  TURN RIGHT ON COUNTY ROAD 559-A AND
 DQ3078'GO WEST FOR 0.65 MI (1.0 KM) TO THE JUNCTION OF ETHAN DRIVE ON THE
 DQ3078'LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ROD DRIVEN TO REFUSAL AT A
 DQ3078'DEPTH OF 31.0 FT (9.4 M) WITH A SURVEY DISK ON THE TOP AND SET IN THE
 DQ3078'TOP OF A 12-INCH (30 CM) ROUND CONCRETE MONUMENT RECESSED 0.3 FT (9
 DQ3078'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH COUNTY ROAD 559-A.
 DQ3078'
 DQ3078'LOCATED 84.3 FT (25.7 M) EAST OF THE APPROXIMATE CENTERLINE OF ETHAN
 DQ3078'DRIVE, 28.2 FT (8.6 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD 559-A
 DQ3078'EASTBOUND LANES, 22.3 FT (6.8 M) NORTH-NORTHEAST OF SURVEY MARK 852212
 DQ3078'A, 3.8 FT (1.2 M) SOUTH OF THE SOUTH EDGE OF A CONCRETE SIDEWALK, 3.2
 DQ3078'FT (1.0 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST AND 3.0 FT (0.9
 DQ3078'M) EAST OF A MONITORING WELL.
 DQ3078'
 DQ3078'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK, ALSO A MAGNET
 DQ3078'IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3861 ***********************************************************************
 DQ3861  DESIGNATION -  853358 A
 DQ3861  PID         -  DQ3861
 DQ3861  STATE/COUNTY-  FL/HIGHLANDS
 DQ3861  COUNTRY     -  US
 DQ3861  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DQ3861
 DQ3861                         *CURRENT SURVEY CONTROL
 DQ3861  ______________________________________________________________________
 DQ3861* NAD 83(1986) POSITION- 27 36 52.9    (N) 081 29 53.1    (W)   HD_HELD2
 DQ3861* NAVD 88 ORTHO HEIGHT -    34.245 (meters)      112.35  (feet) ADJUSTED
 DQ3861  ______________________________________________________________________
 DQ3861  GEOID HEIGHT    -        -26.043 (meters)                     GEOID18
 DQ3861  DYNAMIC HEIGHT  -         34.193 (meters)      112.18  (feet) COMP
 DQ3861  MODELED GRAVITY -    979,128.2   (mgal)                       NAVD 88
 DQ3861
 DQ3861  VERT ORDER      -  FIRST     CLASS II
 DQ3861
 DQ3861.The horizontal coordinates were established by autonomous hand held GPS
 DQ3861.observations and have an estimated accuracy of +/- 10 meters.
 DQ3861
 DQ3861.The orthometric height was determined by differential leveling and
 DQ3861.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3861.in January 2017.
 DQ3861
 DQ3861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3861.GEOID18 height accuracy estimate available here.
 DQ3861
 DQ3861.Click photographs - Photos may exist for this station.
 DQ3861
 DQ3861.The dynamic height is computed by dividing the NAVD 88
 DQ3861.geopotential number by the normal gravity value computed on the
 DQ3861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3861.degrees latitude (g = 980.6199 gals.).
 DQ3861
 DQ3861.The modeled gravity was interpolated from observed gravity values.
 DQ3861
 DQ3861;                    North         East    Units  Estimated Accuracy
 DQ3861;SPC FL E     -   363,612.      150,837.      MT  (+/- 10 meters HH2 GPS)
 DQ3861
 DQ3861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5085354620(NAD 83)
 DQ3861
 DQ3861                          SUPERSEDED SURVEY CONTROL
 DQ3861
 DQ3861.No superseded survey control is available for this station.
 DQ3861
 DQ3861_MARKER: DD = SURVEY DISK
 DQ3861_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3861_STAMPING: 853358 A 2015
 DQ3861_MARK LOGO: SWFWMD
 DQ3861_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3861_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DQ3861_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ3861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3861+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2022
 DQ3861_ROD/PIPE-DEPTH: 14.9 meters
 DQ3861
 DQ3861  HISTORY     - Date     Condition        Report By
 DQ3861  HISTORY     - 2015     MONUMENTED       SWFWMD
 DQ3861  HISTORY     - 20151012 GOOD             FLDEP
 DQ3861  HISTORY     - 20220624 GOOD             GEOCAC
 DQ3861
 DQ3861                          STATION DESCRIPTION
 DQ3861
 DQ3861'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3861'THE MARK IS ABOUT 8.9 MI (14.4 KM) NORTH-NORTHWEST OF SEBRING, 8.5 MI
 DQ3861'(13.6 KM) EAST-SOUTHEAST OF BEREAH, 1.4 MI (2.3 KM) NORTH-NORTHEAST OF
 DQ3861'AVON PARK, IN SECTION 14, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DQ3861'
 DQ3861'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DQ3861'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DQ3861'ON U.S. HIGHWAY 27 FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF COUNTY
 DQ3861'ROAD 17A WEST ON THE RIGHT AND WEST STRYKER ROAD ON THE LEFT, TURN
 DQ3861'RIGHT ON COUNTY ROAD 17A WEST AND GO EAST FOR 1.0 MI (1.6 KM) TO THE
 DQ3861'INTERSECTION OF NORTH OAK PARK AVENUE, TURN RIGHT ON OAK PARK AVENUE
 DQ3861'AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF EAST JACKSON
 DQ3861'STREET ON THE RIGHT, A BOAT RAMP ON THE LEFT AND THE MARK ON THE LEFT,
 DQ3861'AN ALUMINUM ROD DRIVEN TO A DEPTH OF 15.0 FT (14.9 M) WITH A SURVEY
 DQ3861'DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT
 DQ3861'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.8 FT
 DQ3861'(24 CM) BELOW THE LEVEL OF OAK PARK AVENUE.
 DQ3861'
 DQ3861'LOCATED 88.0 FT (26.8 M) NORTH OF SURVEY MARK 853358 B, 26.0 FT
 DQ3861'NORTHEAST OF THE APPROXIMATE CENTERLINE OF A BOAT RAMP, 23.0 FT (7.0
 DQ3861'M) EAST OF THE APPROXIMATE CENTERLINE OF NORTH OAK PARK AVENUE, 8.0 FT
 DQ3861'NORTH OF THE APPROXIMATE EXTENDED CENTERLINE OF EAST JACKSON STREET,
 DQ3861'2.0 FT (0.6 M) WEST OF A CHAIN LINK FENCE AND 1.9 FT (0.6 M) WEST OF A
 DQ3861'CARSONITE WITNESS POST.
 DQ3861'
 DQ3861'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DQ3861
 DQ3861                          STATION RECOVERY (2022)
 DQ3861
 DQ3861'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DQ3861'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ3862 ***********************************************************************
 DQ3862  DESIGNATION -  853358 B
 DQ3862  PID         -  DQ3862
 DQ3862  STATE/COUNTY-  FL/HIGHLANDS
 DQ3862  COUNTRY     -  US
 DQ3862  USGS QUAD   -  LAKE ARBUCKLE SW (2018)
 DQ3862
 DQ3862                         *CURRENT SURVEY CONTROL
 DQ3862  ______________________________________________________________________
 DQ3862* NAD 83(1986) POSITION- 27 36 51.9    (N) 081 29 53.2    (W)   HD_HELD2
 DQ3862* NAVD 88 ORTHO HEIGHT -    32.384 (meters)      106.25  (feet) ADJUSTED
 DQ3862  ______________________________________________________________________
 DQ3862  GEOID HEIGHT    -        -26.043 (meters)                     GEOID18
 DQ3862  DYNAMIC HEIGHT  -         32.335 (meters)      106.09  (feet) COMP
 DQ3862  MODELED GRAVITY -    979,128.2   (mgal)                       NAVD 88
 DQ3862
 DQ3862  VERT ORDER      -  FIRST     CLASS II
 DQ3862
 DQ3862.The horizontal coordinates were established by autonomous hand held GPS
 DQ3862.observations and have an estimated accuracy of +/- 10 meters.
 DQ3862
 DQ3862.The orthometric height was determined by differential leveling and
 DQ3862.adjusted by the NATIONAL GEODETIC SURVEY
 DQ3862.in January 2017.
 DQ3862
 DQ3862.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ3862.GEOID18 height accuracy estimate available here.
 DQ3862
 DQ3862.Click photographs - Photos may exist for this station.
 DQ3862
 DQ3862.The dynamic height is computed by dividing the NAVD 88
 DQ3862.geopotential number by the normal gravity value computed on the
 DQ3862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ3862.degrees latitude (g = 980.6199 gals.).
 DQ3862
 DQ3862.The modeled gravity was interpolated from observed gravity values.
 DQ3862
 DQ3862;                    North         East    Units  Estimated Accuracy
 DQ3862;SPC FL E     -   363,582.      150,834.      MT  (+/- 10 meters HH2 GPS)
 DQ3862
 DQ3862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RML5085054589(NAD 83)
 DQ3862
 DQ3862                          SUPERSEDED SURVEY CONTROL
 DQ3862
 DQ3862.No superseded survey control is available for this station.
 DQ3862
 DQ3862_MARKER: DD = SURVEY DISK
 DQ3862_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DQ3862_STAMPING: 853358 B 2015
 DQ3862_MARK LOGO: SWFWMD
 DQ3862_PROJECTION: RECESSED 8 CENTIMETERS
 DQ3862_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ3862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ3862+STABILITY: SURFACE MOTION
 DQ3862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ3862+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2015
 DQ3862_ROD/PIPE-DEPTH: 14.9 meters
 DQ3862
 DQ3862  HISTORY     - Date     Condition        Report By
 DQ3862  HISTORY     - 2015     MONUMENTED       SWFWMD
 DQ3862  HISTORY     - 20151012 GOOD             FLDEP
 DQ3862  HISTORY     - 20220624 MARK NOT FOUND   GEOCAC
 DQ3862
 DQ3862                          STATION DESCRIPTION
 DQ3862
 DQ3862'DESCRIBED BY FL DEPT OF ENV PRO 2015 (BPJ)
 DQ3862'THE MARK IS ABOUT 8.9 MI (14.3 KM) NORTH-NORTHWEST OF SEBRING, 8.5 MI
 DQ3862'(13.7 KM) EAST-SOUTHEAST OF BEREAH, 1.4 MI (2.3 KM) NORTH-NORTHEAST OF
 DQ3862'AVON PARK, IN SECTION 14, TOWNSHIP 33 SOUTH, RANGE 28 EAST.
 DQ3862'
 DQ3862'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 64, STATE ROAD
 DQ3862'17 SOUTH (WEST MAIN STREET) AND U.S. HIGHWAY 27 IN AVON PARK, GO NORTH
 DQ3862'ON U.S. HIGHWAY 27 FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF COUNTY
 DQ3862'ROAD 17A WEST ON THE RIGHT AND WEST STRYKER ROAD ON THE LEFT.  TURN
 DQ3862'RIGHT ON COUNTY ROAD 17A WEST AND GO EAST FOR 1.0 MI (1.6 KM) TO THE
 DQ3862'INTERSECTION OF NORTH OAK PARK AVENUE.  TURN RIGHT ON OAK PARK AVENUE
 DQ3862'AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF EAST JACKSON
 DQ3862'STREET ON THE RIGHT, A BOAT RAMP ON THE LEFT AND THE MARK ON THE LEFT,
 DQ3862'AN ALUMINUM ROD DRIVEN TO A DEPTH OF 15.0 FT (4.6 M) WITH A SURVEY
 DQ3862'DISK SET ON THE TOP AND IN A 12-INCH (30 CM) ROUND CONCRETE MONUMENT,
 DQ3862'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 4.0 FT
 DQ3862'(1.2 M) BELOW THE LEVEL OF OAK PARK AVENUE.
 DQ3862'
 DQ3862'LOCATED 88.0 FT (26.8 M) SOUTH OF SURVEY MARK 853358 A, 42.0 FT (12.8
 DQ3862'M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A BOAT RAMP, 18.0
 DQ3862'FT (5.5 M) NORTH OF A CHAIN LINK FENCE END POST, 5.0 FT (1.5 M)
 DQ3862'WEST-NORTHWEST OF A WOODEN LIGHT POLE AND 4.9 FT (1.5 M)
 DQ3862'WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 DQ3862'
 DQ3862'NOTE A MAGNET IS FACTORY INSTALLED INSIDE THE STEM OF THE DISK.
 DQ3862
 DQ3862                          STATION RECOVERY (2022)
 DQ3862
 DQ3862'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DQ3862'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1557 ***********************************************************************
 DM1557  DESIGNATION -  86 92 DA 27
 DM1557  PID         -  DM1557
 DM1557  STATE/COUNTY-  FL/BROWARD
 DM1557  COUNTRY     -  US
 DM1557  USGS QUAD   -  PORT EVERGLADES (2018)
 DM1557
 DM1557                         *CURRENT SURVEY CONTROL
 DM1557  ______________________________________________________________________
 DM1557* NAD 83(1986) POSITION- 26 02 03.     (N) 080 07 03.     (W)   SCALED
 DM1557* NAVD 88 ORTHO HEIGHT -     7.693 (meters)       25.24  (feet) ADJUSTED
 DM1557  ______________________________________________________________________
 DM1557  GEOID HEIGHT    -        -25.736 (meters)                     GEOID18
 DM1557  DYNAMIC HEIGHT  -          7.681 (meters)       25.20  (feet) COMP
 DM1557  MODELED GRAVITY -    979,050.4   (mgal)                       NAVD 88
 DM1557
 DM1557  VERT ORDER      -  SECOND    CLASS I
 DM1557
 DM1557.The horizontal coordinates were scaled from a map and have
 DM1557.an estimated accuracy of +/- 6 seconds.
 DM1557
 DM1557.The orthometric height was determined by differential leveling and
 DM1557.adjusted by the NATIONAL GEODETIC SURVEY
 DM1557.in September 2010.
 DM1557
 DM1557.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1557.GEOID18 height accuracy estimate available here.
 DM1557
 DM1557.Click photographs - Photos may exist for this station.
 DM1557
 DM1557.The dynamic height is computed by dividing the NAVD 88
 DM1557.geopotential number by the normal gravity value computed on the
 DM1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1557.degrees latitude (g = 980.6199 gals.).
 DM1557
 DM1557.The modeled gravity was interpolated from observed gravity values.
 DM1557
 DM1557;                    North         East    Units  Estimated Accuracy
 DM1557;SPC FL E     -   188,700.      288,330.      MT  (+/- 180 meters Scaled)
 DM1557
 DM1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ882797(NAD 83)
 DM1557
 DM1557                          SUPERSEDED SURVEY CONTROL
 DM1557
 DM1557.No superseded survey control is available for this station.
 DM1557
 DM1557_MARKER: DD = SURVEY DISK
 DM1557_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM1557_SP_SET: BRIDGE SIDEWALK
 DM1557_STAMPING: 86 92 DA 27
 DM1557_MARK LOGO: FLDNR
 DM1557_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1557+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2017
 DM1557
 DM1557  HISTORY     - Date     Condition        Report By
 DM1557  HISTORY     - 1992     MONUMENTED       FLDNR
 DM1557  HISTORY     - 20061005 GOOD             FLDEP
 DM1557  HISTORY     - 20170311 GOOD             USPSQD
 DM1557
 DM1557                          STATION DESCRIPTION
 DM1557
 DM1557'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DM1557'THE MARK IS IN HOLLYWOOD BEACH, IN SECTION 12, TOWNSHIP 51 SOUTH,
 DM1557'RANGE 42 EAST.
 DM1557'
 DM1557'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A (OCEAN DRIVE)
 DM1557'AND COUNTY ROAD 822 (SHERIDAN STREET) IN HOLLYWOOD BEACH, GO WEST ON
 DM1557'COUNTY ROAD 822 (SHERIDAN STREET) FOR 0.1 MI (0.2 KM) TO THE BRIDGE
 DM1557'SPANNING THE INTRACOASTAL WATERWAY AND THE MARK ON THE LEFT, SET FLUSH
 DM1557'IN THE TOP OF THE SOUTHWEST SIDEWALK OVER THE ABUTMENT SUPPORTING THE
 DM1557'STEEL DRAWBRIDGE PANEL ON THE WEST SIDE OF THE INTRACOASTAL WATERWAY
 DM1557'AND LEVEL WITH COUNTY ROAD 822.
 DM1557'
 DM1557'LOCATED ABOUT 113.0 FT (34.4 M) EAST-NORTHEAST OF A FLSRD SURVEY MARK
 DM1557'1 25.465 ON THE GUARDRAIL AT THE SOUTHWEST END OF THE BRIDGE, 18.7 FT
 DM1557'(5.7 M) EAST-NORTHEAST OF AN ALUMINUM LIGHT POST, 15.3 FT (4.7 M)
 DM1557'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF COUNTY ROAD 822
 DM1557'(SHERIDAN STREET), 10.0 FT (3.0 M) WEST OF THE STEEL SECTION OF THE
 DM1557'DRAWBRIDGE, 3.9 FT (1.2 M) SOUTH OF THE BACK OF THE CURB AND 3.0 FT
 DM1557'(0.9 M) NORTH OF THE SOUTH EDGE OF THE BRIDGE.
 DM1557
 DM1557                          STATION RECOVERY (2017)
 DM1557
 DM1557'RECOVERY NOTE BY US POWER SQUADRON 2017 (CAC)
 DM1557'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0244 ***********************************************************************
 AK0244  DESIGNATION -  86 RC TT
 AK0244  PID         -  AK0244
 AK0244  STATE/COUNTY-  FL/SEMINOLE
 AK0244  COUNTRY     -  US
 AK0244  USGS QUAD   -  OSTEEN (2018)
 AK0244
 AK0244                         *CURRENT SURVEY CONTROL
 AK0244  ______________________________________________________________________
 AK0244* NAD 83(1986) POSITION- 28 45 45.62   (N) 081 08 52.92   (W)   HD_HELD1
 AK0244* NAVD 88 ORTHO HEIGHT -     5.774 (meters)       18.94  (feet) ADJUSTED
 AK0244  ______________________________________________________________________
 AK0244  GEOID HEIGHT    -        -27.885 (meters)                     GEOID18
 AK0244  DYNAMIC HEIGHT  -          5.766 (meters)       18.92  (feet) COMP
 AK0244  MODELED GRAVITY -    979,238.7   (mgal)                       NAVD 88
 AK0244
 AK0244  VERT ORDER      -  FIRST     CLASS II
 AK0244
 AK0244.The horizontal coordinates were determined by differentially corrected
 AK0244.hand held GPS observations or other comparable positioning techniques
 AK0244.and have an estimated accuracy of +/- 3 meters.
 AK0244
 AK0244.The orthometric height was determined by differential leveling and
 AK0244.adjusted by the NATIONAL GEODETIC SURVEY
 AK0244.in June 1991.
 AK0244
 AK0244.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0244.GEOID18 height accuracy estimate available here.
 AK0244
 AK0244.Click photographs - Photos may exist for this station.
 AK0244
 AK0244.The dynamic height is computed by dividing the NAVD 88
 AK0244.geopotential number by the normal gravity value computed on the
 AK0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0244.degrees latitude (g = 980.6199 gals.).
 AK0244
 AK0244.The modeled gravity was interpolated from observed gravity values.
 AK0244
 AK0244;                    North         East    Units  Estimated Accuracy
 AK0244;SPC FL E     -   490,736.6     185,543.8     MT  (+/- 3 meters HH1 GPS) 
 AK0244
 AK0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM8554881701(NAD 83)
 AK0244
 AK0244                          SUPERSEDED SURVEY CONTROL
 AK0244
 AK0244  NGVD 29 (??/??/92)    6.090  (m)           19.98   (f) ADJ UNCH    1 2
 AK0244
 AK0244.Superseded values are not recommended for survey control.
 AK0244
 AK0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0244.See file dsdata.pdf to determine how the superseded data were derived.
 AK0244
 AK0244_MARKER: DD = SURVEY DISK
 AK0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0244_STAMPING: 20 86 RC TT 1952
 AK0244_MARK LOGO: USGS
 AK0244_PROJECTION: PROJECTING 8 CENTIMETERS
 AK0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0244+STABILITY: SURFACE MOTION
 AK0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK0244+SATELLITE: SATELLITE OBSERVATIONS - September 11, 1996
 AK0244
 AK0244  HISTORY     - Date     Condition        Report By
 AK0244  HISTORY     - 1952     MONUMENTED       USGS
 AK0244  HISTORY     - 1960     GOOD             CGS
 AK0244  HISTORY     - 19950128 MARK NOT FOUND   USPSQD
 AK0244  HISTORY     - 19960911 MARK NOT FOUND   FLDEP
 AK0244
 AK0244                          STATION DESCRIPTION
 AK0244
 AK0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 AK0244'2.8 MI NW FROM GENEVA.
 AK0244'ABOUT 2.75 MILES NORTHWEST ALONG STATE HIGHWAY 46 FROM THE
 AK0244'JUNCTION OF BLACK TOP ROAD LEADING NORTH TO THE SCHOOL AT
 AK0244'GENEVA, 0.25 MILE SOUTHEAST OF A 20-FOOT CONCRETE BOX CULVERT,
 AK0244'52 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 6 FEET WEST OF A
 AK0244'14-INCH PINE TREE, 1 FOOT NORTHEAST OF A WIRE FENCE, 1 FOOT
 AK0244'ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 AK0244'PROJECTING 3 INCHES.
 AK0244
 AK0244                          STATION RECOVERY (1995)
 AK0244
 AK0244'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK0244'MARK NOT FOUND.
 AK0244
 AK0244                          STATION RECOVERY (1996)
 AK0244
 AK0244'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (JLM)
 AK0244'THE MARK IS PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8072 ***********************************************************************
 AD8072  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8072  DESIGNATION -  8671 B 19
 AD8072  PID         -  AD8072
 AD8072  STATE/COUNTY-  FL/BROWARD
 AD8072  COUNTRY     -  US
 AD8072  USGS QUAD   -  PORT EVERGLADES (2018)
 AD8072
 AD8072                         *CURRENT SURVEY CONTROL
 AD8072  ______________________________________________________________________
 AD8072* NAD 83(1986) POSITION- 26 03 11.6    (N) 080 06 51.8    (W)   HD_HELD2
 AD8072* NAVD 88 ORTHO HEIGHT -     7.472 (meters)       24.51  (feet) ADJUSTED
 AD8072  ______________________________________________________________________
 AD8072  GEOID HEIGHT    -        -25.755 (meters)                     GEOID18
 AD8072  DYNAMIC HEIGHT  -          7.460 (meters)       24.48  (feet) COMP
 AD8072  MODELED GRAVITY -    979,051.5   (mgal)                       NAVD 88
 AD8072
 AD8072  VERT ORDER      -  SECOND    CLASS I
 AD8072
 AD8072.The horizontal coordinates were established by autonomous hand held GPS
 AD8072.observations and have an estimated accuracy of +/- 10 meters.
 AD8072
 AD8072.The orthometric height was determined by differential leveling and
 AD8072.adjusted by the NATIONAL GEODETIC SURVEY
 AD8072.in September 1996.
 AD8072
 AD8072.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8072.GEOID18 height accuracy estimate available here.
 AD8072
 AD8072.This Tidal Bench Mark is designated as VM 5722
 AD8072.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8072
 AD8072.Click photographs - Photos may exist for this station.
 AD8072
 AD8072.The dynamic height is computed by dividing the NAVD 88
 AD8072.geopotential number by the normal gravity value computed on the
 AD8072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8072.degrees latitude (g = 980.6199 gals.).
 AD8072
 AD8072.The modeled gravity was interpolated from observed gravity values.
 AD8072
 AD8072;                    North         East    Units  Estimated Accuracy
 AD8072;SPC FL E     -   190,812.      288,622.      MT  (+/- 10 meters HH2 GPS)
 AD8072
 AD8072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8859281878(NAD 83)
 AD8072
 AD8072                          SUPERSEDED SURVEY CONTROL
 AD8072
 AD8072  NGVD 29 (09/01/92)    7.952  (m)           26.09   (f) ADJUSTED    2 1
 AD8072
 AD8072.Superseded values are not recommended for survey control.
 AD8072
 AD8072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8072.See file dsdata.pdf to determine how the superseded data were derived.
 AD8072
 AD8072_MARKER: DB = BENCH MARK DISK
 AD8072_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD8072_SP_SET: BRIDGE
 AD8072_STAMPING: 8671 B19
 AD8072_MARK LOGO: FLDT
 AD8072_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8072+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2017
 AD8072
 AD8072  HISTORY     - Date     Condition        Report By
 AD8072  HISTORY     - UNK      MONUMENTED       FLDT
 AD8072  HISTORY     - 1986     GOOD             FLDNR
 AD8072  HISTORY     - 19980205 GOOD             USPSQD
 AD8072  HISTORY     - 20090419 GOOD             GEOCAC
 AD8072  HISTORY     - 20170311 GOOD             USPSQD
 AD8072
 AD8072                          STATION DESCRIPTION
 AD8072
 AD8072'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8072'1.8 MI EAST FROM DANIA.
 AD8072'BEGIN AT THE JUNCTION OF STATE ROAD A1A WITH U.S. HIGHWAY 1 IN
 AD8072'DANIA, GO 1.8 MILES EAST ON A1A TO THE BRIDGE OVER THE INTRACOASTAL
 AD8072'WATERWAY AND THE MARK.  THE MARK BEARS 13 FEET NORTH OF THE
 AD8072'CENTERLINE OF A1A WESTBOUND, 110 FEET WEST OF THE NORTHEAST CORNER OF
 AD8072'THE BRIDGE AND IS SET IN THE BRIDGE WALKWAY.
 AD8072
 AD8072                          STATION RECOVERY (1998)
 AD8072
 AD8072'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8072'RECOVERED IN GOOD CONDITION.
 AD8072
 AD8072                          STATION RECOVERY (2009)
 AD8072
 AD8072'RECOVERY NOTE BY GEOCACHING 2009 (RLM)
 AD8072'RECOVERED IN GOOD CONDITION.
 AD8072
 AD8072                          STATION RECOVERY (2017)
 AD8072
 AD8072'RECOVERY NOTE BY US POWER SQUADRON 2017 (CAC)
 AD8072'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1500 ***********************************************************************
 DM1500  DESIGNATION -  8696 X 013
 DM1500  PID         -  DM1500
 DM1500  STATE/COUNTY-  FL/BROWARD
 DM1500  COUNTRY     -  US
 DM1500  USGS QUAD   -  BOCA RATON (2018)
 DM1500
 DM1500                         *CURRENT SURVEY CONTROL
 DM1500  ______________________________________________________________________
 DM1500* NAD 83(1986) POSITION- 26 18 51.53   (N) 080 04 53.99   (W)   HD_HELD1
 DM1500* NAVD 88 ORTHO HEIGHT -     7.246 (meters)       23.77  (feet) ADJUSTED
 DM1500  ______________________________________________________________________
 DM1500  GEOID HEIGHT    -        -25.974 (meters)                     GEOID18
 DM1500  DYNAMIC HEIGHT  -          7.235 (meters)       23.74  (feet) COMP
 DM1500  MODELED GRAVITY -    979,077.8   (mgal)                       NAVD 88
 DM1500
 DM1500  VERT ORDER      -  SECOND    CLASS I
 DM1500
 DM1500.The horizontal coordinates were determined by differentially corrected
 DM1500.hand held GPS observations or other comparable positioning techniques
 DM1500.and have an estimated accuracy of +/- 3 meters.
 DM1500
 DM1500.The orthometric height was determined by differential leveling and
 DM1500.adjusted by the NATIONAL GEODETIC SURVEY
 DM1500.in September 2010.
 DM1500
 DM1500.No vertical observational check was made to the station.
 DM1500
 DM1500.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1500.GEOID18 height accuracy estimate available here.
 DM1500
 DM1500.Click photographs - Photos may exist for this station.
 DM1500
 DM1500.The dynamic height is computed by dividing the NAVD 88
 DM1500.geopotential number by the normal gravity value computed on the
 DM1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1500.degrees latitude (g = 980.6199 gals.).
 DM1500
 DM1500.The modeled gravity was interpolated from observed gravity values.
 DM1500
 DM1500;                    North         East    Units  Estimated Accuracy
 DM1500;SPC FL E     -   219,761.5     291,692.7     MT  (+/- 3 meters HH1 GPS) 
 DM1500
 DM1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9166110818(NAD 83)
 DM1500
 DM1500                          SUPERSEDED SURVEY CONTROL
 DM1500
 DM1500.No superseded survey control is available for this station.
 DM1500
 DM1500_MARKER: DD = SURVEY DISK
 DM1500_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM1500_SP_SET: SIDEWALK
 DM1500_STAMPING: 8696 X 013
 DM1500_MARK LOGO: FLDT
 DM1500_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1500+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2020
 DM1500
 DM1500  HISTORY     - Date     Condition        Report By
 DM1500  HISTORY     - 2006     MONUMENTED       FLDT
 DM1500  HISTORY     - 20200826 GOOD             T2UES
 DM1500
 DM1500                          STATION DESCRIPTION
 DM1500
 DM1500'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 2006
 DM1500'THE MARK IS IN DEERFIELD BEACH, IN SECTION 5, TOWNSHIP 48 SOUTH, RANGE
 DM1500'43 EAST.
 DM1500'
 DM1500'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 810 (EAST
 DM1500'HILLSBORO BOULEVARD) AND STATE HIGHWAY A1A IN DEERFIELD BEACH, GO WEST
 DM1500'ON STATE HIGHWAY 810 (EAST HILLSBORO BOULEVARD) FOR 0.25 MI (0.4 KM)
 DM1500'TO THE WEST END OF THE HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY
 DM1500'AND THE MARK ON THE LEFT, A FLDOT SURVEY DISK SET FLUSH IN THE
 DM1500'SIDEWALK AND 0.4 FT (0.1 M) ABOVE THE LEVEL OF STATE HIGHWAY 810 (EAST
 DM1500'HILLSBORO BOULEVARD).
 DM1500'
 DM1500'LOCATED 14.0 FT (4.3 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 DM1500'OF STATE HIGHWAY 810 (EAST HILLSBORO BOULEVARD), 2.6 FT (0.8 M) SOUTH
 DM1500'OF THE BACK OF THE CURB BORDERING THE EASTBOUND LANES AND 2.5 FT (0.8
 DM1500'M) NORTH OF THE SOUTH GUARDRAIL.
 DM1500
 DM1500                          STATION RECOVERY (2020)
 DM1500
 DM1500'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 DM1500'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7733 ***********************************************************************
 AJ7733  DESIGNATION -  87 00 F14 RESET
 AJ7733  PID         -  AJ7733
 AJ7733  STATE/COUNTY-  FL/MIAMI-DADE
 AJ7733  COUNTRY     -  US
 AJ7733  USGS QUAD   -  LONG ISLAND (2018)
 AJ7733
 AJ7733                         *CURRENT SURVEY CONTROL
 AJ7733  ______________________________________________________________________
 AJ7733* NAD 83(2011) POSITION- 25 45 41.63523(N) 080 37 41.27868(W)   ADJUSTED
 AJ7733* NAD 83(2011) ELLIP HT-   -21.718 (meters)        (06/27/12)   ADJUSTED
 AJ7733* NAD 83(2011) EPOCH   -  2010.00
 AJ7733* NAVD 88 ORTHO HEIGHT -     2.734 (meters)        8.97  (feet) ADJUSTED
 AJ7733  ______________________________________________________________________
 AJ7733  GEOID HEIGHT    -        -24.441 (meters)                     GEOID18
 AJ7733  NAD 83(2011) X  -    935,985.912 (meters)                     COMP
 AJ7733  NAD 83(2011) Y  - -5,671,112.493 (meters)                     COMP
 AJ7733  NAD 83(2011) Z  -  2,755,286.601 (meters)                     COMP
 AJ7733  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 AJ7733  DYNAMIC HEIGHT  -          2.730 (meters)        8.96  (feet) COMP
 AJ7733  MODELED GRAVITY -    979,029.5   (mgal)                       NAVD 88
 AJ7733
 AJ7733  VERT ORDER      -  FIRST     CLASS II
 AJ7733
 AJ7733  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ7733  Standards:
 AJ7733         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ7733            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ7733  -------------------------------------------------------------------
 AJ7733  NETWORK    2.08   3.16           0.81   0.89   1.61     -0.08624078
 AJ7733  -------------------------------------------------------------------
 AJ7733  Click here for local accuracies and other accuracy information.
 AJ7733
 AJ7733.The horizontal coordinates were established by GPS observations
 AJ7733.and adjusted by the National Geodetic Survey in June 2012.
 AJ7733
 AJ7733.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ7733.been affixed to the stable North American tectonic plate. See 
 AJ7733.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ7733
 AJ7733.The horizontal coordinates are valid at the epoch date displayed above
 AJ7733.which is a decimal equivalence of Year/Month/Day.
 AJ7733
 AJ7733.The orthometric height was determined by differential leveling and
 AJ7733.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7733.in March 2002.
 AJ7733
 AJ7733.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7733.GEOID18 height accuracy estimate available here.
 AJ7733
 AJ7733.Click photographs - Photos may exist for this station.
 AJ7733
 AJ7733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7733
 AJ7733.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ7733
 AJ7733.The ellipsoidal height was determined by GPS observations
 AJ7733.and is referenced to NAD 83.
 AJ7733
 AJ7733.The dynamic height is computed by dividing the NAVD 88
 AJ7733.geopotential number by the normal gravity value computed on the
 AJ7733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7733.degrees latitude (g = 980.6199 gals.).
 AJ7733
 AJ7733.The modeled gravity was interpolated from observed gravity values.
 AJ7733
 AJ7733. The following values were computed from the NAD 83(2011) position.
 AJ7733
 AJ7733;                    North         East     Units Scale Factor Converg.
 AJ7733;SPC FL E     -   158,253.752   237,303.282   MT  0.99995835   +0 09 41.9
 AJ7733;SPC FL E     -   519,204.18    778,552.52   sFT  0.99995835   +0 09 41.9
 AJ7733;UTM  17      - 2,849,331.738   537,290.554   MT  0.99961717   +0 09 41.9
 AJ7733
 AJ7733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7733!SPC FL E     -   1.00000341  x   0.99995835  =   0.99996176
 AJ7733!UTM  17      -   1.00000341  x   0.99961717  =   0.99962058
 AJ7733
 AJ7733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3729049331(NAD 83)
 AJ7733
 AJ7733|---------------------------------------------------------------------|
 AJ7733| PID    Reference Object                     Distance      Geod. Az  |
 AJ7733|                                                           dddmmss.s |
 AJ7733| AJ7754 C 546                                32.801 METERS 27138     |
 AJ7733|---------------------------------------------------------------------|
 AJ7733
 AJ7733                          SUPERSEDED SURVEY CONTROL
 AJ7733
 AJ7733  NAD 83(2007)-  25 45 41.63550(N)    080 37 41.27949(W) AD(2002.00) 0
 AJ7733  ELLIP H (02/10/07)  -21.687  (m)                       GP(2002.00)    
 AJ7733  NAD 83(1999)-  25 45 41.63548(N)    080 37 41.27927(W) AD(       ) 1
 AJ7733  ELLIP H (12/12/02)  -21.654  (m)                       GP(       ) 4 1
 AJ7733  NAVD 88               2.73   (m)            9.0    (f) LEVELING    3  
 AJ7733
 AJ7733.Superseded values are not recommended for survey control.
 AJ7733
 AJ7733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7733.See file dsdata.pdf to determine how the superseded data were derived.
 AJ7733
 AJ7733_MARKER: DD = SURVEY DISK
 AJ7733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7733_STAMPING: BM/87/00/F14 RESET
 AJ7733_MARK LOGO: FLDT
 AJ7733_PROJECTION: RECESSED 2 CENTIMETERS
 AJ7733_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7733+STABILITY: SURFACE MOTION
 AJ7733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7733+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ7733
 AJ7733  HISTORY     - Date     Condition        Report By
 AJ7733  HISTORY     - UNK      MONUMENTED       FLDT
 AJ7733  HISTORY     - 20011011 GOOD             LDBLS
 AJ7733  HISTORY     - 2002     GOOD             MAPTEC
 AJ7733
 AJ7733                          STATION DESCRIPTION
 AJ7733
 AJ7733'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7733'THE MARK IS ABOUT 128.9 KM (80.08 MI) SOUTHEAST OF NAPLES, ABOUT 32.8
 AJ7733'KM (20.36 MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP--
 AJ7733'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7733'
 AJ7733'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7733'TRAIL) AND THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST
 AJ7733'MIAMI), GO WEST ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO
 AJ7733'ITS INTERSECTION WITH STATE ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41
 AJ7733'19.3 KM (12.0 MI) TO THE JUNCTION WITH A PAVED ROAD LEADING NORTH TO
 AJ7733'WEIR STRUCTURE S333, GO NORTH ON THE PAVED ROAD (CROSSING A BRIDGE
 AJ7733'ADJACENT TO WEIR STRUCTURE S333) 0.1 KM (0.05 MI) TO THE JUNCTION WITH
 AJ7733'A ROADWAY WHICH RUNS BETWEEN A CANAL AND LEVEE, GO EAST ON THE ROADWAY
 AJ7733'4.6 KM (2.86 MI) TO THE MARK ON THE LEFT.
 AJ7733'
 AJ7733'THE MARK IS 49.90 M (163.7 FT) EAST OF A WOOD UTILITY POLE, 42.06 M
 AJ7733'(138.0 FT) WEST OF A WOOD UTILITY POLE, 2.56 M (8.4 FT) SOUTH OF QWEST
 AJ7733'COMMUNICATIONS BURIED FIBER OPTIC CABLE WARNING MARKER NUMBER 07334,
 AJ7733'1.83 M (6.0 FT) SOUTH OF THE SOUTH TOE OF A LEVEE, 1.37 M (4.5 FT)
 AJ7733'SOUTH OF OVERHEAD ELECTRIC LINES, AND 0.46 M (1.5 FT) SOUTH OF A METAL
 AJ7733'WITNESS POST. THE MARK IS A DISK SET FLUSH IN THE TOP OF A CONCRETE
 AJ7733'MONUMENT RECESSED 2 CM (0.08 FT BELOW THE LEVEL OF THE GROUND AND
 AJ7733'ABOUT 2.13 M (7.0 FT) BELOW THE TOP OF THE LEVEE.
 AJ7733
 AJ7733                          STATION RECOVERY (2002)
 AJ7733
 AJ7733'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7733'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7734 ***********************************************************************
 AJ7734  DESIGNATION -  87 00 F18 RESET
 AJ7734  PID         -  AJ7734
 AJ7734  STATE/COUNTY-  FL/MIAMI-DADE
 AJ7734  COUNTRY     -  US
 AJ7734  USGS QUAD   -  COOPERTOWN (2018)
 AJ7734
 AJ7734                         *CURRENT SURVEY CONTROL
 AJ7734  ______________________________________________________________________
 AJ7734* NAD 83(2011) POSITION- 25 45 41.62448(N) 080 36 48.34983(W)   ADJUSTED
 AJ7734* NAD 83(2011) ELLIP HT-   -21.883 (meters)        (06/27/12)   ADJUSTED
 AJ7734* NAD 83(2011) EPOCH   -  2010.00
 AJ7734* NAVD 88 ORTHO HEIGHT -     2.590 (meters)        8.50  (feet) ADJUSTED
 AJ7734  ______________________________________________________________________
 AJ7734  GEOID HEIGHT    -        -24.466 (meters)                     GEOID18
 AJ7734  NAD 83(2011) X  -    937,441.124 (meters)                     COMP
 AJ7734  NAD 83(2011) Y  - -5,670,872.121 (meters)                     COMP
 AJ7734  NAD 83(2011) Z  -  2,755,286.231 (meters)                     COMP
 AJ7734  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 AJ7734  DYNAMIC HEIGHT  -          2.585 (meters)        8.48  (feet) COMP
 AJ7734  MODELED GRAVITY -    979,029.5   (mgal)                       NAVD 88
 AJ7734
 AJ7734  VERT ORDER      -  FIRST     CLASS II
 AJ7734
 AJ7734  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ7734  Standards:
 AJ7734         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ7734            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ7734  -------------------------------------------------------------------
 AJ7734  NETWORK    2.13   3.16           0.85   0.89   1.61     -0.11678720
 AJ7734  -------------------------------------------------------------------
 AJ7734  Click here for local accuracies and other accuracy information.
 AJ7734
 AJ7734.The horizontal coordinates were established by GPS observations
 AJ7734.and adjusted by the National Geodetic Survey in June 2012.
 AJ7734
 AJ7734.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ7734.been affixed to the stable North American tectonic plate. See 
 AJ7734.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ7734
 AJ7734.The horizontal coordinates are valid at the epoch date displayed above
 AJ7734.which is a decimal equivalence of Year/Month/Day.
 AJ7734
 AJ7734.The orthometric height was determined by differential leveling and
 AJ7734.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7734.in March 2002.
 AJ7734
 AJ7734.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7734.GEOID18 height accuracy estimate available here.
 AJ7734
 AJ7734.Click photographs - Photos may exist for this station.
 AJ7734
 AJ7734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7734
 AJ7734.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ7734
 AJ7734.The ellipsoidal height was determined by GPS observations
 AJ7734.and is referenced to NAD 83.
 AJ7734
 AJ7734.The dynamic height is computed by dividing the NAVD 88
 AJ7734.geopotential number by the normal gravity value computed on the
 AJ7734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7734.degrees latitude (g = 980.6199 gals.).
 AJ7734
 AJ7734.The modeled gravity was interpolated from observed gravity values.
 AJ7734
 AJ7734. The following values were computed from the NAD 83(2011) position.
 AJ7734
 AJ7734;                    North         East     Units Scale Factor Converg.
 AJ7734;SPC FL E     -   158,257.664   238,778.152   MT  0.99995974   +0 10 04.9
 AJ7734;SPC FL E     -   519,217.02    783,391.32   sFT  0.99995974   +0 10 04.9
 AJ7734;UTM  17      - 2,849,335.649   538,764.921   MT  0.99961855   +0 10 04.9
 AJ7734
 AJ7734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7734!SPC FL E     -   1.00000344  x   0.99995974  =   0.99996318
 AJ7734!UTM  17      -   1.00000344  x   0.99961855  =   0.99962199
 AJ7734
 AJ7734:                Primary Azimuth Mark                     Grid Az
 AJ7734:SPC FL E     -  87 00 F14 RESET                          269 50 52.9
 AJ7734:UTM  17      -  87 00 F14 RESET                          269 50 52.9
 AJ7734
 AJ7734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3876449335(NAD 83)
 AJ7734
 AJ7734|---------------------------------------------------------------------|
 AJ7734| PID    Reference Object                     Distance      Geod. Az  |
 AJ7734|                                                           dddmmss.s |
 AJ7734| AJ7733 87 00 F14 RESET                     APPROX. 1.5 KM 2700057.8 |
 AJ7734|---------------------------------------------------------------------|
 AJ7734
 AJ7734                          SUPERSEDED SURVEY CONTROL
 AJ7734
 AJ7734  NAD 83(2007)-  25 45 41.62475(N)    080 36 48.35064(W) AD(2002.00) 0
 AJ7734  ELLIP H (02/10/07)  -21.852  (m)                       GP(2002.00)    
 AJ7734  NAD 83(1999)-  25 45 41.62473(N)    080 36 48.35042(W) AD(       ) 1
 AJ7734  ELLIP H (12/12/02)  -21.820  (m)                       GP(       ) 4 1
 AJ7734  NAVD 88               2.59   (m)            8.5    (f) LEVELING    3  
 AJ7734
 AJ7734.Superseded values are not recommended for survey control.
 AJ7734
 AJ7734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7734.See file dsdata.pdf to determine how the superseded data were derived.
 AJ7734
 AJ7734_MARKER: DD = SURVEY DISK
 AJ7734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7734_STAMPING: BM/87/00/F18 RESET
 AJ7734_MARK LOGO: FLDT
 AJ7734_PROJECTION: FLUSH
 AJ7734_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7734+STABILITY: SURFACE MOTION
 AJ7734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7734+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ7734
 AJ7734  HISTORY     - Date     Condition        Report By
 AJ7734  HISTORY     - UNK      MONUMENTED       FLDT
 AJ7734  HISTORY     - 20011011 GOOD             LDBLS
 AJ7734  HISTORY     - 2002     GOOD             MAPTEC
 AJ7734
 AJ7734                          STATION DESCRIPTION
 AJ7734
 AJ7734'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7734'THE MARK IS ABOUT 130.3 KM (80.99 MI) SOUTHEAST OF NAPLES, ABOUT 31.3
 AJ7734'KM (19.45 MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP--
 AJ7734'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7734'
 AJ7734'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7734'TRAIL) AND THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST
 AJ7734'MIAMI), GO WEST ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO
 AJ7734'ITS INTERSECTION WITH STATE ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41
 AJ7734'19.3 KM (12.0 MI) TO THE JUNCTION WITH A PAVED ROAD LEADING NORTH TO
 AJ7734'WEIR STRUCTURE S333, GO NORTH ON THE PAVED ROAD (CROSSING A BRIDGE
 AJ7734'ADJACENT TO WEIR STRUCTURE S333) 0.1 KM (0.05 MI) TO THE JUNCTION WITH
 AJ7734'A ROADWAY WHICH RUNS BETWEEN A CANAL AND LEVEE, GO EAST ON THE ROADWAY
 AJ7734'6.1 KM (3.77 MI) TO THE MARK ON THE LEFT.
 AJ7734'
 AJ7734'THE MARK IS 158.74 M (520.8 FT) EAST OF QWEST COMMUNICATIONS BURIED
 AJ7734'FIBER OPTIC CABLE WARNING MARKER NUMBER 07424, 152.95 M (501.8 FT)
 AJ7734'EAST OF A WOOD UTILITY POLE, 61.66 M (202.3 FT) EAST OF A WOOD UTILITY
 AJ7734'POLE, 29.93 M (98.2 FT) WEST OF A WOOD UTILITY POLE, 12.19 M (40.0 FT)
 AJ7734'NORTH OF THE NORTH EDGE OF A CANAL, 3.05 M (10.0 FT) SOUTH OF THE
 AJ7734'SOUTH TOE OF A LEVEE, 2.38 M (7.8 FT) SOUTH OF OVERHEAD ELECTRIC
 AJ7734'LINES, AND 0.34 M (1.1 FT) SOUTH OF A METAL WITNESS POST. THE MARK IS
 AJ7734'A DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 AJ7734'LEVEL OF THE GROUND AND ABOUT 3.05 M (10.0 FT) BELOW THE TOP OF THE
 AJ7734'LEVEE.
 AJ7734
 AJ7734                          STATION RECOVERY (2002)
 AJ7734
 AJ7734'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7734'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7737 ***********************************************************************
 AJ7737  DESIGNATION -  87 00 F33 RESET
 AJ7737  PID         -  AJ7737
 AJ7737  STATE/COUNTY-  FL/MIAMI-DADE
 AJ7737  COUNTRY     -  US
 AJ7737  USGS QUAD   -  COOPERTOWN (2018)
 AJ7737
 AJ7737                         *CURRENT SURVEY CONTROL
 AJ7737  ______________________________________________________________________
 AJ7737* NAD 83(2011) POSITION- 25 45 41.67075(N) 080 33 54.33631(W)   ADJUSTED
 AJ7737* NAD 83(2011) ELLIP HT-   -22.120 (meters)        (06/27/12)   ADJUSTED
 AJ7737* NAD 83(2011) EPOCH   -  2010.00
 AJ7737* NAVD 88 ORTHO HEIGHT -     2.441 (meters)        8.01  (feet) ADJUSTED
 AJ7737  ______________________________________________________________________
 AJ7737  GEOID HEIGHT    -        -24.550 (meters)                     GEOID18
 AJ7737  NAD 83(2011) X  -    942,224.835 (meters)                     COMP
 AJ7737  NAD 83(2011) Y  - -5,670,078.418 (meters)                     COMP
 AJ7737  NAD 83(2011) Z  -  2,755,287.410 (meters)                     COMP
 AJ7737  LAPLACE CORR    -         -1.77  (seconds)                    DEFLEC18
 AJ7737  DYNAMIC HEIGHT  -          2.437 (meters)        8.00  (feet) COMP
 AJ7737  MODELED GRAVITY -    979,029.5   (mgal)                       NAVD 88
 AJ7737
 AJ7737  VERT ORDER      -  FIRST     CLASS II
 AJ7737
 AJ7737  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ7737  Standards:
 AJ7737         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ7737            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ7737  -------------------------------------------------------------------
 AJ7737  NETWORK    1.88   2.47           0.77   0.76   1.26     -0.20148832
 AJ7737  -------------------------------------------------------------------
 AJ7737  Click here for local accuracies and other accuracy information.
 AJ7737
 AJ7737.The horizontal coordinates were established by GPS observations
 AJ7737.and adjusted by the National Geodetic Survey in June 2012.
 AJ7737
 AJ7737.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ7737.been affixed to the stable North American tectonic plate. See 
 AJ7737.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ7737
 AJ7737.The horizontal coordinates are valid at the epoch date displayed above
 AJ7737.which is a decimal equivalence of Year/Month/Day.
 AJ7737
 AJ7737.The orthometric height was determined by differential leveling and
 AJ7737.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7737.in March 2002.
 AJ7737
 AJ7737.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7737.GEOID18 height accuracy estimate available here.
 AJ7737
 AJ7737.Click photographs - Photos may exist for this station.
 AJ7737
 AJ7737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7737
 AJ7737.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ7737
 AJ7737.The ellipsoidal height was determined by GPS observations
 AJ7737.and is referenced to NAD 83.
 AJ7737
 AJ7737.The dynamic height is computed by dividing the NAVD 88
 AJ7737.geopotential number by the normal gravity value computed on the
 AJ7737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7737.degrees latitude (g = 980.6199 gals.).
 AJ7737
 AJ7737.The modeled gravity was interpolated from observed gravity values.
 AJ7737
 AJ7737. The following values were computed from the NAD 83(2011) position.
 AJ7737
 AJ7737;                    North         East     Units Scale Factor Converg.
 AJ7737;SPC FL E     -   158,274.196   243,627.066   MT  0.99996467   +0 11 20.5
 AJ7737;SPC FL E     -   519,271.26    799,299.80   sFT  0.99996467   +0 11 20.5
 AJ7737;UTM  17      - 2,849,352.175   543,612.181   MT  0.99962349   +0 11 20.5
 AJ7737
 AJ7737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7737!SPC FL E     -   1.00000348  x   0.99996467  =   0.99996815
 AJ7737!UTM  17      -   1.00000348  x   0.99962349  =   0.99962696
 AJ7737
 AJ7737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ4361249352(NAD 83)
 AJ7737
 AJ7737                          SUPERSEDED SURVEY CONTROL
 AJ7737
 AJ7737  NAD 83(2007)-  25 45 41.67103(N)    080 33 54.33715(W) AD(2002.00) 0
 AJ7737  ELLIP H (02/10/07)  -22.088  (m)                       GP(2002.00)    
 AJ7737  NAD 83(1999)-  25 45 41.67097(N)    080 33 54.33692(W) AD(       ) 1
 AJ7737  ELLIP H (12/12/02)  -22.056  (m)                       GP(       ) 4 1
 AJ7737  NAVD 88               2.44   (m)            8.0    (f) LEVELING    3  
 AJ7737
 AJ7737.Superseded values are not recommended for survey control.
 AJ7737
 AJ7737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7737.See file dsdata.pdf to determine how the superseded data were derived.
 AJ7737
 AJ7737_MARKER: DD = SURVEY DISK
 AJ7737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7737_STAMPING: BM/87/00/F33 RESET
 AJ7737_MARK LOGO: FLDT
 AJ7737_PROJECTION: RECESSED 8 CENTIMETERS
 AJ7737_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7737+STABILITY: SURFACE MOTION
 AJ7737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7737+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ7737
 AJ7737  HISTORY     - Date     Condition        Report By
 AJ7737  HISTORY     - UNK      MONUMENTED       FLDT
 AJ7737  HISTORY     - 20011012 GOOD             LDBLS
 AJ7737  HISTORY     - 2002     GOOD             MAPTEC
 AJ7737
 AJ7737                          STATION DESCRIPTION
 AJ7737
 AJ7737'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7737'THE MARK IS ABOUT 135.2 KM (84.00 MI) SOUTHEAST OF NAPLES, ABOUT 26.5
 AJ7737'KM (16.44 MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP--
 AJ7737'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7737'
 AJ7737'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7737'TRAIL) AND THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST
 AJ7737'MIAMI), GO WEST ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO
 AJ7737'ITS INTERSECTION WITH STATE ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41
 AJ7737'2.1 KM (1.32 MI) TO THE JUNCTION WITH A PAVED ROAD LEADING NORTH TO
 AJ7737'WEIR STRUCTURE S344, GO NORTH ALONG THE PAVED ROAD (CROSSING A BRIDGE
 AJ7737'ADJACENT TO WEIR STRUCTURE S344) 0.1 KM (0.05 MI) TO THE JUNCTION WITH
 AJ7737'A ROADWAY BETWEEN A CANAL AND LEVEE, GO WEST ON THE ROADWAY BETWEEN
 AJ7737'CANAL AND LEVEE 6.3 KM (3.91 MI) TO THE MARK ON THE RIGHT.
 AJ7737'
 AJ7737'THE MARK IS 78.49 M (257.5 FT) EAST OF A WOOD UTILITY POLE, 72.48 M
 AJ7737'(237.8 FT) WEST OF QWEST COMMUNICATIONS BURIED FIBER OPTIC CABLE
 AJ7737'WARNING MARKER NUMBER 07733, 14.63 M (48.0 FT) NORTH OF THE NORTH EDGE
 AJ7737'OF A CANAL, 12.95 M (42.5 FT) WEST OF A WOOD UTILITY POLE, 3.96 M
 AJ7737'(13.0 FT) SOUTH OF THE SOUTH TOE OF A LEVEE, 1.83 M (6.0 FT) SOUTH OF
 AJ7737'OVERHEAD ELECTRIC LINES, AND 0.43 M (1.4 FT) SOUTH OF A METAL WITNESS
 AJ7737'POST. THE MARK IS A DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT
 AJ7737'RECESSED 8 CM (0.25 FT) BELOW THE LEVEL OF THE GROUND AND ABOUT 2.44 M
 AJ7737'(8.0 FT) BELOW THE TOP OF THE LEVEE.
 AJ7737
 AJ7737                          STATION RECOVERY (2002)
 AJ7737
 AJ7737'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7737'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7739 ***********************************************************************
 AJ7739  DESIGNATION -  87 00 F44 RESET
 AJ7739  PID         -  AJ7739
 AJ7739  STATE/COUNTY-  FL/MIAMI-DADE
 AJ7739  COUNTRY     -  US
 AJ7739  USGS QUAD   -  COOPERTOWN (2018)
 AJ7739
 AJ7739                         *CURRENT SURVEY CONTROL
 AJ7739  ______________________________________________________________________
 AJ7739* NAD 83(2011) POSITION- 25 45 41.83142(N) 080 31 56.13945(W)   NO CHECK
 AJ7739* NAD 83(2011) ELLIP HT-   -22.273 (meters)        (06/27/12)   NO CHECK
 AJ7739* NAD 83(2011) EPOCH   -  2010.00
 AJ7739* NAVD 88 ORTHO HEIGHT -     2.352 (meters)        7.72  (feet) ADJUSTED
 AJ7739  ______________________________________________________________________
 AJ7739  GEOID HEIGHT    -        -24.611 (meters)                     GEOID18
 AJ7739  NAD 83(2011) X  -    945,473.455 (meters)                     COMP
 AJ7739  NAD 83(2011) Y  - -5,669,535.304 (meters)                     COMP
 AJ7739  NAD 83(2011) Z  -  2,755,291.797 (meters)                     COMP
 AJ7739  LAPLACE CORR    -         -1.93  (seconds)                    DEFLEC18
 AJ7739  DYNAMIC HEIGHT  -          2.348 (meters)        7.70  (feet) COMP
 AJ7739  MODELED GRAVITY -    979,029.6   (mgal)                       NAVD 88
 AJ7739
 AJ7739  VERT ORDER      -  FIRST     CLASS II
 AJ7739
 AJ7739  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ7739  Standards:
 AJ7739         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ7739            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ7739  -------------------------------------------------------------------
 AJ7739  NETWORK    2.44   3.70           1.04   0.95   1.89     -0.11382285
 AJ7739  -------------------------------------------------------------------
 AJ7739  Click here for local accuracies and other accuracy information.
 AJ7739
 AJ7739.The horizontal coordinates were established by GPS observations
 AJ7739.and adjusted by the National Geodetic Survey in June 2012.
 AJ7739
 AJ7739.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ7739.been affixed to the stable North American tectonic plate. See 
 AJ7739.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ7739
 AJ7739.The horizontal coordinates are valid at the epoch date displayed above
 AJ7739.which is a decimal equivalence of Year/Month/Day.
 AJ7739
 AJ7739.No horizontal observational check was made to the station.
 AJ7739
 AJ7739.The orthometric height was determined by differential leveling and
 AJ7739.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7739.in March 2002.
 AJ7739
 AJ7739.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7739.GEOID18 height accuracy estimate available here.
 AJ7739
 AJ7739.Click photographs - Photos may exist for this station.
 AJ7739
 AJ7739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7739
 AJ7739.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ7739
 AJ7739.The ellipsoidal height was determined by GPS observations
 AJ7739.and is referenced to NAD 83.
 AJ7739
 AJ7739.The dynamic height is computed by dividing the NAVD 88
 AJ7739.geopotential number by the normal gravity value computed on the
 AJ7739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7739.degrees latitude (g = 980.6199 gals.).
 AJ7739
 AJ7739.The modeled gravity was interpolated from observed gravity values.
 AJ7739
 AJ7739. The following values were computed from the NAD 83(2011) position.
 AJ7739
 AJ7739;                    North         East     Units Scale Factor Converg.
 AJ7739;SPC FL E     -   158,290.417   246,920.637   MT  0.99996835   +0 12 11.9
 AJ7739;SPC FL E     -   519,324.48    810,105.46   sFT  0.99996835   +0 12 11.9
 AJ7739;UTM  17      - 2,849,368.390   546,904.628   MT  0.99962716   +0 12 11.9
 AJ7739
 AJ7739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7739!SPC FL E     -   1.00000350  x   0.99996835  =   0.99997185
 AJ7739!UTM  17      -   1.00000350  x   0.99962716  =   0.99963066
 AJ7739
 AJ7739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ4690449368(NAD 83)
 AJ7739
 AJ7739                          SUPERSEDED SURVEY CONTROL
 AJ7739
 AJ7739  NAD 83(2007)-  25 45 41.83177(N)    080 31 56.14044(W) AD(2002.00) 0
 AJ7739  ELLIP H (02/10/07)  -22.234  (m)                       GP(2002.00)    
 AJ7739  NAD 83(1999)-  25 45 41.83143(N)    080 31 56.14019(W) AD(       ) 1
 AJ7739  ELLIP H (12/12/02)  -22.203  (m)                       GP(       ) 4 1
 AJ7739  NAVD 88               2.35   (m)            7.7    (f) LEVELING    3  
 AJ7739
 AJ7739.Superseded values are not recommended for survey control.
 AJ7739
 AJ7739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7739.See file dsdata.pdf to determine how the superseded data were derived.
 AJ7739
 AJ7739_MARKER: DD = SURVEY DISK
 AJ7739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7739_STAMPING: BM/87/00/F44 RESET
 AJ7739_MARK LOGO: FLDT
 AJ7739_PROJECTION: FLUSH
 AJ7739_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7739+STABILITY: SURFACE MOTION
 AJ7739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7739+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ7739
 AJ7739  HISTORY     - Date     Condition        Report By
 AJ7739  HISTORY     - UNK      MONUMENTED       FLDT
 AJ7739  HISTORY     - 20011012 GOOD             LDBLS
 AJ7739  HISTORY     - 2002     GOOD             MAPTEC
 AJ7739
 AJ7739                          STATION DESCRIPTION
 AJ7739
 AJ7739'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7739'THE MARK IS ABOUT 138.5 KM (86.05 MI) SOUTHEAST OF NAPLES, ABOUT 23.2
 AJ7739'KM (14.39 MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP--
 AJ7739'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7739'
 AJ7739'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7739'TRAIL) AND THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST
 AJ7739'MIAMI), GO WEST ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO
 AJ7739'ITS INTERSECTION WITH STATE ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41
 AJ7739'2.1 KM (1.32 MI) TO THE JUNCTION WITH A PAVED ROAD LEADING NORTH TO
 AJ7739'WEIR STRUCTURE S344, GO NORTH ALONG THE PAVED ROAD (CROSSING A BRIDGE
 AJ7739'ADJACENT TO WEIR STRUCTURE S344) 0.1 KM (0.05 MI) TO THE JUNCTION WITH
 AJ7739'A ROADWAY BETWEEN A CANAL AND LEVEE, GO WEST ON THE ROADWAY BETWEEN
 AJ7739'CANAL AND LEVEE 3.0 KM (1.86 MI) TO THE MARK ON THE RIGHT.
 AJ7739'
 AJ7739'THE MARK IS 79.86 M (262.0 FT) EAST OF A WOOD UTILITY POLE, 61.57 M
 AJ7739'(202.0 FT) WEST OF A QWEST COMMUNICATIONS BURIED FIBER OPTIC CABLE
 AJ7739'WARNING MARKER NUMBER 07935, 15.85 M (52.0 FT) NORTH OF THE NORTH EDGE
 AJ7739'OF A CANAL, 11.84 M (37.2 FT) WEST OF A WOOD UTILITY POLE, 1.23 M
 AJ7739'(4.0 FT) SOUTH OF THE SOUTH TOE OF A LEVEE, AND 0.30 M (1.0 FT) SOUTH
 AJ7739'OF A METAL WITNESS POLE. THE MARK IS A DISK SET FLUSH IN THE TOP OF A
 AJ7739'CONCRETE MONUMENT RECESSED 2 CM (0.08 FT) BELOW THE LEVEL OF THE
 AJ7739'GROUND AND ABOUT 3.05 M (10.0 FT) BELOW THE TOP OF THE LEVEE.
 AJ7739
 AJ7739                          STATION RECOVERY (2002)
 AJ7739
 AJ7739'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7739'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4845 ***********************************************************************
 AC4845  DESIGNATION -  87 88 A 14
 AC4845  PID         -  AC4845
 AC4845  STATE/COUNTY-  FL/MIAMI-DADE
 AC4845  COUNTRY     -  US
 AC4845  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC4845
 AC4845                         *CURRENT SURVEY CONTROL
 AC4845  ______________________________________________________________________
 AC4845* NAD 83(2011) POSITION- 25 14 25.63708(N) 080 26 03.62215(W)   ADJUSTED
 AC4845* NAD 83(2011) ELLIP HT-   -23.585 (meters)        (06/27/12)   ADJUSTED
 AC4845* NAD 83(2011) EPOCH   -  2010.00
 AC4845* NAVD 88 ORTHO HEIGHT -     0.9   (meters)        3.    (feet) GPS OBS
 AC4845  ______________________________________________________________________
 AC4845  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AC4845  GEOID HEIGHT    -        -25.910 (meters)                     GEOID93
 AC4845  GEOID HEIGHT    -        -24.486 (meters)                     GEOID18
 AC4845  NAD 83(2011) X  -    959,291.965 (meters)                     COMP
 AC4845  NAD 83(2011) Y  - -5,692,420.665 (meters)                     COMP
 AC4845  NAD 83(2011) Z  -  2,703,181.397 (meters)                     COMP
 AC4845  LAPLACE CORR    -         -2.89  (seconds)                    DEFLEC18
 AC4845
 AC4845  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC4845  Standards:
 AC4845         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC4845            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC4845  -------------------------------------------------------------------
 AC4845  NETWORK    1.30   3.06           0.55   0.51   1.56      0.09791292
 AC4845  -------------------------------------------------------------------
 AC4845  Click here for local accuracies and other accuracy information.
 AC4845
 AC4845.The horizontal coordinates were established by GPS observations
 AC4845.and adjusted by the National Geodetic Survey in June 2012.
 AC4845
 AC4845.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC4845.been affixed to the stable North American tectonic plate. See 
 AC4845.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC4845
 AC4845.The horizontal coordinates are valid at the epoch date displayed above
 AC4845.which is a decimal equivalence of Year/Month/Day.
 AC4845
 AC4845.The orthometric height was determined by GPS observations and a
 AC4845.high-resolution geoid model.
 AC4845
 AC4845.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4845.GEOID18 height accuracy estimate available here.
 AC4845
 AC4845.Click photographs - Photos may exist for this station.
 AC4845
 AC4845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4845
 AC4845.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC4845
 AC4845.The ellipsoidal height was determined by GPS observations
 AC4845.and is referenced to NAD 83.
 AC4845
 AC4845. The following values were computed from the NAD 83(2011) position.
 AC4845
 AC4845;                    North         East     Units Scale Factor Converg.
 AC4845;SPC FL E     -   100,595.652   256,989.085   MT  0.99998127   +0 14 28.4
 AC4845;SPC FL E     -   330,037.57    843,138.36   sFT  0.99998127   +0 14 28.4
 AC4845;UTM  17      - 2,791,693.310   556,969.640   MT  0.99964008   +0 14 28.4
 AC4845
 AC4845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4845!SPC FL E     -   1.00000371  x   0.99998127  =   0.99998498
 AC4845!UTM  17      -   1.00000371  x   0.99964008  =   0.99964378
 AC4845
 AC4845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5696991693(NAD 83)
 AC4845
 AC4845                          SUPERSEDED SURVEY CONTROL
 AC4845
 AC4845  NAD 83(2007)-  25 14 25.63706(N)    080 26 03.62263(W) AD(2002.00) 0
 AC4845  ELLIP H (02/10/07)  -23.567  (m)                       GP(2002.00)    
 AC4845  NAD 83(1999)-  25 14 25.63799(N)    080 26 03.62243(W) AD(       ) 1
 AC4845  ELLIP H (06/19/01)  -23.597  (m)                       GP(       ) 4 1
 AC4845  NAD 83(1990)-  25 14 25.63721(N)    080 26 03.62260(W) AD(       ) 1
 AC4845  ELLIP H (12/14/93)  -23.557  (m)                       GP(       ) 4 1
 AC4845
 AC4845.Superseded values are not recommended for survey control.
 AC4845
 AC4845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4845.See file dsdata.pdf to determine how the superseded data were derived.
 AC4845
 AC4845_MARKER: DD = SURVEY DISK
 AC4845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4845_STAMPING: 87-88-A-14
 AC4845_MARK LOGO: FLDT
 AC4845_PROJECTION: FLUSH
 AC4845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4845+STABILITY: SURFACE MOTION
 AC4845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4845+SATELLITE: SATELLITE OBSERVATIONS - February 10, 1993
 AC4845
 AC4845  HISTORY     - Date     Condition        Report By
 AC4845  HISTORY     - 1993     MONUMENTED       FLDT
 AC4845  HISTORY     - 19930210 GOOD             KEISCH
 AC4845  HISTORY     - 20180627 MARK NOT FOUND   FLDEP
 AC4845
 AC4845                          STATION DESCRIPTION
 AC4845
 AC4845'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1993
 AC4845'THE STATION LIES ABOUT 14.5 MI (23.3 KM) SOUTHEAST OF FLORIDA CITY AND
 AC4845'8.5 MI (13.7 KM) NORTHWEST OF THE CITY OF KEY LARGO IN THE EAST
 AC4845'RIGHT-OF-WAY OF U.S. 1 IN SECTION 33, TOWNSHIP 59 SOUTH, RANGE 39
 AC4845'EAST, DADE COUNTY, FLORIDA.
 AC4845'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 905 AND U.S. 1,
 AC4845'NORTHEAST OF THE CITY OF KEY LARGO, GO NORTHWEST AND THEN NORTH ON
 AC4845'U.S. 1 FOR 6.45 MI (10.38 KM) INTO DADE COUNTY TO THE STATION ON THE
 AC4845'RIGHT. THE STATION LIES 734 FT (223.7 M) NORTH OF MILE MARKER 113,
 AC4845'113.7 FT (34.7 M) NORTH OF A H-FRAME POWER POLE (NO 18 232A2), 1.2 FT
 AC4845'(0.4 M) EAST OF THE EAST EDGE OF PAVEMENT, AND 9 FT (2.7 M) WEST OF A
 AC4845'CARSONITE WITNESS POST.
 AC4845'THE STATION IS A FLORIDA DEPARTMENT OF TRANSPORTATION SURVEY DISC SET
 AC4845'IN A CONCRETE MONUMENTSET FLUSH WITH THE GROUND STAMPED 87-88-A-14.
 AC4845'REFERENCES--
 AC4845'KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVEMENT, MAGNETIC
 AC4845'AZIMUTH OF 209 DEGREES AT 8.15 FT (2.48 M).
 AC4845'KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVEMENT, MAGNETIC
 AC4845'AZIMUTH OF 310 DEGREES AT 7.68 FT (2.34 M).
 AC4845'SET IRON ROD WITH KEITH AND SCHNARS REFERENCE CAP, MAGNETIC AZIMUTH OF
 AC4845'45 DEGREES AT 11.50 FT (3.51 M).
 AC4845'KEITH AND SCHNARS NAIL AND DISC, SET IN WEST FACE OF THE WEST POLE OF
 AC4845'AN H-FRAME POWER POLE (NO 18 232A2), MAGNETIC AZIMUTH OF 159 DEGREES
 AC4845'AT 113.75 FT (34.67 M).
 AC4845'SET CARSONITE WITNESS POST, MAGNETIC AZIMUTH OF 82 DEGREES AT 9.0 FT
 AC4845'(2.7 M).
 AC4845
 AC4845                          STATION RECOVERY (2018)
 AC4845
 AC4845'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (JRH)
 AC4845'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4846 ***********************************************************************
 AC4846  DESIGNATION -  87 88 A 19
 AC4846  PID         -  AC4846
 AC4846  STATE/COUNTY-  FL/MIAMI-DADE
 AC4846  COUNTRY     -  US
 AC4846  USGS QUAD   -  GLADES (2018)
 AC4846
 AC4846                         *CURRENT SURVEY CONTROL
 AC4846  ______________________________________________________________________
 AC4846* NAD 83(2011) POSITION- 25 17 19.68337(N) 080 26 41.46082(W)   ADJUSTED
 AC4846* NAD 83(2011) ELLIP HT-   -20.871 (meters)        (06/27/12)   ADJUSTED
 AC4846* NAD 83(2011) EPOCH   -  2010.00
 AC4846* NAVD 88 ORTHO HEIGHT -     3.7   (meters)       12.    (feet) GPS OBS
 AC4846  ______________________________________________________________________
 AC4846  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AC4846  GEOID HEIGHT    -        -25.980 (meters)                     GEOID93
 AC4846  GEOID HEIGHT    -        -24.565 (meters)                     GEOID18
 AC4846  NAD 83(2011) X  -    957,868.667 (meters)                     COMP
 AC4846  NAD 83(2011) Y  - -5,690,344.905 (meters)                     COMP
 AC4846  NAD 83(2011) Z  -  2,708,025.890 (meters)                     COMP
 AC4846  LAPLACE CORR    -         -2.97  (seconds)                    DEFLEC18
 AC4846
 AC4846  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC4846  Standards:
 AC4846         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC4846            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC4846  -------------------------------------------------------------------
 AC4846  NETWORK    1.67   3.51           0.67   0.69   1.79      0.14259513
 AC4846  -------------------------------------------------------------------
 AC4846  Click here for local accuracies and other accuracy information.
 AC4846
 AC4846.The horizontal coordinates were established by GPS observations
 AC4846.and adjusted by the National Geodetic Survey in June 2012.
 AC4846
 AC4846.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC4846.been affixed to the stable North American tectonic plate. See 
 AC4846.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC4846
 AC4846.The horizontal coordinates are valid at the epoch date displayed above
 AC4846.which is a decimal equivalence of Year/Month/Day.
 AC4846
 AC4846.The orthometric height was determined by GPS observations and a
 AC4846.high-resolution geoid model.
 AC4846
 AC4846.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4846.GEOID18 height accuracy estimate available here.
 AC4846
 AC4846.Click photographs - Photos may exist for this station.
 AC4846
 AC4846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4846
 AC4846.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC4846
 AC4846.The ellipsoidal height was determined by GPS observations
 AC4846.and is referenced to NAD 83.
 AC4846
 AC4846. The following values were computed from the NAD 83(2011) position.
 AC4846
 AC4846;                    North         East     Units Scale Factor Converg.
 AC4846;SPC FL E     -   105,946.719   255,907.981   MT  0.99997976   +0 14 13.8
 AC4846;SPC FL E     -   347,593.53    839,591.43   sFT  0.99997976   +0 14 13.8
 AC4846;UTM  17      - 2,797,042.552   555,888.906   MT  0.99963857   +0 14 13.8
 AC4846
 AC4846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4846!SPC FL E     -   1.00000328  x   0.99997976  =   0.99998304
 AC4846!UTM  17      -   1.00000328  x   0.99963857  =   0.99964185
 AC4846
 AC4846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5588897042(NAD 83)
 AC4846
 AC4846                          SUPERSEDED SURVEY CONTROL
 AC4846
 AC4846  NAD 83(2007)-  25 17 19.68327(N)    080 26 41.46134(W) AD(2002.00) 0
 AC4846  ELLIP H (02/10/07)  -20.852  (m)                       GP(2002.00)    
 AC4846  NAD 83(1999)-  25 17 19.68453(N)    080 26 41.46121(W) AD(       ) 1
 AC4846  ELLIP H (06/19/01)  -20.886  (m)                       GP(       ) 4 1
 AC4846  NAD 83(1990)-  25 17 19.68374(N)    080 26 41.46113(W) AD(       ) 1
 AC4846  ELLIP H (12/14/93)  -20.837  (m)                       GP(       ) 4 1
 AC4846
 AC4846.Superseded values are not recommended for survey control.
 AC4846
 AC4846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4846.See file dsdata.pdf to determine how the superseded data were derived.
 AC4846
 AC4846_MARKER: DD = SURVEY DISK
 AC4846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC4846_STAMPING: 87-88-A-19
 AC4846_MARK LOGO: FLDT
 AC4846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4846+STABILITY: SURFACE MOTION
 AC4846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4846+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2007
 AC4846
 AC4846  HISTORY     - Date     Condition        Report By
 AC4846  HISTORY     - 1993     MONUMENTED       FLDT
 AC4846  HISTORY     - 19930210 GOOD             KEISCH
 AC4846  HISTORY     - 20071003 GOOD             DEGROV
 AC4846  HISTORY     - 20180627 MARK NOT FOUND   FLDEP
 AC4846
 AC4846                          STATION DESCRIPTION
 AC4846
 AC4846'DESCRIBED BY KEITH AND SCHNARS - LAKELAND 1993
 AC4846'THE STATION IS LOCATED ABOUT 11.5 MI (18.5 KM) SOUTHEST OF FLORIDA
 AC4846'CITY AND 11 MI (17.7 KM) NORTHWEST OF THE CITY OF KEY LARGO IN THE
 AC4846'WEST RIGHT-OF-WAY OF U.S. 1 IN SECTION 17, TOWNSHIP 59 SOUTH, RANGE
 AC4846'39 EAST, DADE COUNTY, FLORIDA.
 AC4846'TO REACH THE STATION FROM THE INTERSECTION OF C.R. 905 AND U.S. 1,
 AC4846'SOUTH OF FLORIDA CITY, GO SOUTH ON U.S. 1 FOR 9.85 MI (15.85 KM) TO
 AC4846'THE SOUTH END OF THE BRIDGE OVER CANAL C-111 AND THE STATION ON THE
 AC4846'LEFT. THE STATION LIES 250 FT (76.2 M) SOUTH OF THE CENTER OF THE
 AC4846'BRIDGE, 15.2 FT (4.6 M) WEST OF THE CENTERLINE OF U.S. 1, AND 9.1 FT
 AC4846'(2.8 M) EAST OF A CARSONITE WITNESS POST.
 AC4846'REFERENCES--
 AC4846'X-CUT, SET IN THE TOP OF A CONCRETE CURB, MAGNETIC AZIMUTH OF 210
 AC4846'DEGREES AT 10.89 FT (3.32 M).
 AC4846'X-CUT, SET IN THE TOP OF A CONCRETE CURB, MAGNETIC AZIMUTH OF 312
 AC4846'DEGREES AT 10.11 FT (3.08 M).
 AC4846'KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVMENT, MAGNETIC
 AC4846'AZIMUTH OF 02 DEGREES AT 24.07 FT (7.34 M).
 AC4846'KEITH AND SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVMENT, MAGNETC
 AC4846'AZIMUTH OF 158 DEGREES AT 16.17 FT (4.93 M).
 AC4846'FOUND METAL WITNESS POST, 8.1 FT (2.5 M) EAST.
 AC4846'SET CARSONITE WITNESS POST, MAGNETIC AZIMUTH OF 278 DEGREES AT 8.1 FT
 AC4846'(2.5 M).
 AC4846
 AC4846                          STATION RECOVERY (2007)
 AC4846
 AC4846'RECOVERY NOTE BY DEGROVE SURVEYORS INCORPORATED 2007
 AC4846'RECOVERED AS DESCRIBED
 AC4846
 AC4846                          STATION RECOVERY (2018)
 AC4846
 AC4846'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (JRH)
 AC4846'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH2283 ***********************************************************************
 AH2283  DESIGNATION -  87 88 F15
 AH2283  PID         -  AH2283
 AH2283  STATE/COUNTY-  FL/MIAMI-DADE
 AH2283  COUNTRY     -  US
 AH2283  USGS QUAD   -  OPA-LOCKA (2018)
 AH2283
 AH2283                         *CURRENT SURVEY CONTROL
 AH2283  ______________________________________________________________________
 AH2283* NAD 83(1986) POSITION- 25 57 24.0    (N) 080 21 32.3    (W)   HD_HELD2
 AH2283* NAVD 88 ORTHO HEIGHT -     1.065 (meters)        3.49  (feet) ADJUSTED
 AH2283  ______________________________________________________________________
 AH2283  GEOID HEIGHT    -        -25.009 (meters)                     GEOID18
 AH2283  DYNAMIC HEIGHT  -          1.063 (meters)        3.49  (feet) COMP
 AH2283  MODELED GRAVITY -    979,048.7   (mgal)                       NAVD 88
 AH2283
 AH2283  VERT ORDER      -  SECOND    CLASS II
 AH2283
 AH2283.The horizontal coordinates were established by autonomous hand held GPS
 AH2283.observations and have an estimated accuracy of +/- 10 meters.
 AH2283
 AH2283.The orthometric height was determined by differential leveling and
 AH2283.adjusted by the NATIONAL GEODETIC SURVEY
 AH2283.in December 2001.
 AH2283
 AH2283.No vertical observational check was made to the station.
 AH2283
 AH2283.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH2283.GEOID18 height accuracy estimate available here.
 AH2283
 AH2283.Click photographs - Photos may exist for this station.
 AH2283
 AH2283.The dynamic height is computed by dividing the NAVD 88
 AH2283.geopotential number by the normal gravity value computed on the
 AH2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH2283.degrees latitude (g = 980.6199 gals.).
 AH2283
 AH2283.The modeled gravity was interpolated from observed gravity values.
 AH2283
 AH2283;                    North         East    Units  Estimated Accuracy
 AH2283;SPC FL E     -   179,972.      264,199.      MT  (+/- 10 meters HH2 GPS)
 AH2283
 AH2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6417671042(NAD 83)
 AH2283
 AH2283                          SUPERSEDED SURVEY CONTROL
 AH2283
 AH2283.No superseded survey control is available for this station.
 AH2283
 AH2283_MARKER: DD = SURVEY DISK
 AH2283_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AH2283_STAMPING: 87 88 F15
 AH2283_MARK LOGO: FLDT
 AH2283_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH2283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH2283
 AH2283  HISTORY     - Date     Condition        Report By
 AH2283  HISTORY     - 1988     MONUMENTED       FLDT
 AH2283  HISTORY     - 19951101 GOOD             FLDT
 AH2283  HISTORY     - 20090722 MARK NOT FOUND   DCPW
 AH2283
 AH2283                          STATION DESCRIPTION
 AH2283
 AH2283'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1995 (CDM)
 AH2283'THE STATION IS LOCATED APPROXIMATELY 17.5 MILES (28.2 KM) SOUTHWEST OF
 AH2283'FORT LAUDERDALE AND AT THE BROWARD-DADE COUNTY LINE, ALONG INTERSTATE
 AH2283'HIGHWAY 75, NEAR THE SNAKE CREEK CANAL C9 BRIDGES. TO REACH THE
 AH2283'STATION FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND INTERSTATE
 AH2283'HIGHWAY 75 (ALLIGATOR ALLEY), GO EAST ON INTERSTATE HIGHWAY 75 FOR
 AH2283'6.05 MILES (9.74 KM) TO THE POINT WHERE INTERSTATE HIGHWAY 75 TURNS
 AH2283'SOUTH AND INTERSTATE HIGHWAY 595 CONTINUES EAST, CONTINUE SOUTH ON
 AH2283'INTERSTATE HIGHWAY 75 FOR 4.25 MILES (6.84 KM) TO THE GRIFFIN ROAD
 AH2283'(STATE ROAD 818) OVERPASS, CONTINUE SOUTH ON INTERSTATE HIGHWAY 75 FOR
 AH2283'7.5 MILES (12.1 KM) TO THE BROWARD-DADE COUNTY LINE AND THE BRIDGES
 AH2283'OVER SNAKE CREEK CANAL C9, FROM THIS POINT CONTINUE WEST ALONG THE
 AH2283'SOUTH SIDE OF THE CANAL FOR 0.5 MILE (0.8 KM) AND THE MARK, SET IN THE
 AH2283'TOP OF A CORAL ROCK OUTCROP. THE MARK CAN ALSO BE REACHED FROM THE
 AH2283'INTERSECTION OF U.S. HIGHWAY 27 AND STATE ROAD 820 (HOLLYWOOD
 AH2283'BOULEVARD) IN BROWARD COUNTY, GO SOUTH ON U.S. HIGHWAY 27 FOR 3.4
 AH2283'MILES (5.5 KM) TO BRIDGE OVER SNAKE CREEK CANAL C9, GO EAST ALONG THE
 AH2283'DIRT/CORAL ROAD ON THE SOUTH SIDE OF THE CANAL FOR 4.4 MILES (7.1 KM)
 AH2283'AND THE MARK. IT IS LOCATED 15.0 FEET (4.6 M) NORTH OF APPROXIMATE
 AH2283'CENTER OF THE DIRT/CORAL ROAD, 8.0 FEET (2.4 M) SOUTH OF THE SOUTH
 AH2283'EDGE OF THE CANAL AND 1.9 FEET (0.6 M) SOUTH OF A METAL WITNESS POST.
 AH2283
 AH2283                          STATION RECOVERY (2009)
 AH2283
 AH2283'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 2009 (LER)
 AH2283'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7735 ***********************************************************************
 AJ7735  DESIGNATION -  87 88 F19
 AJ7735  PID         -  AJ7735
 AJ7735  STATE/COUNTY-  FL/MIAMI-DADE
 AJ7735  COUNTRY     -  US
 AJ7735  USGS QUAD   -  COOPERTOWN (2018)
 AJ7735
 AJ7735                         *CURRENT SURVEY CONTROL
 AJ7735  ______________________________________________________________________
 AJ7735* NAD 83(2011) POSITION- 25 45 41.69452(N) 080 36 27.28620(W)   ADJUSTED
 AJ7735* NAD 83(2011) ELLIP HT-   -21.779 (meters)        (06/27/12)   ADJUSTED
 AJ7735* NAD 83(2011) EPOCH   -  2010.00
 AJ7735* NAVD 88 ORTHO HEIGHT -     2.712 (meters)        8.90  (feet) ADJUSTED
 AJ7735  ______________________________________________________________________
 AJ7735  GEOID HEIGHT    -        -24.476 (meters)                     GEOID18
 AJ7735  NAD 83(2011) X  -    938,020.087 (meters)                     COMP
 AJ7735  NAD 83(2011) Y  - -5,670,775.529 (meters)                     COMP
 AJ7735  NAD 83(2011) Z  -  2,755,288.217 (meters)                     COMP
 AJ7735  LAPLACE CORR    -         -1.69  (seconds)                    DEFLEC18
 AJ7735  DYNAMIC HEIGHT  -          2.708 (meters)        8.88  (feet) COMP
 AJ7735  MODELED GRAVITY -    979,029.6   (mgal)                       NAVD 88
 AJ7735
 AJ7735  VERT ORDER      -  FIRST     CLASS II
 AJ7735
 AJ7735  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ7735  Standards:
 AJ7735         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ7735            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ7735  -------------------------------------------------------------------
 AJ7735  NETWORK    1.94   2.88           0.79   0.80   1.47     -0.08448516
 AJ7735  -------------------------------------------------------------------
 AJ7735  Click here for local accuracies and other accuracy information.
 AJ7735
 AJ7735.The horizontal coordinates were established by GPS observations
 AJ7735.and adjusted by the National Geodetic Survey in June 2012.
 AJ7735
 AJ7735.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ7735.been affixed to the stable North American tectonic plate. See 
 AJ7735.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ7735
 AJ7735.The horizontal coordinates are valid at the epoch date displayed above
 AJ7735.which is a decimal equivalence of Year/Month/Day.
 AJ7735
 AJ7735.The orthometric height was determined by differential leveling and
 AJ7735.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7735.in March 2002.
 AJ7735
 AJ7735.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7735.GEOID18 height accuracy estimate available here.
 AJ7735
 AJ7735.Click photographs - Photos may exist for this station.
 AJ7735
 AJ7735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7735
 AJ7735.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ7735
 AJ7735.The ellipsoidal height was determined by GPS observations
 AJ7735.and is referenced to NAD 83.
 AJ7735
 AJ7735.The dynamic height is computed by dividing the NAVD 88
 AJ7735.geopotential number by the normal gravity value computed on the
 AJ7735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7735.degrees latitude (g = 980.6199 gals.).
 AJ7735
 AJ7735.The modeled gravity was interpolated from observed gravity values.
 AJ7735
 AJ7735. The following values were computed from the NAD 83(2011) position.
 AJ7735
 AJ7735;                    North         East     Units Scale Factor Converg.
 AJ7735;SPC FL E     -   158,261.554   239,365.086   MT  0.99996030   +0 10 14.0
 AJ7735;SPC FL E     -   519,229.78    785,316.95   sFT  0.99996030   +0 10 14.0
 AJ7735;UTM  17      - 2,849,339.537   539,351.655   MT  0.99961912   +0 10 14.0
 AJ7735
 AJ7735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7735!SPC FL E     -   1.00000342  x   0.99996030  =   0.99996372
 AJ7735!UTM  17      -   1.00000342  x   0.99961912  =   0.99962254
 AJ7735
 AJ7735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3935149339(NAD 83)
 AJ7735
 AJ7735                          SUPERSEDED SURVEY CONTROL
 AJ7735
 AJ7735  NAD 83(2007)-  25 45 41.69478(N)    080 36 27.28701(W) AD(2002.00) 0
 AJ7735  ELLIP H (02/10/07)  -21.748  (m)                       GP(2002.00)    
 AJ7735  NAD 83(1999)-  25 45 41.69477(N)    080 36 27.28679(W) AD(       ) 1
 AJ7735  ELLIP H (12/12/02)  -21.715  (m)                       GP(       ) 4 1
 AJ7735  NAVD 88               2.71   (m)            8.9    (f) LEVELING    3  
 AJ7735
 AJ7735.Superseded values are not recommended for survey control.
 AJ7735
 AJ7735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7735.See file dsdata.pdf to determine how the superseded data were derived.
 AJ7735
 AJ7735_MARKER: DD = SURVEY DISK
 AJ7735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7735_STAMPING: BM/87/88 F19
 AJ7735_MARK LOGO: FLDT
 AJ7735_PROJECTION: RECESSED 5 CENTIMETERS
 AJ7735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7735+STABILITY: SURFACE MOTION
 AJ7735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7735+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2025
 AJ7735
 AJ7735  HISTORY     - Date     Condition        Report By
 AJ7735  HISTORY     - UNK      MONUMENTED       FLDT
 AJ7735  HISTORY     - 20011011 GOOD             LDBLS
 AJ7735  HISTORY     - 2002     GOOD             MAPTEC
 AJ7735  HISTORY     - 20250624 GOOD             WSMI
 AJ7735
 AJ7735                          STATION DESCRIPTION
 AJ7735
 AJ7735'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7735'THE MARK IS ABOUT 130.9 KM (81.36 MI) SOUTHEAST OF NAPLES, ABOUT 30.7
 AJ7735'KM (19.08 MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP--
 AJ7735'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7735'
 AJ7735'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7735'TRAIL) AND THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST
 AJ7735'MIAMI), GO WEST ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO
 AJ7735'ITS INTERSECTION WITH STATE ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41
 AJ7735'19.3 KM (12.0 MI) TO THE JUNCTION WITH A PAVED ROAD LEADING NORTH TO
 AJ7735'WEIR STRUCTURE S333, GO NORTH ON THE PAVED ROAD (CROSSING A BRIDGE
 AJ7735'ADJACENT TO WEIR STRUCTURE S333) 0.1 KM (0.05 MI) TO THE JUNCTION WITH
 AJ7735'A ROADWAY WHICH RUNS BETWEEN A CANAL AND LEVEE, GO EAST ON THE ROADWAY
 AJ7735'6.1 KM (4.14 MI) TO THE MARK ON THE LEFT.
 AJ7735'
 AJ7735'THE MARK IS 117.41 M (385.2 FT) WEST OF QWEST COMMUNICATIONS BURIED
 AJ7735'FIBER OPTIC CABLE WARNING MARKER NUMBER 07424, 82.69 M (271.3 FT) WEST
 AJ7735'OF A WOOD UTILITY POLE, 14.94 M (49.0 FT) EAST OF (PARALLEL WITH
 AJ7735'LEVEE) THE EAST END OF A CONCRETE ENDWALL WHICH PARALELLS U.S. HIGHWAY
 AJ7735'41 ON THE SOUTH EDGE OF THE CANAL, 8.38 M (27.5 FT) EAST OF A WOOD
 AJ7735'UTILITY POLE, 1.52 M (5.0 FT) SOUTH OF THE SOUTH TOE OF A LEVEE, 0.52
 AJ7735'M (1.7 FT) SOUTH OF OVERHEAD ELECTRIC LINES, AND 0.30 M (1.0 FT) SOUTH
 AJ7735'OF A METAL WITNESS POST. THE MARK IS A DISK SET FLUSH IN THE TOP OF A
 AJ7735'CONCRETE MONUMENT RECESSED 5 CM (0.17 FT) BELOW LEVEL OF THE GROUND
 AJ7735'AND ABOUT 3.66 M (12.0 FT) BELOW THE TOP OF THE LEVEE.
 AJ7735
 AJ7735                          STATION RECOVERY (2002)
 AJ7735
 AJ7735'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7735'RECOVERED IN GOOD CONDITION.
 AJ7735
 AJ7735                          STATION RECOVERY (2025)
 AJ7735
 AJ7735'RECOVERY NOTE BY WHIDDEN SURVEYING AND MAPPING INC 2025 (CL)
 AJ7735'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7732 ***********************************************************************
 AJ7732  DESIGNATION -  87 88 F4
 AJ7732  PID         -  AJ7732
 AJ7732  STATE/COUNTY-  FL/MIAMI-DADE
 AJ7732  COUNTRY     -  US
 AJ7732  USGS QUAD   -  LONG ISLAND (2018)
 AJ7732
 AJ7732                         *CURRENT SURVEY CONTROL
 AJ7732  ______________________________________________________________________
 AJ7732* NAD 83(2011) POSITION- 25 45 41.68024(N) 080 39 33.72963(W)   ADJUSTED
 AJ7732* NAD 83(2011) ELLIP HT-   -21.637 (meters)        (06/27/12)   ADJUSTED
 AJ7732* NAD 83(2011) EPOCH   -  2010.00
 AJ7732* NAVD 88 ORTHO HEIGHT -     2.758 (meters)        9.05  (feet) ADJUSTED
 AJ7732  ______________________________________________________________________
 AJ7732  GEOID HEIGHT    -        -24.388 (meters)                     GEOID18
 AJ7732  NAD 83(2011) X  -    932,893.924 (meters)                     COMP
 AJ7732  NAD 83(2011) Y  - -5,671,621.406 (meters)                     COMP
 AJ7732  NAD 83(2011) Z  -  2,755,287.883 (meters)                     COMP
 AJ7732  LAPLACE CORR    -         -1.65  (seconds)                    DEFLEC18
 AJ7732  DYNAMIC HEIGHT  -          2.754 (meters)        9.04  (feet) COMP
 AJ7732  MODELED GRAVITY -    979,029.0   (mgal)                       NAVD 88
 AJ7732
 AJ7732  VERT ORDER      -  FIRST     CLASS II
 AJ7732
 AJ7732  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ7732  Standards:
 AJ7732         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ7732            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ7732  -------------------------------------------------------------------
 AJ7732  NETWORK    3.45   5.19           1.41   1.40   2.65     -0.19943910
 AJ7732  -------------------------------------------------------------------
 AJ7732  Click here for local accuracies and other accuracy information.
 AJ7732
 AJ7732.The horizontal coordinates were established by GPS observations
 AJ7732.and adjusted by the National Geodetic Survey in June 2012.
 AJ7732
 AJ7732.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ7732.been affixed to the stable North American tectonic plate. See 
 AJ7732.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ7732
 AJ7732.The horizontal coordinates are valid at the epoch date displayed above
 AJ7732.which is a decimal equivalence of Year/Month/Day.
 AJ7732
 AJ7732.The orthometric height was determined by differential leveling and
 AJ7732.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7732.in March 2002.
 AJ7732
 AJ7732.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7732.GEOID18 height accuracy estimate available here.
 AJ7732
 AJ7732.Click photographs - Photos may exist for this station.
 AJ7732
 AJ7732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ7732
 AJ7732.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ7732
 AJ7732.The ellipsoidal height was determined by GPS observations
 AJ7732.and is referenced to NAD 83.
 AJ7732
 AJ7732.The dynamic height is computed by dividing the NAVD 88
 AJ7732.geopotential number by the normal gravity value computed on the
 AJ7732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7732.degrees latitude (g = 980.6199 gals.).
 AJ7732
 AJ7732.The modeled gravity was interpolated from observed gravity values.
 AJ7732
 AJ7732. The following values were computed from the NAD 83(2011) position.
 AJ7732
 AJ7732;                    North         East     Units Scale Factor Converg.
 AJ7732;SPC FL E     -   158,246.669   234,169.824   MT  0.99995559   +0 08 53.0
 AJ7732;SPC FL E     -   519,180.95    768,272.16   sFT  0.99995559   +0 08 53.0
 AJ7732;UTM  17      - 2,849,324.658   534,158.166   MT  0.99961441   +0 08 53.0
 AJ7732
 AJ7732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ7732!SPC FL E     -   1.00000340  x   0.99995559  =   0.99995899
 AJ7732!UTM  17      -   1.00000340  x   0.99961441  =   0.99961781
 AJ7732
 AJ7732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ3415849324(NAD 83)
 AJ7732
 AJ7732                          SUPERSEDED SURVEY CONTROL
 AJ7732
 AJ7732  NAD 83(2007)-  25 45 41.68051(N)    080 39 33.73045(W) AD(2002.00) 0
 AJ7732  ELLIP H (02/10/07)  -21.606  (m)                       GP(2002.00)    
 AJ7732  NAD 83(1999)-  25 45 41.68048(N)    080 39 33.73021(W) AD(       ) 1
 AJ7732  ELLIP H (12/12/02)  -21.573  (m)                       GP(       ) 4 1
 AJ7732  NAVD 88               2.76   (m)            9.1    (f) LEVELING    3  
 AJ7732
 AJ7732.Superseded values are not recommended for survey control.
 AJ7732
 AJ7732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ7732.See file dsdata.pdf to determine how the superseded data were derived.
 AJ7732
 AJ7732_MARKER: DD = SURVEY DISK
 AJ7732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7732_STAMPING: BM 87/88 F4
 AJ7732_MARK LOGO: FLDT
 AJ7732_PROJECTION: FLUSH
 AJ7732_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7732+STABILITY: SURFACE MOTION
 AJ7732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7732+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2025
 AJ7732
 AJ7732  HISTORY     - Date     Condition        Report By
 AJ7732  HISTORY     - UNK      MONUMENTED       FLDT
 AJ7732  HISTORY     - 20011010 GOOD             LDBLS
 AJ7732  HISTORY     - 2002     GOOD             MAPTEC
 AJ7732  HISTORY     - 20250624 GOOD             WSMI
 AJ7732
 AJ7732                          STATION DESCRIPTION
 AJ7732
 AJ7732'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7732'THE MARK IS ABOUT 125.7 KM (78.13 MI) SOUTHEAST OF NAPLES, ABOUT 35.9
 AJ7732'KM (22.31 MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP--
 AJ7732'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7732'
 AJ7732'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7732'TRAIL) AND THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST
 AJ7732'MIAMI), GO WEST ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO
 AJ7732'ITS INTERSECTION WITH STATE ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41
 AJ7732'19.3 KM (12.0 MI) TO THE JUNCTION WITH A PAVED ROAD LEADING NORTH TO
 AJ7732'WEIR STRUCTURE S333, GO NORTH ON THE PAVED ROAD (CROSSING A BRIDGE
 AJ7732'ADJACENT TO WEIR STRUCTURE S333) 0.1 KM (0.05 MI) TO THE JUNCTION WITH
 AJ7732'A ROADWAY WHICH RUNS BETWEEN A CANAL AND LEVEE, GO EAST ON THE ROADWAY
 AJ7732'1.5 KM (0.91 MI) TO THE MARK ON THE LEFT.
 AJ7732'
 AJ7732'THE MARK IS 89.9 M (295.0 FT) EAST OF QWEST COMMUNICATIONS BURIED
 AJ7732'FIBER OPTIC CABLE WARNING MARKER NUMBER 07134, 56.54 M (185.5 FT) WEST
 AJ7732'OF A WOOD UTILITY POLE, 35.05 M (115.0 FT) EAST OF A WOOD UTILITY
 AJ7732'POLE, 18.90 M (62.0 FT) NORTH OF THE NORTH EDGE OF A CANAL, 0.91 M
 AJ7732'(3.0 FT) SOUTH OF THE SOUTH TOE OF A LEVEE, 0.73 M (2.4 FT) NORTH OF
 AJ7732'OVERHEAD ELECTRIC LINES, AND 0.30 M (1.0 FT) SOUTH OF A METAL WITNESS
 AJ7732'POST. THE MARK IS A DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT
 AJ7732'FLUSH WITH THE LEVEL OF THE GROUND AND ABOUT 2.44 M (8.0 FT) BELOW THE
 AJ7732'TOP OF THE LEVEE.
 AJ7732
 AJ7732                          STATION RECOVERY (2002)
 AJ7732
 AJ7732'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7732'RECOVERED IN GOOD CONDITION.
 AJ7732
 AJ7732                          STATION RECOVERY (2025)
 AJ7732
 AJ7732'RECOVERY NOTE BY WHIDDEN SURVEYING AND MAPPING INC 2025 (CL)
 AJ7732'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA5359 ***********************************************************************
 AA5359  DESIGNATION -  87 91 C 26
 AA5359  PID         -  AA5359
 AA5359  STATE/COUNTY-  FL/MIAMI-DADE
 AA5359  COUNTRY     -  US
 AA5359  USGS QUAD   -  HIALEAH (2018)
 AA5359
 AA5359                         *CURRENT SURVEY CONTROL
 AA5359  ______________________________________________________________________
 AA5359* NAD 83(1986) POSITION- 25 51 10.     (N) 080 19 16.     (W)   SCALED
 AA5359* NAVD 88 ORTHO HEIGHT -     1.412 (meters)        4.63  (feet) ADJUSTED
 AA5359  ______________________________________________________________________
 AA5359  GEOID HEIGHT    -        -25.076 (meters)                     GEOID18
 AA5359  DYNAMIC HEIGHT  -          1.409 (meters)        4.62  (feet) COMP
 AA5359  MODELED GRAVITY -    979,042.0   (mgal)                       NAVD 88
 AA5359
 AA5359  VERT ORDER      -  FIRST     CLASS II
 AA5359
 AA5359.The horizontal coordinates were scaled from a map and have
 AA5359.an estimated accuracy of +/- 6 seconds.
 AA5359
 AA5359.The orthometric height was determined by differential leveling and
 AA5359.adjusted by the NATIONAL GEODETIC SURVEY
 AA5359.in April 2001.
 AA5359
 AA5359.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5359.GEOID18 height accuracy estimate available here.
 AA5359
 AA5359.Click photographs - Photos may exist for this station.
 AA5359
 AA5359.The dynamic height is computed by dividing the NAVD 88
 AA5359.geopotential number by the normal gravity value computed on the
 AA5359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5359.degrees latitude (g = 980.6199 gals.).
 AA5359
 AA5359.The modeled gravity was interpolated from observed gravity values.
 AA5359
 AA5359;                    North         East    Units  Estimated Accuracy
 AA5359;SPC FL E     -   168,480.      268,050.      MT  (+/- 180 meters Scaled)
 AA5359
 AA5359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ680595(NAD 83)
 AA5359
 AA5359                          SUPERSEDED SURVEY CONTROL
 AA5359
 AA5359.No superseded survey control is available for this station.
 AA5359
 AA5359_MARKER: DD = SURVEY DISK
 AA5359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5359_STAMPING: 87 91 C 26
 AA5359_MARK LOGO: FLDT
 AA5359_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5359+STABILITY: SURFACE MOTION
 AA5359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5359+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1995
 AA5359
 AA5359  HISTORY     - Date     Condition        Report By
 AA5359  HISTORY     - 1991     MONUMENTED       FLDT
 AA5359  HISTORY     - 19950509 GOOD             NGS
 AA5359  HISTORY     - 20090801 MARK NOT FOUND   DCPW
 AA5359  HISTORY     - 20091101 POOR             DCPW
 AA5359
 AA5359                          STATION DESCRIPTION
 AA5359
 AA5359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RLT)
 AA5359'THE MARK IS ABOUT 15.7 MI (25.3 KM) NORTH-NORTHWEST OF MIAMI, 1.6 MI
 AA5359'(2.6 KM) WEST OF HIALEAH IN SECTION 11, TOWNSHIP 53 SOUTH, RANGE 40
 AA5359'EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 AA5359'THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON
 AA5359'U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE
 AA5359'HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55
 AA5359'MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON
 AA5359'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY
 AA5359'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE
 AA5359'HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 8.15 MI (13.12 KM)
 AA5359'TO THE JUNCTION OF NW 105TH WAY, CONTINUE SOUTHWEST ON U.S. HIGHWAY 27
 AA5359'FOR 1.75 MI (2.82 KM) TO THE INTERSECTION OF STATE HIGHWAY 826
 AA5359'(PALMETTO EXPRESSWAY) OVERPASS, CONTINUE SOUTHWEST ON U.S. HIGHWAY 27
 AA5359'FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A
 AA5359'CONCRETE MONUMENT RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE
 AA5359'GROUND. LOCATED 37.0 FT (11.3 M) SOUTHWEST OF THE CENTERLINE OF U.S.
 AA5359'HIGHWAY 27, 4.6 FT (1.4 M) SOUTHWEST OF THE EDGE OF THE ASPHALT AND
 AA5359'4.0 FT (1.2 M) NORTHEAST OF A FLDOT METAL WITNESS POST.
 AA5359
 AA5359                          STATION RECOVERY (2009)
 AA5359
 AA5359'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 2009
 AA5359'MARK NOT FOUND.
 AA5359
 AA5359                          STATION RECOVERY (2009)
 AA5359
 AA5359'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 2009
 AA5359'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA5358 ***********************************************************************
 AA5358  DESIGNATION -  87 91 C 27
 AA5358  PID         -  AA5358
 AA5358  STATE/COUNTY-  FL/MIAMI-DADE
 AA5358  COUNTRY     -  US
 AA5358  USGS QUAD   -  HIALEAH (2018)
 AA5358
 AA5358                         *CURRENT SURVEY CONTROL
 AA5358  ______________________________________________________________________
 AA5358* NAD 83(1986) POSITION- 25 51 21.     (N) 080 19 34.     (W)   SCALED
 AA5358* NAVD 88 ORTHO HEIGHT -     1.526 (meters)        5.01  (feet) ADJUSTED
 AA5358  ______________________________________________________________________
 AA5358  GEOID HEIGHT    -        -25.065 (meters)                     GEOID18
 AA5358  DYNAMIC HEIGHT  -          1.523 (meters)        5.00  (feet) COMP
 AA5358  MODELED GRAVITY -    979,042.1   (mgal)                       NAVD 88
 AA5358
 AA5358  VERT ORDER      -  FIRST     CLASS II
 AA5358
 AA5358.The horizontal coordinates were scaled from a map and have
 AA5358.an estimated accuracy of +/- 6 seconds.
 AA5358
 AA5358.The orthometric height was determined by differential leveling and
 AA5358.adjusted by the NATIONAL GEODETIC SURVEY
 AA5358.in April 2001.
 AA5358
 AA5358.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5358.GEOID18 height accuracy estimate available here.
 AA5358
 AA5358.Click photographs - Photos may exist for this station.
 AA5358
 AA5358.The dynamic height is computed by dividing the NAVD 88
 AA5358.geopotential number by the normal gravity value computed on the
 AA5358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5358.degrees latitude (g = 980.6199 gals.).
 AA5358
 AA5358.The modeled gravity was interpolated from observed gravity values.
 AA5358
 AA5358;                    North         East    Units  Estimated Accuracy
 AA5358;SPC FL E     -   168,820.      267,550.      MT  (+/- 180 meters Scaled)
 AA5358
 AA5358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ675598(NAD 83)
 AA5358
 AA5358                          SUPERSEDED SURVEY CONTROL
 AA5358
 AA5358.No superseded survey control is available for this station.
 AA5358
 AA5358_MARKER: DD = SURVEY DISK
 AA5358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA5358_STAMPING: 87 91 C 27
 AA5358_MARK LOGO: FLDT
 AA5358_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA5358+STABILITY: SURFACE MOTION
 AA5358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5358+SATELLITE: SATELLITE OBSERVATIONS - September 05, 1995
 AA5358
 AA5358  HISTORY     - Date     Condition        Report By
 AA5358  HISTORY     - 1991     MONUMENTED       FLDT
 AA5358  HISTORY     - 19950905 GOOD             NGS
 AA5358  HISTORY     - 20070801 MARK NOT FOUND   DCPWD
 AA5358
 AA5358                          STATION DESCRIPTION
 AA5358
 AA5358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RLT)
 AA5358'THE MARK IS ABOUT 16.2 MI (26.1 KM) NORTH-NORTHWEST OF MIAMI, 2.1 MI
 AA5358'(3.4 KM) WEST OF HIALEAH IN SECTION 3, TOWNSHIP 52 SOUTH, RANGE 40
 AA5358'EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 AA5358'THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON
 AA5358'U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE
 AA5358'HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55
 AA5358'MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON
 AA5358'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY
 AA5358'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE
 AA5358'HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 8.15 MI (13.12 KM)
 AA5358'TO THE JUNCTION OF NW 105TH WAY, CONTINUE SOUTHWEST ON U.S. HIGHWAY 27
 AA5358'FOR 1.4 MI (2.3 KM) TO MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE
 AA5358'MONUMENT 4.0 FT (1.2 M) BELOW THE LEVEL OF U.S. HIGHWAY 27 AND
 AA5358'RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF THE GROUND.  ALSO 0.35 MI
 AA5358'(0.56 KM) NORTH OF THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 AA5358'HIGHWAY 826 (PALMETTO EXPRESSWAY). LOCATED 33.5 FT (10.2 M) SOUTHWEST
 AA5358'OF THE CENTERLINE OF U.S. HIGHWAY 27, 13.6 FT (4.1 M) NORTH OF A POWER
 AA5358'POLE, 5.5 FT (1.7 M) NORTHEAST OF A FLDOT METAL WITNESS POST, 4.5 FT
 AA5358'(1.4 M) SOUTHWEST OF THE EDGE OF THE ASPHALT AND 2.8 FT (0.9 M)
 AA5358'NORTHEAST OF THE METAL GUARDRAIL.
 AA5358
 AA5358                          STATION RECOVERY (2007)
 AA5358
 AA5358'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2007 (MJW)
 AA5358'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA5357 ***********************************************************************
 AA5357  DESIGNATION -  87 91 C 28
 AA5357  PID         -  AA5357
 AA5357  STATE/COUNTY-  FL/MIAMI-DADE
 AA5357  COUNTRY     -  US
 AA5357  USGS QUAD   -  HIALEAH (2018)
 AA5357
 AA5357                         *CURRENT SURVEY CONTROL
 AA5357  ______________________________________________________________________
 AA5357* NAD 83(1986) POSITION- 25 51 41.     (N) 080 19 58.     (W)   SCALED
 AA5357* NAVD 88 ORTHO HEIGHT -     1.135 (meters)        3.72  (feet) ADJUSTED
 AA5357  ______________________________________________________________________
 AA5357  GEOID HEIGHT    -        -25.050 (meters)                     GEOID18
 AA5357  DYNAMIC HEIGHT  -          1.133 (meters)        3.72  (feet) COMP
 AA5357  MODELED GRAVITY -    979,042.3   (mgal)                       NAVD 88
 AA5357
 AA5357  VERT ORDER      -  FIRST     CLASS II
 AA5357
 AA5357.The horizontal coordinates were scaled from a map and have
 AA5357.an estimated accuracy of +/- 6 seconds.
 AA5357
 AA5357.The orthometric height was determined by differential leveling and
 AA5357.adjusted by the NATIONAL GEODETIC SURVEY
 AA5357.in April 2001.
 AA5357
 AA5357.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA5357.GEOID18 height accuracy estimate available here.
 AA5357
 AA5357.Click photographs - Photos may exist for this station.
 AA5357
 AA5357.The dynamic height is computed by dividing the NAVD 88
 AA5357.geopotential number by the normal gravity value computed on the
 AA5357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA5357.degrees latitude (g = 980.6199 gals.).
 AA5357
 AA5357.The modeled gravity was interpolated from observed gravity values.
 AA5357
 AA5357;                    North         East    Units  Estimated Accuracy
 AA5357;SPC FL E     -   169,430.      266,880.      MT  (+/- 180 meters Scaled)
 AA5357
 AA5357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ668605(NAD 83)
 AA5357
 AA5357                          SUPERSEDED SURVEY CONTROL
 AA5357
 AA5357.No superseded survey control is available for this station.
 AA5357
 AA5357_MARKER: DD = SURVEY DISK
 AA5357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AA5357_SP_SET: STORM DRAIN
 AA5357_STAMPING: 87 91 C 28
 AA5357_MARK LOGO: FLDT
 AA5357_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA5357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA5357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA5357+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2005
 AA5357
 AA5357  HISTORY     - Date     Condition        Report By
 AA5357  HISTORY     - 1991     MONUMENTED       FLDT
 AA5357  HISTORY     - 19950905 GOOD             NGS
 AA5357  HISTORY     - 20050116 GOOD             BAKER
 AA5357
 AA5357                          STATION DESCRIPTION
 AA5357
 AA5357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (RLT)
 AA5357'THE MARK IS ABOUT 16.7 MI (26.9 KM) NORTH-NORTHWEST OF MIAMI, 2.6 MI
 AA5357'(4.2 KM) WEST OF HIALEAH IN SECTION 3, TOWNSHIP 52 SOUTH, RANGE 40
 AA5357'EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 AA5357'THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON
 AA5357'U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE
 AA5357'HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55
 AA5357'MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON
 AA5357'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY
 AA5357'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE
 AA5357'HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 8.15 MI (13.12 KM)
 AA5357'TO THE JUNCTION OF NW 105TH WAY, CONTINUE SOUTHWEST ON U.S. HIGHWAY 27
 AA5357'FOR 0.85 MI (1.37 KM) TO MARK ON THE RIGHT, SET ON THE TOP OF THE EAST
 AA5357'CORNER OF A 7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM DRAIN.  ALSO 0.9 MI
 AA5357'(1.4 KM) NORTH OF THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 AA5357'HIGHWAY 826 (PALMETTO EXPRESSWAY). LOCATED 47.0 FT (14.3 M) SOUTHWEST
 AA5357'OF THE CENTERLINE OF U.S. HIGHWAY 27, 20.0 FT (6.1 M) SOUTHWEST OF THE
 AA5357'EDGE OF THE ASPHALT, 10.4 FT (3.2 M) NORTHEAST OF A FLDOT METAL
 AA5357'WITNESS POST AND 8.7 FT (2.7 M) NORTHEAST OF THE METAL GUARDRAIL.
 AA5357
 AA5357                          STATION RECOVERY (2005)
 AA5357
 AA5357'RECOVERY NOTE BY M BAKER JR INCORPORATED 2005 (RH)
 AA5357'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB7777 ***********************************************************************
 AB7777  DESIGNATION -  87 91 C 29
 AB7777  PID         -  AB7777
 AB7777  STATE/COUNTY-  FL/MIAMI-DADE
 AB7777  COUNTRY     -  US
 AB7777  USGS QUAD   -  HIALEAH (2018)
 AB7777
 AB7777                         *CURRENT SURVEY CONTROL
 AB7777  ______________________________________________________________________
 AB7777* NAD 83(1986) POSITION- 25 51 56.     (N) 080 20 18.     (W)   SCALED
 AB7777* NAVD 88 ORTHO HEIGHT -     1.946 (meters)        6.38  (feet) ADJUSTED
 AB7777  ______________________________________________________________________
 AB7777  GEOID HEIGHT    -        -25.038 (meters)                     GEOID18
 AB7777  DYNAMIC HEIGHT  -          1.943 (meters)        6.37  (feet) COMP
 AB7777  MODELED GRAVITY -    979,042.4   (mgal)                       NAVD 88
 AB7777
 AB7777  VERT ORDER      -  FIRST     CLASS II
 AB7777
 AB7777.The horizontal coordinates were scaled from a map and have
 AB7777.an estimated accuracy of +/- 6 seconds.
 AB7777
 AB7777.The orthometric height was determined by differential leveling and
 AB7777.adjusted by the NATIONAL GEODETIC SURVEY
 AB7777.in March 1997.
 AB7777
 AB7777.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7777.GEOID18 height accuracy estimate available here.
 AB7777
 AB7777.Click photographs - Photos may exist for this station.
 AB7777
 AB7777.The dynamic height is computed by dividing the NAVD 88
 AB7777.geopotential number by the normal gravity value computed on the
 AB7777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7777.degrees latitude (g = 980.6199 gals.).
 AB7777
 AB7777.The modeled gravity was interpolated from observed gravity values.
 AB7777
 AB7777;                    North         East    Units  Estimated Accuracy
 AB7777;SPC FL E     -   169,890.      266,320.      MT  (+/- 180 meters Scaled)
 AB7777
 AB7777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ662609(NAD 83)
 AB7777
 AB7777                          SUPERSEDED SURVEY CONTROL
 AB7777
 AB7777.No superseded survey control is available for this station.
 AB7777
 AB7777_MARKER: DD = SURVEY DISK
 AB7777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7777_SP_SET: STORM DRAIN
 AB7777_STAMPING: 87 91 C 29
 AB7777_MARK LOGO: FLDT
 AB7777_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7777+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7777
 AB7777  HISTORY     - Date     Condition        Report By
 AB7777  HISTORY     - 1991     MONUMENTED       FLDT
 AB7777  HISTORY     - 19930803 GOOD             NGS
 AB7777
 AB7777                          STATION DESCRIPTION
 AB7777
 AB7777'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7777'THE MARK IS ABOUT 17.1 MI (27.5 KM) NORTH-NORTHWEST OF MIAMI, 3.0 MI
 AB7777'(4.8 KM) WEST OF HIALEAH IN SECTION 3, TOWNSHIP 52 SOUTH, RANGE 40
 AB7777'EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND
 AB7777'THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON
 AB7777'U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE
 AB7777'HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55
 AB7777'MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON
 AB7777'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY
 AB7777'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE
 AB7777'HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 8.15 MI (13.12 KM)
 AB7777'TO THE JUNCTION OF NW 105TH WAY, CONTINUE SOUTHWEST ON U.S. HIGHWAY 27
 AB7777'FOR 0.4 MI (0.6 KM) TO MARK ON THE RIGHT, SET ON THE TOP OF THE SOUTH
 AB7777'CORNER OF A 7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM DRAIN.  ALSO 1.35 MI
 AB7777'(2.17 KM) NORTH OF THE INTERSECTION OF U.S. HIGHWAY 27 AND STATE
 AB7777'HIGHWAY 826 (PALMETTO EXPRESSWAY), 55.0 FT (16.8 M) WEST OF A LIGHT
 AB7777'POLE, 42.0 FT (12.8 M) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27,
 AB7777'13.7 FT (4.2 M) SOUTHWEST OF THE EDGE OF THE ASPHALT, 5.6 FT (1.7 M)
 AB7777'NORTHEAST OF A FLDOT METAL WITNESS POST, AND 4.0 FT (1.2 M) NORTHEAST
 AB7777'OF THE METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB7778 ***********************************************************************
 AB7778  DESIGNATION -  87 91 D 01
 AB7778  PID         -  AB7778
 AB7778  STATE/COUNTY-  FL/MIAMI-DADE
 AB7778  COUNTRY     -  US
 AB7778  USGS QUAD   -  MIAMI (2018)
 AB7778
 AB7778                         *CURRENT SURVEY CONTROL
 AB7778  ______________________________________________________________________
 AB7778* NAD 83(1986) POSITION- 25 48 46.     (N) 080 14 10.     (W)   SCALED
 AB7778* NAVD 88 ORTHO HEIGHT -     3.875 (meters)       12.71  (feet) ADJUSTED
 AB7778  ______________________________________________________________________
 AB7778  GEOID HEIGHT    -        -25.320 (meters)                     GEOID18
 AB7778  DYNAMIC HEIGHT  -          3.869 (meters)       12.69  (feet) COMP
 AB7778  MODELED GRAVITY -    979,038.3   (mgal)                       NAVD 88
 AB7778
 AB7778  VERT ORDER      -  FIRST     CLASS II
 AB7778
 AB7778.The horizontal coordinates were scaled from a map and have
 AB7778.an estimated accuracy of +/- 6 seconds.
 AB7778
 AB7778.The orthometric height was determined by differential leveling and
 AB7778.adjusted by the NATIONAL GEODETIC SURVEY
 AB7778.in March 1997.
 AB7778
 AB7778.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7778.GEOID18 height accuracy estimate available here.
 AB7778
 AB7778.Click photographs - Photos may exist for this station.
 AB7778
 AB7778.The dynamic height is computed by dividing the NAVD 88
 AB7778.geopotential number by the normal gravity value computed on the
 AB7778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7778.degrees latitude (g = 980.6199 gals.).
 AB7778
 AB7778.The modeled gravity was interpolated from observed gravity values.
 AB7778
 AB7778;                    North         East    Units  Estimated Accuracy
 AB7778;SPC FL E     -   164,100.      276,600.      MT  (+/- 180 meters Scaled)
 AB7778
 AB7778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ765551(NAD 83)
 AB7778
 AB7778                          SUPERSEDED SURVEY CONTROL
 AB7778
 AB7778.No superseded survey control is available for this station.
 AB7778
 AB7778_MARKER: DD = SURVEY DISK
 AB7778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7778_STAMPING: 87 91 D 01
 AB7778_MARK LOGO: FLDT
 AB7778_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7778+STABILITY: SURFACE MOTION
 AB7778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7778+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2009
 AB7778
 AB7778  HISTORY     - Date     Condition        Report By
 AB7778  HISTORY     - 1991     MONUMENTED       FLDT
 AB7778  HISTORY     - 19930803 GOOD             NGS
 AB7778  HISTORY     - 20090802 GOOD             DCPW
 AB7778  HISTORY     - 20091209 GOOD             DCPWD
 AB7778
 AB7778                          STATION DESCRIPTION
 AB7778
 AB7778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7778'THE MARK IS IN MIAMI, AT THE JUNCTION OF NW 41ST ST AND NW 24TH ST IN
 AB7778'SECTION 22, TOWNSHIP 53 SOUTH, RANGE 41 EAST. TO REACH THE MARK FROM
 AB7778'THE INTERSECTION OF U.S. HIGHWAY 27, STATE ROAD 25 (NW 36TH ST) AND NE
 AB7778'2ND AVE (FEDERAL HIGHWAY), UNDER THE INTERSTATE 195, STATE ROAD 112
 AB7778'OVERPASS, GO WEST ON U.S. HIGHWAY 27, STATE ROAD 25 (NW 36TH ST) FOR
 AB7778'3.4 MI (5.5 KM) TO THE INTERSECTION OF NW 22ND AVE, TURN RIGHT ON NW
 AB7778'22ND AVE AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF NW
 AB7778'41ST ST, TURN LEFT ON NW 41ST ST AND GO EAST FOR 0.25 MI (0.40 KM) TO
 AB7778'THE MARK ON THE LEFT, IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.2
 AB7778'FT (6.1 CM) BELOW THE LEVEL OF THE GROUND, 16.0 FT (4.9 M) EAST OF THE
 AB7778'APPROXIMATE CENTERLINE OF NW 24TH AVE, 15.0 FT (4.6 M) NORTHEAST OF
 AB7778'THE EAST GATE POST, 13.3 FT (4.1 M) SOUTH OF THE APPROXIMATE
 AB7778'CENTERLINE OF NW 41ST ST, 4.9 FT (1.5 M) NORTH OF A POWER POLE NUMBER
 AB7778'610DN922 WITH A TELEPHONE JUNCTION BOX ATTACHED AND 2.8 FT (0.9 M)
 AB7778'SOUTH OF THE SOUTH EDGE OF NW 41ST ST.
 AB7778
 AB7778                          STATION RECOVERY (2009)
 AB7778
 AB7778'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 2009
 AB7778'RECOVERED IN GOOD CONDITION.
 AB7778
 AB7778                          STATION RECOVERY (2009)
 AB7778
 AB7778'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2009 (MJW)
 AB7778'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB7763 ***********************************************************************
 AB7763  DESIGNATION -  87 93 A 24
 AB7763  PID         -  AB7763
 AB7763  STATE/COUNTY-  FL/MIAMI-DADE
 AB7763  COUNTRY     -  US
 AB7763  USGS QUAD   -  PENNSUCO (2018)
 AB7763
 AB7763                         *CURRENT SURVEY CONTROL
 AB7763  ______________________________________________________________________
 AB7763* NAD 83(1986) POSITION- 25 57 01.     (N) 080 25 52.     (W)   SCALED
 AB7763* NAVD 88 ORTHO HEIGHT -     2.521 (meters)        8.27  (feet) ADJUSTED
 AB7763  ______________________________________________________________________
 AB7763  GEOID HEIGHT    -        -24.872 (meters)                     GEOID18
 AB7763  DYNAMIC HEIGHT  -          2.516 (meters)        8.25  (feet) COMP
 AB7763  MODELED GRAVITY -    979,044.3   (mgal)                       NAVD 88
 AB7763
 AB7763  VERT ORDER      -  FIRST     CLASS II
 AB7763
 AB7763.The horizontal coordinates were scaled from a map and have
 AB7763.an estimated accuracy of +/- 6 seconds.
 AB7763
 AB7763.The orthometric height was determined by differential leveling and
 AB7763.adjusted by the NATIONAL GEODETIC SURVEY
 AB7763.in March 1997.
 AB7763
 AB7763.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7763.GEOID18 height accuracy estimate available here.
 AB7763
 AB7763.Click photographs - Photos may exist for this station.
 AB7763
 AB7763.The dynamic height is computed by dividing the NAVD 88
 AB7763.geopotential number by the normal gravity value computed on the
 AB7763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7763.degrees latitude (g = 980.6199 gals.).
 AB7763
 AB7763.The modeled gravity was interpolated from observed gravity values.
 AB7763
 AB7763;                    North         East    Units  Estimated Accuracy
 AB7763;SPC FL E     -   179,230.      256,980.      MT  (+/- 180 meters Scaled)
 AB7763
 AB7763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ569703(NAD 83)
 AB7763
 AB7763                          SUPERSEDED SURVEY CONTROL
 AB7763
 AB7763.No superseded survey control is available for this station.
 AB7763
 AB7763_MARKER: DD = SURVEY DISK
 AB7763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB7763_STAMPING: 87 93 A 24
 AB7763_MARK LOGO: FLDT
 AB7763_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AB7763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB7763+STABILITY: SURFACE MOTION
 AB7763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7763+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 AB7763
 AB7763  HISTORY     - Date     Condition        Report By
 AB7763  HISTORY     - 1993     MONUMENTED       FLDT
 AB7763  HISTORY     - 19930803 GOOD             NGS
 AB7763  HISTORY     - 20001117 GOOD             FLDEP
 AB7763  HISTORY     - 20050831 GOOD             WEIDEN
 AB7763
 AB7763                          STATION DESCRIPTION
 AB7763
 AB7763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7763'THE MARK IS ABOUT 14.5 MI (23.3 KM) SOUTHWEST OF COOPER CITY, 25.5 MI
 AB7763'(41.0 KM) NORTH-NORTHWEST OF MIAMI, AT THE JUNCTION OF U.S. HIGHWAY 27
 AB7763'AND STATE HIGHWAY 997 IN SECTION 3, TOWNSHIP 52 SOUTH, RANGE 39 EAST.
 AB7763'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND THE
 AB7763'EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON U.S.
 AB7763'HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE HIGHWAY
 AB7763'818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55 MI
 AB7763'(5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON
 AB7763'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY
 AB7763'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE
 AB7763'HIGHWAY 997 AND THE MARK ON THE RIGHT, IN THE MEDIAN OF STATE HIGHWAY
 AB7763'997, SET IN THE TOP OF A CONCRETE MONUMENT LEVEL WITH U.S. HIGHWAY 27
 AB7763'AND FLUSH WITH THE GROUND. LOCATED 81.0 FT (24.7 M) SOUTH-SOUTHWEST OF
 AB7763'A METAL LIGHT POLE WITH TWO LIGHTS ATTACHED, 62.0 FT (18.9 M) NORTH OF
 AB7763'THE APPROXIMATE CENTERLINE OF THE EASTBOUND LANE OF STATE HIGHWAY 997,
 AB7763'51.0 FT (15.5 M) EAST OF THE EDGE OF THE ASPHALT OF THE EASTBOUND LANE
 AB7763'OF STATE HIGHWAY 997, 37.5 FT (11.4 M) WEST OF THE CENTERLINE OF U.S.
 AB7763'HIGHWAY 27, 19.0 FT (5.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 AB7763'WESTBOUND LANE OF STATE HIGHWAY 997, 16.7 FT (5.1 M) WEST OF THE EDGE
 AB7763'OF THE ASPHALT OF U.S. HIGHWAY 27 AND 5.7 FT (1.7 M) SOUTH OF THE EDGE
 AB7763'OF THE ASPHALT OF THE WESTBOUND LANE OF STATE HIGHWAY 997.
 AB7763
 AB7763                          STATION RECOVERY (2000)
 AB7763
 AB7763'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AB7763'RECOVERED AS DESCRIBED.
 AB7763
 AB7763                          STATION RECOVERY (2005)
 AB7763
 AB7763'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005
 AB7763'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB7764 ***********************************************************************
 AB7764  DESIGNATION -  87 93 A 25
 AB7764  PID         -  AB7764
 AB7764  STATE/COUNTY-  FL/MIAMI-DADE
 AB7764  COUNTRY     -  US
 AB7764  USGS QUAD   -  PENNSUCO (2018)
 AB7764
 AB7764                         *CURRENT SURVEY CONTROL
 AB7764  ______________________________________________________________________
 AB7764* NAD 83(1986) POSITION- 25 56 38.     (N) 080 25 51.     (W)   SCALED
 AB7764* NAVD 88 ORTHO HEIGHT -     2.300 (meters)        7.55  (feet) ADJUSTED
 AB7764  ______________________________________________________________________
 AB7764  GEOID HEIGHT    -        -24.872 (meters)                     GEOID18
 AB7764  DYNAMIC HEIGHT  -          2.296 (meters)        7.53  (feet) COMP
 AB7764  MODELED GRAVITY -    979,043.5   (mgal)                       NAVD 88
 AB7764
 AB7764  VERT ORDER      -  FIRST     CLASS II
 AB7764
 AB7764.The horizontal coordinates were scaled from a map and have
 AB7764.an estimated accuracy of +/- 6 seconds.
 AB7764
 AB7764.The orthometric height was determined by differential leveling and
 AB7764.adjusted by the NATIONAL GEODETIC SURVEY
 AB7764.in March 1997.
 AB7764
 AB7764.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7764.GEOID18 height accuracy estimate available here.
 AB7764
 AB7764.Click photographs - Photos may exist for this station.
 AB7764
 AB7764.The dynamic height is computed by dividing the NAVD 88
 AB7764.geopotential number by the normal gravity value computed on the
 AB7764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7764.degrees latitude (g = 980.6199 gals.).
 AB7764
 AB7764.The modeled gravity was interpolated from observed gravity values.
 AB7764
 AB7764;                    North         East    Units  Estimated Accuracy
 AB7764;SPC FL E     -   178,520.      257,010.      MT  (+/- 180 meters Scaled)
 AB7764
 AB7764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ569695(NAD 83)
 AB7764
 AB7764                          SUPERSEDED SURVEY CONTROL
 AB7764
 AB7764.No superseded survey control is available for this station.
 AB7764
 AB7764_MARKER: DD = SURVEY DISK
 AB7764_SETTING: 66 = SET IN ROCK OUTCROP
 AB7764_STAMPING: 87 93 A 25
 AB7764_MARK LOGO: FLDT
 AB7764_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7764_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB7764+STABILITY: POSITION/ELEVATION WELL
 AB7764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7764+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 AB7764
 AB7764  HISTORY     - Date     Condition        Report By
 AB7764  HISTORY     - 1993     MONUMENTED       FLDT
 AB7764  HISTORY     - 19930803 GOOD             NGS
 AB7764  HISTORY     - 20001117 GOOD             FLDEP
 AB7764  HISTORY     - 20050831 GOOD             WEIDEN
 AB7764
 AB7764                          STATION DESCRIPTION
 AB7764
 AB7764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7764'THE MARK IS ABOUT 14.5 MI (23.3 KM) SOUTHWEST OF COOPER CITY, 25.0 MI
 AB7764'(40.2 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 3, TOWNSHIP 52 SOUTH,
 AB7764'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7764'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7764'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7764'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7764'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7764'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7764'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7764'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 0.45 MI (0.72
 AB7764'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF A ROCK OUTCROP LEVEL
 AB7764'WITH U.S. HIGHWAY 27 AND FLUSH WITH THE GROUND, 58.5 FT (17.8 M) (17.8
 AB7764'M) SOUTHEAST OF THE EAST LEG OF A SIGN FOR LOWELL DUNN ROCK COMPANY,
 AB7764'25.0 FT (7.6 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 23.1 FT
 AB7764'(7.0 M) EAST OF A FLDOT METAL WITNESS POST, AND 8.8 FT (2.7 M) WEST OF
 AB7764'THE EDGE OF THE ASPHALT OF U.S. HIGHWAY 27.
 AB7764
 AB7764                          STATION RECOVERY (2000)
 AB7764
 AB7764'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AB7764'RECOVERED AS DESCRIBED.
 AB7764
 AB7764                          STATION RECOVERY (2005)
 AB7764
 AB7764'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005
 AB7764'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB7765 ***********************************************************************
 AB7765  DESIGNATION -  87 93 A 26
 AB7765  PID         -  AB7765
 AB7765  STATE/COUNTY-  FL/MIAMI-DADE
 AB7765  COUNTRY     -  US
 AB7765  USGS QUAD   -  PENNSUCO (2018)
 AB7765
 AB7765                         *CURRENT SURVEY CONTROL
 AB7765  ______________________________________________________________________
 AB7765* NAD 83(1986) POSITION- 25 56 09.     (N) 080 25 50.     (W)   SCALED
 AB7765* NAVD 88 ORTHO HEIGHT -     2.304 (meters)        7.56  (feet) ADJUSTED
 AB7765  ______________________________________________________________________
 AB7765  GEOID HEIGHT    -        -24.871 (meters)                     GEOID18
 AB7765  DYNAMIC HEIGHT  -          2.300 (meters)        7.55  (feet) COMP
 AB7765  MODELED GRAVITY -    979,042.6   (mgal)                       NAVD 88
 AB7765
 AB7765  VERT ORDER      -  FIRST     CLASS II
 AB7765
 AB7765.The horizontal coordinates were scaled from a map and have
 AB7765.an estimated accuracy of +/- 6 seconds.
 AB7765
 AB7765.The orthometric height was determined by differential leveling and
 AB7765.adjusted by the NATIONAL GEODETIC SURVEY
 AB7765.in March 1997.
 AB7765
 AB7765.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7765.GEOID18 height accuracy estimate available here.
 AB7765
 AB7765.Click photographs - Photos may exist for this station.
 AB7765
 AB7765.The dynamic height is computed by dividing the NAVD 88
 AB7765.geopotential number by the normal gravity value computed on the
 AB7765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7765.degrees latitude (g = 980.6199 gals.).
 AB7765
 AB7765.The modeled gravity was interpolated from observed gravity values.
 AB7765
 AB7765;                    North         East    Units  Estimated Accuracy
 AB7765;SPC FL E     -   177,630.      257,040.      MT  (+/- 180 meters Scaled)
 AB7765
 AB7765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ570687(NAD 83)
 AB7765
 AB7765                          SUPERSEDED SURVEY CONTROL
 AB7765
 AB7765.No superseded survey control is available for this station.
 AB7765
 AB7765_MARKER: DD = SURVEY DISK
 AB7765_SETTING: 66 = SET IN ROCK OUTCROP
 AB7765_STAMPING: 87 93 A 26
 AB7765_MARK LOGO: FLDT
 AB7765_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7765_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB7765+STABILITY: POSITION/ELEVATION WELL
 AB7765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7765+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2000
 AB7765
 AB7765  HISTORY     - Date     Condition        Report By
 AB7765  HISTORY     - 1993     MONUMENTED       FLDT
 AB7765  HISTORY     - 19930803 GOOD             NGS
 AB7765  HISTORY     - 20001117 MARK NOT FOUND   FLDEP
 AB7765  HISTORY     - 20050831 MARK NOT FOUND   WEIDEN
 AB7765
 AB7765                          STATION DESCRIPTION
 AB7765
 AB7765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7765'THE MARK IS ABOUT 15.5 MI (24.9 KM) SOUTHWEST OF COOPER CITY, 24.5 MI
 AB7765'(39.4 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 10, TOWNSHIP 52 SOUTH,
 AB7765'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7765'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7765'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7765'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7765'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7765'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7765'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7765'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 1.0 MI (1.6
 AB7765'KM) TO THE MARK ON THE RIGHT, IN FRONT OF THE ABELS RANCH, SET ON THE
 AB7765'TOP OF A ROCK OUTCROP LEVEL WITH U.S. HIGHWAY 27 AND FLUSH WITH
 AB7765'GROUND, LOCATED 67.5 FT (20.6 M) EAST-SOUTHEAST OF THE NORTH GATE
 AB7765'POST, 34.3 FT (10.5 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 18.4
 AB7765'FT (5.6 M) WEST OF THE EDGE OF THE ASPHALT, 14.0 FT (4.3 M) SOUTH OF
 AB7765'THE APPROXIMATE CENTERLINE OF A DIRT ROAD WEST AND 13.0 FT (4.0 M)
 AB7765'EAST OF A FLDOT METAL WITNESS POST.
 AB7765
 AB7765                          STATION RECOVERY (2000)
 AB7765
 AB7765'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AB7765'FOUND THE ROCK OUTCROP, BUT NO DISK.
 AB7765
 AB7765                          STATION RECOVERY (2005)
 AB7765
 AB7765'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005
 AB7765'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB7766 ***********************************************************************
 AB7766  DESIGNATION -  87 93 A 27
 AB7766  PID         -  AB7766
 AB7766  STATE/COUNTY-  FL/MIAMI-DADE
 AB7766  COUNTRY     -  US
 AB7766  USGS QUAD   -  PENNSUCO (2018)
 AB7766
 AB7766                         *CURRENT SURVEY CONTROL
 AB7766  ______________________________________________________________________
 AB7766* NAD 83(2011) POSITION- 25 55 55.40898(N) 080 25 40.78440(W)   ADJUSTED
 AB7766* NAD 83(2011) ELLIP HT-   -22.518 (meters)        (06/27/12)   ADJUSTED
 AB7766* NAD 83(2011) EPOCH   -  2010.00
 AB7766* NAVD 88 ORTHO HEIGHT -     2.335 (meters)        7.66  (feet) ADJUSTED
 AB7766  ______________________________________________________________________
 AB7766  GEOID HEIGHT    -        -24.875 (meters)                     GEOID18
 AB7766  NAD 83(2011) X  -    954,420.248 (meters)                     COMP
 AB7766  NAD 83(2011) Y  - -5,659,687.820 (meters)                     COMP
 AB7766  NAD 83(2011) Z  -  2,772,284.816 (meters)                     COMP
 AB7766  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 AB7766  DYNAMIC HEIGHT  -          2.331 (meters)        7.65  (feet) COMP
 AB7766  MODELED GRAVITY -    979,042.2   (mgal)                       NAVD 88
 AB7766
 AB7766  VERT ORDER      -  FIRST     CLASS II
 AB7766
 AB7766  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB7766  Standards:
 AB7766         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB7766            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB7766  -------------------------------------------------------------------
 AB7766  NETWORK    1.11   1.80           0.46   0.45   0.92     -0.01969387
 AB7766  -------------------------------------------------------------------
 AB7766  Click here for local accuracies and other accuracy information.
 AB7766
 AB7766.The horizontal coordinates were established by GPS observations
 AB7766.and adjusted by the National Geodetic Survey in June 2012.
 AB7766
 AB7766.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB7766.been affixed to the stable North American tectonic plate. See 
 AB7766.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB7766
 AB7766.The horizontal coordinates are valid at the epoch date displayed above
 AB7766.which is a decimal equivalence of Year/Month/Day.
 AB7766
 AB7766.The orthometric height was determined by differential leveling and
 AB7766.adjusted by the NATIONAL GEODETIC SURVEY
 AB7766.in March 1997.
 AB7766
 AB7766.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7766.GEOID18 height accuracy estimate available here.
 AB7766
 AB7766.Click photographs - Photos may exist for this station.
 AB7766
 AB7766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB7766
 AB7766.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB7766
 AB7766.The ellipsoidal height was determined by GPS observations
 AB7766.and is referenced to NAD 83.
 AB7766
 AB7766.The dynamic height is computed by dividing the NAVD 88
 AB7766.geopotential number by the normal gravity value computed on the
 AB7766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7766.degrees latitude (g = 980.6199 gals.).
 AB7766
 AB7766.The modeled gravity was interpolated from observed gravity values.
 AB7766
 AB7766. The following values were computed from the NAD 83(2011) position.
 AB7766
 AB7766;                    North         East     Units Scale Factor Converg.
 AB7766;SPC FL E     -   177,213.250   257,297.890   MT  0.99998170   +0 15 00.5
 AB7766;SPC FL E     -   581,407.14    844,151.49   sFT  0.99998170   +0 15 00.5
 AB7766;UTM  17      - 2,868,284.768   557,278.340   MT  0.99964051   +0 15 00.5
 AB7766
 AB7766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB7766!SPC FL E     -   1.00000354  x   0.99998170  =   0.99998524
 AB7766!UTM  17      -   1.00000354  x   0.99964051  =   0.99964405
 AB7766
 AB7766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ5727868284(NAD 83)
 AB7766
 AB7766                          SUPERSEDED SURVEY CONTROL
 AB7766
 AB7766  NAD 83(2007)-  25 55 55.40918(N)    080 25 40.78511(W) AD(2002.00) 0
 AB7766  ELLIP H (02/10/07)  -22.490  (m)                       GP(2002.00)    
 AB7766  NAD 83(1999)-  25 55 55.40903(N)    080 25 40.78509(W) AD(       ) 1
 AB7766  ELLIP H (12/12/02)  -22.487  (m)                       GP(       ) 4 1
 AB7766  NAVD 88               2.34   (m)            7.7    (f) LEVELING    3  
 AB7766
 AB7766.Superseded values are not recommended for survey control.
 AB7766
 AB7766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB7766.See file dsdata.pdf to determine how the superseded data were derived.
 AB7766
 AB7766_MARKER: DD = SURVEY DISK
 AB7766_SETTING: 66 = SET IN ROCK OUTCROP
 AB7766_STAMPING: 87 93 A 27
 AB7766_MARK LOGO: FLDT
 AB7766_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7766_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AB7766+STABILITY: POSITION/ELEVATION WELL
 AB7766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7766+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2012
 AB7766
 AB7766  HISTORY     - Date     Condition        Report By
 AB7766  HISTORY     - 1993     MONUMENTED       FLDT
 AB7766  HISTORY     - 19930803 GOOD             NGS
 AB7766  HISTORY     - 20001117 GOOD             FLDEP
 AB7766  HISTORY     - 20020527 GOOD             MAPTEC
 AB7766  HISTORY     - 20050831 GOOD             WEIDEN
 AB7766  HISTORY     - 20090425 GOOD             WEIDEN
 AB7766  HISTORY     - 20120614 GOOD             INDIV
 AB7766
 AB7766                          STATION DESCRIPTION
 AB7766
 AB7766'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7766'THE MARK IS ABOUT 15.8 MI (25.4 KM) SOUTHWEST OF COOPER CITY, 24.2 MI
 AB7766'(38.9 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 10, TOWNSHIP 52 SOUTH,
 AB7766'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7766'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7766'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7766'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7766'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7766'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7766'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7766'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 1.35 MI (2.17
 AB7766'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF A ROCK OUTCROP LEVEL
 AB7766'WITH U.S. HIGHWAY 27 AND FLUSH WITH THE GROUND. LOCATED 29.5 FT (9.0
 AB7766'M) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 19.3 FT (5.9 M)
 AB7766'WEST OF THE EDGE OF THE ASPHALT AND 14.3 FT (4.4 M) NORTHEAST OF THE
 AB7766'METAL GUARDRAIL.
 AB7766
 AB7766                          STATION RECOVERY (2000)
 AB7766
 AB7766'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AB7766'RECOVERED AS DESCRIBED.
 AB7766
 AB7766                          STATION RECOVERY (2002)
 AB7766
 AB7766'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AB7766'STATION RECOVERY (2002)
 AB7766'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CDP)
 AB7766'RECOVERED AS DESCRIBED.
 AB7766'
 AB7766
 AB7766                          STATION RECOVERY (2005)
 AB7766
 AB7766'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2005
 AB7766'RECOVERED IN GOOD CONDITION.
 AB7766
 AB7766                          STATION RECOVERY (2009)
 AB7766
 AB7766'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2009 (STH)
 AB7766'RECOVERED AS DESCRIBED
 AB7766
 AB7766                          STATION RECOVERY (2012)
 AB7766
 AB7766'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (SU)
 AB7766'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB7767 ***********************************************************************
 AB7767  DESIGNATION -  87 93 A 28
 AB7767  PID         -  AB7767
 AB7767  STATE/COUNTY-  FL/MIAMI-DADE
 AB7767  COUNTRY     -  US
 AB7767  USGS QUAD   -  PENNSUCO (2018)
 AB7767
 AB7767                         *CURRENT SURVEY CONTROL
 AB7767  ______________________________________________________________________
 AB7767* NAD 83(1986) POSITION- 25 55 38.     (N) 080 25 19.     (W)   SCALED
 AB7767* NAVD 88 ORTHO HEIGHT -     2.196 (meters)        7.20  (feet) ADJUSTED
 AB7767  ______________________________________________________________________
 AB7767  GEOID HEIGHT    -        -24.886 (meters)                     GEOID18
 AB7767  DYNAMIC HEIGHT  -          2.192 (meters)        7.19  (feet) COMP
 AB7767  MODELED GRAVITY -    979,042.1   (mgal)                       NAVD 88
 AB7767
 AB7767  VERT ORDER      -  FIRST     CLASS II
 AB7767
 AB7767.The horizontal coordinates were scaled from a map and have
 AB7767.an estimated accuracy of +/- 6 seconds.
 AB7767
 AB7767.The orthometric height was determined by differential leveling and
 AB7767.adjusted by the NATIONAL GEODETIC SURVEY
 AB7767.in March 1997.
 AB7767
 AB7767.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7767.GEOID18 height accuracy estimate available here.
 AB7767
 AB7767.Click photographs - Photos may exist for this station.
 AB7767
 AB7767.The dynamic height is computed by dividing the NAVD 88
 AB7767.geopotential number by the normal gravity value computed on the
 AB7767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7767.degrees latitude (g = 980.6199 gals.).
 AB7767
 AB7767.The modeled gravity was interpolated from observed gravity values.
 AB7767
 AB7767;                    North         East    Units  Estimated Accuracy
 AB7767;SPC FL E     -   176,680.      257,910.      MT  (+/- 180 meters Scaled)
 AB7767
 AB7767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ578677(NAD 83)
 AB7767
 AB7767                          SUPERSEDED SURVEY CONTROL
 AB7767
 AB7767.No superseded survey control is available for this station.
 AB7767
 AB7767_MARKER: DD = SURVEY DISK
 AB7767_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7767_SP_SET: STORM DRAIN
 AB7767_STAMPING: 87 93 A 28
 AB7767_MARK LOGO: FLDT
 AB7767_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7767_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7767+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7767
 AB7767  HISTORY     - Date     Condition        Report By
 AB7767  HISTORY     - 1993     MONUMENTED       FLDT
 AB7767  HISTORY     - 19930803 GOOD             NGS
 AB7767
 AB7767                          STATION DESCRIPTION
 AB7767
 AB7767'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7767'THE MARK IS ABOUT 16.3 MI (26.2 KM) SOUTHWEST OF COOPER CITY, 23.7 MI
 AB7767'(38.1 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 15, TOWNSHIP 52 SOUTH,
 AB7767'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7767'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7767'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7767'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7767'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7767'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7767'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7767'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 1.8 MI (2.9
 AB7767'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF THE NORTH CORNER OF A
 AB7767'7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM DRAIN. LOCATED 25.4 FT (7.7 M)
 AB7767'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 19.3 FT (5.9 M) WEST
 AB7767'OF THE EDGE OF THE ASPHALT AND 8.5 FT (2.6 M) NORTHEAST OF THE METAL
 AB7767'GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB7768 ***********************************************************************
 AB7768  DESIGNATION -  87 93 A 29
 AB7768  PID         -  AB7768
 AB7768  STATE/COUNTY-  FL/MIAMI-DADE
 AB7768  COUNTRY     -  US
 AB7768  USGS QUAD   -  PENNSUCO (2018)
 AB7768
 AB7768                         *CURRENT SURVEY CONTROL
 AB7768  ______________________________________________________________________
 AB7768* NAD 83(1986) POSITION- 25 55 20.     (N) 080 24 54.     (W)   SCALED
 AB7768* NAVD 88 ORTHO HEIGHT -     2.017 (meters)        6.62  (feet) ADJUSTED
 AB7768  ______________________________________________________________________
 AB7768  GEOID HEIGHT    -        -24.897 (meters)                     GEOID18
 AB7768  DYNAMIC HEIGHT  -          2.013 (meters)        6.60  (feet) COMP
 AB7768  MODELED GRAVITY -    979,042.0   (mgal)                       NAVD 88
 AB7768
 AB7768  VERT ORDER      -  FIRST     CLASS II
 AB7768
 AB7768.The horizontal coordinates were scaled from a map and have
 AB7768.an estimated accuracy of +/- 6 seconds.
 AB7768
 AB7768.The orthometric height was determined by differential leveling and
 AB7768.adjusted by the NATIONAL GEODETIC SURVEY
 AB7768.in March 1997.
 AB7768
 AB7768.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7768.GEOID18 height accuracy estimate available here.
 AB7768
 AB7768.Click photographs - Photos may exist for this station.
 AB7768
 AB7768.The dynamic height is computed by dividing the NAVD 88
 AB7768.geopotential number by the normal gravity value computed on the
 AB7768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7768.degrees latitude (g = 980.6199 gals.).
 AB7768
 AB7768.The modeled gravity was interpolated from observed gravity values.
 AB7768
 AB7768;                    North         East    Units  Estimated Accuracy
 AB7768;SPC FL E     -   176,130.      258,610.      MT  (+/- 180 meters Scaled)
 AB7768
 AB7768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ585672(NAD 83)
 AB7768
 AB7768                          SUPERSEDED SURVEY CONTROL
 AB7768
 AB7768.No superseded survey control is available for this station.
 AB7768
 AB7768_MARKER: DD = SURVEY DISK
 AB7768_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7768_SP_SET: STORM DRAIN
 AB7768_STAMPING: 87 93 A 29
 AB7768_MARK LOGO: FLDT
 AB7768_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7768_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7768+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7768
 AB7768  HISTORY     - Date     Condition        Report By
 AB7768  HISTORY     - 1993     MONUMENTED       FLDT
 AB7768  HISTORY     - 19930803 GOOD             NGS
 AB7768
 AB7768                          STATION DESCRIPTION
 AB7768
 AB7768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7768'THE MARK IS ABOUT 16.8 MI (27.0 KM) SOUTHWEST OF COOPER CITY, 23.2 MI
 AB7768'(37.3 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 14, TOWNSHIP 52 SOUTH,
 AB7768'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7768'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7768'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7768'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7768'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7768'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7768'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7768'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 2.35 MI (3.78
 AB7768'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF THE EAST CORNER OF A
 AB7768'7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM DRAIN. LOCATED 32.6 FT (9.9 M)
 AB7768'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 16.6 FT (5.1 M) WEST
 AB7768'OF THE EDGE OF THE ASPHALT AND 10.5 FT (3.2 M) NORTHEAST OF THE METAL
 AB7768'GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB7769 ***********************************************************************
 AB7769  DESIGNATION -  87 93 A 30
 AB7769  PID         -  AB7769
 AB7769  STATE/COUNTY-  FL/MIAMI-DADE
 AB7769  COUNTRY     -  US
 AB7769  USGS QUAD   -  PENNSUCO (2018)
 AB7769
 AB7769                         *CURRENT SURVEY CONTROL
 AB7769  ______________________________________________________________________
 AB7769* NAD 83(1986) POSITION- 25 55 05.     (N) 080 24 34.     (W)   SCALED
 AB7769* NAVD 88 ORTHO HEIGHT -     2.084 (meters)        6.84  (feet) ADJUSTED
 AB7769  ______________________________________________________________________
 AB7769  GEOID HEIGHT    -        -24.907 (meters)                     GEOID18
 AB7769  DYNAMIC HEIGHT  -          2.080 (meters)        6.82  (feet) COMP
 AB7769  MODELED GRAVITY -    979,042.0   (mgal)                       NAVD 88
 AB7769
 AB7769  VERT ORDER      -  FIRST     CLASS II
 AB7769
 AB7769.The horizontal coordinates were scaled from a map and have
 AB7769.an estimated accuracy of +/- 6 seconds.
 AB7769
 AB7769.The orthometric height was determined by differential leveling and
 AB7769.adjusted by the NATIONAL GEODETIC SURVEY
 AB7769.in March 1997.
 AB7769
 AB7769.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7769.GEOID18 height accuracy estimate available here.
 AB7769
 AB7769.Click photographs - Photos may exist for this station.
 AB7769
 AB7769.The dynamic height is computed by dividing the NAVD 88
 AB7769.geopotential number by the normal gravity value computed on the
 AB7769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7769.degrees latitude (g = 980.6199 gals.).
 AB7769
 AB7769.The modeled gravity was interpolated from observed gravity values.
 AB7769
 AB7769;                    North         East    Units  Estimated Accuracy
 AB7769;SPC FL E     -   175,670.      259,160.      MT  (+/- 180 meters Scaled)
 AB7769
 AB7769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ591667(NAD 83)
 AB7769
 AB7769                          SUPERSEDED SURVEY CONTROL
 AB7769
 AB7769.No superseded survey control is available for this station.
 AB7769
 AB7769_MARKER: DD = SURVEY DISK
 AB7769_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7769_SP_SET: STORM DRAIN
 AB7769_STAMPING: 87 93 A 30
 AB7769_MARK LOGO: FLDT
 AB7769_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7769+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7769
 AB7769  HISTORY     - Date     Condition        Report By
 AB7769  HISTORY     - 1993     MONUMENTED       FLDT
 AB7769  HISTORY     - 19930803 GOOD             NGS
 AB7769
 AB7769                          STATION DESCRIPTION
 AB7769
 AB7769'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7769'THE MARK IS ABOUT 17.2 MI (27.7 KM) SOUTHWEST OF COOPER CITY, 22.6 MI
 AB7769'(36.4 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 14, TOWNSHIP 52 SOUTH,
 AB7769'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7769'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7769'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7769'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7769'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7769'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7769'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7769'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 2.8 MI (4.5
 AB7769'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF THE NORTH CORNER OF A
 AB7769'7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM DRAIN. LOCATED 32.8 FT (10.0 M)
 AB7769'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 17.2 FT (5.2 M) WEST
 AB7769'OF THE EDGE OF THE ASPHALT AND 10.7 FT (3.3 M) NORTHEAST OF THE METAL
 AB7769'GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB7770 ***********************************************************************
 AB7770  DESIGNATION -  87 93 A 31
 AB7770  PID         -  AB7770
 AB7770  STATE/COUNTY-  FL/MIAMI-DADE
 AB7770  COUNTRY     -  US
 AB7770  USGS QUAD   -  PENNSUCO (2018)
 AB7770
 AB7770                         *CURRENT SURVEY CONTROL
 AB7770  ______________________________________________________________________
 AB7770* NAD 83(1986) POSITION- 25 54 49.     (N) 080 24 11.     (W)   SCALED
 AB7770* NAVD 88 ORTHO HEIGHT -     2.085 (meters)        6.84  (feet) ADJUSTED
 AB7770  ______________________________________________________________________
 AB7770  GEOID HEIGHT    -        -24.917 (meters)                     GEOID18
 AB7770  DYNAMIC HEIGHT  -          2.081 (meters)        6.83  (feet) COMP
 AB7770  MODELED GRAVITY -    979,042.1   (mgal)                       NAVD 88
 AB7770
 AB7770  VERT ORDER      -  FIRST     CLASS II
 AB7770
 AB7770.The horizontal coordinates were scaled from a map and have
 AB7770.an estimated accuracy of +/- 6 seconds.
 AB7770
 AB7770.The orthometric height was determined by differential leveling and
 AB7770.adjusted by the NATIONAL GEODETIC SURVEY
 AB7770.in March 1997.
 AB7770
 AB7770.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7770.GEOID18 height accuracy estimate available here.
 AB7770
 AB7770.Click photographs - Photos may exist for this station.
 AB7770
 AB7770.The dynamic height is computed by dividing the NAVD 88
 AB7770.geopotential number by the normal gravity value computed on the
 AB7770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7770.degrees latitude (g = 980.6199 gals.).
 AB7770
 AB7770.The modeled gravity was interpolated from observed gravity values.
 AB7770
 AB7770;                    North         East    Units  Estimated Accuracy
 AB7770;SPC FL E     -   175,180.      259,810.      MT  (+/- 180 meters Scaled)
 AB7770
 AB7770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ597662(NAD 83)
 AB7770
 AB7770                          SUPERSEDED SURVEY CONTROL
 AB7770
 AB7770.No superseded survey control is available for this station.
 AB7770
 AB7770_MARKER: DD = SURVEY DISK
 AB7770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7770_SP_SET: STORM DRAIN
 AB7770_STAMPING: 87 93 A 31
 AB7770_MARK LOGO: FLDT
 AB7770_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7770+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7770
 AB7770  HISTORY     - Date     Condition        Report By
 AB7770  HISTORY     - 1993     MONUMENTED       FLDT
 AB7770  HISTORY     - 19930803 GOOD             NGS
 AB7770
 AB7770                          STATION DESCRIPTION
 AB7770
 AB7770'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7770'THE MARK IS ABOUT 17.7 MI (28.5 KM) SOUTHWEST OF COOPER CITY, 22.0 MI
 AB7770'(35.4 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 13, TOWNSHIP 52 SOUTH,
 AB7770'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7770'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7770'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7770'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7770'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7770'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7770'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7770'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.3 MI (5.3
 AB7770'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF THE NORTH CORNER OF A
 AB7770'7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM DRAIN. LOCATED 34.2 FT (10.4 M)
 AB7770'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 18.5 FT (5.6 M) WEST
 AB7770'OF THE EDGE OF THE ASPHALT AND 9.4 FT (2.9 M) NORTHEAST OF THE METAL
 AB7770'GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB7771 ***********************************************************************
 AB7771  DESIGNATION -  87 93 A 32
 AB7771  PID         -  AB7771
 AB7771  STATE/COUNTY-  FL/MIAMI-DADE
 AB7771  COUNTRY     -  US
 AB7771  USGS QUAD   -  PENNSUCO (2018)
 AB7771
 AB7771                         *CURRENT SURVEY CONTROL
 AB7771  ______________________________________________________________________
 AB7771* NAD 83(1986) POSITION- 25 54 35.     (N) 080 23 53.     (W)   SCALED
 AB7771* NAVD 88 ORTHO HEIGHT -     2.118 (meters)        6.95  (feet) ADJUSTED
 AB7771  ______________________________________________________________________
 AB7771  GEOID HEIGHT    -        -24.926 (meters)                     GEOID18
 AB7771  DYNAMIC HEIGHT  -          2.115 (meters)        6.94  (feet) COMP
 AB7771  MODELED GRAVITY -    979,042.1   (mgal)                       NAVD 88
 AB7771
 AB7771  VERT ORDER      -  FIRST     CLASS II
 AB7771
 AB7771.The horizontal coordinates were scaled from a map and have
 AB7771.an estimated accuracy of +/- 6 seconds.
 AB7771
 AB7771.The orthometric height was determined by differential leveling and
 AB7771.adjusted by the NATIONAL GEODETIC SURVEY
 AB7771.in March 1997.
 AB7771
 AB7771.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7771.GEOID18 height accuracy estimate available here.
 AB7771
 AB7771.Click photographs - Photos may exist for this station.
 AB7771
 AB7771.The dynamic height is computed by dividing the NAVD 88
 AB7771.geopotential number by the normal gravity value computed on the
 AB7771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7771.degrees latitude (g = 980.6199 gals.).
 AB7771
 AB7771.The modeled gravity was interpolated from observed gravity values.
 AB7771
 AB7771;                    North         East    Units  Estimated Accuracy
 AB7771;SPC FL E     -   174,750.      260,310.      MT  (+/- 180 meters Scaled)
 AB7771
 AB7771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ602658(NAD 83)
 AB7771
 AB7771                          SUPERSEDED SURVEY CONTROL
 AB7771
 AB7771.No superseded survey control is available for this station.
 AB7771
 AB7771_MARKER: DD = SURVEY DISK
 AB7771_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7771_SP_SET: STORM DRAIN
 AB7771_STAMPING: 87 93 A 32
 AB7771_MARK LOGO: FLDT
 AB7771_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7771_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7771+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7771
 AB7771  HISTORY     - Date     Condition        Report By
 AB7771  HISTORY     - 1993     MONUMENTED       FLDT
 AB7771  HISTORY     - 19930803 GOOD             NGS
 AB7771
 AB7771                          STATION DESCRIPTION
 AB7771
 AB7771'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7771'THE MARK IS ABOUT 18.1 MI (29.1 KM) SOUTHWEST OF COOPER CITY, 21.6 MI
 AB7771'(34.8 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 24, TOWNSHIP 52 SOUTH,
 AB7771'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7771'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7771'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7771'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7771'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7771'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7771'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7771'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.7 MI (6.0
 AB7771'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF THE SOUTH CORNER OF A
 AB7771'7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM DRAIN. LOCATED 36.3 FT (11.1 M)
 AB7771'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 20.2 FT (6.2 M) WEST
 AB7771'OF THE EDGE OF THE ASPHALT AND 8.0 FT (2.4 M) NORTHEAST OF THE METAL
 AB7771'GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB7772 ***********************************************************************
 AB7772  DESIGNATION -  87 93 A 33
 AB7772  PID         -  AB7772
 AB7772  STATE/COUNTY-  FL/MIAMI-DADE
 AB7772  COUNTRY     -  US
 AB7772  USGS QUAD   -  PENNSUCO (2018)
 AB7772
 AB7772                         *CURRENT SURVEY CONTROL
 AB7772  ______________________________________________________________________
 AB7772* NAD 83(1986) POSITION- 25 54 18.     (N) 080 23 29.     (W)   SCALED
 AB7772* NAVD 88 ORTHO HEIGHT -     1.911 (meters)        6.27  (feet) ADJUSTED
 AB7772  ______________________________________________________________________
 AB7772  GEOID HEIGHT    -        -24.937 (meters)                     GEOID18
 AB7772  DYNAMIC HEIGHT  -          1.908 (meters)        6.26  (feet) COMP
 AB7772  MODELED GRAVITY -    979,042.2   (mgal)                       NAVD 88
 AB7772
 AB7772  VERT ORDER      -  FIRST     CLASS II
 AB7772
 AB7772.The horizontal coordinates were scaled from a map and have
 AB7772.an estimated accuracy of +/- 6 seconds.
 AB7772
 AB7772.The orthometric height was determined by differential leveling and
 AB7772.adjusted by the NATIONAL GEODETIC SURVEY
 AB7772.in March 1997.
 AB7772
 AB7772.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7772.GEOID18 height accuracy estimate available here.
 AB7772
 AB7772.Click photographs - Photos may exist for this station.
 AB7772
 AB7772.The dynamic height is computed by dividing the NAVD 88
 AB7772.geopotential number by the normal gravity value computed on the
 AB7772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7772.degrees latitude (g = 980.6199 gals.).
 AB7772
 AB7772.The modeled gravity was interpolated from observed gravity values.
 AB7772
 AB7772;                    North         East    Units  Estimated Accuracy
 AB7772;SPC FL E     -   174,230.      260,980.      MT  (+/- 180 meters Scaled)
 AB7772
 AB7772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ609653(NAD 83)
 AB7772
 AB7772                          SUPERSEDED SURVEY CONTROL
 AB7772
 AB7772.No superseded survey control is available for this station.
 AB7772
 AB7772_MARKER: DD = SURVEY DISK
 AB7772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7772_SP_SET: STORM DRAIN
 AB7772_STAMPING: 87 93 A 33
 AB7772_MARK LOGO: FLDT
 AB7772_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7772+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7772
 AB7772  HISTORY     - Date     Condition        Report By
 AB7772  HISTORY     - 1993     MONUMENTED       FLDT
 AB7772  HISTORY     - 19930803 GOOD             NGS
 AB7772
 AB7772                          STATION DESCRIPTION
 AB7772
 AB7772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7772'THE MARK IS ABOUT 18.6 MI (29.9 KM) SOUTHWEST OF COOPER CITY, 21.1 MI
 AB7772'(34.0 KM) NORTH-NORTHWEST OF MIAMI IN SECTION 24, TOWNSHIP 52 SOUTH,
 AB7772'RANGE 39 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY
 AB7772'27 AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO
 AB7772'SOUTH ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF
 AB7772'STATE HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27
 AB7772'FOR 3.55 MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE
 AB7772'SOUTH ON U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD
 AB7772'COUNTY LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF
 AB7772'STATE HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 4.25 MI (6.84
 AB7772'KM) TO THE MARK ON THE RIGHT, SET ON THE TOP OF THE SOUTH CORNER OF A
 AB7772'7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM DRAIN. LOCATED 34.3 FT (10.5 M)
 AB7772'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 18.3 FT (5.6 M) WEST
 AB7772'OF THE EDGE OF THE ASPHALT AND 9.5 FT (2.9 M) NORTHEAST OF THE METAL
 AB7772'GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB7773 ***********************************************************************
 AB7773  DESIGNATION -  87 93 A 35
 AB7773  PID         -  AB7773
 AB7773  STATE/COUNTY-  FL/MIAMI-DADE
 AB7773  COUNTRY     -  US
 AB7773  USGS QUAD   -  PENNSUCO (2018)
 AB7773
 AB7773                         *CURRENT SURVEY CONTROL
 AB7773  ______________________________________________________________________
 AB7773* NAD 83(1986) POSITION- 25 53 37.     (N) 080 22 35.     (W)   SCALED
 AB7773* NAVD 88 ORTHO HEIGHT -     1.981 (meters)        6.50  (feet) ADJUSTED
 AB7773  ______________________________________________________________________
 AB7773  GEOID HEIGHT    -        -24.963 (meters)                     GEOID18
 AB7773  DYNAMIC HEIGHT  -          1.978 (meters)        6.49  (feet) COMP
 AB7773  MODELED GRAVITY -    979,042.4   (mgal)                       NAVD 88
 AB7773
 AB7773  VERT ORDER      -  FIRST     CLASS II
 AB7773
 AB7773.The horizontal coordinates were scaled from a map and have
 AB7773.an estimated accuracy of +/- 6 seconds.
 AB7773
 AB7773.The orthometric height was determined by differential leveling and
 AB7773.adjusted by the NATIONAL GEODETIC SURVEY
 AB7773.in March 1997.
 AB7773
 AB7773.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7773.GEOID18 height accuracy estimate available here.
 AB7773
 AB7773.Click photographs - Photos may exist for this station.
 AB7773
 AB7773.The dynamic height is computed by dividing the NAVD 88
 AB7773.geopotential number by the normal gravity value computed on the
 AB7773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7773.degrees latitude (g = 980.6199 gals.).
 AB7773
 AB7773.The modeled gravity was interpolated from observed gravity values.
 AB7773
 AB7773;                    North         East    Units  Estimated Accuracy
 AB7773;SPC FL E     -   172,980.      262,490.      MT  (+/- 180 meters Scaled)
 AB7773
 AB7773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ624640(NAD 83)
 AB7773
 AB7773                          SUPERSEDED SURVEY CONTROL
 AB7773
 AB7773.No superseded survey control is available for this station.
 AB7773
 AB7773_MARKER: DD = SURVEY DISK
 AB7773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7773_SP_SET: STORM DRAIN
 AB7773_STAMPING: 87 93 A 35
 AB7773_MARK LOGO: FLDT
 AB7773_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7773+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2009
 AB7773
 AB7773  HISTORY     - Date     Condition        Report By
 AB7773  HISTORY     - 1993     MONUMENTED       FLDT
 AB7773  HISTORY     - 19930803 GOOD             NGS
 AB7773  HISTORY     - 20090602 GOOD             INDIV
 AB7773
 AB7773                          STATION DESCRIPTION
 AB7773
 AB7773'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7773'THE MARK IS ABOUT 19.8 MI (31.9 KM) SOUTHWEST OF COOPER CITY, 19.9 MI
 AB7773'(32.0 KM) NORTH-NORTHWEST OF MIAMI, 6.0 MI (9.7 KM) NORTHWEST OF
 AB7773'HIALEAH IN SECTION 30, TOWNSHIP 52 SOUTH, RANGE 40 EAST. TO REACH THE
 AB7773'MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27 AND THE EASTBOUND LANES
 AB7773'OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH ON U.S. HIGHWAY 27 FOR
 AB7773'5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE HIGHWAY 818 (GRIFFIN
 AB7773'ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55 MI (5.71 KM) TO THE
 AB7773'INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR
 AB7773'7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY LINE, CONTINUE SOUTH ON
 AB7773'U.S. HIGHWAY 27 TO THE JUNCTION OF STATE HIGHWAY 997, CONTINUE SOUTH
 AB7773'ON U.S. HIGHWAY 27 FOR 5.45 MI (8.77 KM) TO THE MARK ON THE RIGHT, SET
 AB7773'ON THE TOP OF THE WEST SIDE OF A 7.4 FT (2.3 M) X 6.4 FT (2.0 M) STORM
 AB7773'DRAIN. LOCATED 40.0 FT (12.2 M) SOUTHWEST OF THE CENTERLINE OF U.S.
 AB7773'HIGHWAY 27, 13.0 FT (4.0 M) WEST OF THE EDGE OF THE ASPHALT AND 3.0 FT
 AB7773'(0.9 M) NORTHEAST OF THE METAL GUARDRAIL.
 AB7773
 AB7773                          STATION RECOVERY (2009)
 AB7773
 AB7773'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009 (STH)
 AB7773'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB7774 ***********************************************************************
 AB7774  DESIGNATION -  87 93 A 36
 AB7774  PID         -  AB7774
 AB7774  STATE/COUNTY-  FL/MIAMI-DADE
 AB7774  COUNTRY     -  US
 AB7774  USGS QUAD   -  OPA-LOCKA (2018)
 AB7774
 AB7774                         *CURRENT SURVEY CONTROL
 AB7774  ______________________________________________________________________
 AB7774* NAD 83(1986) POSITION- 25 53 19.     (N) 080 22 11.     (W)   SCALED
 AB7774* NAVD 88 ORTHO HEIGHT -     2.012 (meters)        6.60  (feet) ADJUSTED
 AB7774  ______________________________________________________________________
 AB7774  GEOID HEIGHT    -        -24.975 (meters)                     GEOID18
 AB7774  DYNAMIC HEIGHT  -          2.008 (meters)        6.59  (feet) COMP
 AB7774  MODELED GRAVITY -    979,042.5   (mgal)                       NAVD 88
 AB7774
 AB7774  VERT ORDER      -  FIRST     CLASS II
 AB7774
 AB7774.The horizontal coordinates were scaled from a map and have
 AB7774.an estimated accuracy of +/- 6 seconds.
 AB7774
 AB7774.The orthometric height was determined by differential leveling and
 AB7774.adjusted by the NATIONAL GEODETIC SURVEY
 AB7774.in March 1997.
 AB7774
 AB7774.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7774.GEOID18 height accuracy estimate available here.
 AB7774
 AB7774.Click photographs - Photos may exist for this station.
 AB7774
 AB7774.The dynamic height is computed by dividing the NAVD 88
 AB7774.geopotential number by the normal gravity value computed on the
 AB7774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7774.degrees latitude (g = 980.6199 gals.).
 AB7774
 AB7774.The modeled gravity was interpolated from observed gravity values.
 AB7774
 AB7774;                    North         East    Units  Estimated Accuracy
 AB7774;SPC FL E     -   172,430.      263,160.      MT  (+/- 180 meters Scaled)
 AB7774
 AB7774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ631634(NAD 83)
 AB7774
 AB7774                          SUPERSEDED SURVEY CONTROL
 AB7774
 AB7774.No superseded survey control is available for this station.
 AB7774
 AB7774_MARKER: DD = SURVEY DISK
 AB7774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7774_SP_SET: STORM DRAIN
 AB7774_STAMPING: 87 93 A 36
 AB7774_MARK LOGO: FLDT
 AB7774_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7774+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7774
 AB7774  HISTORY     - Date     Condition        Report By
 AB7774  HISTORY     - 1993     MONUMENTED       FLDT
 AB7774  HISTORY     - 19930803 GOOD             NGS
 AB7774
 AB7774                          STATION DESCRIPTION
 AB7774
 AB7774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7774'THE MARK IS ABOUT 19.4 MI (31.2 KM) NORTH-NORTHWEST OF MIAMI, 5.45 MI
 AB7774'(8.77 KM) NORTHWEST OF HIALEAH IN SECTION 39, TOWNSHIP 52 SOUTH, RANGE
 AB7774'40 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27
 AB7774'AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH
 AB7774'ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE
 AB7774'HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55
 AB7774'MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON
 AB7774'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY
 AB7774'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE
 AB7774'HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 6.0 MI (9.7 KM) TO
 AB7774'THE MARK ON THE RIGHT, SET ON THE TOP OF THE EAST SIDE OF A 7.4 FT
 AB7774'(2.3 M) X 6.4 FT (2.0 M) STORM DRAIN, 36.5 FT (11.1 M) SOUTH SOUTHWEST
 AB7774'OF THE CENTERLINE OF U.S. HIGHWAY 27, 25.7 FT (7.8 M) SOUTH OF A METAL
 AB7774'LIGHT POLE, 8.5 FT (2.6 M) WEST OF THE EDGE OF THE ASPHALT AND 7.0 FT
 AB7774'(2.1 M) NORTHEAST OF THE METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB7775 ***********************************************************************
 AB7775  DESIGNATION -  87 93 A 37
 AB7775  PID         -  AB7775
 AB7775  STATE/COUNTY-  FL/MIAMI-DADE
 AB7775  COUNTRY     -  US
 AB7775  USGS QUAD   -  OPA-LOCKA (2018)
 AB7775
 AB7775                         *CURRENT SURVEY CONTROL
 AB7775  ______________________________________________________________________
 AB7775* NAD 83(1986) POSITION- 25 53 03.     (N) 080 21 49.     (W)   SCALED
 AB7775* NAVD 88 ORTHO HEIGHT -     1.843 (meters)        6.05  (feet) ADJUSTED
 AB7775  ______________________________________________________________________
 AB7775  GEOID HEIGHT    -        -24.987 (meters)                     GEOID18
 AB7775  DYNAMIC HEIGHT  -          1.840 (meters)        6.04  (feet) COMP
 AB7775  MODELED GRAVITY -    979,042.5   (mgal)                       NAVD 88
 AB7775
 AB7775  VERT ORDER      -  FIRST     CLASS II
 AB7775
 AB7775.The horizontal coordinates were scaled from a map and have
 AB7775.an estimated accuracy of +/- 6 seconds.
 AB7775
 AB7775.The orthometric height was determined by differential leveling and
 AB7775.adjusted by the NATIONAL GEODETIC SURVEY
 AB7775.in March 1997.
 AB7775
 AB7775.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7775.GEOID18 height accuracy estimate available here.
 AB7775
 AB7775.Click photographs - Photos may exist for this station.
 AB7775
 AB7775.The dynamic height is computed by dividing the NAVD 88
 AB7775.geopotential number by the normal gravity value computed on the
 AB7775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7775.degrees latitude (g = 980.6199 gals.).
 AB7775
 AB7775.The modeled gravity was interpolated from observed gravity values.
 AB7775
 AB7775;                    North         East    Units  Estimated Accuracy
 AB7775;SPC FL E     -   171,940.      263,770.      MT  (+/- 180 meters Scaled)
 AB7775
 AB7775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ637630(NAD 83)
 AB7775
 AB7775                          SUPERSEDED SURVEY CONTROL
 AB7775
 AB7775.No superseded survey control is available for this station.
 AB7775
 AB7775_MARKER: DD = SURVEY DISK
 AB7775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7775_SP_SET: STORM DRAIN
 AB7775_STAMPING: 87 93 A 37
 AB7775_MARK LOGO: FLDT
 AB7775_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7775+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7775
 AB7775  HISTORY     - Date     Condition        Report By
 AB7775  HISTORY     - 1993     MONUMENTED       FLDT
 AB7775  HISTORY     - 19930803 GOOD             NGS
 AB7775
 AB7775                          STATION DESCRIPTION
 AB7775
 AB7775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7775'THE MARK IS ABOUT 18.9 MI (30.4 KM) NORTH-NORTHWEST OF MIAMI, 5.0 MI
 AB7775'(8.0 KM) NORTHWEST OF HIALEAH IN SECTION 32, TOWNSHIP 52 SOUTH, RANGE
 AB7775'40 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27
 AB7775'AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH
 AB7775'ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE
 AB7775'HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55
 AB7775'MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON
 AB7775'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY
 AB7775'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE
 AB7775'HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 6.5 MI (10.5 KM) TO
 AB7775'THE MARK ON THE RIGHT, SET ON THE TOP OF THE EAST CORNER OF A 7.4 FT
 AB7775'(2.3 M) X 6.4 FT (2.0 M) STORM DRAIN. LOCATED 51.3 FT (15.6 M)
 AB7775'WEST-NORTHWEST OF A METAL LIGHT POLE, 35.5 FT (10.8 M) SOUTHWEST OF
 AB7775'THE CENTERLINE OF U.S. HIGHWAY 27, 8.5 FT (2.6 M) WEST OF THE EDGE OF
 AB7775'THE ASPHALT AND 7.0 FT (2.1 M) NORTHEAST OF THE METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB7776 ***********************************************************************
 AB7776  DESIGNATION -  87 93 A 39
 AB7776  PID         -  AB7776
 AB7776  STATE/COUNTY-  FL/MIAMI-DADE
 AB7776  COUNTRY     -  US
 AB7776  USGS QUAD   -  OPA-LOCKA (2018)
 AB7776
 AB7776                         *CURRENT SURVEY CONTROL
 AB7776  ______________________________________________________________________
 AB7776* NAD 83(1986) POSITION- 25 52 30.     (N) 080 21 03.     (W)   SCALED
 AB7776* NAVD 88 ORTHO HEIGHT -     1.870 (meters)        6.14  (feet) ADJUSTED
 AB7776  ______________________________________________________________________
 AB7776  GEOID HEIGHT    -        -25.012 (meters)                     GEOID18
 AB7776  DYNAMIC HEIGHT  -          1.867 (meters)        6.13  (feet) COMP
 AB7776  MODELED GRAVITY -    979,042.5   (mgal)                       NAVD 88
 AB7776
 AB7776  VERT ORDER      -  FIRST     CLASS II
 AB7776
 AB7776.The horizontal coordinates were scaled from a map and have
 AB7776.an estimated accuracy of +/- 6 seconds.
 AB7776
 AB7776.The orthometric height was determined by differential leveling and
 AB7776.adjusted by the NATIONAL GEODETIC SURVEY
 AB7776.in March 1997.
 AB7776
 AB7776.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB7776.GEOID18 height accuracy estimate available here.
 AB7776
 AB7776.Click photographs - Photos may exist for this station.
 AB7776
 AB7776.The dynamic height is computed by dividing the NAVD 88
 AB7776.geopotential number by the normal gravity value computed on the
 AB7776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB7776.degrees latitude (g = 980.6199 gals.).
 AB7776
 AB7776.The modeled gravity was interpolated from observed gravity values.
 AB7776
 AB7776;                    North         East    Units  Estimated Accuracy
 AB7776;SPC FL E     -   170,930.      265,060.      MT  (+/- 180 meters Scaled)
 AB7776
 AB7776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ650620(NAD 83)
 AB7776
 AB7776                          SUPERSEDED SURVEY CONTROL
 AB7776
 AB7776.No superseded survey control is available for this station.
 AB7776
 AB7776_MARKER: DD = SURVEY DISK
 AB7776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB7776_SP_SET: STORM DRAIN
 AB7776_STAMPING: 87 93 A 39
 AB7776_MARK LOGO: FLDT
 AB7776_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB7776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB7776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB7776+SATELLITE: SATELLITE OBSERVATIONS - August 03, 1993
 AB7776
 AB7776  HISTORY     - Date     Condition        Report By
 AB7776  HISTORY     - 1993     MONUMENTED       FLDT
 AB7776  HISTORY     - 19930803 GOOD             NGS
 AB7776
 AB7776                          STATION DESCRIPTION
 AB7776
 AB7776'DESCRIBED BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 AB7776'THE MARK IS ABOUT 18.0 MI (29.0 KM) NORTH-NORTHWEST OF MIAMI, 4.0 MI
 AB7776'(6.4 KM) NORTHWEST OF HIALEAH IN SECTION 33, TOWNSHIP 52 SOUTH, RANGE
 AB7776'40 EAST. TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 27
 AB7776'AND THE EASTBOUND LANES OF INTERSTATE 75 (ALLIGATOR ALLEY), GO SOUTH
 AB7776'ON U.S. HIGHWAY 27 FOR 5.90 MI (9.49 KM) TO THE INTERSECTION OF STATE
 AB7776'HIGHWAY 818 (GRIFFIN ROAD), CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 3.55
 AB7776'MI (5.71 KM) TO THE INTERSECTION OF PINES BOULEVARD, CONTINUE SOUTH ON
 AB7776'U.S. HIGHWAY 27 FOR 7.75 MI (12.47 KM) TO THE DADE-BROWARD COUNTY
 AB7776'LINE, CONTINUE SOUTH ON U.S. HIGHWAY 27 TO THE JUNCTION OF STATE
 AB7776'HIGHWAY 997, CONTINUE SOUTH ON U.S. HIGHWAY 27 FOR 7.5 MI (12.1 KM) TO
 AB7776'THE MARK ON THE RIGHT, SET ON THE TOP OF THE NORTH CORNER OF A 7.4 FT
 AB7776'(2.3 M) X 6.4 FT (2.0 M) STORM DRAIN.  ALSO 0.65 MI (1.05 KM)
 AB7776'NORTHWEST OF THE JUNCTION OF NW 105TH WAY. LOCATED 36.0 FT (11.0 M)
 AB7776'SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 27, 8.5 FT (2.6 M) WEST OF
 AB7776'THE EDGE OF THE ASPHALT AND 7.3 FT (2.2 M) NORTHEAST OF THE METAL
 AB7776'GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ7745 ***********************************************************************
 AJ7745  DESIGNATION -  87 94 518 A
 AJ7745  PID         -  AJ7745
 AJ7745  STATE/COUNTY-  FL/MIAMI-DADE
 AJ7745  COUNTRY     -  US
 AJ7745  USGS QUAD   -  LONG ISLAND (2018)
 AJ7745
 AJ7745                         *CURRENT SURVEY CONTROL
 AJ7745  ______________________________________________________________________
 AJ7745* NAD 83(1986) POSITION- 25 45 43.7    (N) 080 44 20.8    (W)   HD_HELD2
 AJ7745* NAVD 88 ORTHO HEIGHT -     3.230 (meters)       10.60  (feet) ADJUSTED
 AJ7745  ______________________________________________________________________
 AJ7745  GEOID HEIGHT    -        -24.263 (meters)                     GEOID18
 AJ7745  DYNAMIC HEIGHT  -          3.225 (meters)       10.58  (feet) COMP
 AJ7745  MODELED GRAVITY -    979,027.6   (mgal)                       NAVD 88
 AJ7745
 AJ7745  VERT ORDER      -  FIRST     CLASS II
 AJ7745
 AJ7745.The horizontal coordinates were established by autonomous hand held GPS
 AJ7745.observations and have an estimated accuracy of +/- 10 meters.
 AJ7745
 AJ7745.The orthometric height was determined by differential leveling and
 AJ7745.adjusted by the NATIONAL GEODETIC SURVEY
 AJ7745.in March 2002.
 AJ7745
 AJ7745.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ7745.GEOID18 height accuracy estimate available here.
 AJ7745
 AJ7745.Click photographs - Photos may exist for this station.
 AJ7745
 AJ7745.The dynamic height is computed by dividing the NAVD 88
 AJ7745.geopotential number by the normal gravity value computed on the
 AJ7745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ7745.degrees latitude (g = 980.6199 gals.).
 AJ7745
 AJ7745.The modeled gravity was interpolated from observed gravity values.
 AJ7745
 AJ7745;                    North         East    Units  Estimated Accuracy
 AJ7745;SPC FL E     -   158,291.      226,170.      MT  (+/- 10 meters HH2 GPS)
 AJ7745
 AJ7745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ2616149368(NAD 83)
 AJ7745
 AJ7745                          SUPERSEDED SURVEY CONTROL
 AJ7745
 AJ7745.No superseded survey control is available for this station.
 AJ7745
 AJ7745_MARKER: DD = SURVEY DISK
 AJ7745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ7745_STAMPING: 87 94 518A BM
 AJ7745_MARK LOGO: FLDT
 AJ7745_PROJECTION: RECESSED 3 CENTIMETERS
 AJ7745_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ7745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ7745+STABILITY: SURFACE MOTION
 AJ7745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ7745+SATELLITE: SATELLITE OBSERVATIONS - 2002
 AJ7745
 AJ7745  HISTORY     - Date     Condition        Report By
 AJ7745  HISTORY     - UNK      MONUMENTED       FLDT
 AJ7745  HISTORY     - 20011010 GOOD             LDBLS
 AJ7745  HISTORY     - 2002     GOOD             MAPTEC
 AJ7745
 AJ7745                          STATION DESCRIPTION
 AJ7745
 AJ7745'DESCRIBED BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AJ7745'THE MARK IS ABOUT 117.7 KM (73.16 MI) SOUTHEAST OF NAPLES, ABOUT 43.9
 AJ7745'KM (27.28 MI) WEST OF WEST MIAMI IN DADE COUNTY, FLORIDA. OWNERSHIP--
 AJ7745'FLORIDA DEPARTMENT OF TRANSPORTATION.
 AJ7745'
 AJ7745'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AJ7745'TRAIL) AND THE FLORIDA TURNPIKE (ABOUT 8.5 KM (5.25 MI) WEST OF WEST
 AJ7745'MIAMI), GO WEST ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) 9.7 KM (6.0 MI) TO
 AJ7745'ITS INTERSECTION WITH STATE ROAD 997, CONTINUE WEST ON U.S. HIGHWAY 41
 AJ7745'24.6 KM (15.29 MI) TO CONCRETE WEIR STRUCTURE S12C, CONTINUE WEST ON
 AJ7745'U.S. HIGHWAY 41 1.2 KM (0.76 MI) TO THE MARK ON THE RIGHT.
 AJ7745'
 AJ7745'THE MARK IS 3.0 KM (1.89 MI) EAST ON U.S. HIGHWAY 41 FROM WEIR
 AJ7745'STRUCTURE S12B, 65.84 M (216.0 FT) EAST OF (PARELLEL TO HIGHWAY) QWEST
 AJ7745'COMMUNICATIONS BURIED FIBER OPTIC CABLE WARNING MARKER NUMBER 06635,
 AJ7745'54.86 M (180.0 FT) EAST OF (PARELLEL WITH AND ACROSS THE HIGHWAY FROM)
 AJ7745'ATT UNDERGROUND FIBER OPTIC WARNING SIGN NUMBER 1150, 36.58 M
 AJ7745'(120.0 FT) EAST OF (PARELLEL WITH AND ACROSS THE HIGHWAY FROM)
 AJ7745'SOUTHERN BELL UNDERGROUND FIBER OPTIC MARKER NUMBER P-90, 16.31 M
 AJ7745'(53.5 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 3.05 M (10.0 FT)
 AJ7745'SOUTH OF THE SOUTH EDGE OF A CANAL, 0.40 M (1.3 FT) SOUTH OF A METAL
 AJ7745'WITNESS POST.  THE MARK IS A DISK SET FLUSH IN THE TOP OF A CONCRETE
 AJ7745'MONUMENT RECESSED 3 CM (0.08 FT) BELOW THE LEVEL OF THE GROUND AND
 AJ7745'ABOUT THE 0.91 M (3.0 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AJ7745
 AJ7745                          STATION RECOVERY (2002)
 AJ7745
 AJ7745'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AJ7745'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2605 ***********************************************************************
 AQ2605  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2605  DESIGNATION -  87 JAS
 AQ2605  PID         -  AQ2605
 AQ2605  STATE/COUNTY-  FL/MARION
 AQ2605  COUNTRY     -  US
 AQ2605  USGS QUAD   -  JUNIPER SPRINGS (2018)
 AQ2605
 AQ2605                         *CURRENT SURVEY CONTROL
 AQ2605  ______________________________________________________________________
 AQ2605* NAD 83(1986) POSITION- 29 13 23.01   (N) 081 38 45.65   (W)   HD_HELD1
 AQ2605* NAVD 88 ORTHO HEIGHT -    15.645 (meters)       51.33  (feet) ADJUSTED
 AQ2605  ______________________________________________________________________
 AQ2605  GEOID HEIGHT    -        -28.326 (meters)                     GEOID18
 AQ2605  DYNAMIC HEIGHT  -         15.623 (meters)       51.26  (feet) COMP
 AQ2605  MODELED GRAVITY -    979,246.8   (mgal)                       NAVD 88
 AQ2605
 AQ2605  VERT ORDER      -  FIRST     CLASS II
 AQ2605
 AQ2605.The horizontal coordinates were determined by differentially corrected
 AQ2605.hand held GPS observations or other comparable positioning techniques
 AQ2605.and have an estimated accuracy of +/- 3 meters.
 AQ2605
 AQ2605.The orthometric height was determined by differential leveling and
 AQ2605.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2605.in September 1997.
 AQ2605
 AQ2605.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2605.GEOID18 height accuracy estimate available here.
 AQ2605
 AQ2605.This Tidal Bench Mark is designated as VM 5272
 AQ2605.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2605
 AQ2605.Click photographs - Photos may exist for this station.
 AQ2605
 AQ2605.The dynamic height is computed by dividing the NAVD 88
 AQ2605.geopotential number by the normal gravity value computed on the
 AQ2605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2605.degrees latitude (g = 980.6199 gals.).
 AQ2605
 AQ2605.The modeled gravity was interpolated from observed gravity values.
 AQ2605
 AQ2605;                    North         East    Units  Estimated Accuracy
 AQ2605;SPC FL W     -   541,803.7     234,415.8     MT  (+/- 3 meters HH1 GPS) 
 AQ2605
 AQ2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3721332871(NAD 83)
 AQ2605
 AQ2605                          SUPERSEDED SURVEY CONTROL
 AQ2605
 AQ2605  NAVD 88 (??/??/92)   15.645  (m)           51.33   (f) SUPERSEDED  3 0
 AQ2605
 AQ2605.Superseded values are not recommended for survey control.
 AQ2605
 AQ2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2605.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2605
 AQ2605_MARKER: DD = SURVEY DISK
 AQ2605_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ2605_SP_SET: CULVERT HEADWALL
 AQ2605_STAMPING: 87 JAS 1966 53
 AQ2605_MARK LOGO: USGS
 AQ2605_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2605+STABILITY: SURFACE MOTION
 AQ2605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2605+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2022
 AQ2605
 AQ2605  HISTORY     - Date     Condition        Report By
 AQ2605  HISTORY     - 1966     MONUMENTED       USGS
 AQ2605  HISTORY     - 1985     GOOD             FLDNR
 AQ2605  HISTORY     - 19960814 GOOD             FLDEP
 AQ2605  HISTORY     - 19970301 GOOD             USPSQD
 AQ2605  HISTORY     - 20040627 GOOD             FLDEP
 AQ2605  HISTORY     - 20221011 GOOD             FLDEP
 AQ2605
 AQ2605                          STATION DESCRIPTION
 AQ2605
 AQ2605'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2605'12.05 MI NW FROM ASTOR.
 AQ2605'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND STATE ROAD 19 (7.9
 AQ2605'MILES WEST OF ASTOR), GO 4.15 MILES NORTH ON STATE ROAD 19 TO THE
 AQ2605'MARK.  THE MARK IS SET IN THE TOP OF THE NORTH END OF A CONCRETE
 AQ2605'CULVERT HEADWALL ON THE EAST SIDE OF THE HIGHWAY, AND BEARS 1 FOOT
 AQ2605'SOUTH OF A WITNESS POST.
 AQ2605'THE MARK IS 1 FT BELOW HIGHWAY.
 AQ2605
 AQ2605                          STATION RECOVERY (1996)
 AQ2605
 AQ2605'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996
 AQ2605'THE MARK IS ABOUT 11.1 MI (17.9 KM) SOUTHEAST OF SALT SPRINGS, 8.0 MI
 AQ2605'(12.9 KM) NORTHWEST OF ASTOR IN SECTION 37, TOWNSHIP 15 SOUTH, RANGE
 AQ2605'26 EAST. TO REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO WEST ON
 AQ2605'STATE ROAD 40 FOR 7.05 MI (11.35 KM) TO THE INTERSECTION OF STATE ROAD
 AQ2605'19, TURN RIGHT ON STATE ROAD 19 AND GO NORTHEAST FOR 4.4 MI (7.1 KM)
 AQ2605'TO THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE CULVERT
 AQ2605'HEADWALL ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 19.
 AQ2605'LOCATED 19.8 FT (6.0 M) EAST OF THE APPROXIMATE CENTERLINE OF STATE
 AQ2605'ROAD 19, 11.8 FT (3.6 M) NORTH OF THE SOUTH END OF THE CONCRETE
 AQ2605'HEADWALL AND 0.9 FT (27.4 CM) SOUTH OF A CARSONITE WITNESS POST.
 AQ2605
 AQ2605                          STATION RECOVERY (1997)
 AQ2605
 AQ2605'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ2605'RECOVERED IN GOOD CONDITION.
 AQ2605
 AQ2605                          STATION RECOVERY (2004)
 AQ2605
 AQ2605'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AQ2605'RECOVERED AS DESCRIBED.
 AQ2605
 AQ2605                          STATION RECOVERY (2022)
 AQ2605
 AQ2605'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 AQ2605'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5125 ***********************************************************************
 DM5125  DESIGNATION -  87.44
 DM5125  PID         -  DM5125
 DM5125  STATE/COUNTY-  FL/SARASOTA
 DM5125  COUNTRY     -  US
 DM5125  USGS QUAD   -  SARASOTA (2018)
 DM5125
 DM5125                         *CURRENT SURVEY CONTROL
 DM5125  ______________________________________________________________________
 DM5125* NAD 83(1986) POSITION- 27 17 29.1    (N) 082 30 50.2    (W)   HD_HELD2
 DM5125* NAVD 88 ORTHO HEIGHT -     5.677 (meters)       18.63  (feet) ADJUSTED
 DM5125  ______________________________________________________________________
 DM5125  GEOID HEIGHT    -        -24.305 (meters)                     GEOID18
 DM5125  DYNAMIC HEIGHT  -          5.668 (meters)       18.60  (feet) COMP
 DM5125  MODELED GRAVITY -    979,128.9   (mgal)                       NAVD 88
 DM5125
 DM5125  VERT ORDER      -  FIRST     CLASS II
 DM5125
 DM5125.The horizontal coordinates were established by autonomous hand held GPS
 DM5125.observations and have an estimated accuracy of +/- 10 meters.
 DM5125
 DM5125.The orthometric height was determined by differential leveling and
 DM5125.adjusted by the NATIONAL GEODETIC SURVEY
 DM5125.in March 2011.
 DM5125
 DM5125.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5125.GEOID18 height accuracy estimate available here.
 DM5125
 DM5125.Click photographs - Photos may exist for this station.
 DM5125
 DM5125.The dynamic height is computed by dividing the NAVD 88
 DM5125.geopotential number by the normal gravity value computed on the
 DM5125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5125.degrees latitude (g = 980.6199 gals.).
 DM5125
 DM5125.The modeled gravity was interpolated from observed gravity values.
 DM5125
 DM5125;                    North         East    Units  Estimated Accuracy
 DM5125;SPC FL W     -   327,797.      149,123.      MT  (+/- 10 meters HH2 GPS)
 DM5125
 DM5125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5017219620(NAD 83)
 DM5125
 DM5125                          SUPERSEDED SURVEY CONTROL
 DM5125
 DM5125.No superseded survey control is available for this station.
 DM5125
 DM5125_MARKER: DR = REFERENCE MARK DISK
 DM5125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM5125_SP_SET: BRIDGE WALKWAY
 DM5125_STAMPING: 87.44 1979
 DM5125_MARK LOGO: FL-115
 DM5125_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5125+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2021
 DM5125
 DM5125  HISTORY     - Date     Condition        Report By
 DM5125  HISTORY     - 1979     MONUMENTED       FL-115
 DM5125  HISTORY     - 20090515 GOOD             FLDEP
 DM5125  HISTORY     - 20211031 GOOD             USPSQD
 DM5125
 DM5125                          STATION DESCRIPTION
 DM5125
 DM5125'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM5125'THE MARK IS ABOUT 3.2 MI (5.1 KM) SOUTH-SOUTHEAST OF SARASOTA, 2.1 MI
 DM5125'(3.4 KM) WEST-NORTHWEST OF BEE RIDGE, IN SECTION 4, TOWNSHIP 37 SOUTH,
 DM5125'RANGE 18 EAST.
 DM5125'
 DM5125'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 72 AND U.S.
 DM5125'HIGHWAY 41 IN SARASOTA, GO NORTHEAST ON STATE ROAD 72 FOR 0.8 MI (1.3
 DM5125'KM) TO THE JUNCTION OF SWIFT ROAD ON THE LEFT.  TURN LEFT ON SWIFT
 DM5125'ROAD AND GO NORTH FOR 1.55 MI (2.5 KM) TO THE INTERSECTION OF
 DM5125'WILKINSON ROAD AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A
 DM5125'CONCRETE BRIDGE WALKWAY AND ABOUT 0.5 FT (15 CM) ABOVE THE LEVEL OF
 DM5125'WILKINSON ROAD.
 DM5125'
 DM5125'LOCATED 62.7 FT (19.1 M) EAST OF THE APPROXIMATE CENTERLINE OF SWIFT
 DM5125'ROAD NORTHBOUND LANES, 40.1 FT (12.2 M) WEST OF A WOODEN POWER POLE,
 DM5125'22.1 FT (6.7 M) EAST OF THE APPROXIMATE CENTER OF A METAL DRAIN GRATE,
 DM5125'14.7 FT (4.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF WILKINSON ROAD,
 DM5125'4.0 FT (1.2 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST AND 0.6 FT
 DM5125'(18 CM) NORTH OF A METAL GUARDRAIL.
 DM5125
 DM5125                          STATION RECOVERY (2021)
 DM5125
 DM5125'RECOVERY NOTE BY US POWER SQUADRON 2021 (GLC)
 DM5125'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2414 ***********************************************************************
 BC2414  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2414  DESIGNATION -  872 0001 A TIDAL
 BC2414  PID         -  BC2414
 BC2414  STATE/COUNTY-  FL/NASSAU
 BC2414  COUNTRY     -  US
 BC2414  USGS QUAD   -  KINGS FERRY (2018)
 BC2414
 BC2414                         *CURRENT SURVEY CONTROL
 BC2414  ______________________________________________________________________
 BC2414* NAD 83(1986) POSITION- 30 47 11.     (N) 081 50 18.     (W)   SCALED
 BC2414* NAVD 88 ORTHO HEIGHT -     3.233 (meters)       10.61  (feet) ADJUSTED
 BC2414  ______________________________________________________________________
 BC2414  GEOID HEIGHT    -        -28.371 (meters)                     GEOID18
 BC2414  DYNAMIC HEIGHT  -          3.229 (meters)       10.59  (feet) COMP
 BC2414  MODELED GRAVITY -    979,393.0   (mgal)                       NAVD 88
 BC2414
 BC2414  VERT ORDER      -  SECOND    CLASS I
 BC2414
 BC2414.The horizontal coordinates were scaled from a map and have
 BC2414.an estimated accuracy of +/- 6 seconds.
 BC2414
 BC2414.The orthometric height was determined by differential leveling and
 BC2414.adjusted by the NATIONAL GEODETIC SURVEY
 BC2414.in June 1991.
 BC2414
 BC2414.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2414.GEOID18 height accuracy estimate available here.
 BC2414
 BC2414.This Tidal Bench Mark is designated as VM 4960
 BC2414.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2414
 BC2414.Click photographs - Photos may exist for this station.
 BC2414
 BC2414.The dynamic height is computed by dividing the NAVD 88
 BC2414.geopotential number by the normal gravity value computed on the
 BC2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2414.degrees latitude (g = 980.6199 gals.).
 BC2414
 BC2414.The modeled gravity was interpolated from observed gravity values.
 BC2414
 BC2414;                    North         East    Units  Estimated Accuracy
 BC2414;SPC FL E     -   715,340.      119,760.      MT  (+/- 180 meters Scaled)
 BC2414
 BC2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ197062(NAD 83)
 BC2414
 BC2414                          SUPERSEDED SURVEY CONTROL
 BC2414
 BC2414.No superseded survey control is available for this station.
 BC2414
 BC2414_MARKER: DD = SURVEY DISK
 BC2414_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC2414_SP_SET: PATIO
 BC2414_STAMPING: 0001 A 1977
 BC2414_MARK LOGO: NOS
 BC2414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC2414
 BC2414  HISTORY     - Date     Condition        Report By
 BC2414  HISTORY     - 1977     MONUMENTED       NOS
 BC2414  HISTORY     - 1985     GOOD             FLDNR
 BC2414  HISTORY     - 20010822 MARK NOT FOUND   FLDEP
 BC2414  HISTORY     - 20021119 MARK NOT FOUND   FLDEP
 BC2414
 BC2414                          STATION DESCRIPTION
 BC2414
 BC2414'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2414'IN KINGS FERRY.
 BC2414'BEGIN AT THE JUNCTION OF ROAD C 121 AND ROAD S 115A AND A DIRT DRIVE
 BC2414'LEADING NORTH, GO 0.1 MILE NORTH ON THE DRIVE TO ITS END AND THE LAST
 BC2414'HOUSE ON THE RIGHT (THE KEENE RESIDENCE).  THE MARK BEARS 126 FEET
 BC2414'NORTHWEST OF THE NORTHWEST CORNER OF A WHITE TWO-STORY HOUSE (KEENE
 BC2414'RESIDENCE) AND IS SET IN AN 18-FOOT BY 16-FOOT CONCRETE PATIO, 3 FEET
 BC2414'NORTH OF THE SOUTH EDGE OF THE PATIO, AND 12.5 FEET WEST OF THE EAST
 BC2414'EDGE OF THE PATIO.
 BC2414
 BC2414                          STATION RECOVERY (2001)
 BC2414
 BC2414'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (PBM)
 BC2414'MARK NOT FOUND.
 BC2414
 BC2414                          STATION RECOVERY (2002)
 BC2414
 BC2414'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC2414'SEARCHED FOR, NOT FOUND.  ACCORDING TO RESIDENT THE PATIO THAT MARK
 BC2414'WAS SET IN WAS REMOVED SEVERAL YEARS AGO WITH KNOWLEDGE OF NOS
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2413 ***********************************************************************
 BC2413  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2413  DESIGNATION -  872 0001 B
 BC2413  PID         -  BC2413
 BC2413  STATE/COUNTY-  FL/NASSAU
 BC2413  COUNTRY     -  US
 BC2413  USGS QUAD   -  KINGS FERRY (2018)
 BC2413
 BC2413                         *CURRENT SURVEY CONTROL
 BC2413  ______________________________________________________________________
 BC2413* NAD 83(1986) POSITION- 30 47 04.     (N) 081 50 20.     (W)   SCALED
 BC2413* NAVD 88 ORTHO HEIGHT -     5.456 (meters)       17.90  (feet) ADJUSTED
 BC2413  ______________________________________________________________________
 BC2413  GEOID HEIGHT    -        -28.370 (meters)                     GEOID18
 BC2413  DYNAMIC HEIGHT  -          5.449 (meters)       17.88  (feet) COMP
 BC2413  MODELED GRAVITY -    979,392.8   (mgal)                       NAVD 88
 BC2413
 BC2413  VERT ORDER      -  SECOND    CLASS I
 BC2413
 BC2413.The horizontal coordinates were scaled from a map and have
 BC2413.an estimated accuracy of +/- 6 seconds.
 BC2413
 BC2413.The orthometric height was determined by differential leveling and
 BC2413.adjusted by the NATIONAL GEODETIC SURVEY
 BC2413.in June 1991.
 BC2413
 BC2413.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2413.GEOID18 height accuracy estimate available here.
 BC2413
 BC2413.This Tidal Bench Mark is designated as VM 4961
 BC2413.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2413
 BC2413.Click photographs - Photos may exist for this station.
 BC2413
 BC2413.The dynamic height is computed by dividing the NAVD 88
 BC2413.geopotential number by the normal gravity value computed on the
 BC2413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2413.degrees latitude (g = 980.6199 gals.).
 BC2413
 BC2413.The modeled gravity was interpolated from observed gravity values.
 BC2413
 BC2413;                    North         East    Units  Estimated Accuracy
 BC2413;SPC FL E     -   715,130.      119,710.      MT  (+/- 180 meters Scaled)
 BC2413
 BC2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ197060(NAD 83)
 BC2413
 BC2413                          SUPERSEDED SURVEY CONTROL
 BC2413
 BC2413.No superseded survey control is available for this station.
 BC2413
 BC2413_MARKER: DB = BENCH MARK DISK
 BC2413_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2413_STAMPING: 0001 B 1977
 BC2413_MARK LOGO: NOS
 BC2413_PROJECTION: FLUSH
 BC2413_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2413_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2413+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004
 BC2413_ROD/PIPE-DEPTH: 8.5 meters
 BC2413
 BC2413  HISTORY     - Date     Condition        Report By
 BC2413  HISTORY     - 1977     MONUMENTED       NOS
 BC2413  HISTORY     - 1985     GOOD             FLDNR
 BC2413  HISTORY     - 20010821 GOOD             FLDEP
 BC2413  HISTORY     - 20040121 GOOD             FLDEP
 BC2413
 BC2413                          STATION DESCRIPTION
 BC2413
 BC2413'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2413'IN KINGS FERRY.
 BC2413'THE MARK IS AT KINGS FERRY, NEAR THE JUNCTION OF ROAD S 115A AND ROAD
 BC2413'C 121, 280 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE KINGS FERRY
 BC2413'GROCERY STORE, 17.5 FEET SOUTH OF THE EAST/WEST DIRT ROAD, AND 0.2
 BC2413'FOOT NORTH OF A WITNESS POST.
 BC2413
 BC2413                          STATION RECOVERY (2001)
 BC2413
 BC2413'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (PBM)
 BC2413'THE MARK IS IN KINGS FERRY, 8.7 MI NORTHEAST OF HILLIARD, 8.3 MI EAST
 BC2413'OF BOULOGNE, IN SECTION
 BC2413'37, TOWNSHIP 4 NORTH, RANGE 25 EAST.
 BC2413'
 BC2413'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 115A AND LAKE
 BC2413'HAMPTON ROAD IN KINGS
 BC2413'FERRY, GO EAST-NORTHEAST ON STATE ROAD 115A FOR 0.1 MI TO THE JUNCTION
 BC2413'OF STATE ROAD
 BC2413'121A (MIDDLE ROAD) AND THE MARK ON THE RIGHT, A (NOS) DISK ATTACHED TO
 BC2413'THE TOP OF A
 BC2413'COPPER-CLAD ROD DRIVEN IN THE GROUND AND ENCASED IN A 4-INCH PVC PIPE
 BC2413'FLUSH WITH THE
 BC2413'GROUND AND ABOUT LEVEL WITH LAKE HAMPTON ROAD, THE DISK IS RECESSED
 BC2413'0.5 FT BELOW THE
 BC2413'LEVEL OF THE PVC PIPE.
 BC2413'
 BC2413'LOCATED 111.0 FT SOUTHWEST OF THE CENTER OF A DRIVEWAY ENTRANCE TO
 BC2413'KINGS PLANTATION,
 BC2413'107.0 FT SOUTHWEST OF THE CENTERLINE OF BAILEY HADDACK LANE, 56.3 FT
 BC2413'SOUTHEAST OF A 14.5
 BC2413'FT DIAMETER OAK TREE IN THE MIDDLE OF THE GUARDRAIL STRUCTURE, 31.6 FT
 BC2413'EAST OF THE
 BC2413'NORTHEAST END OF THE GUARDRAIL IN THE MIDDLE OF THE HIGHWAY, 14.8 FT
 BC2413'SOUTH OF THE
 BC2413'CENTERLINE OF MIDDLE ROAD AND 1.0 FT NORTH OF A METAL WITNESS POST.
 BC2413'
 BC2413'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 BC2413'MONUMENT.
 BC2413
 BC2413                          STATION RECOVERY (2004)
 BC2413
 BC2413'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2413'RECOVERED IN GOOD CONDITION WITH THESE CHANGES.
 BC2413'
 BC2413'THE MARK IS IN SECTION 37, TOWNSHIP 4 NORTH, RANGE 25 EAST.
 BC2413'
 BC2413'LAKE HAMPTON ROAD IS NOW NAMED KOLARS FERRY ROAD AND THE MARK IS 189.5
 BC2413'FT (57.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE KINGS FERRY
 BC2413'COUNTRY STORE.
 BC2413'
 BC2413'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2412 ***********************************************************************
 BC2412  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2412  DESIGNATION -  872 0001 C TIDAL
 BC2412  PID         -  BC2412
 BC2412  STATE/COUNTY-  FL/NASSAU
 BC2412  COUNTRY     -  US
 BC2412  USGS QUAD   -  KINGS FERRY (2018)
 BC2412
 BC2412                         *CURRENT SURVEY CONTROL
 BC2412  ______________________________________________________________________
 BC2412* NAD 83(1986) POSITION- 30 46 53.     (N) 081 50 30.     (W)   SCALED
 BC2412* NAVD 88 ORTHO HEIGHT -     5.634 (meters)       18.48  (feet) ADJUSTED
 BC2412  ______________________________________________________________________
 BC2412  GEOID HEIGHT    -        -28.368 (meters)                     GEOID18
 BC2412  DYNAMIC HEIGHT  -          5.627 (meters)       18.46  (feet) COMP
 BC2412  MODELED GRAVITY -    979,392.5   (mgal)                       NAVD 88
 BC2412
 BC2412  VERT ORDER      -  SECOND    CLASS I
 BC2412
 BC2412.The horizontal coordinates were scaled from a map and have
 BC2412.an estimated accuracy of +/- 6 seconds.
 BC2412
 BC2412.The orthometric height was determined by differential leveling and
 BC2412.adjusted by the NATIONAL GEODETIC SURVEY
 BC2412.in June 1991.
 BC2412
 BC2412.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2412.GEOID18 height accuracy estimate available here.
 BC2412
 BC2412.This Tidal Bench Mark is designated as VM 4962
 BC2412.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2412
 BC2412.Click photographs - Photos may exist for this station.
 BC2412
 BC2412.The dynamic height is computed by dividing the NAVD 88
 BC2412.geopotential number by the normal gravity value computed on the
 BC2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2412.degrees latitude (g = 980.6199 gals.).
 BC2412
 BC2412.The modeled gravity was interpolated from observed gravity values.
 BC2412
 BC2412;                    North         East    Units  Estimated Accuracy
 BC2412;SPC FL E     -   714,790.      119,440.      MT  (+/- 180 meters Scaled)
 BC2412
 BC2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ194056(NAD 83)
 BC2412
 BC2412                          SUPERSEDED SURVEY CONTROL
 BC2412
 BC2412.No superseded survey control is available for this station.
 BC2412
 BC2412_MARKER: DD = SURVEY DISK
 BC2412_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2412_STAMPING: 0001 C 1977
 BC2412_MARK LOGO: NOS
 BC2412_PROJECTION: PROJECTING 3 CENTIMETERS
 BC2412_MAGNETIC: I = MARKER IS A STEEL ROD
 BC2412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2412_ROD/PIPE-DEPTH: 6.71 meters
 BC2412
 BC2412  HISTORY     - Date     Condition        Report By
 BC2412  HISTORY     - 1977     MONUMENTED       NOS
 BC2412  HISTORY     - 1985     GOOD             FLDNR
 BC2412  HISTORY     - 20010821 MARK NOT FOUND   FLDEP
 BC2412  HISTORY     - 20021119 MARK NOT FOUND   FLDEP
 BC2412
 BC2412                          STATION DESCRIPTION
 BC2412
 BC2412'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2412'8.45 MI NE FROM HILLIARD.
 BC2412'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1/301 AND COUNTY ROAD C
 BC2412'108, GO 0.6 MILE NORTHEAST ON C 108 TO THE Y-FORK OF ROAD S 115A, GO
 BC2412'7.85 MILES NORTHEASTERLY ON S 115A TO THE MARK.  THE MARK BEARS 40
 BC2412'FEET EAST OF THE CENTERLINE OF S 115A, 6.3 FEET NORTH OF A POWER
 BC2412'POLE, 0.2 MILE SOUTH OF THE END OF THE PAVEMENT FOR S 115A, 0.3 MILE
 BC2412'SOUTHWEST OF THE JUNCTION OF HIGHWAY C 121, AND 0.3 FOOT WEST OF A
 BC2412'WITNESS POST.
 BC2412
 BC2412                          STATION RECOVERY (2001)
 BC2412
 BC2412'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (PBM)
 BC2412'MARK NOT FOUND.
 BC2412
 BC2412                          STATION RECOVERY (2002)
 BC2412
 BC2412'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC2412'SEARCHED FOR, NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO3842 ***********************************************************************
 DO3842  DESIGNATION -  872 0001 D
 DO3842  PID         -  DO3842
 DO3842  STATE/COUNTY-  FL/NASSAU
 DO3842  COUNTRY     -  US
 DO3842  USGS QUAD   -  KINGS FERRY (2018)
 DO3842
 DO3842                         *CURRENT SURVEY CONTROL
 DO3842  ______________________________________________________________________
 DO3842* NAD 83(1986) POSITION- 30 47 10.05   (N) 081 50 24.76   (W)   HD_HELD1
 DO3842* NAVD 88 ORTHO HEIGHT -     2.131 (meters)        6.99  (feet) ADJUSTED
 DO3842  ______________________________________________________________________
 DO3842  GEOID HEIGHT    -        -28.370 (meters)                     GEOID18
 DO3842  DYNAMIC HEIGHT  -          2.129 (meters)        6.98  (feet) COMP
 DO3842  MODELED GRAVITY -    979,392.9   (mgal)                       NAVD 88
 DO3842
 DO3842  VERT ORDER      -  SECOND    CLASS II
 DO3842
 DO3842.The horizontal coordinates were determined by differentially corrected
 DO3842.hand held GPS observations or other comparable positioning techniques
 DO3842.and have an estimated accuracy of +/- 3 meters.
 DO3842
 DO3842.The orthometric height was determined by differential leveling and
 DO3842.adjusted by the NATIONAL GEODETIC SURVEY
 DO3842.in October 2016.
 DO3842
 DO3842.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO3842.GEOID18 height accuracy estimate available here.
 DO3842
 DO3842.Click photographs - Photos may exist for this station.
 DO3842
 DO3842.The dynamic height is computed by dividing the NAVD 88
 DO3842.geopotential number by the normal gravity value computed on the
 DO3842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO3842.degrees latitude (g = 980.6199 gals.).
 DO3842
 DO3842.The modeled gravity was interpolated from observed gravity values.
 DO3842
 DO3842;                    North         East    Units  Estimated Accuracy
 DO3842;SPC FL E     -   715,313.4     119,581.1     MT  (+/- 3 meters HH1 GPS) 
 DO3842
 DO3842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ1960806201(NAD 83)
 DO3842
 DO3842                          SUPERSEDED SURVEY CONTROL
 DO3842
 DO3842.No superseded survey control is available for this station.
 DO3842
 DO3842_MARKER: F = FLANGE-ENCASED ROD
 DO3842_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO3842_STAMPING: 0001 D 2004
 DO3842_MARK LOGO: NGS
 DO3842_PROJECTION: FLUSH
 DO3842_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO3842_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO3842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO3842+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004
 DO3842_ROD/PIPE-DEPTH: 4.0 meters
 DO3842
 DO3842  HISTORY     - Date     Condition        Report By
 DO3842  HISTORY     - 20040121 MONUMENTED       FLDEP
 DO3842
 DO3842                          STATION DESCRIPTION
 DO3842
 DO3842'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DO3842'THE MARK IS ABOUT 8.1 MI (13.0 KM) NORTHEAST FROM HILLIARD, IN SECTION
 DO3842'44, TOWNSHIP 4 NORTH, RANGE 25 EAST, IN THE PUBLIC RIGHT OF WAY FOR
 DO3842'BILL JOHNSON ROAD.
 DO3842'
 DO3842'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1, 301 AND
 DO3842'COUNTY ROAD 108 IN HILLIARD, GO NORTHEAST ON COUNTY ROAD 108 FOR 0.6
 DO3842'MI (1.0 KM) TO THE Y-JUNCTION OF COUNTY ROAD 115A.  TURN LEFT ON
 DO3842'COUNTY ROAD 115A AND GO NORTHEASTERLY FOR 7.9 MI (12.7 KM) TO THE
 DO3842'JUNCTION OF KOLARS FERRY ROAD.  TURN RIGHT ON KOLARS FERRY ROAD AND GO
 DO3842'EAST-NORTHEAST FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF BILL JOHNSON
 DO3842'ROAD ON THE LEFT.  TURN LEFT ON BILL JOHNSON ROAD AND GO
 DO3842'NORTH-NORTHWEST FOR 0.1 MI (0.2 KM) TO A COUNTY BOAT RAMP AT THE ST.
 DO3842'MARYS RIVER AND THE MARK ON THE LEFT NEAR THE NORTHEAST CORNER OF THE
 DO3842'PROPERTY AT 49124 BILL JOHNSON ROAD, A STAINLESS STEEL ROD DRIVEN TO
 DO3842'REFUSAL AT A DEPTH OF 13.2 FT (4.0 M) WITH AN NATIONAL GEODETIC SURVEY
 DO3842'LOGO CAP FLUSH WITH THE GROUND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF
 DO3842'THE CONCRETE BOAT RAMP DRIVE, THE DATUM POINT IS RECESSED 0.5 FT (15
 DO3842'CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DO3842'
 DO3842'LOCATED APPROXIMATELY 100 FT (30.5 M) SOUTH OF THE ST. MARYS RIVER,
 DO3842'16.5 FT (5.0 M) EAST OF A ROUND CONCRETE ELECTRIC TRANSMISSION LINE
 DO3842'POLE, 13.6 FT (4.1 M) WEST OF THE WEST EDGE OF A 13.0 FT (4.0 M) WIDE
 DO3842'CONCRETE DRIVE TO THE BOAT RAMP, 3.0 FT (0.9 M) SOUTHEAST OF THE
 DO3842'NORTHEAST CORNER POST FOR A 4.0 FT (1.2 M) HIGH CHAIN LINK FENCE AND
 DO3842'2.5 FT (0.8 M) EAST OF THE CHAIN LINK FENCE AND A CARSONITE WITNESS
 DO3842'POST.
 DO3842'
 DO3842'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
 DO3842'
 DO3842'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE 5-INCH NATIONAL
 DO3842'GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO3841 ***********************************************************************
 DO3841  DESIGNATION -  872 0001 E
 DO3841  PID         -  DO3841
 DO3841  STATE/COUNTY-  FL/NASSAU
 DO3841  COUNTRY     -  US
 DO3841  USGS QUAD   -  KINGS FERRY (2018)
 DO3841
 DO3841                         *CURRENT SURVEY CONTROL
 DO3841  ______________________________________________________________________
 DO3841* NAD 83(1986) POSITION- 30 47 00.     (N) 081 50 27.     (W)   SCALED
 DO3841* NAVD 88 ORTHO HEIGHT -     4.757 (meters)       15.61  (feet) ADJUSTED
 DO3841  ______________________________________________________________________
 DO3841  GEOID HEIGHT    -        -28.369 (meters)                     GEOID18
 DO3841  DYNAMIC HEIGHT  -          4.752 (meters)       15.59  (feet) COMP
 DO3841  MODELED GRAVITY -    979,392.7   (mgal)                       NAVD 88
 DO3841
 DO3841  VERT ORDER      -  SECOND    CLASS II
 DO3841
 DO3841.The horizontal coordinates were scaled from a map and have
 DO3841.an estimated accuracy of +/- 6 seconds.
 DO3841
 DO3841.The orthometric height was determined by differential leveling and
 DO3841.adjusted by the NATIONAL GEODETIC SURVEY
 DO3841.in October 2016.
 DO3841
 DO3841.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO3841.GEOID18 height accuracy estimate available here.
 DO3841
 DO3841.Click photographs - Photos may exist for this station.
 DO3841
 DO3841.The dynamic height is computed by dividing the NAVD 88
 DO3841.geopotential number by the normal gravity value computed on the
 DO3841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO3841.degrees latitude (g = 980.6199 gals.).
 DO3841
 DO3841.The modeled gravity was interpolated from observed gravity values.
 DO3841
 DO3841;                    North         East    Units  Estimated Accuracy
 DO3841;SPC FL E     -   715,000.      119,520.      MT  (+/- 180 meters Scaled)
 DO3841
 DO3841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ195058(NAD 83)
 DO3841
 DO3841                          SUPERSEDED SURVEY CONTROL
 DO3841
 DO3841.No superseded survey control is available for this station.
 DO3841
 DO3841_MARKER: DD = SURVEY DISK
 DO3841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO3841_STAMPING: 0001 E 2004
 DO3841_MARK LOGO: FLDEP
 DO3841_PROJECTION: RECESSED 5 CENTIMETERS
 DO3841_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO3841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO3841+STABILITY: SURFACE MOTION
 DO3841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO3841+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004
 DO3841
 DO3841  HISTORY     - Date     Condition        Report By
 DO3841  HISTORY     - 20040121 MONUMENTED       FLDEP
 DO3841
 DO3841                          STATION DESCRIPTION
 DO3841
 DO3841'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DO3841'THE MARK IS ABOUT 7.9 MI (12.7 KM) NORTHEAST FROM HILLIARD, IN SECTION
 DO3841'44, TOWNSHIP 4 NORTH, RANGE 25 EAST.
 DO3841'
 DO3841'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1, 301 AND
 DO3841'COUNTY ROAD 108 IN HILLIARD, GO NORTHEAST ON COUNTY ROAD 108 FOR 0.6
 DO3841'MI (1.0 KM) TO THE Y-JUNCTION OF COUNTY ROAD 115A.  TURN LEFT ON
 DO3841'COUNTY ROAD 115A AND GO NORTHEASTERLY FOR 7.9 MI (12.7 KM) TO THE MARK
 DO3841'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2
 DO3841'FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW
 DO3841'THE LEVEL OF COUNTY ROAD 115A.
 DO3841'
 DO3841'LOCATED ABOUT 373.0 FT (113.7 M) SOUTH OF THE APPROXIMATE CENTERLINE
 DO3841'OF KOLARS FERRY ROAD, 34.8 FT (10.6 M) EAST-SOUTHEAST OF THE
 DO3841'APPROXIMATE CENTERLINE OF COUNTY ROAD 115A, 27.5 FT (8.4 M)
 DO3841'WEST-SOUTHWEST OF THE CORNER FENCE POST AT THE NORTHWEST CORNER OF A
 DO3841'NORTHEAST-SOUTHWEST POWER LINE EASEMENT, 20.5 FT (6.2 M)
 DO3841'SOUTH-SOUTHWEST OF THE INNERMOST OF 2 WIRE POWER POLE ANCHORS, 6.0 FT
 DO3841'(1.8 M) NORTH-NORTHEAST OF A WOODEN POWER POLE AND 0.5 FT (15 CM) WEST
 DO3841'OF A CARSONITE WITNESS POST.
 DO3841'
 DO3841'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO3840 ***********************************************************************
 DO3840  DESIGNATION -  872 0001 F
 DO3840  PID         -  DO3840
 DO3840  STATE/COUNTY-  FL/NASSAU
 DO3840  COUNTRY     -  US
 DO3840  USGS QUAD   -  KINGS FERRY (2018)
 DO3840
 DO3840                         *CURRENT SURVEY CONTROL
 DO3840  ______________________________________________________________________
 DO3840* NAD 83(1986) POSITION- 30 46 53.     (N) 081 50 32.     (W)   SCALED
 DO3840* NAVD 88 ORTHO HEIGHT -     5.867 (meters)       19.25  (feet) ADJUSTED
 DO3840  ______________________________________________________________________
 DO3840  GEOID HEIGHT    -        -28.368 (meters)                     GEOID18
 DO3840  DYNAMIC HEIGHT  -          5.859 (meters)       19.22  (feet) COMP
 DO3840  MODELED GRAVITY -    979,392.5   (mgal)                       NAVD 88
 DO3840
 DO3840  VERT ORDER      -  SECOND    CLASS II
 DO3840
 DO3840.The horizontal coordinates were scaled from a map and have
 DO3840.an estimated accuracy of +/- 6 seconds.
 DO3840
 DO3840.The orthometric height was determined by differential leveling and
 DO3840.adjusted by the NATIONAL GEODETIC SURVEY
 DO3840.in October 2016.
 DO3840
 DO3840.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO3840.GEOID18 height accuracy estimate available here.
 DO3840
 DO3840.Click photographs - Photos may exist for this station.
 DO3840
 DO3840.The dynamic height is computed by dividing the NAVD 88
 DO3840.geopotential number by the normal gravity value computed on the
 DO3840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO3840.degrees latitude (g = 980.6199 gals.).
 DO3840
 DO3840.The modeled gravity was interpolated from observed gravity values.
 DO3840
 DO3840;                    North         East    Units  Estimated Accuracy
 DO3840;SPC FL E     -   714,790.      119,390.      MT  (+/- 180 meters Scaled)
 DO3840
 DO3840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ194056(NAD 83)
 DO3840
 DO3840                          SUPERSEDED SURVEY CONTROL
 DO3840
 DO3840.No superseded survey control is available for this station.
 DO3840
 DO3840_MARKER: DD = SURVEY DISK
 DO3840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO3840_STAMPING: 0001 F 2004
 DO3840_MARK LOGO: FLDEP
 DO3840_PROJECTION: RECESSED 8 CENTIMETERS
 DO3840_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO3840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO3840+STABILITY: SURFACE MOTION
 DO3840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO3840+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004
 DO3840
 DO3840  HISTORY     - Date     Condition        Report By
 DO3840  HISTORY     - 20040121 MONUMENTED       FLDEP
 DO3840
 DO3840                          STATION DESCRIPTION
 DO3840
 DO3840'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DO3840'THE MARK IS ABOUT 7.8 MI (12.6 KM) NORTHEAST FROM HILLIARD, IN SECTION
 DO3840'44, TOWNSHIP 4 NORTH, RANGE 25 EAST, SET IN THE PUBLIC RIGHT OF WAY
 DO3840'FOR COUNTY ROAD 115A.
 DO3840'
 DO3840'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1, 301 AND
 DO3840'COUNTY ROAD 108 IN HILLIARD, GO NORTHEAST ON COUNTY ROAD 108 FOR 0.6
 DO3840'MI (1.0 KM) TO THE Y-JUNCTION OF COUNTY ROAD 115A.  TURN LEFT ON
 DO3840'COUNTY ROAD 115A AND GO NORTHEASTERLY FOR 7.7 MI (12.4 KM) TO THE MARK
 DO3840'ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3
 DO3840'FT (9 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH COUNTY
 DO3840'ROAD 115A.
 DO3840'
 DO3840'LOCATED ABOUT 171.0 FT (52.1 M) NORTH OF TRIANGLE DRIVE, 83.2 FT (25.4
 DO3840'M) WEST-NORTHWEST AND ACROSS COUNTY ROAD 115A FROM A WOODEN POWER POLE
 DO3840'NUMBER F292040, 43.0 FT (13.1 M) WEST-NORTHWEST OF THE APPROXIMATE
 DO3840'CENTERLINE OF COUNTY ROAD 115A, 7.4 FT (2.3 M) EAST OF A 4.0 FT (1.2
 DO3840'M) HIGH HOGWIRE FENCE, 5.5 FT (1.7 M) NORTHEAST OF A WOODEN POWER LINE
 DO3840'ANCHOR POLE AND 0.5 FT (15 CM) EAST OF A CARSONITE WITNESS POST.
 DO3840'
 DO3840'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2436 ***********************************************************************
 BC2436  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2436  DESIGNATION -  872 0002 B TIDAL
 BC2436  PID         -  BC2436
 BC2436  STATE/COUNTY-  FL/NASSAU
 BC2436  COUNTRY     -  US
 BC2436  USGS QUAD   -  GROSS (2018)
 BC2436
 BC2436                         *CURRENT SURVEY CONTROL
 BC2436  ______________________________________________________________________
 BC2436* NAD 83(1986) POSITION- 30 44 26.     (N) 081 41 15.     (W)   SCALED
 BC2436* NAVD 88 ORTHO HEIGHT -     4.145 (meters)       13.60  (feet) ADJUSTED
 BC2436  ______________________________________________________________________
 BC2436  GEOID HEIGHT    -        -28.438 (meters)                     GEOID18
 BC2436  DYNAMIC HEIGHT  -          4.140 (meters)       13.58  (feet) COMP
 BC2436  MODELED GRAVITY -    979,392.4   (mgal)                       NAVD 88
 BC2436
 BC2436  VERT ORDER      -  FIRST     CLASS II
 BC2436
 BC2436.The horizontal coordinates were scaled from a map and have
 BC2436.an estimated accuracy of +/- 6 seconds.
 BC2436
 BC2436.The orthometric height was determined by differential leveling and
 BC2436.adjusted by the NATIONAL GEODETIC SURVEY
 BC2436.in June 1991.
 BC2436
 BC2436.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2436.GEOID18 height accuracy estimate available here.
 BC2436
 BC2436.This Tidal Bench Mark is designated as VM 4966
 BC2436.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2436
 BC2436.Click photographs - Photos may exist for this station.
 BC2436
 BC2436.The dynamic height is computed by dividing the NAVD 88
 BC2436.geopotential number by the normal gravity value computed on the
 BC2436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2436.degrees latitude (g = 980.6199 gals.).
 BC2436
 BC2436.The modeled gravity was interpolated from observed gravity values.
 BC2436
 BC2436;                    North         East    Units  Estimated Accuracy
 BC2436;SPC FL E     -   710,160.      134,170.      MT  (+/- 180 meters Scaled)
 BC2436
 BC2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ341010(NAD 83)
 BC2436
 BC2436                          SUPERSEDED SURVEY CONTROL
 BC2436
 BC2436  NGVD 29 (09/01/92)    4.500  (m)           14.76   (f) ADJUSTED    1 2
 BC2436
 BC2436.Superseded values are not recommended for survey control.
 BC2436
 BC2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2436.See file dsdata.pdf to determine how the superseded data were derived.
 BC2436
 BC2436_MARKER: DD = SURVEY DISK
 BC2436_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC2436_SP_SET: BRIDGE RAIL
 BC2436_STAMPING: 0002 B 14.76
 BC2436_MARK LOGO: FLDT
 BC2436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2436+SATELLITE: SATELLITE OBSERVATIONS - April 21, 1991
 BC2436
 BC2436  HISTORY     - Date     Condition        Report By
 BC2436  HISTORY     - UNK      MONUMENTED       FLDT
 BC2436  HISTORY     - 1985     GOOD             FLDNR
 BC2436  HISTORY     - 19910421 GOOD             NGS
 BC2436  HISTORY     - 20151121 GOOD             GEOCAC
 BC2436  HISTORY     - 20200210 GOOD             USPSQD
 BC2436  HISTORY     - 20220227 POOR             USPSQD
 BC2436
 BC2436                          STATION DESCRIPTION
 BC2436
 BC2436'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2436'9.4 MI NW FROM YULEE.
 BC2436'THE MARK IS 1 FT ABOVE HIGHWAY.
 BC2436'THE MARK IS AT THE SOUTH END OF THE U.S. HIGHWAY 17 BRIDGE OVER ST.
 BC2436'MARYS RIVER (FLORIDA-GEORGIA STATE LINE), 10.5 FEET EAST OF THE
 BC2436'CENTERLINE OF U.S. 17, AND SET IN THE BRIDGE ABUTMENT WINGWALL.
 BC2436
 BC2436                          STATION RECOVERY (1991)
 BC2436
 BC2436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC2436'15.0 KM (9.3 MI) NORTHERLY ALONG U.S. HIGHWAY 17 FROM THE
 BC2436'INTERSECTION WITH A1A IN YULEE, IN TOP OF AND 0.6 M (2.0 FT) NORTH OF
 BC2436'THE SOUTH END OF THE EAST CONCRETE BASE OF THE RAIL OF THE HIGHWAY
 BC2436'BRIDGE SPANNING SAINT MARYS RIVER, 3.2 M (10.5 FT) EAST OF THE
 BC2436'HIGHWAY CENTERLINE, AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE
 BC2436'HIGHWAY.
 BC2436
 BC2436                          STATION RECOVERY (2015)
 BC2436
 BC2436'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 BC2436'RECOVERED IN GOOD CONDITION.
 BC2436
 BC2436                          STATION RECOVERY (2020)
 BC2436
 BC2436'RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)
 BC2436'THE MARK IS COVERED IN PAINT.
 BC2436
 BC2436                          STATION RECOVERY (2022)
 BC2436
 BC2436'RECOVERY NOTE BY US POWER SQUADRON 2022 (STH)
 BC2436'DISK IS PAINTED OVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2437 ***********************************************************************
 BC2437  DESIGNATION -  872 0002 C TIDAL
 BC2437  PID         -  BC2437
 BC2437  STATE/COUNTY-  FL/NASSAU
 BC2437  COUNTRY     -  US
 BC2437  USGS QUAD   -  GROSS (2018)
 BC2437
 BC2437                         *CURRENT SURVEY CONTROL
 BC2437  ______________________________________________________________________
 BC2437* NAD 83(1986) POSITION- 30 44 23.     (N) 081 41 16.     (W)   SCALED
 BC2437* NAVD 88 ORTHO HEIGHT -     3.146 (meters)       10.32  (feet) ADJUSTED
 BC2437  ______________________________________________________________________
 BC2437  GEOID HEIGHT    -        -28.438 (meters)                     GEOID18
 BC2437  DYNAMIC HEIGHT  -          3.142 (meters)       10.31  (feet) COMP
 BC2437  MODELED GRAVITY -    979,392.3   (mgal)                       NAVD 88
 BC2437
 BC2437  VERT ORDER      -  SECOND    CLASS I
 BC2437
 BC2437.The horizontal coordinates were scaled from a map and have
 BC2437.an estimated accuracy of +/- 6 seconds.
 BC2437
 BC2437.The orthometric height was determined by differential leveling and
 BC2437.adjusted by the NATIONAL GEODETIC SURVEY
 BC2437.in June 1991.
 BC2437
 BC2437.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2437.GEOID18 height accuracy estimate available here.
 BC2437
 BC2437.Click photographs - Photos may exist for this station.
 BC2437
 BC2437.The dynamic height is computed by dividing the NAVD 88
 BC2437.geopotential number by the normal gravity value computed on the
 BC2437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2437.degrees latitude (g = 980.6199 gals.).
 BC2437
 BC2437.The modeled gravity was interpolated from observed gravity values.
 BC2437
 BC2437;                    North         East    Units  Estimated Accuracy
 BC2437;SPC FL E     -   710,070.      134,140.      MT  (+/- 180 meters Scaled)
 BC2437
 BC2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ341009(NAD 83)
 BC2437
 BC2437                          SUPERSEDED SURVEY CONTROL
 BC2437
 BC2437  NGVD 29 (09/01/92)    3.500  (m)           11.48   (f) ADJUSTED    2 1
 BC2437
 BC2437.Superseded values are not recommended for survey control.
 BC2437
 BC2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2437.See file dsdata.pdf to determine how the superseded data were derived.
 BC2437
 BC2437_MARKER: DD = SURVEY DISK
 BC2437_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC2437+WITH SETTING: PAVEMENT
 BC2437_SP_SET: SIGN BASE
 BC2437_STAMPING: 0002 C 1977
 BC2437_MARK LOGO: NOS
 BC2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2437+STABILITY: SURFACE MOTION
 BC2437
 BC2437  HISTORY     - Date     Condition        Report By
 BC2437  HISTORY     - 1977     MONUMENTED       NOS
 BC2437  HISTORY     - 1985     GOOD             FLDNR
 BC2437  HISTORY     - 20151121 MARK NOT FOUND   GEOCAC
 BC2437
 BC2437                          STATION DESCRIPTION
 BC2437
 BC2437'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2437'9.4 MI NW FROM YULEE.
 BC2437'THE MARK IS NEAR THE SOUTH END OF THE U.S. HIGHWAY 17 BRIDGE OVER
 BC2437'ST. MARYS RIVER (FLORIDA-GEORGIA STATE LINE), 205 FEET SOUTH OF THE
 BC2437'RIVER BANK, 23.2 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 3.4 FEET
 BC2437'WEST OF A POWER POLE WITH A WITNESS SIGN ATTACHED, AND IS SET IN THE
 BC2437'FOUNDATION FOR AN ABANDONED ROAD SIGN.
 BC2437
 BC2437                          STATION RECOVERY (2015)
 BC2437
 BC2437'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 BC2437'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2438 ***********************************************************************
 BC2438  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2438  DESIGNATION -  872 0002 D TIDAL
 BC2438  PID         -  BC2438
 BC2438  STATE/COUNTY-  FL/NASSAU
 BC2438  COUNTRY     -  US
 BC2438  USGS QUAD   -  GROSS (2018)
 BC2438
 BC2438                         *CURRENT SURVEY CONTROL
 BC2438  ______________________________________________________________________
 BC2438* NAD 83(1986) POSITION- 30 44 15.6    (N) 081 41 18.3    (W)   HD_HELD2
 BC2438* NAVD 88 ORTHO HEIGHT -     2.056 (meters)        6.75  (feet) ADJUSTED
 BC2438  ______________________________________________________________________
 BC2438  GEOID HEIGHT    -        -28.437 (meters)                     GEOID18
 BC2438  DYNAMIC HEIGHT  -          2.053 (meters)        6.74  (feet) COMP
 BC2438  MODELED GRAVITY -    979,392.1   (mgal)                       NAVD 88
 BC2438
 BC2438  VERT ORDER      -  SECOND    CLASS I
 BC2438
 BC2438.The horizontal coordinates were established by autonomous hand held GPS
 BC2438.observations and have an estimated accuracy of +/- 10 meters.
 BC2438
 BC2438.The orthometric height was determined by differential leveling and
 BC2438.adjusted by the NATIONAL GEODETIC SURVEY
 BC2438.in June 1991.
 BC2438
 BC2438.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2438.GEOID18 height accuracy estimate available here.
 BC2438
 BC2438.This Tidal Bench Mark is designated as VM 4965
 BC2438.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2438
 BC2438.Click photographs - Photos may exist for this station.
 BC2438
 BC2438.The dynamic height is computed by dividing the NAVD 88
 BC2438.geopotential number by the normal gravity value computed on the
 BC2438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2438.degrees latitude (g = 980.6199 gals.).
 BC2438
 BC2438.The modeled gravity was interpolated from observed gravity values.
 BC2438
 BC2438;                    North         East    Units  Estimated Accuracy
 BC2438;SPC FL E     -   709,842.      134,077.      MT  (+/- 10 meters HH2 GPS)
 BC2438
 BC2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ3409900731(NAD 83)
 BC2438
 BC2438                          SUPERSEDED SURVEY CONTROL
 BC2438
 BC2438  NGVD 29 (09/01/92)    2.410  (m)            7.91   (f) ADJUSTED    2 1
 BC2438
 BC2438.Superseded values are not recommended for survey control.
 BC2438
 BC2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2438.See file dsdata.pdf to determine how the superseded data were derived.
 BC2438
 BC2438_MARKER: DD = SURVEY DISK
 BC2438_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC2438_SP_SET: PAD
 BC2438_STAMPING: 0002 D 1977
 BC2438_MARK LOGO: NOS
 BC2438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC2438
 BC2438  HISTORY     - Date     Condition        Report By
 BC2438  HISTORY     - 1977     MONUMENTED       NOS
 BC2438  HISTORY     - 1985     GOOD             FLDNR
 BC2438  HISTORY     - 20200208 MARK NOT FOUND   USPSQD
 BC2438
 BC2438                          STATION DESCRIPTION
 BC2438
 BC2438'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2438'9.3 MI NW FROM YULEE.
 BC2438'BEGIN AT THE U.S. HIGHWAY 17 BRIDGE OVER ST. MARYS RIVER (FLORIDA-
 BC2438'GEORGIA STATE LINE), GO 0.15 MILE SOUTH ON U.S. 17 TO A WAYSIDE PARK
 BC2438'AND THE MARK.  THE MARK BEARS 101 FEET WEST OF THE CENTERLINE OF THE
 BC2438'HIGHWAY, 31 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE REST ROOMS,
 BC2438'75 FEET EAST OF THE EAST RAIL OF THE RAILROAD TRACKS, 2.5 FEET EAST-
 BC2438'NORTHEAST OF A BRICK FIREPLACE, AND IS SET IN THE CONCRETE BASE FOR
 BC2438'THE FIREPLACE.
 BC2438
 BC2438                          STATION RECOVERY (2020)
 BC2438
 BC2438'RECOVERY NOTE BY US POWER SQUADRON 2020 (DLG)
 BC2438'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2424 ***********************************************************************
 BC2424  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2424  DESIGNATION -  872 0004 4
 BC2424  PID         -  BC2424
 BC2424  STATE/COUNTY-  FL/NASSAU
 BC2424  COUNTRY     -  US
 BC2424  USGS QUAD   -  SAINT MARYS (2017)
 BC2424
 BC2424                         *CURRENT SURVEY CONTROL
 BC2424  ______________________________________________________________________
 BC2424* NAD 83(1986) POSITION- 30 43 18.     (N) 081 37 25.     (W)   SCALED
 BC2424* NAVD 88 ORTHO HEIGHT -     2.909 (meters)        9.54  (feet) ADJUSTED
 BC2424  ______________________________________________________________________
 BC2424  GEOID HEIGHT    -        -28.451 (meters)                     GEOID18
 BC2424  DYNAMIC HEIGHT  -          2.905 (meters)        9.53  (feet) COMP
 BC2424  MODELED GRAVITY -    979,392.9   (mgal)                       NAVD 88
 BC2424
 BC2424  VERT ORDER      -  SECOND    CLASS I
 BC2424
 BC2424.The horizontal coordinates were scaled from a map and have
 BC2424.an estimated accuracy of +/- 6 seconds.
 BC2424
 BC2424.The orthometric height was determined by differential leveling and
 BC2424.adjusted by the NATIONAL GEODETIC SURVEY
 BC2424.in June 1991.
 BC2424
 BC2424.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2424.GEOID18 height accuracy estimate available here.
 BC2424
 BC2424.This Tidal Bench Mark is designated as VM 4968
 BC2424.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2424
 BC2424.Click photographs - Photos may exist for this station.
 BC2424
 BC2424.The dynamic height is computed by dividing the NAVD 88
 BC2424.geopotential number by the normal gravity value computed on the
 BC2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2424.degrees latitude (g = 980.6199 gals.).
 BC2424
 BC2424.The modeled gravity was interpolated from observed gravity values.
 BC2424
 BC2424;                    North         East    Units  Estimated Accuracy
 BC2424;SPC FL E     -   708,030.      140,270.      MT  (+/- 180 meters Scaled)
 BC2424
 BC2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP402989(NAD 83)
 BC2424
 BC2424                          SUPERSEDED SURVEY CONTROL
 BC2424
 BC2424  NGVD 29 (09/01/92)    3.250  (m)           10.66   (f) ADJUSTED    2 1
 BC2424
 BC2424.Superseded values are not recommended for survey control.
 BC2424
 BC2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2424.See file dsdata.pdf to determine how the superseded data were derived.
 BC2424
 BC2424_MARKER: DB = BENCH MARK DISK
 BC2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2424_STAMPING: NO 4 1952
 BC2424_MARK LOGO: CGS
 BC2424_PROJECTION: FLUSH
 BC2424_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2424+STABILITY: SURFACE MOTION
 BC2424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2424+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 BC2424
 BC2424  HISTORY     - Date     Condition        Report By
 BC2424  HISTORY     - 1952     MONUMENTED       CGS
 BC2424  HISTORY     - 1985     GOOD             FLDNR
 BC2424  HISTORY     - 20040206 GOOD             FLDEP
 BC2424
 BC2424                          STATION DESCRIPTION
 BC2424
 BC2424'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2424'7.4 MI NW FROM YULEE.
 BC2424'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A, GO
 BC2424'3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF CRANDALL ROAD, GO
 BC2424'3.7 MILES NORTHEAST ON CRANDALL ROAD TO THE RAYONIER SOUTHEAST TIMBER
 BC2424'DIVISION RECREATION AREA AND THE MARK.  THE MARK IS AT THE WEST END
 BC2424'OF THE RECREATION PARK, 45.5 FEET SOUTH OF AN ARTESIAN WELL, 58 FEET
 BC2424'WEST OF THE CENTERLINE OF A TRACK ROAD, 212 FEET SOUTH-SOUTHWEST OF
 BC2424'TIDAL BENCH MARK CRANDALL NO 3 1934, 182.3 FEET NORTHEAST OF TIDAL
 BC2424'BENCH MARK 0004 C 1977, AND 1 FOOT NORTH OF A WITNESS POST.
 BC2424
 BC2424                          STATION RECOVERY (2004)
 BC2424
 BC2424'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2424'THE MARK IS ABOUT 7.4 MI (11.9 KM) NORTHWEST OF YULEE, IN SECTION 48,
 BC2424'TOWNSHIP 4 NORTH, RANGE 27 EAST.
 BC2424'
 BC2424'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 BC2424'ROAD A1A (STATE ROAD 200) IN YULEE, GO NORTHWEST ON U.S. HIGHWAY 17
 BC2424'FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF CRANDALL ROAD ON THE RIGHT.
 BC2424'TURN RIGHT ON CRANDALL ROAD AND GO NORTHEAST FOR 3.7 MI (6.0 KM) TO
 BC2424'THE RAYONIER SOUTHEAST TIMBER DIVISION RECREATION AREA, NORTHWEST END
 BC2424'OF THE PARKING LOT, NOW BY WALKING GO WEST-NORTHWEST OF ABOUT 400.0 FT
 BC2424'(121.9 M) TO THE MARK, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BC2424'FLUSH WITH THE GROUND.
 BC2424'
 BC2424'LOCATED 181.5 FT (55.3 M) NORTH OF MARK 872 0004 C TIDAL, 45.5 FT
 BC2424'(13.9 M) WEST-SOUTHWEST OF AN ARTESIAN WELL, 29.5 FT (9.0 M) SOUTHEAST
 BC2424'OF A 54-INCH (137 CM) OAK TREE AND 1.0 FT (0.3 M) NORTHEAST OF A
 BC2424'CARSONITE WITNESS POST.
 BC2424'
 BC2424'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2426 ***********************************************************************
 BC2426  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2426  DESIGNATION -  872 0004 B
 BC2426  PID         -  BC2426
 BC2426  STATE/COUNTY-  FL/NASSAU
 BC2426  COUNTRY     -  US
 BC2426  USGS QUAD   -  SAINT MARYS (2017)
 BC2426
 BC2426                         *CURRENT SURVEY CONTROL
 BC2426  ______________________________________________________________________
 BC2426* NAD 83(1986) POSITION- 30 43 19.     (N) 081 37 21.     (W)   SCALED
 BC2426* NAVD 88 ORTHO HEIGHT -     2.738 (meters)        8.98  (feet) ADJUSTED
 BC2426  ______________________________________________________________________
 BC2426  GEOID HEIGHT    -        -28.452 (meters)                     GEOID18
 BC2426  DYNAMIC HEIGHT  -          2.735 (meters)        8.97  (feet) COMP
 BC2426  MODELED GRAVITY -    979,392.9   (mgal)                       NAVD 88
 BC2426
 BC2426  VERT ORDER      -  SECOND    CLASS I
 BC2426
 BC2426.The horizontal coordinates were scaled from a map and have
 BC2426.an estimated accuracy of +/- 6 seconds.
 BC2426
 BC2426.The orthometric height was determined by differential leveling and
 BC2426.adjusted by the NATIONAL GEODETIC SURVEY
 BC2426.in June 1991.
 BC2426
 BC2426.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2426.GEOID18 height accuracy estimate available here.
 BC2426
 BC2426.This Tidal Bench Mark is designated as VM 4969
 BC2426.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2426
 BC2426.Click photographs - Photos may exist for this station.
 BC2426
 BC2426.The dynamic height is computed by dividing the NAVD 88
 BC2426.geopotential number by the normal gravity value computed on the
 BC2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2426.degrees latitude (g = 980.6199 gals.).
 BC2426
 BC2426.The modeled gravity was interpolated from observed gravity values.
 BC2426
 BC2426;                    North         East    Units  Estimated Accuracy
 BC2426;SPC FL E     -   708,060.      140,380.      MT  (+/- 180 meters Scaled)
 BC2426
 BC2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP404989(NAD 83)
 BC2426
 BC2426                          SUPERSEDED SURVEY CONTROL
 BC2426
 BC2426  NGVD 29 (09/01/92)    3.079  (m)           10.10   (f) ADJUSTED    2 1
 BC2426
 BC2426.Superseded values are not recommended for survey control.
 BC2426
 BC2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2426.See file dsdata.pdf to determine how the superseded data were derived.
 BC2426
 BC2426_MARKER: DD = SURVEY DISK
 BC2426_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2426_STAMPING: 0004 B 1977
 BC2426_MARK LOGO: NOS
 BC2426_PROJECTION: FLUSH
 BC2426_MAGNETIC: I = MARKER IS A STEEL ROD
 BC2426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2426_ROD/PIPE-DEPTH: 11.3 meters
 BC2426
 BC2426  HISTORY     - Date     Condition        Report By
 BC2426  HISTORY     - 1977     MONUMENTED       NOS
 BC2426  HISTORY     - 1985     GOOD             FLDNR
 BC2426  HISTORY     - 20031220 MARK NOT FOUND   FLDEP
 BC2426  HISTORY     - 20040206 MARK NOT FOUND   FLDEP
 BC2426
 BC2426                          STATION DESCRIPTION
 BC2426
 BC2426'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2426'7.4 MI NW FROM YULEE.
 BC2426'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A, GO
 BC2426'3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF CRANDALL ROAD, GO
 BC2426'3.7 MILES NORTHEAST ON CRANDALL ROAD TO THE RAYONIER SOUTHEAST TIMBER
 BC2426'DIVISION RECREATION AREA AND THE MARK.  THE MARK BEARS 110 FEET
 BC2426'NORTHWEST OF THE CONCRETE PICNIC TABLE, 9 FEET SOUTH OF THE SOUTH
 BC2426'BANK OF THE ST. MARYS RIVER, 3.8 FEET NORTH-NORTHWEST OF AN OAK TREE
 BC2426'WITH WITNESS SIGN ATTACHED, AND 400 FEET EAST OF TIDAL BENCH MARK
 BC2426'CRANDALL NO 3 1934.
 BC2426
 BC2426                          STATION RECOVERY (2003)
 BC2426
 BC2426'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC2426'MARK APPEARS TO BE LOST DUE TO EROSION OF RIVER BANK
 BC2426
 BC2426                          STATION RECOVERY (2004)
 BC2426
 BC2426'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2426'THE MARK WAS SEARCHED FOR AND NOT RECOVERED.  IT MAY BE LOST DUE TO
 BC2426'EROSION OF THE RIVER BANK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2423 ***********************************************************************
 BC2423  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2423  DESIGNATION -  872 0004 C
 BC2423  PID         -  BC2423
 BC2423  STATE/COUNTY-  FL/NASSAU
 BC2423  COUNTRY     -  US
 BC2423  USGS QUAD   -  SAINT MARYS (2017)
 BC2423
 BC2423                         *CURRENT SURVEY CONTROL
 BC2423  ______________________________________________________________________
 BC2423* NAD 83(1986) POSITION- 30 43 16.     (N) 081 37 25.     (W)   SCALED
 BC2423* NAVD 88 ORTHO HEIGHT -     3.595 (meters)       11.79  (feet) ADJUSTED
 BC2423  ______________________________________________________________________
 BC2423  GEOID HEIGHT    -        -28.451 (meters)                     GEOID18
 BC2423  DYNAMIC HEIGHT  -          3.590 (meters)       11.78  (feet) COMP
 BC2423  MODELED GRAVITY -    979,392.9   (mgal)                       NAVD 88
 BC2423
 BC2423  VERT ORDER      -  SECOND    CLASS I
 BC2423
 BC2423.The horizontal coordinates were scaled from a map and have
 BC2423.an estimated accuracy of +/- 6 seconds.
 BC2423
 BC2423.The orthometric height was determined by differential leveling and
 BC2423.adjusted by the NATIONAL GEODETIC SURVEY
 BC2423.in June 1991.
 BC2423
 BC2423.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2423.GEOID18 height accuracy estimate available here.
 BC2423
 BC2423.This Tidal Bench Mark is designated as VM 4970
 BC2423.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2423
 BC2423.Click photographs - Photos may exist for this station.
 BC2423
 BC2423.The dynamic height is computed by dividing the NAVD 88
 BC2423.geopotential number by the normal gravity value computed on the
 BC2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2423.degrees latitude (g = 980.6199 gals.).
 BC2423
 BC2423.The modeled gravity was interpolated from observed gravity values.
 BC2423
 BC2423;                    North         East    Units  Estimated Accuracy
 BC2423;SPC FL E     -   707,970.      140,270.      MT  (+/- 180 meters Scaled)
 BC2423
 BC2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP402988(NAD 83)
 BC2423
 BC2423                          SUPERSEDED SURVEY CONTROL
 BC2423
 BC2423  NGVD 29 (09/01/92)    3.936  (m)           12.91   (f) ADJUSTED    2 1
 BC2423
 BC2423.Superseded values are not recommended for survey control.
 BC2423
 BC2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2423.See file dsdata.pdf to determine how the superseded data were derived.
 BC2423
 BC2423_MARKER: DB = BENCH MARK DISK
 BC2423_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2423_STAMPING: 0004 C 1977
 BC2423_MARK LOGO: NOS
 BC2423_PROJECTION: FLUSH
 BC2423_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2423+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 BC2423_ROD/PIPE-DEPTH: 12.2 meters
 BC2423
 BC2423  HISTORY     - Date     Condition        Report By
 BC2423  HISTORY     - 1977     MONUMENTED       NOS
 BC2423  HISTORY     - 1985     GOOD             FLDNR
 BC2423  HISTORY     - 20040206 GOOD             FLDEP
 BC2423
 BC2423                          STATION DESCRIPTION
 BC2423
 BC2423'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2423'7.4 MI NW FROM YULEE.
 BC2423'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A, GO
 BC2423'3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF CRANDALL ROAD, GO
 BC2423'3.7 MILES NORTHEAST ON CRANDALL ROAD TO THE RAYONIER SOUTHEAST TIMBER
 BC2423'DIVISION RECREATION AREA AND THE MARK.  THE MARK BEARS 210 FEET
 BC2423'SOUTH-SOUTHWEST OF AN ARTESIAN WELL, 182.3 FEET SOUTHWEST OF TIDAL
 BC2423'BENCH MARK NO 4 1952, 14 FEET NORTH-NORTHEAST OF A DIM TRAIL, AND 0.5
 BC2423'FOOT SOUTH-SOUTHWEST OF A WITNESS POST.
 BC2423
 BC2423                          STATION RECOVERY (2004)
 BC2423
 BC2423'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2423'THE MARK IS ABOUT 7.4 MI (11.9 KM) NORTHWEST OF YULEE, IN SECTION 48,
 BC2423'TOWNSHIP 4 NORTH, RANGE 27 EAST.
 BC2423'
 BC2423'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 BC2423'ROAD A1A (STATE ROAD 200) IN YULEE, GO NORTHWEST ON U.S. HIGHWAY 17
 BC2423'FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF CRANDALL ROAD ON THE RIGHT.
 BC2423'TURN RIGHT ON CRANDALL ROAD AND GO NORTHEAST FOR 3.7 MI (6.0 KM) TO
 BC2423'THE RAYONIER SOUTHEAST TIMBER DIVISION RECREATION AREA AND THE MARK ON
 BC2423'THE LEFT, IN THE RECREATION AREA PARK, A DISK CRIMPED TO A ROD DRIVEN
 BC2423'INTO THE GROUND ENCASED IN A PVC PIPE AND CONCRETE KICKBLOCK SET FLUSH
 BC2423'WITH THE LEVEL OF THE GROUND.
 BC2423'
 BC2423'LOCATED 206.3 FT (62.9 M) SOUTH-SOUTHWEST OF AN ARTESIAN WELL, 181.5
 BC2423'FT (55.3 M) SOUTH OF MARK 872 0004 TIDAL 4, 173.5 FT (52.9 M)
 BC2423'SOUTHWEST OF THE APPROXIMATE CENTER OF THE SOUTHERNMOST TWO TRACK SAND
 BC2423'DRIVE, 116.0 FT (35.4 M) WEST OF AN 8-INCH (20 CM) SQUARE WOODEN
 BC2423'CORNER FENCE POST, 108.0 FT (32.9 M) SOUTHWEST OF THE CENTER OF A 50.0
 BC2423'FT (15.2 M) DIAMETER, 2.0 FT (0.6 M) DEEP, DEPRESSION IN THE GROUND,
 BC2423'10.0 FT (3.0 M) SOUTHEAST OF A 30-INCH (76 CM) OAK TREE, 1.0 FT (0.3
 BC2423'M) NORTHEAST OF A CARSONITE WITNESS POST AND 0.5 FT (15 CM)
 BC2423'SOUTH-SOUTHWEST OF A METAL WITNESS POST.
 BC2423'
 BC2423'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2422 ***********************************************************************
 BC2422  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2422  DESIGNATION -  872 0004 D
 BC2422  PID         -  BC2422
 BC2422  STATE/COUNTY-  FL/NASSAU
 BC2422  COUNTRY     -  US
 BC2422  USGS QUAD   -  SAINT MARYS (2017)
 BC2422
 BC2422                         *CURRENT SURVEY CONTROL
 BC2422  ______________________________________________________________________
 BC2422* NAD 83(1986) POSITION- 30 43 14.     (N) 081 37 24.     (W)   SCALED
 BC2422* NAVD 88 ORTHO HEIGHT -     3.536 (meters)       11.60  (feet) ADJUSTED
 BC2422  ______________________________________________________________________
 BC2422  GEOID HEIGHT    -        -28.451 (meters)                     GEOID18
 BC2422  DYNAMIC HEIGHT  -          3.532 (meters)       11.59  (feet) COMP
 BC2422  MODELED GRAVITY -    979,392.9   (mgal)                       NAVD 88
 BC2422
 BC2422  VERT ORDER      -  SECOND    CLASS I
 BC2422
 BC2422.The horizontal coordinates were scaled from a map and have
 BC2422.an estimated accuracy of +/- 6 seconds.
 BC2422
 BC2422.The orthometric height was determined by differential leveling and
 BC2422.adjusted by the NATIONAL GEODETIC SURVEY
 BC2422.in June 1991.
 BC2422
 BC2422.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2422.GEOID18 height accuracy estimate available here.
 BC2422
 BC2422.This Tidal Bench Mark is designated as VM 4971
 BC2422.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2422
 BC2422.Click photographs - Photos may exist for this station.
 BC2422
 BC2422.The dynamic height is computed by dividing the NAVD 88
 BC2422.geopotential number by the normal gravity value computed on the
 BC2422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2422.degrees latitude (g = 980.6199 gals.).
 BC2422
 BC2422.The modeled gravity was interpolated from observed gravity values.
 BC2422
 BC2422;                    North         East    Units  Estimated Accuracy
 BC2422;SPC FL E     -   707,910.      140,300.      MT  (+/- 180 meters Scaled)
 BC2422
 BC2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP403987(NAD 83)
 BC2422
 BC2422                          SUPERSEDED SURVEY CONTROL
 BC2422
 BC2422  NGVD 29 (09/01/92)    3.877  (m)           12.72   (f) ADJUSTED    2 1
 BC2422
 BC2422.Superseded values are not recommended for survey control.
 BC2422
 BC2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2422.See file dsdata.pdf to determine how the superseded data were derived.
 BC2422
 BC2422_MARKER: F = FLANGE-ENCASED ROD
 BC2422_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2422_STAMPING: 0004 D 1977
 BC2422_MARK LOGO: NOS
 BC2422_PROJECTION: FLUSH
 BC2422_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2422_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2422+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2004
 BC2422_ROD/PIPE-DEPTH: 14.6 meters
 BC2422
 BC2422  HISTORY     - Date     Condition        Report By
 BC2422  HISTORY     - 1977     MONUMENTED       NOS
 BC2422  HISTORY     - 1985     GOOD             FLDNR
 BC2422  HISTORY     - 20040206 GOOD             FLDEP
 BC2422
 BC2422                          STATION DESCRIPTION
 BC2422
 BC2422'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2422'7.4 MI NW FROM YULEE.
 BC2422'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A, GO
 BC2422'3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF CRANDALL ROAD, GO
 BC2422'3.7 MILES NORTHEAST ON CRANDALL ROAD TO THE RAYONIER SOUTHEAST TIMBER
 BC2422'DIVISION RECREATION AREA AND THE MARK.  THE MARK BEARS 7.2 FEET NORTH
 BC2422'OF THE SIGN FOR THE RECREATION PARK, 27.6 FEET WEST OF THE FORK OF
 BC2422'THE PARK DRIVE AND CRANDALL ROAD, 58 FEET NORTHWEST OF THE CENTERLINE
 BC2422'OF CRANDALL ROAD, AND 0.5 FOOT SOUTH OF A WITNESS POST.
 BC2422
 BC2422                          STATION RECOVERY (2004)
 BC2422
 BC2422'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2422'THE MARK IS ABOUT 7.4 MI (11.9 KM) NORTHWEST OF YULEE, IN SECTION 48,
 BC2422'TOWNSHIP 4 NORTH, RANGE 27 EAST.
 BC2422'
 BC2422'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 BC2422'ROAD A1A (STATE ROAD 200) IN YULEE, GO NORTHWEST ON U.S. HIGHWAY 17
 BC2422'FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF CRANDALL ROAD ON THE RIGHT.
 BC2422'TURN RIGHT ON CRANDALL ROAD AND GO NORTHEAST FOR 3.7 MI (6.0 KM) TO
 BC2422'THE BEGINNING OF A CURVE TO THE RIGHT AND AT THE RAYONIER SOUTHEAST
 BC2422'TIMBER DIVISION RECREATION AREA AND THE MARK ON THE LEFT, A DISK
 BC2422'CRIMPED ONTO A ROD DRIVEN IN THE GROUND ENCASED IN A PVC PIPE AND
 BC2422'CONCRETE KICKBLOCK, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 BC2422'GROUND AND BELOW THE LEVEL OF CRANDALL ROAD.
 BC2422'
 BC2422'LOCATED 30.0 FT (9.1 M) NORTHEAST OF A 28-INCH (71 CM) OAK TREE, 27.2
 BC2422'FT (8.3 M) NORTHWEST OF THE APPROXIMATE CENTER OF CRANDALL ROAD (A
 BC2422'16.0 FT (4.9 M) WIDE SAND ROAD), 9.4 FT (2.9 M) NORTHWEST OF A 19-INCH
 BC2422'(48 CM) PINE TREE, 7.7 FT (2.3 M) SOUTHEAST OF A 24-INCH (61 CM)
 BC2422'SWEETGUM TREE AND 1.0 FT (0.3 M) NORTHWEST OF A CARSONITE WITNESS
 BC2422'POST.
 BC2422'
 BC2422'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO3843 ***********************************************************************
 DO3843  DESIGNATION -  872 0004 E
 DO3843  PID         -  DO3843
 DO3843  STATE/COUNTY-  FL/NASSAU
 DO3843  COUNTRY     -  US
 DO3843  USGS QUAD   -  SAINT MARYS (2017)
 DO3843
 DO3843                         *CURRENT SURVEY CONTROL
 DO3843  ______________________________________________________________________
 DO3843* NAD 83(1986) POSITION- 30 43 17.     (N) 081 37 22.     (W)   SCALED
 DO3843* NAVD 88 ORTHO HEIGHT -     2.997 (meters)        9.83  (feet) ADJUSTED
 DO3843  ______________________________________________________________________
 DO3843  GEOID HEIGHT    -        -28.451 (meters)                     GEOID18
 DO3843  DYNAMIC HEIGHT  -          2.994 (meters)        9.82  (feet) COMP
 DO3843  MODELED GRAVITY -    979,392.8   (mgal)                       NAVD 88
 DO3843
 DO3843  VERT ORDER      -  SECOND    CLASS II
 DO3843
 DO3843.The horizontal coordinates were scaled from a map and have
 DO3843.an estimated accuracy of +/- 6 seconds.
 DO3843
 DO3843.The orthometric height was determined by differential leveling and
 DO3843.adjusted by the NATIONAL GEODETIC SURVEY
 DO3843.in October 2016.
 DO3843
 DO3843.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO3843.GEOID18 height accuracy estimate available here.
 DO3843
 DO3843.Click photographs - Photos may exist for this station.
 DO3843
 DO3843.The dynamic height is computed by dividing the NAVD 88
 DO3843.geopotential number by the normal gravity value computed on the
 DO3843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO3843.degrees latitude (g = 980.6199 gals.).
 DO3843
 DO3843.The modeled gravity was interpolated from observed gravity values.
 DO3843
 DO3843;                    North         East    Units  Estimated Accuracy
 DO3843;SPC FL E     -   708,000.      140,350.      MT  (+/- 180 meters Scaled)
 DO3843
 DO3843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP403988(NAD 83)
 DO3843
 DO3843                          SUPERSEDED SURVEY CONTROL
 DO3843
 DO3843.No superseded survey control is available for this station.
 DO3843
 DO3843_MARKER: F = FLANGE-ENCASED ROD
 DO3843_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO3843_STAMPING: 0004 E 2004
 DO3843_MARK LOGO: FLDEP
 DO3843_PROJECTION: FLUSH
 DO3843_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO3843_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO3843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO3843+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2004
 DO3843_ROD/PIPE-DEPTH: 19.8 meters
 DO3843
 DO3843  HISTORY     - Date     Condition        Report By
 DO3843  HISTORY     - 20040122 MONUMENTED       FLDEP
 DO3843
 DO3843                          STATION DESCRIPTION
 DO3843
 DO3843'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DO3843'THE MARK IS ABOUT 7.4 MI (11.9 KM) NORTHWEST OF YULEE, IN SECTION 48,
 DO3843'TOWNSHIP 4 NORTH, RANGE 27 EAST.
 DO3843'
 DO3843'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO3843'ROAD A1A (STATE ROAD 200) IN YULEE, GO NORTHWEST ON U.S. HIGHWAY 17
 DO3843'FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF CRANDALL ROAD ON THE RIGHT.
 DO3843'TURN RIGHT ON CRANDALL ROAD AND GO NORTHEAST FOR 3.7 MI (6.0 KM) TO
 DO3843'THE RAYONIER SOUTHEAST TIMBER DIVISION RECREATION AREA AND THE MARK ON
 DO3843'THE LEFT, AT THE APPROXIMATE MIDPOINT OF A CURVE TO THE RIGHT, A
 DO3843'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 64.8 FT (19.8 M)
 DO3843'WITH AN NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND AND
 DO3843'ABOUT LEVEL WITH CRANDALL ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12
 DO3843'CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DO3843'
 DO3843'LOCATED 185.0 FT (56.4 M) WEST OF MARK 872 0004 F TIDAL, 59.0 FT (18.0
 DO3843'M) SOUTHWEST OF AN 8-INCH (20 CM) SQUARE WOODEN GATE POST FOR THE GATE
 DO3843'INTO THE RECREATION AREA PARK, 25.0 FT (7.6 M) NORTH-NORTHWEST OF THE
 DO3843'APPROXIMATE CENTER OF CRANDALL ROAD (A 16.0 FT (4.9 M) WIDE SAND
 DO3843'ROAD), 15.8 FT (4.8 M) WEST OF AN 8-INCH (20 CM) WOODEN CORNER FENCE
 DO3843'POST, 14.0 FT (4.3 M) EAST OF A 24-INCH (61 CM) CEDAR TREE AND 2.8 FT
 DO3843'(0.9 M) SOUTH OF A BARBED WIRE FENCE AND CARSONITE WITNESS POST.
 DO3843'
 DO3843'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE 5-INCH NATIONAL
 DO3843'GEODETIC SURVEY LOGO CAP.
 DO3843'
 DO3843'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO3844 ***********************************************************************
 DO3844  DESIGNATION -  872 0004 F
 DO3844  PID         -  DO3844
 DO3844  STATE/COUNTY-  FL/NASSAU
 DO3844  COUNTRY     -  US
 DO3844  USGS QUAD   -  SAINT MARYS (2017)
 DO3844
 DO3844                         *CURRENT SURVEY CONTROL
 DO3844  ______________________________________________________________________
 DO3844* NAD 83(1986) POSITION- 30 43 16.     (N) 081 37 16.     (W)   SCALED
 DO3844* NAVD 88 ORTHO HEIGHT -     3.132 (meters)       10.28  (feet) ADJUSTED
 DO3844  ______________________________________________________________________
 DO3844  GEOID HEIGHT    -        -28.452 (meters)                     GEOID18
 DO3844  DYNAMIC HEIGHT  -          3.128 (meters)       10.26  (feet) COMP
 DO3844  MODELED GRAVITY -    979,392.9   (mgal)                       NAVD 88
 DO3844
 DO3844  VERT ORDER      -  SECOND    CLASS II
 DO3844
 DO3844.The horizontal coordinates were scaled from a map and have
 DO3844.an estimated accuracy of +/- 6 seconds.
 DO3844
 DO3844.The orthometric height was determined by differential leveling and
 DO3844.adjusted by the NATIONAL GEODETIC SURVEY
 DO3844.in October 2016.
 DO3844
 DO3844.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO3844.GEOID18 height accuracy estimate available here.
 DO3844
 DO3844.Click photographs - Photos may exist for this station.
 DO3844
 DO3844.The dynamic height is computed by dividing the NAVD 88
 DO3844.geopotential number by the normal gravity value computed on the
 DO3844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO3844.degrees latitude (g = 980.6199 gals.).
 DO3844
 DO3844.The modeled gravity was interpolated from observed gravity values.
 DO3844
 DO3844;                    North         East    Units  Estimated Accuracy
 DO3844;SPC FL E     -   707,970.      140,510.      MT  (+/- 180 meters Scaled)
 DO3844
 DO3844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP405988(NAD 83)
 DO3844
 DO3844                          SUPERSEDED SURVEY CONTROL
 DO3844
 DO3844.No superseded survey control is available for this station.
 DO3844
 DO3844_MARKER: DD = SURVEY DISK
 DO3844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO3844_STAMPING: 0004 F 2004
 DO3844_MARK LOGO: FLDEP
 DO3844_PROJECTION: FLUSH
 DO3844_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO3844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO3844+STABILITY: SURFACE MOTION
 DO3844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO3844+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2004
 DO3844
 DO3844  HISTORY     - Date     Condition        Report By
 DO3844  HISTORY     - 20040122 MONUMENTED       FLDEP
 DO3844
 DO3844                          STATION DESCRIPTION
 DO3844
 DO3844'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DO3844'THE MARK IS ABOUT 7.4 MI (11.9 KM) NORTHWEST OF YULEE, IN SECTION 48,
 DO3844'TOWNSHIP 4 NORTH, RANGE 27 EAST.
 DO3844'
 DO3844'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DO3844'ROAD A1A (STATE ROAD 200) IN YULEE, GO NORTHWEST ON U.S. HIGHWAY 17
 DO3844'FOR 3.7 MI (6.0 KM) TO THE JUNCTION OF CRANDALL ROAD ON THE RIGHT.
 DO3844'TURN RIGHT ON CRANDALL ROAD AND GO NORTHEAST FOR 3.8 MI (6.1 KM) TO
 DO3844'THE NORTH END OF A CURVE TO THE RIGHT AT THE RAYONIER SOUTHEAST TIMBER
 DO3844'DIVISION RECREATION AREA AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 DO3844'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH CRANDALL
 DO3844'ROAD.
 DO3844'
 DO3844'LOCATED 185.5 FT (56.5 M) EAST OF MARK 872 0004 EAST TIDAL, 133.0 FT
 DO3844'(40.5 M) EAST OF THE CENTER OF THE ENTRANCE GATE INTO THE RECREATION
 DO3844'AREA PARK, 45.0 FT (13.7 M) SOUTHWEST OF THE SOUTH BANK OF THE ST.
 DO3844'MARYS RIVER, 21.7 FT (6.6 M) NORTH OF THE APPROXIMATE CENTER OF
 DO3844'CRANDALL ROAD (A 16.0 FT (4.9 M) WIDE SAND ROAD), 2.5 FT (0.8 M) SOUTH
 DO3844'OF A 3-STRAND BARBED WIRE FENCE AND 0.5 FT (15 CM) SOUTH OF A
 DO3844'CARSONITE WITNESS POST.
 DO3844'
 DO3844'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2443 ***********************************************************************
 BC2443  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2443  DESIGNATION -  872 0006 C
 BC2443  PID         -  BC2443
 BC2443  STATE/COUNTY-  FL/NASSAU
 BC2443  COUNTRY     -  US
 BC2443  USGS QUAD   -  GROSS (2018)
 BC2443
 BC2443                         *CURRENT SURVEY CONTROL
 BC2443  ______________________________________________________________________
 BC2443* NAD 83(1986) POSITION- 30 43 55.     (N) 081 43 25.     (W)   SCALED
 BC2443* NAVD 88 ORTHO HEIGHT -     0.959 (meters)        3.15  (feet) ADJUSTED
 BC2443  ______________________________________________________________________
 BC2443  GEOID HEIGHT    -        -28.418 (meters)                     GEOID18
 BC2443  DYNAMIC HEIGHT  -          0.958 (meters)        3.14  (feet) COMP
 BC2443  MODELED GRAVITY -    979,390.7   (mgal)                       NAVD 88
 BC2443
 BC2443  VERT ORDER      -  SECOND    CLASS I
 BC2443
 BC2443.The horizontal coordinates were scaled from a map and have
 BC2443.an estimated accuracy of +/- 6 seconds.
 BC2443
 BC2443.The orthometric height was determined by differential leveling and
 BC2443.adjusted by the NATIONAL GEODETIC SURVEY
 BC2443.in June 1991.
 BC2443
 BC2443.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2443.GEOID18 height accuracy estimate available here.
 BC2443
 BC2443.This Tidal Bench Mark is designated as VM 4974
 BC2443.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2443
 BC2443.Click photographs - Photos may exist for this station.
 BC2443
 BC2443.The dynamic height is computed by dividing the NAVD 88
 BC2443.geopotential number by the normal gravity value computed on the
 BC2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2443.degrees latitude (g = 980.6199 gals.).
 BC2443
 BC2443.The modeled gravity was interpolated from observed gravity values.
 BC2443
 BC2443;                    North         East    Units  Estimated Accuracy
 BC2443;SPC FL E     -   709,230.      130,700.      MT  (+/- 180 meters Scaled)
 BC2443
 BC2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ307001(NAD 83)
 BC2443
 BC2443                          SUPERSEDED SURVEY CONTROL
 BC2443
 BC2443  NGVD 29 (09/01/92)    1.314  (m)            4.31   (f) ADJUSTED    2 1
 BC2443
 BC2443.Superseded values are not recommended for survey control.
 BC2443
 BC2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2443.See file dsdata.pdf to determine how the superseded data were derived.
 BC2443
 BC2443_MARKER: DD = SURVEY DISK
 BC2443_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2443_STAMPING: 0006 C 1977
 BC2443_MARK LOGO: NOS
 BC2443_PROJECTION: RECESSED 8 CENTIMETERS
 BC2443_MAGNETIC: I = MARKER IS A STEEL ROD
 BC2443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2443+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 BC2443_ROD/PIPE-DEPTH: 14.6 meters
 BC2443
 BC2443  HISTORY     - Date     Condition        Report By
 BC2443  HISTORY     - 1977     MONUMENTED       NOS
 BC2443  HISTORY     - 1985     GOOD             FLDNR
 BC2443  HISTORY     - 20040304 GOOD             FLDEP
 BC2443
 BC2443                          STATION DESCRIPTION
 BC2443
 BC2443'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2443'11.65 MI NW FROM YULEE.
 BC2443'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A, GO
 BC2443'8.9 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF OWENS ROAD
 BC2443'(GRADED), GO 0.8 MILE SOUTHWEST ON OWENS ROAD TO THE JUNCTION OF
 BC2443'WHITE OAK PLANTATION ROAD, GO 1.7 MILES NORTHWESTERLY ON WHITE OAK
 BC2443'PLANTATION ROAD TO A GUARDHOUSE GATE, CONTINUE FOR 0.25 MILE PAST THE
 BC2443'GATE TO THE MARK.  THE MARK BEARS 22 FEET SOUTHWEST OF THE CENTERLINE
 BC2443'OF THE ROAD, 336 FEET SOUTH-SOUTHEAST OF BENCH MARK 0006 B 1977, 627
 BC2443'FEET NORTHWEST OF BENCH MARK 0006 D 1977, AND 0.5 FOOT
 BC2443'NORTH-NORTHEAST OF A WITNESS POST.
 BC2443
 BC2443                          STATION RECOVERY (2004)
 BC2443
 BC2443'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2443'THE MARK IS ABOUT 11.65 MI (18.7 KM) NORTHWEST FROM YULEE, IN SECTION
 BC2443'29, TOWNSHIP 4 NORTH, RANGE 26 EAST.
 BC2443'
 BC2443'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 BC2443'200) AND U.S.  HIGHWAY 17 IN YULEE, GO NORTHWEST ON U.S. HIGHWAY 17
 BC2443'FOR 8.9 MI (14.3 KM) TO THE JUNCTION OF OWENS FARM ROAD ON THE LEFT (A
 BC2443'GRADED ROAD 0.5 MI (0.8 KM) SOUTH OF THE ST. MARYS RIVER).  TURN LEFT
 BC2443'ON OWENS FARM ROAD AND GO WESTERLY AND SOUTHWESTERLY FOR 0.8 MI (1.3
 BC2443'KM) TO THE JUNCTION OF WHITE OAK ROAD ON THE RIGHT.  TURN RIGHT ON
 BC2443'WHITE OAK ROAD AND GO NORTHWESTERLY FOR 1.7 MI (2.7 KM) TO THE
 BC2443'GATEHOUSE TO WHITE OAK PLANTATION.  CONTINUE PAST THE GATEHOUSE FOR
 BC2443'0.25 MI (0.4 KM) TO THE MARK ON THE LEFT, A DISK CRIMPED ONTO A ROD
 BC2443'DRIVEN INTO THE GROUND AND ENCASED IN A PVC PIPE INSIDE OF A CONCRETE
 BC2443'KICKBLOCK, RECESSED 0.25 FT (8 CM) BELOW THE LEVEL OF THE GROUND.
 BC2443'
 BC2443'LOCATED 335.0 FT (102.1 M) SOUTH-SOUTHEAST OF ROD MARK 872 0006 G
 BC2443'TIDAL, 22.0 FT (6.7 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 BC2443'WHITE OAK ROAD, 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST AND
 BC2443'1.0 FT (0.3 M) NORTH OF A METAL WITNESS POST.
 BC2443'
 BC2443'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2442 ***********************************************************************
 BC2442  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2442  DESIGNATION -  872 0006 D TIDAL
 BC2442  PID         -  BC2442
 BC2442  STATE/COUNTY-  FL/NASSAU
 BC2442  COUNTRY     -  US
 BC2442  USGS QUAD   -  GROSS (2018)
 BC2442
 BC2442                         *CURRENT SURVEY CONTROL
 BC2442  ______________________________________________________________________
 BC2442* NAD 83(1986) POSITION- 30 43 50.     (N) 081 43 16.     (W)   SCALED
 BC2442* NAVD 88 ORTHO HEIGHT -     1.180 (meters)        3.87  (feet) ADJUSTED
 BC2442  ______________________________________________________________________
 BC2442  GEOID HEIGHT    -        -28.419 (meters)                     GEOID18
 BC2442  DYNAMIC HEIGHT  -          1.178 (meters)        3.86  (feet) COMP
 BC2442  MODELED GRAVITY -    979,390.6   (mgal)                       NAVD 88
 BC2442
 BC2442  VERT ORDER      -  SECOND    CLASS I
 BC2442
 BC2442.The horizontal coordinates were scaled from a map and have
 BC2442.an estimated accuracy of +/- 6 seconds.
 BC2442
 BC2442.The orthometric height was determined by differential leveling and
 BC2442.adjusted by the NATIONAL GEODETIC SURVEY
 BC2442.in June 1991.
 BC2442
 BC2442.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2442.GEOID18 height accuracy estimate available here.
 BC2442
 BC2442.This Tidal Bench Mark is designated as VM 4975
 BC2442.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2442
 BC2442.Click photographs - Photos may exist for this station.
 BC2442
 BC2442.The dynamic height is computed by dividing the NAVD 88
 BC2442.geopotential number by the normal gravity value computed on the
 BC2442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2442.degrees latitude (g = 980.6199 gals.).
 BC2442
 BC2442.The modeled gravity was interpolated from observed gravity values.
 BC2442
 BC2442;                    North         East    Units  Estimated Accuracy
 BC2442;SPC FL E     -   709,070.      130,940.      MT  (+/- 180 meters Scaled)
 BC2442
 BC2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP309999(NAD 83)
 BC2442
 BC2442                          SUPERSEDED SURVEY CONTROL
 BC2442
 BC2442  NGVD 29 (09/01/92)    1.534  (m)            5.03   (f) ADJUSTED    2 1
 BC2442
 BC2442.Superseded values are not recommended for survey control.
 BC2442
 BC2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2442.See file dsdata.pdf to determine how the superseded data were derived.
 BC2442
 BC2442_MARKER: DD = SURVEY DISK
 BC2442_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2442_STAMPING: 0006 D 1977
 BC2442_MARK LOGO: NOS
 BC2442_PROJECTION: PROJECTING 3 CENTIMETERS
 BC2442_MAGNETIC: I = MARKER IS A STEEL ROD
 BC2442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2442_ROD/PIPE-DEPTH: 14.6 meters
 BC2442
 BC2442  HISTORY     - Date     Condition        Report By
 BC2442  HISTORY     - 1977     MONUMENTED       NOS
 BC2442  HISTORY     - 1985     GOOD             FLDNR
 BC2442  HISTORY     - 20021122 MARK NOT FOUND   FLDEP
 BC2442  HISTORY     - 20040206 MARK NOT FOUND   FLDEP
 BC2442
 BC2442                          STATION DESCRIPTION
 BC2442
 BC2442'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2442'11.55 MI NW FROM YULEE.
 BC2442'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A, GO
 BC2442'8.9 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF OWENS ROAD
 BC2442'(GRADED), GO 0.8 MILE SOUTHWEST ON OWENS ROAD TO THE JUNCTION OF
 BC2442'WHITE OAK PLANTATION ROAD, GO 1.7 MILES NORTHWESTERLY ON WHITE OAK
 BC2442'PLANTATION ROAD TO A GUARDHOUSE GATE, CONTINUE FOR 0.15 MILE PAST THE
 BC2442'GATE TO THE MARK.  THE MARK BEARS 20 FEET SOUTHWEST OF THE CENTERLINE
 BC2442'OF THE ROAD, 627 FEET SOUTHEAST OF BENCH MARK 0006 C 1977, 0.15 MILE
 BC2442'WEST OF BENCH MARK 0006 E 1977, AND 0.5 FOOT NORTHEAST OF A WITNESS
 BC2442'POST.
 BC2442
 BC2442                          STATION RECOVERY (2002)
 BC2442
 BC2442'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC2442'SEARCHED FOR, NOT FOUND.  REMNANTS OF THE PVC PIPE AND CONCRETE
 BC2442'KICKBLOCK FOUND IN VICINITY
 BC2442
 BC2442                          STATION RECOVERY (2004)
 BC2442
 BC2442'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2442'THE MARK WAS SEARCHED FOR AND NOT RECOVERED.  A PVC PIPE AND CONCRETE
 BC2442'KICKBLOCK WERE  FOUND ON TOP OF THE GROUND IN THE VICINITY OF THE
 BC2442'DESCRIBED LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2441 ***********************************************************************
 BC2441  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2441  DESIGNATION -  872 0006 E
 BC2441  PID         -  BC2441
 BC2441  STATE/COUNTY-  FL/NASSAU
 BC2441  COUNTRY     -  US
 BC2441  USGS QUAD   -  GROSS (2018)
 BC2441
 BC2441                         *CURRENT SURVEY CONTROL
 BC2441  ______________________________________________________________________
 BC2441* NAD 83(1986) POSITION- 30 43 50.     (N) 081 43 08.     (W)   SCALED
 BC2441* NAVD 88 ORTHO HEIGHT -     2.849 (meters)        9.35  (feet) ADJUSTED
 BC2441  ______________________________________________________________________
 BC2441  GEOID HEIGHT    -        -28.420 (meters)                     GEOID18
 BC2441  DYNAMIC HEIGHT  -          2.845 (meters)        9.33  (feet) COMP
 BC2441  MODELED GRAVITY -    979,390.7   (mgal)                       NAVD 88
 BC2441
 BC2441  VERT ORDER      -  SECOND    CLASS I
 BC2441
 BC2441.The horizontal coordinates were scaled from a map and have
 BC2441.an estimated accuracy of +/- 6 seconds.
 BC2441
 BC2441.The orthometric height was determined by differential leveling and
 BC2441.adjusted by the NATIONAL GEODETIC SURVEY
 BC2441.in June 1991.
 BC2441
 BC2441.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2441.GEOID18 height accuracy estimate available here.
 BC2441
 BC2441.This Tidal Bench Mark is designated as VM 4976
 BC2441.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2441
 BC2441.Click photographs - Photos may exist for this station.
 BC2441
 BC2441.The dynamic height is computed by dividing the NAVD 88
 BC2441.geopotential number by the normal gravity value computed on the
 BC2441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2441.degrees latitude (g = 980.6199 gals.).
 BC2441
 BC2441.The modeled gravity was interpolated from observed gravity values.
 BC2441
 BC2441;                    North         East    Units  Estimated Accuracy
 BC2441;SPC FL E     -   709,070.      131,150.      MT  (+/- 180 meters Scaled)
 BC2441
 BC2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP311999(NAD 83)
 BC2441
 BC2441                          SUPERSEDED SURVEY CONTROL
 BC2441
 BC2441  NGVD 29 (09/01/92)    3.203  (m)           10.51   (f) ADJUSTED    2 1
 BC2441
 BC2441.Superseded values are not recommended for survey control.
 BC2441
 BC2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2441.See file dsdata.pdf to determine how the superseded data were derived.
 BC2441
 BC2441_MARKER: DD = SURVEY DISK
 BC2441_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2441_STAMPING: 0006 E 1977
 BC2441_MARK LOGO: NOS
 BC2441_PROJECTION: RECESSED 20 CENTIMETERS
 BC2441_MAGNETIC: I = MARKER IS A STEEL ROD
 BC2441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2441_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2441+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 BC2441_ROD/PIPE-DEPTH: 14.6 meters
 BC2441
 BC2441  HISTORY     - Date     Condition        Report By
 BC2441  HISTORY     - 1977     MONUMENTED       NOS
 BC2441  HISTORY     - 1985     GOOD             FLDNR
 BC2441  HISTORY     - 20040304 GOOD             FLDEP
 BC2441
 BC2441                          STATION DESCRIPTION
 BC2441
 BC2441'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2441'11.4 MI NW FROM YULEE.
 BC2441'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A, GO
 BC2441'8.9 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF OWENS ROAD
 BC2441'(GRADED), GO 0.8 MILE SOUTHWEST ON OWENS ROAD TO THE JUNCTION OF
 BC2441'WHITE OAK PLANTATION ROAD, GO 1.7 MILES NORTHWESTERLY ON WHITE OAK
 BC2441'PLANTATION ROAD TO A GUARDHOUSE GATE AND THE MARK.  THE MARK IS
 BC2441'SOUTHWEST OF, AND ACROSS THE ROAD FROM, THE SOUTHWEST CORNER OF THE
 BC2441'GUARDHOUSE, 14 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 24.6 FEET
 BC2441'WEST OF THE SOUTH END OF THE WHITE OAK GILMAN PAPER COMPANY SIGN, 0.4
 BC2441'FOOT NORTH OF A WITNESS POST, AND 0.15 MILE EAST OF BENCH MARK 0006 D
 BC2441'1977.
 BC2441
 BC2441                          STATION RECOVERY (2004)
 BC2441
 BC2441'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2441'THE MARK IS ABOUT 11.4 MI (18.3 KM) NORTHWEST FROM YULEE, IN SECTION
 BC2441'32, TOWNSHIP 4 NORTH, RANGE 26 EAST.
 BC2441'
 BC2441'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 BC2441'200) AND U.S.  HIGHWAY 17 IN YULEE, GO NORTHWEST ON U.S. HIGHWAY 17
 BC2441'FOR 8.9 MI (14.3 KM) TO THE JUNCTION OF OWENS FARM ROAD ON THE LEFT (A
 BC2441'GRADED ROAD 0.5 MI (0.8 KM) SOUTH OF THE ST. MARYS RIVER).  TURN LEFT
 BC2441'ON OWENS FARM ROAD AND GO WESTERLY AND SOUTHWESTERLY FOR 0.8 MI (1.3
 BC2441'KM) TO THE JUNCTION OF WHITE OAK ROAD ON THE RIGHT.  TURN RIGHT ON
 BC2441'WHITE OAK ROAD AND GO NORTHWESTERLY FOR 1.7 MI (2.7 KM) TO THE
 BC2441'GATEHOUSE TO WHITE OAK PLANTATION AND THE MARK IMMEDIATELY PAST THE
 BC2441'GATEHOUSE ON THE LEFT, A DISK CRIMPED ONTO A ROD DRIVEN INTO THE
 BC2441'GROUND AND ENCASED IN A PVC PIPE INSIDE OF A CONCRETE KICKBLOCK,
 BC2441'RECESSED 0.7 FT (21 CM) BELOW THE LEVEL OF THE GROUND.
 BC2441'
 BC2441'LOCATED 114.0 FT (34.7 M) WEST-NORTHWEST OF THE APPROXIMATE CENTER OF
 BC2441'A SAND ROAD LEADING SOUTHWEST, 69.5 FT (21.2 M) WEST-SOUTHWEST OF THE
 BC2441'SOUTHEAST CORNER OF THE GATEHOUSE, 46.8 FT (14.3 M) SOUTHWEST OF THE
 BC2441'SOUTHWEST CORNER OF THE GATEHOUSE, 35.0 SOUTH-SOUTHWEST OF THE CENTER
 BC2441'OF THE MEDIAN ISLAND WHERE THE GATEHOUSE IS LOCATED, 1.0 FT (0.3 M)
 BC2441'SOUTHWEST OF A CARSONITE WITNESS POST AND 0.5 FT (15 CM) NORTHEAST OF
 BC2441'A METAL WITNESS POST.
 BC2441'
 BC2441'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO3847 ***********************************************************************
 DO3847  DESIGNATION -  872 0006 F
 DO3847  PID         -  DO3847
 DO3847  STATE/COUNTY-  FL/NASSAU
 DO3847  COUNTRY     -  US
 DO3847  USGS QUAD   -  GROSS (2018)
 DO3847
 DO3847                         *CURRENT SURVEY CONTROL
 DO3847  ______________________________________________________________________
 DO3847* NAD 83(1986) POSITION- 30 44 02.     (N) 081 43 29.     (W)   SCALED
 DO3847* NAVD 88 ORTHO HEIGHT -     0.760 (meters)        2.49  (feet) ADJUSTED
 DO3847  ______________________________________________________________________
 DO3847  GEOID HEIGHT    -        -28.419 (meters)                     GEOID18
 DO3847  DYNAMIC HEIGHT  -          0.759 (meters)        2.49  (feet) COMP
 DO3847  MODELED GRAVITY -    979,390.8   (mgal)                       NAVD 88
 DO3847
 DO3847  VERT ORDER      -  SECOND    CLASS II
 DO3847
 DO3847.The horizontal coordinates were scaled from a map and have
 DO3847.an estimated accuracy of +/- 6 seconds.
 DO3847
 DO3847.The orthometric height was determined by differential leveling and
 DO3847.adjusted by the NATIONAL GEODETIC SURVEY
 DO3847.in October 2016.
 DO3847
 DO3847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO3847.GEOID18 height accuracy estimate available here.
 DO3847
 DO3847.Click photographs - Photos may exist for this station.
 DO3847
 DO3847.The dynamic height is computed by dividing the NAVD 88
 DO3847.geopotential number by the normal gravity value computed on the
 DO3847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO3847.degrees latitude (g = 980.6199 gals.).
 DO3847
 DO3847.The modeled gravity was interpolated from observed gravity values.
 DO3847
 DO3847;                    North         East    Units  Estimated Accuracy
 DO3847;SPC FL E     -   709,450.      130,600.      MT  (+/- 180 meters Scaled)
 DO3847
 DO3847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ306003(NAD 83)
 DO3847
 DO3847                          SUPERSEDED SURVEY CONTROL
 DO3847
 DO3847.No superseded survey control is available for this station.
 DO3847
 DO3847_MARKER: F = FLANGE-ENCASED ROD
 DO3847_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO3847_STAMPING: 0006 F 2004
 DO3847_MARK LOGO: NGS
 DO3847_PROJECTION: FLUSH
 DO3847_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO3847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO3847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO3847+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004
 DO3847_ROD/PIPE-DEPTH: 10.9 meters
 DO3847
 DO3847  HISTORY     - Date     Condition        Report By
 DO3847  HISTORY     - 20040121 MONUMENTED       FLDEP
 DO3847
 DO3847                          STATION DESCRIPTION
 DO3847
 DO3847'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DO3847'THE MARK IS ABOUT 11.9 MI (19.1 KM) NORTHWEST FROM YULEE, IN SECTION
 DO3847'29, TOWNSHIP 4 NORTH, RANGE 26 EAST.
 DO3847'
 DO3847'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 DO3847'200) AND U.S.  HIGHWAY 17 IN YULEE, GO NORTHWEST ON U.S. HIGHWAY 17
 DO3847'FOR 8.9 MI (14.3 KM) TO THE JUNCTION OF OWENS FARM ROAD ON THE LEFT (A
 DO3847'GRADED ROAD 0.5 MI (0.8 KM) SOUTH OF THE ST. MARYS RIVER).  TURN LEFT
 DO3847'ON OWENS FARM ROAD AND GO WESTERLY AND SOUTHWESTERLY FOR 0.8 MI (1.3
 DO3847'KM) TO THE JUNCTION OF WHITE OAK ROAD ON THE RIGHT.  TURN RIGHT ON
 DO3847'WHITE OAK ROAD AND GO NORTHWESTERLY FOR 1.7 MI (2.7 KM) TO THE
 DO3847'GATEHOUSE TO WHITE OAK PLANTATION.  CONTINUE PAST THE GATEHOUSE FOR
 DO3847'0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN
 DO3847'TO REFUSAL AT A DEPTH OF 35.8 FT (10.9 M) WITH AN NATIONAL GEODETIC
 DO3847'SURVEY LOGO CAP SET FLUSH WITH THE GROUND, THE DATUM POINT IS RECESSED
 DO3847'0.4 FT (12 CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO
 DO3847'CAP.
 DO3847'
 DO3847'LOCATED 46.2 FT (14.1 M) EAST-SOUTHEAST OF THE SOUTH END OF THE
 DO3847'SOUTHWEST STEEL GUARDRAIL AT THE SOUTH SIDE OF THE BRIDGE OVER THE
 DO3847'LITTLE ST. MARYS RIVER, 31.7 FT (9.7 M) NORTHEAST OF THE APPROXIMATE
 DO3847'CENTERLINE OF WHITE OAK ROAD, 26.0 FT (7.9 M) EAST OF THE SOUTHEAST
 DO3847'STEEL GUARDRAIL OF THE BRIDGE, 11.0 FT (3.4 M) EAST OF A BELL SOUTH
 DO3847'FIBER OPTIC MARKER POST AND 0.5 NORTHEAST OF A CARSONITE WITNESS POST.
 DO3847'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE 5-INCH NATIONAL
 DO3847'GEODETIC SURVEY LOGO CAP.
 DO3847'
 DO3847'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO3846 ***********************************************************************
 DO3846  DESIGNATION -  872 0006 G
 DO3846  PID         -  DO3846
 DO3846  STATE/COUNTY-  FL/NASSAU
 DO3846  COUNTRY     -  US
 DO3846  USGS QUAD   -  GROSS (2018)
 DO3846
 DO3846                         *CURRENT SURVEY CONTROL
 DO3846  ______________________________________________________________________
 DO3846* NAD 83(1986) POSITION- 30 43 58.     (N) 081 43 25.     (W)   SCALED
 DO3846* NAVD 88 ORTHO HEIGHT -     0.955 (meters)        3.13  (feet) ADJUSTED
 DO3846  ______________________________________________________________________
 DO3846  GEOID HEIGHT    -        -28.419 (meters)                     GEOID18
 DO3846  DYNAMIC HEIGHT  -          0.953 (meters)        3.13  (feet) COMP
 DO3846  MODELED GRAVITY -    979,390.8   (mgal)                       NAVD 88
 DO3846
 DO3846  VERT ORDER      -  SECOND    CLASS II
 DO3846
 DO3846.The horizontal coordinates were scaled from a map and have
 DO3846.an estimated accuracy of +/- 6 seconds.
 DO3846
 DO3846.The orthometric height was determined by differential leveling and
 DO3846.adjusted by the NATIONAL GEODETIC SURVEY
 DO3846.in October 2016.
 DO3846
 DO3846.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO3846.GEOID18 height accuracy estimate available here.
 DO3846
 DO3846.Click photographs - Photos may exist for this station.
 DO3846
 DO3846.The dynamic height is computed by dividing the NAVD 88
 DO3846.geopotential number by the normal gravity value computed on the
 DO3846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO3846.degrees latitude (g = 980.6199 gals.).
 DO3846
 DO3846.The modeled gravity was interpolated from observed gravity values.
 DO3846
 DO3846;                    North         East    Units  Estimated Accuracy
 DO3846;SPC FL E     -   709,320.      130,700.      MT  (+/- 180 meters Scaled)
 DO3846
 DO3846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMQ307002(NAD 83)
 DO3846
 DO3846                          SUPERSEDED SURVEY CONTROL
 DO3846
 DO3846.No superseded survey control is available for this station.
 DO3846
 DO3846_MARKER: F = FLANGE-ENCASED ROD
 DO3846_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO3846_STAMPING: 0006 G 2004
 DO3846_MARK LOGO: NGS
 DO3846_PROJECTION: FLUSH
 DO3846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO3846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO3846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO3846+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004
 DO3846_ROD/PIPE-DEPTH: 7.8 meters
 DO3846
 DO3846  HISTORY     - Date     Condition        Report By
 DO3846  HISTORY     - 20040121 MONUMENTED       FLDEP
 DO3846
 DO3846                          STATION DESCRIPTION
 DO3846
 DO3846'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DO3846'THE MARK IS ABOUT 11.7 MI (18.8 KM) NORTHWEST FROM YULEE, IN SECTION
 DO3846'29, TOWNSHIP 4 NORTH, RANGE 26 EAST.
 DO3846'
 DO3846'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 DO3846'200) AND U.S.  HIGHWAY 17 IN YULEE, GO NORTHWEST ON U.S. HIGHWAY 17
 DO3846'FOR 8.9 MI (14.3 KM) TO THE JUNCTION OF OWENS FARM ROAD ON THE LEFT (A
 DO3846'GRADED ROAD 0.5 MI (0.8 KM) SOUTH OF THE ST. MARYS RIVER).  TURN LEFT
 DO3846'ON OWENS FARM ROAD AND GO WESTERLY AND SOUTHWESTERLY FOR 0.8 MI (1.3
 DO3846'KM) TO THE JUNCTION OF WHITE OAK ROAD ON THE RIGHT.  TURN RIGHT ON
 DO3846'WHITE OAK ROAD AND GO NORTHWESTERLY FOR 1.7 MI (2.7 KM) TO THE
 DO3846'GATEHOUSE TO WHITE OAK PLANTATION.  CONTINUE PAST THE GATEHOUSE FOR
 DO3846'0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN
 DO3846'TO REFUSAL AT A DEPTH OF 25.6 FT (7.8 M) WITH AN NATIONAL GEODETIC
 DO3846'SURVEY LOGO CAP FLUSH WITH THE GROUND AND ABOUT LEVEL WITH WHITE OAK
 DO3846'ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF
 DO3846'THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DO3846'
 DO3846'LOCATED 335.0 FT (102.1 M) NORTH-NORTHWEST OF BENCH MARK 872 0006 C
 DO3846'TIDAL, 16.0 FT (4.9 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DO3846'WHITE OAK ROAD, 6.5 FT (2.0 M) SOUTHWEST OF AN 8-INCH (20 CM) SWEETGUM
 DO3846'TREE, 2.0 FT (0.6 M) SOUTHWEST OF THE SOUTHWEST SIDE OF A DITCH, 2.0
 DO3846'FT (0.6 M) NORTH OF A CARSONITE WITNESS AND 1.7 FT (0.5 M) SOUTHEAST
 DO3846'OF CARSONITE WITNESS POST.
 DO3846'
 DO3846'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE 5-INCH NATIONAL
 DO3846'GEODETIC SURVEY LOGO CAP.
 DO3846'
 DO3846'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO3845 ***********************************************************************
 DO3845  DESIGNATION -  872 0006 H
 DO3845  PID         -  DO3845
 DO3845  STATE/COUNTY-  FL/NASSAU
 DO3845  COUNTRY     -  US
 DO3845  USGS QUAD   -  GROSS (2018)
 DO3845
 DO3845                         *CURRENT SURVEY CONTROL
 DO3845  ______________________________________________________________________
 DO3845* NAD 83(1986) POSITION- 30 43 51.     (N) 081 43 18.     (W)   SCALED
 DO3845* NAVD 88 ORTHO HEIGHT -     0.795 (meters)        2.61  (feet) ADJUSTED
 DO3845  ______________________________________________________________________
 DO3845  GEOID HEIGHT    -        -28.419 (meters)                     GEOID18
 DO3845  DYNAMIC HEIGHT  -          0.794 (meters)        2.61  (feet) COMP
 DO3845  MODELED GRAVITY -    979,390.7   (mgal)                       NAVD 88
 DO3845
 DO3845  VERT ORDER      -  SECOND    CLASS II
 DO3845
 DO3845.The horizontal coordinates were scaled from a map and have
 DO3845.an estimated accuracy of +/- 6 seconds.
 DO3845
 DO3845.The orthometric height was determined by differential leveling and
 DO3845.adjusted by the NATIONAL GEODETIC SURVEY
 DO3845.in October 2016.
 DO3845
 DO3845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO3845.GEOID18 height accuracy estimate available here.
 DO3845
 DO3845.Click photographs - Photos may exist for this station.
 DO3845
 DO3845.The dynamic height is computed by dividing the NAVD 88
 DO3845.geopotential number by the normal gravity value computed on the
 DO3845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO3845.degrees latitude (g = 980.6199 gals.).
 DO3845
 DO3845.The modeled gravity was interpolated from observed gravity values.
 DO3845
 DO3845;                    North         East    Units  Estimated Accuracy
 DO3845;SPC FL E     -   709,100.      130,890.      MT  (+/- 180 meters Scaled)
 DO3845
 DO3845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP309999(NAD 83)
 DO3845
 DO3845                          SUPERSEDED SURVEY CONTROL
 DO3845
 DO3845.No superseded survey control is available for this station.
 DO3845
 DO3845_MARKER: F = FLANGE-ENCASED ROD
 DO3845_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO3845_STAMPING: 0006 H 2004
 DO3845_MARK LOGO: NGS
 DO3845_PROJECTION: FLUSH
 DO3845_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO3845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO3845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO3845+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004
 DO3845_ROD/PIPE-DEPTH: 6.1 meters
 DO3845
 DO3845  HISTORY     - Date     Condition        Report By
 DO3845  HISTORY     - 20040121 MONUMENTED       FLDEP
 DO3845
 DO3845                          STATION DESCRIPTION
 DO3845
 DO3845'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DO3845'THE MARK IS ABOUT 11.5 MI (18.5 KM) NORTHWEST FROM YULEE, IN SECTION
 DO3845'32, TOWNSHIP 4 NORTH, RANGE 26 EAST.
 DO3845'
 DO3845'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 DO3845'200) AND U.S.  HIGHWAY 17 IN YULEE, GO NORTHWEST ON U.S. HIGHWAY 17
 DO3845'FOR 8.9 MI (14.3 KM) TO THE JUNCTION OF OWENS FARM ROAD ON THE LEFT (A
 DO3845'GRADED ROAD 0.5 MI (0.8 KM) SOUTH OF THE ST. MARYS RIVER).  TURN LEFT
 DO3845'ON OWENS FARM ROAD AND GO WESTERLY AND SOUTHWESTERLY FOR 0.8 MI (1.3
 DO3845'KM) TO THE JUNCTION OF WHITE OAK ROAD (A GRADED ROAD).  TURN RIGHT ON
 DO3845'WHITE OAK ROAD AND GO NORTHWESTERLY FOR 1.7 MI (2.7 KM) TO THE
 DO3845'GATEHOUSE TO WHITE OAK PLANTATION.  CONTINUE PAST THE GATEHOUSE FOR
 DO3845'0.15 MI (0.2 KM) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD
 DO3845'DRIVEN TO REFUSAL AT A DEPTH OF 20.0 FT (6.1 M) WITH AN NATIONAL
 DO3845'GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH WHITE
 DO3845'OAK ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL
 DO3845'OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DO3845'
 DO3845'LOCATED 35.5 FT (10.8 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DO3845'WHITE OAK ROAD, 16.5 FT (5.0 M) NORTHEAST OF A BELL SOUTH CABLE
 DO3845'JUNCTION BOX NUMBER 11, 7.3 FT (2.2 M) SOUTHWEST OF A 16-INCH (41 CM)
 DO3845'PINE TREE AND 1.0 FT (0.3 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DO3845'
 DO3845'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
 DO3845'
 DO3845'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE 5-INCH NATIONAL
 DO3845'GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2434 ***********************************************************************
 BC2434  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2434  DESIGNATION -  872 0007 A TIDAL
 BC2434  PID         -  BC2434
 BC2434  STATE/COUNTY-  FL/NASSAU
 BC2434  COUNTRY     -  US
 BC2434  USGS QUAD   -  SAINT MARYS (2017)
 BC2434
 BC2434                         *CURRENT SURVEY CONTROL
 BC2434  ______________________________________________________________________
 BC2434* NAD 83(1986) POSITION- 30 42 12.     (N) 081 34 34.     (W)   SCALED
 BC2434* NAVD 88 ORTHO HEIGHT -     1.594 (meters)        5.23  (feet) ADJUSTED
 BC2434  ______________________________________________________________________
 BC2434  GEOID HEIGHT    -        -28.454 (meters)                     GEOID18
 BC2434  DYNAMIC HEIGHT  -          1.592 (meters)        5.22  (feet) COMP
 BC2434  MODELED GRAVITY -    979,393.0   (mgal)                       NAVD 88
 BC2434
 BC2434  VERT ORDER      -  SECOND    CLASS I
 BC2434
 BC2434.The horizontal coordinates were scaled from a map and have
 BC2434.an estimated accuracy of +/- 6 seconds.
 BC2434
 BC2434.The orthometric height was determined by differential leveling and
 BC2434.adjusted by the NATIONAL GEODETIC SURVEY
 BC2434.in June 1991.
 BC2434
 BC2434.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2434.GEOID18 height accuracy estimate available here.
 BC2434
 BC2434.This Tidal Bench Mark is designated as VM 4977
 BC2434.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2434
 BC2434.Click photographs - Photos may exist for this station.
 BC2434
 BC2434.The dynamic height is computed by dividing the NAVD 88
 BC2434.geopotential number by the normal gravity value computed on the
 BC2434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2434.degrees latitude (g = 980.6199 gals.).
 BC2434
 BC2434.The modeled gravity was interpolated from observed gravity values.
 BC2434
 BC2434;                    North         East    Units  Estimated Accuracy
 BC2434;SPC FL E     -   705,980.      144,810.      MT  (+/- 180 meters Scaled)
 BC2434
 BC2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP448968(NAD 83)
 BC2434
 BC2434                          SUPERSEDED SURVEY CONTROL
 BC2434
 BC2434  NGVD 29 (09/01/92)    1.935  (m)            6.35   (f) ADJUSTED    2 1
 BC2434
 BC2434.Superseded values are not recommended for survey control.
 BC2434
 BC2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2434.See file dsdata.pdf to determine how the superseded data were derived.
 BC2434
 BC2434_MARKER: DD = SURVEY DISK
 BC2434_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BC2434_STAMPING: 0007 A 1977
 BC2434_MARK LOGO: NOS
 BC2434_PROJECTION: FLUSH
 BC2434_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC2434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2434+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 BC2434
 BC2434  HISTORY     - Date     Condition        Report By
 BC2434  HISTORY     - 1977     MONUMENTED       NOS
 BC2434  HISTORY     - 1985     GOOD             FLDNR
 BC2434  HISTORY     - 20040415 GOOD             FLDEP
 BC2434
 BC2434                          STATION DESCRIPTION
 BC2434
 BC2434'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2434'10.2 MI NORTH FROM YULEE.
 BC2434'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A IN
 BC2434'YULEE, FLORIDA, GO 3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF
 BC2434'CRANDALL ROAD, GO 2.8 MILES NORTHEASTERLY ON CRANDALL ROAD TO THE
 BC2434'JUNCTION OF THE RAYONIER TIMBER ROAD 8, GO 0.1 MILE SOUTHEAST ON ROAD
 BC2434'8 TO THE FORK TO TIMBER ROAD 6, BEAR LEFT AND GO 3.3 MILES EASTERLY
 BC2434'ALONG ROAD 6 TO A FENCE GATE AT THE PROPERTY OF MRS. STUART DAVIS,
 BC2434'GO EASTERLY 0.05 MILE ALONG SAME ROAD TO A FORK, BEAR LEFT AND GO
 BC2434'NORTH AND EASTERLY 0.25 MILE TO THE MARK.  THE MARK IS AT THE BASE OF
 BC2434'A HIGH BLUFF, 63 FEET SOUTHWEST OF THE SOUTH END OF THE EASTERNMOST
 BC2434'DOCK, 14 FEET SOUTH OF THE APPARENT HIGH WATER LINE, 13 FEET NORTH OF
 BC2434'THE BASE OF THE BLUFF, AND 222 FEET WEST OF BENCH MARK 0007 B 1977.
 BC2434'THE MARK IS LOCATED AT ROSE BLUFF ON THE SOUTH SIDE OF BELLS RIVER.
 BC2434
 BC2434                          STATION RECOVERY (2004)
 BC2434
 BC2434'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2434'THE MARK IS ABOUT 6.9 MI (11.1 KM) NORTHWEST OF ONEIL, IN SECTION 43,
 BC2434'TOWNSHIP 3 NORTH, RANGE 27 EAST.
 BC2434'
 BC2434'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A (STATE ROAD
 BC2434'200), SCOTT ROAD AND COUNTY ROAD 107 IN ONEIL, GO NORTHWEST ON STATE
 BC2434'ROAD A1A FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF AMELIA CONCOURSE AND
 BC2434'CHESTER ROAD.  TURN RIGHT ON CHESTER ROAD AND GO NORTH FOR 3.35 MI
 BC2434'(5.4 KM) TO THE JUNCTION OF ROSES BLUFF ROAD ON THE LEFT.  TURN LEFT
 BC2434'ON ROSES BLUFF ROAD AND GO NORTHWEST FOR 1.75 MI (2.8 KM) TO THE END
 BC2434'OF THE PAVEMENT.  CONTINUE NORTHWEST ON THE SAND ROAD FOR 1.35 MI (2.2
 BC2434'KM) TO THE END OF THE ROAD AT THE RIVER BLUFF PROPERTY GATE.  TURN
 BC2434'LEFT ON THE PRIVATE SAND DRIVE JUST BEFORE THE GATE AND FOLLOW THE
 BC2434'MEANDERING DRIVE NORTHWESTERLY FOR 0.35 MI (0.6 KM) TO THE RESIDENCES
 BC2434'OF STUART AND JOHN DAVIS AND THE MARK ON THE RIGHT FLUSH WITH THE
 BC2434'GROUND, ABOUT 335.0 FT (102.1 M) EAST OF THE LOWER (WEST) END OF A
 BC2434'GRASS DRIVE THAT RUNS FROM THE TOP OF THE BLUFF TO THE BASE OF THE
 BC2434'BLUFF ALONG THE BELLS RIVER.
 BC2434'
 BC2434'LOCATED 222.0 FT (67.7 M) WEST-NORTHWEST OF TIDAL BENCH MARK 0007 B
 BC2434'1977, 62.6 FT (19.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A 4.0 FT
 BC2434'(1.2 M) WIDE WOODEN WALKWAY TO A BOAT DOCK, 51.0 FT (15.5 M) WEST OF
 BC2434'THE CENTER OF STEPS GOING TO THE TOP OF THE BLUFF, 13.0 FT (4.0 M)
 BC2434'NORTH OF THE BASE OF THE BLUFF, 11.5 FT (3.5 M) SOUTH OF THE BELLS
 BC2434'RIVER AND 0.5 FT (15 CM) EAST OF A METAL WITNESS POST.
 BC2434'
 BC2434'NOTE A MAGNET IS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2433 ***********************************************************************
 BC2433  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2433  DESIGNATION -  872 0007 B TIDAL
 BC2433  PID         -  BC2433
 BC2433  STATE/COUNTY-  FL/NASSAU
 BC2433  COUNTRY     -  US
 BC2433  USGS QUAD   -  SAINT MARYS (2017)
 BC2433
 BC2433                         *CURRENT SURVEY CONTROL
 BC2433  ______________________________________________________________________
 BC2433* NAD 83(1986) POSITION- 30 42 12.     (N) 081 34 31.     (W)   SCALED
 BC2433* NAVD 88 ORTHO HEIGHT -     1.707 (meters)        5.60  (feet) ADJUSTED
 BC2433  ______________________________________________________________________
 BC2433  GEOID HEIGHT    -        -28.454 (meters)                     GEOID18
 BC2433  DYNAMIC HEIGHT  -          1.705 (meters)        5.59  (feet) COMP
 BC2433  MODELED GRAVITY -    979,393.0   (mgal)                       NAVD 88
 BC2433
 BC2433  VERT ORDER      -  SECOND    CLASS I
 BC2433
 BC2433.The horizontal coordinates were scaled from a map and have
 BC2433.an estimated accuracy of +/- 6 seconds.
 BC2433
 BC2433.The orthometric height was determined by differential leveling and
 BC2433.adjusted by the NATIONAL GEODETIC SURVEY
 BC2433.in June 1991.
 BC2433
 BC2433.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2433.GEOID18 height accuracy estimate available here.
 BC2433
 BC2433.This Tidal Bench Mark is designated as VM 4978
 BC2433.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2433
 BC2433.Click photographs - Photos may exist for this station.
 BC2433
 BC2433.The dynamic height is computed by dividing the NAVD 88
 BC2433.geopotential number by the normal gravity value computed on the
 BC2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2433.degrees latitude (g = 980.6199 gals.).
 BC2433
 BC2433.The modeled gravity was interpolated from observed gravity values.
 BC2433
 BC2433;                    North         East    Units  Estimated Accuracy
 BC2433;SPC FL E     -   705,980.      144,890.      MT  (+/- 180 meters Scaled)
 BC2433
 BC2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP449968(NAD 83)
 BC2433
 BC2433                          SUPERSEDED SURVEY CONTROL
 BC2433
 BC2433  NGVD 29 (09/01/92)    2.048  (m)            6.72   (f) ADJUSTED    2 1
 BC2433
 BC2433.Superseded values are not recommended for survey control.
 BC2433
 BC2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2433.See file dsdata.pdf to determine how the superseded data were derived.
 BC2433
 BC2433_MARKER: DD = SURVEY DISK
 BC2433_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2433_STAMPING: 0007 B 1977
 BC2433_MARK LOGO: NOS
 BC2433_PROJECTION: PROJECTING 5 CENTIMETERS
 BC2433_MAGNETIC: I = MARKER IS A STEEL ROD
 BC2433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2433+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 BC2433_ROD/PIPE-DEPTH: 12.2 meters
 BC2433
 BC2433  HISTORY     - Date     Condition        Report By
 BC2433  HISTORY     - 1977     MONUMENTED       NOS
 BC2433  HISTORY     - 1985     GOOD             FLDNR
 BC2433  HISTORY     - 20040415 GOOD             FLDEP
 BC2433
 BC2433                          STATION DESCRIPTION
 BC2433
 BC2433'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2433'10.2 MI NORTH FROM YULEE.
 BC2433'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A IN
 BC2433'YULEE, FLORIDA, GO 3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF
 BC2433'CRANDALL ROAD, GO 2.8 MILES NORTHEASTERLY ON CRANDALL ROAD TO THE
 BC2433'JUNCTION OF THE RAYONIER TIMBER ROAD 8, GO 0.1 MILE SOUTHEAST ON ROAD
 BC2433'8 TO THE FORK TO TIMBER ROAD 6, BEAR LEFT AND GO 3.3 MILES EASTERLY
 BC2433'ALONG ROAD 6 TO A FENCE GATE AT THE PROPERTY OF MRS. STUART DAVIS,
 BC2433'GO EASTERLY 0.05 MILE ALONG SAME ROAD TO A FORK, BEAR LEFT AND GO
 BC2433'NORTH AND EASTERLY 0.25 MILE TO THE MARK.  THE MARK IS AT THE BASE OF
 BC2433'A HIGH BLUFF, AND BEARS 10 FEET SOUTH OF THE CENTERLINE OF A GRASSY
 BC2433'DRIVE, 26 FEET SOUTH OF THE APPARENT HIGH WATER LINE, 222 FEET EAST
 BC2433'OF THE WEST END OF THE GRASSY DRIVE, AND 180 FEET WEST OF BENCH MARK
 BC2433'0007 C 1977.  THE MARK IS LOCATED AT ROSE BLUFF ON THE SOUTH SIDE OF
 BC2433'BELLS RIVER.
 BC2433
 BC2433                          STATION RECOVERY (2004)
 BC2433
 BC2433'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2433'THE MARK IS ABOUT 6.9 MI (11.1 KM) NORTHWEST OF ONEIL, IN SECTION 43,
 BC2433'TOWNSHIP 3 NORTH, RANGE 27 EAST.
 BC2433'
 BC2433'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A (STATE ROAD
 BC2433'200), SCOTT ROAD AND COUNTY ROAD 107 IN ONEIL, GO NORTHWEST ON STATE
 BC2433'ROAD A1A FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF AMELIA CONCOURSE AND
 BC2433'CHESTER ROAD.  TURN RIGHT ON CHESTER ROAD AND GO NORTH FOR 3.35 MI
 BC2433'(5.4 KM) TO THE JUNCTION OF ROSES BLUFF ROAD ON THE LEFT.  TURN LEFT
 BC2433'ON ROSES BLUFF ROAD AND GO NORTHWEST FOR 1.75 MI (2.8 KM) TO THE END
 BC2433'OF THE PAVEMENT.  CONTINUE NORTHWEST ON THE SAND ROAD FOR 1.35 MI (2.2
 BC2433'KM) TO THE END OF THE ROAD AT THE RIVER BLUFF PROPERTY GATE.  TURN
 BC2433'LEFT ON THE PRIVATE SAND DRIVE JUST BEFORE THE GATE AND FOLLOW THE
 BC2433'MEANDERING DRIVE NORTHWESTERLY FOR 0.35 MI (0.6 KM) TO THE RESIDENCES
 BC2433'OF STUART AND JOHN DAVIS AND THE MARK ON THE RIGHT, ABOUT 335.0 FT
 BC2433'(102.1 M) EAST OF THE LOWER (WEST) END OF A GRASS DRIVE THAT RUNS FROM
 BC2433'THE TOP OF THE BLUFF TO THE BASE OF THE BLUFF ALONG THE BELLS RIVER, A
 BC2433'DISK CRIMPED TO A ROD DRIVEN INTO THE GROUND ENCASED IN A PVC PIPE
 BC2433'INSIDE OF A CONCRETE KICKBLOCK PROJECTING 0.2 FT (6 CM) ABOVE THE
 BC2433'LEVEL OF THE GROUND.
 BC2433'
 BC2433'LOCATED 222.0 FT (67.7 M) EAST-SOUTHEAST OF TIDAL BENCH MARK 0007 A
 BC2433'1977, 180.0 FT (54.9 M) NORTHWEST OF TIDAL BENCH MARK 0007 C 1977,
 BC2433'24.0 FT (7.3 M) SOUTH OF THE SOUTH BANK OF THE BELLS RIVER, 10.0 FT
 BC2433'(3.0 M) SOUTH OF THE CENTER OF A GRASS DRIVE, 1.0 FT (0.3 M) NORTH OF
 BC2433'THE BASE OF THE BLUFF AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS
 BC2433'POST.
 BC2433'
 BC2433'NOTE A MAGNET IS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2432 ***********************************************************************
 BC2432  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2432  DESIGNATION -  872 0007 C TIDAL
 BC2432  PID         -  BC2432
 BC2432  STATE/COUNTY-  FL/NASSAU
 BC2432  COUNTRY     -  US
 BC2432  USGS QUAD   -  SAINT MARYS (2017)
 BC2432
 BC2432                         *CURRENT SURVEY CONTROL
 BC2432  ______________________________________________________________________
 BC2432* NAD 83(1986) POSITION- 30 42 11.     (N) 081 34 32.     (W)   SCALED
 BC2432* NAVD 88 ORTHO HEIGHT -     1.818 (meters)        5.96  (feet) ADJUSTED
 BC2432  ______________________________________________________________________
 BC2432  GEOID HEIGHT    -        -28.454 (meters)                     GEOID18
 BC2432  DYNAMIC HEIGHT  -          1.816 (meters)        5.96  (feet) COMP
 BC2432  MODELED GRAVITY -    979,393.0   (mgal)                       NAVD 88
 BC2432
 BC2432  VERT ORDER      -  SECOND    CLASS I
 BC2432
 BC2432.The horizontal coordinates were scaled from a map and have
 BC2432.an estimated accuracy of +/- 6 seconds.
 BC2432
 BC2432.The orthometric height was determined by differential leveling and
 BC2432.adjusted by the NATIONAL GEODETIC SURVEY
 BC2432.in June 1991.
 BC2432
 BC2432.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2432.GEOID18 height accuracy estimate available here.
 BC2432
 BC2432.This Tidal Bench Mark is designated as VM 4979
 BC2432.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2432
 BC2432.Click photographs - Photos may exist for this station.
 BC2432
 BC2432.The dynamic height is computed by dividing the NAVD 88
 BC2432.geopotential number by the normal gravity value computed on the
 BC2432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2432.degrees latitude (g = 980.6199 gals.).
 BC2432
 BC2432.The modeled gravity was interpolated from observed gravity values.
 BC2432
 BC2432;                    North         East    Units  Estimated Accuracy
 BC2432;SPC FL E     -   705,940.      144,870.      MT  (+/- 180 meters Scaled)
 BC2432
 BC2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP448968(NAD 83)
 BC2432
 BC2432                          SUPERSEDED SURVEY CONTROL
 BC2432
 BC2432  NGVD 29 (09/01/92)    2.159  (m)            7.08   (f) ADJUSTED    2 1
 BC2432
 BC2432.Superseded values are not recommended for survey control.
 BC2432
 BC2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2432.See file dsdata.pdf to determine how the superseded data were derived.
 BC2432
 BC2432_MARKER: DD = SURVEY DISK
 BC2432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2432_STAMPING: 0007 C 1977
 BC2432_MARK LOGO: NOS
 BC2432_PROJECTION: PROJECTING 5 CENTIMETERS
 BC2432_MAGNETIC: I = MARKER IS A STEEL ROD
 BC2432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2432+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 BC2432_ROD/PIPE-DEPTH: 12.2 meters
 BC2432
 BC2432  HISTORY     - Date     Condition        Report By
 BC2432  HISTORY     - 1977     MONUMENTED       NOS
 BC2432  HISTORY     - 1985     GOOD             FLDNR
 BC2432  HISTORY     - 20040415 GOOD             FLDEP
 BC2432
 BC2432                          STATION DESCRIPTION
 BC2432
 BC2432'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2432'10.2 MI NORTH FROM YULEE.
 BC2432'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A IN
 BC2432'YULEE, FLORIDA, GO 3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF
 BC2432'CRANDALL ROAD, GO 2.8 MILES NORTHEASTERLY ON CRANDALL ROAD TO THE
 BC2432'JUNCTION OF THE RAYONIER TIMBER ROAD 8, GO 0.1 MILE SOUTHEAST ON ROAD
 BC2432'8 TO THE FORK TO TIMBER ROAD 6, BEAR LEFT AND GO 3.3 MILES EASTERLY
 BC2432'ALONG ROAD 6 TO A FENCE GATE AT THE PROPERTY OF MRS. STUART DAVIS,
 BC2432'GO EASTERLY 0.05 MILE ALONG SAME ROAD TO A FORK, BEAR LEFT AND GO
 BC2432'NORTH AND EASTERLY 0.25 MILE TO THE MARK.  THE MARK BEARS 18 FEET
 BC2432'EAST OF THE CENTERLINE OF THE DRIVE LEADING TO THE BASE OF THE BLUFF,
 BC2432'6.4 FEET NORTHWEST OF A LARGE OAK TREE, 10 FEET NORTHEAST OF ANOTHER
 BC2432'LARGE OAK TREE, AND 128 FEET EAST-NORTHEAST OF BENCH MARK 0007 D
 BC2432'1977.  THE MARK IS LOCATED AT ROSE BLUFF ON THE SOUTH SIDE OF BELLS
 BC2432'RIVER, 0.5 FOOT NORTHWEST OF A WITNESS POST.
 BC2432
 BC2432                          STATION RECOVERY (2004)
 BC2432
 BC2432'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2432'THE MARK IS ABOUT 6.9 MI (11.1 KM) NORTHWEST OF ONEIL, IN SECTION 43,
 BC2432'TOWNSHIP 3 NORTH, RANGE 27 EAST.
 BC2432'
 BC2432'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A (STATE ROAD
 BC2432'200), SCOTT ROAD AND COUNTY ROAD 107 IN ONEIL, GO NORTHWEST ON STATE
 BC2432'ROAD A1A FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF AMELIA CONCOURSE AND
 BC2432'CHESTER ROAD.  TURN RIGHT ON CHESTER ROAD AND GO NORTH FOR 3.35 MI
 BC2432'(5.4 KM) TO THE JUNCTION OF ROSES BLUFF ROAD ON THE LEFT.  TURN LEFT
 BC2432'ON ROSES BLUFF ROAD AND GO NORTHWEST FOR 1.75 MI (2.8 KM) TO THE END
 BC2432'OF THE PAVEMENT.  CONTINUE NORTHWEST ON THE SAND ROAD FOR 1.35 MI (2.2
 BC2432'KM) TO THE END OF THE ROAD AT THE RIVER BLUFF PROPERTY GATE.  TURN
 BC2432'LEFT ON THE PRIVATE SAND DRIVE JUST BEFORE THE GATE AND FOLLOW THE
 BC2432'MEANDERING DRIVE NORTHWESTERLY FOR 0.35 MI (0.6 KM) TO THE RESIDENCES
 BC2432'OF STUART AND JOHN DAVIS AND THE MARK ON THE RIGHT, ABOUT 515.0 FT
 BC2432'(157.0 M) EAST OF THE LOWER (WEST) END OF A GRASS DRIVE THAT RUNS FROM
 BC2432'THE TOP OF THE BLUFF TO THE BASE OF THE BLUFF ALONG THE BELLS RIVER, A
 BC2432'DISK CRIMPED TO A ROD DRIVEN INTO THE GROUND ENCASED IN A PVC PIPE
 BC2432'INSIDE OF A CONCRETE KICKBLOCK PROJECTING 0.2 FT (6 CM) ABOVE THE
 BC2432'LEVEL OF THE GROUND.
 BC2432'
 BC2432'LOCATED 180.0 FT (54.9 M) SOUTHEAST OF TIDAL BENCH MARK 0007 B 1977,
 BC2432'128.0 FT (39.0 M) EAST-NORTHEAST OF TIDAL BENCH MARK 0007 D 1977, 28.0
 BC2432'FT (8.5 M) SOUTHWEST OF THE SOUTH EDGE OF THE MARSH AT THE SOUTH SIDE
 BC2432'OF THE BELLS RIVER, 18.0 FT (5.5 M) EAST-NORTHEAST OF THE CENTER OF
 BC2432'THE GRASS DRIVE, 11.0 FT (3.4 M) WEST OF A 19-INCH (48 CM) OAK TREE,
 BC2432'9.0 FT (2.7 M) EAST OF AN 18-INCH (46 CM) OAK TREE, 6.4 FT (2.0 M)
 BC2432'NORTHWEST OF AN 18-INCH (46 CM) OAK TREE AND 0.5 FT (15 CM) NORTH OF A
 BC2432'METAL WITNESS POST.
 BC2432'
 BC2432'NOTE A MAGNET IS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2431 ***********************************************************************
 BC2431  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2431  DESIGNATION -  872 0007 D TIDAL
 BC2431  PID         -  BC2431
 BC2431  STATE/COUNTY-  FL/NASSAU
 BC2431  COUNTRY     -  US
 BC2431  USGS QUAD   -  SAINT MARYS (2017)
 BC2431
 BC2431                         *CURRENT SURVEY CONTROL
 BC2431  ______________________________________________________________________
 BC2431* NAD 83(1986) POSITION- 30 42 10.     (N) 081 34 32.     (W)   SCALED
 BC2431* NAVD 88 ORTHO HEIGHT -     5.310 (meters)       17.42  (feet) ADJUSTED
 BC2431  ______________________________________________________________________
 BC2431  GEOID HEIGHT    -        -28.453 (meters)                     GEOID18
 BC2431  DYNAMIC HEIGHT  -          5.303 (meters)       17.40  (feet) COMP
 BC2431  MODELED GRAVITY -    979,393.0   (mgal)                       NAVD 88
 BC2431
 BC2431  VERT ORDER      -  SECOND    CLASS I
 BC2431
 BC2431.The horizontal coordinates were scaled from a map and have
 BC2431.an estimated accuracy of +/- 6 seconds.
 BC2431
 BC2431.The orthometric height was determined by differential leveling and
 BC2431.adjusted by the NATIONAL GEODETIC SURVEY
 BC2431.in June 1991.
 BC2431
 BC2431.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2431.GEOID18 height accuracy estimate available here.
 BC2431
 BC2431.This Tidal Bench Mark is designated as VM 4980
 BC2431.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2431
 BC2431.Click photographs - Photos may exist for this station.
 BC2431
 BC2431.The dynamic height is computed by dividing the NAVD 88
 BC2431.geopotential number by the normal gravity value computed on the
 BC2431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2431.degrees latitude (g = 980.6199 gals.).
 BC2431
 BC2431.The modeled gravity was interpolated from observed gravity values.
 BC2431
 BC2431;                    North         East    Units  Estimated Accuracy
 BC2431;SPC FL E     -   705,910.      144,870.      MT  (+/- 180 meters Scaled)
 BC2431
 BC2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP448968(NAD 83)
 BC2431
 BC2431                          SUPERSEDED SURVEY CONTROL
 BC2431
 BC2431  NGVD 29 (09/01/92)    5.651  (m)           18.54   (f) ADJUSTED    2 1
 BC2431
 BC2431.Superseded values are not recommended for survey control.
 BC2431
 BC2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2431.See file dsdata.pdf to determine how the superseded data were derived.
 BC2431
 BC2431_MARKER: DD = SURVEY DISK
 BC2431_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2431_STAMPING: 0007 D 1977
 BC2431_MARK LOGO: NOS
 BC2431_PROJECTION: PROJECTING 3 CENTIMETERS
 BC2431_MAGNETIC: I = MARKER IS A STEEL ROD
 BC2431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2431+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 BC2431_ROD/PIPE-DEPTH: 12.2 meters
 BC2431
 BC2431  HISTORY     - Date     Condition        Report By
 BC2431  HISTORY     - 1977     MONUMENTED       NOS
 BC2431  HISTORY     - 1985     GOOD             FLDNR
 BC2431  HISTORY     - 20040415 GOOD             FLDEP
 BC2431
 BC2431                          STATION DESCRIPTION
 BC2431
 BC2431'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2431'10.2 MI NORTH FROM YULEE.
 BC2431'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A IN
 BC2431'YULEE, FLORIDA, GO 3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF
 BC2431'CRANDALL ROAD, GO 2.8 MILES NORTHEASTERLY ON CRANDALL ROAD TO THE
 BC2431'JUNCTION OF THE RAYONIER TIMBER ROAD 8, GO 0.1 MILE SOUTHEAST ON ROAD
 BC2431'8 TO THE FORK TO TIMBER ROAD 6, BEAR LEFT AND GO 3.3 MILES EASTERLY
 BC2431'ALONG ROAD 6 TO A FENCE GATE AT THE PROPERTY OF MRS. STUART DAVIS,
 BC2431'GO EASTERLY 0.05 MILE ALONG SAME ROAD TO A FORK, BEAR LEFT AND GO
 BC2431'NORTH AND EASTERLY 0.25 MILE TO THE MARK.  THE MARK BEARS 15 FEET
 BC2431'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE DRIVE LEADING TO THE BASE OF
 BC2431'THE BLUFF, 14.4 FEET EAST-NORTHEAST OF A CEDAR TREE, AND 202 FEET
 BC2431'EAST OF BENCH MARK 0007 E 1977.  THE MARK IS LOCATED AT ROSE BLUFF ON
 BC2431'THE SOUTH SIDE OF BELLS RIVER, 0.5 FOOT NORTH OF A WITNESS POST.
 BC2431
 BC2431                          STATION RECOVERY (2004)
 BC2431
 BC2431'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2431'THE MARK IS ABOUT 6.9 MI (11.1 KM) NORTHWEST OF ONEIL, IN SECTION 43,
 BC2431'TOWNSHIP 3 NORTH, RANGE 27 EAST.
 BC2431'
 BC2431'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A (STATE ROAD
 BC2431'200), SCOTT ROAD AND COUNTY ROAD 107 IN ONEIL, GO NORTHWEST ON STATE
 BC2431'ROAD A1A FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF AMELIA CONCOURSE AND
 BC2431'CHESTER ROAD.  TURN RIGHT ON CHESTER ROAD AND GO NORTH FOR 3.35 MI
 BC2431'(5.4 KM) TO THE JUNCTION OF ROSES BLUFF ROAD ON THE LEFT.  TURN LEFT
 BC2431'ON ROSES BLUFF ROAD AND GO NORTHWEST FOR 1.75 MI (2.8 KM) TO THE END
 BC2431'OF THE PAVEMENT.  CONTINUE NORTHWEST ON THE SAND ROAD FOR 1.35 MI (2.2
 BC2431'KM) TO THE END OF THE ROAD AT THE RIVER BLUFF PROPERTY GATE.  TURN
 BC2431'LEFT ON THE PRIVATE SAND DRIVE JUST BEFORE THE GATE AND FOLLOW THE
 BC2431'MEANDERING DRIVE NORTHWESTERLY FOR 0.35 MI (0.6 KM) TO THE RESIDENCES
 BC2431'OF STUART AND JOHN DAVIS AND THE MARK ON THE RIGHT, ABOUT 250.0 FT
 BC2431'(76.2 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE DECK OF THE
 BC2431'EASTERNMOST OF THE TWO RESIDENCES ON THE PROPERTY, THE RESIDENCE OF
 BC2431'JOHN DAVIS ON THE SOUTH SIDE OF THE GRASS DRIVE THAT RUNS FROM THE TOP
 BC2431'OF THE BLUFF TO THE BASE OF THE BLUFF ALONG THE BELLS RIVER, A DISK
 BC2431'CRIMPED TO A ROD DRIVEN INTO THE GROUND ENCASED IN A PVC PIPE INSIDE
 BC2431'OF A CONCRETE KICKBLOCK PROJECTING 0.1 FT (0.0 M) ABOVE THE LEVEL OF
 BC2431'THE GROUND.
 BC2431'
 BC2431'LOCATED 202.0 FT (61.6 M) EAST OF TIDAL BENCH MARK 0007 E 1977, 128.0
 BC2431'FT (39.0 M) WEST-SOUTHWEST TIDAL BENCH MARK 0007 C 1977, 15.5 FT (4.7
 BC2431'M) SOUTH-SOUTHWEST OF THE CENTER OF THE GRASS DRIVE, 14.4 FT (4.4 M)
 BC2431'EAST-NORTHEAST OF A 9-INCH (23 CM) CEDAR TREE, 10.7 FT (3.3 M)
 BC2431'WEST-NORTHWEST OF A 13-INCH (33 CM) OAK TREE AND 0.5 FT (15 CM) NORTH
 BC2431'OF A METAL WITNESS POST.
 BC2431'
 BC2431'NOTE A MAGNET IS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2430 ***********************************************************************
 BC2430  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2430  DESIGNATION -  872 0007 E TIDAL
 BC2430  PID         -  BC2430
 BC2430  STATE/COUNTY-  FL/NASSAU
 BC2430  COUNTRY     -  US
 BC2430  USGS QUAD   -  SAINT MARYS (2017)
 BC2430
 BC2430                         *CURRENT SURVEY CONTROL
 BC2430  ______________________________________________________________________
 BC2430* NAD 83(1986) POSITION- 30 42 10.     (N) 081 34 34.     (W)   SCALED
 BC2430* NAVD 88 ORTHO HEIGHT -     7.868 (meters)       25.81  (feet) ADJUSTED
 BC2430  ______________________________________________________________________
 BC2430  GEOID HEIGHT    -        -28.453 (meters)                     GEOID18
 BC2430  DYNAMIC HEIGHT  -          7.858 (meters)       25.78  (feet) COMP
 BC2430  MODELED GRAVITY -    979,393.0   (mgal)                       NAVD 88
 BC2430
 BC2430  VERT ORDER      -  SECOND    CLASS I
 BC2430
 BC2430.The horizontal coordinates were scaled from a map and have
 BC2430.an estimated accuracy of +/- 6 seconds.
 BC2430
 BC2430.The orthometric height was determined by differential leveling and
 BC2430.adjusted by the NATIONAL GEODETIC SURVEY
 BC2430.in June 1991.
 BC2430
 BC2430.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2430.GEOID18 height accuracy estimate available here.
 BC2430
 BC2430.This Tidal Bench Mark is designated as VM 4981
 BC2430.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2430
 BC2430.Click photographs - Photos may exist for this station.
 BC2430
 BC2430.The dynamic height is computed by dividing the NAVD 88
 BC2430.geopotential number by the normal gravity value computed on the
 BC2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2430.degrees latitude (g = 980.6199 gals.).
 BC2430
 BC2430.The modeled gravity was interpolated from observed gravity values.
 BC2430
 BC2430;                    North         East    Units  Estimated Accuracy
 BC2430;SPC FL E     -   705,910.      144,810.      MT  (+/- 180 meters Scaled)
 BC2430
 BC2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP448968(NAD 83)
 BC2430
 BC2430                          SUPERSEDED SURVEY CONTROL
 BC2430
 BC2430  NGVD 29 (09/01/92)    8.209  (m)           26.93   (f) ADJUSTED    2 1
 BC2430
 BC2430.Superseded values are not recommended for survey control.
 BC2430
 BC2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2430.See file dsdata.pdf to determine how the superseded data were derived.
 BC2430
 BC2430_MARKER: DD = SURVEY DISK
 BC2430_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2430_STAMPING: 0007 E 1977
 BC2430_MARK LOGO: NOS
 BC2430_PROJECTION: PROJECTING 3 CENTIMETERS
 BC2430_MAGNETIC: I = MARKER IS A STEEL ROD
 BC2430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2430_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2430+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2004
 BC2430_ROD/PIPE-DEPTH: 12.2 meters
 BC2430
 BC2430  HISTORY     - Date     Condition        Report By
 BC2430  HISTORY     - 1977     MONUMENTED       NOS
 BC2430  HISTORY     - 1985     GOOD             FLDNR
 BC2430  HISTORY     - 20040415 GOOD             FLDEP
 BC2430
 BC2430                          STATION DESCRIPTION
 BC2430
 BC2430'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2430'10.2 MI NORTH FROM YULEE.
 BC2430'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A IN
 BC2430'YULEE, FLORIDA, GO 3.7 MILES NORTHWEST ON U.S. 17 TO THE JUNCTION OF
 BC2430'CRANDALL ROAD, GO 2.8 MILES NORTHEASTERLY ON CRANDALL ROAD TO THE
 BC2430'JUNCTION OF THE RAYONIER TIMBER ROAD 8, GO 0.1 MILE SOUTHEAST ON ROAD
 BC2430'8 TO THE FORK TO TIMBER ROAD 6, BEAR LEFT AND GO 3.3 MILES EASTERLY
 BC2430'ALONG ROAD 6 TO A FENCE GATE AT THE PROPERTY OF MRS. STUART DAVIS,
 BC2430'GO EASTERLY 0.05 MILE ALONG SAME ROAD TO A FORK, BEAR LEFT AND GO
 BC2430'NORTH AND EASTERLY 0.25 MILE TO THE MARK.  THE MARK BEARS 77 FEET
 BC2430'SOUTH OF THE TOP EDGE OF THE BLUFF, 31 FEET EAST-SOUTHEAST OF THE
 BC2430'JUNCTION OF AN ERODED DRIVE LEADING NORTH DOWN THE BLUFF AND A DRIVE
 BC2430'LEADING EAST TO THE BASE OF THE BLUFF, 12 FEET SOUTH OF THE
 BC2430'CENTERLINE OF THE ROAD, AND 5 FEET EAST-NORTHEAST OF A TWIN-TRUNK OAK
 BC2430'TREE.  THE MARK IS LOCATED AT ROSE BLUFF ON THE SOUTH SIDE OF BELLS
 BC2430'RIVER, 0.5 FOOT NORTH OF A WITNESS POST.
 BC2430
 BC2430                          STATION RECOVERY (2004)
 BC2430
 BC2430'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2430'THE MARK IS ABOUT 6.9 MI (11.1 KM) NORTHWEST OF ONEIL, IN SECTION 43,
 BC2430'TOWNSHIP 3 NORTH, RANGE 27 EAST.
 BC2430'
 BC2430'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A (STATE ROAD
 BC2430'200), SCOTT ROAD AND COUNTY ROAD 107 IN ONEIL, GO NORTHWEST ON STATE
 BC2430'ROAD A1A FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF AMELIA CONCOURSE AND
 BC2430'CHESTER ROAD.  TURN RIGHT ON CHESTER ROAD AND GO NORTH FOR 3.35 MI
 BC2430'(5.4 KM) TO THE JUNCTION OF ROSES BLUFF ROAD ON THE LEFT.  TURN LEFT
 BC2430'ON ROSES BLUFF ROAD AND GO NORTHWEST FOR 1.75 MI (2.8 KM) TO THE END
 BC2430'OF THE PAVEMENT.  CONTINUE NORTHWEST ON THE SAND ROAD FOR 1.35 MI (2.2
 BC2430'KM) TO THE END OF THE ROAD AT THE RIVER BLUFF PROPERTY GATE.  TURN
 BC2430'LEFT ON THE PRIVATE SAND DRIVE JUST BEFORE THE GATE AND FOLLOW THE
 BC2430'MEANDERING DRIVE NORTHWESTERLY FOR 0.35 MI (0.6 KM) TO THE RESIDENCES
 BC2430'OF STUART AND JOHN DAVIS AND THE MARK ON THE RIGHT, ABOUT 48.0 FT
 BC2430'(14.6 M) NORTHEAST OF THE NORTHEAST CORNER OF THE DECK OF THE
 BC2430'EASTERNMOST OF THE TWO RESIDENCES ON THE PROPERTY, THE RESIDENCE OF
 BC2430'JOHN DAVIS ON THE SOUTH SIDE OF THE GRASS DRIVE THAT RUNS FROM THE TOP
 BC2430'OF THE BLUFF TO THE BASE OF THE BLUFF ALONG THE BELLS RIVER, A DISK
 BC2430'CRIMPED TO A ROD DRIVEN INTO THE GROUND ENCASED IN A PVC PIPE INSIDE
 BC2430'OF A CONCRETE KICKBLOCK PROJECTING 0.1 FT (0.0 M) ABOVE THE LEVEL OF
 BC2430'THE GROUND.
 BC2430'
 BC2430'LOCATED 202.0 FT (61.6 M) WEST OF TIDAL BENCH MARK 0007 D 1977, 67.4
 BC2430'FT (20.5 M) EAST-NORTHEAST OF THE NORTHWEST CORNER POST FOR A DECK AT
 BC2430'THE ONE STORY ELEVATED RESIDENCE OF JOHN DAVIS, 48.0 FT (14.6 M)
 BC2430'NORTHEAST OF THE NORTHEAST CORNER POST FOR THE DECK, 4.5 FT (1.4 M)
 BC2430'EAST-NORTHEAST OF A TWIN OAK TREE, 3.6 FT (1.1 M) NORTH OF AN OAK TREE
 BC2430'AND 0.7 FT (21 CM) NORTH OF A METAL WITNESS POST.
 BC2430'
 BC2430'NOTE A MAGNET IS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2465 ***********************************************************************
 BC2465  DESIGNATION -  872 0009 A TIDAL
 BC2465  PID         -  BC2465
 BC2465  STATE/COUNTY-  FL/NASSAU
 BC2465  COUNTRY     -  US
 BC2465  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC2465
 BC2465                         *CURRENT SURVEY CONTROL
 BC2465  ______________________________________________________________________
 BC2465* NAD 83(1986) POSITION- 30 41 51.     (N) 081 27 37.     (W)   SCALED
 BC2465* NAVD 88 ORTHO HEIGHT -     2.416 (meters)        7.93  (feet) ADJUSTED
 BC2465  ______________________________________________________________________
 BC2465  GEOID HEIGHT    -        -28.502 (meters)                     GEOID18
 BC2465  DYNAMIC HEIGHT  -          2.413 (meters)        7.92  (feet) COMP
 BC2465  MODELED GRAVITY -    979,396.5   (mgal)                       NAVD 88
 BC2465
 BC2465  VERT ORDER      -  SECOND    CLASS I
 BC2465
 BC2465.The horizontal coordinates were scaled from a map and have
 BC2465.an estimated accuracy of +/- 6 seconds.
 BC2465
 BC2465.The orthometric height was determined by differential leveling and
 BC2465.adjusted by the NATIONAL GEODETIC SURVEY
 BC2465.in June 1991.
 BC2465
 BC2465.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2465.GEOID18 height accuracy estimate available here.
 BC2465
 BC2465.Click photographs - Photos may exist for this station.
 BC2465
 BC2465.The dynamic height is computed by dividing the NAVD 88
 BC2465.geopotential number by the normal gravity value computed on the
 BC2465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2465.degrees latitude (g = 980.6199 gals.).
 BC2465
 BC2465.The modeled gravity was interpolated from observed gravity values.
 BC2465
 BC2465;                    North         East    Units  Estimated Accuracy
 BC2465;SPC FL E     -   705,280.      155,910.      MT  (+/- 180 meters Scaled)
 BC2465
 BC2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP559961(NAD 83)
 BC2465
 BC2465                          SUPERSEDED SURVEY CONTROL
 BC2465
 BC2465  NGVD 29 (09/01/92)    2.765  (m)            9.07   (f) ADJUSTED    2 1
 BC2465
 BC2465.Superseded values are not recommended for survey control.
 BC2465
 BC2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2465.See file dsdata.pdf to determine how the superseded data were derived.
 BC2465
 BC2465_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BC2465_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2465_STAMPING: 0009 A 1982
 BC2465_MARK LOGO: LOCSUR
 BC2465_PROJECTION: PROJECTING 8 CENTIMETERS
 BC2465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2465_ROD/PIPE-DEPTH: 20.1 meters
 BC2465
 BC2465  HISTORY     - Date     Condition        Report By
 BC2465  HISTORY     - 1982     MONUMENTED       LOCSUR
 BC2465  HISTORY     - 1985     GOOD             FLDNR
 BC2465
 BC2465                          STATION DESCRIPTION
 BC2465
 BC2465'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2465'2.35 MI NORTH FROM FERNANDINA BEACH.
 BC2465'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND 14TH STREET, GO 2.2
 BC2465'MILES NORTHWEST ON 14TH STREET TO ITS END AT THE NASSAU FERTILIZER
 BC2465'AND OIL COMPANY, GO 0.15 MILE NORTH ALONG THE EAST BANK OF THE AMELIA
 BC2465'RIVER TO THE NORTH BOUNDARY OF THE PLANT AND THE MARK VICINITY.  THE
 BC2465'MARK IS ABOUT 1000 FEET NORTH OF THE PLANT BOUNDARY, 220 FEET SOUTH
 BC2465'ALONG THE SHORELINE FROM A PROMONTORY, 55 FEET EAST OF THE
 BC2465'APPROXIMATE HIGH WATER LINE, 11 FEET NORTHEAST OF A 12-INCH DIAMETER
 BC2465'TWIN-TRUNK HICKORY TREE, AND 9 FEET SOUTH OF AN 18-INCH DIAMETER
 BC2465'TRI-TRUNK OAK TREE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2464 ***********************************************************************
 BC2464  DESIGNATION -  872 0009 B TIDAL
 BC2464  PID         -  BC2464
 BC2464  STATE/COUNTY-  FL/NASSAU
 BC2464  COUNTRY     -  US
 BC2464  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC2464
 BC2464                         *CURRENT SURVEY CONTROL
 BC2464  ______________________________________________________________________
 BC2464* NAD 83(1986) POSITION- 30 41 48.5    (N) 081 27 35.8    (W)   HD_HELD2
 BC2464* NAVD 88 ORTHO HEIGHT -     2.211 (meters)        7.25  (feet) ADJUSTED
 BC2464  ______________________________________________________________________
 BC2464  GEOID HEIGHT    -        -28.502 (meters)                     GEOID18
 BC2464  DYNAMIC HEIGHT  -          2.208 (meters)        7.24  (feet) COMP
 BC2464  MODELED GRAVITY -    979,396.5   (mgal)                       NAVD 88
 BC2464
 BC2464  VERT ORDER      -  SECOND    CLASS I
 BC2464
 BC2464.The horizontal coordinates were established by autonomous hand held GPS
 BC2464.observations and have an estimated accuracy of +/- 10 meters.
 BC2464
 BC2464.The orthometric height was determined by differential leveling and
 BC2464.adjusted by the NATIONAL GEODETIC SURVEY
 BC2464.in June 1991.
 BC2464
 BC2464.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2464.GEOID18 height accuracy estimate available here.
 BC2464
 BC2464.Click photographs - Photos may exist for this station.
 BC2464
 BC2464.The dynamic height is computed by dividing the NAVD 88
 BC2464.geopotential number by the normal gravity value computed on the
 BC2464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2464.degrees latitude (g = 980.6199 gals.).
 BC2464
 BC2464.The modeled gravity was interpolated from observed gravity values.
 BC2464
 BC2464;                    North         East    Units  Estimated Accuracy
 BC2464;SPC FL E     -   705,200.      155,937.      MT  (+/- 10 meters HH2 GPS)
 BC2464
 BC2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5595296091(NAD 83)
 BC2464
 BC2464                          SUPERSEDED SURVEY CONTROL
 BC2464
 BC2464  NGVD 29 (09/01/92)    2.559  (m)            8.40   (f) ADJUSTED    2 1
 BC2464
 BC2464.Superseded values are not recommended for survey control.
 BC2464
 BC2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2464.See file dsdata.pdf to determine how the superseded data were derived.
 BC2464
 BC2464_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BC2464_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2464_STAMPING: 0009 B 1982
 BC2464_MARK LOGO: LOCSUR
 BC2464_PROJECTION: PROJECTING 8 CENTIMETERS
 BC2464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2464_ROD/PIPE-DEPTH: 18.3 meters
 BC2464
 BC2464  HISTORY     - Date     Condition        Report By
 BC2464  HISTORY     - 1982     MONUMENTED       LOCSUR
 BC2464  HISTORY     - 1985     GOOD             FLDNR
 BC2464
 BC2464                          STATION DESCRIPTION
 BC2464
 BC2464'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2464'2.35 MI NORTH FROM FERNANDINA BEACH.
 BC2464'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND 14TH STREET, GO 2.2
 BC2464'MILES NORTHWEST ON 14TH STREET TO ITS END AT THE NASSAU FERTILIZER
 BC2464'AND OIL COMPANY, GO 0.15 MILE NORTH ALONG THE EAST BANK OF THE AMELIA
 BC2464'RIVER TO THE NORTH BOUNDARY OF THE PLANT AND THE MARK VICINITY.  THE
 BC2464'MARK IS ABOUT 560 FEET NORTH OF THE PLANT BOUNDARY, 632 FEET SOUTH OF
 BC2464'A PROMONTORY, 412 FEET SOUTH OF BENCH MARK 0009 A 1982, 34 FEET EAST
 BC2464'OF THE APPROXIMATE HIGH WATER LINE OF THE RIVER, 23 FEET EAST OF A
 BC2464'12-INCH DIAMETER OAK TREE LEANING OVER THE SHORELINE, AND 20.7 FEET
 BC2464'SOUTH OF ANOTHER 12-INCH DIAMETER OAK TREE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2463 ***********************************************************************
 BC2463  DESIGNATION -  872 0009 C TIDAL
 BC2463  PID         -  BC2463
 BC2463  STATE/COUNTY-  FL/NASSAU
 BC2463  COUNTRY     -  US
 BC2463  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC2463
 BC2463                         *CURRENT SURVEY CONTROL
 BC2463  ______________________________________________________________________
 BC2463* NAD 83(1986) POSITION- 30 41 45.     (N) 081 27 35.     (W)   SCALED
 BC2463* NAVD 88 ORTHO HEIGHT -     1.993 (meters)        6.54  (feet) ADJUSTED
 BC2463  ______________________________________________________________________
 BC2463  GEOID HEIGHT    -        -28.502 (meters)                     GEOID18
 BC2463  DYNAMIC HEIGHT  -          1.991 (meters)        6.53  (feet) COMP
 BC2463  MODELED GRAVITY -    979,396.4   (mgal)                       NAVD 88
 BC2463
 BC2463  VERT ORDER      -  SECOND    CLASS I
 BC2463
 BC2463.The horizontal coordinates were scaled from a map and have
 BC2463.an estimated accuracy of +/- 6 seconds.
 BC2463
 BC2463.The orthometric height was determined by differential leveling and
 BC2463.adjusted by the NATIONAL GEODETIC SURVEY
 BC2463.in June 1991.
 BC2463
 BC2463.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2463.GEOID18 height accuracy estimate available here.
 BC2463
 BC2463.Click photographs - Photos may exist for this station.
 BC2463
 BC2463.The dynamic height is computed by dividing the NAVD 88
 BC2463.geopotential number by the normal gravity value computed on the
 BC2463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2463.degrees latitude (g = 980.6199 gals.).
 BC2463
 BC2463.The modeled gravity was interpolated from observed gravity values.
 BC2463
 BC2463;                    North         East    Units  Estimated Accuracy
 BC2463;SPC FL E     -   705,090.      155,960.      MT  (+/- 180 meters Scaled)
 BC2463
 BC2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP559959(NAD 83)
 BC2463
 BC2463                          SUPERSEDED SURVEY CONTROL
 BC2463
 BC2463  NGVD 29 (09/01/92)    2.342  (m)            7.68   (f) ADJUSTED    2 1
 BC2463
 BC2463.Superseded values are not recommended for survey control.
 BC2463
 BC2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2463.See file dsdata.pdf to determine how the superseded data were derived.
 BC2463
 BC2463_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BC2463_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2463_STAMPING: 0009 C 1982
 BC2463_MARK LOGO: LOCSUR
 BC2463_PROJECTION: PROJECTING 8 CENTIMETERS
 BC2463_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2463_ROD/PIPE-DEPTH: 19.8 meters
 BC2463
 BC2463  HISTORY     - Date     Condition        Report By
 BC2463  HISTORY     - 1982     MONUMENTED       LOCSUR
 BC2463  HISTORY     - 1985     GOOD             FLDNR
 BC2463
 BC2463                          STATION DESCRIPTION
 BC2463
 BC2463'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2463'2.35 MI NORTH FROM FERNANDINA BEACH.
 BC2463'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND 14TH STREET, GO 2.2
 BC2463'MILES NORTHWEST ON 14TH STREET TO ITS END AT THE NASSAU FERTILIZER
 BC2463'AND OIL COMPANY, GO 0.15 MILE NORTH ALONG THE EAST BANK OF THE AMELIA
 BC2463'RIVER TO THE NORTH BOUNDARY OF THE PLANT AND THE MARK VICINITY.  THE
 BC2463'MARK IS ABOUT 225 FEET NORTH OF THE PLANT BOUNDARY, 335 FEET SOUTH OF
 BC2463'BENCH MARK 0009 B 1982, 32 FEET EAST OF THE APPROXIMATE HIGH WATER
 BC2463'LINE OF THE RIVER, 8 FEET WEST OF A 9-INCH DIAMETER TWIN-TRUNKED OAK
 BC2463'TREE, AND 1.8 FEET SOUTH OF AN 8-INCH BY 6-INCH CREOSOTE WITNESS
 BC2463'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2462 ***********************************************************************
 BC2462  DESIGNATION -  872 0009 D TIDAL
 BC2462  PID         -  BC2462
 BC2462  STATE/COUNTY-  FL/NASSAU
 BC2462  COUNTRY     -  US
 BC2462  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC2462
 BC2462                         *CURRENT SURVEY CONTROL
 BC2462  ______________________________________________________________________
 BC2462* NAD 83(1986) POSITION- 30 41 42.     (N) 081 27 34.     (W)   SCALED
 BC2462* NAVD 88 ORTHO HEIGHT -     1.987 (meters)        6.52  (feet) ADJUSTED
 BC2462  ______________________________________________________________________
 BC2462  GEOID HEIGHT    -        -28.502 (meters)                     GEOID18
 BC2462  DYNAMIC HEIGHT  -          1.984 (meters)        6.51  (feet) COMP
 BC2462  MODELED GRAVITY -    979,396.3   (mgal)                       NAVD 88
 BC2462
 BC2462  VERT ORDER      -  SECOND    CLASS I
 BC2462
 BC2462.The horizontal coordinates were scaled from a map and have
 BC2462.an estimated accuracy of +/- 6 seconds.
 BC2462
 BC2462.The orthometric height was determined by differential leveling and
 BC2462.adjusted by the NATIONAL GEODETIC SURVEY
 BC2462.in June 1991.
 BC2462
 BC2462.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2462.GEOID18 height accuracy estimate available here.
 BC2462
 BC2462.Click photographs - Photos may exist for this station.
 BC2462
 BC2462.The dynamic height is computed by dividing the NAVD 88
 BC2462.geopotential number by the normal gravity value computed on the
 BC2462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2462.degrees latitude (g = 980.6199 gals.).
 BC2462
 BC2462.The modeled gravity was interpolated from observed gravity values.
 BC2462
 BC2462;                    North         East    Units  Estimated Accuracy
 BC2462;SPC FL E     -   705,000.      155,980.      MT  (+/- 180 meters Scaled)
 BC2462
 BC2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP559958(NAD 83)
 BC2462
 BC2462                          SUPERSEDED SURVEY CONTROL
 BC2462
 BC2462  NGVD 29 (09/01/92)    2.335  (m)            7.66   (f) ADJUSTED    2 1
 BC2462
 BC2462.Superseded values are not recommended for survey control.
 BC2462
 BC2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2462.See file dsdata.pdf to determine how the superseded data were derived.
 BC2462
 BC2462_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BC2462_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2462_STAMPING: 0009 D 1982
 BC2462_MARK LOGO: LOCSUR
 BC2462_PROJECTION: PROJECTING 8 CENTIMETERS
 BC2462_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2462_ROD/PIPE-DEPTH: 25.6 meters
 BC2462
 BC2462  HISTORY     - Date     Condition        Report By
 BC2462  HISTORY     - 1982     MONUMENTED       LOCSUR
 BC2462  HISTORY     - 1985     GOOD             FLDNR
 BC2462
 BC2462                          STATION DESCRIPTION
 BC2462
 BC2462'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2462'2.35 MI NORTH FROM FERNANDINA BEACH.
 BC2462'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND 14TH STREET, GO 2.2
 BC2462'MILES NORTHWEST ON 14TH STREET TO ITS END AT THE NASSAU FERTILIZER
 BC2462'AND OIL COMPANY, GO 0.15 MILE NORTH ALONG THE EAST BANK OF THE AMELIA
 BC2462'RIVER TO THE NORTH BOUNDARY OF THE PLANT AND THE MARK VICINITY.  THE
 BC2462'MARK BEARS 8 FEET NORTH OF THE BOUNDARY FENCE, 142 FEET NORTH OF THE
 BC2462'NORTHWEST CORNER OF A 12-FOOT DIAMETER STEEL TANK, 51 FEET EAST OF
 BC2462'THE APPROXIMATE HIGH WATER LINE OF THE RIVER, AND 217 FEET SOUTH OF
 BC2462'BENCH MARK 0009 C 1982.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9239 ***********************************************************************
 DR9239  DESIGNATION -  872 0009 E
 DR9239  PID         -  DR9239
 DR9239  STATE/COUNTY-  FL/NASSAU
 DR9239  COUNTRY     -  US
 DR9239  USGS QUAD   -  FERNANDINA BEACH (2018)
 DR9239
 DR9239                         *CURRENT SURVEY CONTROL
 DR9239  ______________________________________________________________________
 DR9239* NAD 83(1986) POSITION- 30 41 44.76   (N) 081 27 35.14   (W)   HD_HELD1
 DR9239* NAVD 88 ORTHO HEIGHT -     2.049 (meters)        6.72  (feet) ADJUSTED
 DR9239  ______________________________________________________________________
 DR9239  GEOID HEIGHT    -        -28.502 (meters)                     GEOID18
 DR9239  DYNAMIC HEIGHT  -          2.047 (meters)        6.72  (feet) COMP
 DR9239  MODELED GRAVITY -    979,396.3   (mgal)                       NAVD 88
 DR9239
 DR9239  VERT ORDER      -  SECOND    CLASS I
 DR9239
 DR9239.The horizontal coordinates were determined by differentially corrected
 DR9239.hand held GPS observations or other comparable positioning techniques
 DR9239.and have an estimated accuracy of +/- 3 meters.
 DR9239
 DR9239.The orthometric height was determined by differential leveling and
 DR9239.adjusted by the NATIONAL GEODETIC SURVEY
 DR9239.in December 2023.
 DR9239
 DR9239.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9239.GEOID18 height accuracy estimate available here.
 DR9239
 DR9239.Click photographs - Photos may exist for this station.
 DR9239
 DR9239.The dynamic height is computed by dividing the NAVD 88
 DR9239.geopotential number by the normal gravity value computed on the
 DR9239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9239.degrees latitude (g = 980.6199 gals.).
 DR9239
 DR9239.The modeled gravity was interpolated from observed gravity values.
 DR9239
 DR9239;                    North         East    Units  Estimated Accuracy
 DR9239;SPC FL E     -   705,084.8     155,954.4     MT  (+/- 3 meters HH1 GPS) 
 DR9239
 DR9239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5596995976(NAD 83)
 DR9239
 DR9239                          SUPERSEDED SURVEY CONTROL
 DR9239
 DR9239.No superseded survey control is available for this station.
 DR9239
 DR9239_MARKER: F = FLANGE-ENCASED ROD
 DR9239_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9239_STAMPING: 0009 E 2023
 DR9239_MARK LOGO: FLDEP
 DR9239_PROJECTION: RECESSED 6 CENTIMETERS
 DR9239_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9239+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2023
 DR9239_ROD/PIPE-DEPTH: 19.1 meters
 DR9239
 DR9239  HISTORY     - Date     Condition        Report By
 DR9239  HISTORY     - 20230402 MONUMENTED       FLDEP
 DR9239
 DR9239                          STATION DESCRIPTION
 DR9239
 DR9239'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9239'THE MARK IS ABOUT 15.0 MI (24.1 KM) EAST-SOUTHEAST OF KINGSLAND, 13.3
 DR9239'MI (21.4 KM) SOUTHEAST OF HARRIETTS BLUFF AND 5.3 MI (8.5 KM)
 DR9239'EAST-SOUTHEAST OF SAINT MARY'S.
 DR9239'
 DR9239'TO REACH OF FROM THE OVERPASS OF THE INTERSECTION OF U.S. HIGHWAY A1A
 DR9239'(ATLANTIC AVENUE) AND NORTH 14TH STREET IN FERNANDINA BEACH, GO NORTH
 DR9239'ON NORTH 14TH STREET FOR 1.6 MI (2.6 KM) THE SOUTH END OF A BRIDGE
 DR9239'OVER EGAN'S CREEK.  CONTINUE NORTHWESTERLY NORTH ON 14TH STREET FOR
 DR9239'0.55 MI (0.88 KM) TO THE INTERSECTION OF POGY PLACE.  TURN RIGHT ON
 DR9239'POGY PLACE AND GO NORTH-NORTHWEST FOR 0.15 MI (0.24 KM) TO THE PARKING
 DR9239'LOT FOR FORT CLINCH STATE PARK BOAT RAMP.  TURN LEFT INTO THE PARKING
 DR9239'LOT AND GO WEST FOR 0.05 MI (0.08 KM) TO THE BOAT RAMP AND THE MARK ON
 DR9239'THE LEFT LOCATED ON THE SOUTH SIDE OF THE BOAT RAMP.  A STAINLESS
 DR9239'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 62.5 FT (19.1 M), RECESSED
 DR9239'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE BOAT
 DR9239'RAMP PARKING LOT.  THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW
 DR9239'THE LEVEL OF THE FLDEP LOGO CAP.
 DR9239'
 DR9239'LOCATED 90.0 FT (27.4 M) SOUTHWEST OF ALUMINUM LIGHT POLE NUMBER 11,
 DR9239'48.5 FT (14.8 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A LARGE
 DR9239'CONCRETE SLAB SUPPORTING A COVERED PAVILION, 48.3 FT (14.7 M)
 DR9239'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF FORT CLINCH BOAT
 DR9239'RAMP, 22.0 FT (6.7 M) NORTH OF SURVEY MARK BIG R AND 4.1 FT (1.2 M)
 DR9239'SOUTH-SOUTHWEST OF A METAL GUARD RAIL FOR A SIDEWALK ON THE SOUTH SIDE
 DR9239'OF THE BOAT RAMP.
 DR9239'
 DR9239'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DR9239'LOGO CAP.
 DR9239'
 DR9239'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9238 ***********************************************************************
 DR9238  DESIGNATION -  872 0009 F
 DR9238  PID         -  DR9238
 DR9238  STATE/COUNTY-  FL/NASSAU
 DR9238  COUNTRY     -  US
 DR9238  USGS QUAD   -  FERNANDINA BEACH (2018)
 DR9238
 DR9238                         *CURRENT SURVEY CONTROL
 DR9238  ______________________________________________________________________
 DR9238* NAD 83(1986) POSITION- 30 41 42.68   (N) 081 27 28.88   (W)   HD_HELD1
 DR9238* NAVD 88 ORTHO HEIGHT -     2.264 (meters)        7.43  (feet) ADJUSTED
 DR9238  ______________________________________________________________________
 DR9238  GEOID HEIGHT    -        -28.503 (meters)                     GEOID18
 DR9238  DYNAMIC HEIGHT  -          2.261 (meters)        7.42  (feet) COMP
 DR9238  MODELED GRAVITY -    979,396.4   (mgal)                       NAVD 88
 DR9238
 DR9238  VERT ORDER      -  SECOND    CLASS I
 DR9238
 DR9238.The horizontal coordinates were determined by differentially corrected
 DR9238.hand held GPS observations or other comparable positioning techniques
 DR9238.and have an estimated accuracy of +/- 3 meters.
 DR9238
 DR9238.The orthometric height was determined by differential leveling and
 DR9238.adjusted by the NATIONAL GEODETIC SURVEY
 DR9238.in December 2023.
 DR9238
 DR9238.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9238.GEOID18 height accuracy estimate available here.
 DR9238
 DR9238.Click photographs - Photos may exist for this station.
 DR9238
 DR9238.The dynamic height is computed by dividing the NAVD 88
 DR9238.geopotential number by the normal gravity value computed on the
 DR9238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9238.degrees latitude (g = 980.6199 gals.).
 DR9238
 DR9238.The modeled gravity was interpolated from observed gravity values.
 DR9238
 DR9238;                    North         East    Units  Estimated Accuracy
 DR9238;SPC FL E     -   705,020.1     156,120.8     MT  (+/- 3 meters HH1 GPS) 
 DR9238
 DR9238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5613595911(NAD 83)
 DR9238
 DR9238                          SUPERSEDED SURVEY CONTROL
 DR9238
 DR9238.No superseded survey control is available for this station.
 DR9238
 DR9238_MARKER: F = FLANGE-ENCASED ROD
 DR9238_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9238_STAMPING: 0009 F 2023
 DR9238_MARK LOGO: FLDEP
 DR9238_PROJECTION: RECESSED 6 CENTIMETERS
 DR9238_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9238+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2023
 DR9238_ROD/PIPE-DEPTH: 20.1 meters
 DR9238
 DR9238  HISTORY     - Date     Condition        Report By
 DR9238  HISTORY     - 20230402 MONUMENTED       FLDEP
 DR9238
 DR9238                          STATION DESCRIPTION
 DR9238
 DR9238'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9238'THE MARK IS ABOUT 15.6 MI (25.1 KM) EAST-SOUTHEAST OF KINGSLAND, 14.3
 DR9238'MI (23.0 KM) SOUTH-SOUTHEAST OF HARRIETTS BLUFF AND 5.8 MI (9.3 KM)
 DR9238'EAST-SOUTHEAST OF SAINT MARY'S.
 DR9238'
 DR9238'TO REACH OF FROM THE OVERPASS OF THE INTERSECTION OF U.S. HIGHWAY A1A
 DR9238'(ATLANTIC AVENUE) AND NORTH 14TH STREET IN FERNANDINA BEACH, GO NORTH
 DR9238'ON NORTH 14TH STREET FOR 1.6 MI (2.6 KM) THE SOUTH END OF A BRIDGE
 DR9238'OVER EGAN'S CREEK.  CONTINUE NORTHWESTERLY NORTH ON 14TH STREET FOR
 DR9238'0.55 MI (0.88 KM) TO THE INTERSECTION OF POGY PLACE.  TURN RIGHT ON
 DR9238'POGY PLACE AND GO NORTH-NORTHWEST FOR 0.05 MI (0.08 KM) TO A PAVED
 DR9238'BOAT TRAILER PARKING LOT FOR FORT CLINCH STATE PARK ON THE RIGHT AND
 DR9238'THE MARK ON THE RIGHT.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DR9238'DEPTH OF 66.0 FT (20.1 M), RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DR9238'THE GROUND AND 1.0 FT (0.3 M) BELOW POGY PLACE.  THE DATUM POINT IS
 DR9238'RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF THE FLDEP LOGO CAP.
 DR9238'
 DR9238'LOCATED 136.5 FT (41.6 M) EAST OF THE APPROXIMATE CENTERLINE OF POGY
 DR9238'PLACE, 89.5 FT (27.3 M) WEST OF AN ALUMINUM LIGHT POLE NUMBER 05, 60.5
 DR9238'EAST-NORTHEAST OF AN ALUMINUM LIGHT POLE, 14.2 FT (4.3 M) NORTH OF THE
 DR9238'NORTH EDGE OF THE BOAT TRAILER PARKING LOT AND 4.0 FT (1.2 M) SOUTH OF
 DR9238'A HOG WIRE FENCE.
 DR9238'
 DR9238'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DR9238'LOGO CAP.
 DR9238'
 DR9238'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9237 ***********************************************************************
 DR9237  DESIGNATION -  872 0009 G
 DR9237  PID         -  DR9237
 DR9237  STATE/COUNTY-  FL/NASSAU
 DR9237  COUNTRY     -  US
 DR9237  USGS QUAD   -  FERNANDINA BEACH (2018)
 DR9237
 DR9237                         *CURRENT SURVEY CONTROL
 DR9237  ______________________________________________________________________
 DR9237* NAD 83(1986) POSITION- 30 41 39.19   (N) 081 27 09.65   (W)   HD_HELD1
 DR9237* NAVD 88 ORTHO HEIGHT -     1.914 (meters)        6.28  (feet) ADJUSTED
 DR9237  ______________________________________________________________________
 DR9237  GEOID HEIGHT    -        -28.506 (meters)                     GEOID18
 DR9237  DYNAMIC HEIGHT  -          1.911 (meters)        6.27  (feet) COMP
 DR9237  MODELED GRAVITY -    979,396.4   (mgal)                       NAVD 88
 DR9237
 DR9237  VERT ORDER      -  SECOND    CLASS I
 DR9237
 DR9237.The horizontal coordinates were determined by differentially corrected
 DR9237.hand held GPS observations or other comparable positioning techniques
 DR9237.and have an estimated accuracy of +/- 3 meters.
 DR9237
 DR9237.The orthometric height was determined by differential leveling and
 DR9237.adjusted by the NATIONAL GEODETIC SURVEY
 DR9237.in December 2023.
 DR9237
 DR9237.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9237.GEOID18 height accuracy estimate available here.
 DR9237
 DR9237.Click photographs - Photos may exist for this station.
 DR9237
 DR9237.The dynamic height is computed by dividing the NAVD 88
 DR9237.geopotential number by the normal gravity value computed on the
 DR9237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9237.degrees latitude (g = 980.6199 gals.).
 DR9237
 DR9237.The modeled gravity was interpolated from observed gravity values.
 DR9237
 DR9237;                    North         East    Units  Estimated Accuracy
 DR9237;SPC FL E     -   704,910.5     156,632.1     MT  (+/- 3 meters HH1 GPS) 
 DR9237
 DR9237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5664695801(NAD 83)
 DR9237
 DR9237                          SUPERSEDED SURVEY CONTROL
 DR9237
 DR9237.No superseded survey control is available for this station.
 DR9237
 DR9237_MARKER: F = FLANGE-ENCASED ROD
 DR9237_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9237_STAMPING: 0009 G 2023
 DR9237_MARK LOGO: FLDEP
 DR9237_PROJECTION: RECESSED 6 CENTIMETERS
 DR9237_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9237+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2023
 DR9237_ROD/PIPE-DEPTH: 20.3 meters
 DR9237
 DR9237  HISTORY     - Date     Condition        Report By
 DR9237  HISTORY     - 20230402 MONUMENTED       FLDEP
 DR9237
 DR9237                          STATION DESCRIPTION
 DR9237
 DR9237'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9237'THE MARK IS LOCATED ABOUT 15.9 MI (25.6 KM) EAST-SOUTHEAST OF
 DR9237'KINGSLAND, 14.5 MI (23.3 KM) SOUTH-SOUTHEAST OF HARRIETTS BLUFF AND
 DR9237'6.1 MI (9.8 KM) EAST-SOUTHEAST OF SAINT MARY'S.
 DR9237'
 DR9237'TO REACH OF FROM THE OVERPASS OF THE INTERSECTION OF U.S. HIGHWAY A1A
 DR9237'(ATLANTIC AVENUE) AND NORTH 14TH STREET IN FERNANDINA BEACH, GO NORTH
 DR9237'ON NORTH 14TH STREET FOR 1.6 MI (2.6 KM) THE SOUTH END OF A BRIDGE
 DR9237'OVER EGAN'S CREEK.  CONTINUE NORTHWESTERLY NORTH ON 14TH STREET FOR
 DR9237'0.2 MI (0.3 KM) TO THE MARK ON THE LEFT.  A STAINLESS STEEL ROD DRIVEN
 DR9237'TO REFUSAL AT A DEPTH OF 66.5 FT (20.3 M), RECESSED 0.2 FT (6 CM)
 DR9237'BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL WITH
 DR9237'POGY PLACE.  THE DATUM POINT IS RECESSED 0.5 FT (15 CM) BELOW THE
 DR9237'LEVEL OF THE FLDEP LOGO CAP.
 DR9237'
 DR9237'LOCATED 143.8 FT (43.8 M) WEST-NORTHWEST OF WOODEN POWER POLE NUMBER
 DR9237'3347, 85.7 FT (26.1 M) SOUTH OF A WOODEN POWER POLE, 54.7 FT (16.7 M)
 DR9237'SOUTHEAST OF A 3 FT (0.9 M) IN DIAMETER OAK TREE, 31.6 FT (9.6 M) WEST
 DR9237'OF THE APPROXIMATE CENTERLINE OF POGY PLACE AND 11.0 FT (3.4 M)
 DR9237'NORTHEAST OF EGANS CREEK MARSH BANK.
 DR9237'
 DR9237'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DR9237'LOGO CAP.
 DR9237'
 DR9237'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1513 ***********************************************************************
 BC1513  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1513  DESIGNATION -  872 0023 4
 BC1513  PID         -  BC1513
 BC1513  STATE/COUNTY-  FL/NASSAU
 BC1513  COUNTRY     -  US
 BC1513  USGS QUAD   -  SAINT MARYS (2017)
 BC1513
 BC1513                         *CURRENT SURVEY CONTROL
 BC1513  ______________________________________________________________________
 BC1513* NAD 83(1986) POSITION- 30 41 02.     (N) 081 32 09.     (W)   SCALED
 BC1513* NAVD 88 ORTHO HEIGHT -     3.164 (meters)       10.38  (feet) ADJUSTED
 BC1513  ______________________________________________________________________
 BC1513  GEOID HEIGHT    -        -28.458 (meters)                     GEOID18
 BC1513  DYNAMIC HEIGHT  -          3.160 (meters)       10.37  (feet) COMP
 BC1513  MODELED GRAVITY -    979,392.6   (mgal)                       NAVD 88
 BC1513
 BC1513  VERT ORDER      -  SECOND    CLASS I
 BC1513
 BC1513.The horizontal coordinates were scaled from a map and have
 BC1513.an estimated accuracy of +/- 6 seconds.
 BC1513
 BC1513.The orthometric height was determined by differential leveling and
 BC1513.adjusted by the NATIONAL GEODETIC SURVEY
 BC1513.in June 1991.
 BC1513
 BC1513.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1513.GEOID18 height accuracy estimate available here.
 BC1513
 BC1513.This Tidal Bench Mark is designated as VM 4983
 BC1513.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1513
 BC1513.Click photographs - Photos may exist for this station.
 BC1513
 BC1513.The dynamic height is computed by dividing the NAVD 88
 BC1513.geopotential number by the normal gravity value computed on the
 BC1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1513.degrees latitude (g = 980.6199 gals.).
 BC1513
 BC1513.The modeled gravity was interpolated from observed gravity values.
 BC1513
 BC1513;                    North         East    Units  Estimated Accuracy
 BC1513;SPC FL E     -   703,800.      148,660.      MT  (+/- 180 meters Scaled)
 BC1513
 BC1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP486946(NAD 83)
 BC1513
 BC1513                          SUPERSEDED SURVEY CONTROL
 BC1513
 BC1513  NGVD 29 (09/01/92)    3.508  (m)           11.51   (f) ADJUSTED    2 1
 BC1513
 BC1513.Superseded values are not recommended for survey control.
 BC1513
 BC1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1513.See file dsdata.pdf to determine how the superseded data were derived.
 BC1513
 BC1513_MARKER: DB = BENCH MARK DISK
 BC1513_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1513_SP_SET: STEP
 BC1513_STAMPING: NO 4 1952
 BC1513_MARK LOGO: CGS
 BC1513_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1513+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 BC1513
 BC1513  HISTORY     - Date     Condition        Report By
 BC1513  HISTORY     - 1952     MONUMENTED       CGS
 BC1513  HISTORY     - 1978     GOOD             FLDNR
 BC1513  HISTORY     - 1978     GOOD             FLDNR
 BC1513  HISTORY     - 20040207 GOOD             FLDEP
 BC1513
 BC1513                          STATION DESCRIPTION
 BC1513
 BC1513'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1513'6.45 MI NW FROM O NEIL.
 BC1513'BEGIN 0.9 MILES NORTHWEST OF ONEIL AT THE INTERSECTION OF STATE
 BC1513'ROAD A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD)
 BC1513'PROCEED NORTH ALONG COUNTY ROAD C 107, 4.9 MILES TO A DIRT ROAD ON
 BC1513'THE RIGHT, THENCE NORTH 0.3 MILES ON DIRT ROAD TO A 90 DEGREE LEFT
 BC1513'TURN, THENCE WEST 0.15 MILES TO THE MARK. MARK BEARS 3
 BC1513'FEET EAST OF A WALL OF A HOUSE, 4 FEET SOUTH OF A SCREEN ON A PORCH,
 BC1513'.7 FEET WEST OF THE EAST EDGE OF A BOTTOM STEP.
 BC1513
 BC1513                          STATION RECOVERY (1978)
 BC1513
 BC1513'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1513'RECOVERED IN GOOD CONDITION.
 BC1513
 BC1513                          STATION RECOVERY (2004)
 BC1513
 BC1513'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1513'THE MARK IS ABOUT 4.7 MI (7.6 KM) NORTHWEST OF ONEIL, IN SECTION 43,
 BC1513'TOWNSHIP 3 NORTH, RANGE 28 EAST.
 BC1513'
 BC1513'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A (STATE ROAD
 BC1513'200), SCOTT ROAD AND COUNTY ROAD 107 IN ONEIL, GO NORTHWEST ON STATE
 BC1513'ROAD A1A FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF AMELIA CONCOURSE AND
 BC1513'CHESTER ROAD.  TURN RIGHT ON CHESTER ROAD AND GO NORTH FOR 3.7 MI (6.0
 BC1513'KM) TO THE JUNCTION OF BLACKROCK ROAD ON THE RIGHT.  TURN RIGHT ON
 BC1513'BLACKROCK ROAD AND GO EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF
 BC1513'MITCHELL ROAD ON THE LEFT.  TURN LEFT ON MITCHELL ROAD AND GO
 BC1513'NORTHEAST FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF DANIEL LANE ON THE
 BC1513'LEFT.  TURN LEFT ON DANIEL LANE AND GO NORTHWEST FOR 0.1 MI (0.2 KM)
 BC1513'TO PROPERTY ADDRESS 3459 ON THE RIGHT AND THE MARK IN A PRIVATE YARD,
 BC1513'SET FLUSH IN THE BOTTOM CONCRETE STEP TO A SCREENED PORCH ON THE EAST
 BC1513'SIDE OF A TWO STORY FRAME HOUSE, 0.2 FT (6 CM) ABOVE THE LEVEL OF THE
 BC1513'GROUND.
 BC1513'
 BC1513'LOCATED 4.0 FT (1.2 M) SOUTH OF THE SCREENED PORCH, 3.0 FT (0.9 M)
 BC1513'EAST OF THE EAST FACE OF THE HOUSE AND 0.7 FT (21 CM) WEST OF THE EAST
 BC1513'EDGE OF THE STEP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1514 ***********************************************************************
 BC1514  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1514  DESIGNATION -  872 0023 C
 BC1514  PID         -  BC1514
 BC1514  STATE/COUNTY-  FL/NASSAU
 BC1514  COUNTRY     -  US
 BC1514  USGS QUAD   -  SAINT MARYS (2017)
 BC1514
 BC1514                         *CURRENT SURVEY CONTROL
 BC1514  ______________________________________________________________________
 BC1514* NAD 83(1986) POSITION- 30 41 02.     (N) 081 32 07.     (W)   SCALED
 BC1514* NAVD 88 ORTHO HEIGHT -     2.832 (meters)        9.29  (feet) ADJUSTED
 BC1514  ______________________________________________________________________
 BC1514  GEOID HEIGHT    -        -28.459 (meters)                     GEOID18
 BC1514  DYNAMIC HEIGHT  -          2.829 (meters)        9.28  (feet) COMP
 BC1514  MODELED GRAVITY -    979,392.6   (mgal)                       NAVD 88
 BC1514
 BC1514  VERT ORDER      -  SECOND    CLASS I
 BC1514
 BC1514.The horizontal coordinates were scaled from a map and have
 BC1514.an estimated accuracy of +/- 6 seconds.
 BC1514
 BC1514.The orthometric height was determined by differential leveling and
 BC1514.adjusted by the NATIONAL GEODETIC SURVEY
 BC1514.in June 1991.
 BC1514
 BC1514.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1514.GEOID18 height accuracy estimate available here.
 BC1514
 BC1514.This Tidal Bench Mark is designated as VM 4984
 BC1514.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1514
 BC1514.Click photographs - Photos may exist for this station.
 BC1514
 BC1514.The dynamic height is computed by dividing the NAVD 88
 BC1514.geopotential number by the normal gravity value computed on the
 BC1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1514.degrees latitude (g = 980.6199 gals.).
 BC1514
 BC1514.The modeled gravity was interpolated from observed gravity values.
 BC1514
 BC1514;                    North         East    Units  Estimated Accuracy
 BC1514;SPC FL E     -   703,800.      148,710.      MT  (+/- 180 meters Scaled)
 BC1514
 BC1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP487946(NAD 83)
 BC1514
 BC1514                          SUPERSEDED SURVEY CONTROL
 BC1514
 BC1514  NGVD 29 (09/01/92)    3.177  (m)           10.42   (f) ADJUSTED    2 1
 BC1514
 BC1514.Superseded values are not recommended for survey control.
 BC1514
 BC1514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1514.See file dsdata.pdf to determine how the superseded data were derived.
 BC1514
 BC1514_MARKER: DB = BENCH MARK DISK
 BC1514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1514_STAMPING: 0023 C 1978
 BC1514_MARK LOGO: NOS
 BC1514_PROJECTION: FLUSH
 BC1514_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1514+STABILITY: SURFACE MOTION
 BC1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1514+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 BC1514
 BC1514  HISTORY     - Date     Condition        Report By
 BC1514  HISTORY     - 1978     MONUMENTED       NOS
 BC1514  HISTORY     - 1978     GOOD             FLDNR
 BC1514  HISTORY     - 1978     GOOD             FLDNR
 BC1514  HISTORY     - 20040207 GOOD             FLDEP
 BC1514
 BC1514                          STATION DESCRIPTION
 BC1514
 BC1514'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1514'6.45 MI NW FROM O NEIL.
 BC1514'BEGIN 0.9 MILES NORTHWEST OF ONEIL AT THE INTERSECTION OF STATE
 BC1514'ROAD A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD)
 BC1514'PROCEED NORTH ALONG COUNTY ROAD C 107, 4.9 MILES TO A DIRT ROAD ON
 BC1514'THE RIGHT, THENCE NORTH 0.3 MILES ON DIRT ROAD TO A 90 DEGREE LEFT
 BC1514'TURN, THENCE WEST 0.15 MILES TO THE MARK. MARK BEARS 52
 BC1514'FEET EAST OF THE NORTHEAST CORNER OF A WHITE TWO STORY HOUSE, 25
 BC1514'FEET SOUTH OF CENTER LINE OF A DRIVE COMING INTO THE YARD, 47 FEET
 BC1514'EAST OF A LARGE OAK TREE. MARK IS A NOS TIDAL BENCH MARK.
 BC1514
 BC1514                          STATION RECOVERY (1978)
 BC1514
 BC1514'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1514'RECOVERED IN GOOD CONDITION.
 BC1514
 BC1514                          STATION RECOVERY (2004)
 BC1514
 BC1514'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1514'THE MARK IS ABOUT 4.7 MI (7.6 KM) NORTHWEST OF ONEIL, IN SECTION 43,
 BC1514'TOWNSHIP 3 NORTH, RANGE 28 EAST.
 BC1514'
 BC1514'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A (STATE ROAD
 BC1514'200), SCOTT ROAD AND COUNTY ROAD 107 IN ONEIL, GO NORTHWEST ON STATE
 BC1514'ROAD A1A FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF AMELIA CONCOURSE AND
 BC1514'CHESTER ROAD.  TURN RIGHT ON CHESTER ROAD AND GO NORTH FOR 3.7 MI (6.0
 BC1514'KM) TO THE JUNCTION OF BLACKROCK ROAD ON THE RIGHT.  TURN RIGHT ON
 BC1514'BLACKROCK ROAD AND GO EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF
 BC1514'MITCHELL ROAD ON THE LEFT.  TURN LEFT ON MITCHELL ROAD AND GO
 BC1514'NORTHEAST FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF DANIEL LANE ON THE
 BC1514'LEFT.  TURN LEFT ON DANIEL LANE AND GO NORTHWEST FOR 0.1 MI (0.2 KM)
 BC1514'TO PROPERTY ADDRESS 3459 ON THE RIGHT AND THE MARK IN A PRIVATE YARD,
 BC1514'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BC1514'
 BC1514'LOCATED 50.8 FT (15.5 M) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A
 BC1514'SCREENED PORCH ATTACHED TO A TWO STORY FRAME HOUSE, 48.0 FT (14.6 M)
 BC1514'SOUTHEAST OF A 36-INCH (91 CM) OAK TREE, 32.0 FT (9.8 M) SOUTHWEST OF
 BC1514'THE SOUTH TOP OF THE BANK OF THE BELLS RIVER, 16.0 FT (4.9 M)
 BC1514'SOUTHWEST OF A 6-INCH (15 CM) BY 8-INCH (20 CM) WOODEN FENCE POST AND
 BC1514'1.0 FT (0.3 M) NORTHWEST OF A CARSONITE WITNESS POST.
 BC1514'
 BC1514'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1511 ***********************************************************************
 BC1511  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1511  DESIGNATION -  872 0023 D
 BC1511  PID         -  BC1511
 BC1511  STATE/COUNTY-  FL/NASSAU
 BC1511  COUNTRY     -  US
 BC1511  USGS QUAD   -  SAINT MARYS (2017)
 BC1511
 BC1511                         *CURRENT SURVEY CONTROL
 BC1511  ______________________________________________________________________
 BC1511* NAD 83(1986) POSITION- 30 40 46.     (N) 081 32 06.     (W)   SCALED
 BC1511* NAVD 88 ORTHO HEIGHT -     5.794 (meters)       19.01  (feet) ADJUSTED
 BC1511  ______________________________________________________________________
 BC1511  GEOID HEIGHT    -        -28.456 (meters)                     GEOID18
 BC1511  DYNAMIC HEIGHT  -          5.787 (meters)       18.99  (feet) COMP
 BC1511  MODELED GRAVITY -    979,392.3   (mgal)                       NAVD 88
 BC1511
 BC1511  VERT ORDER      -  SECOND    CLASS I
 BC1511
 BC1511.The horizontal coordinates were scaled from a map and have
 BC1511.an estimated accuracy of +/- 6 seconds.
 BC1511
 BC1511.The orthometric height was determined by differential leveling and
 BC1511.adjusted by the NATIONAL GEODETIC SURVEY
 BC1511.in June 1991.
 BC1511
 BC1511.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1511.GEOID18 height accuracy estimate available here.
 BC1511
 BC1511.This Tidal Bench Mark is designated as VM 4985
 BC1511.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1511
 BC1511.Click photographs - Photos may exist for this station.
 BC1511
 BC1511.The dynamic height is computed by dividing the NAVD 88
 BC1511.geopotential number by the normal gravity value computed on the
 BC1511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1511.degrees latitude (g = 980.6199 gals.).
 BC1511
 BC1511.The modeled gravity was interpolated from observed gravity values.
 BC1511
 BC1511;                    North         East    Units  Estimated Accuracy
 BC1511;SPC FL E     -   703,310.      148,740.      MT  (+/- 180 meters Scaled)
 BC1511
 BC1511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP487941(NAD 83)
 BC1511
 BC1511                          SUPERSEDED SURVEY CONTROL
 BC1511
 BC1511  NGVD 29 (09/01/92)    6.138  (m)           20.14   (f) ADJUSTED    2 1
 BC1511
 BC1511.Superseded values are not recommended for survey control.
 BC1511
 BC1511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1511.See file dsdata.pdf to determine how the superseded data were derived.
 BC1511
 BC1511_MARKER: DB = BENCH MARK DISK
 BC1511_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1511_STAMPING: 0023 D 1978
 BC1511_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1511
 BC1511  HISTORY     - Date     Condition        Report By
 BC1511  HISTORY     - 1978     MONUMENTED       NOS
 BC1511  HISTORY     - 1978     GOOD             FLDNR
 BC1511  HISTORY     - 1978     GOOD             FLDNR
 BC1511  HISTORY     - 20021218 MARK NOT FOUND   FLDEP
 BC1511  HISTORY     - 20040207 MARK NOT FOUND   FLDEP
 BC1511
 BC1511                          STATION DESCRIPTION
 BC1511
 BC1511'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1511'5.95 MI NW FROM O NEIL.
 BC1511'BEGIN 0.9 MILES NORTHWEST OF ONEIL AT THE INTERSECTION OF STATE ROAD
 BC1511'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1511'PROCEED NORTH 4.8 MILES ALONG COUNTY ROAD C 107 TO THE MARK ON THE
 BC1511'LEFT. MARK BEARS 46 FEET WEST-SOUTHWEST OF THE CENTER LINE OF COUNTY
 BC1511'ROAD C 107, 9.5 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 230 FEET
 BC1511'SOUTH OF THE INTERSECTION OF A DIRT ROAD AND COUNTY ROAD C 107.
 BC1511
 BC1511                          STATION RECOVERY (1978)
 BC1511
 BC1511'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1511'RECOVERED IN GOOD CONDITION.
 BC1511
 BC1511                          STATION RECOVERY (2002)
 BC1511
 BC1511'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC1511'SEARCHED FOR, NOT FOUND.  MAY HAVE BEEN DESTROYED BY SWALE GRADING.
 BC1511
 BC1511                          STATION RECOVERY (2004)
 BC1511
 BC1511'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1511'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1510 ***********************************************************************
 BC1510  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1510  DESIGNATION -  872 0023 E
 BC1510  PID         -  BC1510
 BC1510  STATE/COUNTY-  FL/NASSAU
 BC1510  COUNTRY     -  US
 BC1510  USGS QUAD   -  SAINT MARYS (2017)
 BC1510
 BC1510                         *CURRENT SURVEY CONTROL
 BC1510  ______________________________________________________________________
 BC1510* NAD 83(1986) POSITION- 30 40 11.3    (N) 081 31 57.5    (W)   HD_HELD2
 BC1510* NAVD 88 ORTHO HEIGHT -     4.842 (meters)       15.89  (feet) ADJUSTED
 BC1510  ______________________________________________________________________
 BC1510  GEOID HEIGHT    -        -28.453 (meters)                     GEOID18
 BC1510  DYNAMIC HEIGHT  -          4.836 (meters)       15.87  (feet) COMP
 BC1510  MODELED GRAVITY -    979,391.4   (mgal)                       NAVD 88
 BC1510
 BC1510  VERT ORDER      -  SECOND    CLASS I
 BC1510
 BC1510.The horizontal coordinates were established by autonomous hand held GPS
 BC1510.observations and have an estimated accuracy of +/- 10 meters.
 BC1510
 BC1510.The orthometric height was determined by differential leveling and
 BC1510.adjusted by the NATIONAL GEODETIC SURVEY
 BC1510.in June 1991.
 BC1510
 BC1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1510.GEOID18 height accuracy estimate available here.
 BC1510
 BC1510.This Tidal Bench Mark is designated as VM 4986
 BC1510.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1510
 BC1510.Click photographs - Photos may exist for this station.
 BC1510
 BC1510.The dynamic height is computed by dividing the NAVD 88
 BC1510.geopotential number by the normal gravity value computed on the
 BC1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1510.degrees latitude (g = 980.6199 gals.).
 BC1510
 BC1510.The modeled gravity was interpolated from observed gravity values.
 BC1510
 BC1510;                    North         East    Units  Estimated Accuracy
 BC1510;SPC FL E     -   702,238.      148,959.      MT  (+/- 10 meters HH2 GPS)
 BC1510
 BC1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4897693130(NAD 83)
 BC1510
 BC1510                          SUPERSEDED SURVEY CONTROL
 BC1510
 BC1510  NGVD 29 (09/01/92)    5.186  (m)           17.01   (f) ADJUSTED    2 1
 BC1510
 BC1510.Superseded values are not recommended for survey control.
 BC1510
 BC1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1510.See file dsdata.pdf to determine how the superseded data were derived.
 BC1510
 BC1510_MARKER: DB = BENCH MARK DISK
 BC1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1510_STAMPING: 0023 E 1978
 BC1510_MARK LOGO: NOS
 BC1510_PROJECTION: FLUSH
 BC1510_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1510+STABILITY: SURFACE MOTION
 BC1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1510+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 BC1510
 BC1510  HISTORY     - Date     Condition        Report By
 BC1510  HISTORY     - 1978     MONUMENTED       NOS
 BC1510  HISTORY     - 1978     GOOD             FLDNR
 BC1510  HISTORY     - 1978     GOOD             FLDNR
 BC1510  HISTORY     - 20040207 GOOD             FLDEP
 BC1510
 BC1510                          STATION DESCRIPTION
 BC1510
 BC1510'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1510'4.85 MI NW FROM O NEIL.
 BC1510'BEGIN 0.9 MILES NORTHWEST OF ONEIL AT THE INTERSECTION OF STATE ROAD
 BC1510'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1510'PROCEED NORTH 3.95 MILES ALONG COUNTY ROAD C 107 TO THE MARK ON THE
 BC1510'RIGHT. MARK BEARS 53.5 FEET EAST OF THE CENTER LINE OF COUNTY ROAD
 BC1510'C 107, 17 FEET NORTH-NORTHEAST OF A 2 INCH DIAMETER SECTION CORNER IN
 BC1510'THE MIDDLE OF A RUNOFF STREAM, 18.5 FEET SOUTH-SOUTHEAST OF A
 BC1510'TELEPHONE POLE.
 BC1510
 BC1510                          STATION RECOVERY (1978)
 BC1510
 BC1510'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1510'RECOVERED IN GOOD CONDITION.
 BC1510
 BC1510                          STATION RECOVERY (2004)
 BC1510
 BC1510'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1510'THE MARK IS ABOUT 3.6 MI (5.8 KM) NORTHWEST OF ONEIL, IN SECTION 43,
 BC1510'TOWNSHIP 3 NORTH, RANGE 28 EAST.
 BC1510'
 BC1510'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A (STATE ROAD
 BC1510'200), SCOTT ROAD AND COUNTY ROAD 107 IN ONEIL, GO NORTHWEST ON STATE
 BC1510'ROAD A1A FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF AMELIA CONCOURSE AND
 BC1510'CHESTER ROAD.  TURN RIGHT ON CHESTER ROAD AND GO NORTH FOR 3.7 MI (6.0
 BC1510'KM) TO THE JUNCTION OF BLACKROCK ROAD ON THE RIGHT.  TURN RIGHT ON
 BC1510'BLACKROCK ROAD AND GO EAST AND SOUTHEAST FOR 1.1 MI (1.8 KM) TO THE
 BC1510'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 BC1510'WITH THE GROUND.
 BC1510'
 BC1510'LOCATED 142.0 FT (43.3 M) NORTHWEST OF THE CENTER OF WISTERIA LANE (A
 BC1510'SAND ROAD), 49.0 FT (14.9 M) SOUTHEAST OF THE CENTERLINE OF BLACKROCK
 BC1510'ROAD, 36.0 FT (11.0 M) EAST OF THE EAST END OF A 36-INCH (91 CM)
 BC1510'CONCRETE CULVERT UNDER BLACKROCK ROAD, 22.0 FT (6.7 M) SOUTH-SOUTHWEST
 BC1510'OF A WOODEN POWER POLE NUMBER 14610477904 AND 1.0 FT (0.3 M) NORTHWEST
 BC1510'OF A CARSONITE WITNESS POST.
 BC1510'
 BC1510'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO3850 ***********************************************************************
 DO3850  DESIGNATION -  872 0023 F
 DO3850  PID         -  DO3850
 DO3850  STATE/COUNTY-  FL/NASSAU
 DO3850  COUNTRY     -  US
 DO3850  USGS QUAD   -  SAINT MARYS (2017)
 DO3850
 DO3850                         *CURRENT SURVEY CONTROL
 DO3850  ______________________________________________________________________
 DO3850* NAD 83(1986) POSITION- 30 40 46.     (N) 081 32 14.     (W)   SCALED
 DO3850* NAVD 88 ORTHO HEIGHT -     6.987 (meters)       22.92  (feet) ADJUSTED
 DO3850  ______________________________________________________________________
 DO3850  GEOID HEIGHT    -        -28.455 (meters)                     GEOID18
 DO3850  DYNAMIC HEIGHT  -          6.978 (meters)       22.89  (feet) COMP
 DO3850  MODELED GRAVITY -    979,392.2   (mgal)                       NAVD 88
 DO3850
 DO3850  VERT ORDER      -  SECOND    CLASS II
 DO3850
 DO3850.The horizontal coordinates were scaled from a map and have
 DO3850.an estimated accuracy of +/- 6 seconds.
 DO3850
 DO3850.The orthometric height was determined by differential leveling and
 DO3850.adjusted by the NATIONAL GEODETIC SURVEY
 DO3850.in October 2016.
 DO3850
 DO3850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO3850.GEOID18 height accuracy estimate available here.
 DO3850
 DO3850.Click photographs - Photos may exist for this station.
 DO3850
 DO3850.The dynamic height is computed by dividing the NAVD 88
 DO3850.geopotential number by the normal gravity value computed on the
 DO3850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO3850.degrees latitude (g = 980.6199 gals.).
 DO3850
 DO3850.The modeled gravity was interpolated from observed gravity values.
 DO3850
 DO3850;                    North         East    Units  Estimated Accuracy
 DO3850;SPC FL E     -   703,310.      148,530.      MT  (+/- 180 meters Scaled)
 DO3850
 DO3850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP485942(NAD 83)
 DO3850
 DO3850                          SUPERSEDED SURVEY CONTROL
 DO3850
 DO3850.No superseded survey control is available for this station.
 DO3850
 DO3850_MARKER: DD = SURVEY DISK
 DO3850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO3850_STAMPING: 0023 F 2004
 DO3850_MARK LOGO: FLDEP
 DO3850_PROJECTION: FLUSH
 DO3850_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO3850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO3850+STABILITY: SURFACE MOTION
 DO3850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO3850+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2004
 DO3850
 DO3850  HISTORY     - Date     Condition        Report By
 DO3850  HISTORY     - 20040122 MONUMENTED       FLDEP
 DO3850
 DO3850                          STATION DESCRIPTION
 DO3850
 DO3850'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DO3850'THE MARK IS ABOUT 4.4 MI (7.1 KM) NORTHWEST OF ONEIL, IN SECTION 43,
 DO3850'TOWNSHIP 3 NORTH, RANGE 28 EAST.
 DO3850'
 DO3850'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A (STATE ROAD
 DO3850'200), SCOTT ROAD AND COUNTY ROAD 107 IN ONEIL, GO NORTHWEST ON STATE
 DO3850'ROAD A1A FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF AMELIA CONCOURSE AND
 DO3850'CHESTER ROAD.  TURN RIGHT ON CHESTER ROAD AND GO NORTH FOR 3.7 MI (6.0
 DO3850'KM) TO THE JUNCTION OF BLACKROCK ROAD ON THE RIGHT.  TURN RIGHT ON
 DO3850'BLACKROCK ROAD AND GO EAST 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT,
 DO3850'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DO3850'
 DO3850'LOCATED 49.5 FT (15.1 M) NORTHWEST OF A WOODEN POWER POLE, 34.0 FT
 DO3850'(10.4 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF BLACKROCK ROAD, 31.0 FT
 DO3850'(9.4 M) NORTHWEST OF THE NORTHEAST CORNER GATE POST OF A 4.0 FT (1.2
 DO3850'M) HIGH CHAIN LINK CEMETERY FENCE, 2.2 FT (0.7 M) SOUTHWEST OF A
 DO3850'6-INCH (15 CM) SQUARE CONCRETE HIGHWAY RIGHT OF WAY POST AND 1.7 FT
 DO3850'(0.5 M) EAST OF A NORTH-SOUTH PORTION OF THE 4.0 FT (1.2 M) HIGH CHAIN
 DO3850'LINK CEMETERY FENCE AND A CARSONITE WITNESS POST IN THE FENCE LINE.
 DO3850'
 DO3850'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO3849 ***********************************************************************
 DO3849  DESIGNATION -  872 0023 G
 DO3849  PID         -  DO3849
 DO3849  STATE/COUNTY-  FL/NASSAU
 DO3849  COUNTRY     -  US
 DO3849  USGS QUAD   -  SAINT MARYS (2017)
 DO3849
 DO3849                         *CURRENT SURVEY CONTROL
 DO3849  ______________________________________________________________________
 DO3849* NAD 83(1986) POSITION- 30 40 47.24   (N) 081 32 10.56   (W)   HD_HELD1
 DO3849* NAVD 88 ORTHO HEIGHT -     5.791 (meters)       19.00  (feet) ADJUSTED
 DO3849  ______________________________________________________________________
 DO3849  GEOID HEIGHT    -        -28.456 (meters)                     GEOID18
 DO3849  DYNAMIC HEIGHT  -          5.784 (meters)       18.98  (feet) COMP
 DO3849  MODELED GRAVITY -    979,392.2   (mgal)                       NAVD 88
 DO3849
 DO3849  VERT ORDER      -  SECOND    CLASS II
 DO3849
 DO3849.The horizontal coordinates were determined by differentially corrected
 DO3849.hand held GPS observations or other comparable positioning techniques
 DO3849.and have an estimated accuracy of +/- 3 meters.
 DO3849
 DO3849.The orthometric height was determined by differential leveling and
 DO3849.adjusted by the NATIONAL GEODETIC SURVEY
 DO3849.in October 2016.
 DO3849
 DO3849.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO3849.GEOID18 height accuracy estimate available here.
 DO3849
 DO3849.Click photographs - Photos may exist for this station.
 DO3849
 DO3849.The dynamic height is computed by dividing the NAVD 88
 DO3849.geopotential number by the normal gravity value computed on the
 DO3849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO3849.degrees latitude (g = 980.6199 gals.).
 DO3849
 DO3849.The modeled gravity was interpolated from observed gravity values.
 DO3849
 DO3849;                    North         East    Units  Estimated Accuracy
 DO3849;SPC FL E     -   703,346.0     148,616.6     MT  (+/- 3 meters HH1 GPS) 
 DO3849
 DO3849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4863494238(NAD 83)
 DO3849
 DO3849                          SUPERSEDED SURVEY CONTROL
 DO3849
 DO3849.No superseded survey control is available for this station.
 DO3849
 DO3849_MARKER: F = FLANGE-ENCASED ROD
 DO3849_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO3849_STAMPING: 0023 G 2004
 DO3849_MARK LOGO: NGS
 DO3849_PROJECTION: FLUSH
 DO3849_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO3849_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO3849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO3849+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 DO3849_ROD/PIPE-DEPTH: 17.0 meters
 DO3849
 DO3849  HISTORY     - Date     Condition        Report By
 DO3849  HISTORY     - 20040207 MONUMENTED       FLDEP
 DO3849
 DO3849                          STATION DESCRIPTION
 DO3849
 DO3849'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DO3849'THE MARK IS ABOUT 4.4 MI (7.1 KM) NORTHWEST OF ONEIL, IN SECTION 43,
 DO3849'TOWNSHIP 3 NORTH, RANGE 28 EAST.
 DO3849'
 DO3849'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A (STATE ROAD
 DO3849'200), SCOTT ROAD AND COUNTY ROAD 107 IN ONEIL, GO NORTHWEST ON STATE
 DO3849'ROAD A1A FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF AMELIA CONCOURSE AND
 DO3849'CHESTER ROAD.  TURN RIGHT ON CHESTER ROAD AND GO NORTH FOR 3.7 MI (6.0
 DO3849'KM) TO THE JUNCTION OF BLACKROCK ROAD ON THE RIGHT.  TURN RIGHT ON
 DO3849'BLACKROCK ROAD AND GO EAST FOR 0.2 MI (0.3 KM) TO THE MARK ON THE
 DO3849'LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 55.7 FT
 DO3849'(17.0 M) WITH AN NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE
 DO3849'GROUND AND LEVEL WITH BLACKROCK ROAD, THE DATUM POINT IS RECESSED 0.3
 DO3849'FT (9 CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DO3849'
 DO3849'LOCATED 115.0 FT (35.1 M) WEST OF THE CENTER OF MITCHELL ROAD (A SAND
 DO3849'ROAD), 43.0 FT (13.1 M) NORTH OF THE CENTERLINE OF BLACKROCK ROAD,
 DO3849'32.2 FT (9.8 M) EAST OF A WOODEN POWER POLE AND 2.0 FT (0.6 M) SOUTH
 DO3849'OF A 4.0 FT (1.2 M) HIGH CHAIN LINK FENCE AND CARSONITE WITNESS POST.
 DO3849'
 DO3849'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE 5-INCH NATIONAL
 DO3849'GEODETIC SURVEY LOGO CAP.
 DO3849'
 DO3849'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2522 ***********************************************************************
 BC2522  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2522  DESIGNATION -  872 0030 L TIDAL
 BC2522  PID         -  BC2522
 BC2522  STATE/COUNTY-  FL/NASSAU
 BC2522  COUNTRY     -  US
 BC2522  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC2522
 BC2522                         *CURRENT SURVEY CONTROL
 BC2522  ______________________________________________________________________
 BC2522* NAD 83(1986) POSITION- 30 40 16.63   (N) 081 27 53.04   (W)   HD_HELD1
 BC2522* NAVD 88 ORTHO HEIGHT -     1.784 (meters)        5.85  (feet) ADJUSTED
 BC2522  ______________________________________________________________________
 BC2522  GEOID HEIGHT    -        -28.493 (meters)                     GEOID18
 BC2522  DYNAMIC HEIGHT  -          1.782 (meters)        5.85  (feet) COMP
 BC2522  MODELED GRAVITY -    979,393.5   (mgal)                       NAVD 88
 BC2522
 BC2522  VERT ORDER      -  FIRST     CLASS II
 BC2522
 BC2522.The horizontal coordinates were determined by differentially corrected
 BC2522.hand held GPS observations or other comparable positioning techniques
 BC2522.and have an estimated accuracy of +/- 3 meters.
 BC2522
 BC2522.The orthometric height was determined by differential leveling and
 BC2522.adjusted by the NATIONAL GEODETIC SURVEY
 BC2522.in May 1994.
 BC2522
 BC2522.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2522.GEOID18 height accuracy estimate available here.
 BC2522
 BC2522.This Tidal Bench Mark is designated as VM 1771
 BC2522.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2522
 BC2522.Click photographs - Photos may exist for this station.
 BC2522
 BC2522.The dynamic height is computed by dividing the NAVD 88
 BC2522.geopotential number by the normal gravity value computed on the
 BC2522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2522.degrees latitude (g = 980.6199 gals.).
 BC2522
 BC2522.The modeled gravity was interpolated from observed gravity values.
 BC2522
 BC2522;                    North         East    Units  Estimated Accuracy
 BC2522;SPC FL E     -   702,372.9     155,466.9     MT  (+/- 3 meters HH1 GPS) 
 BC2522
 BC2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5548293265(NAD 83)
 BC2522
 BC2522                          SUPERSEDED SURVEY CONTROL
 BC2522
 BC2522  NGVD 29 (09/01/92)    2.131  (m)            6.99   (f) ADJUSTED    1 2
 BC2522
 BC2522.Superseded values are not recommended for survey control.
 BC2522
 BC2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2522.See file dsdata.pdf to determine how the superseded data were derived.
 BC2522
 BC2522_MARKER: DD = SURVEY DISK
 BC2522_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2522_STAMPING: 0030 L 1987
 BC2522_MARK LOGO: NOS
 BC2522_PROJECTION: RECESSED 15 CENTIMETERS
 BC2522_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2522_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2522+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2023
 BC2522_ROD/PIPE-DEPTH: 12.8 meters
 BC2522
 BC2522  HISTORY     - Date     Condition        Report By
 BC2522  HISTORY     - 1987     MONUMENTED       NOS
 BC2522  HISTORY     - 1987     GOOD             FLDNR
 BC2522  HISTORY     - 19910420 GOOD             NGS
 BC2522  HISTORY     - 20021216 MARK NOT FOUND   USPSQD
 BC2522  HISTORY     - 20040624 GOOD             FLDEP
 BC2522  HISTORY     - 20050102 GOOD             USPSQD
 BC2522  HISTORY     - 20150222 GOOD             PROFLN
 BC2522  HISTORY     - 20180402 GOOD             FLDEP
 BC2522  HISTORY     - 20230508 GOOD             FLDEP
 BC2522
 BC2522                          STATION DESCRIPTION
 BC2522
 BC2522'DESCRIBED BY FL DEPT OF NAT RES 1987 (RLM)
 BC2522'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND ATLANTIC AVENUE IN
 BC2522'FERNANDINA BEACH, GO WEST ON ATLANTIC AVENUE 2.0 MILES TO THE RAILROAD
 BC2522'TRACKS AND THE MARK.  THE MARK BEARS 33.8 FEET SOUTH OF THE CENTERLINE
 BC2522'OF ATLANTIC AVENUE, 15.0 FEET EAST OF THE EASTERNMOST RAIL OF THE
 BC2522'RAILROAD TRACKS, 5.0 FEET SOUTH OF THE SOUTH EDGE OF A SIDEWALK, AND
 BC2522'24.7 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CABOOSE CAR.
 BC2522'THE MARK IS L FT ABOVE THE .  THE MARK IS 2.0 E FROM A WHITNESS POST.
 BC2522
 BC2522                          STATION RECOVERY (1991)
 BC2522
 BC2522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC2522'IN FERNANDINA BEACH, AT THE INTERSECTION OF FRONT AND CENTRE STREETS,
 BC2522'17.8 M (58.4 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE CHAMBER OF
 BC2522'COMMERCE, 15.1 M (49.5 FT) EAST OF THE CENTER OF FRONT STREET, 10.2 M
 BC2522'(33.5 FT) SOUTH OF THE CENTER OF CENTRE STREET, AND 0.2 M (0.7 FT)
 BC2522'NORTH OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN A 5-INCH PVC
 BC2522'PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 BC2522
 BC2522                          STATION RECOVERY (2002)
 BC2522
 BC2522'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGT)
 BC2522'MARK NOT FOUND.
 BC2522
 BC2522                          STATION RECOVERY (2004)
 BC2522
 BC2522'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2522'RECOVERED AS DESCRIBED.
 BC2522
 BC2522                          STATION RECOVERY (2005)
 BC2522
 BC2522'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC2522'RECOVERED IN GOOD CONDITION.
 BC2522
 BC2522                          STATION RECOVERY (2015)
 BC2522
 BC2522'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 BC2522'BURIED WITH DIRT JAMMED IN THE PVC PIPE.  THE CAP FOR THE PIPE IS
 BC2522'MISSING SO I STACKED TWO CONCRETE STEPPING STONES ABOVE THE OPEN PIPE
 BC2522'TO KEEP DIRT FROM FALLING IN.
 BC2522
 BC2522                          STATION RECOVERY (2018)
 BC2522
 BC2522'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (JRH)
 BC2522'RECOVERED IN GOOD CONDITION.
 BC2522
 BC2522                          STATION RECOVERY (2023)
 BC2522
 BC2522'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (PP)
 BC2522'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1542 ***********************************************************************
 BC1542  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1542  DESIGNATION -  872 0030 TIDAL 1
 BC1542  PID         -  BC1542
 BC1542  STATE/COUNTY-  FL/NASSAU
 BC1542  COUNTRY     -  US
 BC1542  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC1542
 BC1542                         *CURRENT SURVEY CONTROL
 BC1542  ______________________________________________________________________
 BC1542* NAD 83(1986) POSITION- 30 40 16.1    (N) 081 27 55.4    (W)   HD_HELD2
 BC1542* NAVD 88 ORTHO HEIGHT -     1.636 (meters)        5.37  (feet) ADJUSTED
 BC1542  ______________________________________________________________________
 BC1542  GEOID HEIGHT    -        -28.493 (meters)                     GEOID18
 BC1542  DYNAMIC HEIGHT  -          1.633 (meters)        5.36  (feet) COMP
 BC1542  MODELED GRAVITY -    979,393.3   (mgal)                       NAVD 88
 BC1542
 BC1542  VERT ORDER      -  FIRST     CLASS II
 BC1542
 BC1542.The horizontal coordinates were established by autonomous hand held GPS
 BC1542.observations and have an estimated accuracy of +/- 10 meters.
 BC1542
 BC1542.The orthometric height was determined by differential leveling and
 BC1542.adjusted by the NATIONAL GEODETIC SURVEY
 BC1542.in June 1991.
 BC1542
 BC1542.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1542.GEOID18 height accuracy estimate available here.
 BC1542
 BC1542.This Tidal Bench Mark is designated as VM 646
 BC1542.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1542
 BC1542.Click photographs - Photos may exist for this station.
 BC1542
 BC1542.The dynamic height is computed by dividing the NAVD 88
 BC1542.geopotential number by the normal gravity value computed on the
 BC1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1542.degrees latitude (g = 980.6199 gals.).
 BC1542
 BC1542.The modeled gravity was interpolated from observed gravity values.
 BC1542
 BC1542;                    North         East    Units  Estimated Accuracy
 BC1542;SPC FL E     -   702,357.      155,404.      MT  (+/- 10 meters HH2 GPS)
 BC1542
 BC1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5541993249(NAD 83)
 BC1542
 BC1542                          SUPERSEDED SURVEY CONTROL
 BC1542
 BC1542  NGVD 29 (09/01/92)    1.982  (m)            6.50   (f) ADJUSTED    1 2
 BC1542
 BC1542.Superseded values are not recommended for survey control.
 BC1542
 BC1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1542.See file dsdata.pdf to determine how the superseded data were derived.
 BC1542
 BC1542_MARKER: DB = BENCH MARK DISK
 BC1542_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1542_SP_SET: SEAWALL
 BC1542_STAMPING: NO 1 1972
 BC1542_MARK LOGO: CGS
 BC1542_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1542+STABILITY: SURFACE MOTION
 BC1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1542+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2005
 BC1542
 BC1542  HISTORY     - Date     Condition        Report By
 BC1542  HISTORY     - 1972     MONUMENTED       NOS
 BC1542  HISTORY     - 1977     GOOD             FLDNR
 BC1542  HISTORY     - 1985     GOOD             FLDNR
 BC1542  HISTORY     - 1987     GOOD             FLDNR
 BC1542  HISTORY     - 19910420 GOOD             NGS
 BC1542  HISTORY     - 20021216 MARK NOT FOUND   USPSQD
 BC1542  HISTORY     - 20040624 GOOD             FLDEP
 BC1542  HISTORY     - 20050102 GOOD             USPSQD
 BC1542  HISTORY     - 20140528 GOOD             FBFBD
 BC1542  HISTORY     - 20150222 GOOD             PROFLN
 BC1542
 BC1542                          STATION DESCRIPTION
 BC1542
 BC1542'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1542'2.6 MI SE FROM FERNANDINA BEACH.
 BC1542'AT FERNANDINA BEACH AT THE FERNANDINA BEACH MARINA BOAT BASIN
 BC1542'AT THE FOOT OF ATLANTIC AVENUE. MARK IS SET IN CONCRETE CAP
 BC1542'ON NORTHEAST CORNER OF EAST SEAWALL, 41.3 FEET WEST OF NORTHERN
 BC1542'MOST OF 12 PALM TREES IN A STRAIGHT LINE ON EAST SIDE OF BOAT
 BC1542'BASIN, 54.3 FEET SOUTHEAST OF THE FLORIDA MARINE WELCOME
 BC1542'STATION. MARK IS A NOS TIDAL BENCH MARK.
 BC1542
 BC1542                          STATION RECOVERY (1985)
 BC1542
 BC1542'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1542'RECOVERED IN GOOD CONDITION.
 BC1542
 BC1542                          STATION RECOVERY (1987)
 BC1542
 BC1542'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1542'RECOVERED AS DESCRIBED.
 BC1542
 BC1542                          STATION RECOVERY (1991)
 BC1542
 BC1542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC1542'IN FERNANDINA BEACH, AT 1 SOUTH FRONT STREET, IN TOP OF AND 0.1 M
 BC1542'(0.3 FT) EAST OF THE WEST EDGE OF A CONCRETE SEAWALL, 42.2 M (138.5
 BC1542'FT) WEST OF AND LEVEL WITH THE CENTER OF THE STREET, 5.8 M (19.0 FT)
 BC1542'SOUTHWEST OF THE SOUTHEAST CORNER OF BRETS WATERWAY CAFE AT 1 SOUTH
 BC1542'FRONT STREET, AND 0.9 M (3.0 FT) SOUTH OF THE SOUTH FACE OF A
 BC1542'BULKHEAD.
 BC1542
 BC1542                          STATION RECOVERY (2002)
 BC1542
 BC1542'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGT)
 BC1542'MARK NOT FOUND.
 BC1542
 BC1542                          STATION RECOVERY (2004)
 BC1542
 BC1542'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1542'RECOVERED AS DESCRIBED.
 BC1542
 BC1542                          STATION RECOVERY (2005)
 BC1542
 BC1542'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC1542'RECOVERED IN GOOD CONDITION.
 BC1542
 BC1542                          STATION RECOVERY (2014)
 BC1542
 BC1542'RECOVERY NOTE BY CITY OF FERNANDINA BEACH 2014 (TPG)
 BC1542'SET IN A CONCRETE CAP, RETAINING WALL
 BC1542
 BC1542                          STATION RECOVERY (2015)
 BC1542
 BC1542'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 BC1542'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1543 ***********************************************************************
 BC1543  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1543  DESIGNATION -  872 0030 TIDAL 2
 BC1543  PID         -  BC1543
 BC1543  STATE/COUNTY-  FL/NASSAU
 BC1543  COUNTRY     -  US
 BC1543  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC1543
 BC1543                         *CURRENT SURVEY CONTROL
 BC1543  ______________________________________________________________________
 BC1543* NAD 83(1986) POSITION- 30 40 13.4    (N) 081 27 55.1    (W)   HD_HELD2
 BC1543* NAVD 88 ORTHO HEIGHT -     1.618 (meters)        5.31  (feet) ADJUSTED
 BC1543  ______________________________________________________________________
 BC1543  GEOID HEIGHT    -        -28.493 (meters)                     GEOID18
 BC1543  DYNAMIC HEIGHT  -          1.616 (meters)        5.30  (feet) COMP
 BC1543  MODELED GRAVITY -    979,393.4   (mgal)                       NAVD 88
 BC1543
 BC1543  VERT ORDER      -  FIRST     CLASS II
 BC1543
 BC1543.The horizontal coordinates were established by autonomous hand held GPS
 BC1543.observations and have an estimated accuracy of +/- 10 meters.
 BC1543
 BC1543.The orthometric height was determined by differential leveling and
 BC1543.adjusted by the NATIONAL GEODETIC SURVEY
 BC1543.in June 1991.
 BC1543
 BC1543.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1543.GEOID18 height accuracy estimate available here.
 BC1543
 BC1543.This Tidal Bench Mark is designated as VM 648
 BC1543.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1543
 BC1543.Click photographs - Photos may exist for this station.
 BC1543
 BC1543.The dynamic height is computed by dividing the NAVD 88
 BC1543.geopotential number by the normal gravity value computed on the
 BC1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1543.degrees latitude (g = 980.6199 gals.).
 BC1543
 BC1543.The modeled gravity was interpolated from observed gravity values.
 BC1543
 BC1543;                    North         East    Units  Estimated Accuracy
 BC1543;SPC FL E     -   702,274.      155,412.      MT  (+/- 10 meters HH2 GPS)
 BC1543
 BC1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5542693166(NAD 83)
 BC1543
 BC1543                          SUPERSEDED SURVEY CONTROL
 BC1543
 BC1543  NGVD 29 (09/01/92)    1.965  (m)            6.45   (f) ADJUSTED    1 2
 BC1543
 BC1543.Superseded values are not recommended for survey control.
 BC1543
 BC1543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1543.See file dsdata.pdf to determine how the superseded data were derived.
 BC1543
 BC1543_MARKER: DD = SURVEY DISK
 BC1543_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1543_SP_SET: RETAINING WALL
 BC1543_STAMPING: NO 2 1974
 BC1543_MARK LOGO: NOS
 BC1543_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1543+STABILITY: SURFACE MOTION
 BC1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1543+SATELLITE: SATELLITE OBSERVATIONS - January 02, 2005
 BC1543
 BC1543  HISTORY     - Date     Condition        Report By
 BC1543  HISTORY     - 1974     MONUMENTED       NOS
 BC1543  HISTORY     - 1977     GOOD             FLDNR
 BC1543  HISTORY     - 1985     GOOD             FLDNR
 BC1543  HISTORY     - 1987     GOOD             FLDNR
 BC1543  HISTORY     - 19910516 GOOD             NGS
 BC1543  HISTORY     - 20021216 GOOD             USPSQD
 BC1543  HISTORY     - 20040624 GOOD             FLDEP
 BC1543  HISTORY     - 20050102 GOOD             USPSQD
 BC1543  HISTORY     - 20140528 GOOD             FBFBD
 BC1543  HISTORY     - 20150222 GOOD             PROFLN
 BC1543
 BC1543                          STATION DESCRIPTION
 BC1543
 BC1543'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1543'2.6 MI SE FROM FERNANDINA BEACH.
 BC1543'AT FERNANDINA BEACH AT THE FERNANDINA BEACH MARINA BOAT BASIN
 BC1543'AT THE FOOT OF ATLANTIC AVENUE. MARK IS SET IN CENTER OF CONCRETE
 BC1543'BULKHEAD AT SOUTHEAST CORNER OF FERNANDINA BEACH MARINA, 10.3
 BC1543'FEET NORTH OF NORTH SIDE OF BOAT LAUNCHING RAMP AT SOUTH SIDE
 BC1543'OF MARINA AND 43.0 FEET SOUTHWEST OF SOUTHWEST CORNER OF
 BC1543'PARKING LOT AT MARINA. MARK IS A NOS TIDAL BENCH MARK.
 BC1543
 BC1543                          STATION RECOVERY (1985)
 BC1543
 BC1543'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1543'RECOVERED IN GOOD CONDITION.
 BC1543
 BC1543                          STATION RECOVERY (1987)
 BC1543
 BC1543'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1543'RECOVERED AS DESCRIBED.
 BC1543
 BC1543                          STATION RECOVERY (1991)
 BC1543
 BC1543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC1543'IN FERNANDINA BEACH, AT 3 SOUTH FRONT STREET, IN A CONCRETE RETAINING
 BC1543'WALL ALONG THE EAST BANK OF AMELIA RIVER, 81.1 M (266.1 FT) SOUTH OF
 BC1543'BENCH MARK 872 0030 TIDAL 1, 3.4 M (11.2 FT) NORTH OF THE NORTH EDGE
 BC1543'OF A BOAT RAMP, 3.0 M (9.8 FT) NORTHWEST OF THE SOUTHWEST CORNER OG
 BC1543'THE AMELIA ISLAND CHARTER BOAT OFFICE AT 3 SOUTH FRONT STREET, AND
 BC1543'1.0 M (3.3 FT) ABOVE THE LEVEL OF THE STREET.
 BC1543
 BC1543                          STATION RECOVERY (2002)
 BC1543
 BC1543'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGT)
 BC1543'RECOVERED IN GOOD CONDITION.
 BC1543
 BC1543                          STATION RECOVERY (2004)
 BC1543
 BC1543'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1543'RECOVERED AS DESCRIBED.
 BC1543
 BC1543                          STATION RECOVERY (2005)
 BC1543
 BC1543'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC1543'RECOVERED IN GOOD CONDITION.
 BC1543
 BC1543                          STATION RECOVERY (2014)
 BC1543
 BC1543'RECOVERY NOTE BY CITY OF FERNANDINA BEACH 2014 (TPG)
 BC1543'MARK IS SET IN THE CENTER OF A CONCRETE BULKHEAD.
 BC1543
 BC1543                          STATION RECOVERY (2015)
 BC1543
 BC1543'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 BC1543'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0171 ***********************************************************************
 BC0171  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0171  DESIGNATION -  872 0030 TIDAL 22
 BC0171  PID         -  BC0171
 BC0171  STATE/COUNTY-  FL/NASSAU
 BC0171  COUNTRY     -  US
 BC0171  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC0171
 BC0171                         *CURRENT SURVEY CONTROL
 BC0171  ______________________________________________________________________
 BC0171* NAD 83(1986) POSITION- 30 40 06.     (N) 081 27 37.     (W)   SCALED
 BC0171* NAVD 88 ORTHO HEIGHT -     5.623 (meters)       18.45  (feet) ADJUSTED
 BC0171  ______________________________________________________________________
 BC0171  GEOID HEIGHT    -        -28.496 (meters)                     GEOID18
 BC0171  DYNAMIC HEIGHT  -          5.616 (meters)       18.43  (feet) COMP
 BC0171  MODELED GRAVITY -    979,393.9   (mgal)                       NAVD 88
 BC0171
 BC0171  VERT ORDER      -  FIRST     CLASS II
 BC0171
 BC0171.The horizontal coordinates were scaled from a map and have
 BC0171.an estimated accuracy of +/- 6 seconds.
 BC0171
 BC0171.The orthometric height was determined by differential leveling and
 BC0171.adjusted by the NATIONAL GEODETIC SURVEY
 BC0171.in May 1994.
 BC0171
 BC0171.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0171.GEOID18 height accuracy estimate available here.
 BC0171
 BC0171.This Tidal Bench Mark is designated as VM 639
 BC0171.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0171
 BC0171.Click photographs - Photos may exist for this station.
 BC0171
 BC0171.The dynamic height is computed by dividing the NAVD 88
 BC0171.geopotential number by the normal gravity value computed on the
 BC0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0171.degrees latitude (g = 980.6199 gals.).
 BC0171
 BC0171.The modeled gravity was interpolated from observed gravity values.
 BC0171
 BC0171;                    North         East    Units  Estimated Accuracy
 BC0171;SPC FL E     -   702,040.      155,890.      MT  (+/- 180 meters Scaled)
 BC0171
 BC0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP559929(NAD 83)
 BC0171
 BC0171                          SUPERSEDED SURVEY CONTROL
 BC0171
 BC0171  NAVD 88 (06/15/91)    5.625  (m)           18.45   (f) SUPERSEDED  1 2
 BC0171  NGVD 29 (??/??/92)    5.971  (m)           19.59   (f) SUPERSEDED  1 2
 BC0171  NGVD 29 (09/01/92)    5.971  (m)           19.59   (f) ADJUSTED    1 2
 BC0171
 BC0171.Superseded values are not recommended for survey control.
 BC0171
 BC0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0171.See file dsdata.pdf to determine how the superseded data were derived.
 BC0171
 BC0171_MARKER: Z = SEE DESCRIPTION
 BC0171_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BC0171_STAMPING: NONE
 BC0171_MARK LOGO: NONE
 BC0171_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0171_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0171+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2014
 BC0171
 BC0171  HISTORY     - Date     Condition        Report By
 BC0171  HISTORY     - UNK      MONUMENTED       USGS
 BC0171  HISTORY     - 1975     GOOD             NGS
 BC0171  HISTORY     - 1977     GOOD             FLDNR
 BC0171  HISTORY     - 1985     GOOD             FLDNR
 BC0171  HISTORY     - 19910425 GOOD             NGS
 BC0171  HISTORY     - 20040624 GOOD             FLDEP
 BC0171  HISTORY     - 20050102 MARK NOT FOUND   USPSQD
 BC0171  HISTORY     - 20140528 GOOD             FBFBD
 BC0171
 BC0171                          STATION DESCRIPTION
 BC0171
 BC0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0171'AT FERNANDINA BEACH.
 BC0171'AT FERNANDINA BEACH, AT THE NORTHEAST CORNER OF SIXTH AND
 BC0171'BEECH STREET, 8 INCHES SOUTH OF A BRICK PILLAR AT THE SOUTHWEST
 BC0171'CORNER OF HOUSE 130 SIXTH STREET, 8 FEET EAST OF THE NORTHWEST
 BC0171'CORNER OF THE BRICK FOUNDATION OF PORCH, AND IS THE CENTER OF A
 BC0171'GRANITE POST WITH THE LETTERS USGS CUT IN THE TOP AND PROJECTING
 BC0171'1 INCH.  SEC 23, T 3 N, R 28 E
 BC0171
 BC0171                          STATION RECOVERY (1977)
 BC0171
 BC0171'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0171'RECOVERED IN GOOD CONDITION.
 BC0171
 BC0171                          STATION RECOVERY (1985)
 BC0171
 BC0171'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0171'RECOVERED IN GOOD CONDITION.
 BC0171
 BC0171                          STATION RECOVERY (1991)
 BC0171
 BC0171'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0171'IN FERNANDINA BEACH, A 6-INCH SQUARE GRANITE POST IN THE SOUTH LAWN
 BC0171'OF A HOUSE AT 130 SOUTH 6TH STREET, 14.4 M (47.2 FT) EAST OF THE
 BC0171'STREET CENTER, 2.9 M (9.5 FT) NORTH OF THE NORTH EDGE OF A SIDEWALK,
 BC0171'2.2 M (7.2 FT) EAST OF THE SOUTHWEST CORNER OF A PORCH, 0.3 M (1.0
 BC0171'FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE HOUSE, AND THE MONUMENT
 BC0171'IS 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.  NOTE--THE LETTERS
 BC0171'U.S.B.M. ARE CUT IN THE MONUMENT.  THE POINT LEVELED TO WAS THE
 BC0171'CENTER OF THE MONUMENT.
 BC0171
 BC0171                          STATION RECOVERY (2004)
 BC0171
 BC0171'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0171'RECOVERED AS DESCRIBED.
 BC0171
 BC0171                          STATION RECOVERY (2005)
 BC0171
 BC0171'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC0171'MARK NOT FOUND.
 BC0171
 BC0171                          STATION RECOVERY (2014)
 BC0171
 BC0171'RECOVERY NOTE BY CITY OF FERNANDINA BEACH 2014 (TPG)
 BC0171'AT THE NORTHEAST CORNER OF 6TH STREET AND BEECH STREET, AT THE
 BC0171'SOUTHWEST CORNER OF THE RESIDENCE AT 130 6TH STREET
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0711 ***********************************************************************
 BC0711  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0711  DESIGNATION -  872 0030 TIDAL 33
 BC0711  PID         -  BC0711
 BC0711  STATE/COUNTY-  FL/NASSAU
 BC0711  COUNTRY     -  US
 BC0711  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC0711
 BC0711                         *CURRENT SURVEY CONTROL
 BC0711  ______________________________________________________________________
 BC0711* NAD 83(1986) POSITION- 30 40 26.     (N) 081 27 53.     (W)   SCALED
 BC0711* NAVD 88 ORTHO HEIGHT -     1.496 (meters)        4.91  (feet) ADJUSTED
 BC0711  ______________________________________________________________________
 BC0711  GEOID HEIGHT    -        -28.494 (meters)                     GEOID18
 BC0711  DYNAMIC HEIGHT  -          1.494 (meters)        4.90  (feet) COMP
 BC0711  MODELED GRAVITY -    979,393.8   (mgal)                       NAVD 88
 BC0711
 BC0711  VERT ORDER      -  FIRST     CLASS I
 BC0711
 BC0711.The horizontal coordinates were scaled from a map and have
 BC0711.an estimated accuracy of +/- 6 seconds.
 BC0711
 BC0711.The orthometric height was determined by differential leveling and
 BC0711.adjusted by the NATIONAL GEODETIC SURVEY
 BC0711.in June 1991.
 BC0711
 BC0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0711.GEOID18 height accuracy estimate available here.
 BC0711
 BC0711.This Tidal Bench Mark is designated as VM 643
 BC0711.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0711
 BC0711.Click photographs - Photos may exist for this station.
 BC0711
 BC0711.The dynamic height is computed by dividing the NAVD 88
 BC0711.geopotential number by the normal gravity value computed on the
 BC0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0711.degrees latitude (g = 980.6199 gals.).
 BC0711
 BC0711.The modeled gravity was interpolated from observed gravity values.
 BC0711
 BC0711;                    North         East    Units  Estimated Accuracy
 BC0711;SPC FL E     -   702,660.      155,470.      MT  (+/- 180 meters Scaled)
 BC0711
 BC0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP554935(NAD 83)
 BC0711
 BC0711                          SUPERSEDED SURVEY CONTROL
 BC0711
 BC0711.No superseded survey control is available for this station.
 BC0711
 BC0711_MARKER: DB = BENCH MARK DISK
 BC0711_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC0711+WITH SETTING: PAVEMENT
 BC0711_SP_SET: BASE
 BC0711_STAMPING: 33 1923
 BC0711_MARK LOGO: CGS
 BC0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0711+STABILITY: SURFACE MOTION
 BC0711
 BC0711  HISTORY     - Date     Condition        Report By
 BC0711  HISTORY     - 1923     MONUMENTED       CGS
 BC0711  HISTORY     - 1975     GOOD             NGS
 BC0711  HISTORY     - 19910425 MARK NOT FOUND   NGS
 BC0711  HISTORY     - 20030111 MARK NOT FOUND   FLDEP
 BC0711
 BC0711                          STATION DESCRIPTION
 BC0711
 BC0711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0711'AT FERNANDINA.
 BC0711'AT THE TEXAS OIL COMPANY TANKS NEAR THE RAILROAD AND BETWEEN
 BC0711'DADE AND CALHOUN STREETS, IN THE CONCRETE BASE LEDGE OF THE
 BC0711'FOUNDATION ON THE NORTH SIDE OF THE BRICK SUPPORTING WALL FOR
 BC0711'A LARGE OIL TANK, 253 FEET SOUTH OF DADE STREET, 73.4 FEET WEST
 BC0711'OF THE CENTER LINE OF NORTH FRONT STREET, 5 FEET EAST OF THE
 BC0711'NORTHWEST CORNER OF THE BRICK WALL, ABOUT LEVEL WITH THE GROUND.
 BC0711'SECTION 21, T 3 N, R 28 E
 BC0711
 BC0711                          STATION RECOVERY (1991)
 BC0711
 BC0711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0711'THE OIL TANK AT THE DESCRIBED LOCATION HAS BEEN REMOVED.  ASSUMED
 BC0711'DESTROYED.
 BC0711
 BC0711                          STATION RECOVERY (2003)
 BC0711
 BC0711'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC0711'SEARCHED FOR, NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0166 ***********************************************************************
 BC0166  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0166  DESIGNATION -  872 0030 TIDAL 34
 BC0166  PID         -  BC0166
 BC0166  STATE/COUNTY-  FL/NASSAU
 BC0166  COUNTRY     -  US
 BC0166  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC0166
 BC0166                         *CURRENT SURVEY CONTROL
 BC0166  ______________________________________________________________________
 BC0166* NAD 83(1986) POSITION- 30 40 21.7    (N) 081 27 49.6    (W)   HD_HELD2
 BC0166* NAVD 88 ORTHO HEIGHT -     3.086 (meters)       10.12  (feet) ADJUSTED
 BC0166  ______________________________________________________________________
 BC0166  GEOID HEIGHT    -        -28.494 (meters)                     GEOID18
 BC0166  DYNAMIC HEIGHT  -          3.082 (meters)       10.11  (feet) COMP
 BC0166  MODELED GRAVITY -    979,393.7   (mgal)                       NAVD 88
 BC0166
 BC0166  VERT ORDER      -  FIRST     CLASS II
 BC0166
 BC0166.The horizontal coordinates were established by autonomous hand held GPS
 BC0166.observations and have an estimated accuracy of +/- 10 meters.
 BC0166
 BC0166.The orthometric height was determined by differential leveling and
 BC0166.adjusted by the NATIONAL GEODETIC SURVEY
 BC0166.in June 1991.
 BC0166
 BC0166.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0166.GEOID18 height accuracy estimate available here.
 BC0166
 BC0166.This Tidal Bench Mark is designated as VM 636
 BC0166.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0166
 BC0166.Click photographs - Photos may exist for this station.
 BC0166
 BC0166.The dynamic height is computed by dividing the NAVD 88
 BC0166.geopotential number by the normal gravity value computed on the
 BC0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0166.degrees latitude (g = 980.6199 gals.).
 BC0166
 BC0166.The modeled gravity was interpolated from observed gravity values.
 BC0166
 BC0166;                    North         East    Units  Estimated Accuracy
 BC0166;SPC FL E     -   702,529.      155,559.      MT  (+/- 10 meters HH2 GPS)
 BC0166
 BC0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5557493420(NAD 83)
 BC0166
 BC0166                          SUPERSEDED SURVEY CONTROL
 BC0166
 BC0166  NGVD 29 (??/??/92)    3.439  (m)           11.28   (f) SUPERSEDED  1 2
 BC0166  NGVD 29 (09/01/92)    3.432  (m)           11.26   (f) ADJUSTED    1 2
 BC0166
 BC0166.Superseded values are not recommended for survey control.
 BC0166
 BC0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0166.See file dsdata.pdf to determine how the superseded data were derived.
 BC0166
 BC0166_MARKER: DB = BENCH MARK DISK
 BC0166_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC0166_SP_SET: BUILDING WALL
 BC0166_STAMPING: 34 1923
 BC0166_MARK LOGO: CGS
 BC0166_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0166_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0166_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0166+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2022
 BC0166
 BC0166  HISTORY     - Date     Condition        Report By
 BC0166  HISTORY     - 1923     MONUMENTED       CGS
 BC0166  HISTORY     - 1975     GOOD             NGS
 BC0166  HISTORY     - 1977     GOOD             FLDNR
 BC0166  HISTORY     - 1985     GOOD             FLDNR
 BC0166  HISTORY     - 1987     GOOD             FLDNR
 BC0166  HISTORY     - 19910420 GOOD             NGS
 BC0166  HISTORY     - 20021216 GOOD             USPSQD
 BC0166  HISTORY     - 20040624 GOOD             FLDEP
 BC0166  HISTORY     - 20050102 GOOD             USPSQD
 BC0166  HISTORY     - 20120710 GOOD             FBFBD
 BC0166  HISTORY     - 20140528 GOOD             FBFBD
 BC0166  HISTORY     - 20150221 GOOD             PROFLN
 BC0166  HISTORY     - 20220221 GOOD             USPSQD
 BC0166
 BC0166                          STATION DESCRIPTION
 BC0166
 BC0166'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0166'AT FERNANDINA BEACH.
 BC0166'AT THE NORTHWEST CORNER OF ALACHUA STREET AND SECOND STREET
 BC0166'VERTICALLY IN THE EAST FACE AT THE SOUTHEAST CORNER OF THE
 BC0166'COURT HOUSE BUILDING, 30 FEET WEST OF THE CENTER LINE OF NORTH
 BC0166'2ND STREET, 32.5 FEET NORTH OF THE CENTER LINE OF ALACHUA STREET,
 BC0166'ABOUT 3.2 FEET ABOVE THE LEVEL OF THE GROUND.  SEC 22, T 3 N,
 BC0166'R 28 E
 BC0166
 BC0166                          STATION RECOVERY (1977)
 BC0166
 BC0166'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0166'RECOVERED IN GOOD CONDITION.
 BC0166
 BC0166                          STATION RECOVERY (1985)
 BC0166
 BC0166'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0166'RECOVERED IN GOOD CONDITION.
 BC0166
 BC0166                          STATION RECOVERY (1987)
 BC0166
 BC0166'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC0166'RECOVERED AS DESCRIBED.
 BC0166
 BC0166                          STATION RECOVERY (1991)
 BC0166
 BC0166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0166'IN FERNANDINA BEACH, SET VERTICALLY IN THE EAST FACE OF THE STANDARD
 BC0166'MARINE SUPPLY CORPORATION AT 101 NORTH 2ND STREET, 9.2 M (30.2 FT)
 BC0166'WEST OF THE STREET CENTER, 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE
 BC0166'STREET, AND 0.3 M (1.0 FT) NORTH OF THE SOUTHEAST CORNER OF THE
 BC0166'BUILDING.
 BC0166
 BC0166                          STATION RECOVERY (2002)
 BC0166
 BC0166'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGT)
 BC0166'RECOVERED IN GOOD CONDITION.
 BC0166
 BC0166                          STATION RECOVERY (2004)
 BC0166
 BC0166'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0166'RECOVERED AS DESCRIBED.
 BC0166
 BC0166                          STATION RECOVERY (2005)
 BC0166
 BC0166'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC0166'RECOVERED IN GOOD CONDITION.
 BC0166
 BC0166                          STATION RECOVERY (2012)
 BC0166
 BC0166'RECOVERY NOTE BY CITY OF FERNANDINA BEACH 2012 (RWS)
 BC0166'RECOVERED AS DESCRIBED
 BC0166
 BC0166                          STATION RECOVERY (2014)
 BC0166
 BC0166'RECOVERY NOTE BY CITY OF FERNANDINA BEACH 2014 (TPG)
 BC0166'SET VERTICALLY IN THE EAST FACE OF THE BUILDING ON 101 NORTH 2ND
 BC0166'STREET.
 BC0166
 BC0166                          STATION RECOVERY (2015)
 BC0166
 BC0166'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 BC0166'THE BUILDING IS NOW STANDARD MARINE SUPPLY CORPORATION.
 BC0166
 BC0166                          STATION RECOVERY (2022)
 BC0166
 BC0166'RECOVERY NOTE BY US POWER SQUADRON 2022 (STH)
 BC0166'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0160 ***********************************************************************
 BC0160  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0160  DESIGNATION -  872 0030 TIDAL 36
 BC0160  PID         -  BC0160
 BC0160  STATE/COUNTY-  FL/NASSAU
 BC0160  COUNTRY     -  US
 BC0160  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC0160
 BC0160                         *CURRENT SURVEY CONTROL
 BC0160  ______________________________________________________________________
 BC0160* NAD 83(1986) POSITION- 30 40 11.7    (N) 081 27 50.4    (W)   HD_HELD2
 BC0160* NAVD 88 ORTHO HEIGHT -     3.766 (meters)       12.36  (feet) ADJUSTED
 BC0160  ______________________________________________________________________
 BC0160  GEOID HEIGHT    -        -28.494 (meters)                     GEOID18
 BC0160  DYNAMIC HEIGHT  -          3.761 (meters)       12.34  (feet) COMP
 BC0160  MODELED GRAVITY -    979,393.3   (mgal)                       NAVD 88
 BC0160
 BC0160  VERT ORDER      -  FIRST     CLASS II
 BC0160
 BC0160.The horizontal coordinates were established by autonomous hand held GPS
 BC0160.observations and have an estimated accuracy of +/- 10 meters.
 BC0160
 BC0160.The orthometric height was determined by differential leveling and
 BC0160.adjusted by the NATIONAL GEODETIC SURVEY
 BC0160.in June 1991.
 BC0160
 BC0160.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0160.GEOID18 height accuracy estimate available here.
 BC0160
 BC0160.This Tidal Bench Mark is designated as VM 649
 BC0160.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0160
 BC0160.Click photographs - Photos may exist for this station.
 BC0160
 BC0160.The dynamic height is computed by dividing the NAVD 88
 BC0160.geopotential number by the normal gravity value computed on the
 BC0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0160.degrees latitude (g = 980.6199 gals.).
 BC0160
 BC0160.The modeled gravity was interpolated from observed gravity values.
 BC0160
 BC0160;                    North         East    Units  Estimated Accuracy
 BC0160;SPC FL E     -   702,221.      155,536.      MT  (+/- 10 meters HH2 GPS)
 BC0160
 BC0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5555193113(NAD 83)
 BC0160
 BC0160                          SUPERSEDED SURVEY CONTROL
 BC0160
 BC0160  NGVD 29 (??/??/92)    4.118  (m)           13.51   (f) SUPERSEDED  1 2
 BC0160  NGVD 29 (09/01/92)    4.113  (m)           13.49   (f) ADJUSTED    1 2
 BC0160
 BC0160.Superseded values are not recommended for survey control.
 BC0160
 BC0160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0160.See file dsdata.pdf to determine how the superseded data were derived.
 BC0160
 BC0160_MARKER: DB = BENCH MARK DISK
 BC0160_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC0160_SP_SET: BUILDING
 BC0160_STAMPING: 36 1923
 BC0160_MARK LOGO: CGS
 BC0160_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0160_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0160+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2015
 BC0160
 BC0160  HISTORY     - Date     Condition        Report By
 BC0160  HISTORY     - 1923     MONUMENTED       CGS
 BC0160  HISTORY     - 1975     GOOD             NGS
 BC0160  HISTORY     - 1977     GOOD             FLDNR
 BC0160  HISTORY     - 1985     GOOD             FLDNR
 BC0160  HISTORY     - 19910420 GOOD             NGS
 BC0160  HISTORY     - 20040624 GOOD             FLDEP
 BC0160  HISTORY     - 20050102 GOOD             USPSQD
 BC0160  HISTORY     - 20120703 GOOD             FBFBD
 BC0160  HISTORY     - 20140528 GOOD             FBFBD
 BC0160  HISTORY     - 20150222 GOOD             PROFLN
 BC0160
 BC0160                          STATION DESCRIPTION
 BC0160
 BC0160'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0160'AT FERNANDINA.
 BC0160'SET VERTICALLY IN THE NORTH FACE OF CITY HALL AT THE CORNER
 BC0160'OF ASH AND SECOND STREET, 29.5 FEET EAST OF THE EAST CURB OF
 BC0160'SECOND STREET, 24.7 FEET SOUTH OF THE SOUTH CURB OF ASH STREET,
 BC0160'15.0 FEET EAST OF THE NORTHWEST CORNER, 2.2 FEET WEST OF THE
 BC0160'WEST ENTRANCE INTO CITY HALL, ABOUT 4 FEET ABOVE THE LEVEL OF
 BC0160'THE GROUND.  SEC 22, T 3 N, R 28 E
 BC0160
 BC0160                          STATION RECOVERY (1977)
 BC0160
 BC0160'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0160'RECOVERED IN GOOD CONDITION.
 BC0160
 BC0160                          STATION RECOVERY (1985)
 BC0160
 BC0160'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0160'RECOVERED IN GOOD CONDITION.
 BC0160
 BC0160                          STATION RECOVERY (1991)
 BC0160
 BC0160'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0160'IN FERNANDINA BEACH, SET VERTICALLY IN THE NORTH FACE OF THE CITY
 BC0160'HALL AT 204 ASH STREET, 11.7 M (38.4 FT) SOUTH OF THE CENTER OF THE
 BC0160'STREET, 4.6 M (15.1 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING,
 BC0160'AND 1.2 M (3.9 FT) ABOVE THE LEVEL OF THE STREET.  NOTE--THE STAMPING
 BC0160'IS ILLEGIBLE.
 BC0160
 BC0160                          STATION RECOVERY (2004)
 BC0160
 BC0160'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0160'RECOVERED AS DESCRIBED.
 BC0160'
 BC0160'NOTE-READING ON DISK IS ILLEGIBLE.
 BC0160
 BC0160                          STATION RECOVERY (2005)
 BC0160
 BC0160'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC0160'RECOVERED IN GOOD CONDITION.
 BC0160
 BC0160                          STATION RECOVERY (2012)
 BC0160
 BC0160'RECOVERY NOTE BY CITY OF FERNANDINA BEACH 2012 (RWS)
 BC0160'RECOVERED AS DESCRIBED
 BC0160
 BC0160                          STATION RECOVERY (2014)
 BC0160
 BC0160'RECOVERY NOTE BY CITY OF FERNANDINA BEACH 2014 (TPG)
 BC0160'SET VERTICALLY IN THE NORTH FACE OF THE CITY HALL BUILDING AT THE
 BC0160'CORNER OF ASH AND 2ND STREET.
 BC0160
 BC0160                          STATION RECOVERY (2015)
 BC0160
 BC0160'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 BC0160'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0174 ***********************************************************************
 BC0174  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0174  DESIGNATION -  872 0030 TIDAL 37 RESET
 BC0174  PID         -  BC0174
 BC0174  STATE/COUNTY-  FL/NASSAU
 BC0174  COUNTRY     -  US
 BC0174  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC0174
 BC0174                         *CURRENT SURVEY CONTROL
 BC0174  ______________________________________________________________________
 BC0174* NAD 83(1986) POSITION- 30 40 15.0    (N) 081 27 30.5    (W)   HD_HELD2
 BC0174* NAVD 88 ORTHO HEIGHT -     7.924 (meters)       26.00  (feet) ADJUSTED
 BC0174  ______________________________________________________________________
 BC0174  GEOID HEIGHT    -        -28.497 (meters)                     GEOID18
 BC0174  DYNAMIC HEIGHT  -          7.914 (meters)       25.96  (feet) COMP
 BC0174  MODELED GRAVITY -    979,393.6   (mgal)                       NAVD 88
 BC0174
 BC0174  VERT ORDER      -  SECOND    CLASS I
 BC0174
 BC0174.The horizontal coordinates were established by autonomous hand held GPS
 BC0174.observations and have an estimated accuracy of +/- 10 meters.
 BC0174
 BC0174.The orthometric height was determined by differential leveling and
 BC0174.adjusted by the NATIONAL GEODETIC SURVEY
 BC0174.in December 2023.
 BC0174
 BC0174.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0174.GEOID18 height accuracy estimate available here.
 BC0174
 BC0174.This Tidal Bench Mark is designated as VM 645
 BC0174.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0174
 BC0174.Click photographs - Photos may exist for this station.
 BC0174
 BC0174.The dynamic height is computed by dividing the NAVD 88
 BC0174.geopotential number by the normal gravity value computed on the
 BC0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0174.degrees latitude (g = 980.6199 gals.).
 BC0174
 BC0174.The modeled gravity was interpolated from observed gravity values.
 BC0174
 BC0174;                    North         East    Units  Estimated Accuracy
 BC0174;SPC FL E     -   702,320.      156,067.      MT  (+/- 10 meters HH2 GPS)
 BC0174
 BC0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5608193212(NAD 83)
 BC0174
 BC0174                          SUPERSEDED SURVEY CONTROL
 BC0174
 BC0174  NAVD 88 (10/12/16)    7.942  (m)           26.06   (f) SUPERSEDED  1 2
 BC0174  NAVD 88 (05/20/94)    7.959  (m)           26.11   (f) SUPERSEDED  1 2
 BC0174  NAVD 88 (06/15/91)    7.963  (m)           26.13   (f) SUPERSEDED  1 2
 BC0174  NGVD 29 (??/??/92)    8.326  (m)           27.32   (f) SUPERSEDED  1 2
 BC0174  NGVD 29 (09/01/92)    8.310  (m)           27.26   (f) ADJUSTED    1 2
 BC0174
 BC0174.Superseded values are not recommended for survey control.
 BC0174
 BC0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0174.See file dsdata.pdf to determine how the superseded data were derived.
 BC0174
 BC0174_MARKER: DB = BENCH MARK DISK
 BC0174_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC0174+WITH SETTING: PAVEMENT
 BC0174_SP_SET: CHURCH PARAPET
 BC0174_STAMPING: 37 RESET 1970
 BC0174_MARK LOGO: CGS
 BC0174_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0174+STABILITY: SURFACE MOTION
 BC0174_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0174+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2023
 BC0174
 BC0174  HISTORY     - Date     Condition        Report By
 BC0174  HISTORY     - 1970     MONUMENTED       NGS
 BC0174  HISTORY     - 1975     GOOD             NGS
 BC0174  HISTORY     - 1977     GOOD             FLDNR
 BC0174  HISTORY     - 1985     GOOD             FLDNR
 BC0174  HISTORY     - 19910420 GOOD             NGS
 BC0174  HISTORY     - 19920628 GOOD             FLDNR
 BC0174  HISTORY     - 20040624 GOOD             FLDEP
 BC0174  HISTORY     - 20050102 GOOD             USPSQD
 BC0174  HISTORY     - 20150222 GOOD             PROFLN
 BC0174  HISTORY     - 20190620 POOR             INDIV
 BC0174  HISTORY     - 20230522 GOOD             FLDEP
 BC0174
 BC0174                          STATION DESCRIPTION
 BC0174
 BC0174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0174'AT FERNANDINA BEACH.
 BC0174'AT FERNANDINA BEACH ALONG ATLANTIC AVENUE (STATE HIGHWAY A1A)
 BC0174'BETWEEN 8TH AND 9TH STREET, AT THE ENTRANCE TO THE ST. PETERS
 BC0174'EPISCOPAL CHURCH, 98.5 FEET EAST OF THE EAST CURB OF 8TH STREET,
 BC0174'138.5 FEET WEST OF THE WEST CURB OF 9TH STREET, 34 FEET NORTH OF
 BC0174'THE NORTH CURB OF ATLANTIC AVENUE, ON THE TOP OF THE EAST PARAPET
 BC0174'AT ENTRANCE TO THE CHURCH AND 3 FEET ABOVE THE LEVEL OF ATLANTIC
 BC0174'AVENUE.  SEC 22, T 3 N, R 28 E.  NOTE-- TIDAL STATION 1-3
 BC0174
 BC0174                          STATION RECOVERY (1977)
 BC0174
 BC0174'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0174'RECOVERED IN GOOD CONDITION.
 BC0174
 BC0174                          STATION RECOVERY (1985)
 BC0174
 BC0174'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0174'RECOVERED IN GOOD CONDITION.
 BC0174
 BC0174                          STATION RECOVERY (1991)
 BC0174
 BC0174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0174'IN FERNANDINA BEACH, AT THE INTERSECTION OF 8TH STREET AND ATLANTIC
 BC0174'AVENUE, IN THE EAST PARAPET OF THE SOUTH ENTRANCE TO THE BELL TOWER
 BC0174'FOR THE SAINT PETERS EPISCOPAL CHURCH, 33.7 M (110.6 FT) EAST OF THE
 BC0174'STREET CENTERLINE, 15.7 M (51.5 FT) NORTH OF THE AVENUE CENTERLINE,
 BC0174'1.4 M (4.6 FT) EAST OF THE CENTER OF THE ENTRANCE, AND 1.2 M (3.9 FT)
 BC0174'ABOVE THE LEVEL OF THE AVENUE.
 BC0174
 BC0174                          STATION RECOVERY (1992)
 BC0174
 BC0174'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC0174'THE MARK IS IN FERNANDINA BEACH AT THE SAINT PETERS EPISCOPAL CHURCH,
 BC0174'AT THE INTERSECTION OF ATLANTIC AVENUE AND 8TH STREET, IN SECTION 22,
 BC0174'T 3 N, R 28 E. TO REACH THE MARK FROM THE COURTHOUSE IN FERNANDINA
 BC0174'BEACH, GO EAST-SOUTHEAST ON ATLANTIC AVENUE FOR 0.20 MI (0.32 KM) TO
 BC0174'THE INTERSECTION OF 8TH STREET AND THE MARK ON THE LEFT SET IN THE TOP
 BC0174'OF THE EAST PARAPET OF THE SOUTH ENTRANCE TO THE BELL TOWER, 3.9 FT
 BC0174'(1.2 M) ABOVE THE LEVEL OF THE ROADS AND 2.7 FT (0.8 M) ABOVE THE
 BC0174'LEVEL OF THE GROUND. LOCATED 110.6 FT (33.7 M) FROM THE CENTERLINE OF
 BC0174'8TH STREET, 51.5 FT (15.7 M) NORTH OF THE CENTERLINE OF ATLANTIC
 BC0174'AVENUE AND 4.6 FT (1.4 M) EAST OF THE CENTER OF THE ENTRANCE.
 BC0174
 BC0174                          STATION RECOVERY (2004)
 BC0174
 BC0174'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0174'RECOVERED AS DESCRIBED.
 BC0174
 BC0174                          STATION RECOVERY (2005)
 BC0174
 BC0174'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC0174'RECOVERED IN GOOD CONDITION.
 BC0174
 BC0174                          STATION RECOVERY (2015)
 BC0174
 BC0174'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 BC0174'RECOVERED IN GOOD CONDITION.
 BC0174
 BC0174                          STATION RECOVERY (2019)
 BC0174
 BC0174'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (MLH)
 BC0174'ELEVATION APPEARS TO HAVE CHANGED BASED ON PID BC0154 D 144.
 BC0174
 BC0174                          STATION RECOVERY (2023)
 BC0174
 BC0174'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (PP)
 BC0174'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0175 ***********************************************************************
 BC0175  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0175  DESIGNATION -  872 0030 TIDAL 38
 BC0175  PID         -  BC0175
 BC0175  STATE/COUNTY-  FL/NASSAU
 BC0175  COUNTRY     -  US
 BC0175  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC0175
 BC0175                         *CURRENT SURVEY CONTROL
 BC0175  ______________________________________________________________________
 BC0175* NAD 83(1986) POSITION- 30 40 13.7    (N) 081 27 27.2    (W)   HD_HELD2
 BC0175* NAVD 88 ORTHO HEIGHT -     8.162 (meters)       26.78  (feet) ADJUSTED
 BC0175  ______________________________________________________________________
 BC0175  GEOID HEIGHT    -        -28.498 (meters)                     GEOID18
 BC0175  DYNAMIC HEIGHT  -          8.152 (meters)       26.75  (feet) COMP
 BC0175  MODELED GRAVITY -    979,393.6   (mgal)                       NAVD 88
 BC0175
 BC0175  VERT ORDER      -  FIRST     CLASS II
 BC0175
 BC0175.The horizontal coordinates were established by autonomous hand held GPS
 BC0175.observations and have an estimated accuracy of +/- 10 meters.
 BC0175
 BC0175.The orthometric height was determined by differential leveling and
 BC0175.adjusted by the NATIONAL GEODETIC SURVEY
 BC0175.in October 2016.
 BC0175
 BC0175.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0175.GEOID18 height accuracy estimate available here.
 BC0175
 BC0175.This Tidal Bench Mark is designated as VM 644
 BC0175.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0175
 BC0175.Click photographs - Photos may exist for this station.
 BC0175
 BC0175.The dynamic height is computed by dividing the NAVD 88
 BC0175.geopotential number by the normal gravity value computed on the
 BC0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0175.degrees latitude (g = 980.6199 gals.).
 BC0175
 BC0175.The modeled gravity was interpolated from observed gravity values.
 BC0175
 BC0175;                    North         East    Units  Estimated Accuracy
 BC0175;SPC FL E     -   702,280.      156,154.      MT  (+/- 10 meters HH2 GPS)
 BC0175
 BC0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5616993172(NAD 83)
 BC0175
 BC0175                          SUPERSEDED SURVEY CONTROL
 BC0175
 BC0175  NAVD 88 (06/15/91)    8.167  (m)           26.79   (f) SUPERSEDED  1 2
 BC0175  NGVD 29 (??/??/92)    8.515  (m)           27.94   (f) SUPERSEDED  1 2
 BC0175  NGVD 29 (09/01/92)    8.515  (m)           27.94   (f) ADJUSTED    1 2
 BC0175
 BC0175.Superseded values are not recommended for survey control.
 BC0175
 BC0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0175.See file dsdata.pdf to determine how the superseded data were derived.
 BC0175
 BC0175_MARKER: DB = BENCH MARK DISK
 BC0175_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC0175_SP_SET: BUILDING
 BC0175_STAMPING: 38 1923
 BC0175_MARK LOGO: CGS
 BC0175_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0175_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0175+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2012
 BC0175
 BC0175  HISTORY     - Date     Condition        Report By
 BC0175  HISTORY     - 1923     MONUMENTED       CGS
 BC0175  HISTORY     - 1975     GOOD             NGS
 BC0175  HISTORY     - 1977     GOOD             FLDNR
 BC0175  HISTORY     - 1985     GOOD             FLDNR
 BC0175  HISTORY     - 19910420 GOOD             NGS
 BC0175  HISTORY     - 20040624 GOOD             FLDEP
 BC0175  HISTORY     - 20120710 GOOD             FBFBD
 BC0175  HISTORY     - 20140528 GOOD             FBFBD
 BC0175  HISTORY     - 20150221 GOOD             PROFLN
 BC0175  HISTORY     - 20220221 GOOD             USPSQD
 BC0175
 BC0175                          STATION DESCRIPTION
 BC0175
 BC0175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0175'AT FERNANDINA BEACH.
 BC0175'SET VERTICALLY AT THE NORTHWEST CORNER IN THE NORTH FACE OF AN OLD
 BC0175'MASONIC HALL (1886), AT ATLANTIC AVENUE AND SOUTH 10 TH STREET,
 BC0175'ADRESS-914 ATLANTIC AVENUE, 97.0 FEET WEST OF THE WEST CURB
 BC0175'OF SOUTH 10TH STREET, 34.0 FEET SOUTH OF THE SOUTH CURB OF
 BC0175'ATLANTIC AVENUE, 1.4 FEET EAST OF NORTHWEST CORNER, ABOUT 4.4
 BC0175'FEET ABOVE THE LEVEL OF THE SIDEWALK.  SEC 22, T 3 N, R 28 E
 BC0175
 BC0175                          STATION RECOVERY (1977)
 BC0175
 BC0175'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0175'RECOVERED IN GOOD CONDITION.
 BC0175
 BC0175                          STATION RECOVERY (1985)
 BC0175
 BC0175'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0175'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS LOCATED IN THE
 BC0175'NORTHWEST CORNER OF THE OLD SCHOOL HOUSE 1886 BUILDING, LOCATED AT
 BC0175'914 ATLANTIC AVENUE.
 BC0175
 BC0175                          STATION RECOVERY (1991)
 BC0175
 BC0175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0175'IN FERNANDINA BEACH, SET VERTICALLY IN THE NORTH FACE OF A SCHOOL
 BC0175'HOUSE (VACANT) AT 914 ATLANTIC AVENUE, 15.8 M (51.8 FT) SOUTH OF THE
 BC0175'AVENUE CENTERLINE, 2.0 M (6.6 FT) ABOVE THE LEVEL OF THE AVENUE, AND
 BC0175'0.4 M (1.3 FT) EAST OF THE NORTHWEST CORNER OF THE BUILDING.
 BC0175'NOTE--THE STAMPING IS BARELY LEGIBLE.
 BC0175
 BC0175                          STATION RECOVERY (2004)
 BC0175
 BC0175'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0175'RECOVERED AS DESCRIBED.
 BC0175'
 BC0175'NOTE - THE ADDRESS OF THE BUILDING IS 914 ATLANTIC AVENUE.
 BC0175
 BC0175                          STATION RECOVERY (2012)
 BC0175
 BC0175'RECOVERY NOTE BY CITY OF FERNANDINA BEACH 2012 (RWS)
 BC0175'RECOVERED AS DESCRIBED
 BC0175
 BC0175                          STATION RECOVERY (2014)
 BC0175
 BC0175'RECOVERY NOTE BY CITY OF FERNANDINA BEACH 2014 (TPG)
 BC0175'SET VERTICALLY IN THE NORTH FACE OF A SCHOOL BUILDING AT 914 ATLANTIC
 BC0175'AVENUE
 BC0175
 BC0175                          STATION RECOVERY (2015)
 BC0175
 BC0175'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 BC0175'RECOVERED IN GOOD CONDITION.
 BC0175
 BC0175                          STATION RECOVERY (2022)
 BC0175
 BC0175'RECOVERY NOTE BY US POWER SQUADRON 2022 (STH)
 BC0175'LOCATED AT THE AMELIA SCHOOLHOUSE INN, 914 ATLANTIC AVENUE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0162 ***********************************************************************
 BC0162  DESIGNATION -  872 0030 TIDAL 39
 BC0162  PID         -  BC0162
 BC0162  STATE/COUNTY-  FL/NASSAU
 BC0162  COUNTRY     -  US
 BC0162  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC0162
 BC0162                         *CURRENT SURVEY CONTROL
 BC0162  ______________________________________________________________________
 BC0162* NAD 83(1986) POSITION- 30 40 19.82   (N) 081 27 54.13   (W)   HD_HELD1
 BC0162* NAVD 88 ORTHO HEIGHT -     1.561 (meters)        5.12  (feet) ADJUSTED
 BC0162  ______________________________________________________________________
 BC0162  GEOID HEIGHT    -        -28.493 (meters)                     GEOID18
 BC0162  DYNAMIC HEIGHT  -          1.559 (meters)        5.11  (feet) COMP
 BC0162  MODELED GRAVITY -    979,393.6   (mgal)                       NAVD 88
 BC0162
 BC0162  VERT ORDER      -  FIRST     CLASS II
 BC0162
 BC0162.The horizontal coordinates were determined by differentially corrected
 BC0162.hand held GPS observations or other comparable positioning techniques
 BC0162.and have an estimated accuracy of +/- 3 meters.
 BC0162
 BC0162.The orthometric height was determined by differential leveling and
 BC0162.adjusted by the NATIONAL GEODETIC SURVEY
 BC0162.in October 2016.
 BC0162
 BC0162.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0162.GEOID18 height accuracy estimate available here.
 BC0162
 BC0162.Click photographs - Photos may exist for this station.
 BC0162
 BC0162.The dynamic height is computed by dividing the NAVD 88
 BC0162.geopotential number by the normal gravity value computed on the
 BC0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0162.degrees latitude (g = 980.6199 gals.).
 BC0162
 BC0162.The modeled gravity was interpolated from observed gravity values.
 BC0162
 BC0162;                    North         East    Units  Estimated Accuracy
 BC0162;SPC FL E     -   702,471.2     155,438.2     MT  (+/- 3 meters HH1 GPS) 
 BC0162
 BC0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5545393363(NAD 83)
 BC0162
 BC0162                          SUPERSEDED SURVEY CONTROL
 BC0162
 BC0162  NAVD 88 (05/20/94)    1.589  (m)            5.21   (f) SUPERSEDED  1 2
 BC0162  NAVD 88 (06/15/91)    1.660  (m)            5.45   (f) SUPERSEDED  1 2
 BC0162  NGVD 29 (09/01/92)    1.936  (m)            6.35   (f) ADJUSTED    1 2
 BC0162
 BC0162.Superseded values are not recommended for survey control.
 BC0162
 BC0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0162.See file dsdata.pdf to determine how the superseded data were derived.
 BC0162
 BC0162_MARKER: DB = BENCH MARK DISK
 BC0162_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC0162_SP_SET: RETAINING WALL
 BC0162_STAMPING: 39 1938
 BC0162_MARK LOGO: CGS
 BC0162_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0162+STABILITY: SURFACE MOTION
 BC0162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0162+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2018
 BC0162
 BC0162  HISTORY     - Date     Condition        Report By
 BC0162  HISTORY     - 1938     MONUMENTED       FLDEP
 BC0162  HISTORY     - 1975     GOOD             NGS
 BC0162  HISTORY     - 1977     GOOD             FLDNR
 BC0162  HISTORY     - 19910420 GOOD             NGS
 BC0162  HISTORY     - 20021216 MARK NOT FOUND   USPSQD
 BC0162  HISTORY     - 20040624 GOOD             FLDEP
 BC0162  HISTORY     - 20050102 GOOD             USPSQD
 BC0162  HISTORY     - 20150222 GOOD             PROFLN
 BC0162  HISTORY     - 20180403 GOOD             FLDEP
 BC0162
 BC0162                          STATION DESCRIPTION
 BC0162
 BC0162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0162'AT FERNANDINA BEACH.
 BC0162'AT THE CITY DOCK ON THE GROUNDS OWNED BY THE ISLAND SEAFOOD
 BC0162'COMPANY, 80 YARDS NORTH OF THE EXTENDED CENTER LINE OF ATLANTIC
 BC0162'AVENUE, 18.2 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 BC0162'ISLAND SEAFOOD BUILDING, 3 FEET SOUTH OF AN ANGEL IN THE BULKHEAD,
 BC0162'2 FEET WEST OF A POWER POLE AT THE REAR OF THE BUILDING, 2.8
 BC0162'FEET SOUTH OF THE NORTH FENCE LINE, SET AT THE NORTHEAST CORNER
 BC0162'OF THE DOCK AND ABOUT LEVEL WITH ATLANTIC AVENUE.  SECTION 22,
 BC0162'T 3 N, R 28 E
 BC0162
 BC0162                          STATION RECOVERY (1977)
 BC0162
 BC0162'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0162'AT FERNANDINA BEACH AT THE FERNANDINA BEACH MARINA BOAT
 BC0162'BASIN AT THE FOOT OF ATLANTIC AVE, MARK IS SET IN CONCRETE
 BC0162'BULKHEAD AT NORTHEAST CORNER OF CITY DOCK. BENCH MARK IS
 BC0162'ABOUT 3 FEET SOUTH OF ANGLE IN BULKHEAD ABOUT 80 YARDS
 BC0162'NORTH OF EXTENDED CENTER LINE OF WEST END OF ATLANTIC
 BC0162'AVENUE, 50 FEET WEST OF NORTHWEST CORNER OF STORM WARNING TOWER
 BC0162'AND ABOUT 28 YARDS WEST OF WEST RAIL OF SEABOARD AIR LINE
 BC0162'RAILWAY.
 BC0162
 BC0162                          STATION RECOVERY (1991)
 BC0162
 BC0162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0162'IN FERNANDINA BEACH, AT THE INTERSECTION OF FRONT AND CENTRE STREETS,
 BC0162'IN TOP OF AND 0.1 M (0.3 FT) EAST OF THE WEST EDGE OF A CONCRETE
 BC0162'SEAWALL, 83.0 M (272.3 FT) NORTH OF THE EXTENDED CENTER OF CENTRE
 BC0162'STREET, 30.6 M (100.4 FT) WEST OF AND LEVEL WITH THE CENTER OF FRONT
 BC0162'STREET, AND 1.0 M (3.3 FT) SOUTH OF THE NORTHWEST CORNER OF A
 BC0162'SEAWALL.
 BC0162
 BC0162                          STATION RECOVERY (2002)
 BC0162
 BC0162'RECOVERY NOTE BY US POWER SQUADRON 2002 (CGT)
 BC0162'MARK NOT FOUND.
 BC0162
 BC0162                          STATION RECOVERY (2004)
 BC0162
 BC0162'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0162'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) EAST-NORTHEAST OF
 BC0162'HEDGES.
 BC0162'
 BC0162'5.7 MI NORTH OF AMELIA CITY AND IN THE TOWN OF FERNANDINA BEACH, FL.
 BC0162'
 BC0162'IT IS LOCATED 214.7 FT (65.4 M) NORTH-NORTHWEST OF THE NORTHWEST
 BC0162'CORNER OF THE MARINA RESTAURANT AND 115.0 FT (35.1 M) NORTHWEST OF THE
 BC0162'WESTERN MOST RAIL OF THE CSX RAILROAD.
 BC0162
 BC0162                          STATION RECOVERY (2005)
 BC0162
 BC0162'RECOVERY NOTE BY US POWER SQUADRON 2005 (JJR)
 BC0162'RECOVERED IN GOOD CONDITION.
 BC0162
 BC0162                          STATION RECOVERY (2015)
 BC0162
 BC0162'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 BC0162'RECOVERED IN GOOD CONDITION.
 BC0162
 BC0162                          STATION RECOVERY (2018)
 BC0162
 BC0162'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (JRH)
 BC0162'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1493 ***********************************************************************
 BC1493  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1493  DESIGNATION -  872 0051 A TIDAL
 BC1493  PID         -  BC1493
 BC1493  STATE/COUNTY-  FL/NASSAU
 BC1493  COUNTRY     -  US
 BC1493  USGS QUAD   -  SAINT MARYS (2017)
 BC1493
 BC1493                         *CURRENT SURVEY CONTROL
 BC1493  ______________________________________________________________________
 BC1493* NAD 83(1986) POSITION- 30 38 34.     (N) 081 31 31.     (W)   SCALED
 BC1493* NAVD 88 ORTHO HEIGHT -     4.322 (meters)       14.18  (feet) ADJUSTED
 BC1493  ______________________________________________________________________
 BC1493  GEOID HEIGHT    -        -28.448 (meters)                     GEOID18
 BC1493  DYNAMIC HEIGHT  -          4.316 (meters)       14.16  (feet) COMP
 BC1493  MODELED GRAVITY -    979,389.1   (mgal)                       NAVD 88
 BC1493
 BC1493  VERT ORDER      -  SECOND    CLASS I
 BC1493
 BC1493.The horizontal coordinates were scaled from a map and have
 BC1493.an estimated accuracy of +/- 6 seconds.
 BC1493
 BC1493.The orthometric height was determined by differential leveling and
 BC1493.adjusted by the NATIONAL GEODETIC SURVEY
 BC1493.in June 1991.
 BC1493
 BC1493.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1493.GEOID18 height accuracy estimate available here.
 BC1493
 BC1493.This Tidal Bench Mark is designated as VM 4987
 BC1493.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1493
 BC1493.Click photographs - Photos may exist for this station.
 BC1493
 BC1493.The dynamic height is computed by dividing the NAVD 88
 BC1493.geopotential number by the normal gravity value computed on the
 BC1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1493.degrees latitude (g = 980.6199 gals.).
 BC1493
 BC1493.The modeled gravity was interpolated from observed gravity values.
 BC1493
 BC1493;                    North         East    Units  Estimated Accuracy
 BC1493;SPC FL E     -   699,240.      149,650.      MT  (+/- 180 meters Scaled)
 BC1493
 BC1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP496901(NAD 83)
 BC1493
 BC1493                          SUPERSEDED SURVEY CONTROL
 BC1493
 BC1493  NGVD 29 (09/01/92)    4.666  (m)           15.31   (f) ADJUSTED    2 1
 BC1493
 BC1493.Superseded values are not recommended for survey control.
 BC1493
 BC1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1493.See file dsdata.pdf to determine how the superseded data were derived.
 BC1493
 BC1493_MARKER: DB = BENCH MARK DISK
 BC1493_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1493_STAMPING: 0051 A 1978
 BC1493_MARK LOGO: NOS
 BC1493_PROJECTION: RECESSED 8 CENTIMETERS
 BC1493_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1493+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 BC1493
 BC1493  HISTORY     - Date     Condition        Report By
 BC1493  HISTORY     - 1978     MONUMENTED       NOS
 BC1493  HISTORY     - 1978     GOOD             FLDNR
 BC1493  HISTORY     - 1978     GOOD             FLDNR
 BC1493  HISTORY     - 1979     GOOD             FLDNR
 BC1493  HISTORY     - 20040205 GOOD             FLDEP
 BC1493
 BC1493                          STATION DESCRIPTION
 BC1493
 BC1493'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1493'2.5 MI NW FROM O NEIL.
 BC1493'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1493'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1493'PROCEED NORTH 1.4 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1493'WITH PIRATES BLUFF ROAD, THENCE EAST ALONG PIRATES BLUFF ROAD 0.3
 BC1493'MILES TO ITS INTERSECTION WITH WATER ROAD, THENCE NORTH ALONG WATER
 BC1493'ROAD 150 FEET TO A DIRT DRIVE LEADING EAST AND THE MARK. MARK BEARS
 BC1493'153 FEET NORTH-NORTHWEST FROM THE INTERSECTION OF PIRATES BLUFF ROAD
 BC1493'AND WATER ROAD, 30.4 FEET EAST OF THE CENTERLINE OF WATER ROAD, 19
 BC1493'FEET NORTH OF THE CENTERLINE OF A DIRT DRIVE LEADING TO THE RESIDENCE
 BC1493'OF ARTHUR COLEMAN, MARK IS IN A CLUMP OF TREES.
 BC1493
 BC1493                          STATION RECOVERY (1978)
 BC1493
 BC1493'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1493'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1493'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1493'PROCEED NORTH 1.4 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1493'WITH PIRATES BLUFF ROAD, THENCE EAST ALONG PIRATES BLUFF ROAD 0.3
 BC1493'MILES TO ITS INTERSECTION WITH WATER ROAD, THENCE NORTH ALONG WATER
 BC1493'ROAD 150 FEET TO A DIRT DRIVE LEADING EAST AND THE MARK. MARK BEARS
 BC1493'153 FEET NORTH-NORTHWEST FROM THE INTERSECTION OF PIRATES BLUFF ROAD
 BC1493'AND WATER ROAD, 30.4 FEET EAST OF THE CENTERLINE OF WATER ROAD, 19
 BC1493'FEET NORTH OF THE CENTERLINE OF A DIRT DRIVE LEADING TO THE RESIDENCE
 BC1493'OF ARTHUR COLEMAN, MARK IS IN A CLUMP OF TREES.
 BC1493
 BC1493                          STATION RECOVERY (1979)
 BC1493
 BC1493'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1493'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1493'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1493'PROCEED NORTH 1.4 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1493'WITH PIRATES BLUFF ROAD, THENCE EAST ALONG PIRATES BLUFF ROAD 0.3
 BC1493'MILES TO ITS INTERSECTION WITH WATER ROAD, THENCE NORTH ALONG WATER
 BC1493'ROAD 150 FEET TO A DIRT DRIVE LEADING EAST AND THE MARK. MARK BEARS
 BC1493'153 FEET NORTH-NORTHWEST FROM THE INTERSECTION OF PIRATES BLUFF ROAD
 BC1493'AND WATER ROAD, 30.4 FEET EAST OF THE CENTERLINE OF WATER ROAD, 19
 BC1493'FEET NORTH OF THE CENTERLINE OF A DIRT DRIVE LEADING TO THE RESIDENCE
 BC1493'OF ARTHUR COLEMAN, MARK IS IN A CLUMP OF TREES.
 BC1493
 BC1493                          STATION RECOVERY (2004)
 BC1493
 BC1493'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1493'THE MARK IS ABOUT 2.5 MI (4.0 KM) NORTHWEST OF ONEIL, IN SECTION 38,
 BC1493'TOWNSHIP 3 NORTH, RANGE 28 EAST.
 BC1493'
 BC1493'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 BC1493'200) AND COUNTY ROAD 107 IN ONEIL, GO NORTHWEST ON STATE ROAD A1A FOR
 BC1493'0.9 MI (1.4 KM) TO THE INTERSECTION OF BLACKROCK ROAD.  TURN RIGHT ON
 BC1493'BLACKROCK ROAD AND GO NORTH FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF
 BC1493'PIRATES BLUFF ROAD ON THE RIGHT.  TURN RIGHT ON PIRATES BLUFF ROAD AND
 BC1493'GO EAST FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF WATER ROAD.  TURN LEFT
 BC1493'ON WATER ROAD AND GO NORTH FOR 150.0 FT (45.7 M) TO THE RESIDENCE AT
 BC1493'780 WATER ROAD AND THE MARK ON THE RIGHT, A DISK CRIMPED TO A ROD
 BC1493'DRIVEN INTO THE GROUND ENCASED IN A PVC PIPE INSIDE OF A CONCRETE
 BC1493'KICKBLOCK, RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND.
 BC1493'
 BC1493'LOCATED 153.0 FT (46.6 M) NORTH-NORTHWEST OF THE JUNCTION OF PIRATES
 BC1493'BLUFF ROAD AND WATER ROAD, 64.0 FT (19.5 M) NORTH OF A 24-INCH (61 CM)
 BC1493'OAK TREE, 30.4 FT (9.3 M) EAST OF THE APPROXIMATE CENTERLINE OF WATER
 BC1493'ROAD, 19.0 FT (5.8 M) NORTH OF THE CENTER OF THE SAND DRIVE LEADING TO
 BC1493'THE RESIDENCE, 13.0 FT (4.0 M) NORTHWEST OF A 21-INCH (53 CM) PINE
 BC1493'TREE AND 0.5 FT (15 CM) EAST OF A METAL WITNESS POST.
 BC1493'
 BC1493'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1492 ***********************************************************************
 BC1492  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1492  DESIGNATION -  872 0051 B TIDAL
 BC1492  PID         -  BC1492
 BC1492  STATE/COUNTY-  FL/NASSAU
 BC1492  COUNTRY     -  US
 BC1492  USGS QUAD   -  SAINT MARYS (2017)
 BC1492
 BC1492                         *CURRENT SURVEY CONTROL
 BC1492  ______________________________________________________________________
 BC1492* NAD 83(1986) POSITION- 30 38 32.     (N) 081 31 36.     (W)   SCALED
 BC1492* NAVD 88 ORTHO HEIGHT -     4.761 (meters)       15.62  (feet) ADJUSTED
 BC1492  ______________________________________________________________________
 BC1492  GEOID HEIGHT    -        -28.447 (meters)                     GEOID18
 BC1492  DYNAMIC HEIGHT  -          4.755 (meters)       15.60  (feet) COMP
 BC1492  MODELED GRAVITY -    979,389.1   (mgal)                       NAVD 88
 BC1492
 BC1492  VERT ORDER      -  SECOND    CLASS I
 BC1492
 BC1492.The horizontal coordinates were scaled from a map and have
 BC1492.an estimated accuracy of +/- 6 seconds.
 BC1492
 BC1492.The orthometric height was determined by differential leveling and
 BC1492.adjusted by the NATIONAL GEODETIC SURVEY
 BC1492.in June 1991.
 BC1492
 BC1492.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1492.GEOID18 height accuracy estimate available here.
 BC1492
 BC1492.This Tidal Bench Mark is designated as VM 4988
 BC1492.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1492
 BC1492.Click photographs - Photos may exist for this station.
 BC1492
 BC1492.The dynamic height is computed by dividing the NAVD 88
 BC1492.geopotential number by the normal gravity value computed on the
 BC1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1492.degrees latitude (g = 980.6199 gals.).
 BC1492
 BC1492.The modeled gravity was interpolated from observed gravity values.
 BC1492
 BC1492;                    North         East    Units  Estimated Accuracy
 BC1492;SPC FL E     -   699,180.      149,520.      MT  (+/- 180 meters Scaled)
 BC1492
 BC1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP495900(NAD 83)
 BC1492
 BC1492                          SUPERSEDED SURVEY CONTROL
 BC1492
 BC1492  NGVD 29 (09/01/92)    5.105  (m)           16.75   (f) ADJUSTED    2 1
 BC1492
 BC1492.Superseded values are not recommended for survey control.
 BC1492
 BC1492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1492.See file dsdata.pdf to determine how the superseded data were derived.
 BC1492
 BC1492_MARKER: DB = BENCH MARK DISK
 BC1492_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1492_STAMPING: 0051 B 1978
 BC1492_MARK LOGO: NOS
 BC1492_PROJECTION: RECESSED 20 CENTIMETERS
 BC1492_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1492_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1492+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 BC1492
 BC1492  HISTORY     - Date     Condition        Report By
 BC1492  HISTORY     - 1978     MONUMENTED       NOS
 BC1492  HISTORY     - 1978     GOOD             FLDNR
 BC1492  HISTORY     - 1978     GOOD             FLDNR
 BC1492  HISTORY     - 1979     GOOD             FLDNR
 BC1492  HISTORY     - 20040205 GOOD             FLDEP
 BC1492
 BC1492                          STATION DESCRIPTION
 BC1492
 BC1492'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1492'2.45 MI NW FROM O NEIL.
 BC1492'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1492'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1492'PROCEED NORTH 1.4 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1492'WITH PIRATES BLUFF ROAD, THENCE EAST ALONG PIRATES BLUFF ROAD 0.2
 BC1492'MILES TO THE MARK ON THE RIGHT. MARK BEARS 368 FEET WEST OF THE
 BC1492'INTERSECTION OF PIRATES BLUFF ROAD AND WATER ROAD, 19 FEET SOUTH OF
 BC1492'THE CENTERLINE OF PIRATES BLUFF ROAD, 12 FEET EAST OF A DIRT DRIVE
 BC1492'LEADING TO THE FIRST WHITE HOUSE ON THE EAST SIDE OF PIRATES BLUFF
 BC1492'ROAD.
 BC1492
 BC1492                          STATION RECOVERY (1978)
 BC1492
 BC1492'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1492'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1492'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1492'PROCEED NORTH 1.4 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1492'WITH PIRATES BLUFF ROAD, THENCE EAST ALONG PIRATES BLUFF ROAD 0.2
 BC1492'MILES TO THE MARK ON THE RIGHT. MARK BEARS 368 FEET WEST OF THE
 BC1492'INTERSECTION OF PIRATES BLUFF ROAD AND WATER ROAD, 19 FEET SOUTH OF
 BC1492'THE CENTERLINE OF PIRATES BLUFF ROAD, 12 FEET EAST OF A DIRT DRIVE
 BC1492'LEADING TO THE FIRST WHITE HOUSE ON THE EAST SIDE OF PIRATES BLUFF
 BC1492'ROAD.
 BC1492
 BC1492                          STATION RECOVERY (1979)
 BC1492
 BC1492'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1492'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1492'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1492'PROCEED NORTH 1.4 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1492'WITH PIRATES BLUFF ROAD, THENCE EAST ALONG PIRATES BLUFF ROAD 0.2
 BC1492'MILES TO THE MARK ON THE RIGHT. MARK BEARS 368 FEET WEST OF THE
 BC1492'INTERSECTION OF PIRATES BLUFF ROAD AND WATER ROAD, 19 FEET SOUTH OF
 BC1492'THE CENTERLINE OF PIRATES BLUFF ROAD, 12 FEET EAST OF A DIRT DRIVE
 BC1492'LEADING TO THE FIRST WHITE HOUSE ON THE EAST SIDE OF PIRATES BLUFF
 BC1492'ROAD.
 BC1492
 BC1492                          STATION RECOVERY (2004)
 BC1492
 BC1492'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1492'THE MARK IS ABOUT 2.45 MI (3.9 KM) NORTHWEST OF ONEIL, IN SECTION 38,
 BC1492'TOWNSHIP 3 NORTH, RANGE 28 EAST.
 BC1492'
 BC1492'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 BC1492'200) AND COUNTY ROAD 107 IN ONEIL, GO NORTHWEST ON STATE ROAD A1A FOR
 BC1492'0.9 MI (1.4 KM) TO THE INTERSECTION OF BLACKROCK ROAD.  TURN RIGHT ON
 BC1492'BLACKROCK ROAD AND GO NORTH FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF
 BC1492'PIRATES BLUFF ROAD ON THE RIGHT.  TURN RIGHT ON PIRATES BLUFF ROAD AND
 BC1492'GO EAST FOR 0.2 MI (0.3 KM) TO THE EAST SIDE OF THE RESIDENCE AT 3614
 BC1492'PIRATES BLUFF ROAD AND THE MARK ON THE RIGHT, A DISK CRIMPED TO A ROD
 BC1492'DRIVEN INTO THE GROUND ENCASED IN A PVC PIPE INSIDE OF A CONCRETE
 BC1492'KICKBLOCK, RECESSED 0.7 FT (21 CM) BELOW THE LEVEL OF THE GROUND.
 BC1492'
 BC1492'LOCATED 368.0 FT (112.2 M) WEST OF THE JUNCTION OF PIRATES BLUFF ROAD
 BC1492'AND WATER ROAD, 32.7 FT (10.0 M) NORTHEAST OF A 4 TRUNK OAK TREE, 22.0
 BC1492'FT (6.7 M) NORTH-NORTHWEST OF A 6-INCH (15 CM) BY 12-INCH (30 CM)
 BC1492'WOODEN CORNER FENCE POST, 22.0 FT (6.7 M) NORTH-NORTHEAST OF A 6-INCH
 BC1492'(15 CM) BY 12-INCH (30 CM) WOODEN GATE POST AT THE EAST END OF A GATE
 BC1492'INTO THE PROPERTY AT 3614 PIRATES BLUFF ROAD, 19.0 FT (5.8 M) SOUTH OF
 BC1492'THE APPROXIMATE CENTERLINE OF PIRATES BLUFF ROAD AND 1.0 FT (0.3 M)
 BC1492'NORTH OF A CARSONITE WITNESS POST.
 BC1492'
 BC1492'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1490 ***********************************************************************
 BC1490  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1490  DESIGNATION -  872 0051 C TIDAL
 BC1490  PID         -  BC1490
 BC1490  STATE/COUNTY-  FL/NASSAU
 BC1490  COUNTRY     -  US
 BC1490  USGS QUAD   -  SAINT MARYS (2017)
 BC1490
 BC1490                         *CURRENT SURVEY CONTROL
 BC1490  ______________________________________________________________________
 BC1490* NAD 83(1986) POSITION- 30 38 29.94   (N) 081 31 47.94   (W)   HD_HELD1
 BC1490* NAVD 88 ORTHO HEIGHT -     5.657 (meters)       18.56  (feet) ADJUSTED
 BC1490  ______________________________________________________________________
 BC1490  GEOID HEIGHT    -        -28.445 (meters)                     GEOID18
 BC1490  DYNAMIC HEIGHT  -          5.649 (meters)       18.53  (feet) COMP
 BC1490  MODELED GRAVITY -    979,389.1   (mgal)                       NAVD 88
 BC1490
 BC1490  VERT ORDER      -  SECOND    CLASS I
 BC1490
 BC1490.The horizontal coordinates were determined by differentially corrected
 BC1490.hand held GPS observations or other comparable positioning techniques
 BC1490.and have an estimated accuracy of +/- 3 meters.
 BC1490
 BC1490.The orthometric height was determined by differential leveling and
 BC1490.adjusted by the NATIONAL GEODETIC SURVEY
 BC1490.in June 1991.
 BC1490
 BC1490.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1490.GEOID18 height accuracy estimate available here.
 BC1490
 BC1490.This Tidal Bench Mark is designated as VM 4990
 BC1490.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1490
 BC1490.Click photographs - Photos may exist for this station.
 BC1490
 BC1490.The dynamic height is computed by dividing the NAVD 88
 BC1490.geopotential number by the normal gravity value computed on the
 BC1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1490.degrees latitude (g = 980.6199 gals.).
 BC1490
 BC1490.The modeled gravity was interpolated from observed gravity values.
 BC1490
 BC1490;                    North         East    Units  Estimated Accuracy
 BC1490;SPC FL E     -   699,115.1     149,198.7     MT  (+/- 3 meters HH1 GPS) 
 BC1490
 BC1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4921690008(NAD 83)
 BC1490
 BC1490                          SUPERSEDED SURVEY CONTROL
 BC1490
 BC1490  NGVD 29 (09/01/92)    6.001  (m)           19.69   (f) ADJUSTED    2 1
 BC1490
 BC1490.Superseded values are not recommended for survey control.
 BC1490
 BC1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1490.See file dsdata.pdf to determine how the superseded data were derived.
 BC1490
 BC1490_MARKER: DB = BENCH MARK DISK
 BC1490_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1490_STAMPING: 0051 C 1978
 BC1490_MARK LOGO: NOS
 BC1490_PROJECTION: RECESSED 5 CENTIMETERS
 BC1490_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1490+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2018
 BC1490
 BC1490  HISTORY     - Date     Condition        Report By
 BC1490  HISTORY     - 1978     MONUMENTED       NOS
 BC1490  HISTORY     - 1978     GOOD             FLDNR
 BC1490  HISTORY     - 1978     GOOD             FLDNR
 BC1490  HISTORY     - 1979     GOOD             FLDNR
 BC1490  HISTORY     - 20040205 GOOD             FLDEP
 BC1490  HISTORY     - 20180402 GOOD             FLDEP
 BC1490
 BC1490                          STATION DESCRIPTION
 BC1490
 BC1490'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1490'2.3 MI NW FROM O MEIL.
 BC1490'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1490'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1490'PROCEED NORTH 1.40 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1490'WITH PIRATES BLUFF ROAD, AND THE MARK ON THE LEFT. MARK BEARS 88.7
 BC1490'FEET SOUTHWEST OF THE INTERSECTION, 42.7 FEET WEST OF THE CENTERLINE
 BC1490'OF COUNTY ROAD C 107, 4 FEET SOUTHWEST OF A TELEPHONE POLE.
 BC1490
 BC1490                          STATION RECOVERY (1978)
 BC1490
 BC1490'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1490'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1490'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1490'PROCEED NORTH 1.40 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1490'WITH PIRATES BLUFF ROAD, AND THE MARK ON THE LEFT. MARK BEARS 88.7
 BC1490'FEET SOUTHWEST OF THE INTERSECTION, 42.7 FEET WEST OF THE CENTERLINE
 BC1490'OF COUNTY ROAD C 107, 4 FEET SOUTHWEST OF A TELEPHONE POLE.
 BC1490
 BC1490                          STATION RECOVERY (1979)
 BC1490
 BC1490'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1490'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1490'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1490'PROCEED NORTH 1.40 MILES ALONG COUNTY ROAD C 107 TO ITS INTERSECTION
 BC1490'WITH PIRATES BLUFF ROAD, AND THE MARK ON THE LEFT. MARK BEARS 88.7
 BC1490'FEET SOUTHWEST OF THE INTERSECTION, 42.7 FEET WEST OF THE CENTERLINE
 BC1490'OF COUNTY ROAD C 107, 4 FEET SOUTHWEST OF A TELEPHONE POLE.
 BC1490
 BC1490                          STATION RECOVERY (2004)
 BC1490
 BC1490'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1490'THE MARK IS ABOUT 2.3 MI (3.7 KM) NORTHWEST OF ONEIL, IN SECTION 38,
 BC1490'TOWNSHIP 3 NORTH, RANGE 28 EAST.
 BC1490'
 BC1490'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 BC1490'200) AND COUNTY ROAD 107 IN ONEIL, GO NORTHWEST ON STATE ROAD A1A FOR
 BC1490'0.9 MI (1.4 KM) TO THE INTERSECTION OF BLACKROCK ROAD.  TURN RIGHT ON
 BC1490'BLACKROCK ROAD AND GO NORTH FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF
 BC1490'PIRATES BLUFF ROAD ON THE RIGHT AND THE MARK ON THE LEFT, A DISK
 BC1490'CRIMPED TO A ROD DRIVEN INTO THE GROUND ENCASED IN A PVC PIPE INSIDE
 BC1490'OF A CONCRETE KICKBLOCK, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 BC1490'GROUND.
 BC1490'
 BC1490'LOCATED 88.7 FT (27.0 M) SOUTHWEST OF THE JUNCTION OF PIRATES BLUFF
 BC1490'ROAD AND BLACKROCK ROAD, 53.0 FT (16.2 M) SOUTH-SOUTHEAST OF A 30-INCH
 BC1490'(76 CM) OAK TREE, 42.7 FT (13.0 M) WEST OF THE CENTERLINE OF BLACKROCK
 BC1490'ROAD, 10.5 FT (3.2 M) NORTH OF THE CENTER OF A GRASS DRIVEWAY TO THE
 BC1490'RESIDENCE AT 759 BLACKROCK ROAD AND 1.5 FT (0.5 M) EAST-NORTHEAST OF A
 BC1490'WOODEN POWER POLE NUMBER 14608657101 WITH A METAL WITNESS SIGN
 BC1490'ATTACHED.
 BC1490'
 BC1490'NOTE A MAGNET IS BURIED AT THE SOUTH SIDE OF THE MARK.
 BC1490
 BC1490                          STATION RECOVERY (2018)
 BC1490
 BC1490'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (JRH)
 BC1490'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1489 ***********************************************************************
 BC1489  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1489  DESIGNATION -  872 0051 D TIDAL
 BC1489  PID         -  BC1489
 BC1489  STATE/COUNTY-  FL/NASSAU
 BC1489  COUNTRY     -  US
 BC1489  USGS QUAD   -  SAINT MARYS (2017)
 BC1489
 BC1489                         *CURRENT SURVEY CONTROL
 BC1489  ______________________________________________________________________
 BC1489* NAD 83(1986) POSITION- 30 38 05.     (N) 081 31 46.     (W)   SCALED
 BC1489* NAVD 88 ORTHO HEIGHT -     2.625 (meters)        8.61  (feet) ADJUSTED
 BC1489  ______________________________________________________________________
 BC1489  GEOID HEIGHT    -        -28.444 (meters)                     GEOID18
 BC1489  DYNAMIC HEIGHT  -          2.622 (meters)        8.60  (feet) COMP
 BC1489  MODELED GRAVITY -    979,388.4   (mgal)                       NAVD 88
 BC1489
 BC1489  VERT ORDER      -  SECOND    CLASS II
 BC1489
 BC1489.The horizontal coordinates were scaled from a map and have
 BC1489.an estimated accuracy of +/- 6 seconds.
 BC1489
 BC1489.The orthometric height was determined by differential leveling and
 BC1489.adjusted by the NATIONAL GEODETIC SURVEY
 BC1489.in October 2016.
 BC1489
 BC1489.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1489.GEOID18 height accuracy estimate available here.
 BC1489
 BC1489.This Tidal Bench Mark is designated as VM 4989
 BC1489.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1489
 BC1489.Click photographs - Photos may exist for this station.
 BC1489
 BC1489.The dynamic height is computed by dividing the NAVD 88
 BC1489.geopotential number by the normal gravity value computed on the
 BC1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1489.degrees latitude (g = 980.6199 gals.).
 BC1489
 BC1489.The modeled gravity was interpolated from observed gravity values.
 BC1489
 BC1489;                    North         East    Units  Estimated Accuracy
 BC1489;SPC FL E     -   698,350.      149,250.      MT  (+/- 180 meters Scaled)
 BC1489
 BC1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP492892(NAD 83)
 BC1489
 BC1489                          SUPERSEDED SURVEY CONTROL
 BC1489
 BC1489  NAVD 88 (06/15/91)    2.686  (m)            8.81   (f) SUPERSEDED  2 1
 BC1489  NGVD 29 (09/01/92)    3.030  (m)            9.94   (f) ADJUSTED    2 1
 BC1489
 BC1489.Superseded values are not recommended for survey control.
 BC1489
 BC1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1489.See file dsdata.pdf to determine how the superseded data were derived.
 BC1489
 BC1489_MARKER: DB = BENCH MARK DISK
 BC1489_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1489_SP_SET: HEADWALL
 BC1489_STAMPING: 0051 D 1978
 BC1489_MARK LOGO: NOS
 BC1489_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1489+STABILITY: SURFACE MOTION
 BC1489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1489+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2004
 BC1489
 BC1489  HISTORY     - Date     Condition        Report By
 BC1489  HISTORY     - 1978     MONUMENTED       NOS
 BC1489  HISTORY     - 1978     GOOD             FLDNR
 BC1489  HISTORY     - 1978     GOOD             FLDNR
 BC1489  HISTORY     - 1979     GOOD             FLDNR
 BC1489  HISTORY     - 20040204 GOOD             FLDEP
 BC1489
 BC1489                          STATION DESCRIPTION
 BC1489
 BC1489'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1489'1.8 MI NW FROM O NEIL.
 BC1489'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1489'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1489'PROCEED NORTH ALONG COUNTY ROAD C 107
 BC1489'PROCEED NORTH 0.9 MILES ALONG COUNTY ROAD C 107 TO THE MARK ON THE
 BC1489'LEFT. MARK BEARS 15.4 FEET WEST OF THE CENTERLINE OF COUNTY ROAD C
 BC1489'107, 0.45 MILES SOUTH OF THE INTERSECTION OF PIRATES BLUFF ROAD AND
 BC1489'COUNTY ROAD C 107.
 BC1489
 BC1489                          STATION RECOVERY (1978)
 BC1489
 BC1489'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1489'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1489'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1489'PROCEED NORTH 0.9 MILES ALONG COUNTY ROAD C 107 TO THE MARK ON THE
 BC1489'LEFT. MARK BEARS 15.4 FEET WEST OF THE CENTERLINE OF COUNTY ROAD C
 BC1489'107, 0.45 MILES SOUTH OF THE INTERSECTION OF PIRATES BLUFF ROAD AND
 BC1489'COUNTY ROAD C 107.
 BC1489
 BC1489                          STATION RECOVERY (1979)
 BC1489
 BC1489'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1489'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1489'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1489'PROCEED NORTH 0.9 MILES ALONG COUNTY ROAD C 107 TO THE MARK ON THE
 BC1489'LEFT. MARK BEARS 15.4 FEET WEST OF THE CENTERLINE OF COUNTY ROAD C
 BC1489'107, 0.45 MILES SOUTH OF THE INTERSECTION OF PIRATES BLUFF ROAD AND
 BC1489'COUNTY ROAD C 107.
 BC1489
 BC1489                          STATION RECOVERY (2004)
 BC1489
 BC1489'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1489'RECOVERED IN GOOD CONDITION.
 BC1489'
 BC1489'NOTE-THE MARK IS IN SECTION 45, TOWNSHIP 3 NORTH, RANGE 28 EAST.
 BC1489'
 BC1489'NOTE-LOCATED 0.5 FT (15 CM) NORTH OF THE SOUTH END OF THE WEST
 BC1489'CONCRETE HEADWALL FOR A BOX CULVERT UNDER BLACKROCK ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1491 ***********************************************************************
 BC1491  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1491  DESIGNATION -  872 0051 E TIDAL
 BC1491  PID         -  BC1491
 BC1491  STATE/COUNTY-  FL/NASSAU
 BC1491  COUNTRY     -  US
 BC1491  USGS QUAD   -  SAINT MARYS (2017)
 BC1491
 BC1491                         *CURRENT SURVEY CONTROL
 BC1491  ______________________________________________________________________
 BC1491* NAD 83(1986) POSITION- 30 38 46.     (N) 081 31 46.     (W)   SCALED
 BC1491* NAVD 88 ORTHO HEIGHT -     5.387 (meters)       17.67  (feet) ADJUSTED
 BC1491  ______________________________________________________________________
 BC1491  GEOID HEIGHT    -        -28.446 (meters)                     GEOID18
 BC1491  DYNAMIC HEIGHT  -          5.380 (meters)       17.65  (feet) COMP
 BC1491  MODELED GRAVITY -    979,389.7   (mgal)                       NAVD 88
 BC1491
 BC1491  VERT ORDER      -  SECOND    CLASS I
 BC1491
 BC1491.The horizontal coordinates were scaled from a map and have
 BC1491.an estimated accuracy of +/- 6 seconds.
 BC1491
 BC1491.The orthometric height was determined by differential leveling and
 BC1491.adjusted by the NATIONAL GEODETIC SURVEY
 BC1491.in June 1991.
 BC1491
 BC1491.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1491.GEOID18 height accuracy estimate available here.
 BC1491
 BC1491.This Tidal Bench Mark is designated as VM 4991
 BC1491.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1491
 BC1491.Click photographs - Photos may exist for this station.
 BC1491
 BC1491.The dynamic height is computed by dividing the NAVD 88
 BC1491.geopotential number by the normal gravity value computed on the
 BC1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1491.degrees latitude (g = 980.6199 gals.).
 BC1491
 BC1491.The modeled gravity was interpolated from observed gravity values.
 BC1491
 BC1491;                    North         East    Units  Estimated Accuracy
 BC1491;SPC FL E     -   699,610.      149,250.      MT  (+/- 180 meters Scaled)
 BC1491
 BC1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP492905(NAD 83)
 BC1491
 BC1491                          SUPERSEDED SURVEY CONTROL
 BC1491
 BC1491  NGVD 29 (09/01/92)    5.731  (m)           18.80   (f) ADJUSTED    2 1
 BC1491
 BC1491.Superseded values are not recommended for survey control.
 BC1491
 BC1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1491.See file dsdata.pdf to determine how the superseded data were derived.
 BC1491
 BC1491_MARKER: DB = BENCH MARK DISK
 BC1491_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1491_SP_SET: STEP
 BC1491_STAMPING: 0051 E 1978
 BC1491_MARK LOGO: NOS
 BC1491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1491
 BC1491  HISTORY     - Date     Condition        Report By
 BC1491  HISTORY     - 1978     MONUMENTED       NOS
 BC1491  HISTORY     - 1978     GOOD             FLDNR
 BC1491  HISTORY     - 1978     GOOD             FLDNR
 BC1491  HISTORY     - 1979     GOOD             FLDNR
 BC1491  HISTORY     - 20021222 MARK NOT FOUND   FLDEP
 BC1491  HISTORY     - 20040205 MARK NOT FOUND   FLDEP
 BC1491
 BC1491                          STATION DESCRIPTION
 BC1491
 BC1491'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1491'2.6 MI NW FROM O NEIL.
 BC1491'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1491'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1491'PROCEED NORTH 1.7 MILES ALONG COUNTY ROAD C 107 TO THE MARK ON THE
 BC1491'RIGHT. MARK BEARS 115 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 BC1491'C 107, 12.5 FEET NORTHWEST OF THE CENTER OF THE DOUBLE DOORS TO A
 BC1491'CHURCH, 61.5 FEET EAST OF THE BLACKROCK BAPTIST CHURCH SIGN.
 BC1491
 BC1491                          STATION RECOVERY (1978)
 BC1491
 BC1491'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1491'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1491'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1491'PROCEED NORTH 1.7 MILES ALONG COUNTY ROAD C 107 TO THE MARK ON THE
 BC1491'RIGHT. MARK BEARS 115 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 BC1491'C 107, 12.5 FEET NORTHWEST OF THE CENTER OF THE DOUBLE DOORS TO A
 BC1491'CHURCH, 61.5 FEET EAST OF THE BLACKROCK BAPTIST CHURCH SIGN.
 BC1491
 BC1491                          STATION RECOVERY (1979)
 BC1491
 BC1491'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1491'BEGIN 0.9 MILES NORTHWEST OF O NEIL AT THE INTERSECTION OF STATE ROAD
 BC1491'A1A (THE BUCCANEER TRAIL) AND COUNTY ROAD C 107 (BLACK ROCK ROAD),
 BC1491'PROCEED NORTH 1.7 MILES ALONG COUNTY ROAD C 107 TO THE MARK ON THE
 BC1491'RIGHT. MARK BEARS 115 FEET EAST OF THE CENTERLINE OF COUNTY ROAD
 BC1491'C 107, 12.5 FEET NORTHWEST OF THE CENTER OF THE DOUBLE DOORS TO A
 BC1491'CHURCH, 61.5 FEET EAST OF THE BLACKROCK BAPTIST CHURCH SIGN.
 BC1491
 BC1491                          STATION RECOVERY (2002)
 BC1491
 BC1491'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC1491'SEARCHED FOR, NOT FOUND.  MAY HAVE BEEN COVERED BY CHURCH REMODELING
 BC1491'PROJECT.
 BC1491
 BC1491                          STATION RECOVERY (2004)
 BC1491
 BC1491'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004
 BC1491'NOT RECOVERED.
 BC1491'
 BC1491'NOTE-THE LOCATION FALLS INSIDE OF A RENOVATED CHURCH BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ2596 ***********************************************************************
 DQ2596  DESIGNATION -  872 0051 F TIDAL
 DQ2596  PID         -  DQ2596
 DQ2596  STATE/COUNTY-  FL/NASSAU
 DQ2596  COUNTRY     -  US
 DQ2596  USGS QUAD   -  SAINT MARYS (2017)
 DQ2596
 DQ2596                         *CURRENT SURVEY CONTROL
 DQ2596  ______________________________________________________________________
 DQ2596* NAD 83(1986) POSITION- 30 38 34.     (N) 081 31 48.     (W)   SCALED
 DQ2596* NAVD 88 ORTHO HEIGHT -     5.903 (meters)       19.37  (feet) ADJUSTED
 DQ2596  ______________________________________________________________________
 DQ2596  GEOID HEIGHT    -        -28.445 (meters)                     GEOID18
 DQ2596  DYNAMIC HEIGHT  -          5.895 (meters)       19.34  (feet) COMP
 DQ2596  MODELED GRAVITY -    979,389.1   (mgal)                       NAVD 88
 DQ2596
 DQ2596  VERT ORDER      -  SECOND    CLASS II
 DQ2596
 DQ2596.The horizontal coordinates were scaled from a map and have
 DQ2596.an estimated accuracy of +/- 6 seconds.
 DQ2596
 DQ2596.The orthometric height was determined by differential leveling and
 DQ2596.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2596.in October 2016.
 DQ2596
 DQ2596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2596.GEOID18 height accuracy estimate available here.
 DQ2596
 DQ2596.Click photographs - Photos may exist for this station.
 DQ2596
 DQ2596.The dynamic height is computed by dividing the NAVD 88
 DQ2596.geopotential number by the normal gravity value computed on the
 DQ2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2596.degrees latitude (g = 980.6199 gals.).
 DQ2596
 DQ2596.The modeled gravity was interpolated from observed gravity values.
 DQ2596
 DQ2596;                    North         East    Units  Estimated Accuracy
 DQ2596;SPC FL E     -   699,240.      149,200.      MT  (+/- 180 meters Scaled)
 DQ2596
 DQ2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP492901(NAD 83)
 DQ2596
 DQ2596                          SUPERSEDED SURVEY CONTROL
 DQ2596
 DQ2596.No superseded survey control is available for this station.
 DQ2596
 DQ2596_MARKER: DD = SURVEY DISK
 DQ2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2596_STAMPING: 0051 F 2004
 DQ2596_MARK LOGO: FLDEP
 DQ2596_PROJECTION: FLUSH
 DQ2596_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2596+STABILITY: SURFACE MOTION
 DQ2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2596+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2004
 DQ2596
 DQ2596  HISTORY     - Date     Condition        Report By
 DQ2596  HISTORY     - 20040205 MONUMENTED       FLDEP
 DQ2596
 DQ2596                          STATION DESCRIPTION
 DQ2596
 DQ2596'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DQ2596'THE MARK IS ABOUT 2.4 MI (3.9 KM) NORTHWEST OF ONEIL, IN SECTION 38,
 DQ2596'TOWNSHIP 3 NORTH, RANGE 28 EAST.
 DQ2596'
 DQ2596'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 DQ2596'200) AND COUNTY ROAD 107 IN ONEIL, GO NORTHWEST ON STATE ROAD A1A FOR
 DQ2596'0.9 MI (1.4 KM) TO THE INTERSECTION OF BLACKROCK ROAD.  TURN RIGHT ON
 DQ2596'BLACKROCK ROAD AND GO NORTH FOR 1.5 MI (2.4 KM) TO THE JUNCTION OF
 DQ2596'DURDEN ROAD ON THE RIGHT AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 DQ2596'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 DQ2596'BLACKROCK ROAD.
 DQ2596'
 DQ2596'LOCATED ABOUT 83.0 FT (25.3 M) SOUTH OF THE WESTERLY PROLONGATION OF
 DQ2596'THE CENTERLINE OF DURDEN ROAD, 45.0 FT (13.7 M) WEST OF THE CENTERLINE
 DQ2596'OF BLACKROCK ROAD, 11.3 FT (3.4 M) NORTH OF A WOODEN POWER POLE, 10.0
 DQ2596'FT (3.0 M) NORTH OF A CHAIN LINK FENCE POST AT THE NORTHEAST CORNER OF
 DQ2596'THE PROPERTY AT 96287 BLACKROCK ROAD AND 0.5 FT (15 CM) EAST OF A
 DQ2596'CARSONITE WITNESS POST.
 DQ2596'
 DQ2596'NOTE A MAGNET IS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1603 ***********************************************************************
 BC1603  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1603  DESIGNATION -  872 0058 A TIDAL
 BC1603  PID         -  BC1603
 BC1603  STATE/COUNTY-  FL/NASSAU
 BC1603  COUNTRY     -  US
 BC1603  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC1603
 BC1603                         *CURRENT SURVEY CONTROL
 BC1603  ______________________________________________________________________
 BC1603* NAD 83(1986) POSITION- 30 37 51.     (N) 081 28 35.     (W)   SCALED
 BC1603* NAVD 88 ORTHO HEIGHT -     1.453 (meters)        4.77  (feet) ADJUSTED
 BC1603  ______________________________________________________________________
 BC1603  GEOID HEIGHT    -        -28.481 (meters)                     GEOID18
 BC1603  DYNAMIC HEIGHT  -          1.451 (meters)        4.76  (feet) COMP
 BC1603  MODELED GRAVITY -    979,388.8   (mgal)                       NAVD 88
 BC1603
 BC1603  VERT ORDER      -  SECOND    CLASS I
 BC1603
 BC1603.The horizontal coordinates were scaled from a map and have
 BC1603.an estimated accuracy of +/- 6 seconds.
 BC1603
 BC1603.The orthometric height was determined by differential leveling and
 BC1603.adjusted by the NATIONAL GEODETIC SURVEY
 BC1603.in June 1991.
 BC1603
 BC1603.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1603.GEOID18 height accuracy estimate available here.
 BC1603
 BC1603.This Tidal Bench Mark is designated as VM 4995
 BC1603.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1603
 BC1603.Click photographs - Photos may exist for this station.
 BC1603
 BC1603.The dynamic height is computed by dividing the NAVD 88
 BC1603.geopotential number by the normal gravity value computed on the
 BC1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1603.degrees latitude (g = 980.6199 gals.).
 BC1603
 BC1603.The modeled gravity was interpolated from observed gravity values.
 BC1603
 BC1603;                    North         East    Units  Estimated Accuracy
 BC1603;SPC FL E     -   697,890.      154,330.      MT  (+/- 180 meters Scaled)
 BC1603
 BC1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP543887(NAD 83)
 BC1603
 BC1603                          SUPERSEDED SURVEY CONTROL
 BC1603
 BC1603  NGVD 29 (09/01/92)    1.798  (m)            5.90   (f) ADJUSTED    2 1
 BC1603
 BC1603.Superseded values are not recommended for survey control.
 BC1603
 BC1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1603.See file dsdata.pdf to determine how the superseded data were derived.
 BC1603
 BC1603_MARKER: DD = SURVEY DISK
 BC1603_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1603_STAMPING: 0058 A 1977
 BC1603_MARK LOGO: NOS
 BC1603_PROJECTION: RECESSED 66 CENTIMETERS
 BC1603_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1603_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1603_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1603+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 BC1603_ROD/PIPE-DEPTH: 7.32 meters
 BC1603
 BC1603  HISTORY     - Date     Condition        Report By
 BC1603  HISTORY     - 1977     MONUMENTED       NOS
 BC1603  HISTORY     - 1978     GOOD             FLDNR
 BC1603  HISTORY     - 1985     GOOD             FLDNR
 BC1603  HISTORY     - 20040321 GOOD             FLDEP
 BC1603
 BC1603                          STATION DESCRIPTION
 BC1603
 BC1603'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1603'3 MI SW FROM FERNANDINA BEACH.
 BC1603'BEGIN AT THE SEABOARD COAST LINE RAILROAD AT FERNANDINA BEACH, PROCEED
 BC1603'SOUTHWEST ALONG THE RAILROAD FOR 3 MILES TO THE AMELIA ISLAND MARINA
 BC1603'AND THE MARK, 9.6 FEET EAST OF A FENCE POST LOCATED ON THE EAST SIDE
 BC1603'OF THE ENTRANCE TO THE MARINA, 32.7 FEET EAST OF A LIGHT POLE LOCATED
 BC1603'ON THE EAST SIDE OF THE DRIVE LEADING TO THE MARINA, 84.6 FEET SOUTH
 BC1603'WEST OF THE CORNER OF A HOUSE, 0.5 MILE EAST OF THE EAST END OF THE
 BC1603'RAILROAD BRIDGE OVER KINGSLEY CREEK.
 BC1603'THE MARK IS 0.5 FT  N FROM A WITNESS POST.
 BC1603'THE MARK IS ABOVE LEVEL WITH GROUND.
 BC1603
 BC1603                          STATION RECOVERY (1985)
 BC1603
 BC1603'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1603'RECOVERED IN GOOD CONDITION.
 BC1603
 BC1603                          STATION RECOVERY (2004)
 BC1603
 BC1603'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1603'THE MARK IS 2.8 MI (4.5 KM) SOUTHWEST OF FERNANDINA BEACH, ON THE
 BC1603'AMELIA ISLAND YACHT BASIN PROPERTY, IN SECTION 37, TOWNSHIP 2 NORTH,
 BC1603'RANGE 28 EAST.
 BC1603'
 BC1603'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A (STATE ROAD
 BC1603'200), SADLER ROAD (COUNTY ROAD 108) AND BONNIEVIEW ROAD IN FERNANDINA
 BC1603'BEACH, GO SOUTH AND WEST ON STATE ROAD A1A FOR 1.4 MI (2.3 KM) TO THE
 BC1603'AMELIA ISLAND YACHT BASIN ENTRANCE ROAD ON THE RIGHT, AT THE BEGINNING
 BC1603'OF THE EASTERLY APPROACH TO THE WESTBOUND HIGHWAY BRIDGE OVER KINGSLEY
 BC1603'CREEK (AMELIA RIVER).  TURN RIGHT ON THE YACHT BASIN ENTRANCE ROAD AND
 BC1603'GO NORTH FOR 100.0 FT (30.5 M) TO THE MARK ON THE RIGHT, A DISK
 BC1603'CRIMPED TO A ROD DRIVEN ONTO THE GROUND ENCASED IN A PVC PIPE INSIDE
 BC1603'OF A CONCRETE KICKBLOCK RECESSED 2.2 FT (0.7 M) BELOW GROUND LEVEL.
 BC1603'
 BC1603'LOCATED 63.4 FT (19.3 M) WEST-SOUTHWEST OF A 1-FT DIAMETER WOODEN
 BC1603'UTILITY POLE, 51.3 FT (15.6 M) NORTH-NORTHWEST OF THE NORTH RAIL OF
 BC1603'THE CSX RAILROAD, 48.0 FT (14.6 M) EAST OF THE CENTERLINE OF THE YACHT
 BC1603'BASIN ENTRANCE ROAD, 9.2 FT (2.8 M) EAST OF THE WESTERNMOST YACHT
 BC1603'BASIN SIGN POST, 7.9 FT (2.4 M) WEST OF THE EASTERNMOST WOODEN SIGN
 BC1603'POST, 3.2 FT (1.0 M) NORTH OF A 6-FT HIGH CHAIN LINK FENCE AND O.5 FT
 BC1603'NORTH OF A METAL WITNESS POST.
 BC1603'
 BC1603'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2474 ***********************************************************************
 BC2474  DESIGNATION -  872 0058 A TIDAL
 BC2474  PID         -  BC2474
 BC2474  STATE/COUNTY-  FL/NASSAU
 BC2474  COUNTRY     -  US
 BC2474  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC2474
 BC2474                         *CURRENT SURVEY CONTROL
 BC2474  ______________________________________________________________________
 BC2474* NAD 83(1986) POSITION- 30 37 38.     (N) 081 29 04.     (W)   SCALED
 BC2474* NAVD 88 ORTHO HEIGHT -     2.882 (meters)        9.46  (feet) ADJUSTED
 BC2474  ______________________________________________________________________
 BC2474  GEOID HEIGHT    -        -28.475 (meters)                     GEOID18
 BC2474  DYNAMIC HEIGHT  -          2.878 (meters)        9.44  (feet) COMP
 BC2474  MODELED GRAVITY -    979,388.4   (mgal)                       NAVD 88
 BC2474
 BC2474  VERT ORDER      -  SECOND    CLASS I
 BC2474
 BC2474.The horizontal coordinates were scaled from a map and have
 BC2474.an estimated accuracy of +/- 6 seconds.
 BC2474
 BC2474.The orthometric height was determined by differential leveling and
 BC2474.adjusted by the NATIONAL GEODETIC SURVEY
 BC2474.in June 1991.
 BC2474
 BC2474.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2474.GEOID18 height accuracy estimate available here.
 BC2474
 BC2474.Click photographs - Photos may exist for this station.
 BC2474
 BC2474.The dynamic height is computed by dividing the NAVD 88
 BC2474.geopotential number by the normal gravity value computed on the
 BC2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2474.degrees latitude (g = 980.6199 gals.).
 BC2474
 BC2474.The modeled gravity was interpolated from observed gravity values.
 BC2474
 BC2474;                    North         East    Units  Estimated Accuracy
 BC2474;SPC FL E     -   697,500.      153,560.      MT  (+/- 180 meters Scaled)
 BC2474
 BC2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP535883(NAD 83)
 BC2474
 BC2474                          SUPERSEDED SURVEY CONTROL
 BC2474
 BC2474  NGVD 29 (09/01/92)    3.233  (m)           10.61   (f) ADJUSTED    2 1
 BC2474
 BC2474.Superseded values are not recommended for survey control.
 BC2474
 BC2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2474.See file dsdata.pdf to determine how the superseded data were derived.
 BC2474
 BC2474_STAMPING: 0058 A 1982
 BC2474_MARK LOGO: LOCSUR
 BC2474_PROJECTION: PROJECTING 10 CENTIMETERS
 BC2474_ROD/PIPE-DEPTH: 19.8 meters
 BC2474
 BC2474  HISTORY     - Date     Condition        Report By
 BC2474  HISTORY     - 1982     MONUMENTED       LOCSUR
 BC2474  HISTORY     - 1985     GOOD             FLDNR
 BC2474  HISTORY     - 20021105 MARK NOT FOUND   FLDEP
 BC2474  HISTORY     - 20040321 MARK NOT FOUND   FLDEP
 BC2474
 BC2474                          STATION DESCRIPTION
 BC2474
 BC2474'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2474'4.1 MI SW FROM FERNANDINA BEACH.
 BC2474'THE MARK IS LOCATED AT THE STATE ROAD A1A BRIDGE OVER KINGSLEY CREEK
 BC2474'(INTRACOASTAL WATERWAY), ON THE WEST SIDE OF THE CREEK, UNDER THE
 BC2474'BRIDGE, 203 FEET SOUTH OF THE SOUTHWEST CORNER OF THE DOWN UNDER
 BC2474'RESTAURANT, 184 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BC2474'CORRUGATED BUILDING, AND 5 FEET SOUTH OF THE NORTHERN ROUND CONCRETE
 BC2474'PILE OF THE NORTH SPAN OF THE BRIDGE.
 BC2474
 BC2474                          STATION RECOVERY (2002)
 BC2474
 BC2474'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC2474'SEARCHED FOR, NOT FOUND.
 BC2474
 BC2474                          STATION RECOVERY (2004)
 BC2474
 BC2474'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2474'NOT RECOVERED.  THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1602 ***********************************************************************
 BC1602  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1602  DESIGNATION -  872 0058 B TIDAL
 BC1602  PID         -  BC1602
 BC1602  STATE/COUNTY-  FL/NASSAU
 BC1602  COUNTRY     -  US
 BC1602  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC1602
 BC1602                         *CURRENT SURVEY CONTROL
 BC1602  ______________________________________________________________________
 BC1602* NAD 83(1986) POSITION- 30 37 53.     (N) 081 28 37.     (W)   SCALED
 BC1602* NAVD 88 ORTHO HEIGHT -     1.894 (meters)        6.21  (feet) ADJUSTED
 BC1602  ______________________________________________________________________
 BC1602  GEOID HEIGHT    -        -28.480 (meters)                     GEOID18
 BC1602  DYNAMIC HEIGHT  -          1.892 (meters)        6.21  (feet) COMP
 BC1602  MODELED GRAVITY -    979,388.9   (mgal)                       NAVD 88
 BC1602
 BC1602  VERT ORDER      -  SECOND    CLASS I
 BC1602
 BC1602.The horizontal coordinates were scaled from a map and have
 BC1602.an estimated accuracy of +/- 6 seconds.
 BC1602
 BC1602.The orthometric height was determined by differential leveling and
 BC1602.adjusted by the NATIONAL GEODETIC SURVEY
 BC1602.in June 1991.
 BC1602
 BC1602.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1602.GEOID18 height accuracy estimate available here.
 BC1602
 BC1602.This Tidal Bench Mark is designated as VM 4996
 BC1602.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1602
 BC1602.Click photographs - Photos may exist for this station.
 BC1602
 BC1602.The dynamic height is computed by dividing the NAVD 88
 BC1602.geopotential number by the normal gravity value computed on the
 BC1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1602.degrees latitude (g = 980.6199 gals.).
 BC1602
 BC1602.The modeled gravity was interpolated from observed gravity values.
 BC1602
 BC1602;                    North         East    Units  Estimated Accuracy
 BC1602;SPC FL E     -   697,960.      154,280.      MT  (+/- 180 meters Scaled)
 BC1602
 BC1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP542888(NAD 83)
 BC1602
 BC1602                          SUPERSEDED SURVEY CONTROL
 BC1602
 BC1602  NGVD 29 (09/01/92)    2.239  (m)            7.35   (f) ADJUSTED    2 1
 BC1602
 BC1602.Superseded values are not recommended for survey control.
 BC1602
 BC1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1602.See file dsdata.pdf to determine how the superseded data were derived.
 BC1602
 BC1602_MARKER: DD = SURVEY DISK
 BC1602_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC1602+WITH SETTING: PAVEMENT
 BC1602_SP_SET: SIGN BASE
 BC1602_STAMPING: 0058 B 1977
 BC1602_MARK LOGO: NOS
 BC1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1602+STABILITY: SURFACE MOTION
 BC1602
 BC1602  HISTORY     - Date     Condition        Report By
 BC1602  HISTORY     - 1977     MONUMENTED       NOS
 BC1602  HISTORY     - 1978     GOOD             FLDNR
 BC1602  HISTORY     - 1985     GOOD             FLDNR
 BC1602  HISTORY     - 20021105 MARK NOT FOUND   FLDEP
 BC1602  HISTORY     - 20040321 MARK NOT FOUND   FLDEP
 BC1602
 BC1602                          STATION DESCRIPTION
 BC1602
 BC1602'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1602'3 MI SW FROM FERNANDINA BEACH.
 BC1602'BEGIN AT THE SEABOARD COAST LINE RAILROAD AT FERNANDINA BEACH, PROCEED
 BC1602'SOUTHWEST ALONG THE RAILROAD FOR 3 MILES TO THE AMELIA ISLAND MARINA
 BC1602'AND THE MARK, 0.5 MILE EAST OF THE EAST END OF THE RAILROAD BRIDGE
 BC1602'OVER KINGSLEY CREEK, 0.6 FOOT SOUTH OF A STANDARD OIL COMPANY SIGN,
 BC1602'6.4 FEET WEST OF THE SOUTHWEST CORNER OF A WOODEN SHED, 35.5 FEET
 BC1602'NORTHEAST OF THE SOUTHERN MOST CORNER OF A YACHT BASIN.
 BC1602'THE MARK IS ABOVE LEVEL WITH CONCRETE SIGN BASE.
 BC1602
 BC1602                          STATION RECOVERY (1985)
 BC1602
 BC1602'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1602'RECOVERED IN GOOD CONDITION.
 BC1602
 BC1602                          STATION RECOVERY (2002)
 BC1602
 BC1602'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC1602'SEARCHED FOR, NOT FOUND.  AREA CHANGED DUE TO EXCAVATION AND
 BC1602'IMPROVEMENTS.
 BC1602
 BC1602                          STATION RECOVERY (2004)
 BC1602
 BC1602'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1602'NOT RECOVERED.  THE MARK WAS SEARCHED FOR AND NOT FOUND.  THE AREA HAS
 BC1602'BEEN RENOVATED AND LANDSCAPED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2475 ***********************************************************************
 BC2475  DESIGNATION -  872 0058 B TIDAL
 BC2475  PID         -  BC2475
 BC2475  STATE/COUNTY-  FL/NASSAU
 BC2475  COUNTRY     -  US
 BC2475  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC2475
 BC2475                         *CURRENT SURVEY CONTROL
 BC2475  ______________________________________________________________________
 BC2475* NAD 83(1986) POSITION- 30 37 38.     (N) 081 29 03.     (W)   SCALED
 BC2475* NAVD 88 ORTHO HEIGHT -     2.994 (meters)        9.82  (feet) ADJUSTED
 BC2475  ______________________________________________________________________
 BC2475  GEOID HEIGHT    -        -28.475 (meters)                     GEOID18
 BC2475  DYNAMIC HEIGHT  -          2.990 (meters)        9.81  (feet) COMP
 BC2475  MODELED GRAVITY -    979,388.4   (mgal)                       NAVD 88
 BC2475
 BC2475  VERT ORDER      -  SECOND    CLASS I
 BC2475
 BC2475.The horizontal coordinates were scaled from a map and have
 BC2475.an estimated accuracy of +/- 6 seconds.
 BC2475
 BC2475.The orthometric height was determined by differential leveling and
 BC2475.adjusted by the NATIONAL GEODETIC SURVEY
 BC2475.in June 1991.
 BC2475
 BC2475.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2475.GEOID18 height accuracy estimate available here.
 BC2475
 BC2475.Click photographs - Photos may exist for this station.
 BC2475
 BC2475.The dynamic height is computed by dividing the NAVD 88
 BC2475.geopotential number by the normal gravity value computed on the
 BC2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2475.degrees latitude (g = 980.6199 gals.).
 BC2475
 BC2475.The modeled gravity was interpolated from observed gravity values.
 BC2475
 BC2475;                    North         East    Units  Estimated Accuracy
 BC2475;SPC FL E     -   697,500.      153,580.      MT  (+/- 180 meters Scaled)
 BC2475
 BC2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP535883(NAD 83)
 BC2475
 BC2475                          SUPERSEDED SURVEY CONTROL
 BC2475
 BC2475  NGVD 29 (09/01/92)    3.345  (m)           10.97   (f) ADJUSTED    2 1
 BC2475
 BC2475.Superseded values are not recommended for survey control.
 BC2475
 BC2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2475.See file dsdata.pdf to determine how the superseded data were derived.
 BC2475
 BC2475_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BC2475_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC2475_SP_SET: TOWER BASE
 BC2475_STAMPING: 0058 B 1982
 BC2475_MARK LOGO: LOCSUR
 BC2475_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2475+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 BC2475
 BC2475  HISTORY     - Date     Condition        Report By
 BC2475  HISTORY     - 1982     MONUMENTED       LOCSUR
 BC2475  HISTORY     - 1985     GOOD             FLDNR
 BC2475  HISTORY     - 20040321 GOOD             FLDEP
 BC2475
 BC2475                          STATION DESCRIPTION
 BC2475
 BC2475'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2475'4.1 MI SW FROM FERNANDINA BEACH.
 BC2475'THE MARK IS LOCATED AT THE STATE ROAD A1A BRIDGE OVER KINGSLEY CREEK
 BC2475'(INTRACOASTAL WATERWAY), ON THE WEST SIDE OF THE CREEK, SET IN THE
 BC2475'SOUTH CORNER OF THE SOUTH CONCRETE FOOT FOR AN ELECTRICAL
 BC2475'TRANSMISSION TOWER (FIRST TOWER WEST OF CREEK), 70 FEET WEST OF THE
 BC2475'SHORELINE OF KINGSLEY CREEK, 103 FEET SOUTH OF THE CENTERLINE OF THE
 BC2475'SOUTH SPAN OF A1A, AND 117 FEET SOUTH-SOUTHWEST OF THE ROUND SOUTHERN
 BC2475'BRIDGE PILE.
 BC2475
 BC2475                          STATION RECOVERY (2004)
 BC2475
 BC2475'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2475'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC2475'
 BC2475'NOTE-THE MARK IS 3.2 MI (5.1 KM) SOUTHWEST OF FERNANDINA BEACH, IN
 BC2475'SECTION 37, TOWNSHIP 2 NORTH, RANGE 28 EAST.
 BC2475'
 BC2475'LOCATED 56.0 FT (17.1 M) WEST OF THE WEST SHORELINE OF KINSLEY CREEK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2472 ***********************************************************************
 BC2472  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2472  DESIGNATION -  872 0058 C TIDAL
 BC2472  PID         -  BC2472
 BC2472  STATE/COUNTY-  FL/NASSAU
 BC2472  COUNTRY     -  US
 BC2472  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC2472
 BC2472                         *CURRENT SURVEY CONTROL
 BC2472  ______________________________________________________________________
 BC2472* NAD 83(1986) POSITION- 30 37 47.2    (N) 081 28 47.0    (W)   HD_HELD2
 BC2472* NAVD 88 ORTHO HEIGHT -    13.383 (meters)       43.91  (feet) ADJUSTED
 BC2472  ______________________________________________________________________
 BC2472  GEOID HEIGHT    -        -28.478 (meters)                     GEOID18
 BC2472  DYNAMIC HEIGHT  -         13.366 (meters)       43.85  (feet) COMP
 BC2472  MODELED GRAVITY -    979,388.6   (mgal)                       NAVD 88
 BC2472
 BC2472  VERT ORDER      -  SECOND    CLASS I
 BC2472
 BC2472.The horizontal coordinates were established by autonomous hand held GPS
 BC2472.observations and have an estimated accuracy of +/- 10 meters.
 BC2472
 BC2472.The orthometric height was determined by differential leveling and
 BC2472.adjusted by the NATIONAL GEODETIC SURVEY
 BC2472.in October 2016.
 BC2472
 BC2472.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2472.GEOID18 height accuracy estimate available here.
 BC2472
 BC2472.This Tidal Bench Mark is designated as VM 4997
 BC2472.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2472
 BC2472.Click photographs - Photos may exist for this station.
 BC2472
 BC2472.The dynamic height is computed by dividing the NAVD 88
 BC2472.geopotential number by the normal gravity value computed on the
 BC2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2472.degrees latitude (g = 980.6199 gals.).
 BC2472
 BC2472.The modeled gravity was interpolated from observed gravity values.
 BC2472
 BC2472;                    North         East    Units  Estimated Accuracy
 BC2472;SPC FL E     -   697,777.      154,011.      MT  (+/- 10 meters HH2 GPS)
 BC2472
 BC2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5402688671(NAD 83)
 BC2472
 BC2472                          SUPERSEDED SURVEY CONTROL
 BC2472
 BC2472  NAVD 88 (05/20/94)   13.389  (m)           43.93   (f) SUPERSEDED  1 2
 BC2472  NAVD 88 (06/15/91)   13.400  (m)           43.96   (f) SUPERSEDED  1 2
 BC2472  NGVD 29 (09/01/92)   13.742  (m)           45.09   (f) ADJUSTED    1 2
 BC2472
 BC2472.Superseded values are not recommended for survey control.
 BC2472
 BC2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2472.See file dsdata.pdf to determine how the superseded data were derived.
 BC2472
 BC2472_MARKER: DD = SURVEY DISK
 BC2472_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC2472_SP_SET: BRIDGE GUARD RAIL
 BC2472_STAMPING: 0058 C
 BC2472_MARK LOGO: FLDT
 BC2472_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2472_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2472+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 BC2472
 BC2472  HISTORY     - Date     Condition        Report By
 BC2472  HISTORY     - UNK      MONUMENTED       FLDT
 BC2472  HISTORY     - 1985     GOOD             FLDNR
 BC2472  HISTORY     - 19910425 GOOD             NGS
 BC2472  HISTORY     - 20040321 GOOD             FLDEP
 BC2472
 BC2472                          STATION DESCRIPTION
 BC2472
 BC2472'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2472'4 MI SW FROM FERNANDINA BEACH.
 BC2472'THE MARK IS 3 FT ABOVE ROAD.
 BC2472'THE MARK IS AT THE NORTHEAST END OF THE STATE ROAD A1A BRIDGE OVER
 BC2472'KINGSLEY CREEK (INTRACOASTAL WATERWAY), 23.6 FEET NORTHWEST OF THE
 BC2472'CENTERLINE OF THE WESTBOUND LANE OF A1A, 7.2 FEET SOUTHWEST OF THE
 BC2472'NORTHEAST END OF THE GUARDRAIL, AND 0.75 FOOT NORTHEAST OF THE BRIDGE
 BC2472'ABUTMENT.
 BC2472
 BC2472                          STATION RECOVERY (1991)
 BC2472
 BC2472'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC2472'6.0 KM (3.7 MI) SOUTHERLY ALONG STATE HIGHWAY A1A FROM THE
 BC2472'INTERSECTION OF CENTRE STREET IN FERNANDINA BEACH, IN TOP OF AND 0.2
 BC2472'M (0.7 FT) SOUTH OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF
 BC2472'THE WESTBOUND HIGHWAY BRIDGE SPANNING KINGSLEY CREEK, 7.0 M (23.0 FT)
 BC2472'NORTH OF THE HIGHWAY CENTERLINE, AND 0.9 M (3.0 FT) ABOVE THE LEVEL
 BC2472'OF THE HIGHWAY.
 BC2472
 BC2472                          STATION RECOVERY (2004)
 BC2472
 BC2472'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2472'THE MARK IS 3.0 MI (4.8 KM) SOUTHWEST OF FERNANDINA BEACH, IN SECTION
 BC2472'37, TOWNSHIP 2 NORTH, RANGE 28 EAST.
 BC2472'
 BC2472'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A (STATE ROAD
 BC2472'200), SADLER ROAD (COUNTY ROAD 108) AND BONNIEVIEW ROAD IN FERNANDINA
 BC2472'BEACH, GO SOUTH AND WEST ON STATE ROAD A1A FOR 1.5 MI (2.4 KM) TO THE
 BC2472'EAST END OF THE BRIDGE SPAN OF THE WESTBOUND HIGHWAY BRIDGE OVER
 BC2472'KINGSLEY CREEK (AMELIA RIVER) AND THE MARK ON THE RIGHT, SET FLUSH IN
 BC2472'THE TOP OF THE CONCRETE GUARD RAIL, 3.0 FT (0.9 M) ABOVE THE LEVEL OF
 BC2472'STATE ROAD A1A.
 BC2472'
 BC2472'LOCATED 23.6 FT (7.2 M) NORTHWEST OF THE CENTERLINE OF THE WESTBOUND
 BC2472'LANES OF STATE ROAD A1A, 7.2 FT (2.2 M) SOUTHWEST OF THE NORTHEAST END
 BC2472'OF THE GUARD RAIL OVER THE NORTHEAST BRIDGE ABUTMENT AND 0.7 FT (21
 BC2472'CM) NORTHEAST OF THE SOUTHWEST END OF BRIDGE ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2476 ***********************************************************************
 BC2476  DESIGNATION -  872 0058 C TIDAL
 BC2476  PID         -  BC2476
 BC2476  STATE/COUNTY-  FL/NASSAU
 BC2476  COUNTRY     -  US
 BC2476  USGS QUAD   -  FERNANDINA BEACH (2018)
 BC2476
 BC2476                         *CURRENT SURVEY CONTROL
 BC2476  ______________________________________________________________________
 BC2476* NAD 83(1986) POSITION- 30 37 35.     (N) 081 29 08.     (W)   SCALED
 BC2476* NAVD 88 ORTHO HEIGHT -     1.592 (meters)        5.22  (feet) ADJUSTED
 BC2476  ______________________________________________________________________
 BC2476  GEOID HEIGHT    -        -28.474 (meters)                     GEOID18
 BC2476  DYNAMIC HEIGHT  -          1.590 (meters)        5.22  (feet) COMP
 BC2476  MODELED GRAVITY -    979,388.4   (mgal)                       NAVD 88
 BC2476
 BC2476  VERT ORDER      -  SECOND    CLASS I
 BC2476
 BC2476.The horizontal coordinates were scaled from a map and have
 BC2476.an estimated accuracy of +/- 6 seconds.
 BC2476
 BC2476.The orthometric height was determined by differential leveling and
 BC2476.adjusted by the NATIONAL GEODETIC SURVEY
 BC2476.in June 1991.
 BC2476
 BC2476.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2476.GEOID18 height accuracy estimate available here.
 BC2476
 BC2476.Click photographs - Photos may exist for this station.
 BC2476
 BC2476.The dynamic height is computed by dividing the NAVD 88
 BC2476.geopotential number by the normal gravity value computed on the
 BC2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2476.degrees latitude (g = 980.6199 gals.).
 BC2476
 BC2476.The modeled gravity was interpolated from observed gravity values.
 BC2476
 BC2476;                    North         East    Units  Estimated Accuracy
 BC2476;SPC FL E     -   697,400.      153,450.      MT  (+/- 180 meters Scaled)
 BC2476
 BC2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP534882(NAD 83)
 BC2476
 BC2476                          SUPERSEDED SURVEY CONTROL
 BC2476
 BC2476  NGVD 29 (09/01/92)    1.943  (m)            6.37   (f) ADJUSTED    2 1
 BC2476
 BC2476.Superseded values are not recommended for survey control.
 BC2476
 BC2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2476.See file dsdata.pdf to determine how the superseded data were derived.
 BC2476
 BC2476_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BC2476_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC2476_SP_SET: TOWER BASE
 BC2476_STAMPING: 0058 C 1982
 BC2476_MARK LOGO: LOCSUR
 BC2476_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2476_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2476_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2476+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 BC2476
 BC2476  HISTORY     - Date     Condition        Report By
 BC2476  HISTORY     - 1982     MONUMENTED       LOCSUR
 BC2476  HISTORY     - 1985     GOOD             FLDNR
 BC2476  HISTORY     - 20040321 GOOD             FLDEP
 BC2476
 BC2476                          STATION DESCRIPTION
 BC2476
 BC2476'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2476'4.1 MI SW FROM FERNANDINA BEACH.
 BC2476'THE MARK IS LOCATED AT THE STATE ROAD A1A BRIDGE OVER KINGSLEY CREEK
 BC2476'(INTRACOASTAL WATERWAY), ON THE WEST SIDE OF THE CREEK, SET IN THE
 BC2476'EAST CORNER OF THE EAST CONCRETE FOOT FOR A POWER TRANSMISSION TOWER
 BC2476'(SECOND TOWER WEST OF KINGSLEY CREEK), 107 FEET SOUTH OF THE
 BC2476'CENTERLINE OF THE SOUTH SPAN OF A1A, 49.5 FEET SOUTH OF THE
 BC2476'CENTERLINE OF THE DIRT ROAD TO THE DOWN UNDER RESTAURANT, AND 26 FEET
 BC2476'NORTH- NORTHEAST OF A POWER POLE.
 BC2476
 BC2476                          STATION RECOVERY (2004)
 BC2476
 BC2476'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2476'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC2476'
 BC2476'NOTE-THE MARK IS 3.3 MI (5.3 KM) SOUTHWEST OF FERNANDINA BEACH, IN
 BC2476'SECTION 37, TOWNSHIP 2 NORTH, RANGE 28 EAST LOCATED 55.0 FT (16.8 M)
 BC2476'SOUTH OF THE CENTER OF A GRADED ACCESS ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0188 ***********************************************************************
 BC0188  DESIGNATION -  872 0061 TIDAL 1
 BC0188  PID         -  BC0188
 BC0188  STATE/COUNTY-  FL/NASSAU
 BC0188  COUNTRY     -  US
 BC0188  USGS QUAD   -  AMELIA CITY (2018)
 BC0188
 BC0188                         *CURRENT SURVEY CONTROL
 BC0188  ______________________________________________________________________
 BC0188* NAD 83(1986) POSITION- 30 37 12.     (N) 081 26 26.     (W)   SCALED
 BC0188* NAVD 88 ORTHO HEIGHT -     5.877 (meters)       19.28  (feet) ADJUSTED
 BC0188  ______________________________________________________________________
 BC0188  GEOID HEIGHT    -        -28.509 (meters)                     GEOID18
 BC0188  DYNAMIC HEIGHT  -          5.870 (meters)       19.26  (feet) COMP
 BC0188  MODELED GRAVITY -    979,387.9   (mgal)                       NAVD 88
 BC0188
 BC0188  VERT ORDER      -  FIRST     CLASS II
 BC0188
 BC0188.The horizontal coordinates were scaled from a map and have
 BC0188.an estimated accuracy of +/- 6 seconds.
 BC0188
 BC0188.The orthometric height was determined by differential leveling and
 BC0188.adjusted by the NATIONAL GEODETIC SURVEY
 BC0188.in June 1991.
 BC0188
 BC0188.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0188.GEOID18 height accuracy estimate available here.
 BC0188
 BC0188.Click photographs - Photos may exist for this station.
 BC0188
 BC0188.The dynamic height is computed by dividing the NAVD 88
 BC0188.geopotential number by the normal gravity value computed on the
 BC0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0188.degrees latitude (g = 980.6199 gals.).
 BC0188
 BC0188.The modeled gravity was interpolated from observed gravity values.
 BC0188
 BC0188;                    North         East    Units  Estimated Accuracy
 BC0188;SPC FL E     -   696,680.      157,760.      MT  (+/- 180 meters Scaled)
 BC0188
 BC0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP577875(NAD 83)
 BC0188
 BC0188                          SUPERSEDED SURVEY CONTROL
 BC0188
 BC0188  NGVD 29 (??/??/92)    6.236  (m)           20.46   (f) ADJ UNCH    1 2
 BC0188
 BC0188.Superseded values are not recommended for survey control.
 BC0188
 BC0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0188.See file dsdata.pdf to determine how the superseded data were derived.
 BC0188
 BC0188_MARKER: DB = BENCH MARK DISK
 BC0188_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC0188_SP_SET: STEP
 BC0188_STAMPING: NO 1 1953
 BC0188_MARK LOGO: CGS
 BC0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0188
 BC0188  HISTORY     - Date     Condition        Report By
 BC0188  HISTORY     - 1953     MONUMENTED       CGS
 BC0188  HISTORY     - 1970     GOOD             NGS
 BC0188
 BC0188                          STATION DESCRIPTION
 BC0188
 BC0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0188'4.8 MI SE FROM FERNANDINA BEACH.
 BC0188'ABOUT 4.85 MILES SOUTHEAST ALONG STATE HIGHWAY A 1 A FROM THE
 BC0188'MASONIC HALL AT FERNANDINA BEACH, ABOUT 0.05 MILE SOUTH OF A
 BC0188'FISHING PIER, ABOUT 1.25 MILE SOUTH OF THE JUNCTION OF STATE
 BC0188'HIGHWAY 105 LEADING WEST, AT THE BLUE MARLIN CABIN COURT, SET
 BC0188'ON THE TOP OF THE WEST END OF THE BOTTOM CONCRETE STEP AT THE
 BC0188'ENTRANCE TO CABIN NUMBER 1 OF THE CABIN COURT, 54 FEET EAST OF
 BC0188'THE CENTER LINE OF THE HIGHWAY, ABOUT 2 FEET BELOW THE LEVEL OF
 BC0188'THE HIGHWAY AND 6 INCHES ABOVE THE LEVEL OF THE GROUND.  MARK
 BC0188'MAY BE REACHED FROM AMELIA CITY BY GOING 2.55 MILES NORTHEAST
 BC0188'ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION OF STATE HIGHWAY
 BC0188'105 A TO MARK ON RIGHT.  NOTE-- THE STEP APPEARS TO BE DETACHED
 BC0188'FROM THE BUILDING AND NOT IN VERY GOOD CONDITION.  MARK SHOULD
 BC0188'PROBABLY BE USED WITH CAUTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0187 ***********************************************************************
 BC0187  DESIGNATION -  872 0061 TIDAL 2
 BC0187  PID         -  BC0187
 BC0187  STATE/COUNTY-  FL/NASSAU
 BC0187  COUNTRY     -  US
 BC0187  USGS QUAD   -  AMELIA CITY (2018)
 BC0187
 BC0187                         *CURRENT SURVEY CONTROL
 BC0187  ______________________________________________________________________
 BC0187* NAD 83(1986) POSITION- 30 37 14.     (N) 081 26 26.     (W)   SCALED
 BC0187* NAVD 88 ORTHO HEIGHT -     6.228 (meters)       20.43  (feet) ADJUSTED
 BC0187  ______________________________________________________________________
 BC0187  GEOID HEIGHT    -        -28.509 (meters)                     GEOID18
 BC0187  DYNAMIC HEIGHT  -          6.220 (meters)       20.41  (feet) COMP
 BC0187  MODELED GRAVITY -    979,387.9   (mgal)                       NAVD 88
 BC0187
 BC0187  VERT ORDER      -  FIRST     CLASS II
 BC0187
 BC0187.The horizontal coordinates were scaled from a map and have
 BC0187.an estimated accuracy of +/- 6 seconds.
 BC0187
 BC0187.The orthometric height was determined by differential leveling and
 BC0187.adjusted by the NATIONAL GEODETIC SURVEY
 BC0187.in June 1991.
 BC0187
 BC0187.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0187.GEOID18 height accuracy estimate available here.
 BC0187
 BC0187.Click photographs - Photos may exist for this station.
 BC0187
 BC0187.The dynamic height is computed by dividing the NAVD 88
 BC0187.geopotential number by the normal gravity value computed on the
 BC0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0187.degrees latitude (g = 980.6199 gals.).
 BC0187
 BC0187.The modeled gravity was interpolated from observed gravity values.
 BC0187
 BC0187;                    North         East    Units  Estimated Accuracy
 BC0187;SPC FL E     -   696,740.      157,760.      MT  (+/- 180 meters Scaled)
 BC0187
 BC0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP577876(NAD 83)
 BC0187
 BC0187                          SUPERSEDED SURVEY CONTROL
 BC0187
 BC0187  NGVD 29 (??/??/92)    6.587  (m)           21.61   (f) ADJ UNCH    1 2
 BC0187
 BC0187.Superseded values are not recommended for survey control.
 BC0187
 BC0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0187.See file dsdata.pdf to determine how the superseded data were derived.
 BC0187
 BC0187_MARKER: DB = BENCH MARK DISK
 BC0187_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BC0187_STAMPING: NO2 1953
 BC0187_MARK LOGO: CGS
 BC0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0187
 BC0187  HISTORY     - Date     Condition        Report By
 BC0187  HISTORY     - 1953     MONUMENTED       CGS
 BC0187  HISTORY     - 1972     GOOD             NGS
 BC0187  HISTORY     - 1975     MARK NOT FOUND   USGS
 BC0187
 BC0187                          STATION DESCRIPTION
 BC0187
 BC0187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 BC0187'4.6 MI SE FROM FERNANDINA.
 BC0187'ABOUT 2.15 MILES SOUTH ALONG STATE HIGHWAY ALA (EIGHT STREET)
 BC0187'FROM THE JUNCTION OF ATLANTIC AVENUE AT FERNANDINA, THENCE
 BC0187'ABOUT 1.3 MILES EAST ALONG ALTERNATE STATE HIGHWAY A1A, THENCE
 BC0187'ABOUT 1.1 MILES SOUTH ALONG STATE HIGHWAY A1A, 33 FEET WEST
 BC0187'OF CENTER LINE OF HIGHWAY, 1 FOOT NORTH OF A METAL WITNESS
 BC0187'POST, 50.1 FEET SOUTH OF TELEPHONE POLE AT SE SIDE OF SURF
 BC0187'MOTEL, ABOUT 2 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE
 BC0187'TOP OF A CONCRETE FILLED 8-INCH TILE PROJECTING 1 FOOT.
 BC0187
 BC0187                          STATION RECOVERY (1975)
 BC0187
 BC0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 BC0187'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0186 ***********************************************************************
 BC0186  DESIGNATION -  872 0061 TIDAL 3
 BC0186  PID         -  BC0186
 BC0186  STATE/COUNTY-  FL/NASSAU
 BC0186  COUNTRY     -  US
 BC0186  USGS QUAD   -  AMELIA CITY (2018)
 BC0186
 BC0186                         *CURRENT SURVEY CONTROL
 BC0186  ______________________________________________________________________
 BC0186* NAD 83(1986) POSITION- 30 37 17.     (N) 081 26 26.     (W)   SCALED
 BC0186* NAVD 88 ORTHO HEIGHT -     5.850 (meters)       19.19  (feet) ADJUSTED
 BC0186  ______________________________________________________________________
 BC0186  GEOID HEIGHT    -        -28.509 (meters)                     GEOID18
 BC0186  DYNAMIC HEIGHT  -          5.842 (meters)       19.17  (feet) COMP
 BC0186  MODELED GRAVITY -    979,388.0   (mgal)                       NAVD 88
 BC0186
 BC0186  VERT ORDER      -  FIRST     CLASS II
 BC0186
 BC0186.The horizontal coordinates were scaled from a map and have
 BC0186.an estimated accuracy of +/- 6 seconds.
 BC0186
 BC0186.The orthometric height was determined by differential leveling and
 BC0186.adjusted by the NATIONAL GEODETIC SURVEY
 BC0186.in June 1991.
 BC0186
 BC0186.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0186.GEOID18 height accuracy estimate available here.
 BC0186
 BC0186.Click photographs - Photos may exist for this station.
 BC0186
 BC0186.The dynamic height is computed by dividing the NAVD 88
 BC0186.geopotential number by the normal gravity value computed on the
 BC0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0186.degrees latitude (g = 980.6199 gals.).
 BC0186
 BC0186.The modeled gravity was interpolated from observed gravity values.
 BC0186
 BC0186;                    North         East    Units  Estimated Accuracy
 BC0186;SPC FL E     -   696,830.      157,760.      MT  (+/- 180 meters Scaled)
 BC0186
 BC0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP577877(NAD 83)
 BC0186
 BC0186                          SUPERSEDED SURVEY CONTROL
 BC0186
 BC0186  NGVD 29 (??/??/92)    6.209  (m)           20.37   (f) ADJ UNCH    1 2
 BC0186
 BC0186.Superseded values are not recommended for survey control.
 BC0186
 BC0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0186.See file dsdata.pdf to determine how the superseded data were derived.
 BC0186
 BC0186_MARKER: DB = BENCH MARK DISK
 BC0186_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC0186_SP_SET: PATIO
 BC0186_STAMPING: NO 3 1953
 BC0186_MARK LOGO: CGS
 BC0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0186
 BC0186  HISTORY     - Date     Condition        Report By
 BC0186  HISTORY     - 1953     MONUMENTED       CGS
 BC0186  HISTORY     - 1970     GOOD             NGS
 BC0186  HISTORY     - 1974     GOOD             NGS
 BC0186
 BC0186                          STATION DESCRIPTION
 BC0186
 BC0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0186'4.7 MI SE FROM FERNANDINA BEACH.
 BC0186'ABOUT 4.7 MILES SOUTHEAST ALONG STATE HIGHWAY A 1 A FROM THE
 BC0186'MASONIC HALL AT FERNANDINA BEACH, ABOUT 1.1 MILES SOUTH OF THE
 BC0186'JUNCTION OF STATE HIGHWAY 105 LEADING WEST FROM THE SEASIDE
 BC0186'HOTEL, 0.1 MILE NORTH OF A FISHING PIER EXTENDING OUT IN THE
 BC0186'OCEAN, SET IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 BC0186'PATIO AT THE REAR OF A RESIDENCE AT 3106 FLETCHER AVENUE, 6.0
 BC0186'FEET NORTH OF THE NORTHEAST CORNER OF THE RESIDENCE, 53 FEET EAST
 BC0186'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW THE
 BC0186'LEVEL OF THE HIGHWAY.
 BC0186
 BC0186                          STATION RECOVERY (1974)
 BC0186
 BC0186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BC0186'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1452 ***********************************************************************
 BC1452  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1452  DESIGNATION -  872 0084 D TIDAL
 BC1452  PID         -  BC1452
 BC1452  STATE/COUNTY-  FL/NASSAU
 BC1452  COUNTRY     -  US
 BC1452  USGS QUAD   -  ITALIA (2018)
 BC1452
 BC1452                         *CURRENT SURVEY CONTROL
 BC1452  ______________________________________________________________________
 BC1452* NAD 83(1986) POSITION- 30 35 20.     (N) 081 39 39.     (W)   SCALED
 BC1452* NAVD 88 ORTHO HEIGHT -     1.561 (meters)        5.12  (feet) ADJUSTED
 BC1452  ______________________________________________________________________
 BC1452  GEOID HEIGHT    -        -28.359 (meters)                     GEOID18
 BC1452  DYNAMIC HEIGHT  -          1.559 (meters)        5.11  (feet) COMP
 BC1452  MODELED GRAVITY -    979,381.4   (mgal)                       NAVD 88
 BC1452
 BC1452  VERT ORDER      -  SECOND    CLASS I
 BC1452
 BC1452.The horizontal coordinates were scaled from a map and have
 BC1452.an estimated accuracy of +/- 6 seconds.
 BC1452
 BC1452.The orthometric height was determined by differential leveling and
 BC1452.adjusted by the NATIONAL GEODETIC SURVEY
 BC1452.in June 1991.
 BC1452
 BC1452.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1452.GEOID18 height accuracy estimate available here.
 BC1452
 BC1452.This Tidal Bench Mark is designated as VM 5001
 BC1452.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1452
 BC1452.Click photographs - Photos may exist for this station.
 BC1452
 BC1452.The dynamic height is computed by dividing the NAVD 88
 BC1452.geopotential number by the normal gravity value computed on the
 BC1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1452.degrees latitude (g = 980.6199 gals.).
 BC1452
 BC1452.The modeled gravity was interpolated from observed gravity values.
 BC1452
 BC1452;                    North         East    Units  Estimated Accuracy
 BC1452;SPC FL E     -   693,330.      136,620.      MT  (+/- 180 meters Scaled)
 BC1452
 BC1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP366842(NAD 83)
 BC1452
 BC1452                          SUPERSEDED SURVEY CONTROL
 BC1452
 BC1452  NGVD 29 (09/01/92)    1.880  (m)            6.17   (f) ADJUSTED    2 1
 BC1452
 BC1452.Superseded values are not recommended for survey control.
 BC1452
 BC1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1452.See file dsdata.pdf to determine how the superseded data were derived.
 BC1452
 BC1452_MARKER: DD = SURVEY DISK
 BC1452_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1452_STAMPING: 0084 D 1978
 BC1452_MARK LOGO: NOS
 BC1452_PROJECTION: FLUSH
 BC1452_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1452_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1452
 BC1452  HISTORY     - Date     Condition        Report By
 BC1452  HISTORY     - 1978     MONUMENTED       NOS
 BC1452  HISTORY     - 1978     GOOD             FLDNR
 BC1452  HISTORY     - 1978     GOOD             FLDNR
 BC1452  HISTORY     - 1985     GOOD             FLDNR
 BC1452  HISTORY     - 20021123 MARK NOT FOUND   FLDEP
 BC1452  HISTORY     - 20040413 MARK NOT FOUND   FLDEP
 BC1452
 BC1452                          STATION DESCRIPTION
 BC1452
 BC1452'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1452'4.7 MI SW FROM YULEE.
 BC1452'BEGIN AT THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD A1A, IN
 BC1452'YULEE, PROCEED WEST ALONG STATE ROAD A1A, 4.6 MILES TO EDWARDS
 BC1452'ROAD, THENCE SOUTH ALONG EDWARDS ROAD 0.85 MILES TO DIRT ROAD
 BC1452'NUMBER 25, THENCE EAST ALONG DIRT ROAD NUMBER 25 TO DIRT ROAD
 BC1452'NUMBER 25A, THENCE SOUTH ALONG DIRT ROAD 25A, 0.5 MILES TO THE
 BC1452'UPPER NASSAU RIVER, AND THE MARK. MARK BEARS 58 FEET WEST OF THE
 BC1452'INTERSECTION OF DIRT ROAD 25A AND A FIRE LANE, 56 FEET NORTH OF
 BC1452'THE NORTH EDGE OF THE RIVER, 227 FEET WEST OF TIDAL 0084 E. 358
 BC1452'FEET EAST OF TIDAL BOGGY 1.
 BC1452
 BC1452                          STATION RECOVERY (1978)
 BC1452
 BC1452'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1452'BEGIN AT THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD A1A, IN
 BC1452'YULEE, PROCEED WEST ALONG STATE ROAD A1A, 4.6 MILES TO EDWARDS
 BC1452'ROAD, THENCE SOUTH ALONG EDWARDS ROAD 0.85 MILES TO DIRT ROAD
 BC1452'NUMBER 25, THENCE EAST ALONG DIRT ROAD NUMBER 25 TO DIRT ROAD
 BC1452'NUMBER 25A, THENCE SOUTH ALONG DIRT ROAD 25A, 0.5 MILES TO THE
 BC1452'UPPER NASSAU RIVER, AND THE MARK. MARK BEARS 58 FEET WEST OF THE
 BC1452'INTERSECTION OF DIRT ROAD 25A AND A FIRE LANE, 56 FEET NORTH OF
 BC1452'THE NORTH EDGE OF THE RIVER, 227 FEET WEST OF TIDAL 0084 E. AND 358
 BC1452'FEET EAST OF TIDAL BOGGY 1.
 BC1452
 BC1452                          STATION RECOVERY (1985)
 BC1452
 BC1452'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1452'RECOVERED IN GOOD CONDITION EXCEPT TO REACH THE MARK BEGIN AT THE
 BC1452'INTERCHANGE OF INTERSTATE 95 AND STATE ROAD A1A, GO 1.55 MILES WEST
 BC1452'ON A1A TO THE JUNCTION OF EDWARDS ROAD, GO SOUTH AND EAST 2.25 MILES
 BC1452'ON EDWARDS ROAD TO A PRIVATE LOT ON THE RIGHT.
 BC1452
 BC1452                          STATION RECOVERY (2002)
 BC1452
 BC1452'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC1452'SEARCHED FOR, NOT FOUND. APPEARS TO FALL UNDER HOUSE AT 330 EDWARDS
 BC1452'ROAD
 BC1452
 BC1452                          STATION RECOVERY (2004)
 BC1452
 BC1452'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1452'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1456 ***********************************************************************
 BC1456  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1456  DESIGNATION -  872 0084 E TIDAL
 BC1456  PID         -  BC1456
 BC1456  STATE/COUNTY-  FL/NASSAU
 BC1456  COUNTRY     -  US
 BC1456  USGS QUAD   -  ITALIA (2018)
 BC1456
 BC1456                         *CURRENT SURVEY CONTROL
 BC1456  ______________________________________________________________________
 BC1456* NAD 83(1986) POSITION- 30 35 20.     (N) 081 39 37.     (W)   SCALED
 BC1456* NAVD 88 ORTHO HEIGHT -     1.304 (meters)        4.28  (feet) ADJUSTED
 BC1456  ______________________________________________________________________
 BC1456  GEOID HEIGHT    -        -28.359 (meters)                     GEOID18
 BC1456  DYNAMIC HEIGHT  -          1.303 (meters)        4.27  (feet) COMP
 BC1456  MODELED GRAVITY -    979,381.4   (mgal)                       NAVD 88
 BC1456
 BC1456  VERT ORDER      -  SECOND    CLASS I
 BC1456
 BC1456.The horizontal coordinates were scaled from a map and have
 BC1456.an estimated accuracy of +/- 6 seconds.
 BC1456
 BC1456.The orthometric height was determined by differential leveling and
 BC1456.adjusted by the NATIONAL GEODETIC SURVEY
 BC1456.in June 1991.
 BC1456
 BC1456.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1456.GEOID18 height accuracy estimate available here.
 BC1456
 BC1456.This Tidal Bench Mark is designated as VM 5002
 BC1456.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1456
 BC1456.Click photographs - Photos may exist for this station.
 BC1456
 BC1456.The dynamic height is computed by dividing the NAVD 88
 BC1456.geopotential number by the normal gravity value computed on the
 BC1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1456.degrees latitude (g = 980.6199 gals.).
 BC1456
 BC1456.The modeled gravity was interpolated from observed gravity values.
 BC1456
 BC1456;                    North         East    Units  Estimated Accuracy
 BC1456;SPC FL E     -   693,330.      136,680.      MT  (+/- 180 meters Scaled)
 BC1456
 BC1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP366842(NAD 83)
 BC1456
 BC1456                          SUPERSEDED SURVEY CONTROL
 BC1456
 BC1456  NGVD 29 (09/01/92)    1.623  (m)            5.32   (f) ADJUSTED    2 1
 BC1456
 BC1456.Superseded values are not recommended for survey control.
 BC1456
 BC1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1456.See file dsdata.pdf to determine how the superseded data were derived.
 BC1456
 BC1456_MARKER: DD = SURVEY DISK
 BC1456_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1456_STAMPING: 0084 E 1978
 BC1456_MARK LOGO: NOS
 BC1456_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1456
 BC1456  HISTORY     - Date     Condition        Report By
 BC1456  HISTORY     - 1978     MONUMENTED       NOS
 BC1456  HISTORY     - 1978     GOOD             FLDNR
 BC1456  HISTORY     - 1978     GOOD             FLDNR
 BC1456  HISTORY     - 20021123 MARK NOT FOUND   FLDEP
 BC1456  HISTORY     - 20040413 MARK NOT FOUND   FLDEP
 BC1456
 BC1456                          STATION DESCRIPTION
 BC1456
 BC1456'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1456'4.6 MI SW FROM YULEE.
 BC1456'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD A1A, IN
 BC1456'YULEE, PROCEED WEST ALONG STATE ROAD A1A, 4.6 MILES TO DIRT ROAD
 BC1456'NUMBER 25, PROCEED EAST ALONG DIRT ROAD NUMBER 25, 0.7 MILES TO
 BC1456'DIRT ROAD NUMBER 25A, PROCEED SOUTH ALONG DIRT ROAD NUMBER 25A,
 BC1456'0.5 MILES TO UPPER NASSAU RIVER, AND THE MARK LOCATION. MARK BEARS
 BC1456'169 FEET EAST OF THE INTERSECTION OF DIRT ROAD NUMBER 25A AND A
 BC1456'FIRE LANE, 44 FEET NORTH OF THE NORTH EDGE OF UPPER NASSAU RIVER,
 BC1456'16 FEET NORTH OF FIRE LANE, 227 FEET EAST OF TIDAL 0084 D.
 BC1456
 BC1456                          STATION RECOVERY (1978)
 BC1456
 BC1456'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1456'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD A1A, IN
 BC1456'YULEE, PROCEED WEST ALONG STATE ROAD A1A, 4.6 MILES TO DIRT ROAD
 BC1456'NUMBER 25, PROCEED EAST ALONG DIRT ROAD NUMBER 25, 0.7 MILES TO
 BC1456'DIRT ROAD NUMBER 25A, PROCEED SOUTH ALONG DIRT ROAD NUMBER 25A,
 BC1456'0.5 MILES TO UPPER NASSAU RIVER, AND THE MARK LOCATION. MARK BEARS
 BC1456'169 FEET EAST OF THE INTERSECTION OF DIRT ROAD NUMBER 25A AND A
 BC1456'FIRE LANE, 44 FEET NORTH OF THE NORTH EDGE OF UPPER NASSAU RIVER,
 BC1456'16 FEET NORTH OF FIRE LANE, 227 FEET EAST OF TIDAL 0084 D.
 BC1456
 BC1456                          STATION RECOVERY (2002)
 BC1456
 BC1456'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC1456'SEARCHED FOR, NOT FOUND. LOCATION APPEARS TO BE NEAR THE FOUNDATION OF
 BC1456'A PORCH AT 322 EDWARDS ROAD
 BC1456
 BC1456                          STATION RECOVERY (2004)
 BC1456
 BC1456'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1456'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2459 ***********************************************************************
 BC2459  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2459  DESIGNATION -  872 0084 F TIDAL
 BC2459  PID         -  BC2459
 BC2459  STATE/COUNTY-  FL/NASSAU
 BC2459  COUNTRY     -  US
 BC2459  USGS QUAD   -  ITALIA (2018)
 BC2459
 BC2459                         *CURRENT SURVEY CONTROL
 BC2459  ______________________________________________________________________
 BC2459* NAD 83(1986) POSITION- 30 35 23.     (N) 081 39 41.     (W)   SCALED
 BC2459* NAVD 88 ORTHO HEIGHT -     1.729 (meters)        5.67  (feet) ADJUSTED
 BC2459  ______________________________________________________________________
 BC2459  GEOID HEIGHT    -        -28.359 (meters)                     GEOID18
 BC2459  DYNAMIC HEIGHT  -          1.726 (meters)        5.66  (feet) COMP
 BC2459  MODELED GRAVITY -    979,381.5   (mgal)                       NAVD 88
 BC2459
 BC2459  VERT ORDER      -  SECOND    CLASS I
 BC2459
 BC2459.The horizontal coordinates were scaled from a map and have
 BC2459.an estimated accuracy of +/- 6 seconds.
 BC2459
 BC2459.The orthometric height was determined by differential leveling and
 BC2459.adjusted by the NATIONAL GEODETIC SURVEY
 BC2459.in June 1991.
 BC2459
 BC2459.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2459.GEOID18 height accuracy estimate available here.
 BC2459
 BC2459.This Tidal Bench Mark is designated as VM 5003
 BC2459.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2459
 BC2459.Click photographs - Photos may exist for this station.
 BC2459
 BC2459.The dynamic height is computed by dividing the NAVD 88
 BC2459.geopotential number by the normal gravity value computed on the
 BC2459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2459.degrees latitude (g = 980.6199 gals.).
 BC2459
 BC2459.The modeled gravity was interpolated from observed gravity values.
 BC2459
 BC2459;                    North         East    Units  Estimated Accuracy
 BC2459;SPC FL E     -   693,430.      136,570.      MT  (+/- 180 meters Scaled)
 BC2459
 BC2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP365843(NAD 83)
 BC2459
 BC2459                          SUPERSEDED SURVEY CONTROL
 BC2459
 BC2459  NGVD 29 (09/01/92)    2.048  (m)            6.72   (f) ADJUSTED    2 1
 BC2459
 BC2459.Superseded values are not recommended for survey control.
 BC2459
 BC2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2459.See file dsdata.pdf to determine how the superseded data were derived.
 BC2459
 BC2459_MARKER: DJ = TIDAL STATION DISK
 BC2459_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2459_STAMPING: 0084 F 1984
 BC2459_MARK LOGO: NOS
 BC2459_PROJECTION: PROJECTING 8 CENTIMETERS
 BC2459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2459_ROD/PIPE-DEPTH: 13.1 meters
 BC2459
 BC2459  HISTORY     - Date     Condition        Report By
 BC2459  HISTORY     - 1984     MONUMENTED       FLDNR
 BC2459  HISTORY     - 20021123 MARK NOT FOUND   FLDEP
 BC2459  HISTORY     - 20040413 MARK NOT FOUND   FLDEP
 BC2459
 BC2459                          STATION DESCRIPTION
 BC2459
 BC2459'DESCRIBED BY FL DEPT OF NAT RES 1984
 BC2459'7 MI SW FROM YULEE.
 BC2459'BEGIN AT THE INTERCHANGE OF INTERSTATE 95 AND STATE ROAD A1A, GO 1.55
 BC2459'MILES WEST ON A1A TO THE JUNCTION OF EDWARDS ROAD, GO 2.25 MILES
 BC2459'SOUTH AND EAST ON EDWARDS ROAD TO THE MARK.  THE MARK BEARS 33.3 FEET
 BC2459'SOUTH OF THE CENTERLINE OF EDWARDS ROAD, 4.6 FEET SOUTH-SOUTHWEST OF
 BC2459'A POWER LINE ANCHOR POLE, 54.7 FEET WEST OF AN 18-INCH DIAMETER OAK
 BC2459'TREE, AND 1.8 FEET NORTH OF A WITNESS POST.
 BC2459
 BC2459                          STATION RECOVERY (2002)
 BC2459
 BC2459'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC2459'SEARCHED FOR, NOT FOUND.
 BC2459
 BC2459                          STATION RECOVERY (2004)
 BC2459
 BC2459'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2459'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO3997 ***********************************************************************
 DO3997  DESIGNATION -  872 0084 G
 DO3997  PID         -  DO3997
 DO3997  STATE/COUNTY-  FL/NASSAU
 DO3997  COUNTRY     -  US
 DO3997  USGS QUAD   -  ITALIA (2018)
 DO3997
 DO3997                         *CURRENT SURVEY CONTROL
 DO3997  ______________________________________________________________________
 DO3997* NAD 83(1986) POSITION- 30 35 23.     (N) 081 39 52.     (W)   SCALED
 DO3997* NAVD 88 ORTHO HEIGHT -     2.046 (meters)        6.71  (feet) ADJUSTED
 DO3997  ______________________________________________________________________
 DO3997  GEOID HEIGHT    -        -28.358 (meters)                     GEOID18
 DO3997  DYNAMIC HEIGHT  -          2.043 (meters)        6.70  (feet) COMP
 DO3997  MODELED GRAVITY -    979,381.3   (mgal)                       NAVD 88
 DO3997
 DO3997  VERT ORDER      -  SECOND    CLASS I
 DO3997
 DO3997.The horizontal coordinates were scaled from a map and have
 DO3997.an estimated accuracy of +/- 6 seconds.
 DO3997
 DO3997.The orthometric height was determined by differential leveling and
 DO3997.adjusted by the NATIONAL GEODETIC SURVEY
 DO3997.in October 2016.
 DO3997
 DO3997.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO3997.GEOID18 height accuracy estimate available here.
 DO3997
 DO3997.Click photographs - Photos may exist for this station.
 DO3997
 DO3997.The dynamic height is computed by dividing the NAVD 88
 DO3997.geopotential number by the normal gravity value computed on the
 DO3997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO3997.degrees latitude (g = 980.6199 gals.).
 DO3997
 DO3997.The modeled gravity was interpolated from observed gravity values.
 DO3997
 DO3997;                    North         East    Units  Estimated Accuracy
 DO3997;SPC FL E     -   693,430.      136,280.      MT  (+/- 180 meters Scaled)
 DO3997
 DO3997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP362843(NAD 83)
 DO3997
 DO3997                          SUPERSEDED SURVEY CONTROL
 DO3997
 DO3997.No superseded survey control is available for this station.
 DO3997
 DO3997_MARKER: F = FLANGE-ENCASED ROD
 DO3997_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO3997_STAMPING: 0084 G 2004
 DO3997_MARK LOGO: NGS
 DO3997_PROJECTION: FLUSH
 DO3997_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO3997_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO3997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO3997+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 DO3997_ROD/PIPE-DEPTH: 14.2 meters
 DO3997
 DO3997  HISTORY     - Date     Condition        Report By
 DO3997  HISTORY     - 20040209 MONUMENTED       FLDEP
 DO3997
 DO3997                          STATION DESCRIPTION
 DO3997
 DO3997'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DO3997'THE MARK IS ABOUT 4.7 MI (7.6 KM) SOUTHWEST OF YULEE, IN SECTION 14,
 DO3997'TOWNSHIP 2 NORTH, RANGE 26 EAST.
 DO3997'
 DO3997'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 DO3997'STATE ROAD A1A (STATE ROAD 200) WEST OF YULEE, GO WEST ON STATE ROAD
 DO3997'A1A FOR 1.6 MI (2.6 KM) TO THE JUNCTION OF EDWARDS ROAD ON THE LEFT.
 DO3997'TURN LEFT ON EDWARDS ROAD AND GO SOUTH FOR 0.85 MI (1.4 KM) TO THE
 DO3997'INTERSECTION OF FOREST ROAD 78 (FORMERLY 25, A SAND ROAD).  CONTINUE
 DO3997'SOUTH THEN EAST ON EDWARDS ROAD FOR 1.4 MI (2.3 KM) TO THE NASSAU
 DO3997'COUNTY BOAT RAMP AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD
 DO3997'DRIVEN TO REFUSAL AT A DEPTH OF 46.5 FT (14.2 M) WITH A 5-INCH (13 CM)
 DO3997'NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND AND ABOUT
 DO3997'LEVEL WITH EDWARDS ROAD, THE DATUM POINT IS RECESSED 0.2 FT (6 CM)
 DO3997'BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DO3997'
 DO3997'LOCATED 142.0 FT (43.3 M) SOUTH OF APPROXIMATE CENTERLINE OF EDWARDS
 DO3997'ROAD (AS MEASURED ALONG THE WEST LINE OF THE PROPERTY AT 75137 EDWARDS
 DO3997'ROAD), 107.0 FT (32.6 M) NORTH OF THE TOP OF THE NORTH BANK OF THE
 DO3997'NASSAU RIVER, 80.2 FT (24.4 M) EAST-NORTHEAST OF THE NORTHWEST CORNER
 DO3997'OF A CONCRETE BOAT RAMP, 67.0 FT (20.4 M) NORTHEAST OF THE NORTHEAST
 DO3997'CORNER OF THE CONCRETE BOAT RAMP AND 4.9 FT (1.5 M) WEST OF A 4.0 FT
 DO3997'(1.2 M) HIGH CHAIN LINK FENCE AND CARSONITE WITNESS POST.
 DO3997'
 DO3997'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE 5-INCH NATIONAL
 DO3997'GEODETIC SURVEY LOGO CAP.
 DO3997'
 DO3997'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO3996 ***********************************************************************
 DO3996  DESIGNATION -  872 0084 H
 DO3996  PID         -  DO3996
 DO3996  STATE/COUNTY-  FL/NASSAU
 DO3996  COUNTRY     -  US
 DO3996  USGS QUAD   -  ITALIA (2018)
 DO3996
 DO3996                         *CURRENT SURVEY CONTROL
 DO3996  ______________________________________________________________________
 DO3996* NAD 83(1986) POSITION- 30 35 24.     (N) 081 39 52.     (W)   SCALED
 DO3996* NAVD 88 ORTHO HEIGHT -     2.153 (meters)        7.06  (feet) ADJUSTED
 DO3996  ______________________________________________________________________
 DO3996  GEOID HEIGHT    -        -28.358 (meters)                     GEOID18
 DO3996  DYNAMIC HEIGHT  -          2.150 (meters)        7.05  (feet) COMP
 DO3996  MODELED GRAVITY -    979,381.4   (mgal)                       NAVD 88
 DO3996
 DO3996  VERT ORDER      -  SECOND    CLASS I
 DO3996
 DO3996.The horizontal coordinates were scaled from a map and have
 DO3996.an estimated accuracy of +/- 6 seconds.
 DO3996
 DO3996.The orthometric height was determined by differential leveling and
 DO3996.adjusted by the NATIONAL GEODETIC SURVEY
 DO3996.in October 2016.
 DO3996
 DO3996.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO3996.GEOID18 height accuracy estimate available here.
 DO3996
 DO3996.Click photographs - Photos may exist for this station.
 DO3996
 DO3996.The dynamic height is computed by dividing the NAVD 88
 DO3996.geopotential number by the normal gravity value computed on the
 DO3996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO3996.degrees latitude (g = 980.6199 gals.).
 DO3996
 DO3996.The modeled gravity was interpolated from observed gravity values.
 DO3996
 DO3996;                    North         East    Units  Estimated Accuracy
 DO3996;SPC FL E     -   693,460.      136,280.      MT  (+/- 180 meters Scaled)
 DO3996
 DO3996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP362843(NAD 83)
 DO3996
 DO3996                          SUPERSEDED SURVEY CONTROL
 DO3996
 DO3996.No superseded survey control is available for this station.
 DO3996
 DO3996_MARKER: DD = SURVEY DISK
 DO3996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO3996_STAMPING: 0084 H 2004
 DO3996_MARK LOGO: FLDEP
 DO3996_PROJECTION: FLUSH
 DO3996_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO3996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO3996+STABILITY: SURFACE MOTION
 DO3996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO3996+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 DO3996
 DO3996  HISTORY     - Date     Condition        Report By
 DO3996  HISTORY     - 20040209 MONUMENTED       FLDEP
 DO3996
 DO3996                          STATION DESCRIPTION
 DO3996
 DO3996'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DO3996'THE MARK IS ABOUT 4.7 MI (7.6 KM) SOUTHWEST OF YULEE, IN SECTION 14,
 DO3996'TOWNSHIP 2 NORTH, RANGE 26 EAST.
 DO3996'
 DO3996'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 DO3996'STATE ROAD A1A (STATE ROAD 200) WEST OF YULEE, GO WEST ON STATE ROAD
 DO3996'A1A FOR 1.6 MI (2.6 KM) TO THE JUNCTION OF EDWARDS ROAD ON THE LEFT.
 DO3996'TURN LEFT ON EDWARDS ROAD AND GO SOUTH FOR 0.85 MI (1.4 KM) TO THE
 DO3996'INTERSECTION OF FOREST ROAD 78 (FORMERLY 25, A SAND ROAD).  CONTINUE
 DO3996'SOUTH THEN EAST ON EDWARDS ROAD FOR 1.4 MI (2.3 KM) TO THE NASSAU
 DO3996'COUNTY BOAT RAMP PARKING LOT AND THE MARK ON THE LEFT, SET IN THE TOP
 DO3996'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DO3996'
 DO3996'LOCATED 41.0 FT (12.5 M) NORTHEAST OF THE EAST END OF AN 18-INCH (46
 DO3996'CM) METAL CULVERT UNDER THE PARKING LOT DRIVE, 37.5 FT (11.4 M)
 DO3996'NORTHWEST OF THE CENTERLINE OF EDWARDS ROAD, 1.0 FT (0.3 M) EAST OF
 DO3996'THE NORTHERLY PROJECTION OF THE WEST LINE OF THE PROPERTY AT 75137
 DO3996'EDWARDS ROAD AND 1.5 FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
 DO3996'
 DO3996'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ4723 ***********************************************************************
 AJ4723  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ4723  DESIGNATION -  872 0086 K TIDAL
 AJ4723  PID         -  AJ4723
 AJ4723  STATE/COUNTY-  FL/NASSAU
 AJ4723  COUNTRY     -  US
 AJ4723  USGS QUAD   -  AMELIA CITY (2018)
 AJ4723
 AJ4723                         *CURRENT SURVEY CONTROL
 AJ4723  ______________________________________________________________________
 AJ4723* NAD 83(1986) POSITION- 30 35 19.     (N) 081 27 51.     (W)   SCALED
 AJ4723* NAVD 88 ORTHO HEIGHT -     3.245 (meters)       10.65  (feet) ADJUSTED
 AJ4723  ______________________________________________________________________
 AJ4723  GEOID HEIGHT    -        -28.490 (meters)                     GEOID18
 AJ4723  DYNAMIC HEIGHT  -          3.241 (meters)       10.63  (feet) COMP
 AJ4723  MODELED GRAVITY -    979,383.7   (mgal)                       NAVD 88
 AJ4723
 AJ4723  VERT ORDER      -  SECOND    CLASS I
 AJ4723
 AJ4723.The horizontal coordinates were scaled from a map and have
 AJ4723.an estimated accuracy of +/- 6 seconds.
 AJ4723
 AJ4723.The orthometric height was determined by differential leveling and
 AJ4723.adjusted by the NATIONAL GEODETIC SURVEY
 AJ4723.in October 2016.
 AJ4723
 AJ4723.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4723.GEOID18 height accuracy estimate available here.
 AJ4723
 AJ4723.This Tidal Bench Mark is designated as VM 19186
 AJ4723.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AJ4723
 AJ4723.Click photographs - Photos may exist for this station.
 AJ4723
 AJ4723.The dynamic height is computed by dividing the NAVD 88
 AJ4723.geopotential number by the normal gravity value computed on the
 AJ4723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4723.degrees latitude (g = 980.6199 gals.).
 AJ4723
 AJ4723.The modeled gravity was interpolated from observed gravity values.
 AJ4723
 AJ4723;                    North         East    Units  Estimated Accuracy
 AJ4723;SPC FL E     -   693,210.      155,480.      MT  (+/- 180 meters Scaled)
 AJ4723
 AJ4723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP554841(NAD 83)
 AJ4723
 AJ4723                          SUPERSEDED SURVEY CONTROL
 AJ4723
 AJ4723  NAVD 88 (04/25/02)    3.242  (m)           10.64   (f) SUPERSEDED  2 1
 AJ4723
 AJ4723.Superseded values are not recommended for survey control.
 AJ4723
 AJ4723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4723.See file dsdata.pdf to determine how the superseded data were derived.
 AJ4723
 AJ4723_MARKER: DB = BENCH MARK DISK
 AJ4723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4723_STAMPING: 0086 K 1987
 AJ4723_MARK LOGO: NOS
 AJ4723_PROJECTION: FLUSH
 AJ4723_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ4723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ4723+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 AJ4723_ROD/PIPE-DEPTH: 15.8 meters
 AJ4723
 AJ4723  HISTORY     - Date     Condition        Report By
 AJ4723  HISTORY     - 1987     MONUMENTED       FLDNR
 AJ4723  HISTORY     - 20040418 GOOD             FLDEP
 AJ4723
 AJ4723                          STATION DESCRIPTION
 AJ4723
 AJ4723'DESCRIBED BY FL DEPT OF NAT RES 1987 (RLM)
 AJ4723'BEGIN AT THE INTERSECTION OF STATE ROAD 105 AND STATE HIGHWAY A1A IN
 AJ4723'AMELIA CITY, GO SOUTHWEST FROM THE INTERSECTION ON GERBING STREET O.4
 AJ4723'MILE TO A NINETY DEGREE CURVE AND THE MARK.  THE MARK BEARS 1.8 FEET
 AJ4723'SOUTHWEST OF THE CONCRETE CURB, 30.5 FEET NORTHWEST OF A LARGE TWIN
 AJ4723'OAK TREE, AND 42.8 FEET SOUTHWEST A 48 INCH DIAMETER OAK TREE.  THE
 AJ4723'MARK IS 1.0 FT ABOVE THE .  THE MARK IS .8 5 FROM A WHITNESS POST.
 AJ4723
 AJ4723                          STATION RECOVERY (2004)
 AJ4723
 AJ4723'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 AJ4723'THE MARK IS ABOUT 0.5 MI (0.8 KM) SOUTHWEST OF AMELIA CITY, IN SECTION
 AJ4723'12, TOWNSHIP 2 NORTH, RANGE 28 EAST.
 AJ4723'
 AJ4723'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A, COUNTY ROAD 105
 AJ4723'A AND GERBING ROAD IN AMELIA CITY, GO SOUTHWEST ON GERBING ROAD FOR
 AJ4723'0.5 MI (0.8 KM) TO ITS END AND THE MARK ABOUT 40.0 FT (12.2 M)
 AJ4723'SOUTHWEST OF THE END OF THE PAVEMENT OF GERBING ROAD, IN A LANDSCAPED
 AJ4723'AREA, A NOS DISK CRIMPED TO A ROD AND DRIVEN INTO THE GROUND, ENCASED
 AJ4723'IN A PVC PIPE INSIDE OF A CONCRETE KICKBLOCK FLUSH WITH THE GROUND.
 AJ4723'
 AJ4723'LOCATED 30.5 FT (9.3 M) NORTHWEST OF A LARGE TWIN TRUNKED OAK TREE,
 AJ4723'30.0 FT (9.1 M) SOUTH-SOUTHWEST OF AN OAK TREE, 20.7 FT (6.3 M)
 AJ4723'SOUTHEAST OF THE SOUTHEAST CORNER OF A 4.0 FT (1.2 M) HIGH BLOCK WALL,
 AJ4723'9.8 FT (3.0 M) NORTHWEST OF A 6.0 FT (1.8 M) HIGH WOODEN FENCE AND 1.8
 AJ4723'FT (0.5 M) SOUTHWEST OF A CONCRETE CURB.
 AJ4723'
 AJ4723'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ4725 ***********************************************************************
 AJ4725  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ4725  DESIGNATION -  872 0086 L TIDAL
 AJ4725  PID         -  AJ4725
 AJ4725  STATE/COUNTY-  FL/NASSAU
 AJ4725  COUNTRY     -  US
 AJ4725  USGS QUAD   -  AMELIA CITY (2018)
 AJ4725
 AJ4725                         *CURRENT SURVEY CONTROL
 AJ4725  ______________________________________________________________________
 AJ4725* NAD 83(1986) POSITION- 30 35 16.     (N) 081 27 47.     (W)   SCALED
 AJ4725* NAVD 88 ORTHO HEIGHT -     3.793 (meters)       12.44  (feet) ADJUSTED
 AJ4725  ______________________________________________________________________
 AJ4725  GEOID HEIGHT    -        -28.491 (meters)                     GEOID18
 AJ4725  DYNAMIC HEIGHT  -          3.789 (meters)       12.43  (feet) COMP
 AJ4725  MODELED GRAVITY -    979,383.7   (mgal)                       NAVD 88
 AJ4725
 AJ4725  VERT ORDER      -  SECOND    CLASS I
 AJ4725
 AJ4725.The horizontal coordinates were scaled from a map and have
 AJ4725.an estimated accuracy of +/- 6 seconds.
 AJ4725
 AJ4725.The orthometric height was determined by differential leveling and
 AJ4725.adjusted by the NATIONAL GEODETIC SURVEY
 AJ4725.in April 2002.
 AJ4725
 AJ4725.No vertical observational check was made to the station.
 AJ4725
 AJ4725.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4725.GEOID18 height accuracy estimate available here.
 AJ4725
 AJ4725.This Tidal Bench Mark is designated as VM 19187
 AJ4725.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AJ4725
 AJ4725.Click photographs - Photos may exist for this station.
 AJ4725
 AJ4725.The dynamic height is computed by dividing the NAVD 88
 AJ4725.geopotential number by the normal gravity value computed on the
 AJ4725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4725.degrees latitude (g = 980.6199 gals.).
 AJ4725
 AJ4725.The modeled gravity was interpolated from observed gravity values.
 AJ4725
 AJ4725;                    North         East    Units  Estimated Accuracy
 AJ4725;SPC FL E     -   693,120.      155,590.      MT  (+/- 180 meters Scaled)
 AJ4725
 AJ4725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP556840(NAD 83)
 AJ4725
 AJ4725                          SUPERSEDED SURVEY CONTROL
 AJ4725
 AJ4725.No superseded survey control is available for this station.
 AJ4725
 AJ4725_MARKER: DD = SURVEY DISK
 AJ4725_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AJ4725_STAMPING: L 0086 1988
 AJ4725_MARK LOGO: USACE
 AJ4725_PROJECTION: FLUSH
 AJ4725_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ4725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AJ4725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ4725+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 AJ4725
 AJ4725  HISTORY     - Date     Condition        Report By
 AJ4725  HISTORY     - UNK      MONUMENTED       USACE
 AJ4725  HISTORY     - 1988     GOOD             FLDNR
 AJ4725  HISTORY     - 20040418 GOOD             FLDEP
 AJ4725
 AJ4725                          STATION DESCRIPTION
 AJ4725
 AJ4725'DESCRIBED BY FL DEPT OF NAT RES 1988
 AJ4725'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 105 IN
 AJ4725'AMELIA CITY, GO SOUTHWEST FROM THE INTERSECTION ON GERBING STREET 0.4
 AJ4725'MILE TO A NINETY DEGREE CURVE AND THE BEGINNING OF SUAREZ BLUFF ROAD,
 AJ4725'GO 0.15 MILE SOUTHEAST ON SUAREZ BLUFF ROAD TO THE MARK.  THE MARK
 AJ4725'BEARS 62.2 FEET SOUTHEAST OF (AMELIA N0 1 1934), 158 FEET SOUTHWEST OF
 AJ4725'(AMELIA N0 3, AND 2.O FEET SOUTH OF THE SOUTHWEST CORNER OF A CHAIN
 AJ4725'LINK FENCE.  THE MARK WAS STAMPED BY THIS PARTY IN 1988.
 AJ4725
 AJ4725                          STATION RECOVERY (2004)
 AJ4725
 AJ4725'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 AJ4725'THE MARK IS ABOUT 0.5 MI (0.8 KM) SOUTHWEST OF AMELIA CITY, IN SECTION
 AJ4725'12, TOWNSHIP 2 NORTH, RANGE 28 EAST.
 AJ4725'
 AJ4725'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A, COUNTY ROAD 105
 AJ4725'A AND GERBING ROAD IN AMELIA CITY, GO SOUTH ON STATE ROAD A1A FOR 0.1
 AJ4725'MI (0.2 KM) TO THE JUNCTION OF FORREST DRIVE ON THE RIGHT.  TURN RIGHT
 AJ4725'ON FORREST DRIVE AND GO SOUTHWEST FOR 0.4 MI (0.6 KM) TO THE MARK ON
 AJ4725'THE LEFT, AT THE SOUTHWEST CORNER OF THE PROPERTY AT1213 FORREST
 AJ4725'DRIVE, SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 AJ4725'LOCATED 26.0 FT (7.9 M) EAST OF THE CENTERLINE OF THE REMNANT PAVEMENT
 AJ4725'OF SUAREZ BLUFF ROAD, 5.5 FT (1.7 M) SOUTHEAST OF A WOODEN POWER POLE,
 AJ4725'1.5 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST AND 0.5 FT (15
 AJ4725'CM) WEST OF A 3-INCH (8 CM) WOODEN POST.
 AJ4725'
 AJ4725'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1344 ***********************************************************************
 BC1344  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1344  DESIGNATION -  872 0086 TIDAL 4
 BC1344  PID         -  BC1344
 BC1344  STATE/COUNTY-  FL/NASSAU
 BC1344  COUNTRY     -  US
 BC1344  USGS QUAD   -  AMELIA CITY (2018)
 BC1344
 BC1344                         *CURRENT SURVEY CONTROL
 BC1344  ______________________________________________________________________
 BC1344* NAD 83(1986) POSITION- 30 35 19.     (N) 081 27 53.     (W)   SCALED
 BC1344* NAVD 88 ORTHO HEIGHT -     2.403 (meters)        7.88  (feet) ADJUSTED
 BC1344  ______________________________________________________________________
 BC1344  GEOID HEIGHT    -        -28.490 (meters)                     GEOID18
 BC1344  DYNAMIC HEIGHT  -          2.400 (meters)        7.87  (feet) COMP
 BC1344  MODELED GRAVITY -    979,383.7   (mgal)                       NAVD 88
 BC1344
 BC1344  VERT ORDER      -  SECOND    CLASS I
 BC1344
 BC1344.The horizontal coordinates were scaled from a map and have
 BC1344.an estimated accuracy of +/- 6 seconds.
 BC1344
 BC1344.The orthometric height was determined by differential leveling and
 BC1344.adjusted by the NATIONAL GEODETIC SURVEY
 BC1344.in June 1991.
 BC1344
 BC1344.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1344.GEOID18 height accuracy estimate available here.
 BC1344
 BC1344.This Tidal Bench Mark is designated as VM 5008
 BC1344.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1344
 BC1344.Click photographs - Photos may exist for this station.
 BC1344
 BC1344.The dynamic height is computed by dividing the NAVD 88
 BC1344.geopotential number by the normal gravity value computed on the
 BC1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1344.degrees latitude (g = 980.6199 gals.).
 BC1344
 BC1344.The modeled gravity was interpolated from observed gravity values.
 BC1344
 BC1344;                    North         East    Units  Estimated Accuracy
 BC1344;SPC FL E     -   693,210.      155,430.      MT  (+/- 180 meters Scaled)
 BC1344
 BC1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP554841(NAD 83)
 BC1344
 BC1344                          SUPERSEDED SURVEY CONTROL
 BC1344
 BC1344  NGVD 29 (??/??/92)    2.759  (m)            9.05   (f) ADJ UNCH    2 2
 BC1344
 BC1344.Superseded values are not recommended for survey control.
 BC1344
 BC1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1344.See file dsdata.pdf to determine how the superseded data were derived.
 BC1344
 BC1344_MARKER: DB = BENCH MARK DISK
 BC1344_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1344_SP_SET: SEAWALL CAP
 BC1344_STAMPING: 4 1973
 BC1344_MARK LOGO: NOS
 BC1344_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1344+STABILITY: SURFACE MOTION
 BC1344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1344+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 BC1344
 BC1344  HISTORY     - Date     Condition        Report By
 BC1344  HISTORY     - 1973     MONUMENTED       NOS
 BC1344  HISTORY     - 1987     GOOD             FLDNR
 BC1344  HISTORY     - 20040418 GOOD             FLDEP
 BC1344
 BC1344                          STATION DESCRIPTION
 BC1344
 BC1344'DESCRIBED BY FL DEPT OF NAT RES 1987 (RLM)
 BC1344'TO REACH STATION FROM THE INTERSECTION OF A1A, STATE ROAD S-105A AND
 BC1344'AND GERBING ROAD IN AMELIA CITY, PROCEED WEST ON GERBING ROAD TO ITS
 BC1344'END AT SUAREZ BLUFF ROAD, THEN SOUTH ON SUAREZ BLUFF ROAD TO RESIDENCE
 BC1344'AT 235A SUAREZ BLUFF ROAD.  BENCH MARKS ARE LOCATED ALONG SUAREZ BLUFF
 BC1344'ROAD, GERBING ROAD, AND STATE HIGHWAY A1A. BENCH MARK IS SET FLUSH IN
 BC1344'THE TOP CENTER OF A 1 FOOT THICK CONCRETE SEA WALL ON THE PROPERTY OF
 BC1344'A. TOMASSETTI NEAR THE CORNER OF GERBING AND SUAREZ BLUFF ROADS, AT
 BC1344'THE SOUTHWEST INTERSECTION OF SEA WALL AND CONCRETE WALK LEADING FROM
 BC1344'THE HOUSE TO THE WOOD PIER, AND 57 FEET WEST OF THE SOUTHWEST CORNER
 BC1344'OF HOUSE.
 BC1344
 BC1344                          STATION RECOVERY (2004)
 BC1344
 BC1344'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1344'THE MARK IS ABOUT 0.55 MI (0.9 KM) SOUTHWEST OF AMELIA CITY, IN
 BC1344'SECTION 12, TOWNSHIP 2 NORTH, RANGE 28 EAST.
 BC1344'
 BC1344'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A, COUNTY ROAD 105
 BC1344'A AND GERBING ROAD IN AMELIA CITY, GO SOUTHWEST ON GERBING ROAD FOR
 BC1344'0.55 MI (0.9 KM) TO ITS END AND THE MARK ON THE RIGHT, ON THE PROPERTY
 BC1344'AT 1225 GERBING ROAD, A NOS DISK SET FLUSH IN THE TOP OF A 1-FT WIDE
 BC1344'CONCRETE SEAWALL CAP AT THE NORTHEAST CORNER OF AN 18.0 FT (5.5 M)
 BC1344'WIDE WOODEN DOCK.
 BC1344'
 BC1344'LOCATED 71.5 FT (21.8 M) NORTHWEST OF A BRICK WALL ON THE SOUTHEAST
 BC1344'SIDE OF THE PROPERTY AND 43.5 FT (13.3 M) SOUTHWEST OF THE SOUTHWEST
 BC1344'CORNER OF THE PORCH FOR A TWO STORY HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1341 ***********************************************************************
 BC1341  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1341  DESIGNATION -  872 0086 TIDAL 5
 BC1341  PID         -  BC1341
 BC1341  STATE/COUNTY-  FL/NASSAU
 BC1341  COUNTRY     -  US
 BC1341  USGS QUAD   -  AMELIA CITY (2018)
 BC1341
 BC1341                         *CURRENT SURVEY CONTROL
 BC1341  ______________________________________________________________________
 BC1341* NAD 83(1986) POSITION- 30 35 29.     (N) 081 27 28.     (W)   SCALED
 BC1341* NAVD 88 ORTHO HEIGHT -     4.347 (meters)       14.26  (feet) ADJUSTED
 BC1341  ______________________________________________________________________
 BC1341  GEOID HEIGHT    -        -28.495 (meters)                     GEOID18
 BC1341  DYNAMIC HEIGHT  -          4.342 (meters)       14.25  (feet) COMP
 BC1341  MODELED GRAVITY -    979,384.4   (mgal)                       NAVD 88
 BC1341
 BC1341  VERT ORDER      -  SECOND    CLASS II
 BC1341
 BC1341.The horizontal coordinates were scaled from a map and have
 BC1341.an estimated accuracy of +/- 6 seconds.
 BC1341
 BC1341.The orthometric height was determined by differential leveling and
 BC1341.adjusted by the NATIONAL GEODETIC SURVEY
 BC1341.in June 1991.
 BC1341
 BC1341.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1341.GEOID18 height accuracy estimate available here.
 BC1341
 BC1341.This Tidal Bench Mark is designated as VM 5009
 BC1341.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1341
 BC1341.Click photographs - Photos may exist for this station.
 BC1341
 BC1341.The dynamic height is computed by dividing the NAVD 88
 BC1341.geopotential number by the normal gravity value computed on the
 BC1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1341.degrees latitude (g = 980.6199 gals.).
 BC1341
 BC1341.The modeled gravity was interpolated from observed gravity values.
 BC1341
 BC1341;                    North         East    Units  Estimated Accuracy
 BC1341;SPC FL E     -   693,510.      156,100.      MT  (+/- 180 meters Scaled)
 BC1341
 BC1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP561844(NAD 83)
 BC1341
 BC1341                          SUPERSEDED SURVEY CONTROL
 BC1341
 BC1341  NGVD 29 (??/??/92)    4.704  (m)           15.43   (f) ADJ UNCH    2 2
 BC1341
 BC1341.Superseded values are not recommended for survey control.
 BC1341
 BC1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1341.See file dsdata.pdf to determine how the superseded data were derived.
 BC1341
 BC1341_MARKER: DB = BENCH MARK DISK
 BC1341_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1341_SP_SET: CULVERT HEADWALL
 BC1341_STAMPING: 5 1973
 BC1341_MARK LOGO: NOS
 BC1341_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1341+STABILITY: SURFACE MOTION
 BC1341
 BC1341  HISTORY     - Date     Condition        Report By
 BC1341  HISTORY     - 1973     MONUMENTED       NOS
 BC1341  HISTORY     - 1987     GOOD             FLDNR
 BC1341  HISTORY     - 20030111 MARK NOT FOUND   FLDEP
 BC1341  HISTORY     - 20040418 MARK NOT FOUND   FLDEP
 BC1341
 BC1341                          STATION DESCRIPTION
 BC1341
 BC1341'DESCRIBED BY FL DEPT OF NAT RES 1987 (RLM)
 BC1341'TO REACH STATION FROM THE INTERSECTION OF A1A, STATE ROAD S-105A AND
 BC1341'AND GERBING ROAD IN AMELIA CITY, PROCEED WEST ON GERBING ROAD TO ITS
 BC1341'END AT SUAREZ BLUFF ROAD, THEN SOUTH ON SUAREZ BLUFF ROAD TO RESIDENCE
 BC1341'AT 235A SUAREZ BLUFF ROAD.  BENCH MARKS ARE LOCATED ALONG SUAREZ BLUFF
 BC1341'ROAD, GERBING ROAD, AND STATE HIGHWAY A1A. THE BENCH MARK IS SET FLUSH
 BC1341'IN THE TOP OF A 1 FOOT THICK CONCRETE CULVERT, 500 FEET SOUTH OF THE
 BC1341'INTERSECTION OF STATE HIGHWAY A1A AND BLACKTOP ROAD TO THE WEST, 22
 BC1341'FEET EAST OF THE CENTERLINE OF STATE HIGHWAY A1A, 1 FOOT SOUTH OF THE
 BC1341'NORTH END OF CULVERT, AND 0.5 FOOT BELOW THE HIGHWAY.
 BC1341
 BC1341                          STATION RECOVERY (2003)
 BC1341
 BC1341'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1341'SEARCH FOR, NOT FOUND.  ROAD WIDENED.
 BC1341
 BC1341                          STATION RECOVERY (2004)
 BC1341
 BC1341'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1341'THE MARK WAS SEARCHED FOR AND NOT FOUND, THE ROAD HAS BEEN WIDENED AND
 BC1341'THE CULVERT EXTENDED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1380 ***********************************************************************
 BC1380  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1380  DESIGNATION -  872 0093 D TIDAL
 BC1380  PID         -  BC1380
 BC1380  STATE/COUNTY-  FL/NASSAU
 BC1380  COUNTRY     -  US
 BC1380  USGS QUAD   -  HEDGES (2018)
 BC1380
 BC1380                         *CURRENT SURVEY CONTROL
 BC1380  ______________________________________________________________________
 BC1380* NAD 83(1986) POSITION- 30 34 31.     (N) 081 36 30.     (W)   SCALED
 BC1380* NAVD 88 ORTHO HEIGHT -     1.612 (meters)        5.29  (feet) ADJUSTED
 BC1380  ______________________________________________________________________
 BC1380  GEOID HEIGHT    -        -28.381 (meters)                     GEOID18
 BC1380  DYNAMIC HEIGHT  -          1.610 (meters)        5.28  (feet) COMP
 BC1380  MODELED GRAVITY -    979,382.0   (mgal)                       NAVD 88
 BC1380
 BC1380  VERT ORDER      -  FIRST     CLASS II
 BC1380
 BC1380.The horizontal coordinates were scaled from a map and have
 BC1380.an estimated accuracy of +/- 6 seconds.
 BC1380
 BC1380.The orthometric height was determined by differential leveling and
 BC1380.adjusted by the NATIONAL GEODETIC SURVEY
 BC1380.in June 1991.
 BC1380
 BC1380.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1380.GEOID18 height accuracy estimate available here.
 BC1380
 BC1380.This Tidal Bench Mark is designated as VM 5014
 BC1380.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1380
 BC1380.Click photographs - Photos may exist for this station.
 BC1380
 BC1380.The dynamic height is computed by dividing the NAVD 88
 BC1380.geopotential number by the normal gravity value computed on the
 BC1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1380.degrees latitude (g = 980.6199 gals.).
 BC1380
 BC1380.The modeled gravity was interpolated from observed gravity values.
 BC1380
 BC1380;                    North         East    Units  Estimated Accuracy
 BC1380;SPC FL E     -   691,800.      141,650.      MT  (+/- 180 meters Scaled)
 BC1380
 BC1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP416826(NAD 83)
 BC1380
 BC1380                          SUPERSEDED SURVEY CONTROL
 BC1380
 BC1380  NGVD 29 (09/01/92)    1.946  (m)            6.38   (f) ADJUSTED    1 2
 BC1380
 BC1380.Superseded values are not recommended for survey control.
 BC1380
 BC1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1380.See file dsdata.pdf to determine how the superseded data were derived.
 BC1380
 BC1380_MARKER: DD = SURVEY DISK
 BC1380_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1380_STAMPING: 0093 D 1978
 BC1380_MARK LOGO: NOS
 BC1380_PROJECTION: FLUSH
 BC1380_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1380_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1380+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1991
 BC1380_ROD/PIPE-DEPTH: 14.0 meters
 BC1380
 BC1380  HISTORY     - Date     Condition        Report By
 BC1380  HISTORY     - 1978     MONUMENTED       NOS
 BC1380  HISTORY     - 1978     GOOD             FLDNR
 BC1380  HISTORY     - 1978     GOOD             FLDNR
 BC1380  HISTORY     - 19910424 GOOD             NGS
 BC1380  HISTORY     - 20021204 MARK NOT FOUND   FLDEP
 BC1380
 BC1380                          STATION DESCRIPTION
 BC1380
 BC1380'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1380'4 MI SW FROM YULEE.
 BC1380'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 12,
 BC1380'AT YULEE, ROCEED SOUTH ALONG US HIGHWAY 17, 4 MILES TO THE BRIDGE
 BC1380'OVER NASSAU RIVER, AND THE MARK. MARK BEARS 33.5 FEET NORTHWEST
 BC1380'OF THE NORTHWEST CORNER OF THE BRIDGE ABUTMENT, 4.5 FEET SOUTHWEST
 BC1380'OF THE DEPARTMENT OF TRANSPORTATION RIGHT OF WAY MARKER, 84.7 FEET
 BC1380'SOUTHEAST OF THE SOUTHEAST CORNER OF A FISH CAMP.
 BC1380
 BC1380                          STATION RECOVERY (1978)
 BC1380
 BC1380'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1380'RECOVERED IN GOOD CONDITION.
 BC1380
 BC1380                          STATION RECOVERY (1991)
 BC1380
 BC1380'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC1380'6.4 KM (4.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 BC1380'STATE HIGHWAY A1A IN YULEE, 25.9 M (85.0 FT) SOUTHEAST OF THE SOUTH
 BC1380'CORNER OF CHARLES FISH CAMP, 16.4 M (53.8 FT) NORTHWEST OF THE
 BC1380'HIGHWAY CENTERLINE, 10.0 M (32.8 FT) NORTHWEST OF THE NORTHWEST END
 BC1380'OF THE NORTHEAST ABUTMENT OF THE HIGHWAY BRIDGE SPANNING NASSAU
 BC1380'RIVER, 1.3 M (4.3 FT) WEST OF A HIGHWAY RIGHT-OF-WAY MARKER, AND 1.3
 BC1380'M (4.3 FT) NORTH OF A UTILITY LIGHT POLE.  NOTE--THE DISK IS ENCASED
 BC1380'IN A 4-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 BC1380
 BC1380                          STATION RECOVERY (2002)
 BC1380
 BC1380'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC1380'SEARCH FOR, NOT FOUND.  NEW BRIDGE CONSTRUCTED IN 2002
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2541 ***********************************************************************
 BC2541  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2541  DESIGNATION -  872 0093 E TIDAL
 BC2541  PID         -  BC2541
 BC2541  STATE/COUNTY-  FL/NASSAU
 BC2541  COUNTRY     -  US
 BC2541  USGS QUAD   -  HEDGES (2018)
 BC2541
 BC2541                         *CURRENT SURVEY CONTROL
 BC2541  ______________________________________________________________________
 BC2541* NAD 83(1986) POSITION- 30 34 31.     (N) 081 36 30.     (W)   SCALED
 BC2541* NAVD 88 ORTHO HEIGHT -     4.509 (meters)       14.79  (feet) ADJUSTED
 BC2541  ______________________________________________________________________
 BC2541  GEOID HEIGHT    -        -28.381 (meters)                     GEOID18
 BC2541  DYNAMIC HEIGHT  -          4.503 (meters)       14.77  (feet) COMP
 BC2541  MODELED GRAVITY -    979,382.0   (mgal)                       NAVD 88
 BC2541
 BC2541  VERT ORDER      -  FIRST     CLASS II
 BC2541
 BC2541.The horizontal coordinates were scaled from a map and have
 BC2541.an estimated accuracy of +/- 6 seconds.
 BC2541
 BC2541.The orthometric height was determined by differential leveling and
 BC2541.adjusted by the NATIONAL GEODETIC SURVEY
 BC2541.in May 1994.
 BC2541
 BC2541.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2541.GEOID18 height accuracy estimate available here.
 BC2541
 BC2541.This Tidal Bench Mark is designated as VM 5015
 BC2541.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2541
 BC2541.Click photographs - Photos may exist for this station.
 BC2541
 BC2541.The dynamic height is computed by dividing the NAVD 88
 BC2541.geopotential number by the normal gravity value computed on the
 BC2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2541.degrees latitude (g = 980.6199 gals.).
 BC2541
 BC2541.The modeled gravity was interpolated from observed gravity values.
 BC2541
 BC2541;                    North         East    Units  Estimated Accuracy
 BC2541;SPC FL E     -   691,800.      141,650.      MT  (+/- 180 meters Scaled)
 BC2541
 BC2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP416826(NAD 83)
 BC2541
 BC2541                          SUPERSEDED SURVEY CONTROL
 BC2541
 BC2541  NGVD 29 (09/01/92)    4.842  (m)           15.89   (f) ADJUSTED    1 2
 BC2541
 BC2541.Superseded values are not recommended for survey control.
 BC2541
 BC2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2541.See file dsdata.pdf to determine how the superseded data were derived.
 BC2541
 BC2541_MARKER: DD = SURVEY DISK
 BC2541_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC2541_SP_SET: ABUTMENT
 BC2541_STAMPING: 0093 E 1982
 BC2541_MARK LOGO: NOS
 BC2541_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2541+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1991
 BC2541
 BC2541  HISTORY     - Date     Condition        Report By
 BC2541  HISTORY     - 1982     MONUMENTED       NOS
 BC2541  HISTORY     - 19910424 GOOD             NGS
 BC2541  HISTORY     - 20021204 MARK NOT FOUND   FLDEP
 BC2541
 BC2541                          STATION DESCRIPTION
 BC2541
 BC2541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BC2541'6.4 KM (4.0 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 BC2541'STATE HIGHWAY A1A IN YULEE, IN TOP OF AND 0.2 M (0.7 FT) NORTHWEST OF
 BC2541'THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT OF THE HIGHWAY
 BC2541'BRIDGE SPANNING NASSAU RIVER, 6.3 M (20.7 FT) SOUTHEAST OF THE
 BC2541'HIGHWAY CENTERLINE, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 BC2541'HIGHWAY.
 BC2541
 BC2541                          STATION RECOVERY (2002)
 BC2541
 BC2541'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC2541'SEARCH FOR, NOT FOUND.  NEW BRIDGE CONSTRUCTED IN 2002
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM8059 ***********************************************************************
 DM8059  DESIGNATION -  872 0093 F
 DM8059  PID         -  DM8059
 DM8059  STATE/COUNTY-  FL/NASSAU
 DM8059  COUNTRY     -  US
 DM8059  USGS QUAD   -  HEDGES (2018)
 DM8059
 DM8059                         *CURRENT SURVEY CONTROL
 DM8059  ______________________________________________________________________
 DM8059* NAD 83(1986) POSITION- 30 34 37.     (N) 081 36 25.     (W)   SCALED
 DM8059* NAVD 88 ORTHO HEIGHT -     1.300 (meters)        4.27  (feet) ADJUSTED
 DM8059  ______________________________________________________________________
 DM8059  GEOID HEIGHT    -        -28.382 (meters)                     GEOID18
 DM8059  DYNAMIC HEIGHT  -          1.298 (meters)        4.26  (feet) COMP
 DM8059  MODELED GRAVITY -    979,382.1   (mgal)                       NAVD 88
 DM8059
 DM8059  VERT ORDER      -  SECOND    CLASS I
 DM8059
 DM8059.The horizontal coordinates were scaled from a map and have
 DM8059.an estimated accuracy of +/- 6 seconds.
 DM8059
 DM8059.The orthometric height was determined by differential leveling and
 DM8059.adjusted by the NATIONAL GEODETIC SURVEY
 DM8059.in May 2013.
 DM8059
 DM8059.No vertical observational check was made to the station.
 DM8059
 DM8059.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8059.GEOID18 height accuracy estimate available here.
 DM8059
 DM8059.Click photographs - Photos may exist for this station.
 DM8059
 DM8059.The dynamic height is computed by dividing the NAVD 88
 DM8059.geopotential number by the normal gravity value computed on the
 DM8059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8059.degrees latitude (g = 980.6199 gals.).
 DM8059
 DM8059.The modeled gravity was interpolated from observed gravity values.
 DM8059
 DM8059;                    North         East    Units  Estimated Accuracy
 DM8059;SPC FL E     -   691,980.      141,780.      MT  (+/- 180 meters Scaled)
 DM8059
 DM8059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP418828(NAD 83)
 DM8059
 DM8059                          SUPERSEDED SURVEY CONTROL
 DM8059
 DM8059.No superseded survey control is available for this station.
 DM8059
 DM8059_MARKER: DD = SURVEY DISK
 DM8059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8059_STAMPING: 0093 F 2004
 DM8059_MARK LOGO: FLDEP
 DM8059_PROJECTION: FLUSH
 DM8059_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM8059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8059+STABILITY: SURFACE MOTION
 DM8059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8059+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 DM8059
 DM8059  HISTORY     - Date     Condition        Report By
 DM8059  HISTORY     - 20040321 MONUMENTED       FLDEP
 DM8059
 DM8059                          STATION DESCRIPTION
 DM8059
 DM8059'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DM8059'THE MARK IS 4.1 MI (6.6 KM) SOUTH FROM YULEE, IN TOWNSHIP 2 NORTH,
 DM8059'RANGE 27 EAST AT (NAD83 N303427, W0813635).
 DM8059'
 DM8059'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 DM8059'200) AND U.S.  HIGHWAY 17 IN YULEE, GO SOUTH FOR 4.1 MI (6.6 KM) TO
 DM8059'THE MARK ON THE LEFT, SET IN THE TOP OF A  ROUND CONCRETE MONUMENT
 DM8059'FLUSH WITH THE GROUND.    LOCATED 528.4 FT (161.1 M) NORTHEAST OF THE
 DM8059'NORTHEAST CONCRETE HAND RAIL OF THE HIGHWAY BRIDGE  OVER THE NASSAU
 DM8059'RIVER, 351.0 FT (107.0 M) NORTHEAST OF THE NORTH END OF THE STEEL
 DM8059'GUARD RAIL AT  THE NORTHEAST END OF THE BRIDGE, 45.2 FT (13.8 M)
 DM8059'SOUTHEAST OF U.S. HIGHWAY 17, 8.8 FT (2.7 M) WEST OF THE  SECOND
 DM8059'WOODEN POWER POLE NORTHEAST OF THE NASSAU RIVER AND 1.0 FT (0.3 M)
 DM8059'NORTHWEST OF A  CARSONITE WITNESS POST.
 DM8059'
 DM8059'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM8058 ***********************************************************************
 DM8058  DESIGNATION -  872 0093 G
 DM8058  PID         -  DM8058
 DM8058  STATE/COUNTY-  FL/DUVAL
 DM8058  COUNTRY     -  US
 DM8058  USGS QUAD   -  HEDGES (2018)
 DM8058
 DM8058                         *CURRENT SURVEY CONTROL
 DM8058  ______________________________________________________________________
 DM8058* NAD 83(1986) POSITION- 30 34 27.     (N) 081 36 32.     (W)   SCALED
 DM8058* NAVD 88 ORTHO HEIGHT -     1.150 (meters)        3.77  (feet) ADJUSTED
 DM8058  ______________________________________________________________________
 DM8058  GEOID HEIGHT    -        -28.380 (meters)                     GEOID18
 DM8058  DYNAMIC HEIGHT  -          1.148 (meters)        3.77  (feet) COMP
 DM8058  MODELED GRAVITY -    979,381.8   (mgal)                       NAVD 88
 DM8058
 DM8058  VERT ORDER      -  SECOND    CLASS I
 DM8058
 DM8058.The horizontal coordinates were scaled from a map and have
 DM8058.an estimated accuracy of +/- 6 seconds.
 DM8058
 DM8058.The orthometric height was determined by differential leveling and
 DM8058.adjusted by the NATIONAL GEODETIC SURVEY
 DM8058.in May 2013.
 DM8058
 DM8058.No vertical observational check was made to the station.
 DM8058
 DM8058.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8058.GEOID18 height accuracy estimate available here.
 DM8058
 DM8058.Click photographs - Photos may exist for this station.
 DM8058
 DM8058.The dynamic height is computed by dividing the NAVD 88
 DM8058.geopotential number by the normal gravity value computed on the
 DM8058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8058.degrees latitude (g = 980.6199 gals.).
 DM8058
 DM8058.The modeled gravity was interpolated from observed gravity values.
 DM8058
 DM8058;                    North         East    Units  Estimated Accuracy
 DM8058;SPC FL E     -   691,670.      141,600.      MT  (+/- 180 meters Scaled)
 DM8058
 DM8058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP416825(NAD 83)
 DM8058
 DM8058                          SUPERSEDED SURVEY CONTROL
 DM8058
 DM8058.No superseded survey control is available for this station.
 DM8058
 DM8058_MARKER: F = FLANGE-ENCASED ROD
 DM8058_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM8058_STAMPING: 0093 G 2004
 DM8058_MARK LOGO: NGS
 DM8058_PROJECTION: FLUSH
 DM8058_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM8058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM8058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8058+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 DM8058_ROD/PIPE-DEPTH: 11.9 meters
 DM8058
 DM8058  HISTORY     - Date     Condition        Report By
 DM8058  HISTORY     - 20040321 MONUMENTED       FLDEP
 DM8058
 DM8058                          STATION DESCRIPTION
 DM8058
 DM8058'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DM8058'THE MARK IS 4.2 MI (6.8 KM) SOUTH FROM YULEE, IN TOWNSHIP 2 NORTH,
 DM8058'RANGE 27 EAST AT (NAD83 N303427, W0813635).
 DM8058'
 DM8058'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 DM8058'200) AND U.S.  HIGHWAY 17 IN YULEE, GO SOUTH FOR 4.2 MI (6.8 KM) TO
 DM8058'THE SOUTH SIDE OF THE HIGHWAY BRIDGE OVER THE NASSAU RIVER AND THE
 DM8058'MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DM8058'OF 39.1 FT (11.9 M) WITH AN NATIONAL GEODETIC SURVEY LOGO CAP FLUSH
 DM8058'WITH THE GROUND AND ABOUT 5.0 FT (1.5 M) BELOW THE LEVEL OF U.S.
 DM8058'HIGHWAY 17, THE DATUM POINT IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL
 DM8058'OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DM8058'
 DM8058'LOCATED 268.8 FT (81.9 M) NORTHEAST OF WOODEN POWER POLE NUMBER 18281,
 DM8058'ABOUT 150.0 FT (45.7 M) SOUTHWEST OF THE SOUTHWEST BANK OF THE NASSAU
 DM8058'RIVER, 121.8 FT (37.1 M) SOUTHEAST OF U.S.  HIGHWAY 17, 106.7 FT (32.5
 DM8058'M) SOUTH-SOUTHEAST OF THE SOUTH END OF THE CONCRETE HANDRAIL OF THE
 DM8058'HIGHWAY BRIDGE OVER THE NASSAU RIVER AND 1.0 FT (0.3 M) WEST OF A
 DM8058'CARSONITE WITNESS POST.
 DM8058'
 DM8058'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
 DM8058'
 DM8058'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE 5-INCH NATIONAL
 DM8058'GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM8060 ***********************************************************************
 DM8060  DESIGNATION -  872 0093 H
 DM8060  PID         -  DM8060
 DM8060  STATE/COUNTY-  FL/NASSAU
 DM8060  COUNTRY     -  US
 DM8060  USGS QUAD   -  HEDGES (2018)
 DM8060
 DM8060                         *CURRENT SURVEY CONTROL
 DM8060  ______________________________________________________________________
 DM8060* NAD 83(1986) POSITION- 30 34 23.     (N) 081 36 36.     (W)   SCALED
 DM8060* NAVD 88 ORTHO HEIGHT -     1.501 (meters)        4.92  (feet) ADJUSTED
 DM8060  ______________________________________________________________________
 DM8060  GEOID HEIGHT    -        -28.379 (meters)                     GEOID18
 DM8060  DYNAMIC HEIGHT  -          1.499 (meters)        4.92  (feet) COMP
 DM8060  MODELED GRAVITY -    979,381.7   (mgal)                       NAVD 88
 DM8060
 DM8060  VERT ORDER      -  SECOND    CLASS I
 DM8060
 DM8060.The horizontal coordinates were scaled from a map and have
 DM8060.an estimated accuracy of +/- 6 seconds.
 DM8060
 DM8060.The orthometric height was determined by differential leveling and
 DM8060.adjusted by the NATIONAL GEODETIC SURVEY
 DM8060.in May 2013.
 DM8060
 DM8060.No vertical observational check was made to the station.
 DM8060
 DM8060.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM8060.GEOID18 height accuracy estimate available here.
 DM8060
 DM8060.Click photographs - Photos may exist for this station.
 DM8060
 DM8060.The dynamic height is computed by dividing the NAVD 88
 DM8060.geopotential number by the normal gravity value computed on the
 DM8060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM8060.degrees latitude (g = 980.6199 gals.).
 DM8060
 DM8060.The modeled gravity was interpolated from observed gravity values.
 DM8060
 DM8060;                    North         East    Units  Estimated Accuracy
 DM8060;SPC FL E     -   691,550.      141,490.      MT  (+/- 180 meters Scaled)
 DM8060
 DM8060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP415824(NAD 83)
 DM8060
 DM8060                          SUPERSEDED SURVEY CONTROL
 DM8060
 DM8060.No superseded survey control is available for this station.
 DM8060
 DM8060_MARKER: DD = SURVEY DISK
 DM8060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM8060_STAMPING: 0093 H 2004
 DM8060_MARK LOGO: FLDEP
 DM8060_PROJECTION: FLUSH
 DM8060_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM8060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM8060+STABILITY: SURFACE MOTION
 DM8060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM8060+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 DM8060
 DM8060  HISTORY     - Date     Condition        Report By
 DM8060  HISTORY     - 20040321 MONUMENTED       FLDEP
 DM8060
 DM8060                          STATION DESCRIPTION
 DM8060
 DM8060'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DM8060'THE MARK IS 4.2 MI (6.8 KM) SOUTH FROM YULEE, IN TOWNSHIP 2 NORTH,
 DM8060'RANGE 27 EAST AT (NAD83 N303422, W0813636).
 DM8060'
 DM8060'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 DM8060'200) AND U.S.  HIGHWAY 17 IN YULEE, GO SOUTH FOR 4.2 MI (6.8 KM) TO
 DM8060'THE MARK ON THE LEFT, SET IN THE TOP OF A  ROUND CONCRETE MONUMENT
 DM8060'FLUSH WITH THE GROUND.    LOCATED 578.0 FT (176.2 M) SOUTHWEST OF THE
 DM8060'SOUTH END OF THE SOUTHEAST CONCRETE HANDRAIL OF  THE U.S. HIGHWAY 17
 DM8060'BRIDGE OVER THE NASSAU RIVER, 281.5 FT (85.8 M) SOUTHWEST OF WOODEN
 DM8060'POWER  POLE NUMBER 18281, 42.9 FT (13.1 M) SOUTHEAST OF U.S. HIGHWAY
 DM8060'17, 6.0 FT (1.8 M) SOUTHWEST OF WOODEN  POWER POLE NUMBER 18241 AND
 DM8060'1.0 FT (0.3 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DM8060'
 DM8060'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0115 ***********************************************************************
 BC0115  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0115  DESIGNATION -  872 0093 TIDAL HALFMOON 3
 BC0115  PID         -  BC0115
 BC0115  STATE/COUNTY-  FL/DUVAL
 BC0115  COUNTRY     -  US
 BC0115  USGS QUAD   -  HEDGES (2018)
 BC0115
 BC0115                         *CURRENT SURVEY CONTROL
 BC0115  ______________________________________________________________________
 BC0115* NAD 83(1986) POSITION- 30 34 27.     (N) 081 36 35.     (W)   SCALED
 BC0115* NAVD 88 ORTHO HEIGHT -     0.980 (meters)        3.22  (feet) ADJUSTED
 BC0115  ______________________________________________________________________
 BC0115  GEOID HEIGHT    -        -28.380 (meters)                     GEOID18
 BC0115  DYNAMIC HEIGHT  -          0.979 (meters)        3.21  (feet) COMP
 BC0115  MODELED GRAVITY -    979,381.8   (mgal)                       NAVD 88
 BC0115
 BC0115  VERT ORDER      -  SECOND    CLASS I
 BC0115
 BC0115.The horizontal coordinates were scaled from a map and have
 BC0115.an estimated accuracy of +/- 6 seconds.
 BC0115
 BC0115.The orthometric height was determined by differential leveling and
 BC0115.adjusted by the NATIONAL GEODETIC SURVEY
 BC0115.in May 2013.
 BC0115
 BC0115.No vertical observational check was made to the station.
 BC0115
 BC0115.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0115.GEOID18 height accuracy estimate available here.
 BC0115
 BC0115.This Tidal Bench Mark is designated as VM 5012
 BC0115.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0115
 BC0115.Click photographs - Photos may exist for this station.
 BC0115
 BC0115.The dynamic height is computed by dividing the NAVD 88
 BC0115.geopotential number by the normal gravity value computed on the
 BC0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0115.degrees latitude (g = 980.6199 gals.).
 BC0115
 BC0115.The modeled gravity was interpolated from observed gravity values.
 BC0115
 BC0115;                    North         East    Units  Estimated Accuracy
 BC0115;SPC FL E     -   691,670.      141,520.      MT  (+/- 180 meters Scaled)
 BC0115
 BC0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP415825(NAD 83)
 BC0115
 BC0115                          SUPERSEDED SURVEY CONTROL
 BC0115
 BC0115  NAVD 88 (06/15/91)    1.010  (m)            3.31   (f) SUPERSEDED  1 2
 BC0115  NGVD 29 (??/??/92)    1.378  (m)            4.52   (f) SUPERSEDED  1 2
 BC0115  NGVD 29 (09/01/92)    1.343  (m)            4.41   (f) ADJUSTED    1 2
 BC0115
 BC0115.Superseded values are not recommended for survey control.
 BC0115
 BC0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0115.See file dsdata.pdf to determine how the superseded data were derived.
 BC0115
 BC0115_MARKER: DB = BENCH MARK DISK
 BC0115_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BC0115_STAMPING: HALFMOON NO 3 1934
 BC0115_MARK LOGO: CGS
 BC0115_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC0115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0115_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0115+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 BC0115
 BC0115  HISTORY     - Date     Condition        Report By
 BC0115  HISTORY     - 1934     MONUMENTED       CGS
 BC0115  HISTORY     - 1954     GOOD             CGS
 BC0115  HISTORY     - 1975     MARK NOT FOUND   NGS
 BC0115  HISTORY     - 1978     GOOD             FLDNR
 BC0115  HISTORY     - 1978     GOOD             FLDNR
 BC0115  HISTORY     - 20040321 GOOD             FLDEP
 BC0115
 BC0115                          STATION DESCRIPTION
 BC0115
 BC0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BC0115'4.2 MI S FROM YULEE.
 BC0115'ABOUT 4.15 MILES SOUTH ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 BC0115'OF STATE HIGHWAYS 200 AND A1A AT YULEE, AT BRIDGE OVER NASSAU
 BC0115'RIVER AND THE NASSAU-DUVAL COUNTY LINE, ON SOUTH BANK OF RIVER,
 BC0115'ABOUT 60 YARDS NORTHWEST OF CENTER LINE OF HIGHWAY, 246 FEET
 BC0115'SOUTHWEST OF HIGH WATER LINE, 33 FEET SOUTHWEST OF SOUTHWEST EDGE
 BC0115'OF MARSH GRASS, ABOUT 9 BELOW LEVEL OF HIGHWAY AND SET IN THE TOP
 BC0115'OF A CONCRETE FILLED SEWER TILE PROJECTING 10 INCHES.
 BC0115
 BC0115                          STATION RECOVERY (1975)
 BC0115
 BC0115'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BC0115'MARK NOT FOUND.
 BC0115
 BC0115                          STATION RECOVERY (1978)
 BC0115
 BC0115'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC0115'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 17, AT
 BC0115'YULEE, PROCEED SOUTH ALONG US HIGHWAY 17, 4.2 MILES TO THE BRIDGE
 BC0115'OVER THE NASSAU RIVER, AND THE MARK, MARK BEARS 105 FEET NORTHWEST
 BC0115'OF A 12 INCH PINE TREE, 30 FEET NORTHWEST OF A 4 BY 4 INCH FENCE
 BC0115'CORNER, 32 FEET NORTH OF A BEECHNUT TREE, 180 FEET NORTHWEST OF
 BC0115'THE CENTER LINE OF US HIGHWAY 17.
 BC0115
 BC0115                          STATION RECOVERY (1978)
 BC0115
 BC0115'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC0115'RECOVERED IN GOOD CONDITION.
 BC0115
 BC0115                          STATION RECOVERY (2004)
 BC0115
 BC0115'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0115'THE MARK IS 4.2 MI (6.8 KM) SOUTH FROM YULEE, IN TOWNSHIP 2 NORTH,
 BC0115'RANGE 27 EAST AT (NAD83 N303427, W0813635).
 BC0115'
 BC0115'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 BC0115'200) AND U.S.  HIGHWAY 17 IN YULEE, GO SOUTH FOR 4.2 MI (6.8 KM) TO
 BC0115'THE SOUTH SIDE OF THE HIGHWAY BRIDGE OVER THE NASSAU RIVER AND THE
 BC0115'MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A CONCRETE FILLED SEWER
 BC0115'TILE PROJECTING 0.3 FT (9 CM) ABOVE THE LEVEL OF THE GROUND.
 BC0115'
 BC0115'LOCATED 192.0 FT (58.5 M) NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 BC0115'17, AS MEASURED FROM A POINT THAT IS 161.5 FT (49.2 M) SOUTH OF THE
 BC0115'SOUTH END OF THE BRIDGE SPAN OVER THE NASSAU RIVER, 114.0 FT (34.7 M)
 BC0115'NORTHWEST OF A 17-INCH (43 CM) PINE TREE (THE EASTERNMOST TREE OF A 3
 BC0115'PINE TREE CLUSTER), 32.0 FT (9.8 M) NORTHEAST OF A 17-INCH (43 CM)
 BC0115'CHINESE TALLOW TREE, 30.0 FT (9.1 M) NORTH OF A 4-INCH (10 CM) SQUARE
 BC0115'WOODEN POST, 20.0 FT (6.1 M) NORTH OF AN 8-INCH (20 CM) OAK TREE AND
 BC0115'1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 BC0115'
 BC0115'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0116 ***********************************************************************
 BC0116  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0116  DESIGNATION -  872 0093 TIDAL HALFMOON 2
 BC0116  PID         -  BC0116
 BC0116  STATE/COUNTY-  FL/DUVAL
 BC0116  COUNTRY     -  US
 BC0116  USGS QUAD   -  HEDGES (2018)
 BC0116
 BC0116                         *CURRENT SURVEY CONTROL
 BC0116  ______________________________________________________________________
 BC0116* NAD 83(1986) POSITION- 30 34 28.60   (N) 081 36 34.68   (W)   HD_HELD1
 BC0116* NAVD 88 ORTHO HEIGHT -     0.684 (meters)        2.24  (feet) ADJUSTED
 BC0116  ______________________________________________________________________
 BC0116  GEOID HEIGHT    -        -28.380 (meters)                     GEOID18
 BC0116  DYNAMIC HEIGHT  -          0.683 (meters)        2.24  (feet) COMP
 BC0116  MODELED GRAVITY -    979,381.9   (mgal)                       NAVD 88
 BC0116
 BC0116  VERT ORDER      -  SECOND    CLASS I
 BC0116
 BC0116.The horizontal coordinates were determined by differentially corrected
 BC0116.hand held GPS observations or other comparable positioning techniques
 BC0116.and have an estimated accuracy of +/- 3 meters.
 BC0116
 BC0116.The orthometric height was determined by differential leveling and
 BC0116.adjusted by the NATIONAL GEODETIC SURVEY
 BC0116.in May 2013.
 BC0116
 BC0116.No vertical observational check was made to the station.
 BC0116
 BC0116.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0116.GEOID18 height accuracy estimate available here.
 BC0116
 BC0116.This Tidal Bench Mark is designated as VM 19190
 BC0116.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0116
 BC0116.Click photographs - Photos may exist for this station.
 BC0116
 BC0116.The dynamic height is computed by dividing the NAVD 88
 BC0116.geopotential number by the normal gravity value computed on the
 BC0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0116.degrees latitude (g = 980.6199 gals.).
 BC0116
 BC0116.The modeled gravity was interpolated from observed gravity values.
 BC0116
 BC0116;                    North         East    Units  Estimated Accuracy
 BC0116;SPC FL E     -   691,721.9     141,523.5     MT  (+/- 3 meters HH1 GPS) 
 BC0116
 BC0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4154382617(NAD 83)
 BC0116
 BC0116                          SUPERSEDED SURVEY CONTROL
 BC0116
 BC0116  NAVD 88 (06/15/91)    0.719  (m)            2.36   (f) SUPERSEDED  1 2
 BC0116  NGVD 29 (??/??/92)    1.069  (m)            3.51   (f) SUPERSEDED  1 2
 BC0116  NGVD 29 (09/01/92)    1.053  (m)            3.45   (f) ADJUSTED    1 2
 BC0116
 BC0116.Superseded values are not recommended for survey control.
 BC0116
 BC0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0116.See file dsdata.pdf to determine how the superseded data were derived.
 BC0116
 BC0116_MARKER: DB = BENCH MARK DISK
 BC0116_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BC0116_STAMPING: HALFMOON NO 2 1934
 BC0116_MARK LOGO: CGS
 BC0116_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC0116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0116+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2004
 BC0116
 BC0116  HISTORY     - Date     Condition        Report By
 BC0116  HISTORY     - 1934     MONUMENTED       CGS
 BC0116  HISTORY     - 1954     GOOD             CGS
 BC0116  HISTORY     - 1975     MARK NOT FOUND   NGS
 BC0116  HISTORY     - 1978     GOOD             FLDNR
 BC0116  HISTORY     - 1978     GOOD             FLDNR
 BC0116  HISTORY     - 20040321 GOOD             FLDEP
 BC0116
 BC0116                          STATION DESCRIPTION
 BC0116
 BC0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BC0116'4.2 MI S FROM YULEE.
 BC0116'ABOUT 4.15 MILES SOUTH ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 BC0116'OF STATE HIGHWAYS 200 AND A1A AT YULEE, ON THE SOUTH BANK OF NASSAU
 BC0116'RIVER, AT THE DUVAL-NASSAU COUNTY LINE, IN MARSH GRASS, 171 FEET
 BC0116'NORTHWEST OF NORTHWEST END OF LINE, 19 1/2 FEET NORTHWEST OF
 BC0116'NORTHWEST EDGE OF WIDE FLAT SAND FILL ALONG HIGHWAY, ABOUT 10
 BC0116'FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BC0116'FILLED SEWER TILE PROJECTING 12 INCHES.  NOTE-- MARK IS SET IN
 BC0116'MARSH LAND AND A 2 BY 4-INCH POST WAS DRIVEN IN MARSH AND CONCRETE
 BC0116'FILLED TILE SET ON TOP OF IT.
 BC0116
 BC0116                          STATION RECOVERY (1975)
 BC0116
 BC0116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BC0116'MARK NOT FOUND.
 BC0116
 BC0116                          STATION RECOVERY (1978)
 BC0116
 BC0116'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC0116'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 17, AT
 BC0116'YULEE, PROCEED SOUTH ALONG US HIGHWAY 17, 4.2 MILES TO THE MARK.
 BC0116'MARK BEARS 76 FEET NORTHWEST OF A 17 INCH PINE TREE, 18 FEET EAST
 BC0116'OF THE EDGE OF A JUNKIN,(NEEDLE GRASS), 44 FEET WEST OF THE WESTERN
 BC0116'EDGE OF A BRIAR PATCH.
 BC0116
 BC0116                          STATION RECOVERY (1978)
 BC0116
 BC0116'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC0116'RECOVERED IN GOOD CONDITION.
 BC0116
 BC0116                          STATION RECOVERY (2004)
 BC0116
 BC0116'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0116'THE MARK IS 4.2 MI (6.8 KM) SOUTH FROM YULEE, IN TOWNSHIP 2 NORTH,
 BC0116'RANGE 27 EAST AT (NAD83 N303429, W0813635).
 BC0116'
 BC0116'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 BC0116'200) AND U.S.  HIGHWAY 17 IN YULEE, GO SOUTH FOR 4.2 MI (6.8 KM) TO
 BC0116'THE SOUTH SIDE OF THE HIGHWAY BRIDGE OVER  THE NASSAU RIVER AND THE
 BC0116'MARK ON THE RIGHT IN THE MARSH, SET FLUSH IN THE TOP OF A  CONCRETE
 BC0116'FILLED SEWER TILE FLUSH WITH THE GROUND.
 BC0116'
 BC0116'LOCATED 112.0 FT (34.1 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 BC0116'THE SOUTH ABUTMENT OF  THE U.S. HIGHWAY 17 BRIDGE OVER THE NASSAU
 BC0116'RIVER, 89.0 FT (27.1 M) NORTHWEST OF AN 18-INCH (46 CM) PINE  TREE
 BC0116'(TREE IS 82.5 FT (25.1 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 BC0116'SOUTH BRIDGE  ABUTMENT), 77.5 FT (23.6 M) NORTH-NORTHWEST OF A 28-INCH
 BC0116'(71 CM) PINE TREE, 65.0 FT (19.8 M) SOUTHWEST OF THE  SOUTHWEST SIDE
 BC0116'OF THE OPEN WATER OF THE NASSAU RIVER, 51.0 FT (15.5 M) NORTHWEST OF A
 BC0116'10-INCH (25 CM)  CYPRESS TREE AND 1.O FT (0.3 M) SOUTHEAST OF A
 BC0116'CARSONITE WITNESS POST.
 BC0116'
 BC0116'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0117 ***********************************************************************
 BC0117  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0117  DESIGNATION -  872 0093 TIDAL HALFMOON 1
 BC0117  PID         -  BC0117
 BC0117  STATE/COUNTY-  FL/DUVAL
 BC0117  COUNTRY     -  US
 BC0117  USGS QUAD   -  HEDGES (2018)
 BC0117
 BC0117                         *CURRENT SURVEY CONTROL
 BC0117  ______________________________________________________________________
 BC0117* NAD 83(1986) POSITION- 30 34 27.     (N) 081 36 33.     (W)   SCALED
 BC0117* NAVD 88 ORTHO HEIGHT -     3.128 (meters)       10.26  (feet) ADJUSTED
 BC0117  ______________________________________________________________________
 BC0117  GEOID HEIGHT    -        -28.380 (meters)                     GEOID18
 BC0117  DYNAMIC HEIGHT  -          3.124 (meters)       10.25  (feet) COMP
 BC0117  MODELED GRAVITY -    979,381.8   (mgal)                       NAVD 88
 BC0117
 BC0117  VERT ORDER      -  FIRST     CLASS II
 BC0117
 BC0117.The horizontal coordinates were scaled from a map and have
 BC0117.an estimated accuracy of +/- 6 seconds.
 BC0117
 BC0117.The orthometric height was determined by differential leveling and
 BC0117.adjusted by the NATIONAL GEODETIC SURVEY
 BC0117.in June 1991.
 BC0117
 BC0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0117.GEOID18 height accuracy estimate available here.
 BC0117
 BC0117.This Tidal Bench Mark is designated as VM 5011
 BC0117.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0117
 BC0117.Click photographs - Photos may exist for this station.
 BC0117
 BC0117.The dynamic height is computed by dividing the NAVD 88
 BC0117.geopotential number by the normal gravity value computed on the
 BC0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0117.degrees latitude (g = 980.6199 gals.).
 BC0117
 BC0117.The modeled gravity was interpolated from observed gravity values.
 BC0117
 BC0117;                    North         East    Units  Estimated Accuracy
 BC0117;SPC FL E     -   691,670.      141,570.      MT  (+/- 180 meters Scaled)
 BC0117
 BC0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP415825(NAD 83)
 BC0117
 BC0117                          SUPERSEDED SURVEY CONTROL
 BC0117
 BC0117  NGVD 29 (??/??/92)    3.461  (m)           11.36   (f) SUPERSEDED  1 2
 BC0117  NGVD 29 (09/01/92)    3.461  (m)           11.36   (f) ADJUSTED    1 2
 BC0117
 BC0117.Superseded values are not recommended for survey control.
 BC0117
 BC0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0117.See file dsdata.pdf to determine how the superseded data were derived.
 BC0117
 BC0117_MARKER: DB = BENCH MARK DISK
 BC0117_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC0117_SP_SET: ABUTMENT
 BC0117_STAMPING: HALFMOON NO 1 1934 411.355
 BC0117_MARK LOGO: CGS
 BC0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0117+SATELLITE: SATELLITE OBSERVATIONS - April 24, 1991
 BC0117
 BC0117  HISTORY     - Date     Condition        Report By
 BC0117  HISTORY     - 1934     MONUMENTED       CGS
 BC0117  HISTORY     - 1954     GOOD             CGS
 BC0117  HISTORY     - 1975     GOOD             NGS
 BC0117  HISTORY     - 1978     GOOD             FLDNR
 BC0117  HISTORY     - 1978     GOOD             FLDNR
 BC0117  HISTORY     - 19910424 GOOD             NGS
 BC0117  HISTORY     - 20021204 MARK NOT FOUND   FLDEP
 BC0117
 BC0117                          STATION DESCRIPTION
 BC0117
 BC0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BC0117'4.2 MI S FROM YULEE.
 BC0117'ABOUT 4.15 MILES SOUTH ALONG U.S. HIGHWAY 17 FROM THE INTERSECTION
 BC0117'OF STATE HIGHWAYS 200 AND A1A AT YULEE, AT THE HIGHWAY BRIDGE
 BC0117'OVER NASSAU RIVER, AT THE NASSAU-DUVAL COUNTY LINE, IN THE TOP
 BC0117'OF THE NORTHWEST END OF SOUTHWEST BRIDGE SEAT, 4 FEET SOUTHEAST
 BC0117'OF NORTHWEST OF BRIDGE SEAT, 1 1/2 FEET NORTHEAST OF NORTHEAST
 BC0117'FACE OF SOUTHWEST BACKWALL, 18 FEET NORTHWEST OF CENTER LINE OF
 BC0117'HIGHWAY AND ABOUT 3 1/2 FEET BELOW LEVEL OF HIGHWAY.
 BC0117
 BC0117                          STATION RECOVERY (1975)
 BC0117
 BC0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BC0117'RECOVERED IN GOOD CONDITION.
 BC0117
 BC0117                          STATION RECOVERY (1978)
 BC0117
 BC0117'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC0117'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 17, AT
 BC0117'YULEE, PROCEED SOUTH ALONG US HIGHWAY 17, 4.2 MILES TO THE SOUTH END
 BC0117'OF A BRIDGE OVER THE NASSAU RIVER, AND THE MARK ON THE RIGHT.
 BC0117'MARK BEARS 4 FEET SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE,
 BC0117'18 FEET NORTHWEST OF THE CENTER LINE OF US HIGHWAY 17, SET FLUSH
 BC0117'IN THE NORTHWEST END OF A CEMENT BLOCK THAT SUPPORTS THE SOUTHWEST
 BC0117'END OF THE BRIDGE.
 BC0117
 BC0117                          STATION RECOVERY (1978)
 BC0117
 BC0117'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC0117'RECOVERED IN GOOD CONDITION.
 BC0117
 BC0117                          STATION RECOVERY (1991)
 BC0117
 BC0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0117'6.6 KM (4.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 17 FROM THE JUNCTION OF
 BC0117'STATE HIGHWAY A1A IN YULEE, IN TOP OF AND 0.9 M (3.0 FT) SOUTHEAST OF
 BC0117'THE NORTHWEST END OF THE SOUTHWEST CONCRETE ABUTMENT OF THE HIGHWAY
 BC0117'BRIDGE SPANNING NASSAU RIVER, 5.5 M (18.0 FT) NORTHWEST OF THE
 BC0117'HIGHWAY CENTERLINE, 1.2 M (3.9 FT) BELOW THE LEVEL OF THE HIGHWAY,
 BC0117'AND 0.5 M (1.6 FT) SOUTHWEST OF THE NORTHEAST FACE OF THE ABUTMENT.
 BC0117
 BC0117                          STATION RECOVERY (2002)
 BC0117
 BC0117'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC0117'SEARCH FOR, NOT FOUND.  NEW BRIDGE CONSTRUCTED IN 2002
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1449 ***********************************************************************
 BC1449  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1449  DESIGNATION -  872 0097 A TIDAL
 BC1449  PID         -  BC1449
 BC1449  STATE/COUNTY-  FL/NASSAU
 BC1449  COUNTRY     -  US
 BC1449  USGS QUAD   -  HEDGES (2018)
 BC1449
 BC1449                         *CURRENT SURVEY CONTROL
 BC1449  ______________________________________________________________________
 BC1449* NAD 83(1986) POSITION- 30 34 09.     (N) 081 34 22.     (W)   SCALED
 BC1449* NAVD 88 ORTHO HEIGHT -     2.988 (meters)        9.80  (feet) ADJUSTED
 BC1449  ______________________________________________________________________
 BC1449  GEOID HEIGHT    -        -28.402 (meters)                     GEOID18
 BC1449  DYNAMIC HEIGHT  -          2.984 (meters)        9.79  (feet) COMP
 BC1449  MODELED GRAVITY -    979,382.0   (mgal)                       NAVD 88
 BC1449
 BC1449  VERT ORDER      -  SECOND    CLASS I
 BC1449
 BC1449.The horizontal coordinates were scaled from a map and have
 BC1449.an estimated accuracy of +/- 6 seconds.
 BC1449
 BC1449.The orthometric height was determined by differential leveling and
 BC1449.adjusted by the NATIONAL GEODETIC SURVEY
 BC1449.in June 1991.
 BC1449
 BC1449.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1449.GEOID18 height accuracy estimate available here.
 BC1449
 BC1449.This Tidal Bench Mark is designated as VM 5016
 BC1449.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1449
 BC1449.Click photographs - Photos may exist for this station.
 BC1449
 BC1449.The dynamic height is computed by dividing the NAVD 88
 BC1449.geopotential number by the normal gravity value computed on the
 BC1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1449.degrees latitude (g = 980.6199 gals.).
 BC1449
 BC1449.The modeled gravity was interpolated from observed gravity values.
 BC1449
 BC1449;                    North         East    Units  Estimated Accuracy
 BC1449;SPC FL E     -   691,100.      145,060.      MT  (+/- 180 meters Scaled)
 BC1449
 BC1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP450819(NAD 83)
 BC1449
 BC1449                          SUPERSEDED SURVEY CONTROL
 BC1449
 BC1449  NGVD 29 (09/01/92)    3.325  (m)           10.91   (f) ADJUSTED    2 1
 BC1449
 BC1449.Superseded values are not recommended for survey control.
 BC1449
 BC1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1449.See file dsdata.pdf to determine how the superseded data were derived.
 BC1449
 BC1449_MARKER: DD = SURVEY DISK
 BC1449_STAMPING: 0097 A 1978
 BC1449_MARK LOGO: NOS
 BC1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1449
 BC1449  HISTORY     - Date     Condition        Report By
 BC1449  HISTORY     - 1978     MONUMENTED       NOS
 BC1449  HISTORY     - 1978     GOOD             FLDNR
 BC1449  HISTORY     - 20021204 MARK NOT FOUND   FLDEP
 BC1449  HISTORY     - 20040319 MARK NOT FOUND   FLDEP
 BC1449
 BC1449                          STATION DESCRIPTION
 BC1449
 BC1449'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1449'4.6 MI SE FROM YULEE.
 BC1449'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 17, AT
 BC1449'YULEE, PROCEED SOUTH ALONG US HIGHWAY 17, 2 MILES TO HARTS ROAD,
 BC1449'PROCEED SOUTHEASTERLY ALONG HARTS ROAD 0.8 MILES TO THE FIRST OF
 BC1449'FOUR 90 DEGREES CURVES, CONTINUE THROUGH THE CURVES AND RESUME
 BC1449'THE SOUTHEASTERLY BEARING, (HARST ROAD CHANGES TO WILSON NECK
 BC1449'ROAD), 1.3 MILES TO THE INTERSECTION WITH AVANT ROAD, PROCEED
 BC1449'SOUTHEASTERLY 0.75 MILES ALONG AVANT ROAD TO THE MARK. MARK BEARS
 BC1449'29 FEET SOUTHEAST OF A FORK IN AVANT ROAD, 100 FEET NORTHWEST
 BC1449'OF THE EDGE OF A SMALL BLUFF AND A 32 INCH LIVE OAK TREE, 294
 BC1449'FEET SOUTHEAST OF TIDAL 0097 B.
 BC1449
 BC1449                          STATION RECOVERY (2002)
 BC1449
 BC1449'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002
 BC1449'SEARCH FOR, NOT FOUND.  MAY FALL UNDER NEW RESIDENTIAL CONSTRUCTION IN
 BC1449'AREA.  TIES WERE TOO VAGUE TO ACCURATELY LOCATE.
 BC1449
 BC1449                          STATION RECOVERY (2004)
 BC1449
 BC1449'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1449'NOT RECOVERED.
 BC1449'
 BC1449'NOTE-THE AREA WAS SEARCHED AND THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1448 ***********************************************************************
 BC1448  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1448  DESIGNATION -  872 0097 B TIDAL
 BC1448  PID         -  BC1448
 BC1448  STATE/COUNTY-  FL/NASSAU
 BC1448  COUNTRY     -  US
 BC1448  USGS QUAD   -  HEDGES (2018)
 BC1448
 BC1448                         *CURRENT SURVEY CONTROL
 BC1448  ______________________________________________________________________
 BC1448* NAD 83(1986) POSITION- 30 34 13.     (N) 081 34 24.     (W)   SCALED
 BC1448* NAVD 88 ORTHO HEIGHT -     3.349 (meters)       10.99  (feet) ADJUSTED
 BC1448  ______________________________________________________________________
 BC1448  GEOID HEIGHT    -        -28.402 (meters)                     GEOID18
 BC1448  DYNAMIC HEIGHT  -          3.344 (meters)       10.97  (feet) COMP
 BC1448  MODELED GRAVITY -    979,382.1   (mgal)                       NAVD 88
 BC1448
 BC1448  VERT ORDER      -  SECOND    CLASS I
 BC1448
 BC1448.The horizontal coordinates were scaled from a map and have
 BC1448.an estimated accuracy of +/- 6 seconds.
 BC1448
 BC1448.The orthometric height was determined by differential leveling and
 BC1448.adjusted by the NATIONAL GEODETIC SURVEY
 BC1448.in June 1991.
 BC1448
 BC1448.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1448.GEOID18 height accuracy estimate available here.
 BC1448
 BC1448.This Tidal Bench Mark is designated as VM 5017
 BC1448.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1448
 BC1448.Click photographs - Photos may exist for this station.
 BC1448
 BC1448.The dynamic height is computed by dividing the NAVD 88
 BC1448.geopotential number by the normal gravity value computed on the
 BC1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1448.degrees latitude (g = 980.6199 gals.).
 BC1448
 BC1448.The modeled gravity was interpolated from observed gravity values.
 BC1448
 BC1448;                    North         East    Units  Estimated Accuracy
 BC1448;SPC FL E     -   691,220.      145,000.      MT  (+/- 180 meters Scaled)
 BC1448
 BC1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP450821(NAD 83)
 BC1448
 BC1448                          SUPERSEDED SURVEY CONTROL
 BC1448
 BC1448  NGVD 29 (09/01/92)    3.685  (m)           12.09   (f) ADJUSTED    2 1
 BC1448
 BC1448.Superseded values are not recommended for survey control.
 BC1448
 BC1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1448.See file dsdata.pdf to determine how the superseded data were derived.
 BC1448
 BC1448_MARKER: DD = SURVEY DISK
 BC1448_STAMPING: 0097 B 1978
 BC1448_MARK LOGO: NOS
 BC1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1448
 BC1448  HISTORY     - Date     Condition        Report By
 BC1448  HISTORY     - 1978     MONUMENTED       NOS
 BC1448  HISTORY     - 1978     GOOD             FLDNR
 BC1448  HISTORY     - 20030108 MARK NOT FOUND   FLDEP
 BC1448  HISTORY     - 20040319 MARK NOT FOUND   FLDEP
 BC1448
 BC1448                          STATION DESCRIPTION
 BC1448
 BC1448'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1448'4.5 MI SE FROM YULEE.
 BC1448'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 17, AT
 BC1448'YULEE, PROCEED SOUTH ALONG US HIGHWAY 17, 2 MILES TO HARTS ROAD,
 BC1448'PROCEED SOUTHEASTERLY ALONG HARTS ROAD 0.8 MILES TO THE FIRST OF
 BC1448'FOUR 90 DEGREE CURVES, CONTINUE THROUGH THE CURVES AND RESUME THE
 BC1448'SOUTHEASTERLY BEARING 1.3 MILES TO WILSON NECK ROAD, (HARTS CHANGES
 BC1448'TO WILSON NECK ROAD), AND AVANT ROAD, PROCEED SOUTHEASTERLY 0.7
 BC1448'MILES ALONG AVANT ROAD TO THE MARK. MARK BEARS 13 FEET SOUTHWEST
 BC1448'OF THE CENTER LINE OF AVANT ROAD, 54 FEET WEST OF A TELEPHONE POLE
 BC1448'28 FEET SOUTHWEST OF THE CENTER LINE OF A DIRT ROAD HEADING
 BC1448'NORTHEAST, 294 FEET NORTHWEST OF TIDAL 0097 A.
 BC1448
 BC1448                          STATION RECOVERY (2003)
 BC1448
 BC1448'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1448'SEARCH FOR, NOT FOUND.  MAY FALL IN AVANT ROAD AND/OR ADJACENT SWALE
 BC1448
 BC1448                          STATION RECOVERY (2004)
 BC1448
 BC1448'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1448'NOT RECOVERED.
 BC1448'
 BC1448'NOTE-THE AREA WAS SEARCHED AND MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1446 ***********************************************************************
 BC1446  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1446  DESIGNATION -  872 0097 C TIDAL
 BC1446  PID         -  BC1446
 BC1446  STATE/COUNTY-  FL/NASSAU
 BC1446  COUNTRY     -  US
 BC1446  USGS QUAD   -  HEDGES (2018)
 BC1446
 BC1446                         *CURRENT SURVEY CONTROL
 BC1446  ______________________________________________________________________
 BC1446* NAD 83(1986) POSITION- 30 34 36.     (N) 081 34 23.     (W)   SCALED
 BC1446* NAVD 88 ORTHO HEIGHT -     2.744 (meters)        9.00  (feet) ADJUSTED
 BC1446  ______________________________________________________________________
 BC1446  GEOID HEIGHT    -        -28.404 (meters)                     GEOID18
 BC1446  DYNAMIC HEIGHT  -          2.740 (meters)        8.99  (feet) COMP
 BC1446  MODELED GRAVITY -    979,382.7   (mgal)                       NAVD 88
 BC1446
 BC1446  VERT ORDER      -  SECOND    CLASS I
 BC1446
 BC1446.The horizontal coordinates were scaled from a map and have
 BC1446.an estimated accuracy of +/- 6 seconds.
 BC1446
 BC1446.The orthometric height was determined by differential leveling and
 BC1446.adjusted by the NATIONAL GEODETIC SURVEY
 BC1446.in June 1991.
 BC1446
 BC1446.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1446.GEOID18 height accuracy estimate available here.
 BC1446
 BC1446.This Tidal Bench Mark is designated as VM 5018
 BC1446.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1446
 BC1446.Click photographs - Photos may exist for this station.
 BC1446
 BC1446.The dynamic height is computed by dividing the NAVD 88
 BC1446.geopotential number by the normal gravity value computed on the
 BC1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1446.degrees latitude (g = 980.6199 gals.).
 BC1446
 BC1446.The modeled gravity was interpolated from observed gravity values.
 BC1446
 BC1446;                    North         East    Units  Estimated Accuracy
 BC1446;SPC FL E     -   691,930.      145,030.      MT  (+/- 180 meters Scaled)
 BC1446
 BC1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP450828(NAD 83)
 BC1446
 BC1446                          SUPERSEDED SURVEY CONTROL
 BC1446
 BC1446  NGVD 29 (09/01/92)    3.080  (m)           10.11   (f) ADJUSTED    2 1
 BC1446
 BC1446.Superseded values are not recommended for survey control.
 BC1446
 BC1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1446.See file dsdata.pdf to determine how the superseded data were derived.
 BC1446
 BC1446_MARKER: DD = SURVEY DISK
 BC1446_STAMPING: 0097 C 1978
 BC1446_MARK LOGO: NOS
 BC1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1446
 BC1446  HISTORY     - Date     Condition        Report By
 BC1446  HISTORY     - 1978     MONUMENTED       NOS
 BC1446  HISTORY     - 1978     GOOD             FLDNR
 BC1446  HISTORY     - 20030108 MARK NOT FOUND   FLDEP
 BC1446  HISTORY     - 20040319 MARK NOT FOUND   FLDEP
 BC1446
 BC1446                          STATION DESCRIPTION
 BC1446
 BC1446'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1446'4.25 MI SE FROM YULEE.
 BC1446'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 17, AT
 BC1446'YULEE, PROCEED SOUTH ALONG US HIGHWAY 17, 2 MILES TO HARTS ROAD,
 BC1446'PROCEED SOUTHEASTERLY ALONG HARTS ROAD 0.8 MILES TO THE FIRST OF
 BC1446'FOUR 90 DEGREES CURVES, CONTINUE THROUGH THE CURVES AND RESUME
 BC1446'THE SOUTHEASTERLY BEARING, (HARST ROAD CHANGES TO WILSON NECK
 BC1446'ROAD), 1.2 MILES TO THE INTERSECTION WITH AVANT ROAD, PROCEED
 BC1446'SOUTHERLY ALONG AVANT ROAD 0.25 MILES TO THE MARK.
 BC1446'MARK BEARS 205 FEET NORTHEASTERLY FROM THE CENTER LINE
 BC1446'OF AVANT ROAD, 1.5 FEET SOUTHEASTERLY FROM A FENCE LINE
 BC1446'ALONG THE EASTERLY BOUNDRY OF ROBERT W SHANNONS
 BC1446'PROPERTY, 73.5 FEET SOUTHEASTERLY OF THE SOUTHEAST
 BC1446'CORNER OF THE ROBERT W SHANNON RESIDENCE, 39 FEET
 BC1446
 BC1446                          STATION RECOVERY (2003)
 BC1446
 BC1446'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1446'SEARCH FOR, NOT FOUND.  MAY FALL IN PEN OF HALF DOZEN DOGS AT 1456
 BC1446'AVANT ROAD
 BC1446
 BC1446                          STATION RECOVERY (2004)
 BC1446
 BC1446'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1446'NOT RECOVERED.
 BC1446'
 BC1446'NOTE-THE AREA WAS SEARCHED AND MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1445 ***********************************************************************
 BC1445  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1445  DESIGNATION -  872 0097 D TIDAL
 BC1445  PID         -  BC1445
 BC1445  STATE/COUNTY-  FL/NASSAU
 BC1445  COUNTRY     -  US
 BC1445  USGS QUAD   -  HEDGES (2018)
 BC1445
 BC1445                         *CURRENT SURVEY CONTROL
 BC1445  ______________________________________________________________________
 BC1445* NAD 83(1986) POSITION- 30 34 50.80   (N) 081 34 29.19   (W)   HD_HELD1
 BC1445* NAVD 88 ORTHO HEIGHT -     4.444 (meters)       14.58  (feet) ADJUSTED
 BC1445  ______________________________________________________________________
 BC1445  GEOID HEIGHT    -        -28.403 (meters)                     GEOID18
 BC1445  DYNAMIC HEIGHT  -          4.439 (meters)       14.56  (feet) COMP
 BC1445  MODELED GRAVITY -    979,383.0   (mgal)                       NAVD 88
 BC1445
 BC1445  VERT ORDER      -  SECOND    CLASS I
 BC1445
 BC1445.The horizontal coordinates were determined by differentially corrected
 BC1445.hand held GPS observations or other comparable positioning techniques
 BC1445.and have an estimated accuracy of +/- 3 meters.
 BC1445
 BC1445.The orthometric height was determined by differential leveling and
 BC1445.adjusted by the NATIONAL GEODETIC SURVEY
 BC1445.in June 1991.
 BC1445
 BC1445.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1445.GEOID18 height accuracy estimate available here.
 BC1445
 BC1445.This Tidal Bench Mark is designated as VM 5019
 BC1445.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1445
 BC1445.Click photographs - Photos may exist for this station.
 BC1445
 BC1445.The dynamic height is computed by dividing the NAVD 88
 BC1445.geopotential number by the normal gravity value computed on the
 BC1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1445.degrees latitude (g = 980.6199 gals.).
 BC1445
 BC1445.The modeled gravity was interpolated from observed gravity values.
 BC1445
 BC1445;                    North         East    Units  Estimated Accuracy
 BC1445;SPC FL E     -   692,388.0     144,870.7     MT  (+/- 3 meters HH1 GPS) 
 BC1445
 BC1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4488983283(NAD 83)
 BC1445
 BC1445                          SUPERSEDED SURVEY CONTROL
 BC1445
 BC1445  NGVD 29 (09/01/92)    4.781  (m)           15.69   (f) ADJUSTED    2 1
 BC1445
 BC1445.Superseded values are not recommended for survey control.
 BC1445
 BC1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1445.See file dsdata.pdf to determine how the superseded data were derived.
 BC1445
 BC1445_MARKER: DD = SURVEY DISK
 BC1445_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1445_SP_SET: HEADWALL
 BC1445_STAMPING: 0097 D 1978
 BC1445_MARK LOGO: NOS
 BC1445_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1445+STABILITY: SURFACE MOTION
 BC1445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1445+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 BC1445
 BC1445  HISTORY     - Date     Condition        Report By
 BC1445  HISTORY     - 1978     MONUMENTED       NOS
 BC1445  HISTORY     - 1978     GOOD             FLDNR
 BC1445  HISTORY     - 20040317 GOOD             FLDEP
 BC1445
 BC1445                          STATION DESCRIPTION
 BC1445
 BC1445'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1445'3.8 MI SE FROM YULEE.
 BC1445'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 17, AT
 BC1445'YULEE, PROCEED SOUTH ON US HIGHWAY 17, 2 MILES TO HARTS ROAD,
 BC1445'PROCEED SOUTHEASTERLY ALONG HARTS ROAD 0.8 MILES TO THE FIRST OF
 BC1445'FOUR NINETY DEGREE CURVES, CONTINUE THROUGH THE CURVES AND RESUME
 BC1445'THE SOUTHEASTERLY BEARING 1.2 MILES TO THE INTERSECTION OF WILSON
 BC1445'NECK ROAD, (HARTS ROAD CHANGES TO WILSON NECK ROAD), AND ELLIS
 BC1445'ROAD, AND THE MARK. MARK BEARS 23 FEET EAST OF THE INTERSECTION
 BC1445'65 FEET EAST OF A TELEPHONE POLE, 1.7 FEET EAST OF THE WEST END
 BC1445'OF THE HEADWALL.
 BC1445
 BC1445                          STATION RECOVERY (2004)
 BC1445
 BC1445'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1445'THE MARK IS ABOUT 3.9 MI (6.3 KM) SOUTHEAST FROM YULEE, IN SECTION 43,
 BC1445'TOWNSHIP 2 NORTH, RANGE 27 EAST, AT (NAD83 N303451, W813429), IN THE
 BC1445'PUBLIC RIGHT OF WAY FOR WILSON NECK ROAD.
 BC1445'
 BC1445'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 BC1445'200) AND US HIGHWAY 17 IN YULEE, GO SOUTH ON U.S. HIGHWAY 17 FOR 2.2
 BC1445'MI (3.5 KM) TO THE INTERSECTION OF HARTS ROAD IN HEDGES.  TURN LEFT ON
 BC1445'HARTS ROAD AND GO SOUTHEAST FOR 1.15 MI (1.9 KM) TO THE JUNCTION OF
 BC1445'HADDOCK ROAD AND WILSON NECK ROAD.  TURN RIGHT ON WILSON NECK ROAD AND
 BC1445'GO SOUTHEAST FOR 0.9 MI (1.4 KM) TO THE INTERSECTION OF ELISE ROAD AND
 BC1445'THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE HEADWALL.
 BC1445'
 BC1445'LOCATED 52.5 FT (16.0 M) SOUTH OF A WOODEN POWER POLE, 30.0 FT (9.1 M)
 BC1445'EAST OF THE INTERSECTION OF WILSON NECK ROAD AND ELISE ROAD, 21.6 FT
 BC1445'(6.6 M) NORTHEAST OF THE CENTERLINE OF WILSON NECK ROAD, 20.7 FT (6.3
 BC1445'M) SOUTHEAST OF THE CENTERLINE OF ELISE ROAD AND 1.7 FT (0.5 M)
 BC1445'NORTHEAST OF THE SOUTHWEST END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1444 ***********************************************************************
 BC1444  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1444  DESIGNATION -  872 0097 E TIDAL
 BC1444  PID         -  BC1444
 BC1444  STATE/COUNTY-  FL/NASSAU
 BC1444  COUNTRY     -  US
 BC1444  USGS QUAD   -  HEDGES (2018)
 BC1444
 BC1444                         *CURRENT SURVEY CONTROL
 BC1444  ______________________________________________________________________
 BC1444* NAD 83(1986) POSITION- 30 35 14.     (N) 081 35 02.     (W)   SCALED
 BC1444* NAVD 88 ORTHO HEIGHT -     5.817 (meters)       19.08  (feet) ADJUSTED
 BC1444  ______________________________________________________________________
 BC1444  GEOID HEIGHT    -        -28.398 (meters)                     GEOID18
 BC1444  DYNAMIC HEIGHT  -          5.809 (meters)       19.06  (feet) COMP
 BC1444  MODELED GRAVITY -    979,383.5   (mgal)                       NAVD 88
 BC1444
 BC1444  VERT ORDER      -  SECOND    CLASS I
 BC1444
 BC1444.The horizontal coordinates were scaled from a map and have
 BC1444.an estimated accuracy of +/- 6 seconds.
 BC1444
 BC1444.The orthometric height was determined by differential leveling and
 BC1444.adjusted by the NATIONAL GEODETIC SURVEY
 BC1444.in June 1991.
 BC1444
 BC1444.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1444.GEOID18 height accuracy estimate available here.
 BC1444
 BC1444.This Tidal Bench Mark is designated as VM 5020
 BC1444.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1444
 BC1444.Click photographs - Photos may exist for this station.
 BC1444
 BC1444.The dynamic height is computed by dividing the NAVD 88
 BC1444.geopotential number by the normal gravity value computed on the
 BC1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1444.degrees latitude (g = 980.6199 gals.).
 BC1444
 BC1444.The modeled gravity was interpolated from observed gravity values.
 BC1444
 BC1444;                    North         East    Units  Estimated Accuracy
 BC1444;SPC FL E     -   693,110.      144,000.      MT  (+/- 180 meters Scaled)
 BC1444
 BC1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP440840(NAD 83)
 BC1444
 BC1444                          SUPERSEDED SURVEY CONTROL
 BC1444
 BC1444  NGVD 29 (09/01/92)    6.154  (m)           20.19   (f) ADJUSTED    2 1
 BC1444
 BC1444.Superseded values are not recommended for survey control.
 BC1444
 BC1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1444.See file dsdata.pdf to determine how the superseded data were derived.
 BC1444
 BC1444_MARKER: DD = SURVEY DISK
 BC1444_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1444_SP_SET: CULVERT HEADWALL
 BC1444_STAMPING: 0097 E 1978
 BC1444_MARK LOGO: NOS
 BC1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1444+STABILITY: SURFACE MOTION
 BC1444
 BC1444  HISTORY     - Date     Condition        Report By
 BC1444  HISTORY     - 1978     MONUMENTED       NOS
 BC1444  HISTORY     - 1978     GOOD             FLDNR
 BC1444  HISTORY     - 20040319 MARK NOT FOUND   FLDEP
 BC1444
 BC1444                          STATION DESCRIPTION
 BC1444
 BC1444'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1444'3.2 MI SE FROM YULEE.
 BC1444'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US HIGHWAY 17, AT
 BC1444'YULEE, PROCEED SOUTH ALONG US HIGHWAY 17, 2 MILES TO HARTS ROAD,
 BC1444'THENCE PROCEED SOUTHEAST ALONG HARTS ROAD, 0.8 MILES TO THE FIRST
 BC1444'OF FOUR NINETY DEGREE CURVES, CONTINUE THROUGH THE CURVES AND
 BC1444'RESUME THE SOUTHEASTERLY BEARING FOR A DISTANCE OF 0.8 MILES TO THE
 BC1444'INTERSECTION OF WILSON NECK ROAD, (HARTS ROAD CHANGES NAMES),
 BC1444'AND LANA COURT, AND THE MARK. MARK BEARS 28 FEET SOUTHEAST OF
 BC1444'THE INTERSECTION OF WILSON NECK ROAD AND LANA COURT ROAD, 7.5 FEET
 BC1444'NORTH OF A TELEPHONE POLE, 1 FOOT WEST OF THE WEST EDGE OF THE
 BC1444'CONCRETE HEADWALL.
 BC1444
 BC1444                          STATION RECOVERY (2004)
 BC1444
 BC1444'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1444'NOT RECOVERED.
 BC1444'
 BC1444'NOTE-THE AREA WAS SEARCHED, THE DISK HAS BEEN REMOVED FROM THE
 BC1444'HEADWALL AND ONLY THE  STEM REMAINS, (SEE PHOTO).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ2595 ***********************************************************************
 DQ2595  DESIGNATION -  872 0097 F TIDAL
 DQ2595  PID         -  DQ2595
 DQ2595  STATE/COUNTY-  FL/NASSAU
 DQ2595  COUNTRY     -  US
 DQ2595  USGS QUAD   -  HEDGES (2018)
 DQ2595
 DQ2595                         *CURRENT SURVEY CONTROL
 DQ2595  ______________________________________________________________________
 DQ2595* NAD 83(1986) POSITION- 30 34 48.     (N) 081 34 23.     (W)   SCALED
 DQ2595* NAVD 88 ORTHO HEIGHT -     3.542 (meters)       11.62  (feet) ADJUSTED
 DQ2595  ______________________________________________________________________
 DQ2595  GEOID HEIGHT    -        -28.404 (meters)                     GEOID18
 DQ2595  DYNAMIC HEIGHT  -          3.538 (meters)       11.61  (feet) COMP
 DQ2595  MODELED GRAVITY -    979,383.0   (mgal)                       NAVD 88
 DQ2595
 DQ2595  VERT ORDER      -  SECOND    CLASS I
 DQ2595
 DQ2595.The horizontal coordinates were scaled from a map and have
 DQ2595.an estimated accuracy of +/- 6 seconds.
 DQ2595
 DQ2595.The orthometric height was determined by differential leveling and
 DQ2595.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2595.in October 2016.
 DQ2595
 DQ2595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2595.GEOID18 height accuracy estimate available here.
 DQ2595
 DQ2595.Click photographs - Photos may exist for this station.
 DQ2595
 DQ2595.The dynamic height is computed by dividing the NAVD 88
 DQ2595.geopotential number by the normal gravity value computed on the
 DQ2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2595.degrees latitude (g = 980.6199 gals.).
 DQ2595
 DQ2595.The modeled gravity was interpolated from observed gravity values.
 DQ2595
 DQ2595;                    North         East    Units  Estimated Accuracy
 DQ2595;SPC FL E     -   692,300.      145,040.      MT  (+/- 180 meters Scaled)
 DQ2595
 DQ2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP450831(NAD 83)
 DQ2595
 DQ2595                          SUPERSEDED SURVEY CONTROL
 DQ2595
 DQ2595.No superseded survey control is available for this station.
 DQ2595
 DQ2595_MARKER: F = FLANGE-ENCASED ROD
 DQ2595_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ2595_STAMPING: 0097 F 2004
 DQ2595_MARK LOGO: FLDEP
 DQ2595_PROJECTION: RECESSED 8 CENTIMETERS
 DQ2595_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ2595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2595+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 DQ2595_ROD/PIPE-DEPTH: 16.6 meters
 DQ2595
 DQ2595  HISTORY     - Date     Condition        Report By
 DQ2595  HISTORY     - 20040209 MONUMENTED       FLDEP
 DQ2595
 DQ2595                          STATION DESCRIPTION
 DQ2595
 DQ2595'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DQ2595'THE MARK IS ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF YULEE, IN SECTION 43,
 DQ2595'TOWNSHIP 2 NORTH, RANGE 27 EAST, AT (NAD83 N303448, W0813423), IN THE
 DQ2595'PUBLIC RIGHT OF WAY OF AVANT ROAD.
 DQ2595'
 DQ2595'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 DQ2595'200) AND US HIGHWAY 17 IN YULEE, GO SOUTH ON U.S. HIGHWAY 17 FOR 2.2
 DQ2595'MI (3.5 KM) TO THE INTERSECTION OF HARTS ROAD IN HEDGES.  TURN LEFT ON
 DQ2595'HARTS ROAD AND GO SOUTHEAST FOR 1.15 MI (1.9 KM) TO THE JUNCTION OF
 DQ2595'HADDOCK ROAD AND WILSON NECK ROAD.  TURN RIGHT ON WILSON NECK ROAD AND
 DQ2595'GO SOUTHEAST FOR 1.0 MI (1.6 KM) TO ITS END, AT THE JUNCTION WITH
 DQ2595'AVANT ROAD.  TURN LEFT ON AVANT ROAD AND GO NORTHEAST ABOUT 212.0 FT
 DQ2595'(64.6 M) TO THE MARK ON THE LEFT, NEAR THE EAST CORNER OF THE PROPERTY
 DQ2595'AT 85777 AVANT ROAD, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DQ2595'DEPTH OF 54.3 FT (16.6 M) WITH AN NATIONAL GEODETIC SURVEY LOGO CAP
 DQ2595'FLUSH WITH THE GROUND, THE DATUM POINT IS RECESSED 0.3 FT (9 CM) BELOW
 DQ2595'THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DQ2595'
 DQ2595'LOCATED 33.7 FT (10.3 M) NORTH-NORTHEAST OF THE CENTERLINE OF AVANT
 DQ2595'ROAD, 6.0 FT (1.8 M) NORTHWEST OF A WOODEN ANCHOR POLE, 5.0 FT (1.5 M)
 DQ2595'SOUTHWEST OF A 4-INCH (10 CM) SQUARE CONCRETE PROPERTY CORNER POST AND
 DQ2595'3.0 FT (0.9 M) SOUTH OF A 4.0 FT (1.2 M) HIGH CHAIN LINK FENCE AND
 DQ2595'CARSONITE WITNESS POST.
 DQ2595'
 DQ2595'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
 DQ2595'
 DQ2595'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE 5-INCH NATIONAL
 DQ2595'GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ2594 ***********************************************************************
 DQ2594  DESIGNATION -  872 0097 G TIDAL
 DQ2594  PID         -  DQ2594
 DQ2594  STATE/COUNTY-  FL/NASSAU
 DQ2594  COUNTRY     -  US
 DQ2594  USGS QUAD   -  HEDGES (2018)
 DQ2594
 DQ2594                         *CURRENT SURVEY CONTROL
 DQ2594  ______________________________________________________________________
 DQ2594* NAD 83(1986) POSITION- 30 34 47.     (N) 081 34 24.     (W)   SCALED
 DQ2594* NAVD 88 ORTHO HEIGHT -     3.820 (meters)       12.53  (feet) ADJUSTED
 DQ2594  ______________________________________________________________________
 DQ2594  GEOID HEIGHT    -        -28.404 (meters)                     GEOID18
 DQ2594  DYNAMIC HEIGHT  -          3.815 (meters)       12.52  (feet) COMP
 DQ2594  MODELED GRAVITY -    979,383.0   (mgal)                       NAVD 88
 DQ2594
 DQ2594  VERT ORDER      -  SECOND    CLASS I
 DQ2594
 DQ2594.The horizontal coordinates were scaled from a map and have
 DQ2594.an estimated accuracy of +/- 6 seconds.
 DQ2594
 DQ2594.The orthometric height was determined by differential leveling and
 DQ2594.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2594.in October 2016.
 DQ2594
 DQ2594.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2594.GEOID18 height accuracy estimate available here.
 DQ2594
 DQ2594.Click photographs - Photos may exist for this station.
 DQ2594
 DQ2594.The dynamic height is computed by dividing the NAVD 88
 DQ2594.geopotential number by the normal gravity value computed on the
 DQ2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2594.degrees latitude (g = 980.6199 gals.).
 DQ2594
 DQ2594.The modeled gravity was interpolated from observed gravity values.
 DQ2594
 DQ2594;                    North         East    Units  Estimated Accuracy
 DQ2594;SPC FL E     -   692,270.      145,010.      MT  (+/- 180 meters Scaled)
 DQ2594
 DQ2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP450831(NAD 83)
 DQ2594
 DQ2594                          SUPERSEDED SURVEY CONTROL
 DQ2594
 DQ2594.No superseded survey control is available for this station.
 DQ2594
 DQ2594_MARKER: DD = SURVEY DISK
 DQ2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2594_STAMPING: 0097 G 2004
 DQ2594_MARK LOGO: FLDEP
 DQ2594_PROJECTION: FLUSH
 DQ2594_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2594+STABILITY: SURFACE MOTION
 DQ2594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2594+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 DQ2594
 DQ2594  HISTORY     - Date     Condition        Report By
 DQ2594  HISTORY     - 20040209 MONUMENTED       FLDEP
 DQ2594
 DQ2594                          STATION DESCRIPTION
 DQ2594
 DQ2594'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DQ2594'THE MARK IS ABOUT 4.0 MI (6.4 KM) SOUTHEAST OF YULEE, IN SECTION 43,
 DQ2594'TOWNSHIP 2 NORTH, RANGE 27 EAST, AT (NAD83 N303447, W0813424), IN THE
 DQ2594'PUBLIC RIGHT OF WAY FOR AVANT ROAD.
 DQ2594'
 DQ2594'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 DQ2594'200) AND US HIGHWAY 17 IN YULEE, GO SOUTH ON U.S. HIGHWAY 17 FOR 2.2
 DQ2594'MI (3.5 KM) TO THE INTERSECTION OF HARTS ROAD IN HEDGES.  TURN LEFT ON
 DQ2594'HARTS ROAD AND GO SOUTHEAST FOR 1.15 MI (1.9 KM) TO THE JUNCTION OF
 DQ2594'HADDOCK ROAD AND WILSON NECK ROAD.  TURN RIGHT ON WILSON NECK ROAD AND
 DQ2594'GO SOUTHEAST FOR 1.0 MI (1.6 KM) TO ITS END, AT THE JUNCTION OF AVANT
 DQ2594'ROAD AND THE MARK, LOCATED BEHIND THE GUARD RAIL AT THE END OF WILSON
 DQ2594'NECK ROAD, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DQ2594'GROUND AND ABOUT LEVEL WITH AVANT ROAD.
 DQ2594'
 DQ2594'LOCATED 32.2 FT (9.8 M) EAST OF THE JUNCTION OF WILSON NECK ROAD AND
 DQ2594'AVANT ROAD, 10.5 FT (3.2 M) NORTHEAST OF WOODEN POWER POLE NUMBER
 DQ2594'14304891902, 8.0 FT (2.4 M) NORTH OF THE CORNER POST OF A 4.0 FT (1.2
 DQ2594'M) HIGH METAL FENCE AND 2.9 FT (0.9 M) NORTHWEST OF A CONCRETE GUARD
 DQ2594'RAIL POST AND CARSONITE WITNESS POST.
 DQ2594'
 DQ2594'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ2593 ***********************************************************************
 DQ2593  DESIGNATION -  872 0097 H TIDAL
 DQ2593  PID         -  DQ2593
 DQ2593  STATE/COUNTY-  FL/NASSAU
 DQ2593  COUNTRY     -  US
 DQ2593  USGS QUAD   -  HEDGES (2018)
 DQ2593
 DQ2593                         *CURRENT SURVEY CONTROL
 DQ2593  ______________________________________________________________________
 DQ2593* NAD 83(1986) POSITION- 30 35 07.     (N) 081 34 54.     (W)   SCALED
 DQ2593* NAVD 88 ORTHO HEIGHT -     6.313 (meters)       20.71  (feet) ADJUSTED
 DQ2593  ______________________________________________________________________
 DQ2593  GEOID HEIGHT    -        -28.399 (meters)                     GEOID18
 DQ2593  DYNAMIC HEIGHT  -          6.305 (meters)       20.69  (feet) COMP
 DQ2593  MODELED GRAVITY -    979,383.4   (mgal)                       NAVD 88
 DQ2593
 DQ2593  VERT ORDER      -  SECOND    CLASS I
 DQ2593
 DQ2593.The horizontal coordinates were scaled from a map and have
 DQ2593.an estimated accuracy of +/- 6 seconds.
 DQ2593
 DQ2593.The orthometric height was determined by differential leveling and
 DQ2593.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2593.in October 2016.
 DQ2593
 DQ2593.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2593.GEOID18 height accuracy estimate available here.
 DQ2593
 DQ2593.Click photographs - Photos may exist for this station.
 DQ2593
 DQ2593.The dynamic height is computed by dividing the NAVD 88
 DQ2593.geopotential number by the normal gravity value computed on the
 DQ2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2593.degrees latitude (g = 980.6199 gals.).
 DQ2593
 DQ2593.The modeled gravity was interpolated from observed gravity values.
 DQ2593
 DQ2593;                    North         East    Units  Estimated Accuracy
 DQ2593;SPC FL E     -   692,890.      144,210.      MT  (+/- 180 meters Scaled)
 DQ2593
 DQ2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP442837(NAD 83)
 DQ2593
 DQ2593                          SUPERSEDED SURVEY CONTROL
 DQ2593
 DQ2593.No superseded survey control is available for this station.
 DQ2593
 DQ2593_MARKER: DD = SURVEY DISK
 DQ2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2593_STAMPING: 0097 H 2004
 DQ2593_MARK LOGO: FLDEP
 DQ2593_PROJECTION: FLUSH
 DQ2593_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2593+STABILITY: SURFACE MOTION
 DQ2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ2593+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 DQ2593
 DQ2593  HISTORY     - Date     Condition        Report By
 DQ2593  HISTORY     - 20040209 MONUMENTED       FLDEP
 DQ2593
 DQ2593                          STATION DESCRIPTION
 DQ2593
 DQ2593'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DQ2593'THE MARK IS ABOUT 3.5 MI (5.6 KM) SOUTH-SOUTHEAST OF YULEE, IN SECTION
 DQ2593'43, TOWNSHIP 2 NORTH, RANGE 27 EAST, AT (NAD83 N303508, W0813453), IN
 DQ2593'THE PUBLIC RIGHT OF WAY OF WILSON NECK ROAD.
 DQ2593'
 DQ2593'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD AIA (STATE ROAD
 DQ2593'200) AND US HIGHWAY 17 IN YULEE, GO SOUTH ON U.S. HIGHWAY 17 FOR 2.2
 DQ2593'MI (3.5 KM) TO THE INTERSECTION OF HARTS ROAD IN HEDGES.  TURN LEFT ON
 DQ2593'HARTS ROAD AND GO SOUTHEAST FOR 1.15 MI (1.9 KM) TO THE JUNCTION OF
 DQ2593'HADDOCK ROAD AND WILSON NECK ROAD.  TURN RIGHT ON WILSON NECK ROAD AND
 DQ2593'GO SOUTHEAST FOR 0.45 MI (0.7 KM) TO THE NORTHEAST CORNER OF THE
 DQ2593'PROPERTY AT 1154 WILSON NECK ROAD AND THE MARK ON THE RIGHT, SET IN
 DQ2593'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT
 DQ2593'LEVEL WITH WILSON NECK ROAD.
 DQ2593'
 DQ2593'LOCATED 57.3 FT (17.5 M) SOUTHWEST AND ACROSS WILSON NECK ROAD FROM
 DQ2593'THE SOUTHWEST PROPERTY CORNER AND CHAIN LINK FENCE CORNER POST AT 1162
 DQ2593'WILSON NECK ROAD, 28.5 FT (8.7 M) SOUTHWEST OF THE CENTERLINE OF
 DQ2593'WILSON NECK ROAD, 6.0 FT (1.8 M) WEST OF A WOODEN POWER POLE NUMBER
 DQ2593'143043865 AND O.5 FT NORTHEAST OF A CARSONITE WITNESS POST.
 DQ2593'
 DQ2593'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ2592 ***********************************************************************
 DQ2592  DESIGNATION -  872 0097 K TIDAL
 DQ2592  PID         -  DQ2592
 DQ2592  STATE/COUNTY-  FL/NASSAU
 DQ2592  COUNTRY     -  US
 DQ2592  USGS QUAD   -  HEDGES (2018)
 DQ2592
 DQ2592                         *CURRENT SURVEY CONTROL
 DQ2592  ______________________________________________________________________
 DQ2592* NAD 83(1986) POSITION- 30 35 21.     (N) 081 35 11.     (W)   SCALED
 DQ2592* NAVD 88 ORTHO HEIGHT -     4.486 (meters)       14.72  (feet) ADJUSTED
 DQ2592  ______________________________________________________________________
 DQ2592  GEOID HEIGHT    -        -28.397 (meters)                     GEOID18
 DQ2592  DYNAMIC HEIGHT  -          4.481 (meters)       14.70  (feet) COMP
 DQ2592  MODELED GRAVITY -    979,383.7   (mgal)                       NAVD 88
 DQ2592
 DQ2592  VERT ORDER      -  SECOND    CLASS I
 DQ2592
 DQ2592.The horizontal coordinates were scaled from a map and have
 DQ2592.an estimated accuracy of +/- 6 seconds.
 DQ2592
 DQ2592.The orthometric height was determined by differential leveling and
 DQ2592.adjusted by the NATIONAL GEODETIC SURVEY
 DQ2592.in October 2016.
 DQ2592
 DQ2592.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ2592.GEOID18 height accuracy estimate available here.
 DQ2592
 DQ2592.Click photographs - Photos may exist for this station.
 DQ2592
 DQ2592.The dynamic height is computed by dividing the NAVD 88
 DQ2592.geopotential number by the normal gravity value computed on the
 DQ2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ2592.degrees latitude (g = 980.6199 gals.).
 DQ2592
 DQ2592.The modeled gravity was interpolated from observed gravity values.
 DQ2592
 DQ2592;                    North         East    Units  Estimated Accuracy
 DQ2592;SPC FL E     -   693,320.      143,760.      MT  (+/- 180 meters Scaled)
 DQ2592
 DQ2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP437842(NAD 83)
 DQ2592
 DQ2592                          SUPERSEDED SURVEY CONTROL
 DQ2592
 DQ2592.No superseded survey control is available for this station.
 DQ2592
 DQ2592_MARKER: DD = SURVEY DISK
 DQ2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ2592_STAMPING: 0097 K 2004
 DQ2592_MARK LOGO: FLDEP
 DQ2592_PROJECTION: FLUSH
 DQ2592_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ2592+STABILITY: SURFACE MOTION
 DQ2592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DQ2592+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2004
 DQ2592
 DQ2592  HISTORY     - Date     Condition        Report By
 DQ2592  HISTORY     - 20040209 MONUMENTED       FLDEP
 DQ2592
 DQ2592                          STATION DESCRIPTION
 DQ2592
 DQ2592'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DQ2592'THE MARK IS ABOUT 3.2 MI (5.1 KM) SOUTH-SOUTHEAST FROM YULEE, IN
 DQ2592'SECTION 43, TOWNSHIP 2 NORTH, RANGE 27 WEST, AT (NAD83 N303520,
 DQ2592'W0813508), IN THE PUBLIC RIGHT OF WAY OF WILSON NECK ROAD.
 DQ2592'
 DQ2592'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 DQ2592'200) AND US HIGHWAY 17 IN YULEE, GO SOUTH ON U.S. HIGHWAY 17 FOR 2.2
 DQ2592'MI (3.5 KM) TO THE INTERSECTION OF HARTS ROAD IN HEDGES.  TURN LEFT ON
 DQ2592'HARTS ROAD AND GO SOUTHEAST FOR 1.15 MI (1.9 KM) TO THE JUNCTION OF
 DQ2592'HADDOCK ROAD AND WILSON NECK ROAD.  TURN RIGHT ON WILSON NECK ROAD AND
 DQ2592'GO SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE EASTERNMOST DRIVEWAY INTO AN
 DQ2592'ELECTRIC POWER SUBSTATION AND THE MARK ON THE LEFT, SET IN THE TOP OF
 DQ2592'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 DQ2592'WILSON NECK ROAD.
 DQ2592'
 DQ2592'LOCATED 56.0 FT (17.1 M) SOUTHEAST OF THE WOODEN GATEPOST ON THE EAST
 DQ2592'SIDE OF THE SUBSTATION DRIVEWAY, 28.7 FT (8.7 M) NORTHEAST OF THE
 DQ2592'CENTERLINE OF WILSON NECK ROAD, 14.6 FT (4.5 M) SOUTHEAST OF THE
 DQ2592'SOUTHEAST END OF A 24-INCH (61 CM) METAL DRAINAGE CULVERT UNDER THE
 DQ2592'DRIVEWAY, 6.3 FT (1.9 M) EAST-SOUTHEAST OF A WOODEN ELECTRIC SERVICE
 DQ2592'POLE AND 0.5 FT (15 CM) SOUTHWEST OF A CARSONITE WITNESS POST.
 DQ2592'
 DQ2592'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ4729 ***********************************************************************
 AJ4729  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ4729  DESIGNATION -  872 0098 F TIDAL
 AJ4729  PID         -  AJ4729
 AJ4729  STATE/COUNTY-  FL/NASSAU
 AJ4729  COUNTRY     -  US
 AJ4729  USGS QUAD   -  HEDGES (2018)
 AJ4729
 AJ4729                         *CURRENT SURVEY CONTROL
 AJ4729  ______________________________________________________________________
 AJ4729* NAD 83(1986) POSITION- 30 34 10.     (N) 081 30 38.     (W)   SCALED
 AJ4729* NAVD 88 ORTHO HEIGHT -     3.180 (meters)       10.43  (feet) ADJUSTED
 AJ4729  ______________________________________________________________________
 AJ4729  GEOID HEIGHT    -        -28.450 (meters)                     GEOID18
 AJ4729  DYNAMIC HEIGHT  -          3.176 (meters)       10.42  (feet) COMP
 AJ4729  MODELED GRAVITY -    979,382.1   (mgal)                       NAVD 88
 AJ4729
 AJ4729  VERT ORDER      -  SECOND    CLASS II
 AJ4729
 AJ4729.The horizontal coordinates were scaled from a map and have
 AJ4729.an estimated accuracy of +/- 6 seconds.
 AJ4729
 AJ4729.The orthometric height was determined by differential leveling and
 AJ4729.adjusted by the NATIONAL GEODETIC SURVEY
 AJ4729.in October 2016.
 AJ4729
 AJ4729.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4729.GEOID18 height accuracy estimate available here.
 AJ4729
 AJ4729.This Tidal Bench Mark is designated as VM 5027
 AJ4729.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AJ4729
 AJ4729.Click photographs - Photos may exist for this station.
 AJ4729
 AJ4729.The dynamic height is computed by dividing the NAVD 88
 AJ4729.geopotential number by the normal gravity value computed on the
 AJ4729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4729.degrees latitude (g = 980.6199 gals.).
 AJ4729
 AJ4729.The modeled gravity was interpolated from observed gravity values.
 AJ4729
 AJ4729;                    North         East    Units  Estimated Accuracy
 AJ4729;SPC FL E     -   691,100.      151,030.      MT  (+/- 180 meters Scaled)
 AJ4729
 AJ4729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP510819(NAD 83)
 AJ4729
 AJ4729                          SUPERSEDED SURVEY CONTROL
 AJ4729
 AJ4729  NAVD 88 (04/25/02)    3.177  (m)           10.42   (f) SUPERSEDED  2 1
 AJ4729
 AJ4729.Superseded values are not recommended for survey control.
 AJ4729
 AJ4729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4729.See file dsdata.pdf to determine how the superseded data were derived.
 AJ4729
 AJ4729_MARKER: DB = BENCH MARK DISK
 AJ4729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ4729_STAMPING: 0098 F 1977
 AJ4729_MARK LOGO: NOS
 AJ4729_PROJECTION: FLUSH
 AJ4729_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ4729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4729+STABILITY: SURFACE MOTION
 AJ4729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ4729+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 AJ4729
 AJ4729  HISTORY     - Date     Condition        Report By
 AJ4729  HISTORY     - 1977     MONUMENTED       NOS
 AJ4729  HISTORY     - 1987     GOOD             FLDNR
 AJ4729  HISTORY     - 20040306 GOOD             FLDEP
 AJ4729
 AJ4729                          STATION DESCRIPTION
 AJ4729
 AJ4729'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AJ4729'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A IN
 AJ4729'YULEE, GO 5.3 MILES EAST ON STATE ROAD A1A TO THE JUNCTION OF STATE
 AJ4729'ROAD 107, GO 2.9 MILES SOUTH ON STATE ROAD 107 TO THE JUNCTION OF
 AJ4729'STATE ROAD 107-A (SEYMOUR POINT ROAD), GO 0.7 MILE SOUTHEAST ON STATE
 AJ4729'ROAD 107-A TO THE JUNCTION OF RIVER ROAD LEADING WEST AND THE MARK.
 AJ4729'THE MARK BEARS 67.0 FEET SOUTH-SOUTHWEST OF THE INTERSECTION OF STATE
 AJ4729'ROAD 107-A AND RIVER ROAD, 50.7 FEET WEST-SOUTHWEST OF A FENCE LINE,
 AJ4729'AND 3.5 FEET NORTHWEST OF A POWER POLE WITH A WITNESS SIGN ATTACHED.
 AJ4729'THE MARK IS 3.5 FT FROM A OWER POLE WITH SIGN.
 AJ4729
 AJ4729                          STATION RECOVERY (2004)
 AJ4729
 AJ4729'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 AJ4729'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF YULEE, IN SECTION 44,
 AJ4729'TOWNSHIP 2 NORTH, RANGE 28 EAST.
 AJ4729'
 AJ4729'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 AJ4729'200) AND US HIGHWAY 17 IN YULEE, GO SOUTHEAST ON STATE ROAD A1A FOR
 AJ4729'5.3 MI (8.5 KM) TO THE JUNCTION OF SCOTT ROAD AND COUNTY ROAD 107.
 AJ4729'TURN RIGHT ON COUNTY ROAD 107 AND GO SOUTH FOR 2.9 MI (4.7 KM) TO THE
 AJ4729'JUNCTION OF ARBOR LANE.  TURN LEFT ON ARBOR LANE AND GO SOUTHEAST FOR
 AJ4729'0.6 MI (1.0 KM) TO THE JUNCTION OF WILDER BOULEVARD (FORMERLY KNOWN AS
 AJ4729'RIVER ROAD) TO THE MARK ON THE RIGHT, BETWEEN THE DRIVEWAYS TO THE
 AJ4729'RESIDENCES AT 4132 WILDER ROAD TO THE WEST AND 4160 WILDER BOULEVARD
 AJ4729'TO THE EAST, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 AJ4729'THE GROUND.
 AJ4729'
 AJ4729'LOCATED 75.0 FT (22.9 M) SOUTH-SOUTHWEST OF THE CENTER OF THE HIGHWAY
 AJ4729'CURVE OF ARBOR LANE GOING INTO WILDER BOULEVARD, 38.4 FT (11.7 M)
 AJ4729'SOUTHWEST OF THE CENTER OF THE DRIVE TO 4160 WILDER BOULEVARD AS
 AJ4729'MEASURED OVER THE CENTER OF A STEEL DRAINAGE CULVERT UNDER THE DRIVE,
 AJ4729'30.0 FT (9.1 M) NORTHEAST OF A TWIN TRUNKED OAK TREE WITH 16-INCH (41
 AJ4729'CM) TRUNKS, 11.0 FT (3.4 M) SOUTH OF THE CENTER OF A DRAINAGE DITCH
 AJ4729'AND 4.5 FT (1.4 M) NORTHWEST OF A WOODEN POWER POLE.
 AJ4729'
 AJ4729'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ4730 ***********************************************************************
 AJ4730  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ4730  DESIGNATION -  872 0098 G TIDAL
 AJ4730  PID         -  AJ4730
 AJ4730  STATE/COUNTY-  FL/NASSAU
 AJ4730  COUNTRY     -  US
 AJ4730  USGS QUAD   -  HEDGES (2018)
 AJ4730
 AJ4730                         *CURRENT SURVEY CONTROL
 AJ4730  ______________________________________________________________________
 AJ4730* NAD 83(1986) POSITION- 30 34 12.     (N) 081 30 26.     (W)   SCALED
 AJ4730* NAVD 88 ORTHO HEIGHT -     2.757 (meters)        9.05  (feet) ADJUSTED
 AJ4730  ______________________________________________________________________
 AJ4730  GEOID HEIGHT    -        -28.453 (meters)                     GEOID18
 AJ4730  DYNAMIC HEIGHT  -          2.753 (meters)        9.03  (feet) COMP
 AJ4730  MODELED GRAVITY -    979,382.1   (mgal)                       NAVD 88
 AJ4730
 AJ4730  VERT ORDER      -  SECOND    CLASS I
 AJ4730
 AJ4730.The horizontal coordinates were scaled from a map and have
 AJ4730.an estimated accuracy of +/- 6 seconds.
 AJ4730
 AJ4730.The orthometric height was determined by differential leveling and
 AJ4730.adjusted by the NATIONAL GEODETIC SURVEY
 AJ4730.in April 2002.
 AJ4730
 AJ4730.No vertical observational check was made to the station.
 AJ4730
 AJ4730.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4730.GEOID18 height accuracy estimate available here.
 AJ4730
 AJ4730.This Tidal Bench Mark is designated as VM 19204
 AJ4730.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AJ4730
 AJ4730.Click photographs - Photos may exist for this station.
 AJ4730
 AJ4730.The dynamic height is computed by dividing the NAVD 88
 AJ4730.geopotential number by the normal gravity value computed on the
 AJ4730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4730.degrees latitude (g = 980.6199 gals.).
 AJ4730
 AJ4730.The modeled gravity was interpolated from observed gravity values.
 AJ4730
 AJ4730;                    North         East    Units  Estimated Accuracy
 AJ4730;SPC FL E     -   691,160.      151,350.      MT  (+/- 180 meters Scaled)
 AJ4730
 AJ4730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP513820(NAD 83)
 AJ4730
 AJ4730                          SUPERSEDED SURVEY CONTROL
 AJ4730
 AJ4730.No superseded survey control is available for this station.
 AJ4730
 AJ4730_MARKER: DB = BENCH MARK DISK
 AJ4730_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4730_STAMPING: 0098 G 1987
 AJ4730_MARK LOGO: NOS
 AJ4730_PROJECTION: PROJECTING 20 CENTIMETERS
 AJ4730_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ4730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ4730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ4730+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 AJ4730_ROD/PIPE-DEPTH: 3.4 meters
 AJ4730
 AJ4730  HISTORY     - Date     Condition        Report By
 AJ4730  HISTORY     - 1987     MONUMENTED       FLDNR
 AJ4730  HISTORY     - 20040306 SEE DESCRIPTION  FLDEP
 AJ4730
 AJ4730                          STATION DESCRIPTION
 AJ4730
 AJ4730'DESCRIBED BY FL DEPT OF NAT RES 1987 (RLM)
 AJ4730'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD A1A IN
 AJ4730'YULEE, GO 5.3 MILES EAST ON STATE ROAD A1A TO ITS JUNCTION WITH STATE
 AJ4730'ROAD 107, GO 2.9 MILES SOUTH ON STATE ROAD A1A TO ITS JUNCTION WITH
 AJ4730'STATE ROAD 107-A (SEYMOUR POINT ROAD), GO 0.9 MILE SOUTHEAST ON STATE
 AJ4730'ROAD 107-A TO THE JUNCTION OF NASSAU RIVER ROAD AND THE MARK.  THE
 AJ4730'MARK BEARS 30.0 FEET SOUTH OF THE CENTERLINE OF STATE ROAD 107-A, 3.0
 AJ4730'FEET WEST OF A POWER POLE, AND 10.1 FEET EAST OF A WHITE CORNER POST.
 AJ4730'THE MARK IS 2.0 E FROM A WHITNESS POST.
 AJ4730
 AJ4730                          STATION RECOVERY (2004)
 AJ4730
 AJ4730'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 AJ4730'THE MARK IS ABOUT 6.9 MI (11.1 KM) SOUTHEAST OF YULEE, IN SECTION 44,
 AJ4730'TOWNSHIP 2 NORTH, RANGE 28 EAST.
 AJ4730'
 AJ4730'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 AJ4730'200) AND US HIGHWAY 17 IN YULEE, GO SOUTHEAST ON STATE ROAD A1A FOR
 AJ4730'5.3 MI (8.5 KM) TO THE JUNCTION OF SCOTT ROAD AND COUNTY ROAD 107.
 AJ4730'TURN RIGHT ON COUNTY ROAD 107 AND GO SOUTH FOR 2.9 MI (4.7 KM) TO THE
 AJ4730'JUNCTION OF ARBOR LANE.  TURN LEFT ON ARBOR LANE AND GO SOUTHEAST FOR
 AJ4730'0.6 MI (1.0 KM) TO THE JUNCTION OF WILDER BOULEVARD (FORMERLY KNOWN AS
 AJ4730'RIVER ROAD).  CONTINUE EAST ON WILDER BOULEVARD FOR 0.2 MI (0.3 KM) TO
 AJ4730'THE MARK ON THE RIGHT, A NOS DISK CRIMPED TO A ROD DRIVEN INTO THE
 AJ4730'GROUND ENCASED IN A PVC PIPE INSIDE OF A CONCRETE KICKBLOCK AND ABOUT
 AJ4730'LEVEL WITH WILDER BOULEVARD.
 AJ4730'
 AJ4730'LOCATED 43.0 FT (13.1 M) SOUTHWEST OF THE JUNCTION OF WILDER BOULEVARD
 AJ4730'AND NASSAU RIVER ROAD, 30.0 FT (9.1 M) SOUTH OF THE CENTERLINE OF
 AJ4730'WILDER BOULEVARD, 10.0 FT (3.0 M) EAST OF A 6-INCH (15 CM) SQUARE
 AJ4730'WOODEN CORNER FENCE POST, 3.5 FT (1.1 M) WEST OF A WOODEN POWER POLE
 AJ4730'AND 1.5 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.    NOTE A MAGNET
 AJ4730'IS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0834 ***********************************************************************
 BC0834  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0834  DESIGNATION -  872 0098 TIDAL 1
 BC0834  PID         -  BC0834
 BC0834  STATE/COUNTY-  FL/NASSAU
 BC0834  COUNTRY     -  US
 BC0834  USGS QUAD   -  HEDGES (2018)
 BC0834
 BC0834                         *CURRENT SURVEY CONTROL
 BC0834  ______________________________________________________________________
 BC0834* NAD 83(1986) POSITION- 30 34 09.     (N) 081 30 50.     (W)   SCALED
 BC0834* NAVD 88 ORTHO HEIGHT -     5.435 (meters)       17.83  (feet) ADJUSTED
 BC0834  ______________________________________________________________________
 BC0834  GEOID HEIGHT    -        -28.447 (meters)                     GEOID18
 BC0834  DYNAMIC HEIGHT  -          5.429 (meters)       17.81  (feet) COMP
 BC0834  MODELED GRAVITY -    979,382.1   (mgal)                       NAVD 88
 BC0834
 BC0834  VERT ORDER      -  SECOND    CLASS II
 BC0834
 BC0834.The horizontal coordinates were scaled from a map and have
 BC0834.an estimated accuracy of +/- 6 seconds.
 BC0834
 BC0834.The orthometric height was determined by differential leveling and
 BC0834.adjusted by the NATIONAL GEODETIC SURVEY
 BC0834.in October 2016.
 BC0834
 BC0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0834.GEOID18 height accuracy estimate available here.
 BC0834
 BC0834.This Tidal Bench Mark is designated as VM 5023
 BC0834.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0834
 BC0834.Click photographs - Photos may exist for this station.
 BC0834
 BC0834.The dynamic height is computed by dividing the NAVD 88
 BC0834.geopotential number by the normal gravity value computed on the
 BC0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0834.degrees latitude (g = 980.6199 gals.).
 BC0834
 BC0834.The modeled gravity was interpolated from observed gravity values.
 BC0834
 BC0834;                    North         East    Units  Estimated Accuracy
 BC0834;SPC FL E     -   691,070.      150,710.      MT  (+/- 180 meters Scaled)
 BC0834
 BC0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP507819(NAD 83)
 BC0834
 BC0834                          SUPERSEDED SURVEY CONTROL
 BC0834
 BC0834  NAVD 88 (04/25/02)    5.440  (m)           17.85   (f) SUPERSEDED  2 1
 BC0834  NAVD 88 (06/15/91)    5.443  (m)           17.86   (f) SUPERSEDED  1 1
 BC0834
 BC0834.Superseded values are not recommended for survey control.
 BC0834
 BC0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0834.See file dsdata.pdf to determine how the superseded data were derived.
 BC0834
 BC0834_MARKER: DJ = TIDAL STATION DISK
 BC0834_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BC0834_SP_SET: BRICK BUILDING
 BC0834_STAMPING: 1 1973
 BC0834_MARK LOGO: NOS
 BC0834_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0834+STABILITY: SURFACE MOTION
 BC0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0834+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 BC0834
 BC0834  HISTORY     - Date     Condition        Report By
 BC0834  HISTORY     - 1973     MONUMENTED       FLDNR
 BC0834  HISTORY     - 1975     GOOD             FLDNR
 BC0834  HISTORY     - 1987     GOOD             FLDNR
 BC0834  HISTORY     - 20040306 GOOD             FLDEP
 BC0834
 BC0834                          STATION DESCRIPTION
 BC0834
 BC0834'DESCRIBED BY FL DEPT OF NAT RES 1975
 BC0834'AT NASSAUVILLE.
 BC0834'THE BENCH MARK IS A STANDARD NOS BRONZE DISK, STAMPED 1, 1973,
 BC0834'LOCATED AT THE HOME OF CONNOR HENRY, ON RIVER ROAD (BOX 133B),
 BC0834'SET VERTICALLY FLUSH IN THE EAST BRICK FACE OF THE CARPORT, 6
 BC0834'INCHES ABOVE GROUND, 3 INCHES ABOVE CONCRETE FOUNDATION OF
 BC0834'CARPORT, 6 INCHES NORTH OF JUNCTION OF HOUSE AND CARPORT, ABOUT
 BC0834'105 FEET SOUTH SOUTHWEST OF BENCH MARK 2.
 BC0834
 BC0834                          STATION RECOVERY (1987)
 BC0834
 BC0834'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RLM)
 BC0834'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE TO REACH
 BC0834'STATEMENT IS INADEQUATE.  BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17
 BC0834'AND STATE ROAD A1A IN YULEE, GO 5.3 MILES EAST ON STATE ROAD A1A TO
 BC0834'ITS JUNCTION WITH STATE ROAD 107, GO 2.3 MILES SOUTH ON STATE ROAD 107
 BC0834'TO ITS JUNCTION WITH STATE ROAD 107-A (SEYMOUR POINT ROAD), GO 0.7
 BC0834'MILE SOUTHEAST ON STATE ROAD 107-A TO THE JUNCTION OF RIVER ROAD
 BC0834'LEADING WEST, GO 0.2 MILE WEST ON RIVER ROAD TO THE RESIDENCE OF
 BC0834'CONNOR HENRY AT 133 RIVER ROAD AND THE MARK.
 BC0834
 BC0834                          STATION RECOVERY (2004)
 BC0834
 BC0834'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0834'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF YULEE, IN SECTION 44,
 BC0834'TOWNSHIP 2 NORTH, RANGE 28 EAST.
 BC0834'
 BC0834'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 BC0834'200) AND US HIGHWAY 17 IN YULEE, GO SOUTHEAST ON STATE ROAD A1A FOR
 BC0834'5.3 MI (8.5 KM) TO THE JUNCTION OF SCOTT ROAD AND COUNTY ROAD 107.
 BC0834'TURN RIGHT ON COUNTY ROAD 107 AND GO SOUTH FOR 2.9 MI (4.7 KM) TO THE
 BC0834'JUNCTION OF ARBOR LANE.  TURN LEFT ON ARBOR LANE AND GO SOUTHEAST FOR
 BC0834'0.6 MI (1.0 KM) TO THE JUNCTION OF WILDER BOULEVARD (FORMERLY KNOWN AS
 BC0834'RIVER ROAD).  TURN RIGHT ON WILDER BOULEVARD AND GO WEST FOR 0.2 MI
 BC0834'(0.3 KM) TO THE PROPERTY AT 4036 WILDER BOULEVARD AND THE MARK ON THE
 BC0834'LEFT, SET VERTICALLY IN THE EAST BRICK FACE OF A CARPORT, 0.5 FT (15
 BC0834'CM) ABOVE THE LEVEL OF THE GROUND AND 0.3 FT (9 CM) ABOVE THE LEVEL OF
 BC0834'CARPORT FOUNDATION.
 BC0834'
 BC0834'LOCATED 110.0 FT (33.5 M) SOUTH-SOUTHWEST OF AN NOS DISK 2 1973, 16.5
 BC0834'FT (5.0 M) NORTH OF THE SOUTHEAST CORNER OF THE HOUSE AND 0.5 FT (15
 BC0834'CM) NORTH OF THE JOINT BETWEEN THE HOUSE AND THE CARPORT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0833 ***********************************************************************
 BC0833  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0833  DESIGNATION -  872 0098 TIDAL 2
 BC0833  PID         -  BC0833
 BC0833  STATE/COUNTY-  FL/NASSAU
 BC0833  COUNTRY     -  US
 BC0833  USGS QUAD   -  HEDGES (2018)
 BC0833
 BC0833                         *CURRENT SURVEY CONTROL
 BC0833  ______________________________________________________________________
 BC0833* NAD 83(1986) POSITION- 30 34 11.     (N) 081 30 50.     (W)   SCALED
 BC0833* NAVD 88 ORTHO HEIGHT -     4.997 (meters)       16.39  (feet) ADJUSTED
 BC0833  ______________________________________________________________________
 BC0833  GEOID HEIGHT    -        -28.447 (meters)                     GEOID18
 BC0833  DYNAMIC HEIGHT  -          4.991 (meters)       16.37  (feet) COMP
 BC0833  MODELED GRAVITY -    979,382.1   (mgal)                       NAVD 88
 BC0833
 BC0833  VERT ORDER      -  FIRST     CLASS I
 BC0833
 BC0833.The horizontal coordinates were scaled from a map and have
 BC0833.an estimated accuracy of +/- 6 seconds.
 BC0833
 BC0833.The orthometric height was determined by differential leveling and
 BC0833.adjusted by the NATIONAL GEODETIC SURVEY
 BC0833.in June 1991.
 BC0833
 BC0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0833.GEOID18 height accuracy estimate available here.
 BC0833
 BC0833.This Tidal Bench Mark is designated as VM 5024
 BC0833.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0833
 BC0833.Click photographs - Photos may exist for this station.
 BC0833
 BC0833.The dynamic height is computed by dividing the NAVD 88
 BC0833.geopotential number by the normal gravity value computed on the
 BC0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0833.degrees latitude (g = 980.6199 gals.).
 BC0833
 BC0833.The modeled gravity was interpolated from observed gravity values.
 BC0833
 BC0833;                    North         East    Units  Estimated Accuracy
 BC0833;SPC FL E     -   691,130.      150,710.      MT  (+/- 180 meters Scaled)
 BC0833
 BC0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP507820(NAD 83)
 BC0833
 BC0833                          SUPERSEDED SURVEY CONTROL
 BC0833
 BC0833  NGVD 29 (??/??/92)    5.344  (m)           17.53   (f) ADJ UNCH    1 1
 BC0833
 BC0833.Superseded values are not recommended for survey control.
 BC0833
 BC0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0833.See file dsdata.pdf to determine how the superseded data were derived.
 BC0833
 BC0833_MARKER: DJ = TIDAL STATION DISK
 BC0833_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BC0833_STAMPING: 2 1973
 BC0833_MARK LOGO: NOS
 BC0833_PROJECTION: FLUSH
 BC0833_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0833+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 BC0833
 BC0833  HISTORY     - Date     Condition        Report By
 BC0833  HISTORY     - 1973     MONUMENTED       FLDNR
 BC0833  HISTORY     - 1975     GOOD             FLDNR
 BC0833  HISTORY     - 1987     GOOD             FLDNR
 BC0833  HISTORY     - 20040306 GOOD             FLDEP
 BC0833
 BC0833                          STATION DESCRIPTION
 BC0833
 BC0833'DESCRIBED BY FL DEPT OF NAT RES 1975
 BC0833'AT NASSAUVILLE.
 BC0833'THE BENCH MARK IS A STANDARD NOS BRONZE DISK, STAMPED 2 1973,
 BC0833'LOCATED AT THE HOME OF CONNOR HENRY, ON RIVER ROAD (BOX 133B)
 BC0833'SET FLUSH IN THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT IN
 BC0833'THE NORTHEAST CORNER OF THE PROPERTY ABOUT FLUSH WITH THE GROUND,
 BC0833'ON THE SOUTH RIGHT-OF-WAY OF RIVER ROAD, ABOUT 33 FEET FROM THE
 BC0833'CENTERLINE, ABOUT 105 FEET NORTH NORTHEAST OF BENCH MARK 1,
 BC0833'2 FEET WEST OF A POWER LINE POLE, ABOUT 15 FEET NORTH OF A 6
 BC0833'INCH ROUND CONCRETE PROPERTY CORNER MARKER PROJECTING 8 INCHES,
 BC0833'WITH A 1 FOOT LONG, 1/2 INCH GALVANIZED PIPE IN THE CENTER.
 BC0833
 BC0833                          STATION RECOVERY (1987)
 BC0833
 BC0833'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RLM)
 BC0833'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE TO REACH
 BC0833'STATEMENT IS INADEQUATE.  BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17
 BC0833'AND STATE ROAD A1A IN YULEE, GO 5.3 MILES EAST ON STATE ROAD A1A TO
 BC0833'ITS JUNCTION WITH STATE ROAD 107, GO 2.3 MILES SOUTH ON STATE ROAD 107
 BC0833'TO ITS JUNCTION WITH STATE ROAD 107-A (SEYMOUR POINT ROAD), GO 0.7
 BC0833'MILE SOUTHEAST ON STATE ROAD 107-A TO THE JUNCTION OF RIVER ROAD
 BC0833'LEADING WEST, GO 0.2 MILE WEST ON RIVER ROAD TO THE RESIDENCE OF
 BC0833'CONNOR HENRY AT 133 RIVER ROAD AND THE MARK.
 BC0833
 BC0833                          STATION RECOVERY (2004)
 BC0833
 BC0833'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0833'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF YULEE, IN SECTION 44,
 BC0833'TOWNSHIP 2 NORTH, RANGE 28 EAST.
 BC0833'
 BC0833'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 BC0833'200) AND US HIGHWAY 17 IN YULEE, GO SOUTHEAST ON STATE ROAD A1A FOR
 BC0833'5.3 MI (8.5 KM) TO THE JUNCTION OF SCOTT ROAD AND COUNTY ROAD 107.
 BC0833'TURN RIGHT ON COUNTY ROAD 107 AND GO SOUTH FOR 2.9 MI (4.7 KM) TO THE
 BC0833'JUNCTION OF ARBOR LANE.  TURN LEFT ON ARBOR LANE AND GO SOUTHEAST FOR
 BC0833'0.6 MI (1.0 KM) TO THE JUNCTION OF WILDER BOULEVARD (FORMERLY KNOWN AS
 BC0833'RIVER ROAD).  TURN RIGHT ON WILDER BOULEVARD AND GO WEST FOR 0.2 MI
 BC0833'(0.3 KM) TO THE NORTHEAST CORNER OF THE PROPERTY AT 4036 WILDER
 BC0833'BOULEVARD AND THE MARK ON THE LEFT, SET IN THE TOP OF A 6-INCH (15 CM)
 BC0833'ROUND CONCRETE POST FLUSH WITH THE GROUND ABOUT LEVEL WITH WILDER
 BC0833'BOULEVARD.
 BC0833'
 BC0833'LOCATED 110.0 FT (33.5 M) NORTH-NORTHEAST OF AN NOS DISK 1 1973, 33.0
 BC0833'FT (10.1 M) SOUTH OF THE CENTERLINE OF WILDER BOULEVARD, 15.0 FT (4.6
 BC0833'M) NORTH OF A 6-INCH (15 CM) ROUND CONCRETE PROPERTY CORNER MARKER
 BC0833'PROJECTING 0.8 FT (24 CM) ABOVE LEVEL OF THE GROUND WITH A 1.0 FT (0.3
 BC0833'M) LONG HALF INCH IRON PIPE SET IN THE CENTER AND 3.0 FT (0.9 M) WEST
 BC0833'OF A WOODEN POWER POLE.
 BC0833'
 BC0833'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0836 ***********************************************************************
 BC0836  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0836  DESIGNATION -  872 0098 TIDAL 3
 BC0836  PID         -  BC0836
 BC0836  STATE/COUNTY-  FL/NASSAU
 BC0836  COUNTRY     -  US
 BC0836  USGS QUAD   -  HEDGES (2018)
 BC0836
 BC0836                         *CURRENT SURVEY CONTROL
 BC0836  ______________________________________________________________________
 BC0836* NAD 83(1986) POSITION- 30 34 11.     (N) 081 30 43.     (W)   SCALED
 BC0836* NAVD 88 ORTHO HEIGHT -     3.351 (meters)       10.99  (feet) ADJUSTED
 BC0836  ______________________________________________________________________
 BC0836  GEOID HEIGHT    -        -28.449 (meters)                     GEOID18
 BC0836  DYNAMIC HEIGHT  -          3.347 (meters)       10.98  (feet) COMP
 BC0836  MODELED GRAVITY -    979,382.1   (mgal)                       NAVD 88
 BC0836
 BC0836  VERT ORDER      -  SECOND    CLASS II
 BC0836
 BC0836.The horizontal coordinates were scaled from a map and have
 BC0836.an estimated accuracy of +/- 6 seconds.
 BC0836
 BC0836.The orthometric height was determined by differential leveling and
 BC0836.adjusted by the NATIONAL GEODETIC SURVEY
 BC0836.in October 2016.
 BC0836
 BC0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0836.GEOID18 height accuracy estimate available here.
 BC0836
 BC0836.This Tidal Bench Mark is designated as VM 5025
 BC0836.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0836
 BC0836.Click photographs - Photos may exist for this station.
 BC0836
 BC0836.The dynamic height is computed by dividing the NAVD 88
 BC0836.geopotential number by the normal gravity value computed on the
 BC0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0836.degrees latitude (g = 980.6199 gals.).
 BC0836
 BC0836.The modeled gravity was interpolated from observed gravity values.
 BC0836
 BC0836;                    North         East    Units  Estimated Accuracy
 BC0836;SPC FL E     -   691,130.      150,890.      MT  (+/- 180 meters Scaled)
 BC0836
 BC0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP509820(NAD 83)
 BC0836
 BC0836                          SUPERSEDED SURVEY CONTROL
 BC0836
 BC0836  NAVD 88 (06/15/91)    3.333  (m)           10.94   (f) SUPERSEDED  1 1
 BC0836
 BC0836.Superseded values are not recommended for survey control.
 BC0836
 BC0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0836.See file dsdata.pdf to determine how the superseded data were derived.
 BC0836
 BC0836_MARKER: DJ = TIDAL STATION DISK
 BC0836_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BC0836_STAMPING: 3 1973
 BC0836_MARK LOGO: NOS
 BC0836_PROJECTION: PROJECTING 5 CENTIMETERS
 BC0836_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0836+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 BC0836
 BC0836  HISTORY     - Date     Condition        Report By
 BC0836  HISTORY     - 1973     MONUMENTED       FLDNR
 BC0836  HISTORY     - 1975     GOOD             FLDNR
 BC0836  HISTORY     - 1987     GOOD             FLDNR
 BC0836  HISTORY     - 20040306 GOOD             FLDEP
 BC0836
 BC0836                          STATION DESCRIPTION
 BC0836
 BC0836'DESCRIBED BY FL DEPT OF NAT RES 1975
 BC0836'AT NASSAUVILLE.
 BC0836'THE BENCH MARK IS A STANDARD NOS BRONZE DISK, STAMPED 3 1973,
 BC0836'LOCATED ON RIVER ROAD, SET FLUSH IN TOP OF A 6 INCH ROUND
 BC0836'CONCRETE MONUMENT PROJECTING 2 INCHES ABOVE GROUND, ON THE
 BC0836'SOUTH RIGHT-OF-WAY ABOUT 33 FEET SOUTH OF THE CENTERLINE OF RIVER
 BC0836'ROAD, 2 FEET WEST OF A POWER LINE POLE (3RD POWER LINE POLE EAST
 BC0836'OF BENCH MARK 2) ABOUT 155 FEET WEST OF THE CENTERLINE OF A
 BC0836'DRIVEWAY AT 135 RIVER ROAD.
 BC0836
 BC0836                          STATION RECOVERY (1987)
 BC0836
 BC0836'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RLM)
 BC0836'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE TO REACH
 BC0836'STATEMENT IS INADEQUATE.  BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17
 BC0836'AND STATE ROAD A1A IN YULEE, GO 5.3 MILES EAST ON STATE ROAD A1A TO
 BC0836'ITS JUNCTION WITH STATE ROAD 107, GO 2.3 MILES SOUTH ON STATE ROAD 107
 BC0836'TO ITS JUNCTION WITH STATE ROAD 107-A (SEYMOUR POINT ROAD), GO 0.7
 BC0836'MILE SOUTHEAST ON STATE ROAD 107-A TO THE JUNCTION OF RIVER ROAD
 BC0836'LEADING WEST, GO O.1 MILE WEST ON RIVER ROAD TO THE MARK.
 BC0836
 BC0836                          STATION RECOVERY (2004)
 BC0836
 BC0836'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0836'THE MARK IS ABOUT 6.7 MI (10.8 KM) SOUTHEAST OF YULEE, IN SECTION 44,
 BC0836'TOWNSHIP 2 NORTH, RANGE 28 EAST.
 BC0836'
 BC0836'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 BC0836'200) AND US HIGHWAY 17 IN YULEE, GO SOUTHEAST ON STATE ROAD A1A FOR
 BC0836'5.3 MI (8.5 KM) TO THE JUNCTION OF SCOTT ROAD AND COUNTY ROAD 107.
 BC0836'TURN RIGHT ON COUNTY ROAD 107 AND GO SOUTH FOR 2.9 MI (4.7 KM) TO THE
 BC0836'JUNCTION OF ARBOR LANE.  TURN LEFT ON ARBOR LANE AND GO SOUTHEAST FOR
 BC0836'0.6 MI (1.0 KM) TO THE JUNCTION OF WILDER BOULEVARD (FORMERLY KNOWN AS
 BC0836'RIVER ROAD).  TURN RIGHT ON WILDER BOULEVARD AND GO WEST FOR 0.1 MI
 BC0836'(0.2 KM) TO THE NORTHWEST CORNER OF THE PROPERTY AT 4098 WILDER
 BC0836'BOULEVARD AND THE MARK ON THE LEFT, SET IN THE TOP OF A 6-INCH (15 CM)
 BC0836'ROUND CONCRETE POST PROJECTING 0.2 FT (6 CM) ABOVE THE LEVEL OF THE
 BC0836'GROUND ABOUT LEVEL WITH WILDER BOULEVARD.
 BC0836'
 BC0836'LOCATED ABOUT 608.0 FT (185.3 M) EAST OF NOS DISK 2 1973, 34.0 FT
 BC0836'(10.4 M) SOUTH OF THE CENTERLINE OF WILDER BOULEVARD, 15.5 FT (4.7 M)
 BC0836'NORTH OF A 10-INCH (25 CM) WOODEN CORNER FENCE POST, 12.7 FT (3.9 M)
 BC0836'SOUTHWEST OF THE SOUTHEAST CORNER OF A CULVERT HEADWALL AND 3.0 FT
 BC0836'(0.9 M) NORTHWEST OF WOODEN POWER POLE NUMBER 147037646.
 BC0836'
 BC0836'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0835 ***********************************************************************
 BC0835  DESIGNATION -  872 0098 TIDAL 4
 BC0835  PID         -  BC0835
 BC0835  STATE/COUNTY-  FL/NASSAU
 BC0835  COUNTRY     -  US
 BC0835  USGS QUAD   -  HEDGES (2018)
 BC0835
 BC0835                         *CURRENT SURVEY CONTROL
 BC0835  ______________________________________________________________________
 BC0835* NAD 83(1986) POSITION- 30 34 11.     (N) 081 30 38.     (W)   SCALED
 BC0835* NAVD 88 ORTHO HEIGHT -     3.121 (meters)       10.24  (feet) ADJUSTED
 BC0835  ______________________________________________________________________
 BC0835  GEOID HEIGHT    -        -28.450 (meters)                     GEOID18
 BC0835  DYNAMIC HEIGHT  -          3.117 (meters)       10.23  (feet) COMP
 BC0835  MODELED GRAVITY -    979,382.1   (mgal)                       NAVD 88
 BC0835
 BC0835  VERT ORDER      -  FIRST     CLASS I
 BC0835
 BC0835.The horizontal coordinates were scaled from a map and have
 BC0835.an estimated accuracy of +/- 6 seconds.
 BC0835
 BC0835.The orthometric height was determined by differential leveling and
 BC0835.adjusted by the NATIONAL GEODETIC SURVEY
 BC0835.in June 1991.
 BC0835
 BC0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0835.GEOID18 height accuracy estimate available here.
 BC0835
 BC0835.Click photographs - Photos may exist for this station.
 BC0835
 BC0835.The dynamic height is computed by dividing the NAVD 88
 BC0835.geopotential number by the normal gravity value computed on the
 BC0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0835.degrees latitude (g = 980.6199 gals.).
 BC0835
 BC0835.The modeled gravity was interpolated from observed gravity values.
 BC0835
 BC0835;                    North         East    Units  Estimated Accuracy
 BC0835;SPC FL E     -   691,130.      151,030.      MT  (+/- 180 meters Scaled)
 BC0835
 BC0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP510820(NAD 83)
 BC0835
 BC0835                          SUPERSEDED SURVEY CONTROL
 BC0835
 BC0835  NGVD 29 (??/??/92)    3.468  (m)           11.38   (f) ADJ UNCH    1 1
 BC0835
 BC0835.Superseded values are not recommended for survey control.
 BC0835
 BC0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0835.See file dsdata.pdf to determine how the superseded data were derived.
 BC0835
 BC0835_MARKER: DJ = TIDAL STATION DISK
 BC0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0835_STAMPING: 4 1973
 BC0835_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0835+STABILITY: SURFACE MOTION
 BC0835
 BC0835  HISTORY     - Date     Condition        Report By
 BC0835  HISTORY     - 1973     MONUMENTED       FLDNR
 BC0835  HISTORY     - 1975     GOOD             FLDNR
 BC0835  HISTORY     - 1987     MARK NOT FOUND   FLDNR
 BC0835  HISTORY     - 20030107 POOR             FLDEP
 BC0835
 BC0835                          STATION DESCRIPTION
 BC0835
 BC0835'DESCRIBED BY FL DEPT OF NAT RES 1975
 BC0835'AT NASSAUVILLE.
 BC0835'THE BENCH MARK IS A STANDARD NOS BRONZE DISK, STAMPED 4 1973,
 BC0835'LOCATED AT THE INTERSECTION OF SEYMOUR POINT ROAD AND RIVER
 BC0835'ROAD, SET FLUSH IN THE TOP OF A 6 INCH ROUND CONCRETE MONUMENT
 BC0835'PROJECTING ABOUT 1 INCH ABOVE GROUND, ABOUT 20 FEET SOUTH OF
 BC0835'THE CENTERLINE OF RIVER ROAD, ABOUT 5 FEET SOUTH OF THE EDGE
 BC0835'OF PAVEMENT, ABOUT 50 FEET SOUTHWEST OF THE CENTERLINE ABOUT
 BC0835'AT THE CENTER OF THE CURVE OF SEYMOUR POINT ROAD, 4 FEET WEST
 BC0835'OF A STOP SIGN, ABOUT MIDWAY BETWEEN TWO DIRT DRIVEWAYS.
 BC0835
 BC0835                          STATION RECOVERY (1987)
 BC0835
 BC0835'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RLM)
 BC0835'THE MARK WAS NOT FOUND.
 BC0835
 BC0835                          STATION RECOVERY (2003)
 BC0835
 BC0835'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC0835'BENCH MARK HAS BEEN DISTURBED AND THE DISK AND TOP PART OF THE
 BC0835'MONUMENT ARE MISSING
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0837 ***********************************************************************
 BC0837  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0837  DESIGNATION -  872 0098 TIDAL 5
 BC0837  PID         -  BC0837
 BC0837  STATE/COUNTY-  FL/NASSAU
 BC0837  COUNTRY     -  US
 BC0837  USGS QUAD   -  HEDGES (2018)
 BC0837
 BC0837                         *CURRENT SURVEY CONTROL
 BC0837  ______________________________________________________________________
 BC0837* NAD 83(1986) POSITION- 30 34 11.     (N) 081 30 35.     (W)   SCALED
 BC0837* NAVD 88 ORTHO HEIGHT -     1.690 (meters)        5.54  (feet) ADJUSTED
 BC0837  ______________________________________________________________________
 BC0837  GEOID HEIGHT    -        -28.451 (meters)                     GEOID18
 BC0837  DYNAMIC HEIGHT  -          1.688 (meters)        5.54  (feet) COMP
 BC0837  MODELED GRAVITY -    979,382.1   (mgal)                       NAVD 88
 BC0837
 BC0837  VERT ORDER      -  SECOND    CLASS II
 BC0837
 BC0837.The horizontal coordinates were scaled from a map and have
 BC0837.an estimated accuracy of +/- 6 seconds.
 BC0837
 BC0837.The orthometric height was determined by differential leveling and
 BC0837.adjusted by the NATIONAL GEODETIC SURVEY
 BC0837.in October 2016.
 BC0837
 BC0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0837.GEOID18 height accuracy estimate available here.
 BC0837
 BC0837.This Tidal Bench Mark is designated as VM 5026
 BC0837.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0837
 BC0837.Click photographs - Photos may exist for this station.
 BC0837
 BC0837.The dynamic height is computed by dividing the NAVD 88
 BC0837.geopotential number by the normal gravity value computed on the
 BC0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0837.degrees latitude (g = 980.6199 gals.).
 BC0837
 BC0837.The modeled gravity was interpolated from observed gravity values.
 BC0837
 BC0837;                    North         East    Units  Estimated Accuracy
 BC0837;SPC FL E     -   691,130.      151,110.      MT  (+/- 180 meters Scaled)
 BC0837
 BC0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP511820(NAD 83)
 BC0837
 BC0837                          SUPERSEDED SURVEY CONTROL
 BC0837
 BC0837  NAVD 88 (04/25/02)    1.706  (m)            5.60   (f) SUPERSEDED  2 1
 BC0837  NAVD 88 (06/15/91)    1.693  (m)            5.55   (f) SUPERSEDED  1 1
 BC0837  NGVD 29 (??/??/92)    2.039  (m)            6.69   (f) ADJ UNCH    1 1
 BC0837
 BC0837.Superseded values are not recommended for survey control.
 BC0837
 BC0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0837.See file dsdata.pdf to determine how the superseded data were derived.
 BC0837
 BC0837_MARKER: DJ = TIDAL STATION DISK
 BC0837_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BC0837_SP_SET: CULVERT WING WALL
 BC0837_STAMPING: 5 1973
 BC0837_MARK LOGO: NOS
 BC0837_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0837+STABILITY: SURFACE MOTION
 BC0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0837+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2004
 BC0837
 BC0837  HISTORY     - Date     Condition        Report By
 BC0837  HISTORY     - 1973     MONUMENTED       FLDNR
 BC0837  HISTORY     - 1975     GOOD             FLDNR
 BC0837  HISTORY     - 1987     GOOD             FLDNR
 BC0837  HISTORY     - 20030107 POOR             FLDEP
 BC0837  HISTORY     - 20040306 SEE DESCRIPTION  FLDEP
 BC0837
 BC0837                          STATION DESCRIPTION
 BC0837
 BC0837'DESCRIBED BY FL DEPT OF NAT RES 1975
 BC0837'AT NASSAUVILLE.
 BC0837'THE BENCH MARK IS A STANDARD NOS BRONZE DISK, STAMPED 5 1973,
 BC0837'LOCATED ON SEYMOUR POINT ROAD, SET FLUSH IN THE TOP CENTER OF
 BC0837'A 1 FOOT THICK CONCRETE CULVERT, AT ITS WEST CORNER, ON THE
 BC0837'SOUTH SIDE OF ROAD, ABOUT 22 FEET SOUTH OF THE CENTERLINE,
 BC0837'ABOUT 2 FEET BELOW ROAD SURFACE, ABOUT 12 FEET WEST OF CENTER
 BC0837'OF CULVERT, ABOUT 75 FEET WEST OF A POWER LINE POLE, ABOUT
 BC0837'375 FEET EAST OF BENCH MARK 4 AND SEYMOUR POINT ROAD.
 BC0837
 BC0837                          STATION RECOVERY (1987)
 BC0837
 BC0837'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RLM)
 BC0837'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE TO REACH
 BC0837'STATEMENT IS INADEQUATE.  BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17
 BC0837'AND STATE ROAD A1A IN YULEE, GO 5.3 MILES EAST ON STATE ROAD A1A TO
 BC0837'THE JUNTION OF STATE ROAD 107, GO 2.9 MILES SOUTH ON STATE ROAD 107 TO
 BC0837'THE JUNCTION OF STATE ROAD 107-A (SEYMOUR POINT ROAD), GO 0.75 MILE
 BC0837'SOUTHEAST ON STATE ROAD 107-A TO THE MARK.
 BC0837
 BC0837                          STATION RECOVERY (2003)
 BC0837
 BC0837'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC0837'SET IN A CONCRETE HEADWALL WHICH IS DETERIORATING AND THE ELEVATION
 BC0837'MAY HAVE CHANGED.  MARK APPEARS TO BE TILTED DOWN AND SLIGHTLY TO THE
 BC0837'WEST.
 BC0837
 BC0837                          STATION RECOVERY (2004)
 BC0837
 BC0837'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0837'THE MARK IS ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF YULEE, IN SECTION 44,
 BC0837'TOWNSHIP 2 NORTH, RANGE 28 EAST.
 BC0837'
 BC0837'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (STATE ROAD
 BC0837'200) AND US  HIGHWAY 17 IN YULEE, GO SOUTHEAST ON STATE ROAD A1A FOR
 BC0837'5.3 MI (8.5 KM) TO THE JUNCTION OF SCOTT ROAD AND COUNTY ROAD 107.
 BC0837'TURN RIGHT ON COUNTY ROAD 107 AND GO SOUTH FOR 2.9 MI (4.7 KM) TO THE
 BC0837'JUNCTION OF ARBOR LANE.  TURN LEFT ON ARBOR LANE AND GO SOUTHEAST FOR
 BC0837'0.6 MI (1.0 KM) TO THE JUNCTION OF WILDER BOULEVARD (FORMERLY KNOWN AS
 BC0837'RIVER ROAD).  CONTINUE EAST ON WILDER BOULEVARD FOR 338.0 FT (103.0 M)
 BC0837'TO THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A 1.0 FT (0.3 M)
 BC0837'WIDE CONCRETE WING WALL NEAR THE WEST END.
 BC0837'
 BC0837'LOCATED 78.0 FT (23.8 M) WEST OF A WOODEN POWER POLE AT THE NORTHWEST
 BC0837'CORNER OF THE PROPERTY AT 4212 WILDER BOULEVARD, 20.5 FT (6.2 M) SOUTH
 BC0837'OF THE CENTERLINE OF WILDER BOULEVARD AND 12.0 FT (3.7 M) WEST OF THE
 BC0837'CENTER OF TWIN CULVERTS UNDER WILDER BOULEVARD.    NOTE THE CONDITION
 BC0837'OF THE WING WALL IS DETERIORATING AND THE MARK APPEARS TO BE TILTED
 BC0837'DOWN SLIGHTLY TO THE WEST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH9629 ***********************************************************************
 DH9629  TIDAL BM    -  This is a Tidal Bench Mark.
 DH9629  DESIGNATION -  872 0119 A TIDAL
 DH9629  PID         -  DH9629
 DH9629  STATE/COUNTY-  FL/DUVAL
 DH9629  COUNTRY     -  US
 DH9629  USGS QUAD   -  HEDGES (2018)
 DH9629
 DH9629                         *CURRENT SURVEY CONTROL
 DH9629  ______________________________________________________________________
 DH9629* NAD 83(1986) POSITION- 30 32 11.     (N) 081 34 39.     (W)   SCALED
 DH9629* NAVD 88 ORTHO HEIGHT -     1.037 (meters)        3.40  (feet) ADJUSTED
 DH9629  ______________________________________________________________________
 DH9629  GEOID HEIGHT    -        -28.388 (meters)                     GEOID18
 DH9629  DYNAMIC HEIGHT  -          1.035 (meters)        3.40  (feet) COMP
 DH9629  MODELED GRAVITY -    979,379.0   (mgal)                       NAVD 88
 DH9629
 DH9629  VERT ORDER      -  SECOND    CLASS I
 DH9629
 DH9629.The horizontal coordinates were scaled from a map and have
 DH9629.an estimated accuracy of +/- 6 seconds.
 DH9629
 DH9629.The orthometric height was determined by differential leveling and
 DH9629.adjusted by the NATIONAL GEODETIC SURVEY
 DH9629.in June 2006.
 DH9629
 DH9629.No vertical observational check was made to the station.
 DH9629
 DH9629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9629.GEOID18 height accuracy estimate available here.
 DH9629
 DH9629.This Tidal Bench Mark is designated as VM 5031
 DH9629.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DH9629
 DH9629.Click photographs - Photos may exist for this station.
 DH9629
 DH9629.The dynamic height is computed by dividing the NAVD 88
 DH9629.geopotential number by the normal gravity value computed on the
 DH9629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9629.degrees latitude (g = 980.6199 gals.).
 DH9629
 DH9629.The modeled gravity was interpolated from observed gravity values.
 DH9629
 DH9629;                    North         East    Units  Estimated Accuracy
 DH9629;SPC FL E     -   687,470.      144,580.      MT  (+/- 180 meters Scaled)
 DH9629
 DH9629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP446783(NAD 83)
 DH9629
 DH9629                          SUPERSEDED SURVEY CONTROL
 DH9629
 DH9629.No superseded survey control is available for this station.
 DH9629
 DH9629_MARKER: DD = SURVEY DISK
 DH9629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9629_STAMPING: 0119 A 1978
 DH9629_MARK LOGO: NOS
 DH9629_PROJECTION: FLUSH
 DH9629_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9629+STABILITY: SURFACE MOTION
 DH9629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9629+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2004
 DH9629
 DH9629  HISTORY     - Date     Condition        Report By
 DH9629  HISTORY     - 1978     MONUMENTED       NOS
 DH9629  HISTORY     - 20041024 GOOD             FLDEP
 DH9629
 DH9629                          STATION DESCRIPTION
 DH9629
 DH9629'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9629'THE MARK IS 4.7 MI SOUTH-SOUTHEAST OF HEDGES, IN SECTION 43, TOWNSHIP
 DH9629'1 NORTH, RANGE 27 EAST.
 DH9629'
 DH9629'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND HARTS
 DH9629'ROAD IN HEDGES, GO SOUTH  ON U.S. HIGHWAY 17 FOR 3.8 MI TO THE
 DH9629'JUNCTION OF YELLOW BLUFF ROAD ON THE LEFT, TURN LEFT ON  YELLOW BLUFF
 DH9629'ROAD AND GO SOUTHEAST FOR 1.9 MI TO A DIRT ROAD ON THE LEFT (0.1 MI
 DH9629'SOUTHEAST OF  THE BRIDGE OVER GRANDDADDY BRANCH), TURN LEFT ON THE
 DH9629'DIRT ROAD AND PASSING THROUGH THE GATE  TO A FORK IN THE ROAD, BEAR
 DH9629'RIGHT ON THE DIRT ROAD AND GO SOUTHEAST FOR 0.8 MI TO THE
 DH9629'INTERSECTION OF A NORTHEAST-SOUTHWEST DIRT ROAD, TURN LEFT ON THE DIRT
 DH9629'ROAD AND GO  NORTHEASTERLY APPROXIMATELY 0.4 MI TO THE EDGE OF THE
 DH9629'MARSH FOR THE NASSAU RIVER, THEN GO  NORTHWESTERLY ALONG THE EDGE OF
 DH9629'THE MARSH FOR ABOUT 500.0 FT TO THE MARK ON THE LEFT, SET IN  THE TOP
 DH9629'OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DH9629'
 DH9629'LOCATED 139.0 FT SOUTH-SOUTHEAST OF TRIANGULATION STATION MINK 1933,
 DH9629'92.0 FT EAST-SOUTHEAST OF  REFERENCE MARK MINK NO 1 1933, 15.7 FT
 DH9629'SOUTH-SOUTHWEST OF A 12-INCH CEDAR TREE (5.0 FT FROM THE  EDGE THE
 DH9629'MARSH), 15.0 FT NORTHWEST OF AN 18-INCH PALM TREE (6.0 FT FROM THE
 DH9629'EDGE OF THE MARSH),  12.0 FT WEST OF THE EDGE OF THE MARSH, 7.5 FT
 DH9629'SOUTH OF A 15-INCH PINE TREE, 2.0 FT NORTHEAST OF A  METAL WITNESS
 DH9629'POST AND 1.0 FT EAST OF A CARSONITE WITNESS POST.
 DH9629'
 DH9629'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DH9629'
 DH9629'NOTE ACCESS THROUGH THE GATE AT YELLOW BLUFF ROAD IS RESTRICTED,
 DH9629'CONTACT DOUG BOREE AT  (904)-751-5047 OR (904)-545-4643 FOR ACCESS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH9630 ***********************************************************************
 DH9630  TIDAL BM    -  This is a Tidal Bench Mark.
 DH9630  DESIGNATION -  872 0119 B TIDAL
 DH9630  PID         -  DH9630
 DH9630  STATE/COUNTY-  FL/DUVAL
 DH9630  COUNTRY     -  US
 DH9630  USGS QUAD   -  HEDGES (2018)
 DH9630
 DH9630                         *CURRENT SURVEY CONTROL
 DH9630  ______________________________________________________________________
 DH9630* NAD 83(1986) POSITION- 30 32 11.     (N) 081 34 43.     (W)   SCALED
 DH9630* NAVD 88 ORTHO HEIGHT -     0.871 (meters)        2.86  (feet) ADJUSTED
 DH9630  ______________________________________________________________________
 DH9630  GEOID HEIGHT    -        -28.388 (meters)                     GEOID18
 DH9630  DYNAMIC HEIGHT  -          0.870 (meters)        2.85  (feet) COMP
 DH9630  MODELED GRAVITY -    979,379.0   (mgal)                       NAVD 88
 DH9630
 DH9630  VERT ORDER      -  SECOND    CLASS I
 DH9630
 DH9630.The horizontal coordinates were scaled from a map and have
 DH9630.an estimated accuracy of +/- 6 seconds.
 DH9630
 DH9630.The orthometric height was determined by differential leveling and
 DH9630.adjusted by the NATIONAL GEODETIC SURVEY
 DH9630.in June 2006.
 DH9630
 DH9630.No vertical observational check was made to the station.
 DH9630
 DH9630.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9630.GEOID18 height accuracy estimate available here.
 DH9630
 DH9630.This Tidal Bench Mark is designated as VM 5032
 DH9630.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DH9630
 DH9630.Click photographs - Photos may exist for this station.
 DH9630
 DH9630.The dynamic height is computed by dividing the NAVD 88
 DH9630.geopotential number by the normal gravity value computed on the
 DH9630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9630.degrees latitude (g = 980.6199 gals.).
 DH9630
 DH9630.The modeled gravity was interpolated from observed gravity values.
 DH9630
 DH9630;                    North         East    Units  Estimated Accuracy
 DH9630;SPC FL E     -   687,470.      144,480.      MT  (+/- 180 meters Scaled)
 DH9630
 DH9630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP444783(NAD 83)
 DH9630
 DH9630                          SUPERSEDED SURVEY CONTROL
 DH9630
 DH9630.No superseded survey control is available for this station.
 DH9630
 DH9630_MARKER: DD = SURVEY DISK
 DH9630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9630_STAMPING: 0119 B 1978
 DH9630_MARK LOGO: NOS
 DH9630_PROJECTION: FLUSH
 DH9630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9630+STABILITY: SURFACE MOTION
 DH9630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9630+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2004
 DH9630
 DH9630  HISTORY     - Date     Condition        Report By
 DH9630  HISTORY     - 1978     MONUMENTED       NOS
 DH9630  HISTORY     - 20041024 GOOD             FLDEP
 DH9630
 DH9630                          STATION DESCRIPTION
 DH9630
 DH9630'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9630'THE MARK IS 4.7 MI SOUTH-SOUTHEAST OF HEDGES, IN SECTION 43, TOWNSHIP
 DH9630'1 NORTH, RANGE 27 EAST.
 DH9630'
 DH9630'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND HARTS
 DH9630'ROAD IN HEDGES, GO SOUTH  ON U.S. HIGHWAY 17 FOR 3.8 MI TO THE
 DH9630'JUNCTION OF YELLOW BLUFF ROAD ON THE LEFT, TURN LEFT ON  YELLOW BLUFF
 DH9630'ROAD AND GO SOUTHEAST FOR 1.9 MI TO A DIRT ROAD ON THE LEFT (0.1 MI
 DH9630'SOUTHEAST OF THE  BRIDGE OVER GRANDDADDY BRANCH), TURN LEFT ON THE
 DH9630'DIRT ROAD AND PASSING THROUGH THE GATE TO  A FORK IN THEROAD, BEAR
 DH9630'RIGHT ON THE DIRT ROAD AND GO SOUTHEAST FOR 0.8 MI TO THE INTERSECTION
 DH9630'OF A NORTHEAST-SOUTHWEST DIRT ROAD, TURN LEFT ON THE DIRT ROAD AND GO
 DH9630'NORTHEASTERLY  APPROXIMATELY 0.4 MI TO THE EDGE OF THE MARSH FOR THE
 DH9630'NASSAU RIVER, THEN GO NORTHWESTERLY  ALONG THE EDGE OF THE MARSH FOR
 DH9630'ABOUT 800.0 FT TO THE MARK ON THE LEFT, SET IN THE TOP OF A  CONCRETE
 DH9630'MONUMENT FLUSH WITH THE GROUND.
 DH9630'
 DH9630'LOCATED 161.0 FT WEST-NORTHWEST OF TRIANGULATION STATION MINK 1933,
 DH9630'83.8 FT NORTHWEST OF  REFERENCE MARK MINK NO 2 1933, 27.0 FT SOUTH OF
 DH9630'THE EDGE OF THE MARSH, 16.4 FT SOUTH-SOUTHEAST OF  A 10-INCH CEDAR
 DH9630'TREE, 15.5 FT EAST-NORTHEAST OF A 14-INCH PALM TREE, 8.2 FT NORTHEAST
 DH9630'OF A 13-INCH  PINE TREE AND 1.0 FT NORTHEAST OF A CARSONITE WITNESS
 DH9630'POST.
 DH9630'
 DH9630'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DH9630'
 DH9630'NOTE ACCESS THROUGH THE GATE AT YELLOW BLUFF ROAD IS RESTRICTED,
 DH9630'CONTACT DOUG BOREE AT  (904)-751-5047 OR (904)-545-4643 FOR ACCESS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1369 ***********************************************************************
 BC1369  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1369  DESIGNATION -  872 0135 B TIDAL
 BC1369  PID         -  BC1369
 BC1369  STATE/COUNTY-  FL/DUVAL
 BC1369  COUNTRY     -  US
 BC1369  USGS QUAD   -  AMELIA CITY (2018)
 BC1369
 BC1369                         *CURRENT SURVEY CONTROL
 BC1369  ______________________________________________________________________
 BC1369* NAD 83(1986) POSITION- 30 30 59.     (N) 081 27 20.     (W)   SCALED
 BC1369* NAVD 88 ORTHO HEIGHT -     2.473 (meters)        8.11  (feet) ADJUSTED
 BC1369  ______________________________________________________________________
 BC1369  GEOID HEIGHT    -        -28.501 (meters)                     GEOID18
 BC1369  DYNAMIC HEIGHT  -          2.470 (meters)        8.10  (feet) COMP
 BC1369  MODELED GRAVITY -    979,375.7   (mgal)                       NAVD 88
 BC1369
 BC1369  VERT ORDER      -  SECOND    CLASS I
 BC1369
 BC1369.The horizontal coordinates were scaled from a map and have
 BC1369.an estimated accuracy of +/- 6 seconds.
 BC1369
 BC1369.The orthometric height was determined by differential leveling and
 BC1369.adjusted by the NATIONAL GEODETIC SURVEY
 BC1369.in April 2002.
 BC1369
 BC1369.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1369.GEOID18 height accuracy estimate available here.
 BC1369
 BC1369.This Tidal Bench Mark is designated as VM 5034
 BC1369.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1369
 BC1369.Click photographs - Photos may exist for this station.
 BC1369
 BC1369.The dynamic height is computed by dividing the NAVD 88
 BC1369.geopotential number by the normal gravity value computed on the
 BC1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1369.degrees latitude (g = 980.6199 gals.).
 BC1369
 BC1369.The modeled gravity was interpolated from observed gravity values.
 BC1369
 BC1369;                    North         East    Units  Estimated Accuracy
 BC1369;SPC FL E     -   685,200.      156,280.      MT  (+/- 180 meters Scaled)
 BC1369
 BC1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP562760(NAD 83)
 BC1369
 BC1369                          SUPERSEDED SURVEY CONTROL
 BC1369
 BC1369  NAVD 88 (06/15/91)    2.485  (m)            8.15   (f) SUPERSEDED  2 1
 BC1369  NGVD 29 (09/01/92)    2.839  (m)            9.31   (f) ADJUSTED    2 1
 BC1369
 BC1369.Superseded values are not recommended for survey control.
 BC1369
 BC1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1369.See file dsdata.pdf to determine how the superseded data were derived.
 BC1369
 BC1369_MARKER: DD = SURVEY DISK
 BC1369_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1369_SP_SET: SLAB
 BC1369_STAMPING: 0135 B 1978
 BC1369_MARK LOGO: NOS
 BC1369_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1369_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1369
 BC1369  HISTORY     - Date     Condition        Report By
 BC1369  HISTORY     - 1978     MONUMENTED       NOS
 BC1369  HISTORY     - 1978     GOOD             FLDNR
 BC1369  HISTORY     - 1978     GOOD             FLDNR
 BC1369  HISTORY     - 1987     GOOD             FLDNR
 BC1369  HISTORY     - 20030311 MARK NOT FOUND   FLDEP
 BC1369  HISTORY     - 20040419 MARK NOT FOUND   FLDEP
 BC1369
 BC1369                          STATION DESCRIPTION
 BC1369
 BC1369'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1369'5.4 MI SOUTH FROM AMELIA CITY.
 BC1369'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 105A
 BC1369'AMELIA CITY, PROCEED SOUTH ALONG STATE ROAD A1A 6.2 MILES JUST SOUTH
 BC1369'OF THE HIGHWAY BRIDGE OVER NASSUA SOUND TO THE LOCATION OF THE MARK.
 BC1369'THE MARK BEARS 88 FEET NORTHWEST OF THE CENTERLINE OF STATE ROAD A1A
 BC1369',43 FEET NORTHWEST OF AN EIGHT INCH CEDAR TREE, 96 FEET SOUTHWEST OF
 BC1369'POWERPOLE WITH METER ATTATCHMENT, 7 FEET SOUTHWEST OF POWERPOLE BB 72.
 BC1369
 BC1369                          STATION RECOVERY (1978)
 BC1369
 BC1369'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1369'RECOVERED IN GOOD CONDITION.
 BC1369
 BC1369                          STATION RECOVERY (1987)
 BC1369
 BC1369'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1369'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THAT THE MARK IS
 BC1369'LOCATED 5.8 MILES SOUTH ON U.S. HIGHWAY A1A FROM THE JUNCTION OF STATE
 BC1369'ROAD 105-A AT AMELIA CITY NOT 6.2 MILES.
 BC1369
 BC1369                          STATION RECOVERY (2003)
 BC1369
 BC1369'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1369'SEARCH FOR AND NOT RECEIVED.
 BC1369
 BC1369                          STATION RECOVERY (2004)
 BC1369
 BC1369'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1369'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0711 ***********************************************************************
 DI0711  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0711  DESIGNATION -  872 0135 C TIDAL
 DI0711  PID         -  DI0711
 DI0711  STATE/COUNTY-  FL/NASSAU
 DI0711  COUNTRY     -  US
 DI0711  USGS QUAD   -  AMELIA CITY (2018)
 DI0711
 DI0711                         *CURRENT SURVEY CONTROL
 DI0711  ______________________________________________________________________
 DI0711* NAD 83(1986) POSITION- 30 31 22.     (N) 081 26 36.     (W)   SCALED
 DI0711* NAVD 88 ORTHO HEIGHT -     2.111 (meters)        6.93  (feet) ADJUSTED
 DI0711  ______________________________________________________________________
 DI0711  GEOID HEIGHT    -        -28.513 (meters)                     GEOID18
 DI0711  DYNAMIC HEIGHT  -          2.108 (meters)        6.92  (feet) COMP
 DI0711  MODELED GRAVITY -    979,376.2   (mgal)                       NAVD 88
 DI0711
 DI0711  VERT ORDER      -  SECOND    CLASS I
 DI0711
 DI0711.The horizontal coordinates were scaled from a map and have
 DI0711.an estimated accuracy of +/- 6 seconds.
 DI0711
 DI0711.The orthometric height was determined by differential leveling and
 DI0711.adjusted by the NATIONAL GEODETIC SURVEY
 DI0711.in September 2006.
 DI0711
 DI0711.No vertical observational check was made to the station.
 DI0711
 DI0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0711.GEOID18 height accuracy estimate available here.
 DI0711
 DI0711.This Tidal Bench Mark is designated as VM 19248
 DI0711.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0711
 DI0711.Click photographs - Photos may exist for this station.
 DI0711
 DI0711.The dynamic height is computed by dividing the NAVD 88
 DI0711.geopotential number by the normal gravity value computed on the
 DI0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0711.degrees latitude (g = 980.6199 gals.).
 DI0711
 DI0711.The modeled gravity was interpolated from observed gravity values.
 DI0711
 DI0711;                    North         East    Units  Estimated Accuracy
 DI0711;SPC FL E     -   685,900.      157,450.      MT  (+/- 180 meters Scaled)
 DI0711
 DI0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP574767(NAD 83)
 DI0711
 DI0711                          SUPERSEDED SURVEY CONTROL
 DI0711
 DI0711.No superseded survey control is available for this station.
 DI0711
 DI0711_MARKER: DD = SURVEY DISK
 DI0711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0711_STAMPING: 0135 C 2004
 DI0711_MARK LOGO: FLDEP
 DI0711_PROJECTION: FLUSH
 DI0711_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0711+STABILITY: SURFACE MOTION
 DI0711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0711+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 DI0711
 DI0711  HISTORY     - Date     Condition        Report By
 DI0711  HISTORY     - 20040419 MONUMENTED       FLDEP
 DI0711  HISTORY     - 20220221 GOOD             USPSQD
 DI0711
 DI0711                          STATION DESCRIPTION
 DI0711
 DI0711'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0711'THE MARK IS ABOUT 5.2 MI SOUTH OF AMELIA CITY, IN SECTION 38, TOWNSHIP
 DI0711'1 NORTH, RANGE 28  EAST.
 DI0711'
 DI0711'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A, COUNTY ROAD
 DI0711'105-A AND GERBING  ROAD IN AMELIA CITY, GO SOUTH ON STATE ROAD A1A FOR
 DI0711'5.0 MI TO THE JUNCTION OF AN ENTRANCE  ROAD TO AMELIA ISLAND STATE
 DI0711'PARK ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD AND GO  SOUTH FOR 0.2
 DI0711'MI FOLLOWING THE PAVED ROAD AND THROUGH THE NORTH PARKING LOT TO ITS
 DI0711'SOUTHWEST CORNER AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DI0711'CONCRETE  MONUMENT FLUSH WITH THE GROUND ABOUT LEVEL WITH THE PARKING
 DI0711'LOT.
 DI0711'
 DI0711'LOCATED 31.4 FT NORTH OF THE CENTERLINE OF THE CONNECTOR ROAD BETWEEN
 DI0711'THE NORTH AND  SOUTH PARKING LOTS, 25.0 FT SOUTHWEST OF A WOODEN
 DI0711'ELECTRIC SERVICE POLE, 4.3 FT  NORTHWEST OF THE WEST CORNER OF THE
 DI0711'MOST WESTERLY SPACE IN THE NORTH PARKING LOT IN  LINE WITH THE
 DI0711'SOUTHWEST SIDE OF THE SPACE AND 0.8 FT SOUTH OF A CARSONITE WITNESS
 DI0711'POST.
 DI0711'
 DI0711'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
 DI0711
 DI0711                          STATION RECOVERY (2022)
 DI0711
 DI0711'RECOVERY NOTE BY US POWER SQUADRON 2022 (STH)
 DI0711'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0713 ***********************************************************************
 DI0713  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0713  DESIGNATION -  872 0135 D TIDAL
 DI0713  PID         -  DI0713
 DI0713  STATE/COUNTY-  FL/NASSAU
 DI0713  COUNTRY     -  US
 DI0713  USGS QUAD   -  AMELIA CITY (2018)
 DI0713
 DI0713                         *CURRENT SURVEY CONTROL
 DI0713  ______________________________________________________________________
 DI0713* NAD 83(1986) POSITION- 30 31 20.     (N) 081 26 40.     (W)   SCALED
 DI0713* NAVD 88 ORTHO HEIGHT -     1.781 (meters)        5.84  (feet) ADJUSTED
 DI0713  ______________________________________________________________________
 DI0713  GEOID HEIGHT    -        -28.512 (meters)                     GEOID18
 DI0713  DYNAMIC HEIGHT  -          1.779 (meters)        5.84  (feet) COMP
 DI0713  MODELED GRAVITY -    979,376.2   (mgal)                       NAVD 88
 DI0713
 DI0713  VERT ORDER      -  SECOND    CLASS I
 DI0713
 DI0713.The horizontal coordinates were scaled from a map and have
 DI0713.an estimated accuracy of +/- 6 seconds.
 DI0713
 DI0713.The orthometric height was determined by differential leveling and
 DI0713.adjusted by the NATIONAL GEODETIC SURVEY
 DI0713.in September 2006.
 DI0713
 DI0713.No vertical observational check was made to the station.
 DI0713
 DI0713.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0713.GEOID18 height accuracy estimate available here.
 DI0713
 DI0713.This Tidal Bench Mark is designated as VM 19249
 DI0713.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0713
 DI0713.Click photographs - Photos may exist for this station.
 DI0713
 DI0713.The dynamic height is computed by dividing the NAVD 88
 DI0713.geopotential number by the normal gravity value computed on the
 DI0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0713.degrees latitude (g = 980.6199 gals.).
 DI0713
 DI0713.The modeled gravity was interpolated from observed gravity values.
 DI0713
 DI0713;                    North         East    Units  Estimated Accuracy
 DI0713;SPC FL E     -   685,840.      157,350.      MT  (+/- 180 meters Scaled)
 DI0713
 DI0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP573767(NAD 83)
 DI0713
 DI0713                          SUPERSEDED SURVEY CONTROL
 DI0713
 DI0713.No superseded survey control is available for this station.
 DI0713
 DI0713_MARKER: F = FLANGE-ENCASED ROD
 DI0713_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI0713_STAMPING: 0135 D 2004
 DI0713_MARK LOGO: NGS
 DI0713_PROJECTION: FLUSH
 DI0713_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0713_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0713+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 DI0713_ROD/PIPE-DEPTH: 15.8 meters
 DI0713
 DI0713  HISTORY     - Date     Condition        Report By
 DI0713  HISTORY     - 20040419 MONUMENTED       FLDEP
 DI0713
 DI0713                          STATION DESCRIPTION
 DI0713
 DI0713'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0713'THE MARK IS ABOUT 5.3 MI SOUTH OF AMELIA CITY, IN SECTION 37, TOWNSHIP
 DI0713'1 NORTH, RANGE 28  EAST.
 DI0713'
 DI0713'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A, COUNTY ROAD
 DI0713'105-A AND GERBING  ROAD IN AMELIA CITY, GO SOUTH ON STATE ROAD A1A FOR
 DI0713'5.0 MI TO THE ENTRANCE ROAD TO AMELIA  ISLAND STATE PARK ON THE LEFT,
 DI0713'TURN LEFT ON THE ENTRANCE ROAD AND GO SOUTH FOR 0.3 MI  FOLLOWING THE
 DI0713'PAVED ROAD TO THE PARKING LOTS, CONTINUING THROUGH THE NORTH PARKING
 DI0713'LOT TO THE SOUTHWEST CORNER OF THE SOUTH LOT AND THE MARK ADJACENT TO
 DI0713'A CONCRETE  SIDEWALK, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DI0713'DEPTH OF 51.8 FT WITH A 5-INCH NGS  LOGO CAP FLUSH WITH THE GROUND
 DI0713'ABOUT LEVEL WITH THE PARKING LOT, THE DATUM POINT IS  RECESSED 0.5 FT
 DI0713'BELOW THE LEVEL OF THE NGS LOGO CAP.
 DI0713'
 DI0713'LOCATED 17.9 FT WEST-SOUTHWEST OF THE WEST CORNER OF THE SOUTH PARKING
 DI0713'LOT, 3.0 FT  NORTH OF THE NORTH EDGE OF A 7.0 FT WIDE CONCRETE
 DI0713'SIDEWALK AND 3.7 FT NORTHEAST OF A  CARSONITE WITNESS POST.
 DI0713'
 DI0713'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE 5-INCH NGS LOGO CAP.
 DI0713'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ4727 ***********************************************************************
 AJ4727  DESIGNATION -  872 0135 F TIDAL
 AJ4727  PID         -  AJ4727
 AJ4727  STATE/COUNTY-  FL/DUVAL
 AJ4727  COUNTRY     -  US
 AJ4727  USGS QUAD   -  AMELIA CITY (2018)
 AJ4727
 AJ4727                         *CURRENT SURVEY CONTROL
 AJ4727  ______________________________________________________________________
 AJ4727* NAD 83(1986) POSITION- 30 30 58.     (N) 081 27 20.     (W)   SCALED
 AJ4727* NAVD 88 ORTHO HEIGHT -     1.843 (meters)        6.05  (feet) ADJUSTED
 AJ4727  ______________________________________________________________________
 AJ4727  GEOID HEIGHT    -        -28.501 (meters)                     GEOID18
 AJ4727  DYNAMIC HEIGHT  -          1.841 (meters)        6.04  (feet) COMP
 AJ4727  MODELED GRAVITY -    979,375.7   (mgal)                       NAVD 88
 AJ4727
 AJ4727  VERT ORDER      -  SECOND    CLASS I
 AJ4727
 AJ4727.The horizontal coordinates were scaled from a map and have
 AJ4727.an estimated accuracy of +/- 6 seconds.
 AJ4727
 AJ4727.The orthometric height was determined by differential leveling and
 AJ4727.adjusted by the NATIONAL GEODETIC SURVEY
 AJ4727.in April 2002.
 AJ4727
 AJ4727.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4727.GEOID18 height accuracy estimate available here.
 AJ4727
 AJ4727.Click photographs - Photos may exist for this station.
 AJ4727
 AJ4727.The dynamic height is computed by dividing the NAVD 88
 AJ4727.geopotential number by the normal gravity value computed on the
 AJ4727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4727.degrees latitude (g = 980.6199 gals.).
 AJ4727
 AJ4727.The modeled gravity was interpolated from observed gravity values.
 AJ4727
 AJ4727;                    North         East    Units  Estimated Accuracy
 AJ4727;SPC FL E     -   685,170.      156,280.      MT  (+/- 180 meters Scaled)
 AJ4727
 AJ4727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP562760(NAD 83)
 AJ4727
 AJ4727                          SUPERSEDED SURVEY CONTROL
 AJ4727
 AJ4727.No superseded survey control is available for this station.
 AJ4727
 AJ4727_MARKER: DJ = TIDAL STATION DISK
 AJ4727_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4727_STAMPING: 0135 F 1987
 AJ4727_PROJECTION: FLUSH
 AJ4727_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4727_ROD/PIPE-DEPTH: 14.6 meters
 AJ4727
 AJ4727  HISTORY     - Date     Condition        Report By
 AJ4727  HISTORY     - 1987     MONUMENTED       FLDNR
 AJ4727
 AJ4727                          STATION DESCRIPTION
 AJ4727
 AJ4727'DESCRIBED BY FL DEPT OF NAT RES 1987 (RLM)
 AJ4727'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 105-A IN
 AJ4727'AMELIA CITY, GO SOUTH ON STATE ROAD A1A 5.7 MILES TO THE SOUTHWEST END
 AJ4727'OF THE HIGHWAY BRIDGE OVER NASSAU SOUND AND THE MARK.  THE MARK BEARS
 AJ4727'43.4 FEET EAST OF THE CENTERLINE OF STATE ROAD A1A, 121.0 FEET
 AJ4727'SOUTH-SOUTHWEST OF THE WEST EDGE OF A BILLBOARD, 165.4 FEET
 AJ4727'NORTH-NORTHEAST OF A SPEED LIMIT SIGN, AND 98.5 FEET NORTH-NORTHEAST
 AJ4727'THE CENTERLINE OF A DIRT ROAD.  THE MARK IS 1.0 FT ABOVE THE .  THE
 AJ4727'MARK IS 0.5 E FROM A WHITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ4728 ***********************************************************************
 AJ4728  DESIGNATION -  872 0135 G TIDAL
 AJ4728  PID         -  AJ4728
 AJ4728  STATE/COUNTY-  FL/NASSAU
 AJ4728  COUNTRY     -  US
 AJ4728  USGS QUAD   -  AMELIA CITY (2018)
 AJ4728
 AJ4728                         *CURRENT SURVEY CONTROL
 AJ4728  ______________________________________________________________________
 AJ4728* NAD 83(1986) POSITION- 30 31 21.     (N) 081 26 39.     (W)   SCALED
 AJ4728* NAVD 88 ORTHO HEIGHT -     0.844 (meters)        2.77  (feet) ADJUSTED
 AJ4728  ______________________________________________________________________
 AJ4728  GEOID HEIGHT    -        -28.513 (meters)                     GEOID18
 AJ4728  DYNAMIC HEIGHT  -          0.843 (meters)        2.77  (feet) COMP
 AJ4728  MODELED GRAVITY -    979,376.2   (mgal)                       NAVD 88
 AJ4728
 AJ4728  VERT ORDER      -  SECOND    CLASS I
 AJ4728
 AJ4728.The horizontal coordinates were scaled from a map and have
 AJ4728.an estimated accuracy of +/- 6 seconds.
 AJ4728
 AJ4728.The orthometric height was determined by differential leveling and
 AJ4728.adjusted by the NATIONAL GEODETIC SURVEY
 AJ4728.in April 2002.
 AJ4728
 AJ4728.No vertical observational check was made to the station.
 AJ4728
 AJ4728.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4728.GEOID18 height accuracy estimate available here.
 AJ4728
 AJ4728.Click photographs - Photos may exist for this station.
 AJ4728
 AJ4728.The dynamic height is computed by dividing the NAVD 88
 AJ4728.geopotential number by the normal gravity value computed on the
 AJ4728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4728.degrees latitude (g = 980.6199 gals.).
 AJ4728
 AJ4728.The modeled gravity was interpolated from observed gravity values.
 AJ4728
 AJ4728;                    North         East    Units  Estimated Accuracy
 AJ4728;SPC FL E     -   685,870.      157,370.      MT  (+/- 180 meters Scaled)
 AJ4728
 AJ4728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP573767(NAD 83)
 AJ4728
 AJ4728                          SUPERSEDED SURVEY CONTROL
 AJ4728
 AJ4728.No superseded survey control is available for this station.
 AJ4728
 AJ4728_MARKER: DJ = TIDAL STATION DISK
 AJ4728_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4728_STAMPING: 0135 G 1988
 AJ4728_PROJECTION: PROJECTING 5 CENTIMETERS
 AJ4728_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4728_ROD/PIPE-DEPTH: 12.8 meters
 AJ4728
 AJ4728  HISTORY     - Date     Condition        Report By
 AJ4728  HISTORY     - 1988     MONUMENTED       FLDNR
 AJ4728
 AJ4728                          STATION DESCRIPTION
 AJ4728
 AJ4728'DESCRIBED BY FL DEPT OF NAT RES 1988 (RWH)
 AJ4728'BEGIN AT THE POST OFFICE IN FERNANDINA BEACH, GO 12.4 MILES EAST AND
 AJ4728'SOUTH ON STATE ROAD A1A (ATLANTIC AVENUE) TO THE NORTH END OF THE
 AJ4728'BRIDGE OVER NASSAU SOUND AND THE MARK.  THE MARK MAY ALSO BE REACHED
 AJ4728'BY GOING 5.O MILES SOUTH ON STATE ROAD A1A FROM THE JUNCTION OF STATE
 AJ4728'ROAD 105-A IN AMELIA CITY.  THE MARK BEARS 94 FEET SOUTH-SOUTHEAST OF
 AJ4728'THE CENTERLINE OF STATE ROAD A1A, 76 FEET WEST-SOUTHWEST OF THE
 AJ4728'CENTERLINE OF THE DRIVE AT THE GATE TO SEAHORSE STABLES, 81 FEET SOUTH
 AJ4728'OF THE NORTHEAST END OF THE EASTERLY METAL GUARDRAIL, 1.9 FEET
 AJ4728'EAST-NORTHEAST OF THE MOST EASTERLY POST FOR A SIGN READING AMELIA
 AJ4728'ISLAND STATE RECREATION AREA, AND ABOUT 0.1 MILE NORTHEAST OF THE
 AJ4728'NORTHEAST END OF THE BRIDGE. OVER NASSAU SOUND.  THE MARK IS 0.2 FT
 AJ4728'BELOW THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1370 ***********************************************************************
 BC1370  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1370  DESIGNATION -  872 0137 D TIDAL
 BC1370  PID         -  BC1370
 BC1370  STATE/COUNTY-  FL/DUVAL
 BC1370  COUNTRY     -  US
 BC1370  USGS QUAD   -  AMELIA CITY (2018)
 BC1370
 BC1370                         *CURRENT SURVEY CONTROL
 BC1370  ______________________________________________________________________
 BC1370* NAD 83(1986) POSITION- 30 30 45.30   (N) 081 27 26.49   (W)   HD_HELD1
 BC1370* NAVD 88 ORTHO HEIGHT -     5.228 (meters)       17.15  (feet) ADJUSTED
 BC1370  ______________________________________________________________________
 BC1370  GEOID HEIGHT    -        -28.499 (meters)                     GEOID18
 BC1370  DYNAMIC HEIGHT  -          5.222 (meters)       17.13  (feet) COMP
 BC1370  MODELED GRAVITY -    979,375.3   (mgal)                       NAVD 88
 BC1370
 BC1370  VERT ORDER      -  SECOND    CLASS I
 BC1370
 BC1370.The horizontal coordinates were determined by differentially corrected
 BC1370.hand held GPS observations or other comparable positioning techniques
 BC1370.and have an estimated accuracy of +/- 3 meters.
 BC1370
 BC1370.The orthometric height was determined by differential leveling and
 BC1370.adjusted by the NATIONAL GEODETIC SURVEY
 BC1370.in April 2002.
 BC1370
 BC1370.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1370.GEOID18 height accuracy estimate available here.
 BC1370
 BC1370.This Tidal Bench Mark is designated as VM 5037
 BC1370.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1370
 BC1370.Click photographs - Photos may exist for this station.
 BC1370
 BC1370.The dynamic height is computed by dividing the NAVD 88
 BC1370.geopotential number by the normal gravity value computed on the
 BC1370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1370.degrees latitude (g = 980.6199 gals.).
 BC1370
 BC1370.The modeled gravity was interpolated from observed gravity values.
 BC1370
 BC1370;                    North         East    Units  Estimated Accuracy
 BC1370;SPC FL E     -   684,776.5     156,102.1     MT  (+/- 3 meters HH1 GPS) 
 BC1370
 BC1370_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5611775674(NAD 83)
 BC1370
 BC1370                          SUPERSEDED SURVEY CONTROL
 BC1370
 BC1370  NAVD 88 (06/15/91)    5.230  (m)           17.16   (f) SUPERSEDED  2 1
 BC1370  NGVD 29 (09/01/92)    5.584  (m)           18.32   (f) ADJUSTED    2 1
 BC1370
 BC1370.Superseded values are not recommended for survey control.
 BC1370
 BC1370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1370.See file dsdata.pdf to determine how the superseded data were derived.
 BC1370
 BC1370_MARKER: DD = SURVEY DISK
 BC1370_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC1370_SP_SET: BRIDGE WALKWAY
 BC1370_STAMPING: 0137 D 1978
 BC1370_MARK LOGO: NOS
 BC1370_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1370+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2022
 BC1370
 BC1370  HISTORY     - Date     Condition        Report By
 BC1370  HISTORY     - 1978     MONUMENTED       NOS
 BC1370  HISTORY     - 1978     GOOD             FLDNR
 BC1370  HISTORY     - 1978     GOOD             FLDNR
 BC1370  HISTORY     - 1987     GOOD             FLDNR
 BC1370  HISTORY     - 20040418 GOOD             FLDEP
 BC1370  HISTORY     - 20180407 GOOD             FLDEP
 BC1370  HISTORY     - 20220221 GOOD             USPSQD
 BC1370
 BC1370                          STATION DESCRIPTION
 BC1370
 BC1370'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1370'5.65 MI SOUTH FROM AMELIA CITY.
 BC1370'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 105A AT
 BC1370'AMELIA CITY. PROCEED SOUTH ALONG STATE ROAD A1A 6.5 MILES TO THE
 BC1370'SOUTHWEST END OF A BRIDGE OVER SAWPIT CREEK TO THE LOCATION OF THE
 BC1370'MARK. THE MARK BEARS 13 FEET NORTHWEST OF THE CENTERLINE OF STATE ROAD
 BC1370'A1A, 1 FOOT NORTHWEST OF THE SOUTHEAST SIDE OF THE HIGHWAY BRIDGE
 BC1370'ABUTMENT, AND 1 FOOT NORTHEAST OF THE SOUTHWEST EDGE OF THE BRIDGE.
 BC1370
 BC1370                          STATION RECOVERY (1978)
 BC1370
 BC1370'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1370'RECOVERED IN GOOD CONDITION.
 BC1370
 BC1370                          STATION RECOVERY (1987)
 BC1370
 BC1370'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1370'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THAT THE MARK IS
 BC1370'LOCATED 6.1 MILES SOUTH ON STATE HIGHWAY A1A FROM THE JUNCTION OF
 BC1370'STATE HIGHWAY 105-A AT AMELIA CITY NOT 6.45 MILES.
 BC1370
 BC1370                          STATION RECOVERY (2004)
 BC1370
 BC1370'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1370'RECOVERED IN GOOD CONDITION, IN SECTION 37, TOWNSHIP 1 NORTH, RANGE 28
 BC1370'EAST.
 BC1370'
 BC1370'NOTE THE BRIDGE AND ADJACENT SECTION OF ROADWAY ARE NO LONGER USED FOR
 BC1370'HIGHWAY  TRAVEL AND ARE NOW USED FOR RECREATIONAL PURPOSES.
 BC1370
 BC1370                          STATION RECOVERY (2018)
 BC1370
 BC1370'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (JRH)
 BC1370'RECOVERED IN GOOD CONDITION.
 BC1370
 BC1370                          STATION RECOVERY (2022)
 BC1370
 BC1370'RECOVERY NOTE BY US POWER SQUADRON 2022 (STH)
 BC1370'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1371 ***********************************************************************
 BC1371  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1371  DESIGNATION -  872 0137 E TIDAL
 BC1371  PID         -  BC1371
 BC1371  STATE/COUNTY-  FL/DUVAL
 BC1371  COUNTRY     -  US
 BC1371  USGS QUAD   -  AMELIA CITY (2018)
 BC1371
 BC1371                         *CURRENT SURVEY CONTROL
 BC1371  ______________________________________________________________________
 BC1371* NAD 83(1986) POSITION- 30 30 40.     (N) 081 27 27.     (W)   SCALED
 BC1371* NAVD 88 ORTHO HEIGHT -     2.035 (meters)        6.68  (feet) ADJUSTED
 BC1371  ______________________________________________________________________
 BC1371  GEOID HEIGHT    -        -28.499 (meters)                     GEOID18
 BC1371  DYNAMIC HEIGHT  -          2.032 (meters)        6.67  (feet) COMP
 BC1371  MODELED GRAVITY -    979,375.2   (mgal)                       NAVD 88
 BC1371
 BC1371  VERT ORDER      -  SECOND    CLASS I
 BC1371
 BC1371.The horizontal coordinates were scaled from a map and have
 BC1371.an estimated accuracy of +/- 6 seconds.
 BC1371
 BC1371.The orthometric height was determined by differential leveling and
 BC1371.adjusted by the NATIONAL GEODETIC SURVEY
 BC1371.in June 1991.
 BC1371
 BC1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1371.GEOID18 height accuracy estimate available here.
 BC1371
 BC1371.This Tidal Bench Mark is designated as VM 5038
 BC1371.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1371
 BC1371.Click photographs - Photos may exist for this station.
 BC1371
 BC1371.The dynamic height is computed by dividing the NAVD 88
 BC1371.geopotential number by the normal gravity value computed on the
 BC1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1371.degrees latitude (g = 980.6199 gals.).
 BC1371
 BC1371.The modeled gravity was interpolated from observed gravity values.
 BC1371
 BC1371;                    North         East    Units  Estimated Accuracy
 BC1371;SPC FL E     -   684,610.      156,090.      MT  (+/- 180 meters Scaled)
 BC1371
 BC1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP561755(NAD 83)
 BC1371
 BC1371                          SUPERSEDED SURVEY CONTROL
 BC1371
 BC1371  NGVD 29 (09/01/92)    2.388  (m)            7.83   (f) ADJUSTED    2 1
 BC1371
 BC1371.Superseded values are not recommended for survey control.
 BC1371
 BC1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1371.See file dsdata.pdf to determine how the superseded data were derived.
 BC1371
 BC1371_MARKER: DD = SURVEY DISK
 BC1371_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1371_STAMPING: 0137 E 1978
 BC1371_MARK LOGO: NOS
 BC1371_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1371
 BC1371  HISTORY     - Date     Condition        Report By
 BC1371  HISTORY     - 1978     MONUMENTED       NOS
 BC1371  HISTORY     - 1978     GOOD             FLDNR
 BC1371  HISTORY     - 1978     GOOD             FLDNR
 BC1371  HISTORY     - 1987     GOOD             FLDNR
 BC1371  HISTORY     - 20030311 MARK NOT FOUND   FLDEP
 BC1371  HISTORY     - 20040419 MARK NOT FOUND   FLDEP
 BC1371
 BC1371                          STATION DESCRIPTION
 BC1371
 BC1371'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1371'5.8 MI SOUTH FROM AMELIA CITY.
 BC1371'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 105A AT
 BC1371'AMELIA CITY. PROCEED SOUTH ALONG STATE ROAD A1A 6.5 MILES TO THE
 BC1371'LOCATION OF THE MARK. THE MARK BEARS 43 FEET SOUTHEAST OF THE
 BC1371'CENTERLINE OF STATE ROAD A1A, 302.5 FEET SOUTHWEST OF THE SOUTHWEST
 BC1371'END OF THE HIGHWAY BRIDGE OVER SAWPIT CREEK.
 BC1371
 BC1371                          STATION RECOVERY (1978)
 BC1371
 BC1371'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1371'RECOVERED IN GOOD CONDITION.
 BC1371
 BC1371                          STATION RECOVERY (1987)
 BC1371
 BC1371'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1371'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THAT THE MARK IS
 BC1371'LOCATED 6.15 MILES SOUTH ON STATE HIGHWAY A1A FROM THE JUNCTION OF
 BC1371'STATE HIGHWAY 105-A IN AMELIA CITY NOT 6.55 MILES.  ALSO, THE MARK
 BC1371'BEARS 24.8 FEET SOUTH-SOUTHEAST OF A - SPECIAL WEIGHT RESTRICTION -
 BC1371'BRIDGE SIGN.
 BC1371
 BC1371                          STATION RECOVERY (2003)
 BC1371
 BC1371'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1371'SEARCH FOR AND NOT RECOVERED.  LOCATION FALLS UNDER NEW ROAD ALIGNMENT
 BC1371'
 BC1371
 BC1371                          STATION RECOVERY (2004)
 BC1371
 BC1371'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1371'THE MARK WAS SEARCHED FOR AND NOT FOUND.  THE DESCRIBED LOCATION FALLS
 BC1371'IN A NEW ROADWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ4726 ***********************************************************************
 AJ4726  DESIGNATION -  872 0137 F TIDAL
 AJ4726  PID         -  AJ4726
 AJ4726  STATE/COUNTY-  FL/DUVAL
 AJ4726  COUNTRY     -  US
 AJ4726  USGS QUAD   -  AMELIA CITY (2018)
 AJ4726
 AJ4726                         *CURRENT SURVEY CONTROL
 AJ4726  ______________________________________________________________________
 AJ4726* NAD 83(1986) POSITION- 30 30 37.     (N) 081 27 28.     (W)   SCALED
 AJ4726* NAVD 88 ORTHO HEIGHT -     1.651 (meters)        5.42  (feet) ADJUSTED
 AJ4726  ______________________________________________________________________
 AJ4726  GEOID HEIGHT    -        -28.499 (meters)                     GEOID18
 AJ4726  DYNAMIC HEIGHT  -          1.649 (meters)        5.41  (feet) COMP
 AJ4726  MODELED GRAVITY -    979,375.1   (mgal)                       NAVD 88
 AJ4726
 AJ4726  VERT ORDER      -  SECOND    CLASS I
 AJ4726
 AJ4726.The horizontal coordinates were scaled from a map and have
 AJ4726.an estimated accuracy of +/- 6 seconds.
 AJ4726
 AJ4726.The orthometric height was determined by differential leveling and
 AJ4726.adjusted by the NATIONAL GEODETIC SURVEY
 AJ4726.in April 2002.
 AJ4726
 AJ4726.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4726.GEOID18 height accuracy estimate available here.
 AJ4726
 AJ4726.Click photographs - Photos may exist for this station.
 AJ4726
 AJ4726.The dynamic height is computed by dividing the NAVD 88
 AJ4726.geopotential number by the normal gravity value computed on the
 AJ4726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4726.degrees latitude (g = 980.6199 gals.).
 AJ4726
 AJ4726.The modeled gravity was interpolated from observed gravity values.
 AJ4726
 AJ4726;                    North         East    Units  Estimated Accuracy
 AJ4726;SPC FL E     -   684,520.      156,060.      MT  (+/- 180 meters Scaled)
 AJ4726
 AJ4726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP560754(NAD 83)
 AJ4726
 AJ4726                          SUPERSEDED SURVEY CONTROL
 AJ4726
 AJ4726.No superseded survey control is available for this station.
 AJ4726
 AJ4726_MARKER: DJ = TIDAL STATION DISK
 AJ4726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ4726_STAMPING: 0137 F 1988
 AJ4726_PROJECTION: RECESSED 3 CENTIMETERS
 AJ4726_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4726_ROD/PIPE-DEPTH: 12.8 meters
 AJ4726
 AJ4726  HISTORY     - Date     Condition        Report By
 AJ4726  HISTORY     - 1988     MONUMENTED       FLDNR
 AJ4726  HISTORY     - 20040419 MARK NOT FOUND   FLDEP
 AJ4726
 AJ4726                          STATION DESCRIPTION
 AJ4726
 AJ4726'DESCRIBED BY FL DEPT OF NAT RES 1988 (RWH)
 AJ4726'BEGIN AT THE POST OFFICE IN FERNANDINA BEACH, GO 13.25 MILES EAST AND
 AJ4726'SOUTH ON STATE ROAD A1A (ATLANTIC AVENUE) TO THE MARK. THE MARK MAY BE
 AJ4726'REACHED BY GOING 6.3 MILES SOUTH ON STATE ROAD A1A FROM THE JUNCTION
 AJ4726'OF STATE HIGHWAY 105-A IN AMELIA CITY.  THE MARK BEARS 1042 FEET SOUTH
 AJ4726'OF THE SOUTHEAST CORNER OF THE BRIDGE OVER SAWPIT CREEK, 53.4 FEET
 AJ4726'NORTH OF A 0.8 FOOT DIAMETER CEDAR TREE, AND 36.8 FEET EAST OF THE
 AJ4726'CENTERLINE OF STATE ROAD A1A. THE MARK IS LOCATED DIRECTLY ACROSS
 AJ4726'STATE ROAD A1A FROM THE EXTENDED CENTERLINE OF A PAVED DRIVEWAY FOR A
 AJ4726'PRIVATE RESIDENCE.  THE MARK IS 0.2 FT BELOW THE GROUND.
 AJ4726
 AJ4726                          STATION RECOVERY (2004)
 AJ4726
 AJ4726'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 AJ4726'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0710 ***********************************************************************
 DI0710  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0710  DESIGNATION -  872 0137 G TIDAL
 DI0710  PID         -  DI0710
 DI0710  STATE/COUNTY-  FL/DUVAL
 DI0710  COUNTRY     -  US
 DI0710  USGS QUAD   -  AMELIA CITY (2018)
 DI0710
 DI0710                         *CURRENT SURVEY CONTROL
 DI0710  ______________________________________________________________________
 DI0710* NAD 83(1986) POSITION- 30 30 37.2    (N) 081 27 32.2    (W)   HD_HELD2
 DI0710* NAVD 88 ORTHO HEIGHT -     2.188 (meters)        7.18  (feet) ADJUSTED
 DI0710  ______________________________________________________________________
 DI0710  GEOID HEIGHT    -        -28.498 (meters)                     GEOID18
 DI0710  DYNAMIC HEIGHT  -          2.185 (meters)        7.17  (feet) COMP
 DI0710  MODELED GRAVITY -    979,375.1   (mgal)                       NAVD 88
 DI0710
 DI0710  VERT ORDER      -  SECOND    CLASS I
 DI0710
 DI0710.The horizontal coordinates were established by autonomous hand held GPS
 DI0710.observations and have an estimated accuracy of +/- 10 meters.
 DI0710
 DI0710.The orthometric height was determined by differential leveling and
 DI0710.adjusted by the NATIONAL GEODETIC SURVEY
 DI0710.in September 2006.
 DI0710
 DI0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0710.GEOID18 height accuracy estimate available here.
 DI0710
 DI0710.This Tidal Bench Mark is designated as VM 19252
 DI0710.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0710
 DI0710.Click photographs - Photos may exist for this station.
 DI0710
 DI0710.The dynamic height is computed by dividing the NAVD 88
 DI0710.geopotential number by the normal gravity value computed on the
 DI0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0710.degrees latitude (g = 980.6199 gals.).
 DI0710
 DI0710.The modeled gravity was interpolated from observed gravity values.
 DI0710
 DI0710;                    North         East    Units  Estimated Accuracy
 DI0710;SPC FL E     -   684,528.      155,949.      MT  (+/- 10 meters HH2 GPS)
 DI0710
 DI0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5596375426(NAD 83)
 DI0710
 DI0710                          SUPERSEDED SURVEY CONTROL
 DI0710
 DI0710.No superseded survey control is available for this station.
 DI0710
 DI0710_MARKER: DD = SURVEY DISK
 DI0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0710_STAMPING: 0137 G 2004
 DI0710_MARK LOGO: FLDEP
 DI0710_PROJECTION: FLUSH
 DI0710_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0710+STABILITY: SURFACE MOTION
 DI0710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0710+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2022
 DI0710
 DI0710  HISTORY     - Date     Condition        Report By
 DI0710  HISTORY     - 20040419 MONUMENTED       FLDEP
 DI0710  HISTORY     - 20180510 GOOD             MOREKL
 DI0710  HISTORY     - 20220221 GOOD             USPSQD
 DI0710
 DI0710                          STATION DESCRIPTION
 DI0710
 DI0710'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0710'THE MARK IS ABOUT 6.6 MI SOUTH OF AMELIA CITY, IN SECTION 37, TOWNSHIP
 DI0710'1 NORTH, RANGE 28  EAST.
 DI0710'
 DI0710'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A, COUNTY ROAD
 DI0710'105-A AND GERBING  ROAD IN AMELIA CITY, GO SOUTH ON STATE ROAD A1A FOR
 DI0710'6.1 MI TO THE SOUTH END OF THE NASSAU  SOUND BRIDGE, CONTINUE
 DI0710'SOUTHWEST ON STATE ROAD A1A OF 0.4 MI TO THE JUNCTION OF AN  ENTRANCE
 DI0710'ROAD TO THE BIG TALBOT ISLAND STATE PARK BOAT RAMP ON THE RIGHT, TURN
 DI0710'RIGHT  ON THE PAVED ENTRANCE ROAD AND GO NORTHWEST FOR 0.1 MI TO THE
 DI0710'SOUTH SIDE OF THE WEST  END OF THE NORTH PARKING LOT AND THE MARK, SET
 DI0710'IN THE TOP OF A ROUND CONCRETE  MONUMENT.
 DI0710'
 DI0710'LOCATED 148.7 FT WEST OF THE WEST END OF THE NORTH GUARD RAIL AT THE
 DI0710'BEGINNING OF  THE PAVED ROAD TO THE OLD A1A BRIDGE, 61.5 FT NORTHEAST
 DI0710'OF THE NORTHEAST CORNER OF A  4.0 FT BY 5.0 FT CONCRETE CATCH BASIN,
 DI0710'9.2 FT NORTH-NORTHEAST OF A 20-INCH OAK TREE AND 0.6  FT NORTHEAST OF
 DI0710'A CARSONITE WITNESS POST.
 DI0710'
 DI0710'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
 DI0710
 DI0710                          STATION RECOVERY (2018)
 DI0710
 DI0710'RECOVERY NOTE BY MORGAN AND EKLUND INC 2018 (PCV)
 DI0710'RECOVERED IN GOOD CONDITION.
 DI0710
 DI0710                          STATION RECOVERY (2022)
 DI0710
 DI0710'RECOVERY NOTE BY US POWER SQUADRON 2022 (STH)
 DI0710'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0709 ***********************************************************************
 DI0709  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0709  DESIGNATION -  872 0137 H TIDAL
 DI0709  PID         -  DI0709
 DI0709  STATE/COUNTY-  FL/DUVAL
 DI0709  COUNTRY     -  US
 DI0709  USGS QUAD   -  AMELIA CITY (2018)
 DI0709
 DI0709                         *CURRENT SURVEY CONTROL
 DI0709  ______________________________________________________________________
 DI0709* NAD 83(1986) POSITION- 30 30 32.     (N) 081 27 31.     (W)   SCALED
 DI0709* NAVD 88 ORTHO HEIGHT -     2.394 (meters)        7.85  (feet) ADJUSTED
 DI0709  ______________________________________________________________________
 DI0709  GEOID HEIGHT    -        -28.498 (meters)                     GEOID18
 DI0709  DYNAMIC HEIGHT  -          2.391 (meters)        7.84  (feet) COMP
 DI0709  MODELED GRAVITY -    979,374.9   (mgal)                       NAVD 88
 DI0709
 DI0709  VERT ORDER      -  SECOND    CLASS I
 DI0709
 DI0709.The horizontal coordinates were scaled from a map and have
 DI0709.an estimated accuracy of +/- 6 seconds.
 DI0709
 DI0709.The orthometric height was determined by differential leveling and
 DI0709.adjusted by the NATIONAL GEODETIC SURVEY
 DI0709.in September 2006.
 DI0709
 DI0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0709.GEOID18 height accuracy estimate available here.
 DI0709
 DI0709.This Tidal Bench Mark is designated as VM 19253
 DI0709.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0709
 DI0709.Click photographs - Photos may exist for this station.
 DI0709
 DI0709.The dynamic height is computed by dividing the NAVD 88
 DI0709.geopotential number by the normal gravity value computed on the
 DI0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0709.degrees latitude (g = 980.6199 gals.).
 DI0709
 DI0709.The modeled gravity was interpolated from observed gravity values.
 DI0709
 DI0709;                    North         East    Units  Estimated Accuracy
 DI0709;SPC FL E     -   684,370.      155,980.      MT  (+/- 180 meters Scaled)
 DI0709
 DI0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP559752(NAD 83)
 DI0709
 DI0709                          SUPERSEDED SURVEY CONTROL
 DI0709
 DI0709.No superseded survey control is available for this station.
 DI0709
 DI0709_MARKER: DD = SURVEY DISK
 DI0709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0709_STAMPING: 0137 H 2004
 DI0709_MARK LOGO: FLDEP
 DI0709_PROJECTION: FLUSH
 DI0709_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0709+STABILITY: SURFACE MOTION
 DI0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0709+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2022
 DI0709
 DI0709  HISTORY     - Date     Condition        Report By
 DI0709  HISTORY     - 20040419 MONUMENTED       FLDEP
 DI0709  HISTORY     - 20180407 GOOD             FLDEP
 DI0709  HISTORY     - 20220221 GOOD             USPSQD
 DI0709
 DI0709                          STATION DESCRIPTION
 DI0709
 DI0709'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0709'THE MARK IS ABOUT 6.6 MI SOUTH OF AMELIA CITY, IN SECTION 37, TOWNSHIP
 DI0709'1 NORTH, RANGE 28  EAST.
 DI0709'
 DI0709'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A, COUNTY ROAD
 DI0709'105-A AND GERBING  ROAD IN AMELIA CITY, GO SOUTH ON STATE ROAD A1A FOR
 DI0709'6.1 MI TO THE SOUTH END OF THE NASSAU  SOUND BRIDGE, CONTINUE
 DI0709'SOUTHWEST ON STATE ROAD A1A OF 0.4 MI TO THE JUNCTION OF AN  ENTRANCE
 DI0709'TO THE BIG TALBOT ISLAND STATE PARK BOAT RAMP ON THE LEFT, TURN LEFT
 DI0709'ON THE  ENTRANCE ROAD AND GO SOUTH THROUGH THE SOUTH PARKING LOT FOR
 DI0709'0.1 MI TO ITS SOUTHEAST  CORNER AND THE MARK.
 DI0709'
 DI0709'LOCATED 110.8 FT SOUTHWEST OF THE SOUTHWEST CORNER OF A ONE STORY
 DI0709'CONCRETE  RESTROOM BUILDING, 30.0 FT WEST-NORTHWEST OF THE EAST END OF
 DI0709'A 4.0 FT HIGH CHAIN LINK  FENCE, 8.5 FT WEST OF THE WEST GATE POST OF
 DI0709'A 3.0 FT WIDE CHAIN LINK FENCE GATE, 1.8 FT  NORTH OF THE 4.0 FT HIGH
 DI0709'CHAIN LINK FENCE AND 0.5 FT NORTH OF A CARSONITE WITNESS POST.
 DI0709'
 DI0709'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
 DI0709
 DI0709                          STATION RECOVERY (2018)
 DI0709
 DI0709'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (JRH)
 DI0709'RECOVERED IN GOOD CONDITION.
 DI0709
 DI0709                          STATION RECOVERY (2022)
 DI0709
 DI0709'RECOVERY NOTE BY US POWER SQUADRON 2022 (STH)
 DI0709'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0712 ***********************************************************************
 DI0712  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0712  DESIGNATION -  872 0137 J TIDAL
 DI0712  PID         -  DI0712
 DI0712  STATE/COUNTY-  FL/DUVAL
 DI0712  COUNTRY     -  US
 DI0712  USGS QUAD   -  AMELIA CITY (2018)
 DI0712
 DI0712                         *CURRENT SURVEY CONTROL
 DI0712  ______________________________________________________________________
 DI0712* NAD 83(1986) POSITION- 30 30 35.37   (N) 081 27 29.92   (W)   HD_HELD1
 DI0712* NAVD 88 ORTHO HEIGHT -     2.293 (meters)        7.52  (feet) ADJUSTED
 DI0712  ______________________________________________________________________
 DI0712  GEOID HEIGHT    -        -28.498 (meters)                     GEOID18
 DI0712  DYNAMIC HEIGHT  -          2.290 (meters)        7.51  (feet) COMP
 DI0712  MODELED GRAVITY -    979,375.0   (mgal)                       NAVD 88
 DI0712
 DI0712  VERT ORDER      -  SECOND    CLASS I
 DI0712
 DI0712.The horizontal coordinates were determined by differentially corrected
 DI0712.hand held GPS observations or other comparable positioning techniques
 DI0712.and have an estimated accuracy of +/- 3 meters.
 DI0712
 DI0712.The orthometric height was determined by differential leveling and
 DI0712.adjusted by the NATIONAL GEODETIC SURVEY
 DI0712.in September 2006.
 DI0712
 DI0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0712.GEOID18 height accuracy estimate available here.
 DI0712
 DI0712.This Tidal Bench Mark is designated as VM 19264
 DI0712.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0712
 DI0712.Click photographs - Photos may exist for this station.
 DI0712
 DI0712.The dynamic height is computed by dividing the NAVD 88
 DI0712.geopotential number by the normal gravity value computed on the
 DI0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0712.degrees latitude (g = 980.6199 gals.).
 DI0712
 DI0712.The modeled gravity was interpolated from observed gravity values.
 DI0712
 DI0712;                    North         East    Units  Estimated Accuracy
 DI0712;SPC FL E     -   684,471.1     156,009.4     MT  (+/- 3 meters HH1 GPS) 
 DI0712
 DI0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5602475369(NAD 83)
 DI0712
 DI0712                          SUPERSEDED SURVEY CONTROL
 DI0712
 DI0712.No superseded survey control is available for this station.
 DI0712
 DI0712_MARKER: F = FLANGE-ENCASED ROD
 DI0712_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI0712_STAMPING: 0137 J 2004
 DI0712_MARK LOGO: NGS
 DI0712_PROJECTION: FLUSH
 DI0712_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0712+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2022
 DI0712_ROD/PIPE-DEPTH: 13.2 meters
 DI0712
 DI0712  HISTORY     - Date     Condition        Report By
 DI0712  HISTORY     - 20040419 MONUMENTED       FLDEP
 DI0712  HISTORY     - 20180405 GOOD             FLDEP
 DI0712  HISTORY     - 20180510 GOOD             MOREKL
 DI0712  HISTORY     - 20220221 GOOD             USPSQD
 DI0712
 DI0712                          STATION DESCRIPTION
 DI0712
 DI0712'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0712'THE MARK IS ABOUT 6.5 MI SOUTH 0F AMELIA CITY, IN SECTION 37, TOWNSHIP
 DI0712'1 NORTH, RANGE 28  EAST.
 DI0712'
 DI0712'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A, COUNTY ROAD
 DI0712'105-A AND GERBING  ROAD IN AMELIA CITY, GO SOUTH ON STATE ROAD A1A FOR
 DI0712'6.1 MI TO THE SOUTH END OF THE  NASSAU SOUND BRIDGE, CONTINUE
 DI0712'SOUTHWEST ON STATE ROAD A1A OF 0.4 MI TO THE MARK ON  THE RIGHT, NEAR
 DI0712'THE ENTRANCE TO THE BIG TALBOT ISLAND STATE PARK BOAT RAMP, A
 DI0712'STAINLESS  STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 43.4 FT WITH A
 DI0712'5-INCH NGS LOGO CAP FLUSH WITH  THE GROUND, THE DATUM POINT IS
 DI0712'RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DI0712'
 DI0712'LOCATED 56.3 FT WEST OF THE CENTERLINE OF STATE ROAD A1A, 51.8 FT
 DI0712'SOUTHWEST OF THE PAVED  ENTRANCE ROAD INTO THE STATE PARK, 3.5 FT
 DI0712'NORTHWEST OF THE WESTERN MOST POST FOR THE  BIG TALBOT ISLAND STATE
 DI0712'PARK SIGN AND 3.0 FT NORTHWEST OF A CARSONITE WITNESS POST.
 DI0712'
 DI0712'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
 DI0712'
 DI0712'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE 5-INCH NGS LOGO CAP.
 DI0712
 DI0712                          STATION RECOVERY (2018)
 DI0712
 DI0712'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (JRH)
 DI0712'RECOVERED IN GOOD CONDITION.
 DI0712
 DI0712                          STATION RECOVERY (2018)
 DI0712
 DI0712'RECOVERY NOTE BY MORGAN AND EKLUND INC 2018 (PCV)
 DI0712'RECOVERED IN GOOD CONDITION.
 DI0712
 DI0712                          STATION RECOVERY (2022)
 DI0712
 DI0712'RECOVERY NOTE BY US POWER SQUADRON 2022 (STH)
 DI0712'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0199 ***********************************************************************
 BC0199  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0199  DESIGNATION -  872 0137 TIDAL 3
 BC0199  PID         -  BC0199
 BC0199  STATE/COUNTY-  FL/DUVAL
 BC0199  COUNTRY     -  US
 BC0199  USGS QUAD   -  AMELIA CITY (2018)
 BC0199
 BC0199                         *CURRENT SURVEY CONTROL
 BC0199  ______________________________________________________________________
 BC0199* NAD 83(1986) POSITION- 30 30 51.     (N) 081 27 23.     (W)   SCALED
 BC0199* NAVD 88 ORTHO HEIGHT -     5.501 (meters)       18.05  (feet) ADJUSTED
 BC0199  ______________________________________________________________________
 BC0199  GEOID HEIGHT    -        -28.500 (meters)                     GEOID18
 BC0199  DYNAMIC HEIGHT  -          5.494 (meters)       18.02  (feet) COMP
 BC0199  MODELED GRAVITY -    979,375.5   (mgal)                       NAVD 88
 BC0199
 BC0199  VERT ORDER      -  SECOND    CLASS I
 BC0199
 BC0199.The horizontal coordinates were scaled from a map and have
 BC0199.an estimated accuracy of +/- 6 seconds.
 BC0199
 BC0199.The orthometric height was determined by differential leveling and
 BC0199.adjusted by the NATIONAL GEODETIC SURVEY
 BC0199.in September 2006.
 BC0199
 BC0199.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0199.GEOID18 height accuracy estimate available here.
 BC0199
 BC0199.This Tidal Bench Mark is designated as VM 5035
 BC0199.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0199
 BC0199.This Tidal Bench Mark is designated as VM 5036
 BC0199.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0199
 BC0199.Click photographs - Photos may exist for this station.
 BC0199
 BC0199.The dynamic height is computed by dividing the NAVD 88
 BC0199.geopotential number by the normal gravity value computed on the
 BC0199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0199.degrees latitude (g = 980.6199 gals.).
 BC0199
 BC0199.The modeled gravity was interpolated from observed gravity values.
 BC0199
 BC0199;                    North         East    Units  Estimated Accuracy
 BC0199;SPC FL E     -   684,950.      156,200.      MT  (+/- 180 meters Scaled)
 BC0199
 BC0199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP562758(NAD 83)
 BC0199
 BC0199                          SUPERSEDED SURVEY CONTROL
 BC0199
 BC0199  NAVD 88 (06/15/91)    5.499  (m)           18.04   (f) SUPERSEDED  2 1
 BC0199  NGVD 29 (??/??/92)    5.853  (m)           19.20   (f) SUPERSEDED  2 0
 BC0199  NGVD 29 (09/01/92)    5.853  (m)           19.20   (f) ADJUSTED    2 0
 BC0199
 BC0199.Superseded values are not recommended for survey control.
 BC0199
 BC0199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0199.See file dsdata.pdf to determine how the superseded data were derived.
 BC0199
 BC0199_MARKER: DB = BENCH MARK DISK
 BC0199_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC0199_SP_SET: BRIDGE ABUTMENT
 BC0199_STAMPING: NO 3 1953
 BC0199_MARK LOGO: CGS
 BC0199_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0199+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 BC0199
 BC0199  HISTORY     - Date     Condition        Report By
 BC0199  HISTORY     - 1953     MONUMENTED       CGS
 BC0199  HISTORY     - 1970     GOOD             NGS
 BC0199  HISTORY     - 1978     GOOD             FLDNR
 BC0199  HISTORY     - 1978     GOOD             FLDNR
 BC0199  HISTORY     - 1987     GOOD             FLDNR
 BC0199  HISTORY     - 20040418 GOOD             FLDEP
 BC0199
 BC0199                          STATION DESCRIPTION
 BC0199
 BC0199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0199'6.4 MI S FROM AMELIA CITY.
 BC0199'ABOUT 6.4 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE JUNCTION
 BC0199'OF STATE HIGHWAY 105 A AT AMELIA CITY, SET ON THE TOP OF THE
 BC0199'EAST END OF THE NORTH CONCRETE ABUTMENT OF THE HIGHWAY BRIDGE
 BC0199'OVER SAWPIT CREEK, 15.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 BC0199'AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.  THIS MARK MAY BE
 BC0199'REACHED BY GOING 9.85 MILES NORTHERLY ALONG STATE HIGHWAY A 1 A
 BC0199'FROM THE JUNCTION OF STATE HIGHWAY 105 AND THE WEST FERRY LANDING
 BC0199'OF THE MAYPORT FERRY AT MAYPORT, FLA.
 BC0199
 BC0199                          STATION RECOVERY (1978)
 BC0199
 BC0199'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC0199'RECOVERED IN GOOD CONDITION.
 BC0199
 BC0199                          STATION RECOVERY (1978)
 BC0199
 BC0199'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC0199'RECOVERED IN GOOD CONDITION.
 BC0199
 BC0199                          STATION RECOVERY (1987)
 BC0199
 BC0199'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC0199'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THAT THE MARK IS
 BC0199'LOCATED 6.O MILES SOUTH ON STATE HIGHWAY A1A FROM THE JUNCTION OF
 BC0199'STATE HIGHWAY 105-A AT AMELIA CITY NOT 6.4 MILES.
 BC0199
 BC0199                          STATION RECOVERY (2004)
 BC0199
 BC0199'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0199'RECOVERED IN GOOD CONDITION, IN SECTION 37, TOWNSHIP 1 NORTH, RANGE 28
 BC0199'EAST.
 BC0199'
 BC0199'NOTE THE BRIDGE AND ADJACENT SECTION OF ROADWAY ARE NO LONGER USED FOR
 BC0199'HIGHWAY  TRAVEL AND ARE NOW USED FOR RECREATIONAL PURPOSES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1378 ***********************************************************************
 BC1378  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1378  DESIGNATION -  872 0143 D TIDAL
 BC1378  PID         -  BC1378
 BC1378  STATE/COUNTY-  FL/DUVAL
 BC1378  COUNTRY     -  US
 BC1378  USGS QUAD   -  AMELIA CITY (2018)
 BC1378
 BC1378                         *CURRENT SURVEY CONTROL
 BC1378  ______________________________________________________________________
 BC1378* NAD 83(1986) POSITION- 30 30 15.     (N) 081 28 18.     (W)   SCALED
 BC1378* NAVD 88 ORTHO HEIGHT -     2.517 (meters)        8.26  (feet) ADJUSTED
 BC1378  ______________________________________________________________________
 BC1378  GEOID HEIGHT    -        -28.484 (meters)                     GEOID18
 BC1378  DYNAMIC HEIGHT  -          2.514 (meters)        8.25  (feet) COMP
 BC1378  MODELED GRAVITY -    979,374.7   (mgal)                       NAVD 88
 BC1378
 BC1378  VERT ORDER      -  SECOND    CLASS I
 BC1378
 BC1378.The horizontal coordinates were scaled from a map and have
 BC1378.an estimated accuracy of +/- 6 seconds.
 BC1378
 BC1378.The orthometric height was determined by differential leveling and
 BC1378.adjusted by the NATIONAL GEODETIC SURVEY
 BC1378.in October 2007.
 BC1378
 BC1378.No vertical observational check was made to the station.
 BC1378
 BC1378.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1378.GEOID18 height accuracy estimate available here.
 BC1378
 BC1378.This Tidal Bench Mark is designated as VM 5041
 BC1378.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1378
 BC1378.Click photographs - Photos may exist for this station.
 BC1378
 BC1378.The dynamic height is computed by dividing the NAVD 88
 BC1378.geopotential number by the normal gravity value computed on the
 BC1378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1378.degrees latitude (g = 980.6199 gals.).
 BC1378
 BC1378.The modeled gravity was interpolated from observed gravity values.
 BC1378
 BC1378;                    North         East    Units  Estimated Accuracy
 BC1378;SPC FL E     -   683,850.      154,730.      MT  (+/- 180 meters Scaled)
 BC1378
 BC1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP547747(NAD 83)
 BC1378
 BC1378                          SUPERSEDED SURVEY CONTROL
 BC1378
 BC1378.No superseded survey control is available for this station.
 BC1378
 BC1378_MARKER: DJ = TIDAL STATION DISK
 BC1378_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1378_STAMPING: 0143 D 1978
 BC1378_MARK LOGO: NOS
 BC1378_PROJECTION: RECESSED 8 CENTIMETERS
 BC1378_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1378_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1378+SATELLITE: SATELLITE OBSERVATIONS - 2005
 BC1378
 BC1378  HISTORY     - Date     Condition        Report By
 BC1378  HISTORY     - 1978     MONUMENTED       NOS
 BC1378  HISTORY     - 1978     GOOD             FLDNR
 BC1378  HISTORY     - 2005     GOOD             FLDEP
 BC1378
 BC1378                          STATION DESCRIPTION
 BC1378
 BC1378'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1378'8.4 MI NW FROM MAYPORT.
 BC1378'BEGIN IN NORTH JACKSONVILLE AT THE INTERSECTION OF STATE ROAD
 BC1378'105, (HECKSCHER DRIVE), AND NEW BERLIN ROAD. PROCEED NORTHERLY
 BC1378'ALONG NEW BERLIN ROAD 3.6 MILES TO CEDAR POINT ROAD, THENCE EAST
 BC1378'ALONG CEDAR POINT ROAD 3.7 MILES TO SAWPIT ROAD, THENCE NORTH
 BC1378'ALONG SAWPIT ROAD 3.0 MILES TO A DIRT DRIVEWAY LEADING NORTHEAST
 BC1378'TO THE MARK. MARK BEARS 46 FEET WEST OF CENTER LINE OF DIRT DRIVE
 BC1378'83 FEET WEST OF THE SOUTHWEST CORNER OF A WOODEN SHED, 30 FEET
 BC1378'WEST OF A LARGE GROUP OF CEDAR TREES, 270 FEET NORTH OF SAWPIT
 BC1378'NO 3 1934.
 BC1378
 BC1378                          STATION RECOVERY (2005)
 BC1378
 BC1378'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (RH)
 BC1378'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, ABOUT 10.0 MI
 BC1378'NORTHEAST OF  OCEANWAY, IN SECTION 38, TOWNSHIP 1 NORTH, RANGE 28
 BC1378'EAST.
 BC1378'
 BC1378'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 BC1378'INTERSTATE  HIGHWAY 295, THE BEGINNING OF STATE HIGHWAY 9A) AND U.S.
 BC1378'HIGHWAY 17, STATE HIGHWAY 5 IN  OCEANWAY, GO NORTHEASTERLY ON U.S.
 BC1378'HIGHWAY 17, STATE HIGHWAY 5 FOR 0.25 MI TO THE  JUNCTION OF NEW BERLIN
 BC1378'ROAD ON THE RIGHT, TURN RIGHT ON NEW BERLIN ROAD AND GO  EASTERLY ON
 BC1378'4.85 MI TO THE Y-JUNCTION OF CEDAR POINT ROAD, GO EASTERLY ON CEDAR
 BC1378'POINT  ROAD FOR 5.7 MI TO THE JUNCTION OF SAWPIT ROAD ON THE LEFT,
 BC1378'TURN LEFT ON SAWPIT ROAD AND  GO NORTHERLY FOR 3.1 MI TO A DRIVEWAY AT
 BC1378'14020 ON THE RIGHT, TURN RIGHT ON THE DRIVEWAY  AND GO NORTH-NORTHEAST
 BC1378'FOR ABOUT 750.0 FT TO THE MARK ON THE RIGHT, A NOS DISK CRIMPED  TO
 BC1378'THE TOP OF A COPPER-CLAD STEEL ROD, ENCASED IN A 4-INCH PVC PIPE,
 BC1378'RECESSED 0.3 FT BELOW  THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH
 BC1378'THE DRIVEWAY, THE NOS DISK IS 0.2 FT BELOW  THE PVC PIPE.
 BC1378'
 BC1378'LOCATED ABOUT 680.0 FT NORTH-NORTHEAST OF THE CENTER OF THE METAL GATE
 BC1378'ACROSS THE  DRIVEWAY, 297.5 FT NORTH OF BENCHMARK SAWPIT NO 2 1934,
 BC1378'178.0 FT NORTHWEST OF THE  NORTHWEST CORNER OF A BRICK HOUSE AT 14010,
 BC1378'88.0 FT SOUTHWEST OF A LARGE OAK TREE THAT  IS LOCATED ON THE EAST
 BC1378'SIDE OF THE DIRT PRIVATE ROAD, 48.0 FT EAST OF THE APPROXIMATE
 BC1378'CENTERLINE OF THE DRIVEWAY AND 0.4 FT EAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1376 ***********************************************************************
 BC1376  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1376  DESIGNATION -  872 0143 E TIDAL
 BC1376  PID         -  BC1376
 BC1376  STATE/COUNTY-  FL/DUVAL
 BC1376  COUNTRY     -  US
 BC1376  USGS QUAD   -  AMELIA CITY (2018)
 BC1376
 BC1376                         *CURRENT SURVEY CONTROL
 BC1376  ______________________________________________________________________
 BC1376* NAD 83(1986) POSITION- 30 30 11.     (N) 081 28 25.     (W)   SCALED
 BC1376* NAVD 88 ORTHO HEIGHT -     2.936 (meters)        9.63  (feet) ADJUSTED
 BC1376  ______________________________________________________________________
 BC1376  GEOID HEIGHT    -        -28.482 (meters)                     GEOID18
 BC1376  DYNAMIC HEIGHT  -          2.932 (meters)        9.62  (feet) COMP
 BC1376  MODELED GRAVITY -    979,374.6   (mgal)                       NAVD 88
 BC1376
 BC1376  VERT ORDER      -  SECOND    CLASS I
 BC1376
 BC1376.The horizontal coordinates were scaled from a map and have
 BC1376.an estimated accuracy of +/- 6 seconds.
 BC1376
 BC1376.The orthometric height was determined by differential leveling and
 BC1376.adjusted by the NATIONAL GEODETIC SURVEY
 BC1376.in October 2007.
 BC1376
 BC1376.No vertical observational check was made to the station.
 BC1376
 BC1376.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1376.GEOID18 height accuracy estimate available here.
 BC1376
 BC1376.This Tidal Bench Mark is designated as VM 5042
 BC1376.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1376
 BC1376.Click photographs - Photos may exist for this station.
 BC1376
 BC1376.The dynamic height is computed by dividing the NAVD 88
 BC1376.geopotential number by the normal gravity value computed on the
 BC1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1376.degrees latitude (g = 980.6199 gals.).
 BC1376
 BC1376.The modeled gravity was interpolated from observed gravity values.
 BC1376
 BC1376;                    North         East    Units  Estimated Accuracy
 BC1376;SPC FL E     -   683,730.      154,540.      MT  (+/- 180 meters Scaled)
 BC1376
 BC1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP545746(NAD 83)
 BC1376
 BC1376                          SUPERSEDED SURVEY CONTROL
 BC1376
 BC1376.No superseded survey control is available for this station.
 BC1376
 BC1376_MARKER: DJ = TIDAL STATION DISK
 BC1376_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BC1376_STAMPING: 0143 E 1978
 BC1376_MARK LOGO: NOS
 BC1376_PROJECTION: FLUSH
 BC1376_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1376_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1376+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2003
 BC1376
 BC1376  HISTORY     - Date     Condition        Report By
 BC1376  HISTORY     - 1978     MONUMENTED       NOS
 BC1376  HISTORY     - 1978     GOOD             FLDNR
 BC1376  HISTORY     - 1978     GOOD             FLDNR
 BC1376  HISTORY     - 20030219 GOOD             FLDEP
 BC1376
 BC1376                          STATION DESCRIPTION
 BC1376
 BC1376'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1376'8.4 MI NW FROM MAYPORT.
 BC1376'BEGIN IN NORTH JACKSONVILLE AT THE INTERSECTION OF STATE ROAD
 BC1376'105, (HECKSCHER DRIVE), AND NEW BERLIN ROAD. PROCEED NORTHERLY
 BC1376'ALONG NEW BERLIN ROAD 3.6 MILES TO CEDAR POINT ROAD, THENCE EAST
 BC1376'ALONG CEDAR POINT ROAD 3.7 MILES TO SAWPIT ROAD, THENCE NORTH
 BC1376'ALONG SAWPIT 3.0 MILES TO A DIRT DRIVEWAY LEADING NORTHEAST TO
 BC1376'THE MARK. MARK BEARS 25 FEET WEST OF THE CENTER LINE OF SAWPIT
 BC1376'CREEK ROAD, 77 FEET SOUTH OF INTERSECTION OF SAWPIT ROAD AND DIRT
 BC1376'DRIVE, 0.3 MILES NORTH OF TIDAL BENCH MARK 0147 F 1978.
 BC1376
 BC1376                          STATION RECOVERY (1978)
 BC1376
 BC1376'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1376'RECOVERED IN GOOD CONDITION.
 BC1376
 BC1376                          STATION RECOVERY (2003)
 BC1376
 BC1376'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BSS)
 BC1376'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, ABOUT 10.0 MI
 BC1376'NORTHEAST OF OCEANWAY,  IN SECTION 38, TOWNSHIP 1 NORTH, RANGE 28
 BC1376'EAST.
 BC1376'
 BC1376'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 BC1376'INTERSTATE  HIGHWAY 295, THE BEGINNING OF STATE HIGHWAY 9A) AND U.S.
 BC1376'HIGHWAY 17, STATE HIGHWAY 5 IN  OCEANWAY, GO NORTHEASTERLY ON U.S.
 BC1376'HIGHWAY 17, STATE HIGHWAY 5 FOR 0.25 MI TO THE  JUNCTION OF NEW BERLIN
 BC1376'ROAD ON THE RIGHT, TURN RIGHT ON NEW BERLIN ROAD AND GO  EASTERLY FOR
 BC1376'4.85 MI TO THE Y-JUNCTION OF CEDAR POINT ROAD, GO EASTERLY ON CEDAR
 BC1376'POINT  ROAD FOR 5.7 MI TO THE JUNCTION OF SAWPIT ROAD ON THE LEFT,
 BC1376'TURN LEFT ON SAWPIT ROAD AND  GO NORTHERLY FOR 3.1 MI TO A DRIVE AT
 BC1376'14020 ON THE RIGHT AND THE MARK ON THE LEFT, SET IN  THE TOP OF A
 BC1376'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH SAWPIT ROAD.
 BC1376'
 BC1376'LOCATED 77.0 FT SOUTH OF THE EXTENDED CENTERLINE OF THE DRIVE AT
 BC1376'14020, 25.0 FT WEST OF  THE APPROXIMATE CENTERLINE OF SAWPIT ROAD AND
 BC1376'1.0 FT EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1377 ***********************************************************************
 BC1377  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1377  DESIGNATION -  872 0143 F TIDAL
 BC1377  PID         -  BC1377
 BC1377  STATE/COUNTY-  FL/DUVAL
 BC1377  COUNTRY     -  US
 BC1377  USGS QUAD   -  MAYPORT (2018)
 BC1377
 BC1377                         *CURRENT SURVEY CONTROL
 BC1377  ______________________________________________________________________
 BC1377* NAD 83(1986) POSITION- 30 29 54.     (N) 081 28 21.     (W)   SCALED
 BC1377* NAVD 88 ORTHO HEIGHT -     3.047 (meters)       10.00  (feet) ADJUSTED
 BC1377  ______________________________________________________________________
 BC1377  GEOID HEIGHT    -        -28.484 (meters)                     GEOID18
 BC1377  DYNAMIC HEIGHT  -          3.043 (meters)        9.98  (feet) COMP
 BC1377  MODELED GRAVITY -    979,376.0   (mgal)                       NAVD 88
 BC1377
 BC1377  VERT ORDER      -  SECOND    CLASS I
 BC1377
 BC1377.The horizontal coordinates were scaled from a map and have
 BC1377.an estimated accuracy of +/- 6 seconds.
 BC1377
 BC1377.The orthometric height was determined by differential leveling and
 BC1377.adjusted by the NATIONAL GEODETIC SURVEY
 BC1377.in October 2007.
 BC1377
 BC1377.No vertical observational check was made to the station.
 BC1377
 BC1377.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1377.GEOID18 height accuracy estimate available here.
 BC1377
 BC1377.This Tidal Bench Mark is designated as VM 5043
 BC1377.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1377
 BC1377.Click photographs - Photos may exist for this station.
 BC1377
 BC1377.The dynamic height is computed by dividing the NAVD 88
 BC1377.geopotential number by the normal gravity value computed on the
 BC1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1377.degrees latitude (g = 980.6199 gals.).
 BC1377
 BC1377.The modeled gravity was interpolated from observed gravity values.
 BC1377
 BC1377;                    North         East    Units  Estimated Accuracy
 BC1377;SPC FL E     -   683,200.      154,640.      MT  (+/- 180 meters Scaled)
 BC1377
 BC1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP546741(NAD 83)
 BC1377
 BC1377                          SUPERSEDED SURVEY CONTROL
 BC1377
 BC1377.No superseded survey control is available for this station.
 BC1377
 BC1377_MARKER: DJ = TIDAL STATION DISK
 BC1377_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1377_STAMPING: 0143 F 1978
 BC1377_MARK LOGO: NOS
 BC1377_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1377
 BC1377  HISTORY     - Date     Condition        Report By
 BC1377  HISTORY     - 1978     MONUMENTED       NOS
 BC1377  HISTORY     - 1978     GOOD             FLDNR
 BC1377  HISTORY     - 1979     GOOD             FLDNR
 BC1377  HISTORY     - 20030219 MARK NOT FOUND   FLDEP
 BC1377
 BC1377                          STATION DESCRIPTION
 BC1377
 BC1377'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1377'7.9 MI NW FROM MAYPORT.
 BC1377'BEGIN IN NORTH JACKSONVILLE AT THE INTERSECTION OF STATE ROAD
 BC1377'105, (HECKSCHER DRIVE), AND NEW BERLIN ROAD. PROCEED NORTHERLY
 BC1377'ALONG NEW BERLIN ROAD 3.6 MILES TO CEDAR POINT ROAD, THENCE EAST
 BC1377'ALONG CEDAR POINT ROAD 3.7 MILES TO SAWPIT ROAD, THENCE NORTH
 BC1377'ALONG SAWPIT ROAD 3.0 MILES TO A DIRT DRIVEWAY LEADING NORTHEAST
 BC1377'TO THE MARK. MARK BEARS 38 FEET EAST OF THE CENTER LINE OF DRIVE
 BC1377'SAWPIT ROAD, 12 FEET NORTHWEST OF A TELEPHONE POLE. THE
 BC1377'MARK IS DIRECTLY UNDER A POWER LINE OVER SAWPIT CREEK.
 BC1377
 BC1377                          STATION RECOVERY (1979)
 BC1377
 BC1377'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1377'RECOVERED IN GOOD CONDITION.
 BC1377
 BC1377                          STATION RECOVERY (2003)
 BC1377
 BC1377'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BSS)
 BC1377'THE MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0934 ***********************************************************************
 DI0934  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0934  DESIGNATION -  872 0143 G TIDAL
 DI0934  PID         -  DI0934
 DI0934  STATE/COUNTY-  FL/DUVAL
 DI0934  COUNTRY     -  US
 DI0934  USGS QUAD   -  AMELIA CITY (2018)
 DI0934
 DI0934                         *CURRENT SURVEY CONTROL
 DI0934  ______________________________________________________________________
 DI0934* NAD 83(1986) POSITION- 30 30 16.     (N) 081 28 25.     (W)   SCALED
 DI0934* NAVD 88 ORTHO HEIGHT -     2.517 (meters)        8.26  (feet) ADJUSTED
 DI0934  ______________________________________________________________________
 DI0934  GEOID HEIGHT    -        -28.482 (meters)                     GEOID18
 DI0934  DYNAMIC HEIGHT  -          2.514 (meters)        8.25  (feet) COMP
 DI0934  MODELED GRAVITY -    979,374.8   (mgal)                       NAVD 88
 DI0934
 DI0934  VERT ORDER      -  SECOND    CLASS I
 DI0934
 DI0934.The horizontal coordinates were scaled from a map and have
 DI0934.an estimated accuracy of +/- 6 seconds.
 DI0934
 DI0934.The orthometric height was determined by differential leveling and
 DI0934.adjusted by the NATIONAL GEODETIC SURVEY
 DI0934.in October 2007.
 DI0934
 DI0934.No vertical observational check was made to the station.
 DI0934
 DI0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0934.GEOID18 height accuracy estimate available here.
 DI0934
 DI0934.This Tidal Bench Mark is designated as VM 19255
 DI0934.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0934
 DI0934.Click photographs - Photos may exist for this station.
 DI0934
 DI0934.The dynamic height is computed by dividing the NAVD 88
 DI0934.geopotential number by the normal gravity value computed on the
 DI0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0934.degrees latitude (g = 980.6199 gals.).
 DI0934
 DI0934.The modeled gravity was interpolated from observed gravity values.
 DI0934
 DI0934;                    North         East    Units  Estimated Accuracy
 DI0934;SPC FL E     -   683,880.      154,540.      MT  (+/- 180 meters Scaled)
 DI0934
 DI0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP545747(NAD 83)
 DI0934
 DI0934                          SUPERSEDED SURVEY CONTROL
 DI0934
 DI0934.No superseded survey control is available for this station.
 DI0934
 DI0934_MARKER: F = FLANGE-ENCASED ROD
 DI0934_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI0934_STAMPING: 0143 G 2004
 DI0934_MARK LOGO: NGS
 DI0934_PROJECTION: FLUSH
 DI0934_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0934+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 DI0934_ROD/PIPE-DEPTH: 14.6 meters
 DI0934
 DI0934  HISTORY     - Date     Condition        Report By
 DI0934  HISTORY     - 20040218 MONUMENTED       FLDEP
 DI0934
 DI0934                          STATION DESCRIPTION
 DI0934
 DI0934'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0934'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, ABOUT 10.0 MI
 DI0934'NORTHEAST OF OCEANWAY,  IN SECTION 38, TOWNSHIP 1 NORTH, RANGE 28
 DI0934'EAST.
 DI0934'
 DI0934'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 DI0934'INTERSTATE  HIGHWAY 295, THE BEGINNING OF STATE HIGHWAY 9A) AND U.S.
 DI0934'HIGHWAY 17, STATE HIGHWAY 5 IN  OCEANWAY, GO NORTHEASTERLY ON U.S.
 DI0934'HIGHWAY 17, STATE HIGHWAY 5 FOR 0.25 MI TO THE  JUNCTION OF NEW BERLIN
 DI0934'ROAD ON THE RIGHT, TURN RIGHT ON NEW BERLIN ROAD AND GO  EASTERLY FOR
 DI0934'4.85 MI TO THE Y-JUNCTION OF CEDAR POINT ROAD, GO EASTERLY ON CEDAR
 DI0934'POINT  ROAD FOR 5.7 MI TO THE JUNCTION OF SAWPIT ROAD ON THE LEFT,
 DI0934'TURN LEFT ON SAWPIT ROAD AND  GO NORTHERLY FOR 3.25 MI TO A DIM TRACK
 DI0934'ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, A  STAINLESS STEEL ROD
 DI0934'DRIVEN TO REFUSAL AT A DEPTH OF 48.0 FT WITH A NGS LOGO CAP FLUSH
 DI0934'WITH GROUND AND LEVEL WITH SAWPIT ROAD, THE DATUM POINT IS RECESSED
 DI0934'0.2 FT BELOW THE  LEVEL OF THE NGS LOGO CAP.
 DI0934'
 DI0934'LOCATED 821.0 FT NORTH OF BENCH MARK 0143 E 1978, 740.0 FT NORTH OF
 DI0934'THE APPROXIMATE  CENTER OF THE DRIVE AT 14020, 33.0 FT SOUTHWEST OF
 DI0934'THE CENTER OF A METAL GATE AND A DIM  TRACK ROAD LEADING NORTHEAST,
 DI0934'30.4 FT EAST OF THE APPROXIMATE CENTERLINE OF SAWPIT  ROAD, 10.5 FT
 DI0934'SOUTH-SOUTHWEST OF A SQUARE POWER POLE NUMBER 14401A 104142, 7.0 FT
 DI0934'EAST  OF POWER POLE NUMBER 14401 F25T WITH 2 GUY WIRES ATTACHED AND
 DI0934'2.0 FT WEST OF A  CARSONITE WITNESS POST.
 DI0934'
 DI0934'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DI0934'
 DI0934'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0908 ***********************************************************************
 DI0908  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0908  DESIGNATION -  872 0143 H TIDAL
 DI0908  PID         -  DI0908
 DI0908  STATE/COUNTY-  FL/DUVAL
 DI0908  COUNTRY     -  US
 DI0908  USGS QUAD   -  AMELIA CITY (2018)
 DI0908
 DI0908                         *CURRENT SURVEY CONTROL
 DI0908  ______________________________________________________________________
 DI0908* NAD 83(1986) POSITION- 30 30 32.     (N) 081 28 29.     (W)   SCALED
 DI0908* NAVD 88 ORTHO HEIGHT -     3.189 (meters)       10.46  (feet) ADJUSTED
 DI0908  ______________________________________________________________________
 DI0908  GEOID HEIGHT    -        -28.481 (meters)                     GEOID18
 DI0908  DYNAMIC HEIGHT  -          3.185 (meters)       10.45  (feet) COMP
 DI0908  MODELED GRAVITY -    979,375.3   (mgal)                       NAVD 88
 DI0908
 DI0908  VERT ORDER      -  SECOND    CLASS I
 DI0908
 DI0908.The horizontal coordinates were scaled from a map and have
 DI0908.an estimated accuracy of +/- 6 seconds.
 DI0908
 DI0908.The orthometric height was determined by differential leveling and
 DI0908.adjusted by the NATIONAL GEODETIC SURVEY
 DI0908.in October 2007.
 DI0908
 DI0908.No vertical observational check was made to the station.
 DI0908
 DI0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0908.GEOID18 height accuracy estimate available here.
 DI0908
 DI0908.This Tidal Bench Mark is designated as VM 19256
 DI0908.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0908
 DI0908.Click photographs - Photos may exist for this station.
 DI0908
 DI0908.The dynamic height is computed by dividing the NAVD 88
 DI0908.geopotential number by the normal gravity value computed on the
 DI0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0908.degrees latitude (g = 980.6199 gals.).
 DI0908
 DI0908.The modeled gravity was interpolated from observed gravity values.
 DI0908
 DI0908;                    North         East    Units  Estimated Accuracy
 DI0908;SPC FL E     -   684,370.      154,430.      MT  (+/- 180 meters Scaled)
 DI0908
 DI0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP544752(NAD 83)
 DI0908
 DI0908                          SUPERSEDED SURVEY CONTROL
 DI0908
 DI0908.No superseded survey control is available for this station.
 DI0908
 DI0908_MARKER: DD = SURVEY DISK
 DI0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0908_STAMPING: 0143 H 2004
 DI0908_MARK LOGO: FLDEP
 DI0908_PROJECTION: FLUSH
 DI0908_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0908+STABILITY: SURFACE MOTION
 DI0908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0908+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 DI0908
 DI0908  HISTORY     - Date     Condition        Report By
 DI0908  HISTORY     - 20040218 MONUMENTED       FLDEP
 DI0908
 DI0908                          STATION DESCRIPTION
 DI0908
 DI0908'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0908'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, ABOUT 10.0 MI
 DI0908'NORTHEAST OF OCEANWAY,  IN SECTION 38, TOWNSHIP 1 NORTH, RANGE 28
 DI0908'EAST.
 DI0908'
 DI0908'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 DI0908'INTERSTATE  HIGHWAY 295, THE BEGINNING OF STATE HIGHWAY 9A) AND U.S.
 DI0908'HIGHWAY 17, STATE HIGHWAY 5 IN  OCEANWAY, GO NORTHEASTERLY ON U.S.
 DI0908'HIGHWAY 17, STATE HIGHWAY 5 FOR 0.25 MI TO THE  JUNCTION OF NEW BERLIN
 DI0908'ROAD ON THE RIGHT, TURN RIGHT ON NEW BERLIN ROAD AND GO  EASTERLY FOR
 DI0908'4.85 MI TO THE Y-JUNCTION OF CEDAR POINT ROAD, GO EASTERLY ON CEDAR
 DI0908'POINT  ROAD FOR 5.7 MI TO THE JUNCTION OF SAWPIT ROAD ON THE LEFT,
 DI0908'TURN LEFT ON SAWPIT ROAD AND  GO NORTHERLY FOR 3.55 MI TO THE ENTRANCE
 DI0908'TO DREDGED MATERIAL MANAGEMENT AREA ON THE  RIGHT AND THE MARK ON THE
 DI0908'RIGHT, 0.1 MI SOUTH OF SHARK ROAD, SET IN THE TOP OF A ROUND  CONCRETE
 DI0908'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH SAWPIT ROAD.
 DI0908'
 DI0908'LOCATED 50.6 FT EAST OF THE CENTERLINE OF SAWPIT ROAD, 19.5 FT SOUTH
 DI0908'OF THE APPROXIMATE  CENTERLINE OF THE ENTRANCE ROAD AND A METAL GATE,
 DI0908'10.0 FT EAST OF A 12-INCH PINE TREE, 4.0  FT WEST OF A 10.0 FT TALL
 DI0908'CHAINLINK FENCE AND 1.3 FT WEST OF A CARSONITE WITNESS POST.
 DI0908'
 DI0908'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI0908'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1374 ***********************************************************************
 BC1374  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1374  DESIGNATION -  872 0143 TIDAL SAWPIT 3
 BC1374  PID         -  BC1374
 BC1374  STATE/COUNTY-  FL/DUVAL
 BC1374  COUNTRY     -  US
 BC1374  USGS QUAD   -  AMELIA CITY (2018)
 BC1374
 BC1374                         *CURRENT SURVEY CONTROL
 BC1374  ______________________________________________________________________
 BC1374* NAD 83(1986) POSITION- 30 30 13.     (N) 081 28 16.     (W)   SCALED
 BC1374* NAVD 88 ORTHO HEIGHT -     2.869 (meters)        9.41  (feet) ADJUSTED
 BC1374  ______________________________________________________________________
 BC1374  GEOID HEIGHT    -        -28.485 (meters)                     GEOID18
 BC1374  DYNAMIC HEIGHT  -          2.865 (meters)        9.40  (feet) COMP
 BC1374  MODELED GRAVITY -    979,374.6   (mgal)                       NAVD 88
 BC1374
 BC1374  VERT ORDER      -  SECOND    CLASS I
 BC1374
 BC1374.The horizontal coordinates were scaled from a map and have
 BC1374.an estimated accuracy of +/- 6 seconds.
 BC1374
 BC1374.The orthometric height was determined by differential leveling and
 BC1374.adjusted by the NATIONAL GEODETIC SURVEY
 BC1374.in October 2007.
 BC1374
 BC1374.No vertical observational check was made to the station.
 BC1374
 BC1374.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1374.GEOID18 height accuracy estimate available here.
 BC1374
 BC1374.This Tidal Bench Mark is designated as VM 5040
 BC1374.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1374
 BC1374.Click photographs - Photos may exist for this station.
 BC1374
 BC1374.The dynamic height is computed by dividing the NAVD 88
 BC1374.geopotential number by the normal gravity value computed on the
 BC1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1374.degrees latitude (g = 980.6199 gals.).
 BC1374
 BC1374.The modeled gravity was interpolated from observed gravity values.
 BC1374
 BC1374;                    North         East    Units  Estimated Accuracy
 BC1374;SPC FL E     -   683,790.      154,780.      MT  (+/- 180 meters Scaled)
 BC1374
 BC1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP547746(NAD 83)
 BC1374
 BC1374                          SUPERSEDED SURVEY CONTROL
 BC1374
 BC1374.No superseded survey control is available for this station.
 BC1374
 BC1374_MARKER: DB = BENCH MARK DISK
 BC1374_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BC1374_STAMPING: SAWPIT NO 3 1934
 BC1374_MARK LOGO: CGS
 BC1374_PROJECTION: RECESSED 10 CENTIMETERS
 BC1374_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1374_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1374+SATELLITE: SATELLITE OBSERVATIONS - 2005
 BC1374
 BC1374  HISTORY     - Date     Condition        Report By
 BC1374  HISTORY     - 1934     MONUMENTED       CGS
 BC1374  HISTORY     - 1978     GOOD             FLDNR
 BC1374  HISTORY     - 2005     GOOD             FLDEP
 BC1374
 BC1374                          STATION DESCRIPTION
 BC1374
 BC1374'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1374'8.3 MI NW FROM MAYPORT.
 BC1374'BEGIN IN NORTH JACKSONVILLE AT THE INTERSECTION OF STATE ROAD
 BC1374'105, (HECKSCHER DRIVE), AND NEW BERLIN ROAD. PROCEED NORTHERLY
 BC1374'ALONG NEW BERLIN ROAD 3.6 MILES TO CEDAR POINT ROAD, THENCE EAST
 BC1374'ALONG CEDAR POINT ROAD 3.7 MILES TO SAWPIT ROAD, THENCE NORTH ALONG
 BC1374'SAWPIT ROAD 3.0 MILES TO A DIRT DRIVEWAY LEADING NORTHEAST TO
 BC1374'THE MARK. MARK BEARS 2 FEET SOUTHEAST OF AN OAK TREE WITH ORANGE
 BC1374'BLAZED TRIANGLE CUT INTO TREE, 78 FEET EAST OF CENTER LINE OF
 BC1374'THE DIRT DRIVE, 52.6 FEET SOUTH OF TIDAL BENCH MARK SAWPIT NO 2
 BC1374'1934.
 BC1374
 BC1374                          STATION RECOVERY (2005)
 BC1374
 BC1374'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (RH)
 BC1374'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, ABOUT 10.0 MI
 BC1374'NORTHEAST OF OCEANWAY  IN SECTION 38, TOWNSHIP 1 NORTH, RANGE 28 EAST.
 BC1374'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 BC1374'INTERSTATE  HIGHWAY 295, THE BEGINNING OF STATE HIGHWAY 9A) AND U.S.
 BC1374'HIGHWAY 17, STATE HIGHWAY 5 IN  OCEANWAY, GO NORTHEASTERLY ON U.S.
 BC1374'HIGHWAY 17, STATE HIGHWAY 5 FOR 0.25 MI TO THE  JUNCTION OF NEW BERLIN
 BC1374'ROAD ON THE RIGHT, TURN RIGHT ON NEW BERLIN ROAD AND GO  EASTERLY ON
 BC1374'4.85 MI TO THE Y-JUNCTION OF CEDAR POINT ROAD, GO EASTERLY ON CEDAR
 BC1374'POINT  ROAD FOR 5.7 MI TO THE JUNCTION OF SAWPIT ROAD ON THE LEFT,
 BC1374'TURN LEFT ON SAWPIT ROAD AND  GO NORTHERLY FOR 3.1 MI TO A DRIVEWAY AT
 BC1374'14020 ON THE RIGHT, TURN RIGHT ON THE DRIVEWAY  AND GO NORTH-NORTHEAST
 BC1374'FOR 44.0 FT TO THE MARK ON THE RIGHT, AN CGS DISK SET IN THE TOP  OF
 BC1374'AN 8-INCH RED TILE PIPE FILLED WITH CONCRETE, RECESSED 0.4 FT BELOW
 BC1374'THE LEVEL OF THE  GROUND AND ABOUT LEVEL WITH THE DRIVEWAY.
 BC1374'
 BC1374'LOCATED APPROXIMATE 510.0 FT NORTH-NORTHEAST OF THE CENTERLINE OF
 BC1374'SAWPIT ROAD,  APPROXIMATE 440.0 FT NORTH-NORTHEAST OF THE CENTER OF
 BC1374'THE METAL GATE ACROSS THE  DRIVEWAY, 71.0 FT EAST OF THE APPROXIMATE
 BC1374'CENTERLINE OF THE DRIVEWAY, 70.6 FT  WEST-SOUTHWEST OF THE SOUTHEAST
 BC1374'CORNER OF A BRICK HOUSE, 52.0 FT NORTH OF BENCH MARK  SAWPIT NO 2
 BC1374'1934, 25.6 FT SOUTH OF THE SOUTHWEST CORNER OF THE BRICK HOUSE (NUMBER
 BC1374'14010) AND 2.8 FT SOUTHEAST OF A 1.3 FT DIAMETER OAK TREE WITH A METAL
 BC1374'JACKSONVILLE  DISTRICT CROPS OF ENGINEERS SURVEY MARKER SIGN (THE SIGN
 BC1374'IS ON THE SOUTHWEST SIDE OF  THE TREE, FACING 90 DEGREE OF THE
 BC1374'BENCHMARK, BENCHMARK IS ON THE SOUTHEAST SIDE OF THE  TREE).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1375 ***********************************************************************
 BC1375  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1375  DESIGNATION -  872 0143 TIDAL SAWPIT 2
 BC1375  PID         -  BC1375
 BC1375  STATE/COUNTY-  FL/DUVAL
 BC1375  COUNTRY     -  US
 BC1375  USGS QUAD   -  AMELIA CITY (2018)
 BC1375
 BC1375                         *CURRENT SURVEY CONTROL
 BC1375  ______________________________________________________________________
 BC1375* NAD 83(1986) POSITION- 30 30 12.     (N) 081 28 16.     (W)   SCALED
 BC1375* NAVD 88 ORTHO HEIGHT -     2.933 (meters)        9.62  (feet) ADJUSTED
 BC1375  ______________________________________________________________________
 BC1375  GEOID HEIGHT    -        -28.485 (meters)                     GEOID18
 BC1375  DYNAMIC HEIGHT  -          2.929 (meters)        9.61  (feet) COMP
 BC1375  MODELED GRAVITY -    979,374.6   (mgal)                       NAVD 88
 BC1375
 BC1375  VERT ORDER      -  SECOND    CLASS I
 BC1375
 BC1375.The horizontal coordinates were scaled from a map and have
 BC1375.an estimated accuracy of +/- 6 seconds.
 BC1375
 BC1375.The orthometric height was determined by differential leveling and
 BC1375.adjusted by the NATIONAL GEODETIC SURVEY
 BC1375.in October 2007.
 BC1375
 BC1375.No vertical observational check was made to the station.
 BC1375
 BC1375.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1375.GEOID18 height accuracy estimate available here.
 BC1375
 BC1375.This Tidal Bench Mark is designated as VM 5039
 BC1375.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1375
 BC1375.Click photographs - Photos may exist for this station.
 BC1375
 BC1375.The dynamic height is computed by dividing the NAVD 88
 BC1375.geopotential number by the normal gravity value computed on the
 BC1375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1375.degrees latitude (g = 980.6199 gals.).
 BC1375
 BC1375.The modeled gravity was interpolated from observed gravity values.
 BC1375
 BC1375;                    North         East    Units  Estimated Accuracy
 BC1375;SPC FL E     -   683,760.      154,780.      MT  (+/- 180 meters Scaled)
 BC1375
 BC1375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP547746(NAD 83)
 BC1375
 BC1375                          SUPERSEDED SURVEY CONTROL
 BC1375
 BC1375.No superseded survey control is available for this station.
 BC1375
 BC1375_MARKER: DB = BENCH MARK DISK
 BC1375_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 BC1375_STAMPING: SAWPIT NO 2 1934
 BC1375_MARK LOGO: CGS
 BC1375_PROJECTION: PROJECTING 5 CENTIMETERS
 BC1375_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1375_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1375_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1375+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2003
 BC1375
 BC1375  HISTORY     - Date     Condition        Report By
 BC1375  HISTORY     - 1934     MONUMENTED       CGS
 BC1375  HISTORY     - 1978     GOOD             FLDNR
 BC1375  HISTORY     - 20030219 GOOD             FLDEP
 BC1375
 BC1375                          STATION DESCRIPTION
 BC1375
 BC1375'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1375'8.3 MI NW FROM MAYPORT.
 BC1375'BEGIN IN NORTH JACKSONVILLE AT THE INTERSECTION OF STATE ROAD
 BC1375'105, (HECKSCHER DRIVE), AND NEW BERLIN ROAD. PROCEED NORTHERLY
 BC1375'ALONG NEW BERLIN ROAD 3.6 MILES TO CEDAR POINT ROAD,THENCE EAST
 BC1375'ALONG CEDAR POINT ROAD 3.7 MILES TO SAWPIT ROAD, THENCE NORTH ALONG
 BC1375'SAWPIT ROAD 3.0 MILES TO THE INTERSECTION OF A DIRT DRIVEWAY
 BC1375'LEADING NORTHEAST TO THE MARK. MARK BEARS 85 FEET SOUTHEAST OF
 BC1375'THE CENTER LINE OF THE DIRT ROAD, 15 FEET SOUTHWEST OF A CLUMP
 BC1375'OF OAK TREES WITH PAINTED BLAZED TRIANGLE CUT INTO THE LARGEST
 BC1375'TREE, 52.4 FEET SOUTH OF TIDAL SAWPIT NO 3 1934.
 BC1375
 BC1375                          STATION RECOVERY (2003)
 BC1375
 BC1375'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BSS)
 BC1375'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, ABOUT 10.0 MI
 BC1375'NORTHEAST OF OCEANWAY,  IN SECTION 38, TOWNSHIP 1 NORTH, RANGE 28
 BC1375'EAST.
 BC1375'
 BC1375'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 BC1375'INTERSTATE  HIGHWAY 295, THE BEGINNING OF STATE HIGHWAY 9A) AND U.S.
 BC1375'HIGHWAY 17, STATE HIGHWAY 5 IN  OCEANWAY, GO NORTHEASTERLY ON U.S.
 BC1375'HIGHWAY 17, STATE HIGHWAY 5 FOR 0.25 MI TO THE  JUNCTION OF NEW BERLIN
 BC1375'ROAD ON THE RIGHT, TURN RIGHT ON NEW BERLIN ROAD AND GO  EASTERLY FOR
 BC1375'4.85 MI TO THE Y-JUNCTION OF CEDAR POINT ROAD, GO EASTERLY ON CEDAR
 BC1375'POINT  ROAD FOR 5.7 MI TO THE JUNCTION OF SAWPIT ROAD ON THE LEFT,
 BC1375'TURN LEFT ON SAWPIT ROAD AND  GO NORTHERLY FOR 3.1 MI TO A DRIVE AT
 BC1375'14020 ON THE RIGHT, TURN RIGHT ON THE DRIVEWAY  AND GO NORTH-NORTHEAST
 BC1375'FOR ABOUT 500.0 FT TO THE MARK ON THE RIGHT, SET IN THE TOP OF  AN
 BC1375'8-INCH TILE PIPE FILLED WITH CONCRETE PROJECTING 0.2 FT ABOVE THE
 BC1375'LEVEL OF THE GROUND  AND ABOUT LEVEL WITH THE DRIVEWAY.
 BC1375'
 BC1375'LOCATED 105.2 FT SOUTHEAST OF THE SOUTHEAST CORNER OF A 1 STORY BRICK
 BC1375'HOUSE AT 14010,  95.0 FT SOUTHEAST OF THE CENTER OF THE DRIVE, 77.3 FT
 BC1375'SOUTH-SOUTHWEST OF THE SOUTHWEST  CORNER OF A 1 STORY BRICK HOUSE AT
 BC1375'14010, 52.0 FT SOUTH-SOUTHWEST OF BENCH MARK SAWPIT  NO 3 1934, 15.0
 BC1375'FT SOUTHWEST OF A 4 OAK TREE CLUSTER WITH A PAINTED BLAZED TRIANGLE
 BC1375'CUT  INTO THE LARGEST TREE, 12.0 FT NORTHWEST OF A 15-INCH PALM TREE
 BC1375'AND 1.0 FT WEST OF A  CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1499 ***********************************************************************
 BC1499  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1499  DESIGNATION -  872 0145 A TIDAL
 BC1499  PID         -  BC1499
 BC1499  STATE/COUNTY-  FL/DUVAL
 BC1499  COUNTRY     -  US
 BC1499  USGS QUAD   -  HEDGES (2018)
 BC1499
 BC1499                         *CURRENT SURVEY CONTROL
 BC1499  ______________________________________________________________________
 BC1499* NAD 83(1986) POSITION- 30 30 11.     (N) 081 32 31.     (W)   SCALED
 BC1499* NAVD 88 ORTHO HEIGHT -     2.025 (meters)        6.64  (feet) ADJUSTED
 BC1499  ______________________________________________________________________
 BC1499  GEOID HEIGHT    -        -28.411 (meters)                     GEOID18
 BC1499  DYNAMIC HEIGHT  -          2.022 (meters)        6.63  (feet) COMP
 BC1499  MODELED GRAVITY -    979,375.9   (mgal)                       NAVD 88
 BC1499
 BC1499  VERT ORDER      -  SECOND    CLASS I
 BC1499
 BC1499.The horizontal coordinates were scaled from a map and have
 BC1499.an estimated accuracy of +/- 6 seconds.
 BC1499
 BC1499.The orthometric height was determined by differential leveling and
 BC1499.adjusted by the NATIONAL GEODETIC SURVEY
 BC1499.in October 2007.
 BC1499
 BC1499.No vertical observational check was made to the station.
 BC1499
 BC1499.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1499.GEOID18 height accuracy estimate available here.
 BC1499
 BC1499.This Tidal Bench Mark is designated as VM 5044
 BC1499.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1499
 BC1499.Click photographs - Photos may exist for this station.
 BC1499
 BC1499.The dynamic height is computed by dividing the NAVD 88
 BC1499.geopotential number by the normal gravity value computed on the
 BC1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1499.degrees latitude (g = 980.6199 gals.).
 BC1499
 BC1499.The modeled gravity was interpolated from observed gravity values.
 BC1499
 BC1499;                    North         East    Units  Estimated Accuracy
 BC1499;SPC FL E     -   683,760.      147,980.      MT  (+/- 180 meters Scaled)
 BC1499
 BC1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP479746(NAD 83)
 BC1499
 BC1499                          SUPERSEDED SURVEY CONTROL
 BC1499
 BC1499.No superseded survey control is available for this station.
 BC1499
 BC1499_MARKER: DJ = TIDAL STATION DISK
 BC1499_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1499_STAMPING: 0145 A 1978
 BC1499_MARK LOGO: NOS
 BC1499_PROJECTION: FLUSH
 BC1499_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1499_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1499+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2003
 BC1499
 BC1499  HISTORY     - Date     Condition        Report By
 BC1499  HISTORY     - 1978     MONUMENTED       NOS
 BC1499  HISTORY     - 1978     GOOD             FLDNR
 BC1499  HISTORY     - 20030218 GOOD             FLDEP
 BC1499
 BC1499                          STATION DESCRIPTION
 BC1499
 BC1499'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1499'9 MI NE FROM OCEANWAY.
 BC1499'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND NEW BERLIN ROAD
 BC1499'AT OCEANWAY. PROCEED EASTERLY ALONG NEW BERLIN ROAD 4.5 MILES
 BC1499'TO CEDAR POINT ROAD, THENCE EASTERLY ALONG CEDAR POINT ROAD 4.5 MILES
 BC1499'TO PUMPKIN HILL ROAD, THENCE NORTHERLY ALONG PUMPKIN HILL ROAD
 BC1499'1.3 MILES TO A DIRT ROAD LEADING TO THE GAGE. PROCEED NORTHERLY
 BC1499'ALONG THE DIRT ROAD 1.8 MILES TO THE MARK. MARK BEARS 32 FEET
 BC1499'SOUTH OF A SMALL BLUFF ON THE SOUTH SIDE OF PUMPKIN HILL CREEK
 BC1499'AT TIGER POINT, 38 FEET EAST OF THE CENTER LINE OF THE DIRT DRIVE
 BC1499'LEADING TO THE GAGE, 0.1 MILE NORTH OF TIDAL BENCH MARK 0145 C 1978.
 BC1499
 BC1499                          STATION RECOVERY (2003)
 BC1499
 BC1499'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BSS)
 BC1499'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, ABOUT 10.0 MI
 BC1499'NORTHEAST OF OCEANWAY,  IN SECTION 18, TOWNSHIP 1 NORTH, RANGE 28
 BC1499'EAST.
 BC1499'
 BC1499'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 BC1499'INTERSTATE  HIGHWAY 295, THE BEGINNING OF STATE HIGHWAY 9A) AND U.S.
 BC1499'HIGHWAY 17, STATE HIGHWAY 5 IN  OCEANWAY, GO NORTHEASTERLY ON U.S.
 BC1499'HIGHWAY 17, STATE HIGHWAY 5 FOR 0.25 MI TO THE  JUNCTION OF NEW BERLIN
 BC1499'ROAD ON THE RIGHT, TURN RIGHT ON NEW BERLIN ROAD AND GO  EASTERLY FOR
 BC1499'4.85 MI TO THE Y-JUNCTION OF CEDAR POINT ROAD, GO EASTERLY ON CEDAR
 BC1499'POINT  ROAD FOR 2.05 MI TO THE JUNCTION OF BONEY ROAD ON THE LEFT,
 BC1499'TURN LEFT ON BONEY ROAD AND  GO NORTH FOR 3.45 MI TO THE T-JUNCTION OF
 BC1499'STARRATT ROAD, TURN LEFT ON STARRATT ROAD  AND GO WEST FOR ABOUT 252.0
 BC1499'FT TO A DRIVE ON THE RIGHT (APPROXIMATELY 88.0 FT EAST OF THE
 BC1499'CENTERLINE OF GROVE ROAD), TURN RIGHT ON THE DIRT DRIVE AND GO NORTH
 BC1499'FOR ABOUT 170.0 FT  TO A SECOND DRIVE ON THE RIGHT, TURN RIGHT ON THE
 BC1499'DRIVE AND GO NORTHEAST FOR 0.25 MI TO  THE PRIVATE RESIDENCE (AT 4061)
 BC1499'AND THE MARK, SET IN THE TOP OF A CONCRETE MONUMENT  FLUSH WITH THE
 BC1499'GROUND.
 BC1499'
 BC1499'LOCATED 50.5 FT NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 BC1499'RETAINING WALL ON  THE SOUTH SIDE OF A CONCRETE BOAT RAMP, 31.8 FT
 BC1499'NORTH-NORTHWEST OF A 10-INCH GATE  POST ALONG THE SOUTHEAST SIDE OF
 BC1499'THE PROPERTY, 45.0 FT WEST OF EDWARDS CREEK AND 8.0 FT  EAST OF A
 BC1499'15-INCH PINE TREE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1498 ***********************************************************************
 BC1498  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1498  DESIGNATION -  872 0145 B TIDAL
 BC1498  PID         -  BC1498
 BC1498  STATE/COUNTY-  FL/DUVAL
 BC1498  COUNTRY     -  US
 BC1498  USGS QUAD   -  HEDGES (2018)
 BC1498
 BC1498                         *CURRENT SURVEY CONTROL
 BC1498  ______________________________________________________________________
 BC1498* NAD 83(1986) POSITION- 30 30 10.     (N) 081 32 35.     (W)   SCALED
 BC1498* NAVD 88 ORTHO HEIGHT -     3.585 (meters)       11.76  (feet) ADJUSTED
 BC1498  ______________________________________________________________________
 BC1498  GEOID HEIGHT    -        -28.409 (meters)                     GEOID18
 BC1498  DYNAMIC HEIGHT  -          3.580 (meters)       11.75  (feet) COMP
 BC1498  MODELED GRAVITY -    979,375.9   (mgal)                       NAVD 88
 BC1498
 BC1498  VERT ORDER      -  SECOND    CLASS I
 BC1498
 BC1498.The horizontal coordinates were scaled from a map and have
 BC1498.an estimated accuracy of +/- 6 seconds.
 BC1498
 BC1498.The orthometric height was determined by differential leveling and
 BC1498.adjusted by the NATIONAL GEODETIC SURVEY
 BC1498.in October 2007.
 BC1498
 BC1498.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1498.GEOID18 height accuracy estimate available here.
 BC1498
 BC1498.This Tidal Bench Mark is designated as VM 5045
 BC1498.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1498
 BC1498.Click photographs - Photos may exist for this station.
 BC1498
 BC1498.The dynamic height is computed by dividing the NAVD 88
 BC1498.geopotential number by the normal gravity value computed on the
 BC1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1498.degrees latitude (g = 980.6199 gals.).
 BC1498
 BC1498.The modeled gravity was interpolated from observed gravity values.
 BC1498
 BC1498;                    North         East    Units  Estimated Accuracy
 BC1498;SPC FL E     -   683,730.      147,870.      MT  (+/- 180 meters Scaled)
 BC1498
 BC1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP478746(NAD 83)
 BC1498
 BC1498                          SUPERSEDED SURVEY CONTROL
 BC1498
 BC1498.No superseded survey control is available for this station.
 BC1498
 BC1498_MARKER: DJ = TIDAL STATION DISK
 BC1498_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1498_STAMPING: 0145 B 1978
 BC1498_MARK LOGO: NOS
 BC1498_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1498
 BC1498  HISTORY     - Date     Condition        Report By
 BC1498  HISTORY     - 1978     MONUMENTED       NOS
 BC1498  HISTORY     - 1978     GOOD             FLDNR
 BC1498  HISTORY     - 20030218 MARK NOT FOUND   FLDEP
 BC1498
 BC1498                          STATION DESCRIPTION
 BC1498
 BC1498'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1498'9 MI NE FROM OCEANWAY.
 BC1498'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND NEW BERLIN ROAD
 BC1498'AT OCEANWAY. PROCEED EASTERLY ALONG NEW BERLIN ROAD 4.5 MILES
 BC1498'TO CEDAR POINT ROAD, THENCE EASTERLY ALONG CEDAR POINT ROAD 4.5
 BC1498'MILES TO PUMPKIN HILL ROAD, THENCE NORTHERLY ALONG PIMPKIN HILL
 BC1498'ROAD 1.3 MILES TO A DIRT ROAD LEADING TO THE GAGE. PROCEED NORTHERLY
 BC1498'ALONG THE DIRT ROAD 1.8 MILES TO THE MARK. MARK BEARS 57 FEET
 BC1498'SOUTH OF A SMALL BLUFF ON THE SOUTH SIDE OF PUMPKIN HILL CREEK
 BC1498'AT TIGER POINT, 30.5 FEET SOUTH OF CENTER LINE OF THE DIRT DRIVE
 BC1498'LEADING TO THE GAGE, 143 FEET WEST OF TIDAL BENCH MARK 0145 A 1978.
 BC1498
 BC1498                          STATION RECOVERY (2003)
 BC1498
 BC1498'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BSS)
 BC1498'THE MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1497 ***********************************************************************
 BC1497  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1497  DESIGNATION -  872 0145 C TIDAL
 BC1497  PID         -  BC1497
 BC1497  STATE/COUNTY-  FL/DUVAL
 BC1497  COUNTRY     -  US
 BC1497  USGS QUAD   -  HEDGES (2018)
 BC1497
 BC1497                         *CURRENT SURVEY CONTROL
 BC1497  ______________________________________________________________________
 BC1497* NAD 83(1986) POSITION- 30 30 06.     (N) 081 32 37.     (W)   SCALED
 BC1497* NAVD 88 ORTHO HEIGHT -     5.649 (meters)       18.53  (feet) ADJUSTED
 BC1497  ______________________________________________________________________
 BC1497  GEOID HEIGHT    -        -28.408 (meters)                     GEOID18
 BC1497  DYNAMIC HEIGHT  -          5.642 (meters)       18.51  (feet) COMP
 BC1497  MODELED GRAVITY -    979,375.8   (mgal)                       NAVD 88
 BC1497
 BC1497  VERT ORDER      -  SECOND    CLASS I
 BC1497
 BC1497.The horizontal coordinates were scaled from a map and have
 BC1497.an estimated accuracy of +/- 6 seconds.
 BC1497
 BC1497.The orthometric height was determined by differential leveling and
 BC1497.adjusted by the NATIONAL GEODETIC SURVEY
 BC1497.in October 2007.
 BC1497
 BC1497.No vertical observational check was made to the station.
 BC1497
 BC1497.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1497.GEOID18 height accuracy estimate available here.
 BC1497
 BC1497.This Tidal Bench Mark is designated as VM 5046
 BC1497.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1497
 BC1497.Click photographs - Photos may exist for this station.
 BC1497
 BC1497.The dynamic height is computed by dividing the NAVD 88
 BC1497.geopotential number by the normal gravity value computed on the
 BC1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1497.degrees latitude (g = 980.6199 gals.).
 BC1497
 BC1497.The modeled gravity was interpolated from observed gravity values.
 BC1497
 BC1497;                    North         East    Units  Estimated Accuracy
 BC1497;SPC FL E     -   683,600.      147,820.      MT  (+/- 180 meters Scaled)
 BC1497
 BC1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP478745(NAD 83)
 BC1497
 BC1497                          SUPERSEDED SURVEY CONTROL
 BC1497
 BC1497.No superseded survey control is available for this station.
 BC1497
 BC1497_MARKER: DJ = TIDAL STATION DISK
 BC1497_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1497_STAMPING: 0145 C 1978
 BC1497_MARK LOGO: NOS
 BC1497_PROJECTION: RECESSED 5 CENTIMETERS
 BC1497_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1497+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2003
 BC1497
 BC1497  HISTORY     - Date     Condition        Report By
 BC1497  HISTORY     - 1978     MONUMENTED       NOS
 BC1497  HISTORY     - 1978     GOOD             FLDNR
 BC1497  HISTORY     - 20030218 GOOD             FLDEP
 BC1497
 BC1497                          STATION DESCRIPTION
 BC1497
 BC1497'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1497'RECOVERED IN GOOD CONDITION.
 BC1497
 BC1497                          STATION RECOVERY (2003)
 BC1497
 BC1497'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BSS)
 BC1497'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, ABOUT 10.0 MI
 BC1497'NORTHEAST OF OCEANWAY,  IN SECTION 18, TOWNSHIP 1 NORTH, RANGE 28
 BC1497'EAST.
 BC1497'
 BC1497'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 BC1497'INTERSTATE  HIGHWAY 295, THE BEGINNING OF STATE HIGHWAY 9A) AND U.S.
 BC1497'HIGHWAY 17, STATE HIGHWAY 5 IN  OCEANWAY, GO NORTHEASTERLY ON U.S.
 BC1497'HIGHWAY 17, STATE HIGHWAY 5 FOR 0.25 MI TO THE  JUNCTION OF NEW BERLIN
 BC1497'ROAD ON THE RIGHT, TURN RIGHT ON NEW BERLIN ROAD AND GO  EASTERLY FOR
 BC1497'4.85 MI TO THE Y-JUNCTION OF CEDAR POINT ROAD, GO EASTERLY ON CEDAR
 BC1497'POINT  ROAD FOR 2.05 MI TO THE JUNCTION OF BONEY ROAD ON THE LEFT,
 BC1497'TURN LEFT ON BONEY ROAD AND  GO NORTH FOR 3.45 MI TO THE T-JUNCTION OF
 BC1497'STARRATT ROAD, TURN LEFT ON STARRATT ROAD  AND GO WEST FOR ABOUT 252.0
 BC1497'FT TO A DRIVE ON THE RIGHT (APPROXIMATELY 88.0 FT EAST OF THE
 BC1497'CENTERLINE OF GROVE ROAD), TURN RIGHT ON THE DIRT DRIVE AND GO NORTH
 BC1497'FOR ABOUT 170.0 FT  TO A SECOND DRIVE ON THE RIGHT, TURN RIGHT ON THE
 BC1497'DRIVE AND GO NORTHEAST FOR 0.1 MI TO  THE MARK ON THE RIGHT, A DISK
 BC1497'CRIMPED TO A COPPER CLAD STEEL ROD AND ENCASED IN A 4-INCH  PVC PIPE
 BC1497'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE DRIVE.
 BC1497'
 BC1497'LOCATED 116.0 FT SOUTHEAST OF THE SOUTHEAST CORNER OF A MOBIL HOME,
 BC1497'49.5 FT  NORTH-NORTHEAST OF A POWER POLE NUMBER 4071, 40.0 FT
 BC1497'EAST-NORTHEAST OF THE  APPROXIMATE CENTERLINE OF THE DRIVEWAY TO THE
 BC1497'MOBIL HOME, 27.2 FT SOUTHEAST OF THE  SOUTHEAST CORNER OF A HOGWIRE
 BC1497'FENCE, 12.0 FT SOUTH-SOUTHEAST OF THE APPROXIMATE  CENTERLINE OF THE
 BC1497'DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1496 ***********************************************************************
 BC1496  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1496  DESIGNATION -  872 0145 D TIDAL
 BC1496  PID         -  BC1496
 BC1496  STATE/COUNTY-  FL/DUVAL
 BC1496  COUNTRY     -  US
 BC1496  USGS QUAD   -  HEDGES (2018)
 BC1496
 BC1496                         *CURRENT SURVEY CONTROL
 BC1496  ______________________________________________________________________
 BC1496* NAD 83(1986) POSITION- 30 30 04.     (N) 081 32 43.     (W)   SCALED
 BC1496* NAVD 88 ORTHO HEIGHT -     7.402 (meters)       24.28  (feet) ADJUSTED
 BC1496  ______________________________________________________________________
 BC1496  GEOID HEIGHT    -        -28.407 (meters)                     GEOID18
 BC1496  DYNAMIC HEIGHT  -          7.393 (meters)       24.26  (feet) COMP
 BC1496  MODELED GRAVITY -    979,375.8   (mgal)                       NAVD 88
 BC1496
 BC1496  VERT ORDER      -  SECOND    CLASS I
 BC1496
 BC1496.The horizontal coordinates were scaled from a map and have
 BC1496.an estimated accuracy of +/- 6 seconds.
 BC1496
 BC1496.The orthometric height was determined by differential leveling and
 BC1496.adjusted by the NATIONAL GEODETIC SURVEY
 BC1496.in October 2007.
 BC1496
 BC1496.No vertical observational check was made to the station.
 BC1496
 BC1496.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1496.GEOID18 height accuracy estimate available here.
 BC1496
 BC1496.This Tidal Bench Mark is designated as VM 5047
 BC1496.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1496
 BC1496.Click photographs - Photos may exist for this station.
 BC1496
 BC1496.The dynamic height is computed by dividing the NAVD 88
 BC1496.geopotential number by the normal gravity value computed on the
 BC1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1496.degrees latitude (g = 980.6199 gals.).
 BC1496
 BC1496.The modeled gravity was interpolated from observed gravity values.
 BC1496
 BC1496;                    North         East    Units  Estimated Accuracy
 BC1496;SPC FL E     -   683,540.      147,660.      MT  (+/- 180 meters Scaled)
 BC1496
 BC1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP476744(NAD 83)
 BC1496
 BC1496                          SUPERSEDED SURVEY CONTROL
 BC1496
 BC1496.No superseded survey control is available for this station.
 BC1496
 BC1496_MARKER: DJ = TIDAL STATION DISK
 BC1496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1496_STAMPING: 0145 D 1978
 BC1496_MARK LOGO: NOS
 BC1496_PROJECTION: FLUSH
 BC1496_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1496+STABILITY: SURFACE MOTION
 BC1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1496+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2003
 BC1496
 BC1496  HISTORY     - Date     Condition        Report By
 BC1496  HISTORY     - 1978     MONUMENTED       NOS
 BC1496  HISTORY     - 1978     GOOD             FLDNR
 BC1496  HISTORY     - 20030218 GOOD             FLDEP
 BC1496
 BC1496                          STATION DESCRIPTION
 BC1496
 BC1496'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1496'RECOVERED IN GOOD CONDITION.
 BC1496
 BC1496                          STATION RECOVERY (2003)
 BC1496
 BC1496'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BSS)
 BC1496'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, ABOUT 10.0 MI
 BC1496'NORTHEAST OF OCEANWAY,  IN SECTION 18, TOWNSHIP 1 NORTH, RANGE 28
 BC1496'EAST.
 BC1496'
 BC1496'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 BC1496'INTERSTATE  HIGHWAY 295, THE BEGINNING OF STATE HIGHWAY 9A) AND U.S.
 BC1496'HIGHWAY 17, STATE HIGHWAY 5 IN  OCEANWAY, GO NORTHEASTERLY ON U.S.
 BC1496'HIGHWAY 17, STATE HIGHWAY 5 FOR 0.25 MI TO THE  JUNCTION OF NEW BERLIN
 BC1496'ROAD ON THE RIGHT, TURN RIGHT ON NEW BERLIN ROAD AND GO  EASTERLY FOR
 BC1496'4.85 MI TO THE Y-JUNCTION OF CEDAR POINT ROAD, GO EASTERLY ON CEDAR
 BC1496'POINT  ROAD FOR 2.05 MI TO THE JUNCTION OF BONEY ROAD ON THE LEFT,
 BC1496'TURN LEFT ON BONEY ROAD AND  GO NORTH FOR 3.45 MI TO THE T-JUNCTION OF
 BC1496'STARRATT ROAD, TURN LEFT ON STARRATT ROAD  AND GO WEST FOR ABOUT 252.0
 BC1496'FT TO A DRIVE ON THE RIGHT (APPROXIMATELY 88.0 FT EAST OF THE
 BC1496'CENTERLINE OF GROVE ROAD), TURN RIGHT ON THE DIRT DRIVE AND GO NORTH
 BC1496'FOR ABOUT 170.0 FT  TO A SECOND DRIVE ON THE RIGHT AND THE MARK ON THE
 BC1496'RIGHT, SET IN THE TOP OF A CONCRETE  MONUMENT FLUSH WITH THE GROUND
 BC1496'AND LEVEL WITH THE DRIVEWAY.
 BC1496'
 BC1496'LOCATED 26.0 FT NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 BC1496'ROAD LEADING  NORTHEAST, 18.0 FT EAST OF THE CENTER OF A DRIVEWAY
 BC1496'LEADING NORTH AND 1.0 FT SOUTH OF A  CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1495 ***********************************************************************
 BC1495  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1495  DESIGNATION -  872 0145 E TIDAL
 BC1495  PID         -  BC1495
 BC1495  STATE/COUNTY-  FL/DUVAL
 BC1495  COUNTRY     -  US
 BC1495  USGS QUAD   -  HEDGES (2018)
 BC1495
 BC1495                         *CURRENT SURVEY CONTROL
 BC1495  ______________________________________________________________________
 BC1495* NAD 83(1986) POSITION- 30 29 59.     (N) 081 32 43.     (W)   SCALED
 BC1495* NAVD 88 ORTHO HEIGHT -     7.296 (meters)       23.94  (feet) ADJUSTED
 BC1495  ______________________________________________________________________
 BC1495  GEOID HEIGHT    -        -28.406 (meters)                     GEOID18
 BC1495  DYNAMIC HEIGHT  -          7.287 (meters)       23.91  (feet) COMP
 BC1495  MODELED GRAVITY -    979,376.2   (mgal)                       NAVD 88
 BC1495
 BC1495  VERT ORDER      -  SECOND    CLASS I
 BC1495
 BC1495.The horizontal coordinates were scaled from a map and have
 BC1495.an estimated accuracy of +/- 6 seconds.
 BC1495
 BC1495.The orthometric height was determined by differential leveling and
 BC1495.adjusted by the NATIONAL GEODETIC SURVEY
 BC1495.in October 2007.
 BC1495
 BC1495.No vertical observational check was made to the station.
 BC1495
 BC1495.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1495.GEOID18 height accuracy estimate available here.
 BC1495
 BC1495.This Tidal Bench Mark is designated as VM 5048
 BC1495.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1495
 BC1495.Click photographs - Photos may exist for this station.
 BC1495
 BC1495.The dynamic height is computed by dividing the NAVD 88
 BC1495.geopotential number by the normal gravity value computed on the
 BC1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1495.degrees latitude (g = 980.6199 gals.).
 BC1495
 BC1495.The modeled gravity was interpolated from observed gravity values.
 BC1495
 BC1495;                    North         East    Units  Estimated Accuracy
 BC1495;SPC FL E     -   683,390.      147,660.      MT  (+/- 180 meters Scaled)
 BC1495
 BC1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP476742(NAD 83)
 BC1495
 BC1495                          SUPERSEDED SURVEY CONTROL
 BC1495
 BC1495.No superseded survey control is available for this station.
 BC1495
 BC1495_MARKER: DB = BENCH MARK DISK
 BC1495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1495_STAMPING: 0145 E 1978
 BC1495_MARK LOGO: NOS
 BC1495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1495+STABILITY: SURFACE MOTION
 BC1495
 BC1495  HISTORY     - Date     Condition        Report By
 BC1495  HISTORY     - 1978     MONUMENTED       NOS
 BC1495  HISTORY     - 1978     GOOD             FLDNR
 BC1495  HISTORY     - 20030218 MARK NOT FOUND   FLDEP
 BC1495
 BC1495                          STATION DESCRIPTION
 BC1495
 BC1495'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1495'9 MI NE FROM OCEANWAY.
 BC1495'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND NEW BERLIN ROAD
 BC1495'AT OCEANWAY, FLORIDA. PROCEED EASTERLY ALONG NEW BERLIN ROAD 4.5
 BC1495'MILES TO CEDAR POINT ROAD, THENCE EASTERLY ALONG CEDAR POINT ROAD
 BC1495'4.5 MILES TO PUMPKIN HILL ROAD, THENCE NORTHERLY ALONG PUMPKIN HILL
 BC1495'ROAD 1.3 MILES TO A DIRT ROAD, PROCEED NORTHERLY ALONG THE DIRT
 BC1495'ROAD 1.4 MILES TO THE MARK. MARK BEARS 0.2 MILES SOUTHERLY OF
 BC1495'TIDAL BENCH MARK 0145 D 1978, 18 FEET WEST OF DIRT ROAD
 BC1495
 BC1495                          STATION RECOVERY (2003)
 BC1495
 BC1495'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BSS)
 BC1495'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0918 ***********************************************************************
 DI0918  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0918  DESIGNATION -  872 0145 F TIDAL
 DI0918  PID         -  DI0918
 DI0918  STATE/COUNTY-  FL/DUVAL
 DI0918  COUNTRY     -  US
 DI0918  USGS QUAD   -  HEDGES (2018)
 DI0918
 DI0918                         *CURRENT SURVEY CONTROL
 DI0918  ______________________________________________________________________
 DI0918* NAD 83(1986) POSITION- 30 30 02.     (N) 081 32 42.     (W)   SCALED
 DI0918* NAVD 88 ORTHO HEIGHT -     7.653 (meters)       25.11  (feet) ADJUSTED
 DI0918  ______________________________________________________________________
 DI0918  GEOID HEIGHT    -        -28.407 (meters)                     GEOID18
 DI0918  DYNAMIC HEIGHT  -          7.643 (meters)       25.08  (feet) COMP
 DI0918  MODELED GRAVITY -    979,375.7   (mgal)                       NAVD 88
 DI0918
 DI0918  VERT ORDER      -  SECOND    CLASS I
 DI0918
 DI0918.The horizontal coordinates were scaled from a map and have
 DI0918.an estimated accuracy of +/- 6 seconds.
 DI0918
 DI0918.The orthometric height was determined by differential leveling and
 DI0918.adjusted by the NATIONAL GEODETIC SURVEY
 DI0918.in October 2007.
 DI0918
 DI0918.No vertical observational check was made to the station.
 DI0918
 DI0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0918.GEOID18 height accuracy estimate available here.
 DI0918
 DI0918.This Tidal Bench Mark is designated as VM 18596
 DI0918.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0918
 DI0918.Click photographs - Photos may exist for this station.
 DI0918
 DI0918.The dynamic height is computed by dividing the NAVD 88
 DI0918.geopotential number by the normal gravity value computed on the
 DI0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0918.degrees latitude (g = 980.6199 gals.).
 DI0918
 DI0918.The modeled gravity was interpolated from observed gravity values.
 DI0918
 DI0918;                    North         East    Units  Estimated Accuracy
 DI0918;SPC FL E     -   683,480.      147,680.      MT  (+/- 180 meters Scaled)
 DI0918
 DI0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP477743(NAD 83)
 DI0918
 DI0918                          SUPERSEDED SURVEY CONTROL
 DI0918
 DI0918.No superseded survey control is available for this station.
 DI0918
 DI0918_MARKER: DD = SURVEY DISK
 DI0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0918_STAMPING: 0145 F 2004
 DI0918_MARK LOGO: FLDEP
 DI0918_PROJECTION: FLUSH
 DI0918_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0918+STABILITY: SURFACE MOTION
 DI0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0918+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2004
 DI0918
 DI0918  HISTORY     - Date     Condition        Report By
 DI0918  HISTORY     - 20040710 MONUMENTED       FLDEP
 DI0918
 DI0918                          STATION DESCRIPTION
 DI0918
 DI0918'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI0918'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, ABOUT 10.0 MI
 DI0918'NORTHEAST OF OCEANWAY,  IN SECTION 18, TOWNSHIP 1 NORTH, RANGE 28
 DI0918'EAST.
 DI0918'
 DI0918'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 DI0918'INTERSTATE  HIGHWAY 295, THE BEGINNING OF STATE HIGHWAY 9A) AND U.S.
 DI0918'HIGHWAY 17, STATE HIGHWAY 5 IN  OCEANWAY, GO NORTHEASTERLY ON U.S.
 DI0918'HIGHWAY 17, STATE HIGHWAY 5 FOR 0.25 MI TO THE  JUNCTION OF NEW BERLIN
 DI0918'ROAD ON THE RIGHT, TURN RIGHT ON NEW BERLIN ROAD AND GO  EASTERLY FOR
 DI0918'4.85 MI TO THE Y-JUNCTION OF CEDAR POINT ROAD, GO EASTERLY ON CEDAR
 DI0918'POINT  ROAD FOR 2.05 MI TO THE JUNCTION OF BONEY ROAD ON THE LEFT,
 DI0918'TURN LEFT ON BONEY ROAD AND  GO NORTH FOR 3.45 MI TO THE T-JUNCTION OF
 DI0918'STARRATT ROAD, TURN LEFT ON STARRATT ROAD  AND GO WEST FOR ABOUT 252.0
 DI0918'FT TO A DRIVE ON THE RIGHT (APPROXIMATELY 88.0 FT EAST OF THE
 DI0918'CENTERLINE OF GROVE ROAD) AND THE MARK ON THE RIGHT, SET IN THE TOP OF
 DI0918'A ROUND  CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH
 DI0918'STARRATT ROAD.
 DI0918'
 DI0918'LOCATED 42.0 FT EAST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY
 DI0918'LEADING NORTH (AT 4051),  41.5 FT NORTH OF THE CENTERLINE OF STARRATT
 DI0918'ROAD, 25.0 FT SOUTH OF THE APPROXIMATE  CENTERLINE OF THE DRIVEWAY
 DI0918'LEADING NORTHEAST (AT 4061) AND 2.5 FT SOUTH OF A CUT-OFF  POWER POLE
 DI0918'AND A CARSONITE WITNESS POST.
 DI0918'
 DI0918'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI0918'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0919 ***********************************************************************
 DI0919  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0919  DESIGNATION -  872 0145 G TIDAL
 DI0919  PID         -  DI0919
 DI0919  STATE/COUNTY-  FL/DUVAL
 DI0919  COUNTRY     -  US
 DI0919  USGS QUAD   -  HEDGES (2018)
 DI0919
 DI0919                         *CURRENT SURVEY CONTROL
 DI0919  ______________________________________________________________________
 DI0919* NAD 83(1986) POSITION- 30 30 01.     (N) 081 32 38.     (W)   SCALED
 DI0919* NAVD 88 ORTHO HEIGHT -     7.080 (meters)       23.23  (feet) ADJUSTED
 DI0919  ______________________________________________________________________
 DI0919  GEOID HEIGHT    -        -28.408 (meters)                     GEOID18
 DI0919  DYNAMIC HEIGHT  -          7.071 (meters)       23.20  (feet) COMP
 DI0919  MODELED GRAVITY -    979,375.7   (mgal)                       NAVD 88
 DI0919
 DI0919  VERT ORDER      -  SECOND    CLASS I
 DI0919
 DI0919.The horizontal coordinates were scaled from a map and have
 DI0919.an estimated accuracy of +/- 6 seconds.
 DI0919
 DI0919.The orthometric height was determined by differential leveling and
 DI0919.adjusted by the NATIONAL GEODETIC SURVEY
 DI0919.in October 2007.
 DI0919
 DI0919.No vertical observational check was made to the station.
 DI0919
 DI0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0919.GEOID18 height accuracy estimate available here.
 DI0919
 DI0919.This Tidal Bench Mark is designated as VM 19258
 DI0919.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0919
 DI0919.Click photographs - Photos may exist for this station.
 DI0919
 DI0919.The dynamic height is computed by dividing the NAVD 88
 DI0919.geopotential number by the normal gravity value computed on the
 DI0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0919.degrees latitude (g = 980.6199 gals.).
 DI0919
 DI0919.The modeled gravity was interpolated from observed gravity values.
 DI0919
 DI0919;                    North         East    Units  Estimated Accuracy
 DI0919;SPC FL E     -   683,450.      147,790.      MT  (+/- 180 meters Scaled)
 DI0919
 DI0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP478743(NAD 83)
 DI0919
 DI0919                          SUPERSEDED SURVEY CONTROL
 DI0919
 DI0919.No superseded survey control is available for this station.
 DI0919
 DI0919_MARKER: DD = SURVEY DISK
 DI0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0919_STAMPING: 0145 G 2004
 DI0919_MARK LOGO: FLDEP
 DI0919_PROJECTION: RECESSED 5 CENTIMETERS
 DI0919_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0919+STABILITY: SURFACE MOTION
 DI0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0919+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2004
 DI0919
 DI0919  HISTORY     - Date     Condition        Report By
 DI0919  HISTORY     - 20040710 MONUMENTED       FLDEP
 DI0919
 DI0919                          STATION DESCRIPTION
 DI0919
 DI0919'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI0919'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, ABOUT 10.0 MI
 DI0919'NORTHEAST OF OCEANWAY,  IN SECTION 18, TOWNSHIP 1 NORTH, RANGE 28
 DI0919'EAST.
 DI0919'
 DI0919'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 DI0919'INTERSTATE  HIGHWAY 295, THE BEGINNING OF STATE HIGHWAY 9A) AND U.S.
 DI0919'HIGHWAY 17, STATE HIGHWAY 5 IN  OCEANWAY, GO NORTHEASTERLY ON U.S.
 DI0919'HIGHWAY 17, STATE HIGHWAY 5 FOR 0.25 MI TO THE  JUNCTION OF NEW BERLIN
 DI0919'ROAD ON THE RIGHT, TURN RIGHT ON NEW BERLIN ROAD AND GO  EASTERLY FOR
 DI0919'4.85 MI TO THE Y-JUNCTION OF CEDAR POINT ROAD, GO EASTERLY ON CEDAR
 DI0919'POINT  ROAD FOR 2.05 MI TO THE JUNCTION OF BONEY ROAD ON THE LEFT,
 DI0919'TURN LEFT ON BONEY ROAD AND  GO NORTH FOR 3.45 MI TO THE T-JUNCTION OF
 DI0919'STARRATT ROAD AND THE MARK ON THE RIGHT,  SET IN THE TOP OF A ROUND
 DI0919'CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE  GROUND AND
 DI0919'ABOUT LEVEL WITH BONEY ROAD.
 DI0919'
 DI0919'LOCATED 44.0 FT NORTHEAST OF THE APPROXIMATE CENTERLINE BONEY ROAD,
 DI0919'41.0 FT  EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A DRAIN, 27.3 FT
 DI0919'SOUTH OF THE APPROXIMATE  CENTERLINE OF STARRATT ROAD, 25.0 FT
 DI0919'EAST-SOUTHEAST OF POWER POLE NUMBER 4098, 40T  WITH 1 LIGHT AND TWO
 DI0919'GUY WIRES ATTACHED AND 1.0 FT NORTH OF A CARSONITE WITNESS POST.
 DI0919'
 DI0919'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI0919'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1389 ***********************************************************************
 BC1389  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1389  DESIGNATION -  872 0148 A TIDAL
 BC1389  PID         -  BC1389
 BC1389  STATE/COUNTY-  FL/DUVAL
 BC1389  COUNTRY     -  US
 BC1389  USGS QUAD   -  AMELIA CITY (2018)
 BC1389
 BC1389                         *CURRENT SURVEY CONTROL
 BC1389  ______________________________________________________________________
 BC1389* NAD 83(1986) POSITION- 30 30 03.     (N) 081 29 39.     (W)   SCALED
 BC1389* NAVD 88 ORTHO HEIGHT -     1.417 (meters)        4.65  (feet) ADJUSTED
 BC1389  ______________________________________________________________________
 BC1389  GEOID HEIGHT    -        -28.460 (meters)                     GEOID18
 BC1389  DYNAMIC HEIGHT  -          1.415 (meters)        4.64  (feet) COMP
 BC1389  MODELED GRAVITY -    979,374.8   (mgal)                       NAVD 88
 BC1389
 BC1389  VERT ORDER      -  SECOND    CLASS I
 BC1389
 BC1389.The horizontal coordinates were scaled from a map and have
 BC1389.an estimated accuracy of +/- 6 seconds.
 BC1389
 BC1389.The orthometric height was determined by differential leveling and
 BC1389.adjusted by the NATIONAL GEODETIC SURVEY
 BC1389.in October 2007.
 BC1389
 BC1389.No vertical observational check was made to the station.
 BC1389
 BC1389.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1389.GEOID18 height accuracy estimate available here.
 BC1389
 BC1389.This Tidal Bench Mark is designated as VM 5049
 BC1389.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1389
 BC1389.Click photographs - Photos may exist for this station.
 BC1389
 BC1389.The dynamic height is computed by dividing the NAVD 88
 BC1389.geopotential number by the normal gravity value computed on the
 BC1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1389.degrees latitude (g = 980.6199 gals.).
 BC1389
 BC1389.The modeled gravity was interpolated from observed gravity values.
 BC1389
 BC1389;                    North         East    Units  Estimated Accuracy
 BC1389;SPC FL E     -   683,490.      152,560.      MT  (+/- 180 meters Scaled)
 BC1389
 BC1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP525743(NAD 83)
 BC1389
 BC1389                          SUPERSEDED SURVEY CONTROL
 BC1389
 BC1389.No superseded survey control is available for this station.
 BC1389
 BC1389_MARKER: DJ = TIDAL STATION DISK
 BC1389_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1389_STAMPING: 0148 A 1978
 BC1389_MARK LOGO: NOS
 BC1389_PROJECTION: FLUSH
 BC1389_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1389+SATELLITE: SATELLITE OBSERVATIONS - June 14, 2004
 BC1389_ROD/PIPE-DEPTH: 14.6 meters
 BC1389
 BC1389  HISTORY     - Date     Condition        Report By
 BC1389  HISTORY     - 1978     MONUMENTED       NOS
 BC1389  HISTORY     - 1978     GOOD             FLDNR
 BC1389  HISTORY     - 20030218 POOR             FLDEP
 BC1389  HISTORY     - 20040614 GOOD             FLDEP
 BC1389
 BC1389                          STATION DESCRIPTION
 BC1389
 BC1389'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1389'9 MI NE FROM OCEANWAY.
 BC1389'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND NEW BERLIN ROAD
 BC1389'AT OCEANWAY. PROCEED EASTERLY ALONG NEW BERLIN ROAD 4.5 MILES
 BC1389'TO CEDAR POINT ROAD, THENCE EASTERLY ALONG CEDAR POINT ROAD 4.5 MILES
 BC1389'TO PUMPKIN HILL ROAD, THENCE NORTHERLY ALONG PUMPKIN HILL ROAD
 BC1389'1.3 MILES TO A DIRT ROAD LEADING TO THE GAGE. PROCEED NORTHERLY
 BC1389'ALONG THE DIRT ROAD 1.8 MILES TO THE MARK. MARK BEARS 32 FEET
 BC1389'SOUTH OF A SMALL BLUFF ON THE SOUTH SIDE OF PUMPKIN HILL CREEK
 BC1389'AT TIGER POINT, 38 FEET EAST OF THE CENTER LINE OF THE DIRT DRIVE
 BC1389'LEADING TO THE GAGE, 0.1 MILE NORTH OF TIDAL BENCH MARK 0148 C 1978.
 BC1389
 BC1389                          STATION RECOVERY (2003)
 BC1389
 BC1389'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1389'COPPER-CLAD ROD AND DISK ARE EXPOSED.  NO REMNANT OF PVC PIPE AND
 BC1389'KICKBLOCK DUE TO EROSION OF SHORELINE.  ELEVATION OF MARK IS
 BC1389'QUESTIONABLE.
 BC1389
 BC1389                          STATION RECOVERY (2004)
 BC1389
 BC1389'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 BC1389'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, ABOUT 10.0 MI
 BC1389'NORTHEAST OF OCEANWAY,  IN SECTION 15, TOWNSHIP 1 NORTH, RANGE 28
 BC1389'EAST.
 BC1389'
 BC1389'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 BC1389'INTERSTATE  HIGHWAY 295, THE BEGINNING OF STATE HIGHWAY 9A) AND U.S.
 BC1389'HIGHWAY 17, STATE HIGHWAY 5 IN  OCEANWAY, GO NORTHEASTERLY ON U.S.
 BC1389'HIGHWAY 17, STATE HIGHWAY 5 FOR 0.25 MI TO THE  JUNCTION OF NEW BERLIN
 BC1389'ROAD ON THE RIGHT, TURN RIGHT ON NEW BERLIN ROAD AND GO  EASTERLY FOR
 BC1389'4.85 MI TO THE Y-JUNCTION OF CEDAR POINT ROAD, GO EASTERLY ON CEDAR
 BC1389'POINT  ROAD FOR 4.65 MI TO THE JUNCTION OF PUMKIN HILL ROAD ON THE
 BC1389'LEFT, TURN LEFT ON PUMKIN HILL  ROAD AND GO NORTH FOR 1.3 MI TO THE
 BC1389'END OF THE PAVEMENT, CONTINUE NORTH ON THE DIRT  ROAD FOR 0.05 MI TO A
 BC1389'LOCKED GATE, CONTINUE NORTH ON THE DIRT ROAD FOR 0.35 MI TO A
 BC1389'Y-JUNCTION, BEAR RIGHT AND GO NORTHEASTERLY ON THE DIRT TRAIL ROAD FOR
 BC1389'0.15 MI TO THE  JUNCTION OF ANOTHER ROAD ON THE RIGHT, CONTINUE
 BC1389'NORTHERLY ON THE DIRT TRAIL ROAD FOR  0.1 MI TO A 90 DEGREE TURN WEST
 BC1389'AND THE JUNCTION OF ANOTHER DIRT TRAIL LEADING NORTH  AND A LOCKED
 BC1389'GATE, CONTINUE NORTH ON THE DIRT TRAIL FOR 0.95 MI TO THE SOUTH BANK
 BC1389'OF  EDWARDS CREEK AND THE MARK ON THE RIGHT, A DISK CRIMPED TO A
 BC1389'COPPER-CLAD STEEL ROD  DRIVEN TO REFUSAL AT A DEPTH OF 48.0 FT AND IS
 BC1389'ENCASED IN A 5-INCH PVC PIPE.
 BC1389'
 BC1389'LOCATED 238.0 FT NORTH-NORTHWEST OF TIDAL BENCH MARK 0148 F 1978, 76.5
 BC1389'FT NORTHWEST OF  NGS ROD MARK 0148 K 2004, 38.0 FT NORTHEAST OF THE
 BC1389'APPROXIMATE CENTERLINE OF THE DIRT  TRAIL ROAD LEADING SOUTH FROM
 BC1389'EDWARDS CREEK, 23.3 FT NORTHWEST OF A 14-INCH OAK TREE,  14.0 FT
 BC1389'NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE DIRT TRAIL ROAD
 BC1389'ALONG THE  SOUTH RIVER BANK AND 6.0 FT NORTHEAST OF A 14-INCH OAK
 BC1389'TREE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1388 ***********************************************************************
 BC1388  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1388  DESIGNATION -  872 0148 B TIDAL
 BC1388  PID         -  BC1388
 BC1388  STATE/COUNTY-  FL/DUVAL
 BC1388  COUNTRY     -  US
 BC1388  USGS QUAD   -  AMELIA CITY (2018)
 BC1388
 BC1388                         *CURRENT SURVEY CONTROL
 BC1388  ______________________________________________________________________
 BC1388* NAD 83(1986) POSITION- 30 30 02.     (N) 081 29 41.     (W)   SCALED
 BC1388* NAVD 88 ORTHO HEIGHT -     1.177 (meters)        3.86  (feet) ADJUSTED
 BC1388  ______________________________________________________________________
 BC1388  GEOID HEIGHT    -        -28.459 (meters)                     GEOID18
 BC1388  DYNAMIC HEIGHT  -          1.176 (meters)        3.86  (feet) COMP
 BC1388  MODELED GRAVITY -    979,374.8   (mgal)                       NAVD 88
 BC1388
 BC1388  VERT ORDER      -  SECOND    CLASS I
 BC1388
 BC1388.The horizontal coordinates were scaled from a map and have
 BC1388.an estimated accuracy of +/- 6 seconds.
 BC1388
 BC1388.The orthometric height was determined by differential leveling and
 BC1388.adjusted by the NATIONAL GEODETIC SURVEY
 BC1388.in October 2007.
 BC1388
 BC1388.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1388.GEOID18 height accuracy estimate available here.
 BC1388
 BC1388.This Tidal Bench Mark is designated as VM 5050
 BC1388.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1388
 BC1388.Click photographs - Photos may exist for this station.
 BC1388
 BC1388.The dynamic height is computed by dividing the NAVD 88
 BC1388.geopotential number by the normal gravity value computed on the
 BC1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1388.degrees latitude (g = 980.6199 gals.).
 BC1388
 BC1388.The modeled gravity was interpolated from observed gravity values.
 BC1388
 BC1388;                    North         East    Units  Estimated Accuracy
 BC1388;SPC FL E     -   683,460.      152,510.      MT  (+/- 180 meters Scaled)
 BC1388
 BC1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP525743(NAD 83)
 BC1388
 BC1388                          SUPERSEDED SURVEY CONTROL
 BC1388
 BC1388.No superseded survey control is available for this station.
 BC1388
 BC1388_MARKER: DJ = TIDAL STATION DISK
 BC1388_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1388_STAMPING: 0148 B 1978
 BC1388_MARK LOGO: NOS
 BC1388_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1388
 BC1388  HISTORY     - Date     Condition        Report By
 BC1388  HISTORY     - 1978     MONUMENTED       NOS
 BC1388  HISTORY     - 1978     GOOD             FLDNR
 BC1388  HISTORY     - 20030218 MARK NOT FOUND   FLDEP
 BC1388
 BC1388                          STATION DESCRIPTION
 BC1388
 BC1388'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1388'9 MI NE FROM OCEANWAY.
 BC1388'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND NEW BERLIN ROAD
 BC1388'AT OCEANWAY. PROCEED EASTERLY ALONG NEW BERLIN ROAD 4.5 MILES
 BC1388'TO CEDAR POINT ROAD, THENCE EASTERLY ALONG CEDAR POINT ROAD 4.5
 BC1388'MILES TO PUMPKIN HILL ROAD, THENCE NORTHERLY ALONG PUMPKIN HILL
 BC1388'ROAD 1.3 MILES TO A DIRT ROAD LEADING TO THE GAGE. PROCEED NORTHERLY
 BC1388'ALONG THE DIRT ROAD 1.8 MILES TO THE MARK. MARK BEARS 57 FEET
 BC1388'SOUTH OF A SMALL BLUFF ON THE SOUTH SIDE OF PUMPKIN HILL CREEK
 BC1388'AT TIGER POINT, 30.5 FEET SOUTH OF CENTER LINE OF THE DIRT DRIVE
 BC1388'LEADING TO THE GAGE, 143 FEET WEST OF TIDAL BENCH MARK 0148 A 1978.
 BC1388
 BC1388                          STATION RECOVERY (2003)
 BC1388
 BC1388'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1388'MARK WAS SEARCHED FOR AND NOT RECOVERED.  LOCATION, AS DESCRIBED,
 BC1388'FALLS IN OPEN WATER OF EDWARDS CREEK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1387 ***********************************************************************
 BC1387  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1387  DESIGNATION -  872 0148 C TIDAL
 BC1387  PID         -  BC1387
 BC1387  STATE/COUNTY-  FL/DUVAL
 BC1387  COUNTRY     -  US
 BC1387  USGS QUAD   -  AMELIA CITY (2018)
 BC1387
 BC1387                         *CURRENT SURVEY CONTROL
 BC1387  ______________________________________________________________________
 BC1387* NAD 83(1986) POSITION- 30 29 59.     (N) 081 29 38.     (W)   SCALED
 BC1387* NAVD 88 ORTHO HEIGHT -     1.581 (meters)        5.19  (feet) ADJUSTED
 BC1387  ______________________________________________________________________
 BC1387  GEOID HEIGHT    -        -28.460 (meters)                     GEOID18
 BC1387  DYNAMIC HEIGHT  -          1.578 (meters)        5.18  (feet) COMP
 BC1387  MODELED GRAVITY -    979,376.2   (mgal)                       NAVD 88
 BC1387
 BC1387  VERT ORDER      -  SECOND    CLASS I
 BC1387
 BC1387.The horizontal coordinates were scaled from a map and have
 BC1387.an estimated accuracy of +/- 6 seconds.
 BC1387
 BC1387.The orthometric height was determined by differential leveling and
 BC1387.adjusted by the NATIONAL GEODETIC SURVEY
 BC1387.in October 2007.
 BC1387
 BC1387.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1387.GEOID18 height accuracy estimate available here.
 BC1387
 BC1387.This Tidal Bench Mark is designated as VM 5051
 BC1387.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1387
 BC1387.Click photographs - Photos may exist for this station.
 BC1387
 BC1387.The dynamic height is computed by dividing the NAVD 88
 BC1387.geopotential number by the normal gravity value computed on the
 BC1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1387.degrees latitude (g = 980.6199 gals.).
 BC1387
 BC1387.The modeled gravity was interpolated from observed gravity values.
 BC1387
 BC1387;                    North         East    Units  Estimated Accuracy
 BC1387;SPC FL E     -   683,370.      152,590.      MT  (+/- 180 meters Scaled)
 BC1387
 BC1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP526742(NAD 83)
 BC1387
 BC1387                          SUPERSEDED SURVEY CONTROL
 BC1387
 BC1387.No superseded survey control is available for this station.
 BC1387
 BC1387_MARKER: DJ = TIDAL STATION DISK
 BC1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1387_STAMPING: 0148 C 1978
 BC1387_MARK LOGO: NOS
 BC1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1387+STABILITY: SURFACE MOTION
 BC1387
 BC1387  HISTORY     - Date     Condition        Report By
 BC1387  HISTORY     - 1978     MONUMENTED       NOS
 BC1387  HISTORY     - 1978     GOOD             FLDNR
 BC1387  HISTORY     - 20030218 POOR             FLDEP
 BC1387
 BC1387                          STATION DESCRIPTION
 BC1387
 BC1387'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1387'9 MI NE FROM OCEANWAY.
 BC1387'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND NEW BERLIN ROAD
 BC1387'AT OCEANWAY. PROCEED EASTERLY ALONG NEW BERLIN ROAD 4.5 MILES
 BC1387'TO CEDAR POINT ROAD, THENCE EASTERLY ALONG CEDAR POINT ROAD 4.5
 BC1387'MILES TO PUMPKIN HILL ROAD, THENCE NORTHERLY ALONG PUMPKIN HILL
 BC1387'ROAD 1.3 MILES TO A DIRT ROAD LEADING TO THE TIDE GAGE. PROCEED
 BC1387'NORTHERLY ALONG THE DIRT ROAD 1.7 MILES TO THE MARK. MARK BEARS
 BC1387'0.1 MILE SOUTH OF TIDAL BENCH MARK 0148 A 1978, 12 FEET EAST OF
 BC1387'DIRT ROAD, 13 FEET NORTH OF GRASS COVERED ROAD FORKING EAST
 BC1387'OF DIRT ROAD LEADING TO THE TIDE GAGE.
 BC1387
 BC1387                          STATION RECOVERY (2003)
 BC1387
 BC1387'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1387'MARK HAS BEEN DISTURBED, ONLY REMNANT OF CONCRETE POST BELOW GROUND
 BC1387'LEVEL WAS FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1386 ***********************************************************************
 BC1386  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1386  DESIGNATION -  872 0148 D TIDAL
 BC1386  PID         -  BC1386
 BC1386  STATE/COUNTY-  FL/DUVAL
 BC1386  COUNTRY     -  US
 BC1386  USGS QUAD   -  MAYPORT (2018)
 BC1386
 BC1386                         *CURRENT SURVEY CONTROL
 BC1386  ______________________________________________________________________
 BC1386* NAD 83(1986) POSITION- 30 29 54.     (N) 081 29 37.     (W)   SCALED
 BC1386* NAVD 88 ORTHO HEIGHT -     1.539 (meters)        5.05  (feet) ADJUSTED
 BC1386  ______________________________________________________________________
 BC1386  GEOID HEIGHT    -        -28.461 (meters)                     GEOID18
 BC1386  DYNAMIC HEIGHT  -          1.537 (meters)        5.04  (feet) COMP
 BC1386  MODELED GRAVITY -    979,376.0   (mgal)                       NAVD 88
 BC1386
 BC1386  VERT ORDER      -  SECOND    CLASS I
 BC1386
 BC1386.The horizontal coordinates were scaled from a map and have
 BC1386.an estimated accuracy of +/- 6 seconds.
 BC1386
 BC1386.The orthometric height was determined by differential leveling and
 BC1386.adjusted by the NATIONAL GEODETIC SURVEY
 BC1386.in October 2007.
 BC1386
 BC1386.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1386.GEOID18 height accuracy estimate available here.
 BC1386
 BC1386.This Tidal Bench Mark is designated as VM 5052
 BC1386.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1386
 BC1386.Click photographs - Photos may exist for this station.
 BC1386
 BC1386.The dynamic height is computed by dividing the NAVD 88
 BC1386.geopotential number by the normal gravity value computed on the
 BC1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1386.degrees latitude (g = 980.6199 gals.).
 BC1386
 BC1386.The modeled gravity was interpolated from observed gravity values.
 BC1386
 BC1386;                    North         East    Units  Estimated Accuracy
 BC1386;SPC FL E     -   683,210.      152,620.      MT  (+/- 180 meters Scaled)
 BC1386
 BC1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP526741(NAD 83)
 BC1386
 BC1386                          SUPERSEDED SURVEY CONTROL
 BC1386
 BC1386.No superseded survey control is available for this station.
 BC1386
 BC1386_MARKER: DJ = TIDAL STATION DISK
 BC1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1386_STAMPING: 0148 D 1978
 BC1386_MARK LOGO: NOS
 BC1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1386+STABILITY: SURFACE MOTION
 BC1386
 BC1386  HISTORY     - Date     Condition        Report By
 BC1386  HISTORY     - 1978     MONUMENTED       NOS
 BC1386  HISTORY     - 1978     GOOD             FLDNR
 BC1386  HISTORY     - 20030218 MARK NOT FOUND   FLDEP
 BC1386
 BC1386                          STATION DESCRIPTION
 BC1386
 BC1386'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1386'9 MI NE FROM OCEANWAY.
 BC1386'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND NEW BERLIN ROAD
 BC1386'AT OCEANWAY, FLORIDA. PROCEED EASTERLY ALONG NEW BERLIN ROAD
 BC1386'4.5 MILES TO CEDAR POINT ROAD, THENCE EASTERLY ALONG CEDAR POINT
 BC1386'ROAD 4.5 MILES TO PUMPKIN HILL ROAD, THENCE NORTHERLY ALONG PUMPKIN
 BC1386'HILL ROAD 1.3 MILES TO A DIRT ROAD. PROCEED NORTHERLY ALONG THE
 BC1386'DIRT ROAD 1.6 MILES TO THE MARK. MARK BEARS 0.1 MILES SOUTH OF
 BC1386'TIDAL BENCH MARK 0148 C 1978, 11.6 FEET WEST OF DIRT ROAD, 21
 BC1386'FEET SOUTH OF FORK IN THE DIRT ROAD, 0.2 MILES NORTHERLY OF
 BC1386'TIDAL BENCH MARK 0148 E 1978.
 BC1386
 BC1386                          STATION RECOVERY (2003)
 BC1386
 BC1386'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1386'WAS SEARCHED FOR AND NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1385 ***********************************************************************
 BC1385  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1385  DESIGNATION -  872 0148 E TIDAL
 BC1385  PID         -  BC1385
 BC1385  STATE/COUNTY-  FL/DUVAL
 BC1385  COUNTRY     -  US
 BC1385  USGS QUAD   -  MAYPORT (2018)
 BC1385
 BC1385                         *CURRENT SURVEY CONTROL
 BC1385  ______________________________________________________________________
 BC1385* NAD 83(1986) POSITION- 30 29 47.     (N) 081 29 27.     (W)   SCALED
 BC1385* NAVD 88 ORTHO HEIGHT -     2.383 (meters)        7.82  (feet) ADJUSTED
 BC1385  ______________________________________________________________________
 BC1385  GEOID HEIGHT    -        -28.463 (meters)                     GEOID18
 BC1385  DYNAMIC HEIGHT  -          2.380 (meters)        7.81  (feet) COMP
 BC1385  MODELED GRAVITY -    979,375.8   (mgal)                       NAVD 88
 BC1385
 BC1385  VERT ORDER      -  SECOND    CLASS I
 BC1385
 BC1385.The horizontal coordinates were scaled from a map and have
 BC1385.an estimated accuracy of +/- 6 seconds.
 BC1385
 BC1385.The orthometric height was determined by differential leveling and
 BC1385.adjusted by the NATIONAL GEODETIC SURVEY
 BC1385.in October 2007.
 BC1385
 BC1385.No vertical observational check was made to the station.
 BC1385
 BC1385.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1385.GEOID18 height accuracy estimate available here.
 BC1385
 BC1385.This Tidal Bench Mark is designated as VM 5053
 BC1385.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1385
 BC1385.Click photographs - Photos may exist for this station.
 BC1385
 BC1385.The dynamic height is computed by dividing the NAVD 88
 BC1385.geopotential number by the normal gravity value computed on the
 BC1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1385.degrees latitude (g = 980.6199 gals.).
 BC1385
 BC1385.The modeled gravity was interpolated from observed gravity values.
 BC1385
 BC1385;                    North         East    Units  Estimated Accuracy
 BC1385;SPC FL E     -   683,000.      152,880.      MT  (+/- 180 meters Scaled)
 BC1385
 BC1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP528738(NAD 83)
 BC1385
 BC1385                          SUPERSEDED SURVEY CONTROL
 BC1385
 BC1385.No superseded survey control is available for this station.
 BC1385
 BC1385_MARKER: DJ = TIDAL STATION DISK
 BC1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1385_STAMPING: 0148 E 1978
 BC1385_MARK LOGO: NOS
 BC1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1385+STABILITY: SURFACE MOTION
 BC1385
 BC1385  HISTORY     - Date     Condition        Report By
 BC1385  HISTORY     - 1978     MONUMENTED       NOS
 BC1385  HISTORY     - 1978     GOOD             FLDNR
 BC1385  HISTORY     - 20030218 MARK NOT FOUND   FLDEP
 BC1385
 BC1385                          STATION DESCRIPTION
 BC1385
 BC1385'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1385'9 MI NE FROM OCEANWAY.
 BC1385'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND NEW BERLIN ROAD
 BC1385'AT OCEANWAY, FLORIDA. PROCEED EASTERLY ALONG NEW BERLIN ROAD 4.5
 BC1385'MILES TO CEDAR POINT ROAD, THENCE EASTERLY ALONG CEDAR POINT ROAD
 BC1385'4.5 MILES TO PUMPKIN HILL ROAD, THENCE NORTHERLY ALONG PUMPKIN HILL
 BC1385'ROAD 1.3 MILES TO A DIRT ROAD, PROCEED NORTHERLY ALONG THE DIRT
 BC1385'ROAD 1.4 MILES TO THE MARK. MARK BEARS 0.2 MILES SOUTHERLY OF
 BC1385'TIDAL BENCH MARK 0148 D 1978, 18 FEET WEST OF DIRT ROAD
 BC1385
 BC1385                          STATION RECOVERY (2003)
 BC1385
 BC1385'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1385'WAS SEARCHED FOR AND NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0940 ***********************************************************************
 DI0940  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0940  DESIGNATION -  872 0148 F TIDAL
 DI0940  PID         -  DI0940
 DI0940  STATE/COUNTY-  FL/DUVAL
 DI0940  COUNTRY     -  US
 DI0940  USGS QUAD   -  AMELIA CITY (2018)
 DI0940
 DI0940                         *CURRENT SURVEY CONTROL
 DI0940  ______________________________________________________________________
 DI0940* NAD 83(1986) POSITION- 30 30 02.     (N) 081 29 40.     (W)   SCALED
 DI0940* NAVD 88 ORTHO HEIGHT -     1.676 (meters)        5.50  (feet) ADJUSTED
 DI0940  ______________________________________________________________________
 DI0940  GEOID HEIGHT    -        -28.460 (meters)                     GEOID18
 DI0940  DYNAMIC HEIGHT  -          1.673 (meters)        5.49  (feet) COMP
 DI0940  MODELED GRAVITY -    979,374.8   (mgal)                       NAVD 88
 DI0940
 DI0940  VERT ORDER      -  SECOND    CLASS I
 DI0940
 DI0940.The horizontal coordinates were scaled from a map and have
 DI0940.an estimated accuracy of +/- 6 seconds.
 DI0940
 DI0940.The orthometric height was determined by differential leveling and
 DI0940.adjusted by the NATIONAL GEODETIC SURVEY
 DI0940.in October 2007.
 DI0940
 DI0940.No vertical observational check was made to the station.
 DI0940
 DI0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0940.GEOID18 height accuracy estimate available here.
 DI0940
 DI0940.This Tidal Bench Mark is designated as VM 12100
 DI0940.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0940
 DI0940.Click photographs - Photos may exist for this station.
 DI0940
 DI0940.The dynamic height is computed by dividing the NAVD 88
 DI0940.geopotential number by the normal gravity value computed on the
 DI0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0940.degrees latitude (g = 980.6199 gals.).
 DI0940
 DI0940.The modeled gravity was interpolated from observed gravity values.
 DI0940
 DI0940;                    North         East    Units  Estimated Accuracy
 DI0940;SPC FL E     -   683,460.      152,540.      MT  (+/- 180 meters Scaled)
 DI0940
 DI0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP525743(NAD 83)
 DI0940
 DI0940                          SUPERSEDED SURVEY CONTROL
 DI0940
 DI0940.No superseded survey control is available for this station.
 DI0940
 DI0940_MARKER: DJ = TIDAL STATION DISK
 DI0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0940_STAMPING: 0148 F 1978
 DI0940_MARK LOGO: NOS
 DI0940_PROJECTION: FLUSH
 DI0940_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0940+STABILITY: SURFACE MOTION
 DI0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0940+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2023
 DI0940
 DI0940  HISTORY     - Date     Condition        Report By
 DI0940  HISTORY     - 1978     MONUMENTED       NOS
 DI0940  HISTORY     - 20040614 GOOD             FLDEP
 DI0940  HISTORY     - 20230719 GOOD             FLDEP
 DI0940
 DI0940                          STATION DESCRIPTION
 DI0940
 DI0940'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DI0940'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, ABOUT 10.0 MI
 DI0940'NORTHEAST OF OCEANWAY,  IN SECTION 16, TOWNSHIP 1 NORTH, RANGE 28
 DI0940'EAST.
 DI0940'
 DI0940'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 DI0940'INTERSTATE  HIGHWAY 295, THE BEGINNING OF STATE HIGHWAY 9A) AND U.S.
 DI0940'HIGHWAY 17, STATE HIGHWAY 5 IN  OCEANWAY, GO NORTHEASTERLY ON U.S.
 DI0940'HIGHWAY 17, STATE HIGHWAY 5 FOR 0.25 MI TO THE  JUNCTION OF NEW BERLIN
 DI0940'ROAD ON THE RIGHT, TURN RIGHT ON NEW BERLIN ROAD AND GO  EASTERLY FOR
 DI0940'4.85 MI TO THE Y-JUNCTION OF CEDAR POINT ROAD, GO EASTERLY ON CEDAR
 DI0940'POINT  ROAD FOR 4.65 MI TO THE JUNCTION OF PUMKIN HILL ROAD ON THE
 DI0940'LEFT, TURN LEFT ON PUMKIN HILL  ROAD AND GO NORTH FOR 1.3 MI TO THE
 DI0940'END OF THE PAVEMENT, CONTINUE NORTH ON THE DIRT  ROAD FOR 0.05 MI TO A
 DI0940'LOCKED GATE, CONTINUE NORTH ON THE DIRT ROAD FOR 0.35 MI TO A
 DI0940'Y-JUNCTION, BEAR RIGHT AND GO NORTHEASTERLY ON A DIRT TRAIL ROAD FOR
 DI0940'0.15 MI TO THE  JUNCTION OF ANOTHER ROAD ON THE RIGHT, CONTINUE
 DI0940'NORTHERLY ON THE DIRT TRAIL ROAD FOR  0.1 MI TO A 90 DEGREE TURN WEST
 DI0940'AND THE JUNCTION OF ANOTHER DIRT TRAIL LEADING NORTH  AND A LOCKED
 DI0940'GATE, CONTINUE NORTH ON THE DIRT TRAIL FOR 0.9 MI TO THE MARK ON THE
 DI0940'RIGHT,  SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND
 DI0940'AND LEVEL WITH THE DIRT  TRAIL ROAD.
 DI0940'
 DI0940'LOCATED 311.0 FT NORTH OF FLDEP SURVEY MARK 0148 G 2004, 250.0 FT
 DI0940'SOUTH OF TIDAL BENCH  MARK 0148 A 1978, 8.5 FT EAST OF THE DIRT ROAD
 DI0940'AND 1.0 FT SOUTHWEST OF A CARSONITE WITNESS  POST.
 DI0940'
 DI0940'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI0940'MONUMENT.
 DI0940
 DI0940                          STATION RECOVERY (2023)
 DI0940
 DI0940'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (JS)
 DI0940'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0913 ***********************************************************************
 DI0913  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0913  DESIGNATION -  872 0148 G TIDAL
 DI0913  PID         -  DI0913
 DI0913  STATE/COUNTY-  FL/DUVAL
 DI0913  COUNTRY     -  US
 DI0913  USGS QUAD   -  MAYPORT (2018)
 DI0913
 DI0913                         *CURRENT SURVEY CONTROL
 DI0913  ______________________________________________________________________
 DI0913* NAD 83(1986) POSITION- 30 29 57.     (N) 081 29 38.     (W)   SCALED
 DI0913* NAVD 88 ORTHO HEIGHT -     1.274 (meters)        4.18  (feet) ADJUSTED
 DI0913  ______________________________________________________________________
 DI0913  GEOID HEIGHT    -        -28.460 (meters)                     GEOID18
 DI0913  DYNAMIC HEIGHT  -          1.272 (meters)        4.17  (feet) COMP
 DI0913  MODELED GRAVITY -    979,376.1   (mgal)                       NAVD 88
 DI0913
 DI0913  VERT ORDER      -  SECOND    CLASS I
 DI0913
 DI0913.The horizontal coordinates were scaled from a map and have
 DI0913.an estimated accuracy of +/- 6 seconds.
 DI0913
 DI0913.The orthometric height was determined by differential leveling and
 DI0913.adjusted by the NATIONAL GEODETIC SURVEY
 DI0913.in October 2007.
 DI0913
 DI0913.No vertical observational check was made to the station.
 DI0913
 DI0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0913.GEOID18 height accuracy estimate available here.
 DI0913
 DI0913.This Tidal Bench Mark is designated as VM 19260
 DI0913.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0913
 DI0913.Click photographs - Photos may exist for this station.
 DI0913
 DI0913.The dynamic height is computed by dividing the NAVD 88
 DI0913.geopotential number by the normal gravity value computed on the
 DI0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0913.degrees latitude (g = 980.6199 gals.).
 DI0913
 DI0913.The modeled gravity was interpolated from observed gravity values.
 DI0913
 DI0913;                    North         East    Units  Estimated Accuracy
 DI0913;SPC FL E     -   683,300.      152,590.      MT  (+/- 180 meters Scaled)
 DI0913
 DI0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP526742(NAD 83)
 DI0913
 DI0913                          SUPERSEDED SURVEY CONTROL
 DI0913
 DI0913.No superseded survey control is available for this station.
 DI0913
 DI0913_MARKER: DD = SURVEY DISK
 DI0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0913_STAMPING: 0148 G 2004
 DI0913_MARK LOGO: FLDEP
 DI0913_PROJECTION: RECESSED 12 CENTIMETERS
 DI0913_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0913+STABILITY: SURFACE MOTION
 DI0913_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0913+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 DI0913
 DI0913  HISTORY     - Date     Condition        Report By
 DI0913  HISTORY     - 2004     MONUMENTED       FLDEP
 DI0913  HISTORY     - 20230720 GOOD             FLDEP
 DI0913
 DI0913                          STATION DESCRIPTION
 DI0913
 DI0913'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0913'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, ABOUT 10.0 MI
 DI0913'NORTHEAST OF OCEANWAY,  IN SECTION 22, TOWNSHIP 1 NORTH, RANGE 28
 DI0913'EAST.
 DI0913'
 DI0913'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 DI0913'INTERSTATE  HIGHWAY 295, THE BEGINNING OF STATE HIGHWAY 9A) AND U.S.
 DI0913'HIGHWAY 17, STATE HIGHWAY 5 IN  OCEANWAY, GO NORTHEASTERLY ON U.S.
 DI0913'HIGHWAY 17, STATE HIGHWAY 5 FOR 0.25 MI TO THE  JUNCTION OF NEW BERLIN
 DI0913'ROAD ON THE RIGHT, TURN RIGHT ON NEW BERLIN ROAD AND GO  EASTERLY FOR
 DI0913'4.85 MI TO THE Y-JUNCTION OF CEDAR POINT ROAD, GO EASTERLY ON CEDAR
 DI0913'POINT  ROAD FOR 4.65 MI TO THE JUNCTION OF PUMKIN HILL ROAD ON THE
 DI0913'LEFT, TURN LEFT ON PUMKIN HILL  ROAD AND GO NORTH FOR 1.3 MI TO THE
 DI0913'END OF THE PAVEMENT, CONTINUE NORTH ON THE DIRT  ROAD FOR 0.05 MI TO A
 DI0913'LOCKED GATE, CONTINUE NORTH ON THE DIRT ROAD FOR 0.35 MI TO A
 DI0913'Y-JUNCTION, BEAR RIGHT AND GO NORTHEASTERLY ON A DIRT TRAIL ROAD FOR
 DI0913'0.15 MI TO THE  JUNCTION OF ANOTHER ROAD ON THE RIGHT, CONTINUE
 DI0913'NORTHERLY ON THE DIRT TRAIL ROAD FOR  0.1 MI TO A 90 DEGREE TURN WEST
 DI0913'AND THE JUNCTION OF ANOTHER DIRT TRAIL LEADING NORTH  AND A LOCKED
 DI0913'GATE, CONTINUE NORTH ON THE DIRT TRAIL FOR 0.85 MI TO THE MARK ON THE
 DI0913'RIGHT,  SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.4 FT BELOW
 DI0913'THE LEVEL OF THE GROUND  AND BELOW THE LEVEL OF THE DIRT TRAIL ROAD.
 DI0913'
 DI0913'LOCATED 311.0 FT SOUTH OF TIDAL BENCH MARK 0148 F 1978, 200.0 FT NORTH
 DI0913'OF FLDEP SURVEY  MARK 0148 H 2004, 125.0 FT SOUTH OF THE APPROXIMATE
 DI0913'CENTERLINE OF THE DIRT TRAIL ROAD  LEADING EAST, 70.0 FT SOUTH OF A
 DI0913'CEDAR TREE, 15.0 FT EAST OF THE APPROXIMATE CENTERLINE  OF THE DIRT
 DI0913'TRAIL ROAD, 15.0 FT SOUTHWEST OF AN 8-INCH OAK TREE AND 2.5 FT
 DI0913'NORTHWEST OF A  CARSONITE WITNESS POST.
 DI0913'
 DI0913'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI0913'MONUMENT.
 DI0913
 DI0913                          STATION RECOVERY (2023)
 DI0913
 DI0913'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (JS)
 DI0913'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0914 ***********************************************************************
 DI0914  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0914  DESIGNATION -  872 0148 H TIDAL
 DI0914  PID         -  DI0914
 DI0914  STATE/COUNTY-  FL/DUVAL
 DI0914  COUNTRY     -  US
 DI0914  USGS QUAD   -  MAYPORT (2018)
 DI0914
 DI0914                         *CURRENT SURVEY CONTROL
 DI0914  ______________________________________________________________________
 DI0914* NAD 83(1986) POSITION- 30 29 55.     (N) 081 29 36.     (W)   SCALED
 DI0914* NAVD 88 ORTHO HEIGHT -     1.322 (meters)        4.34  (feet) ADJUSTED
 DI0914  ______________________________________________________________________
 DI0914  GEOID HEIGHT    -        -28.461 (meters)                     GEOID18
 DI0914  DYNAMIC HEIGHT  -          1.320 (meters)        4.33  (feet) COMP
 DI0914  MODELED GRAVITY -    979,376.1   (mgal)                       NAVD 88
 DI0914
 DI0914  VERT ORDER      -  SECOND    CLASS I
 DI0914
 DI0914.The horizontal coordinates were scaled from a map and have
 DI0914.an estimated accuracy of +/- 6 seconds.
 DI0914
 DI0914.The orthometric height was determined by differential leveling and
 DI0914.adjusted by the NATIONAL GEODETIC SURVEY
 DI0914.in October 2007.
 DI0914
 DI0914.No vertical observational check was made to the station.
 DI0914
 DI0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0914.GEOID18 height accuracy estimate available here.
 DI0914
 DI0914.This Tidal Bench Mark is designated as VM 19261
 DI0914.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0914
 DI0914.Click photographs - Photos may exist for this station.
 DI0914
 DI0914.The dynamic height is computed by dividing the NAVD 88
 DI0914.geopotential number by the normal gravity value computed on the
 DI0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0914.degrees latitude (g = 980.6199 gals.).
 DI0914
 DI0914.The modeled gravity was interpolated from observed gravity values.
 DI0914
 DI0914;                    North         East    Units  Estimated Accuracy
 DI0914;SPC FL E     -   683,240.      152,640.      MT  (+/- 180 meters Scaled)
 DI0914
 DI0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP526741(NAD 83)
 DI0914
 DI0914                          SUPERSEDED SURVEY CONTROL
 DI0914
 DI0914.No superseded survey control is available for this station.
 DI0914
 DI0914_MARKER: DD = SURVEY DISK
 DI0914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0914_STAMPING: 0148 H 2004
 DI0914_MARK LOGO: FLDEP
 DI0914_PROJECTION: RECESSED 12 CENTIMETERS
 DI0914_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0914+STABILITY: SURFACE MOTION
 DI0914_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0914+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 DI0914
 DI0914  HISTORY     - Date     Condition        Report By
 DI0914  HISTORY     - 2004     MONUMENTED       FLDEP
 DI0914  HISTORY     - 20230720 GOOD             FLDEP
 DI0914
 DI0914                          STATION DESCRIPTION
 DI0914
 DI0914'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0914'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, ABOUT 10.0 MI
 DI0914'NORTHEAST OF OCEANWAY,  IN SECTION 22, TOWNSHIP 1 NORTH, RANGE 28
 DI0914'EAST.
 DI0914'
 DI0914'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 DI0914'INTERSTATE  HIGHWAY 295, THE BEGINNING OF STATE HIGHWAY 9A) AND U.S.
 DI0914'HIGHWAY 17, STATE HIGHWAY 5 IN  OCEANWAY, GO NORTHEASTERLY ON U.S.
 DI0914'HIGHWAY 17, STATE HIGHWAY 5 FOR 0.25 MI TO THE  JUNCTION OF NEW BERLIN
 DI0914'ROAD ON THE RIGHT, TURN RIGHT ON NEW BERLIN ROAD AND GO  EASTERLY FOR
 DI0914'4.85 MI TO THE Y-JUNCTION OF CEDAR POINT ROAD, GO EASTERLY ON CEDAR
 DI0914'POINT  ROAD FOR 4.65 MI TO THE JUNCTION OF PUMKIN HILL ROAD ON THE
 DI0914'LEFT, TURN LEFT ON PUMKIN HILL  ROAD AND GO NORTH FOR 1.3 MI TO THE
 DI0914'END OF THE PAVEMENT, CONTINUE NORTH ON THE DIRT  ROAD FOR 0.05 MI TO A
 DI0914'LOCKED GATE, CONTINUE NORTH ON THE DIRT ROAD FOR 0.35 MI TO A
 DI0914'Y-JUNCTION, BEAR RIGHT AND GO NORTHEASTERLY ON A DIRT TRAIL ROAD FOR
 DI0914'0.15 MI TO THE  JUNCTION OF ANOTHER ROAD ON THE RIGHT, CONTINUE
 DI0914'NORTHERLY ON THE DIRT TRAIL ROAD FOR  0.1 MI TO A 90 DEGREE TURN WEST
 DI0914'AND THE JUNCTION OF ANOTHER DIRT TRAIL LEADING NORTH  AND A LOCKED
 DI0914'GATE, CONTINUE NORTH ON THE DIRT TRAIL FOR 0.8 MI TO THE MARK ON THE
 DI0914'RIGHT,  SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.4 FT BELOW
 DI0914'THE LEVEL OF THE GROUND  AND BELOW THE LEVEL OF THE DIRT TRAIL ROAD.
 DI0914'
 DI0914'LOCATED ABOUT 200.0 FT SOUTH OF FLDEP SURVEY MARK 0148 G 2004, 121.0
 DI0914'FT SOUTH OF FLDEP  SURVEY MARK 0148 J 2004, 18.0 FT EAST OF THE
 DI0914'APPROXIMATE CENTERLINE OF THE DIRT TRAIL ROAD  AND 5.2 FT WEST OF A
 DI0914'CARSONITE WITNESS POST.
 DI0914'
 DI0914'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI0914'MONUMENT.
 DI0914
 DI0914                          STATION RECOVERY (2023)
 DI0914
 DI0914'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (JS)
 DI0914'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0915 ***********************************************************************
 DI0915  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0915  DESIGNATION -  872 0148 J TIDAL
 DI0915  PID         -  DI0915
 DI0915  STATE/COUNTY-  FL/DUVAL
 DI0915  COUNTRY     -  US
 DI0915  USGS QUAD   -  MAYPORT (2018)
 DI0915
 DI0915                         *CURRENT SURVEY CONTROL
 DI0915  ______________________________________________________________________
 DI0915* NAD 83(1986) POSITION- 30 29 53.     (N) 081 29 34.     (W)   SCALED
 DI0915* NAVD 88 ORTHO HEIGHT -     1.839 (meters)        6.03  (feet) ADJUSTED
 DI0915  ______________________________________________________________________
 DI0915  GEOID HEIGHT    -        -28.461 (meters)                     GEOID18
 DI0915  DYNAMIC HEIGHT  -          1.836 (meters)        6.02  (feet) COMP
 DI0915  MODELED GRAVITY -    979,376.0   (mgal)                       NAVD 88
 DI0915
 DI0915  VERT ORDER      -  SECOND    CLASS I
 DI0915
 DI0915.The horizontal coordinates were scaled from a map and have
 DI0915.an estimated accuracy of +/- 6 seconds.
 DI0915
 DI0915.The orthometric height was determined by differential leveling and
 DI0915.adjusted by the NATIONAL GEODETIC SURVEY
 DI0915.in October 2007.
 DI0915
 DI0915.No vertical observational check was made to the station.
 DI0915
 DI0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0915.GEOID18 height accuracy estimate available here.
 DI0915
 DI0915.This Tidal Bench Mark is designated as VM 19262
 DI0915.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0915
 DI0915.Click photographs - Photos may exist for this station.
 DI0915
 DI0915.The dynamic height is computed by dividing the NAVD 88
 DI0915.geopotential number by the normal gravity value computed on the
 DI0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0915.degrees latitude (g = 980.6199 gals.).
 DI0915
 DI0915.The modeled gravity was interpolated from observed gravity values.
 DI0915
 DI0915;                    North         East    Units  Estimated Accuracy
 DI0915;SPC FL E     -   683,180.      152,700.      MT  (+/- 180 meters Scaled)
 DI0915
 DI0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP527740(NAD 83)
 DI0915
 DI0915                          SUPERSEDED SURVEY CONTROL
 DI0915
 DI0915.No superseded survey control is available for this station.
 DI0915
 DI0915_MARKER: DD = SURVEY DISK
 DI0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0915_STAMPING: 0148 J 2004
 DI0915_MARK LOGO: FLDEP
 DI0915_PROJECTION: RECESSED 12 CENTIMETERS
 DI0915_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0915+STABILITY: SURFACE MOTION
 DI0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0915+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 DI0915
 DI0915  HISTORY     - Date     Condition        Report By
 DI0915  HISTORY     - 2004     MONUMENTED       FLDEP
 DI0915  HISTORY     - 20230720 GOOD             FLDEP
 DI0915
 DI0915                          STATION DESCRIPTION
 DI0915
 DI0915'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0915'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, ABOUT 10.0 MI
 DI0915'NORTHEAST OF OCEANWAY,  IN SECTION 22, TOWNSHIP 1 NORTH, RANGE 28
 DI0915'EAST.
 DI0915'
 DI0915'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 DI0915'INTERSTATE  HIGHWAY 295, THE BEGINNING OF STATE HIGHWAY 9A) AND U.S.
 DI0915'HIGHWAY 17, STATE HIGHWAY 5 IN  OCEANWAY, GO NORTHEASTERLY ON U.S.
 DI0915'HIGHWAY 17, STATE HIGHWAY 5 FOR 0.25 MI TO THE  JUNCTION OF NEW BERLIN
 DI0915'ROAD ON THE RIGHT, TURN RIGHT ON NEW BERLIN ROAD AND GO  EASTERLY FOR
 DI0915'4.85 MI TO THE Y-JUNCTION OF CEDAR POINT ROAD, GO EASTERLY ON CEDAR
 DI0915'POINT  ROAD FOR 4.65 MI TO THE JUNCTION OF PUMKIN HILL ROAD ON THE
 DI0915'LEFT, TURN LEFT ON PUMKIN HILL  ROAD AND GO NORTH FOR 1.3 MI TO THE
 DI0915'END OF THE PAVEMENT, CONTINUE NORTH ON THE DIRT  ROAD FOR 0.05 MI TO A
 DI0915'LOCKED GATE, CONTINUE NORTH ON THE DIRT ROAD FOR 0.35 MI TO A
 DI0915'Y-JUNCTION, BEAR RIGHT AND GO NORTHEASTERLY ON A DIRT TRAIL ROAD FOR
 DI0915'0.15 MI TO THE  JUNCTION OF ANOTHER ROAD ON THE RIGHT, CONTINUE
 DI0915'NORTHERLY ON THE DIRT TRAIL ROAD FOR  0.1 MI TO A 90 DEGREE TURN WEST
 DI0915'AND THE JUNCTION OF ANOTHER DIRT TRAIL LEADING NORTH  AND A LOCKED
 DI0915'GATE, CONTINUE NORTH ON THE DIRT TRAIL FOR 0.8 MI TO THE MARK ON THE
 DI0915'RIGHT,  SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.4 FT BELOW
 DI0915'THE LEVEL OF THE GROUND  AND BELOW THE LEVEL OF THE DIRT TRAIL ROAD.
 DI0915'
 DI0915'LOCATED 121.0 FT NORTH OF FLDEP SURVEY MARK 0148 H 2004, 14.0 FT EAST
 DI0915'OF THE APPROXIMATE  CENTERLINE OF THE DIRT TRAIL ROAD AND 3.0 FT WEST
 DI0915'OF A CARSONITE WITNESS POST.
 DI0915'
 DI0915'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI0915'MONUMENT.
 DI0915
 DI0915                          STATION RECOVERY (2023)
 DI0915
 DI0915'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (JS)
 DI0915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0912 ***********************************************************************
 DI0912  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0912  DESIGNATION -  872 0148 K TIDAL
 DI0912  PID         -  DI0912
 DI0912  STATE/COUNTY-  FL/DUVAL
 DI0912  COUNTRY     -  US
 DI0912  USGS QUAD   -  AMELIA CITY (2018)
 DI0912
 DI0912                         *CURRENT SURVEY CONTROL
 DI0912  ______________________________________________________________________
 DI0912* NAD 83(1986) POSITION- 30 30 03.     (N) 081 29 40.     (W)   SCALED
 DI0912* NAVD 88 ORTHO HEIGHT -     1.464 (meters)        4.80  (feet) ADJUSTED
 DI0912  ______________________________________________________________________
 DI0912  GEOID HEIGHT    -        -28.460 (meters)                     GEOID18
 DI0912  DYNAMIC HEIGHT  -          1.462 (meters)        4.80  (feet) COMP
 DI0912  MODELED GRAVITY -    979,374.8   (mgal)                       NAVD 88
 DI0912
 DI0912  VERT ORDER      -  SECOND    CLASS I
 DI0912
 DI0912.The horizontal coordinates were scaled from a map and have
 DI0912.an estimated accuracy of +/- 6 seconds.
 DI0912
 DI0912.The orthometric height was determined by differential leveling and
 DI0912.adjusted by the NATIONAL GEODETIC SURVEY
 DI0912.in October 2007.
 DI0912
 DI0912.No vertical observational check was made to the station.
 DI0912
 DI0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0912.GEOID18 height accuracy estimate available here.
 DI0912
 DI0912.This Tidal Bench Mark is designated as VM 19263
 DI0912.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0912
 DI0912.Click photographs - Photos may exist for this station.
 DI0912
 DI0912.The dynamic height is computed by dividing the NAVD 88
 DI0912.geopotential number by the normal gravity value computed on the
 DI0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0912.degrees latitude (g = 980.6199 gals.).
 DI0912
 DI0912.The modeled gravity was interpolated from observed gravity values.
 DI0912
 DI0912;                    North         East    Units  Estimated Accuracy
 DI0912;SPC FL E     -   683,490.      152,540.      MT  (+/- 180 meters Scaled)
 DI0912
 DI0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP525743(NAD 83)
 DI0912
 DI0912                          SUPERSEDED SURVEY CONTROL
 DI0912
 DI0912.No superseded survey control is available for this station.
 DI0912
 DI0912_MARKER: F = FLANGE-ENCASED ROD
 DI0912_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI0912_STAMPING: 0148 K 2004
 DI0912_MARK LOGO: NGS
 DI0912_PROJECTION: RECESSED 18 CENTIMETERS
 DI0912_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0912_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0912+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 DI0912_ROD/PIPE-DEPTH: 13.2 meters
 DI0912
 DI0912  HISTORY     - Date     Condition        Report By
 DI0912  HISTORY     - 2004     MONUMENTED       FLDEP
 DI0912  HISTORY     - 20230720 GOOD             FLDEP
 DI0912
 DI0912                          STATION DESCRIPTION
 DI0912
 DI0912'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0912'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, ABOUT 10.0 MI
 DI0912'NORTHEAST OF OCEANWAY,  IN SECTION 15, TOWNSHIP 1 NORTH, RANGE 28
 DI0912'EAST.
 DI0912'
 DI0912'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A (THE END OF
 DI0912'INTERSTATE  HIGHWAY 295, THE BEGINNING OF STATE HIGHWAY 9A) AND U.S.
 DI0912'HIGHWAY 17, STATE HIGHWAY 5 IN  OCEANWAY, GO NORTHEASTERLY ON U.S.
 DI0912'HIGHWAY 17, STATE HIGHWAY 5 FOR 0.25 MI TO THE  JUNCTION OF NEW BERLIN
 DI0912'ROAD ON THE RIGHT, TURN RIGHT ON NEW BERLIN ROAD AND GO  EASTERLY FOR
 DI0912'4.85 MI TO THE Y-JUNCTION OF CEDAR POINT ROAD, GO EASTERLY ON CEDAR
 DI0912'POINT  ROAD FOR 4.65 MI TO THE JUNCTION OF PUMKIN HILL ROAD ON THE
 DI0912'LEFT, TURN LEFT ON PUMKIN HILL  ROAD AND GO NORTH FOR 1.3 MI TO THE
 DI0912'END OF THE PAVEMENT, CONTINUE NORTH ON THE DIRT  ROAD FOR 0.05 MI TO A
 DI0912'LOCKED GATE, CONTINUE NORTH ON THE DIRT ROAD FOR 0.35 MI TO A
 DI0912'Y-JUNCTION, BEAR RIGHT AND GO NORTHEASTERLY ON A DIRT TRAIL ROAD FOR
 DI0912'0.15 MI TO THE  JUNCTION OF ANOTHER ROAD ON THE RIGHT, CONTINUE
 DI0912'NORTHERLY ON THE DIRT TRAIL ROAD FOR  0.1 MI TO A 90 DEGREE TURN WEST
 DI0912'AND THE JUNCTION OF ANOTHER DIRT TRAIL LEADING NORTH  AND A LOCKED
 DI0912'GATE, CONTINUE NORTH ON THE DIRT TRAIL FOR 0.95 MI TO THE SOUTH BANK
 DI0912'OF  EDWARDS CREEK AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD
 DI0912'DRIVEN TO REFUSAL AT A  DEPTH OF 43.2 FT WITH A NGS LOGO CAP RECESSED
 DI0912'0.2 FT BELOW THE LEVEL OF THE GROUND AND  BELOW THE LEVEL OF THE DIM
 DI0912'TRAIL ROAD, THE DATUM POINT IS RECESSED 0.6 FT BELOW THE  LEVEL OF THE
 DI0912'NGS LOGO CAP.
 DI0912'
 DI0912'LOCATED 76.5 FT SOUTHEAST OF TIDAL BENCH MARK 0148 A 1978, 20.0 FT
 DI0912'SOUTH OF THE  APPROXIMATE CENTERLINE OF THE DIRT TRAIL ROAD AND 1.6 FT
 DI0912'NORTHWEST OF A CARSONITE  WITNESS POST.
 DI0912'
 DI0912'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DI0912'
 DI0912'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DI0912
 DI0912                          STATION RECOVERY (2023)
 DI0912
 DI0912'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (JS)
 DI0912'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1403 ***********************************************************************
 BC1403  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1403  DESIGNATION -  872 0168 B TIDAL
 BC1403  PID         -  BC1403
 BC1403  STATE/COUNTY-  FL/DUVAL
 BC1403  COUNTRY     -  US
 BC1403  USGS QUAD   -  MAYPORT (2018)
 BC1403
 BC1403                         *CURRENT SURVEY CONTROL
 BC1403  ______________________________________________________________________
 BC1403* NAD 83(1986) POSITION- 30 27 50.     (N) 081 26 05.     (W)   SCALED
 BC1403* NAVD 88 ORTHO HEIGHT -     3.767 (meters)       12.36  (feet) ADJUSTED
 BC1403  ______________________________________________________________________
 BC1403  GEOID HEIGHT    -        -28.532 (meters)                     GEOID18
 BC1403  DYNAMIC HEIGHT  -          3.762 (meters)       12.34  (feet) COMP
 BC1403  MODELED GRAVITY -    979,372.3   (mgal)                       NAVD 88
 BC1403
 BC1403  VERT ORDER      -  SECOND    CLASS I
 BC1403
 BC1403.The horizontal coordinates were scaled from a map and have
 BC1403.an estimated accuracy of +/- 6 seconds.
 BC1403
 BC1403.The orthometric height was determined by differential leveling and
 BC1403.adjusted by the NATIONAL GEODETIC SURVEY
 BC1403.in June 1991.
 BC1403
 BC1403.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1403.GEOID18 height accuracy estimate available here.
 BC1403
 BC1403.This Tidal Bench Mark is designated as VM 5054
 BC1403.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1403
 BC1403.Click photographs - Photos may exist for this station.
 BC1403
 BC1403.The dynamic height is computed by dividing the NAVD 88
 BC1403.geopotential number by the normal gravity value computed on the
 BC1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1403.degrees latitude (g = 980.6199 gals.).
 BC1403
 BC1403.The modeled gravity was interpolated from observed gravity values.
 BC1403
 BC1403;                    North         East    Units  Estimated Accuracy
 BC1403;SPC FL E     -   679,370.      158,250.      MT  (+/- 180 meters Scaled)
 BC1403
 BC1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP582702(NAD 83)
 BC1403
 BC1403                          SUPERSEDED SURVEY CONTROL
 BC1403
 BC1403  NGVD 29 (09/01/92)    4.117  (m)           13.51   (f) ADJUSTED    2 1
 BC1403
 BC1403.Superseded values are not recommended for survey control.
 BC1403
 BC1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1403.See file dsdata.pdf to determine how the superseded data were derived.
 BC1403
 BC1403_MARKER: DJ = TIDAL STATION DISK
 BC1403_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1403_SP_SET: PAD
 BC1403_STAMPING: 0168 B 1978
 BC1403_MARK LOGO: NOS
 BC1403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1403
 BC1403  HISTORY     - Date     Condition        Report By
 BC1403  HISTORY     - 1978     MONUMENTED       NOS
 BC1403  HISTORY     - 1978     GOOD             FLDNR
 BC1403  HISTORY     - 1978     GOOD             FLDNR
 BC1403  HISTORY     - 1985     GOOD             FLDNR
 BC1403  HISTORY     - 20011028 GOOD             USPSQD
 BC1403  HISTORY     - 20030225 MARK NOT FOUND   FLDEP
 BC1403  HISTORY     - 20040602 MARK NOT FOUND   FLDEP
 BC1403
 BC1403                          STATION DESCRIPTION
 BC1403
 BC1403'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1403'4.75 MI NORTH FROM MAYPORT.
 BC1403'BEGIN AT THE INTERSECTION OF THE MAYPORT FERRY ROAD WITH STATE ROAD
 BC1403'A1A, PROCEED NORTHERLY ALONG STATE ROAD A1A 6.O MILES TO THE LOCATION
 BC1403'OF THE MARK. THE MARK BEARS 125 FEET SOUTHERLY OF STATE ROAD A1A, 19.5
 BC1403'FEET SOUTHERLY OF CONCRETE PICNIC TABLE, 11 FEET WESTERLY OF
 BC1403'CENTER LINE OF A DIRT ROAD, 0.2 MILES WESTERLY OF BENCH
 BC1403
 BC1403                          STATION RECOVERY (1978)
 BC1403
 BC1403'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1403'RECOVERED IN GOOD CONDITION.
 BC1403
 BC1403                          STATION RECOVERY (1985)
 BC1403
 BC1403'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1403'BEGIN AT THE NORTHSIDE FERRY LANDING IN MAYPORT, GO 6 MILES NORTH ON
 BC1403'STATE ROAD A1A TO A WAYSIDE PARK AND THE MARK.  THE MARK BEARS 125
 BC1403'FEET SOUTH OF A1A, 19.5 FEET SOUTH OF THE CENTRAL TABLE OF THE THREE
 BC1403'PICNIC TABLES, 11 FEET WEST OF THE CENTERLINE OF A TRACK ROAD, AND IS
 BC1403'SET IN THE CONCRETE PAD FOR A GARBAGE CAN.
 BC1403
 BC1403                          STATION RECOVERY (2001)
 BC1403
 BC1403'RECOVERY NOTE BY US POWER SQUADRON 2001 (GLF)
 BC1403'RECOVERED IN GOOD CONDITION.
 BC1403
 BC1403                          STATION RECOVERY (2003)
 BC1403
 BC1403'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1403'WAS SEARCHED FOR AND NOT RECOVERED. NO EVIDENCE OF STRUCTURES REMAIN
 BC1403'AT THE DESCRIBED LOCATION.
 BC1403
 BC1403                          STATION RECOVERY (2004)
 BC1403
 BC1403'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1403'THE MARK WAS SEARCHED FOR AND NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1404 ***********************************************************************
 BC1404  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1404  DESIGNATION -  872 0168 C TIDAL
 BC1404  PID         -  BC1404
 BC1404  STATE/COUNTY-  FL/DUVAL
 BC1404  COUNTRY     -  US
 BC1404  USGS QUAD   -  MAYPORT (2018)
 BC1404
 BC1404                         *CURRENT SURVEY CONTROL
 BC1404  ______________________________________________________________________
 BC1404* NAD 83(1986) POSITION- 30 27 42.2    (N) 081 25 36.7    (W)   HD_HELD2
 BC1404* NAVD 88 ORTHO HEIGHT -     2.122 (meters)        6.96  (feet) ADJUSTED
 BC1404  ______________________________________________________________________
 BC1404  GEOID HEIGHT    -        -28.542 (meters)                     GEOID18
 BC1404  DYNAMIC HEIGHT  -          2.119 (meters)        6.95  (feet) COMP
 BC1404  MODELED GRAVITY -    979,372.1   (mgal)                       NAVD 88
 BC1404
 BC1404  VERT ORDER      -  SECOND    CLASS I
 BC1404
 BC1404.The horizontal coordinates were established by autonomous hand held GPS
 BC1404.observations and have an estimated accuracy of +/- 10 meters.
 BC1404
 BC1404.The orthometric height was determined by differential leveling and
 BC1404.adjusted by the NATIONAL GEODETIC SURVEY
 BC1404.in June 1991.
 BC1404
 BC1404.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1404.GEOID18 height accuracy estimate available here.
 BC1404
 BC1404.This Tidal Bench Mark is designated as VM 5055
 BC1404.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1404
 BC1404.Click photographs - Photos may exist for this station.
 BC1404
 BC1404.The dynamic height is computed by dividing the NAVD 88
 BC1404.geopotential number by the normal gravity value computed on the
 BC1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1404.degrees latitude (g = 980.6199 gals.).
 BC1404
 BC1404.The modeled gravity was interpolated from observed gravity values.
 BC1404
 BC1404;                    North         East    Units  Estimated Accuracy
 BC1404;SPC FL E     -   679,127.      159,008.      MT  (+/- 10 meters HH2 GPS)
 BC1404
 BC1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5902170027(NAD 83)
 BC1404
 BC1404                          SUPERSEDED SURVEY CONTROL
 BC1404
 BC1404  NGVD 29 (09/01/92)    2.470  (m)            8.10   (f) ADJUSTED    2 1
 BC1404
 BC1404.Superseded values are not recommended for survey control.
 BC1404
 BC1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1404.See file dsdata.pdf to determine how the superseded data were derived.
 BC1404
 BC1404_MARKER: DJ = TIDAL STATION DISK
 BC1404_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1404_STAMPING: 0168 C 1978
 BC1404_MARK LOGO: NOS
 BC1404_PROJECTION: PROJECTING 10 CENTIMETERS
 BC1404_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1404_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1404+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 BC1404_ROD/PIPE-DEPTH: 14.6 meters
 BC1404
 BC1404  HISTORY     - Date     Condition        Report By
 BC1404  HISTORY     - 1978     MONUMENTED       NOS
 BC1404  HISTORY     - 1978     GOOD             FLDNR
 BC1404  HISTORY     - 1978     GOOD             FLDNR
 BC1404  HISTORY     - 1985     GOOD             FLDNR
 BC1404  HISTORY     - 20040602 GOOD             FLDEP
 BC1404
 BC1404                          STATION DESCRIPTION
 BC1404
 BC1404'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1404'4.75 MI NORTH FROM MAYPORT.
 BC1404'BEGIN AT THE INTERSECTION OF THE MAYPORT FERRY ROAD WITH STATE ROAD
 BC1404'A1A, PROCEED NORTHERLY ALONG STATE ROAD A1A 5.5 MILES TO THE LOCATION
 BC1404'OF THE MARK. THE MARK BEARS 63.6 FEET SOUTHERLY OF THE INTERSECTION
 BC1404'OF DIRT ROAD WITH STATE ROAD A1A, 14.3 FEET EASTERLY OF DIRT ROAD, 22
 BC1404'FEET SOUTHWESTERLY OF LARGE TWIN PINE TREE, 0.1 MILES WESTERLY OF
 BC1404'BENCH MARK D 326.
 BC1404
 BC1404                          STATION RECOVERY (1978)
 BC1404
 BC1404'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1404'RECOVERED IN GOOD CONDITION.
 BC1404
 BC1404                          STATION RECOVERY (1985)
 BC1404
 BC1404'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1404'BEGIN AT THE NORTHSIDE FERRY LANDING IN MAYPORT, GO 5.5 MILES NORTH
 BC1404'ON STATE ROAD A1A TO THE MARK.  THE MARK BEARS 63.6 FEET
 BC1404'SOUTH-SOUTHEAST OF THE JUNCTION OF A PRIVATE DRIVE WITH A1A, 14.3
 BC1404'FEET EAST OF THE PRIVATE DRIVE, 22 FEET SOUTHWEST OF A LARGE
 BC1404'TWIN-TRUNK PINE TREE, AND 1 FOOT WEST OF A WITNESS POST.
 BC1404
 BC1404                          STATION RECOVERY (2004)
 BC1404
 BC1404'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1404'THE MARK IS ABOUT 4.6 MI NORTH OF MAYPORT, IN SECTION 37, TOWNSHIP 1
 BC1404'NORTH, RANGE 29 EAST.
 BC1404'
 BC1404'TO REACH THE MARK FROM THE MAYPORT FERRY LANDING ON THE WEST SIDE OF
 BC1404'THE ST JOHNS  RIVER AT STATE ROAD A1A (STATE ROAD 105, HECKSCHER
 BC1404'DRIVE), GO NORTHERLY ON STATE ROAD  A1A (STATE ROAD 105) FOR 5.6 MI TO
 BC1404'THE MARK ON THE LEFT ON THE EAST SIDE OF A SAND  DRIVEWAY AT BIG
 BC1404'TALBOT ISLAND STATE PARK AT 13030 STATE ROAD AIA (STATE ROAD 105), A
 BC1404'DISK  CRIMPED TO A ROD DRIVEN INTO THE GROUND ENCASED IN A 4-INCH PVC
 BC1404'PIPE INSIDE OF A CONCRETE  KICKBLOCK PROJECTING 0.4 FT ABOVE THE LEVEL
 BC1404'OF THE GROUND.
 BC1404'
 BC1404'LOCATED 65.0 FT SOUTH OF THE INTERSECTION OF THE CENTERLINE OF STATE
 BC1404'ROAD A1A (STATE  ROAD 105) WITH THE CENTER OF THE SAND DRIVEWAY INTO
 BC1404'THE PARK, 47.2 FT SOUTH-SOUTHEAST  OF A WOODEN POWER POLE NUMBER 30030
 BC1404'30T, 20.8 FT NORTHEAST OF A 6-INCH WOODEN  GATEPOST, 20.7 FT SOUTHWEST
 BC1404'OF A LARGE TWIN PINE TREE, 16.5 FT SOUTH-SOUTHWEST OF A  CLUSTER OF 3
 BC1404'10-INCH WOODEN POSTS AT THE SOUTH END OF THE PARK ENTRANCE SIGN, 14.3
 BC1404'FT  EAST OF THE SAND DRIVEWAY AND 1.0 FT WEST OF A METAL WITNESS POST.
 BC1404'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH8955 ***********************************************************************
 DH8955  TIDAL BM    -  This is a Tidal Bench Mark.
 DH8955  DESIGNATION -  872 0168 D TIDAL
 DH8955  PID         -  DH8955
 DH8955  STATE/COUNTY-  FL/DUVAL
 DH8955  COUNTRY     -  US
 DH8955  USGS QUAD   -  MAYPORT (2018)
 DH8955
 DH8955                         *CURRENT SURVEY CONTROL
 DH8955  ______________________________________________________________________
 DH8955* NAD 83(1986) POSITION- 30 27 51.     (N) 081 26 05.     (W)   SCALED
 DH8955* NAVD 88 ORTHO HEIGHT -     3.401 (meters)       11.16  (feet) ADJUSTED
 DH8955  ______________________________________________________________________
 DH8955  GEOID HEIGHT    -        -28.532 (meters)                     GEOID18
 DH8955  DYNAMIC HEIGHT  -          3.396 (meters)       11.14  (feet) COMP
 DH8955  MODELED GRAVITY -    979,372.3   (mgal)                       NAVD 88
 DH8955
 DH8955  VERT ORDER      -  SECOND    CLASS I
 DH8955
 DH8955.The horizontal coordinates were scaled from a map and have
 DH8955.an estimated accuracy of +/- 6 seconds.
 DH8955
 DH8955.The orthometric height was determined by differential leveling and
 DH8955.adjusted by the NATIONAL GEODETIC SURVEY
 DH8955.in June 2006.
 DH8955
 DH8955.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8955.GEOID18 height accuracy estimate available here.
 DH8955
 DH8955.This Tidal Bench Mark is designated as VM 19265
 DH8955.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DH8955
 DH8955.Click photographs - Photos may exist for this station.
 DH8955
 DH8955.The dynamic height is computed by dividing the NAVD 88
 DH8955.geopotential number by the normal gravity value computed on the
 DH8955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8955.degrees latitude (g = 980.6199 gals.).
 DH8955
 DH8955.The modeled gravity was interpolated from observed gravity values.
 DH8955
 DH8955;                    North         East    Units  Estimated Accuracy
 DH8955;SPC FL E     -   679,400.      158,250.      MT  (+/- 180 meters Scaled)
 DH8955
 DH8955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP582703(NAD 83)
 DH8955
 DH8955                          SUPERSEDED SURVEY CONTROL
 DH8955
 DH8955.No superseded survey control is available for this station.
 DH8955
 DH8955_MARKER: F = FLANGE-ENCASED ROD
 DH8955_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH8955_STAMPING: 0168 D 2004
 DH8955_MARK LOGO: NGS
 DH8955_PROJECTION: FLUSH
 DH8955_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8955_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8955+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 DH8955_ROD/PIPE-DEPTH: 14.8 meters
 DH8955
 DH8955  HISTORY     - Date     Condition        Report By
 DH8955  HISTORY     - 20040419 MONUMENTED       FLDEP
 DH8955
 DH8955                          STATION DESCRIPTION
 DH8955
 DH8955'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH8955'THE MARK IS ABOUT 4.9 MI NORTH OF MAYPORT, 0.2 MI NORTHWEST OF SIMPSON
 DH8955'CREEK, IN SECTION  12, TOWNSHIP 1 NORTH, RANGE 29 EAST.   TO REACH THE
 DH8955'MARK FROM THE MAYPORT FERRY LANDING ON THE WEST SIDE OF THE ST JOHNS
 DH8955'RIVER AT STATE ROAD A1A (STATE ROAD 105, HECKSCHER DRIVE), GO
 DH8955'NORTHERLY ON STATE ROAD  A1A (STATE ROAD 105) FOR 6.0 MI TO THE
 DH8955'NORTHWEST CORNER OF A FORMER ROADSIDE PARK AND  THE MARK ON THE LEFT,
 DH8955'A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 48.5 FT WITH A
 DH8955'5-INCH NGS LOGO CAP FLUSH WITH THE GROUND ABOUT 1.0 FT BELOW THE LEVEL
 DH8955'OF STATE ROAD  A1A (STATE ROAD 105), THE DATUM POINT IS RECESSED 0.2
 DH8955'FT BELOW THE LEVEL OF THE NGS LOGO  CAP.
 DH8955'
 DH8955'LOCATED 48.6 FT SOUTHWEST OF THE CENTERLINE OF STATE ROAD A1A (STATE
 DH8955'ROAD 105), 6.5 FT  SOUTH OF A 7-INCH WOODEN CORNER POST FOR A 4-FT
 DH8955'HIGH HOGWIRE FENCE, 1.8 FT SOUTHEAST OF  THE HOGWIRE FENCE AND 0.5 FT
 DH8955'SOUTHEAST OF A CARSONITE WITNESS POST.
 DH8955'
 DH8955'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE NGS LOGO CAP.
 DH8955'
 DH8955'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1395 ***********************************************************************
 BC1395  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1395  DESIGNATION -  872 0186 A TIDAL
 BC1395  PID         -  BC1395
 BC1395  STATE/COUNTY-  FL/DUVAL
 BC1395  COUNTRY     -  US
 BC1395  USGS QUAD   -  MAYPORT (2018)
 BC1395
 BC1395                         *CURRENT SURVEY CONTROL
 BC1395  ______________________________________________________________________
 BC1395* NAD 83(1986) POSITION- 30 26 26.25   (N) 081 26 19.15   (W)   HD_HELD1
 BC1395* NAVD 88 ORTHO HEIGHT -     2.505 (meters)        8.22  (feet) ADJUSTED
 BC1395  ______________________________________________________________________
 BC1395  GEOID HEIGHT    -        -28.533 (meters)                     GEOID18
 BC1395  DYNAMIC HEIGHT  -          2.502 (meters)        8.21  (feet) COMP
 BC1395  MODELED GRAVITY -    979,369.7   (mgal)                       NAVD 88
 BC1395
 BC1395  VERT ORDER      -  SECOND    CLASS I
 BC1395
 BC1395.The horizontal coordinates were determined by differentially corrected
 BC1395.hand held GPS observations or other comparable positioning techniques
 BC1395.and have an estimated accuracy of +/- 3 meters.
 BC1395
 BC1395.The orthometric height was determined by differential leveling and
 BC1395.adjusted by the NATIONAL GEODETIC SURVEY
 BC1395.in May 2004.
 BC1395
 BC1395.No vertical observational check was made to the station.
 BC1395
 BC1395.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1395.GEOID18 height accuracy estimate available here.
 BC1395
 BC1395.This Tidal Bench Mark is designated as VM 5062
 BC1395.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1395
 BC1395.Click photographs - Photos may exist for this station.
 BC1395
 BC1395.The dynamic height is computed by dividing the NAVD 88
 BC1395.geopotential number by the normal gravity value computed on the
 BC1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1395.degrees latitude (g = 980.6199 gals.).
 BC1395
 BC1395.The modeled gravity was interpolated from observed gravity values.
 BC1395
 BC1395;                    North         East    Units  Estimated Accuracy
 BC1395;SPC FL E     -   676,792.4     157,866.5     MT  (+/- 3 meters HH1 GPS) 
 BC1395
 BC1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5788067693(NAD 83)
 BC1395
 BC1395                          SUPERSEDED SURVEY CONTROL
 BC1395
 BC1395.No superseded survey control is available for this station.
 BC1395
 BC1395_MARKER: DJ = TIDAL STATION DISK
 BC1395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1395_STAMPING: 0186 A 1978
 BC1395_MARK LOGO: NOS
 BC1395_PROJECTION: RECESSED 18 CENTIMETERS
 BC1395_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1395+STABILITY: SURFACE MOTION
 BC1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1395+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2022
 BC1395
 BC1395  HISTORY     - Date     Condition        Report By
 BC1395  HISTORY     - 1978     MONUMENTED       NOS
 BC1395  HISTORY     - 1978     GOOD             FLDNR
 BC1395  HISTORY     - 19880101 GOOD             FLDNR
 BC1395  HISTORY     - 20040603 GOOD             FLDEP
 BC1395  HISTORY     - 20220726 GOOD             FLDEP
 BC1395
 BC1395                          STATION DESCRIPTION
 BC1395
 BC1395'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1395'3.3 MI NORTH FROM MAYPORT.
 BC1395'BEGINNING AT THE INTERSECTION OF STATE ROAD 105 AND THE WEST LANDING
 BC1395'OF THE MAYPORT FERRY AT MAYPORT, PROCEED 0.6 MILES NORTH ALONG STATE
 BC1395'ROAD A1A TO AN INTERSECTION WITH EDGEWOOD DRIVE. PROCEED 0.55 MILES
 BC1395'NORTH ALONG EDGEWOOD DRIVE TO AN INTERSECTION WITH PALMETTO AVENUE,
 BC1395'THENCE PROCEED 2.15 MILES NORTH ALONG PALMETTO AVENUE TO THE LOCATION
 BC1395'OF THE MARK. THE MARK BEARS 24.5 FEET EAST OF THE WALK LEADING TO THE
 BC1395'NORTH SHORE LINE OF ST. GEORGE ISLAND, 16 FEET SOUTH OF HIGH GROUND
 BC1395'SOUTH OF THE NORTH SHORELINE OF ST. GEORGE ISLAND, 23.2 FEET NORTHEAST
 BC1395'OF THE MOBILE HOME RESIDENCE OF LIEUTENANT DURANT, 130 FEET NORTHWEST
 BC1395'OF THE NORTHWEST CORNER OF A LARGE WHITE HOUSE.
 BC1395
 BC1395                          STATION RECOVERY (1988)
 BC1395
 BC1395'RECOVERY NOTE BY FL DEPT OF NAT RES 1988 (RWH)
 BC1395'RECOVERED IN GOOD CONDITION.  NOTE--EXCEPT EDGEWOOD DRIVE IS NOW KNOWN
 BC1395'AS FORT GEORGE ROAD, THE MARK IS ALSO 47.0 FT (14.3 M) SOUTH SOUTHWEST
 BC1395'OF THE NORTWEST CORNER OF A WOODEN SEAWALL.
 BC1395
 BC1395                          STATION RECOVERY (2004)
 BC1395
 BC1395'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1395'THE MARK IS 3.4 MI NORTH OF MAYPORT IN SECTION 37 TOWNSHIP 1 SOUTH,
 BC1395'RANGE 29 EAST.
 BC1395'
 BC1395'TO REACH THE MARK FROM THE MAYPORT FERRY LANDING ON THE WEST SIDE OF
 BC1395'STATE ROAD A1A  (HECKSCHER DRIVE) IN MAYPORT, GO NORTHEAST ON STATE
 BC1395'ROAD A1A FOR 0.6 MI TO THE JUNCTION  OF FORT GEORGE ROAD ON THE LEFT,
 BC1395'TURN LEFT ON FORT GEORGE ROAD AND GO NORTH FOR 0.55  MI TO THE
 BC1395'JUNCTION OF PALMETTO AVENUE AND EDGEWOOD DRIVE, TURN LEFT ON PALMETTO
 BC1395'AVENUE AND GO NORTH FOR 2.15 MI TO THE PARKING LOT FOR KINGSLEY
 BC1395'PLANTATION, NOW BY  WALKING GO NORTHWEST THROUGH THE PLANTATION
 BC1395'GROUNDS FOR ABOUT 400.0 FT TO THE MARK,  SET IN THE TOP OF A ROUND
 BC1395'CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BC1395'
 BC1395'LOCATED 130.0 FT NORTHWEST OF THE NORTHWEST CORNER OF THE ARMY-NAVY
 BC1395'CLUB BUILDING,  49.0 FT SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF A
 BC1395'WOODEN BULKHEAD ALONG THE  FORT GEORGE RIVER, IN LINE WITH THE WEST
 BC1395'SIDE OF THE BULKHEAD, 26.0 FT NORTHEAST OF A 36 -INCH OAK TREE, 16.5
 BC1395'FT EAST OF A 32-INCH OAK TREE, 1.0 FT SOUTH OF THE SOUTH EDGE OF A
 BC1395'WALKING PATH AND 0.5 FT NORTH OF A CARSONITE WITNESS POST.
 BC1395'
 BC1395'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MONUMENT.
 BC1395
 BC1395                          STATION RECOVERY (2022)
 BC1395
 BC1395'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 BC1395'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1391 ***********************************************************************
 BC1391  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1391  DESIGNATION -  872 0186 E TIDAL
 BC1391  PID         -  BC1391
 BC1391  STATE/COUNTY-  FL/DUVAL
 BC1391  COUNTRY     -  US
 BC1391  USGS QUAD   -  MAYPORT (2018)
 BC1391
 BC1391                         *CURRENT SURVEY CONTROL
 BC1391  ______________________________________________________________________
 BC1391* NAD 83(1986) POSITION- 30 26 12.81   (N) 081 26 19.50   (W)   HD_HELD1
 BC1391* NAVD 88 ORTHO HEIGHT -     2.163 (meters)        7.10  (feet) ADJUSTED
 BC1391  ______________________________________________________________________
 BC1391  GEOID HEIGHT    -        -28.533 (meters)                     GEOID18
 BC1391  DYNAMIC HEIGHT  -          2.160 (meters)        7.09  (feet) COMP
 BC1391  MODELED GRAVITY -    979,369.5   (mgal)                       NAVD 88
 BC1391
 BC1391  VERT ORDER      -  SECOND    CLASS I
 BC1391
 BC1391.The horizontal coordinates were determined by differentially corrected
 BC1391.hand held GPS observations or other comparable positioning techniques
 BC1391.and have an estimated accuracy of +/- 3 meters.
 BC1391
 BC1391.The orthometric height was determined by differential leveling and
 BC1391.adjusted by the NATIONAL GEODETIC SURVEY
 BC1391.in January 2023.
 BC1391
 BC1391.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1391.GEOID18 height accuracy estimate available here.
 BC1391
 BC1391.This Tidal Bench Mark is designated as VM 5063
 BC1391.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1391
 BC1391.Click photographs - Photos may exist for this station.
 BC1391
 BC1391.The dynamic height is computed by dividing the NAVD 88
 BC1391.geopotential number by the normal gravity value computed on the
 BC1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1391.degrees latitude (g = 980.6199 gals.).
 BC1391
 BC1391.The modeled gravity was interpolated from observed gravity values.
 BC1391
 BC1391;                    North         East    Units  Estimated Accuracy
 BC1391;SPC FL E     -   676,378.6     157,855.6     MT  (+/- 3 meters HH1 GPS) 
 BC1391
 BC1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5786967279(NAD 83)
 BC1391
 BC1391                          SUPERSEDED SURVEY CONTROL
 BC1391
 BC1391  NAVD 88 (06/29/06)    2.152  (m)            7.06   (f) SUPERSEDED  2 1
 BC1391  NAVD 88 (05/18/04)    2.149  (m)            7.05   (f) SUPERSEDED  2 1
 BC1391
 BC1391.Superseded values are not recommended for survey control.
 BC1391
 BC1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1391.See file dsdata.pdf to determine how the superseded data were derived.
 BC1391
 BC1391_MARKER: DJ = TIDAL STATION DISK
 BC1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1391_STAMPING: 0186 E 1978
 BC1391_MARK LOGO: NOS
 BC1391_PROJECTION: RECESSED 8 CENTIMETERS
 BC1391_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1391+STABILITY: SURFACE MOTION
 BC1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1391+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2022
 BC1391
 BC1391  HISTORY     - Date     Condition        Report By
 BC1391  HISTORY     - 1978     MONUMENTED       NOS
 BC1391  HISTORY     - 1978     GOOD             FLDNR
 BC1391  HISTORY     - 19880101 GOOD             FLDNR
 BC1391  HISTORY     - 20040603 GOOD             FLDEP
 BC1391  HISTORY     - 20220726 GOOD             FLDEP
 BC1391
 BC1391                          STATION DESCRIPTION
 BC1391
 BC1391'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1391'3.3 MI NORTH FROM MAYPORT.
 BC1391'BEGINNING AT THE INTERSECTION OF STATE ROAD 105 AND THE WEST LANDING
 BC1391'OF THE MAYPORT FERRY AT MAYPORT, PROCEED 0.6 MILES NORTH ALONG STATE
 BC1391'ROAD A1A TO AN INTERSECTION WITH EDGEWOOD DRIVE. PROCEED 0.55 MILES
 BC1391'NORTH ALONG EDGEWOOD DRIVE TO AN INTERSECTION WITH PALMETTO AVENUE,
 BC1391'THENCE PROCEED 2.15 MILES MILES NORTH ALONG PALMETTE AVENUE TO THE
 BC1391'LOCATION OF THE MARK. THE MARK BEARS 18 FEET SOUTHWEST OF THE
 BC1391'SOUTHWEST CORNER OF THE EIGHTH SLAVE QUARTER BUILDING WEST OF DRIVE TO
 BC1391'KINGSLEY PLANTATION, 290 FEET WEST OF CENTERLINE OF DRIVE TO KINGSLEY
 BC1391'PLANTATION, 5 FEET SOUTHWEST OF A 14 INCH OAK MARKED WITH AN X 6 FEET
 BC1391'ABOVE THE GROUND, AND 5.1 FEET NORTH OF A 14 INCH PALMETTO PALM.
 BC1391
 BC1391                          STATION RECOVERY (1988)
 BC1391
 BC1391'RECOVERY NOTE BY FL DEPT OF NAT RES 1988 (RWH)
 BC1391'RECOVERED IN GOOD CONDITION.  NOTE--EXCEPT EDGEWOOD DRIVE IS NOW KNOWN
 BC1391'AS FORT GEORGE ROAD. DELETE GO 2.15 MILES (3.46 KM) NORTH ON PALMETTO
 BC1391'AVENUE TO ITS END AT THE KINGSLEY PLANTATION STATE HISTORIC SITE AND
 BC1391'ADD GO 1.9 MILES (3.1 KM) NORTH ALONG PALMETTO AVENUE TO A ROW OF OLD
 BC1391'SLAVE QUARTERS BUILDINGS AT THE KINGSLEY PLANTATION STATE HISTORIC
 BC1391'SITE AND THE VICINITY OF THE MARK.
 BC1391
 BC1391                          STATION RECOVERY (2004)
 BC1391
 BC1391'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1391'RECOVERED IN GOOD CONDITION, WITH THESE ADDITIONS.
 BC1391'
 BC1391'THE MARK IS IN SECTION 37, TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 BC1391'
 BC1391'LOCATED 18.0 FT SOUTHWEST OF THE SOUTHWEST CORNER OF THE SEVENTH AND
 BC1391'LAST SLAVE  QUARTER WEST OF PALMETTO ROAD AND 6.0 FT NORTH OF A
 BC1391'CARSONITE WITNESS POST.
 BC1391'
 BC1391'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MONUMENT.
 BC1391
 BC1391                          STATION RECOVERY (2022)
 BC1391
 BC1391'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 BC1391'RECOVERED IN GOOD CONDITION.
 BC1391'
 BC1391'NOTE-WITH THESE ADDITIONS, 63.9 FT (19.5 M) SOUTHEAST OF THE SOUTHEAST
 BC1391'CORNER OF THE SIXTH SLAVE HOUSE, 17.8 FT (5.4 M) EAST OF THE SOUTHWEST
 BC1391'CORNER OF THE SEVENTH SLAVE HOUSE AND 5.4 FT (1.6 M) NORTHEAST OF A
 BC1391'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8418 ***********************************************************************
 DR8418  DESIGNATION -  872 0186 F
 DR8418  PID         -  DR8418
 DR8418  STATE/COUNTY-  FL/DUVAL
 DR8418  COUNTRY     -  US
 DR8418  USGS QUAD   -  MAYPORT (2018)
 DR8418
 DR8418                         *CURRENT SURVEY CONTROL
 DR8418  ______________________________________________________________________
 DR8418* NAD 83(1986) POSITION- 30 26 23.19   (N) 081 26 19.39   (W)   HD_HELD1
 DR8418* NAVD 88 ORTHO HEIGHT -     2.118 (meters)        6.95  (feet) ADJUSTED
 DR8418  ______________________________________________________________________
 DR8418  GEOID HEIGHT    -        -28.533 (meters)                     GEOID18
 DR8418  DYNAMIC HEIGHT  -          2.115 (meters)        6.94  (feet) COMP
 DR8418  MODELED GRAVITY -    979,369.7   (mgal)                       NAVD 88
 DR8418
 DR8418  VERT ORDER      -  SECOND    CLASS I
 DR8418
 DR8418.The horizontal coordinates were determined by differentially corrected
 DR8418.hand held GPS observations or other comparable positioning techniques
 DR8418.and have an estimated accuracy of +/- 3 meters.
 DR8418
 DR8418.The orthometric height was determined by differential leveling and
 DR8418.adjusted by the NATIONAL GEODETIC SURVEY
 DR8418.in January 2023.
 DR8418
 DR8418.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8418.GEOID18 height accuracy estimate available here.
 DR8418
 DR8418.Click photographs - Photos may exist for this station.
 DR8418
 DR8418.The dynamic height is computed by dividing the NAVD 88
 DR8418.geopotential number by the normal gravity value computed on the
 DR8418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8418.degrees latitude (g = 980.6199 gals.).
 DR8418
 DR8418.The modeled gravity was interpolated from observed gravity values.
 DR8418
 DR8418;                    North         East    Units  Estimated Accuracy
 DR8418;SPC FL E     -   676,698.2     157,859.8     MT  (+/- 3 meters HH1 GPS) 
 DR8418
 DR8418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5787467599(NAD 83)
 DR8418
 DR8418                          SUPERSEDED SURVEY CONTROL
 DR8418
 DR8418.No superseded survey control is available for this station.
 DR8418
 DR8418_MARKER: F = FLANGE-ENCASED ROD
 DR8418_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR8418_STAMPING: 0186 F 2022
 DR8418_MARK LOGO: FLDEP
 DR8418_PROJECTION: RECESSED 5 CENTIMETERS
 DR8418_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8418+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2022
 DR8418_ROD/PIPE-DEPTH: 17.2 meters
 DR8418
 DR8418  HISTORY     - Date     Condition        Report By
 DR8418  HISTORY     - 20220805 MONUMENTED       FLDEP
 DR8418
 DR8418                          STATION DESCRIPTION
 DR8418
 DR8418'DESCRIBED BY FL DEPT OF ENV PRO 2022 (MAH)
 DR8418'THE MARK IS ABOUT 10.2 MI (16.4 KM) EAST OF EASTPORT, 10.1 MI (16.3
 DR8418'KM) NORTH-NORTHWEST OF JACKSONVILLE BEACH AND 3.1 MI (5.0 KM) NORTH OF
 DR8418'MAYPORT.
 DR8418'
 DR8418'NOTE-THE MARK CAN ONLY BE ACCESSED DURING PLANTATION HOURS OR BY
 DR8418'CONTACTING STEVEN KIDD 904-805-7510 OR 904-801-9761 CELL.
 DR8418'
 DR8418'TO REACH THE MARK FROM THE INTERSTATE 295 OVERPASS AND STATE ROAD A1A
 DR8418'(HECKSCHER DRIVE) ABOUT 8.25 MI (13.27 KM) NORTHEAST OF JACKSONVILLE,
 DR8418'GO EAST ON STATE ROAD A1A (HECKSCHER DRIVE) FOR 9.0 MI (14.5 KM) TO
 DR8418'THE MAYPORT FERRY LANDING ON THE WEST SIDE OF STATE ROAD A1A
 DR8418'(HECKSCHER DRIVE) IN MAYPORT.  CONTINUE NORTHEAST ON STATE ROAD A1A
 DR8418'FOR 0.65 MI (1.05 KM) TO THE JUNCTION OF FORT GEORGE ROAD ON THE LEFT.
 DR8418'TURN LEFT ON FORT GEORGE ROAD AND GO NORTH FOR 0.55 MI (0.88 KM) TO
 DR8418'THE JUNCTION OF PALMETTO AVENUE.  CONTINUE NORTHEASTERLY FOR 1.4 MI
 DR8418'(2.3 KM) TO THE JUNCTION OF AN ALL WEATHER ROAD LEADING EASTERLY TO
 DR8418'THE RIBAULT CLUB ON THE RIGHT.  CONTINUE NORTHWESTERLY FOR 1.0 MI (1.6
 DR8418'KM) TO THE JUNCTION OF PALMETTO AVENUE ON THE LEFT AND THE ALL WEATHER
 DR8418'ENTRANCE ROAD TO THE KINGSLEY PLANTATION ON THE RIGHT.  TURN RIGHT
 DR8418'PASSING THROUGH THE PLANTATION GATE AND GO NORTH NOW ON PALMETTO
 DR8418'AVENUE FOR 0.1 MI (0.2 KM) TO AN ALL WEATHER SERVICE ROAD ON THE LEFT.
 DR8418'TURN LEFT ON THE ALL WEATHER SERVICE ROAD AND GO NORTHEASTERLY FOR
 DR8418'0.15 MI (0.24 KM) TO THE PLANTATIONS SHOP BUILDINGS AREA ON THE LEFT,
 DR8418'THE KINGSLEY PLANTATION HOUSE ON THE LEFT AND THE MARK ON THE RIGHT, A
 DR8418'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 56.4 FT (17.2 M)
 DR8418'WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW
 DR8418'THE LEVEL OF THE GROUND AND LEVEL WITH ALL WEATHER ROAD, THE DATUM
 DR8418'POINT IS RECESSED 0.7 FT (21 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO
 DR8418'CAP.
 DR8418'
 DR8418'LOCATED 163.4 FT (49.8 M) EAST OF WOODEN POWER POLE NUMBER 11675D,
 DR8418'126.2 FT (38.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF KINGSLEY
 DR8418'PLANTATION HOUSE, 103.4 FT (31.5 M) SOUTHEAST OF A UNDERGROUND
 DR8418'TELEPHONE UTILITIES BOX, 25.5 FT (7.8 M) NORTHWEST OF A 2.0 FT (0.6 M)
 DR8418'DIAMETER LONE STANDING CABBAGE PALM TREE AND 2.0 FT (0.6 M) SOUTH OF A
 DR8418'CARSONITE WITNESS POST.
 DR8418'
 DR8418'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8418'
 DR8418'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8418'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8419 ***********************************************************************
 DR8419  DESIGNATION -  872 0186 G
 DR8419  PID         -  DR8419
 DR8419  STATE/COUNTY-  FL/DUVAL
 DR8419  COUNTRY     -  US
 DR8419  USGS QUAD   -  MAYPORT (2018)
 DR8419
 DR8419                         *CURRENT SURVEY CONTROL
 DR8419  ______________________________________________________________________
 DR8419* NAD 83(1986) POSITION- 30 26 15.00   (N) 081 25 45.13   (W)   HD_HELD1
 DR8419* NAVD 88 ORTHO HEIGHT -     4.723 (meters)       15.50  (feet) ADJUSTED
 DR8419  ______________________________________________________________________
 DR8419  GEOID HEIGHT    -        -28.545 (meters)                     GEOID18
 DR8419  DYNAMIC HEIGHT  -          4.717 (meters)       15.48  (feet) COMP
 DR8419  MODELED GRAVITY -    979,369.4   (mgal)                       NAVD 88
 DR8419
 DR8419  VERT ORDER      -  SECOND    CLASS I
 DR8419
 DR8419.The horizontal coordinates were determined by differentially corrected
 DR8419.hand held GPS observations or other comparable positioning techniques
 DR8419.and have an estimated accuracy of +/- 3 meters.
 DR8419
 DR8419.The orthometric height was determined by differential leveling and
 DR8419.adjusted by the NATIONAL GEODETIC SURVEY
 DR8419.in January 2023.
 DR8419
 DR8419.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8419.GEOID18 height accuracy estimate available here.
 DR8419
 DR8419.Click photographs - Photos may exist for this station.
 DR8419
 DR8419.The dynamic height is computed by dividing the NAVD 88
 DR8419.geopotential number by the normal gravity value computed on the
 DR8419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8419.degrees latitude (g = 980.6199 gals.).
 DR8419
 DR8419.The modeled gravity was interpolated from observed gravity values.
 DR8419
 DR8419;                    North         East    Units  Estimated Accuracy
 DR8419;SPC FL E     -   676,442.5     158,772.9     MT  (+/- 3 meters HH1 GPS) 
 DR8419
 DR8419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5878667343(NAD 83)
 DR8419
 DR8419                          SUPERSEDED SURVEY CONTROL
 DR8419
 DR8419.No superseded survey control is available for this station.
 DR8419
 DR8419_MARKER: F = FLANGE-ENCASED ROD
 DR8419_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR8419_STAMPING: 0186 G 2022
 DR8419_MARK LOGO: FLDEP
 DR8419_PROJECTION: RECESSED 5 CENTIMETERS
 DR8419_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8419+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2022
 DR8419_ROD/PIPE-DEPTH: 24.2 meters
 DR8419
 DR8419  HISTORY     - Date     Condition        Report By
 DR8419  HISTORY     - 20220805 MONUMENTED       FLDEP
 DR8419
 DR8419                          STATION DESCRIPTION
 DR8419
 DR8419'DESCRIBED BY FL DEPT OF ENV PRO 2022 (MAH)
 DR8419'THE MARK IS ABOUT 10.2 MI (16.4 KM) EAST OF EASTPORT, 10.1 MI (16.3
 DR8419'KM) NORTH-NORTHWEST OF JACKSONVILLE BEACH AND 3.1 MI (5.0 KM) NORTH OF
 DR8419'MAYPORT.
 DR8419'
 DR8419'TO REACH THE MARK FROM THE INTERSTATE 295 OVERPASS AND STATE ROAD A1A
 DR8419'(HECKSCHER DRIVE) ABOUT 8.25 MI (13.27 KM) NORTHEAST OF JACKSONVILLE,
 DR8419'GO EAST ON STATE ROAD A1A (HECKSCHER DRIVE) FOR 9.0 MI (14.5 KM) TO
 DR8419'THE MAYPORT FERRY LANDING ON THE WEST SIDE OF STATE ROAD A1A
 DR8419'(HECKSCHER DRIVE) IN MAYPORT.  CONTINUE NORTHEAST ON STATE ROAD A1A
 DR8419'FOR 0.65 MI (1.05 KM) TO THE JUNCTION OF FORT GEORGE ROAD ON THE LEFT.
 DR8419'TURN LEFT ON FORT GEORGE ROAD AND GO NORTH FOR 0.55 MI (0.88 KM) TO
 DR8419'THE JUNCTION OF PALMETTO AVENUE.  CONTINUE NORTHEASTERLY FOR 1.4 MI
 DR8419'(2.3 KM) TO THE ENTRANCE TO THE RIBAULT CLUB ON THE RIGHT.  CONTINUE
 DR8419'NORTH ON FORT GEORGE ROAD FOR 0.5 MI (0.8 KM) TO A SMALL PARKING LOT
 DR8419'AREA AND THE ENTRANCE TO A (SOUTHWEST-NORTHEAST) HIKING TRAIL ON THE
 DR8419'RIGHT.  TURN RIGHT NOW BY WALKING AND GO NORTHEAST ON THE
 DR8419'(SOUTHWEST-NORTHEAST) HIKING TRAIL FOR 0.2 MI (0.3 KM) TO A T-JUNCTION
 DR8419'OF (NORTHWEST-SOUTHEAST) HIKING TRAIL.  TURN LEFT ON THE
 DR8419'(NORTHWEST-SOUTHEAST) HIKING TRAIL AND GO NORTHWEST ABOUT 100.0 FT
 DR8419'(30.5 M) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO
 DR8419'REFUSAL AT A DEPTH OF 79.4 FT (24.2 M) WITH A 6-INCH (15 CM) (FLDEP)
 DR8419'LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.2
 DR8419'FT (6 CM) BELOW THE LEVEL WITH THE ATV TRAIL, THE DATUM POINT IS
 DR8419'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR8419'
 DR8419'LOCATED 90.0 FT (27.4 M) NORTH-NORTHWEST OF THE T-JUNCTION OF A SAND
 DR8419'ATV TRAIL (NORTHEAST-SOUTHWEST) INTERSECTING WITH A
 DR8419'(NORTHWEST-SOUTHEAST) TRAIL, 87.0 FT (26.5 M) SOUTH-SOUTHEAST OF A
 DR8419'TREE LINE, 59.7 FT (18.2 M) NORTHWEST OF THE NORTHWEST SUPPORT LEG OF
 DR8419'A TALBOT ISLAND STATE PARK (WILDLIFE INFORMATION) SIGN, 14.0 FT (4.3
 DR8419'M) EAST-NORTHEAST OF A SAND ATV TRAIL AND 2.0 FT (0.6 M) SOUTHWEST OF
 DR8419'A CARSONITE WITNESS POST.
 DR8419'
 DR8419'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8419'
 DR8419'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8419'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8420 ***********************************************************************
 DR8420  DESIGNATION -  872 0186 H
 DR8420  PID         -  DR8420
 DR8420  STATE/COUNTY-  FL/DUVAL
 DR8420  COUNTRY     -  US
 DR8420  USGS QUAD   -  MAYPORT (2018)
 DR8420
 DR8420                         *CURRENT SURVEY CONTROL
 DR8420  ______________________________________________________________________
 DR8420* NAD 83(1986) POSITION- 30 25 40.37   (N) 081 25 23.75   (W)   HD_HELD1
 DR8420* NAVD 88 ORTHO HEIGHT -     1.120 (meters)        3.67  (feet) ADJUSTED
 DR8420  ______________________________________________________________________
 DR8420  GEOID HEIGHT    -        -28.554 (meters)                     GEOID18
 DR8420  DYNAMIC HEIGHT  -          1.119 (meters)        3.67  (feet) COMP
 DR8420  MODELED GRAVITY -    979,368.4   (mgal)                       NAVD 88
 DR8420
 DR8420  VERT ORDER      -  SECOND    CLASS I
 DR8420
 DR8420.The horizontal coordinates were determined by differentially corrected
 DR8420.hand held GPS observations or other comparable positioning techniques
 DR8420.and have an estimated accuracy of +/- 3 meters.
 DR8420
 DR8420.The orthometric height was determined by differential leveling and
 DR8420.adjusted by the NATIONAL GEODETIC SURVEY
 DR8420.in January 2023.
 DR8420
 DR8420.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8420.GEOID18 height accuracy estimate available here.
 DR8420
 DR8420.Click photographs - Photos may exist for this station.
 DR8420
 DR8420.The dynamic height is computed by dividing the NAVD 88
 DR8420.geopotential number by the normal gravity value computed on the
 DR8420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8420.degrees latitude (g = 980.6199 gals.).
 DR8420
 DR8420.The modeled gravity was interpolated from observed gravity values.
 DR8420
 DR8420;                    North         East    Units  Estimated Accuracy
 DR8420;SPC FL E     -   675,374.0     159,339.4     MT  (+/- 3 meters HH1 GPS) 
 DR8420
 DR8420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5935366275(NAD 83)
 DR8420
 DR8420                          SUPERSEDED SURVEY CONTROL
 DR8420
 DR8420.No superseded survey control is available for this station.
 DR8420
 DR8420_MARKER: F = FLANGE-ENCASED ROD
 DR8420_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR8420_STAMPING: 0186 H 2022
 DR8420_MARK LOGO: FLDEP
 DR8420_PROJECTION: RECESSED 5 CENTIMETERS
 DR8420_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8420+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2022
 DR8420_ROD/PIPE-DEPTH: 18.2 meters
 DR8420
 DR8420  HISTORY     - Date     Condition        Report By
 DR8420  HISTORY     - 20220805 MONUMENTED       FLDEP
 DR8420
 DR8420                          STATION DESCRIPTION
 DR8420
 DR8420'DESCRIBED BY FL DEPT OF ENV PRO 2022 (MAH)
 DR8420'THE MARK IS ABOUT 10.2 MI (16.4 KM) EAST OF EASTPORT, 10.1 MI (16.3
 DR8420'KM) NORTH-NORTHWEST OF JACKSONVILLE BEACH AND 3.1 MI (5.0 KM) NORTH OF
 DR8420'MAYPORT.
 DR8420'
 DR8420'TO REACH THE MARK FROM THE INTERSTATE 295 OVERPASS AND STATE ROAD A1A
 DR8420'(HECKSCHER DRIVE) ABOUT 8.25 MI (13.27 KM) NORTHEAST OF JACKSONVILLE,
 DR8420'GO EAST ON STATE ROAD A1A (HECKSCHER DRIVE) FOR 9.0 MI (14.5 KM) TO
 DR8420'THE MAYPORT FERRY LANDING ON THE WEST SIDE OF STATE ROAD A1A
 DR8420'(HECKSCHER DRIVE) IN MAYPORT.  CONTINUE NORTHEAST ON STATE ROAD A1A
 DR8420'FOR 0.65 MI (1.05 KM) TO THE JUNCTION OF FORT GEORGE ROAD ON THE LEFT.
 DR8420'TURN LEFT ON FORT GEORGE ROAD AND GO NORTH FOR 0.55 MI (0.88 KM) TO
 DR8420'THE JUNCTION OF PALMETTO AVENUE.  CONTINUE NORTHEASTERLY FOR 1.4 MI
 DR8420'(2.3 KM) TO THE RIBAULT CLUB ON THE RIGHT AND THE JUNCTION OF AN ALL
 DR8420'WEATHER ROAD LEADING EASTERLY TO THE RIBAULT CLUB ON THE RIGHT.  TURN
 DR8420'RIGHT ON THE ALL WEATHER ROAD AND GO EASTERLY 0.15 MI (0.24 KM) TO THE
 DR8420'BOAT RAMP PARKING LOT AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD
 DR8420'DRIVEN TO REFUSAL AT A DEPTH OF 59.7 FT (18.2 M) WITH A 6-INCH (15 CM)
 DR8420'(FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DR8420'AND 0.2 FT (6 CM) BELOW THE LEVEL WITH ALL WEATHER ROAD, THE DATUM
 DR8420'POINT IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO
 DR8420'CAP.
 DR8420'
 DR8420'LOCATED 55.5 FT (16.9 M) NORTHEAST OF THE SOUTHEAST CORNER 0F A (12 FT
 DR8420'X 20FT) CONCRETE SLAB SUPPORTING A COVERED PICNIC SHELTER, 44.5 FT
 DR8420'(13.6 M) WEST OF THE SEA VEGETATION LINE, 40.0 FT (12.2 M) SOUTH OF
 DR8420'THE EXTENDED CENTERLINE OF AN ALL WEATHER ROAD AT THE RIBAULT BOAT
 DR8420'RAMP, 38.5 FT (11.7 M) NORTH OF A LONE STANDING CABBAGE PALM TREE AND
 DR8420'2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST ON THE SOUTHEAST
 DR8420'WOODEN FENCE RAIL AT THE SOUTHEAST CORNER OF THE RIBAULT BOAT RAMP
 DR8420'PARKING LOT.
 DR8420'
 DR8420'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8420'
 DR8420'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8420'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1474 ***********************************************************************
 BC1474  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1474  DESIGNATION -  872 0189 A TIDAL
 BC1474  PID         -  BC1474
 BC1474  STATE/COUNTY-  FL/DUVAL
 BC1474  COUNTRY     -  US
 BC1474  USGS QUAD   -  TROUT RIVER (2018)
 BC1474
 BC1474                         *CURRENT SURVEY CONTROL
 BC1474  ______________________________________________________________________
 BC1474* NAD 83(1986) POSITION- 30 26 16.     (N) 081 38 34.     (W)   SCALED
 BC1474* NAVD 88 ORTHO HEIGHT -     3.575 (meters)       11.73  (feet) ADJUSTED
 BC1474  ______________________________________________________________________
 BC1474  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 BC1474  DYNAMIC HEIGHT  -          3.571 (meters)       11.72  (feet) COMP
 BC1474  MODELED GRAVITY -    979,372.9   (mgal)                       NAVD 88
 BC1474
 BC1474  VERT ORDER      -  SECOND    CLASS I
 BC1474
 BC1474.The horizontal coordinates were scaled from a map and have
 BC1474.an estimated accuracy of +/- 6 seconds.
 BC1474
 BC1474.The orthometric height was determined by differential leveling and
 BC1474.adjusted by the NATIONAL GEODETIC SURVEY
 BC1474.in June 1991.
 BC1474
 BC1474.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1474.GEOID18 height accuracy estimate available here.
 BC1474
 BC1474.This Tidal Bench Mark is designated as VM 5064
 BC1474.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1474
 BC1474.Click photographs - Photos may exist for this station.
 BC1474
 BC1474.The dynamic height is computed by dividing the NAVD 88
 BC1474.geopotential number by the normal gravity value computed on the
 BC1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1474.degrees latitude (g = 980.6199 gals.).
 BC1474
 BC1474.The modeled gravity was interpolated from observed gravity values.
 BC1474
 BC1474;                    North         East    Units  Estimated Accuracy
 BC1474;SPC FL E     -   676,570.      138,260.      MT  (+/- 180 meters Scaled)
 BC1474
 BC1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP382674(NAD 83)
 BC1474
 BC1474                          SUPERSEDED SURVEY CONTROL
 BC1474
 BC1474  NGVD 29 (09/01/92)    3.900  (m)           12.80   (f) ADJUSTED    2 1
 BC1474
 BC1474.Superseded values are not recommended for survey control.
 BC1474
 BC1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1474.See file dsdata.pdf to determine how the superseded data were derived.
 BC1474
 BC1474_MARKER: DB = BENCH MARK DISK
 BC1474_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1474_SP_SET: CURB
 BC1474_STAMPING: 0189 A
 BC1474_MARK LOGO: FLSRD
 BC1474_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1474+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 BC1474
 BC1474  HISTORY     - Date     Condition        Report By
 BC1474  HISTORY     - UNK      MONUMENTED       FLDT
 BC1474  HISTORY     - 1977     GOOD             FLDNR
 BC1474  HISTORY     - 1977     GOOD             FLDNR
 BC1474  HISTORY     - 20040605 GOOD             FLDEP
 BC1474
 BC1474                          STATION DESCRIPTION
 BC1474
 BC1474'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1474'JACKSONVILLE.
 BC1474'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD 105 (HECKSCHER
 BC1474'DRIVE), AT JACKSONVILLE FLORIDA, PROCEED NORTH ALONG US HIGHWAY
 BC1474'17 ABOUT 2.2 MILES TO THE NORTH END OF A CONCRETE BRIDGE OVER
 BC1474'BROWARD RIVER. THE MARK IS LOCATED ON THE CURB INSIDE THE
 BC1474'GUARDRAIL ON THE NORTHWEST CORNER OF THE NORTHBOUND LANE.
 BC1474
 BC1474                          STATION RECOVERY (1977)
 BC1474
 BC1474'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC1474'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD 105 (HECKSCHER
 BC1474'DRIVE), AT JACKSONVILLE FLORIDA, PROCEED NORTH ALONG US HIGHWAY
 BC1474'17 ABOUT 2.2 MILES TO THE NORTH END OF A CONCRETE BRIDGE OVER
 BC1474'BROWARD RIVER. THE MARK IS LOCATED ON THE CURB INSIDE THE
 BC1474'GUARDRAIL ON THE NORTHWEST CORNER OF THE NORTHBOUND LANE.
 BC1474
 BC1474                          STATION RECOVERY (2004)
 BC1474
 BC1474'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1474'RECOVERED IN GOOD CONDITION.
 BC1474'
 BC1474'THE MARK IS IN SECTION 46, TOWNSHIP 1 SOUTH, RANGE 27 EAST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1475 ***********************************************************************
 BC1475  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1475  DESIGNATION -  872 0189 B TIDAL
 BC1475  PID         -  BC1475
 BC1475  STATE/COUNTY-  FL/DUVAL
 BC1475  COUNTRY     -  US
 BC1475  USGS QUAD   -  TROUT RIVER (2018)
 BC1475
 BC1475                         *CURRENT SURVEY CONTROL
 BC1475  ______________________________________________________________________
 BC1475* NAD 83(1986) POSITION- 30 26 14.     (N) 081 38 32.     (W)   SCALED
 BC1475* NAVD 88 ORTHO HEIGHT -     3.480 (meters)       11.42  (feet) ADJUSTED
 BC1475  ______________________________________________________________________
 BC1475  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 BC1475  DYNAMIC HEIGHT  -          3.476 (meters)       11.40  (feet) COMP
 BC1475  MODELED GRAVITY -    979,372.9   (mgal)                       NAVD 88
 BC1475
 BC1475  VERT ORDER      -  SECOND    CLASS I
 BC1475
 BC1475.The horizontal coordinates were scaled from a map and have
 BC1475.an estimated accuracy of +/- 6 seconds.
 BC1475
 BC1475.The orthometric height was determined by differential leveling and
 BC1475.adjusted by the NATIONAL GEODETIC SURVEY
 BC1475.in June 1991.
 BC1475
 BC1475.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1475.GEOID18 height accuracy estimate available here.
 BC1475
 BC1475.This Tidal Bench Mark is designated as VM 5065
 BC1475.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1475
 BC1475.Click photographs - Photos may exist for this station.
 BC1475
 BC1475.The dynamic height is computed by dividing the NAVD 88
 BC1475.geopotential number by the normal gravity value computed on the
 BC1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1475.degrees latitude (g = 980.6199 gals.).
 BC1475
 BC1475.The modeled gravity was interpolated from observed gravity values.
 BC1475
 BC1475;                    North         East    Units  Estimated Accuracy
 BC1475;SPC FL E     -   676,510.      138,310.      MT  (+/- 180 meters Scaled)
 BC1475
 BC1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP383674(NAD 83)
 BC1475
 BC1475                          SUPERSEDED SURVEY CONTROL
 BC1475
 BC1475  NGVD 29 (09/01/92)    3.805  (m)           12.48   (f) ADJUSTED    2 1
 BC1475
 BC1475.Superseded values are not recommended for survey control.
 BC1475
 BC1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1475.See file dsdata.pdf to determine how the superseded data were derived.
 BC1475
 BC1475_MARKER: DB = BENCH MARK DISK
 BC1475_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1475_SP_SET: CURB
 BC1475_STAMPING: 0189 B
 BC1475_MARK LOGO: FLSRD
 BC1475_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1475_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1475_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1475+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 BC1475
 BC1475  HISTORY     - Date     Condition        Report By
 BC1475  HISTORY     - UNK      MONUMENTED       FLDT
 BC1475  HISTORY     - 1977     GOOD             FLDNR
 BC1475  HISTORY     - 1977     GOOD             FLDNR
 BC1475  HISTORY     - 20030220 POOR             FLDEP
 BC1475  HISTORY     - 20040605 POOR             FLDEP
 BC1475
 BC1475                          STATION DESCRIPTION
 BC1475
 BC1475'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1475'JACKSONVILLE.
 BC1475'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD 105 (HECKSCHER
 BC1475'DRIVE), AT JACKSONVILLE, FLORIDA, PROCEED NORTH ALONG US HIGHWAY
 BC1475'17 ABOUT 2.1 MILES TO THE SOUTH END OF A CONCRETE BRIDGE OVER THE
 BC1475'BROWARD RIVER. THE MARK IS LOCATED ON THE CURB INSIDE THE GUARDRAIL
 BC1475'ON THE SOUTHEAST CORNER OF THE NORTHBOUND LANE.
 BC1475
 BC1475                          STATION RECOVERY (1977)
 BC1475
 BC1475'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC1475'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD 105 (HECKSCHER
 BC1475'DRIVE), AT JACKSONVILLE, FLORIDA, PROCEED NORTH ALONG US HIGHWAY
 BC1475'17 ABOUT 2.1 MILES TO THE SOUTH END OF A CONCRETE BRIDGE OVER THE
 BC1475'BROWARD RIVER. THE MARK IS LOCATED ON THE CURB INSIDE THE GUARDRAIL
 BC1475'ON THE SOUTHEAST CORNER OF THE NORTHBOUND LANE.
 BC1475
 BC1475                          STATION RECOVERY (2003)
 BC1475
 BC1475'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1475'SURVIVABILITY OF THIS MARK IS QUESTIONABLE. MARK IN REMNANT OF A CURB.
 BC1475'
 BC1475
 BC1475                          STATION RECOVERY (2004)
 BC1475
 BC1475'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1475'THE MARK IS IN SECTION 46, TOWNSHIP 1 SOUTH, RANGE 27 EAST.
 BC1475'
 BC1475'NOTE THE MARK IS LOCATED UNDER THE STEEL GUARDRAIL AND IS THEREFORE
 BC1475'NOT DIRECTLY  ACCESSIBLE.
 BC1475'
 BC1475'NOTE THE CURBING IN WHICH THE MARK IS SET IS DETERIORATING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1473 ***********************************************************************
 BC1473  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1473  DESIGNATION -  872 0189 C TIDAL
 BC1473  PID         -  BC1473
 BC1473  STATE/COUNTY-  FL/DUVAL
 BC1473  COUNTRY     -  US
 BC1473  USGS QUAD   -  TROUT RIVER (2018)
 BC1473
 BC1473                         *CURRENT SURVEY CONTROL
 BC1473  ______________________________________________________________________
 BC1473* NAD 83(1986) POSITION- 30 27 24.     (N) 081 38 11.     (W)   SCALED
 BC1473* NAVD 88 ORTHO HEIGHT -     9.294 (meters)       30.49  (feet) ADJUSTED
 BC1473  ______________________________________________________________________
 BC1473  GEOID HEIGHT    -        -28.310 (meters)                     GEOID18
 BC1473  DYNAMIC HEIGHT  -          9.282 (meters)       30.45  (feet) COMP
 BC1473  MODELED GRAVITY -    979,374.0   (mgal)                       NAVD 88
 BC1473
 BC1473  VERT ORDER      -  SECOND    CLASS I
 BC1473
 BC1473.The horizontal coordinates were scaled from a map and have
 BC1473.an estimated accuracy of +/- 6 seconds.
 BC1473
 BC1473.The orthometric height was determined by differential leveling and
 BC1473.adjusted by the NATIONAL GEODETIC SURVEY
 BC1473.in June 1991.
 BC1473
 BC1473.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1473.GEOID18 height accuracy estimate available here.
 BC1473
 BC1473.This Tidal Bench Mark is designated as VM 5066
 BC1473.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1473
 BC1473.Click photographs - Photos may exist for this station.
 BC1473
 BC1473.The dynamic height is computed by dividing the NAVD 88
 BC1473.geopotential number by the normal gravity value computed on the
 BC1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1473.degrees latitude (g = 980.6199 gals.).
 BC1473
 BC1473.The modeled gravity was interpolated from observed gravity values.
 BC1473
 BC1473;                    North         East    Units  Estimated Accuracy
 BC1473;SPC FL E     -   678,660.      138,880.      MT  (+/- 180 meters Scaled)
 BC1473
 BC1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP389695(NAD 83)
 BC1473
 BC1473                          SUPERSEDED SURVEY CONTROL
 BC1473
 BC1473  NGVD 29 (09/01/92)    9.616  (m)           31.55   (f) ADJUSTED    2 1
 BC1473
 BC1473.Superseded values are not recommended for survey control.
 BC1473
 BC1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1473.See file dsdata.pdf to determine how the superseded data were derived.
 BC1473
 BC1473_MARKER: DJ = TIDAL STATION DISK
 BC1473_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1473_SP_SET: CULVERT HEADWALL
 BC1473_STAMPING: 0189 C
 BC1473_MARK LOGO: NOS
 BC1473_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1473+STABILITY: SURFACE MOTION
 BC1473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1473+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 BC1473
 BC1473  HISTORY     - Date     Condition        Report By
 BC1473  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1473  HISTORY     - 1977     GOOD             FLDNR
 BC1473  HISTORY     - 20040605 GOOD             FLDEP
 BC1473
 BC1473                          STATION DESCRIPTION
 BC1473
 BC1473'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1473'JACKSONVILLE.
 BC1473'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD 105 (HECKSCHER
 BC1473'DRIVE), AT JACKSONVILLE FLORIDA, PROCEED NORTH ALONG US HIGHWAY 17
 BC1473'ABOUT 3.5 MILES. MARK BEARS 68 FEET EAST OF CENTERLINE OF NORTHBOUND
 BC1473'LANE OF US HIGHWAY 17, ABOUT 258 FEET SOUTH OF I 295 OVERPASS ON
 BC1473'EAST SIDE OF US HIGHWAY 17, ABOUT 53 FEET EAST OF STORM SEWER
 BC1473'LOCATED AT THE NORTH POINT OF A TRIANGULAR MEDIAN, SET FLUSH IN
 BC1473'HEADWALL OF A CULVERT.
 BC1473
 BC1473                          STATION RECOVERY (1977)
 BC1473
 BC1473'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC1473'FROM THE INTERSECTION OF US HIGHWAY 17 AND STATE ROAD 105 (HECKSCHER
 BC1473'DRIVE), AT JACKSONVILLE FLORIDA, PROCEED NORTH ALONG US HIGHWAY 17
 BC1473'ABOUT 3.5 MILES. MARK BEARS 68 FEET EAST OF CENTERLINE OF NORTHBOUND
 BC1473'LANE OF US HIGHWAY 17, ABOUT 258 FEET SOUTH OF I 295 OVERPASS ON
 BC1473'EAST SIDE OF US HIGHWAY 17, ABOUT 53 FEET EAST OF STORM SEWER
 BC1473'LOCATED AT THE NORTH POINT OF A TRIANGULAR MEDIAN, SET FLUSH IN
 BC1473'HEADWALL OF A CULVERT.
 BC1473
 BC1473                          STATION RECOVERY (2004)
 BC1473
 BC1473'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1473'RECOVERED IN GOOD CONDITION.
 BC1473'
 BC1473'THE MARK IS IN SECTION 46, TOWNSHIP 1 NORTH, RANGE 27 EAST.
 BC1473'
 BC1473'LOCATED 67.0 FT EAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF U.S.
 BC1473'HIGHWAY 17.
 BC1473'
 BC1473'NOTE THE STAMPING IS IN POOR CONDITION SEE PHOTO.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS1920 ***********************************************************************
 DS1920  DESIGNATION -  872 0189 E
 DS1920  PID         -  DS1920
 DS1920  STATE/COUNTY-  FL/DUVAL
 DS1920  COUNTRY     -  US
 DS1920  USGS QUAD   -  TROUT RIVER (2018)
 DS1920
 DS1920                         *CURRENT SURVEY CONTROL
 DS1920  ______________________________________________________________________
 DS1920* NAD 83(1986) POSITION- 30 26 10.22   (N) 081 38 31.55   (W)   HD_HELD1
 DS1920* NAVD 88 ORTHO HEIGHT -     3.738 (meters)       12.26  (feet) ADJUSTED
 DS1920  ______________________________________________________________________
 DS1920  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 DS1920  DYNAMIC HEIGHT  -          3.734 (meters)       12.25  (feet) COMP
 DS1920  MODELED GRAVITY -    979,372.8   (mgal)                       NAVD 88
 DS1920
 DS1920  VERT ORDER      -  SECOND    CLASS I
 DS1920
 DS1920.The horizontal coordinates were determined by differentially corrected
 DS1920.hand held GPS observations or other comparable positioning techniques
 DS1920.and have an estimated accuracy of +/- 3 meters.
 DS1920
 DS1920.The orthometric height was determined by differential leveling and
 DS1920.adjusted by the NATIONAL GEODETIC SURVEY
 DS1920.in January 2025.
 DS1920
 DS1920.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1920.GEOID18 height accuracy estimate available here.
 DS1920
 DS1920.Click photographs - Photos may exist for this station.
 DS1920
 DS1920.The dynamic height is computed by dividing the NAVD 88
 DS1920.geopotential number by the normal gravity value computed on the
 DS1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1920.degrees latitude (g = 980.6199 gals.).
 DS1920
 DS1920.The modeled gravity was interpolated from observed gravity values.
 DS1920
 DS1920;                    North         East    Units  Estimated Accuracy
 DS1920;SPC FL E     -   676,392.2     138,322.1     MT  (+/- 3 meters HH1 GPS) 
 DS1920
 DS1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3834367293(NAD 83)
 DS1920
 DS1920                          SUPERSEDED SURVEY CONTROL
 DS1920
 DS1920.No superseded survey control is available for this station.
 DS1920
 DS1920_MARKER: F = FLANGE-ENCASED ROD
 DS1920_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1920_STAMPING: 0189 E 2024
 DS1920_MARK LOGO: FLDEP
 DS1920_PROJECTION: RECESSED 15 CENTIMETERS
 DS1920_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS1920_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1920+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2024
 DS1920_ROD/PIPE-DEPTH: 15.7 meters
 DS1920
 DS1920  HISTORY     - Date     Condition        Report By
 DS1920  HISTORY     - 20240605 MONUMENTED       FLDEP
 DS1920
 DS1920                          STATION DESCRIPTION
 DS1920
 DS1920'DESCRIBED BY FL DEPT OF ENV PRO 2024 (MAH)
 DS1920'THE MARK IS ABOUT 7.3 MI (11.7 KM) NORTH-NORTHWEST OF ARLINGTON, 7.2
 DS1920'MI (11.6 KM) NORTH OF JACKSONVILLE AND 2.7 MI (4.3 KM) WEST-NORTHWEST
 DS1920'OF EASTPORT.  IN SECTION 7, TOWNSHIP 1 SOUTH, RANGE 27 EAST.
 DS1920'
 DS1920'TO REACH THE MARK FROM COUNTY ROAD 105 HECKSHER DRIVE (ZOO PARKWAY)
 DS1920'AND U.S. HIGHWAY 17 (MAIN STREET) IN JACKSONVILLE, GO NORTH ON U.S.
 DS1920'HIGHWAY 17 (MAIN STREET) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF CEDAR
 DS1920'BAY ROAD ON THE RIGHT.  TURN RIGHT ON CEDAR BAY ROAD AND GO EAST FOR
 DS1920'0.15 MI (0.24 KM) TO THE JUNCTION OF PEACEFUL HARBOR DRIVE ON THE
 DS1920'LEFT.  TURN LEFT ON PEACEFUL HARBOR DRIVE AND GO NORTH FOR 0.3 MI (0.5
 DS1920'KM) TO THE JUNCTION OF SCHOONER KEY PLACE TURN LEFT ON SCHOONER KEY
 DS1920'PLACE AND GO WEST FOR ABOUT 300 FT (91.4 M) TO U.S. MAIL ADDRESS 110
 DS1920'SCHOONER KEY PLACE AND THE MARK ON THE RIGHT.  A STAINLESS STEEL ROD
 DS1920'DRIVEN TO REFUSAL AT A DEPTH OF 51.4 FT (15.7 M), RECESSED 0.5 FT (15
 DS1920'CM) BELOW THE LEVEL OF THE GROUND AND 2.0 FT (0.6 M) ABOVE THE LEVEL
 DS1920'WITH SCHOONER KEY PLACE, THE DATUM POINT IS RECESSED 0.4 FT (12 CM)
 DS1920'BELOW THE LEVEL OF THE FLDEP LOGO CAP.
 DS1920'
 DS1920'LOCATED 55.5 FT (16.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DS1920'DRIVEWAY LOCATED AT 103 SCHOONER KEY PLACE, 48.6 FT (14.8 M) WEST OF
 DS1920'THE APPROXIMATE CENTERLINE OF A DRIVEWAY LOCATED AT 110 SCHOONER KEY
 DS1920'PLACE, 22.9 FT (7.0 M) SOUTH OF METAL LIGHT POLE NUMBER 338565, 20.5
 DS1920'FT (6.2 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A STUCCO BEAM
 DS1920'SUPPORTING A VINYL FENCE AND 13.7 FT (4.2 M) NORTHEAST OF A CARSONITE
 DS1920'WITNESS POST.
 DS1920'
 DS1920'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DS1920'LOGO CAP.
 DS1920'
 DS1920'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS1918 ***********************************************************************
 DS1918  DESIGNATION -  872 0189 F
 DS1918  PID         -  DS1918
 DS1918  STATE/COUNTY-  FL/DUVAL
 DS1918  COUNTRY     -  US
 DS1918  USGS QUAD   -  TROUT RIVER (2018)
 DS1918
 DS1918                         *CURRENT SURVEY CONTROL
 DS1918  ______________________________________________________________________
 DS1918* NAD 83(1986) POSITION- 30 25 54.30   (N) 081 38 38.59   (W)   HD_HELD1
 DS1918* NAVD 88 ORTHO HEIGHT -     5.494 (meters)       18.02  (feet) ADJUSTED
 DS1918  ______________________________________________________________________
 DS1918  GEOID HEIGHT    -        -28.297 (meters)                     GEOID18
 DS1918  DYNAMIC HEIGHT  -          5.487 (meters)       18.00  (feet) COMP
 DS1918  MODELED GRAVITY -    979,372.6   (mgal)                       NAVD 88
 DS1918
 DS1918  VERT ORDER      -  SECOND    CLASS I
 DS1918
 DS1918.The horizontal coordinates were determined by differentially corrected
 DS1918.hand held GPS observations or other comparable positioning techniques
 DS1918.and have an estimated accuracy of +/- 3 meters.
 DS1918
 DS1918.The orthometric height was determined by differential leveling and
 DS1918.adjusted by the NATIONAL GEODETIC SURVEY
 DS1918.in January 2025.
 DS1918
 DS1918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1918.GEOID18 height accuracy estimate available here.
 DS1918
 DS1918.Click photographs - Photos may exist for this station.
 DS1918
 DS1918.The dynamic height is computed by dividing the NAVD 88
 DS1918.geopotential number by the normal gravity value computed on the
 DS1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1918.degrees latitude (g = 980.6199 gals.).
 DS1918
 DS1918.The modeled gravity was interpolated from observed gravity values.
 DS1918
 DS1918;                    North         East    Units  Estimated Accuracy
 DS1918;SPC FL E     -   675,903.0     138,131.5     MT  (+/- 3 meters HH1 GPS) 
 DS1918
 DS1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3815266804(NAD 83)
 DS1918
 DS1918                          SUPERSEDED SURVEY CONTROL
 DS1918
 DS1918.No superseded survey control is available for this station.
 DS1918
 DS1918_MARKER: F = FLANGE-ENCASED ROD
 DS1918_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1918_STAMPING: 0189 F 2024
 DS1918_MARK LOGO: FLDEP
 DS1918_PROJECTION: RECESSED 15 CENTIMETERS
 DS1918_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS1918_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1918+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2024
 DS1918_ROD/PIPE-DEPTH: 16.8 meters
 DS1918
 DS1918  HISTORY     - Date     Condition        Report By
 DS1918  HISTORY     - 20240605 MONUMENTED       FLDEP
 DS1918
 DS1918                          STATION DESCRIPTION
 DS1918
 DS1918'DESCRIBED BY FL DEPT OF ENV PRO 2024 (MAH)
 DS1918'THE MARK IS LOCATED ABOUT 7.1 MI (11.4 KM) NORTH-NORTHWEST OF
 DS1918'ARLINGTON, 6.9 MI (11.1 KM) NORTH OF JACKSONVILLE AND 2.7 MI (4.3 KM)
 DS1918'WEST-NORTHWEST OF EASTPORT.  IN SECTION 7, TOWNSHIP 1 SOUTH, RANGE 27
 DS1918'EAST.
 DS1918'
 DS1918'TO REACH THE MARK FROM COUNTY ROAD 105 HECKSHER DRIVE (ZOO PARKWAY)
 DS1918'AND U.S. HIGHWAY 17 (MAIN STREET) IN JACKSONVILLE, GO NORTH ON U.S.
 DS1918'HIGHWAY 17 (MAIN STREET) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF CEDAR
 DS1918'BAY ROAD ON THE RIGHT AND THE MARK ON THE RIGHT.  A STAINLESS STEEL
 DS1918'ROD DRIVEN TO REFUSAL AT A DEPTH OF 55.2 FT (16.8 M), RECESSED 0.5 FT
 DS1918'(15 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) ABOVE THE
 DS1918'LEVEL WITH U.S. HIGHWAY 17 (MAIN STREET) NORTHBOUND LANES, THE DATUM
 DS1918'POINT IS RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF THE FLDEP LOGO
 DS1918'CAP.
 DS1918'
 DS1918'LOCATED 90.5 FT (27.6 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DS1918'THE ENTRANCE TO BARE ASSETS GENTLEMEN'S CLUB, 76.7 FT (23.4 M) SOUTH
 DS1918'OF THE APPROXIMATE CENTERLINE OF CEDAR BAY ROAD, 54.8 FT (16.7 M) EAST
 DS1918'OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 17 (MAIN STREET)
 DS1918'NORTHBOUND LANES, 45.5 FT (13.9 M) SOUTHEAST OF A CONCRETE UTILITY
 DS1918'POLE NUMBER 10751 AND 5.7 FT (1.7 M) WEST OF A CARSONITE WITNESS POST.
 DS1918'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DS1918'LOGO CAP.
 DS1918'
 DS1918'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS1919 ***********************************************************************
 DS1919  DESIGNATION -  872 0189 G
 DS1919  PID         -  DS1919
 DS1919  STATE/COUNTY-  FL/DUVAL
 DS1919  COUNTRY     -  US
 DS1919  USGS QUAD   -  TROUT RIVER (2018)
 DS1919
 DS1919                         *CURRENT SURVEY CONTROL
 DS1919  ______________________________________________________________________
 DS1919* NAD 83(1986) POSITION- 30 25 55.98   (N) 081 38 11.29   (W)   HD_HELD1
 DS1919* NAVD 88 ORTHO HEIGHT -    10.509 (meters)       34.48  (feet) ADJUSTED
 DS1919  ______________________________________________________________________
 DS1919  GEOID HEIGHT    -        -28.303 (meters)                     GEOID18
 DS1919  DYNAMIC HEIGHT  -         10.495 (meters)       34.43  (feet) COMP
 DS1919  MODELED GRAVITY -    979,372.4   (mgal)                       NAVD 88
 DS1919
 DS1919  VERT ORDER      -  SECOND    CLASS I
 DS1919
 DS1919.The horizontal coordinates were determined by differentially corrected
 DS1919.hand held GPS observations or other comparable positioning techniques
 DS1919.and have an estimated accuracy of +/- 3 meters.
 DS1919
 DS1919.The orthometric height was determined by differential leveling and
 DS1919.adjusted by the NATIONAL GEODETIC SURVEY
 DS1919.in January 2025.
 DS1919
 DS1919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1919.GEOID18 height accuracy estimate available here.
 DS1919
 DS1919.Click photographs - Photos may exist for this station.
 DS1919
 DS1919.The dynamic height is computed by dividing the NAVD 88
 DS1919.geopotential number by the normal gravity value computed on the
 DS1919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1919.degrees latitude (g = 980.6199 gals.).
 DS1919
 DS1919.The modeled gravity was interpolated from observed gravity values.
 DS1919
 DS1919;                    North         East    Units  Estimated Accuracy
 DS1919;SPC FL E     -   675,950.6     138,860.3     MT  (+/- 3 meters HH1 GPS) 
 DS1919
 DS1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3888166851(NAD 83)
 DS1919
 DS1919                          SUPERSEDED SURVEY CONTROL
 DS1919
 DS1919.No superseded survey control is available for this station.
 DS1919
 DS1919_MARKER: F = FLANGE-ENCASED ROD
 DS1919_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1919_STAMPING: 0189 G 2024
 DS1919_MARK LOGO: FLDEP
 DS1919_PROJECTION: RECESSED 15 CENTIMETERS
 DS1919_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS1919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1919+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2024
 DS1919_ROD/PIPE-DEPTH: 12.4 meters
 DS1919
 DS1919  HISTORY     - Date     Condition        Report By
 DS1919  HISTORY     - 20240605 MONUMENTED       FLDEP
 DS1919
 DS1919                          STATION DESCRIPTION
 DS1919
 DS1919'DESCRIBED BY FL DEPT OF ENV PRO 2024 (MAH)
 DS1919'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) NORTH OF JACKSONVILLE, 7.0
 DS1919'MI (11.3 KM) NORTH-NORTHWEST OF ARLINGTON AND 2.3 MI (3.7 KM)
 DS1919'WEST-NORTHWEST OF EASTPORT.  IN SECTION 7, TOWNSHIP 1 SOUTH, RANGE 27
 DS1919'EAST.
 DS1919'
 DS1919'TO REACH THE MARK FROM COUNTY ROAD 105 HECKSHER DRIVE (ZOO PARKWAY)
 DS1919'AND U.S. HIGHWAY 17 (MAIN STREET) IN JACKSONVILLE, GO NORTH ON U.S.
 DS1919'HIGHWAY 17 (MAIN STREET) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF CEDAR
 DS1919'BAY ROAD ON THE RIGHT.  TURN RIGHT ON CEDAR BAY ROAD AND GO EAST FOR
 DS1919'0.45 MI (0.72 KM) TO THE JUNCTION OF CEDAR BRANCH ROAD ON THE LEFT AND
 DS1919'THE MARK ON THE LEFT.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DS1919'DEPTH OF 40.8 FT (12.4 M), RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF
 DS1919'THE GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL WITH CEDAR BAY ROAD, THE
 DS1919'DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE FLDEP
 DS1919'LOGO CAP.
 DS1919'
 DS1919'LOCATED 62.5 FT (19.1 M) WEST OF THE APPROXIMATE CENTERLINE OF CEDAR
 DS1919'BRANCH ROAD, 34.8 FT (10.6 M) SOUTHWEST OF ALUMINUM LIGHT POLE NUMBER
 DS1919'10802, 19.3 FT (5.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF CEDAR
 DS1919'BAY ROAD, 12.7 FT (3.9 M) SOUTHEAST OF WOODEN POWER POLE NUMBER 495
 DS1919'WITH AN ADJACENT CARSONITE WITNESS POST AND 3.0 FT (0.9 M) SOUTH OF
 DS1919'THE SOUTH END OF A CONCRETE CURB.
 DS1919'
 DS1919'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DS1919'LOGO CAP.
 DS1919'
 DS1919'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2470 ***********************************************************************
 BC2470  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2470  DESIGNATION -  872 0194 1 TIDAL RESET
 BC2470  PID         -  BC2470
 BC2470  STATE/COUNTY-  FL/DUVAL
 BC2470  COUNTRY     -  US
 BC2470  USGS QUAD   -  MAYPORT (2018)
 BC2470
 BC2470                         *CURRENT SURVEY CONTROL
 BC2470  ______________________________________________________________________
 BC2470* NAD 83(1986) POSITION- 30 25 54.     (N) 081 24 36.     (W)   SCALED
 BC2470* NAVD 88 ORTHO HEIGHT -     3.364 (meters)       11.04  (feet) ADJUSTED
 BC2470  ______________________________________________________________________
 BC2470  GEOID HEIGHT    -        -28.570 (meters)                     GEOID18
 BC2470  DYNAMIC HEIGHT  -          3.360 (meters)       11.02  (feet) COMP
 BC2470  MODELED GRAVITY -    979,368.8   (mgal)                       NAVD 88
 BC2470
 BC2470  VERT ORDER      -  SECOND    CLASS I
 BC2470
 BC2470.The horizontal coordinates were scaled from a map and have
 BC2470.an estimated accuracy of +/- 6 seconds.
 BC2470
 BC2470.The orthometric height was determined by differential leveling and
 BC2470.adjusted by the NATIONAL GEODETIC SURVEY
 BC2470.in June 2006.
 BC2470
 BC2470.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2470.GEOID18 height accuracy estimate available here.
 BC2470
 BC2470.This Tidal Bench Mark is designated as VM 16571
 BC2470.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2470
 BC2470.Click photographs - Photos may exist for this station.
 BC2470
 BC2470.The dynamic height is computed by dividing the NAVD 88
 BC2470.geopotential number by the normal gravity value computed on the
 BC2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2470.degrees latitude (g = 980.6199 gals.).
 BC2470
 BC2470.The modeled gravity was interpolated from observed gravity values.
 BC2470
 BC2470;                    North         East    Units  Estimated Accuracy
 BC2470;SPC FL E     -   675,790.      160,620.      MT  (+/- 180 meters Scaled)
 BC2470
 BC2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP606666(NAD 83)
 BC2470
 BC2470                          SUPERSEDED SURVEY CONTROL
 BC2470
 BC2470  NAVD 88 (??/??/92)    3.394  (m)           11.14   (f) SUPERSEDED  3 0
 BC2470  NGVD 29 (09/01/92)    3.730  (m)           12.24   (f) ADJUSTED    2 1
 BC2470
 BC2470.Superseded values are not recommended for survey control.
 BC2470
 BC2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2470.See file dsdata.pdf to determine how the superseded data were derived.
 BC2470
 BC2470_MARKER: DJ = TIDAL STATION DISK
 BC2470_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BC2470_SP_SET: SUPPORT COLUMN BASE
 BC2470_STAMPING: NO 1 1974 RESET 1979
 BC2470_MARK LOGO: NOS
 BC2470_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2470+STABILITY: SURFACE MOTION
 BC2470_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2470+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 BC2470
 BC2470  HISTORY     - Date     Condition        Report By
 BC2470  HISTORY     - 1979     MONUMENTED       NOS
 BC2470  HISTORY     - 1985     GOOD             FLDNR
 BC2470  HISTORY     - 20040602 GOOD             FLDEP
 BC2470
 BC2470                          STATION DESCRIPTION
 BC2470
 BC2470'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2470'2.9 MI NORTH FROM MAYPORT.
 BC2470'THE MARK IS AT LITTLE TALBOT ISLAND STATE PARK, AT THE SOUTHERNMOST
 BC2470'PICNIC AREA, 71.3 FEET EAST OF THE CENTERLINE OF PARK DRIVE, 4.8 FEET
 BC2470'NORTHWEST OF THE WEST END OF A WOODEN WALKWAY TO THE BEACH, AND IS
 BC2470'SET IN THE CONCRETE BASE FOR THE SOUTHEAST CORNER SUPPORT COLUMN OF
 BC2470'THE MIDDLE PICNIC PAVILION.
 BC2470
 BC2470                          STATION RECOVERY (2004)
 BC2470
 BC2470'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2470'THE MARK IS ABOUT 2.8 MI NORTHEAST OF MAYPORT, IN SECTION 42, TOWNSHIP
 BC2470'1 SOUTH, RANGE 29  EAST.
 BC2470'
 BC2470'TO REACH THE MARK FROM THE MAYPORT FERRY LANDING ON THE WEST SIDE OF
 BC2470'THE ST JOHNS  RIVER AT STATE ROAD A1A (STATE ROAD 105, HECKSCHER
 BC2470'DRIVE), GO NORTHEASTERLY ON STATE  ROAD A1A (STATE ROAD 105) FOR 5.1
 BC2470'MI TO THE MAIN ENTRANCE TO LITTLE TALBOT ISLAND STATE  PARK ON THE
 BC2470'RIGHT, TURN RIGHT INTO THE PARK AND FOLLOW THE PAVED PARK ROAD EAST
 BC2470'AND  SOUTH FOR 2.4 MI TO THE SOUTH RECREATION AREA PARKING LOT AND THE
 BC2470'MARK ON THE LEFT, AT  THE EAST SIDE OF THE PARKING LOT, SET IN THE
 BC2470'CONCRETE BASE FOR THE SOUTHEAST CORNER  SUPPORT COLUMN FOR THE SECOND
 BC2470'PICNIC PAVILION NORTH OF A WATER TREATMENT PLANT.
 BC2470'
 BC2470'LOCATED 71.3 FT EAST OF THE CENTER OF THE NORTHBOUND DRIVE ON THE EAST
 BC2470'SIDE OF THE  PARKING LOT, 46.6 FT NORTHEAST OF THE NORTHWEST CORNER OF
 BC2470'THE FIRST PAVILION NORTH OF  THE WATER TREATMENT PLANT AND 2.3 FT
 BC2470'NORTH-NORTHEAST OF THE NORTH EDGE OF A WOODEN  WALKWAY TO THE BEACH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2469 ***********************************************************************
 BC2469  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2469  DESIGNATION -  872 0194 2 TIDAL RESET
 BC2469  PID         -  BC2469
 BC2469  STATE/COUNTY-  FL/DUVAL
 BC2469  COUNTRY     -  US
 BC2469  USGS QUAD   -  MAYPORT (2018)
 BC2469
 BC2469                         *CURRENT SURVEY CONTROL
 BC2469  ______________________________________________________________________
 BC2469* NAD 83(1986) POSITION- 30 25 52.59   (N) 081 24 36.99   (W)   HD_HELD1
 BC2469* NAVD 88 ORTHO HEIGHT -     3.026 (meters)        9.93  (feet) ADJUSTED
 BC2469  ______________________________________________________________________
 BC2469  GEOID HEIGHT    -        -28.569 (meters)                     GEOID18
 BC2469  DYNAMIC HEIGHT  -          3.023 (meters)        9.92  (feet) COMP
 BC2469  MODELED GRAVITY -    979,368.8   (mgal)                       NAVD 88
 BC2469
 BC2469  VERT ORDER      -  SECOND    CLASS I
 BC2469
 BC2469.The horizontal coordinates were determined by differentially corrected
 BC2469.hand held GPS observations or other comparable positioning techniques
 BC2469.and have an estimated accuracy of +/- 3 meters.
 BC2469
 BC2469.The orthometric height was determined by differential leveling and
 BC2469.adjusted by the NATIONAL GEODETIC SURVEY
 BC2469.in June 2006.
 BC2469
 BC2469.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2469.GEOID18 height accuracy estimate available here.
 BC2469
 BC2469.This Tidal Bench Mark is designated as VM 16572
 BC2469.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2469
 BC2469.Click photographs - Photos may exist for this station.
 BC2469
 BC2469.The dynamic height is computed by dividing the NAVD 88
 BC2469.geopotential number by the normal gravity value computed on the
 BC2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2469.degrees latitude (g = 980.6199 gals.).
 BC2469
 BC2469.The modeled gravity was interpolated from observed gravity values.
 BC2469
 BC2469;                    North         East    Units  Estimated Accuracy
 BC2469;SPC FL E     -   675,745.7     160,588.5     MT  (+/- 3 meters HH1 GPS) 
 BC2469
 BC2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6060166647(NAD 83)
 BC2469
 BC2469                          SUPERSEDED SURVEY CONTROL
 BC2469
 BC2469  NAVD 88 (??/??/92)    3.043  (m)            9.98   (f) SUPERSEDED  3 0
 BC2469  NGVD 29 (09/01/92)    3.379  (m)           11.09   (f) ADJUSTED    2 1
 BC2469
 BC2469.Superseded values are not recommended for survey control.
 BC2469
 BC2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2469.See file dsdata.pdf to determine how the superseded data were derived.
 BC2469
 BC2469_MARKER: DJ = TIDAL STATION DISK
 BC2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2469_STAMPING: NO 2 1974 RESET 1979
 BC2469_MARK LOGO: NOS
 BC2469_PROJECTION: FLUSH
 BC2469_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2469+STABILITY: SURFACE MOTION
 BC2469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2469+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2004
 BC2469
 BC2469  HISTORY     - Date     Condition        Report By
 BC2469  HISTORY     - 1979     MONUMENTED       NOS
 BC2469  HISTORY     - 1985     GOOD             FLDNR
 BC2469  HISTORY     - 20040602 GOOD             FLDEP
 BC2469
 BC2469                          STATION DESCRIPTION
 BC2469
 BC2469'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2469'2.9 MI NORTH FROM MAYPORT.
 BC2469'THE MARK IS AT LITTLE TALBOT ISLAND STATE PARK, AT THE SOUTHERNMOST
 BC2469'PICNIC FACILITY, 24.7 FEET EAST OF THE CENTERLINE OF THE PARK ROAD, 1
 BC2469'FOOT NORTHWEST OF A POWER POLE, 26.3 FEET WEST-NORTHWEST OF THE
 BC2469'NORTHWEST CORNER OF THE SOUTHERNMOST PICNIC PAVILION, AND 1 FOOT
 BC2469'NORTH OF A WITNESS POST.
 BC2469
 BC2469                          STATION RECOVERY (2004)
 BC2469
 BC2469'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2469'THE MARK IS ABOUT 2.8 MI NORTHEAST OF MAYPORT, IN SECTION 42, TOWNSHIP
 BC2469'1 SOUTH, RANGE 29  EAST.
 BC2469'
 BC2469'TO REACH THE MARK FROM THE MAYPORT FERRY LANDING ON THE WEST SIDE OF
 BC2469'THE ST JOHNS  RIVER AT STATE ROAD A1A (STATE ROAD 105, HECKSCHER
 BC2469'DRIVE), GO NORTHEASTERLY ON STATE  ROAD A1A (STATE ROAD 105) FOR 5.1
 BC2469'MI TO THE MAIN ENTRANCE TO LITTLE TALBOT ISLAND STATE  PARK ON THE
 BC2469'RIGHT, TURN RIGHT INTO THE PARK AND FOLLOW THE PAVED PARK ROAD EAST
 BC2469'AND  SOUTH FOR 2.4 MI TO THE SOUTH RECREATION AREA PARKING LOT AND THE
 BC2469'MARK ON THE LEFT, AT  THE EAST SIDE OF THE PARKING LOT, SET IN THE TOP
 BC2469'OF A ROUND CONCRETE MONUMENT FLUSH  WITH THE GROUND NEAR THE FIRST
 BC2469'PICNIC PAVILION NORTH OF A WATER TREATMENT PLANT.
 BC2469'
 BC2469'LOCATED 54.8 FT SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SECOND
 BC2469'PICNIC  PAVILION NORTH OF THE WATER TREATMENT PLANT, 26.3 FT
 BC2469'WEST-SOUTHWEST OF THE  NORTHWEST CORNER OF THE FIRST PAVILION NORTH OF
 BC2469'THE WATER TREATMENT PLANT, 24.7 FT  EAST OF THE CENTER OF THE
 BC2469'NORTHBOUND DRIVE ALONG THE EAST SIDE OF THE PARKING LOT, 1.0  FT
 BC2469'NORTHWEST OF POWER POLE NUMBER 11255 AND 1.0 FT NORTH OF A METAL
 BC2469'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH8954 ***********************************************************************
 DH8954  TIDAL BM    -  This is a Tidal Bench Mark.
 DH8954  DESIGNATION -  872 0194 A TIDAL
 DH8954  PID         -  DH8954
 DH8954  STATE/COUNTY-  FL/DUVAL
 DH8954  COUNTRY     -  US
 DH8954  USGS QUAD   -  MAYPORT (2018)
 DH8954
 DH8954                         *CURRENT SURVEY CONTROL
 DH8954  ______________________________________________________________________
 DH8954* NAD 83(1986) POSITION- 30 25 47.34   (N) 081 24 39.02   (W)   HD_HELD1
 DH8954* NAVD 88 ORTHO HEIGHT -     2.359 (meters)        7.74  (feet) ADJUSTED
 DH8954  ______________________________________________________________________
 DH8954  GEOID HEIGHT    -        -28.569 (meters)                     GEOID18
 DH8954  DYNAMIC HEIGHT  -          2.356 (meters)        7.73  (feet) COMP
 DH8954  MODELED GRAVITY -    979,368.6   (mgal)                       NAVD 88
 DH8954
 DH8954  VERT ORDER      -  SECOND    CLASS I
 DH8954
 DH8954.The horizontal coordinates were determined by differentially corrected
 DH8954.hand held GPS observations or other comparable positioning techniques
 DH8954.and have an estimated accuracy of +/- 3 meters.
 DH8954
 DH8954.The orthometric height was determined by differential leveling and
 DH8954.adjusted by the NATIONAL GEODETIC SURVEY
 DH8954.in June 2006.
 DH8954
 DH8954.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8954.GEOID18 height accuracy estimate available here.
 DH8954
 DH8954.This Tidal Bench Mark is designated as VM 19268
 DH8954.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DH8954
 DH8954.Click photographs - Photos may exist for this station.
 DH8954
 DH8954.The dynamic height is computed by dividing the NAVD 88
 DH8954.geopotential number by the normal gravity value computed on the
 DH8954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8954.degrees latitude (g = 980.6199 gals.).
 DH8954
 DH8954.The modeled gravity was interpolated from observed gravity values.
 DH8954
 DH8954;                    North         East    Units  Estimated Accuracy
 DH8954;SPC FL E     -   675,584.2     160,533.8     MT  (+/- 3 meters HH1 GPS) 
 DH8954
 DH8954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6054766485(NAD 83)
 DH8954
 DH8954                          SUPERSEDED SURVEY CONTROL
 DH8954
 DH8954.No superseded survey control is available for this station.
 DH8954
 DH8954_MARKER: DD = SURVEY DISK
 DH8954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8954_STAMPING: 0194 A 2004
 DH8954_MARK LOGO: FLDEP
 DH8954_PROJECTION: FLUSH
 DH8954_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8954+STABILITY: SURFACE MOTION
 DH8954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8954+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 DH8954
 DH8954  HISTORY     - Date     Condition        Report By
 DH8954  HISTORY     - 20040418 MONUMENTED       FLDEP
 DH8954
 DH8954                          STATION DESCRIPTION
 DH8954
 DH8954'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH8954'THE MARK IS ABOUT 2.7 MI NORTHEAST OF MAYPORT, IN SECTION 42, TOWNSHIP
 DH8954'1 SOUTH, RANGE 29  EAST.
 DH8954'
 DH8954'TO REACH THE MARK FROM THE MAYPORT FERRY LANDING ON THE WEST SIDE OF
 DH8954'THE ST JOHNS  RIVER AT STATE ROAD A1A (STATE ROAD 105, HECKSCHER
 DH8954'DRIVE), GO NORTHEASTERLY ON STATE  ROAD A1A (STATE ROAD 105) FOR 3.0
 DH8954'MI TO THE OLD ENTRANCE ROAD TO LITTLE TALBOT ISLAND  STATE PARK SOUTH
 DH8954'RECREATION AREA, TURN RIGHT ON THE OLD ENTRANCE ROAD AND GO EAST
 DH8954'ABOUT 300.0 FT TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DH8954'CONCRETE MONUMENT  FLUSH WITH THE GROUND.
 DH8954'
 DH8954'LOCATED ABOUT 338.0 FT EAST OF THE CENTERLINE OF STATE ROAD A1A (STATE
 DH8954'ROAD 105), ABOUT  248.0 FT EAST OF BENCH MARK A 326, 77.6 FT SOUTHWEST
 DH8954'OF THE CENTERLINE OF A PAVED SERVICE  ROAD, 14.5 FT SOUTH-SOUTHEAST OF
 DH8954'THE CENTERLINE OF THE OLD ENTRANCE ROAD, 5.7 FT  EAST-NORTHEAST OF A
 DH8954'WOODEN POWER POLE NUMBER 11255B AND 1.5 FT NORTH OF A CARSONITE
 DH8954'WITNESS POST.
 DH8954'
 DH8954'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1559 ***********************************************************************
 BC1559  DESIGNATION -  872 0194 TIDAL 1
 BC1559  PID         -  BC1559
 BC1559  STATE/COUNTY-  FL/DUVAL
 BC1559  COUNTRY     -  US
 BC1559  USGS QUAD   -  MAYPORT (2018)
 BC1559
 BC1559                         *CURRENT SURVEY CONTROL
 BC1559  ______________________________________________________________________
 BC1559* NAD 83(1986) POSITION- 30 25 55.     (N) 081 24 37.     (W)   SCALED
 BC1559* NAVD 88 ORTHO HEIGHT -     3.614 (meters)       11.86  (feet) ADJUSTED
 BC1559  ______________________________________________________________________
 BC1559  GEOID HEIGHT    -        -28.569 (meters)                     GEOID18
 BC1559  DYNAMIC HEIGHT  -          3.609 (meters)       11.84  (feet) COMP
 BC1559  MODELED GRAVITY -    979,368.8   (mgal)                       NAVD 88
 BC1559
 BC1559  VERT ORDER      -  SECOND    CLASS I
 BC1559
 BC1559.The horizontal coordinates were scaled from a map and have
 BC1559.an estimated accuracy of +/- 6 seconds.
 BC1559
 BC1559.The orthometric height was determined by differential leveling and
 BC1559.adjusted by the NATIONAL GEODETIC SURVEY
 BC1559.in June 1991.
 BC1559
 BC1559.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1559.GEOID18 height accuracy estimate available here.
 BC1559
 BC1559.Click photographs - Photos may exist for this station.
 BC1559
 BC1559.The dynamic height is computed by dividing the NAVD 88
 BC1559.geopotential number by the normal gravity value computed on the
 BC1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1559.degrees latitude (g = 980.6199 gals.).
 BC1559
 BC1559.The modeled gravity was interpolated from observed gravity values.
 BC1559
 BC1559;                    North         East    Units  Estimated Accuracy
 BC1559;SPC FL E     -   675,820.      160,590.      MT  (+/- 180 meters Scaled)
 BC1559
 BC1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP606667(NAD 83)
 BC1559
 BC1559                          SUPERSEDED SURVEY CONTROL
 BC1559
 BC1559  NGVD 29 (09/01/92)    3.952  (m)           12.97   (f) ADJUSTED    2 1
 BC1559
 BC1559.Superseded values are not recommended for survey control.
 BC1559
 BC1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1559.See file dsdata.pdf to determine how the superseded data were derived.
 BC1559
 BC1559_MARKER: DJ = TIDAL STATION DISK
 BC1559_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC1559+WITH SETTING: PAVEMENT
 BC1559_SP_SET: FLAG POLE BASE
 BC1559_STAMPING: NO 1 1974
 BC1559_MARK LOGO: NOS
 BC1559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1559+STABILITY: SURFACE MOTION
 BC1559
 BC1559  HISTORY     - Date     Condition        Report By
 BC1559  HISTORY     - 1974     MONUMENTED       NOS
 BC1559  HISTORY     - 1977     GOOD             FLDNR
 BC1559  HISTORY     - 20040602 MARK NOT FOUND   FLDEP
 BC1559
 BC1559                          STATION DESCRIPTION
 BC1559
 BC1559'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1559'JACKSONVILLE.
 BC1559'BEGIN AT THE NORTHEAST END OF A TOLL BRIDGE OVER FORT
 BC1559'GEORGE RIVER AT THE SOUTHWEST END OF LITTLE TALBOT
 BC1559'ISLAND, PROCEED NORTHEAST AND NORTH ALONG STATE ROAD
 BC1559'A1A, ABOUT 0.75 MILES TO THE ENTRANCE TO LITTLE TALBOT
 BC1559'ISLAND STATE PARK, PROCEED NORTHEAST AND NORTH INTO
 BC1559'THE PARK 0.2 MILES TO THE MARK ON THE RIGHT. MARK BEARS
 BC1559'49 FEET EAST OF THE SOUTHEAST CORNER OF A 9X9 FOOT
 BC1559'BLOCK BUILDING, 68.3 FEET SOUTHEAST OF THE SOUTHEAST
 BC1559'CORNER POST OF THE SOUTHERNMOST PICNIC SHED, SET FLUSH
 BC1559'IN THE SOUTHERNMOST OF TWO CONCRETE FLAG POLE BASES.
 BC1559'MARK IS A NOS TIDAL BENCH MARK.
 BC1559
 BC1559                          STATION RECOVERY (2004)
 BC1559
 BC1559'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1559'THE MARK WAS SEARCHED FOR AND NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1560 ***********************************************************************
 BC1560  DESIGNATION -  872 0194 TIDAL 2
 BC1560  PID         -  BC1560
 BC1560  STATE/COUNTY-  FL/DUVAL
 BC1560  COUNTRY     -  US
 BC1560  USGS QUAD   -  MAYPORT (2018)
 BC1560
 BC1560                         *CURRENT SURVEY CONTROL
 BC1560  ______________________________________________________________________
 BC1560* NAD 83(1986) POSITION- 30 25 54.     (N) 081 24 37.     (W)   SCALED
 BC1560* NAVD 88 ORTHO HEIGHT -     3.572 (meters)       11.72  (feet) ADJUSTED
 BC1560  ______________________________________________________________________
 BC1560  GEOID HEIGHT    -        -28.569 (meters)                     GEOID18
 BC1560  DYNAMIC HEIGHT  -          3.567 (meters)       11.70  (feet) COMP
 BC1560  MODELED GRAVITY -    979,368.8   (mgal)                       NAVD 88
 BC1560
 BC1560  VERT ORDER      -  SECOND    CLASS I
 BC1560
 BC1560.The horizontal coordinates were scaled from a map and have
 BC1560.an estimated accuracy of +/- 6 seconds.
 BC1560
 BC1560.The orthometric height was determined by differential leveling and
 BC1560.adjusted by the NATIONAL GEODETIC SURVEY
 BC1560.in June 1991.
 BC1560
 BC1560.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1560.GEOID18 height accuracy estimate available here.
 BC1560
 BC1560.Click photographs - Photos may exist for this station.
 BC1560
 BC1560.The dynamic height is computed by dividing the NAVD 88
 BC1560.geopotential number by the normal gravity value computed on the
 BC1560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1560.degrees latitude (g = 980.6199 gals.).
 BC1560
 BC1560.The modeled gravity was interpolated from observed gravity values.
 BC1560
 BC1560;                    North         East    Units  Estimated Accuracy
 BC1560;SPC FL E     -   675,790.      160,590.      MT  (+/- 180 meters Scaled)
 BC1560
 BC1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP606666(NAD 83)
 BC1560
 BC1560                          SUPERSEDED SURVEY CONTROL
 BC1560
 BC1560  NGVD 29 (09/01/92)    3.910  (m)           12.83   (f) ADJUSTED    2 1
 BC1560
 BC1560.Superseded values are not recommended for survey control.
 BC1560
 BC1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1560.See file dsdata.pdf to determine how the superseded data were derived.
 BC1560
 BC1560_MARKER: DJ = TIDAL STATION DISK
 BC1560_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC1560+WITH SETTING: PAVEMENT
 BC1560_SP_SET: FLAG POLE BASE
 BC1560_STAMPING: NO 2 1974
 BC1560_MARK LOGO: NOS
 BC1560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1560+STABILITY: SURFACE MOTION
 BC1560
 BC1560  HISTORY     - Date     Condition        Report By
 BC1560  HISTORY     - 1974     MONUMENTED       NOS
 BC1560  HISTORY     - 1977     GOOD             FLDNR
 BC1560  HISTORY     - 20040602 MARK NOT FOUND   FLDEP
 BC1560
 BC1560                          STATION DESCRIPTION
 BC1560
 BC1560'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1560'JACKSONVILLE.
 BC1560'BEGIN AT THE NORTHEAST END OF A TOLL BRIDGE OVER FORT
 BC1560'GEORGE RIVER AT THE SOUTHWEST END OF LITTLE TALBOT
 BC1560'ISLAND, PROCEED NORTHEAST AND NORTH ALONG STATE ROAD
 BC1560'A1A, ABOUT 0.75 MILES TO THE ENTRANCE TO LITTLE TALBOT
 BC1560'ISLAND STATE PARK, PROCEED NORTHEAST AND NORTH INTO THE
 BC1560'PARK 0.2 MILES TO THE MARK ON THE RIGHT. MARK BEARS
 BC1560'47.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF A 9X9 FOOT
 BC1560'BOLCK BUILDING, 54,6 FEET EAST OF THE SOUTHEAST CORNER
 BC1560'POST OF THE SOUTHERNMOST PICNIC SHED, SET FLUSH IN THE
 BC1560'NOTHERNMOST OF TWO FLAG POLE BASIS. MARK IS A NOS
 BC1560'TIDAL BENCH MARK
 BC1560
 BC1560                          STATION RECOVERY (2004)
 BC1560
 BC1560'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1560'THE MARK WAS SEARCHED FOR AND NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1558 ***********************************************************************
 BC1558  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1558  DESIGNATION -  872 0194 TIDAL 3
 BC1558  PID         -  BC1558
 BC1558  STATE/COUNTY-  FL/DUVAL
 BC1558  COUNTRY     -  US
 BC1558  USGS QUAD   -  MAYPORT (2018)
 BC1558
 BC1558                         *CURRENT SURVEY CONTROL
 BC1558  ______________________________________________________________________
 BC1558* NAD 83(1986) POSITION- 30 25 46.     (N) 081 24 42.     (W)   SCALED
 BC1558* NAVD 88 ORTHO HEIGHT -     2.174 (meters)        7.13  (feet) ADJUSTED
 BC1558  ______________________________________________________________________
 BC1558  GEOID HEIGHT    -        -28.568 (meters)                     GEOID18
 BC1558  DYNAMIC HEIGHT  -          2.171 (meters)        7.12  (feet) COMP
 BC1558  MODELED GRAVITY -    979,368.6   (mgal)                       NAVD 88
 BC1558
 BC1558  VERT ORDER      -  SECOND    CLASS I
 BC1558
 BC1558.The horizontal coordinates were scaled from a map and have
 BC1558.an estimated accuracy of +/- 6 seconds.
 BC1558
 BC1558.The orthometric height was determined by differential leveling and
 BC1558.adjusted by the NATIONAL GEODETIC SURVEY
 BC1558.in June 1991.
 BC1558
 BC1558.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1558.GEOID18 height accuracy estimate available here.
 BC1558
 BC1558.This Tidal Bench Mark is designated as VM 5071
 BC1558.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1558
 BC1558.Click photographs - Photos may exist for this station.
 BC1558
 BC1558.The dynamic height is computed by dividing the NAVD 88
 BC1558.geopotential number by the normal gravity value computed on the
 BC1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1558.degrees latitude (g = 980.6199 gals.).
 BC1558
 BC1558.The modeled gravity was interpolated from observed gravity values.
 BC1558
 BC1558;                    North         East    Units  Estimated Accuracy
 BC1558;SPC FL E     -   675,540.      160,450.      MT  (+/- 180 meters Scaled)
 BC1558
 BC1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP604664(NAD 83)
 BC1558
 BC1558                          SUPERSEDED SURVEY CONTROL
 BC1558
 BC1558  NGVD 29 (09/01/92)    2.514  (m)            8.25   (f) ADJUSTED    2 1
 BC1558
 BC1558.Superseded values are not recommended for survey control.
 BC1558
 BC1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1558.See file dsdata.pdf to determine how the superseded data were derived.
 BC1558
 BC1558_MARKER: DJ = TIDAL STATION DISK
 BC1558_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1558_SP_SET: CULVERT HEADWALL
 BC1558_STAMPING: NO 3 1974
 BC1558_MARK LOGO: NOS
 BC1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1558+STABILITY: SURFACE MOTION
 BC1558
 BC1558  HISTORY     - Date     Condition        Report By
 BC1558  HISTORY     - 1974     MONUMENTED       NOS
 BC1558  HISTORY     - 1977     GOOD             FLDNR
 BC1558  HISTORY     - 1985     GOOD             FLDNR
 BC1558  HISTORY     - 20040602 MARK NOT FOUND   FLDEP
 BC1558
 BC1558                          STATION DESCRIPTION
 BC1558
 BC1558'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1558'JACKSONVILLE.
 BC1558'BEGIN AT THE NORTHEAST END OF A TOLL BRIDGE OVER FORT
 BC1558'GEORGE RIVER AT THE SOUTHWEST END OF LITTLE TALBOT
 BC1558'ISLAND, PROCEED NORTHWEST AND NORTH ALONG STATE ROAD
 BC1558'A1A ABOUT 0.7 MILES TO THE MARK ON THE LEFT. MARK BEARS
 BC1558'22.7 FEET WEST OF THE CENTER LINE OF STATE ROAD A1A,
 BC1558'61 YARDS SOUTH OF THE ENTRANCE TO LITTLE TALBOT ISLAND
 BC1558'STATE PARK, SET FLUSH IN THE SOUTH END OF A CULVERT
 BC1558'HEADWALL. MARK IS A NOS TIDAL BENCH MARK.
 BC1558
 BC1558                          STATION RECOVERY (1985)
 BC1558
 BC1558'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1558'RECOVERED IN GOOD CONDITION.
 BC1558
 BC1558                          STATION RECOVERY (2004)
 BC1558
 BC1558'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1558'THE MARK WAS RECOVERED AND SUBSEQUENTLY DESTROYED BY NEW ROAD
 BC1558'CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1406 ***********************************************************************
 BC1406  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1406  DESIGNATION -  872 0198 A TIDAL
 BC1406  PID         -  BC1406
 BC1406  STATE/COUNTY-  FL/DUVAL
 BC1406  COUNTRY     -  US
 BC1406  USGS QUAD   -  EASTPORT (2018)
 BC1406
 BC1406                         *CURRENT SURVEY CONTROL
 BC1406  ______________________________________________________________________
 BC1406* NAD 83(1986) POSITION- 30 24 24.     (N) 081 30 37.     (W)   SCALED
 BC1406* NAVD 88 ORTHO HEIGHT -     1.314 (meters)        4.31  (feet) ADJUSTED
 BC1406  ______________________________________________________________________
 BC1406  GEOID HEIGHT    -        -28.447 (meters)                     GEOID18
 BC1406  DYNAMIC HEIGHT  -          1.313 (meters)        4.31  (feet) COMP
 BC1406  MODELED GRAVITY -    979,366.5   (mgal)                       NAVD 88
 BC1406
 BC1406  VERT ORDER      -  SECOND    CLASS I
 BC1406
 BC1406.The horizontal coordinates were scaled from a map and have
 BC1406.an estimated accuracy of +/- 6 seconds.
 BC1406
 BC1406.The orthometric height was determined by differential leveling and
 BC1406.adjusted by the NATIONAL GEODETIC SURVEY
 BC1406.in October 2007.
 BC1406
 BC1406.No vertical observational check was made to the station.
 BC1406
 BC1406.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1406.GEOID18 height accuracy estimate available here.
 BC1406
 BC1406.This Tidal Bench Mark is designated as VM 5077
 BC1406.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1406
 BC1406.Click photographs - Photos may exist for this station.
 BC1406
 BC1406.The dynamic height is computed by dividing the NAVD 88
 BC1406.geopotential number by the normal gravity value computed on the
 BC1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1406.degrees latitude (g = 980.6199 gals.).
 BC1406
 BC1406.The modeled gravity was interpolated from observed gravity values.
 BC1406
 BC1406;                    North         East    Units  Estimated Accuracy
 BC1406;SPC FL E     -   673,060.      150,970.      MT  (+/- 180 meters Scaled)
 BC1406
 BC1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP509639(NAD 83)
 BC1406
 BC1406                          SUPERSEDED SURVEY CONTROL
 BC1406
 BC1406  NAVD 88 (05/20/94)    1.330  (m)            4.36   (f) SUPERSEDED  1 2
 BC1406  NAVD 88 (06/15/91)    1.362  (m)            4.47   (f) SUPERSEDED  1 2
 BC1406  NGVD 29 (09/01/92)    1.669  (m)            5.48   (f) ADJUSTED    1 2
 BC1406
 BC1406.Superseded values are not recommended for survey control.
 BC1406
 BC1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1406.See file dsdata.pdf to determine how the superseded data were derived.
 BC1406
 BC1406_MARKER: DJ = TIDAL STATION DISK
 BC1406_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1406_STAMPING: 0198 A
 BC1406_MARK LOGO: NOS
 BC1406_PROJECTION: FLUSH
 BC1406_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1406+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 BC1406_ROD/PIPE-DEPTH: 12.2 meters
 BC1406
 BC1406  HISTORY     - Date     Condition        Report By
 BC1406  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1406  HISTORY     - 1977     GOOD             FLDNR
 BC1406  HISTORY     - 1987     GOOD             FLDNR
 BC1406  HISTORY     - 19910419 GOOD             NGS
 BC1406  HISTORY     - 20040512 GOOD             FLDEP
 BC1406
 BC1406                          STATION DESCRIPTION
 BC1406
 BC1406'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1406'JACKSONVILLE.
 BC1406'AT JACKSONVILLE, IN THE NORTHEAST PART OF TOWN, AT THE HECKSCHER
 BC1406'DRIVE BRIDGE OVER CLAPBOARD CREEK. THE MARK BEARS 15.5 FEET NORTH
 BC1406'OF THE NORTHWEST BRIDGE ABUTMENT, 50.5 FEET SOUTHWEST OF A LARGE
 BC1406'CONCRETE POWER POLE.
 BC1406
 BC1406                          STATION RECOVERY (1977)
 BC1406
 BC1406'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC1406'RECOVERED IN GOOD CONDITION.
 BC1406
 BC1406                          STATION RECOVERY (1987)
 BC1406
 BC1406'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1406'RECOVERED AS DESCRIBED.
 BC1406
 BC1406                          STATION RECOVERY (1991)
 BC1406
 BC1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC1406'5.4 KM (3.4 MI) NORTHERLY ALONG U.S. HIGHWAY 17 (NORTH MAIN STREET)
 BC1406'FROM THE JUNCTION OF U.S. HIGHWAY 1 ALTERNATE IN JACKSONVILLE,
 BC1406'THENCE 14.7 KM (9.1 MI) EASTERLY ALONG STATE HIGHWAY 105 (HECKSCHER
 BC1406'DRIVE), 15.5 M (50.9 FT) SOUTHWEST OF A UTILITY POLE, 10.6 M (34.8
 BC1406'FT) NORTHEAST OF THE HIGHWAY CENTERLINE, 5.0 M (16.4 FT) NORTH OF THE
 BC1406'NORTHEAST END OF THE NORTHWEST ABUTMENT OF THE HIGHWAY BRIDGE
 BC1406'SPANNING CLAPBOARD CREEK, 1.2 M (3.9 FT) NORTHEAST OF A UTILITY POLE
 BC1406'WITH ONE GUY CABLE, 0.6 M (2.0 FT) BELOW THE LEVEL OF THE HIGHWAY,
 BC1406'AND 0.3 M (1.0 FT) WEST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED
 BC1406'IN A 4-INCH PVC PIPE THAT PROJECTS 0.1 M (0.3 FT) ABOVE THE GROUND
 BC1406'SURFACE.
 BC1406
 BC1406                          STATION RECOVERY (2004)
 BC1406
 BC1406'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1406'RECOVERED IN GOOD CONDITION.
 BC1406'
 BC1406'THE MARK IS IN JACKSONVILLE, IN SECTION 20, TOWNSHIP 1 SOUTH, RANGE 28
 BC1406'EAST.
 BC1406'
 BC1406'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1408 ***********************************************************************
 BC1408  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1408  DESIGNATION -  872 0198 B TIDAL
 BC1408  PID         -  BC1408
 BC1408  STATE/COUNTY-  FL/DUVAL
 BC1408  COUNTRY     -  US
 BC1408  USGS QUAD   -  EASTPORT (2018)
 BC1408
 BC1408                         *CURRENT SURVEY CONTROL
 BC1408  ______________________________________________________________________
 BC1408* NAD 83(1986) POSITION- 30 23 43.     (N) 081 30 11.     (W)   SCALED
 BC1408* NAVD 88 ORTHO HEIGHT -     1.259 (meters)        4.13  (feet) ADJUSTED
 BC1408  ______________________________________________________________________
 BC1408  GEOID HEIGHT    -        -28.455 (meters)                     GEOID18
 BC1408  DYNAMIC HEIGHT  -          1.257 (meters)        4.12  (feet) COMP
 BC1408  MODELED GRAVITY -    979,365.1   (mgal)                       NAVD 88
 BC1408
 BC1408  VERT ORDER      -  SECOND    CLASS I
 BC1408
 BC1408.The horizontal coordinates were scaled from a map and have
 BC1408.an estimated accuracy of +/- 6 seconds.
 BC1408
 BC1408.The orthometric height was determined by differential leveling and
 BC1408.adjusted by the NATIONAL GEODETIC SURVEY
 BC1408.in October 2007.
 BC1408
 BC1408.No vertical observational check was made to the station.
 BC1408
 BC1408.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1408.GEOID18 height accuracy estimate available here.
 BC1408
 BC1408.This Tidal Bench Mark is designated as VM 5078
 BC1408.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1408
 BC1408.Click photographs - Photos may exist for this station.
 BC1408
 BC1408.The dynamic height is computed by dividing the NAVD 88
 BC1408.geopotential number by the normal gravity value computed on the
 BC1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1408.degrees latitude (g = 980.6199 gals.).
 BC1408
 BC1408.The modeled gravity was interpolated from observed gravity values.
 BC1408
 BC1408;                    North         East    Units  Estimated Accuracy
 BC1408;SPC FL E     -   671,790.      151,660.      MT  (+/- 180 meters Scaled)
 BC1408
 BC1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP516626(NAD 83)
 BC1408
 BC1408                          SUPERSEDED SURVEY CONTROL
 BC1408
 BC1408  NAVD 88 (06/15/91)    1.274  (m)            4.18   (f) SUPERSEDED  2 1
 BC1408  NGVD 29 (09/01/92)    1.600  (m)            5.25   (f) ADJUSTED    2 1
 BC1408
 BC1408.Superseded values are not recommended for survey control.
 BC1408
 BC1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1408.See file dsdata.pdf to determine how the superseded data were derived.
 BC1408
 BC1408_MARKER: DJ = TIDAL STATION DISK
 BC1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1408_STAMPING: 0198 B 1977
 BC1408_MARK LOGO: NOS
 BC1408_PROJECTION: FLUSH
 BC1408_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1408+STABILITY: SURFACE MOTION
 BC1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1408+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 BC1408
 BC1408  HISTORY     - Date     Condition        Report By
 BC1408  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1408  HISTORY     - 1987     GOOD             FLDNR
 BC1408  HISTORY     - 20040512 GOOD             FLDEP
 BC1408
 BC1408                          STATION DESCRIPTION
 BC1408
 BC1408'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1408'JACKSONVILLE.
 BC1408'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 0.4 MILES EAST
 BC1408'ALONG RAMOTH DRIVE FROM THE INTERSECTION OF HECKSCHER DRIVE. THE
 BC1408'MARK BEARS 191 FEET SOUTHWEST OF THE CENTERLINE OF RAMOTH DRIVE,
 BC1408'52 FEET NORTHEAST OF THE MEAN HIGH WATER LINE OF THE RIVER, 30
 BC1408'FEET SOUTHEAST OF A METAL FENCE.
 BC1408
 BC1408                          STATION RECOVERY (1987)
 BC1408
 BC1408'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1408'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT ADD THAT THE MARK
 BC1408'IS LOCATED SOUTHWEST OF THE INTERSECTION OF RAMOTH DRIVE AND PALM GLEN
 BC1408'DRIVE AND GO SOUTHEAST ON RAMOTH DRIVE NOT EAST.
 BC1408
 BC1408                          STATION RECOVERY (2004)
 BC1408
 BC1408'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1408'RECOVERED IN GOOD CONDITION.
 BC1408'
 BC1408'THE MARK IS IN JACKSONVILLE, IN SECTION 28, TOWNSHIP 1 SOUTH, RANGE 28
 BC1408'EAST.
 BC1408'
 BC1408'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0927 ***********************************************************************
 DI0927  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0927  DESIGNATION -  872 0198 C TIDAL
 DI0927  PID         -  DI0927
 DI0927  STATE/COUNTY-  FL/DUVAL
 DI0927  COUNTRY     -  US
 DI0927  USGS QUAD   -  EASTPORT (2018)
 DI0927
 DI0927                         *CURRENT SURVEY CONTROL
 DI0927  ______________________________________________________________________
 DI0927* NAD 83(1986) POSITION- 30 24 25.     (N) 081 30 37.     (W)   SCALED
 DI0927* NAVD 88 ORTHO HEIGHT -     1.474 (meters)        4.84  (feet) ADJUSTED
 DI0927  ______________________________________________________________________
 DI0927  GEOID HEIGHT    -        -28.447 (meters)                     GEOID18
 DI0927  DYNAMIC HEIGHT  -          1.472 (meters)        4.83  (feet) COMP
 DI0927  MODELED GRAVITY -    979,366.5   (mgal)                       NAVD 88
 DI0927
 DI0927  VERT ORDER      -  SECOND    CLASS I
 DI0927
 DI0927.The horizontal coordinates were scaled from a map and have
 DI0927.an estimated accuracy of +/- 6 seconds.
 DI0927
 DI0927.The orthometric height was determined by differential leveling and
 DI0927.adjusted by the NATIONAL GEODETIC SURVEY
 DI0927.in October 2007.
 DI0927
 DI0927.No vertical observational check was made to the station.
 DI0927
 DI0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0927.GEOID18 height accuracy estimate available here.
 DI0927
 DI0927.This Tidal Bench Mark is designated as VM 19269
 DI0927.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0927
 DI0927.Click photographs - Photos may exist for this station.
 DI0927
 DI0927.The dynamic height is computed by dividing the NAVD 88
 DI0927.geopotential number by the normal gravity value computed on the
 DI0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0927.degrees latitude (g = 980.6199 gals.).
 DI0927
 DI0927.The modeled gravity was interpolated from observed gravity values.
 DI0927
 DI0927;                    North         East    Units  Estimated Accuracy
 DI0927;SPC FL E     -   673,090.      150,970.      MT  (+/- 180 meters Scaled)
 DI0927
 DI0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP509639(NAD 83)
 DI0927
 DI0927                          SUPERSEDED SURVEY CONTROL
 DI0927
 DI0927.No superseded survey control is available for this station.
 DI0927
 DI0927_MARKER: DD = SURVEY DISK
 DI0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0927_STAMPING: 0198 C 2004
 DI0927_MARK LOGO: FLDEP
 DI0927_PROJECTION: FLUSH
 DI0927_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0927+STABILITY: SURFACE MOTION
 DI0927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0927+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 DI0927
 DI0927  HISTORY     - Date     Condition        Report By
 DI0927  HISTORY     - 20040512 MONUMENTED       FLDEP
 DI0927
 DI0927                          STATION DESCRIPTION
 DI0927
 DI0927'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0927'THE MARK IS IN JACKSONVILLE, FLORIDA IN SECTION 20, TOWNSHIP 1 SOUTH,
 DI0927'RANGE 28 EAST.
 DI0927'
 DI0927'TO REACH THE MARK FROM THE OVERPASS OF STATE ROAD 9A AND STATE HIGHWAY
 DI0927'105 (HECKSCER  DRIVE) ON THE NORTHEAST SIDE OF JACKSONVILLE, GO EAST
 DI0927'ON STATE HIGHWAY 105 (HECKSCHER  DRIVE) FOR 3.65 MI TO THE MARK ON THE
 DI0927'LEFT (0.35 MI SOUTHEAST OF SCENIC MARSH COURT), NEAR  THE SOUTH CORNER
 DI0927'OF THE LOT AT 6151 HECKSCHER DRIVE, SET IN THE TOP OF A ROUND
 DI0927'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH HECKSCHER
 DI0927'DRIVE.
 DI0927'
 DI0927'LOCATED 48.0 FT NORTHEAST OF THE CENTERLINE OF HECKSCHER DRIVE, 9.0 FT
 DI0927'NORTHWEST OF  POWER POLE NUMBER 6201 AND 2.0 FT SOUTHWEST OF A CHAIN
 DI0927'LINK FENCE AND CARSONITE  WITNESS POST.
 DI0927'
 DI0927'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0926 ***********************************************************************
 DI0926  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0926  DESIGNATION -  872 0198 D TIDAL
 DI0926  PID         -  DI0926
 DI0926  STATE/COUNTY-  FL/DUVAL
 DI0926  COUNTRY     -  US
 DI0926  USGS QUAD   -  EASTPORT (2018)
 DI0926
 DI0926                         *CURRENT SURVEY CONTROL
 DI0926  ______________________________________________________________________
 DI0926* NAD 83(1986) POSITION- 30 24 27.     (N) 081 30 40.     (W)   SCALED
 DI0926* NAVD 88 ORTHO HEIGHT -     1.808 (meters)        5.93  (feet) ADJUSTED
 DI0926  ______________________________________________________________________
 DI0926  GEOID HEIGHT    -        -28.445 (meters)                     GEOID18
 DI0926  DYNAMIC HEIGHT  -          1.806 (meters)        5.93  (feet) COMP
 DI0926  MODELED GRAVITY -    979,366.5   (mgal)                       NAVD 88
 DI0926
 DI0926  VERT ORDER      -  SECOND    CLASS I
 DI0926
 DI0926.The horizontal coordinates were scaled from a map and have
 DI0926.an estimated accuracy of +/- 6 seconds.
 DI0926
 DI0926.The orthometric height was determined by differential leveling and
 DI0926.adjusted by the NATIONAL GEODETIC SURVEY
 DI0926.in October 2007.
 DI0926
 DI0926.No vertical observational check was made to the station.
 DI0926
 DI0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0926.GEOID18 height accuracy estimate available here.
 DI0926
 DI0926.This Tidal Bench Mark is designated as VM 19270
 DI0926.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0926
 DI0926.Click photographs - Photos may exist for this station.
 DI0926
 DI0926.The dynamic height is computed by dividing the NAVD 88
 DI0926.geopotential number by the normal gravity value computed on the
 DI0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0926.degrees latitude (g = 980.6199 gals.).
 DI0926
 DI0926.The modeled gravity was interpolated from observed gravity values.
 DI0926
 DI0926;                    North         East    Units  Estimated Accuracy
 DI0926;SPC FL E     -   673,150.      150,890.      MT  (+/- 180 meters Scaled)
 DI0926
 DI0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP509640(NAD 83)
 DI0926
 DI0926                          SUPERSEDED SURVEY CONTROL
 DI0926
 DI0926.No superseded survey control is available for this station.
 DI0926
 DI0926_MARKER: DD = SURVEY DISK
 DI0926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0926_STAMPING: 0198 D 2004
 DI0926_MARK LOGO: FLDEP
 DI0926_PROJECTION: FLUSH
 DI0926_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0926+STABILITY: SURFACE MOTION
 DI0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0926+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 DI0926
 DI0926  HISTORY     - Date     Condition        Report By
 DI0926  HISTORY     - 20040512 MONUMENTED       FLDEP
 DI0926
 DI0926                          STATION DESCRIPTION
 DI0926
 DI0926'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0926'THE MARK IS IN JACKSONVILLE, IN SECTION 20, TOWNSHIP 1 SOUTH, RANGE 28
 DI0926'EAST.
 DI0926'
 DI0926'TO REACH THE MARK FROM THE OVERPASS OF STATE ROAD 9A AND STATE HIGHWAY
 DI0926'105 (HECKSCER  DRIVE) ON THE NORTHEAST SIDE OF JACKSONVILLE, GO EAST
 DI0926'ON STATE HIGHWAY 105 (HECKSCHER  DRIVE) FOR 3.6 MI TO THE MARK ON THE
 DI0926'LEFT (0.3 MI SOUTHEAST OF SCENIC MARSH COURT), NEAR  THE SOUTH CORNER
 DI0926'OF THE LOT AT 6115 HECKSCHER DRIVE, SET IN THE TOP OF A ROUND
 DI0926'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH HECKSCHER
 DI0926'DRIVE.
 DI0926'
 DI0926'LOCATED 100.2 FT NORTHWEST OF POWER POLE NUMBER 6135, 46.7 FT
 DI0926'NORTHEAST OF THE  CENTERLINE OF HECKSCHER DRIVE, 3.8 FT WEST-SOUTHWEST
 DI0926'OF A BRICK CORNER POST FOR A  WOODEN FENCE AND 2.0 FT SOUTHWEST OF A
 DI0926'WOODEN FENCE.
 DI0926'
 DI0926'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2482 ***********************************************************************
 BC2482  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2482  DESIGNATION -  872 0203 A TIDAL
 BC2482  PID         -  BC2482
 BC2482  STATE/COUNTY-  FL/DUVAL
 BC2482  COUNTRY     -  US
 BC2482  USGS QUAD   -  EASTPORT (2018)
 BC2482
 BC2482                         *CURRENT SURVEY CONTROL
 BC2482  ______________________________________________________________________
 BC2482* NAD 83(1986) POSITION- 30 24 49.     (N) 081 32 41.     (W)   SCALED
 BC2482* NAVD 88 ORTHO HEIGHT -     1.307 (meters)        4.29  (feet) ADJUSTED
 BC2482  ______________________________________________________________________
 BC2482  GEOID HEIGHT    -        -28.402 (meters)                     GEOID18
 BC2482  DYNAMIC HEIGHT  -          1.306 (meters)        4.28  (feet) COMP
 BC2482  MODELED GRAVITY -    979,368.1   (mgal)                       NAVD 88
 BC2482
 BC2482  VERT ORDER      -  SECOND    CLASS I
 BC2482
 BC2482.The horizontal coordinates were scaled from a map and have
 BC2482.an estimated accuracy of +/- 6 seconds.
 BC2482
 BC2482.The orthometric height was determined by differential leveling and
 BC2482.adjusted by the NATIONAL GEODETIC SURVEY
 BC2482.in October 2007.
 BC2482
 BC2482.No vertical observational check was made to the station.
 BC2482
 BC2482.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2482.GEOID18 height accuracy estimate available here.
 BC2482
 BC2482.This Tidal Bench Mark is designated as VM 5085
 BC2482.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2482
 BC2482.Click photographs - Photos may exist for this station.
 BC2482
 BC2482.The dynamic height is computed by dividing the NAVD 88
 BC2482.geopotential number by the normal gravity value computed on the
 BC2482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2482.degrees latitude (g = 980.6199 gals.).
 BC2482
 BC2482.The modeled gravity was interpolated from observed gravity values.
 BC2482
 BC2482;                    North         East    Units  Estimated Accuracy
 BC2482;SPC FL E     -   673,840.      147,660.      MT  (+/- 180 meters Scaled)
 BC2482
 BC2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP476647(NAD 83)
 BC2482
 BC2482                          SUPERSEDED SURVEY CONTROL
 BC2482
 BC2482  NAVD 88 (??/??/92)    1.322  (m)            4.34   (f) SUPERSEDED  3 0
 BC2482  NGVD 29 (09/01/92)    1.654  (m)            5.43   (f) ADJUSTED    2 1
 BC2482
 BC2482.Superseded values are not recommended for survey control.
 BC2482
 BC2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2482.See file dsdata.pdf to determine how the superseded data were derived.
 BC2482
 BC2482_MARKER: DJ = TIDAL STATION DISK
 BC2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2482_STAMPING: 0203 A 1982
 BC2482_MARK LOGO: NOS
 BC2482_PROJECTION: FLUSH
 BC2482_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2482+STABILITY: SURFACE MOTION
 BC2482_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2482+SATELLITE: SATELLITE OBSERVATIONS - May 12, 2004
 BC2482
 BC2482  HISTORY     - Date     Condition        Report By
 BC2482  HISTORY     - 1982     MONUMENTED       FLDNR
 BC2482  HISTORY     - 1985     GOOD             FLDNR
 BC2482  HISTORY     - 20040512 GOOD             FLDEP
 BC2482
 BC2482                          STATION DESCRIPTION
 BC2482
 BC2482'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2482'IN JACKSONVILLE.
 BC2482'BEGIN AT THE INTERSECTION OF INTERSTATE 95 AND HECKSHER DRIVE, GO 7.1
 BC2482'MILES EAST ON HECKSHER DRIVE TO THE MARK.  THE MARK BEARS 56.1 FEET
 BC2482'SOUTHEAST OF THE CENTERLINE OF HECKSHER DRIVE, 11.1 FEET SOUTHWEST OF
 BC2482'A POWER POLE, 11.3 FEET WEST-SOUTHWEST OF THE NORTH FENCE CORNER OF
 BC2482'JACKSONVILLE CITY PROPERTY, 0.1 MILE EAST OF THE BRIDGE OVER SAN
 BC2482'CARLOS CREEK, AND 1.2 FEET NORTHWEST OF A WITNESS POST.
 BC2482
 BC2482                          STATION RECOVERY (2004)
 BC2482
 BC2482'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2482'THE MARK IS IN JACKSONVILLE, IN SECTION 13, TOWNSHIP 1 SOUTH, RANGE 27
 BC2482'EAST.
 BC2482'
 BC2482'TO REACH THE MARK FROM THE OVERPASS OF STATE ROAD 9A AND STATE HIGHWAY
 BC2482'105 (HECKSCER  DRIVE) ON THE NORTHEAST SIDE OF JACKSONVILLE, GO EAST
 BC2482'ON STATE HIGHWAY 105 (HECKSCHER  DRIVE) FOR 1.2 MI TO THE JUNCTION OF
 BC2482'SAFE HARBOR WAY ON THE RIGHT (0.1 MI EAST OF SAN  CARLOS CREEK), TURN
 BC2482'RIGHT ON SAFE HARBOR WAY AND GO SOUTH FOR ABOUT 300.0 FT TO THE  MARK
 BC2482'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 BC2482'THE  GROUND.
 BC2482'
 BC2482'LOCATED 96.0 FT SOUTH OF THE OLD ROADWAY PAVEMENT FOR HECKSCHER DRIVE,
 BC2482'MEASURED  FROM THE POINT WHERE THE CENTERLINE OF THE OLD ROADWAY IS
 BC2482'CROSSED BY AN 8.0 FT HIGH  CHAIN LINK FENCE ON THE EAST SIDE OF THE
 BC2482'JACKSONVILLE ELECTRIC AUTHORITY PROPERTY, 22.6  FT WEST-SOUTHWEST OF
 BC2482'THE NORTHWEST CORNER OF A 3 STORY METAL BUILDING, 11.4 FT  SOUTHWEST
 BC2482'OF A WOODEN POWERLINE ANCHOR POLE THAT IS 26.5 FT SOUTH OF WOODEN
 BC2482'POWER  POLE NUMBER 4770 AND 2.5 FT NORTH-NORTHWEST OF A CARSONITE
 BC2482'WITNESS POST.
 BC2482'
 BC2482'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0925 ***********************************************************************
 DI0925  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0925  DESIGNATION -  872 0203 B TIDAL
 DI0925  PID         -  DI0925
 DI0925  STATE/COUNTY-  FL/DUVAL
 DI0925  COUNTRY     -  US
 DI0925  USGS QUAD   -  EASTPORT (2018)
 DI0925
 DI0925                         *CURRENT SURVEY CONTROL
 DI0925  ______________________________________________________________________
 DI0925* NAD 83(1986) POSITION- 30 24 51.     (N) 081 32 41.     (W)   SCALED
 DI0925* NAVD 88 ORTHO HEIGHT -     3.940 (meters)       12.93  (feet) ADJUSTED
 DI0925  ______________________________________________________________________
 DI0925  GEOID HEIGHT    -        -28.402 (meters)                     GEOID18
 DI0925  DYNAMIC HEIGHT  -          3.935 (meters)       12.91  (feet) COMP
 DI0925  MODELED GRAVITY -    979,368.2   (mgal)                       NAVD 88
 DI0925
 DI0925  VERT ORDER      -  SECOND    CLASS I
 DI0925
 DI0925.The horizontal coordinates were scaled from a map and have
 DI0925.an estimated accuracy of +/- 6 seconds.
 DI0925
 DI0925.The orthometric height was determined by differential leveling and
 DI0925.adjusted by the NATIONAL GEODETIC SURVEY
 DI0925.in October 2007.
 DI0925
 DI0925.No vertical observational check was made to the station.
 DI0925
 DI0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0925.GEOID18 height accuracy estimate available here.
 DI0925
 DI0925.This Tidal Bench Mark is designated as VM 19277
 DI0925.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0925
 DI0925.Click photographs - Photos may exist for this station.
 DI0925
 DI0925.The dynamic height is computed by dividing the NAVD 88
 DI0925.geopotential number by the normal gravity value computed on the
 DI0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0925.degrees latitude (g = 980.6199 gals.).
 DI0925
 DI0925.The modeled gravity was interpolated from observed gravity values.
 DI0925
 DI0925;                    North         East    Units  Estimated Accuracy
 DI0925;SPC FL E     -   673,900.      147,660.      MT  (+/- 180 meters Scaled)
 DI0925
 DI0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP476648(NAD 83)
 DI0925
 DI0925                          SUPERSEDED SURVEY CONTROL
 DI0925
 DI0925.No superseded survey control is available for this station.
 DI0925
 DI0925_MARKER: DD = SURVEY DISK
 DI0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0925_STAMPING: 0203 B 2004
 DI0925_MARK LOGO: FLDEP
 DI0925_PROJECTION: FLUSH
 DI0925_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0925+STABILITY: SURFACE MOTION
 DI0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0925+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2004
 DI0925
 DI0925  HISTORY     - Date     Condition        Report By
 DI0925  HISTORY     - 20040218 MONUMENTED       FLDEP
 DI0925
 DI0925                          STATION DESCRIPTION
 DI0925
 DI0925'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0925'THE MARK IS IN JACKSONVILLE, IN SECTION 13, TOWNSHIP 1 SOUTH, RANGE 27
 DI0925'EAST.
 DI0925'
 DI0925'TO REACH THE MARK FROM THE OVERPASS OF STATE ROAD 9A AND STATE HIGHWAY
 DI0925'105 (HECKSCER  DRIVE) ON THE NORTHEAST SIDE OF JACKSONVILLE, GO EAST
 DI0925'ON STATE HIGHWAY 105 (HECKSCHER  DRIVE) FOR 1.3 MI TO THE MARK ON THE
 DI0925'LEFT, NORTH OF THE WESTBOUND LANES OF HECKSCHER  DRIVE, SET IN THE TOP
 DI0925'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT  0.5 FT
 DI0925'BELOW THE LEVEL OF HECKSCHER DRIVE.
 DI0925'
 DI0925'LOCATED 489.0 FT EAST-NORTHEAST OF THE CENTERLINE OF SAFE HARBOR WAY,
 DI0925'40.5 FT  WEST-SOUTHWEST OF A WOODEN POWER POLE NUMBER 4667, 27.5 FT
 DI0925'NORTH OF THE CENTER OF  THE WESTBOUND LANES OF HECKSCHER DRIVE, 5.0 FT
 DI0925'NORTH-NORTHEAST OF THE WEST END OF A  STEEL GUARDRAIL, 4.5 FT NORTH OF
 DI0925'THE STEEL GUARDRAIL AND 2.2 FT NORTH OF A CARSONITE  WITNESS POST.
 DI0925'
 DI0925'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0924 ***********************************************************************
 DI0924  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0924  DESIGNATION -  872 0203 C TIDAL
 DI0924  PID         -  DI0924
 DI0924  STATE/COUNTY-  FL/DUVAL
 DI0924  COUNTRY     -  US
 DI0924  USGS QUAD   -  EASTPORT (2018)
 DI0924
 DI0924                         *CURRENT SURVEY CONTROL
 DI0924  ______________________________________________________________________
 DI0924* NAD 83(1986) POSITION- 30 24 48.40   (N) 081 32 46.95   (W)   HD_HELD1
 DI0924* NAVD 88 ORTHO HEIGHT -     5.456 (meters)       17.90  (feet) ADJUSTED
 DI0924  ______________________________________________________________________
 DI0924  GEOID HEIGHT    -        -28.400 (meters)                     GEOID18
 DI0924  DYNAMIC HEIGHT  -          5.449 (meters)       17.88  (feet) COMP
 DI0924  MODELED GRAVITY -    979,368.2   (mgal)                       NAVD 88
 DI0924
 DI0924  VERT ORDER      -  SECOND    CLASS I
 DI0924
 DI0924.The horizontal coordinates were determined by differentially corrected
 DI0924.hand held GPS observations or other comparable positioning techniques
 DI0924.and have an estimated accuracy of +/- 3 meters.
 DI0924
 DI0924.The orthometric height was determined by differential leveling and
 DI0924.adjusted by the NATIONAL GEODETIC SURVEY
 DI0924.in October 2007.
 DI0924
 DI0924.No vertical observational check was made to the station.
 DI0924
 DI0924.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0924.GEOID18 height accuracy estimate available here.
 DI0924
 DI0924.This Tidal Bench Mark is designated as VM 19278
 DI0924.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0924
 DI0924.Click photographs - Photos may exist for this station.
 DI0924
 DI0924.The dynamic height is computed by dividing the NAVD 88
 DI0924.geopotential number by the normal gravity value computed on the
 DI0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0924.degrees latitude (g = 980.6199 gals.).
 DI0924
 DI0924.The modeled gravity was interpolated from observed gravity values.
 DI0924
 DI0924;                    North         East    Units  Estimated Accuracy
 DI0924;SPC FL E     -   673,824.4     147,504.9     MT  (+/- 3 meters HH1 GPS) 
 DI0924
 DI0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4752264726(NAD 83)
 DI0924
 DI0924                          SUPERSEDED SURVEY CONTROL
 DI0924
 DI0924.No superseded survey control is available for this station.
 DI0924
 DI0924_MARKER: DD = SURVEY DISK
 DI0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0924_STAMPING: 0203 C 2004
 DI0924_MARK LOGO: FLDEP
 DI0924_PROJECTION: FLUSH
 DI0924_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0924+STABILITY: SURFACE MOTION
 DI0924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0924+SATELLITE: SATELLITE OBSERVATIONS - May 13, 2010
 DI0924
 DI0924  HISTORY     - Date     Condition        Report By
 DI0924  HISTORY     - 20040218 MONUMENTED       FLDEP
 DI0924  HISTORY     - 20100513 GOOD             DEGROV
 DI0924
 DI0924                          STATION DESCRIPTION
 DI0924
 DI0924'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0924'THE MARK IS AT JACKSONVILLE, IN SECTION 13, TOWNSHIP 1 SOUTH, RANGE 27
 DI0924'EAST.
 DI0924'
 DI0924'TO REACH THE MARK FROM THE OVERPASS OF STATE ROAD 9A AND STATE HIGHWAY
 DI0924'105 (HECKSCER DRIVE) ON THE NORTHEAST SIDE OF JACKSONVILLE, GO EAST
 DI0924'ON STATE HIGHWAY 105 (HECKSCHER  DRIVE) FOR 1.2 MI TO THE JUNCTION OF
 DI0924'SAFE HARBOR WAY ON THE RIGHT (0.1 MI EAST OF SAN  CARLOS CREEK), AND
 DI0924'THE MARK ON THE LEFT, NORTH OF THE WESTBOUND LANES OF HECKSCHER  DRIVE
 DI0924'NEAR THE WEST END OF THE WESTERLY APPROACH TO THE SAN CARLOS CREEK
 DI0924'BRIDGE, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DI0924'GROUND AND ABOUT 0.5 FT BELOW THE LEVEL OF HECKSCHER DRIVE.
 DI0924'
 DI0924'LOCATED 77.3 FT SOUTHWEST OF THE NORTHWEST PROJECTION OF THE
 DI0924'CENTERLINE OF SAFE HARBOR WAY, 18.7 FT NORTHEAST OF THE CENTER OF A
 DI0924'3.5 FT BY 4.5 FT STEEL CATCH BASIN GRATE, 4.8 FT NORTH-NORTHWEST OF
 DI0924'THE NORTH EDGE OF A 3.5 FT WIDE CONCRETE GUTTER AT THE NORTH SIDE OF
 DI0924'THE WESTBOUND LANES OF HECKSCHER DRIVE, 4.7 FT NORTHEAST OF THE EAST
 DI0924'END OF A STEEL GUARDRAIL AND 5.9 FT NORTHEAST OF A CARSONITE WITNESS
 DI0924'POST.
 DI0924'
 DI0924'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
 DI0924
 DI0924                          STATION RECOVERY (2010)
 DI0924
 DI0924'RECOVERY NOTE BY DEGROVE SURVEYORS INCORPORATED 2010 (RLT)
 DI0924'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0923 ***********************************************************************
 DI0923  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0923  DESIGNATION -  872 0203 D TIDAL
 DI0923  PID         -  DI0923
 DI0923  STATE/COUNTY-  FL/DUVAL
 DI0923  COUNTRY     -  US
 DI0923  USGS QUAD   -  EASTPORT (2018)
 DI0923
 DI0923                         *CURRENT SURVEY CONTROL
 DI0923  ______________________________________________________________________
 DI0923* NAD 83(1986) POSITION- 30 24 46.     (N) 081 32 41.     (W)   SCALED
 DI0923* NAVD 88 ORTHO HEIGHT -     2.052 (meters)        6.73  (feet) ADJUSTED
 DI0923  ______________________________________________________________________
 DI0923  GEOID HEIGHT    -        -28.402 (meters)                     GEOID18
 DI0923  DYNAMIC HEIGHT  -          2.050 (meters)        6.73  (feet) COMP
 DI0923  MODELED GRAVITY -    979,368.0   (mgal)                       NAVD 88
 DI0923
 DI0923  VERT ORDER      -  SECOND    CLASS I
 DI0923
 DI0923.The horizontal coordinates were scaled from a map and have
 DI0923.an estimated accuracy of +/- 6 seconds.
 DI0923
 DI0923.The orthometric height was determined by differential leveling and
 DI0923.adjusted by the NATIONAL GEODETIC SURVEY
 DI0923.in October 2007.
 DI0923
 DI0923.No vertical observational check was made to the station.
 DI0923
 DI0923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0923.GEOID18 height accuracy estimate available here.
 DI0923
 DI0923.This Tidal Bench Mark is designated as VM 19279
 DI0923.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0923
 DI0923.Click photographs - Photos may exist for this station.
 DI0923
 DI0923.The dynamic height is computed by dividing the NAVD 88
 DI0923.geopotential number by the normal gravity value computed on the
 DI0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0923.degrees latitude (g = 980.6199 gals.).
 DI0923
 DI0923.The modeled gravity was interpolated from observed gravity values.
 DI0923
 DI0923;                    North         East    Units  Estimated Accuracy
 DI0923;SPC FL E     -   673,750.      147,660.      MT  (+/- 180 meters Scaled)
 DI0923
 DI0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP476646(NAD 83)
 DI0923
 DI0923                          SUPERSEDED SURVEY CONTROL
 DI0923
 DI0923.No superseded survey control is available for this station.
 DI0923
 DI0923_MARKER: F = FLANGE-ENCASED ROD
 DI0923_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI0923_STAMPING: 0203 D 2004
 DI0923_MARK LOGO: NGS
 DI0923_PROJECTION: FLUSH
 DI0923_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0923+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2010
 DI0923_ROD/PIPE-DEPTH: 16.0 meters
 DI0923
 DI0923  HISTORY     - Date     Condition        Report By
 DI0923  HISTORY     - 20040218 MONUMENTED       FLDEP
 DI0923  HISTORY     - 20101112 GOOD             JCLS
 DI0923
 DI0923                          STATION DESCRIPTION
 DI0923
 DI0923'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0923'THE MARK IS IN JACKSONVILLE, IN SECTION 13, TOWNSHIP 1 SOUTH, RANGE 27
 DI0923'EAST.
 DI0923'
 DI0923'TO REACH THE MARK FROM THE OVERPASS OF STATE ROAD 9A AND STATE HIGHWAY
 DI0923'105 (HECKSCER  DRIVE) ON THE NORTHEAST SIDE OF JACKSONVILLE, GO EAST
 DI0923'ON STATE HIGHWAY 105 (HECKSCHER  DRIVE) FOR 1.2 MI TO THE JUNCTION OF
 DI0923'SAFE HARBOR WAY ON THE RIGHT (0.1 MI EAST OF SAN  CARLOS CREEK), TURN
 DI0923'RIGHT ON SAFE HARBOR WAY AND GO SOUTH FOR ABOUT 200.0 FT TO THE
 DI0923'JUNCTION WITH THE OLD ROADWAY FOR HECKSCHER DRIVE, TURN LEFT AND GO
 DI0923'EASTERLY FOR  ABOUT 130.0 FT TO THE MARK, A STAINLESS STEEL ROD DRIVEN
 DI0923'TO REFUSAL AT A DEPTH OF 52.5 FT  WITH A 5-INCH NGS LOGO CAP SET FLUSH
 DI0923'WITH THE GROUND AND ABOUT 0.5 FT BELOW THE LEVEL  OF THE OLD ROAD, THE
 DI0923'DATUM POINT IS RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DI0923'
 DI0923'LOCATED 130.5 FT NORTHEAST OF THE CENTERLINE OF THE NORTH-SOUTH
 DI0923'PORTION OF SAFE  HARBOR WAY, 44.7 FT NORTHWEST OF THE CENTER OF THE
 DI0923'NORTHEAST END OF A 15-INCH  CONCRETE DRAINAGE CULVERT, 16.5 FT
 DI0923'NORTHEAST OF THE EAST EDGE OF THE PAVEMENT OF SAFE  HARBOR WAY, 10.7
 DI0923'FT EAST-SOUTHEAST OF THE EAST CORNER OF A 10-FT BY 12-FT CONCRETE PAD
 DI0923'FOR A TRASH CONTAINER AND 2.0 FT SOUTHWEST OF A CARSONITE WITNESS
 DI0923'POST.
 DI0923'
 DI0923'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE NGS LOGO CAP.
 DI0923'
 DI0923'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
 DI0923
 DI0923                          STATION RECOVERY (2010)
 DI0923
 DI0923'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2010
 DI0923'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9219 ***********************************************************************
 DI9219  TIDAL BM    -  This is a Tidal Bench Mark.
 DI9219  DESIGNATION -  872 0211 A
 DI9219  PID         -  DI9219
 DI9219  STATE/COUNTY-  FL/DUVAL
 DI9219  COUNTRY     -  US
 DI9219  USGS QUAD   -  MAYPORT (2018)
 DI9219
 DI9219                         *CURRENT SURVEY CONTROL
 DI9219  ______________________________________________________________________
 DI9219* NAD 83(2011) POSITION- 30 23 58.89375(N) 081 24 45.71613(W)   ADJUSTED
 DI9219* NAD 83(2011) ELLIP HT-   -25.883 (meters)        (06/27/12)   ADJUSTED
 DI9219* NAD 83(2011) EPOCH   -  2010.00
 DI9219* NAVD 88 ORTHO HEIGHT -     2.687 (meters)        8.82  (feet) ADJUSTED
 DI9219  ______________________________________________________________________
 DI9219  GEOID HEIGHT    -        -28.569 (meters)                     GEOID18
 DI9219  NAD 83(2011) X  -    822,126.977 (meters)                     COMP
 DI9219  NAD 83(2011) Y  - -5,444,222.105 (meters)                     COMP
 DI9219  NAD 83(2011) Z  -  3,208,655.134 (meters)                     COMP
 DI9219  LAPLACE CORR    -         -1.48  (seconds)                    DEFLEC18
 DI9219  DYNAMIC HEIGHT  -          2.683 (meters)        8.80  (feet) COMP
 DI9219  MODELED GRAVITY -    979,365.3   (mgal)                       NAVD 88
 DI9219
 DI9219  VERT ORDER      -  FIRST     CLASS II
 DI9219
 DI9219  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI9219  Standards:
 DI9219         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI9219            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI9219  -------------------------------------------------------------------
 DI9219  NETWORK    0.38   0.88           0.15   0.16   0.45     -0.01094928
 DI9219  -------------------------------------------------------------------
 DI9219  Click here for local accuracies and other accuracy information.
 DI9219
 DI9219.The horizontal coordinates were established by GPS observations
 DI9219.and adjusted by the National Geodetic Survey in June 2012.
 DI9219
 DI9219.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI9219.been affixed to the stable North American tectonic plate. See 
 DI9219.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI9219
 DI9219.The horizontal coordinates are valid at the epoch date displayed above
 DI9219.which is a decimal equivalence of Year/Month/Day.
 DI9219
 DI9219.The orthometric height was determined by differential leveling and
 DI9219.adjusted by the NATIONAL GEODETIC SURVEY
 DI9219.in January 2010.
 DI9219
 DI9219.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9219.GEOID18 height accuracy estimate available here.
 DI9219
 DI9219.This Tidal Bench Mark is designated as VM 13465
 DI9219.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI9219
 DI9219.Click photographs - Photos may exist for this station.
 DI9219
 DI9219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI9219
 DI9219.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI9219
 DI9219.The ellipsoidal height was determined by GPS observations
 DI9219.and is referenced to NAD 83.
 DI9219
 DI9219.The dynamic height is computed by dividing the NAVD 88
 DI9219.geopotential number by the normal gravity value computed on the
 DI9219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9219.degrees latitude (g = 980.6199 gals.).
 DI9219
 DI9219.The modeled gravity was interpolated from observed gravity values.
 DI9219
 DI9219. The following values were computed from the NAD 83(2011) position.
 DI9219
 DI9219;                    North         East     Units Scale Factor Converg.
 DI9219;SPC FL E     -   672,245.527   160,342.918   MT  0.99996057   -0 12 31.8
 DI9219;SPC FL E     - 2,205,525.53    526,058.39   sFT  0.99996057   -0 12 31.8
 DI9219;UTM  17      - 3,363,148.141   460,356.449   MT  0.99961939   -0 12 31.8
 DI9219
 DI9219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI9219!SPC FL E     -   1.00000406  x   0.99996057  =   0.99996463
 DI9219!UTM  17      -   1.00000406  x   0.99961939  =   0.99962345
 DI9219
 DI9219:                Primary Azimuth Mark                     Grid Az
 DI9219:SPC FL E     -  872 0218 A                               259 54 14.3
 DI9219:UTM  17      -  872 0218 A                               259 54 14.3
 DI9219
 DI9219_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6035663148(NAD 83)
 DI9219
 DI9219|---------------------------------------------------------------------|
 DI9219| PID    Reference Object                     Distance      Geod. Az  |
 DI9219|                                                           dddmmss.s |
 DI9219| DI9221 872 0218 A                          APPROX. 1.5 KM 2594142.5 |
 DI9219|---------------------------------------------------------------------|
 DI9219
 DI9219                          SUPERSEDED SURVEY CONTROL
 DI9219
 DI9219  NAD 83(2007)-  30 23 58.89410(N)    081 24 45.71705(W) AD(2002.00) B
 DI9219  ELLIP H (06/10/09)  -25.929  (m)                       GP(2002.00) 3 2
 DI9219  NAD 83(1999)-  30 23 58.89401(N)    081 24 45.71708(W) AD(       ) B
 DI9219  ELLIP H (06/27/07)  -25.857  (m)                       GP(       ) 3 2
 DI9219  NAVD 88 (06/27/07)    2.70   (m)  GEOID03  model used  GPS OBS        
 DI9219
 DI9219.Superseded values are not recommended for survey control.
 DI9219
 DI9219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI9219.See file dsdata.pdf to determine how the superseded data were derived.
 DI9219
 DI9219_MARKER: F = FLANGE-ENCASED ROD
 DI9219_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI9219_STAMPING: 0211 A 1995
 DI9219_MARK LOGO: NOS
 DI9219_PROJECTION: FLUSH
 DI9219_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI9219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI9219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9219+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DI9219_ROD/PIPE-DEPTH: 24.3 meters
 DI9219
 DI9219  HISTORY     - Date     Condition        Report By
 DI9219  HISTORY     - 1995     MONUMENTED       NOS
 DI9219  HISTORY     - 2006     GOOD             FLDEP
 DI9219  HISTORY     - 20070523 GOOD             FLDEP
 DI9219
 DI9219                          STATION DESCRIPTION
 DI9219
 DI9219'DESCRIBED BY FL DEPT OF ENV PRO 2006 (RH)
 DI9219'THE MARK IS IN THE MAYPORT, IN THE MAYPORT NAVAL BASIN, IN ESTIMATED
 DI9219'SECTION 29, TOWNSHIP  1 SOUTH, RANGE 29 EAST.
 DI9219'
 DI9219'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 10 (ATLANTIC
 DI9219'BOULEVARD) AND U.S.  HIGHWAY A1A (MAYPORT ROAD) ON THE SOUTH SIDE OF
 DI9219'MAYPORT, GO NORTH ON U.S. HIGHWAY A1A  (MAYPORT ROAD) FOR 2.25 MI TO
 DI9219'THE JUNCTION OF COUNTY ROAD 101 (MAIN STREET) ON THE RIGHT,  BEAR
 DI9219'RIGHT ON COUNTY ROAD 101 (MAIN STREET) AND GO NORTH FOR 1.8 MI TO THE
 DI9219'ENTRANCE OF  MAYPORT NAVAL STATION, PASSING THROUGH THE CHECK IN
 DI9219'STATION, CONTINUE NORTH ON MAIN  STREET FOR 1.3 MI TO THE HAZARDOUS
 DI9219'WASTE STORAGE AREA AND THE MARK ON THE LEFT, A  STAINLESS STEEL ROD
 DI9219'DRIVEN TO REFUSAL AT A DEPTH OF 79.8 FT WITH A NOS LOGO CAP FLUSH
 DI9219'WITH THE GROUND, THE DATUM POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF
 DI9219'THE NOS LOGO  CAP.
 DI9219'
 DI9219'LOCATED 228.0 FT NORTHEAST OF A NOS ROD MARK STAMPED 0211 B 1995, 98.8
 DI9219'FT SOUTHEAST OF A  24-INCH PALM TREE, 60.5 FT NORTHEAST OF THE
 DI9219'NORTHEAST EDGE OF THE PARKING LOT, 45.6 FT  WEST OF A SMALL PIER
 DI9219'LEADING NORTH AND 1.9 FT WEST OF THE NORTHWEST CORNER OF A 6.0 FT
 DI9219'TALL CHAINLINK FENCE LINE.
 DI9219'
 DI9219'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.
 DI9219
 DI9219                          STATION RECOVERY (2007)
 DI9219
 DI9219'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 DI9219'THE MARK IS IN MAYPORT, ON THE MAYPORT NAVAL BASIN, IN SECTION 71,
 DI9219'TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 DI9219'
 DI9219'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BLVD (STATE ROAD 10)
 DI9219'AND MAYPORT ROAD (STATE ROAD A1A) ON THE SOUTH SIDE OF MAYPORT, GO
 DI9219'NORTH ON MAYPORT ROAD (STATE ROAD A1A) FOR 2.25 MI (3.6 KM) TO THE
 DI9219'JUNCTION OF COUNTY ROAD 101 (MAYPORT ROAD-MAIN STREET), CONTINUE NORTH
 DI9219'ON MAYPORT ROAD (COUNTY ROAD 101) FOR 1.8 MI (2.9 KM) TO THE ENTRANCE
 DI9219'OF THE MAYPORT NAVAL BASIN STATION, PASSING THROUGH THE CHECK-IN
 DI9219'STATION CONTINUE NORTH ON MAIN STREET FOR 1.3 MI (2.1 KM) TO THE
 DI9219'HAZARDOUS WASTE STORAGE AREA AND THE MARK, A STAINLESS STEEL ROD
 DI9219'DRIVEN TO REFUSAL AT A DEPTH OF 79.8 FT (24.3 M) WITH A NOS LOGO CAP
 DI9219'FLUSH WITH THE GROUND, THE DATUM POINT IS RECESSED 0.3 FT (0.1 M)
 DI9219'BELOW THE LEVEL OF THE NOS LOGO CAP.
 DI9219'
 DI9219'LOCATED 228.0 FT (69.5 M) NORTHEAST OF A NOS LOGO CAP STAMPED 0211 A
 DI9219'1995, 98.8 FT (30.1 M) SOUTHEAST OF A 24-INCH (61 CM) PALM TREE, 60.5
 DI9219'FT (18.4 M) NORTHEAST OF THE NORTHEAST EDGE OF THE PARKING LOOKOUT
 DI9219'TOWER AND 1.9 FT (0.6 M) WEST OF THE NORTHWEST CORNER OF A 6.0 FT (1.8
 DI9219'M) TALL CHAINLINK FENCE LINE.
 DI9219'
 DI9219'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 DI9219'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5745 ***********************************************************************
 DL5745  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5745  DESIGNATION -  872 0211 B
 DL5745  PID         -  DL5745
 DL5745  STATE/COUNTY-  FL/DUVAL
 DL5745  COUNTRY     -  US
 DL5745  USGS QUAD   -  MAYPORT (2018)
 DL5745
 DL5745                         *CURRENT SURVEY CONTROL
 DL5745  ______________________________________________________________________
 DL5745* NAD 83(1986) POSITION- 30 23 59.75   (N) 081 24 48.14   (W)   HD_HELD1
 DL5745* NAVD 88 ORTHO HEIGHT -     2.312 (meters)        7.59  (feet) ADJUSTED
 DL5745  ______________________________________________________________________
 DL5745  GEOID HEIGHT    -        -28.568 (meters)                     GEOID18
 DL5745  DYNAMIC HEIGHT  -          2.309 (meters)        7.58  (feet) COMP
 DL5745  MODELED GRAVITY -    979,365.3   (mgal)                       NAVD 88
 DL5745
 DL5745  VERT ORDER      -  FIRST     CLASS II
 DL5745
 DL5745.The horizontal coordinates were determined by differentially corrected
 DL5745.hand held GPS observations or other comparable positioning techniques
 DL5745.and have an estimated accuracy of +/- 3 meters.
 DL5745
 DL5745.The orthometric height was determined by differential leveling and
 DL5745.adjusted by the NATIONAL GEODETIC SURVEY
 DL5745.in January 2010.
 DL5745
 DL5745.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5745.GEOID18 height accuracy estimate available here.
 DL5745
 DL5745.This Tidal Bench Mark is designated as VM 13466
 DL5745.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5745
 DL5745.Click photographs - Photos may exist for this station.
 DL5745
 DL5745.The dynamic height is computed by dividing the NAVD 88
 DL5745.geopotential number by the normal gravity value computed on the
 DL5745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5745.degrees latitude (g = 980.6199 gals.).
 DL5745
 DL5745.The modeled gravity was interpolated from observed gravity values.
 DL5745
 DL5745;                    North         East    Units  Estimated Accuracy
 DL5745;SPC FL E     -   672,272.1     160,278.3     MT  (+/- 3 meters HH1 GPS) 
 DL5745
 DL5745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6029163174(NAD 83)
 DL5745
 DL5745                          SUPERSEDED SURVEY CONTROL
 DL5745
 DL5745.No superseded survey control is available for this station.
 DL5745
 DL5745_MARKER: F = FLANGE-ENCASED ROD
 DL5745_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL5745_STAMPING: 0211 B 1995
 DL5745_MARK LOGO: NOS
 DL5745_PROJECTION: FLUSH
 DL5745_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5745_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5745+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DL5745_ROD/PIPE-DEPTH: 21.8 meters
 DL5745
 DL5745  HISTORY     - Date     Condition        Report By
 DL5745  HISTORY     - 1995     MONUMENTED       FLDEP
 DL5745  HISTORY     - 20070523 GOOD             FLDEP
 DL5745
 DL5745                          STATION DESCRIPTION
 DL5745
 DL5745'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5745'THE MARK IS IN MAYPORT, ON THE MAYPORT NAVAL BASIN, IN SECTION 71,
 DL5745'TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 DL5745'
 DL5745'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BLVD (STATE ROAD 10)
 DL5745'AND MAYPORT ROAD (STATE ROAD A1A) ON THE SOUTH SIDE OF MAYPORT, GO
 DL5745'NORTH ON MAYPORT ROAD (STATE ROAD A1A) FOR 2.25 MI (3.6 KM) TO THE
 DL5745'JUNCTION OF COUNTY ROAD 101 (MAYPORT ROAD-MAIN STREET), CONTINUE NORTH
 DL5745'ON MAYPORT ROAD (COUNTY ROAD 101) FOR 1.8 MI (2.9 KM) TO THE ENTRANCE
 DL5745'OF THE MAYPORT NAVAL BASIN STATION, PASSING THROUGH THE CHECK-IN
 DL5745'STATION CONTINUE NORTH ON MAIN STREET FOR 1.3 MI (2.1 KM) TO THE
 DL5745'HAZARDOUS WASTE STORAGE AREA AND THE MARK, A STAINLESS STEEL ROD
 DL5745'DRIVEN TO REFUSAL AT A DEPTH OF 71.4 FT (21.8 M) WITH A NOS LOGO CAP
 DL5745'FLUSH WITH THE GROUND, THE DATUM POINT IS RECESSED 0.3 FT (0.1 M)
 DL5745'BELOW THE LEVEL OF THE NOS LOGO CAP.
 DL5745'
 DL5745'LOCATED 168.5 FT (51.4 M) NORTHEAST OF THE APPROXIMATE CENTER OF A
 DL5745'PAVED ROAD, 149.3 FT (45.5 M) NORTHEAST OF THE SOUTHWEST END OF A
 DL5745'CHAINLINK FENCE LINE, 134.6 FT (41.0 M) SOUTH-SOUTHEAST OF A PALM
 DL5745'TREE, 23.3 FT (7.1 M) SOUTHWEST OF THE NORTHEAST END OF A CHAINLINK
 DL5745'FENCE LINE AND 1.0 FT (0.3 M) SOUTHEAST OF A NORTHEAST-SOUTHWEST
 DL5745'CHAINLINK FENCE LINE AND A CARSONITE WITNESS POST.
 DL5745'
 DL5745'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 DL5745'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5785 ***********************************************************************
 DL5785  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5785  DESIGNATION -  872 0211 C
 DL5785  PID         -  DL5785
 DL5785  STATE/COUNTY-  FL/DUVAL
 DL5785  COUNTRY     -  US
 DL5785  USGS QUAD   -  MAYPORT (2018)
 DL5785
 DL5785                         *CURRENT SURVEY CONTROL
 DL5785  ______________________________________________________________________
 DL5785* NAD 83(1986) POSITION- 30 23 59.     (N) 081 24 42.     (W)   SCALED
 DL5785* NAVD 88 ORTHO HEIGHT -     2.312 (meters)        7.59  (feet) ADJUSTED
 DL5785  ______________________________________________________________________
 DL5785  GEOID HEIGHT    -        -28.570 (meters)                     GEOID18
 DL5785  DYNAMIC HEIGHT  -          2.309 (meters)        7.58  (feet) COMP
 DL5785  MODELED GRAVITY -    979,365.3   (mgal)                       NAVD 88
 DL5785
 DL5785  VERT ORDER      -  FIRST     CLASS II
 DL5785
 DL5785.The horizontal coordinates were scaled from a map and have
 DL5785.an estimated accuracy of +/- 6 seconds.
 DL5785
 DL5785.The orthometric height was determined by differential leveling and
 DL5785.adjusted by the NATIONAL GEODETIC SURVEY
 DL5785.in January 2010.
 DL5785
 DL5785.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5785.GEOID18 height accuracy estimate available here.
 DL5785
 DL5785.This Tidal Bench Mark is designated as VM 13467
 DL5785.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5785
 DL5785.Click photographs - Photos may exist for this station.
 DL5785
 DL5785.The dynamic height is computed by dividing the NAVD 88
 DL5785.geopotential number by the normal gravity value computed on the
 DL5785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5785.degrees latitude (g = 980.6199 gals.).
 DL5785
 DL5785.The modeled gravity was interpolated from observed gravity values.
 DL5785
 DL5785;                    North         East    Units  Estimated Accuracy
 DL5785;SPC FL E     -   672,250.      160,440.      MT  (+/- 180 meters Scaled)
 DL5785
 DL5785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP604631(NAD 83)
 DL5785
 DL5785                          SUPERSEDED SURVEY CONTROL
 DL5785
 DL5785.No superseded survey control is available for this station.
 DL5785
 DL5785_MARKER: DV = VERTICAL CONTROL DISK
 DL5785_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5785_SP_SET: PIER
 DL5785_STAMPING: 0211 C 1995
 DL5785_MARK LOGO: NOS
 DL5785_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5785+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DL5785
 DL5785  HISTORY     - Date     Condition        Report By
 DL5785  HISTORY     - 1995     MONUMENTED       FLDEP
 DL5785  HISTORY     - 20070523 GOOD             FLDEP
 DL5785
 DL5785                          STATION DESCRIPTION
 DL5785
 DL5785'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5785'THE MARK IS IN MAYPORT, ON THE MAYPORT NAVAL BASIN, IN SECTION 71,
 DL5785'TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 DL5785'
 DL5785'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BLVD (STATE ROAD 10)
 DL5785'AND MAYPORT ROAD (STATE ROAD A1A) ON THE SOUTH SIDE OF MAYPORT, GO
 DL5785'NORTH ON MAYPORT ROAD (STATE ROAD A1A) FOR 2.25 MI (3.6 KM) TO THE
 DL5785'JUNCTION OF COUNTY ROAD 101 (MAYPORT ROAD-MAIN STREET), CONTINUE NORTH
 DL5785'ON MAYPORT ROAD (COUNTY ROAD 101) FOR 1.8 MI (2.9 KM) TO THE ENTRANCE
 DL5785'OF THE MAYPORT NAVAL BASIN STATION, PASSING THROUGH THE CHECK-IN
 DL5785'STATION CONTINUE NORTH ON MAIN STREET FOR 1.3 MI (2.1 KM) TO THE
 DL5785'HAZARDOUS WASTE STORAGE AREA AND THE MARK, SET FLUSH IN THE SOUTH END
 DL5785'OF THE SMALL CONCRETE WASTE WATER TREATMENT PIER, 1.5 FT (0.5 M) BELOW
 DL5785'THE LEVEL OF THE GROUND AND 1.5 FT (0.5 M) BELOW WITH THE LEVEL OF
 DL5785'MAIN STREET.
 DL5785'
 DL5785'LOCATED 92.0 FT (28.0 M) NORTH OF THE NORTHEAST CORNER OF THE WASTE
 DL5785'TREATMENT BUILDING, 16.5 FT (5.0 M) NORTH OF THE SOUTH END OF THE
 DL5785'WASTE TREATMENT DOCK (A 3.0 FT (0.9 M) WIDE DOCK) AND 14.2 FT (4.3 M)
 DL5785'SOUTHWEST OF THE SOUTH END OF A NORTH-SOUTH 6.0 FT (1.8 M) TALL
 DL5785'CHAINLINK FENCE LINE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2481 ***********************************************************************
 BC2481  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2481  DESIGNATION -  872 0213 A TIDAL
 BC2481  PID         -  BC2481
 BC2481  STATE/COUNTY-  FL/DUVAL
 BC2481  COUNTRY     -  US
 BC2481  USGS QUAD   -  TROUT RIVER (2018)
 BC2481
 BC2481                         *CURRENT SURVEY CONTROL
 BC2481  ______________________________________________________________________
 BC2481* NAD 83(1986) POSITION- 30 25 07.     (N) 081 43 40.     (W)   SCALED
 BC2481* NAVD 88 ORTHO HEIGHT -     1.311 (meters)        4.30  (feet) POSTED
 BC2481  ______________________________________________________________________
 BC2481  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 BC2481  DYNAMIC HEIGHT  -          1.31  (meters)        4.3   (feet) COMP
 BC2481  MODELED GRAVITY -    979,370.7   (mgal)                       NAVD 88
 BC2481
 BC2481  VERT ORDER      -  * POSTED, SEE BELOW
 BC2481
 BC2481.The horizontal coordinates were scaled from a map and have
 BC2481.an estimated accuracy of +/- 6 seconds.
 BC2481
 BC2481.The orthometric height was determined by differential leveling
 BC2481.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BC2481
 BC2481.* This is a POSTED BENCH MARK height.
 BC2481
 BC2481.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2481.GEOID18 height accuracy estimate available here.
 BC2481
 BC2481.This Tidal Bench Mark is designated as VM 5088
 BC2481.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2481
 BC2481.Click photographs - Photos may exist for this station.
 BC2481
 BC2481.The dynamic height is computed by dividing the NAVD 88
 BC2481.geopotential number by the normal gravity value computed on the
 BC2481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2481.degrees latitude (g = 980.6199 gals.).
 BC2481
 BC2481.The modeled gravity was interpolated from observed gravity values.
 BC2481
 BC2481;                    North         East    Units  Estimated Accuracy
 BC2481;SPC FL E     -   674,500.      130,080.      MT  (+/- 180 meters Scaled)
 BC2481
 BC2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP301653(NAD 83)
 BC2481
 BC2481                          SUPERSEDED SURVEY CONTROL
 BC2481
 BC2481  NGVD 29 (09/01/92)    1.618  (m)            5.31   (f) ADJUSTED    2 1
 BC2481
 BC2481.Superseded values are not recommended for survey control.
 BC2481
 BC2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2481.See file dsdata.pdf to determine how the superseded data were derived.
 BC2481
 BC2481_MARKER: DJ = TIDAL STATION DISK
 BC2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2481_STAMPING: 0213 A 1978
 BC2481_MARK LOGO: NOS
 BC2481_PROJECTION: FLUSH
 BC2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2481+STABILITY: SURFACE MOTION
 BC2481
 BC2481  HISTORY     - Date     Condition        Report By
 BC2481  HISTORY     - 1978     MONUMENTED       NOS
 BC2481  HISTORY     - 1985     GOOD             FLDNR
 BC2481  HISTORY     - 20030310 MARK NOT FOUND   FLDEP
 BC2481
 BC2481                          STATION DESCRIPTION
 BC2481
 BC2481'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2481'3.55 MI SW FROM GARDEN CITY.
 BC2481'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD IN
 BC2481'JACKSONVILLE, FLORIDA.  PROCEED 2.0 MILES NORTH ALONG LEM TURNER ROAD
 BC2481'TO TROUT RIVER BOULEVARD.  PROCEED 2.0 MILES WEST ALONG TROUT RIVER
 BC2481'BOULEVARD TO 5339 TROUT RIVER BOULEVARD AND THE LOCATION OF THE MARK.
 BC2481'THE MARK BEARS 365 FEET NORTH OF TROUT RIVER BOULEVARD, 59 FEET
 BC2481'SOUTHWESTERLY OF A DOCK, 120 FEET NORTH OF A TIN SHED BEHIND THE
 BC2481'RESIDENCE AT 5339 TROUT RIVER BOULEVARD, AND 65 FEET SOUTH OF THE
 BC2481'APPARENT HIGH WATER LINE OF THE SOUTH SHORELINE OF TROUT RIVER.
 BC2481
 BC2481                          STATION RECOVERY (2003)
 BC2481
 BC2481'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC2481'SEARCHED FOR AND NOT RECOVERED.  THE PROPERTY OWNER REPORTED THAT THE
 BC2481'BENCH MARK HAD BEEN BURIED BY FILL DIRT
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2479 ***********************************************************************
 BC2479  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2479  DESIGNATION -  872 0213 B TIDAL
 BC2479  PID         -  BC2479
 BC2479  STATE/COUNTY-  FL/DUVAL
 BC2479  COUNTRY     -  US
 BC2479  USGS QUAD   -  TROUT RIVER (2018)
 BC2479
 BC2479                         *CURRENT SURVEY CONTROL
 BC2479  ______________________________________________________________________
 BC2479* NAD 83(1986) POSITION- 30 24 58.57   (N) 081 43 56.59   (W)   HD_HELD1
 BC2479* NAVD 88 ORTHO HEIGHT -     1.611 (meters)        5.29  (feet) ADJUSTED
 BC2479  ______________________________________________________________________
 BC2479  GEOID HEIGHT    -        -28.244 (meters)                     GEOID18
 BC2479  DYNAMIC HEIGHT  -          1.609 (meters)        5.28  (feet) COMP
 BC2479  MODELED GRAVITY -    979,370.3   (mgal)                       NAVD 88
 BC2479
 BC2479  VERT ORDER      -  SECOND    CLASS I
 BC2479
 BC2479.The horizontal coordinates were determined by differentially corrected
 BC2479.hand held GPS observations or other comparable positioning techniques
 BC2479.and have an estimated accuracy of +/- 3 meters.
 BC2479
 BC2479.The orthometric height was determined by differential leveling and
 BC2479.adjusted by the NATIONAL GEODETIC SURVEY
 BC2479.in January 2025.
 BC2479
 BC2479.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2479.GEOID18 height accuracy estimate available here.
 BC2479
 BC2479.This Tidal Bench Mark is designated as VM 5089
 BC2479.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2479
 BC2479.Click photographs - Photos may exist for this station.
 BC2479
 BC2479.The dynamic height is computed by dividing the NAVD 88
 BC2479.geopotential number by the normal gravity value computed on the
 BC2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2479.degrees latitude (g = 980.6199 gals.).
 BC2479
 BC2479.The modeled gravity was interpolated from observed gravity values.
 BC2479
 BC2479;                    North         East    Units  Estimated Accuracy
 BC2479;SPC FL E     -   674,238.5     129,634.8     MT  (+/- 3 meters HH1 GPS) 
 BC2479
 BC2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP2965865140(NAD 83)
 BC2479
 BC2479                          SUPERSEDED SURVEY CONTROL
 BC2479
 BC2479  NAVD 88 (06/29/06)    1.608  (m)            5.28   (f) SUPERSEDED  2 1
 BC2479  NAVD 88 (??/??/92)    1.619  (m)            5.31   (f) SUPERSEDED  3 0
 BC2479  NGVD 29 (09/01/92)    1.925  (m)            6.32   (f) ADJUSTED    2 1
 BC2479
 BC2479.Superseded values are not recommended for survey control.
 BC2479
 BC2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2479.See file dsdata.pdf to determine how the superseded data were derived.
 BC2479
 BC2479_MARKER: DJ = TIDAL STATION DISK
 BC2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2479_STAMPING: 0213 B 1978
 BC2479_MARK LOGO: NOS
 BC2479_PROJECTION: RECESSED 15 CENTIMETERS
 BC2479_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2479+STABILITY: SURFACE MOTION
 BC2479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2479+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2024
 BC2479
 BC2479  HISTORY     - Date     Condition        Report By
 BC2479  HISTORY     - 1978     MONUMENTED       NOS
 BC2479  HISTORY     - 1985     GOOD             FLDNR
 BC2479  HISTORY     - 20040605 GOOD             FLDEP
 BC2479  HISTORY     - 20240603 GOOD             NOS
 BC2479
 BC2479                          STATION DESCRIPTION
 BC2479
 BC2479'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2479'3.55 MI SW FROM GARDEN CITY.
 BC2479'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD IN
 BC2479'JACKSONVILLE, FLORIDA.  PROCEED 2.0 MILES NORTH ALONG LEM TURNER ROAD
 BC2479'TO TROUT RIVER BOULEVARD.  PROCEED 2.4 MILES WEST ALONG TROUT RIVER
 BC2479'BOULEVARD TO SIBBALD ROAD AND THE LOCATION OF THE MARK.  THE MARK
 BC2479'BEARS 44 FEET SOUTHWEST OF THE INTERSECTION OF TROUT RIVER BOULEVARD
 BC2479'AND SIBBALD ROAD, 196 FEET WEST OF WAYSIDE CHURCH OF GOD, 76 FEET
 BC2479'SOUTH OF A LARGE CEDAR TREE, 26.6 FEET WEST OF THE CENTERLINE OF
 BC2479'SIBBALD ROAD, 37.5 FEET SOUTH OF THE CENTERLINE OF TROUT RIVER
 BC2479'BOULEVARD, AND 1 FOOT EAST OF A WITNESS POST.
 BC2479
 BC2479                          STATION RECOVERY (2004)
 BC2479
 BC2479'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2479'THE MARK WAS FOUND IN GOOD CONDITION.
 BC2479'
 BC2479'THE MARK IS IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 26 EAST.
 BC2479'
 BC2479'LOCATED 4.8 FT EAST-SOUTHEAST OF A 1.0 FT BY 12.0 FT CONCRETE
 BC2479'HEADWALL, RECESSED 0.5 FT BELOW THE  LEVEL OF THE GROUND.
 BC2479
 BC2479                          STATION RECOVERY (2024)
 BC2479
 BC2479'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2024 (RXG)
 BC2479'RECOVERED IN GOOD CONDITION.
 BC2479'
 BC2479'NOTE-THE MARK IS LOCATED 3.55 MI (5.71 KM) SOUTHWEST FROM GARDEN CITY.
 BC2479'THE MARK IS IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 26 EAST.
 BC2479'
 BC2479'LOCATED 4.8 FT (1.5 M) EAST-SOUTHEAST OF A 1.0 FT (0.3 M) BY 12.0 FT
 BC2479'(3.7 M) CONCRETE HEADWALL, APPROXIMATELY 23.3 FT (7.1 M) SOUTHWEST OF
 BC2479'THE CENTERLINE OF SIBBALD ROAD AND APPROXIMATELY 38.6 FT (11.8 M)
 BC2479'SOUTH OF THE CENTERLINE OF TROUT RIVER BOULEVARD, 15.1 FT (4.6 M) EAST
 BC2479'OF A CARSONITE WITNESS POST, 44 FT (13.4 M) SOUTHWEST OF THE
 BC2479'INTERSECTION OF TROUT RIVER BOULEVARD AND SIBBALD ROAD, 196 FT (59.7
 BC2479'M) WEST OF WAYSIDE CHURCH OF GOD, 76 FT (23.2 M) SOUTH OF A LARGE
 BC2479'CEDAR TREE, 26.6 FT (8.1 M) WEST OF THE CENTERLINE OF SIBBALD ROAD,
 BC2479'37.5 FT (11.4 M) SOUTH OF THE CENTERLINE OF TROUT RIVER BOULEVARD AND
 BC2479'1 FT (0.3 M) EAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2480 ***********************************************************************
 BC2480  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2480  DESIGNATION -  872 0213 C TIDAL
 BC2480  PID         -  BC2480
 BC2480  STATE/COUNTY-  FL/DUVAL
 BC2480  COUNTRY     -  US
 BC2480  USGS QUAD   -  TROUT RIVER (2018)
 BC2480
 BC2480                         *CURRENT SURVEY CONTROL
 BC2480  ______________________________________________________________________
 BC2480* NAD 83(1986) POSITION- 30 24 57.61   (N) 081 44 02.77   (W)   HD_HELD1
 BC2480* NAVD 88 ORTHO HEIGHT -     3.396 (meters)       11.14  (feet) ADJUSTED
 BC2480  ______________________________________________________________________
 BC2480  GEOID HEIGHT    -        -28.244 (meters)                     GEOID18
 BC2480  DYNAMIC HEIGHT  -          3.391 (meters)       11.13  (feet) COMP
 BC2480  MODELED GRAVITY -    979,370.2   (mgal)                       NAVD 88
 BC2480
 BC2480  VERT ORDER      -  SECOND    CLASS I
 BC2480
 BC2480.The horizontal coordinates were determined by differentially corrected
 BC2480.hand held GPS observations or other comparable positioning techniques
 BC2480.and have an estimated accuracy of +/- 3 meters.
 BC2480
 BC2480.The orthometric height was determined by differential leveling and
 BC2480.adjusted by the NATIONAL GEODETIC SURVEY
 BC2480.in January 2025.
 BC2480
 BC2480.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2480.GEOID18 height accuracy estimate available here.
 BC2480
 BC2480.This Tidal Bench Mark is designated as VM 5090
 BC2480.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2480
 BC2480.Click photographs - Photos may exist for this station.
 BC2480
 BC2480.The dynamic height is computed by dividing the NAVD 88
 BC2480.geopotential number by the normal gravity value computed on the
 BC2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2480.degrees latitude (g = 980.6199 gals.).
 BC2480
 BC2480.The modeled gravity was interpolated from observed gravity values.
 BC2480
 BC2480;                    North         East    Units  Estimated Accuracy
 BC2480;SPC FL E     -   674,210.0     129,469.6     MT  (+/- 3 meters HH1 GPS) 
 BC2480
 BC2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP2949365111(NAD 83)
 BC2480
 BC2480                          SUPERSEDED SURVEY CONTROL
 BC2480
 BC2480  NAVD 88 (??/??/92)    3.394  (m)           11.14   (f) SUPERSEDED  2 1
 BC2480  NGVD 29 (09/01/92)    3.700  (m)           12.14   (f) ADJUSTED    2 1
 BC2480
 BC2480.Superseded values are not recommended for survey control.
 BC2480
 BC2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2480.See file dsdata.pdf to determine how the superseded data were derived.
 BC2480
 BC2480_MARKER: DJ = TIDAL STATION DISK
 BC2480_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC2480_SP_SET: BRIDGE ABUTMENT
 BC2480_STAMPING: 0213 C 1978
 BC2480_MARK LOGO: NOS
 BC2480_PROJECTION: PROJECTING 67 CENTIMETERS
 BC2480_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2480_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2480+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2024
 BC2480
 BC2480  HISTORY     - Date     Condition        Report By
 BC2480  HISTORY     - 1978     MONUMENTED       NOS
 BC2480  HISTORY     - 1985     GOOD             FLDNR
 BC2480  HISTORY     - 20040605 GOOD             FLDEP
 BC2480  HISTORY     - 20240603 POOR             NOS
 BC2480
 BC2480                          STATION DESCRIPTION
 BC2480
 BC2480'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2480'3.55 MI SW FROM GARDEN CITY.
 BC2480'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD IN
 BC2480'JACKSONVILLE, FLORIDA.  PROCEED 2.0 MILES NORTH ALONG LEM TURNER ROAD
 BC2480'TO TROUT RIVER BOULEVARD.  PROCEED 2.5 MILES WEST ALONG TROUT RIVER
 BC2480'BOULEVARD TO THE EAST END OF A HIGHWAY BRIDGE OVER NINE MILE CREEK TO
 BC2480'THE LOCATION OF THE MARK.  THE MARK IS SET IN A 1-FOOT BY 2-FOOT
 BC2480'CONCRETE POST ON THE BRIDGE AND BEARS 20.4 FEET SOUTH OF THE
 BC2480'CENTERLINE OF TROUT RIVER BOULEVARD, 1.3 FEET SOUTH OF THE RAILING AT
 BC2480'THE SOUTHEAST CORNER OF THE CONCRETE BRIDGE, AND 6 FEET WEST OF A
 BC2480'WITNESS POST.
 BC2480'THE MARK IS 25 FT ABOVE TROUT RIVER BOULEVARD.
 BC2480
 BC2480                          STATION RECOVERY (2004)
 BC2480
 BC2480'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2480'THE MARK WAS FOUND IN GOOD CONDITION.
 BC2480'
 BC2480'THE MARK IS IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 26 EAST.
 BC2480'
 BC2480'LOCATED 2.5 FT ABOVE THE LEVEL OF TROUT RIVER BOULEVARD AND 4.0 FT
 BC2480'WEST OF A CARSONITE WITNESS  POST.
 BC2480
 BC2480                          STATION RECOVERY (2024)
 BC2480
 BC2480'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2024 (RXG)
 BC2480'THE MARK IS LOCATED ABOUT 8.1 MI (13.0 KM) WEST OF EASTPORT, 7.4 MI
 BC2480'(11.9 KM) NORTHWEST OF JACKSONVILLE AND 7.3 MI (11.7 KM)
 BC2480'NORTH-NORTHEAST OF MARIETTA.  THE MARK IS IN SECTION 42, TOWNSHIP 1
 BC2480'SOUTH, RANGE 26 EAST.
 BC2480'
 BC2480'TO REACH FROM THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC2480'IN JACKSONVILLE PROCEED 2.0 MI (3.2 KM) NORTH ALONG LEM TURNER ROAD TO
 BC2480'TROUT RIVER BOULEVARD.  PROCEED 2.5 MI (4.0 KM) WEST ALONG TROUT RIVER
 BC2480'BOULEVARD TO THE EAST END OF A HIGHWAY BRIDGE OVER NINE MILE CREEK TO
 BC2480'THE LOCATION OF THE MARK.  THE MARK IS SET IN A 1-FOOT BY 2-FOOT
 BC2480'CONCRETE POST ON THE BRIDGE.  THE MARK IS 25 FT (7.6 M) ABOVE TROUT
 BC2480'RIVER BOULEVARD.
 BC2480'
 BC2480'LOCATED 2.5 FT (0.8 M) ABOVE THE LEVEL OF TROUT RIVER BOULEVARD,
 BC2480'APPROXIMATELY 22.1 FT (6.7 M) SOUTH OF THE CENTERLINE OF TROUT RIVER
 BC2480'BOULEVARD, 40.5 FT (12.3 M) WEST OF A POWER POLE WITH NUMBER 5760,
 BC2480'30.7 FT (9.4 M) EAST OF THE CENTERLINE OF THE BRIDGE OVER LITTLE TROUT
 BC2480'RIVER AND 4.0 FT (1.2 M) WEST OF A CARSONITE WITNESS POST.
 BC2480'
 BC2480'NOTE-DISK IS DISTURBED AND THE SCRATCHES MAKE THE LETTERING HARD TO
 BC2480'READ.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2478 ***********************************************************************
 BC2478  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2478  DESIGNATION -  872 0213 D TIDAL
 BC2478  PID         -  BC2478
 BC2478  STATE/COUNTY-  FL/DUVAL
 BC2478  COUNTRY     -  US
 BC2478  USGS QUAD   -  TROUT RIVER (2018)
 BC2478
 BC2478                         *CURRENT SURVEY CONTROL
 BC2478  ______________________________________________________________________
 BC2478* NAD 83(1986) POSITION- 30 24 43.93   (N) 081 43 54.57   (W)   HD_HELD1
 BC2478* NAVD 88 ORTHO HEIGHT -     2.681 (meters)        8.80  (feet) ADJUSTED
 BC2478  ______________________________________________________________________
 BC2478  GEOID HEIGHT    -        -28.243 (meters)                     GEOID18
 BC2478  DYNAMIC HEIGHT  -          2.677 (meters)        8.78  (feet) COMP
 BC2478  MODELED GRAVITY -    979,370.1   (mgal)                       NAVD 88
 BC2478
 BC2478  VERT ORDER      -  SECOND    CLASS I
 BC2478
 BC2478.The horizontal coordinates were determined by differentially corrected
 BC2478.hand held GPS observations or other comparable positioning techniques
 BC2478.and have an estimated accuracy of +/- 3 meters.
 BC2478
 BC2478.The orthometric height was determined by differential leveling and
 BC2478.adjusted by the NATIONAL GEODETIC SURVEY
 BC2478.in January 2025.
 BC2478
 BC2478.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2478.GEOID18 height accuracy estimate available here.
 BC2478
 BC2478.This Tidal Bench Mark is designated as VM 5091
 BC2478.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2478
 BC2478.Click photographs - Photos may exist for this station.
 BC2478
 BC2478.The dynamic height is computed by dividing the NAVD 88
 BC2478.geopotential number by the normal gravity value computed on the
 BC2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2478.degrees latitude (g = 980.6199 gals.).
 BC2478
 BC2478.The modeled gravity was interpolated from observed gravity values.
 BC2478
 BC2478;                    North         East    Units  Estimated Accuracy
 BC2478;SPC FL E     -   673,787.4     129,685.8     MT  (+/- 3 meters HH1 GPS) 
 BC2478
 BC2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP2970964689(NAD 83)
 BC2478
 BC2478                          SUPERSEDED SURVEY CONTROL
 BC2478
 BC2478  NAVD 88 (06/29/06)    2.680  (m)            8.79   (f) SUPERSEDED  2 1
 BC2478  NAVD 88 (??/??/92)    2.676  (m)            8.78   (f) SUPERSEDED  3 0
 BC2478  NGVD 29 (09/01/92)    2.982  (m)            9.78   (f) ADJUSTED    2 1
 BC2478
 BC2478.Superseded values are not recommended for survey control.
 BC2478
 BC2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2478.See file dsdata.pdf to determine how the superseded data were derived.
 BC2478
 BC2478_MARKER: DJ = TIDAL STATION DISK
 BC2478_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC2478_SP_SET: CAP
 BC2478_STAMPING: 0213 D 1978
 BC2478_MARK LOGO: NOS
 BC2478_PROJECTION: FLUSH
 BC2478_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC2478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2478+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2024
 BC2478
 BC2478  HISTORY     - Date     Condition        Report By
 BC2478  HISTORY     - 1978     MONUMENTED       NOS
 BC2478  HISTORY     - 1985     GOOD             FLDNR
 BC2478  HISTORY     - 20040605 GOOD             FLDEP
 BC2478  HISTORY     - 20240603 GOOD             FLDEP
 BC2478
 BC2478                          STATION DESCRIPTION
 BC2478
 BC2478'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2478'3.55 MI SW FROM GARDEN CITY.
 BC2478'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD IN
 BC2478'JACKSONVILLE, FLORIDA.  PROCEED 2.0 MILES NORTH ALONG LEM TURNER ROAD
 BC2478'TO TROUT RIVER BOULEVARD.  PROCEED 2.4 MILES WEST ALONG TROUT RIVER
 BC2478'BOULEVARD TO SIBBALD ROAD.  PROCEED 0.25 MILE SOUTH ALONG SIBBALD
 BC2478'ROAD TO THE LOCATION OF THE MARK.  THE MARK BEARS 40 FEET EAST OF THE
 BC2478'CENTERLINE OF THE SOUTHBOUND LANE OF SIBBALD ROAD, 20 FEET WEST OF
 BC2478'THE CENTERLINE OF THE NORTHBOUND LANE OF SIBBALD ROAD, 96 FEET NORTH
 BC2478'OF THE INTERSECTION OF SIBBALD ROAD AND GILCHRIST ROAD, AND 2.5 FEET
 BC2478'SOUTH OF A WITNESS POST.
 BC2478'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF ROAD.
 BC2478
 BC2478                          STATION RECOVERY (2004)
 BC2478
 BC2478'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2478'THE MARK WAS FOUND IN GOOD CONDITION.
 BC2478'THE MARK IS IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 26 EAST.
 BC2478'LOCATED 20.8 FT WEST OF THE CENTERLINE OF A PAVED SERVICE ROAD THAT IS
 BC2478'PARALLEL WITH AND EAST OF SIBBALD ROAD, IN FRONT OF THE RESIDENCE AT
 BC2478'9651 SIBBALD ROAD.
 BC2478
 BC2478                          STATION RECOVERY (2024)
 BC2478
 BC2478'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (MAH)
 BC2478'RECOVERED IN GOOD CONDITION.
 BC2478'
 BC2478'NOTE-THE MARK IS LOCATED 3.55 MI (5.71 KM) SOUTHWEST FROM GARDEN CITY.
 BC2478'THE MARK IS IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 26 EAST.
 BC2478'
 BC2478'TO REACH THE MARK FROM THE INTERSECTION OF EDGEWOOD AVENUE AND LEM
 BC2478'TURNER ROAD IN JACKSONVILLE, FLORIDA.  PROCEED 2.0 MI (3.2 KM) NORTH
 BC2478'ALONG LEM TURNER ROAD TO TROUT RIVER BOULEVARD.  PROCEED 2.4 MI (3.9
 BC2478'KM) WEST ALONG TROUT RIVER BOULEVARD TO SIBBALD ROAD.  PROCEED 0.25 MI
 BC2478'(0.40 KM) SOUTH, ALONG SIBBALD ROAD, TO THE LOCATION OF THE MARK ON
 BC2478'THE RIGHT.
 BC2478'
 BC2478'LOCATED 37.8 FT (11.5 M) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANE
 BC2478'OF SIBBALD ROAD, 20.7 FT (6.3 M) WEST OF THE CENTERLINE OF THE PAVED
 BC2478'SIBBALD ACCESS ROAD, 96 FT (29.3 M) NORTH OF THE INTERSECTION OF
 BC2478'SIBBALD ROAD AND GILCHRIST ROAD AND 4.8 FT (1.5 M) SOUTH OF A
 BC2478'CARSONITE WITNESS POST.  THE MARK IS ABOVE LEVEL WITH CENTERLINE OF
 BC2478'ROAD.  IN FRONT OF THE RESIDENCE AT 9651 SIBBALD ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2477 ***********************************************************************
 BC2477  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2477  DESIGNATION -  872 0213 E TIDAL
 BC2477  PID         -  BC2477
 BC2477  STATE/COUNTY-  FL/DUVAL
 BC2477  COUNTRY     -  US
 BC2477  USGS QUAD   -  TROUT RIVER (2018)
 BC2477
 BC2477                         *CURRENT SURVEY CONTROL
 BC2477  ______________________________________________________________________
 BC2477* NAD 83(1986) POSITION- 30 24 23.     (N) 081 44 40.     (W)   SCALED
 BC2477* NAVD 88 ORTHO HEIGHT -     6.153 (meters)       20.19  (feet) POSTED
 BC2477  ______________________________________________________________________
 BC2477  GEOID HEIGHT    -        -28.236 (meters)                     GEOID18
 BC2477  DYNAMIC HEIGHT  -          6.15  (meters)       20.2   (feet) COMP
 BC2477  MODELED GRAVITY -    979,369.0   (mgal)                       NAVD 88
 BC2477
 BC2477  VERT ORDER      -  * POSTED, SEE BELOW
 BC2477
 BC2477.The horizontal coordinates were scaled from a map and have
 BC2477.an estimated accuracy of +/- 6 seconds.
 BC2477
 BC2477.The orthometric height was determined by differential leveling
 BC2477.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BC2477
 BC2477.* This is a POSTED BENCH MARK height.
 BC2477
 BC2477.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2477.GEOID18 height accuracy estimate available here.
 BC2477
 BC2477.This Tidal Bench Mark is designated as VM 5092
 BC2477.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2477
 BC2477.Click photographs - Photos may exist for this station.
 BC2477
 BC2477.The dynamic height is computed by dividing the NAVD 88
 BC2477.geopotential number by the normal gravity value computed on the
 BC2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2477.degrees latitude (g = 980.6199 gals.).
 BC2477
 BC2477.The modeled gravity was interpolated from observed gravity values.
 BC2477
 BC2477;                    North         East    Units  Estimated Accuracy
 BC2477;SPC FL E     -   673,150.      128,470.      MT  (+/- 180 meters Scaled)
 BC2477
 BC2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP284640(NAD 83)
 BC2477
 BC2477                          SUPERSEDED SURVEY CONTROL
 BC2477
 BC2477  NGVD 29 (09/01/92)    6.460  (m)           21.19   (f) ADJUSTED    2 1
 BC2477
 BC2477.Superseded values are not recommended for survey control.
 BC2477
 BC2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2477.See file dsdata.pdf to determine how the superseded data were derived.
 BC2477
 BC2477_MARKER: DJ = TIDAL STATION DISK
 BC2477_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC2477_SP_SET: HEADWALL
 BC2477_STAMPING: 0213 E 1978
 BC2477_MARK LOGO: NOS
 BC2477_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2477+STABILITY: SURFACE MOTION
 BC2477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2477+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2004
 BC2477
 BC2477  HISTORY     - Date     Condition        Report By
 BC2477  HISTORY     - 1978     MONUMENTED       NOS
 BC2477  HISTORY     - 1985     GOOD             FLDNR
 BC2477  HISTORY     - 20040605 GOOD             FLDEP
 BC2477
 BC2477                          STATION DESCRIPTION
 BC2477
 BC2477'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2477'4.5 MI SW FROM GARDEN CITY.
 BC2477'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD IN
 BC2477'JACKSONVILLE, FLORIDA.  PROCEED 2.0 MILES NORTH ALONG LEM TURNER ROAD
 BC2477'TO TROUT RIVER BOULEVARD.  PROCEED 2.4 MILES WEST ALONG TROUT RIVER
 BC2477'BOULEVARD TO SIBBALD ROAD.  PROCEED 0.25 MILE SOUTH ALONG SIBBALD
 BC2477'ROAD TO GILCHRIST ROAD.  PROCEED 0.88 MILE WEST ALONG GILCHRIST ROAD
 BC2477'TO NEW KINGS ROAD (U.S. HIGHWAY 1), GO 0.4 MILE SOUTH ON U.S. 1 TO
 BC2477'THE THONI GAS STATION AND THE LOCATION OF THE MARK.  THE MARK BEARS
 BC2477'61 FEET WEST OF THE MEDIAN OF NEW KINGS ROAD, 58 FEET NORTHWEST OF
 BC2477'THE CENTERLINE OF NORTHWEST DRIVE OF THONIS SERVICE STATION, 30 FEET
 BC2477'NORTHEAST OF A CHAIN LINK FENCE, AND 3 FEET SOUTH OF A WITNESS POST.
 BC2477'THE MARK IS ABOVE LEVEL WITH ROAD.
 BC2477
 BC2477                          STATION RECOVERY (2004)
 BC2477
 BC2477'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2477'THE MARK WAS FOUND IN GOOD CONDITION.
 BC2477'
 BC2477'THE MARK IS IN SECTION 19, TOWNSHIP 1 SOUTH, RANGE 26 EAST.
 BC2477'
 BC2477'THE THONI GAS STATION IS NOW THE WHITE AND SON SERVICE STATION AT 8232
 BC2477'NEW KINGS ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH9127 ***********************************************************************
 DH9127  TIDAL BM    -  This is a Tidal Bench Mark.
 DH9127  DESIGNATION -  872 0213 F TIDAL
 DH9127  PID         -  DH9127
 DH9127  STATE/COUNTY-  FL/DUVAL
 DH9127  COUNTRY     -  US
 DH9127  USGS QUAD   -  TROUT RIVER (2018)
 DH9127
 DH9127                         *CURRENT SURVEY CONTROL
 DH9127  ______________________________________________________________________
 DH9127* NAD 83(1986) POSITION- 30 24 58.     (N) 081 44 13.     (W)   SCALED
 DH9127* NAVD 88 ORTHO HEIGHT -     4.208 (meters)       13.81  (feet) POSTED
 DH9127  ______________________________________________________________________
 DH9127  GEOID HEIGHT    -        -28.243 (meters)                     GEOID18
 DH9127  DYNAMIC HEIGHT  -          4.20  (meters)       13.8   (feet) COMP
 DH9127  MODELED GRAVITY -    979,370.0   (mgal)                       NAVD 88
 DH9127
 DH9127  VERT ORDER      -  * POSTED, SEE BELOW
 DH9127
 DH9127.The horizontal coordinates were scaled from a map and have
 DH9127.an estimated accuracy of +/- 6 seconds.
 DH9127
 DH9127.The orthometric height was determined by differential leveling
 DH9127.and adjusted by the NATIONAL GEODETIC SURVEY in June 2006.
 DH9127
 DH9127.* This is a POSTED BENCH MARK height.
 DH9127
 DH9127.No vertical observational check was made to the station.
 DH9127
 DH9127.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9127.GEOID18 height accuracy estimate available here.
 DH9127
 DH9127.This Tidal Bench Mark is designated as VM 19271
 DH9127.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DH9127
 DH9127.Click photographs - Photos may exist for this station.
 DH9127
 DH9127.The dynamic height is computed by dividing the NAVD 88
 DH9127.geopotential number by the normal gravity value computed on the
 DH9127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9127.degrees latitude (g = 980.6199 gals.).
 DH9127
 DH9127.The modeled gravity was interpolated from observed gravity values.
 DH9127
 DH9127;                    North         East    Units  Estimated Accuracy
 DH9127;SPC FL E     -   674,220.      129,200.      MT  (+/- 180 meters Scaled)
 DH9127
 DH9127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP292651(NAD 83)
 DH9127
 DH9127                          SUPERSEDED SURVEY CONTROL
 DH9127
 DH9127.No superseded survey control is available for this station.
 DH9127
 DH9127_MARKER: F = FLANGE-ENCASED ROD
 DH9127_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH9127_STAMPING: 0213 F 2004
 DH9127_MARK LOGO: NGS
 DH9127_PROJECTION: FLUSH
 DH9127_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9127+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2004
 DH9127_ROD/PIPE-DEPTH: 15.8 meters
 DH9127
 DH9127  HISTORY     - Date     Condition        Report By
 DH9127  HISTORY     - 20040121 MONUMENTED       FLDEP
 DH9127
 DH9127                          STATION DESCRIPTION
 DH9127
 DH9127'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9127'THE MARK IS IN JACKSONVILLE, IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 26
 DH9127'EAST.
 DH9127'
 DH9127'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 1 AND 23 AND
 DH9127'TROUT RIVER BOULEVARD ON  THEN RTHWEST SIDE OF JACKSONVILLE, GO EAST
 DH9127'ON TROUT RIVER BOULEVARD FOR 0.75 MI TO THE MARK ON  THE RIGHT, A
 DH9127'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 52.0 FT WITH A
 DH9127'5-INCH NGS LOGO CAP  FLUSH WITH THE GROUND, THE DATUM POINT IS
 DH9127'RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DH9127'
 DH9127'LOCATED 417.0 FT WEST OF THE CENTERLINE OF WAGNER ROAD, 179.3 FT
 DH9127'WEST-SOUTHWEST OF A WOODEN  POWER POLE NO. 5900-095028, 47.0 FT SOUTH
 DH9127'OF THE CENTERLINE OF TROUT RIVER BOULEVARD, 2.0 FT NORTH  OF A 6.0 FT
 DH9127'HIGH METAL FENCE AND 1.5 FT NORTHWEST OF A CARSONITE WITNESS POST.
 DH9127'
 DH9127'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE 5-INCH NGS LOGO CAP.
 DH9127'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH9126 ***********************************************************************
 DH9126  TIDAL BM    -  This is a Tidal Bench Mark.
 DH9126  DESIGNATION -  872 0213 G TIDAL
 DH9126  PID         -  DH9126
 DH9126  STATE/COUNTY-  FL/DUVAL
 DH9126  COUNTRY     -  US
 DH9126  USGS QUAD   -  TROUT RIVER (2018)
 DH9126
 DH9126                         *CURRENT SURVEY CONTROL
 DH9126  ______________________________________________________________________
 DH9126* NAD 83(1986) POSITION- 30 24 52.61   (N) 081 43 56.17   (W)   HD_HELD1
 DH9126* NAVD 88 ORTHO HEIGHT -     2.483 (meters)        8.15  (feet) ADJUSTED
 DH9126  ______________________________________________________________________
 DH9126  GEOID HEIGHT    -        -28.244 (meters)                     GEOID18
 DH9126  DYNAMIC HEIGHT  -          2.480 (meters)        8.14  (feet) COMP
 DH9126  MODELED GRAVITY -    979,370.2   (mgal)                       NAVD 88
 DH9126
 DH9126  VERT ORDER      -  SECOND    CLASS I
 DH9126
 DH9126.The horizontal coordinates were determined by differentially corrected
 DH9126.hand held GPS observations or other comparable positioning techniques
 DH9126.and have an estimated accuracy of +/- 3 meters.
 DH9126
 DH9126.The orthometric height was determined by differential leveling and
 DH9126.adjusted by the NATIONAL GEODETIC SURVEY
 DH9126.in January 2025.
 DH9126
 DH9126.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9126.GEOID18 height accuracy estimate available here.
 DH9126
 DH9126.This Tidal Bench Mark is designated as VM 19272
 DH9126.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DH9126
 DH9126.Click photographs - Photos may exist for this station.
 DH9126
 DH9126.The dynamic height is computed by dividing the NAVD 88
 DH9126.geopotential number by the normal gravity value computed on the
 DH9126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9126.degrees latitude (g = 980.6199 gals.).
 DH9126
 DH9126.The modeled gravity was interpolated from observed gravity values.
 DH9126
 DH9126;                    North         East    Units  Estimated Accuracy
 DH9126;SPC FL E     -   674,054.9     129,644.8     MT  (+/- 3 meters HH1 GPS) 
 DH9126
 DH9126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP2966864956(NAD 83)
 DH9126
 DH9126                          SUPERSEDED SURVEY CONTROL
 DH9126
 DH9126  NAVD 88 (06/29/06)    2.496  (m)            8.19   (f) SUPERSEDED  2 1
 DH9126
 DH9126.Superseded values are not recommended for survey control.
 DH9126
 DH9126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH9126.See file dsdata.pdf to determine how the superseded data were derived.
 DH9126
 DH9126_MARKER: DD = SURVEY DISK
 DH9126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9126_STAMPING: 0213 G 2004
 DH9126_MARK LOGO: FLDEP
 DH9126_PROJECTION: RECESSED 6 CENTIMETERS
 DH9126_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9126+STABILITY: SURFACE MOTION
 DH9126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9126+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2024
 DH9126
 DH9126  HISTORY     - Date     Condition        Report By
 DH9126  HISTORY     - 20040121 MONUMENTED       FLDEP
 DH9126  HISTORY     - 20240603 GOOD             FLDEP
 DH9126
 DH9126                          STATION DESCRIPTION
 DH9126
 DH9126'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9126'THE MARK IS IN JACKSONVILLE, IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 26
 DH9126'EAST.
 DH9126'
 DH9126'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 1 AND 23 AND
 DH9126'TROUT RIVER BOULEVARD ON  THE NORHWEST SIDE OF JACKSONVILLE, GO EAST
 DH9126'ON TROUT RIVER BOULEVARD FOR 1.0 MI TO THE  INTERSECTION OF SIBBALD
 DH9126'ROAD, TURN RIGHT ON SIBBALD ROAD AND GO SOUTH FOR 500.0 FT TO THE MARK
 DH9126'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 DH9126'THE GROUND.
 DH9126'
 DH9126'LOCATED 47.0 FT NORTH OF THE WESTERLY PROJECTION OF THE CENTERLINE OF
 DH9126'FOXBORO ROAD, 33.0 FT  WEST OF THE CENTERLINE OF SIBBALD ROAD, 7.0 FT
 DH9126'NORTH OF A WOODEN POWER LINE ANCHOR POLE NO.  9760-045503, 2.0 FT EAST
 DH9126'OF A 4.0 FT HIGH CHAINLINK FENCE AND 1.0 FT EAST OF A CARSONITE
 DH9126'WITNESS POST.
 DH9126'
 DH9126'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DH9126
 DH9126                          STATION RECOVERY (2024)
 DH9126
 DH9126'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (RXG)
 DH9126'RECOVERED IN GOOD CONDITION.
 DH9126'
 DH9126'NOTE-THE MARK IS LOCATED 7.5 MI (12.1 KM) NORTHWEST OF JACKSONVILLE,
 DH9126'IN SECTION 42, TOWNSHIP 1 SOUTH, RANGE 26 EAST.
 DH9126'
 DH9126'TO REACH THE MARK FROM THE INTERSECTION OF U. S. HIGHWAY 1 AND 23 AND
 DH9126'TROUT RIVER BOULEVARD ON THE NORHWEST SIDE OF JACKSONVILLE, GO EAST ON
 DH9126'TROUT RIVER BOULEVARD FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF
 DH9126'SIBBALD ROAD.  TURN RIGHT ON SIBBALD ROAD AND GO SOUTH FOR 500.0 FT
 DH9126'(152.4 M) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE
 DH9126'MONUMENT FLUSH WITH THE GROUND.
 DH9126'
 DH9126'LOCATED 47.0 FT (14.3 M) NORTH OF THE WESTERLY PROJECTION OF THE
 DH9126'CENTERLINE OF FOXBORO ROAD, 32.2 FT (9.8 M) WEST OF THE CENTERLINE OF
 DH9126'SIBBALD ROAD, 16.8 FT (5.1 M) NORTH OF A WOODEN POWER LINE ANCHOR POLE
 DH9126'NO. 9760-045503, 2.0 FT (0.6 M) EAST OF A 4.0 FT (1.2 M) HIGH CHAIN
 DH9126'LINK FENCE AND LOCATED 0.8 FT (24 CM) EAST OF A CARSONITE WITNESS
 DH9126'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS1917 ***********************************************************************
 DS1917  DESIGNATION -  872 0213 H
 DS1917  PID         -  DS1917
 DS1917  STATE/COUNTY-  FL/DUVAL
 DS1917  COUNTRY     -  US
 DS1917  USGS QUAD   -  TROUT RIVER (2018)
 DS1917
 DS1917                         *CURRENT SURVEY CONTROL
 DS1917  ______________________________________________________________________
 DS1917* NAD 83(1986) POSITION- 30 25 00.83   (N) 081 43 19.37   (W)   HD_HELD1
 DS1917* NAVD 88 ORTHO HEIGHT -     2.458 (meters)        8.06  (feet) ADJUSTED
 DS1917  ______________________________________________________________________
 DS1917  GEOID HEIGHT    -        -28.248 (meters)                     GEOID18
 DS1917  DYNAMIC HEIGHT  -          2.455 (meters)        8.05  (feet) COMP
 DS1917  MODELED GRAVITY -    979,370.9   (mgal)                       NAVD 88
 DS1917
 DS1917  VERT ORDER      -  SECOND    CLASS I
 DS1917
 DS1917.The horizontal coordinates were determined by differentially corrected
 DS1917.hand held GPS observations or other comparable positioning techniques
 DS1917.and have an estimated accuracy of +/- 3 meters.
 DS1917
 DS1917.The orthometric height was determined by differential leveling and
 DS1917.adjusted by the NATIONAL GEODETIC SURVEY
 DS1917.in January 2025.
 DS1917
 DS1917.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1917.GEOID18 height accuracy estimate available here.
 DS1917
 DS1917.Click photographs - Photos may exist for this station.
 DS1917
 DS1917.The dynamic height is computed by dividing the NAVD 88
 DS1917.geopotential number by the normal gravity value computed on the
 DS1917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1917.degrees latitude (g = 980.6199 gals.).
 DS1917
 DS1917.The modeled gravity was interpolated from observed gravity values.
 DS1917
 DS1917;                    North         East    Units  Estimated Accuracy
 DS1917;SPC FL E     -   674,301.7     130,628.6     MT  (+/- 3 meters HH1 GPS) 
 DS1917
 DS1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3065265203(NAD 83)
 DS1917
 DS1917                          SUPERSEDED SURVEY CONTROL
 DS1917
 DS1917.No superseded survey control is available for this station.
 DS1917
 DS1917_MARKER: F = FLANGE-ENCASED ROD
 DS1917_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1917_STAMPING: 0213 H 2024
 DS1917_MARK LOGO: FLDEP
 DS1917_PROJECTION: RECESSED 12 CENTIMETERS
 DS1917_MAGNETIC: I = MARKER IS A STEEL ROD
 DS1917_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1917+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2024
 DS1917_ROD/PIPE-DEPTH: 15.4 meters
 DS1917
 DS1917  HISTORY     - Date     Condition        Report By
 DS1917  HISTORY     - 20240522 MONUMENTED       FLDEP
 DS1917
 DS1917                          STATION DESCRIPTION
 DS1917
 DS1917'DESCRIBED BY FL DEPT OF ENV PRO 2024 (MAH)
 DS1917'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTH-NORTHEAST OF MARIETTA, 7.3 MI
 DS1917'(11.7 KM) WEST OF EASTPORT AND 7.1 MI (11.4 KM) NORTHWEST OF
 DS1917'JACKSONVILLE.  IN SECTION 39, TOWNSHIP 1 SOUTH, RANGE 26 EAST.
 DS1917'
 DS1917'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 115 (LEM TURNER
 DS1917'BOULEVARD) AND TROUT RIVER BOULEVARD IN JACKSONVILLE, GO WEST ON TROUT
 DS1917'RIVER BOULEVARD FOR 1.6 MI (2.6 KM) TO U.S. MAIL ADDRESS 4816 TROUT
 DS1917'RIVER BOULEVARD ON THE LEFT AND THE MARK ON THE LEFT.  A STAINLESS
 DS1917'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 50.6 FT (15.4 M), RECESSED
 DS1917'0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW
 DS1917'THE LEVEL WITH TROUT RIVER BOULEVARD, THE DATUM POINT IS RECESSED 0.4
 DS1917'FT (12 CM) BELOW THE LEVEL OF THE FLDEP LOGO CAP.
 DS1917'
 DS1917'LOCATED 87.0 FT (26.5 M) EAST OF THE APPROXIMATE CENTERLINE OF A
 DS1917'GRAVEL DRIVEWAY TO U.S. MAIL ADDRESSES 4816, 4820, 4822 AND 4824, 30.8
 DS1917'FT (9.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF TROUT RIVER
 DS1917'BOULEVARD, 61.4 FT (18.7 M) WEST OF THE CENTERLINE OF THE DRIVEWAY FOR
 DS1917'4816 TROUT RIVER BOULEVARD AND 9.3 FT (2.8 M) WEST OF WOODEN POWER
 DS1917'POLE NUMBER 4810 WITH AN ADJACENT CARSONITE WITNESS POST.
 DS1917'
 DS1917'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DS1917'LOGO CAP.
 DS1917'
 DS1917'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS1916 ***********************************************************************
 DS1916  DESIGNATION -  872 0213 J
 DS1916  PID         -  DS1916
 DS1916  STATE/COUNTY-  FL/DUVAL
 DS1916  COUNTRY     -  US
 DS1916  USGS QUAD   -  TROUT RIVER (2018)
 DS1916
 DS1916                         *CURRENT SURVEY CONTROL
 DS1916  ______________________________________________________________________
 DS1916* NAD 83(1986) POSITION- 30 25 04.35   (N) 081 43 43.16   (W)   HD_HELD1
 DS1916* NAVD 88 ORTHO HEIGHT -     3.124 (meters)       10.25  (feet) ADJUSTED
 DS1916  ______________________________________________________________________
 DS1916  GEOID HEIGHT    -        -28.246 (meters)                     GEOID18
 DS1916  DYNAMIC HEIGHT  -          3.120 (meters)       10.24  (feet) COMP
 DS1916  MODELED GRAVITY -    979,370.6   (mgal)                       NAVD 88
 DS1916
 DS1916  VERT ORDER      -  SECOND    CLASS I
 DS1916
 DS1916.The horizontal coordinates were determined by differentially corrected
 DS1916.hand held GPS observations or other comparable positioning techniques
 DS1916.and have an estimated accuracy of +/- 3 meters.
 DS1916
 DS1916.The orthometric height was determined by differential leveling and
 DS1916.adjusted by the NATIONAL GEODETIC SURVEY
 DS1916.in January 2025.
 DS1916
 DS1916.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1916.GEOID18 height accuracy estimate available here.
 DS1916
 DS1916.Click photographs - Photos may exist for this station.
 DS1916
 DS1916.The dynamic height is computed by dividing the NAVD 88
 DS1916.geopotential number by the normal gravity value computed on the
 DS1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1916.degrees latitude (g = 980.6199 gals.).
 DS1916
 DS1916.The modeled gravity was interpolated from observed gravity values.
 DS1916
 DS1916;                    North         East    Units  Estimated Accuracy
 DS1916;SPC FL E     -   674,414.2     129,994.3     MT  (+/- 3 meters HH1 GPS) 
 DS1916
 DS1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3001865316(NAD 83)
 DS1916
 DS1916                          SUPERSEDED SURVEY CONTROL
 DS1916
 DS1916.No superseded survey control is available for this station.
 DS1916
 DS1916_MARKER: F = FLANGE-ENCASED ROD
 DS1916_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1916_STAMPING: 0213 J 2024
 DS1916_MARK LOGO: FLDEP
 DS1916_PROJECTION: RECESSED 12 CENTIMETERS
 DS1916_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS1916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1916+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2024
 DS1916_ROD/PIPE-DEPTH: 15.6 meters
 DS1916
 DS1916  HISTORY     - Date     Condition        Report By
 DS1916  HISTORY     - 20240522 MONUMENTED       FLDEP
 DS1916
 DS1916                          STATION DESCRIPTION
 DS1916
 DS1916'DESCRIBED BY FL DEPT OF ENV PRO 2024 (MAH)
 DS1916'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTH-NORTHEAST OF MARIETTA, 7.3 MI
 DS1916'(11.7 KM) WEST OF EASTPORT AND 7.1 MI (11.4 KM) NORTHWEST OF
 DS1916'JACKSONVILLE.  IN SECTION 39, TOWNSHIP 1 SOUTH, RANGE 26 EAST.
 DS1916'
 DS1916'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 115 (LEM TURNER
 DS1916'BOULEVARD) AND TROUT RIVER BOULEVARD IN JACKSONVILLE, GO WEST ON TROUT
 DS1916'RIVER BOULEVARD FOR 2.0 MI (3.2 KM) TO U.S. MAIL ADDRESS 5334 TROUT
 DS1916'RIVER BOULEVARD ON THE LEFT AND THE MARK ON THE LEFT.  A STAINLESS
 DS1916'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 51.2 FT (15.6 M), RECESSED
 DS1916'0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW
 DS1916'THE LEVEL WITH TROUT RIVER BOULEVARD, THE DATUM POINT IS RECESSED 0.4
 DS1916'FT (12 CM) BELOW THE LEVEL OF THE FLDEP LOGO CAP.
 DS1916'
 DS1916'LOCATED 57.0 FT (17.4 M) EAST OF WOODEN POWER POLE NUMBER 5400, 47.6
 DS1916'FT (14.5 M) WEST OF WOODEN POWER POLE NUMBER 5352 65 T, 38.5 FT (11.7
 DS1916'M) WEST OF THE EAST SIDE OF A CIRCULAR DRIVEWAY TO U.S. MAIL ADDRESS
 DS1916'5354 TROUT RIVER BOULEVARD AND 21.3 FT (6.5 M) SOUTH OF THE
 DS1916'APPROXIMATE CENTERLINE OF TROUT RIVER BOULEVARD.
 DS1916'
 DS1916'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DS1916'LOGO CAP.
 DS1916'
 DS1916'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9220 ***********************************************************************
 DI9220  TIDAL BM    -  This is a Tidal Bench Mark.
 DI9220  DESIGNATION -  872 0214 A
 DI9220  PID         -  DI9220
 DI9220  STATE/COUNTY-  FL/DUVAL
 DI9220  COUNTRY     -  US
 DI9220  USGS QUAD   -  MAYPORT (2018)
 DI9220
 DI9220                         *CURRENT SURVEY CONTROL
 DI9220  ______________________________________________________________________
 DI9220* NAD 83(2011) POSITION- 30 23 42.44316(N) 081 23 39.68488(W)   ADJUSTED
 DI9220* NAD 83(2011) ELLIP HT-   -26.754 (meters)        (06/27/12)   ADJUSTED
 DI9220* NAD 83(2011) EPOCH   -  2010.00
 DI9220* NAVD 88 ORTHO HEIGHT -     1.837 (meters)        6.03  (feet) ADJUSTED
 DI9220  ______________________________________________________________________
 DI9220  GEOID HEIGHT    -        -28.590 (meters)                     GEOID18
 DI9220  NAD 83(2011) X  -    823,908.029 (meters)                     COMP
 DI9220  NAD 83(2011) Y  - -5,444,211.338 (meters)                     COMP
 DI9220  NAD 83(2011) Z  -  3,208,217.749 (meters)                     COMP
 DI9220  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 DI9220  DYNAMIC HEIGHT  -          1.834 (meters)        6.02  (feet) COMP
 DI9220  MODELED GRAVITY -    979,364.9   (mgal)                       NAVD 88
 DI9220
 DI9220  VERT ORDER      -  FIRST     CLASS II
 DI9220
 DI9220  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI9220  Standards:
 DI9220         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI9220            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI9220  -------------------------------------------------------------------
 DI9220  NETWORK    0.39   0.88           0.15   0.17   0.45     -0.01175685
 DI9220  -------------------------------------------------------------------
 DI9220  Click here for local accuracies and other accuracy information.
 DI9220
 DI9220.The horizontal coordinates were established by GPS observations
 DI9220.and adjusted by the National Geodetic Survey in June 2012.
 DI9220
 DI9220.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI9220.been affixed to the stable North American tectonic plate. See 
 DI9220.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI9220
 DI9220.The horizontal coordinates are valid at the epoch date displayed above
 DI9220.which is a decimal equivalence of Year/Month/Day.
 DI9220
 DI9220.The orthometric height was determined by differential leveling and
 DI9220.adjusted by the NATIONAL GEODETIC SURVEY
 DI9220.in January 2010.
 DI9220
 DI9220.No vertical observational check was made to the station.
 DI9220
 DI9220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9220.GEOID18 height accuracy estimate available here.
 DI9220
 DI9220.This Tidal Bench Mark is designated as VM 13506
 DI9220.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI9220
 DI9220.Click photographs - Photos may exist for this station.
 DI9220
 DI9220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI9220
 DI9220.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI9220
 DI9220.The ellipsoidal height was determined by GPS observations
 DI9220.and is referenced to NAD 83.
 DI9220
 DI9220.The dynamic height is computed by dividing the NAVD 88
 DI9220.geopotential number by the normal gravity value computed on the
 DI9220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9220.degrees latitude (g = 980.6199 gals.).
 DI9220
 DI9220.The modeled gravity was interpolated from observed gravity values.
 DI9220
 DI9220. The following values were computed from the NAD 83(2011) position.
 DI9220
 DI9220;                    North         East     Units Scale Factor Converg.
 DI9220;SPC FL E     -   671,732.687   162,103.689   MT  0.99995889   -0 11 58.3
 DI9220;SPC FL E     - 2,203,842.99    531,835.19   sFT  0.99995889   -0 11 58.3
 DI9220;UTM  17      - 3,362,635.476   462,116.620   MT  0.99961770   -0 11 58.3
 DI9220
 DI9220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI9220!SPC FL E     -   1.00000420  x   0.99995889  =   0.99996309
 DI9220!UTM  17      -   1.00000420  x   0.99961770  =   0.99962190
 DI9220
 DI9220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6211662635(NAD 83)
 DI9220
 DI9220                          SUPERSEDED SURVEY CONTROL
 DI9220
 DI9220  NAD 83(2007)-  30 23 42.44350(N)    081 23 39.68579(W) AD(2002.00) B
 DI9220  ELLIP H (06/10/09)  -26.801  (m)                       GP(2002.00) 3 2
 DI9220  NAD 83(1999)-  30 23 42.44341(N)    081 23 39.68583(W) AD(       ) B
 DI9220  ELLIP H (06/27/07)  -26.728  (m)                       GP(       ) 3 2
 DI9220  NAVD 88 (06/27/07)    1.85   (m)  GEOID03  model used  GPS OBS        
 DI9220
 DI9220.Superseded values are not recommended for survey control.
 DI9220
 DI9220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI9220.See file dsdata.pdf to determine how the superseded data were derived.
 DI9220
 DI9220_MARKER: F = FLANGE-ENCASED ROD
 DI9220_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI9220_STAMPING: 0214 A 1995
 DI9220_MARK LOGO: NOS
 DI9220_PROJECTION: FLUSH
 DI9220_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI9220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI9220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9220+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DI9220_ROD/PIPE-DEPTH: 12.1 meters
 DI9220
 DI9220  HISTORY     - Date     Condition        Report By
 DI9220  HISTORY     - 1995     MONUMENTED       NOS
 DI9220  HISTORY     - 2006     GOOD             FLDEP
 DI9220  HISTORY     - 20070523 GOOD             FLDEP
 DI9220
 DI9220                          STATION DESCRIPTION
 DI9220
 DI9220'DESCRIBED BY FL DEPT OF ENV PRO 2006 (RH)
 DI9220'THE MARK IS IN THE MAYPORT, IN THE MAYPORT NAVAL BASIN, ESTIMATED
 DI9220'SECTION 29, TOWNSHIP 1  SOUTH, RANGE 29 EAST.
 DI9220'
 DI9220'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 10 (ATLANTIC
 DI9220'BOULEVARD) AND U.S.  HIGHWAY A1A (MAYPORT ROAD) ON THE SOUTH SIDE OF
 DI9220'MAYPORT, GO NORTH ON U.S. HIGHWAY A1A  (MAYPORT ROAD) FOR 2.25 MI TO
 DI9220'THE JUNCTION OF COUNTY ROAD 101 (MAIN STREET) ON THE RIGHT,  BEAR
 DI9220'RIGHT ON COUNTY ROAD 101 (MAIN STREET) AND GO NORTH FOR 1.8 MI TO THE
 DI9220'ENTRANCE OF  MAYPORT NAVAL STATION, PASSING THROUGH THE CHECK IN
 DI9220'STATION, CONTINUE NORTH ON MAIN  STREET FOR 0.1 MI TO THE JUNCTION OF
 DI9220'MOALE AVENUE ON THE RIGHT, TURN RIGHT ON MOALE  AVENUE AND GO EAST FOR
 DI9220'0.65 MI TO THE INTERSECTION OF BALTIMORE STREET, TURN LEFT ON
 DI9220'BALTIMORE STREET AND GO NORTH FOR 0.9 MI TO THE END OF THE PAVEMENT
 DI9220'AND THE MARK ON  THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT
 DI9220'A DEPTH OF 79.8 FT WITH A NOS LOGO  CAP FLUSH WITH THE GROUND, THE
 DI9220'DATUM POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE  NOS LOGO CAP.
 DI9220'
 DI9220'LOCATED 77.5 FT SOUTHWEST OF THE CENTER AND END OF BALTIMORE STREET,
 DI9220'23.8 FT  SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF BALTIMORE
 DI9220'STREET, 1.8 FT NORTHEAST  OF THE SOUTHEAST CORNER OF A 10.0 FT SQUARE
 DI9220'CONCRETE PAD THAT IS AROUND A DRAIN AND 1.3  FT NORTHEAST OF A 3-INCH
 DI9220'PVC WITNESS POST.
 DI9220'
 DI9220'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.
 DI9220
 DI9220                          STATION RECOVERY (2007)
 DI9220
 DI9220'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 DI9220'THE MARK IS IN MAYPORT, ON THE MAYPORT NAVAL BASIN, AT THE END OF
 DI9220'BALTIMORE STREET, ESTIMATED SECTION 28, TOWNSHIP 1 SOUTH, RANGE 29
 DI9220'EAST.    TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BLVD (STATE
 DI9220'ROAD 10) AND MAYPORT ROAD (STATE ROAD A1A) ON THE SOUTH SIDE OF
 DI9220'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE ROAD A1A) FOR 2.25 MI (3.6
 DI9220'KM) TO THE JUNCTION OF COUNTY ROAD 101 (MAYPORT ROAD-MAIN STREET),
 DI9220'CONTINUE NORTH ON MAYPORT ROAD (COUNTY ROAD 101) FOR 1.8 MI (2.9 KM)
 DI9220'TO THE ENTRANCE OF THE MAYPORT NAVAL BASIN STATION, PASSING THROUGH
 DI9220'THE CHECK-IN STATION CONTINUE NORTH ON MAIN STREET FOR 0.1 MI (0.2 KM)
 DI9220'TO THE JUNCTION OF MOALE AVENUE, TURN RIGHT ON MOALE AVENUE AND GO
 DI9220'EAST FOR 0.65 MI (1.0 KM) TO THE JUNCTION OF BALTIMORE STREET, TURN
 DI9220'LEFT ON BALTIMORE STREET AND GO NORTH FOR 0.9 MI (1.4 KM) TO THE END
 DI9220'OF THE PAVEMENT AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD
 DI9220'DRIVEN TO REFUSAL AT A DEPTH OF 39.6 FT (12.1 M) WITH A NOS LOGO CAP
 DI9220'FLUSH WITH THE GROUND AND LEVEL WITH BALTIMORE STREET, THE DATUM POINT
 DI9220'IS RECESSED 0.5 FT (0.2 M) BELOW THE LEVEL OF THE NOS LOGO CAP.
 DI9220'
 DI9220'LOCATED 77.5 FT (23.6 M) SOUTHWEST OF THE CENTER AND END OF BALTIMORE
 DI9220'STREET, 23.8 FT (7.3 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF BALTIMORE
 DI9220'STREET, 1.8 FT (0.5 M) NORTHEAST OF THE SOUTHEAST CORNER OF A 10.0 FT
 DI9220'(3.0 M) SQUARE CONCRETE PAD THAT IS AROUND A DRAIN AND 1.3 FT (0.4 M)
 DI9220'NORTHEAST OF A 3-INCH (8 CM) PVC WITNESS POST.
 DI9220'
 DI9220'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 DI9220'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5743 ***********************************************************************
 DL5743  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5743  DESIGNATION -  872 0214 B
 DL5743  PID         -  DL5743
 DL5743  STATE/COUNTY-  FL/DUVAL
 DL5743  COUNTRY     -  US
 DL5743  USGS QUAD   -  MAYPORT (2018)
 DL5743
 DL5743                         *CURRENT SURVEY CONTROL
 DL5743  ______________________________________________________________________
 DL5743* NAD 83(1986) POSITION- 30 23 36.00   (N) 081 23 44.73   (W)   HD_HELD1
 DL5743* NAVD 88 ORTHO HEIGHT -     2.425 (meters)        7.96  (feet) ADJUSTED
 DL5743  ______________________________________________________________________
 DL5743  GEOID HEIGHT    -        -28.589 (meters)                     GEOID18
 DL5743  DYNAMIC HEIGHT  -          2.422 (meters)        7.95  (feet) COMP
 DL5743  MODELED GRAVITY -    979,364.8   (mgal)                       NAVD 88
 DL5743
 DL5743  VERT ORDER      -  FIRST     CLASS II
 DL5743
 DL5743.The horizontal coordinates were determined by differentially corrected
 DL5743.hand held GPS observations or other comparable positioning techniques
 DL5743.and have an estimated accuracy of +/- 3 meters.
 DL5743
 DL5743.The orthometric height was determined by differential leveling and
 DL5743.adjusted by the NATIONAL GEODETIC SURVEY
 DL5743.in January 2010.
 DL5743
 DL5743.No vertical observational check was made to the station.
 DL5743
 DL5743.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5743.GEOID18 height accuracy estimate available here.
 DL5743
 DL5743.This Tidal Bench Mark is designated as VM 13507
 DL5743.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5743
 DL5743.Click photographs - Photos may exist for this station.
 DL5743
 DL5743.The dynamic height is computed by dividing the NAVD 88
 DL5743.geopotential number by the normal gravity value computed on the
 DL5743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5743.degrees latitude (g = 980.6199 gals.).
 DL5743
 DL5743.The modeled gravity was interpolated from observed gravity values.
 DL5743
 DL5743;                    North         East    Units  Estimated Accuracy
 DL5743;SPC FL E     -   671,534.8     161,968.3     MT  (+/- 3 meters HH1 GPS) 
 DL5743
 DL5743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6198162437(NAD 83)
 DL5743
 DL5743                          SUPERSEDED SURVEY CONTROL
 DL5743
 DL5743.No superseded survey control is available for this station.
 DL5743
 DL5743_MARKER: F = FLANGE-ENCASED ROD
 DL5743_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL5743_STAMPING: 0214 B 1995
 DL5743_MARK LOGO: NOS
 DL5743_PROJECTION: RECESSED 3 CENTIMETERS
 DL5743_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5743+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DL5743_ROD/PIPE-DEPTH: 13.3 meters
 DL5743
 DL5743  HISTORY     - Date     Condition        Report By
 DL5743  HISTORY     - 1995     MONUMENTED       FLDEP
 DL5743  HISTORY     - 20070523 GOOD             FLDEP
 DL5743
 DL5743                          STATION DESCRIPTION
 DL5743
 DL5743'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5743'THE MARK IS IN MAYPORT, ON THE MAYPORT NAVAL BASIN, AT THE SOUTH
 DL5743'PARKING LOOKOUT TOWER OF THE APPLIED INSTRUCTION BUILDING, ESTIMATED
 DL5743'SECTION 30, TOWNSHIP 1 SOUTH, RANGE 29 EAST.    TO REACH THE MARK FROM
 DL5743'THE OVERPASS OF ATLANTIC BLVD (STATE ROAD 10) AND MAYPORT ROAD (STATE
 DL5743'ROAD A1A) ON THE SOUTH SIDE OF MAYPORT, GO NORTH ON MAYPORT ROAD
 DL5743'(STATE ROAD A1A) FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF COUNTY ROAD
 DL5743'101 (MAYPORT ROAD, MAIN STREET), CONTINUE NORTH ON MAYPORT ROAD
 DL5743'(COUNTY ROAD 101) FOR 1.8 MI (2.9 KM) TO THE ENTRANCE OF THE MAYPORT
 DL5743'NAVAL BASIN STATION, PASSING THROUGH THE CHECK-IN STATION CONTINUE
 DL5743'NORTH ON MAIN STREET FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF MOALE
 DL5743'AVENUE, TURN RIGHT ON MOALE AVENUE AND GO EAST FOR 0.65 MI (1.0 KM) TO
 DL5743'THE JUNCTION OF BALTIMORE STREET, TURN LEFT ON BALTIMORE STREET AND GO
 DL5743'NORTH FOR 0.85 MI (1.4 KM) TO THE JUNCTION OF A PAVED ROAD LEADING
 DL5743'SOUTH, TURN RIGHT ON THE PAVED ROAD AND GO SOUTH FOR 0.05 MI (0.1 KM)
 DL5743'TO THE ENTRANCE TO A PARKING LOOKOUT TOWER AND THE MARK ON THE LEFT, A
 DL5743'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 43.6 FT (13.3 M)
 DL5743'WITH A NOS LOGO CAP RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE
 DL5743'GROUND, THE DATUM POINT RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL OF THE
 DL5743'NOS LOGO CAP.    LOCATED 177.6 FT (54.1 M) SOUTHEAST OF THE SOUTHEAST
 DL5743'CORNER OF BUILDING NUMBER 1597, 128.3 FT (39.1 M) SOUTH-SOUTHWEST OF
 DL5743'THE SOUTHWEST CORNER OF BUILDING NUMBER 1556, 99.0 FT (30.2 M) EAST OF
 DL5743'AN ALUMINUM LIGHT POLE, 80.3 FT (24.5 M) SOUTHWEST OF AN ALUMINUM
 DL5743'LIGHT POLE, 30.8 FT (9.4 M) EAST OF THE SOUTHWEST END OF THE PARKING
 DL5743'LOOKOUT TOWER AND 3.4 FT (1.0 M) SOUTHEAST OF AN ALUMINUM LIGHT POLE.
 DL5743'
 DL5743'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 DL5743'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5744 ***********************************************************************
 DL5744  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5744  DESIGNATION -  872 0214 C
 DL5744  PID         -  DL5744
 DL5744  STATE/COUNTY-  FL/DUVAL
 DL5744  COUNTRY     -  US
 DL5744  USGS QUAD   -  MAYPORT (2018)
 DL5744
 DL5744                         *CURRENT SURVEY CONTROL
 DL5744  ______________________________________________________________________
 DL5744* NAD 83(1986) POSITION- 30 23 44.47   (N) 081 23 43.54   (W)   HD_HELD1
 DL5744* NAVD 88 ORTHO HEIGHT -     3.594 (meters)       11.79  (feet) ADJUSTED
 DL5744  ______________________________________________________________________
 DL5744  GEOID HEIGHT    -        -28.589 (meters)                     GEOID18
 DL5744  DYNAMIC HEIGHT  -          3.590 (meters)       11.78  (feet) COMP
 DL5744  MODELED GRAVITY -    979,365.0   (mgal)                       NAVD 88
 DL5744
 DL5744  VERT ORDER      -  FIRST     CLASS II
 DL5744
 DL5744.The horizontal coordinates were determined by differentially corrected
 DL5744.hand held GPS observations or other comparable positioning techniques
 DL5744.and have an estimated accuracy of +/- 3 meters.
 DL5744
 DL5744.The orthometric height was determined by differential leveling and
 DL5744.adjusted by the NATIONAL GEODETIC SURVEY
 DL5744.in January 2010.
 DL5744
 DL5744.No vertical observational check was made to the station.
 DL5744
 DL5744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5744.GEOID18 height accuracy estimate available here.
 DL5744
 DL5744.This Tidal Bench Mark is designated as VM 13508
 DL5744.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5744
 DL5744.Click photographs - Photos may exist for this station.
 DL5744
 DL5744.The dynamic height is computed by dividing the NAVD 88
 DL5744.geopotential number by the normal gravity value computed on the
 DL5744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5744.degrees latitude (g = 980.6199 gals.).
 DL5744
 DL5744.The modeled gravity was interpolated from observed gravity values.
 DL5744
 DL5744;                    North         East    Units  Estimated Accuracy
 DL5744;SPC FL E     -   671,795.5     162,001.0     MT  (+/- 3 meters HH1 GPS) 
 DL5744
 DL5744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6201362698(NAD 83)
 DL5744
 DL5744                          SUPERSEDED SURVEY CONTROL
 DL5744
 DL5744.No superseded survey control is available for this station.
 DL5744
 DL5744_MARKER: DV = VERTICAL CONTROL DISK
 DL5744_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL5744_SP_SET: FOUNDATION
 DL5744_STAMPING: 0214 C 1995
 DL5744_MARK LOGO: NOS
 DL5744_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5744_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5744+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DL5744
 DL5744  HISTORY     - Date     Condition        Report By
 DL5744  HISTORY     - 1995     MONUMENTED       FLDEP
 DL5744  HISTORY     - 20070523 GOOD             FLDEP
 DL5744
 DL5744                          STATION DESCRIPTION
 DL5744
 DL5744'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5744'THE MARK IS AT MAYPORT NAVAL STATION NEAR SAINT JOHNS POINT IN
 DL5744'UNSURVEYED SECTION 21, TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 DL5744'
 DL5744'TO REACH THE MARK FROM THE OVERPASS OF ATANTIC BOULEVARD (STATE ROAD
 DL5744'10) AND MAYPORT ROAD (U.S. HIGHWAY A1A) ON THE SOUTH SIDE OF MAYPORT,
 DL5744'GO NORTH ON MAYPORT ROAD (U.S. HIGHWAY A1A) FOR 2.25 MI (3.62 KM) TO
 DL5744'THE JUNCTION OF MAYPORT ROAD (U.S. HIGHWAY A1A) AND MIAN STREET
 DL5744'(COUNTY ROAD 101), CONTINUE NORTH ON MAIN STREET (COUNTY ROAD 101) FOR
 DL5744'1.8 MI (2.9 KM) TO THE ENTRANCE OF MAYPORT NAVAL STATION, PASSING
 DL5744'THROUGH THE CHECK IN STATION, CONTINUE NORTH ON MAIN STREET FOR 0.1 MI
 DL5744'(0.2 KM) TO THE JUNCTION OF MAIN STREET AND MOALE AVENUE, TURN RIGHT
 DL5744'ON MOALE AVENUE AND GO EAST FOR 0.65 MI (1.05 KM) TO THE JUNCTION OF
 DL5744'MOALE AVENUE AND BALTIMORE STREET, TURN LEFT ON BALTIMORE STREET AND
 DL5744'GO NORTH FOR 0.9 MI (1.4 KM) TO THE END OF PAVEMENT AND THE MARK ON
 DL5744'THE LEFT, SET IN THE NORTHWEST CORNER OF A SMALL CONCRETE FOUNDATION
 DL5744'WITH A HIGH VOLTAGE TRANFORMER BOX NUMBER 1410 ATTACHED, SOUTH OF A
 DL5744'SMALL RED BRICK BUILDING NUMBER 1375.
 DL5744'
 DL5744'LOCATED ABOUT 275.0 FT (83.8 M) NORTH OF THE CENTERLINE OF BALTIMORE
 DL5744'STREET, 76.2 FT (23.2 M) NORTH OF THE APPROXIMATE CENTER OF A DIRT
 DL5744'ROAD AROUND A PARKING LOT, 32.4 FT (9.9 M) SOUTHEAST OF THE SOUTHWEST
 DL5744'CORNER OF BUILDING NUMBER 1375 AND 16.0 FT (4.9 M) EAST OF A CHAIN
 DL5744'LINK FENCELINE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1557 ***********************************************************************
 BC1557  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1557  DESIGNATION -  872 0215 D TIDAL
 BC1557  PID         -  BC1557
 BC1557  STATE/COUNTY-  FL/DUVAL
 BC1557  COUNTRY     -  US
 BC1557  USGS QUAD   -  TROUT RIVER (2018)
 BC1557
 BC1557                         *CURRENT SURVEY CONTROL
 BC1557  ______________________________________________________________________
 BC1557* NAD 83(1986) POSITION- 30 24 06.     (N) 081 37 58.     (W)   SCALED
 BC1557* NAVD 88 ORTHO HEIGHT -     2.031 (meters)        6.66  (feet) ADJUSTED
 BC1557  ______________________________________________________________________
 BC1557  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 BC1557  DYNAMIC HEIGHT  -          2.028 (meters)        6.65  (feet) COMP
 BC1557  MODELED GRAVITY -    979,370.1   (mgal)                       NAVD 88
 BC1557
 BC1557  VERT ORDER      -  SECOND    CLASS I
 BC1557
 BC1557.The horizontal coordinates were scaled from a map and have
 BC1557.an estimated accuracy of +/- 6 seconds.
 BC1557
 BC1557.The orthometric height was determined by differential leveling and
 BC1557.adjusted by the NATIONAL GEODETIC SURVEY
 BC1557.in June 1991.
 BC1557
 BC1557.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1557.GEOID18 height accuracy estimate available here.
 BC1557
 BC1557.This Tidal Bench Mark is designated as VM 5096
 BC1557.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1557
 BC1557.Click photographs - Photos may exist for this station.
 BC1557
 BC1557.The dynamic height is computed by dividing the NAVD 88
 BC1557.geopotential number by the normal gravity value computed on the
 BC1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1557.degrees latitude (g = 980.6199 gals.).
 BC1557
 BC1557.The modeled gravity was interpolated from observed gravity values.
 BC1557
 BC1557;                    North         East    Units  Estimated Accuracy
 BC1557;SPC FL E     -   672,560.      139,200.      MT  (+/- 180 meters Scaled)
 BC1557
 BC1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP392634(NAD 83)
 BC1557
 BC1557                          SUPERSEDED SURVEY CONTROL
 BC1557
 BC1557  NGVD 29 (09/01/92)    2.353  (m)            7.72   (f) ADJUSTED    2 1
 BC1557
 BC1557.Superseded values are not recommended for survey control.
 BC1557
 BC1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1557.See file dsdata.pdf to determine how the superseded data were derived.
 BC1557
 BC1557_MARKER: DJ = TIDAL STATION DISK
 BC1557_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC1557_SP_SET: FOUNDATION
 BC1557_STAMPING: 0215 D 1977
 BC1557_MARK LOGO: NOS
 BC1557_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1557+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 BC1557
 BC1557  HISTORY     - Date     Condition        Report By
 BC1557  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1557  HISTORY     - 20040624 GOOD             FLDEP
 BC1557
 BC1557                          STATION DESCRIPTION
 BC1557
 BC1557'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1557'JACKSONVILLE.
 BC1557'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 0.7 MILES ALONG
 BC1557'STATE ROAD 105 (HECKSCHER DRIVE) FROM THE INTERSECTION OF US
 BC1557'HIGHWAY 17 (MAIN STREET), THENCE 0.7 MILES SOUTHEAST ALONG SOMMERS
 BC1557'ROAD. THE MARK BEARS 13.9 FEET SOUTH OF THE CENTERLINE OF SOMMERS
 BC1557'ROAD, 23.5 FEET EAST OF THE SOUTHWEST CORNER OF THE ENTRANCE GATE
 BC1557'TO THE US NAVY FUEL DEPOT, 47 FEET NORTHWEST OF THE FRONT DOOR
 BC1557'OF THE ADMINISTRATION BUILDING. THE MARK IS SET IN A CONCRETE
 BC1557'SLAB SUPPORTING THE GUARD HOUSE.
 BC1557
 BC1557                          STATION RECOVERY (2004)
 BC1557
 BC1557'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1557'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1557'
 BC1557'THE MARK IS IN JACKSONVILLE ON THE PROPERTY OF THE U.S. NAVY FUEL
 BC1557'DEPOT, IN SECTION 44, TOWNSHIP 1  SOUTH, RANGE 27 EAST.
 BC1557'
 BC1557'NOTE THIS PROPERTY IS A RESTRICTED AREA AND PERMISSION MUST BE
 BC1557'OBTAINED AT THE ENTRANCE GATE  PRIOR TO ACCESS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0274 ***********************************************************************
 BC0274  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0274  DESIGNATION -  872 0215 TIDAL 2
 BC0274  PID         -  BC0274
 BC0274  STATE/COUNTY-  FL/DUVAL
 BC0274  COUNTRY     -  US
 BC0274  USGS QUAD   -  EASTPORT (2018)
 BC0274
 BC0274                         *CURRENT SURVEY CONTROL
 BC0274  ______________________________________________________________________
 BC0274* NAD 83(1986) POSITION- 30 24 01.30   (N) 081 37 30.89   (W)   HD_HELD1
 BC0274* NAVD 88 ORTHO HEIGHT -     1.253 (meters)        4.11  (feet) ADJUSTED
 BC0274  ______________________________________________________________________
 BC0274  GEOID HEIGHT    -        -28.307 (meters)                     GEOID18
 BC0274  DYNAMIC HEIGHT  -          1.252 (meters)        4.11  (feet) COMP
 BC0274  MODELED GRAVITY -    979,369.8   (mgal)                       NAVD 88
 BC0274
 BC0274  VERT ORDER      -  SECOND    CLASS I
 BC0274
 BC0274.The horizontal coordinates were determined by differentially corrected
 BC0274.hand held GPS observations or other comparable positioning techniques
 BC0274.and have an estimated accuracy of +/- 3 meters.
 BC0274
 BC0274.The orthometric height was determined by differential leveling and
 BC0274.adjusted by the NATIONAL GEODETIC SURVEY
 BC0274.in June 2006.
 BC0274
 BC0274.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0274.GEOID18 height accuracy estimate available here.
 BC0274
 BC0274.This Tidal Bench Mark is designated as VM 5094
 BC0274.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0274
 BC0274.Click photographs - Photos may exist for this station.
 BC0274
 BC0274.The dynamic height is computed by dividing the NAVD 88
 BC0274.geopotential number by the normal gravity value computed on the
 BC0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0274.degrees latitude (g = 980.6199 gals.).
 BC0274
 BC0274.The modeled gravity was interpolated from observed gravity values.
 BC0274
 BC0274;                    North         East    Units  Estimated Accuracy
 BC0274;SPC FL E     -   672,413.2     139,918.8     MT  (+/- 3 meters HH1 GPS) 
 BC0274
 BC0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3993963315(NAD 83)
 BC0274
 BC0274                          SUPERSEDED SURVEY CONTROL
 BC0274
 BC0274  NAVD 88 (06/15/91)    1.260  (m)            4.13   (f) SUPERSEDED  1 2
 BC0274  NGVD 29 (??/??/92)    1.588  (m)            5.21   (f) SUPERSEDED  1 2
 BC0274  NGVD 29 (09/01/92)    1.582  (m)            5.19   (f) ADJUSTED    1 2
 BC0274
 BC0274.Superseded values are not recommended for survey control.
 BC0274
 BC0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0274.See file dsdata.pdf to determine how the superseded data were derived.
 BC0274
 BC0274_MARKER: DB = BENCH MARK DISK
 BC0274_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC0274_SP_SET: CULVERT HEADWALL
 BC0274_STAMPING: NO 2 1958
 BC0274_MARK LOGO: CGS
 BC0274_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0274+STABILITY: SURFACE MOTION
 BC0274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0274+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 BC0274
 BC0274  HISTORY     - Date     Condition        Report By
 BC0274  HISTORY     - 1958     MONUMENTED       CGS
 BC0274  HISTORY     - 1970     GOOD             NGS
 BC0274  HISTORY     - 1977     GOOD             FLDNR
 BC0274  HISTORY     - 20040624 GOOD             FLDEP
 BC0274
 BC0274                          STATION DESCRIPTION
 BC0274
 BC0274'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0274'9.4 MI NE FROM JACKSONVILLE.
 BC0274'ABOUT 7.5 MILES NORTH ALONG THE SEABOARD AIR LINE RAILWAY FROM
 BC0274'THE STATION AT JACKSONVILLE, THENCE 0.7 MILE EAST ALONG STATE
 BC0274'HIGHWAY 105, THENCE 1.2 MILES SOUTHEAST ALONG SOMERS ROAD, AT
 BC0274'THE U.S. NAVAL FUEL DEPOT, ON THE TOP OF THE EAST END OF THE
 BC0274'NORTH CONCRETE HEAD WALL FOR A 12-INCH PIPE CULVERT UNDER
 BC0274'A BLACK TOPPED STREET, 73 FEET NORTH OF AND ACROSS STREET FROM
 BC0274'BM OIL 3 (USE) DESCRIBED, ABOUT 55 YARDS NORTHEAST OF THE
 BC0274'NORTH END OF PIER NO. 1, 24 FEET NORTH OF THE CENTER LINE
 BC0274'OF AN EAST-WEST STREET, 23 FEET EAST OF THE CENTER LINE OF A
 BC0274'STREET LEADING NORTH, ACROSS THE STREET FROM BLDG 30 AND LEVEL
 BC0274'WITH THE STREET.  ST. JOHNS RIVER.
 BC0274
 BC0274                          STATION RECOVERY (1977)
 BC0274
 BC0274'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0274'RECOVERED IN GOOD CONDITION.
 BC0274
 BC0274                          STATION RECOVERY (2004)
 BC0274
 BC0274'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0274'THE MARK IS IN JACKSONVILLE, IN SECTION 55, TOWNSHIP 1 SOUTH, RANGE 27
 BC0274'EAST.
 BC0274'
 BC0274'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 (NORTH MAIN
 BC0274'STREET) AND HECKSCHER  DRIVE (STATE ROAD 105) ONTHE NORTH SIDE OF
 BC0274'JACKSONVILLE, GO EAST ON HECKSCHER DRIVE FOR 0.6 MI TO  THE JUNCTION
 BC0274'OF SOMMERS ROAD ON THE RIGHT, TURN RIGHT ON SOMMERS ROAD AND GO SOUTH
 BC0274'AND EAST  FOR 0.6 MI TO THE ENTRANCE TO THE U.S. NAVY FUEL DEPOT,
 BC0274'CONTINUE EAST ON SOMMERS ROAD FOR 0.5 MI  TO THE JUNCTION OF FOURTH
 BC0274'STREET ON THE RIGHT, TURN RIGHT ON FOURTH STREET AND GO SOUTH FOR  0.2
 BC0274'MI TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE EAST END OF
 BC0274'THE NORTH CONCRETE  HEADWALL OF A CULVERT UNDER A-ROAD, ABOUT LEVEL
 BC0274'WITH FOURTH STREET.
 BC0274'
 BC0274'LOCATED 73.0 FT NORTH OF SURVEY MARK OIL 3, 28.5 FT NORTH-NORTHEAST OF
 BC0274'THE CENTERLINE OF A-ROAD,  23.4 FT EAST OF THE CENTERLINE OF FOURTH
 BC0274'STREET AND 1.0 FT WEST OF A CARSONITE WITNESS POST.
 BC0274'
 BC0274'NOTE THIS PROPERTY IS A RESTRICTED AREA AND PERMISSION MUST BE
 BC0274'OBTAINED AT THE ENTRANCE GATE  PROIR TO ACCESS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0275 ***********************************************************************
 BC0275  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0275  DESIGNATION -  872 0215 TIDAL 3
 BC0275  PID         -  BC0275
 BC0275  STATE/COUNTY-  FL/DUVAL
 BC0275  COUNTRY     -  US
 BC0275  USGS QUAD   -  EASTPORT (2018)
 BC0275
 BC0275                         *CURRENT SURVEY CONTROL
 BC0275  ______________________________________________________________________
 BC0275* NAD 83(1986) POSITION- 30 24 03.     (N) 081 37 30.     (W)   SCALED
 BC0275* NAVD 88 ORTHO HEIGHT -     1.458 (meters)        4.78  (feet) ADJUSTED
 BC0275  ______________________________________________________________________
 BC0275  GEOID HEIGHT    -        -28.308 (meters)                     GEOID18
 BC0275  DYNAMIC HEIGHT  -          1.456 (meters)        4.78  (feet) COMP
 BC0275  MODELED GRAVITY -    979,369.8   (mgal)                       NAVD 88
 BC0275
 BC0275  VERT ORDER      -  FIRST     CLASS II
 BC0275
 BC0275.The horizontal coordinates were scaled from a map and have
 BC0275.an estimated accuracy of +/- 6 seconds.
 BC0275
 BC0275.The orthometric height was determined by differential leveling and
 BC0275.adjusted by the NATIONAL GEODETIC SURVEY
 BC0275.in June 1991.
 BC0275
 BC0275.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0275.GEOID18 height accuracy estimate available here.
 BC0275
 BC0275.This Tidal Bench Mark is designated as VM 5095
 BC0275.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0275
 BC0275.Click photographs - Photos may exist for this station.
 BC0275
 BC0275.The dynamic height is computed by dividing the NAVD 88
 BC0275.geopotential number by the normal gravity value computed on the
 BC0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0275.degrees latitude (g = 980.6199 gals.).
 BC0275
 BC0275.The modeled gravity was interpolated from observed gravity values.
 BC0275
 BC0275;                    North         East    Units  Estimated Accuracy
 BC0275;SPC FL E     -   672,470.      139,940.      MT  (+/- 180 meters Scaled)
 BC0275
 BC0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP399633(NAD 83)
 BC0275
 BC0275                          SUPERSEDED SURVEY CONTROL
 BC0275
 BC0275  NGVD 29 (09/01/92)    1.780  (m)            5.84   (f) ADJUSTED    1 2
 BC0275
 BC0275.Superseded values are not recommended for survey control.
 BC0275
 BC0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0275.See file dsdata.pdf to determine how the superseded data were derived.
 BC0275
 BC0275_MARKER: DB = BENCH MARK DISK
 BC0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC0275_SP_SET: BUILDING FOUNDATION
 BC0275_STAMPING: NO 3 1958
 BC0275_MARK LOGO: CGS
 BC0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0275
 BC0275  HISTORY     - Date     Condition        Report By
 BC0275  HISTORY     - 1958     MONUMENTED       CGS
 BC0275  HISTORY     - 1970     GOOD             NGS
 BC0275  HISTORY     - 1977     GOOD             FLDNR
 BC0275  HISTORY     - 20040624 MARK NOT FOUND   FLDEP
 BC0275
 BC0275                          STATION DESCRIPTION
 BC0275
 BC0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0275'9.4 MI NE FROM JACKSONVILLE.
 BC0275'ABOUT 7.5 MILES SOUTH ALONG THE SEABOARD AIR LINE RAILWAY FROM
 BC0275'THE STATION AT JACKSONVILLE, THENCE 0.7 MILE EAST ALONG
 BC0275'STATE HIGHWAY 105, THENCE 1.2 MILES SOUTHEAST ALONG SOMERS
 BC0275'ROAD, AT THE U.S. NAVY FUEL DEPOT, 236 FEET EAST OF TIDAL 2
 BC0275'DESCRIBED, 20 FEET NORTH OF THE CENTER LINE OF A BLACK
 BC0275'TOPPED STREET, 0.9 FOOT SOUTHEAST OF THE SOUTHWEST CORNER OF
 BC0275'BUILDING 98, IN LINE WITH PIER NO. 2, 48 FET NORTH OF THE
 BC0275'CENTER OF A LARGE STEEL GATE FOR ENTRANCE TO PIER 2, SET ON
 BC0275'THE TOP OF THE WEST END OF THE CONCRETE BASE OF FOUNDATION
 BC0275'OF BLDG 92 AND 2 INCHES ABOVE THE LEVEL OF THE GROUND.  ST.
 BC0275'JOHNS RIVER.
 BC0275
 BC0275                          STATION RECOVERY (1977)
 BC0275
 BC0275'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0275'RECOVERED IN GOOD CONDITION.
 BC0275
 BC0275                          STATION RECOVERY (2004)
 BC0275
 BC0275'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC0275'THE MARK WAS SEARCHED FOR AND NOT RECOVERED, BUILDING 92 HAS BEEN
 BC0275'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1505 ***********************************************************************
 BC1505  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1505  DESIGNATION -  872 0216 A TIDAL
 BC1505  PID         -  BC1505
 BC1505  STATE/COUNTY-  FL/DUVAL
 BC1505  COUNTRY     -  US
 BC1505  USGS QUAD   -  TROUT RIVER (2018)
 BC1505
 BC1505                         *CURRENT SURVEY CONTROL
 BC1505  ______________________________________________________________________
 BC1505* NAD 83(1986) POSITION- 30 23 55.     (N) 081 41 55.     (W)   SCALED
 BC1505* NAVD 88 ORTHO HEIGHT -     0.639 (meters)        2.10  (feet) ADJUSTED
 BC1505  ______________________________________________________________________
 BC1505  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 BC1505  DYNAMIC HEIGHT  -          0.638 (meters)        2.09  (feet) COMP
 BC1505  MODELED GRAVITY -    979,371.1   (mgal)                       NAVD 88
 BC1505
 BC1505  VERT ORDER      -  SECOND    CLASS I
 BC1505
 BC1505.The horizontal coordinates were scaled from a map and have
 BC1505.an estimated accuracy of +/- 6 seconds.
 BC1505
 BC1505.The orthometric height was determined by differential leveling and
 BC1505.adjusted by the NATIONAL GEODETIC SURVEY
 BC1505.in June 1991.
 BC1505
 BC1505.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1505.GEOID18 height accuracy estimate available here.
 BC1505
 BC1505.This Tidal Bench Mark is designated as VM 5104
 BC1505.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1505
 BC1505.Click photographs - Photos may exist for this station.
 BC1505
 BC1505.The dynamic height is computed by dividing the NAVD 88
 BC1505.geopotential number by the normal gravity value computed on the
 BC1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1505.degrees latitude (g = 980.6199 gals.).
 BC1505
 BC1505.The modeled gravity was interpolated from observed gravity values.
 BC1505
 BC1505;                    North         East    Units  Estimated Accuracy
 BC1505;SPC FL E     -   672,260.      132,870.      MT  (+/- 180 meters Scaled)
 BC1505
 BC1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP328631(NAD 83)
 BC1505
 BC1505                          SUPERSEDED SURVEY CONTROL
 BC1505
 BC1505  NGVD 29 (09/01/92)    0.963  (m)            3.16   (f) ADJUSTED    2 1
 BC1505
 BC1505.Superseded values are not recommended for survey control.
 BC1505
 BC1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1505.See file dsdata.pdf to determine how the superseded data were derived.
 BC1505
 BC1505_MARKER: DJ = TIDAL STATION DISK
 BC1505_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1505_SP_SET: SEAWALL
 BC1505_STAMPING: 0216 A 1978
 BC1505_MARK LOGO: NOS
 BC1505_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1505+STABILITY: SURFACE MOTION
 BC1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1505+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 BC1505
 BC1505  HISTORY     - Date     Condition        Report By
 BC1505  HISTORY     - 1978     MONUMENTED       NOS
 BC1505  HISTORY     - 1978     GOOD             FLDNR
 BC1505  HISTORY     - 1978     GOOD             FLDNR
 BC1505  HISTORY     - 20040616 POOR             FLDEP
 BC1505
 BC1505                          STATION DESCRIPTION
 BC1505
 BC1505'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1505'4.3 MI SOUTH FROM GARDEN CITY.
 BC1505'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1505'IN JACKSONVILLE, FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1505'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 1.0 MILES NORTHWESTERLY ALONG
 BC1505'RIBAULT SCENIC DRIVE TO 2600 RIBAULT RIVER DRIVE AND THE LOCATION
 BC1505'OF THE MARK. MARK BEARS 19 FEET WEST OF A BOAR LAUNCH, 8 FEET
 BC1505'NORTHWEST OF A LORGE PINE TREE, 94 FEET NORTHWEST OF A CONCRETE
 BC1505'CARPORT, 68 FEET EAST OF A CONCRETE DOCK.
 BC1505
 BC1505                          STATION RECOVERY (1978)
 BC1505
 BC1505'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1505'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1505'IN JACKSONVILLE, FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1505'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 1.0 MILES NORTHWESTERLY ALONG
 BC1505'RIBAULT SCENIC DRIVE TO 2600 RIBAULT RIVER DRIVE AND THE LOCATION
 BC1505'OF THE MARK. MARK BEARS 19 FEET WEST OF A BOAR LAUNCH, 8 FEET
 BC1505'NORTHWEST OF A LORGE PINE TREE, 94 FEET NORTHWEST OF A CONCRETE
 BC1505'CARPORT, 68 FEET EAST OF A CONCRETE DOCK.
 BC1505
 BC1505                          STATION RECOVERY (2004)
 BC1505
 BC1505'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1505'THE MARK WAS RECOVERED IN POOR CONDITION AND IS NOT STABLE THE SEAWALL
 BC1505'IS SLOWLY COLLAPSING  INTO THE RIBAULT RIVER.
 BC1505'
 BC1505'THE MARK IS 3.0 MI SOUTH OF GARDEN CITY, IN SECTION 39, TOWNSHIP 1
 BC1505'SOUTH, RANGE 26 EAST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1504 ***********************************************************************
 BC1504  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1504  DESIGNATION -  872 0216 B TIDAL
 BC1504  PID         -  BC1504
 BC1504  STATE/COUNTY-  FL/DUVAL
 BC1504  COUNTRY     -  US
 BC1504  USGS QUAD   -  TROUT RIVER (2018)
 BC1504
 BC1504                         *CURRENT SURVEY CONTROL
 BC1504  ______________________________________________________________________
 BC1504* NAD 83(1986) POSITION- 30 23 51.     (N) 081 41 56.     (W)   SCALED
 BC1504* NAVD 88 ORTHO HEIGHT -     1.445 (meters)        4.74  (feet) ADJUSTED
 BC1504  ______________________________________________________________________
 BC1504  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 BC1504  DYNAMIC HEIGHT  -          1.443 (meters)        4.73  (feet) COMP
 BC1504  MODELED GRAVITY -    979,371.0   (mgal)                       NAVD 88
 BC1504
 BC1504  VERT ORDER      -  SECOND    CLASS I
 BC1504
 BC1504.The horizontal coordinates were scaled from a map and have
 BC1504.an estimated accuracy of +/- 6 seconds.
 BC1504
 BC1504.The orthometric height was determined by differential leveling and
 BC1504.adjusted by the NATIONAL GEODETIC SURVEY
 BC1504.in June 1991.
 BC1504
 BC1504.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1504.GEOID18 height accuracy estimate available here.
 BC1504
 BC1504.This Tidal Bench Mark is designated as VM 5105
 BC1504.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1504
 BC1504.Click photographs - Photos may exist for this station.
 BC1504
 BC1504.The dynamic height is computed by dividing the NAVD 88
 BC1504.geopotential number by the normal gravity value computed on the
 BC1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1504.degrees latitude (g = 980.6199 gals.).
 BC1504
 BC1504.The modeled gravity was interpolated from observed gravity values.
 BC1504
 BC1504;                    North         East    Units  Estimated Accuracy
 BC1504;SPC FL E     -   672,140.      132,840.      MT  (+/- 180 meters Scaled)
 BC1504
 BC1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP328630(NAD 83)
 BC1504
 BC1504                          SUPERSEDED SURVEY CONTROL
 BC1504
 BC1504  NGVD 29 (09/01/92)    1.769  (m)            5.80   (f) ADJUSTED    2 1
 BC1504
 BC1504.Superseded values are not recommended for survey control.
 BC1504
 BC1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1504.See file dsdata.pdf to determine how the superseded data were derived.
 BC1504
 BC1504_MARKER: DJ = TIDAL STATION DISK
 BC1504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC1504_SP_SET: BRIDGE ABUTMENT
 BC1504_STAMPING: 0216 B 1978
 BC1504_MARK LOGO: NOS
 BC1504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1504
 BC1504  HISTORY     - Date     Condition        Report By
 BC1504  HISTORY     - 1978     MONUMENTED       NOS
 BC1504  HISTORY     - 1978     GOOD             FLDNR
 BC1504  HISTORY     - 1978     GOOD             FLDNR
 BC1504  HISTORY     - 20040616 MARK NOT FOUND   FLDEP
 BC1504
 BC1504                          STATION DESCRIPTION
 BC1504
 BC1504'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1504'4.3 MI SOUTH FROM GARDEN CITY.
 BC1504'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1504'IN JACKSONVILLE, FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1504'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 1.1 MILES NORTHWESTERLY
 BC1504'ALONG RIBAULT SCENIC DRIVE TO THE EAST END OF A HIGHWAY BRIDGE
 BC1504'AND THE LOCATION OF THE MARK. MARK IS LOCATED IN THE SOUTHEASTERLY
 BC1504'CORNER OF A HIGHWAY BRIDGE. MARK BEARS 13.4 FEET SOUTH OF THE CENTER
 BC1504'LINE OF RIBAULT SCENIC DRIVE, 360 FEET WEST OF THE ENTRANCE TO
 BC1504'RESTLAWN CEMETERY.
 BC1504
 BC1504                          STATION RECOVERY (1978)
 BC1504
 BC1504'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1504'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1504'IN JACKSONVILLE, FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1504'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 1.1 MILES NORTHWESTERLY
 BC1504'ALONG RIBAULT SCENIC DRIVE TO THE EAST END OF A HIGHWAY BRIDGE
 BC1504'AND THE LOCATION OF THE MARK. MARK IS LOCATED IN THE SOUTHEASTERLY
 BC1504'CORNER OF A HIGHWAY BRIDGE. MARK BEARS 13.4 FEET SOUTH OF THE CENTER
 BC1504'LINE OF RIBAULT SCENIC DRIVE, 360 FEET WEST OF THE ENTRANCE TO
 BC1504'RESTLAWN CEMETERY.
 BC1504
 BC1504                          STATION RECOVERY (2004)
 BC1504
 BC1504'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1504'THE MARK WAS SEARCHED FOR AND NOT RECOVERED.
 BC1504'
 BC1504'THE BRIDGE WAS REPLACED IN 1986.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1503 ***********************************************************************
 BC1503  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1503  DESIGNATION -  872 0216 C TIDAL
 BC1503  PID         -  BC1503
 BC1503  STATE/COUNTY-  FL/DUVAL
 BC1503  COUNTRY     -  US
 BC1503  USGS QUAD   -  TROUT RIVER (2018)
 BC1503
 BC1503                         *CURRENT SURVEY CONTROL
 BC1503  ______________________________________________________________________
 BC1503* NAD 83(1986) POSITION- 30 23 54.     (N) 081 41 52.     (W)   SCALED
 BC1503* NAVD 88 ORTHO HEIGHT -     1.657 (meters)        5.44  (feet) ADJUSTED
 BC1503  ______________________________________________________________________
 BC1503  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 BC1503  DYNAMIC HEIGHT  -          1.654 (meters)        5.43  (feet) COMP
 BC1503  MODELED GRAVITY -    979,371.1   (mgal)                       NAVD 88
 BC1503
 BC1503  VERT ORDER      -  SECOND    CLASS I
 BC1503
 BC1503.The horizontal coordinates were scaled from a map and have
 BC1503.an estimated accuracy of +/- 6 seconds.
 BC1503
 BC1503.The orthometric height was determined by differential leveling and
 BC1503.adjusted by the NATIONAL GEODETIC SURVEY
 BC1503.in June 1991.
 BC1503
 BC1503.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1503.GEOID18 height accuracy estimate available here.
 BC1503
 BC1503.This Tidal Bench Mark is designated as VM 5106
 BC1503.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1503
 BC1503.Click photographs - Photos may exist for this station.
 BC1503
 BC1503.The dynamic height is computed by dividing the NAVD 88
 BC1503.geopotential number by the normal gravity value computed on the
 BC1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1503.degrees latitude (g = 980.6199 gals.).
 BC1503
 BC1503.The modeled gravity was interpolated from observed gravity values.
 BC1503
 BC1503;                    North         East    Units  Estimated Accuracy
 BC1503;SPC FL E     -   672,230.      132,950.      MT  (+/- 180 meters Scaled)
 BC1503
 BC1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP329631(NAD 83)
 BC1503
 BC1503                          SUPERSEDED SURVEY CONTROL
 BC1503
 BC1503  NGVD 29 (09/01/92)    1.981  (m)            6.50   (f) ADJUSTED    2 1
 BC1503
 BC1503.Superseded values are not recommended for survey control.
 BC1503
 BC1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1503.See file dsdata.pdf to determine how the superseded data were derived.
 BC1503
 BC1503_MARKER: DJ = TIDAL STATION DISK
 BC1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1503_STAMPING: 0216 C 1978
 BC1503_MARK LOGO: NOS
 BC1503_PROJECTION: FLUSH
 BC1503_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1503+STABILITY: SURFACE MOTION
 BC1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1503+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 BC1503
 BC1503  HISTORY     - Date     Condition        Report By
 BC1503  HISTORY     - 1978     MONUMENTED       NOS
 BC1503  HISTORY     - 1978     GOOD             FLDNR
 BC1503  HISTORY     - 1978     GOOD             FLDNR
 BC1503  HISTORY     - 20040616 GOOD             FLDEP
 BC1503
 BC1503                          STATION DESCRIPTION
 BC1503
 BC1503'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1503'4.3 MI SOUTH FROM GARDEN CITY.
 BC1503'BEGIN AT THE INTERSECTIONOF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1503'IN JACKSONVILLE, FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1503'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 1.0 MILES NORTHWESTERLY ALONG
 BC1503'RIBAULT SCENIC DRIVE TO THE LOCATION OF THE MARK. MARK BEARS 2 FEET
 BC1503'NORTH OF A CONCRETE BLOCK WALL, 67 FEET SOUTHEASTERLY OF THE SOUTHEAST
 BC1503'CORNER OF THE HOUSE AT 2603 RIBAULT SCENIC DRIVE, 33 FEET NORTH
 BC1503'OF THE CENTER LINE OF RIBAULT SCENIC DRIVE.
 BC1503
 BC1503                          STATION RECOVERY (1978)
 BC1503
 BC1503'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1503'BEGIN AT THE INTERSECTIONOF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1503'IN JACKSONVILLE, FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1503'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 1.0 MILES NORTHWESTERLY ALONG
 BC1503'RIBAULT SCENIC DRIVE TO THE LOCATION OF THE MARK. MARK BEARS 2 FEET
 BC1503'NORTH OF A CONCRETE BLOCK WALL, 67 FEET SOUTHEASTERLY OF THE SOUTHEAST
 BC1503'CORNER OF THE HOUSE AT 2603 RIBAULT SCENIC DRIVE, 33 FEET NORTH
 BC1503'OF THE CENTER LINE OF RIBAULT SCENIC DRIVE.
 BC1503
 BC1503                          STATION RECOVERY (2004)
 BC1503
 BC1503'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1503'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1503'
 BC1503'THE MARK IS IN JACKSONVILLE, IN SECTION 39, TOWNSHIP 1 SOUTH, RANGE 26
 BC1503'EAST.
 BC1503'
 BC1503'LOCATED 7.6 FT SOUTH OF WOODEN POWER POLE NO. 2590.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1502 ***********************************************************************
 BC1502  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1502  DESIGNATION -  872 0216 D TIDAL
 BC1502  PID         -  BC1502
 BC1502  STATE/COUNTY-  FL/DUVAL
 BC1502  COUNTRY     -  US
 BC1502  USGS QUAD   -  TROUT RIVER (2018)
 BC1502
 BC1502                         *CURRENT SURVEY CONTROL
 BC1502  ______________________________________________________________________
 BC1502* NAD 83(1986) POSITION- 30 23 51.     (N) 081 41 55.     (W)   SCALED
 BC1502* NAVD 88 ORTHO HEIGHT -     2.116 (meters)        6.94  (feet) ADJUSTED
 BC1502  ______________________________________________________________________
 BC1502  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 BC1502  DYNAMIC HEIGHT  -          2.114 (meters)        6.94  (feet) COMP
 BC1502  MODELED GRAVITY -    979,371.0   (mgal)                       NAVD 88
 BC1502
 BC1502  VERT ORDER      -  SECOND    CLASS I
 BC1502
 BC1502.The horizontal coordinates were scaled from a map and have
 BC1502.an estimated accuracy of +/- 6 seconds.
 BC1502
 BC1502.The orthometric height was determined by differential leveling and
 BC1502.adjusted by the NATIONAL GEODETIC SURVEY
 BC1502.in September 2006.
 BC1502
 BC1502.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1502.GEOID18 height accuracy estimate available here.
 BC1502
 BC1502.This Tidal Bench Mark is designated as VM 5107
 BC1502.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1502
 BC1502.Click photographs - Photos may exist for this station.
 BC1502
 BC1502.The dynamic height is computed by dividing the NAVD 88
 BC1502.geopotential number by the normal gravity value computed on the
 BC1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1502.degrees latitude (g = 980.6199 gals.).
 BC1502
 BC1502.The modeled gravity was interpolated from observed gravity values.
 BC1502
 BC1502;                    North         East    Units  Estimated Accuracy
 BC1502;SPC FL E     -   672,140.      132,870.      MT  (+/- 180 meters Scaled)
 BC1502
 BC1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP328630(NAD 83)
 BC1502
 BC1502                          SUPERSEDED SURVEY CONTROL
 BC1502
 BC1502  NAVD 88 (06/15/91)    2.122  (m)            6.96   (f) SUPERSEDED  2 1
 BC1502  NGVD 29 (09/01/92)    2.446  (m)            8.02   (f) ADJUSTED    2 1
 BC1502
 BC1502.Superseded values are not recommended for survey control.
 BC1502
 BC1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1502.See file dsdata.pdf to determine how the superseded data were derived.
 BC1502
 BC1502_MARKER: DJ = TIDAL STATION DISK
 BC1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1502_STAMPING: 0216 D 1978
 BC1502_MARK LOGO: NOS
 BC1502_PROJECTION: PROJECTING 3 CENTIMETERS
 BC1502_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1502+STABILITY: SURFACE MOTION
 BC1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1502+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 BC1502
 BC1502  HISTORY     - Date     Condition        Report By
 BC1502  HISTORY     - 1978     MONUMENTED       NOS
 BC1502  HISTORY     - 1978     GOOD             FLDNR
 BC1502  HISTORY     - 1978     GOOD             FLDNR
 BC1502  HISTORY     - 20040616 GOOD             FLDEP
 BC1502
 BC1502                          STATION DESCRIPTION
 BC1502
 BC1502'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1502'4.3 MI SOUTH FROM GARDEN CITY.
 BC1502'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1502'IN JACKSONVILLE ,FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1502'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 1.0 MILES NORTHWESTERLY ALONG
 BC1502'RIBAULT SCENIC DRIVE TO THE LOCATION OF THE MARK. MARK BEARS 43
 BC1502'FEET SOUTHWESTERLY OF THE INTERSECTION OF RIBAULT SCENIC DRIVE
 BC1502'AND RESTLAWN DRIVE, 2.3 FEET NORTHERLY OF THE NORTHEAST CORNER
 BC1502'OF RESTLAWN CEMENTARY, 9.5 FEET SOUTH OF UTILITY POLE, 73 FEET
 BC1502'SOUTH OF TIDAL BENCH MARK 0216 C 1978.
 BC1502
 BC1502                          STATION RECOVERY (1978)
 BC1502
 BC1502'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1502'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1502'IN JACKSONVILLE ,FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1502'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 1.0 MILES NORTHWESTERLY ALONG
 BC1502'RIBAULT SCENIC DRIVE TO THE LOCATION OF THE MARK. MARK BEARS 43
 BC1502'FEET SOUTHWESTERLY OF THE INTERSECTION OF RIBAULT SCENIC DRIVE
 BC1502'AND RESTLAWN DRIVE, 2.3 FEET NORTHERLY OF THE NORTHEAST CORNER
 BC1502'OF RESTLAWN CEMENTARY, 9.5 FEET SOUTH OF UTILITY POLE, 73 FEET
 BC1502'SOUTH OF TIDAL BENCH MARK 0216 C 1978.
 BC1502
 BC1502                          STATION RECOVERY (2004)
 BC1502
 BC1502'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1502'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1502'
 BC1502'THE MARK IS IN JACKSONVILLE, IN SECTION 39, TOWNSHIP 1 SOUTH, RANGE 26
 BC1502'EAST.
 BC1502'
 BC1502'LOCATED 7.6 FT SOUTH OF WOODEN POWER POLE NO. 2590.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1501 ***********************************************************************
 BC1501  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1501  DESIGNATION -  872 0216 E TIDAL
 BC1501  PID         -  BC1501
 BC1501  STATE/COUNTY-  FL/DUVAL
 BC1501  COUNTRY     -  US
 BC1501  USGS QUAD   -  TROUT RIVER (2018)
 BC1501
 BC1501                         *CURRENT SURVEY CONTROL
 BC1501  ______________________________________________________________________
 BC1501* NAD 83(1986) POSITION- 30 23 54.     (N) 081 41 46.     (W)   SCALED
 BC1501* NAVD 88 ORTHO HEIGHT -     1.078 (meters)        3.54  (feet) ADJUSTED
 BC1501  ______________________________________________________________________
 BC1501  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 BC1501  DYNAMIC HEIGHT  -          1.076 (meters)        3.53  (feet) COMP
 BC1501  MODELED GRAVITY -    979,371.2   (mgal)                       NAVD 88
 BC1501
 BC1501  VERT ORDER      -  SECOND    CLASS I
 BC1501
 BC1501.The horizontal coordinates were scaled from a map and have
 BC1501.an estimated accuracy of +/- 6 seconds.
 BC1501
 BC1501.The orthometric height was determined by differential leveling and
 BC1501.adjusted by the NATIONAL GEODETIC SURVEY
 BC1501.in September 2006.
 BC1501
 BC1501.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1501.GEOID18 height accuracy estimate available here.
 BC1501
 BC1501.This Tidal Bench Mark is designated as VM 5108
 BC1501.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1501
 BC1501.Click photographs - Photos may exist for this station.
 BC1501
 BC1501.The dynamic height is computed by dividing the NAVD 88
 BC1501.geopotential number by the normal gravity value computed on the
 BC1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1501.degrees latitude (g = 980.6199 gals.).
 BC1501
 BC1501.The modeled gravity was interpolated from observed gravity values.
 BC1501
 BC1501;                    North         East    Units  Estimated Accuracy
 BC1501;SPC FL E     -   672,230.      133,110.      MT  (+/- 180 meters Scaled)
 BC1501
 BC1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP331631(NAD 83)
 BC1501
 BC1501                          SUPERSEDED SURVEY CONTROL
 BC1501
 BC1501  NAVD 88 (06/15/91)    1.092  (m)            3.58   (f) SUPERSEDED  2 1
 BC1501  NGVD 29 (09/01/92)    1.416  (m)            4.65   (f) ADJUSTED    2 1
 BC1501
 BC1501.Superseded values are not recommended for survey control.
 BC1501
 BC1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1501.See file dsdata.pdf to determine how the superseded data were derived.
 BC1501
 BC1501_MARKER: DJ = TIDAL STATION DISK
 BC1501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1501_STAMPING: 0216 E 1978
 BC1501_MARK LOGO: NOS
 BC1501_PROJECTION: FLUSH
 BC1501_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1501+STABILITY: SURFACE MOTION
 BC1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1501+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2009
 BC1501
 BC1501  HISTORY     - Date     Condition        Report By
 BC1501  HISTORY     - 1978     MONUMENTED       NOS
 BC1501  HISTORY     - 1978     GOOD             FLDNR
 BC1501  HISTORY     - 1978     GOOD             FLDNR
 BC1501  HISTORY     - 20040616 GOOD             FLDEP
 BC1501  HISTORY     - 20090916 GOOD             EXACTA
 BC1501
 BC1501                          STATION DESCRIPTION
 BC1501
 BC1501'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1501'4.3 MI SOUTH FROM GARDEN CITY.
 BC1501'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1501'IN JACKSONVILLE, FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1501'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 0.9 MILES NORTHWESTERLY
 BC1501'ALONG RIBAULT SCENIC DRIVE TO THE LOCATION OF THE MARK. MARK BEARS
 BC1501'23 FEET NORTH OF CENTER LINE OF RIBAULT SCENIC DRIVE, 4 FEET EAST
 BC1501'OF UTILITY POLE, 110 FEET NORTH OF A HOUSE AT 2340 RIBAULT
 BC1501'SCENIC DRIVE.
 BC1501
 BC1501                          STATION RECOVERY (1978)
 BC1501
 BC1501'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1501'BEGIN AT THE INTERSECTION OF EDGEWOOD AVENUE AND LEM TURNER ROAD
 BC1501'IN JACKSONVILLE, FLORIDA. PROCEED 0.34 MILES NORTH ALONG LEM TURNER
 BC1501'ROAD TO RIBAULT SCENIC DRIVE. PROCEED 0.9 MILES NORTHWESTERLY
 BC1501'ALONG RIBAULT SCENIC DRIVE TO THE LOCATION OF THE MARK. MARK BEARS
 BC1501'23 FEET NORTH OF CENTER LINE OF RIBAULT SCENIC DRIVE, 4 FEET EAST
 BC1501'OF UTILITY POLE, 110 FEET NORTH OF A HOUSE AT 2340 RIBAULT
 BC1501'SCENIC DRIVE.
 BC1501
 BC1501                          STATION RECOVERY (2004)
 BC1501
 BC1501'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1501'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1501'
 BC1501'THE MARK IS IN JACKSONVILLE, IN SECTION 37, TOWNSHIP 1 SOUTH, RANGE 26
 BC1501'EAST.
 BC1501'
 BC1501'LOCATED 22.0 FT NORTHWEST OF CONCRETE POWER POLE NO. 539 JEA 090115.
 BC1501
 BC1501                          STATION RECOVERY (2009)
 BC1501
 BC1501'RECOVERY NOTE BY EXACTA FL SURVEYING 2009 (CDM)
 BC1501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0716 ***********************************************************************
 DI0716  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0716  DESIGNATION -  872 0216 F TIDAL
 DI0716  PID         -  DI0716
 DI0716  STATE/COUNTY-  FL/DUVAL
 DI0716  COUNTRY     -  US
 DI0716  USGS QUAD   -  TROUT RIVER (2018)
 DI0716
 DI0716                         *CURRENT SURVEY CONTROL
 DI0716  ______________________________________________________________________
 DI0716* NAD 83(1986) POSITION- 30 23 52.     (N) 081 41 59.     (W)   SCALED
 DI0716* NAVD 88 ORTHO HEIGHT -     1.667 (meters)        5.47  (feet) ADJUSTED
 DI0716  ______________________________________________________________________
 DI0716  GEOID HEIGHT    -        -28.250 (meters)                     GEOID18
 DI0716  DYNAMIC HEIGHT  -          1.665 (meters)        5.46  (feet) COMP
 DI0716  MODELED GRAVITY -    979,370.9   (mgal)                       NAVD 88
 DI0716
 DI0716  VERT ORDER      -  SECOND    CLASS I
 DI0716
 DI0716.The horizontal coordinates were scaled from a map and have
 DI0716.an estimated accuracy of +/- 6 seconds.
 DI0716
 DI0716.The orthometric height was determined by differential leveling and
 DI0716.adjusted by the NATIONAL GEODETIC SURVEY
 DI0716.in September 2006.
 DI0716
 DI0716.No vertical observational check was made to the station.
 DI0716
 DI0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0716.GEOID18 height accuracy estimate available here.
 DI0716
 DI0716.This Tidal Bench Mark is designated as VM 19280
 DI0716.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0716
 DI0716.Click photographs - Photos may exist for this station.
 DI0716
 DI0716.The dynamic height is computed by dividing the NAVD 88
 DI0716.geopotential number by the normal gravity value computed on the
 DI0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0716.degrees latitude (g = 980.6199 gals.).
 DI0716
 DI0716.The modeled gravity was interpolated from observed gravity values.
 DI0716
 DI0716;                    North         East    Units  Estimated Accuracy
 DI0716;SPC FL E     -   672,170.      132,760.      MT  (+/- 180 meters Scaled)
 DI0716
 DI0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP327630(NAD 83)
 DI0716
 DI0716                          SUPERSEDED SURVEY CONTROL
 DI0716
 DI0716.No superseded survey control is available for this station.
 DI0716
 DI0716_MARKER: F = FLANGE-ENCASED ROD
 DI0716_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI0716_STAMPING: 0216 F 2004
 DI0716_MARK LOGO: NGS
 DI0716_PROJECTION: FLUSH
 DI0716_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0716+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 DI0716_ROD/PIPE-DEPTH: 17.1 meters
 DI0716
 DI0716  HISTORY     - Date     Condition        Report By
 DI0716  HISTORY     - 20040616 MONUMENTED       FLDEP
 DI0716
 DI0716                          STATION DESCRIPTION
 DI0716
 DI0716'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0716'THE MARK IS 3.0 MI SOUTH OF GARDEN CITY IN JACKSONVILLE, IN SECTION
 DI0716'39, TOWNSHIP 1 SOUTH, RANGE  26 EAST.
 DI0716'
 DI0716'TO REACH THE MARK FROM THE INTERSECTION OF EDGEWOOD AVENUE AND LEM
 DI0716'TURNER ROAD IN  JACKSONVILLE, GO NORTHWEST ON LEM TURNER ROAD FOR 0.35
 DI0716'MI TO THE JUNCTION WITH RIBAULT SCENIC  DRIVE ON THE LEFT, TURN LEFT
 DI0716'ON RIBAULT SCENIC DRIVE AND GO NORTHWESTERLY FOR 1.1 MI TO THE MARK
 DI0716'ON THE LEFT (0.1 MI WEST OF RESTLAWN CEMETARY), A STAINLESS STEEL ROD
 DI0716'DRIVEN TO REFUSAL AT A  DEPTH OF 56.0 FT WITH A 5-INCH NGS LOGO CAP
 DI0716'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH RIBAULT  SCENIC DRIVE, THE
 DI0716'DATUM POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DI0716'
 DI0716'LOCATED 204.0 FT EAST OF THE CENTERLINE LAGNEY DRIVE, 40.3 FT
 DI0716'WEST-SOUTHWEST OF THE WEST END OF  THE SOUTHWEST CONCRETE BRIDGE RAIL,
 DI0716'26.2 FT SOUTH OF THE CENTERLINE OF RIBAULT SCENIC DRIVE, 23.5  FT WEST
 DI0716'OF THE WEST END OF A 3.0-FT WIDE CONCRETE BRIDGE RETAINING WALL, 12.0
 DI0716'FT WEST OF WOODEN  LIGHT POLE NO. 2708111612, 4.0 FT SOUTH OF A METAL
 DI0716'GUARD RAIL AND 1.0 FT NORTH OF A CARSONITE  WITNESS POST.
 DI0716'
 DI0716'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A NGS LOGO CAP.
 DI0716'
 DI0716'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0714 ***********************************************************************
 DI0714  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0714  DESIGNATION -  872 0216 G TIDAL
 DI0714  PID         -  DI0714
 DI0714  STATE/COUNTY-  FL/DUVAL
 DI0714  COUNTRY     -  US
 DI0714  USGS QUAD   -  TROUT RIVER (2018)
 DI0714
 DI0714                         *CURRENT SURVEY CONTROL
 DI0714  ______________________________________________________________________
 DI0714* NAD 83(1986) POSITION- 30 23 52.     (N) 081 41 56.     (W)   SCALED
 DI0714* NAVD 88 ORTHO HEIGHT -     1.640 (meters)        5.38  (feet) ADJUSTED
 DI0714  ______________________________________________________________________
 DI0714  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 DI0714  DYNAMIC HEIGHT  -          1.638 (meters)        5.37  (feet) COMP
 DI0714  MODELED GRAVITY -    979,370.9   (mgal)                       NAVD 88
 DI0714
 DI0714  VERT ORDER      -  SECOND    CLASS I
 DI0714
 DI0714.The horizontal coordinates were scaled from a map and have
 DI0714.an estimated accuracy of +/- 6 seconds.
 DI0714
 DI0714.The orthometric height was determined by differential leveling and
 DI0714.adjusted by the NATIONAL GEODETIC SURVEY
 DI0714.in September 2006.
 DI0714
 DI0714.No vertical observational check was made to the station.
 DI0714
 DI0714.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0714.GEOID18 height accuracy estimate available here.
 DI0714
 DI0714.This Tidal Bench Mark is designated as VM 19281
 DI0714.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0714
 DI0714.Click photographs - Photos may exist for this station.
 DI0714
 DI0714.The dynamic height is computed by dividing the NAVD 88
 DI0714.geopotential number by the normal gravity value computed on the
 DI0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0714.degrees latitude (g = 980.6199 gals.).
 DI0714
 DI0714.The modeled gravity was interpolated from observed gravity values.
 DI0714
 DI0714;                    North         East    Units  Estimated Accuracy
 DI0714;SPC FL E     -   672,170.      132,840.      MT  (+/- 180 meters Scaled)
 DI0714
 DI0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP328630(NAD 83)
 DI0714
 DI0714                          SUPERSEDED SURVEY CONTROL
 DI0714
 DI0714.No superseded survey control is available for this station.
 DI0714
 DI0714_MARKER: DD = SURVEY DISK
 DI0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0714_STAMPING: 0216 G 2004
 DI0714_MARK LOGO: FLDEP
 DI0714_PROJECTION: FLUSH
 DI0714_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0714+STABILITY: SURFACE MOTION
 DI0714_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0714+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 DI0714
 DI0714  HISTORY     - Date     Condition        Report By
 DI0714  HISTORY     - 20040616 MONUMENTED       FLDEP
 DI0714
 DI0714                          STATION DESCRIPTION
 DI0714
 DI0714'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0714'THE MARK IS 3.0 MI SOUTH OF GARDEN CITY IN JACKSONVILLE, IN SECTION
 DI0714'39, TOWNSHIP 1 SOUTH, RANGE  26 EAST.
 DI0714'
 DI0714'TO REACH THE MARK FROM THE INTERSECTION OF EDGEWOOD AVENUE AND LEM
 DI0714'TURNER ROAD IN  JACKSONVILLE, GO NORTHWEST ON LEM TURNER ROAD FOR 0.35
 DI0714'MI TO THE JUNCTION WITH RIBAULT SCENIC  DRIVE ON THE LEFT, TURN LEFT
 DI0714'ON RIBAULT SCENIC DRIVE AND GO NORTHWESTERLY FOR 1.0 MI TO THE MARK
 DI0714'ON THE LEFT (NEAR THE NORTHWEST CORNER OF RESTLAWN CEMETARY), SET IN
 DI0714'THE TOP OF A ROUND  CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DI0714'
 DI0714'LOCATED 125.0 FT WEST OF THE CENTERLINE OF THE CEMETARY ENTRANCE ROAD,
 DI0714'47.5 FT SOUTH OF THE  CENTERLINE OF RIBAULT DRIVE, 16.7 FT
 DI0714'EAST-SOUTHEAST OF WOODEN POWER POLE NO. 2602 AND 2.0 FT  NORTH OF A
 DI0714'CONCRETE WALL SURROUNDING THE CEMETARY AND A CARSONITE WITNESS POST.
 DI0714'
 DI0714'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0715 ***********************************************************************
 DI0715  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0715  DESIGNATION -  872 0216 H TIDAL
 DI0715  PID         -  DI0715
 DI0715  STATE/COUNTY-  FL/DUVAL
 DI0715  COUNTRY     -  US
 DI0715  USGS QUAD   -  TROUT RIVER (2018)
 DI0715
 DI0715                         *CURRENT SURVEY CONTROL
 DI0715  ______________________________________________________________________
 DI0715* NAD 83(1986) POSITION- 30 23 56.     (N) 081 41 54.     (W)   SCALED
 DI0715* NAVD 88 ORTHO HEIGHT -     0.696 (meters)        2.28  (feet) ADJUSTED
 DI0715  ______________________________________________________________________
 DI0715  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 DI0715  DYNAMIC HEIGHT  -          0.695 (meters)        2.28  (feet) COMP
 DI0715  MODELED GRAVITY -    979,371.1   (mgal)                       NAVD 88
 DI0715
 DI0715  VERT ORDER      -  SECOND    CLASS I
 DI0715
 DI0715.The horizontal coordinates were scaled from a map and have
 DI0715.an estimated accuracy of +/- 6 seconds.
 DI0715
 DI0715.The orthometric height was determined by differential leveling and
 DI0715.adjusted by the NATIONAL GEODETIC SURVEY
 DI0715.in September 2006.
 DI0715
 DI0715.No vertical observational check was made to the station.
 DI0715
 DI0715.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0715.GEOID18 height accuracy estimate available here.
 DI0715
 DI0715.This Tidal Bench Mark is designated as VM 19282
 DI0715.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0715
 DI0715.Click photographs - Photos may exist for this station.
 DI0715
 DI0715.The dynamic height is computed by dividing the NAVD 88
 DI0715.geopotential number by the normal gravity value computed on the
 DI0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0715.degrees latitude (g = 980.6199 gals.).
 DI0715
 DI0715.The modeled gravity was interpolated from observed gravity values.
 DI0715
 DI0715;                    North         East    Units  Estimated Accuracy
 DI0715;SPC FL E     -   672,290.      132,900.      MT  (+/- 180 meters Scaled)
 DI0715
 DI0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP329631(NAD 83)
 DI0715
 DI0715                          SUPERSEDED SURVEY CONTROL
 DI0715
 DI0715.No superseded survey control is available for this station.
 DI0715
 DI0715_MARKER: DD = SURVEY DISK
 DI0715_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI0715_SP_SET: DOCK WALKWAY
 DI0715_STAMPING: 0216 H 2004
 DI0715_MARK LOGO: FLDEP
 DI0715_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0715+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 DI0715
 DI0715  HISTORY     - Date     Condition        Report By
 DI0715  HISTORY     - 20040616 MONUMENTED       FLDEP
 DI0715
 DI0715                          STATION DESCRIPTION
 DI0715
 DI0715'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0715'THE MARK IS ABOUT 3.0 MI SOUTH 0F GARDEN CITY IN JACKSONVILLE, IN
 DI0715'SECTION 39, TOWNSHIP 1 SOUTH,  RANGE 26 EAST.
 DI0715'
 DI0715'TO REACH THE MARK FROM THE INTERSECTION OF EDGEWOOD AVENUE AND LEM
 DI0715'TURNER ROAD IN  JACKSONVILLE, GO NORTHWEST ON LEM TURNER ROAD FOR 0.35
 DI0715'MI TO THE JUNCTION OF RIBAULT SCENIC  DRIVE ON THE LEFT, TURN LEFT ON
 DI0715'RIBAULT SCENIC DRIVE AND GO NORTHWESTERLY FOR 1.0 MI TO THE MARK  ON
 DI0715'THE RIGHT (ACROSS FROM RESTLAWN CEMETARY), SET FLUSH IN THE TOP OF A
 DI0715'CONCRETE WALKWAY TO A  DOCK FOR THE RIBAULT RIVER BRIDGE.
 DI0715'
 DI0715'LOCATED 238.2 FT NORTH OF THE CENTERLINE OF RIBAULT SCENIC DRIVE,
 DI0715'213.0 FT NORTHWEST OF THE  NORTHWEST CORNER 0F A 17.0 FT SQUARE BURIAL
 DI0715'VAULT, 39.0 FT NORTHEAST OF A 22-INCH PINE TREE, 34.9 FT  NORTHEAST OF
 DI0715'A WOODEN LIGHT POLE NO. 2065 B 111609, 20.2 FT NORTHWEST OF A 22-INCH
 DI0715'PINE TREE, 18.3 FT  SOUTH OF THE NORTH EDGE OF A CONCRETE DOCK, 2.4 FT
 DI0715'WEST OF THE EAST EDGE OF THE CONCRETE  WALKWAY, 2.0 FT EAST OF THE
 DI0715'WEST EDGE OF THE WALKWAY AND 0.6 FT NORTH OF THE SOUTH EDGE OF THE
 DI0715'WALKWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1464 ***********************************************************************
 BC1464  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1464  DESIGNATION -  872 0217 A TIDAL
 BC1464  PID         -  BC1464
 BC1464  STATE/COUNTY-  FL/DUVAL
 BC1464  COUNTRY     -  US
 BC1464  USGS QUAD   -  TROUT RIVER (2018)
 BC1464
 BC1464                         *CURRENT SURVEY CONTROL
 BC1464  ______________________________________________________________________
 BC1464* NAD 83(1986) POSITION- 30 23 30.     (N) 081 39 51.     (W)   SCALED
 BC1464* NAVD 88 ORTHO HEIGHT -     2.015 (meters)        6.61  (feet) ADJUSTED
 BC1464  ______________________________________________________________________
 BC1464  GEOID HEIGHT    -        -28.271 (meters)                     GEOID18
 BC1464  DYNAMIC HEIGHT  -          2.012 (meters)        6.60  (feet) COMP
 BC1464  MODELED GRAVITY -    979,370.4   (mgal)                       NAVD 88
 BC1464
 BC1464  VERT ORDER      -  SECOND    CLASS I
 BC1464
 BC1464.The horizontal coordinates were scaled from a map and have
 BC1464.an estimated accuracy of +/- 6 seconds.
 BC1464
 BC1464.The orthometric height was determined by differential leveling and
 BC1464.adjusted by the NATIONAL GEODETIC SURVEY
 BC1464.in June 2006.
 BC1464
 BC1464.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1464.GEOID18 height accuracy estimate available here.
 BC1464
 BC1464.This Tidal Bench Mark is designated as VM 10702
 BC1464.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1464
 BC1464.Click photographs - Photos may exist for this station.
 BC1464
 BC1464.The dynamic height is computed by dividing the NAVD 88
 BC1464.geopotential number by the normal gravity value computed on the
 BC1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1464.degrees latitude (g = 980.6199 gals.).
 BC1464
 BC1464.The modeled gravity was interpolated from observed gravity values.
 BC1464
 BC1464;                    North         East    Units  Estimated Accuracy
 BC1464;SPC FL E     -   671,470.      136,170.      MT  (+/- 180 meters Scaled)
 BC1464
 BC1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP361623(NAD 83)
 BC1464
 BC1464                          SUPERSEDED SURVEY CONTROL
 BC1464
 BC1464  NAVD 88 (06/15/91)    2.017  (m)            6.62   (f) SUPERSEDED  2 1
 BC1464  NGVD 29 (09/01/92)    2.341  (m)            7.68   (f) ADJUSTED    2 1
 BC1464
 BC1464.Superseded values are not recommended for survey control.
 BC1464
 BC1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1464.See file dsdata.pdf to determine how the superseded data were derived.
 BC1464
 BC1464_MARKER: DJ = TIDAL STATION DISK
 BC1464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1464_STAMPING: 0217 A
 BC1464_MARK LOGO: NOS
 BC1464_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1464+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2004
 BC1464
 BC1464  HISTORY     - Date     Condition        Report By
 BC1464  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1464  HISTORY     - 20040616 GOOD             FLDEP
 BC1464
 BC1464                          STATION DESCRIPTION
 BC1464
 BC1464'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1464'JACKSONVILLE.
 BC1464'FROM THE INTERSECTION OF US HIGHWAY I 95 AND EDGEWOOD AVENUE, PROCEED
 BC1464'EAST ALONG EDGEWOOD AVENUE 0.3 MILES. MARK BEARS 26 FEET NORTHEAST OF
 BC1464'EDGEWOOD AVENUE WESTBOUND LANE CENTERLINE, 5 FEET SOUTHWEST OF A LARGE
 BC1464'WOODEN POWER POLE, 106 FEET SOUTHEAST OF MERLE DRIVE CENTERLINE. MARK
 BC1464'IS AN NOS TIDAL BENCH MARK.
 BC1464
 BC1464                          STATION RECOVERY (2004)
 BC1464
 BC1464'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1464'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1464'
 BC1464'THE MARK IS IN JACKSONVILLE, IN SECTION 37, TOWNSHIP 1 SOUTH, RANGE 26
 BC1464'EAST.
 BC1464'
 BC1464'LOCATED 22.0 FT NORTHWEST OF CONCRETE POWER POLE NO. 539 JEA 090115.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9221 ***********************************************************************
 DI9221  TIDAL BM    -  This is a Tidal Bench Mark.
 DI9221  DESIGNATION -  872 0218 A
 DI9221  PID         -  DI9221
 DI9221  STATE/COUNTY-  FL/DUVAL
 DI9221  COUNTRY     -  US
 DI9221  USGS QUAD   -  MAYPORT (2018)
 DI9221
 DI9221                         *CURRENT SURVEY CONTROL
 DI9221  ______________________________________________________________________
 DI9221* NAD 83(2011) POSITION- 30 23 50.44290(N) 081 25 39.31497(W)   ADJUSTED
 DI9221* NAD 83(2011) ELLIP HT-   -27.227 (meters)        (06/27/12)   ADJUSTED
 DI9221* NAD 83(2011) EPOCH   -  2010.00
 DI9221* NAVD 88 ORTHO HEIGHT -     1.322 (meters)        4.34  (feet) ADJUSTED
 DI9221  ______________________________________________________________________
 DI9221  GEOID HEIGHT    -        -28.552 (meters)                     GEOID18
 DI9221  NAD 83(2011) X  -    820,731.700 (meters)                     COMP
 DI9221  NAD 83(2011) Y  - -5,444,564.620 (meters)                     COMP
 DI9221  NAD 83(2011) Z  -  3,208,429.993 (meters)                     COMP
 DI9221  LAPLACE CORR    -         -1.50  (seconds)                    DEFLEC18
 DI9221  DYNAMIC HEIGHT  -          1.320 (meters)        4.33  (feet) COMP
 DI9221  MODELED GRAVITY -    979,365.0   (mgal)                       NAVD 88
 DI9221
 DI9221  VERT ORDER      -  FIRST     CLASS II
 DI9221
 DI9221  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI9221  Standards:
 DI9221         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI9221            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI9221  -------------------------------------------------------------------
 DI9221  NETWORK    0.34   0.86           0.14   0.14   0.44     -0.00845662
 DI9221  -------------------------------------------------------------------
 DI9221  Click here for local accuracies and other accuracy information.
 DI9221
 DI9221.The horizontal coordinates were established by GPS observations
 DI9221.and adjusted by the National Geodetic Survey in June 2012.
 DI9221
 DI9221.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI9221.been affixed to the stable North American tectonic plate. See 
 DI9221.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI9221
 DI9221.The horizontal coordinates are valid at the epoch date displayed above
 DI9221.which is a decimal equivalence of Year/Month/Day.
 DI9221
 DI9221.The orthometric height was determined by differential leveling and
 DI9221.adjusted by the NATIONAL GEODETIC SURVEY
 DI9221.in January 2010.
 DI9221
 DI9221.No vertical observational check was made to the station.
 DI9221
 DI9221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9221.GEOID18 height accuracy estimate available here.
 DI9221
 DI9221.This Tidal Bench Mark is designated as VM 13512
 DI9221.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI9221
 DI9221.Click photographs - Photos may exist for this station.
 DI9221
 DI9221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI9221
 DI9221.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI9221
 DI9221.The ellipsoidal height was determined by GPS observations
 DI9221.and is referenced to NAD 83.
 DI9221
 DI9221.The dynamic height is computed by dividing the NAVD 88
 DI9221.geopotential number by the normal gravity value computed on the
 DI9221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9221.degrees latitude (g = 980.6199 gals.).
 DI9221
 DI9221.The modeled gravity was interpolated from observed gravity values.
 DI9221
 DI9221. The following values were computed from the NAD 83(2011) position.
 DI9221
 DI9221;                    North         East     Units Scale Factor Converg.
 DI9221;SPC FL E     -   671,990.611   158,911.250   MT  0.99996200   -0 12 58.9
 DI9221;SPC FL E     - 2,204,689.20    521,361.33   sFT  0.99996200   -0 12 58.9
 DI9221;UTM  17      - 3,362,893.312   458,925.269   MT  0.99962081   -0 12 58.9
 DI9221
 DI9221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI9221!SPC FL E     -   1.00000428  x   0.99996200  =   0.99996628
 DI9221!UTM  17      -   1.00000428  x   0.99962081  =   0.99962508
 DI9221
 DI9221:                Primary Azimuth Mark                     Grid Az
 DI9221:SPC FL E     -  872 0211 A                               079 54 14.3
 DI9221:UTM  17      -  872 0211 A                               079 54 14.3
 DI9221
 DI9221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5892562893(NAD 83)
 DI9221
 DI9221|---------------------------------------------------------------------|
 DI9221| PID    Reference Object                     Distance      Geod. Az  |
 DI9221|                                                           dddmmss.s |
 DI9221| DI9219 872 0211 A                          APPROX. 1.5 KM 0794115.4 |
 DI9221| BC2486 872 0220 A                          APPROX. 0.6 KM 2183034.8 |
 DI9221|---------------------------------------------------------------------|
 DI9221
 DI9221                          SUPERSEDED SURVEY CONTROL
 DI9221
 DI9221  NAD 83(2007)-  30 23 50.44324(N)    081 25 39.31589(W) AD(2002.00) B
 DI9221  ELLIP H (06/10/09)  -27.274  (m)                       GP(2002.00) 3 2
 DI9221  NAD 83(1999)-  30 23 50.44315(N)    081 25 39.31591(W) AD(       ) B
 DI9221  ELLIP H (06/27/07)  -27.202  (m)                       GP(       ) 3 2
 DI9221  NAVD 88 (06/27/07)    1.34   (m)  GEOID03  model used  GPS OBS        
 DI9221
 DI9221.Superseded values are not recommended for survey control.
 DI9221
 DI9221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI9221.See file dsdata.pdf to determine how the superseded data were derived.
 DI9221
 DI9221_MARKER: F = FLANGE-ENCASED ROD
 DI9221_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI9221_STAMPING: 0218 A 1995
 DI9221_MARK LOGO: NOS
 DI9221_PROJECTION: FLUSH
 DI9221_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI9221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI9221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9221+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DI9221_ROD/PIPE-DEPTH: 20.7 meters
 DI9221
 DI9221  HISTORY     - Date     Condition        Report By
 DI9221  HISTORY     - 1995     MONUMENTED       NOS
 DI9221  HISTORY     - 2006     GOOD             FLDEP
 DI9221  HISTORY     - 20070523 GOOD             FLDEP
 DI9221
 DI9221                          STATION DESCRIPTION
 DI9221
 DI9221'DESCRIBED BY FL DEPT OF ENV PRO 2006 (RH)
 DI9221'THE MARK IS IN MAYPORT, IN THE SAINT JOHNS BAR PILOT ASSOCIATION,
 DI9221'ESTIMATED SECTION 30,  TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 DI9221'
 DI9221'TO REACH THE MARK FROM THE SAINT JOHNS RIVER FERRY LANDING AT THE
 DI9221'INTERSECTION OF  BROAD STREET AND OCEAN STREET (STATE HIGHWAY A1A) IN
 DI9221'MAYPORT, GO NORTHEAST ON OCEAN  STREET (STATE HIGHWAY A1A) FOR 0.15 MI
 DI9221'TO THE ENTRANCE TO THE SAINT JOHNS BAR PILOT  ASSOCIATION AND THE MARK
 DI9221'ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A  DEPTH OF
 DI9221'67.8 FT WITH A NOS LOGO CAP FLUSH WITH THE GROUND, THE DATUM POINT IS
 DI9221'RECESSED  0.3 FT BELOW THE LEVEL OF THE NOS LOGO CAP.
 DI9221'
 DI9221'LOCATED 462.5 FT NORTH OF THE APPROXIMATE CENTER OF OCEAN STREET
 DI9221'(STATE HIGHWAY A1A),  218.5 FT WEST OF THE CENTER OF THE PILOT
 DI9221'ASSOCIATION DOCK, 218.0 FT SOUTHWEST OF THE  PILOT BUILDING, 122.6 FT
 DI9221'WEST OF THE NORTHWEST CORNER OF THE PILOT ASSOCIATION CLUB, 63.0  FT
 DI9221'NORTH-NORTHWEST OF A POWER POLE WITH TWO LIGHTS ON THE TOP AND 1.0 FT
 DI9221'SOUTHWEST  OF THE NORTHWEST END OF A 6.0 FT TALL CHAINLINK FENCE LINE.
 DI9221'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.
 DI9221
 DI9221                          STATION RECOVERY (2007)
 DI9221
 DI9221'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 DI9221'THE MARK IS IN MAYPORT, AT THE SAINT JOHNS BAR PILOT ASSOCIATION,
 DI9221'ESTIMATED SECTION 30, TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 DI9221'
 DI9221'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE
 DI9221'HIGHWAY 10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF
 DI9221'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6
 DI9221'KM) TO THE JUNCTION OF STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET)
 DI9221'AND STATE HIGHWAY A1A NORTH (STATE ROAD) ON THE LEFT, TURN LEFT ON
 DI9221'STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) AND GO NORTHWEST FOR
 DI9221'3.65 MI (5.9 KM) TO THE ENTRANCE TO THE SAINT JOHNS BAR PILOT
 DI9221'ASSOCIATION AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO
 DI9221'REFUSAL AT A DEPTH OF 67.8 FT (23.1 M) WITH A NOS LOGO CAP FLUSH WITH
 DI9221'THE GROUND AND LEVEL WITH OCEAN STREET, THE DATUM POINT IS RECESSED
 DI9221'0.3 FT (0.1 M) BELOW THE LEVEL OF THE NOS LOGO CAP.
 DI9221'
 DI9221'LOCATED 462.5 FT (141.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DI9221'OCEAN STREET, 218.5 FT (66.6 M) WEST OF THE CENTER OF THE PILOT
 DI9221'ASSOCIATION DOCK, 218.0 FT (66.4 M) SOUTHWEST OF THE PILOT ASSOCIATION
 DI9221'BUILDING, 122.6 FT (37.4 M) WEST OF THE NORTHWEST CORNER OF THE PILOT
 DI9221'ASSOCIATION CLUB, 63.0 FT (19.2 M) NORTH-NORTHWEST OF A POWER POLE
 DI9221'WITH TWO LIGHTS ATTACHED AND 1.0 FT (0.3 M) SOUTHWEST OF THE NORTHWEST
 DI9221'END OF A 6.0 FT (1.8 M) TALL CHAIN LINK FENCE.
 DI9221'
 DI9221'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 DI9221'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5746 ***********************************************************************
 DL5746  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5746  DESIGNATION -  872 0218 B
 DL5746  PID         -  DL5746
 DL5746  STATE/COUNTY-  FL/DUVAL
 DL5746  COUNTRY     -  US
 DL5746  USGS QUAD   -  MAYPORT (2018)
 DL5746
 DL5746                         *CURRENT SURVEY CONTROL
 DL5746  ______________________________________________________________________
 DL5746* NAD 83(1986) POSITION- 30 23 47.     (N) 081 25 36.     (W)   SCALED
 DL5746* NAVD 88 ORTHO HEIGHT -     2.689 (meters)        8.82  (feet) ADJUSTED
 DL5746  ______________________________________________________________________
 DL5746  GEOID HEIGHT    -        -28.553 (meters)                     GEOID18
 DL5746  DYNAMIC HEIGHT  -          2.686 (meters)        8.81  (feet) COMP
 DL5746  MODELED GRAVITY -    979,364.9   (mgal)                       NAVD 88
 DL5746
 DL5746  VERT ORDER      -  FIRST     CLASS II
 DL5746
 DL5746.The horizontal coordinates were scaled from a map and have
 DL5746.an estimated accuracy of +/- 6 seconds.
 DL5746
 DL5746.The orthometric height was determined by differential leveling and
 DL5746.adjusted by the NATIONAL GEODETIC SURVEY
 DL5746.in January 2010.
 DL5746
 DL5746.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5746.GEOID18 height accuracy estimate available here.
 DL5746
 DL5746.This Tidal Bench Mark is designated as VM 13513
 DL5746.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5746
 DL5746.Click photographs - Photos may exist for this station.
 DL5746
 DL5746.The dynamic height is computed by dividing the NAVD 88
 DL5746.geopotential number by the normal gravity value computed on the
 DL5746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5746.degrees latitude (g = 980.6199 gals.).
 DL5746
 DL5746.The modeled gravity was interpolated from observed gravity values.
 DL5746
 DL5746;                    North         East    Units  Estimated Accuracy
 DL5746;SPC FL E     -   671,880.      159,000.      MT  (+/- 180 meters Scaled)
 DL5746
 DL5746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP590627(NAD 83)
 DL5746
 DL5746                          SUPERSEDED SURVEY CONTROL
 DL5746
 DL5746.No superseded survey control is available for this station.
 DL5746
 DL5746_MARKER: F = FLANGE-ENCASED ROD
 DL5746_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL5746_STAMPING: 0218 B 1995
 DL5746_MARK LOGO: NOS
 DL5746_PROJECTION: FLUSH
 DL5746_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5746+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DL5746_ROD/PIPE-DEPTH: 23.1 meters
 DL5746
 DL5746  HISTORY     - Date     Condition        Report By
 DL5746  HISTORY     - 1995     MONUMENTED       FLDEP
 DL5746  HISTORY     - 20070523 GOOD             FLDEP
 DL5746
 DL5746                          STATION DESCRIPTION
 DL5746
 DL5746'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5746'THE MARK IS IN MAYPORT, AT THE SAINT JOHNS BAR PILOT ASSOCIATION,
 DL5746'ESTIMATED SECTION 30, TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 DL5746'
 DL5746'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BLVD (STATE HIGHWAY
 DL5746'10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF MAYPORT,
 DL5746'GO NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6 KM) TO
 DL5746'THE JUNCTION OF STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET) AND STATE
 DL5746'HIGHWAY A1A NORTH (STATE ROAD) ON THE LEFT, TURN LEFT ON STATE HIGHWAY
 DL5746'A1A NORTH (STATE ROAD) AND GO NORTHWEST FOR 3.65 MI (5.9 KM) TO THE
 DL5746'ENTRANCE TO THE SAINT JOHNS BAR PILOT ASSOCIATION AND THE MARK ON THE
 DL5746'LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 75.8 FT
 DL5746'(23.1 M) WITH A NOS LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH
 DL5746'OCEAN STREET, THE DATUM POINT IS RECESSED 0.3 FT (0.1 M) BELOW THE
 DL5746'LEVEL OF THE NOS LOGO CAP.
 DL5746'
 DL5746'LOCATED 154.6 FT (47.1 M) EAST OF THE EDGE OF MAYPORT CITY PARK
 DL5746'ENTRANCE, 50.5 FT (15.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DL5746'OCEAN STREET, 33.7 FT (10.3 M) WEST-SOUTHWEST OF THE SAINT JOHNS BAR
 DL5746'PILOT ASSOCIATION ENTRANCE GATE, 16.5 FT (5.0 M) NORTH OF THE SOUTH
 DL5746'END OF A 6.0 FT (1.8 M) TALL CHAIN LINK FENCE AND 1.3 FT (0.4 M) WEST
 DL5746'OF A 6.0 FT (1.8 M) TALL CHAIN LINK FENCE.
 DL5746'
 DL5746'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 DL5746'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5748 ***********************************************************************
 DL5748  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5748  DESIGNATION -  872 0218 C
 DL5748  PID         -  DL5748
 DL5748  STATE/COUNTY-  FL/DUVAL
 DL5748  COUNTRY     -  US
 DL5748  USGS QUAD   -  MAYPORT (2018)
 DL5748
 DL5748                         *CURRENT SURVEY CONTROL
 DL5748  ______________________________________________________________________
 DL5748* NAD 83(1986) POSITION- 30 23 46.     (N) 081 25 40.     (W)   SCALED
 DL5748* NAVD 88 ORTHO HEIGHT -     3.324 (meters)       10.91  (feet) ADJUSTED
 DL5748  ______________________________________________________________________
 DL5748  GEOID HEIGHT    -        -28.551 (meters)                     GEOID18
 DL5748  DYNAMIC HEIGHT  -          3.320 (meters)       10.89  (feet) COMP
 DL5748  MODELED GRAVITY -    979,364.9   (mgal)                       NAVD 88
 DL5748
 DL5748  VERT ORDER      -  FIRST     CLASS II
 DL5748
 DL5748.The horizontal coordinates were scaled from a map and have
 DL5748.an estimated accuracy of +/- 6 seconds.
 DL5748
 DL5748.The orthometric height was determined by differential leveling and
 DL5748.adjusted by the NATIONAL GEODETIC SURVEY
 DL5748.in January 2010.
 DL5748
 DL5748.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5748.GEOID18 height accuracy estimate available here.
 DL5748
 DL5748.This Tidal Bench Mark is designated as VM 13514
 DL5748.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5748
 DL5748.Click photographs - Photos may exist for this station.
 DL5748
 DL5748.The dynamic height is computed by dividing the NAVD 88
 DL5748.geopotential number by the normal gravity value computed on the
 DL5748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5748.degrees latitude (g = 980.6199 gals.).
 DL5748
 DL5748.The modeled gravity was interpolated from observed gravity values.
 DL5748
 DL5748;                    North         East    Units  Estimated Accuracy
 DL5748;SPC FL E     -   671,850.      158,890.      MT  (+/- 180 meters Scaled)
 DL5748
 DL5748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP589627(NAD 83)
 DL5748
 DL5748                          SUPERSEDED SURVEY CONTROL
 DL5748
 DL5748.No superseded survey control is available for this station.
 DL5748
 DL5748_MARKER: DV = VERTICAL CONTROL DISK
 DL5748_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DL5748_SP_SET: FOUNDATION
 DL5748_STAMPING: 0218 C 1995
 DL5748_MARK LOGO: NOS
 DL5748_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5748_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5748+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DL5748
 DL5748  HISTORY     - Date     Condition        Report By
 DL5748  HISTORY     - 1995     MONUMENTED       FLDEP
 DL5748  HISTORY     - 20070523 GOOD             FLDEP
 DL5748
 DL5748                          STATION DESCRIPTION
 DL5748
 DL5748'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5748'THE MARK IS IN MAYPORT, AT THE SAINT JOHNS BAR PILOT ASSOCIATION,
 DL5748'ESTIMATED SECTION 30, TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 DL5748'
 DL5748'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE
 DL5748'HIGHWAY 10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF
 DL5748'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6
 DL5748'KM) TO THE JUNCTION OF STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET)
 DL5748'AND STATE HIGHWAY A1A NORTH (STATE ROAD) ON THE LEFT, TURN LEFT ON
 DL5748'STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) AND GO NORTHWEST FOR
 DL5748'3.6 MI (5.8 KM) TO THE ENTRANCE TO THE MAYPORT CITY PARK AND THE MARK
 DL5748'ON THE LEFT, SET FLUSH IN THE BASE OF A 12.0 FT (3.7 M) DIAMETER
 DL5748'CONCRETE FOUNDATION FOR A WOODEN UMBRELLA MANATEES SIGN, 0.4 FT (0.1
 DL5748'M) ABOVE THE LEVEL OF THE GROUND AND 0.4 FT (0.1 M) ABOVE THE LEVEL OF
 DL5748'THE ENTRANCE ROAD.
 DL5748'
 DL5748'LOCATED 140.0 FT (42.7 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DL5748'OCEAN STREET, 24.2 FT (7.4 M) NORTHEAST OF A FENCE LINE AND 11.2 FT
 DL5748'(3.4 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE MEN-WOMEN OUTDOOR
 DL5748'BATHROOM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0931 ***********************************************************************
 DI0931  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0931  DESIGNATION -  872 0219 A TIDAL
 DI0931  PID         -  DI0931
 DI0931  STATE/COUNTY-  FL/DUVAL
 DI0931  COUNTRY     -  US
 DI0931  USGS QUAD   -  EASTPORT (2018)
 DI0931
 DI0931                         *CURRENT SURVEY CONTROL
 DI0931  ______________________________________________________________________
 DI0931* NAD 83(1986) POSITION- 30 23 15.     (N) 081 33 30.     (W)   SCALED
 DI0931* NAVD 88 ORTHO HEIGHT -     1.978 (meters)        6.49  (feet) ADJUSTED
 DI0931  ______________________________________________________________________
 DI0931  GEOID HEIGHT    -        -28.383 (meters)                     GEOID18
 DI0931  DYNAMIC HEIGHT  -          1.976 (meters)        6.48  (feet) COMP
 DI0931  MODELED GRAVITY -    979,366.2   (mgal)                       NAVD 88
 DI0931
 DI0931  VERT ORDER      -  SECOND    CLASS I
 DI0931
 DI0931.The horizontal coordinates were scaled from a map and have
 DI0931.an estimated accuracy of +/- 6 seconds.
 DI0931
 DI0931.The orthometric height was determined by differential leveling and
 DI0931.adjusted by the NATIONAL GEODETIC SURVEY
 DI0931.in October 2007.
 DI0931
 DI0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0931.GEOID18 height accuracy estimate available here.
 DI0931
 DI0931.This Tidal Bench Mark is designated as VM 13517
 DI0931.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0931
 DI0931.Click photographs - Photos may exist for this station.
 DI0931
 DI0931.The dynamic height is computed by dividing the NAVD 88
 DI0931.geopotential number by the normal gravity value computed on the
 DI0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0931.degrees latitude (g = 980.6199 gals.).
 DI0931
 DI0931.The modeled gravity was interpolated from observed gravity values.
 DI0931
 DI0931;                    North         East    Units  Estimated Accuracy
 DI0931;SPC FL E     -   670,950.      146,340.      MT  (+/- 180 meters Scaled)
 DI0931
 DI0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP463618(NAD 83)
 DI0931
 DI0931                          SUPERSEDED SURVEY CONTROL
 DI0931
 DI0931.No superseded survey control is available for this station.
 DI0931
 DI0931_MARKER: F = FLANGE-ENCASED ROD
 DI0931_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI0931_STAMPING: 0219 A 1995
 DI0931_MARK LOGO: NOS
 DI0931_PROJECTION: FLUSH
 DI0931_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0931+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2002
 DI0931_ROD/PIPE-DEPTH: 16.2 meters
 DI0931
 DI0931  HISTORY     - Date     Condition        Report By
 DI0931  HISTORY     - 1995     MONUMENTED       FLDEP
 DI0931  HISTORY     - 20021004 GOOD             FLDEP
 DI0931
 DI0931                          STATION DESCRIPTION
 DI0931
 DI0931'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DI0931'THE MARK IS AT THE DAMES POINT PARK ON THE NORTHEAST SIDE OF
 DI0931'JACKSONVILLE, IN SECTION 42,  TOWNSHIP 1 SOUTH, RANGE 27 EAST.
 DI0931'
 DI0931'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A AND STATE
 DI0931'HIGHWAY 105  (HECKSCHER DRIVE) ON THE NORTHEAST SIDE OF JACKSONVILLE,
 DI0931'GO WEST ON STATE HIGHWAY 105  (HECKSCHER DRIVE) FOR 0.1 MI TO THE
 DI0931'INTERSECTION OF NEW BERLIN ROAD, TURN LEFT ON NEW  BERLIN ROAD AND GO
 DI0931'SOUTH FOR 1.0 MI TO THE JUNCTION OF DAMES POINT ROAD ON THE RIGHT,
 DI0931'TURN RIGHT ON DAMES POINT ROAD AND GO SOUTHERLY FOR 0.65 MI TO THE
 DI0931'JUNCTION OF A PAVED  ROAD ON THE LEFT LEADING TO DAMES POINT PARK,
 DI0931'TURN LEFT ON THE PAVED ROAD AND GO  SOUTHERLY FOR 0.3 MI TO THE
 DI0931'ENTRANCE TO DAMES POINT PARK, PASSING THROUGH THE  ENTRANCE, CONTINUE
 DI0931'SOUTHERLY FOR 0.05 MI TO THE DEAD END AND THE MARK IN THE EXTENDED
 DI0931'CENTER OF THE ROAD, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DI0931'OF 53.2 FT WITH AN  NOS LOGO CAP FLUSH WITH THE GROUND AND ABOUT LEVEL
 DI0931'WITH DAMES POINT ROAD, THE DATUM  POINT IS RECESSED 0.6 FT BELOW THE
 DI0931'LEVEL OF THE NOS LOGO CAP.
 DI0931'
 DI0931'LOCATED 142.0 FT WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PARK
 DI0931'RESTROOM, 100.4  FT WEST OF THE EAST END OF THE GUARDRAIL, 74.0 FT
 DI0931'EAST OF THE WEST END OF THE GUARDRAIL  AND 1.0 FT WEST OF THE
 DI0931'GUARDRAIL.
 DI0931'
 DI0931'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0930 ***********************************************************************
 DI0930  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0930  DESIGNATION -  872 0219 B TIDAL
 DI0930  PID         -  DI0930
 DI0930  STATE/COUNTY-  FL/DUVAL
 DI0930  COUNTRY     -  US
 DI0930  USGS QUAD   -  EASTPORT (2018)
 DI0930
 DI0930                         *CURRENT SURVEY CONTROL
 DI0930  ______________________________________________________________________
 DI0930* NAD 83(1986) POSITION- 30 23 17.     (N) 081 33 31.     (W)   SCALED
 DI0930* NAVD 88 ORTHO HEIGHT -     2.866 (meters)        9.40  (feet) ADJUSTED
 DI0930  ______________________________________________________________________
 DI0930  GEOID HEIGHT    -        -28.383 (meters)                     GEOID18
 DI0930  DYNAMIC HEIGHT  -          2.863 (meters)        9.39  (feet) COMP
 DI0930  MODELED GRAVITY -    979,366.3   (mgal)                       NAVD 88
 DI0930
 DI0930  VERT ORDER      -  SECOND    CLASS I
 DI0930
 DI0930.The horizontal coordinates were scaled from a map and have
 DI0930.an estimated accuracy of +/- 6 seconds.
 DI0930
 DI0930.The orthometric height was determined by differential leveling and
 DI0930.adjusted by the NATIONAL GEODETIC SURVEY
 DI0930.in October 2007.
 DI0930
 DI0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0930.GEOID18 height accuracy estimate available here.
 DI0930
 DI0930.This Tidal Bench Mark is designated as VM 13518
 DI0930.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0930
 DI0930.Click photographs - Photos may exist for this station.
 DI0930
 DI0930.The dynamic height is computed by dividing the NAVD 88
 DI0930.geopotential number by the normal gravity value computed on the
 DI0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0930.degrees latitude (g = 980.6199 gals.).
 DI0930
 DI0930.The modeled gravity was interpolated from observed gravity values.
 DI0930
 DI0930;                    North         East    Units  Estimated Accuracy
 DI0930;SPC FL E     -   671,020.      146,320.      MT  (+/- 180 meters Scaled)
 DI0930
 DI0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP463619(NAD 83)
 DI0930
 DI0930                          SUPERSEDED SURVEY CONTROL
 DI0930
 DI0930.No superseded survey control is available for this station.
 DI0930
 DI0930_MARKER: DJ = TIDAL STATION DISK
 DI0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0930_STAMPING: 0219 B 1995
 DI0930_MARK LOGO: NOS
 DI0930_PROJECTION: FLUSH
 DI0930_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0930+STABILITY: SURFACE MOTION
 DI0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0930+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2002
 DI0930
 DI0930  HISTORY     - Date     Condition        Report By
 DI0930  HISTORY     - 1995     MONUMENTED       FLDEP
 DI0930  HISTORY     - 20021004 GOOD             FLDEP
 DI0930
 DI0930                          STATION DESCRIPTION
 DI0930
 DI0930'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DI0930'THE MARK IS AT THE DAMES POINT PARK ON THE NORTHEAST SIDE OF
 DI0930'JACKSONVILLE, IN SECTION 42,  TOWNSHIP 1 SOUTH, RANGE 27 EAST.
 DI0930'
 DI0930'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A AND STATE
 DI0930'HIGHWAY 105  (HECKSCHER DRIVE)  ON THE NORTHEAST SIDE OF JACKSONVILLE,
 DI0930'GO WEST ON STATE HIGHWAY 105  (HECKSCHER DRIVE) FOR 0.1 MI TO THE
 DI0930'INTERSECTION OF NEW BERLIN ROAD, TURN LEFT ON NEW  BERLIN ROAD AND GO
 DI0930'SOUTH FOR 1.0 MI TO THE JUNCTION OF DAMES POINT ROAD ON THE RIGHT,
 DI0930'TURN RIGHT ON DAMES POINT ROAD AND GO SOUTHERLY FOR 0.65 MI TO THE
 DI0930'JUNCTION OF A PAVED  ROAD ON THE LEFT LEADING TO DAMES POINT PARK,
 DI0930'TURN LEFT ON THE PAVED ROAD AND GO  SOUTHERLY FOR 0.3 MI TO THE
 DI0930'ENTRANCE TO DAMES POINT PARK AND THE MARK ON THE RIGHT,  SET IN THE
 DI0930'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL
 DI0930'WITH DAMES POINT PARK ROAD.
 DI0930'
 DI0930'LOCATED 30.5 FT WEST OF THE APPROXIMATE CENTERLINE OF DAMES POINT
 DI0930'ROAD, 20.0 FT EAST OF A  6.0 FT TALL CHAINLINK FENCE, 7.8 FT SOUTH OF
 DI0930'THE ENTRANCE FENCE, 1.3 FT WEST OF A 6.0 FT X 10.0  FT BRIDGE COLUMN
 DI0930'AND 1.2 FT WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0929 ***********************************************************************
 DI0929  DESIGNATION -  872 0219 C TIDAL
 DI0929  PID         -  DI0929
 DI0929  STATE/COUNTY-  FL/DUVAL
 DI0929  COUNTRY     -  US
 DI0929  USGS QUAD   -  EASTPORT (2018)
 DI0929
 DI0929                         *CURRENT SURVEY CONTROL
 DI0929  ______________________________________________________________________
 DI0929* NAD 83(1986) POSITION- 30 23 21.     (N) 081 33 35.     (W)   SCALED
 DI0929* NAVD 88 ORTHO HEIGHT -     2.227 (meters)        7.31  (feet) ADJUSTED
 DI0929  ______________________________________________________________________
 DI0929  GEOID HEIGHT    -        -28.382 (meters)                     GEOID18
 DI0929  DYNAMIC HEIGHT  -          2.224 (meters)        7.30  (feet) COMP
 DI0929  MODELED GRAVITY -    979,366.4   (mgal)                       NAVD 88
 DI0929
 DI0929  VERT ORDER      -  SECOND    CLASS I
 DI0929
 DI0929.The horizontal coordinates were scaled from a map and have
 DI0929.an estimated accuracy of +/- 6 seconds.
 DI0929
 DI0929.The orthometric height was determined by differential leveling and
 DI0929.adjusted by the NATIONAL GEODETIC SURVEY
 DI0929.in October 2007.
 DI0929
 DI0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0929.GEOID18 height accuracy estimate available here.
 DI0929
 DI0929.Click photographs - Photos may exist for this station.
 DI0929
 DI0929.The dynamic height is computed by dividing the NAVD 88
 DI0929.geopotential number by the normal gravity value computed on the
 DI0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0929.degrees latitude (g = 980.6199 gals.).
 DI0929
 DI0929.The modeled gravity was interpolated from observed gravity values.
 DI0929
 DI0929;                    North         East    Units  Estimated Accuracy
 DI0929;SPC FL E     -   671,140.      146,210.      MT  (+/- 180 meters Scaled)
 DI0929
 DI0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP462620(NAD 83)
 DI0929
 DI0929                          SUPERSEDED SURVEY CONTROL
 DI0929
 DI0929.No superseded survey control is available for this station.
 DI0929
 DI0929_MARKER: DJ = TIDAL STATION DISK
 DI0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0929_STAMPING: 0219 C 1995
 DI0929_MARK LOGO: NOS
 DI0929_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0929+STABILITY: SURFACE MOTION
 DI0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0929+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2002
 DI0929
 DI0929  HISTORY     - Date     Condition        Report By
 DI0929  HISTORY     - 1995     MONUMENTED       FLDEP
 DI0929  HISTORY     - 20021004 GOOD             FLDEP
 DI0929
 DI0929                          STATION DESCRIPTION
 DI0929
 DI0929'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DI0929'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, IN SECTION 42,
 DI0929'TOWNSHIP 1 SOUTH,  RANGE 27 EAST.
 DI0929'
 DI0929'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (NORTH MAIN
 DI0929'STREET) AND U.S.  HIGHWAY 1 ALTERNATE IN JACKSONVILLE, GO NORTHERLY ON
 DI0929'U.S. HIGHWAY 17 (NORTH MAIN  STREET) FOR 3.4 MI (5.5 KM) TO THE
 DI0929'JUNCTION OF STATE ROAD 105 (HECKSCHER DRIVE), TURN RIGHT  AND GO
 DI0929'EASTERLY ON STATE HIGHWAY 105 (HECKSCHER DRIVE) FOR 4.65 MI (7.48 KM)
 DI0929'(PASSING OVER  DUNN CREEK BRIDGE) TO THE JUNCTION OF AUGUST DRIVE,
 DI0929'TURN RIGHT AND GO SOUTH ON AUGUST  DRIVE FOR 1.7 MI (2.7 KM) TO THE
 DI0929'JUNCTION OF DAMES POINT ROAD, TURN RIGHT AND GO  SOUTHWEST ON DAMES
 DI0929'POINT ROAD FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF EDWARDS STREET  AND
 DI0929'THE MARK ON THE RIGHT.
 DI0929'
 DI0929'LOCATED 19.7 FT (6.0 M) SOUTHWEST OF THE CENTERLINE OF DAMES POINT
 DI0929'ROAD, 18.0 FT (5.5 M)  SOUTHEAST OF THE APPROXIMATE CENTER OF EDWARDS
 DI0929'STREET, 8.8 FT (2.7 M) NORTHWEST OF A 72  INCH OAK TREE, 3.9 FT (1.2
 DI0929'M) WEST OF POWER POLE NUMBER 8950 WITH A CARSONITE WITNESS  POST AND
 DI0929'3.0 FT (0.9 M) EAST OF A STOP SIGN.
 DI0929'
 DI0929'NOTE---THE ROAD HAS BEEN MOVED AND THIS AREA HAS BEEN CLEARED THE MARK
 DI0929'IS PRESUMED  DESTROYED 10-04-2002.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1550 ***********************************************************************
 BC1550  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1550  DESIGNATION -  872 0219 D TIDAL
 BC1550  PID         -  BC1550
 BC1550  STATE/COUNTY-  FL/DUVAL
 BC1550  COUNTRY     -  US
 BC1550  USGS QUAD   -  EASTPORT (2018)
 BC1550
 BC1550                         *CURRENT SURVEY CONTROL
 BC1550  ______________________________________________________________________
 BC1550* NAD 83(1986) POSITION- 30 23 32.     (N) 081 33 44.     (W)   SCALED
 BC1550* NAVD 88 ORTHO HEIGHT -     2.695 (meters)        8.84  (feet) ADJUSTED
 BC1550  ______________________________________________________________________
 BC1550  GEOID HEIGHT    -        -28.379 (meters)                     GEOID18
 BC1550  DYNAMIC HEIGHT  -          2.691 (meters)        8.83  (feet) COMP
 BC1550  MODELED GRAVITY -    979,366.8   (mgal)                       NAVD 88
 BC1550
 BC1550  VERT ORDER      -  SECOND    CLASS I
 BC1550
 BC1550.The horizontal coordinates were scaled from a map and have
 BC1550.an estimated accuracy of +/- 6 seconds.
 BC1550
 BC1550.The orthometric height was determined by differential leveling and
 BC1550.adjusted by the NATIONAL GEODETIC SURVEY
 BC1550.in June 1991.
 BC1550
 BC1550.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1550.GEOID18 height accuracy estimate available here.
 BC1550
 BC1550.This Tidal Bench Mark is designated as VM 5111
 BC1550.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1550
 BC1550.Click photographs - Photos may exist for this station.
 BC1550
 BC1550.The dynamic height is computed by dividing the NAVD 88
 BC1550.geopotential number by the normal gravity value computed on the
 BC1550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1550.degrees latitude (g = 980.6199 gals.).
 BC1550
 BC1550.The modeled gravity was interpolated from observed gravity values.
 BC1550
 BC1550;                    North         East    Units  Estimated Accuracy
 BC1550;SPC FL E     -   671,480.      145,970.      MT  (+/- 180 meters Scaled)
 BC1550
 BC1550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP459623(NAD 83)
 BC1550
 BC1550                          SUPERSEDED SURVEY CONTROL
 BC1550
 BC1550  NGVD 29 (09/01/92)    3.025  (m)            9.92   (f) ADJUSTED    2 1
 BC1550
 BC1550.Superseded values are not recommended for survey control.
 BC1550
 BC1550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1550.See file dsdata.pdf to determine how the superseded data were derived.
 BC1550
 BC1550_MARKER: DJ = TIDAL STATION DISK
 BC1550_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1550_STAMPING: 0219 D
 BC1550_MARK LOGO: NOS
 BC1550_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1550_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1550
 BC1550  HISTORY     - Date     Condition        Report By
 BC1550  HISTORY     - UNK      MONUMENTED       NOS
 BC1550  HISTORY     - 1977     GOOD             FLDNR
 BC1550  HISTORY     - 1979     GOOD             FLDNR
 BC1550  HISTORY     - 20021004 GOOD             FLDEP
 BC1550
 BC1550                          STATION DESCRIPTION
 BC1550
 BC1550'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1550'JACKSONVILLE.
 BC1550'FROM THE INTERSECTION OF HECKSCHER DRIVE, STATE ROAD
 BC1550'105, AND NEW BERLIN ROAD IN NORTHEAST JACKSONVILLE,
 BC1550'PROCEED SOUTHEAST ALONG NEW BERLIN ROAD 0.9 MILES
 BC1550'TO DAME POINT ROAD, THENCE SOUTHWESTERLY ALONG DAME
 BC1550'POINT ROAD 0.7 MILES TO THE MARK SET IN A TRIAGLE
 BC1550'FORMED BY AN INTERSECTION AND BEARS 76.6 FEET EAST
 BC1550'OF AN 8 INCH CABBAGE PALM, 34.5 FEET WEST OF THE
 BC1550'CENTERLINE OF DAME POINT ROAD, 56.1 FEET NORTHWEST OF
 BC1550'POWER POLE NUMBER 30.
 BC1550
 BC1550                          STATION RECOVERY (1979)
 BC1550
 BC1550'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1550'RECOVERED IN GOOD CONDITION.
 BC1550
 BC1550                          STATION RECOVERY (2002)
 BC1550
 BC1550'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 BC1550'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE AT THE INTERSECTION
 BC1550'OF DAMES POINT  ROAD AND AUGUST DRIVE, IN SECTION 42, TOWNSHIP 1
 BC1550'SOUTH, RANGE 27 EAST.
 BC1550'
 BC1550'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (NORTH MAIN
 BC1550'STREET) AND U.S.  HIGHWAY 1 ALTERNATE IN JACKSONVILLE, GO NORTHERLY ON
 BC1550'U.S. HIGHWAY 17 (NORTH MAIN  STREET) FOR 3.4 MI TO THE JUNCTION OF
 BC1550'STATE HIGHWAY 105 (HECKSCHER DRIVE), TURN RIGHT AND  GO EASTERLY ON
 BC1550'STATE HIGHWAY 105 (HECKSCHER DRIVE) FOR 4.65 MI (PASSING OVER DUNN
 BC1550'CREEK  BRIDGE) TO THE JUNCTION OF AUGUST DRIVE, TURN RIGHT AND GO
 BC1550'SOUTH ON AUGUST DRIVE FOR  1.7 MI TO THE JUNCTION OF DAMES POINT ROAD
 BC1550'AND THE MARK.  THE MARK IS CRIMPED TO A  COPPER-CLAD STEEL ROD DRIVEN
 BC1550'TO REFUSAL AND ENCASED BY A CONCRETE KICK-BLOCK.
 BC1550'
 BC1550'LOCATED 76.6 FT EAST OF A CABBAGE PALM, 51.1 FT NORTH-NORTHWEST OF
 BC1550'CONCRETE POWER POLE  NUMBER 80 T, 34.5 FT WEST OF THE CENTERLINE OF
 BC1550'DAMES POINT ROAD, 28.2 FT NORTH OF THE  CENTERLINE OF AUGUST DRIVE,
 BC1550'1.0 FT WEST OF A CARSONITE WITNESS POST AND 1.5 FT BELOW THE  LEVEL OF
 BC1550'THE GROUND AND 1.0 FT BELOW THE LEVEL OF DAMES POINT ROAD.
 BC1550'
 BC1550'NOTE--THE ROAD HAS BEEN MOVED AND THIS AREA HAS BEEN CLEARED THE MARK
 BC1550'IS PRESUMED  DESTROYED 10-31-2002.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1549 ***********************************************************************
 BC1549  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1549  DESIGNATION -  872 0219 E TIDAL
 BC1549  PID         -  BC1549
 BC1549  STATE/COUNTY-  FL/DUVAL
 BC1549  COUNTRY     -  US
 BC1549  USGS QUAD   -  EASTPORT (2018)
 BC1549
 BC1549                         *CURRENT SURVEY CONTROL
 BC1549  ______________________________________________________________________
 BC1549* NAD 83(1986) POSITION- 30 24 02.     (N) 081 33 37.     (W)   SCALED
 BC1549* NAVD 88 ORTHO HEIGHT -     1.068 (meters)        3.50  (feet) ADJUSTED
 BC1549  ______________________________________________________________________
 BC1549  GEOID HEIGHT    -        -28.382 (meters)                     GEOID18
 BC1549  DYNAMIC HEIGHT  -          1.067 (meters)        3.50  (feet) COMP
 BC1549  MODELED GRAVITY -    979,367.4   (mgal)                       NAVD 88
 BC1549
 BC1549  VERT ORDER      -  SECOND    CLASS I
 BC1549
 BC1549.The horizontal coordinates were scaled from a map and have
 BC1549.an estimated accuracy of +/- 6 seconds.
 BC1549
 BC1549.The orthometric height was determined by differential leveling and
 BC1549.adjusted by the NATIONAL GEODETIC SURVEY
 BC1549.in June 1991.
 BC1549
 BC1549.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1549.GEOID18 height accuracy estimate available here.
 BC1549
 BC1549.This Tidal Bench Mark is designated as VM 5112
 BC1549.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1549
 BC1549.Click photographs - Photos may exist for this station.
 BC1549
 BC1549.The dynamic height is computed by dividing the NAVD 88
 BC1549.geopotential number by the normal gravity value computed on the
 BC1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1549.degrees latitude (g = 980.6199 gals.).
 BC1549
 BC1549.The modeled gravity was interpolated from observed gravity values.
 BC1549
 BC1549;                    North         East    Units  Estimated Accuracy
 BC1549;SPC FL E     -   672,400.      146,160.      MT  (+/- 180 meters Scaled)
 BC1549
 BC1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP461633(NAD 83)
 BC1549
 BC1549                          SUPERSEDED SURVEY CONTROL
 BC1549
 BC1549  NGVD 29 (09/01/92)    1.399  (m)            4.59   (f) ADJUSTED    2 1
 BC1549
 BC1549.Superseded values are not recommended for survey control.
 BC1549
 BC1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1549.See file dsdata.pdf to determine how the superseded data were derived.
 BC1549
 BC1549_MARKER: DJ = TIDAL STATION DISK
 BC1549_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1549_STAMPING: 0219 E
 BC1549_MARK LOGO: NOS
 BC1549_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1549_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1549
 BC1549  HISTORY     - Date     Condition        Report By
 BC1549  HISTORY     - UNK      MONUMENTED       NOS
 BC1549  HISTORY     - 1977     GOOD             FLDNR
 BC1549  HISTORY     - 1979     GOOD             FLDNR
 BC1549
 BC1549                          STATION DESCRIPTION
 BC1549
 BC1549'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1549'JACKSONVILLE.
 BC1549'FROM THE INTERSECTION OF HECKSCHER DRIVE, STATE ROAD 105, AND NEW
 BC1549'BERLIN ROAD IN NORTHEASTJACKSONVILLE, PROCEED SOUTHEAST ALONG
 BC1549'NEW BERLIN ROAD 0.9 MILES TO DAME POINT ROAD. THE MARK BEARS 195
 BC1549'FEET SOUTH OF THE INTERSECTION, 23 FEET EAST OF THE CENTERLINE OF
 BC1549'DAME POINT ROAD, 37 FEET NORTHEAST OF THE NORTHERNMOST RAIL AT
 BC1549'THE INTERSECTION OF A RAILROAD AND DAME POINT ROAD.
 BC1549
 BC1549                          STATION RECOVERY (1979)
 BC1549
 BC1549'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1551 ***********************************************************************
 BC1551  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1551  DESIGNATION -  872 0219 F TIDAL
 BC1551  PID         -  BC1551
 BC1551  STATE/COUNTY-  FL/DUVAL
 BC1551  COUNTRY     -  US
 BC1551  USGS QUAD   -  EASTPORT (2018)
 BC1551
 BC1551                         *CURRENT SURVEY CONTROL
 BC1551  ______________________________________________________________________
 BC1551* NAD 83(1986) POSITION- 30 23 33.     (N) 081 33 49.     (W)   SCALED
 BC1551* NAVD 88 ORTHO HEIGHT -     1.845 (meters)        6.05  (feet) ADJUSTED
 BC1551  ______________________________________________________________________
 BC1551  GEOID HEIGHT    -        -28.377 (meters)                     GEOID18
 BC1551  DYNAMIC HEIGHT  -          1.843 (meters)        6.05  (feet) COMP
 BC1551  MODELED GRAVITY -    979,366.8   (mgal)                       NAVD 88
 BC1551
 BC1551  VERT ORDER      -  SECOND    CLASS I
 BC1551
 BC1551.The horizontal coordinates were scaled from a map and have
 BC1551.an estimated accuracy of +/- 6 seconds.
 BC1551
 BC1551.The orthometric height was determined by differential leveling and
 BC1551.adjusted by the NATIONAL GEODETIC SURVEY
 BC1551.in October 2007.
 BC1551
 BC1551.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1551.GEOID18 height accuracy estimate available here.
 BC1551
 BC1551.This Tidal Bench Mark is designated as VM 5110
 BC1551.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1551
 BC1551.Click photographs - Photos may exist for this station.
 BC1551
 BC1551.The dynamic height is computed by dividing the NAVD 88
 BC1551.geopotential number by the normal gravity value computed on the
 BC1551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1551.degrees latitude (g = 980.6199 gals.).
 BC1551
 BC1551.The modeled gravity was interpolated from observed gravity values.
 BC1551
 BC1551;                    North         East    Units  Estimated Accuracy
 BC1551;SPC FL E     -   671,510.      145,840.      MT  (+/- 180 meters Scaled)
 BC1551
 BC1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP458624(NAD 83)
 BC1551
 BC1551                          SUPERSEDED SURVEY CONTROL
 BC1551
 BC1551  NAVD 88 (06/15/91)    1.861  (m)            6.11   (f) SUPERSEDED  2 1
 BC1551  NGVD 29 (09/01/92)    2.191  (m)            7.19   (f) ADJUSTED    2 1
 BC1551
 BC1551.Superseded values are not recommended for survey control.
 BC1551
 BC1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1551.See file dsdata.pdf to determine how the superseded data were derived.
 BC1551
 BC1551_MARKER: DJ = TIDAL STATION DISK
 BC1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1551_STAMPING: 0219 F 1977
 BC1551_MARK LOGO: NOS
 BC1551_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1551+STABILITY: SURFACE MOTION
 BC1551_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1551+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2002
 BC1551
 BC1551  HISTORY     - Date     Condition        Report By
 BC1551  HISTORY     - 1977     MONUMENTED       NOS
 BC1551  HISTORY     - 1977     GOOD             FLDNR
 BC1551  HISTORY     - 20021004 GOOD             FLDEP
 BC1551
 BC1551                          STATION DESCRIPTION
 BC1551
 BC1551'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1551'JACKSONVILLE.
 BC1551'FROM THE INTERSECTION OF HECKSCHER DRIVE STATE ROAD 105 AND NEW
 BC1551'BERLIN ROAD IN NORTHEAST JACKSONVILLE, PROCEED SOUTHEAST ALONG
 BC1551'NEW BERLIN ROAD 0.9 MILES TO DAME POINT ROAD, THENCE SOUTHWESTERLY
 BC1551'ALONG DAME POINT ROAD 0.7 MILES TO AUGUST DRIVE, THENCE NORTHWEST
 BC1551'ALONG AUGUST DRIVE 0.1 MILES TO THE ADDRESS 9050 AUGUST DRIVE.
 BC1551'THE MARK BEARS 30 FEET SOUTHWEST OF THE CENTERLINE OF AUGUST DRIVE,
 BC1551'57.5 FEET NORTHWEST OF POWER POLE NUMBER 9044.
 BC1551
 BC1551                          STATION RECOVERY (2002)
 BC1551
 BC1551'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (PBM)
 BC1551'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE AT 9050 AUGUST
 BC1551'DRIVE, IN SECTION 42,  TOWNSHIP 1 SOUTH, RANGE 27 EAST.
 BC1551'
 BC1551'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (NORTH MAIN
 BC1551'STREET) AND U.S.  HIGHWAY 1 ALTERNATE IN JACKSONVILLE, GO NORTHERLY ON
 BC1551'U.S. HIGHWAY 17 (NORTH MAIN  STREET) FOR 3.4 MI TO THE JUNCTION OF
 BC1551'STATE HIGHWAY 105 (HECKSCHER DRIVE), TURN RIGHT AND  GO EASTERLY ON
 BC1551'STATE HIGHWAY 105 (HECKSCHER DRIVE) FOR 4.65 MI (PASSING OVER DUNN
 BC1551'CREEK  BRIDGE) TO THE JUNCTION OF AUGUST DRIVE, TURN RIGHT AND GO
 BC1551'SOUTH ON AUGUST DRIVE FOR  1.5 MI TO THE MARK ON THE RIGHT.
 BC1551'
 BC1551'LOCATED 59.8 FT NORTHWEST OF POWER POLE NUMBER 9064, 30.0 FT SOUTHWEST
 BC1551'OF THE  CENTERLINE OF AUGUST DRIVE, 3.0 FT NORTHEAST OF A CARSONITE
 BC1551'WITNESS POST AND LEVEL WITH  AUGUST DRIVE.
 BC1551'
 BC1551'NOTE--THE ROAD HAS BEEN MOVED AND THIS AREA HAS BEEN CLEARED THE MARK
 BC1551'IS PRESUMED  DESTROYED 10-31-2002.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0928 ***********************************************************************
 DI0928  DESIGNATION -  872 0219 K TIDAL
 DI0928  PID         -  DI0928
 DI0928  STATE/COUNTY-  FL/DUVAL
 DI0928  COUNTRY     -  US
 DI0928  USGS QUAD   -  EASTPORT (2018)
 DI0928
 DI0928                         *CURRENT SURVEY CONTROL
 DI0928  ______________________________________________________________________
 DI0928* NAD 83(1986) POSITION- 30 23 26.     (N) 081 33 43.     (W)   SCALED
 DI0928* NAVD 88 ORTHO HEIGHT -     1.987 (meters)        6.52  (feet) ADJUSTED
 DI0928  ______________________________________________________________________
 DI0928  GEOID HEIGHT    -        -28.379 (meters)                     GEOID18
 DI0928  DYNAMIC HEIGHT  -          1.985 (meters)        6.51  (feet) COMP
 DI0928  MODELED GRAVITY -    979,366.6   (mgal)                       NAVD 88
 DI0928
 DI0928  VERT ORDER      -  SECOND    CLASS I
 DI0928
 DI0928.The horizontal coordinates were scaled from a map and have
 DI0928.an estimated accuracy of +/- 6 seconds.
 DI0928
 DI0928.The orthometric height was determined by differential leveling and
 DI0928.adjusted by the NATIONAL GEODETIC SURVEY
 DI0928.in October 2007.
 DI0928
 DI0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0928.GEOID18 height accuracy estimate available here.
 DI0928
 DI0928.Click photographs - Photos may exist for this station.
 DI0928
 DI0928.The dynamic height is computed by dividing the NAVD 88
 DI0928.geopotential number by the normal gravity value computed on the
 DI0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0928.degrees latitude (g = 980.6199 gals.).
 DI0928
 DI0928.The modeled gravity was interpolated from observed gravity values.
 DI0928
 DI0928;                    North         East    Units  Estimated Accuracy
 DI0928;SPC FL E     -   671,290.      146,000.      MT  (+/- 180 meters Scaled)
 DI0928
 DI0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP460621(NAD 83)
 DI0928
 DI0928                          SUPERSEDED SURVEY CONTROL
 DI0928
 DI0928.No superseded survey control is available for this station.
 DI0928
 DI0928_MARKER: DJ = TIDAL STATION DISK
 DI0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0928_STAMPING: 0219 K 1995
 DI0928_MARK LOGO: NOS
 DI0928_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0928+STABILITY: SURFACE MOTION
 DI0928_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0928+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2002
 DI0928
 DI0928  HISTORY     - Date     Condition        Report By
 DI0928  HISTORY     - 1995     MONUMENTED       FLDEP
 DI0928  HISTORY     - 20021004 GOOD             FLDEP
 DI0928
 DI0928                          STATION DESCRIPTION
 DI0928
 DI0928'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DI0928'THE MARK IS ON THE NORTHEAST SIDE OF JACKSONVILLE, IN SECTION 42,
 DI0928'TOWNSHIP 1 SOUTH,  RANGE 27 EAST.
 DI0928'
 DI0928'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 (NORTH MAIN
 DI0928'STREET) AND U.S.  HIGHWAY 1 ALTERNATE IN JACKSONVILLE, GO NORTHERLY ON
 DI0928'U.S. HIGHWAY 17 (NORTH MAIN  STREET) FOR 3.4 MI (5.5 KM) TO THE
 DI0928'JUNCTION OF STATE HIGHWAY 105 (HECKSCHER DRIVE), TURN  RIGHT AND GO
 DI0928'EASTERLY ON STATE HIGHWAY 105 (HECKSCHER DRIVE) FOR 4.65 MI (7.48 KM)
 DI0928'(PASSING  OVER DUNN CREEK BRIDGE) TO THE JUNCTION OF AUGUST DRIVE,
 DI0928'TURN RIGHT AND GO SOUTH ON  AUGUST DRIVE FOR 1.7 MI (2.7 KM) TO THE
 DI0928'JUNCTION OF DAMES POINT ROAD, TURN RIGHT AND GO  SOUTHWEST ON DAMES
 DI0928'POINT ROAD FOR 0.1 MI (0.2 KM) TO THE ENTRANCE TO A DRIVEWAY AND THE
 DI0928'MARK ON THE RIGHT.
 DI0928'
 DI0928'LOCATED 21.0 FT (6.4 M) NORTHWEST OF THE NORTH EDGE OF A DRIVEWAY,
 DI0928'19.5 FT (5.9 M)  SOUTHWEST OF THE CENTERLINE OF DAMES POINT ROAD, 3.1
 DI0928'FT (0.9 M) NORTHEAST OF A POWER  POLE WITH TWO GUY WIRE AND 3.0 FT
 DI0928'(0.9 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DI0928'
 DI0928'NOTE--THE ROAD HAS BEEN MOVED AND THIS AREA HAS BEEN CLEARED THE MARK
 DI0928'IS PRESUMED  DESTROYED 10-04-2002.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0942 ***********************************************************************
 DI0942  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0942  DESIGNATION -  872 0219 L TIDAL
 DI0942  PID         -  DI0942
 DI0942  STATE/COUNTY-  FL/DUVAL
 DI0942  COUNTRY     -  US
 DI0942  USGS QUAD   -  EASTPORT (2018)
 DI0942
 DI0942                         *CURRENT SURVEY CONTROL
 DI0942  ______________________________________________________________________
 DI0942* NAD 83(1986) POSITION- 30 23 23.     (N) 081 33 33.     (W)   SCALED
 DI0942* NAVD 88 ORTHO HEIGHT -     3.259 (meters)       10.69  (feet) ADJUSTED
 DI0942  ______________________________________________________________________
 DI0942  GEOID HEIGHT    -        -28.382 (meters)                     GEOID18
 DI0942  DYNAMIC HEIGHT  -          3.255 (meters)       10.68  (feet) COMP
 DI0942  MODELED GRAVITY -    979,366.4   (mgal)                       NAVD 88
 DI0942
 DI0942  VERT ORDER      -  SECOND    CLASS I
 DI0942
 DI0942.The horizontal coordinates were scaled from a map and have
 DI0942.an estimated accuracy of +/- 6 seconds.
 DI0942
 DI0942.The orthometric height was determined by differential leveling and
 DI0942.adjusted by the NATIONAL GEODETIC SURVEY
 DI0942.in October 2007.
 DI0942
 DI0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0942.GEOID18 height accuracy estimate available here.
 DI0942
 DI0942.This Tidal Bench Mark is designated as VM 17779
 DI0942.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0942
 DI0942.Click photographs - Photos may exist for this station.
 DI0942
 DI0942.The dynamic height is computed by dividing the NAVD 88
 DI0942.geopotential number by the normal gravity value computed on the
 DI0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0942.degrees latitude (g = 980.6199 gals.).
 DI0942
 DI0942.The modeled gravity was interpolated from observed gravity values.
 DI0942
 DI0942;                    North         East    Units  Estimated Accuracy
 DI0942;SPC FL E     -   671,200.      146,260.      MT  (+/- 180 meters Scaled)
 DI0942
 DI0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP462621(NAD 83)
 DI0942
 DI0942                          SUPERSEDED SURVEY CONTROL
 DI0942
 DI0942.No superseded survey control is available for this station.
 DI0942
 DI0942_MARKER: DD = SURVEY DISK
 DI0942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0942_STAMPING: 0219 L 2002
 DI0942_MARK LOGO: FLDEP
 DI0942_PROJECTION: RECESSED 5 CENTIMETERS
 DI0942_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0942+STABILITY: SURFACE MOTION
 DI0942_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0942+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2002
 DI0942
 DI0942  HISTORY     - Date     Condition        Report By
 DI0942  HISTORY     - 20021004 MONUMENTED       FLDEP
 DI0942
 DI0942                          STATION DESCRIPTION
 DI0942
 DI0942'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DI0942'THE MARK IS AT THE DAMES POINT PARK ON THE NORTHEAST SIDE OF
 DI0942'JACKSONVILLE, IN SECTION 42,  TOWNSHIP 1 SOUTH, RANGE 27 EAST.
 DI0942'
 DI0942'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A AND STATE
 DI0942'HIGHWAY 105  (HECKSCHER DRIVE) ON THE NORTHEAST SIDE OF JACKSONVILLE,
 DI0942'GO WEST ON STATE HIGHWAY 105  (HECKSCHER DRIVE) FOR 0.1 MI TO THE
 DI0942'INTERSECTION OF NEW BERLIN ROAD, TURN LEFT ON NEW  BERLIN ROAD AND GO
 DI0942'SOUTH FOR 1.0 MI TO THE JUNCTION OF DAMES POINT ROAD ON THE RIGHT,
 DI0942'TURN RIGHT ON DAMES POINT ROAD AND GO SOUTHERLY FOR 0.65 MI TO THE
 DI0942'JUNCTION OF A PAVED  ROAD ON THE LEFT LEADING TO DAMES POINT PARK,
 DI0942'TURN LEFT ON THE PAVED ROAD AND GO  SOUTHERLY FOR 0.2 MI TO THE MARK
 DI0942'ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE  MONUMENT RECESSED 0.2
 DI0942'FT BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH DAMES  POINT
 DI0942'PARK ROAD.
 DI0942'
 DI0942'LOCATED 20.5 FT EAST OF THE APPROXIMATE CENTERLINE OF THE PARK ROAD,
 DI0942'1.6 FT NORTH OF THE  NORTHWEST CORNER OF THE BRIDGE COLUMN AND 1.2 FT
 DI0942'NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0932 ***********************************************************************
 DI0932  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0932  DESIGNATION -  872 0219 M TIDAL
 DI0932  PID         -  DI0932
 DI0932  STATE/COUNTY-  FL/DUVAL
 DI0932  COUNTRY     -  US
 DI0932  USGS QUAD   -  EASTPORT (2018)
 DI0932
 DI0932                         *CURRENT SURVEY CONTROL
 DI0932  ______________________________________________________________________
 DI0932* NAD 83(1986) POSITION- 30 23 28.     (N) 081 33 34.     (W)   SCALED
 DI0932* NAVD 88 ORTHO HEIGHT -     3.916 (meters)       12.85  (feet) ADJUSTED
 DI0932  ______________________________________________________________________
 DI0932  GEOID HEIGHT    -        -28.382 (meters)                     GEOID18
 DI0932  DYNAMIC HEIGHT  -          3.911 (meters)       12.83  (feet) COMP
 DI0932  MODELED GRAVITY -    979,366.5   (mgal)                       NAVD 88
 DI0932
 DI0932  VERT ORDER      -  SECOND    CLASS I
 DI0932
 DI0932.The horizontal coordinates were scaled from a map and have
 DI0932.an estimated accuracy of +/- 6 seconds.
 DI0932
 DI0932.The orthometric height was determined by differential leveling and
 DI0932.adjusted by the NATIONAL GEODETIC SURVEY
 DI0932.in October 2007.
 DI0932
 DI0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0932.GEOID18 height accuracy estimate available here.
 DI0932
 DI0932.This Tidal Bench Mark is designated as VM 19145
 DI0932.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0932
 DI0932.Click photographs - Photos may exist for this station.
 DI0932
 DI0932.The dynamic height is computed by dividing the NAVD 88
 DI0932.geopotential number by the normal gravity value computed on the
 DI0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0932.degrees latitude (g = 980.6199 gals.).
 DI0932
 DI0932.The modeled gravity was interpolated from observed gravity values.
 DI0932
 DI0932;                    North         East    Units  Estimated Accuracy
 DI0932;SPC FL E     -   671,360.      146,240.      MT  (+/- 180 meters Scaled)
 DI0932
 DI0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP462622(NAD 83)
 DI0932
 DI0932                          SUPERSEDED SURVEY CONTROL
 DI0932
 DI0932.No superseded survey control is available for this station.
 DI0932
 DI0932_MARKER: DD = SURVEY DISK
 DI0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI0932_STAMPING: 0219 M 2002
 DI0932_MARK LOGO: FLDEP
 DI0932_PROJECTION: FLUSH
 DI0932_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI0932+STABILITY: SURFACE MOTION
 DI0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0932+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2002
 DI0932
 DI0932  HISTORY     - Date     Condition        Report By
 DI0932  HISTORY     - 20021004 MONUMENTED       FLDEP
 DI0932
 DI0932                          STATION DESCRIPTION
 DI0932
 DI0932'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DI0932'THE MARK IS AT THE DAMES POINT PARK ON THE NORTHEAST SIDE OF
 DI0932'JACKSONVILLE, IN SECTION 42,  TOWNSHIP 1 SOUTH, RANGE 27 EAST.
 DI0932'
 DI0932'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A AND 105
 DI0932'(HECKSCHER DRIVE) ON  THE NORTHEAST SIDE OF JACKSONVILLE, GO WEST ON
 DI0932'STATE HIGHWAY 105 (HECKSCHER DRIVE) FOR  0.1 MI TO THE INTERSECTION OF
 DI0932'NEW BERLIN ROAD, TURN LEFT ON NEW BERLIN ROAD AND GO  SOUTH FOR 1.0 MI
 DI0932'TO THE JUNCTION OF DAMES POINT ROAD ON THE RIGHT, TURN RIGHT ON DAMES
 DI0932'POINT ROAD AND GO SOUTHERLY FOR 0.65 MI TO THE JUNCTION OF A PAVED
 DI0932'ROAD ON THE LEFT  LEADING TO DAMES POINT PARK, TURN LEFT ON THE PAVED
 DI0932'ROAD AND GO SOUTHERLY FOR 0.1 MI  TO THE MARK ON THE LEFT, SET IN THE
 DI0932'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE  GROUND AND ABOUT 0.6
 DI0932'FT ABOVE THE LEVEL OF PAVED ROAD.
 DI0932'
 DI0932'LOCATED 20.5 FT EAST OF THE APPROXIMATE CENTERLINE OF THE PAVED ROAD,
 DI0932'1.6 FT NORTH OF  THE NORTHWEST CORNER OF THE BRIDGE COLUMN AND 1.2 FT
 DI0932'NORTH OF A CARSONITE WITNESS  POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0945 ***********************************************************************
 DI0945  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0945  DESIGNATION -  872 0219 N TIDAL
 DI0945  PID         -  DI0945
 DI0945  STATE/COUNTY-  FL/DUVAL
 DI0945  COUNTRY     -  US
 DI0945  USGS QUAD   -  EASTPORT (2018)
 DI0945
 DI0945                         *CURRENT SURVEY CONTROL
 DI0945  ______________________________________________________________________
 DI0945* NAD 83(1986) POSITION- 30 23 33.     (N) 081 33 37.     (W)   SCALED
 DI0945* NAVD 88 ORTHO HEIGHT -     5.135 (meters)       16.85  (feet) ADJUSTED
 DI0945  ______________________________________________________________________
 DI0945  GEOID HEIGHT    -        -28.381 (meters)                     GEOID18
 DI0945  DYNAMIC HEIGHT  -          5.128 (meters)       16.82  (feet) COMP
 DI0945  MODELED GRAVITY -    979,366.7   (mgal)                       NAVD 88
 DI0945
 DI0945  VERT ORDER      -  SECOND    CLASS I
 DI0945
 DI0945.The horizontal coordinates were scaled from a map and have
 DI0945.an estimated accuracy of +/- 6 seconds.
 DI0945
 DI0945.The orthometric height was determined by differential leveling and
 DI0945.adjusted by the NATIONAL GEODETIC SURVEY
 DI0945.in October 2007.
 DI0945
 DI0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0945.GEOID18 height accuracy estimate available here.
 DI0945
 DI0945.This Tidal Bench Mark is designated as VM 19146
 DI0945.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0945
 DI0945.Click photographs - Photos may exist for this station.
 DI0945
 DI0945.The dynamic height is computed by dividing the NAVD 88
 DI0945.geopotential number by the normal gravity value computed on the
 DI0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0945.degrees latitude (g = 980.6199 gals.).
 DI0945
 DI0945.The modeled gravity was interpolated from observed gravity values.
 DI0945
 DI0945;                    North         East    Units  Estimated Accuracy
 DI0945;SPC FL E     -   671,510.      146,160.      MT  (+/- 180 meters Scaled)
 DI0945
 DI0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP461624(NAD 83)
 DI0945
 DI0945                          SUPERSEDED SURVEY CONTROL
 DI0945
 DI0945.No superseded survey control is available for this station.
 DI0945
 DI0945_MARKER: DD = SURVEY DISK
 DI0945_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DI0945_SP_SET: BRIDGE COLUMN
 DI0945_STAMPING: 0219 N 2002
 DI0945_MARK LOGO: FLDEP
 DI0945_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI0945+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2002
 DI0945
 DI0945  HISTORY     - Date     Condition        Report By
 DI0945  HISTORY     - 20021004 MONUMENTED       FLDEP
 DI0945
 DI0945                          STATION DESCRIPTION
 DI0945
 DI0945'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DI0945'THE MARK IS AT THE DAMES POINT PARK ON THE NORTHEAST SIDE OF
 DI0945'JACKSONVILLE, IN SECTION 42,  TOWNSHIP 1 SOUTH, RANGE 27 EAST.
 DI0945'
 DI0945'TO REACH THE MARK FROM THE OVERPASS OF STATE HIGHWAY 9A AND STATE
 DI0945'HIGHWAY 105  (HECKSCHER DRIVE) ON THE NORTHEAST SIDE OF JACKSONVILLE,
 DI0945'GO WEST ON STATE HIGHWAY  STATE HIGHWAY 105 (HECKSCHER DRIVE) FOR 0.1
 DI0945'MI TO THE INTERSECTION OF NEW BERLIN ROAD,  TURN LEFT ON NEW BERLIN
 DI0945'ROAD AND GO SOUTH FOR 1.0 MI TO THE JUNCTION OF DAMES POINT  ROAD ON
 DI0945'THE RIGHT, TURN RIGHT ON DAMES POINT ROAD AND GO SOUTHERLY FOR 0.65 MI
 DI0945'TO THE  JUNCTION OF A PAVED ROAD ON THE LEFT LEADING TO DAMES POINT
 DI0945'PARK AND THE MARK ON THE  LEFT, SET VERTICALLY IN THE WEST FACE OF THE
 DI0945'WEST BRIDGE COLUMN, 4.2 FT ABOVE THE LEVEL  OF THE GROUND AND ABOVE
 DI0945'THE LEVEL OF THE ROAD.
 DI0945'
 DI0945'LOCATED 52.2 FT SOUTH OF THE CENTERLINE OF DAMES POINT ROAD AND 29.5
 DI0945'FT WEST OF THE  APPROXIMATE CENTERLINE OF THE PAVED ROAD LEADING TO
 DI0945'DAMES POINT PARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9222 ***********************************************************************
 DI9222  HT_MOD      -  This is a Height Modernization Survey Station.
 DI9222  DESIGNATION -  872 0219 P TIDAL
 DI9222  PID         -  DI9222
 DI9222  STATE/COUNTY-  FL/DUVAL
 DI9222  COUNTRY     -  US
 DI9222  USGS QUAD   -  EASTPORT (2018)
 DI9222
 DI9222                         *CURRENT SURVEY CONTROL
 DI9222  ______________________________________________________________________
 DI9222* NAD 83(2011) POSITION- 30 23 15.72298(N) 081 33 27.33611(W)   ADJUSTED
 DI9222* NAD 83(2011) ELLIP HT-   -26.046 (meters)        (06/27/12)   ADJUSTED
 DI9222* NAD 83(2011) EPOCH   -  2010.00
 DI9222* NAVD 88 ORTHO HEIGHT -     2.36  (meters)        7.7   (feet) GPS OBS
 DI9222  ______________________________________________________________________
 DI9222  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI9222  GEOID HEIGHT    -        -28.360 (meters)                     GEOID03
 DI9222  GEOID HEIGHT    -        -28.384 (meters)                     GEOID18
 DI9222  NAD 83(2011) X  -    808,455.278 (meters)                     COMP
 DI9222  NAD 83(2011) Y  - -5,446,948.928 (meters)                     COMP
 DI9222  NAD 83(2011) Z  -  3,207,508.349 (meters)                     COMP
 DI9222  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 DI9222
 DI9222  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI9222  Standards:
 DI9222         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI9222            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI9222  -------------------------------------------------------------------
 DI9222  NETWORK    0.74   1.06           0.25   0.34   0.54      0.07177895
 DI9222  -------------------------------------------------------------------
 DI9222  Click here for local accuracies and other accuracy information.
 DI9222
 DI9222.The horizontal coordinates were established by GPS observations
 DI9222.and adjusted by the National Geodetic Survey in June 2012.
 DI9222
 DI9222.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI9222.been affixed to the stable North American tectonic plate. See 
 DI9222.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI9222
 DI9222.The horizontal coordinates are valid at the epoch date displayed above
 DI9222.which is a decimal equivalence of Year/Month/Day.
 DI9222
 DI9222.The orthometric height was determined by GPS observations and a
 DI9222.high-resolution geoid model using precise GPS observation and
 DI9222.processing techniques.
 DI9222
 DI9222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9222.GEOID18 height accuracy estimate available here.
 DI9222
 DI9222.Click photographs - Photos may exist for this station.
 DI9222
 DI9222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI9222
 DI9222.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI9222
 DI9222.The ellipsoidal height was determined by GPS observations
 DI9222.and is referenced to NAD 83.
 DI9222
 DI9222. The following values were computed from the NAD 83(2011) position.
 DI9222
 DI9222;                    North         East     Units Scale Factor Converg.
 DI9222;SPC FL E     -   670,975.825   146,412.982   MT  0.99997659   -0 16 55.4
 DI9222;SPC FL E     - 2,201,359.85    480,356.59   sFT  0.99997659   -0 16 55.4
 DI9222;UTM  17      - 3,361,878.872   446,431.266   MT  0.99963540   -0 16 55.4
 DI9222
 DI9222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI9222!SPC FL E     -   1.00000409  x   0.99997659  =   0.99998068
 DI9222!UTM  17      -   1.00000409  x   0.99963540  =   0.99963949
 DI9222
 DI9222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4643161878(NAD 83)
 DI9222
 DI9222                          SUPERSEDED SURVEY CONTROL
 DI9222
 DI9222  NAD 83(2007)-  30 23 15.72329(N)    081 33 27.33698(W) AD(2002.00) B
 DI9222  ELLIP H (06/10/09)  -26.091  (m)                       GP(2002.00) 3 2
 DI9222  NAD 83(1999)-  30 23 15.72326(N)    081 33 27.33699(W) AD(       ) B
 DI9222  ELLIP H (06/27/07)  -26.022  (m)                       GP(       ) 3 2
 DI9222
 DI9222.Superseded values are not recommended for survey control.
 DI9222
 DI9222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI9222.See file dsdata.pdf to determine how the superseded data were derived.
 DI9222
 DI9222_MARKER: F = FLANGE-ENCASED ROD
 DI9222_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI9222_STAMPING: 0219 P 2006
 DI9222_MARK LOGO: NGS
 DI9222_PROJECTION: FLUSH
 DI9222_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI9222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI9222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9222+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2010
 DI9222_ROD/PIPE-DEPTH: 10.8 meters
 DI9222
 DI9222  HISTORY     - Date     Condition        Report By
 DI9222  HISTORY     - 2006     MONUMENTED       FLDEP
 DI9222  HISTORY     - 2006     GOOD             FLDEP
 DI9222  HISTORY     - 20101003 GOOD             INDIV
 DI9222
 DI9222                          STATION DESCRIPTION
 DI9222
 DI9222'DESCRIBED BY FL DEPT OF ENV PRO 2006 (RH)
 DI9222'THE MARK IS IN THE DAMES POINT PARK, UNDER THE DAMES POINT BRIDGE,
 DI9222'ABOUT 9.0 MI NORTH OF  THE JUNCTION OF ATLANTIC AVENUE AND STATE
 DI9222'HIGHWAY 9A NORTH, IN SECTION 42, TOWNSHIP 1  SOUTH, RANGE 27 EAST.
 DI9222'
 DI9222'TO REACH THE MARK FROM THE INTERSECTION OF NEW BERLIN ROAD AND DAMES
 DI9222'POINT ROAD IN  DAMES POINT, GO SOUTH ON DAMES POINT ROAD FOR 0.55 MI
 DI9222'TO THE ENTRANCE GATE OF DAMES  POINT PARK ON THE LEFT, TURN LEFT ON
 DI9222'THE ENTRANCE ROAD AND GO SOUTH FOR 0.4 MI TO THE  MARK ON THE LEFT, A
 DI9222'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 35.5 FT WITH A
 DI9222'NGS LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH THE PARK ENTRANCE
 DI9222'ROAD AND ABOUT  1.5 FT BELOW THE LEVEL OF THE ROAD, THE DATUM POINT IS
 DI9222'RECESSED 0.4 FT BELOW THE LEVEL OF  THE NGS LOGO CAP.
 DI9222'
 DI9222'LOCATED 61.0 FT SOUTHEAST OF THE SOUTHEAST CORNER OF THE RESTROOM
 DI9222'FACILITY, 35.5 FT  SOUTHWEST OF THE SOUTHEAST CORNER OF A CHAINLINK
 DI9222'FENCE, 20.5 FT EAST-NORTHEAST OF THE  NORTHEAST END OF THE WALKWAY TO
 DI9222'THE FISHING PIER, 2.0 FT NORTHWEST OF THE RIVERBANK  EDGE AND 1.0 FT
 DI9222'NORTHWEST OF A CARSONITE WITNESS POST.
 DI9222'
 DI9222'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DI9222'
 DI9222'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DI9222
 DI9222                          STATION RECOVERY (2010)
 DI9222
 DI9222'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (WSP)
 DI9222'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0461 ***********************************************************************
 BC0461  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0461  DESIGNATION -  872 0220 12
 BC0461  PID         -  BC0461
 BC0461  STATE/COUNTY-  FL/DUVAL
 BC0461  COUNTRY     -  US
 BC0461  USGS QUAD   -  MAYPORT (2018)
 BC0461
 BC0461                         *CURRENT SURVEY CONTROL
 BC0461  ______________________________________________________________________
 BC0461* NAD 83(1986) POSITION- 30 23 40.     (N) 081 25 46.     (W)   SCALED
 BC0461* NAVD 88 ORTHO HEIGHT -     2.044 (meters)        6.71  (feet) ADJUSTED
 BC0461  ______________________________________________________________________
 BC0461  GEOID HEIGHT    -        -28.549 (meters)                     GEOID18
 BC0461  DYNAMIC HEIGHT  -          2.041 (meters)        6.70  (feet) COMP
 BC0461  MODELED GRAVITY -    979,364.7   (mgal)                       NAVD 88
 BC0461
 BC0461  VERT ORDER      -  FIRST     CLASS II
 BC0461
 BC0461.The horizontal coordinates were scaled from a map and have
 BC0461.an estimated accuracy of +/- 6 seconds.
 BC0461
 BC0461.The orthometric height was determined by differential leveling and
 BC0461.adjusted by the NATIONAL GEODETIC SURVEY
 BC0461.in May 1994.
 BC0461
 BC0461.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0461.GEOID18 height accuracy estimate available here.
 BC0461
 BC0461.This Tidal Bench Mark is designated as VM 652
 BC0461.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0461
 BC0461.This Tidal Bench Mark is designated as VM 19716
 BC0461.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0461
 BC0461.This Tidal Bench Mark is designated as VM 17404
 BC0461.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0461
 BC0461.Click photographs - Photos may exist for this station.
 BC0461
 BC0461.The dynamic height is computed by dividing the NAVD 88
 BC0461.geopotential number by the normal gravity value computed on the
 BC0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0461.degrees latitude (g = 980.6199 gals.).
 BC0461
 BC0461.The modeled gravity was interpolated from observed gravity values.
 BC0461
 BC0461;                    North         East    Units  Estimated Accuracy
 BC0461;SPC FL E     -   671,670.      158,730.      MT  (+/- 180 meters Scaled)
 BC0461
 BC0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP587625(NAD 83)
 BC0461
 BC0461                          SUPERSEDED SURVEY CONTROL
 BC0461
 BC0461  NAVD 88 (06/15/91)    2.057  (m)            6.75   (f) SUPERSEDED  1 2
 BC0461  NGVD 29 (??/??/92)    2.396  (m)            7.86   (f) SUPERSEDED  1 2
 BC0461  NGVD 29 (09/01/92)    2.383  (m)            7.82   (f) ADJUSTED    1 2
 BC0461
 BC0461.Superseded values are not recommended for survey control.
 BC0461
 BC0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0461.See file dsdata.pdf to determine how the superseded data were derived.
 BC0461
 BC0461_MARKER: DB = BENCH MARK DISK
 BC0461_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC0461_SP_SET: RETAINING WALL
 BC0461_STAMPING: 12 7.861
 BC0461_MARK LOGO: CGS
 BC0461_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0461+STABILITY: SURFACE MOTION
 BC0461_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0461+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 BC0461
 BC0461  HISTORY     - Date     Condition        Report By
 BC0461  HISTORY     - 1958     MONUMENTED       CGS
 BC0461  HISTORY     - 1970     GOOD             NGS
 BC0461  HISTORY     - 1987     GOOD             FLDNR
 BC0461  HISTORY     - 19910419 GOOD             NGS
 BC0461  HISTORY     - 20070523 GOOD             FLDEP
 BC0461
 BC0461                          STATION DESCRIPTION
 BC0461
 BC0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0461'AT MAYPORT.
 BC0461'AT MAYPORT, ABOUT 0.25 MILE NORTHEAST ALONG OCEAN AVENUE FROM
 BC0461'THE POST OFFICE, NEAR THE JUNCTION OF OCEAN AVENUE AND PALMER
 BC0461'AVENUE, ON TOP OF A CONCRETE RETAINING WALL ALONG THE NORTHEAST
 BC0461'SIDE OF PALMER AVENUE, 96 FEET SOUTHEAST OF THE CENTER LINE OF
 BC0461'OCEAN AVENUE, 15 1/2 FEET NORTHEAST OF THE CENTER LINE OF PALMER
 BC0461'AVENUE, 22 FEET NORTHWEST OF THE NORTHWEST END OF A ROW OF STEPS
 BC0461'IN THE WALL, 1.5 FEET SOUTHEAST OF A POINT WHERE THE WALL STEPS
 BC0461'DOWN ABOUT 1 FOOT AND ABOUT 2 1/2 FEET ABOVE THE LEVEL OF PALMER
 BC0461'AVENUE.
 BC0461
 BC0461                          STATION RECOVERY (1987)
 BC0461
 BC0461'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC0461'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE STRICKLAND
 BC0461'APARTMENT HOUSE AND THE SIDEWALK ARE NO LONGER THERE.  THE MARK IS AT
 BC0461'THE CORNER OF PALMER AND OCEAN AVENUES, THE MARK BEARS 16.3 FEET
 BC0461'NORTHEAST OF THE CENTERLINE OF PALMER AVENUE, 94.5 FEET SOUTHEAST OF
 BC0461'THE CENTERLINE OF HICHWAY A1A, AND 18.9 FEET SOUTHWEST OF A POWER
 BC0461'POLE.  THE MARK IS 2 FT ABOVE THE ROAD.
 BC0461
 BC0461                          STATION RECOVERY (1991)
 BC0461
 BC0461'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0461'IN MAYPORT, AT THE INTERSECTION OF OCEAN AND PALMER STREETS, IN A
 BC0461'CONCRETE RETAINING WALL ALONG THE NORTHEAST SIDE OF PALMER STREET,
 BC0461'28.9 M (94.8 FT) SOUTHEAST OF THE CENTERLINE OF OCEAN STREET, 17.5 M
 BC0461'(57.4 FT) EAST OF UTILITY POLE NUMBER 20, 6.6 M (21.7 FT) NORTHWEST
 BC0461'OF THE SOUTHEAST END OF THE RETAINING WALL, 5.6 M (18.4 FT) NORTHEAST
 BC0461'OF CENTER OF PALMER STREET, 5.8 M (19.0 FT) SOUTH-SOUTHWEST OF
 BC0461'UTILITY POLE NUMBER 146, 0.5 M (1.6 FT) ABOVE THE LEVEL OF PALMER
 BC0461'STREET, AND 0.2 M (0.7 FT) SOUTHWEST OF A WITNESS POST.
 BC0461
 BC0461                          STATION RECOVERY (2007)
 BC0461
 BC0461'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC0461'THE MARK IS IN MAYPORT, AT THE JUNCTION OF OCEAN AND PALMER STREET,
 BC0461'ESTIMATED SECTION 30, TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 BC0461'
 BC0461'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE
 BC0461'HIGHWAY 10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF
 BC0461'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6
 BC0461'KM) TO THE JUNCTION OF STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET)
 BC0461'AND STATE HIGHWAY A1A NORTH (STATE ROAD) ON THE LEFT, TURN LEFT ON
 BC0461'STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) AND GO NORTHWEST FOR
 BC0461'3.4 MI (5.8 KM) TO THE JUNCTION OF PALMER STREET ON THE RIGHT AND THE
 BC0461'MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE CONCRETE RETAINING WALL
 BC0461'ALONG THE NORTHEAST SIDE OF PALMER STREET AND ABOUT 1.5 FT (0.5 M)
 BC0461'ABOVE THE LEVEL OF PALMER STREET.
 BC0461'
 BC0461'LOCATED 94.8 FT (28.9 M) SOUTHEAST OF THE CENTERLINE OF OCEAN STREET,
 BC0461'21.7 FT (6.6 M) NORTHWEST OF THE SOUTHEAST CORNER END OF THE RETAINING
 BC0461'WALL, 18.4 FT (5.6 M) NORTHEAST OF THE CENTERLINE OF PALMER STREET AND
 BC0461'0.2 FT (0.1 M) SOUTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0462 ***********************************************************************
 BC0462  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0462  DESIGNATION -  872 0220 13
 BC0462  PID         -  BC0462
 BC0462  STATE/COUNTY-  FL/DUVAL
 BC0462  COUNTRY     -  US
 BC0462  USGS QUAD   -  MAYPORT (2018)
 BC0462
 BC0462                         *CURRENT SURVEY CONTROL
 BC0462  ______________________________________________________________________
 BC0462* NAD 83(1986) POSITION- 30 23 36.     (N) 081 25 40.     (W)   SCALED
 BC0462* NAVD 88 ORTHO HEIGHT -     2.110 (meters)        6.92  (feet) ADJUSTED
 BC0462  ______________________________________________________________________
 BC0462  GEOID HEIGHT    -        -28.551 (meters)                     GEOID18
 BC0462  DYNAMIC HEIGHT  -          2.107 (meters)        6.91  (feet) COMP
 BC0462  MODELED GRAVITY -    979,364.6   (mgal)                       NAVD 88
 BC0462
 BC0462  VERT ORDER      -  FIRST     CLASS II
 BC0462
 BC0462.The horizontal coordinates were scaled from a map and have
 BC0462.an estimated accuracy of +/- 6 seconds.
 BC0462
 BC0462.The orthometric height was determined by differential leveling and
 BC0462.adjusted by the NATIONAL GEODETIC SURVEY
 BC0462.in January 2010.
 BC0462
 BC0462.No vertical observational check was made to the station.
 BC0462
 BC0462.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0462.GEOID18 height accuracy estimate available here.
 BC0462
 BC0462.This Tidal Bench Mark is designated as VM 653
 BC0462.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0462
 BC0462.This Tidal Bench Mark is designated as VM 17405
 BC0462.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0462
 BC0462.Click photographs - Photos may exist for this station.
 BC0462
 BC0462.The dynamic height is computed by dividing the NAVD 88
 BC0462.geopotential number by the normal gravity value computed on the
 BC0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0462.degrees latitude (g = 980.6199 gals.).
 BC0462
 BC0462.The modeled gravity was interpolated from observed gravity values.
 BC0462
 BC0462;                    North         East    Units  Estimated Accuracy
 BC0462;SPC FL E     -   671,550.      158,890.      MT  (+/- 180 meters Scaled)
 BC0462
 BC0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP589624(NAD 83)
 BC0462
 BC0462                          SUPERSEDED SURVEY CONTROL
 BC0462
 BC0462  NAVD 88 (06/15/91)    2.106  (m)            6.91   (f) SUPERSEDED  1 2
 BC0462  NGVD 29 (??/??/92)    2.445  (m)            8.02   (f) SUPERSEDED  1 2
 BC0462  NGVD 29 (09/01/92)    2.445  (m)            8.02   (f) ADJUSTED    1 2
 BC0462
 BC0462.Superseded values are not recommended for survey control.
 BC0462
 BC0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0462.See file dsdata.pdf to determine how the superseded data were derived.
 BC0462
 BC0462_MARKER: DB = BENCH MARK DISK
 BC0462_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC0462_SP_SET: STEP
 BC0462_STAMPING: 13 8.022
 BC0462_MARK LOGO: CGS
 BC0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0462+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 BC0462
 BC0462  HISTORY     - Date     Condition        Report By
 BC0462  HISTORY     - UNK      MONUMENTED       CGS
 BC0462  HISTORY     - 1970     GOOD             NGS
 BC0462  HISTORY     - 1987     GOOD             FLDNR
 BC0462  HISTORY     - 19910419 GOOD             NGS
 BC0462  HISTORY     - 20070523 GOOD             FLDEP
 BC0462
 BC0462                          STATION DESCRIPTION
 BC0462
 BC0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BC0462'AT MAYPORT.
 BC0462'AT MAYPORT, ABOUT 0.25 MILE NORTHEAST ALONG OCEAN AVENUE FROM
 BC0462'THE POST OFFICE, THENCE 0.1 MILE SOUTHEAST ALONG PALMER AVENUE,
 BC0462'SET ON THE TOP OF THE NORTHWEST END OF THE SECOND STEP OF THREE
 BC0462'AT THE ENTRANCE TO PUBLIC SCHOOL NO. 32, 36 FEET NORTHEAST OF THE
 BC0462'CENTER LINE OF PALMER AVENUE, 20 FEET NORTH OF A FLAGPOLE, 7
 BC0462'FEET SOUTHWEST OF THE CENTER LINE OF ENTRANCE TO SCHOOL AND 1 FOOT
 BC0462'ABOVE THE LEVEL OF PALMER AVENUE.
 BC0462
 BC0462                          STATION RECOVERY (1987)
 BC0462
 BC0462'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC0462'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THAT PUBLIC SCHOOL
 BC0462'NO. 32 IS NOW THE MARINE SCIENCE EDUCATION CENTER, SCHOOL NO. 32,
 BC0462'DUVAL COUNTY.
 BC0462
 BC0462                          STATION RECOVERY (1991)
 BC0462
 BC0462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0462'IN MAYPORT, AT 1347 PALMER STREET, NEAR THE NORTHWEST END OF THE
 BC0462'BOTTOM STEP AT THE MAIN ENTRANCE TO THE MARINE SCIENCE EDUCATION
 BC0462'CENTER SCHOOL NUMBER 32, 15.2 M (49.9 FT) SOUTH-SOUTHEAST OF THE
 BC0462'NORTHWEST CORNER OF THE BUILDING, 10.4 M (34.1 FT) NORTHEAST OF THE
 BC0462'STREET CENTER, AND 6.1 M (20.0 FT) EAST-SOUTHEAST OF A FLAG POLE.
 BC0462
 BC0462                          STATION RECOVERY (2007)
 BC0462
 BC0462'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC0462'THE MARK IS IN MAYPORT, AT 1347 PALMER STREET, ESTIMATED SECTION 30,
 BC0462'TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 BC0462'
 BC0462'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE
 BC0462'HIGHWAY 10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF
 BC0462'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6
 BC0462'KM) TO THE JUNCTION OF STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET)
 BC0462'AND STATE HIGHWAY A1A NORTH (STATE ROAD) ON THE LEFT, TURN LEFT ON
 BC0462'STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) AND GO NORTHWEST FOR
 BC0462'3.4 MI (5.8 KM) TO THE JUNCTION OF PALMER STREET ON THE RIGHT, TURN
 BC0462'RIGHT ON PALMER STREET AND GO SOUTHEAST FOR 0.1 MI (0.1 KM) TO THE
 BC0462'MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE CONCRETE STEP AT THE
 BC0462'NORTHWEST CORNER OF THE BOTTOM STEP AT THE MAIN ENTRANCE TO THE MARINE
 BC0462'SCIENCE EDUCATION CENTER SCHOOL NUMBER 32 AND ABOUT 0.5 FT (0.5 M)
 BC0462'ABOVE THE LEVEL OF PALMER STREET.
 BC0462'
 BC0462'LOCATED 50.0 FT (15.2 M) SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF
 BC0462'THE BUILDING, 34.0 FT (10.4 M) NORTHEAST OF THE APPROXIMATE CENTERLINE
 BC0462'OF PALMER STREET AND 20.0 FT (6.1 M) EAST-SOUTHEAST OF A FLAG POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0466 ***********************************************************************
 BC0466  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0466  DESIGNATION -  872 0220 9
 BC0466  PID         -  BC0466
 BC0466  STATE/COUNTY-  FL/DUVAL
 BC0466  COUNTRY     -  US
 BC0466  USGS QUAD   -  MAYPORT (2018)
 BC0466
 BC0466                         *CURRENT SURVEY CONTROL
 BC0466  ______________________________________________________________________
 BC0466* NAD 83(1986) POSITION- 30 23 36.     (N) 081 25 50.     (W)   SCALED
 BC0466* NAVD 88 ORTHO HEIGHT -     0.921 (meters)        3.02  (feet) ADJUSTED
 BC0466  ______________________________________________________________________
 BC0466  GEOID HEIGHT    -        -28.548 (meters)                     GEOID18
 BC0466  DYNAMIC HEIGHT  -          0.920 (meters)        3.02  (feet) COMP
 BC0466  MODELED GRAVITY -    979,364.6   (mgal)                       NAVD 88
 BC0466
 BC0466  VERT ORDER      -  FIRST     CLASS II
 BC0466
 BC0466.The horizontal coordinates were scaled from a map and have
 BC0466.an estimated accuracy of +/- 6 seconds.
 BC0466
 BC0466.The orthometric height was determined by differential leveling and
 BC0466.adjusted by the NATIONAL GEODETIC SURVEY
 BC0466.in January 2010.
 BC0466
 BC0466.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0466.GEOID18 height accuracy estimate available here.
 BC0466
 BC0466.This Tidal Bench Mark is designated as VM 660
 BC0466.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0466
 BC0466.Click photographs - Photos may exist for this station.
 BC0466
 BC0466.The dynamic height is computed by dividing the NAVD 88
 BC0466.geopotential number by the normal gravity value computed on the
 BC0466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0466.degrees latitude (g = 980.6199 gals.).
 BC0466
 BC0466.The modeled gravity was interpolated from observed gravity values.
 BC0466
 BC0466;                    North         East    Units  Estimated Accuracy
 BC0466;SPC FL E     -   671,550.      158,620.      MT  (+/- 180 meters Scaled)
 BC0466
 BC0466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP586624(NAD 83)
 BC0466
 BC0466                          SUPERSEDED SURVEY CONTROL
 BC0466
 BC0466  NAVD 88 (04/25/02)    0.918  (m)            3.01   (f) SUPERSEDED  2 1
 BC0466  NAVD 88 (06/15/91)    0.923  (m)            3.03   (f) SUPERSEDED  1 2
 BC0466  NGVD 29 (??/??/92)    1.262  (m)            4.14   (f) ADJ UNCH    1 2
 BC0466
 BC0466.Superseded values are not recommended for survey control.
 BC0466
 BC0466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0466.See file dsdata.pdf to determine how the superseded data were derived.
 BC0466
 BC0466_MARKER: P = PIPE CAP
 BC0466_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BC0466_MARK LOGO: CGS
 BC0466_PROJECTION: RECESSED 46 CENTIMETERS
 BC0466_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC0466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC0466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC0466+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 BC0466
 BC0466  HISTORY     - Date     Condition        Report By
 BC0466  HISTORY     - UNK      MONUMENTED       CGS
 BC0466  HISTORY     - 1958     GOOD             CGS
 BC0466  HISTORY     - 1974     MARK NOT FOUND   NGS
 BC0466  HISTORY     - 1987     GOOD             FLDNR
 BC0466  HISTORY     - 20070523 GOOD             FLDEP
 BC0466
 BC0466                          STATION DESCRIPTION
 BC0466
 BC0466'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BC0466'AT MAYPORT.
 BC0466'THE MARK IS LOCATED ON THE PROPERTY OF THE STATE HIGHWAY DEPARTMENT
 BC0466'(ST. JOHNS FERRY SERVICE), 46.0 FEET WEST OF CENTERLINE OF OCEAN
 BC0466'STREET, 34.0 FEET SOUTHWEST OF FENCE CORNER IN THE NORTHEAST
 BC0466'CORNER OF STATE PROPERTY AND 3.2 FEET EAST OF NORTHEAST CORNER
 BC0466'OF WAREHOUSE.  AN IRON CAP, RIVETED ON THE TOP OF A 1-INCH
 BC0466'GALVANIZED-IRON PIPE, SET IN THE TOP OF A 4-INCH TERRA-COTTA PIPE
 BC0466'WHICH IS SET IN CEMENT ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BC0466'GROUND AND IS BOXED IN WITH TOP OF BOX JUST BELOW THE SURFACE
 BC0466'OF THE GROUND.
 BC0466
 BC0466                          STATION RECOVERY (1974)
 BC0466
 BC0466'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BC0466'ASSUMED DESTROYED.
 BC0466
 BC0466                          STATION RECOVERY (1987)
 BC0466
 BC0466'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC0466'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT NOW A PVC SLEEVE
 BC0466'IS AROUND THE IRON PIPE.
 BC0466
 BC0466                          STATION RECOVERY (2007)
 BC0466
 BC0466'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC0466'THE MARK IS IN MAYPORT, AT 4610 OCEAN STREET, THE FLORIDA DEPARTMENT
 BC0466'OF TRANSPORTATION FERRY MAINTENANCE FACILITY, ESTIMATED SECTION 30,
 BC0466'TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 BC0466'
 BC0466'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE
 BC0466'HIGHWAY 10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF
 BC0466'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6
 BC0466'KM) TO THE JUNCTION OF STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET)
 BC0466'AND STATE HIGHWAY A1A NORTH (STATE ROAD) ON THE LEFT, TURN LEFT ON
 BC0466'STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) AND GO NORTHWEST FOR
 BC0466'3.25 MI (5.8 KM) TO THE ENTRANCE TO THE FLORIDA DEPARTMENT OF
 BC0466'TRANSPORTATION FERRY MAINTENANCE FACILITY GROUND ON THE LEFT AND THE
 BC0466'MARK ON THE LEFT, AN IRON CAP RIVETED ON THE TOP OF A 1-INCH (3 CM)
 BC0466'GALVANIZED IRON PIPE RECESSED 1.5 FT (0.5 M) BELOW THE LEVEL OF THE
 BC0466'GROUND AND ENCASED IN A 6-INCH (15 CM) PVC PIPE PROJECTING 1.0 FT (0.3
 BC0466'M) ABOVE THE LEVEL OF THE GROUND AND LEVEL WITH STATE HIGHWAY A1A, THE
 BC0466'PVC PIPE HAS A METAL WITNESS SIGN ATTACHED TO IT.
 BC0466'
 BC0466'LOCATED 63.5 FT (19.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 BC0466'ENTRANCE TO THE FACILITY, 46.0 FT (14.0 M) WEST OF THE CENTERLINE OF
 BC0466'OCEAN STREET, 34.0 FT (10.4 M) SOUTHEAST OF A FENCE CORNER IN THE
 BC0466'NORTHEAST CORNER OF THE GROUND, 3.0 FT (0.9 M) EAST OF THE NORTHEAST
 BC0466'CORNER OF THE WAREHOUSE AND 0.4 FT (0.1 M) EAST OF A CARSONITE WITNESS
 BC0466'POST.
 BC0466'
 BC0466'NOTE--ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2486 ***********************************************************************
 BC2486  FBN         -  This is a Federal Base Network Control Station.
 BC2486  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2486  DESIGNATION -  872 0220 A
 BC2486  PID         -  BC2486
 BC2486  STATE/COUNTY-  FL/DUVAL
 BC2486  COUNTRY     -  US
 BC2486  USGS QUAD   -  MAYPORT (2018)
 BC2486
 BC2486                         *CURRENT SURVEY CONTROL
 BC2486  ______________________________________________________________________
 BC2486* NAD 83(2011) POSITION- 30 23 35.76926(N) 081 25 52.78348(W)   ADJUSTED
 BC2486* NAD 83(2011) ELLIP HT-   -27.296 (meters)        (06/27/12)   ADJUSTED
 BC2486* NAD 83(2011) EPOCH   -  2010.00
 BC2486* NAVD 88 ORTHO HEIGHT -     1.247 (meters)        4.09  (feet) ADJUSTED
 BC2486  ______________________________________________________________________
 BC2486  GEOID HEIGHT    -        -28.547 (meters)                     GEOID18
 BC2486  NAD 83(2011) X  -    820,410.238 (meters)                     COMP
 BC2486  NAD 83(2011) Y  - -5,444,844.214 (meters)                     COMP
 BC2486  NAD 83(2011) Z  -  3,208,040.203 (meters)                     COMP
 BC2486  LAPLACE CORR    -         -1.51  (seconds)                    DEFLEC18
 BC2486  DYNAMIC HEIGHT  -          1.245 (meters)        4.08  (feet) COMP
 BC2486  MODELED GRAVITY -    979,364.6   (mgal)                       NAVD 88
 BC2486
 BC2486  VERT ORDER      -  FIRST     CLASS II
 BC2486
 BC2486  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BC2486  Standards:
 BC2486         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BC2486            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BC2486  -------------------------------------------------------------------
 BC2486  NETWORK    0.34   0.86           0.14   0.14   0.44     -0.00780292
 BC2486  -------------------------------------------------------------------
 BC2486  Click here for local accuracies and other accuracy information.
 BC2486
 BC2486.The horizontal coordinates were established by GPS observations
 BC2486.and adjusted by the National Geodetic Survey in June 2012.
 BC2486
 BC2486.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BC2486.been affixed to the stable North American tectonic plate. See 
 BC2486.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BC2486
 BC2486.The horizontal coordinates are valid at the epoch date displayed above
 BC2486.which is a decimal equivalence of Year/Month/Day.
 BC2486
 BC2486.The orthometric height was determined by differential leveling and
 BC2486.adjusted by the NATIONAL GEODETIC SURVEY
 BC2486.in January 2010.
 BC2486
 BC2486.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2486.GEOID18 height accuracy estimate available here.
 BC2486
 BC2486.This Tidal Bench Mark is designated as VM 657
 BC2486.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2486
 BC2486.This Tidal Bench Mark is designated as VM 13982
 BC2486.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2486
 BC2486.This Tidal Bench Mark is designated as VM 19717
 BC2486.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2486
 BC2486.Click photographs - Photos may exist for this station.
 BC2486
 BC2486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BC2486
 BC2486.The Laplace correction was computed from DEFLEC18 derived deflections.
 BC2486
 BC2486.The ellipsoidal height was determined by GPS observations
 BC2486.and is referenced to NAD 83.
 BC2486
 BC2486.The dynamic height is computed by dividing the NAVD 88
 BC2486.geopotential number by the normal gravity value computed on the
 BC2486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2486.degrees latitude (g = 980.6199 gals.).
 BC2486
 BC2486.The modeled gravity was interpolated from observed gravity values.
 BC2486
 BC2486. The following values were computed from the NAD 83(2011) position.
 BC2486
 BC2486;                    North         East     Units Scale Factor Converg.
 BC2486;SPC FL E     -   671,540.131   158,550.012   MT  0.99996236   -0 13 05.6
 BC2486;SPC FL E     - 2,203,211.25    520,176.16   sFT  0.99996236   -0 13 05.6
 BC2486;UTM  17      - 3,362,442.986   458,564.155   MT  0.99962118   -0 13 05.6
 BC2486
 BC2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC2486!SPC FL E     -   1.00000429  x   0.99996236  =   0.99996665
 BC2486!UTM  17      -   1.00000429  x   0.99962118  =   0.99962547
 BC2486
 BC2486:                Primary Azimuth Mark                     Grid Az
 BC2486:SPC FL E     -  872 0218 A                               038 43 33.6
 BC2486:UTM  17      -  872 0218 A                               038 43 33.6
 BC2486
 BC2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5856462442(NAD 83)
 BC2486
 BC2486|---------------------------------------------------------------------|
 BC2486| PID    Reference Object                     Distance      Geod. Az  |
 BC2486|                                                           dddmmss.s |
 BC2486| DI9221 872 0218 A                          APPROX. 0.6 KM 0383028.0 |
 BC2486|---------------------------------------------------------------------|
 BC2486
 BC2486                          SUPERSEDED SURVEY CONTROL
 BC2486
 BC2486  NAD 83(2007)-  30 23 35.76960(N)    081 25 52.78440(W) AD(2002.00) B
 BC2486  ELLIP H (06/10/09)  -27.343  (m)                       GP(2002.00) 3 2
 BC2486  NAD 83(2007)-  30 23 35.76925(N)    081 25 52.78419(W) AD(2002.00) 0
 BC2486  ELLIP H (02/10/07)  -27.270  (m)                       GP(2002.00)    
 BC2486  NAD 83(1999)-  30 23 35.76951(N)    081 25 52.78443(W) AD(       ) A
 BC2486  ELLIP H (04/12/01)  -27.273  (m)                       GP(       ) 4 1
 BC2486  ELLIP H (06/02/94)  -27.267  (m)                       GP(       ) 3 1
 BC2486  NAD 83(1990)-  30 23 35.76883(N)    081 25 52.78429(W) AD(       ) B
 BC2486  ELLIP H (09/13/90)  -27.346  (m)                       GP(       ) 4 1
 BC2486  NAVD 88               1.27   (m)            4.2    (f) LEVELING    3  
 BC2486  NAVD 88 (05/20/94)    1.267  (m)            4.16   (f) SUPERSEDED  1 2
 BC2486  NGVD 29 (09/01/92)    1.605  (m)            5.27   (f) ADJUSTED    1 2
 BC2486  NGVD 29               1.62   (m)            5.3    (f) LEVELING    3  
 BC2486
 BC2486.Superseded values are not recommended for survey control.
 BC2486
 BC2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2486.See file dsdata.pdf to determine how the superseded data were derived.
 BC2486
 BC2486_MARKER: DJ = TIDAL STATION DISK
 BC2486_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2486_STAMPING: 0220 A 1978
 BC2486_MARK LOGO: NOS
 BC2486_PROJECTION: FLUSH
 BC2486_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2486+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2024
 BC2486
 BC2486  HISTORY     - Date     Condition        Report By
 BC2486  HISTORY     - 1978     MONUMENTED       NOS
 BC2486  HISTORY     - 1987     GOOD             FLDNR
 BC2486  HISTORY     - 1988     GOOD             NGS
 BC2486  HISTORY     - 19890427 GOOD
 BC2486  HISTORY     - 19910419 GOOD             NGS
 BC2486  HISTORY     - 19930210 GOOD             NGS
 BC2486  HISTORY     - 19951203 SEE DESCRIPTION  NGS
 BC2486  HISTORY     - 19990405 GOOD             LDBLS
 BC2486  HISTORY     - 20020510 GOOD             BAH
 BC2486  HISTORY     - 2006     GOOD             FLDEP
 BC2486  HISTORY     - 20070129 GOOD             DEGROV
 BC2486  HISTORY     - 20070523 GOOD             FLDEP
 BC2486  HISTORY     - 20080109 GOOD             OPUS
 BC2486  HISTORY     - 20240117 GOOD             PICKET
 BC2486
 BC2486                          STATION DESCRIPTION
 BC2486
 BC2486'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 BC2486'THE MARK IS SET IN THE FLORIDA DEPARTMENT OF TRANSPORTATION MAYPORT
 BC2486'FERRY MAINTENANCE YARD.  THE MARK BEARS 8.7 FEET SOUTHEAST OF A FLAG
 BC2486'POLE, 0.8 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE DRIVEWAY CURB,
 BC2486'AND 65.0 FEET SOUTHWEST OF BENCH MARK 0220 B 1978.
 BC2486
 BC2486                          STATION RECOVERY (1988)
 BC2486
 BC2486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988
 BC2486'THE STATION IS LOCATED IN MAYPORT, AT THE ST. JOHNS RIVER FERRY
 BC2486'SERVICE HEADQUARTERS, NEAR THE FLAGPOLE.  OWNERSHIP--FLORIDA
 BC2486'DEPARTMENT OF TRANSPORTATION, ST. JOHNS RIVER FERRY SERVICE, 4610
 BC2486'OCEAN STREET, MAYPORT FL 32233, RAY ROCHER - MARINE CAPTAIN, PHONE
 BC2486'904-246-2922.
 BC2486'TO REACH THE STATION FROM THE POST OFFICE IN MAYPORT, GO
 BC2486'NORTH-NORTHEAST FOR 0.16 KM (0.10 MI) ON STATE HIGHWAY A1A (OCEAN ST)
 BC2486'TO THE ST. JOHNS RIVER FERRY SERVICE HEADQUARTERS ON LEFT.  TURN LEFT
 BC2486'AND GO NORTHWEST FOR 0.08 KM (0.05 MI) ON A PAVED DRIVE, PASSING
 BC2486'THROUGH GATE, TO A FLAGPOLE AND THE STATION.
 BC2486'THE STATION PROJECTS 3 CM ABOVE GROUND.  LOCATED 16.37 M (53.7 FT)
 BC2486'NORTHEAST FROM THE EAST CORNER OF A GARAGE, 13.11 M (43.0 FT)
 BC2486'WEST-SOUTHWEST FROM THE WEST CORNER OF A WAREHOUSE, 11.46 M (37.6 FT)
 BC2486'SOUTH-SOUTHEAST FROM THE SOUTH CORNER OF THE OFFICE BUILDING, 2.68 M
 BC2486'(8.8 FT) SOUTHEAST FROM THE FLAGPOLE AND 0.18 M (0.6 FT) SOUTHEAST
 BC2486'FROM A CARSONITE WITNESS POST.
 BC2486'DESCRIBED BY D.F. CALLAHAN.
 BC2486
 BC2486                          STATION RECOVERY (1989)
 BC2486
 BC2486'RECOVERED 1989
 BC2486'RECOVERED IN GOOD CONDITION.
 BC2486
 BC2486                          STATION RECOVERY (1991)
 BC2486
 BC2486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC2486'IN MAYPORT, AT 4610 OCEAN STREET, 17.4 M (57.1 FT) NORTHEAST OF THE
 BC2486'NORTHEAST CORNER OF A GARAGE, 11.5 M (37.7 FT) SOUTHEAST OF THE
 BC2486'SOUTHEAST CORNER OF THE FERRY MAINTENANCE OFFICE AT 4610 OCEAN
 BC2486'STREET, AND 2.7 M (8.9 FT) SOUTHEAST OF A FLAG POLE.  NOTE--THE DISK
 BC2486'IS ENCASED IN A 4-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND
 BC2486'SURFACE.BELOW THE GROUND SURFACE.
 BC2486
 BC2486                          STATION RECOVERY (1993)
 BC2486
 BC2486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 BC2486'THE STATION IS LOCATED IN MAYPORT, AT THE ST. JOHNS RIVER FERRY
 BC2486'SERVICE HEADQUARTERS, NEAR THE FLAGPOLE.  OWNERSHIP--FLORIDA
 BC2486'DEPARTMENT OF TRANSPORTATION, ST. JOHNS RIVER FERRY SERVICE, 4610
 BC2486'OCEAN STREET, MAYPORT FL 32233, SAM ESELY OR RAY ROCHER - MARINE
 BC2486'CAPTAIN, PHONE 904-246-2922.
 BC2486'TO REACH THE STATION FROM THE POST OFFICE IN MAYPORT, GO
 BC2486'NORTH-NORTHEAST FOR 0.16 KM (0.10 MI) ON STATE HIGHWAY A1A (OCEAN
 BC2486'STREET) TO THE ST. JOHNS RIVER FERRY SERVICE HEADQUARTERS ON LEFT.
 BC2486'TURN LEFT AND GO NORTHWEST FOR 0.08 KM (0.05 MI) ON A PAVED DRIVE,
 BC2486'PASSING THROUGH GATE, TO A FLAGPOLE AND THE STATION.
 BC2486'THE STATION PROJECTS 3 CM ABOVE GROUND.  LOCATED 16.37 M (53.71 FT)
 BC2486'NORTHEAST FROM THE EAST CORNER OF A GARAGE, 13.11 M (43.01 FT)
 BC2486'WEST-SOUTHWEST FROM THE WEST CORNER OF A WAREHOUSE, 11.46 M
 BC2486'(37.60 FT) SOUTH-SOUTHEAST FROM THE SOUTH CORNER OF THE OFFICE
 BC2486'BUILDING, 2.68 M (8.79 FT) SOUTHEAST FROM THE FLAGPOLE AND 0.18 M
 BC2486'(0.59 FT) SOUTHEAST FROM A CARSONITE WITNESS POST.
 BC2486
 BC2486                          STATION RECOVERY (1995)
 BC2486
 BC2486'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (CFS)
 BC2486'THE STATION IS LOCATED ABOUT 2.0 MI (3.2 KM) NORTHWEST OF THE MAYPORT
 BC2486'NAVAL STATION MAIN GATE, 0.2 MI (0.3 KM) SOUTH OF THE ST JOHNS RIVER,
 BC2486'IN MAYPORT AND AT THE ST JOHNS RIVER FERRY SERVICE HEADQUARTERS NEAR A
 BC2486'FLAGPOLE.  OWNERSHIP -- FLORIDA DEPARTMENT OF TRANSPORTATION, ST JOHNS
 BC2486'RIVER FERRY SERVICE, 4610 OCEAN STREET, MAYPORT, FL 32233, SAM ESELY
 BC2486'OR RAY ROCHER - MARINE CAPTAINS, PHONE (904) 246-2922.  TO REACH THE
 BC2486'STATION FROM THE POST OFFICE IN MAYPORT, GO NORTH-NORTHEAST ON STATE
 BC2486'HIGHWAY A1A (OCEAN STREET) FOR 0.1 MI (0.2 KM) TO THE ST JOHNS RIVER
 BC2486'FERRY SERVICE HEADQUARTERS AND A GATE ON THE LEFT, TURN LEFT, PASS
 BC2486'THROUGH GATE AND GO NORTHWEST FOR 0.05 MI (0.08 KM) ON A PAVED DRIVE
 BC2486'TO A FLAGPOLE AND THE STATION AHEAD.  THE STATION IS PROJECTING 3 CM
 BC2486'ABOVE GROUND AND HAS BEEN DROVE OVER BY VEHICLES, THE EDGES OF THE BM
 BC2486'DISK AFFIXED TO THE TOP OF A STAINLESS STEEL ROD ARE TURNED DOWN BUT
 BC2486'THE ACTUAL SURVEYED POINT APPEARS TO BE UNDISTURBED, 53.7 FT (16.4 M)
 BC2486'NORTHEAST OF THE EAST CORNER OF A GARAGE, 43.0 FT (13.1 M)
 BC2486'WEST-SOUTHWEST OF THE WEST CORNER OF A WAREHOUSE, 37.6 FT (11.5 M)
 BC2486'SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE OFFICE BUILDING AND 2.7 FT
 BC2486'(0.8 M) SOUTHEAST OF A FLAGPOLE.  DRL.
 BC2486
 BC2486                          STATION RECOVERY (1999)
 BC2486
 BC2486'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 1999
 BC2486'RECOVERED AS DESCRIBED.
 BC2486
 BC2486                          STATION RECOVERY (2002)
 BC2486
 BC2486'RECOVERY NOTE BY BERRYMAN & HENIGAR 2002 (KW)
 BC2486'RECOVERED AS DESCRIBED (ARG)
 BC2486'
 BC2486
 BC2486                          STATION RECOVERY (2006)
 BC2486
 BC2486'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (RH)
 BC2486'RECOVERED IN GOOD CONDITION.
 BC2486
 BC2486                          STATION RECOVERY (2007)
 BC2486
 BC2486'RECOVERY NOTE BY DEGROVE SURVEYORS INCORPORATED 2007
 BC2486'RECOVERED AS DESCRIBED
 BC2486'ADD CONTACT FRED BERLEY, GENERAL MANAGER HORN BLOWER MARINE SERVICES,
 BC2486'BEFORE VISITING SITE. OFFICE 904-241-9969 EXT 11, CELL 904-705-4167
 BC2486
 BC2486                          STATION RECOVERY (2007)
 BC2486
 BC2486'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC2486'THE MARK IS IN MAYPORT, AT 4610 OCEAN STREET, THE FLORIDA DEPARTMENT
 BC2486'OF TRANSPORTATION FERRY MAINTENANCE FACILITY, ESTIMATED SECTION 30,
 BC2486'TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 BC2486'
 BC2486'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE
 BC2486'HIGHWAY 10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF
 BC2486'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6
 BC2486'KM) TO THE JUNCTION OF STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET)
 BC2486'AND STATE HIGHWAY A1A NORTH (STATE ROAD) ON THE LEFT, TURN LEFT ON
 BC2486'STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) AND GO NORTHWEST FOR
 BC2486'3.25 MI (5.8 KM) TO THE ENTRANCE TO THE FLORIDA DEPARTMENT OF
 BC2486'TRANSPORTATION FERRY MAINTENANCE FACILITY GROUND ON THE LEFT AND THE
 BC2486'MARK ON THE LEFT, A NOS DISK ATTACHED TO THE TOP OF STAINLESS STEEL
 BC2486'ROD LEVEL WITH THE GROUND.
 BC2486'
 BC2486'LOCATED ABOUT 176.3 FT (53.7 M) NORTHWEST OF THE CENTERLINE OF OCEAN
 BC2486'STREET, 44.4 FT (13.5 M) WEST OF B.M.EDM 13, 37.8 FT (11.5 M) SOUTH OF
 BC2486'THE SOUTHWEST CORNER OF THE WAREHOUSE PORCH, 35.3 FT (10.8 M)
 BC2486'SOUTHWEST OF THE EAST CORNER OF THE OUTSIDE RESTROOM BUILDING, 8.8 FT
 BC2486'(2.7 M) SOUTHEAST OF THE FLAG POLE AND 1.5 FT (0.5 M) NORTHEAST OF THE
 BC2486'APPROXIMATE CENTERLINE OF SAINT. JOHNS RIVER FERRY SERVICE ENTRANCE
 BC2486'ROAD.
 BC2486'
 BC2486'NOTE--ROD DEPTH UNKNOWN.
 BC2486
 BC2486                          STATION RECOVERY (2008)
 BC2486
 BC2486'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 BC2486'THE MARK IS FOUND ABOUT 10.2 MI (16.5 KM) EAST-SOUTHEAST OF EASTPORT,
 BC2486'7.2 MI (11.6 KM) NORTH-NORTHWEST OF JACKSONVILLE BEACH AND IN THE TOWN
 BC2486'OF MAYPORT, FL.
 BC2486
 BC2486                          STATION RECOVERY (2024)
 BC2486
 BC2486'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2024 (JF)
 BC2486'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2545 ***********************************************************************
 BC2545  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2545  DESIGNATION -  872 0220 B
 BC2545  PID         -  BC2545
 BC2545  STATE/COUNTY-  FL/DUVAL
 BC2545  COUNTRY     -  US
 BC2545  USGS QUAD   -  MAYPORT (2018)
 BC2545
 BC2545                         *CURRENT SURVEY CONTROL
 BC2545  ______________________________________________________________________
 BC2545* NAD 83(1986) POSITION- 30 23 37.     (N) 081 25 52.     (W)   SCALED
 BC2545* NAVD 88 ORTHO HEIGHT -     1.163 (meters)        3.82  (feet) ADJUSTED
 BC2545  ______________________________________________________________________
 BC2545  GEOID HEIGHT    -        -28.547 (meters)                     GEOID18
 BC2545  DYNAMIC HEIGHT  -          1.161 (meters)        3.81  (feet) COMP
 BC2545  MODELED GRAVITY -    979,364.5   (mgal)                       NAVD 88
 BC2545
 BC2545  VERT ORDER      -  FIRST     CLASS II
 BC2545
 BC2545.The horizontal coordinates were scaled from a map and have
 BC2545.an estimated accuracy of +/- 6 seconds.
 BC2545
 BC2545.The orthometric height was determined by differential leveling and
 BC2545.adjusted by the NATIONAL GEODETIC SURVEY
 BC2545.in January 2010.
 BC2545
 BC2545.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2545.GEOID18 height accuracy estimate available here.
 BC2545
 BC2545.This Tidal Bench Mark is designated as VM 658
 BC2545.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2545
 BC2545.This Tidal Bench Mark is designated as VM 13980
 BC2545.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2545
 BC2545.Click photographs - Photos may exist for this station.
 BC2545
 BC2545.The dynamic height is computed by dividing the NAVD 88
 BC2545.geopotential number by the normal gravity value computed on the
 BC2545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2545.degrees latitude (g = 980.6199 gals.).
 BC2545
 BC2545.The modeled gravity was interpolated from observed gravity values.
 BC2545
 BC2545;                    North         East    Units  Estimated Accuracy
 BC2545;SPC FL E     -   671,580.      158,570.      MT  (+/- 180 meters Scaled)
 BC2545
 BC2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP585624(NAD 83)
 BC2545
 BC2545                          SUPERSEDED SURVEY CONTROL
 BC2545
 BC2545  NAVD 88 (05/20/94)    1.161  (m)            3.81   (f) SUPERSEDED  1 2
 BC2545  NGVD 29 (09/01/92)    1.500  (m)            4.92   (f) ADJUSTED    1 2
 BC2545
 BC2545.Superseded values are not recommended for survey control.
 BC2545
 BC2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2545.See file dsdata.pdf to determine how the superseded data were derived.
 BC2545
 BC2545_MARKER: DJ = TIDAL STATION DISK
 BC2545_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2545_STAMPING: 0220 B 1978
 BC2545_MARK LOGO: NOS
 BC2545_PROJECTION: RECESSED 3 CENTIMETERS
 BC2545_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2545_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2545+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 BC2545
 BC2545  HISTORY     - Date     Condition        Report By
 BC2545  HISTORY     - 1978     MONUMENTED       NOS
 BC2545  HISTORY     - 1987     GOOD             FLDNR
 BC2545  HISTORY     - 19910419 GOOD             NGS
 BC2545  HISTORY     - 20070523 GOOD             FLDEP
 BC2545
 BC2545                          STATION DESCRIPTION
 BC2545
 BC2545'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 BC2545'THE MARK IS SET IN THE FLORIDA DEPARTMENT OF TRANSPORTATION MAYPORT
 BC2545'FEERY MAINTENANCE YARD.  THE MARK BEARS 2.2 FEET WEST OF NORTH CORNER
 BC2545'OF WAREHOUSE, 29.4 FEET NORTH-NORTHEAST OF WEST CORNER OF WAREHOUSE,
 BC2545'68.3 FEET SOUTH-SOUTHEAST OF EAST CORNER OF A SHED AT THE BOAT RAMP,
 BC2545'AND 65.0 FEET NORTHEAST OF BENCH MARK 0220 A 1978. ROD DEPTH OF MARK
 BC2545'IS UNKNOWN.
 BC2545
 BC2545                          STATION RECOVERY (1991)
 BC2545
 BC2545'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC2545'IN MAYPORT, AT 4610 OCEAN STREET, 20.5 M (67.3 FT) EAST-NORTHEAST OF
 BC2545'A FLAG POLE, 16.2 M (53.1 FT) SOUTHEAST OF THE NORTHEAST CORNER OF
 BC2545'THE FERRY MAINTENANCE OFFICE AT 4610 OCEAN STREET, 9.4 M (30.8 FT)
 BC2545'SOUTHWEST OF A CHAIN-LINK FENCE, AND 0.7 M (2.3 FT) NORTHWEST OF THE
 BC2545'NORTHWEST CORNER OF A PORCH ALONG THE WEST SIDE OF A WAREHOUSE.
 BC2545'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE THAT IS FLUSH WITH THE
 BC2545'GROUND SURFACE.
 BC2545
 BC2545                          STATION RECOVERY (2007)
 BC2545
 BC2545'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC2545'THE MARK IS IN MAYPORT, AT 4610 OCEAN STREET, THE FLORIDA DEPARTMENT
 BC2545'OF TRANSPORTATION FERRY MAINTENANCE FACILITY, ESTIMATED SECTION 30,
 BC2545'TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 BC2545'
 BC2545'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE
 BC2545'HIGHWAY 10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF
 BC2545'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6
 BC2545'KM) TO THE JUNCTION OF STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET)
 BC2545'AND STATE HIGHWAY A1A NORTH (STATE ROAD) ON THE LEFT, TURN LEFT ON
 BC2545'STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) AND GO NORTHWEST FOR
 BC2545'3.25 MI (5.8 KM) TO THE ENTRANCE TO THE FLORIDA DEPARTMENT OF
 BC2545'TRANSPORTATION FERRY MAINTENANCE FACILITY GROUND ON THE LEFT AND THE
 BC2545'MARK ON THE LEFT, A NOS DISK ATTACHED TO THE TOP OF A METAL ROD DRIVEN
 BC2545'INTO THE GROUND AND ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.1
 BC2545'FT (0.0 M) BELOW THE LEVEL OF THE GROUND AND 0.4 FT (0.1 M) BELOW THE
 BC2545'LEVEL OF STATE HIGHWAY A1A.
 BC2545'
 BC2545'LOCATED 67.3 FT (20.5 M) EAST-NORTHEAST OF A FLAG POLE, 65.3 FT (19.9
 BC2545'M) NORTHEAST OF AN NOS DISK STAMPED 0220 A 1978, 53.1 FT (16.2 M)
 BC2545'SOUTHEAST OF THE NORTHEAST CORNER OF THE FERRY MAINTENANCE OFFICE AT
 BC2545'4610 OCEAN STREET, 29.5 FT (9.0 M) SOUTHWEST OF A CHAINLINK FENCE,
 BC2545'10.3 FT (3.1 M) NORTHEAST OF THE NORTHEST CORNER OF THE WEARHOUSE STEP
 BC2545'AND 1.6 FT (0.5 M) WEST OF THE NORTHWEST CORNER OF THE WAREHOUSE
 BC2545'PORCH.
 BC2545'
 BC2545'NOTE ROD DEPTH OF MARK IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2544 ***********************************************************************
 BC2544  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2544  DESIGNATION -  872 0220 C
 BC2544  PID         -  BC2544
 BC2544  STATE/COUNTY-  FL/DUVAL
 BC2544  COUNTRY     -  US
 BC2544  USGS QUAD   -  MAYPORT (2018)
 BC2544
 BC2544                         *CURRENT SURVEY CONTROL
 BC2544  ______________________________________________________________________
 BC2544* NAD 83(1986) POSITION- 30 23 40.     (N) 081 25 46.     (W)   SCALED
 BC2544* NAVD 88 ORTHO HEIGHT -     1.491 (meters)        4.89  (feet) ADJUSTED
 BC2544  ______________________________________________________________________
 BC2544  GEOID HEIGHT    -        -28.549 (meters)                     GEOID18
 BC2544  DYNAMIC HEIGHT  -          1.489 (meters)        4.89  (feet) COMP
 BC2544  MODELED GRAVITY -    979,364.7   (mgal)                       NAVD 88
 BC2544
 BC2544  VERT ORDER      -  FIRST     CLASS II
 BC2544
 BC2544.The horizontal coordinates were scaled from a map and have
 BC2544.an estimated accuracy of +/- 6 seconds.
 BC2544
 BC2544.The orthometric height was determined by differential leveling and
 BC2544.adjusted by the NATIONAL GEODETIC SURVEY
 BC2544.in January 2010.
 BC2544
 BC2544.No vertical observational check was made to the station.
 BC2544
 BC2544.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2544.GEOID18 height accuracy estimate available here.
 BC2544
 BC2544.This Tidal Bench Mark is designated as VM 659
 BC2544.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2544
 BC2544.This Tidal Bench Mark is designated as VM 17403
 BC2544.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2544
 BC2544.Click photographs - Photos may exist for this station.
 BC2544
 BC2544.The dynamic height is computed by dividing the NAVD 88
 BC2544.geopotential number by the normal gravity value computed on the
 BC2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2544.degrees latitude (g = 980.6199 gals.).
 BC2544
 BC2544.The modeled gravity was interpolated from observed gravity values.
 BC2544
 BC2544;                    North         East    Units  Estimated Accuracy
 BC2544;SPC FL E     -   671,670.      158,730.      MT  (+/- 180 meters Scaled)
 BC2544
 BC2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP587625(NAD 83)
 BC2544
 BC2544                          SUPERSEDED SURVEY CONTROL
 BC2544
 BC2544  NAVD 88 (05/20/94)    1.487  (m)            4.88   (f) SUPERSEDED  1 2
 BC2544  NGVD 29 (09/01/92)    1.825  (m)            5.99   (f) ADJUSTED    1 2
 BC2544
 BC2544.Superseded values are not recommended for survey control.
 BC2544
 BC2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2544.See file dsdata.pdf to determine how the superseded data were derived.
 BC2544
 BC2544_MARKER: DJ = TIDAL STATION DISK
 BC2544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2544_STAMPING: 0220 C 1978
 BC2544_MARK LOGO: NOS
 BC2544_PROJECTION: RECESSED 8 CENTIMETERS
 BC2544_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2544+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 BC2544
 BC2544  HISTORY     - Date     Condition        Report By
 BC2544  HISTORY     - 1978     MONUMENTED       NOS
 BC2544  HISTORY     - 1987     GOOD             FLDNR
 BC2544  HISTORY     - 19910419 GOOD             NGS
 BC2544  HISTORY     - 20070523 GOOD             FLDEP
 BC2544
 BC2544                          STATION DESCRIPTION
 BC2544
 BC2544'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 BC2544'BEGIN AT THE FLORIDA DEPARTMENT OF TRANSPORTATION MAYPORT FERRY
 BC2544'MAINTENANCE YARD, GO 0.15 MILE NORTHEAST ALONG STATE HIGHWAY A1A TO
 BC2544'THE INTERSECTION OF PALMER AVENUE.  THE MARK BEARS 165.3 FEET
 BC2544'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY A1A (OCEAN AVENUE), 13.8
 BC2544'FEET NORTHEAST OF THE CENTERLINE OF PALMER AVENUE, 23.5 FEET SOUTH OF
 BC2544'THE SOUTH CORNER OF A 48 FEET LONG BY 12 FEET WIDE WASTE WATER
 BC2544'TREATMENT TANK, AND 70.6 FEET SOUTHEAST OF BENCH MARK 12 7.861. ROD
 BC2544'DEPTH OF MARK IS UNKNOWN.
 BC2544
 BC2544                          STATION RECOVERY (1991)
 BC2544
 BC2544'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC2544'IN MAYPORT, AT THE INTERSECTION OF OCEAN AND PALMER STREETS, 50.2 M
 BC2544'(164.7 FT) SOUTHEAST OF THE CENTERLINE OF OCEAN STREET, 21.0 M (68.9
 BC2544'FT) NORTHWEST OF THE SOUTHWEST CORNER OF A CHAIN-LINK FENCE, 14.0 M
 BC2544'(45.9 FT) NORTHEAST OF THE BOTTOM STEP OF A HOUSE AT 1456 PALMER
 BC2544'STREET, 12.0 M (39.4 FT) NORTH OF UTILITY LIGHT POLE NUMBER 1450 WITH
 BC2544'A TRANSFORMER, AND 4.8 M (15.7 FT) NORTHEAST OF AND LEVEL WITH THE
 BC2544'CENTER OF PALMER STREET.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC
 BC2544'PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 BC2544
 BC2544                          STATION RECOVERY (2007)
 BC2544
 BC2544'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC2544'THE MARK IS IN MAYPORT, AT THE JUNCTION OF OCEAN AND PALMER STREET,
 BC2544'ESTIMATED SECTION 30, TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 BC2544'
 BC2544'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE
 BC2544'HIGHWAY 10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF
 BC2544'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6
 BC2544'KM) TO THE JUNCTION OF STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET)
 BC2544'AND STATE HIGHWAY A1A NORTH (STATE ROAD) ON THE LEFT, TURN LEFT ON
 BC2544'STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) AND GO NORTHWEST FOR
 BC2544'3.4 MI (5.8 KM) TO THE JUNCTION OF PALMER STREET ON THE RIGHT, TURN
 BC2544'RIGHT ON PALMER STREET AND GO SOUTHEAST FOR 0.05 MI (0.1 KM) TO THE
 BC2544'MARK ON THE LEFT, A NOS DISK ATTACHED ON THE TOP OF A ROD DRIVEN INTO
 BC2544'THE GROUND AND ENCASED IN A 4-INCH (10 CM) PVC PIPE, RECESSED 0.3 FT
 BC2544'(8 CM) BELOW LEVEL OF THE GROUND AND ABOUT 0.5 FT (12 CM) BELOW THE
 BC2544'LEVEL OF PALMER STREET.
 BC2544'
 BC2544'LOCATED 165.0 FT (50.3 M) SOUTHEAST OF THE CENTERLINE OF OCEAN STREET,
 BC2544'45.9 FT (14.0 M) NORTHEAST OF THE BOTTOM STEP OF A HOUSE AT 1456, 39.4
 BC2544'FT (12.0 M) NORTH OF A POWER POLE NUMBER 1450, 15.7 FT (4.8 M)
 BC2544'NORTHEAST OF THE CENTERLINE OF PALMER STREET, 7.2 FT (2.2 M)
 BC2544'WEST-NORTHWEST OF A 10-INCH (3 CM) PALM TREE AND 7.0 FT (2.1 M)
 BC2544'WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 BC2544'
 BC2544'NOTE--ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5751 ***********************************************************************
 DL5751  DESIGNATION -  872 0220 D
 DL5751  PID         -  DL5751
 DL5751  STATE/COUNTY-  FL/DUVAL
 DL5751  COUNTRY     -  US
 DL5751  USGS QUAD   -  MAYPORT (2018)
 DL5751
 DL5751                         *CURRENT SURVEY CONTROL
 DL5751  ______________________________________________________________________
 DL5751* NAD 83(1986) POSITION- 30 23 14.     (N) 081 26 02.     (W)   SCALED
 DL5751* NAVD 88 ORTHO HEIGHT -     1.376 (meters)        4.51  (feet) ADJUSTED
 DL5751  ______________________________________________________________________
 DL5751  GEOID HEIGHT    -        -28.544 (meters)                     GEOID18
 DL5751  DYNAMIC HEIGHT  -          1.375 (meters)        4.51  (feet) COMP
 DL5751  MODELED GRAVITY -    979,363.9   (mgal)                       NAVD 88
 DL5751
 DL5751  VERT ORDER      -  FIRST     CLASS II
 DL5751
 DL5751.The horizontal coordinates were scaled from a map and have
 DL5751.an estimated accuracy of +/- 6 seconds.
 DL5751
 DL5751.The orthometric height was determined by differential leveling and
 DL5751.adjusted by the NATIONAL GEODETIC SURVEY
 DL5751.in January 2010.
 DL5751
 DL5751.No vertical observational check was made to the station.
 DL5751
 DL5751.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5751.GEOID18 height accuracy estimate available here.
 DL5751
 DL5751.Click photographs - Photos may exist for this station.
 DL5751
 DL5751.The dynamic height is computed by dividing the NAVD 88
 DL5751.geopotential number by the normal gravity value computed on the
 DL5751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5751.degrees latitude (g = 980.6199 gals.).
 DL5751
 DL5751.The modeled gravity was interpolated from observed gravity values.
 DL5751
 DL5751;                    North         East    Units  Estimated Accuracy
 DL5751;SPC FL E     -   670,870.      158,300.      MT  (+/- 180 meters Scaled)
 DL5751
 DL5751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP583617(NAD 83)
 DL5751
 DL5751                          SUPERSEDED SURVEY CONTROL
 DL5751
 DL5751.No superseded survey control is available for this station.
 DL5751
 DL5751_MARKER: F = FLANGE-ENCASED ROD
 DL5751_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL5751_STAMPING: 0220 D 1995
 DL5751_MARK LOGO: NOS
 DL5751_PROJECTION: FLUSH
 DL5751_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5751+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DL5751_ROD/PIPE-DEPTH: 18.3 meters
 DL5751
 DL5751  HISTORY     - Date     Condition        Report By
 DL5751  HISTORY     - 1995     MONUMENTED       NOS
 DL5751  HISTORY     - 20070523 GOOD             FLDEP
 DL5751
 DL5751                          STATION DESCRIPTION
 DL5751
 DL5751'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5751'THE MARK IS IN MAYPORT, AT 4610 OCEAN STREET, THE FLORIDA DEPARTMENT
 DL5751'OF TRANSPORTATION FERRY MAINTENANCE FACILITY, ESTIMATED SECTION 30,
 DL5751'TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 DL5751'
 DL5751'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE
 DL5751'HIGHWAY 10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF
 DL5751'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6
 DL5751'KM) TO THE JUNCTION OF STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET)
 DL5751'AND STATE HIGHWAY A1A NORTH (STATE ROAD) ON THE LEFT, TURN LEFT ON
 DL5751'STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) AND GO NORTHWEST FOR
 DL5751'2.8 MI (4.5 KM) TO THE ENTRANCE TO THE COAST GUARD STATION, TURN LEFT
 DL5751'ON THE ENTRANCE ROAD PASSING THROUGH THE GUARD STATION AND GO SOUTH
 DL5751'FOR ABOUT 100.0 FT (30.5 M), BEAR LEFT AND GO EAST FOR ABOUT 100.0 FT
 DL5751'(30.5 M), BEAR LEFT AGAIN AND GO NORTH FOR ABOUT 75.0 FT (22.9 M), TO
 DL5751'THE MARK ON THE LEFT, A STAINLESS STEEL ROD MARK DRIVEN TO REFUSAL AT
 DL5751'A DEPTH OF 60.0 FT (18.3 M) WITH A NOS LOGO CAP FLUSH WITH THE GROUND,
 DL5751'THE DATUM POINT IS RECESSED 0.3 FT (0.1 M) BELOW THE LEVEL OF THE NOS
 DL5751'LOGO CAP.
 DL5751'
 DL5751'LOCATED 107.4 FT (32.7 M) SOUTHWEST OF THE ENTRANCE GATE, 52.4 FT
 DL5751'(16.0 M) NORTHWEST OF THE CENTERLINE OF STATE ROAD A1A, 8.5 FT (2.6 M)
 DL5751'SOUTHWEST OF A METAL LIGHT POLE, 2.9 FT (0.9 M) SOUTHWEST OF THE
 DL5751'NORTHEAST END OF THE SIDEWALK AND 1.6 FT (0.5 M) NORTHWEST OF A 6.0 FT
 DL5751'(1.8 M) TALL CHAIN LINK FENCE.
 DL5751'
 DL5751'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 DL5751'LOGO CAP.
 DL5751'
 DL5751'NOTE CALL RONALD GREEN 904-564-7551 OR CHRIS SHARPE 904-564-7553.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5750 ***********************************************************************
 DL5750  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5750  DESIGNATION -  872 0220 E
 DL5750  PID         -  DL5750
 DL5750  STATE/COUNTY-  FL/DUVAL
 DL5750  COUNTRY     -  US
 DL5750  USGS QUAD   -  MAYPORT (2018)
 DL5750
 DL5750                         *CURRENT SURVEY CONTROL
 DL5750  ______________________________________________________________________
 DL5750* NAD 83(1986) POSITION- 30 23 13.     (N) 081 26 05.     (W)   SCALED
 DL5750* NAVD 88 ORTHO HEIGHT -     1.291 (meters)        4.24  (feet) ADJUSTED
 DL5750  ______________________________________________________________________
 DL5750  GEOID HEIGHT    -        -28.543 (meters)                     GEOID18
 DL5750  DYNAMIC HEIGHT  -          1.289 (meters)        4.23  (feet) COMP
 DL5750  MODELED GRAVITY -    979,363.8   (mgal)                       NAVD 88
 DL5750
 DL5750  VERT ORDER      -  FIRST     CLASS II
 DL5750
 DL5750.The horizontal coordinates were scaled from a map and have
 DL5750.an estimated accuracy of +/- 6 seconds.
 DL5750
 DL5750.The orthometric height was determined by differential leveling and
 DL5750.adjusted by the NATIONAL GEODETIC SURVEY
 DL5750.in January 2010.
 DL5750
 DL5750.No vertical observational check was made to the station.
 DL5750
 DL5750.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5750.GEOID18 height accuracy estimate available here.
 DL5750
 DL5750.This Tidal Bench Mark is designated as VM 3946
 DL5750.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5750
 DL5750.Click photographs - Photos may exist for this station.
 DL5750
 DL5750.The dynamic height is computed by dividing the NAVD 88
 DL5750.geopotential number by the normal gravity value computed on the
 DL5750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5750.degrees latitude (g = 980.6199 gals.).
 DL5750
 DL5750.The modeled gravity was interpolated from observed gravity values.
 DL5750
 DL5750;                    North         East    Units  Estimated Accuracy
 DL5750;SPC FL E     -   670,840.      158,220.      MT  (+/- 180 meters Scaled)
 DL5750
 DL5750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP582617(NAD 83)
 DL5750
 DL5750                          SUPERSEDED SURVEY CONTROL
 DL5750
 DL5750.No superseded survey control is available for this station.
 DL5750
 DL5750_MARKER: F = FLANGE-ENCASED ROD
 DL5750_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL5750_STAMPING: 0220 E 1995
 DL5750_MARK LOGO: NOS
 DL5750_PROJECTION: RECESSED 8 CENTIMETERS
 DL5750_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5750+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DL5750_ROD/PIPE-DEPTH: 19.1 meters
 DL5750
 DL5750  HISTORY     - Date     Condition        Report By
 DL5750  HISTORY     - 1995     MONUMENTED       NOS
 DL5750  HISTORY     - 20070523 GOOD             FLDEP
 DL5750
 DL5750                          STATION DESCRIPTION
 DL5750
 DL5750'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5750'THE MARK IS IN MAYPORT, AT 4610 OCEAN STREET, THE FLORIDA DEPARTMENT
 DL5750'OF TRANSPORTATION FERRY MAINTENANCE FACILITY, ESTIMATED SECTION 30,
 DL5750'TOWNSHIP 1 SOUTH, RANGE 29 EAST.
 DL5750'
 DL5750'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE
 DL5750'HIGHWAY 10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF
 DL5750'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6
 DL5750'KM) TO THE JUNCTION OF STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET)
 DL5750'AND STATE HIGHWAY A1A NORTH (STATE ROAD) ON THE LEFT, TURN LEFT ON
 DL5750'STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) AND GO NORTHWEST FOR
 DL5750'2.8 MI (4.5 KM) TO THE ENTRANCE TO THE U.S. COAST GUARD STATION ON THE
 DL5750'LEFT, TURN LEFT ON THE ENTRANCE ROAD AND GO NORTHWEST FOR ABOUT 50.0
 DL5750'FT (15.2 M), BEAR LEFT ON THE ENTRANCE ROAD AND GO SOUTHWEST OF ABOUT
 DL5750'600.0 FT (182.9 M) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD
 DL5750'DRIVEN TO REFUSAL AT A DEPTH OF 62.7 FT (19.1 M) WITH A NOS LOGO CAP
 DL5750'RECESSED 0.3 FT (0.1 M) BELOW THE LEVEL OF THE GROUND, THE DATUM POINT
 DL5750'IS RECESSED 0.3 FT (0.1 M) BELOW THE LEVEL OF THE NOS LOGO CAP.
 DL5750'
 DL5750'LOCATED 175.4 FT (53.5 M) NORTHWEST OF THE CENTERLINE OF STATE ROAD
 DL5750'A1A, 39.2 FT (11.9 M) SOUTH OF THE SOUTHWEST CORNER OF THE DC SHOP
 DL5750'BUILDING, 7.2 FT (2.2 M) SOUTHEAST OF THE SOUTHWEST CORNER OF A 6.0 FT
 DL5750'(1.8 M) X 11.0 FT (3.4 M) CONCRETE PAD WITH TWO SAFETY STORAGE
 DL5750'BUILDINGS ATTACHED AND 1.8 FT (0.5 M) NORTHEAST OF A 6.0 FT (1.8 M)
 DL5750'TALL CHAIN LINK FENCE.
 DL5750'
 DL5750'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 DL5750'LOGO CAP.
 DL5750'
 DL5750'NOTE CALL RONALD GREEN 904-564-7551 OR CHRIS SHARPE 904-564-7553.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0456 ***********************************************************************
 BC0456  DESIGNATION -  872 0220 TIDAL 14
 BC0456  PID         -  BC0456
 BC0456  STATE/COUNTY-  FL/DUVAL
 BC0456  COUNTRY     -  US
 BC0456  USGS QUAD   -  MAYPORT (2018)
 BC0456
 BC0456                         *CURRENT SURVEY CONTROL
 BC0456  ______________________________________________________________________
 BC0456* NAD 83(1986) POSITION- 30 23 40.     (N) 081 25 47.     (W)   SCALED
 BC0456* NAVD 88 ORTHO HEIGHT -     0.820 (meters)        2.69  (feet) ADJUSTED
 BC0456  ______________________________________________________________________
 BC0456  GEOID HEIGHT    -        -28.549 (meters)                     GEOID18
 BC0456  DYNAMIC HEIGHT  -          0.819 (meters)        2.69  (feet) COMP
 BC0456  MODELED GRAVITY -    979,364.7   (mgal)                       NAVD 88
 BC0456
 BC0456  VERT ORDER      -  FIRST     CLASS II
 BC0456
 BC0456.The horizontal coordinates were scaled from a map and have
 BC0456.an estimated accuracy of +/- 6 seconds.
 BC0456
 BC0456.The orthometric height was determined by differential leveling and
 BC0456.adjusted by the NATIONAL GEODETIC SURVEY
 BC0456.in June 1991.
 BC0456
 BC0456.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0456.GEOID18 height accuracy estimate available here.
 BC0456
 BC0456.Click photographs - Photos may exist for this station.
 BC0456
 BC0456.The dynamic height is computed by dividing the NAVD 88
 BC0456.geopotential number by the normal gravity value computed on the
 BC0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0456.degrees latitude (g = 980.6199 gals.).
 BC0456
 BC0456.The modeled gravity was interpolated from observed gravity values.
 BC0456
 BC0456;                    North         East    Units  Estimated Accuracy
 BC0456;SPC FL E     -   671,670.      158,710.      MT  (+/- 180 meters Scaled)
 BC0456
 BC0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP587625(NAD 83)
 BC0456
 BC0456                          SUPERSEDED SURVEY CONTROL
 BC0456
 BC0456  NGVD 29 (??/??/92)    1.16   (m)            3.8    (f) COMPUTED    1 2
 BC0456
 BC0456.Superseded values are not recommended for survey control.
 BC0456
 BC0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0456.See file dsdata.pdf to determine how the superseded data were derived.
 BC0456
 BC0456_MARKER: DB = BENCH MARK DISK
 BC0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0456_STAMPING: 3.806 14
 BC0456_MARK LOGO: CGS
 BC0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0456+STABILITY: SURFACE MOTION
 BC0456
 BC0456  HISTORY     - Date     Condition        Report By
 BC0456  HISTORY     - UNK      MONUMENTED       CGS
 BC0456  HISTORY     - 1970     MARK NOT FOUND   NGS
 BC0456
 BC0456                          STATION DESCRIPTION
 BC0456
 BC0456'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 BC0456'AT MAYPORT.
 BC0456'THE MARK IS LOCATED ON ST. JOHNS RIVER, ON THE CORPS OF ENGINEERS,
 BC0456'U.S. ARMY RESERVATION, 43 FEET WEST AND 29.5 FEET SOUTH OF THE
 BC0456'SOUTHWEST CORNER OF THE WAREHOUSE, 2 FEET EAST OF THE RIVERBANK,
 BC0456'AND 1 FOOT UNDERGROUND.  A STANDARD DISK SET IN THE TOP OF A
 BC0456'CONCRETE POST, ACCESS TO WHICH IS HAD THROUGH A WOODEN BOX WITH
 BC0456'THE TOP JUST BELOW THE SURFACE OF THE GROUND.
 BC0456
 BC0456                          STATION RECOVERY (1970)
 BC0456
 BC0456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BC0456'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0465 ***********************************************************************
 BC0465  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0465  DESIGNATION -  872 0220 TIDAL 15
 BC0465  PID         -  BC0465
 BC0465  STATE/COUNTY-  FL/DUVAL
 BC0465  COUNTRY     -  US
 BC0465  USGS QUAD   -  MAYPORT (2018)
 BC0465
 BC0465                         *CURRENT SURVEY CONTROL
 BC0465  ______________________________________________________________________
 BC0465* NAD 83(1986) POSITION- 30 23 44.     (N) 081 25 44.     (W)   SCALED
 BC0465* NAVD 88 ORTHO HEIGHT -     0.887 (meters)        2.91  (feet) ADJUSTED
 BC0465  ______________________________________________________________________
 BC0465  GEOID HEIGHT    -        -28.550 (meters)                     GEOID18
 BC0465  DYNAMIC HEIGHT  -          0.886 (meters)        2.91  (feet) COMP
 BC0465  MODELED GRAVITY -    979,364.8   (mgal)                       NAVD 88
 BC0465
 BC0465  VERT ORDER      -  SECOND    CLASS I
 BC0465
 BC0465.The horizontal coordinates were scaled from a map and have
 BC0465.an estimated accuracy of +/- 6 seconds.
 BC0465
 BC0465.The orthometric height was determined by differential leveling and
 BC0465.adjusted by the NATIONAL GEODETIC SURVEY
 BC0465.in April 2002.
 BC0465
 BC0465.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0465.GEOID18 height accuracy estimate available here.
 BC0465
 BC0465.This Tidal Bench Mark is designated as VM 651
 BC0465.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0465
 BC0465.Click photographs - Photos may exist for this station.
 BC0465
 BC0465.The dynamic height is computed by dividing the NAVD 88
 BC0465.geopotential number by the normal gravity value computed on the
 BC0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0465.degrees latitude (g = 980.6199 gals.).
 BC0465
 BC0465.The modeled gravity was interpolated from observed gravity values.
 BC0465
 BC0465;                    North         East    Units  Estimated Accuracy
 BC0465;SPC FL E     -   671,790.      158,790.      MT  (+/- 180 meters Scaled)
 BC0465
 BC0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP587626(NAD 83)
 BC0465
 BC0465                          SUPERSEDED SURVEY CONTROL
 BC0465
 BC0465  NAVD 88 (06/15/91)    0.911  (m)            2.99   (f) SUPERSEDED  1 2
 BC0465  NGVD 29 (??/??/92)    1.25   (m)            4.1    (f) COMPUTED    1 2
 BC0465
 BC0465.Superseded values are not recommended for survey control.
 BC0465
 BC0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0465.See file dsdata.pdf to determine how the superseded data were derived.
 BC0465
 BC0465_MARKER: DB = BENCH MARK DISK
 BC0465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC0465_STAMPING: 15 15
 BC0465_MARK LOGO: CGS
 BC0465_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC0465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0465+STABILITY: SURFACE MOTION
 BC0465
 BC0465  HISTORY     - Date     Condition        Report By
 BC0465  HISTORY     - 1929     MONUMENTED       CGS
 BC0465  HISTORY     - 1958     GOOD             CGS
 BC0465  HISTORY     - 1970     MARK NOT FOUND   NGS
 BC0465  HISTORY     - 1987     GOOD             FLDNR
 BC0465
 BC0465                          STATION DESCRIPTION
 BC0465
 BC0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BC0465'AT MAYPORT.
 BC0465'THE MARK IS LOCATED ON THE PROPERTY OF THE STATE HIGHWAY DEPARTMENT
 BC0465'(ST. JOHNS RIVER FERRY SERVICE), AT THE INTERSECTION OF OCEAN
 BC0465'AND HENRY STREETS, 40.3 FEET NORTHWEST OF THE SOUTHWEST CORNER
 BC0465'OF A DWELLING OF THE YARD-SUPERINTENDENT, 36.0 FEET EAST OF THE
 BC0465'NORTHEAST CORNER OF GARAGE AND IN LINE WITH NORTH FACE OF
 BC0465'DWELLING, 1.3 FEET UNDERGROUND, SET IN A CONCRETE POST, ACCESS TO
 BC0465'WHICH IS HAD THROUGH A WOODEN BOX WHICH IS ABOUT 4 INCHES BELOW
 BC0465'THE SURFACE OF THE GROUND.
 BC0465
 BC0465                          STATION RECOVERY (1970)
 BC0465
 BC0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BC0465'MARK NOT FOUND.
 BC0465
 BC0465                          STATION RECOVERY (1987)
 BC0465
 BC0465'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC0465'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  NOTE THAT 15 WAS
 BC0465'STAMPED ON THE DISK TWICE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1410 ***********************************************************************
 BC1410  DESIGNATION -  872 0221 B TIDAL
 BC1410  PID         -  BC1410
 BC1410  STATE/COUNTY-  FL/DUVAL
 BC1410  COUNTRY     -  US
 BC1410  USGS QUAD   -  EASTPORT (2018)
 BC1410
 BC1410                         *CURRENT SURVEY CONTROL
 BC1410  ______________________________________________________________________
 BC1410* NAD 83(1986) POSITION- 30 23 16.     (N) 081 30 28.     (W)   SCALED
 BC1410* NAVD 88 ORTHO HEIGHT -     3.437 (meters)       11.28  (feet) ADJUSTED
 BC1410  ______________________________________________________________________
 BC1410  GEOID HEIGHT    -        -28.448 (meters)                     GEOID18
 BC1410  DYNAMIC HEIGHT  -          3.432 (meters)       11.26  (feet) COMP
 BC1410  MODELED GRAVITY -    979,364.6   (mgal)                       NAVD 88
 BC1410
 BC1410  VERT ORDER      -  SECOND    CLASS I
 BC1410
 BC1410.The horizontal coordinates were scaled from a map and have
 BC1410.an estimated accuracy of +/- 6 seconds.
 BC1410
 BC1410.The orthometric height was determined by differential leveling and
 BC1410.adjusted by the NATIONAL GEODETIC SURVEY
 BC1410.in June 1991.
 BC1410
 BC1410.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1410.GEOID18 height accuracy estimate available here.
 BC1410
 BC1410.Click photographs - Photos may exist for this station.
 BC1410
 BC1410.The dynamic height is computed by dividing the NAVD 88
 BC1410.geopotential number by the normal gravity value computed on the
 BC1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1410.degrees latitude (g = 980.6199 gals.).
 BC1410
 BC1410.The modeled gravity was interpolated from observed gravity values.
 BC1410
 BC1410;                    North         East    Units  Estimated Accuracy
 BC1410;SPC FL E     -   670,960.      151,200.      MT  (+/- 180 meters Scaled)
 BC1410
 BC1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP512618(NAD 83)
 BC1410
 BC1410                          SUPERSEDED SURVEY CONTROL
 BC1410
 BC1410  NGVD 29 (09/01/92)    3.762  (m)           12.34   (f) ADJUSTED    2 1
 BC1410
 BC1410.Superseded values are not recommended for survey control.
 BC1410
 BC1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1410.See file dsdata.pdf to determine how the superseded data were derived.
 BC1410
 BC1410_MARKER: DD = SURVEY DISK
 BC1410_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1410_STAMPING: 0221 B 1977
 BC1410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1410
 BC1410  HISTORY     - Date     Condition        Report By
 BC1410  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1410  HISTORY     - 1978     GOOD             FLDNR
 BC1410
 BC1410                          STATION DESCRIPTION
 BC1410
 BC1410'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1410'JACKSONVILLE.
 BC1410'AT JACKSONVILLE, IN THE EAST PART OF TOWN, PROCEED 0.5 MILES WEST
 BC1410'ALONG FORT CAROLINE ROAD FROM THE INTERSECTION OF MONUMENT ROAD,
 BC1410'THENCE NORTH ALONG FULTON ROAD 0.5 MILES TO THE END OF THE PAVEMENT,
 BC1410'THENCE NORTH 0.2 MILES TO A DIRT TRAIL THAT LEADS NORTHEAST OFF
 BC1410'OF FULTON ROAD. THE MARK BEARS 70 FEET NORTHWEST OF THE INTERSECTION,
 BC1410'12 FEET EAST OF CENTERLINE OF FULTON ROAD, 84.5 FEET SOUTH OF A POWER
 BC1410'POLE.
 BC1410
 BC1410                          STATION RECOVERY (1978)
 BC1410
 BC1410'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1410'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1411 ***********************************************************************
 BC1411  DESIGNATION -  872 0221 C TIDAL
 BC1411  PID         -  BC1411
 BC1411  STATE/COUNTY-  FL/DUVAL
 BC1411  COUNTRY     -  US
 BC1411  USGS QUAD   -  EASTPORT (2018)
 BC1411
 BC1411                         *CURRENT SURVEY CONTROL
 BC1411  ______________________________________________________________________
 BC1411* NAD 83(1986) POSITION- 30 23 07.     (N) 081 30 32.     (W)   SCALED
 BC1411* NAVD 88 ORTHO HEIGHT -     7.979 (meters)       26.18  (feet) ADJUSTED
 BC1411  ______________________________________________________________________
 BC1411  GEOID HEIGHT    -        -28.446 (meters)                     GEOID18
 BC1411  DYNAMIC HEIGHT  -          7.968 (meters)       26.14  (feet) COMP
 BC1411  MODELED GRAVITY -    979,364.4   (mgal)                       NAVD 88
 BC1411
 BC1411  VERT ORDER      -  SECOND    CLASS I
 BC1411
 BC1411.The horizontal coordinates were scaled from a map and have
 BC1411.an estimated accuracy of +/- 6 seconds.
 BC1411
 BC1411.The orthometric height was determined by differential leveling and
 BC1411.adjusted by the NATIONAL GEODETIC SURVEY
 BC1411.in June 1991.
 BC1411
 BC1411.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1411.GEOID18 height accuracy estimate available here.
 BC1411
 BC1411.Click photographs - Photos may exist for this station.
 BC1411
 BC1411.The dynamic height is computed by dividing the NAVD 88
 BC1411.geopotential number by the normal gravity value computed on the
 BC1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1411.degrees latitude (g = 980.6199 gals.).
 BC1411
 BC1411.The modeled gravity was interpolated from observed gravity values.
 BC1411
 BC1411;                    North         East    Units  Estimated Accuracy
 BC1411;SPC FL E     -   670,690.      151,090.      MT  (+/- 180 meters Scaled)
 BC1411
 BC1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP511615(NAD 83)
 BC1411
 BC1411                          SUPERSEDED SURVEY CONTROL
 BC1411
 BC1411  NGVD 29 (09/01/92)    8.304  (m)           27.24   (f) ADJUSTED    2 1
 BC1411
 BC1411.Superseded values are not recommended for survey control.
 BC1411
 BC1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1411.See file dsdata.pdf to determine how the superseded data were derived.
 BC1411
 BC1411_MARKER: DD = SURVEY DISK
 BC1411_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1411_STAMPING: 0221 C
 BC1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1411
 BC1411  HISTORY     - Date     Condition        Report By
 BC1411  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1411  HISTORY     - 1978     GOOD             FLDNR
 BC1411
 BC1411                          STATION DESCRIPTION
 BC1411
 BC1411'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1411'JACKSONVILLE.
 BC1411'AT JACKSONVILLE, IN THE EAST PART OF TOWN, PROCEED 0.5 MILES WEST
 BC1411'ALONG FORT CAROLINE ROAD FROM THE INTERSECTION OF FULTON ROAD,
 BC1411'THENCE 0.5 MILES NORTH ALONG FULTON ROAD TO THE END OF THE PAVEMENT,
 BC1411'THE MARK BEARS 230 FEET NORTHEAST OF THE EDGE OF THE PAVEMENT,
 BC1411'12 FEET EAST-SOUTHEAST OF THE CENTERLINE OF THE DIRT CONTINUATION
 BC1411'OF FULTON ROAD, 66.5 FEET SOUTH OF A POWER POLE ON THE WEST SIDE
 BC1411'OF THE DIRT CONTINUATION OF FULTON ROAD.
 BC1411
 BC1411                          STATION RECOVERY (1978)
 BC1411
 BC1411'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1411'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1412 ***********************************************************************
 BC1412  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1412  DESIGNATION -  872 0221 D TIDAL
 BC1412  PID         -  BC1412
 BC1412  STATE/COUNTY-  FL/DUVAL
 BC1412  COUNTRY     -  US
 BC1412  USGS QUAD   -  EASTPORT (2018)
 BC1412
 BC1412                         *CURRENT SURVEY CONTROL
 BC1412  ______________________________________________________________________
 BC1412* NAD 83(1986) POSITION- 30 22 43.     (N) 081 30 37.     (W)   SCALED
 BC1412* NAVD 88 ORTHO HEIGHT -     6.342 (meters)       20.81  (feet) ADJUSTED
 BC1412  ______________________________________________________________________
 BC1412  GEOID HEIGHT    -        -28.443 (meters)                     GEOID18
 BC1412  DYNAMIC HEIGHT  -          6.334 (meters)       20.78  (feet) COMP
 BC1412  MODELED GRAVITY -    979,363.8   (mgal)                       NAVD 88
 BC1412
 BC1412  VERT ORDER      -  SECOND    CLASS I
 BC1412
 BC1412.The horizontal coordinates were scaled from a map and have
 BC1412.an estimated accuracy of +/- 6 seconds.
 BC1412
 BC1412.The orthometric height was determined by differential leveling and
 BC1412.adjusted by the NATIONAL GEODETIC SURVEY
 BC1412.in June 2006.
 BC1412
 BC1412.No vertical observational check was made to the station.
 BC1412
 BC1412.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1412.GEOID18 height accuracy estimate available here.
 BC1412
 BC1412.This Tidal Bench Mark is designated as VM 5114
 BC1412.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1412
 BC1412.Click photographs - Photos may exist for this station.
 BC1412
 BC1412.The dynamic height is computed by dividing the NAVD 88
 BC1412.geopotential number by the normal gravity value computed on the
 BC1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1412.degrees latitude (g = 980.6199 gals.).
 BC1412
 BC1412.The modeled gravity was interpolated from observed gravity values.
 BC1412
 BC1412;                    North         East    Units  Estimated Accuracy
 BC1412;SPC FL E     -   669,950.      150,960.      MT  (+/- 180 meters Scaled)
 BC1412
 BC1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP509608(NAD 83)
 BC1412
 BC1412                          SUPERSEDED SURVEY CONTROL
 BC1412
 BC1412  NAVD 88 (06/15/91)    6.178  (m)           20.27   (f) SUPERSEDED  2 1
 BC1412  NGVD 29 (09/01/92)    6.503  (m)           21.34   (f) ADJUSTED    2 1
 BC1412
 BC1412.Superseded values are not recommended for survey control.
 BC1412
 BC1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1412.See file dsdata.pdf to determine how the superseded data were derived.
 BC1412
 BC1412_MARKER: DJ = TIDAL STATION DISK
 BC1412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1412_STAMPING: 0221 D 1977
 BC1412_MARK LOGO: NOS
 BC1412_PROJECTION: PROJECTING 10 CENTIMETERS
 BC1412_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1412+STABILITY: SURFACE MOTION
 BC1412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1412+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2004
 BC1412
 BC1412  HISTORY     - Date     Condition        Report By
 BC1412  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1412  HISTORY     - 1978     GOOD             FLDNR
 BC1412  HISTORY     - 1979     GOOD             FLDNR
 BC1412  HISTORY     - 1985     GOOD             FLDNR
 BC1412  HISTORY     - 1987     GOOD             FLDNR
 BC1412  HISTORY     - 20010217 GOOD             INDIV
 BC1412  HISTORY     - 20040711 GOOD             FLDEP
 BC1412  HISTORY     - 20070121 GOOD             DEGROV
 BC1412
 BC1412                          STATION DESCRIPTION
 BC1412
 BC1412'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1412'JACKSONVILLE.
 BC1412'AT JACKSONVILLE, IN THE EAST PART OF TOWN, PROCEED WEST 0.5 MILES
 BC1412'ALONG FORT CAROLINE ROAD FROM THE INTERSECTION OF MONUMENT ROAD.
 BC1412'THE MARK BEARS 153 FEET NORTH OF THE INTERSECTION OF FORT CAROLINE
 BC1412'ROAD WITH FULTON ROAD, 17.5 FEET EAST OF THE CENTERLINE OF FULTON
 BC1412'ROAD, AND 15 FEET SOUTHWEST OF A 24 INCH DIAMETER OAK TREE.
 BC1412
 BC1412                          STATION RECOVERY (1978)
 BC1412
 BC1412'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1412'RECOVERED IN GOOD CONDITION.
 BC1412
 BC1412                          STATION RECOVERY (1979)
 BC1412
 BC1412'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1412'RECOVERED IN GOOD CONDITION.
 BC1412
 BC1412                          STATION RECOVERY (1985)
 BC1412
 BC1412'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1412'RECOVERED IN GOOD CONDITION.
 BC1412
 BC1412                          STATION RECOVERY (1987)
 BC1412
 BC1412'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1412'RECOVERED AS DESCRIBED.
 BC1412
 BC1412                          STATION RECOVERY (2001)
 BC1412
 BC1412'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 BC1412'RECOVERED IN GOOD CONDITION.
 BC1412
 BC1412                          STATION RECOVERY (2004)
 BC1412
 BC1412'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1412'THE MARK IS NEAR JACKSONVILLE, IN SECTION 51, TOWNSHIP 1 SOUTH, RANGE
 BC1412'28 EAST.
 BC1412'
 BC1412'TO REACH THE MARK FROM THE INTERSECTION OF MONUMENT ROAD AND FORT
 BC1412'CAROLINE ROAD  IN THE SMALL COMMUNITY OF BEACON HILLS, GO WEST AND
 BC1412'SOUTHWEST ON FORT CAROLINE ROAD  FOR 0.5 MI TO THE JUNCTION OF FULTON
 BC1412'ROAD AND THE MARK ON THE RIGHT, SET IN TOP OF A  ROUND CONCRETE
 BC1412'MONUMENT PROJECTING 0.4 FT ABOVE THE LEVEL OF THE GROUND AND ABOUT
 BC1412'LEVEL WITH FULTON ROAD.
 BC1412'
 BC1412'LOCATED 153.0 FT NORTH OF THE JUNCTION OF FORT CAROLINE ROAD AND
 BC1412'FULTON ROAD, 18.4 FT  EAST OF THE CENTERLINE OF FULTON ROAD, 15.0 FT
 BC1412'SOUTH-SOUTHWEST 0F A 30-INCH OAK TREE AND  0.8 FT NORTH OF THE NORTH
 BC1412'EDGE OF THE CONCRETE DRIVEWAY TO THE RESIDENCE AT 4301  FULTON ROAD.
 BC1412
 BC1412                          STATION RECOVERY (2007)
 BC1412
 BC1412'RECOVERY NOTE BY DEGROVE SURVEYORS INCORPORATED 2007 (DJ)
 BC1412'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1413 ***********************************************************************
 BC1413  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1413  DESIGNATION -  872 0221 E TIDAL
 BC1413  PID         -  BC1413
 BC1413  STATE/COUNTY-  FL/DUVAL
 BC1413  COUNTRY     -  US
 BC1413  USGS QUAD   -  ARLINGTON (2018)
 BC1413
 BC1413                         *CURRENT SURVEY CONTROL
 BC1413  ______________________________________________________________________
 BC1413* NAD 83(1986) POSITION- 30 22 04.99   (N) 081 30 54.71   (W)   HD_HELD1
 BC1413* NAVD 88 ORTHO HEIGHT -    10.793 (meters)       35.41  (feet) ADJUSTED
 BC1413  ______________________________________________________________________
 BC1413  GEOID HEIGHT    -        -28.435 (meters)                     GEOID18
 BC1413  DYNAMIC HEIGHT  -         10.779 (meters)       35.36  (feet) COMP
 BC1413  MODELED GRAVITY -    979,363.1   (mgal)                       NAVD 88
 BC1413
 BC1413  VERT ORDER      -  SECOND    CLASS I
 BC1413
 BC1413.The horizontal coordinates were determined by differentially corrected
 BC1413.hand held GPS observations or other comparable positioning techniques
 BC1413.and have an estimated accuracy of +/- 3 meters.
 BC1413
 BC1413.The orthometric height was determined by differential leveling and
 BC1413.adjusted by the NATIONAL GEODETIC SURVEY
 BC1413.in March 2025.
 BC1413
 BC1413.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1413.GEOID18 height accuracy estimate available here.
 BC1413
 BC1413.This Tidal Bench Mark is designated as VM 5115
 BC1413.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1413
 BC1413.Click photographs - Photos may exist for this station.
 BC1413
 BC1413.The dynamic height is computed by dividing the NAVD 88
 BC1413.geopotential number by the normal gravity value computed on the
 BC1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1413.degrees latitude (g = 980.6199 gals.).
 BC1413
 BC1413.The modeled gravity was interpolated from observed gravity values.
 BC1413
 BC1413;                    North         East    Units  Estimated Accuracy
 BC1413;SPC FL E     -   668,778.5     150,477.6     MT  (+/- 3 meters HH1 GPS) 
 BC1413
 BC1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5049459682(NAD 83)
 BC1413
 BC1413                          SUPERSEDED SURVEY CONTROL
 BC1413
 BC1413  NAVD 88 (06/15/91)   10.780  (m)           35.37   (f) SUPERSEDED  2 1
 BC1413  NGVD 29 (09/01/92)   11.106  (m)           36.44   (f) ADJUSTED    2 1
 BC1413
 BC1413.Superseded values are not recommended for survey control.
 BC1413
 BC1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1413.See file dsdata.pdf to determine how the superseded data were derived.
 BC1413
 BC1413_MARKER: DJ = TIDAL STATION DISK
 BC1413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC1413_SP_SET: TRANSMISSION TOWER BASE
 BC1413_STAMPING: 0221 E 1977
 BC1413_MARK LOGO: NOS
 BC1413_PROJECTION: PROJECTING 76 CENTIMETERS
 BC1413_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1413+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2024
 BC1413
 BC1413  HISTORY     - Date     Condition        Report By
 BC1413  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1413  HISTORY     - 1979     GOOD             FLDNR
 BC1413  HISTORY     - 1985     GOOD             FLDNR
 BC1413  HISTORY     - 1987     GOOD             FLDNR
 BC1413  HISTORY     - 20040711 GOOD             FLDEP
 BC1413  HISTORY     - 20241026 GOOD             FLDEP
 BC1413
 BC1413                          STATION DESCRIPTION
 BC1413
 BC1413'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1413'JACKSONVILLE.
 BC1413'AT JACKSONVILLE, IN THE EAST PART OF TOWN, PROCEED 1.3 MILES WEST
 BC1413'ALONG FORT CARLOINE ROAD FROM THE INTERSECTION OF MONUMENT ROAD.
 BC1413'THE MARK BEARS 80 FEET EAST OF THE CENTERLINE OF FORT CARLIOLINE
 BC1413'ROAD, IN THE BASE OF THE NORTHERN MOST POWER LINE STRUCTURE AT
 BC1413'THE SOUTHWEST CORNER. THE MARK BEARS 41.5 FEET NORTHEAST OF A
 BC1413'POWER POLE, 66 FEET NORTHWEST OF THE SOUTHEAST POWERLINE TRANSFORMER
 BC1413'ON THE EAST SIDE OF FORT CAROLINE ROAD.
 BC1413
 BC1413                          STATION RECOVERY (1979)
 BC1413
 BC1413'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1413'RECOVERED IN GOOD CONDITION.
 BC1413
 BC1413                          STATION RECOVERY (1985)
 BC1413
 BC1413'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1413'RECOVERED IN GOOD CONDITION.
 BC1413
 BC1413                          STATION RECOVERY (1987)
 BC1413
 BC1413'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1413'RECOVERED AS DESCRIBED.
 BC1413
 BC1413                          STATION RECOVERY (2004)
 BC1413
 BC1413'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1413'THE MARK IS NEAR JACKSONVILLE, IN SECTION 5, TOWNSHIP 2 SOUTH, RANGE
 BC1413'28 EAST.
 BC1413'
 BC1413'TO REACH THE MARK FROM THE INTERSECTION OF MONUMENT ROAD AND FORT
 BC1413'CAROLINE ROAD IN  THE SMALL COMMUNITY OF BEACON HILLS, GO WEST AND
 BC1413'SOUTHWEST ON FORT CAROLINE ROAD  FOR 1.3 MI TO THE MARK ON THE LEFT,
 BC1413'SET IN THE SOUTHWEST CORNER OF THE SOUTHWEST  CONCRETE BASE FOR THE
 BC1413'MIDDLE OF 3 ELECTRIC TRANSMISSION TOWERS ABOUT 2.5 FT ABOVE  THE LEVEL
 BC1413'OF THE GROUND.
 BC1413'
 BC1413'LOCATED 80.0 FT EAST OF THE CENTERLINE OF FORT CAROLINE ROAD, 66.0 FT
 BC1413'NORTHWEST OF THE  NORTHERNMOST LEG OF THE SOUTHERNMOST OF 3
 BC1413'TRANSMISSION TOWERS AND 1.0 FT EAST OF A  CARSONITE WITNESS POST.
 BC1413
 BC1413                          STATION RECOVERY (2024)
 BC1413
 BC1413'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (RXG)
 BC1413'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2398 ***********************************************************************
 BC2398  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2398  DESIGNATION -  872 0221 G TIDAL
 BC2398  PID         -  BC2398
 BC2398  STATE/COUNTY-  FL/DUVAL
 BC2398  COUNTRY     -  US
 BC2398  USGS QUAD   -  EASTPORT (2018)
 BC2398
 BC2398                         *CURRENT SURVEY CONTROL
 BC2398  ______________________________________________________________________
 BC2398* NAD 83(1986) POSITION- 30 23 10.53   (N) 081 30 27.77   (W)   HD_HELD1
 BC2398* NAVD 88 ORTHO HEIGHT -     9.935 (meters)       32.60  (feet) ADJUSTED
 BC2398  ______________________________________________________________________
 BC2398  GEOID HEIGHT    -        -28.448 (meters)                     GEOID18
 BC2398  DYNAMIC HEIGHT  -          9.922 (meters)       32.55  (feet) COMP
 BC2398  MODELED GRAVITY -    979,364.5   (mgal)                       NAVD 88
 BC2398
 BC2398  VERT ORDER      -  SECOND    CLASS I
 BC2398
 BC2398.The horizontal coordinates were determined by differentially corrected
 BC2398.hand held GPS observations or other comparable positioning techniques
 BC2398.and have an estimated accuracy of +/- 3 meters.
 BC2398
 BC2398.The orthometric height was determined by differential leveling and
 BC2398.adjusted by the NATIONAL GEODETIC SURVEY
 BC2398.in March 2025.
 BC2398
 BC2398.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2398.GEOID18 height accuracy estimate available here.
 BC2398
 BC2398.This Tidal Bench Mark is designated as VM 5117
 BC2398.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2398
 BC2398.Click photographs - Photos may exist for this station.
 BC2398
 BC2398.The dynamic height is computed by dividing the NAVD 88
 BC2398.geopotential number by the normal gravity value computed on the
 BC2398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2398.degrees latitude (g = 980.6199 gals.).
 BC2398
 BC2398.The modeled gravity was interpolated from observed gravity values.
 BC2398
 BC2398;                    North         East    Units  Estimated Accuracy
 BC2398;SPC FL E     -   670,793.4     151,206.0     MT  (+/- 3 meters HH1 GPS) 
 BC2398
 BC2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5122261696(NAD 83)
 BC2398
 BC2398                          SUPERSEDED SURVEY CONTROL
 BC2398
 BC2398  NAVD 88 (06/29/06)    9.917  (m)           32.54   (f) SUPERSEDED  2 1
 BC2398  NAVD 88 (??/??/92)    9.917  (m)           32.54   (f) SUPERSEDED  3 0
 BC2398  NGVD 29 (09/01/92)   10.243  (m)           33.61   (f) ADJUSTED    2 1
 BC2398
 BC2398.Superseded values are not recommended for survey control.
 BC2398
 BC2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2398.See file dsdata.pdf to determine how the superseded data were derived.
 BC2398
 BC2398_MARKER: DJ = TIDAL STATION DISK
 BC2398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2398_STAMPING: 0221 G 1982
 BC2398_MARK LOGO: NOS
 BC2398_PROJECTION: FLUSH
 BC2398_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2398+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2024
 BC2398_ROD/PIPE-DEPTH: 9.75 meters
 BC2398
 BC2398  HISTORY     - Date     Condition        Report By
 BC2398  HISTORY     - 1982     MONUMENTED       FLDNR
 BC2398  HISTORY     - 1985     GOOD             FLDNR
 BC2398  HISTORY     - 1987     GOOD             FLDNR
 BC2398  HISTORY     - 20040711 GOOD             FLDEP
 BC2398  HISTORY     - 20241026 GOOD             FLDEP
 BC2398
 BC2398                          STATION DESCRIPTION
 BC2398
 BC2398'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2398'IN JACKSONVILLE.
 BC2398'BEGIN AT THE JUNCTION OF MONUMENT ROAD WITH FORT CAROLINE ROAD, GO
 BC2398'0.5 MILE WEST ON FORT CAROLINE ROAD TO THE JUNCTION OF FULTON ROAD,
 BC2398'GO 0.55 MILE NORTHERLY ON FULTON ROAD TO THE MARK.  THE MARK BEARS
 BC2398'26.9 FEET EAST OF THE CENTERLINE OF FULTON ROAD, 57.5 FEET NORTH OF
 BC2398'THE CENTERLINE OF MARTHAS VINEYARD COURT, 74.5 FEET SOUTH OF A POWER
 BC2398'POLE, 5.4 FEET NORTHWEST OF THE SOUTH END OF A WOODEN FENCE WITH A
 BC2398'STONE POST, AND 1 FOOT WEST OF A WITNESS POST.
 BC2398'THE MARK IS 3 FT ABOVE ROAD.
 BC2398
 BC2398                          STATION RECOVERY (1987)
 BC2398
 BC2398'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC2398'AT THE JUNCTION OF MONUMENT ROAD WITH FORT CAROLINE ROAD, GO 0.5 MILE
 BC2398'WEST ON FORT CAROLINE ROAD TO THE JUNCTION OF FULTON ROAD, GO 0.55
 BC2398'MILE NORTHERLY ON FULTON ROAD TO THE MARK.  THE MARK BEARS 26.9 FEET
 BC2398'EAST OF THE CENTERLINE OF FULTON ROAD, 57.5 FEET NORTH OF THE
 BC2398'CENTERLINE OF MARTHAS VINEYARD COURT, 74.5 FEET SOUTH OF A POWER POLE,
 BC2398'AND 5.4 FEET NORTHWEST OF THE SOUTH END OF A WOODEN FENCE WITH A STONE
 BC2398'COLUMN POST.  NOTE -  THE PVC IS GONE AND HAS BEEN REPLACED WITH
 BC2398'WOODEN SLATS BY ANOTHER PARTY.  THE MARK IS 3 FT ABOVE THE ROAD.  THE
 BC2398'MARK IS 1.0 E FROM A WHITNESS POST.
 BC2398
 BC2398                          STATION RECOVERY (2004)
 BC2398
 BC2398'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2398'RECOVERED IN GOOD CONDITION.
 BC2398'
 BC2398'THE MARK IN THE SMALL COMMUNITY OF BEACON HILLS, IN SECTION 47,
 BC2398'TOWNSHIP 1 SOUTH, RANGE  28 EAST.
 BC2398
 BC2398                          STATION RECOVERY (2024)
 BC2398
 BC2398'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (RXG)
 BC2398'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2399 ***********************************************************************
 BC2399  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2399  DESIGNATION -  872 0221 J TIDAL
 BC2399  PID         -  BC2399
 BC2399  STATE/COUNTY-  FL/DUVAL
 BC2399  COUNTRY     -  US
 BC2399  USGS QUAD   -  EASTPORT (2018)
 BC2399
 BC2399                         *CURRENT SURVEY CONTROL
 BC2399  ______________________________________________________________________
 BC2399* NAD 83(1986) POSITION- 30 23 21.     (N) 081 30 27.     (W)   SCALED
 BC2399* NAVD 88 ORTHO HEIGHT -     1.519 (meters)        4.98  (feet) POSTED
 BC2399  ______________________________________________________________________
 BC2399  GEOID HEIGHT    -        -28.448 (meters)                     GEOID18
 BC2399  DYNAMIC HEIGHT  -          1.52  (meters)        5.0   (feet) COMP
 BC2399  MODELED GRAVITY -    979,364.7   (mgal)                       NAVD 88
 BC2399
 BC2399  VERT ORDER      -  * POSTED, SEE BELOW
 BC2399
 BC2399.The horizontal coordinates were scaled from a map and have
 BC2399.an estimated accuracy of +/- 6 seconds.
 BC2399
 BC2399.The orthometric height was determined by differential leveling
 BC2399.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BC2399
 BC2399.* This is a POSTED BENCH MARK height.
 BC2399
 BC2399.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2399.GEOID18 height accuracy estimate available here.
 BC2399
 BC2399.This Tidal Bench Mark is designated as VM 5119
 BC2399.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2399
 BC2399.Click photographs - Photos may exist for this station.
 BC2399
 BC2399.The dynamic height is computed by dividing the NAVD 88
 BC2399.geopotential number by the normal gravity value computed on the
 BC2399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2399.degrees latitude (g = 980.6199 gals.).
 BC2399
 BC2399.The modeled gravity was interpolated from observed gravity values.
 BC2399
 BC2399;                    North         East    Units  Estimated Accuracy
 BC2399;SPC FL E     -   671,120.      151,230.      MT  (+/- 180 meters Scaled)
 BC2399
 BC2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP512620(NAD 83)
 BC2399
 BC2399                          SUPERSEDED SURVEY CONTROL
 BC2399
 BC2399  NGVD 29 (09/01/92)    1.845  (m)            6.05   (f) ADJUSTED    2 1
 BC2399
 BC2399.Superseded values are not recommended for survey control.
 BC2399
 BC2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2399.See file dsdata.pdf to determine how the superseded data were derived.
 BC2399
 BC2399_MARKER: DJ = TIDAL STATION DISK
 BC2399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2399_STAMPING: 0221 J 1984
 BC2399_MARK LOGO: NOS
 BC2399_PROJECTION: PROJECTING 5 CENTIMETERS
 BC2399_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC2399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2399_ROD/PIPE-DEPTH: 13.1 meters
 BC2399
 BC2399  HISTORY     - Date     Condition        Report By
 BC2399  HISTORY     - 1984     MONUMENTED       FLDNR
 BC2399  HISTORY     - 1987     GOOD             FLDNR
 BC2399
 BC2399                          STATION DESCRIPTION
 BC2399
 BC2399'DESCRIBED BY FL DEPT OF NAT RES 1984
 BC2399'IN JACKSONVILLE.
 BC2399'BEGIN AT THE JUNCTION OF MONUMENT ROAD WITH FORT CAROLINE ROAD, GO
 BC2399'0.5 MILE WEST ON FORT CAROLINE ROAD TO THE JUNCTION OF FULTON ROAD,
 BC2399'GO 0.75 MILE NORTHERLY ON FULTON ROAD TO ITS END AT THE ST. JOHNS
 BC2399'RIVER AND THE MARK.  THE MARK BEARS 31 FEET EAST OF THE CENTERLINE OF
 BC2399'FULTON ROAD, 5.5 FEET SOUTH-SOUTHEAST OF THE LAST POWER POLE WITH A
 BC2399'LAMP, 4 FEET WEST OF A WOODEN FENCE, 9.7 FEET SOUTH-SOUTHWEST OF A
 BC2399'2-FOOT BY 2-FOOT STONE COLUMN, AND 1.6 FEET WEST OF A WITNESS POST.
 BC2399'THE MARK IS 1 FT BELOW ROAD.
 BC2399
 BC2399                          STATION RECOVERY (1987)
 BC2399
 BC2399'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC2399'BEGIN AT THE JUNCTION OF MONUMENT ROAD WITH FORT CAROLINE ROAD, GO 0.5
 BC2399'MILE WEST ON FORT CAROLINE ROAD TO THE JUNCTION OF FULTON ROAD, GO
 BC2399'0.75 MILE NORTHERLY ON FULTON ROAD TO ITS END AT THE ST. JOHNS RIVER
 BC2399'AND THE MARK.  THE MARK BEARS 31.0 FEET EAST OF THE CENTERLINE OF
 BC2399'FULTON ROAD, 5.5 FEET SOUTH-SOUTHEAST OF THE LAST POWER POLE WITH A
 BC2399'LAMP, 4.0 FEET WEST OF A WOODEN FENCE, AND 9.7 FEET SOUTH-SOUTHWEST OF
 BC2399'A 2 FOOT BY 2 FOOT STONE COLUMN.  THE MARK IS 1.O FT BELOW THE ROAD.
 BC2399'THE MARK IS 1.6 E FROM A WHITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2397 ***********************************************************************
 BC2397  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2397  DESIGNATION -  872 0221 K TIDAL
 BC2397  PID         -  BC2397
 BC2397  STATE/COUNTY-  FL/DUVAL
 BC2397  COUNTRY     -  US
 BC2397  USGS QUAD   -  EASTPORT (2018)
 BC2397
 BC2397                         *CURRENT SURVEY CONTROL
 BC2397  ______________________________________________________________________
 BC2397* NAD 83(1986) POSITION- 30 23 07.18   (N) 081 30 29.67   (W)   HD_HELD1
 BC2397* NAVD 88 ORTHO HEIGHT -     8.618 (meters)       28.27  (feet) ADJUSTED
 BC2397  ______________________________________________________________________
 BC2397  GEOID HEIGHT    -        -28.447 (meters)                     GEOID18
 BC2397  DYNAMIC HEIGHT  -          8.607 (meters)       28.24  (feet) COMP
 BC2397  MODELED GRAVITY -    979,364.4   (mgal)                       NAVD 88
 BC2397
 BC2397  VERT ORDER      -  SECOND    CLASS I
 BC2397
 BC2397.The horizontal coordinates were determined by differentially corrected
 BC2397.hand held GPS observations or other comparable positioning techniques
 BC2397.and have an estimated accuracy of +/- 3 meters.
 BC2397
 BC2397.The orthometric height was determined by differential leveling and
 BC2397.adjusted by the NATIONAL GEODETIC SURVEY
 BC2397.in March 2025.
 BC2397
 BC2397.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2397.GEOID18 height accuracy estimate available here.
 BC2397
 BC2397.This Tidal Bench Mark is designated as VM 5120
 BC2397.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2397
 BC2397.Click photographs - Photos may exist for this station.
 BC2397
 BC2397.The dynamic height is computed by dividing the NAVD 88
 BC2397.geopotential number by the normal gravity value computed on the
 BC2397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2397.degrees latitude (g = 980.6199 gals.).
 BC2397
 BC2397.The modeled gravity was interpolated from observed gravity values.
 BC2397
 BC2397;                    North         East    Units  Estimated Accuracy
 BC2397;SPC FL E     -   670,690.4     151,154.8     MT  (+/- 3 meters HH1 GPS) 
 BC2397
 BC2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5117161593(NAD 83)
 BC2397
 BC2397                          SUPERSEDED SURVEY CONTROL
 BC2397
 BC2397  NAVD 88 (06/29/06)    8.602  (m)           28.22   (f) SUPERSEDED  2 1
 BC2397  NAVD 88 (??/??/92)    8.604  (m)           28.23   (f) SUPERSEDED  3 0
 BC2397  NGVD 29 (09/01/92)    8.929  (m)           29.29   (f) ADJUSTED    2 1
 BC2397
 BC2397.Superseded values are not recommended for survey control.
 BC2397
 BC2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2397.See file dsdata.pdf to determine how the superseded data were derived.
 BC2397
 BC2397_MARKER: DJ = TIDAL STATION DISK
 BC2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2397_STAMPING: 0221 K 1984
 BC2397_MARK LOGO: NOS
 BC2397_PROJECTION: FLUSH
 BC2397_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2397+STABILITY: SURFACE MOTION
 BC2397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2397+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2024
 BC2397
 BC2397  HISTORY     - Date     Condition        Report By
 BC2397  HISTORY     - 1984     MONUMENTED       FLDNR
 BC2397  HISTORY     - 1987     GOOD             FLDNR
 BC2397  HISTORY     - 20040711 GOOD             FLDEP
 BC2397  HISTORY     - 20241026 GOOD             FLDEP
 BC2397
 BC2397                          STATION DESCRIPTION
 BC2397
 BC2397'DESCRIBED BY FL DEPT OF NAT RES 1984
 BC2397'IN JACKSONVILLE.
 BC2397'BEGIN AT THE JUNCTION OF MONUMENT ROAD WITH FORT CAROLINE ROAD, GO
 BC2397'0.5 MILE WEST ON FORT CAROLINE ROAD TO THE JUNCTION OF FULTON ROAD,
 BC2397'GO 0.5 MILE NORTHERLY ON FULTON ROAD TO THE MARK.  THE MARK BEARS
 BC2397'29.8 FEET SOUTHEAST OF THE CENTERLINE OF FULTON ROAD, 49 FEET
 BC2397'NORTHEAST OF THE CENTERLINE OF CHARLES BENNETT DRIVE, 17.7 FEET
 BC2397'NORTHEAST OF A WOOD FENCE CORNER, 6.2 FEET SOUTHWEST OF A 2-FOOT BY
 BC2397'2-FOOT STONE COLUMN, 1.3 FEET NORTHWEST OF A WOODEN FENCE, AND 1.9
 BC2397'FEET SOUTHWEST OF A WITNESS POST.
 BC2397'THE MARK IS 1 FT ABOVE ROAD.
 BC2397
 BC2397                          STATION RECOVERY (1987)
 BC2397
 BC2397'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC2397'AT THE JUNCTON OF MONUMENT ROAD WITH FORT CAROLINE ROAD, GO 0.5 MILE
 BC2397'WEST ON FORT CAROLINE ROAD TO THE JUNCTION OF FULTON ROAD, GO 0.5 MILE
 BC2397'NORTHERLY ON FULTON ROAD TO THE MARK. THE MARK BEARS 29.8 FEET
 BC2397'SOUTHEAST OF THE CENTERLINE OF FULTON ROAD, 49.0 FEET NORTHEAST OF THE
 BC2397'CENTERLINE OF CHARLES BENNETT DRIVE, 17.7 FEET NORTHEAST OF A WOODEN
 BC2397'FENCE CORNER, 6.2 FEET SOUTHWEST OF A 2 FOOT BY 2 FOOT STONE COLUMN,
 BC2397'AND 1.3 FEET NORTHWEST OF A WOODEN FENCE.  THE MARK IS 1.0 FT ABOVE
 BC2397'THE ROAD.  THE MARK IS 1.9 E FROM A WHITNESS POST.
 BC2397
 BC2397                          STATION RECOVERY (2004)
 BC2397
 BC2397'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2397'RECOVERED IN GOOD CONDITION.
 BC2397'
 BC2397'THE MARK IS IN THE SMALL COMMUNITY OF BEACON HILLS, IN SECTION 47,
 BC2397'TOWNSHIP 1 SOUTH,  RANGE 28 EAST.
 BC2397'
 BC2397'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
 BC2397
 BC2397                          STATION RECOVERY (2024)
 BC2397
 BC2397'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (RXG)
 BC2397'RECOVERED IN GOOD CONDITION.
 BC2397'
 BC2397'NOTE-ADD-THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) EAST-NORTHEAST OF
 BC2397'ARLINGTON, 6.0 MI (9.7 KM) EAST-SOUTHEAST OF EASTPORT AND 4.7 MI (7.6
 BC2397'KM) WEST OF MAYPORT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH8952 ***********************************************************************
 DH8952  TIDAL BM    -  This is a Tidal Bench Mark.
 DH8952  DESIGNATION -  872 0221 L TIDAL
 DH8952  PID         -  DH8952
 DH8952  STATE/COUNTY-  FL/DUVAL
 DH8952  COUNTRY     -  US
 DH8952  USGS QUAD   -  EASTPORT (2018)
 DH8952
 DH8952                         *CURRENT SURVEY CONTROL
 DH8952  ______________________________________________________________________
 DH8952* NAD 83(1986) POSITION- 30 23 16.26   (N) 081 30 28.36   (W)   HD_HELD1
 DH8952* NAVD 88 ORTHO HEIGHT -     3.185 (meters)       10.45  (feet) ADJUSTED
 DH8952  ______________________________________________________________________
 DH8952  GEOID HEIGHT    -        -28.448 (meters)                     GEOID18
 DH8952  DYNAMIC HEIGHT  -          3.181 (meters)       10.44  (feet) COMP
 DH8952  MODELED GRAVITY -    979,364.5   (mgal)                       NAVD 88
 DH8952
 DH8952  VERT ORDER      -  SECOND    CLASS I
 DH8952
 DH8952.The horizontal coordinates were determined by differentially corrected
 DH8952.hand held GPS observations or other comparable positioning techniques
 DH8952.and have an estimated accuracy of +/- 3 meters.
 DH8952
 DH8952.The orthometric height was determined by differential leveling and
 DH8952.adjusted by the NATIONAL GEODETIC SURVEY
 DH8952.in June 2006.
 DH8952
 DH8952.No vertical observational check was made to the station.
 DH8952
 DH8952.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8952.GEOID18 height accuracy estimate available here.
 DH8952
 DH8952.This Tidal Bench Mark is designated as VM 19292
 DH8952.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DH8952
 DH8952.Click photographs - Photos may exist for this station.
 DH8952
 DH8952.The dynamic height is computed by dividing the NAVD 88
 DH8952.geopotential number by the normal gravity value computed on the
 DH8952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8952.degrees latitude (g = 980.6199 gals.).
 DH8952
 DH8952.The modeled gravity was interpolated from observed gravity values.
 DH8952
 DH8952;                    North         East    Units  Estimated Accuracy
 DH8952;SPC FL E     -   670,969.9     151,191.0     MT  (+/- 3 meters HH1 GPS) 
 DH8952
 DH8952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5120761872(NAD 83)
 DH8952
 DH8952                          SUPERSEDED SURVEY CONTROL
 DH8952
 DH8952.No superseded survey control is available for this station.
 DH8952
 DH8952_MARKER: DD = SURVEY DISK
 DH8952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH8952_STAMPING: 0221 L 2004
 DH8952_MARK LOGO: FLDEP
 DH8952_PROJECTION: RECESSED 8 CENTIMETERS
 DH8952_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH8952+STABILITY: SURFACE MOTION
 DH8952_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH8952+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2024
 DH8952
 DH8952  HISTORY     - Date     Condition        Report By
 DH8952  HISTORY     - 20040418 MONUMENTED       FLDEP
 DH8952  HISTORY     - 20241026 GOOD             FLDEP
 DH8952
 DH8952                          STATION DESCRIPTION
 DH8952
 DH8952'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH8952'THE MARK IS NEAR JACKSONVILLE, IN SECTION 47, TOWNSHIP 1 SOUTH, RANGE
 DH8952'28 EAST.
 DH8952'
 DH8952'TO REACH THE MARK FROM THE INTERSECTION OF MONUMENT ROAD AND FORT
 DH8952'CAROLINE ROAD IN  THE SMALL COMMUNITY OF BEACON HILLS, GO WEST AND
 DH8952'SOUTHWEST ON FORT CAROLINE ROAD TO  THE JUNCTION OF FULTON ROAD, TURN
 DH8952'RIGHT ON FULTON ROAD AND GO NORTH AND  NORTHEASTERLY FOR 0.8 MI TO THE
 DH8952'MARK ON THE LEFT, SET FLUSH IN THE TOP OF A ROUND  CONCRETE MONUMENT
 DH8952'AND LEVEL WITH FULTON ROAD.
 DH8952'
 DH8952'LOCATED 71.0 FT SOUTHWEST OF AND ACROSS FULTON ROAD FROM A 2.0 FT
 DH8952'SQUARE STONE FENCE  PILLAR, 53.5 FT WEST-SOUTHWEST OF WOODEN POWER
 DH8952'POLE NUMBER 5033, 24.8 FT WEST OF THE  CENTERLINE OF FULTON ROAD AND
 DH8952'0.7 FT EAST OF A CARSONITE WITNESS POST.
 DH8952'
 DH8952'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
 DH8952
 DH8952                          STATION RECOVERY (2024)
 DH8952
 DH8952'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (RXG)
 DH8952'RECOVERED IN GOOD CONDITION.
 DH8952'
 DH8952'NOTE-ADD-THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) EAST-NORTHEAST OF
 DH8952'ARLINGTON, 6.0 MI (9.7 KM) EAST-SOUTHEAST OF EASTPORT AND 4.6 MI (7.4
 DH8952'KM) WEST OF MAYPORT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH8953 ***********************************************************************
 DH8953  TIDAL BM    -  This is a Tidal Bench Mark.
 DH8953  DESIGNATION -  872 0221 M TIDAL
 DH8953  PID         -  DH8953
 DH8953  STATE/COUNTY-  FL/DUVAL
 DH8953  COUNTRY     -  US
 DH8953  USGS QUAD   -  EASTPORT (2018)
 DH8953
 DH8953                         *CURRENT SURVEY CONTROL
 DH8953  ______________________________________________________________________
 DH8953* NAD 83(1986) POSITION- 30 23 19.52   (N) 081 30 28.46   (W)   HD_HELD1
 DH8953* NAVD 88 ORTHO HEIGHT -     2.099 (meters)        6.89  (feet) ADJUSTED
 DH8953  ______________________________________________________________________
 DH8953  GEOID HEIGHT    -        -28.448 (meters)                     GEOID18
 DH8953  DYNAMIC HEIGHT  -          2.097 (meters)        6.88  (feet) COMP
 DH8953  MODELED GRAVITY -    979,364.6   (mgal)                       NAVD 88
 DH8953
 DH8953  VERT ORDER      -  SECOND    CLASS I
 DH8953
 DH8953.The horizontal coordinates were determined by differentially corrected
 DH8953.hand held GPS observations or other comparable positioning techniques
 DH8953.and have an estimated accuracy of +/- 3 meters.
 DH8953
 DH8953.The orthometric height was determined by differential leveling and
 DH8953.adjusted by the NATIONAL GEODETIC SURVEY
 DH8953.in March 2025.
 DH8953
 DH8953.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH8953.GEOID18 height accuracy estimate available here.
 DH8953
 DH8953.This Tidal Bench Mark is designated as VM 19293
 DH8953.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DH8953
 DH8953.Click photographs - Photos may exist for this station.
 DH8953
 DH8953.The dynamic height is computed by dividing the NAVD 88
 DH8953.geopotential number by the normal gravity value computed on the
 DH8953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH8953.degrees latitude (g = 980.6199 gals.).
 DH8953
 DH8953.The modeled gravity was interpolated from observed gravity values.
 DH8953
 DH8953;                    North         East    Units  Estimated Accuracy
 DH8953;SPC FL E     -   671,070.3     151,188.8     MT  (+/- 3 meters HH1 GPS) 
 DH8953
 DH8953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5120561973(NAD 83)
 DH8953
 DH8953                          SUPERSEDED SURVEY CONTROL
 DH8953
 DH8953  NAVD 88 (06/29/06)    2.080  (m)            6.82   (f) SUPERSEDED  2 1
 DH8953
 DH8953.Superseded values are not recommended for survey control.
 DH8953
 DH8953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH8953.See file dsdata.pdf to determine how the superseded data were derived.
 DH8953
 DH8953_MARKER: F = FLANGE-ENCASED ROD
 DH8953_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH8953_STAMPING: 0221 M 2004
 DH8953_MARK LOGO: NGS
 DH8953_PROJECTION: RECESSED 13 CENTIMETERS
 DH8953_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH8953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH8953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH8953+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2024
 DH8953_ROD/PIPE-DEPTH: 14.6 meters
 DH8953
 DH8953  HISTORY     - Date     Condition        Report By
 DH8953  HISTORY     - 20040418 MONUMENTED       FLDEP
 DH8953  HISTORY     - 20241026 GOOD             FLDEP
 DH8953
 DH8953                          STATION DESCRIPTION
 DH8953
 DH8953'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH8953'THE MARK IS NEAR JACKSONVILLE, IN SECTION 47, TOWNSHIP 1 SOUTH, RANGE
 DH8953'28 EAST.
 DH8953'
 DH8953'TO REACH THE MARK FROM THE INTERSECTION OF MONUMENT ROAD AND FORT
 DH8953'CAROLINE ROAD IN  THE SMALL COMMUNITY OF BEACON HILLS, GO WEST AND
 DH8953'SOUTHWEST ON FORT CAROLINE ROAD TO  THE JUNCTION OF FULTON ROAD, TURN
 DH8953'RIGHT ON FULTON ROAD AND GO NORTH AND  NORTHEASTERLY FOR 0.9 MI TO THE
 DH8953'MARK ON THE LEFT, ABOUT 250.0 FT SOUTH OF THE ST JOHNS  RIVER, A
 DH8953'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 48.0 FT WITH AN
 DH8953'NGS LOGO CAP  RECESSED 0.5 FT BELOW THE LEVEL OF THE GROUND AND BELOW
 DH8953'THE LEVEL OF FULTON ROAD, THE  DATUM POINT IS RECESSED 0.3 FT BELOW
 DH8953'THE LEVEL OF THE NGS LOGO CAP.
 DH8953'
 DH8953'LOCATED 81.5 FT NORTHWEST OF WOODEN POWER POLE NUMBER 5049, 26.5 FT
 DH8953'WEST OF THE  CENTERLINE OF FULTON ROAD, 9.8 FT SOUTH-SOUTHEAST OF THE
 DH8953'SOUTH GATEPOST FOR A 6.0 FT  HIGH WOODEN FENCE GATE, 3.0 FT EAST OF A
 DH8953'CHAIN LINK FENCE AND 1.8 FT EAST OF A CARSONITE  WITNESS POST.
 DH8953'
 DH8953'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DH8953'
 DH8953'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
 DH8953
 DH8953                          STATION RECOVERY (2024)
 DH8953
 DH8953'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (RXG)
 DH8953'RECOVERED IN GOOD CONDITION.
 DH8953'
 DH8953'NOTE-ADD-THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF
 DH8953'ARLINGTON, 5.9 MI (9.5 KM) EAST-SOUTHEAST OF EASTPORT AND 4.6 MI (7.4
 DH8953'KM) WEST OF MAYPORT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS3013 ***********************************************************************
 DS3013  DESIGNATION -  872 0221 N
 DS3013  PID         -  DS3013
 DS3013  STATE/COUNTY-  FL/DUVAL
 DS3013  COUNTRY     -  US
 DS3013  USGS QUAD   -  EASTPORT (2018)
 DS3013
 DS3013                         *CURRENT SURVEY CONTROL
 DS3013  ______________________________________________________________________
 DS3013* NAD 83(1986) POSITION- 30 22 41.89   (N) 081 30 37.02   (W)   HD_HELD1
 DS3013* NAVD 88 ORTHO HEIGHT -     5.847 (meters)       19.18  (feet) ADJUSTED
 DS3013  ______________________________________________________________________
 DS3013  GEOID HEIGHT    -        -28.443 (meters)                     GEOID18
 DS3013  DYNAMIC HEIGHT  -          5.840 (meters)       19.16  (feet) COMP
 DS3013  MODELED GRAVITY -    979,363.8   (mgal)                       NAVD 88
 DS3013
 DS3013  VERT ORDER      -  SECOND    CLASS I
 DS3013
 DS3013.The horizontal coordinates were determined by differentially corrected
 DS3013.hand held GPS observations or other comparable positioning techniques
 DS3013.and have an estimated accuracy of +/- 3 meters.
 DS3013
 DS3013.The orthometric height was determined by differential leveling and
 DS3013.adjusted by the NATIONAL GEODETIC SURVEY
 DS3013.in March 2025.
 DS3013
 DS3013.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3013.GEOID18 height accuracy estimate available here.
 DS3013
 DS3013.Click photographs - Photos may exist for this station.
 DS3013
 DS3013.The dynamic height is computed by dividing the NAVD 88
 DS3013.geopotential number by the normal gravity value computed on the
 DS3013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3013.degrees latitude (g = 980.6199 gals.).
 DS3013
 DS3013.The modeled gravity was interpolated from observed gravity values.
 DS3013
 DS3013;                    North         East    Units  Estimated Accuracy
 DS3013;SPC FL E     -   669,912.6     150,955.0     MT  (+/- 3 meters HH1 GPS) 
 DS3013
 DS3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5097160815(NAD 83)
 DS3013
 DS3013                          SUPERSEDED SURVEY CONTROL
 DS3013
 DS3013.No superseded survey control is available for this station.
 DS3013
 DS3013_MARKER: F = FLANGE-ENCASED ROD
 DS3013_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS3013_STAMPING: 0221 N 2024
 DS3013_MARK LOGO: FLDEP
 DS3013_PROJECTION: RECESSED 9 CENTIMETERS
 DS3013_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3013+SATELLITE: SATELLITE OBSERVATIONS - July 02, 2024
 DS3013_ROD/PIPE-DEPTH: 11.0 meters
 DS3013
 DS3013  HISTORY     - Date     Condition        Report By
 DS3013  HISTORY     - 20240702 MONUMENTED       FLDEP
 DS3013
 DS3013                          STATION DESCRIPTION
 DS3013
 DS3013'DESCRIBED BY FL DEPT OF ENV PRO 2024 (MAH)
 DS3013'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) EAST-NORTHEAST OF
 DS3013'ARLINGTON, 6.1 MI (9.8 KM) EAST-SOUTHEAST OF EASTPORT AND 4.8 MI (7.7
 DS3013'KM) WEST-SOUTHWEST OF MAYPORT.  IN SECTION 51, TOWNSHIP 1 SOUTH, RANGE
 DS3013'28 EAST.
 DS3013'
 DS3013'TO REACH THE MARK FROM THE I 295 (EAST BELTWAY) OVERPASS AND MONUMENT
 DS3013'ROAD IN JACKSONVILLE, GO NORTHEAST ON MONUMENT ROAD FOR 4.1 MI (6.6
 DS3013'KM) TO THE INTERSECTION OF FORT CAROLINE ROAD ON THE RIGHT AND THE
 DS3013'MARK ON THE RIGHT.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DS3013'OF 36.0 FT (11.0 M), RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DS3013'GROUND AND LEVEL WITH FORT CAROLINE ROAD.
 DS3013'
 DS3013'LOCATED 36.4 FT (11.1 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DS3013'FULTON ROAD, 27.0 FT (8.2 M) NORTHWEST OF THE APPROXIMATE CENTERLINE
 DS3013'OF FORT CAROLINE ROAD, 14.0 FT (4.3 M) SOUTHWEST OF A CARSONITE
 DS3013'WITNESS POST, 6.5 FT (2.0 M) NORTHEAST OF THE EAST END OF A CONCRETE
 DS3013'CURB AND 5.4 FT (1.6 M) NORTHWEST OF THE NORTHWEST END OF A CONCRETE
 DS3013'SIDEWALK.
 DS3013'
 DS3013'NOTE-THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE
 DS3013'FLDEP LOGO CAP.
 DS3013'
 DS3013'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1564 ***********************************************************************
 BC1564  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1564  DESIGNATION -  872 0225 A TIDAL
 BC1564  PID         -  BC1564
 BC1564  STATE/COUNTY-  FL/DUVAL
 BC1564  COUNTRY     -  US
 BC1564  USGS QUAD   -  TROUT RIVER (2018)
 BC1564
 BC1564                         *CURRENT SURVEY CONTROL
 BC1564  ______________________________________________________________________
 BC1564* NAD 83(1986) POSITION- 30 22 55.     (N) 081 38 06.     (W)   SCALED
 BC1564* NAVD 88 ORTHO HEIGHT -     1.950 (meters)        6.40  (feet) ADJUSTED
 BC1564  ______________________________________________________________________
 BC1564  GEOID HEIGHT    -        -28.295 (meters)                     GEOID18
 BC1564  DYNAMIC HEIGHT  -          1.948 (meters)        6.39  (feet) COMP
 BC1564  MODELED GRAVITY -    979,368.5   (mgal)                       NAVD 88
 BC1564
 BC1564  VERT ORDER      -  SECOND    CLASS I
 BC1564
 BC1564.The horizontal coordinates were scaled from a map and have
 BC1564.an estimated accuracy of +/- 6 seconds.
 BC1564
 BC1564.The orthometric height was determined by differential leveling and
 BC1564.adjusted by the NATIONAL GEODETIC SURVEY
 BC1564.in June 1991.
 BC1564
 BC1564.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1564.GEOID18 height accuracy estimate available here.
 BC1564
 BC1564.This Tidal Bench Mark is designated as VM 5121
 BC1564.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1564
 BC1564.Click photographs - Photos may exist for this station.
 BC1564
 BC1564.The dynamic height is computed by dividing the NAVD 88
 BC1564.geopotential number by the normal gravity value computed on the
 BC1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1564.degrees latitude (g = 980.6199 gals.).
 BC1564
 BC1564.The modeled gravity was interpolated from observed gravity values.
 BC1564
 BC1564;                    North         East    Units  Estimated Accuracy
 BC1564;SPC FL E     -   670,380.      138,970.      MT  (+/- 180 meters Scaled)
 BC1564
 BC1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP389612(NAD 83)
 BC1564
 BC1564                          SUPERSEDED SURVEY CONTROL
 BC1564
 BC1564  NGVD 29 (09/01/92)    2.277  (m)            7.47   (f) ADJUSTED    2 1
 BC1564
 BC1564.Superseded values are not recommended for survey control.
 BC1564
 BC1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1564.See file dsdata.pdf to determine how the superseded data were derived.
 BC1564
 BC1564_MARKER: DJ = TIDAL STATION DISK
 BC1564_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1564_SP_SET: CONCRETE STEP
 BC1564_STAMPING: 0225 A
 BC1564_MARK LOGO: NOS
 BC1564_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1564
 BC1564  HISTORY     - Date     Condition        Report By
 BC1564  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1564  HISTORY     - 1985     GOOD             FLDNR
 BC1564
 BC1564                          STATION DESCRIPTION
 BC1564
 BC1564'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1564'JACKSONVILLE.
 BC1564'FROM THE INTERSECTION OF NORTH MAIN STREET (US 17) AND LAWTON AVENUE
 BC1564'IN NORTHEAST JACKSONVILLE, PROCEED EASTERLY ALONG LAWTON AVENUE 0.5
 BC1564'MILES TO BUFFALO AVENUE, THENCE SOUTH ALONG BUFFALO AVENUE 0.1 MILES
 BC1564'TO VIRGINIA AVENUE, THENCE EASTERLY ALONG VIRGINIA AVENUE 0.2 MILES TO
 BC1564'EVERGREEN AVENUE, THENCE SOUTH ALONG EVERGREEN AVENUE 0.1 MILES TO THE
 BC1564'DRIVEWAY TO THE U S COAST GUARD RESERVE TRAINING CENTER. THE MARK
 BC1564'BEARS 25 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE ADMINISTRATION
 BC1564'BUILDING, 52 FEET NORTHEAST OF A LAMP POST, 89.5 FEET SOUTHEAST OF
 BC1564'SOUTHEAST CORNER OF THE INFIRMARY. MARK IS AN NOS TIDAL BENCH MARK.
 BC1564
 BC1564                          STATION RECOVERY (1985)
 BC1564
 BC1564'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1564'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1563 ***********************************************************************
 BC1563  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1563  DESIGNATION -  872 0225 B TIDAL
 BC1563  PID         -  BC1563
 BC1563  STATE/COUNTY-  FL/DUVAL
 BC1563  COUNTRY     -  US
 BC1563  USGS QUAD   -  TROUT RIVER (2018)
 BC1563
 BC1563                         *CURRENT SURVEY CONTROL
 BC1563  ______________________________________________________________________
 BC1563* NAD 83(1986) POSITION- 30 22 56.     (N) 081 38 09.     (W)   SCALED
 BC1563* NAVD 88 ORTHO HEIGHT -     2.785 (meters)        9.14  (feet) ADJUSTED
 BC1563  ______________________________________________________________________
 BC1563  GEOID HEIGHT    -        -28.294 (meters)                     GEOID18
 BC1563  DYNAMIC HEIGHT  -          2.781 (meters)        9.12  (feet) COMP
 BC1563  MODELED GRAVITY -    979,368.5   (mgal)                       NAVD 88
 BC1563
 BC1563  VERT ORDER      -  SECOND    CLASS I
 BC1563
 BC1563.The horizontal coordinates were scaled from a map and have
 BC1563.an estimated accuracy of +/- 6 seconds.
 BC1563
 BC1563.The orthometric height was determined by differential leveling and
 BC1563.adjusted by the NATIONAL GEODETIC SURVEY
 BC1563.in June 1991.
 BC1563
 BC1563.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1563.GEOID18 height accuracy estimate available here.
 BC1563
 BC1563.This Tidal Bench Mark is designated as VM 5122
 BC1563.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1563
 BC1563.Click photographs - Photos may exist for this station.
 BC1563
 BC1563.The dynamic height is computed by dividing the NAVD 88
 BC1563.geopotential number by the normal gravity value computed on the
 BC1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1563.degrees latitude (g = 980.6199 gals.).
 BC1563
 BC1563.The modeled gravity was interpolated from observed gravity values.
 BC1563
 BC1563;                    North         East    Units  Estimated Accuracy
 BC1563;SPC FL E     -   670,410.      138,890.      MT  (+/- 180 meters Scaled)
 BC1563
 BC1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP389613(NAD 83)
 BC1563
 BC1563                          SUPERSEDED SURVEY CONTROL
 BC1563
 BC1563  NGVD 29 (09/01/92)    3.111  (m)           10.21   (f) ADJUSTED    2 1
 BC1563
 BC1563.Superseded values are not recommended for survey control.
 BC1563
 BC1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1563.See file dsdata.pdf to determine how the superseded data were derived.
 BC1563
 BC1563_MARKER: DJ = TIDAL STATION DISK
 BC1563_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1563_SP_SET: CONCRETE STEP
 BC1563_STAMPING: 0225 B 1977
 BC1563_MARK LOGO: NOS
 BC1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1563
 BC1563  HISTORY     - Date     Condition        Report By
 BC1563  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1563  HISTORY     - 1985     GOOD             FLDNR
 BC1563
 BC1563                          STATION DESCRIPTION
 BC1563
 BC1563'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1563'JACKSONVILLE.
 BC1563'FROM THE INTERSECTION OF NORTH MAIN STREET (US 17) AND LAWTON AVENUE
 BC1563'IN NORTHEAST JACKSONVILLE, PROCEED EASTERLY ALONG LAWTON AVENUE 0.5
 BC1563'MILES TO BUFFALO AVENUE, THENCE SOUTH ALONG BUFFALO AVENUE 0.1 MILES
 BC1563'TO VIRGINIA AVENUE, THENCE EAST ALONG VIRGINIA AVENUE 0.2 MILES TO
 BC1563'EVERGREEN AVENUE, THENCE SOUTH ALONG EVERGREEN AVENUE 0.1 MILES TO THE
 BC1563'DRIVEWAY TO THE U S COAST GUARD RESERVE TRAINING CENTER. MARK BEARS
 BC1563'23 FEET NORTHWEST OF DRIVEWAY CENTERLINE, 3 FEET WEST OF SOUTHEAST
 BC1563'CORNER OF A STOREROOMS STEPS, 47 FEET NORTHWEST OF THE NORTHWEST
 BC1563'CORNER OF A POWER STATION. MARK IS AN NOS TIDAL BENCH MARK.
 BC1563
 BC1563                          STATION RECOVERY (1985)
 BC1563
 BC1563'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1563'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1562 ***********************************************************************
 BC1562  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1562  DESIGNATION -  872 0225 C TIDAL
 BC1562  PID         -  BC1562
 BC1562  STATE/COUNTY-  FL/DUVAL
 BC1562  COUNTRY     -  US
 BC1562  USGS QUAD   -  TROUT RIVER (2018)
 BC1562
 BC1562                         *CURRENT SURVEY CONTROL
 BC1562  ______________________________________________________________________
 BC1562* NAD 83(1986) POSITION- 30 22 54.     (N) 081 38 15.     (W)   SCALED
 BC1562* NAVD 88 ORTHO HEIGHT -     3.138 (meters)       10.30  (feet) ADJUSTED
 BC1562  ______________________________________________________________________
 BC1562  GEOID HEIGHT    -        -28.293 (meters)                     GEOID18
 BC1562  DYNAMIC HEIGHT  -          3.134 (meters)       10.28  (feet) COMP
 BC1562  MODELED GRAVITY -    979,368.6   (mgal)                       NAVD 88
 BC1562
 BC1562  VERT ORDER      -  SECOND    CLASS I
 BC1562
 BC1562.The horizontal coordinates were scaled from a map and have
 BC1562.an estimated accuracy of +/- 6 seconds.
 BC1562
 BC1562.The orthometric height was determined by differential leveling and
 BC1562.adjusted by the NATIONAL GEODETIC SURVEY
 BC1562.in June 1991.
 BC1562
 BC1562.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1562.GEOID18 height accuracy estimate available here.
 BC1562
 BC1562.This Tidal Bench Mark is designated as VM 5123
 BC1562.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1562
 BC1562.Click photographs - Photos may exist for this station.
 BC1562
 BC1562.The dynamic height is computed by dividing the NAVD 88
 BC1562.geopotential number by the normal gravity value computed on the
 BC1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1562.degrees latitude (g = 980.6199 gals.).
 BC1562
 BC1562.The modeled gravity was interpolated from observed gravity values.
 BC1562
 BC1562;                    North         East    Units  Estimated Accuracy
 BC1562;SPC FL E     -   670,350.      138,730.      MT  (+/- 180 meters Scaled)
 BC1562
 BC1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP387612(NAD 83)
 BC1562
 BC1562                          SUPERSEDED SURVEY CONTROL
 BC1562
 BC1562  NGVD 29 (09/01/92)    3.464  (m)           11.36   (f) ADJUSTED    2 1
 BC1562
 BC1562.Superseded values are not recommended for survey control.
 BC1562
 BC1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1562.See file dsdata.pdf to determine how the superseded data were derived.
 BC1562
 BC1562_MARKER: DJ = TIDAL STATION DISK
 BC1562_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1562_STAMPING: 0225 C
 BC1562_MARK LOGO: NOS
 BC1562_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1562_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1562_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1562+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 BC1562
 BC1562  HISTORY     - Date     Condition        Report By
 BC1562  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1562  HISTORY     - 1985     GOOD             FLDNR
 BC1562  HISTORY     - 20040604 GOOD             FLDEP
 BC1562
 BC1562                          STATION DESCRIPTION
 BC1562
 BC1562'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1562'JACKSONVILLE.
 BC1562'FROM THE INTERSECTION OF NORTH MAIN STREET (US 17) AND LAWTON AVENUE
 BC1562'IN NORTHEAST JACKSONVILLE, PROCEED EASTERLY ALONG LAWTON AVENUE 0.5
 BC1562'MILES TO BUFFALO AVENUE, THENCE SOUTH ALONG BUFFALO 0.1 MILES TO
 BC1562'VIRGINIA AVENUE, THENCE EASTERLY ALONG VIRGINIA AVENUE 0.2 MILES TO
 BC1562'EVERGREEN AVENUE, THENCE SOUTH ALONG EVERGREEN AVENUE 0.1 MILES TO THE
 BC1562'DRIVEWAY TO THE US COAST GUARD RESERVE TRAINING CENTER. THE MARK BEARS
 BC1562'32.5 FEET EAST OF EVERGREEN AVENUE CENTERLINE, 23.5 FEET NORTH OF
 BC1562'DRIVEWAY CENTERLINE, 54.5 FEET SOUTH OF A 36 INCH DIAMETER OAK TREE.
 BC1562'MARK IS AN NOS TIDAL BENCH MARK.
 BC1562
 BC1562                          STATION RECOVERY (1985)
 BC1562
 BC1562'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC1562'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS NOW INSIDE A 6-FOOT
 BC1562'HIGH HURRICANE FENCE AROUND A WAREHOUSE AT 6935 EVERGREEN AVENUE.
 BC1562
 BC1562                          STATION RECOVERY (2004)
 BC1562
 BC1562'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1562'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1562'
 BC1562'THE MARK IS IN JACKSONVILLE, IN SECTION 50, TOWNSHIP 1 SOUTH, RANGE 27
 BC1562'EAST.
 BC1562'
 BC1562'THE COAST GUARD STATION NO LONGER EXISTS AND THE HURRICANE FENCE HAS
 BC1562'BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH9545 ***********************************************************************
 DH9545  TIDAL BM    -  This is a Tidal Bench Mark.
 DH9545  DESIGNATION -  872 0225 D TIDAL
 DH9545  PID         -  DH9545
 DH9545  STATE/COUNTY-  FL/DUVAL
 DH9545  COUNTRY     -  US
 DH9545  USGS QUAD   -  TROUT RIVER (2018)
 DH9545
 DH9545                         *CURRENT SURVEY CONTROL
 DH9545  ______________________________________________________________________
 DH9545* NAD 83(1986) POSITION- 30 23 02.47   (N) 081 38 19.07   (W)   HD_HELD1
 DH9545* NAVD 88 ORTHO HEIGHT -     2.372 (meters)        7.78  (feet) ADJUSTED
 DH9545  ______________________________________________________________________
 DH9545  GEOID HEIGHT    -        -28.292 (meters)                     GEOID18
 DH9545  DYNAMIC HEIGHT  -          2.369 (meters)        7.77  (feet) COMP
 DH9545  MODELED GRAVITY -    979,368.8   (mgal)                       NAVD 88
 DH9545
 DH9545  VERT ORDER      -  SECOND    CLASS I
 DH9545
 DH9545.The horizontal coordinates were determined by differentially corrected
 DH9545.hand held GPS observations or other comparable positioning techniques
 DH9545.and have an estimated accuracy of +/- 3 meters.
 DH9545
 DH9545.The orthometric height was determined by differential leveling and
 DH9545.adjusted by the NATIONAL GEODETIC SURVEY
 DH9545.in June 2006.
 DH9545
 DH9545.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9545.GEOID18 height accuracy estimate available here.
 DH9545
 DH9545.This Tidal Bench Mark is designated as VM 19294
 DH9545.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DH9545
 DH9545.Click photographs - Photos may exist for this station.
 DH9545
 DH9545.The dynamic height is computed by dividing the NAVD 88
 DH9545.geopotential number by the normal gravity value computed on the
 DH9545.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9545.degrees latitude (g = 980.6199 gals.).
 DH9545
 DH9545.The modeled gravity was interpolated from observed gravity values.
 DH9545
 DH9545;                    North         East    Units  Estimated Accuracy
 DH9545;SPC FL E     -   670,608.8     138,622.5     MT  (+/- 3 meters HH1 GPS) 
 DH9545
 DH9545_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3864361512(NAD 83)
 DH9545
 DH9545                          SUPERSEDED SURVEY CONTROL
 DH9545
 DH9545.No superseded survey control is available for this station.
 DH9545
 DH9545_MARKER: DD = SURVEY DISK
 DH9545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9545_STAMPING: 0225 D 2004
 DH9545_MARK LOGO: FLDEP
 DH9545_PROJECTION: FLUSH
 DH9545_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9545+STABILITY: SURFACE MOTION
 DH9545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9545+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004
 DH9545
 DH9545  HISTORY     - Date     Condition        Report By
 DH9545  HISTORY     - 20040208 MONUMENTED       FLDEP
 DH9545
 DH9545                          STATION DESCRIPTION
 DH9545
 DH9545'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9545'THE MARK IS IN JACKSONVILLE, IN SECTION 50, TOWNSHIP 1 SOUTH, RANGE 27
 DH9545'EAST.
 DH9545'
 DH9545'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 DH9545'EDGEWOOD AVENUE IN  JACKSONVILLE, GO  SOUTHEAST ON EDGEWOOD AVENUE AND
 DH9545'TALLULAH AVENUE FOR 1.3 MI TO THE JUNCTION OF U.S. HIGHWAY  17 (NORTH
 DH9545'MAIN STREET), TURN LEFT ON U.S. HIGHWAY 17 AND GO NORTH FOR 0.6 MI TO
 DH9545'THE JUNCTION OF  LAWTON AVENUE ON THE RIGHT, TURN RIGHT ON LAWTON
 DH9545'AVENUE AND GO SOUTHEAST FOR 0.5 MI TO THE  JUNCTION OF BUFFALO AVENUE,
 DH9545'TURN LEFT ON BUFFALO AVENUE AND GO NORTH FOR 0.05 MI TO THE  JUNCTION
 DH9545'OF  VIRGINIA STREET ON THE RIGHT, TURN RIGHT VIRGINIA STREET AND GO
 DH9545'SOUTHEAST FOR 0.15 MI TO THE  JUNCTION OF DENVER STREET ON THE RIGHT
 DH9545'AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND  CONCRETE
 DH9545'MONUMENT FLUSH WITH THE GROUND ABOUT 0.5 FT ABOVE THE LEVEL OF DENVER
 DH9545'STREET.
 DH9545'
 DH9545'LOCATED 31.0 FT SOUTHWEST OF THE CENTERLINE OF VIRGINIA STREET, 19.5
 DH9545'FT WEST OF THE CENTERLINE OF  DENVER STREET, 14.5 FT NORTH OF WOODEN
 DH9545'POWER POLE NO. 7120 80 095753, 11.0 FT SOUTH OF CONCRETE  POWER POLE
 DH9545'NO. 932, 7.6 FT WEST OF THE CENTER OF AN IRON CATCH BASIN GRATE, 2.0
 DH9545'FT EAST OF A 6.0 FT  HIGH WOODEN FENCE AND 1.7 FT EAST OF A CARSONITE
 DH9545'WITNESS POST.
 DH9545'
 DH9545'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH9544 ***********************************************************************
 DH9544  TIDAL BM    -  This is a Tidal Bench Mark.
 DH9544  DESIGNATION -  872 0225 F TIDAL
 DH9544  PID         -  DH9544
 DH9544  STATE/COUNTY-  FL/DUVAL
 DH9544  COUNTRY     -  US
 DH9544  USGS QUAD   -  TROUT RIVER (2018)
 DH9544
 DH9544                         *CURRENT SURVEY CONTROL
 DH9544  ______________________________________________________________________
 DH9544* NAD 83(1986) POSITION- 30 23 04.     (N) 081 38 20.     (W)   SCALED
 DH9544* NAVD 88 ORTHO HEIGHT -     1.985 (meters)        6.51  (feet) ADJUSTED
 DH9544  ______________________________________________________________________
 DH9544  GEOID HEIGHT    -        -28.292 (meters)                     GEOID18
 DH9544  DYNAMIC HEIGHT  -          1.982 (meters)        6.50  (feet) COMP
 DH9544  MODELED GRAVITY -    979,368.8   (mgal)                       NAVD 88
 DH9544
 DH9544  VERT ORDER      -  SECOND    CLASS I
 DH9544
 DH9544.The horizontal coordinates were scaled from a map and have
 DH9544.an estimated accuracy of +/- 6 seconds.
 DH9544
 DH9544.The orthometric height was determined by differential leveling and
 DH9544.adjusted by the NATIONAL GEODETIC SURVEY
 DH9544.in June 2006.
 DH9544
 DH9544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9544.GEOID18 height accuracy estimate available here.
 DH9544
 DH9544.This Tidal Bench Mark is designated as VM 19295
 DH9544.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DH9544
 DH9544.Click photographs - Photos may exist for this station.
 DH9544
 DH9544.The dynamic height is computed by dividing the NAVD 88
 DH9544.geopotential number by the normal gravity value computed on the
 DH9544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9544.degrees latitude (g = 980.6199 gals.).
 DH9544
 DH9544.The modeled gravity was interpolated from observed gravity values.
 DH9544
 DH9544;                    North         East    Units  Estimated Accuracy
 DH9544;SPC FL E     -   670,660.      138,600.      MT  (+/- 180 meters Scaled)
 DH9544
 DH9544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP386615(NAD 83)
 DH9544
 DH9544                          SUPERSEDED SURVEY CONTROL
 DH9544
 DH9544.No superseded survey control is available for this station.
 DH9544
 DH9544_MARKER: F = FLANGE-ENCASED ROD
 DH9544_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH9544_STAMPING: 0225 F 2004
 DH9544_MARK LOGO: NGS
 DH9544_PROJECTION: FLUSH
 DH9544_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9544_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9544+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2002
 DH9544_ROD/PIPE-DEPTH: 14.0 meters
 DH9544
 DH9544  HISTORY     - Date     Condition        Report By
 DH9544  HISTORY     - 20020222 MONUMENTED       FLDEP
 DH9544
 DH9544                          STATION DESCRIPTION
 DH9544
 DH9544'DESCRIBED BY FL DEPT OF ENV PRO 2002 (BSS)
 DH9544'THE MARK IS IN JACKSONVILLE, IN SECTION 50, TOWNSHIP 1 SOUTH, RANGE 27
 DH9544'EAST.
 DH9544'
 DH9544'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 DH9544'EDGEWOOD AVENUE IN  JACKSONVILLE, GO SOUTHEAST ON EDGEWOOD AVENUE AND
 DH9544'TALLULAH AVENUE FOR 1.3 MI TO THE JUNCTION  OF U.S. HIGHWAY 17 (NORTH
 DH9544'MAIN STREET), TURN LEFT ON U.S. HIGHWAY 17 AND GO NORTH FOR 0.6 MI TO
 DH9544'THE  JUNCTION OF LAWTON AVENUE ON THE RIGHT, TURN RIGHT ON LAWTON
 DH9544'AVENUE AND GO SOUTHEAST FOR 0.5  MI TO THE JUNCTION OF BUFFALO AVENUE,
 DH9544'TURN LEFT ON BUFFALO AVENUE AND GO NORTH FOR 0.05 MI TO  THE JUNCTION
 DH9544'OF VIRGINIA STREET ON THE RIGHT, TURN RIGHT ON VIRGINIA STREET AND GO
 DH9544'SOUTHEAST FOR  0.9 MI TO THE JUNCTION OF EDGE STREET ON THE RIGHT AND
 DH9544'THE MARK ON THE RIGHT, A STAINLESS STEEL  ROD DRIVEN TO REFUSAL AT A
 DH9544'DEPTH OF 46.0 FT WITH AN NGS LOGO CAP FLUSH WITH THE GROUND AND  ABOUT
 DH9544'0.5 FT ABOVE THE LEVEL OF EDGE STREET, THE DATUM POINT IS RECESSED 0.3
 DH9544'FT BELOW THE LEVEL  OF THE NGS LOGO CAP.
 DH9544'
 DH9544'LOCATED 32.0 FT SOUTHWEST OF THE CENTERLINE OF VIRGINIA STREET, 18.5
 DH9544'FT EAST OF THE CENTERLINE OF  EDGE STREET, 9.0 FT SOUTHEAST OF THE
 DH9544'CENTER OF AN IRON CATCH BASIN GRATE, 1.3 FT WEST OF A   3.5 FT HIGH
 DH9544'CHAIN LINK FENCE AND 1.0 FT WEST OF A CARSONITE WITNESS POST.
 DH9544'
 DH9544'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH9546 ***********************************************************************
 DH9546  TIDAL BM    -  This is a Tidal Bench Mark.
 DH9546  DESIGNATION -  872 0225 G TIDAL
 DH9546  PID         -  DH9546
 DH9546  STATE/COUNTY-  FL/DUVAL
 DH9546  COUNTRY     -  US
 DH9546  USGS QUAD   -  TROUT RIVER (2018)
 DH9546
 DH9546                         *CURRENT SURVEY CONTROL
 DH9546  ______________________________________________________________________
 DH9546* NAD 83(1986) POSITION- 30 23 05.     (N) 081 38 24.     (W)   SCALED
 DH9546* NAVD 88 ORTHO HEIGHT -     2.341 (meters)        7.68  (feet) ADJUSTED
 DH9546  ______________________________________________________________________
 DH9546  GEOID HEIGHT    -        -28.291 (meters)                     GEOID18
 DH9546  DYNAMIC HEIGHT  -          2.338 (meters)        7.67  (feet) COMP
 DH9546  MODELED GRAVITY -    979,368.9   (mgal)                       NAVD 88
 DH9546
 DH9546  VERT ORDER      -  SECOND    CLASS I
 DH9546
 DH9546.The horizontal coordinates were scaled from a map and have
 DH9546.an estimated accuracy of +/- 6 seconds.
 DH9546
 DH9546.The orthometric height was determined by differential leveling and
 DH9546.adjusted by the NATIONAL GEODETIC SURVEY
 DH9546.in June 2006.
 DH9546
 DH9546.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9546.GEOID18 height accuracy estimate available here.
 DH9546
 DH9546.This Tidal Bench Mark is designated as VM 19296
 DH9546.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DH9546
 DH9546.Click photographs - Photos may exist for this station.
 DH9546
 DH9546.The dynamic height is computed by dividing the NAVD 88
 DH9546.geopotential number by the normal gravity value computed on the
 DH9546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9546.degrees latitude (g = 980.6199 gals.).
 DH9546
 DH9546.The modeled gravity was interpolated from observed gravity values.
 DH9546
 DH9546;                    North         East    Units  Estimated Accuracy
 DH9546;SPC FL E     -   670,690.      138,490.      MT  (+/- 180 meters Scaled)
 DH9546
 DH9546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP385615(NAD 83)
 DH9546
 DH9546                          SUPERSEDED SURVEY CONTROL
 DH9546
 DH9546.No superseded survey control is available for this station.
 DH9546
 DH9546_MARKER: DD = SURVEY DISK
 DH9546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9546_STAMPING: 0225 G 2004
 DH9546_MARK LOGO: FLDEP
 DH9546_PROJECTION: FLUSH
 DH9546_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9546+STABILITY: SURFACE MOTION
 DH9546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9546+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2004
 DH9546
 DH9546  HISTORY     - Date     Condition        Report By
 DH9546  HISTORY     - 20040208 MONUMENTED       FLDEP
 DH9546
 DH9546                          STATION DESCRIPTION
 DH9546
 DH9546'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9546'THE MARK IS IN JACKSONVILLE, IN SECTION 50, TOWNSHIP 1 SOUTH, RANGE 27
 DH9546'EAST.
 DH9546'
 DH9546'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 DH9546'EDGEWOOD AVENUE IN  JACKSONVILLE, GO SOUTHEAST ON EDGEWOOD AVENUE AND
 DH9546'TALLULAH AVENUE FOR 1.3 MI TO THE JUNCTION  OF U.S. HIGHWAY 17 (NORTH
 DH9546'MAIN STREET), TURN LEFT ON U.S. HIGHWAY 17 AND GO NORTH FOR 0.6 MI TO
 DH9546'THE  JUNCTION OF LAWTON AVENUE ON THE RIGHT, TURN RIGHT ON LAWTON
 DH9546'AVENUE AND GO SOUTHEAST FOR 0.5  MI TO THE JUNCTION OF BUFFALO AVENUE,
 DH9546'TURN LEFT ON BUFFALO AVENUE AND GO NORTH  FOR 0.05 MI TO  THE JUNCTION
 DH9546'OF VIRGINIA STREET ON THE RIGHT, TURN RIGHT ON VIRGINIA STREET AND GO
 DH9546'SOUTHEAST FOR  0.05 MI TO THE JUNCTION OF NELMS STREET ON THE RIGHT
 DH9546'AND THE MARK ON THE RIGHT, SET IN THE TOP OF A  ROUND CONCRETE
 DH9546'MONUMENT FLUSH WITH THE GROUND ABOUT 0.5 FT ABOVE THE LEVEL OF NELMS
 DH9546'STREET.
 DH9546'
 DH9546'LOCATED 32.0 FT SOUTHWEST OF THE CENTERLINE OF VIRGINIA STREET, 18.5
 DH9546'FT WEST OF THE CENTERLINE OF  NELMS STREET, 8.5 FT SOUTHWEST OF THE
 DH9546'CENTER OF AN IRON CATCH BASIN GRATE, 2.0 FT EAST OF A   4.0 FT HIGH
 DH9546'CHAIN LINK FENCE AND 1.7 FT EAST OF A CARSONITE WITNESS POST.
 DH9546'
 DH9546'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5776 ***********************************************************************
 DL5776  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5776  DESIGNATION -  872 0226 A
 DL5776  PID         -  DL5776
 DL5776  STATE/COUNTY-  FL/DUVAL
 DL5776  COUNTRY     -  US
 DL5776  USGS QUAD   -  JACKSONVILLE (2018)
 DL5776
 DL5776                         *CURRENT SURVEY CONTROL
 DL5776  ______________________________________________________________________
 DL5776* NAD 83(1986) POSITION- 30 19 14.7    (N) 081 39 30.4    (W)   HD_HELD2
 DL5776* NAVD 88 ORTHO HEIGHT -     0.733 (meters)        2.40  (feet) ADJUSTED
 DL5776  ______________________________________________________________________
 DL5776  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 DL5776  DYNAMIC HEIGHT  -          0.732 (meters)        2.40  (feet) COMP
 DL5776  MODELED GRAVITY -    979,362.6   (mgal)                       NAVD 88
 DL5776
 DL5776  VERT ORDER      -  FIRST     CLASS II
 DL5776
 DL5776.The horizontal coordinates were established by autonomous hand held GPS
 DL5776.observations and have an estimated accuracy of +/- 10 meters.
 DL5776
 DL5776.The orthometric height was determined by differential leveling and
 DL5776.adjusted by the NATIONAL GEODETIC SURVEY
 DL5776.in January 2010.
 DL5776
 DL5776.No vertical observational check was made to the station.
 DL5776
 DL5776.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5776.GEOID18 height accuracy estimate available here.
 DL5776
 DL5776.This Tidal Bench Mark is designated as VM 13472
 DL5776.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5776
 DL5776.Click photographs - Photos may exist for this station.
 DL5776
 DL5776.The dynamic height is computed by dividing the NAVD 88
 DL5776.geopotential number by the normal gravity value computed on the
 DL5776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5776.degrees latitude (g = 980.6199 gals.).
 DL5776
 DL5776.The modeled gravity was interpolated from observed gravity values.
 DL5776
 DL5776;                    North         East    Units  Estimated Accuracy
 DL5776;SPC FL E     -   663,606.      136,677.      MT  (+/- 10 meters HH2 GPS)
 DL5776
 DL5776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3669954511(NAD 83)
 DL5776
 DL5776                          SUPERSEDED SURVEY CONTROL
 DL5776
 DL5776.No superseded survey control is available for this station.
 DL5776
 DL5776_MARKER: DB = BENCH MARK DISK
 DL5776_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL5776_SP_SET: RETAINING WALL
 DL5776_STAMPING: 0226 A 1995
 DL5776_MARK LOGO: NOS
 DL5776_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5776+STABILITY: SURFACE MOTION
 DL5776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5776+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 DL5776
 DL5776  HISTORY     - Date     Condition        Report By
 DL5776  HISTORY     - 1995     MONUMENTED       FLDEP
 DL5776  HISTORY     - 20030518 GOOD             FLDEP
 DL5776  HISTORY     - 20070523 GOOD             FLDEP
 DL5776  HISTORY     - 20090303 GOOD             FLDEP
 DL5776
 DL5776                          STATION DESCRIPTION
 DL5776
 DL5776'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DL5776'THE MARK IS IN JACKSONVILLE, AT THE SAINT JOHNS RIVER PARK AND MARINE
 DL5776'MUSEUM, IN SECTION 44, TOWNSHIP 2 SOUTH, RANGE 26 EAST.
 DL5776'
 DL5776'TO REACH THE MARK FROM THE INTERSTATE 95 OVERPASS AND SAN MARCO
 DL5776'BOULEVARD IN DOWNTOWN JACKSONVILLE, GO NORTH ON SAN MARCO BOULEVARD
 DL5776'FOR 0.3 MI (0.5 KM) TO THE ENTRANCE TO SAINT JOHNS RIVER PARK, THE
 DL5776'MARINE MUSEUM AND THE MARK NEAR THE JACKSONVILLE HISTORICAL CENTER,
 DL5776'SET FLUSH IN THE TOP OF A RETAINING WALL ON A WALKWAY UNDER THE MAIN
 DL5776'STREET BRIDGE.
 DL5776'
 DL5776'THE MARK IS LOCATED 76.0 FT (23.2 M) SOUTHEAST OF THE MAIN STREET
 DL5776'BRIDGE OVERPASS, 46.2 FT (14.1 M) NORTH OF THE NORTH SIDE OF THE
 DL5776'DOUBLE DOOR ENTRANCE TO JACKSONVILLE HISTORICAL CENTER AND 35.5 FT
 DL5776'(10.8 M) SOUTHEAST OF THE STEP TO THE JACKSONVILLE HISTORICAL CENTER.
 DL5776
 DL5776                          STATION RECOVERY (2007)
 DL5776
 DL5776'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5776'THE MARK IS IN JACKSONVILLE, AT THE SAINT JOHNS RIVER PARK AND MARINE
 DL5776'MUSEUM, IN SECTION 44, TOWNSHIP 2 SOUTH, RANGE 26 EAST.
 DL5776'
 DL5776'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95
 DL5776'OVERPASS AND SAN MARCO BOULEVARD IN JACKSONVILLE, GO NORTH ON SAN
 DL5776'MARCO BOULEVARD FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF MUSEUM CIRCLE
 DL5776'(AT A MEDIAN ROUND-A-BOUT), THE ENTRANCE TO SAINT JOHNS RIVER PARK AND
 DL5776'MARINE AND THE MARK, NEAR THE JACKSONVILLE HISTORICAL CENTER, SET
 DL5776'FLUSH IN THE TOP OF THE RETAINING WALL ON A WALKWAY UNDER THE MAIN
 DL5776'STREET BRIDGE.
 DL5776'
 DL5776'LOCATED 76.0 FT (23.2 M) SOUTHEAST OF THE MAIN STREET BRIDGE OVERPASS,
 DL5776'46.2 FT (14.1 M) NORTH OF THE NORTH SIDE OF THE DOUBLE DOOR ENTRANCE
 DL5776'TO JACKSONVILLE HISTORICAL CENTER AND 35.5 FT (10.8 M) SOUTHEAST OF
 DL5776'THE STEP TO THE JACKSONVILLE HISTORICAL CENTER.
 DL5776
 DL5776                          STATION RECOVERY (2009)
 DL5776
 DL5776'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 DL5776'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5775 ***********************************************************************
 DL5775  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5775  DESIGNATION -  872 0226 B
 DL5775  PID         -  DL5775
 DL5775  STATE/COUNTY-  FL/DUVAL
 DL5775  COUNTRY     -  US
 DL5775  USGS QUAD   -  JACKSONVILLE (2018)
 DL5775
 DL5775                         *CURRENT SURVEY CONTROL
 DL5775  ______________________________________________________________________
 DL5775* NAD 83(1986) POSITION- 30 19 13.66   (N) 081 39 33.62   (W)   HD_HELD1
 DL5775* NAVD 88 ORTHO HEIGHT -     1.276 (meters)        4.19  (feet) ADJUSTED
 DL5775  ______________________________________________________________________
 DL5775  GEOID HEIGHT    -        -28.263 (meters)                     GEOID18
 DL5775  DYNAMIC HEIGHT  -          1.274 (meters)        4.18  (feet) COMP
 DL5775  MODELED GRAVITY -    979,362.6   (mgal)                       NAVD 88
 DL5775
 DL5775  VERT ORDER      -  FIRST     CLASS II
 DL5775
 DL5775.The horizontal coordinates were determined by differentially corrected
 DL5775.hand held GPS observations or other comparable positioning techniques
 DL5775.and have an estimated accuracy of +/- 3 meters.
 DL5775
 DL5775.The orthometric height was determined by differential leveling and
 DL5775.adjusted by the NATIONAL GEODETIC SURVEY
 DL5775.in January 2010.
 DL5775
 DL5775.No vertical observational check was made to the station.
 DL5775
 DL5775.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5775.GEOID18 height accuracy estimate available here.
 DL5775
 DL5775.This Tidal Bench Mark is designated as VM 13473
 DL5775.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5775
 DL5775.Click photographs - Photos may exist for this station.
 DL5775
 DL5775.The dynamic height is computed by dividing the NAVD 88
 DL5775.geopotential number by the normal gravity value computed on the
 DL5775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5775.degrees latitude (g = 980.6199 gals.).
 DL5775
 DL5775.The modeled gravity was interpolated from observed gravity values.
 DL5775
 DL5775;                    North         East    Units  Estimated Accuracy
 DL5775;SPC FL E     -   663,574.5     136,591.3     MT  (+/- 3 meters HH1 GPS) 
 DL5775
 DL5775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3661254480(NAD 83)
 DL5775
 DL5775                          SUPERSEDED SURVEY CONTROL
 DL5775
 DL5775.No superseded survey control is available for this station.
 DL5775
 DL5775_MARKER: DB = BENCH MARK DISK
 DL5775_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL5775_SP_SET: SEAWALL
 DL5775_STAMPING: 0226 B 1995
 DL5775_MARK LOGO: NOS
 DL5775_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5775+STABILITY: SURFACE MOTION
 DL5775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5775+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 DL5775
 DL5775  HISTORY     - Date     Condition        Report By
 DL5775  HISTORY     - 1995     MONUMENTED       FLDEP
 DL5775  HISTORY     - 20030518 GOOD             FLDEP
 DL5775  HISTORY     - 20070523 GOOD             FLDEP
 DL5775  HISTORY     - 20090303 GOOD             FLDEP
 DL5775
 DL5775                          STATION DESCRIPTION
 DL5775
 DL5775'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DL5775'THE MARK IS IN JACKSONVILLE, AT THE SAINT JOHNS RIVER PARK AND MARINE
 DL5775'MUSEUM, IN SECTION 44, TOWNSHIP 2 SOUTH, RANGE 26 EAST.
 DL5775'
 DL5775'TO REACH THE MARK FROM THE INTERSTATE 95 OVERPASS AND SAN MARCO
 DL5775'BOULEVARD IN DOWNTOWN JACKSONVILLE, GO NORTH ON SAN MARCO BOULEVARD
 DL5775'FOR 0.3 MI (0.5 KM) TO THE ENTRANCE TO SAINT JOHNS RIVER PARK, THE
 DL5775'MARINE MUSEUM AND THE MARK, SET FLUSH IN THE SEAWALL BETWEEN THE
 DL5775'MARINE MUSEUM AND THE FOUNTAIN POOL ON THE WEST SIDE OF THE MAIN
 DL5775'STREET BRIDGE.
 DL5775'
 DL5775'THE MARK IS LOCATED 173.0 FT (52.7 M) WEST OF THE CENTERLINE OF THE
 DL5775'MAIN STREET BRIDGE, 120.0 FT (36.6 M) NORTH OF THE FOUNTAIN POOL, 95.0
 DL5775'FT (29.0 M) SOUTHWEST OF THE SOUTH DOUBLE DOOR ENTRANCE TO MARITIME
 DL5775'MUSEUM AND 5.5 FT (1.7 M) EAST OF A ROUND LIGHT POLE ON THE SEAWALL.
 DL5775
 DL5775                          STATION RECOVERY (2007)
 DL5775
 DL5775'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5775'THE MARK IS IN JACKSONVILLE, AT THE SAINT JOHNS RIVER PARK AND MARINE
 DL5775'MUSEUM, IN SECTION 44, TOWNSHIP 2 SOUTH, RANGE 26 EAST.
 DL5775'
 DL5775'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95
 DL5775'OVERPASS AND SAN MARCO BOULEVARD IN JACKSONVILLE, GO NORTH ON SAN
 DL5775'MARCO BOULEVARD FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF MUSEUM CIRCLE
 DL5775'(AT A MEDIAN ROUND-A-BOUT), THE ENTRANCE TO SAINT JOHNS RIVER PARK AND
 DL5775'MARINE AND THE MARK, SET FLUSH IN THE SEAWALL BETWEEN THE MARINE
 DL5775'MUSEUM AND THE FOUNDATION POOL ON THE WEST SIDE OF MAIN STREET BRIDGE.
 DL5775'LOCATED 173.0 FT (52.7 M) WEST OF THE CENTERLINE OF THE MAIN STREET
 DL5775'BRIDGE, 120.0 FT (36.6 M) NORTH OF THE FOUNTAIN POOL, 95.0 FT (29.0 M)
 DL5775'SOUTHWEST OF THE SOUTH DOUBLE DOOR ENTRANCE TO MARITIME MUSEUM AND 5.5
 DL5775'FT (1.7 M) EAST OF A ROUND LIGHT POLE ON THE SEAWALL.
 DL5775
 DL5775                          STATION RECOVERY (2009)
 DL5775
 DL5775'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 DL5775'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5774 ***********************************************************************
 DL5774  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5774  DESIGNATION -  872 0226 C
 DL5774  PID         -  DL5774
 DL5774  STATE/COUNTY-  FL/DUVAL
 DL5774  COUNTRY     -  US
 DL5774  USGS QUAD   -  JACKSONVILLE (2018)
 DL5774
 DL5774                         *CURRENT SURVEY CONTROL
 DL5774  ______________________________________________________________________
 DL5774* NAD 83(1986) POSITION- 30 19 05.92   (N) 081 39 45.19   (W)   HD_HELD1
 DL5774* NAVD 88 ORTHO HEIGHT -     3.164 (meters)       10.38  (feet) ADJUSTED
 DL5774  ______________________________________________________________________
 DL5774  GEOID HEIGHT    -        -28.260 (meters)                     GEOID18
 DL5774  DYNAMIC HEIGHT  -          3.160 (meters)       10.37  (feet) COMP
 DL5774  MODELED GRAVITY -    979,362.4   (mgal)                       NAVD 88
 DL5774
 DL5774  VERT ORDER      -  FIRST     CLASS II
 DL5774
 DL5774.The horizontal coordinates were determined by differentially corrected
 DL5774.hand held GPS observations or other comparable positioning techniques
 DL5774.and have an estimated accuracy of +/- 3 meters.
 DL5774
 DL5774.The orthometric height was determined by differential leveling and
 DL5774.adjusted by the NATIONAL GEODETIC SURVEY
 DL5774.in January 2010.
 DL5774
 DL5774.No vertical observational check was made to the station.
 DL5774
 DL5774.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5774.GEOID18 height accuracy estimate available here.
 DL5774
 DL5774.This Tidal Bench Mark is designated as VM 13474
 DL5774.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5774
 DL5774.Click photographs - Photos may exist for this station.
 DL5774
 DL5774.The dynamic height is computed by dividing the NAVD 88
 DL5774.geopotential number by the normal gravity value computed on the
 DL5774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5774.degrees latitude (g = 980.6199 gals.).
 DL5774
 DL5774.The modeled gravity was interpolated from observed gravity values.
 DL5774
 DL5774;                    North         East    Units  Estimated Accuracy
 DL5774;SPC FL E     -   663,337.9     136,280.8     MT  (+/- 3 meters HH1 GPS) 
 DL5774
 DL5774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3630254243(NAD 83)
 DL5774
 DL5774                          SUPERSEDED SURVEY CONTROL
 DL5774
 DL5774.No superseded survey control is available for this station.
 DL5774
 DL5774_MARKER: DB = BENCH MARK DISK
 DL5774_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5774_SP_SET: RAILROAD BRIDGE ABUTMENT
 DL5774_STAMPING: 0226 C 1995
 DL5774_MARK LOGO: NOS
 DL5774_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5774_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5774+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 DL5774
 DL5774  HISTORY     - Date     Condition        Report By
 DL5774  HISTORY     - 1995     MONUMENTED       FLDEP
 DL5774  HISTORY     - 20030518 GOOD             FLDEP
 DL5774  HISTORY     - 20070523 GOOD             FLDEP
 DL5774  HISTORY     - 20090303 GOOD             FLDEP
 DL5774
 DL5774                          STATION DESCRIPTION
 DL5774
 DL5774'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DL5774'THE MARK IS IN JACKSONVILLE, AT THE SAINT JOHNS RIVER PARK AND MARINE
 DL5774'MUSEUM, IN SECTION 44, TOWNSHIP 2 SOUTH, RANGE 26 EAST.
 DL5774'
 DL5774'TO REACH THE MARK FROM THE INTERSTATE 95 OVERPASS AND SAN MARCO
 DL5774'BOULEVARD IN DOWNTOWN JACKSONVILLE, GO NORTH ON SAN MARCO BOULEVARD
 DL5774'FOR 0.3 MI (0.5 KM) TO THE ENTRANCE TO SAINT JOHNS RIVER PARK THE
 DL5774'MARINE MUSEUM AND THE MARK, SET FLUSH IN THE TOP OF THE SOUTH END
 DL5774'RAILROAD ABUTMENT, NEAR THE ACOSTA BRIDGE OVERPASS SPANNING THE SAINT
 DL5774'JOHNS RIVER.
 DL5774'
 DL5774'THE MARK IS LOCATED ABOUT 250.0 FT (76.2 M) SOUTHWEST OF 0226 E TIDAL,
 DL5774'79.0 FT (24.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A CHAIN LINK
 DL5774'FENCE AT THE SOUTHWEST CORNER OF THE PARKING LOT, 68.0 FT (20.7 M)
 DL5774'NORTHWEST OF THE NORTHWEST CORNER OF A METAL HIGH VOLTAGE BUILDING,
 DL5774'51.7 FT (15.8 M) NORTH-NORTHWEST OF A TRANSFORMER BOX NUMBER 1000,
 DL5774'51.3 FT (15.6 M) SOUTHWEST OF A STORM MANHOLE, 45.0 FT (13.7 M) WEST
 DL5774'OF THE ACOSTA BRIDGE OVERPASS AND 4.3 FT (1.3 M) EAST OF THE EAST RAIL
 DL5774'OF THE NORTHBOUND FLORIDA EAST COAST RAILROAD TRACKS.
 DL5774
 DL5774                          STATION RECOVERY (2007)
 DL5774
 DL5774'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5774'THE MARK IS IN JACKSONVILLE, AT THE INTERSECTION OF THE FLORIDA EAST
 DL5774'COAST RAILROAD AND THE SAINT JOHNS RIVER PARK AND MARINE MUSEUM, IN
 DL5774'SECTION 44, TOWNSHIP 2 SOUTH, RANGE 26 EAST.
 DL5774'
 DL5774'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95
 DL5774'OVERPASS AND SAN MARCO BOULEVARD IN JACKSONVILLE, GO NORTH ON SAN
 DL5774'MARCO BOULEVARD FOR 0.3 MI (0.5 KM) TO A ROUND-ABOUT, THE ENTRANCE TO
 DL5774'SAINT JOHNS RIVER PARK AND MARINE, CONTINUE WEST ON MUSEUM CIRCLE FOR
 DL5774'0.05 MI (0.1 KM) TO THE ENTRANCE TO A BOAT RAMP ON THE RIGHT AND THE
 DL5774'MARK, SET FLUSH IN THE TOP OF THE SOUTH END OF THE RAILROAD ABUTMENT
 DL5774'NEAR THE ACOSTA BRIDGE OVERPASS SPANNING THE SAINT JOHNS RIVER.
 DL5774'
 DL5774'LOCATED ABOUT 400.0 FT (121.9 M) WEST OF THE ENTRANCE TO THE BOAT
 DL5774'RAMP, ABOUT 250.0 FT (76.2 M) SOUTHWEST OF A NOS LOGO CAP STAMPED 0226
 DL5774'E 1995, 51.7 FT (15.8 M) NORTH-NORTHWEST OF A TRANSFORMER BOX NUMBER
 DL5774'1000, 51.3 FT (15.6 M) SOUTHWEST OF A STORM MANHOLE, 45.0 FT (13.7 M)
 DL5774'WEST OF THE ACOSTA BRIDGE OVERPASS, 12.5 FT (3.8 M) NORTHWEST OF A
 DL5774'POWER POLE WITH A LIGHT AND 4.3 FT (1.3 M) EAST OF THE EAST RAIL OF
 DL5774'THE NORTHBOUND FLORIDA EAST COAST RAILROAD TRACKS.
 DL5774
 DL5774                          STATION RECOVERY (2009)
 DL5774
 DL5774'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 DL5774'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5786 ***********************************************************************
 DL5786  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5786  DESIGNATION -  872 0226 D
 DL5786  PID         -  DL5786
 DL5786  STATE/COUNTY-  FL/DUVAL
 DL5786  COUNTRY     -  US
 DL5786  USGS QUAD   -  JACKSONVILLE (2018)
 DL5786
 DL5786                         *CURRENT SURVEY CONTROL
 DL5786  ______________________________________________________________________
 DL5786* NAD 83(1986) POSITION- 30 19 10.8    (N) 081 39 32.5    (W)   HD_HELD2
 DL5786* NAVD 88 ORTHO HEIGHT -     1.216 (meters)        3.99  (feet) ADJUSTED
 DL5786  ______________________________________________________________________
 DL5786  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 DL5786  DYNAMIC HEIGHT  -          1.215 (meters)        3.99  (feet) COMP
 DL5786  MODELED GRAVITY -    979,362.6   (mgal)                       NAVD 88
 DL5786
 DL5786  VERT ORDER      -  FIRST     CLASS II
 DL5786
 DL5786.The horizontal coordinates were established by autonomous hand held GPS
 DL5786.observations and have an estimated accuracy of +/- 10 meters.
 DL5786
 DL5786.The orthometric height was determined by differential leveling and
 DL5786.adjusted by the NATIONAL GEODETIC SURVEY
 DL5786.in January 2010.
 DL5786
 DL5786.No vertical observational check was made to the station.
 DL5786
 DL5786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5786.GEOID18 height accuracy estimate available here.
 DL5786
 DL5786.This Tidal Bench Mark is designated as VM 13475
 DL5786.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5786
 DL5786.Click photographs - Photos may exist for this station.
 DL5786
 DL5786.The dynamic height is computed by dividing the NAVD 88
 DL5786.geopotential number by the normal gravity value computed on the
 DL5786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5786.degrees latitude (g = 980.6199 gals.).
 DL5786
 DL5786.The modeled gravity was interpolated from observed gravity values.
 DL5786
 DL5786;                    North         East    Units  Estimated Accuracy
 DL5786;SPC FL E     -   663,486.      136,621.      MT  (+/- 10 meters HH2 GPS)
 DL5786
 DL5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3664254391(NAD 83)
 DL5786
 DL5786                          SUPERSEDED SURVEY CONTROL
 DL5786
 DL5786.No superseded survey control is available for this station.
 DL5786
 DL5786_MARKER: DB = BENCH MARK DISK
 DL5786_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL5786_SP_SET: BRIDGE ABUTMENT
 DL5786_STAMPING: 0226 D 1995
 DL5786_MARK LOGO: NOS
 DL5786_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5786_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5786+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 DL5786
 DL5786  HISTORY     - Date     Condition        Report By
 DL5786  HISTORY     - 1995     MONUMENTED       FLDEP
 DL5786  HISTORY     - 20030518 GOOD             FLDEP
 DL5786  HISTORY     - 20070523 GOOD             FLDEP
 DL5786  HISTORY     - 20090303 GOOD             FLDEP
 DL5786
 DL5786                          STATION DESCRIPTION
 DL5786
 DL5786'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DL5786'THE MARK IS IN JACKSONVILLE, AT THE SAINT JOHNS RIVER PARK AND MARINE
 DL5786'MUSEUM, IN SECTION 44, TOWNSHIP 2 SOUTH, RANGE 26 EAST.
 DL5786'
 DL5786'TO REACH THE MARK FROM THE INTERSTATE 95 OVERPASS AND SAN MARCO
 DL5786'BOULEVARD IN DOWNTOWN JACKSONVILLE, GO NORTH ON SAN MARCO BOULEVARD
 DL5786'FOR 0.3 MI (0.5 KM) TO THE ENTRANCE TO SAINT JOHNS RIVER PARK, THE
 DL5786'MARINE MUSEUM AND THE MARK, SET FLUSH IN THE BRIDGE ABUTMENTS AT THE
 DL5786'SOUTHWEST END OF THE MAIN STREET BRIDGE SPANNING THE SAINT JOHNS RIVER
 DL5786'2.0 FT (0.6 M) BELOW THE LEVEL OF THE MAIN STREET BRIDGE.
 DL5786'
 DL5786'THE MARK IS LOCATED 17.6 FT (5.4 M) NORTH-NORTHEAST OF THE NORTHEAST
 DL5786'CORNER OF THE SCIENCE AND HISTORY MUSEUM PARKING LOT, 2.6 FT (0.8 M)
 DL5786'WEST OF AN ALUMINUM LIGHT POLE NUMBER 1351 430) AND 1.2 FT (0.4 M)
 DL5786'EAST OF THE SOUTH END OF THE SEAWALL ON THE WEST SIDE OF THE MAIN
 DL5786'STREET BRIDGE.
 DL5786
 DL5786                          STATION RECOVERY (2007)
 DL5786
 DL5786'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5786'THE MARK IS IN JACKSONVILLE, AT THE SAINT JOHNS RIVER PARK AND MARINE
 DL5786'MUSEUM, IN SECTION 44, TOWNSHIP 2 SOUTH, RANGE 26 EAST.
 DL5786'
 DL5786'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95
 DL5786'OVERPASS AND SAN MARCO BOULEVARD IN JACKSONVILLE, GO NORTH ON SAN
 DL5786'MARCO BOULEVARD FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF MUSEUM CIRCLE
 DL5786'(AT A MEDIAN ROUND-A-BOUT), THE ENTRANCE TO SAINT JOHNS RIVER PARK AND
 DL5786'MARINE AND THE MARK, SET FLUSH IN THE TOP OF THE SOUTHWEST BRIDGE
 DL5786'ABUTMENT AT THE SOUTH END OF MAIN STREET BRIDGE.
 DL5786'
 DL5786'LOCATED ABOUT 40.0 FT (12.2 M) SOUTHEAST OF A NOS BENCH MARK STAMPED
 DL5786'0226 B 1995, 17.6 FT (5.4 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER
 DL5786'OF THE SCIENCE AND HISTORY MUSEUM PARKING LOOKOUT TOWER, 2.6 FT (0.8
 DL5786'M) WEST OF AN ALUMINUM LIGHT POLE NUMBER 1351 AND 1.2 FT (0.4 M) EAST
 DL5786'OF THE SOUTH END OF THE SEAWALL ON THE WEST SIDE OF THE MAIN STREET
 DL5786'BRIDGE.
 DL5786
 DL5786                          STATION RECOVERY (2009)
 DL5786
 DL5786'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 DL5786'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9223 ***********************************************************************
 DI9223  TIDAL BM    -  This is a Tidal Bench Mark.
 DI9223  DESIGNATION -  872 0226 E
 DI9223  PID         -  DI9223
 DI9223  STATE/COUNTY-  FL/DUVAL
 DI9223  COUNTRY     -  US
 DI9223  USGS QUAD   -  JACKSONVILLE (2018)
 DI9223
 DI9223                         *CURRENT SURVEY CONTROL
 DI9223  ______________________________________________________________________
 DI9223* NAD 83(2011) POSITION- 30 19 09.32314(N) 081 39 42.25416(W)   ADJUSTED
 DI9223* NAD 83(2011) ELLIP HT-   -27.104 (meters)        (06/27/12)   ADJUSTED
 DI9223* NAD 83(2011) EPOCH   -  2010.00
 DI9223* NAVD 88 ORTHO HEIGHT -     1.144 (meters)        3.75  (feet) ADJUSTED
 DI9223  ______________________________________________________________________
 DI9223  GEOID HEIGHT    -        -28.261 (meters)                     GEOID18
 DI9223  NAD 83(2011) X  -    799,109.182 (meters)                     COMP
 DI9223  NAD 83(2011) Y  - -5,452,202.257 (meters)                     COMP
 DI9223  NAD 83(2011) Z  -  3,200,960.285 (meters)                     COMP
 DI9223  LAPLACE CORR    -         -1.13  (seconds)                    DEFLEC18
 DI9223  DYNAMIC HEIGHT  -          1.143 (meters)        3.75  (feet) COMP
 DI9223  MODELED GRAVITY -    979,362.5   (mgal)                       NAVD 88
 DI9223
 DI9223  VERT ORDER      -  FIRST     CLASS II
 DI9223
 DI9223  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI9223  Standards:
 DI9223         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI9223            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI9223  -------------------------------------------------------------------
 DI9223  NETWORK    1.03   1.23           0.36   0.47   0.63      0.02616136
 DI9223  -------------------------------------------------------------------
 DI9223  Click here for local accuracies and other accuracy information.
 DI9223
 DI9223.The horizontal coordinates were established by GPS observations
 DI9223.and adjusted by the National Geodetic Survey in June 2012.
 DI9223
 DI9223.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI9223.been affixed to the stable North American tectonic plate. See 
 DI9223.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI9223
 DI9223.The horizontal coordinates are valid at the epoch date displayed above
 DI9223.which is a decimal equivalence of Year/Month/Day.
 DI9223
 DI9223.The orthometric height was determined by differential leveling and
 DI9223.adjusted by the NATIONAL GEODETIC SURVEY
 DI9223.in January 2010.
 DI9223
 DI9223.No vertical observational check was made to the station.
 DI9223
 DI9223.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9223.GEOID18 height accuracy estimate available here.
 DI9223
 DI9223.This Tidal Bench Mark is designated as VM 13476
 DI9223.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI9223
 DI9223.Click photographs - Photos may exist for this station.
 DI9223
 DI9223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI9223
 DI9223.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI9223
 DI9223.The ellipsoidal height was determined by GPS observations
 DI9223.and is referenced to NAD 83.
 DI9223
 DI9223.The dynamic height is computed by dividing the NAVD 88
 DI9223.geopotential number by the normal gravity value computed on the
 DI9223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9223.degrees latitude (g = 980.6199 gals.).
 DI9223
 DI9223.The modeled gravity was interpolated from observed gravity values.
 DI9223
 DI9223. The following values were computed from the NAD 83(2011) position.
 DI9223
 DI9223;                    North         East     Units Scale Factor Converg.
 DI9223;SPC FL E     -   663,442.259   136,359.838   MT  0.99999112   -0 20 02.6
 DI9223;SPC FL E     - 2,176,643.48    447,373.90   sFT  0.99999112   -0 20 02.6
 DI9223;UTM  17      - 3,354,347.877   436,381.552   MT  0.99964993   -0 20 02.6
 DI9223
 DI9223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI9223!SPC FL E     -   1.00000426  x   0.99999112  =   0.99999538
 DI9223!UTM  17      -   1.00000426  x   0.99964993  =   0.99965419
 DI9223
 DI9223_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3638154347(NAD 83)
 DI9223
 DI9223                          SUPERSEDED SURVEY CONTROL
 DI9223
 DI9223  NAD 83(2007)-  30 19 09.32340(N)    081 39 42.25499(W) AD(2002.00) B
 DI9223  ELLIP H (06/10/09)  -27.149  (m)                       GP(2002.00) 3 2
 DI9223  NAD 83(1999)-  30 19 09.32344(N)    081 39 42.25500(W) AD(       ) B
 DI9223  ELLIP H (06/27/07)  -27.083  (m)                       GP(       ) 3 2
 DI9223  NAVD 88 (06/27/07)    1.18   (m)  GEOID03  model used  GPS OBS        
 DI9223
 DI9223.Superseded values are not recommended for survey control.
 DI9223
 DI9223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI9223.See file dsdata.pdf to determine how the superseded data were derived.
 DI9223
 DI9223_MARKER: F = FLANGE-ENCASED ROD
 DI9223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI9223_STAMPING: 0226 E 1995
 DI9223_MARK LOGO: NOS
 DI9223_PROJECTION: RECESSED 10 CENTIMETERS
 DI9223_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI9223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI9223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9223+SATELLITE: SATELLITE OBSERVATIONS - March 25, 2022
 DI9223_ROD/PIPE-DEPTH: 24.3 meters
 DI9223
 DI9223  HISTORY     - Date     Condition        Report By
 DI9223  HISTORY     - 1995     MONUMENTED       FLDEP
 DI9223  HISTORY     - 20030518 GOOD             FLDEP
 DI9223  HISTORY     - 2006     GOOD             FLDEP
 DI9223  HISTORY     - 20070523 GOOD             FLDEP
 DI9223  HISTORY     - 20090303 GOOD             FLDEP
 DI9223  HISTORY     - 20150309 GOOD             GEOCAC
 DI9223  HISTORY     - 20190326 GOOD             USPSQD
 DI9223  HISTORY     - 20200222 GOOD             USPSQD
 DI9223  HISTORY     - 20220325 GOOD             PICKET
 DI9223
 DI9223                          STATION DESCRIPTION
 DI9223
 DI9223'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DI9223'THE MARK IS IN JACKSONVILLE, AT THE SAINT JOHNS RIVER PARK AND MARINE
 DI9223'MUSEUM, IN SECTION 44, TOWNSHIP 2 SOUTH, RANGE 26 EAST.
 DI9223'
 DI9223'TO REACH THE MARK FROM THE INTERSTATE 95 OVERPASS AND SAN MARCO
 DI9223'BOULEVARD IN DOWNTOWN JACKSONVILLE, GO NORTH ON SAN MARCO BOULEVARD
 DI9223'FOR 0.3 MI (0.5 KM) TO THE ENTRANCE TO SAINT JOHNS RIVER PARK, THE
 DI9223'MARINE MUSEUM AND THE MARK ON THE WEST SIDE OF THE BOAT RAMP, A
 DI9223'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 79.8 FT (24.3 M)
 DI9223'WITH A NOS LOGO CAP FLUSH WITH THE GROUND AND 0.6 FT (18 CM) ABOVE THE
 DI9223'LEVEL OF THE PARKING LOT, THE DATUM POINT IS RECESSED 0.3 FT (9 CM)
 DI9223'BELOW THE LEVEL OF THE NOS LOGO CAP.
 DI9223'
 DI9223'THE MARK IS LOCATED 270.0 FT (82.3 M) NORTH OF THE APPROXIMATE
 DI9223'CENTERLINE OF MUSEUM STREET, 143.0 FT (43.6 M) EAST OF THE EAST SIDE
 DI9223'OF THE ACOSTA BRIDGE OVERPASS SPANNING THE SAINT JOHNS RIVER, 56.6 FT
 DI9223'(17.3 M) SOUTHWEST OF THE SOUTHWEST END OF THE BOAT RAMP, 12.4 FT (3.8
 DI9223'M) NORTHEAST OF A POWER POLE WITH 1 GUY WIRE AND LIGHT ATTACHED, 2.7
 DI9223'FT (0.8 M) NORTHEAST OF A 2-INCH (5 CM) GALVANIZED PIPE WITNESS POST
 DI9223'AND 1.9 FT (0.6 M) NORTH-NORTHWEST OF THE NORTH SIDE OF THE BOAT RAMP
 DI9223'PARKING LOT.
 DI9223'
 DI9223'NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS LOGO
 DI9223'CAP.
 DI9223'
 DI9223'NOTE A MAGNET WAS PLACED INSIDE OF THE NOS LOGO CAP.
 DI9223
 DI9223                          STATION RECOVERY (2006)
 DI9223
 DI9223'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (RH)
 DI9223'THE MARK IS IN JACKSONVILLE, AT THE SAINT JOHNS RIVER PARK AND MARINE
 DI9223'MUSEUM, IN SECTION  44, TOWNSHIP 2 SOUTH, RANGE 26 EAST.
 DI9223'
 DI9223'TO REACH THE MARK FROM THE INTERSTATE 95 OVERPASS AND SAN MARCO
 DI9223'BOULEVARD IN  DOWNTOWN JACKSONVILLE, GO NORTH ON SAN MARCO BOULEVARD
 DI9223'FOR 0.3 MI TO THE ENTRANCE  TO SAINT JOHNS RIVER PARK AND MARINE AND
 DI9223'THE MARK ON THE WEST SIDE OF THE BOAT RAMP, A  STAINLESS STEEL ROD
 DI9223'DRIVEN TO REFUSAL AT A DEPTH OF 79.8 FT WITH A NOS LOGO CAP FLUSH
 DI9223'WITH THE GROUND AND ABOUT 0.6 FT ABOVE THE LEVEL OF THE PARK ENTRANCE
 DI9223'ROAD, THE DATUM  POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NOS
 DI9223'LOGO CAP.
 DI9223'
 DI9223'LOCATED 270.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF MUSEUM STREET,
 DI9223'143.0 FT EAST OF  THE EAST SIDE OF THE ACOSTA BRIDGE OVERPASS SPANNING
 DI9223'THE SAINT JOHNS RIVER, 94.0 FT  SOUTHWEST OF AN NOS BENCH MARK 0226 D
 DI9223'1995, 56.6 FT SOUTHWEST OF THE SOUTHWEST END OF  THE BOAT RAMP, 12.4
 DI9223'FT NORTHEAST OF A POWER POLE WITH 1 GUY WIRE AND LIGHT ATTACHED, 2.7
 DI9223'NORTHEAST OF A 2-INCH GALVANIZED PIPE WITNESS POST AND 1.9
 DI9223'NORTH-NORTHWEST OF THE  NORTH SIDE OF THE BOAT RAMP PARKING LOT.
 DI9223'
 DI9223'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.
 DI9223
 DI9223                          STATION RECOVERY (2007)
 DI9223
 DI9223'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 DI9223'THE MARK IS IN JACKSONVILLE, AT THE SAINT JOHNS RIVER PARK AND MARINE
 DI9223'MUSEUM, IN SECTION 44, TOWNSHIP 2 SOUTH, RANGE 26 EAST.
 DI9223'
 DI9223'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95
 DI9223'OVERPASS AND SAN MARCO BOULEVARD IN JACKSONVILLE, GO NORTH ON SAN
 DI9223'MARCO BOULEVARD FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF MUSEUM CIRCLE
 DI9223'(AT A MEDIAN ROUND-A-BOUT), THE ENTRANCE TO SAINT JOHNS RIVER PARK AND
 DI9223'MARINE, CONTINUE WEST ON MUSEUM CIRCLE FOR 0.05 MI (0.1 KM) TO THE
 DI9223'ENTRANCE TO A BOAT RAMP ON THE RIGHT, TURN RIGHT AND GO NORTH ON THE
 DI9223'ENTRANCE ROAD FOR ABOUT 300.0 FT (91.4 M) TO THE BOAT RAMP AND THE
 DI9223'MARK, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 79.8 FT
 DI9223'(24.3 M) WITH A NOS LOGO CAP RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL
 DI9223'OF THE GROUND AND ABOUT LEVEL WITH THE PARKING LOOKOUT TOWER, THE
 DI9223'DATUM POINT IS RECESSED 0.3 FT (0.1 M) BELOW THE LEVEL OF THE NOS LOGO
 DI9223'CAP.
 DI9223'
 DI9223'LOCATED 270.0 FT (82.3 M) NORTH OF THE APPROXIMATE CENTER OF MUSEUM
 DI9223'STREET, 143.0 FT (43.6 M) EAST OF THE EAST SIDE OF THE ACOSTA BRIDGE
 DI9223'OVERPASS SPANNING THE SAINT JOHNS RIVER, 56.6 FT (17.3 M) SOUTHWEST OF
 DI9223'THE SOUTHWEST END OF THE BOAT RAMP, 12.4 FT (3.8 M) NORTHEAST OF A
 DI9223'POWER POLE WITH ONE GUY WIRE AND ONE LIGHT ATTACHED, 2.7 FT (0.8 M)
 DI9223'NORTHWEST OF A 2-INCH (5 CM) GALVANIZED PIPE WITNESS POST AND 1.9 FT
 DI9223'(0.6 M) NORTH-NORTHWEST OF THE NORTH SIDE OF THE BOAT RAMP PARKING
 DI9223'LOOKOUT TOWER.
 DI9223'
 DI9223'NOTE A MAGNET WAS PLACED INSIDE OF THE NOS LOGO CAP.
 DI9223'
 DI9223'NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS LOGO
 DI9223'CAP.
 DI9223
 DI9223                          STATION RECOVERY (2009)
 DI9223
 DI9223'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 DI9223'RECOVERED AS DESCRIBED.
 DI9223
 DI9223                          STATION RECOVERY (2015)
 DI9223
 DI9223'RECOVERY NOTE BY GEOCACHING 2015 (RLM)
 DI9223'RECOVERED IN GOOD CONDITION.
 DI9223
 DI9223                          STATION RECOVERY (2019)
 DI9223
 DI9223'RECOVERY NOTE BY US POWER SQUADRON 2019 (TJH)
 DI9223'RECOVERED IN GOOD CONDITION.
 DI9223
 DI9223                          STATION RECOVERY (2020)
 DI9223
 DI9223'RECOVERY NOTE BY US POWER SQUADRON 2020 (STH)
 DI9223'LID IS MISSING.
 DI9223
 DI9223                          STATION RECOVERY (2022)
 DI9223
 DI9223'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2022 (JF)
 DI9223'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1472 ***********************************************************************
 BC1472  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1472  DESIGNATION -  872 0232 A TIDAL
 BC1472  PID         -  BC1472
 BC1472  STATE/COUNTY-  FL/DUVAL
 BC1472  COUNTRY     -  US
 BC1472  USGS QUAD   -  MAYPORT (2018)
 BC1472
 BC1472                         *CURRENT SURVEY CONTROL
 BC1472  ______________________________________________________________________
 BC1472* NAD 83(1986) POSITION- 30 22 40.     (N) 081 27 01.     (W)   SCALED
 BC1472* NAVD 88 ORTHO HEIGHT -     1.024 (meters)        3.36  (feet) ADJUSTED
 BC1472  ______________________________________________________________________
 BC1472  GEOID HEIGHT    -        -28.523 (meters)                     GEOID18
 BC1472  DYNAMIC HEIGHT  -          1.022 (meters)        3.35  (feet) COMP
 BC1472  MODELED GRAVITY -    979,362.8   (mgal)                       NAVD 88
 BC1472
 BC1472  VERT ORDER      -  SECOND    CLASS I
 BC1472
 BC1472.The horizontal coordinates were scaled from a map and have
 BC1472.an estimated accuracy of +/- 6 seconds.
 BC1472
 BC1472.The orthometric height was determined by differential leveling and
 BC1472.adjusted by the NATIONAL GEODETIC SURVEY
 BC1472.in June 1991.
 BC1472
 BC1472.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1472.GEOID18 height accuracy estimate available here.
 BC1472
 BC1472.This Tidal Bench Mark is designated as VM 10567
 BC1472.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1472
 BC1472.Click photographs - Photos may exist for this station.
 BC1472
 BC1472.The dynamic height is computed by dividing the NAVD 88
 BC1472.geopotential number by the normal gravity value computed on the
 BC1472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1472.degrees latitude (g = 980.6199 gals.).
 BC1472
 BC1472.The modeled gravity was interpolated from observed gravity values.
 BC1472
 BC1472;                    North         East    Units  Estimated Accuracy
 BC1472;SPC FL E     -   669,830.      156,720.      MT  (+/- 180 meters Scaled)
 BC1472
 BC1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP567607(NAD 83)
 BC1472
 BC1472                          SUPERSEDED SURVEY CONTROL
 BC1472
 BC1472  NGVD 29 (09/01/92)    1.361  (m)            4.47   (f) ADJUSTED    2 1
 BC1472
 BC1472.Superseded values are not recommended for survey control.
 BC1472
 BC1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1472.See file dsdata.pdf to determine how the superseded data were derived.
 BC1472
 BC1472_MARKER: DJ = TIDAL STATION DISK
 BC1472_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1472_STAMPING: 0232 A 1977
 BC1472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1472
 BC1472  HISTORY     - Date     Condition        Report By
 BC1472  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1472  HISTORY     - 1977     GOOD             FLDNR
 BC1472  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 BC1472
 BC1472                          STATION DESCRIPTION
 BC1472
 BC1472'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1472'JACKSONVILLE.
 BC1472'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 0.9 MILES SOUTHWEST
 BC1472'ALONG STATE HIGHWAY A1A FROM THE POST OFFICE AT MAYPORT, THENCE WEST
 BC1472'0.8 MILES ALONG A SAND ROAD LEADING TO THE LITTLE JETTIES SAND SPIT.
 BC1472'THE MARK BEARS 792 FEET NORTHWEST OF A NAVIGATION LIGHT, 50 FEET NORTH
 BC1472'OF CHICOPIT BAY WATERS EDGE, 13 FEET WEST OF A 4 INCH CABBAGE PALM
 BC1472'TREE, 343 FEET SOUTH OF THE CENTERLINE OF THE MAIN DIRT ROAD. MARK IS
 BC1472'AN NOS TIDAL BENCH MARK DISK.
 BC1472
 BC1472                          STATION RECOVERY (1977)
 BC1472
 BC1472'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC1472'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 0.9 MILES SOUTHWEST
 BC1472'ALONG STATE HIGHWAY A1A FROM THE POST OFFICE AT MAYPORT, THENCE WEST
 BC1472'0.8 MILES ALONG A SAND ROAD LEADING TO THE LITTLE JETTIES SAND SPIT.
 BC1472'THE MARK BEARS 792 FEET NORTHWEST OF A NAVIGATION LIGHT, 50 FEET NORTH
 BC1472'OF CHICOPIT BAY WATERS EDGE, 13 FEET WEST OF A 4 INCH CABBAGE PALM
 BC1472'TREE, 343 FEET SOUTH OF THE CENTERLINE OF THE MAIN DIRT ROAD. MARK IS
 BC1472'AN NOS TIDAL BENCH MARK DISK.
 BC1472
 BC1472                          STATION RECOVERY (1993)
 BC1472
 BC1472'RECOVERY NOTE BY US POWER SQUADRON 1993 (HEA)
 BC1472'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1471 ***********************************************************************
 BC1471  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1471  DESIGNATION -  872 0232 B TIDAL
 BC1471  PID         -  BC1471
 BC1471  STATE/COUNTY-  FL/DUVAL
 BC1471  COUNTRY     -  US
 BC1471  USGS QUAD   -  MAYPORT (2018)
 BC1471
 BC1471                         *CURRENT SURVEY CONTROL
 BC1471  ______________________________________________________________________
 BC1471* NAD 83(1986) POSITION- 30 22 41.     (N) 081 26 51.     (W)   SCALED
 BC1471* NAVD 88 ORTHO HEIGHT -     1.769 (meters)        5.80  (feet) ADJUSTED
 BC1471  ______________________________________________________________________
 BC1471  GEOID HEIGHT    -        -28.527 (meters)                     GEOID18
 BC1471  DYNAMIC HEIGHT  -          1.767 (meters)        5.80  (feet) COMP
 BC1471  MODELED GRAVITY -    979,362.9   (mgal)                       NAVD 88
 BC1471
 BC1471  VERT ORDER      -  SECOND    CLASS I
 BC1471
 BC1471.The horizontal coordinates were scaled from a map and have
 BC1471.an estimated accuracy of +/- 6 seconds.
 BC1471
 BC1471.The orthometric height was determined by differential leveling and
 BC1471.adjusted by the NATIONAL GEODETIC SURVEY
 BC1471.in June 1991.
 BC1471
 BC1471.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1471.GEOID18 height accuracy estimate available here.
 BC1471
 BC1471.This Tidal Bench Mark is designated as VM 10568
 BC1471.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1471
 BC1471.Click photographs - Photos may exist for this station.
 BC1471
 BC1471.The dynamic height is computed by dividing the NAVD 88
 BC1471.geopotential number by the normal gravity value computed on the
 BC1471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1471.degrees latitude (g = 980.6199 gals.).
 BC1471
 BC1471.The modeled gravity was interpolated from observed gravity values.
 BC1471
 BC1471;                    North         East    Units  Estimated Accuracy
 BC1471;SPC FL E     -   669,860.      156,990.      MT  (+/- 180 meters Scaled)
 BC1471
 BC1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP570607(NAD 83)
 BC1471
 BC1471                          SUPERSEDED SURVEY CONTROL
 BC1471
 BC1471  NGVD 29 (09/01/92)    2.107  (m)            6.91   (f) ADJUSTED    2 1
 BC1471
 BC1471.Superseded values are not recommended for survey control.
 BC1471
 BC1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1471.See file dsdata.pdf to determine how the superseded data were derived.
 BC1471
 BC1471_MARKER: DJ = TIDAL STATION DISK
 BC1471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1471_STAMPING: 0232 B 1977
 BC1471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1471+STABILITY: SURFACE MOTION
 BC1471
 BC1471  HISTORY     - Date     Condition        Report By
 BC1471  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1471  HISTORY     - 1977     GOOD             FLDNR
 BC1471  HISTORY     - 19930223 MARK NOT FOUND   USPSQD
 BC1471
 BC1471                          STATION DESCRIPTION
 BC1471
 BC1471'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1471'JACKSONVILLE.
 BC1471'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 0.9 MILES SOUTHWEST
 BC1471'ALONG STATE HIGHWAY A1A FROM THE POST OFFICE IN MAYPORT, THENCE 0.7
 BC1471'MILES WEST ON A SAND ROAD LEADING TO THE LITTLE JETTIES SAND SPIT. THE
 BC1471'MARK BEARS 528 FEET NORTHWEST OF A NAVIGATION LIGHT LOCATED ON THE
 BC1471'SPIT, 225 FEET SOUTH OF THE ST. JOHNS RIVER, 34 FEET SOUTH OF THE
 BC1471'CENTERLINE OF THE MAIN DIRT ROAD. MARK IS AN NOS TIDAL BENCH MARK.
 BC1471
 BC1471                          STATION RECOVERY (1977)
 BC1471
 BC1471'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC1471'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 0.9 MILES SOUTHWEST
 BC1471'ALONG STATE HIGHWAY A1A FROM THE POST OFFICE IN MAYPORT, THENCE 0.7
 BC1471'MILES WEST ON A SAND ROAD LEADING TO THE LITTLE JETTIES SAND SPIT. THE
 BC1471'MARK BEARS 528 FEET NORTHWEST OF A NAVIGATION LIGHT LOCATED ON THE
 BC1471'SPIT, 225 FEET SOUTH OF THE ST. JOHNS RIVER, 34 FEET SOUTH OF THE
 BC1471'CENTERLINE OF THE MAIN DIRT ROAD. MARK IS AN NOS TIDAL BENCH MARK.
 BC1471
 BC1471                          STATION RECOVERY (1993)
 BC1471
 BC1471'RECOVERY NOTE BY US POWER SQUADRON 1993 (HEA)
 BC1471'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2415 ***********************************************************************
 BC2415  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2415  DESIGNATION -  872 0232 C
 BC2415  PID         -  BC2415
 BC2415  STATE/COUNTY-  FL/DUVAL
 BC2415  COUNTRY     -  US
 BC2415  USGS QUAD   -  MAYPORT (2018)
 BC2415
 BC2415                         *CURRENT SURVEY CONTROL
 BC2415  ______________________________________________________________________
 BC2415* NAD 83(1986) POSITION- 30 22 44.     (N) 081 26 51.     (W)   SCALED
 BC2415* NAVD 88 ORTHO HEIGHT -     1.222 (meters)        4.01  (feet) POSTED
 BC2415  ______________________________________________________________________
 BC2415  GEOID HEIGHT    -        -28.527 (meters)                     GEOID18
 BC2415  DYNAMIC HEIGHT  -          1.22  (meters)        4.0   (feet) COMP
 BC2415  MODELED GRAVITY -    979,363.0   (mgal)                       NAVD 88
 BC2415
 BC2415  VERT ORDER      -  * POSTED, SEE BELOW
 BC2415
 BC2415.The horizontal coordinates were scaled from a map and have
 BC2415.an estimated accuracy of +/- 6 seconds.
 BC2415
 BC2415.The orthometric height was determined by differential leveling
 BC2415.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 BC2415
 BC2415.* This is a POSTED BENCH MARK height.
 BC2415
 BC2415.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2415.GEOID18 height accuracy estimate available here.
 BC2415
 BC2415.This Tidal Bench Mark is designated as VM 10569
 BC2415.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2415
 BC2415.Click photographs - Photos may exist for this station.
 BC2415
 BC2415.The dynamic height is computed by dividing the NAVD 88
 BC2415.geopotential number by the normal gravity value computed on the
 BC2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2415.degrees latitude (g = 980.6199 gals.).
 BC2415
 BC2415.The modeled gravity was interpolated from observed gravity values.
 BC2415
 BC2415;                    North         East    Units  Estimated Accuracy
 BC2415;SPC FL E     -   669,950.      156,990.      MT  (+/- 180 meters Scaled)
 BC2415
 BC2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP570608(NAD 83)
 BC2415
 BC2415                          SUPERSEDED SURVEY CONTROL
 BC2415
 BC2415  NGVD 29 (09/01/92)    1.560  (m)            5.12   (f) ADJUSTED    2 1
 BC2415
 BC2415.Superseded values are not recommended for survey control.
 BC2415
 BC2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2415.See file dsdata.pdf to determine how the superseded data were derived.
 BC2415
 BC2415_MARKER: DJ = TIDAL STATION DISK
 BC2415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2415_STAMPING: 0232 C 1982
 BC2415_MARK LOGO: NOS
 BC2415_PROJECTION: PROJECTING 5 CENTIMETERS
 BC2415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2415_ROD/PIPE-DEPTH: 6.10 meters
 BC2415
 BC2415  HISTORY     - Date     Condition        Report By
 BC2415  HISTORY     - 1982     MONUMENTED       FLDNR
 BC2415  HISTORY     - 1985     GOOD             FLDNR
 BC2415  HISTORY     - 19930223 GOOD             USPSQD
 BC2415  HISTORY     - 20070523 MARK NOT FOUND   FLDEP
 BC2415
 BC2415                          STATION DESCRIPTION
 BC2415
 BC2415'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2415'1.5 MI SW FROM MAYPORT.
 BC2415'FROM THE POST OFFICE IN MAYPORT, GO 0.9 MILE SOUTHWEST ON STATE ROAD
 BC2415'A1A TO THE JUNCTION OF A SAND ROAD LEADING WEST ALONG A SAND SPIT, GO
 BC2415'0.6 MILE ALONG THE SAND ROAD TO THE MARK.  THE MARK BEARS 23.25 FEET
 BC2415'NORTH OF THE CENTERLINE OF THE MAIN SAND ROAD, 74.75 FEET EAST OF THE
 BC2415'CENTERLINE OF A TRACK ROAD LEADING NORTH, 163 FEET WEST OF THE
 BC2415'CENTERLINE OF ANOTHER TRACK ROAD LEADING NORTH, 65.25 FEET WEST-
 BC2415'SOUTHWEST OF A CABBAGE PALM TREE, 0.1 MILE WEST OF THE FIRST
 BC2415'NAVIGATION LIGHT ON THE SPIT, 1.5 FEET SOUTH OF A WITNESS POST, 0.15
 BC2415'MILE EAST OF BENCH MARK 0232 D 1982, AND 0.2 MILE EAST OF BENCH MARK
 BC2415'0232 E 1982.
 BC2415
 BC2415                          STATION RECOVERY (1993)
 BC2415
 BC2415'RECOVERY NOTE BY US POWER SQUADRON 1993 (HEA)
 BC2415'RECOVERED IN GOOD CONDITION.
 BC2415
 BC2415                          STATION RECOVERY (2007)
 BC2415
 BC2415'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC2415'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2416 ***********************************************************************
 BC2416  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2416  DESIGNATION -  872 0232 D
 BC2416  PID         -  BC2416
 BC2416  STATE/COUNTY-  FL/DUVAL
 BC2416  COUNTRY     -  US
 BC2416  USGS QUAD   -  MAYPORT (2018)
 BC2416
 BC2416                         *CURRENT SURVEY CONTROL
 BC2416  ______________________________________________________________________
 BC2416* NAD 83(1986) POSITION- 30 22 41.61   (N) 081 26 59.08   (W)   HD_HELD1
 BC2416* NAVD 88 ORTHO HEIGHT -     1.674 (meters)        5.49  (feet) ADJUSTED
 BC2416  ______________________________________________________________________
 BC2416  GEOID HEIGHT    -        -28.524 (meters)                     GEOID18
 BC2416  DYNAMIC HEIGHT  -          1.672 (meters)        5.49  (feet) COMP
 BC2416  MODELED GRAVITY -    979,362.9   (mgal)                       NAVD 88
 BC2416
 BC2416  VERT ORDER      -  FIRST     CLASS II
 BC2416
 BC2416.The horizontal coordinates were determined by differentially corrected
 BC2416.hand held GPS observations or other comparable positioning techniques
 BC2416.and have an estimated accuracy of +/- 3 meters.
 BC2416
 BC2416.The orthometric height was determined by differential leveling and
 BC2416.adjusted by the NATIONAL GEODETIC SURVEY
 BC2416.in January 2010.
 BC2416
 BC2416.No vertical observational check was made to the station.
 BC2416
 BC2416.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2416.GEOID18 height accuracy estimate available here.
 BC2416
 BC2416.This Tidal Bench Mark is designated as VM 10570
 BC2416.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2416
 BC2416.Click photographs - Photos may exist for this station.
 BC2416
 BC2416.The dynamic height is computed by dividing the NAVD 88
 BC2416.geopotential number by the normal gravity value computed on the
 BC2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2416.degrees latitude (g = 980.6199 gals.).
 BC2416
 BC2416.The modeled gravity was interpolated from observed gravity values.
 BC2416
 BC2416;                    North         East    Units  Estimated Accuracy
 BC2416;SPC FL E     -   669,879.3     156,773.7     MT  (+/- 3 meters HH1 GPS) 
 BC2416
 BC2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5678860782(NAD 83)
 BC2416
 BC2416                          SUPERSEDED SURVEY CONTROL
 BC2416
 BC2416  NAVD 88 (??/??/92)    1.692  (m)            5.55   (f) SUPERSEDED  3 0
 BC2416  NGVD 29 (09/01/92)    2.030  (m)            6.66   (f) ADJUSTED    2 1
 BC2416
 BC2416.Superseded values are not recommended for survey control.
 BC2416
 BC2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2416.See file dsdata.pdf to determine how the superseded data were derived.
 BC2416
 BC2416_MARKER: DJ = TIDAL STATION DISK
 BC2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2416_STAMPING: 0232 D 1982
 BC2416_MARK LOGO: NOS
 BC2416_PROJECTION: FLUSH
 BC2416_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2416+STABILITY: SURFACE MOTION
 BC2416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2416+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2012
 BC2416
 BC2416  HISTORY     - Date     Condition        Report By
 BC2416  HISTORY     - 1982     MONUMENTED       FLDNR
 BC2416  HISTORY     - 1985     GOOD             FLDNR
 BC2416  HISTORY     - 19930223 GOOD             USPSQD
 BC2416  HISTORY     - 20070523 GOOD             FLDEP
 BC2416  HISTORY     - 20121104 GOOD             USACE
 BC2416
 BC2416                          STATION DESCRIPTION
 BC2416
 BC2416'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2416'1.65 MI SW FROM MAYPORT.
 BC2416'FROM THE POST OFFICE IN MAYPORT, GO 0.9 MILE SOUTHWEST ON STATE ROAD
 BC2416'A1A TO THE JUNCTION OF A SAND ROAD LEADING WEST ALONG A SAND SPIT, GO
 BC2416'0.75 MILE ALONG THE SAND ROAD TO THE MARK.  THE MARK BEARS 25.5 FEET
 BC2416'NORTH OF THE CENTERLINE OF THE MAIN SAND ROAD, 30.3 FEET EAST OF THE
 BC2416'JUNCTION OF A TRACK ROAD LEADING NORTHWEST, 36.75 FEET WEST OF THE
 BC2416'CENTERLINE OF A TRACK ROAD LEADING NORTH, 19.25 FEET EAST-SOUTHEAST
 BC2416'OF THE CENTER OF TWO CABBAGE PALMS, 1.5 FEET SOUTH OF A WITNESS POST,
 BC2416'AND 0.15 MILE WEST OF BENCH MARK 0232 C 1982.
 BC2416
 BC2416                          STATION RECOVERY (1993)
 BC2416
 BC2416'RECOVERY NOTE BY US POWER SQUADRON 1993 (HEA)
 BC2416'RECOVERED IN GOOD CONDITION.
 BC2416
 BC2416                          STATION RECOVERY (2007)
 BC2416
 BC2416'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC2416'THE MARK IS IN MAYPORT, ESTIMATED SECTION 30, TOWNSHIP 1 SOUTH, RANGE
 BC2416'28 EAST.
 BC2416'
 BC2416'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE
 BC2416'HIGHWAY 10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF
 BC2416'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6
 BC2416'KM) TO THE JUNCTION OF STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET)
 BC2416'AND STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) ON THE LEFT,
 BC2416'TURN LEFT ON STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) AND GO
 BC2416'NORTHWEST FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF A SAND ROAD LEADING
 BC2416'WESTERLY ALONG THE SOUTH BANK OF THE SAINT JOHNS RIVER, TURN LEFT ON
 BC2416'THE SAND ROAD AND GO WESTERLY ALONG THE SAND SPIT FOR 0.7 MI (1.1 KM)
 BC2416'TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 BC2416'FLUSH WITH THE GROUND.
 BC2416'
 BC2416'LOCATED 529.0 FT (161.2 M) WEST OF A STEEL GATE ON THE WEST SIDE OF
 BC2416'THE WESTERNMOST PARKING AREA OF THE PARK, 446.0 FT (135.9 M) EAST OF
 BC2416'BENCH MARK 0232 E 1982, 72.5 FT (22.1 M) NORTHEAST OF AN 18-INCH (46
 BC2416'CM) CABBAGE PALM TREE ON THE SOUTH SIDE OF THE SAND ROAD, 26.0 FT (7.9
 BC2416'M) NORTH OF THE CENTERLINE OF THE SAND ROAD, 19.2 FT (5.9 M)
 BC2416'EAST-SOUTHEAST OF THE CENTER OF TWO CABBAGE PALM TREES, 1.0 FT (0.3 M)
 BC2416'NORTH OF A CARSONITE WITNESS POST AND 1.0 FT (0.3 M) SOUTH OF A SECOND
 BC2416'CARSONITE WITNESS POST.
 BC2416'
 BC2416'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 BC2416
 BC2416                          STATION RECOVERY (2012)
 BC2416
 BC2416'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2012 (JLN)
 BC2416'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2417 ***********************************************************************
 BC2417  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2417  DESIGNATION -  872 0232 E
 BC2417  PID         -  BC2417
 BC2417  STATE/COUNTY-  FL/DUVAL
 BC2417  COUNTRY     -  US
 BC2417  USGS QUAD   -  MAYPORT (2018)
 BC2417
 BC2417                         *CURRENT SURVEY CONTROL
 BC2417  ______________________________________________________________________
 BC2417* NAD 83(1986) POSITION- 30 22 41.66   (N) 081 27 04.13   (W)   HD_HELD1
 BC2417* NAVD 88 ORTHO HEIGHT -     2.020 (meters)        6.63  (feet) ADJUSTED
 BC2417  ______________________________________________________________________
 BC2417  GEOID HEIGHT    -        -28.522 (meters)                     GEOID18
 BC2417  DYNAMIC HEIGHT  -          2.017 (meters)        6.62  (feet) COMP
 BC2417  MODELED GRAVITY -    979,362.9   (mgal)                       NAVD 88
 BC2417
 BC2417  VERT ORDER      -  FIRST     CLASS II
 BC2417
 BC2417.The horizontal coordinates were determined by differentially corrected
 BC2417.hand held GPS observations or other comparable positioning techniques
 BC2417.and have an estimated accuracy of +/- 3 meters.
 BC2417
 BC2417.The orthometric height was determined by differential leveling and
 BC2417.adjusted by the NATIONAL GEODETIC SURVEY
 BC2417.in January 2010.
 BC2417
 BC2417.No vertical observational check was made to the station.
 BC2417
 BC2417.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2417.GEOID18 height accuracy estimate available here.
 BC2417
 BC2417.This Tidal Bench Mark is designated as VM 10571
 BC2417.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2417
 BC2417.Click photographs - Photos may exist for this station.
 BC2417
 BC2417.The dynamic height is computed by dividing the NAVD 88
 BC2417.geopotential number by the normal gravity value computed on the
 BC2417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2417.degrees latitude (g = 980.6199 gals.).
 BC2417
 BC2417.The modeled gravity was interpolated from observed gravity values.
 BC2417
 BC2417;                    North         East    Units  Estimated Accuracy
 BC2417;SPC FL E     -   669,881.4     156,638.8     MT  (+/- 3 meters HH1 GPS) 
 BC2417
 BC2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5665360784(NAD 83)
 BC2417
 BC2417                          SUPERSEDED SURVEY CONTROL
 BC2417
 BC2417  NAVD 88 (??/??/92)    2.028  (m)            6.65   (f) SUPERSEDED  3 0
 BC2417  NGVD 29 (09/01/92)    2.366  (m)            7.76   (f) ADJUSTED    2 1
 BC2417
 BC2417.Superseded values are not recommended for survey control.
 BC2417
 BC2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2417.See file dsdata.pdf to determine how the superseded data were derived.
 BC2417
 BC2417_MARKER: DJ = TIDAL STATION DISK
 BC2417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BC2417_STAMPING: 0232 E 1982
 BC2417_MARK LOGO: NOS
 BC2417_PROJECTION: FLUSH
 BC2417_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC2417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2417+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2012
 BC2417_ROD/PIPE-DEPTH: 6.10 meters
 BC2417
 BC2417  HISTORY     - Date     Condition        Report By
 BC2417  HISTORY     - 1982     MONUMENTED       FLDNR
 BC2417  HISTORY     - 1985     GOOD             FLDNR
 BC2417  HISTORY     - 19930223 GOOD             USPSQD
 BC2417  HISTORY     - 20070523 GOOD             FLDEP
 BC2417  HISTORY     - 20121104 GOOD             USACE
 BC2417
 BC2417                          STATION DESCRIPTION
 BC2417
 BC2417'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2417'1.7 MI SW FROM MAYPORT.
 BC2417'FROM THE POST OFFICE IN MAYPORT, GO 0.9 MILE SOUTHWEST ON STATE ROAD
 BC2417'A1A TO THE JUNCTION OF A SAND ROAD LEADING WEST ALONG A SAND SPIT, GO
 BC2417'0.8 MILE ALONG THE SAND ROAD TO THE MARK.  THE MARK BEARS 23 FEET
 BC2417'NORTH OF THE CENTERLINE OF THE MAIN SAND ROAD, 94.3 FEET WEST-
 BC2417'NORTHWEST OF THE INTERSECTION OF THE MAIN SAND ROAD AND FOUR TRACK
 BC2417'ROADS WHICH CONVERGE, 20.75 FEET SOUTHWEST OF THE CENTERLINE OF A
 BC2417'TRACK ROAD, 14 FEET EAST OF A CEDAR TREE, 1.1 FEET SOUTH OF A WITNESS
 BC2417'POST, AND 0.2 MILE WEST OF BENCH MARK 0232 C 1982.
 BC2417
 BC2417                          STATION RECOVERY (1993)
 BC2417
 BC2417'RECOVERY NOTE BY US POWER SQUADRON 1993 (HEA)
 BC2417'RECOVERED IN GOOD CONDITION.
 BC2417
 BC2417                          STATION RECOVERY (2007)
 BC2417
 BC2417'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC2417'THE MARK IS IN MAYPORT, ESTIMATED SECTION 30, TOWNSHIP 1 SOUTH, RANGE
 BC2417'28 EAST.
 BC2417'
 BC2417'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE
 BC2417'HIGHWAY 10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF
 BC2417'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6
 BC2417'KM) TO THE JUNCTION OF STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET)
 BC2417'AND STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) ON THE LEFT,
 BC2417'TURN LEFT ON STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) AND GO
 BC2417'NORTHWEST FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF A SAND ROAD LEADING
 BC2417'WESTERLY ALONG THE SOUTH BANK OF THE SAINT JOHNS RIVER, TURN LEFT ON
 BC2417'THE SAND ROAD AND GO WESTERLY ALONG THE SAND SPIT FOR 0.8 MI (1.3 KM)
 BC2417'TO THE MARK ON THE RIGHT, A NOS DISK CRIMPED TO A ROD DRIVEN INTO THE
 BC2417'GROUND AND ENCASED IN A PVC PIPE INSIDE OF A CONCRETE KICK BLOCK FLUSH
 BC2417'WITH THE GROUND.
 BC2417'
 BC2417'LOCATED 975.0 FT (297.2 M) WEST OF A STEEL GATE ON THE WEST SIDE OF
 BC2417'THE WESTERN MOST PARKING AREA OF THE PARK, 24.0 FT (7.3 M) NORTH OF
 BC2417'THE CENTERLINE OF THE SAND ROAD, 17.5 FT (5.3 M) EAST OF A
 BC2417'TWIN-TRUNKED CEDAR TREE WITH 10-INCH (25 CM) AND 12-INCH (30 CM)
 BC2417'TRUNKS (THE TREE IS 40.0 FT (12.2 M) EAST OF ANOTHER TWIN-TRUNKED
 BC2417'CEDAR TREE THAT IS SURROUNDED BY 4 CABBAGE PALM TREES, 9.0 FT (2.7 M)
 BC2417'SOUTH OF THE MIDDLE OF 3 SMALL CABBAGE PALM TREES RANGING IN HEIGHT
 BC2417'FROM 6.0 TO 10.0 FT (THE DISTANCE BETWEEN THE OUTSIDE TREES IS 8.0
 BC2417'FT), 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST AND 1.0 FT (0.3
 BC2417'M) SOUTH OF A SECOND CARSONITE WITNESS POST.
 BC2417'
 BC2417'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
 BC2417
 BC2417                          STATION RECOVERY (2012)
 BC2417
 BC2417'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2012 (JLN)
 BC2417'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5752 ***********************************************************************
 DL5752  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5752  DESIGNATION -  872 0232 F
 DL5752  PID         -  DL5752
 DL5752  STATE/COUNTY-  FL/DUVAL
 DL5752  COUNTRY     -  US
 DL5752  USGS QUAD   -  MAYPORT (2018)
 DL5752
 DL5752                         *CURRENT SURVEY CONTROL
 DL5752  ______________________________________________________________________
 DL5752* NAD 83(1986) POSITION- 30 22 45.26   (N) 081 26 40.25   (W)   HD_HELD1
 DL5752* NAVD 88 ORTHO HEIGHT -     1.195 (meters)        3.92  (feet) ADJUSTED
 DL5752  ______________________________________________________________________
 DL5752  GEOID HEIGHT    -        -28.530 (meters)                     GEOID18
 DL5752  DYNAMIC HEIGHT  -          1.193 (meters)        3.91  (feet) COMP
 DL5752  MODELED GRAVITY -    979,363.0   (mgal)                       NAVD 88
 DL5752
 DL5752  VERT ORDER      -  FIRST     CLASS II
 DL5752
 DL5752.The horizontal coordinates were determined by differentially corrected
 DL5752.hand held GPS observations or other comparable positioning techniques
 DL5752.and have an estimated accuracy of +/- 3 meters.
 DL5752
 DL5752.The orthometric height was determined by differential leveling and
 DL5752.adjusted by the NATIONAL GEODETIC SURVEY
 DL5752.in January 2010.
 DL5752
 DL5752.No vertical observational check was made to the station.
 DL5752
 DL5752.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5752.GEOID18 height accuracy estimate available here.
 DL5752
 DL5752.This Tidal Bench Mark is designated as VM 19298
 DL5752.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5752
 DL5752.Click photographs - Photos may exist for this station.
 DL5752
 DL5752.The dynamic height is computed by dividing the NAVD 88
 DL5752.geopotential number by the normal gravity value computed on the
 DL5752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5752.degrees latitude (g = 980.6199 gals.).
 DL5752
 DL5752.The modeled gravity was interpolated from observed gravity values.
 DL5752
 DL5752;                    North         East    Units  Estimated Accuracy
 DL5752;SPC FL E     -   669,989.7     157,276.8     MT  (+/- 3 meters HH1 GPS) 
 DL5752
 DL5752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5729160893(NAD 83)
 DL5752
 DL5752                          SUPERSEDED SURVEY CONTROL
 DL5752
 DL5752.No superseded survey control is available for this station.
 DL5752
 DL5752_MARKER: DD = SURVEY DISK
 DL5752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5752_STAMPING: 0232 F 2004
 DL5752_MARK LOGO: FLDEP
 DL5752_PROJECTION: FLUSH
 DL5752_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5752+STABILITY: SURFACE MOTION
 DL5752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5752+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DL5752
 DL5752  HISTORY     - Date     Condition        Report By
 DL5752  HISTORY     - 20040418 MONUMENTED       FLDEP
 DL5752  HISTORY     - 20070523 GOOD             FLDEP
 DL5752
 DL5752                          STATION DESCRIPTION
 DL5752
 DL5752'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5752'THE MARK IS IN MAYPORT, ESTIMATED SECTION 30, TOWNSHIP 1 SOUTH, RANGE
 DL5752'28 EAST.
 DL5752'
 DL5752'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE
 DL5752'HIGHWAY 10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF
 DL5752'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6
 DL5752'KM) TO THE JUNCTION OF STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET)
 DL5752'AND STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) ON THE LEFT,
 DL5752'TURN LEFT ON STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) AND GO
 DL5752'NORTHWEST FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF A SAND ROAD LEADING
 DL5752'WESTERLY ALONG THE SOUTH BANK OF THE SAINT JOHNS RIVER, TURN LEFT ON
 DL5752'THE SAND ROAD AND GO WESTERLY ALONG THE SAND SPIT FOR 0.4 MI (0.6 KM)
 DL5752'TO THE MARK ON THE RIGHT, BEHIND A STEEL GUARDRAIL, SET IN THE TOP OF
 DL5752'A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DL5752'
 DL5752'LOCATED 75.3 FT (23.0 M) WEST OF THE SOUTHWEST CORNER OF A CONCRETE
 DL5752'SIDEWALK LEADING TO A FISHING PIER AT THE SAINT JOHNS RIVER, 75.0 FT
 DL5752'(22.9 M) NORTH OF THE CENTERLINE OF THE SAND ROAD, 2.8 FT (0.9 M)
 DL5752'NORTH OF A STEEL GUARDRAIL AND 2.1 FT (0.6 M) NORTH OF A CARSONITE
 DL5752'WITNESS POST.
 DL5752'
 DL5752'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5753 ***********************************************************************
 DL5753  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5753  DESIGNATION -  872 0232 G
 DL5753  PID         -  DL5753
 DL5753  STATE/COUNTY-  FL/DUVAL
 DL5753  COUNTRY     -  US
 DL5753  USGS QUAD   -  MAYPORT (2018)
 DL5753
 DL5753                         *CURRENT SURVEY CONTROL
 DL5753  ______________________________________________________________________
 DL5753* NAD 83(1986) POSITION- 30 22 42.48   (N) 081 26 45.54   (W)   HD_HELD1
 DL5753* NAVD 88 ORTHO HEIGHT -     1.200 (meters)        3.94  (feet) ADJUSTED
 DL5753  ______________________________________________________________________
 DL5753  GEOID HEIGHT    -        -28.528 (meters)                     GEOID18
 DL5753  DYNAMIC HEIGHT  -          1.199 (meters)        3.93  (feet) COMP
 DL5753  MODELED GRAVITY -    979,362.9   (mgal)                       NAVD 88
 DL5753
 DL5753  VERT ORDER      -  FIRST     CLASS II
 DL5753
 DL5753.The horizontal coordinates were determined by differentially corrected
 DL5753.hand held GPS observations or other comparable positioning techniques
 DL5753.and have an estimated accuracy of +/- 3 meters.
 DL5753
 DL5753.The orthometric height was determined by differential leveling and
 DL5753.adjusted by the NATIONAL GEODETIC SURVEY
 DL5753.in January 2010.
 DL5753
 DL5753.No vertical observational check was made to the station.
 DL5753
 DL5753.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5753.GEOID18 height accuracy estimate available here.
 DL5753
 DL5753.This Tidal Bench Mark is designated as VM 19299
 DL5753.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5753
 DL5753.Click photographs - Photos may exist for this station.
 DL5753
 DL5753.The dynamic height is computed by dividing the NAVD 88
 DL5753.geopotential number by the normal gravity value computed on the
 DL5753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5753.degrees latitude (g = 980.6199 gals.).
 DL5753
 DL5753.The modeled gravity was interpolated from observed gravity values.
 DL5753
 DL5753;                    North         East    Units  Estimated Accuracy
 DL5753;SPC FL E     -   669,904.7     157,135.3     MT  (+/- 3 meters HH1 GPS) 
 DL5753
 DL5753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5714960808(NAD 83)
 DL5753
 DL5753                          SUPERSEDED SURVEY CONTROL
 DL5753
 DL5753.No superseded survey control is available for this station.
 DL5753
 DL5753_MARKER: F = FLANGE-ENCASED ROD
 DL5753_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL5753_STAMPING: 0232 G 2004
 DL5753_MARK LOGO: NGS
 DL5753_PROJECTION: RECESSED 13 CENTIMETERS
 DL5753_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5753+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2012
 DL5753_ROD/PIPE-DEPTH: 13.4 meters
 DL5753
 DL5753  HISTORY     - Date     Condition        Report By
 DL5753  HISTORY     - 20040418 MONUMENTED       FLDEP
 DL5753  HISTORY     - 20070523 GOOD             FLDEP
 DL5753  HISTORY     - 20121104 GOOD             USACE
 DL5753
 DL5753                          STATION DESCRIPTION
 DL5753
 DL5753'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5753'THE MARK IS IN MAYPORT, ESTIMATED SECTION 30, TOWNSHIP 1 SOUTH, RANGE
 DL5753'28 EAST.
 DL5753'
 DL5753'TO REACH THE MARK FROM THE OVERPASS OF ATLANTIC BOULEVARD (STATE
 DL5753'HIGHWAY 10) AND MAYPORT ROAD (STATE HIGHWAY A1A) ON THE SOUTH SIDE OF
 DL5753'MAYPORT, GO NORTH ON MAYPORT ROAD (STATE HIGHWAY A1A) FOR 2.25 MI (3.6
 DL5753'KM) TO THE JUNCTION OF STATE HIGHWAY 101 (MAYPORT ROAD-MAIN STREET)
 DL5753'AND STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) ON THE LEFT,
 DL5753'TURN LEFT ON STATE HIGHWAY A1A NORTH (STATE ROAD-OCEAN STREET) AND GO
 DL5753'NORTHWEST FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF A SAND ROAD LEADING
 DL5753'WESTERLY ALONG THE SOUTH BANK OF THE SAINT JOHNS RIVER, TURN LEFT ON
 DL5753'THE SAND ROAD AND GO WESTERLY ALONG THE SAND SPIT FOR 0.5 MI (0.8 KM)
 DL5753'TO THE MARK ON THE LEFT, BEHIND A STEEL GUARDRAIL, A STAINLESS STEEL
 DL5753'ROD DRIVEN TO REFUSAL AT A DEPTH OF 44.0 FT (13.4 M) WITH A NGS LOGO
 DL5753'CAP FLUSH WITH THE GROUND, THE DATUM POINT IS RECESSED 0.4 FT (0.1 M)
 DL5753'BELOW THE LEVEL OF THE NGS LOGO CAP.
 DL5753'
 DL5753'LOCATED 194.5 FT (59.3 M) SOUTH-SOUTHWEST OF A STEEL TOWER FOR A GREEN
 DL5753'NAVIGATION MARKER, 22.0 FT (6.7 M) EAST-SOUTHEAST OF THE EAST POST OF
 DL5753'A WETLANDS CONSERVATION AREA SIGN, 3.3 FT (1.0 M) SOUTH OF A STEEL
 DL5753'GUARDRAIL AND 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DL5753'
 DL5753'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 DL5753'
 DL5753'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL5753'LOGO CAP.
 DL5753
 DL5753                          STATION RECOVERY (2012)
 DL5753
 DL5753'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2012 (JLN)
 DL5753'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9224 ***********************************************************************
 DI9224  HT_MOD      -  This is a Height Modernization Survey Station.
 DI9224  TIDAL BM    -  This is a Tidal Bench Mark.
 DI9224  DESIGNATION -  872 0242 B TIDAL
 DI9224  PID         -  DI9224
 DI9224  STATE/COUNTY-  FL/DUVAL
 DI9224  COUNTRY     -  US
 DI9224  USGS QUAD   -  JACKSONVILLE (2018)
 DI9224
 DI9224                         *CURRENT SURVEY CONTROL
 DI9224  ______________________________________________________________________
 DI9224* NAD 83(2011) POSITION- 30 21 23.25194(N) 081 37 33.96512(W)   ADJUSTED
 DI9224* NAD 83(2011) ELLIP HT-   -25.863 (meters)        (06/27/12)   ADJUSTED
 DI9224* NAD 83(2011) EPOCH   -  2010.00
 DI9224* NAVD 88 ORTHO HEIGHT -     2.46  (meters)        8.1   (feet) GPS OBS
 DI9224  ______________________________________________________________________
 DI9224  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI9224  GEOID HEIGHT    -        -28.281 (meters)                     GEOID03
 DI9224  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 DI9224  NAD 83(2011) X  -    802,196.881 (meters)                     COMP
 DI9224  NAD 83(2011) Y  - -5,449,644.341 (meters)                     COMP
 DI9224  NAD 83(2011) Z  -  3,204,520.332 (meters)                     COMP
 DI9224  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 DI9224
 DI9224  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI9224  Standards:
 DI9224         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI9224            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI9224  -------------------------------------------------------------------
 DI9224  NETWORK    0.85   1.12           0.29   0.39   0.57      0.07132117
 DI9224  -------------------------------------------------------------------
 DI9224  Click here for local accuracies and other accuracy information.
 DI9224
 DI9224.The horizontal coordinates were established by GPS observations
 DI9224.and adjusted by the National Geodetic Survey in June 2012.
 DI9224
 DI9224.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI9224.been affixed to the stable North American tectonic plate. See 
 DI9224.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI9224
 DI9224.The horizontal coordinates are valid at the epoch date displayed above
 DI9224.which is a decimal equivalence of Year/Month/Day.
 DI9224
 DI9224.The orthometric height was determined by GPS observations and a
 DI9224.high-resolution geoid model using precise GPS observation and
 DI9224.processing techniques.
 DI9224
 DI9224.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9224.GEOID18 height accuracy estimate available here.
 DI9224
 DI9224.This Tidal Bench Mark is designated as VM 5134
 DI9224.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI9224
 DI9224.Click photographs - Photos may exist for this station.
 DI9224
 DI9224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI9224
 DI9224.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI9224
 DI9224.The ellipsoidal height was determined by GPS observations
 DI9224.and is referenced to NAD 83.
 DI9224
 DI9224. The following values were computed from the NAD 83(2011) position.
 DI9224
 DI9224;                    North         East     Units Scale Factor Converg.
 DI9224;SPC FL E     -   667,546.888   139,809.818   MT  0.99998585   -0 18 59.1
 DI9224;SPC FL E     - 2,190,110.08    458,692.71   sFT  0.99998585   -0 18 59.1
 DI9224;UTM  17      - 3,358,451.105   439,830.355   MT  0.99964466   -0 18 59.1
 DI9224
 DI9224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI9224!SPC FL E     -   1.00000406  x   0.99998585  =   0.99998991
 DI9224!UTM  17      -   1.00000406  x   0.99964466  =   0.99964872
 DI9224
 DI9224_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3983058451(NAD 83)
 DI9224
 DI9224                          SUPERSEDED SURVEY CONTROL
 DI9224
 DI9224  NAD 83(2007)-  30 21 23.25224(N)    081 37 33.96598(W) AD(2002.00) B
 DI9224  ELLIP H (06/10/09)  -25.908  (m)                       GP(2002.00) 3 2
 DI9224  NAD 83(1999)-  30 21 23.25223(N)    081 37 33.96599(W) AD(       ) B
 DI9224  ELLIP H (06/27/07)  -25.841  (m)                       GP(       ) 3 2
 DI9224
 DI9224.Superseded values are not recommended for survey control.
 DI9224
 DI9224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI9224.See file dsdata.pdf to determine how the superseded data were derived.
 DI9224
 DI9224_MARKER: F = FLANGE-ENCASED ROD
 DI9224_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI9224_STAMPING: 0242 B 1995
 DI9224_MARK LOGO: NOS
 DI9224_PROJECTION: FLUSH
 DI9224_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI9224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI9224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9224+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2012
 DI9224_ROD/PIPE-DEPTH: 20.1 meters
 DI9224
 DI9224  HISTORY     - Date     Condition        Report By
 DI9224  HISTORY     - 1995     MONUMENTED       FLDEP
 DI9224  HISTORY     - 2006     GOOD             FLDEP
 DI9224  HISTORY     - 20120508 GOOD             INDIV
 DI9224
 DI9224                          STATION DESCRIPTION
 DI9224
 DI9224'DESCRIBED BY FL DEPT OF ENV PRO 2006 (RH)
 DI9224'THE MARK IS IN JACKSONVILLE, IN SECTION 8, TOWNSHIP 2 SOUTH, RANGE 27
 DI9224'EAST.
 DI9224'
 DI9224'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 AND 20TH
 DI9224'STREET EXPRESSWAY  IN JACKSONVILLE, GO SOUTH ON INTERSTATE 95 FOR 0.6
 DI9224'MI TO THE INTERSECTION OF 8TH STREET,  TURN LEFT ON 8TH STREET AND GO
 DI9224'EAST FOR 2.35 MI TO THE JUNCTION OF TALLEYRAND AVENUE ON  THE LEFT,
 DI9224'TURN LEFT ON TALLEYRAND AVENUE AND GO NORTH FOR 0.7 MI TO THE JUNCTION
 DI9224'OF  EAST 19TH STREET AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD
 DI9224'DRIVEN TO REFUSAL AT A  DEPTH OF 66.0 FT WITH A NOS LOGO CAP FLUSH
 DI9224'WITH THE GROUND, THE DATUM POINT IS RECESSED  0.4 FT BELOW THE LEVEL
 DI9224'OF THE NOS LOGO CAP.
 DI9224'
 DI9224'LOCATED 65.0 FT WEST OF THE APPROXIMATE CENTERLINE OF TALLEYRAND
 DI9224'AVENUE, 25.0 FT NORTH  OF THE APPROXIMATE CENTERLINE OF EAST 19TH
 DI9224'STREET, 11.9 FT NORTHEAST OF THE CENTER OF A  4.0 FT BY 5.0 FT STORM
 DI9224'WATER DRAIN, 1.1 FT SOUTH OF A 6.0 FT TALL CHAINLINK FENCE AND 1.0 FT
 DI9224'SOUTH OF A CARSONITE WITNESS POST.
 DI9224'
 DI9224'NOTE A MAGNET WAS PLACED INSIDE OF THE NOS LOGO CAP.
 DI9224'
 DI9224'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.
 DI9224
 DI9224                          STATION RECOVERY (2012)
 DI9224
 DI9224'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (WSP)
 DI9224'WSP CONSULTANTS, INC - LUTZ, FL
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0354 ***********************************************************************
 BC0354  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0354  DESIGNATION -  872 0242 TIDAL 4
 BC0354  PID         -  BC0354
 BC0354  STATE/COUNTY-  FL/DUVAL
 BC0354  COUNTRY     -  US
 BC0354  USGS QUAD   -  JACKSONVILLE (2018)
 BC0354
 BC0354                         *CURRENT SURVEY CONTROL
 BC0354  ______________________________________________________________________
 BC0354* NAD 83(2011) POSITION- 30 21 18.19647(N) 081 37 31.95188(W)   ADJUSTED
 BC0354* NAD 83(2011) ELLIP HT-   -25.075 (meters)        (08/17/21)   ADJUSTED
 BC0354* NAD 83(2011) EPOCH   -  2010.00
 BC0354* NAVD 88 ORTHO HEIGHT -     3.226 (meters)       10.58  (feet) ADJUSTED
 BC0354  ______________________________________________________________________
 BC0354  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 BC0354  NAD 83(2011) X  -    802,261.630 (meters)                     COMP
 BC0354  NAD 83(2011) Y  - -5,449,715.019 (meters)                     COMP
 BC0354  NAD 83(2011) Z  -  3,204,386.396 (meters)                     COMP
 BC0354  LAPLACE CORR    -         -1.28  (seconds)                    DEFLEC18
 BC0354  DYNAMIC HEIGHT  -          3.222 (meters)       10.57  (feet) COMP
 BC0354  MODELED GRAVITY -    979,365.6   (mgal)                       NAVD 88
 BC0354
 BC0354  VERT ORDER      -  FIRST     CLASS II
 BC0354
 BC0354  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 BC0354  Standards:
 BC0354         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 BC0354            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 BC0354  -------------------------------------------------------------------
 BC0354  NETWORK    0.63   2.25           0.26   0.25   1.15     -0.15809226
 BC0354  -------------------------------------------------------------------
 BC0354  Click here for local accuracies and other accuracy information.
 BC0354
 BC0354.The horizontal coordinates were established by GPS observations
 BC0354.and adjusted by the DEGROVE SURVEYORS INCORPORATED in August 2021.
 BC0354
 BC0354.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 BC0354.been affixed to the stable North American tectonic plate. See 
 BC0354.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 BC0354
 BC0354.The horizontal coordinates are valid at the epoch date displayed above
 BC0354.which is a decimal equivalence of Year/Month/Day.
 BC0354
 BC0354.The orthometric height was determined by differential leveling and
 BC0354.adjusted by the NATIONAL GEODETIC SURVEY
 BC0354.in June 1991.
 BC0354
 BC0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0354.GEOID18 height accuracy estimate available here.
 BC0354
 BC0354.This Tidal Bench Mark is designated as VM 5126
 BC0354.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0354
 BC0354.Click photographs - Photos may exist for this station.
 BC0354
 BC0354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BC0354
 BC0354.The Laplace correction was computed from DEFLEC18 derived deflections.
 BC0354
 BC0354.The ellipsoidal height was determined by GPS observations
 BC0354.and is referenced to NAD 83.
 BC0354
 BC0354.The dynamic height is computed by dividing the NAVD 88
 BC0354.geopotential number by the normal gravity value computed on the
 BC0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0354.degrees latitude (g = 980.6199 gals.).
 BC0354
 BC0354.The modeled gravity was interpolated from observed gravity values.
 BC0354
 BC0354. The following values were computed from the NAD 83(2011) position.
 BC0354
 BC0354;                    North         East     Units Scale Factor Converg.
 BC0354;SPC FL E     -   667,390.917   139,862.722   MT  0.99998578   -0 18 58.1
 BC0354;SPC FL E     - 2,189,598.37    458,866.28   sFT  0.99998578   -0 18 58.1
 BC0354;UTM  17      - 3,358,295.188   439,883.240   MT  0.99964458   -0 18 58.1
 BC0354
 BC0354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BC0354!SPC FL E     -   1.00000394  x   0.99998578  =   0.99998972
 BC0354!UTM  17      -   1.00000394  x   0.99964458  =   0.99964852
 BC0354
 BC0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3988358295(NAD 83)
 BC0354
 BC0354                          SUPERSEDED SURVEY CONTROL
 BC0354
 BC0354  NGVD 29 (??/??/92)    3.554  (m)           11.66   (f) SUPERSEDED  1 2
 BC0354  NGVD 29 (09/01/92)    3.554  (m)           11.66   (f) ADJUSTED    1 2
 BC0354
 BC0354.Superseded values are not recommended for survey control.
 BC0354
 BC0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0354.See file dsdata.pdf to determine how the superseded data were derived.
 BC0354
 BC0354_MARKER: DB = BENCH MARK DISK
 BC0354_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BC0354_SP_SET: FOOTING
 BC0354_STAMPING: NO 4 1928
 BC0354_MARK LOGO: CGS
 BC0354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC0354+STABILITY: SURFACE MOTION
 BC0354_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0354+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2021
 BC0354
 BC0354  HISTORY     - Date     Condition        Report By
 BC0354  HISTORY     - 1928     MONUMENTED       CGS
 BC0354  HISTORY     - 1975     GOOD             NGS
 BC0354  HISTORY     - 1977     GOOD             FLDNR
 BC0354  HISTORY     - 19910419 GOOD             NGS
 BC0354  HISTORY     - 20210628 GOOD             DEGROV
 BC0354
 BC0354                          STATION DESCRIPTION
 BC0354
 BC0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0354'AT JACKSONVILLE.
 BC0354'AT JACKSONVILLE AT THE SOUTHWEST ANGLE OF THE INTERSECTION OF
 BC0354'TALLEYRAND AVENUE AND EAST 18TH STREET, JUST SOUTH OF FIRE
 BC0354'STATION NO. 11, 60 FEET WEST OF THE CENTER LINE OF TALLEYRAND
 BC0354'AVENUE, 17 FEET SOUTH OF THE SOUTHEAST CORNER OF FIRE STATION
 BC0354'11, 15 FEET NORTH OF THE NORTHEAST CORNER OF FIRE DEPARTMENT STORE
 BC0354'ROOM BUILDING, IN THE FOUNDATION OF WHAT WAS A WATER TOWER, ABOUT
 BC0354'0.5 FEET ABOVE THE GROUND.
 BC0354
 BC0354                          STATION RECOVERY (1977)
 BC0354
 BC0354'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC0354'RECOVERED IN GOOD CONDITION.
 BC0354
 BC0354                          STATION RECOVERY (1991)
 BC0354
 BC0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0354'IN JACKSONVILLE, AT THE INTERSECTION OF TALLEYRAND AVENUE AND EAST
 BC0354'18TH STREET, NEAR THE EAST CORNER OF THE CONCRETE FOOTING OF A WATER
 BC0354'TOWER (TOWER REMOVED), 44.0 M (144.4 FT) SOUTH OF THE STREET CENTER,
 BC0354'12.7 M (41.7 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF THE
 BC0354'SOUTHBOUND LANES OF THE AVENUE, 5.6 M (18.4 FT) SOUTH OF THE
 BC0354'SOUTHEAST CORNER OF A STORAGE ROOM AT FIRE STATION NUMBER 11, 0.3 M
 BC0354'(1.0 FT) EAST OF A CHAIN-LINK FENCE, AND 0.2 M (0.7 FT) ABOVE THE
 BC0354'GROUND SURFACE.
 BC0354
 BC0354                          STATION RECOVERY (2021)
 BC0354
 BC0354'RECOVERY NOTE BY DEGROVE SURVEYORS INCORPORATED 2021 (MN)
 BC0354'THE MARK IS LOCATED ABOUT 2.23 MI (3.59 KM) NORTHEAST OF THE FOOTBALL
 BC0354'STADIUM, 0.34 MI (0.55 KM) WEST OF THE ST. JOHNS RIVER, 1.9 MI (3.1
 BC0354'KM) NORTH OF THE MATTHEW S BRIDGE, IN JACKSONVILLE, FLORIDA.
 BC0354'
 BC0354'TO REACH FROM DOWNTOWN JACKSONVILLE, FL, GO NORTH ON US 17 (N.  MAIN
 BC0354'ST.) FOR APPROXIMATELY 1.8 MI (2.9 KM) TO THE INTERSECTION OF US 17
 BC0354'AND EAST 21ST STREET, GO EAST ON EAST 21ST STREET FOR APPROXIMATELY
 BC0354'1.64 MI (2.64 KM) TO THE INTERSECTION WITH TALLYRAND AVENUE, GO SOUTH
 BC0354'ON TALLYRAND AVENUE APPROXIMATELY 0.18 MI (0.29 KM) TO THE
 BC0354'INTERSECTION WITH EAST 18TH STREET.
 BC0354'
 BC0354'IT IS JUST SOUTH OF FIRE STATION NO. 11, 60 FT (18.3 M) WEST OF THE
 BC0354'CENTERLINE OF TALLEYRAND AVENUE, 17 FT (5.2 M) SOUTH OF THE SOUTHEAST
 BC0354'CORNER OF FIRE STATION 11, 15 FT (4.6 M) NORTH OF THE NORTHEAST CORNER
 BC0354'OF FIRE DEPARTMENT STORE ROOM BUILDING, IN THE FOUNDATION OF WHAT WAS
 BC0354'A WATER TOWER, ABOUT 0.5 FT (15 CM) ABOVE THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1565 ***********************************************************************
 BC1565  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1565  DESIGNATION -  872 0242 TIDAL 9
 BC1565  PID         -  BC1565
 BC1565  STATE/COUNTY-  FL/DUVAL
 BC1565  COUNTRY     -  US
 BC1565  USGS QUAD   -  JACKSONVILLE (2018)
 BC1565
 BC1565                         *CURRENT SURVEY CONTROL
 BC1565  ______________________________________________________________________
 BC1565* NAD 83(1986) POSITION- 30 21 22.     (N) 081 37 33.     (W)   SCALED
 BC1565* NAVD 88 ORTHO HEIGHT -     3.299 (meters)       10.82  (feet) ADJUSTED
 BC1565  ______________________________________________________________________
 BC1565  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 BC1565  DYNAMIC HEIGHT  -          3.295 (meters)       10.81  (feet) COMP
 BC1565  MODELED GRAVITY -    979,365.7   (mgal)                       NAVD 88
 BC1565
 BC1565  VERT ORDER      -  SECOND    CLASS I
 BC1565
 BC1565.The horizontal coordinates were scaled from a map and have
 BC1565.an estimated accuracy of +/- 6 seconds.
 BC1565
 BC1565.The orthometric height was determined by differential leveling and
 BC1565.adjusted by the NATIONAL GEODETIC SURVEY
 BC1565.in June 1991.
 BC1565
 BC1565.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1565.GEOID18 height accuracy estimate available here.
 BC1565
 BC1565.This Tidal Bench Mark is designated as VM 17066
 BC1565.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1565
 BC1565.Click photographs - Photos may exist for this station.
 BC1565
 BC1565.The dynamic height is computed by dividing the NAVD 88
 BC1565.geopotential number by the normal gravity value computed on the
 BC1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1565.degrees latitude (g = 980.6199 gals.).
 BC1565
 BC1565.The modeled gravity was interpolated from observed gravity values.
 BC1565
 BC1565;                    North         East    Units  Estimated Accuracy
 BC1565;SPC FL E     -   667,510.      139,840.      MT  (+/- 180 meters Scaled)
 BC1565
 BC1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP398584(NAD 83)
 BC1565
 BC1565                          SUPERSEDED SURVEY CONTROL
 BC1565
 BC1565  NGVD 29 (09/01/92)    3.627  (m)           11.90   (f) ADJUSTED    2 1
 BC1565
 BC1565.Superseded values are not recommended for survey control.
 BC1565
 BC1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1565.See file dsdata.pdf to determine how the superseded data were derived.
 BC1565
 BC1565_MARKER: DB = BENCH MARK DISK
 BC1565_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC1565+WITH SETTING: PAVEMENT
 BC1565_SP_SET: WATER TANK FOUNDATION
 BC1565_STAMPING: NO 9 1958
 BC1565_MARK LOGO: CGS
 BC1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1565+STABILITY: SURFACE MOTION
 BC1565
 BC1565  HISTORY     - Date     Condition        Report By
 BC1565  HISTORY     - 1958     MONUMENTED       CGS
 BC1565  HISTORY     - 1977     GOOD             FLDNR
 BC1565
 BC1565                          STATION DESCRIPTION
 BC1565
 BC1565'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1565'JACKSONVILLE.
 BC1565'MARK IS LOCATED BETWEEN 18TH AND 19TH STREETS, WEST
 BC1565'OF TALLEYRAND AVENUE. MARK BEARS 12 FEET SOUTHWEST
 BC1565'OF THE SOUTHWEST CORNER OF AN OVERFLOW DRAIN, SET FLUSH
 BC1565'IN THE NORTHEAST CORNER OF A 4 1/2 FOOT SQUARE CONCRETE
 BC1565'FOUNDATION OF THE NORTHEAST, ONE OF A TEN LEGGED
 BC1565'FOUNDATION OF A ELEVATED STORAGE TANK OF THE
 BC1565'JACKSONVILLE WATER TANK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1422 ***********************************************************************
 BC1422  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1422  DESIGNATION -  872 0244 D TIDAL
 BC1422  PID         -  BC1422
 BC1422  STATE/COUNTY-  FL/DUVAL
 BC1422  COUNTRY     -  US
 BC1422  USGS QUAD   -  ARLINGTON (2018)
 BC1422
 BC1422                         *CURRENT SURVEY CONTROL
 BC1422  ______________________________________________________________________
 BC1422* NAD 83(1986) POSITION- 30 22 08.94   (N) 081 33 31.73   (W)   HD_HELD1
 BC1422* NAVD 88 ORTHO HEIGHT -     2.823 (meters)        9.26  (feet) ADJUSTED
 BC1422  ______________________________________________________________________
 BC1422  GEOID HEIGHT    -        -28.380 (meters)                     GEOID18
 BC1422  DYNAMIC HEIGHT  -          2.819 (meters)        9.25  (feet) COMP
 BC1422  MODELED GRAVITY -    979,364.6   (mgal)                       NAVD 88
 BC1422
 BC1422  VERT ORDER      -  SECOND    CLASS I
 BC1422
 BC1422.The horizontal coordinates were determined by differentially corrected
 BC1422.hand held GPS observations or other comparable positioning techniques
 BC1422.and have an estimated accuracy of +/- 3 meters.
 BC1422
 BC1422.The orthometric height was determined by differential leveling and
 BC1422.adjusted by the NATIONAL GEODETIC SURVEY
 BC1422.in June 1991.
 BC1422
 BC1422.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1422.GEOID18 height accuracy estimate available here.
 BC1422
 BC1422.This Tidal Bench Mark is designated as VM 5141
 BC1422.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1422
 BC1422.Click photographs - Photos may exist for this station.
 BC1422
 BC1422.The dynamic height is computed by dividing the NAVD 88
 BC1422.geopotential number by the normal gravity value computed on the
 BC1422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1422.degrees latitude (g = 980.6199 gals.).
 BC1422
 BC1422.The modeled gravity was interpolated from observed gravity values.
 BC1422
 BC1422;                    North         East    Units  Estimated Accuracy
 BC1422;SPC FL E     -   668,920.0     146,285.5     MT  (+/- 3 meters HH1 GPS) 
 BC1422
 BC1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4630359823(NAD 83)
 BC1422
 BC1422                          SUPERSEDED SURVEY CONTROL
 BC1422
 BC1422  NGVD 29 (09/01/92)    3.149  (m)           10.33   (f) ADJUSTED    2 1
 BC1422
 BC1422.Superseded values are not recommended for survey control.
 BC1422
 BC1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1422.See file dsdata.pdf to determine how the superseded data were derived.
 BC1422
 BC1422_MARKER: DJ = TIDAL STATION DISK
 BC1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1422_STAMPING: 0244 D
 BC1422_MARK LOGO: NOS
 BC1422_PROJECTION: PROJECTING 6 CENTIMETERS
 BC1422_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1422+STABILITY: SURFACE MOTION
 BC1422_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1422+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2024
 BC1422
 BC1422  HISTORY     - Date     Condition        Report By
 BC1422  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1422  HISTORY     - 1987     GOOD             FLDNR
 BC1422  HISTORY     - 19920625 GOOD             FLDNR
 BC1422  HISTORY     - 20240701 GOOD             FLDEP
 BC1422
 BC1422                          STATION DESCRIPTION
 BC1422
 BC1422'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1422'JACKSONVILLE.
 BC1422'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 5 MILES WEST ALONG
 BC1422'FORT CAROLINE ROAD FROM THE INTERSECTION OF MONUMENT ROAD. THENCE, 0.2
 BC1422'MILES ALONG THE DIRT DRIVEWAY TO THE REAR OF 8331 FORT CAROLINE ROAD.
 BC1422'THE MARK BEARS 105.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FRAME
 BC1422'HOUSE, 60.5 FEET EAST OF A 54 INCH LIVE OAK, AND 6.5 FEET WEST OF A
 BC1422'METAL FRAME FENCE RUNNING NORTH AND SOUTH. MARK IS AN NOS TIDAL BENCH
 BC1422'MARK.
 BC1422
 BC1422                          STATION RECOVERY (1987)
 BC1422
 BC1422'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1422'RECOVERED AS DESCRIBED.
 BC1422
 BC1422                          STATION RECOVERY (1992)
 BC1422
 BC1422'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC1422'THE MARK IS ON THE EAST SIDE OF JACKSONVILLE BEHIND HOUSE NUMBER 8331
 BC1422'FORT CAROLINE ROAD, IN SECTION , T , R . TO REACH THE MARK FROM THE
 BC1422'INTERSECTION OF STATE HIGHWAY 10 (ATLANTIC BLVD) AND ST. JOHNS BLUFF
 BC1422'ROAD, ON THE EAST SIDE OF JACKSONVILLE, GO NORTH ON ST. JOHNS BLUFF
 BC1422'ROAD FOR 2.10 MI (3.38 KM) TO THE JUNCTION OF FORT CAROLINE ROAD, TURN
 BC1422'LEFT ON FORT CAROLINE ROAD AND GO WESTERLY FOR 0.80 MI (1.29 KM) TO
 BC1422'THE Y JUNCTION OF MERRILL ROAD, BEAR RIGHT ON FORT CAROLINE ROAD AND
 BC1422'GO WESTERLY FOR 1.50 MI (2.41 KM) TO A DRIVEWAY ON THE RIGHT, TURN
 BC1422'RIGHT AND GO NORTH ON THE DRIVEWAY FOR 30.0 FT (9.1 M) TO A Y
 BC1422'JUNCTION, BEAR RIGHT ON THE NARROW DIM PATH ROAD AND GO NORTH FOR 0.15
 BC1422'MI (0.24 KM) TO THE MARK ON THE RIGHT SET IN THE TOP OF A CONCRETE
 BC1422'MONUMENT, PROJECTING 0.2 FT (6.1 CM) ABOVE THE LEVEL OF THE GROUND.
 BC1422'LOCATED ABOUT 105.5 FT (32.2 M) NORTHEAST OF THE NORTHEAST CORNER OF A
 BC1422'FRAME HOUSE, 61.9 FT (18.9 M) SOUTHEAST OF A 4.5 FT (1.4 M) DIAMETER
 BC1422'TWIN FORKED LIVE OAK, 6.1 FT (1.9 M) WEST OF A NORTH-SOUTH METAL FENCE
 BC1422'AND 1.7 FT (0.5 M) WEST OF A METAL WITNESS POST. NOTE, NOT LEVELED
 BC1422'THIS DATE.
 BC1422
 BC1422                          STATION RECOVERY (2024)
 BC1422
 BC1422'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (DLP)
 BC1422'THE MARK IS LOCATED ON THE EAST SIDE OF JACKSONVILLE BEHIND HOUSE
 BC1422'NUMBER 8331 FORT CAROLINE ROAD, IN SECTION 36, TOWNSHIP 1 SOUTH, RANGE
 BC1422'27 EAST.
 BC1422'
 BC1422'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 10 (ATLANTIC
 BC1422'BLVD) AND ST. JOHNS BLUFF ROAD, ON THE EAST SIDE OF JACKSONVILLE, GO
 BC1422'NORTH ON ST. JOHNS BLUFF ROAD FOR 2.10 MI (3.38 KM) TO THE JUNCTION OF
 BC1422'FORT CAROLINE ROAD.  TURN LEFT ON FORT CAROLINE ROAD AND GO WESTERLY
 BC1422'FOR 1.16 MI (1.87 KM) TO THE JUNCTION WITH FORT CAROLINE ROAD GO RIGHT
 BC1422'ON FORT CAROLINE ROAD, GO 1.35 MI (2.17 KM) TO A DRIVEWAY ON THE
 BC1422'RIGHT.  TURN RIGHT AND GO NORTH ON THE DRIVEWAY FOR 30.0 FT (9.1 M) TO
 BC1422'A Y JUNCTION, BEAR RIGHT ON THE NARROW DIM PATH ROAD AND GO NORTH FOR
 BC1422'0.15 MI (0.24 KM) TO THE MARK ON THE RIGHT SET IN THE TOP OF A
 BC1422'CONCRETE MONUMENT, PROJECTING 0.2 FT (6 CM) ABOVE THE LEVEL OF THE
 BC1422'GROUND.
 BC1422'
 BC1422'NOTE-THE DISK IS IN FAIR CONDITION WITH SEVERAL SCRATCHES WITH THE
 BC1422'YEAR GONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1421 ***********************************************************************
 BC1421  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1421  DESIGNATION -  872 0244 E TIDAL
 BC1421  PID         -  BC1421
 BC1421  STATE/COUNTY-  FL/DUVAL
 BC1421  COUNTRY     -  US
 BC1421  USGS QUAD   -  ARLINGTON (2018)
 BC1421
 BC1421                         *CURRENT SURVEY CONTROL
 BC1421  ______________________________________________________________________
 BC1421* NAD 83(1986) POSITION- 30 22 00.81   (N) 081 33 32.18   (W)   HD_HELD1
 BC1421* NAVD 88 ORTHO HEIGHT -     6.239 (meters)       20.47  (feet) ADJUSTED
 BC1421  ______________________________________________________________________
 BC1421  GEOID HEIGHT    -        -28.379 (meters)                     GEOID18
 BC1421  DYNAMIC HEIGHT  -          6.231 (meters)       20.44  (feet) COMP
 BC1421  MODELED GRAVITY -    979,364.4   (mgal)                       NAVD 88
 BC1421
 BC1421  VERT ORDER      -  SECOND    CLASS I
 BC1421
 BC1421.The horizontal coordinates were determined by differentially corrected
 BC1421.hand held GPS observations or other comparable positioning techniques
 BC1421.and have an estimated accuracy of +/- 3 meters.
 BC1421
 BC1421.The orthometric height was determined by differential leveling and
 BC1421.adjusted by the NATIONAL GEODETIC SURVEY
 BC1421.in June 1991.
 BC1421
 BC1421.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1421.GEOID18 height accuracy estimate available here.
 BC1421
 BC1421.This Tidal Bench Mark is designated as VM 5142
 BC1421.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1421
 BC1421.Click photographs - Photos may exist for this station.
 BC1421
 BC1421.The dynamic height is computed by dividing the NAVD 88
 BC1421.geopotential number by the normal gravity value computed on the
 BC1421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1421.degrees latitude (g = 980.6199 gals.).
 BC1421
 BC1421.The modeled gravity was interpolated from observed gravity values.
 BC1421
 BC1421;                    North         East    Units  Estimated Accuracy
 BC1421;SPC FL E     -   668,669.7     146,272.3     MT  (+/- 3 meters HH1 GPS) 
 BC1421
 BC1421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4629059573(NAD 83)
 BC1421
 BC1421                          SUPERSEDED SURVEY CONTROL
 BC1421
 BC1421  NGVD 29 (09/01/92)    6.565  (m)           21.54   (f) ADJUSTED    2 1
 BC1421
 BC1421.Superseded values are not recommended for survey control.
 BC1421
 BC1421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1421.See file dsdata.pdf to determine how the superseded data were derived.
 BC1421
 BC1421_MARKER: DJ = TIDAL STATION DISK
 BC1421_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1421_STAMPING: 0244 E 1977
 BC1421_MARK LOGO: NOS
 BC1421_PROJECTION: RECESSED 6 CENTIMETERS
 BC1421_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1421+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2024
 BC1421
 BC1421  HISTORY     - Date     Condition        Report By
 BC1421  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1421  HISTORY     - 1987     MARK NOT FOUND   FLDNR
 BC1421  HISTORY     - 19920625 GOOD             FLDNR
 BC1421  HISTORY     - 20240701 GOOD             FLDEP
 BC1421
 BC1421                          STATION DESCRIPTION
 BC1421
 BC1421'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1421'JACKSONVILLE.
 BC1421'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 1.5 MILES ALONG FORT
 BC1421'CAROLINE ROAD FROM THE INTERSECTION OF MERRILL ROAD. THE MARK BEARS
 BC1421'7.5 FEET NORTH OF AN ASPHALT ROAD LEADING EAST OFF OF FORT CAROLINE
 BC1421'ROAD, 67 FEET NORTH OF THE CENTERLINE OF FORT CAROLINE ROAD. MARK IS
 BC1421'AN NOS TIDAL BENCH MARK.
 BC1421
 BC1421                          STATION RECOVERY (1987)
 BC1421
 BC1421'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1421'THE MARK WAS NOT FOUND.
 BC1421
 BC1421                          STATION RECOVERY (1992)
 BC1421
 BC1421'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC1421'THE MARK IS ON THE EAST SIDE OF JACKSONVILLE IN FRONT OF HOUSE NUMBER
 BC1421'8331 FORT CAROLINE ROAD, IN SECTION 36, T 2 S, R 27 E. TO REACH THE
 BC1421'MARK FROM THE INTERSECTION OF STATE HIGHWAY 10 (ATLANTIC BLVD) AND ST.
 BC1421'JOHNS BLUFF ROAD, ON THE EAST SIDE OF JACKSONVILLE, GO NORTH ON ST.
 BC1421'JOHNS BLUFF ROAD FOR 2.10 MI (3.38 KM) TO THE JUNCTION OF FORT
 BC1421'CAROLINE ROAD, TURN LEFT ON FORT CAROLINE ROAD AND GO WESTERLY FOR
 BC1421'0.80 MI (1.29 KM) TO THE Y JUNCTION OF MERRILL ROAD, BEAR RIGHT ON
 BC1421'FORT CAROLINE ROAD AND GO WESTERLY FOR 1.50 MI (2.41 KM) TO THE MARK
 BC1421'ON THE RIGHT SET ON THE TOP OF A COPPER CLAD STEEL ROD DRIVEN TO
 BC1421'REFUSAL AT A DEPTH OF 16.0 FT (4.9 M) AND ENCASED IN A 4-INCH PVC PIPE
 BC1421'AND CONCRETE KICKBLOCK, RECESSED 0.2 FT (6.1 CM) BELOW THE LEVEL OF
 BC1421'THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF FORT CAROLINE ROAD.
 BC1421'LOCATED 66.9 FT (20.4 M) NORTH OF THE CENTERLINE OF FORT CAROLINE
 BC1421'ROAD, 27.9 FT (8.5 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 BC1421'DRIVEWAY LEADING TO THE JOHN ROSS HOUSE, 18.0 FT (5.5 M) NORTH OF THE
 BC1421'APPROXIMATE CENTERLINE OF AN OLD ASPHALT ROAD PARALLEL TO FORT
 BC1421'CAROLINE ROAD, 7.5 FT (2.3 M) SOUTH OF A POWER POLE WITH TWO GUY WIRES
 BC1421'AND TELEPHONE CABLE BOX NUMBER S8331 ATTACHED AND 1.0 FT (0.3 M) SOUTH
 BC1421'OF A METAL WITNESS POST. NOTE  THE PVC PIPE IS NO LONGER AROUND THE
 BC1421'COPPER CLAD STEEL ROD OR THE DISK.
 BC1421
 BC1421                          STATION RECOVERY (2024)
 BC1421
 BC1421'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (DLP)
 BC1421'RECOVERED IN GOOD CONDITION.
 BC1421'
 BC1421'NOTE-THE PVC ENCASING IS BROKEN BUT STILL SOLID.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1420 ***********************************************************************
 BC1420  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1420  DESIGNATION -  872 0244 F TIDAL
 BC1420  PID         -  BC1420
 BC1420  STATE/COUNTY-  FL/DUVAL
 BC1420  COUNTRY     -  US
 BC1420  USGS QUAD   -  ARLINGTON (2018)
 BC1420
 BC1420                         *CURRENT SURVEY CONTROL
 BC1420  ______________________________________________________________________
 BC1420* NAD 83(1986) POSITION- 30 21 28.     (N) 081 32 55.     (W)   SCALED
 BC1420* NAVD 88 ORTHO HEIGHT -     9.944 (meters)       32.62  (feet) ADJUSTED
 BC1420  ______________________________________________________________________
 BC1420  GEOID HEIGHT    -        -28.391 (meters)                     GEOID18
 BC1420  DYNAMIC HEIGHT  -          9.931 (meters)       32.58  (feet) COMP
 BC1420  MODELED GRAVITY -    979,363.3   (mgal)                       NAVD 88
 BC1420
 BC1420  VERT ORDER      -  SECOND    CLASS I
 BC1420
 BC1420.The horizontal coordinates were scaled from a map and have
 BC1420.an estimated accuracy of +/- 6 seconds.
 BC1420
 BC1420.The orthometric height was determined by differential leveling and
 BC1420.adjusted by the NATIONAL GEODETIC SURVEY
 BC1420.in July 2004.
 BC1420
 BC1420.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1420.GEOID18 height accuracy estimate available here.
 BC1420
 BC1420.This Tidal Bench Mark is designated as VM 5143
 BC1420.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1420
 BC1420.Click photographs - Photos may exist for this station.
 BC1420
 BC1420.The dynamic height is computed by dividing the NAVD 88
 BC1420.geopotential number by the normal gravity value computed on the
 BC1420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1420.degrees latitude (g = 980.6199 gals.).
 BC1420
 BC1420.The modeled gravity was interpolated from observed gravity values.
 BC1420
 BC1420;                    North         East    Units  Estimated Accuracy
 BC1420;SPC FL E     -   667,650.      147,260.      MT  (+/- 180 meters Scaled)
 BC1420
 BC1420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP472585(NAD 83)
 BC1420
 BC1420                          SUPERSEDED SURVEY CONTROL
 BC1420
 BC1420  NAVD 88 (06/15/91)    9.956  (m)           32.66   (f) SUPERSEDED  2 1
 BC1420  NGVD 29 (09/01/92)   10.282  (m)           33.73   (f) ADJUSTED    2 1
 BC1420
 BC1420.Superseded values are not recommended for survey control.
 BC1420
 BC1420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1420.See file dsdata.pdf to determine how the superseded data were derived.
 BC1420
 BC1420_MARKER: DJ = TIDAL STATION DISK
 BC1420_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1420_STAMPING: 0244 F 1977
 BC1420_MARK LOGO: NOS
 BC1420_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1420_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1420_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1420+SATELLITE: SATELLITE OBSERVATIONS - June 25, 1992
 BC1420_ROD/PIPE-DEPTH: 4.9 meters
 BC1420
 BC1420  HISTORY     - Date     Condition        Report By
 BC1420  HISTORY     - 1977     MONUMENTED       NOS
 BC1420  HISTORY     - 1977     GOOD             FLDNR
 BC1420  HISTORY     - 1987     GOOD             FLDNR
 BC1420  HISTORY     - 19920625 GOOD             FLDNR
 BC1420
 BC1420                          STATION DESCRIPTION
 BC1420
 BC1420'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1420'JACKSONVILLE.
 BC1420'AT JACKSONVILLE, IN THE EAST PART OF TOWN, ABOUT 4.15 MILES WEST ALONG
 BC1420'FORT CAROLINE ROAD FROM THE INTERSECTION OF MERRILL ROAD. THE MARK
 BC1420'BEARS 24.5 FEET SOUTHWEST OF THE CENTERLINE OF FORT CAROLINE ROAD,
 BC1420'3.5 FEET EAST-NORTHEAST OF A POWER POLE, AND 24 FEET NORTHEAST OF THE
 BC1420'CORNER OF A CHAIN LINK FENCE. MARK IS AN NOS TIDAL BENCH MARK.
 BC1420
 BC1420                          STATION RECOVERY (1987)
 BC1420
 BC1420'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1420'RECOVERED AS DESCRIBED.
 BC1420
 BC1420                          STATION RECOVERY (1992)
 BC1420
 BC1420'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC1420'THE MARK IS ON THE EAST SIDE OF JACKSONVILLE IN FRONT OF BUILDING
 BC1420'NUMBER 9150 FORT CAROLINE ROAD, IN SECTION 1, T 2 S, R 27 E. TO REACH
 BC1420'THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 10 (ATLANTIC BLVD) AND
 BC1420'ST. JOHNS BLUFF ROAD, ON THE EAST SIDE OF JACKSONVILLE, GO NORTH ON
 BC1420'ST. JOHNS BLUFF ROAD FOR 2.10 MI (3.38 KM) TO THE JUNCTION OF FORT
 BC1420'CAROLINE ROAD, TURN LEFT ON FORT CAROLINE ROAD AND GO WESTERLY FOR
 BC1420'0.80 MI (1.29 KM) TO THE Y JUNCTION OF MERRILL ROAD, BEAR RIGHT ON
 BC1420'FORT CAROLINE ROAD AND GO WESTERLY FOR 0.75 MI (1.21 KM) TO THE MARK
 BC1420'ON THE LEFT SET ON THE TOP OF A COPPER CLAD STEEL ROD DRIVEN TO
 BC1420'REFUSAL AT A DEPTH OF 16.0 FT (4.9 M) AND ENCASED IN A 4-INCH PVC PIPE
 BC1420'AND CONCRETE KICKBLOCK. LOCATED 42.5 FT (13.0 M) EAST OF THE NORTHEAST
 BC1420'CORNER OF THE BLOCK BUILDING, 26.3 FT (8.0 M) SOUTHWEST OF THE
 BC1420'CENTERLINE OF FORT CAROLINE ROAD, 24.5 FT (7.5 M) NORTHEAST OF THE
 BC1420'CORNER OF THE CHAIN LINK FENCE, 17.4 FT (5.3 M) EAST OF A YELLOW FIRE
 BC1420'HYDRANT, 10.4 FT (3.2 M) NORTHEAST OF THE CONCRETE POWER POLE NUMBER
 BC1420'F65T, 3.5 FT (1.1 M) EAST-NORTHEAST OF POWER POLE NUMBER 20, 0.8 FT
 BC1420'(24.4 CM) SOUTHWEST OF A METAL WITNESS POST AND RECESSED 0.3 FT (9.1
 BC1420'CM) BELOW THE LEVEL OF THE GROUND. NOTE  THE PVC PIPE IS NO LONGER
 BC1420'AROUND THE COPPER CLAD STEEL ROD OR THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS2233 ***********************************************************************
 DS2233  DESIGNATION -  872 0244 G
 DS2233  PID         -  DS2233
 DS2233  STATE/COUNTY-  FL/DUVAL
 DS2233  COUNTRY     -  US
 DS2233  USGS QUAD   -  ARLINGTON (2018)
 DS2233
 DS2233                         *CURRENT SURVEY CONTROL
 DS2233  ______________________________________________________________________
 DS2233* NAD 83(1986) POSITION- 30 21 12.54   (N) 081 31 47.00   (W)   HD_HELD1
 DS2233* NAVD 88 ORTHO HEIGHT -     3.112 (meters)       10.21  (feet) ADJUSTED
 DS2233  ______________________________________________________________________
 DS2233  GEOID HEIGHT    -        -28.414 (meters)                     GEOID18
 DS2233  DYNAMIC HEIGHT  -          3.108 (meters)       10.20  (feet) COMP
 DS2233  MODELED GRAVITY -    979,362.3   (mgal)                       NAVD 88
 DS2233
 DS2233  VERT ORDER      -  FIRST     CLASS II
 DS2233
 DS2233.The horizontal coordinates were determined by differentially corrected
 DS2233.hand held GPS observations or other comparable positioning techniques
 DS2233.and have an estimated accuracy of +/- 3 meters.
 DS2233
 DS2233.The orthometric height was determined by differential leveling and
 DS2233.adjusted by the NATIONAL GEODETIC SURVEY
 DS2233.in January 2025.
 DS2233
 DS2233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2233.GEOID18 height accuracy estimate available here.
 DS2233
 DS2233.Click photographs - Photos may exist for this station.
 DS2233
 DS2233.The dynamic height is computed by dividing the NAVD 88
 DS2233.geopotential number by the normal gravity value computed on the
 DS2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2233.degrees latitude (g = 980.6199 gals.).
 DS2233
 DS2233.The modeled gravity was interpolated from observed gravity values.
 DS2233
 DS2233;                    North         East    Units  Estimated Accuracy
 DS2233;SPC FL E     -   667,169.8     149,073.8     MT  (+/- 3 meters HH1 GPS) 
 DS2233
 DS2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4909158074(NAD 83)
 DS2233
 DS2233                          SUPERSEDED SURVEY CONTROL
 DS2233
 DS2233.No superseded survey control is available for this station.
 DS2233
 DS2233_MARKER: F = FLANGE-ENCASED ROD
 DS2233_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS2233_STAMPING: 0244 G 2024
 DS2233_MARK LOGO: FLDEP
 DS2233_PROJECTION: RECESSED 9 CENTIMETERS
 DS2233_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS2233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2233+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2024
 DS2233_ROD/PIPE-DEPTH: 8.3 meters
 DS2233
 DS2233  HISTORY     - Date     Condition        Report By
 DS2233  HISTORY     - 20240701 MONUMENTED       FLDEP
 DS2233
 DS2233                          STATION DESCRIPTION
 DS2233
 DS2233'DESCRIBED BY FL DEPT OF ENV PRO 2024 (MAH)
 DS2233'THE MARK IS ABOUT 6.5 MI (10.5 KM) WEST-SOUTHWEST OF MAYPORT, 6.3 MI
 DS2233'(10.1 KM) SOUTHEAST OF EASTPORT AND 4.6 MI (7.4 KM) EAST-NORTHEAST OF
 DS2233'ARLINGTON.  IN SECTION 6, TOWNSHIP 2 SOUTH, RANGE 28 EAST.   TO REACH
 DS2233'THE MARK FROM THE I 295 (EAST BELTWAY) OVERPASS AND MONUMENT ROAD IN
 DS2233'JACKSONVILLE, GO NORTHEAST ON MONUMENT ROAD FOR 1.1 MI (1.8 KM) TO THE
 DS2233'INTERSECTION OF ST. JOHNS BLUFF ROAD.  TURN LEFT ON ST. JOHNS BLUFF
 DS2233'ROAD AND GO NORTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION WITH FORT
 DS2233'CAROLINE ROAD (STATE ROAD 116).  TURN LEFT ON FORT CAROLINE ROAD AND
 DS2233'GO SOUTHWEST FOR 0.4 MI (0.6 KM) TO THE MARK ON THE LEFT, IN THE GRASS
 DS2233'MEDIAN.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 27.2 FT
 DS2233'(8.3 M), RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 0.5
 DS2233'FT (15 CM) ABOVE THE LEVEL WITH FORT CAROLINE ROAD, THE DATUM POINT IS
 DS2233'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE FLDEP LOGO CAP.
 DS2233'
 DS2233'LOCATED 64.2 FT (19.6 M) NORTH-NORTHWEST OF A FIRE HYDRANT, 56.3 FT
 DS2233'(17.2 M) NORTH OF CONCRETE POWER POLE NUMBER 10440 H722, 24.8 FT (7.6
 DS2233'M) SOUTH OF THE APPROXIMATE CENTERLINE OF FORT CAROLINE ROAD WESTBOUND
 DS2233'LANES, 20.1 FT (6.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF FORT
 DS2233'CAROLINE ROAD EASTBOUND LANES AND 7.9 FT (2.4 M) SOUTH-SOUTHEAST OF A
 DS2233'CARSONITE WITNESS POST AT THE SOUTH END OF A METAL GUARD RAIL.
 DS2233'
 DS2233'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DS2233'LOGO CAP.
 DS2233'
 DS2233'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS2234 ***********************************************************************
 DS2234  DESIGNATION -  872 0244 H
 DS2234  PID         -  DS2234
 DS2234  STATE/COUNTY-  FL/DUVAL
 DS2234  COUNTRY     -  US
 DS2234  USGS QUAD   -  ARLINGTON (2018)
 DS2234
 DS2234                         *CURRENT SURVEY CONTROL
 DS2234  ______________________________________________________________________
 DS2234* NAD 83(1986) POSITION- 30 21 18.69   (N) 081 32 43.99   (W)   HD_HELD1
 DS2234* NAVD 88 ORTHO HEIGHT -     6.182 (meters)       20.28  (feet) ADJUSTED
 DS2234  ______________________________________________________________________
 DS2234  GEOID HEIGHT    -        -28.394 (meters)                     GEOID18
 DS2234  DYNAMIC HEIGHT  -          6.174 (meters)       20.26  (feet) COMP
 DS2234  MODELED GRAVITY -    979,362.9   (mgal)                       NAVD 88
 DS2234
 DS2234  VERT ORDER      -  FIRST     CLASS II
 DS2234
 DS2234.The horizontal coordinates were determined by differentially corrected
 DS2234.hand held GPS observations or other comparable positioning techniques
 DS2234.and have an estimated accuracy of +/- 3 meters.
 DS2234
 DS2234.The orthometric height was determined by differential leveling and
 DS2234.adjusted by the NATIONAL GEODETIC SURVEY
 DS2234.in January 2025.
 DS2234
 DS2234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2234.GEOID18 height accuracy estimate available here.
 DS2234
 DS2234.Click photographs - Photos may exist for this station.
 DS2234
 DS2234.The dynamic height is computed by dividing the NAVD 88
 DS2234.geopotential number by the normal gravity value computed on the
 DS2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2234.degrees latitude (g = 980.6199 gals.).
 DS2234
 DS2234.The modeled gravity was interpolated from observed gravity values.
 DS2234
 DS2234;                    North         East    Units  Estimated Accuracy
 DS2234;SPC FL E     -   667,366.4     147,552.8     MT  (+/- 3 meters HH1 GPS) 
 DS2234
 DS2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4757058270(NAD 83)
 DS2234
 DS2234                          SUPERSEDED SURVEY CONTROL
 DS2234
 DS2234.No superseded survey control is available for this station.
 DS2234
 DS2234_MARKER: F = FLANGE-ENCASED ROD
 DS2234_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS2234_STAMPING: 0244 H 2024
 DS2234_MARK LOGO: FLDEP
 DS2234_PROJECTION: RECESSED 9 CENTIMETERS
 DS2234_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS2234_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2234+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2024
 DS2234_ROD/PIPE-DEPTH: 11.1 meters
 DS2234
 DS2234  HISTORY     - Date     Condition        Report By
 DS2234  HISTORY     - 20240701 MONUMENTED       FLDEP
 DS2234
 DS2234                          STATION DESCRIPTION
 DS2234
 DS2234'DESCRIBED BY FL DEPT OF ENV PRO 2024 (MAH)
 DS2234'THE MARK IS ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF JACKSONVILLE, 5.7
 DS2234'MI (9.2 KM) SOUTHEAST OF EASTPORT AND 3.7 MI (6.0 KM) EAST-NORTHEAST
 DS2234'OF ARLINGTON.  IN SECTION 1, TOWNSHIP 2 SOUTH, RANGE 27 EAST.
 DS2234'
 DS2234'TO REACH THE MARK FROM THE I 295 (EAST BELTWAY) OVERPASS AND MERRILL
 DS2234'ROAD, GO RIGHT AT EXIT 46 FOR MERRILL ROAD (STATE ROAD 116) TO THE
 DS2234'JUNCTION OF THE EXIT RAMP AND MERRILL ROAD, GO LEFT OR EAST 0.57 MI
 DS2234'(0.92 KM) TO THE JUNCTION WITH FORT CAROLINE ROAD, GO LEFT, OR NORTH
 DS2234'ON FORT CAROLINE ROAD FOR 0.23 MI (0.37 KM) TO THE SOUTHEAST ENTRANCE
 DS2234'TO AMERICAN LEGION POST 283 BUILDING ON THE RIGHT AND THE MARK ON THE
 DS2234'RIGHT.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 36.5 FT
 DS2234'(11.1 M), RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 0.5
 DS2234'FT (15 CM) ABOVE THE LEVEL WITH FORT CAROLINE ROAD, THE DATUM POINT IS
 DS2234'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE FLDEP LOGO CAP.
 DS2234'
 DS2234'LOCATED 58.8 FT (17.9 M) NORTHEAST OF A FIRE HYDRANT, 31.3 FT (9.5 M)
 DS2234'SOUTHEAST OF THE SOUTH CORNER OF A CONCRETE STORM DRAIN, 30.5 FT (9.3
 DS2234'M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF FORT CAROLINE ROAD, 24.1
 DS2234'FT (7.3 M) NORTHWEST OF THE NORTHWESTERLY EDGE OF THE SOUTHERLY
 DS2234'CONCRETE DRIVEWAY ENTRANCE TO AMERICAN LEGION POST 283 BUILDING, 10.9
 DS2234'FT (3.3 M) WEST-NORTHWEST OF A CARSONITE WITNESS POST AND 4.5 FT (1.4
 DS2234'M) NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE SIDEWALK.
 DS2234'
 DS2234'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DS2234'LOGO CAP.
 DS2234'
 DS2234'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS2235 ***********************************************************************
 DS2235  DESIGNATION -  872 0244 J
 DS2235  PID         -  DS2235
 DS2235  STATE/COUNTY-  FL/DUVAL
 DS2235  COUNTRY     -  US
 DS2235  USGS QUAD   -  ARLINGTON (2018)
 DS2235
 DS2235                         *CURRENT SURVEY CONTROL
 DS2235  ______________________________________________________________________
 DS2235* NAD 83(1986) POSITION- 30 21 55.13   (N) 081 33 15.17   (W)   HD_HELD1
 DS2235* NAVD 88 ORTHO HEIGHT -     3.130 (meters)       10.27  (feet) ADJUSTED
 DS2235  ______________________________________________________________________
 DS2235  GEOID HEIGHT    -        -28.385 (meters)                     GEOID18
 DS2235  DYNAMIC HEIGHT  -          3.126 (meters)       10.26  (feet) COMP
 DS2235  MODELED GRAVITY -    979,364.1   (mgal)                       NAVD 88
 DS2235
 DS2235  VERT ORDER      -  FIRST     CLASS II
 DS2235
 DS2235.The horizontal coordinates were determined by differentially corrected
 DS2235.hand held GPS observations or other comparable positioning techniques
 DS2235.and have an estimated accuracy of +/- 3 meters.
 DS2235
 DS2235.The orthometric height was determined by differential leveling and
 DS2235.adjusted by the NATIONAL GEODETIC SURVEY
 DS2235.in January 2025.
 DS2235
 DS2235.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS2235.GEOID18 height accuracy estimate available here.
 DS2235
 DS2235.Click photographs - Photos may exist for this station.
 DS2235
 DS2235.The dynamic height is computed by dividing the NAVD 88
 DS2235.geopotential number by the normal gravity value computed on the
 DS2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS2235.degrees latitude (g = 980.6199 gals.).
 DS2235
 DS2235.The modeled gravity was interpolated from observed gravity values.
 DS2235
 DS2235;                    North         East    Units  Estimated Accuracy
 DS2235;SPC FL E     -   668,492.5     146,725.6     MT  (+/- 3 meters HH1 GPS) 
 DS2235
 DS2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4674359396(NAD 83)
 DS2235
 DS2235                          SUPERSEDED SURVEY CONTROL
 DS2235
 DS2235.No superseded survey control is available for this station.
 DS2235
 DS2235_MARKER: F = FLANGE-ENCASED ROD
 DS2235_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS2235_STAMPING: 0244 J 2024
 DS2235_MARK LOGO: FLDEP
 DS2235_PROJECTION: RECESSED 9 CENTIMETERS
 DS2235_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS2235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS2235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS2235+SATELLITE: SATELLITE OBSERVATIONS - July 01, 2024
 DS2235_ROD/PIPE-DEPTH: 10.8 meters
 DS2235
 DS2235  HISTORY     - Date     Condition        Report By
 DS2235  HISTORY     - 20240701 MONUMENTED       FLDEP
 DS2235
 DS2235                          STATION DESCRIPTION
 DS2235
 DS2235'DESCRIBED BY FL DEPT OF ENV PRO 2024 (MAH)
 DS2235'THE MARK IS ABOUT 6.5 MI (10.5 KM) EAST-NORTHEAST OF JACKSONVILLE, 4.8
 DS2235'MI (7.7 KM) SOUTHEAST OF EASTPORT AND 3.6 MI (5.8 KM) NORTHEAST OF
 DS2235'ARLINGTON.  IN SECTION 1, TOWNSHIP 2 SOUTH, RANGE 27 EAST.
 DS2235'
 DS2235'TO REACH THE MARK FROM THE CENTERLINE INTERSECTION OF I 295 (EAST
 DS2235'BELTWAY) AND OVERPASS OF FORT CAROLINE ROAD, GO NORTHWEST ON FORT
 DS2235'CAROLINE ROAD FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF WINDSONG PLACE ON
 DS2235'THE RIGHT.  TURN RIGHT FOR 0.17 MI (0.27 KM) AND THE MARK ON THE LEFT.
 DS2235'A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 35.5 FT (10.8
 DS2235'M), RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT
 DS2235'(0.3 M) ABOVE THE LEVEL WITH WINDSONG PLACE, THE DATUM POINT IS
 DS2235'RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE FLDEP LOGO CAP.
 DS2235'
 DS2235'LOCATED 52.7 FT (16.1 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF A
 DS2235'DRIVEWAY LOCATED AT 3652 WINDSONG PLACE, 29.3 W OF A LONE STANDING 2
 DS2235'FT (0.6 M) IN DIAMETER PALM TREE, 28.1 FT (8.6 M) SOUTHWEST OF THE
 DS2235'APPROXIMATE CENTERLINE OF WINDSONG PLACE, 12.8 FT (3.9 M) NORTH OF THE
 DS2235'NORTH CORNER OF A 3X4 FT (0.9 M) CONCRETE STORM DRAIN, 7.7 FT (2.3 M)
 DS2235'SOUTH-SOUTHEAST OF WOODEN POWER POLE NUMBER 3654 WITH A TRANSFORMER
 DS2235'ATTACHED.
 DS2235'
 DS2235'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DS2235'LOGO CAP.
 DS2235'
 DS2235'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1419 ***********************************************************************
 BC1419  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1419  DESIGNATION -  872 0244 TIDAL 4
 BC1419  PID         -  BC1419
 BC1419  STATE/COUNTY-  FL/DUVAL
 BC1419  COUNTRY     -  US
 BC1419  USGS QUAD   -  ARLINGTON (2018)
 BC1419
 BC1419                         *CURRENT SURVEY CONTROL
 BC1419  ______________________________________________________________________
 BC1419* NAD 83(1986) POSITION- 30 21 27.     (N) 081 32 31.     (W)   SCALED
 BC1419* NAVD 88 ORTHO HEIGHT -     7.041 (meters)       23.10  (feet) ADJUSTED
 BC1419  ______________________________________________________________________
 BC1419  GEOID HEIGHT    -        -28.400 (meters)                     GEOID18
 BC1419  DYNAMIC HEIGHT  -          7.032 (meters)       23.07  (feet) COMP
 BC1419  MODELED GRAVITY -    979,363.0   (mgal)                       NAVD 88
 BC1419
 BC1419  VERT ORDER      -  SECOND    CLASS I
 BC1419
 BC1419.The horizontal coordinates were scaled from a map and have
 BC1419.an estimated accuracy of +/- 6 seconds.
 BC1419
 BC1419.The orthometric height was determined by differential leveling and
 BC1419.adjusted by the NATIONAL GEODETIC SURVEY
 BC1419.in June 1991.
 BC1419
 BC1419.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1419.GEOID18 height accuracy estimate available here.
 BC1419
 BC1419.This Tidal Bench Mark is designated as VM 5140
 BC1419.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1419
 BC1419.Click photographs - Photos may exist for this station.
 BC1419
 BC1419.The dynamic height is computed by dividing the NAVD 88
 BC1419.geopotential number by the normal gravity value computed on the
 BC1419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1419.degrees latitude (g = 980.6199 gals.).
 BC1419
 BC1419.The modeled gravity was interpolated from observed gravity values.
 BC1419
 BC1419;                    North         East    Units  Estimated Accuracy
 BC1419;SPC FL E     -   667,620.      147,900.      MT  (+/- 180 meters Scaled)
 BC1419
 BC1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP479585(NAD 83)
 BC1419
 BC1419                          SUPERSEDED SURVEY CONTROL
 BC1419
 BC1419  NGVD 29 (09/01/92)    7.367  (m)           24.17   (f) ADJUSTED    2 1
 BC1419
 BC1419.Superseded values are not recommended for survey control.
 BC1419
 BC1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1419.See file dsdata.pdf to determine how the superseded data were derived.
 BC1419
 BC1419_MARKER: DB = BENCH MARK DISK
 BC1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1419_STAMPING: NO 4 1952
 BC1419_MARK LOGO: CGS
 BC1419_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1419+STABILITY: SURFACE MOTION
 BC1419
 BC1419  HISTORY     - Date     Condition        Report By
 BC1419  HISTORY     - 1952     MONUMENTED       CGS
 BC1419  HISTORY     - 1977     GOOD             FLDNR
 BC1419  HISTORY     - 1987     MARK NOT FOUND   FLDNR
 BC1419  HISTORY     - 19920625 MARK NOT FOUND   FLDNR
 BC1419
 BC1419                          STATION DESCRIPTION
 BC1419
 BC1419'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1419'JACKSONVILLE.
 BC1419'TO REACH FROM THE INTERSECTION OF MERRILL ROAD AND FORT CAROLINE ROAD
 BC1419'GO WEST ON FORT CAROLINE ROAD FOR 0.1 MILES TO A PAVED ROAD LEADING
 BC1419'TO THE RIGHT, THENCE GO NORTH ALONG THIS ROAD 0.2 MILES TO ITS DEAD
 BC1419'END INTO ANOTHER PAVED ROAD, THENCE GO NORTHWEST ALONG THIS ROAD 0.1
 BC1419'MILES TO THE PROPERTY OF MISTER SAYE. THE MARK IS ON MR SAYES
 BC1419'PROPERTY, ON SOUTH SHORE OF MILL COVE ON TOP OF A STEEP SAND HILL, 29
 BC1419'FEET EAST OF CENTERLINE OF A PATH, 4 FEET WEST OF A WIRE FENCE, 10
 BC1419'FEET NORTHEAST OF THE NORTHEAST SIDE OF A 24 INCH OAK TREE.
 BC1419
 BC1419                          STATION RECOVERY (1987)
 BC1419
 BC1419'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1419'THE MARK WAS NOT FOUND, PRESUMED TO HAVE BEEN DESTROYED BY THE EROSION
 BC1419'OF SAND HILL.
 BC1419
 BC1419                          STATION RECOVERY (1992)
 BC1419
 BC1419'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC1419'NOTE  MEASUREMENTS WERE TAKEN BUT THE MARK WAS NOT FOUND.  THE OAK
 BC1419'TREE AND FENCE ARE NO LONGER THERE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1441 ***********************************************************************
 BC1441  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1441  DESIGNATION -  872 0267 D TIDAL
 BC1441  PID         -  BC1441
 BC1441  STATE/COUNTY-  FL/DUVAL
 BC1441  COUNTRY     -  US
 BC1441  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 BC1441
 BC1441                         *CURRENT SURVEY CONTROL
 BC1441  ______________________________________________________________________
 BC1441* NAD 83(1986) POSITION- 30 19 30.     (N) 081 26 17.     (W)   SCALED
 BC1441* NAVD 88 ORTHO HEIGHT -     0.755 (meters)        2.48  (feet) ADJUSTED
 BC1441  ______________________________________________________________________
 BC1441  GEOID HEIGHT    -        -28.524 (meters)                     GEOID18
 BC1441  DYNAMIC HEIGHT  -          0.754 (meters)        2.47  (feet) COMP
 BC1441  MODELED GRAVITY -    979,357.0   (mgal)                       NAVD 88
 BC1441
 BC1441  VERT ORDER      -  SECOND    CLASS I
 BC1441
 BC1441.The horizontal coordinates were scaled from a map and have
 BC1441.an estimated accuracy of +/- 6 seconds.
 BC1441
 BC1441.The orthometric height was determined by differential leveling and
 BC1441.adjusted by the NATIONAL GEODETIC SURVEY
 BC1441.in June 2006.
 BC1441
 BC1441.No vertical observational check was made to the station.
 BC1441
 BC1441.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1441.GEOID18 height accuracy estimate available here.
 BC1441
 BC1441.This Tidal Bench Mark is designated as VM 5152
 BC1441.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1441
 BC1441.Click photographs - Photos may exist for this station.
 BC1441
 BC1441.The dynamic height is computed by dividing the NAVD 88
 BC1441.geopotential number by the normal gravity value computed on the
 BC1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1441.degrees latitude (g = 980.6199 gals.).
 BC1441
 BC1441.The modeled gravity was interpolated from observed gravity values.
 BC1441
 BC1441;                    North         East    Units  Estimated Accuracy
 BC1441;SPC FL E     -   663,980.      157,870.      MT  (+/- 180 meters Scaled)
 BC1441
 BC1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP578548(NAD 83)
 BC1441
 BC1441                          SUPERSEDED SURVEY CONTROL
 BC1441
 BC1441  NAVD 88 (06/15/91)    0.761  (m)            2.50   (f) SUPERSEDED  2 1
 BC1441  NGVD 29 (09/01/92)    1.091  (m)            3.58   (f) ADJUSTED    2 1
 BC1441
 BC1441.Superseded values are not recommended for survey control.
 BC1441
 BC1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1441.See file dsdata.pdf to determine how the superseded data were derived.
 BC1441
 BC1441_MARKER: DJ = TIDAL STATION DISK
 BC1441_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1441_STAMPING: 0267 D
 BC1441_MARK LOGO: NOS
 BC1441_PROJECTION: RECESSED 30 CENTIMETERS
 BC1441_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1441+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 BC1441
 BC1441  HISTORY     - Date     Condition        Report By
 BC1441  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1441  HISTORY     - 1977     GOOD             FLDNR
 BC1441  HISTORY     - 1987     GOOD             FLDNR
 BC1441  HISTORY     - 19920625 MARK NOT FOUND   FLDNR
 BC1441  HISTORY     - 19930216 MARK NOT FOUND   USPSQD
 BC1441  HISTORY     - 20030408 GOOD             FLDEP
 BC1441
 BC1441                          STATION DESCRIPTION
 BC1441
 BC1441'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1441'JACKSONVILLE.
 BC1441'AT ATLANTIC BEACH, IN THE WEST PART OF TOWN, ABOUT 0.75 MILES WEST
 BC1441'ALONG HIGHWAY 10 FROM THE INTERSECTION OF HIGHWAY A1A, THENCE 0.4
 BC1441'MILES WEST ALONG THE OLD HIGHWAY, ABOUT 75 FEET NORTH OF THE NEW HIGH
 BC1441'RISE BRIDGE OVER THE INTRACOASTAL WATERWAY. THE MARK BEARS 3 FEET EAST
 BC1441'OF THE NORTHEAST CORNER OF A METAL BUILDING, 89 FEET WEST OF A 16 INCH
 BC1441'CABBAGE PALM AND 270 FEET NORTHWEST OF THE CENTERLINE OF OLD ATLANTIC
 BC1441'BOULEVARD. MARK IS AN NOS TIDAL BENCH MARK.
 BC1441
 BC1441                          STATION RECOVERY (1977)
 BC1441
 BC1441'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 BC1441'AT ATLANTIC BEACH, IN THE WEST PART OF TOWN, ABOUT 0.75 MILES WEST
 BC1441'ALONG HIGHWAY 10 FROM THE INTERSECTION OF HIGHWAY A1A, THENCE 0.4
 BC1441'MILES WEST ALONG THE OLD HIGHWAY, ABOUT 75 FEET NORTH OF THE NEW HIGH
 BC1441'RISE BRIDGE OVER THE INTRACOASTAL WATERWAY. THE MARK BEARS 3 FEET EAST
 BC1441'OF THE NORTHEAST CORNER OF A METAL BUILDING, 89 FEET WEST OF A 16 INCH
 BC1441'CABBAGE PALM AND 270 FEET NORTHWEST OF THE CENTERLINE OF OLD ATLANTIC
 BC1441'BOULEVARD. MARK IS AN NOS TIDAL BENCH MARK.
 BC1441
 BC1441                          STATION RECOVERY (1987)
 BC1441
 BC1441'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1441'RECOVERED AS DESCRIBED.
 BC1441
 BC1441                          STATION RECOVERY (1992)
 BC1441
 BC1441'RECOVERY NOTE BY FL DEPT OF NAT RES 1992 (PBM)
 BC1441'NOTE--THE WITNESS POST WAS FOUND AND MEASUREMENT WERE TAKEN.  THE MARK
 BC1441'IS PROBABLY STILL THERE, BUT UNDER A RAILROAD TIE WALKWAY.
 BC1441
 BC1441                          STATION RECOVERY (1993)
 BC1441
 BC1441'RECOVERY NOTE BY US POWER SQUADRON 1993 (HEA)
 BC1441'MARK NOT FOUND.
 BC1441
 BC1441                          STATION RECOVERY (2003)
 BC1441
 BC1441'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BSS)
 BC1441'THE MARK IS 3.7 MI NORTHWEST OF JACKSONVILLE BEACH, IN SECTION 38,
 BC1441'TOWNSHIP 2 SOUTH, RANGE 29  EAST.
 BC1441'
 BC1441'TO REACH THE MARK FROM THE JUNCTION OF ATLANTIC BOULEVARD (STATE ROAD
 BC1441'10) AND MAYPORT  ROAD (STATE ROAD A1A) ABOUT 1.0 MI SOUTHWEST OF
 BC1441'ATLANTIC BEACH, GO WEST ON ATLANTIC BOULEVARD  FOR 0.7 MI TO THE
 BC1441'JUNCTION OF AN ACCESS ROAD ON THE NORTH SIDE OF THE WESTBOUND LANES OF
 BC1441'ATLANTIC BOULEVARD, AT THE EASTERN APPROACH TO THE BRIDGE OVER PABLO
 BC1441'CREEK, TURN RIGHT ON  THE ACCESS ROAD (OLD ATLANTIC BOULEVARD) AND GO
 BC1441'WEST FOR 0.4 MI TO AN 18.0 FT WIDE CONCRETE  DRIVEWAY ON THE NORTH
 BC1441'SIDE OF THE ROAD AT THE ABANDONED JOHNSONS FISH CAMP, TURN RIGHT ON
 BC1441'THE DRIVEWAY AND GO 0.05 MI TO THE MARK ON THE LEFT, A NOS DISK
 BC1441'CRIMPED TO A ROD DRIVEN INTO THE  GROUND ENCASED IN A 4-INCH PVC PIPE
 BC1441'INSIDE OF A CONCRETE KICKBLOCK, RECESSED 1.0 FT BELOW THE  LEVEL OF
 BC1441'THE GROUND.
 BC1441'
 BC1441'LOCATED 257.0 FT NORTH-NORTHEAST OF THE CENTERLINE OF THE ACCESS ROAD
 BC1441'AT ITS INTERSECTION WITH  THE CENTER OF THE CONCRETE DRIVEWAY, 85.0 FT
 BC1441'NORTHWEST OF THE NORTHERNMOST TREE OF A FOUR  PALM TREE CLUSTER, 80.0
 BC1441'FT WEST-SOUTHWEST OF A 16-INCH CABBAGE PALM TREE, 28.5 FT SOUTH OF THE
 BC1441'CENTER OF AN OLD 35.0 FT WIDE CONCRETE BOAT RAMP, 3.0 FT EAST OF THE
 BC1441'NORTHEAST CORNER OF A ONE  STORY METAL BUILDING AND 1.5 FT EAST OF A
 BC1441'METAL WITNESS POST.
 BC1441'
 BC1441'NOTE THE MARK IS PARTIALLY COVERED BY A RAILROAD TIE ON THE SOUTH SIDE
 BC1441'OF A WALKWAY ALONG THE  NORTH SIDE OF THE BUILDING.
 BC1441'
 BC1441'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH9475 ***********************************************************************
 DH9475  TIDAL BM    -  This is a Tidal Bench Mark.
 DH9475  DESIGNATION -  872 0267 E TIDAL
 DH9475  PID         -  DH9475
 DH9475  STATE/COUNTY-  FL/DUVAL
 DH9475  COUNTRY     -  US
 DH9475  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 DH9475
 DH9475                         *CURRENT SURVEY CONTROL
 DH9475  ______________________________________________________________________
 DH9475* NAD 83(1986) POSITION- 30 19 28.73   (N) 081 25 56.85   (W)   HD_HELD1
 DH9475* NAVD 88 ORTHO HEIGHT -     1.450 (meters)        4.76  (feet) ADJUSTED
 DH9475  ______________________________________________________________________
 DH9475  GEOID HEIGHT    -        -28.531 (meters)                     GEOID18
 DH9475  DYNAMIC HEIGHT  -          1.448 (meters)        4.75  (feet) COMP
 DH9475  MODELED GRAVITY -    979,357.1   (mgal)                       NAVD 88
 DH9475
 DH9475  VERT ORDER      -  SECOND    CLASS I
 DH9475
 DH9475.The horizontal coordinates were determined by differentially corrected
 DH9475.hand held GPS observations or other comparable positioning techniques
 DH9475.and have an estimated accuracy of +/- 3 meters.
 DH9475
 DH9475.The orthometric height was determined by differential leveling and
 DH9475.adjusted by the NATIONAL GEODETIC SURVEY
 DH9475.in June 2006.
 DH9475
 DH9475.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9475.GEOID18 height accuracy estimate available here.
 DH9475
 DH9475.This Tidal Bench Mark is designated as VM 19314
 DH9475.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DH9475
 DH9475.Click photographs - Photos may exist for this station.
 DH9475
 DH9475.The dynamic height is computed by dividing the NAVD 88
 DH9475.geopotential number by the normal gravity value computed on the
 DH9475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9475.degrees latitude (g = 980.6199 gals.).
 DH9475
 DH9475.The modeled gravity was interpolated from observed gravity values.
 DH9475
 DH9475;                    North         East    Units  Estimated Accuracy
 DH9475;SPC FL E     -   663,933.6     158,412.4     MT  (+/- 3 meters HH1 GPS) 
 DH9475
 DH9475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5842654839(NAD 83)
 DH9475
 DH9475                          SUPERSEDED SURVEY CONTROL
 DH9475
 DH9475.No superseded survey control is available for this station.
 DH9475
 DH9475_MARKER: F = FLANGE-ENCASED ROD
 DH9475_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH9475_STAMPING: 0267 E 2004
 DH9475_MARK LOGO: FLDEP
 DH9475_PROJECTION: RECESSED 3 CENTIMETERS
 DH9475_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9475_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH9475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9475+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 DH9475_ROD/PIPE-DEPTH: 18.3 meters
 DH9475
 DH9475  HISTORY     - Date     Condition        Report By
 DH9475  HISTORY     - 20040418 MONUMENTED       FLDEP
 DH9475
 DH9475                          STATION DESCRIPTION
 DH9475
 DH9475'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9475'THE MARK IS 3.4 MI NORTHWEST OF JACKSONVILLE BEACH, IN SECTION 38,
 DH9475'TOWNSHIP 2 SOUTH, RANGE 29  EAST.
 DH9475'
 DH9475'TO REACH THE MARK FROM THE INTERSECTION OF ATLANTIC BOULEVARD (STATE
 DH9475'ROAD 10) AND MAYPORT  ROAD (STATE ROAD A1A) ABOUT 1.0 MI SOUTHWEST OF
 DH9475'ATLANTIC BEACH, GO WEST ON ATLANTIC BOULEVARD  FOR 0.7 MI TO THE
 DH9475'JUNCTION OF AN ACCESS ROAD ON THE NORTH SIDE OF THE WESTBOUND LANES OF
 DH9475'ATLANTIC BOULEVARD, AT THE EASTERN APPROACH TO THE BRIDGE OVER PABLO
 DH9475'CREEK, TURN RIGHT ON  THE ACCESS ROAD (OLD ATLANTIC BOULEVARD) AND GO
 DH9475'WEST FOR 150.0 FT TO THE MARK ON THE RIGHT, A  STAINLESS STEEL ROD
 DH9475'DRIVEN TO REFUSAL AT A DEPTH OF 60.0 FT WITH A NGS LOGO CAP RECESSED
 DH9475'0.1 FT  BELOW THE LEVEL OF THE GROUND ABOUT LEVEL WITH THE ROAD, THE
 DH9475'DATUM POINT IS RECESSED 0.1 FT  BELOW THE LEVEL OF THE NGS LOGO CAP.
 DH9475'
 DH9475'LOCATED 41.5 FT EAST OF CONCRETE LIGHT POLE NO. 15001, 24.0 FT NORTH
 DH9475'OF THE CENTERLINE OF THE  ACCESS ROAD, 3.7 FT NORTHEAST OF THE EAST
 DH9475'END OF A STEEL GUARDRAIL AND 1.5 FT SOUTH OF A  CARSONITE WITNESS
 DH9475'POST.
 DH9475'
 DH9475'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DH9475'
 DH9475'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH9472 ***********************************************************************
 DH9472  TIDAL BM    -  This is a Tidal Bench Mark.
 DH9472  DESIGNATION -  872 0267 F TIDAL
 DH9472  PID         -  DH9472
 DH9472  STATE/COUNTY-  FL/DUVAL
 DH9472  COUNTRY     -  US
 DH9472  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 DH9472
 DH9472                         *CURRENT SURVEY CONTROL
 DH9472  ______________________________________________________________________
 DH9472* NAD 83(1986) POSITION- 30 19 28.     (N) 081 25 59.     (W)   SCALED
 DH9472* NAVD 88 ORTHO HEIGHT -     1.657 (meters)        5.44  (feet) ADJUSTED
 DH9472  ______________________________________________________________________
 DH9472  GEOID HEIGHT    -        -28.530 (meters)                     GEOID18
 DH9472  DYNAMIC HEIGHT  -          1.655 (meters)        5.43  (feet) COMP
 DH9472  MODELED GRAVITY -    979,357.0   (mgal)                       NAVD 88
 DH9472
 DH9472  VERT ORDER      -  SECOND    CLASS I
 DH9472
 DH9472.The horizontal coordinates were scaled from a map and have
 DH9472.an estimated accuracy of +/- 6 seconds.
 DH9472
 DH9472.The orthometric height was determined by differential leveling and
 DH9472.adjusted by the NATIONAL GEODETIC SURVEY
 DH9472.in June 2006.
 DH9472
 DH9472.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9472.GEOID18 height accuracy estimate available here.
 DH9472
 DH9472.This Tidal Bench Mark is designated as VM 19315
 DH9472.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DH9472
 DH9472.Click photographs - Photos may exist for this station.
 DH9472
 DH9472.The dynamic height is computed by dividing the NAVD 88
 DH9472.geopotential number by the normal gravity value computed on the
 DH9472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9472.degrees latitude (g = 980.6199 gals.).
 DH9472
 DH9472.The modeled gravity was interpolated from observed gravity values.
 DH9472
 DH9472;                    North         East    Units  Estimated Accuracy
 DH9472;SPC FL E     -   663,910.      158,360.      MT  (+/- 180 meters Scaled)
 DH9472
 DH9472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP583548(NAD 83)
 DH9472
 DH9472                          SUPERSEDED SURVEY CONTROL
 DH9472
 DH9472.No superseded survey control is available for this station.
 DH9472
 DH9472_MARKER: DD = SURVEY DISK
 DH9472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9472_STAMPING: 0267 F 2004
 DH9472_MARK LOGO: FLDEP
 DH9472_PROJECTION: RECESSED 8 CENTIMETERS
 DH9472_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9472+STABILITY: SURFACE MOTION
 DH9472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9472+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 DH9472
 DH9472  HISTORY     - Date     Condition        Report By
 DH9472  HISTORY     - 20040418 MONUMENTED       FLDEP
 DH9472
 DH9472                          STATION DESCRIPTION
 DH9472
 DH9472'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9472'THE MARK IS 3.5 MI NORTHWEST OF JACKSONVILLE BEACH, IN SECTION 38,
 DH9472'TOWNSHIP 2 SOUTH, RANGE 29  EAST.
 DH9472'
 DH9472'TO REACH THE MARK FROM THE INTERSECTION OF ATLANTIC BOULEVARD (STATE
 DH9472'ROAD 10) AND MAYPORT  ROAD (STATE ROAD A1A) ABOUT 1.0 MI SOUTHWEST OF
 DH9472'ATLANTIC BEACH, GO WEST ON ATLANTIC BOULEVARD  FOR 0.7 MI TO THE
 DH9472'JUNCTION OF AN ACCESS ROAD ON THE NORTH SIDE OF THE WESTBOUND LANES OF
 DH9472'ATLANTIC BOULEVARD, AT THE EASTERN APPROACH TO THE BRIDGE OVER PABLO
 DH9472'CREEK, TURN RIGHT ON  THE ACCESS ROAD (OLD ATLANTIC BOULEVARD) AND GO
 DH9472'WEST FOR 370.0 FT TO THE MARK ON THE LEFT, NEAR  THE NORTHWEST CORNER
 DH9472'OF THE CONCRETE RETAINING WALL AT THE EAST END OF THE ATLANTIC
 DH9472'BOULEVARD WESTBOUND BRIDGE, SET IN THE TOP OF A ROUND CONCRETE
 DH9472'MONUMENT RECESSED 0.3 FT  BELOW THE LEVEL OF THE GROUND AND ABOUT
 DH9472'LEVEL WITH THE ROAD.
 DH9472'
 DH9472'LOCATED 75.6 FT SOUTHEAST OF CONCRETE LIGHT POLE NO. 14089, 30.0 FT
 DH9472'SOUTH OF THE CENTERLINE OF THE  ACCESS ROAD, 17.4 FT NORTHEAST OF THE
 DH9472'NORTHWEST CORNER OF THE CONCRETE RETAINING WALL, 4.5 FT  NORTH OF THE
 DH9472'NORTH SIDE OF THE RETAINING WALL AND 1.5 FT NORTH OF A CARSONITE
 DH9472'WITNESS POST.
 DH9472'
 DH9472'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH9474 ***********************************************************************
 DH9474  TIDAL BM    -  This is a Tidal Bench Mark.
 DH9474  DESIGNATION -  872 0267 G TIDAL
 DH9474  PID         -  DH9474
 DH9474  STATE/COUNTY-  FL/DUVAL
 DH9474  COUNTRY     -  US
 DH9474  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 DH9474
 DH9474                         *CURRENT SURVEY CONTROL
 DH9474  ______________________________________________________________________
 DH9474* NAD 83(1986) POSITION- 30 19 28.     (N) 081 26 01.     (W)   SCALED
 DH9474* NAVD 88 ORTHO HEIGHT -     1.076 (meters)        3.53  (feet) ADJUSTED
 DH9474  ______________________________________________________________________
 DH9474  GEOID HEIGHT    -        -28.529 (meters)                     GEOID18
 DH9474  DYNAMIC HEIGHT  -          1.074 (meters)        3.52  (feet) COMP
 DH9474  MODELED GRAVITY -    979,357.0   (mgal)                       NAVD 88
 DH9474
 DH9474  VERT ORDER      -  SECOND    CLASS I
 DH9474
 DH9474.The horizontal coordinates were scaled from a map and have
 DH9474.an estimated accuracy of +/- 6 seconds.
 DH9474
 DH9474.The orthometric height was determined by differential leveling and
 DH9474.adjusted by the NATIONAL GEODETIC SURVEY
 DH9474.in June 2006.
 DH9474
 DH9474.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9474.GEOID18 height accuracy estimate available here.
 DH9474
 DH9474.This Tidal Bench Mark is designated as VM 19316
 DH9474.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DH9474
 DH9474.Click photographs - Photos may exist for this station.
 DH9474
 DH9474.The dynamic height is computed by dividing the NAVD 88
 DH9474.geopotential number by the normal gravity value computed on the
 DH9474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9474.degrees latitude (g = 980.6199 gals.).
 DH9474
 DH9474.The modeled gravity was interpolated from observed gravity values.
 DH9474
 DH9474;                    North         East    Units  Estimated Accuracy
 DH9474;SPC FL E     -   663,910.      158,300.      MT  (+/- 180 meters Scaled)
 DH9474
 DH9474_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP583548(NAD 83)
 DH9474
 DH9474                          SUPERSEDED SURVEY CONTROL
 DH9474
 DH9474.No superseded survey control is available for this station.
 DH9474
 DH9474_MARKER: DD = SURVEY DISK
 DH9474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9474_STAMPING: 0267 G 2004
 DH9474_MARK LOGO: FLDEP
 DH9474_PROJECTION: RECESSED 8 CENTIMETERS
 DH9474_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9474+STABILITY: SURFACE MOTION
 DH9474_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9474+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 DH9474
 DH9474  HISTORY     - Date     Condition        Report By
 DH9474  HISTORY     - 20040418 MONUMENTED       FLDEP
 DH9474
 DH9474                          STATION DESCRIPTION
 DH9474
 DH9474'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9474'THE MARK IS 3.5 MI NORTHWEST OF JACKSONVILLE BEACH, IN SECTION 38,
 DH9474'TOWNSHIP 2 SOUTH, RANGE 29  EAST.
 DH9474'
 DH9474'TO REACH THE MARK FROM THE INTERSECTION OF ATLANTIC BOULEVARD (STATE
 DH9474'ROAD 10) AND MAYPORT  ROAD (STATE ROAD A1A) ABOUT 1.0 MI SOUTHWEST OF
 DH9474'ATLANTIC BEACH, GO WEST ON ATLANTIC BOULEVARD  FOR 0.7 MI TO THE
 DH9474'JUNCTION OF AN ACCESS ROAD ON THE NORTH SIDE OF THE WESTBOUND LANES OF
 DH9474'ATLANTIC BOULEVARD, AT THE EASTERN APPROACH TO THE BRIDGE OVER PABLO
 DH9474'CREEK, TURN RIGHT ON  THE ACCESS ROAD (OLD ATLANTIC BOULEVARD) AND GO
 DH9474'WEST FOR 0.15 MI TO THE MARK ON THE LEFT, NEAR  THE FIRST BRIDGE PIER
 DH9474'FROM THE EAST END OF THE ATLANTIC BOULEVARD WESTBOUND BRIDGE, SET IN
 DH9474'THE  TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT BELOW THE LEVEL
 DH9474'OF THE GROUND AND ABOUT  LEVEL WITH THE ROAD.
 DH9474'
 DH9474'LOCATED 119.8 FT SOUTHWEST OF CONCRETE LIGHT POLE NO. 14081, 35.4 FT
 DH9474'NORTHWEST OF THE FIRST  BRIDGE PIER BASE WEST OF THE EAST END OF THE
 DH9474'BRIDGE, 32.0 FT SOUTH OF THE CENTERLINE OF THE  ACCESS ROAD, 10. 4 FT
 DH9474'NORTH OF THE NORTH SIDE OF AN OLD 6.0 FT DIAMETER CONCRETE BASE AND
 DH9474'1.5 FT  NORTH OF A CARSONITE WITNESS POST.
 DH9474'
 DH9474'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH9473 ***********************************************************************
 DH9473  TIDAL BM    -  This is a Tidal Bench Mark.
 DH9473  DESIGNATION -  872 0267 H TIDAL
 DH9473  PID         -  DH9473
 DH9473  STATE/COUNTY-  FL/DUVAL
 DH9473  COUNTRY     -  US
 DH9473  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 DH9473
 DH9473                         *CURRENT SURVEY CONTROL
 DH9473  ______________________________________________________________________
 DH9473* NAD 83(1986) POSITION- 30 19 28.     (N) 081 26 06.     (W)   SCALED
 DH9473* NAVD 88 ORTHO HEIGHT -     1.312 (meters)        4.30  (feet) ADJUSTED
 DH9473  ______________________________________________________________________
 DH9473  GEOID HEIGHT    -        -28.528 (meters)                     GEOID18
 DH9473  DYNAMIC HEIGHT  -          1.310 (meters)        4.30  (feet) COMP
 DH9473  MODELED GRAVITY -    979,357.0   (mgal)                       NAVD 88
 DH9473
 DH9473  VERT ORDER      -  SECOND    CLASS I
 DH9473
 DH9473.The horizontal coordinates were scaled from a map and have
 DH9473.an estimated accuracy of +/- 6 seconds.
 DH9473
 DH9473.The orthometric height was determined by differential leveling and
 DH9473.adjusted by the NATIONAL GEODETIC SURVEY
 DH9473.in June 2006.
 DH9473
 DH9473.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9473.GEOID18 height accuracy estimate available here.
 DH9473
 DH9473.This Tidal Bench Mark is designated as VM 19317
 DH9473.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DH9473
 DH9473.Click photographs - Photos may exist for this station.
 DH9473
 DH9473.The dynamic height is computed by dividing the NAVD 88
 DH9473.geopotential number by the normal gravity value computed on the
 DH9473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9473.degrees latitude (g = 980.6199 gals.).
 DH9473
 DH9473.The modeled gravity was interpolated from observed gravity values.
 DH9473
 DH9473;                    North         East    Units  Estimated Accuracy
 DH9473;SPC FL E     -   663,910.      158,170.      MT  (+/- 180 meters Scaled)
 DH9473
 DH9473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP581548(NAD 83)
 DH9473
 DH9473                          SUPERSEDED SURVEY CONTROL
 DH9473
 DH9473.No superseded survey control is available for this station.
 DH9473
 DH9473_MARKER: DD = SURVEY DISK
 DH9473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH9473_STAMPING: 0267 H 2004
 DH9473_MARK LOGO: FLDEP
 DH9473_PROJECTION: FLUSH
 DH9473_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DH9473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9473+STABILITY: SURFACE MOTION
 DH9473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH9473+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2004
 DH9473
 DH9473  HISTORY     - Date     Condition        Report By
 DH9473  HISTORY     - 20040418 MONUMENTED       FLDEP
 DH9473
 DH9473                          STATION DESCRIPTION
 DH9473
 DH9473'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DH9473'THE MARK IS 3.6 MI NORTHWEST OF JACKSONVILLE BEACH, IN SECTION 38,
 DH9473'TOWNSHIP 2 SOUTH, RANGE 29  EAST.
 DH9473'
 DH9473'TO REACH THE MARK FROM THE INTERSECTION OF ATLANTIC BOULEVARD (STATE
 DH9473'ROAD 10) AND MAYPORT  ROAD (STATE ROAD A1A) ABOUT 1.0 MI SOUTHWEST OF
 DH9473'ATLANTIC BEACH, GO WEST ON ATLANTIC BOULEVARD  FOR 0.7 MI TO THE
 DH9473'JUNCTION OF AN ACCESS ROAD ON THE NORTH SIDE OF THE WESTBOUND LANES OF
 DH9473'ATLANTIC BOULEVARD, AT THE EASTERN APPROACH TO THE BRIDGE OVER PABLO
 DH9473'CREEK, TURN RIGHT ON  THE ACCESS ROAD (OLD ATLANTIC BOULEVARD) AND GO
 DH9473'WEST FOR 0.2 MI TO THE MARK ON THE LEFT, NEAR  THE FOURTH BRIDGE PIER
 DH9473'FROM THE EAST END OF THE ATLANTIC BOULEVARD WESTBOUND BRIDGE, SET IN
 DH9473'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT
 DH9473'LEVEL WITH THE ROAD.
 DH9473'
 DH9473'LOCATED 54.1 FT SOUTHEAST OF CONCRETE LIGHT POLE NO. 14061, 31.0 FT
 DH9473'SOUTH OF THE CENTERLINE OF THE  ACCESS ROAD, 11.5 FT NORTH OF THE
 DH9473'NORTHEAST CORNER OF THE BRIDGE PIER BASE, 4.0 FT WEST OF THE  WEST
 DH9473'SIDE OF AN OLD 6.0 FT DIAMETER CONCRETE BASE AND 1.5 FT NORTH OF A
 DH9473'CARSONITE WITNESS POST.
 DH9473'
 DH9473'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2448 ***********************************************************************
 BC2448  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2448  DESIGNATION -  872 0268 A TIDAL
 BC2448  PID         -  BC2448
 BC2448  STATE/COUNTY-  FL/DUVAL
 BC2448  COUNTRY     -  US
 BC2448  USGS QUAD   -  JACKSONVILLE (2018)
 BC2448
 BC2448                         *CURRENT SURVEY CONTROL
 BC2448  ______________________________________________________________________
 BC2448* NAD 83(1986) POSITION- 30 19 24.98   (N) 081 39 54.00   (W)   HD_HELD1
 BC2448* NAVD 88 ORTHO HEIGHT -     1.557 (meters)        5.11  (feet) ADJUSTED
 BC2448  ______________________________________________________________________
 BC2448  GEOID HEIGHT    -        -28.259 (meters)                     GEOID18
 BC2448  DYNAMIC HEIGHT  -          1.555 (meters)        5.10  (feet) COMP
 BC2448  MODELED GRAVITY -    979,363.1   (mgal)                       NAVD 88
 BC2448
 BC2448  VERT ORDER      -  SECOND    CLASS I
 BC2448
 BC2448.The horizontal coordinates were determined by differentially corrected
 BC2448.hand held GPS observations or other comparable positioning techniques
 BC2448.and have an estimated accuracy of +/- 3 meters.
 BC2448
 BC2448.The orthometric height was determined by differential leveling and
 BC2448.adjusted by the NATIONAL GEODETIC SURVEY
 BC2448.in September 2006.
 BC2448
 BC2448.No vertical observational check was made to the station.
 BC2448
 BC2448.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2448.GEOID18 height accuracy estimate available here.
 BC2448
 BC2448.This Tidal Bench Mark is designated as VM 5157
 BC2448.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2448
 BC2448.Click photographs - Photos may exist for this station.
 BC2448
 BC2448.The dynamic height is computed by dividing the NAVD 88
 BC2448.geopotential number by the normal gravity value computed on the
 BC2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2448.degrees latitude (g = 980.6199 gals.).
 BC2448
 BC2448.The modeled gravity was interpolated from observed gravity values.
 BC2448
 BC2448;                    North         East    Units  Estimated Accuracy
 BC2448;SPC FL E     -   663,926.2     136,048.9     MT  (+/- 3 meters HH1 GPS) 
 BC2448
 BC2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3607054831(NAD 83)
 BC2448
 BC2448                          SUPERSEDED SURVEY CONTROL
 BC2448
 BC2448  NAVD 88 (??/??/92)    1.560  (m)            5.12   (f) SUPERSEDED  3 0
 BC2448  NGVD 29 (09/01/92)    1.888  (m)            6.19   (f) ADJUSTED    2 1
 BC2448
 BC2448.Superseded values are not recommended for survey control.
 BC2448
 BC2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2448.See file dsdata.pdf to determine how the superseded data were derived.
 BC2448
 BC2448_MARKER: DJ = TIDAL STATION DISK
 BC2448_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC2448_SP_SET: SEAWALL
 BC2448_STAMPING: 0268 A 1978
 BC2448_MARK LOGO: NOS
 BC2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2448+STABILITY: SURFACE MOTION
 BC2448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2448+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2020
 BC2448
 BC2448  HISTORY     - Date     Condition        Report By
 BC2448  HISTORY     - 1978     MONUMENTED       NOS
 BC2448  HISTORY     - 1985     GOOD             FLDNR
 BC2448  HISTORY     - 20200107 GOOD             MCSRVY
 BC2448
 BC2448                          STATION DESCRIPTION
 BC2448
 BC2448'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2448'IN JACKSONVILLE.
 BC2448'BEGIN AT THE INTERSECTION OF THE NORTH END OF THE ACOSTA BRIDGE WITH
 BC2448'BROAD STREET AND THE LOCATION OF THE MARK.  THE MARK IS SET IN THE
 BC2448'CONCRETE SEAWALL ADJACENT TO THE SEABOARD COAST LINE RAILROAD
 BC2448'BUILDING AND BEARS 4 FEET EAST OF THE WESTERNMOST PAIR OF LARGE IRON
 BC2448'CLEATS IN THE CONCRETE SEAWALL ON THE NORTH SIDE OF THE ST. JOHNS
 BC2448'RIVER, AND 300 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE SEABOARD
 BC2448'COAST LINE RAILROAD BUILDING.
 BC2448
 BC2448                          STATION RECOVERY (2020)
 BC2448
 BC2448'RECOVERY NOTE BY MACSURVEY INC 2020 (CPM)
 BC2448'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2447 ***********************************************************************
 BC2447  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2447  DESIGNATION -  872 0268 B TIDAL
 BC2447  PID         -  BC2447
 BC2447  STATE/COUNTY-  FL/DUVAL
 BC2447  COUNTRY     -  US
 BC2447  USGS QUAD   -  JACKSONVILLE (2018)
 BC2447
 BC2447                         *CURRENT SURVEY CONTROL
 BC2447  ______________________________________________________________________
 BC2447* NAD 83(1986) POSITION- 30 19 28.     (N) 081 39 57.     (W)   SCALED
 BC2447* NAVD 88 ORTHO HEIGHT -     1.829 (meters)        6.00  (feet) ADJUSTED
 BC2447  ______________________________________________________________________
 BC2447  GEOID HEIGHT    -        -28.258 (meters)                     GEOID18
 BC2447  DYNAMIC HEIGHT  -          1.826 (meters)        5.99  (feet) COMP
 BC2447  MODELED GRAVITY -    979,363.2   (mgal)                       NAVD 88
 BC2447
 BC2447  VERT ORDER      -  SECOND    CLASS I
 BC2447
 BC2447.The horizontal coordinates were scaled from a map and have
 BC2447.an estimated accuracy of +/- 6 seconds.
 BC2447
 BC2447.The orthometric height was determined by differential leveling and
 BC2447.adjusted by the NATIONAL GEODETIC SURVEY
 BC2447.in September 2006.
 BC2447
 BC2447.No vertical observational check was made to the station.
 BC2447
 BC2447.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2447.GEOID18 height accuracy estimate available here.
 BC2447
 BC2447.This Tidal Bench Mark is designated as VM 5158
 BC2447.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2447
 BC2447.Click photographs - Photos may exist for this station.
 BC2447
 BC2447.The dynamic height is computed by dividing the NAVD 88
 BC2447.geopotential number by the normal gravity value computed on the
 BC2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2447.degrees latitude (g = 980.6199 gals.).
 BC2447
 BC2447.The modeled gravity was interpolated from observed gravity values.
 BC2447
 BC2447;                    North         East    Units  Estimated Accuracy
 BC2447;SPC FL E     -   664,020.      135,970.      MT  (+/- 180 meters Scaled)
 BC2447
 BC2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP359549(NAD 83)
 BC2447
 BC2447                          SUPERSEDED SURVEY CONTROL
 BC2447
 BC2447  NAVD 88 (??/??/92)    1.831  (m)            6.01   (f) SUPERSEDED  3 0
 BC2447  NGVD 29 (09/01/92)    2.160  (m)            7.09   (f) ADJUSTED    2 1
 BC2447
 BC2447.Superseded values are not recommended for survey control.
 BC2447
 BC2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2447.See file dsdata.pdf to determine how the superseded data were derived.
 BC2447
 BC2447_MARKER: DJ = TIDAL STATION DISK
 BC2447_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC2447_SP_SET: STORM DRAIN
 BC2447_STAMPING: 0268 B 1978
 BC2447_MARK LOGO: NOS
 BC2447_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC2447
 BC2447  HISTORY     - Date     Condition        Report By
 BC2447  HISTORY     - 1978     MONUMENTED       NOS
 BC2447  HISTORY     - 1985     GOOD             FLDNR
 BC2447
 BC2447                          STATION DESCRIPTION
 BC2447
 BC2447'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2447'IN JACKSONVILLE.
 BC2447'BEGIN AT THE INTERSECTION OF THE NORTH END OF THE ACOSTA BRIDGE WITH
 BC2447'BROAD STREET AND THE LOCATION OF THE MARK.  THE MARK IS SET IN A
 BC2447'STORM DRAIN IN THE PARKING LOT OF THE SEABOARD COAST LINE RAILROAD
 BC2447'BUILDING AND BEARS 48 FEET NORTHEAST OF A FENCE LINE ALONG THE WEST
 BC2447'SIDE OF THE SEABOARD COAST LINE RAILROAD PARKING LOT, 430 FEET
 BC2447'NORTHWEST OF TIDAL BENCH MARK 0268 A 1978, AND 33 FEET NORTH OF
 BC2447'PARKING SPACE 530.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0334 ***********************************************************************
 BC0334  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0334  DESIGNATION -  872 0268 TIDAL 1 RESET
 BC0334  PID         -  BC0334
 BC0334  STATE/COUNTY-  FL/DUVAL
 BC0334  COUNTRY     -  US
 BC0334  USGS QUAD   -  JACKSONVILLE (2018)
 BC0334
 BC0334                         *CURRENT SURVEY CONTROL
 BC0334  ______________________________________________________________________
 BC0334* NAD 83(1986) POSITION- 30 19 30.     (N) 081 40 00.     (W)   SCALED
 BC0334* NAVD 88 ORTHO HEIGHT -     3.442 (meters)       11.29  (feet) ADJUSTED
 BC0334  ______________________________________________________________________
 BC0334  GEOID HEIGHT    -        -28.257 (meters)                     GEOID18
 BC0334  DYNAMIC HEIGHT  -          3.437 (meters)       11.28  (feet) COMP
 BC0334  MODELED GRAVITY -    979,363.2   (mgal)                       NAVD 88
 BC0334
 BC0334  VERT ORDER      -  FIRST     CLASS II
 BC0334
 BC0334.The horizontal coordinates were scaled from a map and have
 BC0334.an estimated accuracy of +/- 6 seconds.
 BC0334
 BC0334.The orthometric height was determined by differential leveling and
 BC0334.adjusted by the NATIONAL GEODETIC SURVEY
 BC0334.in June 1991.
 BC0334
 BC0334.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0334.GEOID18 height accuracy estimate available here.
 BC0334
 BC0334.This Tidal Bench Mark is designated as VM 5155
 BC0334.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0334
 BC0334.Click photographs - Photos may exist for this station.
 BC0334
 BC0334.The dynamic height is computed by dividing the NAVD 88
 BC0334.geopotential number by the normal gravity value computed on the
 BC0334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0334.degrees latitude (g = 980.6199 gals.).
 BC0334
 BC0334.The modeled gravity was interpolated from observed gravity values.
 BC0334
 BC0334;                    North         East    Units  Estimated Accuracy
 BC0334;SPC FL E     -   664,080.      135,890.      MT  (+/- 180 meters Scaled)
 BC0334
 BC0334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP359549(NAD 83)
 BC0334
 BC0334                          SUPERSEDED SURVEY CONTROL
 BC0334
 BC0334  NGVD 29 (09/01/92)    3.773  (m)           12.38   (f) ADJUSTED    1 2
 BC0334
 BC0334.Superseded values are not recommended for survey control.
 BC0334
 BC0334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0334.See file dsdata.pdf to determine how the superseded data were derived.
 BC0334
 BC0334_MARKER: DB = BENCH MARK DISK
 BC0334_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC0334_SP_SET: PILE CAP
 BC0334_STAMPING: NO 1 1958
 BC0334_MARK LOGO: CGS
 BC0334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0334+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 BC0334
 BC0334  HISTORY     - Date     Condition        Report By
 BC0334  HISTORY     - 1958     MONUMENTED       CGS
 BC0334  HISTORY     - 1975     GOOD             NGS
 BC0334  HISTORY     - 1978     GOOD             NGS
 BC0334  HISTORY     - 1979     GOOD             NGS
 BC0334  HISTORY     - 1985     GOOD             FLDNR
 BC0334  HISTORY     - 19910506 GOOD             NGS
 BC0334
 BC0334                          STATION DESCRIPTION
 BC0334
 BC0334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 BC0334'AT JACKSONVILLE.
 BC0334'AT JACKSONVILLE, SET IN THE SOUTH CORNER OF THE CONCRETE BASE
 BC0334'OF THE FIRST PIER SOUTHEAST OF THE NORTHWEST END AND ON THE
 BC0334'NORTHEAST SIDE OF THE ACOSTA BRIDGE OVER ST. JOHNS RIVER, 6 FEET
 BC0334'WEST OF THE WEST CORNER OF THE MONTICELLO DRUG COMPANY, 164 FEET
 BC0334'NORTH-NORTHWEST OF TIDAL NO 2 AND ABOUT 3 FEET ABOVE THE SURFACE
 BC0334'OF THE GROUND.  SECTION 39, T 25, R 26 E.
 BC0334
 BC0334                          STATION RECOVERY (1978)
 BC0334
 BC0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BC0334'RECOVERED IN GOOD CONDITION.
 BC0334
 BC0334                          STATION RECOVERY (1979)
 BC0334
 BC0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BC0334'RECOVERED IN GOOD CONDITION.
 BC0334
 BC0334                          STATION RECOVERY (1985)
 BC0334
 BC0334'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0334'BEGIN AT THE INTERSECTION OF THE NORTH END OF THE ACOSTA BRIDGE WITH
 BC0334'BROAD STREET AND THE LOCATION OF THE MARK.  THE MARK IS SET IN A
 BC0334'CONCRETE BRIDGE SUPPORT COLUMN AND BEARS 159 FEET NORTHEAST OF BENCH
 BC0334'MARK NO 2 1934, 5.5 FEET NORTH OF THE NORTHWEST CORNER OF THE
 BC0334'MONTICELLO DRUG COMPANY, AND PROJECTS 2 FEET ABOVE GROUND LEVEL.
 BC0334
 BC0334                          STATION RECOVERY (1991)
 BC0334
 BC0334'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0334'IN JACKSONVILLE, AT THE INTERSECTION OF STATE HIGHWAY 13 AND THE SAINT
 BC0334'JOHNS RIVER, NEAR THE SOUTH CORNER OF THE PILE CAP OF THE FIRST PIER
 BC0334'SOUTH OF THE NORTH ABUTMENT OF THE HIGHWAY BRIDGE SPANNING THE RIVER,
 BC0334'15.7 M (51.5 FT) SOUTH OF THE NORTH ABUTMENT, AND 0.6 M (2.0 FT)
 BC0334'ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC0335 ***********************************************************************
 BC0335  TIDAL BM    -  This is a Tidal Bench Mark.
 BC0335  DESIGNATION -  872 0268 TIDAL 2
 BC0335  PID         -  BC0335
 BC0335  STATE/COUNTY-  FL/DUVAL
 BC0335  COUNTRY     -  US
 BC0335  USGS QUAD   -  JACKSONVILLE (2018)
 BC0335
 BC0335                         *CURRENT SURVEY CONTROL
 BC0335  ______________________________________________________________________
 BC0335* NAD 83(1986) POSITION- 30 19 30.     (N) 081 40 00.     (W)   SCALED
 BC0335* NAVD 88 ORTHO HEIGHT -     3.417 (meters)       11.21  (feet) ADJUSTED
 BC0335  ______________________________________________________________________
 BC0335  GEOID HEIGHT    -        -28.257 (meters)                     GEOID18
 BC0335  DYNAMIC HEIGHT  -          3.413 (meters)       11.20  (feet) COMP
 BC0335  MODELED GRAVITY -    979,363.2   (mgal)                       NAVD 88
 BC0335
 BC0335  VERT ORDER      -  FIRST     CLASS II
 BC0335
 BC0335.The horizontal coordinates were scaled from a map and have
 BC0335.an estimated accuracy of +/- 6 seconds.
 BC0335
 BC0335.The orthometric height was determined by differential leveling and
 BC0335.adjusted by the NATIONAL GEODETIC SURVEY
 BC0335.in June 1991.
 BC0335
 BC0335.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC0335.GEOID18 height accuracy estimate available here.
 BC0335
 BC0335.This Tidal Bench Mark is designated as VM 5154
 BC0335.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC0335
 BC0335.Click photographs - Photos may exist for this station.
 BC0335
 BC0335.The dynamic height is computed by dividing the NAVD 88
 BC0335.geopotential number by the normal gravity value computed on the
 BC0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC0335.degrees latitude (g = 980.6199 gals.).
 BC0335
 BC0335.The modeled gravity was interpolated from observed gravity values.
 BC0335
 BC0335;                    North         East    Units  Estimated Accuracy
 BC0335;SPC FL E     -   664,080.      135,890.      MT  (+/- 180 meters Scaled)
 BC0335
 BC0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP359549(NAD 83)
 BC0335
 BC0335                          SUPERSEDED SURVEY CONTROL
 BC0335
 BC0335  NGVD 29 (??/??/92)    3.748  (m)           12.30   (f) SUPERSEDED  1 2
 BC0335  NGVD 29 (09/01/92)    3.748  (m)           12.30   (f) ADJUSTED    1 2
 BC0335
 BC0335.Superseded values are not recommended for survey control.
 BC0335
 BC0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC0335.See file dsdata.pdf to determine how the superseded data were derived.
 BC0335
 BC0335_MARKER: DB = BENCH MARK DISK
 BC0335_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC0335_SP_SET: PILE CAP
 BC0335_STAMPING: NO 2 1934
 BC0335_MARK LOGO: CGS
 BC0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC0335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC0335+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 BC0335
 BC0335  HISTORY     - Date     Condition        Report By
 BC0335  HISTORY     - 1934     MONUMENTED       CGS
 BC0335  HISTORY     - 1954     GOOD             CGS
 BC0335  HISTORY     - 1973     GOOD             NGS
 BC0335  HISTORY     - 1978     GOOD             NGS
 BC0335  HISTORY     - 1985     GOOD             FLDNR
 BC0335  HISTORY     - 19910506 GOOD             NGS
 BC0335
 BC0335                          STATION DESCRIPTION
 BC0335
 BC0335'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 BC0335'AT JACKSONVILLE.
 BC0335'AT JACKSONVILLE, AT THE NORTH END OF ACOSTA BRIDGE OVER ST. JOHNS
 BC0335'RIVER, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE BASE
 BC0335'OF THE FOURTH PIER SOUTH OF THE NORTH END OF BRIDGE IN WEST ROW
 BC0335'OF PIER BASES, 61 FEET WEST OF SOUTHWEST CORNER OF THE MONTICELLO
 BC0335'DRUG COMPANY BUILDING (FIRST BUILDING EAST OF BRIDGE) 164 FEET
 BC0335'WEST OF TIDAL NO. 1 AND ABOUT 3 FEET ABOVE GROUND.
 BC0335
 BC0335                          STATION RECOVERY (1973)
 BC0335
 BC0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BC0335'RECOVERED IN GOOD CONDITION.
 BC0335
 BC0335                          STATION RECOVERY (1978)
 BC0335
 BC0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 BC0335'RECOVERED IN GOOD CONDITION.
 BC0335
 BC0335                          STATION RECOVERY (1985)
 BC0335
 BC0335'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 BC0335'RECOVERED IN GOOD CONDITION.
 BC0335
 BC0335                          STATION RECOVERY (1991)
 BC0335
 BC0335'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BC0335'IN JACKSONVILLE, AT THE INTERSECTION OF STATE HIGHWAY 13 AND THE SAINT
 BC0335'JOHNS RIVER, NEAR THE SOUTHEAST CORNER OF THE CONCRETE PILE CAP OF
 BC0335'THE WEST COLUMN OF THE 5TH PIER SOUTH OF THE NORTH ABUTMENT OF THE
 BC0335'HIGHWAY BRIDGE SPANNING THE RIVER, 60.0 M (196.8 FT) SOUTH OF THE
 BC0335'NORTH ABUTMENT, AND 0.6 M (2.0 FT) ABOVE THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2446 ***********************************************************************
 BC2446  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2446  DESIGNATION -  872 0268 TIDAL 3 RESET
 BC2446  PID         -  BC2446
 BC2446  STATE/COUNTY-  FL/DUVAL
 BC2446  COUNTRY     -  US
 BC2446  USGS QUAD   -  JACKSONVILLE (2018)
 BC2446
 BC2446                         *CURRENT SURVEY CONTROL
 BC2446  ______________________________________________________________________
 BC2446* NAD 83(1986) POSITION- 30 19 28.     (N) 081 39 59.     (W)   SCALED
 BC2446* NAVD 88 ORTHO HEIGHT -     3.436 (meters)       11.27  (feet) ADJUSTED
 BC2446  ______________________________________________________________________
 BC2446  GEOID HEIGHT    -        -28.258 (meters)                     GEOID18
 BC2446  DYNAMIC HEIGHT  -          3.431 (meters)       11.26  (feet) COMP
 BC2446  MODELED GRAVITY -    979,363.2   (mgal)                       NAVD 88
 BC2446
 BC2446  VERT ORDER      -  SECOND    CLASS I
 BC2446
 BC2446.The horizontal coordinates were scaled from a map and have
 BC2446.an estimated accuracy of +/- 6 seconds.
 BC2446
 BC2446.The orthometric height was determined by differential leveling and
 BC2446.adjusted by the NATIONAL GEODETIC SURVEY
 BC2446.in September 2006.
 BC2446
 BC2446.No vertical observational check was made to the station.
 BC2446
 BC2446.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2446.GEOID18 height accuracy estimate available here.
 BC2446
 BC2446.This Tidal Bench Mark is designated as VM 5156
 BC2446.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2446
 BC2446.Click photographs - Photos may exist for this station.
 BC2446
 BC2446.The dynamic height is computed by dividing the NAVD 88
 BC2446.geopotential number by the normal gravity value computed on the
 BC2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2446.degrees latitude (g = 980.6199 gals.).
 BC2446
 BC2446.The modeled gravity was interpolated from observed gravity values.
 BC2446
 BC2446;                    North         East    Units  Estimated Accuracy
 BC2446;SPC FL E     -   664,020.      135,920.      MT  (+/- 180 meters Scaled)
 BC2446
 BC2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP359549(NAD 83)
 BC2446
 BC2446                          SUPERSEDED SURVEY CONTROL
 BC2446
 BC2446  NAVD 88 (??/??/92)    3.437  (m)           11.28   (f) SUPERSEDED  3 0
 BC2446  NGVD 29 (09/01/92)    3.767  (m)           12.36   (f) ADJUSTED    2 1
 BC2446
 BC2446.Superseded values are not recommended for survey control.
 BC2446
 BC2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2446.See file dsdata.pdf to determine how the superseded data were derived.
 BC2446
 BC2446_MARKER: DB = BENCH MARK DISK
 BC2446_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BC2446_SP_SET: BRIDGE SUPPORT COLUMN
 BC2446_STAMPING: NO 3 1958
 BC2446_MARK LOGO: CGS
 BC2446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2446
 BC2446  HISTORY     - Date     Condition        Report By
 BC2446  HISTORY     - 1958     MONUMENTED       CGS
 BC2446  HISTORY     - 1985     GOOD             FLDNR
 BC2446
 BC2446                          STATION DESCRIPTION
 BC2446
 BC2446'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2446'IN JACKSONVILLE.
 BC2446'BEGIN AT THE INTERSECTION OF THE NORTH END OF THE ACOSTA BRIDGE WITH
 BC2446'BROAD STREET AND THE LOCATION OF THE MARK.  THE MARK IS SET IN THE
 BC2446'NORTHWEST CORNER OF THE SEVENTH CONCRETE BRIDGE SUPPORT COLUMN AND
 BC2446'BEARS 59 FEET EAST OF THE EASTERN TRACK OF THE SEABOARD COAST LINE
 BC2446'TRACKS, 111 FEET SOUTH OF BENCH MARK NO 2 1934, AND 4 FEET ABOVE
 BC2446'GROUND LEVEL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1397 ***********************************************************************
 BC1397  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1397  DESIGNATION -  872 0274 2
 BC1397  PID         -  BC1397
 BC1397  STATE/COUNTY-  FL/DUVAL
 BC1397  COUNTRY     -  US
 BC1397  USGS QUAD   -  ARLINGTON (2018)
 BC1397
 BC1397                         *CURRENT SURVEY CONTROL
 BC1397  ______________________________________________________________________
 BC1397* NAD 83(1986) POSITION- 30 18 53.     (N) 081 36 33.     (W)   SCALED
 BC1397* NAVD 88 ORTHO HEIGHT -     1.908 (meters)        6.26  (feet) ADJUSTED
 BC1397  ______________________________________________________________________
 BC1397  GEOID HEIGHT    -        -28.312 (meters)                     GEOID18
 BC1397  DYNAMIC HEIGHT  -          1.906 (meters)        6.25  (feet) COMP
 BC1397  MODELED GRAVITY -    979,361.0   (mgal)                       NAVD 88
 BC1397
 BC1397  VERT ORDER      -  FIRST     CLASS II
 BC1397
 BC1397.The horizontal coordinates were scaled from a map and have
 BC1397.an estimated accuracy of +/- 6 seconds.
 BC1397
 BC1397.The orthometric height was determined by differential leveling and
 BC1397.adjusted by the NATIONAL GEODETIC SURVEY
 BC1397.in January 2010.
 BC1397
 BC1397.No vertical observational check was made to the station.
 BC1397
 BC1397.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1397.GEOID18 height accuracy estimate available here.
 BC1397
 BC1397.This Tidal Bench Mark is designated as VM 10711
 BC1397.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1397
 BC1397.Click photographs - Photos may exist for this station.
 BC1397
 BC1397.The dynamic height is computed by dividing the NAVD 88
 BC1397.geopotential number by the normal gravity value computed on the
 BC1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1397.degrees latitude (g = 980.6199 gals.).
 BC1397
 BC1397.The modeled gravity was interpolated from observed gravity values.
 BC1397
 BC1397;                    North         East    Units  Estimated Accuracy
 BC1397;SPC FL E     -   662,910.      141,410.      MT  (+/- 180 meters Scaled)
 BC1397
 BC1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP414538(NAD 83)
 BC1397
 BC1397                          SUPERSEDED SURVEY CONTROL
 BC1397
 BC1397  NAVD 88 (09/22/06)    1.917  (m)            6.29   (f) SUPERSEDED  2 1
 BC1397
 BC1397.Superseded values are not recommended for survey control.
 BC1397
 BC1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1397.See file dsdata.pdf to determine how the superseded data were derived.
 BC1397
 BC1397_MARKER: DB = BENCH MARK DISK
 BC1397_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BC1397+WITH SETTING: PAVEMENT
 BC1397_SP_SET: PILLAR FOUNDATION
 BC1397_STAMPING: NO 2 1939
 BC1397_MARK LOGO: CGS
 BC1397_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1397+STABILITY: SURFACE MOTION
 BC1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1397+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 BC1397
 BC1397  HISTORY     - Date     Condition        Report By
 BC1397  HISTORY     - 1939     MONUMENTED       CGS
 BC1397  HISTORY     - 1978     GOOD             FLDNR
 BC1397  HISTORY     - 1979     GOOD             FLDNR
 BC1397  HISTORY     - 20041116 GOOD             FLDEP
 BC1397  HISTORY     - 20070523 GOOD             FLDEP
 BC1397
 BC1397                          STATION DESCRIPTION
 BC1397
 BC1397'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1397'JACKSONVILLE.
 BC1397'BEGINNING AT THE INTERSECTION OF UNIVERSITY BOULEVARD SOUTH AND U.S.
 BC1397'HIGHWAY 90, PROCEED NORTH ON UNIVERSITY BOULEVARD SOUTH FOR 1.5 MILES
 BC1397'TO ATLANTIC BOULEVARD. PROCEED ON ATLANTIC BOULEVARD IN A WESTERLY
 BC1397'DIRECTION FOR 0.4 MILES TO SAINT PAULS CHURCH AND CAMPBELL ROAD.
 BC1397'PROCEED NORTHWEST ON CAMPBELL ROAD FOR 1000 FEET TO A FORK IN THE
 BC1397'ROAD. TAKE THE LEFT FORK FOR 300 FEET. THE MARK IS SET IN A CONCRETE
 BC1397'FOUNDATION OF THE NORTHEAST BRICK PILLAR, ALONG NORTHEAST BANK OF
 BC1397'LITTLE POTTSBURG CREEK, AT SOUTHEAST ENTRANCE TO R.C. CAMPBELL
 BC1397'PROPERTY, 127.5 FEET NORTHEAST OF BENCH MARK 1, 37.5 FEET SOUTHWEST
 BC1397'OF BENCH MARK 3, 6 FEET NORTHEAST OF CENTER LINE OF ROAD AT CATTLE
 BC1397'GUARD.
 BC1397
 BC1397                          STATION RECOVERY (1979)
 BC1397
 BC1397'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1397'RECOVERED IN GOOD CONDITION.
 BC1397
 BC1397                          STATION RECOVERY (2004)
 BC1397
 BC1397'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1397'THE MARK IS AT JACKSONVILLE, IN SECTION 48, TOWNSHIP 2 SOUTH, RANGE 27
 BC1397'EAST.
 BC1397'
 BC1397'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 BC1397'ATLANTIC  BOULEVARD IN JACKSONVILLE, GO SOUTHEAST AND EAST ON ATLANTIC
 BC1397'BOULEVARD FOR 2.6 MI TO  THE JUNCTION OF CAMPBELL ROAD ON THE LEFT,
 BC1397'TURN LEFT ON CAMPBELL ROAD AND GO  NORTHWESTERLY FOR 0.2 MI TO A ROAD
 BC1397'FORK, BEAR LEFT AT THE FORK AND GO WESTERLY FOR 0.1  MI TO ITS END AND
 BC1397'THE MARK, SET IN THE SOUTHERLY SIDE OF THE FOUNDATION OF A 3.0 FT
 BC1397'SQUARE BRICK PILLAR AT THE NORTHEAST SIDE OF THE DRIVEWAY TO THE
 BC1397'RESIDENCE AT 1100  CAMPBELL ROAD.
 BC1397'
 BC1397'LOCATED 37.5 FT SOUTHWEST OF BENCH MARK NO 3, 19.0 FT SOUTH-SOUTHWEST
 BC1397'OF WOODEN  POWER POLE NO. 041753 WITH A TRANSFORMER ATTACHED AND 6.0
 BC1397'FT NORTHEAST OF THE CENTER  OF THE DRIVEWAY AS MEASURED AT THE CATTLE
 BC1397'GUARD.
 BC1397
 BC1397                          STATION RECOVERY (2007)
 BC1397
 BC1397'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC1397'THE MARK IS IN JACKSONVILLE, AT THE END OF CAMPBELL ROAD, IN SECTION
 BC1397'48, TOWNSHIP 2 SOUTH, RANGE 27 EAST.
 BC1397'
 BC1397'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 BC1397'ATLANTIC BOULEVARD (STATE HIGHWAY 10) IN JACKSONVILLE, GO SOUTHEAST
 BC1397'AND EAST ON ATLANTIC BOULEVARD (STATE HIGHWAY 10) FOR 1.8 MI (2.9 KM)
 BC1397'TO THE OVERPASS OF U.S. ALTERNATE HIGHWAY 1, CONTINUE NORTHEAST ON
 BC1397'ATLANTIC BOULEVARD (STATE HIGHWAY 10) FOR 0.8 MI (1.3 KM) TO THE
 BC1397'JUNCTION OF CAMPBELL ROAD ON THE LEFT, TURN LEFT ON CAMPBELL ROAD AND
 BC1397'GO NORTHWESTERLY FOR 0.2 MI (0.3 KM) TO A ROAD FORK, BEAR LEFT AT THE
 BC1397'FORK AND GO WESTERLY ON CAMPBELL ROAD FOR 0.1 MI (0.2 KM) TO ITS END
 BC1397'AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE SOUTHEAST SIDE
 BC1397'OF THE FOUNDATION OF A 3.0 FT (0.9 M) SQUARE BRICK PILLAR AT THE
 BC1397'NORTHEAST SIDE OF THE DRIVEWAY TO THE RESIDENCE AT 1100 CAMPBELL ROAD.
 BC1397'LOCATED 37.5 FT (11.4 M) SOUTHWEST OF A USCGS BENCH MARK DISK STAMPED
 BC1397'NO 3 1939, 19.0 FT (5.8 M) SOUTH-SOUTHWEST OF A WOODEN POWER POLE
 BC1397'NUMBER 1102-041753 WITH ONE LIGHT ATTACHED AND 6.0 FT (1.8 M)
 BC1397'NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY AT THE CATTLE
 BC1397'GUARD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1398 ***********************************************************************
 BC1398  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1398  DESIGNATION -  872 0274 3
 BC1398  PID         -  BC1398
 BC1398  STATE/COUNTY-  FL/DUVAL
 BC1398  COUNTRY     -  US
 BC1398  USGS QUAD   -  ARLINGTON (2018)
 BC1398
 BC1398                         *CURRENT SURVEY CONTROL
 BC1398  ______________________________________________________________________
 BC1398* NAD 83(1986) POSITION- 30 18 53.     (N) 081 36 31.     (W)   SCALED
 BC1398* NAVD 88 ORTHO HEIGHT -     2.159 (meters)        7.08  (feet) ADJUSTED
 BC1398  ______________________________________________________________________
 BC1398  GEOID HEIGHT    -        -28.312 (meters)                     GEOID18
 BC1398  DYNAMIC HEIGHT  -          2.156 (meters)        7.07  (feet) COMP
 BC1398  MODELED GRAVITY -    979,361.0   (mgal)                       NAVD 88
 BC1398
 BC1398  VERT ORDER      -  FIRST     CLASS II
 BC1398
 BC1398.The horizontal coordinates were scaled from a map and have
 BC1398.an estimated accuracy of +/- 6 seconds.
 BC1398
 BC1398.The orthometric height was determined by differential leveling and
 BC1398.adjusted by the NATIONAL GEODETIC SURVEY
 BC1398.in January 2010.
 BC1398
 BC1398.No vertical observational check was made to the station.
 BC1398
 BC1398.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1398.GEOID18 height accuracy estimate available here.
 BC1398
 BC1398.This Tidal Bench Mark is designated as VM 10712
 BC1398.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1398
 BC1398.Click photographs - Photos may exist for this station.
 BC1398
 BC1398.The dynamic height is computed by dividing the NAVD 88
 BC1398.geopotential number by the normal gravity value computed on the
 BC1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1398.degrees latitude (g = 980.6199 gals.).
 BC1398
 BC1398.The modeled gravity was interpolated from observed gravity values.
 BC1398
 BC1398;                    North         East    Units  Estimated Accuracy
 BC1398;SPC FL E     -   662,910.      141,470.      MT  (+/- 180 meters Scaled)
 BC1398
 BC1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP414538(NAD 83)
 BC1398
 BC1398                          SUPERSEDED SURVEY CONTROL
 BC1398
 BC1398  NAVD 88 (09/22/06)    2.165  (m)            7.10   (f) SUPERSEDED  2 1
 BC1398
 BC1398.Superseded values are not recommended for survey control.
 BC1398
 BC1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1398.See file dsdata.pdf to determine how the superseded data were derived.
 BC1398
 BC1398_MARKER: DB = BENCH MARK DISK
 BC1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1398_STAMPING: NO 3 1939
 BC1398_MARK LOGO: CGS
 BC1398_PROJECTION: RECESSED 8 CENTIMETERS
 BC1398_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1398+STABILITY: SURFACE MOTION
 BC1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1398+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 BC1398
 BC1398  HISTORY     - Date     Condition        Report By
 BC1398  HISTORY     - 1939     MONUMENTED       CGS
 BC1398  HISTORY     - 1978     GOOD             FLDNR
 BC1398  HISTORY     - 1979     GOOD             FLDNR
 BC1398  HISTORY     - 20041116 GOOD             FLDEP
 BC1398  HISTORY     - 20070523 GOOD             FLDEP
 BC1398
 BC1398                          STATION DESCRIPTION
 BC1398
 BC1398'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1398'JACKSONVILLE.
 BC1398'BEGINNING AT THE INTERSECTION OF UNIVERSITY BOULEVARD SOUTH AND U.S.
 BC1398'HIGHWAY 90, PROCEED NORTH ON UNIVERSITY BOULEVARD SOUTH FOR 1.5 MILES
 BC1398'TO ATLANTIC BOULEVARD. PROCEED ON ATLANTIC BOULEVARD IN A WESTERLY
 BC1398'DIRECTION FOR 0.4 MILES TO SAINT PAULS CHURCH AND CAMPBELL ROAD.
 BC1398'PROCEED NORTHWEST ON CAMPBELL ROAD 1000 FEET TO A FORK IN THE ROAD,
 BC1398'TAKE THE LEFT FORK FOR 300 FEET. THE MARK IS ALONG THE NORTHEAST BANK
 BC1398'OF LITTLE POTTSBURG CREEK, IN POINT OF X ROAD, 37.5 FEET NORTHEAST
 BC1398'OF BENCH MARK 2, 14 FEET SOUTHWEST OF CENTER LINE OF SAND ROAD, 3
 BC1398'FEET SOUTHEAST OF CORNER FENCE POST.
 BC1398
 BC1398                          STATION RECOVERY (1979)
 BC1398
 BC1398'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1398'RECOVERED IN GOOD CONDITION.
 BC1398
 BC1398                          STATION RECOVERY (2004)
 BC1398
 BC1398'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1398'THE MARK IS AT JACKSONVILLE, IN SECTION 48, TOWNSHIP 2 SOUTH, RANGE 27
 BC1398'EAST.
 BC1398'
 BC1398'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 BC1398'ATLANTIC  BOULEVARD IN JACKSONVILLE, GO SOUTHEAST AND EAST ON ATLANTIC
 BC1398'BOULEVARD FOR 2.6 MI TO  THE JUNCTION OF CAMPBELL ROAD ON THE LEFT,
 BC1398'TURN LEFT ON CAMPBELL ROAD AND GO  NORTHWESTERLY FOR 0.2 MI TO A ROAD
 BC1398'FORK, BEAR LEFT AT THE FORK AND GO WESTERLY FOR 0.1  MI TO ITS END AND
 BC1398'THE MARK, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3 FT
 BC1398'BELOW THE LEVEL OF THE GROUND.
 BC1398'
 BC1398'LOCATED 37.5 FT NORTHEAST OF BENCH MARK NO 2, 24.0 FT SOUTHWEST OF THE
 BC1398'SOUTHWEST  CORNER OF THE CONCRETE PILLAR AT THE EAST SIDE OF THE
 BC1398'DRIVEWAY TO THE RESIDENCE, 14.0 FT  SOUTHWEST OF THE CENTER OF THE
 BC1398'DRIVEWAY, 11.0 FT SOUTHWEST OF THE SOUTHWEST CORNER  OF THE CONCRETE
 BC1398'PILLAR AT THE WEST SIDE OF THE DRIVEWAY AND 4.0 FT SOUTHEAST OF A
 BC1398'WOODEN FENCE CORNER POST.
 BC1398'
 BC1398'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MONUMENT.
 BC1398
 BC1398                          STATION RECOVERY (2007)
 BC1398
 BC1398'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC1398'THE MARK IS IN JACKSONVILLE, AT 1100 CAMPBELL ROAD, IN SECTION 48,
 BC1398'TOWNSHIP 2 SOUTH, RANGE 27 EAST.
 BC1398'
 BC1398'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 BC1398'ATLANTIC BOULEVARD (STATE HIGHWAY 10) IN JACKSONVILLE, GO SOUTHEAST
 BC1398'AND EAST ON ATLANTIC BOULEVARD (STATE HIGHWAY 10) FOR 1.8 MI (2.9 KM)
 BC1398'TO THE OVERPASS OF U.S. ALTERNATE HIGHWAY 1, CONTINUE NORTHEAST ON
 BC1398'ATLANTIC BOULEVARD (STATE HIGHWAY 10) FOR 0.8 MI (1.3 KM) TO THE
 BC1398'JUNCTION OF CAMPBELL ROAD ON THE LEFT, TURN LEFT ON CAMPBELL ROAD AND
 BC1398'GO NORTHWESTERLY FOR 0.2 MI (0.3 KM) TO A ROAD FORK, BEAR LEFT AT THE
 BC1398'FORK AND GO WESTERLY ON CAMPBELL ROAD FOR 0.1 MI (0.2 KM) TO ITS END
 BC1398'AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE SOUTHEAST SIDE
 BC1398'OF THE FOUNDATION OF A 3.0 FT (0.9 M) SQUARE BRICK PILLAR AT THE
 BC1398'NORTHEAST SIDE OF THE DRIVEWAY TO THE RESIDENCE AT 1100 CAMPBELL ROAD.
 BC1398'LOCATED 37.5 FT (11.4 M) NORTHEAST OF A USCGS BENCH MARK DISK STAMPED
 BC1398'NO 2 1939, 24.0 FT (7.3 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 BC1398'CONCRETE PILLAR AT THE EAST SIDE OF THE DRIVEWAY TO THE RESIDENCE,
 BC1398'14.0 FT (4.3 M) SOUTHWEST OF THE CENTER OF THE DRIVEWAY, 11.0 FT (3.4
 BC1398'M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE PILLAR AT THE
 BC1398'WEST SIDE OF THE DRIVEWAY AND 4.0 FT (1.2 M) SOUTHEAST OF A WOODEN
 BC1398'FENCE POST.
 BC1398'
 BC1398'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 BC1398'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1400 ***********************************************************************
 BC1400  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1400  DESIGNATION -  872 0274 A
 BC1400  PID         -  BC1400
 BC1400  STATE/COUNTY-  FL/DUVAL
 BC1400  COUNTRY     -  US
 BC1400  USGS QUAD   -  ARLINGTON (2018)
 BC1400
 BC1400                         *CURRENT SURVEY CONTROL
 BC1400  ______________________________________________________________________
 BC1400* NAD 83(1986) POSITION- 30 18 35.     (N) 081 36 31.     (W)   SCALED
 BC1400* NAVD 88 ORTHO HEIGHT -     4.019 (meters)       13.19  (feet) ADJUSTED
 BC1400  ______________________________________________________________________
 BC1400  GEOID HEIGHT    -        -28.311 (meters)                     GEOID18
 BC1400  DYNAMIC HEIGHT  -          4.014 (meters)       13.17  (feet) COMP
 BC1400  MODELED GRAVITY -    979,360.7   (mgal)                       NAVD 88
 BC1400
 BC1400  VERT ORDER      -  FIRST     CLASS II
 BC1400
 BC1400.The horizontal coordinates were scaled from a map and have
 BC1400.an estimated accuracy of +/- 6 seconds.
 BC1400
 BC1400.The orthometric height was determined by differential leveling and
 BC1400.adjusted by the NATIONAL GEODETIC SURVEY
 BC1400.in September 2006.
 BC1400
 BC1400.No vertical observational check was made to the station.
 BC1400
 BC1400.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1400.GEOID18 height accuracy estimate available here.
 BC1400
 BC1400.This Tidal Bench Mark is designated as VM 10708
 BC1400.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1400
 BC1400.Click photographs - Photos may exist for this station.
 BC1400
 BC1400.The dynamic height is computed by dividing the NAVD 88
 BC1400.geopotential number by the normal gravity value computed on the
 BC1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1400.degrees latitude (g = 980.6199 gals.).
 BC1400
 BC1400.The modeled gravity was interpolated from observed gravity values.
 BC1400
 BC1400;                    North         East    Units  Estimated Accuracy
 BC1400;SPC FL E     -   662,360.      141,460.      MT  (+/- 180 meters Scaled)
 BC1400
 BC1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP414532(NAD 83)
 BC1400
 BC1400                          SUPERSEDED SURVEY CONTROL
 BC1400
 BC1400.No superseded survey control is available for this station.
 BC1400
 BC1400_MARKER: DJ = TIDAL STATION DISK
 BC1400_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC1400_SP_SET: BRIDGE WALKWAY
 BC1400_STAMPING: 0274 A 1978
 BC1400_MARK LOGO: NOS
 BC1400_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1400+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 BC1400
 BC1400  HISTORY     - Date     Condition        Report By
 BC1400  HISTORY     - 1978     MONUMENTED       NOS
 BC1400  HISTORY     - 1978     GOOD             FLDNR
 BC1400  HISTORY     - 1979     GOOD             FLDNR
 BC1400  HISTORY     - 20041116 GOOD             FLDEP
 BC1400  HISTORY     - 20070523 GOOD             FLDEP
 BC1400
 BC1400                          STATION DESCRIPTION
 BC1400
 BC1400'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1400'JACKSONVILLE.
 BC1400'BEGIN AT THE INTERSECTION OF UNIVERSITY BOULEVARD SOUTH AND U.S.
 BC1400'HIGHWAY 90. PROCEED NORTH ON UNIVERSITY BOULEVARD SOUTH FOR 1.5 MILES
 BC1400'TO ATLANTIC BOULEVARD. PROCEED ON ATLANTIC BOULEVARD IN A WESTERLY
 BC1400'DIRECTION FOR 0.6 MILES TO HIGHWAY BRIDGE OVER THE LITTLE POTTSBURG
 BC1400'CREEK. THE MARK IS LOCATED 1.0 FEET SOUTH OF THE NORTHEAST CORNER
 BC1400'OF THE BRIDGE, 28 FEET NORTH OF THE CENTER LINE OF WEST BOUND LANE OF
 BC1400'ATLANTIC BOULEVARD, 6 FEET 10 INCHES WEST OF UTILITY POLE.
 BC1400
 BC1400                          STATION RECOVERY (1979)
 BC1400
 BC1400'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1400'RECOVERED IN GOOD CONDITION.
 BC1400
 BC1400                          STATION RECOVERY (2004)
 BC1400
 BC1400'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1400'THE MARK IS AT JACKSONVILLE, IN SECTION 48, TOWNSHIP 2 SOUTH, RANGE 27
 BC1400'EAST.
 BC1400'
 BC1400'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 BC1400'ATLANTIC  BOULEVARD IN JACKSONVILLE, GO SOUTHEAST AND EAST ON ATLANTIC
 BC1400'BOULEVARD FOR 2.4 MI TO  THE MARK ON THE LEFT, ON THE NORTH SIDE OF
 BC1400'ATLANTIC BOULEVARD, SET FLUSH IN THE TOP OF  THE CONCRETE SIDEWALK AT
 BC1400'THE EASTERN END OF THE BRIDGE OVER LITTLE POTTSBURG CREEK.
 BC1400'
 BC1400'LOCATED 6.8 FT WEST OF POWER POLE NO. 5453, 5.0 FT NORTHEAST OF THE
 BC1400'CONCRETE GUARD RAIL  ALONG THE NORTHERLY EDGE OF THE WESTBOUND LANES
 BC1400'OF ATLANTIC BOULEVARD AND 1.0 FT  SOUTH OF THE NORTHEAST CORNER OF THE
 BC1400'BRIDGE.
 BC1400
 BC1400                          STATION RECOVERY (2007)
 BC1400
 BC1400'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC1400'THE MARK IS IN JACKSONVILLE, IN SECTION 48, TOWNSHIP 2 SOUTH, RANGE 27
 BC1400'EAST.
 BC1400'
 BC1400'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 BC1400'ATLANTIC BOULEVARD (STATE HIGHWAY 10) IN JACKSONVILLE, GO SOUTHEAST
 BC1400'AND EAST ON ATLANTIC BOULEVARD (STATE HIGHWAY 10) FOR 1.8 MI (2.9 KM)
 BC1400'TO THE OVERPASS OF U.S. ALTERNATE HIGHWAY 1, CONTINUE NORTHEAST ON
 BC1400'ATLANTIC BOULEVARD (STATE HIGHWAY 10) FOR 0.6 MI (1.0 KM) TO THE EAST
 BC1400'END OF THE BRIDGE THAT SPANS THE LITTLE POTTSBURG CREEK AND THE MARK
 BC1400'ON THE LEFT, SET FLUSH IN THE TOP OF THE NORTHEAST CORNER OF THE
 BC1400'BRIDGE WALKWAY ABOUT 0.4 FT (0.1 M) ABOVE THE LEVEL OF ATLANTIC
 BC1400'BOULEVARD.
 BC1400'
 BC1400'LOCATED 6.8 FT (2.1 M) WEST OF POWER POLE NUMBER 5453, 5.0 FT (1.5 M)
 BC1400'NORTHEAST OF THE CONCRETE GUARD RAIL ALONG THE NORTHERLY EDGE OF THE
 BC1400'WESTBOUND LANES OF ATLANTIC BOULEVARD AND 1.0 FT (0.3 M) SOUTH OF THE
 BC1400'NORTHEAST CORNER OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1399 ***********************************************************************
 BC1399  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1399  DESIGNATION -  872 0274 B
 BC1399  PID         -  BC1399
 BC1399  STATE/COUNTY-  FL/DUVAL
 BC1399  COUNTRY     -  US
 BC1399  USGS QUAD   -  ARLINGTON (2018)
 BC1399
 BC1399                         *CURRENT SURVEY CONTROL
 BC1399  ______________________________________________________________________
 BC1399* NAD 83(1986) POSITION- 30 18 41.89   (N) 081 36 20.62   (W)   HD_HELD1
 BC1399* NAVD 88 ORTHO HEIGHT -     6.072 (meters)       19.92  (feet) ADJUSTED
 BC1399  ______________________________________________________________________
 BC1399  GEOID HEIGHT    -        -28.315 (meters)                     GEOID18
 BC1399  DYNAMIC HEIGHT  -          6.064 (meters)       19.90  (feet) COMP
 BC1399  MODELED GRAVITY -    979,360.6   (mgal)                       NAVD 88
 BC1399
 BC1399  VERT ORDER      -  FIRST     CLASS II
 BC1399
 BC1399.The horizontal coordinates were determined by differentially corrected
 BC1399.hand held GPS observations or other comparable positioning techniques
 BC1399.and have an estimated accuracy of +/- 3 meters.
 BC1399
 BC1399.The orthometric height was determined by differential leveling and
 BC1399.adjusted by the NATIONAL GEODETIC SURVEY
 BC1399.in September 2006.
 BC1399
 BC1399.No vertical observational check was made to the station.
 BC1399
 BC1399.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1399.GEOID18 height accuracy estimate available here.
 BC1399
 BC1399.This Tidal Bench Mark is designated as VM 10709
 BC1399.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1399
 BC1399.Click photographs - Photos may exist for this station.
 BC1399
 BC1399.The dynamic height is computed by dividing the NAVD 88
 BC1399.geopotential number by the normal gravity value computed on the
 BC1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1399.degrees latitude (g = 980.6199 gals.).
 BC1399
 BC1399.The modeled gravity was interpolated from observed gravity values.
 BC1399
 BC1399;                    North         East    Units  Estimated Accuracy
 BC1399;SPC FL E     -   662,567.4     141,741.9     MT  (+/- 3 meters HH1 GPS) 
 BC1399
 BC1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4176153473(NAD 83)
 BC1399
 BC1399                          SUPERSEDED SURVEY CONTROL
 BC1399
 BC1399.No superseded survey control is available for this station.
 BC1399
 BC1399_MARKER: DJ = TIDAL STATION DISK
 BC1399_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1399_SP_SET: STEP
 BC1399_STAMPING: 0274 B 1978
 BC1399_MARK LOGO: NOS
 BC1399_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1399+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 BC1399
 BC1399  HISTORY     - Date     Condition        Report By
 BC1399  HISTORY     - 1978     MONUMENTED       NOS
 BC1399  HISTORY     - 1978     GOOD             FLDNR
 BC1399  HISTORY     - 1979     GOOD             FLDNR
 BC1399  HISTORY     - 20041116 GOOD             FLDEP
 BC1399  HISTORY     - 20070523 GOOD             FLDEP
 BC1399
 BC1399                          STATION DESCRIPTION
 BC1399
 BC1399'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1399'JACKSONVILLE.
 BC1399'BEGINNING AT THE INTERSECTION OF UNIVERSITY BOULEVARD SOUTH AND U.S.
 BC1399'HIGHWAY 90, PROCEED NORTH ON UNIVERSITY BOULEVARD SOUTH FOR 1.5 MILES
 BC1399'TO ATLANTIC BOULEVARD. PROCEED ON ATLANTIC BOULEVARD IN A WESTERLY
 BC1399'DIRECTION FOR 0.4 MILES TO SAINT PAULS CHURCH. THE MARK IS SET IN THE
 BC1399'FIRST STEP LEADING TO THE CHURCH, 32 FEET SOUTHEAST OF CENTER LINE OF
 BC1399'EAST BOUND LANE OF ATLANTIC BOULEVARD, 43 FEET 8 INCHES SOUTHEAST OF
 BC1399'CHURCH WALL CLOSEST TO ATLANTIC BOULEVARD, 50 FEET SOUTHEAST OF BACK
 BC1399'OF SIDEWALK, 2.0 FEET SOUTHEAST OF CONCRETE RETAINING WALL.
 BC1399
 BC1399                          STATION RECOVERY (1979)
 BC1399
 BC1399'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1399'RECOVERED IN GOOD CONDITION.
 BC1399
 BC1399                          STATION RECOVERY (2004)
 BC1399
 BC1399'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1399'THE MARK IS AT JACKSONVILLE, IN SECTION 48, TOWNSHIP 2 SOUTH, RANGE 27
 BC1399'EAST.
 BC1399'
 BC1399'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 BC1399'ATLANTIC  BOULEVARD IN JACKSONVILLE, GO SOUTHEAST AND EAST ON ATLANTIC
 BC1399'BOULEVARD FOR 2.6 MI TO  THE MARK ON THE RIGHT, SET FLUSH IN THE TOP
 BC1399'OF THE BOTTOM STEP TO ST PAULS EPISCOPAL  CHURCH AT 5616 ATLANTIC
 BC1399'BOULEVARD.
 BC1399'
 BC1399'LOCATED 11.5 FT EAST OF THE SOUTH PROJECTION OF THE CENTERLINE OF
 BC1399'CAMPBELL ROAD ON THE  NORTH SIDE OF ATLANTIC BOULEVARD, 4.5 FT SOUTH
 BC1399'OF THE SOUTH EDGE OF A 5.0 FT WIDE  CONCRETE SIDEWALK ON THE SOUTH
 BC1399'SIDE OF ATLANTIC BOULEVARD (A SIX LANE HIGHWAY) AND 1.8  FT SOUTH OF A
 BC1399'3.0 FT HIGH CONCRETE RETAINING WALL.
 BC1399
 BC1399                          STATION RECOVERY (2007)
 BC1399
 BC1399'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC1399'THE MARK IS IN JACKSONVILLE, AT THE JUNCTION OF ATLANTIC BOULEVARD AND
 BC1399'CAMPBELL ROAD, IN SECTION 48, TOWNSHIP 2 SOUTH, RANGE 27 EAST.
 BC1399'
 BC1399'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 BC1399'ATLANTIC BOULEVARD (STATE HIGHWAY 10) IN JACKSONVILLE, GO SOUTHEAST
 BC1399'AND EAST ON ATLANTIC BOULEVARD (STATE HIGHWAY 10) FOR 1.8 MI (2.9 KM)
 BC1399'TO THE OVERPASS OF U.S. ALTERNATE HIGHWAY 1, CONTINUE NORTHEAST ON
 BC1399'ATLANTIC BOULEVARD (STATE HIGHWAY 10) FOR 0.8 MI (1.3 KM) TO THE
 BC1399'JUNCTION OF CAMPBELL ROAD ON THE LEFT AND THE MARK ON THE RIGHT, SET
 BC1399'FLUSH IN THE TOP OF THE BOTTOM OF THE FIRST STEP LEADING TO THE SAINT
 BC1399'PAULS EPISCOPAL CHURCH AT 5616 ATLANTIC BOULEVARD.
 BC1399'
 BC1399'LOCATED 32.0 FT (9.8 M) SOUTHEAST OF THE CENTERLINE OF THE EASTBOUND
 BC1399'LANES OF ATLANTIC BOULEVARD AND 1.8 FT (0.5 M) SOUTH OF A 3.0 FT (0.9
 BC1399'M) HIGH CONCRETE RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0247 ***********************************************************************
 DI0247  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0247  DESIGNATION -  872 0274 C
 DI0247  PID         -  DI0247
 DI0247  STATE/COUNTY-  FL/DUVAL
 DI0247  COUNTRY     -  US
 DI0247  USGS QUAD   -  ARLINGTON (2018)
 DI0247
 DI0247                         *CURRENT SURVEY CONTROL
 DI0247  ______________________________________________________________________
 DI0247* NAD 83(1986) POSITION- 30 18 37.     (N) 081 36 38.     (W)   SCALED
 DI0247* NAVD 88 ORTHO HEIGHT -     5.669 (meters)       18.60  (feet) ADJUSTED
 DI0247  ______________________________________________________________________
 DI0247  GEOID HEIGHT    -        -28.309 (meters)                     GEOID18
 DI0247  DYNAMIC HEIGHT  -          5.662 (meters)       18.58  (feet) COMP
 DI0247  MODELED GRAVITY -    979,360.6   (mgal)                       NAVD 88
 DI0247
 DI0247  VERT ORDER      -  FIRST     CLASS II
 DI0247
 DI0247.The horizontal coordinates were scaled from a map and have
 DI0247.an estimated accuracy of +/- 6 seconds.
 DI0247
 DI0247.The orthometric height was determined by differential leveling and
 DI0247.adjusted by the NATIONAL GEODETIC SURVEY
 DI0247.in September 2006.
 DI0247
 DI0247.No vertical observational check was made to the station.
 DI0247
 DI0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0247.GEOID18 height accuracy estimate available here.
 DI0247
 DI0247.This Tidal Bench Mark is designated as VM 19333
 DI0247.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0247
 DI0247.Click photographs - Photos may exist for this station.
 DI0247
 DI0247.The dynamic height is computed by dividing the NAVD 88
 DI0247.geopotential number by the normal gravity value computed on the
 DI0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0247.degrees latitude (g = 980.6199 gals.).
 DI0247
 DI0247.The modeled gravity was interpolated from observed gravity values.
 DI0247
 DI0247;                    North         East    Units  Estimated Accuracy
 DI0247;SPC FL E     -   662,420.      141,280.      MT  (+/- 180 meters Scaled)
 DI0247
 DI0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP412533(NAD 83)
 DI0247
 DI0247                          SUPERSEDED SURVEY CONTROL
 DI0247
 DI0247.No superseded survey control is available for this station.
 DI0247
 DI0247_MARKER: F = FLANGE-ENCASED ROD
 DI0247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI0247_STAMPING: 0274 C 2004
 DI0247_MARK LOGO: NGS
 DI0247_PROJECTION: FLUSH
 DI0247_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0247+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2007
 DI0247_ROD/PIPE-DEPTH: 18.3 meters
 DI0247
 DI0247  HISTORY     - Date     Condition        Report By
 DI0247  HISTORY     - 20040418 MONUMENTED       FLDEP
 DI0247  HISTORY     - 20070523 GOOD             FLDEP
 DI0247
 DI0247                          STATION DESCRIPTION
 DI0247
 DI0247'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0247'THE MARK IS AT JACKSONVILLE, IN SECTION 42, TOWNSHIP 2 SOUTH, RANGE 27
 DI0247'EAST.
 DI0247'
 DI0247'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 DI0247'ATLANTIC  BOULEVARD IN JACKSONVILLE, GO SOUTHEAST AND EAST ON ATLANTIC
 DI0247'BOULEVARD FOR 2.3 MI TO  BROOKSIDE CIRCLE WEST (A SAND ROAD) AND THE
 DI0247'MARK ON THE RIGHT, APPROXIMATELY 500.0 FT  SOUTHWEST OF LITTLE
 DI0247'POTTSBURG CREEK AND 150.0 FT SOUTHWEST OF BROOKSIDE CIRCLE EAST,  A
 DI0247'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 60.0 FT WITH A
 DI0247'5-INCH NGS LOGO CAP  FLUSH WITH THE GROUND, THE DATUM POINT IS
 DI0247'RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS  LOGO CAP.
 DI0247'
 DI0247'LOCATED 51.7 FT NORTHWEST OF A WOODEN LIGHT POLE NO. 1639, 50.0 FT
 DI0247'SOUTHEAST OF THE  SOUTHERLY EDGE OF A 5.0 FT WIDE CONCRETE SIDEWALK
 DI0247'ALONG THE SOUTHERLY SIDE OF ATLANTIC  BOULEVARD, 15.0 FT SOUTHWEST OF
 DI0247'THE CENTER OF BROOKSIDE CIRCLE WEST, 2.7 FT NORTHEAST  OF A 4.0 FT
 DI0247'HIGH WOODEN FENCE AND 2.0 FT NORTHEAST OF A CARSONITE WITNESS POST.
 DI0247'
 DI0247'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE NGS LOGO CAP.
 DI0247'
 DI0247'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
 DI0247
 DI0247                          STATION RECOVERY (2007)
 DI0247
 DI0247'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 DI0247'THE MARK IS IN JACKSONVILLE, IN SECTION 48, TOWNSHIP 2 SOUTH, RANGE 27
 DI0247'EAST.
 DI0247'
 DI0247'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 95 AND
 DI0247'ATLANTIC BOULEVARD (STATE HIGHWAY 10) IN JACKSONVILLE, GO SOUTHEAST
 DI0247'AND EAST ON ATLANTIC BOULEVARD (STATE HIGHWAY 10) FOR 1.8 MI (2.9 KM)
 DI0247'TO THE OVERPASS OF U.S. ALTERNATE HIGHWAY 1, CONTINUE NORTHEAST ON
 DI0247'ATLANTIC BOULEVARD (STATE HIGHWAY 10) FOR 0.5 MI (0.8 KM) TO THE
 DI0247'JUNCTION OF BROOKSIDE CIRCLE WEST (A SAND ROAD) AND THE MARK ON THE
 DI0247'RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 60.0 FT
 DI0247'(18.3 M) WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH THE
 DI0247'SAND ROAD, THE DATUM POINT IS RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL
 DI0247'OF THE NGS LOGO CAP.
 DI0247'
 DI0247'LOCATED 51.7 FT (15.8 M) NORTHWEST OF A WOODEN LIGHT POLE NUMBER 1639,
 DI0247'50.0 FT (15.2 M) SOUTHEAST OF THE SOUTH EDGE OF A 5.0 FT (1.5 M) WIDE
 DI0247'CONCRETE SIDEWALK ALONG THE SOUTHERLY SIDE OF ATLANTIC BOULEVARD, 15.0
 DI0247'FT (4.6 M) SOUTHWEST OF THE CENTER OF BROOKSIDE CIRCLE WEST, 2.7 FT
 DI0247'(0.8 M) NORTHEAST OF A 4.0 FT (1.2 M) HIGH WOODEN FENCE AND 2.0 FT
 DI0247'(0.6 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DI0247'
 DI0247'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DI0247'LOGO CAP.
 DI0247'
 DI0247'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE NGS
 DI0247'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1401 ***********************************************************************
 BC1401  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1401  DESIGNATION -  872 0274 TIDAL 1
 BC1401  PID         -  BC1401
 BC1401  STATE/COUNTY-  FL/DUVAL
 BC1401  COUNTRY     -  US
 BC1401  USGS QUAD   -  ARLINGTON (2018)
 BC1401
 BC1401                         *CURRENT SURVEY CONTROL
 BC1401  ______________________________________________________________________
 BC1401* NAD 83(1986) POSITION- 30 18 52.     (N) 081 36 32.     (W)   SCALED
 BC1401* NAVD 88 ORTHO HEIGHT -     1.277 (meters)        4.19  (feet) ADJUSTED
 BC1401  ______________________________________________________________________
 BC1401  GEOID HEIGHT    -        -28.312 (meters)                     GEOID18
 BC1401  DYNAMIC HEIGHT  -          1.275 (meters)        4.18  (feet) COMP
 BC1401  MODELED GRAVITY -    979,361.0   (mgal)                       NAVD 88
 BC1401
 BC1401  VERT ORDER      -  SECOND    CLASS I
 BC1401
 BC1401.The horizontal coordinates were scaled from a map and have
 BC1401.an estimated accuracy of +/- 6 seconds.
 BC1401
 BC1401.The orthometric height was determined by differential leveling and
 BC1401.adjusted by the NATIONAL GEODETIC SURVEY
 BC1401.in September 2006.
 BC1401
 BC1401.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1401.GEOID18 height accuracy estimate available here.
 BC1401
 BC1401.This Tidal Bench Mark is designated as VM 10710
 BC1401.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1401
 BC1401.Click photographs - Photos may exist for this station.
 BC1401
 BC1401.The dynamic height is computed by dividing the NAVD 88
 BC1401.geopotential number by the normal gravity value computed on the
 BC1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1401.degrees latitude (g = 980.6199 gals.).
 BC1401
 BC1401.The modeled gravity was interpolated from observed gravity values.
 BC1401
 BC1401;                    North         East    Units  Estimated Accuracy
 BC1401;SPC FL E     -   662,880.      141,440.      MT  (+/- 180 meters Scaled)
 BC1401
 BC1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP414537(NAD 83)
 BC1401
 BC1401                          SUPERSEDED SURVEY CONTROL
 BC1401
 BC1401.No superseded survey control is available for this station.
 BC1401
 BC1401_MARKER: DB = BENCH MARK DISK
 BC1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1401_STAMPING: NO 1 1939
 BC1401_MARK LOGO: CGS
 BC1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1401+STABILITY: SURFACE MOTION
 BC1401
 BC1401  HISTORY     - Date     Condition        Report By
 BC1401  HISTORY     - 1939     MONUMENTED       CGS
 BC1401  HISTORY     - 1978     GOOD             FLDNR
 BC1401  HISTORY     - 1979     GOOD             FLDNR
 BC1401
 BC1401                          STATION DESCRIPTION
 BC1401
 BC1401'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1401'JACKSONVILLE.
 BC1401'BEGINNING AT THE INTERSECTION OF UNIVERSITY BOULEVARD SOUTH AND U.S.
 BC1401'HIGHWAY 90, PROCEED NORTH ON UNIVERSITY BOULEVARD SOUTH FOR 1.5 MILES
 BC1401'TO ATLANTIC BOULEVARD. PROCEED ON ATLANTIC BOULEVARD IN A WESTERLY
 BC1401'DIRECTION FOR 0.4 MILES TO SAINT PAULS CHURCH AND CAMPBELL ROAD.
 BC1401'PROCEED NORTHWEST ON CAMPBELL ROAD FOR 1000 FEET TO A FORK IN THE
 BC1401'ROAD. TAKE THE LEFT FORK FOR 300 FEET. THE MARK IS ALONG THE NORTHEAST
 BC1401'BANK OF THE LITTLE POTTSBURG CREEK, 60.5 FEET SOUTHWEST OF SOUTH
 BC1401'CORNER OF HOUSE OF S.F. HALL, 72.5 FEET SOUTHEAST OF EAST CORNER OF
 BC1401'BOAT SHED, 11 FEET SOUTHWEST OF CENTER LINE OF ROAD, 2 FEET
 BC1401'SOUTHWEST OF POWER LINE POLE, 127.5 FEET SOUTHEAST OF BENCH MARK 2.
 BC1401
 BC1401                          STATION RECOVERY (1979)
 BC1401
 BC1401'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BC1401'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1554 ***********************************************************************
 BC1554  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1554  DESIGNATION -  872 0291 3
 BC1554  PID         -  BC1554
 BC1554  STATE/COUNTY-  FL/DUVAL
 BC1554  COUNTRY     -  US
 BC1554  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 BC1554
 BC1554                         *CURRENT SURVEY CONTROL
 BC1554  ______________________________________________________________________
 BC1554* NAD 83(1986) POSITION- 30 17 08.92   (N) 081 23 13.26   (W)   HD_HELD1
 BC1554* NAVD 88 ORTHO HEIGHT -     3.177 (meters)       10.42  (feet) ADJUSTED
 BC1554  ______________________________________________________________________
 BC1554  GEOID HEIGHT    -        -28.561 (meters)                     GEOID18
 BC1554  DYNAMIC HEIGHT  -          3.172 (meters)       10.41  (feet) COMP
 BC1554  MODELED GRAVITY -    979,353.9   (mgal)                       NAVD 88
 BC1554
 BC1554  VERT ORDER      -  FIRST     CLASS II
 BC1554
 BC1554.The horizontal coordinates were determined by differentially corrected
 BC1554.hand held GPS observations or other comparable positioning techniques
 BC1554.and have an estimated accuracy of +/- 3 meters.
 BC1554
 BC1554.The orthometric height was determined by differential leveling and
 BC1554.adjusted by the NATIONAL GEODETIC SURVEY
 BC1554.in June 1991.
 BC1554
 BC1554.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1554.GEOID18 height accuracy estimate available here.
 BC1554
 BC1554.This Tidal Bench Mark is designated as VM 5165
 BC1554.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1554
 BC1554.Click photographs - Photos may exist for this station.
 BC1554
 BC1554.The dynamic height is computed by dividing the NAVD 88
 BC1554.geopotential number by the normal gravity value computed on the
 BC1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1554.degrees latitude (g = 980.6199 gals.).
 BC1554
 BC1554.The modeled gravity was interpolated from observed gravity values.
 BC1554
 BC1554;                    North         East    Units  Estimated Accuracy
 BC1554;SPC FL E     -   659,612.7     162,767.7     MT  (+/- 3 meters HH1 GPS) 
 BC1554
 BC1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6278050519(NAD 83)
 BC1554
 BC1554                          SUPERSEDED SURVEY CONTROL
 BC1554
 BC1554  NGVD 29 (09/01/92)    3.509  (m)           11.51   (f) ADJUSTED    2 1
 BC1554
 BC1554.Superseded values are not recommended for survey control.
 BC1554
 BC1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1554.See file dsdata.pdf to determine how the superseded data were derived.
 BC1554
 BC1554_MARKER: DJ = TIDAL STATION DISK
 BC1554_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1554_SP_SET: SEAWALL
 BC1554_STAMPING: NO 3 1973
 BC1554_MARK LOGO: NOS
 BC1554_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1554+STABILITY: SURFACE MOTION
 BC1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1554+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 BC1554
 BC1554  HISTORY     - Date     Condition        Report By
 BC1554  HISTORY     - 1973     MONUMENTED       NOS
 BC1554  HISTORY     - 1977     GOOD             FLDNR
 BC1554  HISTORY     - 1987     GOOD             FLDNR
 BC1554  HISTORY     - 20030419 GOOD             GEOCAC
 BC1554  HISTORY     - 20041021 GOOD             FLDEP
 BC1554  HISTORY     - 20070512 GOOD             FLDEP
 BC1554  HISTORY     - 20090303 GOOD             FLDEP
 BC1554
 BC1554                          STATION DESCRIPTION
 BC1554
 BC1554'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1554'JACKSONVILLE BEACH.
 BC1554'AT THE INTERSECTION OF BEACH BOULEVARD AND FIRST STREET, IN
 BC1554'JACKSONVILLE BEACH, PROCEED SOUTH ON FIRST STREET 0.2 MILE TO
 BC1554'THIRD AVENUE, THENCE EAST ON THIRD AVENUE TO ITS END. THE MARK BEARS
 BC1554'28.4 FEET EAST OF THE EAST END OF THIRD AVENUE, 9 FEET NORTH OF STEPS
 BC1554'LEADING TO THE BEACH, 69.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BC1554'GREENS MOTEL, AND 1.2 FEET WEST OF SEAWALL EDGE.
 BC1554
 BC1554                          STATION RECOVERY (1987)
 BC1554
 BC1554'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1554'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE GREENS MOTEL
 BC1554'IS GONE.  THIRD AVENUE IS THIRD AVENUE SOUTH.  THE MARK BEARS 34.7
 BC1554'FEET SOUTH OF THE SOUTHEAST CORNER OF A 6 FOOT HIGH FENCE.
 BC1554
 BC1554                          STATION RECOVERY (2003)
 BC1554
 BC1554'RECOVERY NOTE BY GEOCACHING 2003 (GNA)
 BC1554'RECOVERED IN GOOD CONDITION.
 BC1554
 BC1554                          STATION RECOVERY (2004)
 BC1554
 BC1554'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1554'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1554'
 BC1554'THE MARK IS IN JACKSONVILLE BEACH, IN SECTION 33, TOWNSHIP 2 SOUTH,
 BC1554'RANGE 29 EAST.
 BC1554'
 BC1554'LOCATED 5.0 FT NORTH OF THE EASTERLY PROJECTION OF THE CENTERLINE OF
 BC1554'3RD AVENUE SOUTH.
 BC1554
 BC1554                          STATION RECOVERY (2007)
 BC1554
 BC1554'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC1554'THE MARK IS IN JACKSONVILLE BEACH, IN SECTION 33, TOWNSHIP 2 SOUTH,
 BC1554'RANGE 29 EAST.
 BC1554'
 BC1554'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 90 (BEACH
 BC1554'BOULEVARD) AND STATE ROAD A1A (THIRD STREET SOUTH) IN JACKSONVILLE
 BC1554'BEACH, GO EAST ON BEACH BOULEVARD FOR 0.15 MI (0.2 KM) TO ITS END AND
 BC1554'THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A 2.0 FT (0.6 M) WIDE
 BC1554'CONCRETE SEAWALL, 2.5 FT (0.8 M) ABOVE THE LEVEL OF THE GROUND AND
 BC1554'ACROSS THE ROAD FROM THE AMERICAN RED CROSS VOLUNTEER LIFE SAVING
 BC1554'CORPORATION BUILDING.
 BC1554'
 BC1554'LOCATED 5.0 FT (1.5 M) NORTH OF THE EASTERLY PROJECTION OF THE
 BC1554'CENTERLINE OF THIRD AVENUE SOUTH.
 BC1554
 BC1554                          STATION RECOVERY (2009)
 BC1554
 BC1554'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 BC1554'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0720 ***********************************************************************
 DI0720  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0720  DESIGNATION -  872 0291 A
 DI0720  PID         -  DI0720
 DI0720  STATE/COUNTY-  FL/DUVAL
 DI0720  COUNTRY     -  US
 DI0720  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 DI0720
 DI0720                         *CURRENT SURVEY CONTROL
 DI0720  ______________________________________________________________________
 DI0720* NAD 83(1986) POSITION- 30 16 58.44   (N) 081 23 15.55   (W)   HD_HELD1
 DI0720* NAVD 88 ORTHO HEIGHT -     2.769 (meters)        9.08  (feet) ADJUSTED
 DI0720  ______________________________________________________________________
 DI0720  GEOID HEIGHT    -        -28.558 (meters)                     GEOID18
 DI0720  DYNAMIC HEIGHT  -          2.765 (meters)        9.07  (feet) COMP
 DI0720  MODELED GRAVITY -    979,353.6   (mgal)                       NAVD 88
 DI0720
 DI0720  VERT ORDER      -  FIRST     CLASS II
 DI0720
 DI0720.The horizontal coordinates were determined by differentially corrected
 DI0720.hand held GPS observations or other comparable positioning techniques
 DI0720.and have an estimated accuracy of +/- 3 meters.
 DI0720
 DI0720.The orthometric height was determined by differential leveling and
 DI0720.adjusted by the NATIONAL GEODETIC SURVEY
 DI0720.in September 2006.
 DI0720
 DI0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0720.GEOID18 height accuracy estimate available here.
 DI0720
 DI0720.This Tidal Bench Mark is designated as VM 13552
 DI0720.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0720
 DI0720.Click photographs - Photos may exist for this station.
 DI0720
 DI0720.The dynamic height is computed by dividing the NAVD 88
 DI0720.geopotential number by the normal gravity value computed on the
 DI0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0720.degrees latitude (g = 980.6199 gals.).
 DI0720
 DI0720.The modeled gravity was interpolated from observed gravity values.
 DI0720
 DI0720;                    North         East    Units  Estimated Accuracy
 DI0720;SPC FL E     -   659,290.2     162,705.4     MT  (+/- 3 meters HH1 GPS) 
 DI0720
 DI0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6271850197(NAD 83)
 DI0720
 DI0720                          SUPERSEDED SURVEY CONTROL
 DI0720
 DI0720.No superseded survey control is available for this station.
 DI0720
 DI0720_MARKER: F = FLANGE-ENCASED ROD
 DI0720_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI0720_STAMPING: 0291 A 1995
 DI0720_MARK LOGO: NOS
 DI0720_PROJECTION: FLUSH
 DI0720_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI0720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI0720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0720+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2009
 DI0720_ROD/PIPE-DEPTH: 19.4 meters
 DI0720
 DI0720  HISTORY     - Date     Condition        Report By
 DI0720  HISTORY     - 1995     MONUMENTED       NOS
 DI0720  HISTORY     - 20070512 GOOD             FLDEP
 DI0720  HISTORY     - 20090303 GOOD             FLDEP
 DI0720
 DI0720                          STATION DESCRIPTION
 DI0720
 DI0720'DESCRIBED BY NATIONAL OCEAN SERVICE 1995 (BSS)
 DI0720'THE MARK IS IN JACKSONVILLE BEACH, IN SECTION 33, TOWNSHIP 2 SOUTH,
 DI0720'RANGE 29 EAST.
 DI0720'
 DI0720'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 90 (BEACH
 DI0720'BOULEVARD) AND STATE ROAD  A1A (THIRD STREET SOUTH) IN JACKSONVILLE
 DI0720'BEACH, GO SOUTH-SOUTHEAST ON STATE ROAD A1A FOR 0.4 MI  TO THE
 DI0720'INTERSECTION OF 6TH AVENUE, TURN LEFT ON 6TH AVENUE SOUTH AND GO EAST
 DI0720'FOR 0.15 MI TO ITS  END AT THE JACKSONVILLE BEACH OCEAN FRONT PARK AND
 DI0720'THE MARK (AT THE SOUTHEAST CORNER OF THE  PARK), A STAINLESS STEEL ROD
 DI0720'DRIVEN TO REFUSAL AT A DEPTH OF 63.5 FT WITH A 5-INCH NOS LOGO CAP
 DI0720'FLUSH WITH THE GROUND, THE DATUM POINT IS RECESSED 0.2 FT BELOW THE
 DI0720'LEVEL OF THE NOS LOGO CAP.
 DI0720'
 DI0720'LOCATED 224.5 FT EAST OF THE CENTERLINE OF 1ST STREET SOUTH, 8.0 FT
 DI0720'SOUTHEAST OF A CITY OF  JACKSONVILLE BEACH STORM SEWER MANHOLE, 1.0 FT
 DI0720'WEST OF A 2.2 FT WIDE CONCRETE SEAWALL, 0.4 FT  NORTH OF A METAL FENCE
 DI0720'ALONG THE SOUTH LINE OF THE PARK AND 0.5 FT NORTHEAST OF A CARSONITE
 DI0720'WITNESS POST.
 DI0720'
 DI0720'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A NOS LOGO CAP.
 DI0720'
 DI0720'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
 DI0720
 DI0720                          STATION RECOVERY (2007)
 DI0720
 DI0720'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 DI0720'RECOVERED AS DESCRIBED.
 DI0720
 DI0720                          STATION RECOVERY (2009)
 DI0720
 DI0720'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 DI0720'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1556 ***********************************************************************
 BC1556  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1556  DESIGNATION -  872 0291 TIDAL 1
 BC1556  PID         -  BC1556
 BC1556  STATE/COUNTY-  FL/DUVAL
 BC1556  COUNTRY     -  US
 BC1556  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 BC1556
 BC1556                         *CURRENT SURVEY CONTROL
 BC1556  ______________________________________________________________________
 BC1556* NAD 83(1986) POSITION- 30 17 02.     (N) 081 23 16.     (W)   SCALED
 BC1556* NAVD 88 ORTHO HEIGHT -     2.796 (meters)        9.17  (feet) ADJUSTED
 BC1556  ______________________________________________________________________
 BC1556  GEOID HEIGHT    -        -28.559 (meters)                     GEOID18
 BC1556  DYNAMIC HEIGHT  -          2.792 (meters)        9.16  (feet) COMP
 BC1556  MODELED GRAVITY -    979,353.8   (mgal)                       NAVD 88
 BC1556
 BC1556  VERT ORDER      -  SECOND    CLASS I
 BC1556
 BC1556.The horizontal coordinates were scaled from a map and have
 BC1556.an estimated accuracy of +/- 6 seconds.
 BC1556
 BC1556.The orthometric height was determined by differential leveling and
 BC1556.adjusted by the NATIONAL GEODETIC SURVEY
 BC1556.in June 1991.
 BC1556
 BC1556.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1556.GEOID18 height accuracy estimate available here.
 BC1556
 BC1556.This Tidal Bench Mark is designated as VM 5163
 BC1556.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1556
 BC1556.Click photographs - Photos may exist for this station.
 BC1556
 BC1556.The dynamic height is computed by dividing the NAVD 88
 BC1556.geopotential number by the normal gravity value computed on the
 BC1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1556.degrees latitude (g = 980.6199 gals.).
 BC1556
 BC1556.The modeled gravity was interpolated from observed gravity values.
 BC1556
 BC1556;                    North         East    Units  Estimated Accuracy
 BC1556;SPC FL E     -   659,400.      162,690.      MT  (+/- 180 meters Scaled)
 BC1556
 BC1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP627503(NAD 83)
 BC1556
 BC1556                          SUPERSEDED SURVEY CONTROL
 BC1556
 BC1556  NGVD 29 (09/01/92)    3.128  (m)           10.26   (f) ADJUSTED    2 1
 BC1556
 BC1556.Superseded values are not recommended for survey control.
 BC1556
 BC1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1556.See file dsdata.pdf to determine how the superseded data were derived.
 BC1556
 BC1556_MARKER: DJ = TIDAL STATION DISK
 BC1556_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1556_SP_SET: SEAWALL
 BC1556_STAMPING: NO 1 1973
 BC1556_MARK LOGO: NOS
 BC1556_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1556+STABILITY: SURFACE MOTION
 BC1556
 BC1556  HISTORY     - Date     Condition        Report By
 BC1556  HISTORY     - 1973     MONUMENTED       NOS
 BC1556  HISTORY     - 1977     GOOD             FLDNR
 BC1556  HISTORY     - 1987     GOOD             FLDNR
 BC1556  HISTORY     - 20030418 MARK NOT FOUND   FLDEP
 BC1556
 BC1556                          STATION DESCRIPTION
 BC1556
 BC1556'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1556'JACKSONVILLE BEACH.
 BC1556'AT THE INTERSECTION OF BEACH BOULEVARD AND FIRST STREET, IN
 BC1556'JACKSONVILLE BEACH, PROCEED SOUTH ON FIRST STREET 0.35 MILE TO SIXTH
 BC1556'AVENUE, THENCE EAST ON SIXTH AVENUE TO ITS END. THE MARK BEARS 63.5
 BC1556'FEET NORTH OF JACKSONVILLE BEACH FISHING PIER, 58 FEET SOUTHEAST OF
 BC1556'THE SOUTHEAST CORNER OF A TWO STORY ROOMING HOUSE, 99.1 FEET SOUTH OF
 BC1556'TIDAL 2, AND 1 FOOT WEST OF SEAWALL EDGE.
 BC1556
 BC1556                          STATION RECOVERY (1987)
 BC1556
 BC1556'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1556'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE TWO-STORY
 BC1556'ROOMING HOUSE IS GONE, THE MARK BEARS 63.5 FEET NORTH OF THE NORTHWEST
 BC1556'CORNER OF THE RAMP FOR THE JACKSONVILLE BEACH FISHING PIER, AND 134.0
 BC1556'FEET NORTH OF THE CENTERLINE OF SIXTH AVENUE SOUTH.  THE MARK AND
 BC1556'SEAWALL ARE BOTH BURIED UNDER ONE FOOT OF SAND.  THE MARK IS 1.0 FT
 BC1556'BELOW THE GROUND.
 BC1556
 BC1556                          STATION RECOVERY (2003)
 BC1556
 BC1556'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BSS)
 BC1556'THE MARK WAS SEARCHED FOR AND NOT RECOVERED.  A NEW CONCRETE CURB HAS
 BC1556'BEEN BUILT UPON THE  REFERENCED SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1555 ***********************************************************************
 BC1555  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1555  DESIGNATION -  872 0291 TIDAL 2
 BC1555  PID         -  BC1555
 BC1555  STATE/COUNTY-  FL/DUVAL
 BC1555  COUNTRY     -  US
 BC1555  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 BC1555
 BC1555                         *CURRENT SURVEY CONTROL
 BC1555  ______________________________________________________________________
 BC1555* NAD 83(1986) POSITION- 30 17 03.     (N) 081 23 17.     (W)   SCALED
 BC1555* NAVD 88 ORTHO HEIGHT -     2.848 (meters)        9.34  (feet) ADJUSTED
 BC1555  ______________________________________________________________________
 BC1555  GEOID HEIGHT    -        -28.559 (meters)                     GEOID18
 BC1555  DYNAMIC HEIGHT  -          2.845 (meters)        9.33  (feet) COMP
 BC1555  MODELED GRAVITY -    979,353.8   (mgal)                       NAVD 88
 BC1555
 BC1555  VERT ORDER      -  SECOND    CLASS I
 BC1555
 BC1555.The horizontal coordinates were scaled from a map and have
 BC1555.an estimated accuracy of +/- 6 seconds.
 BC1555
 BC1555.The orthometric height was determined by differential leveling and
 BC1555.adjusted by the NATIONAL GEODETIC SURVEY
 BC1555.in June 1991.
 BC1555
 BC1555.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1555.GEOID18 height accuracy estimate available here.
 BC1555
 BC1555.This Tidal Bench Mark is designated as VM 5164
 BC1555.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1555
 BC1555.Click photographs - Photos may exist for this station.
 BC1555
 BC1555.The dynamic height is computed by dividing the NAVD 88
 BC1555.geopotential number by the normal gravity value computed on the
 BC1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1555.degrees latitude (g = 980.6199 gals.).
 BC1555
 BC1555.The modeled gravity was interpolated from observed gravity values.
 BC1555
 BC1555;                    North         East    Units  Estimated Accuracy
 BC1555;SPC FL E     -   659,430.      162,670.      MT  (+/- 180 meters Scaled)
 BC1555
 BC1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP626503(NAD 83)
 BC1555
 BC1555                          SUPERSEDED SURVEY CONTROL
 BC1555
 BC1555  NGVD 29 (09/01/92)    3.181  (m)           10.44   (f) ADJUSTED    2 1
 BC1555
 BC1555.Superseded values are not recommended for survey control.
 BC1555
 BC1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1555.See file dsdata.pdf to determine how the superseded data were derived.
 BC1555
 BC1555_MARKER: DJ = TIDAL STATION DISK
 BC1555_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1555_SP_SET: SEAWALL
 BC1555_STAMPING: NO 2 1973
 BC1555_MARK LOGO: NOS
 BC1555_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1555+STABILITY: SURFACE MOTION
 BC1555
 BC1555  HISTORY     - Date     Condition        Report By
 BC1555  HISTORY     - 1973     MONUMENTED       NOS
 BC1555  HISTORY     - 1977     GOOD             FLDNR
 BC1555  HISTORY     - 1987     GOOD             FLDNR
 BC1555  HISTORY     - 20030418 MARK NOT FOUND   FLDEP
 BC1555
 BC1555                          STATION DESCRIPTION
 BC1555
 BC1555'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1555'JACKSONVILLE BEACH.
 BC1555'AT THE INTERSECTION OF BEACH BOULEVARD AND FIRST STREET, IN
 BC1555'JACKSONVILLE BEACH, PROCEED SOUTH ON FIRST STREET 0.3 MILE TO
 BC1555'FIFTH AVENUE, THENCE EAST ON FIFTH AVENUE TO ITS END. THE MARK BEARS
 BC1555'162.6 FEET NORTH OF JACKSONVILLE BEACH FISHING PIER, 31.5 FEET EAST OF
 BC1555'THE NORTHWEST CORNER OF A TWO STORY ROOMING HOUSE, 86.7 FEET SOUTH OF
 BC1555'FIFTH AVENUE, AND 0.7 FEET WEST OF SEAWALL EDGE.
 BC1555
 BC1555                          STATION RECOVERY (1987)
 BC1555
 BC1555'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1555'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE TWO-STORY
 BC1555'ROOMING HOUSE IS GONE.  THE MARK BEARS 86.7 FEET SOUTH OF THE NORTH
 BC1555'EDGE OF THE SEAWALL-WALKWAY AT THE SOUTH SIDE OF FIFTH AVENUE SOUTH,
 BC1555'AND 162.6 FEET NORTH OF THE NORTHWEST CORNER OF THE RAMP FOR THE
 BC1555'JACKSONVILLE FISHING PIER.  THE MARK AND SEAWALL ARE BOTH BURIED UNDER
 BC1555'ONE FOOT OF SAND.  THE MARK IS 1.0 FT BELOW THE GROUND.
 BC1555
 BC1555                          STATION RECOVERY (2003)
 BC1555
 BC1555'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (BSS)
 BC1555'THE MARK WAS SEARCHED FOR AND NOT RECOVERED.  A NEW CONCRETE CURB HAS
 BC1555'BEEN BUILT UPON THE  REFERENCED SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2457 ***********************************************************************
 BC2457  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2457  DESIGNATION -  872 0296 A TIDAL
 BC2457  PID         -  BC2457
 BC2457  STATE/COUNTY-  FL/DUVAL
 BC2457  COUNTRY     -  US
 BC2457  USGS QUAD   -  JACKSONVILLE (2018)
 BC2457
 BC2457                         *CURRENT SURVEY CONTROL
 BC2457  ______________________________________________________________________
 BC2457* NAD 83(1986) POSITION- 30 16 43.3    (N) 081 42 09.2    (W)   HD_HELD2
 BC2457* NAVD 88 ORTHO HEIGHT -     3.369 (meters)       11.05  (feet) ADJUSTED
 BC2457  ______________________________________________________________________
 BC2457  GEOID HEIGHT    -        -28.218 (meters)                     GEOID18
 BC2457  DYNAMIC HEIGHT  -          3.365 (meters)       11.04  (feet) COMP
 BC2457  MODELED GRAVITY -    979,358.3   (mgal)                       NAVD 88
 BC2457
 BC2457  VERT ORDER      -  SECOND    CLASS I
 BC2457
 BC2457.The horizontal coordinates were established by autonomous hand held GPS
 BC2457.observations and have an estimated accuracy of +/- 10 meters.
 BC2457
 BC2457.The orthometric height was determined by differential leveling and
 BC2457.adjusted by the NATIONAL GEODETIC SURVEY
 BC2457.in September 2006.
 BC2457
 BC2457.No vertical observational check was made to the station.
 BC2457
 BC2457.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2457.GEOID18 height accuracy estimate available here.
 BC2457
 BC2457.This Tidal Bench Mark is designated as VM 5169
 BC2457.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2457
 BC2457.Click photographs - Photos may exist for this station.
 BC2457
 BC2457.The dynamic height is computed by dividing the NAVD 88
 BC2457.geopotential number by the normal gravity value computed on the
 BC2457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2457.degrees latitude (g = 980.6199 gals.).
 BC2457
 BC2457.The modeled gravity was interpolated from observed gravity values.
 BC2457
 BC2457;                    North         East    Units  Estimated Accuracy
 BC2457;SPC FL E     -   658,969.      132,406.      MT  (+/- 10 meters HH2 GPS)
 BC2457
 BC2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3242949876(NAD 83)
 BC2457
 BC2457                          SUPERSEDED SURVEY CONTROL
 BC2457
 BC2457  NAVD 88 (??/??/92)    3.390  (m)           11.12   (f) SUPERSEDED  3 0
 BC2457  NGVD 29 (09/01/92)    3.697  (m)           12.13   (f) ADJUSTED    2 1
 BC2457
 BC2457.Superseded values are not recommended for survey control.
 BC2457
 BC2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2457.See file dsdata.pdf to determine how the superseded data were derived.
 BC2457
 BC2457_MARKER: DJ = TIDAL STATION DISK
 BC2457_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2457_STAMPING: 0296 A 1978
 BC2457_MARK LOGO: NOS
 BC2457_PROJECTION: FLUSH
 BC2457_MAGNETIC: I = MARKER IS A STEEL ROD
 BC2457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2457+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004
 BC2457_ROD/PIPE-DEPTH: 12.2 meters
 BC2457
 BC2457  HISTORY     - Date     Condition        Report By
 BC2457  HISTORY     - 1978     MONUMENTED       NOS
 BC2457  HISTORY     - 1985     GOOD             FLDNR
 BC2457  HISTORY     - 20040109 GOOD             FLDEP
 BC2457
 BC2457                          STATION DESCRIPTION
 BC2457
 BC2457'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2457'IN JACKSONVILLE.
 BC2457'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN JUAN BOULEVARD,
 BC2457'GO 1.15 MILES EASTERLY ON SAN JUAN BOULEVARD (BECOMES GRAND AVENUE)
 BC2457'TO THE MARK.  THE MARK BEARS 157 FEET SOUTHEAST OF THE NORTHWEST END
 BC2457'OF THE FIRST TRAFFIC ISLAND SOUTHEAST OF THE ORTEGA BRIDGE, 20.5 FEET
 BC2457'NORTHEAST OF THE CENTERLINE OF GRAND AVENUE SOUTHBOUND, 21 FEET
 BC2457'SOUTHWEST OF THE CENTERLINE OF GRAND AVENUE NORTHBOUND, 6 FEET
 BC2457'SOUTHEAST OF THE NORTHWESTERNMOST PALM TREE IN THE MEDIAN, AND 1 FOOT
 BC2457'NORTHWEST OF A WITNESS POST.
 BC2457
 BC2457                          STATION RECOVERY (2004)
 BC2457
 BC2457'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2457'THE MARK IS IN JACKSONVILLE, IN SECTION 33, TOWNSHIP 2 SOUTH, RANGE 26
 BC2457'EAST.
 BC2457'
 BC2457'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN
 BC2457'JUAN BOULEVARD  (STATE ROAD 128) IN JACKSONVILLE, GO EAST AND
 BC2457'SOUTHEAST ON SAN JUAN BOULEVARD (STATE  ROAD 128) ACROSS THE ORTEGA
 BC2457'RIVER BRIDGE (BECOMES GRAND AVENUE, STATE ROAD 211) FOR  1.15 MI TO
 BC2457'THE MARK ON THE LEFT, IN THE CENTER OF THE FIRST MEDIAN ISLAND
 BC2457'SOUTHEAST OF  THE ORTEGA RIVER, A DISK CRIMPED TO A ROD DRIVEN INTO
 BC2457'THE GROUND ENCASED IN A PVC PIPE  INSIDE OF A CONCRETE KICKBLOCK FLUSH
 BC2457'WITH THE GROUND.
 BC2457'
 BC2457'LOCATED 162.0 FT SOUTHEAST OF THE NORTHWEST END OF THE MEDIAN ISLAND,
 BC2457'153.0 FT  NORTHWEST OF THE INTERSECTION OF GRAND AVENUE AND MCGIRTS
 BC2457'BOULEVARD, 20.5 FT  NORTH-NORTHEAST OF THE CENTERLINE OF THE
 BC2457'SOUTHBOUND LANES OF GRAND AVENUE (STATE  ROAD 211), 20.0 FT
 BC2457'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANES OF GRAND
 BC2457'AVENUE (STATE ROAD 211), 16.4 FT SOUTHEAST OF A WOODEN LIGHT POLE
 BC2457'NUMBER 115379 AND 1.0  FT NORTHWEST OF A CARSONITE WITNESS POST.
 BC2457'
 BC2457'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 BC2457'
 BC2457'NOTE ROD DEPTH OF MARK IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2458 ***********************************************************************
 BC2458  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2458  DESIGNATION -  872 0296 B TIDAL
 BC2458  PID         -  BC2458
 BC2458  STATE/COUNTY-  FL/DUVAL
 BC2458  COUNTRY     -  US
 BC2458  USGS QUAD   -  JACKSONVILLE (2018)
 BC2458
 BC2458                         *CURRENT SURVEY CONTROL
 BC2458  ______________________________________________________________________
 BC2458* NAD 83(1986) POSITION- 30 16 42.2    (N) 081 42 07.2    (W)   HD_HELD2
 BC2458* NAVD 88 ORTHO HEIGHT -     5.114 (meters)       16.78  (feet) ADJUSTED
 BC2458  ______________________________________________________________________
 BC2458  GEOID HEIGHT    -        -28.218 (meters)                     GEOID18
 BC2458  DYNAMIC HEIGHT  -          5.107 (meters)       16.76  (feet) COMP
 BC2458  MODELED GRAVITY -    979,358.3   (mgal)                       NAVD 88
 BC2458
 BC2458  VERT ORDER      -  SECOND    CLASS I
 BC2458
 BC2458.The horizontal coordinates were established by autonomous hand held GPS
 BC2458.observations and have an estimated accuracy of +/- 10 meters.
 BC2458
 BC2458.The orthometric height was determined by differential leveling and
 BC2458.adjusted by the NATIONAL GEODETIC SURVEY
 BC2458.in September 2006.
 BC2458
 BC2458.No vertical observational check was made to the station.
 BC2458
 BC2458.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2458.GEOID18 height accuracy estimate available here.
 BC2458
 BC2458.This Tidal Bench Mark is designated as VM 5170
 BC2458.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2458
 BC2458.Click photographs - Photos may exist for this station.
 BC2458
 BC2458.The dynamic height is computed by dividing the NAVD 88
 BC2458.geopotential number by the normal gravity value computed on the
 BC2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2458.degrees latitude (g = 980.6199 gals.).
 BC2458
 BC2458.The modeled gravity was interpolated from observed gravity values.
 BC2458
 BC2458;                    North         East    Units  Estimated Accuracy
 BC2458;SPC FL E     -   658,935.      132,460.      MT  (+/- 10 meters HH2 GPS)
 BC2458
 BC2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3248249842(NAD 83)
 BC2458
 BC2458                          SUPERSEDED SURVEY CONTROL
 BC2458
 BC2458  NAVD 88 (??/??/92)    5.135  (m)           16.85   (f) SUPERSEDED  3 0
 BC2458  NGVD 29 (09/01/92)    5.442  (m)           17.85   (f) ADJUSTED    2 1
 BC2458
 BC2458.Superseded values are not recommended for survey control.
 BC2458
 BC2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2458.See file dsdata.pdf to determine how the superseded data were derived.
 BC2458
 BC2458_MARKER: DJ = TIDAL STATION DISK
 BC2458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC2458_STAMPING: 0296 B 1978
 BC2458_MARK LOGO: NOS
 BC2458_PROJECTION: RECESSED 13 CENTIMETERS
 BC2458_MAGNETIC: I = MARKER IS A STEEL ROD
 BC2458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC2458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC2458+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2004
 BC2458_ROD/PIPE-DEPTH: 12.8 meters
 BC2458
 BC2458  HISTORY     - Date     Condition        Report By
 BC2458  HISTORY     - 1978     MONUMENTED       NOS
 BC2458  HISTORY     - 1985     GOOD             FLDNR
 BC2458  HISTORY     - 20040109 GOOD             FLDEP
 BC2458
 BC2458                          STATION DESCRIPTION
 BC2458
 BC2458'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2458'IN JACKSONVILLE.
 BC2458'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN JUAN BOULEVARD,
 BC2458'GO 1.2 MILES EASTERLY ON SAN JUAN BOULEVARD (BECOMES GRAND AVENUE) TO
 BC2458'THE MARK.  THE MARK BEARS 84 FEET SOUTHEAST OF THE INTERSECTION OF
 BC2458'GRAND AVENUE AND MCGIRTS BOULEVARD, 54 FEET EAST OF THE JUNCTION OF
 BC2458'EL DORADO AVENUE WITH GRAND AVENUE NORTHBOUND, 51 FEET NORTHEAST OF
 BC2458'THE NORTHWEST END OF THE TRAFFIC MEDIAN, 3 FEET NORTHWEST OF THE
 BC2458'NORTHWESTERNMOST PALM TREE IN THE MEDIAN, AND 1 FOOT NORTHWEST OF A
 BC2458'WITNESS POST.
 BC2458
 BC2458                          STATION RECOVERY (2004)
 BC2458
 BC2458'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC2458'THE MARK IS IN JACKSONVILLE, IN SECTION 33, TOWNSHIP 2 SOUTH, RANGE 26
 BC2458'EAST.
 BC2458'
 BC2458'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN
 BC2458'JUAN BOULEVARD  (STATE ROAD 128) IN JACKSONVILLE, GO EAST AND
 BC2458'SOUTHEAST ON SAN JUAN BOULEVARD (STATE  ROAD 128) ACROSS THE ORTEGA
 BC2458'RIVER BRIDGE (BECOMES GRAND AVENUE, STATE ROAD 211) FOR 1.2  MI TO THE
 BC2458'MARK ON THE LEFT, IN THE CENTER OF A MEDIAN ISLAND, A DISK CRIMPED TO
 BC2458'A ROD  DRIVEN INTO THE GROUND ENCASED IN A PVC PIPE INSIDE OF A
 BC2458'CONCRETE KICKBLOCK, RECESSED 0.5  FT BELOW THE LEVEL OF THE GROUND.
 BC2458'
 BC2458'LOCATED 78.0 FT SOUTHEAST OF THE INTERSECTION OF GRAND AVENUE AND
 BC2458'MCGIRTS BOULEVARD,  78.0 FT SOUTHEAST OF THE CENTERLINE OF MCGIRTS
 BC2458'BOULEVARD, 70.3 FT SOUTH OF A WOODEN  POWER POLE NUMBER 2803 AT THE
 BC2458'EAST CORNER OF THE INTERSECTION OF GRAND AVENUE AN  MCGIRTS
 BC2458'BOULEVARDS, 62.5 FT EAST OF WOODEN POWER POLE NUMBER 2802 AT THE SOUTH
 BC2458'CORNER OF GRAND AVENUE AND BUENA VISTA AVENUE, 19.5 FT SOUTHWEST OF
 BC2458'THE NORTHBOUND  LANES OF GRAND AVENUE (STATE ROAD 211), 18.5 FT
 BC2458'NORTHEAST OF THE CENTERLINE OF THE  SOUTHBOUND LANES OF GRAND AVENUE
 BC2458'(STATE ROAD 211) AND 1.0 FT NORTHWEST OF A CARSONITE  WITNESS POST.
 BC2458'
 BC2458'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MARK.
 BC2458'
 BC2458'NOTE ROD DEPTH OF MARK IS UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2454 ***********************************************************************
 BC2454  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2454  DESIGNATION -  872 0296 C TIDAL RESET
 BC2454  PID         -  BC2454
 BC2454  STATE/COUNTY-  FL/DUVAL
 BC2454  COUNTRY     -  US
 BC2454  USGS QUAD   -  JACKSONVILLE (2018)
 BC2454
 BC2454                         *CURRENT SURVEY CONTROL
 BC2454  ______________________________________________________________________
 BC2454* NAD 83(1986) POSITION- 30 16 44.     (N) 081 42 14.     (W)   SCALED
 BC2454* NAVD 88 ORTHO HEIGHT -     2.018 (meters)        6.62  (feet) ADJUSTED
 BC2454  ______________________________________________________________________
 BC2454  GEOID HEIGHT    -        -28.217 (meters)                     GEOID18
 BC2454  DYNAMIC HEIGHT  -          2.016 (meters)        6.61  (feet) COMP
 BC2454  MODELED GRAVITY -    979,358.4   (mgal)                       NAVD 88
 BC2454
 BC2454  VERT ORDER      -  SECOND    CLASS I
 BC2454
 BC2454.The horizontal coordinates were scaled from a map and have
 BC2454.an estimated accuracy of +/- 6 seconds.
 BC2454
 BC2454.The orthometric height was determined by differential leveling and
 BC2454.adjusted by the NATIONAL GEODETIC SURVEY
 BC2454.in September 2006.
 BC2454
 BC2454.No vertical observational check was made to the station.
 BC2454
 BC2454.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2454.GEOID18 height accuracy estimate available here.
 BC2454
 BC2454.This Tidal Bench Mark is designated as VM 5171
 BC2454.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2454
 BC2454.Click photographs - Photos may exist for this station.
 BC2454
 BC2454.The dynamic height is computed by dividing the NAVD 88
 BC2454.geopotential number by the normal gravity value computed on the
 BC2454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2454.degrees latitude (g = 980.6199 gals.).
 BC2454
 BC2454.The modeled gravity was interpolated from observed gravity values.
 BC2454
 BC2454;                    North         East    Units  Estimated Accuracy
 BC2454;SPC FL E     -   658,990.      132,280.      MT  (+/- 180 meters Scaled)
 BC2454
 BC2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP323498(NAD 83)
 BC2454
 BC2454                          SUPERSEDED SURVEY CONTROL
 BC2454
 BC2454  NAVD 88 (??/??/92)    2.043  (m)            6.70   (f) SUPERSEDED  3 0
 BC2454  NGVD 29 (09/01/92)    2.349  (m)            7.71   (f) ADJUSTED    2 1
 BC2454
 BC2454.Superseded values are not recommended for survey control.
 BC2454
 BC2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2454.See file dsdata.pdf to determine how the superseded data were derived.
 BC2454
 BC2454_MARKER: DJ = TIDAL STATION DISK
 BC2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC2454_STAMPING: 0296 C RESET 1978 RLB GWH
 BC2454_MARK LOGO: NOS
 BC2454_PROJECTION: FLUSH
 BC2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2454+STABILITY: SURFACE MOTION
 BC2454
 BC2454  HISTORY     - Date     Condition        Report By
 BC2454  HISTORY     - 1978     MONUMENTED       NOS
 BC2454  HISTORY     - 1985     GOOD             FLDNR
 BC2454  HISTORY     - 20050109 MARK NOT FOUND   FLDEP
 BC2454
 BC2454                          STATION DESCRIPTION
 BC2454
 BC2454'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2454'IN JACKSONVILLE.
 BC2454'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN JUAN BOULEVARD,
 BC2454'GO 1.05 MILES EASTERLY ON SAN JUAN BOULEVARD (BECOMES GRAND AVENUE)
 BC2454'TO THE MARK.  THE MARK BEARS 43 FEET SOUTH-SOUTHEAST OF THE SOUTH
 BC2454'CORNER OF THE ORTEGA BRIDGE, 31.5 FEET SOUTHWEST OF THE CENTERLINE OF
 BC2454'GRAND AVENUE, AND 10.5 FEET NORTHEAST OF A CONCRETE SEAWALL.
 BC2454'THE MARK IS 1 FT BELOW ROAD.
 BC2454
 BC2454                          STATION RECOVERY (2005)
 BC2454
 BC2454'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BSS)
 BC2454'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI0180 ***********************************************************************
 DI0180  TIDAL BM    -  This is a Tidal Bench Mark.
 DI0180  DESIGNATION -  872 0296 D TIDAL
 DI0180  PID         -  DI0180
 DI0180  STATE/COUNTY-  FL/DUVAL
 DI0180  COUNTRY     -  US
 DI0180  USGS QUAD   -  JACKSONVILLE (2018)
 DI0180
 DI0180                         *CURRENT SURVEY CONTROL
 DI0180  ______________________________________________________________________
 DI0180* NAD 83(1986) POSITION- 30 16 46.31   (N) 081 42 14.78   (W)   HD_HELD1
 DI0180* NAVD 88 ORTHO HEIGHT -     3.079 (meters)       10.10  (feet) ADJUSTED
 DI0180  ______________________________________________________________________
 DI0180  GEOID HEIGHT    -        -28.217 (meters)                     GEOID18
 DI0180  DYNAMIC HEIGHT  -          3.075 (meters)       10.09  (feet) COMP
 DI0180  MODELED GRAVITY -    979,358.4   (mgal)                       NAVD 88
 DI0180
 DI0180  VERT ORDER      -  SECOND    CLASS I
 DI0180
 DI0180.The horizontal coordinates were determined by differentially corrected
 DI0180.hand held GPS observations or other comparable positioning techniques
 DI0180.and have an estimated accuracy of +/- 3 meters.
 DI0180
 DI0180.The orthometric height was determined by differential leveling and
 DI0180.adjusted by the NATIONAL GEODETIC SURVEY
 DI0180.in September 2006.
 DI0180
 DI0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI0180.GEOID18 height accuracy estimate available here.
 DI0180
 DI0180.This Tidal Bench Mark is designated as VM 19318
 DI0180.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI0180
 DI0180.Click photographs - Photos may exist for this station.
 DI0180
 DI0180.The dynamic height is computed by dividing the NAVD 88
 DI0180.geopotential number by the normal gravity value computed on the
 DI0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI0180.degrees latitude (g = 980.6199 gals.).
 DI0180
 DI0180.The modeled gravity was interpolated from observed gravity values.
 DI0180
 DI0180;                    North         East    Units  Estimated Accuracy
 DI0180;SPC FL E     -   659,063.0     132,257.8     MT  (+/- 3 meters HH1 GPS) 
 DI0180
 DI0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3228049970(NAD 83)
 DI0180
 DI0180                          SUPERSEDED SURVEY CONTROL
 DI0180
 DI0180.No superseded survey control is available for this station.
 DI0180
 DI0180_MARKER: DD = SURVEY DISK
 DI0180_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI0180_SP_SET: SIDEWALK
 DI0180_STAMPING: 0296 D 2004
 DI0180_MARK LOGO: FLDEP
 DI0180_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI0180_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI0180+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2019
 DI0180
 DI0180  HISTORY     - Date     Condition        Report By
 DI0180  HISTORY     - 20041020 MONUMENTED       FLDEP
 DI0180  HISTORY     - 20190123 GOOD             DEGROV
 DI0180
 DI0180                          STATION DESCRIPTION
 DI0180
 DI0180'DESCRIBED BY FL DEPT OF ENV PRO 2004 (BSS)
 DI0180'THE MARK IS IN JACKSONVILLE, IN SECTION 33, TOWNSHIP 2 SOUTH, RANGE 26
 DI0180'EAST.
 DI0180'
 DI0180'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN
 DI0180'JUAN BOULEVARD  (STATE ROAD 128) IN JACKSONVILLE, GO EAST AND
 DI0180'SOUTHEAST ON SAN JUAN BOULEVARD (STATE  ROAD 128) ACROSS THE ORTEGA
 DI0180'RIVER BRIDGE (BECOMES GRAND AVENUE, STATE ROAD 211) FOR 1.0  MI TO THE
 DI0180'MARK ON THE RIGHT, SET FLUSH IN A 4.0 FT WIDE CONCRETE SIDEWALK OVER
 DI0180'THE SOUTH  ABUTMENT OF THE GRAND AVENUE (STATE ROAD 211) BRIDGE OVER
 DI0180'THE ORTEGA RIVER.
 DI0180'
 DI0180'LOCATED 220.0 FT NORTH-NORTHWEST OF BENCH MARK NO 2 1939, 31.0 FT
 DI0180'NORTHWEST OF THE  ASPHALT PAVEMENT, 22.3 FT SOUTH-SOUTHEAST OF AN
 DI0180'ALUMINUM LIGHT POLE, 17.6 FT  WEST-SOUTHWEST OF THE CENTERLINE OF
 DI0180'GRAND AVENUE (STATE ROAD 211) AND 10.3 FT NORTH OF  A 3.5 FT BY 4.0 FT
 DI0180'ORNAMENTAL COLUMN STAMPED 720005 AT THE SOUTH CORNER OF THE BRIDGE.
 DI0180
 DI0180                          STATION RECOVERY (2019)
 DI0180
 DI0180'RECOVERY NOTE BY DEGROVE SURVEYORS INCORPORATED 2019 (RN)
 DI0180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2456 ***********************************************************************
 BC2456  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2456  DESIGNATION -  872 0296 TIDAL 1
 BC2456  PID         -  BC2456
 BC2456  STATE/COUNTY-  FL/DUVAL
 BC2456  COUNTRY     -  US
 BC2456  USGS QUAD   -  JACKSONVILLE (2018)
 BC2456
 BC2456                         *CURRENT SURVEY CONTROL
 BC2456  ______________________________________________________________________
 BC2456* NAD 83(1986) POSITION- 30 16 43.     (N) 081 42 12.     (W)   SCALED
 BC2456* NAVD 88 ORTHO HEIGHT -     1.918 (meters)        6.29  (feet) ADJUSTED
 BC2456  ______________________________________________________________________
 BC2456  GEOID HEIGHT    -        -28.217 (meters)                     GEOID18
 BC2456  DYNAMIC HEIGHT  -          1.916 (meters)        6.29  (feet) COMP
 BC2456  MODELED GRAVITY -    979,358.4   (mgal)                       NAVD 88
 BC2456
 BC2456  VERT ORDER      -  SECOND    CLASS I
 BC2456
 BC2456.The horizontal coordinates were scaled from a map and have
 BC2456.an estimated accuracy of +/- 6 seconds.
 BC2456
 BC2456.The orthometric height was determined by differential leveling and
 BC2456.adjusted by the NATIONAL GEODETIC SURVEY
 BC2456.in September 2006.
 BC2456
 BC2456.No vertical observational check was made to the station.
 BC2456
 BC2456.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2456.GEOID18 height accuracy estimate available here.
 BC2456
 BC2456.This Tidal Bench Mark is designated as VM 5167
 BC2456.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2456
 BC2456.Click photographs - Photos may exist for this station.
 BC2456
 BC2456.The dynamic height is computed by dividing the NAVD 88
 BC2456.geopotential number by the normal gravity value computed on the
 BC2456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2456.degrees latitude (g = 980.6199 gals.).
 BC2456
 BC2456.The modeled gravity was interpolated from observed gravity values.
 BC2456
 BC2456;                    North         East    Units  Estimated Accuracy
 BC2456;SPC FL E     -   658,960.      132,330.      MT  (+/- 180 meters Scaled)
 BC2456
 BC2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP323498(NAD 83)
 BC2456
 BC2456                          SUPERSEDED SURVEY CONTROL
 BC2456
 BC2456  NAVD 88 (??/??/92)    1.940  (m)            6.36   (f) SUPERSEDED  3 0
 BC2456  NGVD 29 (09/01/92)    2.246  (m)            7.37   (f) ADJUSTED    2 1
 BC2456
 BC2456.Superseded values are not recommended for survey control.
 BC2456
 BC2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2456.See file dsdata.pdf to determine how the superseded data were derived.
 BC2456
 BC2456_MARKER: DB = BENCH MARK DISK
 BC2456_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC2456_SP_SET: RETAINING WALL
 BC2456_STAMPING: NO 1 1939
 BC2456_MARK LOGO: CGS
 BC2456_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2456+STABILITY: SURFACE MOTION
 BC2456_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2456+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 BC2456
 BC2456  HISTORY     - Date     Condition        Report By
 BC2456  HISTORY     - 1939     MONUMENTED       CGS
 BC2456  HISTORY     - 1985     GOOD             FLDNR
 BC2456  HISTORY     - 20050109 GOOD             FLDEP
 BC2456
 BC2456                          STATION DESCRIPTION
 BC2456
 BC2456'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2456'IN JACKSONVILLE.
 BC2456'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN JUAN BOULEVARD,
 BC2456'GO 1.05 MILES EASTERLY ON SAN JUAN BOULEVARD (BECOMES GRAND AVENUE)
 BC2456'TO THE MARK.  THE MARK BEARS 365 FEET SOUTHEAST OF THE SOUTHEAST END
 BC2456'OF THE ORTEGA BRIDGE, 40.4 FEET SOUTHWEST OF THE CENTERLINE OF GRAND
 BC2456'AVENUE, AND IS SET IN THE TOP OF A ROUND-TOP CONCRETE SEAWALL.
 BC2456'THE MARK IS 1 FT BELOW ROAD.
 BC2456
 BC2456                          STATION RECOVERY (2005)
 BC2456
 BC2456'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BSS)
 BC2456'THE MARK IS IN JACKSONVILLE, IN SECTION 33, TOWNSHIP 2 SOUTH, RANGE 26
 BC2456'EAST.
 BC2456'
 BC2456'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN
 BC2456'JUAN BOULEVARD  (STATE ROAD 128) IN JACKSONVILLE, GO EAST AND
 BC2456'SOUTHEAST ON SAN JUAN BOULEVARD (STATE  ROAD 128) ACROSS THE ORTEGA
 BC2456'RIVER BRIDGE (BECOMES GRAND AVENUE, STATE ROAD 211) FOR  1.05 MI TO
 BC2456'THE MARK ON THE RIGHT, SET FLUSH IN THE CENTER OF THE CONCRETE
 BC2456'RETAINING WALL  AT THE SOUTHWEST SIDE OF GRAND BOULEVARD (STATE ROAD
 BC2456'211).
 BC2456'
 BC2456'LOCATED 371.5 FT SOUTHEAST OF THE SOUTHEAST END OF THE BRIDGE OVER THE
 BC2456'ORTEGA RIVER,  166.5 FT SOUTHEAST OF BENCH MARK NO 2 1939, 40.4 FT
 BC2456'SOUTHWEST OF THE CENTERLINE OF THE  SOUTHBOUND LANE OF GRAND AVENUE
 BC2456'(STATE ROAD 211) AND 9.4 FT NORTHWEST OF THE  SOUTHEASTERN MOST
 BC2456'ORNAMENTAL CONCRETE PILLAR ON THE RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC2455 ***********************************************************************
 BC2455  TIDAL BM    -  This is a Tidal Bench Mark.
 BC2455  DESIGNATION -  872 0296 TIDAL 2
 BC2455  PID         -  BC2455
 BC2455  STATE/COUNTY-  FL/DUVAL
 BC2455  COUNTRY     -  US
 BC2455  USGS QUAD   -  JACKSONVILLE (2018)
 BC2455
 BC2455                         *CURRENT SURVEY CONTROL
 BC2455  ______________________________________________________________________
 BC2455* NAD 83(1986) POSITION- 30 16 44.76   (N) 081 42 12.78   (W)   HD_HELD1
 BC2455* NAVD 88 ORTHO HEIGHT -     1.882 (meters)        6.17  (feet) ADJUSTED
 BC2455  ______________________________________________________________________
 BC2455  GEOID HEIGHT    -        -28.217 (meters)                     GEOID18
 BC2455  DYNAMIC HEIGHT  -          1.880 (meters)        6.17  (feet) COMP
 BC2455  MODELED GRAVITY -    979,358.4   (mgal)                       NAVD 88
 BC2455
 BC2455  VERT ORDER      -  SECOND    CLASS I
 BC2455
 BC2455.The horizontal coordinates were determined by differentially corrected
 BC2455.hand held GPS observations or other comparable positioning techniques
 BC2455.and have an estimated accuracy of +/- 3 meters.
 BC2455
 BC2455.The orthometric height was determined by differential leveling and
 BC2455.adjusted by the NATIONAL GEODETIC SURVEY
 BC2455.in September 2006.
 BC2455
 BC2455.No vertical observational check was made to the station.
 BC2455
 BC2455.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC2455.GEOID18 height accuracy estimate available here.
 BC2455
 BC2455.This Tidal Bench Mark is designated as VM 5168
 BC2455.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC2455
 BC2455.Click photographs - Photos may exist for this station.
 BC2455
 BC2455.The dynamic height is computed by dividing the NAVD 88
 BC2455.geopotential number by the normal gravity value computed on the
 BC2455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC2455.degrees latitude (g = 980.6199 gals.).
 BC2455
 BC2455.The modeled gravity was interpolated from observed gravity values.
 BC2455
 BC2455;                    North         East    Units  Estimated Accuracy
 BC2455;SPC FL E     -   659,014.9     132,311.0     MT  (+/- 3 meters HH1 GPS) 
 BC2455
 BC2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3233449922(NAD 83)
 BC2455
 BC2455                          SUPERSEDED SURVEY CONTROL
 BC2455
 BC2455  NAVD 88 (??/??/92)    1.907  (m)            6.26   (f) SUPERSEDED  3 0
 BC2455  NGVD 29 (09/01/92)    2.213  (m)            7.26   (f) ADJUSTED    2 1
 BC2455
 BC2455.Superseded values are not recommended for survey control.
 BC2455
 BC2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC2455.See file dsdata.pdf to determine how the superseded data were derived.
 BC2455
 BC2455_MARKER: DB = BENCH MARK DISK
 BC2455_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC2455_SP_SET: RETAINING WALL
 BC2455_STAMPING: NO 2 1939
 BC2455_MARK LOGO: CGS
 BC2455_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC2455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC2455+STABILITY: SURFACE MOTION
 BC2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC2455+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 BC2455
 BC2455  HISTORY     - Date     Condition        Report By
 BC2455  HISTORY     - 1939     MONUMENTED       CGS
 BC2455  HISTORY     - 1985     GOOD             FLDNR
 BC2455  HISTORY     - 20050109 GOOD             FLDEP
 BC2455
 BC2455                          STATION DESCRIPTION
 BC2455
 BC2455'DESCRIBED BY FL DEPT OF NAT RES 1985
 BC2455'IN JACKSONVILLE.
 BC2455'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN JUAN BOULEVARD,
 BC2455'GO 1.05 MILES EASTERLY ON SAN JUAN BULEVARD (BECOMES GRAND AVENUE) TO
 BC2455'THE MARK.  THE MARK BEARS 205 FEET SOUTHEAST OF THE SOUTHEAST END OF
 BC2455'THE ORTEGA BRIDGE, 40 FEET SOUTHWEST OF THE CENTERLINE OF GRAND
 BC2455'AVENUE, AND IS SET IN THE TOP OF A ROUND-TOP CONCRETE SEAWALL.
 BC2455'THE MARK IS 2 FT BELOW ROAD.
 BC2455
 BC2455                          STATION RECOVERY (2005)
 BC2455
 BC2455'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BSS)
 BC2455'THE MARK IS IN JACKSONVILLE, IN SECTION 33, TOWNSHIP 2 SOUTH, RANGE 26
 BC2455'EAST.
 BC2455'
 BC2455'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND SAN
 BC2455'JUAN BOULEVARD  (STATE ROAD 128) IN JACKSONVILLE, GO EAST AND
 BC2455'SOUTHEAST ON SAN JUAN BOULEVARD (STATE  ROAD 128) ACROSS THE ORTEGA
 BC2455'RIVER BRIDGE (BECOMES GRAND AVENUE, STATE ROAD 211) FOR  1.05 MI TO
 BC2455'THE MARK ON THE RIGHT, SET FLUSH IN THE CENTER OF THE CONCRETE
 BC2455'RETAINING WALL  AT THE SOUTHWEST SIDE OF GRAND BOULEVARD (STATE ROAD
 BC2455'211).
 BC2455'
 BC2455'LOCATED 205.0 FT SOUTHEAST OF THE SOUTHEAST END OF THE ORTEGA RIVER
 BC2455'BRIDGE, 166.5 FT  NORTHWEST OF BENCH MARK NO 1 1939 AND 41.2 FT
 BC2455'SOUTHWEST OF THE CENTERLINE OF GRAND  AVENUE (STATE ROAD 211).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1528 ***********************************************************************
 BC1528  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1528  DESIGNATION -  872 0305 A TIDAL
 BC1528  PID         -  BC1528
 BC1528  STATE/COUNTY-  FL/DUVAL
 BC1528  COUNTRY     -  US
 BC1528  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 BC1528
 BC1528                         *CURRENT SURVEY CONTROL
 BC1528  ______________________________________________________________________
 BC1528* NAD 83(1986) POSITION- 30 15 13.     (N) 081 25 50.     (W)   SCALED
 BC1528* NAVD 88 ORTHO HEIGHT -     2.375 (meters)        7.79  (feet) ADJUSTED
 BC1528  ______________________________________________________________________
 BC1528  GEOID HEIGHT    -        -28.487 (meters)                     GEOID18
 BC1528  DYNAMIC HEIGHT  -          2.372 (meters)        7.78  (feet) COMP
 BC1528  MODELED GRAVITY -    979,351.1   (mgal)                       NAVD 88
 BC1528
 BC1528  VERT ORDER      -  SECOND    CLASS I
 BC1528
 BC1528.The horizontal coordinates were scaled from a map and have
 BC1528.an estimated accuracy of +/- 6 seconds.
 BC1528
 BC1528.The orthometric height was determined by differential leveling and
 BC1528.adjusted by the NATIONAL GEODETIC SURVEY
 BC1528.in June 1991.
 BC1528
 BC1528.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1528.GEOID18 height accuracy estimate available here.
 BC1528
 BC1528.This Tidal Bench Mark is designated as VM 5172
 BC1528.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1528
 BC1528.Click photographs - Photos may exist for this station.
 BC1528
 BC1528.The dynamic height is computed by dividing the NAVD 88
 BC1528.geopotential number by the normal gravity value computed on the
 BC1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1528.degrees latitude (g = 980.6199 gals.).
 BC1528
 BC1528.The modeled gravity was interpolated from observed gravity values.
 BC1528
 BC1528;                    North         East    Units  Estimated Accuracy
 BC1528;SPC FL E     -   656,060.      158,570.      MT  (+/- 180 meters Scaled)
 BC1528
 BC1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP585469(NAD 83)
 BC1528
 BC1528                          SUPERSEDED SURVEY CONTROL
 BC1528
 BC1528  NGVD 29 (09/01/92)    2.707  (m)            8.88   (f) ADJUSTED    2 1
 BC1528
 BC1528.Superseded values are not recommended for survey control.
 BC1528
 BC1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1528.See file dsdata.pdf to determine how the superseded data were derived.
 BC1528
 BC1528_MARKER: DJ = TIDAL STATION DISK
 BC1528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1528_SP_SET: SEAWALL
 BC1528_STAMPING: 0305 A 1978
 BC1528_MARK LOGO: NOS
 BC1528_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1528+STABILITY: SURFACE MOTION
 BC1528
 BC1528  HISTORY     - Date     Condition        Report By
 BC1528  HISTORY     - 1978     MONUMENTED       NOS
 BC1528  HISTORY     - 1978     GOOD             FLDNR
 BC1528  HISTORY     - 1978     GOOD             FLDNR
 BC1528  HISTORY     - 1987     GOOD             FLDNR
 BC1528
 BC1528                          STATION DESCRIPTION
 BC1528
 BC1528'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1528'3.35 MI SW FROM JACKSONVILLE BEACH.
 BC1528'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1528'2.75 MILES WEST ALONG US HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1528'ROAD. PROCEED 2.3 MILES SOUTH ALONG SAN PABLO ROAD TO AN INTERSECTION
 BC1528'WITH A DIRT ROAD LEADING EASTERLY. PROCEED 850 FEET EASTERLY ALONG THE
 BC1528'DIRT ROAD TO A DIRT ROAD LEADING SOUTH. PROCEED 710 FEET SOUTH ALONG
 BC1528'THE DIRT ROAD TO AN INTERSECTION WITH A DIRT DRIVE LEADING TO THE
 BC1528'ANTHONY HAMILTON RESIDENCE. PROCEED 1056 FEET EAST TO THE LOCATION OF
 BC1528'THE MARK. THE MARK BEARS 42 FEET WEST OF WOODEN DOCK, 72.6 FEET
 BC1528'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE SWIMMING POOL, 44 FEET
 BC1528'WEST OF THE WEST SHORELINE OF THE ATLANTIC INTERCOASTAL WATERWAY, 31
 BC1528'FEET SOUTH OF LARGE OAK TREE SOUTH OF SWIMMING POOL.
 BC1528
 BC1528                          STATION RECOVERY (1978)
 BC1528
 BC1528'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1528'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1528'2.75 MILES WEST ALONG US HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1528'ROAD. PROCEED 2.3 MILES SOUTH ALONG SAN PABLO ROAD TO AN INTERSECTION
 BC1528'WITH A DIRT ROAD LEADING EASTERLY. PROCEED 850 FEET EASTERLY ALONG THE
 BC1528'DIRT ROAD TO A DIRT ROAD LEADING SOUTH. PROCEED 710 FEET SOUTH ALONG
 BC1528'THE DIRT ROAD TO AN INTERSECTION WITH A DIRT DRIVE LEADING TO THE
 BC1528'ANTHONY HAMILTON RESIDENCE. PROCEED 1056 FEET EAST TO THE LOCATION OF
 BC1528'THE MARK. THE MARK BEARS 42 FEET WEST OF WOODEN DOCK, 72.6 FEET
 BC1528'SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE SWIMMING POOL, 44 FEET
 BC1528'WEST OF THE WEST SHORELINE OF THE ATLANTIC INTERCOASTAL WATERWAY, 31
 BC1528'FEET SOUTH OF LARGE OAK TREE SOUTH OF SWIMMING POOL.
 BC1528
 BC1528                          STATION RECOVERY (1987)
 BC1528
 BC1528'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1528'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT OMIT ANTHONY
 BC1528'HAMILTON AND ADD 4933 DIXIE LANDING DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1529 ***********************************************************************
 BC1529  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1529  DESIGNATION -  872 0305 B TIDAL
 BC1529  PID         -  BC1529
 BC1529  STATE/COUNTY-  FL/DUVAL
 BC1529  COUNTRY     -  US
 BC1529  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 BC1529
 BC1529                         *CURRENT SURVEY CONTROL
 BC1529  ______________________________________________________________________
 BC1529* NAD 83(1986) POSITION- 30 15 10.     (N) 081 26 03.     (W)   SCALED
 BC1529* NAVD 88 ORTHO HEIGHT -     3.227 (meters)       10.59  (feet) ADJUSTED
 BC1529  ______________________________________________________________________
 BC1529  GEOID HEIGHT    -        -28.482 (meters)                     GEOID18
 BC1529  DYNAMIC HEIGHT  -          3.223 (meters)       10.57  (feet) COMP
 BC1529  MODELED GRAVITY -    979,351.0   (mgal)                       NAVD 88
 BC1529
 BC1529  VERT ORDER      -  SECOND    CLASS I
 BC1529
 BC1529.The horizontal coordinates were scaled from a map and have
 BC1529.an estimated accuracy of +/- 6 seconds.
 BC1529
 BC1529.The orthometric height was determined by differential leveling and
 BC1529.adjusted by the NATIONAL GEODETIC SURVEY
 BC1529.in June 1991.
 BC1529
 BC1529.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1529.GEOID18 height accuracy estimate available here.
 BC1529
 BC1529.This Tidal Bench Mark is designated as VM 5173
 BC1529.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1529
 BC1529.Click photographs - Photos may exist for this station.
 BC1529
 BC1529.The dynamic height is computed by dividing the NAVD 88
 BC1529.geopotential number by the normal gravity value computed on the
 BC1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1529.degrees latitude (g = 980.6199 gals.).
 BC1529
 BC1529.The modeled gravity was interpolated from observed gravity values.
 BC1529
 BC1529;                    North         East    Units  Estimated Accuracy
 BC1529;SPC FL E     -   655,970.      158,220.      MT  (+/- 180 meters Scaled)
 BC1529
 BC1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP582468(NAD 83)
 BC1529
 BC1529                          SUPERSEDED SURVEY CONTROL
 BC1529
 BC1529  NGVD 29 (09/01/92)    3.559  (m)           11.68   (f) ADJUSTED    2 1
 BC1529
 BC1529.Superseded values are not recommended for survey control.
 BC1529
 BC1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1529.See file dsdata.pdf to determine how the superseded data were derived.
 BC1529
 BC1529_MARKER: DB = BENCH MARK DISK
 BC1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1529_STAMPING: 0305 B 1978
 BC1529_MARK LOGO: NOS
 BC1529_PROJECTION: FLUSH
 BC1529_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1529+STABILITY: SURFACE MOTION
 BC1529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1529+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 BC1529
 BC1529  HISTORY     - Date     Condition        Report By
 BC1529  HISTORY     - 1978     MONUMENTED       NOS
 BC1529  HISTORY     - 1978     GOOD             FLDNR
 BC1529  HISTORY     - 1978     GOOD             FLDNR
 BC1529  HISTORY     - 1987     GOOD             FLDNR
 BC1529  HISTORY     - 20041130 GOOD             FLDEP
 BC1529
 BC1529                          STATION DESCRIPTION
 BC1529
 BC1529'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1529'3.35 MI SW FROM JACKSONVILLE BEACH.
 BC1529'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1529'2.75 MILES WEST ALONG US HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1529'ROAD. PROCEED 2.3 MILES SOUTH ALONG SAN PABLO ROAD TO AN INTERSECTION
 BC1529'WITH A DIRT ROAD LEADING EASTERLY. PROCEED 850 FEET EASTERLY ALONG THE
 BC1529'DIRT ROAD TO A DIRT ROAD LEADING SOUTH. PROCEED 763 FEET SOUTH ALONG
 BC1529'THE DIRT ROAD TO THE LOCATION OF THE MARK. THE MARK BEARS 32 FEET EAST
 BC1529'OF THE CENTER LINE OF THE DIRT ROAD, 34.5 FEET SOUTH OF DIRT DRIVE
 BC1529'LEADING TO THE GAGE, 552 FEET SOUTH OF TIDAL MARK 0305 C 1978, 0.3
 BC1529'MILES WEST OF TIDAL MARK 0305 A 1978.
 BC1529
 BC1529                          STATION RECOVERY (1978)
 BC1529
 BC1529'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1529'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1529'2.75 MILES WEST ALONG US HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1529'ROAD. PROCEED 2.3 MILES SOUTH ALONG SAN PABLO ROAD TO AN INTERSECTION
 BC1529'WITH A DIRT ROAD LEADING EASTERLY. PROCEED 850 FEET EASTERLY ALONG THE
 BC1529'DIRT ROAD TO A DIRT ROAD LEADING SOUTH. PROCEED 763 FEET SOUTH ALONG
 BC1529'THE DIRT ROAD TO THE LOCATION OF THE MARK. THE MARK BEARS 32 FEET EAST
 BC1529'OF THE CENTER LINE OF THE DIRT ROAD, 34.5 FEET SOUTH OF DIRT DRIVE
 BC1529'LEADING TO THE GAGE, 552 FEET SOUTH OF TIDAL MARK 0305 C 1978, 0.3
 BC1529'MILES WEST OF TIDAL MARK 0305 A 1978.
 BC1529
 BC1529                          STATION RECOVERY (1987)
 BC1529
 BC1529'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1529'RECOVERED AS DESCRIBED.
 BC1529
 BC1529                          STATION RECOVERY (2004)
 BC1529
 BC1529'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1529'THE MARK IS ABOUT 8.9 MI (14.3 KM) NORTH-NORTHEAST OF BAYARD, 5.9 MI
 BC1529'(9.5 KM) NORTH-NORTHWEST OF PALM VALLEY, 3.8 MI (6.1 KM) SOUTHWEST OF
 BC1529'JACKSONVILLE BEACH, IN SECTION 38, TOWNSHIP 3 SOUTH, RANGE 29 EAST.
 BC1529'
 BC1529'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND U.S. HIGHWAY
 BC1529'90 (BEACH BOULEVARD) IN JACKSONVILLE BEACH, GO WEST ON U.S. HIGHWAY 90
 BC1529'FOR 2.8 MI (4.5 KM) TO THE INTERSECTION OF SAN PABLO ROAD, TURN LEFT
 BC1529'ON SAN PABLO ROAD AND GO SOUTH FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF
 BC1529'DIXIE LANDING DRIVE ON THE LEFT (JUST SOUTH OF THE BUTLER BOULEVARD
 BC1529'OVERPASS), TURN LEFT ON DIXIE LANDING DRIVE AND GO EAST AND SOUTH FOR
 BC1529'0.3 MI (0.5 KM) TO THE FRONT OF THE RESIDENCE AT 4933 DIXIE LANDING
 BC1529'DRIVE AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 BC1529'MONUMENT ABOUT LEVEL WITH THE DIXIE LANDING DRIVE.
 BC1529'
 BC1529'LOCATED 72.0 FT (21.9 M) NORTHWEST OF TWIN (JOINED) 17-INCH PINE
 BC1529'TREES, 50.4 FT (15.4 M) SOUTH-SOUTHEAST OF A 21-INCH (53 CM) PINE
 BC1529'TREE, 40.0 FT (12.2 M) EAST OF THE CENTER OF DIXIE LANDING DRIVE, 26.0
 BC1529'FT (7.9 M) SOUTH-SOUTHWEST OF A SAND DRIVE TO THE RESIDENCE AT 4933
 BC1529'DIXIE LANDING DRIVE AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS
 BC1529'POST.
 BC1529'
 BC1529'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1530 ***********************************************************************
 BC1530  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1530  DESIGNATION -  872 0305 C TIDAL
 BC1530  PID         -  BC1530
 BC1530  STATE/COUNTY-  FL/DUVAL
 BC1530  COUNTRY     -  US
 BC1530  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 BC1530
 BC1530                         *CURRENT SURVEY CONTROL
 BC1530  ______________________________________________________________________
 BC1530* NAD 83(1986) POSITION- 30 15 18.     (N) 081 26 04.     (W)   SCALED
 BC1530* NAVD 88 ORTHO HEIGHT -     3.181 (meters)       10.44  (feet) ADJUSTED
 BC1530  ______________________________________________________________________
 BC1530  GEOID HEIGHT    -        -28.483 (meters)                     GEOID18
 BC1530  DYNAMIC HEIGHT  -          3.177 (meters)       10.42  (feet) COMP
 BC1530  MODELED GRAVITY -    979,351.1   (mgal)                       NAVD 88
 BC1530
 BC1530  VERT ORDER      -  SECOND    CLASS I
 BC1530
 BC1530.The horizontal coordinates were scaled from a map and have
 BC1530.an estimated accuracy of +/- 6 seconds.
 BC1530
 BC1530.The orthometric height was determined by differential leveling and
 BC1530.adjusted by the NATIONAL GEODETIC SURVEY
 BC1530.in June 1991.
 BC1530
 BC1530.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1530.GEOID18 height accuracy estimate available here.
 BC1530
 BC1530.This Tidal Bench Mark is designated as VM 5174
 BC1530.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1530
 BC1530.Click photographs - Photos may exist for this station.
 BC1530
 BC1530.The dynamic height is computed by dividing the NAVD 88
 BC1530.geopotential number by the normal gravity value computed on the
 BC1530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1530.degrees latitude (g = 980.6199 gals.).
 BC1530
 BC1530.The modeled gravity was interpolated from observed gravity values.
 BC1530
 BC1530;                    North         East    Units  Estimated Accuracy
 BC1530;SPC FL E     -   656,210.      158,190.      MT  (+/- 180 meters Scaled)
 BC1530
 BC1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP582471(NAD 83)
 BC1530
 BC1530                          SUPERSEDED SURVEY CONTROL
 BC1530
 BC1530  NGVD 29 (09/01/92)    3.513  (m)           11.53   (f) ADJUSTED    2 1
 BC1530
 BC1530.Superseded values are not recommended for survey control.
 BC1530
 BC1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1530.See file dsdata.pdf to determine how the superseded data were derived.
 BC1530
 BC1530_MARKER: DB = BENCH MARK DISK
 BC1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1530_STAMPING: 0305 C 1978
 BC1530_MARK LOGO: NOS
 BC1530_PROJECTION: FLUSH
 BC1530_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1530+STABILITY: SURFACE MOTION
 BC1530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1530+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 BC1530
 BC1530  HISTORY     - Date     Condition        Report By
 BC1530  HISTORY     - 1978     MONUMENTED       NOS
 BC1530  HISTORY     - 1978     GOOD             FLDNR
 BC1530  HISTORY     - 1978     GOOD             FLDNR
 BC1530  HISTORY     - 1987     GOOD             FLDNR
 BC1530  HISTORY     - 20041130 GOOD             FLDEP
 BC1530
 BC1530                          STATION DESCRIPTION
 BC1530
 BC1530'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1530'3.35 MI SW FROM JACKSONVILLE BEACH.
 BC1530'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1530'2.75 MILES WEST ALONG US HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1530'ROAD. PROCEED 2.3 MILES SOUTH ALONG SAN PABLO ROAD TO AN INTERSECTION
 BC1530'WITH A DIRT ROAD LEADING EASTERLY. PROCEED 850 FEET EASTERLY ALONG THE
 BC1530'DIRT ROAD TO AN INTERSECTION WITH A DIRT ROAD LEADING SOUTHERLY.
 BC1530'PROCEED 0.4 MILES SOUTHERLY ALONG THE DIRT ROAD TO THE LOCATION OF THE
 BC1530'MARK. THE MARK BEARS 25 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD,
 BC1530'55.2 FEET NORTHWEST OF TIDAL MARK 0305 B 1978, 0.2 MILES SOUTHEAST OF
 BC1530'TIDAL MARK 0305 D 1978.
 BC1530
 BC1530                          STATION RECOVERY (1978)
 BC1530
 BC1530'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1530'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1530'2.75 MILES WEST ALONG US HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1530'ROAD. PROCEED 2.3 MILES SOUTH ALONG SAN PABLO ROAD TO AN INTERSECTION
 BC1530'WITH A DIRT ROAD LEADING EASTERLY. PROCEED 850 FEET EASTERLY ALONG THE
 BC1530'DIRT ROAD TO AN INTERSECTION WITH A DIRT ROAD LEADING SOUTHERLY.
 BC1530'PROCEED 0.4 MILES SOUTHERLY ALONG THE DIRT ROAD TO THE LOCATION OF THE
 BC1530'MARK. THE MARK BEARS 25 FEET WEST OF THE CENTER LINE OF THE DIRT ROAD,
 BC1530'55.2 FEET NORTHWEST OF TIDAL MARK 0305 B 1978, 0.2 MILES SOUTHEAST OF
 BC1530'TIDAL MARK 0305 D 1978.
 BC1530
 BC1530                          STATION RECOVERY (1987)
 BC1530
 BC1530'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1530'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT CHANGE 55.2 FEET
 BC1530'TO 552 FEET.
 BC1530
 BC1530                          STATION RECOVERY (2004)
 BC1530
 BC1530'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1530'THE MARK IS ABOUT 9.0 MI (14.5 KM) NORTH-NORTHEAST OF BAYARD, 6.0 MI
 BC1530'(9.7 KM) NORTH-NORTHWEST OF PALM VALLEY, 3.7 MI (5.9 KM) SOUTHWEST OF
 BC1530'JACKSONVILLE BEACH, IN SECTION 38, TOWNSHIP 3 SOUTH, RANGE 29 EAST.
 BC1530'
 BC1530'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND U.S. HIGHWAY
 BC1530'90 (BEACH BOULEVARD) IN JACKSONVILLE BEACH, GO WEST ON U.S. HIGHWAY 90
 BC1530'FOR 2.8 MI (4.5 KM) TO THE INTERSECTION OF SAN PABLO ROAD, TURN LEFT
 BC1530'ON SAN PABLO ROAD AND GO SOUTH FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF
 BC1530'DIXIE LANDING DRIVE ON THE LEFT (JUST SOUTH OF THE BUTLER BOULEVARD
 BC1530'OVERPASS), TURN LEFT ON DIXIE LANDING DRIVE AND GO EAST AND SOUTH FOR
 BC1530'0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 BC1530'CONCRETE MONUMENT ABOUT LEVEL WITH THE DIXIE LANDING DRIVE.
 BC1530'
 BC1530'LOCATED 74.0 FT (22.6 M) SOUTH OF A COMMON DRIVEWAY TO FIVE RESIDENCES
 BC1530'ON THE EAST SIDE OF DIXIE LANDING DRIVE, 63.2 FT (19.3 M)
 BC1530'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A SIMULATED BRICK WALL SOUTH
 BC1530'OF THE COMMON DRIVE TO FIVE RESIDENCES ON THE EAST SIDE OF DIXIE
 BC1530'LANDING DRIVE, 44.1 FT (13.4 M) WEST-SOUTHWEST OF A 7.0 FT (2.1 M) BY
 BC1530'13.5 FT (4.1 M) CONCRETE SLAB FOR A TRASH CAN ENCLOSURE, 26.5 FT (8.1
 BC1530'M) EAST OF A SIMULATED BRICK WALL ON THE WEST SIDE OF DIXIE LANDING
 BC1530'DRIVE, 20.5 FT (6.2 M) WEST OF THE CENTER OF DIXIE LANDING DRIVE AND
 BC1530'1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS  POST.
 BC1530'
 BC1530'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1531 ***********************************************************************
 BC1531  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1531  DESIGNATION -  872 0305 D TIDAL
 BC1531  PID         -  BC1531
 BC1531  STATE/COUNTY-  FL/DUVAL
 BC1531  COUNTRY     -  US
 BC1531  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 BC1531
 BC1531                         *CURRENT SURVEY CONTROL
 BC1531  ______________________________________________________________________
 BC1531* NAD 83(1986) POSITION- 30 15 20.     (N) 081 26 14.     (W)   SCALED
 BC1531* NAVD 88 ORTHO HEIGHT -     3.725 (meters)       12.22  (feet) ADJUSTED
 BC1531  ______________________________________________________________________
 BC1531  GEOID HEIGHT    -        -28.480 (meters)                     GEOID18
 BC1531  DYNAMIC HEIGHT  -          3.720 (meters)       12.20  (feet) COMP
 BC1531  MODELED GRAVITY -    979,351.1   (mgal)                       NAVD 88
 BC1531
 BC1531  VERT ORDER      -  SECOND    CLASS I
 BC1531
 BC1531.The horizontal coordinates were scaled from a map and have
 BC1531.an estimated accuracy of +/- 6 seconds.
 BC1531
 BC1531.The orthometric height was determined by differential leveling and
 BC1531.adjusted by the NATIONAL GEODETIC SURVEY
 BC1531.in June 1991.
 BC1531
 BC1531.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1531.GEOID18 height accuracy estimate available here.
 BC1531
 BC1531.This Tidal Bench Mark is designated as VM 5175
 BC1531.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1531
 BC1531.Click photographs - Photos may exist for this station.
 BC1531
 BC1531.The dynamic height is computed by dividing the NAVD 88
 BC1531.geopotential number by the normal gravity value computed on the
 BC1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1531.degrees latitude (g = 980.6199 gals.).
 BC1531
 BC1531.The modeled gravity was interpolated from observed gravity values.
 BC1531
 BC1531;                    North         East    Units  Estimated Accuracy
 BC1531;SPC FL E     -   656,280.      157,930.      MT  (+/- 180 meters Scaled)
 BC1531
 BC1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP579471(NAD 83)
 BC1531
 BC1531                          SUPERSEDED SURVEY CONTROL
 BC1531
 BC1531  NGVD 29 (09/01/92)    4.057  (m)           13.31   (f) ADJUSTED    2 1
 BC1531
 BC1531.Superseded values are not recommended for survey control.
 BC1531
 BC1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1531.See file dsdata.pdf to determine how the superseded data were derived.
 BC1531
 BC1531_MARKER: DJ = TIDAL STATION DISK
 BC1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1531_STAMPING: 0305 D 1978
 BC1531_MARK LOGO: NOS
 BC1531_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1531+STABILITY: SURFACE MOTION
 BC1531
 BC1531  HISTORY     - Date     Condition        Report By
 BC1531  HISTORY     - 1978     MONUMENTED       NOS
 BC1531  HISTORY     - 1978     GOOD             FLDNR
 BC1531  HISTORY     - 1987     GOOD             FLDNR
 BC1531
 BC1531                          STATION DESCRIPTION
 BC1531
 BC1531'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1531'3.35 MI SW FROM JACKSONVILLE BEACH.
 BC1531'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1531'2.75 MILES WEST ALONGUS HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1531'ROAD. PROCEED 2.3 MILES SOUTH ALONG SAN PABLO ROAD TO THE LOCATION OF
 BC1531'THE MARK. THE MARK BEARS 60 FEET SOUTHWEST OF THE INTERSECTION OF SAN
 BC1531'PABLO ROAD AND A DIRT ROAD LEADING EASTERLY, 57 FEET WEST OF THE
 BC1531'CENTER LINE OF SAN PABLO ROAD, 2.4 FEET EAST OF FENCE LINE, 0.2 MILES
 BC1531'SOUTH OF TIDAL MARK 0305 E 1978.
 BC1531
 BC1531                          STATION RECOVERY (1987)
 BC1531
 BC1531'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1531'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1526 ***********************************************************************
 BC1526  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1526  DESIGNATION -  872 0305 E TIDAL
 BC1526  PID         -  BC1526
 BC1526  STATE/COUNTY-  FL/DUVAL
 BC1526  COUNTRY     -  US
 BC1526  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 BC1526
 BC1526                         *CURRENT SURVEY CONTROL
 BC1526  ______________________________________________________________________
 BC1526* NAD 83(1986) POSITION- 30 15 31.     (N) 081 26 12.     (W)   SCALED
 BC1526* NAVD 88 ORTHO HEIGHT -     3.882 (meters)       12.74  (feet) ADJUSTED
 BC1526  ______________________________________________________________________
 BC1526  GEOID HEIGHT    -        -28.483 (meters)                     GEOID18
 BC1526  DYNAMIC HEIGHT  -          3.877 (meters)       12.72  (feet) COMP
 BC1526  MODELED GRAVITY -    979,351.3   (mgal)                       NAVD 88
 BC1526
 BC1526  VERT ORDER      -  SECOND    CLASS I
 BC1526
 BC1526.The horizontal coordinates were scaled from a map and have
 BC1526.an estimated accuracy of +/- 6 seconds.
 BC1526
 BC1526.The orthometric height was determined by differential leveling and
 BC1526.adjusted by the NATIONAL GEODETIC SURVEY
 BC1526.in June 1991.
 BC1526
 BC1526.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1526.GEOID18 height accuracy estimate available here.
 BC1526
 BC1526.This Tidal Bench Mark is designated as VM 5176
 BC1526.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1526
 BC1526.Click photographs - Photos may exist for this station.
 BC1526
 BC1526.The dynamic height is computed by dividing the NAVD 88
 BC1526.geopotential number by the normal gravity value computed on the
 BC1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1526.degrees latitude (g = 980.6199 gals.).
 BC1526
 BC1526.The modeled gravity was interpolated from observed gravity values.
 BC1526
 BC1526;                    North         East    Units  Estimated Accuracy
 BC1526;SPC FL E     -   656,620.      157,980.      MT  (+/- 180 meters Scaled)
 BC1526
 BC1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP579475(NAD 83)
 BC1526
 BC1526                          SUPERSEDED SURVEY CONTROL
 BC1526
 BC1526  NGVD 29 (09/01/92)    4.215  (m)           13.83   (f) ADJUSTED    2 1
 BC1526
 BC1526.Superseded values are not recommended for survey control.
 BC1526
 BC1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1526.See file dsdata.pdf to determine how the superseded data were derived.
 BC1526
 BC1526_MARKER: DJ = TIDAL STATION DISK
 BC1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1526_STAMPING: 0305 E 1978
 BC1526_MARK LOGO: NOS
 BC1526_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1526+STABILITY: SURFACE MOTION
 BC1526
 BC1526  HISTORY     - Date     Condition        Report By
 BC1526  HISTORY     - 1978     MONUMENTED       NOS
 BC1526  HISTORY     - 1978     GOOD             FLDNR
 BC1526  HISTORY     - 1978     GOOD             FLDNR
 BC1526  HISTORY     - 1987     GOOD             FLDNR
 BC1526
 BC1526                          STATION DESCRIPTION
 BC1526
 BC1526'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1526'3.35 MI SW FROM JACKSONVILLE BEACH.
 BC1526'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1526'2.75 MILES WEST ALONG US HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1526'ROAD. PROCEED 2.1 MILES SOUTH ALONG SAN PABLO ROAD TO THE LOCATION OF
 BC1526'THE MARK. THE MARK BEARS 55 FEET EAST OF THE CENTER LINE OF SAN PABLO
 BC1526'ROAD, 17.6 FEET WEST OF A CONCRETE POWER POLE, 0.2 MILES SOUTH OF
 BC1526'BENCH MARK STAMPED DUV 3 1978 CLB, 0.2 MILES NORTH OF TIDAL MARK
 BC1526'STAMPED 0305 D 1978.
 BC1526
 BC1526                          STATION RECOVERY (1978)
 BC1526
 BC1526'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1526'BEGIN AT THE INTERSECTION OF US HIGHWAY 90 AND US HIGHWAY A1A. PROCEED
 BC1526'2.75 MILES WEST ALONG US HIGHWAY 90 TO AN INTERSECTION WITH SAN PABLO
 BC1526'ROAD. PROCEED 2.1 MILES SOUTH ALONG SAN PABLO ROAD TO THE LOCATION OF
 BC1526'THE MARK. THE MARK BEARS 55 FEET EAST OF THE CENTER LINE OF SAN PABLO
 BC1526'ROAD, 17.6 FEET WEST OF A CONCRETE POWER POLE, 0.2 MILES SOUTH OF
 BC1526'BENCH MARK STAMPED DUV 3 1978 CLB, 0.2 MILES NORTH OF TIDAL MARK
 BC1526'STAMPED 0305 D 1978.
 BC1526
 BC1526                          STATION RECOVERY (1987)
 BC1526
 BC1526'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1526'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4021 ***********************************************************************
 DM4021  DESIGNATION -  872 0305 F
 DM4021  PID         -  DM4021
 DM4021  STATE/COUNTY-  FL/DUVAL
 DM4021  COUNTRY     -  US
 DM4021  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 DM4021
 DM4021                         *CURRENT SURVEY CONTROL
 DM4021  ______________________________________________________________________
 DM4021* NAD 83(1986) POSITION- 30 15 25.89   (N) 081 25 44.09   (W)   HD_HELD1
 DM4021* NAVD 88 ORTHO HEIGHT -     0.866 (meters)        2.84  (feet) ADJUSTED
 DM4021  ______________________________________________________________________
 DM4021  GEOID HEIGHT    -        -28.492 (meters)                     GEOID18
 DM4021  DYNAMIC HEIGHT  -          0.865 (meters)        2.84  (feet) COMP
 DM4021  MODELED GRAVITY -    979,351.2   (mgal)                       NAVD 88
 DM4021
 DM4021  VERT ORDER      -  SECOND    CLASS I
 DM4021
 DM4021.The horizontal coordinates were determined by differentially corrected
 DM4021.hand held GPS observations or other comparable positioning techniques
 DM4021.and have an estimated accuracy of +/- 3 meters.
 DM4021
 DM4021.The orthometric height was determined by differential leveling and
 DM4021.adjusted by the NATIONAL GEODETIC SURVEY
 DM4021.in August 2011.
 DM4021
 DM4021.No vertical observational check was made to the station.
 DM4021
 DM4021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4021.GEOID18 height accuracy estimate available here.
 DM4021
 DM4021.Click photographs - Photos may exist for this station.
 DM4021
 DM4021.The dynamic height is computed by dividing the NAVD 88
 DM4021.geopotential number by the normal gravity value computed on the
 DM4021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4021.degrees latitude (g = 980.6199 gals.).
 DM4021
 DM4021.The modeled gravity was interpolated from observed gravity values.
 DM4021
 DM4021;                    North         East    Units  Estimated Accuracy
 DM4021;SPC FL E     -   656,454.6     158,725.1     MT  (+/- 3 meters HH1 GPS) 
 DM4021
 DM4021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5873947362(NAD 83)
 DM4021
 DM4021                          SUPERSEDED SURVEY CONTROL
 DM4021
 DM4021.No superseded survey control is available for this station.
 DM4021
 DM4021_MARKER: DD = SURVEY DISK
 DM4021_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4021_SP_SET: BRIDGE PIER FOOTING
 DM4021_STAMPING: 0305 F 2002
 DM4021_MARK LOGO: FLDEP
 DM4021_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4021_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4021+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2009
 DM4021
 DM4021  HISTORY     - Date     Condition        Report By
 DM4021  HISTORY     - 20021005 MONUMENTED       FLDEP
 DM4021  HISTORY     - 20090305 GOOD             FLDEP
 DM4021
 DM4021                          STATION DESCRIPTION
 DM4021
 DM4021'DESCRIBED BY FL DEPT OF ENV PRO 2002 (MJR)
 DM4021'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH-NORTHEAST OF BAYARD,
 DM4021'6.0 MI (9.7 KM) NORTH-NORTHWEST OF PALM VALLEY AND 3.3 MI (5.3 KM)
 DM4021'SOUTHWEST OF JACKSONVILLE BEACH.
 DM4021'
 DM4021'THE MARK IS ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF JACKSONVILLE BEACH,
 DM4021'UNDER STATE ROAD 202 (BUTLER BOULEVARD) ON THE WEST SIDE OF THE
 DM4021'INTRACOASTAL WATERWAY, IN SECTION 38, TOWNSHIP 3 SOUTH, RANGE 29 EAST.
 DM4021'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A AND US
 DM4021'HIGHWAY 90 (BEACH BOULEVARD) IN JACKSONVILLE BEACH, GO WEST ON U.S.
 DM4021'HIGHWAY 90 (BEACH BOULEVARD) FOR 1.3 MI (2.1 KM) TO THE INTERSECTION
 DM4021'OF 20TH STREET.  TURN RIGHT ON 20TH STREET AND GO NORTH FOR 0.5 MI
 DM4021'(0.8 KM) TO A PUBLIC BOAT RAMP ON THE LEFT AND THE END OF TRUCK
 DM4021'TRAVEL, NOW BY BOAT GO SOUTH ON THE INTRACOASTAL WATERWAY FOR ABOUT
 DM4021'2.3 MI (3.7 KM) TO THE OVERPASS OF STATE ROAD 202 (BUTLER BOULEVARD)
 DM4021'BRIDGE AND THE MARK ON THE RIGHT, SET FLUSH IN THE FOOTING OF THE
 DM4021'BRIDGE PIER.
 DM4021'
 DM4021'THE MARK IS LOCATED ABOUT 174.4 FT (53.2 M) EAST OF SURVEY MARK 0305 G
 DM4021'2002, 99.5 FT (30.3 M) NORTHWEST OF THE AQUATRAK (TIDE GAUGE), 96.2 FT
 DM4021'(29.3 M) EAST OF THE WEST BANK OF THE INTRACOASTAL WATERWAY AND 3.0 FT
 DM4021'(0.9 M) NORTHWEST OF THE SOUTHEAST CORNER OF THE FOOTING POLE CAP.
 DM4021
 DM4021                          STATION RECOVERY (2009)
 DM4021
 DM4021'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 DM4021'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4020 ***********************************************************************
 DM4020  TIDAL BM    -  This is a Tidal Bench Mark.
 DM4020  DESIGNATION -  872 0305 G
 DM4020  PID         -  DM4020
 DM4020  STATE/COUNTY-  FL/DUVAL
 DM4020  COUNTRY     -  US
 DM4020  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 DM4020
 DM4020                         *CURRENT SURVEY CONTROL
 DM4020  ______________________________________________________________________
 DM4020* NAD 83(1986) POSITION- 30 15 25.87   (N) 081 25 46.08   (W)   HD_HELD1
 DM4020* NAVD 88 ORTHO HEIGHT -     1.189 (meters)        3.90  (feet) ADJUSTED
 DM4020  ______________________________________________________________________
 DM4020  GEOID HEIGHT    -        -28.491 (meters)                     GEOID18
 DM4020  DYNAMIC HEIGHT  -          1.187 (meters)        3.89  (feet) COMP
 DM4020  MODELED GRAVITY -    979,351.2   (mgal)                       NAVD 88
 DM4020
 DM4020  VERT ORDER      -  FIRST     CLASS II
 DM4020
 DM4020.The horizontal coordinates were determined by differentially corrected
 DM4020.hand held GPS observations or other comparable positioning techniques
 DM4020.and have an estimated accuracy of +/- 3 meters.
 DM4020
 DM4020.The orthometric height was determined by differential leveling and
 DM4020.adjusted by the NATIONAL GEODETIC SURVEY
 DM4020.in August 2011.
 DM4020
 DM4020.No vertical observational check was made to the station.
 DM4020
 DM4020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4020.GEOID18 height accuracy estimate available here.
 DM4020
 DM4020.This Tidal Bench Mark is designated as VM 19320
 DM4020.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM4020
 DM4020.Click photographs - Photos may exist for this station.
 DM4020
 DM4020.The dynamic height is computed by dividing the NAVD 88
 DM4020.geopotential number by the normal gravity value computed on the
 DM4020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4020.degrees latitude (g = 980.6199 gals.).
 DM4020
 DM4020.The modeled gravity was interpolated from observed gravity values.
 DM4020
 DM4020;                    North         East    Units  Estimated Accuracy
 DM4020;SPC FL E     -   656,454.2     158,671.9     MT  (+/- 3 meters HH1 GPS) 
 DM4020
 DM4020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5868547362(NAD 83)
 DM4020
 DM4020                          SUPERSEDED SURVEY CONTROL
 DM4020
 DM4020.No superseded survey control is available for this station.
 DM4020
 DM4020_MARKER: DD = SURVEY DISK
 DM4020_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4020_SP_SET: BRIDGE PIER FOOTING
 DM4020_STAMPING: 0305 G 2002
 DM4020_MARK LOGO: FLDEP
 DM4020_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4020_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4020_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4020+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2009
 DM4020
 DM4020  HISTORY     - Date     Condition        Report By
 DM4020  HISTORY     - 20021005 MONUMENTED       FLDEP
 DM4020  HISTORY     - 20090305 GOOD             FLDEP
 DM4020
 DM4020                          STATION DESCRIPTION
 DM4020
 DM4020'DESCRIBED BY FL DEPT OF ENV PRO 2002 (MJR)
 DM4020'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH-NORTHEAST OF BAYARD,
 DM4020'6.0 MI (9.7 KM) NORTH-NORTHWEST OF PALM VALLEY AND 3.4 MI (5.5 KM)
 DM4020'SOUTHWEST OF JACKSONVILLE BEACH.
 DM4020'
 DM4020'THE MARK IS ABOUT 3.0 MI (4.8 KM) SOUTHWEST OF JACKSONVILLE BEACH,
 DM4020'UNDER STATE ROAD 202 (BUTLER BOULEVARD) ON THE WEST SIDE OF THE
 DM4020'INTRACOASTAL WATERWAY, IN SECTION 38, TOWNSHIP 3 SOUTH, RANGE 29 EAST.
 DM4020'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A AND US
 DM4020'HIGHWAY 90 (BEACH BOULEVARD) IN JACKSONVILLE BEACH, GO WEST ON U.S.
 DM4020'HIGHWAY 90 (BEACH BOULEVARD) FOR 1.3 MI (2.1 KM) TO THE INTERSECTION
 DM4020'OF 20TH STREET.  TURN RIGHT ON 20TH STREET AND GO NORTH FOR 0.5 MI
 DM4020'(0.8 KM) TO A PUBLIC BOAT RAMP ON THE LEFT AND THE END OF TRUCK
 DM4020'TRAVEL, NOW BY BOAT GO SOUTH ON THE INTRACOASTAL WATERWAY FOR ABOUT
 DM4020'2.3 MI (3.7 KM) TO THE OVERPASS OF STATE ROAD 202 (BUTLER BOULEVARD)
 DM4020'BRIDGE AND THE MARK ON THE RIGHT, SET FLUSH IN THE FOOTING OF THE
 DM4020'BRIDGE PIER.
 DM4020'
 DM4020'THE MARK IS LOCATED ABOUT 203.5 FT (62.0 M) EAST OF SURVEY MARK 0305 H
 DM4020'2002, 174.4 FT (53.2 M) WEST OF SURVEY MARK 0305 F 2002, 78.2 FT (23.8
 DM4020'M) WEST OF THE WEST BANK OF THE INTRACOASTAL WATERWAY AND 2.4 FT (0.7
 DM4020'M) NORTHWEST OF THE SOUTHEAST CORNER OF THE FOOTING POLE CAP.
 DM4020
 DM4020                          STATION RECOVERY (2009)
 DM4020
 DM4020'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 DM4020'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4019 ***********************************************************************
 DM4019  TIDAL BM    -  This is a Tidal Bench Mark.
 DM4019  DESIGNATION -  872 0305 H
 DM4019  PID         -  DM4019
 DM4019  STATE/COUNTY-  FL/DUVAL
 DM4019  COUNTRY     -  US
 DM4019  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 DM4019
 DM4019                         *CURRENT SURVEY CONTROL
 DM4019  ______________________________________________________________________
 DM4019* NAD 83(1986) POSITION- 30 15 25.80   (N) 081 25 48.41   (W)   HD_HELD1
 DM4019* NAVD 88 ORTHO HEIGHT -     1.177 (meters)        3.86  (feet) ADJUSTED
 DM4019  ______________________________________________________________________
 DM4019  GEOID HEIGHT    -        -28.490 (meters)                     GEOID18
 DM4019  DYNAMIC HEIGHT  -          1.176 (meters)        3.86  (feet) COMP
 DM4019  MODELED GRAVITY -    979,351.2   (mgal)                       NAVD 88
 DM4019
 DM4019  VERT ORDER      -  FIRST     CLASS II
 DM4019
 DM4019.The horizontal coordinates were determined by differentially corrected
 DM4019.hand held GPS observations or other comparable positioning techniques
 DM4019.and have an estimated accuracy of +/- 3 meters.
 DM4019
 DM4019.The orthometric height was determined by differential leveling and
 DM4019.adjusted by the NATIONAL GEODETIC SURVEY
 DM4019.in August 2011.
 DM4019
 DM4019.No vertical observational check was made to the station.
 DM4019
 DM4019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4019.GEOID18 height accuracy estimate available here.
 DM4019
 DM4019.This Tidal Bench Mark is designated as VM 19321
 DM4019.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM4019
 DM4019.Click photographs - Photos may exist for this station.
 DM4019
 DM4019.The dynamic height is computed by dividing the NAVD 88
 DM4019.geopotential number by the normal gravity value computed on the
 DM4019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4019.degrees latitude (g = 980.6199 gals.).
 DM4019
 DM4019.The modeled gravity was interpolated from observed gravity values.
 DM4019
 DM4019;                    North         East    Units  Estimated Accuracy
 DM4019;SPC FL E     -   656,452.3     158,609.6     MT  (+/- 3 meters HH1 GPS) 
 DM4019
 DM4019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5862347360(NAD 83)
 DM4019
 DM4019                          SUPERSEDED SURVEY CONTROL
 DM4019
 DM4019.No superseded survey control is available for this station.
 DM4019
 DM4019_MARKER: DD = SURVEY DISK
 DM4019_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4019_SP_SET: BRIDGE PIER FOOTING
 DM4019_STAMPING: 0305 H 2002
 DM4019_MARK LOGO: FLDEP
 DM4019_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4019+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2009
 DM4019
 DM4019  HISTORY     - Date     Condition        Report By
 DM4019  HISTORY     - 20021005 MONUMENTED       FLDEP
 DM4019  HISTORY     - 20090305 GOOD             FLDEP
 DM4019
 DM4019                          STATION DESCRIPTION
 DM4019
 DM4019'DESCRIBED BY FL DEPT OF ENV PRO 2002 (MJR)
 DM4019'THE MARK IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH-NORTHEAST OF BAYARD,
 DM4019'6.1 MI (9.8 KM) NORTH-NORTHWEST OF PALM VALLEY AND 3.4 MI (5.5 KM)
 DM4019'SOUTHWEST OF JACKSONVILLE BEACH, UNDER STATE ROAD 202 (BUTLER
 DM4019'BOULEVARD) ON THE WEST SIDE OF THE INTRACOASTAL WATERWAY, IN SECTION
 DM4019'38, TOWNSHIP 3 SOUTH, RANGE 29 EAST.
 DM4019'
 DM4019'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A AND US
 DM4019'HIGHWAY 90 (BEACH BOULEVARD) IN JACKSONVILLE BEACH, GO WEST ON U.S.
 DM4019'HIGHWAY 90 (BEACH BOULEVARD) FOR 1.3 MI (2.1 KM) TO THE INTERSECTION
 DM4019'OF 20TH STREET.  TURN RIGHT ON 20TH STREET AND GO NORTH FOR 0.5 MI
 DM4019'(0.8 KM) TO A PUBLIC BOAT RAMP ON THE LEFT AND THE END OF TRUCK
 DM4019'TRAVEL, NOW BY BOAT GO SOUTH ON THE INTRACOASTAL WATERWAY FOR ABOUT
 DM4019'2.3 MI (3.7 KM) TO THE OVERPASS OF STATE ROAD 202 (BUTLER BOULEVARD)
 DM4019'BRIDGE AND THE MARK ON THE RIGHT, SET FLUSH IN THE FOOTING OF THE
 DM4019'BRIDGE PIER.
 DM4019'
 DM4019'THE MARK IS LOCATED ABOUT 270.0 FT (82.3 M) WEST OF THE WEST BANK OF
 DM4019'THE INTRACOASTAL WATERWAY, 206.2 FT (62.8 M) EAST OF SURVEY MARK 0305
 DM4019'J 2002, 203.5 FT (62.0 M) WEST OF SURVEY MARK 0305 G 2002, 2.1 FT (0.6
 DM4019'M) NORTHWEST OF THE SOUTHEAST CORNER OF THE FOOTING PILE CAP.
 DM4019
 DM4019                          STATION RECOVERY (2009)
 DM4019
 DM4019'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 DM4019'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4018 ***********************************************************************
 DM4018  TIDAL BM    -  This is a Tidal Bench Mark.
 DM4018  DESIGNATION -  872 0305 J
 DM4018  PID         -  DM4018
 DM4018  STATE/COUNTY-  FL/DUVAL
 DM4018  COUNTRY     -  US
 DM4018  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 DM4018
 DM4018                         *CURRENT SURVEY CONTROL
 DM4018  ______________________________________________________________________
 DM4018* NAD 83(1986) POSITION- 30 15 25.73   (N) 081 25 50.85   (W)   HD_HELD1
 DM4018* NAVD 88 ORTHO HEIGHT -     1.634 (meters)        5.36  (feet) ADJUSTED
 DM4018  ______________________________________________________________________
 DM4018  GEOID HEIGHT    -        -28.489 (meters)                     GEOID18
 DM4018  DYNAMIC HEIGHT  -          1.632 (meters)        5.35  (feet) COMP
 DM4018  MODELED GRAVITY -    979,351.2   (mgal)                       NAVD 88
 DM4018
 DM4018  VERT ORDER      -  FIRST     CLASS II
 DM4018
 DM4018.The horizontal coordinates were determined by differentially corrected
 DM4018.hand held GPS observations or other comparable positioning techniques
 DM4018.and have an estimated accuracy of +/- 3 meters.
 DM4018
 DM4018.The orthometric height was determined by differential leveling and
 DM4018.adjusted by the NATIONAL GEODETIC SURVEY
 DM4018.in August 2011.
 DM4018
 DM4018.No vertical observational check was made to the station.
 DM4018
 DM4018.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4018.GEOID18 height accuracy estimate available here.
 DM4018
 DM4018.This Tidal Bench Mark is designated as VM 19322
 DM4018.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM4018
 DM4018.Click photographs - Photos may exist for this station.
 DM4018
 DM4018.The dynamic height is computed by dividing the NAVD 88
 DM4018.geopotential number by the normal gravity value computed on the
 DM4018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4018.degrees latitude (g = 980.6199 gals.).
 DM4018
 DM4018.The modeled gravity was interpolated from observed gravity values.
 DM4018
 DM4018;                    North         East    Units  Estimated Accuracy
 DM4018;SPC FL E     -   656,450.4     158,544.3     MT  (+/- 3 meters HH1 GPS) 
 DM4018
 DM4018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5855847358(NAD 83)
 DM4018
 DM4018                          SUPERSEDED SURVEY CONTROL
 DM4018
 DM4018.No superseded survey control is available for this station.
 DM4018
 DM4018_MARKER: DD = SURVEY DISK
 DM4018_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4018_SP_SET: BRIDGE PIER FOOTING
 DM4018_STAMPING: 0305 J 2002
 DM4018_MARK LOGO: FLDEP
 DM4018_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4018_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4018_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4018+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2009
 DM4018
 DM4018  HISTORY     - Date     Condition        Report By
 DM4018  HISTORY     - 20021005 MONUMENTED       FLDEP
 DM4018  HISTORY     - 20090305 GOOD             FLDEP
 DM4018
 DM4018                          STATION DESCRIPTION
 DM4018
 DM4018'DESCRIBED BY FL DEPT OF ENV PRO 2002 (MJR)
 DM4018'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHEAST OF BAYARD,
 DM4018'6.1 MI (9.8 KM) NORTH-NORTHWEST OF PALM VALLEY AND 3.4 MI (5.5 KM)
 DM4018'SOUTHWEST OF JACKSONVILLE BEACH, UNDER STATE ROAD 202 (BUTLER
 DM4018'BOULEVARD) ON THE WEST SIDE OF THE INTRACOASTAL WATERWAY, IN SECTION
 DM4018'38, TOWNSHIP 3 SOUTH, RANGE 29 EAST.
 DM4018'
 DM4018'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND US HIGHWAY
 DM4018'90 (BEACH BOULEVARD) IN JACKSONVILLE BEACH, GO WEST ON U.S. HIGHWAY 90
 DM4018'(BEACH BOULEVARD) FOR 2.8 MI (4.5 KM) TO THE INTERSECTION OF SAN PABLO
 DM4018'ROAD.  TURN LEFT ON SAN PABLO ROAD AND GO SOUTH FOR 2.2 MI (3.5 KM) TO
 DM4018'THE OVERPASS OF STATE ROAD 202 (BUTLER BOULEVARD).  CONTINUE SOUTH ON
 DM4018'SAN PABLO ROAD FOR 0.05 MI (0.1 KM) TO THE SOUTH SIDE OF THE EASTBOUND
 DM4018'RAMP FOR STATE ROAD 202 (BUTLER BOULEVARD).  TURN LEFT ON THE DIM
 DM4018'TRACK ROAD ON THE SOUTH SIDE OF THE RAMP AND GO EAST PARALLELING STATE
 DM4018'ROAD 202 (BUTLER BOULEVARD) EASTBOUND RAMP FOR 0.3 MI (0.5 KM) TO THE
 DM4018'DEAD END, THE OVERPASS OF STATE ROAD 202 (BUTLER BOULEVARD) AND THE
 DM4018'MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE SOUTHEAST CORNER OF THE
 DM4018'THIRD BRIDGE COLUMN FOOTING PILE CAP FROM THE WEST END OF STATE ROAD
 DM4018'202 (BUTLER BOULEVARD) OVERPASS AND ABOUT 3.7 FT (1.1 M) ABOVE THE
 DM4018'LEVEL OF THE GROUND.  THE MARK CAN ALSO BE REACHED FROM THE
 DM4018'INTERSECTION OF STATE ROAD A1A AND U.S. HIGHWAY 90 (BEACH BOULEVARD)
 DM4018'IN JACKSONVILLE BEACH, GO WEST ON U.S. HIGHWAY 90 (BEACH BOULEVARD)
 DM4018'FOR 1.3 MI (2.1 KM) TO THE INTERSECTION OF 20TH STREET.  TURN RIGHT ON
 DM4018'20TH STREET AND GO NORTH FOR 0.5 MI (0.8 KM) TO A PUBLIC BOAT RAMP ON
 DM4018'THE LEFT AND THE END OF TRUCK TRAVEL, NOW BY BOAT GO SOUTH ON THE
 DM4018'INTRACOASTAL WATERWAY FOR ABOUT 2.3 MI (3.7 KM) TO THE OVERPASS OF
 DM4018'STATE ROAD 202 (BUTLER BOULEVARD) BRIDGE AND THE MARK ON THE RIGHT.
 DM4018'
 DM4018'THE MARK IS LOCATED ABOUT 145.0 FT (44.2 M) EAST OF SURVEY MARK 0305 K
 DM4018'2002, 2.4 FT (0.7 M) WEST OF THE EAST FACE OF THE FOOTING PILING CAP,
 DM4018'2.3 NORTH OF A CARSONITE WITNESS POST AND 2.1 FT (0.6 M) NORTH OF THE
 DM4018'SOUTH FACE OF THE FOOTING PILING CAP.
 DM4018
 DM4018                          STATION RECOVERY (2009)
 DM4018
 DM4018'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 DM4018'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4017 ***********************************************************************
 DM4017  TIDAL BM    -  This is a Tidal Bench Mark.
 DM4017  DESIGNATION -  872 0305 K
 DM4017  PID         -  DM4017
 DM4017  STATE/COUNTY-  FL/DUVAL
 DM4017  COUNTRY     -  US
 DM4017  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 DM4017
 DM4017                         *CURRENT SURVEY CONTROL
 DM4017  ______________________________________________________________________
 DM4017* NAD 83(1986) POSITION- 30 15 25.69   (N) 081 25 53.14   (W)   HD_HELD1
 DM4017* NAVD 88 ORTHO HEIGHT -     2.101 (meters)        6.89  (feet) ADJUSTED
 DM4017  ______________________________________________________________________
 DM4017  GEOID HEIGHT    -        -28.489 (meters)                     GEOID18
 DM4017  DYNAMIC HEIGHT  -          2.099 (meters)        6.89  (feet) COMP
 DM4017  MODELED GRAVITY -    979,351.2   (mgal)                       NAVD 88
 DM4017
 DM4017  VERT ORDER      -  FIRST     CLASS II
 DM4017
 DM4017.The horizontal coordinates were determined by differentially corrected
 DM4017.hand held GPS observations or other comparable positioning techniques
 DM4017.and have an estimated accuracy of +/- 3 meters.
 DM4017
 DM4017.The orthometric height was determined by differential leveling and
 DM4017.adjusted by the NATIONAL GEODETIC SURVEY
 DM4017.in August 2011.
 DM4017
 DM4017.No vertical observational check was made to the station.
 DM4017
 DM4017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4017.GEOID18 height accuracy estimate available here.
 DM4017
 DM4017.This Tidal Bench Mark is designated as VM 19323
 DM4017.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM4017
 DM4017.Click photographs - Photos may exist for this station.
 DM4017
 DM4017.The dynamic height is computed by dividing the NAVD 88
 DM4017.geopotential number by the normal gravity value computed on the
 DM4017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4017.degrees latitude (g = 980.6199 gals.).
 DM4017
 DM4017.The modeled gravity was interpolated from observed gravity values.
 DM4017
 DM4017;                    North         East    Units  Estimated Accuracy
 DM4017;SPC FL E     -   656,449.4     158,483.1     MT  (+/- 3 meters HH1 GPS) 
 DM4017
 DM4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5849747357(NAD 83)
 DM4017
 DM4017                          SUPERSEDED SURVEY CONTROL
 DM4017
 DM4017.No superseded survey control is available for this station.
 DM4017
 DM4017_MARKER: DD = SURVEY DISK
 DM4017_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4017_SP_SET: BRIDGE PIER FOOTING
 DM4017_STAMPING: 0305 K 2002
 DM4017_MARK LOGO: FLDEP
 DM4017_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4017_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4017+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2009
 DM4017
 DM4017  HISTORY     - Date     Condition        Report By
 DM4017  HISTORY     - 20021005 MONUMENTED       FLDEP
 DM4017  HISTORY     - 20090305 GOOD             FLDEP
 DM4017
 DM4017                          STATION DESCRIPTION
 DM4017
 DM4017'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DM4017'THE MARK IS LOCATED ABOUT 9.2 MI (14.8 KM) NORTH-NORTHEAST OF BAYARD,
 DM4017'6.1 MI (9.8 KM) NORTH-NORTHWEST OF PALM VALLEY AND 3.5 MI (5.6 KM)
 DM4017'SOUTHWEST OF JACKSONVILLE BEACH, UNDER STATE ROAD 202 (BUTLER
 DM4017'BOULEVARD) NEAR THE WEST END OF THE BRIDGE, IN SECTION 38, TOWNSHIP 3
 DM4017'SOUTH, RANGE 29 EAST.
 DM4017'
 DM4017'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND US HIGHWAY
 DM4017'90 (BEACH BOULEVARD) IN JACKSONVILLE BEACH, GO WEST ON U.S. HIGHWAY 90
 DM4017'(BEACH BOULEVARD) FOR 2.8 MI (4.5 KM) TO THE INTERSECTION OF SAN PABLO
 DM4017'ROAD.  TURN LEFT ON SAN PABLO ROAD AND GO SOUTH FOR 2.2 MI (3.5 KM) TO
 DM4017'THE OVERPASS OF STATE ROAD 202 (BUTLER BOULEVARD).  CONTINUE SOUTH ON
 DM4017'SAN PABLO ROAD FOR 0.05 MI (0.1 KM) TO THE SOUTH SIDE OF THE EASTBOUND
 DM4017'RAMP FOR STATE ROAD 202 (BUTLER BOULEVARD).  TURN LEFT ON THE DIM
 DM4017'TRACK ROAD ON THE SOUTH SIDE OF THE RAMP AND GO EAST PARALLELING STATE
 DM4017'ROAD 202 (BUTLER BOULEVARD) FOR 0.3 MI (0.5 KM) TO THE DEAD END OF THE
 DM4017'ROAD, THE OVERPASS OF STATE ROAD 202 (BUTLER BOULEVARD) AND THE MARK
 DM4017'ON THE LEFT, SET FLUSH IN THE TOP OF THE SOUTHEAST CORNER OF THE FIRST
 DM4017'BRIDGE COLUMN PILE FOOTING CAP FROM THE WEST END OF STATE ROAD 202
 DM4017'(BUTLER BOULEVARD) OVERPASS AND ABOUT 2.4 FT (0.7 M) ABOVE THE LEVEL
 DM4017'OF THE GROUND.
 DM4017'
 DM4017'THE MARK IS LOCATED 2.2 FT (0.7 M) NORTH OF THE SOUTH FACE OF THE PILE
 DM4017'CAP AND 1.8 FT (0.5 M) WEST OF THE EAST FACE OF THE PILE CAP.
 DM4017
 DM4017                          STATION RECOVERY (2009)
 DM4017
 DM4017'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 DM4017'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4016 ***********************************************************************
 DM4016  TIDAL BM    -  This is a Tidal Bench Mark.
 DM4016  DESIGNATION -  872 0305 L
 DM4016  PID         -  DM4016
 DM4016  STATE/COUNTY-  FL/DUVAL
 DM4016  COUNTRY     -  US
 DM4016  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 DM4016
 DM4016                         *CURRENT SURVEY CONTROL
 DM4016  ______________________________________________________________________
 DM4016* NAD 83(1986) POSITION- 30 15 24.74   (N) 081 26 00.95   (W)   HD_HELD1
 DM4016* NAVD 88 ORTHO HEIGHT -     3.200 (meters)       10.50  (feet) ADJUSTED
 DM4016  ______________________________________________________________________
 DM4016  GEOID HEIGHT    -        -28.486 (meters)                     GEOID18
 DM4016  DYNAMIC HEIGHT  -          3.196 (meters)       10.49  (feet) COMP
 DM4016  MODELED GRAVITY -    979,351.1   (mgal)                       NAVD 88
 DM4016
 DM4016  VERT ORDER      -  FIRST     CLASS II
 DM4016
 DM4016.The horizontal coordinates were determined by differentially corrected
 DM4016.hand held GPS observations or other comparable positioning techniques
 DM4016.and have an estimated accuracy of +/- 3 meters.
 DM4016
 DM4016.The orthometric height was determined by differential leveling and
 DM4016.adjusted by the NATIONAL GEODETIC SURVEY
 DM4016.in August 2011.
 DM4016
 DM4016.No vertical observational check was made to the station.
 DM4016
 DM4016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4016.GEOID18 height accuracy estimate available here.
 DM4016
 DM4016.This Tidal Bench Mark is designated as VM 19324
 DM4016.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM4016
 DM4016.Click photographs - Photos may exist for this station.
 DM4016
 DM4016.The dynamic height is computed by dividing the NAVD 88
 DM4016.geopotential number by the normal gravity value computed on the
 DM4016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4016.degrees latitude (g = 980.6199 gals.).
 DM4016
 DM4016.The modeled gravity was interpolated from observed gravity values.
 DM4016
 DM4016;                    North         East    Units  Estimated Accuracy
 DM4016;SPC FL E     -   656,420.9     158,274.2     MT  (+/- 3 meters HH1 GPS) 
 DM4016
 DM4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5828847328(NAD 83)
 DM4016
 DM4016                          SUPERSEDED SURVEY CONTROL
 DM4016
 DM4016.No superseded survey control is available for this station.
 DM4016
 DM4016_MARKER: DD = SURVEY DISK
 DM4016_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4016_SP_SET: LIGHT POLE BASE
 DM4016_STAMPING: 0305 L 2002
 DM4016_MARK LOGO: FLDEP
 DM4016_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4016+STABILITY: SURFACE MOTION
 DM4016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4016+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2009
 DM4016
 DM4016  HISTORY     - Date     Condition        Report By
 DM4016  HISTORY     - 20021005 MONUMENTED       FLDEP
 DM4016  HISTORY     - 20090305 GOOD             FLDEP
 DM4016
 DM4016                          STATION DESCRIPTION
 DM4016
 DM4016'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DM4016'THE MARK IS LOCATED ABOUT 9.1 MI (14.6 KM) NORTH-NORTHEAST OF BAYARD,
 DM4016'6.2 MI (10.0 KM) NORTH-NORTHWEST OF PALM VALLEY AND 3.6 MI (5.8 KM)
 DM4016'SOUTHWEST OF JACKSONVILLE BEACH, IN SECTION 38, TOWNSHIP 3 SOUTH,
 DM4016'RANGE 29 EAST.
 DM4016'
 DM4016'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND US HIGHWAY
 DM4016'90 (BEACH BOULEVARD) IN JACKSONVILLE BEACH, GO WEST ON U.S. HIGHWAY 90
 DM4016'(BEACH BOULEVARD) FOR 2.8 MI (4.5 KM) TO THE INTERSECTION OF SAN PABLO
 DM4016'ROAD.  TURN LEFT ON SAN PABLO ROAD AND GO SOUTH FOR 2.2 MI (3.5 KM) TO
 DM4016'THE OVERPASS OF STATE ROAD 202 (BUTLER BOULEVARD).  CONTINUE SOUTH ON
 DM4016'SAN PABLO ROAD FOR 0.05 MI (0.1 KM) TO THE SOUTH SIDE OF THE EASTBOUND
 DM4016'RAMP FOR STATE ROAD 202 (BUTLER BOULEVARD).  TURN LEFT ON THE DIM
 DM4016'TRACK ROAD ON THE SOUTH SIDE OF THE RAMP AND GO EAST PARALLELING STATE
 DM4016'ROAD 202 (BUTLER BOULEVARD) EASTBOUND RAMP FOR 0.15 MI (0.2 KM) TO THE
 DM4016'MARK ON THE LEFT, SET IN THE TOP OF THE SOUTHWEST CORNER OF THE
 DM4016'CONCRETE BASE FOR A LIGHT POLE, ABOUT 1.2 FT (0.4 M) ABOVE THE LEVEL
 DM4016'OF THE GROUND AND ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF THE DIM
 DM4016'TRACK ROAD.
 DM4016'
 DM4016'THE MARK IS LOCATED 62.2 FT (19.0 M) SOUTH OF THE SOUTH EDGE OF
 DM4016'PAVEMENT OF STATE ROAD 202 (BUTLER BOULEVARD), 58.0 FT (17.7 M) SOUTH
 DM4016'OF THE GUARD RAIL, 23.5 FT (7.2 M) NORTH OF THE APPROXIMATE CENTERLINE
 DM4016'OF THE DIM TRACK ROAD AND 1.1 FT (0.3 M) SOUTHWEST OF AN ALUMINUM
 DM4016'LIGHT POLE NUMBER LE2001.
 DM4016
 DM4016                          STATION RECOVERY (2009)
 DM4016
 DM4016'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 DM4016'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4015 ***********************************************************************
 DM4015  TIDAL BM    -  This is a Tidal Bench Mark.
 DM4015  DESIGNATION -  872 0305 M
 DM4015  PID         -  DM4015
 DM4015  STATE/COUNTY-  FL/DUVAL
 DM4015  COUNTRY     -  US
 DM4015  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 DM4015
 DM4015                         *CURRENT SURVEY CONTROL
 DM4015  ______________________________________________________________________
 DM4015* NAD 83(1986) POSITION- 30 15 22.05   (N) 081 26 12.48   (W)   HD_HELD1
 DM4015* NAVD 88 ORTHO HEIGHT -     3.902 (meters)       12.80  (feet) ADJUSTED
 DM4015  ______________________________________________________________________
 DM4015  GEOID HEIGHT    -        -28.481 (meters)                     GEOID18
 DM4015  DYNAMIC HEIGHT  -          3.897 (meters)       12.79  (feet) COMP
 DM4015  MODELED GRAVITY -    979,351.1   (mgal)                       NAVD 88
 DM4015
 DM4015  VERT ORDER      -  SECOND    CLASS I
 DM4015
 DM4015.The horizontal coordinates were determined by differentially corrected
 DM4015.hand held GPS observations or other comparable positioning techniques
 DM4015.and have an estimated accuracy of +/- 3 meters.
 DM4015
 DM4015.The orthometric height was determined by differential leveling and
 DM4015.adjusted by the NATIONAL GEODETIC SURVEY
 DM4015.in August 2011.
 DM4015
 DM4015.No vertical observational check was made to the station.
 DM4015
 DM4015.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4015.GEOID18 height accuracy estimate available here.
 DM4015
 DM4015.This Tidal Bench Mark is designated as VM 19325
 DM4015.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM4015
 DM4015.Click photographs - Photos may exist for this station.
 DM4015
 DM4015.The dynamic height is computed by dividing the NAVD 88
 DM4015.geopotential number by the normal gravity value computed on the
 DM4015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4015.degrees latitude (g = 980.6199 gals.).
 DM4015
 DM4015.The modeled gravity was interpolated from observed gravity values.
 DM4015
 DM4015;                    North         East    Units  Estimated Accuracy
 DM4015;SPC FL E     -   656,339.3     157,965.7     MT  (+/- 3 meters HH1 GPS) 
 DM4015
 DM4015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5798047247(NAD 83)
 DM4015
 DM4015                          SUPERSEDED SURVEY CONTROL
 DM4015
 DM4015.No superseded survey control is available for this station.
 DM4015
 DM4015_MARKER: DD = SURVEY DISK
 DM4015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4015_STAMPING: 0305 M 2002
 DM4015_MARK LOGO: FLDEP
 DM4015_PROJECTION: FLUSH
 DM4015_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4015+STABILITY: SURFACE MOTION
 DM4015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4015+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2002
 DM4015
 DM4015  HISTORY     - Date     Condition        Report By
 DM4015  HISTORY     - 20021005 MONUMENTED       FLDEP
 DM4015  HISTORY     - 20090303 MARK NOT FOUND   FLDEP
 DM4015
 DM4015                          STATION DESCRIPTION
 DM4015
 DM4015'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DM4015'THE MARK IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTH-NORTHEAST OF BAYARD,
 DM4015'6.2 MI (10.0 KM) NORTH-NORTHWEST OF PALM VALLEY AND 3.7 MI (6.0 KM)
 DM4015'SOUTHWEST OF JACKSONVILLE BEACH, IN SECTION 38, TOWNSHIP 3 SOUTH,
 DM4015'RANGE 29 EAST.
 DM4015'
 DM4015'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND US HIGHWAY
 DM4015'90 (BEACH BOULEVARD) IN JACKSONVILLE BEACH, GO WEST ON U.S. HIGHWAY 90
 DM4015'(BEACH BOULEVARD) FOR 2.8 MI (4.5 KM) TO THE INTERSECTION OF SAN PABLO
 DM4015'ROAD.  TURN LEFT ON SAN PABLO ROAD AND GO SOUTH FOR 2.2 MI (3.5 KM) TO
 DM4015'THE OVERPASS OF STATE ROAD 202 (BUTLER BOULEVARD).  CONTINUE SOUTH ON
 DM4015'SAN PABLO ROAD FOR 0.05 MI (0.1 KM) TO THE MARK ON THE LEFT, SET IN
 DM4015'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT
 DM4015'0.5 FT (15 CM) ABOVE THE LEVEL OF SAN PABLO ROAD.
 DM4015'
 DM4015'THE MARK IS LOCATED 232.0 FT (70.7 M) NORTH OF THE APPROXIMATE
 DM4015'CENTERLINE OF DIXIE LANDING DRIVE, 100.0 FT (30.5 M) SOUTH OF THE
 DM4015'SOUTH EDGE OF THE CURB OF THE EASTBOUND RAMP TO STATE ROAD 202 (BUTLER
 DM4015'BOULEVARD), 29.7 FT (9.1 M) EAST OF THE EAST CURB OF SAN PABLO ROAD,
 DM4015'22.0 FT (6.7 M) NORTHEAST OF A SQUARE CONCRETE LIGHT POLE NUMBER 40903
 DM4015'WITH 1 GUY WIRE ATTACHED, 21.0 FT (6.4 M) EAST OF THE EAST SIDE OF THE
 DM4015'SIDEWALK, 3.7 FT (1.1 M) NORTH OF A SQUARE LIGHT POLE NUMBER 4901 WITH
 DM4015'A TRANSFORMER ATTACHED AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS
 DM4015'POST.
 DM4015
 DM4015                          STATION RECOVERY (2009)
 DM4015
 DM4015'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (JLM)
 DM4015'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5276 ***********************************************************************
 DM5276  DESIGNATION -  872 0305 N
 DM5276  PID         -  DM5276
 DM5276  STATE/COUNTY-  FL/DUVAL
 DM5276  COUNTRY     -  US
 DM5276  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 DM5276
 DM5276                         *CURRENT SURVEY CONTROL
 DM5276  ______________________________________________________________________
 DM5276* NAD 83(1986) POSITION- 30 15 22.6    (N) 081 26 11.7    (W)   HD_HELD2
 DM5276* NAVD 88 ORTHO HEIGHT -     3.822 (meters)       12.54  (feet) ADJUSTED
 DM5276  ______________________________________________________________________
 DM5276  GEOID HEIGHT    -        -28.482 (meters)                     GEOID18
 DM5276  DYNAMIC HEIGHT  -          3.818 (meters)       12.53  (feet) COMP
 DM5276  MODELED GRAVITY -    979,351.1   (mgal)                       NAVD 88
 DM5276
 DM5276  VERT ORDER      -  FIRST     CLASS II
 DM5276
 DM5276.The horizontal coordinates were established by autonomous hand held GPS
 DM5276.observations and have an estimated accuracy of +/- 10 meters.
 DM5276
 DM5276.The orthometric height was determined by differential leveling and
 DM5276.adjusted by the NATIONAL GEODETIC SURVEY
 DM5276.in August 2011.
 DM5276
 DM5276.No vertical observational check was made to the station.
 DM5276
 DM5276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5276.GEOID18 height accuracy estimate available here.
 DM5276
 DM5276.Click photographs - Photos may exist for this station.
 DM5276
 DM5276.The dynamic height is computed by dividing the NAVD 88
 DM5276.geopotential number by the normal gravity value computed on the
 DM5276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5276.degrees latitude (g = 980.6199 gals.).
 DM5276
 DM5276.The modeled gravity was interpolated from observed gravity values.
 DM5276
 DM5276;                    North         East    Units  Estimated Accuracy
 DM5276;SPC FL E     -   656,356.      157,987.      MT  (+/- 10 meters HH2 GPS)
 DM5276
 DM5276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5800047264(NAD 83)
 DM5276
 DM5276                          SUPERSEDED SURVEY CONTROL
 DM5276
 DM5276.No superseded survey control is available for this station.
 DM5276
 DM5276_MARKER: DD = SURVEY DISK
 DM5276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5276_STAMPING: 0305 N 2009
 DM5276_MARK LOGO: FLDEP
 DM5276_PROJECTION: RECESSED 5 CENTIMETERS
 DM5276_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5276+STABILITY: SURFACE MOTION
 DM5276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5276+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2009
 DM5276
 DM5276  HISTORY     - Date     Condition        Report By
 DM5276  HISTORY     - 20090214 MONUMENTED       FLDEP
 DM5276
 DM5276                          STATION DESCRIPTION
 DM5276
 DM5276'DESCRIBED BY FL DEPT OF ENV PRO 2009
 DM5276'THE MARK IS ABOUT 9.0 MI (14.5 KM) NORTH-NORTHEAST OF BAYARD, 6.2 MI
 DM5276'(9.9 KM) NORTH-NORTHWEST OF PALM VALLEY, 3.7 MI (5.9 KM) SOUTHWEST OF
 DM5276'JACKSONVILLE BEACH, IN SECTION 38, TOWNSHIP 3 SOUTH, RANGE 29 EAST.
 DM5276'
 DM5276'TO REACH THE MARK FROM THE JUNCTION OF THIRD STREET SOUTH (STATE
 DM5276'HIGHWAY A1A) AND BEACH BOULEVARD (U.S. HIGHWAY 90) IN JACKSONVILLE
 DM5276'BEACH, GO WEST ON BEACH BOULEVARD (U.S. HIGHWAY 90) FOR 2.85 MI (4.6
 DM5276'KM) TO THE INTERSECTION OF SAN PABLO ROAD SOUTH ON THE LEFT, TURN LEFT
 DM5276'ON SAN PABLO ROAD SOUTH AND GO SOUTH FOR 2.2 MI (3.5 KM) TO THE
 DM5276'OVERPASS OF STATE HIGHWAY 202 (J. TURNER BUTLER BOULEVARD), CONTINUE
 DM5276'SOUTH ON SAN PABLO ROAD SOUTH FOR 0.05 MI (0.1 KM) TO THE SOUTH SIDE
 DM5276'OF THE EASTBOUND RAMP FOR STATE HIGHWAY 202 (J. TURNER BUTLER BLVD) ON
 DM5276'THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DM5276'MONUMENT RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL OF THE GROUND AND
 DM5276'ABOUT LEVEL WITH SAN POBLO ROAD NORTHBOUND LANES.
 DM5276'
 DM5276'LOCATED 127.2 FT (38.8 M) SOUTHEAST OF A TRAFFIC SIGNAL POLE, 111.6 FT
 DM5276'(34.0 M) EAST-NORTHEAST OF A LIGHT POLE, 107.6 FT (32.8 M) EAST OF THE
 DM5276'CENTERLINE OF THE NORTHBOUND LANES OF SAN PABLO ROAD SOUTH, 78.1 FT
 DM5276'(23.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE EASTBOUND RAMP FOR
 DM5276'STATE HIGHWAY 202 AND 2.2 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS
 DM5276'POST.
 DM5276'
 DM5276'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DM5276'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5275 ***********************************************************************
 DM5275  DESIGNATION -  872 0305 P
 DM5275  PID         -  DM5275
 DM5275  STATE/COUNTY-  FL/DUVAL
 DM5275  COUNTRY     -  US
 DM5275  USGS QUAD   -  JACKSONVILLE BEACH (2018)
 DM5275
 DM5275                         *CURRENT SURVEY CONTROL
 DM5275  ______________________________________________________________________
 DM5275* NAD 83(1986) POSITION- 30 15 25.14   (N) 081 26 04.51   (W)   HD_HELD1
 DM5275* NAVD 88 ORTHO HEIGHT -     6.938 (meters)       22.76  (feet) ADJUSTED
 DM5275  ______________________________________________________________________
 DM5275  GEOID HEIGHT    -        -28.485 (meters)                     GEOID18
 DM5275  DYNAMIC HEIGHT  -          6.929 (meters)       22.73  (feet) COMP
 DM5275  MODELED GRAVITY -    979,351.1   (mgal)                       NAVD 88
 DM5275
 DM5275  VERT ORDER      -  FIRST     CLASS II
 DM5275
 DM5275.The horizontal coordinates were determined by differentially corrected
 DM5275.hand held GPS observations or other comparable positioning techniques
 DM5275.and have an estimated accuracy of +/- 3 meters.
 DM5275
 DM5275.The orthometric height was determined by differential leveling and
 DM5275.adjusted by the NATIONAL GEODETIC SURVEY
 DM5275.in August 2011.
 DM5275
 DM5275.No vertical observational check was made to the station.
 DM5275
 DM5275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5275.GEOID18 height accuracy estimate available here.
 DM5275
 DM5275.Click photographs - Photos may exist for this station.
 DM5275
 DM5275.The dynamic height is computed by dividing the NAVD 88
 DM5275.geopotential number by the normal gravity value computed on the
 DM5275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5275.degrees latitude (g = 980.6199 gals.).
 DM5275
 DM5275.The modeled gravity was interpolated from observed gravity values.
 DM5275
 DM5275;                    North         East    Units  Estimated Accuracy
 DM5275;SPC FL E     -   656,433.6     158,179.1     MT  (+/- 3 meters HH1 GPS) 
 DM5275
 DM5275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP5819347341(NAD 83)
 DM5275
 DM5275                          SUPERSEDED SURVEY CONTROL
 DM5275
 DM5275.No superseded survey control is available for this station.
 DM5275
 DM5275_MARKER: F = FLANGE-ENCASED ROD
 DM5275_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM5275_STAMPING: 0305 P 2009
 DM5275_MARK LOGO: NGS
 DM5275_PROJECTION: RECESSED 5 CENTIMETERS
 DM5275_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5275+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2009
 DM5275_ROD/PIPE-DEPTH: 4.5 meters
 DM5275
 DM5275  HISTORY     - Date     Condition        Report By
 DM5275  HISTORY     - 20090214 MONUMENTED       FLDEP
 DM5275
 DM5275                          STATION DESCRIPTION
 DM5275
 DM5275'DESCRIBED BY FL DEPT OF ENV PRO 2009
 DM5275'THE MARK IS ABOUT 9.1 MI (14.6 KM) NORTH-NORTHEAST OF BAYARD, 6.2 MI
 DM5275'(10.0 KM) NORTH-NORTHWEST OF PALM VALLEY AND 3.6 MI (5.8 KM) SOUTHWEST
 DM5275'OF JACKSONVILLE BEACH, IN SECTION 38, TOWNSHIP 3 SOUTH, RANGE 29 EAST.
 DM5275'TO REACH THE MARK FROM THE JUNCTION OF THIRD STREET SOUTH (STATE
 DM5275'HIGHWAY A1A) AND BEACH BOULEVARD (U.S. HIGHWAY 90) IN JACKSONVILLE
 DM5275'BEACH, GO WEST ON BEACH BOULEVARD (U.S. HIGHWAY 90) FOR 2.85 MI (4.6
 DM5275'KM) TO THE INTERSECTION OF SAN PABLO ROAD SOUTH ON THE LEFT.  TURN
 DM5275'LEFT ON SAN PABLO ROAD SOUTH AND GO SOUTH FOR 2.2 MI (3.5 KM) TO THE
 DM5275'OVERPASS OF STATE HIGHWAY 202 (J.  TURNER BUTLER BOULEVARD).  CONTINUE
 DM5275'SOUTH ON SAN PABLO ROAD SOUTH FOR 0.05 MI (0.1 KM) TO THE SOUTH SIDE
 DM5275'OF THE EASTBOUND RAMP FOR STATE HIGHWAY 202 (J.  TURNER BUTLER BLVD)
 DM5275'ON THE LEFT.  TURN LEFT ON THE EASTBOUND RAMP AND GO EAST FOR 0.1 MI
 DM5275'(0.2 KM) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO
 DM5275'REFUSAL AT A DEPTH OF 14.8 FT (4.5 M) WITH A NATIONAL GEODETIC SURVEY
 DM5275'LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DM5275'ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE HIGHWAY 202 EASTBOUND
 DM5275'RAMP, THE DATUM POINT IS RECESSED 0.7 FT (21 CM) BELOW THE LEVEL OF
 DM5275'THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DM5275'
 DM5275'LOCATED 64.7 FT (19.7 M) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 202
 DM5275'EASTBOUND LANES, 28.2 FT (8.6 M) SOUTH OF THE APPROXIMATE CENTERLINE
 DM5275'OF THE EASTBOUND RAMP FOR STATE HIGHWAY 202, 5.0 FT (1.5 M) SOUTH OF
 DM5275'THE WESTERN MOST END OF A METAL GUARDRAIL, 2.9 FT (0.9 M) SOUTHWEST OF
 DM5275'THE NORTHWEST CORNER OF A HOGWIRE FENCE WITH BARBWIRE ON THE TOP, 2.0
 DM5275'FT (0.6 M) WEST OF A HOGWIRE FENCE WITH BARBWIRE ON THE TOP AND 1.9 FT
 DM5275'(0.6 M) WEST OF A CARSONITE WITNESS POST.
 DM5275'
 DM5275'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DM5275'CAP.
 DM5275'
 DM5275'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM5275'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DH9193 ***********************************************************************
 DH9193  TIDAL BM    -  This is a Tidal Bench Mark.
 DH9193  DESIGNATION -  872 0333 TIDAL 1
 DH9193  PID         -  DH9193
 DH9193  STATE/COUNTY-  FL/DUVAL
 DH9193  COUNTRY     -  US
 DH9193  USGS QUAD   -  ORANGE PARK (2018)
 DH9193
 DH9193                         *CURRENT SURVEY CONTROL
 DH9193  ______________________________________________________________________
 DH9193* NAD 83(1986) POSITION- 30 13 40.     (N) 081 39 52.     (W)   SCALED
 DH9193* NAVD 88 ORTHO HEIGHT -     2.352 (meters)        7.72  (feet) ADJUSTED
 DH9193  ______________________________________________________________________
 DH9193  GEOID HEIGHT    -        -28.235 (meters)                     GEOID18
 DH9193  DYNAMIC HEIGHT  -          2.349 (meters)        7.71  (feet) COMP
 DH9193  MODELED GRAVITY -    979,353.3   (mgal)                       NAVD 88
 DH9193
 DH9193  VERT ORDER      -  SECOND    CLASS I
 DH9193
 DH9193.The horizontal coordinates were scaled from a map and have
 DH9193.an estimated accuracy of +/- 6 seconds.
 DH9193
 DH9193.The orthometric height was determined by differential leveling and
 DH9193.adjusted by the NATIONAL GEODETIC SURVEY
 DH9193.in June 2006.
 DH9193
 DH9193.No vertical observational check was made to the station.
 DH9193
 DH9193.Significant digits in the geoid height do not necessarily reflect accuracy.
 DH9193.GEOID18 height accuracy estimate available here.
 DH9193
 DH9193.This Tidal Bench Mark is designated as VM 10713
 DH9193.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DH9193
 DH9193.Click photographs - Photos may exist for this station.
 DH9193
 DH9193.The dynamic height is computed by dividing the NAVD 88
 DH9193.geopotential number by the normal gravity value computed on the
 DH9193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH9193.degrees latitude (g = 980.6199 gals.).
 DH9193
 DH9193.The modeled gravity was interpolated from observed gravity values.
 DH9193
 DH9193;                    North         East    Units  Estimated Accuracy
 DH9193;SPC FL E     -   653,300.      136,040.      MT  (+/- 180 meters Scaled)
 DH9193
 DH9193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP360442(NAD 83)
 DH9193
 DH9193                          SUPERSEDED SURVEY CONTROL
 DH9193
 DH9193.No superseded survey control is available for this station.
 DH9193
 DH9193_MARKER: DB = BENCH MARK DISK
 DH9193_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH9193_SP_SET: BULKHEAD
 DH9193_STAMPING: NO 1 1958
 DH9193_MARK LOGO: CGS
 DH9193_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH9193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH9193+STABILITY: SURFACE MOTION
 DH9193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH9193+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2005
 DH9193
 DH9193  HISTORY     - Date     Condition        Report By
 DH9193  HISTORY     - 1958     MONUMENTED       CGS
 DH9193  HISTORY     - 20050203 GOOD             FLDEP
 DH9193
 DH9193                          STATION DESCRIPTION
 DH9193
 DH9193'DESCRIBED BY FL DEPT OF ENV PRO 2005 (BSS)
 DH9193'THE MARK IS ABOUT 15.5 MI SOUTHEAST OF JACKSONVILLE, 3.5 MI
 DH9193'NORTH-NORTHEAST OF ORANGE  PARK, AT THE JACKSONVILLE NAVAL AIR
 DH9193'STATION, IN SECTION 23, TOWNSHIP 3 SOUTH, RANGE 26  EAST.
 DH9193'
 DH9193'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295 AND
 DH9193'U.S. HIGHWAY 17  (PARK AVENUE-SOUTHBOUND, ROOSEVELT
 DH9193'BOULEVARD-NORTHBOUND) IN ORANGE PARK, GO NORTH  ON U.S. HIGHWAY 17 FOR
 DH9193'2.4 MI TO THE YORKTOWN GATE ENTRANCE TO THE JACKSONVILLE NAVAL  AIR
 DH9193'STATION ON THE RIGHT, TURN RIGHT ON YORKTOWN AVENUE PASSING THROUGH
 DH9193'THE  ENTRANCE GATE AND GO EAST FOR 1.35 MI TO THE JUNCTION OF AJAX
 DH9193'STREET, TURN LEFT ON AJAX  STREET AND GO NORTH FOR 0.15 MI TO A RIGHT
 DH9193'TURN ELBOW BEND INTO ALBEMARLE AVENUE, GO  EAST ON ALBEMARLE AVENUE
 DH9193'FOR 0.8 MI TO ITS END AT PIER NO. 139 ON THE ST JOHNS RIVER AND  THE
 DH9193'MARK ON THE SOUTH BULKHEAD OF THE PIER.
 DH9193'
 DH9193'LOCATED 145.9 FT EAST OF THE WEST END OF THE PIER, 1.0 FT EAST OF THE
 DH9193'FOURTH IRON MOORING  POINT FROM THE WEST END OF THE PIER AND 0.8 FT
 DH9193'NORTH OF THE SOUTH EDGE OF THE BULKHEAD.
 DH9193'
 DH9193'NOTE ADVANCE PERMISSION IS REQUIRED FOR CIVILIAN ACCESS TO THE
 DH9193'JACKSONVILLE NAVAL AIR  STATION.  CONTACT THE BASE FACILITIES
 DH9193'DEPARTMENT AT 904-542-5427 FOR AUTHORIZATION.
 DH9193'
 DH9193'NOTE THE MARK IS IN A RESTRICTED AREA REQUIRING AN ESCORT TO ACCESS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1548 ***********************************************************************
 BC1548  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1548  DESIGNATION -  872 0333 TIDAL 2
 BC1548  PID         -  BC1548
 BC1548  STATE/COUNTY-  FL/DUVAL
 BC1548  COUNTRY     -  US
 BC1548  USGS QUAD   -  ORANGE PARK (2018)
 BC1548
 BC1548                         *CURRENT SURVEY CONTROL
 BC1548  ______________________________________________________________________
 BC1548* NAD 83(1986) POSITION- 30 13 44.     (N) 081 39 58.     (W)   SCALED
 BC1548* NAVD 88 ORTHO HEIGHT -     2.604 (meters)        8.54  (feet) ADJUSTED
 BC1548  ______________________________________________________________________
 BC1548  GEOID HEIGHT    -        -28.234 (meters)                     GEOID18
 BC1548  DYNAMIC HEIGHT  -          2.601 (meters)        8.53  (feet) COMP
 BC1548  MODELED GRAVITY -    979,353.4   (mgal)                       NAVD 88
 BC1548
 BC1548  VERT ORDER      -  SECOND    CLASS I
 BC1548
 BC1548.The horizontal coordinates were scaled from a map and have
 BC1548.an estimated accuracy of +/- 6 seconds.
 BC1548
 BC1548.The orthometric height was determined by differential leveling and
 BC1548.adjusted by the NATIONAL GEODETIC SURVEY
 BC1548.in June 1991.
 BC1548
 BC1548.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1548.GEOID18 height accuracy estimate available here.
 BC1548
 BC1548.This Tidal Bench Mark is designated as VM 10714
 BC1548.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1548
 BC1548.Click photographs - Photos may exist for this station.
 BC1548
 BC1548.The dynamic height is computed by dividing the NAVD 88
 BC1548.geopotential number by the normal gravity value computed on the
 BC1548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1548.degrees latitude (g = 980.6199 gals.).
 BC1548
 BC1548.The modeled gravity was interpolated from observed gravity values.
 BC1548
 BC1548;                    North         East    Units  Estimated Accuracy
 BC1548;SPC FL E     -   653,430.      135,880.      MT  (+/- 180 meters Scaled)
 BC1548
 BC1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP359443(NAD 83)
 BC1548
 BC1548                          SUPERSEDED SURVEY CONTROL
 BC1548
 BC1548  NGVD 29 (09/01/92)    2.929  (m)            9.61   (f) ADJUSTED    2 1
 BC1548
 BC1548.Superseded values are not recommended for survey control.
 BC1548
 BC1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1548.See file dsdata.pdf to determine how the superseded data were derived.
 BC1548
 BC1548_MARKER: DB = BENCH MARK DISK
 BC1548_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1548_SP_SET: SIDEWALK
 BC1548_STAMPING: 2 1958
 BC1548_MARK LOGO: CGS
 BC1548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1548
 BC1548  HISTORY     - Date     Condition        Report By
 BC1548  HISTORY     - 1958     MONUMENTED       CGS
 BC1548  HISTORY     - 1977     GOOD             FLDNR
 BC1548  HISTORY     - 20030415 MARK NOT FOUND   FLDEP
 BC1548  HISTORY     - 20050203 MARK NOT FOUND   FLDEP
 BC1548
 BC1548                          STATION DESCRIPTION
 BC1548
 BC1548'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1548'JACKSONVILLE.
 BC1548'FROM THE INTERSECTION OF US 17 AND YORKTOWN AVENUE, PROCEED EAST ALONG
 BC1548'YORKTOWN AVENUE ABOUT 1.35 MILES TO THE INTERSECTION WITH HOYT STREET,
 BC1548'THENCE NORTH ALONG HOYT STREET ABOUT 0.15 MILES TO RIGHT TURN ELBOW
 BC1548'BEND INTO ALBERMARLE AVENUE, THENCE EAST ALONG ALBERMARLE AVENUE
 BC1548'ABOUT 0.7 MILES TO BUILDING 121, WHICH IS A BOAT HOUSE AT THE WEST END
 BC1548'OF PIER 139, THENCE NORTH ABOUT 0.1 MILES TO BUILDING 151 D. MARK
 BC1548'BEARS 15 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF BUILDING 151 D,
 BC1548'ABOUT 400 FEET WEST OF BREAKWATER, ABOUT 400 FEET NORTH OF BUILDING
 BC1548'121.
 BC1548
 BC1548                          STATION RECOVERY (2003)
 BC1548
 BC1548'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1548'SEARCHED FOR AND NOT RECOVERED.
 BC1548
 BC1548                          STATION RECOVERY (2005)
 BC1548
 BC1548'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BSS)
 BC1548'THE MARK WAS SEARCHED FOR AND NOT FOUND.   STRUCTURES AT THIS LOCATION
 BC1548'HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1547 ***********************************************************************
 BC1547  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1547  DESIGNATION -  872 0333 TIDAL 3
 BC1547  PID         -  BC1547
 BC1547  STATE/COUNTY-  FL/DUVAL
 BC1547  COUNTRY     -  US
 BC1547  USGS QUAD   -  ORANGE PARK (2018)
 BC1547
 BC1547                         *CURRENT SURVEY CONTROL
 BC1547  ______________________________________________________________________
 BC1547* NAD 83(1986) POSITION- 30 13 36.     (N) 081 39 59.     (W)   SCALED
 BC1547* NAVD 88 ORTHO HEIGHT -     1.278 (meters)        4.19  (feet) ADJUSTED
 BC1547  ______________________________________________________________________
 BC1547  GEOID HEIGHT    -        -28.233 (meters)                     GEOID18
 BC1547  DYNAMIC HEIGHT  -          1.277 (meters)        4.19  (feet) COMP
 BC1547  MODELED GRAVITY -    979,353.2   (mgal)                       NAVD 88
 BC1547
 BC1547  VERT ORDER      -  SECOND    CLASS I
 BC1547
 BC1547.The horizontal coordinates were scaled from a map and have
 BC1547.an estimated accuracy of +/- 6 seconds.
 BC1547
 BC1547.The orthometric height was determined by differential leveling and
 BC1547.adjusted by the NATIONAL GEODETIC SURVEY
 BC1547.in June 1991.
 BC1547
 BC1547.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1547.GEOID18 height accuracy estimate available here.
 BC1547
 BC1547.This Tidal Bench Mark is designated as VM 10715
 BC1547.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1547
 BC1547.Click photographs - Photos may exist for this station.
 BC1547
 BC1547.The dynamic height is computed by dividing the NAVD 88
 BC1547.geopotential number by the normal gravity value computed on the
 BC1547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1547.degrees latitude (g = 980.6199 gals.).
 BC1547
 BC1547.The modeled gravity was interpolated from observed gravity values.
 BC1547
 BC1547;                    North         East    Units  Estimated Accuracy
 BC1547;SPC FL E     -   653,180.      135,850.      MT  (+/- 180 meters Scaled)
 BC1547
 BC1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP358440(NAD 83)
 BC1547
 BC1547                          SUPERSEDED SURVEY CONTROL
 BC1547
 BC1547  NGVD 29 (09/01/92)    1.603  (m)            5.26   (f) ADJUSTED    2 1
 BC1547
 BC1547.Superseded values are not recommended for survey control.
 BC1547
 BC1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1547.See file dsdata.pdf to determine how the superseded data were derived.
 BC1547
 BC1547_MARKER: DB = BENCH MARK DISK
 BC1547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BC1547_SP_SET: BREAKWATER
 BC1547_STAMPING: NO-3 1958
 BC1547_MARK LOGO: CGS
 BC1547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1547
 BC1547  HISTORY     - Date     Condition        Report By
 BC1547  HISTORY     - 1958     MONUMENTED       CGS
 BC1547  HISTORY     - 1977     GOOD             FLDNR
 BC1547  HISTORY     - 20030415 MARK NOT FOUND   FLDEP
 BC1547  HISTORY     - 20050203 MARK NOT FOUND   FLDEP
 BC1547
 BC1547                          STATION DESCRIPTION
 BC1547
 BC1547'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1547'JACKSONVILLE.
 BC1547'FROM THE INTERSECTION OF US 17 AND YORKTOWN AVENUE, PROCEED EAST ALONG
 BC1547'YORKTOWN AVENUE ABOUT 1.35 MILES TO THE INTERSECTION WITH HOYT STREET,
 BC1547'THENCE NORTH ALONG HOYT STREET ABOUT 0.15 MILES TO A RIGHT TURN ELBOW
 BC1547'BEND INTO ALBERMARLE AVENUE, THENCE EAST ALONG ALBERMARLE AVENUE ABOUT
 BC1547'0.7 MILES TO BUILDING 121, WHICH IS A BOAT HOUSE AT THE WEST END OF
 BC1547'PIER 139. THE MARK BEARS 135 FEET SOUTH OF THE SOUTH END OF BUILDING
 BC1547'121, 0.5 FEET WEST OF EAST EDGE OF THE BREAKWATER, MARK IS SET FLUSH
 BC1547'IN THE TOP OF THE BREAKWATER.
 BC1547
 BC1547                          STATION RECOVERY (2003)
 BC1547
 BC1547'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 BC1547'SEARCHED FOR AND NOT RECOVERED.
 BC1547
 BC1547                          STATION RECOVERY (2005)
 BC1547
 BC1547'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BSS)
 BC1547'THE MARK WAS SEARCHED FOR AND NOT FOUND.  THE SEAWALL IN WHICH THE
 BC1547'MARK WAS SET HAS  BEEN REBUILT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9225 ***********************************************************************
 DI9225  TIDAL BM    -  This is a Tidal Bench Mark.
 DI9225  DESIGNATION -  872 0357 A
 DI9225  PID         -  DI9225
 DI9225  STATE/COUNTY-  FL/DUVAL
 DI9225  COUNTRY     -  US
 DI9225  USGS QUAD   -  ORANGE PARK (2018)
 DI9225
 DI9225                         *CURRENT SURVEY CONTROL
 DI9225  ______________________________________________________________________
 DI9225* NAD 83(2011) POSITION- 30 11 35.45034(N) 081 41 25.18125(W)   ADJUSTED
 DI9225* NAD 83(2011) ELLIP HT-   -27.518 (meters)        (06/27/12)   ADJUSTED
 DI9225* NAD 83(2011) EPOCH   -  2010.00
 DI9225* NAVD 88 ORTHO HEIGHT -     0.662 (meters)        2.17  (feet) ADJUSTED
 DI9225  ______________________________________________________________________
 DI9225  GEOID HEIGHT    -        -28.198 (meters)                     GEOID18
 DI9225  NAD 83(2011) X  -    797,406.118 (meters)                     COMP
 DI9225  NAD 83(2011) Y  - -5,459,568.252 (meters)                     COMP
 DI9225  NAD 83(2011) Z  -  3,188,887.624 (meters)                     COMP
 DI9225  LAPLACE CORR    -         -1.02  (seconds)                    DEFLEC18
 DI9225  DYNAMIC HEIGHT  -          0.661 (meters)        2.17  (feet) COMP
 DI9225  MODELED GRAVITY -    979,350.3   (mgal)                       NAVD 88
 DI9225
 DI9225  VERT ORDER      -  SECOND    CLASS I
 DI9225
 DI9225  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI9225  Standards:
 DI9225         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI9225            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI9225  -------------------------------------------------------------------
 DI9225  NETWORK    1.45   1.63           0.49   0.67   0.83      0.00180167
 DI9225  -------------------------------------------------------------------
 DI9225  Click here for local accuracies and other accuracy information.
 DI9225
 DI9225.The horizontal coordinates were established by GPS observations
 DI9225.and adjusted by the National Geodetic Survey in June 2012.
 DI9225
 DI9225.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI9225.been affixed to the stable North American tectonic plate. See 
 DI9225.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI9225
 DI9225.The horizontal coordinates are valid at the epoch date displayed above
 DI9225.which is a decimal equivalence of Year/Month/Day.
 DI9225
 DI9225.The orthometric height was determined by differential leveling and
 DI9225.adjusted by the NATIONAL GEODETIC SURVEY
 DI9225.in March 2014.
 DI9225
 DI9225.No vertical observational check was made to the station.
 DI9225
 DI9225.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9225.GEOID18 height accuracy estimate available here.
 DI9225
 DI9225.This Tidal Bench Mark is designated as VM 13481
 DI9225.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI9225
 DI9225.This Tidal Bench Mark is designated as VM 24818
 DI9225.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI9225
 DI9225.Click photographs - Photos may exist for this station.
 DI9225
 DI9225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI9225
 DI9225.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI9225
 DI9225.The ellipsoidal height was determined by GPS observations
 DI9225.and is referenced to NAD 83.
 DI9225
 DI9225.The dynamic height is computed by dividing the NAVD 88
 DI9225.geopotential number by the normal gravity value computed on the
 DI9225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9225.degrees latitude (g = 980.6199 gals.).
 DI9225
 DI9225.The modeled gravity was interpolated from observed gravity values.
 DI9225
 DI9225. The following values were computed from the NAD 83(2011) position.
 DI9225
 DI9225;                    North         East     Units Scale Factor Converg.
 DI9225;SPC FL E     -   649,482.603   133,525.302   MT  0.99999567   -0 20 49.9
 DI9225;SPC FL E     - 2,130,844.17    438,074.26   sFT  0.99999567   -0 20 49.9
 DI9225;UTM  17      - 3,340,392.984   433,547.983   MT  0.99965448   -0 20 49.9
 DI9225
 DI9225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI9225!SPC FL E     -   1.00000432  x   0.99999567  =   0.99999999
 DI9225!UTM  17      -   1.00000432  x   0.99965448  =   0.99965880
 DI9225
 DI9225_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3354740392(NAD 83)
 DI9225
 DI9225                          SUPERSEDED SURVEY CONTROL
 DI9225
 DI9225  NAD 83(2007)-  30 11 35.45060(N)    081 41 25.18205(W) AD(2002.00) B
 DI9225  ELLIP H (06/10/09)  -27.562  (m)                       GP(2002.00) 3 2
 DI9225  NAD 83(1999)-  30 11 35.45069(N)    081 41 25.18210(W) AD(       ) B
 DI9225  ELLIP H (06/27/07)  -27.501  (m)                       GP(       ) 3 2
 DI9225  NAVD 88 (01/27/10)    0.672  (m)            2.20   (f) SUPERSEDED  2 1
 DI9225  NAVD 88 (06/27/07)    0.69   (m)  GEOID03  model used  GPS OBS        
 DI9225
 DI9225.Superseded values are not recommended for survey control.
 DI9225
 DI9225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI9225.See file dsdata.pdf to determine how the superseded data were derived.
 DI9225
 DI9225_MARKER: F = FLANGE-ENCASED ROD
 DI9225_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI9225_STAMPING: 0357 A 1995
 DI9225_MARK LOGO: NOS
 DI9225_PROJECTION: RECESSED 10 CENTIMETERS
 DI9225_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI9225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI9225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9225+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2013
 DI9225_ROD/PIPE-DEPTH: 13.7 meters
 DI9225
 DI9225  HISTORY     - Date     Condition        Report By
 DI9225  HISTORY     - 1995     MONUMENTED       FLDEP
 DI9225  HISTORY     - 20030528 GOOD             FLDEP
 DI9225  HISTORY     - 2006     GOOD             FLDEP
 DI9225  HISTORY     - 20131106 GOOD             FLDEP
 DI9225
 DI9225                          STATION DESCRIPTION
 DI9225
 DI9225'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DI9225'RECOVERED AS DESCRIBED.
 DI9225
 DI9225                          STATION RECOVERY (2006)
 DI9225
 DI9225'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (RH)
 DI9225'THE MARK IS ABOUT 2.0 MI NORTH OF ORANGE PARK, AT THE RUDDER CLUB NEAR
 DI9225'THE NORTHEAST  PROPERTY CORNER, IN SECTION 44, TOWNSHIP 3 SOUTH, RANGE
 DI9225'27 EAST.
 DI9225'
 DI9225'TO REACH THE MARK FROM THE INTERSTATE 295 OVERPASS AND U.S. HIGHWAY 17
 DI9225'(ROOSEVELT  BOULEVARD) NORTH OF ORANGE PARK, GO NORTH ON U.S. HIGHWAY
 DI9225'17 (ROOSEVELT BOULEVARD)  FOR 0.35 MI TO THE JUNCTION OF COLLING ROAD,
 DI9225'TURN RIGHT ON COLLING ROAD AND GO EAST FOR  0.2 MI TO A 90 DEGREE TURN
 DI9225'LEADING SOUTH, CONTINUE SOUTH ON COLLING ROAD (BARCELONA  AVENUE) FOR
 DI9225'0.15 MI TO A 90 DEGREE TURN LEADING EAST, CONTINUE EAST ON COLLING
 DI9225'ROAD FOR  0.7 MI TO THE JUNCTION OF MALAGA AVENUE, TURN RIGHT ON
 DI9225'MALAGA AVENUE GO SOUTH FOR 0.05  MI TO THE RUDDER CLUB ENTRANCE ROAD
 DI9225'ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD AND  GO EAST TO THE BOAT
 DI9225'RAMP AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO
 DI9225'REFUSAL AT A DEPTH OF 45.0 FT WITH A NOS LOGO CAP FLUSH WITH THE
 DI9225'GROUND, THE DATUM  POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NOS
 DI9225'LOGO CAP.
 DI9225'
 DI9225'LOCATED 96.6 FT NORTH OF THE APPROXIMATE CENTER OF THE BOAT RAMP, 28.2
 DI9225'FT NORTH OF THE  DOCK, 16.9 FT EAST OF THE NORTHEAST CORNER OF A TIN
 DI9225'SHED AND 2.4 FT SOUTHWEST OF THE  NORTHEAST CORNER OF THE BULKHEAD.
 DI9225'
 DI9225'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.
 DI9225
 DI9225                          STATION RECOVERY (2013)
 DI9225
 DI9225'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)
 DI9225'RECOVERED IN GOOD CONDITION.
 DI9225'
 DI9225'NOTE-ADD THE FOLLOWING.
 DI9225'
 DI9225'THE MARK IS LOCATED NEAR THE NORTHEAST CORNER OF THE RUDDER CLUB
 DI9225'PROPERTY LOCATED AT 8533 MALAGA AVENUE, JACKSONVILLE, FLORIDA (A
 DI9225'SAILBOAT CLUB), ACCESS TO THE PROPERTY IS HAD THROUGH A LOCKED GATE AT
 DI9225'THE ENTRANCE ON MALAGA AVENUE, NUMBER TO CALL FOR ACCESS IS
 DI9225'904-264-4094.
 DI9225'
 DI9225'A NEW SEAWALL HAS BEEN BUILT, FILL HAS BEEN ADDED TO THE GROUND AROUND
 DI9225'THE MARK AND THE TIN SHED IS GONE.
 DI9225'
 DI9225'THE NOS LOGO CAP IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DI9225'GROUND, THE DATUM POINT IS 0.2 FT (6 CM) BELOW THE LEVEL OF THE NOS
 DI9225'LOGO CAP.
 DI9225'
 DI9225'THE MARK IS LOCATED 209.7 FT (63.9 M) NORTHEAST OF TIDAL BENCH MARK
 DI9225'0357 B RESET 2010, 96.0 FT (29.3 M) NORTHEAST OF THE CENTERLINE OF THE
 DI9225'CONCRETE BOAT RAMP, 50.0 FT (15.2 M) SOUTHEAST OF A LARGE 3.0 FT (0.9
 DI9225'M) DIAMETER CEDAR TREE, 27.7 FT (8.4 M) NORTHEAST OF THE CENTERLINE OF
 DI9225'A WOODEN DOCK, 5.8 FT (1.8 M) WEST-SOUTHWEST OF THE NORTHEAST CORNER
 DI9225'OF THE SEAWALL, 4.6 FT (1.4 M) SOUTHWEST OF THE NORTH EDGE OF THE
 DI9225'SEAWALL AND 3.6 FT (1.1 M) NORTHWEST OF THE EAST EDGE OF THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9899 ***********************************************************************
 DO9899  TIDAL BM    -  This is a Tidal Bench Mark.
 DO9899  DESIGNATION -  872 0357 B RESET
 DO9899  PID         -  DO9899
 DO9899  STATE/COUNTY-  FL/DUVAL
 DO9899  COUNTRY     -  US
 DO9899  USGS QUAD   -  ORANGE PARK (2018)
 DO9899
 DO9899                         *CURRENT SURVEY CONTROL
 DO9899  ______________________________________________________________________
 DO9899* NAD 83(1986) POSITION- 30 11 33.61   (N) 081 41 26.31   (W)   HD_HELD1
 DO9899* NAVD 88 ORTHO HEIGHT -     0.629 (meters)        2.06  (feet) ADJUSTED
 DO9899  ______________________________________________________________________
 DO9899  GEOID HEIGHT    -        -28.197 (meters)                     GEOID18
 DO9899  DYNAMIC HEIGHT  -          0.628 (meters)        2.06  (feet) COMP
 DO9899  MODELED GRAVITY -    979,350.2   (mgal)                       NAVD 88
 DO9899
 DO9899  VERT ORDER      -  SECOND    CLASS I
 DO9899
 DO9899.The horizontal coordinates were determined by differentially corrected
 DO9899.hand held GPS observations or other comparable positioning techniques
 DO9899.and have an estimated accuracy of +/- 3 meters.
 DO9899
 DO9899.The orthometric height was determined by differential leveling and
 DO9899.adjusted by the NATIONAL GEODETIC SURVEY
 DO9899.in March 2014.
 DO9899
 DO9899.No vertical observational check was made to the station.
 DO9899
 DO9899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9899.GEOID18 height accuracy estimate available here.
 DO9899
 DO9899.This Tidal Bench Mark is designated as VM 23756
 DO9899.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DO9899
 DO9899.Click photographs - Photos may exist for this station.
 DO9899
 DO9899.The dynamic height is computed by dividing the NAVD 88
 DO9899.geopotential number by the normal gravity value computed on the
 DO9899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9899.degrees latitude (g = 980.6199 gals.).
 DO9899
 DO9899.The modeled gravity was interpolated from observed gravity values.
 DO9899
 DO9899;                    North         East    Units  Estimated Accuracy
 DO9899;SPC FL E     -   649,426.1     133,494.8     MT  (+/- 3 meters HH1 GPS) 
 DO9899
 DO9899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3351740336(NAD 83)
 DO9899
 DO9899                          SUPERSEDED SURVEY CONTROL
 DO9899
 DO9899.No superseded survey control is available for this station.
 DO9899
 DO9899_MARKER: F = FLANGE-ENCASED ROD
 DO9899_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO9899_STAMPING: 0357 B RESET 2010
 DO9899_MARK LOGO: NGS
 DO9899_PROJECTION: RECESSED 10 CENTIMETERS
 DO9899_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9899_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9899+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2010
 DO9899_ROD/PIPE-DEPTH: 7.1 meters
 DO9899
 DO9899  HISTORY     - Date     Condition        Report By
 DO9899  HISTORY     - 20101029 MONUMENTED       FLDEP
 DO9899
 DO9899                          STATION DESCRIPTION
 DO9899
 DO9899'DESCRIBED BY FL DEPT OF ENV PRO 2010 (RWH)
 DO9899'THE MARK IS ABOUT 10.3 MI (16.6 KM) SOUTH-SOUTHEAST OF MARIETTA, 9.8
 DO9899'MI (15.8 KM) SOUTH-SOUTHWEST OF JACKSONVILLE, 2.1 MI (3.4 KM)
 DO9899'NORTH-NORTHEAST OF ORANGE PARK, AT THE RUDDER CLUB NEAR THE SOUTHEAST
 DO9899'PROPERTY CORNER, IN SECTION 40, TOWNSHIP 3 SOUTH, RANGE 26 EAST.  THE
 DO9899'MARK IS LOCATED NEAR THE SOUTHEAST CORNER OF THE RUDDER CLUB PROPERTY
 DO9899'LOCATED AT 8533 MALAGA AVENUE, JACKSONVILLE, FLORIDA (A SAILBOAT
 DO9899'CLUB), ACCESS TO THE PROPERTY IS HAD THROUGH A LOCKED GATE AT THE
 DO9899'ENTRANCE ON MALAGA AVENUE, CALL FOR ACCESS IS 904-264-4094.
 DO9899'
 DO9899'TO REACH THE MARK FROM INTERSTATE 295 OVERPASS AND U.S. HIGHWAY 17
 DO9899'(ROOSEVELT BOULEVARD) NORTH OF ORANGE PARK, GO NORTH ON U.S. HIGHWAY
 DO9899'17 (ROOSEVELT BOULEVARD) FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF
 DO9899'COLLINS ROAD ON THE RIGHT.  TURN RIGHT ON COLLINS ROAD AND GO EAST FOR
 DO9899'0.2 MI (0.3 KM) TO A 90 DEGREE TURN SOUTH.  CONTINUE SOUTH ON COLLINS
 DO9899'ROAD (BARCELONA AVENUE) FOR 0.15 MI (0.2 KM) TO A 90 DEGREE TURN EAST.
 DO9899'CONTINUE EAST ON COLLINS ROAD FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF
 DO9899'MALAGA AVENUE ON THE RIGHT.  TURN RIGHT ON MALAGA AVENUE AND GO SOUTH
 DO9899'FOR 0.05 MI (0.1 KM) TO THE ENTRANCE TO THE RUDDER CLUB.  TURN LEFT ON
 DO9899'THE ENTRANCE ROAD AND GO EAST TO THE BOAT RAMP AND THE MARK ON THE
 DO9899'RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.3 FT
 DO9899'(7.1 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.4 FT (12
 DO9899'CM) BELOW THE LEVEL OF THE GROUND, THE DATUM POINT IS RECESSED 0.3 FT
 DO9899'(9 CM) BELOW THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DO9899'
 DO9899'LOCATED 209.7 FT (63.9 M) SOUTHWEST OF TIDAL BENCH MARK 0357 A 1995,
 DO9899'113.7 FT (34.7 M) SOUTHWEST OF THE APPROXIMATE CENTER OF THE CONCRETE
 DO9899'BOAT RAMP, 39.5 FT (12.0 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DO9899'RETAINING WALL FOR THE POOL DECK, 5.3 FT (1.6 M) NORTH-NORTHWEST OF
 DO9899'THE SOUTHEAST CORNER OF THE SEAWALL, 4.1 FT (1.2 M) NORTHEAST OF THE
 DO9899'SOUTH EDGE OF THE SEAWALL AND 4.3 FT (1.3 M) NORTHWEST OF THE EAST
 DO9899'EDGE OF THE SEAWALL.
 DO9899'
 DO9899'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DO9899'CAP.
 DO9899'
 DO9899'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DO9899'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5348 ***********************************************************************
 DL5348  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5348  DESIGNATION -  872 0357 C
 DL5348  PID         -  DL5348
 DL5348  STATE/COUNTY-  FL/DUVAL
 DL5348  COUNTRY     -  US
 DL5348  USGS QUAD   -  ORANGE PARK (2018)
 DL5348
 DL5348                         *CURRENT SURVEY CONTROL
 DL5348  ______________________________________________________________________
 DL5348* NAD 83(1986) POSITION- 30 11 25.7    (N) 081 41 28.0    (W)   HD_HELD2
 DL5348* NAVD 88 ORTHO HEIGHT -     4.631 (meters)       15.19  (feet) ADJUSTED
 DL5348  ______________________________________________________________________
 DL5348  GEOID HEIGHT    -        -28.196 (meters)                     GEOID18
 DL5348  DYNAMIC HEIGHT  -          4.625 (meters)       15.17  (feet) COMP
 DL5348  MODELED GRAVITY -    979,350.3   (mgal)                       NAVD 88
 DL5348
 DL5348  VERT ORDER      -  SECOND    CLASS I
 DL5348
 DL5348.The horizontal coordinates were established by autonomous hand held GPS
 DL5348.observations and have an estimated accuracy of +/- 10 meters.
 DL5348
 DL5348.The orthometric height was determined by differential leveling and
 DL5348.adjusted by the NATIONAL GEODETIC SURVEY
 DL5348.in January 2010.
 DL5348
 DL5348.No vertical observational check was made to the station.
 DL5348
 DL5348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5348.GEOID18 height accuracy estimate available here.
 DL5348
 DL5348.This Tidal Bench Mark is designated as VM 13482
 DL5348.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5348
 DL5348.Click photographs - Photos may exist for this station.
 DL5348
 DL5348.The dynamic height is computed by dividing the NAVD 88
 DL5348.geopotential number by the normal gravity value computed on the
 DL5348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5348.degrees latitude (g = 980.6199 gals.).
 DL5348
 DL5348.The modeled gravity was interpolated from observed gravity values.
 DL5348
 DL5348;                    North         East    Units  Estimated Accuracy
 DL5348;SPC FL E     -   649,183.      133,448.      MT  (+/- 10 meters HH2 GPS)
 DL5348
 DL5348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3347040093(NAD 83)
 DL5348
 DL5348                          SUPERSEDED SURVEY CONTROL
 DL5348
 DL5348.No superseded survey control is available for this station.
 DL5348
 DL5348_MARKER: DB = BENCH MARK DISK
 DL5348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5348_STAMPING: 0357 C 1995
 DL5348_MARK LOGO: NOS
 DL5348_PROJECTION: RECESSED 3 CENTIMETERS
 DL5348_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5348+STABILITY: SURFACE MOTION
 DL5348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5348+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2013
 DL5348
 DL5348  HISTORY     - Date     Condition        Report By
 DL5348  HISTORY     - 1995     MONUMENTED       FLDEP
 DL5348  HISTORY     - 20030528 GOOD             FLDEP
 DL5348  HISTORY     - 20131106 GOOD             FLDEP
 DL5348
 DL5348                          STATION DESCRIPTION
 DL5348
 DL5348'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DL5348'THE MARK IS ABOUT 2.0 MI (3.2 KM) NORTH OF ORANGE PARK, AT THE RUDDER
 DL5348'CLUB NEAR THE SOUTHWEST PROPERTY CORNER, IN SECTION 40, TOWNSHIP 3
 DL5348'SOUTH, RANGE 26 EAST.
 DL5348'
 DL5348'TO REACH THE MARK FROM INTERSTATE 295 OVERPASS AND U.S. HIGHWAY 17
 DL5348'(ROOSEVELT BOULEVARD) NORTH OF ORANGE PARK, GO NORTH ON U.S. HIGHWAY
 DL5348'17 (ROOSEVELT BOULEVARD) FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF
 DL5348'COLLINS ROAD ON THE RIGHT, TURN RIGHT ON COLLINS ROAD AND GO EAST FOR
 DL5348'0.2 MI (0.3 KM) TO A 90 DEGREE TURN SOUTH, CONTINUE SOUTH ON COLLINS
 DL5348'ROAD (BARCELONA AVENUE) FOR 0.15 MI (0.2 KM) TO A 90 DEGREE TURN EAST,
 DL5348'CONTINUE EAST ON COLLINS ROAD FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF
 DL5348'MALAGA AVENUE, TURN RIGHT ON MALAGA AND GO SOUTH FOR 0.05 MI (0.1 KM)
 DL5348'TO THE ENTRANCE TO THE RUDDER CLUB AND THE MARK ON THE LEFT, SET IN
 DL5348'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT
 DL5348'LEVEL WITH MALAGA AVENUE.
 DL5348'
 DL5348'LOCATED 72.0 FT (21.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DL5348'ENTRANCE TO THE RUDDER CLUB, 25.6 FT (7.8 M) EAST OF THE APPROXIMATE
 DL5348'CENTERLINE OF MALAGA AVENUE, 11.2 FT (3.4 M) NORTH OF A POWER POLE
 DL5348'NUMBER 8539 AND 2.3 FT (0.7 M) WEST OF A CHAIN LINK FENCE AND A
 DL5348'CARSONITE WITNESS POST.
 DL5348'
 DL5348'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE WEST SIDE OF THE
 DL5348'MONUMENT.
 DL5348
 DL5348                          STATION RECOVERY (2013)
 DL5348
 DL5348'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)
 DL5348'RECOVERED IN GOOD CONDITION.
 DL5348'
 DL5348'NOTE-ADD THE FOLLOWING.
 DL5348'
 DL5348'THE MARK IS LOCATED 286.0 FT (87.2 M) SOUTH OF TIDAL BENCH MARK 0357 D
 DL5348'1995, 72.3 FT (22.0 M) SOUTH OF THE CENTERLINE OF THE ENTRANCE ROAD
 DL5348'FOR THE RUDDER CLUB LOCATED AT 8533 MALAGA AVENUE, JACKSONVILLE,
 DL5348'FLORIDA (A SAILBOAT CLUB), 25.6 FT (7.8 M) EAST OF THE CENTERLINE OF
 DL5348'MALAGA AVENUE, 11.7 FT (3.6 M) NORTH OF A POWER POLE, 11.3 FT (3.4 M)
 DL5348'NORTH-NORTHWEST OF THE SOUTH END OF A 8.0 FT (2.4 M) HIGH WOODEN FENCE
 DL5348'FOR THE RUDDER CLUB, 2.0 FT (0.6 M) WEST OF THE WEST SIDE OF THE 8.0
 DL5348'FT (2.4 M) HIGH WOODEN FENCE AND A CARSONITE WITNESS POST.
 DL5348'
 DL5348'THE MARK IS RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5347 ***********************************************************************
 DL5347  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5347  DESIGNATION -  872 0357 D
 DL5347  PID         -  DL5347
 DL5347  STATE/COUNTY-  FL/DUVAL
 DL5347  COUNTRY     -  US
 DL5347  USGS QUAD   -  ORANGE PARK (2018)
 DL5347
 DL5347                         *CURRENT SURVEY CONTROL
 DL5347  ______________________________________________________________________
 DL5347* NAD 83(1986) POSITION- 30 11 37.5    (N) 081 41 31.3    (W)   HD_HELD2
 DL5347* NAVD 88 ORTHO HEIGHT -     4.480 (meters)       14.70  (feet) ADJUSTED
 DL5347  ______________________________________________________________________
 DL5347  GEOID HEIGHT    -        -28.196 (meters)                     GEOID18
 DL5347  DYNAMIC HEIGHT  -          4.474 (meters)       14.68  (feet) COMP
 DL5347  MODELED GRAVITY -    979,350.3   (mgal)                       NAVD 88
 DL5347
 DL5347  VERT ORDER      -  SECOND    CLASS I
 DL5347
 DL5347.The horizontal coordinates were established by autonomous hand held GPS
 DL5347.observations and have an estimated accuracy of +/- 10 meters.
 DL5347
 DL5347.The orthometric height was determined by differential leveling and
 DL5347.adjusted by the NATIONAL GEODETIC SURVEY
 DL5347.in January 2010.
 DL5347
 DL5347.No vertical observational check was made to the station.
 DL5347
 DL5347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5347.GEOID18 height accuracy estimate available here.
 DL5347
 DL5347.This Tidal Bench Mark is designated as VM 13483
 DL5347.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5347
 DL5347.Click photographs - Photos may exist for this station.
 DL5347
 DL5347.The dynamic height is computed by dividing the NAVD 88
 DL5347.geopotential number by the normal gravity value computed on the
 DL5347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5347.degrees latitude (g = 980.6199 gals.).
 DL5347
 DL5347.The modeled gravity was interpolated from observed gravity values.
 DL5347
 DL5347;                    North         East    Units  Estimated Accuracy
 DL5347;SPC FL E     -   649,547.      133,362.      MT  (+/- 10 meters HH2 GPS)
 DL5347
 DL5347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3338440457(NAD 83)
 DL5347
 DL5347                          SUPERSEDED SURVEY CONTROL
 DL5347
 DL5347.No superseded survey control is available for this station.
 DL5347
 DL5347_MARKER: DB = BENCH MARK DISK
 DL5347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5347_STAMPING: 0357 D 1995
 DL5347_MARK LOGO: NOS
 DL5347_PROJECTION: FLUSH
 DL5347_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5347+STABILITY: SURFACE MOTION
 DL5347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5347+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2013
 DL5347
 DL5347  HISTORY     - Date     Condition        Report By
 DL5347  HISTORY     - 1995     MONUMENTED       FLDEP
 DL5347  HISTORY     - 20030528 GOOD             FLDEP
 DL5347  HISTORY     - 20051202 GOOD             FLDEP
 DL5347  HISTORY     - 20131106 GOOD             FLDEP
 DL5347
 DL5347                          STATION DESCRIPTION
 DL5347
 DL5347'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DL5347'THE MARK IS ABOUT 2.0 MI (3.2 KM) NORTH OF ORANGE PARK, AT THE RUDDER
 DL5347'CLUB NEAR THE NORTHWEST PROPERTY CORNER, IN SECTION 40, TOWNSHIP 3
 DL5347'SOUTH, RANGE 26 EAST.
 DL5347'
 DL5347'TO REACH THE MARK FROM INTERSTATE 295 OVERPASS AND U.S. HIGHWAY 17
 DL5347'(ROOSEVELT BOULEVARD) NORTH OF ORANGE PARK, GO NORTH ON U.S. HIGHWAY
 DL5347'17 (ROOSEVELT BOULEVARD) FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF
 DL5347'COLLINS ROAD ON THE RIGHT, TURN RIGHT ON COLLINS ROAD AND GO EAST FOR
 DL5347'0.2 MI (0.3 KM) TO A 90 DEGREE TURN SOUTH, CONTINUE SOUTH ON COLLINS
 DL5347'ROAD (BARCELONA AVENUE) FOR 0.15 MI (0.2 KM) TO A 90 DEGREE TURN EAST,
 DL5347'CONTINUE EAST ON COLLINS ROAD FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF
 DL5347'MALAGA AVENUE AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DL5347'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH COLLINS
 DL5347'ROAD.
 DL5347'
 DL5347'LOCATED 38.5 FT (11.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DL5347'COLLINS ROAD, 31.0 FT (9.4 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DL5347'MALAGA AVENUE, 2.5 FT (0.8 M) SOUTHWEST OF THE NORTH CORNER OF A CHAIN
 DL5347'LINK FENCE AND 1.5 FT (0.5 M) WEST OF A CARSONITE WITNESS POST.
 DL5347'
 DL5347'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE WEST SIDE OF THE
 DL5347'MONUMENT.
 DL5347
 DL5347                          STATION RECOVERY (2005)
 DL5347
 DL5347'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 DL5347'RECOVERED AS DESCRIBED.
 DL5347
 DL5347                          STATION RECOVERY (2013)
 DL5347
 DL5347'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)
 DL5347'RECOVERED IN GOOD CONDITION.
 DL5347'
 DL5347'NOTE-ADD THE FOLLOWING.
 DL5347'
 DL5347'THE MARK IS LOCATED 286.0 FT (87.2 M) NORTH OF TIDAL BENCH MARK 0357 E
 DL5347'1995, 38.0 FT (11.6 M) SOUTH OF THE CENTERLINE OF COLLINS ROAD, 30.0
 DL5347'FT (9.1 M) EAST OF THE CENTERLINE OF MALAGA AVENUE, 24.8 FT (7.6 M)
 DL5347'SOUTH-SOUTHWEST OF A DEAD END SIGN POST, 20.5 FT (6.2 M) SOUTHEAST OF
 DL5347'A STOP SIGN POST, 2.2 FT (0.7 M) SOUTH-SOUTHWEST OF THE NORTHWEST
 DL5347'CORNER OF A 8.0 FT (2.4 M) HIGH WOODEN FENCE FOR THE RUDDER CLUB
 DL5347'LOCATED AT 8533 MALAGA AVENUE, JACKSONVILLE, FLORIDA (A SAILBOAT
 DL5347'CLUB), 1.3 FT (0.4 M) WEST OF THE WEST SIDE OF THE 8.0 FT (2.4 M) HIGH
 DL5347'WOODEN FENCE AND A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5346 ***********************************************************************
 DL5346  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5346  DESIGNATION -  872 0357 E
 DL5346  PID         -  DL5346
 DL5346  STATE/COUNTY-  FL/DUVAL
 DL5346  COUNTRY     -  US
 DL5346  USGS QUAD   -  ORANGE PARK (2018)
 DL5346
 DL5346                         *CURRENT SURVEY CONTROL
 DL5346  ______________________________________________________________________
 DL5346* NAD 83(1986) POSITION- 30 11 37.2    (N) 081 41 52.2    (W)   HD_HELD2
 DL5346* NAVD 88 ORTHO HEIGHT -     5.395 (meters)       17.70  (feet) ADJUSTED
 DL5346  ______________________________________________________________________
 DL5346  GEOID HEIGHT    -        -28.192 (meters)                     GEOID18
 DL5346  DYNAMIC HEIGHT  -          5.388 (meters)       17.68  (feet) COMP
 DL5346  MODELED GRAVITY -    979,350.3   (mgal)                       NAVD 88
 DL5346
 DL5346  VERT ORDER      -  SECOND    CLASS I
 DL5346
 DL5346.The horizontal coordinates were established by autonomous hand held GPS
 DL5346.observations and have an estimated accuracy of +/- 10 meters.
 DL5346
 DL5346.The orthometric height was determined by differential leveling and
 DL5346.adjusted by the NATIONAL GEODETIC SURVEY
 DL5346.in January 2010.
 DL5346
 DL5346.No vertical observational check was made to the station.
 DL5346
 DL5346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5346.GEOID18 height accuracy estimate available here.
 DL5346
 DL5346.This Tidal Bench Mark is designated as VM 13484
 DL5346.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5346
 DL5346.Click photographs - Photos may exist for this station.
 DL5346
 DL5346.The dynamic height is computed by dividing the NAVD 88
 DL5346.geopotential number by the normal gravity value computed on the
 DL5346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5346.degrees latitude (g = 980.6199 gals.).
 DL5346
 DL5346.The modeled gravity was interpolated from observed gravity values.
 DL5346
 DL5346;                    North         East    Units  Estimated Accuracy
 DL5346;SPC FL E     -   649,541.      132,803.      MT  (+/- 10 meters HH2 GPS)
 DL5346
 DL5346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3282540451(NAD 83)
 DL5346
 DL5346                          SUPERSEDED SURVEY CONTROL
 DL5346
 DL5346.No superseded survey control is available for this station.
 DL5346
 DL5346_MARKER: DB = BENCH MARK DISK
 DL5346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5346_STAMPING: 0357 E 1995
 DL5346_MARK LOGO: NOS
 DL5346_PROJECTION: FLUSH
 DL5346_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5346+STABILITY: SURFACE MOTION
 DL5346_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5346+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2013
 DL5346
 DL5346  HISTORY     - Date     Condition        Report By
 DL5346  HISTORY     - 1995     MONUMENTED       FLDEP
 DL5346  HISTORY     - 20030528 GOOD             FLDEP
 DL5346  HISTORY     - 20051202 GOOD             FLDEP
 DL5346  HISTORY     - 20131106 GOOD             FLDEP
 DL5346
 DL5346                          STATION DESCRIPTION
 DL5346
 DL5346'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DL5346'THE MARK IS ABOUT 2.0 MI (3.2 KM) NORTH OF ORANGE PARK, AT THE
 DL5346'JUNCTION OF COLLINS ROAD AND NEW YORK AVENUE, IN SECTION 40, TOWNSHIP
 DL5346'3 SOUTH, RANGE 26 EAST.
 DL5346'
 DL5346'TO REACH THE MARK FROM INTERSTATE 295 OVERPASS AND U.S. HIGHWAY 17
 DL5346'(ROOSEVELT BOULEVARD) NORTH OF ORANGE PARK, GO NORTH ON U.S. HIGHWAY
 DL5346'17 (ROOSEVELT BOULEVARD) FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF
 DL5346'COLLINS ROAD ON THE RIGHT, TURN RIGHT ON COLLINS ROAD AND GO EAST FOR
 DL5346'0.2 MI (0.3 KM) TO A 90 DEGREE TURN SOUTH, CONTINUE SOUTH ON COLLINS
 DL5346'ROAD (BARCELONA AVENUE) FOR 0.15 MI (0.2 KM) TO A 90 DEGREE TURN EAST,
 DL5346'CONTINUE EAST ON COLLINS ROAD FOR 0.4 MI (0.6 KM) TO THE INTERSECTION
 DL5346'OF NEW YORK AVENUE AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 DL5346'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH COLLINS
 DL5346'ROAD.
 DL5346'
 DL5346'LOCATED 21.7 FT (6.6 M) NORTH OF THE CENTERLINE OF COLLINS ROAD, 16.9
 DL5346'FT (5.2 M) WEST OF THE APPROXIMATE CENTERLINE OF NEW YORK AVENUE, 11.0
 DL5346'FT (3.4 M) SOUTHEAST OF A 30-INCH (76 CM) IN DIAMETER PINE TREE AND
 DL5346'3.0 FT (0.9 M) SOUTHWEST OF A STREET SIGN.
 DL5346'
 DL5346'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE EAST SIDE OF THE
 DL5346'MONUMENT.
 DL5346
 DL5346                          STATION RECOVERY (2005)
 DL5346
 DL5346'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 DL5346'RECOVERED AS DESCRIBED.
 DL5346
 DL5346                          STATION RECOVERY (2013)
 DL5346
 DL5346'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)
 DL5346'RECOVERED IN GOOD CONDITION.
 DL5346'
 DL5346'NOTE-ADD THE FOLLOWING.
 DL5346'
 DL5346'THE MARK IS LOCATED NEAR THE SOUTHEAST CORNER OF THE PROPERTY LOT FOR
 DL5346'A HOUSE LOCATED AT 4107 COLLINS ROAD, 21.O FT (6.4 M) NORTH OF THE
 DL5346'CENTERLINE OF COLLINS ROAD, 16.9 FT (5.2 M) WEST OF THE CENTERLINE OF
 DL5346'NEW YORK AVENUE, 16.7 FT (5.1 M) EAST-NORTHEAST OF A 30 MI (48.3 KM)
 DL5346'PER HOUR SPEED LIMIT SIGN, 2.7 FT (0.8 M) SOUTHWEST OF A STREET SIGN
 DL5346'AND CARSONITE WITNESS POST.
 DL5346'
 DL5346'NOTE THE 30-INCH DIAMETER PINE TREE IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5345 ***********************************************************************
 DL5345  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5345  DESIGNATION -  872 0357 F
 DL5345  PID         -  DL5345
 DL5345  STATE/COUNTY-  FL/DUVAL
 DL5345  COUNTRY     -  US
 DL5345  USGS QUAD   -  ORANGE PARK (2018)
 DL5345
 DL5345                         *CURRENT SURVEY CONTROL
 DL5345  ______________________________________________________________________
 DL5345* NAD 83(1986) POSITION- 30 11 35.2    (N) 081 42 13.5    (W)   HD_HELD2
 DL5345* NAVD 88 ORTHO HEIGHT -     7.460 (meters)       24.48  (feet) ADJUSTED
 DL5345  ______________________________________________________________________
 DL5345  GEOID HEIGHT    -        -28.187 (meters)                     GEOID18
 DL5345  DYNAMIC HEIGHT  -          7.450 (meters)       24.44  (feet) COMP
 DL5345  MODELED GRAVITY -    979,350.3   (mgal)                       NAVD 88
 DL5345
 DL5345  VERT ORDER      -  SECOND    CLASS I
 DL5345
 DL5345.The horizontal coordinates were established by autonomous hand held GPS
 DL5345.observations and have an estimated accuracy of +/- 10 meters.
 DL5345
 DL5345.The orthometric height was determined by differential leveling and
 DL5345.adjusted by the NATIONAL GEODETIC SURVEY
 DL5345.in January 2010.
 DL5345
 DL5345.No vertical observational check was made to the station.
 DL5345
 DL5345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5345.GEOID18 height accuracy estimate available here.
 DL5345
 DL5345.This Tidal Bench Mark is designated as VM 13485
 DL5345.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5345
 DL5345.Click photographs - Photos may exist for this station.
 DL5345
 DL5345.The dynamic height is computed by dividing the NAVD 88
 DL5345.geopotential number by the normal gravity value computed on the
 DL5345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5345.degrees latitude (g = 980.6199 gals.).
 DL5345
 DL5345.The modeled gravity was interpolated from observed gravity values.
 DL5345
 DL5345;                    North         East    Units  Estimated Accuracy
 DL5345;SPC FL E     -   649,483.      132,233.      MT  (+/- 10 meters HH2 GPS)
 DL5345
 DL5345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3225540393(NAD 83)
 DL5345
 DL5345                          SUPERSEDED SURVEY CONTROL
 DL5345
 DL5345.No superseded survey control is available for this station.
 DL5345
 DL5345_MARKER: DB = BENCH MARK DISK
 DL5345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5345_STAMPING: 0357 F 1995
 DL5345_MARK LOGO: NOS
 DL5345_PROJECTION: RECESSED 5 CENTIMETERS
 DL5345_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5345+STABILITY: SURFACE MOTION
 DL5345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5345+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2010
 DL5345
 DL5345  HISTORY     - Date     Condition        Report By
 DL5345  HISTORY     - 1995     MONUMENTED       FLDEP
 DL5345  HISTORY     - 20030528 GOOD             FLDEP
 DL5345  HISTORY     - 20051202 GOOD             FLDEP
 DL5345  HISTORY     - 20100913 GOOD             FLDEP
 DL5345
 DL5345                          STATION DESCRIPTION
 DL5345
 DL5345'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DL5345'THE MARK IS ABOUT 2.0 MI (3.2 KM) NORTH OF ORANGE PARK, AT THE
 DL5345'JUNCTION OF COLLINS ROAD AND BARCELONA AVENUE, IN SECTION 40, TOWNSHIP
 DL5345'3 SOUTH, RANGE 26 EAST.
 DL5345'
 DL5345'TO REACH THE MARK FROM INTERSTATE 295 OVERPASS AND U.S. HIGHWAY 17
 DL5345'(ROOSEVELT BOULEVARD) NORTH OF ORANGE PARK, GO NORTH ON U.S. HIGHWAY
 DL5345'17 (ROOSEVELT BOULEVARD) FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF
 DL5345'COLLINS ROAD ON THE RIGHT, TURN RIGHT ON COLLINS ROAD AND GO EAST FOR
 DL5345'0.2 MI (0.3 KM) TO A 90 DEGREE TURN SOUTH, CONTINUE SOUTH ON COLLINS
 DL5345'ROAD (BARCELONA AVENUE) FOR 0.15 MI (0.2 KM) TO A 90 DEGREE TURN EAST
 DL5345'AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DL5345'FLUSH WITH THE GROUND AND ABOUT LEVEL WITH COLLINS ROAD (BARCELONA
 DL5345'AVENUE).
 DL5345'
 DL5345'LOCATED 50.0 FT (15.2 M) SOUTH-SOUTHEAST OF THE CENTER OF COLLINS ROAD
 DL5345'AND BARCELONA AVENUE, 9.5 FT (2.9 M) SOUTHWEST OF A GUARDRAIL, 1.3 FT
 DL5345'(0.4 M) NORTHEAST OF A CHAINLINK FENCE AND 1.2 FT (0.4 M) NORTHEAST OF
 DL5345'A CARSONITE WITNESS POST.
 DL5345'
 DL5345'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE EAST SIDE OF THE
 DL5345'MONUMENT.
 DL5345
 DL5345                          STATION RECOVERY (2005)
 DL5345
 DL5345'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 DL5345'RECOVERED AS DESCRIBED.
 DL5345
 DL5345                          STATION RECOVERY (2010)
 DL5345
 DL5345'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (BPJ)
 DL5345'RECOVERED IN GOOD CONDITION.
 DL5345'
 DL5345'NOTE-ADD THE FOLLOWING.
 DL5345'
 DL5345'THE MARK IS LOCATED 12.5 FT (3.8 M) WEST OF THE EXTENDED CENTERLINE OF
 DL5345'BARCELONA AVENUE, 8.5 FT (2.6 M) SOUTHWEST OF A METAL GUARDRAIL AND
 DL5345'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1427 ***********************************************************************
 BC1427  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1427  DESIGNATION -  872 0374 A TIDAL
 BC1427  PID         -  BC1427
 BC1427  STATE/COUNTY-  FL/CLAY
 BC1427  COUNTRY     -  US
 BC1427  USGS QUAD   -  ORANGE PARK (2018)
 BC1427
 BC1427                         *CURRENT SURVEY CONTROL
 BC1427  ______________________________________________________________________
 BC1427* NAD 83(1986) POSITION- 30 10 12.     (N) 081 41 44.     (W)   SCALED
 BC1427* NAVD 88 ORTHO HEIGHT -     3.666 (meters)       12.03  (feet) ADJUSTED
 BC1427  ______________________________________________________________________
 BC1427  GEOID HEIGHT    -        -28.182 (meters)                     GEOID18
 BC1427  DYNAMIC HEIGHT  -          3.662 (meters)       12.01  (feet) COMP
 BC1427  MODELED GRAVITY -    979,348.2   (mgal)                       NAVD 88
 BC1427
 BC1427  VERT ORDER      -  FIRST     CLASS II
 BC1427
 BC1427.The horizontal coordinates were scaled from a map and have
 BC1427.an estimated accuracy of +/- 6 seconds.
 BC1427
 BC1427.The orthometric height was determined by differential leveling and
 BC1427.adjusted by the NATIONAL GEODETIC SURVEY
 BC1427.in June 1991.
 BC1427
 BC1427.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1427.GEOID18 height accuracy estimate available here.
 BC1427
 BC1427.This Tidal Bench Mark is designated as VM 5177
 BC1427.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1427
 BC1427.Click photographs - Photos may exist for this station.
 BC1427
 BC1427.The dynamic height is computed by dividing the NAVD 88
 BC1427.geopotential number by the normal gravity value computed on the
 BC1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1427.degrees latitude (g = 980.6199 gals.).
 BC1427
 BC1427.The modeled gravity was interpolated from observed gravity values.
 BC1427
 BC1427;                    North         East    Units  Estimated Accuracy
 BC1427;SPC FL E     -   646,920.      133,010.      MT  (+/- 180 meters Scaled)
 BC1427
 BC1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP330378(NAD 83)
 BC1427
 BC1427                          SUPERSEDED SURVEY CONTROL
 BC1427
 BC1427  NGVD 29 (09/01/92)    3.992  (m)           13.10   (f) ADJUSTED    1 2
 BC1427
 BC1427.Superseded values are not recommended for survey control.
 BC1427
 BC1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1427.See file dsdata.pdf to determine how the superseded data were derived.
 BC1427
 BC1427_MARKER: DJ = TIDAL STATION DISK
 BC1427_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1427_SP_SET: CISTERN COVER
 BC1427_STAMPING: 0374 A 1978
 BC1427_MARK LOGO: NOS
 BC1427_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1427_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1427+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 BC1427
 BC1427  HISTORY     - Date     Condition        Report By
 BC1427  HISTORY     - 1977     MONUMENTED       FLDNR
 BC1427  HISTORY     - 1978     GOOD             NOS
 BC1427  HISTORY     - 1987     GOOD             FLDNR
 BC1427  HISTORY     - 19931013 GOOD             NGS
 BC1427
 BC1427                          STATION DESCRIPTION
 BC1427
 BC1427'DESCRIBED BY FL DEPT OF NAT RES 1977
 BC1427'ORANGE PARK.
 BC1427'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224
 BC1427'(KINGSLEY AVENUE) AT ORANGE PARK. PROCEED EAST ALONG KINGSLEY
 BC1427'AVENUE 0.3 MILES TO RIVER BOULEVARD, THENCE NORTH ALONG RIVER
 BC1427'BOULEVARD 0.15 MILES TO THE MARK ON THE RIGHT. MARK BEARS 52.9
 BC1427'FEET NORTH OF THE NORTH EDGE OF A SIDEWALK LEADING EAST TO A FISHING
 BC1427'PIER, 23.5 FEET NORTHEAST OF A 3 FEET LIVE OAK TREE, 37.8 FEET
 BC1427'EAST OF THE CENTER LINE OF A PAVED DRIVE THAT IS PARALLEL TO THE
 BC1427'SAINT JOHN RIVER.
 BC1427
 BC1427                          STATION RECOVERY (1978)
 BC1427
 BC1427'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1978
 BC1427'RECOVERED IN GOOD CONDITION.
 BC1427
 BC1427                          STATION RECOVERY (1987)
 BC1427
 BC1427'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1427'RECOVERED AS DESCRIBED.  THE MARK IS 3.0 FT ABOVE THE GROUND.
 BC1427
 BC1427                          STATION RECOVERY (1993)
 BC1427
 BC1427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1427'THE MARK IS IN ORANGE PARK IN SECTION 41, TOWNSHIP 4 SOUTH, RANGE 26
 BC1427'EAST. TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND
 BC1427'U.S. HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85
 BC1427'MI (2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1427'TURN LEFT ON STATE ROAD 224 (KINGSLEY AVENUE) AND GO EAST FOR 0.3 MI
 BC1427'(0.5 KM) TO A SHARP LEFT TURN (RIVER BOULEVARD), TURN LEFT ON RIVER
 BC1427'BOULEVARD AND GO NORTH FOR 0.15 MI (0.24 KM) TO THE MARK ON THE RIGHT
 BC1427'SET IN THE TOP OF A 9.5 FT (2.9 M) DIAMETER GREEN CISTERN COVER 1.0 FT
 BC1427'(0.3 M) BELOW THE LEVEL OF RIVER BOULEVARD, 52.7 FT (16.1 M) NORTH OF
 BC1427'THE NORTH EDGE OF A SIDEWALK FOR A FISHING PIER, 38.0 FT (11.6 M) EAST
 BC1427'OF THE APPROXIMATE CENTERLINE OF RIVER BOULEVARD, AND 23.2 FT (7.1 M)
 BC1427'NORTHEAST OF A 3.0 FT (0.9 M) LIVE OAK TREE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1426 ***********************************************************************
 BC1426  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1426  DESIGNATION -  872 0374 B
 BC1426  PID         -  BC1426
 BC1426  STATE/COUNTY-  FL/CLAY
 BC1426  COUNTRY     -  US
 BC1426  USGS QUAD   -  ORANGE PARK (2018)
 BC1426
 BC1426                         *CURRENT SURVEY CONTROL
 BC1426  ______________________________________________________________________
 BC1426* NAD 83(1986) POSITION- 30 10 22.8654 (N) 081 41 49.3413 (W)   SCALED
 BC1426* NAVD 88 ORTHO HEIGHT -     2.299 (meters)        7.54  (feet) ADJUSTED
 BC1426  ______________________________________________________________________
 BC1426  GEOID HEIGHT    -        -28.182 (meters)                     GEOID18
 BC1426  DYNAMIC HEIGHT  -          2.296 (meters)        7.53  (feet) COMP
 BC1426  MODELED GRAVITY -    979,348.6   (mgal)                       NAVD 88
 BC1426
 BC1426  VERT ORDER      -  SECOND    CLASS I
 BC1426
 BC1426.The horizontal coordinates were scaled from a map and have
 BC1426.an estimated accuracy of +/- 6 seconds.
 BC1426
 BC1426.The orthometric height was determined by differential leveling and
 BC1426.adjusted by the NATIONAL GEODETIC SURVEY
 BC1426.in January 2010.
 BC1426
 BC1426.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1426.GEOID18 height accuracy estimate available here.
 BC1426
 BC1426.This Tidal Bench Mark is designated as VM 5178
 BC1426.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1426
 BC1426.Click photographs - Photos may exist for this station.
 BC1426
 BC1426.The dynamic height is computed by dividing the NAVD 88
 BC1426.geopotential number by the normal gravity value computed on the
 BC1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1426.degrees latitude (g = 980.6199 gals.).
 BC1426
 BC1426.The modeled gravity was interpolated from observed gravity values.
 BC1426
 BC1426;                    North         East    Units  Estimated Accuracy
 BC1426;SPC FL E     -   647,230.      132,870.      MT  (+/- 180 meters Scaled)
 BC1426
 BC1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3288838162(NAD 83)
 BC1426
 BC1426                          SUPERSEDED SURVEY CONTROL
 BC1426
 BC1426  NAVD 88 (03/06/97)    2.344  (m)            7.69   (f) SUPERSEDED  1 2
 BC1426  NAVD 88 (06/15/91)    2.354  (m)            7.72   (f) SUPERSEDED  1 2
 BC1426  NGVD 29 (09/01/92)    2.679  (m)            8.79   (f) ADJUSTED    1 2
 BC1426
 BC1426.Superseded values are not recommended for survey control.
 BC1426
 BC1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1426.See file dsdata.pdf to determine how the superseded data were derived.
 BC1426
 BC1426_MARKER: DB = BENCH MARK DISK
 BC1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1426_STAMPING: 0374 B 1978
 BC1426_MARK LOGO: NOS
 BC1426_PROJECTION: FLUSH
 BC1426_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1426+STABILITY: SURFACE MOTION
 BC1426_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1426+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 BC1426
 BC1426  HISTORY     - Date     Condition        Report By
 BC1426  HISTORY     - 1978     MONUMENTED       NOS
 BC1426  HISTORY     - 1978     GOOD             FLDNR
 BC1426  HISTORY     - 1987     GOOD             FLDNR
 BC1426  HISTORY     - 19931013 GOOD             NGS
 BC1426  HISTORY     - 20050901 GOOD             FLDEP
 BC1426
 BC1426                          STATION DESCRIPTION
 BC1426
 BC1426'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1426'ORANGE PARK.
 BC1426'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224
 BC1426'(KINGSLEY AVENUE) AT ORANGE PARK. PROCEED EAST ALONG KINGSLEY
 BC1426'AVENUE 0.3 MILES TO RIVER BOULEVARD, THENCE NORTH ALONG RIVER
 BC1426'BOULEVARD 0.50 MILES TO STILES AVENUE AND THE MARK ON THE RIGHT.
 BC1426'MARK BEARS 16.1 FEET EAST OF THE CENTER LINE OF RIVER BOULEVARD, 90.5
 BC1426'FEET NORTH-NORTHEAST OF THE CENTER LINE OF RIVER BOULEVARD AND STILES
 BC1426'AVENUE INTERSECTION, 17 FEET WEST OF THE TOP OF THE WEST BANK OF
 BC1426'SAINT JOHNS RIVER, 2.8 FEET EAST OF A BRACE POLE FOR A UTILITY LINE.
 BC1426
 BC1426                          STATION RECOVERY (1987)
 BC1426
 BC1426'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1426'RECOVERED AS DESCRIBED.
 BC1426
 BC1426                          STATION RECOVERY (1993)
 BC1426
 BC1426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1426'THE MARK IS IN ORANGE PARK IN SECTION 41, TOWNSHIP 4 SOUTH, RANGE 26
 BC1426'EAST. TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND
 BC1426'U.S. HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85
 BC1426'MI (2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1426'TURN LEFT ON STATE ROAD 224 (KINGSLEY AVENUE) AND GO EAST FOR 0.3 MI
 BC1426'(0.5 KM) TO A SHARP LEFT TURN (RIVER BOULEVARD), TURN LEFT ON RIVER
 BC1426'BOULEVARD AND GO NORTH FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF STILES
 BC1426'AVENUE ON THE LEFT AND THE MARK ON THE RIGHT, IN TOP OF A CONCRETE
 BC1426'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH RIVER BOULEVARD, 90.5 FT
 BC1426'(27.6 M) NORTH-NORTHEAST OF THE INTERSECTION OF RIVER BOULEVARD AND
 BC1426'STILES AVENUE, 17.0 FT (5.2 M) WEST OF THE TOP OF THE WEST BANK OF
 BC1426'SAINT JOHNS RIVER, 16.6 FT (5.1 M) EAST OF THE APPROXIMATE CENTERLINE
 BC1426'OF RIVER BOULEVARD AND 2.5 FT (0.8 M) EAST OF A BRACE POLE WITH A GUY
 BC1426'WIRE FOR A UTILITY POLE ON THE WEST SIDE OF THE ROAD.
 BC1426
 BC1426                          STATION RECOVERY (2005)
 BC1426
 BC1426'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 BC1426'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1425 ***********************************************************************
 BC1425  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1425  DESIGNATION -  872 0374 C TIDAL
 BC1425  PID         -  BC1425
 BC1425  STATE/COUNTY-  FL/CLAY
 BC1425  COUNTRY     -  US
 BC1425  USGS QUAD   -  ORANGE PARK (2018)
 BC1425
 BC1425                         *CURRENT SURVEY CONTROL
 BC1425  ______________________________________________________________________
 BC1425* NAD 83(1986) POSITION- 30 10 37.     (N) 081 41 52.     (W)   SCALED
 BC1425* NAVD 88 ORTHO HEIGHT -     3.343 (meters)       10.97  (feet) ADJUSTED
 BC1425  ______________________________________________________________________
 BC1425  GEOID HEIGHT    -        -28.184 (meters)                     GEOID18
 BC1425  DYNAMIC HEIGHT  -          3.339 (meters)       10.95  (feet) COMP
 BC1425  MODELED GRAVITY -    979,348.8   (mgal)                       NAVD 88
 BC1425
 BC1425  VERT ORDER      -  FIRST     CLASS II
 BC1425
 BC1425.The horizontal coordinates were scaled from a map and have
 BC1425.an estimated accuracy of +/- 6 seconds.
 BC1425
 BC1425.The orthometric height was determined by differential leveling and
 BC1425.adjusted by the NATIONAL GEODETIC SURVEY
 BC1425.in March 1997.
 BC1425
 BC1425.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1425.GEOID18 height accuracy estimate available here.
 BC1425
 BC1425.This Tidal Bench Mark is designated as VM 5179
 BC1425.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1425
 BC1425.Click photographs - Photos may exist for this station.
 BC1425
 BC1425.The dynamic height is computed by dividing the NAVD 88
 BC1425.geopotential number by the normal gravity value computed on the
 BC1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1425.degrees latitude (g = 980.6199 gals.).
 BC1425
 BC1425.The modeled gravity was interpolated from observed gravity values.
 BC1425
 BC1425;                    North         East    Units  Estimated Accuracy
 BC1425;SPC FL E     -   647,690.      132,800.      MT  (+/- 180 meters Scaled)
 BC1425
 BC1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP328385(NAD 83)
 BC1425
 BC1425                          SUPERSEDED SURVEY CONTROL
 BC1425
 BC1425  NAVD 88 (06/15/91)    3.347  (m)           10.98   (f) SUPERSEDED  1 2
 BC1425  NGVD 29 (09/01/92)    3.672  (m)           12.05   (f) ADJUSTED    1 2
 BC1425
 BC1425.Superseded values are not recommended for survey control.
 BC1425
 BC1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1425.See file dsdata.pdf to determine how the superseded data were derived.
 BC1425
 BC1425_MARKER: DJ = TIDAL STATION DISK
 BC1425_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1425_SP_SET: CISTERN COVER
 BC1425_STAMPING: 0374 C 1978
 BC1425_MARK LOGO: NOS
 BC1425_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1425_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1425+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 BC1425
 BC1425  HISTORY     - Date     Condition        Report By
 BC1425  HISTORY     - 1978     MONUMENTED       NOS
 BC1425  HISTORY     - 1978     GOOD             FLDNR
 BC1425  HISTORY     - 1987     GOOD             FLDNR
 BC1425  HISTORY     - 19931013 GOOD             NGS
 BC1425
 BC1425                          STATION DESCRIPTION
 BC1425
 BC1425'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1425'ORANGE PARK.
 BC1425'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE  ROAD 224
 BC1425'(KINGSLEY AVENUE) AT ORANGE PARK. PROCEED EAST ALONG KINGSLEY
 BC1425'AVENUE 0.3 MILES TO RIVER BOULEVARD, THENCE NORTH ALONG RIVER
 BC1425'BOULEVARD 0.65 MILES TO BLAKE AVENUE AND THE MARK ON THE RIGHT.
 BC1425'MARK BEARS 21 FEET EAST OF THE CENTER LINE OF RIVER BOULEVARD, 17
 BC1425'FEET NORTH-NORTHEAST OF THE NORTHERLY OF 9 TRIANGULAR CONCRETE POSTS
 BC1425'39.9 FEET NORTEAST OF THE CENTER LINE OF RIVER BOULEVARD AND BLAKE
 BC1425'AVENUE INTERSECTION, 38.5 FEET WEST OF THE TOP OF THE WEST BANK OF
 BC1425'SAINT JOHNS RIVER, SET NEAR THE NORTH EDGE OF A 9.5 FOOT DIAMETER
 BC1425'CISTERN COVER.
 BC1425
 BC1425                          STATION RECOVERY (1987)
 BC1425
 BC1425'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1425'RECOVERED AS DESCRIBED.  THE MARK IS 3.0 FT ABOVE THE GROUND.
 BC1425
 BC1425                          STATION RECOVERY (1993)
 BC1425
 BC1425'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1425'THE MARK IS IN ORANGE PARK IN SECTION 41, TOWNSHIP 4 SOUTH, RANGE 26
 BC1425'EAST. TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND
 BC1425'U.S. HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85
 BC1425'MI (2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1425'TURN LEFT ON STATE ROAD 224 (KINGSLEY AVENUE) AND GO EAST FOR 0.3 MI
 BC1425'(0.5 KM) TO A SHARP LEFT TURN (RIVER BOULEVARD), TURN LEFT ON RIVER
 BC1425'BOULEVARD AND GO NORTH FOR 0.70 MI (1.13 KM) TO THE JUNCTION OF BLAKE
 BC1425'AVENUE ON THE LEFT AND THE MARK ON THE RIGHT SET IN THE TOP OF A 9.5
 BC1425'FT (2.9 M) DIAMETER GREEN CISTERN COVER 2.6 FT (0.8 M) ABOVE THE LEVEL
 BC1425'OF RIVER BOULEVARD. LOCATED 40.4 FT (12.3 M) NORTHEAST OF THE
 BC1425'INTERSECTION OF RIVER BOULEVARD AND BLAKE AVENUE, 38.5 FT (11.7 M)
 BC1425'WEST OF THE TOP OF THE WEST BANK OF THE SAINT JOHNS RIVER, 21.2 FT
 BC1425'(6.5 M) EAST OF THE APPROXIMATE CENTERLINE OF RIVER BOULEVARD AND 20.0
 BC1425'FT (6.1 M) NORTH-NORTHEAST OF THE NORTHERNMOST ONE OF EIGHT TRIANGULAR
 BC1425'CONCRETE POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1424 ***********************************************************************
 BC1424  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1424  DESIGNATION -  872 0374 D TIDAL
 BC1424  PID         -  BC1424
 BC1424  STATE/COUNTY-  FL/CLAY
 BC1424  COUNTRY     -  US
 BC1424  USGS QUAD   -  ORANGE PARK (2018)
 BC1424
 BC1424                         *CURRENT SURVEY CONTROL
 BC1424  ______________________________________________________________________
 BC1424* NAD 83(1986) POSITION- 30 10 46.     (N) 081 41 55.     (W)   SCALED
 BC1424* NAVD 88 ORTHO HEIGHT -     3.734 (meters)       12.25  (feet) ADJUSTED
 BC1424  ______________________________________________________________________
 BC1424  GEOID HEIGHT    -        -28.184 (meters)                     GEOID18
 BC1424  DYNAMIC HEIGHT  -          3.729 (meters)       12.23  (feet) COMP
 BC1424  MODELED GRAVITY -    979,349.1   (mgal)                       NAVD 88
 BC1424
 BC1424  VERT ORDER      -  SECOND    CLASS I
 BC1424
 BC1424.The horizontal coordinates were scaled from a map and have
 BC1424.an estimated accuracy of +/- 6 seconds.
 BC1424
 BC1424.The orthometric height was determined by differential leveling and
 BC1424.adjusted by the NATIONAL GEODETIC SURVEY
 BC1424.in April 2002.
 BC1424
 BC1424.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1424.GEOID18 height accuracy estimate available here.
 BC1424
 BC1424.This Tidal Bench Mark is designated as VM 5180
 BC1424.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1424
 BC1424.Click photographs - Photos may exist for this station.
 BC1424
 BC1424.The dynamic height is computed by dividing the NAVD 88
 BC1424.geopotential number by the normal gravity value computed on the
 BC1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1424.degrees latitude (g = 980.6199 gals.).
 BC1424
 BC1424.The modeled gravity was interpolated from observed gravity values.
 BC1424
 BC1424;                    North         East    Units  Estimated Accuracy
 BC1424;SPC FL E     -   647,970.      132,720.      MT  (+/- 180 meters Scaled)
 BC1424
 BC1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP327388(NAD 83)
 BC1424
 BC1424                          SUPERSEDED SURVEY CONTROL
 BC1424
 BC1424  NAVD 88 (06/15/91)    3.742  (m)           12.28   (f) SUPERSEDED  2 1
 BC1424  NGVD 29 (09/01/92)    4.067  (m)           13.34   (f) ADJUSTED    2 1
 BC1424
 BC1424.Superseded values are not recommended for survey control.
 BC1424
 BC1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1424.See file dsdata.pdf to determine how the superseded data were derived.
 BC1424
 BC1424_MARKER: DJ = TIDAL STATION DISK
 BC1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1424_STAMPING: 0374 D 1978
 BC1424_MARK LOGO: NOS
 BC1424_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1424+STABILITY: SURFACE MOTION
 BC1424_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1424+SATELLITE: SATELLITE OBSERVATIONS - October 13, 1993
 BC1424
 BC1424  HISTORY     - Date     Condition        Report By
 BC1424  HISTORY     - 1978     MONUMENTED       NOS
 BC1424  HISTORY     - 1978     GOOD             FLDNR
 BC1424  HISTORY     - 1987     GOOD             FLDNR
 BC1424  HISTORY     - 19931013 MARK NOT FOUND   NGS
 BC1424
 BC1424                          STATION DESCRIPTION
 BC1424
 BC1424'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1424'ORANGE PARK.
 BC1424'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224
 BC1424'(KINGSLEY AVENUE) AT ORANGE PARK. PROCEED EAST ALONG KINGSLEY
 BC1424'AVENUE 0.3 MILES TO RIVER BOULEVARD, THENCE NORTH ALONG RIVER
 BC1424'BOULEVARD 0.8 MILES TO CAMPBELL AVENUE AND THE MARK ON THE LEFT.
 BC1424'MARK BEARS 24.7 FEET WEST OF THE CENTER LINE OF RIVER BOULEVARD,
 BC1424'30.5 FEET NORTHWEST OF THE CENTER LINE OF RIVER BOULEVARD AND
 BC1424'CAMPBELL INTERSECTION, 18.1 FEET NORTH OF THE CENTER LINE OF
 BC1424'CAMPBELL AVENUE, 3 FEET NORTH-NORTHEAST OF A 1.1 FOOT SQUARE
 BC1424'CONCRETE UTILITY POLE.
 BC1424
 BC1424                          STATION RECOVERY (1987)
 BC1424
 BC1424'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1424'RECOVERED AS DESCRIBED.
 BC1424
 BC1424                          STATION RECOVERY (1993)
 BC1424
 BC1424'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1424'THE AREA WAS SEARCHED AND THE MARK WAS NOT FOUND.  A NEW MANHOLE COVER
 BC1424'HAS BEEN PUT IN THIS AREA.  THE MARK IS PRESUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1432 ***********************************************************************
 BC1432  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1432  DESIGNATION -  872 0374 E
 BC1432  PID         -  BC1432
 BC1432  STATE/COUNTY-  FL/CLAY
 BC1432  COUNTRY     -  US
 BC1432  USGS QUAD   -  ORANGE PARK (2018)
 BC1432
 BC1432                         *CURRENT SURVEY CONTROL
 BC1432  ______________________________________________________________________
 BC1432* NAD 83(1986) POSITION- 30 09 55.8651 (N) 081 42 37.3430 (W)   SCALED
 BC1432* NAVD 88 ORTHO HEIGHT -     4.948 (meters)       16.23  (feet) ADJUSTED
 BC1432  ______________________________________________________________________
 BC1432  GEOID HEIGHT    -        -28.168 (meters)                     GEOID18
 BC1432  DYNAMIC HEIGHT  -          4.941 (meters)       16.21  (feet) COMP
 BC1432  MODELED GRAVITY -    979,347.8   (mgal)                       NAVD 88
 BC1432
 BC1432  VERT ORDER      -  FIRST     CLASS II
 BC1432
 BC1432.The horizontal coordinates were scaled from a map and have
 BC1432.an estimated accuracy of +/- 6 seconds.
 BC1432
 BC1432.The orthometric height was determined by differential leveling and
 BC1432.adjusted by the NATIONAL GEODETIC SURVEY
 BC1432.in June 1991.
 BC1432
 BC1432.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1432.GEOID18 height accuracy estimate available here.
 BC1432
 BC1432.This Tidal Bench Mark is designated as VM 5181
 BC1432.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1432
 BC1432.Click photographs - Photos may exist for this station.
 BC1432
 BC1432.The dynamic height is computed by dividing the NAVD 88
 BC1432.geopotential number by the normal gravity value computed on the
 BC1432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1432.degrees latitude (g = 980.6199 gals.).
 BC1432
 BC1432.The modeled gravity was interpolated from observed gravity values.
 BC1432
 BC1432;                    North         East    Units  Estimated Accuracy
 BC1432;SPC FL E     -   646,400.      131,590.      MT  (+/- 180 meters Scaled)
 BC1432
 BC1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3159937339(NAD 83)
 BC1432
 BC1432                          SUPERSEDED SURVEY CONTROL
 BC1432
 BC1432  NGVD 29 (09/01/92)    5.273  (m)           17.30   (f) ADJUSTED    1 2
 BC1432
 BC1432.Superseded values are not recommended for survey control.
 BC1432
 BC1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1432.See file dsdata.pdf to determine how the superseded data were derived.
 BC1432
 BC1432_MARKER: DB = BENCH MARK DISK
 BC1432_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1432_SP_SET: STORM WATER DRAIN
 BC1432_STAMPING: 0374 E 1978
 BC1432_MARK LOGO: NOS
 BC1432_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1432+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 BC1432
 BC1432  HISTORY     - Date     Condition        Report By
 BC1432  HISTORY     - 1978     MONUMENTED       NOS
 BC1432  HISTORY     - 1978     GOOD             FLDNR
 BC1432  HISTORY     - 1987     GOOD             FLDNR
 BC1432  HISTORY     - 19931013 GOOD             NGS
 BC1432  HISTORY     - 20050902 GOOD             FLDEP
 BC1432
 BC1432                          STATION DESCRIPTION
 BC1432
 BC1432'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1432'ORANGE PARK.
 BC1432'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224
 BC1432'(KINGSLEY AVENUE), AT ORANGE PARK. PROCEED WEST ALONG STATE ROAD 224
 BC1432'0.55 MILES TO STATE ROAD S 224A (DOCTORS LAKE DRIVE), AND THE
 BC1432'MARK ON THE LEFT. MARK BEARS 45 FEET SOUTH OF THE CENTER LINE OF STATE
 BC1432'ROAD 224, 26 FEET WEST OF THE CENTER LINE OF STATE ROAD S 224A, 77
 BC1432'FEET EAST OF THE SEABOARD COAST LINE RAILROAD, 0.8 FEET NORTH OF A
 BC1432'WATER PIPE. MARK IS SET FLUSH IN SOUTHWEST CORNER OF A SEWER PIPE
 BC1432'GRATING OVER A FOUNDATION.
 BC1432
 BC1432                          STATION RECOVERY (1987)
 BC1432
 BC1432'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1432'RECOVERED AS DESCRIBED.
 BC1432
 BC1432                          STATION RECOVERY (1993)
 BC1432
 BC1432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1432'THE MARK IS IN ORANGE PARK AT THE JUNCTION OF STATE ROAD 224 (KINGSLEY
 BC1432'AVENUE) AND STATE ROAD 224A (DOCTORS LAKE DRIVE) IN SECTION 41,
 BC1432'TOWNSHIP 4 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE
 BC1432'INTERSECTION OF INTERSTATE 295 AND U.S. HIGHWAY 17 IN ORANGE PARK, GO
 BC1432'SOUTH ON U.S. HIGHWAY 17 FOR 1.85 MI (2.98 KM) TO THE INTERSECTION OF
 BC1432'STATE ROAD 224 (KINGSLEY AVENUE), TURN RIGHT ON STATE ROAD 224
 BC1432'(KINGSLEY AVENUE) AND GO WEST FOR 0.55 MI (0.89 KM) TO THE JUNCTION OF
 BC1432'STATE ROAD 224A (DOCTORS LAKE DRIVE) ON THE LEFT AND THE MARK ON THE
 BC1432'LEFT, SET IN THE TOP OF THE SOUTHWEST CORNER OF A SEWER PIPE GRATING
 BC1432'OVER A FOUNDATION 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD 224
 BC1432'(KINGSLEY AVENUE) AND LEVEL WITH STATE ROAD 224A (DOCTORS LAKE DRIVE).
 BC1432'LOCATED 77.0 FT (23.5 M) EAST OF THE EAST RAIL OF THE SEABOARD COAST
 BC1432'LINE RAILROAD, 62.6 FT (19.1 M) SOUTH OF THE CENTER OF THE MEDIAN
 BC1432'STRIP AND 30.4 FT (9.3 M) WEST OF THE APPROXIMATE CENTERLINE OF STATE
 BC1432'ROAD 224A (DOCTORS LAKE DRIVE).
 BC1432
 BC1432                          STATION RECOVERY (2005)
 BC1432
 BC1432'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 BC1432'RECOVERED IN GOOD CONDITION.
 BC1432'
 BC1432'NOTE A CARSONITE WITNESS POST WAS PLACED 0.3 FT SOUTHWEST OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC5773 ***********************************************************************
 AC5773  TIDAL BM    -  This is a Tidal Bench Mark.
 AC5773  DESIGNATION -  872 0374 F TIDAL
 AC5773  PID         -  AC5773
 AC5773  STATE/COUNTY-  FL/CLAY
 AC5773  COUNTRY     -  US
 AC5773  USGS QUAD   -  ORANGE PARK (2018)
 AC5773
 AC5773                         *CURRENT SURVEY CONTROL
 AC5773  ______________________________________________________________________
 AC5773* NAD 83(1986) POSITION- 30 09 57.     (N) 081 42 04.     (W)   SCALED
 AC5773* NAVD 88 ORTHO HEIGHT -     6.983 (meters)       22.91  (feet) ADJUSTED
 AC5773  ______________________________________________________________________
 AC5773  GEOID HEIGHT    -        -28.175 (meters)                     GEOID18
 AC5773  DYNAMIC HEIGHT  -          6.973 (meters)       22.88  (feet) COMP
 AC5773  MODELED GRAVITY -    979,347.8   (mgal)                       NAVD 88
 AC5773
 AC5773  VERT ORDER      -  FIRST     CLASS II
 AC5773
 AC5773.The horizontal coordinates were scaled from a map and have
 AC5773.an estimated accuracy of +/- 6 seconds.
 AC5773
 AC5773.The orthometric height was determined by differential leveling and
 AC5773.adjusted by the NATIONAL GEODETIC SURVEY
 AC5773.in March 1997.
 AC5773
 AC5773.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5773.GEOID18 height accuracy estimate available here.
 AC5773
 AC5773.This Tidal Bench Mark is designated as VM 14205
 AC5773.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC5773
 AC5773.Click photographs - Photos may exist for this station.
 AC5773
 AC5773.The dynamic height is computed by dividing the NAVD 88
 AC5773.geopotential number by the normal gravity value computed on the
 AC5773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5773.degrees latitude (g = 980.6199 gals.).
 AC5773
 AC5773.The modeled gravity was interpolated from observed gravity values.
 AC5773
 AC5773;                    North         East    Units  Estimated Accuracy
 AC5773;SPC FL E     -   646,460.      132,470.      MT  (+/- 180 meters Scaled)
 AC5773
 AC5773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP324373(NAD 83)
 AC5773
 AC5773                          SUPERSEDED SURVEY CONTROL
 AC5773
 AC5773.No superseded survey control is available for this station.
 AC5773
 AC5773_MARKER: DJ = TIDAL STATION DISK
 AC5773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5773_STAMPING: 0374 F 1993
 AC5773_MARK LOGO: NOS
 AC5773_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5773+STABILITY: SURFACE MOTION
 AC5773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC5773+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AC5773
 AC5773  HISTORY     - Date     Condition        Report By
 AC5773  HISTORY     - 1993     MONUMENTED       FLDEP
 AC5773
 AC5773                          STATION DESCRIPTION
 AC5773
 AC5773'DESCRIBED BY FL DEPT OF ENV PRO 1993 (LGB)
 AC5773'THE MARK IS IN ORANGE PARK, ABOUT 13.0 MI (20.9 KM) NORTH OF GREEN
 AC5773'COVE SPRINGS IN SECTION 41, TOWNSHIP 4 SOUTH, RANGE 26 EAST. TO REACH
 AC5773'THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND U.S. HIGHWAY 17
 AC5773'IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85 MI (2.98 KM) TO
 AC5773'THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224 (KINGSLEY
 AC5773'AVENUE) AND THE MARK ON THE RIGHT, IN THE SOUTHWEST CORNER OF THE
 AC5773'INTERSECTION, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 AC5773'GROUND AND ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF THE ROAD. LOCATED
 AC5773'60.1 FT (18.3 M) SOUTH OF THE CENTERLINE OF THE CONCRETE MEDIAN OF
 AC5773'STATE ROAD 224, 54.0 FT (16.5 M) WEST OF THE CENTERLINE OF THE
 AC5773'CONCRETE MEDIAN OF U.S. HIGHWAY 17, 9.4 FT (2.9 M) NORTHEAST OF THE
 AC5773'WELCOME TO ORANGE PARK SIGN AND 5.0 FT (1.5 M) SOUTHWEST OF A CONCRETE
 AC5773'TRAFFIC LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5351 ***********************************************************************
 DL5351  DESIGNATION -  872 0374 G
 DL5351  PID         -  DL5351
 DL5351  STATE/COUNTY-  FL/CLAY
 DL5351  COUNTRY     -  US
 DL5351  USGS QUAD   -  ORANGE PARK (2018)
 DL5351
 DL5351                         *CURRENT SURVEY CONTROL
 DL5351  ______________________________________________________________________
 DL5351* NAD 83(1986) POSITION- 30 09 57.8655 (N) 081 41 51.3410 (W)   SCALED
 DL5351* NAVD 88 ORTHO HEIGHT -     6.866 (meters)       22.53  (feet) ADJUSTED
 DL5351  ______________________________________________________________________
 DL5351  GEOID HEIGHT    -        -28.178 (meters)                     GEOID18
 DL5351  DYNAMIC HEIGHT  -          6.857 (meters)       22.50  (feet) COMP
 DL5351  MODELED GRAVITY -    979,347.8   (mgal)                       NAVD 88
 DL5351
 DL5351  VERT ORDER      -  SECOND    CLASS I
 DL5351
 DL5351.The horizontal coordinates were scaled from a map and have
 DL5351.an estimated accuracy of +/- 6 seconds.
 DL5351
 DL5351.The orthometric height was determined by differential leveling and
 DL5351.adjusted by the NATIONAL GEODETIC SURVEY
 DL5351.in January 2010.
 DL5351
 DL5351.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5351.GEOID18 height accuracy estimate available here.
 DL5351
 DL5351.Click photographs - Photos may exist for this station.
 DL5351
 DL5351.The dynamic height is computed by dividing the NAVD 88
 DL5351.geopotential number by the normal gravity value computed on the
 DL5351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5351.degrees latitude (g = 980.6199 gals.).
 DL5351
 DL5351.The modeled gravity was interpolated from observed gravity values.
 DL5351
 DL5351;                    North         East    Units  Estimated Accuracy
 DL5351;SPC FL E     -   646,460.      132,820.      MT  (+/- 180 meters Scaled)
 DL5351
 DL5351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3283037393(NAD 83)
 DL5351
 DL5351                          SUPERSEDED SURVEY CONTROL
 DL5351
 DL5351.No superseded survey control is available for this station.
 DL5351
 DL5351_MARKER: DD = SURVEY DISK
 DL5351_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL5351_SP_SET: STORM WATER DRAIN
 DL5351_STAMPING: 0374 G 2005
 DL5351_MARK LOGO: FLDEP
 DL5351_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5351+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2005
 DL5351
 DL5351  HISTORY     - Date     Condition        Report By
 DL5351  HISTORY     - 20050902 MONUMENTED       FLDEP
 DL5351
 DL5351                          STATION DESCRIPTION
 DL5351
 DL5351'DESCRIBED BY FL DEPT OF ENV PRO 2005
 DL5351'THE MARK IS IN ORANGE PARK, IN SECTION 41, TOWNSHIP 4 SOUTH, RANGE 26
 DL5351'EAST.
 DL5351'
 DL5351'TO REACH THE MARK FROM THE INTERSTATE 295 OVERPASS AND U.S. HIGHWAY 17
 DL5351'(ROOSEVELT  BOULEVARD) NORTH OF ORANGE PARK, GO SOUTH ON U.S. HIGHWAY
 DL5351'17 (ROOSEVELT BOULEVARD)  FOR 1.85 MI (3.0 KM) TO THE INTERSECTION OF
 DL5351'STATE ROAD 224 (KINGSLEY AVENUE).  TURN LEFT ON STATE  ROAD 224
 DL5351'(KINGSLEY AVENUE) AND GO EAST FOR 0.2 MI (0.3 KM) TO THE INTERSECTION
 DL5351'OF ASTOR STREET  (KINGSLEY AVENUE) AND THE MARK ON THE LEFT, A FLDEP
 DL5351'SURVEY DISK SET FLUSH IN THE TOP OF  THE CONCRETE BASE OF THE STORM
 DL5351'WATER DRAIN IN THE MEDIAN BETWEEN THE EASTBOUND AND  WESTBOUND LANES
 DL5351'OF STATE ROAD 224 (KINGSLEY AVENUE) AND LEVEL WITH STATE ROAD 224
 DL5351'(KINGSLEY AVENUE).
 DL5351'
 DL5351'LOCATED 44.0 FT (13.4 M) NORTH-NORTHEAST OF A FIRE HYDRANT IN THE
 DL5351'SOUTHWEST CORNER OF THE  INTERSECTION, 21.0 FT (6.4 M) SOUTH OF THE
 DL5351'APPROXIMATE CENTERLINE OF THE WESTBOUND LANE OF  STATE ROAD 224
 DL5351'(KINGSLEY AVENUE), 19.0 FT (5.8 M) NORTH OF THE APPROXIMATE CENTERLINE
 DL5351'OF THE  EASTBOUND LANE OF STATE ROAD 224 (KINGSLEY AVENUE), 15.3 FT
 DL5351'(4.7 M) WEST OF THE APPROXIMATE  CENTERLINE OF ASTOR STREET, 6.2 FT
 DL5351'(1.9 M) SOUTHEAST OF WOODEN POWER POLE NUMBER 108 WITH A  STREET LIGHT
 DL5351'AND 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5352 ***********************************************************************
 DL5352  DESIGNATION -  872 0374 H
 DL5352  PID         -  DL5352
 DL5352  STATE/COUNTY-  FL/CLAY
 DL5352  COUNTRY     -  US
 DL5352  USGS QUAD   -  ORANGE PARK (2018)
 DL5352
 DL5352                         *CURRENT SURVEY CONTROL
 DL5352  ______________________________________________________________________
 DL5352* NAD 83(1986) POSITION- 30 10 05.41   (N) 081 41 44.24   (W)   HD_HELD1
 DL5352* NAVD 88 ORTHO HEIGHT -     1.637 (meters)        5.37  (feet) ADJUSTED
 DL5352  ______________________________________________________________________
 DL5352  GEOID HEIGHT    -        -28.181 (meters)                     GEOID18
 DL5352  DYNAMIC HEIGHT  -          1.634 (meters)        5.36  (feet) COMP
 DL5352  MODELED GRAVITY -    979,348.0   (mgal)                       NAVD 88
 DL5352
 DL5352  VERT ORDER      -  SECOND    CLASS I
 DL5352
 DL5352.The horizontal coordinates were determined by differentially corrected
 DL5352.hand held GPS observations or other comparable positioning techniques
 DL5352.and have an estimated accuracy of +/- 3 meters.
 DL5352
 DL5352.The orthometric height was determined by differential leveling and
 DL5352.adjusted by the NATIONAL GEODETIC SURVEY
 DL5352.in January 2010.
 DL5352
 DL5352.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5352.GEOID18 height accuracy estimate available here.
 DL5352
 DL5352.Click photographs - Photos may exist for this station.
 DL5352
 DL5352.The dynamic height is computed by dividing the NAVD 88
 DL5352.geopotential number by the normal gravity value computed on the
 DL5352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5352.degrees latitude (g = 980.6199 gals.).
 DL5352
 DL5352.The modeled gravity was interpolated from observed gravity values.
 DL5352
 DL5352;                    North         East    Units  Estimated Accuracy
 DL5352;SPC FL E     -   646,713.1     132,998.6     MT  (+/- 3 meters HH1 GPS) 
 DL5352
 DL5352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3302137624(NAD 83)
 DL5352
 DL5352                          SUPERSEDED SURVEY CONTROL
 DL5352
 DL5352.No superseded survey control is available for this station.
 DL5352
 DL5352_MARKER: DD = SURVEY DISK
 DL5352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL5352_SP_SET: SEAWALL
 DL5352_STAMPING: 0374 H 2005
 DL5352_MARK LOGO: FLDEP
 DL5352_PROJECTION: FLUSH
 DL5352_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5352+STABILITY: SURFACE MOTION
 DL5352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5352+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2024
 DL5352
 DL5352  HISTORY     - Date     Condition        Report By
 DL5352  HISTORY     - 20050903 MONUMENTED       FLDEP
 DL5352  HISTORY     - 20240521 GOOD             FLDEP
 DL5352
 DL5352                          STATION DESCRIPTION
 DL5352
 DL5352'DESCRIBED BY FL DEPT OF ENV PRO 2005
 DL5352'THE MARK IS IN ORANGE PARK, IN SECTION 41, TOWNSHIP 4 SOUTH, RANGE 26
 DL5352'EAST.
 DL5352'
 DL5352'TO REACH THE MARK FROM THE INTERSTATE 295 OVERPASS AND U.S. HIGHWAY 17
 DL5352'(ROOSEVELT BOULEVARD) NORTH OF ORANGE PARK, GO SOUTH ON U.S. HIGHWAY
 DL5352'17 (ROOSEVELT  BOULEVARD) FOR 1.85 MI (3.0 KM) TO THE INTERSECTION OF
 DL5352'STATE ROAD 224 (KINGSLEY AVENUE).  TURN LEFT  ON STATE ROAD 224
 DL5352'(KINGSLEY AVENUE) AND GO EAST FOR 0.3 MI (0.5 KM) TO A SHARP LEFT TURN
 DL5352'(RIVER  ROAD).  TURN LEFT ON RIVER ROAD AND GO NORTH FOR 0.15 MI (0.2
 DL5352'KM) TO A CONCRETE PIER ON THE RIGHT  AND THE MARK, A FLDEP SURVEY DISK
 DL5352'SET FLUSH IN THE TOP OF THE CONCRETE SEAWALL 2.0 FT (0.6 M)  BELOW THE
 DL5352'LEVEL OF THE PIER.
 DL5352'
 DL5352'LOCATED 73.3 FT (22.3 M) EAST OF THE APPROXIMATE CENTERLINE OF RIVER
 DL5352'ROAD, 32.6 FT (9.9 M) EAST OF AN  18-INCH (46 CM) CEDAR TREE, 13.3 FT
 DL5352'(4.1 M) EAST OF THE NORTHEAST CORNER OF A 4.5 FT (1.4 M) X 4.0 FT (1.2
 DL5352'M) ROCK  MONUMENT, FOR THE ERECTION OF THE SEAWALL, DEDICATED BY THE
 DL5352'WOMEN OF THE MOOSE IN  1962, 9.8 FT (3.0 M) SOUTH OF THE APPROXIMATE
 DL5352'CENTERLINE OF THE 10.0 FT (3.0 M) CONCRETE PIER AND 0.85 FT (0.3 M)
 DL5352'EAST OF A CARSONITE WITNESS POST.
 DL5352
 DL5352                          STATION RECOVERY (2024)
 DL5352
 DL5352'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (MAH)
 DL5352'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS1915 ***********************************************************************
 DS1915  DESIGNATION -  872 0374 J
 DS1915  PID         -  DS1915
 DS1915  STATE/COUNTY-  FL/CLAY
 DS1915  COUNTRY     -  US
 DS1915  USGS QUAD   -  ORANGE PARK (2018)
 DS1915
 DS1915                         *CURRENT SURVEY CONTROL
 DS1915  ______________________________________________________________________
 DS1915* NAD 83(1986) POSITION- 30 10 40.28   (N) 081 42 04.40   (W)   HD_HELD1
 DS1915* NAVD 88 ORTHO HEIGHT -     6.084 (meters)       19.96  (feet) ADJUSTED
 DS1915  ______________________________________________________________________
 DS1915  GEOID HEIGHT    -        -28.181 (meters)                     GEOID18
 DS1915  DYNAMIC HEIGHT  -          6.076 (meters)       19.93  (feet) COMP
 DS1915  MODELED GRAVITY -    979,348.9   (mgal)                       NAVD 88
 DS1915
 DS1915  VERT ORDER      -  SECOND    CLASS I
 DS1915
 DS1915.The horizontal coordinates were determined by differentially corrected
 DS1915.hand held GPS observations or other comparable positioning techniques
 DS1915.and have an estimated accuracy of +/- 3 meters.
 DS1915
 DS1915.The orthometric height was determined by differential leveling and
 DS1915.adjusted by the NATIONAL GEODETIC SURVEY
 DS1915.in January 2025.
 DS1915
 DS1915.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1915.GEOID18 height accuracy estimate available here.
 DS1915
 DS1915.Click photographs - Photos may exist for this station.
 DS1915
 DS1915.The dynamic height is computed by dividing the NAVD 88
 DS1915.geopotential number by the normal gravity value computed on the
 DS1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1915.degrees latitude (g = 980.6199 gals.).
 DS1915
 DS1915.The modeled gravity was interpolated from observed gravity values.
 DS1915
 DS1915;                    North         East    Units  Estimated Accuracy
 DS1915;SPC FL E     -   647,790.2     132,465.8     MT  (+/- 3 meters HH1 GPS) 
 DS1915
 DS1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3248838701(NAD 83)
 DS1915
 DS1915                          SUPERSEDED SURVEY CONTROL
 DS1915
 DS1915.No superseded survey control is available for this station.
 DS1915
 DS1915_MARKER: F = FLANGE-ENCASED ROD
 DS1915_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1915_STAMPING: 0374 J 2024
 DS1915_MARK LOGO: FLDEP
 DS1915_PROJECTION: RECESSED 12 CENTIMETERS
 DS1915_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS1915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1915+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2024
 DS1915_ROD/PIPE-DEPTH: 9.2 meters
 DS1915
 DS1915  HISTORY     - Date     Condition        Report By
 DS1915  HISTORY     - 20240521 MONUMENTED       FLDEP
 DS1915
 DS1915                          STATION DESCRIPTION
 DS1915
 DS1915'DESCRIBED BY FL DEPT OF ENV PRO 2024 (MAH)
 DS1915'THE MARK IS LOCATED ABOUT 11.0 MI (17.7 KM) SOUTH-SOUTHWEST OF
 DS1915'JACKSONVILLE, 12.3 MI (19.8 KM) SOUTH-SOUTHEAST OF MARIETTA AND 0.9 MI
 DS1915'(1.4 KM) NORTH-NORTHEAST OF ORANGE PARK.  IN SECTION 41, TOWNSHIP 4
 DS1915'SOUTH, RANGE 26 EAST.
 DS1915'
 DS1915'TO REACH THE MARK FROM THE INTERSTATE 295 OVERPASS AND U.S. HIGHWAY 17
 DS1915'(PARK AVENUE) NORTH OF ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 (PARK
 DS1915'AVENUE) FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF CAMPBELL AVENUE, GO
 DS1915'EAST ON CAMPBELL AVENUE FOR 50 FT (15.2 M) AND THE MARK ON THE LEFT.
 DS1915'A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 30.1 FT (9.2 M),
 DS1915'RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15
 DS1915'CM) ABOVE THE LEVEL WITH CAMPBELL AVENUE, THE DATUM POINT IS RECESSED
 DS1915'0.4 FT (12 CM) BELOW THE LEVEL OF THE FLDEP LOGO CAP.
 DS1915'
 DS1915'LOCATED 108 FT (32.9 M) EAST OF APPROXIMATE CENTERLINE OF U.S. HIGHWAY
 DS1915'17 (PARK AVENUE) NORTHBOUND LANES, 63.0 FT (19.2 M) WEST OF THE
 DS1915'APPROXIMATE CENTERLINE OF THE SOUTH ENTRANCE TO A RACE TRAC GAS
 DS1915'STATION, 28.4 FT (8.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DS1915'CAMPBELL AVENUE, 24.0 FT (7.3 M) NORTHEAST OF THE NORTHEAST CORNER 0F
 DS1915'A 5'X6' CONCRETE STORM DRAIN AND 13.5 FT (4.1 M) SOUTH OF A CARSONITE
 DS1915'WITNESS POST.
 DS1915'
 DS1915'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DS1915'LOGO CAP.
 DS1915'
 DS1915'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS1914 ***********************************************************************
 DS1914  DESIGNATION -  872 0374 K
 DS1914  PID         -  DS1914
 DS1914  STATE/COUNTY-  FL/CLAY
 DS1914  COUNTRY     -  US
 DS1914  USGS QUAD   -  ORANGE PARK (2018)
 DS1914
 DS1914                         *CURRENT SURVEY CONTROL
 DS1914  ______________________________________________________________________
 DS1914* NAD 83(1986) POSITION- 30 10 22.53   (N) 081 41 59.31   (W)   HD_HELD1
 DS1914* NAVD 88 ORTHO HEIGHT -     5.000 (meters)       16.40  (feet) ADJUSTED
 DS1914  ______________________________________________________________________
 DS1914  GEOID HEIGHT    -        -28.180 (meters)                     GEOID18
 DS1914  DYNAMIC HEIGHT  -          4.994 (meters)       16.38  (feet) COMP
 DS1914  MODELED GRAVITY -    979,348.5   (mgal)                       NAVD 88
 DS1914
 DS1914  VERT ORDER      -  SECOND    CLASS I
 DS1914
 DS1914.The horizontal coordinates were determined by differentially corrected
 DS1914.hand held GPS observations or other comparable positioning techniques
 DS1914.and have an estimated accuracy of +/- 3 meters.
 DS1914
 DS1914.The orthometric height was determined by differential leveling and
 DS1914.adjusted by the NATIONAL GEODETIC SURVEY
 DS1914.in January 2025.
 DS1914
 DS1914.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS1914.GEOID18 height accuracy estimate available here.
 DS1914
 DS1914.Click photographs - Photos may exist for this station.
 DS1914
 DS1914.The dynamic height is computed by dividing the NAVD 88
 DS1914.geopotential number by the normal gravity value computed on the
 DS1914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS1914.degrees latitude (g = 980.6199 gals.).
 DS1914
 DS1914.The modeled gravity was interpolated from observed gravity values.
 DS1914
 DS1914;                    North         East    Units  Estimated Accuracy
 DS1914;SPC FL E     -   647,242.8     132,598.6     MT  (+/- 3 meters HH1 GPS) 
 DS1914
 DS1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3262138153(NAD 83)
 DS1914
 DS1914                          SUPERSEDED SURVEY CONTROL
 DS1914
 DS1914.No superseded survey control is available for this station.
 DS1914
 DS1914_MARKER: F = FLANGE-ENCASED ROD
 DS1914_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS1914_STAMPING: 0374 K 2024
 DS1914_MARK LOGO: FLDEP
 DS1914_PROJECTION: RECESSED 15 CENTIMETERS
 DS1914_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS1914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS1914+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2024
 DS1914_ROD/PIPE-DEPTH: 12.0 meters
 DS1914
 DS1914  HISTORY     - Date     Condition        Report By
 DS1914  HISTORY     - 20240521 MONUMENTED       FLDEP
 DS1914
 DS1914                          STATION DESCRIPTION
 DS1914
 DS1914'DESCRIBED BY FL DEPT OF ENV PRO 2024 (MAH)
 DS1914'THE MARK IS LOCATED ABOUT 11.3 MI (18.2 KM) SOUTH-SOUTHWEST OF
 DS1914'JACKSONVILLE, 11.2 MI (18.0 KM) SOUTH-SOUTHEAST OF MARIETTA AND 0.6 MI
 DS1914'(1.0 KM) NORTHEAST OF ORANGE PARK.  IN SECTION 41, TOWNSHIP 4 SOUTH,
 DS1914'RANGE 26 EAST.
 DS1914'
 DS1914'TO REACH THE MARK FROM THE INTERSTATE 295 OVERPASS AND U.S. HIGHWAY 17
 DS1914'(PARK AVENUE) NORTH OF ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 (PARK
 DS1914'AVENUE) FOR 1.35 MI (2.17 KM) TO THE INTERSECTION OF STILES AVENUE.
 DS1914'TURN LEFT ON STILES AVENUE AND GO EAST 0.08 MI (0.13 KM) O THE
 DS1914'JUNCTION OF ORANGE CIRCLE SOUTH AND THE MARK ON THE RIGHT.  A
 DS1914'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.5 FT (12.0 M),
 DS1914'RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15
 DS1914'CM) ABOVE THE LEVEL WITH RIVER ROAD, THE DATUM POINT IS RECESSED 0.5
 DS1914'FT (15 CM) BELOW THE LEVEL OF THE FLDEP LOGO CAP.
 DS1914'
 DS1914'LOCATED 56.0 FT (17.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF A
 DS1914'DRIVEWAY LOCATED AT 254 STILES AVENUE, 20.5 FT (6.2 M) EAST OF THE
 DS1914'APPROXIMATE CENTERLINE OF ORANGE CIRCLE SOUTH, 19.4 FT (5.9 M) SOUTH
 DS1914'OF THE APPROXIMATE CENTERLINE OF STILES AVENUE, 8.0 FT (2.4 M)
 DS1914'SOUTHWEST OF WOODEN POWER POLE NUMBER 236 4OT AND 8.2 FT (2.5 M) SOUTH
 DS1914'OF A METAL TELEPHONE JUNCTION BOX.
 DS1914'
 DS1914'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DS1914'LOGO CAP.
 DS1914'
 DS1914'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1518 ***********************************************************************
 BC1518  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1518  DESIGNATION -  872 0398 C
 BC1518  PID         -  BC1518
 BC1518  STATE/COUNTY-  FL/ST JOHNS
 BC1518  COUNTRY     -  US
 BC1518  USGS QUAD   -  PALM VALLEY (2018)
 BC1518
 BC1518                         *CURRENT SURVEY CONTROL
 BC1518  ______________________________________________________________________
 BC1518* NAD 83(1986) POSITION- 30 08 00.     (N) 081 23 03.     (W)   SCALED
 BC1518* NAVD 88 ORTHO HEIGHT -     1.205 (meters)        3.95  (feet) ADJUSTED
 BC1518  ______________________________________________________________________
 BC1518  GEOID HEIGHT    -        -28.451 (meters)                     GEOID18
 BC1518  DYNAMIC HEIGHT  -          1.204 (meters)        3.95  (feet) COMP
 BC1518  MODELED GRAVITY -    979,347.4   (mgal)                       NAVD 88
 BC1518
 BC1518  VERT ORDER      -  SECOND    CLASS I
 BC1518
 BC1518.The horizontal coordinates were scaled from a map and have
 BC1518.an estimated accuracy of +/- 6 seconds.
 BC1518
 BC1518.The orthometric height was determined by differential leveling and
 BC1518.adjusted by the NATIONAL GEODETIC SURVEY
 BC1518.in May 2004.
 BC1518
 BC1518.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1518.GEOID18 height accuracy estimate available here.
 BC1518
 BC1518.This Tidal Bench Mark is designated as VM 10717
 BC1518.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1518
 BC1518.Click photographs - Photos may exist for this station.
 BC1518
 BC1518.The dynamic height is computed by dividing the NAVD 88
 BC1518.geopotential number by the normal gravity value computed on the
 BC1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1518.degrees latitude (g = 980.6199 gals.).
 BC1518
 BC1518.The modeled gravity was interpolated from observed gravity values.
 BC1518
 BC1518;                    North         East    Units  Estimated Accuracy
 BC1518;SPC FL E     -   642,710.      162,990.      MT  (+/- 180 meters Scaled)
 BC1518
 BC1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP629336(NAD 83)
 BC1518
 BC1518                          SUPERSEDED SURVEY CONTROL
 BC1518
 BC1518  NAVD 88 (04/25/02)    1.209  (m)            3.97   (f) SUPERSEDED  2 1
 BC1518  NAVD 88 (06/15/91)    1.211  (m)            3.97   (f) SUPERSEDED  2 1
 BC1518  NGVD 29 (09/01/92)    1.536  (m)            5.04   (f) ADJUSTED    2 1
 BC1518
 BC1518.Superseded values are not recommended for survey control.
 BC1518
 BC1518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1518.See file dsdata.pdf to determine how the superseded data were derived.
 BC1518
 BC1518_MARKER: DJ = TIDAL STATION DISK
 BC1518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1518_SP_SET: HEADWALL
 BC1518_STAMPING: 0398 C 1978
 BC1518_MARK LOGO: NOS
 BC1518_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1518+STABILITY: SURFACE MOTION
 BC1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1518+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2000
 BC1518
 BC1518  HISTORY     - Date     Condition        Report By
 BC1518  HISTORY     - 1978     MONUMENTED       FLDNR
 BC1518  HISTORY     - 1978     GOOD             FLDNR
 BC1518  HISTORY     - 1978     GOOD             FLDNR
 BC1518  HISTORY     - 1987     GOOD             FLDNR
 BC1518  HISTORY     - 20000927 GOOD             FLDEP
 BC1518  HISTORY     - 20070610 MARK NOT FOUND   FLDEP
 BC1518
 BC1518                          STATION DESCRIPTION
 BC1518
 BC1518'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1518'8.0 MI SE FROM BAYARD.
 BC1518'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND THE SOUTH CITY LIMITS
 BC1518'LINE OF BAYARD, FLORIDA. PROCEED 5 MILES SOUTHERLY ALONG US HIGHWAY 1
 BC1518'TO COUNTY ROAD C 210, THENCE 5.6 MILES NORTHEASTERLY ALONG COUNTY ROAD
 BC1518'C 210 TO STATE ROAD S 210 A AND THE LOCATION OF THE MARK. THE MARK IS
 BC1518'LOCATED ON THE TOP OF A CONCRETE HEADWALL ON THE WEST SIDE OF STATE
 BC1518'ROAD S 210 A, AND BEARS 24 FEET NORTH OF THE CENTERLINE OF COUNTY
 BC1518'ROAD C 210, 35 FEET WEST OF THE INTERSECTION OF COUTY ROAD C 210 AND
 BC1518'STATE ROAD S 210 A, 31 FEET SOUTH OF A TELEPHONE POLE.
 BC1518
 BC1518                          STATION RECOVERY (1978)
 BC1518
 BC1518'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1518'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND THE SOUTH CITY LIMITS
 BC1518'LINE OF BAYARD, FLORIDA. PROCEED 5 MILES SOUTHERLY, ALONG US HIGHWAY
 BC1518'1 TO STATE ROAD C 210. PROCEED 5.07 MILES NORTHEASTERLY
 BC1518'ALONG STATE ROAD C 210 TO THE LOCATION OF THE MARK, THE MARK BEARS
 BC1518'32 FEET SOUTH OF THE CENTERLINE OF COUNTY ROAD C 210, 9.5 FEET WEST
 BC1518'OF A UTILITY POLE, AND 60 FEET WEST OF A DIRT DRIVE
 BC1518'THE MARK IS 1 FT  N FROM A WITNESS POST.
 BC1518'THE MARK IS 1 FT BELOW HIGHWAY CENTERLINE.
 BC1518
 BC1518                          STATION RECOVERY (1987)
 BC1518
 BC1518'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1518'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE DESCRIPTION
 BC1518'FOR 0398 C HAD BEEN ERRONEOUSLY PUT UNDER 0398 A WHICH DOES NOT EXIST.
 BC1518'THE DESCRIPTION IS AS FOLLOWS-- BEGIN AT THE INTERSECTION OF U.S.
 BC1518'HIGHWAY 1 AND THE SOUTH CITY LIMITS LINE OF BAYARD, GO 5.0 MILES
 BC1518'SOUTHERLY ALONG U.S. 1 TO COUNTY ROAD 210, GO 5.8 MILES NORTHEASTERLY
 BC1518'ALONG C-210 TO STATE ROAD 210A AND THE LOCATION OF THE MARK.  THE MARK
 BC1518'BEARS 35 FEET WEST OF THE INTERSECTION OF C-210 AND S-210A, 24 FEET
 BC1518'NORTH OF THE CENTERLINE OF C-210, AND 31 FEET SOUTH OF A TELEPHONE
 BC1518'POLE.
 BC1518
 BC1518                          STATION RECOVERY (2000)
 BC1518
 BC1518'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (PBM)
 BC1518'RECOVERED AS DESCRIBED.
 BC1518
 BC1518                          STATION RECOVERY (2007)
 BC1518
 BC1518'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC1518'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1521 ***********************************************************************
 BC1521  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1521  DESIGNATION -  872 0398 D
 BC1521  PID         -  BC1521
 BC1521  STATE/COUNTY-  FL/ST JOHNS
 BC1521  COUNTRY     -  US
 BC1521  USGS QUAD   -  PALM VALLEY (2018)
 BC1521
 BC1521                         *CURRENT SURVEY CONTROL
 BC1521  ______________________________________________________________________
 BC1521* NAD 83(1986) POSITION- 30 07 50.     (N) 081 23 18.     (W)   SCALED
 BC1521* NAVD 88 ORTHO HEIGHT -     0.765 (meters)        2.51  (feet) ADJUSTED
 BC1521  ______________________________________________________________________
 BC1521  GEOID HEIGHT    -        -28.445 (meters)                     GEOID18
 BC1521  DYNAMIC HEIGHT  -          0.764 (meters)        2.51  (feet) COMP
 BC1521  MODELED GRAVITY -    979,347.1   (mgal)                       NAVD 88
 BC1521
 BC1521  VERT ORDER      -  SECOND    CLASS I
 BC1521
 BC1521.The horizontal coordinates were scaled from a map and have
 BC1521.an estimated accuracy of +/- 6 seconds.
 BC1521
 BC1521.The orthometric height was determined by differential leveling and
 BC1521.adjusted by the NATIONAL GEODETIC SURVEY
 BC1521.in June 1991.
 BC1521
 BC1521.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1521.GEOID18 height accuracy estimate available here.
 BC1521
 BC1521.This Tidal Bench Mark is designated as VM 10718
 BC1521.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1521
 BC1521.Click photographs - Photos may exist for this station.
 BC1521
 BC1521.The dynamic height is computed by dividing the NAVD 88
 BC1521.geopotential number by the normal gravity value computed on the
 BC1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1521.degrees latitude (g = 980.6199 gals.).
 BC1521
 BC1521.The modeled gravity was interpolated from observed gravity values.
 BC1521
 BC1521;                    North         East    Units  Estimated Accuracy
 BC1521;SPC FL E     -   642,400.      162,580.      MT  (+/- 180 meters Scaled)
 BC1521
 BC1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP625333(NAD 83)
 BC1521
 BC1521                          SUPERSEDED SURVEY CONTROL
 BC1521
 BC1521  NGVD 29 (09/01/92)    1.091  (m)            3.58   (f) ADJUSTED    2 1
 BC1521
 BC1521.Superseded values are not recommended for survey control.
 BC1521
 BC1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1521.See file dsdata.pdf to determine how the superseded data were derived.
 BC1521
 BC1521_MARKER: DJ = TIDAL STATION DISK
 BC1521_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1521_STAMPING: 0398 D 1978
 BC1521_MARK LOGO: NOS
 BC1521_PROJECTION: FLUSH
 BC1521_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1521+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 BC1521_ROD/PIPE-DEPTH: 14.6 meters
 BC1521
 BC1521  HISTORY     - Date     Condition        Report By
 BC1521  HISTORY     - 1978     MONUMENTED       NOS
 BC1521  HISTORY     - 1978     GOOD             FLDNR
 BC1521  HISTORY     - 1978     GOOD             FLDNR
 BC1521  HISTORY     - 1987     GOOD             FLDNR
 BC1521  HISTORY     - 20000919 GOOD             FLDEP
 BC1521  HISTORY     - 20070610 MARK NOT FOUND   FLDEP
 BC1521  HISTORY     - 20141203 MARK NOT FOUND   FL-109
 BC1521
 BC1521                          STATION DESCRIPTION
 BC1521
 BC1521'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1521'8.0 MI SE FROM BAYARD.
 BC1521'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND THE SOUTH CITY LIMITS
 BC1521'LINE OF BAYARD, FLORIDA. PROCEED 5 MILES SOUTHERLY ALONG US HIGHWAY
 BC1521'1 TO COUNTY ROAD C 210, THENCE 5.35 MILES NORTHEASTERLY TO THE
 BC1521'LOCATION OF THE MARK. THE MARK BEARS 32 FEET SOUTH OF THE CENTERLINE
 BC1521'OF COUNTY ROAD C 210, 10.4 FEET WEST OF UTILITY POLE, 13.7 FEET NORTH
 BC1521'OF A 14 INCH PALM TREE, 0.25 MILES WEST OF THE PALM VALLEY BRIDGE.
 BC1521
 BC1521                          STATION RECOVERY (1978)
 BC1521
 BC1521'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1521'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD
 BC1521'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND THE SOUTH CITY LIMITS
 BC1521'LINE OF BAYARD, FLORIDA. PROCEED 5 MILES SOUTHERLY ALONG U.S. HIGHWAY
 BC1521'1 TO STATE ROAD C 210. PROCEED 5.35 MILES NORTHEASTERLY TO THE
 BC1521'LOCATION OF THE MARK. THE MARK BEARS 32 FEET SOUTH OF THE
 BC1521'CENTERLINE OF STATE ROAD C 210, 10.4 FEET WEST OF UTILITY POLE, 13.7
 BC1521'FEET NORTH OF 14 INCH PALM TREE, 0.25 MILES WEST OF THE PALM VALLEY
 BC1521'BRIDGE.
 BC1521
 BC1521                          STATION RECOVERY (1987)
 BC1521
 BC1521'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1521'RECOVERED AS DESCRIBED.
 BC1521
 BC1521                          STATION RECOVERY (2000)
 BC1521
 BC1521'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 BC1521'NOTE THE MARK IS UNDER ABOUT 3.0 FT (0.9 M) OF WATER, NOT LEVELED TO
 BC1521'THIS DATE 10-06-00.
 BC1521
 BC1521                          STATION RECOVERY (2007)
 BC1521
 BC1521'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC1521'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 BC1521'
 BC1521'NOTE COUNTY ROAD 210 IN PLEASANT HAS BEEN WIDENED TO FOUR LANES.
 BC1521
 BC1521                          STATION RECOVERY (2014)
 BC1521
 BC1521'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)
 BC1521'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1520 ***********************************************************************
 BC1520  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1520  DESIGNATION -  872 0398 E
 BC1520  PID         -  BC1520
 BC1520  STATE/COUNTY-  FL/ST JOHNS
 BC1520  COUNTRY     -  US
 BC1520  USGS QUAD   -  PALM VALLEY (2018)
 BC1520
 BC1520                         *CURRENT SURVEY CONTROL
 BC1520  ______________________________________________________________________
 BC1520* NAD 83(1986) POSITION- 30 07 41.     (N) 081 23 30.     (W)   SCALED
 BC1520* NAVD 88 ORTHO HEIGHT -     1.015 (meters)        3.33  (feet) ADJUSTED
 BC1520  ______________________________________________________________________
 BC1520  GEOID HEIGHT    -        -28.440 (meters)                     GEOID18
 BC1520  DYNAMIC HEIGHT  -          1.014 (meters)        3.33  (feet) COMP
 BC1520  MODELED GRAVITY -    979,346.9   (mgal)                       NAVD 88
 BC1520
 BC1520  VERT ORDER      -  SECOND    CLASS I
 BC1520
 BC1520.The horizontal coordinates were scaled from a map and have
 BC1520.an estimated accuracy of +/- 6 seconds.
 BC1520
 BC1520.The orthometric height was determined by differential leveling and
 BC1520.adjusted by the NATIONAL GEODETIC SURVEY
 BC1520.in June 1991.
 BC1520
 BC1520.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1520.GEOID18 height accuracy estimate available here.
 BC1520
 BC1520.This Tidal Bench Mark is designated as VM 10719
 BC1520.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1520
 BC1520.Click photographs - Photos may exist for this station.
 BC1520
 BC1520.The dynamic height is computed by dividing the NAVD 88
 BC1520.geopotential number by the normal gravity value computed on the
 BC1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1520.degrees latitude (g = 980.6199 gals.).
 BC1520
 BC1520.The modeled gravity was interpolated from observed gravity values.
 BC1520
 BC1520;                    North         East    Units  Estimated Accuracy
 BC1520;SPC FL E     -   642,130.      162,260.      MT  (+/- 180 meters Scaled)
 BC1520
 BC1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP622330(NAD 83)
 BC1520
 BC1520                          SUPERSEDED SURVEY CONTROL
 BC1520
 BC1520  NGVD 29 (09/01/92)    1.341  (m)            4.40   (f) ADJUSTED    2 1
 BC1520
 BC1520.Superseded values are not recommended for survey control.
 BC1520
 BC1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1520.See file dsdata.pdf to determine how the superseded data were derived.
 BC1520
 BC1520_MARKER: DJ = TIDAL STATION DISK
 BC1520_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1520_STAMPING: 0398 E 1978
 BC1520_MARK LOGO: NOS
 BC1520_PROJECTION: FLUSH
 BC1520_MAGNETIC: I = MARKER IS A STEEL ROD
 BC1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1520_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1520+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2000
 BC1520_ROD/PIPE-DEPTH: 12.2 meters
 BC1520
 BC1520  HISTORY     - Date     Condition        Report By
 BC1520  HISTORY     - 1978     MONUMENTED       NOS
 BC1520  HISTORY     - 1978     GOOD             FLDNR
 BC1520  HISTORY     - 1978     GOOD             FLDNR
 BC1520  HISTORY     - 1987     GOOD             FLDNR
 BC1520  HISTORY     - 20000919 GOOD             FLDEP
 BC1520  HISTORY     - 20070610 MARK NOT FOUND   FLDEP
 BC1520  HISTORY     - 20141203 MARK NOT FOUND   FL-109
 BC1520
 BC1520                          STATION DESCRIPTION
 BC1520
 BC1520'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1520'8.0 MI SE FROM BAYARD.
 BC1520'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND THE SOUTH CITY LIMITS
 BC1520'LINE OF BAYARD, FLORIDA. PROCEED 5 MILES SOUTHERLY ALONG US HIGHWAY
 BC1520'1 TO COUNTY ROAD C-210, THENCE 5.07 MILES NORTHEASTERLY ALONG COUNTY
 BC1520'ROAD C-210 TO THE LOCATION OF THE MARK. THE MARK BEARS 32 FEET SOUTH
 BC1520'OF THE CENTERLINE OF COUNTY ROAD C-210, 9.5 FEET WEST OF A UTILITY
 BC1520'POLE, AND 60 FEET WEST OF A DIRT DRIVE.
 BC1520
 BC1520                          STATION RECOVERY (1978)
 BC1520
 BC1520'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1520'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND THE SOUTH CITY LIMITS
 BC1520'LINE OF BAYARD, FLORIDA. PROCEED 5 MILES SOUTHERLY ALONG U.S. HIGHWAY
 BC1520'1 TO STATE ROAD C 210. PROCEED 5.07 MILES NORTHEASTERLY ALONG STATE
 BC1520'ROAD C 210, 9.5 FEET WEST OF A UTILITY POLE, 60 FEET WEST OF A DIRT
 BC1520'DRIVE.
 BC1520
 BC1520                          STATION RECOVERY (1987)
 BC1520
 BC1520'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1520'RECOVERED IN GOOD CONDITION WITH A NEW DESCRIPTION.  BEGIN AT THE
 BC1520'JUNCTION OF COUNTY ROAD 210 WITH U.S. HIGHWAY 1 ABOUT 5 MILES SOUTH OF
 BC1520'BAYARD, GO 5.15 MILES NORTHEASTERLY ON C-210 TO THE MARK.  THE MARK
 BC1520'BEARS 31.3 FEET SOUTHEAST OF THE CENTERLINE OF C-210, 11.7 FEET
 BC1520'NORTHWEST OF A BARB-WIRE FENCE, 64.1 FEET NORTHEAST OF THE CENTER OF A
 BC1520'PRIVATE DRIVE AND 8.5 FEET EAST OF A POWER POLE.  THE MARK IS 1 E FROM
 BC1520'A WHITNESS POST.
 BC1520
 BC1520                          STATION RECOVERY (2000)
 BC1520
 BC1520'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 BC1520'THE MARK IS ABOUT 5.3 MI (8.5 KM) SOUTHWEST OF PONTE VEDRA BEACH, 5.1
 BC1520'MI (8.2 KM) EAST OF DURBIN ON COUNTY ROAD 210, IN SECTION 51, TOWNSHIP
 BC1520'4 SOUTH, RANGE 29 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S.
 BC1520'HIGHWAY 1 AND WEST COUNTY ROAD 210 IN DURBIN, GO NORTH ON U.S. HIGHWAY
 BC1520'1 FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF COUNTY ROAD 210 EAST, TURN
 BC1520'RIGHT ON COUNTY ROAD 210 EAST AND GO NORTHEAST FOR 5.1 MI (8.2 KM) TO
 BC1520'THE MARK ON THE RIGHT, A NOS DISK ATTACHED TO THE TOP OF A COPPER-CLAD
 BC1520'STEEL ROAD FLUSH WITH THE GROUND AND LEVEL WITH COUNTY ROAD 210.  THIS
 BC1520'MARK CAN ALSO BE REACHED FROM THE JUNCTION OF STATE HIGHWAY A1A AND
 BC1520'COUNTY ROAD 210 IN PONTE VEDRA BEACH, GO SOUTHERLY ON COUNTY ROAD 210
 BC1520'FOR 5.4 MI (8.7 KM) TO THE MARK ON THE LEFT. LOCATED 66.4 FT (20.2 M)
 BC1520'NORTHEAST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT 2755, 31.3 FT
 BC1520'(9.5 M) SOUTHEAST OF THE CENTERLINE OF COUNTY ROAD 210, 12.0 FT (3.7
 BC1520'M) NORTHWEST OF A HOGWIRE FENCE, 9.6 FT (2.9 M) EAST OF POWER POLE
 BC1520'NUMBER 35512029 AND 0.8 FT (24.4 CM) NORTHWEST OF A METAL WITNESS
 BC1520'POST.
 BC1520
 BC1520                          STATION RECOVERY (2007)
 BC1520
 BC1520'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 BC1520'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 BC1520
 BC1520                          STATION RECOVERY (2014)
 BC1520
 BC1520'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)
 BC1520'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL3569 ***********************************************************************
 DL3569  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3569  DESIGNATION -  872 0398 F
 DL3569  PID         -  DL3569
 DL3569  STATE/COUNTY-  FL/ST JOHNS
 DL3569  COUNTRY     -  US
 DL3569  USGS QUAD   -  PALM VALLEY (2018)
 DL3569
 DL3569                         *CURRENT SURVEY CONTROL
 DL3569  ______________________________________________________________________
 DL3569* NAD 83(1986) POSITION- 30 07 59.3    (N) 081 23 03.7    (W)   HD_HELD2
 DL3569* NAVD 88 ORTHO HEIGHT -     1.028 (meters)        3.37  (feet) ADJUSTED
 DL3569  ______________________________________________________________________
 DL3569  GEOID HEIGHT    -        -28.451 (meters)                     GEOID18
 DL3569  DYNAMIC HEIGHT  -          1.027 (meters)        3.37  (feet) COMP
 DL3569  MODELED GRAVITY -    979,347.3   (mgal)                       NAVD 88
 DL3569
 DL3569  VERT ORDER      -  FIRST     CLASS II
 DL3569
 DL3569.The horizontal coordinates were established by autonomous hand held GPS
 DL3569.observations and have an estimated accuracy of +/- 10 meters.
 DL3569
 DL3569.The orthometric height was determined by differential leveling and
 DL3569.adjusted by the NATIONAL GEODETIC SURVEY
 DL3569.in September 2009.
 DL3569
 DL3569.No vertical observational check was made to the station.
 DL3569
 DL3569.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3569.GEOID18 height accuracy estimate available here.
 DL3569
 DL3569.This Tidal Bench Mark is designated as VM 19397
 DL3569.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3569
 DL3569.Click photographs - Photos may exist for this station.
 DL3569
 DL3569.The dynamic height is computed by dividing the NAVD 88
 DL3569.geopotential number by the normal gravity value computed on the
 DL3569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3569.degrees latitude (g = 980.6199 gals.).
 DL3569
 DL3569.The modeled gravity was interpolated from observed gravity values.
 DL3569
 DL3569;                    North         East    Units  Estimated Accuracy
 DL3569;SPC FL E     -   642,688.      162,966.      MT  (+/- 10 meters HH2 GPS)
 DL3569
 DL3569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6297833600(NAD 83)
 DL3569
 DL3569                          SUPERSEDED SURVEY CONTROL
 DL3569
 DL3569.No superseded survey control is available for this station.
 DL3569
 DL3569_MARKER: F = FLANGE-ENCASED ROD
 DL3569_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL3569_STAMPING: 0398 F 2002
 DL3569_MARK LOGO: NGS
 DL3569_PROJECTION: FLUSH
 DL3569_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL3569_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3569_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3569+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2007
 DL3569_ROD/PIPE-DEPTH: 13.5 meters
 DL3569
 DL3569  HISTORY     - Date     Condition        Report By
 DL3569  HISTORY     - 20020821 MONUMENTED       FLDEP
 DL3569  HISTORY     - 20070610 GOOD             FLDEP
 DL3569  HISTORY     - 20141203 POOR             FL-109
 DL3569  HISTORY     - 20200210 GOOD             USPSQD
 DL3569
 DL3569                          STATION DESCRIPTION
 DL3569
 DL3569'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DL3569'THE MARK IS ABOUT 6.0 MI EAST OF DURBIN, 3.0 MI SOUTHWEST OF PONTE
 DL3569'VEDRA, IN SECTION 54,  TOWNSHIP 4 SOUTH, RANGE 29 EAST.
 DL3569'
 DL3569'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A AND COUNTY
 DL3569'ROAD 210 (PALM  VALLEY ROAD) IN PONTE VEDRA BEACH, GO SOUTHEASTERLY ON
 DL3569'COUNTY ROAD 210 (PALM VALLEY  ROAD) FOR 3.45 MI TO THE JUNCTION OF
 DL3569'MICKLEY ROAD ON THE LEFT, CONTINUE SOUTH ON COUNTY  ROAD 210 FOR 1.1
 DL3569'MI TO THE JUNCTION OF COUNTY ROAD 210A ON THE LEFT (JUST BEFORE
 DL3569'CROSSING  THE BRIDGE SPANNING THE INTRACOASTAL WATERWAY), TURN LEFT ON
 DL3569'COUNTY ROAD 210A AND GO  SOUTH THEN WEST FOR 0.2 MI TO A 90 DEGREE
 DL3569'TURN RIGHT, CONTINUE WEST ON THE PAVED ROAD  (PALM VALLEY ROAD) FOR
 DL3569'0.05 MI TO THE MARK ON RIGHT ON THE SOUTH SIDE OF COUNTY ROAD 210
 DL3569'OVERPASS, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 44.4
 DL3569'FT WITH A NGS LOGO  CAP RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND
 DL3569'AND ABOUT 1.0 FT BELOW THE LEVEL OF  THE PAVED ROAD, THE DATUM POINT
 DL3569'IS RECESSED 0.2 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DL3569'
 DL3569'LOCATED 200.0 FT WEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 DL3569'210A, 180.0 FT  SOUTHEAST OF SURVEY MARK PALM 2 01, 84.0 FT EAST OF
 DL3569'THE CENTERLINE OF A DRIVE AT 385, 54.3  FT SOUTH-SOUTHWEST OF A LIGHT
 DL3569'POLE NUMBER A-3-P207, 43.0 FT SOUTH OF THE SOUTH SIDE OF A  SIDEWALK,
 DL3569'24.0 FT SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF PALM VALLEY
 DL3569'ROAD,  2.5 FT NORTH OF A POWER POLE WITH 2 GUY WIRES ATTACHED AND 1.1
 DL3569'FT NORTH OF A CARSONITE  WITNESS POST.
 DL3569'
 DL3569'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DL3569'
 DL3569'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE NORTH SIDE OF THE
 DL3569'MONUMENT.
 DL3569
 DL3569                          STATION RECOVERY (2007)
 DL3569
 DL3569'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 DL3569'RECOVERED AS DESCRIBED.
 DL3569
 DL3569                          STATION RECOVERY (2014)
 DL3569
 DL3569'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)
 DL3569'ROD IS LOOSE INSIDE CASING
 DL3569
 DL3569                          STATION RECOVERY (2020)
 DL3569
 DL3569'RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)
 DL3569'THE MARK IS CENTERED BETWEEN THREE CARSONITE WITNESS POSTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL3568 ***********************************************************************
 DL3568  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3568  DESIGNATION -  872 0398 G
 DL3568  PID         -  DL3568
 DL3568  STATE/COUNTY-  FL/ST JOHNS
 DL3568  COUNTRY     -  US
 DL3568  USGS QUAD   -  PALM VALLEY (2018)
 DL3568
 DL3568                         *CURRENT SURVEY CONTROL
 DL3568  ______________________________________________________________________
 DL3568* NAD 83(1986) POSITION- 30 08 00.     (N) 081 23 01.     (W)   SCALED
 DL3568* NAVD 88 ORTHO HEIGHT -     1.046 (meters)        3.43  (feet) ADJUSTED
 DL3568  ______________________________________________________________________
 DL3568  GEOID HEIGHT    -        -28.452 (meters)                     GEOID18
 DL3568  DYNAMIC HEIGHT  -          1.044 (meters)        3.43  (feet) COMP
 DL3568  MODELED GRAVITY -    979,347.4   (mgal)                       NAVD 88
 DL3568
 DL3568  VERT ORDER      -  FIRST     CLASS II
 DL3568
 DL3568.The horizontal coordinates were scaled from a map and have
 DL3568.an estimated accuracy of +/- 6 seconds.
 DL3568
 DL3568.The orthometric height was determined by differential leveling and
 DL3568.adjusted by the NATIONAL GEODETIC SURVEY
 DL3568.in September 2009.
 DL3568
 DL3568.No vertical observational check was made to the station.
 DL3568
 DL3568.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3568.GEOID18 height accuracy estimate available here.
 DL3568
 DL3568.This Tidal Bench Mark is designated as VM 19398
 DL3568.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3568
 DL3568.Click photographs - Photos may exist for this station.
 DL3568
 DL3568.The dynamic height is computed by dividing the NAVD 88
 DL3568.geopotential number by the normal gravity value computed on the
 DL3568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3568.degrees latitude (g = 980.6199 gals.).
 DL3568
 DL3568.The modeled gravity was interpolated from observed gravity values.
 DL3568
 DL3568;                    North         East    Units  Estimated Accuracy
 DL3568;SPC FL E     -   642,710.      163,040.      MT  (+/- 180 meters Scaled)
 DL3568
 DL3568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP630336(NAD 83)
 DL3568
 DL3568                          SUPERSEDED SURVEY CONTROL
 DL3568
 DL3568.No superseded survey control is available for this station.
 DL3568
 DL3568_MARKER: F = FLANGE-ENCASED ROD
 DL3568_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL3568_STAMPING: 0398 G 2002
 DL3568_MARK LOGO: NGS
 DL3568_PROJECTION: FLUSH
 DL3568_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL3568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL3568+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2007
 DL3568_ROD/PIPE-DEPTH: 11.0 meters
 DL3568
 DL3568  HISTORY     - Date     Condition        Report By
 DL3568  HISTORY     - 2002     MONUMENTED       FLDEP
 DL3568  HISTORY     - 20070610 GOOD             FLDEP
 DL3568  HISTORY     - 20141203 GOOD             FL-109
 DL3568  HISTORY     - 20200210 GOOD             USPSQD
 DL3568
 DL3568                          STATION DESCRIPTION
 DL3568
 DL3568'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DL3568'THE MARK IS ABOUT 6.0 MI EAST OF DURBIN, 3.0 MI SOUTHWEST OF PONTE
 DL3568'VEDRA BEACH, IN SECTION  54, TOWNSHIP 4 SOUTH, RANGE 29 EAST.
 DL3568'
 DL3568'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A AND COUNTY
 DL3568'ROAD 210 (PALM  VALLEY ROAD) IN PONTE VEDRA BEACH, GO SOUTHEASTERLY ON
 DL3568'COUNTY ROAD 210 (PALM VALLEY  ROAD) FOR 3.45 MI TO THE JUNCTION OF
 DL3568'MICKLEY ROAD ON THE LEFT, CONTINUE SOUTH ON COUNTY  ROAD 210 FOR 1.1
 DL3568'MI TO THE JUNCTION OF COUNTY ROAD 210A ON THE LEFT (JUST BEFORE
 DL3568'CROSSING  THE BRIDGE SPANNING THE INTRACOASTAL WATERWAY), TURN LEFT
 DL3568'AND GO SOUTH THEN WEST ON  210A FOR 0.2 MI TO THE JUNCTION OF SOUTH
 DL3568'ROSCOE EXT BOULEVARD ON THE LEFT (A LIMEROCK  ROAD LEADING SOUTH), A
 DL3568'90 DEGREE TURN RIGHT AND THE MARK ON THE LEFT, A STAINLESS STEEL  ROD
 DL3568'DRIVEN TO REFUSAL AT THE DEPTH OF 36.0 FT WITH A NGS LOGO CAP FLUSH
 DL3568'WITH THE GROUND  AND ABOUT LEVEL WITH COUNTY ROAD 210A, THE DATUM
 DL3568'POINT IS RECESSED 0.8 FT BELOW THE  LEVEL OF THE NGS LOGO CAP.
 DL3568'
 DL3568'LOCATED 32.0 FT SOUTH OF THE CENTERLINE OF COUNTY ROAD 210A, 30.5 FT
 DL3568'WEST OF THE  CENTERLINE OF SOUTH ROSCOE EXT BOULEVARD, 27.0 FT EAST OF
 DL3568'THE EXTENDED CENTERLINE OF  SOUTH ROSCOE BOULEVARD, 9.3 FT SOUTH OF A
 DL3568'POWER POLE WITH 3 GUY WIRES ATTACHED, 1.7 FT  NORTH OF THE NORTHEAST
 DL3568'CORNER OF A CHAINLINK FENCE AND 1.0 FT NORTH OF A CARSONITE  WITNESS
 DL3568'POST.
 DL3568'
 DL3568'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DL3568'
 DL3568'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE NORTH SIDE OF THE
 DL3568'MONUMENT.
 DL3568
 DL3568                          STATION RECOVERY (2007)
 DL3568
 DL3568'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 DL3568'RECOVERED AS DESCRIBED.
 DL3568
 DL3568                          STATION RECOVERY (2014)
 DL3568
 DL3568'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)
 DL3568'RECOVERED IN GOOD CONDITION.
 DL3568
 DL3568                          STATION RECOVERY (2020)
 DL3568
 DL3568'RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)
 DL3568'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL3567 ***********************************************************************
 DL3567  TIDAL BM    -  This is a Tidal Bench Mark.
 DL3567  DESIGNATION -  872 0398 H
 DL3567  PID         -  DL3567
 DL3567  STATE/COUNTY-  FL/ST JOHNS
 DL3567  COUNTRY     -  US
 DL3567  USGS QUAD   -  PALM VALLEY (2018)
 DL3567
 DL3567                         *CURRENT SURVEY CONTROL
 DL3567  ______________________________________________________________________
 DL3567* NAD 83(1986) POSITION- 30 08 01.     (N) 081 22 56.     (W)   SCALED
 DL3567* NAVD 88 ORTHO HEIGHT -     1.000 (meters)        3.28  (feet) ADJUSTED
 DL3567  ______________________________________________________________________
 DL3567  GEOID HEIGHT    -        -28.453 (meters)                     GEOID18
 DL3567  DYNAMIC HEIGHT  -          0.999 (meters)        3.28  (feet) COMP
 DL3567  MODELED GRAVITY -    979,347.4   (mgal)                       NAVD 88
 DL3567
 DL3567  VERT ORDER      -  FIRST     CLASS II
 DL3567
 DL3567.The horizontal coordinates were scaled from a map and have
 DL3567.an estimated accuracy of +/- 6 seconds.
 DL3567
 DL3567.The orthometric height was determined by differential leveling and
 DL3567.adjusted by the NATIONAL GEODETIC SURVEY
 DL3567.in September 2009.
 DL3567
 DL3567.No vertical observational check was made to the station.
 DL3567
 DL3567.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL3567.GEOID18 height accuracy estimate available here.
 DL3567
 DL3567.This Tidal Bench Mark is designated as VM 19399
 DL3567.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL3567
 DL3567.Click photographs - Photos may exist for this station.
 DL3567
 DL3567.The dynamic height is computed by dividing the NAVD 88
 DL3567.geopotential number by the normal gravity value computed on the
 DL3567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL3567.degrees latitude (g = 980.6199 gals.).
 DL3567
 DL3567.The modeled gravity was interpolated from observed gravity values.
 DL3567
 DL3567;                    North         East    Units  Estimated Accuracy
 DL3567;SPC FL E     -   642,740.      163,170.      MT  (+/- 180 meters Scaled)
 DL3567
 DL3567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP631336(NAD 83)
 DL3567
 DL3567                          SUPERSEDED SURVEY CONTROL
 DL3567
 DL3567.No superseded survey control is available for this station.
 DL3567
 DL3567_MARKER: DD = SURVEY DISK
 DL3567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL3567_STAMPING: 0398 H 2002
 DL3567_MARK LOGO: FLDEP
 DL3567_PROJECTION: FLUSH
 DL3567_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL3567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL3567+STABILITY: SURFACE MOTION
 DL3567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL3567+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2007
 DL3567
 DL3567  HISTORY     - Date     Condition        Report By
 DL3567  HISTORY     - 2002     MONUMENTED       FLDEP
 DL3567  HISTORY     - 20070610 GOOD             FLDEP
 DL3567
 DL3567                          STATION DESCRIPTION
 DL3567
 DL3567'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DL3567'THE MARK IS ABOUT 6.0 MI EAST OF DURBIN, 3.0 MI SOUTHWEST OF PONTE
 DL3567'VEDRA BEACH, IN SECTION  54, TOWNSHIP 4 SOUTH, RANGE 29 EAST.
 DL3567'
 DL3567'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A AND COUNTY
 DL3567'ROAD 210 (PALM  VALLEY ROAD) IN PONTE VEDRA BEACH, GO SOUTHEASTERLY ON
 DL3567'COUNTY ROAD 210 (PALM VALLEY  ROAD) FOR 3.45 MI TO THE JUNCTION OF
 DL3567'MICKLEY ROAD ON THE LEFT, CONTINUE SOUTH ON COUNTY  ROAD 210 FOR 1.1
 DL3567'MI TO THE JUNCTION OF COUNTY ROAD 210A ON THE LEFT (JUST BEFORE
 DL3567'CROSSING  THE BRIDGE SPANNING THE INTRACOASTAL WATERWAY), TURN LEFT ON
 DL3567'COUNTY ROAD 210A AND GO  SOUTH THEN WEST FOR 0.15 MI TO THE MARK ON
 DL3567'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE  MONUMENT FLUSH WITH THE
 DL3567'GROUND AND ABOUT 2.0 FT BELOW THE LEVEL OF COUNTY ROAD 210A.
 DL3567'
 DL3567'LOCATED 83.0 FT SOUTH OF AND ACROSS COUNTY ROAD 210A FROM A LIGHT POLE
 DL3567'NUMBER A3P204,  31.5 FT SOUTH-SOUTHEAST OF THE SOUTH EDGE OF COUNTY
 DL3567'ROAD 210A, 10.2 FT SOUTH OF A POWER  POLE WITH 1 GUY WIRE ATTACHED,
 DL3567'7.2 FT NORTH-NORTHWEST OF A BARBWIRE FENCE AND 6.6 FT  NORTH-NORTHWEST
 DL3567'OF A CARSONITE WITNESS POST.
 DL3567
 DL3567                          STATION RECOVERY (2007)
 DL3567
 DL3567'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 DL3567'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5790 ***********************************************************************
 DL5790  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5790  DESIGNATION -  872 0398 J
 DL5790  PID         -  DL5790
 DL5790  STATE/COUNTY-  FL/ST JOHNS
 DL5790  COUNTRY     -  US
 DL5790  USGS QUAD   -  PALM VALLEY (2018)
 DL5790
 DL5790                         *CURRENT SURVEY CONTROL
 DL5790  ______________________________________________________________________
 DL5790* NAD 83(1986) POSITION- 30 07 54.53   (N) 081 23 08.23   (W)   HD_HELD1
 DL5790* NAVD 88 ORTHO HEIGHT -     1.075 (meters)        3.53  (feet) ADJUSTED
 DL5790  ______________________________________________________________________
 DL5790  GEOID HEIGHT    -        -28.449 (meters)                     GEOID18
 DL5790  DYNAMIC HEIGHT  -          1.074 (meters)        3.52  (feet) COMP
 DL5790  MODELED GRAVITY -    979,347.2   (mgal)                       NAVD 88
 DL5790
 DL5790  VERT ORDER      -  FIRST     CLASS II
 DL5790
 DL5790.The horizontal coordinates were determined by differentially corrected
 DL5790.hand held GPS observations or other comparable positioning techniques
 DL5790.and have an estimated accuracy of +/- 3 meters.
 DL5790
 DL5790.The orthometric height was determined by differential leveling and
 DL5790.adjusted by the NATIONAL GEODETIC SURVEY
 DL5790.in January 2010.
 DL5790
 DL5790.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5790.GEOID18 height accuracy estimate available here.
 DL5790
 DL5790.This Tidal Bench Mark is designated as VM 19400
 DL5790.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5790
 DL5790.Click photographs - Photos may exist for this station.
 DL5790
 DL5790.The dynamic height is computed by dividing the NAVD 88
 DL5790.geopotential number by the normal gravity value computed on the
 DL5790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5790.degrees latitude (g = 980.6199 gals.).
 DL5790
 DL5790.The modeled gravity was interpolated from observed gravity values.
 DL5790
 DL5790;                    North         East    Units  Estimated Accuracy
 DL5790;SPC FL E     -   642,541.5     162,844.3     MT  (+/- 3 meters HH1 GPS) 
 DL5790
 DL5790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6285733454(NAD 83)
 DL5790
 DL5790                          SUPERSEDED SURVEY CONTROL
 DL5790
 DL5790.No superseded survey control is available for this station.
 DL5790
 DL5790_MARKER: F = FLANGE-ENCASED ROD
 DL5790_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL5790_STAMPING: 0398 J 2003
 DL5790_MARK LOGO: NGS
 DL5790_PROJECTION: FLUSH
 DL5790_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5790_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5790_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5790+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 DL5790_ROD/PIPE-DEPTH: 24.4 meters
 DL5790
 DL5790  HISTORY     - Date     Condition        Report By
 DL5790  HISTORY     - 20030723 MONUMENTED       FLDEP
 DL5790  HISTORY     - 20141203 GOOD             FL-109
 DL5790
 DL5790                          STATION DESCRIPTION
 DL5790
 DL5790'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DL5790'THE MARK IS ABOUT 10.5 MI NORTHEAST OF DURBIN, 5.0 MI SOUTHWEST OF
 DL5790'PALM VALLEY, IN SECTION 28, TOWNSHIP 4 SOUTH, RANGE 29 EAST.
 DL5790'
 DL5790'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND COUNTY ROAD
 DL5790'210 (PALM VALLEY ROAD) IN PALM VALLEY, GO SOUTH-SOUTHWEST ON COUNTY
 DL5790'ROAD 210 (PALM VALLEY ROAD FOR 5.2 MI (CROSSING OVER THE INTRACOASTAL
 DL5790'WATERWAY) TO THE JUNCTION OF LORI LANE ON THE LEFT, TURN LEFT ON LORI
 DL5790'LANE AND GO EAST THEN NORTHEAST PARALLELING CIUNTY ROAD 210 (PALM
 DL5790'VALLEY ROAD) FOR 0.35 MI TO THE DEAD END AT THE ATLANTIC INTRACOASTAL
 DL5790'WATERWAY AND THE MARK ON THE RIGHT (ON THE EAST SIDE OF A 6-FOOT TALL
 DL5790'CHAINLINK FENCE AROUND A HOLDING POND), A STAINLESS STEEL ROD DRIVEN
 DL5790'TO REFUSAL AT A DEPTH OF 80.0 FT WITH A NGS LOGO CAP FLUSH WITH THE
 DL5790'GROUND AND ABOUT LEVEL WITH LORI LANE, THE DATUM POINT IS RECESSED 0.3
 DL5790'FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DL5790'
 DL5790'LOCATED 208.0 FT SOUTH OF THE EAST END OF THE SIDEWALK, 200.5 FT SOUTH
 DL5790'OF THE APPROXIMATE CENTERLINE OF LORI LANE, 135.2 FT NORTH OF THE
 DL5790'SOUTHEAST CORNER OF THE CHAINLINK FENCE, 131.2 FT SOUTHEAST OF SURVEY
 DL5790'MARK 0398 K 2003, 24.0 FT WEST OF THE WEST BANK OF THE INTRACOASTAL
 DL5790'WATERWAY, 0.9 FT EAST OF THE CHAINLINK FENCE AND 0.8 FT EAST OF A
 DL5790'CARSONITE WITNESS POST.
 DL5790'
 DL5790'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DL5790
 DL5790                          STATION RECOVERY (2014)
 DL5790
 DL5790'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)
 DL5790'195 FEET SOUTH FROM THE CENTERLINE OF LORI LANE
 DL5790'25.3 FEET SOUTH FROM A 5 FOOT METAL FENCE
 DL5790'2 FEET EAST FROM A CHAINLINK FENCE
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5789 ***********************************************************************
 DL5789  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5789  DESIGNATION -  872 0398 K
 DL5789  PID         -  DL5789
 DL5789  STATE/COUNTY-  FL/ST JOHNS
 DL5789  COUNTRY     -  US
 DL5789  USGS QUAD   -  PALM VALLEY (2018)
 DL5789
 DL5789                         *CURRENT SURVEY CONTROL
 DL5789  ______________________________________________________________________
 DL5789* NAD 83(1986) POSITION- 30 07 54.59   (N) 081 23 10.09   (W)   HD_HELD1
 DL5789* NAVD 88 ORTHO HEIGHT -     1.197 (meters)        3.93  (feet) ADJUSTED
 DL5789  ______________________________________________________________________
 DL5789  GEOID HEIGHT    -        -28.448 (meters)                     GEOID18
 DL5789  DYNAMIC HEIGHT  -          1.195 (meters)        3.92  (feet) COMP
 DL5789  MODELED GRAVITY -    979,347.3   (mgal)                       NAVD 88
 DL5789
 DL5789  VERT ORDER      -  FIRST     CLASS II
 DL5789
 DL5789.The horizontal coordinates were determined by differentially corrected
 DL5789.hand held GPS observations or other comparable positioning techniques
 DL5789.and have an estimated accuracy of +/- 3 meters.
 DL5789
 DL5789.The orthometric height was determined by differential leveling and
 DL5789.adjusted by the NATIONAL GEODETIC SURVEY
 DL5789.in January 2010.
 DL5789
 DL5789.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5789.GEOID18 height accuracy estimate available here.
 DL5789
 DL5789.This Tidal Bench Mark is designated as VM 19401
 DL5789.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5789
 DL5789.Click photographs - Photos may exist for this station.
 DL5789
 DL5789.The dynamic height is computed by dividing the NAVD 88
 DL5789.geopotential number by the normal gravity value computed on the
 DL5789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5789.degrees latitude (g = 980.6199 gals.).
 DL5789
 DL5789.The modeled gravity was interpolated from observed gravity values.
 DL5789
 DL5789;                    North         East    Units  Estimated Accuracy
 DL5789;SPC FL E     -   642,543.6     162,794.6     MT  (+/- 3 meters HH1 GPS) 
 DL5789
 DL5789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6280733456(NAD 83)
 DL5789
 DL5789                          SUPERSEDED SURVEY CONTROL
 DL5789
 DL5789.No superseded survey control is available for this station.
 DL5789
 DL5789_MARKER: F = FLANGE-ENCASED ROD
 DL5789_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL5789_STAMPING: 0398 K 2003
 DL5789_MARK LOGO: NGS
 DL5789_PROJECTION: RECESSED 3 CENTIMETERS
 DL5789_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5789_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5789+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2018
 DL5789_ROD/PIPE-DEPTH: 19.4 meters
 DL5789
 DL5789  HISTORY     - Date     Condition        Report By
 DL5789  HISTORY     - 20030723 MONUMENTED       FLDEP
 DL5789  HISTORY     - 20141203 POOR             FL-109
 DL5789  HISTORY     - 20180220 GOOD             FL-109
 DL5789
 DL5789                          STATION DESCRIPTION
 DL5789
 DL5789'DESCRIBED BY FL DEPT OF ENV PRO 2003
 DL5789'THE MARK IS ABOUT 10.5 MI NORTHEAST OF DURBIN, 5.0 MI SOUTHWEST OF
 DL5789'PALM VALLEY, IN SECTION 51, TOWNSHIP 4 SOUTH, RANGE 29 EAST.
 DL5789'
 DL5789'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND COUNTY ROAD
 DL5789'210 (PALM VALLEY ROAD) IN PALM VALLEY, GO SOUTH-SOUTHWEST ON COUNTY
 DL5789'ROAD 210 (PAL VALLEY ROAD FOR 5.2 MI (CROSSING OVER TH INTRACOASTAL
 DL5789'WATERWAY) TO THE JUNCTION OF LORI LANE ON THE LEFT, TURN LEFT ON LORI
 DL5789'LANE AND GO EAST THEN NORTHEAST PARALLELING COUNTY ROAD 210 (PALM
 DL5789'VALLEY ROAD) FOR 0.35 MI TO THE DEAD END AT THE ATLANTIC INTRACOASTAL
 DL5789'WATERWAY AND THE MARK ON THE RIGHT (ON THE NORTH SIDE OF A 6-FOOT TALL
 DL5789'CHAINLINK FENCE AROUND A HOLDING POND), A STAINLESS STEEL ROD DRIVEN
 DL5789'TO REFUSAL AT A DEPTH OF 63.7 FT WITH A NGS LOGO CAP RECESSED 0.1 FT
 DL5789'BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH LORI LANE, THE
 DL5789'DATUM POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DL5789'
 DL5789'LOCATED 248.5 FT SOUTH-SOUTHEAST OF SURVEY MARK 0398 L 2003, 240.0 FT
 DL5789'WEST OF THE WEST BANK ON THE INTRACOASTAL WATERWAY, 135.0 FT SOUTH OF
 DL5789'AN ALUMINUM LIGHT POLE NUMBER A-4P111, 134.5 FT SOUTHEAST OF THE SOUTH
 DL5789'COLUMN OF THE 2ND SET OF COLUMNS FROM THE WEST BANK OF THE
 DL5789'INTRACOASTAL WATERWAY, 90.0 FT SOUTH OF THE CENTERLINE OF LORI LANE
 DL5789'15.8 FT WEST OF THE CENTER OF A DOUBLE GATE, 15.0 FT EAST OF THE
 DL5789'NORTHWEST CORNER OF THE CHAINLINK FENCE, 1.7 FT NORTH OF A CHAINLINK
 DL5789'FENCE AND 1.6 FT NORTH OF A CARSONITE WITNESS POST.
 DL5789'
 DL5789'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DL5789
 DL5789                          STATION RECOVERY (2014)
 DL5789
 DL5789'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)
 DL5789'TOP OF CASING DISTURBED
 DL5789'LID IS MISSING
 DL5789'26.5 FEET WEST FROM THE CENTER OF A DOUBLE GATE
 DL5789'8.5 FEET SOUTH FROM A CHAINLINK FENCE
 DL5789
 DL5789                          STATION RECOVERY (2018)
 DL5789
 DL5789'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2018 (JM)
 DL5789'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5788 ***********************************************************************
 DL5788  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5788  DESIGNATION -  872 0398 L
 DL5788  PID         -  DL5788
 DL5788  STATE/COUNTY-  FL/ST JOHNS
 DL5788  COUNTRY     -  US
 DL5788  USGS QUAD   -  PALM VALLEY (2018)
 DL5788
 DL5788                         *CURRENT SURVEY CONTROL
 DL5788  ______________________________________________________________________
 DL5788* NAD 83(1986) POSITION- 30 07 56.     (N) 081 23 10.     (W)   SCALED
 DL5788* NAVD 88 ORTHO HEIGHT -     0.880 (meters)        2.89  (feet) ADJUSTED
 DL5788  ______________________________________________________________________
 DL5788  GEOID HEIGHT    -        -28.448 (meters)                     GEOID18
 DL5788  DYNAMIC HEIGHT  -          0.879 (meters)        2.88  (feet) COMP
 DL5788  MODELED GRAVITY -    979,347.3   (mgal)                       NAVD 88
 DL5788
 DL5788  VERT ORDER      -  FIRST     CLASS II
 DL5788
 DL5788.The horizontal coordinates were scaled from a map and have
 DL5788.an estimated accuracy of +/- 6 seconds.
 DL5788
 DL5788.The orthometric height was determined by differential leveling and
 DL5788.adjusted by the NATIONAL GEODETIC SURVEY
 DL5788.in January 2010.
 DL5788
 DL5788.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5788.GEOID18 height accuracy estimate available here.
 DL5788
 DL5788.This Tidal Bench Mark is designated as VM 19402
 DL5788.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5788
 DL5788.Click photographs - Photos may exist for this station.
 DL5788
 DL5788.The dynamic height is computed by dividing the NAVD 88
 DL5788.geopotential number by the normal gravity value computed on the
 DL5788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5788.degrees latitude (g = 980.6199 gals.).
 DL5788
 DL5788.The modeled gravity was interpolated from observed gravity values.
 DL5788
 DL5788;                    North         East    Units  Estimated Accuracy
 DL5788;SPC FL E     -   642,590.      162,800.      MT  (+/- 180 meters Scaled)
 DL5788
 DL5788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP628334(NAD 83)
 DL5788
 DL5788                          SUPERSEDED SURVEY CONTROL
 DL5788
 DL5788.No superseded survey control is available for this station.
 DL5788
 DL5788_MARKER: F = FLANGE-ENCASED ROD
 DL5788_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL5788_STAMPING: 0398 L 2003
 DL5788_MARK LOGO: NGS
 DL5788_PROJECTION: RECESSED 3 CENTIMETERS
 DL5788_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5788_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5788+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2003
 DL5788_ROD/PIPE-DEPTH: 25.5 meters
 DL5788
 DL5788  HISTORY     - Date     Condition        Report By
 DL5788  HISTORY     - 20030723 MONUMENTED       FLDEP
 DL5788  HISTORY     - 20141203 GOOD             FL-109
 DL5788  HISTORY     - 20200210 POOR             USPSQD
 DL5788
 DL5788                          STATION DESCRIPTION
 DL5788
 DL5788'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DL5788'THE MARK IS ABOUT 10.5 MI NORTHEAST OF DURBIN, 5.0 MI SOUTHWEST OF
 DL5788'PALM VALLEY, IN SECTION 51, TOWNSHIP 4 SOUTH, RANGE 29 EAST.
 DL5788'
 DL5788'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A COUNTY ROAD 210
 DL5788'(PALM VALLEY ROAD) IN PALM VALLEY, GO SOUTH-SOUTHWEST ON COUNTY ROAD
 DL5788'210 (PALM VALLEY ROAD FOR 5.2 MI (CROSSING OVER THE INTRACOASTAL
 DL5788'WATERWAY) TO THE JUNCTION OF LORI LANE ON THE LEFT, TURN LEFT ON LORI
 DL5788'LANE AND GO EAST THEN NORTHEAST PARALLELING COUNTY ROAD 210 (PALM
 DL5788'VALLEY ROAD) FOR 0.35 MI TO THE DEAD END AT THE INTRACOASTAL WATERWAY
 DL5788'AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DL5788'DEPTH OF 83.8 FT WITH A NGS LOGO CAP RECESSED 0.1 FT BELOW THE LEVEL
 DL5788'OF THE GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF LORI LANE, THE DATUM
 DL5788'POINT IS RECESSED 0.6 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DL5788'
 DL5788'LOCATED 248.5 FT NORTH-NORTHWEST OF SURVEY MARK 0398 K 2003, 225.0 FT
 DL5788'WEST OF THE WEST BANK ON THE INTRACOASTAL WATERWAY, 157.7 FT NORTHWEST
 DL5788'OF THE CENTERLINE OF LORI LANE, 137.0 FT NORTHWEST OF LIGHT POLE
 DL5788'NUMBER A-4P111, 58.6 FT NORTH OF THE NORTH COLUMN OF THE 2ND SET OF
 DL5788'COLUMNS FROM THE WEST BANK OF THE INTRACOASTAL WATERWAY AND 1.0 FT
 DL5788'SOUTH OF A CARSONITE WITNESS POST.
 DL5788'
 DL5788'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DL5788
 DL5788                          STATION RECOVERY (2014)
 DL5788
 DL5788'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)
 DL5788'RECOVERED IN GOOD CONDITION.
 DL5788
 DL5788                          STATION RECOVERY (2020)
 DL5788
 DL5788'RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)
 DL5788'ACCESS COVER IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1437 ***********************************************************************
 BC1437  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1437  DESIGNATION -  872 0406 A
 BC1437  PID         -  BC1437
 BC1437  STATE/COUNTY-  FL/CLAY
 BC1437  COUNTRY     -  US
 BC1437  USGS QUAD   -  MIDDLEBURG (2018)
 BC1437
 BC1437                         *CURRENT SURVEY CONTROL
 BC1437  ______________________________________________________________________
 BC1437* NAD 83(1986) POSITION- 30 07 11.     (N) 081 45 33.     (W)   SCALED
 BC1437* NAVD 88 ORTHO HEIGHT -     2.973 (meters)        9.75  (feet) ADJUSTED
 BC1437  ______________________________________________________________________
 BC1437  GEOID HEIGHT    -        -28.118 (meters)                     GEOID18
 BC1437  DYNAMIC HEIGHT  -          2.969 (meters)        9.74  (feet) COMP
 BC1437  MODELED GRAVITY -    979,343.2   (mgal)                       NAVD 88
 BC1437
 BC1437  VERT ORDER      -  FIRST     CLASS II
 BC1437
 BC1437.The horizontal coordinates were scaled from a map and have
 BC1437.an estimated accuracy of +/- 6 seconds.
 BC1437
 BC1437.The orthometric height was determined by differential leveling and
 BC1437.adjusted by the NATIONAL GEODETIC SURVEY
 BC1437.in March 1997.
 BC1437
 BC1437.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1437.GEOID18 height accuracy estimate available here.
 BC1437
 BC1437.This Tidal Bench Mark is designated as VM 10722
 BC1437.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1437
 BC1437.Click photographs - Photos may exist for this station.
 BC1437
 BC1437.The dynamic height is computed by dividing the NAVD 88
 BC1437.geopotential number by the normal gravity value computed on the
 BC1437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1437.degrees latitude (g = 980.6199 gals.).
 BC1437
 BC1437.The modeled gravity was interpolated from observed gravity values.
 BC1437
 BC1437;                    North         East    Units  Estimated Accuracy
 BC1437;SPC FL E     -   641,380.      126,840.      MT  (+/- 180 meters Scaled)
 BC1437
 BC1437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP268322(NAD 83)
 BC1437
 BC1437                          SUPERSEDED SURVEY CONTROL
 BC1437
 BC1437  NAVD 88 (06/15/91)    2.964  (m)            9.72   (f) SUPERSEDED  1 2
 BC1437  NGVD 29 (09/01/92)    3.289  (m)           10.79   (f) ADJUSTED    1 2
 BC1437
 BC1437.Superseded values are not recommended for survey control.
 BC1437
 BC1437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1437.See file dsdata.pdf to determine how the superseded data were derived.
 BC1437
 BC1437_MARKER: DB = BENCH MARK DISK
 BC1437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1437_STAMPING: 0406 A TIDAL 1978
 BC1437_MARK LOGO: NOS
 BC1437_PROJECTION: FLUSH
 BC1437_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1437+STABILITY: SURFACE MOTION
 BC1437_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1437+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 BC1437
 BC1437  HISTORY     - Date     Condition        Report By
 BC1437  HISTORY     - 1978     MONUMENTED       NOS
 BC1437  HISTORY     - 1978     GOOD             FLDNR
 BC1437  HISTORY     - 1978     GOOD             FLDNR
 BC1437  HISTORY     - 1987     GOOD             FLDNR
 BC1437  HISTORY     - 19931013 GOOD             NGS
 BC1437  HISTORY     - 20041130 GOOD             FLDEP
 BC1437
 BC1437                          STATION DESCRIPTION
 BC1437
 BC1437'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1437'4.85 MI SW FROM ORANGE PARK.
 BC1437'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224 AT
 BC1437'ORANGE PARK. PROCEED WEST ALONG STATE ROAD 224 FOR 0.55 MILES TO
 BC1437'STATE ROAD S 244A (DOCTORS LAKE DRIVE),THENCE SOUTHWEST ALONG
 BC1437'DOCTORS LAKE DRIVE 4.45 MILES TO CEDAR ROAD,THENCE SOUTHWEST ALONG
 BC1437'CEDAR ROAD 0.1 MILES TO HOLLY ROAD, THENCE EASTERLY ALONG HOLLY ROAD
 BC1437'0.2 MILES TO MAGNOLIA ROAD, THENCE SOUTHEAST ALONG MAGNOLIA ROAD 0.1
 BC1437'MILES TO THE MARK ON THE LEFT. MARK BEARS 21 FEET EAST OF MAGNOLIA
 BC1437'ROAD CENTER LINE, 1.3 FEET SOUTH OF A TELEPHONE POLE, 7 FEET NORTH OF
 BC1437'TWIN OAKS.
 BC1437
 BC1437                          STATION RECOVERY (1978)
 BC1437
 BC1437'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1437'RECOVERED IN GOOD CONDITION.
 BC1437
 BC1437                          STATION RECOVERY (1987)
 BC1437
 BC1437'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1437'RECOVERED AS DESCRIBED.
 BC1437
 BC1437                          STATION RECOVERY (1993)
 BC1437
 BC1437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1437'THE MARK IS ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF ORANGE PARK ON THE WEST
 BC1437'SIDE OF DOCTORS LAKE IN SECTION 39, TOWNSHIP 4 SOUTH, RANGE 25 EAST.
 BC1437'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND U.S.
 BC1437'HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85 MI
 BC1437'(2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1437'TURN RIGHT ON STATE ROAD 224 (KINGSLEY AVENUE) AND GO WEST FOR 0.55 MI
 BC1437'(0.89 KM) TO THE JUNCTION OF STATE ROAD 224A (DOCTORS LAKE DRIVE) ON
 BC1437'THE LEFT, TURN LEFT ON STATE ROAD 224A (DOCTORS LAKE DRIVE) AND GO
 BC1437'SOUTHWEST FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF BAY ROAD ON THE LEFT,
 BC1437'TURN LEFT ON BAY ROAD AND GO EAST FOR ABOUT 100.0 FT (30.5 M) TO THE
 BC1437'JUNCTION OF CEDAR ROAD ON THE RIGHT, TURN RIGHT ON CEDAR ROAD AND GO
 BC1437'SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF HOLLY ROAD ON THE
 BC1437'LEFT, TURN LEFT ON HOLLY ROAD AND GO NORTHEAST FOR 0.25 MI (0.40 KM)
 BC1437'TO THE JUNCTION OF MAGNOLIA DRIVE, TURN RIGHT ON MAGNOLIA DRIVE AND GO
 BC1437'SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT IN THE TOP OF A
 BC1437'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH ROAD, IN FRONT
 BC1437'OF HOUSE NUMBER 4221 MAGNOLIA DRIVE, 21.0 FT (6.4 M) EAST OF THE
 BC1437'APPROXIMATE CENTERLINE OF MAGNOLIA DRIVE, 7.0 FT (2.1 M) NORTH OF A
 BC1437'TWIN OAK TREE, 1.3 FT (0.4 M) SOUTH OF A TELEPHONE POLE AND 1.0 FT
 BC1437'(0.3 M) SOUTHWEST OF A METAL WITNESS POST.
 BC1437
 BC1437                          STATION RECOVERY (2004)
 BC1437
 BC1437'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1437'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1437'
 BC1437'LOCATED NEAR THE SOUTH PROPERTY LINE OF THE RESIDENCE AT 4221 MAGNOLIA
 BC1437'ROAD AND 1.3 FT (0.4 M)  SOUTH OF WOODEN POWER POLE NUMBER 4223.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1438 ***********************************************************************
 BC1438  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1438  DESIGNATION -  872 0406 B
 BC1438  PID         -  BC1438
 BC1438  STATE/COUNTY-  FL/CLAY
 BC1438  COUNTRY     -  US
 BC1438  USGS QUAD   -  MIDDLEBURG (2018)
 BC1438
 BC1438                         *CURRENT SURVEY CONTROL
 BC1438  ______________________________________________________________________
 BC1438* NAD 83(1986) POSITION- 30 07 11.     (N) 081 45 33.     (W)   SCALED
 BC1438* NAVD 88 ORTHO HEIGHT -     1.010 (meters)        3.31  (feet) ADJUSTED
 BC1438  ______________________________________________________________________
 BC1438  GEOID HEIGHT    -        -28.118 (meters)                     GEOID18
 BC1438  DYNAMIC HEIGHT  -          1.008 (meters)        3.31  (feet) COMP
 BC1438  MODELED GRAVITY -    979,343.2   (mgal)                       NAVD 88
 BC1438
 BC1438  VERT ORDER      -  SECOND    CLASS I
 BC1438
 BC1438.The horizontal coordinates were scaled from a map and have
 BC1438.an estimated accuracy of +/- 6 seconds.
 BC1438
 BC1438.The orthometric height was determined by differential leveling and
 BC1438.adjusted by the NATIONAL GEODETIC SURVEY
 BC1438.in January 2010.
 BC1438
 BC1438.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1438.GEOID18 height accuracy estimate available here.
 BC1438
 BC1438.This Tidal Bench Mark is designated as VM 10723
 BC1438.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1438
 BC1438.Click photographs - Photos may exist for this station.
 BC1438
 BC1438.The dynamic height is computed by dividing the NAVD 88
 BC1438.geopotential number by the normal gravity value computed on the
 BC1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1438.degrees latitude (g = 980.6199 gals.).
 BC1438
 BC1438.The modeled gravity was interpolated from observed gravity values.
 BC1438
 BC1438;                    North         East    Units  Estimated Accuracy
 BC1438;SPC FL E     -   641,380.      126,840.      MT  (+/- 180 meters Scaled)
 BC1438
 BC1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP268322(NAD 83)
 BC1438
 BC1438                          SUPERSEDED SURVEY CONTROL
 BC1438
 BC1438  NAVD 88 (03/06/97)    1.017  (m)            3.34   (f) SUPERSEDED  1 2
 BC1438  NAVD 88 (06/15/91)    1.029  (m)            3.38   (f) SUPERSEDED  1 2
 BC1438  NGVD 29 (09/01/92)    1.354  (m)            4.44   (f) ADJUSTED    1 2
 BC1438
 BC1438.Superseded values are not recommended for survey control.
 BC1438
 BC1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1438.See file dsdata.pdf to determine how the superseded data were derived.
 BC1438
 BC1438_MARKER: DB = BENCH MARK DISK
 BC1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1438_STAMPING: 0406 B 1978
 BC1438_MARK LOGO: NOS
 BC1438_PROJECTION: FLUSH
 BC1438_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 BC1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1438+STABILITY: SURFACE MOTION
 BC1438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BC1438+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 BC1438
 BC1438  HISTORY     - Date     Condition        Report By
 BC1438  HISTORY     - 1978     MONUMENTED       NOS
 BC1438  HISTORY     - 1978     GOOD             FLDNR
 BC1438  HISTORY     - 1978     GOOD             FLDNR
 BC1438  HISTORY     - 1987     GOOD             FLDNR
 BC1438  HISTORY     - 19931013 GOOD             NGS
 BC1438  HISTORY     - 20041130 GOOD             FLDEP
 BC1438
 BC1438                          STATION DESCRIPTION
 BC1438
 BC1438'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1438'4.85 MI SW FROM ORANGE PARK.
 BC1438'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224 AT
 BC1438'ORANGE PARK. PROCEED WEST ALONG STATE ROAD 224 FOR 0.55 MILES TO
 BC1438'STATE ROAD S 244A (DOCTORS LAKE DRIVE),THENCE SOUTHWEST ALONG
 BC1438'DOCTORS LAKE DRIVE 4.45 MILES TO CEDAR ROAD, THENCE SOUTHWEST ALONG
 BC1438'CEDAR ROAD 0.1 MILES TO HOLLY ROAD , THENCE EASTERLY ALONG HOLLY ROAD
 BC1438'0.2 MILES TO MAGNOLIA ROAD, THENCE SOUTHEAST ALONG MAGNOLIA ROAD 0.1
 BC1438'MILES TO THE ADDRESS AT 4221 MAGNOLIA ROAD. STAFF IS LOCATED IN THE
 BC1438'REAR OF THIS ADDRESS, 57 FEET SOUTH OF A DOCK, 7 FEET WEST OF THE
 BC1438'SHORELINE OF A BREAK WALL, 20 FEET EAST OF A LARGE MAGNOLIA TREE.
 BC1438
 BC1438                          STATION RECOVERY (1978)
 BC1438
 BC1438'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1438'RECOVERED IN GOOD CONDITION.
 BC1438
 BC1438                          STATION RECOVERY (1987)
 BC1438
 BC1438'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1438'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT IN THE DESCRIPTION
 BC1438'CHANGE STAFF TO THE MARK .  ALSO NOTE 1978 IN THE STAMPING.
 BC1438
 BC1438                          STATION RECOVERY (1993)
 BC1438
 BC1438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1438'THE MARK IS ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF ORANGE PARK ON THE WEST
 BC1438'SIDE OF DOCTORS LAKE IN SECTION 39, TOWNSHIP 4 SOUTH, RANGE 25 EAST.
 BC1438'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND U.S.
 BC1438'HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85 MI
 BC1438'(2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1438'TURN RIGHT ON STATE ROAD 224 (KINGSLEY AVENUE) AND GO WEST FOR 0.55 MI
 BC1438'(0.89 KM) TO THE JUNCTION OF STATE ROAD 224A (DOCTORS LAKE DRIVE) ON
 BC1438'THE LEFT, TURN LEFT ON STATE ROAD 224A (DOCTORS LAKE DRIVE) AND GO
 BC1438'SOUTHWEST FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF BAY ROAD ON THE LEFT,
 BC1438'TURN LEFT ON BAY ROAD AND GO EAST FOR ABOUT 100.0 FT (30.5 M) TO THE
 BC1438'JUNCTION OF CEDAR ROAD ON THE RIGHT, TURN RIGHT ON CEDAR ROAD AND GO
 BC1438'SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF HOLLY ROAD ON THE
 BC1438'LEFT, TURN LEFT ON HOLLY ROAD AND GO NORTHEAST FOR 0.25 MI (0.40 KM)
 BC1438'TO THE JUNCTION OF MAGNOLIA DRIVE, TURN RIGHT ON MAGNOLIA DRIVE AND GO
 BC1438'SOUTHEAST FOR 0.1 MI (0.2 KM) TO HOUSE NUMBER 4221 MAGNOLIA DRIVE,
 BC1438'WALKING THROUGH THE YARD TO THE WATERS EDGE AND THE MARK, SET IN THE
 BC1438'TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED IN THE BACK
 BC1438'YARD OF HOUSE NUMBER 4221 MAGNOLIA DRIVE, 54.5 FT (16.6 M) SOUTH OF AN
 BC1438'L-SHAPED DOCK, 20.5 FT (6.2 M) EAST OF A LARGE MAGNOLIA TREE AND 7.8
 BC1438'FT (2.4 M) WEST OF THE SHORELINE BREAK WALL.
 BC1438
 BC1438                          STATION RECOVERY (2004)
 BC1438
 BC1438'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1438'THE MARK IS ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF ORANGE PARK, ON THE
 BC1438'WEST SIDE OF DOCTORS LAKE, IN  SECTION 39, TOWNSHIP 4 SOUTH, RANGE 25
 BC1438'EAST.
 BC1438'
 BC1438'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 295 AND
 BC1438'U.S. HIGHWAY 17  (PARK AVENUE) IN ORANGE PARK, GO SOUTH ON U.S.
 BC1438'HIGHWAY 17 FOR 1.85 MI (3.0 KM) TO THE INTERSECTION  OF STATE ROAD 224
 BC1438'(KINGSLEY AVENUE).  TURN RIGHT ON STATE ROAD 224 AND GO WEST FOR 0.55
 BC1438'MI (0.9 KM)  TO THE JUNCTION OF STATE ROAD 224A (DOCTORS LAKE DRIVE)
 BC1438'ON THE LEFT.  TURN LEFT ON  DOCTORS LAKE DRIVE AND GO SOUTHWEST FOR
 BC1438'4.5 MI (7.2 KM) TO THE JUNCTION OF BAY ROAD ON THE LEFT  AND PEORIA
 BC1438'ROAD ON THE RIGHT.  TURN LEFT ON BAY ROAD AND GO EAST FOR ABOUT 100.0
 BC1438'FT (30.5 M) TO  THE JUNCTION OF CEDAR ROAD ON THE RIGHT.  TURN RIGHT
 BC1438'ON CEDAR ROAD AND GO SOUTHEAST  FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF
 BC1438'HOLLY ROAD ON THE LEFT.  TURN LEFT ON HOLLY ROAD AND GO  NORTHEAST FOR
 BC1438'0.25 MI (0.4 KM) TO THE JUNCTION OF MAGNOLIA ROAD ON THE RIGHT.  TURN
 BC1438'RIGHT ON  MAGNOLIA ROAD AND GO SOUTHEAST FOR 0.1 MI (0.2 KM) TO HOUSE
 BC1438'NUMBER 4221 AND THE MARK IN THE  YARD BETWEEN DOCTORS LAKE AND THE
 BC1438'HOUSE, SET IN THE TOP OF A ROUND CONCRETE  MONUMENT 0.5 FT (0.2 M)
 BC1438'BELOW GROUND LEVEL.
 BC1438'
 BC1438'LOCATED 54.8 FT (16.7 M) SOUTH OF THE SOUTH SIDE OF THE EAST END OF A
 BC1438'4.0-FT WIDE CONCRETE  SIDEWALK AT THE WEST END OF THE WOODEN WALKWAY
 BC1438'TO A BOAT DOCK, 9.3 FT (2.8 M) NORTHWEST OF  THE WESTERLY POST OF A
 BC1438'6.0 FT (1.8 M) LONG SECTION OF CHAIN LINK FENCE, 7.8 FT (2.4 M)
 BC1438'NORTHWEST OF THE  FIRST 2-INCH (5 CM) SQUARE ORNAMENTAL METAL FENCE
 BC1438'POST WEST OF THE SHORELINE OF THE LAKE, 5.4  FT WEST OF THE LANDWARD
 BC1438'EDGE OF A RUBBLE ROCK BREAKWATER AT THE LAKE AND 5.4 FT (1.6 M) NORTH
 BC1438'OF THE SECOND 2-INCH SQUARE ORNAMENTAL METAL FENCE POST WEST OF THE
 BC1438'LAKE.
 BC1438'
 BC1438'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1436 ***********************************************************************
 BC1436  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1436  DESIGNATION -  872 0406 C
 BC1436  PID         -  BC1436
 BC1436  STATE/COUNTY-  FL/CLAY
 BC1436  COUNTRY     -  US
 BC1436  USGS QUAD   -  MIDDLEBURG (2018)
 BC1436
 BC1436                         *CURRENT SURVEY CONTROL
 BC1436  ______________________________________________________________________
 BC1436* NAD 83(1986) POSITION- 30 07 17.     (N) 081 45 42.     (W)   SCALED
 BC1436* NAVD 88 ORTHO HEIGHT -     3.761 (meters)       12.34  (feet) ADJUSTED
 BC1436  ______________________________________________________________________
 BC1436  GEOID HEIGHT    -        -28.117 (meters)                     GEOID18
 BC1436  DYNAMIC HEIGHT  -          3.756 (meters)       12.32  (feet) COMP
 BC1436  MODELED GRAVITY -    979,343.3   (mgal)                       NAVD 88
 BC1436
 BC1436  VERT ORDER      -  FIRST     CLASS II
 BC1436
 BC1436.The horizontal coordinates were scaled from a map and have
 BC1436.an estimated accuracy of +/- 6 seconds.
 BC1436
 BC1436.The orthometric height was determined by differential leveling and
 BC1436.adjusted by the NATIONAL GEODETIC SURVEY
 BC1436.in June 1991.
 BC1436
 BC1436.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1436.GEOID18 height accuracy estimate available here.
 BC1436
 BC1436.This Tidal Bench Mark is designated as VM 10724
 BC1436.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1436
 BC1436.Click photographs - Photos may exist for this station.
 BC1436
 BC1436.The dynamic height is computed by dividing the NAVD 88
 BC1436.geopotential number by the normal gravity value computed on the
 BC1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1436.degrees latitude (g = 980.6199 gals.).
 BC1436
 BC1436.The modeled gravity was interpolated from observed gravity values.
 BC1436
 BC1436;                    North         East    Units  Estimated Accuracy
 BC1436;SPC FL E     -   641,570.      126,600.      MT  (+/- 180 meters Scaled)
 BC1436
 BC1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP266324(NAD 83)
 BC1436
 BC1436                          SUPERSEDED SURVEY CONTROL
 BC1436
 BC1436  NGVD 29 (09/01/92)    4.086  (m)           13.41   (f) ADJUSTED    1 2
 BC1436
 BC1436.Superseded values are not recommended for survey control.
 BC1436
 BC1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1436.See file dsdata.pdf to determine how the superseded data were derived.
 BC1436
 BC1436_MARKER: DB = BENCH MARK DISK
 BC1436_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1436_STAMPING: 0406 C TIDAL 1978
 BC1436_MARK LOGO: NOS
 BC1436_PROJECTION: FLUSH
 BC1436_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1436_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1436_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1436+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 BC1436
 BC1436  HISTORY     - Date     Condition        Report By
 BC1436  HISTORY     - 1978     MONUMENTED       NOS
 BC1436  HISTORY     - 1978     GOOD             FLDNR
 BC1436  HISTORY     - 1978     GOOD             FLDNR
 BC1436  HISTORY     - 1987     GOOD             FLDNR
 BC1436  HISTORY     - 19931013 GOOD             NGS
 BC1436  HISTORY     - 20041130 GOOD             FLDEP
 BC1436
 BC1436                          STATION DESCRIPTION
 BC1436
 BC1436'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1436'4.75 MI SW FROM ORANGE PARK.
 BC1436'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224 AT
 BC1436'ORANGE PARK. PROCEED WEST ALONG STATE ROAD 224 FOR 0.55 MILES TO
 BC1436'STATE ROAD S 244A (DOCTORS LAKE DRIVE), THENCE SOUTHWEST ALONG
 BC1436'DOCTORS LAKE DRIVE 4.45 MILES TO CEDAR ROAD, THENCE SOUTHWEST ON CEDAR
 BC1436'ROAD 0.1 MILES TO HOLLY ROAD,THENCE EASTERLY ALONG HOLLY ROAD 0.2
 BC1436'MILES TO MAGNOLIA ROAD AND THE MARK IN THE MEDIAN. MARK BEARS 49 FEET
 BC1436'SOUTHEAST OF A TELEPHONE POLE, 46 FEET SOUTH OF A DRIVEWAY.
 BC1436
 BC1436                          STATION RECOVERY (1978)
 BC1436
 BC1436'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1436'RECOVERED IN GOOD CONDITION.
 BC1436
 BC1436                          STATION RECOVERY (1987)
 BC1436
 BC1436'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1436'RECOVERED AS DESCRIBED.  THE MARK IS 1 E FROM A WHITNESS POST.
 BC1436
 BC1436                          STATION RECOVERY (1993)
 BC1436
 BC1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1436'THE MARK IS ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF ORANGE PARK ON THE WEST
 BC1436'SIDE OF DOCTORS LAKE IN SECTION 39, TOWNSHIP 4 SOUTH, RANGE 25 EAST.
 BC1436'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND U.S.
 BC1436'HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85 MI
 BC1436'(2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1436'TURN RIGHT ON STATE ROAD 224 (KINGSLEY AVENUE) AND GO WEST FOR 0.55 MI
 BC1436'(0.89 KM) TO THE JUNCTION OF STATE ROAD 224A (DOCTORS LAKE DRIVE) ON
 BC1436'THE LEFT, TURN LEFT ON STATE ROAD 224A (DOCTORS LAKE DRIVE) AND GO
 BC1436'SOUTHWEST FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF BAY ROAD ON THE LEFT,
 BC1436'TURN LEFT ON BAY ROAD AND GO EAST FOR ABOUT 100.0 FT (30.5 M) TO THE
 BC1436'JUNCTION OF CEDAR ROAD ON THE RIGHT, TURN RIGHT ON CEDAR ROAD AND GO
 BC1436'SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF HOLLY ROAD ON THE
 BC1436'LEFT, TURN LEFT ON HOLLY ROAD AND GO NORTHEAST FOR 0.25 MI (0.40 KM)
 BC1436'TO THE JUNCTION OF MAGNOLIA DRIVE AND THE MARK IN A SMALL MEDIAN
 BC1436'STRIP, SET ON THE TOP OF A COPPER COATED STEEL ROD DRIVEN TO A DEPTH
 BC1436'OF 32.0 FT (9.8 M) AND ENCASED IN A PVC PIPE, FLUSH WITH THE GROUND
 BC1436'AND LEVEL WITH THE ROADS. LOCATED ACROSS THE ROAD FROM HOUSE NUMBER
 BC1436'4109 MAGNOLIA DRIVE, 49.4 FT (15.1 M) SOUTHWEST OF A UTILITY POLE WITH
 BC1436'A LIGHT ATTACHED, 46.0 FT (14.0 M) SOUTH OF A DRIVEWAY AND 0.7 FT
 BC1436'(21.3 CM) SOUTHWEST OF A CARSONITE WITNESS POST.
 BC1436
 BC1436                          STATION RECOVERY (2004)
 BC1436
 BC1436'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1436'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1436'
 BC1436'LOCATED 49.8 FT (15.2 M) SOUTHWEST OF A WOODEN POWER POLE NUMBER 4107,
 BC1436'22.5 FT (6.9 M) WEST OF THE  CENTERLINE OF MAGNOLIA ROAD AND 12.6 FT
 BC1436'(3.8 M) SOUTH OF THE PROJECTION OF THE SOUTH EDGE OF  THE TANGENT
 BC1436'PORTION OF HOLLY ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1435 ***********************************************************************
 BC1435  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1435  DESIGNATION -  872 0406 D
 BC1435  PID         -  BC1435
 BC1435  STATE/COUNTY-  FL/CLAY
 BC1435  COUNTRY     -  US
 BC1435  USGS QUAD   -  MIDDLEBURG (2018)
 BC1435
 BC1435                         *CURRENT SURVEY CONTROL
 BC1435  ______________________________________________________________________
 BC1435* NAD 83(1986) POSITION- 30 07 24.     (N) 081 45 44.     (W)   SCALED
 BC1435* NAVD 88 ORTHO HEIGHT -     6.522 (meters)       21.40  (feet) ADJUSTED
 BC1435  ______________________________________________________________________
 BC1435  GEOID HEIGHT    -        -28.117 (meters)                     GEOID18
 BC1435  DYNAMIC HEIGHT  -          6.514 (meters)       21.37  (feet) COMP
 BC1435  MODELED GRAVITY -    979,343.5   (mgal)                       NAVD 88
 BC1435
 BC1435  VERT ORDER      -  FIRST     CLASS II
 BC1435
 BC1435.The horizontal coordinates were scaled from a map and have
 BC1435.an estimated accuracy of +/- 6 seconds.
 BC1435
 BC1435.The orthometric height was determined by differential leveling and
 BC1435.adjusted by the NATIONAL GEODETIC SURVEY
 BC1435.in June 1991.
 BC1435
 BC1435.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1435.GEOID18 height accuracy estimate available here.
 BC1435
 BC1435.This Tidal Bench Mark is designated as VM 10725
 BC1435.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1435
 BC1435.Click photographs - Photos may exist for this station.
 BC1435
 BC1435.The dynamic height is computed by dividing the NAVD 88
 BC1435.geopotential number by the normal gravity value computed on the
 BC1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1435.degrees latitude (g = 980.6199 gals.).
 BC1435
 BC1435.The modeled gravity was interpolated from observed gravity values.
 BC1435
 BC1435;                    North         East    Units  Estimated Accuracy
 BC1435;SPC FL E     -   641,780.      126,550.      MT  (+/- 180 meters Scaled)
 BC1435
 BC1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP265326(NAD 83)
 BC1435
 BC1435                          SUPERSEDED SURVEY CONTROL
 BC1435
 BC1435  NGVD 29 (09/01/92)    6.847  (m)           22.46   (f) ADJUSTED    1 2
 BC1435
 BC1435.Superseded values are not recommended for survey control.
 BC1435
 BC1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1435.See file dsdata.pdf to determine how the superseded data were derived.
 BC1435
 BC1435_MARKER: DB = BENCH MARK DISK
 BC1435_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1435_STAMPING: 0406 D 1978
 BC1435_MARK LOGO: NOS
 BC1435_PROJECTION: FLUSH
 BC1435_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1435_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1435+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 BC1435
 BC1435  HISTORY     - Date     Condition        Report By
 BC1435  HISTORY     - 1978     MONUMENTED       NOS
 BC1435  HISTORY     - 1978     GOOD             FLDNR
 BC1435  HISTORY     - 1978     GOOD             FLDNR
 BC1435  HISTORY     - 1987     GOOD             FLDNR
 BC1435  HISTORY     - 19931013 GOOD             NGS
 BC1435  HISTORY     - 20041130 GOOD             FLDEP
 BC1435
 BC1435                          STATION DESCRIPTION
 BC1435
 BC1435'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1435'4.45 MI SW FROM ORANGE PARK.
 BC1435'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224 AT
 BC1435'ORANGE PARK. PROCEED WEST ALONG STATE ROAD 224 FOR 0.55 MILES TO
 BC1435'STATE ROAD S 244A (DOCTORS LAKE DRIVE), THENCE SOUTHWEST ALONG
 BC1435'DOCTORS LAKE DRIVE 4.45 MILES TO THE MARK AND INTERSECTION OF DOCTORS
 BC1435'LAKE DRIVE AND CEDAR ROAD. MARK BEARS 58 FEET SOUTH OF THE
 BC1435'INTERSECTION, 42.5 FEET SOUTHEAST OF A LARGE PINE TREE, 54 FEET
 BC1435'NORTHWEST OF THE NORTHWEST CORNER OF A BROWN BLOCK HOUSE NUMBER
 BC1435'4055.
 BC1435
 BC1435                          STATION RECOVERY (1978)
 BC1435
 BC1435'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1435'RECOVERED IN GOOD CONDITION.
 BC1435
 BC1435                          STATION RECOVERY (1987)
 BC1435
 BC1435'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1435'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT ADD TO THE
 BC1435'DESCRIPTION - THE MARK IS IN THE CENTER OF A SMALL MEDIAN 18.7 FEET
 BC1435'NORTH-NORTHEAST OF A SMALL OAK TREE AT THE SOUTH END OF THE MEDIAN.
 BC1435
 BC1435                          STATION RECOVERY (1993)
 BC1435
 BC1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1435'THE MARK IS ABOUT 4.5 MI (7.2 KM) SOUTHWEST OF ORANGE PARK ON THE WEST
 BC1435'SIDE OF DOCTORS LAKE IN SECTION 39, TOWNSHIP 4 SOUTH, RANGE 25 EAST.
 BC1435'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND U.S.
 BC1435'HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85 MI
 BC1435'(2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1435'TURN RIGHT ON STATE ROAD 224 (KINGSLEY AVENUE) AND GO WEST FOR 0.55 MI
 BC1435'(0.89 KM) TO THE JUNCTION OF STATE ROAD 224A (DOCTORS LAKE DRIVE) ON
 BC1435'THE LEFT, TURN LEFT ON STATE ROAD 224A (DOCTORS LAKE DRIVE) AND GO
 BC1435'SOUTHWEST FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF BAY ROAD ON THE LEFT
 BC1435'AND THE MARK ON THE LEFT IN A SMALL MEDIAN STRIP, SET ON THE TOP OF A
 BC1435'COPPER COATED STEEL ROD DRIVEN TO A DEPTH OF 32.0 FT (9.8 M) AND
 BC1435'ENCASED IN A PVC PIPE, RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF THE
 BC1435'GROUND AND 0.6 FT (18.3 CM) ABOVE THE LEVEL OF CEDAR ROAD. LOCATED
 BC1435'112.0 FT (34.1 M) SOUTHEAST OF THE INTERSECTION OF 224A (DOCTORS LAKE
 BC1435'DRIVE) AND BAY ROAD, 66.0 FT (20.1 M) SOUTHWEST OF THE APPROXIMATE
 BC1435'CENTERLINE OF BAY ROAD, 54.0 FT (16.5 M) NORTHWEST OF THE NORTHWEST
 BC1435'CORNER OF HOUSE NUMBER 4055 CEDAR ROAD, 42.5 FT (13.0 M) SOUTHEAST OF
 BC1435'A LARGE PINE TREE, 18.7 FT (5.7 M) NORTH-NORTHEAST OF A SMALL OAK TREE
 BC1435'AT THE SOUTH END OF THE MEDIAN AND 0.8 FT (24.4 CM) NORTHEAST OF A
 BC1435'CARSONITE WITNESS POST.
 BC1435
 BC1435                          STATION RECOVERY (2004)
 BC1435
 BC1435'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1435'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1435'
 BC1435'LOCATED 39.0 FT (11.9 M) NORTH-NORTHEAST OF THE SOUTH END OF THE
 BC1435'MEDIAN ISLAND IN CEDAR ROAD, 21.0 FT (6.4 M) SOUTHEAST OF THE WEST
 BC1435'EDGE OF THE SOUTHBOUND PAVEMENT OF CEDAR ROAD AND 16.4  FT NORTHWEST
 BC1435'OF THE EAST EDGE OF THE NORTHBOUND PAVEMENT OF CEDAR ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1434 ***********************************************************************
 BC1434  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1434  DESIGNATION -  872 0406 E RESET
 BC1434  PID         -  BC1434
 BC1434  STATE/COUNTY-  FL/CLAY
 BC1434  COUNTRY     -  US
 BC1434  USGS QUAD   -  JACKSONVILLE HEIGHTS (2018)
 BC1434
 BC1434                         *CURRENT SURVEY CONTROL
 BC1434  ______________________________________________________________________
 BC1434* NAD 83(1986) POSITION- 30 07 30.     (N) 081 45 17.     (W)   SCALED
 BC1434* NAVD 88 ORTHO HEIGHT -     5.548 (meters)       18.20  (feet) ADJUSTED
 BC1434  ______________________________________________________________________
 BC1434  GEOID HEIGHT    -        -28.122 (meters)                     GEOID18
 BC1434  DYNAMIC HEIGHT  -          5.541 (meters)       18.18  (feet) COMP
 BC1434  MODELED GRAVITY -    979,343.6   (mgal)                       NAVD 88
 BC1434
 BC1434  VERT ORDER      -  SECOND    CLASS I
 BC1434
 BC1434.The horizontal coordinates were scaled from a map and have
 BC1434.an estimated accuracy of +/- 6 seconds.
 BC1434
 BC1434.The orthometric height was determined by differential leveling and
 BC1434.adjusted by the NATIONAL GEODETIC SURVEY
 BC1434.in January 2010.
 BC1434
 BC1434.No vertical observational check was made to the station.
 BC1434
 BC1434.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1434.GEOID18 height accuracy estimate available here.
 BC1434
 BC1434.This Tidal Bench Mark is designated as VM 10726
 BC1434.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1434
 BC1434.Click photographs - Photos may exist for this station.
 BC1434
 BC1434.The dynamic height is computed by dividing the NAVD 88
 BC1434.geopotential number by the normal gravity value computed on the
 BC1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1434.degrees latitude (g = 980.6199 gals.).
 BC1434
 BC1434.The modeled gravity was interpolated from observed gravity values.
 BC1434
 BC1434;                    North         East    Units  Estimated Accuracy
 BC1434;SPC FL E     -   641,960.      127,270.      MT  (+/- 180 meters Scaled)
 BC1434
 BC1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP272328(NAD 83)
 BC1434
 BC1434                          SUPERSEDED SURVEY CONTROL
 BC1434
 BC1434  NAVD 88 (03/06/97)    5.518  (m)           18.10   (f) SUPERSEDED  1 2
 BC1434  NAVD 88 (06/15/91)    5.502  (m)           18.05   (f) SUPERSEDED  1 2
 BC1434  NGVD 29 (09/01/92)    5.827  (m)           19.12   (f) ADJUSTED    1 2
 BC1434
 BC1434.Superseded values are not recommended for survey control.
 BC1434
 BC1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1434.See file dsdata.pdf to determine how the superseded data were derived.
 BC1434
 BC1434_MARKER: DB = BENCH MARK DISK
 BC1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BC1434_STAMPING: 0406 E RESET 1978
 BC1434_MARK LOGO: NOS
 BC1434_PROJECTION: FLUSH
 BC1434_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1434+STABILITY: SURFACE MOTION
 BC1434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1434+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 BC1434
 BC1434  HISTORY     - Date     Condition        Report By
 BC1434  HISTORY     - 1978     MONUMENTED       NOS
 BC1434  HISTORY     - 1978     GOOD             FLDNR
 BC1434  HISTORY     - 1978     GOOD             FLDNR
 BC1434  HISTORY     - 1987     GOOD             FLDNR
 BC1434  HISTORY     - 19931013 GOOD             NGS
 BC1434  HISTORY     - 20041130 GOOD             FLDEP
 BC1434
 BC1434                          STATION DESCRIPTION
 BC1434
 BC1434'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1434'4.30 MI SW FROM ORANGE PARK.
 BC1434'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE ROAD 224 AT
 BC1434'ORANGE PARK.PROCEED WEST ALONG STATE ROAD 224 FOR 0.55 MILES TO
 BC1434'STATE ROAD S 244A (DOCTORS LAKE DRIVE),THENCE SOUTHWEST ALONG
 BC1434'DOCTORS LAKE DRIVE 4.30 MILES TO THE MARK ON THE RIGHT. MARK BEARS
 BC1434'48 FEET NORTHWEST OF THE CENTER LINE OF DOCTORS LAKE ROAD, 50 FEET
 BC1434'SOUTHEAST OF THE RAILROAD TRACKS, 5.3 FEET SOUTH OF HIDE-A-WAY MOBILE
 BC1434'HOME VILLAGE SIGN,4.5 FEET NORTHWEST OF A LARGE HICKORY TREE.
 BC1434
 BC1434                          STATION RECOVERY (1978)
 BC1434
 BC1434'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1434'RECOVERED IN GOOD CONDITION.
 BC1434
 BC1434                          STATION RECOVERY (1987)
 BC1434
 BC1434'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1434'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT CHANGE 4.3 MILES
 BC1434'TO 4.1 MILES.  ALSO NOTE RESET IN THE STAMPING.
 BC1434
 BC1434                          STATION RECOVERY (1993)
 BC1434
 BC1434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1434'THE MARK IS ABOUT 4.0 MI (6.4 KM) SOUTHWEST OF ORANGE PARK ON THE WEST
 BC1434'SIDE OF DOCTORS LAKE IN SECTION 25, TOWNSHIP 4 SOUTH, RANGE 25 EAST.
 BC1434'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND U.S.
 BC1434'HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85 MI
 BC1434'(2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1434'TURN RIGHT ON STATE ROAD 224 (KINGSLEY AVENUE) AND GO WEST FOR 0.55 MI
 BC1434'(0.89 KM) TO THE JUNCTION OF STATE ROAD 224A (DOCTORS LAKE DRIVE) ON
 BC1434'THE LEFT, TURN LEFT ON STATE ROAD 224A (DOCTORS LAKE DRIVE) AND GO
 BC1434'SOUTHWEST FOR 4.1 MI (6.6 KM) TO THE ENTRANCE TO THE HIDE-A-WAY MOBILE
 BC1434'HOME VILLAGE ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF
 BC1434'CONCRETE MONUMENT FLUSH WITH THE GROUND.  ALSO 0.4 MI (0.6 KM) NORTH
 BC1434'OF THE JUNCTION OF 224A (DOCTORS LAKE DRIVE) AND BAY ROAD,  ON THE
 BC1434'EASTERLY RIGHT-OF-WAY OF THE SEABOARD COAST LINE RAILROAD TRACKS, 49.0
 BC1434'FT (14.9 M) SOUTHEAST OF THE SOUTHEAST RAIL OF THE RAILROAD TRACKS,
 BC1434'48.0 FT (14.6 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF 224A
 BC1434'(DOCTORS LAKE DRIVE), 18.0 FT (5.5 M) SOUTH OF THE HIDE-A-WAY SIGN 5.5
 BC1434'FT (1.7 M) NORTHWEST OF A LARGE HICKORY TREE AND 0.5 FT (15.2 CM)
 BC1434'SOUTH OF A METAL WITNESS POST.
 BC1434
 BC1434                          STATION RECOVERY (2004)
 BC1434
 BC1434'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1434'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1434'
 BC1434'LOCATED 19.5 FT (5.9 M) SOUTHEAST OF THE NORTHEAST CORNER OF A BRICK
 BC1434'PLANTER AT THE SOUTHSIDE  OF THE ROAD CROSSING THE RAILROAD TRACKS AND
 BC1434'14.5 FT (4.4 M) SOUTH OF THE SOUTH EDGE OF THE  CONCRETE PAVEMENT OF
 BC1434'THE ROAD CROSSING THE RAILROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1539 ***********************************************************************
 BC1539  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1539  DESIGNATION -  872 0409 A TIDAL
 BC1539  PID         -  BC1539
 BC1539  STATE/COUNTY-  FL/DUVAL
 BC1539  COUNTRY     -  US
 BC1539  USGS QUAD   -  ORANGE PARK (2018)
 BC1539
 BC1539                         *CURRENT SURVEY CONTROL
 BC1539  ______________________________________________________________________
 BC1539* NAD 83(1986) POSITION- 30 08 03.0    (N) 081 37 51.1    (W)   HD_HELD2
 BC1539* NAVD 88 ORTHO HEIGHT -     1.160 (meters)        3.81  (feet) ADJUSTED
 BC1539  ______________________________________________________________________
 BC1539  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 BC1539  DYNAMIC HEIGHT  -          1.159 (meters)        3.80  (feet) COMP
 BC1539  MODELED GRAVITY -    979,344.9   (mgal)                       NAVD 88
 BC1539
 BC1539  VERT ORDER      -  SECOND    CLASS I
 BC1539
 BC1539.The horizontal coordinates were established by autonomous hand held GPS
 BC1539.observations and have an estimated accuracy of +/- 10 meters.
 BC1539
 BC1539.The orthometric height was determined by differential leveling and
 BC1539.adjusted by the NATIONAL GEODETIC SURVEY
 BC1539.in June 1991.
 BC1539
 BC1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1539.GEOID18 height accuracy estimate available here.
 BC1539
 BC1539.This Tidal Bench Mark is designated as VM 5182
 BC1539.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1539
 BC1539.Click photographs - Photos may exist for this station.
 BC1539
 BC1539.The dynamic height is computed by dividing the NAVD 88
 BC1539.geopotential number by the normal gravity value computed on the
 BC1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1539.degrees latitude (g = 980.6199 gals.).
 BC1539
 BC1539.The modeled gravity was interpolated from observed gravity values.
 BC1539
 BC1539;                    North         East    Units  Estimated Accuracy
 BC1539;SPC FL E     -   642,908.      139,216.      MT  (+/- 10 meters HH2 GPS)
 BC1539
 BC1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3923633820(NAD 83)
 BC1539
 BC1539                          SUPERSEDED SURVEY CONTROL
 BC1539
 BC1539  NGVD 29 (09/01/92)    1.478  (m)            4.85   (f) ADJUSTED    2 1
 BC1539
 BC1539.Superseded values are not recommended for survey control.
 BC1539
 BC1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1539.See file dsdata.pdf to determine how the superseded data were derived.
 BC1539
 BC1539_MARKER: DJ = TIDAL STATION DISK
 BC1539_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BC1539_SP_SET: CURB
 BC1539_STAMPING: 0409 A 1978
 BC1539_MARK LOGO: NOS
 BC1539_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BC1539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BC1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1539+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2004
 BC1539
 BC1539  HISTORY     - Date     Condition        Report By
 BC1539  HISTORY     - 1978     MONUMENTED       NOS
 BC1539  HISTORY     - 1978     GOOD             FLDNR
 BC1539  HISTORY     - 1987     GOOD             FLDNR
 BC1539  HISTORY     - 20021018 GOOD             USPSQD
 BC1539  HISTORY     - 20040730 GOOD             USPSQD
 BC1539
 BC1539                          STATION DESCRIPTION
 BC1539
 BC1539'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1539'MANDARIN.
 BC1539'BEGIN AT THE INTERSECTION OF STATE ROAD 13 AND INTERSTATE 295.
 BC1539'PROCEED 3.4 MILES SOUTH ALONG STATE ROAD 13 TO THE LOCATION OF THE
 BC1539'MARK. MARK BEARS 12 FEET NORTHWEST OF THE ENTRANCE OF REITMAN
 BC1539'MARINE GOING ONTO THE PIER, 93 FEET SOUTH OF JULINGTON CREEK SEAFOOD
 BC1539'RESTAURANT SIGN, 113 FEET SOUTHEAST OF A DOUBLE UTILITY POLE.
 BC1539
 BC1539                          STATION RECOVERY (1987)
 BC1539
 BC1539'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1539'RECOVERED IN GOOD CONDITION AND A NEW DESCRIPTION  FOLLOWS-- BEGIN AT
 BC1539'THE INTERSECTION OF STATE ROAD 13 (SAN JOSE BOULEVARD) AND INTERSTATE
 BC1539'295 IN MANDARIN, GO 3.35 MILES SOUTH ALONG STATE ROAD 13 TO THE
 BC1539'JULINGTON CREEK MARINA AND THE MARK.  THE MARK BEARS 149.0 FEET EAST
 BC1539'OF THE NORTHEAST CORNER OF THE BRIDGE OVER JULINGTON CREEK, 6.3 FEET
 BC1539'WEST-SOUTHWEST OF THE CENTER OF THE ENTRANCE TO THE MARINA AND IS SET
 BC1539'IN THE TOP OF A CONCRETE CURB.  THE MARK IS 0.5 FT ABOVE THE PARKING
 BC1539'LOT.
 BC1539
 BC1539                          STATION RECOVERY (2002)
 BC1539
 BC1539'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAS)
 BC1539'BC 1539 - THE MARK IS NORTH NORTHWEST OF THE CENTER OF THE NNW
 BC1539'ENTRANCE TO THE COVERED MARINA SLIPS AND IS SET IN THE TOP OF A
 BC1539'CONCRETE CURB.  THE MARK IS 40 FT SSE OF THE PARKING LOT, SEPARATED
 BC1539'FROM THE PARKING LOT BY A WOODEN BRIDGE OVER A DITCH.
 BC1539
 BC1539                          STATION RECOVERY (2004)
 BC1539
 BC1539'RECOVERY NOTE BY US POWER SQUADRON 2004 (PAS)
 BC1539'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1537 ***********************************************************************
 BC1537  DESIGNATION -  872 0409 B TIDAL
 BC1537  PID         -  BC1537
 BC1537  STATE/COUNTY-  FL/DUVAL
 BC1537  COUNTRY     -  US
 BC1537  USGS QUAD   -  ORANGE PARK (2018)
 BC1537
 BC1537                         *CURRENT SURVEY CONTROL
 BC1537  ______________________________________________________________________
 BC1537* NAD 83(1986) POSITION- 30 08 09.     (N) 081 37 56.     (W)   SCALED
 BC1537* NAVD 88 ORTHO HEIGHT -     3.042 (meters)        9.98  (feet) ADJUSTED
 BC1537  ______________________________________________________________________
 BC1537  GEOID HEIGHT    -        -28.209 (meters)                     GEOID18
 BC1537  DYNAMIC HEIGHT  -          3.038 (meters)        9.97  (feet) COMP
 BC1537  MODELED GRAVITY -    979,345.0   (mgal)                       NAVD 88
 BC1537
 BC1537  VERT ORDER      -  SECOND    CLASS I
 BC1537
 BC1537.The horizontal coordinates were scaled from a map and have
 BC1537.an estimated accuracy of +/- 6 seconds.
 BC1537
 BC1537.The orthometric height was determined by differential leveling and
 BC1537.adjusted by the NATIONAL GEODETIC SURVEY
 BC1537.in June 1991.
 BC1537
 BC1537.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1537.GEOID18 height accuracy estimate available here.
 BC1537
 BC1537.Click photographs - Photos may exist for this station.
 BC1537
 BC1537.The dynamic height is computed by dividing the NAVD 88
 BC1537.geopotential number by the normal gravity value computed on the
 BC1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1537.degrees latitude (g = 980.6199 gals.).
 BC1537
 BC1537.The modeled gravity was interpolated from observed gravity values.
 BC1537
 BC1537;                    North         East    Units  Estimated Accuracy
 BC1537;SPC FL E     -   643,090.      139,090.      MT  (+/- 180 meters Scaled)
 BC1537
 BC1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP391340(NAD 83)
 BC1537
 BC1537                          SUPERSEDED SURVEY CONTROL
 BC1537
 BC1537  NGVD 29 (09/01/92)    3.360  (m)           11.02   (f) ADJUSTED    2 1
 BC1537
 BC1537.Superseded values are not recommended for survey control.
 BC1537
 BC1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1537.See file dsdata.pdf to determine how the superseded data were derived.
 BC1537
 BC1537_MARKER: DJ = TIDAL STATION DISK
 BC1537_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1537_SP_SET: HEADWALL
 BC1537_STAMPING: 872 0409 B 1978
 BC1537_MARK LOGO: NOS
 BC1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1537+STABILITY: SURFACE MOTION
 BC1537
 BC1537  HISTORY     - Date     Condition        Report By
 BC1537  HISTORY     - 1978     MONUMENTED       NOS
 BC1537  HISTORY     - 1978     GOOD             FLDNR
 BC1537
 BC1537                          STATION DESCRIPTION
 BC1537
 BC1537'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1537'MANDARIN.
 BC1537'BEGIN AT THE INTERSECTION OF STATE ROAD 13 AND INTERSTATE 295.
 BC1537'PROCEED 3.4 MILES SOUTH ALONG STATE ROAD 13 TO THE LOCATION OF THE
 BC1537'MARK. MARK BEARS 38 FEET EAST OF THE INTERSECTION OF JULINGTON
 BC1537'CREEK ROAD AND STATE ROAD 13, 15.5 FEET WEST OF THE CENTER LINE
 BC1537'LEADING TO THE LITTLE CHAMP FOOD STORE, 90 FEET SOUTH OF THE
 BC1537'LITTLE CHAMP FOOD STORE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1536 ***********************************************************************
 BC1536  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1536  DESIGNATION -  872 0409 C TIDAL
 BC1536  PID         -  BC1536
 BC1536  STATE/COUNTY-  FL/DUVAL
 BC1536  COUNTRY     -  US
 BC1536  USGS QUAD   -  ORANGE PARK (2018)
 BC1536
 BC1536                         *CURRENT SURVEY CONTROL
 BC1536  ______________________________________________________________________
 BC1536* NAD 83(1986) POSITION- 30 08 21.     (N) 081 37 58.     (W)   SCALED
 BC1536* NAVD 88 ORTHO HEIGHT -     4.666 (meters)       15.31  (feet) ADJUSTED
 BC1536  ______________________________________________________________________
 BC1536  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 BC1536  DYNAMIC HEIGHT  -          4.660 (meters)       15.29  (feet) COMP
 BC1536  MODELED GRAVITY -    979,345.3   (mgal)                       NAVD 88
 BC1536
 BC1536  VERT ORDER      -  SECOND    CLASS I
 BC1536
 BC1536.The horizontal coordinates were scaled from a map and have
 BC1536.an estimated accuracy of +/- 6 seconds.
 BC1536
 BC1536.The orthometric height was determined by differential leveling and
 BC1536.adjusted by the NATIONAL GEODETIC SURVEY
 BC1536.in June 1991.
 BC1536
 BC1536.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1536.GEOID18 height accuracy estimate available here.
 BC1536
 BC1536.This Tidal Bench Mark is designated as VM 5183
 BC1536.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1536
 BC1536.Click photographs - Photos may exist for this station.
 BC1536
 BC1536.The dynamic height is computed by dividing the NAVD 88
 BC1536.geopotential number by the normal gravity value computed on the
 BC1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1536.degrees latitude (g = 980.6199 gals.).
 BC1536
 BC1536.The modeled gravity was interpolated from observed gravity values.
 BC1536
 BC1536;                    North         East    Units  Estimated Accuracy
 BC1536;SPC FL E     -   643,460.      139,030.      MT  (+/- 180 meters Scaled)
 BC1536
 BC1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP390343(NAD 83)
 BC1536
 BC1536                          SUPERSEDED SURVEY CONTROL
 BC1536
 BC1536  NGVD 29 (09/01/92)    4.984  (m)           16.35   (f) ADJUSTED    2 1
 BC1536
 BC1536.Superseded values are not recommended for survey control.
 BC1536
 BC1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1536.See file dsdata.pdf to determine how the superseded data were derived.
 BC1536
 BC1536_MARKER: DJ = TIDAL STATION DISK
 BC1536_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BC1536_SP_SET: HEADWALL
 BC1536_STAMPING: 872 0409 C 1978
 BC1536_MARK LOGO: NOS
 BC1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1536+STABILITY: SURFACE MOTION
 BC1536
 BC1536  HISTORY     - Date     Condition        Report By
 BC1536  HISTORY     - 1978     MONUMENTED       NOS
 BC1536  HISTORY     - 1978     GOOD             FLDNR
 BC1536  HISTORY     - 1978     GOOD             FLDNR
 BC1536  HISTORY     - 20021018 MARK NOT FOUND   USPSQD
 BC1536
 BC1536                          STATION DESCRIPTION
 BC1536
 BC1536'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1536'MANDARIN.
 BC1536'BEGIN AT THE INTERSECTION OF STATE ROAD 13 AND INTERSTATE 295.
 BC1536'PROCEED 3.0 MILES SOUTH ALONG STATE ROAD 13 TO THE LOCATION OF THE
 BC1536'MARK. MARK BEARS 21 FEET WEST OF THE CENTER LINE OF STATE ROAD
 BC1536'13, 180 FEET SOUTH OF THE INTERSECTION OF WESTBERRY ROAD AND STATE
 BC1536'ROAD 13, 30 FEET NORTHEAST OF THE FLAGPOLE IN FRONT OF THE ACE
 BC1536'HARDWARE STORE.
 BC1536
 BC1536                          STATION RECOVERY (1978)
 BC1536
 BC1536'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 BC1536'BEGIN AT THE INTERSECTION OF STATE ROAD 13 AND INTERSTATE 295.
 BC1536'PROCEED 3.0 MILES SOUTH ALONG STATE ROAD 13 TO THE LOCATION OF THE
 BC1536'MARK. MARK BEARS 21 FEET WEST OF THE CENTER LINE OF STATE ROAD
 BC1536'13, 180 FEET SOUTH OF THE INTERSECTION OF WESTBERRY ROAD AND STATE
 BC1536'ROAD 13, 30 FEET NORTHEAST OF THE FLAGPOLE IN FRONT OF THE ACE
 BC1536'HARDWARE STORE.
 BC1536
 BC1536                          STATION RECOVERY (2002)
 BC1536
 BC1536'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAS)
 BC1536'BC1536 - THIS MARK IS GONE. ACE HARDWARE WAS TORN DOWN IN 2000. A GATE
 BC1536'FOOD STORE AND GAS STATION BUILT IN 2001. SR 13 IS NOW 6 LANES PLUS A
 BC1536'CENTER TURN LANE AT THIS SITE. 21 FEET W OF THE CENTER OF SR 13 NOW IS
 BC1536'COVERED WITH ASPHALT. CARS RUSH SOUTH OVER WHERE THE MARK WAS ONCE
 BC1536'POSITIONED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ4734 ***********************************************************************
 AJ4734  DESIGNATION -  872 0409 G TIDAL
 AJ4734  PID         -  AJ4734
 AJ4734  STATE/COUNTY-  FL/DUVAL
 AJ4734  COUNTRY     -  US
 AJ4734  USGS QUAD   -  ORANGE PARK (2018)
 AJ4734
 AJ4734                         *CURRENT SURVEY CONTROL
 AJ4734  ______________________________________________________________________
 AJ4734* NAD 83(1986) POSITION- 30 08 02.8    (N) 081 37 52.6    (W)   HD_HELD2
 AJ4734* NAVD 88 ORTHO HEIGHT -     2.738 (meters)        8.98  (feet) ADJUSTED
 AJ4734  ______________________________________________________________________
 AJ4734  GEOID HEIGHT    -        -28.209 (meters)                     GEOID18
 AJ4734  DYNAMIC HEIGHT  -          2.734 (meters)        8.97  (feet) COMP
 AJ4734  MODELED GRAVITY -    979,344.9   (mgal)                       NAVD 88
 AJ4734
 AJ4734  VERT ORDER      -  SECOND    CLASS I
 AJ4734
 AJ4734.The horizontal coordinates were established by autonomous hand held GPS
 AJ4734.observations and have an estimated accuracy of +/- 10 meters.
 AJ4734
 AJ4734.The orthometric height was determined by differential leveling and
 AJ4734.adjusted by the NATIONAL GEODETIC SURVEY
 AJ4734.in April 2002.
 AJ4734
 AJ4734.No vertical observational check was made to the station.
 AJ4734
 AJ4734.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4734.GEOID18 height accuracy estimate available here.
 AJ4734
 AJ4734.Click photographs - Photos may exist for this station.
 AJ4734
 AJ4734.The dynamic height is computed by dividing the NAVD 88
 AJ4734.geopotential number by the normal gravity value computed on the
 AJ4734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4734.degrees latitude (g = 980.6199 gals.).
 AJ4734
 AJ4734.The modeled gravity was interpolated from observed gravity values.
 AJ4734
 AJ4734;                    North         East    Units  Estimated Accuracy
 AJ4734;SPC FL E     -   642,902.      139,175.      MT  (+/- 10 meters HH2 GPS)
 AJ4734
 AJ4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3919633814(NAD 83)
 AJ4734
 AJ4734                          SUPERSEDED SURVEY CONTROL
 AJ4734
 AJ4734.No superseded survey control is available for this station.
 AJ4734
 AJ4734_MARKER: DJ = TIDAL STATION DISK
 AJ4734_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AJ4734_SP_SET: BRIDGE WALKWAY
 AJ4734_STAMPING: 0409 G 1987
 AJ4734_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4734
 AJ4734  HISTORY     - Date     Condition        Report By
 AJ4734  HISTORY     - 1987     MONUMENTED       FLDNR
 AJ4734  HISTORY     - 20021018 MARK NOT FOUND   USPSQD
 AJ4734
 AJ4734                          STATION DESCRIPTION
 AJ4734
 AJ4734'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AJ4734'BEGIN AT THE INTERSECTION OF STATE ROAD 13 (SAN JOSE BOULEVARD) AND
 AJ4734'INTERSTATE 295, GO 3.35 MILES SOUTH ALONG STATE ROAD 13 TO THE NORTH
 AJ4734'END OF THE BRIDGE OVER JULINGTON CREEK.  THE MARK BEARS 16.5 FEET
 AJ4734'EAST-NORTHEAST OF THE CENTERLINE OF STATE ROAD 13, 13.1 FEET
 AJ4734'SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF THE CONCRETE GUARDRAIL AND
 AJ4734'IS SET IN THE EASTERLY BRIDGE WALKWAY.  THE MARK IS 0.5 FT ABOVE THE
 AJ4734'ROAD.
 AJ4734
 AJ4734                          STATION RECOVERY (2002)
 AJ4734
 AJ4734'RECOVERY NOTE BY US POWER SQUADRON 2002 (RBS)
 AJ4734'THE JULINGTON CREEK BRIDGE WAS WIDENED FROM TWO LANES TO 4
 AJ4734'LANES IN ABOUT 1986. THE WALKWAYS E AND W OF THE BRIDGE WERE REBUILT.
 AJ4734'THERE IS A NEW FL DOT BRASS SURVEY MARK, STAMPED 0409U IN THE E
 AJ4734'CONCRETE RAIL, 97 FT S OF THE N RAIL END.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ4733 ***********************************************************************
 AJ4733  DESIGNATION -  872 0409 H TIDAL
 AJ4733  PID         -  AJ4733
 AJ4733  STATE/COUNTY-  FL/DUVAL
 AJ4733  COUNTRY     -  US
 AJ4733  USGS QUAD   -  ORANGE PARK (2018)
 AJ4733
 AJ4733                         *CURRENT SURVEY CONTROL
 AJ4733  ______________________________________________________________________
 AJ4733* NAD 83(1986) POSITION- 30 08 11.5    (N) 081 37 56.0    (W)   HD_HELD2
 AJ4733* NAVD 88 ORTHO HEIGHT -     2.909 (meters)        9.54  (feet) ADJUSTED
 AJ4733  ______________________________________________________________________
 AJ4733  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 AJ4733  DYNAMIC HEIGHT  -          2.906 (meters)        9.53  (feet) COMP
 AJ4733  MODELED GRAVITY -    979,345.1   (mgal)                       NAVD 88
 AJ4733
 AJ4733  VERT ORDER      -  SECOND    CLASS I
 AJ4733
 AJ4733.The horizontal coordinates were established by autonomous hand held GPS
 AJ4733.observations and have an estimated accuracy of +/- 10 meters.
 AJ4733
 AJ4733.The orthometric height was determined by differential leveling and
 AJ4733.adjusted by the NATIONAL GEODETIC SURVEY
 AJ4733.in April 2002.
 AJ4733
 AJ4733.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4733.GEOID18 height accuracy estimate available here.
 AJ4733
 AJ4733.Click photographs - Photos may exist for this station.
 AJ4733
 AJ4733.The dynamic height is computed by dividing the NAVD 88
 AJ4733.geopotential number by the normal gravity value computed on the
 AJ4733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4733.degrees latitude (g = 980.6199 gals.).
 AJ4733
 AJ4733.The modeled gravity was interpolated from observed gravity values.
 AJ4733
 AJ4733;                    North         East    Units  Estimated Accuracy
 AJ4733;SPC FL E     -   643,170.      139,086.      MT  (+/- 10 meters HH2 GPS)
 AJ4733
 AJ4733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3910634082(NAD 83)
 AJ4733
 AJ4733                          SUPERSEDED SURVEY CONTROL
 AJ4733
 AJ4733.No superseded survey control is available for this station.
 AJ4733
 AJ4733_MARKER: DJ = TIDAL STATION DISK
 AJ4733_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ4733_SP_SET: DRAIN BOX
 AJ4733_STAMPING: 0409 H 1987
 AJ4733_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AJ4733+SATELLITE: SATELLITE OBSERVATIONS - July 30, 2004
 AJ4733
 AJ4733  HISTORY     - Date     Condition        Report By
 AJ4733  HISTORY     - 1987     MONUMENTED       FLDNR
 AJ4733  HISTORY     - 20021018 GOOD             USPSQD
 AJ4733  HISTORY     - 20040730 GOOD             USPSQD
 AJ4733
 AJ4733                          STATION DESCRIPTION
 AJ4733
 AJ4733'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AJ4733'BEGIN AT THE INTERSECTION OF STATE ROAD 13 (SAN JOSE BOULEVARD) AND
 AJ4733'INTERSTATE 295 IN MANDARIN, GO 3.15 MILES SOUTH ALONG STATE ROAD 13 TO
 AJ4733'THE JUNCTION OF JULINGTON CREEK ROAD AND THE MARK.  THE MARK BEARS
 AJ4733'74.5 FEET EAST OF THE FACE OF THE EAST CURB OF STATE ROAD 13, 16.6
 AJ4733'FEET NORTH OF THE CENTERLINE OF JULINGTON CREEK ROAD, 66.9 FEET
 AJ4733'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE AMERICAN FEDERAL BANK
 AJ4733'BUILDING, 19.0 FEET WEST OF THE NORTHWEST CORNER OF A 3.5 FEET BY 4.2
 AJ4733'FEET BOX DRAIN.  THE MARK IS 0.5 FT BELOW THE JULINGTON CREEK ROAD.
 AJ4733
 AJ4733                          STATION RECOVERY (2002)
 AJ4733
 AJ4733'RECOVERY NOTE BY US POWER SQUADRON 2002 (PAS)
 AJ4733'THE AMERICAN FEDERAL BANK HAS BEEN RENAMED THE PROSPERITY
 AJ4733'BANK AND IS AT 12689 SAN JOSE AVE.
 AJ4733
 AJ4733                          STATION RECOVERY (2004)
 AJ4733
 AJ4733'RECOVERY NOTE BY US POWER SQUADRON 2004 (RBS)
 AJ4733'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ4732 ***********************************************************************
 AJ4732  DESIGNATION -  872 0409 J TIDAL
 AJ4732  PID         -  AJ4732
 AJ4732  STATE/COUNTY-  FL/DUVAL
 AJ4732  COUNTRY     -  US
 AJ4732  USGS QUAD   -  ORANGE PARK (2018)
 AJ4732
 AJ4732                         *CURRENT SURVEY CONTROL
 AJ4732  ______________________________________________________________________
 AJ4732* NAD 83(1986) POSITION- 30 08 26.     (N) 081 37 54.     (W)   SCALED
 AJ4732* NAVD 88 ORTHO HEIGHT -     4.641 (meters)       15.23  (feet) ADJUSTED
 AJ4732  ______________________________________________________________________
 AJ4732  GEOID HEIGHT    -        -28.212 (meters)                     GEOID18
 AJ4732  DYNAMIC HEIGHT  -          4.635 (meters)       15.21  (feet) COMP
 AJ4732  MODELED GRAVITY -    979,345.4   (mgal)                       NAVD 88
 AJ4732
 AJ4732  VERT ORDER      -  SECOND    CLASS I
 AJ4732
 AJ4732.The horizontal coordinates were scaled from a map and have
 AJ4732.an estimated accuracy of +/- 6 seconds.
 AJ4732
 AJ4732.The orthometric height was determined by differential leveling and
 AJ4732.adjusted by the NATIONAL GEODETIC SURVEY
 AJ4732.in April 2002.
 AJ4732
 AJ4732.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4732.GEOID18 height accuracy estimate available here.
 AJ4732
 AJ4732.Click photographs - Photos may exist for this station.
 AJ4732
 AJ4732.The dynamic height is computed by dividing the NAVD 88
 AJ4732.geopotential number by the normal gravity value computed on the
 AJ4732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4732.degrees latitude (g = 980.6199 gals.).
 AJ4732
 AJ4732.The modeled gravity was interpolated from observed gravity values.
 AJ4732
 AJ4732;                    North         East    Units  Estimated Accuracy
 AJ4732;SPC FL E     -   643,620.      139,140.      MT  (+/- 180 meters Scaled)
 AJ4732
 AJ4732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP391345(NAD 83)
 AJ4732
 AJ4732                          SUPERSEDED SURVEY CONTROL
 AJ4732
 AJ4732.No superseded survey control is available for this station.
 AJ4732
 AJ4732_MARKER: DJ = TIDAL STATION DISK
 AJ4732_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AJ4732_SP_SET: BOX DRAIN
 AJ4732_STAMPING: 0409 J 1987
 AJ4732_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4732
 AJ4732  HISTORY     - Date     Condition        Report By
 AJ4732  HISTORY     - 1987     MONUMENTED       FLDNR
 AJ4732  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 AJ4732
 AJ4732                          STATION DESCRIPTION
 AJ4732
 AJ4732'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AJ4732'BEGIN AT THE INTERSECTION OF STATE ROAD 13 (SAN JOSE BOULEVARD) AND
 AJ4732'INTERSTATE 295 IN MANDARIN, GO 2.9 MILES SOUTH ALONG STATE ROAD 13 TO
 AJ4732'THE JUNCTION OF WESTBERRY ROAD AND THE MARK.  THE MARK BEARS 40.9 FEET
 AJ4732'WEST OF THE FACE OF THE WEST CURB OF STATE ROAD 13, 27.5 FEET NORTH OF
 AJ4732'THE CENTERLINE OF WESTBERRY ROAD, 67.2 FEET SOUTHEAST OF THE SOUTHEAST
 AJ4732'CORNER OF THE GATE FOOD STORE, AND 0.5 FOOT SOUTHWEST OF THE NORTHEAST
 AJ4732'CORNER OF A 4.3 FEET BY 3.3 FEET BOX DRAIN.
 AJ4732
 AJ4732                          STATION RECOVERY (2002)
 AJ4732
 AJ4732'RECOVERY NOTE BY US POWER SQUADRON 2002 (RBS)
 AJ4732'THE CURB OF SAN JOSE AVE HAS MOVED SINCE 1987 BECAUSE THE ROAD WAS
 AJ4732'WIDENED FROM LESS THAN 42 FEET TO 89 FT. THE GATE FOOD STORE HAS BEEN
 AJ4732'DEMOLISHED AND A KENTUCKY FRIED CHICKEN NOW STANDS ON THE SITE. CAN
 AJ4732'NOT LOCATE THE REFERENCED HEADWALL. MARK PROBABLY DESTROYED IN ONE OF
 AJ4732'THE CONSTRUCTION PROJECTS AT THIS SITE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ4731 ***********************************************************************
 AJ4731  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ4731  DESIGNATION -  872 0409 K
 AJ4731  PID         -  AJ4731
 AJ4731  STATE/COUNTY-  FL/DUVAL
 AJ4731  COUNTRY     -  US
 AJ4731  USGS QUAD   -  ORANGE PARK (2018)
 AJ4731
 AJ4731                         *CURRENT SURVEY CONTROL
 AJ4731  ______________________________________________________________________
 AJ4731* NAD 83(1986) POSITION- 30 08 50.93   (N) 081 37 58.33   (W)   HD_HELD1
 AJ4731* NAVD 88 ORTHO HEIGHT -     6.705 (meters)       22.00  (feet) ADJUSTED
 AJ4731  ______________________________________________________________________
 AJ4731  GEOID HEIGHT    -        -28.214 (meters)                     GEOID18
 AJ4731  DYNAMIC HEIGHT  -          6.696 (meters)       21.97  (feet) COMP
 AJ4731  MODELED GRAVITY -    979,346.0   (mgal)                       NAVD 88
 AJ4731
 AJ4731  VERT ORDER      -  SECOND    CLASS I
 AJ4731
 AJ4731.The horizontal coordinates were determined by differentially corrected
 AJ4731.hand held GPS observations or other comparable positioning techniques
 AJ4731.and have an estimated accuracy of +/- 3 meters.
 AJ4731
 AJ4731.The orthometric height was determined by differential leveling and
 AJ4731.adjusted by the NATIONAL GEODETIC SURVEY
 AJ4731.in March 2025.
 AJ4731
 AJ4731.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ4731.GEOID18 height accuracy estimate available here.
 AJ4731
 AJ4731.This Tidal Bench Mark is designated as VM 15808
 AJ4731.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AJ4731
 AJ4731.Click photographs - Photos may exist for this station.
 AJ4731
 AJ4731.The dynamic height is computed by dividing the NAVD 88
 AJ4731.geopotential number by the normal gravity value computed on the
 AJ4731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ4731.degrees latitude (g = 980.6199 gals.).
 AJ4731
 AJ4731.The modeled gravity was interpolated from observed gravity values.
 AJ4731
 AJ4731;                    North         East    Units  Estimated Accuracy
 AJ4731;SPC FL E     -   644,384.5     139,030.2     MT  (+/- 3 meters HH1 GPS) 
 AJ4731
 AJ4731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3905135296(NAD 83)
 AJ4731
 AJ4731                          SUPERSEDED SURVEY CONTROL
 AJ4731
 AJ4731  NAVD 88 (04/25/02)    6.749  (m)           22.14   (f) SUPERSEDED  2 1
 AJ4731
 AJ4731.Superseded values are not recommended for survey control.
 AJ4731
 AJ4731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ4731.See file dsdata.pdf to determine how the superseded data were derived.
 AJ4731
 AJ4731_MARKER: DB = BENCH MARK DISK
 AJ4731_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AJ4731+WITH SETTING: PAVEMENT
 AJ4731_SP_SET: ELECTRIC BOX PAD
 AJ4731_STAMPING: 0409 K 1987
 AJ4731_MARK LOGO: FLDEP
 AJ4731_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AJ4731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ4731+STABILITY: SURFACE MOTION
 AJ4731
 AJ4731  HISTORY     - Date     Condition        Report By
 AJ4731  HISTORY     - 1987     MONUMENTED       FLDNR
 AJ4731  HISTORY     - 20021022 MARK NOT FOUND   USPSQD
 AJ4731  HISTORY     - 20241025 GOOD             FLDEP
 AJ4731  HISTORY     - 20241027 GOOD             FLDEP
 AJ4731
 AJ4731                          STATION DESCRIPTION
 AJ4731
 AJ4731'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AJ4731'BEGIN AT THE INTERSECTION OF STATE ROAD 13 (SAN JOSE BOULEVARD) AND
 AJ4731'INTERSTATE 295 IN MANDARIN, GO 2.4 MILES SOUTH ALONG STATE ROAD 13 TO
 AJ4731'THE FIRST FEDERAL BANK AND THE MARK.  THE MARK BEARS 61.5 FEET
 AJ4731'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BANK BUILDING, 17.3
 AJ4731'FEET WEST OF THE FACE OF THE WEST CURB OF STATE ROAD 13, 1.1 FEET
 AJ4731'SOUTHWEST OF AN 8-INCH DIAMETER 4-FOOT HIGH YELLOW GUARDPOST, AND 0.6
 AJ4731'FOOT SOUTHWEST OF THE NORTHEAST CORNER OF A 6-FOOT BY 8-FOOT CONCRETE
 AJ4731'PAD FOR ELECTRIC BOX NUMBER 12230.  THE MARK IS 2.0 FT ABOVE THE ROAD.
 AJ4731
 AJ4731                          STATION RECOVERY (2002)
 AJ4731
 AJ4731'RECOVERY NOTE BY US POWER SQUADRON 2002 (RBS)
 AJ4731'THE CURB OF SAN JOSE AVE HAS MOVED SINCE 1987 BECAUSE THE ROAD WAS
 AJ4731'WIDENED FROM LESS THAN 42 FEET TO 89 FT. UNABLE TO LOCATE THE FIRST
 AJ4731'FEDERAL BANK BUILDING, THE  6' BY 8' CONCRETE PAD WITH ELECTRIC
 AJ4731'UTILITY BOX 12230 OR THE YELLOW GUARD POST. MARK PROBABLY DESTROYED IN
 AJ4731'THE WIDENING OF SAN JOSE AVE.
 AJ4731
 AJ4731                          STATION RECOVERY (2024)
 AJ4731
 AJ4731'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (MAH)
 AJ4731'RECOVERED IN GOOD CONDITION.
 AJ4731'
 AJ4731'NOTE-WITH THE FOLLOWING ADDITION.  THE CONCRETE PAD AND MARK IS ON THE
 AJ4731'SOUTHEAST CORNER OF THE VERIZON STORE PROPERTY LOCATED AT 12230 STATE
 AJ4731'ROAD 13.
 AJ4731'
 AJ4731'NOTE-NOT LEVELED TO ON THIS PROJECT.
 AJ4731
 AJ4731                          STATION RECOVERY (2024)
 AJ4731
 AJ4731'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (DLP)
 AJ4731'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6900 ***********************************************************************
 DE6900  TIDAL BM    -  This is a Tidal Bench Mark.
 DE6900  DESIGNATION -  872 0409 S
 DE6900  PID         -  DE6900
 DE6900  STATE/COUNTY-  FL/DUVAL
 DE6900  COUNTRY     -  US
 DE6900  USGS QUAD   -  ORANGE PARK (2018)
 DE6900
 DE6900                         *CURRENT SURVEY CONTROL
 DE6900  ______________________________________________________________________
 DE6900* NAD 83(1986) POSITION- 30 08 24.68   (N) 081 37 57.87   (W)   HD_HELD1
 DE6900* NAVD 88 ORTHO HEIGHT -     4.671 (meters)       15.32  (feet) ADJUSTED
 DE6900  ______________________________________________________________________
 DE6900  GEOID HEIGHT    -        -28.211 (meters)                     GEOID18
 DE6900  DYNAMIC HEIGHT  -          4.665 (meters)       15.31  (feet) COMP
 DE6900  MODELED GRAVITY -    979,345.3   (mgal)                       NAVD 88
 DE6900
 DE6900  VERT ORDER      -  SECOND    CLASS I
 DE6900
 DE6900.The horizontal coordinates were determined by differentially corrected
 DE6900.hand held GPS observations or other comparable positioning techniques
 DE6900.and have an estimated accuracy of +/- 3 meters.
 DE6900
 DE6900.The orthometric height was determined by differential leveling and
 DE6900.adjusted by the NATIONAL GEODETIC SURVEY
 DE6900.in May 2004.
 DE6900
 DE6900.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6900.GEOID18 height accuracy estimate available here.
 DE6900
 DE6900.This Tidal Bench Mark is designated as VM 19339
 DE6900.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DE6900
 DE6900.Click photographs - Photos may exist for this station.
 DE6900
 DE6900.The dynamic height is computed by dividing the NAVD 88
 DE6900.geopotential number by the normal gravity value computed on the
 DE6900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6900.degrees latitude (g = 980.6199 gals.).
 DE6900
 DE6900.The modeled gravity was interpolated from observed gravity values.
 DE6900
 DE6900;                    North         East    Units  Estimated Accuracy
 DE6900;SPC FL E     -   643,576.2     139,038.1     MT  (+/- 3 meters HH1 GPS) 
 DE6900
 DE6900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3905834488(NAD 83)
 DE6900
 DE6900                          SUPERSEDED SURVEY CONTROL
 DE6900
 DE6900.No superseded survey control is available for this station.
 DE6900
 DE6900_MARKER: DB = BENCH MARK DISK
 DE6900_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6900_SP_SET: MANHOLE
 DE6900_STAMPING: 0409 S 1999
 DE6900_MARK LOGO: NOS
 DE6900_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6900_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6900+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2024
 DE6900
 DE6900  HISTORY     - Date     Condition        Report By
 DE6900  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6900  HISTORY     - 20200218 GOOD             MCSRVY
 DE6900  HISTORY     - 20241024 GOOD             FLDEP
 DE6900
 DE6900                          STATION DESCRIPTION
 DE6900
 DE6900'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6900'THE MARK IS ABOUT 42.0 MI (67.6 KM) NORTH OF SPUDS, 17.4 MI (28.0 KM)
 DE6900'SOUTH OF JACKSONVILLE, 5.4 MI (8.7 KM) NORTHEAST OF SWITZERLAND, ON
 DE6900'STATE ROAD 13, IN SECTION 47, TOWNSHIP 4 SOUTH, RANGE 27 EAST. TO
 DE6900'REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 13 AND INTERSTATE
 DE6900'295 SOUTH OF JACKSONVILLE, GO SOUTH ON STATE ROAD 13 (SAN JOSE
 DE6900'BOULEVARD) FOR 2.95 MI (4.75 KM) TO THE JUNCTION OF WESTBERRY ROAD ON
 DE6900'THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE WEST CORNER OF THE
 DE6900'CONCRETE AROUND A MAN HOLE, FLUSH WITH THE GROUND AND 0.6 FT (18.3 CM)
 DE6900'ABOVE THE LEVEL OF STATE ROAD 13. LOCATED 38.0 FT (11.6 M) NORTH OF
 DE6900'THE CENTERLINE OF WESTBERRY ROAD, 32.0 FT (9.8 M) WEST OF THE
 DE6900'APPROXIMATE CENTERLINE OF STATE ROAD 13, 4.3 FT (1.3 M) SOUTH OF A
 DE6900'CONCRETE LIGHT POLE NUMBER 12544 AND 1.5 FT (0.5 M) WEST OF A MAN
 DE6900'HOLE.
 DE6900
 DE6900                          STATION RECOVERY (2020)
 DE6900
 DE6900'RECOVERY NOTE BY MACSURVEY INC 2020 (CPM)
 DE6900'RECOVERED IN GOOD CONDITION.
 DE6900
 DE6900                          STATION RECOVERY (2024)
 DE6900
 DE6900'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (MAH)
 DE6900'RECOVERED IN GOOD CONDITION.
 DE6900'
 DE6900'NOTE-WITH THE FOLLOWING ADDITION.  THE MARK IS 6.0 FT (1.8 M) EAST OF
 DE6900'A CARSONITE WITNESS POST.
 DE6900'
 DE6900'NOTE-MARK NOT LEVELED TO ON THIS PROJECT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6899 ***********************************************************************
 DE6899  TIDAL BM    -  This is a Tidal Bench Mark.
 DE6899  DESIGNATION -  872 0409 T TIDAL
 DE6899  PID         -  DE6899
 DE6899  STATE/COUNTY-  FL/DUVAL
 DE6899  COUNTRY     -  US
 DE6899  USGS QUAD   -  ORANGE PARK (2018)
 DE6899
 DE6899                         *CURRENT SURVEY CONTROL
 DE6899  ______________________________________________________________________
 DE6899* NAD 83(1986) POSITION- 30 08 11.17   (N) 081 37 55.89   (W)   HD_HELD1
 DE6899* NAVD 88 ORTHO HEIGHT -     3.077 (meters)       10.10  (feet) ADJUSTED
 DE6899  ______________________________________________________________________
 DE6899  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 DE6899  DYNAMIC HEIGHT  -          3.073 (meters)       10.08  (feet) COMP
 DE6899  MODELED GRAVITY -    979,345.0   (mgal)                       NAVD 88
 DE6899
 DE6899  VERT ORDER      -  SECOND    CLASS I
 DE6899
 DE6899.The horizontal coordinates were determined by differentially corrected
 DE6899.hand held GPS observations or other comparable positioning techniques
 DE6899.and have an estimated accuracy of +/- 3 meters.
 DE6899
 DE6899.The orthometric height was determined by differential leveling and
 DE6899.adjusted by the NATIONAL GEODETIC SURVEY
 DE6899.in May 2004.
 DE6899
 DE6899.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6899.GEOID18 height accuracy estimate available here.
 DE6899
 DE6899.This Tidal Bench Mark is designated as VM 19340
 DE6899.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DE6899
 DE6899.Click photographs - Photos may exist for this station.
 DE6899
 DE6899.The dynamic height is computed by dividing the NAVD 88
 DE6899.geopotential number by the normal gravity value computed on the
 DE6899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6899.degrees latitude (g = 980.6199 gals.).
 DE6899
 DE6899.The modeled gravity was interpolated from observed gravity values.
 DE6899
 DE6899;                    North         East    Units  Estimated Accuracy
 DE6899;SPC FL E     -   643,159.9     139,088.8     MT  (+/- 3 meters HH1 GPS) 
 DE6899
 DE6899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3910934072(NAD 83)
 DE6899
 DE6899                          SUPERSEDED SURVEY CONTROL
 DE6899
 DE6899.No superseded survey control is available for this station.
 DE6899
 DE6899_MARKER: DB = BENCH MARK DISK
 DE6899_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6899_SP_SET: BOX DRAIN
 DE6899_STAMPING: 0409 T 1999
 DE6899_MARK LOGO: NOS
 DE6899_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6899_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6899+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2024
 DE6899
 DE6899  HISTORY     - Date     Condition        Report By
 DE6899  HISTORY     - 1999     MONUMENTED       FLDEP
 DE6899  HISTORY     - 20060217 GOOD             USPSQD
 DE6899  HISTORY     - 20241027 GOOD             FLDEP
 DE6899  HISTORY     - 20241028 GOOD             FLDEP
 DE6899
 DE6899                          STATION DESCRIPTION
 DE6899
 DE6899'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6899'THE MARK IS ABOUT 42.2 MI (67.9 KM) NORTH OF SPUDS, 17.6 MI (28.3 KM)
 DE6899'SOUTH OF JACKSONVILLE, 5.1 MI (8.2 KM) NORTHEAST OF SWITZERLAND, ON
 DE6899'STATE ROAD 13, IN SECTION 55, TOWNSHIP 4 SOUTH, RANGE 27 EAST. TO
 DE6899'REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 13 AND INTERSTATE
 DE6899'295 SOUTH OF JACKSONVILLE, GO SOUTH ON STATE ROAD 13 (SAN JOSE
 DE6899'BOULEVARD) FOR 3.25 MI (5.23 KM) TO THE JUNCTION OF JULINGTON CREEK
 DE6899'ROAD ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE SOUTHWEST CORNER
 DE6899'OF A CONCRETE BOX DRAIN FLUSH WITH THE GROUND AND LEVEL WITH JULINGTON
 DE6899'CREEK ROAD. LOCATED 85.0 FT (25.9 M) SOUTH OF THE SOUTHWEST CORNER OF
 DE6899'PROSPERITY BANK, 58.7 FT (17.9 M) EAST OF THE EAST CURB OF THE
 DE6899'NORTHBOUND LANES OF STATE ROAD 13, 49.0 FT (14.9 M) EAST OF A CONCRETE
 DE6899'LIGHT POLE NUMBER 12691, 37.5 FT (11.4 M) NORTH OF THE CENTERLINE OF
 DE6899'JULINGTON CREEK ROAD AND 14.4 FT (4.4 M) NORTH OF AN ELECTRIC BOX
 DE6899'NUMBER 12609.
 DE6899
 DE6899                          STATION RECOVERY (2006)
 DE6899
 DE6899'RECOVERY NOTE BY US POWER SQUADRON 2006 (RBS)
 DE6899'RECOVERED IN GOOD CONDITION.
 DE6899
 DE6899                          STATION RECOVERY (2024)
 DE6899
 DE6899'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (MAH)
 DE6899'RECOVERED IN GOOD CONDITION.
 DE6899'
 DE6899'NOTE-MARK WAS NOT LEVELED TO ON THIS PROJECT.
 DE6899
 DE6899                          STATION RECOVERY (2024)
 DE6899
 DE6899'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (DLP)
 DE6899'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6898 ***********************************************************************
 DE6898  TIDAL BM    -  This is a Tidal Bench Mark.
 DE6898  DESIGNATION -  872 0409 U TIDAL
 DE6898  PID         -  DE6898
 DE6898  STATE/COUNTY-  FL/DUVAL
 DE6898  COUNTRY     -  US
 DE6898  USGS QUAD   -  ORANGE PARK (2018)
 DE6898
 DE6898                         *CURRENT SURVEY CONTROL
 DE6898  ______________________________________________________________________
 DE6898* NAD 83(1986) POSITION- 30 08 02.89   (N) 081 37 52.76   (W)   HD_HELD1
 DE6898* NAVD 88 ORTHO HEIGHT -     3.709 (meters)       12.17  (feet) ADJUSTED
 DE6898  ______________________________________________________________________
 DE6898  GEOID HEIGHT    -        -28.209 (meters)                     GEOID18
 DE6898  DYNAMIC HEIGHT  -          3.704 (meters)       12.15  (feet) COMP
 DE6898  MODELED GRAVITY -    979,344.8   (mgal)                       NAVD 88
 DE6898
 DE6898  VERT ORDER      -  SECOND    CLASS I
 DE6898
 DE6898.The horizontal coordinates were determined by differentially corrected
 DE6898.hand held GPS observations or other comparable positioning techniques
 DE6898.and have an estimated accuracy of +/- 3 meters.
 DE6898
 DE6898.The orthometric height was determined by differential leveling and
 DE6898.adjusted by the NATIONAL GEODETIC SURVEY
 DE6898.in May 2004.
 DE6898
 DE6898.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6898.GEOID18 height accuracy estimate available here.
 DE6898
 DE6898.This Tidal Bench Mark is designated as VM 19341
 DE6898.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DE6898
 DE6898.Click photographs - Photos may exist for this station.
 DE6898
 DE6898.The dynamic height is computed by dividing the NAVD 88
 DE6898.geopotential number by the normal gravity value computed on the
 DE6898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6898.degrees latitude (g = 980.6199 gals.).
 DE6898
 DE6898.The modeled gravity was interpolated from observed gravity values.
 DE6898
 DE6898;                    North         East    Units  Estimated Accuracy
 DE6898;SPC FL E     -   642,904.4     139,171.1     MT  (+/- 3 meters HH1 GPS) 
 DE6898
 DE6898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3919133817(NAD 83)
 DE6898
 DE6898                          SUPERSEDED SURVEY CONTROL
 DE6898
 DE6898.No superseded survey control is available for this station.
 DE6898
 DE6898_MARKER: DD = SURVEY DISK
 DE6898_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6898_SP_SET: BRIDGE GUARD RAIL
 DE6898_STAMPING: 0409 U
 DE6898_MARK LOGO: FLDT
 DE6898_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6898+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2024
 DE6898
 DE6898  HISTORY     - Date     Condition        Report By
 DE6898  HISTORY     - UNK      MONUMENTED       FLDT
 DE6898  HISTORY     - 19990722 GOOD             FLDEP
 DE6898  HISTORY     - 20040730 GOOD             USPSQD
 DE6898  HISTORY     - 20060217 GOOD             USPSQD
 DE6898  HISTORY     - 20241024 GOOD             FLDEP
 DE6898  HISTORY     - 20241028 GOOD             FLDEP
 DE6898
 DE6898                          STATION DESCRIPTION
 DE6898
 DE6898'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 DE6898'THE MARK IS ABOUT 42.3 MI (68.1 KM) NORTH OF SPUDS, 17.7 MI (28.5 KM)
 DE6898'SOUTH OF JACKSONVILLE, 4.9 MI (7.9 KM) NORTHEAST OF SWITZERLAND, ON
 DE6898'STATE ROAD 13, IN SECTION 55, TOWNSHIP 4 SOUTH, RANGE 27 EAST. TO
 DE6898'REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 13 AND INTERSTATE
 DE6898'295 SOUTH OF JACKSONVILLE, GO SOUTH ON STATE ROAD 13 (SAN JOSE
 DE6898'BOULEVARD) FOR 3.45 MI (5.55 KM) TO THE NORTH END OF THE BRIDGE OVER
 DE6898'JULINGTON CREEK AND THE MARK ON THE LEFT, SET IN THE TOP OF THE
 DE6898'NORTHEAST BRIDGE GUARDRAIL, 2.7 FT (0.8 M) ABOVE THE LEVEL OF STATE
 DE6898'ROAD 13. LOCATED 187.6 FT (57.2 M) SOUTH OF THE CENTERLINE OF THE
 DE6898'ENTRANCE TO JULINGTON CREEK MARINE, 96.7 FT (29.5 M) SOUTHEAST OF THE
 DE6898'NORTH END OF THE BRIDGE GUARDRAIL AND 22.5 FT (6.9 M) NORTHEAST OF THE
 DE6898'CENTERLINE OF THE NORTHBOUND LANES OF STATE ROAD 13.
 DE6898
 DE6898                          STATION RECOVERY (2004)
 DE6898
 DE6898'RECOVERY NOTE BY US POWER SQUADRON 2004 (PAS)
 DE6898'RECOVERED IN GOOD CONDITION.
 DE6898
 DE6898                          STATION RECOVERY (2006)
 DE6898
 DE6898'RECOVERY NOTE BY US POWER SQUADRON 2006 (RBS)
 DE6898'RECOVERED IN GOOD CONDITION.
 DE6898
 DE6898                          STATION RECOVERY (2024)
 DE6898
 DE6898'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (MAH)
 DE6898'RECOVERED IN GOOD CONDITION.
 DE6898'
 DE6898'NOTE-NOT LEVELED TO ON THIS PROJECT.
 DE6898
 DE6898                          STATION RECOVERY (2024)
 DE6898
 DE6898'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (DLP)
 DE6898'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1462 ***********************************************************************
 BC1462  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1462  DESIGNATION -  872 0434 A
 BC1462  PID         -  BC1462
 BC1462  STATE/COUNTY-  FL/CLAY
 BC1462  COUNTRY     -  US
 BC1462  USGS QUAD   -  MIDDLEBURG (2018)
 BC1462
 BC1462                         *CURRENT SURVEY CONTROL
 BC1462  ______________________________________________________________________
 BC1462* NAD 83(1986) POSITION- 30 04 52.5    (N) 081 45 41.5    (W)   HD_HELD2
 BC1462* NAVD 88 ORTHO HEIGHT -     1.626 (meters)        5.33  (feet) ADJUSTED
 BC1462  ______________________________________________________________________
 BC1462  GEOID HEIGHT    -        -28.097 (meters)                     GEOID18
 BC1462  DYNAMIC HEIGHT  -          1.624 (meters)        5.33  (feet) COMP
 BC1462  MODELED GRAVITY -    979,339.7   (mgal)                       NAVD 88
 BC1462
 BC1462  VERT ORDER      -  SECOND    CLASS I
 BC1462
 BC1462.The horizontal coordinates were established by autonomous hand held GPS
 BC1462.observations and have an estimated accuracy of +/- 10 meters.
 BC1462
 BC1462.The orthometric height was determined by differential leveling and
 BC1462.adjusted by the NATIONAL GEODETIC SURVEY
 BC1462.in October 2021.
 BC1462
 BC1462.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1462.GEOID18 height accuracy estimate available here.
 BC1462
 BC1462.This Tidal Bench Mark is designated as VM 5187
 BC1462.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1462
 BC1462.Click photographs - Photos may exist for this station.
 BC1462
 BC1462.The dynamic height is computed by dividing the NAVD 88
 BC1462.geopotential number by the normal gravity value computed on the
 BC1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1462.degrees latitude (g = 980.6199 gals.).
 BC1462
 BC1462.The modeled gravity was interpolated from observed gravity values.
 BC1462
 BC1462;                    North         East    Units  Estimated Accuracy
 BC1462;SPC FL E     -   637,118.      126,586.      MT  (+/- 10 meters HH2 GPS)
 BC1462
 BC1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP2661128033(NAD 83)
 BC1462
 BC1462                          SUPERSEDED SURVEY CONTROL
 BC1462
 BC1462  NAVD 88 (01/27/10)    1.639  (m)            5.38   (f) SUPERSEDED  2 1
 BC1462  NAVD 88 (04/25/02)    1.653  (m)            5.42   (f) SUPERSEDED  3 0
 BC1462
 BC1462.Superseded values are not recommended for survey control.
 BC1462
 BC1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BC1462.See file dsdata.pdf to determine how the superseded data were derived.
 BC1462
 BC1462_MARKER: DB = BENCH MARK DISK
 BC1462_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BC1462_SP_SET: BRIDGE FOOTING
 BC1462_STAMPING: 0434 A 1978
 BC1462_MARK LOGO: NOS
 BC1462_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BC1462+STABILITY: SURFACE MOTION
 BC1462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1462+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2021
 BC1462
 BC1462  HISTORY     - Date     Condition        Report By
 BC1462  HISTORY     - 1978     MONUMENTED       NOS
 BC1462  HISTORY     - 1978     GOOD             FLDNR
 BC1462  HISTORY     - 1987     GOOD             FLDNR
 BC1462  HISTORY     - 20041130 GOOD             FLDEP
 BC1462  HISTORY     - 20210301 GOOD             FLDEP
 BC1462
 BC1462                          STATION DESCRIPTION
 BC1462
 BC1462'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1462'7 MI NW FROM GREEN COVE SPRINGS.
 BC1462'BEGIN AT THE INTERSECTION OF KINGSLEY AVENUE IN ORANGE PARK AND U.S.
 BC1462'HIGHWAY 17. PROCEED SOUTHERLY ON U.S. HIGHWAY 17 FOR 4.5 MILES TO
 BC1462'STATE ROAD 220. PROCEED WESTERLY ON STATE ROAD 220 FOR 3.9 MILES TO
 BC1462'SLEEPY HOLLOW ROAD. PROCEED SOUTHERLY ON SLEEPY HOLLOW ROAD (SLEEPY
 BC1462'HOLLOW ROAD BECOMES A DIRT ROAD AFTER 0.35 MILES) FOR 1.2 MILES TO THE
 BC1462'INTERSECTION OF A DIRT DRIVE. PROCEED SOUTH ON DIRT DRIVE 0.25 MILES
 BC1462'TO THE MARK ON THE RIGHT 31 FEET SOUTHWEST OF THE CENTER LINE OF DIRT
 BC1462'DRIVE LEADING TO THE GAGE, 8 FEET NORTH OF NORTH SHORELINE OF BLACK
 BC1462'CREEK, 120 FEET WEST OF SOUTHERN COAST LINE RAILROAD BRIDGE, 17 FEET
 BC1462'NORTHEAST OF CYPRESS TREE.
 BC1462
 BC1462                          STATION RECOVERY (1987)
 BC1462
 BC1462'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1462'RECOVERED AS DESCRIBED.
 BC1462
 BC1462                          STATION RECOVERY (2004)
 BC1462
 BC1462'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1462'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1462'
 BC1462'LOCATED 4.0 SOUTH OF A TWIN 10-INCH (25 CM) SWEETGUM TREE AND 1.3 FT
 BC1462'(0.4 M) FROM THE SOUTH AND EAST  EDGES OF THE FOOTING.
 BC1462'
 BC1462'NOTE THE DIRT DRIVE IS NO LONGER ACCESSIBLE BY VEHICLE.
 BC1462
 BC1462                          STATION RECOVERY (2021)
 BC1462
 BC1462'RECOVERY NOTE BY FL DEPT OF ENV PRO 2021 (MLS)
 BC1462'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 BC1458 ***********************************************************************
 BC1458  TIDAL BM    -  This is a Tidal Bench Mark.
 BC1458  DESIGNATION -  872 0434 E
 BC1458  PID         -  BC1458
 BC1458  STATE/COUNTY-  FL/CLAY
 BC1458  COUNTRY     -  US
 BC1458  USGS QUAD   -  MIDDLEBURG (2018)
 BC1458
 BC1458                         *CURRENT SURVEY CONTROL
 BC1458  ______________________________________________________________________
 BC1458* NAD 83(1986) POSITION- 30 05 15.     (N) 081 45 40.     (W)   SCALED
 BC1458* NAVD 88 ORTHO HEIGHT -     4.608 (meters)       15.12  (feet) ADJUSTED
 BC1458  ______________________________________________________________________
 BC1458  GEOID HEIGHT    -        -28.100 (meters)                     GEOID18
 BC1458  DYNAMIC HEIGHT  -          4.602 (meters)       15.10  (feet) COMP
 BC1458  MODELED GRAVITY -    979,340.2   (mgal)                       NAVD 88
 BC1458
 BC1458  VERT ORDER      -  FIRST     CLASS II
 BC1458
 BC1458.The horizontal coordinates were scaled from a map and have
 BC1458.an estimated accuracy of +/- 6 seconds.
 BC1458
 BC1458.The orthometric height was determined by differential leveling and
 BC1458.adjusted by the NATIONAL GEODETIC SURVEY
 BC1458.in March 1997.
 BC1458
 BC1458.Significant digits in the geoid height do not necessarily reflect accuracy.
 BC1458.GEOID18 height accuracy estimate available here.
 BC1458
 BC1458.This Tidal Bench Mark is designated as VM 5191
 BC1458.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 BC1458
 BC1458.Click photographs - Photos may exist for this station.
 BC1458
 BC1458.The dynamic height is computed by dividing the NAVD 88
 BC1458.geopotential number by the normal gravity value computed on the
 BC1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BC1458.degrees latitude (g = 980.6199 gals.).
 BC1458
 BC1458.The modeled gravity was interpolated from observed gravity values.
 BC1458
 BC1458;                    North         East    Units  Estimated Accuracy
 BC1458;SPC FL E     -   637,810.      126,630.      MT  (+/- 180 meters Scaled)
 BC1458
 BC1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP266287(NAD 83)
 BC1458
 BC1458                          SUPERSEDED SURVEY CONTROL
 BC1458
 BC1458.No superseded survey control is available for this station.
 BC1458
 BC1458_MARKER: DB = BENCH MARK DISK
 BC1458_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BC1458_STAMPING: 0434 E 1978
 BC1458_MARK LOGO: NOS
 BC1458_PROJECTION: RECESSED 15 CENTIMETERS
 BC1458_MAGNETIC: N = NO MAGNETIC MATERIAL
 BC1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BC1458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BC1458+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2021
 BC1458
 BC1458  HISTORY     - Date     Condition        Report By
 BC1458  HISTORY     - 1978     MONUMENTED       NOS
 BC1458  HISTORY     - 1978     GOOD             FLDNR
 BC1458  HISTORY     - 1987     GOOD             FLDNR
 BC1458  HISTORY     - 19931013 GOOD             NGS
 BC1458  HISTORY     - 20041130 GOOD             FLDEP
 BC1458  HISTORY     - 20210301 GOOD             FLDEP
 BC1458
 BC1458                          STATION DESCRIPTION
 BC1458
 BC1458'DESCRIBED BY FL DEPT OF NAT RES 1978
 BC1458'7.4 MI NW FROM GREEN COVE SPRINGS.
 BC1458'BEGIN AT THE INTERSECTION OF KINGSLEY AVENUE IN ORANGE PARK AND U.S.
 BC1458'HIGHWAY 17. PROCEED SOUTHERLY ON U. S. HIGHWAY 17 FOR 4.5 MILES TO
 BC1458'STATE ROAD 220. PROCEED WESTERLY ON STATE ROAD 220 FOR 3.9 MILES TO
 BC1458'SLEEPY HOLLOW ROAD. PROCEED SOUTHERLY ON SLEEPY HOLLOW ROAD (SLEEPY
 BC1458'HOLLOW ROAD BECOMES A DIRT ROAD AFTER 0.35 MILES) FOR 1.2 MILES TO
 BC1458'THE MARK ON THE LEFT. MARK BEARS 22 FEET EAST OF THE CENTER LINE OF
 BC1458'THE DIRT ROAD LEADING TO THE GAGE, 4.5 FEET EAST OF A TELEPHONE POLE,
 BC1458'0.5 MILES NORTH OF TIDAL 0434 D.
 BC1458
 BC1458                          STATION RECOVERY (1987)
 BC1458
 BC1458'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 BC1458'RECOVERED AS DESCRIBED.
 BC1458
 BC1458                          STATION RECOVERY (1993)
 BC1458
 BC1458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993 (RLT)
 BC1458'THE MARK IS ABOUT 6.0 MI (9.7 KM) SOUTHWEST OF ORANGE PARK ON THE
 BC1458'SOUTHWEST SIDE OF DOCTORS LAKE IN SECTION 41, TOWNSHIP 5 SOUTH, RANGE
 BC1458'25 EAST. TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND
 BC1458'U.S. HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85
 BC1458'MI (2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE),
 BC1458'CONTINUE SOUTH ON U.S. HIGHWAY 17 FOR 4.4 MI (7.1 KM) TO THE JUNCTION
 BC1458'OF COUNTY ROAD 220 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD 220 AND GO
 BC1458'WEST FOR 3.85 MI (6.20 KM) TO THE SEABOARD COAST LINE RAILROAD,
 BC1458'CONTINUE WEST ON COUNTY ROAD 220 FOR 0.05 MI (0.08 KM) TO THE JUNCTION
 BC1458'OF COUNTY ROAD 220-C (SLEEPY HOLLOW ROAD) ON THE LEFT, TURN LEFT ON
 BC1458'COUNTY ROAD 220-C (SLEEPY HOLLOW ROAD) AND GO SOUTH FOR 1.0 MI (1.6
 BC1458'KM) TO THE MARK ON THE LEFT, SET ON THE TOP OF A COPPER COATED STEEL
 BC1458'ROD DRIVEN TO A DEPTH OF 32.0 FT (9.8 M) FLUSH WITH THE GROUND AND
 BC1458'LEVEL WITH THE ROAD. LOCATED 20.5 FT (6.2 M) EAST OF THE APPROXIMATE
 BC1458'CENTERLINE OF COUNTY ROAD 220-C (SLEEPY HOLLOW ROAD) AND 3.8 FT (1.2
 BC1458'M) EAST OF A TELEPHONE POLE WITH A GUY WIRE ATTACHED AND A WITNESS
 BC1458'PLAQUE ATTACHED AT GROUND LEVEL.
 BC1458
 BC1458                          STATION RECOVERY (2004)
 BC1458
 BC1458'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 BC1458'THE MARK WAS RECOVERED IN GOOD CONDITION.
 BC1458'
 BC1458'LOCATED 6.0 FT (1.8 M) WEST OF A POWER POLE GUY ANCHOR, 4.0 FT (1.2 M)
 BC1458'NORTHEAST OF A CARSONITE WITNESS  POST AND THE FOURTH WOODEN POWER
 BC1458'POLE WITH A GUY ANCHOR NORTH OF THE CAPPED  LANDFILL AREA AND 0.5 FT
 BC1458'(0.2 M) WEST OF A SECOND CARSONITE WITNESS POST.
 BC1458
 BC1458                          STATION RECOVERY (2021)
 BC1458
 BC1458'RECOVERY NOTE BY FL DEPT OF ENV PRO 2021 (MLS)
 BC1458'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC5774 ***********************************************************************
 AC5774  TIDAL BM    -  This is a Tidal Bench Mark.
 AC5774  DESIGNATION -  872 0434 F
 AC5774  PID         -  AC5774
 AC5774  STATE/COUNTY-  FL/CLAY
 AC5774  COUNTRY     -  US
 AC5774  USGS QUAD   -  MIDDLEBURG (2018)
 AC5774
 AC5774                         *CURRENT SURVEY CONTROL
 AC5774  ______________________________________________________________________
 AC5774* NAD 83(1986) POSITION- 30 05 27.     (N) 081 45 46.     (W)   SCALED
 AC5774* NAVD 88 ORTHO HEIGHT -     4.371 (meters)       14.34  (feet) ADJUSTED
 AC5774  ______________________________________________________________________
 AC5774  GEOID HEIGHT    -        -28.101 (meters)                     GEOID18
 AC5774  DYNAMIC HEIGHT  -          4.365 (meters)       14.32  (feet) COMP
 AC5774  MODELED GRAVITY -    979,340.5   (mgal)                       NAVD 88
 AC5774
 AC5774  VERT ORDER      -  FIRST     CLASS II
 AC5774
 AC5774.The horizontal coordinates were scaled from a map and have
 AC5774.an estimated accuracy of +/- 6 seconds.
 AC5774
 AC5774.The orthometric height was determined by differential leveling and
 AC5774.adjusted by the NATIONAL GEODETIC SURVEY
 AC5774.in January 2010.
 AC5774
 AC5774.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5774.GEOID18 height accuracy estimate available here.
 AC5774
 AC5774.This Tidal Bench Mark is designated as VM 19364
 AC5774.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC5774
 AC5774.Click photographs - Photos may exist for this station.
 AC5774
 AC5774.The dynamic height is computed by dividing the NAVD 88
 AC5774.geopotential number by the normal gravity value computed on the
 AC5774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5774.degrees latitude (g = 980.6199 gals.).
 AC5774
 AC5774.The modeled gravity was interpolated from observed gravity values.
 AC5774
 AC5774;                    North         East    Units  Estimated Accuracy
 AC5774;SPC FL E     -   638,180.      126,470.      MT  (+/- 180 meters Scaled)
 AC5774
 AC5774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP264290(NAD 83)
 AC5774
 AC5774                          SUPERSEDED SURVEY CONTROL
 AC5774
 AC5774  NAVD 88 (03/06/97)    4.367  (m)           14.33   (f) SUPERSEDED  1 2
 AC5774
 AC5774.Superseded values are not recommended for survey control.
 AC5774
 AC5774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC5774.See file dsdata.pdf to determine how the superseded data were derived.
 AC5774
 AC5774_MARKER: DB = BENCH MARK DISK
 AC5774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC5774_STAMPING: 0434 F 1993
 AC5774_MARK LOGO: NOS
 AC5774_PROJECTION: RECESSED 3 CENTIMETERS
 AC5774_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5774+STABILITY: SURFACE MOTION
 AC5774_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5774+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2021
 AC5774
 AC5774  HISTORY     - Date     Condition        Report By
 AC5774  HISTORY     - 1993     MONUMENTED       FLDEP
 AC5774  HISTORY     - 20041130 GOOD             FLDEP
 AC5774  HISTORY     - 20210301 GOOD             FLDEP
 AC5774
 AC5774                          STATION DESCRIPTION
 AC5774
 AC5774'DESCRIBED BY FL DEPT OF ENV PRO 1993 (LGB)
 AC5774'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF ORANGE PARK, 11.0 MI
 AC5774'(17.7 KM) NORTHWEST OF GREEN COVE SPRINGS IN SECTION 41, TOWNSHIP 5
 AC5774'SOUTH, RANGE 25 EAST. TO REACH THE MARK FROM THE INTERSECTION OF
 AC5774'INTERSTATE 295 AND U.S. HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S.
 AC5774'HIGHWAY 17 FOR 1.85 MI (2.98 KM) TO THE INTERSECTION OF STATE ROAD 224
 AC5774'(KINGSLEY AVENUE), CONTINUE SOUTH ON U.S. HIGHWAY 17 FOR 4.4 MI (7.1
 AC5774'KM) TO THE JUNCTION OF COUNTY ROAD 220 ON THE RIGHT, TURN RIGHT ON
 AC5774'COUNTY ROAD 220 AND GO WEST FOR 3.85 MI (6.20 KM) TO THE SEABOARD
 AC5774'COAST LINE RAILROAD, CONTINUE WEST ON COUNTY ROAD 220 FOR 0.5 MI (0.8
 AC5774'KM) TO THE JUNCTION OF COUNTY ROAD 220-C (SLEEPY HOLLOW ROAD) ON THE
 AC5774'LEFT, TURN LEFT ON COUNTY ROAD 220-C (SLEEPY HOLLOW ROAD) AND GO SOUTH
 AC5774'FOR 0.75 MI (1.21 KM) TO THE MARK ON THE LEFT SET IN THE TOP OF A
 AC5774'CONCRETE MONUMENT FLUSH WITH GROUND. LOCATED 51.0 FT (15.5 M)
 AC5774'SOUTHWEST OF THE MOST WESTERLY RAIL OF THE RAILROAD TRACKS, 17.5 FT
 AC5774'(5.3 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 220-C
 AC5774'(SLEEPY HOLLOW ROAD) AND 3.5 FT (1.1 M) NORTHEAST OF A POWER POLE WITH
 AC5774'A WITNESS POST.
 AC5774
 AC5774                          STATION RECOVERY (2004)
 AC5774
 AC5774'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 AC5774'THE MARK WAS RECOVERED IN GOOD CONDITION.
 AC5774'
 AC5774'LOCATED 3.5 FT (1.1 M) NORTH OF A POWER POLE AND 0.5 FT (0.2 M) WEST
 AC5774'OF A SECOND CARSONITE WITNESS  POST.
 AC5774
 AC5774                          STATION RECOVERY (2021)
 AC5774
 AC5774'RECOVERY NOTE BY FL DEPT OF ENV PRO 2021 (MLS)
 AC5774'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC5775 ***********************************************************************
 AC5775  TIDAL BM    -  This is a Tidal Bench Mark.
 AC5775  DESIGNATION -  872 0434 G
 AC5775  PID         -  AC5775
 AC5775  STATE/COUNTY-  FL/CLAY
 AC5775  COUNTRY     -  US
 AC5775  USGS QUAD   -  MIDDLEBURG (2018)
 AC5775
 AC5775                         *CURRENT SURVEY CONTROL
 AC5775  ______________________________________________________________________
 AC5775* NAD 83(1986) POSITION- 30 05 46.     (N) 081 45 59.     (W)   SCALED
 AC5775* NAVD 88 ORTHO HEIGHT -     4.582 (meters)       15.03  (feet) ADJUSTED
 AC5775  ______________________________________________________________________
 AC5775  GEOID HEIGHT    -        -28.102 (meters)                     GEOID18
 AC5775  DYNAMIC HEIGHT  -          4.576 (meters)       15.01  (feet) COMP
 AC5775  MODELED GRAVITY -    979,340.9   (mgal)                       NAVD 88
 AC5775
 AC5775  VERT ORDER      -  FIRST     CLASS II
 AC5775
 AC5775.The horizontal coordinates were scaled from a map and have
 AC5775.an estimated accuracy of +/- 6 seconds.
 AC5775
 AC5775.The orthometric height was determined by differential leveling and
 AC5775.adjusted by the NATIONAL GEODETIC SURVEY
 AC5775.in March 1997.
 AC5775
 AC5775.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC5775.GEOID18 height accuracy estimate available here.
 AC5775
 AC5775.This Tidal Bench Mark is designated as VM 19365
 AC5775.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC5775
 AC5775.Click photographs - Photos may exist for this station.
 AC5775
 AC5775.The dynamic height is computed by dividing the NAVD 88
 AC5775.geopotential number by the normal gravity value computed on the
 AC5775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC5775.degrees latitude (g = 980.6199 gals.).
 AC5775
 AC5775.The modeled gravity was interpolated from observed gravity values.
 AC5775
 AC5775;                    North         East    Units  Estimated Accuracy
 AC5775;SPC FL E     -   638,770.      126,130.      MT  (+/- 180 meters Scaled)
 AC5775
 AC5775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP261296(NAD 83)
 AC5775
 AC5775                          SUPERSEDED SURVEY CONTROL
 AC5775
 AC5775.No superseded survey control is available for this station.
 AC5775
 AC5775_MARKER: DB = BENCH MARK DISK
 AC5775_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC5775+WITH SETTING: PAVEMENT
 AC5775_SP_SET: SIGNAL LIGHT BASE
 AC5775_STAMPING: 0434 G 1993
 AC5775_MARK LOGO: NOS
 AC5775_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC5775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC5775+STABILITY: SURFACE MOTION
 AC5775_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC5775+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2004
 AC5775
 AC5775  HISTORY     - Date     Condition        Report By
 AC5775  HISTORY     - 1993     MONUMENTED       FLDEP
 AC5775  HISTORY     - 20041130 GOOD             FLDEP
 AC5775  HISTORY     - 20210301 MARK NOT FOUND   FLDEP
 AC5775
 AC5775                          STATION DESCRIPTION
 AC5775
 AC5775'DESCRIBED BY FL DEPT OF ENV PRO 1993 (LGB)
 AC5775'THE MARK IS ABOUT 8.0 MI (12.9 KM) SOUTHWEST OF ORANGE, 11.0 MI (17.7
 AC5775'KM) NORTHWEST OF GREEN COVE SPRINGS IN SECTION 2, TOWNSHIP 5 SOUTH,
 AC5775'RANGE 25 EAST. TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE
 AC5775'295 AND U.S. HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17
 AC5775'FOR 1.85 MI (2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY
 AC5775'AVENUE), CONTINUE SOUTH ON U.S. HIGHWAY 17 FOR 4.4 MI (7.1 KM) TO THE
 AC5775'JUNCTION OF COUNTY ROAD 220 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD
 AC5775'220 AND GO WEST FOR 3.85 MI (6.20 KM) TO THE SEABOARD COAST LINE
 AC5775'RAILROAD, CONTINUE WEST ON COUNTY ROAD 220 FOR 0.5 MI (0.8 KM) TO THE
 AC5775'JUNCTION OF COUNTY ROAD 220-C (SLEEPY HOLLOW ROAD) ON THE LEFT, TURN
 AC5775'LEFT ON COUNTY ROAD 220-C (SLEEPY HOLLOW ROAD) AND GO SOUTH FOR 0.35
 AC5775'MI (0.56 KM) TO THE MARK ON THE LEFT SET IN THE BASE OF A RAILROAD
 AC5775'SIGNAL LIGHT APROXIMATELY 1.75 FT (0.53 M) ABOVE THE LEVEL OF THE
 AC5775'GROUND, 67.0 FT (20.4 M) NORTHEAST OF THE APROXIMATE CENTERLINE OF
 AC5775'COUNTY ROAD 220-C (SLEEPY HOLLOW ROAD), 10.4 FT (3.2 M) SOUTHWEST OF
 AC5775'THE WEST RAIL OF THE RAILROAD TRACKS, 6.2 FT (1.9 M) NORTH-NORTHEAST
 AC5775'OF A GREY METAL RAILROAD SIGNAL CONTROL BOX AND 0.65 FT (19.81 CM)
 AC5775'NORTHEAST OF A CARSONITE WITNESS POST.
 AC5775
 AC5775                          STATION RECOVERY (2004)
 AC5775
 AC5775'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 AC5775'THE MARK WAS RECOVERED IN GOOD CONDITION.
 AC5775'
 AC5775'LOCATED 5.8 FT (1.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A 4.0 FT
 AC5775'(1.2 M) SQUARE ALUMINUM RAILROAD  CONTROL BOX.
 AC5775
 AC5775                          STATION RECOVERY (2021)
 AC5775
 AC5775'RECOVERY NOTE BY FL DEPT OF ENV PRO 2021 (MLS)
 AC5775'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5341 ***********************************************************************
 DL5341  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5341  DESIGNATION -  872 0434 H
 DL5341  PID         -  DL5341
 DL5341  STATE/COUNTY-  FL/CLAY
 DL5341  COUNTRY     -  US
 DL5341  USGS QUAD   -  MIDDLEBURG (2018)
 DL5341
 DL5341                         *CURRENT SURVEY CONTROL
 DL5341  ______________________________________________________________________
 DL5341* NAD 83(1986) POSITION- 30 05 03.     (N) 081 45 40.     (W)   SCALED
 DL5341* NAVD 88 ORTHO HEIGHT -     3.129 (meters)       10.27  (feet) ADJUSTED
 DL5341  ______________________________________________________________________
 DL5341  GEOID HEIGHT    -        -28.099 (meters)                     GEOID18
 DL5341  DYNAMIC HEIGHT  -          3.125 (meters)       10.25  (feet) COMP
 DL5341  MODELED GRAVITY -    979,339.9   (mgal)                       NAVD 88
 DL5341
 DL5341  VERT ORDER      -  SECOND    CLASS I
 DL5341
 DL5341.The horizontal coordinates were scaled from a map and have
 DL5341.an estimated accuracy of +/- 6 seconds.
 DL5341
 DL5341.The orthometric height was determined by differential leveling and
 DL5341.adjusted by the NATIONAL GEODETIC SURVEY
 DL5341.in January 2010.
 DL5341
 DL5341.No vertical observational check was made to the station.
 DL5341
 DL5341.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5341.GEOID18 height accuracy estimate available here.
 DL5341
 DL5341.This Tidal Bench Mark is designated as VM 19366
 DL5341.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5341
 DL5341.Click photographs - Photos may exist for this station.
 DL5341
 DL5341.The dynamic height is computed by dividing the NAVD 88
 DL5341.geopotential number by the normal gravity value computed on the
 DL5341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5341.degrees latitude (g = 980.6199 gals.).
 DL5341
 DL5341.The modeled gravity was interpolated from observed gravity values.
 DL5341
 DL5341;                    North         East    Units  Estimated Accuracy
 DL5341;SPC FL E     -   637,440.      126,630.      MT  (+/- 180 meters Scaled)
 DL5341
 DL5341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP266283(NAD 83)
 DL5341
 DL5341                          SUPERSEDED SURVEY CONTROL
 DL5341
 DL5341.No superseded survey control is available for this station.
 DL5341
 DL5341_MARKER: DD = SURVEY DISK
 DL5341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5341_STAMPING: 0434 H 2004
 DL5341_MARK LOGO: FLDEP
 DL5341_PROJECTION: FLUSH
 DL5341_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5341+STABILITY: SURFACE MOTION
 DL5341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5341+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2021
 DL5341
 DL5341  HISTORY     - Date     Condition        Report By
 DL5341  HISTORY     - 20040218 MONUMENTED       FLDEP
 DL5341  HISTORY     - 20210301 GOOD             FLDEP
 DL5341
 DL5341                          STATION DESCRIPTION
 DL5341
 DL5341'DESCRIBED BY FL DEPT OF ENV PRO 2004
 DL5341'THE MARK IS 7.2 MI (11.6 KM) NORTHWEST FROM GREEN COVE SPRINGS, IN
 DL5341'SECTION 12, TOWNSHIP 5 SOUTH, RANGE 25 EAST.
 DL5341'
 DL5341'TO REACH THE MARK FROM THE INTERSECTION OF KINGSLEY AVENUE AND U.S.
 DL5341'HIGHWAY 17 IN  ORANGE PARK, GO SOUTHERLY ON U.S. HIGHWAY 17 FOR 4.5 MI
 DL5341'(7.2 KM) TO THE INTERSECTION OF STATE  ROAD 220.  TURN RIGHT ON STATE
 DL5341'ROAD 220 AND GO WEST FOR 3.9 MI (6.3 KM) TO THE CSX RAILROAD  CROSSING
 DL5341'AND SLEEPY HOLLOW ROAD ON THE LEFT.  TURN LEFT ON SLEEPY HOLLOW ROAD
 DL5341'AND GO  SOUTHERLY FOR 1.2 MI (1.9 KM) TO THE ENTRANCE AND SCALES TO
 DL5341'THE CLAY COUNTY LANDFILL ON THE  RIGHT AND THE MARK APPROXIMATELY
 DL5341'340.0 FT (103.6 M) SOUTH OF THE EAST-WEST LANDFILL ENTRANCE  ROAD NEAR
 DL5341'THE BOTTOM OF THE WEST SLOPE OF THE CSX RAILROAD, SET IN THE TOP OF A
 DL5341'ROUND  CONCRETE MONUMENT FLUSH WITH THE GROUND.
 DL5341'
 DL5341'LOCATED 67.2 FT (20.5 M) WEST OF THE WEST RAIL OF THE CSX RAILROAD
 DL5341'MAIN TRACK, 61.0 FT (18.6 M)  NORTH-NORTHEAST OF A 10-INCH (25 CM)
 DL5341'WOODEN POWER POLE, 27.0 FT (8.2 M) NORTH OF THE GROUNDWATER
 DL5341'MONITORING WELL GP 8, 16.9 FT (5.2 M) NORTH-NORTHWEST OF A SECOND
 DL5341'MONITOR WELL ENCASED IN A  SQUARE STEEL PIPE AND 1.9 FT (0.6 M) WEST
 DL5341'OF A CARSONITE WITNESS POST.
 DL5341
 DL5341                          STATION RECOVERY (2021)
 DL5341
 DL5341'RECOVERY NOTE BY FL DEPT OF ENV PRO 2021 (MLS)
 DL5341'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR7019 ***********************************************************************
 DR7019  TIDAL BM    -  This is a Tidal Bench Mark.
 DR7019  DESIGNATION -  872 0434 J
 DR7019  PID         -  DR7019
 DR7019  STATE/COUNTY-  FL/CLAY
 DR7019  COUNTRY     -  US
 DR7019  USGS QUAD   -  MIDDLEBURG (2018)
 DR7019
 DR7019                         *CURRENT SURVEY CONTROL
 DR7019  ______________________________________________________________________
 DR7019* NAD 83(1986) POSITION- 30 05 59.97   (N) 081 46 17.89   (W)   HD_HELD1
 DR7019* NAVD 88 ORTHO HEIGHT -     3.498 (meters)       11.48  (feet) ADJUSTED
 DR7019  ______________________________________________________________________
 DR7019  GEOID HEIGHT    -        -28.102 (meters)                     GEOID18
 DR7019  DYNAMIC HEIGHT  -          3.494 (meters)       11.46  (feet) COMP
 DR7019  MODELED GRAVITY -    979,341.0   (mgal)                       NAVD 88
 DR7019
 DR7019  VERT ORDER      -  SECOND    CLASS I
 DR7019
 DR7019.The horizontal coordinates were determined by differentially corrected
 DR7019.hand held GPS observations or other comparable positioning techniques
 DR7019.and have an estimated accuracy of +/- 3 meters.
 DR7019
 DR7019.The orthometric height was determined by differential leveling and
 DR7019.adjusted by the NATIONAL GEODETIC SURVEY
 DR7019.in October 2021.
 DR7019
 DR7019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7019.GEOID18 height accuracy estimate available here.
 DR7019
 DR7019.This Tidal Bench Mark is designated as VM 24482
 DR7019.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR7019
 DR7019.Click photographs - Photos may exist for this station.
 DR7019
 DR7019.The dynamic height is computed by dividing the NAVD 88
 DR7019.geopotential number by the normal gravity value computed on the
 DR7019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7019.degrees latitude (g = 980.6199 gals.).
 DR7019
 DR7019.The modeled gravity was interpolated from observed gravity values.
 DR7019
 DR7019;                    North         East    Units  Estimated Accuracy
 DR7019;SPC FL E     -   639,202.5     125,625.7     MT  (+/- 3 meters HH1 GPS) 
 DR7019
 DR7019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP2565130116(NAD 83)
 DR7019
 DR7019                          SUPERSEDED SURVEY CONTROL
 DR7019
 DR7019.No superseded survey control is available for this station.
 DR7019
 DR7019_MARKER: F = FLANGE-ENCASED ROD
 DR7019_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7019_STAMPING: 0434 J 2021
 DR7019_MARK LOGO: FLDEP
 DR7019_PROJECTION: RECESSED 5 CENTIMETERS
 DR7019_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR7019_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7019+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2021
 DR7019_ROD/PIPE-DEPTH: 11.0 meters
 DR7019
 DR7019  HISTORY     - Date     Condition        Report By
 DR7019  HISTORY     - 20210301 MONUMENTED       FLDEP
 DR7019
 DR7019                          STATION DESCRIPTION
 DR7019
 DR7019'DESCRIBED BY FL DEPT OF ENV PRO 2021 (MLS)
 DR7019'THE MARK IS ABOUT 8.6 MI (13.8 KM) NORTH-NORTHEAST OF PENNEY FARMS,
 DR7019'6.0 MI (9.7 KM) SOUTHWEST OF ORANGE PARK, 5.7 MI (9.2 KM)
 DR7019'EAST-NORTHEAST OF MIDDLEBURG, IN SECTION 2, TOWNSHIP 5 SOUTH, RANGE 25
 DR7019'EAST.
 DR7019'
 DR7019'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 295 AND U.S.
 DR7019'HIGHWAY 17 IN ORANGE PARK, GO SOUTH ON U.S. HIGHWAY 17 FOR 1.85 MI
 DR7019'(2.98 KM) TO THE INTERSECTION OF STATE ROAD 224 (KINGSLEY AVENUE).
 DR7019'CONTINUE SOUTH ON U.S. HIGHWAY 17 FOR 4.4 MI (7.1 KM) TO THE SEABOARD
 DR7019'COAST LINE RAILROAD.  CONTINUE WEST ON COUNTY ROAD 220 FOR 0.15 MI
 DR7019'(0.24 KM) TO THE JUNCTION OF THE ENTRANCE TO BLACK CREEK PARK AND RIDE
 DR7019'ON THE LEFT AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO
 DR7019'REFUSAL AT A DEPTH OF 36.0 FT (11.0 M) WITH A 6-INCH (15 CM) (FLDEP)
 DR7019'LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 3.8
 DR7019'FT (1.2 M) ABOVE THE LEVEL OF THE ROAD, THE DATUM POINT IS RECESSED
 DR7019'0.2 FT (6 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR7019'
 DR7019'LOCATED 423.0 FT (128.9 M) WEST OF BLACK CREEK PARK ENTRANCE, 70.5 FT
 DR7019'(21.5 M) SOUTH OF THE APPROXIMANT CENTERLINE OF COUNTY ROAD 220, 46.6
 DR7019'FT (14.2 M) NORTH OF 12-INCH (30 CM) DIAMETER HICKORY, 11.5 FT (3.5 M)
 DR7019'WEST OF THE SOUTHERN POST OF BLACK CREEK PARK-N-RIDE SIGN AND 4.0 FT
 DR7019'(1.2 M) NORTH-NORTHWEST OF THE CONCRETE BOX INLET.
 DR7019'
 DR7019'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR7019'
 DR7019'NOTE-ACCESS TO THE DATUM POINT CAN BE HAD THROUGH A 6-INCH (15 CM)
 DR7019'(FLDEP) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5784 ***********************************************************************
 DL5784  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5784  DESIGNATION -  872 0494 A
 DL5784  PID         -  DL5784
 DL5784  STATE/COUNTY-  FL/ST JOHNS
 DL5784  COUNTRY     -  US
 DL5784  USGS QUAD   -  SAINT AUGUSTINE (2018)
 DL5784
 DL5784                         *CURRENT SURVEY CONTROL
 DL5784  ______________________________________________________________________
 DL5784* NAD 83(1986) POSITION- 29 59 41.8    (N) 081 19 44.0    (W)   HD_HELD2
 DL5784* NAVD 88 ORTHO HEIGHT -     1.945 (meters)        6.38  (feet) ADJUSTED
 DL5784  ______________________________________________________________________
 DL5784  GEOID HEIGHT    -        -28.534 (meters)                     GEOID18
 DL5784  DYNAMIC HEIGHT  -          1.943 (meters)        6.37  (feet) COMP
 DL5784  MODELED GRAVITY -    979,336.3   (mgal)                       NAVD 88
 DL5784
 DL5784  VERT ORDER      -  FIRST     CLASS II
 DL5784
 DL5784.The horizontal coordinates were established by autonomous hand held GPS
 DL5784.observations and have an estimated accuracy of +/- 10 meters.
 DL5784
 DL5784.The orthometric height was determined by differential leveling and
 DL5784.adjusted by the NATIONAL GEODETIC SURVEY
 DL5784.in January 2010.
 DL5784
 DL5784.No vertical observational check was made to the station.
 DL5784
 DL5784.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5784.GEOID18 height accuracy estimate available here.
 DL5784
 DL5784.This Tidal Bench Mark is designated as VM 19691
 DL5784.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5784
 DL5784.Click photographs - Photos may exist for this station.
 DL5784
 DL5784.The dynamic height is computed by dividing the NAVD 88
 DL5784.geopotential number by the normal gravity value computed on the
 DL5784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5784.degrees latitude (g = 980.6199 gals.).
 DL5784
 DL5784.The modeled gravity was interpolated from observed gravity values.
 DL5784
 DL5784;                    North         East    Units  Estimated Accuracy
 DL5784;SPC FL E     -   627,353.      168,267.      MT  (+/- 10 meters HH2 GPS)
 DL5784
 DL5784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6827718270(NAD 83)
 DL5784
 DL5784                          SUPERSEDED SURVEY CONTROL
 DL5784
 DL5784.No superseded survey control is available for this station.
 DL5784
 DL5784_MARKER: F = FLANGE-ENCASED ROD
 DL5784_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL5784_STAMPING: 0494 A 2004
 DL5784_MARK LOGO: NGS
 DL5784_PROJECTION: RECESSED 3 CENTIMETERS
 DL5784_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5784_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5784+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2021
 DL5784_ROD/PIPE-DEPTH: 9.3 meters
 DL5784
 DL5784  HISTORY     - Date     Condition        Report By
 DL5784  HISTORY     - 2004     MONUMENTED       FLDEP
 DL5784  HISTORY     - 20070426 GOOD             FLDEP
 DL5784  HISTORY     - 20141203 GOOD             FL-109
 DL5784  HISTORY     - 20210902 GOOD             FLDEP
 DL5784
 DL5784                          STATION DESCRIPTION
 DL5784
 DL5784'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5784'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTH OF SAINT AUGUSTINE, 1.8 MI
 DL5784'(2.9 KM) SOUTH-SOUTHWEST OF SOUTH PONTE VEDRA BEACH, IN THE GUANA
 DL5784'RIVER STATE PARK, IN SECTION 41, TOWNSHIP 6 SOUTH, RANGE 30 EAST.
 DL5784'
 DL5784'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DL5784'SPRINGS) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE NORTH
 DL5784'SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE LEON
 DL5784'BOULEVARD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF WEST SAN CARLOS
 DL5784'AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT, TURN LEFT ON WEST SAN
 DL5784'CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF SAN
 DL5784'MARCO AVENUE (STATE HIGHWAY A1A NORTH), TURN LEFT ON SAN MARCO AVENUE
 DL5784'(STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5 M) TO
 DL5784'THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE RIGHT,
 DL5784'TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST FOR 1.8
 DL5784'MI (2.9 KM) TO THE JUNCTION OF STATE HIGHWAY A1A NORTH (COASTAL
 DL5784'HIGHWAY) ON THE LEFT, TURN LEFT ON STATE HIGHWAY A1A NORTH (COASTAL
 DL5784'HIGHWAY) AND GO NORTH FOR 7.5 MI (12.1 KM) TO THE SOUTH ENTRANCE TO
 DL5784'GUANA RIVER STATE PARK ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD AND
 DL5784'GO WESTERLY FOR 0.3 MI (PASSING BY GUANA DAM) TO A LOCKED GATE,
 DL5784'CONTINUE WESTERLY ON THE PARK ROAD FOR 0.3 MI (0.5 KM) TO THE
 DL5784'INTERSECTION OF A HIKING TRAIL (AT MARKER POST NUMBER 1, GUANA LOOP
 DL5784'TRAIL), CONTINUE WESTERLY ON THE HIKING TRAIL (SHELL BLUFF ROAD) FOR
 DL5784'0.5 MI (0.8 KM) TO THE Y-JUNCTION OF THE HIKING TRAIL (AT MARKER POST
 DL5784'NUMBER 7), BEAR LEFT ON THE HIKING TRAIL (GUANA LOOP TRAIL) AND GO
 DL5784'SOUTHERLY FOR 1.15 MI (1.9 KM) TO THE JUNCTION OF A HIKING TRAIL (AT
 DL5784'MARKER POST NUMBER 9), TURN RIGHT ON THE HIKING TRAIL AND GO SOUTH FOR
 DL5784'0.45 MI (0.7 KM) TO THE END OF TRUCK TRAVEL, NOW BY WALKING GO
 DL5784'SOUTHEASTERLY FOR ABOUT 1671.0 FT (509.3 M) TO THE MARK ON THE LEFT, A
 DL5784'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 30.4 FT (9.3 M)
 DL5784'WITH A NGS LOGO CAP RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE
 DL5784'GROUND AND BELOW THE LEVEL OF THE HIKING TRAIL, THE DATUM POINT IS
 DL5784'RECESSED 0.4 FT (0.1 M) BELOW THE LEVEL OF THE NGS LOGO CAP.
 DL5784'
 DL5784'LOCATED 278.0 FT (84.7 M) SOUTH OF A FLDEP SURVEY DISK STAMPED 0494 B
 DL5784'2004, 108.0 FT (32.9 M) EAST OF THE TOP OF THE HIGH BLUFF BANK ALONG
 DL5784'THE EAST SIDE OF THE RIVER, 24.7 FT (7.5 M) NORTH OF A 30-INCH (76 CM)
 DL5784'DIAMETER PINE TREE, 24.0 FT (7.3 M) EAST OF THE HIKING TRAIL AND 12.8
 DL5784'FT (3.9 M) SOUTH OF A 28-INCH (71 CM) DIAMETER HICKORY TREE.
 DL5784'
 DL5784'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DL5784'
 DL5784'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL5784'LOGO CAP.
 DL5784
 DL5784                          STATION RECOVERY (2014)
 DL5784
 DL5784'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)
 DL5784'RECOVERED IN GOOD CONDITION.
 DL5784
 DL5784                          STATION RECOVERY (2021)
 DL5784
 DL5784'RECOVERY NOTE BY FL DEPT OF ENV PRO 2021 (DMP)
 DL5784'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5726 ***********************************************************************
 DL5726  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5726  DESIGNATION -  872 0494 B
 DL5726  PID         -  DL5726
 DL5726  STATE/COUNTY-  FL/ST JOHNS
 DL5726  COUNTRY     -  US
 DL5726  USGS QUAD   -  SAINT AUGUSTINE (2018)
 DL5726
 DL5726                         *CURRENT SURVEY CONTROL
 DL5726  ______________________________________________________________________
 DL5726* NAD 83(1986) POSITION- 29 59 44.5    (N) 081 19 45.0    (W)   HD_HELD2
 DL5726* NAVD 88 ORTHO HEIGHT -     1.689 (meters)        5.54  (feet) ADJUSTED
 DL5726  ______________________________________________________________________
 DL5726  GEOID HEIGHT    -        -28.533 (meters)                     GEOID18
 DL5726  DYNAMIC HEIGHT  -          1.687 (meters)        5.53  (feet) COMP
 DL5726  MODELED GRAVITY -    979,336.4   (mgal)                       NAVD 88
 DL5726
 DL5726  VERT ORDER      -  FIRST     CLASS II
 DL5726
 DL5726.The horizontal coordinates were established by autonomous hand held GPS
 DL5726.observations and have an estimated accuracy of +/- 10 meters.
 DL5726
 DL5726.The orthometric height was determined by differential leveling and
 DL5726.adjusted by the NATIONAL GEODETIC SURVEY
 DL5726.in January 2023.
 DL5726
 DL5726.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5726.GEOID18 height accuracy estimate available here.
 DL5726
 DL5726.This Tidal Bench Mark is designated as VM 19692
 DL5726.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5726
 DL5726.Click photographs - Photos may exist for this station.
 DL5726
 DL5726.The dynamic height is computed by dividing the NAVD 88
 DL5726.geopotential number by the normal gravity value computed on the
 DL5726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5726.degrees latitude (g = 980.6199 gals.).
 DL5726
 DL5726.The modeled gravity was interpolated from observed gravity values.
 DL5726
 DL5726;                    North         East    Units  Estimated Accuracy
 DL5726;SPC FL E     -   627,436.      168,240.      MT  (+/- 10 meters HH2 GPS)
 DL5726
 DL5726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6825118353(NAD 83)
 DL5726
 DL5726                          SUPERSEDED SURVEY CONTROL
 DL5726
 DL5726  NAVD 88 (01/27/10)    1.691  (m)            5.55   (f) SUPERSEDED  1 2
 DL5726
 DL5726.Superseded values are not recommended for survey control.
 DL5726
 DL5726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5726.See file dsdata.pdf to determine how the superseded data were derived.
 DL5726
 DL5726_MARKER: DD = SURVEY DISK
 DL5726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5726_STAMPING: 0494 B 2004
 DL5726_MARK LOGO: FLDEP
 DL5726_PROJECTION: FLUSH
 DL5726_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5726+STABILITY: SURFACE MOTION
 DL5726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5726+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2021
 DL5726
 DL5726  HISTORY     - Date     Condition        Report By
 DL5726  HISTORY     - 2004     MONUMENTED       FLDEP
 DL5726  HISTORY     - 20070426 GOOD             FLDEP
 DL5726  HISTORY     - 20210902 GOOD             FLDEP
 DL5726
 DL5726                          STATION DESCRIPTION
 DL5726
 DL5726'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5726'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTH OF SAINT AUGUSTINE, 1.8 MI
 DL5726'(2.9 KM) SOUTH-SOUTHWEST OF SOUTH PONTE VEDRA BEACH, IN THE GUANA
 DL5726'RIVER STATE PARK, IN SECTION 41, TOWNSHIP 6 SOUTH, RANGE 30 EAST.
 DL5726'
 DL5726'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DL5726'SPRINGS) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE NORTH
 DL5726'SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE LEON
 DL5726'BOULEVARD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF WEST SAN CARLOS
 DL5726'AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT, TURN LEFT ON WEST SAN
 DL5726'CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF SAN
 DL5726'MARCO AVENUE (STATE HIGHWAY A1A NORTH), TURN LEFT ON SAN MARCO AVENUE
 DL5726'(STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5 M) TO
 DL5726'THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE RIGHT,
 DL5726'TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST FOR 1.8
 DL5726'MI (2.9 KM) TO THE JUNCTION OF STATE HIGHWAY A1A NORTH (COASTAL
 DL5726'HIGHWAY) ON THE LEFT, TURN LEFT ON STATE HIGHWAY A1A NORTH (COASTAL
 DL5726'HIGHWAY) AND GO NORTH FOR 7.5 MI (12.1 KM) TO THE SOUTH ENTRANCE TO
 DL5726'GUANA RIVER STATE PARK ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD AND
 DL5726'GO WESTERLY FOR 0.3 MI (PASSING BY GUANA DAM) TO A LOCKED GATE,
 DL5726'CONTINUE WESTERLY ON THE PARK ROAD FOR 0.3 MI (0.5 KM) TO THE
 DL5726'INTERSECTION OF A HIKING TRAIL (AT MARKER POST NUMBER 1, GUANA LOOP
 DL5726'TRAIL), CONTINUE WESTERLY ON THE HIKING TRAIL (SHELL BLUFF ROAD) FOR
 DL5726'0.5 MI (0.8 KM) TO A Y-JUNCTION (AT MARKER POST NUMBER 7), BEAR LEFT
 DL5726'ON THE HIKING TRAIL (GUANA LOOP TRAIL) AND GO SOUTHERLY FOR 1.15 MI
 DL5726'(1.9 KM) TO THE JUNCTION OF A HIKING TRAIL (AT MARKER POST NUMBER 9),
 DL5726'TURN RIGHT ON THE HIKING TRAIL AND GO SOUTH FOR 0.45 MI (0.7 KM) TO
 DL5726'THE END OF TRUCK TRAVEL, NOW BY WALKING GO SOUTHEASTERLY FOR ABOUT
 DL5726'1393.0 FT (424.6 M) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 DL5726'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE HIKING
 DL5726'TRAIL.
 DL5726'
 DL5726'LOCATED 278.0 FT (84.7 M) SOUTH OF NGS ROD MARK STAMPED 0494 C 2004,
 DL5726'278.0 FT (84.7 M) NORTH OF NGS ROD MARK STAMPED 0494 A 2004, 101.0 FT
 DL5726'(30.8 M) EAST OF THE HIGH BLUFF BANK ON THE EAST SIDE OF THE RIVER,
 DL5726'37.7 FT (11.5 M) EAST OF A 32-INCH (81 CM) PINE TREE ON THE WEST SIDE
 DL5726'OF THE HIKING TRAIL, 29.4 FT (9.0 M) SOUTH OF AN 18-INCH (46 CM)
 DL5726'DIAMETER OAK TREE, 23.5 FT (7.2 M) EAST OF THE APPROXIMATE CENTERLINE
 DL5726'OF THE HIKING TRAIL AND 23.2 FT (7.1 M) NORTH OF AN 18-INCH (46 CM)
 DL5726'KNOTTY OAK TREE.
 DL5726'
 DL5726'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL5726'MONUMENT.
 DL5726
 DL5726                          STATION RECOVERY (2021)
 DL5726
 DL5726'RECOVERY NOTE BY FL DEPT OF ENV PRO 2021 (DMP)
 DL5726'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5725 ***********************************************************************
 DL5725  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5725  DESIGNATION -  872 0494 C
 DL5725  PID         -  DL5725
 DL5725  STATE/COUNTY-  FL/ST JOHNS
 DL5725  COUNTRY     -  US
 DL5725  USGS QUAD   -  SAINT AUGUSTINE (2018)
 DL5725
 DL5725                         *CURRENT SURVEY CONTROL
 DL5725  ______________________________________________________________________
 DL5725* NAD 83(1986) POSITION- 29 59 46.6    (N) 081 19 47.0    (W)   HD_HELD2
 DL5725* NAVD 88 ORTHO HEIGHT -     2.604 (meters)        8.54  (feet) ADJUSTED
 DL5725  ______________________________________________________________________
 DL5725  GEOID HEIGHT    -        -28.532 (meters)                     GEOID18
 DL5725  DYNAMIC HEIGHT  -          2.601 (meters)        8.53  (feet) COMP
 DL5725  MODELED GRAVITY -    979,336.4   (mgal)                       NAVD 88
 DL5725
 DL5725  VERT ORDER      -  FIRST     CLASS II
 DL5725
 DL5725.The horizontal coordinates were established by autonomous hand held GPS
 DL5725.observations and have an estimated accuracy of +/- 10 meters.
 DL5725
 DL5725.The orthometric height was determined by differential leveling and
 DL5725.adjusted by the NATIONAL GEODETIC SURVEY
 DL5725.in January 2023.
 DL5725
 DL5725.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5725.GEOID18 height accuracy estimate available here.
 DL5725
 DL5725.This Tidal Bench Mark is designated as VM 19693
 DL5725.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5725
 DL5725.Click photographs - Photos may exist for this station.
 DL5725
 DL5725.The dynamic height is computed by dividing the NAVD 88
 DL5725.geopotential number by the normal gravity value computed on the
 DL5725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5725.degrees latitude (g = 980.6199 gals.).
 DL5725
 DL5725.The modeled gravity was interpolated from observed gravity values.
 DL5725
 DL5725;                    North         East    Units  Estimated Accuracy
 DL5725;SPC FL E     -   627,501.      168,187.      MT  (+/- 10 meters HH2 GPS)
 DL5725
 DL5725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6819718418(NAD 83)
 DL5725
 DL5725                          SUPERSEDED SURVEY CONTROL
 DL5725
 DL5725  NAVD 88 (01/27/10)    2.603  (m)            8.54   (f) SUPERSEDED  1 2
 DL5725
 DL5725.Superseded values are not recommended for survey control.
 DL5725
 DL5725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5725.See file dsdata.pdf to determine how the superseded data were derived.
 DL5725
 DL5725_MARKER: F = FLANGE-ENCASED ROD
 DL5725_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL5725_STAMPING: 0494 C 2004
 DL5725_MARK LOGO: NGS
 DL5725_PROJECTION: FLUSH
 DL5725_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5725+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2021
 DL5725_ROD/PIPE-DEPTH: 12.9 meters
 DL5725
 DL5725  HISTORY     - Date     Condition        Report By
 DL5725  HISTORY     - 2004     MONUMENTED       FLDEP
 DL5725  HISTORY     - 20070426 GOOD             FLDEP
 DL5725  HISTORY     - 20141203 GOOD             FL-109
 DL5725  HISTORY     - 20210902 GOOD             FLDEP
 DL5725
 DL5725                          STATION DESCRIPTION
 DL5725
 DL5725'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5725'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTH OF SAINT AUGUSTINE, 1.8 MI
 DL5725'(2.9 KM) SOUTH-SOUTHWEST OF SOUTH PONTE VEDRA BEACH, IN THE GUANA
 DL5725'RIVER STATE PARK, IN SECTION 41, TOWNSHIP 6 SOUTH, RANGE 30 EAST.
 DL5725'
 DL5725'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DL5725'SPRINGS) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE NORTH
 DL5725'SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE LEON
 DL5725'BOULEVARD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF WEST SAN CARLOS
 DL5725'AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT, TURN LEFT ON WEST SAN
 DL5725'CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF SAN
 DL5725'MARCO AVENUE (STATE HIGHWAY A1A NORTH), TURN LEFT ON SAN MARCO AVENUE
 DL5725'(STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5 M) TO
 DL5725'THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE RIGHT,
 DL5725'TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST FOR 1.8
 DL5725'MI (2.9 KM) TO THE JUNCTION OF STATE HIGHWAY A1A NORTH (COASTAL
 DL5725'HIGHWAY) ON THE LEFT, TURN LEFT ON STATE HIGHWAY A1A NORTH (COASTAL
 DL5725'HIGHWAY) AND GO NORTH FOR 7.5 MI (12.1 KM) TO THE SOUTH ENTRANCE TO
 DL5725'GUANA RIVER STATE PARK ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD AND
 DL5725'GO WESTERLY FOR 0.3 MI (PASSING BY GUANA DAM) TO A LOCKED GATE,
 DL5725'CONTINUE WESTERLY ON THE PARK ROAD FOR 0.3 MI (0.5 KM) TO THE
 DL5725'INTERSECTION OF A HIKING TRAIL (AT MARKER POST NUMBER 1, GUANA LOOP
 DL5725'TRAIL), CONTINUE WESTERLY ON THE HIKING TRAIL (SHELL BLUFF ROAD) FOR
 DL5725'0.5 MI (0.8 KM) TO A Y-JUNCTION (AT MARKER POST NUMBER 7), BEAR LEFT
 DL5725'ON THE HIKING TRAIL (GUANA LOOP TRAIL) AND GO SOUTHERLY FOR 1.15 MI
 DL5725'(1.9 KM) TO THE JUNCTION OF A HIKING TRAIL ON THE RIGHT (AT MARKER
 DL5725'POST NUMBER 9), TURN RIGHT ON THE HIKING TRAIL AND GO SOUTH FOR 0.45
 DL5725'MI (0.7 KM) TO THE END OF TRUCK TRAVEL, NOW BY WALKING GO
 DL5725'SOUTHEASTERLY ON THE HIKING TRAIL FOR ABOUT 1115.0 FT (339.9 M) TO THE
 DL5725'MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DL5725'OF 42.4 FT (12.9 M) WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND
 DL5725'LEVEL WITH THE HIKING TRAIL, THE DATUM POINT IS RECESSED 0.2 FT (0.1
 DL5725'M) BELOW THE LEVEL OF THE NGS LOGO CAP.
 DL5725'
 DL5725'LOCATED 328.0 FT (100.0 M) NORTH OF A FLDEP SURVEY DISK STAMPED 0494 D
 DL5725'2004, 278.0 FT (84.7 M) NORTH OF A FLDEP SURVEY DISK STAMPED 0494 B
 DL5725'2004, 68.6 FT (20.9 M) EAST OF A HIGH BLUFF BANK ALONG THE EAST SIDE
 DL5725'OF A THE RIVER, 39.4 FT (12.0 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DL5725'THE HIKING TRAIL, 33.3 FT (10.1 M) SOUTHWEST OF AN 18-INCH (46 CM)
 DL5725'DIAMETER OAK TREE AND 20.7 FT (6.3 M) NORTHEAST OF A FENCE POST.
 DL5725'
 DL5725'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DL5725'
 DL5725'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL5725'LOGO CAP.
 DL5725
 DL5725                          STATION RECOVERY (2014)
 DL5725
 DL5725'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)
 DL5725'RECOVERED IN GOOD CONDITION.
 DL5725
 DL5725                          STATION RECOVERY (2021)
 DL5725
 DL5725'RECOVERY NOTE BY FL DEPT OF ENV PRO 2021 (DMP)
 DL5725'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5724 ***********************************************************************
 DL5724  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5724  DESIGNATION -  872 0494 D
 DL5724  PID         -  DL5724
 DL5724  STATE/COUNTY-  FL/ST JOHNS
 DL5724  COUNTRY     -  US
 DL5724  USGS QUAD   -  SAINT AUGUSTINE (2018)
 DL5724
 DL5724                         *CURRENT SURVEY CONTROL
 DL5724  ______________________________________________________________________
 DL5724* NAD 83(1986) POSITION- 29 59 49.1    (N) 081 19 48.3    (W)   HD_HELD2
 DL5724* NAVD 88 ORTHO HEIGHT -     3.292 (meters)       10.80  (feet) ADJUSTED
 DL5724  ______________________________________________________________________
 DL5724  GEOID HEIGHT    -        -28.531 (meters)                     GEOID18
 DL5724  DYNAMIC HEIGHT  -          3.288 (meters)       10.79  (feet) COMP
 DL5724  MODELED GRAVITY -    979,336.5   (mgal)                       NAVD 88
 DL5724
 DL5724  VERT ORDER      -  FIRST     CLASS II
 DL5724
 DL5724.The horizontal coordinates were established by autonomous hand held GPS
 DL5724.observations and have an estimated accuracy of +/- 10 meters.
 DL5724
 DL5724.The orthometric height was determined by differential leveling and
 DL5724.adjusted by the NATIONAL GEODETIC SURVEY
 DL5724.in January 2023.
 DL5724
 DL5724.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5724.GEOID18 height accuracy estimate available here.
 DL5724
 DL5724.This Tidal Bench Mark is designated as VM 19694
 DL5724.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5724
 DL5724.Click photographs - Photos may exist for this station.
 DL5724
 DL5724.The dynamic height is computed by dividing the NAVD 88
 DL5724.geopotential number by the normal gravity value computed on the
 DL5724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5724.degrees latitude (g = 980.6199 gals.).
 DL5724
 DL5724.The modeled gravity was interpolated from observed gravity values.
 DL5724
 DL5724;                    North         East    Units  Estimated Accuracy
 DL5724;SPC FL E     -   627,578.      168,152.      MT  (+/- 10 meters HH2 GPS)
 DL5724
 DL5724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6816318495(NAD 83)
 DL5724
 DL5724                          SUPERSEDED SURVEY CONTROL
 DL5724
 DL5724  NAVD 88 (01/27/10)    3.294  (m)           10.81   (f) SUPERSEDED  1 2
 DL5724
 DL5724.Superseded values are not recommended for survey control.
 DL5724
 DL5724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5724.See file dsdata.pdf to determine how the superseded data were derived.
 DL5724
 DL5724_MARKER: DD = SURVEY DISK
 DL5724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5724_STAMPING: 0494 D 2004
 DL5724_MARK LOGO: FLDEP
 DL5724_PROJECTION: RECESSED 3 CENTIMETERS
 DL5724_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5724+STABILITY: SURFACE MOTION
 DL5724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5724+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2021
 DL5724
 DL5724  HISTORY     - Date     Condition        Report By
 DL5724  HISTORY     - 2004     MONUMENTED       FLDEP
 DL5724  HISTORY     - 20070426 GOOD             FLDEP
 DL5724  HISTORY     - 20210902 GOOD             FLDEP
 DL5724
 DL5724                          STATION DESCRIPTION
 DL5724
 DL5724'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5724'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTH OF SAINT AUGUSTINE, 1.8 MI
 DL5724'(2.9 KM) SOUTH-SOUTHWEST OF SOUTH PONTE VEDRA BEACH, IN THE GUANA
 DL5724'RIVER STATE PARK, IN SECTION 40, TOWNSHIP 6 SOUTH, RANGE 30 EAST.
 DL5724'
 DL5724'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DL5724'SPRINGS) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE NORTH
 DL5724'SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE LEON
 DL5724'BOULEVARD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF WEST SAN CARLOS
 DL5724'AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT, TURN LEFT ON WEST SAN
 DL5724'CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF SAN
 DL5724'MARCO AVENUE (STATE HIGHWAY A1A NORTH), TURN LEFT ON SAN MARCO AVENUE
 DL5724'(STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5 M) TO
 DL5724'THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE RIGHT,
 DL5724'TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST FOR 1.8
 DL5724'MI (2.9 KM) TO THE JUNCTION OF STATE HIGHWAY A1A NORTH (COASTAL
 DL5724'HIGHWAY) ON THE LEFT, TURN LEFT ON STATE HIGHWAY A1A NORTH (COASTAL
 DL5724'HIGHWAY) AND GO NORTH FOR 7.5 MI (12.1 KM) TO THE SOUTH ENTRANCE TO
 DL5724'GUANA RIVER STATE PARK ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD AND
 DL5724'GO WESTERLY FOR 0.3 MI (PASSING BY GUANA DAM) TO A LOCKED GATE,
 DL5724'CONTINUE WESTERLY ON THE PARK ROAD FOR 0.3 MI (0.5 KM) TO THE
 DL5724'INTERSECTION OF A HIKING TRAIL (MARKER NUMBER 1, GUANA LOOP TRAIL),
 DL5724'CONTINUE WESTERLY ON THE HIKING TRAIL (SHELL BLUFF ROAD) FOR 0.5 MI
 DL5724'(0.8 KM) TO A Y-JUNCTION (AT MARKER NUMBER 7), BEAR LEFT ON THE HIKING
 DL5724'TRAIL (GUANA LOOP TRAIL) AND GO SOUTHERLY FOR 1.15 MI (1.9 KM) TO THE
 DL5724'JUNCTION OF A HIKING TRAIL (AT MARKER NUMBER 9), TURN RIGHT ON THE
 DL5724'HIKING TRAIL AND GO SOUTH FOR 0.45 MI (0.7 KM) TO THE END OF TRUCK
 DL5724'TRAVEL, NOW BY WALKING GO SOUTHEASTERLY FOR ABOUT 787.0 FT (239.9 M)
 DL5724'TO THE MARK ON THE LEFT, AT THE INSIDE OF A CURVE IN THE HIKING TRAIL,
 DL5724'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.1 FT (0.0 M)
 DL5724'BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF THE HIKING TRAIL.
 DL5724'LOCATED ABOUT 787.0 FT (239.9 M) SOUTH OF AN FLDEP SURVEY DISK STAMPED
 DL5724'0494 E 2004, 328.0 FT (100.0 M) NORTH OF A NGS ROD MARK STAMPED 0494 C
 DL5724'2004, 110.4 FT (33.6 M) SOUTHEAST OF A BENCH ALONG THE HIKING TRAIL,
 DL5724'74.0 FT (22.6 M) EAST OF A HIGH BLUFF ALONG THE EAST SIDE OF THE
 DL5724'RIVER, 49.5 FT (15.1 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DL5724'HIKING TRAIL, 19.4 FT (5.9 M) EAST OF A 12-INCH (30 CM) DIAMETER CEDAR
 DL5724'TREE, 13.8 FT (4.2 M) SOUTHWEST OF A 12-INCH (30 CM) DIAMETER S-SHAPED
 DL5724'HARDWOOD TREE WITH A DONUT HOLE IN THE TRUNK AND 12.4 FT (3.8 M)
 DL5724'NORTHEAST OF AN 18-INCH (46 CM) DIAMETER OAK TREE.
 DL5724'
 DL5724'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL5724'MONUMENT.
 DL5724
 DL5724                          STATION RECOVERY (2021)
 DL5724
 DL5724'RECOVERY NOTE BY FL DEPT OF ENV PRO 2021 (DMP)
 DL5724'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5723 ***********************************************************************
 DL5723  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5723  DESIGNATION -  872 0494 E
 DL5723  PID         -  DL5723
 DL5723  STATE/COUNTY-  FL/ST JOHNS
 DL5723  COUNTRY     -  US
 DL5723  USGS QUAD   -  SAINT AUGUSTINE (2018)
 DL5723
 DL5723                         *CURRENT SURVEY CONTROL
 DL5723  ______________________________________________________________________
 DL5723* NAD 83(1986) POSITION- 29 59 54.3    (N) 081 19 52.3    (W)   HD_HELD2
 DL5723* NAVD 88 ORTHO HEIGHT -     2.582 (meters)        8.47  (feet) ADJUSTED
 DL5723  ______________________________________________________________________
 DL5723  GEOID HEIGHT    -        -28.529 (meters)                     GEOID18
 DL5723  DYNAMIC HEIGHT  -          2.578 (meters)        8.46  (feet) COMP
 DL5723  MODELED GRAVITY -    979,336.6   (mgal)                       NAVD 88
 DL5723
 DL5723  VERT ORDER      -  FIRST     CLASS II
 DL5723
 DL5723.The horizontal coordinates were established by autonomous hand held GPS
 DL5723.observations and have an estimated accuracy of +/- 10 meters.
 DL5723
 DL5723.The orthometric height was determined by differential leveling and
 DL5723.adjusted by the NATIONAL GEODETIC SURVEY
 DL5723.in January 2023.
 DL5723
 DL5723.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5723.GEOID18 height accuracy estimate available here.
 DL5723
 DL5723.This Tidal Bench Mark is designated as VM 19695
 DL5723.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5723
 DL5723.Click photographs - Photos may exist for this station.
 DL5723
 DL5723.The dynamic height is computed by dividing the NAVD 88
 DL5723.geopotential number by the normal gravity value computed on the
 DL5723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5723.degrees latitude (g = 980.6199 gals.).
 DL5723
 DL5723.The modeled gravity was interpolated from observed gravity values.
 DL5723
 DL5723;                    North         East    Units  Estimated Accuracy
 DL5723;SPC FL E     -   627,738.      168,046.      MT  (+/- 10 meters HH2 GPS)
 DL5723
 DL5723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6805618656(NAD 83)
 DL5723
 DL5723                          SUPERSEDED SURVEY CONTROL
 DL5723
 DL5723  NAVD 88 (01/27/10)    2.586  (m)            8.48   (f) SUPERSEDED  1 2
 DL5723
 DL5723.Superseded values are not recommended for survey control.
 DL5723
 DL5723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5723.See file dsdata.pdf to determine how the superseded data were derived.
 DL5723
 DL5723_MARKER: DD = SURVEY DISK
 DL5723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5723_STAMPING: 0494 E 2004
 DL5723_MARK LOGO: FLDEP
 DL5723_PROJECTION: RECESSED 3 CENTIMETERS
 DL5723_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5723+STABILITY: SURFACE MOTION
 DL5723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5723+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2021
 DL5723
 DL5723  HISTORY     - Date     Condition        Report By
 DL5723  HISTORY     - 2004     MONUMENTED       FLDEP
 DL5723  HISTORY     - 20070426 GOOD             FLDEP
 DL5723  HISTORY     - 20210902 GOOD             FLDEP
 DL5723
 DL5723                          STATION DESCRIPTION
 DL5723
 DL5723'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5723'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTH OF SAINT AUGUSTINE, 1.7 MI
 DL5723'(2.7 KM) SOUTH-SOUTHWEST OF SOUTH PONTE VEDRA BEACH, IN THE GUANA
 DL5723'RIVER STATE PARK, IN SECTION 43, TOWNSHIP 6 SOUTH, RANGE 29 EAST.
 DL5723'
 DL5723'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DL5723'SPRINGS) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE NORTH
 DL5723'SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE LEON
 DL5723'BOULEVARD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF WEST SAN CARLOS
 DL5723'AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT, TURN LEFT ON WEST SAN
 DL5723'CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF SAN
 DL5723'MARCO AVENUE (STATE HIGHWAY A1A NORTH), TURN LEFT ON SAN MARCO AVENUE
 DL5723'(STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5 M) TO
 DL5723'THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE RIGHT,
 DL5723'TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST FOR 1.8
 DL5723'MI (2.9 KM) TO THE JUNCTION OF STATE HIGHWAY A1A NORTH (COASTAL
 DL5723'HIGHWAY) ON THE LEFT, TURN LEFT ON STATE HIGHWAY A1A NORTH (COASTAL
 DL5723'HIGHWAY) AND GO NORTH FOR 7.5 MI (12.1 KM) TO THE SOUTH ENTRANCE TO
 DL5723'GUANA RIVER STATE PARK ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD AND
 DL5723'GO WESTERLY FOR 0.3 MI (PASSING BY GUANA DAM) TO A LOCKED GATE,
 DL5723'CONTINUE WESTERLY ON THE PARK ROAD FOR 0.3 MI (0.5 KM) TO THE
 DL5723'INTERSECTION OF A HIKING TRAIL (AT MARKER NUMBER 1, GUANA LOOP TRAIL),
 DL5723'CONTINUE WESTERLY ON THE HIKING TRAIL FOR 0.5 FT (0.2 M) TO A
 DL5723'Y-JUNCTION (AT MARKER NUMBER 7), BEAR LEFT ON THE HIKING TRAIL (GUANA
 DL5723'LOOP TRAIL) AND GO SOUTHERLY FOR 1.15 MI (1.9 KM) TO THE JUNCTION OF A
 DL5723'HIKING TRAIL ON THE RIGHT (AT MARKER POST NUMBER 9), TURN RIGHT ON THE
 DL5723'HIKING TRAIL AND GO SOUTH FOR 0.45 MI (0.7 KM) TO THE END OF TRUCK
 DL5723'TRAVEL AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DL5723'MONUMENT RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE GROUND AND
 DL5723'BELOW THE LEVEL OF THE HIKING TRAIL.
 DL5723'
 DL5723'LOCATED ABOUT 450.0 FT (137.2 M) NORTH OF A FLDEP SURVEY DISK STAMPED
 DL5723'0494 D 2004, 81.0 FT (24.7 M) EAST OF A HIGH BLUFF ALONG THE EAST SIDE
 DL5723'OF THE RIVER, 76.0 FT (23.2 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DL5723'THE HIKING TRAIL, 47.5 FT (14.5 M) NORTH OF AN 18-INCH (46 CM)
 DL5723'DIAMETER HICKORY TREE, 31.0 FT (9.4 M) SOUTH OF THE APPROXIMATE
 DL5723'CENTERLINE OF THE HIKING TRAIL AND 24.2 FT (7.4 M) WEST OF A 24-INCH
 DL5723'(61 CM) HICKORY TREE.
 DL5723'
 DL5723'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL5723'MONUMENT.
 DL5723
 DL5723                          STATION RECOVERY (2021)
 DL5723
 DL5723'RECOVERY NOTE BY FL DEPT OF ENV PRO 2021 (DMP)
 DL5723'RECOVERED IN GOOD CONDITION.
 DL5723'
 DL5723'NOTE-WITH THE FOLLOWING CHANGES AND ADDITIONS.
 DL5723'
 DL5723'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DL5723'SPRINGS) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE NORTH
 DL5723'SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE LEON
 DL5723'BOULEVARD) FOR 0.55 MI (0.88 KM) TO THE JUNCTION OF WEST SAN CARLOS
 DL5723'AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT.  TURN LEFT ON WEST SAN
 DL5723'CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF SAN
 DL5723'MARCO AVENUE (STATE HIGHWAY A1A NORTH).  TURN LEFT ON SAN MARCO AVENUE
 DL5723'(STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5 M) TO
 DL5723'THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE RIGHT.
 DL5723'TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST FOR 1.8
 DL5723'MI (2.9 KM) TO THE JUNCTION OF STATE HIGHWAY A1A NORTH (COASTAL
 DL5723'HIGHWAY) ON THE LEFT.  TURN LEFT ON STATE HIGHWAY A1A NORTH (COASTAL
 DL5723'HIGHWAY) AND GO NORTH FOR 7.5 MI (12.1 KM) TO THE SOUTH ENTRANCE TO
 DL5723'GUANA RIVER STATE PARK ON THE LEFT.  TURN LEFT ON THE ENTRANCE ROAD
 DL5723'AND GO WESTERLY FOR 0.3 MI (PASSING BY GUANA DAM) TO A LOCKED GATE.
 DL5723'CONTINUE WESTERLY ON THE PARK ROAD FOR 0.3 MI (0.5 KM) TO THE
 DL5723'INTERSECTION OF A HIKING TRAIL (AT MARKER NUMBER 1, GUANA LOOP TRAIL).
 DL5723'CONTINUE WESTERLY ON THE HIKING TRAIL FOR 0.5 FT (15 CM) TO A
 DL5723'Y-JUNCTION (AT MARKER NUMBER 7) FROM THE Y-JUNCTION (AT MARKER NUMBER
 DL5723'7), BEAR LEFT ON THE HIKING TRAIL (GUANA LOOP TRAIL) AND GO SOUTHERLY
 DL5723'FOR 1.0 MI (1.6 KM) TO A Y-JUNCTION LEADING NORTHEAST AND SURVEY MARK
 DL5723'M 601 ON THE LEFT.  CONTINUE SOUTHERLY ON THE HIKING TRAIL FOR 0.4 MI
 DL5723'(0.6 KM) TO THE MARK, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DL5723'RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE GROUND AND BELOW THE
 DL5723'LEVEL OF THE HIKING TRAIL.
 DL5723'
 DL5723'LOCATED 27.0 FT (8.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A 90
 DL5723'DEGREE CURVE IN THE HIKING TRAIL LEADING EAST AND THE MARK IN THE
 DL5723'APPROXIMATE CENTERLINE OF THE HIKING TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8442 ***********************************************************************
 DR8442  TIDAL BM    -  This is a Tidal Bench Mark.
 DR8442  DESIGNATION -  872 0494 F
 DR8442  PID         -  DR8442
 DR8442  STATE/COUNTY-  FL/ST JOHNS
 DR8442  COUNTRY     -  US
 DR8442  USGS QUAD   -  SAINT AUGUSTINE (2018)
 DR8442
 DR8442                         *CURRENT SURVEY CONTROL
 DR8442  ______________________________________________________________________
 DR8442* NAD 83(1986) POSITION- 29 59 17.66   (N) 081 19 40.20   (W)   HD_HELD1
 DR8442* NAVD 88 ORTHO HEIGHT -     1.009 (meters)        3.31  (feet) ADJUSTED
 DR8442  ______________________________________________________________________
 DR8442  GEOID HEIGHT    -        -28.539 (meters)                     GEOID18
 DR8442  DYNAMIC HEIGHT  -          1.008 (meters)        3.31  (feet) COMP
 DR8442  MODELED GRAVITY -    979,335.3   (mgal)                       NAVD 88
 DR8442
 DR8442  VERT ORDER      -  FIRST     CLASS II
 DR8442
 DR8442.The horizontal coordinates were determined by differentially corrected
 DR8442.hand held GPS observations or other comparable positioning techniques
 DR8442.and have an estimated accuracy of +/- 3 meters.
 DR8442
 DR8442.The orthometric height was determined by differential leveling and
 DR8442.adjusted by the NATIONAL GEODETIC SURVEY
 DR8442.in January 2023.
 DR8442
 DR8442.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8442.GEOID18 height accuracy estimate available here.
 DR8442
 DR8442.This Tidal Bench Mark is designated as VM 24808
 DR8442.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR8442
 DR8442.Click photographs - Photos may exist for this station.
 DR8442
 DR8442.The dynamic height is computed by dividing the NAVD 88
 DR8442.geopotential number by the normal gravity value computed on the
 DR8442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8442.degrees latitude (g = 980.6199 gals.).
 DR8442
 DR8442.The modeled gravity was interpolated from observed gravity values.
 DR8442
 DR8442;                    North         East    Units  Estimated Accuracy
 DR8442;SPC FL E     -   626,609.2     168,366.6     MT  (+/- 3 meters HH1 GPS) 
 DR8442
 DR8442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6837717527(NAD 83)
 DR8442
 DR8442                          SUPERSEDED SURVEY CONTROL
 DR8442
 DR8442.No superseded survey control is available for this station.
 DR8442
 DR8442_MARKER: F = FLANGE-ENCASED ROD
 DR8442_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR8442_STAMPING: 0494 F 2022
 DR8442_MARK LOGO: FLDEP
 DR8442_PROJECTION: RECESSED 5 CENTIMETERS
 DR8442_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8442+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2022
 DR8442_ROD/PIPE-DEPTH: 15.3 meters
 DR8442
 DR8442  HISTORY     - Date     Condition        Report By
 DR8442  HISTORY     - 20220722 MONUMENTED       FLDEP
 DR8442
 DR8442                          STATION DESCRIPTION
 DR8442
 DR8442'DESCRIBED BY FL DEPT OF ENV PRO 2022 (MAH)
 DR8442'THE MARK IS ABOUT 10.5 MI (16.9 KM) SOUTHEAST OF DURBIN, 10.2 MI (16.4
 DR8442'KM) NORTH-NORTHWEST OF SAINT AUGUSTINE BEACH, 6.5 MI (10.5 KM) NORTH
 DR8442'OF SAINT AUGUSTINE, IN SECTION 41, TOWNSHIP 6 SOUTH, RANGE 30 EAST.
 DR8442'
 DR8442'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DR8442'SPRINGS) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE NORTH
 DR8442'SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE LEON
 DR8442'BOULEVARD) FOR 0.55 MI (0.88 KM) TO THE JUNCTION OF WEST SAN CARLOS
 DR8442'AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT.  TURN LEFT ON WEST SAN
 DR8442'CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF SAN
 DR8442'MARCO AVENUE (STATE HIGHWAY A1A NORTH).  TURN LEFT ON SAN MARCO AVENUE
 DR8442'(STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5 M) TO
 DR8442'THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE RIGHT.
 DR8442'TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST FOR 1.8
 DR8442'MI (2.9 KM) TO THE JUNCTION OF STATE HIGHWAY A1A NORTH (COASTAL
 DR8442'HIGHWAY) ON THE LEFT.  TURN LEFT ON STATE HIGHWAY A1A NORTH (COASTAL
 DR8442'HIGHWAY) AND GO NORTH FOR 7.5 MI (12.1 KM) TO THE SOUTH ENTRANCE TO
 DR8442'GUANA RIVER STATE PARK ON THE LEFT.  TURN LEFT ON THE ENTRANCE ROAD
 DR8442'AND GO WESTERLY FOR 0.3 MI (PASSING BY GUANA DAM) TO A LOCKED GATE.
 DR8442'CONTINUE WESTERLY ON THE PARK ROAD FOR 0.3 MI (0.5 KM) TO THE
 DR8442'INTERSECTION OF A HIKING TRAIL (AT MARKER NUMBER 1, GUANA LOOP TRAIL).
 DR8442'CONTINUE WESTERLY ON THE HIKING TRAIL FOR 0.5 FT (15 CM) TO A
 DR8442'Y-JUNCTION (AT MARKER NUMBER 7), BEAR LEFT ON THE HIKING TRAIL (GUANA
 DR8442'LOOP TRAIL) AND GO SOUTHERLY FOR 1.15 MI (1.85 KM) TO THE JUNCTION OF
 DR8442'A HIKING TRAIL ON THE RIGHT (AT MARKER POST NUMBER 9).  TURN RIGHT ON
 DR8442'THE HIKING TRAIL AND GO SOUTH FOR 0.45 MI (0.72 KM) TO A BEND IN THE
 DR8442'TRAIL LEADING SOUTH, VEER LEFT AND CONTINUE SOUTH ON THE HIKING TRAIL
 DR8442'FOR 1.05 MI (1.69 KM) TO THE JUNCTION OF ANOTHER HIKING TRAIL LEADING
 DR8442'SOUTHWESTERLY, VEER RIGHT AND GO SOUTHEAST ON THE HIKING TRAIL FOR
 DR8442'0.05 MI (0.08 KM) TO A OPENING.  TURN RIGHT AND GO WEST-SOUTHWEST
 DR8442'CROSSING OVER A MARSH AREA TO THE EAST BANK OF THE TOLOMATO RIVER AND
 DR8442'THE MARK, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 50.2
 DR8442'FT (15.3 M) WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.2 FT (6
 DR8442'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE HIKING TRAIL, THE
 DR8442'DATUM POINT IS RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF THE (FLDEP)
 DR8442'LOGO CAP.
 DR8442'
 DR8442'LOCATED 168.0 FT (51.2 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DR8442'OF THE HIKING TRAIL, 124.0 FT (37.8 M) SOUTH OF A TREE LINE, 28.2 FT
 DR8442'(8.6 M) NORTH OF THE JUNCTION OF A TWO TRUNK CYPRESS TREE AND 5.4 FT
 DR8442'(1.6 M) EAST OF A CARSONITE WITNESS POST.
 DR8442'
 DR8442'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8442'
 DR8442'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8442'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8443 ***********************************************************************
 DR8443  TIDAL BM    -  This is a Tidal Bench Mark.
 DR8443  DESIGNATION -  872 0494 G
 DR8443  PID         -  DR8443
 DR8443  STATE/COUNTY-  FL/ST JOHNS
 DR8443  COUNTRY     -  US
 DR8443  USGS QUAD   -  SAINT AUGUSTINE (2018)
 DR8443
 DR8443                         *CURRENT SURVEY CONTROL
 DR8443  ______________________________________________________________________
 DR8443* NAD 83(1986) POSITION- 29 59 11.59   (N) 081 19 36.29   (W)   HD_HELD1
 DR8443* NAVD 88 ORTHO HEIGHT -     0.720 (meters)        2.36  (feet) ADJUSTED
 DR8443  ______________________________________________________________________
 DR8443  GEOID HEIGHT    -        -28.542 (meters)                     GEOID18
 DR8443  DYNAMIC HEIGHT  -          0.719 (meters)        2.36  (feet) COMP
 DR8443  MODELED GRAVITY -    979,335.1   (mgal)                       NAVD 88
 DR8443
 DR8443  VERT ORDER      -  FIRST     CLASS II
 DR8443
 DR8443.The horizontal coordinates were determined by differentially corrected
 DR8443.hand held GPS observations or other comparable positioning techniques
 DR8443.and have an estimated accuracy of +/- 3 meters.
 DR8443
 DR8443.The orthometric height was determined by differential leveling and
 DR8443.adjusted by the NATIONAL GEODETIC SURVEY
 DR8443.in January 2023.
 DR8443
 DR8443.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8443.GEOID18 height accuracy estimate available here.
 DR8443
 DR8443.This Tidal Bench Mark is designated as VM 24810
 DR8443.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR8443
 DR8443.Click photographs - Photos may exist for this station.
 DR8443
 DR8443.The dynamic height is computed by dividing the NAVD 88
 DR8443.geopotential number by the normal gravity value computed on the
 DR8443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8443.degrees latitude (g = 980.6199 gals.).
 DR8443
 DR8443.The modeled gravity was interpolated from observed gravity values.
 DR8443
 DR8443;                    North         East    Units  Estimated Accuracy
 DR8443;SPC FL E     -   626,422.0     168,470.9     MT  (+/- 3 meters HH1 GPS) 
 DR8443
 DR8443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6848117340(NAD 83)
 DR8443
 DR8443                          SUPERSEDED SURVEY CONTROL
 DR8443
 DR8443.No superseded survey control is available for this station.
 DR8443
 DR8443_MARKER: F = FLANGE-ENCASED ROD
 DR8443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR8443_STAMPING: 0494 G 2022
 DR8443_MARK LOGO: FLDEP
 DR8443_PROJECTION: RECESSED 5 CENTIMETERS
 DR8443_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8443+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2022
 DR8443_ROD/PIPE-DEPTH: 15.3 meters
 DR8443
 DR8443  HISTORY     - Date     Condition        Report By
 DR8443  HISTORY     - 20220722 MONUMENTED       FLDEP
 DR8443
 DR8443                          STATION DESCRIPTION
 DR8443
 DR8443'DESCRIBED BY FL DEPT OF ENV PRO 2022 (MAH)
 DR8443'THE MARK IS ABOUT 10.6 MI (17.1 KM) SOUTHEAST OF DURBIN, 10.1 MI (16.3
 DR8443'KM) NORTH-NORTHWEST OF SAINT AUGUSTINE BEACH, 6.4 MI (10.3 KM) NORTH
 DR8443'OF SAINT AUGUSTINE, IN SECTION 41, TOWNSHIP 6 SOUTH, RANGE 30 EAST.
 DR8443'
 DR8443'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DR8443'SPRINGS) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE NORTH
 DR8443'SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE LEON
 DR8443'BOULEVARD) FOR 0.55 MI (0.88 KM) TO THE JUNCTION OF WEST SAN CARLOS
 DR8443'AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT.  TURN LEFT ON WEST SAN
 DR8443'CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF SAN
 DR8443'MARCO AVENUE (STATE HIGHWAY A1A NORTH).  TURN LEFT ON SAN MARCO AVENUE
 DR8443'(STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5 M) TO
 DR8443'THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE RIGHT.
 DR8443'TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST FOR 1.8
 DR8443'MI (2.9 KM) TO THE JUNCTION OF STATE HIGHWAY A1A NORTH (COASTAL
 DR8443'HIGHWAY) ON THE LEFT.  TURN LEFT ON STATE HIGHWAY A1A NORTH (COASTAL
 DR8443'HIGHWAY) AND GO NORTH FOR 7.5 MI (12.1 KM) TO THE SOUTH ENTRANCE TO
 DR8443'GUANA RIVER STATE PARK ON THE LEFT.  TURN LEFT ON THE ENTRANCE ROAD
 DR8443'AND GO WESTERLY FOR 0.3 MI (PASSING BY GUANA DAM) TO A LOCKED GATE.
 DR8443'CONTINUE WESTERLY ON THE PARK ROAD FOR 0.3 MI (0.5 KM) TO THE
 DR8443'INTERSECTION OF A HIKING TRAIL (AT MARKER NUMBER 1, GUANA LOOP TRAIL).
 DR8443'CONTINUE WESTERLY ON THE HIKING TRAIL FOR 0.5 FT (15 CM) TO A
 DR8443'Y-JUNCTION (AT MARKER NUMBER 7), BEAR LEFT ON THE HIKING TRAIL (GUANA
 DR8443'LOOP TRAIL) AND GO SOUTHERLY FOR 1.15 MI (1.85 KM) TO THE JUNCTION OF
 DR8443'A HIKING TRAIL ON THE RIGHT (AT MARKER POST NUMBER 9).  TURN RIGHT ON
 DR8443'THE HIKING TRAIL AND GO SOUTH FOR 0.45 MI (0.72 KM) TO A BEND IN THE
 DR8443'TRAIL LEADING SOUTH, VEER LEFT AND CONTINUE SOUTH ON THE HIKING TRAIL
 DR8443'FOR 1.05 MI (1.69 KM) TO A JUNCTION IN THE TRAIL WITH ANOTHER HIKING
 DR8443'TRAIL LEADING SOUTHWESTERLY.  CONTINUE SOUTHEAST ON THE HIKING TRAIL
 DR8443'FOR 0.2 MI (0.3 KM) TO THE SOUTHERN END OF THE HIKING TRAIL AT THE
 DR8443'JUNCTION OF THE TOLOMATO RIVER AND THE GUANA RIVER BANKS AND THE MARK
 DR8443'ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DR8443'50.2 FT (15.3 M) WITH A 6-INCH (15 CM) (FLDEP) CAP RECESSED 0.2 FT (6
 DR8443'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE HIKING TRAIL, THE
 DR8443'DATUM POINT IS RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF THE (FLDEP)
 DR8443'LOGO CAP.
 DR8443'
 DR8443'LOCATED 46.5 FT (14.2 M) SOUTH-SOUTHWEST OF A LONE STANDING PALM
 DR8443'LEANING TO THE SOUTH, 20.1 FT (6.1 M) SOUTHWEST OF THE APPROXIMATE
 DR8443'CENTER OF THE MAIN HIKING TRAIL, 6.5 FT (2.0 M) NORTHWEST OF THE
 DR8443'SOUTHERN END OF THE HIKING TRAIL AND 1.9 FT (0.6 M) SOUTHEAST OF A
 DR8443'CARSONITE WITNESS POST.
 DR8443'
 DR8443'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8443'
 DR8443'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8443'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8445 ***********************************************************************
 DR8445  TIDAL BM    -  This is a Tidal Bench Mark.
 DR8445  DESIGNATION -  872 0494 H
 DR8445  PID         -  DR8445
 DR8445  STATE/COUNTY-  FL/ST JOHNS
 DR8445  COUNTRY     -  US
 DR8445  USGS QUAD   -  SOUTH PONTE VEDRA BEACH (2018)
 DR8445
 DR8445                         *CURRENT SURVEY CONTROL
 DR8445  ______________________________________________________________________
 DR8445* NAD 83(1986) POSITION- 30 01 16.76   (N) 081 20 10.29   (W)   HD_HELD1
 DR8445* NAVD 88 ORTHO HEIGHT -     1.278 (meters)        4.19  (feet) ADJUSTED
 DR8445  ______________________________________________________________________
 DR8445  GEOID HEIGHT    -        -28.512 (meters)                     GEOID18
 DR8445  DYNAMIC HEIGHT  -          1.276 (meters)        4.19  (feet) COMP
 DR8445  MODELED GRAVITY -    979,335.8   (mgal)                       NAVD 88
 DR8445
 DR8445  VERT ORDER      -  FIRST     CLASS II
 DR8445
 DR8445.The horizontal coordinates were determined by differentially corrected
 DR8445.hand held GPS observations or other comparable positioning techniques
 DR8445.and have an estimated accuracy of +/- 3 meters.
 DR8445
 DR8445.The orthometric height was determined by differential leveling and
 DR8445.adjusted by the NATIONAL GEODETIC SURVEY
 DR8445.in January 2023.
 DR8445
 DR8445.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8445.GEOID18 height accuracy estimate available here.
 DR8445
 DR8445.This Tidal Bench Mark is designated as VM 24809
 DR8445.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR8445
 DR8445.Click photographs - Photos may exist for this station.
 DR8445
 DR8445.The dynamic height is computed by dividing the NAVD 88
 DR8445.geopotential number by the normal gravity value computed on the
 DR8445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8445.degrees latitude (g = 980.6199 gals.).
 DR8445
 DR8445.The modeled gravity was interpolated from observed gravity values.
 DR8445
 DR8445;                    North         East    Units  Estimated Accuracy
 DR8445;SPC FL E     -   630,278.7     167,570.9     MT  (+/- 3 meters HH1 GPS) 
 DR8445
 DR8445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6758121195(NAD 83)
 DR8445
 DR8445                          SUPERSEDED SURVEY CONTROL
 DR8445
 DR8445.No superseded survey control is available for this station.
 DR8445
 DR8445_MARKER: F = FLANGE-ENCASED ROD
 DR8445_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR8445_STAMPING: 0494 H 2022
 DR8445_MARK LOGO: FLDEP
 DR8445_PROJECTION: RECESSED 10 CENTIMETERS
 DR8445_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8445+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2022
 DR8445_ROD/PIPE-DEPTH: 20.5 meters
 DR8445
 DR8445  HISTORY     - Date     Condition        Report By
 DR8445  HISTORY     - 20220802 MONUMENTED       FLDEP
 DR8445
 DR8445                          STATION DESCRIPTION
 DR8445
 DR8445'DESCRIBED BY FL DEPT OF ENV PRO 2022 (MLS)
 DR8445'THE MARK IS ABOUT 11.2 MI (18.0 KM) SOUTH-SOUTHEAST OF PALM VALLEY,
 DR8445'8.8 MI (14.2 KM) NORTH OF SAINT AUGUSTINE, 8.8 MI (14.2 KM)
 DR8445'EAST-SOUTHEAST OF DURBIN, IN SECTION 38, TOWNSHIP 6 SOUTH, RANGE 30
 DR8445'EAST.
 DR8445'
 DR8445'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DR8445'SPRINGS) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE NORTH
 DR8445'SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE LEON
 DR8445'BOULEVARD) FOR 0.55 MI (0.88 KM) TO THE JUNCTION OF WEST SAN CARLOS
 DR8445'AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT.  TURN LEFT ON WEST SAN
 DR8445'CARLOS AVENUE (STATE HIGHWAY A1A NORTH) AND GO EAST FOR 0.1 MI (0.2
 DR8445'KM) TO THE T-JUNCTION OF SAN MARCO AVENUE (STATE HIGHWAY A1A NORTH).
 DR8445'TURN LEFT ON SAN MARCO AVENUE (STATE HIGHWAY A1A NORTH) AND GO NORTH
 DR8445'FOR ABOUT 100.0 FT (30.5 M) TO THE JUNCTION OF MAY STREET (STATE
 DR8445'HIGHWAY A1A NORTH) ON THE RIGHT.  TURN RIGHT ON MAY STREET (STATE
 DR8445'HIGHWAY A1A NORTH) AND GO EAST FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF
 DR8445'STATE HIGHWAY A1A NORTH (COASTAL HIGHWAY) ON THE LEFT.  TURN LEFT ON
 DR8445'STATE HIGHWAY A1A NORTH (COASTAL HIGHWAY) AND GO NORTH FOR 7.5 MI
 DR8445'(12.1 KM) TO THE SOUTH ENTRANCE TO GUANA RIVER STATE PARK ON THE LEFT.
 DR8445'TURN LEFT ON THE ENTRANCE ROAD AND GO WESTERLY FOR 0.3 MI (PASSING BY
 DR8445'GUANA DAM) TO A LOCKED GATE.  CONTINUE WESTERLY ON THE PARK ROAD FOR
 DR8445'0.45 MI (0.72 KM) TO THE WOODEN BOARDWALK ON THE RIGHT AND THE MARK ON
 DR8445'THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 67.1
 DR8445'FT (20.5 M) WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.4 FT (12
 DR8445'CM) BELOW THE LEVEL OF THE GROUND AND 0.4 FT (12 CM) BELOW THE LEVEL
 DR8445'OF THE HIKING TRAIL, THE DATUM POINT IS RECESSED 0.3 FT (9 CM) BELOW
 DR8445'THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR8445'
 DR8445'LOCATED 51.0 FT (15.5 M) SOUTHWEST OF THE SOUTHWEST SUPPORT BEAM OF A
 DR8445'COVERED (GUANA TOLOMATO MATANZAS NATIONAL ESTUARINE RESEARCH RESERVE
 DR8445'INFORMATION) PAVILION, 45.2 FT (13.8 M) EAST-NORTHEAST OF THE
 DR8445'SOUTHEAST END OF A WOODEN BOARDWALK ENTRANCE, 14.5 FT (4.4 M)
 DR8445'NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE HIKING TRAIL AND
 DR8445'4.0 FT (1.2 M) SOUTH OF A CARSONITE WITNESS POST ON THE SOUTH END OF
 DR8445'THE BOARDWALK.
 DR8445'
 DR8445'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8445'
 DR8445'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8445'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8444 ***********************************************************************
 DR8444  TIDAL BM    -  This is a Tidal Bench Mark.
 DR8444  DESIGNATION -  872 0494 J
 DR8444  PID         -  DR8444
 DR8444  STATE/COUNTY-  FL/ST JOHNS
 DR8444  COUNTRY     -  US
 DR8444  USGS QUAD   -  SOUTH PONTE VEDRA BEACH (2018)
 DR8444
 DR8444                         *CURRENT SURVEY CONTROL
 DR8444  ______________________________________________________________________
 DR8444* NAD 83(1986) POSITION- 30 00 08.82   (N) 081 20 03.83   (W)   HD_HELD1
 DR8444* NAVD 88 ORTHO HEIGHT -     0.660 (meters)        2.17  (feet) ADJUSTED
 DR8444  ______________________________________________________________________
 DR8444  GEOID HEIGHT    -        -28.523 (meters)                     GEOID18
 DR8444  DYNAMIC HEIGHT  -          0.659 (meters)        2.16  (feet) COMP
 DR8444  MODELED GRAVITY -    979,333.5   (mgal)                       NAVD 88
 DR8444
 DR8444  VERT ORDER      -  FIRST     CLASS II
 DR8444
 DR8444.The horizontal coordinates were determined by differentially corrected
 DR8444.hand held GPS observations or other comparable positioning techniques
 DR8444.and have an estimated accuracy of +/- 3 meters.
 DR8444
 DR8444.The orthometric height was determined by differential leveling and
 DR8444.adjusted by the NATIONAL GEODETIC SURVEY
 DR8444.in January 2023.
 DR8444
 DR8444.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8444.GEOID18 height accuracy estimate available here.
 DR8444
 DR8444.This Tidal Bench Mark is designated as VM 24811
 DR8444.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR8444
 DR8444.Click photographs - Photos may exist for this station.
 DR8444
 DR8444.The dynamic height is computed by dividing the NAVD 88
 DR8444.geopotential number by the normal gravity value computed on the
 DR8444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8444.degrees latitude (g = 980.6199 gals.).
 DR8444
 DR8444.The modeled gravity was interpolated from observed gravity values.
 DR8444
 DR8444;                    North         East    Units  Estimated Accuracy
 DR8444;SPC FL E     -   628,186.2     167,737.9     MT  (+/- 3 meters HH1 GPS) 
 DR8444
 DR8444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6774819103(NAD 83)
 DR8444
 DR8444                          SUPERSEDED SURVEY CONTROL
 DR8444
 DR8444.No superseded survey control is available for this station.
 DR8444
 DR8444_MARKER: F = FLANGE-ENCASED ROD
 DR8444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR8444_STAMPING: 0494 J 2022
 DR8444_MARK LOGO: FLDEP
 DR8444_PROJECTION: RECESSED 5 CENTIMETERS
 DR8444_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8444_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8444+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2022
 DR8444_ROD/PIPE-DEPTH: 23.6 meters
 DR8444
 DR8444  HISTORY     - Date     Condition        Report By
 DR8444  HISTORY     - 20220802 MONUMENTED       FLDEP
 DR8444
 DR8444                          STATION DESCRIPTION
 DR8444
 DR8444'DESCRIBED BY FL DEPT OF ENV PRO 2022 (MLS)
 DR8444'THE MARK IS ABOUT 11.3 MI (18.2 KM) NORTH-NORTHWEST OF SAINT AUGUSTINE
 DR8444'BEACH, 9.6 MI (15.4 KM) SOUTHEAST OF DURBIN, 7.5 MI (12.1 KM) NORTH OF
 DR8444'SAINT AUGUSTINE, IN SECTION 39, TOWNSHIP 6 SOUTH, RANGE 30 EAST.
 DR8444'
 DR8444'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DR8444'SPRINGS) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE NORTH
 DR8444'SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE LEON
 DR8444'BOULEVARD) FOR 0.55 MI (0.88 KM) TO THE JUNCTION OF WEST SAN CARLOS
 DR8444'AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT.  TURN LEFT ON WEST SAN
 DR8444'CARLOS AVENUE (STATE HIGHWAY A1A NORTH) AND GO EAST FOR 0.1 MI (0.2
 DR8444'KM) TO THE T-JUNCTION OF SAN MARCO AVENUE (STATE HIGHWAY A1A NORTH).
 DR8444'TURN LEFT ON SAN MARCO AVENUE (STATE HIGHWAY A1A NORTH) AND GO NORTH
 DR8444'FOR ABOUT 100.0 FT (30.5 M) TO THE JUNCTION OF MAY STREET (STATE
 DR8444'HIGHWAY A1A NORTH) ON THE RIGHT.  TURN RIGHT ON MAY STREET (STATE
 DR8444'HIGHWAY A1A NORTH) AND GO EAST FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF
 DR8444'STATE HIGHWAY A1A NORTH (COASTAL HIGHWAY) ON THE LEFT.  TURN LEFT ON
 DR8444'STATE HIGHWAY A1A NORTH (COASTAL HIGHWAY) AND GO NORTH FOR 7.5 MI
 DR8444'(12.1 KM) TO THE SOUTH ENTRANCE TO GUANA RIVER STATE PARK ON THE LEFT.
 DR8444'TURN LEFT ON THE ENTRANCE ROAD AND GO WESTERLY FOR 0.3 MI (PASSING BY
 DR8444'GUANA DAM) TO A LOCKED GATE.  CONTINUE WESTERLY ON THE PARK ROAD FOR
 DR8444'0.3 MI (0.5 KM) TO THE INTERSECTION OF A HIKING TRAIL (AT MARKER
 DR8444'NUMBER 1, GUANA LOOP TRAIL).  CONTINUE WESTERLY ON THE HIKING TRAIL
 DR8444'FOR 0.5 FT (15 CM) TO A Y-JUNCTION (AT MARKER NUMBER 7), BEAR LEFT ON
 DR8444'THE HIKING TRAIL (GUANA LOOP TRAIL) AND GO SOUTHERLY FOR 1.15 MI (1.85
 DR8444'KM) TO THE JUNCTION OF A HIKING TRAIL ON THE RIGHT (AT MARKER POST
 DR8444'NUMBER 9) AND SURVEY MAARK M 601 ON THE LEFT.  TURN RIGHT ON THE
 DR8444'HIKING TRAIL AND GO SOUTH FOR 0.45 MI (0.72 KM) TO A BEND IN THE TRAIL
 DR8444'LEADING SOUTH AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN
 DR8444'TO REFUSAL AT A DEPTH OF 77.5 FT (23.6 M) WITH A 6-INCH (15 CM)
 DR8444'(FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DR8444'AND 0.3 FT (9 CM) BELOW THE LEVEL OF THE HIKING TRAIL, THE DATUM POINT
 DR8444'IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR8444'
 DR8444'LOCATED 55.0 FT (16.8 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DR8444'HIKING TRAIL, 39.9 FT (12.2 M) SOUTHWEST OF A 2.0 FT (0.6 M) DIAMETER
 DR8444'ASHE JUNIPER CEDAR TREE, 26.1 FT (8.0 M) NORTHWEST OF A 1.0 FT (0.3 M)
 DR8444'DIAMETER SOUTHERN LIVE OAK TREE AND 2.5 FT (0.8 M) EAST OF A CARSONITE
 DR8444'WITNESS POST.
 DR8444'
 DR8444'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8444'
 DR8444'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8444'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1552 ***********************************************************************
 AQ1552  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1552  DESIGNATION -  872 0496 1
 AQ1552  PID         -  AQ1552
 AQ1552  STATE/COUNTY-  FL/CLAY
 AQ1552  COUNTRY     -  US
 AQ1552  USGS QUAD   -  GREEN COVE SPRINGS (2018)
 AQ1552
 AQ1552                         *CURRENT SURVEY CONTROL
 AQ1552  ______________________________________________________________________
 AQ1552* NAD 83(1986) POSITION- 29 59 21.14   (N) 081 39 48.27   (W)   HD_HELD1
 AQ1552* NAVD 88 ORTHO HEIGHT -     2.317 (meters)        7.60  (feet) ADJUSTED
 AQ1552  ______________________________________________________________________
 AQ1552  GEOID HEIGHT    -        -28.160 (meters)                     GEOID18
 AQ1552  DYNAMIC HEIGHT  -          2.314 (meters)        7.59  (feet) COMP
 AQ1552  MODELED GRAVITY -    979,337.7   (mgal)                       NAVD 88
 AQ1552
 AQ1552  VERT ORDER      -  FIRST     CLASS I
 AQ1552
 AQ1552.The horizontal coordinates were determined by differentially corrected
 AQ1552.hand held GPS observations or other comparable positioning techniques
 AQ1552.and have an estimated accuracy of +/- 3 meters.
 AQ1552
 AQ1552.The orthometric height was determined by differential leveling and
 AQ1552.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1552.in June 1991.
 AQ1552
 AQ1552.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1552.GEOID18 height accuracy estimate available here.
 AQ1552
 AQ1552.This Tidal Bench Mark is designated as VM 5195
 AQ1552.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1552
 AQ1552.Click photographs - Photos may exist for this station.
 AQ1552
 AQ1552.The dynamic height is computed by dividing the NAVD 88
 AQ1552.geopotential number by the normal gravity value computed on the
 AQ1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1552.degrees latitude (g = 980.6199 gals.).
 AQ1552
 AQ1552.The modeled gravity was interpolated from observed gravity values.
 AQ1552
 AQ1552;                    North         East    Units  Estimated Accuracy
 AQ1552;SPC FL E     -   626,856.3     135,986.3     MT  (+/- 3 meters HH1 GPS) 
 AQ1552
 AQ1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3600817774(NAD 83)
 AQ1552
 AQ1552                          SUPERSEDED SURVEY CONTROL
 AQ1552
 AQ1552  NGVD 29 (??/??/92)    2.626  (m)            8.62   (f) ADJ UNCH    1 1
 AQ1552
 AQ1552.Superseded values are not recommended for survey control.
 AQ1552
 AQ1552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1552.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1552
 AQ1552_MARKER: DD = SURVEY DISK
 AQ1552_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AQ1552_SP_SET: BULKHEAD CAP
 AQ1552_STAMPING: 1 1973
 AQ1552_MARK LOGO: NOS
 AQ1552_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1552_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1552+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 AQ1552
 AQ1552  HISTORY     - Date     Condition        Report By
 AQ1552  HISTORY     - 1973     MONUMENTED       NOS
 AQ1552  HISTORY     - 1975     GOOD             FLDNR
 AQ1552  HISTORY     - 19951215 GOOD             FLDEP
 AQ1552  HISTORY     - 19990721 GOOD             FLDEP
 AQ1552  HISTORY     - 20040304 GOOD             FLDEP
 AQ1552
 AQ1552                          STATION DESCRIPTION
 AQ1552
 AQ1552'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1552'1.3 MI SE FROM GREEN COVE SPRINGS.
 AQ1552'THE BENCH MARK IS A STANDARD NOS BRONZE DISK, STAMPED 1 1973, AT
 AQ1552'PIER NO. 1 ON THE REYNOLDS PROPERTY ON THE NORTH SIDE OF HIGHWAY
 AQ1552'S 16, SET FLUSH IN THE TOP OF THE 2 FOOT WIDE CONCRETE BULKHEAD
 AQ1552'CAP, AT THE SOUTHEAST INTERSECTION OF THE WHARF AND PIER, 9
 AQ1552'INCHES SOUTH OF THE EDGE OF BULKHEAD, 9 INCHES EAST OF THE EAST
 AQ1552'SIDE OF THE BEGINNING OF PIER, 6 INCHES ABOVE ROAD AND PIER DECK.
 AQ1552
 AQ1552                          STATION RECOVERY (1995)
 AQ1552
 AQ1552'RECOVERY NOTE BY FL DEPT OF ENV PRO 1995 (VAJ)
 AQ1552'THE MARK IS ABOUT 1.4 MI (2.3 KM) SOUTHEAST OF GREEN COVE SPRINGS IN
 AQ1552'SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM
 AQ1552'THE JUNCTION OF U.S. HIGHWAY 17 (ORANGE AVE) AND STATE ROAD 16 (FERRIS
 AQ1552'STREET) IN GREEN COVE SPRINGS, GO SOUTH ON U.S. HIGHWAY 17 (ORANGE
 AQ1552'AVE) AND STATE ROAD 16 FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF STATE
 AQ1552'ROAD 16 (EAST) ON THE LEFT, TURN LEFT ON STATE ROAD 16 AND GO EAST FOR
 AQ1552'0.75 MI (1.21 KM) TO THE JUNCTION OF SLOW TIDE ROAD ON THE LEFT, TURN
 AQ1552'LEFT ON SLOW TIDE ROAD AND GO NORTH FOR 0.15 MI (0.24 KM) TO AN
 AQ1552'S-CURVE, CONTINUE EAST THEN NORTH ON SLOW TIDE ROAD THRU THE S-CURVE
 AQ1552'FOR 0.1 MI (0.2 KM) TO THE A STOP SIGN AND THE T-JUNCTION OF BULKHEAD
 AQ1552'ROAD, TURN LEFT ON BULKHEAD ROAD AND GO EAST FOR 0.1 MI (0.2 KM) TO
 AQ1552'PIER NO.  1 AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A LARGE
 AQ1552'CONCRETE BULKHEAD AND ABOUT 0.5 FT (15.2 CM) ABOVE THE LEVEL OF
 AQ1552'BULKHEAD ROAD. LOCATED 12.0 FT (3.7 M) EAST OF THE APPROXIMATE
 AQ1552'CENTERLINE OF PIER NO.  1, 0.7 FT (21.3 CM) SOUTH OF THE NORTH SIDE OF
 AQ1552'THE BULKHEAD, 0.7 FT (21.3 CM) EAST OF THE WEST END OF THE BULKHEAD.
 AQ1552'NOTE MARK WAS NOT LEVELED TO THIS DATE.
 AQ1552
 AQ1552                          STATION RECOVERY (1999)
 AQ1552
 AQ1552'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ1552'RECOVERED AS DESCRIBED.
 AQ1552
 AQ1552                          STATION RECOVERY (2004)
 AQ1552
 AQ1552'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 AQ1552'THE MARK IS SOUTHEAST OF GREEN COVE SPRINGS, IN SECTION 38, TOWNSHIP 6
 AQ1552'SOUTH, RANGE 26  EAST.
 AQ1552'
 AQ1552'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (ORANGE AVENUE)
 AQ1552'AND STATE ROAD  16 WEST (FERRIS STREET) IN GREEN COVE SPRINGS, GO
 AQ1552'SOUTH ON U.S. HIGHWAY 17 (ORANGE  AVENUE) FOR 0.6 MI (1.0 KM) TO THE
 AQ1552'JUNCTION OF STATE ROAD 16 EAST ON THE LEFT.  TURN LEFT ON STATE  ROAD
 AQ1552'16 AND GO EAST FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF SLOW TIDE ROAD
 AQ1552'ON THE LEFT.  TURN LEFT  ON SLOW TIDE ROAD AND GO NORTH THROUGH AN
 AQ1552'S-CURVE FOR 0.25 MI (0.4 KM) TO THE T-JUNCTION OF  BULKHEAD ROAD.
 AQ1552'TURN LEFT ON BULKHEAD ROAD AND GO WEST FOR 0.1 MI (0.2 KM) TO PIER NO.
 AQ1552'1 ON THE  RIGHT AND THE MARK ON THE RIGHT, A STANDARD NOS BRONZE DISK
 AQ1552'SET FLUSH IN THE TOP OF THE  2.0 FT (0.6 M) WIDE CONCRETE BULKHEAD CAP
 AQ1552'AT THE SOUTHEAST INTERSECTION OF THE WARF AND PIER  NO. 1.
 AQ1552'
 AQ1552'LOCATED 15.0 FT (4.6 M) EAST OF THE APPROXIMATE CENTERLINE OF PIER NO.
 AQ1552'1, 9.0 FT (2.7 M) WEST-NORTHWEST  OF A CONCRETE BASE OF A METAL LIGHT
 AQ1552'POLE, O.7 FT SOUTH OF THE NORTH EDGE OF THE  EAST-WEST CONCRETE
 AQ1552'BULKHEAD, 0.7 FT (0.2 M) EAST OF THE WEST EDGE OF THE NORTH-SOUTH
 AQ1552'CONCRETE BULKHEAD AND 0.75 FT (0.2 M) ABOVE THE BRICK SURFACE AT THE
 AQ1552'ENTRANCE OF THE PIER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5342 ***********************************************************************
 DL5342  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5342  DESIGNATION -  872 0496 A
 DL5342  PID         -  DL5342
 DL5342  STATE/COUNTY-  FL/CLAY
 DL5342  COUNTRY     -  US
 DL5342  USGS QUAD   -  GREEN COVE SPRINGS (2018)
 DL5342
 DL5342                         *CURRENT SURVEY CONTROL
 DL5342  ______________________________________________________________________
 DL5342* NAD 83(1986) POSITION- 29 58 58.     (N) 081 39 33.     (W)   SCALED
 DL5342* NAVD 88 ORTHO HEIGHT -     3.271 (meters)       10.73  (feet) ADJUSTED
 DL5342  ______________________________________________________________________
 DL5342  GEOID HEIGHT    -        -28.166 (meters)                     GEOID18
 DL5342  DYNAMIC HEIGHT  -          3.267 (meters)       10.72  (feet) COMP
 DL5342  MODELED GRAVITY -    979,336.9   (mgal)                       NAVD 88
 DL5342
 DL5342  VERT ORDER      -  SECOND    CLASS I
 DL5342
 DL5342.The horizontal coordinates were scaled from a map and have
 DL5342.an estimated accuracy of +/- 6 seconds.
 DL5342
 DL5342.The orthometric height was determined by differential leveling and
 DL5342.adjusted by the NATIONAL GEODETIC SURVEY
 DL5342.in January 2010.
 DL5342
 DL5342.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5342.GEOID18 height accuracy estimate available here.
 DL5342
 DL5342.This Tidal Bench Mark is designated as VM 19370
 DL5342.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5342
 DL5342.Click photographs - Photos may exist for this station.
 DL5342
 DL5342.The dynamic height is computed by dividing the NAVD 88
 DL5342.geopotential number by the normal gravity value computed on the
 DL5342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5342.degrees latitude (g = 980.6199 gals.).
 DL5342
 DL5342.The modeled gravity was interpolated from observed gravity values.
 DL5342
 DL5342;                    North         East    Units  Estimated Accuracy
 DL5342;SPC FL E     -   626,140.      136,390.      MT  (+/- 180 meters Scaled)
 DL5342
 DL5342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP364170(NAD 83)
 DL5342
 DL5342                          SUPERSEDED SURVEY CONTROL
 DL5342
 DL5342.No superseded survey control is available for this station.
 DL5342
 DL5342_MARKER: F = FLANGE-ENCASED ROD
 DL5342_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL5342_STAMPING: 0496 A 2004
 DL5342_MARK LOGO: NGS
 DL5342_PROJECTION: FLUSH
 DL5342_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5342+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 DL5342_ROD/PIPE-DEPTH: 20.7 meters
 DL5342
 DL5342  HISTORY     - Date     Condition        Report By
 DL5342  HISTORY     - 20040304 MONUMENTED       FLDEP
 DL5342
 DL5342                          STATION DESCRIPTION
 DL5342
 DL5342'DESCRIBED BY FL DEPT OF ENV PRO 2004
 DL5342'THE MARK IS ABOUT 1.9 MI (3.1 KM) SOUTHEAST OF GREEN COVE SPRINGS, IN
 DL5342'SECTION 38, TOWNSHIP 6  SOUTH, RANGE 26 EAST.
 DL5342'
 DL5342'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (ORANGE AVENUE)
 DL5342'AND STATE ROAD  16 (FERRIS STREET) IN GREEN COVE SPRINGS, GO SOUTH ON
 DL5342'U.S. HIGHWAY 17 AND STATE ROAD 16  FOR 0.6 MI (1.0 KM) TO THE JUNCTION
 DL5342'OF STATE ROAD 16 EAST ON THE LEFT.  TURN LEFT ON STATE ROAD 16  AND GO
 DL5342'EAST FOR 1.1 MI (1.8 KM) TO THE MARK ON THE RIGHT (NEAR THE REYNOLDS
 DL5342'INDUSTRIAL PARK  ELEVATED WATER TANK), A STAINLESS STEEL ROD DRIVEN TO
 DL5342'REFUSAL AT A DEPTH OF 68.0 FT (20.7 M) WITH  A 5-INCH (13 CM) NATIONAL
 DL5342'GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND, THE DATUM POINT IS
 DL5342'RECESSED 0.2 FT (0.1 M) BELOW  THE LEVEL OF THE NATIONAL GEODETIC
 DL5342'SURVEY LOGO CAP.
 DL5342'
 DL5342'LOCATED 59.0 FT (18.0 M) SOUTHWEST OF THE CENTERLINE OF STATE ROAD 16
 DL5342'EASTBOUND LANE, 18.1 FT (5.5 M)  SOUTHWEST OF AN UNDERGROUND CABLE
 DL5342'WARNING SIGN, 14.6 FT (4.5 M) SOUTH OF THE NORTHWEST  CORNER OF A 4.0
 DL5342'FT (1.2 M) HIGH WOODEN FENCE, 1.6 FT (0.5 M) NORTH OF AN 8.0 FT (2.4
 DL5342'M) HIGH CHAIN LINK FENCE  SURROUNDING THE WATER TANK AND 1.3 FT (0.4
 DL5342'M) NORTHEAST OF A CARSONITE WITNESS POST.
 DL5342'
 DL5342'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH THE NATIONAL GEODETIC
 DL5342'SURVEY LOGO CAP.
 DL5342'
 DL5342'NOTE A MAGNET IS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5343 ***********************************************************************
 DL5343  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5343  DESIGNATION -  872 0496 B
 DL5343  PID         -  DL5343
 DL5343  STATE/COUNTY-  FL/CLAY
 DL5343  COUNTRY     -  US
 DL5343  USGS QUAD   -  GREEN COVE SPRINGS (2018)
 DL5343
 DL5343                         *CURRENT SURVEY CONTROL
 DL5343  ______________________________________________________________________
 DL5343* NAD 83(1986) POSITION- 29 58 49.     (N) 081 39 03.     (W)   SCALED
 DL5343* NAVD 88 ORTHO HEIGHT -     3.394 (meters)       11.14  (feet) ADJUSTED
 DL5343  ______________________________________________________________________
 DL5343  GEOID HEIGHT    -        -28.176 (meters)                     GEOID18
 DL5343  DYNAMIC HEIGHT  -          3.390 (meters)       11.12  (feet) COMP
 DL5343  MODELED GRAVITY -    979,336.7   (mgal)                       NAVD 88
 DL5343
 DL5343  VERT ORDER      -  SECOND    CLASS I
 DL5343
 DL5343.The horizontal coordinates were scaled from a map and have
 DL5343.an estimated accuracy of +/- 6 seconds.
 DL5343
 DL5343.The orthometric height was determined by differential leveling and
 DL5343.adjusted by the NATIONAL GEODETIC SURVEY
 DL5343.in January 2010.
 DL5343
 DL5343.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5343.GEOID18 height accuracy estimate available here.
 DL5343
 DL5343.This Tidal Bench Mark is designated as VM 19371
 DL5343.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5343
 DL5343.Click photographs - Photos may exist for this station.
 DL5343
 DL5343.The dynamic height is computed by dividing the NAVD 88
 DL5343.geopotential number by the normal gravity value computed on the
 DL5343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5343.degrees latitude (g = 980.6199 gals.).
 DL5343
 DL5343.The modeled gravity was interpolated from observed gravity values.
 DL5343
 DL5343;                    North         East    Units  Estimated Accuracy
 DL5343;SPC FL E     -   625,860.      137,190.      MT  (+/- 180 meters Scaled)
 DL5343
 DL5343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP372167(NAD 83)
 DL5343
 DL5343                          SUPERSEDED SURVEY CONTROL
 DL5343
 DL5343.No superseded survey control is available for this station.
 DL5343
 DL5343_MARKER: DD = SURVEY DISK
 DL5343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL5343_STAMPING: 0496 B 2004
 DL5343_MARK LOGO: FLDEP
 DL5343_PROJECTION: FLUSH
 DL5343_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL5343+STABILITY: SURFACE MOTION
 DL5343_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5343+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2004
 DL5343
 DL5343  HISTORY     - Date     Condition        Report By
 DL5343  HISTORY     - 20040304 MONUMENTED       FLDEP
 DL5343
 DL5343                          STATION DESCRIPTION
 DL5343
 DL5343'DESCRIBED BY FL DEPT OF ENV PRO 2004
 DL5343'THE MARK IS ABOUT 2.0 MI (3.2 KM) SOUTHEAST OF GREEN COVE SPRINGS, IN
 DL5343'SECTION 38, TOWNSHIP 6  SOUTH, RANGE 26 EAST.
 DL5343'
 DL5343'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (ORANGE AVENUE)
 DL5343'AND STATE ROAD  16 (FERRIS STREET) IN GREEN COVE SPRINGS, GO SOUTH ON
 DL5343'U.S. HIGHWAY 17 AND STATE ROAD 16  FOR 0.6 MI (1.0 KM) TO THE JUNCTION
 DL5343'OF STATE ROAD 16 EAST ON THE LEFT.  TURN LEFT ON STATE ROAD 16  AND GO
 DL5343'EAST FOR 1.4 MI (2.3 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A
 DL5343'ROUND CONCRETE  MONUMENT FLUSH WITH THE GROUND.
 DL5343'
 DL5343'LOCATED 268.0 FT (81.7 M) WEST-NORTHWEST OF THE CENTERLINE OF
 DL5343'BELLEWOOD CIRCLE, 72.4 FT (22.1 M)  NORTHEAST OF THE CENTERLINE OF THE
 DL5343'WESTBOUND LANES OF STATE ROAD 16 EAST, 72.1 FT (22.0 M) EAST  OF THE
 DL5343'TOP CENTER OF AN 18-INCH (46 CM) CONCRETE PIPE IN A CONCRETE CULVERT,
 DL5343'16.0 FT (4.9 M) WEST OF A  24-INCH (61 CM) Y-SHAPED OAK TREE, 11.0 FT
 DL5343'(3.4 M) WEST OF A TRIPLE TRUCKED 12-INCH OAK TREE, 7.0 FT (2.1 M)
 DL5343'SOUTHWEST OF A 6.0 FT (1.8 M) CHAIN LINK FENCE SURROUNDING A BOAT
 DL5343'STORAGE AREA AND 1.0 FT (0.3 M)  SOUTHWEST OF A CARSONITE WITNESS
 DL5343'POST.
 DL5343'
 DL5343'NOTE A MAGNET WAS BURIED AT THE SOUTH SIDE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1549 ***********************************************************************
 AQ1549  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1549  DESIGNATION -  872 0496 TIDAL 2
 AQ1549  PID         -  AQ1549
 AQ1549  STATE/COUNTY-  FL/CLAY
 AQ1549  COUNTRY     -  US
 AQ1549  USGS QUAD   -  GREEN COVE SPRINGS (2018)
 AQ1549
 AQ1549                         *CURRENT SURVEY CONTROL
 AQ1549  ______________________________________________________________________
 AQ1549* NAD 83(1986) POSITION- 29 59 04.     (N) 081 39 42.     (W)   SCALED
 AQ1549* NAVD 88 ORTHO HEIGHT -     3.281 (meters)       10.76  (feet) ADJUSTED
 AQ1549  ______________________________________________________________________
 AQ1549  GEOID HEIGHT    -        -28.163 (meters)                     GEOID18
 AQ1549  DYNAMIC HEIGHT  -          3.277 (meters)       10.75  (feet) COMP
 AQ1549  MODELED GRAVITY -    979,337.8   (mgal)                       NAVD 88
 AQ1549
 AQ1549  VERT ORDER      -  FIRST     CLASS I
 AQ1549
 AQ1549.The horizontal coordinates were scaled from a map and have
 AQ1549.an estimated accuracy of +/- 6 seconds.
 AQ1549
 AQ1549.The orthometric height was determined by differential leveling and
 AQ1549.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1549.in March 1997.
 AQ1549
 AQ1549.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1549.GEOID18 height accuracy estimate available here.
 AQ1549
 AQ1549.This Tidal Bench Mark is designated as VM 5196
 AQ1549.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1549
 AQ1549.Click photographs - Photos may exist for this station.
 AQ1549
 AQ1549.The dynamic height is computed by dividing the NAVD 88
 AQ1549.geopotential number by the normal gravity value computed on the
 AQ1549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1549.degrees latitude (g = 980.6199 gals.).
 AQ1549
 AQ1549.The modeled gravity was interpolated from observed gravity values.
 AQ1549
 AQ1549;                    North         East    Units  Estimated Accuracy
 AQ1549;SPC FL E     -   626,330.      136,150.      MT  (+/- 180 meters Scaled)
 AQ1549
 AQ1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP361172(NAD 83)
 AQ1549
 AQ1549                          SUPERSEDED SURVEY CONTROL
 AQ1549
 AQ1549  NAVD 88 (06/15/91)    3.279  (m)           10.76   (f) SUPERSEDED  1 1
 AQ1549  NGVD 29 (??/??/92)    3.588  (m)           11.77   (f) ADJ UNCH    1 1
 AQ1549
 AQ1549.Superseded values are not recommended for survey control.
 AQ1549
 AQ1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1549.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1549
 AQ1549_MARKER: DD = SURVEY DISK
 AQ1549_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1549_SP_SET: CULVERT HEADWALL
 AQ1549_STAMPING: 2 1973
 AQ1549_MARK LOGO: NOS
 AQ1549_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1549+STABILITY: SURFACE MOTION
 AQ1549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1549+SATELLITE: SATELLITE OBSERVATIONS - October 06, 1992
 AQ1549
 AQ1549  HISTORY     - Date     Condition        Report By
 AQ1549  HISTORY     - 1973     MONUMENTED       NOS
 AQ1549  HISTORY     - 1975     GOOD             NGS
 AQ1549  HISTORY     - 19921006 GOOD             NGS
 AQ1549  HISTORY     - 20030430 MARK NOT FOUND   FLDEP
 AQ1549
 AQ1549                          STATION DESCRIPTION
 AQ1549
 AQ1549'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AQ1549'1.3 MI SE FROM GREEN COVE SPRINGS.
 AQ1549'THE BENCH MARK IS A STANDARD NOS BRONZE DISK, STAMPED 2 1973, ON
 AQ1549'HIGHWAY S 16, SET FLUSH IN THE TOP CENTER OF THE 1 FOOT THICK
 AQ1549'CONCRETE CULVERT, NORTH ONE OF TWO IN CENTER GRASS STRIP BETWEEN
 AQ1549'DIVIDED HIGHWAY, ABOUT 1 FOOT BELOW HIGHWAY, 6 INCHES EAST OF
 AQ1549'WEST END OF CULVERT, ABOUT 25 FEET SOUTH OF CENTERLINE OF NORTH
 AQ1549'LANE, ABOUT 20 FEET EAST FROM WHERE HIGHWAY DIVIDES, ABOUT 400
 AQ1549'FEET EAST OF WEST ROAD ENTRANCE TO REYNOLDS PIERS (OLD NAVAL
 AQ1549'STATION).
 AQ1549
 AQ1549                          STATION RECOVERY (1992)
 AQ1549
 AQ1549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (RLT)
 AQ1549'THE MARK IS ABOUT 1.4 MI (2.3 KM) SOUTHEAST OF GREEN COVE SPRINGS,
 AQ1549'NEAR THE WEST ENTRANCE TO REYNOLDS INDUSTRIAL PARK, IN SECTION 38,
 AQ1549'TOWNSHIP 6 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE JUNCTION
 AQ1549'OF U.S. HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16 (FERRIS STREET)
 AQ1549'IN GREEN COVE SPRINGS, GO SOUTH ON U.S. HIGHWAY 17 AND STATE ROAD 16
 AQ1549'FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF STATE ROAD 16 EAST ON THE LEFT,
 AQ1549'TURN LEFT ON STATE ROAD 16 AND GO EAST FOR 0.85 MI (1.37 KM) TO THE
 AQ1549'MARK ON THE LEFT, SET IN THE NORTHWEST END OF THE NORTH CULVERT
 AQ1549'HEADWALL 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE ROAD 16. LOCATED
 AQ1549'ABOUT 332.5 FT (101.3 M) EAST OF THE JUNCTION OF THE RAILROAD TRACKS
 AQ1549'AND STATE ROAD 16, 38.9 FT (11.9 M) NORTH OF THE APPROXIMATE
 AQ1549'CENTERLINE OF THE EASTBOUND LANES OF STATE ROAD 16, 25.7 FT (7.8 M)
 AQ1549'SOUTH OF THE APPROXIMATE CENTERLINE OF THE WESTBOUND LANES OF STATE
 AQ1549'ROAD 16 AND 0.5 FT (15.2 CM) EAST OF THE WEST END OF THE HEADWALL.
 AQ1549
 AQ1549                          STATION RECOVERY (2003)
 AQ1549
 AQ1549'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 AQ1549'SEARCHED FOR AND NOT RECOVERED. THE CULVERT APPEARS TO HAVE BEEN
 AQ1549'MODIFIED OR REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9175 ***********************************************************************
 DR9175  DESIGNATION -  872 0499 A
 DR9175  PID         -  DR9175
 DR9175  STATE/COUNTY-  FL/ST JOHNS
 DR9175  COUNTRY     -  US
 DR9175  USGS QUAD   -  PICOLATA (2018)
 DR9175
 DR9175                         *CURRENT SURVEY CONTROL
 DR9175  ______________________________________________________________________
 DR9175* NAD 83(1986) POSITION- 29 59 10.49   (N) 081 33 58.41   (W)   HD_HELD1
 DR9175* NAVD 88 ORTHO HEIGHT -     1.755 (meters)        5.76  (feet) ADJUSTED
 DR9175  ______________________________________________________________________
 DR9175  GEOID HEIGHT    -        -28.256 (meters)                     GEOID18
 DR9175  DYNAMIC HEIGHT  -          1.753 (meters)        5.75  (feet) COMP
 DR9175  MODELED GRAVITY -    979,336.7   (mgal)                       NAVD 88
 DR9175
 DR9175  VERT ORDER      -  SECOND    CLASS I
 DR9175
 DR9175.The horizontal coordinates were determined by differentially corrected
 DR9175.hand held GPS observations or other comparable positioning techniques
 DR9175.and have an estimated accuracy of +/- 3 meters.
 DR9175
 DR9175.The orthometric height was determined by differential leveling and
 DR9175.adjusted by the NATIONAL GEODETIC SURVEY
 DR9175.in December 2023.
 DR9175
 DR9175.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9175.GEOID18 height accuracy estimate available here.
 DR9175
 DR9175.Click photographs - Photos may exist for this station.
 DR9175
 DR9175.The dynamic height is computed by dividing the NAVD 88
 DR9175.geopotential number by the normal gravity value computed on the
 DR9175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9175.degrees latitude (g = 980.6199 gals.).
 DR9175
 DR9175.The modeled gravity was interpolated from observed gravity values.
 DR9175
 DR9175;                    North         East    Units  Estimated Accuracy
 DR9175;SPC FL E     -   626,478.1     145,362.3     MT  (+/- 3 meters HH1 GPS) 
 DR9175
 DR9175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4538017396(NAD 83)
 DR9175
 DR9175                          SUPERSEDED SURVEY CONTROL
 DR9175
 DR9175.No superseded survey control is available for this station.
 DR9175
 DR9175_MARKER: F = FLANGE-ENCASED ROD
 DR9175_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9175_STAMPING: 0499 A 2023
 DR9175_MARK LOGO: FLDEP
 DR9175_PROJECTION: RECESSED 5 CENTIMETERS
 DR9175_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9175_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9175+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2023
 DR9175_ROD/PIPE-DEPTH: 12.9 meters
 DR9175
 DR9175  HISTORY     - Date     Condition        Report By
 DR9175  HISTORY     - 20230203 MONUMENTED       FLDEP
 DR9175
 DR9175                          STATION DESCRIPTION
 DR9175
 DR9175'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9175'THE MARK IS ABOUT 6.7 MI (10.8 KM) EAST OF GREEN COVE SPRINGS, 5.2 MI
 DR9175'(8.4 KM) NORTH-NORTHEAST OF PICOLATA, 3.2 MI (5.1 KM) EAST-SOUTHEAST
 DR9175'OF ORANGEDALE, IN SECTION 45, TOWNSHIP 6 SOUTH, RANGE 27 EAST.
 DR9175'
 DR9175'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DR9175'ROAD 16 EAST (LEONARD C TAYLOR PARKWAY) IN GREEN COVE SPRINGS, GO EAST
 DR9175'ON STATE ROAD 16 EAST (LEONARD C TAYLOR PARKWAY) FOR 5.0 MI (8.0 KM)
 DR9175'TO THE JUNCTION OF STATE ROAD 13 EAST/16 SOUTH ON THE RIGHT, VEER
 DR9175'RIGHT ON STATE ROAD 13 EAST/16 SOUTH AND GO SOUTH FOR 2.1 MI (3.4 KM)
 DR9175'TO THE ENTRANCE TO TROUT CREEK MEMORIAL PARK AND MARINA ON THE LEFT.
 DR9175'TURN LEFT ENTERING THE PARK AND GO SOUTHEASTERLY FOR 0.15 MI (0.24 KM)
 DR9175'TO THE MARINA BOAT RAMP PARKING LOT ON THE RIGHT AND THE MARK ON THE
 DR9175'RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 42.4 FT
 DR9175'(12.9 M) WITH A (FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE
 DR9175'LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF TROUT CREEK
 DR9175'MARINA ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE
 DR9175'LEVEL OF THE (FLDEP) LOGO CAP.
 DR9175'
 DR9175'LOCATED 31.9 FT (9.7 M) SOUTH-SOUTHWEST OF WOODEN POWER POLE NUMBER
 DR9175'34461140504, 31.0 FT (9.4 M) NORTHEAST OF THE SOUTHWEST END OF A GRASS
 DR9175'MEDIAN IN THE MARINA BOAT PARKING LOT, 25.2 FT (7.7 M) SOUTHWEST OF
 DR9175'THE TROUT CREEK MARINA ENTRANCE ROAD AND 2.5 FT (0.8 M) SOUTHEAST OF A
 DR9175'CARSONITE WITNESS POST.
 DR9175'
 DR9175'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9175'
 DR9175'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9175'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9176 ***********************************************************************
 DR9176  DESIGNATION -  872 0499 B
 DR9176  PID         -  DR9176
 DR9176  STATE/COUNTY-  FL/ST JOHNS
 DR9176  COUNTRY     -  US
 DR9176  USGS QUAD   -  PICOLATA (2018)
 DR9176
 DR9176                         *CURRENT SURVEY CONTROL
 DR9176  ______________________________________________________________________
 DR9176* NAD 83(1986) POSITION- 29 59 19.89   (N) 081 34 09.87   (W)   HD_HELD1
 DR9176* NAVD 88 ORTHO HEIGHT -     2.565 (meters)        8.42  (feet) ADJUSTED
 DR9176  ______________________________________________________________________
 DR9176  GEOID HEIGHT    -        -28.252 (meters)                     GEOID18
 DR9176  DYNAMIC HEIGHT  -          2.561 (meters)        8.40  (feet) COMP
 DR9176  MODELED GRAVITY -    979,337.1   (mgal)                       NAVD 88
 DR9176
 DR9176  VERT ORDER      -  SECOND    CLASS I
 DR9176
 DR9176.The horizontal coordinates were determined by differentially corrected
 DR9176.hand held GPS observations or other comparable positioning techniques
 DR9176.and have an estimated accuracy of +/- 3 meters.
 DR9176
 DR9176.The orthometric height was determined by differential leveling and
 DR9176.adjusted by the NATIONAL GEODETIC SURVEY
 DR9176.in December 2023.
 DR9176
 DR9176.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9176.GEOID18 height accuracy estimate available here.
 DR9176
 DR9176.Click photographs - Photos may exist for this station.
 DR9176
 DR9176.The dynamic height is computed by dividing the NAVD 88
 DR9176.geopotential number by the normal gravity value computed on the
 DR9176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9176.degrees latitude (g = 980.6199 gals.).
 DR9176
 DR9176.The modeled gravity was interpolated from observed gravity values.
 DR9176
 DR9176;                    North         East    Units  Estimated Accuracy
 DR9176;SPC FL E     -   626,769.1     145,056.5     MT  (+/- 3 meters HH1 GPS) 
 DR9176
 DR9176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4507517687(NAD 83)
 DR9176
 DR9176                          SUPERSEDED SURVEY CONTROL
 DR9176
 DR9176.No superseded survey control is available for this station.
 DR9176
 DR9176_MARKER: F = FLANGE-ENCASED ROD
 DR9176_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9176_STAMPING: 0499 B 2023
 DR9176_MARK LOGO: FLDEP
 DR9176_PROJECTION: RECESSED 5 CENTIMETERS
 DR9176_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9176+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2023
 DR9176_ROD/PIPE-DEPTH: 14.4 meters
 DR9176
 DR9176  HISTORY     - Date     Condition        Report By
 DR9176  HISTORY     - 20230203 MONUMENTED       FLDEP
 DR9176
 DR9176                          STATION DESCRIPTION
 DR9176
 DR9176'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9176'THE MARK IS ABOUT 6.7 MI (10.8 KM) EAST OF GREEN COVE SPRINGS, 5.4 MI
 DR9176'(8.7 KM) NORTH-NORTHEAST OF PICOLATA, 3.1 MI (5.0 KM) EAST-SOUTHEAST
 DR9176'OF ORANGEDALE, IN SECTION 45, TOWNSHIP 6 SOUTH, RANGE 27 EAST.
 DR9176'
 DR9176'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DR9176'ROAD 16 EAST (LEONARD C TAYLOR PARKWAY) IN GREEN COVE SPRINGS, GO EAST
 DR9176'ON STATE ROAD 16 EAST (LEONARD C TAYLOR PARKWAY) FOR 5.0 MI (8.0 KM)
 DR9176'TO THE JUNCTION OF STATE ROAD 13 EAST/16 SOUTH ON THE RIGHT, VEER
 DR9176'RIGHT ON STATE ROAD 13 EAST/16 SOUTH AND GO SOUTH FOR 2.1 MI (3.4 KM)
 DR9176'TO THE ENTRANCE TO TROUT CREEK MEMORIAL PARK AND MARINA ON THE LEFT.
 DR9176'TURN LEFT ENTERING THE PARK AND GO NORTHWEST ON AN UNNAMED PAVED
 DR9176'ASPHALT ROAD FOR 0.25 MI (0.40 KM) TO THE END OF THE PAVED SECTION AND
 DR9176'THE DRIVEWAY ENTRANCE TO DEER CREEK GAME PRESERVE AND THE MARK ON THE
 DR9176'RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 47.4 FT
 DR9176'(14.4 M) WITH A (FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE
 DR9176'LEVEL OF THE GROUND AND 0.2 FT (6 CM) BELOW THE LEVEL OF DEER CREEK
 DR9176'GAME PRESERVE ENTRANCE ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12
 DR9176'CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR9176'
 DR9176'LOCATED 135.0 FT (41.1 M) NORTH-NORTHWEST OF THE NORTHWESTERN MOST OF
 DR9176'6 OAK TREES, 23.2 FT (7.1 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE
 DR9176'OF A METAL GATE ENTRANCE TO DEER CREEK GAME PRESERVE ENTRANCE ROAD,
 DR9176'13.0 FT (4.0 M) EAST OF THE APPROXIMATE CENTERLINE OF DEER CREEK GAME
 DR9176'PRESERVE ENTRANCE ROAD AND 6.5 FT (2.0 M) SOUTHWEST OF A CARSONITE
 DR9176'WITNESS POST.
 DR9176'
 DR9176'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9176'
 DR9176'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9176'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9177 ***********************************************************************
 DR9177  DESIGNATION -  872 0499 C
 DR9177  PID         -  DR9177
 DR9177  STATE/COUNTY-  FL/ST JOHNS
 DR9177  COUNTRY     -  US
 DR9177  USGS QUAD   -  PICOLATA (2018)
 DR9177
 DR9177                         *CURRENT SURVEY CONTROL
 DR9177  ______________________________________________________________________
 DR9177* NAD 83(1986) POSITION- 29 59 19.15   (N) 081 34 27.44   (W)   HD_HELD1
 DR9177* NAVD 88 ORTHO HEIGHT -     1.316 (meters)        4.32  (feet) ADJUSTED
 DR9177  ______________________________________________________________________
 DR9177  GEOID HEIGHT    -        -28.248 (meters)                     GEOID18
 DR9177  DYNAMIC HEIGHT  -          1.315 (meters)        4.31  (feet) COMP
 DR9177  MODELED GRAVITY -    979,337.1   (mgal)                       NAVD 88
 DR9177
 DR9177  VERT ORDER      -  SECOND    CLASS I
 DR9177
 DR9177.The horizontal coordinates were determined by differentially corrected
 DR9177.hand held GPS observations or other comparable positioning techniques
 DR9177.and have an estimated accuracy of +/- 3 meters.
 DR9177
 DR9177.The orthometric height was determined by differential leveling and
 DR9177.adjusted by the NATIONAL GEODETIC SURVEY
 DR9177.in December 2023.
 DR9177
 DR9177.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9177.GEOID18 height accuracy estimate available here.
 DR9177
 DR9177.Click photographs - Photos may exist for this station.
 DR9177
 DR9177.The dynamic height is computed by dividing the NAVD 88
 DR9177.geopotential number by the normal gravity value computed on the
 DR9177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9177.degrees latitude (g = 980.6199 gals.).
 DR9177
 DR9177.The modeled gravity was interpolated from observed gravity values.
 DR9177
 DR9177;                    North         East    Units  Estimated Accuracy
 DR9177;SPC FL E     -   626,748.6     144,585.5     MT  (+/- 3 meters HH1 GPS) 
 DR9177
 DR9177_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4460417666(NAD 83)
 DR9177
 DR9177                          SUPERSEDED SURVEY CONTROL
 DR9177
 DR9177.No superseded survey control is available for this station.
 DR9177
 DR9177_MARKER: F = FLANGE-ENCASED ROD
 DR9177_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9177_STAMPING: 0499 C 2023
 DR9177_MARK LOGO: FLDEP
 DR9177_PROJECTION: RECESSED 5 CENTIMETERS
 DR9177_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9177_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9177+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2023
 DR9177_ROD/PIPE-DEPTH: 15.9 meters
 DR9177
 DR9177  HISTORY     - Date     Condition        Report By
 DR9177  HISTORY     - 20230203 MONUMENTED       FLDEP
 DR9177
 DR9177                          STATION DESCRIPTION
 DR9177
 DR9177'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9177'THE MARK IS ABOUT 6.2 MI (10.0 KM) EAST OF GREEN COVE SPRINGS, 5.2 MI
 DR9177'(8.4 KM) NORTH-NORTHEAST OF PICOLATA, 2.7 MI (4.3 KM) EAST-SOUTHEAST
 DR9177'OF ORANGEDALE, IN SECTION 45, TOWNSHIP 6 SOUTH, RANGE 27 EAST.
 DR9177'
 DR9177'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND STATE
 DR9177'ROAD 16 EAST (LEONARD C TAYLOR PARKWAY) IN GREEN COVE SPRINGS, GO EAST
 DR9177'ON STATE ROAD 16 EAST (LEONARD C TAYLOR PARKWAY) FOR 5.0 MI (8.0 KM)
 DR9177'TO THE JUNCTION OF STATE ROAD 13 EAST/16 SOUTH ON THE RIGHT, VEER
 DR9177'RIGHT ON STATE ROAD 13 EAST/16 SOUTH AND GO SOUTH FOR 1.7 MI (2.7 KM)
 DR9177'TO U.S. MAIL ADDRESS 6320 STATE ROAD 13 (ORANGDALE BAPTIST CHURCH) ON
 DR9177'THE LEFT AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO
 DR9177'REFUSAL AT A DEPTH OF 52.3 FT (15.9 M) WITH A (FLDEP) LOGO CAP
 DR9177'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3
 DR9177'M) BELOW THE LEVEL OF STATE ROAD 13 EAST/16 SOUTH, THE DATUM POINT IS
 DR9177'RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR9177'
 DR9177'LOCATED 36.6 FT (11.2 M) NORTH-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DR9177'OF STATE ROAD 13 EAST/16 SOUTH, 28.2 FT (8.6 M) SOUTHEAST OF THE
 DR9177'APPROXIMATE CENTERLINE OF THE DRIVEWAY TO ORANGEDALE BAPTIST CHURCH,
 DR9177'17.5 FT (5.3 M) SOUTH OF A WOODEN POWER POLE NUMBER 34361672303, 14.5
 DR9177'FT (4.4 M) NORTHWEST OF THE SOUTHWEST CORNER OF A METAL ORANGEDALE
 DR9177'BAPTIST CHURCH SIGN AND 1.5 FT (0.5 M) SOUTH-SOUTHWEST OF A CARSONITE
 DR9177'WITNESS POST.
 DR9177'
 DR9177'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9177'
 DR9177'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9177'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6868 ***********************************************************************
 DE6868  TIDAL BM    -  This is a Tidal Bench Mark.
 DE6868  DESIGNATION -  872 0503 A
 DE6868  PID         -  DE6868
 DE6868  STATE/COUNTY-  FL/CLAY
 DE6868  COUNTRY     -  US
 DE6868  USGS QUAD   -  GREEN COVE SPRINGS (2018)
 DE6868
 DE6868                         *CURRENT SURVEY CONTROL
 DE6868  ______________________________________________________________________
 DE6868* NAD 83(1986) POSITION- 29 58 50.     (N) 081 38 05.     (W)   SCALED
 DE6868* NAVD 88 ORTHO HEIGHT -     1.409 (meters)        4.62  (feet) ADJUSTED
 DE6868  ______________________________________________________________________
 DE6868  GEOID HEIGHT    -        -28.192 (meters)                     GEOID18
 DE6868  DYNAMIC HEIGHT  -          1.407 (meters)        4.62  (feet) COMP
 DE6868  MODELED GRAVITY -    979,336.6   (mgal)                       NAVD 88
 DE6868
 DE6868  VERT ORDER      -  SECOND    CLASS I
 DE6868
 DE6868.The horizontal coordinates were scaled from a map and have
 DE6868.an estimated accuracy of +/- 6 seconds.
 DE6868
 DE6868.The orthometric height was determined by differential leveling and
 DE6868.adjusted by the NATIONAL GEODETIC SURVEY
 DE6868.in May 2004.
 DE6868
 DE6868.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6868.GEOID18 height accuracy estimate available here.
 DE6868
 DE6868.This Tidal Bench Mark is designated as VM 13489
 DE6868.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DE6868
 DE6868.Click photographs - Photos may exist for this station.
 DE6868
 DE6868.The dynamic height is computed by dividing the NAVD 88
 DE6868.geopotential number by the normal gravity value computed on the
 DE6868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6868.degrees latitude (g = 980.6199 gals.).
 DE6868
 DE6868.The modeled gravity was interpolated from observed gravity values.
 DE6868
 DE6868;                    North         East    Units  Estimated Accuracy
 DE6868;SPC FL E     -   625,880.      138,750.      MT  (+/- 180 meters Scaled)
 DE6868
 DE6868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP387168(NAD 83)
 DE6868
 DE6868                          SUPERSEDED SURVEY CONTROL
 DE6868
 DE6868.No superseded survey control is available for this station.
 DE6868
 DE6868_MARKER: DJ = TIDAL STATION DISK
 DE6868_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DE6868_SP_SET: BRIDGE WALKWAY
 DE6868_STAMPING: 0503 A 1995
 DE6868_MARK LOGO: NOS
 DE6868_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DE6868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6868+SATELLITE: SATELLITE OBSERVATIONS - 1995
 DE6868
 DE6868  HISTORY     - Date     Condition        Report By
 DE6868  HISTORY     - 1995     MONUMENTED       FLDEP
 DE6868  HISTORY     - 20041107 MARK NOT FOUND   FLDEP
 DE6868
 DE6868                          STATION DESCRIPTION
 DE6868
 DE6868'DESCRIBED BY FL DEPT OF ENV PRO 1995 (PBM)
 DE6868'THE MARK IS ABOUT 3.2 MI (5.1 KM) SOUTHEAST OF GREEN COVE SPRING NEAR
 DE6868'THE SOUTHEAST CORNER OF THE SHANDS PIER IN SECTION 38, TOWNSHIP 6
 DE6868'SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE JUNCTION OF U.S.
 DE6868'HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16 (FERRIS STREET) IN GREEN
 DE6868'COVE SPRING, GO SOUTH ON U.S. HIGHWAY 17 AND STATE ROAD 16 FOR 0.6 MI
 DE6868'(1.0 KM) TO THE JUNCTION OF STATE ROAD 16 EAST ON THE LEFT, TURN LEFT
 DE6868'ON STATE ROAD 16 AND GO EAST FOR 2.35 MI (3.78 KM) TO THE JUNCTION OF
 DE6868'SHANDS PIER ROAD ON THE LEFT, TURN LEFT ON SHANDS PIER ROAD AND GO
 DE6868'NORTH FOR 0.35 MI (0.56 KM) TO THE SHANDS PIER AND THE MARK ON THE
 DE6868'RIGHT, SET IN THE TOP OF THE BRIDGE WALKWAY. LOCATED 14.0 FT (4.3 M)
 DE6868'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF SHANDS PIER, 5.4 FT (1.6 M)
 DE6868'NORTHWEST OF THE SOUTHEAST END OF THE PIER, 2.7 FT (0.8 M) NORTHWEST
 DE6868'OF THE SOUTHEAST END OF THE PIER WOODEN GUARDRAIL AND 1.2 FT (0.4 M)
 DE6868'NORTHEAST OF THE SOUTHWEST EDGE OF THE PIER.
 DE6868
 DE6868                          STATION RECOVERY (2004)
 DE6868
 DE6868'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 DE6868'THE MARK WAS SEARCHED FOR AND NOT RECOVERED, THE FISHING PIER HAS BEEN
 DE6868'REBUILT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6867 ***********************************************************************
 DE6867  TIDAL BM    -  This is a Tidal Bench Mark.
 DE6867  DESIGNATION -  872 0503 B
 DE6867  PID         -  DE6867
 DE6867  STATE/COUNTY-  FL/CLAY
 DE6867  COUNTRY     -  US
 DE6867  USGS QUAD   -  GREEN COVE SPRINGS (2018)
 DE6867
 DE6867                         *CURRENT SURVEY CONTROL
 DE6867  ______________________________________________________________________
 DE6867* NAD 83(1986) POSITION- 29 58 47.4    (N) 081 38 07.1    (W)   HD_HELD2
 DE6867* NAVD 88 ORTHO HEIGHT -     1.277 (meters)        4.19  (feet) ADJUSTED
 DE6867  ______________________________________________________________________
 DE6867  GEOID HEIGHT    -        -28.192 (meters)                     GEOID18
 DE6867  DYNAMIC HEIGHT  -          1.276 (meters)        4.19  (feet) COMP
 DE6867  MODELED GRAVITY -    979,336.5   (mgal)                       NAVD 88
 DE6867
 DE6867  VERT ORDER      -  SECOND    CLASS I
 DE6867
 DE6867.The horizontal coordinates were established by autonomous hand held GPS
 DE6867.observations and have an estimated accuracy of +/- 10 meters.
 DE6867
 DE6867.The orthometric height was determined by differential leveling and
 DE6867.adjusted by the NATIONAL GEODETIC SURVEY
 DE6867.in May 2004.
 DE6867
 DE6867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6867.GEOID18 height accuracy estimate available here.
 DE6867
 DE6867.This Tidal Bench Mark is designated as VM 13490
 DE6867.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DE6867
 DE6867.Click photographs - Photos may exist for this station.
 DE6867
 DE6867.The dynamic height is computed by dividing the NAVD 88
 DE6867.geopotential number by the normal gravity value computed on the
 DE6867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6867.degrees latitude (g = 980.6199 gals.).
 DE6867
 DE6867.The modeled gravity was interpolated from observed gravity values.
 DE6867
 DE6867;                    North         East    Units  Estimated Accuracy
 DE6867;SPC FL E     -   625,802.      138,692.      MT  (+/- 10 meters HH2 GPS)
 DE6867
 DE6867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3871316720(NAD 83)
 DE6867
 DE6867                          SUPERSEDED SURVEY CONTROL
 DE6867
 DE6867.No superseded survey control is available for this station.
 DE6867
 DE6867_MARKER: F = FLANGE-ENCASED ROD
 DE6867_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE6867_STAMPING: 0503 B 1995
 DE6867_MARK LOGO: NOS
 DE6867_PROJECTION: RECESSED 5 CENTIMETERS
 DE6867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6867+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2014
 DE6867_ROD/PIPE-DEPTH: 21.1 meters
 DE6867
 DE6867  HISTORY     - Date     Condition        Report By
 DE6867  HISTORY     - 1995     MONUMENTED       FLDEP
 DE6867  HISTORY     - 20041107 GOOD             FLDEP
 DE6867  HISTORY     - 20140224 GOOD             FLDEP
 DE6867
 DE6867                          STATION DESCRIPTION
 DE6867
 DE6867'DESCRIBED BY FL DEPT OF ENV PRO 1995 (PBM)
 DE6867'THE MARK IS ABOUT 3.2 MI (5.1 KM) SOUTHEAST OF GREEN COVE SPRING, NEAR
 DE6867'THE JUNCTION OF SHANDS PIER ROAD AND SUSAN DRIVE, IN SECTION 38,
 DE6867'TOWNSHIP 6 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE JUNCTION
 DE6867'OF U.S. HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16 (FERRIS STREET)
 DE6867'IN GREEN COVE SPRING, GO SOUTH ON U.S. HIGHWAY 17 AND STATE ROAD 16
 DE6867'FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF STATE ROAD 16 EAST ON THE LEFT,
 DE6867'TURN LEFT ON STATE ROAD 16 AND GO EAST FOR 2.35 MI (3.78 KM) TO THE
 DE6867'JUNCTION OF SHANDS PIER ROAD ON THE LEFT, TURN LEFT ON SHANDS PIER
 DE6867'ROAD AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT, A
 DE6867'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 69.3 FT (21.1 M)
 DE6867'WITH A LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH SHANDS PIER ROAD,
 DE6867'THE DATUM POINT IS RECESSED 0.3 FT (9.1 CM) BELOW THE LEVEL OF THE NOS
 DE6867'LOGO CAP. LOCATED 315.0 FT (96.0 M) SOUTH-SOUTHWEST OF THE SOUTH END
 DE6867'OF THE SHANDS PIER, 121.0 FT (36.9 M) NORTHEAST OF THE APPROXIMATE
 DE6867'CENTERLINE OF SUSAN DRIVE (A DIRT ROAD LEADING EAST), 73.6 FT (22.4 M)
 DE6867'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF SHANDS PIER ROAD, 1.5 FT
 DE6867'(0.5 M) NORTHWEST OF A 8.0 FT (2.4 M) TALL FENCE AND 1.4 FT (0.4 M)
 DE6867'NORTHWEST OF A CARSONITE WITNESS POST. NOTE ACCESS TO DATUM POINT IS
 DE6867'HAD THROUGH A 5-INCH NOS LOGO CAP.
 DE6867
 DE6867                          STATION RECOVERY (2004)
 DE6867
 DE6867'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 DE6867'RECOVERED IN GOOD CONDITION.
 DE6867'
 DE6867'NOTE SUSAN DRIVE IS NOW A PAVED ROAD.
 DE6867
 DE6867                          STATION RECOVERY (2014)
 DE6867
 DE6867'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (RWH)
 DE6867'RECOVERED IN GOOD CONDITION.
 DE6867'
 DE6867'NOTE-WITH THESE CHANGES, THE NOS LOGO CAP IS RECESSED 0.2 FT (6 CM)
 DE6867'BELOW THE LEVEL OF THE GROUND, THE DATUM POINT IS RECESSED 0.5 FT (15
 DE6867'CM) BELOW THE LEVEL OF THE NOS LOGO CAP, LOCATED 325.0 FT (99.1 M)
 DE6867'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE START OF THE WOODEN
 DE6867'SECTION OF SHANDS PIER, 267.0 FT (81.4 M) SOUTH-SOUTHWEST OF THE
 DE6867'SOUTHWEST END OF THE WOODEN GUARDRAIL FOR SHANDS PIER, 157.0 FT (47.9
 DE6867'M) SOUTHWEST OF THE SOUTHWEST CONCRETE CORNER OF A BOAT RAMP, 121.0 FT
 DE6867'(36.9 M) NORTHEAST OF THE CENTERLINE OF SUSAN DRIVE (A PAVED ROAD),
 DE6867'72.6 FT (22.1 M) SOUTHEAST OF THE CENTERLINE OF SHANDS PIER ROAD, 26.4
 DE6867'FT (8.0 M) NORTHEAST OF A 4.0 FT (1.2 M) HIGH CHAIN-LINK FENCE, 1.3 FT
 DE6867'(0.4 M) NORTHWEST OF A 8.0 FT (2.4 M) HIGH CHAIN-LINK FENCE, 1.2 FT
 DE6867'(0.4 M) NORTHWEST OF A CARSONITE WITNESS POST, ACCESS TO DATUM POINT
 DE6867'IS HAD THROUGH A 5-INCH (13 CM) NOS LOGO CAP (THE LID IS MISSING FROM
 DE6867'THE LOGO CAP), THE MARK IS ABOUT LEVEL WITH SHANDS PIER ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6869 ***********************************************************************
 DE6869  TIDAL BM    -  This is a Tidal Bench Mark.
 DE6869  DESIGNATION -  872 0503 C
 DE6869  PID         -  DE6869
 DE6869  STATE/COUNTY-  FL/CLAY
 DE6869  COUNTRY     -  US
 DE6869  USGS QUAD   -  GREEN COVE SPRINGS (2018)
 DE6869
 DE6869                         *CURRENT SURVEY CONTROL
 DE6869  ______________________________________________________________________
 DE6869* NAD 83(2011) POSITION- 29 58 41.86091(N) 081 38 12.19277(W)   ADJUSTED
 DE6869* NAD 83(2011) ELLIP HT-   -26.376 (meters)        (06/27/12)   ADJUSTED
 DE6869* NAD 83(2011) EPOCH   -  2010.00
 DE6869* NAVD 88 ORTHO HEIGHT -     1.803 (meters)        5.92  (feet) ADJUSTED
 DE6869  ______________________________________________________________________
 DE6869  GEOID HEIGHT    -        -28.191 (meters)                     GEOID18
 DE6869  NAD 83(2011) X  -    804,250.919 (meters)                     COMP
 DE6869  NAD 83(2011) Y  - -5,470,635.044 (meters)                     COMP
 DE6869  NAD 83(2011) Z  -  3,168,276.600 (meters)                     COMP
 DE6869  LAPLACE CORR    -         -1.29  (seconds)                    DEFLEC18
 DE6869  DYNAMIC HEIGHT  -          1.800 (meters)        5.91  (feet) COMP
 DE6869  MODELED GRAVITY -    979,336.4   (mgal)                       NAVD 88
 DE6869
 DE6869  VERT ORDER      -  SECOND    CLASS I
 DE6869
 DE6869  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DE6869  Standards:
 DE6869         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DE6869            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DE6869  -------------------------------------------------------------------
 DE6869  NETWORK    1.33   1.49           0.47   0.60   0.76      0.00183998
 DE6869  -------------------------------------------------------------------
 DE6869  Click here for local accuracies and other accuracy information.
 DE6869
 DE6869.The horizontal coordinates were established by GPS observations
 DE6869.and adjusted by the National Geodetic Survey in June 2012.
 DE6869
 DE6869.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DE6869.been affixed to the stable North American tectonic plate. See 
 DE6869.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DE6869
 DE6869.The horizontal coordinates are valid at the epoch date displayed above
 DE6869.which is a decimal equivalence of Year/Month/Day.
 DE6869
 DE6869.The orthometric height was determined by differential leveling and
 DE6869.adjusted by the NATIONAL GEODETIC SURVEY
 DE6869.in May 2014.
 DE6869
 DE6869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6869.GEOID18 height accuracy estimate available here.
 DE6869
 DE6869.This Tidal Bench Mark is designated as VM 13491
 DE6869.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DE6869
 DE6869.Click photographs - Photos may exist for this station.
 DE6869
 DE6869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DE6869
 DE6869.The Laplace correction was computed from DEFLEC18 derived deflections.
 DE6869
 DE6869.The ellipsoidal height was determined by GPS observations
 DE6869.and is referenced to NAD 83.
 DE6869
 DE6869.The dynamic height is computed by dividing the NAVD 88
 DE6869.geopotential number by the normal gravity value computed on the
 DE6869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6869.degrees latitude (g = 980.6199 gals.).
 DE6869
 DE6869.The modeled gravity was interpolated from observed gravity values.
 DE6869
 DE6869. The following values were computed from the NAD 83(2011) position.
 DE6869
 DE6869;                    North         East     Units Scale Factor Converg.
 DE6869;SPC FL E     -   625,632.257   138,554.847   MT  0.99998774   -0 19 05.4
 DE6869;SPC FL E     - 2,052,595.16    454,575.36   sFT  0.99998774   -0 19 05.4
 DE6869;UTM  17      - 3,316,550.775   438,575.812   MT  0.99964655   -0 19 05.4
 DE6869
 DE6869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DE6869!SPC FL E     -   1.00000414  x   0.99998774  =   0.99999188
 DE6869!UTM  17      -   1.00000414  x   0.99964655  =   0.99965069
 DE6869
 DE6869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3857516550(NAD 83)
 DE6869
 DE6869                          SUPERSEDED SURVEY CONTROL
 DE6869
 DE6869  NAD 83(2007)-  29 58 41.86154(N)    081 38 12.19359(W) AD(2002.00) B
 DE6869  ELLIP H (06/10/09)  -26.406  (m)                       GP(2002.00) 3 2
 DE6869  NAD 83(1999)-  29 58 41.86154(N)    081 38 12.19365(W) AD(       ) B
 DE6869  ELLIP H (06/27/07)  -26.355  (m)                       GP(       ) 3 2
 DE6869  NAVD 88 (06/27/07)    1.8    (m)  GEOID03  model used  GPS OBS        
 DE6869  NAVD 88 (05/04/04)    1.805  (m)            5.92   (f) SUPERSEDED  2 1
 DE6869
 DE6869.Superseded values are not recommended for survey control.
 DE6869
 DE6869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6869.See file dsdata.pdf to determine how the superseded data were derived.
 DE6869
 DE6869_MARKER: F = FLANGE-ENCASED ROD
 DE6869_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DE6869_STAMPING: 0503 C 1995
 DE6869_MARK LOGO: NOS
 DE6869_PROJECTION: RECESSED 3 CENTIMETERS
 DE6869_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DE6869_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE6869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DE6869+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2020
 DE6869_ROD/PIPE-DEPTH: 13.7 meters
 DE6869
 DE6869  HISTORY     - Date     Condition        Report By
 DE6869  HISTORY     - 1995     MONUMENTED       FLDEP
 DE6869  HISTORY     - 20041107 GOOD             FLDEP
 DE6869  HISTORY     - 2006     GOOD             FLDEP
 DE6869  HISTORY     - 20140224 GOOD             FLDEP
 DE6869  HISTORY     - 20200120 GOOD             INDIV
 DE6869
 DE6869                          STATION DESCRIPTION
 DE6869
 DE6869'DESCRIBED BY FL DEPT OF ENV PRO 1995 (PBM)
 DE6869'THE MARK IS ABOUT 3.2 MI (5.1 KM) SOUTHEAST OF GREEN COVE SPRING IN
 DE6869'SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM
 DE6869'THE JUNCTION OF U.S. HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16
 DE6869'(FERRIS STREET) IN GREEN COVE SPRING, GO SOUTH ON U.S. HIGHWAY 17 AND
 DE6869'STATE ROAD 16 FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF STATE ROAD 16
 DE6869'EAST ON THE LEFT, TURN LEFT ON STATE ROAD 16 AND GO EAST FOR 2.35 MI
 DE6869'(3.78 KM) TO THE JUNCTION OF SHANDS PIER ROAD ON THE LEFT, TURN LEFT
 DE6869'ON SHANDS PIER ROAD AND GO NORTH FOR 0.15 MI (0.24 KM) TO THE MARK ON
 DE6869'THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 72.0
 DE6869'FT (21.9 M) WITH A LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH
 DE6869'SHANDS PIER ROAD, THE DATUM POINT IS RECESSED 0.3 FT (9.1 CM) BELOW
 DE6869'THE LEVEL OF THE NOS LOGO CAP. LOCATED 32.8 FT (10.0 M) NORTHWEST OF
 DE6869'THE APPROXIMATE CENTERLINE OF SHANDS PIER ROAD, 18.6 FT (5.7 M)
 DE6869'NORTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, 12.0 FT (3.7
 DE6869'M) NORTHEAST OF A METAL GATE, 1.2 FT (0.4 M) SOUTHEAST OF A BARBWIRE
 DE6869'FENCE AND 1.0 FT (0.3 M) SOUTHEAST OF A CARSONITE WITNESS POST. NOTE
 DE6869'ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.
 DE6869
 DE6869                          STATION RECOVERY (2004)
 DE6869
 DE6869'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 DE6869'RECOVERED AS DESCRIBED.
 DE6869
 DE6869                          STATION RECOVERY (2006)
 DE6869
 DE6869'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (RH)
 DE6869'RECOVERED IN GOOD CONDITION.
 DE6869'
 DE6869'NOTE A MAGNET WAS PLACED INSIDE OF THE NOS LOGO CAP.
 DE6869
 DE6869                          STATION RECOVERY (2014)
 DE6869
 DE6869'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (RWH)
 DE6869'RECOVERED IN GOOD CONDITION.
 DE6869'
 DE6869'NOTE-WITH THESE CHANGES, LOCATED 85.8 FT (26.2 M) SOUTHWEST OF A 1.3
 DE6869'FT (0.4 M) DIAMETER OAK TREE THAT IS LOCATED ON THE FENCE LINE, 33.3
 DE6869'FT (10.1 M) NORTHWEST OF THE CENTERLINE OF SHANDS PIER ROAD, 20.0 FT
 DE6869'(6.1 M) NORTHEAST OF THE CENTERLINE OF A DIRT ROAD AND FENCE GATE,
 DE6869'11.6 FT (3.5 M) NORTHEAST OF A WOODEN GATE POST - THE GATE LOCK POST,
 DE6869'1.5 FT (0.5 M) SOUTH OF A 0.5 FT (15 CM) DIAMETER WOODEN FENCE POST,
 DE6869'1.3 FT (0.4 M) SOUTHWEST OF A SIX STRAND SMOOTH WIRE FENCE (THE FENCE
 DE6869'IS NOT A BARBWIRE FENCE), 1.0 FT (0.3 M) SOUTHWEST OF A CARSONITE
 DE6869'WITNESS POST, THE NOS LOGO CAP IS RECESSED 0.1 FT (0.0 M) BELOW THE
 DE6869'LEVEL OF THE GROUND, THE DATUM POINT IS RECESSED 0.3 FT (9 CM) BELOW
 DE6869'THE LEVEL OF THE NOS LOGO CAP, THE MARK IS ABOUT LEVEL WITH SHANDS
 DE6869'PIER ROAD.
 DE6869
 DE6869                          STATION RECOVERY (2020)
 DE6869
 DE6869'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2020 (JO)
 DE6869'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6870 ***********************************************************************
 DE6870  TIDAL BM    -  This is a Tidal Bench Mark.
 DE6870  DESIGNATION -  872 0503 D
 DE6870  PID         -  DE6870
 DE6870  STATE/COUNTY-  FL/CLAY
 DE6870  COUNTRY     -  US
 DE6870  USGS QUAD   -  GREEN COVE SPRINGS (2018)
 DE6870
 DE6870                         *CURRENT SURVEY CONTROL
 DE6870  ______________________________________________________________________
 DE6870* NAD 83(1986) POSITION- 29 58 37.14   (N) 081 38 16.54   (W)   HD_HELD1
 DE6870* NAVD 88 ORTHO HEIGHT -     2.362 (meters)        7.75  (feet) ADJUSTED
 DE6870  ______________________________________________________________________
 DE6870  GEOID HEIGHT    -        -28.190 (meters)                     GEOID18
 DE6870  DYNAMIC HEIGHT  -          2.359 (meters)        7.74  (feet) COMP
 DE6870  MODELED GRAVITY -    979,336.3   (mgal)                       NAVD 88
 DE6870
 DE6870  VERT ORDER      -  SECOND    CLASS I
 DE6870
 DE6870.The horizontal coordinates were determined by differentially corrected
 DE6870.hand held GPS observations or other comparable positioning techniques
 DE6870.and have an estimated accuracy of +/- 3 meters.
 DE6870
 DE6870.The orthometric height was determined by differential leveling and
 DE6870.adjusted by the NATIONAL GEODETIC SURVEY
 DE6870.in May 2014.
 DE6870
 DE6870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6870.GEOID18 height accuracy estimate available here.
 DE6870
 DE6870.This Tidal Bench Mark is designated as VM 13492
 DE6870.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DE6870
 DE6870.Click photographs - Photos may exist for this station.
 DE6870
 DE6870.The dynamic height is computed by dividing the NAVD 88
 DE6870.geopotential number by the normal gravity value computed on the
 DE6870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6870.degrees latitude (g = 980.6199 gals.).
 DE6870
 DE6870.The modeled gravity was interpolated from observed gravity values.
 DE6870
 DE6870;                    North         East    Units  Estimated Accuracy
 DE6870;SPC FL E     -   625,487.5     138,437.5     MT  (+/- 3 meters HH1 GPS) 
 DE6870
 DE6870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3845816406(NAD 83)
 DE6870
 DE6870                          SUPERSEDED SURVEY CONTROL
 DE6870
 DE6870  NAVD 88 (01/27/10)    2.368  (m)            7.77   (f) SUPERSEDED  2 1
 DE6870  NAVD 88 (05/04/04)    2.370  (m)            7.78   (f) SUPERSEDED  2 1
 DE6870
 DE6870.Superseded values are not recommended for survey control.
 DE6870
 DE6870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DE6870.See file dsdata.pdf to determine how the superseded data were derived.
 DE6870
 DE6870_MARKER: DB = BENCH MARK DISK
 DE6870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6870_STAMPING: 0503 D 1995
 DE6870_MARK LOGO: NOS
 DE6870_PROJECTION: PROJECTING 3 CENTIMETERS
 DE6870_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6870+STABILITY: SURFACE MOTION
 DE6870_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6870+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2014
 DE6870
 DE6870  HISTORY     - Date     Condition        Report By
 DE6870  HISTORY     - 1995     MONUMENTED       FLDEP
 DE6870  HISTORY     - 20041107 GOOD             FLDEP
 DE6870  HISTORY     - 20140224 GOOD             FLDEP
 DE6870
 DE6870                          STATION DESCRIPTION
 DE6870
 DE6870'DESCRIBED BY FL DEPT OF ENV PRO 1995 (PBM)
 DE6870'THE MARK IS ABOUT 3.0 MI (4.8 KM) SOUTHEAST OF GREEN COVE SPRING, AT
 DE6870'THE INTERSECTION OF SHANDS PIER ROAD AND STATE ROAD 16, IN SECTION 38,
 DE6870'TOWNSHIP 6 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE JUNCTION
 DE6870'OF U.S. HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16 (FERRIS STREET)
 DE6870'IN GREEN COVE SPRING, GO SOUTH ON U.S. HIGHWAY 17 AND STATE ROAD 16
 DE6870'FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF STATE ROAD 16 EAST ON THE LEFT,
 DE6870'TURN LEFT ON STATE ROAD 16 AND GO EAST FOR 2.35 MI (3.78 KM) TO THE
 DE6870'JUNCTION OF SHANDS PIER ROAD AND THE MARK ON THE LEFT, SET IN THE TOP
 DE6870'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED 62.0 FT
 DE6870'(18.9 M) NORTH OF THE CENTERLINE OF STATE ROAD 16, 37.8 FT (11.5 M)
 DE6870'EAST OF THE APPROXIMATE CENTER OF SHANDS PIER ROAD, 3.1 FT (0.9 M)
 DE6870'SOUTHEAST OF A POWER POLE AND 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE
 DE6870'WITNESS POST.
 DE6870
 DE6870                          STATION RECOVERY (2004)
 DE6870
 DE6870'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 DE6870'RECOVERED IN GOOD CONDITION.
 DE6870'
 DE6870'LOCATED 63.0 FT (19.2 M) NORTH OF THE CENTERLINE OF STATE ROAD 16,
 DE6870'36.6 FT (11.2 M) EAST OF THE APPROXIMATE  CENTERLINE OF SHANDS PIER
 DE6870'ROAD AND 2.5 FT (0.8 M) EAST OF A WOODEN POWER POLE AND CARSONITE
 DE6870'WITNESS POST.
 DE6870
 DE6870                          STATION RECOVERY (2014)
 DE6870
 DE6870'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (RWH)
 DE6870'RECOVERED IN GOOD CONDITION.
 DE6870'
 DE6870'NOTE-WITH THESE CHANGES, LOCATED 72.5 FT (22.1 M) EAST OF A STOP SIGN
 DE6870'WITH A RED BLINKING STOP LIGHT, 63.2 FT (19.3 M) NORTHEAST OF THE
 DE6870'CENTERLINE OF STATE ROAD 16, 36.5 FT (11.1 M) SOUTHEAST OF THE
 DE6870'CENTERLINE OF SHANDS PIER ROAD, 20.0 FT (6.1 M) WEST-NORTHWEST OF A
 DE6870'THREE TRUNK OAK TREE - EACH TRUNK IS BETWEEN 0.8 FT (24 CM) AND 1.0 FT
 DE6870'(0.3 M) IN DIAMETER, 2.4 FT (0.7 M) SOUTHEAST OF A POWER POLE, 2.9 FT
 DE6870'(0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, SET IN A ROUND CONCRETE
 DE6870'MONUMENT PROJECTING 0.1 FT (0.0 M) ABOVE THE LEVEL OF THE GROUND,
 DE6870'ABOUT LEVEL WITH SHANDS PIER ROAD AND ABOUT 1.0 FT (0.3 M) BELOW THE
 DE6870'LEVEL OF STATE ROAD 16.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DE6871 ***********************************************************************
 DE6871  TIDAL BM    -  This is a Tidal Bench Mark.
 DE6871  DESIGNATION -  872 0503 E
 DE6871  PID         -  DE6871
 DE6871  STATE/COUNTY-  FL/CLAY
 DE6871  COUNTRY     -  US
 DE6871  USGS QUAD   -  GREEN COVE SPRINGS (2018)
 DE6871
 DE6871                         *CURRENT SURVEY CONTROL
 DE6871  ______________________________________________________________________
 DE6871* NAD 83(1986) POSITION- 29 58 37.0    (N) 081 38 21.2    (W)   HD_HELD2
 DE6871* NAVD 88 ORTHO HEIGHT -     3.167 (meters)       10.39  (feet) ADJUSTED
 DE6871  ______________________________________________________________________
 DE6871  GEOID HEIGHT    -        -28.189 (meters)                     GEOID18
 DE6871  DYNAMIC HEIGHT  -          3.163 (meters)       10.38  (feet) COMP
 DE6871  MODELED GRAVITY -    979,336.3   (mgal)                       NAVD 88
 DE6871
 DE6871  VERT ORDER      -  SECOND    CLASS I
 DE6871
 DE6871.The horizontal coordinates were established by autonomous hand held GPS
 DE6871.observations and have an estimated accuracy of +/- 10 meters.
 DE6871
 DE6871.The orthometric height was determined by differential leveling and
 DE6871.adjusted by the NATIONAL GEODETIC SURVEY
 DE6871.in May 2004.
 DE6871
 DE6871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DE6871.GEOID18 height accuracy estimate available here.
 DE6871
 DE6871.This Tidal Bench Mark is designated as VM 13493
 DE6871.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DE6871
 DE6871.Click photographs - Photos may exist for this station.
 DE6871
 DE6871.The dynamic height is computed by dividing the NAVD 88
 DE6871.geopotential number by the normal gravity value computed on the
 DE6871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DE6871.degrees latitude (g = 980.6199 gals.).
 DE6871
 DE6871.The modeled gravity was interpolated from observed gravity values.
 DE6871
 DE6871;                    North         East    Units  Estimated Accuracy
 DE6871;SPC FL E     -   625,484.      138,313.      MT  (+/- 10 meters HH2 GPS)
 DE6871
 DE6871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3833316402(NAD 83)
 DE6871
 DE6871                          SUPERSEDED SURVEY CONTROL
 DE6871
 DE6871.No superseded survey control is available for this station.
 DE6871
 DE6871_MARKER: DB = BENCH MARK DISK
 DE6871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DE6871_STAMPING: 0503 E 1995
 DE6871_MARK LOGO: NOS
 DE6871_PROJECTION: RECESSED 3 CENTIMETERS
 DE6871_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE6871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DE6871+STABILITY: SURFACE MOTION
 DE6871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DE6871+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2014
 DE6871
 DE6871  HISTORY     - Date     Condition        Report By
 DE6871  HISTORY     - 1995     MONUMENTED       FLDEP
 DE6871  HISTORY     - 20041107 GOOD             FLDEP
 DE6871  HISTORY     - 20140224 GOOD             FLDEP
 DE6871
 DE6871                          STATION DESCRIPTION
 DE6871
 DE6871'DESCRIBED BY FL DEPT OF ENV PRO 1995 (PBM)
 DE6871'THE MARK IS ABOUT 3.0 MI (4.8 KM) SOUTHEAST OF GREEN COVE SPRING IN
 DE6871'SECTION 38, TOWNSHIP 6 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM
 DE6871'THE JUNCTION OF U.S. HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16
 DE6871'(FERRIS STREET) IN GREEN COVE SPRING, GO SOUTH ON U.S. HIGHWAY 17 AND
 DE6871'STATE ROAD 16 FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF STATE ROAD 16
 DE6871'EAST ON THE LEFT, TURN LEFT ON STATE ROAD 16 AND GO EAST FOR 2.30 MI
 DE6871'(3.70 KM) TO A DIRT ROAD LEADING SOUTH AND THE MARK ON THE RIGHT, SET
 DE6871'IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND. LOCATED
 DE6871'60.2 FT (18.3 M) SOUTH OF THE CENTERLINE OF STATE ROAD 16, 49.0 FT
 DE6871'(14.9 M) EAST OF THE APPROXIMATE CENTER OF THE ENTRANCE TO A DIRT ROAD
 DE6871'LEADING SOUTH AND 0.7 FT (21.3 CM) NORTH OF A WOODEN FENCE LINE WITH A
 DE6871'CARSONITE WITNESS POST.
 DE6871
 DE6871                          STATION RECOVERY (2004)
 DE6871
 DE6871'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BSS)
 DE6871'RECOVERED IN GOOD CONDITION.
 DE6871'
 DE6871'LOCATED 47.0 FT (14.3 M) EAST OF THE CENTERLINE OF THE ENTRANCE DRIVE
 DE6871'TO THE JOHN P. HALL, SR.   NATURE PRESERVE (GATE NO.  28).
 DE6871
 DE6871                          STATION RECOVERY (2014)
 DE6871
 DE6871'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (RWH)
 DE6871'RECOVERED IN GOOD CONDITION.
 DE6871'
 DE6871'NOTE-WITH THESE CHANGES, THE DIRT ROAD IS THE ENTRANCE ROAD FOR THE
 DE6871'BAYARD CONSERVATION AREA - JOHN P. HALL SIR TRACT WHICH IS MANAGED BY
 DE6871'SAINT JOHNS RIVER WATER MANAGEMENT DISTRICT WITH GATE NUMBER BC05.
 DE6871'
 DE6871'LOCATED ABOUT 330.0 FT (100.6 M) NORTHEAST OF THE EXTENDED CENTERLINE
 DE6871'OF SHANDS PIER ROAD, 59.0 FT (18.0 M) SOUTHWEST OF THE CENTERLINE OF
 DE6871'STATE ROAD 16, 46.5 FT (14.2 M) SOUTHEAST OF THE DIRT ENTRANCE ROAD,
 DE6871'40.3 FT (12.3 M) SOUTH-SOUTHEAST OF A STOP SIGN, 22.3 FT (6.8 M)
 DE6871'SOUTHEAST OF A SIGN FOR BAYARD CONSERVATION AREA - JOHN P. HALL SIR
 DE6871'TRACT, 0.7 FT (21 CM) NORTHEAST OF A WOODEN FENCE LINE AND A CARSONITE
 DE6871'WITNESS POST, SET IN A ROUND CONCRETE MONUMENT ABOUT LEVEL WITH STATE
 DE6871'ROAD 16.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5344 ***********************************************************************
 DL5344  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5344  DESIGNATION -  872 0503 F
 DL5344  PID         -  DL5344
 DL5344  STATE/COUNTY-  FL/CLAY
 DL5344  COUNTRY     -  US
 DL5344  USGS QUAD   -  GREEN COVE SPRINGS (2018)
 DL5344
 DL5344                         *CURRENT SURVEY CONTROL
 DL5344  ______________________________________________________________________
 DL5344* NAD 83(1986) POSITION- 29 58 50.40   (N) 081 38 05.84   (W)   HD_HELD1
 DL5344* NAVD 88 ORTHO HEIGHT -     1.286 (meters)        4.22  (feet) ADJUSTED
 DL5344  ______________________________________________________________________
 DL5344  GEOID HEIGHT    -        -28.192 (meters)                     GEOID18
 DL5344  DYNAMIC HEIGHT  -          1.284 (meters)        4.21  (feet) COMP
 DL5344  MODELED GRAVITY -    979,336.7   (mgal)                       NAVD 88
 DL5344
 DL5344  VERT ORDER      -  SECOND    CLASS I
 DL5344
 DL5344.The horizontal coordinates were determined by differentially corrected
 DL5344.hand held GPS observations or other comparable positioning techniques
 DL5344.and have an estimated accuracy of +/- 3 meters.
 DL5344
 DL5344.The orthometric height was determined by differential leveling and
 DL5344.adjusted by the NATIONAL GEODETIC SURVEY
 DL5344.in May 2014.
 DL5344
 DL5344.No vertical observational check was made to the station.
 DL5344
 DL5344.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5344.GEOID18 height accuracy estimate available here.
 DL5344
 DL5344.This Tidal Bench Mark is designated as VM 17775
 DL5344.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5344
 DL5344.Click photographs - Photos may exist for this station.
 DL5344
 DL5344.The dynamic height is computed by dividing the NAVD 88
 DL5344.geopotential number by the normal gravity value computed on the
 DL5344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5344.degrees latitude (g = 980.6199 gals.).
 DL5344
 DL5344.The modeled gravity was interpolated from observed gravity values.
 DL5344
 DL5344;                    North         East    Units  Estimated Accuracy
 DL5344;SPC FL E     -   625,894.2     138,726.6     MT  (+/- 3 meters HH1 GPS) 
 DL5344
 DL5344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP3874716812(NAD 83)
 DL5344
 DL5344                          SUPERSEDED SURVEY CONTROL
 DL5344
 DL5344  NAVD 88 (01/27/10)    1.288  (m)            4.23   (f) SUPERSEDED  2 1
 DL5344
 DL5344.Superseded values are not recommended for survey control.
 DL5344
 DL5344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL5344.See file dsdata.pdf to determine how the superseded data were derived.
 DL5344
 DL5344_MARKER: DD = SURVEY DISK
 DL5344_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL5344_SP_SET: SIDEWALK
 DL5344_STAMPING: 0503 F 2004
 DL5344_MARK LOGO: FLDEP
 DL5344_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5344+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2014
 DL5344
 DL5344  HISTORY     - Date     Condition        Report By
 DL5344  HISTORY     - 20041101 MONUMENTED       FLDEP
 DL5344  HISTORY     - 20140224 GOOD             FLDEP
 DL5344
 DL5344                          STATION DESCRIPTION
 DL5344
 DL5344'DESCRIBED BY FL DEPT OF ENV PRO 2004
 DL5344'THE MARK IS SOUTHEAST OF GREEN COVE SPRINGS, IN SECTION 47, TOWNSHIP 6
 DL5344'SOUTH, RANGE 26  EAST.
 DL5344'
 DL5344'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (ORANGE AVENUE)
 DL5344'AND STATE ROAD  16 WEST (FERRIS STREET) IN GREEN COVE SPRINGS, GO
 DL5344'SOUTH ON U.S. HIGHWAY 17 (ORANGE  AVENUE) FOR 0.6 MI (1.0 KM) TO THE
 DL5344'JUNCTION OF STATE ROAD 16 EAST ON THE LEFT.  TURN LEFT ON STATE  ROAD
 DL5344'16 AND GO EAST FOR 2.35 MI (3.8 KM) TO THE JUNCTION OF SHANDS PIER
 DL5344'ROAD ON THE LEFT.  TURN  LEFT ON SHANDS PIER ROAD AND GO NORTHEAST FOR
 DL5344'0.3 MI (0.5 KM) TO THE SHANDS PIER BOAT RAMP  PARKING AREA ON THE
 DL5344'RIGHT AND THE MARK ON THE LEFT, SET FLUSH IN THE CONCRETE SIDEWALK  AT
 DL5344'THE ENTRANCE TO THE PIER.
 DL5344'
 DL5344'LOCATED 16.9 FT (5.2 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 DL5344'20.0 FT (6.1 M) WOODEN DECK OF  THE PIER, 16.6 FT (5.1 M) NORTH OF THE
 DL5344'SOUTHEAST CORNER OF A 5.3 FT (1.6 M) BY 10.9 FT (3.3 M) PLANTER THAT
 DL5344'IS 2.8  FT HIGH, 11.0 FT (3.4 M) NORTHEAST OF THE NORTHEAST CORNER OF
 DL5344'THE PLANTER, 0.9 FT (0.3 M) NORTHWEST OF  THE WOODEN DECK OF THE PIER
 DL5344'AND 0.2 FT (0.1 M) SOUTH OF THE 7-INCH CONCRETE CURB.
 DL5344
 DL5344                          STATION RECOVERY (2014)
 DL5344
 DL5344'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (RWH)
 DL5344'RECOVERED IN GOOD CONDITION.
 DL5344'
 DL5344'NOTE-WITH THESE CHANGES, THE PLANTER HAS BEEN REMOVED, LOCATED 65.2 FT
 DL5344'(19.9 M) NORTH-NORTHEAST OF THE SOUTHWEST END OF THE WOODEN GUARDRAIL
 DL5344'FOR THE SHANDS PIER, 11.0 FT (3.4 M) NORTHWEST OF THE CENTERLINE OF
 DL5344'THE 20.0 FT (6.1 M) WIDE WOODEN DECKING OF THE PIER AND THE EXTENDED
 DL5344'CENTERLINE OF SHANDS PIER ROAD, 1.0 FT (0.3 M) NORTHWEST OF THE
 DL5344'NORTHWEST CORNER OF THE WOODEN DECKING OF THE PIER, 0.4 FT (12 CM)
 DL5344'SOUTH OF THE INSIDE CORNER OF A 0.5 FT (15 CM) CONCRETE CURB, THE MARK
 DL5344'IS LEVEL WITH THE PIER AND SHANDS PIER ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5783 ***********************************************************************
 DL5783  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5783  DESIGNATION -  872 0554 A
 DL5783  PID         -  DL5783
 DL5783  STATE/COUNTY-  FL/ST JOHNS
 DL5783  COUNTRY     -  US
 DL5783  USGS QUAD   -  SAINT AUGUSTINE (2018)
 DL5783
 DL5783                         *CURRENT SURVEY CONTROL
 DL5783  ______________________________________________________________________
 DL5783* NAD 83(1986) POSITION- 29 55 00.     (N) 081 17 47.     (W)   SCALED
 DL5783* NAVD 88 ORTHO HEIGHT -     1.572 (meters)        5.16  (feet) ADJUSTED
 DL5783  ______________________________________________________________________
 DL5783  GEOID HEIGHT    -        -28.628 (meters)                     GEOID18
 DL5783  DYNAMIC HEIGHT  -          1.570 (meters)        5.15  (feet) COMP
 DL5783  MODELED GRAVITY -    979,323.6   (mgal)                       NAVD 88
 DL5783
 DL5783  VERT ORDER      -  FIRST     CLASS II
 DL5783
 DL5783.The horizontal coordinates were scaled from a map and have
 DL5783.an estimated accuracy of +/- 6 seconds.
 DL5783
 DL5783.The orthometric height was determined by differential leveling and
 DL5783.adjusted by the NATIONAL GEODETIC SURVEY
 DL5783.in January 2010.
 DL5783
 DL5783.No vertical observational check was made to the station.
 DL5783
 DL5783.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5783.GEOID18 height accuracy estimate available here.
 DL5783
 DL5783.This Tidal Bench Mark is designated as VM 17743
 DL5783.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5783
 DL5783.Click photographs - Photos may exist for this station.
 DL5783
 DL5783.The dynamic height is computed by dividing the NAVD 88
 DL5783.geopotential number by the normal gravity value computed on the
 DL5783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5783.degrees latitude (g = 980.6199 gals.).
 DL5783
 DL5783.The modeled gravity was interpolated from observed gravity values.
 DL5783
 DL5783;                    North         East    Units  Estimated Accuracy
 DL5783;SPC FL E     -   618,670.      171,380.      MT  (+/- 180 meters Scaled)
 DL5783
 DL5783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP713095(NAD 83)
 DL5783
 DL5783                          SUPERSEDED SURVEY CONTROL
 DL5783
 DL5783.No superseded survey control is available for this station.
 DL5783
 DL5783_MARKER: F = FLANGE-ENCASED ROD
 DL5783_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL5783+WITH SETTING: INFORMATION.
 DL5783_STAMPING: 0554 A 1996
 DL5783_MARK LOGO: NOS
 DL5783_PROJECTION: RECESSED 5 CENTIMETERS
 DL5783_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5783_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5783+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2007
 DL5783
 DL5783  HISTORY     - Date     Condition        Report By
 DL5783  HISTORY     - 1996     MONUMENTED       FLDEP
 DL5783  HISTORY     - 20070426 GOOD             FLDEP
 DL5783
 DL5783                          STATION DESCRIPTION
 DL5783
 DL5783'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5783'THE MARK IS ABOUT 2.0 MI (3.2 KM) EAST OF SAINT AUGUSTINE, IN SECTION
 DL5783'8, TOWNSHIP 7 SOUTH, RANGE 30 EAST.
 DL5783'
 DL5783'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DL5783'SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE
 DL5783'NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE
 DL5783'LEON BOULEVARD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF WEST SAN
 DL5783'CARLOS AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT, TURN LEFT ON WEST
 DL5783'SAN CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF
 DL5783'SAN MARCO AVENUE (STATE HIGHWAY A1A NORTH), TURN LEFT ON SAN MARCO
 DL5783'AVENUE (STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5
 DL5783'M) TO THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE
 DL5783'RIGHT, TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST
 DL5783'FOR 1.85 MI (3.0 KM) TO THE T-JUNCTION OF STATE ROAD A1A NORTH
 DL5783'(COASTAL HIGHWAY), TURN RIGHT ON STATE ROAD A1A (COASTAL HIGHWAY) AND
 DL5783'GO SOUTH FOR ABOUT 100.0 FT (30.5 M) TO THE JUNCTION OF POPLAR AVENUE
 DL5783'ON THE RIGHT, TURN RIGHT ON POPLAR AVENUE AND GO WESTERLY FOR 0.15 MI
 DL5783'(0.2 KM) TO THE INTERSECTION OF VILANO ROAD ON THE RIGHT, TURN RIGHT
 DL5783'ON VILANO ROAD AND GO WEST FOR 0.25 MI (0.4 KM) TO THE MARK ON THE
 DL5783'LEFT, A STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH A NOS LOGO CAP
 DL5783'RECESSED 0.8 FT (0.2 M) BELOW THE LEVEL OF THE GROUND AND BELOW THE
 DL5783'LEVEL OF VILANO ROAD, THE DATUM POINT IS RECESSED 0.2 FT (0.1 M) BELOW
 DL5783'THE NOS LOGO CAP.
 DL5783'
 DL5783'LOCATED 117.0 FT (35.7 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DL5783'FERROL ROAD, 43.0 FT (13.1 M) SOUTH OF THE CENTERLINE OF VILANO ROAD,
 DL5783'17.0 FT (5.2 M) WEST OF CONCRETE LIGHT POLE NUMBER 36155199101 AND 1.0
 DL5783'FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
 DL5783'
 DL5783'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 DL5783'LOGO CAP.
 DL5783'
 DL5783'NOTE--ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5712 ***********************************************************************
 DL5712  TIDAL BM    -  This is a Tidal Bench Mark.
 DL5712  DESIGNATION -  872 0554 B
 DL5712  PID         -  DL5712
 DL5712  STATE/COUNTY-  FL/ST JOHNS
 DL5712  COUNTRY     -  US
 DL5712  USGS QUAD   -  SAINT AUGUSTINE (2018)
 DL5712
 DL5712                         *CURRENT SURVEY CONTROL
 DL5712  ______________________________________________________________________
 DL5712* NAD 83(1986) POSITION- 29 55 00.1    (N) 081 18 00.1    (W)   HD_HELD2
 DL5712* NAVD 88 ORTHO HEIGHT -     3.856 (meters)       12.65  (feet) ADJUSTED
 DL5712  ______________________________________________________________________
 DL5712  GEOID HEIGHT    -        -28.625 (meters)                     GEOID18
 DL5712  DYNAMIC HEIGHT  -          3.850 (meters)       12.63  (feet) COMP
 DL5712  MODELED GRAVITY -    979,323.5   (mgal)                       NAVD 88
 DL5712
 DL5712  VERT ORDER      -  FIRST     CLASS II
 DL5712
 DL5712.The horizontal coordinates were established by autonomous hand held GPS
 DL5712.observations and have an estimated accuracy of +/- 10 meters.
 DL5712
 DL5712.The orthometric height was determined by differential leveling and
 DL5712.adjusted by the NATIONAL GEODETIC SURVEY
 DL5712.in January 2010.
 DL5712
 DL5712.No vertical observational check was made to the station.
 DL5712
 DL5712.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5712.GEOID18 height accuracy estimate available here.
 DL5712
 DL5712.This Tidal Bench Mark is designated as VM 17744
 DL5712.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL5712
 DL5712.Click photographs - Photos may exist for this station.
 DL5712
 DL5712.The dynamic height is computed by dividing the NAVD 88
 DL5712.geopotential number by the normal gravity value computed on the
 DL5712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5712.degrees latitude (g = 980.6199 gals.).
 DL5712
 DL5712.The modeled gravity was interpolated from observed gravity values.
 DL5712
 DL5712;                    North         East    Units  Estimated Accuracy
 DL5712;SPC FL E     -   618,671.      171,029.      MT  (+/- 10 meters HH2 GPS)
 DL5712
 DL5712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP7103809592(NAD 83)
 DL5712
 DL5712                          SUPERSEDED SURVEY CONTROL
 DL5712
 DL5712.No superseded survey control is available for this station.
 DL5712
 DL5712_MARKER: DJ = TIDAL STATION DISK
 DL5712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL5712_SP_SET: BRIDGE WALKWAY
 DL5712_STAMPING: 0554 B 1996
 DL5712_MARK LOGO: NOS
 DL5712_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL5712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL5712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL5712+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2024
 DL5712
 DL5712  HISTORY     - Date     Condition        Report By
 DL5712  HISTORY     - 1996     MONUMENTED       FLDEP
 DL5712  HISTORY     - 20070426 GOOD             FLDEP
 DL5712  HISTORY     - 20200211 GOOD             USPSQD
 DL5712  HISTORY     - 20240207 GOOD             INDIV
 DL5712
 DL5712                          STATION DESCRIPTION
 DL5712
 DL5712'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL5712'THE MARK IS ABOUT 2.0 MI (3.2 KM) EAST OF SAINT AUGUSTINE, IN SECTION
 DL5712'4, TOWNSHIP 7 SOUTH, RANGE 30 EAST.
 DL5712'
 DL5712'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DL5712'SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE
 DL5712'NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE
 DL5712'LEON BOULEVARD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF WEST SAN
 DL5712'CARLOS AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT, TURN LEFT ON WEST
 DL5712'SAN CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF
 DL5712'SAN MARCO AVENUE (STATE HIGHWAY A1A NORTH), TURN LEFT ON SAN MARCO
 DL5712'AVENUE (STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5
 DL5712'M) TO THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE
 DL5712'RIGHT, TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST
 DL5712'FOR 1.85 MI (3.0 KM) TO THE T-JUNCTION OF STATE ROAD A1A (COASTAL
 DL5712'HIGHWAY), TURN RIGHT ON STATE ROAD A1A (COASTAL HIGHWAY) AND GO SOUTH
 DL5712'FOR ABOUT 100.0 FT (30.5 M) TO THE JUNCTION OF POPLAR AVENUE ON THE
 DL5712'RIGHT, TURN RIGHT ON POPLAR AVENUE AND GO WESTERLY FOR 0.15 MI (0.2
 DL5712'KM) TO THE INTERSECTION OF VILANO ROAD ON THE RIGHT, TURN RIGHT ON
 DL5712'VILANO ROAD AND GO WEST FOR 0.3 MI (0.5 KM) TO THE END OF VILANO ROAD
 DL5712'AND THE VILANO BEACH FISHING PIER, NOW BY WALKING GO WEST ON THE
 DL5712'FISHING PIER FOR 684.0 FT (208.5 M) TO THE MARK ON THE RIGHT A NOS
 DL5712'DISK SET FLUSH IN THE CONCRETE WALKWAY ON THE NORTHWEST END OF THE
 DL5712'VILANO BEACH FISHING PIER.
 DL5712'
 DL5712'LOCATED ABOUT 684.0 FT (208.5 M) WEST OF THE EAST END OF THE PIER,
 DL5712'32.0 FT (9.8 M) NORTHEAST OF 872 0554 AQUA TRAK (TIDE GAGE), 11.0 FT
 DL5712'(3.4 M) NORTH OF THE CENTERLINE OF THE FISHING PIER AND 4.0 FT (1.2 M)
 DL5712'EAST OF THE NORTHWEST END OF THE PIER.
 DL5712
 DL5712                          STATION RECOVERY (2020)
 DL5712
 DL5712'RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)
 DL5712'RECOVERED IN GOOD CONDITION.
 DL5712
 DL5712                          STATION RECOVERY (2024)
 DL5712
 DL5712'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (STH)
 DL5712'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL5782 ***********************************************************************
 DL5782  DESIGNATION -  872 0554 D
 DL5782  PID         -  DL5782
 DL5782  STATE/COUNTY-  FL/ST JOHNS
 DL5782  COUNTRY     -  US
 DL5782  USGS QUAD   -  SAINT AUGUSTINE (2018)
 DL5782
 DL5782                         *CURRENT SURVEY CONTROL
 DL5782  ______________________________________________________________________
 DL5782* NAD 83(1986) POSITION- 29 55 01.     (N) 081 17 37.     (W)   SCALED
 DL5782* NAVD 88 ORTHO HEIGHT -     1.630 (meters)        5.35  (feet) ADJUSTED
 DL5782  ______________________________________________________________________
 DL5782  GEOID HEIGHT    -        -28.630 (meters)                     GEOID18
 DL5782  DYNAMIC HEIGHT  -          1.628 (meters)        5.34  (feet) COMP
 DL5782  MODELED GRAVITY -    979,323.7   (mgal)                       NAVD 88
 DL5782
 DL5782  VERT ORDER      -  FIRST     CLASS II
 DL5782
 DL5782.The horizontal coordinates were scaled from a map and have
 DL5782.an estimated accuracy of +/- 6 seconds.
 DL5782
 DL5782.The orthometric height was determined by differential leveling and
 DL5782.adjusted by the NATIONAL GEODETIC SURVEY
 DL5782.in January 2010.
 DL5782
 DL5782.No vertical observational check was made to the station.
 DL5782
 DL5782.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL5782.GEOID18 height accuracy estimate available here.
 DL5782
 DL5782.Click photographs - Photos may exist for this station.
 DL5782
 DL5782.The dynamic height is computed by dividing the NAVD 88
 DL5782.geopotential number by the normal gravity value computed on the
 DL5782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL5782.degrees latitude (g = 980.6199 gals.).
 DL5782
 DL5782.The modeled gravity was interpolated from observed gravity values.
 DL5782
 DL5782;                    North         East    Units  Estimated Accuracy
 DL5782;SPC FL E     -   618,700.      171,650.      MT  (+/- 180 meters Scaled)
 DL5782
 DL5782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP716096(NAD 83)
 DL5782
 DL5782                          SUPERSEDED SURVEY CONTROL
 DL5782
 DL5782.No superseded survey control is available for this station.
 DL5782
 DL5782_MARKER: F = FLANGE-ENCASED ROD
 DL5782_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL5782+WITH SETTING: INFORMATION.
 DL5782_STAMPING: 0554 D 2007
 DL5782_MARK LOGO: NGS
 DL5782_PROJECTION: RECESSED 61 CENTIMETERS
 DL5782_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL5782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL5782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL5782+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2007
 DL5782
 DL5782  HISTORY     - Date     Condition        Report By
 DL5782  HISTORY     - 20070215 MONUMENTED       FLDEP
 DL5782  HISTORY     - 20070426 GOOD             FLDEP
 DL5782
 DL5782                          STATION DESCRIPTION
 DL5782
 DL5782'DESCRIBED BY FL DEPT OF ENV PRO 2007 (MLS)
 DL5782'THE MARK IS ABOUT 2.0 MI (3.2 KM) NORTHEAST OF SAINT AUGUSTINE, IN
 DL5782'SECTION 9, TOWNSHIP 7 SOUTH, RANGE 30 EAST.
 DL5782'
 DL5782'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 DL5782'SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE
 DL5782'NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE
 DL5782'LEON BOULEVARD) FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF WEST SAN
 DL5782'CARLOS AVENUE (STATE HIGHWAY A1A NORTH) ON THE LEFT, TURN LEFT ON WEST
 DL5782'SAN CARLOS AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF
 DL5782'SAN MARCO AVENUE (STATE HIGHWAY A1A NORTH), TURN LEFT ON SAN MARCO
 DL5782'AVENUE (STATE HIGHWAY A1A NORTH) AND GO NORTH FOR ABOUT 100.0 FT (30.5
 DL5782'M) TO THE JUNCTION OF MAY STREET (STATE HIGHWAY A1A NORTH) ON THE
 DL5782'RIGHT, TURN RIGHT ON MAY STREET (STATE HIGHWAY A1A NORTH) AND GO EAST
 DL5782'FOR 1.85 MI (3.0 KM) TO THE T-JUNCTION OF STATE ROAD A1A NORTH
 DL5782'(COASTAL HIGHWAY), TURN RIGHT ON STATE ROAD A1A (COASTAL HIGHWAY) AND
 DL5782'GO SOUTH FOR ABOUT 100.0 FT (30.5 M) TO THE JUNCTION OF POPLAR AVENUE
 DL5782'ON THE RIGHT, TURN RIGHT ON POPLAR AVENUE AND GO WESTERLY FOR 0.15 MI
 DL5782'(0.2 KM) TO THE INTERSECTION OF VILANO ROAD AND THE MARK ON THE LEFT,
 DL5782'A STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH A NGS LOGO CAP
 DL5782'RECESSED 0.8 FT (0.2 M) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 DL5782'VILANO ROAD, THE DATUM POINT IS RECESSED 1.4 FT (0.4 M) BELOW THE
 DL5782'LEVEL OF THE NGS LOGO CAP.
 DL5782'
 DL5782'LOCATED 115.0 FT (35.1 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DL5782'WEST ENTRANCE TO A STORE (LIL-S CHAMP), 46.2 FT (14.1 M) NORTH OF THE
 DL5782'CENTERLINE OF VILANO ROAD AND 9.0 FT (2.7 M) EAST OF A WOODEN LIGHT
 DL5782'POLE NUMBER 36155379304.
 DL5782'
 DL5782'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL5782'LOGO CAP.  NOTE--ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1533 ***********************************************************************
 AQ1533  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1533  DESIGNATION -  872 0576 13
 AQ1533  PID         -  AQ1533
 AQ1533  STATE/COUNTY-  FL/ST JOHNS
 AQ1533  COUNTRY     -  US
 AQ1533  USGS QUAD   -  SAINT AUGUSTINE (2018)
 AQ1533
 AQ1533                         *CURRENT SURVEY CONTROL
 AQ1533  ______________________________________________________________________
 AQ1533* NAD 83(1986) POSITION- 29 53 34.5    (N) 081 18 40.6    (W)   HD_HELD2
 AQ1533* NAVD 88 ORTHO HEIGHT -     3.447 (meters)       11.31  (feet) ADJUSTED
 AQ1533  ______________________________________________________________________
 AQ1533  GEOID HEIGHT    -        -28.635 (meters)                     GEOID18
 AQ1533  DYNAMIC HEIGHT  -          3.443 (meters)       11.30  (feet) COMP
 AQ1533  MODELED GRAVITY -    979,318.7   (mgal)                       NAVD 88
 AQ1533
 AQ1533  VERT ORDER      -  FIRST     CLASS II
 AQ1533
 AQ1533.The horizontal coordinates were established by autonomous hand held GPS
 AQ1533.observations and have an estimated accuracy of +/- 10 meters.
 AQ1533
 AQ1533.The orthometric height was determined by differential leveling and
 AQ1533.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1533.in April 2002.
 AQ1533
 AQ1533.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1533.GEOID18 height accuracy estimate available here.
 AQ1533
 AQ1533.This Tidal Bench Mark is designated as VM 5209
 AQ1533.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1533
 AQ1533.Click photographs - Photos may exist for this station.
 AQ1533
 AQ1533.The dynamic height is computed by dividing the NAVD 88
 AQ1533.geopotential number by the normal gravity value computed on the
 AQ1533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1533.degrees latitude (g = 980.6199 gals.).
 AQ1533
 AQ1533.The modeled gravity was interpolated from observed gravity values.
 AQ1533
 AQ1533;                    North         East    Units  Estimated Accuracy
 AQ1533;SPC FL E     -   616,039.      169,935.      MT  (+/- 10 meters HH2 GPS)
 AQ1533
 AQ1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6994506960(NAD 83)
 AQ1533
 AQ1533                          SUPERSEDED SURVEY CONTROL
 AQ1533
 AQ1533  NAVD 88 (06/15/91)    3.439  (m)           11.28   (f) SUPERSEDED  2 1
 AQ1533  NGVD 29 (09/01/92)    3.761  (m)           12.34   (f) ADJUSTED    2 1
 AQ1533
 AQ1533.Superseded values are not recommended for survey control.
 AQ1533
 AQ1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1533.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1533
 AQ1533_MARKER: Z = SEE DESCRIPTION
 AQ1533_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AQ1533+WITH SETTING: PAVEMENT
 AQ1533_SP_SET: TOP OF BRONZE EAGLES HEAD
 AQ1533_MARK LOGO: NOS
 AQ1533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1533+STABILITY: SURFACE MOTION
 AQ1533_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1533+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2023
 AQ1533
 AQ1533  HISTORY     - Date     Condition        Report By
 AQ1533  HISTORY     - 1974     MONUMENTED       NOS
 AQ1533  HISTORY     - 1976     GOOD             FLDNR
 AQ1533  HISTORY     - 1978     GOOD             FLDNR
 AQ1533  HISTORY     - 1987     GOOD             FLDNR
 AQ1533  HISTORY     - 1989     GOOD             USPSQD
 AQ1533  HISTORY     - 20070318 GOOD             FLDEP
 AQ1533  HISTORY     - 20150307 GOOD             GEOCAC
 AQ1533  HISTORY     - 20200211 GOOD             USPSQD
 AQ1533  HISTORY     - 20230221 GOOD             USPSQD
 AQ1533
 AQ1533                          STATION DESCRIPTION
 AQ1533
 AQ1533'DESCRIBED BY FL DEPT OF NAT RES 1976
 AQ1533'IN ST AUGUSTINE.
 AQ1533'THE BENCH MARK IS A BRONZE MEMORIAL STATUE, UNSTAMPED, LOCATED AT THE
 AQ1533'TOP OF THE HEAD OF THE BRONZE EAGLE (18 INCH WING SPREAD) AT THE
 AQ1533'MEMORIAL FLAGPOLE IN THE CIRCLE BETWEEN CHARLOTTE STREET, CATHEDRAL
 AQ1533'PLACE, AND AVENIDA MENENDEZ.  ON THE SOUTH SIDE OF THE BRONZE FLAGPOLE
 AQ1533'BASE.  ABOUT 55 FEET EAST OF CENTERLINE OF CHARLOTTE STREET, ABOUT 50
 AQ1533'FEET NORTH OF CENTERLINE OF CATHEDRAL PLACE.  ABOUT 5 FEET ABOVE
 AQ1533'SIDEWALK.
 AQ1533
 AQ1533                          STATION RECOVERY (1978)
 AQ1533
 AQ1533'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AQ1533'RECOVERED IN GOOD CONDITION.
 AQ1533
 AQ1533                          STATION RECOVERY (1987)
 AQ1533
 AQ1533'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1533'RECOVERED AS DESCRIBED.
 AQ1533
 AQ1533                          STATION RECOVERY (1989)
 AQ1533
 AQ1533'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1533'RECOVERED IN GOOD CONDITION.
 AQ1533
 AQ1533                          STATION RECOVERY (2007)
 AQ1533
 AQ1533'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AQ1533'THE MARK IS IN SAINT AUGUSTINE, AT THE INTERSECTION OF CATHEDRAL PLACE
 AQ1533'AND CHARLOTTE STREETS, CITY OF SAINT AUGUSTINE (GRANT).
 AQ1533'
 AQ1533'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 AQ1533'SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE
 AQ1533'NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE
 AQ1533'LEON BOULEVARD) FOR 1.95 MI (3.1 KM) TO THE INTERSECTION OF KING
 AQ1533'STREET, TURN LEFT ON KING STREET AND GO EAST FOR 0.85 MI (1.4 KM) TO
 AQ1533'THE JUNCTION OF AVENIDA MENENDEZ, TURN LEFT ON AVENIDA MENENDEZ AND GO
 AQ1533'NORTH FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF CATHEDRAL PLACE ON THE
 AQ1533'LEFT AND THE MARK ON THE LEFT, THE BENCH MARK IS A BRONZE MEMORIAL
 AQ1533'STATUE, UNSTAMPED, APPROXIMATELY 5.0 FT (1.5 M) ABOVE THE LEVEL OF THE
 AQ1533'SIDEWALK.
 AQ1533'
 AQ1533'LOCATED AT THE TOP OF THE HEAD OF THE BRONZE EAGLE (18 INCH WING
 AQ1533'SPREAD) AT THE MEMORIAL FLAGPOLE IN THE CIRCLE BETWEEN CHARLOTTE
 AQ1533'STREET, CATHEDRAL PLACE AND AVENIDA MENENDEZ, ON THE SOUTH SIDE OF THE
 AQ1533'BRONZE FLAGPOLE BASE, APPROXIMATE 55.0 FT (16.8 M) EAST OF THE
 AQ1533'CENTERLINE OF CHARLOTTE STREET AND APPROXIMATE 50.0 FT (15.2 M) NORTH
 AQ1533'OF THE CENTERLINE OF CATHEDRAL PLACE.
 AQ1533
 AQ1533                          STATION RECOVERY (2015)
 AQ1533
 AQ1533'RECOVERY NOTE BY GEOCACHING 2015 (RLM)
 AQ1533'RECOVERED AS DESCRIBED.
 AQ1533
 AQ1533                          STATION RECOVERY (2020)
 AQ1533
 AQ1533'RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)
 AQ1533'RECOVERED IN GOOD CONDITION.
 AQ1533
 AQ1533                          STATION RECOVERY (2023)
 AQ1533
 AQ1533'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 AQ1533'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1544 ***********************************************************************
 AQ1544  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1544  DESIGNATION -  872 0576 6 RESET
 AQ1544  PID         -  AQ1544
 AQ1544  STATE/COUNTY-  FL/ST JOHNS
 AQ1544  COUNTRY     -  US
 AQ1544  USGS QUAD   -  SAINT AUGUSTINE (2018)
 AQ1544
 AQ1544                         *CURRENT SURVEY CONTROL
 AQ1544  ______________________________________________________________________
 AQ1544* NAD 83(1986) POSITION- 29 53 32.3    (N) 081 18 46.2    (W)   HD_HELD2
 AQ1544* NAVD 88 ORTHO HEIGHT -     2.048 (meters)        6.72  (feet) ADJUSTED
 AQ1544  ______________________________________________________________________
 AQ1544  GEOID HEIGHT    -        -28.634 (meters)                     GEOID18
 AQ1544  DYNAMIC HEIGHT  -          2.045 (meters)        6.71  (feet) COMP
 AQ1544  MODELED GRAVITY -    979,318.5   (mgal)                       NAVD 88
 AQ1544
 AQ1544  VERT ORDER      -  FIRST     CLASS II
 AQ1544
 AQ1544.The horizontal coordinates were established by autonomous hand held GPS
 AQ1544.observations and have an estimated accuracy of +/- 10 meters.
 AQ1544
 AQ1544.The orthometric height was determined by differential leveling and
 AQ1544.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1544.in January 2010.
 AQ1544
 AQ1544.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1544.GEOID18 height accuracy estimate available here.
 AQ1544
 AQ1544.This Tidal Bench Mark is designated as VM 19389
 AQ1544.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1544
 AQ1544.Click photographs - Photos may exist for this station.
 AQ1544
 AQ1544.The dynamic height is computed by dividing the NAVD 88
 AQ1544.geopotential number by the normal gravity value computed on the
 AQ1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1544.degrees latitude (g = 980.6199 gals.).
 AQ1544
 AQ1544.The modeled gravity was interpolated from observed gravity values.
 AQ1544
 AQ1544;                    North         East    Units  Estimated Accuracy
 AQ1544;SPC FL E     -   615,971.      169,785.      MT  (+/- 10 meters HH2 GPS)
 AQ1544
 AQ1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP6979506893(NAD 83)
 AQ1544
 AQ1544                          SUPERSEDED SURVEY CONTROL
 AQ1544
 AQ1544  NAVD 88 (06/15/91)    2.042  (m)            6.70   (f) SUPERSEDED  1 1
 AQ1544
 AQ1544.Superseded values are not recommended for survey control.
 AQ1544
 AQ1544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1544.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1544
 AQ1544_MARKER: Q = CHISELED SQUARE
 AQ1544_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AQ1544_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1544+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2023
 AQ1544
 AQ1544  HISTORY     - Date     Condition        Report By
 AQ1544  HISTORY     - UNK      MONUMENTED       NOS
 AQ1544  HISTORY     - 19910324 GOOD             NGS
 AQ1544  HISTORY     - 20050109 GOOD             USPSQD
 AQ1544  HISTORY     - 20070318 GOOD             FLDEP
 AQ1544  HISTORY     - 20090205 GOOD             FLDEP
 AQ1544  HISTORY     - 20160215 GOOD             USPSQD
 AQ1544  HISTORY     - 20200211 GOOD             USPSQD
 AQ1544  HISTORY     - 20230221 GOOD             USPSQD
 AQ1544
 AQ1544                          STATION DESCRIPTION
 AQ1544
 AQ1544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AQ1544'IN SAINT AUGUSTINE, AT THE INTERSECTION OF KING AND SAINT GEORGE
 AQ1544'STREETS, A 1-INCH OUTLINED CHISELED SQUARE IN THE NORTH SIDE OF A
 AQ1544'6-INCH MARBLE POST IN THE NORTH CURB OF KING STREET, 7.8 M (25.6 FT)
 AQ1544'NORTH OF AND LEVEL WITH THE CENTERLINE OF KING STREET, AND 5.6 M
 AQ1544'(18.4 FT) WEST OF THE CENTERLINE OF SAINT GEORGE STREET.
 AQ1544
 AQ1544                          STATION RECOVERY (2005)
 AQ1544
 AQ1544'RECOVERY NOTE BY US POWER SQUADRON 2005 (CHN)
 AQ1544'RECOVERED IN GOOD CONDITION.
 AQ1544
 AQ1544                          STATION RECOVERY (2007)
 AQ1544
 AQ1544'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AQ1544'THE MARK IS IN SAINT AUGUSTINE, AT THE INTERSECTION OF KING AND SAINT
 AQ1544'GEORGE STREETS, CITY OF SAINT AUGUSTINE (GRANT).
 AQ1544'
 AQ1544'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 16 (GREEN COVE
 AQ1544'SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) ON THE
 AQ1544'NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 (PONCE DE
 AQ1544'LEON BOULEVARD) FOR 1.95 MI (3.1 KM) TO THE INTERSECTION OF KING
 AQ1544'STREET, TURN LEFT ON KING STREET AND GO EAST FOR 0.75 MI (1.2 KM) TO
 AQ1544'THE INTERSECTION OF SAINT GEORGE STREET AND THE MARK ON THE LEFT, A
 AQ1544'1-INCH (3 CM) OUTLINED CHISELED SQUARE IN THE NORTH SIDE OF A 6-INCH
 AQ1544'(15 CM) MARBLE POST IN THE NORTH CURB OF KING STREET.
 AQ1544'
 AQ1544'LOCATED 25.6 FT (7.8 M) NORTH OF THE CENTERLINE OF KING STREET, 18.4
 AQ1544'FT (5.6 M) WEST OF THE CENTERLINE OF SAINT GEORGE STREET.
 AQ1544
 AQ1544                          STATION RECOVERY (2009)
 AQ1544
 AQ1544'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AQ1544'RECOVERED AS DESCRIBED.
 AQ1544
 AQ1544                          STATION RECOVERY (2016)
 AQ1544
 AQ1544'RECOVERY NOTE BY US POWER SQUADRON 2016 (MLG)
 AQ1544'RECOVERED IN GOOD CONDITION.
 AQ1544
 AQ1544                          STATION RECOVERY (2020)
 AQ1544
 AQ1544'RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)
 AQ1544'RECOVERED IN GOOD CONDITION.
 AQ1544
 AQ1544                          STATION RECOVERY (2023)
 AQ1544
 AQ1544'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 AQ1544'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0276 ***********************************************************************
 AQ0276  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ0276  DESIGNATION -  872 0576 TIDAL 12
 AQ0276  PID         -  AQ0276
 AQ0276  STATE/COUNTY-  FL/ST JOHNS
 AQ0276  COUNTRY     -  US
 AQ0276  USGS QUAD   -  SAINT AUGUSTINE (2018)
 AQ0276
 AQ0276                         *CURRENT SURVEY CONTROL
 AQ0276  ______________________________________________________________________
 AQ0276* NAD 83(1986) POSITION- 29 53 31.     (N) 081 18 37.     (W)   SCALED
 AQ0276* NAVD 88 ORTHO HEIGHT -     1.386 (meters)        4.55  (feet) ADJUSTED
 AQ0276  ______________________________________________________________________
 AQ0276  GEOID HEIGHT    -        -28.637 (meters)                     GEOID18
 AQ0276  DYNAMIC HEIGHT  -          1.384 (meters)        4.54  (feet) COMP
 AQ0276  MODELED GRAVITY -    979,318.5   (mgal)                       NAVD 88
 AQ0276
 AQ0276  VERT ORDER      -  FIRST     CLASS I
 AQ0276
 AQ0276.The horizontal coordinates were scaled from a map and have
 AQ0276.an estimated accuracy of +/- 6 seconds.
 AQ0276
 AQ0276.The orthometric height was determined by differential leveling and
 AQ0276.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0276.in May 1994.
 AQ0276
 AQ0276.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0276.GEOID18 height accuracy estimate available here.
 AQ0276
 AQ0276.This Tidal Bench Mark is designated as VM 5208
 AQ0276.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ0276
 AQ0276.Click photographs - Photos may exist for this station.
 AQ0276
 AQ0276.The dynamic height is computed by dividing the NAVD 88
 AQ0276.geopotential number by the normal gravity value computed on the
 AQ0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0276.degrees latitude (g = 980.6199 gals.).
 AQ0276
 AQ0276.The modeled gravity was interpolated from observed gravity values.
 AQ0276
 AQ0276;                    North         East    Units  Estimated Accuracy
 AQ0276;SPC FL E     -   615,930.      170,030.      MT  (+/- 180 meters Scaled)
 AQ0276
 AQ0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP700068(NAD 83)
 AQ0276
 AQ0276                          SUPERSEDED SURVEY CONTROL
 AQ0276
 AQ0276  NAVD 88 (06/15/91)    1.378  (m)            4.52   (f) SUPERSEDED  1 1
 AQ0276  NGVD 29 (09/01/92)    1.699  (m)            5.57   (f) ADJUSTED    1 1
 AQ0276
 AQ0276.Superseded values are not recommended for survey control.
 AQ0276
 AQ0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0276.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0276
 AQ0276_MARKER: DJ = TIDAL STATION DISK
 AQ0276_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ0276_SP_SET: SEAWALL
 AQ0276_STAMPING: 12 1974
 AQ0276_MARK LOGO: NOS
 AQ0276_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0276+STABILITY: SURFACE MOTION
 AQ0276_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0276+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1991
 AQ0276
 AQ0276  HISTORY     - Date     Condition        Report By
 AQ0276  HISTORY     - 1974     MONUMENTED       NGS
 AQ0276  HISTORY     - 1975     GOOD             NGS
 AQ0276  HISTORY     - 1976     GOOD             NGS
 AQ0276  HISTORY     - 1978     GOOD             FLDNR
 AQ0276  HISTORY     - 1987     GOOD             FLDNR
 AQ0276  HISTORY     - 1989     GOOD             USPSQD
 AQ0276  HISTORY     - 19910303 GOOD             USPSQD
 AQ0276  HISTORY     - 19910324 GOOD             NGS
 AQ0276
 AQ0276                          STATION DESCRIPTION
 AQ0276
 AQ0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AQ0276'AT ST AUGUSTINE.
 AQ0276'AT ST. AUGUSTINE, IN THE TOP OF A 2 FOOT THICK SEAWALL AT THE
 AQ0276'CITY YACHT PIER, 99.0 FEET EAST OF THE EAST CURB OF AVENIDA
 AQ0276'MENENDEZ STREET, 3.0 FEET NORTH OF THE NORTH SIDE OF A CONCRETE
 AQ0276'DECK AND THE RAIL OF THE PIER, 35.0 FEET EAST OF THE EAST SIDE
 AQ0276'OF THE CITY YACHT PIER BUILDING AT THE STREET, ALONG AVENIDA
 AQ0276'MENENDEZ STREET BETWEEN CADIZ AND MARINE STREETS, ABOUT 2 FEET
 AQ0276'LOWER THAN THE PIER.
 AQ0276
 AQ0276                          STATION RECOVERY (1976)
 AQ0276
 AQ0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AQ0276'THE BENCH MARK IS A STANDARD NOS BRONZE DISK, STAMPED 12,1974, SET
 AQ0276'FLUSH IN THE TOP CENTER OF THE 2 FEET THICK SEAWALL AT THE CITY YACHT
 AQ0276'PIER.  3 FEET NORTH OF THE NORTH SIDE OF THE CONCRETE DECK AND RAIL OF
 AQ0276'PIER, AND 2 FEET BELOW IT.  ABOUT 35 FEET EAST OF THE EAST SIDE OF THE
 AQ0276'CITY YACHT PIER BUILDING AT THE STREET.
 AQ0276
 AQ0276                          STATION RECOVERY (1978)
 AQ0276
 AQ0276'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AQ0276'RECOVERED IN GOOD CONDITION.
 AQ0276
 AQ0276                          STATION RECOVERY (1987)
 AQ0276
 AQ0276'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ0276'RECOVERED AS DESCRIBED.
 AQ0276
 AQ0276                          STATION RECOVERY (1989)
 AQ0276
 AQ0276'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ0276'RECOVERED IN GOOD CONDITION.
 AQ0276
 AQ0276                          STATION RECOVERY (1991)
 AQ0276
 AQ0276'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AQ0276'RECOVERED IN GOOD CONDITION.
 AQ0276
 AQ0276                          STATION RECOVERY (1991)
 AQ0276
 AQ0276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0276'IN SAINT AUGUSTINE, AT 100 AVENIDA MENENDEZ, IN A CONCRETE RETAINING
 AQ0276'WALL, 13.4 M (44.0 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE
 AQ0276'MUNICIPAL MARINA AT 100 AVENIDA MENENDEZ, 0.8 M (2.6 FT) NORTH OF THE
 AQ0276'NORTH EDGE OF THE PIER, 0.7 M (2.3 FT) BELOW THE LEVEL OF THE PIER,
 AQ0276'AND 0.3 M (1.0 FT) WEST OF THE EAST FACE OF THE RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9123 ***********************************************************************
 DL9123  DESIGNATION -  872 0582 A
 DL9123  PID         -  DL9123
 DL9123  STATE/COUNTY-  FL/ST JOHNS
 DL9123  COUNTRY     -  US
 DL9123  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 DL9123
 DL9123                         *CURRENT SURVEY CONTROL
 DL9123  ______________________________________________________________________
 DL9123* NAD 83(1986) POSITION- 29 52 00.8894 (N) 081 18 21.2581 (W)   SCALED
 DL9123* NAVD 88 ORTHO HEIGHT -     0.751 (meters)        2.46  (feet) ADJUSTED
 DL9123  ______________________________________________________________________
 DL9123  GEOID HEIGHT    -        -28.664 (meters)                     GEOID18
 DL9123  DYNAMIC HEIGHT  -          0.750 (meters)        2.46  (feet) COMP
 DL9123  MODELED GRAVITY -    979,313.9   (mgal)                       NAVD 88
 DL9123
 DL9123  VERT ORDER      -  SECOND    CLASS I
 DL9123
 DL9123.The horizontal coordinates were scaled from a map and have
 DL9123.an estimated accuracy of +/- 6 seconds.
 DL9123
 DL9123.The orthometric height was determined by differential leveling and
 DL9123.adjusted by the NATIONAL GEODETIC SURVEY
 DL9123.in April 2011.
 DL9123
 DL9123.No vertical observational check was made to the station.
 DL9123
 DL9123.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9123.GEOID18 height accuracy estimate available here.
 DL9123
 DL9123.Click photographs - Photos may exist for this station.
 DL9123
 DL9123.The dynamic height is computed by dividing the NAVD 88
 DL9123.geopotential number by the normal gravity value computed on the
 DL9123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9123.degrees latitude (g = 980.6199 gals.).
 DL9123
 DL9123.The modeled gravity was interpolated from observed gravity values.
 DL9123
 DL9123;                    North         East    Units  Estimated Accuracy
 DL9123;SPC FL E     -   613,130.      170,450.      MT  (+/- 180 meters Scaled)
 DL9123
 DL9123_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP7045604077(NAD 83)
 DL9123
 DL9123                          SUPERSEDED SURVEY CONTROL
 DL9123
 DL9123.No superseded survey control is available for this station.
 DL9123
 DL9123_MARKER: DB = BENCH MARK DISK
 DL9123_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL9123_SP_SET: BRIDGE PIER FOOTING
 DL9123_STAMPING: 0582 A 1998
 DL9123_MARK LOGO: NOS
 DL9123_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9123_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9123_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9123+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1998
 DL9123
 DL9123  HISTORY     - Date     Condition        Report By
 DL9123  HISTORY     - 1998     MONUMENTED       FLDEP
 DL9123  HISTORY     - 19981104 GOOD             FLDEP
 DL9123
 DL9123                          STATION DESCRIPTION
 DL9123
 DL9123'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JRD)
 DL9123'THE MARK IS ABOUT 3.5 MI (5.6 KM) NORTHWEST OF SAINT AUGUSTINE, 2.8 MI
 DL9123'(4.5 KM) SOUTH OF SAINT AUGUSTINE BEACH, IN SECTION 29, TOWNSHIP 7
 DL9123'SOUTH, RANGE 30 EAST.
 DL9123'
 DL9123'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (PONCE DE
 DL9123'LEON BOULEVARD) AND STATE ROAD 312 ON THE SOUTH SIDE OF SAINT
 DL9123'AUGUSTINE, GO EAST ON STATE ROAD 312 FOR 1.2 MI (1.9 KM) PASSING OVER
 DL9123'THE INTERCOASTAL WATERWAY (MATANZAS RIVER) TO THE EAST END OF THE
 DL9123'BRIDGE.  CONTINUE EAST ON STATE ROAD 312 FOR 0.1 MI (0.2 KM) TO A DIM
 DL9123'TRACK ROAD ON THE RIGHT PARALLEL TO STATE ROAD 312.  TURN RIGHT ON THE
 DL9123'DIM TRACK ROAD AND GO SOUTH THEN WEST FOR 0.1 MI (0.2 KM) TO THE END
 DL9123'OF TRUCK TRAVEL, NOW BY BOAT CONTINUE WEST UNDER THE BRIDGE FOR ABOUT
 DL9123'0.15 MI (0.2 KM) TO THE 11TH BRIDGE COLUMN PIER FROM THE EAST END OF
 DL9123'THE BRIDGE AND THE MARK, SET FLUSH IN THE TOP OF THE SOUTHWEST CORNER
 DL9123'OF THE CONCRETE FOOTING OF THE BRIDGE COLUMN PIER.
 DL9123'
 DL9123'LOCATED ABOUT 200.0 FT (61.0 M) WEST OF TIDAL MARK 0582 B 1998, 10.0
 DL9123'FT (3.0 M) WEST OF THE EAST SIDE COLUMN PIER, 2.7 FT (0.8 M) EAST OF
 DL9123'THE WEST SIDE OF THE COLUMN AND 1.9 FT (0.6 M) NORTH OF THE SOUTH SIDE
 DL9123'OF THE COLUMN PIER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9124 ***********************************************************************
 DL9124  DESIGNATION -  872 0582 B
 DL9124  PID         -  DL9124
 DL9124  STATE/COUNTY-  FL/ST JOHNS
 DL9124  COUNTRY     -  US
 DL9124  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 DL9124
 DL9124                         *CURRENT SURVEY CONTROL
 DL9124  ______________________________________________________________________
 DL9124* NAD 83(1986) POSITION- 29 52 00.8894 (N) 081 18 19.2580 (W)   SCALED
 DL9124* NAVD 88 ORTHO HEIGHT -     0.737 (meters)        2.42  (feet) ADJUSTED
 DL9124  ______________________________________________________________________
 DL9124  GEOID HEIGHT    -        -28.665 (meters)                     GEOID18
 DL9124  DYNAMIC HEIGHT  -          0.736 (meters)        2.41  (feet) COMP
 DL9124  MODELED GRAVITY -    979,313.9   (mgal)                       NAVD 88
 DL9124
 DL9124  VERT ORDER      -  SECOND    CLASS I
 DL9124
 DL9124.The horizontal coordinates were scaled from a map and have
 DL9124.an estimated accuracy of +/- 6 seconds.
 DL9124
 DL9124.The orthometric height was determined by differential leveling and
 DL9124.adjusted by the NATIONAL GEODETIC SURVEY
 DL9124.in April 2011.
 DL9124
 DL9124.No vertical observational check was made to the station.
 DL9124
 DL9124.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9124.GEOID18 height accuracy estimate available here.
 DL9124
 DL9124.Click photographs - Photos may exist for this station.
 DL9124
 DL9124.The dynamic height is computed by dividing the NAVD 88
 DL9124.geopotential number by the normal gravity value computed on the
 DL9124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9124.degrees latitude (g = 980.6199 gals.).
 DL9124
 DL9124.The modeled gravity was interpolated from observed gravity values.
 DL9124
 DL9124;                    North         East    Units  Estimated Accuracy
 DL9124;SPC FL E     -   613,130.      170,510.      MT  (+/- 180 meters Scaled)
 DL9124
 DL9124_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP7051004077(NAD 83)
 DL9124
 DL9124                          SUPERSEDED SURVEY CONTROL
 DL9124
 DL9124.No superseded survey control is available for this station.
 DL9124
 DL9124_MARKER: DB = BENCH MARK DISK
 DL9124_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL9124_SP_SET: BRIDGE PIER FOOTING
 DL9124_STAMPING: 0582 B 1998
 DL9124_MARK LOGO: NOS
 DL9124_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9124_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9124_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9124+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1998
 DL9124
 DL9124  HISTORY     - Date     Condition        Report By
 DL9124  HISTORY     - 1998     MONUMENTED       FLDEP
 DL9124  HISTORY     - 19981104 GOOD             FLDEP
 DL9124  HISTORY     - 20141203 GOOD             FL-109
 DL9124
 DL9124                          STATION DESCRIPTION
 DL9124
 DL9124'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JRD)
 DL9124'THE MARK IS ABOUT 3.5 MI (5.6 KM) NORTHWEST OF SAINT AUGUSTINE, 2.8 MI
 DL9124'(4.5 KM) SOUTH OF SAINT AUGUSTINE BEACH, IN SECTION 29, TOWNSHIP 7
 DL9124'SOUTH, RANGE 30 EAST.
 DL9124'
 DL9124'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (PONCE DE
 DL9124'LEON BOULEVARD) AND STATE ROAD 312 ON THE SOUTH SIDE OF SAINT
 DL9124'AUGUSTINE, GO EAST ON STATE ROAD 312 FOR 1.2 MI (1.9 KM) PASSING OVER
 DL9124'THE INTERCOASTAL WATERWAY (MATANZAS RIVER) TO THE EAST END OF THE
 DL9124'BRIDGE.  CONTINUE EAST ON STATE ROAD 312 FOR 0.1 MI (0.2 KM) TO A DIM
 DL9124'TRACK ROAD ON THE RIGHT PARALLEL TO STATE ROAD 312.  TURN RIGHT ON THE
 DL9124'DIM TRACK ROAD AND GO SOUTH THEN WEST FOR 0.1 MI (0.2 KM) TO THE END
 DL9124'OF TRUCK TRAVEL, NOW BY BOAT CONTINUE WEST UNDER THE BRIDGE FOR ABOUT
 DL9124'0.1 MI (0.2 KM) TO THE NINTH BRIDGE COLUMN PIER FROM THE EAST END OF
 DL9124'THE BRIDGE AND THE MARK, SET FLUSH IN THE TOP OF THE SOUTHWEST CORNER
 DL9124'OF THE CONCRETE FOOTING OF THE BRIDGE COLUMN PIER.
 DL9124'
 DL9124'LOCATED ABOUT 200.0 FT (61.0 M) WEST OF TIDAL MARK 0582 C 1998, 11.5
 DL9124'FT (3.5 M) WEST OF THE EAST SIDE COLUMN PIER, 4.9 FT (1.5 M) SOUTHWEST
 DL9124'OF THE BRIDGE COLUMN, 2.1 FT (0.6 M) EAST OF THE WEST SIDE OF THE
 DL9124'COLUMN AND 1.9 FT (0.6 M) NORTH OF THE SOUTH SIDE OF THE COLUMN PIER.
 DL9124
 DL9124                          STATION RECOVERY (2014)
 DL9124
 DL9124'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)
 DL9124'10TH COLUMN PIER FROM EAST
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9125 ***********************************************************************
 DL9125  DESIGNATION -  872 0582 C
 DL9125  PID         -  DL9125
 DL9125  STATE/COUNTY-  FL/ST JOHNS
 DL9125  COUNTRY     -  US
 DL9125  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 DL9125
 DL9125                         *CURRENT SURVEY CONTROL
 DL9125  ______________________________________________________________________
 DL9125* NAD 83(1986) POSITION- 29 52 00.8894 (N) 081 18 17.2579 (W)   SCALED
 DL9125* NAVD 88 ORTHO HEIGHT -     0.725 (meters)        2.38  (feet) ADJUSTED
 DL9125  ______________________________________________________________________
 DL9125  GEOID HEIGHT    -        -28.665 (meters)                     GEOID18
 DL9125  DYNAMIC HEIGHT  -          0.725 (meters)        2.38  (feet) COMP
 DL9125  MODELED GRAVITY -    979,313.9   (mgal)                       NAVD 88
 DL9125
 DL9125  VERT ORDER      -  SECOND    CLASS I
 DL9125
 DL9125.The horizontal coordinates were scaled from a map and have
 DL9125.an estimated accuracy of +/- 6 seconds.
 DL9125
 DL9125.The orthometric height was determined by differential leveling and
 DL9125.adjusted by the NATIONAL GEODETIC SURVEY
 DL9125.in April 2011.
 DL9125
 DL9125.No vertical observational check was made to the station.
 DL9125
 DL9125.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9125.GEOID18 height accuracy estimate available here.
 DL9125
 DL9125.Click photographs - Photos may exist for this station.
 DL9125
 DL9125.The dynamic height is computed by dividing the NAVD 88
 DL9125.geopotential number by the normal gravity value computed on the
 DL9125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9125.degrees latitude (g = 980.6199 gals.).
 DL9125
 DL9125.The modeled gravity was interpolated from observed gravity values.
 DL9125
 DL9125;                    North         East    Units  Estimated Accuracy
 DL9125;SPC FL E     -   613,130.      170,560.      MT  (+/- 180 meters Scaled)
 DL9125
 DL9125_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP7056404077(NAD 83)
 DL9125
 DL9125                          SUPERSEDED SURVEY CONTROL
 DL9125
 DL9125.No superseded survey control is available for this station.
 DL9125
 DL9125_MARKER: DB = BENCH MARK DISK
 DL9125_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL9125_SP_SET: BRIDGE PIER FOOTING
 DL9125_STAMPING: 0582 B 1998
 DL9125_MARK LOGO: NOS
 DL9125_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9125_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9125+SATELLITE: SATELLITE OBSERVATIONS - November 04, 1998
 DL9125
 DL9125  HISTORY     - Date     Condition        Report By
 DL9125  HISTORY     - 1998     MONUMENTED       FLDEP
 DL9125  HISTORY     - 19981104 GOOD             FLDEP
 DL9125  HISTORY     - 20141203 MARK NOT FOUND   FL-109
 DL9125
 DL9125                          STATION DESCRIPTION
 DL9125
 DL9125'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JRD)
 DL9125'THE MARK IS ABOUT 3.5 MI (5.6 KM) NORTHWEST OF SAINT AUGUSTINE, 2.8 MI
 DL9125'(4.5 KM) SOUTH OF SAINT AUGUSTINE BEACH, IN SECTION 29, TOWNSHIP 7
 DL9125'SOUTH, RANGE 30 EAST.
 DL9125'
 DL9125'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (PONCE DE
 DL9125'LEON BOULEVARD) AND STATE ROAD 312 ON THE SOUTH SIDE OF SAINT
 DL9125'AUGUSTINE, GO EAST ON STATE ROAD 312 FOR 1.2 MI (1.9 KM) PASSING OVER
 DL9125'THE INTERCOASTAL WATERWAY (MATANZAS RIVER) TO THE EAST END OF THE
 DL9125'BRIDGE.  CONTINUE EAST ON STATE ROAD 312 FOR 0.1 MI (0.2 KM) TO A DIM
 DL9125'TRACK ROAD ON THE RIGHT PARALLEL TO STATE ROAD 312.  TURN RIGHT ON THE
 DL9125'DIM TRACK ROAD AND GO SOUTH THEN WEST FOR 0.1 MI (0.2 KM) TO THE END
 DL9125'OF TRUCK TRAVEL, NOW BY BOAT CONTINUE WEST UNDER THE BRIDGE FOR ABOUT
 DL9125'0.05 MI (0.1 KM) TO THE SEVENTH BRIDGE COLUMN PIER FROM THE EAST END
 DL9125'OF THE BRIDGE AND THE MARK, SET FLUSH IN THE TOP OF THE SOUTHWEST
 DL9125'CORNER OF THE CONCRETE FOOTING OF THE BRIDGE COLUMN PIER.
 DL9125'
 DL9125'LOCATED ABOUT 400.0 FT (121.9 M) WEST OF TIDAL MARK 0582 D 1998, 11.4
 DL9125'FT (3.5 M) WEST OF THE EAST SIDE COLUMN PIER, 4.8 FT (1.5 M) SOUTHWEST
 DL9125'OF THE BRIDGE COLUMN, 2.2 FT (0.7 M) NORTH OF THE SOUTH SIDE OF THE
 DL9125'COLUMN AND 2.1 FT (0.6 M) EAST OF THE WEST SIDE OF THE COLUMN.
 DL9125
 DL9125                          STATION RECOVERY (2014)
 DL9125
 DL9125'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)
 DL9125'MARK MAYBE COVERED WITH CONCRETE
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9126 ***********************************************************************
 DL9126  DESIGNATION -  872 0582 D
 DL9126  PID         -  DL9126
 DL9126  STATE/COUNTY-  FL/ST JOHNS
 DL9126  COUNTRY     -  US
 DL9126  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 DL9126
 DL9126                         *CURRENT SURVEY CONTROL
 DL9126  ______________________________________________________________________
 DL9126* NAD 83(1986) POSITION- 29 52 00.     (N) 081 18 13.     (W)   SCALED
 DL9126* NAVD 88 ORTHO HEIGHT -     0.313 (meters)        1.03  (feet) ADJUSTED
 DL9126  ______________________________________________________________________
 DL9126  GEOID HEIGHT    -        -28.667 (meters)                     GEOID18
 DL9126  DYNAMIC HEIGHT  -          0.313 (meters)        1.03  (feet) COMP
 DL9126  MODELED GRAVITY -    979,313.9   (mgal)                       NAVD 88
 DL9126
 DL9126  VERT ORDER      -  SECOND    CLASS I
 DL9126
 DL9126.The horizontal coordinates were scaled from a map and have
 DL9126.an estimated accuracy of +/- 6 seconds.
 DL9126
 DL9126.The orthometric height was determined by differential leveling and
 DL9126.adjusted by the NATIONAL GEODETIC SURVEY
 DL9126.in April 2011.
 DL9126
 DL9126.No vertical observational check was made to the station.
 DL9126
 DL9126.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9126.GEOID18 height accuracy estimate available here.
 DL9126
 DL9126.Click photographs - Photos may exist for this station.
 DL9126
 DL9126.The dynamic height is computed by dividing the NAVD 88
 DL9126.geopotential number by the normal gravity value computed on the
 DL9126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9126.degrees latitude (g = 980.6199 gals.).
 DL9126
 DL9126.The modeled gravity was interpolated from observed gravity values.
 DL9126
 DL9126;                    North         East    Units  Estimated Accuracy
 DL9126;SPC FL E     -   613,130.      170,670.      MT  (+/- 180 meters Scaled)
 DL9126
 DL9126_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP706040(NAD 83)
 DL9126
 DL9126                          SUPERSEDED SURVEY CONTROL
 DL9126
 DL9126.No superseded survey control is available for this station.
 DL9126
 DL9126_MARKER: F = FLANGE-ENCASED ROD
 DL9126_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL9126_STAMPING: 0582 D 1998
 DL9126_MARK LOGO: NGS
 DL9126_PROJECTION: RECESSED 36 CENTIMETERS
 DL9126_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9126_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9126_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9126+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2018
 DL9126_ROD/PIPE-DEPTH: 6.7 meters
 DL9126
 DL9126  HISTORY     - Date     Condition        Report By
 DL9126  HISTORY     - 1998     MONUMENTED       FLDEP
 DL9126  HISTORY     - 19981104 GOOD             FLDEP
 DL9126  HISTORY     - 20180503 GOOD             FLDEP
 DL9126
 DL9126                          STATION DESCRIPTION
 DL9126
 DL9126'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JRD)
 DL9126'THE MARK IS ABOUT 3.5 MI (5.6 KM) NORTHWEST OF SAINT AUGUSTINE, 2.8 MI
 DL9126'(4.5 KM) SOUTH OF SAINT AUGUSTINE BEACH, IN SECTION 29, TOWNSHIP 7
 DL9126'SOUTH, RANGE 30 EAST.
 DL9126'
 DL9126'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (PONCE DE
 DL9126'LEON BOULEVARD) AND STATE ROAD 312 ON THE SOUTH SIDE OF SAINT
 DL9126'AUGUSTINE, GO EAST ON STATE ROAD 312 FOR 1.2 MI (1.9 KM) PASSING OVER
 DL9126'THE INTERCOASTAL WATERWAY (MATANZAS RIVER) TO THE EAST END OF THE
 DL9126'BRIDGE.  CONTINUE EAST ON STATE ROAD 312 FOR 0.1 MI (0.2 KM) TO A DIM
 DL9126'TRACK ROAD ON THE RIGHT PARALLEL TO STATE ROAD 312.  TURN RIGHT ON THE
 DL9126'DIM TRACK ROAD AND GO SOUTH THEN WEST FOR 0.1 MI (0.2 KM) TO THE
 DL9126'FOURTH BRIDGE COLUMN FROM THE EAST END OF THE BRIDGE AND THE MARK ON
 DL9126'THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 22.0
 DL9126'FT (6.7 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 1.0 FT
 DL9126'(0.3 M) BELOW THE LEVEL OF THE GROUND, THE DATUM POINT IS RECESSED 0.3
 DL9126'FT (0.1 M) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DL9126'
 DL9126'LOCATED ABOUT 330.0 FT (100.6 M) WEST OF TIDAL MARK 0582 E 1998, 10.7
 DL9126'FT (3.3 M) SOUTH OF THE NORTH EDGE OF THE COLUMN PIER, 1.0 FT (0.3 M)
 DL9126'NORTH OF THE SOUTH COLUMN PIER AND 0.6 FT (0.2 M) EAST OF A CARSONITE
 DL9126'WITNESS POST.
 DL9126'
 DL9126'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DL9126'NATIONAL GEODETIC SURVEY LOGO CAP.
 DL9126
 DL9126                          STATION RECOVERY (2018)
 DL9126
 DL9126'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MLS)
 DL9126'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9127 ***********************************************************************
 DL9127  DESIGNATION -  872 0582 E
 DL9127  PID         -  DL9127
 DL9127  STATE/COUNTY-  FL/ST JOHNS
 DL9127  COUNTRY     -  US
 DL9127  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 DL9127
 DL9127                         *CURRENT SURVEY CONTROL
 DL9127  ______________________________________________________________________
 DL9127* NAD 83(1986) POSITION- 29 52 00.88   (N) 081 18 09.25   (W)   HD_HELD1
 DL9127* NAVD 88 ORTHO HEIGHT -     1.423 (meters)        4.67  (feet) ADJUSTED
 DL9127  ______________________________________________________________________
 DL9127  GEOID HEIGHT    -        -28.667 (meters)                     GEOID18
 DL9127  DYNAMIC HEIGHT  -          1.421 (meters)        4.66  (feet) COMP
 DL9127  MODELED GRAVITY -    979,313.9   (mgal)                       NAVD 88
 DL9127
 DL9127  VERT ORDER      -  SECOND    CLASS I
 DL9127
 DL9127.The horizontal coordinates were determined by differentially corrected
 DL9127.hand held GPS observations or other comparable positioning techniques
 DL9127.and have an estimated accuracy of +/- 3 meters.
 DL9127
 DL9127.The orthometric height was determined by differential leveling and
 DL9127.adjusted by the NATIONAL GEODETIC SURVEY
 DL9127.in April 2011.
 DL9127
 DL9127.No vertical observational check was made to the station.
 DL9127
 DL9127.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9127.GEOID18 height accuracy estimate available here.
 DL9127
 DL9127.Click photographs - Photos may exist for this station.
 DL9127
 DL9127.The dynamic height is computed by dividing the NAVD 88
 DL9127.geopotential number by the normal gravity value computed on the
 DL9127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9127.degrees latitude (g = 980.6199 gals.).
 DL9127
 DL9127.The modeled gravity was interpolated from observed gravity values.
 DL9127
 DL9127;                    North         East    Units  Estimated Accuracy
 DL9127;SPC FL E     -   613,153.8     170,769.0     MT  (+/- 3 meters HH1 GPS) 
 DL9127
 DL9127_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP7077804076(NAD 83)
 DL9127
 DL9127                          SUPERSEDED SURVEY CONTROL
 DL9127
 DL9127.No superseded survey control is available for this station.
 DL9127
 DL9127_MARKER: DJ = TIDAL STATION DISK
 DL9127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9127_STAMPING: 0582 E 1998
 DL9127_MARK LOGO: NOS
 DL9127_PROJECTION: RECESSED 5 CENTIMETERS
 DL9127_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9127+STABILITY: SURFACE MOTION
 DL9127_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9127+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2015
 DL9127
 DL9127  HISTORY     - Date     Condition        Report By
 DL9127  HISTORY     - 1998     MONUMENTED       FLDEP
 DL9127  HISTORY     - 19981104 GOOD             FLDEP
 DL9127  HISTORY     - 20150309 GOOD             GEOCAC
 DL9127
 DL9127                          STATION DESCRIPTION
 DL9127
 DL9127'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JRD)
 DL9127'THE MARK IS ABOUT 3.5 MI (5.6 KM) NORTHWEST OF SAINT AUGUSTINE, 2.8 MI
 DL9127'(4.5 KM) SOUTH OF SAINT AUGUSTINE BEACH, IN SECTION 29, TOWNSHIP 7
 DL9127'SOUTH, RANGE 30 EAST.
 DL9127'
 DL9127'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (PONCE DE
 DL9127'LEON BOULEVARD) AND STATE ROAD 312 ON THE SOUTH SIDE OF SAINT
 DL9127'AUGUSTINE, GO EAST ON STATE ROAD 312 FOR 1.2 MI (1.9 KM) PASSING OVER
 DL9127'THE INTERCOASTAL WATERWAY (MATANZAS RIVER) TO THE EAST END OF THE
 DL9127'BRIDGE.  CONTINUE EAST ON STATE ROAD 312 FOR 0.1 MI (0.2 KM) TO A DIM
 DL9127'TRACK ROAD ON THE RIGHT PARALLEL TO STATE ROAD 312.  TURN RIGHT ON THE
 DL9127'DIM TRACK ROAD AND GO SOUTH THEN WEST FOR 0.05 MI (0.1 KM) TO THE
 DL9127'FIRST BRIDGE COLUMN FROM THE EAST END OF THE BRIDGE AND THE MARK ON
 DL9127'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DL9127'GROUND AND LEVEL WITH THE DIM TRACK ROAD.
 DL9127'
 DL9127'LOCATED ABOUT 68.0 FT (20.7 M) NORTHWEST OF TIDAL MARK 0582 F 1998,
 DL9127'51.3 FT (15.6 M) EAST OF THE BRIDGE COLUMN, 20.0 FT (6.1 M) EAST OF
 DL9127'THE APPROXIMATE CENTERLINE OF THE DIM TRACK ROAD, 2.0 FT (0.6 M) SOUTH
 DL9127'OF THE SOUTH SIDE OF THE OVERPASS AND 1.4 FT (0.4 M) SOUTH OF A
 DL9127'CONCRETE FILLED 12-INCH PVC PIPE WITH A WITNESS SIGN ATTACHED.
 DL9127
 DL9127                          STATION RECOVERY (2015)
 DL9127
 DL9127'RECOVERY NOTE BY GEOCACHING 2015 (RLM)
 DL9127'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9128 ***********************************************************************
 DL9128  DESIGNATION -  872 0582 F
 DL9128  PID         -  DL9128
 DL9128  STATE/COUNTY-  FL/ST JOHNS
 DL9128  COUNTRY     -  US
 DL9128  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 DL9128
 DL9128                         *CURRENT SURVEY CONTROL
 DL9128  ______________________________________________________________________
 DL9128* NAD 83(1986) POSITION- 29 52 00.88   (N) 081 18 08.25   (W)   HD_HELD1
 DL9128* NAVD 88 ORTHO HEIGHT -     1.689 (meters)        5.54  (feet) ADJUSTED
 DL9128  ______________________________________________________________________
 DL9128  GEOID HEIGHT    -        -28.667 (meters)                     GEOID18
 DL9128  DYNAMIC HEIGHT  -          1.687 (meters)        5.53  (feet) COMP
 DL9128  MODELED GRAVITY -    979,313.9   (mgal)                       NAVD 88
 DL9128
 DL9128  VERT ORDER      -  SECOND    CLASS I
 DL9128
 DL9128.The horizontal coordinates were determined by differentially corrected
 DL9128.hand held GPS observations or other comparable positioning techniques
 DL9128.and have an estimated accuracy of +/- 3 meters.
 DL9128
 DL9128.The orthometric height was determined by differential leveling and
 DL9128.adjusted by the NATIONAL GEODETIC SURVEY
 DL9128.in April 2011.
 DL9128
 DL9128.No vertical observational check was made to the station.
 DL9128
 DL9128.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9128.GEOID18 height accuracy estimate available here.
 DL9128
 DL9128.Click photographs - Photos may exist for this station.
 DL9128
 DL9128.The dynamic height is computed by dividing the NAVD 88
 DL9128.geopotential number by the normal gravity value computed on the
 DL9128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9128.degrees latitude (g = 980.6199 gals.).
 DL9128
 DL9128.The modeled gravity was interpolated from observed gravity values.
 DL9128
 DL9128;                    North         East    Units  Estimated Accuracy
 DL9128;SPC FL E     -   613,153.8     170,795.8     MT  (+/- 3 meters HH1 GPS) 
 DL9128
 DL9128_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP7080504076(NAD 83)
 DL9128
 DL9128                          SUPERSEDED SURVEY CONTROL
 DL9128
 DL9128.No superseded survey control is available for this station.
 DL9128
 DL9128_MARKER: DJ = TIDAL STATION DISK
 DL9128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9128_STAMPING: 0582 F 1998
 DL9128_MARK LOGO: NOS
 DL9128_PROJECTION: FLUSH
 DL9128_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9128+STABILITY: SURFACE MOTION
 DL9128_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9128+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2015
 DL9128
 DL9128  HISTORY     - Date     Condition        Report By
 DL9128  HISTORY     - 1998     MONUMENTED       FLDEP
 DL9128  HISTORY     - 19981104 GOOD             FLDEP
 DL9128  HISTORY     - 20150309 GOOD             GEOCAC
 DL9128
 DL9128                          STATION DESCRIPTION
 DL9128
 DL9128'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JRD)
 DL9128'THE MARK IS ABOUT 3.5 MI (5.6 KM) NORTHWEST OF SAINT AUGUSTINE, 2.8 MI
 DL9128'(4.5 KM) SOUTH OF SAINT AUGUSTINE BEACH, IN SECTION 29, TOWNSHIP 7
 DL9128'SOUTH, RANGE 30 EAST.
 DL9128'
 DL9128'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (PONCE DE
 DL9128'LEON BOULEVARD) AND STATE ROAD 312 ON THE SOUTH SIDE OF SAINT
 DL9128'AUGUSTINE, GO EAST ON STATE ROAD 312 FOR 1.2 MI (1.9 KM) PASSING OVER
 DL9128'THE INTERCOASTAL WATERWAY (MATANZAS RIVER) TO THE EAST END OF THE
 DL9128'BRIDGE.  CONTINUE EAST ON STATE ROAD 312 FOR 0.1 MI (0.2 KM) TO A DIM
 DL9128'TRACK ROAD ON THE RIGHT PARALLEL TO STATE ROAD 312.  TURN RIGHT ON THE
 DL9128'DIM TRACK ROAD AND GO SOUTH THEN WEST FOR 0.05 MI (0.1 KM) TO THE MARK
 DL9128'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 DL9128'THE GROUND AND LEVEL WITH THE DIM TRACK ROAD.
 DL9128'
 DL9128'LOCATED ABOUT 260.0 FT (79.2 M) SOUTHWEST OF TIDAL MARK 0582 G 1998,
 DL9128'68.0 FT (20.7 M) SOUTHEAST OF TIDAL MARK 0582 E 1998, 71.0 FT (21.6 M)
 DL9128'SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 312 OVERPASS, 14.0
 DL9128'FT (4.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE DIM TRACK ROAD
 DL9128'AND 2.0 FT (0.6 M) SOUTH OF POWER POLE NUMBER 36052743104 AND
 DL9128'CARSONITE WITNESS POST.
 DL9128
 DL9128                          STATION RECOVERY (2015)
 DL9128
 DL9128'RECOVERY NOTE BY GEOCACHING 2015 (RLM)
 DL9128'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9129 ***********************************************************************
 DL9129  DESIGNATION -  872 0582 G
 DL9129  PID         -  DL9129
 DL9129  STATE/COUNTY-  FL/ST JOHNS
 DL9129  COUNTRY     -  US
 DL9129  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 DL9129
 DL9129                         *CURRENT SURVEY CONTROL
 DL9129  ______________________________________________________________________
 DL9129* NAD 83(1986) POSITION- 29 52 01.29   (N) 081 18 06.80   (W)   HD_HELD1
 DL9129* NAVD 88 ORTHO HEIGHT -     3.877 (meters)       12.72  (feet) ADJUSTED
 DL9129  ______________________________________________________________________
 DL9129  GEOID HEIGHT    -        -28.668 (meters)                     GEOID18
 DL9129  DYNAMIC HEIGHT  -          3.872 (meters)       12.70  (feet) COMP
 DL9129  MODELED GRAVITY -    979,314.0   (mgal)                       NAVD 88
 DL9129
 DL9129  VERT ORDER      -  SECOND    CLASS I
 DL9129
 DL9129.The horizontal coordinates were determined by differentially corrected
 DL9129.hand held GPS observations or other comparable positioning techniques
 DL9129.and have an estimated accuracy of +/- 3 meters.
 DL9129
 DL9129.The orthometric height was determined by differential leveling and
 DL9129.adjusted by the NATIONAL GEODETIC SURVEY
 DL9129.in April 2011.
 DL9129
 DL9129.No vertical observational check was made to the station.
 DL9129
 DL9129.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9129.GEOID18 height accuracy estimate available here.
 DL9129
 DL9129.Click photographs - Photos may exist for this station.
 DL9129
 DL9129.The dynamic height is computed by dividing the NAVD 88
 DL9129.geopotential number by the normal gravity value computed on the
 DL9129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9129.degrees latitude (g = 980.6199 gals.).
 DL9129
 DL9129.The modeled gravity was interpolated from observed gravity values.
 DL9129
 DL9129;                    North         East    Units  Estimated Accuracy
 DL9129;SPC FL E     -   613,166.3     170,834.8     MT  (+/- 3 meters HH1 GPS) 
 DL9129
 DL9129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP7084404089(NAD 83)
 DL9129
 DL9129                          SUPERSEDED SURVEY CONTROL
 DL9129
 DL9129.No superseded survey control is available for this station.
 DL9129
 DL9129_MARKER: DJ = TIDAL STATION DISK
 DL9129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL9129_STAMPING: 0582 G 1998
 DL9129_MARK LOGO: NOS
 DL9129_PROJECTION: FLUSH
 DL9129_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL9129+STABILITY: SURFACE MOTION
 DL9129_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9129+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2018
 DL9129
 DL9129  HISTORY     - Date     Condition        Report By
 DL9129  HISTORY     - 1998     MONUMENTED       FLDEP
 DL9129  HISTORY     - 19981106 GOOD             FLDEP
 DL9129  HISTORY     - 20150309 GOOD             GEOCAC
 DL9129  HISTORY     - 20180430 GOOD             FLDEP
 DL9129
 DL9129                          STATION DESCRIPTION
 DL9129
 DL9129'DESCRIBED BY FL DEPT OF ENV PRO 1998 (JRD)
 DL9129'THE MARK IS ABOUT 3.5 MI (5.6 KM) NORTHWEST OF SAINT AUGUSTINE, 2.8 MI
 DL9129'(4.5 KM) SOUTH OF SAINT AUGUSTINE BEACH, IN SECTION 29, TOWNSHIP 7
 DL9129'SOUTH, RANGE 30 EAST.
 DL9129'
 DL9129'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (PONCE DE
 DL9129'LEON BOULEVARD) AND STATE ROAD 312 ON THE SOUTH SIDE OF SAINT
 DL9129'AUGUSTINE, GO EAST ON STATE ROAD 312 FOR 1.2 MI (1.9 KM) PASSING OVER
 DL9129'THE INTERCOASTAL WATERWAY (MATANZAS RIVER) TO THE EAST END OF THE
 DL9129'BRIDGE.  CONTINUE EAST ON STATE ROAD 312 FOR 0.05 MI (0.1 KM) TO THE
 DL9129'EAST END OF A METAL GUARDRAIL AND THE MARK ON THE RIGHT, SET IN THE
 DL9129'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL
 DL9129'WITH STATE ROAD 312 EASTBOUND LANES.
 DL9129'
 DL9129'LOCATED 260.0 FT (79.2 M) NORTHEAST OF TIDAL MARK 0582 F 1998, 29.2 FT
 DL9129'(8.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 312, 5.0 FT
 DL9129'(1.5 M) WEST OF THE WEST END OF A METAL GUARDRAIL, 0.9 FT (0.3 M)
 DL9129'SOUTH OF A METAL GUARDRAIL AND 0.6 FT (0.2 M) SOUTH OF A CARSONITE
 DL9129'WITNESS POST.
 DL9129
 DL9129                          STATION RECOVERY (2015)
 DL9129
 DL9129'RECOVERY NOTE BY GEOCACHING 2015 (RLM)
 DL9129'RECOVERED AS DESCRIBED.
 DL9129
 DL9129                          STATION RECOVERY (2018)
 DL9129
 DL9129'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MLS)
 DL9129'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1587 ***********************************************************************
 AQ1587  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1587  DESIGNATION -  872 0587 D TIDAL
 AQ1587  PID         -  AQ1587
 AQ1587  STATE/COUNTY-  FL/ST JOHNS
 AQ1587  COUNTRY     -  US
 AQ1587  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 AQ1587
 AQ1587                         *CURRENT SURVEY CONTROL
 AQ1587  ______________________________________________________________________
 AQ1587* NAD 83(1986) POSITION- 29 51 07.     (N) 081 15 59.     (W)   SCALED
 AQ1587* NAVD 88 ORTHO HEIGHT -     2.579 (meters)        8.46  (feet) ADJUSTED
 AQ1587  ______________________________________________________________________
 AQ1587  GEOID HEIGHT    -        -28.705 (meters)                     GEOID18
 AQ1587  DYNAMIC HEIGHT  -          2.576 (meters)        8.45  (feet) COMP
 AQ1587  MODELED GRAVITY -    979,311.5   (mgal)                       NAVD 88
 AQ1587
 AQ1587  VERT ORDER      -  FIRST     CLASS II
 AQ1587
 AQ1587.The horizontal coordinates were scaled from a map and have
 AQ1587.an estimated accuracy of +/- 6 seconds.
 AQ1587
 AQ1587.The orthometric height was determined by differential leveling and
 AQ1587.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1587.in May 1994.
 AQ1587
 AQ1587.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1587.GEOID18 height accuracy estimate available here.
 AQ1587
 AQ1587.This Tidal Bench Mark is designated as VM 5217
 AQ1587.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1587
 AQ1587.Click photographs - Photos may exist for this station.
 AQ1587
 AQ1587.The dynamic height is computed by dividing the NAVD 88
 AQ1587.geopotential number by the normal gravity value computed on the
 AQ1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1587.degrees latitude (g = 980.6199 gals.).
 AQ1587
 AQ1587.The modeled gravity was interpolated from observed gravity values.
 AQ1587
 AQ1587;                    North         East    Units  Estimated Accuracy
 AQ1587;SPC FL E     -   611,490.      174,260.      MT  (+/- 180 meters Scaled)
 AQ1587
 AQ1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP742024(NAD 83)
 AQ1587
 AQ1587                          SUPERSEDED SURVEY CONTROL
 AQ1587
 AQ1587  NAVD 88 (06/15/91)    2.596  (m)            8.52   (f) SUPERSEDED  1 2
 AQ1587  NGVD 29 (09/01/92)    2.904  (m)            9.53   (f) ADJUSTED    1 2
 AQ1587
 AQ1587.Superseded values are not recommended for survey control.
 AQ1587
 AQ1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1587.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1587
 AQ1587_MARKER: DJ = TIDAL STATION DISK
 AQ1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1587_STAMPING: 0587 D 1978
 AQ1587_MARK LOGO: NOS
 AQ1587_PROJECTION: RECESSED 20 CENTIMETERS
 AQ1587_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1587+STABILITY: SURFACE MOTION
 AQ1587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1587+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1991
 AQ1587
 AQ1587  HISTORY     - Date     Condition        Report By
 AQ1587  HISTORY     - 1978     MONUMENTED       NOS
 AQ1587  HISTORY     - 1978     GOOD             FLDNR
 AQ1587  HISTORY     - 1987     GOOD             FLDNR
 AQ1587  HISTORY     - 1988     GOOD             USPSQD
 AQ1587  HISTORY     - 1990     GOOD             USPSQD
 AQ1587  HISTORY     - 19910324 GOOD             NGS
 AQ1587  HISTORY     - 20090723 MARK NOT FOUND   FL-109
 AQ1587
 AQ1587                          STATION DESCRIPTION
 AQ1587
 AQ1587'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1587'ST AUGUSTINE BEACH.
 AQ1587'BEGINNING AT THE ST. AUGUSTINE BEACH FIRE STATION, PROCEED 0.35 MILES
 AQ1587'SOUTH ALONG US HIGHWAY A1A TO THE LOCATION OF THE MARK. THE MARK
 AQ1587'BEARS 2.6 FEET EAST OF A CONCRETE POWER POLE, 30.0 FEET EAST OF THE
 AQ1587'CENTER LINE OF US HIGHWAY A1A, AND 104.2 FEET SOUTH OF 11TH STREET.
 AQ1587
 AQ1587                          STATION RECOVERY (1987)
 AQ1587
 AQ1587'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1587'RECOVERED AS DESCRIBED.  THE MARK IS 1.0 E FROM A WHITNESS POST.
 AQ1587
 AQ1587                          STATION RECOVERY (1988)
 AQ1587
 AQ1587'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1587'RECOVERED IN GOOD CONDITION.
 AQ1587
 AQ1587                          STATION RECOVERY (1990)
 AQ1587
 AQ1587'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1587'RECOVERED IN GOOD CONDITION.
 AQ1587
 AQ1587                          STATION RECOVERY (1991)
 AQ1587
 AQ1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1587'IN SAINT AUGUSTINE BEACH, AT THE INTERSECTION OF STATE HIGHWAY A1A AND
 AQ1587'11TH STREET, 38.1 M (125.0 FT) NORTH OF THE CENTER OF 10TH STREET,
 AQ1587'31.5 M (103.3 FT) SOUTH OF THE STREET CENTER, 9.1 M (29.9 FT) EAST OF
 AQ1587'AND LEVEL WITH THE HIGHWAY CENTERLINE, 3.8 M (12.5 FT) NORTH OF THE
 AQ1587'CENTER OF AN ALLEY, 0.8 M (2.6 FT) EAST OF UTILITY LIGHT POLE NUMBER
 AQ1587'190F45, 0.2 M (0.7 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AQ1587'RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 AQ1587
 AQ1587                          STATION RECOVERY (2009)
 AQ1587
 AQ1587'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2009 (RB)
 AQ1587'RECENT CONSTRUCTION IN AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM6115 ***********************************************************************
 DM6115  DESIGNATION -  872 0587 E
 DM6115  PID         -  DM6115
 DM6115  STATE/COUNTY-  FL/ST JOHNS
 DM6115  COUNTRY     -  US
 DM6115  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 DM6115
 DM6115                         *CURRENT SURVEY CONTROL
 DM6115  ______________________________________________________________________
 DM6115* NAD 83(1986) POSITION- 29 51 26.2    (N) 081 16 01.3    (W)   HD_HELD2
 DM6115* NAVD 88 ORTHO HEIGHT -     2.196 (meters)        7.20  (feet) ADJUSTED
 DM6115  ______________________________________________________________________
 DM6115  GEOID HEIGHT    -        -28.701 (meters)                     GEOID18
 DM6115  DYNAMIC HEIGHT  -          2.194 (meters)        7.20  (feet) COMP
 DM6115  MODELED GRAVITY -    979,313.0   (mgal)                       NAVD 88
 DM6115
 DM6115  VERT ORDER      -  SECOND    CLASS II
 DM6115
 DM6115.The horizontal coordinates were established by autonomous hand held GPS
 DM6115.observations and have an estimated accuracy of +/- 10 meters.
 DM6115
 DM6115.The orthometric height was determined by differential leveling and
 DM6115.adjusted by the NATIONAL GEODETIC SURVEY
 DM6115.in April 2011.
 DM6115
 DM6115.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6115.GEOID18 height accuracy estimate available here.
 DM6115
 DM6115.Click photographs - Photos may exist for this station.
 DM6115
 DM6115.The dynamic height is computed by dividing the NAVD 88
 DM6115.geopotential number by the normal gravity value computed on the
 DM6115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6115.degrees latitude (g = 980.6199 gals.).
 DM6115
 DM6115.The modeled gravity was interpolated from observed gravity values.
 DM6115
 DM6115;                    North         East    Units  Estimated Accuracy
 DM6115;SPC FL E     -   612,078.      174,200.      MT  (+/- 10 meters HH2 GPS)
 DM6115
 DM6115_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP7420803000(NAD 83)
 DM6115
 DM6115                          SUPERSEDED SURVEY CONTROL
 DM6115
 DM6115.No superseded survey control is available for this station.
 DM6115
 DM6115_MARKER: DJ = TIDAL STATION DISK
 DM6115_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM6115_STAMPING: 0587 E 1993
 DM6115_MARK LOGO: NOS
 DM6115_PROJECTION: PROJECTING 5 CENTIMETERS
 DM6115_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6115+STABILITY: SURFACE MOTION
 DM6115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6115+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2015
 DM6115
 DM6115  HISTORY     - Date     Condition        Report By
 DM6115  HISTORY     - 1993     MONUMENTED       FLDEP
 DM6115  HISTORY     - 19981201 GOOD             FLDEP
 DM6115  HISTORY     - 20150307 POOR             GEOCAC
 DM6115
 DM6115                          STATION DESCRIPTION
 DM6115
 DM6115'DESCRIBED BY FL DEPT OF ENV PRO 1998 (KLB)
 DM6115'THE MARK IS IN ST AUGUSTINE BEACH, IN SECTION 34, TOWNSHIP 7 SOUTH,
 DM6115'RANGE 30 EAST.
 DM6115'
 DM6115'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD
 DM6115'312 IN ST AUGUSTINE, GO EAST AND SOUTH ON STATE ROAD A1A (BEACH
 DM6115'BOULEVARD) FOR 1.1 MI (1.8 KM) TO THE ST JOHNS COUNTY MUNICIPAL
 DM6115'FISHING PIER ON THE LEFT AND THE MARK, IN THE NORTHWEST CORNER OF THE
 DM6115'PIER PARKING LOT, A NOS BENCH MARK CRIMPED TO A STAINLESS STEEL ROD
 DM6115'ENCASED IN A 5-INCH (13 CM) PVC PIPE AND CONCRETE KICK BLOCK,
 DM6115'PROJECTING 0.2 FT (6 CM) ABOVE THE LEVEL OF THE GROUND.
 DM6115'
 DM6115'LOCATED 82.0 FT (25.0 M) SOUTH-SOUTHEAST OF A 10-INCH (25 CM) SQUARE
 DM6115'CONCRETE LIGHT POLE NUMBER 3 6351 0558 02, 77.0 FT (23.5 M) SOUTH OF A
 DM6115'4.0 FT (1.2 M) TALL CHAIN LINK FENCE, 59.9 FT (18.3 M) SOUTH-SOUTHEAST
 DM6115'OF AN 8-INCH (20 CM) WATER VALVE COVER, 57.0 FT (17.4 M) EAST OF THE
 DM6115'CENTERLINE OF STATE ROAD A1A (BEACH BOULEVARD), 40.0 FT (12.2 M)
 DM6115'NORTHWEST OF THE CENTER OF A DRAIN IN THE PARKING LOT, 31.0 FT (9.4 M)
 DM6115'NORTH OF THE CENTERLINE OF THE MOST NORTHERLY ENTRANCE TO THE PIER
 DM6115'PARKING LOT, 28.2 FT (8.6 M) EAST OF A 5.0 FT (1.5 M) CONCRETE
 DM6115'SIDEWALK, 12.9 FT (3.9 M) WEST OF THE BACK OF THE PARKING LOT CURB AND
 DM6115'1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST.
 DM6115'
 DM6115'NOTE-ROD DEPTH IS UNKNOWN.
 DM6115
 DM6115                          STATION RECOVERY (2015)
 DM6115
 DM6115'RECOVERY NOTE BY GEOCACHING 2015 (RLM)
 DM6115'RECOVERED IN POOR CONDITION.  THE DISK IS TWISTED AND BENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM6118 ***********************************************************************
 DM6118  DESIGNATION -  872 0587 G
 DM6118  PID         -  DM6118
 DM6118  STATE/COUNTY-  FL/ST JOHNS
 DM6118  COUNTRY     -  US
 DM6118  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 DM6118
 DM6118                         *CURRENT SURVEY CONTROL
 DM6118  ______________________________________________________________________
 DM6118* NAD 83(1986) POSITION- 29 51 17.00   (N) 081 16 01.68   (W)   HD_HELD1
 DM6118* NAVD 88 ORTHO HEIGHT -     1.816 (meters)        5.96  (feet) ADJUSTED
 DM6118  ______________________________________________________________________
 DM6118  GEOID HEIGHT    -        -28.703 (meters)                     GEOID18
 DM6118  DYNAMIC HEIGHT  -          1.814 (meters)        5.95  (feet) COMP
 DM6118  MODELED GRAVITY -    979,312.6   (mgal)                       NAVD 88
 DM6118
 DM6118  VERT ORDER      -  SECOND    CLASS II
 DM6118
 DM6118.The horizontal coordinates were determined by differentially corrected
 DM6118.hand held GPS observations or other comparable positioning techniques
 DM6118.and have an estimated accuracy of +/- 3 meters.
 DM6118
 DM6118.The orthometric height was determined by differential leveling and
 DM6118.adjusted by the NATIONAL GEODETIC SURVEY
 DM6118.in April 2011.
 DM6118
 DM6118.No vertical observational check was made to the station.
 DM6118
 DM6118.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6118.GEOID18 height accuracy estimate available here.
 DM6118
 DM6118.Click photographs - Photos may exist for this station.
 DM6118
 DM6118.The dynamic height is computed by dividing the NAVD 88
 DM6118.geopotential number by the normal gravity value computed on the
 DM6118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6118.degrees latitude (g = 980.6199 gals.).
 DM6118
 DM6118.The modeled gravity was interpolated from observed gravity values.
 DM6118
 DM6118;                    North         East    Units  Estimated Accuracy
 DM6118;SPC FL E     -   611,794.3     174,189.3     MT  (+/- 3 meters HH1 GPS) 
 DM6118
 DM6118_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP7419802717(NAD 83)
 DM6118
 DM6118                          SUPERSEDED SURVEY CONTROL
 DM6118
 DM6118.No superseded survey control is available for this station.
 DM6118
 DM6118_MARKER: F = FLANGE-ENCASED ROD
 DM6118_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM6118_STAMPING: 0587 G 1997
 DM6118_MARK LOGO: NGS
 DM6118_PROJECTION: RECESSED 5 CENTIMETERS
 DM6118_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6118+STABILITY: SURFACE MOTION
 DM6118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6118+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2018
 DM6118
 DM6118  HISTORY     - Date     Condition        Report By
 DM6118  HISTORY     - 1997     MONUMENTED       FLDEP
 DM6118  HISTORY     - 19981201 GOOD             FLDEP
 DM6118  HISTORY     - 20180222 GOOD             FL-109
 DM6118
 DM6118                          STATION DESCRIPTION
 DM6118
 DM6118'DESCRIBED BY FL DEPT OF ENV PRO 1998 (KLB)
 DM6118'THE MARK IS IN ST AUGUSTINE BEACH, IN SECTION 34, TOWNSHIP 7 SOUTH,
 DM6118'RANGE 30 EAST.
 DM6118'
 DM6118'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD
 DM6118'312 IN ST AUGUSTINE BEACH, GO EAST AND SOUTH ON STATE ROAD A1A (BEACH
 DM6118'BOULEVARD) FOR 1.3 MI (2.1 KM) TO THE INTERSECTION OF 15TH STREET AND
 DM6118'THE MARK ON THE LEFT, A STAINLESS ROD DRIVEN INTO THE GROUND WITH A
 DM6118'NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE
 DM6118'LEVEL OF THE GROUND.
 DM6118'
 DM6118'LOCATED 92.5 FT (28.2 M) WEST OF A WOODEN POWER POLE WITH A
 DM6118'TRANSFORMER ATTACHED, 37.3 FT (11.4 M) EAST OF THE CENTERLINE OF STATE
 DM6118'ROAD A1A (BEACH BOULEVARD), 19.0 FT (5.8 M) NORTH OF THE CENTERLINE OF
 DM6118'15TH STREET, 14.0 FT (4.3 M) WEST-NORTHWEST OF A STORM DRAIN, 9.0 FT
 DM6118'(2.7 M) NORTH-NORTHEAST OF AN 8-INCH (20 CM) WATER VALVE COVER, 3.8 FT
 DM6118'(1.2 M) NORTHEAST OF THE JUNCTION OF A 5.0 FT (1.5 M) CONCRETE
 DM6118'SIDEWALK AND THE BACK OF THE CURB ON THE NORTH SIDE OF 15TH STREET,
 DM6118'3.3 FT (1.0 M) NORTH OF THE BACK OF THE CURB AND 1.0 FT (0.3 M) WEST
 DM6118'OF A CARSONITE WITNESS POST.
 DM6118'
 DM6118'NOTE UNKNOWN DEPTH OF ROD.
 DM6118
 DM6118                          STATION RECOVERY (2018)
 DM6118
 DM6118'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2018 (RB)
 DM6118'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2636 ***********************************************************************
 AQ2636  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2636  DESIGNATION -  872 0596 A TIDAL
 AQ2636  PID         -  AQ2636
 AQ2636  STATE/COUNTY-  FL/ST JOHNS
 AQ2636  COUNTRY     -  US
 AQ2636  USGS QUAD   -  RIVERDALE (2018)
 AQ2636
 AQ2636                         *CURRENT SURVEY CONTROL
 AQ2636  ______________________________________________________________________
 AQ2636* NAD 83(1986) POSITION- 29 51 29.     (N) 081 33 17.     (W)   SCALED
 AQ2636* NAVD 88 ORTHO HEIGHT -     1.494 (meters)        4.90  (feet) POSTED
 AQ2636  ______________________________________________________________________
 AQ2636  GEOID HEIGHT    -        -28.390 (meters)                     GEOID18
 AQ2636  DYNAMIC HEIGHT  -          1.49  (meters)        4.9   (feet) COMP
 AQ2636  MODELED GRAVITY -    979,318.2   (mgal)                       NAVD 88
 AQ2636
 AQ2636  VERT ORDER      -  * POSTED, SEE BELOW
 AQ2636
 AQ2636.The horizontal coordinates were scaled from a map and have
 AQ2636.an estimated accuracy of +/- 6 seconds.
 AQ2636
 AQ2636.The orthometric height was determined by differential leveling
 AQ2636.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AQ2636
 AQ2636.* This is a POSTED BENCH MARK height.
 AQ2636
 AQ2636.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2636.GEOID18 height accuracy estimate available here.
 AQ2636
 AQ2636.This Tidal Bench Mark is designated as VM 5221
 AQ2636.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2636
 AQ2636.Click photographs - Photos may exist for this station.
 AQ2636
 AQ2636.The dynamic height is computed by dividing the NAVD 88
 AQ2636.geopotential number by the normal gravity value computed on the
 AQ2636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2636.degrees latitude (g = 980.6199 gals.).
 AQ2636
 AQ2636.The modeled gravity was interpolated from observed gravity values.
 AQ2636
 AQ2636;                    North         East    Units  Estimated Accuracy
 AQ2636;SPC FL E     -   612,260.      146,400.      MT  (+/- 180 meters Scaled)
 AQ2636
 AQ2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP464031(NAD 83)
 AQ2636
 AQ2636                          SUPERSEDED SURVEY CONTROL
 AQ2636
 AQ2636  NGVD 29 (09/01/92)    1.795  (m)            5.89   (f) ADJUSTED    2 1
 AQ2636
 AQ2636.Superseded values are not recommended for survey control.
 AQ2636
 AQ2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2636.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2636
 AQ2636_MARKER: DJ = TIDAL STATION DISK
 AQ2636_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ2636_SP_SET: PAD
 AQ2636_STAMPING: 0596 A 1978
 AQ2636_MARK LOGO: NOS
 AQ2636_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2636+SATELLITE: SATELLITE OBSERVATIONS - 1998
 AQ2636
 AQ2636  HISTORY     - Date     Condition        Report By
 AQ2636  HISTORY     - 1978     MONUMENTED       NOS
 AQ2636  HISTORY     - 1984     GOOD             FLDNR
 AQ2636  HISTORY     - 1998     GOOD             FLDEP
 AQ2636  HISTORY     - 20090813 MARK NOT FOUND   FL-109
 AQ2636
 AQ2636                          STATION DESCRIPTION
 AQ2636
 AQ2636'DESCRIBED BY FL DEPT OF NAT RES 1984
 AQ2636'11.5 MI NW FROM SPUDS.
 AQ2636'BEGIN AT THE JUNCTION OF COUNTY ROAD C-13 WITH STATE ROAD 207, GO
 AQ2636'11.5 MILES NORTH ON C-13 TO THE TOCOI FISH CAMP AND THE MARK.  THE
 AQ2636'MARK BEARS 45 FEET NORTHWEST OF THE CENTERLINE OF C-13, 9.2 FEET
 AQ2636'SOUTHEAST OF THE FISH CAMP STORE ENTRANCE, AND IS SET IN A 4-FOOT BY
 AQ2636'6-FOOT CONCRETE PAD.
 AQ2636'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AQ2636
 AQ2636                          STATION RECOVERY (1998)
 AQ2636
 AQ2636'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (KLB)
 AQ2636'THE MARK IS ABOUT 0.9 MI (1.4 KM) NORTH OF TOCOI, IN SECTION 26,
 AQ2636'TOWNSHIP 7 SOUTH, RANGE 27 EAST.
 AQ2636'
 AQ2636'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (PONCE DE
 AQ2636'LEON BOULEVARD) AND COUNTY ROAD 214 (KING STREET) IN ST. AUGUSTINE, GO
 AQ2636'WEST ON COUNTY ROAD 214 (KING STREET) FOR 5.1 MI (8.2 KM) TO THE
 AQ2636'INTERSECTION OF U.S. HIGHWAY 95.  CONTINUE WEST ON COUNTY ROAD 214 FOR
 AQ2636'6.2 MI (10.0 KM) TO THE JUNCTION OF STATE ROAD 13A (NORTH).  CONTINUE
 AQ2636'WEST ON COUNTY ROAD 214 FOR 4.1 MI (6.6 KM) TO THE T-JUNCTION OF STATE
 AQ2636'ROAD 13.  TURN RIGHT ON STATE ROAD 13 AND GO NORTH FOR 0.9 MI (1.4 KM)
 AQ2636'TO THE RESIDENCE AT 13555 STATE ROAD 13 ON THE LEFT (FORMERLY THE
 AQ2636'TOCOI FISH CAMP) AND THE MARK, SET FLUSH IN A 4.0 FT (1.2 M) BY 6.0 FT
 AQ2636'(1.8 M) CONCRETE PAD AT THE FRONT ENTRANCE OF THE RESIDENCE.
 AQ2636'
 AQ2636'LOCATED 45.0 FT (13.7 M) WEST OF THE CENTERLINE OF STATE ROAD 13 AND
 AQ2636'9.2 FT (2.8 M) EAST OF THE RESIDENCE.
 AQ2636'
 AQ2636'NOTE THE CONCRETE PAD IS NOW UNDER A WOODEN RAMP THAT REQUIRES THE
 AQ2636'REMOVAL OF A BOARD IN ORDER TO ACCESS THE MARK, PERMISSION FROM THE
 AQ2636'PROPERTY OWNER MIKE HARVICK MUST BE OBTAINED.
 AQ2636
 AQ2636                          STATION RECOVERY (2009)
 AQ2636
 AQ2636'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2009 (RB)
 AQ2636'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2635 ***********************************************************************
 AQ2635  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2635  DESIGNATION -  872 0596 B TIDAL
 AQ2635  PID         -  AQ2635
 AQ2635  STATE/COUNTY-  FL/ST JOHNS
 AQ2635  COUNTRY     -  US
 AQ2635  USGS QUAD   -  RIVERDALE (2018)
 AQ2635
 AQ2635                         *CURRENT SURVEY CONTROL
 AQ2635  ______________________________________________________________________
 AQ2635* NAD 83(1986) POSITION- 29 51 13.     (N) 081 33 24.     (W)   SCALED
 AQ2635* NAVD 88 ORTHO HEIGHT -     2.965 (meters)        9.73  (feet) POSTED
 AQ2635  ______________________________________________________________________
 AQ2635  GEOID HEIGHT    -        -28.393 (meters)                     GEOID18
 AQ2635  DYNAMIC HEIGHT  -          2.96  (meters)        9.7   (feet) COMP
 AQ2635  MODELED GRAVITY -    979,317.5   (mgal)                       NAVD 88
 AQ2635
 AQ2635  VERT ORDER      -  * POSTED, SEE BELOW
 AQ2635
 AQ2635.The horizontal coordinates were scaled from a map and have
 AQ2635.an estimated accuracy of +/- 6 seconds.
 AQ2635
 AQ2635.The orthometric height was determined by differential leveling
 AQ2635.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AQ2635
 AQ2635.* This is a POSTED BENCH MARK height.
 AQ2635
 AQ2635.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2635.GEOID18 height accuracy estimate available here.
 AQ2635
 AQ2635.This Tidal Bench Mark is designated as VM 5222
 AQ2635.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2635
 AQ2635.Click photographs - Photos may exist for this station.
 AQ2635
 AQ2635.The dynamic height is computed by dividing the NAVD 88
 AQ2635.geopotential number by the normal gravity value computed on the
 AQ2635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2635.degrees latitude (g = 980.6199 gals.).
 AQ2635
 AQ2635.The modeled gravity was interpolated from observed gravity values.
 AQ2635
 AQ2635;                    North         East    Units  Estimated Accuracy
 AQ2635;SPC FL E     -   611,770.      146,210.      MT  (+/- 180 meters Scaled)
 AQ2635
 AQ2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP462026(NAD 83)
 AQ2635
 AQ2635                          SUPERSEDED SURVEY CONTROL
 AQ2635
 AQ2635  NGVD 29 (09/01/92)    3.266  (m)           10.72   (f) ADJUSTED    2 1
 AQ2635
 AQ2635.Superseded values are not recommended for survey control.
 AQ2635
 AQ2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2635.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2635
 AQ2635_MARKER: DJ = TIDAL STATION DISK
 AQ2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2635_STAMPING: 0596 B 1978
 AQ2635_MARK LOGO: NOS
 AQ2635_PROJECTION: FLUSH
 AQ2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2635+STABILITY: SURFACE MOTION
 AQ2635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2635+SATELLITE: SATELLITE OBSERVATIONS - June 03, 1999
 AQ2635
 AQ2635  HISTORY     - Date     Condition        Report By
 AQ2635  HISTORY     - 1978     MONUMENTED       NOS
 AQ2635  HISTORY     - 1984     GOOD             FLDNR
 AQ2635  HISTORY     - 19990603 MARK NOT FOUND   FLDEP
 AQ2635  HISTORY     - 20030501 MARK NOT FOUND   FLDEP
 AQ2635  HISTORY     - 20040902 MARK NOT FOUND   FLDEP
 AQ2635  HISTORY     - 20090813 MARK NOT FOUND   FL-109
 AQ2635
 AQ2635                          STATION DESCRIPTION
 AQ2635
 AQ2635'DESCRIBED BY FL DEPT OF NAT RES 1984
 AQ2635'11.15 MI NW FROM SPUDS.
 AQ2635'BEGIN AT THE JUNCTION OF COUNTY ROAD C-13 WITH STATE ROAD 207, GO
 AQ2635'11.1 MILES NORTH OF C-13 TO THE MARK.  THE MARK BEARS 42.2 FEET WEST
 AQ2635'OF THE CENTERLINE OF THE HIGHWAY, 42.2 FEET SOUTH OF THE CENTERLINE
 AQ2635'OF THE DRIVE TO THE SUTTON RESIDENCE, 75.5 FEET NORTH OF A 3-FOOT
 AQ2635'DIAMETER OAK TREE, 1.6 FEET EAST OF A WITNESS POST, AND 0.35 MILE
 AQ2635'SOUTHWEST OF BENCH MARK 0596 A 1978.
 AQ2635'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AQ2635
 AQ2635                          STATION RECOVERY (1999)
 AQ2635
 AQ2635'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2635'THE MARK WAS NOT FOUND.
 AQ2635
 AQ2635                          STATION RECOVERY (2003)
 AQ2635
 AQ2635'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 AQ2635'SEARCHED FOR AND NOT RECOVERED. LOCATION APPEARS TO BE IN FRONT OF THE
 AQ2635'RESIDENCE AT 13745 STATE ROAD 13.
 AQ2635
 AQ2635                          STATION RECOVERY (2004)
 AQ2635
 AQ2635'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JRH)
 AQ2635'THE MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 AQ2635
 AQ2635                          STATION RECOVERY (2009)
 AQ2635
 AQ2635'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2009 (RB)
 AQ2635'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2634 ***********************************************************************
 AQ2634  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2634  DESIGNATION -  872 0596 C TIDAL
 AQ2634  PID         -  AQ2634
 AQ2634  STATE/COUNTY-  FL/ST JOHNS
 AQ2634  COUNTRY     -  US
 AQ2634  USGS QUAD   -  RIVERDALE (2018)
 AQ2634
 AQ2634                         *CURRENT SURVEY CONTROL
 AQ2634  ______________________________________________________________________
 AQ2634* NAD 83(1986) POSITION- 29 50 58.     (N) 081 33 24.     (W)   SCALED
 AQ2634* NAVD 88 ORTHO HEIGHT -     3.207 (meters)       10.52  (feet) ADJUSTED
 AQ2634  ______________________________________________________________________
 AQ2634  GEOID HEIGHT    -        -28.399 (meters)                     GEOID18
 AQ2634  DYNAMIC HEIGHT  -          3.203 (meters)       10.51  (feet) COMP
 AQ2634  MODELED GRAVITY -    979,316.8   (mgal)                       NAVD 88
 AQ2634
 AQ2634  VERT ORDER      -  SECOND    CLASS I
 AQ2634
 AQ2634.The horizontal coordinates were scaled from a map and have
 AQ2634.an estimated accuracy of +/- 6 seconds.
 AQ2634
 AQ2634.The orthometric height was determined by differential leveling and
 AQ2634.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2634.in May 2004.
 AQ2634
 AQ2634.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2634.GEOID18 height accuracy estimate available here.
 AQ2634
 AQ2634.This Tidal Bench Mark is designated as VM 5223
 AQ2634.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2634
 AQ2634.Click photographs - Photos may exist for this station.
 AQ2634
 AQ2634.The dynamic height is computed by dividing the NAVD 88
 AQ2634.geopotential number by the normal gravity value computed on the
 AQ2634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2634.degrees latitude (g = 980.6199 gals.).
 AQ2634
 AQ2634.The modeled gravity was interpolated from observed gravity values.
 AQ2634
 AQ2634;                    North         East    Units  Estimated Accuracy
 AQ2634;SPC FL E     -   611,310.      146,210.      MT  (+/- 180 meters Scaled)
 AQ2634
 AQ2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP462022(NAD 83)
 AQ2634
 AQ2634                          SUPERSEDED SURVEY CONTROL
 AQ2634
 AQ2634  NAVD 88 (??/??/92)    3.207  (m)           10.52   (f) SUPERSEDED  3 0
 AQ2634  NGVD 29 (09/01/92)    3.508  (m)           11.51   (f) ADJUSTED    2 1
 AQ2634
 AQ2634.Superseded values are not recommended for survey control.
 AQ2634
 AQ2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2634.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2634
 AQ2634_MARKER: DJ = TIDAL STATION DISK
 AQ2634_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ2634_SP_SET: CULVERT HEADWALL
 AQ2634_STAMPING: 0596 C 1978
 AQ2634_MARK LOGO: NOS
 AQ2634_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2634+STABILITY: SURFACE MOTION
 AQ2634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2634+SATELLITE: SATELLITE OBSERVATIONS - August 12, 2009
 AQ2634
 AQ2634  HISTORY     - Date     Condition        Report By
 AQ2634  HISTORY     - 1978     MONUMENTED       NOS
 AQ2634  HISTORY     - 1984     GOOD             FLDNR
 AQ2634  HISTORY     - 1998     GOOD             FLDEP
 AQ2634  HISTORY     - 19990603 GOOD             FLDEP
 AQ2634  HISTORY     - 20090812 GOOD             FL-109
 AQ2634
 AQ2634                          STATION DESCRIPTION
 AQ2634
 AQ2634'DESCRIBED BY FL DEPT OF NAT RES 1984
 AQ2634'10.9 MI NW FROM SPUDS.
 AQ2634'BEGIN AT THE JUNCTION OF COUNTY ROAD C-13 WITH STATE ROAD 207, GO
 AQ2634'10.9 MILES NORTH ON C-13 TO A ROAD CULVERT AND THE MARK.  THE MARK
 AQ2634'BEARS 23 FEET EAST OF THE CENTERLINE OF C-13, 65 FEET EAST OF THE ST.
 AQ2634'JOHNS RIVER, AND IS SET IN TOP OF THE CULVERT HEADWALL.  THE MARK IS
 AQ2634'2.3 FEET SOUTH OF A WITNESS POST, AND 0.25 MILE SOUTH OF BENCH MARK
 AQ2634'0596 B 1978.
 AQ2634'THE MARK IS 1 FT BELOW HIGHWAY.
 AQ2634
 AQ2634                          STATION RECOVERY (1998)
 AQ2634
 AQ2634'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (KLB)
 AQ2634'THE MARK IS AT TOCOI, IN SECTION 42, TOWNSHIP 7 SOUTH, RANGE 27 EAST.
 AQ2634'
 AQ2634'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (PONCE DE
 AQ2634'LEON BOULEVARD) AND COUNTY ROAD 214 (KING STREET) IN ST. AUGUSTINE, GO
 AQ2634'WEST ON COUNTY ROAD 214 (KING STREET) FOR 5.1 MI (8.2 KM) TO THE
 AQ2634'INTERSECTION OF U.S. HIGHWAY 95.  CONTINUE WEST ON COUNTY ROAD 214 FOR
 AQ2634'6.2 MI (10.0 KM) TO THE JUNCTION OF STATE ROAD 13A (NORTH).  CONTINUE
 AQ2634'WEST ON COUNTY ROAD 214 FOR 4.1 MI (6.6 KM) TO THE T-JUNCTION OF STATE
 AQ2634'ROAD 13.  TURN RIGHT ON STATE ROAD 13 AND GO NORTH FOR 0.3 MI (0.5 KM)
 AQ2634'TO A HIGHWAY CULVERT AND THE MARK ON THE RIGHT, SET FLUSH IN THE NORTH
 AQ2634'END OF THE CULVERT HEADWALL.
 AQ2634'
 AQ2634'LOCATED 1320.0 FT (402.3 M) NORTH-NORTHEAST OF BENCH MARK NO 3 1934,
 AQ2634'85.0 FT (25.9 M) EAST OF THE ST JOHNS RIVER, 56.0 FT (17.1 M) SOUTH OF
 AQ2634'THE CENTERLINE OF A DRIVEWAY LEADING TO THE RESIDENCE AT 13860 STATE
 AQ2634'ROAD 13, 33.9 FT (10.3 M) NORTHWEST OF A 4.0 FT (1.2 M) WIRE AND WOOD
 AQ2634'FENCE CORNER, 23.8 FT (7.3 M) NORTH-NORTHWEST OF A WOODEN POWER POLE
 AQ2634'NUMBERED 34450 6588 09 WITH A TRANSFORMER ATTACHED, 23.0 FT (7.0 M)
 AQ2634'EAST OF THE CENTERLINE OF STATE ROAD 13 AND 16.9 FT (5.2 M) NORTHWEST
 AQ2634'OF A GUY WIRE.
 AQ2634
 AQ2634                          STATION RECOVERY (1999)
 AQ2634
 AQ2634'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2634'THE MARK IS AT TOCOI POINT, 20.9 MI (33.6 KM) SOUTHEAST OF GREEN COVE
 AQ2634'SPRING, 14.7 MI (23.7 KM) WEST OF SAINT AUGUSTINE, IN SECTION 42,
 AQ2634'TOWNSHIP 7 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE JUNCTION
 AQ2634'OF U.S. HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16 (FERRIS STREET)
 AQ2634'IN GREEN COVE SPRING, GO SOUTH ON U.S. HIGHWAY 17 AND STATE ROAD 16
 AQ2634'FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF STATE ROAD 16 EAST ON THE LEFT,
 AQ2634'TURN LEFT ON STATE ROAD 16 AND GO EAST FOR 5.1 MI (8.2 KM) TO THE
 AQ2634'Y-JUNCTION OF STATE ROAD 13 AND STATE ROAD 16, BEAR RIGHT AND GO SOUTH
 AQ2634'ON STATE ROAD 13 AND STATE ROAD 16 FOR 15.9 MI (25.6 KM) TO THE MARK
 AQ2634'ON THE LEFT SET IN THE TOP OF THE CONCRETE HEADWALL. LOCATED 23.0 FT
 AQ2634'(7.0 M) EAST OF THE CENTERLINE OF STATE ROAD 13 AND 2.3 FT (0.7 M)
 AQ2634'SOUTH OF A WITNESS POST.
 AQ2634
 AQ2634                          STATION RECOVERY (2009)
 AQ2634
 AQ2634'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2009 (RB)
 AQ2634'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2632 ***********************************************************************
 AQ2632  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2632  DESIGNATION -  872 0596 TIDAL 1
 AQ2632  PID         -  AQ2632
 AQ2632  STATE/COUNTY-  FL/ST JOHNS
 AQ2632  COUNTRY     -  US
 AQ2632  USGS QUAD   -  RIVERDALE (2018)
 AQ2632
 AQ2632                         *CURRENT SURVEY CONTROL
 AQ2632  ______________________________________________________________________
 AQ2632* NAD 83(1986) POSITION- 29 50 41.59   (N) 081 33 30.18   (W)   HD_HELD1
 AQ2632* NAVD 88 ORTHO HEIGHT -     2.746 (meters)        9.01  (feet) ADJUSTED
 AQ2632  ______________________________________________________________________
 AQ2632  GEOID HEIGHT    -        -28.403 (meters)                     GEOID18
 AQ2632  DYNAMIC HEIGHT  -          2.742 (meters)        9.00  (feet) COMP
 AQ2632  MODELED GRAVITY -    979,316.2   (mgal)                       NAVD 88
 AQ2632
 AQ2632  VERT ORDER      -  SECOND    CLASS I
 AQ2632
 AQ2632.The horizontal coordinates were determined by differentially corrected
 AQ2632.hand held GPS observations or other comparable positioning techniques
 AQ2632.and have an estimated accuracy of +/- 3 meters.
 AQ2632
 AQ2632.The orthometric height was determined by differential leveling and
 AQ2632.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2632.in May 2004.
 AQ2632
 AQ2632.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2632.GEOID18 height accuracy estimate available here.
 AQ2632
 AQ2632.This Tidal Bench Mark is designated as VM 5219
 AQ2632.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2632
 AQ2632.Click photographs - Photos may exist for this station.
 AQ2632
 AQ2632.The dynamic height is computed by dividing the NAVD 88
 AQ2632.geopotential number by the normal gravity value computed on the
 AQ2632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2632.degrees latitude (g = 980.6199 gals.).
 AQ2632
 AQ2632.The modeled gravity was interpolated from observed gravity values.
 AQ2632
 AQ2632;                    North         East    Units  Estimated Accuracy
 AQ2632;SPC FL E     -   610,804.9     146,042.8     MT  (+/- 3 meters HH1 GPS) 
 AQ2632
 AQ2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4606101728(NAD 83)
 AQ2632
 AQ2632                          SUPERSEDED SURVEY CONTROL
 AQ2632
 AQ2632  NAVD 88 (??/??/92)    2.746  (m)            9.01   (f) SUPERSEDED  3 0
 AQ2632  NGVD 29 (09/01/92)    3.047  (m)           10.00   (f) ADJUSTED    2 1
 AQ2632
 AQ2632.Superseded values are not recommended for survey control.
 AQ2632
 AQ2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2632.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2632
 AQ2632_MARKER: DB = BENCH MARK DISK
 AQ2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2632_STAMPING: NO 1 1934
 AQ2632_MARK LOGO: CGS
 AQ2632_PROJECTION: PROJECTING 15 CENTIMETERS
 AQ2632_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2632+STABILITY: SURFACE MOTION
 AQ2632_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2632+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2011
 AQ2632
 AQ2632  HISTORY     - Date     Condition        Report By
 AQ2632  HISTORY     - 1934     MONUMENTED       CGS
 AQ2632  HISTORY     - 1984     GOOD             FLDNR
 AQ2632  HISTORY     - 1998     GOOD             FLDEP
 AQ2632  HISTORY     - 19990603 GOOD             FLDEP
 AQ2632  HISTORY     - 20090810 GOOD             FL-109
 AQ2632  HISTORY     - 20110203 GOOD             FLDEP
 AQ2632
 AQ2632                          STATION DESCRIPTION
 AQ2632
 AQ2632'DESCRIBED BY FL DEPT OF NAT RES 1984
 AQ2632'10.6 MI NW FROM SPUDS.
 AQ2632'BEGIN AT THE JUNCTION OF COUNTY ROAD C-13 WITH STATE ROAD 207, GO
 AQ2632'10.6 MILES NORTH ON C-13 TO THE JUNCTION OF COUNTY ROAD C-214 AND THE
 AQ2632'MARK.  THE MARK BEARS 51 FEET EAST OF THE CENTERLINE OF C-13, 49 FEET
 AQ2632'SOUTH OF THE CENTERLINE OF C-214, 39.5 FEET NORTHWEST OF THE NORTH
 AQ2632'CORNER OF A HOUSE, AND 5 FEET EAST OF THE NORTHWEST CORNER OF A
 AQ2632'CHAIN-LINK FENCE
 AQ2632'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AQ2632
 AQ2632                          STATION RECOVERY (1998)
 AQ2632
 AQ2632'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (KLB)
 AQ2632'THE MARK IS AT TOCOI, IN SECTION 42, TOWNSHIP 7 SOUTH, RANGE 27 EAST.
 AQ2632'
 AQ2632'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (PONCE DE
 AQ2632'LEON BOULEVARD)  AND COUNTY ROAD 214 (KING STREET) IN ST. AUGUSTINE,
 AQ2632'GO WEST ON COUNTY ROAD 214 (KING  STREET) FOR 5.1 MI (8.2 KM) TO THE
 AQ2632'INTERSECTION OF U.S. HIGHWAY 95.  CONTINUE WEST ON COUNTY ROAD  214
 AQ2632'FOR 6.2 MI (10.0 KM) TO THE JUNCTION OF STATE ROAD 13A (NORTH).
 AQ2632'CONTINUE WEST ON COUNTY ROAD  214 FOR 4.1 MI (6.6 KM) TO THE
 AQ2632'T-JUNCTION OF STATE ROAD 13 AND THE MARK ON THE LEFT, SET IN THE TOP
 AQ2632'OF A 1.0 FT (0.3 M) SQUARE CONCRETE MONUMENT PROJECTING 0.6 FT (0.2 M)
 AQ2632'ABOVE THE LEVEL OF THE GROUND.
 AQ2632'
 AQ2632'LOCATED 52.6 FT (16.0 M) EAST OF THE CENTERLINE OF STATE ROAD 13, 48.4
 AQ2632'FT (14.8 M) SOUTH OF THE CENTERLINE  OF COUNTY ROAD 214, 18.3 FT (5.6
 AQ2632'M) WEST OF A 6-INCH (15 CM) SQUARE STATE ROAD DEPARTMENT RIGHT OF WAY
 AQ2632'MARKER PROJECTING 18-INCHES ABOVE THE LEVEL OF THE GROUND, 4.3 FT (1.3
 AQ2632'M) SOUTH OF A POWER POLE  WITH A TRANSFORMER BOX NUMBER P65 ATTACHED
 AQ2632'AND 3.2 FT (1.0 M) WEST OF A CARSONITE WITNESS  POST.
 AQ2632
 AQ2632                          STATION RECOVERY (1999)
 AQ2632
 AQ2632'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2632'THE MARK IS AT TOCOI POINT, 21.3 MI (34.3 KM) SOUTHEAST OF GREEN COVE
 AQ2632'SPRING, 15.0 MI (24.1 KM) WEST OF SAINT AUGUSTINE, IN SECTION 42,
 AQ2632'TOWNSHIP 7 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE JUNCTION
 AQ2632'OF STATE ROAD 16 (GREEN COVE SPRINGS ROAD) AND U.S. HIGHWAY 1 (PONCE
 AQ2632'DE LEON BOULEVARD) ON THE NORTH SIDE OF SAINT AUGUSTINE, GO SOUTH ON
 AQ2632'U.S. HIGHWAY 1 (PONCE DE LEON BOULEVARD) FOR 1.95 MI (3.14 KM) TO THE
 AQ2632'INTERSECTION OF KING STREET, TURN RIGHT ON KING STREET AND GO WEST FOR
 AQ2632'15.15 MI (24.38 KM) TO THE T-JUNCTION OF STATE ROAD 13 AND THE MARK ON
 AQ2632'THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 0.6 FT
 AQ2632'(18.3 CM) ABOVE THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) ABOVE THE
 AQ2632'LEVEL OF KING STREET (COUNTY ROAD 214).  THIS MARK CAN ALSO BE REACHED
 AQ2632'FROM THE JUNCTION OF U.S. HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16
 AQ2632'(FERRIS STREET) IN GREEN COVE SPRING, GO SOUTH ON U.S. HIGHWAY 17
 AQ2632'(ORANGE AVENUE) AND STATE ROAD 16 (FERRIS STREET) FOR 0.6 MI (1.0 KM)
 AQ2632'TO THE JUNCTION OF STATE ROAD 16 EAST ON THE LEFT, TURN LEFT ON STATE
 AQ2632'ROAD 16 AND GO EAST FOR 5.1 MI (8.2 KM) TO THE Y-JUNCTION OF STATE
 AQ2632'ROAD 13 AND STATE ROAD 16, BEAR RIGHT AND GO SOUTH ON STATE ROAD 13
 AQ2632'AND STATE ROAD 16 FOR 16.2 MI (26.1 KM) TO THE JUNCTION OF COUNTY ROAD
 AQ2632'214 ON THE LEFT AND THE MARK ON THE LEFT. LOCATED 51.0 FT (15.5 M)
 AQ2632'EAST OF THE CENTERLINE OF STATE ROAD 13 AND STATE ROAD 16, 49.0 FT
 AQ2632'(14.9 M) SOUTH OF THE CENTERLINE OF KING STREET (COUNTY ROAD 214), 4.5
 AQ2632'FT (1.4 M) SOUTH OF A POWER POLE WITH A TRANFORMER BOX NUMBER P65
 AQ2632'ATTACHED AND 3.2 FT (1.0 M) WEST OF A CARSONITE WITNESS POST.
 AQ2632
 AQ2632                          STATION RECOVERY (2009)
 AQ2632
 AQ2632'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2009 (RB)
 AQ2632'RECOVERED IN GOOD CONDITION.
 AQ2632
 AQ2632                          STATION RECOVERY (2011)
 AQ2632
 AQ2632'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RLH)
 AQ2632'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2633 ***********************************************************************
 AQ2633  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2633  DESIGNATION -  872 0596 TIDAL 3
 AQ2633  PID         -  AQ2633
 AQ2633  STATE/COUNTY-  FL/ST JOHNS
 AQ2633  COUNTRY     -  US
 AQ2633  USGS QUAD   -  RIVERDALE (2018)
 AQ2633
 AQ2633                         *CURRENT SURVEY CONTROL
 AQ2633  ______________________________________________________________________
 AQ2633* NAD 83(1986) POSITION- 29 50 45.3    (N) 081 33 28.2    (W)   HD_HELD2
 AQ2633* NAVD 88 ORTHO HEIGHT -     2.970 (meters)        9.74  (feet) ADJUSTED
 AQ2633  ______________________________________________________________________
 AQ2633  GEOID HEIGHT    -        -28.402 (meters)                     GEOID18
 AQ2633  DYNAMIC HEIGHT  -          2.966 (meters)        9.73  (feet) COMP
 AQ2633  MODELED GRAVITY -    979,316.2   (mgal)                       NAVD 88
 AQ2633
 AQ2633  VERT ORDER      -  SECOND    CLASS I
 AQ2633
 AQ2633.The horizontal coordinates were established by autonomous hand held GPS
 AQ2633.observations and have an estimated accuracy of +/- 10 meters.
 AQ2633
 AQ2633.The orthometric height was determined by differential leveling and
 AQ2633.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2633.in May 2004.
 AQ2633
 AQ2633.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2633.GEOID18 height accuracy estimate available here.
 AQ2633
 AQ2633.This Tidal Bench Mark is designated as VM 5220
 AQ2633.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2633
 AQ2633.Click photographs - Photos may exist for this station.
 AQ2633
 AQ2633.The dynamic height is computed by dividing the NAVD 88
 AQ2633.geopotential number by the normal gravity value computed on the
 AQ2633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2633.degrees latitude (g = 980.6199 gals.).
 AQ2633
 AQ2633.The modeled gravity was interpolated from observed gravity values.
 AQ2633
 AQ2633;                    North         East    Units  Estimated Accuracy
 AQ2633;SPC FL E     -   610,919.      146,097.      MT  (+/- 10 meters HH2 GPS)
 AQ2633
 AQ2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMP4611401842(NAD 83)
 AQ2633
 AQ2633                          SUPERSEDED SURVEY CONTROL
 AQ2633
 AQ2633  NAVD 88 (??/??/92)    2.976  (m)            9.76   (f) SUPERSEDED  3 0
 AQ2633  NGVD 29 (09/01/92)    3.277  (m)           10.75   (f) ADJUSTED    2 1
 AQ2633
 AQ2633.Superseded values are not recommended for survey control.
 AQ2633
 AQ2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2633.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2633
 AQ2633_MARKER: DB = BENCH MARK DISK
 AQ2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2633_STAMPING: NO 3 1934
 AQ2633_MARK LOGO: CGS
 AQ2633_PROJECTION: PROJECTING 15 CENTIMETERS
 AQ2633_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2633+STABILITY: SURFACE MOTION
 AQ2633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2633+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2011
 AQ2633
 AQ2633  HISTORY     - Date     Condition        Report By
 AQ2633  HISTORY     - 1934     MONUMENTED       CGS
 AQ2633  HISTORY     - 1984     GOOD             FLDNR
 AQ2633  HISTORY     - 1998     GOOD             FLDEP
 AQ2633  HISTORY     - 19990603 GOOD             FLDEP
 AQ2633  HISTORY     - 20090812 GOOD             FL-109
 AQ2633  HISTORY     - 20110203 GOOD             FLDEP
 AQ2633
 AQ2633                          STATION DESCRIPTION
 AQ2633
 AQ2633'DESCRIBED BY FL DEPT OF NAT RES 1984
 AQ2633'10.6 MI NW FROM SPUDS.
 AQ2633'BEGIN AT THE JUNCTION OF COUNTY ROAD C-13 WITH STATE ROAD 207, GO
 AQ2633'10.6 MILES NORTH ON C-13 TO THE JUNCTION OF COUNTY ROAD C-214 AND THE
 AQ2633'MARK.  THE MARK BEARS 388 FEET NORTH OF THE CENTERLINE OF C-214, 47
 AQ2633'FEET EAST OF THE CENTERLINE OF C-13, 163 FEET NORTH-NORTHEAST OF THE
 AQ2633'NORTH END OF A CULVERT HEADWALL, AND 1 FOOT SOUTH OF A WITNESS POST.
 AQ2633'THE MARK IS 1 FT BELOW HIGHWAY.
 AQ2633
 AQ2633                          STATION RECOVERY (1998)
 AQ2633
 AQ2633'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (KLB)
 AQ2633'THE MARK IS AT TOCOI, IN SECTION 42, TOWNSHIP 7 SOUTH, RANGE 27 EAST.
 AQ2633'
 AQ2633'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (PONCE DE
 AQ2633'LEON BOULEVARD) AND COUNTY ROAD 214 (KING STREET) IN ST. AUGUSTINE, GO
 AQ2633'WEST ON COUNTY ROAD 214 (KING STREET) FOR 5.1 MI (8.2 KM) TO THE
 AQ2633'INTERSECTION OF U.S. HIGHWAY 95.  CONTINUE WEST ON COUNTY ROAD 214 FOR
 AQ2633'6.2 MI (10.0 KM) TO THE JUNCTION OF STATE ROAD 13A (NORTH).  CONTINUE
 AQ2633'WEST ON COUNTY ROAD 214 FOR 4.1 MI (6.6 KM) TO THE T-JUNCTION OF STATE
 AQ2633'ROAD 13.  TURN RIGHT ON STATE ROAD 13 AND GO NORTH FOR 0.1 MI (0.2 KM)
 AQ2633'TO THE MARK ON THE RIGHT, SET IN THE TOP OF A 1.0 FT (0.3 M) SQUARE
 AQ2633'CONCRETE MONUMENT PROJECTING 0.4 FT (12 CM) ABOVE THE LEVEL OF THE
 AQ2633'GROUND.
 AQ2633'
 AQ2633'LOCATED 388.0 FT (118.3 M) NORTH OF THE CENTERLINE OF COUNTY ROAD 214,
 AQ2633'163.0 FT (49.7 M) NORTH-NORTHEAST OF THE NORTH END OF A CULVERT
 AQ2633'HEADWALL, 47.0 FT (14.3 M) EAST OF THE CENTERLINE OF STATE ROAD 13 AND
 AQ2633'1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 AQ2633
 AQ2633                          STATION RECOVERY (1999)
 AQ2633
 AQ2633'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2633'THE MARK IS AT TOCOI POINT, 21.2 MI (34.1 KM) SOUTHEAST OF GREEN COVE
 AQ2633'SPRING, 15.0 MI (24.1 KM) WEST OF SAINT AUGUSTINE, IN SECTION 42,
 AQ2633'TOWNSHIP 7 SOUTH, RANGE 27 EAST TO REACH THE MARK FROM THE JUNCTION OF
 AQ2633'U.S. HIGHWAY 17 (ORANGE AVENUE) AND STATE ROAD 16 (FERRIS STREET) IN
 AQ2633'GREEN COVE SPRING, GO SOUTH ON U.S. HIGHWAY 17 AND STATE ROAD 16 FOR
 AQ2633'0.6 MI (1.0 KM) TO THE JUNCTION OF STATE ROAD 16 EAST ON THE LEFT,
 AQ2633'TURN LEFT ON STATE ROAD 16 AND GO EAST FOR 5.1 MI (8.2 KM) TO THE
 AQ2633'Y-JUNCTION OF STATE ROAD 13 AND STATE ROAD 16, BEAR RIGHT AND CONTINUE
 AQ2633'SOUTH ON STATE ROAD 13 AND STATE ROAD 16 FOR 16.2 MI (26.1 KM) TO THE
 AQ2633'MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 0.6
 AQ2633'FT (18.3 CM) ABOVE BELOW THE LEVEL OF THE GROUND AND ABOUT 3.0 FT (0.9
 AQ2633'M) ABOVE THE LEVEL OF STATE ROAD 13. LOCATED 388.0 FT (118.3 M) NORTH
 AQ2633'OF THE CENTERLINE OF KING STREET (COUNTY ROAD 214), 163.0 FT (49.7 M)
 AQ2633'NORTH-NORTHEAST OF THE NORTH END OF A CULVERT HEADWALL, 47.0 FT (14.3
 AQ2633'M) EAST OF THE CENTERLINE OF STATE ROAD 13 AND STATE ROAD 16 AND 1.0
 AQ2633'FT (0.3 M) SOUTH OF A WITNESS POST.
 AQ2633
 AQ2633                          STATION RECOVERY (2009)
 AQ2633
 AQ2633'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2009 (RB)
 AQ2633'RECOVERED IN GOOD CONDITION.
 AQ2633
 AQ2633                          STATION RECOVERY (2011)
 AQ2633
 AQ2633'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (RLH)
 AQ2633'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1585 ***********************************************************************
 AQ1585  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1585  DESIGNATION -  872 0623 A TIDAL
 AQ1585  PID         -  AQ1585
 AQ1585  STATE/COUNTY-  FL/ST JOHNS
 AQ1585  COUNTRY     -  US
 AQ1585  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 AQ1585
 AQ1585                         *CURRENT SURVEY CONTROL
 AQ1585  ______________________________________________________________________
 AQ1585* NAD 83(1986) POSITION- 29 47 27.06   (N) 081 16 07.25   (W)   HD_HELD1
 AQ1585* NAVD 88 ORTHO HEIGHT -     1.307 (meters)        4.29  (feet) ADJUSTED
 AQ1585  ______________________________________________________________________
 AQ1585  GEOID HEIGHT    -        -28.752 (meters)                     GEOID18
 AQ1585  DYNAMIC HEIGHT  -          1.305 (meters)        4.28  (feet) COMP
 AQ1585  MODELED GRAVITY -    979,301.9   (mgal)                       NAVD 88
 AQ1585
 AQ1585  VERT ORDER      -  SECOND    CLASS I
 AQ1585
 AQ1585.The horizontal coordinates were determined by differentially corrected
 AQ1585.hand held GPS observations or other comparable positioning techniques
 AQ1585.and have an estimated accuracy of +/- 3 meters.
 AQ1585
 AQ1585.The orthometric height was determined by differential leveling and
 AQ1585.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1585.in April 2002.
 AQ1585
 AQ1585.No vertical observational check was made to the station.
 AQ1585
 AQ1585.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1585.GEOID18 height accuracy estimate available here.
 AQ1585
 AQ1585.This Tidal Bench Mark is designated as VM 10727
 AQ1585.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1585
 AQ1585.Click photographs - Photos may exist for this station.
 AQ1585
 AQ1585.The dynamic height is computed by dividing the NAVD 88
 AQ1585.geopotential number by the normal gravity value computed on the
 AQ1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1585.degrees latitude (g = 980.6199 gals.).
 AQ1585
 AQ1585.The modeled gravity was interpolated from observed gravity values.
 AQ1585
 AQ1585;                    North         East    Units  Estimated Accuracy
 AQ1585;SPC FL E     -   604,714.8     174,023.3     MT  (+/- 3 meters HH1 GPS) 
 AQ1585
 AQ1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7403295640(NAD 83)
 AQ1585
 AQ1585                          SUPERSEDED SURVEY CONTROL
 AQ1585
 AQ1585  NAVD 88 (06/15/91)    1.328  (m)            4.36   (f) SUPERSEDED  2 1
 AQ1585  NGVD 29 (09/01/92)    1.655  (m)            5.43   (f) ADJUSTED    2 1
 AQ1585
 AQ1585.Superseded values are not recommended for survey control.
 AQ1585
 AQ1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1585.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1585
 AQ1585_MARKER: DJ = TIDAL STATION DISK
 AQ1585_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1585_SP_SET: BULKHEAD
 AQ1585_STAMPING: 0623 A 1978
 AQ1585_MARK LOGO: NOS
 AQ1585_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1585+STABILITY: SURFACE MOTION
 AQ1585
 AQ1585  HISTORY     - Date     Condition        Report By
 AQ1585  HISTORY     - 1978     MONUMENTED       NOS
 AQ1585  HISTORY     - 1978     GOOD             FLDNR
 AQ1585  HISTORY     - 1987     GOOD             FLDNR
 AQ1585  HISTORY     - 1989     GOOD             USPSQD
 AQ1585  HISTORY     - 1990     GOOD             USPSQD
 AQ1585  HISTORY     - 20090716 POOR             FL-109
 AQ1585  HISTORY     - 20141203 POOR             FL-109
 AQ1585
 AQ1585                          STATION DESCRIPTION
 AQ1585
 AQ1585'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1585'1.5 MI NORTH FROM CRESCENT BEACH.
 AQ1585'BEGINNING AT THE INTERSECTION OF US HIGHWAY A1A AND STATE ROAD 206 AT
 AQ1585'CRESCENT BEACH, PROCEED 1.5 MILES NORTH ALONG US HIGHWAY A1A TO
 AQ1585'PALMETTO DRIVE, THENCE 0.42 MILE WEST ALONG PALMETTO DRIVE TO THE
 AQ1585'LOCATION OF THE MARK. THE MARK BEARS 21 FEET SOUTH OF JETTY, 1.6 FEET
 AQ1585'NORTHEAST OF THE TOP STEP OF THE BOAT RAMP, 27.1 FEET NORTH OF BOAT
 AQ1585'RAMP, AND 225 FEET EAST OF THE TIDE STATION.
 AQ1585
 AQ1585                          STATION RECOVERY (1987)
 AQ1585
 AQ1585'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1585'THE MARK WAS RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOR THE
 AQ1585'MARK FOLLOWS - BEGIN AT THE INTERSECTION OF U.S. HIGHWAY A1A AND STATE
 AQ1585'ROAD 206 AT CRESCENT BEACH, GO 1.6 MILES NORTH ALONG U.S. HIGHWAY A1A
 AQ1585'TO THE JUNCTION OF PALMETTO DRIVE, GO 0.4 MILE WEST ALONG PALMETTO
 AQ1585'DRIVE TO A BOAT RAMP AND THE MARK.  THE MARK IS IN THE NORTH BULKHEAD
 AQ1585'OF THE BOAT RAMP.  THE MARK BEARS 355 FEET EAST OF THE WEST END OF THE
 AQ1585'DRIVE, 19.7 FEET SOUTH OF THE CENTERLINE OF PALMETTO DRIVE, 47.8 FEET
 AQ1585'WEST OF THE NORTHWEST CORNER OF THE BOAT RAMP BULKHEAD, 4.5 FEET NORTH
 AQ1585'OF THE SOUTH SIDE OF THE NORTH BULKHEAD, AND 1.6 FEET NORTHEAST OF THE
 AQ1585'NORTHEAST CORNER OF THE TOP STEP FOR THE BOAT RAMP.  THE MARK IS ABOUT
 AQ1585'LEVEL WITH THE ROAD.
 AQ1585
 AQ1585                          STATION RECOVERY (1989)
 AQ1585
 AQ1585'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1585'RECOVERED IN GOOD CONDITION.
 AQ1585
 AQ1585                          STATION RECOVERY (1990)
 AQ1585
 AQ1585'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1585'RECOVERED IN GOOD CONDITION.
 AQ1585
 AQ1585                          STATION RECOVERY (2009)
 AQ1585
 AQ1585'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2009 (RB)
 AQ1585'CONCRETE AROUND DISK IS BROKEN AND BULKHEAD APPEARS TO HAVE SHIFTED.
 AQ1585
 AQ1585                          STATION RECOVERY (2014)
 AQ1585
 AQ1585'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)
 AQ1585'NE CORNER OF BULKHEAD
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1584 ***********************************************************************
 AQ1584  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1584  DESIGNATION -  872 0623 B TIDAL
 AQ1584  PID         -  AQ1584
 AQ1584  STATE/COUNTY-  FL/ST JOHNS
 AQ1584  COUNTRY     -  US
 AQ1584  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 AQ1584
 AQ1584                         *CURRENT SURVEY CONTROL
 AQ1584  ______________________________________________________________________
 AQ1584* NAD 83(1986) POSITION- 29 47 28.     (N) 081 15 59.     (W)   SCALED
 AQ1584* NAVD 88 ORTHO HEIGHT -     1.162 (meters)        3.81  (feet) ADJUSTED
 AQ1584  ______________________________________________________________________
 AQ1584  GEOID HEIGHT    -        -28.753 (meters)                     GEOID18
 AQ1584  DYNAMIC HEIGHT  -          1.161 (meters)        3.81  (feet) COMP
 AQ1584  MODELED GRAVITY -    979,302.1   (mgal)                       NAVD 88
 AQ1584
 AQ1584  VERT ORDER      -  FIRST     CLASS II
 AQ1584
 AQ1584.The horizontal coordinates were scaled from a map and have
 AQ1584.an estimated accuracy of +/- 6 seconds.
 AQ1584
 AQ1584.The orthometric height was determined by differential leveling and
 AQ1584.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1584.in May 1994.
 AQ1584
 AQ1584.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1584.GEOID18 height accuracy estimate available here.
 AQ1584
 AQ1584.This Tidal Bench Mark is designated as VM 10728
 AQ1584.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1584
 AQ1584.Click photographs - Photos may exist for this station.
 AQ1584
 AQ1584.The dynamic height is computed by dividing the NAVD 88
 AQ1584.geopotential number by the normal gravity value computed on the
 AQ1584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1584.degrees latitude (g = 980.6199 gals.).
 AQ1584
 AQ1584.The modeled gravity was interpolated from observed gravity values.
 AQ1584
 AQ1584;                    North         East    Units  Estimated Accuracy
 AQ1584;SPC FL E     -   604,740.      174,250.      MT  (+/- 180 meters Scaled)
 AQ1584
 AQ1584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN742956(NAD 83)
 AQ1584
 AQ1584                          SUPERSEDED SURVEY CONTROL
 AQ1584
 AQ1584  NAVD 88 (06/15/91)    1.160  (m)            3.81   (f) SUPERSEDED  1 2
 AQ1584  NGVD 29 (09/01/92)    1.487  (m)            4.88   (f) ADJUSTED    1 2
 AQ1584
 AQ1584.Superseded values are not recommended for survey control.
 AQ1584
 AQ1584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1584.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1584
 AQ1584_MARKER: DJ = TIDAL STATION DISK
 AQ1584_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AQ1584_STAMPING: 0623 B 1978
 AQ1584_MARK LOGO: NOS
 AQ1584_PROJECTION: FLUSH
 AQ1584_MAGNETIC: I = MARKER IS A STEEL ROD
 AQ1584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1584+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2009
 AQ1584_ROD/PIPE-DEPTH: 9.8 meters
 AQ1584
 AQ1584  HISTORY     - Date     Condition        Report By
 AQ1584  HISTORY     - 1978     MONUMENTED       NOS
 AQ1584  HISTORY     - 1978     GOOD             FLDNR
 AQ1584  HISTORY     - 1987     GOOD             FLDNR
 AQ1584  HISTORY     - 1989     GOOD             USPSQD
 AQ1584  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1584  HISTORY     - 19910323 GOOD             NGS
 AQ1584  HISTORY     - 20090716 GOOD             FL-109
 AQ1584
 AQ1584                          STATION DESCRIPTION
 AQ1584
 AQ1584'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1584'1.5 MI NORTH FROM CRESCENT BEACH.
 AQ1584'BEGINNING AT THE INTERSECTION OF US HIGHWAY A1A AND STATE ROAD 206 AT
 AQ1584'CRESCENT BEACH, PROCEED 1.5 MILES NORTH ALONG US HIGHWAY A1A TO
 AQ1584'PALMETTO DRIVE, THENCE 0.3 MILE WEST ALONG PALMETTO DRIVE TO THE
 AQ1584'LOCATION OF THE MARK. THE MARK BEARS 26 FEET SOUTH OF THE CENTERLINE
 AQ1584'OF PALMETTO DRIVE, 15 FEET NORTH OF THE CENTERLINE OF A EAST WEST
 AQ1584'DITCH, 300 FEET WEST OF A TELEPHONE POLE AT FOURTH STREET.
 AQ1584
 AQ1584                          STATION RECOVERY (1987)
 AQ1584
 AQ1584'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1584'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT PALMETTO DRIVE IS
 AQ1584'1.6 MILES NORTH OF STATE ROAD 206.  THE MARK IS ALSO IN LINE WITH THE
 AQ1584'EXTENDED CENTERLINE OF 5TH STREET.  THE OLD WITNESS POST WAS GONE AND
 AQ1584'A NEW WITNESS POST WAS INSTALLED.  THE MARK BEARS 8.0 FEET NORTH OF
 AQ1584'THE NEW WITNESS POST.  THE MARK IS 0.3 FT BELOW THE GROUND.  THE MARK
 AQ1584'IS 8.0 E FROM A WHITNESS POST.
 AQ1584
 AQ1584                          STATION RECOVERY (1989)
 AQ1584
 AQ1584'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1584'RECOVERED IN GOOD CONDITION.
 AQ1584
 AQ1584                          STATION RECOVERY (1990)
 AQ1584
 AQ1584'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1584'MARK NOT FOUND.
 AQ1584
 AQ1584                          STATION RECOVERY (1991)
 AQ1584
 AQ1584'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1584'2.5 KM (1.6 MI) NORTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ1584'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 206 IN CRESCENT BEACH,
 AQ1584'THENCE 0.5 KM (0.3 MI) WESTERLY ALONG PALMETTO ROAD, ON THE EXTENDED
 AQ1584'CENTER OF 5TH STREET, 6.3 M (20.7 FT) SOUTH OF AND LEVEL WITH THE
 AQ1584'ROAD CENTER, 4.9 M (16.1 FT) EAST OF A UTILITY POLE, AND 0.6 M
 AQ1584'(2.0 FT) NORTH OF A WITNESS POST. NOTE--THE DISK IS ENCASED IN A
 AQ1584'4-INCH PVC PIPE THAT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AQ1584'SURFACE.
 AQ1584
 AQ1584                          STATION RECOVERY (2009)
 AQ1584
 AQ1584'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2009 (RB)
 AQ1584'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1758 ***********************************************************************
 AQ1758  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1758  DESIGNATION -  872 0623 C TIDAL
 AQ1758  PID         -  AQ1758
 AQ1758  STATE/COUNTY-  FL/ST JOHNS
 AQ1758  COUNTRY     -  US
 AQ1758  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 AQ1758
 AQ1758                         *CURRENT SURVEY CONTROL
 AQ1758  ______________________________________________________________________
 AQ1758* NAD 83(1986) POSITION- 29 47 29.     (N) 081 15 52.     (W)   SCALED
 AQ1758* NAVD 88 ORTHO HEIGHT -     1.277 (meters)        4.19  (feet) ADJUSTED
 AQ1758  ______________________________________________________________________
 AQ1758  GEOID HEIGHT    -        -28.754 (meters)                     GEOID18
 AQ1758  DYNAMIC HEIGHT  -          1.275 (meters)        4.18  (feet) COMP
 AQ1758  MODELED GRAVITY -    979,302.2   (mgal)                       NAVD 88
 AQ1758
 AQ1758  VERT ORDER      -  FIRST     CLASS II
 AQ1758
 AQ1758.The horizontal coordinates were scaled from a map and have
 AQ1758.an estimated accuracy of +/- 6 seconds.
 AQ1758
 AQ1758.The orthometric height was determined by differential leveling and
 AQ1758.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1758.in June 1991.
 AQ1758
 AQ1758.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1758.GEOID18 height accuracy estimate available here.
 AQ1758
 AQ1758.This Tidal Bench Mark is designated as VM 10729
 AQ1758.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1758
 AQ1758.Click photographs - Photos may exist for this station.
 AQ1758
 AQ1758.The dynamic height is computed by dividing the NAVD 88
 AQ1758.geopotential number by the normal gravity value computed on the
 AQ1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1758.degrees latitude (g = 980.6199 gals.).
 AQ1758
 AQ1758.The modeled gravity was interpolated from observed gravity values.
 AQ1758
 AQ1758;                    North         East    Units  Estimated Accuracy
 AQ1758;SPC FL E     -   604,770.      174,430.      MT  (+/- 180 meters Scaled)
 AQ1758
 AQ1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN744956(NAD 83)
 AQ1758
 AQ1758                          SUPERSEDED SURVEY CONTROL
 AQ1758
 AQ1758  NGVD 29 (09/01/92)    1.602  (m)            5.26   (f) ADJUSTED    1 2
 AQ1758
 AQ1758.Superseded values are not recommended for survey control.
 AQ1758
 AQ1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1758.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1758
 AQ1758_MARKER: DJ = TIDAL STATION DISK
 AQ1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1758_STAMPING: 0623 C 1978
 AQ1758_MARK LOGO: NOS
 AQ1758_PROJECTION: RECESSED 10 CENTIMETERS
 AQ1758_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1758+STABILITY: SURFACE MOTION
 AQ1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1758+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2009
 AQ1758
 AQ1758  HISTORY     - Date     Condition        Report By
 AQ1758  HISTORY     - 1978     MONUMENTED       NOS
 AQ1758  HISTORY     - 1978     GOOD             FLDNR
 AQ1758  HISTORY     - 1987     GOOD             FLDNR
 AQ1758  HISTORY     - 1989     GOOD             USPSQD
 AQ1758  HISTORY     - 1990     GOOD             USPSQD
 AQ1758  HISTORY     - 19910323 GOOD             NGS
 AQ1758  HISTORY     - 20090716 GOOD             FL-109
 AQ1758
 AQ1758                          STATION DESCRIPTION
 AQ1758
 AQ1758'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1758'1.5 MI NORTH FROM CRESCENT BEACH.
 AQ1758'BEGINNING AT THE INTERSECTION OF US HIGHWAY A1A AND STATE ROAD 296 AT
 AQ1758'CRESCENT BEACH, PROCEED 1.5 MILES NORTH ALONG US HIGHWAY A1A TO
 AQ1758'PALMETTO DRIVE. THE MARK BEARS 20.7 FEET SOUTH OF THE CENTERLINE OF
 AQ1758'PALMETTO DRIVE, 3.5 FEET EAST OF A TELEPHONE POLE AT THIRD STREET,
 AQ1758'27.4 FEET SOUTHWEST OF THE CENTERLINE OF THE INTERSECTION OF THIRD
 AQ1758'STREET AND PALMETTO DRIVE.
 AQ1758
 AQ1758                          STATION RECOVERY (1987)
 AQ1758
 AQ1758'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1758'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT PALMETTO DRIVE IS
 AQ1758'1.6 MILES NORTH OF STATE ROAD 206 AND AT THE JUNCTION OF U.S. HIGHWAY
 AQ1758'A1A AND PALMETTO DRIVE GO 0.15 MILE WEST ALONG PALMETTO DRIVE TO THE
 AQ1758'MARK.  A WITNESS SIGN IS ATTACHED TO A POWER POLE AND THE MARK BEARS
 AQ1758'3.5 FEET EAST OF THE POWER POLE.  THE MARK IS 3.5 FT FROM A WITNESS
 AQ1758'SIGN.
 AQ1758
 AQ1758                          STATION RECOVERY (1989)
 AQ1758
 AQ1758'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1758'RECOVERED IN GOOD CONDITION.
 AQ1758
 AQ1758                          STATION RECOVERY (1990)
 AQ1758
 AQ1758'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1758'RECOVERED IN GOOD CONDITION.
 AQ1758
 AQ1758                          STATION RECOVERY (1991)
 AQ1758
 AQ1758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1758'2.5 KM (1.6 MI) NORTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ1758'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 206 IN CRESCENT BEACH,
 AQ1758'THENCE 0.3 KM (0.2 MI) WESTERLY ALONG PALMETTO ROAD, 7.1 M (23.3 FT)
 AQ1758'SOUTH OF AND LEVEL WITH THE ROAD CENTER, 5.0 M (16.4 FT) WEST OF THE
 AQ1758'EXTENDED CENTER OF 3RD STREET, 0.8 M (2.6 FT) EAST OF A UTILITY POLE
 AQ1758'WITH 3 GUY CABLES, 0.3 M (1.0 FT) NORTH OF A WITNESS POST, AND THE
 AQ1758'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AQ1758
 AQ1758                          STATION RECOVERY (2009)
 AQ1758
 AQ1758'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2009 (RB)
 AQ1758'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1498 ***********************************************************************
 DM1498  DESIGNATION -  872 0625 A TIDAL
 DM1498  PID         -  DM1498
 DM1498  STATE/COUNTY-  FL/ST JOHNS
 DM1498  COUNTRY     -  US
 DM1498  USGS QUAD   -  RIVERDALE (2018)
 DM1498
 DM1498                         *CURRENT SURVEY CONTROL
 DM1498  ______________________________________________________________________
 DM1498* NAD 83(1986) POSITION- 29 48 03.2    (N) 081 32 57.7    (W)   HD_HELD2
 DM1498* NAVD 88 ORTHO HEIGHT -     1.800 (meters)        5.91  (feet) ADJUSTED
 DM1498  ______________________________________________________________________
 DM1498  GEOID HEIGHT    -        -28.469 (meters)                     GEOID18
 DM1498  DYNAMIC HEIGHT  -          1.797 (meters)        5.90  (feet) COMP
 DM1498  MODELED GRAVITY -    979,308.0   (mgal)                       NAVD 88
 DM1498
 DM1498  VERT ORDER      -  SECOND    CLASS I
 DM1498
 DM1498.The horizontal coordinates were established by autonomous hand held GPS
 DM1498.observations and have an estimated accuracy of +/- 10 meters.
 DM1498
 DM1498.The orthometric height was determined by differential leveling and
 DM1498.adjusted by the NATIONAL GEODETIC SURVEY
 DM1498.in July 2011.
 DM1498
 DM1498.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1498.GEOID18 height accuracy estimate available here.
 DM1498
 DM1498.Click photographs - Photos may exist for this station.
 DM1498
 DM1498.The dynamic height is computed by dividing the NAVD 88
 DM1498.geopotential number by the normal gravity value computed on the
 DM1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1498.degrees latitude (g = 980.6199 gals.).
 DM1498
 DM1498.The modeled gravity was interpolated from observed gravity values.
 DM1498
 DM1498;                    North         East    Units  Estimated Accuracy
 DM1498;SPC FL E     -   605,924.      146,891.      MT  (+/- 10 meters HH2 GPS)
 DM1498
 DM1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4690996849(NAD 83)
 DM1498
 DM1498                          SUPERSEDED SURVEY CONTROL
 DM1498
 DM1498.No superseded survey control is available for this station.
 DM1498
 DM1498_MARKER: F = FLANGE-ENCASED ROD
 DM1498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1498_STAMPING: 0625 A 1995
 DM1498_MARK LOGO: NOS
 DM1498_PROJECTION: FLUSH
 DM1498_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1498+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2010
 DM1498_ROD/PIPE-DEPTH: 19.8 meters
 DM1498
 DM1498  HISTORY     - Date     Condition        Report By
 DM1498  HISTORY     - 1995     MONUMENTED       NOS
 DM1498  HISTORY     - 20021016 GOOD             FLDEP
 DM1498  HISTORY     - 20100916 GOOD             FLDEP
 DM1498  HISTORY     - 20141125 GOOD             FL-109
 DM1498
 DM1498                          STATION DESCRIPTION
 DM1498
 DM1498'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DM1498'THE MARK IS ABOUT 9.95 MI (16.0 KM) NORTH OF HASTINGS AT RACY POINT,
 DM1498'IN SECTION 39, TOWNSHIP 8 SOUTH, RANGE 27 EAST.
 DM1498'
 DM1498'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD C-13 AND STATE ROAD
 DM1498'207 NORTH OF HASTINGS, GO NORTHERLY ON COUNTY ROAD C-13 FOR 6.95 MI
 DM1498'(11.2 KM) TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO
 DM1498'REFUSAL AT A DEPTH OF 65.0 FT (19.8 M) WITH AN NOS LOGO CAP FLUSH WITH
 DM1498'THE GROUND, THE DATUM POINT IS RECESSED 0.5 FT (0.2 M) BELOW THE LEVEL
 DM1498'OF THE NOS LOGO CAP.
 DM1498'
 DM1498'LOCATED ABOUT 300.0 FT (91.4 M) SOUTHWEST OF THE CENTERLINE OF COUNTY
 DM1498'ROAD C-13, 78.6 FT (24.0 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 DM1498'THE FRANKLINS HOUSE, 14.0 FT (4.3 M) NORTH OF THE SEA WALL AND 10.8 FT
 DM1498'(3.3 M) NORTHEAST OF A 42-INCH (107 CM) PALM TREE.
 DM1498'
 DM1498'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 DM1498'LOGO CAP.
 DM1498
 DM1498                          STATION RECOVERY (2010)
 DM1498
 DM1498'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (BPJ)
 DM1498'RECOVERED AS DESCRIBED.
 DM1498
 DM1498                          STATION RECOVERY (2014)
 DM1498
 DM1498'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)
 DM1498'MARK IS LOCATED BETWEEN RESIDENCE NO.1635 AND 1641 CR-13
 DM1498'71 FEET SSE FROM THE SE CORNER OF RESIDENCE NO. 1635
 DM1498'16.8 FEET NE FROM A 19 INCH CYPRESS TREE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1497 ***********************************************************************
 DM1497  DESIGNATION -  872 0625 B TIDAL
 DM1497  PID         -  DM1497
 DM1497  STATE/COUNTY-  FL/ST JOHNS
 DM1497  COUNTRY     -  US
 DM1497  USGS QUAD   -  RIVERDALE (2018)
 DM1497
 DM1497                         *CURRENT SURVEY CONTROL
 DM1497  ______________________________________________________________________
 DM1497* NAD 83(1986) POSITION- 29 48 03.7    (N) 081 32 59.5    (W)   HD_HELD2
 DM1497* NAVD 88 ORTHO HEIGHT -     1.126 (meters)        3.69  (feet) ADJUSTED
 DM1497  ______________________________________________________________________
 DM1497  GEOID HEIGHT    -        -28.468 (meters)                     GEOID18
 DM1497  DYNAMIC HEIGHT  -          1.124 (meters)        3.69  (feet) COMP
 DM1497  MODELED GRAVITY -    979,308.0   (mgal)                       NAVD 88
 DM1497
 DM1497  VERT ORDER      -  SECOND    CLASS I
 DM1497
 DM1497.The horizontal coordinates were established by autonomous hand held GPS
 DM1497.observations and have an estimated accuracy of +/- 10 meters.
 DM1497
 DM1497.The orthometric height was determined by differential leveling and
 DM1497.adjusted by the NATIONAL GEODETIC SURVEY
 DM1497.in July 2011.
 DM1497
 DM1497.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1497.GEOID18 height accuracy estimate available here.
 DM1497
 DM1497.Click photographs - Photos may exist for this station.
 DM1497
 DM1497.The dynamic height is computed by dividing the NAVD 88
 DM1497.geopotential number by the normal gravity value computed on the
 DM1497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1497.degrees latitude (g = 980.6199 gals.).
 DM1497
 DM1497.The modeled gravity was interpolated from observed gravity values.
 DM1497
 DM1497;                    North         East    Units  Estimated Accuracy
 DM1497;SPC FL E     -   605,939.      146,843.      MT  (+/- 10 meters HH2 GPS)
 DM1497
 DM1497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4686196864(NAD 83)
 DM1497
 DM1497                          SUPERSEDED SURVEY CONTROL
 DM1497
 DM1497.No superseded survey control is available for this station.
 DM1497
 DM1497_MARKER: F = FLANGE-ENCASED ROD
 DM1497_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1497_STAMPING: 0625 B 1995
 DM1497_MARK LOGO: NOS
 DM1497_PROJECTION: FLUSH
 DM1497_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1497_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1497_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1497+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2010
 DM1497_ROD/PIPE-DEPTH: 19.4 meters
 DM1497
 DM1497  HISTORY     - Date     Condition        Report By
 DM1497  HISTORY     - 1995     MONUMENTED       NOS
 DM1497  HISTORY     - 20021016 GOOD             FLDEP
 DM1497  HISTORY     - 20100916 GOOD             FLDEP
 DM1497  HISTORY     - 20141120 GOOD             FL-109
 DM1497
 DM1497                          STATION DESCRIPTION
 DM1497
 DM1497'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DM1497'THE MARK IS ABOUT 9.95 MI (16.0 KM) NORTH OF HASTINGS AT RACY POINT,
 DM1497'IN SECTION 39, TOWNSHIP 8 SOUTH, RANGE 27 EAST.
 DM1497'
 DM1497'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD C-13 AND STATE ROAD
 DM1497'207 NORTH OF HASTINGS, GO NORTHERLY ON COUNTY ROAD C-13 FOR 6.95 MI
 DM1497'(11.2 KM) TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO
 DM1497'REFUSAL AT A DEPTH OF 63.7 FT (19.4 M) WITH AN NOS LOGO CAP FLUSH WITH
 DM1497'THE GROUND, THE DATUM POINT IS RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL
 DM1497'OF THE NOS LOGO CAP.
 DM1497'
 DM1497'LOCATED ABOUT 300.0 FT (91.4 M) SOUTHWEST OF THE CENTERLINE OF COUNTY
 DM1497'ROAD C-13, 91.3 FT (27.8 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DM1497'FRANKLINS HOUSE, 78.0 FT (23.8 M) SOUTH OF THE SOUTHEAST CORNER OF THE
 DM1497'FLOYDS HOUSE AND 16.8 FT (5.1 M) NORTH OF THE SEA WALL.
 DM1497'
 DM1497'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 DM1497'LOGO CAP.
 DM1497
 DM1497                          STATION RECOVERY (2010)
 DM1497
 DM1497'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (BPJ)
 DM1497'RECOVERED AS DESCRIBED.
 DM1497
 DM1497                          STATION RECOVERY (2014)
 DM1497
 DM1497'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (MP)
 DM1497'MARK IS LOCATED BETWEEN HOUSE NO. 1625 AND 1635 COUNTY ROAD 13 S.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9226 ***********************************************************************
 DI9226  TIDAL BM    -  This is a Tidal Bench Mark.
 DI9226  DESIGNATION -  872 0625 C TIDAL
 DI9226  PID         -  DI9226
 DI9226  STATE/COUNTY-  FL/ST JOHNS
 DI9226  COUNTRY     -  US
 DI9226  USGS QUAD   -  RIVERDALE (2018)
 DI9226
 DI9226                         *CURRENT SURVEY CONTROL
 DI9226  ______________________________________________________________________
 DI9226* NAD 83(2011) POSITION- 29 48 15.78377(N) 081 33 01.54525(W)   ADJUSTED
 DI9226* NAD 83(2011) ELLIP HT-   -27.132 (meters)        (06/27/12)   ADJUSTED
 DI9226* NAD 83(2011) EPOCH   -  2010.00
 DI9226* NAVD 88 ORTHO HEIGHT -     1.317 (meters)        4.32  (feet) ADJUSTED
 DI9226  ______________________________________________________________________
 DI9226  GEOID HEIGHT    -        -28.463 (meters)                     GEOID18
 DI9226  NAD 83(2011) X  -    813,900.708 (meters)                     COMP
 DI9226  NAD 83(2011) Y  - -5,478,919.967 (meters)                     COMP
 DI9226  NAD 83(2011) Z  -  3,151,562.756 (meters)                     COMP
 DI9226  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 DI9226  DYNAMIC HEIGHT  -          1.315 (meters)        4.31  (feet) COMP
 DI9226  MODELED GRAVITY -    979,308.6   (mgal)                       NAVD 88
 DI9226
 DI9226  VERT ORDER      -  SECOND    CLASS I
 DI9226
 DI9226  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI9226  Standards:
 DI9226         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI9226            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI9226  -------------------------------------------------------------------
 DI9226  NETWORK    1.52   1.57           0.55   0.68   0.80     -0.06505661
 DI9226  -------------------------------------------------------------------
 DI9226  Click here for local accuracies and other accuracy information.
 DI9226
 DI9226.The horizontal coordinates were established by GPS observations
 DI9226.and adjusted by the National Geodetic Survey in June 2012.
 DI9226
 DI9226.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI9226.been affixed to the stable North American tectonic plate. See 
 DI9226.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI9226
 DI9226.The horizontal coordinates are valid at the epoch date displayed above
 DI9226.which is a decimal equivalence of Year/Month/Day.
 DI9226
 DI9226.The orthometric height was determined by differential leveling and
 DI9226.adjusted by the NATIONAL GEODETIC SURVEY
 DI9226.in July 2011.
 DI9226
 DI9226.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9226.GEOID18 height accuracy estimate available here.
 DI9226
 DI9226.This Tidal Bench Mark is designated as VM 20984
 DI9226.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI9226
 DI9226.Click photographs - Photos may exist for this station.
 DI9226
 DI9226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI9226
 DI9226.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI9226
 DI9226.The ellipsoidal height was determined by GPS observations
 DI9226.and is referenced to NAD 83.
 DI9226
 DI9226.The dynamic height is computed by dividing the NAVD 88
 DI9226.geopotential number by the normal gravity value computed on the
 DI9226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9226.degrees latitude (g = 980.6199 gals.).
 DI9226
 DI9226.The modeled gravity was interpolated from observed gravity values.
 DI9226
 DI9226. The following values were computed from the NAD 83(2011) position.
 DI9226
 DI9226;                    North         East     Units Scale Factor Converg.
 DI9226;SPC FL E     -   606,311.766   146,789.994   MT  0.99997610   -0 16 24.9
 DI9226;SPC FL E     - 1,989,207.85    481,593.51   sFT  0.99997610   -0 16 24.9
 DI9226;UTM  17      - 3,297,236.876   446,808.149   MT  0.99963491   -0 16 24.9
 DI9226
 DI9226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI9226!SPC FL E     -   1.00000426  x   0.99997610  =   0.99998036
 DI9226!UTM  17      -   1.00000426  x   0.99963491  =   0.99963917
 DI9226
 DI9226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4680897236(NAD 83)
 DI9226
 DI9226                          SUPERSEDED SURVEY CONTROL
 DI9226
 DI9226  NAD 83(2007)-  29 48 15.78421(N)    081 33 01.54592(W) AD(2002.00) B
 DI9226  ELLIP H (06/10/09)  -27.162  (m)                       GP(2002.00) 3 2
 DI9226  NAD 83(1999)-  29 48 15.78402(N)    081 33 01.54607(W) AD(       ) B
 DI9226  ELLIP H (06/27/07)  -27.116  (m)                       GP(       ) 3 2
 DI9226  NAVD 88 (06/27/07)    1.33   (m)  GEOID03  model used  GPS OBS        
 DI9226
 DI9226.Superseded values are not recommended for survey control.
 DI9226
 DI9226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI9226.See file dsdata.pdf to determine how the superseded data were derived.
 DI9226
 DI9226_MARKER: F = FLANGE-ENCASED ROD
 DI9226_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI9226_STAMPING: 0625 C 2006
 DI9226_MARK LOGO: NGS
 DI9226_PROJECTION: FLUSH
 DI9226_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI9226_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI9226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9226+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2010
 DI9226_ROD/PIPE-DEPTH: 9.7 meters
 DI9226
 DI9226  HISTORY     - Date     Condition        Report By
 DI9226  HISTORY     - 2006     MONUMENTED       FLDEP
 DI9226  HISTORY     - 2006     GOOD             FLDEP
 DI9226  HISTORY     - 20090810 GOOD             FL-109
 DI9226  HISTORY     - 20100916 GOOD             FLDEP
 DI9226  HISTORY     - 20141120 GOOD             FL-109
 DI9226
 DI9226                          STATION DESCRIPTION
 DI9226
 DI9226'DESCRIBED BY FL DEPT OF ENV PRO 2006 (RH)
 DI9226'THE MARK IS AT RACY POINT, IN SECTION 39, TOWNSHIP 8 SOUTH, RANGE 27
 DI9226'EAST.
 DI9226'
 DI9226'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 207 AND COUNTY ROAD
 DI9226'C-13 NORTH OF  HASTINGS, GO NORTHWEST ON COUNTY ROAD C-13 FOR 7.3 MI
 DI9226'TO THE MARK ON THE LEFT, A  STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DI9226'DEPTH OF 31.8 FT WITH A NGS LOGO CAP FLUSH  WITH THE GROUND AND ABOUT
 DI9226'1.5 FT BELOW THE LEVEL OF COUNTY ROAD C-13, THE DATUM POINT  IS
 DI9226'RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DI9226'
 DI9226'LOCATED 43.5 FT SOUTHWEST OF A MAILBOX AT 1510, 26.5 FT WEST-NORTHWEST
 DI9226'OF THE  CENTERLINE OF COUNTY ROAD C-13, 16.5 FT WEST-NORTHWEST OF THE
 DI9226'EDGE OF THE PAVEMENT OF  COUNTY ROAD C-13 AND 4.0 FT EAST OF THE
 DI9226'RIVERBANK.
 DI9226'
 DI9226'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DI9226'
 DI9226'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DI9226
 DI9226                          STATION RECOVERY (2009)
 DI9226
 DI9226'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2009 (RB)
 DI9226'RECOVERED IN GOOD CONDITION.
 DI9226
 DI9226                          STATION RECOVERY (2010)
 DI9226
 DI9226'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (BPJ)
 DI9226'RECOVERED AS DESCRIBED.
 DI9226
 DI9226                          STATION RECOVERY (2014)
 DI9226
 DI9226'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (MP)
 DI9226'1.5 FEET EAST OF CARSONITE MARKER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL6869 ***********************************************************************
 DL6869  DESIGNATION -  872 0651 A
 DL6869  PID         -  DL6869
 DL6869  STATE/COUNTY-  FL/ST JOHNS
 DL6869  COUNTRY     -  US
 DL6869  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 DL6869
 DL6869                         *CURRENT SURVEY CONTROL
 DL6869  ______________________________________________________________________
 DL6869* NAD 83(1986) POSITION- 29 46 06.     (N) 081 15 29.     (W)   SCALED
 DL6869* NAVD 88 ORTHO HEIGHT -     1.071 (meters)        3.51  (feet) ADJUSTED
 DL6869  ______________________________________________________________________
 DL6869  GEOID HEIGHT    -        -28.773 (meters)                     GEOID18
 DL6869  DYNAMIC HEIGHT  -          1.069 (meters)        3.51  (feet) COMP
 DL6869  MODELED GRAVITY -    979,299.0   (mgal)                       NAVD 88
 DL6869
 DL6869  VERT ORDER      -  SECOND    CLASS I
 DL6869
 DL6869.The horizontal coordinates were scaled from a map and have
 DL6869.an estimated accuracy of +/- 6 seconds.
 DL6869
 DL6869.The orthometric height was determined by differential leveling and
 DL6869.adjusted by the NATIONAL GEODETIC SURVEY
 DL6869.in April 2011.
 DL6869
 DL6869.No vertical observational check was made to the station.
 DL6869
 DL6869.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6869.GEOID18 height accuracy estimate available here.
 DL6869
 DL6869.Click photographs - Photos may exist for this station.
 DL6869
 DL6869.The dynamic height is computed by dividing the NAVD 88
 DL6869.geopotential number by the normal gravity value computed on the
 DL6869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6869.degrees latitude (g = 980.6199 gals.).
 DL6869
 DL6869.The modeled gravity was interpolated from observed gravity values.
 DL6869
 DL6869;                    North         East    Units  Estimated Accuracy
 DL6869;SPC FL E     -   602,220.      175,050.      MT  (+/- 180 meters Scaled)
 DL6869
 DL6869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN750931(NAD 83)
 DL6869
 DL6869                          SUPERSEDED SURVEY CONTROL
 DL6869
 DL6869.No superseded survey control is available for this station.
 DL6869
 DL6869_MARKER: DB = BENCH MARK DISK
 DL6869_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL6869_SP_SET: PILING CAP
 DL6869_STAMPING: 0651 A 1996
 DL6869_MARK LOGO: NOS
 DL6869_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6869+STABILITY: SURFACE MOTION
 DL6869_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6869+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1996
 DL6869
 DL6869  HISTORY     - Date     Condition        Report By
 DL6869  HISTORY     - 1996     MONUMENTED       NOS
 DL6869  HISTORY     - 19961218 GOOD             FLDEP
 DL6869
 DL6869                          STATION DESCRIPTION
 DL6869
 DL6869'DESCRIBED BY FL DEPT OF ENV PRO 1996 (SVV)
 DL6869'THE MARK IS AT CRESCENT BEACH, IN THE VICINITY OF THE BRIDGE OVER THE
 DL6869'INTERCOASTAL  WATERWAY (MATANZAS RIVER) IN SECTION 35, TOWNSHIP 8
 DL6869'SOUTH, RANGE 30 EAST.
 DL6869'
 DL6869'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A AND COUNTY
 DL6869'ROAD 206 IN  CRESCENT BEACH, GO SOUTH ON STATE ROAD A1A FOR 0.15 MI
 DL6869'(0.2 KM) TO THE JUNCTION OF COBBEDGE  ROAD.  TURN RIGHT ON COBBEDGE
 DL6869'ROAD AND GO WEST FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF
 DL6869'MIDDLETON AVENUE.  TURN RIGHT ON MIDDLETON AVENUE AND GO NORTH FOR 0.1
 DL6869'MI (0.2 KM) TO THE  JUNCTION OF COASTAL DRIVE.  TURN LEFT ON COASTAL
 DL6869'DRIVE AND GO WEST FOR 0.05 MI (0.1 KM) TO THE END  OF COASTAL DRIVE
 DL6869'AND THE MARK ON THE RIGHT, A NOS BRASS DISK SET FLUSH IN THE TOP THE
 DL6869'SOUTHWEST PILING CAP ON THE EAST SIDE OF THE BRIDGE OVER THE
 DL6869'INTERCOASTAL WATERWAY MATANZAS RIVER).
 DL6869'
 DL6869'LOCATED ABOUT 220.0 FT (67.1 M) NORTHEAST OF 0651 B 1996, ABOUT 115.0
 DL6869'FT (35.1 M) NORTH OF 872 0651 AQUA TRAK  AND 12.0 FT (3.7 M) SOUTH OF
 DL6869'THE CENTERLINE OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL6870 ***********************************************************************
 DL6870  DESIGNATION -  872 0651 B
 DL6870  PID         -  DL6870
 DL6870  STATE/COUNTY-  FL/ST JOHNS
 DL6870  COUNTRY     -  US
 DL6870  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 DL6870
 DL6870                         *CURRENT SURVEY CONTROL
 DL6870  ______________________________________________________________________
 DL6870* NAD 83(1986) POSITION- 29 46 06.     (N) 081 15 26.     (W)   SCALED
 DL6870* NAVD 88 ORTHO HEIGHT -     1.109 (meters)        3.64  (feet) ADJUSTED
 DL6870  ______________________________________________________________________
 DL6870  GEOID HEIGHT    -        -28.774 (meters)                     GEOID18
 DL6870  DYNAMIC HEIGHT  -          1.108 (meters)        3.64  (feet) COMP
 DL6870  MODELED GRAVITY -    979,299.0   (mgal)                       NAVD 88
 DL6870
 DL6870  VERT ORDER      -  SECOND    CLASS I
 DL6870
 DL6870.The horizontal coordinates were scaled from a map and have
 DL6870.an estimated accuracy of +/- 6 seconds.
 DL6870
 DL6870.The orthometric height was determined by differential leveling and
 DL6870.adjusted by the NATIONAL GEODETIC SURVEY
 DL6870.in April 2011.
 DL6870
 DL6870.No vertical observational check was made to the station.
 DL6870
 DL6870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6870.GEOID18 height accuracy estimate available here.
 DL6870
 DL6870.Click photographs - Photos may exist for this station.
 DL6870
 DL6870.The dynamic height is computed by dividing the NAVD 88
 DL6870.geopotential number by the normal gravity value computed on the
 DL6870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6870.degrees latitude (g = 980.6199 gals.).
 DL6870
 DL6870.The modeled gravity was interpolated from observed gravity values.
 DL6870
 DL6870;                    North         East    Units  Estimated Accuracy
 DL6870;SPC FL E     -   602,220.      175,130.      MT  (+/- 180 meters Scaled)
 DL6870
 DL6870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN751931(NAD 83)
 DL6870
 DL6870                          SUPERSEDED SURVEY CONTROL
 DL6870
 DL6870.No superseded survey control is available for this station.
 DL6870
 DL6870_MARKER: F = FLANGE-ENCASED ROD
 DL6870_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL6870_STAMPING: 0651 B 1996
 DL6870_MARK LOGO: NOS
 DL6870_PROJECTION: FLUSH
 DL6870_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6870+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2016
 DL6870_ROD/PIPE-DEPTH: 24.4 meters
 DL6870
 DL6870  HISTORY     - Date     Condition        Report By
 DL6870  HISTORY     - 1996     MONUMENTED       NOS
 DL6870  HISTORY     - 19961218 GOOD             FLDEP
 DL6870  HISTORY     - 20141124 GOOD             FL-109
 DL6870  HISTORY     - 20161018 GOOD             USGS
 DL6870
 DL6870                          STATION DESCRIPTION
 DL6870
 DL6870'DESCRIBED BY FL DEPT OF ENV PRO 1996 (SVV)
 DL6870'THE MARK IS AT CRESCENT BEACH, IN THE VICINITY OF THE BRIDGE OVER THE
 DL6870'INTERCOASTAL  WATERWAY (MATANZAS RIVER), IN SECTION 35, TOWNSHIP 8
 DL6870'SOUTH, RANGE 30 EAST.
 DL6870'
 DL6870'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A AND COUNTY
 DL6870'ROAD 206 IN  CRESCENT BEACH, GO SOUTH ON STATE ROAD A1A FOR 0.15 MI
 DL6870'(0.2 KM) TO THE JUNCTION OF COBBEDGE  ROAD.  TURN RIGHT ON COBBEDGE
 DL6870'ROAD AND GO WEST FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF
 DL6870'MIDDLETON AVENUE.  TURN RIGHT ON MIDDLETON AVENUE AND GO NORTH FOR 0.1
 DL6870'MI (0.2 KM) TO THE  JUNCTION OF COASTAL DRIVE.  TURN LEFT ON COASTAL
 DL6870'DRIVE AND GO WEST FOR 0.05 MI (0.1 KM) TO THE END  OF COAST DRIVE AND
 DL6870'THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DL6870'DEPTH OF 80.0 FT (24.4 M) WITH AN NOS LOGO CAP FLUSH WITH THE GROUND
 DL6870'AND ABOUT 1.0 FT (0.3 M) BELOW THE  LEVEL OF THE ROAD.
 DL6870'
 DL6870'LOCATED ABOUT 200.0 FT (61.0 M) EAST OF 872 0651 C 1996 TIDAL, ABOUT
 DL6870'41.5 FT (12.6 M) NORTHWEST OF THE  NORTHWEST CORNER OF A SWIMMING
 DL6870'POOL, ABOUT 15.0 FT (4.6 M) EAST OF THE WEST BANK OF THE  INTERCOASTAL
 DL6870'WATERWAY (MATANZAS RIVER), 4.0 FT (1.2 M) NORTHEAST 0F THE WEST END OF
 DL6870'A BRICK  FENCE AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DL6870'
 DL6870'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 DL6870'LOGO CAP.
 DL6870
 DL6870                          STATION RECOVERY (2014)
 DL6870
 DL6870'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)
 DL6870'RECOVERED IN GOOD CONDITION.
 DL6870
 DL6870                          STATION RECOVERY (2016)
 DL6870
 DL6870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2016 (CJW)
 DL6870'USED TO CALIBRATE HURRICANE MATTHEW HIGH WATER MARKS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL6871 ***********************************************************************
 DL6871  DESIGNATION -  872 0651 C
 DL6871  PID         -  DL6871
 DL6871  STATE/COUNTY-  FL/ST JOHNS
 DL6871  COUNTRY     -  US
 DL6871  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 DL6871
 DL6871                         *CURRENT SURVEY CONTROL
 DL6871  ______________________________________________________________________
 DL6871* NAD 83(1986) POSITION- 29 46 08.     (N) 081 15 24.     (W)   SCALED
 DL6871* NAVD 88 ORTHO HEIGHT -     2.148 (meters)        7.05  (feet) ADJUSTED
 DL6871  ______________________________________________________________________
 DL6871  GEOID HEIGHT    -        -28.774 (meters)                     GEOID18
 DL6871  DYNAMIC HEIGHT  -          2.146 (meters)        7.04  (feet) COMP
 DL6871  MODELED GRAVITY -    979,299.1   (mgal)                       NAVD 88
 DL6871
 DL6871  VERT ORDER      -  SECOND    CLASS I
 DL6871
 DL6871.The horizontal coordinates were scaled from a map and have
 DL6871.an estimated accuracy of +/- 6 seconds.
 DL6871
 DL6871.The orthometric height was determined by differential leveling and
 DL6871.adjusted by the NATIONAL GEODETIC SURVEY
 DL6871.in April 2011.
 DL6871
 DL6871.No vertical observational check was made to the station.
 DL6871
 DL6871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6871.GEOID18 height accuracy estimate available here.
 DL6871
 DL6871.Click photographs - Photos may exist for this station.
 DL6871
 DL6871.The dynamic height is computed by dividing the NAVD 88
 DL6871.geopotential number by the normal gravity value computed on the
 DL6871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6871.degrees latitude (g = 980.6199 gals.).
 DL6871
 DL6871.The modeled gravity was interpolated from observed gravity values.
 DL6871
 DL6871;                    North         East    Units  Estimated Accuracy
 DL6871;SPC FL E     -   602,280.      175,180.      MT  (+/- 180 meters Scaled)
 DL6871
 DL6871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN751932(NAD 83)
 DL6871
 DL6871                          SUPERSEDED SURVEY CONTROL
 DL6871
 DL6871.No superseded survey control is available for this station.
 DL6871
 DL6871_MARKER: DB = BENCH MARK DISK
 DL6871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6871_STAMPING: 0651 C 1996
 DL6871_MARK LOGO: NOS
 DL6871_PROJECTION: FLUSH
 DL6871_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6871+STABILITY: SURFACE MOTION
 DL6871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6871+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1996
 DL6871
 DL6871  HISTORY     - Date     Condition        Report By
 DL6871  HISTORY     - 1996     MONUMENTED       NOS
 DL6871  HISTORY     - 19961218 GOOD             FLDEP
 DL6871
 DL6871                          STATION DESCRIPTION
 DL6871
 DL6871'DESCRIBED BY FL DEPT OF ENV PRO 1996 (SVV)
 DL6871'THE MARK IS AT CRESCENT BEACH, IN THE VICINITY OF THE BRIDGE OVER THE
 DL6871'INTERCOASTAL  WATERWAY (MATANZAS RIVER) IN SECTION 35, TOWNSHIP 8
 DL6871'SOUTH, RANGE 30 EAST.
 DL6871'
 DL6871'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A AND COUNTY
 DL6871'ROAD 206 IN  CRESCENT BEACH, GO SOUTH ON STATE ROAD A1A FOR 0.15 MI
 DL6871'(0.2 KM) TO THE JUNCTION OF COBBEDGE  ROAD.  TURN RIGHT ON COBBEDGE
 DL6871'ROAD AND GO WEST FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF
 DL6871'MIDDLETON AVENUE.  TURN RIGHT ON MIDDLETON AVENUE AND GO NORTH FOR 0.1
 DL6871'MI (0.2 KM) TO THE  JUNCTION OF COASTAL DRIVE.  TURN LEFT ON COASTAL
 DL6871'DRIVE AND GO WEST FOR 0.05 MI (0.1 KM) TO THE  JUNCTION OF AVENUE G
 DL6871'(POMAR ROAD) AND THE MARK ON THE LEFT, A NOS BRASS DISK SET IN THE
 DL6871'TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH
 DL6871'THE ROAD.    LOCATED ABOUT 350.0 FT (106.7 M) EAST OF 0651 A 1996,
 DL6871'27.8 FT (8.5 M) SOUTH OF THE CENTERLINE OF COASTAL  DRIVE, 20.7 FT
 DL6871'(6.3 M) WEST OF THE CENTERLINE OF AVENUE G (POMAR ROAD) AND 2.0 FT
 DL6871'(0.6 M) EAST OF A  CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL6872 ***********************************************************************
 DL6872  DESIGNATION -  872 0651 D
 DL6872  PID         -  DL6872
 DL6872  STATE/COUNTY-  FL/ST JOHNS
 DL6872  COUNTRY     -  US
 DL6872  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 DL6872
 DL6872                         *CURRENT SURVEY CONTROL
 DL6872  ______________________________________________________________________
 DL6872* NAD 83(1986) POSITION- 29 46 10.     (N) 081 15 18.     (W)   SCALED
 DL6872* NAVD 88 ORTHO HEIGHT -     1.810 (meters)        5.94  (feet) ADJUSTED
 DL6872  ______________________________________________________________________
 DL6872  GEOID HEIGHT    -        -28.774 (meters)                     GEOID18
 DL6872  DYNAMIC HEIGHT  -          1.807 (meters)        5.93  (feet) COMP
 DL6872  MODELED GRAVITY -    979,299.3   (mgal)                       NAVD 88
 DL6872
 DL6872  VERT ORDER      -  SECOND    CLASS I
 DL6872
 DL6872.The horizontal coordinates were scaled from a map and have
 DL6872.an estimated accuracy of +/- 6 seconds.
 DL6872
 DL6872.The orthometric height was determined by differential leveling and
 DL6872.adjusted by the NATIONAL GEODETIC SURVEY
 DL6872.in April 2011.
 DL6872
 DL6872.No vertical observational check was made to the station.
 DL6872
 DL6872.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6872.GEOID18 height accuracy estimate available here.
 DL6872
 DL6872.Click photographs - Photos may exist for this station.
 DL6872
 DL6872.The dynamic height is computed by dividing the NAVD 88
 DL6872.geopotential number by the normal gravity value computed on the
 DL6872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6872.degrees latitude (g = 980.6199 gals.).
 DL6872
 DL6872.The modeled gravity was interpolated from observed gravity values.
 DL6872
 DL6872;                    North         East    Units  Estimated Accuracy
 DL6872;SPC FL E     -   602,340.      175,340.      MT  (+/- 180 meters Scaled)
 DL6872
 DL6872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN753932(NAD 83)
 DL6872
 DL6872                          SUPERSEDED SURVEY CONTROL
 DL6872
 DL6872.No superseded survey control is available for this station.
 DL6872
 DL6872_MARKER: DB = BENCH MARK DISK
 DL6872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL6872_STAMPING: 0651 D 1996
 DL6872_MARK LOGO: NOS
 DL6872_PROJECTION: FLUSH
 DL6872_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6872+STABILITY: SURFACE MOTION
 DL6872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6872+SATELLITE: SATELLITE OBSERVATIONS - December 18, 1996
 DL6872
 DL6872  HISTORY     - Date     Condition        Report By
 DL6872  HISTORY     - 1996     MONUMENTED       NOS
 DL6872  HISTORY     - 19961218 GOOD             FLDEP
 DL6872
 DL6872                          STATION DESCRIPTION
 DL6872
 DL6872'DESCRIBED BY FL DEPT OF ENV PRO 1996 (SVV)
 DL6872'THE MARK IS AT CRESCENT BEACH, IN THE VICINITY OF THE BRIDGE OVER THE
 DL6872'INTERCOASTAL  WATERWAY (MATANZAS RIVER), IN SECTION 35, TOWNSHIP 8
 DL6872'SOUTH, RANGE 30 EAST.
 DL6872'
 DL6872'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A AND COUNTY
 DL6872'ROAD 206 IN  CRESCENT BEACH, GO SOUTH ON STATE ROAD A1A FOR 0.15 MI
 DL6872'(0.2 KM) TO THE JUNCTION OF COBBEDGE  ROAD.  TURN RIGHT ON COBBEDGE
 DL6872'ROAD AND GO WEST FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF
 DL6872'MIDDLETON AVENUE.  TURN RIGHT ON MIDDLETON AVENUE AND GO NORTH FOR 0.1
 DL6872'MI (0.2 KM) TO THE  JUNCTION OF COASTAL DRIVE AND THE MARK ON THE
 DL6872'RIGHT, A NOS BRASS DISK SET IN THE TOP OF A  ROUND CONCRETE MONUMENT
 DL6872'FLUSH WITH THE GROUND AND LEVEL WITH THE ROAD.
 DL6872'
 DL6872'LOCATED ABOUT 355.0 FT (108.2 M) EAST OF 0651 C 1996, 17.3 FT (5.3 M)
 DL6872'EAST OF THE CENTERLINE OF MIDDLETON  AVENUE, 12.2 FT (3.7 M) NORTH OF
 DL6872'THE EXTENDED CENTERLINE OF COASTAL DRIVE, 6.2 FT (1.9 M) SOUTH OF A
 DL6872'POWER POLE AND 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL6873 ***********************************************************************
 DL6873  DESIGNATION -  872 0651 E
 DL6873  PID         -  DL6873
 DL6873  STATE/COUNTY-  FL/ST JOHNS
 DL6873  COUNTRY     -  US
 DL6873  USGS QUAD   -  SAINT AUGUSTINE BEACH (2018)
 DL6873
 DL6873                         *CURRENT SURVEY CONTROL
 DL6873  ______________________________________________________________________
 DL6873* NAD 83(1986) POSITION- 29 46 13.0    (N) 081 15 18.2    (W)   HD_HELD2
 DL6873* NAVD 88 ORTHO HEIGHT -     1.347 (meters)        4.42  (feet) ADJUSTED
 DL6873  ______________________________________________________________________
 DL6873  GEOID HEIGHT    -        -28.774 (meters)                     GEOID18
 DL6873  DYNAMIC HEIGHT  -          1.345 (meters)        4.41  (feet) COMP
 DL6873  MODELED GRAVITY -    979,299.8   (mgal)                       NAVD 88
 DL6873
 DL6873  VERT ORDER      -  SECOND    CLASS I
 DL6873
 DL6873.The horizontal coordinates were established by autonomous hand held GPS
 DL6873.observations and have an estimated accuracy of +/- 10 meters.
 DL6873
 DL6873.The orthometric height was determined by differential leveling and
 DL6873.adjusted by the NATIONAL GEODETIC SURVEY
 DL6873.in April 2011.
 DL6873
 DL6873.No vertical observational check was made to the station.
 DL6873
 DL6873.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6873.GEOID18 height accuracy estimate available here.
 DL6873
 DL6873.Click photographs - Photos may exist for this station.
 DL6873
 DL6873.The dynamic height is computed by dividing the NAVD 88
 DL6873.geopotential number by the normal gravity value computed on the
 DL6873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6873.degrees latitude (g = 980.6199 gals.).
 DL6873
 DL6873.The modeled gravity was interpolated from observed gravity values.
 DL6873
 DL6873;                    North         East    Units  Estimated Accuracy
 DL6873;SPC FL E     -   602,432.      175,336.      MT  (+/- 10 meters HH2 GPS)
 DL6873
 DL6873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7534393357(NAD 83)
 DL6873
 DL6873                          SUPERSEDED SURVEY CONTROL
 DL6873
 DL6873.No superseded survey control is available for this station.
 DL6873
 DL6873_MARKER: F = FLANGE-ENCASED ROD
 DL6873_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL6873_STAMPING: 0651 E 1996
 DL6873_MARK LOGO: NOS
 DL6873_PROJECTION: FLUSH
 DL6873_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6873_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL6873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL6873+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2015
 DL6873_ROD/PIPE-DEPTH: 24.4 meters
 DL6873
 DL6873  HISTORY     - Date     Condition        Report By
 DL6873  HISTORY     - 1996     MONUMENTED       NOS
 DL6873  HISTORY     - 19961218 GOOD             FLDEP
 DL6873  HISTORY     - 20141124 GOOD             FL-109
 DL6873  HISTORY     - 20150606 GOOD             FLDEP
 DL6873
 DL6873                          STATION DESCRIPTION
 DL6873
 DL6873'DESCRIBED BY FL DEPT OF ENV PRO 1996 (SVV)
 DL6873'THE MARK IS AT CRESCENT BEACH, IN THE VICINITY OF THE BRIDGE OVER THE
 DL6873'INTERCOASTAL  WATERWAY (MATANZAS RIVER), IN SECTION 35, TOWNSHIP 8
 DL6873'SOUTH, RANGE 30 EAST.
 DL6873'
 DL6873'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A AND COUNTY
 DL6873'ROAD 206 IN  CRESCENT BEACH, GO SOUTH ON STATE ROAD A1A FOR 0.15 MI
 DL6873'(0.2 KM) TO THE JUNCTION OF COBBEDGE  ROAD.  TURN RIGHT ON COBBEDGE
 DL6873'ROAD AND GO WEST FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF
 DL6873'MIDDLETON AVENUE.  TURN RIGHT ON MIDDLETON AVENUE AND GO NORTH FOR
 DL6873'0.15 MI (0.2 KM) TO THE  JUNCTION OF AVENUE D AND THE MARK ON THE
 DL6873'RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL  AT A DEPTH OF 80.0 FT
 DL6873'(24.4 M) WITH AN NOS LOGO CAP FLUSH WITH THE GROUND AND LEVEL OF THE
 DL6873'ROAD.
 DL6873'
 DL6873'LOCATED ABOUT 275.0 FT (83.8 M) WEST OF THE CENTERLINE OF STATE ROAD
 DL6873'A1A, 98.1 FT (29.9 M) SOUTH OF THE  CENTERLINE OF STATE ROAD 206, 66.7
 DL6873'FT (20.3 M) SOUTH OF A METAL LIGHT POLE, 26.5 FT (8.1 M) SOUTH OF THE
 DL6873'CENTERLINE OF MIDDLETON AVENUE, 21.8 FT (6.6 M) WEST OF THE CENTERLINE
 DL6873'OF AVENUE D AND 2.0 FT (0.6 M)  NORTH OF A CARSONITE WITNESS POST.
 DL6873'
 DL6873'NOTE ACCESS TO THE DATUM POINT IS HAD THRU A 5-INCH (13 CM) NOS LOGO
 DL6873'CAP.
 DL6873
 DL6873                          STATION RECOVERY (2014)
 DL6873
 DL6873'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)
 DL6873'RECOVERED IN GOOD CONDITION.
 DL6873
 DL6873                          STATION RECOVERY (2015)
 DL6873
 DL6873'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (JRH)
 DL6873'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2598 ***********************************************************************
 AQ2598  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2598  DESIGNATION -  872 0653 A TIDAL
 AQ2598  PID         -  AQ2598
 AQ2598  STATE/COUNTY-  FL/PUTNAM
 AQ2598  COUNTRY     -  US
 AQ2598  USGS QUAD   -  RIVERDALE (2018)
 AQ2598
 AQ2598                         *CURRENT SURVEY CONTROL
 AQ2598  ______________________________________________________________________
 AQ2598* NAD 83(1986) POSITION- 29 45 54.     (N) 081 33 45.     (W)   SCALED
 AQ2598* NAVD 88 ORTHO HEIGHT -     1.518 (meters)        4.98  (feet) ADJUSTED
 AQ2598  ______________________________________________________________________
 AQ2598  GEOID HEIGHT    -        -28.489 (meters)                     GEOID18
 AQ2598  DYNAMIC HEIGHT  -          1.516 (meters)        4.97  (feet) COMP
 AQ2598  MODELED GRAVITY -    979,302.6   (mgal)                       NAVD 88
 AQ2598
 AQ2598  VERT ORDER      -  SECOND    CLASS I
 AQ2598
 AQ2598.The horizontal coordinates were scaled from a map and have
 AQ2598.an estimated accuracy of +/- 6 seconds.
 AQ2598
 AQ2598.The orthometric height was determined by differential leveling and
 AQ2598.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2598.in June 1991.
 AQ2598
 AQ2598.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2598.GEOID18 height accuracy estimate available here.
 AQ2598
 AQ2598.This Tidal Bench Mark is designated as VM 5228
 AQ2598.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2598
 AQ2598.Click photographs - Photos may exist for this station.
 AQ2598
 AQ2598.The dynamic height is computed by dividing the NAVD 88
 AQ2598.geopotential number by the normal gravity value computed on the
 AQ2598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2598.degrees latitude (g = 980.6199 gals.).
 AQ2598
 AQ2598.The modeled gravity was interpolated from observed gravity values.
 AQ2598
 AQ2598;                    North         East    Units  Estimated Accuracy
 AQ2598;SPC FL E     -   601,950.      145,600.      MT  (+/- 180 meters Scaled)
 AQ2598
 AQ2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN456928(NAD 83)
 AQ2598
 AQ2598                          SUPERSEDED SURVEY CONTROL
 AQ2598
 AQ2598  NGVD 29 (09/01/92)    1.811  (m)            5.94   (f) ADJUSTED    2 1
 AQ2598
 AQ2598.Superseded values are not recommended for survey control.
 AQ2598
 AQ2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2598.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2598
 AQ2598_MARKER: DJ = TIDAL STATION DISK
 AQ2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2598_STAMPING: 0653 A 1978
 AQ2598_MARK LOGO: NOS
 AQ2598_PROJECTION: RECESSED 3 CENTIMETERS
 AQ2598_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2598+STABILITY: SURFACE MOTION
 AQ2598_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2598+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 AQ2598
 AQ2598  HISTORY     - Date     Condition        Report By
 AQ2598  HISTORY     - 1978     MONUMENTED       NOS
 AQ2598  HISTORY     - 1985     GOOD             FLDNR
 AQ2598  HISTORY     - 20040920 GOOD             FLDEP
 AQ2598
 AQ2598                          STATION DESCRIPTION
 AQ2598
 AQ2598'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2598'5 MI EAST FROM BOSTWICK.
 AQ2598'BEGIN AT THE BOSTWICK POST OFFICE, GO 0.15 MILE NORTH ON U.S.
 AQ2598'HIGHWAY 17 TO THE JUNCTION OF PALMETTO BLUFF ROAD (COUNTY ROAD
 AQ2598'C-209), GO 5 MILES EAST ON PALMETTO BLUFF ROAD TO THE INTERSECTION OF
 AQ2598'CEDAR CREEK ROAD AND THE MARK VICINITY.  THE MARK IS 0.15 MILE NORTH
 AQ2598'OF THE INTERSECTION, 30.5 FEET EAST OF THE CENTERLINE OF CEDAR CREEK
 AQ2598'ROAD, 24 FEET NORTH OF THE CENTERLINE OF THE DIRT DRIVE TO THE B.E.
 AQ2598'BELL RESIDENCE, AND 1.6 FEET WEST OF A POWER POLE WITH A WITNESS SIGN
 AQ2598'ATTACHED.
 AQ2598'THE MARK IS ABOVE LEVEL WITH ROAD.
 AQ2598
 AQ2598                          STATION RECOVERY (2004)
 AQ2598
 AQ2598'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JRH)
 AQ2598'THE MARK IS ABOUT 5.0 MI (8.0 KM) EAST OF BOSTWICK, IN SECTION 36,
 AQ2598'TOWNSHIP 8 SOUTH, RANGE 27 EAST.
 AQ2598'
 AQ2598'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (STATE ROAD 15)
 AQ2598'AND STATE ROAD 209 (PALMETTO BLUFF ROAD) IN BOSTWICK, GO EAST ON STATE
 AQ2598'ROAD 209 (PALMETTO BLUFF ROAD) FOR 5.0 MI (8.0 KM) TO THE INTERSECTION
 AQ2598'OF CEDAR CREEK ROAD.  TURN LEFT ON CEDAR CREEK ROAD AND GO NORTH FOR
 AQ2598'0.15 MI (0.2 KM) TO 216 CEDAR CREEK ROAD AND THE MARK ON THE RIGHT,
 AQ2598'SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.1 FT (0.0 M) BELOW
 AQ2598'THE LEVEL OF THE GROUND.
 AQ2598'
 AQ2598'LOCATED 600.0 FT (182.9 M) NORTH OF BENCH MARK NO 2 1934, 30.0 FT (9.1
 AQ2598'M) EAST OF THE CENTERLINE OF CEDAR CREEK ROAD, 5.8 FT (1.8 M) SOUTH OF
 AQ2598'THE SOUTH EDGE OF A 21.0 FT (6.4 M) WIDE CONCRETE DRIVEWAY, 3.7 FT
 AQ2598'(1.1 M) WEST OF A CHAIN LINK FENCE CORNER AND 2.6 FT (0.8 M) WEST OF A
 AQ2598'WOODEN POWER POLE WITH A METAL WITNESS SIGN ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2596 ***********************************************************************
 AQ2596  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2596  DESIGNATION -  872 0653 B TIDAL
 AQ2596  PID         -  AQ2596
 AQ2596  STATE/COUNTY-  FL/PUTNAM
 AQ2596  COUNTRY     -  US
 AQ2596  USGS QUAD   -  RIVERDALE (2018)
 AQ2596
 AQ2596                         *CURRENT SURVEY CONTROL
 AQ2596  ______________________________________________________________________
 AQ2596* NAD 83(1986) POSITION- 29 45 47.     (N) 081 33 45.     (W)   SCALED
 AQ2596* NAVD 88 ORTHO HEIGHT -     2.329 (meters)        7.64  (feet) ADJUSTED
 AQ2596  ______________________________________________________________________
 AQ2596  GEOID HEIGHT    -        -28.491 (meters)                     GEOID18
 AQ2596  DYNAMIC HEIGHT  -          2.325 (meters)        7.63  (feet) COMP
 AQ2596  MODELED GRAVITY -    979,302.3   (mgal)                       NAVD 88
 AQ2596
 AQ2596  VERT ORDER      -  SECOND    CLASS I
 AQ2596
 AQ2596.The horizontal coordinates were scaled from a map and have
 AQ2596.an estimated accuracy of +/- 6 seconds.
 AQ2596
 AQ2596.The orthometric height was determined by differential leveling and
 AQ2596.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2596.in June 1991.
 AQ2596
 AQ2596.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2596.GEOID18 height accuracy estimate available here.
 AQ2596
 AQ2596.This Tidal Bench Mark is designated as VM 5229
 AQ2596.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2596
 AQ2596.Click photographs - Photos may exist for this station.
 AQ2596
 AQ2596.The dynamic height is computed by dividing the NAVD 88
 AQ2596.geopotential number by the normal gravity value computed on the
 AQ2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2596.degrees latitude (g = 980.6199 gals.).
 AQ2596
 AQ2596.The modeled gravity was interpolated from observed gravity values.
 AQ2596
 AQ2596;                    North         East    Units  Estimated Accuracy
 AQ2596;SPC FL E     -   601,740.      145,600.      MT  (+/- 180 meters Scaled)
 AQ2596
 AQ2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN456926(NAD 83)
 AQ2596
 AQ2596                          SUPERSEDED SURVEY CONTROL
 AQ2596
 AQ2596  NGVD 29 (09/01/92)    2.621  (m)            8.60   (f) ADJUSTED    2 1
 AQ2596
 AQ2596.Superseded values are not recommended for survey control.
 AQ2596
 AQ2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2596.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2596
 AQ2596_MARKER: DD = SURVEY DISK
 AQ2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2596_STAMPING: 0653 B LOT 15 BLK 16
 AQ2596_MARK LOGO: FLDT
 AQ2596_PROJECTION: PROJECTING 41 CENTIMETERS
 AQ2596_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2596+STABILITY: SURFACE MOTION
 AQ2596
 AQ2596  HISTORY     - Date     Condition        Report By
 AQ2596  HISTORY     - UNK      MONUMENTED       FLDT
 AQ2596  HISTORY     - 1985     GOOD             FLDNR
 AQ2596  HISTORY     - 20040920 GOOD             FLDEP
 AQ2596
 AQ2596                          STATION DESCRIPTION
 AQ2596
 AQ2596'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2596'5 MI EAST FROM BOSTWICK.
 AQ2596'BEGIN AT THE BOSTWICK POST OFFICE, GO 0.15 MILE NORTH ON U.S.
 AQ2596'HIGHWAY 17 TO THE JUNCTION OF PALMETTO BLUFF ROAD (COUNTY ROAD
 AQ2596'C-209), GO 5 MILES EAST ON PALMETTO BLUFF ROAD TO THE INTERSECTION OF
 AQ2596'CEDAR CREEK ROAD AND THE MARK VICINITY.  THE MARK IS A STATE ROAD
 AQ2596'DEPARTMENT RIGHT-OF-WAY DISK, 69 FEET EAST-NORTHEAST OF THE
 AQ2596'INTERSECTION OF THE ROADS, 32 FEET NORTH OF THE CENTERLINE OF
 AQ2596'PALMETTO BLUFF ROAD, AND 19 FEET SOUTHEAST OF TIDAL BENCH MARK NO 2
 AQ2596'1934 RESET 1962.
 AQ2596
 AQ2596                          STATION RECOVERY (2004)
 AQ2596
 AQ2596'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JRH)
 AQ2596'THE MARK IS ABOUT 5.0 MI (8.0 KM) EAST OF BOSTWICK, IN SECTION 36,
 AQ2596'TOWNSHIP 8 SOUTH, RANGE 27 EAST.
 AQ2596'
 AQ2596'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (STATE ROAD 15
 AQ2596'AND STATE ROAD 209 (PALMETTO BLUFF ROAD) IN BOSTWICK, GO EAST ON STATE
 AQ2596'ROAD 209 (PALMETTO BLUFF ROAD) FOR 5.0 MI (8.0 KM) TO THE INTERSECTION
 AQ2596'OF CEDAR CREEK ROAD AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 AQ2596'PREFABRICATED CONCRETE POST PROJECTING 1.4 FT (0.4 M) ABOVE THE LEVEL
 AQ2596'OF THE GROUND.
 AQ2596'
 AQ2596'LOCATED 32.0 FT (9.8 M) NORTH OF THE CENTERLINE OF STATE ROAD 209
 AQ2596'(PALMETTO BLUFF ROAD), 19.0 FT (5.8 M) SOUTHEAST OF BENCH MARK NO 2
 AQ2596'1934 RESET 1962, 1.5 FT (0.5 M) WEST OF A WOODEN FENCE CORNER POST AND
 AQ2596'1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2595 ***********************************************************************
 AQ2595  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2595  DESIGNATION -  872 0653 TIDAL 1
 AQ2595  PID         -  AQ2595
 AQ2595  STATE/COUNTY-  FL/PUTNAM
 AQ2595  COUNTRY     -  US
 AQ2595  USGS QUAD   -  RIVERDALE (2018)
 AQ2595
 AQ2595                         *CURRENT SURVEY CONTROL
 AQ2595  ______________________________________________________________________
 AQ2595* NAD 83(1986) POSITION- 29 45 45.     (N) 081 33 43.     (W)   SCALED
 AQ2595* NAVD 88 ORTHO HEIGHT -     1.806 (meters)        5.93  (feet) ADJUSTED
 AQ2595  ______________________________________________________________________
 AQ2595  GEOID HEIGHT    -        -28.493 (meters)                     GEOID18
 AQ2595  DYNAMIC HEIGHT  -          1.803 (meters)        5.92  (feet) COMP
 AQ2595  MODELED GRAVITY -    979,302.2   (mgal)                       NAVD 88
 AQ2595
 AQ2595  VERT ORDER      -  SECOND    CLASS I
 AQ2595
 AQ2595.The horizontal coordinates were scaled from a map and have
 AQ2595.an estimated accuracy of +/- 6 seconds.
 AQ2595
 AQ2595.The orthometric height was determined by differential leveling and
 AQ2595.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2595.in August 2011.
 AQ2595
 AQ2595.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2595.GEOID18 height accuracy estimate available here.
 AQ2595
 AQ2595.This Tidal Bench Mark is designated as VM 5224
 AQ2595.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2595
 AQ2595.Click photographs - Photos may exist for this station.
 AQ2595
 AQ2595.The dynamic height is computed by dividing the NAVD 88
 AQ2595.geopotential number by the normal gravity value computed on the
 AQ2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2595.degrees latitude (g = 980.6199 gals.).
 AQ2595
 AQ2595.The modeled gravity was interpolated from observed gravity values.
 AQ2595
 AQ2595;                    North         East    Units  Estimated Accuracy
 AQ2595;SPC FL E     -   601,670.      145,650.      MT  (+/- 180 meters Scaled)
 AQ2595
 AQ2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN456926(NAD 83)
 AQ2595
 AQ2595                          SUPERSEDED SURVEY CONTROL
 AQ2595
 AQ2595  NAVD 88 (06/15/91)    1.843  (m)            6.05   (f) SUPERSEDED  2 1
 AQ2595  NGVD 29 (09/01/92)    2.136  (m)            7.01   (f) ADJUSTED    2 1
 AQ2595
 AQ2595.Superseded values are not recommended for survey control.
 AQ2595
 AQ2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2595.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2595
 AQ2595_MARKER: DB = BENCH MARK DISK
 AQ2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2595_STAMPING: NO 1 1934
 AQ2595_MARK LOGO: CGS
 AQ2595_PROJECTION: PROJECTING 10 CENTIMETERS
 AQ2595_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2595+STABILITY: SURFACE MOTION
 AQ2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2595+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 AQ2595
 AQ2595  HISTORY     - Date     Condition        Report By
 AQ2595  HISTORY     - 1934     MONUMENTED       CGS
 AQ2595  HISTORY     - 1985     GOOD             FLDNR
 AQ2595  HISTORY     - 20040920 GOOD             FLDEP
 AQ2595
 AQ2595                          STATION DESCRIPTION
 AQ2595
 AQ2595'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2595'5 MI EAST FROM BOSTWICK.
 AQ2595'BEGIN AT THE BOSTWICK POST OFFICE, GO 0.15 MILE NORTH ON U.S.
 AQ2595'HIGHWAY 17 TO THE JUNCTION OF PALMETTO BLUFF ROAD (COUNTY ROAD
 AQ2595'C-209), GO 5 MILES EAST ON PALMETTO BLUFF ROAD TO THE INTERSECTION OF
 AQ2595'CEDAR CREEK ROAD AND THE MARK VICINITY.  THE MARK IS 0.1 MILE EAST OF
 AQ2595'THE INTERSECTION AT THE END OF THE ROAD, 102.5 FEET SOUTH OF AN
 AQ2595'ARTESIAN WELL ON THE NORTH SIDE OF THE ROAD, 28.8 FEET EAST OF THE
 AQ2595'NORTHEAST CORNER OF A DILAPIDATED SHED, AND 4 FEET WEST OF THE TOP OF
 AQ2595'THE RIVER EMBANKMENT.
 AQ2595
 AQ2595                          STATION RECOVERY (2004)
 AQ2595
 AQ2595'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JRH)
 AQ2595'THE MARK IS ABOUT 5.0 MI (8.0 KM) EAST OF BOSTWICK, IN SECTION 36,
 AQ2595'TOWNSHIP 8 SOUTH, RANGE 27 EAST.
 AQ2595'
 AQ2595'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (STATE ROAD 15)
 AQ2595'AND STATE ROAD 209 (PALMETTO BLUFF ROAD) IN BOSTWICK, GO EAST ON STATE
 AQ2595'ROAD 209 (PALMETTO BLUFF ROAD) FOR 5.0 MI (8.0 KM) TO THE INTERSECTION
 AQ2595'OF CEDAR CREEK ROAD.  CONTINUE EAST ON PALMETTO BLUFF ROAD 0.05 MI
 AQ2595'(0.1 KM) TO THE ROADS END AND THE MARK ON THE RIGHT, SET IN THE TOP OF
 AQ2595'A CONCRETE MONUMENT PROJECTING 0.4 FT (0.1 M) ABOVE THE LEVEL OF THE
 AQ2595'GROUND.
 AQ2595'
 AQ2595'LOCATED 79.0 FT (24.1 M) EAST OF THE EAST STONE CORNER PORCH POST OF
 AQ2595'THE TWO STORY RESIDENCE, 56.3 FT (17.2 M) SOUTHWEST OF A 4.0 FT (1.2
 AQ2595'M) HIGH CHAIN LINK FENCE AND 38.6 FT (11.8 M) NORTHEAST OF THE NORTH
 AQ2595'SIDE OF A WOODEN WALKWAY TO THE DOCK AT THE RIVER BANK SLOPE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2597 ***********************************************************************
 AQ2597  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2597  DESIGNATION -  872 0653 TIDAL 2 RESET
 AQ2597  PID         -  AQ2597
 AQ2597  STATE/COUNTY-  FL/PUTNAM
 AQ2597  COUNTRY     -  US
 AQ2597  USGS QUAD   -  RIVERDALE (2018)
 AQ2597
 AQ2597                         *CURRENT SURVEY CONTROL
 AQ2597  ______________________________________________________________________
 AQ2597* NAD 83(1986) POSITION- 29 45 49.     (N) 081 33 45.     (W)   SCALED
 AQ2597* NAVD 88 ORTHO HEIGHT -     2.240 (meters)        7.35  (feet) ADJUSTED
 AQ2597  ______________________________________________________________________
 AQ2597  GEOID HEIGHT    -        -28.491 (meters)                     GEOID18
 AQ2597  DYNAMIC HEIGHT  -          2.237 (meters)        7.34  (feet) COMP
 AQ2597  MODELED GRAVITY -    979,302.3   (mgal)                       NAVD 88
 AQ2597
 AQ2597  VERT ORDER      -  SECOND    CLASS I
 AQ2597
 AQ2597.The horizontal coordinates were scaled from a map and have
 AQ2597.an estimated accuracy of +/- 6 seconds.
 AQ2597
 AQ2597.The orthometric height was determined by differential leveling and
 AQ2597.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2597.in August 2011.
 AQ2597
 AQ2597.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2597.GEOID18 height accuracy estimate available here.
 AQ2597
 AQ2597.This Tidal Bench Mark is designated as VM 5226
 AQ2597.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2597
 AQ2597.Click photographs - Photos may exist for this station.
 AQ2597
 AQ2597.The dynamic height is computed by dividing the NAVD 88
 AQ2597.geopotential number by the normal gravity value computed on the
 AQ2597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2597.degrees latitude (g = 980.6199 gals.).
 AQ2597
 AQ2597.The modeled gravity was interpolated from observed gravity values.
 AQ2597
 AQ2597;                    North         East    Units  Estimated Accuracy
 AQ2597;SPC FL E     -   601,800.      145,600.      MT  (+/- 180 meters Scaled)
 AQ2597
 AQ2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN456927(NAD 83)
 AQ2597
 AQ2597                          SUPERSEDED SURVEY CONTROL
 AQ2597
 AQ2597  NAVD 88 (06/15/91)    2.223  (m)            7.29   (f) SUPERSEDED  2 1
 AQ2597  NGVD 29 (09/01/92)    2.515  (m)            8.25   (f) ADJUSTED    2 1
 AQ2597
 AQ2597.Superseded values are not recommended for survey control.
 AQ2597
 AQ2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2597.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2597
 AQ2597_MARKER: DB = BENCH MARK DISK
 AQ2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2597_STAMPING: NO 2 1934 RESET 1962
 AQ2597_MARK LOGO: CGS
 AQ2597_PROJECTION: PROJECTING 8 CENTIMETERS
 AQ2597_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2597+STABILITY: SURFACE MOTION
 AQ2597
 AQ2597  HISTORY     - Date     Condition        Report By
 AQ2597  HISTORY     - 1962     MONUMENTED       CGS
 AQ2597  HISTORY     - 1985     GOOD             FLDNR
 AQ2597  HISTORY     - 1994     GOOD             FLDEP
 AQ2597
 AQ2597                          STATION DESCRIPTION
 AQ2597
 AQ2597'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2597'5 MI EAST FROM BOSTWICK.
 AQ2597'BEGIN AT THE BOSTWICK POST OFFICE, GO 0.15 MILE NORTH ON U.S.
 AQ2597'HIGHWAY 17 TO THE JUNCTION OF PALMETTO BLUFF ROAD (COUNTY ROAD
 AQ2597'C-209), GO 5 MILES EAST ON PALMETTO BLUFF ROAD TO THE INTERSECTION OF
 AQ2597'CEDAR CREEK ROAD AND THE MARK VICINITY.  THE MARK BEARS 70 FEET
 AQ2597'NORTHEAST OF THE INTERSECTION OF THE ROADS, 19 FEET NORTHWEST OF
 AQ2597'BENCH MARK 0653 B, 76.5 FEET NORTH OF, AND ACROSS PALMETTO BLUFF ROAD
 AQ2597'FROM, TIDAL BENCH MARK NO 4 1962, AND 274.5 FEET NORTHWEST OF TIDAL
 AQ2597'BENCH MARK NO 3 1934.
 AQ2597
 AQ2597                          STATION RECOVERY (1994)
 AQ2597
 AQ2597'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994 (JRH)
 AQ2597'THE MARK IS ABOUT 5.0 MI (8.0 KM) EAST OF BOSTWICK, IN SECTION 36,
 AQ2597'TOWNSHIP 8 SOUTH, RANGE 27 EAST.
 AQ2597'
 AQ2597'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (STATE ROAD 15
 AQ2597'AND STATE ROAD 209 (PALMETTO BLUFF ROAD) IN BOSTWICK, GO EAST ON STATE
 AQ2597'ROAD 209 (PALMETTO BLUFF ROAD) FOR 5.0 MI (8.0 KM) TO THE INTERSECTION
 AQ2597'OF CEDAR CREEK ROAD AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 AQ2597'CONCRETE MONUMENT PROJECTING 0.3 FT (0.1 M) ABOVE THE LEVEL OF THE
 AQ2597'GROUND.
 AQ2597'
 AQ2597'LOCATED 274.5 FT (83.7 M) NORTHWEST OF BENCH MARK NO 3 1934, 70.0 FT
 AQ2597'(21.3 M) NORTHEAST OF THE CENTERLINE OF STATE ROAD 209 (PALMETTO BLUFF
 AQ2597'ROAD), 7.0 FT (2.1 M) SOUTH OF A 42-INCH (107 CM) OAK TREE, 3.0 FT
 AQ2597'(0.9 M) WEST OF A WOODEN UTILITY SERVICE POLE AND 1.0 FT (0.3 M) WEST
 AQ2597'OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2594 ***********************************************************************
 AQ2594  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2594  DESIGNATION -  872 0653 TIDAL 3
 AQ2594  PID         -  AQ2594
 AQ2594  STATE/COUNTY-  FL/PUTNAM
 AQ2594  COUNTRY     -  US
 AQ2594  USGS QUAD   -  RIVERDALE (2018)
 AQ2594
 AQ2594                         *CURRENT SURVEY CONTROL
 AQ2594  ______________________________________________________________________
 AQ2594* NAD 83(1986) POSITION- 29 45 47.     (N) 081 33 44.     (W)   SCALED
 AQ2594* NAVD 88 ORTHO HEIGHT -     1.803 (meters)        5.92  (feet) ADJUSTED
 AQ2594  ______________________________________________________________________
 AQ2594  GEOID HEIGHT    -        -28.492 (meters)                     GEOID18
 AQ2594  DYNAMIC HEIGHT  -          1.801 (meters)        5.91  (feet) COMP
 AQ2594  MODELED GRAVITY -    979,302.3   (mgal)                       NAVD 88
 AQ2594
 AQ2594  VERT ORDER      -  SECOND    CLASS I
 AQ2594
 AQ2594.The horizontal coordinates were scaled from a map and have
 AQ2594.an estimated accuracy of +/- 6 seconds.
 AQ2594
 AQ2594.The orthometric height was determined by differential leveling and
 AQ2594.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2594.in August 2011.
 AQ2594
 AQ2594.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2594.GEOID18 height accuracy estimate available here.
 AQ2594
 AQ2594.This Tidal Bench Mark is designated as VM 5225
 AQ2594.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2594
 AQ2594.Click photographs - Photos may exist for this station.
 AQ2594
 AQ2594.The dynamic height is computed by dividing the NAVD 88
 AQ2594.geopotential number by the normal gravity value computed on the
 AQ2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2594.degrees latitude (g = 980.6199 gals.).
 AQ2594
 AQ2594.The modeled gravity was interpolated from observed gravity values.
 AQ2594
 AQ2594;                    North         East    Units  Estimated Accuracy
 AQ2594;SPC FL E     -   601,740.      145,630.      MT  (+/- 180 meters Scaled)
 AQ2594
 AQ2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN456926(NAD 83)
 AQ2594
 AQ2594                          SUPERSEDED SURVEY CONTROL
 AQ2594
 AQ2594  NAVD 88 (06/15/91)    1.795  (m)            5.89   (f) SUPERSEDED  2 1
 AQ2594  NGVD 29 (09/01/92)    2.088  (m)            6.85   (f) ADJUSTED    2 1
 AQ2594
 AQ2594.Superseded values are not recommended for survey control.
 AQ2594
 AQ2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2594.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2594
 AQ2594_MARKER: DB = BENCH MARK DISK
 AQ2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2594_STAMPING: NO 3 1934
 AQ2594_MARK LOGO: CGS
 AQ2594_PROJECTION: FLUSH
 AQ2594_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2594+STABILITY: SURFACE MOTION
 AQ2594_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2594+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 AQ2594
 AQ2594  HISTORY     - Date     Condition        Report By
 AQ2594  HISTORY     - 1934     MONUMENTED       CGS
 AQ2594  HISTORY     - 1985     GOOD             FLDNR
 AQ2594  HISTORY     - 20040920 GOOD             FLDEP
 AQ2594
 AQ2594                          STATION DESCRIPTION
 AQ2594
 AQ2594'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2594'5 MI EAST FROM BOSTWICK.
 AQ2594'BEGIN AT THE BOSTWICK POST OFFICE, GO 0.15 MILE NORTH ON U.S.
 AQ2594'HIGHWAY 17 TO THE JUNCTION OF PALMETTO BLUFF ROAD (COUNTY ROAD
 AQ2594'C-209), GO 5 MILES EAST ON PALMETTO BLUFF ROAD TO THE INTERSECTION OF
 AQ2594'CEDAR CREEK ROAD AND THE MARK VICINITY.  THE MARK BEARS 40 FEET NORTH
 AQ2594'OF THE CENTERLINE OF PALMETTO BLUFF ROAD, 4.7 FEET NORTH OF A FENCE
 AQ2594'LINE, 67 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, AND 274.5
 AQ2594'FEET SOUTHEAST OF TIDAL BENCH MARK NO 2 1934 RESET 1962.
 AQ2594
 AQ2594                          STATION RECOVERY (2004)
 AQ2594
 AQ2594'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JRH)
 AQ2594'THE MARK IS ABOUT 5.0 MI (8.0 KM) EAST OF BOSTWICK.  IN SECTION 36,
 AQ2594'TOWNSHIP 8 SOUTH, RANGE 27 EAST.
 AQ2594'
 AQ2594'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (STATE ROAD 15)
 AQ2594'AND STATE ROAD 209 (PALMETTO BLUFF ROAD) IN BOSTWICK, GO EAST ON STATE
 AQ2594'ROAD 209 (PALMETTO BLUFF ROAD) FOR 5.0 MI (8.0 KM) TO THE INTERSECTION
 AQ2594'OF CEDAR CREEK ROAD.  CONTINUE EAST ON PALMETTO BLUFF ROAD ABOUT 275.0
 AQ2594'FT (83.8 M) TO THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE
 AQ2594'MONUMENT FLUSH WITH THE GROUND.
 AQ2594'
 AQ2594'LOCATED 274.5 FT (83.7 M) SOUTHEAST OF BENCH MARK NO 2 RESET 1962,
 AQ2594'67.0 FT (20.4 M) SOUTHEAST OF A WOODEN POWER POLE WITH A TRANSFORMER
 AQ2594'ATTACHED, 40.0 FT (12.2 M) NORTH OF THE CENTERLINE OF PALMETTO BLUFF
 AQ2594'ROAD AND 0.5 FT (0.2 M) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2592 ***********************************************************************
 AQ2592  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2592  DESIGNATION -  872 0653 TIDAL 4
 AQ2592  PID         -  AQ2592
 AQ2592  STATE/COUNTY-  FL/PUTNAM
 AQ2592  COUNTRY     -  US
 AQ2592  USGS QUAD   -  RIVERDALE (2018)
 AQ2592
 AQ2592                         *CURRENT SURVEY CONTROL
 AQ2592  ______________________________________________________________________
 AQ2592* NAD 83(1986) POSITION- 29 45 48.     (N) 081 33 45.     (W)   SCALED
 AQ2592* NAVD 88 ORTHO HEIGHT -     2.152 (meters)        7.06  (feet) ADJUSTED
 AQ2592  ______________________________________________________________________
 AQ2592  GEOID HEIGHT    -        -28.491 (meters)                     GEOID18
 AQ2592  DYNAMIC HEIGHT  -          2.149 (meters)        7.05  (feet) COMP
 AQ2592  MODELED GRAVITY -    979,302.3   (mgal)                       NAVD 88
 AQ2592
 AQ2592  VERT ORDER      -  SECOND    CLASS I
 AQ2592
 AQ2592.The horizontal coordinates were scaled from a map and have
 AQ2592.an estimated accuracy of +/- 6 seconds.
 AQ2592
 AQ2592.The orthometric height was determined by differential leveling and
 AQ2592.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2592.in June 1991.
 AQ2592
 AQ2592.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2592.GEOID18 height accuracy estimate available here.
 AQ2592
 AQ2592.This Tidal Bench Mark is designated as VM 5227
 AQ2592.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2592
 AQ2592.Click photographs - Photos may exist for this station.
 AQ2592
 AQ2592.The dynamic height is computed by dividing the NAVD 88
 AQ2592.geopotential number by the normal gravity value computed on the
 AQ2592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2592.degrees latitude (g = 980.6199 gals.).
 AQ2592
 AQ2592.The modeled gravity was interpolated from observed gravity values.
 AQ2592
 AQ2592;                    North         East    Units  Estimated Accuracy
 AQ2592;SPC FL E     -   601,770.      145,600.      MT  (+/- 180 meters Scaled)
 AQ2592
 AQ2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN456926(NAD 83)
 AQ2592
 AQ2592                          SUPERSEDED SURVEY CONTROL
 AQ2592
 AQ2592  NGVD 29 (09/01/92)    2.445  (m)            8.02   (f) ADJUSTED    2 1
 AQ2592
 AQ2592.Superseded values are not recommended for survey control.
 AQ2592
 AQ2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2592.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2592
 AQ2592_MARKER: DB = BENCH MARK DISK
 AQ2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2592_STAMPING: NO 4 1962
 AQ2592_MARK LOGO: CGS
 AQ2592_PROJECTION: PROJECTING 3 CENTIMETERS
 AQ2592_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2592+STABILITY: SURFACE MOTION
 AQ2592_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2592+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 AQ2592
 AQ2592  HISTORY     - Date     Condition        Report By
 AQ2592  HISTORY     - 1962     MONUMENTED       CGS
 AQ2592  HISTORY     - 1985     GOOD             FLDNR
 AQ2592  HISTORY     - 20040920 GOOD             FLDEP
 AQ2592
 AQ2592                          STATION DESCRIPTION
 AQ2592
 AQ2592'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2592'5 MI EAST FROM BOSTWICK.
 AQ2592'BEGIN AT THE BOSTWICK POST OFFICE, GO 0.15 MILE NORTH ON U.S.
 AQ2592'HIGHWAY 17 TO THE JUNCTION OF PALMETTO BLUFF ROAD (COUNTY ROAD
 AQ2592'C-209), GO 5 MILES EAST ON PALMETTO BLUFF ROAD TO THE INTERSECTION OF
 AQ2592'CEDAR CREEK ROAD AND THE MARK VICINITY.  THE MARK BEARS 35.3 FEET
 AQ2592'SOUTH OF THE CENTERLINE OF PALMETTO BLUFF ROAD, 2.3 FEET SOUTHWEST OF
 AQ2592'BENCH MARK 0653 C Y 2, AND IS AT THE SOUTHEAST CORNER OF THE
 AQ2592'INTERSECTION OF THE ROADS.
 AQ2592
 AQ2592                          STATION RECOVERY (2004)
 AQ2592
 AQ2592'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JRH)
 AQ2592'THE MARK IS ABOUT 5.0 MI (8.0 KM) EAST OF BOSTWICK, IN SECTION 36,
 AQ2592'TOWNSHIP 8 SOUTH, RANGE 27 EAST.
 AQ2592'
 AQ2592'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (STATE ROAD 15)
 AQ2592'AND STATE ROAD 209 (PALMETTO BLUFF ROAD) IN BOSTWICK, GO EAST ON STATE
 AQ2592'ROAD 209 (PALMETTO BLUFF ROAD) FOR 5.0 MI (8.0 KM) TO THE INTERSECTION
 AQ2592'OF CEDAR CREEK ROAD AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 AQ2592'PREFABRICATED CONCRETE POST PROJECTING 0.1 FT (0.0 M) ABOVE THE LEVEL
 AQ2592'OF THE GROUND.
 AQ2592'
 AQ2592'LOCATED 76.5 FT (23.3 M) SOUTHWEST OF BENCH MARK NO 2 1934 RESET 1962,
 AQ2592'53.0 FT (16.2 M) SOUTHEAST OF THE CENTERLINE OF CEDAR CREEK ROAD, 33.5
 AQ2592'FT (10.2 M) SOUTHWEST OF THE CENTERLINE OF STATE ROAD 209 (PALMETTO
 AQ2592'BLUFF ROAD), 2.4 FT (0.7 M) SOUTHWEST OF SURVEY MARK YY2 0653 C 66 66
 AQ2592'PALMETTO AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2593 ***********************************************************************
 AQ2593  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2593  DESIGNATION -  872 0653 TIDAL CY 2
 AQ2593  PID         -  AQ2593
 AQ2593  STATE/COUNTY-  FL/PUTNAM
 AQ2593  COUNTRY     -  US
 AQ2593  USGS QUAD   -  RIVERDALE (2018)
 AQ2593
 AQ2593                         *CURRENT SURVEY CONTROL
 AQ2593  ______________________________________________________________________
 AQ2593* NAD 83(1986) POSITION- 29 45 48.     (N) 081 33 44.     (W)   SCALED
 AQ2593* NAVD 88 ORTHO HEIGHT -     2.215 (meters)        7.27  (feet) ADJUSTED
 AQ2593  ______________________________________________________________________
 AQ2593  GEOID HEIGHT    -        -28.491 (meters)                     GEOID18
 AQ2593  DYNAMIC HEIGHT  -          2.212 (meters)        7.26  (feet) COMP
 AQ2593  MODELED GRAVITY -    979,302.3   (mgal)                       NAVD 88
 AQ2593
 AQ2593  VERT ORDER      -  SECOND    CLASS I
 AQ2593
 AQ2593.The horizontal coordinates were scaled from a map and have
 AQ2593.an estimated accuracy of +/- 6 seconds.
 AQ2593
 AQ2593.The orthometric height was determined by differential leveling and
 AQ2593.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2593.in June 1991.
 AQ2593
 AQ2593.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2593.GEOID18 height accuracy estimate available here.
 AQ2593
 AQ2593.This Tidal Bench Mark is designated as VM 5230
 AQ2593.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2593
 AQ2593.Click photographs - Photos may exist for this station.
 AQ2593
 AQ2593.The dynamic height is computed by dividing the NAVD 88
 AQ2593.geopotential number by the normal gravity value computed on the
 AQ2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2593.degrees latitude (g = 980.6199 gals.).
 AQ2593
 AQ2593.The modeled gravity was interpolated from observed gravity values.
 AQ2593
 AQ2593;                    North         East    Units  Estimated Accuracy
 AQ2593;SPC FL E     -   601,770.      145,630.      MT  (+/- 180 meters Scaled)
 AQ2593
 AQ2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN456926(NAD 83)
 AQ2593
 AQ2593                          SUPERSEDED SURVEY CONTROL
 AQ2593
 AQ2593  NGVD 29 (09/01/92)    2.508  (m)            8.23   (f) ADJUSTED    2 1
 AQ2593
 AQ2593.Superseded values are not recommended for survey control.
 AQ2593
 AQ2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2593.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2593
 AQ2593_MARKER: DD = SURVEY DISK
 AQ2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2593_STAMPING: YY 2 0653 C 66 66 PALMETTO
 AQ2593_MARK LOGO: FLHD
 AQ2593_PROJECTION: PROJECTING 5 CENTIMETERS
 AQ2593_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2593+STABILITY: SURFACE MOTION
 AQ2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2593+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2004
 AQ2593
 AQ2593  HISTORY     - Date     Condition        Report By
 AQ2593  HISTORY     - UNK      MONUMENTED       FLDT
 AQ2593  HISTORY     - 1985     GOOD             FLDNR
 AQ2593  HISTORY     - 20040920 GOOD             FLDEP
 AQ2593
 AQ2593                          STATION DESCRIPTION
 AQ2593
 AQ2593'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2593'5 MI EAST FROM BOSTWICK.
 AQ2593'BEGIN AT THE BOSTWICK POST OFFICE, GO 0.15 MILE NORTH ON U.S.
 AQ2593'HIGHWAY 17 TO THE JUNCTION OF PALMETTO BLUFF ROAD (COUNTY ROAD
 AQ2593'C-209), GO 5 MILES EAST ON PALMETTO BLUFF ROAD TO THE INTERSECTION OF
 AQ2593'CEDAR CREEK ROAD AND THE MARK VICINITY.  THE MARK IS A STATE ROAD
 AQ2593'DEPARTMENT RIGHT-OF-WAY DISK, 70 FEET SOUTHEAST OF THE INTERSECTION
 AQ2593'OF THE ROADS, 32 FEET SOUTH OF THE CENTERLINE OF PALMETTO BLUFF ROAD,
 AQ2593'34 FEET EAST OF A LARGE OAK TREE, AND 2.3 FEET NORTHEAST OF TIDAL
 AQ2593'BENCH MARK NO 4 1962.
 AQ2593
 AQ2593                          STATION RECOVERY (2004)
 AQ2593
 AQ2593'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JRH)
 AQ2593'THE MARK IS ABOUT 5.0 MI (8.0 KM) EAST OF BOSTWICK, IN SECTION 36,
 AQ2593'TOWNSHIP 8 SOUTH, RANGE 27 EAST.
 AQ2593'
 AQ2593'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 (STATE ROAD 15)
 AQ2593'AND STATE ROAD 209 (PALMETTO BLUFF ROAD) IN BOSTWICK, GO EAST ON STATE
 AQ2593'ROAD 209 (PALMETTO BLUFF ROAD) FOR 5.0 MI (8.0 KM) TO THE INTERSECTION
 AQ2593'OF CEDAR CREEK ROAD AND THE MARK ON THE LEFT, A DISK SET IN THE TOP OF
 AQ2593'A PREFABRICATED CONCRETE POST PROJECTING 0.1 FT (0.0 M) ABOVE THE
 AQ2593'LEVEL OF THE GROUND.
 AQ2593'
 AQ2593'LOCATED 54.3 FT (16.6 M) SOUTHEAST OF THE CENTERLINE OF CEDAR CREEK
 AQ2593'ROAD, 31.6 FT (9.6 M) SOUTHWEST OF THE CENTERLINE OF STATE ROAD 209
 AQ2593'(PALMETTO BLUFF ROAD), 2.4 FT (0.7 M) NORTHEAST OF BENCH MARK NO 4
 AQ2593'1962 AND 1.0 FT (0.3 M) NORTHEAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM6114 ***********************************************************************
 DM6114  DESIGNATION -  872 0686 A
 DM6114  PID         -  DM6114
 DM6114  STATE/COUNTY-  FL/ST JOHNS
 DM6114  COUNTRY     -  US
 DM6114  USGS QUAD   -  MATANZAS INLET (2018)
 DM6114
 DM6114                         *CURRENT SURVEY CONTROL
 DM6114  ______________________________________________________________________
 DM6114* NAD 83(1986) POSITION- 29 42 59.6    (N) 081 13 58.2    (W)   HD_HELD2
 DM6114* NAVD 88 ORTHO HEIGHT -     3.570 (meters)       11.71  (feet) ADJUSTED
 DM6114  ______________________________________________________________________
 DM6114  GEOID HEIGHT    -        -28.810 (meters)                     GEOID18
 DM6114  DYNAMIC HEIGHT  -          3.565 (meters)       11.70  (feet) COMP
 DM6114  MODELED GRAVITY -    979,293.1   (mgal)                       NAVD 88
 DM6114
 DM6114  VERT ORDER      -  SECOND    CLASS I
 DM6114
 DM6114.The horizontal coordinates were established by autonomous hand held GPS
 DM6114.observations and have an estimated accuracy of +/- 10 meters.
 DM6114
 DM6114.The orthometric height was determined by differential leveling and
 DM6114.adjusted by the NATIONAL GEODETIC SURVEY
 DM6114.in April 2011.
 DM6114
 DM6114.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6114.GEOID18 height accuracy estimate available here.
 DM6114
 DM6114.Click photographs - Photos may exist for this station.
 DM6114
 DM6114.The dynamic height is computed by dividing the NAVD 88
 DM6114.geopotential number by the normal gravity value computed on the
 DM6114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6114.degrees latitude (g = 980.6199 gals.).
 DM6114
 DM6114.The modeled gravity was interpolated from observed gravity values.
 DM6114
 DM6114;                    North         East    Units  Estimated Accuracy
 DM6114;SPC FL E     -   596,472.      177,473.      MT  (+/- 10 meters HH2 GPS)
 DM6114
 DM6114_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7748087400(NAD 83)
 DM6114
 DM6114                          SUPERSEDED SURVEY CONTROL
 DM6114
 DM6114.No superseded survey control is available for this station.
 DM6114
 DM6114_MARKER: F = FLANGE-ENCASED ROD
 DM6114_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM6114_STAMPING: 0686 A 2005
 DM6114_MARK LOGO: NGS
 DM6114_PROJECTION: FLUSH
 DM6114_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM6114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM6114+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2015
 DM6114_ROD/PIPE-DEPTH: 12.1 meters
 DM6114
 DM6114  HISTORY     - Date     Condition        Report By
 DM6114  HISTORY     - 2005     MONUMENTED       NGS
 DM6114  HISTORY     - 2005     GOOD             FLDEP
 DM6114  HISTORY     - 20150606 GOOD             FLDEP
 DM6114
 DM6114                          STATION DESCRIPTION
 DM6114
 DM6114'DESCRIBED BY FL DEPT OF ENV PRO 2005 (KLB)
 DM6114'THE MARK IS NORTH OF MATANZAS INLET, IN SECTION 13, TOWNSHIP 9 SOUTH,
 DM6114'RANGE 30 EAST.
 DM6114'
 DM6114'TO REACH THE MARK FROM THE T-JUNCTION OF STATE ROAD 206 AND STATE
 DM6114'HIGHWAY A1A IN CRESCENT BEACH, GO SOUTH ON STATE HIGHWAY A1A 3.95 MI
 DM6114'(6.4 KM) TO THE FORT MATANZAS NATIONAL MONUMENT ENTRANCE ROAD ON THE
 DM6114'RIGHT AND THE MARK, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DM6114'OF 39.6 FT (12.1 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP FLUSH
 DM6114'WITH THE GROUND, THE DATUM POINT IS RECESSED 0.3 FT (9 CM) BELOW THE
 DM6114'LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DM6114'
 DM6114'LOCATED 119.6 FT (36.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DM6114'ENTRANCE ROAD TO THE FORT MATANZAS NATIONAL MONUMENT, 94.0 FT (28.7 M)
 DM6114'NORTHEAST OF A FIRE HYDRANT, 43.0 FT (13.1 M) WEST OF THE APPROXIMATE
 DM6114'CENTERLINE OF STATE HIGHWAY A1A, 32.0 FT (9.8 M) NORTHEAST OF A
 DM6114'CONCRETE RIGHT OF WAY MARKER, 5.3 FT (1.6 M) WEST OF A 6.0 FT (1.8 M)
 DM6114'CONCRETE SIDEWALK AND 3.0 FT (0.9 M) NORTH OF A WOODEN POWER POLE WITH
 DM6114'STAMPING KOP GA SPSKS 4-04 3-45 FPL.
 DM6114'
 DM6114'NOTE A CARSONITE WITNESS POST HAS BEEN DRIVEN ON THE EAST SIDE OF THE
 DM6114'POWER POLE PROJECTING 1.0 FT (0.3 M) ABOVE GROUND LEVEL.
 DM6114
 DM6114                          STATION RECOVERY (2015)
 DM6114
 DM6114'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (JRH)
 DM6114'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1557 ***********************************************************************
 AQ1557  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1557  DESIGNATION -  872 0686 TIDAL 1
 AQ1557  PID         -  AQ1557
 AQ1557  STATE/COUNTY-  FL/ST JOHNS
 AQ1557  COUNTRY     -  US
 AQ1557  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1557
 AQ1557                         *CURRENT SURVEY CONTROL
 AQ1557  ______________________________________________________________________
 AQ1557* NAD 83(1986) POSITION- 29 42 54.5    (N) 081 14 05.1    (W)   HD_HELD2
 AQ1557* NAVD 88 ORTHO HEIGHT -     3.246 (meters)       10.65  (feet) ADJUSTED
 AQ1557  ______________________________________________________________________
 AQ1557  GEOID HEIGHT    -        -28.809 (meters)                     GEOID18
 AQ1557  DYNAMIC HEIGHT  -          3.241 (meters)       10.63  (feet) COMP
 AQ1557  MODELED GRAVITY -    979,292.9   (mgal)                       NAVD 88
 AQ1557
 AQ1557  VERT ORDER      -  FIRST     CLASS II
 AQ1557
 AQ1557.The horizontal coordinates were established by autonomous hand held GPS
 AQ1557.observations and have an estimated accuracy of +/- 10 meters.
 AQ1557
 AQ1557.The orthometric height was determined by differential leveling and
 AQ1557.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1557.in October 2015.
 AQ1557
 AQ1557.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1557.GEOID18 height accuracy estimate available here.
 AQ1557
 AQ1557.This Tidal Bench Mark is designated as VM 5232
 AQ1557.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1557
 AQ1557.Click photographs - Photos may exist for this station.
 AQ1557
 AQ1557.The dynamic height is computed by dividing the NAVD 88
 AQ1557.geopotential number by the normal gravity value computed on the
 AQ1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1557.degrees latitude (g = 980.6199 gals.).
 AQ1557
 AQ1557.The modeled gravity was interpolated from observed gravity values.
 AQ1557
 AQ1557;                    North         East    Units  Estimated Accuracy
 AQ1557;SPC FL E     -   596,316.      177,287.      MT  (+/- 10 meters HH2 GPS)
 AQ1557
 AQ1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7729487244(NAD 83)
 AQ1557
 AQ1557                          SUPERSEDED SURVEY CONTROL
 AQ1557
 AQ1557  NAVD 88 (04/25/02)    3.248  (m)           10.66   (f) SUPERSEDED  2 1
 AQ1557  NAVD 88 (06/15/91)    3.250  (m)           10.66   (f) SUPERSEDED  2 1
 AQ1557  NGVD 29 (??/??/92)    3.570  (m)           11.71   (f) SUPERSEDED  2 1
 AQ1557  NGVD 29 (09/01/92)    3.563  (m)           11.69   (f) ADJUSTED    2 1
 AQ1557
 AQ1557.Superseded values are not recommended for survey control.
 AQ1557
 AQ1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1557.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1557
 AQ1557_MARKER: DD = SURVEY DISK
 AQ1557_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1557_SP_SET: COQUINA WALL
 AQ1557_STAMPING: 1 1974
 AQ1557_MARK LOGO: NOS
 AQ1557_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1557+STABILITY: SURFACE MOTION
 AQ1557_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1557+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2015
 AQ1557
 AQ1557  HISTORY     - Date     Condition        Report By
 AQ1557  HISTORY     - 1974     MONUMENTED       FLDNR
 AQ1557  HISTORY     - 1978     GOOD             FLDNR
 AQ1557  HISTORY     - 1987     GOOD             FLDNR
 AQ1557  HISTORY     - 1989     GOOD             USPSQD
 AQ1557  HISTORY     - 1990     GOOD             USPSQD
 AQ1557  HISTORY     - 19940412 GOOD             FLDEP
 AQ1557  HISTORY     - 20050916 GOOD             GEOCAC
 AQ1557  HISTORY     - 20080916 GOOD             GEOCAC
 AQ1557  HISTORY     - 20150606 GOOD             FLDEP
 AQ1557
 AQ1557                          STATION DESCRIPTION
 AQ1557
 AQ1557'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1557'3.5 MI NORTH FROM MARINELAND.
 AQ1557'BEGINNIGNG AT MARINELAND, PROCEED 3.5 MILES NORTH NORTHWEST ALONG
 AQ1557'HIGHWAY A1A TO THE ENTRANCE OF FORT MATANZAS STATE PARK, THENCE WEST
 AQ1557'TO FORT MATANZAS VISITORS CENTER. AT VISITORS CENTER, THE MARK IS SET
 AQ1557'FLUSH IN THE TOP CENTER OF A 1 FOOT THICK COQUINA WALL AT THE
 AQ1557'SOUTHEAST CORNER OF A RAISED 5 FOOT BY 15 FEET GARDEN BOX, AND BEARS
 AQ1557'3 FEET ABOVE GROUND, 1.5 FEET BELOW AND 1 FOOT WEST OF TOP OF COQUINA
 AQ1557'FENCE WALL, ABOUT 15 FEET SOUTH OF SOUTHEAST CORNER OF GARAGE, AND
 AQ1557'ABOUT 45 FEET NORTH OF THE NORTH FACE OF VISITORS CENTER BUILDING.
 AQ1557
 AQ1557                          STATION RECOVERY (1987)
 AQ1557
 AQ1557'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1557'RECOVERED AS DESCRIBED.
 AQ1557
 AQ1557                          STATION RECOVERY (1989)
 AQ1557
 AQ1557'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1557'RECOVERED IN GOOD CONDITION.
 AQ1557
 AQ1557                          STATION RECOVERY (1990)
 AQ1557
 AQ1557'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1557'RECOVERED IN GOOD CONDITION.
 AQ1557
 AQ1557                          STATION RECOVERY (1994)
 AQ1557
 AQ1557'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994 (KLB)
 AQ1557'THE MARK IS ABOUT 4.2 MI (6.8 KM) SOUTH OF CRESCENT BEACH, 3.5 MI (5.6
 AQ1557'KM) NORTH OF MARINE LAND, 1.6 MI (2.6 KM) NORTH OF SUMMER HAVEN, IN
 AQ1557'SECTION 13, TOWNSHIP 9 SOUTH, RANGE 30 EAST.
 AQ1557'
 AQ1557'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A AND ATLANTIC
 AQ1557'AVENUE IN SUMMER HAVEN, GO NORTH ON STATE ROAD A1A FOR 1.6 MI (2.6 KM)
 AQ1557'TO THE ENTRANCE ROAD TO THE FORT MATANZAS NATIONAL MONUMENT ON THE
 AQ1557'LEFT.  TURN LEFT ON THE ENTRANCE ROAD AND GO WEST FOR 0.15 MI (0.2 KM)
 AQ1557'TO THE VISITORS CENTER ON THE RIGHT AND THE MARK ON THE RIGHT, A NOS
 AQ1557'DISK SET FLUSH IN THE TOP OF A 1.4 FT (0.4 M) THICK COQUINA WALL AT
 AQ1557'THE SOUTHEAST CORNER OF A RAISED 5.9 FT (1.8 M) BY 15.3 FT (4.7 M)
 AQ1557'GARDEN BOX NORTH OF THE NORTH FACE OF THE VISITORS CENTER BUILDING.
 AQ1557'
 AQ1557'LOCATED 45.0 FT (13.7 M) NORTH OF THE NORTH FACE OF THE VISITORS
 AQ1557'CENTER BUILDING, 14.5 FT (4.4 M) SOUTH OF THE SOUTHEAST CORNER OF THE
 AQ1557'RANGERS OFFICE BUILDING, 1.5 FT (0.5 M) BELOW AND 1.0 FT (0.3 M) WEST
 AQ1557'OF A 4.5 FT (1.4 M) HIGH COQUINA WALL.
 AQ1557
 AQ1557                          STATION RECOVERY (2005)
 AQ1557
 AQ1557'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 AQ1557'RECOVERED IN GOOD CONDITION.
 AQ1557
 AQ1557                          STATION RECOVERY (2008)
 AQ1557
 AQ1557'RECOVERY NOTE BY GEOCACHING 2008 (DEB)
 AQ1557'RECOVERED IN GOOD CONDITION.
 AQ1557
 AQ1557                          STATION RECOVERY (2015)
 AQ1557
 AQ1557'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (JRH)
 AQ1557'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1556 ***********************************************************************
 AQ1556  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1556  DESIGNATION -  872 0686 TIDAL 2
 AQ1556  PID         -  AQ1556
 AQ1556  STATE/COUNTY-  FL/ST JOHNS
 AQ1556  COUNTRY     -  US
 AQ1556  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1556
 AQ1556                         *CURRENT SURVEY CONTROL
 AQ1556  ______________________________________________________________________
 AQ1556* NAD 83(1986) POSITION- 29 42 53.9    (N) 081 14 04.4    (W)   HD_HELD2
 AQ1556* NAVD 88 ORTHO HEIGHT -     3.934 (meters)       12.91  (feet) ADJUSTED
 AQ1556  ______________________________________________________________________
 AQ1556  GEOID HEIGHT    -        -28.809 (meters)                     GEOID18
 AQ1556  DYNAMIC HEIGHT  -          3.929 (meters)       12.89  (feet) COMP
 AQ1556  MODELED GRAVITY -    979,292.8   (mgal)                       NAVD 88
 AQ1556
 AQ1556  VERT ORDER      -  SECOND    CLASS I
 AQ1556
 AQ1556.The horizontal coordinates were established by autonomous hand held GPS
 AQ1556.observations and have an estimated accuracy of +/- 10 meters.
 AQ1556
 AQ1556.The orthometric height was determined by differential leveling and
 AQ1556.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1556.in April 2011.
 AQ1556
 AQ1556.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1556.GEOID18 height accuracy estimate available here.
 AQ1556
 AQ1556.This Tidal Bench Mark is designated as VM 5233
 AQ1556.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1556
 AQ1556.Click photographs - Photos may exist for this station.
 AQ1556
 AQ1556.The dynamic height is computed by dividing the NAVD 88
 AQ1556.geopotential number by the normal gravity value computed on the
 AQ1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1556.degrees latitude (g = 980.6199 gals.).
 AQ1556
 AQ1556.The modeled gravity was interpolated from observed gravity values.
 AQ1556
 AQ1556;                    North         East    Units  Estimated Accuracy
 AQ1556;SPC FL E     -   596,297.      177,306.      MT  (+/- 10 meters HH2 GPS)
 AQ1556
 AQ1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7731387225(NAD 83)
 AQ1556
 AQ1556                          SUPERSEDED SURVEY CONTROL
 AQ1556
 AQ1556  NAVD 88 (06/15/91)    3.931  (m)           12.90   (f) SUPERSEDED  1 2
 AQ1556  NGVD 29 (??/??/92)    4.251  (m)           13.95   (f) SUPERSEDED  1 2
 AQ1556  NGVD 29 (09/01/92)    4.245  (m)           13.93   (f) ADJUSTED    1 2
 AQ1556
 AQ1556.Superseded values are not recommended for survey control.
 AQ1556
 AQ1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1556.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1556
 AQ1556_MARKER: DD = SURVEY DISK
 AQ1556_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1556_SP_SET: COQUINA RETAINING WALL
 AQ1556_STAMPING: 2 1974
 AQ1556_MARK LOGO: NOS
 AQ1556_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1556+STABILITY: SURFACE MOTION
 AQ1556_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1556+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2015
 AQ1556
 AQ1556  HISTORY     - Date     Condition        Report By
 AQ1556  HISTORY     - 1974     MONUMENTED       FLDNR
 AQ1556  HISTORY     - 1978     GOOD             FLDNR
 AQ1556  HISTORY     - 1987     GOOD             FLDNR
 AQ1556  HISTORY     - 1989     GOOD             USPSQD
 AQ1556  HISTORY     - 1990     GOOD             USPSQD
 AQ1556  HISTORY     - 19910323 GOOD             NGS
 AQ1556  HISTORY     - 19981203 GOOD             FLDEP
 AQ1556  HISTORY     - 20050916 GOOD             GEOCAC
 AQ1556  HISTORY     - 20080916 GOOD             GEOCAC
 AQ1556  HISTORY     - 20150606 GOOD             FLDEP
 AQ1556
 AQ1556                          STATION DESCRIPTION
 AQ1556
 AQ1556'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1556'3.5 MI NORTH FROM MARINELAND.
 AQ1556'BEGINNING AT MARINELAND, PROCEED 3.5 MILES NORTH NORTHWEST ALONG US
 AQ1556'HIGHWAY A1A TO THE ENTRANCE OF FORT MATANZAS STATE PARK, THENCE WEST
 AQ1556'TO FORT MATANZAS VISITORS CENTER. THE MARK IS SET FLUSH IN THE TOP
 AQ1556'CENTER OF A 1 FOOT THICK COQUINA RETAINING WALL NEAR THE TUNNEL
 AQ1556'THROUGH THE VISITORS CENTER BUILDING, AND BEARS 5 FEET ABOVE SIDEWALK,
 AQ1556'10 FEET SOUTHEAST OF CENTER OF EAST SIDE OF THE TUNNEL, AND 1 FOOT
 AQ1556'EAST OF THE MOST EAST FACE OF BUILDING.
 AQ1556
 AQ1556                          STATION RECOVERY (1987)
 AQ1556
 AQ1556'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1556'RECOVERED AS DESCRIBED.
 AQ1556
 AQ1556                          STATION RECOVERY (1989)
 AQ1556
 AQ1556'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1556'RECOVERED IN GOOD CONDITION.
 AQ1556
 AQ1556                          STATION RECOVERY (1990)
 AQ1556
 AQ1556'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1556'RECOVERED IN GOOD CONDITION.
 AQ1556
 AQ1556                          STATION RECOVERY (1991)
 AQ1556
 AQ1556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1556'6.3 KM (3.9 MI) SOUTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ1556'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 206 IN CRESCENT BEACH,
 AQ1556'THENCE 0.2 KM (0.1 MI) WESTERLY ALONG THE FORT MATANZAS NATIONAL
 AQ1556'MONUMENT ENTRANCE ROAD, IN A COQUINA ROCK RETAINING WALL ALONG THE
 AQ1556'SOUTH SIDE OF A TUNNEL THROUGH THE VISITORS CENTER, 22.0 M (72.2 FT)
 AQ1556'SOUTHWEST OF THE ROAD CENTER, 3.0 M (9.8 FT) SOUTHEAST OF THE CENTER
 AQ1556'OF THE TUNNEL, 1.5 M (4.9 FT) ABOVE THE GROUND SURFACE, AND 0.2 M
 AQ1556'(0.7 FT) NORTHEAST OF THE NORTHEAST FACE OF THE BUILDING.
 AQ1556
 AQ1556                          STATION RECOVERY (1998)
 AQ1556
 AQ1556'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (KLB)
 AQ1556'THE MARK IS ABOUT 4.2 MI (6.8 KM) SOUTH OF CRESCENT BEACH, 3.5 MI (5.6
 AQ1556'KM) NORTH OF MARINE LAND, 1.6 MI (2.6 KM) NORTH OF SUMMER HAVEN, IN
 AQ1556'SECTION 13, TOWNSHIP 9 SOUTH, RANGE 30 EAST.
 AQ1556'
 AQ1556'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A AND ATLANTIC
 AQ1556'AVENUE IN SUMMER HAVEN, GO NORTH ON STATE ROAD A1A FOR 1.6 MI (2.6 KM)
 AQ1556'TO THE ENTRANCE ROAD TO THE FORT MATANZAS NATIONAL MONUMENT ON THE
 AQ1556'LEFT.  TURN LEFT ON THE ENTRANCE ROAD AND GO WEST FOR 0.15 MI (0.2 KM)
 AQ1556'TO THE VISITORS CENTER ON THE RIGHT AND THE MARK ON THE RIGHT, A NOS
 AQ1556'DISK SET FLUSH IN THE TOP OF THE COQUINA RETAINING WALL SOUTHEAST OF
 AQ1556'THE TUNNEL THAT RUNS THROUGH THE VISITORS CENTER AND 4.9 FT (1.5 M)
 AQ1556'ABOVE THE LEVEL OF THE CONCRETE SIDEWALK.
 AQ1556'
 AQ1556'LOCATED 72.2 FT (22.0 M) SOUTHWEST OF THE CENTERLINE OF THE ENTRANCE
 AQ1556'ROAD, 9.8 FT (3.0 M) SOUTHEAST OF THE CENTER OF THE EAST END OF THE
 AQ1556'TUNNEL AND 0.7 FT (21 CM) NORTHEAST OF THE NORTHEAST FACE OF THE
 AQ1556'VISITORS CENTER BUILDING.
 AQ1556
 AQ1556                          STATION RECOVERY (2005)
 AQ1556
 AQ1556'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 AQ1556'RECOVERED IN GOOD CONDITION.
 AQ1556
 AQ1556                          STATION RECOVERY (2008)
 AQ1556
 AQ1556'RECOVERY NOTE BY GEOCACHING 2008 (DEB)
 AQ1556'RECOVERED IN GOOD CONDITION.
 AQ1556
 AQ1556                          STATION RECOVERY (2015)
 AQ1556
 AQ1556'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (JRH)
 AQ1556'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1555 ***********************************************************************
 AQ1555  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1555  DESIGNATION -  872 0686 TIDAL 3
 AQ1555  PID         -  AQ1555
 AQ1555  STATE/COUNTY-  FL/ST JOHNS
 AQ1555  COUNTRY     -  US
 AQ1555  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1555
 AQ1555                         *CURRENT SURVEY CONTROL
 AQ1555  ______________________________________________________________________
 AQ1555* NAD 83(1986) POSITION- 29 42 56.4    (N) 081 14 03.3    (W)   HD_HELD2
 AQ1555* NAVD 88 ORTHO HEIGHT -     1.928 (meters)        6.33  (feet) ADJUSTED
 AQ1555  ______________________________________________________________________
 AQ1555  GEOID HEIGHT    -        -28.809 (meters)                     GEOID18
 AQ1555  DYNAMIC HEIGHT  -          1.925 (meters)        6.32  (feet) COMP
 AQ1555  MODELED GRAVITY -    979,292.9   (mgal)                       NAVD 88
 AQ1555
 AQ1555  VERT ORDER      -  FIRST     CLASS II
 AQ1555
 AQ1555.The horizontal coordinates were established by autonomous hand held GPS
 AQ1555.observations and have an estimated accuracy of +/- 10 meters.
 AQ1555
 AQ1555.The orthometric height was determined by differential leveling and
 AQ1555.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1555.in October 2015.
 AQ1555
 AQ1555.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1555.GEOID18 height accuracy estimate available here.
 AQ1555
 AQ1555.This Tidal Bench Mark is designated as VM 5234
 AQ1555.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1555
 AQ1555.Click photographs - Photos may exist for this station.
 AQ1555
 AQ1555.The dynamic height is computed by dividing the NAVD 88
 AQ1555.geopotential number by the normal gravity value computed on the
 AQ1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1555.degrees latitude (g = 980.6199 gals.).
 AQ1555
 AQ1555.The modeled gravity was interpolated from observed gravity values.
 AQ1555
 AQ1555;                    North         East    Units  Estimated Accuracy
 AQ1555;SPC FL E     -   596,374.      177,335.      MT  (+/- 10 meters HH2 GPS)
 AQ1555
 AQ1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7734287302(NAD 83)
 AQ1555
 AQ1555                          SUPERSEDED SURVEY CONTROL
 AQ1555
 AQ1555  NAVD 88 (04/21/11)    1.923  (m)            6.31   (f) SUPERSEDED  2 1
 AQ1555  NAVD 88 (06/15/91)    1.919  (m)            6.30   (f) SUPERSEDED  2 1
 AQ1555  NGVD 29 (??/??/92)    2.238  (m)            7.34   (f) SUPERSEDED  2 1
 AQ1555  NGVD 29 (09/01/92)    2.232  (m)            7.32   (f) ADJUSTED    2 1
 AQ1555
 AQ1555.Superseded values are not recommended for survey control.
 AQ1555
 AQ1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1555.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1555
 AQ1555_MARKER: DD = SURVEY DISK
 AQ1555_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1555_SP_SET: COQUINA CULVERT
 AQ1555_STAMPING: 3 1974
 AQ1555_MARK LOGO: NOS
 AQ1555_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1555+STABILITY: SURFACE MOTION
 AQ1555_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1555+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2015
 AQ1555
 AQ1555  HISTORY     - Date     Condition        Report By
 AQ1555  HISTORY     - 1974     MONUMENTED       FLDNR
 AQ1555  HISTORY     - 1978     GOOD             FLDNR
 AQ1555  HISTORY     - 1987     GOOD             FLDNR
 AQ1555  HISTORY     - 1989     GOOD             USPSQD
 AQ1555  HISTORY     - 1990     GOOD             USPSQD
 AQ1555  HISTORY     - 19981203 GOOD             FLDEP
 AQ1555  HISTORY     - 20050916 GOOD             GEOCAC
 AQ1555  HISTORY     - 20080916 GOOD             GEOCAC
 AQ1555  HISTORY     - 20150606 GOOD             FLDEP
 AQ1555
 AQ1555                          STATION DESCRIPTION
 AQ1555
 AQ1555'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1555'3.5 MI NORTH FROM MARINELAND.
 AQ1555'BEGINNING AT MARINELAND, PROCEED 3.5 MILES NORTH NORTHWEST ALONG US
 AQ1555'HIGHWAY A1A TO ENTRANCE OF FORT MATANZAS STATE PARK, THENCE WEST TO
 AQ1555'FORT MATANZAS VISITORS CENTER. THE MARK AT THE VISITORS CENTER IS SET
 AQ1555'FLUSH IN THE TOP CENTER, 1 FOOT EAST OF THE WEST END, OF THE 9 FEET
 AQ1555'LONG COQUINA CULVERT, NEAR THE CENTER OF THE NORTH SIDE OF THE PARK
 AQ1555'AREA CIRCLED BY THE DRIVE, ABOUT 250 FEET EAST OF THE VISITORS CENTER
 AQ1555'BUILDING, AND ABOUT 27 FEET SOUTH OF AND 1 FOOT BELOW THE CENTERLINE
 AQ1555'OF THE SOUTH PART OF THE DRIVE.
 AQ1555
 AQ1555                          STATION RECOVERY (1987)
 AQ1555
 AQ1555'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1555'RECOVERED AS DESCRIBED.
 AQ1555
 AQ1555                          STATION RECOVERY (1989)
 AQ1555
 AQ1555'RECOVERY NOTE BY US POWER SQUADRON 1989 (JD)
 AQ1555'RECOVERED IN GOOD CONDITION.
 AQ1555
 AQ1555                          STATION RECOVERY (1990)
 AQ1555
 AQ1555'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1555'RECOVERED IN GOOD CONDITION.
 AQ1555
 AQ1555                          STATION RECOVERY (1998)
 AQ1555
 AQ1555'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (KLB)
 AQ1555'THE MARK IS ABOUT 4.2 MI (6.8 KM) SOUTH OF CRESCENT BEACH, 3.5 MI (5.6
 AQ1555'KM) NORTH OF MARINE LAND, 1.6 MI (2.6 KM) NORTH OF SUMMER HAVEN, IN
 AQ1555'SECTION 13, TOWNSHIP 9 SOUTH, RANGE 30 EAST.
 AQ1555'
 AQ1555'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A AND ATLANTIC
 AQ1555'AVENUE IN SUMMER HAVEN, GO NORTH ON STATE ROAD A1A FOR 1.6 MI (2.6 KM)
 AQ1555'TO THE ENTRANCE ROAD TO THE FORT MATANZAS NATIONAL MONUMENT ON THE
 AQ1555'LEFT.  TURN LEFT ON THE ENTRANCE ROAD AND GO WEST 0.1 MI (0.2 KM) TO
 AQ1555'AN 8.0 FT (2.4 M) COQUINA CULVERT NEAR THE CENTER OF THE NORTH SIDE OF
 AQ1555'THE PARK AREA CIRCLED BY THE DRIVE, NORTH OF THE PARK RESTROOMS AND
 AQ1555'THE MARK ON THE LEFT, A NOS DISK SET FLUSH IN THE TOP CENTER ON THE
 AQ1555'WEST SIDE OF THE CULVERT AND 1.6 FT (0.5 M) BELOW THE LEVEL OF THE
 AQ1555'PARK ENTRANCE ROAD.
 AQ1555'
 AQ1555'LOCATED 273.0 EAST OF THE VISITORS CENTER BUILDING, 139.3 NORTH OF THE
 AQ1555'NORTHEAST CORNER OF THE PARK RESTROOMS BUILDING, 28.4 FT (8.7 M) SOUTH
 AQ1555'OF THE CENTERLINE OF THE PARK ENTRANCE ROAD AND 1.0 FT (0.3 M) EAST OF
 AQ1555'THE WEST END OF THE CULVERT.
 AQ1555
 AQ1555                          STATION RECOVERY (2005)
 AQ1555
 AQ1555'RECOVERY NOTE BY GEOCACHING 2005 (MDF)
 AQ1555'RECOVERED IN GOOD CONDITION.
 AQ1555
 AQ1555                          STATION RECOVERY (2008)
 AQ1555
 AQ1555'RECOVERY NOTE BY GEOCACHING 2008 (DEB)
 AQ1555'RECOVERED IN GOOD CONDITION.
 AQ1555
 AQ1555                          STATION RECOVERY (2015)
 AQ1555
 AQ1555'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (JRH)
 AQ1555'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1492 ***********************************************************************
 DM1492  DESIGNATION -  872 0692 A
 DM1492  PID         -  DM1492
 DM1492  STATE/COUNTY-  FL/ST JOHNS
 DM1492  COUNTRY     -  US
 DM1492  USGS QUAD   -  MATANZAS INLET (2018)
 DM1492
 DM1492                         *CURRENT SURVEY CONTROL
 DM1492  ______________________________________________________________________
 DM1492* NAD 83(1986) POSITION- 29 42 17.58   (N) 081 13 40.88   (W)   HD_HELD1
 DM1492* NAVD 88 ORTHO HEIGHT -     6.347 (meters)       20.82  (feet) ADJUSTED
 DM1492  ______________________________________________________________________
 DM1492  GEOID HEIGHT    -        -28.813 (meters)                     GEOID18
 DM1492  DYNAMIC HEIGHT  -          6.338 (meters)       20.79  (feet) COMP
 DM1492  MODELED GRAVITY -    979,291.9   (mgal)                       NAVD 88
 DM1492
 DM1492  VERT ORDER      -  SECOND    CLASS I
 DM1492
 DM1492.The horizontal coordinates were determined by differentially corrected
 DM1492.hand held GPS observations or other comparable positioning techniques
 DM1492.and have an estimated accuracy of +/- 3 meters.
 DM1492
 DM1492.The orthometric height was determined by differential leveling and
 DM1492.adjusted by the NATIONAL GEODETIC SURVEY
 DM1492.in July 2011.
 DM1492
 DM1492.No vertical observational check was made to the station.
 DM1492
 DM1492.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1492.GEOID18 height accuracy estimate available here.
 DM1492
 DM1492.Click photographs - Photos may exist for this station.
 DM1492
 DM1492.The dynamic height is computed by dividing the NAVD 88
 DM1492.geopotential number by the normal gravity value computed on the
 DM1492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1492.degrees latitude (g = 980.6199 gals.).
 DM1492
 DM1492.The modeled gravity was interpolated from observed gravity values.
 DM1492
 DM1492;                    North         East    Units  Estimated Accuracy
 DM1492;SPC FL E     -   595,177.6     177,935.4     MT  (+/- 3 meters HH1 GPS) 
 DM1492
 DM1492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7794286106(NAD 83)
 DM1492
 DM1492                          SUPERSEDED SURVEY CONTROL
 DM1492
 DM1492.No superseded survey control is available for this station.
 DM1492
 DM1492_MARKER: DB = BENCH MARK DISK
 DM1492_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM1492_SP_SET: BRIDGE DECK
 DM1492_STAMPING: 0692 A 19 98
 DM1492_MARK LOGO: NOS
 DM1492_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1492_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1492+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2018
 DM1492
 DM1492  HISTORY     - Date     Condition        Report By
 DM1492  HISTORY     - 1998     MONUMENTED       FLDEP
 DM1492  HISTORY     - 20030809 GOOD             FLDEP
 DM1492  HISTORY     - 20180222 GOOD             FL-109
 DM1492
 DM1492                          STATION DESCRIPTION
 DM1492
 DM1492'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DM1492'THE MARK IS ABOUT 4.8 MI (7.7 KM) SOUTH OF CRESCENT BEACH, 2.5 MI (4.0
 DM1492'KM) NORTH OF MARINELAND, ESTIMATED SECTION 24, TOWNSHIP 9 SOUTH, RANGE
 DM1492'30 EAST.
 DM1492'
 DM1492'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 206 AND STATE
 DM1492'HIGHWAY A1A (OCEAN SHORE BOULEVARD) IN CRESCENT BEACH, GO SOUTH ON
 DM1492'STATE HIGHWAY A1A (OCEAN SHORE BOULEVARD) FOR 4.65 MI (7.5 KM) TO THE
 DM1492'NORTH END OF THE MATANZAS INLET BRIDGE.  CONTINUE SOUTH ON STATE
 DM1492'HIGHWAY A1A (OCEAN SHORE BOULEVARD) FOR 0.2 MI (0.3 KM) TO THE MARK ON
 DM1492'THE RIGHT, SET FLUSH IN THE TOP OF THE BRIDGE DECK WALKWAY AND LEVEL
 DM1492'WITH STATE HIGHWAY A1A.
 DM1492'
 DM1492'LOCATED ABOUT 408.0 FT (124.4 M) NORTH OF THE SOUTH END OF THE BRIDGE,
 DM1492'23.5 FT (7.2 M) WEST OF THE CENTERLINE OF STATE HIGHWAY A1A, 4.3 FT
 DM1492'(1.3 M) EAST OF THE CONCRETE BRIDGE RAIL AND 0.5 FT (0.2 M) WEST OF
 DM1492'THE CONCRETE BRIDGE RAIL.
 DM1492
 DM1492                          STATION RECOVERY (2018)
 DM1492
 DM1492'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2018 (RB)
 DM1492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1493 ***********************************************************************
 DM1493  DESIGNATION -  872 0692 C
 DM1493  PID         -  DM1493
 DM1493  STATE/COUNTY-  FL/ST JOHNS
 DM1493  COUNTRY     -  US
 DM1493  USGS QUAD   -  MATANZAS INLET (2018)
 DM1493
 DM1493                         *CURRENT SURVEY CONTROL
 DM1493  ______________________________________________________________________
 DM1493* NAD 83(1986) POSITION- 29 42 11.     (N) 081 13 40.     (W)   SCALED
 DM1493* NAVD 88 ORTHO HEIGHT -     2.282 (meters)        7.49  (feet) ADJUSTED
 DM1493  ______________________________________________________________________
 DM1493  GEOID HEIGHT    -        -28.813 (meters)                     GEOID18
 DM1493  DYNAMIC HEIGHT  -          2.279 (meters)        7.48  (feet) COMP
 DM1493  MODELED GRAVITY -    979,291.6   (mgal)                       NAVD 88
 DM1493
 DM1493  VERT ORDER      -  SECOND    CLASS I
 DM1493
 DM1493.The horizontal coordinates were scaled from a map and have
 DM1493.an estimated accuracy of +/- 6 seconds.
 DM1493
 DM1493.The orthometric height was determined by differential leveling and
 DM1493.adjusted by the NATIONAL GEODETIC SURVEY
 DM1493.in July 2011.
 DM1493
 DM1493.No vertical observational check was made to the station.
 DM1493
 DM1493.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1493.GEOID18 height accuracy estimate available here.
 DM1493
 DM1493.Click photographs - Photos may exist for this station.
 DM1493
 DM1493.The dynamic height is computed by dividing the NAVD 88
 DM1493.geopotential number by the normal gravity value computed on the
 DM1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1493.degrees latitude (g = 980.6199 gals.).
 DM1493
 DM1493.The modeled gravity was interpolated from observed gravity values.
 DM1493
 DM1493;                    North         East    Units  Estimated Accuracy
 DM1493;SPC FL E     -   594,980.      177,960.      MT  (+/- 180 meters Scaled)
 DM1493
 DM1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN779859(NAD 83)
 DM1493
 DM1493                          SUPERSEDED SURVEY CONTROL
 DM1493
 DM1493.No superseded survey control is available for this station.
 DM1493
 DM1493_MARKER: F = FLANGE-ENCASED ROD
 DM1493_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1493_STAMPING: 0692 C 19 98
 DM1493_MARK LOGO: NGS
 DM1493_PROJECTION: FLUSH
 DM1493_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1493_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1493+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2003
 DM1493_ROD/PIPE-DEPTH: 7.6 meters
 DM1493
 DM1493  HISTORY     - Date     Condition        Report By
 DM1493  HISTORY     - 1998     MONUMENTED       FLDEP
 DM1493  HISTORY     - 20030809 GOOD             FLDEP
 DM1493  HISTORY     - 20141124 POOR             FL-109
 DM1493
 DM1493                          STATION DESCRIPTION
 DM1493
 DM1493'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DM1493'THE MARK IS ABOUT 5.0 MI (8.0 KM) SOUTH OF CRESCENT BEACH, 2.3 MI (3.7
 DM1493'KM) NORTH OF MARINELAND, IN SECTION 49, TOWNSHIP 9 SOUTH, RANGE 30
 DM1493'EAST.
 DM1493'
 DM1493'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 206 AND STATE
 DM1493'HIGHWAY A1A (OCEAN SHORE BOULEVARD) IN CRESCENT BEACH, GO SOUTH ON
 DM1493'STATE HIGHWAY A1A (OCEAN SHORE BOULEVARD) FOR 4.65 MI (7.5 KM) TO THE
 DM1493'NORTH END OF THE MATANZAS INLET BRIDGE.  CONTINUE SOUTH ON STATE
 DM1493'HIGHWAY A1A (OCEAN SHORE BOULEVARD) FOR 0.35 MI (0.6 KM) TO THE MARK
 DM1493'ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DM1493'25.0 FT (7.6 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH
 DM1493'THE GROUND AND LEVEL WITH STATE HIGHWAY A1A, THE DATUM POINT IS
 DM1493'RECESSED 0.3 FT (0.1 M) BELOW THE LEVEL OF THE NATIONAL GEODETIC
 DM1493'SURVEY LOGO CAP.
 DM1493'
 DM1493'LOCATED 197.3 FT (60.1 M) NORTH OF BARRATARIN DRIVE, 57.8 FT (17.6 M)
 DM1493'WEST OF THE CENTERLINE OF STATE HIGHWAY A1A, 21.5 FT (6.6 M) SOUTH OF
 DM1493'THE APPROXIMATE CENTERLINE OF THE ENTRANCE DRIVEWAY TO MATANZAS INLET
 DM1493'PARK AT 18825 A1A SOUTH, 3.7 FT (1.1 M) EAST OF A 6.0 FT (1.8 M) TALL
 DM1493'CHAIN LINK FENCE AND 1.2 FT (0.4 M) NORTH OF POWER POLE NUMBER
 DM1493'36540533909 AND A CARSONITE WITNESS POST.
 DM1493'
 DM1493'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM1493'NATIONAL GEODETIC SURVEY LOGO CAP.
 DM1493'
 DM1493'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DM1493'CAP.
 DM1493
 DM1493                          STATION RECOVERY (2014)
 DM1493
 DM1493'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (JM)
 DM1493'OUTER CASING AND ACCESS COVER IS HAS BEEN REMOVED
 DM1493'ROD IS LOOSE
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1494 ***********************************************************************
 DM1494  DESIGNATION -  872 0692 D
 DM1494  PID         -  DM1494
 DM1494  STATE/COUNTY-  FL/ST JOHNS
 DM1494  COUNTRY     -  US
 DM1494  USGS QUAD   -  MATANZAS INLET (2018)
 DM1494
 DM1494                         *CURRENT SURVEY CONTROL
 DM1494  ______________________________________________________________________
 DM1494* NAD 83(1986) POSITION- 29 42 07.     (N) 081 13 38.     (W)   SCALED
 DM1494* NAVD 88 ORTHO HEIGHT -     1.746 (meters)        5.73  (feet) ADJUSTED
 DM1494  ______________________________________________________________________
 DM1494  GEOID HEIGHT    -        -28.813 (meters)                     GEOID18
 DM1494  DYNAMIC HEIGHT  -          1.744 (meters)        5.72  (feet) COMP
 DM1494  MODELED GRAVITY -    979,291.5   (mgal)                       NAVD 88
 DM1494
 DM1494  VERT ORDER      -  SECOND    CLASS I
 DM1494
 DM1494.The horizontal coordinates were scaled from a map and have
 DM1494.an estimated accuracy of +/- 6 seconds.
 DM1494
 DM1494.The orthometric height was determined by differential leveling and
 DM1494.adjusted by the NATIONAL GEODETIC SURVEY
 DM1494.in July 2011.
 DM1494
 DM1494.No vertical observational check was made to the station.
 DM1494
 DM1494.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1494.GEOID18 height accuracy estimate available here.
 DM1494
 DM1494.Click photographs - Photos may exist for this station.
 DM1494
 DM1494.The dynamic height is computed by dividing the NAVD 88
 DM1494.geopotential number by the normal gravity value computed on the
 DM1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1494.degrees latitude (g = 980.6199 gals.).
 DM1494
 DM1494.The modeled gravity was interpolated from observed gravity values.
 DM1494
 DM1494;                    North         East    Units  Estimated Accuracy
 DM1494;SPC FL E     -   594,850.      178,010.      MT  (+/- 180 meters Scaled)
 DM1494
 DM1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN780857(NAD 83)
 DM1494
 DM1494                          SUPERSEDED SURVEY CONTROL
 DM1494
 DM1494.No superseded survey control is available for this station.
 DM1494
 DM1494_MARKER: F = FLANGE-ENCASED ROD
 DM1494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1494_STAMPING: 0692 D 19 98
 DM1494_MARK LOGO: NGS
 DM1494_PROJECTION: FLUSH
 DM1494_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1494+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2003
 DM1494_ROD/PIPE-DEPTH: 8.0 meters
 DM1494
 DM1494  HISTORY     - Date     Condition        Report By
 DM1494  HISTORY     - 1998     MONUMENTED       FLDEP
 DM1494  HISTORY     - 20030809 GOOD             FLDEP
 DM1494  HISTORY     - 20141120 GOOD             FL-109
 DM1494
 DM1494                          STATION DESCRIPTION
 DM1494
 DM1494'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DM1494'THE MARK IS ABOUT 5.1 MI (8.2 KM) SOUTH OF CRESCENT BEACH, 2.2 MI (3.5
 DM1494'KM) NORTH OF MARINELAND, IN SECTION 49, TOWNSHIP 9 SOUTH, RANGE 30
 DM1494'EAST.
 DM1494'
 DM1494'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 206 AND STATE
 DM1494'HIGHWAY A1A (OCEAN SHORE BOULEVARD) IN CRESCENT BEACH, GO SOUTH ON
 DM1494'STATE HIGHWAY A1A (OCEAN SHORE BOULEVARD) FOR 4.65 MI (7.5 KM) TO THE
 DM1494'NORTH END OF THE MATANZAS INLET BRIDGE.  CONTINUE SOUTH ON STATE
 DM1494'HIGHWAY A1A (OCEAN SHORE BOULEVARD) FOR 0.45 MI (0.7 KM) TO THE MARK
 DM1494'ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DM1494'26.2 FT (8.0 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH
 DM1494'THE GROUND AND LEVEL WITH STATE HIGHWAY A1A, THE DATUM POINT IS
 DM1494'RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE NATIONAL GEODETIC
 DM1494'SURVEY LOGO CAP.
 DM1494'
 DM1494'LOCATED 136.0 FT (41.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DM1494'BARRATARIN DRIVE, 102.5 FT (31.2 M) NORTH OF THE APPROXIMATE
 DM1494'CENTERLINE OF A DRIVEWAY AT 8875 A1A SOUTH, 75.0 FT (22.9 M) SOUTH OF
 DM1494'THE APPROXIMATE CENTERLINE OF THE DRIVEWAY AT 8852 A1A SOUTH, 60.0 FT
 DM1494'(18.3 M) WEST OF THE CENTERLINE OF STATE HIGHWAY A1A, 8.3 FT (2.5 M)
 DM1494'NORTHWEST OF POWER POLE NUMBER 36540553209 WITH 4 GUY WIRES ATTACHED,
 DM1494'3.0 FT (0.9 M) WEST-NORTHWEST OF A 20.0 FT (6.1 M) TALL POLE WITH A
 DM1494'METER BOX ATTACHED, 1.1 FT (0.3 M) NORTH OF A RIGHT-OF-WAY MARKER AND
 DM1494'1.0 FT (0.3 M) EAST OF A WIRE FENCE AND 0.6 FT (0.2 M) EAST OF A
 DM1494'CARSONITE WITNESS POST.
 DM1494'
 DM1494'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM1494'NATIONAL GEODETIC SURVEY LOGO CAP.
 DM1494'
 DM1494'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DM1494'CAP.
 DM1494
 DM1494                          STATION RECOVERY (2014)
 DM1494
 DM1494'RECOVERY NOTE BY ST JOHNS COUNTY FLORIDA 2014 (MP)
 DM1494'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP8093 ***********************************************************************
 DP8093  DESIGNATION -  872 0718 A
 DP8093  PID         -  DP8093
 DP8093  STATE/COUNTY-  FL/ST JOHNS
 DP8093  COUNTRY     -  US
 DP8093  USGS QUAD   -  DINNER ISLAND NE (2018)
 DP8093
 DP8093                         *CURRENT SURVEY CONTROL
 DP8093  ______________________________________________________________________
 DP8093* NAD 83(1986) POSITION- 29 40 00.66   (N) 081 15 25.51   (W)   HD_HELD1
 DP8093* NAVD 88 ORTHO HEIGHT -     0.631 (meters)        2.07  (feet) ADJUSTED
 DP8093  ______________________________________________________________________
 DP8093  GEOID HEIGHT    -        -28.786 (meters)                     GEOID18
 DP8093  DYNAMIC HEIGHT  -          0.630 (meters)        2.07  (feet) COMP
 DP8093  MODELED GRAVITY -    979,286.9   (mgal)                       NAVD 88
 DP8093
 DP8093  VERT ORDER      -  FIRST     CLASS II
 DP8093
 DP8093.The horizontal coordinates were determined by differentially corrected
 DP8093.hand held GPS observations or other comparable positioning techniques
 DP8093.and have an estimated accuracy of +/- 3 meters.
 DP8093
 DP8093.The orthometric height was determined by differential leveling and
 DP8093.adjusted by the NATIONAL GEODETIC SURVEY
 DP8093.in October 2015.
 DP8093
 DP8093.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8093.GEOID18 height accuracy estimate available here.
 DP8093
 DP8093.Click photographs - Photos may exist for this station.
 DP8093
 DP8093.The dynamic height is computed by dividing the NAVD 88
 DP8093.geopotential number by the normal gravity value computed on the
 DP8093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8093.degrees latitude (g = 980.6199 gals.).
 DP8093
 DP8093.The modeled gravity was interpolated from observed gravity values.
 DP8093
 DP8093;                    North         East    Units  Estimated Accuracy
 DP8093;SPC FL E     -   590,967.8     175,113.7     MT  (+/- 3 meters HH1 GPS) 
 DP8093
 DP8093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7512281898(NAD 83)
 DP8093
 DP8093                          SUPERSEDED SURVEY CONTROL
 DP8093
 DP8093.No superseded survey control is available for this station.
 DP8093
 DP8093_MARKER: F = FLANGE-ENCASED ROD
 DP8093_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP8093_STAMPING: 0718 A 2015
 DP8093_MARK LOGO: NGS
 DP8093_PROJECTION: RECESSED 5 CENTIMETERS
 DP8093_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP8093_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8093_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8093+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2022
 DP8093_ROD/PIPE-DEPTH: 10.7 meters
 DP8093
 DP8093  HISTORY     - Date     Condition        Report By
 DP8093  HISTORY     - 20150505 MONUMENTED       FLDEP
 DP8093  HISTORY     - 20220222 GOOD             USPSQD
 DP8093
 DP8093                          STATION DESCRIPTION
 DP8093
 DP8093'DESCRIBED BY FL DEPT OF ENV PRO 2015 (JRH)
 DP8093'THE MARK IS ABOUT 12.5 MI (20.1 KM) NORTH-NORTHWEST OF BEVERLY BEACH,
 DP8093'11.5 MI (18.5 KM) NORTH-NORTHEAST OF ESPANOLA, 10.6 MI (17.1 KM)
 DP8093'NORTHEAST OF DINNER ISLAND, IN ESTIMATED SECTION 37, TOWNSHIP 10
 DP8093'SOUTH, RANGE 30 EAST.
 DP8093'
 DP8093'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 207 AND U.S. HIGHWAY
 DP8093'1 IN ST. AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 FOR 8.6 MI (13.8 KM) TO
 DP8093'THE INTERSECTION OF STATE ROAD 206.  CONTINUE SOUTH ON U.S. HIGHWAY 1
 DP8093'FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF FAVER DYKES ROAD ON THE LEFT.
 DP8093'TURN LEFT ON FAVER DYKES ROAD AND GO SOUTHEAST FOR 0.95 MI (1.5 KM) TO
 DP8093'A 90 DEGREE TURN.  CONTINUE NORTHEAST ON FAVER DYKES ROAD FOR 0.6 MI
 DP8093'(1.0 KM) TO THE GATED ENTRANCE OF FAVER DYKES STATE PARK, ENTERING THE
 DP8093'PARK AND CONTINUE NORTHEAST THEN CURVING SOUTHEAST FOR 1.2 MI (1.9 KM)
 DP8093'TO THE JUNCTION OF THE BOAT RAMP ENTRANCE ROAD ON THE RIGHT.  TURN
 DP8093'RIGHT ON THE ENTRANCE ROAD AND GO SOUTH-SOUTHWEST FOR O.2 MI TO THE
 DP8093'BOAT RAMP AREA AND THE MARK, A STAINLESS STEEL ROD DRIVEN TO REFUSAL
 DP8093'AT A DEPTH OF 35.0 FT (10.7 M) WITH AN NATIONAL GEODETIC SURVEY LOGO
 DP8093'CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND, THE DATUM
 DP8093'POINT IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE NATIONAL
 DP8093'GEODETIC SURVEY LOGO CAP.
 DP8093'
 DP8093'LOCATED 135.4 FT (41.3 M) SOUTH-SOUTHEAST OF 0718 B, 46.0 FT (14.0 M)
 DP8093'SOUTH-SOUTHEAST OF A 12-INCH (30 CM) LIVE OAK TREE, 32.6 FT (9.9 M)
 DP8093'SOUTHWEST OF THE NORTHWEST CORNER COLUMN OF THE RESTROOM BUILDING,
 DP8093'27.8 FT (8.5 M) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 DP8093'CONCRETE HANDICAP PARKING SPACE AND 18.9 FT (5.8 M) SOUTHWEST OF A
 DP8093'YELLOW SURVEY MARKER STICKER ATTACHED TO A 3-INCH (8 CM) ALUMINUM
 DP8093'POLE.
 DP8093'
 DP8093'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DP8093'CAP.
 DP8093'
 DP8093'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DP8093'NATIONAL GEODETIC SURVEY LOGO CAP.
 DP8093
 DP8093                          STATION RECOVERY (2022)
 DP8093
 DP8093'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLG)
 DP8093'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP8091 ***********************************************************************
 DP8091  DESIGNATION -  872 0718 B
 DP8091  PID         -  DP8091
 DP8091  STATE/COUNTY-  FL/ST JOHNS
 DP8091  COUNTRY     -  US
 DP8091  USGS QUAD   -  DINNER ISLAND NE (2018)
 DP8091
 DP8091                         *CURRENT SURVEY CONTROL
 DP8091  ______________________________________________________________________
 DP8091* NAD 83(1986) POSITION- 29 40 01.79   (N) 081 15 26.08   (W)   HD_HELD1
 DP8091* NAVD 88 ORTHO HEIGHT -     1.359 (meters)        4.46  (feet) ADJUSTED
 DP8091  ______________________________________________________________________
 DP8091  GEOID HEIGHT    -        -28.786 (meters)                     GEOID18
 DP8091  DYNAMIC HEIGHT  -          1.357 (meters)        4.45  (feet) COMP
 DP8091  MODELED GRAVITY -    979,286.9   (mgal)                       NAVD 88
 DP8091
 DP8091  VERT ORDER      -  FIRST     CLASS II
 DP8091
 DP8091.The horizontal coordinates were determined by differentially corrected
 DP8091.hand held GPS observations or other comparable positioning techniques
 DP8091.and have an estimated accuracy of +/- 3 meters.
 DP8091
 DP8091.The orthometric height was determined by differential leveling and
 DP8091.adjusted by the NATIONAL GEODETIC SURVEY
 DP8091.in October 2015.
 DP8091
 DP8091.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8091.GEOID18 height accuracy estimate available here.
 DP8091
 DP8091.Click photographs - Photos may exist for this station.
 DP8091
 DP8091.The dynamic height is computed by dividing the NAVD 88
 DP8091.geopotential number by the normal gravity value computed on the
 DP8091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8091.degrees latitude (g = 980.6199 gals.).
 DP8091
 DP8091.The modeled gravity was interpolated from observed gravity values.
 DP8091
 DP8091;                    North         East    Units  Estimated Accuracy
 DP8091;SPC FL E     -   591,002.7     175,098.5     MT  (+/- 3 meters HH1 GPS) 
 DP8091
 DP8091_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7510681933(NAD 83)
 DP8091
 DP8091                          SUPERSEDED SURVEY CONTROL
 DP8091
 DP8091.No superseded survey control is available for this station.
 DP8091
 DP8091_MARKER: DD = SURVEY DISK
 DP8091_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DP8091_SP_SET: CURB
 DP8091_STAMPING: 0718 B 2015
 DP8091_MARK LOGO: FLDEP
 DP8091_MAGNETIC: N = NO MAGNETIC MATERIAL
 DP8091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DP8091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8091+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2022
 DP8091
 DP8091  HISTORY     - Date     Condition        Report By
 DP8091  HISTORY     - 20150505 MONUMENTED       FLDEP
 DP8091  HISTORY     - 20220222 GOOD             USPSQD
 DP8091
 DP8091                          STATION DESCRIPTION
 DP8091
 DP8091'DESCRIBED BY FL DEPT OF ENV PRO 2015 (JRH)
 DP8091'THE MARK IS ABOUT 12.5 MI (20.1 KM) NORTH-NORTHWEST OF BEVERLY BEACH,
 DP8091'11.5 MI (18.5 KM) NORTH-NORTHEAST OF ESPANOLA, 10.6 MI (17.1 KM)
 DP8091'NORTHEAST OF DINNER ISLAND, IN ESTIMATED SECTION 37, TOWNSHIP 10
 DP8091'SOUTH, RANGE 30 EAST.
 DP8091'
 DP8091'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 207 AND U.S. HIGHWAY
 DP8091'1 IN ST. AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 FOR 8.6 MI (13.8 KM) TO
 DP8091'THE INTERSECTION OF STATE ROAD 206.  CONTINUE SOUTH ON U.S. HIGHWAY 1
 DP8091'FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF FAVER DYKES ROAD ON THE LEFT.
 DP8091'TURN LEFT ON FAVER DYKES ROAD AND GO SOUTHEAST FOR 0.95 MI (1.5 KM) TO
 DP8091'A 90 DEGREE TURN.  CONTINUE NORTHEAST ON FAVER DYKES ROAD FOR 0.6 MI
 DP8091'(1.0 KM) TO THE GATED ENTRANCE OF FAVER DYKES STATE PARK, ENTERING THE
 DP8091'PARK AND CONTINUE NORTHEAST THEN CURVING SOUTHEAST FOR 1.2 MI (1.9 KM)
 DP8091'TO THE JUNCTION OF THE BOAT RAMP ENTRANCE ROAD ON THE RIGHT.  TURN
 DP8091'RIGHT ON THE ENTRANCE ROAD AND GO SOUTH-SOUTHWEST FOR O.2 MI TO THE
 DP8091'BOAT RAMP AREA AND THE MARK, SET FLUSH IN THE TOP OF THE CONCRETE CURB
 DP8091'NEAR THE NORTHEAST CORNER OF THE BOAT RAMP.
 DP8091'
 DP8091'LOCATED 135.4 FT (41.3 M) NORTH-NORTHWEST OF 0718 A, 103.4 FT (31.5 M)
 DP8091'NORTHWEST OF THE NORTHEAST CORNER COLUMN OF THE RESTROOM BUILDING
 DP8091'NUMBERED 22013, 17.7 FT (5.4 M) NORTH OF THE CENTERLINE OF A WOODEN
 DP8091'DOCK AND 6.6 FT (2.0 M) NORTH OF THE CENTERLINE OF THE CONCRETE BOAT
 DP8091'RAMP.
 DP8091
 DP8091                          STATION RECOVERY (2022)
 DP8091
 DP8091'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLG)
 DP8091'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP8090 ***********************************************************************
 DP8090  DESIGNATION -  872 0718 C
 DP8090  PID         -  DP8090
 DP8090  STATE/COUNTY-  FL/ST JOHNS
 DP8090  COUNTRY     -  US
 DP8090  USGS QUAD   -  DINNER ISLAND NE (2018)
 DP8090
 DP8090                         *CURRENT SURVEY CONTROL
 DP8090  ______________________________________________________________________
 DP8090* NAD 83(1986) POSITION- 29 40 04.75   (N) 081 15 27.67   (W)   HD_HELD1
 DP8090* NAVD 88 ORTHO HEIGHT -     0.926 (meters)        3.04  (feet) ADJUSTED
 DP8090  ______________________________________________________________________
 DP8090  GEOID HEIGHT    -        -28.786 (meters)                     GEOID18
 DP8090  DYNAMIC HEIGHT  -          0.925 (meters)        3.03  (feet) COMP
 DP8090  MODELED GRAVITY -    979,287.0   (mgal)                       NAVD 88
 DP8090
 DP8090  VERT ORDER      -  FIRST     CLASS II
 DP8090
 DP8090.The horizontal coordinates were determined by differentially corrected
 DP8090.hand held GPS observations or other comparable positioning techniques
 DP8090.and have an estimated accuracy of +/- 3 meters.
 DP8090
 DP8090.The orthometric height was determined by differential leveling and
 DP8090.adjusted by the NATIONAL GEODETIC SURVEY
 DP8090.in October 2015.
 DP8090
 DP8090.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8090.GEOID18 height accuracy estimate available here.
 DP8090
 DP8090.Click photographs - Photos may exist for this station.
 DP8090
 DP8090.The dynamic height is computed by dividing the NAVD 88
 DP8090.geopotential number by the normal gravity value computed on the
 DP8090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8090.degrees latitude (g = 980.6199 gals.).
 DP8090
 DP8090.The modeled gravity was interpolated from observed gravity values.
 DP8090
 DP8090;                    North         East    Units  Estimated Accuracy
 DP8090;SPC FL E     -   591,093.9     175,055.9     MT  (+/- 3 meters HH1 GPS) 
 DP8090
 DP8090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7506482024(NAD 83)
 DP8090
 DP8090                          SUPERSEDED SURVEY CONTROL
 DP8090
 DP8090.No superseded survey control is available for this station.
 DP8090
 DP8090_MARKER: DD = SURVEY DISK
 DP8090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8090_STAMPING: 0718 C 2015
 DP8090_MARK LOGO: FLDEP
 DP8090_PROJECTION: RECESSED 5 CENTIMETERS
 DP8090_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP8090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8090+STABILITY: SURFACE MOTION
 DP8090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8090+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2024
 DP8090
 DP8090  HISTORY     - Date     Condition        Report By
 DP8090  HISTORY     - 20150505 MONUMENTED       FLDEP
 DP8090  HISTORY     - 20220222 GOOD             USPSQD
 DP8090  HISTORY     - 20240715 GOOD             NGS
 DP8090
 DP8090                          STATION DESCRIPTION
 DP8090
 DP8090'DESCRIBED BY FL DEPT OF ENV PRO 2015 (JRH)
 DP8090'THE MARK IS ABOUT 12.6 MI (20.3 KM) SOUTH OF SAINT AUGUSTINE BEACH,
 DP8090'11.5 MI (18.5 KM) NORTH-NORTHEAST OF ESPANOLA, 10.6 MI (17.1 KM)
 DP8090'NORTHEAST OF DINNER ISLAND, IN SECTION 37, TOWNSHIP 10 SOUTH, RANGE 30
 DP8090'EAST.
 DP8090'
 DP8090'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 207 AND U.S. HIGHWAY
 DP8090'1 IN ST. AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 FOR 8.6 MI (13.8 KM) TO
 DP8090'THE INTERSECTION OF STATE ROAD 206.  CONTINUE SOUTH ON U.S. HIGHWAY 1
 DP8090'FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF FAVER DYKES ROAD ON THE LEFT.
 DP8090'TURN LEFT ON FAVER DYKES ROAD AND GO SOUTHEAST FOR 0.95 MI (1.5 KM) TO
 DP8090'A 90 DEGREE TURN.  CONTINUE NORTHEAST ON FAVER DYKES ROAD FOR 0.6 MI
 DP8090'(1.0 KM) TO THE GATED ENTRANCE OF FAVER DYKES STATE PARK, ENTERING THE
 DP8090'PARK AND CONTINUE NORTHEAST THEN CURVING SOUTHEAST FOR 1.2 MI (1.9 KM)
 DP8090'TO THE JUNCTION OF THE BOAT RAMP ENTRANCE ROAD ON THE RIGHT.  TURN
 DP8090'RIGHT ON THE ENTRANCE ROAD AND GO SOUTH-SOUTHWEST FOR 0.2 MI (0.3 KM)
 DP8090'TO THE BOAT RAMP AREA AND THE MARK ON THE RIGHT, SET IN THE TOP OF A
 DP8090'CONCRETE MONUMENT NEAR THE NORTHWEST CORNER OF THE MAINTAINED AREA
 DP8090'AROUND THE BOAT RAMP, RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DP8090'GROUND AND 0.6 FT (18 CM) BELOW THE LEVEL OF THE ENTRANCE ROAD.
 DP8090'
 DP8090'LOCATED 46.0 FT (14.0 M) WEST-SOUTHWEST OF AN 18-INCH (46 CM) PINE
 DP8090'TREE, 35.6 FT (10.9 M) NORTH OF A METAL FRAMED WOODEN BENCH WITH A
 DP8090'YELLOW SURVEY MARKER STICKER ATTACHED, 26.5 FT (8.1 M) NORTH-NORTHEAST
 DP8090'OF A 21-INCH (53 CM) PINE TREE, 25.4 FT (7.7 M) WEST-NORTHWEST OF A
 DP8090'13-INCH (33 CM) PINE TREE AND 20.0 FT (6.1 M) EAST OF A 14-INCH (36
 DP8090'CM) CABBAGE PALM TREE.
 DP8090'
 DP8090'NOTE A MAGNET WAS PLACED IN THE CONCRETE BENEATH THE SURVEY DISK.
 DP8090
 DP8090                          STATION RECOVERY (2022)
 DP8090
 DP8090'RECOVERY NOTE BY US POWER SQUADRON 2022 (DLG)
 DP8090'RECOVERED IN GOOD CONDITION.
 DP8090
 DP8090                          STATION RECOVERY (2024)
 DP8090
 DP8090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2024 (JH)
 DP8090'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP8094 ***********************************************************************
 DP8094  DESIGNATION -  872 0718 D
 DP8094  PID         -  DP8094
 DP8094  STATE/COUNTY-  FL/ST JOHNS
 DP8094  COUNTRY     -  US
 DP8094  USGS QUAD   -  DINNER ISLAND NE (2018)
 DP8094
 DP8094                         *CURRENT SURVEY CONTROL
 DP8094  ______________________________________________________________________
 DP8094* NAD 83(1986) POSITION- 29 40 11.32   (N) 081 15 22.14   (W)   HD_HELD1
 DP8094* NAVD 88 ORTHO HEIGHT -     3.184 (meters)       10.45  (feet) ADJUSTED
 DP8094  ______________________________________________________________________
 DP8094  GEOID HEIGHT    -        -28.788 (meters)                     GEOID18
 DP8094  DYNAMIC HEIGHT  -          3.179 (meters)       10.43  (feet) COMP
 DP8094  MODELED GRAVITY -    979,287.2   (mgal)                       NAVD 88
 DP8094
 DP8094  VERT ORDER      -  FIRST     CLASS II
 DP8094
 DP8094.The horizontal coordinates were determined by differentially corrected
 DP8094.hand held GPS observations or other comparable positioning techniques
 DP8094.and have an estimated accuracy of +/- 3 meters.
 DP8094
 DP8094.The orthometric height was determined by differential leveling and
 DP8094.adjusted by the NATIONAL GEODETIC SURVEY
 DP8094.in October 2015.
 DP8094
 DP8094.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8094.GEOID18 height accuracy estimate available here.
 DP8094
 DP8094.Click photographs - Photos may exist for this station.
 DP8094
 DP8094.The dynamic height is computed by dividing the NAVD 88
 DP8094.geopotential number by the normal gravity value computed on the
 DP8094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8094.degrees latitude (g = 980.6199 gals.).
 DP8094
 DP8094.The modeled gravity was interpolated from observed gravity values.
 DP8094
 DP8094;                    North         East    Units  Estimated Accuracy
 DP8094;SPC FL E     -   591,295.9     175,205.0     MT  (+/- 3 meters HH1 GPS) 
 DP8094
 DP8094_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7521382226(NAD 83)
 DP8094
 DP8094                          SUPERSEDED SURVEY CONTROL
 DP8094
 DP8094.No superseded survey control is available for this station.
 DP8094
 DP8094_MARKER: DD = SURVEY DISK
 DP8094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DP8094_STAMPING: 0718 D 2015
 DP8094_MARK LOGO: FLDEP
 DP8094_PROJECTION: PROJECTING 3 CENTIMETERS
 DP8094_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP8094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DP8094+STABILITY: SURFACE MOTION
 DP8094_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8094+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2015
 DP8094
 DP8094  HISTORY     - Date     Condition        Report By
 DP8094  HISTORY     - 20150505 MONUMENTED       FLDEP
 DP8094
 DP8094                          STATION DESCRIPTION
 DP8094
 DP8094'DESCRIBED BY FL DEPT OF ENV PRO 2015 (JRH)
 DP8094'THE MARK IS ABOUT 12.5 MI (20.1 KM) SOUTH OF SAINT AUGUSTINE BEACH,
 DP8094'11.7 MI (18.8 KM) NORTH-NORTHEAST OF ESPANOLA, 10.8 MI (17.4 KM)
 DP8094'NORTHEAST OF DINNER ISLAND, IN SECTION 37, TOWNSHIP 10 SOUTH, RANGE 30
 DP8094'EAST.
 DP8094'
 DP8094'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 207 AND U.S. HIGHWAY
 DP8094'1 IN ST. AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 FOR 8.6 MI (13.8 KM) TO
 DP8094'THE INTERSECTION OF STATE ROAD 206.  CONTINUE SOUTH ON U.S. HIGHWAY 1
 DP8094'FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF FAVER DYKES ROAD ON THE LEFT.
 DP8094'TURN LEFT ON FAVER DYKES ROAD AND GO SOUTHEAST FOR 0.95 MI (1.5 KM) TO
 DP8094'A 90 DEGREE TURN.  CONTINUE NORTHEAST ON FAVER DYKES ROAD FOR 0.6 MI
 DP8094'(1.0 KM) TO THE GATED ENTRANCE OF FAVER DYKES STATE PARK, ENTERING THE
 DP8094'PARK AND CONTINUE NORTHEAST THEN CURVING SOUTHEAST FOR 1.2 MI (1.9 KM)
 DP8094'TO THE JUNCTION OF THE BOAT RAMP ENTRANCE ROAD ON THE RIGHT AND THE
 DP8094'MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 DP8094'0.1 FT (3 CM) ABOVE THE LEVEL OF THE GROUND AND 3.0 FT (0.9 M) ABOVE
 DP8094'THE LEVEL OF THE ENTRANCE ROAD.
 DP8094'
 DP8094'LOCATED 98.0 FT (29.9 M) EAST OF THE CENTERLINE OF THE BOAT RAMP
 DP8094'ENTRANCE ROAD, 61.5 FT (18.7 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DP8094'FAVER DYKES STATE PARK ROAD, 40.5 FT (12.3 M) SOUTHEAST OF A WOODEN
 DP8094'POWER POLE NUMBERED 25 OHMS 1968, 32.8 FT (10.0 M) SOUTHEAST OF A
 DP8094'YELLOW SURVEY MARK STICKER ATTACHED TO A METAL SHROUD COVERING THE GUY
 DP8094'WIRE TO THE POWER POLE AND 15.3 FT (4.7 M) WEST OF A 14-INCH (36 CM)
 DP8094'OAK TREE.
 DP8094'
 DP8094'NOTE A MAGNET WAS PLACED IN THE CONCRETE BENEATH THE SURVEY DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP8088 ***********************************************************************
 DP8088  DESIGNATION -  872 0718 E
 DP8088  PID         -  DP8088
 DP8088  STATE/COUNTY-  FL/ST JOHNS
 DP8088  COUNTRY     -  US
 DP8088  USGS QUAD   -  DINNER ISLAND NE (2018)
 DP8088
 DP8088                         *CURRENT SURVEY CONTROL
 DP8088  ______________________________________________________________________
 DP8088* NAD 83(1986) POSITION- 29 40 13.20   (N) 081 15 33.04   (W)   HD_HELD1
 DP8088* NAVD 88 ORTHO HEIGHT -     2.745 (meters)        9.01  (feet) ADJUSTED
 DP8088  ______________________________________________________________________
 DP8088  GEOID HEIGHT    -        -28.787 (meters)                     GEOID18
 DP8088  DYNAMIC HEIGHT  -          2.741 (meters)        8.99  (feet) COMP
 DP8088  MODELED GRAVITY -    979,287.2   (mgal)                       NAVD 88
 DP8088
 DP8088  VERT ORDER      -  FIRST     CLASS II
 DP8088
 DP8088.The horizontal coordinates were determined by differentially corrected
 DP8088.hand held GPS observations or other comparable positioning techniques
 DP8088.and have an estimated accuracy of +/- 3 meters.
 DP8088
 DP8088.The orthometric height was determined by differential leveling and
 DP8088.adjusted by the NATIONAL GEODETIC SURVEY
 DP8088.in October 2015.
 DP8088
 DP8088.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8088.GEOID18 height accuracy estimate available here.
 DP8088
 DP8088.Click photographs - Photos may exist for this station.
 DP8088
 DP8088.The dynamic height is computed by dividing the NAVD 88
 DP8088.geopotential number by the normal gravity value computed on the
 DP8088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8088.degrees latitude (g = 980.6199 gals.).
 DP8088
 DP8088.The modeled gravity was interpolated from observed gravity values.
 DP8088
 DP8088;                    North         East    Units  Estimated Accuracy
 DP8088;SPC FL E     -   591,354.4     174,912.1     MT  (+/- 3 meters HH1 GPS) 
 DP8088
 DP8088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7492082284(NAD 83)
 DP8088
 DP8088                          SUPERSEDED SURVEY CONTROL
 DP8088
 DP8088.No superseded survey control is available for this station.
 DP8088
 DP8088_MARKER: F = FLANGE-ENCASED ROD
 DP8088_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP8088_STAMPING: 0718 E 2015
 DP8088_MARK LOGO: NGS
 DP8088_PROJECTION: RECESSED 8 CENTIMETERS
 DP8088_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP8088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8088_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DP8088+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2015
 DP8088_ROD/PIPE-DEPTH: 11.6 meters
 DP8088
 DP8088  HISTORY     - Date     Condition        Report By
 DP8088  HISTORY     - 20150505 MONUMENTED       FLDEP
 DP8088
 DP8088                          STATION DESCRIPTION
 DP8088
 DP8088'DESCRIBED BY FL DEPT OF ENV PRO 2015 (JRH)
 DP8088'THE MARK IS ABOUT 12.4 MI (20.0 KM) SOUTH OF SAINT AUGUSTINE BEACH,
 DP8088'11.7 MI (18.8 KM) NORTH-NORTHEAST OF ESPANOLA, 10.7 MI (17.2 KM)
 DP8088'NORTHEAST OF DINNER ISLAND, IN SECTION 42, TOWNSHIP 9 SOUTH, RANGE 30
 DP8088'EAST.
 DP8088'
 DP8088'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 207 AND U.S. HIGHWAY
 DP8088'1 IN ST. AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 FOR 8.6 MI (13.8 KM) TO
 DP8088'THE INTERSECTION OF STATE ROAD 206.  CONTINUE SOUTH ON U.S. HIGHWAY 1
 DP8088'FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF FAVER DYKES ROAD ON THE LEFT.
 DP8088'TURN LEFT ON FAVER DYKES ROAD AND GO SOUTHEAST FOR 0.95 MI (1.5 KM) TO
 DP8088'A 90 DEGREE TURN.  CONTINUE NORTHEAST ON FAVER DYKES ROAD FOR 0.6 MI
 DP8088'(1.0 KM) TO THE GATED ENTRANCE OF FAVER DYKES STATE PARK, ENTERING THE
 DP8088'PARK CONTINUE NORTHEAST THEN CURVING SOUTHEAST FOR 0.95 MI (1.5 KM) TO
 DP8088'THE Y-JUNCTION INTO THE PICNIC AREA AND NATURE TRAIL ON THE RIGHT AND
 DP8088'THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DP8088'DEPTH OF 38.0 FT (11.6 M) WITH AN NATIONAL GEODETIC SURVEY LOGO CAP
 DP8088'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15
 DP8088'CM) ABOVE THE LEVEL OF THE PARK ROAD, THE DATUM POINT IS RECESSED 0.3
 DP8088'FT (9 CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DP8088'
 DP8088'LOCATED 197.0 FT (60.0 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER
 DP8088'COLUMN OF THE PICNIC PAVILION NUMBERED 22001, 130.0 FT (39.6 M)
 DP8088'SOUTH-SOUTHWEST OF THE CENTERLINE OF FAVER DYKES STATE PARK ROAD, 38.0
 DP8088'FT (11.6 M) WEST OF THE CENTERLINE OF THE PICNIC AREA ENTRANCE ROAD,
 DP8088'51.5 FT (15.7 M) NORTH-NORTHEAST OF A 12-INCH (30 CM) LIVE OAK TREE
 DP8088'AND 40.9 FT (12.5 M) NORTH-NORTHWEST OF A NATURE TRAIL SIGN.
 DP8088'
 DP8088'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DP8088'CAP.
 DP8088'
 DP8088'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DP8088'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DP8089 ***********************************************************************
 DP8089  DESIGNATION -  872 0718 F
 DP8089  PID         -  DP8089
 DP8089  STATE/COUNTY-  FL/ST JOHNS
 DP8089  COUNTRY     -  US
 DP8089  USGS QUAD   -  DINNER ISLAND NE (2018)
 DP8089
 DP8089                         *CURRENT SURVEY CONTROL
 DP8089  ______________________________________________________________________
 DP8089* NAD 83(1986) POSITION- 29 40 07.97   (N) 081 15 26.77   (W)   HD_HELD1
 DP8089* NAVD 88 ORTHO HEIGHT -     1.797 (meters)        5.90  (feet) ADJUSTED
 DP8089  ______________________________________________________________________
 DP8089  GEOID HEIGHT    -        -28.787 (meters)                     GEOID18
 DP8089  DYNAMIC HEIGHT  -          1.795 (meters)        5.89  (feet) COMP
 DP8089  MODELED GRAVITY -    979,287.1   (mgal)                       NAVD 88
 DP8089
 DP8089  VERT ORDER      -  FIRST     CLASS II
 DP8089
 DP8089.The horizontal coordinates were determined by differentially corrected
 DP8089.hand held GPS observations or other comparable positioning techniques
 DP8089.and have an estimated accuracy of +/- 3 meters.
 DP8089
 DP8089.The orthometric height was determined by differential leveling and
 DP8089.adjusted by the NATIONAL GEODETIC SURVEY
 DP8089.in October 2015.
 DP8089
 DP8089.Significant digits in the geoid height do not necessarily reflect accuracy.
 DP8089.GEOID18 height accuracy estimate available here.
 DP8089
 DP8089.Click photographs - Photos may exist for this station.
 DP8089
 DP8089.The dynamic height is computed by dividing the NAVD 88
 DP8089.geopotential number by the normal gravity value computed on the
 DP8089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DP8089.degrees latitude (g = 980.6199 gals.).
 DP8089
 DP8089.The modeled gravity was interpolated from observed gravity values.
 DP8089
 DP8089;                    North         East    Units  Estimated Accuracy
 DP8089;SPC FL E     -   591,193.0     175,080.3     MT  (+/- 3 meters HH1 GPS) 
 DP8089
 DP8089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7508882123(NAD 83)
 DP8089
 DP8089                          SUPERSEDED SURVEY CONTROL
 DP8089
 DP8089.No superseded survey control is available for this station.
 DP8089
 DP8089_MARKER: F = FLANGE-ENCASED ROD
 DP8089_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DP8089_STAMPING: 0718 F 2015
 DP8089_MARK LOGO: NGS
 DP8089_PROJECTION: RECESSED 8 CENTIMETERS
 DP8089_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DP8089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DP8089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DP8089+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2017
 DP8089_ROD/PIPE-DEPTH: 11.6 meters
 DP8089
 DP8089  HISTORY     - Date     Condition        Report By
 DP8089  HISTORY     - 20150602 MONUMENTED       FLDEP
 DP8089  HISTORY     - 20171203 GOOD             FLDEP
 DP8089
 DP8089                          STATION DESCRIPTION
 DP8089
 DP8089'DESCRIBED BY FL DEPT OF ENV PRO 2015 (JRH)
 DP8089'THE MARK IS ABOUT 12.5 MI (20.1 KM) SOUTH OF SAINT AUGUSTINE BEACH,
 DP8089'11.6 MI (18.7 KM) NORTH-NORTHEAST OF ESPANOLA, 10.7 MI (17.2 KM)
 DP8089'NORTHEAST OF DINNER ISLAND, IN SECTION 37, TOWNSHIP 10 SOUTH, RANGE 30
 DP8089'EAST.
 DP8089'
 DP8089'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 207 AND U.S. HIGHWAY
 DP8089'1 IN ST. AUGUSTINE, GO SOUTH ON U.S. HIGHWAY 1 FOR 8.6 MI (13.8 KM) TO
 DP8089'THE INTERSECTION OF STATE ROAD 206.  CONTINUE SOUTH ON U.S. HIGHWAY 1
 DP8089'FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF FAVOR DYKES ROAD ON THE LEFT.
 DP8089'TURN LEFT ON FAVER DYKES ROAD AND GO SOUTHEAST FOR 0.95 MI (1.5 KM) TO
 DP8089'A 90 DEGREE TURN.  CONTINUE NORTHEAST ON FAVER DYKES ROAD FOR 0.6 MI
 DP8089'(1.0 KM) TO THE GATED ENTRANCE OF FAVER DYKES STATE PARK, ENTERING THE
 DP8089'PARK AND CONTINUE NORTHEAST THEN CURVING SOUTHEAST FOR 0.95 MI (1.5
 DP8089'KM) TO THE Y-JUNCTION INTO THE PICNIC AREA AND NATURE TRAIL ON THE
 DP8089'RIGHT.  CONTINUE SOUTHEAST FOR 0.15 MI (0.2 KM) T0 A CURVE IN THE ROAD
 DP8089'AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT
 DP8089'A DEPTH OF 38.0 FT (11.6 M) WITH AND NATIONAL GEODETIC SURVEY LOGO CAP
 DP8089'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15
 DP8089'CM) ABOVE THE LEVEL OF THE PARK ROAD, THE DATUM POINT IS RECESSED 0.2
 DP8089'FT (6 CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DP8089'
 DP8089'LOCATED ABOUT 340.0 FT (103.6 M) NORTH-NORTHEAST OF CONCRETE MONUMENT
 DP8089'0718 C, ABOUT 266.0 FT (81.1 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DP8089'THE FAVOR DYKES MAIN ENTRANCE ROAD, ABOUT 257.0 FT (78.3 M) NORTHWEST
 DP8089'OF THE ROAD LEADING TO THE BOAT RAMP, 166.0 FT (50.6 M) SOUTH OF A
 DP8089'10-INCH (25 CM) LOBLOLLY PINE TREE WITH A BEND NEAR THE TOP AND 1.0 FT
 DP8089'(0.3 M) EAST OF A CARSONITE WITNESS POST.
 DP8089'
 DP8089'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY CAP.
 DP8089'
 DP8089'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DP8089'NATIONAL GEODETIC SURVEY LOGO CAP.
 DP8089
 DP8089                          STATION RECOVERY (2017)
 DP8089
 DP8089'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (JRH)
 DP8089'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1927 ***********************************************************************
 AQ1927  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1927  DESIGNATION -  872 0729 A TIDAL
 AQ1927  PID         -  AQ1927
 AQ1927  STATE/COUNTY-  FL/FLAGLER
 AQ1927  COUNTRY     -  US
 AQ1927  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1927
 AQ1927                         *CURRENT SURVEY CONTROL
 AQ1927  ______________________________________________________________________
 AQ1927* NAD 83(1986) POSITION- 29 37 54.     (N) 081 12 36.     (W)   SCALED
 AQ1927* NAVD 88 ORTHO HEIGHT -     1.350 (meters)        4.43  (feet) ADJUSTED
 AQ1927  ______________________________________________________________________
 AQ1927  GEOID HEIGHT    -        -28.789 (meters)                     GEOID18
 AQ1927  DYNAMIC HEIGHT  -          1.348 (meters)        4.42  (feet) COMP
 AQ1927  MODELED GRAVITY -    979,284.8   (mgal)                       NAVD 88
 AQ1927
 AQ1927  VERT ORDER      -  SECOND    CLASS I
 AQ1927
 AQ1927.The horizontal coordinates were scaled from a map and have
 AQ1927.an estimated accuracy of +/- 6 seconds.
 AQ1927
 AQ1927.The orthometric height was determined by differential leveling and
 AQ1927.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1927.in June 1991.
 AQ1927
 AQ1927.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1927.GEOID18 height accuracy estimate available here.
 AQ1927
 AQ1927.This Tidal Bench Mark is designated as VM 5242
 AQ1927.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1927
 AQ1927.Click photographs - Photos may exist for this station.
 AQ1927
 AQ1927.The dynamic height is computed by dividing the NAVD 88
 AQ1927.geopotential number by the normal gravity value computed on the
 AQ1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1927.degrees latitude (g = 980.6199 gals.).
 AQ1927
 AQ1927.The modeled gravity was interpolated from observed gravity values.
 AQ1927
 AQ1927;                    North         East    Units  Estimated Accuracy
 AQ1927;SPC FL E     -   587,060.      179,670.      MT  (+/- 180 meters Scaled)
 AQ1927
 AQ1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN796779(NAD 83)
 AQ1927
 AQ1927                          SUPERSEDED SURVEY CONTROL
 AQ1927
 AQ1927  NGVD 29 (09/01/92)    1.663  (m)            5.46   (f) ADJUSTED    2 1
 AQ1927
 AQ1927.Superseded values are not recommended for survey control.
 AQ1927
 AQ1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1927.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1927
 AQ1927_MARKER: DJ = TIDAL STATION DISK
 AQ1927_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AQ1927_STAMPING: 0729 A 1978
 AQ1927_MARK LOGO: NOS
 AQ1927_PROJECTION: RECESSED 8 CENTIMETERS
 AQ1927_MAGNETIC: I = MARKER IS A STEEL ROD
 AQ1927_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1927+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2004
 AQ1927
 AQ1927  HISTORY     - Date     Condition        Report By
 AQ1927  HISTORY     - 1978     MONUMENTED       NOS
 AQ1927  HISTORY     - 1978     GOOD             FLDNR
 AQ1927  HISTORY     - 1987     GOOD             FLDNR
 AQ1927  HISTORY     - 1988     GOOD             USPSQD
 AQ1927  HISTORY     - 20041205 GOOD             FLDEP
 AQ1927
 AQ1927                          STATION DESCRIPTION
 AQ1927
 AQ1927'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1927'2.5 MI SOUTH FROM MARINELAND.
 AQ1927'BEGINNING AT THE ADMINISTRATION BUILDING AT MARINELAND, PROCEED 2.5
 AQ1927'MILES SOUTH ALONG STATE HIGHWAY A1A TO THE ENTRANCE FOR WASHINGTON
 AQ1927'OAKS GARDENS STATE PARK, THENCE PROCEED 0.25 MILE WEST ALONG THE MAIN
 AQ1927'ENTRANCE ROAD OF THE PARK TO AN INTERSECTION WITH A NORTH-SOUTH PAVED
 AQ1927'ROAD, THENCE PROCEED 0.1 MILE SOUTH ALONG THE NORTH-SOUTH PAVED ROAD
 AQ1927'TO AN INTERSECTION WITH A DIRT ROAD LEADING WEST TO THE TIDE GAGE
 AQ1927'STATION, PROCEED 0.2 MILE WESTERLY ALONG THE DIRT ROAD TO A FORK IN
 AQ1927'THE ROAD AND THE LOCATION OF THE MARK, THE MARK BEARS 36.5 FEET SOUTH
 AQ1927'OF THE FORK IN THE ROAD, 66.9 FEET NORTH OF A CONCRETE SEAWALL, AND
 AQ1927'225 FEET NORTHWEST OF THE MUSEUM.  0.3 FOOT BELOW GROUND LEVEL.
 AQ1927
 AQ1927                          STATION RECOVERY (1987)
 AQ1927
 AQ1927'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1927'RECOVERED AS DESCRIBED.
 AQ1927
 AQ1927                          STATION RECOVERY (1988)
 AQ1927
 AQ1927'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1927'RECOVERED IN GOOD CONDITION.
 AQ1927
 AQ1927                          STATION RECOVERY (2004)
 AQ1927
 AQ1927'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JRH)
 AQ1927'THE MARK IS ABOUT 2.7 MI (4.3 KM) SOUTH OF MARINELAND, IN SECTION 39,
 AQ1927'TOWNSHIP 10 SOUTH, RANGE 31 EAST.
 AQ1927'
 AQ1927'TO REACH THE MARK FROM THE ONLY CAUTION LIGHT IN MARINELAND ON STATE
 AQ1927'ROAD A1A, GO SOUTH ON STATE ROAD A1A FOR 2.5 MI (4.0 KM) TO THE
 AQ1927'ENTRANCE OF WASHINGTON OAKS GARDENS STATE PARK.  TURN RIGHT ON THE
 AQ1927'ENTRANCE ROAD AND GO WEST FOR 0.25 MI (0.4 KM) TO A T-JUNCTION OF A
 AQ1927'PAVED ROAD RUNNING NORTH AND SOUTH.  TURN LEFT ON THE PAVED ROAD AND
 AQ1927'GO SOUTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A DIRT ROAD LEADING
 AQ1927'WEST.  TURN RIGHT ON THE DIRT ROAD AND GO WESTERLY TO A FORK IN THE
 AQ1927'ROAD AND THE MARK ON THE LEFT, A NOS DISK CRIMPED TO THE TOP OF A
 AQ1927'COPPER-CLAD ROD AND ENCASED IN A 4-INCH (10 CM) PVC PIPE RECESSED 0.3
 AQ1927'FT (9 CM) BELOW THE LEVEL OF THE GROUND.
 AQ1927'
 AQ1927'LOCATED 200.0 FT (61.0 M) NORTH-NORTHWEST OF THE WASHINGTON OAKS STATE
 AQ1927'GARDENS MUSEUM, 115.3 EAST-NORTHEAST OF THE NORTH CORNER OF THE WEST
 AQ1927'FACE OF THE 1.4 FT (0.4 M) CONCRETE SEAWALL, 61.4 FT (18.7 M)
 AQ1927'SOUTHWEST OF THE NORTHEAST END OF THE SEAWALL, 58.2 FT (17.7 M) EAST
 AQ1927'OF THE NORTHEAST END OF THE SEAWALL, 36.5 FT (11.1 M) SOUTH OF A FORK
 AQ1927'IN THE DIRT ROAD FROM THE MUSEUM BUILDING LEADING TO THE SEA WALLED
 AQ1927'FISHING AREA AND 1.0 FT (0.3 M) WEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1926 ***********************************************************************
 AQ1926  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1926  DESIGNATION -  872 0729 B TIDAL
 AQ1926  PID         -  AQ1926
 AQ1926  STATE/COUNTY-  FL/FLAGLER
 AQ1926  COUNTRY     -  US
 AQ1926  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1926
 AQ1926                         *CURRENT SURVEY CONTROL
 AQ1926  ______________________________________________________________________
 AQ1926* NAD 83(1986) POSITION- 29 38 01.6    (N) 081 12 29.8    (W)   HD_HELD2
 AQ1926* NAVD 88 ORTHO HEIGHT -     2.674 (meters)        8.77  (feet) ADJUSTED
 AQ1926  ______________________________________________________________________
 AQ1926  GEOID HEIGHT    -        -28.791 (meters)                     GEOID18
 AQ1926  DYNAMIC HEIGHT  -          2.670 (meters)        8.76  (feet) COMP
 AQ1926  MODELED GRAVITY -    979,285.1   (mgal)                       NAVD 88
 AQ1926
 AQ1926  VERT ORDER      -  FIRST     CLASS II
 AQ1926
 AQ1926.The horizontal coordinates were established by autonomous hand held GPS
 AQ1926.observations and have an estimated accuracy of +/- 10 meters.
 AQ1926
 AQ1926.The orthometric height was determined by differential leveling and
 AQ1926.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1926.in June 1991.
 AQ1926
 AQ1926.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1926.GEOID18 height accuracy estimate available here.
 AQ1926
 AQ1926.This Tidal Bench Mark is designated as VM 5243
 AQ1926.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1926
 AQ1926.Click photographs - Photos may exist for this station.
 AQ1926
 AQ1926.The dynamic height is computed by dividing the NAVD 88
 AQ1926.geopotential number by the normal gravity value computed on the
 AQ1926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1926.degrees latitude (g = 980.6199 gals.).
 AQ1926
 AQ1926.The modeled gravity was interpolated from observed gravity values.
 AQ1926
 AQ1926;                    North         East    Units  Estimated Accuracy
 AQ1926;SPC FL E     -   587,293.      179,832.      MT  (+/- 10 meters HH2 GPS)
 AQ1926
 AQ1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN7983878224(NAD 83)
 AQ1926
 AQ1926                          SUPERSEDED SURVEY CONTROL
 AQ1926
 AQ1926  NGVD 29 (09/01/92)    2.986  (m)            9.80   (f) ADJUSTED    1 2
 AQ1926
 AQ1926.Superseded values are not recommended for survey control.
 AQ1926
 AQ1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1926.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1926
 AQ1926_MARKER: DD = SURVEY DISK
 AQ1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1926_STAMPING: 0729 B 1978 CLB
 AQ1926_MARK LOGO: FLDNR
 AQ1926_PROJECTION: RECESSED 3 CENTIMETERS
 AQ1926_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1926+STABILITY: SURFACE MOTION
 AQ1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1926+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2004
 AQ1926
 AQ1926  HISTORY     - Date     Condition        Report By
 AQ1926  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ1926  HISTORY     - 1987     GOOD             FLDNR
 AQ1926  HISTORY     - 1988     GOOD             USPSQD
 AQ1926  HISTORY     - 19910323 GOOD             NGS
 AQ1926  HISTORY     - 20041205 GOOD             FLDEP
 AQ1926
 AQ1926                          STATION DESCRIPTION
 AQ1926
 AQ1926'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1926'2.5 MI SOUTH FROM MARINELAND.
 AQ1926'BEGINNING AT THE ADMINSTRATION BUILDING AT MARINELAND, PROCEED 2.5
 AQ1926'MILES SOUTH ALONG STATE HIGHWAY A1A TO THE ENTRANCE OF WASHINGTON OAKS
 AQ1926'GARDENS STATE PARK, PROCEED 0.25 MILE WEST ALONG THE MAIN ENTRANCE
 AQ1926'ROAD OF THE PARK TO AN INTERSECTION WITH A NORTH-SOUTH PAVED ROAD AND
 AQ1926'THE LOCATION OF THE MARK, THE MARK BEARS 38.0 FEET EAST OF THE CENTER
 AQ1926'LINE OF THE NORTH-SOUTH PAVED ROAD, 49.0 FEET NORTH OF THE CENTERLINE
 AQ1926'OF THE MAIN ENTRANCE ROAD TO THE PARK, 5.0 FEET SOUTH OF TREE LINE,
 AQ1926'AND 32.3 FEET NORTHEAST OF A STOP SIGN.  0.1 FOOT BELOW GROUND LEVEL.
 AQ1926
 AQ1926                          STATION RECOVERY (1987)
 AQ1926
 AQ1926'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1926'RECOVERED AS DESCRIBED.
 AQ1926
 AQ1926                          STATION RECOVERY (1988)
 AQ1926
 AQ1926'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1926'RECOVERED IN GOOD CONDITION.
 AQ1926
 AQ1926                          STATION RECOVERY (1991)
 AQ1926
 AQ1926'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1926'19.4 KM (12.1 MI) NORTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ1926'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 100 (MOODY BOULEVARD)
 AQ1926'IN FLAGLER BEACH, THENCE 0.4 KM (0.2 MI) WESTERLY ALONG THE
 AQ1926'WASHINGTON OAKS STATE GARDENS PARK ENTRANCE ROAD, 14.8 M (48.6 FT)
 AQ1926'NORTH OF AND LEVEL WITH THE ROAD CENTER, 11.7 M (38.4 FT) EAST OF THE
 AQ1926'CENTER OF A PAVED ROAD, 0.3 M (1.0 FT) SOUTH OF A WITNESS POST, AND
 AQ1926'THE MONUMENT IS RECESSED 0.05 M (0.16 FT) BELOW THE GROUND SURFACE.
 AQ1926
 AQ1926                          STATION RECOVERY (2004)
 AQ1926
 AQ1926'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JRH)
 AQ1926'THE MARK IS ABOUT 2.5 MI (4.0 KM) SOUTH OF MARINELAND, IN SECTION 39,
 AQ1926'TOWNSHIP 10 SOUTH, RANGE 31 EAST.
 AQ1926'
 AQ1926'TO REACH THE MARK FROM THE ONLY CAUTION LIGHT IN MARINELAND ON STATE
 AQ1926'ROAD A1A, GO SOUTH ON STATE ROAD A1A FOR 2.5 MI (4.0 KM) TO THE
 AQ1926'ENTRANCE ROAD TO WASHINGTON OAKS GARDENS STATE PARK ON THE RIGHT.
 AQ1926'TURN RIGHT ON THE ENTRANCE ROAD AND GO WEST FOR 0.25 MI (0.4 KM) TO A
 AQ1926'T-JUNCTION OF A NORTH-SOUTH PAVED ROAD AND THE MARK ON THE RIGHT, SET
 AQ1926'IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.1 FT (0.0 M) BELOW
 AQ1926'THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE ENTRANCE ROAD.
 AQ1926'
 AQ1926'LOCATED 49.8 FT (15.2 M) NORTH OF THE CENTERLINE OF THE ENTRANCE ROAD,
 AQ1926'35.6 FT (10.9 M) EAST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD TO THE
 AQ1926'GARDEN AND PICNIC AREA, 32.0 FT (9.8 M) NORTHEAST OF A STOP SIGN AND
 AQ1926'1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1925 ***********************************************************************
 AQ1925  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1925  DESIGNATION -  872 0729 C TIDAL
 AQ1925  PID         -  AQ1925
 AQ1925  STATE/COUNTY-  FL/FLAGLER
 AQ1925  COUNTRY     -  US
 AQ1925  USGS QUAD   -  MATANZAS INLET (2018)
 AQ1925
 AQ1925                         *CURRENT SURVEY CONTROL
 AQ1925  ______________________________________________________________________
 AQ1925* NAD 83(1986) POSITION- 29 38 03.4    (N) 081 12 21.5    (W)   HD_HELD2
 AQ1925* NAVD 88 ORTHO HEIGHT -     1.511 (meters)        4.96  (feet) ADJUSTED
 AQ1925  ______________________________________________________________________
 AQ1925  GEOID HEIGHT    -        -28.793 (meters)                     GEOID18
 AQ1925  DYNAMIC HEIGHT  -          1.509 (meters)        4.95  (feet) COMP
 AQ1925  MODELED GRAVITY -    979,285.3   (mgal)                       NAVD 88
 AQ1925
 AQ1925  VERT ORDER      -  SECOND    CLASS I
 AQ1925
 AQ1925.The horizontal coordinates were established by autonomous hand held GPS
 AQ1925.observations and have an estimated accuracy of +/- 10 meters.
 AQ1925
 AQ1925.The orthometric height was determined by differential leveling and
 AQ1925.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1925.in July 2011.
 AQ1925
 AQ1925.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1925.GEOID18 height accuracy estimate available here.
 AQ1925
 AQ1925.This Tidal Bench Mark is designated as VM 5244
 AQ1925.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1925
 AQ1925.Click photographs - Photos may exist for this station.
 AQ1925
 AQ1925.The dynamic height is computed by dividing the NAVD 88
 AQ1925.geopotential number by the normal gravity value computed on the
 AQ1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1925.degrees latitude (g = 980.6199 gals.).
 AQ1925
 AQ1925.The modeled gravity was interpolated from observed gravity values.
 AQ1925
 AQ1925;                    North         East    Units  Estimated Accuracy
 AQ1925;SPC FL E     -   587,348.      180,055.      MT  (+/- 10 meters HH2 GPS)
 AQ1925
 AQ1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8006178279(NAD 83)
 AQ1925
 AQ1925                          SUPERSEDED SURVEY CONTROL
 AQ1925
 AQ1925  NAVD 88 (05/20/94)    1.513  (m)            4.96   (f) SUPERSEDED  1 2
 AQ1925  NAVD 88 (06/15/91)    1.517  (m)            4.98   (f) SUPERSEDED  1 2
 AQ1925  NGVD 29 (09/01/92)    1.828  (m)            6.00   (f) ADJUSTED    1 2
 AQ1925
 AQ1925.Superseded values are not recommended for survey control.
 AQ1925
 AQ1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1925.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1925
 AQ1925_MARKER: DD = SURVEY DISK
 AQ1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1925_STAMPING: 0729 C 1978 CLB
 AQ1925_MARK LOGO: FLDNR
 AQ1925_PROJECTION: FLUSH
 AQ1925_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1925+STABILITY: SURFACE MOTION
 AQ1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1925+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2004
 AQ1925
 AQ1925  HISTORY     - Date     Condition        Report By
 AQ1925  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ1925  HISTORY     - 1987     GOOD             FLDNR
 AQ1925  HISTORY     - 1988     GOOD             USPSQD
 AQ1925  HISTORY     - 19910323 GOOD             NGS
 AQ1925  HISTORY     - 20041205 GOOD             FLDEP
 AQ1925
 AQ1925                          STATION DESCRIPTION
 AQ1925
 AQ1925'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1925'2.5 MI SOUTH FROM MARINELAND.
 AQ1925'BEGINNING AT THE ADMINISTRATION BUILDING AT MARINELAND, PROCEED 2.5
 AQ1925'MILES SOUTH ALONG STATE HIGHWAY A1A TO THE ENTRANCE FOR WASHINGTON
 AQ1925'OAKS GARDENS STATE PARK, PROCEED 0.1 MILE WEST ON THE MAIN PAVED
 AQ1925'ROAD TO THE PARK ENTRANCE BUILDING AND THE LOCATION OF THE MARK, THE
 AQ1925'MARK BEARS 37 FEET SOUTH OF THE SOUTHEAST CORNER OF THE PARK ENTRANCE
 AQ1925'BUILDING, 5.0 FEET NORTH OF THE TREE LINE, 32.0 FEET SOUTH OF THE
 AQ1925'CENTERLINE OF THE EASTBOUND LANE OF THE MAIN ENTRANCE ROAD.  0.1 FOOT
 AQ1925'BELOW GROUND LEVEL.
 AQ1925
 AQ1925                          STATION RECOVERY (1987)
 AQ1925
 AQ1925'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1925'RECOVERED AS DESCRIBED.
 AQ1925
 AQ1925                          STATION RECOVERY (1988)
 AQ1925
 AQ1925'RECOVERY NOTE BY US POWER SQUADRON 1988 (JD)
 AQ1925'RECOVERED IN GOOD CONDITION.
 AQ1925
 AQ1925                          STATION RECOVERY (1991)
 AQ1925
 AQ1925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1925'19.4 KM (12.1 MI) NORTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ1925'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 100 (MOODY BOULEVARD)
 AQ1925'IN FLAGLER BEACH, THENCE 0.1 KM (0.1 MI) WESTERLY ALONG THE
 AQ1925'WASHINGTON OAKS STATE GARDENS PARK ENTRANCE ROAD, 12.9 M (42.3 FT)
 AQ1925'SOUTHEAST OF THE SOUTHWEST CORNER OF THE TOLL BOOTH, 11.2 M (36.7 FT)
 AQ1925'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE BUILDING, 9.4 M
 AQ1925'(30.8 FT) SOUTH OF THE CENTER OF THE EASTBOUND LANE OF THE ROAD, 0.3
 AQ1925'M (1.0 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AQ1925'THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AQ1925
 AQ1925                          STATION RECOVERY (2004)
 AQ1925
 AQ1925'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JRH)
 AQ1925'THE MARK IS ABOUT 2.5 MI (4.0 KM) SOUTH OF MARINELAND, IN SECTION 39,
 AQ1925'TOWNSHIP 10 SOUTH, RANGE 31 EAST.
 AQ1925'
 AQ1925'TO REACH THE MARK FROM THE ONLY CAUTION LIGHT IN MARINELAND ON STATE
 AQ1925'ROAD A1A, GO SOUTH ON STATE ROAD A1A FOR 2.5 MI (4.0 KM) TO THE
 AQ1925'ENTRANCE ROAD TO WASHINGTON OAKS GARDENS STATE PARK ON THE RIGHT.
 AQ1925'TURN RIGHT ON THE ENTRANCE ROAD AND GO WEST FOR 0.1 MI (0.2 KM) TO THE
 AQ1925'PARK ENTRANCE BUILDING AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 AQ1925'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 0.5 FT (15 CM) BELOW
 AQ1925'THE LEVEL OF THE ENTRANCE ROAD.
 AQ1925'
 AQ1925'LOCATED 42.3 FT (12.9 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 AQ1925'SOUTH FACE OF THE ENTRANCE BUILDING, 38.8 FT (11.8 M) SOUTH-SOUTHEAST
 AQ1925'OF THE SOUTHEAST CORNER OF THE SOUTH FACE OF THE ENTRANCE BUILDING,
 AQ1925'32.0 FT (9.8 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF THE
 AQ1925'ENTRANCE ROAD AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2712 ***********************************************************************
 AQ2712  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2712  DESIGNATION -  872 0729 F TIDAL
 AQ2712  PID         -  AQ2712
 AQ2712  STATE/COUNTY-  FL/FLAGLER
 AQ2712  COUNTRY     -  US
 AQ2712  USGS QUAD   -  MATANZAS INLET (2018)
 AQ2712
 AQ2712                         *CURRENT SURVEY CONTROL
 AQ2712  ______________________________________________________________________
 AQ2712* NAD 83(1986) POSITION- 29 37 57.     (N) 081 12 29.     (W)   SCALED
 AQ2712* NAVD 88 ORTHO HEIGHT -     2.702 (meters)        8.86  (feet) ADJUSTED
 AQ2712  ______________________________________________________________________
 AQ2712  GEOID HEIGHT    -        -28.791 (meters)                     GEOID18
 AQ2712  DYNAMIC HEIGHT  -          2.698 (meters)        8.85  (feet) COMP
 AQ2712  MODELED GRAVITY -    979,285.0   (mgal)                       NAVD 88
 AQ2712
 AQ2712  VERT ORDER      -  FIRST     CLASS II
 AQ2712
 AQ2712.The horizontal coordinates were scaled from a map and have
 AQ2712.an estimated accuracy of +/- 6 seconds.
 AQ2712
 AQ2712.The orthometric height was determined by differential leveling and
 AQ2712.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2712.in May 1994.
 AQ2712
 AQ2712.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2712.GEOID18 height accuracy estimate available here.
 AQ2712
 AQ2712.This Tidal Bench Mark is designated as VM 5245
 AQ2712.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2712
 AQ2712.This Tidal Bench Mark is designated as VM 24707
 AQ2712.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2712
 AQ2712.Click photographs - Photos may exist for this station.
 AQ2712
 AQ2712.The dynamic height is computed by dividing the NAVD 88
 AQ2712.geopotential number by the normal gravity value computed on the
 AQ2712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2712.degrees latitude (g = 980.6199 gals.).
 AQ2712
 AQ2712.The modeled gravity was interpolated from observed gravity values.
 AQ2712
 AQ2712;                    North         East    Units  Estimated Accuracy
 AQ2712;SPC FL E     -   587,150.      179,850.      MT  (+/- 180 meters Scaled)
 AQ2712
 AQ2712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN798780(NAD 83)
 AQ2712
 AQ2712                          SUPERSEDED SURVEY CONTROL
 AQ2712
 AQ2712  NGVD 29 (09/01/92)    3.015  (m)            9.89   (f) ADJUSTED    1 2
 AQ2712
 AQ2712.Superseded values are not recommended for survey control.
 AQ2712
 AQ2712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2712.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2712
 AQ2712_MARKER: DJ = TIDAL STATION DISK
 AQ2712_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AQ2712_STAMPING: 0729 F 1987
 AQ2712_MARK LOGO: NOS
 AQ2712_PROJECTION: PROJECTING 5 CENTIMETERS
 AQ2712_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ2712_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AQ2712+STABILITY: POSITION/ELEVATION WELL
 AQ2712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2712+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1991
 AQ2712_ROD/PIPE-DEPTH: 19.2 meters
 AQ2712
 AQ2712  HISTORY     - Date     Condition        Report By
 AQ2712  HISTORY     - 1987     MONUMENTED       NOS
 AQ2712  HISTORY     - 1987     GOOD             FLDNR
 AQ2712  HISTORY     - 19910323 GOOD             NGS
 AQ2712
 AQ2712                          STATION DESCRIPTION
 AQ2712
 AQ2712'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AQ2712'BEGIN AT THE ADMINISTRATION BUILDING AT MARINELAND, GO 2.5 MILES SOUTH
 AQ2712'ALONG STATE HIGHWAY A1A TO THE ENTRANCE OF WASHINGTON OAKS GARDENS
 AQ2712'STATE PARK, GO 0.25 MILE WEST ALONG THE MAIN ENTRANCE ROAD TO THE
 AQ2712'JUNCTION OF A NORTH-SOUTH ROAD, GO 0.07 MILE SOUTH ALONG NORTH-SOUTH
 AQ2712'ROAD TO THE MARK.  THE MARK BEARS 20.6 FEET WEST OF THE CENTERLINE,
 AQ2712'AND 34.0 FEET NORTH OF THE CENTERLINE OF A DIRT ROAD.  THE MARK IS 3.2
 AQ2712'E FROM A WHITNESS POST.
 AQ2712
 AQ2712                          STATION RECOVERY (1991)
 AQ2712
 AQ2712'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ2712'19.4 KM (12.1 MI) NORTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ2712'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 100 (MOODY BOULEVARD)
 AQ2712'IN FLAGLER BEACH, THENCE 0.4 KM (0.2 MI) WESTERLY ALONG THE
 AQ2712'WASHINGTON OAKS STATE GARDENS PARK ENTRANCE ROAD, THENCE 0.1 KM
 AQ2712'(0.1 MI) SOUTHERLY ALONG A PAVED ROAD, 9.4 M (30.8 FT) NORTH OF THE
 AQ2712'CENTER OF A SERVICE ROAD, 5.9 M (19.4 FT) WEST OF THE ROAD CENTER,
 AQ2712'0.9 M (3.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) BELOW THE
 AQ2712'LEVEL OF THE ROAD.  NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE
 AQ2712'THAT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2711 ***********************************************************************
 AQ2711  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2711  DESIGNATION -  872 0729 G TIDAL
 AQ2711  PID         -  AQ2711
 AQ2711  STATE/COUNTY-  FL/FLAGLER
 AQ2711  COUNTRY     -  US
 AQ2711  USGS QUAD   -  MATANZAS INLET (2018)
 AQ2711
 AQ2711                         *CURRENT SURVEY CONTROL
 AQ2711  ______________________________________________________________________
 AQ2711* NAD 83(1986) POSITION- 29 37 32.     (N) 081 12 21.     (W)   SCALED
 AQ2711* NAVD 88 ORTHO HEIGHT -     3.003 (meters)        9.85  (feet) ADJUSTED
 AQ2711  ______________________________________________________________________
 AQ2711  GEOID HEIGHT    -        -28.787 (meters)                     GEOID18
 AQ2711  DYNAMIC HEIGHT  -          2.999 (meters)        9.84  (feet) COMP
 AQ2711  MODELED GRAVITY -    979,284.5   (mgal)                       NAVD 88
 AQ2711
 AQ2711  VERT ORDER      -  FIRST     CLASS II
 AQ2711
 AQ2711.The horizontal coordinates were scaled from a map and have
 AQ2711.an estimated accuracy of +/- 6 seconds.
 AQ2711
 AQ2711.The orthometric height was determined by differential leveling and
 AQ2711.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2711.in May 1994.
 AQ2711
 AQ2711.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2711.GEOID18 height accuracy estimate available here.
 AQ2711
 AQ2711.This Tidal Bench Mark is designated as VM 5246
 AQ2711.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2711
 AQ2711.Click photographs - Photos may exist for this station.
 AQ2711
 AQ2711.The dynamic height is computed by dividing the NAVD 88
 AQ2711.geopotential number by the normal gravity value computed on the
 AQ2711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2711.degrees latitude (g = 980.6199 gals.).
 AQ2711
 AQ2711.The modeled gravity was interpolated from observed gravity values.
 AQ2711
 AQ2711;                    North         East    Units  Estimated Accuracy
 AQ2711;SPC FL E     -   586,380.      180,070.      MT  (+/- 180 meters Scaled)
 AQ2711
 AQ2711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN800773(NAD 83)
 AQ2711
 AQ2711                          SUPERSEDED SURVEY CONTROL
 AQ2711
 AQ2711  NGVD 29 (09/01/92)    3.319  (m)           10.89   (f) ADJUSTED    1 2
 AQ2711
 AQ2711.Superseded values are not recommended for survey control.
 AQ2711
 AQ2711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2711.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2711
 AQ2711_MARKER: DJ = TIDAL STATION DISK
 AQ2711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2711_STAMPING: 0729 G 1987
 AQ2711_MARK LOGO: NOS
 AQ2711_PROJECTION: FLUSH
 AQ2711_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AQ2711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2711+STABILITY: SURFACE MOTION
 AQ2711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2711+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1991
 AQ2711
 AQ2711  HISTORY     - Date     Condition        Report By
 AQ2711  HISTORY     - 1987     MONUMENTED       NOS
 AQ2711  HISTORY     - 1987     GOOD             FLDNR
 AQ2711  HISTORY     - 19910323 GOOD             NGS
 AQ2711
 AQ2711                          STATION DESCRIPTION
 AQ2711
 AQ2711'DESCRIBED BY FL DEPT OF NAT RES 1987 (RWH)
 AQ2711'BEGIN AT THE ADMINISTRATION BUILDING AT MARINELAND, GO 2.5 MILES SOUTH
 AQ2711'ALONG STATE HIGHWAY A1A TO THE ENTRANCE OF WASHINGTON OAKS GARDENS
 AQ2711'STATE PARK, GO 0.25 MILE WEST ALONG THE MAIN ENTRANCE ROAD TO THE
 AQ2711'JUNCTION OF A NORTH-SOUTH ROAD, GO 0.6 MILE SOUTH ALONG NORTH-SOUTH
 AQ2711'ROAD TO ITS END AND THE MARK.  THE MARK BEARS 12.0 FEET EAST OF THE
 AQ2711'CENTERLINE, 21.5 FEET EAST OF A POWER POLE, AND 52.0 FEET SOUTH OF THE
 AQ2711'EXTENDED CENTERLINE OF THE EXIT ROAD FOR THE PICNIC AREA (A DIRT
 AQ2711'ROAD).  THE MARK IS 0.5 E FROM A WHITNESS POST.
 AQ2711
 AQ2711                          STATION RECOVERY (1991)
 AQ2711
 AQ2711'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ2711'19.4 KM (12.1 MI) NORTHERLY ALONG STATE HIGHWAY A1A (OCEAN SHORE
 AQ2711'BOULEVARD) FROM THE JUNCTION OF STATE HIGHWAY 100 (MOODY BOULEVARD)
 AQ2711'IN FLAGLER BEACH, THENCE 0.4 KM (0.2 MI) WESTERLY ALONG THE
 AQ2711'WASHINGTON OAKS STATE GARDENS PARK ENTRANCE ROAD, THENCE 0.9 KM
 AQ2711'(0.6 MI) SOUTHERLY ALONG A PAVED ROAD, 14.8 M (48.6 FT) SOUTH OF THE
 AQ2711'EXTENDED CENTER OF THE SOUTH ENTRANCE TO A PICNIC AREA, 6.6 M
 AQ2711'(21.7 FT) EAST OF A UTILITY POLE, 3.6 M (11.8 FT) EAST OF AND LEVEL
 AQ2711'WITH THE ROAD CENTER, 0.2 M (0.7 FT) NORTH OF A WITNESS POST, AND THE
 AQ2711'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4085 ***********************************************************************
 DM4085  DESIGNATION -  872 0729 H
 DM4085  PID         -  DM4085
 DM4085  STATE/COUNTY-  FL/FLAGLER
 DM4085  COUNTRY     -  US
 DM4085  USGS QUAD   -  BEVERLY BEACH (2018)
 DM4085
 DM4085                         *CURRENT SURVEY CONTROL
 DM4085  ______________________________________________________________________
 DM4085* NAD 83(1986) POSITION- 29 37 28.     (N) 081 12 19.     (W)   SCALED
 DM4085* NAVD 88 ORTHO HEIGHT -     3.084 (meters)       10.12  (feet) ADJUSTED
 DM4085  ______________________________________________________________________
 DM4085  GEOID HEIGHT    -        -28.786 (meters)                     GEOID18
 DM4085  DYNAMIC HEIGHT  -          3.080 (meters)       10.11  (feet) COMP
 DM4085  MODELED GRAVITY -    979,284.4   (mgal)                       NAVD 88
 DM4085
 DM4085  VERT ORDER      -  SECOND    CLASS I
 DM4085
 DM4085.The horizontal coordinates were scaled from a map and have
 DM4085.an estimated accuracy of +/- 6 seconds.
 DM4085
 DM4085.The orthometric height was determined by differential leveling and
 DM4085.adjusted by the NATIONAL GEODETIC SURVEY
 DM4085.in July 2011.
 DM4085
 DM4085.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4085.GEOID18 height accuracy estimate available here.
 DM4085
 DM4085.Click photographs - Photos may exist for this station.
 DM4085
 DM4085.The dynamic height is computed by dividing the NAVD 88
 DM4085.geopotential number by the normal gravity value computed on the
 DM4085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4085.degrees latitude (g = 980.6199 gals.).
 DM4085
 DM4085.The modeled gravity was interpolated from observed gravity values.
 DM4085
 DM4085;                    North         East    Units  Estimated Accuracy
 DM4085;SPC FL E     -   586,260.      180,120.      MT  (+/- 180 meters Scaled)
 DM4085
 DM4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN801771(NAD 83)
 DM4085
 DM4085                          SUPERSEDED SURVEY CONTROL
 DM4085
 DM4085.No superseded survey control is available for this station.
 DM4085
 DM4085_MARKER: DJ = TIDAL STATION DISK
 DM4085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4085_STAMPING: 0729 H 2004
 DM4085_MARK LOGO: FLDEP
 DM4085_PROJECTION: PROJECTING 5 CENTIMETERS
 DM4085_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4085+STABILITY: SURFACE MOTION
 DM4085_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4085+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2004
 DM4085
 DM4085  HISTORY     - Date     Condition        Report By
 DM4085  HISTORY     - 20041204 MONUMENTED       FLDEP
 DM4085
 DM4085                          STATION DESCRIPTION
 DM4085
 DM4085'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JRH)
 DM4085'THE MARK IS ABOUT 3.1 MI (5.0 KM) SOUTH OF MARINELAND, IN SECTION 39,
 DM4085'TOWNSHIP 10 SOUTH, RANGE 31  EAST.
 DM4085'
 DM4085'TO REACH THE MARK FROM THE ONLY CAUTION LIGHT IN MARINELAND ON STATE
 DM4085'ROAD A1A, GO  SOUTH ON STATE ROAD A1A 3.1 MI (5.0 KM) TO THE ENTRANCE
 DM4085'ROAD LEADING EAST TO THE SUN COLONY  DEVELOPMENT AND THE MARK ON THE
 DM4085'LEFT, SET IN THE TOP OF A CONCRETE MONUMENT  PROJECTING 0.2 FT (0.1 M)
 DM4085'ABOVE THE LEVEL OF THE GROUND AND 2.0 FT (0.6 M) ABOVE THE LEVEL OF
 DM4085'STATE ROAD  A1A.
 DM4085'
 DM4085'LOCATED 152.3 FT (46.4 M) NORTH OF THE CENTERLINE OF THE EXIT ROAD FOR
 DM4085'THE SUN COLONY  DEVELOPMENT, 103.0 FT (31.4 M) SOUTH OF A WOODEN POWER
 DM4085'POLE NUMBER 36634955706, 53.0 FT (16.2 M) EAST OF  THE CENTERLINE OF
 DM4085'STATE ROAD A1A, 2.0 FT (0.6 M) SOUTH OF A METAL WITNESS POST AND 1.0
 DM4085'FT (0.3 M) WEST OF  A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2732 ***********************************************************************
 DM2732  DESIGNATION -  872 0757 A
 DM2732  PID         -  DM2732
 DM2732  STATE/COUNTY-  FL/FLAGLER
 DM2732  COUNTRY     -  US
 DM2732  USGS QUAD   -  BEVERLY BEACH (2018)
 DM2732
 DM2732                         *CURRENT SURVEY CONTROL
 DM2732  ______________________________________________________________________
 DM2732* NAD 83(1986) POSITION- 29 36 55.24   (N) 081 12 17.10   (W)   HD_HELD1
 DM2732* NAVD 88 ORTHO HEIGHT -     0.718 (meters)        2.36  (feet) ADJUSTED
 DM2732  ______________________________________________________________________
 DM2732  GEOID HEIGHT    -        -28.780 (meters)                     GEOID18
 DM2732  DYNAMIC HEIGHT  -          0.717 (meters)        2.35  (feet) COMP
 DM2732  MODELED GRAVITY -    979,283.8   (mgal)                       NAVD 88
 DM2732
 DM2732  VERT ORDER      -  SECOND    CLASS I
 DM2732
 DM2732.The horizontal coordinates were determined by differentially corrected
 DM2732.hand held GPS observations or other comparable positioning techniques
 DM2732.and have an estimated accuracy of +/- 3 meters.
 DM2732
 DM2732.The orthometric height was determined by differential leveling and
 DM2732.adjusted by the NATIONAL GEODETIC SURVEY
 DM2732.in September 2010.
 DM2732
 DM2732.No vertical observational check was made to the station.
 DM2732
 DM2732.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2732.GEOID18 height accuracy estimate available here.
 DM2732
 DM2732.Click photographs - Photos may exist for this station.
 DM2732
 DM2732.The dynamic height is computed by dividing the NAVD 88
 DM2732.geopotential number by the normal gravity value computed on the
 DM2732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2732.degrees latitude (g = 980.6199 gals.).
 DM2732
 DM2732.The modeled gravity was interpolated from observed gravity values.
 DM2732
 DM2732;                    North         East    Units  Estimated Accuracy
 DM2732;SPC FL E     -   585,248.9     180,169.8     MT  (+/- 3 meters HH1 GPS) 
 DM2732
 DM2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8017676181(NAD 83)
 DM2732
 DM2732                          SUPERSEDED SURVEY CONTROL
 DM2732
 DM2732.No superseded survey control is available for this station.
 DM2732
 DM2732_MARKER: F = FLANGE-ENCASED ROD
 DM2732_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM2732_STAMPING: 0757 A 1999
 DM2732_MARK LOGO: NGS
 DM2732_PROJECTION: FLUSH
 DM2732_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2732+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2018
 DM2732_ROD/PIPE-DEPTH: 23.1 meters
 DM2732
 DM2732  HISTORY     - Date     Condition        Report By
 DM2732  HISTORY     - 1999     MONUMENTED       NGS
 DM2732  HISTORY     - 2003     GOOD             FLDEP
 DM2732  HISTORY     - 20180514 GOOD             FLDEP
 DM2732
 DM2732                          STATION DESCRIPTION
 DM2732
 DM2732'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DM2732'THE MARK IS ABOUT 10.6 MI (17.1 KM) NORTH OF FLAGLER BEACH, IN SECTION
 DM2732'40, TOWNSHIP 10 SOUTH, RANGE 31 EAST.
 DM2732'
 DM2732'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 100 (MOODY
 DM2732'BOULEVARD) AND STATE ROAD A1A IN FLAGER BEACH, GO NORTH ON STATE ROAD
 DM2732'A1A FOR 10.65 MI (17.1 KM) TO THE NORTH ENTRANCE ROAD TO BINGS LANDING
 DM2732'ON THE LEFT.  TURN LEFT ON THE ENTRANCE ROAD AND GO WESTERLY FOR 0.1
 DM2732'MI (0.2 KM) TO THE DEAD END AND THE MARK, A STAINLESS STEEL ROD DRIVEN
 DM2732'TO REFUSAL AT A DEPTH OF 75.8 FT (23.1 M) WITH A NATIONAL GEODETIC
 DM2732'SURVEY LOGO CAP FLUSH WITH THE GROUND, THE DATUM POINT IS RECESSED 0.3
 DM2732'FT (0.1 M) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOCO CAP.
 DM2732'
 DM2732'LOCATED 179.8 FT (54.8 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DM2732'THE BOAT RAMP, 5.6 FT (1.7 M) WEST OF THE SEAWALL, 5.0 FT (1.5 M)
 DM2732'NORTH-NORTHEAST OF THE EAST END OF A WOODEN T-DOCK AND 1.5 FT (0.5 M)
 DM2732'SOUTH OF A SQUARE CONCRETE LIGHT POLE.
 DM2732'
 DM2732'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM2732'NATIONAL GEODETIC SURVEY LOGO CAP.
 DM2732
 DM2732                          STATION RECOVERY (2018)
 DM2732
 DM2732'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MLS)
 DM2732'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2733 ***********************************************************************
 DM2733  DESIGNATION -  872 0757 B
 DM2733  PID         -  DM2733
 DM2733  STATE/COUNTY-  FL/FLAGLER
 DM2733  COUNTRY     -  US
 DM2733  USGS QUAD   -  BEVERLY BEACH (2018)
 DM2733
 DM2733                         *CURRENT SURVEY CONTROL
 DM2733  ______________________________________________________________________
 DM2733* NAD 83(1986) POSITION- 29 36 56.     (N) 081 12 18.     (W)   SCALED
 DM2733* NAVD 88 ORTHO HEIGHT -     0.931 (meters)        3.05  (feet) ADJUSTED
 DM2733  ______________________________________________________________________
 DM2733  GEOID HEIGHT    -        -28.780 (meters)                     GEOID18
 DM2733  DYNAMIC HEIGHT  -          0.930 (meters)        3.05  (feet) COMP
 DM2733  MODELED GRAVITY -    979,283.8   (mgal)                       NAVD 88
 DM2733
 DM2733  VERT ORDER      -  SECOND    CLASS I
 DM2733
 DM2733.The horizontal coordinates were scaled from a map and have
 DM2733.an estimated accuracy of +/- 6 seconds.
 DM2733
 DM2733.The orthometric height was determined by differential leveling and
 DM2733.adjusted by the NATIONAL GEODETIC SURVEY
 DM2733.in September 2010.
 DM2733
 DM2733.No vertical observational check was made to the station.
 DM2733
 DM2733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2733.GEOID18 height accuracy estimate available here.
 DM2733
 DM2733.Click photographs - Photos may exist for this station.
 DM2733
 DM2733.The dynamic height is computed by dividing the NAVD 88
 DM2733.geopotential number by the normal gravity value computed on the
 DM2733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2733.degrees latitude (g = 980.6199 gals.).
 DM2733
 DM2733.The modeled gravity was interpolated from observed gravity values.
 DM2733
 DM2733;                    North         East    Units  Estimated Accuracy
 DM2733;SPC FL E     -   585,270.      180,150.      MT  (+/- 180 meters Scaled)
 DM2733
 DM2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN801762(NAD 83)
 DM2733
 DM2733                          SUPERSEDED SURVEY CONTROL
 DM2733
 DM2733.No superseded survey control is available for this station.
 DM2733
 DM2733_MARKER: DJ = TIDAL STATION DISK
 DM2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM2733_STAMPING: 0757 B 1999
 DM2733_MARK LOGO: NOS
 DM2733_PROJECTION: FLUSH
 DM2733_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2733+STABILITY: SURFACE MOTION
 DM2733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM2733+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DM2733
 DM2733  HISTORY     - Date     Condition        Report By
 DM2733  HISTORY     - 1999     MONUMENTED       NOS
 DM2733  HISTORY     - 2003     GOOD             FLDEP
 DM2733
 DM2733                          STATION DESCRIPTION
 DM2733
 DM2733'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DM2733'THE MARK IS ABOUT 10.6 MI (17.1 KM) NORTH OF FLAGLER BEACH, IN SECTION
 DM2733'40, TOWNSHIP 10 SOUTH, RANGE 31 EAST.
 DM2733'
 DM2733'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 100 (MOODY
 DM2733'BOULEVARD) AND STATE ROAD A1A IN FLAGER BEACH, GO NORTH ON STATE ROAD
 DM2733'A1A FOR 10.65 MI (17.1 KM) TO THE NORTH ENTRANCE ROAD TO BINGS LANDING
 DM2733'ON THE LEFT.  TURN LEFT ON THE ENTRANCE ROAD AND GO WESTERLY FOR 0.1
 DM2733'MI (0.2 KM) TO THE DEAD END AND THE MARK, SET IN THE TOP OF A ROUND
 DM2733'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE ENTRANCE
 DM2733'ROAD.
 DM2733'
 DM2733'LOCATED 298.0 FT (90.8 M) NORTH OF TIDAL MARK 0757 A 1999, 215.0 FT
 DM2733'(65.5 M) NORTHWEST OF THE BOAT RAMP, 41.1 FT (12.5 M) EAST OF THE EAST
 DM2733'END OF THE SEAWALL AND 1.5 FT (0.5 M) SOUTH OF A CARSONITE WITNESS
 DM2733'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2734 ***********************************************************************
 DM2734  DESIGNATION -  872 0757 C
 DM2734  PID         -  DM2734
 DM2734  STATE/COUNTY-  FL/FLAGLER
 DM2734  COUNTRY     -  US
 DM2734  USGS QUAD   -  BEVERLY BEACH (2018)
 DM2734
 DM2734                         *CURRENT SURVEY CONTROL
 DM2734  ______________________________________________________________________
 DM2734* NAD 83(1986) POSITION- 29 36 56.     (N) 081 12 16.     (W)   SCALED
 DM2734* NAVD 88 ORTHO HEIGHT -     1.078 (meters)        3.54  (feet) ADJUSTED
 DM2734  ______________________________________________________________________
 DM2734  GEOID HEIGHT    -        -28.780 (meters)                     GEOID18
 DM2734  DYNAMIC HEIGHT  -          1.076 (meters)        3.53  (feet) COMP
 DM2734  MODELED GRAVITY -    979,283.9   (mgal)                       NAVD 88
 DM2734
 DM2734  VERT ORDER      -  SECOND    CLASS I
 DM2734
 DM2734.The horizontal coordinates were scaled from a map and have
 DM2734.an estimated accuracy of +/- 6 seconds.
 DM2734
 DM2734.The orthometric height was determined by differential leveling and
 DM2734.adjusted by the NATIONAL GEODETIC SURVEY
 DM2734.in September 2010.
 DM2734
 DM2734.No vertical observational check was made to the station.
 DM2734
 DM2734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2734.GEOID18 height accuracy estimate available here.
 DM2734
 DM2734.Click photographs - Photos may exist for this station.
 DM2734
 DM2734.The dynamic height is computed by dividing the NAVD 88
 DM2734.geopotential number by the normal gravity value computed on the
 DM2734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2734.degrees latitude (g = 980.6199 gals.).
 DM2734
 DM2734.The modeled gravity was interpolated from observed gravity values.
 DM2734
 DM2734;                    North         East    Units  Estimated Accuracy
 DM2734;SPC FL E     -   585,270.      180,200.      MT  (+/- 180 meters Scaled)
 DM2734
 DM2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN802762(NAD 83)
 DM2734
 DM2734                          SUPERSEDED SURVEY CONTROL
 DM2734
 DM2734.No superseded survey control is available for this station.
 DM2734
 DM2734_MARKER: DJ = TIDAL STATION DISK
 DM2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM2734_STAMPING: 0757 C 1999
 DM2734_MARK LOGO: NOS
 DM2734_PROJECTION: RECESSED 6 CENTIMETERS
 DM2734_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2734+STABILITY: SURFACE MOTION
 DM2734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM2734+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DM2734
 DM2734  HISTORY     - Date     Condition        Report By
 DM2734  HISTORY     - 1999     MONUMENTED       NOS
 DM2734  HISTORY     - 2003     GOOD             FLDEP
 DM2734
 DM2734                          STATION DESCRIPTION
 DM2734
 DM2734'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DM2734'THE MARK IS ABOUT 10.6 MI (17.1 KM) NORTH OF FLAGLER BEACH, IN SECTION
 DM2734'40, TOWNSHIP 10 SOUTH, RANGE 31 EAST.
 DM2734'
 DM2734'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 100 (MOODY
 DM2734'BOULEVARD) AND STATE ROAD A1A IN FLAGER BEACH, GO NORTH ON STATE ROAD
 DM2734'A1A FOR 10.65 MI (17.1 KM) TO THE NORTH ENTRANCE ROAD TO BINGS LANDING
 DM2734'ON THE LEFT.  TURN LEFT ON THE ENTRANCE ROAD AND GO WESTERLY FOR 0.1
 DM2734'MI (0.2 KM) TO THE DEAD END AND THE MARK, SET IN THE TOP OF A ROUND
 DM2734'CONCRETE RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL OF THE GROUND AND 0.4
 DM2734'FT (0.1 M) BELOW THE LEVEL OF THE ENTRANCE ROAD.
 DM2734'
 DM2734'LOCATED 328.0 WEST OF TIDAL MARK 0757 E 1999, 203.0 FT (61.9 M)
 DM2734'NORTH-NORTHEAST OF A BOAT RAMP, 175.2 FT (53.4 M) EAST OF TIDAL MARK
 DM2734'0757 B 1999, 86.5 FT (26.4 M) NORTH OF POWER POLE NUMBER 36634990501,
 DM2734'76.0 FT (23.2 M) NORTH OF THE CENTERLINE OF THE ENTRANCE ROAD AND 1.5
 DM2734'FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2735 ***********************************************************************
 DM2735  DESIGNATION -  872 0757 D
 DM2735  PID         -  DM2735
 DM2735  STATE/COUNTY-  FL/FLAGLER
 DM2735  COUNTRY     -  US
 DM2735  USGS QUAD   -  BEVERLY BEACH (2018)
 DM2735
 DM2735                         *CURRENT SURVEY CONTROL
 DM2735  ______________________________________________________________________
 DM2735* NAD 83(1986) POSITION- 29 36 58.56   (N) 081 12 12.08   (W)   HD_HELD1
 DM2735* NAVD 88 ORTHO HEIGHT -     2.769 (meters)        9.08  (feet) ADJUSTED
 DM2735  ______________________________________________________________________
 DM2735  GEOID HEIGHT    -        -28.781 (meters)                     GEOID18
 DM2735  DYNAMIC HEIGHT  -          2.765 (meters)        9.07  (feet) COMP
 DM2735  MODELED GRAVITY -    979,283.9   (mgal)                       NAVD 88
 DM2735
 DM2735  VERT ORDER      -  SECOND    CLASS I
 DM2735
 DM2735.The horizontal coordinates were determined by differentially corrected
 DM2735.hand held GPS observations or other comparable positioning techniques
 DM2735.and have an estimated accuracy of +/- 3 meters.
 DM2735
 DM2735.The orthometric height was determined by differential leveling and
 DM2735.adjusted by the NATIONAL GEODETIC SURVEY
 DM2735.in September 2010.
 DM2735
 DM2735.No vertical observational check was made to the station.
 DM2735
 DM2735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2735.GEOID18 height accuracy estimate available here.
 DM2735
 DM2735.Click photographs - Photos may exist for this station.
 DM2735
 DM2735.The dynamic height is computed by dividing the NAVD 88
 DM2735.geopotential number by the normal gravity value computed on the
 DM2735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2735.degrees latitude (g = 980.6199 gals.).
 DM2735
 DM2735.The modeled gravity was interpolated from observed gravity values.
 DM2735
 DM2735;                    North         East    Units  Estimated Accuracy
 DM2735;SPC FL E     -   585,350.8     180,305.1     MT  (+/- 3 meters HH1 GPS) 
 DM2735
 DM2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8031176283(NAD 83)
 DM2735
 DM2735                          SUPERSEDED SURVEY CONTROL
 DM2735
 DM2735.No superseded survey control is available for this station.
 DM2735
 DM2735_MARKER: DJ = TIDAL STATION DISK
 DM2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM2735_STAMPING: 0757 D 1999
 DM2735_MARK LOGO: NOS
 DM2735_PROJECTION: RECESSED 6 CENTIMETERS
 DM2735_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2735+STABILITY: SURFACE MOTION
 DM2735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2735+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2016
 DM2735
 DM2735  HISTORY     - Date     Condition        Report By
 DM2735  HISTORY     - 1999     MONUMENTED       NOS
 DM2735  HISTORY     - 2003     GOOD             FLDEP
 DM2735  HISTORY     - 20161019 GOOD             USGS
 DM2735
 DM2735                          STATION DESCRIPTION
 DM2735
 DM2735'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DM2735'THE MARK IS ABOUT 10.6 MI (17.1 KM) NORTH OF FLAGLER BEACH, IN SECTION
 DM2735'40, TOWNSHIP 10 SOUTH, RANGE 31 EAST.
 DM2735'
 DM2735'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 100 (MOODY
 DM2735'BOULEVARD) AND STATE ROAD A1A IN FLAGER BEACH, GO NORTH ON STATE ROAD
 DM2735'A1A FOR 10.65 MI (17.1 KM) TO THE NORTH ENTRANCE ROAD TO BINGS LANDING
 DM2735'AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DM2735'RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (0.2
 DM2735'M) BELOW THE LEVEL OF STATE ROAD A1A.
 DM2735'
 DM2735'LOCATED 147.3 FT (44.9 M) SOUTH OF TIDAL MARK 0757 E 1999, 48.3 FT
 DM2735'(14.7 M) WEST OF THE CENTERLINE OF STATE ROAD A1A, 27.7 FT (8.4 M)
 DM2735'NORTH OF THE APPROXIMATE CENTERLINE OF THE NORTH ENTRANCE ROAD TO
 DM2735'BINGS LANDING, 3.0 FT (0.9 M) NORTH OF THE SOUTHEAST CORNER OF A
 DM2735'WOODEN FENCE, 0.9 FT (0.3 M) EAST OF THE WOODEN FENCE AND 0.6 FT (0.2
 DM2735'M) EAST OF A CARSONITE WITNESS POST.
 DM2735
 DM2735                          STATION RECOVERY (2016)
 DM2735
 DM2735'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2016 (CJW)
 DM2735'USED TO CALIBRATE HURRICANE MATTHEW HIGH WATER MARKS SURVEY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2736 ***********************************************************************
 DM2736  DESIGNATION -  872 0757 E
 DM2736  PID         -  DM2736
 DM2736  STATE/COUNTY-  FL/FLAGLER
 DM2736  COUNTRY     -  US
 DM2736  USGS QUAD   -  BEVERLY BEACH (2018)
 DM2736
 DM2736                         *CURRENT SURVEY CONTROL
 DM2736  ______________________________________________________________________
 DM2736* NAD 83(1986) POSITION- 29 36 58.     (N) 081 12 13.     (W)   SCALED
 DM2736* NAVD 88 ORTHO HEIGHT -     2.323 (meters)        7.62  (feet) ADJUSTED
 DM2736  ______________________________________________________________________
 DM2736  GEOID HEIGHT    -        -28.781 (meters)                     GEOID18
 DM2736  DYNAMIC HEIGHT  -          2.320 (meters)        7.61  (feet) COMP
 DM2736  MODELED GRAVITY -    979,283.9   (mgal)                       NAVD 88
 DM2736
 DM2736  VERT ORDER      -  SECOND    CLASS I
 DM2736
 DM2736.The horizontal coordinates were scaled from a map and have
 DM2736.an estimated accuracy of +/- 6 seconds.
 DM2736
 DM2736.The orthometric height was determined by differential leveling and
 DM2736.adjusted by the NATIONAL GEODETIC SURVEY
 DM2736.in September 2010.
 DM2736
 DM2736.No vertical observational check was made to the station.
 DM2736
 DM2736.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2736.GEOID18 height accuracy estimate available here.
 DM2736
 DM2736.Click photographs - Photos may exist for this station.
 DM2736
 DM2736.The dynamic height is computed by dividing the NAVD 88
 DM2736.geopotential number by the normal gravity value computed on the
 DM2736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2736.degrees latitude (g = 980.6199 gals.).
 DM2736
 DM2736.The modeled gravity was interpolated from observed gravity values.
 DM2736
 DM2736;                    North         East    Units  Estimated Accuracy
 DM2736;SPC FL E     -   585,330.      180,280.      MT  (+/- 180 meters Scaled)
 DM2736
 DM2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN802762(NAD 83)
 DM2736
 DM2736                          SUPERSEDED SURVEY CONTROL
 DM2736
 DM2736.No superseded survey control is available for this station.
 DM2736
 DM2736_MARKER: F = FLANGE-ENCASED ROD
 DM2736_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM2736_STAMPING: 0757 E 1999
 DM2736_MARK LOGO: NGS
 DM2736_PROJECTION: FLUSH
 DM2736_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2736_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM2736+SATELLITE: SATELLITE OBSERVATIONS - 2003
 DM2736_ROD/PIPE-DEPTH: 25.6 meters
 DM2736
 DM2736  HISTORY     - Date     Condition        Report By
 DM2736  HISTORY     - 1999     MONUMENTED       NOS
 DM2736  HISTORY     - 2003     GOOD             FLDEP
 DM2736
 DM2736                          STATION DESCRIPTION
 DM2736
 DM2736'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DM2736'THE MARK IS ABOUT 10.6 MI (17.1 KM) NORTH OF FLAGLER BEACH, IN SECTION
 DM2736'40, TOWNSHIP 10 SOUTH, RANGE 31 EAST.
 DM2736'
 DM2736'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 100 (MOODY
 DM2736'BOULEVARD) AND STATE ROAD A1A IN FLAGER BEACH, GO NORTH ON STATE ROAD
 DM2736'A1A FOR 10.65 MI (17.1 KM) TO THE NORTH ENTRANCE ROAD TO BINGS LANDING
 DM2736'AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DM2736'DEPTH OF 84.0 FT (25.6 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP
 DM2736'FLUSH WITH THE GROUND AND LEVEL WITH STATE ROAD A1A, THE DATUM POINT
 DM2736'IS RECESSED 0.8 FT (0.2 M) BELOW THE LEVEL OF THE NATIONAL GEODETIC
 DM2736'SURVEY LOGO CAP.
 DM2736'
 DM2736'LOCATED 175.0 FT (53.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DM2736'NORTH ENTRANCE ROAD TO BINGS LANDING, 162.0 FT (49.4 M) SOUTH OF THE
 DM2736'EXTENDED CENTERLINE OF APACHE STREET, 147.3 FT (44.9 M) NORTH OF TIDAL
 DM2736'MARK 0757 D 1999, 54.4 FT (16.6 M) WEST OF THE CENTERLINE OF STATE
 DM2736'HIGHWAY A1A, 4.8 FT (1.5 M) NORTH-NORTHWEST OF A RIGHT-A-WAY MARKER,
 DM2736'2.5 FT (0.8 M) SOUTH OF THE NORTH END OF A WOODEN FENCE AND 1.0 FT
 DM2736'(0.3 M) WEST OF A CARSONITE WITNESS POST.
 DM2736'
 DM2736'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM2736'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2566 ***********************************************************************
 AQ2566  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2566  DESIGNATION -  872 0767 A
 AQ2566  PID         -  AQ2566
 AQ2566  STATE/COUNTY-  FL/PUTNAM
 AQ2566  COUNTRY     -  US
 AQ2566  USGS QUAD   -  SATSUMA (2018)
 AQ2566
 AQ2566                         *CURRENT SURVEY CONTROL
 AQ2566  ______________________________________________________________________
 AQ2566* NAD 83(1986) POSITION- 29 35 39.46   (N) 081 40 53.79   (W)   HD_HELD1
 AQ2566* NAVD 88 ORTHO HEIGHT -     3.189 (meters)       10.46  (feet) ADJUSTED
 AQ2566  ______________________________________________________________________
 AQ2566  GEOID HEIGHT    -        -28.385 (meters)                     GEOID18
 AQ2566  DYNAMIC HEIGHT  -          3.185 (meters)       10.45  (feet) COMP
 AQ2566  MODELED GRAVITY -    979,283.4   (mgal)                       NAVD 88
 AQ2566
 AQ2566  VERT ORDER      -  SECOND    CLASS I
 AQ2566
 AQ2566.The horizontal coordinates were determined by differentially corrected
 AQ2566.hand held GPS observations or other comparable positioning techniques
 AQ2566.and have an estimated accuracy of +/- 3 meters.
 AQ2566
 AQ2566.The orthometric height was determined by differential leveling and
 AQ2566.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2566.in June 1991.
 AQ2566
 AQ2566.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2566.GEOID18 height accuracy estimate available here.
 AQ2566
 AQ2566.This Tidal Bench Mark is designated as VM 5248
 AQ2566.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2566
 AQ2566.Click photographs - Photos may exist for this station.
 AQ2566
 AQ2566.The dynamic height is computed by dividing the NAVD 88
 AQ2566.geopotential number by the normal gravity value computed on the
 AQ2566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2566.degrees latitude (g = 980.6199 gals.).
 AQ2566
 AQ2566.The modeled gravity was interpolated from observed gravity values.
 AQ2566
 AQ2566;                    North         East    Units  Estimated Accuracy
 AQ2566;SPC FL E     -   583,092.1     133,971.4     MT  (+/- 3 meters HH1 GPS) 
 AQ2566
 AQ2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3399374025(NAD 83)
 AQ2566
 AQ2566                          SUPERSEDED SURVEY CONTROL
 AQ2566
 AQ2566  NGVD 29 (09/01/92)    3.472  (m)           11.39   (f) ADJUSTED    2 1
 AQ2566
 AQ2566.Superseded values are not recommended for survey control.
 AQ2566
 AQ2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2566.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2566
 AQ2566_MARKER: DB = BENCH MARK DISK
 AQ2566_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ2566_SP_SET: BRIDGE WING WALL
 AQ2566_STAMPING: 0767 A 1978
 AQ2566_MARK LOGO: NOS
 AQ2566_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ2566_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2566+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2010
 AQ2566
 AQ2566  HISTORY     - Date     Condition        Report By
 AQ2566  HISTORY     - 1978     MONUMENTED       NOS
 AQ2566  HISTORY     - 1985     GOOD             FLDNR
 AQ2566  HISTORY     - 20030529 GOOD             FLDEP
 AQ2566  HISTORY     - 20100915 GOOD             FLDEP
 AQ2566
 AQ2566                          STATION DESCRIPTION
 AQ2566
 AQ2566'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2566'3.55 MI NORTH FROM SATSUMA.
 AQ2566'BEGIN AT THE JUNCTION OF COUNTY ROAD C-309 WITH U.S. HIGHWAY 17 IN
 AQ2566'SATSUMA, GO 0.95 MILE NORTH ON U.S. 17 TO THE JUNCTION OF COUNTY
 AQ2566'ROAD C-309B, GO 2 MILE NORTHWEST ON C-309B TO THE JUNCTION OF A
 AQ2566'PRIVATE DRIVE LEADING NORTHEAST ACROSS THE RAILROAD TRACKS, CROSS THE
 AQ2566'TRACKS AND GO 0.6 MILE NORTHWEST ALONG THE RAILROAD TO THE RAILROAD
 AQ2566'BRIDGE ACROSS THE ST. JOHNS RIVER AND THE MARK.  THE MARK IS SET IN
 AQ2566'THE WINGWALL AT THE SOUTHWEST CORNER OF THE BRIDGE, 18 FEET SOUTHWEST
 AQ2566'OF THE CENTERLINE OF THE RAILROAD, 8.9 FEET WEST OF A HANDRAIL, AND
 AQ2566'143.6 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE BRIDGE TENDERS
 AQ2566'RESIDENCE.
 AQ2566
 AQ2566                          STATION RECOVERY (2003)
 AQ2566
 AQ2566'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AQ2566'THE MARK IS ABOUT 3.4 MI (5.5 KM) NORTHWEST OF SATSUMA, IN SECTION 28,
 AQ2566'TOWNSHIP 10 SOUTH, RANGE 26 EAST.
 AQ2566'
 AQ2566'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD C-309 AND U.S.
 AQ2566'HIGHWAY 17 IN SATSUMA, GO NORTH ON U.S. HIGHWAY 17 FOR 0.95 MI (1.5
 AQ2566'KM) TO THE JUNCTION OF COUNTY ROAD C-309 (BUFFALO BLUFF).  TURN LEFT
 AQ2566'ON COUNTY ROAD C-309B (BUFFALO BLUFF) AND GO NORTHWEST FOR 1.95 MI
 AQ2566'(3.1 KM) TO THE JUNCTION OF A PRIVATE DRIVEWAY LEADING NORTHEAST.
 AQ2566'TURN RIGHT ON THE PRIVATE DRIVEWAY AND GO NORTHEAST CROSSING THE
 AQ2566'RAILROAD TRACKS FOR ABOUT 100.0 FT (30.5 M) TO THE JUNCTION OF A DIRT
 AQ2566'ROAD PARALLEL TO THE RAILROAD TRACKS.  TURN LEFT ON THE DIRT ROAD AND
 AQ2566'GO NORTH FOR 0.6 MI (1.0 KM) TO THE RAILROAD BRIDGE AND THE MARK, SET
 AQ2566'FLUSH IN THE CONCRETE WING WALL AT THE SOUTHWEST CORNER OF THE BRIDGE.
 AQ2566'LOCATED 143.6 FT (43.8 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AQ2566'BRIDGE TENDERS RESIDENCE, 20.0 FT (6.1 M) NORTHWEST OF THE SOUTH
 AQ2566'SHORELINE, 18.0 FT (5.5 M) SOUTHWEST OF THE CENTERLINE OF THE RAILROAD
 AQ2566'TRACKS AND 8.9 FT (2.7 M) WEST OF THE HANDRAIL ON THE WEST SIDE OF THE
 AQ2566'BRIDGE.
 AQ2566
 AQ2566                          STATION RECOVERY (2010)
 AQ2566
 AQ2566'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (BPJ)
 AQ2566'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2567 ***********************************************************************
 AQ2567  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2567  DESIGNATION -  872 0767 B
 AQ2567  PID         -  AQ2567
 AQ2567  STATE/COUNTY-  FL/PUTNAM
 AQ2567  COUNTRY     -  US
 AQ2567  USGS QUAD   -  SATSUMA (2018)
 AQ2567
 AQ2567                         *CURRENT SURVEY CONTROL
 AQ2567  ______________________________________________________________________
 AQ2567* NAD 83(1986) POSITION- 29 35 41.9    (N) 081 40 55.3    (W)   HD_HELD2
 AQ2567* NAVD 88 ORTHO HEIGHT -     1.598 (meters)        5.24  (feet) ADJUSTED
 AQ2567  ______________________________________________________________________
 AQ2567  GEOID HEIGHT    -        -28.384 (meters)                     GEOID18
 AQ2567  DYNAMIC HEIGHT  -          1.596 (meters)        5.24  (feet) COMP
 AQ2567  MODELED GRAVITY -    979,283.5   (mgal)                       NAVD 88
 AQ2567
 AQ2567  VERT ORDER      -  SECOND    CLASS I
 AQ2567
 AQ2567.The horizontal coordinates were established by autonomous hand held GPS
 AQ2567.observations and have an estimated accuracy of +/- 10 meters.
 AQ2567
 AQ2567.The orthometric height was determined by differential leveling and
 AQ2567.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2567.in June 1991.
 AQ2567
 AQ2567.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2567.GEOID18 height accuracy estimate available here.
 AQ2567
 AQ2567.This Tidal Bench Mark is designated as VM 5249
 AQ2567.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2567
 AQ2567.Click photographs - Photos may exist for this station.
 AQ2567
 AQ2567.The dynamic height is computed by dividing the NAVD 88
 AQ2567.geopotential number by the normal gravity value computed on the
 AQ2567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2567.degrees latitude (g = 980.6199 gals.).
 AQ2567
 AQ2567.The modeled gravity was interpolated from observed gravity values.
 AQ2567
 AQ2567;                    North         East    Units  Estimated Accuracy
 AQ2567;SPC FL E     -   583,168.      133,931.      MT  (+/- 10 meters HH2 GPS)
 AQ2567
 AQ2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3395374100(NAD 83)
 AQ2567
 AQ2567                          SUPERSEDED SURVEY CONTROL
 AQ2567
 AQ2567  NGVD 29 (09/01/92)    1.881  (m)            6.17   (f) ADJUSTED    2 1
 AQ2567
 AQ2567.Superseded values are not recommended for survey control.
 AQ2567
 AQ2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2567.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2567
 AQ2567_MARKER: DB = BENCH MARK DISK
 AQ2567_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AQ2567_SP_SET: BRIDGE PIER FOUNDATION
 AQ2567_STAMPING: 0767 B 1978
 AQ2567_MARK LOGO: NOS
 AQ2567_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2567_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2567+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2010
 AQ2567
 AQ2567  HISTORY     - Date     Condition        Report By
 AQ2567  HISTORY     - 1978     MONUMENTED       NOS
 AQ2567  HISTORY     - 1985     GOOD             FLDNR
 AQ2567  HISTORY     - 20030529 GOOD             FLDEP
 AQ2567  HISTORY     - 20101105 GOOD             FLDEP
 AQ2567
 AQ2567                          STATION DESCRIPTION
 AQ2567
 AQ2567'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2567'3.55 MI NORTH FROM SATSUMA.
 AQ2567'BEGIN AT THE JUNCTION OF COUNTY ROAD C-309 WITH U.S. HIGHWAY 17 IN
 AQ2567'SATSUMA, GO 0.95 MILE NORTH ON U.S. 17 TO THE JUNCTION OF COUNTY
 AQ2567'ROAD C-309B, GO 2 MILE NORTHWEST ON C-309B TO THE JUNCTION OF A
 AQ2567'PRIVATE DRIVE LEADING NORTHEAST ACROSS THE RAILROAD TRACKS, CROSS THE
 AQ2567'TRACKS AND GO 0.6 MILE NORTHWEST ALONG THE RAILROAD TO THE RAILROAD
 AQ2567'BRIDGE ACROSS THE ST. JOHNS RIVER AND THE MARK.  THE MARK IS SET IN
 AQ2567'THE SOUTHWEST CORNER OF THE WEST CONCRETE PIER FOUNDATION AT THE
 AQ2567'SOUTH END OF THE BRIDGE DRAWSPAN, 38 FEET WEST OF THE BRIDGE CONTROL
 AQ2567'HOUSE, AND 5 FEET NORTH OF THE SOUTH EDGE OF THE FOUNDATION.
 AQ2567'THE MARK IS 5 FT BELOW BRIDGE.
 AQ2567
 AQ2567                          STATION RECOVERY (2003)
 AQ2567
 AQ2567'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AQ2567'THE MARK IS ABOUT 3.4 MI (5.5 KM) NORTHWEST OF SATSUMA, IN SECTION 28,
 AQ2567'TOWNSHIP 10 SOUTH, RANGE 26 EAST.
 AQ2567'
 AQ2567'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD C-309 AND U.S.
 AQ2567'HIGHWAY 17 IN SATSUMA, GO NORTH ON U.S. HIGHWAY 17 FOR 0.95 MI (1.5
 AQ2567'KM) TO THE JUNCTION OF COUNTY ROAD C-309 (BUFFALO BLUFF).  TURN LEFT
 AQ2567'ON COUNTY ROAD C-309B (BUFFALO BLUFF) AND GO NORTHWEST FOR 1.95 MI
 AQ2567'(3.1 KM) TO THE JUNCTION OF A PRIVATE DRIVEWAY LEADING NORTHEAST.
 AQ2567'TURN RIGHT ON THE PRIVATE DRIVEWAY AND GO NORTHEAST CROSSING THE
 AQ2567'RAILROAD TRACKS FOR ABOUT 100.0 FT (30.5 M) TO THE JUNCTION OF A DIRT
 AQ2567'ROAD PARALLEL TO THE RAILROAD TRACKS.  TURN LEFT ON THE DIRT ROAD AND
 AQ2567'GO NORTH FOR 0.6 MI (1.0 KM) TO THE RAILROAD BRIDGE AND THE MARK, SET
 AQ2567'FLUSH IN THE SOUTHWEST CORNER OF THE CONCRETE PIER FOUNDATION AT THE
 AQ2567'SOUTH END OF THE DRAWBRIDGE SPAN, ABOUT 4.8 FT (1.5 M) BELOW THE LEVEL
 AQ2567'OF THE RAILROAD TRACKS.
 AQ2567'
 AQ2567'LOCATED 275.0 FT (83.8 M) NORTH OF BENCH MARK 0767 A 1978, 38.0 FT
 AQ2567'(11.6 M) WEST OF THE DRAWBRIDGE CONTROL HOUSE AT THE CENTER OF THE
 AQ2567'BRIDGE AND 5.0 FT (1.5 M) NORTH OF THE SOUTH EDGE OF THE PIER
 AQ2567'FOUNDATION.
 AQ2567
 AQ2567                          STATION RECOVERY (2010)
 AQ2567
 AQ2567'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (BPJ)
 AQ2567'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2568 ***********************************************************************
 AQ2568  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2568  DESIGNATION -  872 0767 C
 AQ2568  PID         -  AQ2568
 AQ2568  STATE/COUNTY-  FL/PUTNAM
 AQ2568  COUNTRY     -  US
 AQ2568  USGS QUAD   -  SATSUMA (2018)
 AQ2568
 AQ2568                         *CURRENT SURVEY CONTROL
 AQ2568  ______________________________________________________________________
 AQ2568* NAD 83(1986) POSITION- 29 35 47.1    (N) 081 40 58.5    (W)   HD_HELD2
 AQ2568* NAVD 88 ORTHO HEIGHT -     3.121 (meters)       10.24  (feet) ADJUSTED
 AQ2568  ______________________________________________________________________
 AQ2568  GEOID HEIGHT    -        -28.382 (meters)                     GEOID18
 AQ2568  DYNAMIC HEIGHT  -          3.117 (meters)       10.23  (feet) COMP
 AQ2568  MODELED GRAVITY -    979,283.7   (mgal)                       NAVD 88
 AQ2568
 AQ2568  VERT ORDER      -  SECOND    CLASS I
 AQ2568
 AQ2568.The horizontal coordinates were established by autonomous hand held GPS
 AQ2568.observations and have an estimated accuracy of +/- 10 meters.
 AQ2568
 AQ2568.The orthometric height was determined by differential leveling and
 AQ2568.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2568.in June 1991.
 AQ2568
 AQ2568.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2568.GEOID18 height accuracy estimate available here.
 AQ2568
 AQ2568.This Tidal Bench Mark is designated as VM 5250
 AQ2568.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2568
 AQ2568.Click photographs - Photos may exist for this station.
 AQ2568
 AQ2568.The dynamic height is computed by dividing the NAVD 88
 AQ2568.geopotential number by the normal gravity value computed on the
 AQ2568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2568.degrees latitude (g = 980.6199 gals.).
 AQ2568
 AQ2568.The modeled gravity was interpolated from observed gravity values.
 AQ2568
 AQ2568;                    North         East    Units  Estimated Accuracy
 AQ2568;SPC FL E     -   583,328.      133,846.      MT  (+/- 10 meters HH2 GPS)
 AQ2568
 AQ2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3386874261(NAD 83)
 AQ2568
 AQ2568                          SUPERSEDED SURVEY CONTROL
 AQ2568
 AQ2568  NGVD 29 (09/01/92)    3.404  (m)           11.17   (f) ADJUSTED    2 1
 AQ2568
 AQ2568.Superseded values are not recommended for survey control.
 AQ2568
 AQ2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2568.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2568
 AQ2568_MARKER: DB = BENCH MARK DISK
 AQ2568_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ2568_SP_SET: BRIDGE WING WALL
 AQ2568_STAMPING: 0767 C 1978
 AQ2568_MARK LOGO: NOS
 AQ2568_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2568_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ2568_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2568+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2010
 AQ2568
 AQ2568  HISTORY     - Date     Condition        Report By
 AQ2568  HISTORY     - 1978     MONUMENTED       NOS
 AQ2568  HISTORY     - 1985     GOOD             FLDNR
 AQ2568  HISTORY     - 20030529 GOOD             FLDEP
 AQ2568  HISTORY     - 20100915 GOOD             FLDEP
 AQ2568
 AQ2568                          STATION DESCRIPTION
 AQ2568
 AQ2568'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2568'3.55 MI NORTH FROM SATSUMA.
 AQ2568'BEGIN AT THE JUNCTION OF COUNTY ROAD C-309 WITH U.S. HIGHWAY 17 IN
 AQ2568'SATSUMA, GO 0.95 MILE NORTH ON U.S. 17 TO THE JUNCTION OF COUNTY
 AQ2568'ROAD C-309B, GO 2 MILE NORTHWEST ON C-309B TO THE JUNCTION OF A
 AQ2568'PRIVATE DRIVE LEADING NORTHEAST ACROSS THE RAILROAD TRACKS, CROSS THE
 AQ2568'TRACKS AND GO 0.6 MILE NORTHWEST ALONG THE RAILROAD TO THE RAILROAD
 AQ2568'BRIDGE ACROSS THE ST. JOHNS RIVER AND THE MARK.  THE MARK IS SET IN
 AQ2568'THE WINGWALL AT THE NORTHWEST CORNER OF THE BRIDGE, 11.5 FEET WEST OF
 AQ2568'THE CENTERLINE OF THE RAILROAD, AND 25 FEET SOUTH OF A TELEPHONE BOX.
 AQ2568'THE MARK IS ABOVE LEVEL WITH RAILROAD.
 AQ2568
 AQ2568                          STATION RECOVERY (2003)
 AQ2568
 AQ2568'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AQ2568'THE MARK IS ABOUT 3.4 MI (5.5 KM) NORTHWEST OF SATSUMA, IN SECTION 27,
 AQ2568'TOWNSHIP 10 SOUTH, RANGE 26 EAST.
 AQ2568'
 AQ2568'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD C-309 AND U.S.
 AQ2568'HIGHWAY 17 IN SATSUMA, GO NORTH ON U.S. HIGHWAY 17 FOR 0.95 MI (1.5
 AQ2568'KM) TO THE JUNCTION OF COUNTY ROAD C-309 (BUFFALO BLUFF).  TURN LEFT
 AQ2568'ON COUNTY ROAD C-309B (BUFFALO BLUFF) AND GO NORTHWEST FOR 1.95 MI
 AQ2568'(3.1 KM) TO THE JUNCTION OF A PRIVATE DRIVEWAY LEADING NORTHEAST.
 AQ2568'TURN RIGHT ON THE PRIVATE DRIVEWAY AND GO NORTHEAST CROSSING THE
 AQ2568'RAILROAD TRACKS FOR ABOUT 100.0 FT (30.5 M) TO THE JUNCTION OF A DIRT
 AQ2568'ROAD PARALLEL TO THE RAILROAD TRACKS.  TURN LEFT ON THE DIRT ROAD AND
 AQ2568'GO NORTH FOR 0.6 MI (1.0 KM) TO THE RAILROAD BRIDGE AND THE MARK, SET
 AQ2568'FLUSH IN THE CONCRETE WING WALL AT THE NORTHWEST CORNER OF THE BRIDGE.
 AQ2568'LOCATED 610.0 FT (185.9 M) NORTH-NORTHWEST OF BENCH MARK 0767 B 1978,
 AQ2568'25.0 FT (7.6 M) SOUTH OF A TELEPHONE BOX AT THE NORTHWEST CORNER OF
 AQ2568'THE BRIDGE AND 11.5 FT (3.5 M) WEST OF THE CENTERLINE OF THE RAILROAD
 AQ2568'TRACKS.
 AQ2568
 AQ2568                          STATION RECOVERY (2010)
 AQ2568
 AQ2568'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (BPJ)
 AQ2568'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2565 ***********************************************************************
 AQ2565  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2565  DESIGNATION -  872 0767 D
 AQ2565  PID         -  AQ2565
 AQ2565  STATE/COUNTY-  FL/PUTNAM
 AQ2565  COUNTRY     -  US
 AQ2565  USGS QUAD   -  SATSUMA (2018)
 AQ2565
 AQ2565                         *CURRENT SURVEY CONTROL
 AQ2565  ______________________________________________________________________
 AQ2565* NAD 83(1986) POSITION- 29 35 38.3    (N) 081 40 52.9    (W)   HD_HELD2
 AQ2565* NAVD 88 ORTHO HEIGHT -     3.184 (meters)       10.45  (feet) ADJUSTED
 AQ2565  ______________________________________________________________________
 AQ2565  GEOID HEIGHT    -        -28.386 (meters)                     GEOID18
 AQ2565  DYNAMIC HEIGHT  -          3.179 (meters)       10.43  (feet) COMP
 AQ2565  MODELED GRAVITY -    979,283.4   (mgal)                       NAVD 88
 AQ2565
 AQ2565  VERT ORDER      -  SECOND    CLASS I
 AQ2565
 AQ2565.The horizontal coordinates were established by autonomous hand held GPS
 AQ2565.observations and have an estimated accuracy of +/- 10 meters.
 AQ2565
 AQ2565.The orthometric height was determined by differential leveling and
 AQ2565.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2565.in March 2013.
 AQ2565
 AQ2565.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2565.GEOID18 height accuracy estimate available here.
 AQ2565
 AQ2565.This Tidal Bench Mark is designated as VM 16573
 AQ2565.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2565
 AQ2565.Click photographs - Photos may exist for this station.
 AQ2565
 AQ2565.The dynamic height is computed by dividing the NAVD 88
 AQ2565.geopotential number by the normal gravity value computed on the
 AQ2565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2565.degrees latitude (g = 980.6199 gals.).
 AQ2565
 AQ2565.The modeled gravity was interpolated from observed gravity values.
 AQ2565
 AQ2565;                    North         East    Units  Estimated Accuracy
 AQ2565;SPC FL E     -   583,056.      133,995.      MT  (+/- 10 meters HH2 GPS)
 AQ2565
 AQ2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3401773989(NAD 83)
 AQ2565
 AQ2565                          SUPERSEDED SURVEY CONTROL
 AQ2565
 AQ2565  NAVD 88 (09/30/10)    3.220  (m)           10.56   (f) SUPERSEDED  2 1
 AQ2565  NAVD 88 (06/15/91)    3.241  (m)           10.63   (f) SUPERSEDED  2 1
 AQ2565  NGVD 29 (09/01/92)    3.524  (m)           11.56   (f) ADJUSTED    2 1
 AQ2565
 AQ2565.Superseded values are not recommended for survey control.
 AQ2565
 AQ2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2565.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2565
 AQ2565_MARKER: DB = BENCH MARK DISK
 AQ2565_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AQ2565_SP_SET: SIGNAL LIGHT BASE
 AQ2565_STAMPING: 0767 D 1978
 AQ2565_MARK LOGO: NOS
 AQ2565_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2565+STABILITY: SURFACE MOTION
 AQ2565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2565+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2010
 AQ2565
 AQ2565  HISTORY     - Date     Condition        Report By
 AQ2565  HISTORY     - 1978     MONUMENTED       NOS
 AQ2565  HISTORY     - 1985     GOOD             FLDNR
 AQ2565  HISTORY     - 20030529 GOOD             FLDEP
 AQ2565  HISTORY     - 20100915 GOOD             FLDEP
 AQ2565
 AQ2565                          STATION DESCRIPTION
 AQ2565
 AQ2565'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2565'3.55 MI NORTH FROM SATSUMA.
 AQ2565'BEGIN AT THE JUNCTION OF COUNTY ROAD C-309 WITH U.S. HIGHWAY 17 IN
 AQ2565'SATSUMA, GO 0.95 MILE NORTH ON U.S. 17 TO THE JUNCTION OF COUNTY
 AQ2565'ROAD C-309B, GO 2 MILES NORTHWEST ON C-309B TO THE JUNCTION OF A
 AQ2565'PRIVATE DRIVE LEADING NORTHEAST ACROSS THE RAILROAD TRACKS, CROSS THE
 AQ2565'TRACKS AND GO 0.6 MILE NORTHWEST ALONG THE RAILROAD TO THE RAILROAD
 AQ2565'BRIDGE ACROSS THE ST. JOHNS RIVER AND THE MARK.  THE MARK IS SET IN
 AQ2565'THE SOUTHWEST CORNER OF THE BASE FOR THE SIGNAL LIGHT 145 FEET SOUTH
 AQ2565'OF THE BRIDGE, 11.5 FEET EAST OF THE CENTERLINE OF THE RAILROAD, AND
 AQ2565'11.1 FEET WEST OF THE BRIDGE TENDERS RESIDENCE.
 AQ2565
 AQ2565                          STATION RECOVERY (2003)
 AQ2565
 AQ2565'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AQ2565'THE MARK IS ABOUT 3.4 MI (5.5 KM) NORTHWEST OF SATSUMA, IN SECTION 28,
 AQ2565'TOWNSHIP 10 SOUTH, RANGE 26 EAST.
 AQ2565'
 AQ2565'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD C-309 AND U.S.
 AQ2565'HIGHWAY 17 IN SATSUMA, GO NORTH ON U.S. HIGHWAY 17 FOR 0.95 MI (1.5
 AQ2565'KM) TO THE JUNCTION OF COUNTY ROAD C-309 (BUFFALO BLUFF).  TURN LEFT
 AQ2565'ON COUNTY ROAD C-309B (BUFFALO BLUFF) AND GO NORTHWEST FOR 1.95 MI
 AQ2565'(3.1 KM) TO THE JUNCTION OF A PRIVATE DRIVEWAY LEADING NORTHEAST.
 AQ2565'TURN RIGHT ON THE PRIVATE DRIVEWAY AND GO NORTHEAST CROSSING THE RAIL
 AQ2565'ROAD TRACKS FOR ABOUT 100.0 FT (30.5 M) TO THE JUNCTION OF A DIRT ROAD
 AQ2565'PARALLEL TO THE RAILROAD TRACKS.  TURN LEFT ON THE DIRT ROAD AND GO
 AQ2565'NORTH FOR 0.6 MI (1.0 KM) TO THE RAILROAD BRIDGE AND THE MARK, SET
 AQ2565'FLUSH IN THE SOUTHWEST CORNER OF THE CONCRETE BASE OF THE SOUTHERN
 AQ2565'DRAWBRIDGE SIGNAL LIGHT.    LOCATED 145.0 FT (44.2 M) SOUTH OF THE
 AQ2565'SOUTHERN END OF THE CONCRETE RAILROAD BRIDGE, 11.5 FT (3.5 M) WEST OF
 AQ2565'THE BRIDGE TENDERS RESIDENCE AND 1.8 FT (0.5 M) SOUTHWEST OF THE
 AQ2565'SIGNAL SUPPORT FRAME.
 AQ2565
 AQ2565                          STATION RECOVERY (2010)
 AQ2565
 AQ2565'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (BPJ)
 AQ2565'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2569 ***********************************************************************
 AQ2569  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2569  DESIGNATION -  872 0767 E
 AQ2569  PID         -  AQ2569
 AQ2569  STATE/COUNTY-  FL/PUTNAM
 AQ2569  COUNTRY     -  US
 AQ2569  USGS QUAD   -  SATSUMA (2018)
 AQ2569
 AQ2569                         *CURRENT SURVEY CONTROL
 AQ2569  ______________________________________________________________________
 AQ2569* NAD 83(1986) POSITION- 29 35 50.0    (N) 081 41 00.4    (W)   HD_HELD2
 AQ2569* NAVD 88 ORTHO HEIGHT -     2.933 (meters)        9.62  (feet) ADJUSTED
 AQ2569  ______________________________________________________________________
 AQ2569  GEOID HEIGHT    -        -28.381 (meters)                     GEOID18
 AQ2569  DYNAMIC HEIGHT  -          2.929 (meters)        9.61  (feet) COMP
 AQ2569  MODELED GRAVITY -    979,283.9   (mgal)                       NAVD 88
 AQ2569
 AQ2569  VERT ORDER      -  SECOND    CLASS I
 AQ2569
 AQ2569.The horizontal coordinates were established by autonomous hand held GPS
 AQ2569.observations and have an estimated accuracy of +/- 10 meters.
 AQ2569
 AQ2569.The orthometric height was determined by differential leveling and
 AQ2569.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2569.in September 2010.
 AQ2569
 AQ2569.No vertical observational check was made to the station.
 AQ2569
 AQ2569.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2569.GEOID18 height accuracy estimate available here.
 AQ2569
 AQ2569.This Tidal Bench Mark is designated as VM 16574
 AQ2569.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2569
 AQ2569.Click photographs - Photos may exist for this station.
 AQ2569
 AQ2569.The dynamic height is computed by dividing the NAVD 88
 AQ2569.geopotential number by the normal gravity value computed on the
 AQ2569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2569.degrees latitude (g = 980.6199 gals.).
 AQ2569
 AQ2569.The modeled gravity was interpolated from observed gravity values.
 AQ2569
 AQ2569;                    North         East    Units  Estimated Accuracy
 AQ2569;SPC FL E     -   583,418.      133,795.      MT  (+/- 10 meters HH2 GPS)
 AQ2569
 AQ2569_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3381774350(NAD 83)
 AQ2569
 AQ2569                          SUPERSEDED SURVEY CONTROL
 AQ2569
 AQ2569  NAVD 88 (06/15/91)    2.972  (m)            9.75   (f) SUPERSEDED  2 1
 AQ2569  NGVD 29 (09/01/92)    3.255  (m)           10.68   (f) ADJUSTED    2 1
 AQ2569
 AQ2569.Superseded values are not recommended for survey control.
 AQ2569
 AQ2569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2569.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2569
 AQ2569_MARKER: DB = BENCH MARK DISK
 AQ2569_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AQ2569_SP_SET: SIGNAL LIGHT BASE
 AQ2569_STAMPING: 0767 E 1978
 AQ2569_MARK LOGO: NOS
 AQ2569_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2569+STABILITY: SURFACE MOTION
 AQ2569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2569+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2010
 AQ2569
 AQ2569  HISTORY     - Date     Condition        Report By
 AQ2569  HISTORY     - 1978     MONUMENTED       NOS
 AQ2569  HISTORY     - 1985     GOOD             FLDNR
 AQ2569  HISTORY     - 20030529 GOOD             FLDEP
 AQ2569  HISTORY     - 20100915 GOOD             FLDEP
 AQ2569
 AQ2569                          STATION DESCRIPTION
 AQ2569
 AQ2569'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2569'3.55 MI NORTH FROM SATSUMA.
 AQ2569'BEGIN AT THE JUNCTION OF COUNTY ROAD C-309 WITH U.S. HIGHWAY 17 IN
 AQ2569'SATSUMA, GO 0.95 MILE NORTH ON U.S. 17 TO THE JUNCTION OF COUNTY
 AQ2569'ROAD C-309B, GO 2 MILE NORTHWEST ON C-309B TO THE JUNCTION OF A
 AQ2569'PRIVATE DRIVE LEADING NORTHEAST ACROSS THE RAILROAD TRACKS, CROSS THE
 AQ2569'TRACKS AND GO 0.6 MILE NORTHWEST ALONG THE RAILROAD TO THE RAILROAD
 AQ2569'BRIDGE ACROSS THE ST. JOHNS RIVER AND THE MARK.  THE MARK IS SET IN
 AQ2569'THE NORTHEAST CORNER OF THE CONCRETE BASE FOR THE SIGNAL LIGHT 331
 AQ2569'FEET NORTH OF THE BRIDGE, 11.5 FEET WEST OF THE CENTERLINE OF THE
 AQ2569'RAILROAD, AND 8.7 FEET NORTH OF THE METAL HOUSING FOR A TRACK RELAY
 AQ2569'SWITCH.
 AQ2569
 AQ2569                          STATION RECOVERY (2003)
 AQ2569
 AQ2569'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AQ2569'THE MARK IS ABOUT 3.4 MI (5.5 KM) NORTHWEST OF SATSUMA, IN SECTION 27,
 AQ2569'TOWNSHIP 10 SOUTH, RANGE 26 EAST.
 AQ2569'
 AQ2569'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD C-309 AND U.S.
 AQ2569'HIGHWAY 17 IN SATSUMA, GO NORTH ON U.S. HIGHWAY 17 FOR 0.95 MI (1.5
 AQ2569'KM) TO THE JUNCTION OF COUNTY ROAD C-309 (BUFFALO BLUFF).  TURN LEFT
 AQ2569'ON COUNTY ROAD C-309B (BUFFALO BLUFF) AND GO NORTHWEST FOR 1.95 MI
 AQ2569'(3.1 KM) TO THE JUNCTION OF A PRIVATE DRIVEWAY LEADING NORTHEAST.
 AQ2569'TURN RIGHT ON THE PRIVATE DRIVEWAY AND GO NORTHEAST CROSSING THE
 AQ2569'RAILROAD TRACKS FOR ABOUT 100.0 FT (30.5 M) TO THE JUNCTION OF A DIRT
 AQ2569'ROAD PARALLEL TO THE RAILROAD TRACKS.  TURN LEFT ON THE DIRT ROAD AND
 AQ2569'GO NORTH FOR 0.6 MI (1.0 KM) TO THE RAILROAD BRIDGE AND THE MARK, SET
 AQ2569'FLUSH IN A 3.0 FT (0.9 M) X 3.0 FT (0.9 M) X 1.5 FT (0.5 M) CONCRETE
 AQ2569'BASE FOR THE TRAIN SIGNAL LIGHT ON THE NORTH END OF THE RAILROAD
 AQ2569'BRIDGE.
 AQ2569'
 AQ2569'LOCATED 331.0 FT (100.9 M) NORTH OF THE NORTH END OF THE BRIDGE AND
 AQ2569'BENCH MARK 0767 C 1978, 11.5 FT (3.5 M) WEST OF THE CENTERLINE OF THE
 AQ2569'RAILROAD TRACKS AND 8.7 FT (2.7 M) NORTH OF THE TRACK RELY SWITCH
 AQ2569'ENCLOSED IN A GRAY METAL HOUSE.
 AQ2569
 AQ2569                          STATION RECOVERY (2010)
 AQ2569
 AQ2569'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (BPJ)
 AQ2569'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9227 ***********************************************************************
 DI9227  TIDAL BM    -  This is a Tidal Bench Mark.
 DI9227  DESIGNATION -  872 0767 F
 DI9227  PID         -  DI9227
 DI9227  STATE/COUNTY-  FL/PUTNAM
 DI9227  COUNTRY     -  US
 DI9227  USGS QUAD   -  SATSUMA (2018)
 DI9227
 DI9227                         *CURRENT SURVEY CONTROL
 DI9227  ______________________________________________________________________
 DI9227* NAD 83(2011) POSITION- 29 35 15.38553(N) 081 40 40.12574(W)   ADJUSTED
 DI9227* NAD 83(2011) ELLIP HT-   -24.990 (meters)        (06/27/12)   ADJUSTED
 DI9227* NAD 83(2011) EPOCH   -  2010.00
 DI9227* NAVD 88 ORTHO HEIGHT -     3.364 (meters)       11.04  (feet) ADJUSTED
 DI9227  ______________________________________________________________________
 DI9227  GEOID HEIGHT    -        -28.393 (meters)                     GEOID18
 DI9227  NAD 83(2011) X  -    803,440.878 (meters)                     COMP
 DI9227  NAD 83(2011) Y  - -5,492,496.383 (meters)                     COMP
 DI9227  NAD 83(2011) Z  -  3,130,690.576 (meters)                     COMP
 DI9227  LAPLACE CORR    -         -1.45  (seconds)                    DEFLEC18
 DI9227  DYNAMIC HEIGHT  -          3.360 (meters)       11.02  (feet) COMP
 DI9227  MODELED GRAVITY -    979,282.5   (mgal)                       NAVD 88
 DI9227
 DI9227  VERT ORDER      -  SECOND    CLASS I
 DI9227
 DI9227  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI9227  Standards:
 DI9227         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI9227            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI9227  -------------------------------------------------------------------
 DI9227  NETWORK    0.97   1.29           0.32   0.45   0.66      0.00258628
 DI9227  -------------------------------------------------------------------
 DI9227  Click here for local accuracies and other accuracy information.
 DI9227
 DI9227.The horizontal coordinates were established by GPS observations
 DI9227.and adjusted by the National Geodetic Survey in June 2012.
 DI9227
 DI9227.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI9227.been affixed to the stable North American tectonic plate. See 
 DI9227.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI9227
 DI9227.The horizontal coordinates are valid at the epoch date displayed above
 DI9227.which is a decimal equivalence of Year/Month/Day.
 DI9227
 DI9227.The orthometric height was determined by differential leveling and
 DI9227.adjusted by the NATIONAL GEODETIC SURVEY
 DI9227.in September 2010.
 DI9227
 DI9227.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9227.GEOID18 height accuracy estimate available here.
 DI9227
 DI9227.This Tidal Bench Mark is designated as VM 17689
 DI9227.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI9227
 DI9227.Click photographs - Photos may exist for this station.
 DI9227
 DI9227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI9227
 DI9227.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI9227
 DI9227.The ellipsoidal height was determined by GPS observations
 DI9227.and is referenced to NAD 83.
 DI9227
 DI9227.The dynamic height is computed by dividing the NAVD 88
 DI9227.geopotential number by the normal gravity value computed on the
 DI9227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9227.degrees latitude (g = 980.6199 gals.).
 DI9227
 DI9227.The modeled gravity was interpolated from observed gravity values.
 DI9227
 DI9227. The following values were computed from the NAD 83(2011) position.
 DI9227
 DI9227;                    North         East     Units Scale Factor Converg.
 DI9227;SPC FL E     -   582,348.740   134,334.737   MT  0.99999436   -0 20 04.9
 DI9227;SPC FL E     - 1,910,589.16    440,729.88   sFT  0.99999436   -0 20 04.9
 DI9227;UTM  17      - 3,273,282.026   434,357.142   MT  0.99965317   -0 20 04.9
 DI9227
 DI9227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI9227!SPC FL E     -   1.00000392  x   0.99999436  =   0.99999828
 DI9227!UTM  17      -   1.00000392  x   0.99965317  =   0.99965709
 DI9227
 DI9227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3435773282(NAD 83)
 DI9227
 DI9227                          SUPERSEDED SURVEY CONTROL
 DI9227
 DI9227  NAD 83(2007)-  29 35 15.38586(N)    081 40 40.12636(W) AD(2002.00) B
 DI9227  ELLIP H (06/10/09)  -25.016  (m)                       GP(2002.00) 3 2
 DI9227  NAD 83(1999)-  29 35 15.38562(N)    081 40 40.12653(W) AD(       ) B
 DI9227  ELLIP H (06/27/07)  -24.973  (m)                       GP(       ) 3 2
 DI9227  NAVD 88 (06/27/07)    3.43   (m)  GEOID03  model used  GPS OBS        
 DI9227
 DI9227.Superseded values are not recommended for survey control.
 DI9227
 DI9227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI9227.See file dsdata.pdf to determine how the superseded data were derived.
 DI9227
 DI9227_MARKER: F = FLANGE-ENCASED ROD
 DI9227_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI9227_STAMPING: 0767 F 1995
 DI9227_MARK LOGO: NOS
 DI9227_PROJECTION: FLUSH
 DI9227_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI9227_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI9227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9227+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2010
 DI9227_ROD/PIPE-DEPTH: 24.8 meters
 DI9227
 DI9227  HISTORY     - Date     Condition        Report By
 DI9227  HISTORY     - 1995     MONUMENTED       NOS
 DI9227  HISTORY     - 20030529 GOOD             FLDEP
 DI9227  HISTORY     - 2006     GOOD             FLDEP
 DI9227  HISTORY     - 20100915 GOOD             FLDEP
 DI9227
 DI9227                          STATION DESCRIPTION
 DI9227
 DI9227'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DI9227'THE MARK IS ABOUT 3.0 MI (4.8 KM) NORTHWEST OF SATSUMA, IN SECTION 33,
 DI9227'TOWNSHIP 10 SOUTH, RANGE 26 EAST.
 DI9227'
 DI9227'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD C-309 AND U.S.
 DI9227'HIGHWAY 17 IN SATSUMA, GO NORTH ON U.S. HIGHWAY 17 FOR 0.95 MI (1.5
 DI9227'KM) TO THE JUNCTION OF COUNTY ROAD C-309 (BUFFALO BLUFF).  TURN LEFT
 DI9227'ON COUNTY ROAD C-309B (BUFFALO BLUFF) AND GO NORTHWEST FOR 2.15 MI
 DI9227'(3.5 KM) TO THE DEAD END OF COUNTY ROAD 309B AND THE MARK ON THE
 DI9227'RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 81.3 FT
 DI9227'(24.8 M) WITH A NOS LOGO CAP FLUSH WITH THE GROUND AND 0.5 FT (0.2 M)
 DI9227'BELOW LEVEL OF COUNTY ROAD C-309B, THE DATUM POINT IS RECESSED 0.6 FT
 DI9227'(0.2 M) BELOW THE LEVEL OF THE NOS LOGO CAP.
 DI9227'
 DI9227'LOCATED 104.0 FT (31.7 M) WEST OF THE CENTER OF THE RAILROAD TRACKS,
 DI9227'96.0 FT (29.3 M) NORTH OF THE APPROXIMATE CENTER OF WOODBURY TRAIL (A
 DI9227'DIRT ROAD LEADING EAST THEN NORTH), 39.3 FT (12.0 M) NORTHEAST OF THE
 DI9227'EAST END OF THE DEAD END OF C-309B, 6.2 FT (1.9 M) NORTH OF POWER POLE
 DI9227'NUMBER G AND 5.9 FT (1.8 M) SOUTH OF A POWER POLE WITH A CARSONITE
 DI9227'WITNESS POST.
 DI9227'
 DI9227'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 DI9227'LOGO CAP.
 DI9227
 DI9227                          STATION RECOVERY (2006)
 DI9227
 DI9227'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (RH)
 DI9227'THE MARK IS ABOUT 3.0 MI NORTHWEST OF SATSUMA, AT THE DEAD END OF THE
 DI9227'COUNTY ROAD  C-309B (BUFFALO BLUFF ROAD), IN SECTION 33, TOWNSHIP 10
 DI9227'SOUTH, RANGE 26 EAST.
 DI9227'
 DI9227'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 AND COUNTY ROAD
 DI9227'C-309 IN  SATSUMA, GO NORTH ON U.S. HIGHWAY 17 FOR 0.95 MI TO THE
 DI9227'JUNCTION OF COUNTY ROAD C-309B  (BUFFALO BLUFF ROAD) ON THE LEFT, TURN
 DI9227'LEFT ON COUNTY ROAD C-309B (BUFFALO BLUFF ROAD)  AND GO NORTHWEST FOR
 DI9227'2.15 TO THE DEAD END AND THE MARK ON THE RIGHT, A STAINLESS STEEL  ROD
 DI9227'DRIVEN TO REFUSAL AT A DEPTH OF 81.3 FT WITH A NOS LOGO CAP FLUSH WITH
 DI9227'THE GROUND  AND ABOUT 0.5 FT BELOW THE LEVEL OF COUNTY ROAD C-309B
 DI9227'(BUFFALO BLUFF ROAD), THE DATUM  POINT IS RECESSED 0.6 FT BELOW THE
 DI9227'LEVEL OF THE NOS LOGO CAP.
 DI9227'
 DI9227'LOCATED 104.0 FT WEST OF THE CENTER OF THE SEABOARD COAST LINE
 DI9227'RAILROAD TRACKS, 96.0 FT  NORTH OF THE APPROXIMATE CENTERLINE OF
 DI9227'WOODBURY TRAIL, 39.3 FT NORTHEAST OF THE EAST  END OF THE DEAD END OF
 DI9227'C-309B, 6.2 FT NORTH OF POWER POLE NUMBER G AND 5.9 FT SOUTH OF A
 DI9227'CARSONITE WITNESS POST.   NOTE ACCESS TO THE DATUM POINT IS HAD
 DI9227'THROUGH A 5-INCH NOS LOGO CAP.
 DI9227
 DI9227                          STATION RECOVERY (2010)
 DI9227
 DI9227'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (BPJ)
 DI9227'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9120 ***********************************************************************
 DL9120  DESIGNATION -  872 0767 G
 DL9120  PID         -  DL9120
 DL9120  STATE/COUNTY-  FL/PUTNAM
 DL9120  COUNTRY     -  US
 DL9120  USGS QUAD   -  SATSUMA (2018)
 DL9120
 DL9120                         *CURRENT SURVEY CONTROL
 DL9120  ______________________________________________________________________
 DL9120* NAD 83(1986) POSITION- 29 35 07.5    (N) 081 40 35.1    (W)   HD_HELD2
 DL9120* NAVD 88 ORTHO HEIGHT -     3.525 (meters)       11.56  (feet) ADJUSTED
 DL9120  ______________________________________________________________________
 DL9120  GEOID HEIGHT    -        -28.396 (meters)                     GEOID18
 DL9120  DYNAMIC HEIGHT  -          3.521 (meters)       11.55  (feet) COMP
 DL9120  MODELED GRAVITY -    979,282.1   (mgal)                       NAVD 88
 DL9120
 DL9120  VERT ORDER      -  SECOND    CLASS I
 DL9120
 DL9120.The horizontal coordinates were established by autonomous hand held GPS
 DL9120.observations and have an estimated accuracy of +/- 10 meters.
 DL9120
 DL9120.The orthometric height was determined by differential leveling and
 DL9120.adjusted by the NATIONAL GEODETIC SURVEY
 DL9120.in September 2010.
 DL9120
 DL9120.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9120.GEOID18 height accuracy estimate available here.
 DL9120
 DL9120.Click photographs - Photos may exist for this station.
 DL9120
 DL9120.The dynamic height is computed by dividing the NAVD 88
 DL9120.geopotential number by the normal gravity value computed on the
 DL9120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9120.degrees latitude (g = 980.6199 gals.).
 DL9120
 DL9120.The modeled gravity was interpolated from observed gravity values.
 DL9120
 DL9120;                    North         East    Units  Estimated Accuracy
 DL9120;SPC FL E     -   582,105.      134,469.      MT  (+/- 10 meters HH2 GPS)
 DL9120
 DL9120_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3449073038(NAD 83)
 DL9120
 DL9120                          SUPERSEDED SURVEY CONTROL
 DL9120
 DL9120.No superseded survey control is available for this station.
 DL9120
 DL9120_MARKER: F = FLANGE-ENCASED ROD
 DL9120_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL9120_STAMPING: 0767 G 1995
 DL9120_MARK LOGO: NOS
 DL9120_PROJECTION: FLUSH
 DL9120_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9120_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9120+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2010
 DL9120_ROD/PIPE-DEPTH: 25.2 meters
 DL9120
 DL9120  HISTORY     - Date     Condition        Report By
 DL9120  HISTORY     - 1995     MONUMENTED       NOS
 DL9120  HISTORY     - 20030529 GOOD             FLDEP
 DL9120  HISTORY     - 20100915 GOOD             FLDEP
 DL9120
 DL9120                          STATION DESCRIPTION
 DL9120
 DL9120'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DL9120'THE MARK IS ABOUT 2.8 MI (4.5 KM) NORTHWEST OF SATSUMA, IN SECTION 33,
 DL9120'TOWNSHIP 10 SOUTH, RANGE 26 EAST.
 DL9120'
 DL9120'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD C-309 AND U.S.
 DL9120'HIGHWAY 17 IN SATSUMA, GO NORTH ON U.S. HIGHWAY 17 FOR 0.95 MI (1.5
 DL9120'KM) TO THE JUNCTION OF COUNTY ROAD C-309 (BUFFALO BLUFF).  TURN LEFT
 DL9120'ON COUNTY ROAD C-309B (BUFFALO BLUFF) AND GO NORTHWEST FOR 1.95 MI
 DL9120'(3.1 KM) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO
 DL9120'REFUSAL AT A DEPTH OF 82.7 FT (25.2 M) WITH A NOS LOGO CAP FLUSH WITH
 DL9120'THE GROUND AND LEVEL WITH COUNTY ROAD C-309B, THE DATUM POINT IS
 DL9120'RECESSED 0.6 FT (0.2 M) BELOW THE LEVEL OF THE NOS LOGO CAP.
 DL9120'
 DL9120'LOCATED 160.0 FT (48.8 M) NORTH AND ACROSS COUNTY ROAD C-309B FROM
 DL9120'CODY DRIVE, 106.3 FT (32.4 M) SOUTHWEST OF THE CENTER OF THE RAILROAD
 DL9120'TRACKS, 81.0 FT (24.7 M) SOUTHEAST OF THE APPROXIMATE CENTER OF A DIRT
 DL9120'ROAD LEADING NORTHEAST, 49.8 FT (15.2 M) NORTHEAST OF THE CENTERLINE
 DL9120'OF COUNTY ROAD C-309B, 37.3 FT (11.4 M) WEST-NORTHWEST OF A POWER POLE
 DL9120'AND 1.4 FT (0.4 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DL9120'
 DL9120'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 DL9120'LOGO CAP.
 DL9120'
 DL9120'NOTE A MAGNET WAS PLACED INSIDE OF THE NOS LOGO CAP.
 DL9120
 DL9120                          STATION RECOVERY (2010)
 DL9120
 DL9120'RECOVERY NOTE BY FL DEPT OF ENV PRO 2010 (BPJ)
 DL9120'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0064 ***********************************************************************
 AQ0064  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ0064  DESIGNATION -  872 0774 5
 AQ0064  PID         -  AQ0064
 AQ0064  STATE/COUNTY-  FL/PUTNAM
 AQ0064  COUNTRY     -  US
 AQ0064  USGS QUAD   -  PALATKA (2018)
 AQ0064
 AQ0064                         *CURRENT SURVEY CONTROL
 AQ0064  ______________________________________________________________________
 AQ0064* NAD 83(1986) POSITION- 29 38 51.9    (N) 081 37 46.1    (W)   HD_HELD2
 AQ0064* NAVD 88 ORTHO HEIGHT -     4.583 (meters)       15.04  (feet) ADJUSTED
 AQ0064  ______________________________________________________________________
 AQ0064  GEOID HEIGHT    -        -28.444 (meters)                     GEOID18
 AQ0064  DYNAMIC HEIGHT  -          4.577 (meters)       15.02  (feet) COMP
 AQ0064  MODELED GRAVITY -    979,288.5   (mgal)                       NAVD 88
 AQ0064  OBS GRAVITY     -    979,289.3   (mgal)                       GRAV_OBS
 AQ0064
 AQ0064  VERT ORDER      -  FIRST     CLASS II
 AQ0064
 AQ0064.The horizontal coordinates were established by autonomous hand held GPS
 AQ0064.observations and have an estimated accuracy of +/- 10 meters.
 AQ0064
 AQ0064.The orthometric height was determined by differential leveling and
 AQ0064.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0064.in June 1991.
 AQ0064
 AQ0064.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0064.GEOID18 height accuracy estimate available here.
 AQ0064
 AQ0064.This Tidal Bench Mark is designated as VM 5252
 AQ0064.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ0064
 AQ0064.Click photographs - Photos may exist for this station.
 AQ0064
 AQ0064.The dynamic height is computed by dividing the NAVD 88
 AQ0064.geopotential number by the normal gravity value computed on the
 AQ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0064.degrees latitude (g = 980.6199 gals.).
 AQ0064
 AQ0064.The modeled gravity was interpolated from observed gravity values.
 AQ0064
 AQ0064.The observed gravity was obtained from relative gravimeter ties
 AQ0064.to the IGSN71 gravity network.
 AQ0064
 AQ0064;                    North         East    Units  Estimated Accuracy
 AQ0064;SPC FL E     -   588,989.      139,054.      MT  (+/- 10 meters HH2 GPS)
 AQ0064
 AQ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3907479919(NAD 83)
 AQ0064
 AQ0064                          SUPERSEDED SURVEY CONTROL
 AQ0064
 AQ0064  NGVD 29 (??/??/92)    4.873  (m)           15.99   (f) SUPERSEDED  1 2
 AQ0064  NGVD 29 (09/01/92)    4.873  (m)           15.99   (f) ADJUSTED    1 2
 AQ0064
 AQ0064.Superseded values are not recommended for survey control.
 AQ0064
 AQ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0064.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0064
 AQ0064_MARKER: DB = BENCH MARK DISK
 AQ0064_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AQ0064+WITH SETTING: PAVEMENT
 AQ0064_SP_SET: PORCH
 AQ0064_STAMPING: NO. 5 1934
 AQ0064_MARK LOGO: CGS
 AQ0064_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ0064+STABILITY: SURFACE MOTION
 AQ0064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ0064+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2015
 AQ0064
 AQ0064  HISTORY     - Date     Condition        Report By
 AQ0064  HISTORY     - 1934     MONUMENTED       CGS
 AQ0064  HISTORY     - 1975     GOOD             FLDNR
 AQ0064  HISTORY     - 1978     GOOD             FLDNR
 AQ0064  HISTORY     - 1985     GOOD             FLDNR
 AQ0064  HISTORY     - 19950214 GOOD             FLDEP
 AQ0064  HISTORY     - 19950414 GOOD             FLDEP
 AQ0064  HISTORY     - 20050220 GOOD             USPSQD
 AQ0064  HISTORY     - 20150228 GOOD             GEOCAC
 AQ0064
 AQ0064                          STATION DESCRIPTION
 AQ0064
 AQ0064'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ0064'AT PALATKA.
 AQ0064'THE BENCH MARK IS A STANDARD USC AND GS DISK, STAMPED NO 5 1934,
 AQ0064'AT THE PALATKA POST OFFICE AT THE NORTHEAST INTERSECTION OF
 AQ0064'REID STREET AND SECOND STREET, SET FLUSH IN THE CONCRETE PORCH
 AQ0064'IN THE SOUTHEAST CORNER OF THE MAIN ENTRANCE ON THE WEST SIDE
 AQ0064'(2ND STREET), 28 FEET EAST OF EAST CURB OF 2ND STREET, 21 FEET
 AQ0064'SOUTH OF CENTER OF ENTRANCE, 2 1/2 FEET ABOVE STREET LEVEL.
 AQ0064
 AQ0064                          STATION RECOVERY (1978)
 AQ0064
 AQ0064'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AQ0064'RECOVERED IN GOOD CONDITION.
 AQ0064
 AQ0064                          STATION RECOVERY (1985)
 AQ0064
 AQ0064'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ0064'RECOVERED IN GOOD CONDITION.
 AQ0064
 AQ0064                          STATION RECOVERY (1995)
 AQ0064
 AQ0064'RECOVERY NOTE BY FL DEPT OF ENV PRO 1995 (RWH)
 AQ0064'THE MARK IS IN PALATKA, AT THE CITY HALL, IN SECTION 42, TOWNSHIP 10
 AQ0064'SOUTH, RANGE 27 EAST.
 AQ0064'
 AQ0064'THE MARK IS AT CITY HALL AT THE INTERSECTION OF U.S. HIGHWAY 17, STATE
 AQ0064'ROAD 100 (REID  STREET) AND SECOND STREET IN PALATKA, SET FLUSH IN THE
 AQ0064'SOUTHEAST CORNER OF THE CONCRETE PORCH OF THE CITY HALL AT THE MAIN
 AQ0064'ENTRANCE ON THE WEST SIDE ON SECOND STREET.
 AQ0064'
 AQ0064'LOCATED 28.0 FT (8.5 M) EAST OF THE EAST CURB OF SECOND STREET, 21.0
 AQ0064'FT (6.4 M) SOUTH OF THE CENTER OF THE  ENTRANCE AND 2.5 FT (0.8 M)
 AQ0064'ABOVE THE LEVEL OF 2RD STREET.
 AQ0064
 AQ0064                          STATION RECOVERY (1995)
 AQ0064
 AQ0064'RECOVERY NOTE BY FL DEPT OF ENV PRO 1995 (PBM)
 AQ0064'THE MARK IS IN PALATKA AT THE CITY HALL IN SECTION 42, TOWNSHIP 10
 AQ0064'SOUTH, RANGE 27 EAST. THE MARK IS AT CITY HALL AT THE INTERSECTION OF
 AQ0064'U.S. HIGHWAY 17, STATE ROAD 100 (REID STREET) AND 2ND STREET, SET
 AQ0064'FLUSH IN THE CONCRETE PORCH OF THE CITY HALL IN THE SOUTHEAST CORNER
 AQ0064'OF THE MAIN ENTRANCE ON THE WEST SIDE ON 2ND STREET AND 2.5 FT (0.8 M)
 AQ0064'ABOVE THE LEVEL OF THE STREET. LOCATED 28.0 FT (8.5 M) EAST OF THE
 AQ0064'EAST CURB OF 2ND STREET AND 21.0 FT (6.4 M) SOUTH OF THE CENTER OF THE
 AQ0064'ENTRANCE.
 AQ0064
 AQ0064                          STATION RECOVERY (2005)
 AQ0064
 AQ0064'RECOVERY NOTE BY US POWER SQUADRON 2005 (CGT)
 AQ0064'RECOVERED IN GOOD CONDITION.
 AQ0064
 AQ0064                          STATION RECOVERY (2015)
 AQ0064
 AQ0064'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AQ0064'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1559 ***********************************************************************
 AQ1559  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1559  DESIGNATION -  872 0774 8
 AQ1559  PID         -  AQ1559
 AQ1559  STATE/COUNTY-  FL/PUTNAM
 AQ1559  COUNTRY     -  US
 AQ1559  USGS QUAD   -  PALATKA (2018)
 AQ1559
 AQ1559                         *CURRENT SURVEY CONTROL
 AQ1559  ______________________________________________________________________
 AQ1559* NAD 83(1986) POSITION- 29 38 41.     (N) 081 37 52.     (W)   SCALED
 AQ1559* NAVD 88 ORTHO HEIGHT -     2.058 (meters)        6.75  (feet) ADJUSTED
 AQ1559  ______________________________________________________________________
 AQ1559  GEOID HEIGHT    -        -28.441 (meters)                     GEOID18
 AQ1559  DYNAMIC HEIGHT  -          2.055 (meters)        6.74  (feet) COMP
 AQ1559  MODELED GRAVITY -    979,288.0   (mgal)                       NAVD 88
 AQ1559
 AQ1559  VERT ORDER      -  SECOND    CLASS I
 AQ1559
 AQ1559.The horizontal coordinates were scaled from a map and have
 AQ1559.an estimated accuracy of +/- 6 seconds.
 AQ1559
 AQ1559.The orthometric height was determined by differential leveling and
 AQ1559.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1559.in September 2010.
 AQ1559
 AQ1559.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1559.GEOID18 height accuracy estimate available here.
 AQ1559
 AQ1559.This Tidal Bench Mark is designated as VM 5254
 AQ1559.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1559
 AQ1559.Click photographs - Photos may exist for this station.
 AQ1559
 AQ1559.The dynamic height is computed by dividing the NAVD 88
 AQ1559.geopotential number by the normal gravity value computed on the
 AQ1559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1559.degrees latitude (g = 980.6199 gals.).
 AQ1559
 AQ1559.The modeled gravity was interpolated from observed gravity values.
 AQ1559
 AQ1559;                    North         East    Units  Estimated Accuracy
 AQ1559;SPC FL E     -   588,650.      138,890.      MT  (+/- 180 meters Scaled)
 AQ1559
 AQ1559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN389795(NAD 83)
 AQ1559
 AQ1559                          SUPERSEDED SURVEY CONTROL
 AQ1559
 AQ1559  NAVD 88 (09/10/97)    2.052  (m)            6.73   (f) SUPERSEDED  1 2
 AQ1559  NAVD 88 (06/15/91)    2.060  (m)            6.76   (f) SUPERSEDED  1 2
 AQ1559  NGVD 29 (??/??/92)    2.349  (m)            7.71   (f) SUPERSEDED  1 2
 AQ1559  NGVD 29 (09/01/92)    2.349  (m)            7.71   (f) ADJUSTED    1 2
 AQ1559
 AQ1559.Superseded values are not recommended for survey control.
 AQ1559
 AQ1559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1559.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1559
 AQ1559_MARKER: DD = SURVEY DISK
 AQ1559_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1559_SP_SET: SEWER COVER
 AQ1559_STAMPING: 8 1973
 AQ1559_MARK LOGO: NOS
 AQ1559_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1559_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1559+SATELLITE: SATELLITE OBSERVATIONS - April 14, 1995
 AQ1559
 AQ1559  HISTORY     - Date     Condition        Report By
 AQ1559  HISTORY     - 1973     MONUMENTED       NOS
 AQ1559  HISTORY     - 1975     GOOD             NGS
 AQ1559  HISTORY     - 1978     GOOD             FLDNR
 AQ1559  HISTORY     - 19950214 GOOD             FLDEP
 AQ1559  HISTORY     - 19950414 GOOD             FLDEP
 AQ1559
 AQ1559                          STATION DESCRIPTION
 AQ1559
 AQ1559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AQ1559'AT PALATKA.
 AQ1559'THE BENCH MARK IS A STANDARD NOS DISK, STAMPED 8 1973 AT THE
 AQ1559'PALATKA CITY PARK ON THE ST. JOHNS RIVER, SET FLUSH IN TOP OF A
 AQ1559'6 FEET DIAMETER CONCRETE SEWER COVER, ABOUT 4 INCHES ABOVE GROUND,
 AQ1559'2 FEET SOUTH OF THE CENTER OF THE 2 FEET ROUND STEEL MANHOLE
 AQ1559'COVER, ABOUT 25 FEET EAST OF THE CENTERLINE RIVER STREET, ABOUT 40
 AQ1559'FEET SOUTHEAST OF THE INTERSECTION OF CENTERLINES RIVER STREET AND
 AQ1559'LAUREL STREET, ABOUT MIDWAY BETWEEN THE DRIVEWAYS TO THE TWO
 AQ1559'PARKING AREAS OFF RIVER STREET.
 AQ1559
 AQ1559                          STATION RECOVERY (1978)
 AQ1559
 AQ1559'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AQ1559'RECOVERED IN GOOD CONDITION.
 AQ1559
 AQ1559                          STATION RECOVERY (1995)
 AQ1559
 AQ1559'RECOVERY NOTE BY FL DEPT OF ENV PRO 1995 (RWH)
 AQ1559'THE MARK IS IN PALATKA, AT THE CITY PARK, IN SECTION 42, TOWNSHIP 10
 AQ1559'SOUTH, RANGE 27 EAST.
 AQ1559'
 AQ1559'TO REACH THE MARK FROM THE CITY HALL, AT THE INTERSECTION OF U.S.
 AQ1559'HIGHWAY 17, STATE ROAD 100 (REID STREET) AND 2RD STREET IN PALATKA, GO
 AQ1559'WEST ON U.S. HIGHWAY 17, STATE ROAD 100 (REID STREET) FOR 0.1 MI (0.2
 AQ1559'KM) TO THE INTERSECTION OF THIRD STREET.  TURN LEFT ON THIRD STREET
 AQ1559'AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF LAUREL STREET AND
 AQ1559'THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A 3.0 FT (0.9 M)
 AQ1559'DIAMETER CONCRETE SEWER COVER, 0.3 FT (0.1 M) ABOVE THE LEVEL OF THE
 AQ1559'GROUND AND MIDWAY BETWEEN THE DRIVEWAYS OF THE TWO PARKING AREAS OFF
 AQ1559'THIRD STREET.
 AQ1559'
 AQ1559'LOCATED 40.0 FT (12.2 M) SOUTHEAST OF THE INTERSECTION OF THE
 AQ1559'CENTERLINE OF THIRD STREET AND LAUREL STREET, 25.0 FT (7.6 M) EAST OF
 AQ1559'THE CENTERLINE OF THIRD STREET AND 2.0 FT (0.6 M) SOUTH OF THE CENTER
 AQ1559'OF THE 2.0 FT (0.6 M) ROUND STEEL MANHOLE COVER.
 AQ1559
 AQ1559                          STATION RECOVERY (1995)
 AQ1559
 AQ1559'RECOVERY NOTE BY FL DEPT OF ENV PRO 1995 (PBM)
 AQ1559'THE MARK IS IN PALATKA AT THE CITY PARK IN SECTION 42, TOWNSHIP 10
 AQ1559'SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM CITY HALL IN PALATKA, AT
 AQ1559'THE INTERSECTION OF U.S. HIGHWAY 17, STATE ROAD 100 (REID STREET) AND
 AQ1559'2ND STREET, GO WEST ON U.S. HIGHWAY 17, STATE ROAD 100 (REID STREET)
 AQ1559'FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF 3ND STREET (RIVER STREET),
 AQ1559'TURN LEFT ON 3ND STREET (RIVER STREET) AND GO SOUTH FOR 0.2 MI (0.3
 AQ1559'KM) TO THE JUNCTION OF LAUREL STREET ON THE RIGHT AND THE MARK ON THE
 AQ1559'LEFT, SET FLUSH IN THE TOP OF A 6.0 FT (1.8 M) DIAMETER CONCRETE SEWER
 AQ1559'COVER, 0.3 FT (9.1 CM) ABOVE THE LEVEL OF THE GROUND AND MIDWAY
 AQ1559'BETWEEN THE DRIVEWAYS OF THE TWO PARKING AREAS OFF RIVER STREET.
 AQ1559'LOCATED 40.0 FT (12.2 M) SOUTHEAST OF THE JUNCTION OF THE CENTERLINE
 AQ1559'OF RIVER STREET AND LAUREL STREET, 25.0 FT (7.6 M) EAST OF THE
 AQ1559'CENTERLINE OF RIVER STREET AND 2.0 FT (0.6 M) SOUTH OF THE CENTER OF
 AQ1559'THE 2.0 FT (0.6 M) ROUND STEEL MANHOLE COVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9058 ***********************************************************************
 AC9058  TIDAL BM    -  This is a Tidal Bench Mark.
 AC9058  DESIGNATION -  872 0774 A
 AC9058  PID         -  AC9058
 AC9058  STATE/COUNTY-  FL/PUTNAM
 AC9058  COUNTRY     -  US
 AC9058  USGS QUAD   -  PALATKA (2018)
 AC9058
 AC9058                         *CURRENT SURVEY CONTROL
 AC9058  ______________________________________________________________________
 AC9058* NAD 83(1986) POSITION- 29 38 58.     (N) 081 37 38.     (W)   SCALED
 AC9058* NAVD 88 ORTHO HEIGHT -     0.922 (meters)        3.02  (feet) ADJUSTED
 AC9058  ______________________________________________________________________
 AC9058  GEOID HEIGHT    -        -28.447 (meters)                     GEOID18
 AC9058  DYNAMIC HEIGHT  -          0.921 (meters)        3.02  (feet) COMP
 AC9058  MODELED GRAVITY -    979,288.7   (mgal)                       NAVD 88
 AC9058
 AC9058  VERT ORDER      -  FIRST     CLASS II
 AC9058
 AC9058.The horizontal coordinates were scaled from a map and have
 AC9058.an estimated accuracy of +/- 6 seconds.
 AC9058
 AC9058.The orthometric height was determined by differential leveling and
 AC9058.adjusted by the NATIONAL GEODETIC SURVEY
 AC9058.in September 1997.
 AC9058
 AC9058.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9058.GEOID18 height accuracy estimate available here.
 AC9058
 AC9058.This Tidal Bench Mark is designated as VM 17680
 AC9058.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC9058
 AC9058.Click photographs - Photos may exist for this station.
 AC9058
 AC9058.The dynamic height is computed by dividing the NAVD 88
 AC9058.geopotential number by the normal gravity value computed on the
 AC9058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9058.degrees latitude (g = 980.6199 gals.).
 AC9058
 AC9058.The modeled gravity was interpolated from observed gravity values.
 AC9058
 AC9058;                    North         East    Units  Estimated Accuracy
 AC9058;SPC FL E     -   589,180.      139,270.      MT  (+/- 180 meters Scaled)
 AC9058
 AC9058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN392801(NAD 83)
 AC9058
 AC9058                          SUPERSEDED SURVEY CONTROL
 AC9058
 AC9058.No superseded survey control is available for this station.
 AC9058
 AC9058_MARKER: F = FLANGE-ENCASED ROD
 AC9058_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC9058_STAMPING: 0774 A 1995
 AC9058_MARK LOGO: NOS
 AC9058_PROJECTION: FLUSH
 AC9058_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9058_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC9058+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1995
 AC9058_ROD/PIPE-DEPTH: 20.2 meters
 AC9058
 AC9058  HISTORY     - Date     Condition        Report By
 AC9058  HISTORY     - 1995     MONUMENTED       FLDEP
 AC9058  HISTORY     - 19950214 GOOD             FLDEP
 AC9058  HISTORY     - 20050220 GOOD             USPSQD
 AC9058
 AC9058                          STATION DESCRIPTION
 AC9058
 AC9058'DESCRIBED BY FL DEPT OF ENV PRO 1995 (PBM)
 AC9058'THE MARK IS IN PALATKA ON THE NORTH SIDE OF THE HOLIDAY INN IN SECTION
 AC9058'42, TOWNSHIP 10 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM CITY HALL
 AC9058'IN PALATKA AT THE INTERSECTION OF U.S. HIGHWAY 17, STATE ROAD 100
 AC9058'(REID STREET) AND 2ND STREET, GO EAST ON U.S. HIGHWAY 17, STATE ROAD
 AC9058'100 (REID STREET) FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF 1ST
 AC9058'STREET, TURN LEFT ON 1ST STREET AND GO NORTH FOR 0.15 MI (0.24 KM) TO
 AC9058'THE INTERSECTION OF MADISON STREET AND THE MARK ON THE RIGHT, A
 AC9058'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 66.4 FT (20.2 M)
 AC9058'WITH A LOGO CAP FLUSH WITH THE GROUND, DATUM POINT IS RECESSED 0.3 FT
 AC9058'(9.1 CM) BELOW THE LEVEL OF THE LOGO CAP AND 2.5 FT (0.8 M) BELOW
 AC9058'MADISON STREET. LOCATED 160.0 FT (48.8 M) EAST OF THE APPROXIMATE
 AC9058'CENTERLINE OF FIRST STREET, 100.4 FT (30.6 M) NORTHEAST OF THE
 AC9058'NORTHEAST CORNER OF THE HOLIDAY INN, 16.0 FT (4.9 M) WEST OF A 24-INCH
 AC9058'PLAM TREE, 4.2 FT (1.3 M) SOUTH OF A 6.0 FT (1.8 M) TALL CHAINLINK
 AC9058'FENCE AND 4.0 FT (1.2 M) SOUTH OF A CARSONITE WITNESS POST. NOTE
 AC9058'ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AC9058
 AC9058                          STATION RECOVERY (1995)
 AC9058
 AC9058'RECOVERY NOTE BY FL DEPT OF ENV PRO 1995 (RWH)
 AC9058'RECOVERED AS DESCRIBED.
 AC9058
 AC9058                          STATION RECOVERY (2005)
 AC9058
 AC9058'RECOVERY NOTE BY US POWER SQUADRON 2005 (CGT)
 AC9058'CARSONITE WITNESS POST NOW BACKS UP TO THE CHAIN LINK FENCE.  THE
 AC9058'MOTEL IS NO LONGER A HOLIDAY INN. YEAR ON STAMPING IS 1994, NOT 1995.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9055 ***********************************************************************
 AC9055  HT_MOD      -  This is a Height Modernization Survey Station.
 AC9055  TIDAL BM    -  This is a Tidal Bench Mark.
 AC9055  DESIGNATION -  872 0774 B
 AC9055  PID         -  AC9055
 AC9055  STATE/COUNTY-  FL/PUTNAM
 AC9055  COUNTRY     -  US
 AC9055  USGS QUAD   -  PALATKA (2018)
 AC9055
 AC9055                         *CURRENT SURVEY CONTROL
 AC9055  ______________________________________________________________________
 AC9055* NAD 83(2011) POSITION- 29 38 57.89176(N) 081 37 42.62658(W)   ADJUSTED
 AC9055* NAD 83(2011) ELLIP HT-   -24.908 (meters)        (06/27/12)   ADJUSTED
 AC9055* NAD 83(2011) EPOCH   -  2010.00
 AC9055* NAVD 88 ORTHO HEIGHT -     3.57  (meters)       11.7   (feet) GPS OBS
 AC9055  ______________________________________________________________________
 AC9055  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AC9055  GEOID HEIGHT    -        -28.469 (meters)                     GEOID03
 AC9055  GEOID HEIGHT    -        -28.445 (meters)                     GEOID18
 AC9055  NAD 83(2011) X  -    807,674.141 (meters)                     COMP
 AC9055  NAD 83(2011) Y  - -5,488,453.151 (meters)                     COMP
 AC9055  NAD 83(2011) Z  -  3,136,646.489 (meters)                     COMP
 AC9055  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 AC9055
 AC9055  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC9055  Standards:
 AC9055         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC9055            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC9055  -------------------------------------------------------------------
 AC9055  NETWORK    0.87   1.20           0.29   0.40   0.61      0.00461424
 AC9055  -------------------------------------------------------------------
 AC9055  Click here for local accuracies and other accuracy information.
 AC9055
 AC9055.The horizontal coordinates were established by GPS observations
 AC9055.and adjusted by the National Geodetic Survey in June 2012.
 AC9055
 AC9055.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC9055.been affixed to the stable North American tectonic plate. See 
 AC9055.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC9055
 AC9055.The horizontal coordinates are valid at the epoch date displayed above
 AC9055.which is a decimal equivalence of Year/Month/Day.
 AC9055
 AC9055.The orthometric height was determined by GPS observations and a
 AC9055.high-resolution geoid model using precise GPS observation and
 AC9055.processing techniques.
 AC9055
 AC9055.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9055.GEOID18 height accuracy estimate available here.
 AC9055
 AC9055.This Tidal Bench Mark is designated as VM 17681
 AC9055.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC9055
 AC9055.Click photographs - Photos may exist for this station.
 AC9055
 AC9055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC9055
 AC9055.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC9055
 AC9055.The ellipsoidal height was determined by GPS observations
 AC9055.and is referenced to NAD 83.
 AC9055
 AC9055. The following values were computed from the NAD 83(2011) position.
 AC9055
 AC9055;                    North         East     Units Scale Factor Converg.
 AC9055;SPC FL E     -   589,172.754   139,148.593   MT  0.99998685   -0 18 39.3
 AC9055;SPC FL E     - 1,932,977.61    456,523.34   sFT  0.99998685   -0 18 39.3
 AC9055;UTM  17      - 3,280,103.712   439,169.355   MT  0.99964566   -0 18 39.3
 AC9055
 AC9055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC9055!SPC FL E     -   1.00000391  x   0.99998685  =   0.99999076
 AC9055!UTM  17      -   1.00000391  x   0.99964566  =   0.99964957
 AC9055
 AC9055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3916980103(NAD 83)
 AC9055
 AC9055                          SUPERSEDED SURVEY CONTROL
 AC9055
 AC9055  NAD 83(2007)-  29 38 57.89208(N)    081 37 42.62720(W) AD(2002.00) B
 AC9055  ELLIP H (06/10/09)  -24.936  (m)                       GP(2002.00) 3 2
 AC9055  NAD 83(1999)-  29 38 57.89185(N)    081 37 42.62737(W) AD(       ) B
 AC9055  ELLIP H (06/27/07)  -24.892  (m)                       GP(       ) 3 2
 AC9055  NAVD 88 (09/10/97)    3.523  (m)           11.56   (f) ADJUSTED    1 2
 AC9055
 AC9055.Superseded values are not recommended for survey control.
 AC9055
 AC9055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC9055.See file dsdata.pdf to determine how the superseded data were derived.
 AC9055
 AC9055_MARKER: F = FLANGE-ENCASED ROD
 AC9055_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC9055_STAMPING: 0774 B 1994
 AC9055_MARK LOGO: NOS
 AC9055_PROJECTION: FLUSH
 AC9055_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC9055_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC9055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9055+SATELLITE: SATELLITE OBSERVATIONS - 2006
 AC9055_ROD/PIPE-DEPTH: 12.0 meters
 AC9055
 AC9055  HISTORY     - Date     Condition        Report By
 AC9055  HISTORY     - 1994     MONUMENTED       FLDEP
 AC9055  HISTORY     - 19950214 GOOD             FLDEP
 AC9055  HISTORY     - 19960301 GOOD             FLDEP
 AC9055  HISTORY     - 20050807 MARK NOT FOUND   USPSQD
 AC9055  HISTORY     - 2006     GOOD             FLDEP
 AC9055
 AC9055                          STATION DESCRIPTION
 AC9055
 AC9055'DESCRIBED BY FL DEPT OF ENV PRO 1994 (PBM)
 AC9055'THE MARK IS IN PALATKA AT THE NORTHEAST PROPERTY CORNER OF THE NORTH
 AC9055'FLORIDA FARM CREDIT BUILDING IN SECTION 42, TOWNSHIP 10 SOUTH, RANGE
 AC9055'27 EAST. TO REACH THE MARK FROM CITY HALL IN PALATKA AT THE
 AC9055'INTERSECTION OF U.S. HIGHWAY 17, STATE ROAD 100 (REID STREET) AND 2ND
 AC9055'STREET, GO NORTH ON 2ND STREET FOR 0.15 MI (0.24 KM) TO THE
 AC9055'INTERSECTION OF MADISON STREET, TURN RIGHT ON MADISON STREET AND GO
 AC9055'EAST FOR 222.2 FT (67.7 M) TO THE MARK ON THE RIGHT, A STAINLESS STEEL
 AC9055'ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.3 FT (12.0 M) WITH A LOGO CAP
 AC9055'FLUSH WITH THE GROUND, DATUM POINT IS RECESSED 0.3 FT (9.1 CM) BELOW
 AC9055'THE LEVEL OF THE LOGO CAP AND 1.5 FT (0.5 M) ABOVE THE LEVEL OF
 AC9055'MADISON STREET. LOCATED 225.5 FT (68.7 M) WEST OF THE APPROXIMATE
 AC9055'CENTERLINE OF FIRST STREET, 222.2 FT (67.7 M) EAST OF THE APPROXIMATE
 AC9055'CENTERLINE OF SECOND STREET, 98.0 FT (29.9 M) EAST OF THE NORTHEAST
 AC9055'CORNER OF THE FRAM CREDIT OF NORTH FLORIDA BUILDING, 53.3 FT (16.2 M)
 AC9055'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE MADISON HOUSE (NUMBER
 AC9055'107 A TWO STORY HOUSE), 31.7 FT (9.7 M) SOUTH OF THE APPROXIMATE
 AC9055'CENTERLINE OF MADISON STREET (A RED BRICK STREET), 15.6 FT (4.8 M)
 AC9055'EAST OF A 20-INCH PALM TREE, 1.6 FT (0.5 M) WEST OF THE NORTH END OF A
 AC9055'CHAINLINK FENCE AND 1.0 FT (0.3 M) SOUTH OF THE SOUTH END OF THE SIDE
 AC9055'WALK. NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AC9055
 AC9055                          STATION RECOVERY (1995)
 AC9055
 AC9055'RECOVERY NOTE BY FL DEPT OF ENV PRO 1995 (RWH)
 AC9055'RECOVERED AS DESCRIBED.
 AC9055
 AC9055                          STATION RECOVERY (1996)
 AC9055
 AC9055'RECOVERY NOTE BY FL DEPT OF ENV PRO 1996 (VAJ)
 AC9055'THE MARK IS IN PALATKA AT THE NORTHEAST PROPERTY CORNER OF THE NORTH
 AC9055'FLORIDA FARM CREDIT BUILDING IN SECTION 42, TOWNSHIP 10 SOUTH, RANGE
 AC9055'27 EAST. TO REACH THE MARK FROM CITY HALL IN PALATKA AT THE
 AC9055'INTERSECTION OF U.S. HIGHWAY 17, STATE ROAD 100 (REID STREET) AND 2ND
 AC9055'STREET, GO NORTH ON 2ND STREET FOR 0.15 MI (0.24 KM) TO THE
 AC9055'INTERSECTION OF MADISON STREET, TURN RIGHT ON MADISON STREET AND GO
 AC9055'EAST FOR 222.2 FT (67.7 M) TO THE MARK ON THE RIGHT, A STAINLESS STEEL
 AC9055'ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.3 FT (12.0 M) WITH A LOGO CAP
 AC9055'FLUSH WITH THE GROUND, DATUM POINT IS RECESSED 0.3 FT (9.1 CM) BELOW
 AC9055'THE LEVEL OF THE LOGO CAP AND 1.5 FT (0.5 M) ABOVE THE LEVEL OF
 AC9055'MADISON STREET. LOCATED 225.5 FT (68.7 M) WEST OF THE APPROXIMATE
 AC9055'CENTERLINE OF FIRST STREET, 222.2 FT (67.7 M) EAST OF THE APPROXIMATE
 AC9055'CENTERLINE OF SECOND STREET, 98.0 FT (29.9 M) EAST OF THE NORTHEAST
 AC9055'CORNER OF THE FRAM CREDIT OF NORTH FLORIDA BUILDING, 53.3 FT (16.2 M)
 AC9055'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE MADISON HOUSE (NUMBER
 AC9055'107 A TWO STORY HOUSE), 31.7 FT (9.7 M) SOUTH OF THE APPROXIMATE
 AC9055'CENTERLINE OF MADISON STREET (A RED BRICK STREET), 15.6 FT (4.8 M)
 AC9055'EAST OF A 20-INCH PALM TREE, 1.6 FT (0.5 M) WEST OF THE NORTH END OF A
 AC9055'CHAINLINK FENCE AND 1.0 FT (0.3 M) SOUTH OF THE SOUTH END OF THE SIDE
 AC9055'WALK. NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO CAP.
 AC9055
 AC9055                          STATION RECOVERY (2005)
 AC9055
 AC9055'RECOVERY NOTE BY US POWER SQUADRON 2005 (RKP)
 AC9055'MARK NOT FOUND.
 AC9055
 AC9055                          STATION RECOVERY (2006)
 AC9055
 AC9055'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (RH)
 AC9055'RECOVERED IN GOOD CONDITION.
 AC9055'
 AC9055'NOTE A MAGNET WAS PLACED INSIDE OF THE NOS LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC9050 ***********************************************************************
 AC9050  TIDAL BM    -  This is a Tidal Bench Mark.
 AC9050  DESIGNATION -  872 0774 G
 AC9050  PID         -  AC9050
 AC9050  STATE/COUNTY-  FL/PUTNAM
 AC9050  COUNTRY     -  US
 AC9050  USGS QUAD   -  PALATKA (2018)
 AC9050
 AC9050                         *CURRENT SURVEY CONTROL
 AC9050  ______________________________________________________________________
 AC9050* NAD 83(1986) POSITION- 29 38 48.55   (N) 081 37 40.97   (W)   HD_HELD1
 AC9050* NAVD 88 ORTHO HEIGHT -     3.971 (meters)       13.03  (feet) ADJUSTED
 AC9050  ______________________________________________________________________
 AC9050  GEOID HEIGHT    -        -28.446 (meters)                     GEOID18
 AC9050  DYNAMIC HEIGHT  -          3.965 (meters)       13.01  (feet) COMP
 AC9050  MODELED GRAVITY -    979,288.3   (mgal)                       NAVD 88
 AC9050
 AC9050  VERT ORDER      -  FIRST     CLASS II
 AC9050
 AC9050.The horizontal coordinates were determined by differentially corrected
 AC9050.hand held GPS observations or other comparable positioning techniques
 AC9050.and have an estimated accuracy of +/- 3 meters.
 AC9050
 AC9050.The orthometric height was determined by differential leveling and
 AC9050.adjusted by the NATIONAL GEODETIC SURVEY
 AC9050.in September 1997.
 AC9050
 AC9050.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC9050.GEOID18 height accuracy estimate available here.
 AC9050
 AC9050.This Tidal Bench Mark is designated as VM 5255
 AC9050.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC9050
 AC9050.Click photographs - Photos may exist for this station.
 AC9050
 AC9050.The dynamic height is computed by dividing the NAVD 88
 AC9050.geopotential number by the normal gravity value computed on the
 AC9050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC9050.degrees latitude (g = 980.6199 gals.).
 AC9050
 AC9050.The modeled gravity was interpolated from observed gravity values.
 AC9050
 AC9050;                    North         East    Units  Estimated Accuracy
 AC9050;SPC FL E     -   588,884.9     139,191.6     MT  (+/- 3 meters HH1 GPS) 
 AC9050
 AC9050_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3921279815(NAD 83)
 AC9050
 AC9050                          SUPERSEDED SURVEY CONTROL
 AC9050
 AC9050.No superseded survey control is available for this station.
 AC9050
 AC9050_MARKER: DD = SURVEY DISK
 AC9050_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC9050_SP_SET: GUARD RAIL
 AC9050_STAMPING: BH 0774 G
 AC9050_MARK LOGO: FLDT
 AC9050_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC9050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC9050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC9050+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2005
 AC9050
 AC9050  HISTORY     - Date     Condition        Report By
 AC9050  HISTORY     - 1994     MONUMENTED       FLDT
 AC9050  HISTORY     - 19950214 GOOD             FLDEP
 AC9050  HISTORY     - 19950414 GOOD             FLDEP
 AC9050  HISTORY     - 20050806 GOOD             USPSQD
 AC9050
 AC9050                          STATION DESCRIPTION
 AC9050
 AC9050'DESCRIBED BY FL DEPT OF ENV PRO 1995 (RWH)
 AC9050'RECOVERED AS DESCRIBED.
 AC9050
 AC9050                          STATION RECOVERY (1995)
 AC9050
 AC9050'RECOVERY NOTE BY FL DEPT OF ENV PRO 1995 (PBM)
 AC9050'THE MARK IS IN PALATKA AT THE WEST END OF THE U.S. HIGHWAY 17 BRIDGE
 AC9050'OVER ST.  JOHNS RIVER IN SECTION 42, TOWNSHIP 10 SOUTH, RANGE 27 EAST.
 AC9050'TO REACH THE MARK FROM CITY HALL IN PALATKA AT THE INTERSECTION OF
 AC9050'U.S. HIGHWAY 17, STATE ROAD 100 (REID STREET) AND 2ND STREET, GO EAST
 AC9050'ON U.S. HIGHWAY 17, STATE ROAD 100 (REID STREET) FOR 0.10 MI (0.16 KM)
 AC9050'TO THE WEST END OF THE BRIDGE OVER ST.  JOHNS RIVER AND THE MARK ON
 AC9050'THE RIGHT, SET IN THE TOP OF THE SOUTHWEST END OF THE GUARDRAIL OF THE
 AC9050'BRIDGE OVER THE ST. JOHNS RIVER, 3.0 FT (0.9 M) ABOVE THE LEVEL OF THE
 AC9050'PAVEMENT. LOCATED 28.0 FT (8.5 M) SOUTH OF THE CENTERLINE OF THE
 AC9050'SOUTHBOUND LANES, 5.8 FT (1.8 M) EAST OF THE WEST END OF THE RAIL AND
 AC9050'0.6 FT (18.3 CM) WEST OF THE BRIDGE ABUTMENT.
 AC9050
 AC9050                          STATION RECOVERY (2005)
 AC9050
 AC9050'RECOVERY NOTE BY US POWER SQUADRON 2005 (ANR)
 AC9050'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1561 ***********************************************************************
 AQ1561  DESIGNATION -  872 0774 TIDAL 6
 AQ1561  PID         -  AQ1561
 AQ1561  STATE/COUNTY-  FL/PUTNAM
 AQ1561  COUNTRY     -  US
 AQ1561  USGS QUAD   -  PALATKA (2018)
 AQ1561
 AQ1561                         *CURRENT SURVEY CONTROL
 AQ1561  ______________________________________________________________________
 AQ1561* NAD 83(1986) POSITION- 29 38 37.     (N) 081 37 47.     (W)   SCALED
 AQ1561* NAVD 88 ORTHO HEIGHT -     0.888 (meters)        2.91  (feet) ADJUSTED
 AQ1561  ______________________________________________________________________
 AQ1561  GEOID HEIGHT    -        -28.443 (meters)                     GEOID18
 AQ1561  DYNAMIC HEIGHT  -          0.887 (meters)        2.91  (feet) COMP
 AQ1561  MODELED GRAVITY -    979,288.0   (mgal)                       NAVD 88
 AQ1561
 AQ1561  VERT ORDER      -  FIRST     CLASS I
 AQ1561
 AQ1561.The horizontal coordinates were scaled from a map and have
 AQ1561.an estimated accuracy of +/- 6 seconds.
 AQ1561
 AQ1561.The orthometric height was determined by differential leveling and
 AQ1561.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1561.in June 1991.
 AQ1561
 AQ1561.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1561.GEOID18 height accuracy estimate available here.
 AQ1561
 AQ1561.Click photographs - Photos may exist for this station.
 AQ1561
 AQ1561.The dynamic height is computed by dividing the NAVD 88
 AQ1561.geopotential number by the normal gravity value computed on the
 AQ1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1561.degrees latitude (g = 980.6199 gals.).
 AQ1561
 AQ1561.The modeled gravity was interpolated from observed gravity values.
 AQ1561
 AQ1561;                    North         East    Units  Estimated Accuracy
 AQ1561;SPC FL E     -   588,530.      139,030.      MT  (+/- 180 meters Scaled)
 AQ1561
 AQ1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN390794(NAD 83)
 AQ1561
 AQ1561                          SUPERSEDED SURVEY CONTROL
 AQ1561
 AQ1561  NGVD 29 (??/??/92)    1.192  (m)            3.91   (f) SUPERSEDED  1 1
 AQ1561  NGVD 29 (09/01/92)    1.176  (m)            3.86   (f) ADJUSTED    1 1
 AQ1561
 AQ1561.Superseded values are not recommended for survey control.
 AQ1561
 AQ1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1561.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1561
 AQ1561_MARKER: DJ = TIDAL STATION DISK
 AQ1561_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AQ1561+WITH SETTING: PAVEMENT
 AQ1561_SP_SET: FLAGPOLE BASE
 AQ1561_STAMPING: 6 1973
 AQ1561_MARK LOGO: NOS
 AQ1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1561+STABILITY: SURFACE MOTION
 AQ1561
 AQ1561  HISTORY     - Date     Condition        Report By
 AQ1561  HISTORY     - 1973     MONUMENTED       NOS
 AQ1561  HISTORY     - 1975     GOOD             NGS
 AQ1561  HISTORY     - 1978     GOOD             FLDNR
 AQ1561  HISTORY     - 20050219 MARK NOT FOUND   USPSQD
 AQ1561
 AQ1561                          STATION DESCRIPTION
 AQ1561
 AQ1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AQ1561'THE BENCH MARK IS A STANDARD NOS DISK, STAMPED 6 1973, AT THE
 AQ1561'BOATHOUSE MARINA IN PALATKA, SET FLUSH IN THE TOP SOUTHWEST CORNER
 AQ1561'OF A 2 FEET SQUARE CONCRETE BASE OF FLAGPOLE, 1 1/2 FEET ABOVE
 AQ1561'GROUND LEVEL, ABOUT 16 FEET SOUTHWEST OF CENTERLINE OF CONCRETE
 AQ1561'BOAT RAMP, ABOUT 22 FEET NORTHWEST OF WOODEN BULKHEAD AND RIVER,
 AQ1561'ABOUT 125 FEET SOUTHWEST OF CENTERLINE OF RIVER STREET, ABOUT 50
 AQ1561'FEET NORTHEAST OF NORTHEAST SIDE OF MARINA BUILDING.
 AQ1561
 AQ1561                          STATION RECOVERY (1978)
 AQ1561
 AQ1561'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AQ1561'RECOVERED IN GOOD CONDITION.
 AQ1561
 AQ1561                          STATION RECOVERY (2005)
 AQ1561
 AQ1561'RECOVERY NOTE BY US POWER SQUADRON 2005 (CGT)
 AQ1561'REPORTED DESTROYED BY MARINA RESIDENTS
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1562 ***********************************************************************
 AQ1562  DESIGNATION -  872 0774 TIDAL 7
 AQ1562  PID         -  AQ1562
 AQ1562  STATE/COUNTY-  FL/PUTNAM
 AQ1562  COUNTRY     -  US
 AQ1562  USGS QUAD   -  PALATKA (2018)
 AQ1562
 AQ1562                         *CURRENT SURVEY CONTROL
 AQ1562  ______________________________________________________________________
 AQ1562* NAD 83(1986) POSITION- 29 38 37.     (N) 081 37 47.     (W)   SCALED
 AQ1562* NAVD 88 ORTHO HEIGHT -     2.898 (meters)        9.51  (feet) ADJUSTED
 AQ1562  ______________________________________________________________________
 AQ1562  GEOID HEIGHT    -        -28.443 (meters)                     GEOID18
 AQ1562  DYNAMIC HEIGHT  -          2.894 (meters)        9.49  (feet) COMP
 AQ1562  MODELED GRAVITY -    979,288.0   (mgal)                       NAVD 88
 AQ1562
 AQ1562  VERT ORDER      -  FIRST     CLASS I
 AQ1562
 AQ1562.The horizontal coordinates were scaled from a map and have
 AQ1562.an estimated accuracy of +/- 6 seconds.
 AQ1562
 AQ1562.The orthometric height was determined by differential leveling and
 AQ1562.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1562.in June 1991.
 AQ1562
 AQ1562.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1562.GEOID18 height accuracy estimate available here.
 AQ1562
 AQ1562.Click photographs - Photos may exist for this station.
 AQ1562
 AQ1562.The dynamic height is computed by dividing the NAVD 88
 AQ1562.geopotential number by the normal gravity value computed on the
 AQ1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1562.degrees latitude (g = 980.6199 gals.).
 AQ1562
 AQ1562.The modeled gravity was interpolated from observed gravity values.
 AQ1562
 AQ1562;                    North         East    Units  Estimated Accuracy
 AQ1562;SPC FL E     -   588,530.      139,030.      MT  (+/- 180 meters Scaled)
 AQ1562
 AQ1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN390794(NAD 83)
 AQ1562
 AQ1562                          SUPERSEDED SURVEY CONTROL
 AQ1562
 AQ1562  NGVD 29 (??/??/92)    3.185  (m)           10.45   (f) SUPERSEDED  1 1
 AQ1562  NGVD 29 (09/01/92)    3.185  (m)           10.45   (f) ADJUSTED    1 1
 AQ1562
 AQ1562.Superseded values are not recommended for survey control.
 AQ1562
 AQ1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1562.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1562
 AQ1562_MARKER: DJ = TIDAL STATION DISK
 AQ1562_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1562_SP_SET: SLAB
 AQ1562_STAMPING: 7 1973
 AQ1562_MARK LOGO: NOS
 AQ1562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1562
 AQ1562  HISTORY     - Date     Condition        Report By
 AQ1562  HISTORY     - 1973     MONUMENTED       NOS
 AQ1562  HISTORY     - 1975     GOOD             NGS
 AQ1562  HISTORY     - 1978     GOOD             FLDNR
 AQ1562  HISTORY     - 20050219 MARK NOT FOUND   USPSQD
 AQ1562
 AQ1562                          STATION DESCRIPTION
 AQ1562
 AQ1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AQ1562'AT PALATKA.
 AQ1562'THE BENCH MARK IS A STANDARD NOS DISK, STAMPED 7 1973, AT THE
 AQ1562'BOATHOUSE MARINA IN PALATKA, SET FLUSH IN TOP OF THE SOUTHEAST
 AQ1562'CORNER OF A 4 FEET BY 6 FEET CONCRETE SLAB FOR A CITY WATER
 AQ1562'VALVE, 1 FOOT NORTHWEST OF THE NORTHWEST SIDE AND ABOUT 6 FEET
 AQ1562'NORTHEAST OF THE SOUTHWEST CORNER OF THE MARINA BUILDING, ABOUT
 AQ1562'19 FEET SOUTHEAST OF THE CENTERLINE RIVER STREET, ABOUT 65 FEET
 AQ1562'EAST OF THE INTERSECTION OF THE CENTERLINES OF RIVER STREET AND
 AQ1562'HOTEL STREET.
 AQ1562
 AQ1562                          STATION RECOVERY (1978)
 AQ1562
 AQ1562'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AQ1562'RECOVERED IN GOOD CONDITION.
 AQ1562
 AQ1562                          STATION RECOVERY (2005)
 AQ1562
 AQ1562'RECOVERY NOTE BY US POWER SQUADRON 2005 (CGT)
 AQ1562'REPORTED DESTROYED BT MARINA RESIDENTS
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1754 ***********************************************************************
 AQ1754  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1754  DESIGNATION -  872 0782 A TIDAL
 AQ1754  PID         -  AQ1754
 AQ1754  STATE/COUNTY-  FL/PUTNAM
 AQ1754  COUNTRY     -  US
 AQ1754  USGS QUAD   -  SAN MATEO (2018)
 AQ1754
 AQ1754                         *CURRENT SURVEY CONTROL
 AQ1754  ______________________________________________________________________
 AQ1754* NAD 83(1986) POSITION- 29 34 14.     (N) 081 36 24.     (W)   SCALED
 AQ1754* NAVD 88 ORTHO HEIGHT -     0.313 (meters)        1.03  (feet) ADJUSTED
 AQ1754  ______________________________________________________________________
 AQ1754  GEOID HEIGHT    -        -28.481 (meters)                     GEOID18
 AQ1754  DYNAMIC HEIGHT  -          0.313 (meters)        1.03  (feet) COMP
 AQ1754  MODELED GRAVITY -    979,279.1   (mgal)                       NAVD 88
 AQ1754
 AQ1754  VERT ORDER      -  SECOND    CLASS I
 AQ1754
 AQ1754.The horizontal coordinates were scaled from a map and have
 AQ1754.an estimated accuracy of +/- 6 seconds.
 AQ1754
 AQ1754.The orthometric height was determined by differential leveling and
 AQ1754.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1754.in August 2011.
 AQ1754
 AQ1754.No vertical observational check was made to the station.
 AQ1754
 AQ1754.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1754.GEOID18 height accuracy estimate available here.
 AQ1754
 AQ1754.This Tidal Bench Mark is designated as VM 10735
 AQ1754.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1754
 AQ1754.Click photographs - Photos may exist for this station.
 AQ1754
 AQ1754.The dynamic height is computed by dividing the NAVD 88
 AQ1754.geopotential number by the normal gravity value computed on the
 AQ1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1754.degrees latitude (g = 980.6199 gals.).
 AQ1754
 AQ1754.The modeled gravity was interpolated from observed gravity values.
 AQ1754
 AQ1754;                    North         East    Units  Estimated Accuracy
 AQ1754;SPC FL E     -   580,420.      141,220.      MT  (+/- 180 meters Scaled)
 AQ1754
 AQ1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN412713(NAD 83)
 AQ1754
 AQ1754                          SUPERSEDED SURVEY CONTROL
 AQ1754
 AQ1754  NAVD 88 (04/26/01)    0.336  (m)            1.10   (f) SUPERSEDED  3 0
 AQ1754
 AQ1754.Superseded values are not recommended for survey control.
 AQ1754
 AQ1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1754.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1754
 AQ1754_MARKER: DJ = TIDAL STATION DISK
 AQ1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1754_STAMPING: 0782 A 1978 C.L.B.
 AQ1754_MARK LOGO: FLDNR
 AQ1754_PROJECTION: RECESSED 10 CENTIMETERS
 AQ1754_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1754+STABILITY: SURFACE MOTION
 AQ1754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1754+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1994
 AQ1754
 AQ1754  HISTORY     - Date     Condition        Report By
 AQ1754  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ1754  HISTORY     - 19931212 GOOD             FLDEP
 AQ1754  HISTORY     - 19940301 GOOD             FLDEP
 AQ1754
 AQ1754                          STATION DESCRIPTION
 AQ1754
 AQ1754'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1754'2.5 MI SW FROM SAN MATEO.
 AQ1754'BEGIN AT THE INTERSECTION OF STATE ROAD 17 AND STATE ROAD 100 IN SAN
 AQ1754'MATEO, FLORIDA. PROCEED 1.85 MILES SOUTH ALONG STATE ROAD 17 TO AN
 AQ1754'INTERSECTION WITH HORSE LANDING ROAD. PROCEED 0.95 MILES SOUTH ALONG
 AQ1754'HORSE LANDING ROAD TO AN INTERSECTION WITH FISHMAN ROAD. PROCEED 0.05
 AQ1754'MILES WEST ALONG FISHMAN ROAD TO AN INTERSECTION WITH PARADISE POINT
 AQ1754'ROAD. PROCEED 0.25 MILES SOUTH ALONG PARADISE POINT ROAD TO AN
 AQ1754'INTERSECTION WITH PARADISE CIRCLE. PROCEED 0.1 MILES SOUTHERLY AND
 AQ1754'WESTERLY ON PARADISE CIRCLE TO THE RESIDENCE OF MARGARET PECK AND THE
 AQ1754'LOCATION OF THE MARK, WHICH BEARS 24.0 FEET WEST OF THE CENTERLINE
 AQ1754'OF PARADISE CIRCLE, 2.8 FEET EAST OF A UTILITY POLE, 64.7 FEET EAST OF
 AQ1754'THE NORTHEAST CORNER OF THE PECK RESIDENCE, 84.0 FEET NORTH OF THE
 AQ1754'CENTERLINE OF A DRIVEWAY.
 AQ1754
 AQ1754                          STATION RECOVERY (1993)
 AQ1754
 AQ1754'RECOVERY NOTE BY FL DEPT OF ENV PRO 1993 (PBM)
 AQ1754'THE MARK IS LOCATED ABOUT 2.7 MI (4.3 KM) SOUTHWEST OF THE TOWN OF SAN
 AQ1754'MATEO AND 3.0 MI (4.8 KM) NORTHEAST OF THE TOWN OF SATSUMA, IN SECTION
 AQ1754'37, TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH THE MARK FROM THE
 AQ1754'JUNCTION OF STATE ROAD 100 AND U.S. HIGHWAY 17 IN SAN MATEO, GO
 AQ1754'SOUTHWEST ON U.S. HIGHWAY 17 FOR 1.75 MI (2.82 KM) TO THE T JUNCTION
 AQ1754'OF HORSE LANDING ROAD, TURN LEFT AND GO SOUTHEAST ON HORSE LANDING
 AQ1754'ROAD FOR 0.9 MI (1.4 KM) TO THE T JUNCTION OF FISERMANS ROAD TURN
 AQ1754'RIGHT AND GO WESTERLY FOR 150.0 FT (45.7 M) TO THE T JUNCTION OF
 AQ1754'PARADISE POINT ROAD, TURN LEFT AND GO SOUTHERLY ON PARADISE POINT ROAD
 AQ1754'FOR 0.2 MI (0.3 KM) TO THE Y JUNCTION OF EDGE WATER ROAD, CONTINUE
 AQ1754'SOUTHERLY ON PARADISE POINT ROAD FOR 0.2 MI (0.3 KM) TO THE END OF THE
 AQ1754'ROAD AND THE MARK ON THE RIGHT.  SET IN TOP OF A CONCRETE MONUMENT
 AQ1754'RECESSED 0.5 FT (15.2 CM) BELOW THE GROUND AND ABOUT 1 FT (0.3 M)
 AQ1754'BELOW PARADISE POINT ROAD. LOCATED 84.0 FT (25.6 M) NORTH OF THE
 AQ1754'APPROXMATE CENTERLINE OF A DRIVE, 64.7 FT (19.7 M) EAST OF THE
 AQ1754'NORTHEAST CORNER OF A MOBILE HOME, 24.0 FT (7.3 M) WEST OF THE
 AQ1754'APPROXIMATE CENTERLINE OF PARADISE POINT ROAD, 2.8 FT (0.9 M) EAST OF
 AQ1754'A POWER POLE AND 2.0 FT (0.6 M) EAST OF A METAL WITNESS POST.
 AQ1754
 AQ1754                          STATION RECOVERY (1994)
 AQ1754
 AQ1754'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994
 AQ1754'THE MARK IS ABOUT 3.0 MI (4.8 KM) NORTHEAST OF SATSUMA, 2.7 MI (4.3
 AQ1754'KM) SOUTHWEST OF SAN MATEO, IN SECTION  37, TOWNSHIP 11 SOUTH, RANGE
 AQ1754'27 EAST.
 AQ1754'
 AQ1754'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 207 AND U.S. HIGHWAY
 AQ1754'17 IN EAST  PALATKA, GO SOUTH ON U.S. HIGHWAY 17 FOR 2.9 MI (4.7 KM)
 AQ1754'TO THE JUNCTION OF STATE ROAD 100 ON THE  LEFT.  CONTINUE SOUTHWEST ON
 AQ1754'U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF HORSE LANDING
 AQ1754'ROAD ON THE LEFT.  TURN LEFT ON HORSE LANDING ROAD AND GO SOUTHEAST
 AQ1754'FOR 0.8 MI (1.3 KM) TO THE  INTERSECTION OF FISHERMAN ROAD (A DEAD END
 AQ1754'ROAD) ON THE RIGHT AND FINNIGAN ROAD (A DEAD  END ROAD) ON THE LEFT.
 AQ1754'TURN RIGHT ON FISHERMAN ROAD AND GO WESTERLY FOR 150.0 FT (45.7 M) TO
 AQ1754'THE  JUNCTION OF PARADISE POINT ROAD ON THE LEFT.  TURN LEFT ON
 AQ1754'PARADISE POINT ROAD AND GO  SOUTHERLY FOR 0.2 MI (0.3 KM) TO THE
 AQ1754'JUNCTION OF EDGEWATER ROAD ON THE LEFT.  TURN LEFT ON  EDGEWATER ROAD
 AQ1754'AND GO SOUTHERLY FOR 0.2 MI (0.3 KM) TO THE END OF THE ROAD AND
 AQ1754'PARADISE CIRCLE  ON THE RIGHT AND THE MARK ON THE RIGHT, A SURVEY MARK
 AQ1754'DISK SET IN THE TOP OF A CONCRETE  MONUMENT RECESSED 0.4 FT (0.1 M)
 AQ1754'BELOW GROUND LEVEL.
 AQ1754'
 AQ1754'LOCATED 81.0 FT (24.7 M) NORTH OF THE CENTER OF A DRIVEWAY TO A ONE
 AQ1754'STORY DOUBLE WIDE MOBILE  HOME AT 335 PARADISE CIRCLE, 49.5 EAST OF
 AQ1754'THE NORTHEAST CORNER OF THE MOBILE HOME, 26.0  FT WEST OF THE
 AQ1754'APPROXIMATE CENTERLINE OF PARADISE CIRCLE, 2.8 FT (0.9 M) EAST OF A
 AQ1754'WOODEN POWER  POLE AND 2.0 FT (0.6 M) EAST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1753 ***********************************************************************
 AQ1753  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1753  DESIGNATION -  872 0782 B TIDAL
 AQ1753  PID         -  AQ1753
 AQ1753  STATE/COUNTY-  FL/PUTNAM
 AQ1753  COUNTRY     -  US
 AQ1753  USGS QUAD   -  SAN MATEO (2018)
 AQ1753
 AQ1753                         *CURRENT SURVEY CONTROL
 AQ1753  ______________________________________________________________________
 AQ1753* NAD 83(1986) POSITION- 29 34 22.     (N) 081 36 18.     (W)   SCALED
 AQ1753* NAVD 88 ORTHO HEIGHT -     1.172 (meters)        3.85  (feet) ADJUSTED
 AQ1753  ______________________________________________________________________
 AQ1753  GEOID HEIGHT    -        -28.482 (meters)                     GEOID18
 AQ1753  DYNAMIC HEIGHT  -          1.170 (meters)        3.84  (feet) COMP
 AQ1753  MODELED GRAVITY -    979,279.3   (mgal)                       NAVD 88
 AQ1753
 AQ1753  VERT ORDER      -  SECOND    CLASS I
 AQ1753
 AQ1753.The horizontal coordinates were scaled from a map and have
 AQ1753.an estimated accuracy of +/- 6 seconds.
 AQ1753
 AQ1753.The orthometric height was determined by differential leveling and
 AQ1753.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1753.in August 2011.
 AQ1753
 AQ1753.No vertical observational check was made to the station.
 AQ1753
 AQ1753.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1753.GEOID18 height accuracy estimate available here.
 AQ1753
 AQ1753.This Tidal Bench Mark is designated as VM 10736
 AQ1753.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1753
 AQ1753.Click photographs - Photos may exist for this station.
 AQ1753
 AQ1753.The dynamic height is computed by dividing the NAVD 88
 AQ1753.geopotential number by the normal gravity value computed on the
 AQ1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1753.degrees latitude (g = 980.6199 gals.).
 AQ1753
 AQ1753.The modeled gravity was interpolated from observed gravity values.
 AQ1753
 AQ1753;                    North         East    Units  Estimated Accuracy
 AQ1753;SPC FL E     -   580,670.      141,380.      MT  (+/- 180 meters Scaled)
 AQ1753
 AQ1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN414715(NAD 83)
 AQ1753
 AQ1753                          SUPERSEDED SURVEY CONTROL
 AQ1753
 AQ1753  NAVD 88 (04/26/01)    1.205  (m)            3.95   (f) SUPERSEDED  3 0
 AQ1753
 AQ1753.Superseded values are not recommended for survey control.
 AQ1753
 AQ1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1753.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1753
 AQ1753_MARKER: DJ = TIDAL STATION DISK
 AQ1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1753_STAMPING: 0782 B 1978 C.L.B.
 AQ1753_MARK LOGO: FLDNR
 AQ1753_PROJECTION: RECESSED 5 CENTIMETERS
 AQ1753_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1753+STABILITY: SURFACE MOTION
 AQ1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1753+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1994
 AQ1753
 AQ1753  HISTORY     - Date     Condition        Report By
 AQ1753  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ1753  HISTORY     - 19931212 GOOD             FLDEP
 AQ1753  HISTORY     - 19940301 GOOD             FLDEP
 AQ1753
 AQ1753                          STATION DESCRIPTION
 AQ1753
 AQ1753'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1753'2.5 MI SW FROM SAN MATEO.
 AQ1753'BEGIN AT THE INTERSECTION OF STATE ROAD 17 AND STATE ROAD 100 IN SAN
 AQ1753'MATEO, FLORIDA. PROCEED 1.85 MILES SOUTH ON STATE ROAD 17 TO AN
 AQ1753'INTERSECTION WITH HORSE LANDING ROAD. PROCEED 0.95 MILES SOUTH ALONG
 AQ1753'HORSE LANDING ROAD TO AN INTERSECTION WITH FISHMAN ROAD. PROCEED 0.05
 AQ1753'MILES WEST ON FISHMAN ROAD TO AN INTERSECTION WITH PARADISE POINT
 AQ1753'ROAD. PROCEED 0.15 MILES SOUTH ALONG PARADISE POINT ROAD TO A CURVE
 AQ1753'AND THE LOCATION OF THE MARK, WHICH BEARS 29.0 FEET SOUTH OF THE
 AQ1753'CENTER LINE OF PARADISE POINT ROAD, 29.0 FEET EAST OF THE CENTERLINE
 AQ1753'OF PARADISE POINT ROAD, 3.0 FEET EAST OF A UTILITY POLE, 6.8 FEET WEST
 AQ1753'OF A GUY SUPPORT WIRE.
 AQ1753
 AQ1753                          STATION RECOVERY (1993)
 AQ1753
 AQ1753'RECOVERY NOTE BY FL DEPT OF ENV PRO 1993 (PBM)
 AQ1753'THE MARK IS LOCATED ABOUT 2.7 MI (4.3 KM) SOUTHWEST OF THE TOWN OF SAN
 AQ1753'MATEO AND 3.0 MI (4.8 KM) NORTHEAST OF THE TOWN OF SATSUMA, IN SECTION
 AQ1753'37, TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH THE MARK FROM THE
 AQ1753'JUNCTION OF STATE ROAD 100 AND U.S. HIGHWAY 17 IN SAN MATEO, GO
 AQ1753'SOUTHWEST ON U.S. HIGHWAY 17 FOR 1.75 MI (2.82 KM) TO THE T JUNCTION
 AQ1753'OF HORSE LANDING ROAD, TURN LEFT AND GO SOUTHEAST ON HORSE LANDING
 AQ1753'ROAD FOR 0.9 MI (1.4 KM) TO THE T JUNCTION OF FISERMANS ROAD TURN
 AQ1753'RIGHT AND GO WESTERLY FOR 150.0 FT (45.7 M) TO THE T JUNCTION OF
 AQ1753'PARADISE POINT ROAD, TURN LEFT AND GO SOUTHERLY ON PARADISE POINT ROAD
 AQ1753'FOR 0.2 MI (0.3 KM) TO THE Y JUNCTION OF EDGE WATER ROAD AND THE MARK
 AQ1753'ON THE LEFT.  SET IN TOP OF A CONCRETE MONUMENT RECESSED 0.2 FT (6.1
 AQ1753'CM) BELOW THE GROUND AND ABOUT 0.5 FT (15.2 CM) BELOW PARADISE POINT
 AQ1753'ROAD. LOCATED 29.0 FT (8.8 M) SOUTHEAST OF THE APPROXMATE CENTERLINE
 AQ1753'OF PARADISE POINT ROAD, 6.8 FT (2.1 M) WEST OF THE ANCHOR FOR A GUY
 AQ1753'WIRE, 3.0 FT (0.9 M) EAST OF A POWER POLE NUMBER 3-4130-5683-0-3 WITH
 AQ1753'ONE TRANSFORMER AND 1.0 FT (0.3 M) NORTH OF A METAL WITNESS POST.
 AQ1753
 AQ1753                          STATION RECOVERY (1994)
 AQ1753
 AQ1753'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994
 AQ1753'THE MARK IS ABOUT 3.0 MI (4.8 KM) NORTHEAST OF SATSUMA, 2.7 MI (4.3
 AQ1753'KM) SOUTHWEST OF SAN MATEO, IN SECTION 37, TOWNSHIP 11 SOUTH, RANGE 27
 AQ1753'EAST.
 AQ1753'
 AQ1753'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 207 AND U.S. HIGHWAY
 AQ1753'17 IN EAST PALATKA, GO SOUTH ON U.S. HIGHWAY 17 FOR 2.9 MI (4.7 KM) TO
 AQ1753'THE JUNCTION OF STATE ROAD 100 ON THE LEFT.  CONTINUE SOUTHWEST ON
 AQ1753'U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF HORSE LANDING
 AQ1753'ROAD ON THE LEFT.  TURN LEFT ON HORSE LANDING ROAD AND GO SOUTHEAST
 AQ1753'FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF FISHERMAN ROAD (A DEAD END
 AQ1753'ROAD) ON THE RIGHT AND FINNIGAN ROAD (A DEAD END ROAD) ON THE LEFT.
 AQ1753'TURN RIGHT ON FISHERMAN ROAD AND GO WESTERLY FOR 150.0 FT (45.7 M) TO
 AQ1753'THE JUNCTION OF PARADISE POINT ROAD ON THE LEFT.  TURN LEFT ON
 AQ1753'PARADISE POINT ROAD AND GO SOUTHERLY FOR 0.2 MI (0.3 KM) TO THE
 AQ1753'JUNCTION OF EDGEWATER ROAD ON THE LEFT AND THE MARK ON THE LEFT, A
 AQ1753'SURVEY MARK DISK SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.2 FT
 AQ1753'(6 CM) BELOW THE LEVEL OF THE GROUND.
 AQ1753'
 AQ1753'LOCATED 28.0 FT (8.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 AQ1753'EDGEWATER ROAD, 25.0 FT (7.6 M) SOUTHEAST OF THE APPROXIMATE
 AQ1753'CENTERLINE OF PARADISE POINT ROAD, 16.8 FT (5.1 M) NORTHWEST OF A
 AQ1753'5-FOOT CHAIN LINK FENCE, 3.0 FT (0.9 M) SOUTHEAST OF A WOODEN POWER
 AQ1753'POLE NUMBER 341305683-0-3 AND 1.5 FT (0.5 M) NORTH OF A METAL WITNESS
 AQ1753'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM6109 ***********************************************************************
 DM6109  DESIGNATION -  872 0782 D
 DM6109  PID         -  DM6109
 DM6109  STATE/COUNTY-  FL/PUTNAM
 DM6109  COUNTRY     -  US
 DM6109  USGS QUAD   -  SAN MATEO (2018)
 DM6109
 DM6109                         *CURRENT SURVEY CONTROL
 DM6109  ______________________________________________________________________
 DM6109* NAD 83(1986) POSITION- 29 34 31.     (N) 081 36 16.     (W)   SCALED
 DM6109* NAVD 88 ORTHO HEIGHT -     3.067 (meters)       10.06  (feet) ADJUSTED
 DM6109  ______________________________________________________________________
 DM6109  GEOID HEIGHT    -        -28.483 (meters)                     GEOID18
 DM6109  DYNAMIC HEIGHT  -          3.063 (meters)       10.05  (feet) COMP
 DM6109  MODELED GRAVITY -    979,279.6   (mgal)                       NAVD 88
 DM6109
 DM6109  VERT ORDER      -  SECOND    CLASS I
 DM6109
 DM6109.The horizontal coordinates were scaled from a map and have
 DM6109.an estimated accuracy of +/- 6 seconds.
 DM6109
 DM6109.The orthometric height was determined by differential leveling and
 DM6109.adjusted by the NATIONAL GEODETIC SURVEY
 DM6109.in August 2011.
 DM6109
 DM6109.No vertical observational check was made to the station.
 DM6109
 DM6109.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM6109.GEOID18 height accuracy estimate available here.
 DM6109
 DM6109.Click photographs - Photos may exist for this station.
 DM6109
 DM6109.The dynamic height is computed by dividing the NAVD 88
 DM6109.geopotential number by the normal gravity value computed on the
 DM6109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM6109.degrees latitude (g = 980.6199 gals.).
 DM6109
 DM6109.The modeled gravity was interpolated from observed gravity values.
 DM6109
 DM6109;                    North         East    Units  Estimated Accuracy
 DM6109;SPC FL E     -   580,940.      141,440.      MT  (+/- 180 meters Scaled)
 DM6109
 DM6109_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN414718(NAD 83)
 DM6109
 DM6109                          SUPERSEDED SURVEY CONTROL
 DM6109
 DM6109.No superseded survey control is available for this station.
 DM6109
 DM6109_MARKER: DD = SURVEY DISK
 DM6109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM6109_STAMPING: 0782 D 2005
 DM6109_MARK LOGO: FLDEP
 DM6109_PROJECTION: FLUSH
 DM6109_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM6109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM6109+STABILITY: SURFACE MOTION
 DM6109_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM6109+SATELLITE: SATELLITE OBSERVATIONS - 2005
 DM6109
 DM6109  HISTORY     - Date     Condition        Report By
 DM6109  HISTORY     - 2005     MONUMENTED       FLDEP
 DM6109
 DM6109                          STATION DESCRIPTION
 DM6109
 DM6109'DESCRIBED BY FL DEPT OF ENV PRO 2005
 DM6109'THE MARK IS ABOUT 3.0 MI (4.8 KM) NORTHEAST OF SATSUMA, 2.7 MI (4.3
 DM6109'KM) SOUTHWEST OF SAN MATEO, IN SECTION 37, TOWNSHIP 11 SOUTH, RANGE 27
 DM6109'EAST.
 DM6109'
 DM6109'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 207 AND U.S. HIGHWAY
 DM6109'17 IN EAST PALATKA, GO SOUTH ON U.S. HIGHWAY 17 FOR 2.9 MI (4.7 KM) TO
 DM6109'THE JUNCTION OF STATE ROAD 100 ON THE LEFT.  CONTINUE SOUTHWEST ON
 DM6109'U.S. HIGHWAY 17 FOR 1.8 MI (2.9 KM) TO THE JUNCTION OF HORSE LANDING
 DM6109'ROAD ON THE LEFT.  TURN LEFT ON HORSE LANDING ROAD AND GO SOUTHEAST
 DM6109'FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF FISHERMAN ROAD (A DEAD END
 DM6109'ROAD) ON THE RIGHT AND FINNIGAN ROAD (A DEAD END ROAD) ON THE LEFT AND
 DM6109'THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 DM6109'WITH THE GROUND.
 DM6109'
 DM6109'LOCATED 30.0 FT (9.1 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DM6109'FISHERMAN ROAD, 19.0 FT (5.8 M) SOUTHWEST OF THE EXTENDED CENTERLINE
 DM6109'OF HORSE LANDING ROAD, 7.0 FT (2.1 M) NORTHWEST OF A WHITE PICKET
 DM6109'FENCE, 2.5 FT (0.8 M) NORTHWEST OF A WOODEN POWER POLE NUMBER 3 4131
 DM6109'5999 00 WITH THREE GUY WIRES ATTACHED AND 1.0 FT (0.3 M) NORTHWEST OF
 DM6109'A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7009 ***********************************************************************
 AI7009  DESIGNATION -  872 0793 A TIDAL
 AI7009  PID         -  AI7009
 AI7009  STATE/COUNTY-  FL/PUTNAM
 AI7009  COUNTRY     -  US
 AI7009  USGS QUAD   -  SAN MATEO (2018)
 AI7009
 AI7009                         *CURRENT SURVEY CONTROL
 AI7009  ______________________________________________________________________
 AI7009* NAD 83(1986) POSITION- 29 33 07.     (N) 081 34 22.     (W)   SCALED
 AI7009* NAVD 88 ORTHO HEIGHT -     0.815 (meters)        2.67  (feet) ADJUSTED
 AI7009  ______________________________________________________________________
 AI7009  GEOID HEIGHT    -        -28.525 (meters)                     GEOID18
 AI7009  DYNAMIC HEIGHT  -          0.813 (meters)        2.67  (feet) COMP
 AI7009  MODELED GRAVITY -    979,276.9   (mgal)                       NAVD 88
 AI7009
 AI7009  VERT ORDER      -  SECOND    CLASS I
 AI7009
 AI7009.The horizontal coordinates were scaled from a map and have
 AI7009.an estimated accuracy of +/- 6 seconds.
 AI7009
 AI7009.The orthometric height was determined by differential leveling and
 AI7009.adjusted by the NATIONAL GEODETIC SURVEY
 AI7009.in April 2001.
 AI7009
 AI7009.No vertical observational check was made to the station.
 AI7009
 AI7009.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7009.GEOID18 height accuracy estimate available here.
 AI7009
 AI7009.Click photographs - Photos may exist for this station.
 AI7009
 AI7009.The dynamic height is computed by dividing the NAVD 88
 AI7009.geopotential number by the normal gravity value computed on the
 AI7009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7009.degrees latitude (g = 980.6199 gals.).
 AI7009
 AI7009.The modeled gravity was interpolated from observed gravity values.
 AI7009
 AI7009;                    North         East    Units  Estimated Accuracy
 AI7009;SPC FL E     -   578,340.      144,490.      MT  (+/- 180 meters Scaled)
 AI7009
 AI7009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN445692(NAD 83)
 AI7009
 AI7009                          SUPERSEDED SURVEY CONTROL
 AI7009
 AI7009.No superseded survey control is available for this station.
 AI7009
 AI7009_MARKER: DB = BENCH MARK DISK
 AI7009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7009_STAMPING: 0793 A 1993
 AI7009_MARK LOGO: NOS
 AI7009_PROJECTION: RECESSED 3 CENTIMETERS
 AI7009_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7009+STABILITY: SURFACE MOTION
 AI7009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI7009+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2022
 AI7009
 AI7009  HISTORY     - Date     Condition        Report By
 AI7009  HISTORY     - 1993     MONUMENTED       FLDEP
 AI7009  HISTORY     - 20221011 GOOD             FLDEP
 AI7009
 AI7009                          STATION DESCRIPTION
 AI7009
 AI7009'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7009'THE MARK IS ABOUT 7.8 MI (12.6 KM) SOUTHEAST OF THE TOWN OF SATSUMA IN
 AI7009'PUTNAM COUNTY.  SECTION 16 TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH
 AI7009'THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S. HIGHWAY 17 IN
 AI7009'SATSUMA. GO SOUTH ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE T
 AI7009'JUNCTION OF SISCO ROAD ON THE LEFT (EAST) AND U.S. HIGHWAY 17. TURN
 AI7009'LEFT AND GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO A DIRT ROAD
 AI7009'ON THE LEFT (EAST).  TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR
 AI7009'0.05 MI (0.08 KM) TO A LOCKED WOODEN GATE (CONTACT D.E.P. AT
 AI7009'904-488-2427 FOR A KEY), CONTINUE THROUGH THE GATE NORTHEASTERLY ON
 AI7009'THE DIRT ROAD FOR 2.9 MI (4.7 KM) TO A Y JUNCTION OF DIRT ROADS, TURN
 AI7009'LEFT AND GO NORTH ON THE DIRT ROAD FOR 0.1 MI (0.2 KM) TO AN OPEN
 AI7009'FIELD, TURN RIGHT AND GO EAST ALONG THE EDGE OF THE OPEN FIELD FOR
 AI7009'0.05 MI (0.08 KM) TO THE MARK THE MARK IS LOCATED 287.5 FT (87.6 M)
 AI7009'SOUTH-SOUTHEAST FROM THE MARK 0793 B, 44.0 FT (13.4 M) WEST FROM THE
 AI7009'APROXIMENT EDGE OF DUNNS CREEK, 32.0 FT (9.8 M) SOUTH FROM THE
 AI7009'SOUTHWEST CORNER OF A PINK CONCRETE BLOCK HOUSE, AND 1.0 FT (0.3 M)
 AI7009'NORTHEAST OF A CARSONITE WITNESS POST.  SET IN TOP OF A ROUND CONCRETE
 AI7009'MONUMENT, FLUSH WITH THE GROUND.
 AI7009
 AI7009                          STATION RECOVERY (2022)
 AI7009
 AI7009'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 AI7009'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7008 ***********************************************************************
 AI7008  DESIGNATION -  872 0793 B TIDAL
 AI7008  PID         -  AI7008
 AI7008  STATE/COUNTY-  FL/PUTNAM
 AI7008  COUNTRY     -  US
 AI7008  USGS QUAD   -  SAN MATEO (2018)
 AI7008
 AI7008                         *CURRENT SURVEY CONTROL
 AI7008  ______________________________________________________________________
 AI7008* NAD 83(1986) POSITION- 29 33 08.54   (N) 081 34 23.72   (W)   HD_HELD1
 AI7008* NAVD 88 ORTHO HEIGHT -     2.039 (meters)        6.69  (feet) ADJUSTED
 AI7008  ______________________________________________________________________
 AI7008  GEOID HEIGHT    -        -28.524 (meters)                     GEOID18
 AI7008  DYNAMIC HEIGHT  -          2.037 (meters)        6.68  (feet) COMP
 AI7008  MODELED GRAVITY -    979,276.9   (mgal)                       NAVD 88
 AI7008
 AI7008  VERT ORDER      -  SECOND    CLASS I
 AI7008
 AI7008.The horizontal coordinates were determined by differentially corrected
 AI7008.hand held GPS observations or other comparable positioning techniques
 AI7008.and have an estimated accuracy of +/- 3 meters.
 AI7008
 AI7008.The orthometric height was determined by differential leveling and
 AI7008.adjusted by the NATIONAL GEODETIC SURVEY
 AI7008.in February 2023.
 AI7008
 AI7008.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7008.GEOID18 height accuracy estimate available here.
 AI7008
 AI7008.Click photographs - Photos may exist for this station.
 AI7008
 AI7008.The dynamic height is computed by dividing the NAVD 88
 AI7008.geopotential number by the normal gravity value computed on the
 AI7008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7008.degrees latitude (g = 980.6199 gals.).
 AI7008
 AI7008.The modeled gravity was interpolated from observed gravity values.
 AI7008
 AI7008;                    North         East    Units  Estimated Accuracy
 AI7008;SPC FL E     -   578,388.6     144,445.0     MT  (+/- 3 meters HH1 GPS) 
 AI7008
 AI7008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4446369323(NAD 83)
 AI7008
 AI7008                          SUPERSEDED SURVEY CONTROL
 AI7008
 AI7008  NAVD 88 (04/26/01)    2.051  (m)            6.73   (f) SUPERSEDED  2 1
 AI7008
 AI7008.Superseded values are not recommended for survey control.
 AI7008
 AI7008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI7008.See file dsdata.pdf to determine how the superseded data were derived.
 AI7008
 AI7008_MARKER: DD = SURVEY DISK
 AI7008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7008_STAMPING: 0793 B 1993
 AI7008_MARK LOGO: FLDNR
 AI7008_PROJECTION: FLUSH
 AI7008_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7008+STABILITY: SURFACE MOTION
 AI7008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI7008+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2022
 AI7008
 AI7008  HISTORY     - Date     Condition        Report By
 AI7008  HISTORY     - 1993     MONUMENTED       FLDEP
 AI7008  HISTORY     - 20221213 GOOD             FLDEP
 AI7008
 AI7008                          STATION DESCRIPTION
 AI7008
 AI7008'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7008'THE MARK IS ABOUT 7.8 MI (12.6 KM) SOUTHEAST OF THE TOWN OF SATSUMA IN
 AI7008'PUTNAM COUNTY, SECTION 16 TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH
 AI7008'THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S. HIGHWAY 17 IN
 AI7008'SATSUMA. GO SOUTH ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE T
 AI7008'JUNCTION OF SISCO ROAD ON THE LEFT AND U.S. HIGHWAY 17, TURN LEFT AND
 AI7008'GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO A DIRT ROAD ON THE
 AI7008'LEFT, TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.05 MI (0.08
 AI7008'KM) TO A LOCKED WOODEN GATE (CONTACT D.E.P. AT 904-488-2427 FOR A
 AI7008'KEY), CONTINUE THROUGH THE GATE NORTHEASTERLY ON THE DIRT ROAD FOR 2.9
 AI7008'MI (4.7 KM) TO A Y JUNCTION OF DIRT ROADS, TURN LEFT AND GO NORTH ON
 AI7008'THE DIRT ROAD FOR 0.1 MI (0.2 KM) TO AN OPEN FIELD, CONTINUE
 AI7008'NORTHEASTERLY FOR ABOUT 200.0 FT (61.0 M) TO THE MARK THE MARK IS
 AI7008'LOCATED 315.0 FT (96.0 M) NORTHWEST FROM THE APPROXIMENT EDGE OF DUNNS
 AI7008'CREEK, 287.5 FT (87.6 M) SOUTH-SOUTHEAST FROM THE MARK 0793 A, 217.0
 AI7008'FT (66.1 M) NORTHWEST FROM THE NORTHWEST CORNER OF A PINK CONCRETE
 AI7008'BLOCK HOUSE, 127.0 FT (38.7 M) EAST OF A POWER POLE WITH ONE GUY WIRE,
 AI7008'77.5 FT (23.6 M) NORTH FROM THE NORTHWEST CORNER OF A 12 FOOT (3.7 M)
 AI7008'X 25.5 FOOT (7.8 M) PINK CONCRETE BLOCK BUILDING AND 1.0 FT (0.3 M)
 AI7008'SOUTHEAST OF A CARSONITE WITNESS POST.  SET IN TOP OF A ROUND CONCRETE
 AI7008'MONUMENT, FLUSH WITH THE GROUND.
 AI7008
 AI7008                          STATION RECOVERY (2022)
 AI7008
 AI7008'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (DMP)
 AI7008'RECOVERED IN GOOD CONDITION.
 AI7008'
 AI7008'NOTE-WITH THESE ADDITIONS, LOCATED 83.1 FT (25.3 M) EAST-NORTHEAST OF
 AI7008'THE ENTRANCE GATE WITH CHAIN, 79.4 FT (24.2 M) NORTH OF THE NORTHWEST
 AI7008'CORNER OF THE BLOCK BUILDING AND 52.4 FT (16.0 M) SOUTH OF ROD MARK
 AI7008'0793 D.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8541 ***********************************************************************
 DR8541  DESIGNATION -  872 0793 C
 DR8541  PID         -  DR8541
 DR8541  STATE/COUNTY-  FL/PUTNAM
 DR8541  COUNTRY     -  US
 DR8541  USGS QUAD   -  SAN MATEO (2018)
 DR8541
 DR8541                         *CURRENT SURVEY CONTROL
 DR8541  ______________________________________________________________________
 DR8541* NAD 83(1986) POSITION- 29 33 02.78   (N) 081 34 24.69   (W)   HD_HELD1
 DR8541* NAVD 88 ORTHO HEIGHT -     1.621 (meters)        5.32  (feet) ADJUSTED
 DR8541  ______________________________________________________________________
 DR8541  GEOID HEIGHT    -        -28.524 (meters)                     GEOID18
 DR8541  DYNAMIC HEIGHT  -          1.619 (meters)        5.31  (feet) COMP
 DR8541  MODELED GRAVITY -    979,276.8   (mgal)                       NAVD 88
 DR8541
 DR8541  VERT ORDER      -  SECOND    CLASS I
 DR8541
 DR8541.The horizontal coordinates were determined by differentially corrected
 DR8541.hand held GPS observations or other comparable positioning techniques
 DR8541.and have an estimated accuracy of +/- 3 meters.
 DR8541
 DR8541.The orthometric height was determined by differential leveling and
 DR8541.adjusted by the NATIONAL GEODETIC SURVEY
 DR8541.in February 2023.
 DR8541
 DR8541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8541.GEOID18 height accuracy estimate available here.
 DR8541
 DR8541.Click photographs - Photos may exist for this station.
 DR8541
 DR8541.The dynamic height is computed by dividing the NAVD 88
 DR8541.geopotential number by the normal gravity value computed on the
 DR8541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8541.degrees latitude (g = 980.6199 gals.).
 DR8541
 DR8541.The modeled gravity was interpolated from observed gravity values.
 DR8541
 DR8541;                    North         East    Units  Estimated Accuracy
 DR8541;SPC FL E     -   578,211.4     144,418.0     MT  (+/- 3 meters HH1 GPS) 
 DR8541
 DR8541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4443669146(NAD 83)
 DR8541
 DR8541                          SUPERSEDED SURVEY CONTROL
 DR8541
 DR8541.No superseded survey control is available for this station.
 DR8541
 DR8541_MARKER: F = FLANGE-ENCASED ROD
 DR8541_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8541_STAMPING: 0793 C 2022
 DR8541_MARK LOGO: FLDEP
 DR8541_PROJECTION: RECESSED 5 CENTIMETERS
 DR8541_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8541+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2022
 DR8541_ROD/PIPE-DEPTH: 11.6 meters
 DR8541
 DR8541  HISTORY     - Date     Condition        Report By
 DR8541  HISTORY     - 20221027 MONUMENTED       FLDEP
 DR8541
 DR8541                          STATION DESCRIPTION
 DR8541
 DR8541'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8541'THE MARK IS ABOUT 7.7 MI (12.4 KM) NORTHEAST OF WELAKA, 5.0 MI (8.0
 DR8541'KM) EAST OF SATSUMA, 3.9 MI (6.3 KM) SOUTH OF SAN MATEO, IN SECTION 9,
 DR8541'TOWNSHIP 11 SOUTH, RANGE 27 EAST.
 DR8541'
 DR8541'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S.
 DR8541'HIGHWAY 17 IN SATSUMA, GO SOUTHWEST ON U.S HIGHWAY 17 FOR 3.1 MI (5.0
 DR8541'KM) TO THE JUNCTION OF SISCO ROAD ON THE LEFT.  TURN LEFT ON SISCO
 DR8541'ROAD AND GO EAST FOR 2.2 MI (3.5 KM) TO MAIN ENTRANCE OF DUNNS CREEK
 DR8541'STATE PARK ON THE LEFT.  TURN LEFT ON THE STATE PARK ROAD AND GO IN A
 DR8541'NORTHLY DIRECTION FOR 2.1 MI (3.4 KM) TO DUNNS CREEK STATE PARK PICNIC
 DR8541'AREA PARKING LOT AND THE MARK STRAIGHT AHEAD IN THE MEDIAN OF THE
 DR8541'PARKING AREA, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DR8541'38.2 FT (11.6 M) WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.2
 DR8541'FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.6 FT (18 CM) BELOW THE
 DR8541'LEVEL OF THE PARKING AREA ROAD, THE DATUM POINT IS RECESSED 0.3 FT (9
 DR8541'CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR8541'
 DR8541'LOCATED 74.0 FT (22.6 M) EAST OF THE NORTHWEST CORNER OF A CONCRETE
 DR8541'CULVERT, 62.6 FT (19.1 M) WEST OF THE NORTHWEST CORNER OF A CONCRETE
 DR8541'CULVERT, 57.1 FT (17.4 M) NORTH OF APPROXIMATE CENTERLINE OF THE PARK
 DR8541'ENTRANCE ROAD AND 42.4 FT (12.9 M) SOUTHEAST OF THE SOUTHEAST CORNER
 DR8541'OF A CONCRETE PAD OF HANDY CAP PARKING AREA.
 DR8541'
 DR8541'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR8541'
 DR8541'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8541'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8542 ***********************************************************************
 DR8542  DESIGNATION -  872 0793 D
 DR8542  PID         -  DR8542
 DR8542  STATE/COUNTY-  FL/PUTNAM
 DR8542  COUNTRY     -  US
 DR8542  USGS QUAD   -  SAN MATEO (2018)
 DR8542
 DR8542                         *CURRENT SURVEY CONTROL
 DR8542  ______________________________________________________________________
 DR8542* NAD 83(1986) POSITION- 29 33 09.04   (N) 081 34 23.81   (W)   HD_HELD1
 DR8542* NAVD 88 ORTHO HEIGHT -     1.967 (meters)        6.45  (feet) ADJUSTED
 DR8542  ______________________________________________________________________
 DR8542  GEOID HEIGHT    -        -28.524 (meters)                     GEOID18
 DR8542  DYNAMIC HEIGHT  -          1.965 (meters)        6.45  (feet) COMP
 DR8542  MODELED GRAVITY -    979,276.9   (mgal)                       NAVD 88
 DR8542
 DR8542  VERT ORDER      -  SECOND    CLASS I
 DR8542
 DR8542.The horizontal coordinates were determined by differentially corrected
 DR8542.hand held GPS observations or other comparable positioning techniques
 DR8542.and have an estimated accuracy of +/- 3 meters.
 DR8542
 DR8542.The orthometric height was determined by differential leveling and
 DR8542.adjusted by the NATIONAL GEODETIC SURVEY
 DR8542.in February 2023.
 DR8542
 DR8542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8542.GEOID18 height accuracy estimate available here.
 DR8542
 DR8542.Click photographs - Photos may exist for this station.
 DR8542
 DR8542.The dynamic height is computed by dividing the NAVD 88
 DR8542.geopotential number by the normal gravity value computed on the
 DR8542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8542.degrees latitude (g = 980.6199 gals.).
 DR8542
 DR8542.The modeled gravity was interpolated from observed gravity values.
 DR8542
 DR8542;                    North         East    Units  Estimated Accuracy
 DR8542;SPC FL E     -   578,404.1     144,442.6     MT  (+/- 3 meters HH1 GPS) 
 DR8542
 DR8542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4446169338(NAD 83)
 DR8542
 DR8542                          SUPERSEDED SURVEY CONTROL
 DR8542
 DR8542.No superseded survey control is available for this station.
 DR8542
 DR8542_MARKER: F = FLANGE-ENCASED ROD
 DR8542_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8542_STAMPING: 0793 D 2022
 DR8542_MARK LOGO: FLDEP
 DR8542_PROJECTION: RECESSED 8 CENTIMETERS
 DR8542_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8542+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2022
 DR8542_ROD/PIPE-DEPTH: 11.9 meters
 DR8542
 DR8542  HISTORY     - Date     Condition        Report By
 DR8542  HISTORY     - 20221027 MONUMENTED       FLDEP
 DR8542
 DR8542                          STATION DESCRIPTION
 DR8542
 DR8542'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8542'THE MARK IS ABOUT 7.7 MI (12.4 KM) SOUTH-SOUTHEAST OF PALATKA, 5.0 MI
 DR8542'(8.0 KM) EAST OF SATSUMA, 3.8 MI (6.1 KM) SOUTH OF SAN MATEO, IN
 DR8542'SECTION 9, TOWNSHIP 11 SOUTH, RANGE 27 EAST.
 DR8542'
 DR8542'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S HIGHWAY
 DR8542'17 IN SATSUMA, GO SOUTHEAST ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO
 DR8542'THE JUNCTION OF SISCO ROAD ON THE LEFT.  TURN LEFT ON SISCO ROAD AND
 DR8542'GO EAST FOR 2.2 MI (3.5 KM) TO THE MAIN ENTRANCE OF DUNNS CREEK STATE
 DR8542'PARK ON THE LEFT.  TURN LEFT AND GO NORTHLY ON THE PARK ROAD FOR 2.1
 DR8542'MI (3.4 KM) TO THE MAIN PARKING AREA OF THE DUNNS CREEK STATE PARK
 DR8542'PICNIC AREA AND PARKING LOT AND ANOTHER PARK ROAD ON THE LEFT.  TURN
 DR8542'LEFT AND GO NORTHLY FOR 0.1 MI (0.2 KM) TO THE MARK STRAIGHT AHEAD 200
 DR8542'FT (61.0 M) IN AN OPEN FIELD, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL
 DR8542'AT A DEPTH OF 38.9 FT (11.9 M) WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP
 DR8542'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND, THE DATUM POINT
 DR8542'IS RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR8542'
 DR8542'LOCATED 133.3 FT (40.6 M) SOUTHEAST OF PINEY BLUFF TRAILHEAD SIGN
 DR8542'POST, 127.8 FT (39.0 M) NORTH OF THE NORTHWEST CORNER OF A CINDER
 DR8542'BLOCK MAINTENANCE BUILDING, 116.4 FT (35.5 M) NORTHEAST OF THE CENTER
 DR8542'OF CHAIN GATE AND 51.0 FT (15.5 M) SOUTH OF A CARSONITE WITNESS POST.
 DR8542'
 DR8542'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR8542'
 DR8542'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8542'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8540 ***********************************************************************
 DR8540  DESIGNATION -  872 0793 E
 DR8540  PID         -  DR8540
 DR8540  STATE/COUNTY-  FL/PUTNAM
 DR8540  COUNTRY     -  US
 DR8540  USGS QUAD   -  SAN MATEO (2018)
 DR8540
 DR8540                         *CURRENT SURVEY CONTROL
 DR8540  ______________________________________________________________________
 DR8540* NAD 83(1986) POSITION- 29 32 51.44   (N) 081 34 41.88   (W)   HD_HELD1
 DR8540* NAVD 88 ORTHO HEIGHT -     5.563 (meters)       18.25  (feet) ADJUSTED
 DR8540  ______________________________________________________________________
 DR8540  GEOID HEIGHT    -        -28.518 (meters)                     GEOID18
 DR8540  DYNAMIC HEIGHT  -          5.556 (meters)       18.23  (feet) COMP
 DR8540  MODELED GRAVITY -    979,276.6   (mgal)                       NAVD 88
 DR8540
 DR8540  VERT ORDER      -  SECOND    CLASS I
 DR8540
 DR8540.The horizontal coordinates were determined by differentially corrected
 DR8540.hand held GPS observations or other comparable positioning techniques
 DR8540.and have an estimated accuracy of +/- 3 meters.
 DR8540
 DR8540.The orthometric height was determined by differential leveling and
 DR8540.adjusted by the NATIONAL GEODETIC SURVEY
 DR8540.in February 2023.
 DR8540
 DR8540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8540.GEOID18 height accuracy estimate available here.
 DR8540
 DR8540.Click photographs - Photos may exist for this station.
 DR8540
 DR8540.The dynamic height is computed by dividing the NAVD 88
 DR8540.geopotential number by the normal gravity value computed on the
 DR8540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8540.degrees latitude (g = 980.6199 gals.).
 DR8540
 DR8540.The modeled gravity was interpolated from observed gravity values.
 DR8540
 DR8540;                    North         East    Units  Estimated Accuracy
 DR8540;SPC FL E     -   577,864.6     143,953.5     MT  (+/- 3 meters HH1 GPS) 
 DR8540
 DR8540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4397268799(NAD 83)
 DR8540
 DR8540                          SUPERSEDED SURVEY CONTROL
 DR8540
 DR8540.No superseded survey control is available for this station.
 DR8540
 DR8540_MARKER: F = FLANGE-ENCASED ROD
 DR8540_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8540_STAMPING: 0793 E 2022
 DR8540_MARK LOGO: FLDEP
 DR8540_PROJECTION: RECESSED 8 CENTIMETERS
 DR8540_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8540_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8540+SATELLITE: SATELLITE OBSERVATIONS - October 27, 2022
 DR8540_ROD/PIPE-DEPTH: 11.9 meters
 DR8540
 DR8540  HISTORY     - Date     Condition        Report By
 DR8540  HISTORY     - 20221027 MONUMENTED       FLDEP
 DR8540
 DR8540                          STATION DESCRIPTION
 DR8540
 DR8540'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8540'THE MARK IS ABOUT 7.4 MI (11.9 KM) NORTHEAST OF WELAKA, 4.7 MI (7.6
 DR8540'KM) EAST OF SATSUMA, 4.1 MI (6.6 KM) SOUTH OF SAN MATEO, IN SECTION
 DR8540'16, TOWNSHIP 11 SOUTH, RANGE 27 EAST.
 DR8540'
 DR8540'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S.
 DR8540'HIGHWAY 17 IN SATSUMA, GO SOUTHEAST ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0
 DR8540'KM) TO THE JUNCTION OF SISCO ROAD ON THE LEFT.  TURN LEFT ON SISCO
 DR8540'ROAD AND GO EAST FOR 2.2 MI (3.5 KM) TO THE MAIN ENTRANCE OF DUNNS
 DR8540'CREEK STATE PARK ON THE LEFT.  TURN LEFT AND GO NORTH FOR ON THE PARK
 DR8540'ROAD FOR 1.7 MI (2.7 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ALLOY
 DR8540'ROD DRIVEN TO REFUSAL AT A DEPTH 38.9 FT (11.9 M) WITH A 6-INCH (15
 DR8540'CM) (FLDEP) LOGO CAP RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DR8540'GROUND AND 0.3 FT (9 CM) BELOW THE LEVEL OF A SERVICE ROAD, THE DATUM
 DR8540'POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO
 DR8540'CAP.
 DR8540'
 DR8540'LOCATED 105.3 FT (32.1 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DR8540'THE PAVED PARK ROAD, 47.6 FT (14.5 M) SOUTHEAST OF THE APPROXIMATE
 DR8540'CENTERLINE OF A HIKING TRAIL, 7.7 FT (2.3 M) NORTHEAST OF THE
 DR8540'APPROXIMATE CENTERLINE OF THE SERVICE ROAD AND 3.3 FT (1.0 M)
 DR8540'SOUTHWEST OF A CARSONITE WITNESS POST.
 DR8540'
 DR8540'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR8540'
 DR8540'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8540'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7011 ***********************************************************************
 AI7011  DESIGNATION -  872 0805 A TIDAL
 AI7011  PID         -  AI7011
 AI7011  STATE/COUNTY-  FL/PUTNAM
 AI7011  COUNTRY     -  US
 AI7011  USGS QUAD   -  SAN MATEO (2018)
 AI7011
 AI7011                         *CURRENT SURVEY CONTROL
 AI7011  ______________________________________________________________________
 AI7011* NAD 83(1986) POSITION- 29 32 01.     (N) 081 33 29.     (W)   SCALED
 AI7011* NAVD 88 ORTHO HEIGHT -     0.245 (meters)        0.80  (feet) ADJUSTED
 AI7011  ______________________________________________________________________
 AI7011  GEOID HEIGHT    -        -28.539 (meters)                     GEOID18
 AI7011  DYNAMIC HEIGHT  -          0.245 (meters)        0.80  (feet) COMP
 AI7011  MODELED GRAVITY -    979,275.3   (mgal)                       NAVD 88
 AI7011
 AI7011  VERT ORDER      -  SECOND    CLASS I
 AI7011
 AI7011.The horizontal coordinates were scaled from a map and have
 AI7011.an estimated accuracy of +/- 6 seconds.
 AI7011
 AI7011.The orthometric height was determined by differential leveling and
 AI7011.adjusted by the NATIONAL GEODETIC SURVEY
 AI7011.in April 2001.
 AI7011
 AI7011.No vertical observational check was made to the station.
 AI7011
 AI7011.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7011.GEOID18 height accuracy estimate available here.
 AI7011
 AI7011.Click photographs - Photos may exist for this station.
 AI7011
 AI7011.The dynamic height is computed by dividing the NAVD 88
 AI7011.geopotential number by the normal gravity value computed on the
 AI7011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7011.degrees latitude (g = 980.6199 gals.).
 AI7011
 AI7011.The modeled gravity was interpolated from observed gravity values.
 AI7011
 AI7011;                    North         East    Units  Estimated Accuracy
 AI7011;SPC FL E     -   576,300.      145,910.      MT  (+/- 180 meters Scaled)
 AI7011
 AI7011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN459672(NAD 83)
 AI7011
 AI7011                          SUPERSEDED SURVEY CONTROL
 AI7011
 AI7011.No superseded survey control is available for this station.
 AI7011
 AI7011_MARKER: F = FLANGE-ENCASED ROD
 AI7011_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI7011_STAMPING: 0805 A 1993
 AI7011_MARK LOGO: NOS
 AI7011_PROJECTION: PROJECTING 15 CENTIMETERS
 AI7011_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7011_ROD/PIPE-DEPTH: 9.8 meters
 AI7011
 AI7011  HISTORY     - Date     Condition        Report By
 AI7011  HISTORY     - 1993     MONUMENTED       FLDEP
 AI7011
 AI7011                          STATION DESCRIPTION
 AI7011
 AI7011'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7011'THE MARK IS ABOUT 6.75 MI (10.86 KM) SOUTHEAST OF THE TOWN OF SATSUMA
 AI7011'IN PUTNAM COUNTY, SECTION 22 TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH
 AI7011'THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S. HIGHWAY 17 IN
 AI7011'SATSUMA. GO SOUTH ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE T
 AI7011'JUNCTION OF SISCO ROAD ON THE LEFT AND U.S. HIGHWAY 17.  TURN LEFT AND
 AI7011'GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO A DIRT ROAD ON THE
 AI7011'LEFT, TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.05 MI (0.08
 AI7011'KM) TO A LOCKED WOODEN GATE, (CONTACT D.E.P. AT 904-488-2427 FOR A
 AI7011'KEY), CONTINUE THROUGH THE GATE NORTHEASTERLY ON THE DIRT ROAD FOR
 AI7011'1.45 MI (2.33 KM) TO THE T JUNCTION OF A DIRT ROAD ON THE RIGHT
 AI7011'(LEADING SOUTHERLY), TURN RIGHT AND GO SOUTHERLY ON THE DIRT ROAD FOR
 AI7011'0.4 MI (0.6 KM) TO AN EAST-WEST FENCE LINE, PARK AND WALK EAST ALONG
 AI7011'THE FENCE FOR 1.26 MI (2.03 KM) (THIS IS ALMOST ENTIRELY IN THE DUNNS
 AI7011'CREEK SWAMP, WATER IS SELDOM MORE THAN WAIST DEEP), TO THE BANK OF
 AI7011'DUNNS CREEK, TURN SOUTH AND FOLLOW THE CREEK BANK SOUTHERLY FOR 300
 AI7011'FTTO THE MARK ON THE RIGHT, APPROXIMATELY 12 FT (3.7 M) WEST OF THE
 AI7011'WEST EDGE OF DUNNS CREEK. THE MARK MAY ALSO BE REACHED BY BOAT FROM
 AI7011'DUNNS CREEK LANDING AT THE NORTHERN END OF THE U.S. HIGHWAY 17 BRIDGE
 AI7011'OVER DUNNS CREEK, IN SECTION 36 OF TOWNSHIP 10 SOUTH RANGE 27 EAST,
 AI7011'FROM THE BOAT RAMP PROCEED SOUTHWEST ALONG THE CANAL FOR APPROXIMATLY
 AI7011'0.2 MI (0.3 KM) TO DUNNS CREEK, TURN LEFT INTO DUNNS CREEK AND GO UP
 AI7011'STREAM TOWARD CRESCENT LAKE, THIS IS IN A SOUTHEASTERLY DIRECTION,
 AI7011'PROCEED UP STREAM FOR APPROXIMATELY 7.25 MI (11.67 KM) (THIS TRIP WILL
 AI7011'AVERAGE ABOUT THIRTY MINUTES), THE MARK IS LOCATED ON THE WEST BANK OF
 AI7011'DUNNS CREEK ABOUT 0.2 MI (0.3 KM) NORTHERLY OF THE CREEKS ENTRANCE
 AI7011'INTO CRESCENT LAKE, THE MARK IS ENCASED IN A PVC PIPE THE PROTRUDES
 AI7011'0.5 FT (15.2 CM) ABOVE THE GROUND, ACCESS TO THE ROD IS THROUGH A 5
 AI7011'INCH LOGO CAP. THE MARK IS 144.7 FT (44.1 M) SOUTH 20 DEGREES WEST OF
 AI7011'BENCH MARK 872 0805 B, 110 FT (33.5 M) SOUTH 70 DEGREES EAST OF BENCH
 AI7011'MARK 872 0805 C TIDAL, 12 FT (3.7 M) WEST OF THE VEGETATION LINE ALONG
 AI7011'THE WEST EDGE OF DUNNS CREEK AND 1.0 FT (0.3 M) EAST SOUTHEAST OF A
 AI7011'CARSONITE WITNESS POST. NOTE, THIS MARK WILL BE COVERED WITH WATER AT
 AI7011'TIMES, HOWEVER THE PVC PIPE AND LOGO CAP WILL AT MOST TIMES BE ABOVE
 AI7011'WATER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7012 ***********************************************************************
 AI7012  DESIGNATION -  872 0805 B TIDAL
 AI7012  PID         -  AI7012
 AI7012  STATE/COUNTY-  FL/PUTNAM
 AI7012  COUNTRY     -  US
 AI7012  USGS QUAD   -  SAN MATEO (2018)
 AI7012
 AI7012                         *CURRENT SURVEY CONTROL
 AI7012  ______________________________________________________________________
 AI7012* NAD 83(1986) POSITION- 29 32 03.     (N) 081 33 29.     (W)   SCALED
 AI7012* NAVD 88 ORTHO HEIGHT -     0.230 (meters)        0.75  (feet) ADJUSTED
 AI7012  ______________________________________________________________________
 AI7012  GEOID HEIGHT    -        -28.539 (meters)                     GEOID18
 AI7012  DYNAMIC HEIGHT  -          0.229 (meters)        0.75  (feet) COMP
 AI7012  MODELED GRAVITY -    979,275.4   (mgal)                       NAVD 88
 AI7012
 AI7012  VERT ORDER      -  SECOND    CLASS I
 AI7012
 AI7012.The horizontal coordinates were scaled from a map and have
 AI7012.an estimated accuracy of +/- 6 seconds.
 AI7012
 AI7012.The orthometric height was determined by differential leveling and
 AI7012.adjusted by the NATIONAL GEODETIC SURVEY
 AI7012.in April 2001.
 AI7012
 AI7012.No vertical observational check was made to the station.
 AI7012
 AI7012.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7012.GEOID18 height accuracy estimate available here.
 AI7012
 AI7012.Click photographs - Photos may exist for this station.
 AI7012
 AI7012.The dynamic height is computed by dividing the NAVD 88
 AI7012.geopotential number by the normal gravity value computed on the
 AI7012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7012.degrees latitude (g = 980.6199 gals.).
 AI7012
 AI7012.The modeled gravity was interpolated from observed gravity values.
 AI7012
 AI7012;                    North         East    Units  Estimated Accuracy
 AI7012;SPC FL E     -   576,360.      145,910.      MT  (+/- 180 meters Scaled)
 AI7012
 AI7012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN459672(NAD 83)
 AI7012
 AI7012                          SUPERSEDED SURVEY CONTROL
 AI7012
 AI7012.No superseded survey control is available for this station.
 AI7012
 AI7012_MARKER: F = FLANGE-ENCASED ROD
 AI7012_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AI7012_STAMPING: 0805 B 1993
 AI7012_MARK LOGO: NOS
 AI7012_PROJECTION: PROJECTING 20 CENTIMETERS
 AI7012_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI7012_ROD/PIPE-DEPTH: 11.0 meters
 AI7012
 AI7012  HISTORY     - Date     Condition        Report By
 AI7012  HISTORY     - 1993     MONUMENTED       FLDEP
 AI7012
 AI7012                          STATION DESCRIPTION
 AI7012
 AI7012'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7012'THE MARK IS ABOUT 6.75 MI (10.86 KM) SOUTHEAST OF THE TOWN OF SATSUMA
 AI7012'IN PUTNAM COUNTY, SECTION 22 TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH
 AI7012'THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S. HIGHWAY 17 IN
 AI7012'SATSUMA. GO SOUTH ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE T
 AI7012'JUNCTION OF SISCO ROAD ON THE LEFT AND U.S. HIGHWAY 17.  TURN LEFT AND
 AI7012'GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO A DIRT ROAD ON THE
 AI7012'LEFT, TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.05 MI (0.08
 AI7012'KM) TO A LOCKED WOODEN GATE, (CONTACT D.E.P. AT 904-488-2427 FOR A
 AI7012'KEY), CONTINUE THROUGH THE GATE NORTHEASTERLY ON THE DIRT ROAD FOR
 AI7012'1.45 MI (2.33 KM) TO THE T JUNCTION OF A DIRT ROAD ON THE RIGHT
 AI7012'(LEADING SOUTHERLY), TURN RIGHT AND GO SOUTHERLY ON THE DIRT ROAD FOR
 AI7012'0.4 MI (0.6 KM) TO AN EAST-WEST FENCE LINE, PARK AND WALK EAST ALONG
 AI7012'THE FENCE FOR 1.26 MI (2.03 KM) (THIS IS ALMOST ENTIRELY IN THE DUNNS
 AI7012'CREEK SWAMP, WATER IS SELDOM MORE THAN WAIST DEEP), TO THE BANK OF
 AI7012'DUNNS CREEK, TURN SOUTH AND FOLLOW THE CREEK BANK SOUTHERLY FOR 160 FT
 AI7012'(48.8 M) TO THE MARK ON THE RIGHT, APPROXIMATELY 60 FT (18.3 M) WEST
 AI7012'OF THE WEST EDGE OF DUNNS CREEK. THE MARK MAY ALSO BE REACHED BY BOAT
 AI7012'FROM DUNNS CREEK LANDING AT THE NORTHERN END OF THE U.S. HIGHWAY 17
 AI7012'BRIDGE OVER DUNNS CREEK, IN SECTION 36 OF TOWNSHIP 10 SOUTH RANGE 27
 AI7012'EAST, FROM THE BOAT RAMP PROCEED SOUTHWEST ALONG THE CANAL FOR
 AI7012'APPROXIMATLY 0.2 MI (0.3 KM) TO DUNNS CREEK, TURN LEFT INTO DUNNS
 AI7012'CREEK AND GO UP STREAM TOWARD CRESCENT LAKE, THIS IS IN A
 AI7012'SOUTHEASTERLY DIRECTION, PROCEED UP STREAM FOR APPROXIMATELY 7.25 MI
 AI7012'(11.67 KM) (THIS TRIP WILL AVERAGE ABOUT THIRTY MINUTES), THE MARK IS
 AI7012'LOCATED ON THE WEST BANK OF DUNNS CREEK ABOUT 0.2 MI (0.3 KM)
 AI7012'NORTHERLY OF THE CREEKS ENTRANCE INTO CRESCENT LAKE, THE MARK IS
 AI7012'ENCASED IN A PVC PIPE THE PROTRUDES 0.7 FT (21.3 CM) ABOVE THE GROUND,
 AI7012'ACCESS TO THE ROD IS THROUGH A 5 INCH LOGO CAP. LOCATED 180 FT (54.9
 AI7012'M) NORTH 58 DEGREES EAST OF BENCHMARK 872 0805 A TIDAL, 144.7 FT (44.1
 AI7012'M) NORTH 20 DEGREES EAST OF BENCHMARK 872 0805 A, 62 FT (18.9 M) WEST
 AI7012'OF THE LINE OF VEGETATION LINE ALONG THE WEST BANK OF DUNNS CREEK,
 AI7012'11.6 FT (3.5 M) NORTHEAST OF A 2.5 FT (0.8 M) DIAMETER ASH TREE, AND
 AI7012'1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST. NOTE, THIS MARK WILL
 AI7012'BE COVERED WITH WATER AT TIMES, HOWEVER THE PVC PIPE AND LOGO CAP WILL
 AI7012'AT MOST TIMES BE ABOVE WATER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7013 ***********************************************************************
 AI7013  DESIGNATION -  872 0805 C TIDAL
 AI7013  PID         -  AI7013
 AI7013  STATE/COUNTY-  FL/PUTNAM
 AI7013  COUNTRY     -  US
 AI7013  USGS QUAD   -  SAN MATEO (2018)
 AI7013
 AI7013                         *CURRENT SURVEY CONTROL
 AI7013  ______________________________________________________________________
 AI7013* NAD 83(1986) POSITION- 29 32 02.     (N) 081 33 30.     (W)   SCALED
 AI7013* NAVD 88 ORTHO HEIGHT -     0.195 (meters)        0.64  (feet) ADJUSTED
 AI7013  ______________________________________________________________________
 AI7013  GEOID HEIGHT    -        -28.539 (meters)                     GEOID18
 AI7013  DYNAMIC HEIGHT  -          0.195 (meters)        0.64  (feet) COMP
 AI7013  MODELED GRAVITY -    979,275.3   (mgal)                       NAVD 88
 AI7013
 AI7013  VERT ORDER      -  SECOND    CLASS I
 AI7013
 AI7013.The horizontal coordinates were scaled from a map and have
 AI7013.an estimated accuracy of +/- 6 seconds.
 AI7013
 AI7013.The orthometric height was determined by differential leveling and
 AI7013.adjusted by the NATIONAL GEODETIC SURVEY
 AI7013.in April 2001.
 AI7013
 AI7013.No vertical observational check was made to the station.
 AI7013
 AI7013.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7013.GEOID18 height accuracy estimate available here.
 AI7013
 AI7013.Click photographs - Photos may exist for this station.
 AI7013
 AI7013.The dynamic height is computed by dividing the NAVD 88
 AI7013.geopotential number by the normal gravity value computed on the
 AI7013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7013.degrees latitude (g = 980.6199 gals.).
 AI7013
 AI7013.The modeled gravity was interpolated from observed gravity values.
 AI7013
 AI7013;                    North         East    Units  Estimated Accuracy
 AI7013;SPC FL E     -   576,330.      145,880.      MT  (+/- 180 meters Scaled)
 AI7013
 AI7013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN458672(NAD 83)
 AI7013
 AI7013                          SUPERSEDED SURVEY CONTROL
 AI7013
 AI7013.No superseded survey control is available for this station.
 AI7013
 AI7013_MARKER: DJ = TIDAL STATION DISK
 AI7013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7013_STAMPING: 0805 C 1993
 AI7013_MARK LOGO: NOS
 AI7013_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7013+STABILITY: SURFACE MOTION
 AI7013
 AI7013  HISTORY     - Date     Condition        Report By
 AI7013  HISTORY     - 1993     MONUMENTED       FLDEP
 AI7013
 AI7013                          STATION DESCRIPTION
 AI7013
 AI7013'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7013'THE MARK IS ABOUT 6.75 MI (10.86 KM) SOUTHEAST OF THE TOWN OF SATSUMA
 AI7013'IN PUTNAM COUNTY, SECTION 22 TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH
 AI7013'THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S. HIGHWAY 17 IN
 AI7013'SATSUMA, GO SOUTH ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE T
 AI7013'JUNCTION OF SISCO ROAD ON THE LEFT AND U.S. HIGHWAY 17, TURN LEFT AND
 AI7013'GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO A DIRT ROAD ON THE
 AI7013'LEFT, TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.05 MI (0.08
 AI7013'KM) TO A LOCKED WOODEN GATE, (CONTACT D.E.P. AT 904-488-2427 FOR A
 AI7013'KEY), CONTINUE THROUGH THE GATE NORTHEASTERLY ON THE DIRT ROAD FOR
 AI7013'1.45 MI (2.33 KM) TO THE T JUNCTION OF A DIRT ROAD ON THE RIGHT
 AI7013'(LEADING SOUTHERLY), TURN RIGHT AND GO SOUTHERLY ON THE DIRT ROAD FOR
 AI7013'0.4 MI (0.6 KM) TO AN EAST-WEST FENCE LINE, PARK AND WALK EAST ALONG
 AI7013'THE FENCE FOR 1.26 MI (2.03 KM) (THIS IS ALMOST ENTIRELY IN THE DUNNS
 AI7013'CREEK SWAMP, WATER IS SELDOM MORE THAN WAIST DEEP), TO THE BANK OF
 AI7013'DUNNS CREEK, TURN SOUTH AND FOLLOW THE CREEK BANK SOUTHERLY FOR 300 FT
 AI7013'(91.4 M) TO THE MARK ON THE RIGHT, APPROXIMATELY 125 FT (38.1 M) WEST
 AI7013'OF THE WEST EDGE OF DUNNS CREEK. THE MARK MAY ALSO BE REACHED BY BOAT
 AI7013'FROM DUNNS CREEK LANDING AT THE NORTHERN END OF THE U.S. HIGHWAY 17
 AI7013'BRIDGE OVER DUNNS CREEK, IN SECTION 36 OF TOWNSHIP 10 SOUTH RANGE 27
 AI7013'EAST, FROM THE BOAT RAMP PROCEED SOUTHWEST ALONG THE CANAL FOR
 AI7013'APPROXIMATLY 0.2 MI (0.3 KM) TO DUNNS CREEK, TURN LEFT INTO DUNNS
 AI7013'CREEK AND GO UP STREAM TOWARD CRESCENT LAKE, THIS IS IN A
 AI7013'SOUTHEASTERLY DIRECTION, PROCEED UP STREAM FOR APPROXIMATELY 7.25 MI
 AI7013'(11.67 KM) (THIS TRIP WILL AVERAGE ABOUT THIRTY MINUTES), THE MARK IS
 AI7013'LOCATED IN THE SWAMP ALONG THE WEST BANK OF DUNNS CREEK ABOUT 0.2 MI
 AI7013'(0.3 KM) NORTHERLY OF THE CREEKS ENTRANCE INTO CRESCENT LAKE. THE MARK
 AI7013'IS LOCATED 180 FT (54.9 M) SOUTH 58 DEGREES WEST OF BENCHMARK 872 0805
 AI7013'D TIDAL, 148 FT (45.1 M) SOUTH 83 DEGREES EAST OF BENCHMARK 872 0805 D
 AI7013'TIDAL, 110 FT (33.5 M) NORTH 70 70 DEGREES WEST OF BENCHMARK 872 0805
 AI7013'A TIDAL, 10 FT (3.0 M) SOUTH-SOUTHWEST OF A 2.5 FT (0.8 M) DIAMETER
 AI7013'MAPLE TREE, 7 FT (2.1 M) NORTH-NORTHEAST OF A 0.9 FT (27.4 CM)
 AI7013'DIAMETER ASH TREE WITH THREE VERTICAL BLAZES CUT ON THE SOUTH SIDE OF
 AI7013'THE TREE, 4.4 FT (1.3 M) SOUTH-SOUTHWEST OF A 2.5 FT (0.8 M) DIAMETER
 AI7013'BLACKGUM TREE WITH THREE VERTICAL BLAZES CUT ON THE NORTH SIDE OF THE
 AI7013'TREE, AND 1.2 FT (0.4 M) NORTHWEST OF A CARSONITE WITNESS POST. NOTE,
 AI7013'THIS MARK WILL BE COVERED WITH WATER AT TIMES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7014 ***********************************************************************
 AI7014  DESIGNATION -  872 0805 D TIDAL
 AI7014  PID         -  AI7014
 AI7014  STATE/COUNTY-  FL/PUTNAM
 AI7014  COUNTRY     -  US
 AI7014  USGS QUAD   -  SAN MATEO (2018)
 AI7014
 AI7014                         *CURRENT SURVEY CONTROL
 AI7014  ______________________________________________________________________
 AI7014* NAD 83(1986) POSITION- 29 32 02.     (N) 081 33 32.     (W)   SCALED
 AI7014* NAVD 88 ORTHO HEIGHT -     0.194 (meters)        0.64  (feet) ADJUSTED
 AI7014  ______________________________________________________________________
 AI7014  GEOID HEIGHT    -        -28.538 (meters)                     GEOID18
 AI7014  DYNAMIC HEIGHT  -          0.194 (meters)        0.64  (feet) COMP
 AI7014  MODELED GRAVITY -    979,275.3   (mgal)                       NAVD 88
 AI7014
 AI7014  VERT ORDER      -  SECOND    CLASS I
 AI7014
 AI7014.The horizontal coordinates were scaled from a map and have
 AI7014.an estimated accuracy of +/- 6 seconds.
 AI7014
 AI7014.The orthometric height was determined by differential leveling and
 AI7014.adjusted by the NATIONAL GEODETIC SURVEY
 AI7014.in April 2001.
 AI7014
 AI7014.No vertical observational check was made to the station.
 AI7014
 AI7014.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7014.GEOID18 height accuracy estimate available here.
 AI7014
 AI7014.Click photographs - Photos may exist for this station.
 AI7014
 AI7014.The dynamic height is computed by dividing the NAVD 88
 AI7014.geopotential number by the normal gravity value computed on the
 AI7014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7014.degrees latitude (g = 980.6199 gals.).
 AI7014
 AI7014.The modeled gravity was interpolated from observed gravity values.
 AI7014
 AI7014;                    North         East    Units  Estimated Accuracy
 AI7014;SPC FL E     -   576,330.      145,830.      MT  (+/- 180 meters Scaled)
 AI7014
 AI7014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN458672(NAD 83)
 AI7014
 AI7014                          SUPERSEDED SURVEY CONTROL
 AI7014
 AI7014.No superseded survey control is available for this station.
 AI7014
 AI7014_MARKER: DJ = TIDAL STATION DISK
 AI7014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7014_STAMPING: 0805 D 1993
 AI7014_MARK LOGO: NOS
 AI7014_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7014+STABILITY: SURFACE MOTION
 AI7014
 AI7014  HISTORY     - Date     Condition        Report By
 AI7014  HISTORY     - 1993     MONUMENTED       FLDEP
 AI7014
 AI7014                          STATION DESCRIPTION
 AI7014
 AI7014'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7014'THE MARK IS ABOUT 6.75 MI (10.86 KM) SOUTHEAST OF THE TOWN OF SATSUMA
 AI7014'IN PUTNAM COUNTY, SECTION 22 TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH
 AI7014'THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S. HIGHWAY 17 IN
 AI7014'SATSUMA, GO SOUTH ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE T
 AI7014'JUNCTION OF SISCO ROAD ON THE LEFT AND U.S. HIGHWAY 17, TURN LEFT AND
 AI7014'GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO A DIRT ROAD ON THE
 AI7014'LEFT, TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.05 MI (0.08
 AI7014'KM) TO A LOCKED WOODEN GATE, (CONTACT D.E.P. AT 904-488-2427 FOR A
 AI7014'KEY), CONTINUE THROUGH THE GATE NORTHEASTERLY ON THE DIRT ROAD FOR
 AI7014'1.45 MI (2.33 KM) TO THE T JUNCTION OF A DIRT ROAD ON THE RIGHT
 AI7014'(LEADING SOUTHERLY), TURN RIGHT AND GO SOUTHERLY ON THE DIRT ROAD FOR
 AI7014'0.4 MI (0.6 KM) TO AN EAST-WEST FENCE LINE, PARK AND WALK EAST ALONG
 AI7014'THE FENCE FOR 1.26 MI (2.03 KM) (THIS IS ALMOST ENTIRELY IN THE DUNNS
 AI7014'CREEK SWAMP, WATER IS SELDOM MORE THAN WAIST DEEP), TO THE BANK OF
 AI7014'DUNNS CREEK, TURN SOUTH AND FOLLOW THE CREEK BANK SOUTHERLY FOR 300 FT
 AI7014'(91.4 M) TO THE MARK ON THE RIGHT, APPROXIMATELY 275 FT (83.8 M) WEST
 AI7014'OF THE WEST EDGE OF DUNNS CREEK. THE MARK MAY ALSO BE REACHED BY BOAT
 AI7014'FROM DUNNS CREEK LANDING AT THE NORTHERN END OF THE U.S. HIGHWAY 17
 AI7014'BRIDGE OVER DUNNS CREEK, IN SECTION 36 OF TOWNSHIP 10 SOUTH RANGE 27
 AI7014'EAST, FROM THE BOAT RAMP PROCEED SOUTHWEST ALONG THE CANAL FOR
 AI7014'APPROXIMATLY 0.2 MI (0.3 KM) TO DUNNS CREEK, TURN LEFT INTO DUNNS
 AI7014'CREEK AND GO UP STREAM TOWARD CRESCENT LAKE, THIS IS IN A
 AI7014'SOUTHEASTERLY DIRECTION, PROCEED UP STREAM FOR APPROXIMATELY 7.25 MI
 AI7014'(11.67 KM) (THIS TRIP WILL AVERAGE ABOUT THIRTY MINUTES), THE MARK IS
 AI7014'LOCATED IN THE SWAMP ALONG THE WEST BANK OF DUNNS CREEK ABOUT 0.2 MI
 AI7014'(0.3 KM) NORTHERLY OF THE CREEKS ENTRANCE INTO CRESCENT LAKE. THE MARK
 AI7014'IS LOCATED 211.5 FT (64.5 M) SOUTH 78 DEGREES EAST OF BENCHMARK 872
 AI7014'0805 E 1993, 148 FT (45.1 M) NORTH 83 DEGREES WEST OF BENCHMARK 872
 AI7014'0805 C 1993, 5 FT (1.5 M) NORTHEAST OF A 2.3 FT (0.7 M) DIAMETER TREE
 AI7014'WITH THREE VERTICAL BLAZES CUT ON THE SOUTHWEST FACE OF THE TREE, 4.5
 AI7014'FT (1.4 M) SOUTH SOUTHWEST OF A 1 FT (0.3 M) DIAMETER TREE WITH THREE
 AI7014'VERTICAL BLAZES CUT ON THE NORTH FACE OF THE TREE AND 1 FT (0.3 M)
 AI7014'WEST OF A CARSONITE WITNESS POST. NOTE, THIS MARK WILL BE COVERED WITH
 AI7014'WATER AT TIMES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI7015 ***********************************************************************
 AI7015  DESIGNATION -  872 0805 E TIDAL
 AI7015  PID         -  AI7015
 AI7015  STATE/COUNTY-  FL/PUTNAM
 AI7015  COUNTRY     -  US
 AI7015  USGS QUAD   -  SAN MATEO (2018)
 AI7015
 AI7015                         *CURRENT SURVEY CONTROL
 AI7015  ______________________________________________________________________
 AI7015* NAD 83(1986) POSITION- 29 32 02.     (N) 081 33 34.     (W)   SCALED
 AI7015* NAVD 88 ORTHO HEIGHT -     0.161 (meters)        0.53  (feet) ADJUSTED
 AI7015  ______________________________________________________________________
 AI7015  GEOID HEIGHT    -        -28.538 (meters)                     GEOID18
 AI7015  DYNAMIC HEIGHT  -          0.161 (meters)        0.53  (feet) COMP
 AI7015  MODELED GRAVITY -    979,275.4   (mgal)                       NAVD 88
 AI7015
 AI7015  VERT ORDER      -  SECOND    CLASS I
 AI7015
 AI7015.The horizontal coordinates were scaled from a map and have
 AI7015.an estimated accuracy of +/- 6 seconds.
 AI7015
 AI7015.The orthometric height was determined by differential leveling and
 AI7015.adjusted by the NATIONAL GEODETIC SURVEY
 AI7015.in April 2001.
 AI7015
 AI7015.No vertical observational check was made to the station.
 AI7015
 AI7015.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI7015.GEOID18 height accuracy estimate available here.
 AI7015
 AI7015.Click photographs - Photos may exist for this station.
 AI7015
 AI7015.The dynamic height is computed by dividing the NAVD 88
 AI7015.geopotential number by the normal gravity value computed on the
 AI7015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI7015.degrees latitude (g = 980.6199 gals.).
 AI7015
 AI7015.The modeled gravity was interpolated from observed gravity values.
 AI7015
 AI7015;                    North         East    Units  Estimated Accuracy
 AI7015;SPC FL E     -   576,330.      145,770.      MT  (+/- 180 meters Scaled)
 AI7015
 AI7015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN457672(NAD 83)
 AI7015
 AI7015                          SUPERSEDED SURVEY CONTROL
 AI7015
 AI7015.No superseded survey control is available for this station.
 AI7015
 AI7015_MARKER: DJ = TIDAL STATION DISK
 AI7015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI7015_STAMPING: 0805 E 1993
 AI7015_MARK LOGO: NOS
 AI7015_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI7015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI7015+STABILITY: SURFACE MOTION
 AI7015
 AI7015  HISTORY     - Date     Condition        Report By
 AI7015  HISTORY     - 1993     MONUMENTED       FLDEP
 AI7015
 AI7015                          STATION DESCRIPTION
 AI7015
 AI7015'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI7015'THE MARK IS ABOUT 6.75 MI (10.86 KM) SOUTHEAST OF THE TOWN OF SATSUMA
 AI7015'IN PUTNAM COUNTY, SECTION 22 TOWNSHIP 11 SOUTH RANGE 27 EAST. TO REACH
 AI7015'THE MARK FROM THE JUNCTION OF COUNTY ROAD 309 AND U.S. HIGHWAY 17 IN
 AI7015'SATSUMA, GO SOUTH ON U.S. HIGHWAY 17 FOR 3.1 MI (5.0 KM) TO THE T
 AI7015'JUNCTION OF SISCO ROAD ON THE LEFT AND U.S. HIGHWAY 17, TURN LEFT AND
 AI7015'GO SOUTHEAST ON SISCO ROAD FOR 2.2 MI (3.5 KM) TO A DIRT ROAD ON THE
 AI7015'LEFT, TURN LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.05 MI (0.08
 AI7015'KM) TO A LOCKED WOODEN GATE, (CONTACT D.E.P. AT 904-488-2427 FOR A
 AI7015'KEY), CONTINUE THROUGH THE GATE NORTHEASTERLY ON THE DIRT ROAD FOR
 AI7015'1.45 MI (2.33 KM) TO THE T JUNCTION OF A DIRT ROAD ON THE RIGHT
 AI7015'(LEADING SOUTHERLY), TURN RIGHT AND GO SOUTHERLY ON THE DIRT ROAD FOR
 AI7015'0.4 MI (0.6 KM) TO AN EAST-WEST FENCE LINE, PARK AND WALK EAST ALONG
 AI7015'THE FENCE FOR 1.26 MI (2.03 KM) (THIS IS ALMOST ENTIRELY IN THE DUNNS
 AI7015'CREEK SWAMP, WATER IS SELDOM MORE THAN WAIST DEEP), TO THE BANK OF
 AI7015'DUNNS CREEK, TURN SOUTH AND FOLLOW THE CREEK BANK SOUTHERLY FOR 300 FT
 AI7015'(91.4 M) TO THE MARK ON THE RIGHT, APPROXIMATELY 485 FT (147.8 M) WEST
 AI7015'OF THE WEST EDGE OF DUNNS CREEK. THE MARK MAY ALSO BE REACHED BY BOAT
 AI7015'FROM DUNNS CREEK LANDING AT THE NORTHERN END OF THE U.S. HIGHWAY 17
 AI7015'BRIDGE OVER DUNNS CREEK, IN SECTION 36 OF TOWNSHIP 10 SOUTH RANGE 27
 AI7015'EAST, FROM THE BOAT RAMP PROCEED SOUTHWEST ALONG THE CANAL FOR
 AI7015'APPROXIMATLY 0.2 MI (0.3 KM) TO DUNNS CREEK, TURN LEFT INTO DUNNS
 AI7015'CREEK AND GO UP STREAM TOWARD CRESCENT LAKE, THIS IS IN A
 AI7015'SOUTHEASTERLY DIRECTION, PROCEED UP STREAM FOR APPROXIMATELY 7.25 MI
 AI7015'(11.67 KM) (THIS TRIP WILL AVERAGE ABOUT THIRTY MINUTES), THE MARK IS
 AI7015'LOCATED IN THE SWAMP ALONG THE WEST BANK OF DUNNS CREEK ABOUT 0.2 MI
 AI7015'(0.3 KM) NORTHERLY OF THE CREEKS ENTRANCE INTO CRESCENT LAKE. THE MARK
 AI7015'IS LOCATED 211.5 FT (64.5 M) NORTH 78 DEGREES WEST OF BENCHMARK 872
 AI7015'0805 D, 8.0 FT (2.4 M) EAST SOUTHEAST OF A 1.8 FT (0.5 M) DIAMETER
 AI7015'TREE WITH THREE VERTICAL BLAZES CUT ON THE NORTHWEST FACE OF THE TREE,
 AI7015'7.5 FT (2.3 M) WEST NORTHWEST OF A 2.2 FT (0.7 M) DIAMETER TREE WITH
 AI7015'THREE VERTICAL BLAZES CUT ON THE NORTHEAST FACE OF THE TREE AND 0.9 FT
 AI7015'(27.4 CM) WEST SOUTHWEST OF A CARSONITE WITNESS POST. NOTE, THIS MARK
 AI7015'WILL BE COVERED WITH WATER AT TIMES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8534 ***********************************************************************
 DR8534  DESIGNATION -  872 0805 F
 DR8534  PID         -  DR8534
 DR8534  STATE/COUNTY-  FL/PUTNAM
 DR8534  COUNTRY     -  US
 DR8534  USGS QUAD   -  CRESCENT CITY (2018)
 DR8534
 DR8534                         *CURRENT SURVEY CONTROL
 DR8534  ______________________________________________________________________
 DR8534* NAD 83(1986) POSITION- 29 29 47.68   (N) 081 33 58.18   (W)   HD_HELD1
 DR8534* NAVD 88 ORTHO HEIGHT -     8.413 (meters)       27.60  (feet) ADJUSTED
 DR8534  ______________________________________________________________________
 DR8534  GEOID HEIGHT    -        -28.510 (meters)                     GEOID18
 DR8534  DYNAMIC HEIGHT  -          8.402 (meters)       27.57  (feet) COMP
 DR8534  MODELED GRAVITY -    979,271.9   (mgal)                       NAVD 88
 DR8534
 DR8534  VERT ORDER      -  SECOND    CLASS I
 DR8534
 DR8534.The horizontal coordinates were determined by differentially corrected
 DR8534.hand held GPS observations or other comparable positioning techniques
 DR8534.and have an estimated accuracy of +/- 3 meters.
 DR8534
 DR8534.The orthometric height was determined by differential leveling and
 DR8534.adjusted by the NATIONAL GEODETIC SURVEY
 DR8534.in February 2023.
 DR8534
 DR8534.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8534.GEOID18 height accuracy estimate available here.
 DR8534
 DR8534.Click photographs - Photos may exist for this station.
 DR8534
 DR8534.The dynamic height is computed by dividing the NAVD 88
 DR8534.geopotential number by the normal gravity value computed on the
 DR8534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8534.degrees latitude (g = 980.6199 gals.).
 DR8534
 DR8534.The modeled gravity was interpolated from observed gravity values.
 DR8534
 DR8534;                    North         East    Units  Estimated Accuracy
 DR8534;SPC FL E     -   572,201.0     145,102.4     MT  (+/- 3 meters HH1 GPS) 
 DR8534
 DR8534_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4512163137(NAD 83)
 DR8534
 DR8534                          SUPERSEDED SURVEY CONTROL
 DR8534
 DR8534.No superseded survey control is available for this station.
 DR8534
 DR8534_MARKER: F = FLANGE-ENCASED ROD
 DR8534_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8534_STAMPING: 0805 F 2022
 DR8534_MARK LOGO: FLDEP
 DR8534_PROJECTION: RECESSED 5 CENTIMETERS
 DR8534_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8534_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8534+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 DR8534_ROD/PIPE-DEPTH: 4.7 meters
 DR8534
 DR8534  HISTORY     - Date     Condition        Report By
 DR8534  HISTORY     - 20221031 MONUMENTED       FLDEP
 DR8534
 DR8534                          STATION DESCRIPTION
 DR8534
 DR8534'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8534'THE MARK IS ABOUT 6.5 MI (10.5 KM) EAST OF WELAKA, 5.9 MI (9.5 KM)
 DR8534'NORTH-NORTHWEST OF CRESCENT CITY STATION, 5.7 MI (9.2 KM) NORTHWEST OF
 DR8534'CRESCENT CITY, IN SECTION 34, TOWNSHIP 11 SOUTH, RANGE 27 EAST.
 DR8534'
 DR8534'TO REACH THE MARK FROM THE U.S. POST OFFICE IN POMONA PARK, GO
 DR8534'SOUTHEAST ON U.S. HIGHWAY 17 FOR 1.9 MI (3.1 KM) TO THE JUNCTION OF
 DR8534'PETTIT ROAD ON THE LEFT.  TURN LEFT ON PETTIT ROAD AND GO NORTH FOR
 DR8534'0.8 MI (1.3 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ALLOY ROD DRIVEN
 DR8534'TO REFUSAL AT A DEPTH OF 15.4 FT (4.7 M) WITH A 6-INCH (15 CM) (FLDEP)
 DR8534'LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.2
 DR8534'FT (6 CM) BELOW THE LEVEL OF PETITT ROAD, THE DATUM POINT IS RECESSED
 DR8534'0.4 FT (12 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR8534'
 DR8534'LOCATED 97.7 FT (29.8 M) SOUTH OF THE NORTHWEST CORNER POST OF A HOG
 DR8534'WIRE FENCE, 47.1 FT (14.4 M) NORTH OF UTILITY POLE 34425 0023, 14.0 FT
 DR8534'(4.3 M) EAST OF THE APPROXIMATE CENTERLINE OF PETITT ROAD AND 14.0 FT
 DR8534'(4.3 M) WEST OF A CARSONITE WITNESS POST.
 DR8534'
 DR8534'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR8534'
 DR8534'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8534'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8535 ***********************************************************************
 DR8535  DESIGNATION -  872 0805 G
 DR8535  PID         -  DR8535
 DR8535  STATE/COUNTY-  FL/PUTNAM
 DR8535  COUNTRY     -  US
 DR8535  USGS QUAD   -  SAN MATEO (2018)
 DR8535
 DR8535                         *CURRENT SURVEY CONTROL
 DR8535  ______________________________________________________________________
 DR8535* NAD 83(1986) POSITION- 29 30 14.87   (N) 081 33 37.17   (W)   HD_HELD1
 DR8535* NAVD 88 ORTHO HEIGHT -     0.918 (meters)        3.01  (feet) ADJUSTED
 DR8535  ______________________________________________________________________
 DR8535  GEOID HEIGHT    -        -28.521 (meters)                     GEOID18
 DR8535  DYNAMIC HEIGHT  -          0.917 (meters)        3.01  (feet) COMP
 DR8535  MODELED GRAVITY -    979,273.5   (mgal)                       NAVD 88
 DR8535
 DR8535  VERT ORDER      -  SECOND    CLASS I
 DR8535
 DR8535.The horizontal coordinates were determined by differentially corrected
 DR8535.hand held GPS observations or other comparable positioning techniques
 DR8535.and have an estimated accuracy of +/- 3 meters.
 DR8535
 DR8535.The orthometric height was determined by differential leveling and
 DR8535.adjusted by the NATIONAL GEODETIC SURVEY
 DR8535.in February 2023.
 DR8535
 DR8535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8535.GEOID18 height accuracy estimate available here.
 DR8535
 DR8535.Click photographs - Photos may exist for this station.
 DR8535
 DR8535.The dynamic height is computed by dividing the NAVD 88
 DR8535.geopotential number by the normal gravity value computed on the
 DR8535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8535.degrees latitude (g = 980.6199 gals.).
 DR8535
 DR8535.The modeled gravity was interpolated from observed gravity values.
 DR8535
 DR8535;                    North         East    Units  Estimated Accuracy
 DR8535;SPC FL E     -   573,035.4     145,672.3     MT  (+/- 3 meters HH1 GPS) 
 DR8535
 DR8535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4569063971(NAD 83)
 DR8535
 DR8535                          SUPERSEDED SURVEY CONTROL
 DR8535
 DR8535.No superseded survey control is available for this station.
 DR8535
 DR8535_MARKER: F = FLANGE-ENCASED ROD
 DR8535_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8535_STAMPING: 0805 G 20200
 DR8535_MARK LOGO: FLDEP
 DR8535_PROJECTION: RECESSED 5 CENTIMETERS
 DR8535_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8535_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8535+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 DR8535_ROD/PIPE-DEPTH: 12.0 meters
 DR8535
 DR8535  HISTORY     - Date     Condition        Report By
 DR8535  HISTORY     - 20221031 MONUMENTED       FLDEP
 DR8535
 DR8535                          STATION DESCRIPTION
 DR8535
 DR8535'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8535'THE MARK IS ABOUT 6.7 MI (10.8 KM) EAST-SOUTHEAST OF SATSUMA, 6.4 MI
 DR8535'(10.3 KM) NORTH-NORTHWEST OF CRESCENT CITY STATION, 5.9 MI (9.5 KM)
 DR8535'NORTH-NORTHWEST OF CRESCENT CITY, IN SECTION 34, TOWNSHIP 11 SOUTH,
 DR8535'RANGE 27 EAST.
 DR8535'
 DR8535'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND EAST
 DR8535'MAIN STREET AT THE U.S. POST OFFICE IN POMONA PARK, GO NORTH-NORTHEAST
 DR8535'ON EAST MAIN STREET FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF POMONA
 DR8535'LANDING ROAD ON THE RIGHT.  TURN RIGHT ON POMONA LANDING ROAD AND GO
 DR8535'EAST FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF CRESCENT LAKE DRIVE ON THE
 DR8535'RIGHT.  TURN RIGHT ON CRESCENT LAKE DRIVE AND GO SOUTHWEST FOR 0.2 MI
 DR8535'(0.3 KM) TO THE JUNCTION OF CHAR LANE ON THE RIGHT AND THE MARK ON THE
 DR8535'LEFT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 39.4 FT
 DR8535'(12.0 M) WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM)
 DR8535'BELOW THE LEVEL OF THE GROUND AND 0.2 FT (6 CM) BELOW THE LEVEL OF
 DR8535'CRESCENT LAKE DRIVE, THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW
 DR8535'THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR8535'
 DR8535'LOCATED 38.6 FT (11.8 M) SOUTH OF THE APPROXIMATE DRIVEWAY CENTERLINE
 DR8535'OF U.S. MAIL ADDRESS 116 CRESCENT LAKE DRIVE, 21.7 FT (6.6 M) NORTH OF
 DR8535'THE APPROXIMATE CENTERLINE OF THE BOAT RAMP ROAD, 17.8 FT (5.4 M) WEST
 DR8535'OF A CARSONITE WITNESS POST AND 15.0 FT (4.6 M) EAST OF THE
 DR8535'APPROXIMATE CENTERLINE OF CRESCENT LAKE DRIVE.
 DR8535'
 DR8535'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8535'
 DR8535'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8535'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8537 ***********************************************************************
 DR8537  DESIGNATION -  872 0805 H
 DR8537  PID         -  DR8537
 DR8537  STATE/COUNTY-  FL/PUTNAM
 DR8537  COUNTRY     -  US
 DR8537  USGS QUAD   -  SAN MATEO (2018)
 DR8537
 DR8537                         *CURRENT SURVEY CONTROL
 DR8537  ______________________________________________________________________
 DR8537* NAD 83(1986) POSITION- 29 30 22.84   (N) 081 33 33.77   (W)   HD_HELD1
 DR8537* NAVD 88 ORTHO HEIGHT -     2.644 (meters)        8.67  (feet) ADJUSTED
 DR8537  ______________________________________________________________________
 DR8537  GEOID HEIGHT    -        -28.524 (meters)                     GEOID18
 DR8537  DYNAMIC HEIGHT  -          2.641 (meters)        8.66  (feet) COMP
 DR8537  MODELED GRAVITY -    979,273.6   (mgal)                       NAVD 88
 DR8537
 DR8537  VERT ORDER      -  SECOND    CLASS I
 DR8537
 DR8537.The horizontal coordinates were determined by differentially corrected
 DR8537.hand held GPS observations or other comparable positioning techniques
 DR8537.and have an estimated accuracy of +/- 3 meters.
 DR8537
 DR8537.The orthometric height was determined by differential leveling and
 DR8537.adjusted by the NATIONAL GEODETIC SURVEY
 DR8537.in February 2023.
 DR8537
 DR8537.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8537.GEOID18 height accuracy estimate available here.
 DR8537
 DR8537.Click photographs - Photos may exist for this station.
 DR8537
 DR8537.The dynamic height is computed by dividing the NAVD 88
 DR8537.geopotential number by the normal gravity value computed on the
 DR8537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8537.degrees latitude (g = 980.6199 gals.).
 DR8537
 DR8537.The modeled gravity was interpolated from observed gravity values.
 DR8537
 DR8537;                    North         East    Units  Estimated Accuracy
 DR8537;SPC FL E     -   573,280.3     145,765.1     MT  (+/- 3 meters HH1 GPS) 
 DR8537
 DR8537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4578364216(NAD 83)
 DR8537
 DR8537                          SUPERSEDED SURVEY CONTROL
 DR8537
 DR8537.No superseded survey control is available for this station.
 DR8537
 DR8537_MARKER: F = FLANGE-ENCASED ROD
 DR8537_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8537_STAMPING: 0805 H 2022
 DR8537_MARK LOGO: FLDEP
 DR8537_PROJECTION: RECESSED 5 CENTIMETERS
 DR8537_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8537+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 DR8537_ROD/PIPE-DEPTH: 10.8 meters
 DR8537
 DR8537  HISTORY     - Date     Condition        Report By
 DR8537  HISTORY     - 20221031 MONUMENTED       FLDEP
 DR8537
 DR8537                          STATION DESCRIPTION
 DR8537
 DR8537'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8537'THE MARK IS ABOUT 6.7 MI (10.8 KM) EAST-SOUTHEAST OF SATSUMA, 6.5 MI
 DR8537'(10.5 KM) NORTH-NORTHWEST OF CRESCENT CITY STATION, 6.0 MI (9.7 KM)
 DR8537'NORTH-NORTHWEST OF CRESCENT CITY, IN SECTION 27, TOWNSHIP 11 SOUTH,
 DR8537'RANGE 27 EAST.
 DR8537'
 DR8537'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND EAST
 DR8537'MAIN STREET AT THE U.S. POST OFFICE IN POMONA PARK, GO NORTH-NORTHEAST
 DR8537'ON EAST MAIN STREET FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF POMONA
 DR8537'LANDING ROAD ON THE RIGHT.  TURN RIGHT ON POMONA LANDING ROAD AND GO
 DR8537'EAST FOR 1.2 MI (1.9 KM) TO THE JUNCTION OF CRESCENT LAKE DRIVE ON THE
 DR8537'RIGHT AND THE MARK ON THE RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO
 DR8537'REFUSAL AT A DEPTH OF 35.4 FT (10.8 M) WITH A 6-INCH (15 CM) (FLDEP)
 DR8537'LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.2
 DR8537'FT (6 CM) BELOW THE LEVEL OF POMONA LANDING ROAD, THE DATUM POINT IS
 DR8537'RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR8537'
 DR8537'LOCATED 31.4 FT (9.6 M) NORTH OF THE APPROXIMATE DRIVEWAY CENTERLINE
 DR8537'AT U.S. MAIL ADDRESS 100 CRESCENT LAKE DRIVE, 17.6 FT (5.4 M) SOUTH OF
 DR8537'THE APPROXIMATE CENTERLINE OF POMONA LANDING ROAD, 11.8 FT (3.6 M)
 DR8537'EAST OF THE APPROXIMATE CENTERLINE OF CRESCENT LAKE DRIVE AND 6.0 FT
 DR8537'(1.8 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DR8537'
 DR8537'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8537'
 DR8537'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8537'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8538 ***********************************************************************
 DR8538  DESIGNATION -  872 0805 J
 DR8538  PID         -  DR8538
 DR8538  STATE/COUNTY-  FL/PUTNAM
 DR8538  COUNTRY     -  US
 DR8538  USGS QUAD   -  SAN MATEO (2018)
 DR8538
 DR8538                         *CURRENT SURVEY CONTROL
 DR8538  ______________________________________________________________________
 DR8538* NAD 83(1986) POSITION- 29 30 22.52   (N) 081 34 02.17   (W)   HD_HELD1
 DR8538* NAVD 88 ORTHO HEIGHT -     7.370 (meters)       24.18  (feet) ADJUSTED
 DR8538  ______________________________________________________________________
 DR8538  GEOID HEIGHT    -        -28.516 (meters)                     GEOID18
 DR8538  DYNAMIC HEIGHT  -          7.360 (meters)       24.15  (feet) COMP
 DR8538  MODELED GRAVITY -    979,273.7   (mgal)                       NAVD 88
 DR8538
 DR8538  VERT ORDER      -  SECOND    CLASS I
 DR8538
 DR8538.The horizontal coordinates were determined by differentially corrected
 DR8538.hand held GPS observations or other comparable positioning techniques
 DR8538.and have an estimated accuracy of +/- 3 meters.
 DR8538
 DR8538.The orthometric height was determined by differential leveling and
 DR8538.adjusted by the NATIONAL GEODETIC SURVEY
 DR8538.in February 2023.
 DR8538
 DR8538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8538.GEOID18 height accuracy estimate available here.
 DR8538
 DR8538.Click photographs - Photos may exist for this station.
 DR8538
 DR8538.The dynamic height is computed by dividing the NAVD 88
 DR8538.geopotential number by the normal gravity value computed on the
 DR8538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8538.degrees latitude (g = 980.6199 gals.).
 DR8538
 DR8538.The modeled gravity was interpolated from observed gravity values.
 DR8538
 DR8538;                    North         East    Units  Estimated Accuracy
 DR8538;SPC FL E     -   573,274.2     145,000.1     MT  (+/- 3 meters HH1 GPS) 
 DR8538
 DR8538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4501864210(NAD 83)
 DR8538
 DR8538                          SUPERSEDED SURVEY CONTROL
 DR8538
 DR8538.No superseded survey control is available for this station.
 DR8538
 DR8538_MARKER: F = FLANGE-ENCASED ROD
 DR8538_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8538_STAMPING: 0805 J 2022
 DR8538_MARK LOGO: FLDEP
 DR8538_PROJECTION: RECESSED 5 CENTIMETERS
 DR8538_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8538+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 DR8538_ROD/PIPE-DEPTH: 8.3 meters
 DR8538
 DR8538  HISTORY     - Date     Condition        Report By
 DR8538  HISTORY     - 20221031 MONUMENTED       FLDEP
 DR8538
 DR8538                          STATION DESCRIPTION
 DR8538
 DR8538'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8538'THE MARK IS ABOUT 6.6 MI (10.6 KM) EAST-NORTHEAST OF WELAKA, 6.3 MI
 DR8538'(10.1 KM) EAST-SOUTHEAST OF SATSUMA, 6.3 MI (10.1 KM) NORTH-NORTHWEST
 DR8538'OF CRESCENT CITY, IN SECTION 27, TOWNSHIP 11 SOUTH, RANGE 27 EAST.
 DR8538'
 DR8538'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND EAST
 DR8538'MAIN STREET AT THE U.S. POST OFFICE IN POMONA PARK, GO NORTH-NORTHEAST
 DR8538'ON EAST MAIN STREET FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF POMONA
 DR8538'LANDING ROAD ON THE RIGHT.  TURN RIGHT ON POMONA LANDING ROAD AND GO
 DR8538'EAST FOR 0.7 MI (1.1 KM) TO THE MARK ON THE LEFT, AN ALUMINUM ALLOY
 DR8538'ROD DRIVEN TO REFUSAL AT A DEPTH OF 27.1 FT (8.3 M) WITH A 6-INCH (15
 DR8538'CM) (FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DR8538'GROUND AND RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF POMONA LANDING
 DR8538'ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF
 DR8538'THE (FLDEP) LOGO CAP.
 DR8538'
 DR8538'LOCATED 134.0 FT (40.8 M) EAST OF UTILITY POLE P17, 97.9 FT (29.8 M)
 DR8538'WEST OF A UTILITY POLE (NO NUMBER), 15.7 FT (4.8 M) NORTH OF THE
 DR8538'APPROXIMATE CENTERLINE OF POMONA LANDING ROAD AND 6.1 FT (1.9 M) SOUTH
 DR8538'OF A CARSONITE WITNESS POST.
 DR8538'
 DR8538'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8538'
 DR8538'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8538'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8539 ***********************************************************************
 DR8539  DESIGNATION -  872 0805 K
 DR8539  PID         -  DR8539
 DR8539  STATE/COUNTY-  FL/PUTNAM
 DR8539  COUNTRY     -  US
 DR8539  USGS QUAD   -  SAN MATEO (2018)
 DR8539
 DR8539                         *CURRENT SURVEY CONTROL
 DR8539  ______________________________________________________________________
 DR8539* NAD 83(1986) POSITION- 29 30 28.93   (N) 081 34 47.35   (W)   HD_HELD1
 DR8539* NAVD 88 ORTHO HEIGHT -    14.460 (meters)       47.44  (feet) ADJUSTED
 DR8539  ______________________________________________________________________
 DR8539  GEOID HEIGHT    -        -28.503 (meters)                     GEOID18
 DR8539  DYNAMIC HEIGHT  -         14.440 (meters)       47.38  (feet) COMP
 DR8539  MODELED GRAVITY -    979,274.0   (mgal)                       NAVD 88
 DR8539
 DR8539  VERT ORDER      -  SECOND    CLASS I
 DR8539
 DR8539.The horizontal coordinates were determined by differentially corrected
 DR8539.hand held GPS observations or other comparable positioning techniques
 DR8539.and have an estimated accuracy of +/- 3 meters.
 DR8539
 DR8539.The orthometric height was determined by differential leveling and
 DR8539.adjusted by the NATIONAL GEODETIC SURVEY
 DR8539.in February 2023.
 DR8539
 DR8539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8539.GEOID18 height accuracy estimate available here.
 DR8539
 DR8539.Click photographs - Photos may exist for this station.
 DR8539
 DR8539.The dynamic height is computed by dividing the NAVD 88
 DR8539.geopotential number by the normal gravity value computed on the
 DR8539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8539.degrees latitude (g = 980.6199 gals.).
 DR8539
 DR8539.The modeled gravity was interpolated from observed gravity values.
 DR8539
 DR8539;                    North         East    Units  Estimated Accuracy
 DR8539;SPC FL E     -   573,477.5     143,784.3     MT  (+/- 3 meters HH1 GPS) 
 DR8539
 DR8539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN4380364413(NAD 83)
 DR8539
 DR8539                          SUPERSEDED SURVEY CONTROL
 DR8539
 DR8539.No superseded survey control is available for this station.
 DR8539
 DR8539_MARKER: F = FLANGE-ENCASED ROD
 DR8539_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8539_STAMPING: 0805 K 2022
 DR8539_MARK LOGO: FLDEP
 DR8539_PROJECTION: RECESSED 5 CENTIMETERS
 DR8539_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8539+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2022
 DR8539_ROD/PIPE-DEPTH: 4.1 meters
 DR8539
 DR8539  HISTORY     - Date     Condition        Report By
 DR8539  HISTORY     - 20221031 MONUMENTED       FLDEP
 DR8539
 DR8539                          STATION DESCRIPTION
 DR8539
 DR8539'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8539'A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.  THE MARK IS ABOUT
 DR8539'6.6 MI (10.6 KM) EAST-NORTHEAST OF WELAKA, 6.3 MI (10.1 KM)
 DR8539'EAST-SOUTHEAST OF SATSUMA, 6.3 MI (10.1 KM) NORTH-NORTHWEST OF
 DR8539'CRESCENT CITY, IN SECTION 28, TOWNSHIP 11 SOUTH, RANGE 27 EAST.
 DR8539'
 DR8539'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND EAST
 DR8539'MAIN STREET AT THE U.S. POST OFFICE IN POMONA PARK, GO NORTH-NORTHEAST
 DR8539'ON EAST MAIN STREET FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF QUAIL DRIVE
 DR8539'ON THE LEFT AND THE MARK ON THE LEFT, AN ALUMINUM ALLOY ROD DRIVEN TO
 DR8539'REFUSAL AT A DEPTH OF 13.4 FT (4.1 M) WITH A 6-INCH (15 CM) (FLDEP)
 DR8539'LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 1.5
 DR8539'FT (0.5 M) BELOW THE LEVEL OF EAST MAIN STREET, THE DATUM POINT IS
 DR8539'RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR8539'
 DR8539'LOCATED 115.8 FT (35.3 M) NORTH OF UTILITY POLE 3 4326 4321, 43.0 FT
 DR8539'(13.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF QUAIL DRIVE, 30.6 FT
 DR8539'(9.3 M) WEST OF THE APPROXIMATE CENTERLINE OF EAST MAIN STREET AND
 DR8539'17.6 FT (5.4 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DR8539'
 DR8539'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8539'
 DR8539'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8539'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2571 ***********************************************************************
 AQ2571  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2571  DESIGNATION -  872 0832 1
 AQ2571  PID         -  AQ2571
 AQ2571  STATE/COUNTY-  FL/PUTNAM
 AQ2571  COUNTRY     -  US
 AQ2571  USGS QUAD   -  WELAKA (2018)
 AQ2571
 AQ2571                         *CURRENT SURVEY CONTROL
 AQ2571  ______________________________________________________________________
 AQ2571* NAD 83(1986) POSITION- 29 28 47.     (N) 081 40 27.     (W)   SCALED
 AQ2571* NAVD 88 ORTHO HEIGHT -     6.793 (meters)       22.29  (feet) ADJUSTED
 AQ2571  ______________________________________________________________________
 AQ2571  GEOID HEIGHT    -        -28.411 (meters)                     GEOID18
 AQ2571  DYNAMIC HEIGHT  -          6.783 (meters)       22.25  (feet) COMP
 AQ2571  MODELED GRAVITY -    979,269.9   (mgal)                       NAVD 88
 AQ2571
 AQ2571  VERT ORDER      -  SECOND    CLASS I
 AQ2571
 AQ2571.The horizontal coordinates were scaled from a map and have
 AQ2571.an estimated accuracy of +/- 6 seconds.
 AQ2571
 AQ2571.The orthometric height was determined by differential leveling and
 AQ2571.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2571.in September 2010.
 AQ2571
 AQ2571.No vertical observational check was made to the station.
 AQ2571
 AQ2571.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2571.GEOID18 height accuracy estimate available here.
 AQ2571
 AQ2571.This Tidal Bench Mark is designated as VM 5257
 AQ2571.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2571
 AQ2571.Click photographs - Photos may exist for this station.
 AQ2571
 AQ2571.The dynamic height is computed by dividing the NAVD 88
 AQ2571.geopotential number by the normal gravity value computed on the
 AQ2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2571.degrees latitude (g = 980.6199 gals.).
 AQ2571
 AQ2571.The modeled gravity was interpolated from observed gravity values.
 AQ2571
 AQ2571;                    North         East    Units  Estimated Accuracy
 AQ2571;SPC FL E     -   570,390.      134,620.      MT  (+/- 180 meters Scaled)
 AQ2571
 AQ2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN346613(NAD 83)
 AQ2571
 AQ2571                          SUPERSEDED SURVEY CONTROL
 AQ2571
 AQ2571  NAVD 88 (06/15/91)    6.795  (m)           22.29   (f) SUPERSEDED  2 1
 AQ2571  NGVD 29 (09/01/92)    7.078  (m)           23.22   (f) ADJUSTED    2 1
 AQ2571
 AQ2571.Superseded values are not recommended for survey control.
 AQ2571
 AQ2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2571.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2571
 AQ2571_MARKER: DB = BENCH MARK DISK
 AQ2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2571_STAMPING: NO 1 1934
 AQ2571_MARK LOGO: CGS
 AQ2571_PROJECTION: PROJECTING 8 CENTIMETERS
 AQ2571_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2571+STABILITY: SURFACE MOTION
 AQ2571_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2571+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 AQ2571
 AQ2571  HISTORY     - Date     Condition        Report By
 AQ2571  HISTORY     - 1934     MONUMENTED       CGS
 AQ2571  HISTORY     - 1985     GOOD             FLDNR
 AQ2571  HISTORY     - 20021016 GOOD             FLDEP
 AQ2571
 AQ2571                          STATION DESCRIPTION
 AQ2571
 AQ2571'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2571'IN WELAKA.
 AQ2571'THE MARK IS AT THE INTERSECTION OF FRONT STREET AND PALMETTO STREET,
 AQ2571'18.6 FEET NORTH OF THE CENTERLINE OF PALMETTO STREET, 41.2 FEET EAST
 AQ2571'OF THE CENTERLINE OF FRONT STREET, AND 0.5 FOOT NORTHWEST OF POWER
 AQ2571'POLE 3-3724-1203-0-6.
 AQ2571
 AQ2571                          STATION RECOVERY (2002)
 AQ2571
 AQ2571'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AQ2571'THE MARK IS ABOUT 6.4 MI (10.3 KM) SOUTHEAST OF RODMAN, 5.3 MI (8.5
 AQ2571'KM) SOUTH-SOUTHWEST OF SATSUMA, 0.2 MI (0.3 KM) WEST-NORTHWEST OF
 AQ2571'WELAKA, IN SECTION 41, TOWNSHIP 12 SOUTH, RANGE 26 EAST.
 AQ2571'
 AQ2571'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 309 (THIRD
 AQ2571'STREET) AND COUNTY ROAD 308B (ELM STREET) IN WELAKA, GO WEST ON COUNTY
 AQ2571'ROAD 308B (ELM STREET) FOR 0.15 MI (0.2 KM) TO THE INTERSECTION OF
 AQ2571'FRONT STREET.  TURN RIGHT ON FRONT STREET AND GO NORTH FOR 0.05 MI
 AQ2571'(0.1 KM) TO THE INTERSECTION OF PALMETTO STREET AND THE MARK ON THE
 AQ2571'RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT, PROJECTING 0.3 FT (9 CM)
 AQ2571'ABOVE THE LEVEL OF THE GROUND.
 AQ2571'
 AQ2571'LOCATED 41.2 FT (12.6 M) EAST OF THE APPROXIMATE CENTERLINE OF FRONT
 AQ2571'STREET, 18.6 FT (5.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 AQ2571'PALMETTO STREET AND 0.5 FT (15 CM) NORTHWEST OF A POWER POLE NUMBER
 AQ2571'3-3724-1203-0-6.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1778 ***********************************************************************
 AQ1778  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1778  DESIGNATION -  872 0832 A TIDAL
 AQ1778  PID         -  AQ1778
 AQ1778  STATE/COUNTY-  FL/PUTNAM
 AQ1778  COUNTRY     -  US
 AQ1778  USGS QUAD   -  WELAKA (2018)
 AQ1778
 AQ1778                         *CURRENT SURVEY CONTROL
 AQ1778  ______________________________________________________________________
 AQ1778* NAD 83(1986) POSITION- 29 28 36.     (N) 081 40 32.     (W)   SCALED
 AQ1778* NAVD 88 ORTHO HEIGHT -     5.145 (meters)       16.88  (feet) ADJUSTED
 AQ1778  ______________________________________________________________________
 AQ1778  GEOID HEIGHT    -        -28.409 (meters)                     GEOID18
 AQ1778  DYNAMIC HEIGHT  -          5.138 (meters)       16.86  (feet) COMP
 AQ1778  MODELED GRAVITY -    979,269.8   (mgal)                       NAVD 88
 AQ1778
 AQ1778  VERT ORDER      -  SECOND    CLASS I
 AQ1778
 AQ1778.The horizontal coordinates were scaled from a map and have
 AQ1778.an estimated accuracy of +/- 6 seconds.
 AQ1778
 AQ1778.The orthometric height was determined by differential leveling and
 AQ1778.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1778.in June 1991.
 AQ1778
 AQ1778.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1778.GEOID18 height accuracy estimate available here.
 AQ1778
 AQ1778.This Tidal Bench Mark is designated as VM 5260
 AQ1778.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1778
 AQ1778.Click photographs - Photos may exist for this station.
 AQ1778
 AQ1778.The dynamic height is computed by dividing the NAVD 88
 AQ1778.geopotential number by the normal gravity value computed on the
 AQ1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1778.degrees latitude (g = 980.6199 gals.).
 AQ1778
 AQ1778.The modeled gravity was interpolated from observed gravity values.
 AQ1778
 AQ1778;                    North         East    Units  Estimated Accuracy
 AQ1778;SPC FL E     -   570,050.      134,480.      MT  (+/- 180 meters Scaled)
 AQ1778
 AQ1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN345609(NAD 83)
 AQ1778
 AQ1778                          SUPERSEDED SURVEY CONTROL
 AQ1778
 AQ1778  NGVD 29 (09/01/92)    5.428  (m)           17.81   (f) ADJUSTED    2 1
 AQ1778
 AQ1778.Superseded values are not recommended for survey control.
 AQ1778
 AQ1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1778.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1778
 AQ1778_MARKER: DJ = TIDAL STATION DISK
 AQ1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1778_STAMPING: 0832 A 1978
 AQ1778_MARK LOGO: NOS
 AQ1778_PROJECTION: FLUSH
 AQ1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1778+STABILITY: SURFACE MOTION
 AQ1778
 AQ1778  HISTORY     - Date     Condition        Report By
 AQ1778  HISTORY     - 1978     MONUMENTED       NOS
 AQ1778  HISTORY     - 1979     GOOD             FLDNR
 AQ1778  HISTORY     - 1985     GOOD             FLDNR
 AQ1778
 AQ1778                          STATION DESCRIPTION
 AQ1778
 AQ1778'DESCRIBED BY FL DEPT OF NAT RES 1979
 AQ1778'WELEKA.
 AQ1778'BEGIN AT THE INTERSECTION OF STATE ROAD 309 AND STATE ROAD 308B IN
 AQ1778'WELAKA, PROCEED WEST ON STATE ROAD 308B (OAK ST.) FOR 0.15 MILE TO
 AQ1778'ITS INTERSECTION WITH FRONT STREET, THENCE 0.3 MILES SOUTH ON FRONT
 AQ1778'STREET TO THE DIRT DRIVE LEADING WEST TO THE FRONT OF MR GREENES
 AQ1778'RESIDENCE. THE MARK IS BEHIND THE HOUSE ABOUT 10 FEET EAST OF HIGH
 AQ1778'GROUND BANK, AND BEARS 47.9 FEET SOUTHEAST OF THE BEGINNING OF THE
 AQ1778'LADDER WHICH LEADS DOWN TO THE DOCK, 54.8 FEET WEST OF THE SOUTHWEST
 AQ1778'CORNER OF THE GREENES RESIDENCE, AND 76.3 FEET NORTHWEST OF THE OFFICE
 AQ1778'AT THE TRAIL BOSS CAMP GROUNDS.
 AQ1778
 AQ1778                          STATION RECOVERY (1985)
 AQ1778
 AQ1778'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1778'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AQ1778'INTERSECTION OF OAK AND FRONT STREETS, GO 0.3 MILE SOUTH ON FRONT
 AQ1778'STREET TO THE GREENES RESIDENCE AND THE MARK.  THE MARK BEARS 54.8
 AQ1778'FEET WEST OF THE SOUTHWEST CORNER OF THE GRENES HOUSE, 76.3 FEET
 AQ1778'NORTHWEST OF THE OFFICE AT THE TRAIL BOSS CAMP GROUNDS, 47.9 FEET
 AQ1778'SOUTHEAST OF A LADDER LEADING TO THE BOAT DOCK, AND 0.5 FOOT WEST OF
 AQ1778'A PROPERTY LINE MARKER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1777 ***********************************************************************
 AQ1777  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1777  DESIGNATION -  872 0832 B TIDAL
 AQ1777  PID         -  AQ1777
 AQ1777  STATE/COUNTY-  FL/PUTNAM
 AQ1777  COUNTRY     -  US
 AQ1777  USGS QUAD   -  WELAKA (2018)
 AQ1777
 AQ1777                         *CURRENT SURVEY CONTROL
 AQ1777  ______________________________________________________________________
 AQ1777* NAD 83(1986) POSITION- 29 28 37.     (N) 081 40 29.     (W)   SCALED
 AQ1777* NAVD 88 ORTHO HEIGHT -     5.188 (meters)       17.02  (feet) ADJUSTED
 AQ1777  ______________________________________________________________________
 AQ1777  GEOID HEIGHT    -        -28.410 (meters)                     GEOID18
 AQ1777  DYNAMIC HEIGHT  -          5.181 (meters)       17.00  (feet) COMP
 AQ1777  MODELED GRAVITY -    979,269.8   (mgal)                       NAVD 88
 AQ1777
 AQ1777  VERT ORDER      -  SECOND    CLASS I
 AQ1777
 AQ1777.The horizontal coordinates were scaled from a map and have
 AQ1777.an estimated accuracy of +/- 6 seconds.
 AQ1777
 AQ1777.The orthometric height was determined by differential leveling and
 AQ1777.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1777.in June 1991.
 AQ1777
 AQ1777.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1777.GEOID18 height accuracy estimate available here.
 AQ1777
 AQ1777.This Tidal Bench Mark is designated as VM 5261
 AQ1777.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1777
 AQ1777.Click photographs - Photos may exist for this station.
 AQ1777
 AQ1777.The dynamic height is computed by dividing the NAVD 88
 AQ1777.geopotential number by the normal gravity value computed on the
 AQ1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1777.degrees latitude (g = 980.6199 gals.).
 AQ1777
 AQ1777.The modeled gravity was interpolated from observed gravity values.
 AQ1777
 AQ1777;                    North         East    Units  Estimated Accuracy
 AQ1777;SPC FL E     -   570,080.      134,560.      MT  (+/- 180 meters Scaled)
 AQ1777
 AQ1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN345610(NAD 83)
 AQ1777
 AQ1777                          SUPERSEDED SURVEY CONTROL
 AQ1777
 AQ1777  NGVD 29 (09/01/92)    5.471  (m)           17.95   (f) ADJUSTED    2 1
 AQ1777
 AQ1777.Superseded values are not recommended for survey control.
 AQ1777
 AQ1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1777.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1777
 AQ1777_MARKER: DJ = TIDAL STATION DISK
 AQ1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1777_STAMPING: 0832 B 1978
 AQ1777_MARK LOGO: NOS
 AQ1777_PROJECTION: FLUSH
 AQ1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1777+STABILITY: SURFACE MOTION
 AQ1777
 AQ1777  HISTORY     - Date     Condition        Report By
 AQ1777  HISTORY     - 1978     MONUMENTED       NOS
 AQ1777  HISTORY     - 1979     GOOD             FLDNR
 AQ1777  HISTORY     - 1985     GOOD             FLDNR
 AQ1777
 AQ1777                          STATION DESCRIPTION
 AQ1777
 AQ1777'DESCRIBED BY FL DEPT OF NAT RES 1979
 AQ1777'WELAKA.
 AQ1777'BEGIN AT THE INTERSECTION OF STATE ROAD 309 AND STATE ROAD 308B IN
 AQ1777'WELAKA, PROCEED WEST ON STATE ROAD 308B (OAK ST.) FOR 0.15 MILES TO
 AQ1777'ITS INTERSECTION WITH FRONT STREET. THENCE 0.3 MILES SOUTH ON FRONT
 AQ1777'STREET TO THE DIRT DRIVE LEADING WEST TO THE FRONT OF MR. GREENES
 AQ1777'RESIDENCE. THE MARK BEARS 18.2 FEET SOUTH OF THE CENTERLINE OF THE
 AQ1777'DIRT DRIVE LEADING WEST INTO WOLFES FISH CAMP, 26.4 FEET WEST OF THE
 AQ1777'CENTERLINE OF FRONT STREET, 72.6 FEET SOUTHWEST OF THE CULVERT ON THE
 AQ1777'EAST SIDE OF FRONT STREET, AND 0.15 MILE SOUTH OF INTERSECTION OF OAK
 AQ1777'STREET AND FRONT STREET.
 AQ1777'THE MARK IS 2 FT  SW FROM A WITNESS POST.
 AQ1777
 AQ1777                          STATION RECOVERY (1985)
 AQ1777
 AQ1777'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1777'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AQ1777'INTERSECTION OF OAK AND FRONT STREETS, GO 0.15 MILE SOUTH ON FRONT
 AQ1777'STREET TO THE MARK.  THE MARK BEARS 26.4 FEET WEST OF THE CENTERLINE
 AQ1777'OF FRONT STREET 18.2 FEET SOUTH OF THE CENTERLINE OF THE DIRT DRIVE
 AQ1777'TO WOLFES FISH CAMP, 72.6 FEET SOUTHWEST OF, AND ACROSS FRONT STREET
 AQ1777'FROM A CULVERT AND 1 FOOT SOUTHWEST OF POWER POLE 3-3723-1676-01,
 AQ1777'WITH A WITNESS SIGN ATTACHED.
 AQ1777'THE MARK IS 2 FT ABOVE FRONT STREET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3439 ***********************************************************************
 DM3439  DESIGNATION -  872 0832 C
 DM3439  PID         -  DM3439
 DM3439  STATE/COUNTY-  FL/PUTNAM
 DM3439  COUNTRY     -  US
 DM3439  USGS QUAD   -  WELAKA (2018)
 DM3439
 DM3439                         *CURRENT SURVEY CONTROL
 DM3439  ______________________________________________________________________
 DM3439* NAD 83(1986) POSITION- 29 28 45.     (N) 081 40 30.     (W)   SCALED
 DM3439* NAVD 88 ORTHO HEIGHT -     4.206 (meters)       13.80  (feet) ADJUSTED
 DM3439  ______________________________________________________________________
 DM3439  GEOID HEIGHT    -        -28.411 (meters)                     GEOID18
 DM3439  DYNAMIC HEIGHT  -          4.200 (meters)       13.78  (feet) COMP
 DM3439  MODELED GRAVITY -    979,269.9   (mgal)                       NAVD 88
 DM3439
 DM3439  VERT ORDER      -  SECOND    CLASS I
 DM3439
 DM3439.The horizontal coordinates were scaled from a map and have
 DM3439.an estimated accuracy of +/- 6 seconds.
 DM3439
 DM3439.The orthometric height was determined by differential leveling and
 DM3439.adjusted by the NATIONAL GEODETIC SURVEY
 DM3439.in September 2010.
 DM3439
 DM3439.No vertical observational check was made to the station.
 DM3439
 DM3439.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3439.GEOID18 height accuracy estimate available here.
 DM3439
 DM3439.Click photographs - Photos may exist for this station.
 DM3439
 DM3439.The dynamic height is computed by dividing the NAVD 88
 DM3439.geopotential number by the normal gravity value computed on the
 DM3439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3439.degrees latitude (g = 980.6199 gals.).
 DM3439
 DM3439.The modeled gravity was interpolated from observed gravity values.
 DM3439
 DM3439;                    North         East    Units  Estimated Accuracy
 DM3439;SPC FL E     -   570,330.      134,540.      MT  (+/- 180 meters Scaled)
 DM3439
 DM3439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN345612(NAD 83)
 DM3439
 DM3439                          SUPERSEDED SURVEY CONTROL
 DM3439
 DM3439.No superseded survey control is available for this station.
 DM3439
 DM3439_MARKER: F = FLANGE-ENCASED ROD
 DM3439_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM3439_STAMPING: 0832 C 1995
 DM3439_MARK LOGO: NOS
 DM3439_PROJECTION: FLUSH
 DM3439_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3439_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3439+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2002
 DM3439_ROD/PIPE-DEPTH: 17.7 meters
 DM3439
 DM3439  HISTORY     - Date     Condition        Report By
 DM3439  HISTORY     - 1995     MONUMENTED       FLDEP
 DM3439  HISTORY     - 20021016 GOOD             FLDEP
 DM3439
 DM3439                          STATION DESCRIPTION
 DM3439
 DM3439'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DM3439'THE MARK IS ABOUT 6.4 MI (10.3 KM) SOUTHEAST OF RODMAN, 5.3 MI (8.5
 DM3439'KM) SOUTH-SOUTHWEST OF SATSUMA, 0.2 MI (0.3 KM) WEST OF WELAKA, IN
 DM3439'SECTION 41, TOWNSHIP 12 SOUTH, RANGE 26 EAST.
 DM3439'
 DM3439'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 309 (THIRD
 DM3439'STREET) AND COUNTY ROAD 308B (ELM STREET) IN WELAKA, GO WEST ON COUNTY
 DM3439'ROAD 308B (ELM STREET) FOR 0.15 MI (0.2 KM) TO THE INTERSECTION OF
 DM3439'FRONT STREET.  TURN RIGHT ON FRONT STREET AND GO NORTH FOR 0.05 MI
 DM3439'(0.1 KM) TO THE INTERSECTION OF PALMETTO STREET.  TURN LEFT ON
 DM3439'PALMETTO STREET AND GO WEST FOR APPROXIMATELY 180.0 FT (54.9 M) TO THE
 DM3439'MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DM3439'OF 58.0 FT (17.7 M) WITH A NOS LOGO CAP FLUSH WITH THE GROUND AND
 DM3439'ABOUT 6.0 FT (1.8 M) ABOVE THE LEVEL OF PALMETTO STREET, THE DATUM
 DM3439'POINT IS RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF THE NOS LOGO CAP.
 DM3439'
 DM3439'LOCATED 180.0 FT (54.9 M) WEST OF THE INTERSECTION OF FRONT STREET AND
 DM3439'PALMETTO STREET, APPROXIMATELY 88.0 FT (26.8 M) NORTHEAST OF THE
 DM3439'CENTER OF THE DEAD END OF PALMETTO STREET, 59.7 FT (18.2 M) SOUTH OF
 DM3439'THE SOUTHWEST CORNER OF A BUILDING (PALMS RESTAURANT), 39.7 FT (12.1
 DM3439'M) NORTH OF THE CENTER OF PALMETTO STREET AND 2.7 FT (0.8 M) SOUTH OF
 DM3439'A POWER POLE AND CARSONITE WITNESS POST.
 DM3439'
 DM3439'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 DM3439'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9228 ***********************************************************************
 DI9228  HT_MOD      -  This is a Height Modernization Survey Station.
 DI9228  TIDAL BM    -  This is a Tidal Bench Mark.
 DI9228  DESIGNATION -  872 0832 D
 DI9228  PID         -  DI9228
 DI9228  STATE/COUNTY-  FL/PUTNAM
 DI9228  COUNTRY     -  US
 DI9228  USGS QUAD   -  WELAKA (2018)
 DI9228
 DI9228                         *CURRENT SURVEY CONTROL
 DI9228  ______________________________________________________________________
 DI9228* NAD 83(2011) POSITION- 29 28 35.73993(N) 081 40 25.36510(W)   ADJUSTED
 DI9228* NAD 83(2011) ELLIP HT-   -21.758 (meters)        (06/27/12)   ADJUSTED
 DI9228* NAD 83(2011) EPOCH   -  2010.00
 DI9228* NAVD 88 ORTHO HEIGHT -     6.68  (meters)       21.9   (feet) GPS OBS
 DI9228  ______________________________________________________________________
 DI9228  NAVD 88 orthometric height was determined with geoid model    GEOID03
 DI9228  GEOID HEIGHT    -        -28.419 (meters)                     GEOID03
 DI9228  GEOID HEIGHT    -        -28.410 (meters)                     GEOID18
 DI9228  NAD 83(2011) X  -    804,712.656 (meters)                     COMP
 DI9228  NAD 83(2011) Y  - -5,498,443.048 (meters)                     COMP
 DI9228  NAD 83(2011) Z  -  3,119,985.746 (meters)                     COMP
 DI9228  LAPLACE CORR    -         -0.79  (seconds)                    DEFLEC18
 DI9228
 DI9228  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DI9228  Standards:
 DI9228         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DI9228            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DI9228  -------------------------------------------------------------------
 DI9228  NETWORK    1.31   1.51           0.45   0.60   0.77      0.02359020
 DI9228  -------------------------------------------------------------------
 DI9228  Click here for local accuracies and other accuracy information.
 DI9228
 DI9228.The horizontal coordinates were established by GPS observations
 DI9228.and adjusted by the National Geodetic Survey in June 2012.
 DI9228
 DI9228.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DI9228.been affixed to the stable North American tectonic plate. See 
 DI9228.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DI9228
 DI9228.The horizontal coordinates are valid at the epoch date displayed above
 DI9228.which is a decimal equivalence of Year/Month/Day.
 DI9228
 DI9228.The orthometric height was determined by GPS observations and a
 DI9228.high-resolution geoid model using precise GPS observation and
 DI9228.processing techniques.
 DI9228
 DI9228.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9228.GEOID18 height accuracy estimate available here.
 DI9228
 DI9228.This Tidal Bench Mark is designated as VM 16184
 DI9228.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI9228
 DI9228.Click photographs - Photos may exist for this station.
 DI9228
 DI9228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DI9228
 DI9228.The Laplace correction was computed from DEFLEC18 derived deflections.
 DI9228
 DI9228.The ellipsoidal height was determined by GPS observations
 DI9228.and is referenced to NAD 83.
 DI9228
 DI9228. The following values were computed from the NAD 83(2011) position.
 DI9228
 DI9228;                    North         East     Units Scale Factor Converg.
 DI9228;SPC FL E     -   570,041.555   134,660.644   MT  0.99999384   -0 19 53.5
 DI9228;SPC FL E     - 1,870,211.34    441,799.13   sFT  0.99999384   -0 19 53.5
 DI9228;UTM  17      - 3,260,979.041   434,682.937   MT  0.99965264   -0 19 53.5
 DI9228
 DI9228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI9228!SPC FL E     -   1.00000342  x   0.99999384  =   0.99999726
 DI9228!UTM  17      -   1.00000342  x   0.99965264  =   0.99965606
 DI9228
 DI9228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3468260979(NAD 83)
 DI9228
 DI9228                          SUPERSEDED SURVEY CONTROL
 DI9228
 DI9228  NAD 83(2007)-  29 28 35.74033(N)    081 40 25.36578(W) AD(2002.00) B
 DI9228  ELLIP H (06/10/09)  -21.773  (m)                       GP(2002.00) 3 2
 DI9228  NAD 83(1999)-  29 28 35.74000(N)    081 40 25.36588(W) AD(       ) B
 DI9228  ELLIP H (06/27/07)  -21.742  (m)                       GP(       ) 3 2
 DI9228  NAVD 88 (09/30/10)    6.648  (m)           21.81   (f) ADJUSTED    2 1
 DI9228
 DI9228.Superseded values are not recommended for survey control.
 DI9228
 DI9228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI9228.See file dsdata.pdf to determine how the superseded data were derived.
 DI9228
 DI9228_MARKER: F = FLANGE-ENCASED ROD
 DI9228_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI9228_STAMPING: 0832 D 1995
 DI9228_MARK LOGO: NOS
 DI9228_PROJECTION: FLUSH
 DI9228_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI9228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI9228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9228+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DI9228_ROD/PIPE-DEPTH: 24.6 meters
 DI9228
 DI9228  HISTORY     - Date     Condition        Report By
 DI9228  HISTORY     - 1995     MONUMENTED       FLDEP
 DI9228  HISTORY     - 20021016 GOOD             FLDEP
 DI9228  HISTORY     - 2006     GOOD             FLDEP
 DI9228
 DI9228                          STATION DESCRIPTION
 DI9228
 DI9228'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DI9228'RECOVERED AS DESCRIBED.
 DI9228
 DI9228                          STATION RECOVERY (2006)
 DI9228
 DI9228'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (RH)
 DI9228'THE MARK IS IN WELAKA, AT THE INTERSECTION OF FRONT STREET AND MCCLURE
 DI9228'STREET, IN  SECTION 41, TOWNSHIP 12 SOUTH, RANGE 26 EAST.
 DI9228'
 DI9228'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 309 (THIRD
 DI9228'STREET) AND COUNTY  ROAD 308 (ELM STREET) IN WELAKA, GO WEST ON COUNTY
 DI9228'ROAD 308B (ELM STREET) FOR 0.15 TO THE  INTERSECTION OF FRONT STREET,
 DI9228'TURN LEFT ON FRONT STREET AND GO SOUTH FOR 0.15 MI TO THE  JUNCTION OF
 DI9228'MCCLURE STREET ON THE LEFT AND THE MARK ON THE LEFT, A STAINLESS STEEL
 DI9228'ROD  DRIVEN TO REFUSAL AT A DEPTH OF 80.6 FT WITH A NOS LOGO CAP FLUSH
 DI9228'WITH THE GROUND AND  LEVEL WITH FRONT STREET, THE DATUM POINT IS
 DI9228'RECESSED 0.8 FT BELOW THE LEVEL OF THE NOS  LOGO CAP.
 DI9228'
 DI9228'LOCATED 45.7 FT NORTH OF THE APPROXIMATE CENTERLINE OF MCCLURE STREET,
 DI9228'27.2 FT EAST OF  THE APPROXIMATE CENTERLINE OF FRONT STREET, 15.2 FT
 DI9228'NORTH OF A 60-INCH DIAMETER OAK  TREE, 2.4 FT WEST OF A CARSONITE
 DI9228'WITNESS POST AND 2.3 FT EAST OF FIRE HYDRANT NUMBER 150.
 DI9228'
 DI9228'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1748 ***********************************************************************
 AQ1748  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1748  DESIGNATION -  872 0833 A TIDAL
 AQ1748  PID         -  AQ1748
 AQ1748  STATE/COUNTY-  FL/FLAGLER
 AQ1748  COUNTRY     -  US
 AQ1748  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 AQ1748
 AQ1748                         *CURRENT SURVEY CONTROL
 AQ1748  ______________________________________________________________________
 AQ1748* NAD 83(1986) POSITION- 29 28 46.77   (N) 081 08 07.10   (W)   HD_HELD1
 AQ1748* NAVD 88 ORTHO HEIGHT -     1.346 (meters)        4.42  (feet) ADJUSTED
 AQ1748  ______________________________________________________________________
 AQ1748  GEOID HEIGHT    -        -28.662 (meters)                     GEOID18
 AQ1748  DYNAMIC HEIGHT  -          1.344 (meters)        4.41  (feet) COMP
 AQ1748  MODELED GRAVITY -    979,288.7   (mgal)                       NAVD 88
 AQ1748
 AQ1748  VERT ORDER      -  SECOND    CLASS I
 AQ1748
 AQ1748.The horizontal coordinates were determined by differentially corrected
 AQ1748.hand held GPS observations or other comparable positioning techniques
 AQ1748.and have an estimated accuracy of +/- 3 meters.
 AQ1748
 AQ1748.The orthometric height was determined by differential leveling and
 AQ1748.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1748.in July 2011.
 AQ1748
 AQ1748.No vertical observational check was made to the station.
 AQ1748
 AQ1748.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1748.GEOID18 height accuracy estimate available here.
 AQ1748
 AQ1748.This Tidal Bench Mark is designated as VM 10754
 AQ1748.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1748
 AQ1748.Click photographs - Photos may exist for this station.
 AQ1748
 AQ1748.The dynamic height is computed by dividing the NAVD 88
 AQ1748.geopotential number by the normal gravity value computed on the
 AQ1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1748.degrees latitude (g = 980.6199 gals.).
 AQ1748
 AQ1748.The modeled gravity was interpolated from observed gravity values.
 AQ1748
 AQ1748;                    North         East    Units  Estimated Accuracy
 AQ1748;SPC FL E     -   570,199.7     186,878.1     MT  (+/- 3 meters HH1 GPS) 
 AQ1748
 AQ1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8688261137(NAD 83)
 AQ1748
 AQ1748                          SUPERSEDED SURVEY CONTROL
 AQ1748
 AQ1748  NAVD 88 (06/15/91)    1.333  (m)            4.37   (f) SUPERSEDED  1 2
 AQ1748  NGVD 29 (09/01/92)    1.652  (m)            5.42   (f) ADJUSTED    1 2
 AQ1748
 AQ1748.Superseded values are not recommended for survey control.
 AQ1748
 AQ1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1748.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1748
 AQ1748_MARKER: DB = BENCH MARK DISK
 AQ1748_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AQ1748_STAMPING: 0833 A 1978
 AQ1748_MARK LOGO: NOS
 AQ1748_PROJECTION: PROJECTING 8 CENTIMETERS
 AQ1748_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1748+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2021
 AQ1748_ROD/PIPE-DEPTH: 10.4 meters
 AQ1748
 AQ1748  HISTORY     - Date     Condition        Report By
 AQ1748  HISTORY     - 1978     MONUMENTED       NOS
 AQ1748  HISTORY     - 1978     GOOD             FLDNR
 AQ1748  HISTORY     - 1987     GOOD             FLDNR
 AQ1748  HISTORY     - 1990     GOOD             USPSQD
 AQ1748  HISTORY     - 19910323 GOOD             NGS
 AQ1748  HISTORY     - 20000809 GOOD             FLDEP
 AQ1748  HISTORY     - 20041216 GOOD             FLDEP
 AQ1748  HISTORY     - 20210226 GOOD             GEOCAC
 AQ1748
 AQ1748                          STATION DESCRIPTION
 AQ1748
 AQ1748'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1748'FLAGLER BEACH.
 AQ1748'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100.
 AQ1748'PROCEED WEST ON STATE ROAD 100 FOR 0.5 MILES TO LEHIGH AVENUE, THENCE
 AQ1748'NORTHWEST ON LEHIGH AVENUE FOR 0.05 MILES TO THE MARK, WHICH IS
 AQ1748'LOCATED 20 FEET WEST OF CENTERLINE OF LEHIGH AVENUE, 3.05 FEET SOUTH
 AQ1748'OF POWER POLE WITH WITNESS SIGN NAILED TO IT, 4 FEET NORTH NORTHEAST
 AQ1748'OF A STREET SIGN, AND 45 FEET NORTH OF CENTERLINE OF A DIRT DRIVE.
 AQ1748
 AQ1748                          STATION RECOVERY (1987)
 AQ1748
 AQ1748'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1748'RECOVERED AS DESCRIBED.  THE MARK IS 3.0 FT FROM A WITNESS SIGN
 AQ1748'NAILED/POLE.
 AQ1748
 AQ1748                          STATION RECOVERY (1990)
 AQ1748
 AQ1748'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1748'RECOVERED IN GOOD CONDITION.
 AQ1748
 AQ1748                          STATION RECOVERY (1991)
 AQ1748
 AQ1748'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1748'0.7 KM (0.4 MI) WESTERLY ALONG STATE HIGHWAY 100 FROM THE JUNCTION OF
 AQ1748'STATE HIGHWAY A1A (OCEAN SHORE BOULEVARD) IN FLAGLER BEACH, THENCE
 AQ1748'0.1 KM (0.1 MI) NORTHERLY ALONG LEHIGH AVENUE, 17.8 M (58.4 FT)
 AQ1748'NORTHWEST OF A FIRE HYDRANT, 10.3 M (33.8 FT) SOUTHEAST OF THE
 AQ1748'SOUTHEAST CORNER OF A CHAIN-LINK FENCE, 6.1 M (20.0 FT) WEST OF AND
 AQ1748'LEVEL WITH THE AVENUE CENTER, 0.9 M (3.0 FT) SOUTH OF A UTILITY POLE
 AQ1748'WITH A GUY CABLE, AND 0.3 M (1.0 FT) EAST OF A WITNESS POST.
 AQ1748'NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE THAT IS RECESSED 0.05
 AQ1748'M (0.16 FT) BELOW THE GROUND SURFACE.
 AQ1748
 AQ1748                          STATION RECOVERY (2000)
 AQ1748
 AQ1748'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (PBM)
 AQ1748'RECOVERED AS DESCRIBED.
 AQ1748
 AQ1748                          STATION RECOVERY (2004)
 AQ1748
 AQ1748'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JRH)
 AQ1748'THE MARK IS IN FLAGLER BEACH, IN SECTION 12, TOWNSHIP 12 SOUTH, RANGE
 AQ1748'31 EAST.
 AQ1748'
 AQ1748'TO REACH THE MARK FROM THE T-JUNCTION OF STATE HIGHWAY 100 (MOODY
 AQ1748'BOULEVARD) AND STATE HIGHWAY A1A (OCEAN SHORE BOULEVARD) IN FLAGLER
 AQ1748'BEACH, GO WEST ON STATE HIGHWAY 100 (MOODY BOULEVARD) FOR 0.2 MI (0.3
 AQ1748'KM) TO THE INTERSECTION OF FLAGLER AVENUE.  TURN RIGHT ON FLAGLER
 AQ1748'AVENUE AND GO NORTH FOR ONE BLOCK TO THE JUNCTION OF MOODY LANE ON THE
 AQ1748'LEFT.  TURN LEFT ON MOODY LANE AND GO WEST FOR 0.25 MI (0.4 KM) TO THE
 AQ1748'JUNCTION OF LEHIGH AVENUE ON THE RIGHT.  TURN RIGHT ON LEHIGH AVENUE
 AQ1748'AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF NORTH THIRD STREET
 AQ1748'ON THE LEFT AND THE MARK ON THE LEFT, A NOS BENCH MARK DISK ENCASED IN
 AQ1748'A 4-INCH (10 CM) PVC PIPE FLUSH WITH THE LEVEL OF THE GROUND.
 AQ1748'
 AQ1748'LOCATED 58.4 FT (17.8 M) NORTHWEST OF A FIRE HYDRANT ON THE EAST SIDE
 AQ1748'OF LEHIGH AVENUE, 25.0 FT (7.6 M) NORTH OF THE APPROXIMATE CENTERLINE
 AQ1748'OF NORTH THIRD STREET, 20.0 FT (6.1 M) WEST OF THE APPROXIMATE
 AQ1748'CENTERLINE OF LEHIGH AVENUE, 3.0 FT (0.9 M) SOUTH OF A UTILITY POLE
 AQ1748'WITH A GUY WIRE AND TRANSFORMER ATTACHED AND 1.0 FT (0.3 M) EAST OF A
 AQ1748'CARSONITE WITNESS POST.
 AQ1748
 AQ1748                          STATION RECOVERY (2021)
 AQ1748
 AQ1748'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1748'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1747 ***********************************************************************
 AQ1747  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1747  DESIGNATION -  872 0833 B TIDAL
 AQ1747  PID         -  AQ1747
 AQ1747  STATE/COUNTY-  FL/FLAGLER
 AQ1747  COUNTRY     -  US
 AQ1747  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 AQ1747
 AQ1747                         *CURRENT SURVEY CONTROL
 AQ1747  ______________________________________________________________________
 AQ1747* NAD 83(1986) POSITION- 29 28 43.     (N) 081 08 06.     (W)   SCALED
 AQ1747* NAVD 88 ORTHO HEIGHT -     1.560 (meters)        5.12  (feet) ADJUSTED
 AQ1747  ______________________________________________________________________
 AQ1747  GEOID HEIGHT    -        -28.660 (meters)                     GEOID18
 AQ1747  DYNAMIC HEIGHT  -          1.558 (meters)        5.11  (feet) COMP
 AQ1747  MODELED GRAVITY -    979,288.7   (mgal)                       NAVD 88
 AQ1747
 AQ1747  VERT ORDER      -  FIRST     CLASS II
 AQ1747
 AQ1747.The horizontal coordinates were scaled from a map and have
 AQ1747.an estimated accuracy of +/- 6 seconds.
 AQ1747
 AQ1747.The orthometric height was determined by differential leveling and
 AQ1747.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1747.in June 1991.
 AQ1747
 AQ1747.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1747.GEOID18 height accuracy estimate available here.
 AQ1747
 AQ1747.This Tidal Bench Mark is designated as VM 10755
 AQ1747.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1747
 AQ1747.Click photographs - Photos may exist for this station.
 AQ1747
 AQ1747.The dynamic height is computed by dividing the NAVD 88
 AQ1747.geopotential number by the normal gravity value computed on the
 AQ1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1747.degrees latitude (g = 980.6199 gals.).
 AQ1747
 AQ1747.The modeled gravity was interpolated from observed gravity values.
 AQ1747
 AQ1747;                    North         East    Units  Estimated Accuracy
 AQ1747;SPC FL E     -   570,080.      186,910.      MT  (+/- 180 meters Scaled)
 AQ1747
 AQ1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN869610(NAD 83)
 AQ1747
 AQ1747                          SUPERSEDED SURVEY CONTROL
 AQ1747
 AQ1747  NGVD 29 (09/01/92)    1.880  (m)            6.17   (f) ADJUSTED    1 2
 AQ1747
 AQ1747.Superseded values are not recommended for survey control.
 AQ1747
 AQ1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1747.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1747
 AQ1747_MARKER: DJ = TIDAL STATION DISK
 AQ1747_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AQ1747_STAMPING: 0833 B 1978
 AQ1747_MARK LOGO: NOS
 AQ1747_PROJECTION: FLUSH
 AQ1747_MAGNETIC: I = MARKER IS A STEEL ROD
 AQ1747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1747+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1991
 AQ1747_ROD/PIPE-DEPTH: 9.7 meters
 AQ1747
 AQ1747  HISTORY     - Date     Condition        Report By
 AQ1747  HISTORY     - 1978     MONUMENTED       NOS
 AQ1747  HISTORY     - 1978     GOOD             FLDNR
 AQ1747  HISTORY     - 1987     GOOD             FLDNR
 AQ1747  HISTORY     - 19910323 GOOD             NGS
 AQ1747  HISTORY     - 20210226 MARK NOT FOUND   GEOCAC
 AQ1747
 AQ1747                          STATION DESCRIPTION
 AQ1747
 AQ1747'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1747'FLAGLER BEACH.
 AQ1747'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND STATE ROAD 100.
 AQ1747'PROCEED 0.5 MILES WEST ON STATE ROAD 100 TO LEHIGH AVENUE. PROCEED
 AQ1747'0.02 MILES TO SERVICE ROAD THAT RUNS EAST AND WEST ALONG SIDE OF STATE
 AQ1747'ROAD 100. THE MARK BEARS 21 FEET WEST OF THE CENTERLINE OF LEHIGH
 AQ1747'AVENUE, 21 FEET NORTH OF CENTER LINE OF SERVICE ROAD AND 2.6 FEET
 AQ1747'NORTH OF POWER POLE WITH WITNESS SIGN NAILED TO IT.
 AQ1747
 AQ1747                          STATION RECOVERY (1987)
 AQ1747
 AQ1747'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1747'RECOVERED AS DESCRIBED.  THE MARK IS 1.2 E FROM A WHITNESS POST.
 AQ1747
 AQ1747                          STATION RECOVERY (1991)
 AQ1747
 AQ1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1747'0.7 KM (0.4 MI) WESTERLY ALONG STATE HIGHWAY 100 (MOODY BOULEVARD)
 AQ1747'FROM THE JUNCTION OF STATE HIGHWAY A1A (OCEAN SHORE BOULEVARD) IN
 AQ1747'FLAGLER BEACH, 24.7 M (81.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.6
 AQ1747'M (21.7 FT) SOUTH OF THE SOUTHEAST CORNER OF A CHAIN-LINK FENCE, 6.2
 AQ1747'M (20.3 FT) WEST OF AND LEVEL WITH THE CENTERLINE OF LEHIGH AVENUE,
 AQ1747'0.6 M (2.0 FT) NORTH OF UTILITY LIGHT POLE NUMBER 37123439007, AND
 AQ1747'0.4 M (1.3 FT) EAST OF A WITNESS POST.  NOTE--THE DISK IS ENCASED IN
 AQ1747'A 4-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 AQ1747
 AQ1747                          STATION RECOVERY (2021)
 AQ1747
 AQ1747'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1747'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1746 ***********************************************************************
 AQ1746  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1746  DESIGNATION -  872 0833 C TIDAL
 AQ1746  PID         -  AQ1746
 AQ1746  STATE/COUNTY-  FL/FLAGLER
 AQ1746  COUNTRY     -  US
 AQ1746  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 AQ1746
 AQ1746                         *CURRENT SURVEY CONTROL
 AQ1746  ______________________________________________________________________
 AQ1746* NAD 83(1986) POSITION- 29 28 42.     (N) 081 08 08.     (W)   SCALED
 AQ1746* NAVD 88 ORTHO HEIGHT -     2.699 (meters)        8.86  (feet) ADJUSTED
 AQ1746  ______________________________________________________________________
 AQ1746  GEOID HEIGHT    -        -28.660 (meters)                     GEOID18
 AQ1746  DYNAMIC HEIGHT  -          2.695 (meters)        8.84  (feet) COMP
 AQ1746  MODELED GRAVITY -    979,288.7   (mgal)                       NAVD 88
 AQ1746
 AQ1746  VERT ORDER      -  SECOND    CLASS I
 AQ1746
 AQ1746.The horizontal coordinates were scaled from a map and have
 AQ1746.an estimated accuracy of +/- 6 seconds.
 AQ1746
 AQ1746.The orthometric height was determined by differential leveling and
 AQ1746.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1746.in April 2002.
 AQ1746
 AQ1746.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1746.GEOID18 height accuracy estimate available here.
 AQ1746
 AQ1746.This Tidal Bench Mark is designated as VM 10756
 AQ1746.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1746
 AQ1746.Click photographs - Photos may exist for this station.
 AQ1746
 AQ1746.The dynamic height is computed by dividing the NAVD 88
 AQ1746.geopotential number by the normal gravity value computed on the
 AQ1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1746.degrees latitude (g = 980.6199 gals.).
 AQ1746
 AQ1746.The modeled gravity was interpolated from observed gravity values.
 AQ1746
 AQ1746;                    North         East    Units  Estimated Accuracy
 AQ1746;SPC FL E     -   570,050.      186,850.      MT  (+/- 180 meters Scaled)
 AQ1746
 AQ1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN868609(NAD 83)
 AQ1746
 AQ1746                          SUPERSEDED SURVEY CONTROL
 AQ1746
 AQ1746  NAVD 88 (06/15/91)    2.707  (m)            8.88   (f) SUPERSEDED  2 1
 AQ1746  NGVD 29 (09/01/92)    3.027  (m)            9.93   (f) ADJUSTED    2 1
 AQ1746
 AQ1746.Superseded values are not recommended for survey control.
 AQ1746
 AQ1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1746.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1746
 AQ1746_MARKER: DJ = TIDAL STATION DISK
 AQ1746_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AQ1746_STAMPING: 0833 C 1978
 AQ1746_MARK LOGO: NOS
 AQ1746_MAGNETIC: I = MARKER IS A STEEL ROD
 AQ1746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1746
 AQ1746  HISTORY     - Date     Condition        Report By
 AQ1746  HISTORY     - 1978     MONUMENTED       NOS
 AQ1746  HISTORY     - 1978     GOOD             FLDNR
 AQ1746  HISTORY     - 1987     GOOD             FLDNR
 AQ1746  HISTORY     - 1990     GOOD             USPSQD
 AQ1746  HISTORY     - 20210226 MARK NOT FOUND   GEOCAC
 AQ1746
 AQ1746                          STATION DESCRIPTION
 AQ1746
 AQ1746'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1746'FLAGLER BEACH.
 AQ1746'BEGIN AT THE INTERSECTION OF US HIGHWAY A1A AND STATE ROAD 100,
 AQ1746'PROCEED WEST 5.5 MILES ALONG STATE ROAD 100 TO THE MARK ON THE RIGHT,
 AQ1746'WHICH BEARS 30.35 FEET NORTH OF CENTERLINE OF STATE ROAD 100, 5 FEET
 AQ1746'WEST OF THE EAST END OF A GUARDRAIL, 1.1 FEET NORTH OF GUARDRAIL EDGE,
 AQ1746'AND 160 FEET EAST OF THE NORTHEAST END OF A BRIDGE.
 AQ1746
 AQ1746                          STATION RECOVERY (1987)
 AQ1746
 AQ1746'RECOVERY NOTE BY FL DEPT OF NAT RES 1987 (RWH)
 AQ1746'THE MARK WAS RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE
 AQ1746'MARK IS AT THE EAST END OF THE GUARDRAIL, BEARS 345 FEET EAST OF THE
 AQ1746'STATE ROAD 100 BRIDGE OVER THE INTRACOASTAL WATERWAY, AND 3.3 FEET
 AQ1746'WEST OF REFLECTOR POST.  THE MARK RECESSES 0.2 FOOT BELOW GROUND.
 AQ1746
 AQ1746                          STATION RECOVERY (1990)
 AQ1746
 AQ1746'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1746'RECOVERED IN GOOD CONDITION.
 AQ1746
 AQ1746                          STATION RECOVERY (2021)
 AQ1746
 AQ1746'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1746'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5792 ***********************************************************************
 DM5792  DESIGNATION -  872 0833 D
 DM5792  PID         -  DM5792
 DM5792  STATE/COUNTY-  FL/FLAGLER
 DM5792  COUNTRY     -  US
 DM5792  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 DM5792
 DM5792                         *CURRENT SURVEY CONTROL
 DM5792  ______________________________________________________________________
 DM5792* NAD 83(1986) POSITION- 29 28 38.41   (N) 081 08 08.90   (W)   HD_HELD1
 DM5792* NAVD 88 ORTHO HEIGHT -     1.665 (meters)        5.46  (feet) ADJUSTED
 DM5792  ______________________________________________________________________
 DM5792  GEOID HEIGHT    -        -28.658 (meters)                     GEOID18
 DM5792  DYNAMIC HEIGHT  -          1.663 (meters)        5.46  (feet) COMP
 DM5792  MODELED GRAVITY -    979,288.6   (mgal)                       NAVD 88
 DM5792
 DM5792  VERT ORDER      -  SECOND    CLASS I
 DM5792
 DM5792.The horizontal coordinates were determined by differentially corrected
 DM5792.hand held GPS observations or other comparable positioning techniques
 DM5792.and have an estimated accuracy of +/- 3 meters.
 DM5792
 DM5792.The orthometric height was determined by differential leveling and
 DM5792.adjusted by the NATIONAL GEODETIC SURVEY
 DM5792.in July 2011.
 DM5792
 DM5792.No vertical observational check was made to the station.
 DM5792
 DM5792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5792.GEOID18 height accuracy estimate available here.
 DM5792
 DM5792.Click photographs - Photos may exist for this station.
 DM5792
 DM5792.The dynamic height is computed by dividing the NAVD 88
 DM5792.geopotential number by the normal gravity value computed on the
 DM5792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5792.degrees latitude (g = 980.6199 gals.).
 DM5792
 DM5792.The modeled gravity was interpolated from observed gravity values.
 DM5792
 DM5792;                    North         East    Units  Estimated Accuracy
 DM5792;SPC FL E     -   569,942.4     186,829.3     MT  (+/- 3 meters HH1 GPS) 
 DM5792
 DM5792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8683360879(NAD 83)
 DM5792
 DM5792                          SUPERSEDED SURVEY CONTROL
 DM5792
 DM5792.No superseded survey control is available for this station.
 DM5792
 DM5792_MARKER: DD = SURVEY DISK
 DM5792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM5792_SP_SET: SEAWALL
 DM5792_STAMPING: 0833 D 2005
 DM5792_MARK LOGO: FLDEP
 DM5792_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5792+STABILITY: SURFACE MOTION
 DM5792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5792+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2005
 DM5792
 DM5792  HISTORY     - Date     Condition        Report By
 DM5792  HISTORY     - 20050119 MONUMENTED       FLDEP
 DM5792
 DM5792                          STATION DESCRIPTION
 DM5792
 DM5792'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JRH)
 DM5792'THE MARK IS IN FLAGLER BEACH, IN SECTION 12, TOWNSHIP 12 SOUTH, RANGE
 DM5792'31 EAST.
 DM5792'
 DM5792'TO REACH THE MARK FROM THE T-JUNCTION OF STATE HIGHWAY 100 (MOODY
 DM5792'BOULEVARD) AND STATE HIGHWAY A1A (OCEAN SHORE BOULEVARD) IN FLAGLER
 DM5792'BEACH, GO WEST ON STATE HIGHWAY 100 (MOODY BOULEVARD) FOR 0.2 MI (0.3
 DM5792'KM) TO THE INTERSECTION OF FLAGLER AVENUE.  TURN RIGHT ON FLAGLER
 DM5792'AVENUE AND GO NORTH FOR ONE BLOCK TO THE JUNCTION OF MOODY LANE ON THE
 DM5792'LEFT.  TURN LEFT ON MOODY LANE AND GO WEST FOR 0.35 MI (0.6 KM) TO A
 DM5792'NINETY DEGREE TURN TO THE LEFT AND THE ENTRANCE TO THE MOODY BOAT
 DM5792'LAUNCH AND THE MARK, SET FLUSH IN THE NORTH END OF THE WEST SEAWALL OF
 DM5792'THE BOAT RAMP.
 DM5792'
 DM5792'LOCATED 101.0 FT (30.8 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 DM5792'THE PUBLIC RESTROOM, 93.0 FT (28.3 M) EAST OF THE WATERS EDGE ON THE
 DM5792'EAST BANK OF THE INTRACOASTAL WATERWAY, 1.9 FT (0.6 M) SOUTH OF THE
 DM5792'NORTH END OF THE WEST SEAWALL OF THE BOAT RAMP AND 1.0 FT (0.3 M) EAST
 DM5792'OF THE WEST EDGE OF THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5791 ***********************************************************************
 DM5791  DESIGNATION -  872 0833 E
 DM5791  PID         -  DM5791
 DM5791  STATE/COUNTY-  FL/FLAGLER
 DM5791  COUNTRY     -  US
 DM5791  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 DM5791
 DM5791                         *CURRENT SURVEY CONTROL
 DM5791  ______________________________________________________________________
 DM5791* NAD 83(1986) POSITION- 29 28 49.     (N) 081 07 52.     (W)   SCALED
 DM5791* NAVD 88 ORTHO HEIGHT -     1.498 (meters)        4.91  (feet) ADJUSTED
 DM5791  ______________________________________________________________________
 DM5791  GEOID HEIGHT    -        -28.666 (meters)                     GEOID18
 DM5791  DYNAMIC HEIGHT  -          1.496 (meters)        4.91  (feet) COMP
 DM5791  MODELED GRAVITY -    979,288.8   (mgal)                       NAVD 88
 DM5791
 DM5791  VERT ORDER      -  SECOND    CLASS I
 DM5791
 DM5791.The horizontal coordinates were scaled from a map and have
 DM5791.an estimated accuracy of +/- 6 seconds.
 DM5791
 DM5791.The orthometric height was determined by differential leveling and
 DM5791.adjusted by the NATIONAL GEODETIC SURVEY
 DM5791.in July 2011.
 DM5791
 DM5791.No vertical observational check was made to the station.
 DM5791
 DM5791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5791.GEOID18 height accuracy estimate available here.
 DM5791
 DM5791.Click photographs - Photos may exist for this station.
 DM5791
 DM5791.The dynamic height is computed by dividing the NAVD 88
 DM5791.geopotential number by the normal gravity value computed on the
 DM5791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5791.degrees latitude (g = 980.6199 gals.).
 DM5791
 DM5791.The modeled gravity was interpolated from observed gravity values.
 DM5791
 DM5791;                    North         East    Units  Estimated Accuracy
 DM5791;SPC FL E     -   570,270.      187,290.      MT  (+/- 180 meters Scaled)
 DM5791
 DM5791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN872612(NAD 83)
 DM5791
 DM5791                          SUPERSEDED SURVEY CONTROL
 DM5791
 DM5791.No superseded survey control is available for this station.
 DM5791
 DM5791_MARKER: DD = SURVEY DISK
 DM5791_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM5791_SP_SET: SEAWALL
 DM5791_STAMPING: 0833 E 2005
 DM5791_MARK LOGO: FLDEP
 DM5791_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5791+STABILITY: SURFACE MOTION
 DM5791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5791+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 DM5791
 DM5791  HISTORY     - Date     Condition        Report By
 DM5791  HISTORY     - 20050120 MONUMENTED       FLDEP
 DM5791
 DM5791                          STATION DESCRIPTION
 DM5791
 DM5791'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JRH)
 DM5791'THE MARK IS IN FLAGLER BEACH, IN SECTION 12, TOWNSHIP 12 SOUTH, RANGE
 DM5791'31 EAST.
 DM5791'
 DM5791'TO REACH THE MARK FROM THE T-JUNCTION OF STATE HIGHWAY 100 (MOODY
 DM5791'BOULEVARD) AND STATE HIGHWAY A1A (OCEAN SHORE BOULEVARD) IN FLAGLER
 DM5791'BEACH, GO WEST ON STATE HIGHWAY 100 (MOODY BOULEVARD) FOR 0.2 MI (0.3
 DM5791'KM) TO THE INTERSECTION OF FLAGLER AVENUE.  TURN RIGHT ON FLAGLER
 DM5791'AVENUE AND GO NORTH ONE BLOCK TO THE JUNCTION OF MOODY LANE ON THE
 DM5791'LEFT.  TURN LEFT ON MOODY LANE AND GO WEST FOR 120.0 FT (36.6 M) TO A
 DM5791'6.0 FT (1.8 M) CHAIN LINK FENCE (GREEN IN COLOR) AND A CONCRETE
 DM5791'SEAWALL ON THE RIGHT AND THE MARK, A FLDEP DISK SET FLUSH IN THE TOP
 DM5791'OF THE CONCRETE SEAWALL.
 DM5791'
 DM5791'LOCATED 148.0 FT (45.1 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DM5791'FLAGLER AVENUE, 36.9 FT (11.2 M) NORTH OF A 6.0 FT (1.8 M) CHAIN LINK
 DM5791'FENCE COATED IN GREEN PLASTIC, 12.3 FT (3.7 M) SOUTH OF THE SOUTHWEST
 DM5791'CORNER OF THE GARAGE BEHIND THE RESIDENCE AT 115 FLAGLER AVENUE, 2.6
 DM5791'FT (0.8 M) EAST OF THE 6.0 FT (1.8 M) TALL GREEN CHAIN LINK FENCE, 1.2
 DM5791'FT (0.4 M) SOUTH OF THE NORTH EDGE OF THE SEAWALL, 1.2 FT (0.4 M)
 DM5791'NORTH OF THE SOUTH EDGE OF THE SEAWALL AND 1.0 FT (0.3 M) WEST OF THE
 DM5791'EAST EDGE OF THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8510 ***********************************************************************
 DR8510  DESIGNATION -  872 0841 A
 DR8510  PID         -  DR8510
 DR8510  STATE/COUNTY-  FL/FLAGLER
 DR8510  COUNTRY     -  US
 DR8510  USGS QUAD   -  SAINT JOHNS PARK (2018)
 DR8510
 DR8510                         *CURRENT SURVEY CONTROL
 DR8510  ______________________________________________________________________
 DR8510* NAD 83(1986) POSITION- 29 29 36.24   (N) 081 29 14.10   (W)   HD_HELD1
 DR8510* NAVD 88 ORTHO HEIGHT -     0.960 (meters)        3.15  (feet) ADJUSTED
 DR8510  ______________________________________________________________________
 DR8510  GEOID HEIGHT    -        -28.564 (meters)                     GEOID18
 DR8510  DYNAMIC HEIGHT  -          0.959 (meters)        3.15  (feet) COMP
 DR8510  MODELED GRAVITY -    979,273.3   (mgal)                       NAVD 88
 DR8510
 DR8510  VERT ORDER      -  SECOND    CLASS I
 DR8510
 DR8510.The horizontal coordinates were determined by differentially corrected
 DR8510.hand held GPS observations or other comparable positioning techniques
 DR8510.and have an estimated accuracy of +/- 3 meters.
 DR8510
 DR8510.The orthometric height was determined by differential leveling and
 DR8510.adjusted by the NATIONAL GEODETIC SURVEY
 DR8510.in February 2023.
 DR8510
 DR8510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8510.GEOID18 height accuracy estimate available here.
 DR8510
 DR8510.Click photographs - Photos may exist for this station.
 DR8510
 DR8510.The dynamic height is computed by dividing the NAVD 88
 DR8510.geopotential number by the normal gravity value computed on the
 DR8510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8510.degrees latitude (g = 980.6199 gals.).
 DR8510
 DR8510.The modeled gravity was interpolated from observed gravity values.
 DR8510
 DR8510;                    North         East    Units  Estimated Accuracy
 DR8510;SPC FL E     -   571,814.1     152,752.6     MT  (+/- 3 meters HH1 GPS) 
 DR8510
 DR8510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN5276862750(NAD 83)
 DR8510
 DR8510                          SUPERSEDED SURVEY CONTROL
 DR8510
 DR8510.No superseded survey control is available for this station.
 DR8510
 DR8510_MARKER: F = FLANGE-ENCASED ROD
 DR8510_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8510_STAMPING: 0841 A 2022
 DR8510_MARK LOGO: FLDEP
 DR8510_PROJECTION: RECESSED 5 CENTIMETERS
 DR8510_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8510+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DR8510_ROD/PIPE-DEPTH: 7.1 meters
 DR8510
 DR8510  HISTORY     - Date     Condition        Report By
 DR8510  HISTORY     - 20221028 MONUMENTED       FLDEP
 DR8510
 DR8510                          STATION DESCRIPTION
 DR8510
 DR8510'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8510'THE MARK IS ABOUT 6.1 MI (9.8 KM) NORTH-NORTHEAST OF CRESCENT CITY
 DR8510'STATION, 5.9 MI (9.5 KM) NORTHWEST OF SAINT JOHNS PARK, 4.6 MI (7.4
 DR8510'KM) NORTH-NORTHEAST OF CRESCENT CITY, IN SECTION 4, TOWNSHIP 12 SOUTH,
 DR8510'RANGE 28 EAST.
 DR8510'
 DR8510'TO REACH THE MARK FROM THE POST OFFICE IN SAN MATEO, GO SOUTH ON U.S.
 DR8510'HIGHWAY 17 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF STATE ROAD 100 ON
 DR8510'THE LEFT.  TURN LEFT ON STATE ROAD 100 AND GO SOUTHEAST FOR 9.6 MI
 DR8510'(15.4 KM) TO THE JUNCTION OF COUNTY ROAD 67 ON THE RIGHT AND THE
 DR8510'ENTRANCE ROAD TO SHELL BLUFF BOAT LAUNCH.  TURN RIGHT AND GO SOUTH ON
 DR8510'COUNTY ROAD 67 FOR 0.5 MI (0.8 KM) TO THE BOAT RAMP AND THE MARK ON
 DR8510'THE LEFT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.4
 DR8510'FT (7.1 M) WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.2 FT (6
 DR8510'CM) BELOW THE LEVEL OF THE GROUND AND 0.3 FT (9 CM) BELOW THE LEVEL OF
 DR8510'COUNTY ROAD 67, THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE
 DR8510'LEVEL OF THE (FLDEP) LOGO CAP.
 DR8510'
 DR8510'LOCATED 37.8 FT (11.5 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DR8510'THE BOAT RAMP CENTERLINE, 27.8 FT (8.5 M) SOUTHEAST OF THE APPROXIMATE
 DR8510'CENTERLINE OF COUNTY ROAD 67 AND 1.9 FT (0.6 M) NORTHWEST OF A
 DR8510'CARSONITE WITNESS POST.
 DR8510'
 DR8510'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8510'
 DR8510'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8510'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8511 ***********************************************************************
 DR8511  DESIGNATION -  872 0841 B
 DR8511  PID         -  DR8511
 DR8511  STATE/COUNTY-  FL/FLAGLER
 DR8511  COUNTRY     -  US
 DR8511  USGS QUAD   -  DINNER ISLAND (2018)
 DR8511
 DR8511                         *CURRENT SURVEY CONTROL
 DR8511  ______________________________________________________________________
 DR8511* NAD 83(1986) POSITION- 29 29 59.52   (N) 081 29 06.19   (W)   HD_HELD1
 DR8511* NAVD 88 ORTHO HEIGHT -     3.677 (meters)       12.06  (feet) ADJUSTED
 DR8511  ______________________________________________________________________
 DR8511  GEOID HEIGHT    -        -28.569 (meters)                     GEOID18
 DR8511  DYNAMIC HEIGHT  -          3.671 (meters)       12.04  (feet) COMP
 DR8511  MODELED GRAVITY -    979,272.5   (mgal)                       NAVD 88
 DR8511
 DR8511  VERT ORDER      -  SECOND    CLASS I
 DR8511
 DR8511.The horizontal coordinates were determined by differentially corrected
 DR8511.hand held GPS observations or other comparable positioning techniques
 DR8511.and have an estimated accuracy of +/- 3 meters.
 DR8511
 DR8511.The orthometric height was determined by differential leveling and
 DR8511.adjusted by the NATIONAL GEODETIC SURVEY
 DR8511.in February 2023.
 DR8511
 DR8511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8511.GEOID18 height accuracy estimate available here.
 DR8511
 DR8511.Click photographs - Photos may exist for this station.
 DR8511
 DR8511.The dynamic height is computed by dividing the NAVD 88
 DR8511.geopotential number by the normal gravity value computed on the
 DR8511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8511.degrees latitude (g = 980.6199 gals.).
 DR8511
 DR8511.The modeled gravity was interpolated from observed gravity values.
 DR8511
 DR8511;                    North         East    Units  Estimated Accuracy
 DR8511;SPC FL E     -   572,530.0     152,968.6     MT  (+/- 3 meters HH1 GPS) 
 DR8511
 DR8511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN5298463466(NAD 83)
 DR8511
 DR8511                          SUPERSEDED SURVEY CONTROL
 DR8511
 DR8511.No superseded survey control is available for this station.
 DR8511
 DR8511_MARKER: F = FLANGE-ENCASED ROD
 DR8511_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8511_STAMPING: 0841 B 2022
 DR8511_MARK LOGO: FLDEP
 DR8511_PROJECTION: RECESSED 8 CENTIMETERS
 DR8511_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8511+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DR8511_ROD/PIPE-DEPTH: 5.5 meters
 DR8511
 DR8511  HISTORY     - Date     Condition        Report By
 DR8511  HISTORY     - 20221028 MONUMENTED       FLDEP
 DR8511
 DR8511                          STATION DESCRIPTION
 DR8511
 DR8511'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8511'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTH-NORTHEAST OF CRESCENT CITY
 DR8511'STATION, 6.2 MI (10.0 KM) NORTH-NORTHWEST OF SAINT JOHNS PARK, 5.0 MI
 DR8511'(8.0 KM) NORTH-NORTHEAST OF CRESCENT CITY, IN SECTION 33, TOWNSHIP 12
 DR8511'SOUTH, RANGE 28 EAST.
 DR8511'
 DR8511'TO REACH THE MARK FROM THE POST OFFICE IN SAN MATEO, GO SOUTH ON U.S.
 DR8511'HIGHWAY 17 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF STATE ROAD 100 ON
 DR8511'THE LEFT.  TURN LEFT ON STATE ROAD 100 AND GO SOUTHEAST FOR 9.6 MI
 DR8511'(15.4 KM) TO THE JUNCTION OF COUNTY ROAD 67 ON THE RIGHT AND THE MARK
 DR8511'ON THE RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DR8511'18.2 FT (5.5 M) WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.3 FT
 DR8511'(9 CM) BELOW THE LEVEL OF THE ROAD AND 0.5 FT (15 CM) BELOW THE LEVEL
 DR8511'OF STATE ROAD 100, THE DATUM POINT IS RECESSED 0.5 FT (15 CM) BELOW
 DR8511'THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR8511'
 DR8511'LOCATED 113.0 FT (34.4 M) SOUTHEAST OF UTILITY POLE 182, 66.1 FT (20.1
 DR8511'M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD 67, 31.8 FT
 DR8511'(9.7 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF STATE ROAD 100 AND
 DR8511'15.5 FT (4.7 M) NORTHEAST OF FIBER OPTIC WARNING POST.
 DR8511'
 DR8511'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR8511'
 DR8511'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8511'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8512 ***********************************************************************
 DR8512  DESIGNATION -  872 0841 C
 DR8512  PID         -  DR8512
 DR8512  STATE/COUNTY-  FL/FLAGLER
 DR8512  COUNTRY     -  US
 DR8512  USGS QUAD   -  SAINT JOHNS PARK (2018)
 DR8512
 DR8512                         *CURRENT SURVEY CONTROL
 DR8512  ______________________________________________________________________
 DR8512* NAD 83(1986) POSITION- 29 29 43.26   (N) 081 28 59.36   (W)   HD_HELD1
 DR8512* NAVD 88 ORTHO HEIGHT -     1.720 (meters)        5.64  (feet) ADJUSTED
 DR8512  ______________________________________________________________________
 DR8512  GEOID HEIGHT    -        -28.567 (meters)                     GEOID18
 DR8512  DYNAMIC HEIGHT  -          1.717 (meters)        5.63  (feet) COMP
 DR8512  MODELED GRAVITY -    979,273.5   (mgal)                       NAVD 88
 DR8512
 DR8512  VERT ORDER      -  SECOND    CLASS I
 DR8512
 DR8512.The horizontal coordinates were determined by differentially corrected
 DR8512.hand held GPS observations or other comparable positioning techniques
 DR8512.and have an estimated accuracy of +/- 3 meters.
 DR8512
 DR8512.The orthometric height was determined by differential leveling and
 DR8512.adjusted by the NATIONAL GEODETIC SURVEY
 DR8512.in February 2023.
 DR8512
 DR8512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8512.GEOID18 height accuracy estimate available here.
 DR8512
 DR8512.Click photographs - Photos may exist for this station.
 DR8512
 DR8512.The dynamic height is computed by dividing the NAVD 88
 DR8512.geopotential number by the normal gravity value computed on the
 DR8512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8512.degrees latitude (g = 980.6199 gals.).
 DR8512
 DR8512.The modeled gravity was interpolated from observed gravity values.
 DR8512
 DR8512;                    North         East    Units  Estimated Accuracy
 DR8512;SPC FL E     -   572,028.6     153,150.5     MT  (+/- 3 meters HH1 GPS) 
 DR8512
 DR8512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN5316662965(NAD 83)
 DR8512
 DR8512                          SUPERSEDED SURVEY CONTROL
 DR8512
 DR8512.No superseded survey control is available for this station.
 DR8512
 DR8512_MARKER: F = FLANGE-ENCASED ROD
 DR8512_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8512_STAMPING: 0841 C 2022
 DR8512_MARK LOGO: FLDEP
 DR8512_PROJECTION: RECESSED 5 CENTIMETERS
 DR8512_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8512+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DR8512_ROD/PIPE-DEPTH: 6.9 meters
 DR8512
 DR8512  HISTORY     - Date     Condition        Report By
 DR8512  HISTORY     - 20221028 MONUMENTED       FLDEP
 DR8512
 DR8512                          STATION DESCRIPTION
 DR8512
 DR8512'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8512'THE MARK IS ABOUT 6.3 MI (10.1 KM) NORTH-NORTHEAST OF CRESCENT CITY
 DR8512'STATION, 5.9 MI (9.5 KM) NORTH-NORTHWEST OF SAINT JOHNS PARK, 4.8 MI
 DR8512'(7.7 KM) NORTH-NORTHEAST OF CRESCENT CITY, IN SECTION 33, TOWNSHIP 12
 DR8512'SOUTH, RANGE 28 EAST.
 DR8512'
 DR8512'TO REACH THE MARK FROM THE POST OFFICE IN SAN MATEO, GO SOUTH ON U.S.
 DR8512'HIGHWAY 17 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF STATE ROAD 100 ON
 DR8512'THE LEFT.  TURN LEFT ON STATE ROAD 100 AND GO SOUTHEAST FOR 9.6 MI
 DR8512'(15.4 KM) TO THE JUNCTION OF COUNTY ROAD 67 ON THE RIGHT AND THE
 DR8512'ENTRANCE ROAD TO SHELL BLUFF BOAT LAUNCH.  CONTINUE SOUTHEAST ON STATE
 DR8512'ROAD 100 FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF A DIRT ROAD TO SHELL
 DR8512'BLUFF PARK ON THE RIGHT.  TURN RIGHT AND SOUTHERLY ON THE PARK ROAD
 DR8512'FOR 0.2 MI (0.3 KM) TO THE PARK AND THE MARK ON THE RIGHT, AN ALUMINUM
 DR8512'ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 22.5 FT (6.9 M) WITH A
 DR8512'(FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DR8512'AND 0.2 FT (6 CM) BELOW THE LEVEL OF THE PARK ROAD, THE DATUM POINT IS
 DR8512'RECESSED 0.6 FT (18 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR8512'
 DR8512'LOCATED 31.6 FT (9.6 M) NORTH OF THE NORTH EDGE OF A EAST-WEST
 DR8512'SIDEWALK, 16.4 FT (5.0 M) WEST OF THE SOUTHEAST CORNER OF A WOODEN
 DR8512'RAIL FENCE, 6.9 FT (2.1 M) SOUTH OF A CARSONITE WITNESS POST AND 4.8
 DR8512'FT (1.5 M) SOUTHEAST OF A SOUTHWEST-NORTHEAST SIDEWALK.
 DR8512'
 DR8512'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR8512'
 DR8512'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8512'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8513 ***********************************************************************
 DR8513  DESIGNATION -  872 0841 D
 DR8513  PID         -  DR8513
 DR8513  STATE/COUNTY-  FL/FLAGLER
 DR8513  COUNTRY     -  US
 DR8513  USGS QUAD   -  SAINT JOHNS PARK (2018)
 DR8513
 DR8513                         *CURRENT SURVEY CONTROL
 DR8513  ______________________________________________________________________
 DR8513* NAD 83(1986) POSITION- 29 29 25.15   (N) 081 28 16.00   (W)   HD_HELD1
 DR8513* NAVD 88 ORTHO HEIGHT -     3.968 (meters)       13.02  (feet) ADJUSTED
 DR8513  ______________________________________________________________________
 DR8513  GEOID HEIGHT    -        -28.570 (meters)                     GEOID18
 DR8513  DYNAMIC HEIGHT  -          3.963 (meters)       13.00  (feet) COMP
 DR8513  MODELED GRAVITY -    979,273.0   (mgal)                       NAVD 88
 DR8513
 DR8513  VERT ORDER      -  SECOND    CLASS I
 DR8513
 DR8513.The horizontal coordinates were determined by differentially corrected
 DR8513.hand held GPS observations or other comparable positioning techniques
 DR8513.and have an estimated accuracy of +/- 3 meters.
 DR8513
 DR8513.The orthometric height was determined by differential leveling and
 DR8513.adjusted by the NATIONAL GEODETIC SURVEY
 DR8513.in February 2023.
 DR8513
 DR8513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8513.GEOID18 height accuracy estimate available here.
 DR8513
 DR8513.Click photographs - Photos may exist for this station.
 DR8513
 DR8513.The dynamic height is computed by dividing the NAVD 88
 DR8513.geopotential number by the normal gravity value computed on the
 DR8513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8513.degrees latitude (g = 980.6199 gals.).
 DR8513
 DR8513.The modeled gravity was interpolated from observed gravity values.
 DR8513
 DR8513;                    North         East    Units  Estimated Accuracy
 DR8513;SPC FL E     -   571,466.2     154,316.2     MT  (+/- 3 meters HH1 GPS) 
 DR8513
 DR8513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN5433162403(NAD 83)
 DR8513
 DR8513                          SUPERSEDED SURVEY CONTROL
 DR8513
 DR8513.No superseded survey control is available for this station.
 DR8513
 DR8513_MARKER: F = FLANGE-ENCASED ROD
 DR8513_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8513_STAMPING: 0841 D 2022
 DR8513_MARK LOGO: FLDEP
 DR8513_PROJECTION: RECESSED 5 CENTIMETERS
 DR8513_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8513+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2022
 DR8513_ROD/PIPE-DEPTH: 8.4 meters
 DR8513
 DR8513  HISTORY     - Date     Condition        Report By
 DR8513  HISTORY     - 20221028 MONUMENTED       FLDEP
 DR8513
 DR8513                          STATION DESCRIPTION
 DR8513
 DR8513'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8513'THE MARK IS ABOUT 6.4 MI (10.3 KM) NORTHEAST OF CRESCENT CITY STATION,
 DR8513'5.2 MI (8.4 KM) NORTH-NORTHWEST OF SAINT JOHNS PARK, 4.8 MI (7.7 KM)
 DR8513'NORTH-NORTHEAST OF CRESCENT CITY, IN SECTION 3, TOWNSHIP 12 SOUTH,
 DR8513'RANGE 28 EAST.
 DR8513'
 DR8513'TO REACH THE MARK FROM THE POST OFFICE IN SAN MATEO, GO SOUTH ON U.S.
 DR8513'HIGHWAY 17 FOR 0.15 MI (0.24 KM) TO THE JUNCTION OF STATE ROAD 100 ON
 DR8513'THE LEFT.  TURN LEFT ON STATE ROAD 100 AND GO SOUTHEAST FOR 9.6 MI
 DR8513'(15.4 KM) TO THE JUNCTION OF COUNTY ROAD 67 ON THE RIGHT AND THE
 DR8513'ENTRANCE ROAD TO SHELL BLUFF BOAT LAUNCH.  CONTINUE SOUTHEAST ON STATE
 DR8513'ROAD 100 FOR 1.05 MI (1.69 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM
 DR8513'ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 27.5 FT (8.4 M) WITH A
 DR8513'6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL
 DR8513'OF THE GROUND AND 1.5 FT (0.5 M) BELOW THE LEVEL OF STATE ROAD 100,
 DR8513'THE DATUM POINT IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DR8513'(FLDEP) LOGO CAP.
 DR8513'
 DR8513'LOCATED 108.5 FT (33.1 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DR8513'WAGON TRAILS RANCH RIDES, 21.7 FT (6.6 M) SOUTHWEST OF THE APPROXIMATE
 DR8513'CENTERLINE OF STATE ROAD 100 AND 7.5 FT (2.3 M) NORTHEAST OF A
 DR8513'CARSONITE WITNESS POST.
 DR8513'
 DR8513'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8513'
 DR8513'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8513'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9179 ***********************************************************************
 DR9179  DESIGNATION -  872 0853 A
 DR9179  PID         -  DR9179
 DR9179  STATE/COUNTY-  FL/FLAGLER
 DR9179  COUNTRY     -  US
 DR9179  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 DR9179
 DR9179                         *CURRENT SURVEY CONTROL
 DR9179  ______________________________________________________________________
 DR9179* NAD 83(1986) POSITION- 29 26 04.34   (N) 081 08 15.70   (W)   HD_HELD1
 DR9179* NAVD 88 ORTHO HEIGHT -     1.402 (meters)        4.60  (feet) ADJUSTED
 DR9179  ______________________________________________________________________
 DR9179  GEOID HEIGHT    -        -28.599 (meters)                     GEOID18
 DR9179  DYNAMIC HEIGHT  -          1.400 (meters)        4.59  (feet) COMP
 DR9179  MODELED GRAVITY -    979,286.5   (mgal)                       NAVD 88
 DR9179
 DR9179  VERT ORDER      -  SECOND    CLASS I
 DR9179
 DR9179.The horizontal coordinates were determined by differentially corrected
 DR9179.hand held GPS observations or other comparable positioning techniques
 DR9179.and have an estimated accuracy of +/- 3 meters.
 DR9179
 DR9179.The orthometric height was determined by differential leveling and
 DR9179.adjusted by the NATIONAL GEODETIC SURVEY
 DR9179.in December 2023.
 DR9179
 DR9179.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9179.GEOID18 height accuracy estimate available here.
 DR9179
 DR9179.Click photographs - Photos may exist for this station.
 DR9179
 DR9179.The dynamic height is computed by dividing the NAVD 88
 DR9179.geopotential number by the normal gravity value computed on the
 DR9179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9179.degrees latitude (g = 980.6199 gals.).
 DR9179
 DR9179.The modeled gravity was interpolated from observed gravity values.
 DR9179
 DR9179;                    North         East    Units  Estimated Accuracy
 DR9179;SPC FL E     -   565,199.1     186,640.5     MT  (+/- 3 meters HH1 GPS) 
 DR9179
 DR9179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8664556138(NAD 83)
 DR9179
 DR9179                          SUPERSEDED SURVEY CONTROL
 DR9179
 DR9179.No superseded survey control is available for this station.
 DR9179
 DR9179_MARKER: F = FLANGE-ENCASED ROD
 DR9179_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9179_STAMPING: 0853 A 2022
 DR9179_MARK LOGO: FLDEP
 DR9179_PROJECTION: RECESSED 8 CENTIMETERS
 DR9179_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9179+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2022
 DR9179_ROD/PIPE-DEPTH: 6.6 meters
 DR9179
 DR9179  HISTORY     - Date     Condition        Report By
 DR9179  HISTORY     - 20221108 MONUMENTED       FLDEP
 DR9179
 DR9179                          STATION DESCRIPTION
 DR9179
 DR9179'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR9179'THE MARK IS ABOUT 7.6 MI (12.2 KM) EAST-SOUTHEAST OF BUNNELL, 5.5 MI
 DR9179'(8.8 KM) SOUTH OF BEVERLY BEACH, 2.8 MI (4.5 KM) SOUTH-SOUTHWEST OF
 DR9179'FLAGLER BEACH, IN SECTION 38, TOWNSHIP 12 SOUTH, RANGE 31 EAST.
 DR9179'
 DR9179'TO REACH THE MARK FROM INTERSTATE 95 AND STATE ROAD 100 (MOODY
 DR9179'BOULEVARD) IN PALM COAST, GO EAST ON STATE ROAD 100 (MOODY BOULEVARD)
 DR9179'FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF OLD KINGS ROAD.  TURN RIGHT
 DR9179'ON OLD KINGS ROAD AND GO SOUTH-SOUTHEAST FOR 3.5 MI (5.6 KM) TO THE
 DR9179'JUNCTION OF BULOW PLANTATION RUINS STATE PARK ON THE LEFT.  TURN LEFT
 DR9179'ON THE PARK ROAD AND GO EASTERLY FOR 1.0 MI (1.6 KM) TO THE
 DR9179'INTERSECTION OF 2 PARK ROADS AND THE PICNIC AND CANOE LAUNCH AREA AND
 DR9179'THE MARK ON THE RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A
 DR9179'DEPTH OF 21.8 FT (6.6 M) WITH A (FLDEP) LOGO CAP RECESSED 0.3 FT (9
 DR9179'CM) BELOW THE LEVEL OF THE GROUND AND 0.3 FT (9 CM) BELOW THE LEVEL OF
 DR9179'THE PARK ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE
 DR9179'LEVEL OF THE (FLDEP) LOGO CAP.
 DR9179'
 DR9179'LOCATED 83.0 FT (25.3 M) SOUTH OF THE APPROXIMATE CENTER OF THE
 DR9179'SIDEWALK TO ENCLOSED BUILDING FOR PARK BENCHES AND RESTROOMS, 37.9 FT
 DR9179'(11.6 M) NORTHEAST OF THE APPROXIMATE CENTERLINE INTERSECTION OF 2
 DR9179'PARK ROADS, 35.2 FT (10.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF A
 DR9179'PARK ROAD LEADING TO CANOE LAUNCH AREA AND 32.8 FT (10.0 M) WEST OF
 DR9179'THE NORTHWEST CORNER POST OF A WOODEN RAIL FENCE.
 DR9179'
 DR9179'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR9179'
 DR9179'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9179'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9180 ***********************************************************************
 DR9180  DESIGNATION -  872 0853 B
 DR9180  PID         -  DR9180
 DR9180  STATE/COUNTY-  FL/FLAGLER
 DR9180  COUNTRY     -  US
 DR9180  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 DR9180
 DR9180                         *CURRENT SURVEY CONTROL
 DR9180  ______________________________________________________________________
 DR9180* NAD 83(1986) POSITION- 29 26 09.21   (N) 081 08 32.98   (W)   HD_HELD1
 DR9180* NAVD 88 ORTHO HEIGHT -     1.480 (meters)        4.86  (feet) ADJUSTED
 DR9180  ______________________________________________________________________
 DR9180  GEOID HEIGHT    -        -28.597 (meters)                     GEOID18
 DR9180  DYNAMIC HEIGHT  -          1.478 (meters)        4.85  (feet) COMP
 DR9180  MODELED GRAVITY -    979,286.6   (mgal)                       NAVD 88
 DR9180
 DR9180  VERT ORDER      -  SECOND    CLASS I
 DR9180
 DR9180.The horizontal coordinates were determined by differentially corrected
 DR9180.hand held GPS observations or other comparable positioning techniques
 DR9180.and have an estimated accuracy of +/- 3 meters.
 DR9180
 DR9180.The orthometric height was determined by differential leveling and
 DR9180.adjusted by the NATIONAL GEODETIC SURVEY
 DR9180.in December 2023.
 DR9180
 DR9180.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9180.GEOID18 height accuracy estimate available here.
 DR9180
 DR9180.Click photographs - Photos may exist for this station.
 DR9180
 DR9180.The dynamic height is computed by dividing the NAVD 88
 DR9180.geopotential number by the normal gravity value computed on the
 DR9180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9180.degrees latitude (g = 980.6199 gals.).
 DR9180
 DR9180.The modeled gravity was interpolated from observed gravity values.
 DR9180
 DR9180;                    North         East    Units  Estimated Accuracy
 DR9180;SPC FL E     -   565,349.6     186,175.0     MT  (+/- 3 meters HH1 GPS) 
 DR9180
 DR9180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8617956288(NAD 83)
 DR9180
 DR9180                          SUPERSEDED SURVEY CONTROL
 DR9180
 DR9180.No superseded survey control is available for this station.
 DR9180
 DR9180_MARKER: F = FLANGE-ENCASED ROD
 DR9180_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9180_STAMPING: 0853 B 2022
 DR9180_MARK LOGO: FLDEP
 DR9180_PROJECTION: RECESSED 5 CENTIMETERS
 DR9180_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9180+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2022
 DR9180_ROD/PIPE-DEPTH: 3.9 meters
 DR9180
 DR9180  HISTORY     - Date     Condition        Report By
 DR9180  HISTORY     - 20221108 MONUMENTED       FLDEP
 DR9180
 DR9180                          STATION DESCRIPTION
 DR9180
 DR9180'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR9180'THE MARK IS ABOUT 7.3 MI (11.7 KM) EAST-SOUTHEAST OF BUNNELL, 5.5 MI
 DR9180'(8.8 KM) SOUTH OF BEVERLY BEACH, 2.9 MI (4.7 KM) SOUTH-SOUTHWEST OF
 DR9180'FLAGLER BEACH, IN SECTION 38, TOWNSHIP 12 SOUTH, RANGE 31 EAST.
 DR9180'
 DR9180'TO REACH THE MARK FROM INTERSTATE 95 AND STATE ROAD 100 (MOODY
 DR9180'BOULEVARD) IN PALM COAST, GO EAST ON STATE ROAD 100 (MOODY BOULEVARD)
 DR9180'FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF OLD KINGS ROAD.  TURN RIGHT
 DR9180'ON OLD KINGS ROAD AND GO SOUTH-SOUTHEAST FOR 3.5 MI (5.6 KM) TO THE
 DR9180'JUNCTION OF BULOW PLANTATION RUINS STATE PARK ON THE LEFT.  TURN LEFT
 DR9180'ON THE PARK ROAD AND GO EASTERLY FOR 1.0 MI (1.6 KM) TO THE
 DR9180'INTERSECTION OF 2 PARK ROADS AND THE PICNIC AND CANOE LAUNCH AREA.
 DR9180'TURN LEFT AND GO NORTH FOR 55.0 FT (16.8 M) TO A JUNCTION OF A PARK
 DR9180'ROAD ON THE LEFT LEADING TO THE BULOW PLANTATION SUGAR MILL RUINS.
 DR9180'TURN LEFT ON PARK ROAD AND GO NORTHWESTERLY FOR 0.4 MI (0.6 KM) TO THE
 DR9180'BULOW SUGAR MILL RUINS ON THE LEFT AND THE MARK ON THE RIGHT, AN
 DR9180'ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.8 FT (3.9 M)
 DR9180'WITH A (FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DR9180'GROUND AND 0.2 FT (6 CM) BELOW THE LEVEL OF THE PARK ROAD, THE DATUM
 DR9180'POINT IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO
 DR9180'CAP.
 DR9180'
 DR9180'LOCATED 92.6 FT (28.2 M) NORTHEAST OF AN INFORMATION PAVILION, 65.4 FT
 DR9180'(19.9 M) EAST OF THE NORTH END OF A CONCRETE CULVERT, 30.6 FT (9.3 M)
 DR9180'WEST OF A CARSONITE WITNESS POST AND 14.3 FT (4.4 M) NORTH OF THE
 DR9180'APPROXIMATE CENTERLINE OF A NATURE TRAIL TO PICNIC AREA.
 DR9180'
 DR9180'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR9180'
 DR9180'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9180'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9181 ***********************************************************************
 DR9181  DESIGNATION -  872 0853 C
 DR9181  PID         -  DR9181
 DR9181  STATE/COUNTY-  FL/FLAGLER
 DR9181  COUNTRY     -  US
 DR9181  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 DR9181
 DR9181                         *CURRENT SURVEY CONTROL
 DR9181  ______________________________________________________________________
 DR9181* NAD 83(1986) POSITION- 29 25 54.61   (N) 081 08 51.22   (W)   HD_HELD1
 DR9181* NAVD 88 ORTHO HEIGHT -     2.638 (meters)        8.65  (feet) ADJUSTED
 DR9181  ______________________________________________________________________
 DR9181  GEOID HEIGHT    -        -28.588 (meters)                     GEOID18
 DR9181  DYNAMIC HEIGHT  -          2.634 (meters)        8.64  (feet) COMP
 DR9181  MODELED GRAVITY -    979,286.3   (mgal)                       NAVD 88
 DR9181
 DR9181  VERT ORDER      -  SECOND    CLASS I
 DR9181
 DR9181.The horizontal coordinates were determined by differentially corrected
 DR9181.hand held GPS observations or other comparable positioning techniques
 DR9181.and have an estimated accuracy of +/- 3 meters.
 DR9181
 DR9181.The orthometric height was determined by differential leveling and
 DR9181.adjusted by the NATIONAL GEODETIC SURVEY
 DR9181.in December 2023.
 DR9181
 DR9181.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9181.GEOID18 height accuracy estimate available here.
 DR9181
 DR9181.Click photographs - Photos may exist for this station.
 DR9181
 DR9181.The dynamic height is computed by dividing the NAVD 88
 DR9181.geopotential number by the normal gravity value computed on the
 DR9181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9181.degrees latitude (g = 980.6199 gals.).
 DR9181
 DR9181.The modeled gravity was interpolated from observed gravity values.
 DR9181
 DR9181;                    North         East    Units  Estimated Accuracy
 DR9181;SPC FL E     -   564,900.7     185,682.8     MT  (+/- 3 meters HH1 GPS) 
 DR9181
 DR9181_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8568755839(NAD 83)
 DR9181
 DR9181                          SUPERSEDED SURVEY CONTROL
 DR9181
 DR9181.No superseded survey control is available for this station.
 DR9181
 DR9181_MARKER: F = FLANGE-ENCASED ROD
 DR9181_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9181_STAMPING: 0853 C 2022
 DR9181_MARK LOGO: FLDEP
 DR9181_PROJECTION: RECESSED 5 CENTIMETERS
 DR9181_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9181+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2022
 DR9181_ROD/PIPE-DEPTH: 6.9 meters
 DR9181
 DR9181  HISTORY     - Date     Condition        Report By
 DR9181  HISTORY     - 20221108 MONUMENTED       FLDEP
 DR9181
 DR9181                          STATION DESCRIPTION
 DR9181
 DR9181'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR9181'THE MARK IS ABOUT 7.1 MI (11.4 KM) EAST-SOUTHEAST OF BUNNELL, 5.7 MI
 DR9181'(9.2 KM) SOUTH OF BEVERLY BEACH, 3.2 MI (5.1 KM) SOUTH-SOUTHWEST OF
 DR9181'FLAGLER BEACH, IN SECTION 38, TOWNSHIP 12 SOUTH, RANGE 31 EAST.
 DR9181'
 DR9181'TO REACH THE MARK FROM INTERSTATE 95 AND STATE ROAD 100 (MOODY
 DR9181'BOULEVARD) IN PALM COAST, GO EAST ON STATE ROAD 100 (MOODY BOULEVARD)
 DR9181'FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF OLD KINGS ROAD.  TURN RIGHT
 DR9181'ON OLD KINGS ROAD AND GO SOUTH-SOUTHEAST FOR 3.5 MI (5.6 KM) TO THE
 DR9181'JUNCTION OF BULOW PLANTATION RUINS STATE PARK ON THE LEFT.  TURN LEFT
 DR9181'ON THE PARK ROAD AND GO EASTERLY FOR 0.4 MI (0.6 KM) AND THE MARK ON
 DR9181'THE RIGHT.  AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 22.8
 DR9181'FT (6.9 M) WITH A (FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE
 DR9181'LEVEL OF THE GROUND AND 0.2 FT (6 CM) BELOW THE LEVEL OF THE PARK
 DR9181'ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF
 DR9181'THE (FLDEP) LOGO CAP.
 DR9181'
 DR9181'LOCATED 203.3 FT (62.0 M) EAST OF THE CENTER OF A PARK GATE, 10.1 FT
 DR9181'(3.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE PARK ROAD AND 4.0
 DR9181'FT (1.2 M) NORTH OF A CARSONITE WITNESS POST.
 DR9181'
 DR9181'NOTE A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR9181'
 DR9181'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9181'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9182 ***********************************************************************
 DR9182  DESIGNATION -  872 0853 D
 DR9182  PID         -  DR9182
 DR9182  STATE/COUNTY-  FL/FLAGLER
 DR9182  COUNTRY     -  US
 DR9182  USGS QUAD   -  FLAGLER BEACH WEST (2018)
 DR9182
 DR9182                         *CURRENT SURVEY CONTROL
 DR9182  ______________________________________________________________________
 DR9182* NAD 83(1986) POSITION- 29 25 42.81   (N) 081 09 09.77   (W)   HD_HELD1
 DR9182* NAVD 88 ORTHO HEIGHT -     9.642 (meters)       31.63  (feet) ADJUSTED
 DR9182  ______________________________________________________________________
 DR9182  GEOID HEIGHT    -        -28.581 (meters)                     GEOID18
 DR9182  DYNAMIC HEIGHT  -          9.629 (meters)       31.59  (feet) COMP
 DR9182  MODELED GRAVITY -    979,286.0   (mgal)                       NAVD 88
 DR9182
 DR9182  VERT ORDER      -  SECOND    CLASS I
 DR9182
 DR9182.The horizontal coordinates were determined by differentially corrected
 DR9182.hand held GPS observations or other comparable positioning techniques
 DR9182.and have an estimated accuracy of +/- 3 meters.
 DR9182
 DR9182.The orthometric height was determined by differential leveling and
 DR9182.adjusted by the NATIONAL GEODETIC SURVEY
 DR9182.in December 2023.
 DR9182
 DR9182.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9182.GEOID18 height accuracy estimate available here.
 DR9182
 DR9182.Click photographs - Photos may exist for this station.
 DR9182
 DR9182.The dynamic height is computed by dividing the NAVD 88
 DR9182.geopotential number by the normal gravity value computed on the
 DR9182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9182.degrees latitude (g = 980.6199 gals.).
 DR9182
 DR9182.The modeled gravity was interpolated from observed gravity values.
 DR9182
 DR9182;                    North         East    Units  Estimated Accuracy
 DR9182;SPC FL E     -   564,538.1     185,182.4     MT  (+/- 3 meters HH1 GPS) 
 DR9182
 DR9182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN8518755477(NAD 83)
 DR9182
 DR9182                          SUPERSEDED SURVEY CONTROL
 DR9182
 DR9182.No superseded survey control is available for this station.
 DR9182
 DR9182_MARKER: F = FLANGE-ENCASED ROD
 DR9182_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR9182_STAMPING: 0853 D 2022
 DR9182_MARK LOGO: FLDEP
 DR9182_PROJECTION: RECESSED 8 CENTIMETERS
 DR9182_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9182_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9182+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2022
 DR9182_ROD/PIPE-DEPTH: 9.7 meters
 DR9182
 DR9182  HISTORY     - Date     Condition        Report By
 DR9182  HISTORY     - 20221108 MONUMENTED       FLDEP
 DR9182
 DR9182                          STATION DESCRIPTION
 DR9182
 DR9182'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR9182'THE MARK IS ABOUT 6.9 MI (11.1 KM) EAST-SOUTHEAST OF BUNNELL, 5.9 MI
 DR9182'(9.5 KM) SOUTH OF BEVERLY BEACH, 3.5 MI (5.6 KM) SOUTH-SOUTHWEST OF
 DR9182'FLAGLER BEACH, IN SECTION 26, TOWNSHIP 12 SOUTH, RANGE 31 EAST.
 DR9182'
 DR9182'TO REACH THE MARK FROM INTERSTATE 95 AND STATE ROAD 100 (MOODY
 DR9182'BOULEVARD) IN PALM COAST, GO EAST ON STATE ROAD 100 (MOODY BOULEVARD)
 DR9182'FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF OLD KINGS ROAD.  TURN RIGHT
 DR9182'ON OLD KINGS ROAD AND GO SOUTH-SOUTHEAST FOR 3.6 MI (5.8 KM) TO THE
 DR9182'MARK ON THE RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH
 DR9182'OF 31.8 FT (9.7 M) WITH A (FLDEP) LOGO CAP RECESSED 0.3 FT (9 CM)
 DR9182'BELOW THE LEVEL OF THE GROUND AND 0.3 FT (9 CM) BELOW THE LEVEL OF OLD
 DR9182'KINGS ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL
 DR9182'OF THE (FLDEP) LOGO CAP.
 DR9182'
 DR9182'LOCATED 28.9 FT (8.8 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DR9182'OF OLD KINGS ROAD, 21.5 FT (6.6 M) SOUTHEAST OF A YELLOW FIRE HYDRANT,
 DR9182'19.6 FT (6.0 M) EAST OF A CARSONITE WITNESS POST AND 14.5 FT (4.4 M)
 DR9182'NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY AT U.S.
 DR9182'MAIL ADDRESS 3650.
 DR9182'
 DR9182'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR9182'
 DR9182'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9182'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI6985 ***********************************************************************
 AI6985  TIDAL BM    -  This is a Tidal Bench Mark.
 AI6985  DESIGNATION -  872 0855 A TIDAL
 AI6985  PID         -  AI6985
 AI6985  STATE/COUNTY-  FL/PUTNAM
 AI6985  COUNTRY     -  US
 AI6985  USGS QUAD   -  CRESCENT CITY (2018)
 AI6985
 AI6985                         *CURRENT SURVEY CONTROL
 AI6985  ______________________________________________________________________
 AI6985* NAD 83(1986) POSITION- 29 25 48.71   (N) 081 30 21.51   (W)   HD_HELD1
 AI6985* NAVD 88 ORTHO HEIGHT -     1.081 (meters)        3.55  (feet) ADJUSTED
 AI6985  ______________________________________________________________________
 AI6985  GEOID HEIGHT    -        -28.500 (meters)                     GEOID18
 AI6985  DYNAMIC HEIGHT  -          1.080 (meters)        3.54  (feet) COMP
 AI6985  MODELED GRAVITY -    979,274.4   (mgal)                       NAVD 88
 AI6985
 AI6985  VERT ORDER      -  SECOND    CLASS I
 AI6985
 AI6985.The horizontal coordinates were determined by differentially corrected
 AI6985.hand held GPS observations or other comparable positioning techniques
 AI6985.and have an estimated accuracy of +/- 3 meters.
 AI6985
 AI6985.The orthometric height was determined by differential leveling and
 AI6985.adjusted by the NATIONAL GEODETIC SURVEY
 AI6985.in April 2001.
 AI6985
 AI6985.No vertical observational check was made to the station.
 AI6985
 AI6985.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6985.GEOID18 height accuracy estimate available here.
 AI6985
 AI6985.This Tidal Bench Mark is designated as VM 13548
 AI6985.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI6985
 AI6985.Click photographs - Photos may exist for this station.
 AI6985
 AI6985.The dynamic height is computed by dividing the NAVD 88
 AI6985.geopotential number by the normal gravity value computed on the
 AI6985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6985.degrees latitude (g = 980.6199 gals.).
 AI6985
 AI6985.The modeled gravity was interpolated from observed gravity values.
 AI6985
 AI6985;                    North         East    Units  Estimated Accuracy
 AI6985;SPC FL E     -   564,816.5     150,906.4     MT  (+/- 3 meters HH1 GPS) 
 AI6985
 AI6985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN5092355755(NAD 83)
 AI6985
 AI6985                          SUPERSEDED SURVEY CONTROL
 AI6985
 AI6985.No superseded survey control is available for this station.
 AI6985
 AI6985_MARKER: DD = SURVEY DISK
 AI6985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6985_STAMPING: 0855 A 1993
 AI6985_MARK LOGO: FLDEP
 AI6985_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6985+STABILITY: SURFACE MOTION
 AI6985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI6985+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2001
 AI6985
 AI6985  HISTORY     - Date     Condition        Report By
 AI6985  HISTORY     - 1993     MONUMENTED       FLDEP
 AI6985  HISTORY     - 19980210 GOOD             FLDEP
 AI6985  HISTORY     - 20010511 GOOD             FLDEP
 AI6985
 AI6985                          STATION DESCRIPTION
 AI6985
 AI6985'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6985'THE MARK IS LOCATED AT CRESCENT CITY ABOUT 25 MI (40.2 KM) SOUTHEAST
 AI6985'OF PALATKA, 8.5 MI (13.7 KM) EAST OF FRUITLAND.  IN SECTION 30
 AI6985'TOWNSHIP 12 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE POST
 AI6985'OFFICE IN CRESCENT CITY, GO SOUTH ON U.S. HIGHWAY 17 SOUTH (SUMMIT
 AI6985'STREET) FOR 0.25 MI (0.40 KM) TO THE INTERSECTION OF US HIGHWAY 17
 AI6985'SOUTH AND CENTRAL AVENUE. TURN LEFT ON CENTRAL AVENUE AND GO EAST FOR
 AI6985'0.25 MI (0.40 KM) TO THE DEAD END, PUBLIC BOAT RAMP AND THE MARK.
 AI6985'LOCATED 5.4 FT (1.6 M) NORTH OF THE SOUTH HEADWALL, 25.0 FT (7.6 M)
 AI6985'SOUTH OF THE NORTH HEADWALL, 61.0 FT (18.6 M) SOUTHEAST OF THE MOST
 AI6985'WESTERLY CONCRETE LIGHT POLE WITH TWO LIGHTS, NO.  34720 814106, 79.0
 AI6985'FT (24.1 M) WEST OF THE EAST END OF THE HEADWALL, 41.5 FT (12.6 M)
 AI6985'SOUTHEAST OF THE MOST EASTERLY LIGHT POLE NO.  34720 824101.  MARK IS
 AI6985'LEVEL WITH THE GROUND, SET IN THE TOP OF A ROUND CONCRETE MONUMENT.
 AI6985
 AI6985                          STATION RECOVERY (1998)
 AI6985
 AI6985'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (LGB)
 AI6985'THE MARK IS IN CRESCENT CITY, AT THE DEAD END OF CENTRAL AVENUE, IN
 AI6985'SECTION 30, TOWNSHIP 12 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM
 AI6985'THE JUNCTION OF U.S. HIGHWAY 17 AND COUNTY ROAD 308 ON THE NORTH SIDE
 AI6985'OF CRESENT CITY, GO SOUTH ON U.S. HIGHWAY 17 FOR 0.5 MI (0.8 KM) TO
 AI6985'THE INTERSECTION OF CENTRAL AVENUE, TURN LEFT ON CENTRAL AVENUE AND GO
 AI6985'EAST FOR 0.25 MI (0.40 KM) TO THE DEAD END AT THE BOAT RAMP AND THE
 AI6985'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 AI6985'WITH THE GROUND. LOCATED 79.0 FT (24.1 M) WEST OF THE SOUTHEAST END OF
 AI6985'THE SEAWALL, 61.0 FT (18.6 M) SOUTHEAST OF A CONCRETE LIGHT POLE
 AI6985'NUMBER 34720 814106 WITH TWO LIGHTS ATTACHED, 41.5 FT (12.6 M)
 AI6985'SOUTHEAST OF A CONCRETE LIGHT POLE NUMBER 34720 824101 AND 25.0 FT
 AI6985'(7.6 M) SOUTH OF THE NORTH SEAWALL.
 AI6985
 AI6985                          STATION RECOVERY (2001)
 AI6985
 AI6985'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AI6985'RECOVERED AS DESCRIBED.
 AI6985'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI6987 ***********************************************************************
 AI6987  TIDAL BM    -  This is a Tidal Bench Mark.
 AI6987  DESIGNATION -  872 0855 TIDAL 1
 AI6987  PID         -  AI6987
 AI6987  STATE/COUNTY-  FL/PUTNAM
 AI6987  COUNTRY     -  US
 AI6987  USGS QUAD   -  CRESCENT CITY (2018)
 AI6987
 AI6987                         *CURRENT SURVEY CONTROL
 AI6987  ______________________________________________________________________
 AI6987* NAD 83(1986) POSITION- 29 25 49.     (N) 081 30 33.     (W)   SCALED
 AI6987* NAVD 88 ORTHO HEIGHT -    13.935 (meters)       45.72  (feet) ADJUSTED
 AI6987  ______________________________________________________________________
 AI6987  GEOID HEIGHT    -        -28.498 (meters)                     GEOID18
 AI6987  DYNAMIC HEIGHT  -         13.916 (meters)       45.66  (feet) COMP
 AI6987  MODELED GRAVITY -    979,274.3   (mgal)                       NAVD 88
 AI6987
 AI6987  VERT ORDER      -  SECOND    CLASS I
 AI6987
 AI6987.The horizontal coordinates were scaled from a map and have
 AI6987.an estimated accuracy of +/- 6 seconds.
 AI6987
 AI6987.The orthometric height was determined by differential leveling and
 AI6987.adjusted by the NATIONAL GEODETIC SURVEY
 AI6987.in April 2001.
 AI6987
 AI6987.No vertical observational check was made to the station.
 AI6987
 AI6987.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6987.GEOID18 height accuracy estimate available here.
 AI6987
 AI6987.This Tidal Bench Mark is designated as VM 13549
 AI6987.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI6987
 AI6987.Click photographs - Photos may exist for this station.
 AI6987
 AI6987.The dynamic height is computed by dividing the NAVD 88
 AI6987.geopotential number by the normal gravity value computed on the
 AI6987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6987.degrees latitude (g = 980.6199 gals.).
 AI6987
 AI6987.The modeled gravity was interpolated from observed gravity values.
 AI6987
 AI6987;                    North         East    Units  Estimated Accuracy
 AI6987;SPC FL E     -   564,830.      150,600.      MT  (+/- 180 meters Scaled)
 AI6987
 AI6987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN506557(NAD 83)
 AI6987
 AI6987                          SUPERSEDED SURVEY CONTROL
 AI6987
 AI6987.No superseded survey control is available for this station.
 AI6987
 AI6987_MARKER: W = UNMONUMENTED
 AI6987_SETTING: 0 = UNSPECIFIED SETTING
 AI6987_MARK LOGO: NONE
 AI6987_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI6987_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6987+SATELLITE: SATELLITE OBSERVATIONS - December 11, 1993
 AI6987
 AI6987  HISTORY     - Date     Condition        Report By
 AI6987  HISTORY     - 1934     MONUMENTED       FLDEP
 AI6987  HISTORY     - 19931211 GOOD             FLDEP
 AI6987
 AI6987                          STATION DESCRIPTION
 AI6987
 AI6987'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6987'THE MARK IS LOCATED IN CRESCENT CITY, ABOUT 25 MI (40.2 KM) SOUTHEAST
 AI6987'OF PALATKA, 8.5 MI (13.7 KM) EAST OF FRUITLAND, IN PUTNAM COUNTY,
 AI6987'SECTION 30 TOWNSHIP 12 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM
 AI6987'THE POST OFFICE IN CRESCENT CITY.  GO SOUTH ON U.S. HIGHWAY 17 (SUMMIT
 AI6987'STREET) FOR 0.25 MI (0.40 KM) TO THE INTERSECTION OF U.S. HIGHWAY 17
 AI6987'SOUTH AND CENTRAL AVENUE. TURN LEFT ON CENTRAL AVENUE AND GO EAST 0.1
 AI6987'MI (0.2 KM) TO THE INTERSECTION OF CENTRAL AVENUE AND PROSPECT STREET
 AI6987'AND THE MARK ON THE LEFT. LOCATED 36.7 FT (11.2 M) NORTH OF CENTERLINE
 AI6987'OF CENTRAL AVENUE, 36.3 FT (11.1 M) EAST OF CENTERLINE OF PROSPECT
 AI6987'STREET AND IN THE SOUTHEAST CORNER OF THE COLUMN OF A BUILDING.  9.0
 AI6987'FT (2.7 M) SOUTH OF THE SOUTHWEST CORNER OF THE PRESENTLY NAMED (SWEET
 AI6987'TOOTH CAFE). 28.1 FT (8.6 M) WEST OF THE SOUTHEAST CORNER OF THE
 AI6987'BUILDING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI6990 ***********************************************************************
 AI6990  TIDAL BM    -  This is a Tidal Bench Mark.
 AI6990  DESIGNATION -  872 0855 TIDAL 3
 AI6990  PID         -  AI6990
 AI6990  STATE/COUNTY-  FL/PUTNAM
 AI6990  COUNTRY     -  US
 AI6990  USGS QUAD   -  CRESCENT CITY (2018)
 AI6990
 AI6990                         *CURRENT SURVEY CONTROL
 AI6990  ______________________________________________________________________
 AI6990* NAD 83(1986) POSITION- 29 25 43.     (N) 081 30 27.     (W)   SCALED
 AI6990* NAVD 88 ORTHO HEIGHT -     5.708 (meters)       18.73  (feet) ADJUSTED
 AI6990  ______________________________________________________________________
 AI6990  GEOID HEIGHT    -        -28.497 (meters)                     GEOID18
 AI6990  DYNAMIC HEIGHT  -          5.700 (meters)       18.70  (feet) COMP
 AI6990  MODELED GRAVITY -    979,274.4   (mgal)                       NAVD 88
 AI6990
 AI6990  VERT ORDER      -  SECOND    CLASS I
 AI6990
 AI6990.The horizontal coordinates were scaled from a map and have
 AI6990.an estimated accuracy of +/- 6 seconds.
 AI6990
 AI6990.The orthometric height was determined by differential leveling and
 AI6990.adjusted by the NATIONAL GEODETIC SURVEY
 AI6990.in April 2001.
 AI6990
 AI6990.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6990.GEOID18 height accuracy estimate available here.
 AI6990
 AI6990.This Tidal Bench Mark is designated as VM 13550
 AI6990.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI6990
 AI6990.Click photographs - Photos may exist for this station.
 AI6990
 AI6990.The dynamic height is computed by dividing the NAVD 88
 AI6990.geopotential number by the normal gravity value computed on the
 AI6990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6990.degrees latitude (g = 980.6199 gals.).
 AI6990
 AI6990.The modeled gravity was interpolated from observed gravity values.
 AI6990
 AI6990;                    North         East    Units  Estimated Accuracy
 AI6990;SPC FL E     -   564,640.      150,760.      MT  (+/- 180 meters Scaled)
 AI6990
 AI6990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN507555(NAD 83)
 AI6990
 AI6990                          SUPERSEDED SURVEY CONTROL
 AI6990
 AI6990.No superseded survey control is available for this station.
 AI6990
 AI6990_MARKER: DB = BENCH MARK DISK
 AI6990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6990_STAMPING: NO 3 1937
 AI6990_MARK LOGO: CGS
 AI6990_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6990+STABILITY: SURFACE MOTION
 AI6990_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6990+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2001
 AI6990
 AI6990  HISTORY     - Date     Condition        Report By
 AI6990  HISTORY     - 1937     MONUMENTED       CGS
 AI6990  HISTORY     - 19931211 GOOD             FLDEP
 AI6990  HISTORY     - 20010511 GOOD             FLDEP
 AI6990
 AI6990                          STATION DESCRIPTION
 AI6990
 AI6990'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6990'THE MARK IS LOCATED IN CRESCENT CITY ABOUT 25 MI (40.2 KM) SOUTHEAST
 AI6990'OF PALATKA, 8.5 MI (13.7 KM) EAST OF FRUITLAND.  IN SECTION 30
 AI6990'TOWNSHIP 12 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE POST
 AI6990'OFFICE IN CRESCENT CITY, GO SOUTH ON U.S. HIGHWAY 17 SOUTH (SUMMIT
 AI6990'STREET) FOR 0.25 MI (0.40 KM) TO THE INTERSECTION OF U.S. HIGHWAY 17
 AI6990'SOUTH AND CENTRAL AVENUE. TURN LEFT ON CENTRAL AVENUE AND GO EAST FOR
 AI6990'0.15 MI (0.24 KM) TO THE INTERSECTION OF CENTRAL AVENUE AND PARK
 AI6990'STREET.  TURN RIGHT ON PARK STREET AND GO SOUTH FOR 0.1 MI (0.2 KM) TO
 AI6990'THE INTERSECTION OF PARK STREET AND CYPRESS AVENUE, TURN LEFT ON
 AI6990'CYPRESS AVENUE, GO 0.05 MI (0.08 KM) EAST TO THE MARK ON THE RIGHT.
 AI6990'LOCATED UNDER THE CRESCENT CITY WATER TANK,IN LINE WITH AND HALFWAY
 AI6990'BETWEEN THE TWO MOST SOUTHERN LEGS OF THE WATER TANK.  105.0 FT (32.0
 AI6990'M) SOUTHWEST OF THE INTERSECTION OF LAKE STREET AND CYPRESS AVENUE,
 AI6990'73.0 FT (22.3 M) SOUTH OF THE CENTERLINE OF CYPRESS AVENUE.
 AI6990
 AI6990                          STATION RECOVERY (2001)
 AI6990
 AI6990'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AI6990'RECOVERED AS DESCRIBED.
 AI6990'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI6989 ***********************************************************************
 AI6989  TIDAL BM    -  This is a Tidal Bench Mark.
 AI6989  DESIGNATION -  872 0855 TIDAL 4
 AI6989  PID         -  AI6989
 AI6989  STATE/COUNTY-  FL/PUTNAM
 AI6989  COUNTRY     -  US
 AI6989  USGS QUAD   -  CRESCENT CITY (2018)
 AI6989
 AI6989                         *CURRENT SURVEY CONTROL
 AI6989  ______________________________________________________________________
 AI6989* NAD 83(1986) POSITION- 29 25 43.     (N) 081 30 26.     (W)   SCALED
 AI6989* NAVD 88 ORTHO HEIGHT -     1.619 (meters)        5.31  (feet) ADJUSTED
 AI6989  ______________________________________________________________________
 AI6989  GEOID HEIGHT    -        -28.497 (meters)                     GEOID18
 AI6989  DYNAMIC HEIGHT  -          1.617 (meters)        5.31  (feet) COMP
 AI6989  MODELED GRAVITY -    979,274.4   (mgal)                       NAVD 88
 AI6989
 AI6989  VERT ORDER      -  SECOND    CLASS I
 AI6989
 AI6989.The horizontal coordinates were scaled from a map and have
 AI6989.an estimated accuracy of +/- 6 seconds.
 AI6989
 AI6989.The orthometric height was determined by differential leveling and
 AI6989.adjusted by the NATIONAL GEODETIC SURVEY
 AI6989.in April 2001.
 AI6989
 AI6989.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6989.GEOID18 height accuracy estimate available here.
 AI6989
 AI6989.This Tidal Bench Mark is designated as VM 13551
 AI6989.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI6989
 AI6989.Click photographs - Photos may exist for this station.
 AI6989
 AI6989.The dynamic height is computed by dividing the NAVD 88
 AI6989.geopotential number by the normal gravity value computed on the
 AI6989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6989.degrees latitude (g = 980.6199 gals.).
 AI6989
 AI6989.The modeled gravity was interpolated from observed gravity values.
 AI6989
 AI6989;                    North         East    Units  Estimated Accuracy
 AI6989;SPC FL E     -   564,640.      150,790.      MT  (+/- 180 meters Scaled)
 AI6989
 AI6989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN508555(NAD 83)
 AI6989
 AI6989                          SUPERSEDED SURVEY CONTROL
 AI6989
 AI6989.No superseded survey control is available for this station.
 AI6989
 AI6989_MARKER: DB = BENCH MARK DISK
 AI6989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6989_STAMPING: NO 4 1952
 AI6989_MARK LOGO: CGS
 AI6989_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6989+STABILITY: SURFACE MOTION
 AI6989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6989+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2001
 AI6989
 AI6989  HISTORY     - Date     Condition        Report By
 AI6989  HISTORY     - 1952     MONUMENTED       CGS
 AI6989  HISTORY     - 19931211 GOOD             FLDEP
 AI6989  HISTORY     - 20010511 GOOD             FLDEP
 AI6989
 AI6989                          STATION DESCRIPTION
 AI6989
 AI6989'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6989'THE MARK IS LOCATED IN CRESCENT CITY ABOUT 25 MI (40.2 KM) SOUTHEAST
 AI6989'OF PALATKA, 8.5 MI (13.7 KM) EAST OF FRUITLAND.  IN SECTION 30
 AI6989'TOWNSHIP 12 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE POST
 AI6989'OFFICE IN CRESCENT CITY, GO SOUTH ON U.S. HIGHWAY 17 SOUTH (SUMMIT
 AI6989'STREET) FOR 0.25 MI (0.40 KM) TO THE INTERSECTION OF U.S. HIGHWAY 17
 AI6989'SOUTH AND CENTRAL AVENUE. TURN LEFT ON CENTRAL AVENUE AND GO EAST FOR
 AI6989'0.15 MI (0.24 KM) TO THE INTERSECTION OF CENTRAL AVENUE AND PARK
 AI6989'STREET.  TURN RIGHT ON PARK STREET AND GO SOUTH FOR 0.1 MI (0.2 KM) TO
 AI6989'THE INTERSECTION OF PARK STREET AND CYPRESS AVENUE, TURN LEFT ON
 AI6989'CYPRESS AVENUE, GO 0.05 MI (0.08 KM) EAST TO THE MARK ON THE RIGHT.
 AI6989'LOCATED AT THE CRESCENT CITY WATER WORKS,IN THE CONCRETE BASE OF AN
 AI6989'OLD WATER WHEEL.  ( THE WATER WHEEL HAS BEEN REMOVED).  137.0 FT (41.8
 AI6989'M) SOUTHEAST OF THE INTERSECTION OF CYPRESS AVENUE AND LAKE STREET.
 AI6989'10.0 FT (3.0 M) SOUTH OF THE SOUTHWEST CORNER OF AN OLD STONE
 AI6989'BUILDING, APPROXIMATELY, 100.0 FT (30.5 M) EAST OF THE WATER TANK.
 AI6989
 AI6989                          STATION RECOVERY (2001)
 AI6989
 AI6989'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AI6989'RECOVERED AS DESCRIBED.
 AI6989'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI6988 ***********************************************************************
 AI6988  TIDAL BM    -  This is a Tidal Bench Mark.
 AI6988  DESIGNATION -  872 0855 TIDAL 5 A
 AI6988  PID         -  AI6988
 AI6988  STATE/COUNTY-  FL/PUTNAM
 AI6988  COUNTRY     -  US
 AI6988  USGS QUAD   -  CRESCENT CITY (2018)
 AI6988
 AI6988                         *CURRENT SURVEY CONTROL
 AI6988  ______________________________________________________________________
 AI6988* NAD 83(1986) POSITION- 29 25 48.     (N) 081 30 28.     (W)   SCALED
 AI6988* NAVD 88 ORTHO HEIGHT -     9.410 (meters)       30.87  (feet) ADJUSTED
 AI6988  ______________________________________________________________________
 AI6988  GEOID HEIGHT    -        -28.498 (meters)                     GEOID18
 AI6988  DYNAMIC HEIGHT  -          9.397 (meters)       30.83  (feet) COMP
 AI6988  MODELED GRAVITY -    979,274.4   (mgal)                       NAVD 88
 AI6988
 AI6988  VERT ORDER      -  SECOND    CLASS I
 AI6988
 AI6988.The horizontal coordinates were scaled from a map and have
 AI6988.an estimated accuracy of +/- 6 seconds.
 AI6988
 AI6988.The orthometric height was determined by differential leveling and
 AI6988.adjusted by the NATIONAL GEODETIC SURVEY
 AI6988.in April 2001.
 AI6988
 AI6988.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6988.GEOID18 height accuracy estimate available here.
 AI6988
 AI6988.This Tidal Bench Mark is designated as VM 5262
 AI6988.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AI6988
 AI6988.Click photographs - Photos may exist for this station.
 AI6988
 AI6988.The dynamic height is computed by dividing the NAVD 88
 AI6988.geopotential number by the normal gravity value computed on the
 AI6988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6988.degrees latitude (g = 980.6199 gals.).
 AI6988
 AI6988.The modeled gravity was interpolated from observed gravity values.
 AI6988
 AI6988;                    North         East    Units  Estimated Accuracy
 AI6988;SPC FL E     -   564,800.      150,730.      MT  (+/- 180 meters Scaled)
 AI6988
 AI6988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN507557(NAD 83)
 AI6988
 AI6988                          SUPERSEDED SURVEY CONTROL
 AI6988
 AI6988.No superseded survey control is available for this station.
 AI6988
 AI6988_MARKER: DJ = TIDAL STATION DISK
 AI6988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI6988_STAMPING: 5A AMC 1979
 AI6988_MARK LOGO: NOS
 AI6988_PROJECTION: FLUSH
 AI6988_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI6988+STABILITY: SURFACE MOTION
 AI6988_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AI6988+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2026
 AI6988
 AI6988  HISTORY     - Date     Condition        Report By
 AI6988  HISTORY     - 1979     MONUMENTED       NOS
 AI6988  HISTORY     - 19931211 GOOD             FLDEP
 AI6988  HISTORY     - 19980210 GOOD             FLDEP
 AI6988  HISTORY     - 20010511 GOOD             FLDEP
 AI6988  HISTORY     - 20260227 GOOD             FLDEP
 AI6988
 AI6988                          STATION DESCRIPTION
 AI6988
 AI6988'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6988'THE MARK IS LOCATED IN CRESCENT CITY ABOUT 25 MI (40.2 KM) SOUTHEAST
 AI6988'OF PALATKA, 8.5 MI (13.7 KM) EAST OF FRUITLAND.  IN SECTION 30
 AI6988'TOWNSHIP 12 SOUTH, RANGE 27 EAST. TO REACH THE MARK FROM THE POST
 AI6988'OFFICE IN CRESCENT CITY, GO SOUTH ON U.S. HIGHWAY 17 SOUTH (SUMMIT
 AI6988'STREET) FOR 0.25 MI (0.40 KM) TO THE INTERSECTION OF U.S. HIGHWAY 17
 AI6988'SOUTH AND CENTRAL AVENUE. TURN LEFT ON CENTRAL AVENUE AND GO EAST FOR
 AI6988'0.1 MI (0.2 KM) TO THE INTERSECTION OF CENTRAL AVENUE AND PARK STREET
 AI6988'AND THE MARK ON THE RIGHT. LOCATED IN A CONCRETE MONUMENT AT THE
 AI6988'SOUTHEAST CORNER OF THE INTERSECTION OF CENTRAL AVENUE AND PARK
 AI6988'STREET, 13.8 FT (4.2 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 AI6988'BUILDING.  4.8 FT (1.5 M) SOUTHEAST OF A UTILITY POLE, 3.0 FT (0.9 M)
 AI6988'NORTH OF THE EDGE OF THE SIDEWALK, 3.0 FT (0.9 M) WEST OF THE EDGE OF
 AI6988'THE SIDEWALK AND 0.3 FT (9.1 CM) ABOVE THE LEVEL OF GROUND.
 AI6988
 AI6988                          STATION RECOVERY (1998)
 AI6988
 AI6988'RECOVERY NOTE BY FL DEPT OF ENV PRO 1998 (LGB)
 AI6988'THE MARK IS IN CRESCENT CITY, AT THE INTERSECTION OF CENTRAL AVENUE
 AI6988'AND PARK STREET, IN SECTION 30, TOWNSHIP 12 SOUTH, RANGE 27 EAST. TO
 AI6988'REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 17 AND COUNTY ROAD
 AI6988'308 ON THE NORTH SIDE OF CRESENT CITY, GO SOUTH ON U.S. HIGHWAY 17 FOR
 AI6988'0.5 MI (0.8 KM) TO THE INTERSECTION OF CENTRAL AVENUE, TURN LEFT ON
 AI6988'CENTRAL AVENUE AND GO EAST FOR 0.15 MI (0.24 KM) TO THE INTERSECTION
 AI6988'OF PARK STREET AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 AI6988'CONCRETE MONUMENT PROJECTION 0.3 FT (9.1 CM) ABOVE THE LEVEL OF THE
 AI6988'GROUND. LOCATED 13.8 FT (4.2 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 AI6988'BUILDING, 4.8 FT (1.5 M) SOUTHEAST OF A UTILITY POLE, 3.0 FT (0.9 M)
 AI6988'NORTH OF THE EDGE OF THE SIDEWALK AND 3.0 FT (0.9 M) WEST OF THE EDGE
 AI6988'OF THE SIDEWALK.
 AI6988
 AI6988                          STATION RECOVERY (2001)
 AI6988
 AI6988'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (JLM)
 AI6988'RECOVERED AS DESCRIBED.
 AI6988'
 AI6988
 AI6988                          STATION RECOVERY (2026)
 AI6988
 AI6988'RECOVERY NOTE BY FL DEPT OF ENV PRO 2026 (RXG)
 AI6988'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AI6996 ***********************************************************************
 AI6996  DESIGNATION -  872 0855 TIDE GAGE
 AI6996  PID         -  AI6996
 AI6996  STATE/COUNTY-  FL/PUTNAM
 AI6996  COUNTRY     -  US
 AI6996  USGS QUAD   -  CRESCENT CITY (2018)
 AI6996
 AI6996                         *CURRENT SURVEY CONTROL
 AI6996  ______________________________________________________________________
 AI6996* NAD 83(1986) POSITION- 29 25 49.     (N) 081 30 22.     (W)   SCALED
 AI6996* NAVD 88 ORTHO HEIGHT -     3.006 (meters)        9.86  (feet) ADJUSTED
 AI6996  ______________________________________________________________________
 AI6996  GEOID HEIGHT    -        -28.500 (meters)                     GEOID18
 AI6996  DYNAMIC HEIGHT  -          3.002 (meters)        9.85  (feet) COMP
 AI6996  MODELED GRAVITY -    979,274.4   (mgal)                       NAVD 88
 AI6996
 AI6996  VERT ORDER      -  SECOND    CLASS I
 AI6996
 AI6996.The horizontal coordinates were scaled from a map and have
 AI6996.an estimated accuracy of +/- 6 seconds.
 AI6996
 AI6996.The orthometric height was determined by differential leveling and
 AI6996.adjusted by the NATIONAL GEODETIC SURVEY
 AI6996.in April 2001.
 AI6996
 AI6996.No vertical observational check was made to the station.
 AI6996
 AI6996.Significant digits in the geoid height do not necessarily reflect accuracy.
 AI6996.GEOID18 height accuracy estimate available here.
 AI6996
 AI6996.Click photographs - Photos may exist for this station.
 AI6996
 AI6996.The dynamic height is computed by dividing the NAVD 88
 AI6996.geopotential number by the normal gravity value computed on the
 AI6996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AI6996.degrees latitude (g = 980.6199 gals.).
 AI6996
 AI6996.The modeled gravity was interpolated from observed gravity values.
 AI6996
 AI6996;                    North         East    Units  Estimated Accuracy
 AI6996;SPC FL E     -   564,830.      150,890.      MT  (+/- 180 meters Scaled)
 AI6996
 AI6996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN509557(NAD 83)
 AI6996
 AI6996                          SUPERSEDED SURVEY CONTROL
 AI6996
 AI6996.No superseded survey control is available for this station.
 AI6996
 AI6996_MARKER: Z = SEE DESCRIPTION
 AI6996_SETTING: 0 = UNSPECIFIED SETTING
 AI6996_MARK LOGO: NONE
 AI6996_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI6996_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AI6996
 AI6996  HISTORY     - Date     Condition        Report By
 AI6996  HISTORY     - 1993     MONUMENTED       FLDEP
 AI6996
 AI6996                          STATION DESCRIPTION
 AI6996
 AI6996'DESCRIBED BY FL DEPT OF ENV PRO 1993 (PBM)
 AI6996'THE GAGE IS LOCATED AT CRESCENT CITY ABOUT 25 MI (40.2 KM) SOUTHEAST
 AI6996'OF PALATKA, 8.5 MI (13.7 KM) EAST OF FRUITLAND, IN SECTION 30 TOWNSHIP
 AI6996'12 SOUTH, RANGE 27 EAST. TO REACH THE GAGE FROM THE POST OFFICE IN
 AI6996'CRESCENT CITY, GO SOUTH ON U.S. HIGHWAY 17 SOUTH (SUMMIT STREET) FOR
 AI6996'0.25 MI (0.40 KM) TO THE INTERSECTION OF U.S. HIGHWAY 17 SOUTH AND
 AI6996'CENTRAL AVENUE, TURN LEFT ON CENTRAL AVENUE AND GO EAST FOR 0.25 MI
 AI6996'(0.40 KM) TO THE DEAD END, AT THE PUBLIC BOAT RAMP AND THE GAGE.
 AI6996'LOCATED NEAR THE NORTH WEST CORNER OF THE WOODEN PIER THAT MEASURES 62
 AI6996'FT (18.9 M) NORTH AND SOUTH AND 20 FT (6.1 M) EAST AND WEST, THE GAGE
 AI6996'IS 43.5 FT (13.3 M) EAST NORTHEAST OF OF THE EASTERMOST LIGHT POLE ON
 AI6996'THE EARTHEN PIER PROJECTION INTO CRESCENT LAKE, 9.5 FT (2.9 M) SOUTH
 AI6996'OF THE NORTH END OF THE WOODEN PIER, AND 8.5 FT (2.6 M) NORTH OF THE
 AI6996'NORTHEAST OF A CONCRETE HEAD WALL. NOTE THE GAGE WAS TEMPOARY AND HAS
 AI6996'BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8648 ***********************************************************************
 DR8648  DESIGNATION -  872 0877 A
 DR8648  PID         -  DR8648
 DR8648  STATE/COUNTY-  FL/PUTNAM
 DR8648  COUNTRY     -  US
 DR8648  USGS QUAD   -  WELAKA (2018)
 DR8648
 DR8648                         *CURRENT SURVEY CONTROL
 DR8648  ______________________________________________________________________
 DR8648* NAD 83(1986) POSITION- 29 23 16.20   (N) 081 38 25.63   (W)   HD_HELD1
 DR8648* NAVD 88 ORTHO HEIGHT -     1.837 (meters)        6.03  (feet) ADJUSTED
 DR8648  ______________________________________________________________________
 DR8648  GEOID HEIGHT    -        -28.390 (meters)                     GEOID18
 DR8648  DYNAMIC HEIGHT  -          1.834 (meters)        6.02  (feet) COMP
 DR8648  MODELED GRAVITY -    979,268.5   (mgal)                       NAVD 88
 DR8648
 DR8648  VERT ORDER      -  SECOND    CLASS I
 DR8648
 DR8648.The horizontal coordinates were determined by differentially corrected
 DR8648.hand held GPS observations or other comparable positioning techniques
 DR8648.and have an estimated accuracy of +/- 3 meters.
 DR8648
 DR8648.The orthometric height was determined by differential leveling and
 DR8648.adjusted by the NATIONAL GEODETIC SURVEY
 DR8648.in March 2023.
 DR8648
 DR8648.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8648.GEOID18 height accuracy estimate available here.
 DR8648
 DR8648.Click photographs - Photos may exist for this station.
 DR8648
 DR8648.The dynamic height is computed by dividing the NAVD 88
 DR8648.geopotential number by the normal gravity value computed on the
 DR8648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8648.degrees latitude (g = 980.6199 gals.).
 DR8648
 DR8648.The modeled gravity was interpolated from observed gravity values.
 DR8648
 DR8648;                    North         East    Units  Estimated Accuracy
 DR8648;SPC FL E     -   560,185.1     137,832.3     MT  (+/- 3 meters HH1 GPS) 
 DR8648
 DR8648_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3785351125(NAD 83)
 DR8648
 DR8648                          SUPERSEDED SURVEY CONTROL
 DR8648
 DR8648.No superseded survey control is available for this station.
 DR8648
 DR8648_MARKER: F = FLANGE-ENCASED ROD
 DR8648_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8648_STAMPING: 0877 A 2022
 DR8648_MARK LOGO: FLDEP
 DR8648_PROJECTION: RECESSED 8 CENTIMETERS
 DR8648_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8648_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8648+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2022
 DR8648_ROD/PIPE-DEPTH: 4.6 meters
 DR8648
 DR8648  HISTORY     - Date     Condition        Report By
 DR8648  HISTORY     - 20221026 MONUMENTED       FLDEP
 DR8648
 DR8648                          STATION DESCRIPTION
 DR8648
 DR8648'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8648'THE MARK IS ABOUT 6.7 MI (10.8 KM) WEST-SOUTHWEST OF CRESCENT CITY
 DR8648'STATION, 6.5 MI (10.5 KM) SOUTH-SOUTHEAST OF WELAKA, 6.3 MI (10.1 KM)
 DR8648'EAST-NORTHEAST OF SALT SPRINGS, IN SECTION 41, TOWNSHIP 13 SOUTH,
 DR8648'RANGE 26 EAST.
 DR8648'
 DR8648'TO REACH THE MARK FROM THE U.S. POST OFFICE IN GEORGETOWN, GO
 DR8648'WEST-NORTHWEST ON COUNTY ROD 309 FOR 300.0 FT (91.4 M) WHERE COUNTY
 DR8648'ROAD 309 TURNS NORTH-NORTHEAST AND GEORGETOWN LANDING ROAD ON THE
 DR8648'RIGHT.  TURN LEFT ON GEORGETOWN LANDING ROAD AND GO SOUTH-SOUTHWEST
 DR8648'FOR 0.2 MI (0.3 KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ALLOY ROD
 DR8648'DRIVEN TO REFUSAL AT A DEPTH OF 15.2 FT (4.6 M) WITH A 6-INCH (15 CM)
 DR8648'(FLDEP) LOGO CAP RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND
 DR8648'AND 0.4 FT (12 CM) ABOVE THE LEVEL OF GEORGETOWN LANDING ROAD, THE
 DR8648'DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE (FLDEP)
 DR8648'LOGO CAP.
 DR8648'
 DR8648'LOCATED 101.0 FT (30.8 M) SOUTH-SOUTHWEST OF A FLAG POLE, 32.2 FT (9.8
 DR8648'M) NORTHWEST OF A UTILITY POLE WITH A TRANSFORMER AND STREET LIGHT
 DR8648'ATTACHED, 20.5 FT (6.2 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DR8648'THE DRIVEWAY ENTRANCE TO IDLE AWHILE RESORT AND 17.2 FT (5.2 M)
 DR8648'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF GEORGETOWN LANDING ROAD.
 DR8648'
 DR8648'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR8648'
 DR8648'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8648'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8650 ***********************************************************************
 DR8650  DESIGNATION -  872 0877 B
 DR8650  PID         -  DR8650
 DR8650  STATE/COUNTY-  FL/PUTNAM
 DR8650  COUNTRY     -  US
 DR8650  USGS QUAD   -  WELAKA (2018)
 DR8650
 DR8650                         *CURRENT SURVEY CONTROL
 DR8650  ______________________________________________________________________
 DR8650* NAD 83(1986) POSITION- 29 23 30.48   (N) 081 38 22.53   (W)   HD_HELD1
 DR8650* NAVD 88 ORTHO HEIGHT -     6.829 (meters)       22.40  (feet) ADJUSTED
 DR8650  ______________________________________________________________________
 DR8650  GEOID HEIGHT    -        -28.393 (meters)                     GEOID18
 DR8650  DYNAMIC HEIGHT  -          6.820 (meters)       22.38  (feet) COMP
 DR8650  MODELED GRAVITY -    979,268.7   (mgal)                       NAVD 88
 DR8650
 DR8650  VERT ORDER      -  SECOND    CLASS I
 DR8650
 DR8650.The horizontal coordinates were determined by differentially corrected
 DR8650.hand held GPS observations or other comparable positioning techniques
 DR8650.and have an estimated accuracy of +/- 3 meters.
 DR8650
 DR8650.The orthometric height was determined by differential leveling and
 DR8650.adjusted by the NATIONAL GEODETIC SURVEY
 DR8650.in March 2023.
 DR8650
 DR8650.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8650.GEOID18 height accuracy estimate available here.
 DR8650
 DR8650.Click photographs - Photos may exist for this station.
 DR8650
 DR8650.The dynamic height is computed by dividing the NAVD 88
 DR8650.geopotential number by the normal gravity value computed on the
 DR8650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8650.degrees latitude (g = 980.6199 gals.).
 DR8650
 DR8650.The modeled gravity was interpolated from observed gravity values.
 DR8650
 DR8650;                    North         East    Units  Estimated Accuracy
 DR8650;SPC FL E     -   560,624.3     137,918.3     MT  (+/- 3 meters HH1 GPS) 
 DR8650
 DR8650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3793951564(NAD 83)
 DR8650
 DR8650                          SUPERSEDED SURVEY CONTROL
 DR8650
 DR8650.No superseded survey control is available for this station.
 DR8650
 DR8650_MARKER: F = FLANGE-ENCASED ROD
 DR8650_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8650_STAMPING: 0877 B 2022
 DR8650_MARK LOGO: FLDEP
 DR8650_PROJECTION: RECESSED 8 CENTIMETERS
 DR8650_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8650_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8650+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2022
 DR8650_ROD/PIPE-DEPTH: 12.5 meters
 DR8650
 DR8650  HISTORY     - Date     Condition        Report By
 DR8650  HISTORY     - 20221026 MONUMENTED       FLDEP
 DR8650
 DR8650                          STATION DESCRIPTION
 DR8650
 DR8650'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8650'THE MARK IS ABOUT 6.6 MI (10.6 KM) WEST-SOUTHWEST OF CRESCENT CITY
 DR8650'STATION, 6.4 MI (10.3 KM) EAST-NORTHEAST OF SALT SPRINGS, 6.3 MI (10.1
 DR8650'KM) SOUTH-SOUTHEAST OF WELAKA, IN SECTION 37, TOWNSHIP 13 SOUTH, RANGE
 DR8650'26 EAST.
 DR8650'
 DR8650'TO REACH THE MARK FROM THE POST OFFICE IN GEORGETOWN, GO
 DR8650'WEST-NORTHWEST ON COUNTY ROAD 309 FOR 300.0 FT (91.4 M) WHERE COUNTY
 DR8650'ROAD 309 TURNS AND GOES NORTH-NORTHEAST FOR 400.0 FT (121.9 M) WHERE
 DR8650'COUNTY ROAD 309 TURNS AGAIN AND GOES WEST-NORTHWEST.  CONTINUE
 DR8650'WEST-NORTHWEST ON COUNTY ROAD 3O9 FOR 500.0 FT (152.4 M) TO THE MARK
 DR8650'ON THE LEFT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DR8650'41.1 FT (12.5 M) WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.3
 DR8650'FT (9 CM) BELOW THE LEVEL OF THE GROUND AND 2.0 FT (0.6 M) ABOVE THE
 DR8650'LEVEL OF COUNTY ROAD 309, THE DATUM POINT IS RECESSED 0.5 FT (15 CM)
 DR8650'BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR8650'
 DR8650'LOCATED 131.0 FT (39.9 M) EAST OF THE GEORGETOWN RIVER FRONT PARK
 DR8650'SIGN, 33.2 FT (10.1 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DR8650'COUNTY ROAD 309, 22.8 FT (6.9 M) NORTHWEST OF UTILITY POLE 714637 F
 DR8650'5050, 19.8 FT (6.0 M) NORTH OF THE GUIDE WIRE FOR A UTILITY POLE AND
 DR8650'15.2 FT (4.6 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DR8650'GEORGETOWN RIVER FRONT PARK.
 DR8650'
 DR8650'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR8650'
 DR8650'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8650'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8647 ***********************************************************************
 DR8647  DESIGNATION -  872 0877 C
 DR8647  PID         -  DR8647
 DR8647  STATE/COUNTY-  FL/PUTNAM
 DR8647  COUNTRY     -  US
 DR8647  USGS QUAD   -  WELAKA (2018)
 DR8647
 DR8647                         *CURRENT SURVEY CONTROL
 DR8647  ______________________________________________________________________
 DR8647* NAD 83(1986) POSITION- 29 23 17.08   (N) 081 38 07.94   (W)   HD_HELD1
 DR8647* NAVD 88 ORTHO HEIGHT -     5.845 (meters)       19.18  (feet) ADJUSTED
 DR8647  ______________________________________________________________________
 DR8647  GEOID HEIGHT    -        -28.392 (meters)                     GEOID18
 DR8647  DYNAMIC HEIGHT  -          5.837 (meters)       19.15  (feet) COMP
 DR8647  MODELED GRAVITY -    979,268.9   (mgal)                       NAVD 88
 DR8647
 DR8647  VERT ORDER      -  SECOND    CLASS I
 DR8647
 DR8647.The horizontal coordinates were determined by differentially corrected
 DR8647.hand held GPS observations or other comparable positioning techniques
 DR8647.and have an estimated accuracy of +/- 3 meters.
 DR8647
 DR8647.The orthometric height was determined by differential leveling and
 DR8647.adjusted by the NATIONAL GEODETIC SURVEY
 DR8647.in March 2023.
 DR8647
 DR8647.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8647.GEOID18 height accuracy estimate available here.
 DR8647
 DR8647.Click photographs - Photos may exist for this station.
 DR8647
 DR8647.The dynamic height is computed by dividing the NAVD 88
 DR8647.geopotential number by the normal gravity value computed on the
 DR8647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8647.degrees latitude (g = 980.6199 gals.).
 DR8647
 DR8647.The modeled gravity was interpolated from observed gravity values.
 DR8647
 DR8647;                    North         East    Units  Estimated Accuracy
 DR8647;SPC FL E     -   560,209.6     138,309.5     MT  (+/- 3 meters HH1 GPS) 
 DR8647
 DR8647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3833051150(NAD 83)
 DR8647
 DR8647                          SUPERSEDED SURVEY CONTROL
 DR8647
 DR8647.No superseded survey control is available for this station.
 DR8647
 DR8647_MARKER: F = FLANGE-ENCASED ROD
 DR8647_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8647_STAMPING: 0877 C 2022
 DR8647_MARK LOGO: FLDEP
 DR8647_PROJECTION: RECESSED 5 CENTIMETERS
 DR8647_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8647+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2022
 DR8647_ROD/PIPE-DEPTH: 9.6 meters
 DR8647
 DR8647  HISTORY     - Date     Condition        Report By
 DR8647  HISTORY     - 20221026 MONUMENTED       FLDEP
 DR8647
 DR8647                          STATION DESCRIPTION
 DR8647
 DR8647'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8647'THE MARK IS ABOUT 6.6 MI (10.6 KM) SOUTH-SOUTHEAST OF WELAKA, 6.5 MI
 DR8647'(10.5 KM) EAST-NORTHEAST OF SALT SPRINGS, 6.4 MI (10.3 KM)
 DR8647'WEST-SOUTHWEST OF CRESCENT CITY STATION, IN SECTION 41, TOWNSHIP 13
 DR8647'SOUTH, RANGE 26 EAST.
 DR8647'
 DR8647'TO REACH THE MARK FROM THE U.S. POST OFFICE IN GEORGETOWN, GO
 DR8647'SOUTHEASTERLY ON COUNTY ROAD 309 FOR 0.2 MI (0.3 KM) TO THE MARK ON
 DR8647'THE RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 31.5
 DR8647'FT (9.6 M) WITH A (FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE
 DR8647'LEVEL OF THE GROUND AND 0.3 FT (9 CM) ABOVE THE LEVEL OF COUNTY ROAD
 DR8647'309, THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE
 DR8647'(FLDEP) LOGO CAP.
 DR8647'
 DR8647'LOCATED 103.6 FT (31.6 M) SOUTHEAST OF UTILITY POLE 714646 F2 50,
 DR8647'100.3 FT (30.6 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF A
 DR8647'DRIVEWAY AND 25.9 FT (7.9 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DR8647'OF COUNTY ROAD 309.
 DR8647'
 DR8647'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR8647'
 DR8647'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8647'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8651 ***********************************************************************
 DR8651  DESIGNATION -  872 0877 D
 DR8651  PID         -  DR8651
 DR8651  STATE/COUNTY-  FL/PUTNAM
 DR8651  COUNTRY     -  US
 DR8651  USGS QUAD   -  WELAKA (2018)
 DR8651
 DR8651                         *CURRENT SURVEY CONTROL
 DR8651  ______________________________________________________________________
 DR8651* NAD 83(1986) POSITION- 29 23 48.26   (N) 081 38 08.85   (W)   HD_HELD1
 DR8651* NAVD 88 ORTHO HEIGHT -     7.944 (meters)       26.06  (feet) ADJUSTED
 DR8651  ______________________________________________________________________
 DR8651  GEOID HEIGHT    -        -28.397 (meters)                     GEOID18
 DR8651  DYNAMIC HEIGHT  -          7.933 (meters)       26.03  (feet) COMP
 DR8651  MODELED GRAVITY -    979,269.1   (mgal)                       NAVD 88
 DR8651
 DR8651  VERT ORDER      -  SECOND    CLASS I
 DR8651
 DR8651.The horizontal coordinates were determined by differentially corrected
 DR8651.hand held GPS observations or other comparable positioning techniques
 DR8651.and have an estimated accuracy of +/- 3 meters.
 DR8651
 DR8651.The orthometric height was determined by differential leveling and
 DR8651.adjusted by the NATIONAL GEODETIC SURVEY
 DR8651.in March 2023.
 DR8651
 DR8651.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8651.GEOID18 height accuracy estimate available here.
 DR8651
 DR8651.Click photographs - Photos may exist for this station.
 DR8651
 DR8651.The dynamic height is computed by dividing the NAVD 88
 DR8651.geopotential number by the normal gravity value computed on the
 DR8651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8651.degrees latitude (g = 980.6199 gals.).
 DR8651
 DR8651.The modeled gravity was interpolated from observed gravity values.
 DR8651
 DR8651;                    North         East    Units  Estimated Accuracy
 DR8651;SPC FL E     -   561,169.7     138,290.2     MT  (+/- 3 meters HH1 GPS) 
 DR8651
 DR8651_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3831152110(NAD 83)
 DR8651
 DR8651                          SUPERSEDED SURVEY CONTROL
 DR8651
 DR8651.No superseded survey control is available for this station.
 DR8651
 DR8651_MARKER: F = FLANGE-ENCASED ROD
 DR8651_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8651_STAMPING: 0877 D 2022
 DR8651_MARK LOGO: FLDEP
 DR8651_PROJECTION: RECESSED 5 CENTIMETERS
 DR8651_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8651+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2022
 DR8651_ROD/PIPE-DEPTH: 9.6 meters
 DR8651
 DR8651  HISTORY     - Date     Condition        Report By
 DR8651  HISTORY     - 20221026 MONUMENTED       FLDEP
 DR8651
 DR8651                          STATION DESCRIPTION
 DR8651
 DR8651'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8651'THE MARK IS ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF SALT SPRINGS, 6.3
 DR8651'MI (10.1 KM) WEST-SOUTHWEST OF CRESCENT CITY STATION, 6.1 MI (9.8 KM)
 DR8651'SOUTH-SOUTHEAST OF WELAKA, IN SECTION 41, TOWNSHIP 13 SOUTH, RANGE 26
 DR8651'EAST.     TO REACH THE MARK FROM THE U.S. POST OFFICE IN GEORGETOWN,
 DR8651'GO WEST-NORTHWEST FOR 300.0 FT (91.4 M) WHERE COUNTY ROAD 309 TURNS
 DR8651'AND GOES NORTH-NORTHEAST FOR 400.0 FT (121.9 M) THERE COUNTY ROAD 309
 DR8651'TURNS AND GOES WEST-NORTHWEST AND GEORGETOWN SHORTCUT ROAD BEGINS AND
 DR8651'GOES NORTH-NORTHEAST, GO STRAIGHT ON GEORGETOWN SHORTCUT ROAD FOR 0.4
 DR8651'MI (0.6 KM) AND THE MARK ON THE LEFT, AN ALUMINUM ALLOY ROD DRIVEN TO
 DR8651'REFUSAL AT A DEPTH OF 31.5 FT (9.6 M) WITH A 6-INCH (15 CM) (FLDEP)
 DR8651'LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.3
 DR8651'FT (9 CM) BELOW THE LEVEL OF GEORGETOWN SHORTCUT ROAD, THE DATUM POINT
 DR8651'IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR8651'
 DR8651'LOCATED 31.8 FT (9.7 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DR8651'GEORGETOWN SHORTCUT ROAD, 6.6 FT (2.0 M) NORTHEAST OF A CORNER POST
 DR8651'FOR A BARB WIRE FENCE AND 1.5 FT (0.5 M) SOUTHEAST OF A CARSONITE
 DR8651'WITNESS POST.
 DR8651'
 DR8651'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR8651'
 DR8651'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8651'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8652 ***********************************************************************
 DR8652  DESIGNATION -  872 0877 E
 DR8652  PID         -  DR8652
 DR8652  STATE/COUNTY-  FL/PUTNAM
 DR8652  COUNTRY     -  US
 DR8652  USGS QUAD   -  CRESCENT CITY (2018)
 DR8652
 DR8652                         *CURRENT SURVEY CONTROL
 DR8652  ______________________________________________________________________
 DR8652* NAD 83(1986) POSITION- 29 24 35.56   (N) 081 37 19.27   (W)   HD_HELD1
 DR8652* NAVD 88 ORTHO HEIGHT -    11.498 (meters)       37.72  (feet) ADJUSTED
 DR8652  ______________________________________________________________________
 DR8652  GEOID HEIGHT    -        -28.412 (meters)                     GEOID18
 DR8652  DYNAMIC HEIGHT  -         11.482 (meters)       37.67  (feet) COMP
 DR8652  MODELED GRAVITY -    979,270.5   (mgal)                       NAVD 88
 DR8652
 DR8652  VERT ORDER      -  SECOND    CLASS I
 DR8652
 DR8652.The horizontal coordinates were determined by differentially corrected
 DR8652.hand held GPS observations or other comparable positioning techniques
 DR8652.and have an estimated accuracy of +/- 3 meters.
 DR8652
 DR8652.The orthometric height was determined by differential leveling and
 DR8652.adjusted by the NATIONAL GEODETIC SURVEY
 DR8652.in March 2023.
 DR8652
 DR8652.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8652.GEOID18 height accuracy estimate available here.
 DR8652
 DR8652.Click photographs - Photos may exist for this station.
 DR8652
 DR8652.The dynamic height is computed by dividing the NAVD 88
 DR8652.geopotential number by the normal gravity value computed on the
 DR8652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8652.degrees latitude (g = 980.6199 gals.).
 DR8652
 DR8652.The modeled gravity was interpolated from observed gravity values.
 DR8652
 DR8652;                    North         East    Units  Estimated Accuracy
 DR8652;SPC FL E     -   562,618.8     139,634.7     MT  (+/- 3 meters HH1 GPS) 
 DR8652
 DR8652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3965553558(NAD 83)
 DR8652
 DR8652                          SUPERSEDED SURVEY CONTROL
 DR8652
 DR8652.No superseded survey control is available for this station.
 DR8652
 DR8652_MARKER: F = FLANGE-ENCASED ROD
 DR8652_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8652_STAMPING: 0877 E 2022
 DR8652_MARK LOGO: FLDEP
 DR8652_PROJECTION: RECESSED 8 CENTIMETERS
 DR8652_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8652_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8652+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2022
 DR8652_ROD/PIPE-DEPTH: 15.7 meters
 DR8652
 DR8652  HISTORY     - Date     Condition        Report By
 DR8652  HISTORY     - 20221026 MONUMENTED       FLDEP
 DR8652
 DR8652                          STATION DESCRIPTION
 DR8652
 DR8652'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8652'THE MARK IS ABOUT 6.8 MI (10.9 KM) WEST-SOUTHWEST OF CRESCENT CITY,
 DR8652'5.6 MI (9.0 KM) SOUTH-SOUTHEAST OF WELAKA, 5.4 MI (8.7 KM) WEST OF
 DR8652'CRESCENT CITY STATION, IN SECTION 36, TOWNSHIP 12 SOUTH, RANGE 26
 DR8652'EAST.
 DR8652'
 DR8652'TO REACH THE MARK FROM THE U.S. POST OFFICE IN GEORGETOWN, GO
 DR8652'WEST-NORTHWEST ON COUNTY ROAD 309 FOR 300.0 FT (91.4 M) WHERE COUNTY
 DR8652'ROAD 309 TURNS AND GOES NORTH-NORTHEAST FOR 400.0 FT (121.9 M) THERE
 DR8652'COUNTY ROAD 309 TURNS AND GOES WEST-NORTHWEST AND GEORGETOWN SHORTCUT
 DR8652'ROAD BEGINS, GO STRAIGHT ON GEORGETOWN SHORTCUT ROAD FOR 1.6 MI (2.6
 DR8652'KM) TO THE MARK ON THE RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL
 DR8652'AT A DEPTH OF 51.4 FT (15.7 M) WITH A (FLDEP) LOGO CAP RECESSED 0.3 FT
 DR8652'(9 CM) BELOW THE LEVEL OF THE GROUND AND 0.3 FT (9 CM) BELOW THE LEVEL
 DR8652'OF GEORGETOWN SHORTCUT ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12
 DR8652'CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR8652'
 DR8652'LOCATED 139.9 FT (42.6 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A
 DR8652'DRIVEWAY, 120.6 FT (36.8 M) NORTHEAST OF UTILITY POLE 724704 F 5150,
 DR8652'33.3 FT (10.1 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF GEORGETOWN
 DR8652'SHORTCUT ROAD AND 9.7 FT (3.0 M) NORTHWEST OF A CARSONITE WITNESS
 DR8652'POST.
 DR8652'
 DR8652'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR8652'
 DR8652'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8652'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1536 ***********************************************************************
 AQ1536  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1536  DESIGNATION -  872 0877 TIDAL 3
 AQ1536  PID         -  AQ1536
 AQ1536  STATE/COUNTY-  FL/PUTNAM
 AQ1536  COUNTRY     -  US
 AQ1536  USGS QUAD   -  WELAKA (2018)
 AQ1536
 AQ1536                         *CURRENT SURVEY CONTROL
 AQ1536  ______________________________________________________________________
 AQ1536* NAD 83(2011) POSITION- 29 23 19.12197(N) 081 38 24.72955(W)   ADJUSTED
 AQ1536* NAD 83(2011) ELLIP HT-   -24.475 (meters)        (06/27/12)   ADJUSTED
 AQ1536* NAD 83(2011) EPOCH   -  2010.00
 AQ1536* NAVD 88 ORTHO HEIGHT -     3.949 (meters)       12.96  (feet) ADJUSTED
 AQ1536  ______________________________________________________________________
 AQ1536  GEOID HEIGHT    -        -28.390 (meters)                     GEOID18
 AQ1536  NAD 83(2011) X  -    808,624.455 (meters)                     COMP
 AQ1536  NAD 83(2011) Y  - -5,502,708.651 (meters)                     COMP
 AQ1536  NAD 83(2011) Z  -  3,111,494.076 (meters)                     COMP
 AQ1536  LAPLACE CORR    -         -0.50  (seconds)                    DEFLEC18
 AQ1536  DYNAMIC HEIGHT  -          3.943 (meters)       12.94  (feet) COMP
 AQ1536  MODELED GRAVITY -    979,268.6   (mgal)                       NAVD 88
 AQ1536
 AQ1536  VERT ORDER      -  SECOND    CLASS I
 AQ1536
 AQ1536  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ1536  Standards:
 AQ1536         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ1536            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ1536  -------------------------------------------------------------------
 AQ1536  NETWORK    1.84   2.18           0.71   0.79   1.11     -0.09399667
 AQ1536  -------------------------------------------------------------------
 AQ1536  Click here for local accuracies and other accuracy information.
 AQ1536
 AQ1536.The horizontal coordinates were established by GPS observations
 AQ1536.and adjusted by the National Geodetic Survey in June 2012.
 AQ1536
 AQ1536.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ1536.been affixed to the stable North American tectonic plate. See 
 AQ1536.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ1536
 AQ1536.The horizontal coordinates are valid at the epoch date displayed above
 AQ1536.which is a decimal equivalence of Year/Month/Day.
 AQ1536
 AQ1536.The orthometric height was determined by differential leveling and
 AQ1536.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1536.in June 1991.
 AQ1536
 AQ1536.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1536.GEOID18 height accuracy estimate available here.
 AQ1536
 AQ1536.This Tidal Bench Mark is designated as VM 10759
 AQ1536.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1536
 AQ1536.Click photographs - Photos may exist for this station.
 AQ1536
 AQ1536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ1536
 AQ1536.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ1536
 AQ1536.The ellipsoidal height was determined by GPS observations
 AQ1536.and is referenced to NAD 83.
 AQ1536
 AQ1536.The dynamic height is computed by dividing the NAVD 88
 AQ1536.geopotential number by the normal gravity value computed on the
 AQ1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1536.degrees latitude (g = 980.6199 gals.).
 AQ1536
 AQ1536.The modeled gravity was interpolated from observed gravity values.
 AQ1536
 AQ1536. The following values were computed from the NAD 83(2011) position.
 AQ1536
 AQ1536;                    North         East     Units Scale Factor Converg.
 AQ1536;SPC FL E     -   560,274.901   137,857.111   MT  0.99998881   -0 18 51.0
 AQ1536;SPC FL E     - 1,838,168.57    452,286.21   sFT  0.99998881   -0 18 51.0
 AQ1536;UTM  17      - 3,251,215.719   437,878.314   MT  0.99964762   -0 18 51.0
 AQ1536
 AQ1536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ1536!SPC FL E     -   1.00000384  x   0.99998881  =   0.99999265
 AQ1536!UTM  17      -   1.00000384  x   0.99964762  =   0.99965146
 AQ1536
 AQ1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3787851215(NAD 83)
 AQ1536
 AQ1536                          SUPERSEDED SURVEY CONTROL
 AQ1536
 AQ1536  NAD 83(2007)-  29 23 19.12166(N)    081 38 24.73032(W) AD(2002.00) 0
 AQ1536  ELLIP H (02/10/07)  -24.438  (m)                       GP(2002.00)    
 AQ1536  NAD 83(1999)-  29 23 19.12199(N)    081 38 24.73029(W) AD(       ) 1
 AQ1536  ELLIP H (06/19/01)  -24.466  (m)                       GP(       ) 4 1
 AQ1536  NAD 83(1990)-  29 23 19.12004(N)    081 38 24.73022(W) AD(       ) 1
 AQ1536  ELLIP H (09/22/95)  -24.435  (m)                       GP(       ) 3 2
 AQ1536  NAVD 88               3.95   (m)           13.0    (f) LEVELING    3  
 AQ1536  NGVD 29 (09/01/92)    4.235  (m)           13.89   (f) ADJUSTED    2 1
 AQ1536
 AQ1536.Superseded values are not recommended for survey control.
 AQ1536
 AQ1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1536.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1536
 AQ1536_MARKER: DB = BENCH MARK DISK
 AQ1536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1536_STAMPING: NO 3 1934
 AQ1536_MARK LOGO: CGS
 AQ1536_PROJECTION: PROJECTING 15 CENTIMETERS
 AQ1536_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1536+STABILITY: SURFACE MOTION
 AQ1536_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1536+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2022
 AQ1536
 AQ1536  HISTORY     - Date     Condition        Report By
 AQ1536  HISTORY     - 1934     MONUMENTED       CGS
 AQ1536  HISTORY     - 1975     GOOD             FLDNR
 AQ1536  HISTORY     - 1985     GOOD             FLDNR
 AQ1536  HISTORY     - 19931212 GOOD             FLDEP
 AQ1536  HISTORY     - 19950227 GOOD             KEISCH
 AQ1536  HISTORY     - 20020808 GOOD             FLDEP
 AQ1536  HISTORY     - 20221226 GOOD             FLDEP
 AQ1536
 AQ1536                          STATION DESCRIPTION
 AQ1536
 AQ1536'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1536'AT GEORGETOWN.
 AQ1536'BENCH MARK 3 (1934) IS A STANDARD DISK, STAMPED NO 3 1934, SET
 AQ1536'IN TOP OF CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND,
 AQ1536'ABOUT 40 FEET NORTHWEST OF CENTER LINE OF HIGHWAY LEADING TO
 AQ1536'RIVER AND DOCK, ABOUT 475 FEET ALONG HIGHWAY FROM HIGH WATER
 AQ1536'LINE OF RIVER, AND IN FRONT YARD OF DWELLING HOUSE.  THE MARK
 AQ1536'IS APPROXIMATELY 800 FEET SSW OF THE GEORGETOWN POST OFFICE.
 AQ1536
 AQ1536                          STATION RECOVERY (1985)
 AQ1536
 AQ1536'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1536'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 AQ1536'0.15 MILE SOUTHWEST OF THE JUNCTION OF COUNTY ROAD C-309 (LEADING
 AQ1536'SOUTHEAST) WITH THE GEORGETOWN CUTOFF ROAD, ABOUT 475 FEET NORTHEAST
 AQ1536'ALONG THE GEORGETOWN CUTOFF ROAD FROM THE ST. JOHNS RIVER, 30 FEET
 AQ1536'NORTHWEST OF THE CENTERLINE OF THE ROAD, 27 FEET NORTHEAST OF A POWER
 AQ1536'POLE WITH A TRANSFORMER, 7 FEET SOUTH OF A 20-INCH DIAMETER PINE
 AQ1536'TREE, AND 1 FOOT SOUTHEAST OF A WITNESS POST.
 AQ1536
 AQ1536                          STATION RECOVERY (1993)
 AQ1536
 AQ1536'RECOVERY NOTE BY FL DEPT OF ENV PRO 1993 (PBM)
 AQ1536'THE MARK IS IN GEORGETOWN ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF WELAKA,
 AQ1536'3.0 MI (4.8 KM) SOUTH OF FRUITLAND IN PUTNAM COUNTY, SECTION 41
 AQ1536'TOWNSHIP 13 SOUTH, RANGE 26 EAST. TO REACH THE MARK FROM THE JUNCTION
 AQ1536'OF COUNTY ROADS C-309 (THIRD AVENUE) AND C-308B (ELM STREET) IN
 AQ1536'WELAKA, GO SOUTHEASTERLY ON COUNTY ROAD C-309 FOR 6.85 MI (11.02 KM)
 AQ1536'TO THE T JUNCTION OF C-309 AND GEORGETOWN SHORT CUT ROAD, TURN RIGHT
 AQ1536'CONTINUE SOUTH ON C-309 FOR 0.05 MI (0.08 KM) TO T JUNCTION OF C-309
 AQ1536'AND GEORGETOWN LANDING ROAD (A DEAD END ROAD LEADING SOUTH), GO SOUTH
 AQ1536'ON GEORGETOWN LANDING ROAD FOR 0.15 MI (0.24 KM) TO THE MARK ON THE
 AQ1536'RIGHT. LOCATED 32.0 FT (9.8 M) NORTHWEST OF THE APPROXIMATE CENTER OF
 AQ1536'GEORGETOWN LANDING ROAD, 28.8 FT (8.8 M) NORTH-NORTHEAST OF A POWER
 AQ1536'POLE WITH A GUY WIRE, 28.0 FT (8.5 M) SOUTH-SOUTHWEST OF A DRIVEWAY,
 AQ1536'10.3 FT (3.1 M) SOUTHEAST OF A 30 INCH PINE TREE AND 0.6 FT (18.3 CM)
 AQ1536'ABOVE THE LEVEL OF THE GROUND.
 AQ1536
 AQ1536                          STATION RECOVERY (1995)
 AQ1536
 AQ1536'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1995 (RTS)
 AQ1536'RECOVERED AS DESCRIBED.
 AQ1536
 AQ1536                          STATION RECOVERY (2002)
 AQ1536
 AQ1536'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AQ1536'RECOVERED AS DESCRIBED.
 AQ1536
 AQ1536                          STATION RECOVERY (2022)
 AQ1536
 AQ1536'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 AQ1536'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2576 ***********************************************************************
 AQ2576  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2576  DESIGNATION -  872 0877 TIDAL 6
 AQ2576  PID         -  AQ2576
 AQ2576  STATE/COUNTY-  FL/PUTNAM
 AQ2576  COUNTRY     -  US
 AQ2576  USGS QUAD   -  WELAKA (2018)
 AQ2576
 AQ2576                         *CURRENT SURVEY CONTROL
 AQ2576  ______________________________________________________________________
 AQ2576* NAD 83(1986) POSITION- 29 23 26.9    (N) 081 38 21.1    (W)   HD_HELD2
 AQ2576* NAVD 88 ORTHO HEIGHT -     6.960 (meters)       22.83  (feet) ADJUSTED
 AQ2576  ______________________________________________________________________
 AQ2576  GEOID HEIGHT    -        -28.392 (meters)                     GEOID18
 AQ2576  DYNAMIC HEIGHT  -          6.950 (meters)       22.80  (feet) COMP
 AQ2576  MODELED GRAVITY -    979,268.7   (mgal)                       NAVD 88
 AQ2576
 AQ2576  VERT ORDER      -  SECOND    CLASS I
 AQ2576
 AQ2576.The horizontal coordinates were established by autonomous hand held GPS
 AQ2576.observations and have an estimated accuracy of +/- 10 meters.
 AQ2576
 AQ2576.The orthometric height was determined by differential leveling and
 AQ2576.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2576.in March 2023.
 AQ2576
 AQ2576.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2576.GEOID18 height accuracy estimate available here.
 AQ2576
 AQ2576.This Tidal Bench Mark is designated as VM 10760
 AQ2576.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2576
 AQ2576.Click photographs - Photos may exist for this station.
 AQ2576
 AQ2576.The dynamic height is computed by dividing the NAVD 88
 AQ2576.geopotential number by the normal gravity value computed on the
 AQ2576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2576.degrees latitude (g = 980.6199 gals.).
 AQ2576
 AQ2576.The modeled gravity was interpolated from observed gravity values.
 AQ2576
 AQ2576;                    North         East    Units  Estimated Accuracy
 AQ2576;SPC FL E     -   560,514.      137,956.      MT  (+/- 10 meters HH2 GPS)
 AQ2576
 AQ2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3797751454(NAD 83)
 AQ2576
 AQ2576                          SUPERSEDED SURVEY CONTROL
 AQ2576
 AQ2576  NAVD 88 (08/04/04)    6.969  (m)           22.86   (f) SUPERSEDED  2 1
 AQ2576  NAVD 88 (06/15/91)    6.965  (m)           22.85   (f) SUPERSEDED  2 1
 AQ2576  NGVD 29 (09/01/92)    7.250  (m)           23.79   (f) ADJUSTED    2 1
 AQ2576
 AQ2576.Superseded values are not recommended for survey control.
 AQ2576
 AQ2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2576.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2576
 AQ2576_MARKER: DJ = TIDAL STATION DISK
 AQ2576_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AQ2576_SP_SET: BUILDING
 AQ2576_STAMPING: 6 1973
 AQ2576_MARK LOGO: NOS
 AQ2576_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2576+STABILITY: SURFACE MOTION
 AQ2576_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2576+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2022
 AQ2576
 AQ2576  HISTORY     - Date     Condition        Report By
 AQ2576  HISTORY     - 1973     MONUMENTED       NOS
 AQ2576  HISTORY     - 1985     GOOD             FLDNR
 AQ2576  HISTORY     - 20020808 GOOD             FLDEP
 AQ2576  HISTORY     - 20221226 GOOD             FLDEP
 AQ2576
 AQ2576                          STATION DESCRIPTION
 AQ2576
 AQ2576'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2576'IN GEORGETOWN.
 AQ2576'THE MARK IS AT THE OLD POST OFFICE (NOW A GIFT SHOP), NORTHWEST OF
 AQ2576'THE JUNCTION OF COUNTY ROAD C-309 (LEADING SOUTHEAST) WITH THE
 AQ2576'GEORGETOWN CUTOFF ROAD, AND IS SET VERTICALLY IN THE FRONT EAST FACE
 AQ2576'OF THE BUILDING AT THE SOUTHEAST CORNER.
 AQ2576'THE MARK IS 2 FT ABOVE GROUND.
 AQ2576
 AQ2576                          STATION RECOVERY (2002)
 AQ2576
 AQ2576'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AQ2576'RECOVERED AS DESCRIBED.
 AQ2576
 AQ2576                          STATION RECOVERY (2022)
 AQ2576
 AQ2576'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 AQ2576'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1537 ***********************************************************************
 AQ1537  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1537  DESIGNATION -  872 0877 TIDAL 7
 AQ1537  PID         -  AQ1537
 AQ1537  STATE/COUNTY-  FL/PUTNAM
 AQ1537  COUNTRY     -  US
 AQ1537  USGS QUAD   -  WELAKA (2018)
 AQ1537
 AQ1537                         *CURRENT SURVEY CONTROL
 AQ1537  ______________________________________________________________________
 AQ1537* NAD 83(1986) POSITION- 29 23 13.     (N) 081 38 23.     (W)   SCALED
 AQ1537* NAVD 88 ORTHO HEIGHT -     0.826 (meters)        2.71  (feet) ADJUSTED
 AQ1537  ______________________________________________________________________
 AQ1537  GEOID HEIGHT    -        -28.389 (meters)                     GEOID18
 AQ1537  DYNAMIC HEIGHT  -          0.825 (meters)        2.71  (feet) COMP
 AQ1537  MODELED GRAVITY -    979,268.5   (mgal)                       NAVD 88
 AQ1537
 AQ1537  VERT ORDER      -  SECOND    CLASS I
 AQ1537
 AQ1537.The horizontal coordinates were scaled from a map and have
 AQ1537.an estimated accuracy of +/- 6 seconds.
 AQ1537
 AQ1537.The orthometric height was determined by differential leveling and
 AQ1537.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1537.in August 2004.
 AQ1537
 AQ1537.No vertical observational check was made to the station.
 AQ1537
 AQ1537.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1537.GEOID18 height accuracy estimate available here.
 AQ1537
 AQ1537.This Tidal Bench Mark is designated as VM 10761
 AQ1537.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1537
 AQ1537.Click photographs - Photos may exist for this station.
 AQ1537
 AQ1537.The dynamic height is computed by dividing the NAVD 88
 AQ1537.geopotential number by the normal gravity value computed on the
 AQ1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1537.degrees latitude (g = 980.6199 gals.).
 AQ1537
 AQ1537.The modeled gravity was interpolated from observed gravity values.
 AQ1537
 AQ1537;                    North         East    Units  Estimated Accuracy
 AQ1537;SPC FL E     -   560,090.      137,900.      MT  (+/- 180 meters Scaled)
 AQ1537
 AQ1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN379510(NAD 83)
 AQ1537
 AQ1537                          SUPERSEDED SURVEY CONTROL
 AQ1537
 AQ1537  NAVD 88 (06/15/91)    0.855  (m)            2.81   (f) SUPERSEDED  2 1
 AQ1537  NGVD 29 (09/01/92)    1.141  (m)            3.74   (f) ADJUSTED    2 1
 AQ1537
 AQ1537.Superseded values are not recommended for survey control.
 AQ1537
 AQ1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1537.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1537
 AQ1537_MARKER: DD = SURVEY DISK
 AQ1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1537_STAMPING: 7 1974
 AQ1537_MARK LOGO: NOS
 AQ1537_PROJECTION: RECESSED 20 CENTIMETERS
 AQ1537_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1537+STABILITY: SURFACE MOTION
 AQ1537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1537+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 AQ1537
 AQ1537  HISTORY     - Date     Condition        Report By
 AQ1537  HISTORY     - 1974     MONUMENTED       FLDNR
 AQ1537  HISTORY     - 1985     GOOD             FLDNR
 AQ1537  HISTORY     - 20020808 GOOD             FLDEP
 AQ1537  HISTORY     - 20221226 MARK NOT FOUND   FLDEP
 AQ1537
 AQ1537                          STATION DESCRIPTION
 AQ1537
 AQ1537'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ1537'0.2 MI S FROM GEORGETOWN.
 AQ1537'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AQ1537'JUNCTION OF COUNTY ROAD C-309 (LEADING SOUTHEAST) WITH THE GEORGETOWN
 AQ1537'CUTOFF, GO 0.15 MILE SOUTHEAST ALONG C-309 TO THE PINE COVE FISHING
 AQ1537'RESORT ON THE RIGHT AND THE MARK.  THE MARK IS AT THE SOUTH END OF
 AQ1537'THE DRIVE TO THE RESORT, 90 FEET EAST OF THE BOATPIER, 25 FEET NORTH
 AQ1537'OF THE SHORELINE OF THE ST. JOHNS RIVER, 60 FEET SOUTHEAST OF THE
 AQ1537'SOUTHEAST CORNER OF THE OLD OFFICE BUILDING, AND 10 FEET WEST OF A
 AQ1537'24-INCH DIAMETER CYPRESS TREE AT THE EDGE OF A SHALLOW DITCH.
 AQ1537
 AQ1537                          STATION RECOVERY (2002)
 AQ1537
 AQ1537'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AQ1537'RECOVERED IN GOOD CONDITION.
 AQ1537'
 AQ1537'NOTE THE 7 HAD BEEN GROUND OFF THE DISK.
 AQ1537
 AQ1537                          STATION RECOVERY (2022)
 AQ1537
 AQ1537'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 AQ1537'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1538 ***********************************************************************
 AQ1538  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1538  DESIGNATION -  872 0877 TIDAL 8
 AQ1538  PID         -  AQ1538
 AQ1538  STATE/COUNTY-  FL/PUTNAM
 AQ1538  COUNTRY     -  US
 AQ1538  USGS QUAD   -  WELAKA (2018)
 AQ1538
 AQ1538                         *CURRENT SURVEY CONTROL
 AQ1538  ______________________________________________________________________
 AQ1538* NAD 83(1986) POSITION- 29 23 19.     (N) 081 38 17.     (W)   SCALED
 AQ1538* NAVD 88 ORTHO HEIGHT -     3.995 (meters)       13.11  (feet) ADJUSTED
 AQ1538  ______________________________________________________________________
 AQ1538  GEOID HEIGHT    -        -28.391 (meters)                     GEOID18
 AQ1538  DYNAMIC HEIGHT  -          3.989 (meters)       13.09  (feet) COMP
 AQ1538  MODELED GRAVITY -    979,268.7   (mgal)                       NAVD 88
 AQ1538
 AQ1538  VERT ORDER      -  SECOND    CLASS I
 AQ1538
 AQ1538.The horizontal coordinates were scaled from a map and have
 AQ1538.an estimated accuracy of +/- 6 seconds.
 AQ1538
 AQ1538.The orthometric height was determined by differential leveling and
 AQ1538.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1538.in June 1991.
 AQ1538
 AQ1538.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1538.GEOID18 height accuracy estimate available here.
 AQ1538
 AQ1538.This Tidal Bench Mark is designated as VM 10762
 AQ1538.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1538
 AQ1538.Click photographs - Photos may exist for this station.
 AQ1538
 AQ1538.The dynamic height is computed by dividing the NAVD 88
 AQ1538.geopotential number by the normal gravity value computed on the
 AQ1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1538.degrees latitude (g = 980.6199 gals.).
 AQ1538
 AQ1538.The modeled gravity was interpolated from observed gravity values.
 AQ1538
 AQ1538;                    North         East    Units  Estimated Accuracy
 AQ1538;SPC FL E     -   560,270.      138,070.      MT  (+/- 180 meters Scaled)
 AQ1538
 AQ1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN380512(NAD 83)
 AQ1538
 AQ1538                          SUPERSEDED SURVEY CONTROL
 AQ1538
 AQ1538  NGVD 29 (09/01/92)    4.281  (m)           14.05   (f) ADJUSTED    2 1
 AQ1538
 AQ1538.Superseded values are not recommended for survey control.
 AQ1538
 AQ1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1538.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1538
 AQ1538_MARKER: DD = SURVEY DISK
 AQ1538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1538_STAMPING: 8 1975
 AQ1538_MARK LOGO: NOS
 AQ1538_PROJECTION: FLUSH
 AQ1538_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1538+STABILITY: SURFACE MOTION
 AQ1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1538+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2002
 AQ1538
 AQ1538  HISTORY     - Date     Condition        Report By
 AQ1538  HISTORY     - 1975     MONUMENTED       FLDNR
 AQ1538  HISTORY     - 1985     GOOD             FLDNR
 AQ1538  HISTORY     - 20020808 GOOD             FLDEP
 AQ1538  HISTORY     - 20221226 MARK NOT FOUND   FLDEP
 AQ1538
 AQ1538                          STATION DESCRIPTION
 AQ1538
 AQ1538'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1538'0.2 MI S FROM GEORGETOWN.
 AQ1538'THE BENCH MARK IS A STANDARD NOS DISK, STAMPED 8 1974, AT THE
 AQ1538'PINE COVE FISHING RESORT ABOUT 400 FEET NORTH OF RIVER, SET FLUSH
 AQ1538'IN TOP OF A ONE FOOT SQUARE CONCRETE MONUMENT, PROJECTING 4
 AQ1538'INCHES, ABOUT 17 FEET SOUTHWEST OF MAIN DIRT ROAD, 5 FEET
 AQ1538'NORTHEAST OF 4 FOOT DIAMETER FORKED OAK TREE, ABOUT 55 FEET
 AQ1538'SOUTHWEST AND ACROSS DIRT ROAD FROM SOUTHWEST CORNER OF METAL
 AQ1538'SHED, ABOUT 70 FEET NORTH OF PORCH ON NORTH SIDE OF SMALL HOUSE.
 AQ1538'TO REACH FROM THE GEORGETOWN POST OFFICE, GO SE 0.15 MILES ON
 AQ1538'SR 309, THEN PROCEED S ON A DIRT ROAD FOR ABOUT 600 FT.
 AQ1538
 AQ1538                          STATION RECOVERY (1985)
 AQ1538
 AQ1538'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1538'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AQ1538'JUNCTION OF COUNTY ROAD C-309 (LEADING SOUTHEAST) WITH THE GEORGETOWN
 AQ1538'CUTOFF ROAD, GO 0.15 MILE SOUTHEAST ALONG C-309 TO THE PINE COVE
 AQ1538'FISHING RESORT ON THE RIGHT AND THE MARK.  THE MARK BERARS ABOUT 400
 AQ1538'FEET NORTH OF THE ST. JOHNS RIVER, 17 FEET SOUTHWEST OF THE
 AQ1538'CENTERLINE OF THE DIRT DRIVEWAY, 0.15 MILE SOUTH OF THE HIGHWAY, 5
 AQ1538'FEET NORTHEAST OF A 4-FOOT DIAMETER TRI-TRUNKEDOAK TREE, 55 FEET
 AQ1538'SOUTHWEST OF, AND ACROSS THE DRIVE FROM, THE SOUTHWEST CORNER OF A
 AQ1538'METAL SHED, AND 70 FEET NORTH OF A PORCH ON THE NORTH SIDE OF A
 AQ1538'COTTAGE.
 AQ1538
 AQ1538                          STATION RECOVERY (2002)
 AQ1538
 AQ1538'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AQ1538'RECOVERED AS DESCRIBED.
 AQ1538
 AQ1538                          STATION RECOVERY (2022)
 AQ1538
 AQ1538'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 AQ1538'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1539 ***********************************************************************
 AQ1539  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1539  DESIGNATION -  872 0877 TIDAL 9
 AQ1539  PID         -  AQ1539
 AQ1539  STATE/COUNTY-  FL/PUTNAM
 AQ1539  COUNTRY     -  US
 AQ1539  USGS QUAD   -  WELAKA (2018)
 AQ1539
 AQ1539                         *CURRENT SURVEY CONTROL
 AQ1539  ______________________________________________________________________
 AQ1539* NAD 83(1986) POSITION- 29 23 19.38   (N) 081 38 13.39   (W)   HD_HELD1
 AQ1539* NAVD 88 ORTHO HEIGHT -     6.849 (meters)       22.47  (feet) ADJUSTED
 AQ1539  ______________________________________________________________________
 AQ1539  GEOID HEIGHT    -        -28.392 (meters)                     GEOID18
 AQ1539  DYNAMIC HEIGHT  -          6.840 (meters)       22.44  (feet) COMP
 AQ1539  MODELED GRAVITY -    979,268.9   (mgal)                       NAVD 88
 AQ1539
 AQ1539  VERT ORDER      -  SECOND    CLASS I
 AQ1539
 AQ1539.The horizontal coordinates were determined by differentially corrected
 AQ1539.hand held GPS observations or other comparable positioning techniques
 AQ1539.and have an estimated accuracy of +/- 3 meters.
 AQ1539
 AQ1539.The orthometric height was determined by differential leveling and
 AQ1539.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1539.in March 2023.
 AQ1539
 AQ1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1539.GEOID18 height accuracy estimate available here.
 AQ1539
 AQ1539.This Tidal Bench Mark is designated as VM 10763
 AQ1539.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1539
 AQ1539.Click photographs - Photos may exist for this station.
 AQ1539
 AQ1539.The dynamic height is computed by dividing the NAVD 88
 AQ1539.geopotential number by the normal gravity value computed on the
 AQ1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1539.degrees latitude (g = 980.6199 gals.).
 AQ1539
 AQ1539.The modeled gravity was interpolated from observed gravity values.
 AQ1539
 AQ1539;                    North         East    Units  Estimated Accuracy
 AQ1539;SPC FL E     -   560,281.2     138,162.9     MT  (+/- 3 meters HH1 GPS) 
 AQ1539
 AQ1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3818451221(NAD 83)
 AQ1539
 AQ1539                          SUPERSEDED SURVEY CONTROL
 AQ1539
 AQ1539  NAVD 88 (06/15/91)    6.862  (m)           22.51   (f) SUPERSEDED  2 1
 AQ1539  NGVD 29 (09/01/92)    7.148  (m)           23.45   (f) ADJUSTED    2 1
 AQ1539
 AQ1539.Superseded values are not recommended for survey control.
 AQ1539
 AQ1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1539.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1539
 AQ1539_MARKER: DJ = TIDAL STATION DISK
 AQ1539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1539_STAMPING: 9 1974
 AQ1539_MARK LOGO: NOS
 AQ1539_PROJECTION: PROJECTING 10 CENTIMETERS
 AQ1539_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1539+STABILITY: SURFACE MOTION
 AQ1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1539+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2022
 AQ1539
 AQ1539  HISTORY     - Date     Condition        Report By
 AQ1539  HISTORY     - 1974     MONUMENTED       NOS
 AQ1539  HISTORY     - 1975     GOOD             FLDNR
 AQ1539  HISTORY     - 1985     GOOD             FLDNR
 AQ1539  HISTORY     - 19931212 GOOD             FLDEP
 AQ1539  HISTORY     - 20020808 GOOD             FLDEP
 AQ1539  HISTORY     - 20221226 GOOD             FLDEP
 AQ1539
 AQ1539                          STATION DESCRIPTION
 AQ1539
 AQ1539'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1539'0.2 MI SE FROM GEORGETOWN.
 AQ1539'THE BENCH MARK IS A STANDARD NOS DISK, STAMPED 9 1974, ON THE
 AQ1539'SOUTH SIDE OF THE EAST-WEST BLACKTOP HIGHWAY, ABOUT 0.15 MILE
 AQ1539'SOUTHEAST OF THE POST OFFICE, SET FLUSH IN TOP OF A 1 FOOT
 AQ1539'SQUARE CONCRETE MONUMENT, PROJECTING 4 INCHES, ABOUT 30 FEET
 AQ1539'SOUTH OF CENTERLINE OF HIGHWAY, BETWEEN THE ENTRANCE TO PINE
 AQ1539'COVE FISHING RESORT AND ENTRANCE ROAD TO DRAYTON ISLAND FERRY,
 AQ1539'4 FEET EAST OF POWER LINE POLE.
 AQ1539
 AQ1539                          STATION RECOVERY (1985)
 AQ1539
 AQ1539'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1539'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AQ1539'JUNCTION OF COUNTY ROAD C-309 (LEADING SOUTHEAST) WITH THE GEORGETOWN
 AQ1539'CUTOFF ROAD, GO 0.15 MILE SOUTHEAST ALONG C-309 TO THE PINE COVE
 AQ1539'FISHING RESORT ON THE RIGHT AND THE MARK.  THE MARK BEARS 30 FEET
 AQ1539'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 4 FEET EAST OF A POWER POLE,
 AQ1539'AND IS BETWEEN THE DRIVE TO THE FISHING RESORT AND THE DRAYTON ISLAND
 AQ1539'FERRY ROAD.  THE MARK IS 1 FOOT NORTH OF A WITNESS POST.
 AQ1539'THE MARK IS 1 FT BELOW HIGHWAY.
 AQ1539
 AQ1539                          STATION RECOVERY (1993)
 AQ1539
 AQ1539'RECOVERY NOTE BY FL DEPT OF ENV PRO 1993 (PBM)
 AQ1539'THE MARK IS IN GEORGETOWN ABOUT 8.0 MI (12.9 KM) SOUTHEAST OF WELAKA,
 AQ1539'3.0 MI (4.8 KM) SOUTH OF FRUITLAND IN PUTNAM COUNTY, SECTION 41
 AQ1539'TOWNSHIP 13 SOUTH RANGE 26 EAST.
 AQ1539'
 AQ1539'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROADS C-309 (THIRD
 AQ1539'AVENUE) AND C-308B (ELM STREET) IN WELAKA, GO SOUTHEASTERLY ON COUNTY
 AQ1539'ROAD C-309 FOR 6.85 MI (11.02 KM) TO THE T JUNCTION OF C-309 AND
 AQ1539'GEORGETOWN SHORT CUT ROAD, TURN RIGHT CONTINUE SOUTH ON C-309 FOR 0.05
 AQ1539'MI (0.08 KM) TO JUNCTION OF C-309 AND GEORGETOWN LANDING ROAD (A DEAD
 AQ1539'END ROAD LEADING SOUTH), TURN LEFT CONTINUE EAST ON C-309 FOR 0.2 MI
 AQ1539'(0.3 KM) TO DRAYTON ISLAND FERRY ROAD AND THE MARK ON THE RIGHT.
 AQ1539'
 AQ1539'THE MARK IS LOCATED 100.0 FT (30.5 M) WEST OF THE APPROXIMATE CENTER
 AQ1539'OF DRAYTON ISLAND FERRY ROAD, 32.0 FT (9.8 M) SOUTH OF THE CENTERLINE
 AQ1539'OF C-309, 3.0 FT (0.9 M) EAST OF A POWER POLE WITH A TRANSFORMER AND
 AQ1539'TWO GUY WIRE AND 0.3 FT (9.1 CM) ABOVE THE LEVEL OF THE GROUND.
 AQ1539
 AQ1539                          STATION RECOVERY (2002)
 AQ1539
 AQ1539'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AQ1539'RECOVERED AS DESCRIBED.
 AQ1539
 AQ1539                          STATION RECOVERY (2022)
 AQ1539
 AQ1539'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 AQ1539'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1740 ***********************************************************************
 AQ1740  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1740  DESIGNATION -  872 0954 A
 AQ1740  PID         -  AQ1740
 AQ1740  STATE/COUNTY-  FL/VOLUSIA
 AQ1740  COUNTRY     -  US
 AQ1740  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1740
 AQ1740                         *CURRENT SURVEY CONTROL
 AQ1740  ______________________________________________________________________
 AQ1740* NAD 83(1986) POSITION- 29 17 15.43   (N) 081 03 22.48   (W)   HD_HELD1
 AQ1740* NAVD 88 ORTHO HEIGHT -     1.472 (meters)        4.83  (feet) ADJUSTED
 AQ1740  ______________________________________________________________________
 AQ1740  GEOID HEIGHT    -        -28.448 (meters)                     GEOID18
 AQ1740  DYNAMIC HEIGHT  -          1.470 (meters)        4.82  (feet) COMP
 AQ1740  MODELED GRAVITY -    979,282.7   (mgal)                       NAVD 88
 AQ1740
 AQ1740  VERT ORDER      -  FIRST     CLASS II
 AQ1740
 AQ1740.The horizontal coordinates were determined by differentially corrected
 AQ1740.hand held GPS observations or other comparable positioning techniques
 AQ1740.and have an estimated accuracy of +/- 3 meters.
 AQ1740
 AQ1740.The orthometric height was determined by differential leveling and
 AQ1740.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1740.in December 2010.
 AQ1740
 AQ1740.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1740.GEOID18 height accuracy estimate available here.
 AQ1740
 AQ1740.This Tidal Bench Mark is designated as VM 5264
 AQ1740.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1740
 AQ1740.Click photographs - Photos may exist for this station.
 AQ1740
 AQ1740.The dynamic height is computed by dividing the NAVD 88
 AQ1740.geopotential number by the normal gravity value computed on the
 AQ1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1740.degrees latitude (g = 980.6199 gals.).
 AQ1740
 AQ1740.The modeled gravity was interpolated from observed gravity values.
 AQ1740
 AQ1740;                    North         East    Units  Estimated Accuracy
 AQ1740;SPC FL E     -   548,908.7     194,535.2     MT  (+/- 3 meters HH1 GPS) 
 AQ1740
 AQ1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9453739853(NAD 83)
 AQ1740
 AQ1740                          SUPERSEDED SURVEY CONTROL
 AQ1740
 AQ1740  NAVD 88 (05/04/04)    1.475  (m)            4.84   (f) SUPERSEDED  2 1
 AQ1740  NAVD 88 (06/15/91)    1.507  (m)            4.94   (f) SUPERSEDED  2 1
 AQ1740  NGVD 29 (09/01/92)    1.857  (m)            6.09   (f) ADJUSTED    2 1
 AQ1740
 AQ1740.Superseded values are not recommended for survey control.
 AQ1740
 AQ1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1740.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1740
 AQ1740_MARKER: DD = SURVEY DISK
 AQ1740_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AQ1740_STAMPING: 0954 A 1978 CLB
 AQ1740_MARK LOGO: FLDNR
 AQ1740_PROJECTION: RECESSED 12 CENTIMETERS
 AQ1740_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1740_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1740+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2026
 AQ1740
 AQ1740  HISTORY     - Date     Condition        Report By
 AQ1740  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ1740  HISTORY     - 1978     GOOD             FLDNR
 AQ1740  HISTORY     - 1985     GOOD             FLDNR
 AQ1740  HISTORY     - 1987     GOOD             FLDNR
 AQ1740  HISTORY     - 1990     GOOD             USPSQD
 AQ1740  HISTORY     - 19990215 GOOD             FLDEP
 AQ1740  HISTORY     - 20020921 GOOD             FLDEP
 AQ1740  HISTORY     - 20050509 GOOD             FLDEP
 AQ1740  HISTORY     - 20090204 GOOD             FLDEP
 AQ1740  HISTORY     - 20190430 GOOD             DEGROV
 AQ1740  HISTORY     - 20260302 GOOD             GEOCAC
 AQ1740
 AQ1740                          STATION DESCRIPTION
 AQ1740
 AQ1740'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1740'ORMOND BEACH.
 AQ1740'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 40 IN
 AQ1740'ORMOND BEACH, FLORIDA. PROCEED 1.0 MILES WEST ALONG STATE ROAD 40 TO
 AQ1740'AN INTERSECTION WITH NORTH BEACH STREET, THENCE 0.12 MILES NORTH
 AQ1740'ALONG NORTH BEACH STREET TO THE LOCATION OF THE MARK, WHICH BEARS 14.2
 AQ1740'FEET WEST OF THE CENTERLINE OF NORTH BEACH STREET, 56 FEET SOUTH OF
 AQ1740'THE ORMOND BEACH YACHT CLUB SIDEWALK, 3.1 FEET NORTH OF A POWER POLE.
 AQ1740
 AQ1740                          STATION RECOVERY (1985)
 AQ1740
 AQ1740'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1740'RECOVERED IN GOOD CONDITION EXCEPT THE MARK IS EAST OF THE CENTERLINE
 AQ1740'OF THE STREET AND 7.5 FEET SOUTH OF A POWER LINE ANCHOR POLE.
 AQ1740
 AQ1740                          STATION RECOVERY (1987)
 AQ1740
 AQ1740'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AQ1740'RECOVERED IN GOOD CONDITION.
 AQ1740
 AQ1740                          STATION RECOVERY (1990)
 AQ1740
 AQ1740'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1740'RECOVERED IN GOOD CONDITION.
 AQ1740
 AQ1740                          STATION RECOVERY (1999)
 AQ1740
 AQ1740'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ1740'RECOVERED IN GOOD CONDITION WITH ADDED INFORMATION, THE MARK IS
 AQ1740'RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH
 AQ1740'THE ROAD, 74.4 FT (22.7 M) SOUTHWEST OF A SQUARE CONCRETE POWER POLE
 AQ1740'WITH 2 GUY WIRES ATTACHED, 21.0 FT (6.4 M) SOUTH OF THE EXTENDED
 AQ1740'CENTERLINE OF LINCOLN AVENUE A PAVED STREET WEST, 8.1 FT (2.5 M) SOUTH
 AQ1740'OF A POWER POLE AND 8.0 FT (2.4 M) SOUTH OF A CARSONITE WITNESS POST.
 AQ1740
 AQ1740                          STATION RECOVERY (2002)
 AQ1740
 AQ1740'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AQ1740'RECOVERED AS DESCRIBED.
 AQ1740
 AQ1740                          STATION RECOVERY (2005)
 AQ1740
 AQ1740'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AQ1740'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.  TO REACH
 AQ1740'THE MARK FROM  THE JUNCTION OF STATE ROAD 40 AND STATE ROAD A1A IN
 AQ1740'ORMOND BEACH, GO WEST ON STATE  ROAD 40 FOR 1.05 MI TO THE
 AQ1740'INTERSECTION OF BEACH STREET, TURN RIGHT ON NORTH BEACH  STREET AND GO
 AQ1740'NORTH FOR 0.15 MI TO THE INTERSECTION OF LINCOLN AVENUE ON THE LEFT,
 AQ1740'AN  UNPAVED PARKING AREA ON THE RIGHT AND THE MARK ON THE RIGHT.
 AQ1740'
 AQ1740'NOTE A CHANGE FROM THE ORIGINAL DESCRIPTION SHOULD READ AS FOLLOWS.
 AQ1740'THE MARK IS  LOCATED 14.2 FT EAST OF THE APPROXIMATE CENTERLINE OF
 AQ1740'NORTH BEACH STREET.
 AQ1740
 AQ1740                          STATION RECOVERY (2009)
 AQ1740
 AQ1740'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AQ1740'RECOVERED AS DESCRIBED.
 AQ1740
 AQ1740                          STATION RECOVERY (2019)
 AQ1740
 AQ1740'RECOVERY NOTE BY DEGROVE SURVEYORS INCORPORATED 2019 (MN)
 AQ1740'THE MARK IS LOCATED 14.2 FT (4.3 M) EAST OF THE APPROXIMATE CENTERLINE
 AQ1740'OF NORTH BEACH STREET, 19 FT (5.8 M) SOUTH OF THE CENTERLINE
 AQ1740'PROJECTION OF LINCOLN AVENUE AND 1.5 FT (0.5 M) SOUTHWEST OF A
 AQ1740'CONCRETE POWER POLE.
 AQ1740
 AQ1740                          STATION RECOVERY (2026)
 AQ1740
 AQ1740'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1740'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1741 ***********************************************************************
 AQ1741  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1741  DESIGNATION -  872 0954 B
 AQ1741  PID         -  AQ1741
 AQ1741  STATE/COUNTY-  FL/VOLUSIA
 AQ1741  COUNTRY     -  US
 AQ1741  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1741
 AQ1741                         *CURRENT SURVEY CONTROL
 AQ1741  ______________________________________________________________________
 AQ1741* NAD 83(1986) POSITION- 29 17 11.25   (N) 081 03 20.65   (W)   HD_HELD1
 AQ1741* NAVD 88 ORTHO HEIGHT -     1.642 (meters)        5.39  (feet) ADJUSTED
 AQ1741  ______________________________________________________________________
 AQ1741  GEOID HEIGHT    -        -28.447 (meters)                     GEOID18
 AQ1741  DYNAMIC HEIGHT  -          1.640 (meters)        5.38  (feet) COMP
 AQ1741  MODELED GRAVITY -    979,282.7   (mgal)                       NAVD 88
 AQ1741
 AQ1741  VERT ORDER      -  FIRST     CLASS II
 AQ1741
 AQ1741.The horizontal coordinates were determined by differentially corrected
 AQ1741.hand held GPS observations or other comparable positioning techniques
 AQ1741.and have an estimated accuracy of +/- 3 meters.
 AQ1741
 AQ1741.The orthometric height was determined by differential leveling and
 AQ1741.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1741.in December 2010.
 AQ1741
 AQ1741.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1741.GEOID18 height accuracy estimate available here.
 AQ1741
 AQ1741.This Tidal Bench Mark is designated as VM 5265
 AQ1741.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1741
 AQ1741.Click photographs - Photos may exist for this station.
 AQ1741
 AQ1741.The dynamic height is computed by dividing the NAVD 88
 AQ1741.geopotential number by the normal gravity value computed on the
 AQ1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1741.degrees latitude (g = 980.6199 gals.).
 AQ1741
 AQ1741.The modeled gravity was interpolated from observed gravity values.
 AQ1741
 AQ1741;                    North         East    Units  Estimated Accuracy
 AQ1741;SPC FL E     -   548,780.0     194,584.5     MT  (+/- 3 meters HH1 GPS) 
 AQ1741
 AQ1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9458639724(NAD 83)
 AQ1741
 AQ1741                          SUPERSEDED SURVEY CONTROL
 AQ1741
 AQ1741  NAVD 88 (05/04/04)    1.638  (m)            5.37   (f) SUPERSEDED  2 1
 AQ1741  NAVD 88 (06/15/91)    1.662  (m)            5.45   (f) SUPERSEDED  2 1
 AQ1741  NGVD 29 (09/01/92)    2.013  (m)            6.60   (f) ADJUSTED    2 1
 AQ1741
 AQ1741.Superseded values are not recommended for survey control.
 AQ1741
 AQ1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1741.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1741
 AQ1741_MARKER: DD = SURVEY DISK
 AQ1741_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AQ1741_STAMPING: 0954 B 1978 CLB
 AQ1741_MARK LOGO: FLDNR
 AQ1741_PROJECTION: RECESSED 28 CENTIMETERS
 AQ1741_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1741_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1741+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2026
 AQ1741
 AQ1741  HISTORY     - Date     Condition        Report By
 AQ1741  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ1741  HISTORY     - 1978     GOOD             FLDNR
 AQ1741  HISTORY     - 1985     GOOD             FLDNR
 AQ1741  HISTORY     - 1987     GOOD             FLDNR
 AQ1741  HISTORY     - 1990     GOOD             USPSQD
 AQ1741  HISTORY     - 19990215 GOOD             FLDEP
 AQ1741  HISTORY     - 20020921 GOOD             FLDEP
 AQ1741  HISTORY     - 20050509 GOOD             FLDEP
 AQ1741  HISTORY     - 20090204 GOOD             FLDEP
 AQ1741  HISTORY     - 20260302 GOOD             GEOCAC
 AQ1741
 AQ1741                          STATION DESCRIPTION
 AQ1741
 AQ1741'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1741'ORMOND BEACH.
 AQ1741'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 40 IN
 AQ1741'ORMOND BEACH, FLORIDA. PROCEED 1.0 MILES WEST ALONG STATE ROAD 40 TO
 AQ1741'AN INTERSECTION WITH NORTH BEACH STREET, THENCE 201 FEET NORTH ALONG
 AQ1741'NORTH BEACH STREET TO THE LOCATION OF THE MARK. THE MARK BEARS 18.2
 AQ1741'FEET NORTH OF THE CENTERLINE OF A PAVED DRIVE FOR A DIRT PARKING LOT,
 AQ1741'39.0 FEET EAST OF THE CENTERLINE OF NORTH BEACH STREET, 3.0 FEET EAST
 AQ1741'OF A POWER POLE.
 AQ1741
 AQ1741                          STATION RECOVERY (1985)
 AQ1741
 AQ1741'RECOVERY NOTE BY FL DEPT OF NAT RES 1985
 AQ1741'RECOVERED IN GOOD CONDITION.
 AQ1741
 AQ1741                          STATION RECOVERY (1987)
 AQ1741
 AQ1741'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AQ1741'RECOVERED IN GOOD CONDITION.
 AQ1741
 AQ1741                          STATION RECOVERY (1990)
 AQ1741
 AQ1741'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1741'RECOVERED IN GOOD CONDITION.
 AQ1741
 AQ1741                          STATION RECOVERY (1999)
 AQ1741
 AQ1741'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ1741'RECOVERED IN GOOD CONDITION WITH ADDED INFORMATION, THE MARK IS
 AQ1741'RECESSED 1.0 FT (0.3 M) BELOW THE LEVEL OF THE GROUND AND THE PARKING
 AQ1741'LOT IS PAVED.
 AQ1741
 AQ1741                          STATION RECOVERY (2002)
 AQ1741
 AQ1741'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AQ1741'RECOVERED AS DESCRIBED.
 AQ1741
 AQ1741                          STATION RECOVERY (2005)
 AQ1741
 AQ1741'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AQ1741'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AQ1741'
 AQ1741'TO REACH THE MARK FROM  THE JUNCTION OF STATE ROAD 40 AND STATE ROAD
 AQ1741'A1A IN ORMOND BEACH, GO WEST ON STATE  ROAD 40 FOR 1.05 MI TO THE
 AQ1741'INTERSECTION OF BEACH STREET, TURN RIGHT ON NORTH BEACH  STREET AND GO
 AQ1741'NORTH FOR 0.05 MI TO THE INTERSECTION OF NEW BRITAIN AVENUE ON THE
 AQ1741'LEFT,  AN ENTRANCE TO CASSEN PARK ON THE RIGHT AND THE MARK ON THE
 AQ1741'RIGHT.
 AQ1741
 AQ1741                          STATION RECOVERY (2009)
 AQ1741
 AQ1741'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AQ1741'RECOVERED AS DESCRIBED.
 AQ1741
 AQ1741                          STATION RECOVERY (2026)
 AQ1741
 AQ1741'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1741'THE MARK IS 1.5 FT (0.5 M) SOUTHWEST OF A CARSONITE WITNESS POST AND
 AQ1741'IS 6 INCHES (15 CM) SOUTHWEST OF A BOARD FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1742 ***********************************************************************
 AQ1742  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1742  DESIGNATION -  872 0954 C TIDAL
 AQ1742  PID         -  AQ1742
 AQ1742  STATE/COUNTY-  FL/VOLUSIA
 AQ1742  COUNTRY     -  US
 AQ1742  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1742
 AQ1742                         *CURRENT SURVEY CONTROL
 AQ1742  ______________________________________________________________________
 AQ1742* NAD 83(1986) POSITION- 29 17 09.     (N) 081 03 18.     (W)   SCALED
 AQ1742* NAVD 88 ORTHO HEIGHT -     1.995 (meters)        6.55  (feet) ADJUSTED
 AQ1742  ______________________________________________________________________
 AQ1742  GEOID HEIGHT    -        -28.446 (meters)                     GEOID18
 AQ1742  DYNAMIC HEIGHT  -          1.992 (meters)        6.54  (feet) COMP
 AQ1742  MODELED GRAVITY -    979,282.7   (mgal)                       NAVD 88
 AQ1742
 AQ1742  VERT ORDER      -  SECOND    CLASS I
 AQ1742
 AQ1742.The horizontal coordinates were scaled from a map and have
 AQ1742.an estimated accuracy of +/- 6 seconds.
 AQ1742
 AQ1742.The orthometric height was determined by differential leveling and
 AQ1742.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1742.in June 1991.
 AQ1742
 AQ1742.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1742.GEOID18 height accuracy estimate available here.
 AQ1742
 AQ1742.This Tidal Bench Mark is designated as VM 17169
 AQ1742.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1742
 AQ1742.Click photographs - Photos may exist for this station.
 AQ1742
 AQ1742.The dynamic height is computed by dividing the NAVD 88
 AQ1742.geopotential number by the normal gravity value computed on the
 AQ1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1742.degrees latitude (g = 980.6199 gals.).
 AQ1742
 AQ1742.The modeled gravity was interpolated from observed gravity values.
 AQ1742
 AQ1742;                    North         East    Units  Estimated Accuracy
 AQ1742;SPC FL E     -   548,710.      194,660.      MT  (+/- 180 meters Scaled)
 AQ1742
 AQ1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN946396(NAD 83)
 AQ1742
 AQ1742                          SUPERSEDED SURVEY CONTROL
 AQ1742
 AQ1742  NGVD 29 (09/01/92)    2.346  (m)            7.70   (f) ADJUSTED    2 1
 AQ1742
 AQ1742.Superseded values are not recommended for survey control.
 AQ1742
 AQ1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1742.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1742
 AQ1742_MARKER: DJ = TIDAL STATION DISK
 AQ1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1742_STAMPING: 0954 C 1978 C L B
 AQ1742_MARK LOGO: FLDNR
 AQ1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1742+STABILITY: SURFACE MOTION
 AQ1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1742+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1999
 AQ1742
 AQ1742  HISTORY     - Date     Condition        Report By
 AQ1742  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ1742  HISTORY     - 1978     GOOD             FLDNR
 AQ1742  HISTORY     - 19990215 MARK NOT FOUND   FLDEP
 AQ1742  HISTORY     - 20260302 MARK NOT FOUND   GEOCAC
 AQ1742
 AQ1742                          STATION DESCRIPTION
 AQ1742
 AQ1742'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1742'ORMOND BEACH.
 AQ1742'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 40 IN
 AQ1742'ORMOND BEACH, FLORIDA. PROCEED 1.0 MILES WEST ALONG STATE ROAD 40 TO
 AQ1742'AN INTERSECTION WITH NORTH BEACH STREET AND THE LOCATION OF THE MARK.
 AQ1742'THE MARK BEARS 10.8 FEET NORTH OF THE NORTH EDGE OF PAVEMENT OF STATE
 AQ1742'ROAD 40, 42.0 FEET EAST OF THE EAST EDGE OF PAVEMENT OF NORTH BEACH
 AQ1742'STREET, 3.4 FEET EAST OF A CONCRETE POWER POLE, 2.2 FEET NORTH OF THE
 AQ1742'EDGE OF A SIDEWALK.
 AQ1742
 AQ1742                          STATION RECOVERY (1999)
 AQ1742
 AQ1742'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ1742'MARK NOT FOUND.
 AQ1742
 AQ1742                          STATION RECOVERY (2026)
 AQ1742
 AQ1742'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1742'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1743 ***********************************************************************
 AQ1743  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1743  DESIGNATION -  872 0954 D TIDAL
 AQ1743  PID         -  AQ1743
 AQ1743  STATE/COUNTY-  FL/VOLUSIA
 AQ1743  COUNTRY     -  US
 AQ1743  USGS QUAD   -  ORMOND BEACH (2018)
 AQ1743
 AQ1743                         *CURRENT SURVEY CONTROL
 AQ1743  ______________________________________________________________________
 AQ1743* NAD 83(1986) POSITION- 29 17 15.     (N) 081 03 22.     (W)   SCALED
 AQ1743* NAVD 88 ORTHO HEIGHT -     7.765 (meters)       25.48  (feet) ADJUSTED
 AQ1743  ______________________________________________________________________
 AQ1743  GEOID HEIGHT    -        -28.448 (meters)                     GEOID18
 AQ1743  DYNAMIC HEIGHT  -          7.754 (meters)       25.44  (feet) COMP
 AQ1743  MODELED GRAVITY -    979,282.7   (mgal)                       NAVD 88
 AQ1743
 AQ1743  VERT ORDER      -  SECOND    CLASS I
 AQ1743
 AQ1743.The horizontal coordinates were scaled from a map and have
 AQ1743.an estimated accuracy of +/- 6 seconds.
 AQ1743
 AQ1743.The orthometric height was determined by differential leveling and
 AQ1743.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1743.in June 1991.
 AQ1743
 AQ1743.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1743.GEOID18 height accuracy estimate available here.
 AQ1743
 AQ1743.This Tidal Bench Mark is designated as VM 17142
 AQ1743.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1743
 AQ1743.Click photographs - Photos may exist for this station.
 AQ1743
 AQ1743.The dynamic height is computed by dividing the NAVD 88
 AQ1743.geopotential number by the normal gravity value computed on the
 AQ1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1743.degrees latitude (g = 980.6199 gals.).
 AQ1743
 AQ1743.The modeled gravity was interpolated from observed gravity values.
 AQ1743
 AQ1743;                    North         East    Units  Estimated Accuracy
 AQ1743;SPC FL E     -   548,900.      194,550.      MT  (+/- 180 meters Scaled)
 AQ1743
 AQ1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN945398(NAD 83)
 AQ1743
 AQ1743                          SUPERSEDED SURVEY CONTROL
 AQ1743
 AQ1743  NGVD 29 (09/01/92)    8.117  (m)           26.63   (f) ADJUSTED    2 1
 AQ1743
 AQ1743.Superseded values are not recommended for survey control.
 AQ1743
 AQ1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1743.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1743
 AQ1743_MARKER: DJ = TIDAL STATION DISK
 AQ1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ1743_STAMPING: 0954 D 1978 C L B
 AQ1743_MARK LOGO: FLDNR
 AQ1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1743+STABILITY: SURFACE MOTION
 AQ1743
 AQ1743  HISTORY     - Date     Condition        Report By
 AQ1743  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ1743  HISTORY     - 1978     GOOD             FLDNR
 AQ1743  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AQ1743  HISTORY     - 20260302 MARK NOT FOUND   GEOCAC
 AQ1743
 AQ1743                          STATION DESCRIPTION
 AQ1743
 AQ1743'DESCRIBED BY FL DEPT OF NAT RES 1978
 AQ1743'ORMOND BEACH.
 AQ1743'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 40 IN
 AQ1743'ORMOND BEACH, FLORIDA. PROCEED 1.0 MILES WEST ALONG STATE ROAD 40 TO
 AQ1743'AN INTERSECTION WITH NORTH BEACH STREET, THENCE 0.12 MILES NORTH
 AQ1743'ALONG NORTH BEACH STREET TO THE LOCATION OF THE MARK, WHICH BEARS
 AQ1743'34 FEET EAST OF THE SW CORNER OF SR 40 BRIDGE OVER THE HALIFAX RIVER
 AQ1743'19.5 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE, 0.9 FEET NORTH OF
 AQ1743'A 25 FOOT CONCRETE GUARDRAIL, AND 18 FEET WEST OF THE EDGE OF
 AQ1743'OPENING SPAN OF THE BRIDGE.
 AQ1743
 AQ1743                          STATION RECOVERY (1990)
 AQ1743
 AQ1743'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1743'MARK NOT FOUND.
 AQ1743
 AQ1743                          STATION RECOVERY (2026)
 AQ1743
 AQ1743'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1743'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2638 ***********************************************************************
 AQ2638  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2638  DESIGNATION -  872 0954 F
 AQ2638  PID         -  AQ2638
 AQ2638  STATE/COUNTY-  FL/VOLUSIA
 AQ2638  COUNTRY     -  US
 AQ2638  USGS QUAD   -  ORMOND BEACH (2018)
 AQ2638
 AQ2638                         *CURRENT SURVEY CONTROL
 AQ2638  ______________________________________________________________________
 AQ2638* NAD 83(1986) POSITION- 29 17 09.96   (N) 081 03 15.98   (W)   HD_HELD1
 AQ2638* NAVD 88 ORTHO HEIGHT -     9.923 (meters)       32.56  (feet) ADJUSTED
 AQ2638  ______________________________________________________________________
 AQ2638  GEOID HEIGHT    -        -28.446 (meters)                     GEOID18
 AQ2638  DYNAMIC HEIGHT  -          9.909 (meters)       32.51  (feet) COMP
 AQ2638  MODELED GRAVITY -    979,282.8   (mgal)                       NAVD 88
 AQ2638
 AQ2638  VERT ORDER      -  FIRST     CLASS II
 AQ2638
 AQ2638.The horizontal coordinates were determined by differentially corrected
 AQ2638.hand held GPS observations or other comparable positioning techniques
 AQ2638.and have an estimated accuracy of +/- 3 meters.
 AQ2638
 AQ2638.The orthometric height was determined by differential leveling and
 AQ2638.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2638.in July 2011.
 AQ2638
 AQ2638.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2638.GEOID18 height accuracy estimate available here.
 AQ2638
 AQ2638.This Tidal Bench Mark is designated as VM 5266
 AQ2638.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2638
 AQ2638.Click photographs - Photos may exist for this station.
 AQ2638
 AQ2638.The dynamic height is computed by dividing the NAVD 88
 AQ2638.geopotential number by the normal gravity value computed on the
 AQ2638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2638.degrees latitude (g = 980.6199 gals.).
 AQ2638
 AQ2638.The modeled gravity was interpolated from observed gravity values.
 AQ2638
 AQ2638;                    North         East    Units  Estimated Accuracy
 AQ2638;SPC FL E     -   548,740.2     194,710.5     MT  (+/- 3 meters HH1 GPS) 
 AQ2638
 AQ2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9471239684(NAD 83)
 AQ2638
 AQ2638                          SUPERSEDED SURVEY CONTROL
 AQ2638
 AQ2638  NAVD 88 (07/14/11)    9.922  (m)           32.55   (f) SUPERSEDED  2 1
 AQ2638  NAVD 88 (05/04/04)    9.919  (m)           32.54   (f) SUPERSEDED  2 1
 AQ2638  NAVD 88 (09/06/96)    9.956  (m)           32.66   (f) SUPERSEDED  2 1
 AQ2638  NAVD 88 (??/??/92)    9.963  (m)           32.69   (f) SUPERSEDED  2 1
 AQ2638  NGVD 29 (09/01/92)   10.310  (m)           33.83   (f) ADJUSTED    2 1
 AQ2638
 AQ2638.Superseded values are not recommended for survey control.
 AQ2638
 AQ2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2638.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2638
 AQ2638_MARKER: DD = SURVEY DISK
 AQ2638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ2638_SP_SET: BRIDGE GUARDRAIL
 AQ2638_STAMPING: 0954 F
 AQ2638_MARK LOGO: FLDT
 AQ2638_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ2638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2638+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2026
 AQ2638
 AQ2638  HISTORY     - Date     Condition        Report By
 AQ2638  HISTORY     - UNK      MONUMENTED       FLDT
 AQ2638  HISTORY     - 1985     GOOD             FLDNR
 AQ2638  HISTORY     - 1987     GOOD             FLDNR
 AQ2638  HISTORY     - 19990215 GOOD             FLDEP
 AQ2638  HISTORY     - 20020921 GOOD             FLDEP
 AQ2638  HISTORY     - 20050509 GOOD             FLDEP
 AQ2638  HISTORY     - 20090204 GOOD             FLDEP
 AQ2638  HISTORY     - 20260302 GOOD             GEOCAC
 AQ2638
 AQ2638                          STATION DESCRIPTION
 AQ2638
 AQ2638'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2638'IN ORMOND BEACH.
 AQ2638'THE MARK IS AT THE WEST END OF THE STATE ROAD 40 BRIDGE OVER THE
 AQ2638'HALIFAX RIVER, SET IN TOP OF THE BRIDGE END RAIL, 22.1 FEET SOUTHEAST
 AQ2638'OF THE CENTERLINE OF THE EASTBOUND LANE, 17.75 FEET SOUTHWEST OF THE
 AQ2638'BRIDGE ABUTMENT, 2.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 AQ2638'CONCRETE RAIL, AND 5.5 FEET NORTHWEST OF A METAL HAND RAIL.
 AQ2638'THE MARK IS 3 FT ABOVE ROAD.
 AQ2638
 AQ2638                          STATION RECOVERY (1987)
 AQ2638
 AQ2638'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AQ2638'RECOVERED IN GOOD CONDITION.
 AQ2638
 AQ2638                          STATION RECOVERY (1999)
 AQ2638
 AQ2638'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999 (JLM)
 AQ2638'RECOVERED AS DESCRIBED.
 AQ2638
 AQ2638                          STATION RECOVERY (2002)
 AQ2638
 AQ2638'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AQ2638'RECOVERED AS DESCRIBED.
 AQ2638
 AQ2638                          STATION RECOVERY (2005)
 AQ2638
 AQ2638'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AQ2638'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AQ2638'
 AQ2638'TO REACH THE MARK FROM  THE JUNCTION OF STATE ROAD 40 AND STATE ROAD
 AQ2638'A1A IN ORMOND BEACH, GO WEST ON STATE  ROAD 40 FOR 0.95 MI TO THE
 AQ2638'SOUTHWEST CONCRETE GUARDRAIL ON THE STATE ROAD 40 BRIDGE  AND THE MARK
 AQ2638'ON THE LEFT.
 AQ2638
 AQ2638                          STATION RECOVERY (2009)
 AQ2638
 AQ2638'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AQ2638'RECOVERED AS DESCRIBED.
 AQ2638
 AQ2638                          STATION RECOVERY (2026)
 AQ2638
 AQ2638'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ2638'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2637 ***********************************************************************
 AQ2637  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2637  DESIGNATION -  872 0954 G
 AQ2637  PID         -  AQ2637
 AQ2637  STATE/COUNTY-  FL/VOLUSIA
 AQ2637  COUNTRY     -  US
 AQ2637  USGS QUAD   -  ORMOND BEACH (2018)
 AQ2637
 AQ2637                         *CURRENT SURVEY CONTROL
 AQ2637  ______________________________________________________________________
 AQ2637* NAD 83(1986) POSITION- 29 17 09.61   (N) 081 03 14.70   (W)   HD_HELD1
 AQ2637* NAVD 88 ORTHO HEIGHT -     1.462 (meters)        4.80  (feet) ADJUSTED
 AQ2637  ______________________________________________________________________
 AQ2637  GEOID HEIGHT    -        -28.446 (meters)                     GEOID18
 AQ2637  DYNAMIC HEIGHT  -          1.460 (meters)        4.79  (feet) COMP
 AQ2637  MODELED GRAVITY -    979,282.8   (mgal)                       NAVD 88
 AQ2637
 AQ2637  VERT ORDER      -  FIRST     CLASS II
 AQ2637
 AQ2637.The horizontal coordinates were determined by differentially corrected
 AQ2637.hand held GPS observations or other comparable positioning techniques
 AQ2637.and have an estimated accuracy of +/- 3 meters.
 AQ2637
 AQ2637.The orthometric height was determined by differential leveling and
 AQ2637.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2637.in December 2010.
 AQ2637
 AQ2637.No vertical observational check was made to the station.
 AQ2637
 AQ2637.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2637.GEOID18 height accuracy estimate available here.
 AQ2637
 AQ2637.This Tidal Bench Mark is designated as VM 5267
 AQ2637.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2637
 AQ2637.Click photographs - Photos may exist for this station.
 AQ2637
 AQ2637.The dynamic height is computed by dividing the NAVD 88
 AQ2637.geopotential number by the normal gravity value computed on the
 AQ2637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2637.degrees latitude (g = 980.6199 gals.).
 AQ2637
 AQ2637.The modeled gravity was interpolated from observed gravity values.
 AQ2637
 AQ2637;                    North         East    Units  Estimated Accuracy
 AQ2637;SPC FL E     -   548,729.4     194,745.1     MT  (+/- 3 meters HH1 GPS) 
 AQ2637
 AQ2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9474639674(NAD 83)
 AQ2637
 AQ2637                          SUPERSEDED SURVEY CONTROL
 AQ2637
 AQ2637  NAVD 88 (??/??/92)    1.468  (m)            4.82   (f) SUPERSEDED  3 0
 AQ2637  NGVD 29 (09/01/92)    1.818  (m)            5.96   (f) ADJUSTED    2 1
 AQ2637
 AQ2637.Superseded values are not recommended for survey control.
 AQ2637
 AQ2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2637.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2637
 AQ2637_MARKER: DD = SURVEY DISK
 AQ2637_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ2637_SP_SET: BULKHEAD
 AQ2637_STAMPING: 0954 G
 AQ2637_MARK LOGO: FLDT
 AQ2637_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2637+STABILITY: SURFACE MOTION
 AQ2637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2637+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2026
 AQ2637
 AQ2637  HISTORY     - Date     Condition        Report By
 AQ2637  HISTORY     - UNK      MONUMENTED       FLDT
 AQ2637  HISTORY     - 1985     GOOD             FLDNR
 AQ2637  HISTORY     - 1987     GOOD             FLDNR
 AQ2637  HISTORY     - 20020921 GOOD             FLDEP
 AQ2637  HISTORY     - 20050509 GOOD             FLDEP
 AQ2637  HISTORY     - 20090204 GOOD             FLDEP
 AQ2637  HISTORY     - 20190430 GOOD             DEGROV
 AQ2637  HISTORY     - 20260302 GOOD             GEOCAC
 AQ2637
 AQ2637                          STATION DESCRIPTION
 AQ2637
 AQ2637'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2637'IN ORMOND BEACH.
 AQ2637'THE MARK IS SET IN THE CONCRETE BULKHEAD BELOW THE SOUTHWEST END OF
 AQ2637'THE STATE ROAD 40 BRIDGE OVER THE HALIFAX RIVER, 62.8 FEET SOUTHEAST
 AQ2637'OF THE SOUTHEAST SIDE OF THE BRIDGE, 83.1 FEET SOUTH OF THE FIRST
 AQ2637'BRIDGE PIER, AND 106 FEET EAST-NORTHEAST OF THE SOUTHWEST END OF THE
 AQ2637'BULKHEAD.
 AQ2637'THE MARK IS 15 FT BELOW BRIDGE.
 AQ2637
 AQ2637                          STATION RECOVERY (1987)
 AQ2637
 AQ2637'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AQ2637'RECOVERED IN GOOD CONDITION.
 AQ2637
 AQ2637                          STATION RECOVERY (2002)
 AQ2637
 AQ2637'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AQ2637'RECOVERED AS DESCRIBED.
 AQ2637
 AQ2637                          STATION RECOVERY (2005)
 AQ2637
 AQ2637'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AQ2637'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.
 AQ2637'
 AQ2637'TO REACH THE MARK FROM  THE JUNCTION OF STATE ROAD 40 AND STATE ROAD
 AQ2637'A1A IN ORMOND BEACH, GO WEST ON STATE  ROAD 40 FOR 1.05 MI TO THE
 AQ2637'INTERSECTION OF BEACH STREET, TURN LEFT ON SOUTH BEACH  STREET AND GO
 AQ2637'SOUTH FOR 0.05 MI TO THE ENTRANCE OF CASSEN PARK ON THE LEFT, TURN
 AQ2637'LEFT AND GO EAST THROUGH CASSEN PARK FOR 0.1 MI TO A SEAWALL BELOW THE
 AQ2637'STATE ROAD 40 BRIDGE  AND THE MARK.
 AQ2637
 AQ2637                          STATION RECOVERY (2009)
 AQ2637
 AQ2637'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AQ2637'RECOVERED AS DESCRIBED.
 AQ2637
 AQ2637                          STATION RECOVERY (2019)
 AQ2637
 AQ2637'RECOVERY NOTE BY DEGROVE SURVEYORS INCORPORATED 2019 (MN)
 AQ2637'RECOVERED IN GOOD CONDITION.
 AQ2637
 AQ2637                          STATION RECOVERY (2026)
 AQ2637
 AQ2637'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ2637'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3427 ***********************************************************************
 DM3427  DESIGNATION -  872 0954 H
 DM3427  PID         -  DM3427
 DM3427  STATE/COUNTY-  FL/VOLUSIA
 DM3427  COUNTRY     -  US
 DM3427  USGS QUAD   -  ORMOND BEACH (2018)
 DM3427
 DM3427                         *CURRENT SURVEY CONTROL
 DM3427  ______________________________________________________________________
 DM3427* NAD 83(1986) POSITION- 29 17 10.42   (N) 081 03 14.52   (W)   HD_HELD1
 DM3427* NAVD 88 ORTHO HEIGHT -     0.884 (meters)        2.90  (feet) ADJUSTED
 DM3427  ______________________________________________________________________
 DM3427  GEOID HEIGHT    -        -28.447 (meters)                     GEOID18
 DM3427  DYNAMIC HEIGHT  -          0.883 (meters)        2.90  (feet) COMP
 DM3427  MODELED GRAVITY -    979,282.8   (mgal)                       NAVD 88
 DM3427
 DM3427  VERT ORDER      -  SECOND    CLASS I
 DM3427
 DM3427.The horizontal coordinates were determined by differentially corrected
 DM3427.hand held GPS observations or other comparable positioning techniques
 DM3427.and have an estimated accuracy of +/- 3 meters.
 DM3427
 DM3427.The orthometric height was determined by differential leveling and
 DM3427.adjusted by the NATIONAL GEODETIC SURVEY
 DM3427.in July 2011.
 DM3427
 DM3427.No vertical observational check was made to the station.
 DM3427
 DM3427.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3427.GEOID18 height accuracy estimate available here.
 DM3427
 DM3427.Click photographs - Photos may exist for this station.
 DM3427
 DM3427.The dynamic height is computed by dividing the NAVD 88
 DM3427.geopotential number by the normal gravity value computed on the
 DM3427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3427.degrees latitude (g = 980.6199 gals.).
 DM3427
 DM3427.The modeled gravity was interpolated from observed gravity values.
 DM3427
 DM3427;                    North         East    Units  Estimated Accuracy
 DM3427;SPC FL E     -   548,754.3     194,749.9     MT  (+/- 3 meters HH1 GPS) 
 DM3427
 DM3427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9475139699(NAD 83)
 DM3427
 DM3427                          SUPERSEDED SURVEY CONTROL
 DM3427
 DM3427.No superseded survey control is available for this station.
 DM3427
 DM3427_MARKER: DD = SURVEY DISK
 DM3427_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM3427_SP_SET: PILING CAP PIER
 DM3427_STAMPING: 0954 H 2002
 DM3427_MARK LOGO: FLDEP
 DM3427_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3427_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3427+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 DM3427
 DM3427  HISTORY     - Date     Condition        Report By
 DM3427  HISTORY     - 2002     MONUMENTED       FLDEP
 DM3427  HISTORY     - 20051116 GOOD             FLDEP
 DM3427
 DM3427                          STATION DESCRIPTION
 DM3427
 DM3427'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DM3427'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) NORTH-NORTHWEST OF PORT
 DM3427'ORANGE, 5.5 MI (8.8 KM) NORTH-NORTHWEST OF DAYTONA BEACH AND IN THE
 DM3427'TOWN OF ORMOND BEACH, FLORIDA IN SECTION 15, TOWNSHIP 14 SOUTH, RANGE
 DM3427'32 EAST.
 DM3427'
 DM3427'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 40 (GRANADA
 DM3427'BOULEVARD) AND U.S. HIGHWAY 1 (YONGE STREET) IN ORMOND BEACH, GO EAST
 DM3427'ON STATE HIGHWAY 40 (GRANADA BOULEVARD) FOR 0.45 MI (0.7 KM) TO THE
 DM3427'INTERSECTION OF BEACH STREET.  TURN RIGHT ON SOUTH BEACH STREET AND GO
 DM3427'SOUTH FOR 0.05 MI (0.1 KM) TO THE ENTRANCE TO THE GRANADA CASSEN PARK
 DM3427'ON THE LEFT.  TURN LEFT ON THE ENTRANCE ROAD AND GO EAST FOR 0.05 MI
 DM3427'(0.1 KM) TO THE PUBLIC BOAT RAMP ON THE RIGHT, NOW BY BOAT GO
 DM3427'NORTHEAST FOR ABOUT 75.0 FT (22.9 M) TO THE MARK, SET FLUSH IN THE
 DM3427'SOUTHEAST CORNER OF THE FIRST PILING CAP FROM THE WEST BANK OF THE
 DM3427'RIVER ON THE SOUTH SIDE OF STATE HIGHWAY 40 BRIDGE.
 DM3427'
 DM3427'THE MARK IS LOCATED 401.5 FT (122.4 M) WEST OF TIDAL MARK 0954 K,
 DM3427'201.1 FT (61.3 M) WEST OF TIDAL MARK 0954 J, 41.5 FT (12.6 M) EAST OF
 DM3427'THE SEAWALL ALONG THE WEST BANK OF THE RIVER AND 2.8 FT (0.9 M)
 DM3427'NORTHWEST OF THE SOUTHEAST CORNER OF THE PILING CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3428 ***********************************************************************
 DM3428  DESIGNATION -  872 0954 J
 DM3428  PID         -  DM3428
 DM3428  STATE/COUNTY-  FL/VOLUSIA
 DM3428  COUNTRY     -  US
 DM3428  USGS QUAD   -  ORMOND BEACH (2018)
 DM3428
 DM3428                         *CURRENT SURVEY CONTROL
 DM3428  ______________________________________________________________________
 DM3428* NAD 83(1986) POSITION- 29 17 11.19   (N) 081 03 12.43   (W)   HD_HELD1
 DM3428* NAVD 88 ORTHO HEIGHT -     0.850 (meters)        2.79  (feet) ADJUSTED
 DM3428  ______________________________________________________________________
 DM3428  GEOID HEIGHT    -        -28.447 (meters)                     GEOID18
 DM3428  DYNAMIC HEIGHT  -          0.848 (meters)        2.78  (feet) COMP
 DM3428  MODELED GRAVITY -    979,282.9   (mgal)                       NAVD 88
 DM3428
 DM3428  VERT ORDER      -  SECOND    CLASS I
 DM3428
 DM3428.The horizontal coordinates were determined by differentially corrected
 DM3428.hand held GPS observations or other comparable positioning techniques
 DM3428.and have an estimated accuracy of +/- 3 meters.
 DM3428
 DM3428.The orthometric height was determined by differential leveling and
 DM3428.adjusted by the NATIONAL GEODETIC SURVEY
 DM3428.in July 2011.
 DM3428
 DM3428.No vertical observational check was made to the station.
 DM3428
 DM3428.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3428.GEOID18 height accuracy estimate available here.
 DM3428
 DM3428.Click photographs - Photos may exist for this station.
 DM3428
 DM3428.The dynamic height is computed by dividing the NAVD 88
 DM3428.geopotential number by the normal gravity value computed on the
 DM3428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3428.degrees latitude (g = 980.6199 gals.).
 DM3428
 DM3428.The modeled gravity was interpolated from observed gravity values.
 DM3428
 DM3428;                    North         East    Units  Estimated Accuracy
 DM3428;SPC FL E     -   548,778.0     194,806.3     MT  (+/- 3 meters HH1 GPS) 
 DM3428
 DM3428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9480839722(NAD 83)
 DM3428
 DM3428                          SUPERSEDED SURVEY CONTROL
 DM3428
 DM3428.No superseded survey control is available for this station.
 DM3428
 DM3428_MARKER: DD = SURVEY DISK
 DM3428_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM3428_SP_SET: PILING CAP PIER
 DM3428_STAMPING: 0954 J 2002
 DM3428_MARK LOGO: FLDEP
 DM3428_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3428_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3428+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 DM3428
 DM3428  HISTORY     - Date     Condition        Report By
 DM3428  HISTORY     - 2002     MONUMENTED       FLDEP
 DM3428  HISTORY     - 20051116 GOOD             FLDEP
 DM3428
 DM3428                          STATION DESCRIPTION
 DM3428
 DM3428'DESCRIBED BY FL DEPT OF ENV PRO 2005 (WDM)
 DM3428'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) NORTH-NORTHWEST OF PORT
 DM3428'ORANGE, 5.5 MI (8.8 KM) NORTH-NORTHWEST OF DAYTONA BEACH AND IN THE
 DM3428'TOWN OF ORMOND BEACH, FLORIDA IN SECTION 15, TOWNSHIP 14 SOUTH, RANGE
 DM3428'32 EAST.
 DM3428'
 DM3428'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 40 (GRANADA
 DM3428'BOULEVARD) AND U.S. HIGHWAY 1 (YONGE STREET) IN ORMOND BEACH, GO EAST
 DM3428'ON STATE HIGHWAY 40 (GRANADA BOULEVARD) FOR 0.45 MI (0.7 KM) TO THE
 DM3428'INTERSECTION OF BEACH STREET.  TURN RIGHT ON SOUTH BEACH STREET AND GO
 DM3428'SOUTH FOR 0.05 MI (0.1 KM) TO THE ENTRANCE TO THE GRANADA CASSEN PARK
 DM3428'ON THE LEFT.  TURN LEFT ON THE ENTRANCE ROAD AND GO EAST FOR 0.05 MI
 DM3428'(0.1 KM) TO THE PUBLIC BOAT RAMP ON THE RIGHT, NOW BY BOAT GO
 DM3428'NORTHEAST FOR ABOUT 300.0 FT (91.4 M) TO THE MARK, SET FLUSH IN THE
 DM3428'SOUTHEAST CORNER OF THE THIRD PILING CAP FROM THE WEST SIDE OF THE
 DM3428'BANK ON THE RIVER ON THE SOUTH SIDE OF STATE HIGHWAY 40 BRIDGE.
 DM3428'
 DM3428'THE MARK IS LOCATED 242.6 FT (73.9 M) EAST OF THE SEAWALL ALONG THE
 DM3428'WEST BANK OF THE RIVER, 201.1 FT (61.3 M) EAST OF TIDAL MARK 0954 H,
 DM3428'200.3 FT (61.1 M) WEST OF TIDAL MARK 0954 K AND 2.6 FT (0.8 M)
 DM3428'NORTHWEST OF THE SOUTHWEST CORNER OF THE PILING CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3429 ***********************************************************************
 DM3429  DESIGNATION -  872 0954 K
 DM3429  PID         -  DM3429
 DM3429  STATE/COUNTY-  FL/VOLUSIA
 DM3429  COUNTRY     -  US
 DM3429  USGS QUAD   -  ORMOND BEACH (2018)
 DM3429
 DM3429                         *CURRENT SURVEY CONTROL
 DM3429  ______________________________________________________________________
 DM3429* NAD 83(1986) POSITION- 29 17 11.97   (N) 081 03 10.35   (W)   HD_HELD1
 DM3429* NAVD 88 ORTHO HEIGHT -     0.848 (meters)        2.78  (feet) ADJUSTED
 DM3429  ______________________________________________________________________
 DM3429  GEOID HEIGHT    -        -28.447 (meters)                     GEOID18
 DM3429  DYNAMIC HEIGHT  -          0.847 (meters)        2.78  (feet) COMP
 DM3429  MODELED GRAVITY -    979,283.0   (mgal)                       NAVD 88
 DM3429
 DM3429  VERT ORDER      -  SECOND    CLASS I
 DM3429
 DM3429.The horizontal coordinates were determined by differentially corrected
 DM3429.hand held GPS observations or other comparable positioning techniques
 DM3429.and have an estimated accuracy of +/- 3 meters.
 DM3429
 DM3429.The orthometric height was determined by differential leveling and
 DM3429.adjusted by the NATIONAL GEODETIC SURVEY
 DM3429.in July 2011.
 DM3429
 DM3429.No vertical observational check was made to the station.
 DM3429
 DM3429.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3429.GEOID18 height accuracy estimate available here.
 DM3429
 DM3429.Click photographs - Photos may exist for this station.
 DM3429
 DM3429.The dynamic height is computed by dividing the NAVD 88
 DM3429.geopotential number by the normal gravity value computed on the
 DM3429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3429.degrees latitude (g = 980.6199 gals.).
 DM3429
 DM3429.The modeled gravity was interpolated from observed gravity values.
 DM3429
 DM3429;                    North         East    Units  Estimated Accuracy
 DM3429;SPC FL E     -   548,802.0     194,862.5     MT  (+/- 3 meters HH1 GPS) 
 DM3429
 DM3429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9486439746(NAD 83)
 DM3429
 DM3429                          SUPERSEDED SURVEY CONTROL
 DM3429
 DM3429.No superseded survey control is available for this station.
 DM3429
 DM3429_MARKER: DD = SURVEY DISK
 DM3429_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM3429_SP_SET: PILING CAP
 DM3429_STAMPING: 0954 K 2002
 DM3429_MARK LOGO: FLDEP
 DM3429_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3429_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3429+SATELLITE: SATELLITE OBSERVATIONS - November 16, 2005
 DM3429
 DM3429  HISTORY     - Date     Condition        Report By
 DM3429  HISTORY     - 2002     MONUMENTED       FLDEP
 DM3429  HISTORY     - 20051116 GOOD             FLDEP
 DM3429
 DM3429                          STATION DESCRIPTION
 DM3429
 DM3429'DESCRIBED BY FL DEPT OF ENV PRO 2005 (MJR)
 DM3429'THE STATION IS LOCATED ABOUT 10.7 MI (17.2 KM) NORTH-NORTHWEST OF PORT
 DM3429'ORANGE, 5.5 MI (8.8 KM) NORTH-NORTHWEST OF DAYTONA BEACH AND IN THE
 DM3429'TOWN OF ORMOND BEACH, FLORIDA IN SECTION 15, TOWNSHIP 14 SOUTH, RANGE
 DM3429'32 EAST.
 DM3429'
 DM3429'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 40 (GRANADA
 DM3429'BOULEVARD) AND U.S. HIGHWAY 1 (YONGE STREET) IN ORMOND BEACH, GO EAST
 DM3429'ON STATE HIGHWAY 40 (GRANADA BOULEVARD) FOR 0.45 MI (0.7 KM) TO THE
 DM3429'INTERSECTION OF BEACH STREET.  TURN RIGHT ON SOUTH BEACH STREET AND GO
 DM3429'SOUTH FOR 0.05 MI (0.1 KM) TO THE ENTRANCE TO THE GRANADA CASSEN PARK
 DM3429'ON THE LEFT.  TURN LEFT ON THE ENTRANCE ROAD AND GO EAST FOR 0.05 MI
 DM3429'(0.1 KM) TO THE PUBLIC BOAT RAMP ON THE RIGHT, NOW BY BOAT GO
 DM3429'NORTHEAST FOR ABOUT 500.0 FT (152.4 M) TO THE MARK, SET FLUSH IN THE
 DM3429'SOUTHEAST CORNER OF THE FIFTH PILING CAP FROM THE WEST SIDE OF THE
 DM3429'BRIDGE ON THE SOUTH SIDE OF STATE HIGHWAY 40 BRIDGE.
 DM3429'
 DM3429'THE MARK IS LOCATED 442.9 FT (135.0 M) EAST OF THE SEAWALL ALONG THE
 DM3429'WEST BANK OF THE RIVER, 202.4 FT (61.7 M) NORTHWEST OF 872 0954
 DM3429'AQUATRAK, 200.3 FT (61.1 M) EAST OF TIDAL MARK 0954 J AND 2.5 FT (0.8
 DM3429'M) NORTHWEST OF THE SOUTHEAST CORNER OF THE PILING CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8506 ***********************************************************************
 DR8506  DESIGNATION -  872 1002 A
 DR8506  PID         -  DR8506
 DR8506  STATE/COUNTY-  FL/LAKE
 DR8506  COUNTRY     -  US
 DR8506  USGS QUAD   -  JUNIPER SPRINGS (2018)
 DR8506
 DR8506                         *CURRENT SURVEY CONTROL
 DR8506  ______________________________________________________________________
 DR8506* NAD 83(1986) POSITION- 29 14 50.34   (N) 081 38 14.72   (W)   HD_HELD1
 DR8506* NAVD 88 ORTHO HEIGHT -     1.188 (meters)        3.90  (feet) ADJUSTED
 DR8506  ______________________________________________________________________
 DR8506  GEOID HEIGHT    -        -28.331 (meters)                     GEOID18
 DR8506  DYNAMIC HEIGHT  -          1.186 (meters)        3.89  (feet) COMP
 DR8506  MODELED GRAVITY -    979,251.6   (mgal)                       NAVD 88
 DR8506
 DR8506  VERT ORDER      -  FIRST     CLASS II
 DR8506
 DR8506.The horizontal coordinates were determined by differentially corrected
 DR8506.hand held GPS observations or other comparable positioning techniques
 DR8506.and have an estimated accuracy of +/- 3 meters.
 DR8506
 DR8506.The orthometric height was determined by differential leveling and
 DR8506.adjusted by the NATIONAL GEODETIC SURVEY
 DR8506.in February 2023.
 DR8506
 DR8506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8506.GEOID18 height accuracy estimate available here.
 DR8506
 DR8506.Click photographs - Photos may exist for this station.
 DR8506
 DR8506.The dynamic height is computed by dividing the NAVD 88
 DR8506.geopotential number by the normal gravity value computed on the
 DR8506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8506.degrees latitude (g = 980.6199 gals.).
 DR8506
 DR8506.The modeled gravity was interpolated from observed gravity values.
 DR8506
 DR8506;                    North         East    Units  Estimated Accuracy
 DR8506;SPC FL E     -   544,608.9     138,041.7     MT  (+/- 3 meters HH1 GPS) 
 DR8506
 DR8506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3806235555(NAD 83)
 DR8506
 DR8506                          SUPERSEDED SURVEY CONTROL
 DR8506
 DR8506.No superseded survey control is available for this station.
 DR8506
 DR8506_MARKER: F = FLANGE-ENCASED ROD
 DR8506_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8506_STAMPING: 1002 A 2022
 DR8506_MARK LOGO: FLDEP
 DR8506_PROJECTION: RECESSED 5 CENTIMETERS
 DR8506_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8506+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DR8506_ROD/PIPE-DEPTH: 9.2 meters
 DR8506
 DR8506  HISTORY     - Date     Condition        Report By
 DR8506  HISTORY     - 20221025 MONUMENTED       FLDEP
 DR8506
 DR8506                          STATION DESCRIPTION
 DR8506
 DR8506'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8506'THE MARK IS ABOUT 10.0 MI (16.1 KM) WEST-SOUTHWEST OF SEVILLE, 9.3 MI
 DR8506'(15.0 KM) SOUTHEAST OF SALT SPRINGS, 8.9 MI (14.3 KM) NORTHWEST OF
 DR8506'ASTOR, IN SECTION 37, TOWNSHIP 14 SOUTH, RANGE 27 EAST.
 DR8506'
 DR8506'TO REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO WEST ON STATE ROAD
 DR8506'40 FOR 7.0 MI (11.3 KM) TO THE INTERSECTION OF STATE ROAD 19.  TURN
 DR8506'RIGHT ON STATE ROAD 19 AND GO NORTHLY FOR 5.25 MI (8.45 KM) TO THE
 DR8506'JUNCTION OF JUNIPER HUNT CLUB ROAD ON THE RIGHT.  TURN RIGHT ON
 DR8506'JUNIPER HUNT CLUB ROAD AND GO NORTHEAST FOR 1.0 MI (1.6 KM) TO THE
 DR8506'JUNIPER HUNT CLUB LODGE ON THE LEFT AND THE MARK ON THE RIGHT, AN
 DR8506'ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 30.1 FT (9.2 M)
 DR8506'WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW
 DR8506'THE LEVEL OF THE GROUND AND 0.2 FT (6 CM) BELOW THE LEVEL THE HUNTING
 DR8506'CLUB DIRT ROAD, THE DATUM POINT IS RECESSED 0.2 FT (6 CM) BELOW THE
 DR8506'LEVEL OF THE (FLDEP) LOGO CAP.
 DR8506'
 DR8506'LOCATED 90.5 FT (27.6 M) WEST-SOUTHWEST OF ELECTRIC METER BOX
 DR8506'154-555-648, 64.3 FT (19.6 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE
 DR8506'HUNTING CLUB LODGE WOODEN DECK, 44.5 FT (13.6 M) NORTHWEST OF A FLAG
 DR8506'POLE AND 14.9 FT (4.5 M) NORTHEAST OF A STEEL BELL.
 DR8506'
 DR8506'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR8506'
 DR8506'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8506'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8505 ***********************************************************************
 DR8505  DESIGNATION -  872 1002 B
 DR8505  PID         -  DR8505
 DR8505  STATE/COUNTY-  FL/LAKE
 DR8505  COUNTRY     -  US
 DR8505  USGS QUAD   -  JUNIPER SPRINGS (2018)
 DR8505
 DR8505                         *CURRENT SURVEY CONTROL
 DR8505  ______________________________________________________________________
 DR8505* NAD 83(1986) POSITION- 29 14 50.47   (N) 081 38 12.92   (W)   HD_HELD1
 DR8505* NAVD 88 ORTHO HEIGHT -     0.709 (meters)        2.33  (feet) ADJUSTED
 DR8505  ______________________________________________________________________
 DR8505  GEOID HEIGHT    -        -28.331 (meters)                     GEOID18
 DR8505  DYNAMIC HEIGHT  -          0.708 (meters)        2.32  (feet) COMP
 DR8505  MODELED GRAVITY -    979,251.7   (mgal)                       NAVD 88
 DR8505
 DR8505  VERT ORDER      -  FIRST     CLASS II
 DR8505
 DR8505.The horizontal coordinates were determined by differentially corrected
 DR8505.hand held GPS observations or other comparable positioning techniques
 DR8505.and have an estimated accuracy of +/- 3 meters.
 DR8505
 DR8505.The orthometric height was determined by differential leveling and
 DR8505.adjusted by the NATIONAL GEODETIC SURVEY
 DR8505.in February 2023.
 DR8505
 DR8505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8505.GEOID18 height accuracy estimate available here.
 DR8505
 DR8505.Click photographs - Photos may exist for this station.
 DR8505
 DR8505.The dynamic height is computed by dividing the NAVD 88
 DR8505.geopotential number by the normal gravity value computed on the
 DR8505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8505.degrees latitude (g = 980.6199 gals.).
 DR8505
 DR8505.The modeled gravity was interpolated from observed gravity values.
 DR8505
 DR8505;                    North         East    Units  Estimated Accuracy
 DR8505;SPC FL E     -   544,612.6     138,090.3     MT  (+/- 3 meters HH1 GPS) 
 DR8505
 DR8505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3811135558(NAD 83)
 DR8505
 DR8505                          SUPERSEDED SURVEY CONTROL
 DR8505
 DR8505.No superseded survey control is available for this station.
 DR8505
 DR8505_MARKER: F = FLANGE-ENCASED ROD
 DR8505_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8505_STAMPING: 1002 B 2022
 DR8505_MARK LOGO: FLDEP
 DR8505_PROJECTION: RECESSED 8 CENTIMETERS
 DR8505_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8505+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DR8505_ROD/PIPE-DEPTH: 9.2 meters
 DR8505
 DR8505  HISTORY     - Date     Condition        Report By
 DR8505  HISTORY     - 20221025 MONUMENTED       FLDEP
 DR8505
 DR8505                          STATION DESCRIPTION
 DR8505
 DR8505'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8505'THE MARK IS ABOUT 9.9 MI (15.9 KM) WEST-SOUTHWEST OF SEVILLE, 9.3 MI
 DR8505'(15.0 KM) SOUTHEAST OF SALT SPRINGS, 8.9 MI (14.3 KM) NORTHWEST OF
 DR8505'ASTOR, IN SECTION 37, TOWNSHIP 14 SOUTH, RANGE 27 EAST.
 DR8505'
 DR8505'TO REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO WEST ON STATE ROAD
 DR8505'40 FOR 7.0 MI (11.3 KM) TO THE INTERSECTION OF STATE ROAD 19.  TURN
 DR8505'RIGHT ON STATE ROAD 19 AND GO NORTHLY FOR 5.25 MI (8.45 KM) TO THE
 DR8505'JUNCTION OF JUNIPER HUNT CLUB ROAD ON THE RIGHT.  TURN RIGHT ON
 DR8505'JUNIPER HUNT CLUB ROAD AND GO NORTHEAST FOR 1.0 MI (1.6 KM) TO THE
 DR8505'JUNIPER HUNT CLUB LODGE ON THE LEFT, NOW BY WALKING NORTH-NORTHEAST
 DR8505'FOR ABOUT 150.0 FT (45.7 M) TO THE MARK, AN ALUMINUM ALLOY ROD DRIVEN
 DR8505'TO REFUSAL AT A DEPTH OF 30.3 FT (9.2 M) WITH A 6-INCH (15 CM) (FLDEP)
 DR8505'LOGO CAP RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND, THE
 DR8505'DATUM POINT IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE (FLDEP)
 DR8505'LOGO CAP.
 DR8505'
 DR8505'LOCATED 160.0 FT (48.8 M) EAST OF SURVEY ROD MARK 1002 A 2022, 119.9
 DR8505'FT (36.5 M) EAST-NORTHEAST OF A FLAG POLE, 78.9 FT (24.0 M) SOUTHEAST
 DR8505'OF ELECTRIC METER BOX 154-555-648 AND 34.3 FT (10.5 M) SOUTH OF THE
 DR8505'SOUTH END OF A WOODEN FISHING PIER.
 DR8505'
 DR8505'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR8505'
 DR8505'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8505'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8508 ***********************************************************************
 DR8508  DESIGNATION -  872 1002 C
 DR8508  PID         -  DR8508
 DR8508  STATE/COUNTY-  FL/LAKE
 DR8508  COUNTRY     -  US
 DR8508  USGS QUAD   -  JUNIPER SPRINGS (2018)
 DR8508
 DR8508                         *CURRENT SURVEY CONTROL
 DR8508  ______________________________________________________________________
 DR8508* NAD 83(1986) POSITION- 29 14 27.71   (N) 081 38 10.62   (W)   HD_HELD1
 DR8508* NAVD 88 ORTHO HEIGHT -     2.945 (meters)        9.66  (feet) ADJUSTED
 DR8508  ______________________________________________________________________
 DR8508  GEOID HEIGHT    -        -28.332 (meters)                     GEOID18
 DR8508  DYNAMIC HEIGHT  -          2.941 (meters)        9.65  (feet) COMP
 DR8508  MODELED GRAVITY -    979,250.7   (mgal)                       NAVD 88
 DR8508
 DR8508  VERT ORDER      -  FIRST     CLASS II
 DR8508
 DR8508.The horizontal coordinates were determined by differentially corrected
 DR8508.hand held GPS observations or other comparable positioning techniques
 DR8508.and have an estimated accuracy of +/- 3 meters.
 DR8508
 DR8508.The orthometric height was determined by differential leveling and
 DR8508.adjusted by the NATIONAL GEODETIC SURVEY
 DR8508.in February 2023.
 DR8508
 DR8508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8508.GEOID18 height accuracy estimate available here.
 DR8508
 DR8508.Click photographs - Photos may exist for this station.
 DR8508
 DR8508.The dynamic height is computed by dividing the NAVD 88
 DR8508.geopotential number by the normal gravity value computed on the
 DR8508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8508.degrees latitude (g = 980.6199 gals.).
 DR8508
 DR8508.The modeled gravity was interpolated from observed gravity values.
 DR8508
 DR8508;                    North         East    Units  Estimated Accuracy
 DR8508;SPC FL E     -   543,911.5     138,148.6     MT  (+/- 3 meters HH1 GPS) 
 DR8508
 DR8508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3816934857(NAD 83)
 DR8508
 DR8508                          SUPERSEDED SURVEY CONTROL
 DR8508
 DR8508.No superseded survey control is available for this station.
 DR8508
 DR8508_MARKER: F = FLANGE-ENCASED ROD
 DR8508_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR8508+WITH SETTING: INFORMATION.
 DR8508_STAMPING: 1002 C 2022
 DR8508_MARK LOGO: FLDEP
 DR8508_PROJECTION: RECESSED 5 CENTIMETERS
 DR8508_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR8508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8508+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DR8508_ROD/PIPE-DEPTH: 1.6 meters
 DR8508
 DR8508  HISTORY     - Date     Condition        Report By
 DR8508  HISTORY     - 20221025 MONUMENTED       FLDEP
 DR8508
 DR8508                          STATION DESCRIPTION
 DR8508
 DR8508'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8508'THE MARK IS ABOUT 10.3 MI (16.6 KM) WEST-SOUTHWEST OF SEVILLE, 9.5 MI
 DR8508'(15.3 KM) SOUTHEAST OF SALT SPRINGS, 8.7 MI (14.0 KM) NORTHWEST OF
 DR8508'ASTOR, IN SECTION 38, TOWNSHIP 14 SOUTH, RANGE 27 EAST.
 DR8508'
 DR8508'TO REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO WEST ON STATE ROAD
 DR8508'40 FOR 7.0 MI (11.3 KM) TO THE INTERSECTION OF STATE ROAD 19.  TURN
 DR8508'RIGHT ON STATE ROAD 19 AND GO NORTHLY FOR 5.25 MI (8.45 KM) TO THE
 DR8508'JUNCTION OF JUNIPER HUNT CLUB ROAD ON THE RIGHT.  TURN RIGHT ON
 DR8508'JUNIPER HUNT CLUB ROAD AND GO NORTHEAST FOR 0.5 MI (0.8 KM) TO THE
 DR8508'JUNCTION OF A SAND ROAD ON THE RIGHT.  TURN RIGHT ON THE SAND ROAD AND
 DR8508'GO EAST-NORTHEAST FOR 0.25 MI (0.4 KM) AND THE MARK ON THE
 DR8508'LEFT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF 5.1 FT
 DR8508'(1.6 M) WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM)
 DR8508'BELOW THE LEVEL OF THE GROUND AND 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DR8508'SAND ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL
 DR8508'OF THE (FLDEP) LOGO CAP.
 DR8508'
 DR8508'LOCATED 26.0 FT (7.9 M) EAST OF THE APPROXIMATE CENTERLINE A SAND ROAD
 DR8508'NORTHWEST, 13.3 FT (4.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF A
 DR8508'SAND ROAD WEST-NORTHWEST AND EAST-SOUTHEAST AND 4.2 FT (1.3 M)
 DR8508'SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST.
 DR8508'
 DR8508'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR8508'
 DR8508'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8508'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8507 ***********************************************************************
 DR8507  DESIGNATION -  872 1002 D
 DR8507  PID         -  DR8507
 DR8507  STATE/COUNTY-  FL/MARION
 DR8507  COUNTRY     -  US
 DR8507  USGS QUAD   -  JUNIPER SPRINGS (2018)
 DR8507
 DR8507                         *CURRENT SURVEY CONTROL
 DR8507  ______________________________________________________________________
 DR8507* NAD 83(1986) POSITION- 29 14 38.80   (N) 081 38 31.22   (W)   HD_HELD1
 DR8507* NAVD 88 ORTHO HEIGHT -     4.186 (meters)       13.73  (feet) ADJUSTED
 DR8507  ______________________________________________________________________
 DR8507  GEOID HEIGHT    -        -28.328 (meters)                     GEOID18
 DR8507  DYNAMIC HEIGHT  -          4.180 (meters)       13.71  (feet) COMP
 DR8507  MODELED GRAVITY -    979,250.9   (mgal)                       NAVD 88
 DR8507
 DR8507  VERT ORDER      -  FIRST     CLASS II
 DR8507
 DR8507.The horizontal coordinates were determined by differentially corrected
 DR8507.hand held GPS observations or other comparable positioning techniques
 DR8507.and have an estimated accuracy of +/- 3 meters.
 DR8507
 DR8507.The orthometric height was determined by differential leveling and
 DR8507.adjusted by the NATIONAL GEODETIC SURVEY
 DR8507.in February 2023.
 DR8507
 DR8507.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8507.GEOID18 height accuracy estimate available here.
 DR8507
 DR8507.Click photographs - Photos may exist for this station.
 DR8507
 DR8507.The dynamic height is computed by dividing the NAVD 88
 DR8507.geopotential number by the normal gravity value computed on the
 DR8507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8507.degrees latitude (g = 980.6199 gals.).
 DR8507
 DR8507.The modeled gravity was interpolated from observed gravity values.
 DR8507
 DR8507;                    North         East    Units  Estimated Accuracy
 DR8507;SPC FL W     -   544,138.3     234,798.4     MT  (+/- 3 meters HH1 GPS) 
 DR8507
 DR8507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3761535202(NAD 83)
 DR8507
 DR8507                          SUPERSEDED SURVEY CONTROL
 DR8507
 DR8507.No superseded survey control is available for this station.
 DR8507
 DR8507_MARKER: F = FLANGE-ENCASED ROD
 DR8507_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 DR8507_STAMPING: 1002 D 2022
 DR8507_MARK LOGO: FLDEP
 DR8507_PROJECTION: RECESSED 8 CENTIMETERS
 DR8507_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8507+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DR8507_ROD/PIPE-DEPTH: 4.6 meters
 DR8507
 DR8507  HISTORY     - Date     Condition        Report By
 DR8507  HISTORY     - 20221025 MONUMENTED       FLDEP
 DR8507
 DR8507                          STATION DESCRIPTION
 DR8507
 DR8507'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8507'THE MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) WEST-SOUTHWEST OF SEVILLE,
 DR8507'9.3 MI (15.0 KM) SOUTHEAST OF SALT SPRINGS AND 9.0 MI (14.5 KM)
 DR8507'NORTHWEST OF ASTOR.  IN SECTION 39, TOWNSHIP 14 SOUTH, RANGE 26 EAST.
 DR8507'
 DR8507'TO REACH THE MARK FROM THE POST OFFICE IN ASTOR, GO WEST ON STATE ROAD
 DR8507'40 FOR 7.0 MI (11.3 KM) TO THE INTERSECTION OF STATE ROAD 19.  TURN
 DR8507'RIGHT ON STATE ROAD 19 AND GO NORTHLY FOR 5.25 MI (8.45 KM) TO THE
 DR8507'JUNCTION OF JUNIPER HUNT CLUB ROAD ON THE RIGHT.  TURN RIGHT ON
 DR8507'JUNIPER HUNT CLUB ROAD AND GO NORTHEAST FOR 0.5 MI (0.8 KM) TO THE
 DR8507'INTERSECTION OF A SAND ROAD.  TURN LEFT ON SAND ROAD AND GO
 DR8507'WEST-NORTHWEST FOR 0.2 MI (0.3 KM) TO A LARGE OPEN FIELD AND THE MARK
 DR8507'ON THE RIGHT, AN ALUMINUM ALLOY ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DR8507'15.2 FT (4.6 M) WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.3 FT
 DR8507'(9 CM) BELOW THE LEVEL OF THE GROUND AND 0.3 FT (9 CM) BELOW THE LEVEL
 DR8507'OF THE SAND ROAD, THE DATUM POINT IS RECESSED 0.3 FT (9 CM) BELOW THE
 DR8507'LEVEL OF THE (FLDEP) LOGO CAP.
 DR8507'
 DR8507'LOCATED 183.6 FT (56.0 M) EAST OF A HIGH VOLTAGE UTILITY POLE, 100.1
 DR8507'FT (30.5 M) WEST OF APPROXIMATE CENTERLINE OF A ROAD RUNNING
 DR8507'NORTH-NORTHEASTERLY AND 18.8 FT (5.7 M) SOUTH OF A CARSONITE WITNESS
 DR8507'POST.
 DR8507'
 DR8507'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
 DR8507'
 DR8507'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8507'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2608 ***********************************************************************
 AQ2608  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2608  DESIGNATION -  872 1002 TIDAL 1
 AQ2608  PID         -  AQ2608
 AQ2608  STATE/COUNTY-  FL/LAKE
 AQ2608  COUNTRY     -  US
 AQ2608  USGS QUAD   -  JUNIPER SPRINGS (2018)
 AQ2608
 AQ2608                         *CURRENT SURVEY CONTROL
 AQ2608  ______________________________________________________________________
 AQ2608* NAD 83(1986) POSITION- 29 14 49.44   (N) 081 38 16.44   (W)   HD_HELD1
 AQ2608* NAVD 88 ORTHO HEIGHT -     1.873 (meters)        6.15  (feet) ADJUSTED
 AQ2608  ______________________________________________________________________
 AQ2608  GEOID HEIGHT    -        -28.330 (meters)                     GEOID18
 AQ2608  DYNAMIC HEIGHT  -          1.871 (meters)        6.14  (feet) COMP
 AQ2608  MODELED GRAVITY -    979,251.6   (mgal)                       NAVD 88
 AQ2608
 AQ2608  VERT ORDER      -  FIRST     CLASS II
 AQ2608
 AQ2608.The horizontal coordinates were determined by differentially corrected
 AQ2608.hand held GPS observations or other comparable positioning techniques
 AQ2608.and have an estimated accuracy of +/- 3 meters.
 AQ2608
 AQ2608.The orthometric height was determined by differential leveling and
 AQ2608.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2608.in February 2023.
 AQ2608
 AQ2608.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2608.GEOID18 height accuracy estimate available here.
 AQ2608
 AQ2608.This Tidal Bench Mark is designated as VM 5270
 AQ2608.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2608
 AQ2608.Click photographs - Photos may exist for this station.
 AQ2608
 AQ2608.The dynamic height is computed by dividing the NAVD 88
 AQ2608.geopotential number by the normal gravity value computed on the
 AQ2608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2608.degrees latitude (g = 980.6199 gals.).
 AQ2608
 AQ2608.The modeled gravity was interpolated from observed gravity values.
 AQ2608
 AQ2608;                    North         East    Units  Estimated Accuracy
 AQ2608;SPC FL E     -   544,581.4     137,995.1     MT  (+/- 3 meters HH1 GPS) 
 AQ2608
 AQ2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN3801635527(NAD 83)
 AQ2608
 AQ2608                          SUPERSEDED SURVEY CONTROL
 AQ2608
 AQ2608  NAVD 88 (??/??/92)    1.794  (m)            5.89   (f) SUPERSEDED  3 0
 AQ2608
 AQ2608.Superseded values are not recommended for survey control.
 AQ2608
 AQ2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2608.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2608
 AQ2608_MARKER: DB = BENCH MARK DISK
 AQ2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2608_STAMPING: NO 1 1937
 AQ2608_MARK LOGO: CGS
 AQ2608_PROJECTION: PROJECTING 5 CENTIMETERS
 AQ2608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2608+STABILITY: SURFACE MOTION
 AQ2608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2608+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2022
 AQ2608
 AQ2608  HISTORY     - Date     Condition        Report By
 AQ2608  HISTORY     - 1937     MONUMENTED       CGS
 AQ2608  HISTORY     - 1985     GOOD             FLDNR
 AQ2608  HISTORY     - 19970211 GOOD             USPSQD
 AQ2608  HISTORY     - 20221010 GOOD             FLDEP
 AQ2608
 AQ2608                          STATION DESCRIPTION
 AQ2608
 AQ2608'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2608'13.85 MI NW FROM ASTOR.
 AQ2608'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND STATE ROAD 19 (7.9
 AQ2608'MILES WEST OF ASTOR), GO 4.95 MILES NORTH ON STATE ROAD 19 TO THE
 AQ2608'ENTRANCE ROAD (SAND ROAD) TO THE JUNIPER CLUB, GO 1 MILE NORTHEAST ON
 AQ2608'THE JUNIPER CLUB ROAD TO THE JUNIPER LODGE AND THE MARK.  THE MARK
 AQ2608'BEARS 26 FEET SOUTH OF THE SHORELINE OF SILVER GLENN SPRINGS RUN, AND
 AQ2608'19.5 FEET SOUTHWEST OF THE WEST CORNER OF THE LODGE.
 AQ2608
 AQ2608                          STATION RECOVERY (1997)
 AQ2608
 AQ2608'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ2608'RECOVERED IN GOOD CONDITION.
 AQ2608
 AQ2608                          STATION RECOVERY (2022)
 AQ2608
 AQ2608'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (DLP)
 AQ2608'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2607 ***********************************************************************
 AQ2607  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2607  DESIGNATION -  872 1002 TIDAL 2
 AQ2607  PID         -  AQ2607
 AQ2607  STATE/COUNTY-  FL/LAKE
 AQ2607  COUNTRY     -  US
 AQ2607  USGS QUAD   -  JUNIPER SPRINGS (2018)
 AQ2607
 AQ2607                         *CURRENT SURVEY CONTROL
 AQ2607  ______________________________________________________________________
 AQ2607* NAD 83(1986) POSITION- 29 14 50.     (N) 081 38 16.     (W)   SCALED
 AQ2607* NAVD 88 ORTHO HEIGHT -     1.839 (meters)        6.03  (feet) POSTED
 AQ2607  ______________________________________________________________________
 AQ2607  GEOID HEIGHT    -        -28.330 (meters)                     GEOID18
 AQ2607  DYNAMIC HEIGHT  -          1.84  (meters)        6.0   (feet) COMP
 AQ2607  MODELED GRAVITY -    979,251.6   (mgal)                       NAVD 88
 AQ2607
 AQ2607  VERT ORDER      -  * POSTED, SEE BELOW
 AQ2607
 AQ2607.The horizontal coordinates were scaled from a map and have
 AQ2607.an estimated accuracy of +/- 6 seconds.
 AQ2607
 AQ2607.The orthometric height was determined by differential leveling
 AQ2607.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AQ2607
 AQ2607.* This is a POSTED BENCH MARK height.
 AQ2607
 AQ2607.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2607.GEOID18 height accuracy estimate available here.
 AQ2607
 AQ2607.This Tidal Bench Mark is designated as VM 5271
 AQ2607.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2607
 AQ2607.Click photographs - Photos may exist for this station.
 AQ2607
 AQ2607.The dynamic height is computed by dividing the NAVD 88
 AQ2607.geopotential number by the normal gravity value computed on the
 AQ2607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2607.degrees latitude (g = 980.6199 gals.).
 AQ2607
 AQ2607.The modeled gravity was interpolated from observed gravity values.
 AQ2607
 AQ2607;                    North         East    Units  Estimated Accuracy
 AQ2607;SPC FL E     -   544,600.      138,010.      MT  (+/- 180 meters Scaled)
 AQ2607
 AQ2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN380355(NAD 83)
 AQ2607
 AQ2607                          SUPERSEDED SURVEY CONTROL
 AQ2607
 AQ2607.No superseded survey control is available for this station.
 AQ2607
 AQ2607_MARKER: DB = BENCH MARK DISK
 AQ2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2607_STAMPING: NO 2 1937
 AQ2607_MARK LOGO: CGS
 AQ2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2607+STABILITY: SURFACE MOTION
 AQ2607
 AQ2607  HISTORY     - Date     Condition        Report By
 AQ2607  HISTORY     - 1937     MONUMENTED       CGS
 AQ2607  HISTORY     - 1985     GOOD             FLDNR
 AQ2607  HISTORY     - 19970211 GOOD             USPSQD
 AQ2607  HISTORY     - 20221010 MARK NOT FOUND   FLDEP
 AQ2607
 AQ2607                          STATION DESCRIPTION
 AQ2607
 AQ2607'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2607'13.85 MI NW FROM ASTOR.
 AQ2607'BEGIN AT THE INTERSECTION OF STATE ROAD 40 AND STATE ROAD 19 (7.9
 AQ2607'MILES WEST OF ASTOR), GO 4.95 MILES NORTH ON STATE ROAD 19 TO THE
 AQ2607'ENTRANCE ROAD (SAND ROAD) TO THE JUNIPER CLUB, GO 1 MILE NORTHEAST ON
 AQ2607'THE JUNIPER CLUB ROAD TO THE JUNIPER LODGE AND THE MARK.  THE MARK
 AQ2607'BEARS 6.5 FEET NORTHEAST OF THE EAST CORNER OF THE LODGE AND ABOUT
 AQ2607'131 FEET SOUTHEAST OF THE SHORELINE OF SILVER GLENN SPRINGS RUN.
 AQ2607
 AQ2607                          STATION RECOVERY (1997)
 AQ2607
 AQ2607'RECOVERY NOTE BY US POWER SQUADRON 1997
 AQ2607'RECOVERED IN GOOD CONDITION.
 AQ2607
 AQ2607                          STATION RECOVERY (2022)
 AQ2607
 AQ2607'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 AQ2607'NOT RECOVERED.
 AQ2607'
 AQ2607'NOTE-A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ0156 ***********************************************************************
 AQ0156  DESIGNATION -  872 1020 TIDAL 1 RESET
 AQ0156  PID         -  AQ0156
 AQ0156  STATE/COUNTY-  FL/VOLUSIA
 AQ0156  COUNTRY     -  US
 AQ0156  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ0156
 AQ0156                         *CURRENT SURVEY CONTROL
 AQ0156  ______________________________________________________________________
 AQ0156* NAD 83(1986) POSITION- 29 13 39.     (N) 081 00 29.     (W)   SCALED
 AQ0156* NAVD 88 ORTHO HEIGHT -     3.343 (meters)       10.97  (feet) ADJUSTED
 AQ0156  ______________________________________________________________________
 AQ0156  GEOID HEIGHT    -        -28.395 (meters)                     GEOID18
 AQ0156  DYNAMIC HEIGHT  -          3.338 (meters)       10.95  (feet) COMP
 AQ0156  MODELED GRAVITY -    979,280.3   (mgal)                       NAVD 88
 AQ0156
 AQ0156  VERT ORDER      -  FIRST     CLASS II
 AQ0156
 AQ0156.The horizontal coordinates were scaled from a map and have
 AQ0156.an estimated accuracy of +/- 6 seconds.
 AQ0156
 AQ0156.The orthometric height was determined by differential leveling and
 AQ0156.adjusted by the NATIONAL GEODETIC SURVEY
 AQ0156.in May 1994.
 AQ0156
 AQ0156.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ0156.GEOID18 height accuracy estimate available here.
 AQ0156
 AQ0156.Click photographs - Photos may exist for this station.
 AQ0156
 AQ0156.The dynamic height is computed by dividing the NAVD 88
 AQ0156.geopotential number by the normal gravity value computed on the
 AQ0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ0156.degrees latitude (g = 980.6199 gals.).
 AQ0156
 AQ0156.The modeled gravity was interpolated from observed gravity values.
 AQ0156
 AQ0156;                    North         East    Units  Estimated Accuracy
 AQ0156;SPC FL E     -   542,240.      199,220.      MT  (+/- 180 meters Scaled)
 AQ0156
 AQ0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN992331(NAD 83)
 AQ0156
 AQ0156                          SUPERSEDED SURVEY CONTROL
 AQ0156
 AQ0156  NGVD 29 (09/01/92)    3.699  (m)           12.14   (f) ADJUSTED    1 2
 AQ0156
 AQ0156.Superseded values are not recommended for survey control.
 AQ0156
 AQ0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ0156.See file dsdata.pdf to determine how the superseded data were derived.
 AQ0156
 AQ0156_MARKER: DV = VERTICAL CONTROL DISK
 AQ0156_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ0156_SP_SET: SIDEWALK
 AQ0156_STAMPING: TIDAL 1 RESET 1976
 AQ0156_MARK LOGO: NGS
 AQ0156_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ0156+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1991
 AQ0156
 AQ0156  HISTORY     - Date     Condition        Report By
 AQ0156  HISTORY     - 1976     MONUMENTED       NGS
 AQ0156  HISTORY     - 1990     GOOD             USPSQD
 AQ0156  HISTORY     - 19910315 GOOD             NGS
 AQ0156  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ0156
 AQ0156                          STATION DESCRIPTION
 AQ0156
 AQ0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AQ0156'AT DAYTONA BEACH, AT BEACH ON CONCRETE WALKWAY, ABOUT 75 YARDS
 AQ0156'EAST-NORTHEAST OF THE CENTER OF INTERSECTION OF MAIN STREET AND
 AQ0156'OCEAN AVENUE, 63.6 FEET NORTH OF THE CENTER OF MAIN STREET,
 AQ0156'47 FEET EAST OF THE EAST SIDE OF LINE OF BUILDINGS ON THE WATER
 AQ0156'FRONT, 29.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 AQ0156'STEPS TO ARCHWAY OVER MAIN STREET TO BUILDING, 3.5 FEET SOUTH
 AQ0156'OF THE SOUTH SIDE OF THE BENCH, 3 FEET WEST OF THE CONCRETE
 AQ0156'SEA WALL, 3 FEET WEST OF THE NORTHWEST CORNER OF STEPS FROM
 AQ0156'BEACH TO SEAWALL AND A DISK SET IN TOP OF A CONCRETE WALKWAY ON
 AQ0156'WEST SIDE OF SEAWALL.  DISK IS SET IN A DRILL HOLE ON WALKWAY.
 AQ0156'TIDAL STA I-48
 AQ0156
 AQ0156                          STATION RECOVERY (1990)
 AQ0156
 AQ0156'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ0156'RECOVERED IN GOOD CONDITION.
 AQ0156
 AQ0156                          STATION RECOVERY (1991)
 AQ0156
 AQ0156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ0156'IN DAYTONA BEACH, AT THE INTERSECTION OF OCEAN AVENUE AND MAIN STREET,
 AQ0156'IN THE EAST SIDE OF THE CONCRETE LANDING FOR THE BOARDWALK FUN
 AQ0156'CENTER, 70.8 M (232.3 FT) EAST OF THE AVENUE CENTER, 19.4 M
 AQ0156'(63.6 FT) NORTH OF THE STREET CENTER, 14.3 M (46.9 FT) EAST OF THE
 AQ0156'EAST FACE OF THE FUN CENTER, 9.0 M (29.5 FT) NORTH OF THE NORTHEAST
 AQ0156'CORNER OF AN ARCHWAY SPANNING MAIN STREET, 0.9 M (3.0 FT) WEST OF THE
 AQ0156'WEST EDGE OF THE LANDING, AND 0.9 M (3.0 FT) WEST OF THE NORTHWEST
 AQ0156'CORNER OF A SET OF STEPS LEADING TO THE BEACH.
 AQ0156
 AQ0156                          STATION RECOVERY (2026)
 AQ0156
 AQ0156'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ0156'MARK NOT FOUND.  SIDEWALK REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1129 ***********************************************************************
 AQ1129  DESIGNATION -  872 1020 TIDAL 10
 AQ1129  PID         -  AQ1129
 AQ1129  STATE/COUNTY-  FL/VOLUSIA
 AQ1129  COUNTRY     -  US
 AQ1129  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1129
 AQ1129                         *CURRENT SURVEY CONTROL
 AQ1129  ______________________________________________________________________
 AQ1129* NAD 83(1986) POSITION- 29 13 41.     (N) 081 00 29.     (W)   SCALED
 AQ1129* NAVD 88 ORTHO HEIGHT -     6.654 (meters)       21.83  (feet) ADJUSTED
 AQ1129  ______________________________________________________________________
 AQ1129  GEOID HEIGHT    -        -28.396 (meters)                     GEOID18
 AQ1129  DYNAMIC HEIGHT  -          6.644 (meters)       21.80  (feet) COMP
 AQ1129  MODELED GRAVITY -    979,280.3   (mgal)                       NAVD 88
 AQ1129
 AQ1129  VERT ORDER      -  FIRST     CLASS I
 AQ1129
 AQ1129.The horizontal coordinates were scaled from a map and have
 AQ1129.an estimated accuracy of +/- 6 seconds.
 AQ1129
 AQ1129.The orthometric height was determined by differential leveling and
 AQ1129.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1129.in June 1991.
 AQ1129
 AQ1129.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1129.GEOID18 height accuracy estimate available here.
 AQ1129
 AQ1129.Click photographs - Photos may exist for this station.
 AQ1129
 AQ1129.The dynamic height is computed by dividing the NAVD 88
 AQ1129.geopotential number by the normal gravity value computed on the
 AQ1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1129.degrees latitude (g = 980.6199 gals.).
 AQ1129
 AQ1129.The modeled gravity was interpolated from observed gravity values.
 AQ1129
 AQ1129;                    North         East    Units  Estimated Accuracy
 AQ1129;SPC FL E     -   542,310.      199,220.      MT  (+/- 180 meters Scaled)
 AQ1129
 AQ1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN992332(NAD 83)
 AQ1129
 AQ1129                          SUPERSEDED SURVEY CONTROL
 AQ1129
 AQ1129  NGVD 29 (??/??/92)    7.013  (m)           23.01   (f) SUPERSEDED  1 1
 AQ1129  NGVD 29 (09/01/92)    7.011  (m)           23.00   (f) ADJUSTED    1 1
 AQ1129
 AQ1129.Superseded values are not recommended for survey control.
 AQ1129
 AQ1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1129.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1129
 AQ1129_MARKER: DB = BENCH MARK DISK
 AQ1129_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1129_SP_SET: SIDEWALK
 AQ1129_STAMPING: 10 1947
 AQ1129_MARK LOGO: CGS
 AQ1129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1129
 AQ1129  HISTORY     - Date     Condition        Report By
 AQ1129  HISTORY     - 1947     MONUMENTED       CGS
 AQ1129  HISTORY     - 1965     GOOD             CGS
 AQ1129  HISTORY     - 1977     GOOD             NGS
 AQ1129  HISTORY     - 19910315 MARK NOT FOUND   NGS
 AQ1129
 AQ1129                          STATION DESCRIPTION
 AQ1129
 AQ1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AQ1129'AT DAYTONA BEACH.
 AQ1129'AT DAYTONA BEACH, ALONG N. OCEAN AVENUE NEAR THE JUNCTION OF
 AQ1129'AUDITORIUM BOULEVARD, 25.0 FEET NORTHEAST OF THE CENTER OF THE
 AQ1129'JUNCTION, 2.0 FEET NORTH OF THE SOUTH END OF THE SIDEWALK, 2.0
 AQ1129'FEET EAST OF THE RETAINING WALL ALONG THE WEST SIDE OF THE
 AQ1129'SIDEWALK, 23.0 FEET SOUTHWEST OF THE HEAD OF STAIRS LEADING TO
 AQ1129'BEACH, AND SET IN THE TOP OF THE SIDEWALK.
 AQ1129
 AQ1129                          STATION RECOVERY (1977)
 AQ1129
 AQ1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977
 AQ1129'RECOVERED IN GOOD CONDITION.
 AQ1129
 AQ1129                          STATION RECOVERY (1991)
 AQ1129
 AQ1129'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1129'THE DESCRIBED AREA IS NOW A PARKING LOT.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1134 ***********************************************************************
 AQ1134  DESIGNATION -  872 1020 TIDAL 6
 AQ1134  PID         -  AQ1134
 AQ1134  STATE/COUNTY-  FL/VOLUSIA
 AQ1134  COUNTRY     -  US
 AQ1134  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1134
 AQ1134                         *CURRENT SURVEY CONTROL
 AQ1134  ______________________________________________________________________
 AQ1134* NAD 83(1986) POSITION- 29 13 34.5    (N) 081 00 33.3    (W)   HD_HELD2
 AQ1134* NAVD 88 ORTHO HEIGHT -     4.428 (meters)       14.53  (feet) ADJUSTED
 AQ1134  ______________________________________________________________________
 AQ1134  GEOID HEIGHT    -        -28.395 (meters)                     GEOID18
 AQ1134  DYNAMIC HEIGHT  -          4.422 (meters)       14.51  (feet) COMP
 AQ1134  MODELED GRAVITY -    979,280.1   (mgal)                       NAVD 88
 AQ1134
 AQ1134  VERT ORDER      -  FIRST     CLASS I
 AQ1134
 AQ1134.The horizontal coordinates were established by autonomous hand held GPS
 AQ1134.observations and have an estimated accuracy of +/- 10 meters.
 AQ1134
 AQ1134.The orthometric height was determined by differential leveling and
 AQ1134.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1134.in May 1994.
 AQ1134
 AQ1134.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1134.GEOID18 height accuracy estimate available here.
 AQ1134
 AQ1134.Click photographs - Photos may exist for this station.
 AQ1134
 AQ1134.The dynamic height is computed by dividing the NAVD 88
 AQ1134.geopotential number by the normal gravity value computed on the
 AQ1134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1134.degrees latitude (g = 980.6199 gals.).
 AQ1134
 AQ1134.The modeled gravity was interpolated from observed gravity values.
 AQ1134
 AQ1134;                    North         East    Units  Estimated Accuracy
 AQ1134;SPC FL E     -   542,106.      199,101.      MT  (+/- 10 meters HH2 GPS)
 AQ1134
 AQ1134_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9910133052(NAD 83)
 AQ1134
 AQ1134                          SUPERSEDED SURVEY CONTROL
 AQ1134
 AQ1134  NAVD 88 (06/15/91)    4.418  (m)           14.49   (f) SUPERSEDED  1 1
 AQ1134  NGVD 29 (??/??/92)    4.782  (m)           15.69   (f) SUPERSEDED  1 1
 AQ1134  NGVD 29 (09/01/92)    4.785  (m)           15.70   (f) ADJUSTED    1 1
 AQ1134
 AQ1134.Superseded values are not recommended for survey control.
 AQ1134
 AQ1134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1134.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1134
 AQ1134_MARKER: DJ = TIDAL STATION DISK
 AQ1134_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1134_SP_SET: BUILDING
 AQ1134_STAMPING: 6 1925
 AQ1134_MARK LOGO: CGS
 AQ1134_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1134_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1134+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2026
 AQ1134
 AQ1134  HISTORY     - Date     Condition        Report By
 AQ1134  HISTORY     - 1925     MONUMENTED       CGS
 AQ1134  HISTORY     - 1976     GOOD             NGS
 AQ1134  HISTORY     - 19910315 GOOD             NGS
 AQ1134  HISTORY     - 20051110 POOR             USPSQD
 AQ1134  HISTORY     - 20060112 GOOD             USPSQD
 AQ1134  HISTORY     - 20260226 GOOD             GEOCAC
 AQ1134
 AQ1134                          STATION DESCRIPTION
 AQ1134
 AQ1134'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AQ1134'AT DAYTONA BEACH, VOLUSIA COUNTY, AT THE SOUTHEAST CORNER OF
 AQ1134'THE INTERSECTION OF MAIN STREET AND GRANDVIEW AVENUE, AT THE
 AQ1134'BUILDING AT 800 MAIN STREET KNOWN AS THE OLD SELDEN BUILDING, AT
 AQ1134'THE BASE OF THE SECOND PILLER EAST OF THE ENTRANCE, IN TOP OF THE
 AQ1134'FOUNDATION AND 2 FEET ABOVE THE SIDEWALK.  A DISK SET IN A DRILL
 AQ1134'HOLE IN THE TOP OF THE FOUNDATION.
 AQ1134
 AQ1134                          STATION RECOVERY (1991)
 AQ1134
 AQ1134'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1134'IN DAYTONA BEACH, AT 800 MAIN STREET, IN THE CONCRETE FOUNDATION OF
 AQ1134'FROGGYS SALOON AT 800 MAIN STREET, 9.1 M (29.9 FT) EAST OF THE
 AQ1134'NORTHWEST CORNER OF THE BUILDING, 8.9 M (29.2 FT) WEST OF THE
 AQ1134'NORTHEAST CORNER OF THE BUILDING, 8.4 M (27.6 FT) SOUTH OF THE STREET
 AQ1134'CENTERLINE, 0.6 M (2.0 FT) ABOVE THE LEVEL OF THE STREET, AND 0.1 M
 AQ1134'(0.3 FT) NORTHWEST OF THE MOST EASTERLY OF 4 COLUMNS.
 AQ1134
 AQ1134                          STATION RECOVERY (2005)
 AQ1134
 AQ1134'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1134'THE MARK IS DIFFICULT TO READ BECAUSE BOTH THE MARK AND THE CONCRETE
 AQ1134'IT IS SET IN HAVE BEEN PAINTED OVER WITH A DARK BROWN PAINT.
 AQ1134
 AQ1134                          STATION RECOVERY (2006)
 AQ1134
 AQ1134'RECOVERY NOTE BY US POWER SQUADRON 2006 (CTA)
 AQ1134'RECOVERED IN GOOD CONDITION.
 AQ1134
 AQ1134                          STATION RECOVERY (2026)
 AQ1134
 AQ1134'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1134'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1138 ***********************************************************************
 AQ1138  DESIGNATION -  872 1020 TIDAL 7
 AQ1138  PID         -  AQ1138
 AQ1138  STATE/COUNTY-  FL/VOLUSIA
 AQ1138  COUNTRY     -  US
 AQ1138  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1138
 AQ1138                         *CURRENT SURVEY CONTROL
 AQ1138  ______________________________________________________________________
 AQ1138* NAD 83(1986) POSITION- 29 13 36.     (N) 081 00 23.     (W)   SCALED
 AQ1138* NAVD 88 ORTHO HEIGHT -     2.968 (meters)        9.74  (feet) ADJUSTED
 AQ1138  ______________________________________________________________________
 AQ1138  GEOID HEIGHT    -        -28.395 (meters)                     GEOID18
 AQ1138  DYNAMIC HEIGHT  -          2.964 (meters)        9.72  (feet) COMP
 AQ1138  MODELED GRAVITY -    979,280.2   (mgal)                       NAVD 88
 AQ1138
 AQ1138  VERT ORDER      -  FIRST     CLASS I
 AQ1138
 AQ1138.The horizontal coordinates were scaled from a map and have
 AQ1138.an estimated accuracy of +/- 6 seconds.
 AQ1138
 AQ1138.The orthometric height was determined by differential leveling and
 AQ1138.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1138.in June 1991.
 AQ1138
 AQ1138.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1138.GEOID18 height accuracy estimate available here.
 AQ1138
 AQ1138.Click photographs - Photos may exist for this station.
 AQ1138
 AQ1138.The dynamic height is computed by dividing the NAVD 88
 AQ1138.geopotential number by the normal gravity value computed on the
 AQ1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1138.degrees latitude (g = 980.6199 gals.).
 AQ1138
 AQ1138.The modeled gravity was interpolated from observed gravity values.
 AQ1138
 AQ1138;                    North         East    Units  Estimated Accuracy
 AQ1138;SPC FL E     -   542,150.      199,380.      MT  (+/- 180 meters Scaled)
 AQ1138
 AQ1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN993330(NAD 83)
 AQ1138
 AQ1138                          SUPERSEDED SURVEY CONTROL
 AQ1138
 AQ1138  NGVD 29 (??/??/92)    3.326  (m)           10.91   (f) SUPERSEDED  1 1
 AQ1138  NGVD 29 (09/01/92)    3.324  (m)           10.91   (f) ADJUSTED    1 1
 AQ1138
 AQ1138.Superseded values are not recommended for survey control.
 AQ1138
 AQ1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1138.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1138
 AQ1138_MARKER: DB = BENCH MARK DISK
 AQ1138_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1138_SP_SET: RETAINING WALL
 AQ1138_STAMPING: 7 1927
 AQ1138_MARK LOGO: CGS
 AQ1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1138+STABILITY: SURFACE MOTION
 AQ1138_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1138+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1991
 AQ1138
 AQ1138  HISTORY     - Date     Condition        Report By
 AQ1138  HISTORY     - 1927     MONUMENTED       CGS
 AQ1138  HISTORY     - 19910315 GOOD             NGS
 AQ1138  HISTORY     - 20060112 MARK NOT FOUND   USPSQD
 AQ1138  HISTORY     - 20260226 MARK NOT FOUND   GEOCAC
 AQ1138
 AQ1138                          STATION DESCRIPTION
 AQ1138
 AQ1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1927
 AQ1138'AT DAYTONA BEACH, VOLUSIA COUNTY, 154.5 FEET EAST OF THE INTERSECTION
 AQ1138'OF MAIN STREET AND OCEAN AVENUE, 44.8 FEET WEST OF THE WEST SIDE OF
 AQ1138'ARCHWAY OVER SIDEWALK TO BEACH, 25.5 FEET WEST OF STREET LIGHT, 18.6
 AQ1138'FEET SOUTH OF THE CENTER OF MAIN STREET, 7.9 FEET NORTH OF THE NORTH
 AQ1138'WALL OF BUILDING AND A DISK SET IN A DRILL HOLE IN THE SEA WALL ON THE
 AQ1138'NORTH SIDE OF SIDE WALK TO BEACH.
 AQ1138
 AQ1138                          STATION RECOVERY (1991)
 AQ1138
 AQ1138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1138'IN DAYTONA BEACH, AT THE INTERSECTION OF OCEAN AVENUE AND MAIN STREET,
 AQ1138'IN TOP OF A CONCRETE RETAINING WALL, 48.2 M (158.1 FT) EAST OF THE
 AQ1138'AVENUE CENTER, 14.6 M (47.9 FT) WEST OF THE WEST FACE OF THE ARCHWAY
 AQ1138'OVER MAIN STREET, 5.6 M (18.4 FT) SOUTH OF THE STREET CENTERLINE, AND
 AQ1138'0.9 M (3.0 FT) ABOVE THE LEVEL OF THE STREET.
 AQ1138
 AQ1138                          STATION RECOVERY (2006)
 AQ1138
 AQ1138'RECOVERY NOTE BY US POWER SQUADRON 2006 (CTA)
 AQ1138'MAY BE THERE BUT NOT FOUND.  CONCRETE ON TOP OF WALL LOOKS DIFFERENT
 AQ1138'FROM THE SIDES OF THE WALL.  RAILING ON TOP OF WALL DOES NOT LOOK LIKE
 AQ1138'IT WAS INSTALLED WITH THE ORIGINAL INSTALLATION.
 AQ1138
 AQ1138                          STATION RECOVERY (2026)
 AQ1138
 AQ1138'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1138'MARK NOT FOUND.  RETAINING WALL REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1137 ***********************************************************************
 AQ1137  DESIGNATION -  872 1020 TIDAL 9
 AQ1137  PID         -  AQ1137
 AQ1137  STATE/COUNTY-  FL/VOLUSIA
 AQ1137  COUNTRY     -  US
 AQ1137  USGS QUAD   -  DAYTONA BEACH (2018)
 AQ1137
 AQ1137                         *CURRENT SURVEY CONTROL
 AQ1137  ______________________________________________________________________
 AQ1137* NAD 83(1986) POSITION- 29 13 33.7    (N) 081 00 37.5    (W)   HD_HELD2
 AQ1137* NAVD 88 ORTHO HEIGHT -     4.275 (meters)       14.03  (feet) ADJUSTED
 AQ1137  ______________________________________________________________________
 AQ1137  GEOID HEIGHT    -        -28.394 (meters)                     GEOID18
 AQ1137  DYNAMIC HEIGHT  -          4.269 (meters)       14.01  (feet) COMP
 AQ1137  MODELED GRAVITY -    979,280.0   (mgal)                       NAVD 88
 AQ1137
 AQ1137  VERT ORDER      -  FIRST     CLASS I
 AQ1137
 AQ1137.The horizontal coordinates were established by autonomous hand held GPS
 AQ1137.observations and have an estimated accuracy of +/- 10 meters.
 AQ1137
 AQ1137.The orthometric height was determined by differential leveling and
 AQ1137.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1137.in September 1996.
 AQ1137
 AQ1137.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1137.GEOID18 height accuracy estimate available here.
 AQ1137
 AQ1137.Click photographs - Photos may exist for this station.
 AQ1137
 AQ1137.The dynamic height is computed by dividing the NAVD 88
 AQ1137.geopotential number by the normal gravity value computed on the
 AQ1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1137.degrees latitude (g = 980.6199 gals.).
 AQ1137
 AQ1137.The modeled gravity was interpolated from observed gravity values.
 AQ1137
 AQ1137;                    North         East    Units  Estimated Accuracy
 AQ1137;SPC FL E     -   542,081.      198,987.      MT  (+/- 10 meters HH2 GPS)
 AQ1137
 AQ1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMN9898733028(NAD 83)
 AQ1137
 AQ1137                          SUPERSEDED SURVEY CONTROL
 AQ1137
 AQ1137  NAVD 88 (06/15/91)    4.273  (m)           14.02   (f) SUPERSEDED  1 1
 AQ1137  NGVD 29 (??/??/92)    4.637  (m)           15.21   (f) SUPERSEDED  1 1
 AQ1137  NGVD 29 (09/01/92)    4.631  (m)           15.19   (f) ADJUSTED    1 1
 AQ1137
 AQ1137.Superseded values are not recommended for survey control.
 AQ1137
 AQ1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1137.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1137
 AQ1137_MARKER: DJ = TIDAL STATION DISK
 AQ1137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1137_SP_SET: FOUNDATION WALL IN WATER TABLE
 AQ1137_STAMPING: 9 1927
 AQ1137_MARK LOGO: CGS
 AQ1137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1137_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1137+SATELLITE: SATELLITE OBSERVATIONS - February 26, 2026
 AQ1137
 AQ1137  HISTORY     - Date     Condition        Report By
 AQ1137  HISTORY     - 1927     MONUMENTED       CGS
 AQ1137  HISTORY     - 1976     GOOD             NGS
 AQ1137  HISTORY     - 19910315 GOOD             NGS
 AQ1137  HISTORY     - 20051110 GOOD             USPSQD
 AQ1137  HISTORY     - 20260226 GOOD             GEOCAC
 AQ1137
 AQ1137                          STATION DESCRIPTION
 AQ1137
 AQ1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AQ1137'AT DAYTONA BEACH, VOLUSIA COUNTY, AT THE NORTHEAST CORNER OF
 AQ1137'THE INTERSECTION OF MAIN STREET AND WILD OLIVE AVENUE, ON THE
 AQ1137'WILD OLIVE AVENUE SIDE OF THE SECURITY FIRST FEDERAL SAVINGS
 AQ1137'BUILDING, 4 FEET FROM THE SOUTHWEST CORNER OF BUILDING, IN
 AQ1137'THE TOP OF THE WATER TABLE AND 3.5 FEET ABOVE THE SIDEWALK.  A
 AQ1137'STANDARD DISK SET IN A DRILL HOLE IN TOP OF THE WATER TABLE.
 AQ1137
 AQ1137                          STATION RECOVERY (1991)
 AQ1137
 AQ1137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1137'IN DAYTONA BEACH, AT THE INTERSECTION OF MAIN STREET AND WILD OLIVE
 AQ1137'AVENUE, IN THE WEST FACE OF DIRTY HARRYS PUB AND PACKAGE STORE, 9.4 M
 AQ1137'(30.8 FT) NORTH OF THE STREET CENTERLINE, 6.2 M (20.3 FT) EAST OF THE
 AQ1137'AVENUE CENTERLINE, 1.2 M (3.9 FT) NORTH OF THE SOUTHWEST CORNER OF
 AQ1137'THE BUILDING, AND 1.1 M (3.6 FT) ABOVE THE LEVEL OF THE AVENUE.
 AQ1137
 AQ1137                          STATION RECOVERY (2005)
 AQ1137
 AQ1137'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1137'RECOVERED IN GOOD CONDITION.
 AQ1137
 AQ1137                          STATION RECOVERY (2026)
 AQ1137
 AQ1137'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1137'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3434 ***********************************************************************
 DM3434  DESIGNATION -  872 1073 A
 DM3434  PID         -  DM3434
 DM3434  STATE/COUNTY-  FL/VOLUSIA
 DM3434  COUNTRY     -  US
 DM3434  USGS QUAD   -  PORT ORANGE (2018)
 DM3434
 DM3434                         *CURRENT SURVEY CONTROL
 DM3434  ______________________________________________________________________
 DM3434* NAD 83(1986) POSITION- 29 08 53.87   (N) 080 58 32.29   (W)   HD_HELD1
 DM3434* NAVD 88 ORTHO HEIGHT -     1.691 (meters)        5.55  (feet) ADJUSTED
 DM3434  ______________________________________________________________________
 DM3434  GEOID HEIGHT    -        -28.362 (meters)                     GEOID18
 DM3434  DYNAMIC HEIGHT  -          1.689 (meters)        5.54  (feet) COMP
 DM3434  MODELED GRAVITY -    979,270.4   (mgal)                       NAVD 88
 DM3434
 DM3434  VERT ORDER      -  SECOND    CLASS I
 DM3434
 DM3434.The horizontal coordinates were determined by differentially corrected
 DM3434.hand held GPS observations or other comparable positioning techniques
 DM3434.and have an estimated accuracy of +/- 3 meters.
 DM3434
 DM3434.The orthometric height was determined by differential leveling and
 DM3434.adjusted by the NATIONAL GEODETIC SURVEY
 DM3434.in July 2011.
 DM3434
 DM3434.No vertical observational check was made to the station.
 DM3434
 DM3434.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3434.GEOID18 height accuracy estimate available here.
 DM3434
 DM3434.Click photographs - Photos may exist for this station.
 DM3434
 DM3434.The dynamic height is computed by dividing the NAVD 88
 DM3434.geopotential number by the normal gravity value computed on the
 DM3434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3434.degrees latitude (g = 980.6199 gals.).
 DM3434
 DM3434.The modeled gravity was interpolated from observed gravity values.
 DM3434
 DM3434;                    North         East    Units  Estimated Accuracy
 DM3434;SPC FL E     -   533,466.1     202,370.5     MT  (+/- 3 meters HH1 GPS) 
 DM3434
 DM3434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0236924416(NAD 83)
 DM3434
 DM3434                          SUPERSEDED SURVEY CONTROL
 DM3434
 DM3434.No superseded survey control is available for this station.
 DM3434
 DM3434_MARKER: DJ = TIDAL STATION DISK
 DM3434_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM3434_SP_SET: PILING CAP
 DM3434_STAMPING: 1073 A 2002
 DM3434_MARK LOGO: FLDEP
 DM3434_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3434+SATELLITE: SATELLITE OBSERVATIONS - May 09, 2024
 DM3434
 DM3434  HISTORY     - Date     Condition        Report By
 DM3434  HISTORY     - 20020828 MONUMENTED       FLDEP
 DM3434  HISTORY     - 20240509 GOOD             T2UES
 DM3434
 DM3434                          STATION DESCRIPTION
 DM3434
 DM3434'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JMR)
 DM3434'THE MARK IS IN PORT ORANGE, 9.0 MI (14.5 KM) NORTHWEST OF NEW SMYRNA
 DM3434'BEACH, 5.3 MI (8.5 KM) SOUTHEAST OF DAYTONA BEACH, IN SECTION 2,
 DM3434'TOWNSHIP 16 SOUTH, RANGE 33 EAST.
 DM3434'
 DM3434'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (RIDGEWOOD
 DM3434'AVENUE) AND STATE HIGHWAY A 1 A (STATE HIGHWAY 421 WEST, DUNLAWTON
 DM3434'AVENUE) IN PORT ORANGE, GO EASTERLY ON STATE HIGHWAY A 1 A (DUNLAWTON
 DM3434'AVENUE) FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM3434'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTHERLY THEN EASTERLY
 DM3434'PARALLELING THE HIGHWAY BRIDGE SPANNING THE HALIFAX RIVER FOR 0.35 MI
 DM3434'(0.6 KM) TO THE EAST END OF THE PORT ORANGE CAUSEWAY PARK, NOW BY BOAT
 DM3434'GO EASTERLY FOR ABOUT 230.0 FT (70.1 M) TO THE MARK ON THE LEFT, SET
 DM3434'FLUSH IN THE TOP OF THE PILING CAP.
 DM3434'
 DM3434'THE MARK IS LOCATED 169.3 FT (51.6 M) EAST OF TIDE MARK 1073 B, 149.3
 DM3434'FT (45.5 M) NORTHWEST OF THE AQUATRAK (TIDE GAGE), 66.0 FT (20.1 M)
 DM3434'SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN DOCK AND 3.0 FT (0.9 M)
 DM3434'SOUTHWEST OF THE NORTHEAST CORNER OF A PILING CAP.
 DM3434
 DM3434                          STATION RECOVERY (2024)
 DM3434
 DM3434'RECOVERY NOTE BY T2 UES, INC. 2024 (JH)
 DM3434'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3433 ***********************************************************************
 DM3433  DESIGNATION -  872 1073 B
 DM3433  PID         -  DM3433
 DM3433  STATE/COUNTY-  FL/VOLUSIA
 DM3433  COUNTRY     -  US
 DM3433  USGS QUAD   -  PORT ORANGE (2018)
 DM3433
 DM3433                         *CURRENT SURVEY CONTROL
 DM3433  ______________________________________________________________________
 DM3433* NAD 83(1986) POSITION- 29 08 52.07   (N) 080 58 36.79   (W)   HD_HELD1
 DM3433* NAVD 88 ORTHO HEIGHT -     0.825 (meters)        2.71  (feet) ADJUSTED
 DM3433  ______________________________________________________________________
 DM3433  GEOID HEIGHT    -        -28.361 (meters)                     GEOID18
 DM3433  DYNAMIC HEIGHT  -          0.824 (meters)        2.70  (feet) COMP
 DM3433  MODELED GRAVITY -    979,270.4   (mgal)                       NAVD 88
 DM3433
 DM3433  VERT ORDER      -  SECOND    CLASS I
 DM3433
 DM3433.The horizontal coordinates were determined by differentially corrected
 DM3433.hand held GPS observations or other comparable positioning techniques
 DM3433.and have an estimated accuracy of +/- 3 meters.
 DM3433
 DM3433.The orthometric height was determined by differential leveling and
 DM3433.adjusted by the NATIONAL GEODETIC SURVEY
 DM3433.in July 2011.
 DM3433
 DM3433.No vertical observational check was made to the station.
 DM3433
 DM3433.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3433.GEOID18 height accuracy estimate available here.
 DM3433
 DM3433.Click photographs - Photos may exist for this station.
 DM3433
 DM3433.The dynamic height is computed by dividing the NAVD 88
 DM3433.geopotential number by the normal gravity value computed on the
 DM3433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3433.degrees latitude (g = 980.6199 gals.).
 DM3433
 DM3433.The modeled gravity was interpolated from observed gravity values.
 DM3433
 DM3433;                    North         East    Units  Estimated Accuracy
 DM3433;SPC FL E     -   533,410.7     202,248.8     MT  (+/- 3 meters HH1 GPS) 
 DM3433
 DM3433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0224824360(NAD 83)
 DM3433
 DM3433                          SUPERSEDED SURVEY CONTROL
 DM3433
 DM3433.No superseded survey control is available for this station.
 DM3433
 DM3433_MARKER: DJ = TIDAL STATION DISK
 DM3433_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM3433_SP_SET: DRAIN
 DM3433_STAMPING: 1073 B 2002
 DM3433_MARK LOGO: FLDEP
 DM3433_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3433+STABILITY: SURFACE MOTION
 DM3433_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3433+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2026
 DM3433
 DM3433  HISTORY     - Date     Condition        Report By
 DM3433  HISTORY     - 20020820 MONUMENTED       FLDEP
 DM3433  HISTORY     - 20240509 GOOD             T2UES
 DM3433  HISTORY     - 20260219 GOOD             GEOCAC
 DM3433
 DM3433                          STATION DESCRIPTION
 DM3433
 DM3433'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DM3433'THE MARK IS IN PORT ORANGE, 9.0 MI (14.5 KM) NORTHWEST OF NEW SMYRNA
 DM3433'BEACH, 5.3 MI (8.5 KM) SOUTHEAST OF DAYTONA BEACH, IN SECTION 2,
 DM3433'TOWNSHIP 16 SOUTH, RANGE 33 EAST.
 DM3433'
 DM3433'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (RIDGEWOOD
 DM3433'AVENUE) AND STATE HIGHWAY A 1 A (STATE HIGHWAY 421 WEST, DUNLAWTON
 DM3433'AVENUE) IN PORT ORANGE, GO EASTERLY ON STATE HIGHWAY A 1 A (DUNLAWTON
 DM3433'AVENUE) FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM3433'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTHERLY THEN EASTERLY
 DM3433'PARALLELING THE HIGHWAY BRIDGE SPANNING THE HALIFAX RIVER FOR 0.35 MI
 DM3433'(0.6 KM) TO THE EAST END OF THE PORT ORANGE CAUSEWAY PARK AND THE MARK
 DM3433'ON THE LEFT, SET FLUSH IN THE TOP OF THE SOUTHEAST END OF A DRAIN.
 DM3433'
 DM3433'THE MARK IS LOCATED 254.2 FT (77.5 M) NORTHWEST OF THE AQUATRAK (TIDE
 DM3433'GAGE), 169.3 FT (51.6 M) WEST OF THE TIDE MARK 1073 A, 153.1 FT (46.7
 DM3433'M) SOUTHWEST OF THE SOUTHEAST CORNER OF A WOODEN DOCK, 148.5 FT (45.3
 DM3433'M) WEST OF BENCH MARK Y 404 1991, 50.0 FT (15.2 M) WEST OF AND ACROSS
 DM3433'THE PARK ROAD FROM THE ENTRANCE OF A FISHING PIER, 16.0 FT (4.9 M)
 DM3433'SOUTHWEST OF THE WEST EDGE OF THE PAVEMENT, 11.0 FT (3.4 M)
 DM3433'WEST-NORTHWEST OF THE NORTH END OF A BILLBOARD SIGN AND 1.8 FT (0.5 M)
 DM3433'SOUTHWEST OF THE EAST END OF THE DRAIN.
 DM3433
 DM3433                          STATION RECOVERY (2024)
 DM3433
 DM3433'RECOVERY NOTE BY T2 UES, INC. 2024 (JH)
 DM3433'RECOVERED IN GOOD CONDITION.
 DM3433
 DM3433                          STATION RECOVERY (2026)
 DM3433
 DM3433'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 DM3433'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3432 ***********************************************************************
 DM3432  DESIGNATION -  872 1073 C
 DM3432  PID         -  DM3432
 DM3432  STATE/COUNTY-  FL/VOLUSIA
 DM3432  COUNTRY     -  US
 DM3432  USGS QUAD   -  PORT ORANGE (2018)
 DM3432
 DM3432                         *CURRENT SURVEY CONTROL
 DM3432  ______________________________________________________________________
 DM3432* NAD 83(1986) POSITION- 29 08 49.84   (N) 080 58 39.42   (W)   HD_HELD1
 DM3432* NAVD 88 ORTHO HEIGHT -     1.447 (meters)        4.75  (feet) ADJUSTED
 DM3432  ______________________________________________________________________
 DM3432  GEOID HEIGHT    -        -28.361 (meters)                     GEOID18
 DM3432  DYNAMIC HEIGHT  -          1.445 (meters)        4.74  (feet) COMP
 DM3432  MODELED GRAVITY -    979,270.2   (mgal)                       NAVD 88
 DM3432
 DM3432  VERT ORDER      -  SECOND    CLASS I
 DM3432
 DM3432.The horizontal coordinates were determined by differentially corrected
 DM3432.hand held GPS observations or other comparable positioning techniques
 DM3432.and have an estimated accuracy of +/- 3 meters.
 DM3432
 DM3432.The orthometric height was determined by differential leveling and
 DM3432.adjusted by the NATIONAL GEODETIC SURVEY
 DM3432.in July 2011.
 DM3432
 DM3432.No vertical observational check was made to the station.
 DM3432
 DM3432.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3432.GEOID18 height accuracy estimate available here.
 DM3432
 DM3432.Click photographs - Photos may exist for this station.
 DM3432
 DM3432.The dynamic height is computed by dividing the NAVD 88
 DM3432.geopotential number by the normal gravity value computed on the
 DM3432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3432.degrees latitude (g = 980.6199 gals.).
 DM3432
 DM3432.The modeled gravity was interpolated from observed gravity values.
 DM3432
 DM3432;                    North         East    Units  Estimated Accuracy
 DM3432;SPC FL E     -   533,342.0     202,177.8     MT  (+/- 3 meters HH1 GPS) 
 DM3432
 DM3432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0217724292(NAD 83)
 DM3432
 DM3432                          SUPERSEDED SURVEY CONTROL
 DM3432
 DM3432.No superseded survey control is available for this station.
 DM3432
 DM3432_MARKER: DJ = TIDAL STATION DISK
 DM3432_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM3432_SP_SET: SLAB
 DM3432_STAMPING: 1073 C 2002
 DM3432_MARK LOGO: FLDEP
 DM3432_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3432+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2026
 DM3432
 DM3432  HISTORY     - Date     Condition        Report By
 DM3432  HISTORY     - 20020820 MONUMENTED       FLDEP
 DM3432  HISTORY     - 20240509 GOOD             T2UES
 DM3432  HISTORY     - 20260219 GOOD             GEOCAC
 DM3432
 DM3432                          STATION DESCRIPTION
 DM3432
 DM3432'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DM3432'THE MARK IS IN PORT ORANGE, 9.0 MI (14.5 KM) NORTHWEST OF NEW SMYRNA
 DM3432'BEACH, 5.3 MI (8.5 KM) SOUTHEAST OF DAYTONA BEACH, IN SECTION 3,
 DM3432'TOWNSHIP 16 SOUTH, RANGE 33 EAST.
 DM3432'
 DM3432'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (RIDGEWOOD
 DM3432'AVENUE) AND STATE HIGHWAY A 1 A (STATE HIGHWAY 421 WEST, DUNLAWTON
 DM3432'AVENUE) IN PORT ORANGE, GO EASTERLY ON STATE HIGHWAY A 1 A (DUNLAWTON
 DM3432'AVENUE) FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM3432'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTHERLY THEN EASTERLY
 DM3432'PARALLELING THE HIGHWAY BRIDGE SPANNING THE HALIFAX RIVER FOR 0.25 MI
 DM3432'(0.4 KM) TO THE PORT ORANGE CAUSEWAY PARK AND THE MARK ON THE LEFT,
 DM3432'SET FLUSH IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE SLAB FOR A
 DM3432'PICNIC TABLE, 0.6 FT (0.2 M) ABOVE THE LEVEL OF THE PAVED ROAD.
 DM3432'
 DM3432'THE MARK IS LOCATED ABOUT 354.0 FT (107.9 M) SOUTHWEST OF SURVEY DISK
 DM3432'1073 B 2002, 36.5 FT (11.1 M) NORTH OF THE PARKING LOT ENTRANCE ROAD,
 DM3432'28.5 FT (8.7 M) SOUTH OF THE PARKING LOT ROAD, 6.4 FT (2.0 M) WEST OF
 DM3432'THE SOUTHWEST CORNER OF THE BRIDGE COLUMN, 1.6 FT (0.5 M) WEST OF THE
 DM3432'EAST END OF THE SLAB AND 1.5 FT (0.5 M) SOUTH OF THE NORTH END OF THE
 DM3432'SLAB.
 DM3432
 DM3432                          STATION RECOVERY (2024)
 DM3432
 DM3432'RECOVERY NOTE BY T2 UES, INC. 2024 (JH)
 DM3432'RECOVERED IN GOOD CONDITION.
 DM3432
 DM3432                          STATION RECOVERY (2026)
 DM3432
 DM3432'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 DM3432'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3431 ***********************************************************************
 DM3431  DESIGNATION -  872 1073 D
 DM3431  PID         -  DM3431
 DM3431  STATE/COUNTY-  FL/VOLUSIA
 DM3431  COUNTRY     -  US
 DM3431  USGS QUAD   -  PORT ORANGE (2018)
 DM3431
 DM3431                         *CURRENT SURVEY CONTROL
 DM3431  ______________________________________________________________________
 DM3431* NAD 83(1986) POSITION- 29 08 49.66   (N) 080 58 41.78   (W)   HD_HELD1
 DM3431* NAVD 88 ORTHO HEIGHT -     1.015 (meters)        3.33  (feet) ADJUSTED
 DM3431  ______________________________________________________________________
 DM3431  GEOID HEIGHT    -        -28.360 (meters)                     GEOID18
 DM3431  DYNAMIC HEIGHT  -          1.013 (meters)        3.32  (feet) COMP
 DM3431  MODELED GRAVITY -    979,270.1   (mgal)                       NAVD 88
 DM3431
 DM3431  VERT ORDER      -  SECOND    CLASS I
 DM3431
 DM3431.The horizontal coordinates were determined by differentially corrected
 DM3431.hand held GPS observations or other comparable positioning techniques
 DM3431.and have an estimated accuracy of +/- 3 meters.
 DM3431
 DM3431.The orthometric height was determined by differential leveling and
 DM3431.adjusted by the NATIONAL GEODETIC SURVEY
 DM3431.in July 2011.
 DM3431
 DM3431.No vertical observational check was made to the station.
 DM3431
 DM3431.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3431.GEOID18 height accuracy estimate available here.
 DM3431
 DM3431.Click photographs - Photos may exist for this station.
 DM3431
 DM3431.The dynamic height is computed by dividing the NAVD 88
 DM3431.geopotential number by the normal gravity value computed on the
 DM3431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3431.degrees latitude (g = 980.6199 gals.).
 DM3431
 DM3431.The modeled gravity was interpolated from observed gravity values.
 DM3431
 DM3431;                    North         East    Units  Estimated Accuracy
 DM3431;SPC FL E     -   533,336.5     202,114.0     MT  (+/- 3 meters HH1 GPS) 
 DM3431
 DM3431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0211324286(NAD 83)
 DM3431
 DM3431                          SUPERSEDED SURVEY CONTROL
 DM3431
 DM3431.No superseded survey control is available for this station.
 DM3431
 DM3431_MARKER: DJ = TIDAL STATION DISK
 DM3431_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM3431_SP_SET: CATCH BASIN
 DM3431_STAMPING: 1073 D 2002
 DM3431_MARK LOGO: FLDEP
 DM3431_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3431+STABILITY: SURFACE MOTION
 DM3431_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3431+SATELLITE: SATELLITE OBSERVATIONS - February 19, 2026
 DM3431
 DM3431  HISTORY     - Date     Condition        Report By
 DM3431  HISTORY     - 20020820 MONUMENTED       FLDEP
 DM3431  HISTORY     - 20240509 GOOD             T2UES
 DM3431  HISTORY     - 20260219 GOOD             GEOCAC
 DM3431
 DM3431                          STATION DESCRIPTION
 DM3431
 DM3431'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DM3431'THE MARK IS IN PORT ORANGE, 9.0 MI (14.5 KM) NORTHWEST OF NEW SMYRNA
 DM3431'BEACH, 5.3 MI (8.5 KM) SOUTHEAST OF DAYTONA BEACH, IN SECTION 3,
 DM3431'TOWNSHIP 16 SOUTH, RANGE 33 EAST.
 DM3431'
 DM3431'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (RIDGEWOOD
 DM3431'AVENUE) AND STATE HIGHWAY A 1 A (STATE HIGHWAY 421 WEST, DUNLAWTON
 DM3431'AVENUE) IN PORT ORANGE, GO EASTERLY ON STATE HIGHWAY A 1 A (DUNLAWTON
 DM3431'AVENUE) FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF A PAVED ROAD ON THE
 DM3431'RIGHT.  TURN RIGHT ON THE PAVED ROAD AND GO SOUTHERLY THEN EASTERLY
 DM3431'PARALLELING THE HIGHWAY BRIDGE SPANNING THE HALIFAX RIVER FOR 0.2 MI
 DM3431'(0.3 KM) TO THE WEST END OF THE PORT ORANGE CAUSEWAY PARK ON THE NORTH
 DM3431'SIDE OF THE BRIDGE, SET FLUSH IN THE TOP OF THE SOUTH END OF A BOX
 DM3431'DRAIN.
 DM3431'
 DM3431'THE MARK IS LOCATED ABOUT 231.0 FT (70.4 M) WEST OF SURVEY DISK 1073 C
 DM3431'2002, 22.0 FT (6.7 M) SOUTH OF THE SOUTH EDGE OF THE PARK ROAD, 17.0
 DM3431'FT (5.2 M) SOUTHWEST OF THE WEST EDGE OF THE PARK ROAD, 9.8 FT (3.0 M)
 DM3431'SOUTH OF A 12-INCH (30 CM) PALM TREE, 9.5 FT (2.9 M) SOUTHEAST OF A
 DM3431'PALM TREE AND 3.0 FT (0.9 M) EAST OF THE TOE OF THE CONCRETE.
 DM3431
 DM3431                          STATION RECOVERY (2024)
 DM3431
 DM3431'RECOVERY NOTE BY T2 UES, INC. 2024 (JH)
 DM3431'RECOVERED IN GOOD CONDITION.
 DM3431
 DM3431                          STATION RECOVERY (2026)
 DM3431
 DM3431'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 DM3431'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8499 ***********************************************************************
 DR8499  DESIGNATION -  872 1106 A
 DR8499  PID         -  DR8499
 DR8499  STATE/COUNTY-  FL/VOLUSIA
 DR8499  COUNTRY     -  US
 DR8499  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DR8499
 DR8499                         *CURRENT SURVEY CONTROL
 DR8499  ______________________________________________________________________
 DR8499* NAD 83(1986) POSITION- 29 06 09.47   (N) 080 58 16.59   (W)   HD_HELD1
 DR8499* NAVD 88 ORTHO HEIGHT -     2.174 (meters)        7.13  (feet) ADJUSTED
 DR8499  ______________________________________________________________________
 DR8499  GEOID HEIGHT    -        -28.321 (meters)                     GEOID18
 DR8499  DYNAMIC HEIGHT  -          2.171 (meters)        7.12  (feet) COMP
 DR8499  MODELED GRAVITY -    979,262.4   (mgal)                       NAVD 88
 DR8499
 DR8499  VERT ORDER      -  FIRST     CLASS II
 DR8499
 DR8499.The horizontal coordinates were determined by differentially corrected
 DR8499.hand held GPS observations or other comparable positioning techniques
 DR8499.and have an estimated accuracy of +/- 3 meters.
 DR8499
 DR8499.The orthometric height was determined by differential leveling and
 DR8499.adjusted by the NATIONAL GEODETIC SURVEY
 DR8499.in February 2023.
 DR8499
 DR8499.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8499.GEOID18 height accuracy estimate available here.
 DR8499
 DR8499.Click photographs - Photos may exist for this station.
 DR8499
 DR8499.The dynamic height is computed by dividing the NAVD 88
 DR8499.geopotential number by the normal gravity value computed on the
 DR8499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8499.degrees latitude (g = 980.6199 gals.).
 DR8499
 DR8499.The modeled gravity was interpolated from observed gravity values.
 DR8499
 DR8499;                    North         East    Units  Estimated Accuracy
 DR8499;SPC FL E     -   528,404.9     202,796.0     MT  (+/- 3 meters HH1 GPS) 
 DR8499
 DR8499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0279519356(NAD 83)
 DR8499
 DR8499                          SUPERSEDED SURVEY CONTROL
 DR8499
 DR8499.No superseded survey control is available for this station.
 DR8499
 DR8499_MARKER: F = FLANGE-ENCASED ROD
 DR8499_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR8499_STAMPING: 1106 A 2022
 DR8499_MARK LOGO: FLDEP
 DR8499_PROJECTION: RECESSED 5 CENTIMETERS
 DR8499_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8499_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8499+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2023
 DR8499_ROD/PIPE-DEPTH: 12.0 meters
 DR8499
 DR8499  HISTORY     - Date     Condition        Report By
 DR8499  HISTORY     - 20220914 MONUMENTED       FLDEP
 DR8499  HISTORY     - 20231110 GOOD             GEOCAC
 DR8499
 DR8499                          STATION DESCRIPTION
 DR8499
 DR8499'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8499'THE MARK IS ABOUT 7.1 MI (11.4 KM) NORTHEAST OF SAMSULA, 6.0 MI (9.7
 DR8499'KM) NORTH-NORTHWEST OF NEW SMYRNA BEACH, 2.9 MI (4.7 KM)
 DR8499'SOUTH-SOUTHEAST OF PORT ORANGE, IN SECTION 40, TOWNSHIP 16 SOUTH,
 DR8499'RANGE 33 EAST.
 DR8499'
 DR8499'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND U.S.
 DR8499'HIGHWAY 1 IN DAYTONA, GO SOUTH ON U.S. HIGHWAY 1 FOR 7.7 MI (12.4 KM)
 DR8499'TO THE JUNCTION OF 5A (NOVA ROAD) ON THE RIGHT.  CONTINUE SOUTHERLY
 DR8499'FOR 0.4 MI (0.6 KM) TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD
 DR8499'DRIVEN TO REFUSAL AT A DEPTH OF 39.4 FT (12.0 M) WITH A 6-INCH (15 CM)
 DR8499'(FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DR8499'AND LEVEL WITH U.S. HIGHWAY 1, THE DATUM POINT IS RECESSED 0.4 FT (12
 DR8499'CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR8499'
 DR8499'LOCATED 60.2 FT (18.3 M) WEST OF THE SOUTH END OF A 2 RAIL WOODEN
 DR8499'FENCE, 50.1 FT (15.3 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DR8499'DRIVEWAY ENTRANCE OF KINGS SEAFOOD, 30.3 FT (9.2 M) SOUTHEAST OF THE
 DR8499'SOUTH END OF THE CONCRETE GUARDRAIL OF THE BRIDGE SPANNING ROSEBAY AND
 DR8499'28.4 FT (8.7 M) EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 1.
 DR8499'
 DR8499'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8499'
 DR8499'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8499'LOGO CAP.
 DR8499
 DR8499                          STATION RECOVERY (2023)
 DR8499
 DR8499'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DR8499'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8498 ***********************************************************************
 DR8498  DESIGNATION -  872 1106 B
 DR8498  PID         -  DR8498
 DR8498  STATE/COUNTY-  FL/VOLUSIA
 DR8498  COUNTRY     -  US
 DR8498  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DR8498
 DR8498                         *CURRENT SURVEY CONTROL
 DR8498  ______________________________________________________________________
 DR8498* NAD 83(1986) POSITION- 29 05 57.95   (N) 080 58 13.26   (W)   HD_HELD1
 DR8498* NAVD 88 ORTHO HEIGHT -     1.959 (meters)        6.43  (feet) ADJUSTED
 DR8498  ______________________________________________________________________
 DR8498  GEOID HEIGHT    -        -28.318 (meters)                     GEOID18
 DR8498  DYNAMIC HEIGHT  -          1.956 (meters)        6.42  (feet) COMP
 DR8498  MODELED GRAVITY -    979,262.0   (mgal)                       NAVD 88
 DR8498
 DR8498  VERT ORDER      -  FIRST     CLASS II
 DR8498
 DR8498.The horizontal coordinates were determined by differentially corrected
 DR8498.hand held GPS observations or other comparable positioning techniques
 DR8498.and have an estimated accuracy of +/- 3 meters.
 DR8498
 DR8498.The orthometric height was determined by differential leveling and
 DR8498.adjusted by the NATIONAL GEODETIC SURVEY
 DR8498.in February 2023.
 DR8498
 DR8498.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8498.GEOID18 height accuracy estimate available here.
 DR8498
 DR8498.Click photographs - Photos may exist for this station.
 DR8498
 DR8498.The dynamic height is computed by dividing the NAVD 88
 DR8498.geopotential number by the normal gravity value computed on the
 DR8498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8498.degrees latitude (g = 980.6199 gals.).
 DR8498
 DR8498.The modeled gravity was interpolated from observed gravity values.
 DR8498
 DR8498;                    North         East    Units  Estimated Accuracy
 DR8498;SPC FL E     -   528,050.3     202,886.1     MT  (+/- 3 meters HH1 GPS) 
 DR8498
 DR8498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0288519002(NAD 83)
 DR8498
 DR8498                          SUPERSEDED SURVEY CONTROL
 DR8498
 DR8498.No superseded survey control is available for this station.
 DR8498
 DR8498_MARKER: F = FLANGE-ENCASED ROD
 DR8498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR8498_STAMPING: 1106 B 2022
 DR8498_MARK LOGO: FLDEP
 DR8498_PROJECTION: RECESSED 3 CENTIMETERS
 DR8498_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8498+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2025
 DR8498_ROD/PIPE-DEPTH: 15.5 meters
 DR8498
 DR8498  HISTORY     - Date     Condition        Report By
 DR8498  HISTORY     - 20220914 MONUMENTED       FLDEP
 DR8498  HISTORY     - 20250320 GOOD             30_S
 DR8498
 DR8498                          STATION DESCRIPTION
 DR8498
 DR8498'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8498'THE MARK IS ABOUT 7.0 MI (11.3 KM) NORTHEAST OF SAMSULA, 5.7 MI (9.2
 DR8498'KM) NORTH-NORTHWEST OF NEW SMYRNA BEACH, 3.1 MI (5.0 KM)
 DR8498'SOUTH-SOUTHEAST OF PORT ORANGE, IN SECTION 40, TOWNSHIP 16 SOUTH,
 DR8498'RANGE 33 EAST.
 DR8498'
 DR8498'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND U.S.
 DR8498'HIGHWAY 1 IN DAYTONA, GO SOUTH ON U.S. HIGHWAY 1 FOR 7.7 MI (12.4 KM)
 DR8498'TO THE JUNCTION OF 5A (NOVA ROAD) ON THE RIGHT.  CONTINUE SOUTH FOR
 DR8498'0.6 MI (1.0 KM) TO THE MARK ON THE LEFT, AT THE PALM SHORES TRAILER
 DR8498'PARK, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 50.9 FT
 DR8498'(15.5 M) WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.1 FT (3 CM)
 DR8498'BELOW THE LEVEL OF THE GROUND AND LEVEL WITH U.S. HIGHWAY 1, THE DATUM
 DR8498'POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO
 DR8498'CAP.
 DR8498'
 DR8498'LOCATED 33.4 FT (10.2 M) EAST OF THE APPROXIMATE CENTERLINE OF U.S.
 DR8498'HIGHWAY 1 NORTHBOUND LANES, 29.0 FT (8.8 M) WEST OF THE SOUTH END OF
 DR8498'THE PALM SHORES BRICK SIGN, 18.9 FT (5.8 M) NORTH OF THE APPROXIMATE
 DR8498'CENTERLINE OF THE ENTRANCE ROAD OF PALM SHORES AND 13.3 FT (4.1 M)
 DR8498'SOUTH OF AN UNNUMBERED UTILITY POLE.
 DR8498'
 DR8498'NOTE-A MAGNET WAS PLACED IN OF THE (FLDEP) LOGO CAP.
 DR8498'
 DR8498'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8498'LOGO CAP.
 DR8498
 DR8498                          STATION RECOVERY (2025)
 DR8498
 DR8498'RECOVERY NOTE BY 30 SOUTH, SURVEYING & MAPPING 2025 (JC)
 DR8498'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8501 ***********************************************************************
 DR8501  DESIGNATION -  872 1106 C
 DR8501  PID         -  DR8501
 DR8501  STATE/COUNTY-  FL/VOLUSIA
 DR8501  COUNTRY     -  US
 DR8501  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DR8501
 DR8501                         *CURRENT SURVEY CONTROL
 DR8501  ______________________________________________________________________
 DR8501* NAD 83(1986) POSITION- 29 06 06.42   (N) 080 58 27.62   (W)   HD_HELD1
 DR8501* NAVD 88 ORTHO HEIGHT -     0.123 (meters)        0.40  (feet) ADJUSTED
 DR8501  ______________________________________________________________________
 DR8501  GEOID HEIGHT    -        -28.319 (meters)                     GEOID18
 DR8501  DYNAMIC HEIGHT  -          0.123 (meters)        0.40  (feet) COMP
 DR8501  MODELED GRAVITY -    979,261.8   (mgal)                       NAVD 88
 DR8501
 DR8501  VERT ORDER      -  FIRST     CLASS II
 DR8501
 DR8501.The horizontal coordinates were determined by differentially corrected
 DR8501.hand held GPS observations or other comparable positioning techniques
 DR8501.and have an estimated accuracy of +/- 3 meters.
 DR8501
 DR8501.The orthometric height was determined by differential leveling and
 DR8501.adjusted by the NATIONAL GEODETIC SURVEY
 DR8501.in February 2023.
 DR8501
 DR8501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8501.GEOID18 height accuracy estimate available here.
 DR8501
 DR8501.Click photographs - Photos may exist for this station.
 DR8501
 DR8501.The dynamic height is computed by dividing the NAVD 88
 DR8501.geopotential number by the normal gravity value computed on the
 DR8501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8501.degrees latitude (g = 980.6199 gals.).
 DR8501
 DR8501.The modeled gravity was interpolated from observed gravity values.
 DR8501
 DR8501;                    North         East    Units  Estimated Accuracy
 DR8501;SPC FL E     -   528,311.0     202,497.8     MT  (+/- 3 meters HH1 GPS) 
 DR8501
 DR8501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0249619262(NAD 83)
 DR8501
 DR8501                          SUPERSEDED SURVEY CONTROL
 DR8501
 DR8501.No superseded survey control is available for this station.
 DR8501
 DR8501_MARKER: F = FLANGE-ENCASED ROD
 DR8501_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR8501_STAMPING: 1106 C 2022
 DR8501_MARK LOGO: FLDEP
 DR8501_PROJECTION: RECESSED 8 CENTIMETERS
 DR8501_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8501_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8501+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DR8501_ROD/PIPE-DEPTH: 10.7 meters
 DR8501
 DR8501  HISTORY     - Date     Condition        Report By
 DR8501  HISTORY     - 20220914 MONUMENTED       FLDEP
 DR8501
 DR8501                          STATION DESCRIPTION
 DR8501
 DR8501'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8501'THE MARK IS ABOUT 7.0 MI (11.2 KM) NORTHEAST OF SAMSULA, 6.0 MI (9.6
 DR8501'KM) NORTH-NORTHWEST OF NEW SMYRNA BEACH, 2.9 MI (4.7 KM)
 DR8501'SOUTH-SOUTHEAST OF PORT ORANGE, IN SECTION 40, TOWNSHIP 16 SOUTH,
 DR8501'RANGE 33 EAST.    TO REACH THE MARK FROM THE INTERSECTION OF U.S.
 DR8501'HIGHWAY 92 AND U.S. HIGHWAY 1 IN DAYTONA, GO SOUTH ON U.S. HIGHWAY 1
 DR8501'FOR 7.7 MI (12.4 KM) TO THE JUNCTION OF 5A (NOVA ROAD) ON THE RIGHT,
 DR8501'CONTINUE SOUTHERLY FOR 0.45 MI (0.72 KM) TO A LOCKED GATE ON THE
 DR8501'RIGHT, PASSING THROUGH THE GATE GO WESTERLY FOR 0.15 MI (0.24 KM) TO A
 DR8501'PARKING AREA, NOW BY FOOT WALK WEST FOR 196.0 FT (59.7 M) TO THE MARK
 DR8501'ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DR8501'35.2 FT (10.7 M) WITH AN (FLDEP) LOGO CAP RECESSED 0.3 FT (9 CM) BELOW
 DR8501'THE LEVEL OF THE GROUND AND 0.3 FT (9 CM) BELOW THE LEVEL OF A HIKING
 DR8501'TRAIL, THE DATUM POINT IS RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF
 DR8501'THE (FLDEP) LOGO CAP.
 DR8501'
 DR8501'LOCATED 196.0 FT (59.7 M) WEST OF THE TRAIL HEAD, 6.9 FT (2.1 M) NORTH
 DR8501'OF THE APPROXIMATE CENTERLINE OF A HIKING TRAIL AND 2.5 FT (0.8 M)
 DR8501'SOUTH OF A CARSONITE WITNESS POST.
 DR8501'
 DR8501'NOTE A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8501'
 DR8501'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8501'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8496 ***********************************************************************
 DR8496  DESIGNATION -  872 1114 A
 DR8496  PID         -  DR8496
 DR8496  STATE/COUNTY-  FL/VOLUSIA
 DR8496  COUNTRY     -  US
 DR8496  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DR8496
 DR8496                         *CURRENT SURVEY CONTROL
 DR8496  ______________________________________________________________________
 DR8496* NAD 83(1986) POSITION- 29 05 37.03   (N) 080 58 22.76   (W)   HD_HELD1
 DR8496* NAVD 88 ORTHO HEIGHT -     0.806 (meters)        2.64  (feet) ADJUSTED
 DR8496  ______________________________________________________________________
 DR8496  GEOID HEIGHT    -        -28.310 (meters)                     GEOID18
 DR8496  DYNAMIC HEIGHT  -          0.805 (meters)        2.64  (feet) COMP
 DR8496  MODELED GRAVITY -    979,260.8   (mgal)                       NAVD 88
 DR8496
 DR8496  VERT ORDER      -  FIRST     CLASS II
 DR8496
 DR8496.The horizontal coordinates were determined by differentially corrected
 DR8496.hand held GPS observations or other comparable positioning techniques
 DR8496.and have an estimated accuracy of +/- 3 meters.
 DR8496
 DR8496.The orthometric height was determined by differential leveling and
 DR8496.adjusted by the NATIONAL GEODETIC SURVEY
 DR8496.in February 2023.
 DR8496
 DR8496.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8496.GEOID18 height accuracy estimate available here.
 DR8496
 DR8496.Click photographs - Photos may exist for this station.
 DR8496
 DR8496.The dynamic height is computed by dividing the NAVD 88
 DR8496.geopotential number by the normal gravity value computed on the
 DR8496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8496.degrees latitude (g = 980.6199 gals.).
 DR8496
 DR8496.The modeled gravity was interpolated from observed gravity values.
 DR8496
 DR8496;                    North         East    Units  Estimated Accuracy
 DR8496;SPC FL E     -   527,406.2     202,629.4     MT  (+/- 3 meters HH1 GPS) 
 DR8496
 DR8496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0262818358(NAD 83)
 DR8496
 DR8496                          SUPERSEDED SURVEY CONTROL
 DR8496
 DR8496.No superseded survey control is available for this station.
 DR8496
 DR8496_MARKER: F = FLANGE-ENCASED ROD
 DR8496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR8496_STAMPING: 1114 A 2022
 DR8496_MARK LOGO: FLDEP
 DR8496_PROJECTION: RECESSED 5 CENTIMETERS
 DR8496_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8496+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DR8496_ROD/PIPE-DEPTH: 14.4 meters
 DR8496
 DR8496  HISTORY     - Date     Condition        Report By
 DR8496  HISTORY     - 20220914 MONUMENTED       FLDEP
 DR8496
 DR8496                          STATION DESCRIPTION
 DR8496
 DR8496'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8496'THE MARK IS ABOUT 6.6 MI (10.6 KM) NORTHEAST OF SAMSULA, 5.4 MI (8.7
 DR8496'KM) NORTH-NORTHWEST OF NEW SMYRNA BEACH, 3.5 MI (5.6 KM)
 DR8496'SOUTH-SOUTHEAST OF PORT ORANGE, IN SECTION 38, TOWNSHIP 16 SOUTH,
 DR8496'RANGE 33 EAST.
 DR8496'
 DR8496'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND U.S.
 DR8496'HIGHWAY 1 IN DAYTONA, GO SOUTH ON U.S. HIGHWAY 1 FOR 7.7 MI (12.4 KM)
 DR8496'TO THE JUNCTION OF 5A (NOVA ROAD) ON THE RIGHT.  CONTINUE SOUTHERLY
 DR8496'FOR 1.0 MI (1.6 KM) TO THE ENTRANCE TO VOLUSIA COUNTY SPRUCE CREEK
 DR8496'PARK ON THE RIGHT.  TURN RIGHT ON THE ENTRANCE ROAD AND GO WESTERLY
 DR8496'FOR 0.15 MI (0.24 KM) TO A PARKING AREA.  TURN LEFT AND GO SOUTHWEST
 DR8496'ABOUT 100.0 FT (30.5 M) TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD
 DR8496'DRIVEN TO REFUSAL AT A DEPTH OF 47.3 FT (14.4 M) WITH AN (FLDEP) LOGO
 DR8496'CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.2 FT (6
 DR8496'CM) BELOW THE LEVEL OF THE DIRT PARKING AREA, THE DATUM POINT IS
 DR8496'RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR8496'
 DR8496'LOCATED 105.5 FT (32.2 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DR8496'THE MAIN PARK ROAD, 78.8 FT (24.0 M) NORTHEAST OF THE APPROXIMATE
 DR8496'CENTERLINE A DIRT CROSS-OVER FOR PARK, 23.5 FT (7.2 M) SOUTHEAST OF
 DR8496'THE APPROXIMATE CENTERLINE OF THE DIRT ROAD FOR PARKING AREA AND 2.6
 DR8496'FT (0.8 M) WEST OF A CARSONITE WITNESS POST.
 DR8496'
 DR8496'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8496'
 DR8496'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8496'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8495 ***********************************************************************
 DR8495  DESIGNATION -  872 1114 B
 DR8495  PID         -  DR8495
 DR8495  STATE/COUNTY-  FL/VOLUSIA
 DR8495  COUNTRY     -  US
 DR8495  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DR8495
 DR8495                         *CURRENT SURVEY CONTROL
 DR8495  ______________________________________________________________________
 DR8495* NAD 83(1986) POSITION- 29 05 39.37   (N) 080 58 21.16   (W)   HD_HELD1
 DR8495* NAVD 88 ORTHO HEIGHT -     1.425 (meters)        4.68  (feet) ADJUSTED
 DR8495  ______________________________________________________________________
 DR8495  GEOID HEIGHT    -        -28.311 (meters)                     GEOID18
 DR8495  DYNAMIC HEIGHT  -          1.423 (meters)        4.67  (feet) COMP
 DR8495  MODELED GRAVITY -    979,261.0   (mgal)                       NAVD 88
 DR8495
 DR8495  VERT ORDER      -  FIRST     CLASS II
 DR8495
 DR8495.The horizontal coordinates were determined by differentially corrected
 DR8495.hand held GPS observations or other comparable positioning techniques
 DR8495.and have an estimated accuracy of +/- 3 meters.
 DR8495
 DR8495.The orthometric height was determined by differential leveling and
 DR8495.adjusted by the NATIONAL GEODETIC SURVEY
 DR8495.in February 2023.
 DR8495
 DR8495.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8495.GEOID18 height accuracy estimate available here.
 DR8495
 DR8495.Click photographs - Photos may exist for this station.
 DR8495
 DR8495.The dynamic height is computed by dividing the NAVD 88
 DR8495.geopotential number by the normal gravity value computed on the
 DR8495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8495.degrees latitude (g = 980.6199 gals.).
 DR8495
 DR8495.The modeled gravity was interpolated from observed gravity values.
 DR8495
 DR8495;                    North         East    Units  Estimated Accuracy
 DR8495;SPC FL E     -   527,478.2     202,672.7     MT  (+/- 3 meters HH1 GPS) 
 DR8495
 DR8495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0267118430(NAD 83)
 DR8495
 DR8495                          SUPERSEDED SURVEY CONTROL
 DR8495
 DR8495.No superseded survey control is available for this station.
 DR8495
 DR8495_MARKER: F = FLANGE-ENCASED ROD
 DR8495_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR8495_STAMPING: 1114 B 2022
 DR8495_MARK LOGO: FLDEP
 DR8495_PROJECTION: RECESSED 3 CENTIMETERS
 DR8495_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8495+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DR8495_ROD/PIPE-DEPTH: 11.9 meters
 DR8495
 DR8495  HISTORY     - Date     Condition        Report By
 DR8495  HISTORY     - 20220914 MONUMENTED       FLDEP
 DR8495
 DR8495                          STATION DESCRIPTION
 DR8495
 DR8495'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8495'THE MARK IS ABOUT 6.7 MI (10.8 KM) NORTHEAST OF SAMSULA, 5.5 MI (8.8
 DR8495'KM) NORTH-NORTHWEST OF NEW SMYRNA BEACH, 3.5 MI (5.6 KM)
 DR8495'SOUTH-SOUTHEAST OF PORT ORANGE, IN SECTION 38, TOWNSHIP 16 SOUTH,
 DR8495'RANGE 33 EAST.   TO REACH THE MARK FROM THE INTERSECTION OF U.S.
 DR8495'HIGHWAY 92 AND U.S. HIGHWAY 1 IN DAYTONA, GO SOUTH ON U.S. HIGHWAY 1
 DR8495'FOR 7.7 MI (12.4 KM) TO THE JUNCTION OF 5A (NOVA ROAD) ON THE RIGHT.
 DR8495'CONTINUE SOUTHERLY FOR 1.0 MI (1.6 KM) TO THE ENTRANCE TO VOLUSIA
 DR8495'COUNTY SPRUCE CREEK PARK ON THE RIGHT.  TURN RIGHT ON THE ENTRANCE
 DR8495'ROAD AND GO WESTERLY FOR 0.1 MI (0.2 KM) TO AN INTERSECTION.  TURN
 DR8495'RIGHT ON THE PARK ROAD AND GO NORTH FOR ABOUT 110.0 FT (33.5 M) TO THE
 DR8495'MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DR8495'OF 39.2 FT (11.9 M) WITH AN (FLDEP) LOGO CAP RECESSED 0.1 FT (3 CM)
 DR8495'BELOW THE LEVEL OF THE GROUND AND 0.6 FT (18 CM) ABOVE THE LEVEL OF
 DR8495'THE PARK ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE
 DR8495'LEVEL OF THE (FLDEP) LOGO CAP.
 DR8495'
 DR8495'LOCATED 132.2 FT (40.3 M) NORTHWEST OF THE DAVID JOSEPH LONG MEMORIAL
 DR8495'MONUMENT, 131.2 FT (40.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DR8495'MAIN PARK ROAD, 29.6 FT (9.0 M) WEST OF LONE STANDING 8-INCH (24 CM)
 DR8495'DIAMETER PALM TREE AND 14.4 FT (4.4 M) WEST OF THE APPROXIMATE
 DR8495'CENTERLINE OF THE DIRT PARK ROAD.
 DR8495'
 DR8495'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8495'
 DR8495'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8495'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8494 ***********************************************************************
 DR8494  DESIGNATION -  872 1114 C
 DR8494  PID         -  DR8494
 DR8494  STATE/COUNTY-  FL/VOLUSIA
 DR8494  COUNTRY     -  US
 DR8494  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DR8494
 DR8494                         *CURRENT SURVEY CONTROL
 DR8494  ______________________________________________________________________
 DR8494* NAD 83(1986) POSITION- 29 05 24.40   (N) 080 58 13.55   (W)   HD_HELD1
 DR8494* NAVD 88 ORTHO HEIGHT -     1.883 (meters)        6.18  (feet) ADJUSTED
 DR8494  ______________________________________________________________________
 DR8494  GEOID HEIGHT    -        -28.307 (meters)                     GEOID18
 DR8494  DYNAMIC HEIGHT  -          1.880 (meters)        6.17  (feet) COMP
 DR8494  MODELED GRAVITY -    979,260.7   (mgal)                       NAVD 88
 DR8494
 DR8494  VERT ORDER      -  FIRST     CLASS II
 DR8494
 DR8494.The horizontal coordinates were determined by differentially corrected
 DR8494.hand held GPS observations or other comparable positioning techniques
 DR8494.and have an estimated accuracy of +/- 3 meters.
 DR8494
 DR8494.The orthometric height was determined by differential leveling and
 DR8494.adjusted by the NATIONAL GEODETIC SURVEY
 DR8494.in February 2023.
 DR8494
 DR8494.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8494.GEOID18 height accuracy estimate available here.
 DR8494
 DR8494.Click photographs - Photos may exist for this station.
 DR8494
 DR8494.The dynamic height is computed by dividing the NAVD 88
 DR8494.geopotential number by the normal gravity value computed on the
 DR8494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8494.degrees latitude (g = 980.6199 gals.).
 DR8494
 DR8494.The modeled gravity was interpolated from observed gravity values.
 DR8494
 DR8494;                    North         East    Units  Estimated Accuracy
 DR8494;SPC FL E     -   527,017.4     202,878.5     MT  (+/- 3 meters HH1 GPS) 
 DR8494
 DR8494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0287717969(NAD 83)
 DR8494
 DR8494                          SUPERSEDED SURVEY CONTROL
 DR8494
 DR8494.No superseded survey control is available for this station.
 DR8494
 DR8494_MARKER: F = FLANGE-ENCASED ROD
 DR8494_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR8494_STAMPING: 1114 C 2022
 DR8494_MARK LOGO: FLDEP
 DR8494_PROJECTION: RECESSED 5 CENTIMETERS
 DR8494_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8494_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8494+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2022
 DR8494_ROD/PIPE-DEPTH: 13.2 meters
 DR8494
 DR8494  HISTORY     - Date     Condition        Report By
 DR8494  HISTORY     - 20220914 MONUMENTED       FLDEP
 DR8494
 DR8494                          STATION DESCRIPTION
 DR8494
 DR8494'DESCRIBED BY FL DEPT OF ENV PRO 2022 (DLP)
 DR8494'THE MARK IS ABOUT 6.6 MI (10.6 KM) NORTHEAST OF SAMSULA, 5.2 MI (8.4
 DR8494'KM) NORTH-NORTHWEST OF NEW SMYRNA BEACH, 3.8 MI (6.1 KM)
 DR8494'SOUTH-SOUTHEAST OF PORT ORANGE, IN SECTION 38, TOWNSHIP 16 SOUTH,
 DR8494'RANGE 33 EAST.
 DR8494'
 DR8494'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 AND U.S.
 DR8494'HIGHWAY 1 IN DAYTONA, GO SOUTH ON U.S. HIGHWAY 1 FOR 7.7 MI (12.4 KM)
 DR8494'TO THE JUNCTION OF 5A (NOVA ROAD) ON THE RIGHT.  CONTINUE SOUTHERLY
 DR8494'FOR 1.3 MI (2.1 KM) TO THE MARK ON THE LEFT IN THE MEDIAN, A STAINLESS
 DR8494'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 43.2 FT (13.2 M) WITH A
 DR8494'6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL
 DR8494'OF THE GROUND AND LEVEL WITH U.S. HIGHWAY 1, THE DATUM POINT IS
 DR8494'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR8494'
 DR8494'LOCATED 90.8 FT (27.7 M) SOUTH OF THE APPROXIMATE EXTENDED CENTERLINE
 DR8494'OF HARBOR ROAD, 54.5 FT (16.6 M) NORTH OF THE APPROXIMATE CENTER OF
 DR8494'THE PAVED CROSS-OVER, 33.7 FT (10.3 M) WEST OF THE APPROXIMATE
 DR8494'CENTERLINE OF U.S. HIGHWAY 1 NORTHBOUND LANES AND 30.3 FT (9.2 M) EAST
 DR8494'OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 1 SOUTHBOUND LANES.
 DR8494'
 DR8494'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8494'
 DR8494'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8494'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1563 ***********************************************************************
 AQ1563  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1563  DESIGNATION -  872 1120 5
 AQ1563  PID         -  AQ1563
 AQ1563  STATE/COUNTY-  FL/VOLUSIA
 AQ1563  COUNTRY     -  US
 AQ1563  USGS QUAD   -  PORT ORANGE (2018)
 AQ1563
 AQ1563                         *CURRENT SURVEY CONTROL
 AQ1563  ______________________________________________________________________
 AQ1563* NAD 83(1986) POSITION- 29 08 50.95   (N) 080 58 02.35   (W)   HD_HELD1
 AQ1563* NAVD 88 ORTHO HEIGHT -     5.737 (meters)       18.82  (feet) ADJUSTED
 AQ1563  ______________________________________________________________________
 AQ1563  GEOID HEIGHT    -        -28.363 (meters)                     GEOID18
 AQ1563  DYNAMIC HEIGHT  -          5.729 (meters)       18.80  (feet) COMP
 AQ1563  MODELED GRAVITY -    979,271.1   (mgal)                       NAVD 88
 AQ1563
 AQ1563  VERT ORDER      -  SECOND    CLASS I
 AQ1563
 AQ1563.The horizontal coordinates were determined by differentially corrected
 AQ1563.hand held GPS observations or other comparable positioning techniques
 AQ1563.and have an estimated accuracy of +/- 3 meters.
 AQ1563
 AQ1563.The orthometric height was determined by differential leveling and
 AQ1563.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1563.in June 1991.
 AQ1563
 AQ1563.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1563.GEOID18 height accuracy estimate available here.
 AQ1563
 AQ1563.This Tidal Bench Mark is designated as VM 5278
 AQ1563.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1563
 AQ1563.Click photographs - Photos may exist for this station.
 AQ1563
 AQ1563.The dynamic height is computed by dividing the NAVD 88
 AQ1563.geopotential number by the normal gravity value computed on the
 AQ1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1563.degrees latitude (g = 980.6199 gals.).
 AQ1563
 AQ1563.The modeled gravity was interpolated from observed gravity values.
 AQ1563
 AQ1563;                    North         East    Units  Estimated Accuracy
 AQ1563;SPC FL E     -   533,376.4     203,179.6     MT  (+/- 3 meters HH1 GPS) 
 AQ1563
 AQ1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0317824326(NAD 83)
 AQ1563
 AQ1563                          SUPERSEDED SURVEY CONTROL
 AQ1563
 AQ1563  NGVD 29 (??/??/92)    6.106  (m)           20.03   (f) SUPERSEDED  2 1
 AQ1563  NGVD 29 (09/01/92)    6.106  (m)           20.03   (f) ADJUSTED    2 1
 AQ1563
 AQ1563.Superseded values are not recommended for survey control.
 AQ1563
 AQ1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1563.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1563
 AQ1563_MARKER: DJ = TIDAL STATION DISK
 AQ1563_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1563_SP_SET: STORM SEWER CATCHMENT
 AQ1563_STAMPING: NO 5 1974
 AQ1563_MARK LOGO: NOS
 AQ1563_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1563_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1563+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2005
 AQ1563
 AQ1563  HISTORY     - Date     Condition        Report By
 AQ1563  HISTORY     - 1974     MONUMENTED       NOS
 AQ1563  HISTORY     - 1975     GOOD             FLHD
 AQ1563  HISTORY     - 1987     GOOD             FLDNR
 AQ1563  HISTORY     - 19950815 GOOD             USPSQD
 AQ1563  HISTORY     - 20050119 GOOD             FLDEP
 AQ1563  HISTORY     - 20060112 GOOD             USPSQD
 AQ1563  HISTORY     - 20260219 MARK NOT FOUND   GEOCAC
 AQ1563
 AQ1563                          STATION DESCRIPTION
 AQ1563
 AQ1563'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AQ1563'1.6 MI E FROM PORT ORANGE.
 AQ1563'THE BENCH MARK IS A STANDARD DISK, STAMPED 5 1974, SET IN THE
 AQ1563'CONCRETE BASE FOR A STORM SEWER ON THE SOUTHWEST CORNER OF THE
 AQ1563'INTERSECTION OF DAHLIA AND SOUTH ATLANTIC AVENUE.  THE MARK
 AQ1563'IS 0.3 MILES SOUTH ALONG ATLANTIC AVENUE FROM THE DAYTONA
 AQ1563'BEACH SHORES CITY HALL.
 AQ1563
 AQ1563                          STATION RECOVERY (1987)
 AQ1563
 AQ1563'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AQ1563'BEGIN AT THE JUNCTION OF ATLANTIC AVENUE AND DUNLAWTON AVENUE, GO 0.3
 AQ1563'MILE SOUTHEAST ALONG ATLANTIC AVENUE TO THE JUNCTION OF DAHLIA AVENUE
 AQ1563'AND THE MARK.  THE MARK IS SET IN THE CONCRETE BASE OF A STORM SEWER
 AQ1563'ON THE SOUTHWEST CORNER OF THE JUNCTION OF ATLANTIC AVENUE AND DAHLIA
 AQ1563'AVENUE.
 AQ1563
 AQ1563                          STATION RECOVERY (1995)
 AQ1563
 AQ1563'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1563'RECOVERED IN GOOD CONDITION.
 AQ1563
 AQ1563                          STATION RECOVERY (2005)
 AQ1563
 AQ1563'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AQ1563'THE STATION IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH-NORTHWEST OF NEW
 AQ1563'SMYRNA BEACH, 5.5 MI (8.8 KM) SOUTHEAST OF DAYTONA BEACH, 1.1 MI (1.8
 AQ1563'KM) EAST-NORTHEAST OF PORT ORANGE AND SOUTH OF DAYTONA BEACH SHORES,
 AQ1563'IN SECTION 2, TOWNSHIP 16 SOUTH, RANGE 33 EAST.
 AQ1563'
 AQ1563'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (DUNLAWTON
 AQ1563'BOULEVARD) AND U.S. HIGHWAY 1 (RIDGEWOOD AVENUE) IN PORT ORANGE, GO
 AQ1563'EAST ON STATE ROAD A1A (DUNLAWTON BOULEVARD) FOR 1.3 MI (2.1 KM) TO
 AQ1563'THE JUNCTION OF STATE ROAD A1A (SOUTH ATLANTIC AVENUE).  TURN RIGHT ON
 AQ1563'SOUTH ATLANTIC AVENUE AND GO SOUTHEAST FOR 0.3 MI (0.5 KM) TO THE
 AQ1563'JUNCTION OF DAHLIA AVENUE ON THE RIGHT.
 AQ1563'
 AQ1563'THE MARK IS LOCATED 22.0 FT (6.7 M) SOUTHEAST OF THE APPROXIMATE
 AQ1563'CENTERLINE OF DAHLIA AVENUE, 17.5 FT (5.3 M) SOUTHWEST OF THE
 AQ1563'APPROXIMATE CENTERLINE OF THE SOUTHBOUND LANES OF SOUTH ATLANTIC
 AQ1563'AVENUE AND 3.8 FT (1.2 M) WEST OF THE CONCRETE CURB ON THE SOUTHWEST
 AQ1563'SIDE OF SOUTH ATLANTIC AVENUE.  THE MARK, IS A NOS DISK SET FLUSH IN
 AQ1563'THE TOP OF A STORM SEWER CATCHMENT 0.6 FT (18 CM) ABOVE THE LEVEL OF
 AQ1563'THE ROAD.
 AQ1563
 AQ1563                          STATION RECOVERY (2006)
 AQ1563
 AQ1563'RECOVERY NOTE BY US POWER SQUADRON 2006 (CTA)
 AQ1563'RECOVERED IN GOOD CONDITION.
 AQ1563
 AQ1563                          STATION RECOVERY (2026)
 AQ1563
 AQ1563'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1563'MARK NOT FOUND.  STORM SEWER CATCHMENT HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2703 ***********************************************************************
 AQ2703  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2703  DESIGNATION -  872 1120 F TIDAL
 AQ2703  PID         -  AQ2703
 AQ2703  STATE/COUNTY-  FL/VOLUSIA
 AQ2703  COUNTRY     -  US
 AQ2703  USGS QUAD   -  PORT ORANGE (2018)
 AQ2703
 AQ2703                         *CURRENT SURVEY CONTROL
 AQ2703  ______________________________________________________________________
 AQ2703* NAD 83(1986) POSITION- 29 09 01.     (N) 080 58 07.     (W)   SCALED
 AQ2703* NAVD 88 ORTHO HEIGHT -     4.771 (meters)       15.65  (feet) ADJUSTED
 AQ2703  ______________________________________________________________________
 AQ2703  GEOID HEIGHT    -        -28.364 (meters)                     GEOID18
 AQ2703  DYNAMIC HEIGHT  -          4.764 (meters)       15.63  (feet) COMP
 AQ2703  MODELED GRAVITY -    979,271.4   (mgal)                       NAVD 88
 AQ2703
 AQ2703  VERT ORDER      -  FIRST     CLASS II
 AQ2703
 AQ2703.The horizontal coordinates were scaled from a map and have
 AQ2703.an estimated accuracy of +/- 6 seconds.
 AQ2703
 AQ2703.The orthometric height was determined by differential leveling and
 AQ2703.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2703.in May 1994.
 AQ2703
 AQ2703.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2703.GEOID18 height accuracy estimate available here.
 AQ2703
 AQ2703.This Tidal Bench Mark is designated as VM 5279
 AQ2703.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2703
 AQ2703.Click photographs - Photos may exist for this station.
 AQ2703
 AQ2703.The dynamic height is computed by dividing the NAVD 88
 AQ2703.geopotential number by the normal gravity value computed on the
 AQ2703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2703.degrees latitude (g = 980.6199 gals.).
 AQ2703
 AQ2703.The modeled gravity was interpolated from observed gravity values.
 AQ2703
 AQ2703;                    North         East    Units  Estimated Accuracy
 AQ2703;SPC FL E     -   533,690.      203,050.      MT  (+/- 180 meters Scaled)
 AQ2703
 AQ2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN030246(NAD 83)
 AQ2703
 AQ2703                          SUPERSEDED SURVEY CONTROL
 AQ2703
 AQ2703  NGVD 29 (09/01/92)    5.134  (m)           16.84   (f) ADJUSTED    1 2
 AQ2703
 AQ2703.Superseded values are not recommended for survey control.
 AQ2703
 AQ2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2703.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2703
 AQ2703_MARKER: DJ = TIDAL STATION DISK
 AQ2703_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AQ2703_STAMPING: 1120 F 1978
 AQ2703_MARK LOGO: NOS
 AQ2703_PROJECTION: FLUSH
 AQ2703_MAGNETIC: I = MARKER IS A STEEL ROD
 AQ2703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ2703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2703+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1991
 AQ2703_ROD/PIPE-DEPTH: 9.1 meters
 AQ2703
 AQ2703  HISTORY     - Date     Condition        Report By
 AQ2703  HISTORY     - 1978     MONUMENTED       NOS
 AQ2703  HISTORY     - 19910314 GOOD             NGS
 AQ2703  HISTORY     - 20051114 MARK NOT FOUND   USPSQD
 AQ2703
 AQ2703                          STATION DESCRIPTION
 AQ2703
 AQ2703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AQ2703'IN DAYTON BEACH SHORES, AT THE INTERSECTION OF SOUTH ATLANTIC AND
 AQ2703'RAYMOND AVENUES, 8.8 M (28.9 FT) NORTHWEST OF THE CENTER OF RAYMOND
 AQ2703'AVENUE, 5.3 M (17.4 FT) SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF
 AQ2703'THE SOUTHBOUND LANES OF SOUTH ATLANTIC AVENUE, AND 0.5 M (1.6 FT)
 AQ2703'NORTHEAST OF UTILITY POLE NUMBER 38100990901.  NOTE--THE DISK IS
 AQ2703'ENCASED IN A 4-INCH PVC PIPE THAT IS FLUSH WITH THE GROUND SURFACE.
 AQ2703
 AQ2703                          STATION RECOVERY (2005)
 AQ2703
 AQ2703'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ2703'THOROUGHLY PROBED AROUND THE DESCRIBED UTILITY POLE FOR A DISTANCE OF
 AQ2703'ABOUT THREE FT AND A DEPTH OF 1.5 FT WITH NO SUCCESS. THE MARK MAY
 AQ2703'HAVE BEEN DESTROYED SINCE THE CONCRETE WHERE THE MARK IS LOCATED IS
 AQ2703'NEW.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1831 ***********************************************************************
 AQ1831  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1831  DESIGNATION -  872 1120 G TIDAL
 AQ1831  PID         -  AQ1831
 AQ1831  STATE/COUNTY-  FL/VOLUSIA
 AQ1831  COUNTRY     -  US
 AQ1831  USGS QUAD   -  PORT ORANGE (2018)
 AQ1831
 AQ1831                         *CURRENT SURVEY CONTROL
 AQ1831  ______________________________________________________________________
 AQ1831* NAD 83(1986) POSITION- 29 09 03.     (N) 080 58 08.     (W)   SCALED
 AQ1831* NAVD 88 ORTHO HEIGHT -     4.333 (meters)       14.22  (feet) ADJUSTED
 AQ1831  ______________________________________________________________________
 AQ1831  GEOID HEIGHT    -        -28.365 (meters)                     GEOID18
 AQ1831  DYNAMIC HEIGHT  -          4.327 (meters)       14.20  (feet) COMP
 AQ1831  MODELED GRAVITY -    979,271.5   (mgal)                       NAVD 88
 AQ1831
 AQ1831  VERT ORDER      -  SECOND    CLASS II
 AQ1831
 AQ1831.The horizontal coordinates were scaled from a map and have
 AQ1831.an estimated accuracy of +/- 6 seconds.
 AQ1831
 AQ1831.The orthometric height was determined by differential leveling and
 AQ1831.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1831.in June 1991.
 AQ1831
 AQ1831.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1831.GEOID18 height accuracy estimate available here.
 AQ1831
 AQ1831.This Tidal Bench Mark is designated as VM 5280
 AQ1831.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1831
 AQ1831.Click photographs - Photos may exist for this station.
 AQ1831
 AQ1831.The dynamic height is computed by dividing the NAVD 88
 AQ1831.geopotential number by the normal gravity value computed on the
 AQ1831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1831.degrees latitude (g = 980.6199 gals.).
 AQ1831
 AQ1831.The modeled gravity was interpolated from observed gravity values.
 AQ1831
 AQ1831;                    North         East    Units  Estimated Accuracy
 AQ1831;SPC FL E     -   533,750.      203,030.      MT  (+/- 180 meters Scaled)
 AQ1831
 AQ1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN030246(NAD 83)
 AQ1831
 AQ1831                          SUPERSEDED SURVEY CONTROL
 AQ1831
 AQ1831  NGVD 29 (09/01/92)    4.698  (m)           15.41   (f) ADJUSTED    2 2
 AQ1831
 AQ1831.Superseded values are not recommended for survey control.
 AQ1831
 AQ1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1831.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1831
 AQ1831_MARKER: DJ = TIDAL STATION DISK
 AQ1831_SETTING: 45 = UNSPECIFIED DEEP UNSLEEVED SETTING (10 FT.+)
 AQ1831_SP_SET: UNSPECIFIED DEEP
 AQ1831_STAMPING: 1120 G 1978
 AQ1831_MARK LOGO: NOS
 AQ1831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1831+STABILITY: SURFACE MOTION
 AQ1831
 AQ1831  HISTORY     - Date     Condition        Report By
 AQ1831  HISTORY     - 1978     MONUMENTED       NOS
 AQ1831  HISTORY     - 1978     GOOD             FLDT
 AQ1831  HISTORY     - 19910314 MARK NOT FOUND   NGS
 AQ1831
 AQ1831                          STATION DESCRIPTION
 AQ1831
 AQ1831'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1831'1.3 MI EAST FROM PORT ORANGE.
 AQ1831'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND US 1 IN PORT ORANGE.
 AQ1831'PROCEED EAST ON STATE ROAD A1A FOR 1.3 MILES TO THE INTERSECTION OF
 AQ1831'SOUTH ATLANTIC AVENUE. THE MARK BEARS 21.8 FEET SOUTH OF THE CENTER
 AQ1831'LINE OF THE EASTBOUND LANE OF STATE ROAD A1A, 13 FEET WEST OF A GUY
 AQ1831'WIRE, AND 3.8 FEET EAST OF A POWER POLE.
 AQ1831'NO PREVIOUS DESCRIPTION AVAILABLE.
 AQ1831
 AQ1831                          STATION RECOVERY (1991)
 AQ1831
 AQ1831'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1831'THE MEASUREMENTS LEAD TO A NEW SIDEWALK.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3645 ***********************************************************************
 DM3645  DESIGNATION -  872 1120 H
 DM3645  PID         -  DM3645
 DM3645  STATE/COUNTY-  FL/VOLUSIA
 DM3645  COUNTRY     -  US
 DM3645  USGS QUAD   -  PORT ORANGE (2018)
 DM3645
 DM3645                         *CURRENT SURVEY CONTROL
 DM3645  ______________________________________________________________________
 DM3645* NAD 83(1986) POSITION- 29 08 53.89   (N) 080 58 03.91   (W)   HD_HELD1
 DM3645* NAVD 88 ORTHO HEIGHT -     5.531 (meters)       18.15  (feet) ADJUSTED
 DM3645  ______________________________________________________________________
 DM3645  GEOID HEIGHT    -        -28.363 (meters)                     GEOID18
 DM3645  DYNAMIC HEIGHT  -          5.523 (meters)       18.12  (feet) COMP
 DM3645  MODELED GRAVITY -    979,271.2   (mgal)                       NAVD 88
 DM3645
 DM3645  VERT ORDER      -  SECOND    CLASS I
 DM3645
 DM3645.The horizontal coordinates were determined by differentially corrected
 DM3645.hand held GPS observations or other comparable positioning techniques
 DM3645.and have an estimated accuracy of +/- 3 meters.
 DM3645
 DM3645.The orthometric height was determined by differential leveling and
 DM3645.adjusted by the NATIONAL GEODETIC SURVEY
 DM3645.in December 2010.
 DM3645
 DM3645.No vertical observational check was made to the station.
 DM3645
 DM3645.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3645.GEOID18 height accuracy estimate available here.
 DM3645
 DM3645.Click photographs - Photos may exist for this station.
 DM3645
 DM3645.The dynamic height is computed by dividing the NAVD 88
 DM3645.geopotential number by the normal gravity value computed on the
 DM3645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3645.degrees latitude (g = 980.6199 gals.).
 DM3645
 DM3645.The modeled gravity was interpolated from observed gravity values.
 DM3645
 DM3645;                    North         East    Units  Estimated Accuracy
 DM3645;SPC FL E     -   533,466.9     203,137.5     MT  (+/- 3 meters HH1 GPS) 
 DM3645
 DM3645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0313624416(NAD 83)
 DM3645
 DM3645                          SUPERSEDED SURVEY CONTROL
 DM3645
 DM3645.No superseded survey control is available for this station.
 DM3645
 DM3645_MARKER: DJ = TIDAL STATION DISK
 DM3645_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM3645_SP_SET: STORM SEWER CATCHMENT
 DM3645_STAMPING: H1120 1978
 DM3645_MARK LOGO: NOS
 DM3645_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3645+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 DM3645
 DM3645  HISTORY     - Date     Condition        Report By
 DM3645  HISTORY     - 1978     MONUMENTED       NOS
 DM3645  HISTORY     - 20050222 GOOD             FLDEP
 DM3645  HISTORY     - 20240409 MARK NOT FOUND   T2UES
 DM3645  HISTORY     - 20260219 MARK NOT FOUND   GEOCAC
 DM3645
 DM3645                          STATION DESCRIPTION
 DM3645
 DM3645'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JRH)
 DM3645'THE MARK IS LOCATED ABOUT 8.8 MI (14.2 KM) NORTH-NORTHWEST OF NEW
 DM3645'SMYRNA BEACH, 5.4 MI (8.7 KM) SOUTHEAST OF DAYTONA BEACH, 1.2 MI (1.9
 DM3645'KM) EAST-NORTHEAST OF PORT ORANGE IN SECTION 2, TOWNSHIP 16 SOUTH,
 DM3645'RANGE 33 EAST.
 DM3645'
 DM3645'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (DUNLAWTON
 DM3645'BOULEVARD) AND U.S. HIGHWAY 1 (RIDGEWOOD AVENUE) IN PORT ORANGE, GO
 DM3645'EAST ON STATE ROAD A1A (DUNLAWTON BOULEVARD) FOR 1.3 MI (2.1 KM) TO
 DM3645'THE JUNCTION OF STATE ROAD A1A (SOUTH ATLANTIC AVENUE).  TURN RIGHT ON
 DM3645'SOUTH ATLANTIC AVENUE AND GO SOUTHEAST FOR 0.2 MI (0.3 KM) TO THE
 DM3645'INLET HARBOR REALTY OFFICE AT 3612 SOUTH ATLANTIC AVENUE ON THE RIGHT
 DM3645'AND THE MARK, A DISK SET FLUSH IN THE BASE OF A STORM SEWER DRAIN
 DM3645'MANHOLE COVER IN FRONT OF THE INLET HARBOR REALTY OFFICE.
 DM3645'
 DM3645'THE MARK IS LOCATED 349.6 FT (106.6 M) SOUTH OF THE APPROXIMATE
 DM3645'CENTERLINE OF DEMOTTE STREET, 333.0 FT (101.5 M) NORTH OF THE MARK
 DM3645'DESIGNATED NO. 5 1974, 304.0 FT (92.7 M) NORTH OF THE APPROXIMATE
 DM3645'CENTERLINE OF DAHLIA AVENUE, 17.0 FT (5.2 M) WEST OF THE APPROXIMATE
 DM3645'CENTERLINE OF THE SOUTHBOUND LANES OF SOUTH ATLANTIC AVENUE, 15.0 FT
 DM3645'(4.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE CONCRETE DRIVE
 DM3645'ENTRANCE OF 3612 SOUTH ATLANTIC AVENUE AND 9.2 FT (2.8 M) SOUTHWEST OF
 DM3645'A SQUARE CONCRETE LIGHT POLE.
 DM3645
 DM3645                          STATION RECOVERY (2024)
 DM3645
 DM3645'RECOVERY NOTE BY T2 UES, INC. 2024 (JH)
 DM3645'MARK NOT FOUND.
 DM3645
 DM3645                          STATION RECOVERY (2026)
 DM3645
 DM3645'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 DM3645'MARK NOT FOUND.  STORM SEWER BASE HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1759 ***********************************************************************
 AQ1759  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1759  DESIGNATION -  872 1120 J TIDAL
 AQ1759  PID         -  AQ1759
 AQ1759  STATE/COUNTY-  FL/VOLUSIA
 AQ1759  COUNTRY     -  US
 AQ1759  USGS QUAD   -  PORT ORANGE (2018)
 AQ1759
 AQ1759                         *CURRENT SURVEY CONTROL
 AQ1759  ______________________________________________________________________
 AQ1759* NAD 83(1986) POSITION- 29 08 51.72   (N) 080 58 01.83   (W)   HD_HELD1
 AQ1759* NAVD 88 ORTHO HEIGHT -     5.691 (meters)       18.67  (feet) ADJUSTED
 AQ1759  ______________________________________________________________________
 AQ1759  GEOID HEIGHT    -        -28.363 (meters)                     GEOID18
 AQ1759  DYNAMIC HEIGHT  -          5.683 (meters)       18.65  (feet) COMP
 AQ1759  MODELED GRAVITY -    979,271.1   (mgal)                       NAVD 88
 AQ1759
 AQ1759  VERT ORDER      -  SECOND    CLASS I
 AQ1759
 AQ1759.The horizontal coordinates were determined by differentially corrected
 AQ1759.hand held GPS observations or other comparable positioning techniques
 AQ1759.and have an estimated accuracy of +/- 3 meters.
 AQ1759
 AQ1759.The orthometric height was determined by differential leveling and
 AQ1759.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1759.in June 1991.
 AQ1759
 AQ1759.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1759.GEOID18 height accuracy estimate available here.
 AQ1759
 AQ1759.This Tidal Bench Mark is designated as VM 5282
 AQ1759.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1759
 AQ1759.Click photographs - Photos may exist for this station.
 AQ1759
 AQ1759.The dynamic height is computed by dividing the NAVD 88
 AQ1759.geopotential number by the normal gravity value computed on the
 AQ1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1759.degrees latitude (g = 980.6199 gals.).
 AQ1759
 AQ1759.The modeled gravity was interpolated from observed gravity values.
 AQ1759
 AQ1759;                    North         East    Units  Estimated Accuracy
 AQ1759;SPC FL E     -   533,400.1     203,193.7     MT  (+/- 3 meters HH1 GPS) 
 AQ1759
 AQ1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0319224350(NAD 83)
 AQ1759
 AQ1759                          SUPERSEDED SURVEY CONTROL
 AQ1759
 AQ1759  NGVD 29 (09/01/92)    6.059  (m)           19.88   (f) ADJUSTED    2 1
 AQ1759
 AQ1759.Superseded values are not recommended for survey control.
 AQ1759
 AQ1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1759.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1759
 AQ1759_MARKER: DJ = TIDAL STATION DISK
 AQ1759_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1759_SP_SET: STORM SEWER BASE
 AQ1759_STAMPING: 1120 J 1978
 AQ1759_MARK LOGO: NOS
 AQ1759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1759
 AQ1759  HISTORY     - Date     Condition        Report By
 AQ1759  HISTORY     - 1978     MONUMENTED       NOS
 AQ1759  HISTORY     - 1979     GOOD             FLDNR
 AQ1759  HISTORY     - 1987     GOOD             FLDNR
 AQ1759  HISTORY     - 1990     GOOD             USPSQD
 AQ1759  HISTORY     - 19950815 GOOD             USPSQD
 AQ1759  HISTORY     - 20050815 MARK NOT FOUND   FLDEP
 AQ1759
 AQ1759                          STATION DESCRIPTION
 AQ1759
 AQ1759'DESCRIBED BY FL DEPT OF NAT RES 1979
 AQ1759'1.5 MI SOUTH FROM DAYTONA BEACH SHORES.
 AQ1759'5 MILES SOUTH OF DAYTONA BEACH, AT ROBLE HOTEL,3621 ATLANTIC
 AQ1759'AVENUE, THE MARK BEARS 7.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AQ1759'OF ROBLE HOTEL, 35 FEET EAST OF THE CENTERLINE OF ATLANTIC
 AQ1759'AVENUE, AND 38 FEET NORTH OF POWER POLE NUMBER F361.
 AQ1759
 AQ1759                          STATION RECOVERY (1987)
 AQ1759
 AQ1759'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AQ1759'RECOVERED IN GOOD CONDITION.
 AQ1759
 AQ1759                          STATION RECOVERY (1990)
 AQ1759
 AQ1759'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1759'RECOVERED IN GOOD CONDITION.
 AQ1759
 AQ1759                          STATION RECOVERY (1995)
 AQ1759
 AQ1759'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1759'RECOVERED IN GOOD CONDITION.
 AQ1759
 AQ1759                          STATION RECOVERY (2005)
 AQ1759
 AQ1759'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AQ1759'SEARCHED FOR AND NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1371 ***********************************************************************
 AQ1371  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1371  DESIGNATION -  872 1120 TIDAL 1
 AQ1371  PID         -  AQ1371
 AQ1371  STATE/COUNTY-  FL/VOLUSIA
 AQ1371  COUNTRY     -  US
 AQ1371  USGS QUAD   -  PORT ORANGE (2018)
 AQ1371
 AQ1371                         *CURRENT SURVEY CONTROL
 AQ1371  ______________________________________________________________________
 AQ1371* NAD 83(2011) POSITION- 29 08 46.28932(N) 080 57 55.57614(W)   NO CHECK
 AQ1371* NAD 83(2011) ELLIP HT-   -24.037 (meters)        (06/27/12)   NO CHECK
 AQ1371* NAD 83(2011) EPOCH   -  2010.00
 AQ1371* NAVD 88 ORTHO HEIGHT -     4.306 (meters)       14.13  (feet) ADJUSTED
 AQ1371  ______________________________________________________________________
 AQ1371  GEOID HEIGHT    -        -28.362 (meters)                     GEOID18
 AQ1371  NAD 83(2011) X  -    875,434.691 (meters)                     COMP
 AQ1371  NAD 83(2011) Y  - -5,505,779.674 (meters)                     COMP
 AQ1371  NAD 83(2011) Z  -  3,088,051.287 (meters)                     COMP
 AQ1371  LAPLACE CORR    -         -0.22  (seconds)                    DEFLEC18
 AQ1371  DYNAMIC HEIGHT  -          4.300 (meters)       14.11  (feet) COMP
 AQ1371  MODELED GRAVITY -    979,271.0   (mgal)                       NAVD 88
 AQ1371
 AQ1371  VERT ORDER      -  SECOND    CLASS I
 AQ1371
 AQ1371  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AQ1371  Standards:
 AQ1371         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AQ1371            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AQ1371  -------------------------------------------------------------------
 AQ1371  NETWORK   12.74  12.76           2.28   6.37   6.51      0.25220935
 AQ1371  -------------------------------------------------------------------
 AQ1371  Click here for local accuracies and other accuracy information.
 AQ1371
 AQ1371.The horizontal coordinates were established by GPS observations
 AQ1371.and adjusted by the National Geodetic Survey in June 2012.
 AQ1371
 AQ1371.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AQ1371.been affixed to the stable North American tectonic plate. See 
 AQ1371.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AQ1371
 AQ1371.The horizontal coordinates are valid at the epoch date displayed above
 AQ1371.which is a decimal equivalence of Year/Month/Day.
 AQ1371
 AQ1371.No horizontal observational check was made to the station.
 AQ1371
 AQ1371.The orthometric height was determined by differential leveling and
 AQ1371.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1371.in December 2010.
 AQ1371
 AQ1371.No vertical observational check was made to the station.
 AQ1371
 AQ1371.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1371.GEOID18 height accuracy estimate available here.
 AQ1371
 AQ1371.This Tidal Bench Mark is designated as VM 5274
 AQ1371.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1371
 AQ1371.Click photographs - Photos may exist for this station.
 AQ1371
 AQ1371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AQ1371
 AQ1371.The Laplace correction was computed from DEFLEC18 derived deflections.
 AQ1371
 AQ1371.The ellipsoidal height was determined by GPS observations
 AQ1371.and is referenced to NAD 83.
 AQ1371
 AQ1371.The dynamic height is computed by dividing the NAVD 88
 AQ1371.geopotential number by the normal gravity value computed on the
 AQ1371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1371.degrees latitude (g = 980.6199 gals.).
 AQ1371
 AQ1371.The modeled gravity was interpolated from observed gravity values.
 AQ1371
 AQ1371. The following values were computed from the NAD 83(2011) position.
 AQ1371
 AQ1371;                    North         East     Units Scale Factor Converg.
 AQ1371;SPC FL E     -   533,233.005   203,362.754   MT  0.99994132   +0 01 00.6
 AQ1371;SPC FL E     - 1,749,448.62    667,199.30   sFT  0.99994132   +0 01 00.6
 AQ1371;UTM  17      - 3,224,183.049   503,361.607   MT  0.99960014   +0 01 00.6
 AQ1371
 AQ1371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AQ1371!SPC FL E     -   1.00000378  x   0.99994132  =   0.99994510
 AQ1371!UTM  17      -   1.00000378  x   0.99960014  =   0.99960391
 AQ1371
 AQ1371_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0336124183(NAD 83)
 AQ1371
 AQ1371                          SUPERSEDED SURVEY CONTROL
 AQ1371
 AQ1371  NAD 83(2007)-  29 08 46.28893(N)    080 57 55.57638(W) AD(2002.00) 0
 AQ1371  ELLIP H (02/10/07)  -24.011  (m)                       GP(2002.00)    
 AQ1371  NAD 83(1999)-  29 08 46.28949(N)    080 57 55.57669(W) AD(       ) B
 AQ1371  ELLIP H (05/31/01)  -24.042  (m)                       GP(       ) 5 1
 AQ1371  NAD 83(1990)-  29 08 46.28830(N)    080 57 55.57611(W) AD(       ) B
 AQ1371  ELLIP H (06/02/94)  -24.064  (m)                       GP(       ) 3 1
 AQ1371  NAVD 88               4.30   (m)           14.1    (f) LEVELING    3  
 AQ1371  NAVD 88 (05/20/94)    4.304  (m)           14.12   (f) SUPERSEDED  1 2
 AQ1371  NAVD 88 (06/15/91)    4.299  (m)           14.10   (f) SUPERSEDED  1 2
 AQ1371  NGVD 29 (??/??/92)    4.668  (m)           15.31   (f) SUPERSEDED  1 2
 AQ1371  NGVD 29 (09/01/92)    4.668  (m)           15.31   (f) ADJUSTED    1 2
 AQ1371
 AQ1371.Superseded values are not recommended for survey control.
 AQ1371
 AQ1371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1371.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1371
 AQ1371_MARKER: DB = BENCH MARK DISK
 AQ1371_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1371_SP_SET: RETAINING WALL
 AQ1371_STAMPING: NO 1 1966
 AQ1371_MARK LOGO: CGS
 AQ1371_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1371+STABILITY: SURFACE MOTION
 AQ1371_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1371+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2005
 AQ1371
 AQ1371  HISTORY     - Date     Condition        Report By
 AQ1371  HISTORY     - 1966     MONUMENTED       CGS
 AQ1371  HISTORY     - 1975     GOOD             FLHD
 AQ1371  HISTORY     - 1979     GOOD             FLDNR
 AQ1371  HISTORY     - 1990     GOOD             USPSQD
 AQ1371  HISTORY     - 19910314 GOOD             NGS
 AQ1371  HISTORY     - 19930210 GOOD             NGS
 AQ1371  HISTORY     - 20030411 GOOD             FL-127
 AQ1371  HISTORY     - 20050119 GOOD             FLDEP
 AQ1371  HISTORY     - 20051114 GOOD             USPSQD
 AQ1371  HISTORY     - 20260219 MARK NOT FOUND   GEOCAC
 AQ1371
 AQ1371                          STATION DESCRIPTION
 AQ1371
 AQ1371'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AQ1371'1.6 MI E FROM PORT ORANGE.
 AQ1371'BENCH MARK 1 (1966) IS A STANDARD DISK, STAMPED NO 1 1966,
 AQ1371'SET IN TOP OF SECOND CONCRETE STEP FROM TOP LEADING DOWN TO
 AQ1371'BEACH FROM SUNGLOW FISHING PIER PARKING AREA.  IT IS AT WEST
 AQ1371'END OF THE PIER, 100 YARDS EAST OF ATLANTIC AVENUE AND 1 1/2
 AQ1371'FEET SOUTH OF SOUTH EDGE OF PIER.
 AQ1371
 AQ1371                          STATION RECOVERY (1979)
 AQ1371
 AQ1371'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AQ1371'RECOVERED IN GOOD CONDITION.
 AQ1371
 AQ1371                          STATION RECOVERY (1990)
 AQ1371
 AQ1371'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1371'RECOVERED IN GOOD CONDITION.
 AQ1371
 AQ1371                          STATION RECOVERY (1991)
 AQ1371
 AQ1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1371'IN DAYTONA BEACH SHORES, AT 3703 SOUTH ATLANTIC AVENUE, IN A CONCRETE
 AQ1371'RETAINING WALL AT THE WEST END OF THE SUNGLOW FISHING PIER, 14.2 M
 AQ1371'(46.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE PIER SIDE INN AT
 AQ1371'3703 SOUTH ATLANTIC AVENUE, 2.5 M (8.2 FT) SOUTHEAST OF THE CENTER OF
 AQ1371'THE PIER, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE PIER.
 AQ1371
 AQ1371                          STATION RECOVERY (1993)
 AQ1371
 AQ1371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AQ1371'THE STATION IS LOCATED ABOUT 8.0 KM (4.95 MI) SOUTH OF DAYTONA BEACH,
 AQ1371'IN DAYTONA BEACH SHORES, AT 3701 SOUTH ATLANTIC AVENUE, IN A CONCRETE
 AQ1371'RETAINING WALL AT THE WEST END OF THE SUNGLOW FISHING PIER.
 AQ1371'OWNERSHIP--UNKNOWN.
 AQ1371'TI REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY A1A AND COUNTY
 AQ1371'ROAD 4075 (SOUTH ATLANTIC AVENUE) IN DAYTONA SHORES, GO SOUTH ON
 AQ1371'SOUTH ATLANTIC AVENUE FOR 0.64 KM (0.40 MI) TO THE SUNGLOW FISHING
 AQ1371'PIER ON THE LEFT AND PARKING LOT.  TURN LEFT AND GO EAST INTO PARKING
 AQ1371'LOT FOR ABOUT 80 M (262.5 FT) TO THE WEST END OF THE PIER AND THE
 AQ1371'STATION IN THE STEPS OF THE RETAINING WALL LEADING TO THE BEACH.
 AQ1371'LOCATED 14.2 M (46.6 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE PIER
 AQ1371'SIDE INN AT 3701 SOUTH ATLANTIC AVENUE, 2.5 M (8.2 FT) SOUTHEAST OF
 AQ1371'THE CENTER OF THE PIER, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE
 AQ1371'PIER.
 AQ1371'NOTE, THE 2.220 METER (7.283 FT) FIXED HEIGHT KIN POLE SHOULD BE USED
 AQ1371'FOR THE ANTENNA AND CONES USED FOR PEDESTRIAIN TRAFFIC.
 AQ1371
 AQ1371                          STATION RECOVERY (2003)
 AQ1371
 AQ1371'RECOVERY NOTE BY VOLUSIA COUNTY FLORIDA 2003
 AQ1371'RECOVERED IN GOOD CONDITION.
 AQ1371
 AQ1371                          STATION RECOVERY (2005)
 AQ1371
 AQ1371'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AQ1371'THE MARK IS SOUTH OF DAYTONA BEACH SHORES, IN SECTION 2, TOWNSHIP 16
 AQ1371'SOUTH, RANGE 33 EAST.
 AQ1371'
 AQ1371'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (DUNLAWTON
 AQ1371'BOULEVARD) AND U.S. HIGHWAY 1 (RIDGEWOOD AVENUE) IN PORT ORANGE, GO
 AQ1371'EAST ON STATE ROAD A1A (DUNLAWTON BOULEVARD) FOR 1.3 MI (2.1 KM) TO
 AQ1371'THE JUNCTION OF STATE ROAD A1A (SOUTH ATLANTIC AVENUE).  TURN RIGHT ON
 AQ1371'SOUTH ATLANTIC AVENUE AND GO SOUTHEAST FOR 0.4 MI (0.6 KM) TO THE
 AQ1371'ENTRANCE TO THE SUNGLOW FISHING PIER ON THE LEFT AND THE PARKING LOT.
 AQ1371'TURN LEFT INTO THE PARKING LOT AND GO EAST FOR ABOUT 262.5 FT (80.0 M)
 AQ1371'TO THE WEST END OF THE PIER AND THE MARK, A BENCH MARK DISK SET FLUSH
 AQ1371'IN THE TOP OF THE SOUTHWEST END OF THE RETAINING WALL PIER AND 1.6 FT
 AQ1371'(0.5 M) BELOW THE LEVEL OF THE WOODEN DECK.
 AQ1371'
 AQ1371'LOCATED 273.3 FT (83.3 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 AQ1371'THE NORTHBOUND LANES OF SOUTH ATLANTIC AVENUE AND 8.2 FT (2.5 M)
 AQ1371'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE WOODEN DECK OF THE
 AQ1371'PIER.
 AQ1371
 AQ1371                          STATION RECOVERY (2005)
 AQ1371
 AQ1371'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1371'THE CONCRETE STEPS DESCRIBED HAVE BEEN REMOVED. THE MARK IS STILL
 AQ1371'LOCATED IN WHAT WAS THE SECOND CONCRETE STEP. THAT STEP REMAINS IT NOW
 AQ1371'SITS ATOP THE SEAWALL.
 AQ1371
 AQ1371                          STATION RECOVERY (2026)
 AQ1371
 AQ1371'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1371'MARK NOT FOUND.  MEASUREMENTS FELL UNDER A CONCRETE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1367 ***********************************************************************
 AQ1367  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1367  DESIGNATION -  872 1120 TIDAL 2
 AQ1367  PID         -  AQ1367
 AQ1367  STATE/COUNTY-  FL/VOLUSIA
 AQ1367  COUNTRY     -  US
 AQ1367  USGS QUAD   -  PORT ORANGE (2018)
 AQ1367
 AQ1367                         *CURRENT SURVEY CONTROL
 AQ1367  ______________________________________________________________________
 AQ1367* NAD 83(1986) POSITION- 29 08 57.11   (N) 080 58 04.45   (W)   HD_HELD1
 AQ1367* NAVD 88 ORTHO HEIGHT -     5.109 (meters)       16.76  (feet) ADJUSTED
 AQ1367  ______________________________________________________________________
 AQ1367  GEOID HEIGHT    -        -28.364 (meters)                     GEOID18
 AQ1367  DYNAMIC HEIGHT  -          5.101 (meters)       16.74  (feet) COMP
 AQ1367  MODELED GRAVITY -    979,271.2   (mgal)                       NAVD 88
 AQ1367
 AQ1367  VERT ORDER      -  FIRST     CLASS II
 AQ1367
 AQ1367.The horizontal coordinates were determined by differentially corrected
 AQ1367.hand held GPS observations or other comparable positioning techniques
 AQ1367.and have an estimated accuracy of +/- 3 meters.
 AQ1367
 AQ1367.The orthometric height was determined by differential leveling and
 AQ1367.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1367.in May 1994.
 AQ1367
 AQ1367.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1367.GEOID18 height accuracy estimate available here.
 AQ1367
 AQ1367.This Tidal Bench Mark is designated as VM 5275
 AQ1367.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1367
 AQ1367.Click photographs - Photos may exist for this station.
 AQ1367
 AQ1367.The dynamic height is computed by dividing the NAVD 88
 AQ1367.geopotential number by the normal gravity value computed on the
 AQ1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1367.degrees latitude (g = 980.6199 gals.).
 AQ1367
 AQ1367.The modeled gravity was interpolated from observed gravity values.
 AQ1367
 AQ1367;                    North         East    Units  Estimated Accuracy
 AQ1367;SPC FL E     -   533,566.1     203,122.8     MT  (+/- 3 meters HH1 GPS) 
 AQ1367
 AQ1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0312124515(NAD 83)
 AQ1367
 AQ1367                          SUPERSEDED SURVEY CONTROL
 AQ1367
 AQ1367  NAVD 88 (06/15/91)    5.102  (m)           16.74   (f) SUPERSEDED  1 2
 AQ1367  NGVD 29 (??/??/92)    5.471  (m)           17.95   (f) SUPERSEDED  1 2
 AQ1367  NGVD 29 (09/01/92)    5.471  (m)           17.95   (f) ADJUSTED    1 2
 AQ1367
 AQ1367.Superseded values are not recommended for survey control.
 AQ1367
 AQ1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1367.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1367
 AQ1367_MARKER: DB = BENCH MARK DISK
 AQ1367_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1367_SP_SET: STORM SEWER CATCHMENT
 AQ1367_STAMPING: NO 2 1966
 AQ1367_MARK LOGO: CGS
 AQ1367_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1367_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1367+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 AQ1367
 AQ1367  HISTORY     - Date     Condition        Report By
 AQ1367  HISTORY     - 1966     MONUMENTED       CGS
 AQ1367  HISTORY     - 1975     GOOD             FLHD
 AQ1367  HISTORY     - 1979     GOOD             FLDNR
 AQ1367  HISTORY     - 1990     GOOD             USPSQD
 AQ1367  HISTORY     - 19910314 GOOD             NGS
 AQ1367  HISTORY     - 20030123 GOOD             USPSQD
 AQ1367  HISTORY     - 20050119 GOOD             FLDEP
 AQ1367  HISTORY     - 20050529 GOOD             USPSQD
 AQ1367  HISTORY     - 20260219 MARK NOT FOUND   GEOCAC
 AQ1367
 AQ1367                          STATION DESCRIPTION
 AQ1367
 AQ1367'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AQ1367'1.6 MI E FROM PORT ORANGE.
 AQ1367'BENCH MARK 2 (1966) IS A STANDARD DISK, STAMPED NO 2 1966, SET
 AQ1367'IN TOP OF SOUTH SIDE OF ROUNDED CONCRETE BASE OF A STORM
 AQ1367'SEWER, ON SOUTHEAST CORNER OF DEMOTTE AND ATLANTIC AVENUES.
 AQ1367'IT IS 3 1/2 FEET EAST OF EAST CURB OF ATLANTIC AVENUE, 13 1/2
 AQ1367'FEET SOUTHWEST OF A FIREPLUG, 37 FEET SOUTH OF CENTERLINE OF
 AQ1367'DEMOTTE AVENUE AND 0.15 MILE SOUTH OF INTERSECTION OF ATLANTIC
 AQ1367'AVENUE AND DUNLAWTON BLVD.
 AQ1367
 AQ1367                          STATION RECOVERY (1979)
 AQ1367
 AQ1367'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AQ1367'RECOVERED IN GOOD CONDITION.
 AQ1367
 AQ1367                          STATION RECOVERY (1990)
 AQ1367
 AQ1367'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1367'RECOVERED IN GOOD CONDITION.
 AQ1367
 AQ1367                          STATION RECOVERY (1991)
 AQ1367
 AQ1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1367'IN DAYTONA BEACH SHORES, AT THE INTERSECTION OF SOUTH ATLANTIC AND
 AQ1367'DEMOTTE AVENUES, IN THE SOUTH SIDE OF THE CONCRETE FOUNDATION FOR A
 AQ1367'SEWER MANHOLE COVER, 10.5 M (34.4 FT) SOUTHEAST OF THE CENTER OF
 AQ1367'DEMOTTE AVENUE, AND 5.3 M (17.4 FT) NORTHEAST OF AND LEVEL WITH THE
 AQ1367'CENTERLINE OF THE NORTHBOUND LANES OF SOUTH ATLANTIC AVENUE.
 AQ1367
 AQ1367                          STATION RECOVERY (2003)
 AQ1367
 AQ1367'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJB)
 AQ1367'RECOVERED IN GOOD CONDITION.
 AQ1367
 AQ1367                          STATION RECOVERY (2005)
 AQ1367
 AQ1367'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AQ1367'THE MARK IS ABOUT 1.6 MI (2.6 KM) EAST OF PORT ORANGE, IN SECTION 2,
 AQ1367'TOWNSHIP 16 SOUTH, RANGE 33 EAST.
 AQ1367'
 AQ1367'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (DUNLAWTON
 AQ1367'BOULEVARD) AND U.S. HIGHWAY 1 (RIDGEWOOD AVENUE) IN PORT ORANGE, GO
 AQ1367'EAST ON STATE ROAD A1A (DUNLAWTON BOULEVARD) FOR 1.3 MI (2.1 KM) TO
 AQ1367'THE JUNCTION OF STATE ROAD A1A (SOUTH ATLANTIC AVENUE).  TURN RIGHT ON
 AQ1367'STATE ROAD A1A (SOUTH ATLANTIC AVENUE) AND GO SOUTHEAST FOR 0.15 MI
 AQ1367'(0.2 KM) TO THE MARK ON THE LEFT, A BENCH MARK DISK SET FLUSH IN THE
 AQ1367'TOP OF A STORM SEWER BASE 0.6 FT (18 CM) ABOVE THE LEVEL OF THE ROAD.
 AQ1367'
 AQ1367'LOCATED 34.4 FT (10.5 M) SOUTHEAST OF THE CENTERLINE OF DEMOTTE
 AQ1367'AVENUE, 17.4 FT (5.3 M) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 AQ1367'LANES OF SOUTH ATLANTIC AVENUE, 13.5 FT (4.1 M) SOUTHWEST OF A FIRE
 AQ1367'HYDRANT AND 3.6 FT (1.1 M) EAST OF THE CONCRETE CURB ON THE EAST SIDE
 AQ1367'OF SOUTH ATLANTIC AVENUE.
 AQ1367
 AQ1367                          STATION RECOVERY (2005)
 AQ1367
 AQ1367'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1367'RECOVERED IN GOOD CONDITION.
 AQ1367
 AQ1367                          STATION RECOVERY (2026)
 AQ1367
 AQ1367'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1367'MARK NOT FOUND.  STORM SEWER BASE HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1366 ***********************************************************************
 AQ1366  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1366  DESIGNATION -  872 1120 TIDAL 3
 AQ1366  PID         -  AQ1366
 AQ1366  STATE/COUNTY-  FL/VOLUSIA
 AQ1366  COUNTRY     -  US
 AQ1366  USGS QUAD   -  PORT ORANGE (2018)
 AQ1366
 AQ1366                         *CURRENT SURVEY CONTROL
 AQ1366  ______________________________________________________________________
 AQ1366* NAD 83(1986) POSITION- 29 09 04.93   (N) 080 58 08.54   (W)   HD_HELD1
 AQ1366* NAVD 88 ORTHO HEIGHT -     5.450 (meters)       17.88  (feet) ADJUSTED
 AQ1366  ______________________________________________________________________
 AQ1366  GEOID HEIGHT    -        -28.365 (meters)                     GEOID18
 AQ1366  DYNAMIC HEIGHT  -          5.443 (meters)       17.86  (feet) COMP
 AQ1366  MODELED GRAVITY -    979,271.6   (mgal)                       NAVD 88
 AQ1366
 AQ1366  VERT ORDER      -  FIRST     CLASS II
 AQ1366
 AQ1366.The horizontal coordinates were determined by differentially corrected
 AQ1366.hand held GPS observations or other comparable positioning techniques
 AQ1366.and have an estimated accuracy of +/- 3 meters.
 AQ1366
 AQ1366.The orthometric height was determined by differential leveling and
 AQ1366.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1366.in June 1991.
 AQ1366
 AQ1366.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1366.GEOID18 height accuracy estimate available here.
 AQ1366
 AQ1366.This Tidal Bench Mark is designated as VM 5276
 AQ1366.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1366
 AQ1366.Click photographs - Photos may exist for this station.
 AQ1366
 AQ1366.The dynamic height is computed by dividing the NAVD 88
 AQ1366.geopotential number by the normal gravity value computed on the
 AQ1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1366.degrees latitude (g = 980.6199 gals.).
 AQ1366
 AQ1366.The modeled gravity was interpolated from observed gravity values.
 AQ1366
 AQ1366;                    North         East    Units  Estimated Accuracy
 AQ1366;SPC FL E     -   533,806.8     203,012.2     MT  (+/- 3 meters HH1 GPS) 
 AQ1366
 AQ1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0301124756(NAD 83)
 AQ1366
 AQ1366                          SUPERSEDED SURVEY CONTROL
 AQ1366
 AQ1366  NGVD 29 (??/??/92)    5.818  (m)           19.09   (f) SUPERSEDED  1 2
 AQ1366  NGVD 29 (09/01/92)    5.815  (m)           19.08   (f) ADJUSTED    1 2
 AQ1366
 AQ1366.Superseded values are not recommended for survey control.
 AQ1366
 AQ1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1366.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1366
 AQ1366_MARKER: DB = BENCH MARK DISK
 AQ1366_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1366_SP_SET: STORM SEWER CATCHMENT
 AQ1366_STAMPING: NO 3 1966
 AQ1366_MARK LOGO: CGS
 AQ1366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1366+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2005
 AQ1366
 AQ1366  HISTORY     - Date     Condition        Report By
 AQ1366  HISTORY     - 1966     MONUMENTED       CGS
 AQ1366  HISTORY     - 1975     GOOD             FLHD
 AQ1366  HISTORY     - 1979     GOOD             FLDNR
 AQ1366  HISTORY     - 1990     GOOD             USPSQD
 AQ1366  HISTORY     - 19910314 GOOD             NGS
 AQ1366  HISTORY     - 20030123 GOOD             USPSQD
 AQ1366  HISTORY     - 20050119 GOOD             FLDEP
 AQ1366  HISTORY     - 20050529 GOOD             USPSQD
 AQ1366  HISTORY     - 20260219 MARK NOT FOUND   GEOCAC
 AQ1366
 AQ1366                          STATION DESCRIPTION
 AQ1366
 AQ1366'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AQ1366'1.6 MI E FROM PORT ORANGE.
 AQ1366'BENCH MARK 3 (1966) IS A STANDARD DISK, STAMPED NO 3 1966, SET
 AQ1366'IN TOP OF SOUTH SIDE OF ROUNDED CONCRETE BASE FOR A STORM
 AQ1366'SEWER ON NORTHEAST CORNER OF DUNLAWTON AND ATLANTIC AVENUES
 AQ1366'ABOUT 0.3 MILE SOUTH ALONG ATLANTIC AVENUE FROM DAYTONA BEACH
 AQ1366'SHORES CITY HALL.  IT IS 3 FEET EAST OF EAST CURB OF ATLANTIC
 AQ1366'AVENUE, 14 1/2 FEET SOUTHWEST OF SOUTHWEST CORNER OF PONCE DE
 AQ1366'LEON MOTEL, AND 12 1/2 FEET NORTH OF EXTENDED NORTH CURB OF THE
 AQ1366'BOULEVARD.
 AQ1366
 AQ1366                          STATION RECOVERY (1979)
 AQ1366
 AQ1366'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AQ1366'RECOVERED IN GOOD CONDITION.
 AQ1366
 AQ1366                          STATION RECOVERY (1990)
 AQ1366
 AQ1366'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1366'RECOVERED IN GOOD CONDITION.
 AQ1366
 AQ1366                          STATION RECOVERY (1991)
 AQ1366
 AQ1366'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1366'IN DAYTONA BEACH SHORES, AT THE INTERSECTION OF DUNLAWTON BOULEVARD
 AQ1366'AND SOUTH ATLANTIC AVENUE, IN THE SOUTH SIDE OF THE CONCRETE
 AQ1366'FOUNDATION FOR A SEWER MANHOLE COVER, 10.0 M (32.8 FT) NORTHWEST OF
 AQ1366'THE EXTENDED CENTER OF THE BOULEVARD, AND 7.0 M (23.0 FT) NORTHEAST
 AQ1366'OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 AQ1366'AVENUE.
 AQ1366
 AQ1366                          STATION RECOVERY (2003)
 AQ1366
 AQ1366'RECOVERY NOTE BY US POWER SQUADRON 2003 (BJB)
 AQ1366'RECOVERED IN GOOD CONDITION.
 AQ1366
 AQ1366                          STATION RECOVERY (2005)
 AQ1366
 AQ1366'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AQ1366'THE STATION IS LOCATED ABOUT 9.0 MI (14.5 KM) NORTH-NORTHWEST OF NEW
 AQ1366'SMYRNA BEACH, 5.2 MI (8.4 KM) SOUTHEAST OF DAYTONA BEACH AND ABOUT 2.1
 AQ1366'MI (3.4 KM) NORTHEAST OF PORT ORANGE, IN SECTION 35, TOWNSHIP 15
 AQ1366'SOUTH, RANGE 33 EAST.
 AQ1366'
 AQ1366'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (DUNLAWTON
 AQ1366'BOULEVARD) AND U.S. HIGHWAY 1 (RIDGEWOOD AVENUE) IN PORT ORANGE, GO
 AQ1366'EAST ON STATE ROAD A1A (DUNLAWTON BOULEVARD) FOR 1.3 MI (2.1 KM) TO
 AQ1366'THE JUNCTION OF STATE ROAD A1A (SOUTH ATLANTIC AVENUE) AND THE MARK IN
 AQ1366'THE NORTHEAST CORNER OF THE INTERSECTION, A BENCH MARK DISK SET FLUSH
 AQ1366'IN THE TOP OF A CONCRETE STORM SEWER BASE 0.6 FT (18 CM) ABOVE THE
 AQ1366'LEVEL OF THE ROAD.
 AQ1366'
 AQ1366'THE MARK IS LOCATED 32.8 FT (10.0 M) NORTHWEST OF THE EXTENDED
 AQ1366'CENTERLINE OF DUNLAWTON BOULEVARD, 23.0 FT (7.0 M) NORTHEAST OF THE
 AQ1366'CENTERLINE OF THE NORTHBOUND LANES OF SOUTH ATLANTIC AVENUE AND 3.0 FT
 AQ1366'(0.9 M) EAST OF THE CONCRETE CURB ON THE EAST SIDE OF SOUTH ATLANTIC
 AQ1366'AVENUE.
 AQ1366'
 AQ1366'NOTE - A VISIT TO THIS SITE ON AUGUST 6, 2005 REVEALED NEW
 AQ1366'CONSTRUCTION OF THE SIDEWALK AND STORM SEWER BASE, THE MARK IS ASSUMED
 AQ1366'DESTROYED DUE TO THIS DEVELOPMENT.
 AQ1366
 AQ1366                          STATION RECOVERY (2005)
 AQ1366
 AQ1366'RECOVERY NOTE BY US POWER SQUADRON 2005 (BJB)
 AQ1366'RECOVERED IN GOOD CONDITION.
 AQ1366
 AQ1366                          STATION RECOVERY (2026)
 AQ1366
 AQ1366'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1366'MARK NOT FOUND.  STORM SEWER BASE HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1373 ***********************************************************************
 AQ1373  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1373  DESIGNATION -  872 1120 TIDAL 4
 AQ1373  PID         -  AQ1373
 AQ1373  STATE/COUNTY-  FL/VOLUSIA
 AQ1373  COUNTRY     -  US
 AQ1373  USGS QUAD   -  PORT ORANGE (2018)
 AQ1373
 AQ1373                         *CURRENT SURVEY CONTROL
 AQ1373  ______________________________________________________________________
 AQ1373* NAD 83(1986) POSITION- 29 08 45.5    (N) 080 57 58.5    (W)   HD_HELD2
 AQ1373* NAVD 88 ORTHO HEIGHT -     5.944 (meters)       19.50  (feet) ADJUSTED
 AQ1373  ______________________________________________________________________
 AQ1373  GEOID HEIGHT    -        -28.362 (meters)                     GEOID18
 AQ1373  DYNAMIC HEIGHT  -          5.936 (meters)       19.48  (feet) COMP
 AQ1373  MODELED GRAVITY -    979,271.0   (mgal)                       NAVD 88
 AQ1373
 AQ1373  VERT ORDER      -  FIRST     CLASS II
 AQ1373
 AQ1373.The horizontal coordinates were established by autonomous hand held GPS
 AQ1373.observations and have an estimated accuracy of +/- 10 meters.
 AQ1373
 AQ1373.The orthometric height was determined by differential leveling and
 AQ1373.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1373.in May 1994.
 AQ1373
 AQ1373.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1373.GEOID18 height accuracy estimate available here.
 AQ1373
 AQ1373.This Tidal Bench Mark is designated as VM 5277
 AQ1373.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1373
 AQ1373.Click photographs - Photos may exist for this station.
 AQ1373
 AQ1373.The dynamic height is computed by dividing the NAVD 88
 AQ1373.geopotential number by the normal gravity value computed on the
 AQ1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1373.degrees latitude (g = 980.6199 gals.).
 AQ1373
 AQ1373.The modeled gravity was interpolated from observed gravity values.
 AQ1373
 AQ1373;                    North         East    Units  Estimated Accuracy
 AQ1373;SPC FL E     -   533,209.      203,284.      MT  (+/- 10 meters HH2 GPS)
 AQ1373
 AQ1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0328224158(NAD 83)
 AQ1373
 AQ1373                          SUPERSEDED SURVEY CONTROL
 AQ1373
 AQ1373  NAVD 88 (06/15/91)    5.941  (m)           19.49   (f) SUPERSEDED  1 2
 AQ1373  NGVD 29 (??/??/92)    6.310  (m)           20.70   (f) SUPERSEDED  1 2
 AQ1373  NGVD 29 (09/01/92)    6.310  (m)           20.70   (f) ADJUSTED    1 2
 AQ1373
 AQ1373.Superseded values are not recommended for survey control.
 AQ1373
 AQ1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1373.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1373
 AQ1373_MARKER: DB = BENCH MARK DISK
 AQ1373_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1373_SP_SET: STORM SEWER CATCHMENT
 AQ1373_STAMPING: NO 4 1970
 AQ1373_MARK LOGO: CGS
 AQ1373_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1373+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2005
 AQ1373
 AQ1373  HISTORY     - Date     Condition        Report By
 AQ1373  HISTORY     - 1970     MONUMENTED       NOS
 AQ1373  HISTORY     - 1978     GOOD             FLDT
 AQ1373  HISTORY     - 1979     GOOD             FLDNR
 AQ1373  HISTORY     - 1990     GOOD             USPSQD
 AQ1373  HISTORY     - 19910314 GOOD             NGS
 AQ1373  HISTORY     - 20050119 GOOD             FLDEP
 AQ1373  HISTORY     - 20060112 MARK NOT FOUND   USPSQD
 AQ1373  HISTORY     - 20260219 MARK NOT FOUND   GEOCAC
 AQ1373
 AQ1373                          STATION DESCRIPTION
 AQ1373
 AQ1373'DESCRIBED BY NATIONAL OCEAN SERVICE 1970
 AQ1373'1.5 MI SOUTH FROM DAYTONA BEACH SHORES.  ABOUT 1.5 MILES SOUTH ALONG
 AQ1373'STATE HIGHWAY A 1 A AND SOUTH ATLANTIC AVENUE FROM THE CITY HALL
 AQ1373'BUILDING AT DAYTONA BEACH SHORES, NEAR THE MAIN ENTRANCE TO THE
 AQ1373'SUNGLOW FISHING PIER, SET IN THE TOP OF THE SOUTH SIDE OF A STORM
 AQ1373'SEWER, 2.9 FEET EAST OF THE EAST CURB OF SOUTH ATLANTIC AVENUE, 16
 AQ1373'FEET NORTHWEST OF A METAL POST THAT SUPPORTS A SIGN WHICH READS
 AQ1373'SUNGLOW FISHING PIER, 300 FEET WEST OF THE WEST END OF THE FISHING
 AQ1373'PIER, 11 FEET SOUTH OF A POWER POLE, AND ABOUT LEVEL WITH THE AVENUE.
 AQ1373'SECTION 2, T16S, R33E.
 AQ1373
 AQ1373                          STATION RECOVERY (1978)
 AQ1373
 AQ1373'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1373'RECOVERED IN GOOD CONDITION.
 AQ1373
 AQ1373                          STATION RECOVERY (1979)
 AQ1373
 AQ1373'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AQ1373'RECOVERED IN GOOD CONDITION.
 AQ1373
 AQ1373                          STATION RECOVERY (1990)
 AQ1373
 AQ1373'RECOVERY NOTE BY US POWER SQUADRON 1990 (JD)
 AQ1373'RECOVERED IN GOOD CONDITION.
 AQ1373
 AQ1373                          STATION RECOVERY (1991)
 AQ1373
 AQ1373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ1373'IN DAYTONA BEACH SHORES, AT THE INTERSECTION OF SOUTH ATLANTIC AND
 AQ1373'PHILLIS AVENUES, IN THE NORTH SIDE OF THE CONCRETE FOUNDATION FOR A
 AQ1373'SEWER MANHOLE COVER, 8.6 M (28.2 FT) NORTHWEST OF THE CENTER OF THE
 AQ1373'ENTRANCE TO THE SUNGLOW FISHING PIER, 7.8 M (25.6 FT) SOUTHEAST OF
 AQ1373'THE CENTER OF PHILLIS AVENUE, AND 5.2 M (17.1 FT) NORTHEAST OF THE
 AQ1373'CENTERLINE OF THE NORTHBOUND LANES OF SOUTH ATLANTIC AVENUE.
 AQ1373
 AQ1373                          STATION RECOVERY (2005)
 AQ1373
 AQ1373'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AQ1373'THE MARK IS SOUTH OF DAYTONA BEACH SHORES, IN SECTION 2, TOWNSHIP 16
 AQ1373'SOUTH, RANGE 33 EAST.
 AQ1373'
 AQ1373'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD A1A (DUNLAWTON
 AQ1373'BOULEVARD) AND U.S. HIGHWAY 1 (RIDGEWOOD AVENUE) IN PORT ORANGE, GO
 AQ1373'EAST ON STATE ROAD A1A (DUNLAWTON BOULEVARD) FOR 1.3 MI (2.1 KM) TO
 AQ1373'THE JUNCTION OF STATE ROAD A1A (SOUTH ATLANTIC AVENUE).  TURN RIGHT ON
 AQ1373'SOUTH ATLANTIC AVENUE AND GO SOUTHEAST FOR 0.4 MI (0.6 KM) TO THE
 AQ1373'ENTRANCE TO THE SUNGLOW FISHING PIER ON THE LEFT AND THE MARK, A BENCH
 AQ1373'MARK DISK SET FLUSH IN THE TOP OF A STORM SEWER BASE 0.6 FT (18 CM)
 AQ1373'ABOVE THE LEVEL OF THE ROAD.
 AQ1373'
 AQ1373'LOCATED 28.2 FT (8.6 M) NORTHWEST OF THE CENTERLINE OF THE ENTRANCE
 AQ1373'DRIVE TO THE PIER, 25.6 FT (7.8 M) SOUTHEAST OF THE CENTERLINE OF
 AQ1373'PHILLIS AVENUE AND 17.1 FT (5.2 M) NORTHEAST OF THE CENTERLINE OF THE
 AQ1373'NORTHBOUND LANES OF SOUTH ATLANTIC AVENUE.
 AQ1373
 AQ1373                          STATION RECOVERY (2006)
 AQ1373
 AQ1373'RECOVERY NOTE BY US POWER SQUADRON 2006 (CTA)
 AQ1373'MARK MAY BE THERE UNDER A LARGE GARBAGE DUMPSTER CONTAINER THAT COVERS
 AQ1373'ALL BUT THE EAST PART OF THE FOUNDATION FOR THE DRAIN. IF IT IS THERE,
 AQ1373'IT IS PROBABLY DEFACED FROM THE RASING AND DROPPING OF THE CONTAINER.
 AQ1373
 AQ1373                          STATION RECOVERY (2026)
 AQ1373
 AQ1373'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1373'MARK NOT FOUND.  STORM SEWER BASE HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2614 ***********************************************************************
 AQ2614  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2614  DESIGNATION -  872 1136 A TIDAL
 AQ2614  PID         -  AQ2614
 AQ2614  STATE/COUNTY-  FL/VOLUSIA
 AQ2614  COUNTRY     -  US
 AQ2614  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ2614
 AQ2614                         *CURRENT SURVEY CONTROL
 AQ2614  ______________________________________________________________________
 AQ2614* NAD 83(1986) POSITION- 29 04 59.     (N) 080 57 57.     (W)   SCALED
 AQ2614* NAVD 88 ORTHO HEIGHT -     1.084 (meters)        3.56  (feet) ADJUSTED
 AQ2614  ______________________________________________________________________
 AQ2614  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 AQ2614  DYNAMIC HEIGHT  -          1.082 (meters)        3.55  (feet) COMP
 AQ2614  MODELED GRAVITY -    979,260.6   (mgal)                       NAVD 88
 AQ2614
 AQ2614  VERT ORDER      -  FIRST     CLASS II
 AQ2614
 AQ2614.The horizontal coordinates were scaled from a map and have
 AQ2614.an estimated accuracy of +/- 6 seconds.
 AQ2614
 AQ2614.The orthometric height was determined by differential leveling and
 AQ2614.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2614.in May 1994.
 AQ2614
 AQ2614.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2614.GEOID18 height accuracy estimate available here.
 AQ2614
 AQ2614.This Tidal Bench Mark is designated as VM 5285
 AQ2614.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2614
 AQ2614.Click photographs - Photos may exist for this station.
 AQ2614
 AQ2614.The dynamic height is computed by dividing the NAVD 88
 AQ2614.geopotential number by the normal gravity value computed on the
 AQ2614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2614.degrees latitude (g = 980.6199 gals.).
 AQ2614
 AQ2614.The modeled gravity was interpolated from observed gravity values.
 AQ2614
 AQ2614;                    North         East    Units  Estimated Accuracy
 AQ2614;SPC FL E     -   526,240.      203,330.      MT  (+/- 180 meters Scaled)
 AQ2614
 AQ2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN033171(NAD 83)
 AQ2614
 AQ2614                          SUPERSEDED SURVEY CONTROL
 AQ2614
 AQ2614  NAVD 88 (??/??/92)    1.086  (m)            3.56   (f) POSTED      3  
 AQ2614  NGVD 29 (09/01/92)    1.452  (m)            4.76   (f) ADJUSTED    1 2
 AQ2614
 AQ2614.Superseded values are not recommended for survey control.
 AQ2614
 AQ2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2614.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2614
 AQ2614_MARKER: DD = SURVEY DISK
 AQ2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2614_STAMPING: 1136 A 1978 C.L.B.
 AQ2614_MARK LOGO: FLDNR
 AQ2614_PROJECTION: RECESSED 3 CENTIMETERS
 AQ2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2614+STABILITY: SURFACE MOTION
 AQ2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ2614+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 AQ2614
 AQ2614  HISTORY     - Date     Condition        Report By
 AQ2614  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ2614  HISTORY     - 1985     GOOD             FLDNR
 AQ2614  HISTORY     - 19910312 GOOD             NGS
 AQ2614  HISTORY     - 20251117 MARK NOT FOUND   GEOCAC
 AQ2614
 AQ2614                          STATION DESCRIPTION
 AQ2614
 AQ2614'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2614'2.45 MI NW FROM NEW SMYRNA BEACH.
 AQ2614'BEGIN AT THE ENTRANCE ROAD TO THE NEW SMYRNA BEACH MUNICIPAL AIRPORT,
 AQ2614'GO 2.45 MILES NORTHERLY ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK
 AQ2614'BEARS 30.8 FEET NORTHEAST OF THE CENTERLINE OF U.S. 1 NORTHBOUND,
 AQ2614'7.5 FEET SOUTHEAST OF POWER POLE 11921, 540 FEET SOUTHEAST OF THE
 AQ2614'EAST CORNER OF THE SOUTHERNMOST BRIDGE OF THREE BRIDGES OVER SPRUCE
 AQ2614'CREEK, 630 FEET NORTHWEST OF TIDAL MARK 1136 B 1978 CLB, AND 1.3 FEET
 AQ2614'SOUTHWEST OF A WITNESS POST.
 AQ2614
 AQ2614                          STATION RECOVERY (1991)
 AQ2614
 AQ2614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ2614'7.9 KM (4.9 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AQ2614'OF STATE HIGHWAY 44 BUSINESS (CANAL STREET) IN NEW SMYRNA BEACH, 9.3
 AQ2614'M (30.5 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AQ2614'THE HIGHWAY, 2.0 M (6.6 FT) SOUTHEAST OF A UTILITY POLE WITH 2 GUY
 AQ2614'CABLES, 0.4 M (1.3 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW
 AQ2614'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AQ2614'SURFACE.
 AQ2614
 AQ2614                          STATION RECOVERY (2025)
 AQ2614
 AQ2614'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AQ2614'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2613 ***********************************************************************
 AQ2613  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2613  DESIGNATION -  872 1136 B
 AQ2613  PID         -  AQ2613
 AQ2613  STATE/COUNTY-  FL/VOLUSIA
 AQ2613  COUNTRY     -  US
 AQ2613  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ2613
 AQ2613                         *CURRENT SURVEY CONTROL
 AQ2613  ______________________________________________________________________
 AQ2613* NAD 83(1986) POSITION- 29 04 56.32   (N) 080 57 49.04   (W)   HD_HELD1
 AQ2613* NAVD 88 ORTHO HEIGHT -     1.175 (meters)        3.86  (feet) ADJUSTED
 AQ2613  ______________________________________________________________________
 AQ2613  GEOID HEIGHT    -        -28.299 (meters)                     GEOID18
 AQ2613  DYNAMIC HEIGHT  -          1.173 (meters)        3.85  (feet) COMP
 AQ2613  MODELED GRAVITY -    979,260.7   (mgal)                       NAVD 88
 AQ2613
 AQ2613  VERT ORDER      -  FIRST     CLASS II
 AQ2613
 AQ2613.The horizontal coordinates were determined by differentially corrected
 AQ2613.hand held GPS observations or other comparable positioning techniques
 AQ2613.and have an estimated accuracy of +/- 3 meters.
 AQ2613
 AQ2613.The orthometric height was determined by differential leveling and
 AQ2613.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2613.in February 2023.
 AQ2613
 AQ2613.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2613.GEOID18 height accuracy estimate available here.
 AQ2613
 AQ2613.This Tidal Bench Mark is designated as VM 5286
 AQ2613.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2613
 AQ2613.Click photographs - Photos may exist for this station.
 AQ2613
 AQ2613.The dynamic height is computed by dividing the NAVD 88
 AQ2613.geopotential number by the normal gravity value computed on the
 AQ2613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2613.degrees latitude (g = 980.6199 gals.).
 AQ2613
 AQ2613.The modeled gravity was interpolated from observed gravity values.
 AQ2613
 AQ2613;                    North         East    Units  Estimated Accuracy
 AQ2613;SPC FL E     -   526,153.1     203,541.6     MT  (+/- 3 meters HH1 GPS) 
 AQ2613
 AQ2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0354017105(NAD 83)
 AQ2613
 AQ2613                          SUPERSEDED SURVEY CONTROL
 AQ2613
 AQ2613  NAVD 88 (12/07/10)    1.181  (m)            3.87   (f) SUPERSEDED  2 1
 AQ2613  NAVD 88 (??/??/92)    1.180  (m)            3.87   (f) SUPERSEDED  3 0
 AQ2613  NGVD 29 (09/01/92)    1.548  (m)            5.08   (f) ADJUSTED    1 2
 AQ2613
 AQ2613.Superseded values are not recommended for survey control.
 AQ2613
 AQ2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2613.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2613
 AQ2613_MARKER: DD = SURVEY DISK
 AQ2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2613_STAMPING: 1136 B 1978 C.L.B.
 AQ2613_MARK LOGO: FLDNR
 AQ2613_PROJECTION: RECESSED 10 CENTIMETERS
 AQ2613_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2613+STABILITY: SURFACE MOTION
 AQ2613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2613+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 AQ2613
 AQ2613  HISTORY     - Date     Condition        Report By
 AQ2613  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ2613  HISTORY     - 1985     GOOD             FLDNR
 AQ2613  HISTORY     - 19910312 GOOD             NGS
 AQ2613  HISTORY     - 20041219 GOOD             FLDEP
 AQ2613  HISTORY     - 20090217 MARK NOT FOUND   FLDEP
 AQ2613  HISTORY     - 20150303 GOOD             GEOCAC
 AQ2613  HISTORY     - 20220907 GOOD             FLDEP
 AQ2613  HISTORY     - 20251117 GOOD             GEOCAC
 AQ2613
 AQ2613                          STATION DESCRIPTION
 AQ2613
 AQ2613'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2613'2.35 MI NW FROM NEW SMYRNA BEACH.
 AQ2613'BEGIN AT THE ENTRANCE ROAD TO THE NEW SMYRNA BEACH MUNICIPAL AIRPORT,
 AQ2613'GO 2.35 MILES NORTHERLY ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK
 AQ2613'BEARS 29.5 FEET NORTHEAST OF THE CENTERLINE OF U.S. 1 NORTHBOUND, 5
 AQ2613'FEET SOUTHEAST OF POWER POLE 11917, 525 FEET NORTHWEST OF TIDAL MARK
 AQ2613'1136 C 1978 CLB, 0.2 MILE SOUTHEAST OF THE SOUTHERNMOST BRIDGE OF
 AQ2613'THREE BRIDGES OVER SPRUCE CREEK, 1.8 FEET SOUTHWEST OF A WITNESS
 AQ2613'POST, AND 630 FEET SOUTHEAST OF TIDAL MARK 1136 A 1978 CLB.
 AQ2613
 AQ2613                          STATION RECOVERY (1991)
 AQ2613
 AQ2613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ2613'7.7 KM (4.8 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AQ2613'OF STATE HIGHWAY 44 BUSINESS (CANAL STREET) IN NEW SMYRNA BEACH, 11.5
 AQ2613'M (37.7 FT) SOUTHWEST OF THE SOUTHWEST LEG OF A BILLBOARD, 9.1 M
 AQ2613'(29.9 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 AQ2613'HIGHWAY, 1.6 M (5.2 FT) SOUTHEAST OF A UTILITY POLE, 0.6 M (2.0 FT)
 AQ2613'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS
 AQ2613'POST, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AQ2613'SURFACE.
 AQ2613
 AQ2613                          STATION RECOVERY (2004)
 AQ2613
 AQ2613'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JRH)
 AQ2613'RECOVERED AS DESCRIBED.
 AQ2613
 AQ2613                          STATION RECOVERY (2009)
 AQ2613
 AQ2613'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AQ2613'NOT RECOVERED.  INSUFFICIENT REFERENCE OBJECTS EXIST TO LOCATE THE
 AQ2613'MARK.
 AQ2613
 AQ2613                          STATION RECOVERY (2015)
 AQ2613
 AQ2613'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AQ2613'RECOVERED IN GOOD CONDITION.
 AQ2613
 AQ2613                          STATION RECOVERY (2022)
 AQ2613
 AQ2613'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 AQ2613'RECOVERED AS DESCRIBED.
 AQ2613
 AQ2613                          STATION RECOVERY (2025)
 AQ2613
 AQ2613'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AQ2613'MARK IS 4.9 FT (1.5 M) SOUTHEAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2612 ***********************************************************************
 AQ2612  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2612  DESIGNATION -  872 1136 C
 AQ2612  PID         -  AQ2612
 AQ2612  STATE/COUNTY-  FL/VOLUSIA
 AQ2612  COUNTRY     -  US
 AQ2612  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ2612
 AQ2612                         *CURRENT SURVEY CONTROL
 AQ2612  ______________________________________________________________________
 AQ2612* NAD 83(1986) POSITION- 29 04 54.53   (N) 080 57 43.76   (W)   HD_HELD1
 AQ2612* NAVD 88 ORTHO HEIGHT -     1.749 (meters)        5.74  (feet) ADJUSTED
 AQ2612  ______________________________________________________________________
 AQ2612  GEOID HEIGHT    -        -28.299 (meters)                     GEOID18
 AQ2612  DYNAMIC HEIGHT  -          1.746 (meters)        5.73  (feet) COMP
 AQ2612  MODELED GRAVITY -    979,260.8   (mgal)                       NAVD 88
 AQ2612
 AQ2612  VERT ORDER      -  FIRST     CLASS II
 AQ2612
 AQ2612.The horizontal coordinates were determined by differentially corrected
 AQ2612.hand held GPS observations or other comparable positioning techniques
 AQ2612.and have an estimated accuracy of +/- 3 meters.
 AQ2612
 AQ2612.The orthometric height was determined by differential leveling and
 AQ2612.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2612.in February 2023.
 AQ2612
 AQ2612.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2612.GEOID18 height accuracy estimate available here.
 AQ2612
 AQ2612.This Tidal Bench Mark is designated as VM 5287
 AQ2612.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2612
 AQ2612.Click photographs - Photos may exist for this station.
 AQ2612
 AQ2612.The dynamic height is computed by dividing the NAVD 88
 AQ2612.geopotential number by the normal gravity value computed on the
 AQ2612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2612.degrees latitude (g = 980.6199 gals.).
 AQ2612
 AQ2612.The modeled gravity was interpolated from observed gravity values.
 AQ2612
 AQ2612;                    North         East    Units  Estimated Accuracy
 AQ2612;SPC FL E     -   526,098.1     203,684.4     MT  (+/- 3 meters HH1 GPS) 
 AQ2612
 AQ2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0368317050(NAD 83)
 AQ2612
 AQ2612                          SUPERSEDED SURVEY CONTROL
 AQ2612
 AQ2612  NAVD 88 (12/07/10)    1.750  (m)            5.74   (f) SUPERSEDED  2 1
 AQ2612  NAVD 88 (??/??/92)    1.748  (m)            5.73   (f) SUPERSEDED  3 0
 AQ2612  NGVD 29 (09/01/92)    2.116  (m)            6.94   (f) ADJUSTED    1 2
 AQ2612
 AQ2612.Superseded values are not recommended for survey control.
 AQ2612
 AQ2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2612.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2612
 AQ2612_MARKER: DD = SURVEY DISK
 AQ2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AQ2612_STAMPING: 1136 C 1978 C.L.B.
 AQ2612_MARK LOGO: FLDNR
 AQ2612_PROJECTION: RECESSED 5 CENTIMETERS
 AQ2612_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2612+STABILITY: SURFACE MOTION
 AQ2612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2612+SATELLITE: SATELLITE OBSERVATIONS - November 10, 2023
 AQ2612
 AQ2612  HISTORY     - Date     Condition        Report By
 AQ2612  HISTORY     - 1978     MONUMENTED       FLDNR
 AQ2612  HISTORY     - 1985     GOOD             FLDNR
 AQ2612  HISTORY     - 19910312 GOOD             NGS
 AQ2612  HISTORY     - 20041219 GOOD             FLDEP
 AQ2612  HISTORY     - 20090217 MARK NOT FOUND   FLDEP
 AQ2612  HISTORY     - 20150303 GOOD             GEOCAC
 AQ2612  HISTORY     - 20220907 GOOD             FLDEP
 AQ2612  HISTORY     - 20231110 GOOD             GEOCAC
 AQ2612
 AQ2612                          STATION DESCRIPTION
 AQ2612
 AQ2612'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2612'2.25 MI NW FROM NEW SMYRNA BEACH.
 AQ2612'THE MARK IS 2 FT BELOW HIGHWAY.
 AQ2612'BEGIN AT THE ENTRANCE ROAD TO THE NEW SMYRNA BEACH MUNICIPAL AIRPORT,
 AQ2612'GO 2.25 MILES NORTHERLY ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK
 AQ2612'BEARS 35.5 FEET NORTHEAST OF THE CENTERLINE OF U.S. 1 NORTHBOUND,
 AQ2612'3.6 FEET NORTHEAST OF POWER POLE 11914, 0.3 MILE SOUTHEAST OF THE
 AQ2612'SOUTHERNMOST BRIDGE OF THREE BRIDGES OVER SPRUCE CREEK, 1.5 FEET
 AQ2612'SOUTHWEST OF A WITNESS POST, AND 525 FEET SOUTHEAST OF TIDAL MARK
 AQ2612'1136 B 1978 CLB.
 AQ2612
 AQ2612                          STATION RECOVERY (1991)
 AQ2612
 AQ2612'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ2612'7.6 KM (4.7 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AQ2612'OF STATE HIGHWAY 44 BUSINESS (CANAL STREET) IN NEW SMYRNA BEACH, 9.3
 AQ2612'M (30.5 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANES OF
 AQ2612'THE HIGHWAY, 1.7 M (5.6 FT) WEST OF A UTILITY POLE, 0.6 M (2.0 FT)
 AQ2612'BELOW THE LEVEL OF THE HIGHWAY, 0.5 M (1.6 FT) SOUTHWEST OF A WITNESS
 AQ2612'POST, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AQ2612
 AQ2612                          STATION RECOVERY (2004)
 AQ2612
 AQ2612'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JRH)
 AQ2612'RECOVERED AS DESCRIBED.
 AQ2612
 AQ2612                          STATION RECOVERY (2009)
 AQ2612
 AQ2612'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AQ2612'NOT RECOVERED.  INSUFFICIENT REFERENCE OBJECTS EXIST TO LOCATE THE
 AQ2612'MARK.
 AQ2612
 AQ2612                          STATION RECOVERY (2015)
 AQ2612
 AQ2612'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AQ2612'RECOVERED IN GOOD CONDITION.
 AQ2612
 AQ2612                          STATION RECOVERY (2022)
 AQ2612
 AQ2612'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 AQ2612'RECOVERED AS DESCRIBED.
 AQ2612
 AQ2612                          STATION RECOVERY (2023)
 AQ2612
 AQ2612'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AQ2612'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2615 ***********************************************************************
 AQ2615  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2615  DESIGNATION -  872 1136 D TIDAL
 AQ2615  PID         -  AQ2615
 AQ2615  STATE/COUNTY-  FL/VOLUSIA
 AQ2615  COUNTRY     -  US
 AQ2615  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ2615
 AQ2615                         *CURRENT SURVEY CONTROL
 AQ2615  ______________________________________________________________________
 AQ2615* NAD 83(1986) POSITION- 29 05 01.     (N) 080 58 01.     (W)   SCALED
 AQ2615* NAVD 88 ORTHO HEIGHT -     1.861 (meters)        6.11  (feet) POSTED
 AQ2615  ______________________________________________________________________
 AQ2615  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 AQ2615  DYNAMIC HEIGHT  -          1.86  (meters)        6.1   (feet) COMP
 AQ2615  MODELED GRAVITY -    979,260.5   (mgal)                       NAVD 88
 AQ2615
 AQ2615  VERT ORDER      -  * POSTED, SEE BELOW
 AQ2615
 AQ2615.The horizontal coordinates were scaled from a map and have
 AQ2615.an estimated accuracy of +/- 6 seconds.
 AQ2615
 AQ2615.The orthometric height was determined by differential leveling
 AQ2615.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AQ2615
 AQ2615.* This is a POSTED BENCH MARK height.
 AQ2615
 AQ2615.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2615.GEOID18 height accuracy estimate available here.
 AQ2615
 AQ2615.This Tidal Bench Mark is designated as VM 5288
 AQ2615.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2615
 AQ2615.Click photographs - Photos may exist for this station.
 AQ2615
 AQ2615.The dynamic height is computed by dividing the NAVD 88
 AQ2615.geopotential number by the normal gravity value computed on the
 AQ2615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2615.degrees latitude (g = 980.6199 gals.).
 AQ2615
 AQ2615.The modeled gravity was interpolated from observed gravity values.
 AQ2615
 AQ2615;                    North         East    Units  Estimated Accuracy
 AQ2615;SPC FL E     -   526,300.      203,220.      MT  (+/- 180 meters Scaled)
 AQ2615
 AQ2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN032172(NAD 83)
 AQ2615
 AQ2615                          SUPERSEDED SURVEY CONTROL
 AQ2615
 AQ2615  NGVD 29 (09/01/92)    2.228  (m)            7.31   (f) ADJUSTED    1 2
 AQ2615
 AQ2615.Superseded values are not recommended for survey control.
 AQ2615
 AQ2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2615.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2615
 AQ2615_MARKER: DD = SURVEY DISK
 AQ2615_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AQ2615_SP_SET: ABUTMENT
 AQ2615_STAMPING: 1136 D 1978
 AQ2615_MARK LOGO: FLDT
 AQ2615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ2615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2615+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1991
 AQ2615
 AQ2615  HISTORY     - Date     Condition        Report By
 AQ2615  HISTORY     - 1978     MONUMENTED       FLDT
 AQ2615  HISTORY     - 1985     GOOD             FLDNR
 AQ2615  HISTORY     - 19910313 GOOD             NGS
 AQ2615  HISTORY     - 20251117 MARK NOT FOUND   GEOCAC
 AQ2615
 AQ2615                          STATION DESCRIPTION
 AQ2615
 AQ2615'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2615'2.55 MI NW FROM NEW SMYRNA BEACH.
 AQ2615'THE MARK IS 1 FT ABOVE HIGHWAY.
 AQ2615'BEGIN AT THE ENTRANCE ROAD TO THE NEW SMYRNA BEACH MUNICIPAL AIRPORT,
 AQ2615'GO 2.55 MILES NORTHERLY ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS
 AQ2615'SET AT THE SOUTHEAST ABUTMENT OF THE SOUTHERNMOST BRIDGE OF THREE
 AQ2615'BRIDGES OVER SPRUCE CREEK, 19 FEET NORTHEAST OF THE CENTERLINE OF
 AQ2615'U.S. 1 NORTHBOUND.
 AQ2615
 AQ2615                          STATION RECOVERY (1991)
 AQ2615
 AQ2615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ2615'8.0 KM (5.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AQ2615'OF STATE HIGHWAY 44 BUSINESS (CANAL STREET) IN NEW SMYRNA BEACH, IN
 AQ2615'TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 AQ2615'SOUTHEAST CONCRETE ABUTMENT OF THE NORTHBOUND HIGHWAY BRIDGE SPANNING
 AQ2615'SPRUCE CREEK, AND 5.8 M (19.0 FT) NORTHEAST OF AND LEVEL WITH THE
 AQ2615'CENTERLINE OF THE NORTHBOUND LANES OF THE HIGHWAY.
 AQ2615
 AQ2615                          STATION RECOVERY (2025)
 AQ2615
 AQ2615'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AQ2615'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2616 ***********************************************************************
 AQ2616  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2616  DESIGNATION -  872 1136 E TIDAL
 AQ2616  PID         -  AQ2616
 AQ2616  STATE/COUNTY-  FL/VOLUSIA
 AQ2616  COUNTRY     -  US
 AQ2616  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ2616
 AQ2616                         *CURRENT SURVEY CONTROL
 AQ2616  ______________________________________________________________________
 AQ2616* NAD 83(1986) POSITION- 29 05 01.     (N) 080 58 01.     (W)   SCALED
 AQ2616* NAVD 88 ORTHO HEIGHT -     1.842 (meters)        6.04  (feet) POSTED
 AQ2616  ______________________________________________________________________
 AQ2616  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 AQ2616  DYNAMIC HEIGHT  -          1.84  (meters)        6.0   (feet) COMP
 AQ2616  MODELED GRAVITY -    979,260.5   (mgal)                       NAVD 88
 AQ2616
 AQ2616  VERT ORDER      -  * POSTED, SEE BELOW
 AQ2616
 AQ2616.The horizontal coordinates were scaled from a map and have
 AQ2616.an estimated accuracy of +/- 6 seconds.
 AQ2616
 AQ2616.The orthometric height was determined by differential leveling
 AQ2616.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AQ2616
 AQ2616.* This is a POSTED BENCH MARK height.
 AQ2616
 AQ2616.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2616.GEOID18 height accuracy estimate available here.
 AQ2616
 AQ2616.This Tidal Bench Mark is designated as VM 5289
 AQ2616.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2616
 AQ2616.Click photographs - Photos may exist for this station.
 AQ2616
 AQ2616.The dynamic height is computed by dividing the NAVD 88
 AQ2616.geopotential number by the normal gravity value computed on the
 AQ2616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2616.degrees latitude (g = 980.6199 gals.).
 AQ2616
 AQ2616.The modeled gravity was interpolated from observed gravity values.
 AQ2616
 AQ2616;                    North         East    Units  Estimated Accuracy
 AQ2616;SPC FL E     -   526,300.      203,220.      MT  (+/- 180 meters Scaled)
 AQ2616
 AQ2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN032172(NAD 83)
 AQ2616
 AQ2616                          SUPERSEDED SURVEY CONTROL
 AQ2616
 AQ2616  NGVD 29 (09/01/92)    2.209  (m)            7.25   (f) ADJUSTED    2 1
 AQ2616
 AQ2616.Superseded values are not recommended for survey control.
 AQ2616
 AQ2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2616.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2616
 AQ2616_MARKER: DD = SURVEY DISK
 AQ2616_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AQ2616_SP_SET: BRIDGE ABUTMENT WINGWALL
 AQ2616_STAMPING: 1136 E 1978
 AQ2616_MARK LOGO: FLDT
 AQ2616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ2616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2616+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2008
 AQ2616
 AQ2616  HISTORY     - Date     Condition        Report By
 AQ2616  HISTORY     - 1978     MONUMENTED       FLDT
 AQ2616  HISTORY     - 1985     GOOD             FLDNR
 AQ2616  HISTORY     - 1987     GOOD             FLDNR
 AQ2616  HISTORY     - 20080319 GOOD             GEOCAC
 AQ2616  HISTORY     - 20251117 MARK NOT FOUND   GEOCAC
 AQ2616
 AQ2616                          STATION DESCRIPTION
 AQ2616
 AQ2616'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2616'2.55 MI NW FROM NEW SMYRNA BEACH.
 AQ2616'BEGIN AT THE ENTRANCE ROAD TO THE NEW SMYRNA BEACH MUNICIPAL AIRPORT,
 AQ2616'GO 2.55 MILES NORTHERLY ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS
 AQ2616'SET AT THE SOUTHEAST ABUTMENT OF THE SOUTHERNMOST BRIDGE OF THREE
 AQ2616'BRIDGES OVER SPRUCE CREEK, 18.2 FEET NORTHEAST OF THE CENTERLINE OF
 AQ2616'U.S. 1 SOUTHBOUND, AND 0.5 FOOT SOUTHEAST OF A WITNESS POST.
 AQ2616'THE MARK IS 1 FT ABOVE HIGHWAY.
 AQ2616
 AQ2616                          STATION RECOVERY (1987)
 AQ2616
 AQ2616'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AQ2616'RECOVERED IN GOOD CONDITION.
 AQ2616
 AQ2616                          STATION RECOVERY (2008)
 AQ2616
 AQ2616'RECOVERY NOTE BY GEOCACHING 2008 (FJE)
 AQ2616'RECOVERED IN GOOD CONDITION.
 AQ2616
 AQ2616                          STATION RECOVERY (2025)
 AQ2616
 AQ2616'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AQ2616'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2617 ***********************************************************************
 AQ2617  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2617  DESIGNATION -  872 1136 F TIDAL
 AQ2617  PID         -  AQ2617
 AQ2617  STATE/COUNTY-  FL/VOLUSIA
 AQ2617  COUNTRY     -  US
 AQ2617  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ2617
 AQ2617                         *CURRENT SURVEY CONTROL
 AQ2617  ______________________________________________________________________
 AQ2617* NAD 83(1986) POSITION- 29 05 03.     (N) 080 58 02.     (W)   SCALED
 AQ2617* NAVD 88 ORTHO HEIGHT -     2.464 (meters)        8.08  (feet) POSTED
 AQ2617  ______________________________________________________________________
 AQ2617  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 AQ2617  DYNAMIC HEIGHT  -          2.46  (meters)        8.1   (feet) COMP
 AQ2617  MODELED GRAVITY -    979,260.5   (mgal)                       NAVD 88
 AQ2617
 AQ2617  VERT ORDER      -  * POSTED, SEE BELOW
 AQ2617
 AQ2617.The horizontal coordinates were scaled from a map and have
 AQ2617.an estimated accuracy of +/- 6 seconds.
 AQ2617
 AQ2617.The orthometric height was determined by differential leveling
 AQ2617.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AQ2617
 AQ2617.* This is a POSTED BENCH MARK height.
 AQ2617
 AQ2617.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2617.GEOID18 height accuracy estimate available here.
 AQ2617
 AQ2617.This Tidal Bench Mark is designated as VM 5290
 AQ2617.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2617
 AQ2617.Click photographs - Photos may exist for this station.
 AQ2617
 AQ2617.The dynamic height is computed by dividing the NAVD 88
 AQ2617.geopotential number by the normal gravity value computed on the
 AQ2617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2617.degrees latitude (g = 980.6199 gals.).
 AQ2617
 AQ2617.The modeled gravity was interpolated from observed gravity values.
 AQ2617
 AQ2617;                    North         East    Units  Estimated Accuracy
 AQ2617;SPC FL E     -   526,360.      203,190.      MT  (+/- 180 meters Scaled)
 AQ2617
 AQ2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN031173(NAD 83)
 AQ2617
 AQ2617                          SUPERSEDED SURVEY CONTROL
 AQ2617
 AQ2617  NGVD 29 (09/01/92)    2.830  (m)            9.28   (f) ADJUSTED    1 2
 AQ2617
 AQ2617.Superseded values are not recommended for survey control.
 AQ2617
 AQ2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2617.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2617
 AQ2617_MARKER: DD = SURVEY DISK
 AQ2617_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AQ2617_SP_SET: ABUTMENT
 AQ2617_STAMPING: 1136 F 1978
 AQ2617_MARK LOGO: FLDT
 AQ2617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ2617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2617+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1991
 AQ2617
 AQ2617  HISTORY     - Date     Condition        Report By
 AQ2617  HISTORY     - 1978     MONUMENTED       FLDT
 AQ2617  HISTORY     - 1985     GOOD             FLDNR
 AQ2617  HISTORY     - 19910313 GOOD             NGS
 AQ2617  HISTORY     - 20251117 MARK NOT FOUND   GEOCAC
 AQ2617
 AQ2617                          STATION DESCRIPTION
 AQ2617
 AQ2617'DESCRIBED BY FL DEPT OF NAT RES 1985
 AQ2617'2.55 MI NW FROM NEW SMYRNA BEACH.
 AQ2617'THE MARK IS 1 FT ABOVE HIGHWAY.
 AQ2617'BEGIN AT THE ENTRANCE ROAD TO THE NEW SMYRNA BEACH MUNICIPAL AIRPORT,
 AQ2617'GO 2.55 MILES NORTHERLY ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS
 AQ2617'SET AT THE NORTHWEST ABUTMENT OF THE SOUTHERNMOST BRIDGE OF THREE
 AQ2617'BRIDGES OVER SPRUCE CREEK, 19 FEET SOUTHWEST OF THE CENTERLINE OF
 AQ2617'U.S. 1 SOUTHBOUND.
 AQ2617
 AQ2617                          STATION RECOVERY (1991)
 AQ2617
 AQ2617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AQ2617'8.1 KM (5.0 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AQ2617'OF STATE HIGHWAY 44 BUSINESS (CANAL STREET) IN NEW SMYRNA BEACH, IN
 AQ2617'TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END OF THE
 AQ2617'NORTHWEST CONCRETE ABUTMENT OF THE SOUTHBOUND HIGHWAY BRIDGE SPANNING
 AQ2617'SPRUCE CREEK, AND 6.1 SOUTHWEST OF AND LEVEL WITH THE CENTERLINE OF
 AQ2617'THE SOUTHBOUND LANES OF THE HIGHWAY.
 AQ2617
 AQ2617                          STATION RECOVERY (2025)
 AQ2617
 AQ2617'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AQ2617'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2726 ***********************************************************************
 AQ2726  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2726  DESIGNATION -  872 1136 G
 AQ2726  PID         -  AQ2726
 AQ2726  STATE/COUNTY-  FL/VOLUSIA
 AQ2726  COUNTRY     -  US
 AQ2726  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ2726
 AQ2726                         *CURRENT SURVEY CONTROL
 AQ2726  ______________________________________________________________________
 AQ2726* NAD 83(1986) POSITION- 29 05 03.     (N) 080 58 02.     (W)   SCALED
 AQ2726* NAVD 88 ORTHO HEIGHT -     2.443 (meters)        8.02  (feet) ADJUSTED
 AQ2726  ______________________________________________________________________
 AQ2726  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 AQ2726  DYNAMIC HEIGHT  -          2.440 (meters)        8.01  (feet) COMP
 AQ2726  MODELED GRAVITY -    979,260.5   (mgal)                       NAVD 88
 AQ2726
 AQ2726  VERT ORDER      -  SECOND    CLASS I
 AQ2726
 AQ2726.The horizontal coordinates were scaled from a map and have
 AQ2726.an estimated accuracy of +/- 6 seconds.
 AQ2726
 AQ2726.The orthometric height was determined by differential leveling and
 AQ2726.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2726.in September 1996.
 AQ2726
 AQ2726.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2726.GEOID18 height accuracy estimate available here.
 AQ2726
 AQ2726.This Tidal Bench Mark is designated as VM 16575
 AQ2726.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2726
 AQ2726.Click photographs - Photos may exist for this station.
 AQ2726
 AQ2726.The dynamic height is computed by dividing the NAVD 88
 AQ2726.geopotential number by the normal gravity value computed on the
 AQ2726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2726.degrees latitude (g = 980.6199 gals.).
 AQ2726
 AQ2726.The modeled gravity was interpolated from observed gravity values.
 AQ2726
 AQ2726;                    North         East    Units  Estimated Accuracy
 AQ2726;SPC FL E     -   526,360.      203,190.      MT  (+/- 180 meters Scaled)
 AQ2726
 AQ2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN031173(NAD 83)
 AQ2726
 AQ2726                          SUPERSEDED SURVEY CONTROL
 AQ2726
 AQ2726  NGVD 29 (09/01/92)    2.810  (m)            9.22   (f) ADJUSTED    2 1
 AQ2726
 AQ2726.Superseded values are not recommended for survey control.
 AQ2726
 AQ2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2726.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2726
 AQ2726_MARKER: DB = BENCH MARK DISK
 AQ2726_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ2726_SP_SET: BRIDGE ABUTMENT WINGWALL
 AQ2726_STAMPING: 1136 G
 AQ2726_MARK LOGO: FLDT
 AQ2726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ2726+STABILITY: SURFACE MOTION
 AQ2726
 AQ2726  HISTORY     - Date     Condition        Report By
 AQ2726  HISTORY     - UNK      MONUMENTED       FLDT
 AQ2726  HISTORY     - 1987     GOOD             FLDNR
 AQ2726  HISTORY     - 20090219 MARK NOT FOUND   FLDEP
 AQ2726
 AQ2726                          STATION DESCRIPTION
 AQ2726
 AQ2726'DESCRIBED BY FL DEPT OF NAT RES 1987
 AQ2726'2.55 MI NW FROM NEW SMYRNA BEACH.
 AQ2726'BEGIN AT THE ENTRANCE ROAD TO THE NEW SMYRNA BEACH MUNICIPAL AIRPORT,
 AQ2726'GO 2.6 MILES NORTH ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS SET
 AQ2726'IN THE NORTHWEST ABUTMENT OF THE NORTH BOUND BRIDGE.  THE BRIDGE IS
 AQ2726'THE SOUTHMOST BRIDGE OF THREE SETS OF BRIDGES OVER SPRUCE CREEK.  THE
 AQ2726'MARK BEARS 18.3 FEET WEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 AQ2726'U.S. HIGHWAY 1, AND 0.9 FOOT SOUTHEAST OF THE NORTHWEST CORNER OF
 AQ2726'THE BRIDGE.
 AQ2726
 AQ2726                          STATION RECOVERY (2009)
 AQ2726
 AQ2726'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AQ2726'NOT RECOVERED.  A NEW BRIDGE HAS BEEN CONSTRUCTED AT THE LOCATION OF
 AQ2726'THE MARK AS DETERMINED BY THE REFERENCE DISTANCES IN THE ORIGINAL
 AQ2726'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ2697 ***********************************************************************
 AQ2697  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ2697  DESIGNATION -  872 1136 H
 AQ2697  PID         -  AQ2697
 AQ2697  STATE/COUNTY-  FL/VOLUSIA
 AQ2697  COUNTRY     -  US
 AQ2697  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ2697
 AQ2697                         *CURRENT SURVEY CONTROL
 AQ2697  ______________________________________________________________________
 AQ2697* NAD 83(1986) POSITION- 29 05 24.     (N) 080 58 12.     (W)   SCALED
 AQ2697* NAVD 88 ORTHO HEIGHT -     1.215 (meters)        3.99  (feet) ADJUSTED
 AQ2697  ______________________________________________________________________
 AQ2697  GEOID HEIGHT    -        -28.307 (meters)                     GEOID18
 AQ2697  DYNAMIC HEIGHT  -          1.213 (meters)        3.98  (feet) COMP
 AQ2697  MODELED GRAVITY -    979,260.8   (mgal)                       NAVD 88
 AQ2697
 AQ2697  VERT ORDER      -  FIRST     CLASS II
 AQ2697
 AQ2697.The horizontal coordinates were scaled from a map and have
 AQ2697.an estimated accuracy of +/- 6 seconds.
 AQ2697
 AQ2697.The orthometric height was determined by differential leveling and
 AQ2697.adjusted by the NATIONAL GEODETIC SURVEY
 AQ2697.in May 1994.
 AQ2697
 AQ2697.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ2697.GEOID18 height accuracy estimate available here.
 AQ2697
 AQ2697.This Tidal Bench Mark is designated as VM 16576
 AQ2697.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ2697
 AQ2697.Click photographs - Photos may exist for this station.
 AQ2697
 AQ2697.The dynamic height is computed by dividing the NAVD 88
 AQ2697.geopotential number by the normal gravity value computed on the
 AQ2697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ2697.degrees latitude (g = 980.6199 gals.).
 AQ2697
 AQ2697.The modeled gravity was interpolated from observed gravity values.
 AQ2697
 AQ2697;                    North         East    Units  Estimated Accuracy
 AQ2697;SPC FL E     -   527,010.      202,920.      MT  (+/- 180 meters Scaled)
 AQ2697
 AQ2697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN029179(NAD 83)
 AQ2697
 AQ2697                          SUPERSEDED SURVEY CONTROL
 AQ2697
 AQ2697  NGVD 29 (09/01/92)    1.580  (m)            5.18   (f) ADJUSTED    1 2
 AQ2697
 AQ2697.Superseded values are not recommended for survey control.
 AQ2697
 AQ2697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ2697.See file dsdata.pdf to determine how the superseded data were derived.
 AQ2697
 AQ2697_MARKER: DJ = TIDAL STATION DISK
 AQ2697_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AQ2697_STAMPING: 1136 H 1987
 AQ2697_MARK LOGO: NOS
 AQ2697_PROJECTION: FLUSH
 AQ2697_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ2697_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AQ2697+STABILITY: POSITION/ELEVATION WELL
 AQ2697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ2697+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1991
 AQ2697_ROD/PIPE-DEPTH: 13.4 meters
 AQ2697
 AQ2697  HISTORY     - Date     Condition        Report By
 AQ2697  HISTORY     - 1987     MONUMENTED       NOS
 AQ2697  HISTORY     - 19910313 GOOD             NGS
 AQ2697  HISTORY     - 20090219 MARK NOT FOUND   FLDEP
 AQ2697
 AQ2697                          STATION DESCRIPTION
 AQ2697
 AQ2697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AQ2697'8.8 KM (5.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AQ2697'OF STATE HIGHWAY 44 BUSINESS (CANAL STREET) IN NEW SMYRNA BEACH, 44.0
 AQ2697'M (144.4 FT) SOUTH OF THE CENTER OF HARBOR ROAD, 11.4 M (37.4 FT)
 AQ2697'EAST OF AND LEVEL WITH THE CENTERLINE OF THE NORTHBOUND LANES OF THE
 AQ2697'HIGHWAY, 3.4 M (11.2 FT) SOUTH OF A UTILITY POLE WITH 3 GUY CABLES,
 AQ2697'AND 0.6 M (2.0 FT) SOUTHWEST OF A WITNESS POST.  NOTE--THE DISK IS
 AQ2697'ENCASED IN A 6-INCH PVC PIPE THAT IS RECESSED 0.1 M (0.3 FT) BELOW
 AQ2697'THE GROUND SURFACE.
 AQ2697
 AQ2697                          STATION RECOVERY (2009)
 AQ2697
 AQ2697'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AQ2697'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2593 ***********************************************************************
 DM2593  DESIGNATION -  872 1136 J
 DM2593  PID         -  DM2593
 DM2593  STATE/COUNTY-  FL/VOLUSIA
 DM2593  COUNTRY     -  US
 DM2593  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DM2593
 DM2593                         *CURRENT SURVEY CONTROL
 DM2593  ______________________________________________________________________
 DM2593* NAD 83(1986) POSITION- 29 05 01.37   (N) 080 58 00.17   (W)   HD_HELD1
 DM2593* NAVD 88 ORTHO HEIGHT -     3.173 (meters)       10.41  (feet) ADJUSTED
 DM2593  ______________________________________________________________________
 DM2593  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 DM2593  DYNAMIC HEIGHT  -          3.169 (meters)       10.40  (feet) COMP
 DM2593  MODELED GRAVITY -    979,260.6   (mgal)                       NAVD 88
 DM2593
 DM2593  VERT ORDER      -  FIRST     CLASS II
 DM2593
 DM2593.The horizontal coordinates were determined by differentially corrected
 DM2593.hand held GPS observations or other comparable positioning techniques
 DM2593.and have an estimated accuracy of +/- 3 meters.
 DM2593
 DM2593.The orthometric height was determined by differential leveling and
 DM2593.adjusted by the NATIONAL GEODETIC SURVEY
 DM2593.in December 2010.
 DM2593
 DM2593.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2593.GEOID18 height accuracy estimate available here.
 DM2593
 DM2593.Click photographs - Photos may exist for this station.
 DM2593
 DM2593.The dynamic height is computed by dividing the NAVD 88
 DM2593.geopotential number by the normal gravity value computed on the
 DM2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2593.degrees latitude (g = 980.6199 gals.).
 DM2593
 DM2593.The modeled gravity was interpolated from observed gravity values.
 DM2593
 DM2593;                    North         East    Units  Estimated Accuracy
 DM2593;SPC FL E     -   526,308.5     203,240.6     MT  (+/- 3 meters HH1 GPS) 
 DM2593
 DM2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0323917260(NAD 83)
 DM2593
 DM2593                          SUPERSEDED SURVEY CONTROL
 DM2593
 DM2593.No superseded survey control is available for this station.
 DM2593
 DM2593_MARKER: DD = SURVEY DISK
 DM2593_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM2593_SP_SET: BRIDGE WING WALL
 DM2593_STAMPING: 1136 J 2005
 DM2593_MARK LOGO: FLDEP
 DM2593_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2593+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 DM2593
 DM2593  HISTORY     - Date     Condition        Report By
 DM2593  HISTORY     - 20050107 MONUMENTED       FLDEP
 DM2593  HISTORY     - 20090219 GOOD             FLDEP
 DM2593  HISTORY     - 20220907 GOOD             FLDEP
 DM2593  HISTORY     - 20251117 GOOD             GEOCAC
 DM2593
 DM2593                          STATION DESCRIPTION
 DM2593
 DM2593'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM2593'RECOVERED IN GOOD CONDITION.  A NEW TO REACH AS FOLLOWS, TO REACH THE
 DM2593'MARK FROM THE INTERSECTION OF THE STATE ROAD 44 OVERPASS AND U.S.
 DM2593'HIGHWAY 1 IN NEW SMYRNA BEACH, GO NORTHWEST ON U.S. HIGHWAY 1 FOR 5.2
 DM2593'MI (8.4 KM) TO THE SOUTHWEST BRIDGE WING WALL, OF U.S. HIGHWAY 1
 DM2593'NORTHBOUND, ON THE LEFT AND THE MARK ON THE LEFT.
 DM2593
 DM2593                          STATION RECOVERY (2022)
 DM2593
 DM2593'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 DM2593'RECOVERED AS DESCRIBED.
 DM2593
 DM2593                          STATION RECOVERY (2025)
 DM2593
 DM2593'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DM2593'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2594 ***********************************************************************
 DM2594  DESIGNATION -  872 1136 L
 DM2594  PID         -  DM2594
 DM2594  STATE/COUNTY-  FL/VOLUSIA
 DM2594  COUNTRY     -  US
 DM2594  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DM2594
 DM2594                         *CURRENT SURVEY CONTROL
 DM2594  ______________________________________________________________________
 DM2594* NAD 83(1986) POSITION- 29 05 00.90   (N) 080 58 00.71   (W)   HD_HELD1
 DM2594* NAVD 88 ORTHO HEIGHT -     3.994 (meters)       13.10  (feet) ADJUSTED
 DM2594  ______________________________________________________________________
 DM2594  GEOID HEIGHT    -        -28.300 (meters)                     GEOID18
 DM2594  DYNAMIC HEIGHT  -          3.989 (meters)       13.09  (feet) COMP
 DM2594  MODELED GRAVITY -    979,260.6   (mgal)                       NAVD 88
 DM2594
 DM2594  VERT ORDER      -  FIRST     CLASS II
 DM2594
 DM2594.The horizontal coordinates were determined by differentially corrected
 DM2594.hand held GPS observations or other comparable positioning techniques
 DM2594.and have an estimated accuracy of +/- 3 meters.
 DM2594
 DM2594.The orthometric height was determined by differential leveling and
 DM2594.adjusted by the NATIONAL GEODETIC SURVEY
 DM2594.in December 2010.
 DM2594
 DM2594.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2594.GEOID18 height accuracy estimate available here.
 DM2594
 DM2594.Click photographs - Photos may exist for this station.
 DM2594
 DM2594.The dynamic height is computed by dividing the NAVD 88
 DM2594.geopotential number by the normal gravity value computed on the
 DM2594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2594.degrees latitude (g = 980.6199 gals.).
 DM2594
 DM2594.The modeled gravity was interpolated from observed gravity values.
 DM2594
 DM2594;                    North         East    Units  Estimated Accuracy
 DM2594;SPC FL E     -   526,294.0     203,226.0     MT  (+/- 3 meters HH1 GPS) 
 DM2594
 DM2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0322417246(NAD 83)
 DM2594
 DM2594                          SUPERSEDED SURVEY CONTROL
 DM2594
 DM2594.No superseded survey control is available for this station.
 DM2594
 DM2594_MARKER: DD = SURVEY DISK
 DM2594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM2594_SP_SET: BRIDGE WING WALL
 DM2594_STAMPING: 1136 L 2005
 DM2594_MARK LOGO: FLDEP
 DM2594_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2594+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 DM2594
 DM2594  HISTORY     - Date     Condition        Report By
 DM2594  HISTORY     - 20050107 MONUMENTED       FLDEP
 DM2594  HISTORY     - 20090219 GOOD             FLDEP
 DM2594  HISTORY     - 20220907 GOOD             FLDEP
 DM2594  HISTORY     - 20251117 GOOD             GEOCAC
 DM2594
 DM2594                          STATION DESCRIPTION
 DM2594
 DM2594'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM2594'RECOVERED IN GOOD CONDITION.  A NEW TO REACH AS FOLLOWS, TO REACH THE
 DM2594'MARK FROM THE INTERSECTION OF THE STATE ROAD 44 OVERPASS AND U.S.
 DM2594'HIGHWAY 1 IN NEW SMYRNA BEACH, GO NORTHWEST ON U.S. HIGHWAY 1 FOR 5.2
 DM2594'MI (8.4 KM) TO THE SOUTHWEST BRIDGE WING WALL, OF U.S. HIGHWAY 1
 DM2594'SOUTHBOUND, ON THE LEFT AND THE MARK ON THE LEFT.
 DM2594
 DM2594                          STATION RECOVERY (2022)
 DM2594
 DM2594'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 DM2594'RECOVERED AS DESCRIBED.
 DM2594
 DM2594                          STATION RECOVERY (2025)
 DM2594
 DM2594'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DM2594'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2595 ***********************************************************************
 DM2595  DESIGNATION -  872 1136 M
 DM2595  PID         -  DM2595
 DM2595  STATE/COUNTY-  FL/VOLUSIA
 DM2595  COUNTRY     -  US
 DM2595  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DM2595
 DM2595                         *CURRENT SURVEY CONTROL
 DM2595  ______________________________________________________________________
 DM2595* NAD 83(1986) POSITION- 29 05 03.24   (N) 080 58 02.36   (W)   HD_HELD1
 DM2595* NAVD 88 ORTHO HEIGHT -     4.020 (meters)       13.19  (feet) ADJUSTED
 DM2595  ______________________________________________________________________
 DM2595  GEOID HEIGHT    -        -28.301 (meters)                     GEOID18
 DM2595  DYNAMIC HEIGHT  -          4.014 (meters)       13.17  (feet) COMP
 DM2595  MODELED GRAVITY -    979,260.6   (mgal)                       NAVD 88
 DM2595
 DM2595  VERT ORDER      -  FIRST     CLASS II
 DM2595
 DM2595.The horizontal coordinates were determined by differentially corrected
 DM2595.hand held GPS observations or other comparable positioning techniques
 DM2595.and have an estimated accuracy of +/- 3 meters.
 DM2595
 DM2595.The orthometric height was determined by differential leveling and
 DM2595.adjusted by the NATIONAL GEODETIC SURVEY
 DM2595.in December 2010.
 DM2595
 DM2595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2595.GEOID18 height accuracy estimate available here.
 DM2595
 DM2595.Click photographs - Photos may exist for this station.
 DM2595
 DM2595.The dynamic height is computed by dividing the NAVD 88
 DM2595.geopotential number by the normal gravity value computed on the
 DM2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2595.degrees latitude (g = 980.6199 gals.).
 DM2595
 DM2595.The modeled gravity was interpolated from observed gravity values.
 DM2595
 DM2595;                    North         East    Units  Estimated Accuracy
 DM2595;SPC FL E     -   526,366.1     203,181.3     MT  (+/- 3 meters HH1 GPS) 
 DM2595
 DM2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0318017318(NAD 83)
 DM2595
 DM2595                          SUPERSEDED SURVEY CONTROL
 DM2595
 DM2595.No superseded survey control is available for this station.
 DM2595
 DM2595_MARKER: DD = SURVEY DISK
 DM2595_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM2595_SP_SET: BRIDGE PARAPET
 DM2595_STAMPING: 1136 M
 DM2595_MARK LOGO: FLDT
 DM2595_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2595_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2595+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 DM2595
 DM2595  HISTORY     - Date     Condition        Report By
 DM2595  HISTORY     - UNK      MONUMENTED       FLDT
 DM2595  HISTORY     - 20090216 GOOD             FLDEP
 DM2595  HISTORY     - 20220907 GOOD             FLDEP
 DM2595  HISTORY     - 20251117 GOOD             GEOCAC
 DM2595
 DM2595                          STATION DESCRIPTION
 DM2595
 DM2595'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM2595'THE MARK IS ABOUT 6.4 MI (10.3 KM) NORTHEAST OF SAMSULA, 4.7 MI (7.6
 DM2595'KM) NORTH-NORTHWEST OF NEW SMYRNA BEACH, 4.2 MI (6.8 KM)
 DM2595'SOUTH-SOUTHEAST OF PORT ORANGE, IN SECTION 38, TOWNSHIP 16 SOUTH,
 DM2595'RANGE 33 EAST.
 DM2595'
 DM2595'TO REACH THE MARK FROM THE INTERSECTION OF THE STATE ROAD 44 OVERPASS
 DM2595'AND U.S. HIGHWAY 1 IN NEW SMYRNA BEACH, GO NORTHWEST ON U.S. HIGHWAY 1
 DM2595'FOR 5.25 MI (8.4 KM) TO THE SOUTHERNMOST OF 3 BRIDGES OVER SPRUCE
 DM2595'CREEK AT THE NORTHEAST END OF THE U.S. HIGHWAY 1 SOUTHBOUND BRIDGE AND
 DM2595'THE MARK SET FLUSH IN THE TOP OF A CONCRETE GUARDRAIL ABOUT 2.8 FT
 DM2595'(0.9 M) ABOVE THE LEVEL OF U.S. HIGHWAY 1 SOUTHBOUND LANES.
 DM2595'
 DM2595'LOCATED 19.0 FT (5.8 M) EAST-NORTHEAST OF THE APPROXIMATE CENTERLINE
 DM2595'OF U.S. HIGHWAY 1 SOUTHBOUND LANES, 7.2 FT (2.2 M) SOUTHWEST OF THE
 DM2595'WEST END OF A METAL GUARDRAIL, 4.0 FT (1.2 M) SOUTH OF THE NORTH END
 DM2595'OF A CONCRETE GUARDWALL AND 2.8 FT (0.9 M) ABOVE THE LEVEL OF U.S.
 DM2595'HIGHWAY 1 NORTHBOUND LANES.
 DM2595
 DM2595                          STATION RECOVERY (2022)
 DM2595
 DM2595'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 DM2595'RECOVERED AS DESCRIBED.
 DM2595
 DM2595                          STATION RECOVERY (2025)
 DM2595
 DM2595'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DM2595'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2596 ***********************************************************************
 DM2596  DESIGNATION -  872 1136 N
 DM2596  PID         -  DM2596
 DM2596  STATE/COUNTY-  FL/VOLUSIA
 DM2596  COUNTRY     -  US
 DM2596  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DM2596
 DM2596                         *CURRENT SURVEY CONTROL
 DM2596  ______________________________________________________________________
 DM2596* NAD 83(1986) POSITION- 29 05 12.62   (N) 080 58 07.70   (W)   HD_HELD1
 DM2596* NAVD 88 ORTHO HEIGHT -     4.557 (meters)       14.95  (feet) ADJUSTED
 DM2596  ______________________________________________________________________
 DM2596  GEOID HEIGHT    -        -28.303 (meters)                     GEOID18
 DM2596  DYNAMIC HEIGHT  -          4.551 (meters)       14.93  (feet) COMP
 DM2596  MODELED GRAVITY -    979,260.6   (mgal)                       NAVD 88
 DM2596
 DM2596  VERT ORDER      -  FIRST     CLASS II
 DM2596
 DM2596.The horizontal coordinates were determined by differentially corrected
 DM2596.hand held GPS observations or other comparable positioning techniques
 DM2596.and have an estimated accuracy of +/- 3 meters.
 DM2596
 DM2596.The orthometric height was determined by differential leveling and
 DM2596.adjusted by the NATIONAL GEODETIC SURVEY
 DM2596.in December 2010.
 DM2596
 DM2596.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2596.GEOID18 height accuracy estimate available here.
 DM2596
 DM2596.Click photographs - Photos may exist for this station.
 DM2596
 DM2596.The dynamic height is computed by dividing the NAVD 88
 DM2596.geopotential number by the normal gravity value computed on the
 DM2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2596.degrees latitude (g = 980.6199 gals.).
 DM2596
 DM2596.The modeled gravity was interpolated from observed gravity values.
 DM2596
 DM2596;                    North         East    Units  Estimated Accuracy
 DM2596;SPC FL E     -   526,654.8     203,036.8     MT  (+/- 3 meters HH1 GPS) 
 DM2596
 DM2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0303517607(NAD 83)
 DM2596
 DM2596                          SUPERSEDED SURVEY CONTROL
 DM2596
 DM2596.No superseded survey control is available for this station.
 DM2596
 DM2596_MARKER: DD = SURVEY DISK
 DM2596_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM2596_SP_SET: BRIDGE PARAPET
 DM2596_STAMPING: 1136 N
 DM2596_MARK LOGO: FLDT
 DM2596_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2596+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2025
 DM2596
 DM2596  HISTORY     - Date     Condition        Report By
 DM2596  HISTORY     - UNK      MONUMENTED       FLDT
 DM2596  HISTORY     - 20090219 GOOD             FLDEP
 DM2596  HISTORY     - 20220907 GOOD             FLDEP
 DM2596  HISTORY     - 20251117 GOOD             GEOCAC
 DM2596
 DM2596                          STATION DESCRIPTION
 DM2596
 DM2596'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM2596'THE MARK IS ABOUT 6.5 MI (10.5 KM) NORTHEAST OF SAMSULA, 4.9 MI (7.9
 DM2596'KM) NORTH-NORTHWEST OF NEW SMYRNA BEACH, 4.0 MI (6.4 KM)
 DM2596'SOUTH-SOUTHEAST OF PORT ORANGE, IN SECTION 38, TOWNSHIP 16 SOUTH,
 DM2596'RANGE 33 EAST.
 DM2596'
 DM2596'TO REACH THE MARK FROM THE INTERSECTION OF THE STATE ROAD 44 OVERPASS
 DM2596'AND U.S. HIGHWAY 1 IN NEW SMYRNA BEACH, GO NORTHWEST ON U.S. HIGHWAY 1
 DM2596'FOR 5.45 MI (8.8 KM) TO THE MIDDLE ONE OF 3 BRIDGES OVER SPRUCE CREEK
 DM2596'AT THE NORTHWEST END OF THE U.S. HIGHWAY 1 NORTHBOUND BRIDGE AND THE
 DM2596'MARK SET FLUSH IN THE TOP OF A CONCRETE GUARDRAIL ABOUT 2.8 FT (0.9 M)
 DM2596'ABOVE THE LEVEL OF U.S. HIGHWAY 1 NORTHBOUND LANES.
 DM2596'
 DM2596'LOCATED 19.2 FT (5.9 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DM2596'OF U.S. HIGHWAY 1 NORTHBOUND LANES, 11.7 FT (3.6 M) SOUTHEAST OF A
 DM2596'METAL SIGN READING NO FISHING FROM BRIDGE, 7.1 FT (2.2 M) SOUTHEAST OF
 DM2596'THE EAST END OF A METAL GUARDRAIL, 4.0 FT (1.2 M) SOUTH OF THE NORTH
 DM2596'END OF A CONCRETE GUARDWALL AND 2.8 FT (0.9 M) ABOVE THE LEVEL OF U.S.
 DM2596'HIGHWAY 1 NORTHBOUND LANES.
 DM2596
 DM2596                          STATION RECOVERY (2022)
 DM2596
 DM2596'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MLS)
 DM2596'RECOVERED AS DESCRIBED.
 DM2596
 DM2596                          STATION RECOVERY (2025)
 DM2596
 DM2596'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DM2596'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1527 ***********************************************************************
 AQ1527  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1527  DESIGNATION -  872 1138 3
 AQ1527  PID         -  AQ1527
 AQ1527  STATE/COUNTY-  FL/VOLUSIA
 AQ1527  COUNTRY     -  US
 AQ1527  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1527
 AQ1527                         *CURRENT SURVEY CONTROL
 AQ1527  ______________________________________________________________________
 AQ1527* NAD 83(1986) POSITION- 29 04 55.46   (N) 080 56 05.82   (W)   HD_HELD1
 AQ1527* NAVD 88 ORTHO HEIGHT -     1.156 (meters)        3.79  (feet) ADJUSTED
 AQ1527  ______________________________________________________________________
 AQ1527  GEOID HEIGHT    -        -28.305 (meters)                     GEOID18
 AQ1527  DYNAMIC HEIGHT  -          1.154 (meters)        3.79  (feet) COMP
 AQ1527  MODELED GRAVITY -    979,264.7   (mgal)                       NAVD 88
 AQ1527
 AQ1527  VERT ORDER      -  SECOND    CLASS I
 AQ1527
 AQ1527.The horizontal coordinates were determined by differentially corrected
 AQ1527.hand held GPS observations or other comparable positioning techniques
 AQ1527.and have an estimated accuracy of +/- 3 meters.
 AQ1527
 AQ1527.The orthometric height was determined by differential leveling and
 AQ1527.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1527.in December 2010.
 AQ1527
 AQ1527.No vertical observational check was made to the station.
 AQ1527
 AQ1527.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1527.GEOID18 height accuracy estimate available here.
 AQ1527
 AQ1527.This Tidal Bench Mark is designated as VM 16967
 AQ1527.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1527
 AQ1527.Click photographs - Photos may exist for this station.
 AQ1527
 AQ1527.The dynamic height is computed by dividing the NAVD 88
 AQ1527.geopotential number by the normal gravity value computed on the
 AQ1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1527.degrees latitude (g = 980.6199 gals.).
 AQ1527
 AQ1527.The modeled gravity was interpolated from observed gravity values.
 AQ1527
 AQ1527;                    North         East    Units  Estimated Accuracy
 AQ1527;SPC FL E     -   526,127.8     206,333.0     MT  (+/- 3 meters HH1 GPS) 
 AQ1527
 AQ1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0633017080(NAD 83)
 AQ1527
 AQ1527                          SUPERSEDED SURVEY CONTROL
 AQ1527
 AQ1527  NAVD 88 (06/15/91)    1.065  (m)            3.49   (f) SUPERSEDED  2 1
 AQ1527
 AQ1527.Superseded values are not recommended for survey control.
 AQ1527
 AQ1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1527.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1527
 AQ1527_MARKER: DJ = TIDAL STATION DISK
 AQ1527_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1527_SP_SET: SEAWALL
 AQ1527_STAMPING: 3 1974
 AQ1527_MARK LOGO: NOS
 AQ1527_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1527+STABILITY: SURFACE MOTION
 AQ1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1527+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2004
 AQ1527
 AQ1527  HISTORY     - Date     Condition        Report By
 AQ1527  HISTORY     - 1974     MONUMENTED       NOS
 AQ1527  HISTORY     - 19751001 GOOD             FLDNR
 AQ1527  HISTORY     - 20041218 GOOD             FLDEP
 AQ1527  HISTORY     - 20260105 MARK NOT FOUND   GEOCAC
 AQ1527
 AQ1527                          STATION DESCRIPTION
 AQ1527
 AQ1527'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1527'IN PONCE PARK, AT THE FISHERMANS WHARF RESTAURANT, AT THE NORTHEAST
 AQ1527'CORNER OF THE BOAT SLIP ON THE NORTH WALL, ABOUT 60 FT (18.3 M) EAST
 AQ1527'OF THE EAST SIDE OF RESTAURANT, ABOUT 45 FT (13.7 M) WEST OF THE
 AQ1527'CENTERLINE OF FRONT STREET, ABOUT 65 FT (19.8 M) SOUTHWEST OF
 AQ1527'CENTERLINE INTERSECTION OF BEACH STREET AND FRONT STREET.  A STANDARD
 AQ1527'NOS DISK SET FLUSH IN THE TOP CENTER OF A 9-INCH THICK CONCRETE
 AQ1527'SEAWALL.
 AQ1527
 AQ1527                          STATION RECOVERY (2004)
 AQ1527
 AQ1527'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JRH)
 AQ1527'RECOVERED IN GOOD CONDITION.
 AQ1527
 AQ1527                          STATION RECOVERY (2026)
 AQ1527
 AQ1527'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1527'MARK NOT FOUND.  LOCATION IS NOW A PARKING LOT.  THERE IS NO EVIDENCE
 AQ1527'OF A SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1525 ***********************************************************************
 AQ1525  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1525  DESIGNATION -  872 1138 5
 AQ1525  PID         -  AQ1525
 AQ1525  STATE/COUNTY-  FL/VOLUSIA
 AQ1525  COUNTRY     -  US
 AQ1525  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1525
 AQ1525                         *CURRENT SURVEY CONTROL
 AQ1525  ______________________________________________________________________
 AQ1525* NAD 83(1986) POSITION- 29 04 57.42   (N) 080 56 00.06   (W)   HD_HELD1
 AQ1525* NAVD 88 ORTHO HEIGHT -     1.120 (meters)        3.67  (feet) ADJUSTED
 AQ1525  ______________________________________________________________________
 AQ1525  GEOID HEIGHT    -        -28.306 (meters)                     GEOID18
 AQ1525  DYNAMIC HEIGHT  -          1.118 (meters)        3.67  (feet) COMP
 AQ1525  MODELED GRAVITY -    979,264.7   (mgal)                       NAVD 88
 AQ1525
 AQ1525  VERT ORDER      -  SECOND    CLASS I
 AQ1525
 AQ1525.The horizontal coordinates were determined by differentially corrected
 AQ1525.hand held GPS observations or other comparable positioning techniques
 AQ1525.and have an estimated accuracy of +/- 3 meters.
 AQ1525
 AQ1525.The orthometric height was determined by differential leveling and
 AQ1525.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1525.in December 2010.
 AQ1525
 AQ1525.No vertical observational check was made to the station.
 AQ1525
 AQ1525.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1525.GEOID18 height accuracy estimate available here.
 AQ1525
 AQ1525.This Tidal Bench Mark is designated as VM 5295
 AQ1525.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1525
 AQ1525.Click photographs - Photos may exist for this station.
 AQ1525
 AQ1525.The dynamic height is computed by dividing the NAVD 88
 AQ1525.geopotential number by the normal gravity value computed on the
 AQ1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1525.degrees latitude (g = 980.6199 gals.).
 AQ1525
 AQ1525.The modeled gravity was interpolated from observed gravity values.
 AQ1525
 AQ1525;                    North         East    Units  Estimated Accuracy
 AQ1525;SPC FL E     -   526,188.3     206,488.8     MT  (+/- 3 meters HH1 GPS) 
 AQ1525
 AQ1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0648617140(NAD 83)
 AQ1525
 AQ1525                          SUPERSEDED SURVEY CONTROL
 AQ1525
 AQ1525  NAVD 88 (06/15/91)    1.100  (m)            3.61   (f) SUPERSEDED  2 1
 AQ1525  NGVD 29 (09/01/92)    1.471  (m)            4.83   (f) ADJUSTED    2 1
 AQ1525
 AQ1525.Superseded values are not recommended for survey control.
 AQ1525
 AQ1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1525.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1525
 AQ1525_MARKER: DJ = TIDAL STATION DISK
 AQ1525_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AQ1525_STAMPING: 5 1974
 AQ1525_MARK LOGO: NOS
 AQ1525_PROJECTION: PROJECTING 5 CENTIMETERS
 AQ1525_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1525_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1525+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2004
 AQ1525
 AQ1525  HISTORY     - Date     Condition        Report By
 AQ1525  HISTORY     - 1974     MONUMENTED       NOS
 AQ1525  HISTORY     - 19751001 GOOD             FLDNR
 AQ1525  HISTORY     - 1986     GOOD             FLDNR
 AQ1525  HISTORY     - 20041218 GOOD             FLDEP
 AQ1525  HISTORY     - 20260105 MARK NOT FOUND   GEOCAC
 AQ1525
 AQ1525                          STATION DESCRIPTION
 AQ1525
 AQ1525'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1525'IN PONCE PARK, AT THE SOUTHWEST INTERSECTION OF BEACH STREET AND
 AQ1525'SAILFISH DRIVE, ABOUT 18 FT (5.5 M) SOUTH-SOUTHEAST OF CENTERLINE
 AQ1525'BEACH STREET, ABOUT 6 INCHES BELOW PAVEMENT, ABOUT 21 FT (6.4 M)
 AQ1525'WEST-SOUTHWEST OF SAILFISH DRIVE (DIRT ROAD), ABOUT 40 FT (12.2 M)
 AQ1525'WEST OF A FIRE HYDRANT ACROSS SAILFISH DRIVE, ABOUT 4 FT (1.2 M)
 AQ1525'SOUTHEAST OF A POWER LINE POLE, ABOUT 475 FT (144.8 M) NORTH-NORTHEAST
 AQ1525'OF BENCH MARK STAMPED 4 1974.  A STANDARD NOS BRONZE DISK SET FLUSH
 AQ1525'IN TOP CENTER OF A 10-INCH SQUARE CONCRETE MONUMENT, PROJECTING ABOUT
 AQ1525'2 INCHES.
 AQ1525
 AQ1525                          STATION RECOVERY (1986)
 AQ1525
 AQ1525'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AQ1525'RECOVERED IN GOOD CONDITION.
 AQ1525
 AQ1525                          STATION RECOVERY (2004)
 AQ1525
 AQ1525'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JRH)
 AQ1525'RECOVERED AS DESCRIBED.
 AQ1525
 AQ1525                          STATION RECOVERY (2026)
 AQ1525
 AQ1525'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1525'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3650 ***********************************************************************
 DM3650  DESIGNATION -  872 1138 A
 DM3650  PID         -  DM3650
 DM3650  STATE/COUNTY-  FL/VOLUSIA
 DM3650  COUNTRY     -  US
 DM3650  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DM3650
 DM3650                         *CURRENT SURVEY CONTROL
 DM3650  ______________________________________________________________________
 DM3650* NAD 83(1986) POSITION- 29 04 55.04   (N) 080 56 05.58   (W)   HD_HELD1
 DM3650* NAVD 88 ORTHO HEIGHT -     1.143 (meters)        3.75  (feet) ADJUSTED
 DM3650  ______________________________________________________________________
 DM3650  GEOID HEIGHT    -        -28.305 (meters)                     GEOID18
 DM3650  DYNAMIC HEIGHT  -          1.142 (meters)        3.75  (feet) COMP
 DM3650  MODELED GRAVITY -    979,264.7   (mgal)                       NAVD 88
 DM3650
 DM3650  VERT ORDER      -  SECOND    CLASS I
 DM3650
 DM3650.The horizontal coordinates were determined by differentially corrected
 DM3650.hand held GPS observations or other comparable positioning techniques
 DM3650.and have an estimated accuracy of +/- 3 meters.
 DM3650
 DM3650.The orthometric height was determined by differential leveling and
 DM3650.adjusted by the NATIONAL GEODETIC SURVEY
 DM3650.in December 2010.
 DM3650
 DM3650.No vertical observational check was made to the station.
 DM3650
 DM3650.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3650.GEOID18 height accuracy estimate available here.
 DM3650
 DM3650.Click photographs - Photos may exist for this station.
 DM3650
 DM3650.The dynamic height is computed by dividing the NAVD 88
 DM3650.geopotential number by the normal gravity value computed on the
 DM3650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3650.degrees latitude (g = 980.6199 gals.).
 DM3650
 DM3650.The modeled gravity was interpolated from observed gravity values.
 DM3650
 DM3650;                    North         East    Units  Estimated Accuracy
 DM3650;SPC FL E     -   526,114.9     206,339.5     MT  (+/- 3 meters HH1 GPS) 
 DM3650
 DM3650_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0633717067(NAD 83)
 DM3650
 DM3650                          SUPERSEDED SURVEY CONTROL
 DM3650
 DM3650.No superseded survey control is available for this station.
 DM3650
 DM3650_MARKER: DD = SURVEY DISK
 DM3650_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM3650_SP_SET: HEADWALL
 DM3650_STAMPING: 1138 A 2005
 DM3650_MARK LOGO: FLDEP
 DM3650_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3650+STABILITY: SURFACE MOTION
 DM3650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3650+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2005
 DM3650
 DM3650  HISTORY     - Date     Condition        Report By
 DM3650  HISTORY     - 20050122 MONUMENTED       FLDEP
 DM3650  HISTORY     - 20260105 MARK NOT FOUND   GEOCAC
 DM3650
 DM3650                          STATION DESCRIPTION
 DM3650
 DM3650'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JRH)
 DM3650'THE MARK IS LOCATED ABOUT 6.7 MI (10.8 KM) NORTH-NORTHWEST OF
 DM3650'EDGEWATER, 5.2 MI (8.4 KM) SOUTHEAST OF PORT ORANGE AND 3.9 MI (6.3
 DM3650'KM) NORTH OF NEW SMYRNA BEACH AT PONCE INLET IN SECTION 37, TOWNSHIP
 DM3650'16 SOUTH, RANGE 34 EAST.
 DM3650'
 DM3650'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 421 (DUNLAWTON
 DM3650'AVENUE) AND STATE ROAD A1A (SOUTH ATLANTIC AVENUE) IN DAYTONA BEACH
 DM3650'SHORES, GO SOUTHWEST ON SOUTH ATLANTIC AVENUE FOR 5.3 MI (8.5 KM) TO
 DM3650'THE INTERSECTION OF BEACH STREET.  TURN RIGHT ON BEACH STREET AND GO
 DM3650'WEST FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF SOUTH PENINSULA DRIVE.
 DM3650'CONTINUE WEST ON BEACH STREET FOR 0.25 MI (0.4 KM) TO THE T-JUNCTION
 DM3650'OF FRONT STREET.  TURN LEFT ON FRONT STREET TO THE DOWN THE HATCH
 DM3650'SEAFOOD RESTAURANT AND LOUNGE ON THE RIGHT AND THE MARK ON THE RIGHT,
 DM3650'A SURVEY DISK CEMENTED INTO A DRILLED HOLE IN THE SOUTHEAST CORNER OF
 DM3650'THE BOAT SLIP NORTH OF THE RESTAURANT PARKING AREA.
 DM3650'
 DM3650'THE MARK IS LOCATED 118.0 FT (36.0 M) SOUTH OF THE EXTENDED CENTERLINE
 DM3650'OF BEACH STREET, 57.9 FT (17.6 M) SOUTH OF 872 1138 TIDAL 3, 46.3 FT
 DM3650'(14.1 M) WEST OF THE APPROXIMATE CENTERLINE OF FRONT STREET, 5.9 FT
 DM3650'(1.8 M) NORTH OF A WOODEN LIGHT POLE NUMBER 4 6495 1415 0 4 AND 1.9 FT
 DM3650'(0.6 M) WEST OF A 5/8-INCH (16 MM) ROD WITH A YELLOW CAP STAMPED LB
 DM3650'3612.
 DM3650
 DM3650                          STATION RECOVERY (2026)
 DM3650
 DM3650'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 DM3650'MARK NOT FOUND.  LOCATION HAS BEEN REDONE.  THERE IS NO EVIDENCE OF A
 DM3650'HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3649 ***********************************************************************
 DM3649  DESIGNATION -  872 1138 B
 DM3649  PID         -  DM3649
 DM3649  STATE/COUNTY-  FL/VOLUSIA
 DM3649  COUNTRY     -  US
 DM3649  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DM3649
 DM3649                         *CURRENT SURVEY CONTROL
 DM3649  ______________________________________________________________________
 DM3649* NAD 83(1986) POSITION- 29 04 59.51   (N) 080 56 07.97   (W)   HD_HELD1
 DM3649* NAVD 88 ORTHO HEIGHT -     1.274 (meters)        4.18  (feet) ADJUSTED
 DM3649  ______________________________________________________________________
 DM3649  GEOID HEIGHT    -        -28.306 (meters)                     GEOID18
 DM3649  DYNAMIC HEIGHT  -          1.272 (meters)        4.17  (feet) COMP
 DM3649  MODELED GRAVITY -    979,264.8   (mgal)                       NAVD 88
 DM3649
 DM3649  VERT ORDER      -  SECOND    CLASS I
 DM3649
 DM3649.The horizontal coordinates were determined by differentially corrected
 DM3649.hand held GPS observations or other comparable positioning techniques
 DM3649.and have an estimated accuracy of +/- 3 meters.
 DM3649
 DM3649.The orthometric height was determined by differential leveling and
 DM3649.adjusted by the NATIONAL GEODETIC SURVEY
 DM3649.in December 2010.
 DM3649
 DM3649.No vertical observational check was made to the station.
 DM3649
 DM3649.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3649.GEOID18 height accuracy estimate available here.
 DM3649
 DM3649.Click photographs - Photos may exist for this station.
 DM3649
 DM3649.The dynamic height is computed by dividing the NAVD 88
 DM3649.geopotential number by the normal gravity value computed on the
 DM3649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3649.degrees latitude (g = 980.6199 gals.).
 DM3649
 DM3649.The modeled gravity was interpolated from observed gravity values.
 DM3649
 DM3649;                    North         East    Units  Estimated Accuracy
 DM3649;SPC FL E     -   526,252.5     206,274.8     MT  (+/- 3 meters HH1 GPS) 
 DM3649
 DM3649_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0627217204(NAD 83)
 DM3649
 DM3649                          SUPERSEDED SURVEY CONTROL
 DM3649
 DM3649.No superseded survey control is available for this station.
 DM3649
 DM3649_MARKER: DD = SURVEY DISK
 DM3649_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM3649_SP_SET: BASE OF A BLOCK WALL
 DM3649_STAMPING: 1138 B 2005
 DM3649_MARK LOGO: FLDEP
 DM3649_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3649+STABILITY: SURFACE MOTION
 DM3649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3649+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2026
 DM3649
 DM3649  HISTORY     - Date     Condition        Report By
 DM3649  HISTORY     - 20050122 MONUMENTED       FLDEP
 DM3649  HISTORY     - 20260105 GOOD             GEOCAC
 DM3649
 DM3649                          STATION DESCRIPTION
 DM3649
 DM3649'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JRH)
 DM3649'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) NORTH-NORTHWEST OF
 DM3649'EDGEWATER, 5.1 MI (8.2 KM) SOUTHEAST OF PORT ORANGE AND 4.0 MI
 DM3649'(6.4 KM) NORTH OF NEW SMYRNA BEACH AT PONCE INLET IN SECTION 37,
 DM3649'TOWNSHIP 16 SOUTH, RANGE 34 EAST.
 DM3649'
 DM3649'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 421 (DUNLAWTON
 DM3649'AVENUE) AND STATE ROAD A1A (SOUTH ATLANTIC AVENUE) IN DAYTONA BEACH
 DM3649'SHORES, GO SOUTHWEST ON SOUTH ATLANTIC AVENUE FOR 5.3 MI (8.5 KM) TO
 DM3649'THE INTERSECTION OF BEACH STREET.  TURN RIGHT ON BEACH STREET AND GO
 DM3649'WEST FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF SOUTH PENINSULA DRIVE.
 DM3649'CONTINUE WEST ON BEACH STREET FOR 0.25 MI (0.4 KM) TO THE T-JUNCTION
 DM3649'OF FRONT STREET.  TURN RIGHT ON FRONT STREET AND GO NORTH TO THE END
 DM3649'OF THE PAVEMENT AND THE MARK.
 DM3649'
 DM3649'IT IS A SURVEY DISK CEMENTED INTO A DRILLED HOLE AT THE BASE OF THE
 DM3649'NORTH END OF A 6.0 FT (1.8 M) HIGH BLOCK WALL, LOCATED 393.0 FT
 DM3649'(119.8 M) NORTH OF THE EXTENDED CENTERLINE OF BEACH STREET, 47.5 FT
 DM3649'(14.5 M) NORTH OF THE END OF THE PAVEMENT OF FRONT STREET, 25.0 FT
 DM3649'(7.6 M) NORTH OF THE SOUTH END OF THE HEADWALL, 1.2 FT (0.4 M) SOUTH
 DM3649'OF THE NORTH END OF THE HEADWALL AND 0.9 FT (27 CM) WEST OF A 6.0 FT
 DM3649'(1.8 M) BLOCK WALL.
 DM3649
 DM3649                          STATION RECOVERY (2026)
 DM3649
 DM3649'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 DM3649'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1528 ***********************************************************************
 AQ1528  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1528  DESIGNATION -  872 1138 TIDAL 1
 AQ1528  PID         -  AQ1528
 AQ1528  STATE/COUNTY-  FL/VOLUSIA
 AQ1528  COUNTRY     -  US
 AQ1528  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1528
 AQ1528                         *CURRENT SURVEY CONTROL
 AQ1528  ______________________________________________________________________
 AQ1528* NAD 83(1986) POSITION- 29 04 55.     (N) 080 56 05.     (W)   SCALED
 AQ1528* NAVD 88 ORTHO HEIGHT -     1.118 (meters)        3.67  (feet) ADJUSTED
 AQ1528  ______________________________________________________________________
 AQ1528  GEOID HEIGHT    -        -28.305 (meters)                     GEOID18
 AQ1528  DYNAMIC HEIGHT  -          1.116 (meters)        3.66  (feet) COMP
 AQ1528  MODELED GRAVITY -    979,264.7   (mgal)                       NAVD 88
 AQ1528
 AQ1528  VERT ORDER      -  SECOND    CLASS I
 AQ1528
 AQ1528.The horizontal coordinates were scaled from a map and have
 AQ1528.an estimated accuracy of +/- 6 seconds.
 AQ1528
 AQ1528.The orthometric height was determined by differential leveling and
 AQ1528.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1528.in June 1991.
 AQ1528
 AQ1528.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1528.GEOID18 height accuracy estimate available here.
 AQ1528
 AQ1528.This Tidal Bench Mark is designated as VM 5294
 AQ1528.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1528
 AQ1528.Click photographs - Photos may exist for this station.
 AQ1528
 AQ1528.The dynamic height is computed by dividing the NAVD 88
 AQ1528.geopotential number by the normal gravity value computed on the
 AQ1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1528.degrees latitude (g = 980.6199 gals.).
 AQ1528
 AQ1528.The modeled gravity was interpolated from observed gravity values.
 AQ1528
 AQ1528;                    North         East    Units  Estimated Accuracy
 AQ1528;SPC FL E     -   526,110.      206,360.      MT  (+/- 180 meters Scaled)
 AQ1528
 AQ1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN063170(NAD 83)
 AQ1528
 AQ1528                          SUPERSEDED SURVEY CONTROL
 AQ1528
 AQ1528  NGVD 29 (09/01/92)    1.488  (m)            4.88   (f) ADJUSTED    2 1
 AQ1528
 AQ1528.Superseded values are not recommended for survey control.
 AQ1528
 AQ1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1528.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1528
 AQ1528_MARKER: DJ = TIDAL STATION DISK
 AQ1528_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1528_SP_SET: SEAWALL
 AQ1528_STAMPING: 1 1974
 AQ1528_MARK LOGO: NOS
 AQ1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1528+STABILITY: SURFACE MOTION
 AQ1528
 AQ1528  HISTORY     - Date     Condition        Report By
 AQ1528  HISTORY     - 1974     MONUMENTED       NOS
 AQ1528  HISTORY     - 19751001 GOOD             FLDNR
 AQ1528  HISTORY     - 1986     GOOD             FLDNR
 AQ1528  HISTORY     - 20260105 MARK NOT FOUND   GEOCAC
 AQ1528
 AQ1528                          STATION DESCRIPTION
 AQ1528
 AQ1528'DESCRIBED BY FL DEPT OF NAT RES 1975
 AQ1528'IN PONCE PARK, AT TIMMONS CAMP, AT SOUTHEAST CORNER OF PIER, 1.5 FT
 AQ1528'(0.5 M) SOUTH OF CONCRETE RAMP TO PIER, ABOUT 20 FT (6.1 M) SOUTH OF
 AQ1528'CONCRETE SEAWALL ON SOUTH SIDE OF BOAT SLIP, AND ABOUT 110 FT
 AQ1528'(33.5 M) NORTHWEST OF BENCH MARK STAMPED 2 1974.  A STANDARD NOS DISK
 AQ1528'SET FLUSH IN TOP CENTER OF 1-FOOT THICK CONCRETE SEAWALL, AT GROUND
 AQ1528'LEVEL.
 AQ1528
 AQ1528                          STATION RECOVERY (1986)
 AQ1528
 AQ1528'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AQ1528'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT TIMMONS CAMP IS
 AQ1528'NOW THE DOWN THE HATCH RESTAURANT AND BENCH MARK 2 1974 IS DESTROYED.
 AQ1528
 AQ1528                          STATION RECOVERY (2026)
 AQ1528
 AQ1528'RECOVERY NOTE BY GEOCACHING 2026 (RLM)
 AQ1528'MARK NOT FOUND.  RESTAURANT MANAGER ADVISED THAT THE SEAWALL IS NOW
 AQ1528'UNDERNEATH A LARGE WOODEN DECK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1522 ***********************************************************************
 AQ1522  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1522  DESIGNATION -  872 1147 1
 AQ1522  PID         -  AQ1522
 AQ1522  STATE/COUNTY-  FL/VOLUSIA
 AQ1522  COUNTRY     -  US
 AQ1522  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1522
 AQ1522                         *CURRENT SURVEY CONTROL
 AQ1522  ______________________________________________________________________
 AQ1522* NAD 83(1986) POSITION- 29 03 48.30   (N) 080 54 53.06   (W)   HD_HELD1
 AQ1522* NAVD 88 ORTHO HEIGHT -     0.674 (meters)        2.21  (feet) ADJUSTED
 AQ1522  ______________________________________________________________________
 AQ1522  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 AQ1522  DYNAMIC HEIGHT  -          0.673 (meters)        2.21  (feet) COMP
 AQ1522  MODELED GRAVITY -    979,265.1   (mgal)                       NAVD 88
 AQ1522
 AQ1522  VERT ORDER      -  FIRST     CLASS II
 AQ1522
 AQ1522.The horizontal coordinates were determined by differentially corrected
 AQ1522.hand held GPS observations or other comparable positioning techniques
 AQ1522.and have an estimated accuracy of +/- 3 meters.
 AQ1522
 AQ1522.The orthometric height was determined by differential leveling and
 AQ1522.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1522.in April 2009.
 AQ1522
 AQ1522.No vertical observational check was made to the station.
 AQ1522
 AQ1522.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1522.GEOID18 height accuracy estimate available here.
 AQ1522
 AQ1522.This Tidal Bench Mark is designated as VM 5296
 AQ1522.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1522
 AQ1522.Click photographs - Photos may exist for this station.
 AQ1522
 AQ1522.The dynamic height is computed by dividing the NAVD 88
 AQ1522.geopotential number by the normal gravity value computed on the
 AQ1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1522.degrees latitude (g = 980.6199 gals.).
 AQ1522
 AQ1522.The modeled gravity was interpolated from observed gravity values.
 AQ1522
 AQ1522;                    North         East    Units  Estimated Accuracy
 AQ1522;SPC FL E     -   524,061.5     208,302.2     MT  (+/- 3 meters HH1 GPS) 
 AQ1522
 AQ1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0829915014(NAD 83)
 AQ1522
 AQ1522                          SUPERSEDED SURVEY CONTROL
 AQ1522
 AQ1522  NAVD 88 (06/15/91)    0.708  (m)            2.32   (f) SUPERSEDED  2 1
 AQ1522  NGVD 29 (09/01/92)    1.085  (m)            3.56   (f) ADJUSTED    2 1
 AQ1522
 AQ1522.Superseded values are not recommended for survey control.
 AQ1522
 AQ1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1522.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1522
 AQ1522_MARKER: DJ = TIDAL STATION DISK
 AQ1522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AQ1522_SP_SET: SEAWALL
 AQ1522_STAMPING: 1 1973
 AQ1522_MARK LOGO: NOS
 AQ1522_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1522+STABILITY: SURFACE MOTION
 AQ1522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AQ1522+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2022
 AQ1522
 AQ1522  HISTORY     - Date     Condition        Report By
 AQ1522  HISTORY     - 1973     MONUMENTED       NOS
 AQ1522  HISTORY     - 1975     GOOD             FLHD
 AQ1522  HISTORY     - 1978     GOOD             FLDT
 AQ1522  HISTORY     - 1986     GOOD             FLDNR
 AQ1522  HISTORY     - 19950318 POOR             USPSQD
 AQ1522  HISTORY     - 20030808 GOOD             FLDEP
 AQ1522  HISTORY     - 2006     GOOD             FLDEP
 AQ1522  HISTORY     - 20161205 GOOD             NGS
 AQ1522  HISTORY     - 20210323 GOOD             GEOCAC
 AQ1522  HISTORY     - 20220120 GOOD             FLDEP
 AQ1522
 AQ1522                          STATION DESCRIPTION
 AQ1522
 AQ1522'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AQ1522'3 MI N FROM NEW SMYRNA BEACH.
 AQ1522'THE BENCH MARK IS A STANDARD NOD DISK, STAMPED 1 1973, AT COAST
 AQ1522'GUARD BASE, NEW SMYRNA BEACH, SET FLUSH IN TOP CENTER OF 2 FEET
 AQ1522'THICK CONCRETE CAP OF SEAWALL, AT 30 DEG CORNER OF SEAWALL WHERE
 AQ1522'IT REDUCES FROM 2 FEET THICK TO 1 FOOT THICK, ABOUT 5 FEET
 AQ1522'SOUTHWEST OF SOUTHWEST CORNER OF CONCRETE FOUNDATION TO FUEL
 AQ1522'STORAGE TANK.
 AQ1522
 AQ1522                          STATION RECOVERY (1978)
 AQ1522
 AQ1522'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1522'RECOVERED IN GOOD CONDITION.
 AQ1522
 AQ1522                          STATION RECOVERY (1986)
 AQ1522
 AQ1522'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AQ1522'RECOVERED IN GOOD CONDITION.
 AQ1522
 AQ1522                          STATION RECOVERY (1995)
 AQ1522
 AQ1522'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1522'MARK RECOVERED IN POOR CONDITION.
 AQ1522
 AQ1522                          STATION RECOVERY (2003)
 AQ1522
 AQ1522'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AQ1522'THE MARK IS IN NEW SMYRNA BEACH, IN SECTION 5, TOWNSHIP 17 SOUTH,
 AQ1522'RANGE 34 EAST.
 AQ1522'
 AQ1522'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 44 EAST (LIVE
 AQ1522'OAK AVENUE) AND STATE HIGHWAY A1A (LYTLE AVENUE) IN NEW SMYRNA BEACH,
 AQ1522'GO EAST ON STATE HIGHWAY A1A (LYTLE AVENUE) FOR 1.2 MI (1.9 KM) TO THE
 AQ1522'JUNCTION OF PENINSULA AVENUE ON THE LEFT.  TURN LEFT ON PENINSULA
 AQ1522'AVENUE AND GO NORTH FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF STATE
 AQ1522'HIGHWAY 44 (FLAGLER AVENUE).  CONTINUE NORTH ON PENINSULA AVENUE FOR
 AQ1522'2.0 MI (3.2 KM) TO THE ENTRANCE OF THE PONCE DE LEON INLET COAST GUARD
 AQ1522'STATION, PASSING THROUGH THE GATE, GO WEST FOR ABOUT 160.0 FT (48.8 M)
 AQ1522'TO THE FIRST DRIVE ON THE LEFT.  TURN LEFT ON THE DRIVE AND GO SOUTH
 AQ1522'FOR ABOUT 160.0 FT (48.8 M) TO THE SEAWALL, JUST EAST OF THE BOAT RAMP
 AQ1522'AND THE MARK, SET FLUSH IN THE TOP OF THE SOUTH SEAWALL, NEAR THE
 AQ1522'SOUTHWEST CORNER OF A FUEL STORAGE AREA BARRIER WALL, ABOUT 1.5 FT
 AQ1522'(0.5 M) BELOW THE LEVEL OF THE DRIVEWAY.
 AQ1522'
 AQ1522'THE MARK IS LOCATED ABOUT 380.0 FT (115.8 M) SOUTHWEST OF TIDAL MARK
 AQ1522'1147 B, ABOUT 228.0 FT (69.5 M) SOUTHEAST OF TIDAL MARK 1147 A, ABOUT
 AQ1522'180.0 FT (54.9 M) WEST OF THE SOUTHEAST END OF THE SEAWALL, 56.5 FT
 AQ1522'(17.2 M) NORTHEAST OF THE AQUATRAK (TIDE GAGE), 47.9 FT (14.6 M)
 AQ1522'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FUEL STORAGE AREA BARRIER
 AQ1522'WALL 43.1 FT (13.1 M) EAST OF THE SOUTHEAST CORNER OF THE BOAT RAMP,
 AQ1522'1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST AND 0.9 FT (0.3 M)
 AQ1522'NORTH OF THE NORTH FACE OF THE SEAWALL.
 AQ1522
 AQ1522                          STATION RECOVERY (2006)
 AQ1522
 AQ1522'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AQ1522'RECOVERED AS DESCRIBED.
 AQ1522
 AQ1522                          STATION RECOVERY (2016)
 AQ1522
 AQ1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (SWA)
 AQ1522'RECOVERED AS DESCRIBED.
 AQ1522
 AQ1522                          STATION RECOVERY (2021)
 AQ1522
 AQ1522'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1522'ABOUT ONE-THIRD OF THE DISK IS COVERED WITH A NEW CONCRETE PART OF THE
 AQ1522'SEAWALL.  THE WITNESS POST HAS BEEN REMOVED.
 AQ1522
 AQ1522                          STATION RECOVERY (2022)
 AQ1522
 AQ1522'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (JRH)
 AQ1522'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1803 ***********************************************************************
 AQ1803  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1803  DESIGNATION -  872 1147 4
 AQ1803  PID         -  AQ1803
 AQ1803  STATE/COUNTY-  FL/VOLUSIA
 AQ1803  COUNTRY     -  US
 AQ1803  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1803
 AQ1803                         *CURRENT SURVEY CONTROL
 AQ1803  ______________________________________________________________________
 AQ1803* NAD 83(1986) POSITION- 29 03 53.7    (N) 080 54 55.8    (W)   HD_HELD2
 AQ1803* NAVD 88 ORTHO HEIGHT -     2.651 (meters)        8.70  (feet) ADJUSTED
 AQ1803  ______________________________________________________________________
 AQ1803  GEOID HEIGHT    -        -28.285 (meters)                     GEOID18
 AQ1803  DYNAMIC HEIGHT  -          2.647 (meters)        8.68  (feet) COMP
 AQ1803  MODELED GRAVITY -    979,265.1   (mgal)                       NAVD 88
 AQ1803
 AQ1803  VERT ORDER      -  FIRST     CLASS II
 AQ1803
 AQ1803.The horizontal coordinates were established by autonomous hand held GPS
 AQ1803.observations and have an estimated accuracy of +/- 10 meters.
 AQ1803
 AQ1803.The orthometric height was determined by differential leveling and
 AQ1803.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1803.in October 2022.
 AQ1803
 AQ1803.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1803.GEOID18 height accuracy estimate available here.
 AQ1803
 AQ1803.This Tidal Bench Mark is designated as VM 5299
 AQ1803.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1803
 AQ1803.Click photographs - Photos may exist for this station.
 AQ1803
 AQ1803.The dynamic height is computed by dividing the NAVD 88
 AQ1803.geopotential number by the normal gravity value computed on the
 AQ1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1803.degrees latitude (g = 980.6199 gals.).
 AQ1803
 AQ1803.The modeled gravity was interpolated from observed gravity values.
 AQ1803
 AQ1803;                    North         East    Units  Estimated Accuracy
 AQ1803;SPC FL E     -   524,228.      208,228.      MT  (+/- 10 meters HH2 GPS)
 AQ1803
 AQ1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0822515180(NAD 83)
 AQ1803
 AQ1803                          SUPERSEDED SURVEY CONTROL
 AQ1803
 AQ1803  NAVD 88 (04/08/09)    2.642  (m)            8.67   (f) SUPERSEDED  1 2
 AQ1803  NAVD 88 (06/15/91)    2.667  (m)            8.75   (f) SUPERSEDED  2 1
 AQ1803  NGVD 29 (09/01/92)    3.045  (m)            9.99   (f) ADJUSTED    2 1
 AQ1803
 AQ1803.Superseded values are not recommended for survey control.
 AQ1803
 AQ1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1803.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1803
 AQ1803_MARKER: DJ = TIDAL STATION DISK
 AQ1803_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AQ1803_SP_SET: GARAGE DOORWAY FOUNDATION
 AQ1803_STAMPING: 4 1973
 AQ1803_MARK LOGO: NOS
 AQ1803_MAGNETIC: N = NO MAGNETIC MATERIAL
 AQ1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AQ1803+STABILITY: SURFACE MOTION
 AQ1803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AQ1803+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2022
 AQ1803
 AQ1803  HISTORY     - Date     Condition        Report By
 AQ1803  HISTORY     - 1973     MONUMENTED       NOS
 AQ1803  HISTORY     - 1978     GOOD             FLDT
 AQ1803  HISTORY     - 1986     GOOD             FLDNR
 AQ1803  HISTORY     - 19950318 GOOD             USPSQD
 AQ1803  HISTORY     - 20030808 GOOD             FLDEP
 AQ1803  HISTORY     - 2006     GOOD             FLDEP
 AQ1803  HISTORY     - 20161205 GOOD             NGS
 AQ1803  HISTORY     - 20210323 GOOD             GEOCAC
 AQ1803  HISTORY     - 20220121 POOR             FLDEP
 AQ1803
 AQ1803                          STATION DESCRIPTION
 AQ1803
 AQ1803'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1803'3 MI NE FROM NEW SMYRNA BEACH.
 AQ1803'3 MILES NORTHEAST OF NEW SMYRNA BEACH, AT THE NEW SMYRNA BEACH COAST
 AQ1803'GUARD BASE, NEAR THE CENTER OF THE EAST SIDE OF THE GARAGE, SET FLUSH
 AQ1803'IN THE 1 FOOT THICK CONCRETE FOUNDATION, ABOUT LEVEL WITH THE BLACKTOP
 AQ1803'DRIVE, 6 INCHES SOUTH OF THE SOUTH SIDE OF THE CENTER BUILDING SUPPORT
 AQ1803'BETWEEN THE TWO CENTER DOORWAYS.
 AQ1803
 AQ1803                          STATION RECOVERY (1986)
 AQ1803
 AQ1803'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AQ1803'THE MARK IS LOCATED AT THE U.S. COAST GUARD STATION AT PONCE INLET,
 AQ1803'NEW SMYRNA BEACH.  THE MARK IS SET IN THE ONE FOOT THICK CONCRETE
 AQ1803'FOUNDATION OF THE GARAGE.  THE MARK IS NEAR THE CENTER OF THE EAST
 AQ1803'SIDE OF THE GARAGE AND IS SET IN THE GARAGE DOORWAY.  THE MARK BEARS
 AQ1803'0.5 FOOT SOUTH OF THE SOUTH SIDE OF THE CENTER BUILDING SUPPORT
 AQ1803'BETWEEN THE TWO CENTER DOORWAYS.
 AQ1803
 AQ1803                          STATION RECOVERY (1995)
 AQ1803
 AQ1803'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1803'RECOVERED IN GOOD CONDITION.
 AQ1803
 AQ1803                          STATION RECOVERY (2003)
 AQ1803
 AQ1803'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003 (JLM)
 AQ1803'RECOVERED IN GOOD CONDITION.
 AQ1803
 AQ1803                          STATION RECOVERY (2006)
 AQ1803
 AQ1803'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AQ1803'RECOVERED AS DESCRIBED.
 AQ1803
 AQ1803                          STATION RECOVERY (2016)
 AQ1803
 AQ1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (SWA)
 AQ1803'RECOVERED AS DESCRIBED.
 AQ1803
 AQ1803                          STATION RECOVERY (2021)
 AQ1803
 AQ1803'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1803'RECOVERED IN GOOD CONDITION.
 AQ1803
 AQ1803                          STATION RECOVERY (2022)
 AQ1803
 AQ1803'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (JRH)
 AQ1803'RECOVERED IN POOR CONDITION.
 AQ1803'
 AQ1803'NOTE-SEE PHOTO.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6692 ***********************************************************************
 DK6692  TIDAL BM    -  This is a Tidal Bench Mark.
 DK6692  DESIGNATION -  872 1147 A
 DK6692  PID         -  DK6692
 DK6692  STATE/COUNTY-  FL/VOLUSIA
 DK6692  COUNTRY     -  US
 DK6692  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DK6692
 DK6692                         *CURRENT SURVEY CONTROL
 DK6692  ______________________________________________________________________
 DK6692* NAD 83(1986) POSITION- 29 03 48.53   (N) 080 54 55.65   (W)   HD_HELD1
 DK6692* NAVD 88 ORTHO HEIGHT -     0.863 (meters)        2.83  (feet) ADJUSTED
 DK6692  ______________________________________________________________________
 DK6692  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 DK6692  DYNAMIC HEIGHT  -          0.861 (meters)        2.82  (feet) COMP
 DK6692  MODELED GRAVITY -    979,264.9   (mgal)                       NAVD 88
 DK6692
 DK6692  VERT ORDER      -  FIRST     CLASS II
 DK6692
 DK6692.The horizontal coordinates were determined by differentially corrected
 DK6692.hand held GPS observations or other comparable positioning techniques
 DK6692.and have an estimated accuracy of +/- 3 meters.
 DK6692
 DK6692.The orthometric height was determined by differential leveling and
 DK6692.adjusted by the NATIONAL GEODETIC SURVEY
 DK6692.in April 2009.
 DK6692
 DK6692.No vertical observational check was made to the station.
 DK6692
 DK6692.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6692.GEOID18 height accuracy estimate available here.
 DK6692
 DK6692.This Tidal Bench Mark is designated as VM 18054
 DK6692.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK6692
 DK6692.Click photographs - Photos may exist for this station.
 DK6692
 DK6692.The dynamic height is computed by dividing the NAVD 88
 DK6692.geopotential number by the normal gravity value computed on the
 DK6692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6692.degrees latitude (g = 980.6199 gals.).
 DK6692
 DK6692.The modeled gravity was interpolated from observed gravity values.
 DK6692
 DK6692;                    North         East    Units  Estimated Accuracy
 DK6692;SPC FL E     -   524,068.5     208,232.1     MT  (+/- 3 meters HH1 GPS) 
 DK6692
 DK6692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0822915021(NAD 83)
 DK6692
 DK6692                          SUPERSEDED SURVEY CONTROL
 DK6692
 DK6692.No superseded survey control is available for this station.
 DK6692
 DK6692_MARKER: F = FLANGE-ENCASED ROD
 DK6692_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6692_STAMPING: 1147 A 1996
 DK6692_MARK LOGO: FLDEP
 DK6692_PROJECTION: FLUSH
 DK6692_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6692+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2021
 DK6692_ROD/PIPE-DEPTH: 14.6 meters
 DK6692
 DK6692  HISTORY     - Date     Condition        Report By
 DK6692  HISTORY     - 1996     MONUMENTED       FLDEP
 DK6692  HISTORY     - 20030808 GOOD             FLDEP
 DK6692  HISTORY     - 2006     GOOD             FLDEP
 DK6692  HISTORY     - 20161205 GOOD             NGS
 DK6692  HISTORY     - 20210323 GOOD             GEOCAC
 DK6692  HISTORY     - 20220203 MARK NOT FOUND   FLDEP
 DK6692
 DK6692                          STATION DESCRIPTION
 DK6692
 DK6692'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DK6692'THE MARK IS IN NEW SMYRNA BEACH, IN SECTION 5, TOWNSHIP 5 SOUTH, RANGE
 DK6692'34 EAST.
 DK6692'
 DK6692'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 44 EAST (LIVE
 DK6692'OAK AVENUE) AND STATE HIGHWAY A1A (LYTLE AVENUE) IN NEW SMYRNA BEACH,
 DK6692'GO EAST ON STATE HIGHWAY A1A (LYTLE AVENUE) FOR 1.2 MI (1.9 KM) TO THE
 DK6692'JUNCTION OF PENINSULA AVENUE ON THE LEFT.  TURN LEFT ON PENINSULA
 DK6692'AVENUE AND GO NORTH FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF STATE
 DK6692'HIGHWAY 44 (FLAGLER AVENUE).  CONTINUE NORTH ON PENINSULA AVENUE FOR
 DK6692'2.0 MI (3.2 KM) TO THE ENTRANCE OF THE PONCE DE LEON INLET COAST GUARD
 DK6692'STATION, PASSING THROUGH THE GATE, GO WEST FOR ABOUT 160.0 FT (48.8 M)
 DK6692'TO THE FIRST DRIVE ON THE LEFT.  TURN LEFT ON THE DRIVE AND GO SOUTH
 DK6692'FOR ABOUT 160.0 FT (48.8 M) TO THE SEAWALL, JUST EAST OF THE BOAT RAMP
 DK6692'AND THE END OF TRUCK TRAVEL, NOW BY WALKING, GO SOUTH FOR ABOUT 200.0
 DK6692'FT (61.0 M) TO THE MARK, NEAR THE SOUTHWEST CORNER OF A ASPHALT
 DK6692'HELICOPTER PAD, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DK6692'48.0 FT (14.6 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH
 DK6692'THE GROUND, THE DATUM POINT IS RECESSED 0.3 FT (0.1 M) BELOW THE LEVEL
 DK6692'OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DK6692'
 DK6692'THE MARK IS LOCATED ABOUT 228.0 FT (69.5 M) WEST OF TIDAL MARK NO 1,
 DK6692'ABOUT 208.0 FT (63.4 M) WEST-NORTHWEST OF THE AQUATRAK (TIDE GAGE),
 DK6692'13.2 FT (4.0 M) NORTHEAST OF THE SOUTHWEST CORNER OF THE SEAWALL, 11.0
 DK6692'FT (3.4 M) NORTHEAST OF A CARSONITE WITNESS POST, 10.3 FT (3.1 M)
 DK6692'NORTH OF THE SOUTH EDGE OF THE SEAWALL AND 9.8 FT (3.0 M) SOUTHWEST OF
 DK6692'THE SOUTHWEST CORNER OF THE HELICOPTER PAD.
 DK6692'
 DK6692'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DK6692'NATIONAL GEODETIC SURVEY LOGO CAP.
 DK6692'
 DK6692'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DK6692'CAP.
 DK6692
 DK6692                          STATION RECOVERY (2006)
 DK6692
 DK6692'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6692'THE MARK IS IN NEW SMYRNA BEACH, AT THE SOUTHWEST CORNER OF THE PONCE
 DK6692'DE LEON INLET  COAST GUARD STATION (2999 NORTH PENINSULA AVENUE), IN
 DK6692'SECTION 32, TOWNSHIP 17 SOUTH,  RANGE 34 EAST.
 DK6692'
 DK6692'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 44 EAST (LIVE
 DK6692'OAK AVENUE) AND  STATE HIGHWAY A1A (LYTLE AVENUE) IN NEW SMYRNA BEACH,
 DK6692'GO EAST ON STATE HIGHWAY A1A  (LYTLE AVENUE) FOR 1.2 MI TO THE
 DK6692'JUNCTION OF PENINSULA AVENUE ON THE LEFT, TURN LEFT ON  PENINSULA
 DK6692'AVENUE AND GO NORTH FOR 0.6 MI TO THE INTERSECTION OF STATE HIGHWAY 44
 DK6692'(FLAGLER AVENUE), CONTINUE NORTH ON PENINSULA AVENUE FOR 2.0 MI TO THE
 DK6692'ENTRANCE OF THE  PONCE DE LEON INLET COAST GUARD STATION, PASSING
 DK6692'THROUGH THE GATE, GO WEST FOR  ABOUT 160.0 FT TO THE FIRST DRIVE ON
 DK6692'THE LEFT, TURN LEFT ON THE DRIVE AND GO SOUTH FOR  ABOUT 160.0 FT TO
 DK6692'THE SEAWALL, JUST EAST OF THE BOAT RAMP AND THE END OF TRUCK TRAVEL,
 DK6692'NOW BY WALKING, GO WEST ABOUT 200.0 FT TO THE MARK NEAR THE SOUTHWEST
 DK6692'CORNER OF A  ASPHALT HELICOPTER PAD, A STAINLESS STEEL ROD DRIVEN TO
 DK6692'REFUSAL AT A DEPTH OF 48.0 FT  WITH A NGS LOGO CAP FLUSH WITH THE
 DK6692'GROUND, THE DATUM POINT IS RECESSED 0.3 FT BELOW  THE LEVEL OF THE NGS
 DK6692'LOGO CAP.
 DK6692'
 DK6692'LOCATED ABOUT 228.0 FT WEST OF NOS DISK 1 1973, ABOUT 208.0 FT
 DK6692'WEST-NORTHWEST OF THE  AQUA TRAK (TIDE GAGE), 13.2 FT NORTHEAST OF THE
 DK6692'SOUTHWEST CORNER OF THE SEAWALL, 11.0 FT  NORTHEAST OF A CARSONITE
 DK6692'WITNESS POST, 10.3 FT NORTH OF THE SOUTH EDGE OF THE SEAWALL  AND 9.8
 DK6692'FT SOUTHWEST OF THE SOUTHWEST CORNER OF THE HELICOPTER PAD.
 DK6692'
 DK6692'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DK6692
 DK6692                          STATION RECOVERY (2016)
 DK6692
 DK6692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (SWA)
 DK6692'RECOVERED AS DESCRIBED.
 DK6692
 DK6692                          STATION RECOVERY (2021)
 DK6692
 DK6692'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DK6692'RECOVERED IN GOOD CONDITION.
 DK6692
 DK6692                          STATION RECOVERY (2022)
 DK6692
 DK6692'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (RMK)
 DK6692'THE ROD MARK WAS DESTROYED.
 DK6692'
 DK6692'NOTE-SEE PHOTO'S.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6690 ***********************************************************************
 DK6690  TIDAL BM    -  This is a Tidal Bench Mark.
 DK6690  DESIGNATION -  872 1147 B
 DK6690  PID         -  DK6690
 DK6690  STATE/COUNTY-  FL/VOLUSIA
 DK6690  COUNTRY     -  US
 DK6690  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DK6690
 DK6690                         *CURRENT SURVEY CONTROL
 DK6690  ______________________________________________________________________
 DK6690* NAD 83(1986) POSITION- 29 03 51.75   (N) 080 54 51.40   (W)   HD_HELD1
 DK6690* NAVD 88 ORTHO HEIGHT -     1.850 (meters)        6.07  (feet) ADJUSTED
 DK6690  ______________________________________________________________________
 DK6690  GEOID HEIGHT    -        -28.285 (meters)                     GEOID18
 DK6690  DYNAMIC HEIGHT  -          1.848 (meters)        6.06  (feet) COMP
 DK6690  MODELED GRAVITY -    979,265.2   (mgal)                       NAVD 88
 DK6690
 DK6690  VERT ORDER      -  FIRST     CLASS II
 DK6690
 DK6690.The horizontal coordinates were determined by differentially corrected
 DK6690.hand held GPS observations or other comparable positioning techniques
 DK6690.and have an estimated accuracy of +/- 3 meters.
 DK6690
 DK6690.The orthometric height was determined by differential leveling and
 DK6690.adjusted by the NATIONAL GEODETIC SURVEY
 DK6690.in October 2022.
 DK6690
 DK6690.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6690.GEOID18 height accuracy estimate available here.
 DK6690
 DK6690.This Tidal Bench Mark is designated as VM 18055
 DK6690.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK6690
 DK6690.Click photographs - Photos may exist for this station.
 DK6690
 DK6690.The dynamic height is computed by dividing the NAVD 88
 DK6690.geopotential number by the normal gravity value computed on the
 DK6690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6690.degrees latitude (g = 980.6199 gals.).
 DK6690
 DK6690.The modeled gravity was interpolated from observed gravity values.
 DK6690
 DK6690;                    North         East    Units  Estimated Accuracy
 DK6690;SPC FL E     -   524,167.7     208,347.0     MT  (+/- 3 meters HH1 GPS) 
 DK6690
 DK6690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0834415120(NAD 83)
 DK6690
 DK6690                          SUPERSEDED SURVEY CONTROL
 DK6690
 DK6690  NAVD 88 (04/08/09)    1.856  (m)            6.09   (f) SUPERSEDED  1 2
 DK6690
 DK6690.Superseded values are not recommended for survey control.
 DK6690
 DK6690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6690.See file dsdata.pdf to determine how the superseded data were derived.
 DK6690
 DK6690_MARKER: DB = BENCH MARK DISK
 DK6690_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6690_SP_SET: NAVIGATION STRUCTURE BASE
 DK6690_STAMPING: 1147 B 1996
 DK6690_MARK LOGO: NOS
 DK6690_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6690_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6690+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2022
 DK6690
 DK6690  HISTORY     - Date     Condition        Report By
 DK6690  HISTORY     - 1996     MONUMENTED       FLDEP
 DK6690  HISTORY     - 20030808 GOOD             FLDEP
 DK6690  HISTORY     - 2006     GOOD             FLDEP
 DK6690  HISTORY     - 20210323 GOOD             GEOCAC
 DK6690  HISTORY     - 20220120 GOOD             FLDEP
 DK6690
 DK6690                          STATION DESCRIPTION
 DK6690
 DK6690'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DK6690'THE MARK IS IN NEW SMYRNA BEACH, IN SECTION 5, TOWNSHIP 17 SOUTH,
 DK6690'RANGE 34 EAST.
 DK6690'
 DK6690'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 44 EAST (LIVE
 DK6690'OAK AVENUE) AND STATE HIGHWAY A1A (LYTLE AVENUE) IN NEW SMYRNA BEACH,
 DK6690'GO EAST ON STATE HIGHWAY A1A (LYTLE AVENUE) FOR 1.2 MI (1.9 KM) TO THE
 DK6690'JUNCTION OF PENINSULA AVENUE ON THE LEFT.  TURN LEFT ON PENINSULA
 DK6690'AVENUE AND GO NORTH FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF STATE
 DK6690'HIGHWAY 44 (FLAGLER AVENUE).  CONTINUE NORTH ON PENINSULA AVENUE FOR
 DK6690'2.0 MI (3.2 KM) TO THE ENTRANCE OF THE PONCE DE LEON INLET COAST GUARD
 DK6690'STATION AND THE MARK ON THE LEFT, SET FLUSH IN THE SOUTHWEST CORNER OF
 DK6690'THE CONCRETE BASE OF A NAVIGATION AID STRUCTURE, WEST OF THE STATIONS
 DK6690'PROPERTY FENCE, THE CONCRETE BASE IS PROJECTING ABOUT 0.5 FT (0.2 M)
 DK6690'ABOVE THE LEVEL OF THE GROUND.
 DK6690'
 DK6690'THE MARK IS LOCATED ABOUT 440.0 FT (134.1 M) EAST-SOUTHEAST OF TIDAL
 DK6690'MARK NO 4, ABOUT 380.0 FT (115.8 M) NORTHEAST OF TIDAL MARK NO 1, 65.5
 DK6690'FT (20.0 M) NORTHEAST OF THE NORTHEAST CORNER OF THE BILLETING AND
 DK6690'DINING HALL BUILDING, 22.0 FT (6.7 M) SOUTHWEST OF THE APPROXIMATE
 DK6690'CENTERLINE OF THE SOUTH ENTRANCE GATE, 18.2 FT (5.5 M) WEST OF A 6.0
 DK6690'FT (1.8 M) TALL CHAIN LINK PROPERTY LINE FENCE, 14.2 FT (4.3 M) SOUTH
 DK6690'OF THE APPROXIMATE CENTERLINE OF THE STATION ROAD, 0.6 FT (0.2 M)
 DK6690'NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE AND 0.6 FT (0.2
 DK6690'M) EAST OF A CARSONITE WITNESS POST.
 DK6690
 DK6690                          STATION RECOVERY (2006)
 DK6690
 DK6690'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6690'THE MARK IS IN NEW SMYRNA BEACH, AT THE MAIN GATE (SOUTH) OF THE PONCE
 DK6690'DE LEON INLET  COAST GUARD STATION (2999 NORTH PENINSULA AVENUE), IN
 DK6690'SECTION 32, TOWNSHIP 16 SOUTH,  RANGE 34 EAST.
 DK6690'
 DK6690'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 44 EAST (LIVE
 DK6690'OAK AVENUE) AND  STATE HIGHWAY A1A (LYTLE AVENUE) IN NEW SMYRNA BEACH,
 DK6690'GO EAST ON STATE HIGHWAY A1A  (LYTLE AVENUE) FOR 1.2 MI TO THE
 DK6690'JUNCTION OF PENINSULA AVENUE ON THE LEFT, TURN LEFT ON  PENINSULA
 DK6690'AVENUE AND GO NORTH FOR 0.6 MI TO THE INTERSECTION OF STATE HIGHWAY 44
 DK6690'(FLAGLER AVENUE), CONTINUE NORTH ON PENINSULA AVENUE FOR 2.0 MI TO THE
 DK6690'ENTRANCE OF THE  PONCE DE LEON INLET COAST GUARD STATION AND THE MARK
 DK6690'ON THE LEFT, SET FLUSH IN THE  SOUTHWEST CORNER OF THE CONCRETE BASE
 DK6690'OF A NAVIGATION AID STRUCTURE WEST OF THE  STATIONS PROPERTY FENCE,
 DK6690'THE BASE IS ABOUT 0.5 FT ABOVE THE LEVEL OF THE GROUND.
 DK6690'
 DK6690'LOCATED ABOUT 440.0 FT EAST-SOUTHEAST OF NOS DISK 4 1973, ABOUT 380.0
 DK6690'FT NORTHEAST OF  NOS DISK 1 1973, 65.5 FT NORTHEAST OF THE NORTHEAST
 DK6690'CORNER OF THE BILLETING AND DINING  HALL BUILDING, 22.0 FT SOUTHWEST
 DK6690'OF THE APPROXIMATE CENTERLINE OF THE SOUTH ENTRANCE  GATE, 18.2 FT
 DK6690'WEST OF A 6.0 FT TALL CHAIN LINK PROPERTY LINE FENCE, 14.2 FT SOUTH OF
 DK6690'THE  APPROXIMATE CENTERLINE OF THE STATION ROAD, 0.6 FT NORTHEAST OF
 DK6690'THE SOUTHWEST CORNER  OF THE CONCRETE BASE AND 0.6 FT EAST OF A
 DK6690'CARSONITE WITNESS POST.
 DK6690
 DK6690                          STATION RECOVERY (2021)
 DK6690
 DK6690'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DK6690'THE WITNESS POST HAS BEEN REMOVED.
 DK6690
 DK6690                          STATION RECOVERY (2022)
 DK6690
 DK6690'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (JRH)
 DK6690'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6689 ***********************************************************************
 DK6689  TIDAL BM    -  This is a Tidal Bench Mark.
 DK6689  DESIGNATION -  872 1147 C
 DK6689  PID         -  DK6689
 DK6689  STATE/COUNTY-  FL/VOLUSIA
 DK6689  COUNTRY     -  US
 DK6689  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DK6689
 DK6689                         *CURRENT SURVEY CONTROL
 DK6689  ______________________________________________________________________
 DK6689* NAD 83(1986) POSITION- 29 03 55.85   (N) 080 54 53.17   (W)   HD_HELD1
 DK6689* NAVD 88 ORTHO HEIGHT -     1.406 (meters)        4.61  (feet) ADJUSTED
 DK6689  ______________________________________________________________________
 DK6689  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 DK6689  DYNAMIC HEIGHT  -          1.404 (meters)        4.61  (feet) COMP
 DK6689  MODELED GRAVITY -    979,265.3   (mgal)                       NAVD 88
 DK6689
 DK6689  VERT ORDER      -  FIRST     CLASS II
 DK6689
 DK6689.The horizontal coordinates were determined by differentially corrected
 DK6689.hand held GPS observations or other comparable positioning techniques
 DK6689.and have an estimated accuracy of +/- 3 meters.
 DK6689
 DK6689.The orthometric height was determined by differential leveling and
 DK6689.adjusted by the NATIONAL GEODETIC SURVEY
 DK6689.in April 2009.
 DK6689
 DK6689.No vertical observational check was made to the station.
 DK6689
 DK6689.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6689.GEOID18 height accuracy estimate available here.
 DK6689
 DK6689.This Tidal Bench Mark is designated as VM 18056
 DK6689.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK6689
 DK6689.Click photographs - Photos may exist for this station.
 DK6689
 DK6689.The dynamic height is computed by dividing the NAVD 88
 DK6689.geopotential number by the normal gravity value computed on the
 DK6689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6689.degrees latitude (g = 980.6199 gals.).
 DK6689
 DK6689.The modeled gravity was interpolated from observed gravity values.
 DK6689
 DK6689;                    North         East    Units  Estimated Accuracy
 DK6689;SPC FL E     -   524,293.9     208,299.0     MT  (+/- 3 meters HH1 GPS) 
 DK6689
 DK6689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0829615247(NAD 83)
 DK6689
 DK6689                          SUPERSEDED SURVEY CONTROL
 DK6689
 DK6689.No superseded survey control is available for this station.
 DK6689
 DK6689_STAMPING: 1147 C 1996
 DK6689_MARK LOGO: NGS
 DK6689_PROJECTION: FLUSH
 DK6689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6689+SATELLITE: SATELLITE OBSERVATIONS - 2006
 DK6689_ROD/PIPE-DEPTH: 15.5 meters
 DK6689
 DK6689  HISTORY     - Date     Condition        Report By
 DK6689  HISTORY     - 1996     MONUMENTED       FLDEP
 DK6689  HISTORY     - 20030808 GOOD             FLDEP
 DK6689  HISTORY     - 2006     GOOD             FLDEP
 DK6689  HISTORY     - 20210323 MARK NOT FOUND   GEOCAC
 DK6689
 DK6689                          STATION DESCRIPTION
 DK6689
 DK6689'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DK6689'THE MARK IS IN NEW SMYRNA BEACH, IN SECTION 32, TOWNSHIP 16 SOUTH,
 DK6689'RANGE 34 EAST.
 DK6689'
 DK6689'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 44 EAST (LIVE
 DK6689'OAK AVENUE) AND STATE HIGHWAY A1A (LYTLE AVENUE) IN NEW SMYRNA BEACH,
 DK6689'GO EAST ON STATE HIGHWAY A1A (LYTLE AVENUE) FOR 1.2 MI (1.9 KM) TO THE
 DK6689'JUNCTION OF PENINSULA AVENUE ON THE LEFT.  TURN LEFT ON PENINSULA
 DK6689'AVENUE AND GO NORTH FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF STATE
 DK6689'HIGHWAY 44 (FLAGLER AVENUE).  CONTINUE NORTH ON PENINSULA AVENUE FOR
 DK6689'2.0 MI (3.2 KM) TO THE ENTRANCE OF THE PONCE DE LEON INLET COAST GUARD
 DK6689'STATION, PASSING THROUGH THE GATE, GO WEST THEN NORTHEAST FOR 0.15 MI
 DK6689'(0.2 KM) TO THE NORTH GATE AND THE MARK ON THE RIGHT, A STAINLESS
 DK6689'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 51.0 FT (15.5 M) WITH A
 DK6689'NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND, THE DATUM
 DK6689'POINT IS RECESSED 0.3 FT (0.1 M) BELOW THE LEVEL OF THE NATIONAL
 DK6689'GEODETIC SURVEY LOGO CAP.
 DK6689'
 DK6689'THE MARK IS LOCATED ABOUT 321.0 FT (97.8 M) NORTHEAST OF TIDAL MARK NO
 DK6689'4, 13.6 FT (4.1 M) SOUTHWEST OF THE APPROXIMATE CENTER OF THE NORTH
 DK6689'GATE, 12.7 FT (3.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE COAST
 DK6689'GUARD STATION ROAD, 3.6 FT (1.1 M) WEST OF A 6.0 FT (1.8 M) TALL CHAIN
 DK6689'LINK PROPERTY FENCE LINE AND 3.3 FT (1.0 M) WEST OF A CARSONITE
 DK6689'WITNESS POST.
 DK6689'
 DK6689'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DK6689'NATIONAL GEODETIC SURVEY LOGO CAP.
 DK6689'
 DK6689'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DK6689'CAP.
 DK6689
 DK6689                          STATION RECOVERY (2006)
 DK6689
 DK6689'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6689'THE MARK IS IN NEW SMYRNA BEACH, AT THE NORTH GATE OF THE PONCE DE
 DK6689'LEON INLET COAST  GUARD STATION (2999 NORTH PENINSULA AVENUE), NEAR
 DK6689'THE EAST BANK OF THE INDIAN RIVER, IN  SECTION 32, TOWNSHIP 16 SOUTH,
 DK6689'RANGE 34 EAST.
 DK6689'
 DK6689'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 44 EAST (LIVE
 DK6689'OAK AVENUE) AND  STATE HIGHWAY A1A (LYTLE AVENUE) IN NEW SMYRNA BEACH,
 DK6689'GO EAST ON STATE HIGHWAY A1A  (LYTLE AVENUE) FOR 1.2 MI TO THE
 DK6689'JUNCTION OF PENINSULA AVENUE ON THE LEFT, TURN LEFT ON  PENINSULA
 DK6689'AVENUE AND GO NORTH FOR 0.6 MI TO THE INTERSECTION OF STATE HIGHWAY 44
 DK6689'(FLAGLER AVENUE), CONTINUE NORTH ON PENINSULA AVENUE FOR 2.0 MI TO THE
 DK6689'ENTRANCE OF THE  PONCE DE LEON INLET COAST GUARD STATION, PASSING
 DK6689'THROUGH THE GATE, GO WEST THEN  NORTHEAST FOR 0.15 MI TO THE NORTH
 DK6689'GATE AND THE MARK ON THE RIGHT, A STAINLESS STEEL  ROD DRIVEN TO
 DK6689'REFUSAL AT A DEPTH OF 51.0 FT WITH AN NGS LOGO CAP FLUSH WITH THE
 DK6689'GROUND,  THE DATUM POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS
 DK6689'LOGO CAP.
 DK6689'
 DK6689'LOCATED ABOUT 321.0 FT NORTHEAST OF NOS DISK 4 1973, 13.6 FT SOUTHWEST
 DK6689'OF THE  APPROXIMATE CENTER OF THE NORTH GATE, 12.7 FT SOUTH OF THE
 DK6689'APPROXIMATE CENTERLINE OF  THE COAST GUARD STATION ROAD, 3.6 FT WEST
 DK6689'OF A 6.0 FT TALL CHAINLINK PROPERTY FENCE AND  3.3 FT WEST OF A
 DK6689'CARSONITE WITNESS POST.
 DK6689'
 DK6689'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DK6689'
 DK6689'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DK6689
 DK6689                          STATION RECOVERY (2021)
 DK6689
 DK6689'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DK6689'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR7865 ***********************************************************************
 DR7865  TIDAL BM    -  This is a Tidal Bench Mark.
 DR7865  DESIGNATION -  872 1147 D
 DR7865  PID         -  DR7865
 DR7865  STATE/COUNTY-  FL/VOLUSIA
 DR7865  COUNTRY     -  US
 DR7865  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DR7865
 DR7865                         *CURRENT SURVEY CONTROL
 DR7865  ______________________________________________________________________
 DR7865* NAD 83(1986) POSITION- 29 03 56.47   (N) 080 54 54.78   (W)   HD_HELD1
 DR7865* NAVD 88 ORTHO HEIGHT -     1.770 (meters)        5.81  (feet) ADJUSTED
 DR7865  ______________________________________________________________________
 DR7865  GEOID HEIGHT    -        -28.286 (meters)                     GEOID18
 DR7865  DYNAMIC HEIGHT  -          1.767 (meters)        5.80  (feet) COMP
 DR7865  MODELED GRAVITY -    979,265.3   (mgal)                       NAVD 88
 DR7865
 DR7865  VERT ORDER      -  FIRST     CLASS II
 DR7865
 DR7865.The horizontal coordinates were determined by differentially corrected
 DR7865.hand held GPS observations or other comparable positioning techniques
 DR7865.and have an estimated accuracy of +/- 3 meters.
 DR7865
 DR7865.The orthometric height was determined by differential leveling and
 DR7865.adjusted by the NATIONAL GEODETIC SURVEY
 DR7865.in October 2022.
 DR7865
 DR7865.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7865.GEOID18 height accuracy estimate available here.
 DR7865
 DR7865.This Tidal Bench Mark is designated as VM 24635
 DR7865.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR7865
 DR7865.Click photographs - Photos may exist for this station.
 DR7865
 DR7865.The dynamic height is computed by dividing the NAVD 88
 DR7865.geopotential number by the normal gravity value computed on the
 DR7865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7865.degrees latitude (g = 980.6199 gals.).
 DR7865
 DR7865.The modeled gravity was interpolated from observed gravity values.
 DR7865
 DR7865;                    North         East    Units  Estimated Accuracy
 DR7865;SPC FL E     -   524,313.0     208,255.5     MT  (+/- 3 meters HH1 GPS) 
 DR7865
 DR7865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0825215266(NAD 83)
 DR7865
 DR7865                          SUPERSEDED SURVEY CONTROL
 DR7865
 DR7865.No superseded survey control is available for this station.
 DR7865
 DR7865_MARKER: F = FLANGE-ENCASED ROD
 DR7865_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7865_STAMPING: 1147 D 2022
 DR7865_MARK LOGO: FLDEP
 DR7865_PROJECTION: RECESSED 8 CENTIMETERS
 DR7865_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR7865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7865+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2022
 DR7865_ROD/PIPE-DEPTH: 24.4 meters
 DR7865
 DR7865  HISTORY     - Date     Condition        Report By
 DR7865  HISTORY     - 20220119 MONUMENTED       FLDEP
 DR7865
 DR7865                          STATION DESCRIPTION
 DR7865
 DR7865'DESCRIBED BY FL DEPT OF ENV PRO 2022 (JRH)
 DR7865'THE MARK IS ABOUT 6.8 MI (10.9 KM) SOUTHEAST OF PORT ORANGE, 5.4 MI
 DR7865'(8.7 KM) NORTH OF EDGEWATER, 2.9 MI (4.7 KM) NORTH-NORTHEAST OF NEW
 DR7865'SMYRNA BEACH, IN SECTION 32, TOWNSHIP 16 SOUTH, RANGE 34 EAST.   TO
 DR7865'REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 44 EAST (LIVE
 DR7865'OAK AVENUE) AND STATE HIGHWAY A1A (LYTLE AVENUE) IN NEW SMYRNA BEACH,
 DR7865'GO EAST ON STATE HIGHWAY A1A (LYTLE AVENUE) FOR 1.2 MI (1.9 KM) TO THE
 DR7865'JUNCTION OF PENINSULA AVENUE ON THE LEFT.  TURN LEFT ON PENINSULA
 DR7865'AVENUE AND GO NORTH FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF STATE
 DR7865'HIGHWAY 44 (FLAGLER AVENUE).  CONTINUE NORTH ON PENINSULA AVENUE FOR
 DR7865'1.7 MI (2.7 KM) TO THE JUNCTION OF MINORCA BEACH WAY ON THE RIGHT.
 DR7865'CONTINUE NORTH CURVING WEST FOR 0.3 MI (0.5 KM) TO THE ENTRANCE OF
 DR7865'VOLUSIA COUNTIES SMYRNA DUNES PARK ON THE RIGHT.  TURN RIGHT AND GO
 DR7865'NORTHWESTERLY FOR 0.15 MI (0.24 KM) TO THE RESTROOM AND PARKING LOT
 DR7865'AREA.  TURN LEFT AND GO WEST FOR 100.0 FT (30.5 M) TO THE END OF THE
 DR7865'ASPHALT AND BEGINNING OF A SAND TRAIL ROAD FOR BEACH AND PIER ACCESS
 DR7865'AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO 80.0 FT
 DR7865'(24.4 M) WITH A (FLDEP) LOGO CAP RECESSED 0.3 FT (9 CM) BELOW THE
 DR7865'LEVEL OF THE GROUND, THE DATUM POINT IS 0.25 FT (8 CM) BELOW (FLDEP)
 DR7865'LOGO CAP.
 DR7865'
 DR7865'LOCATED 152.3 FT (46.4 M) SOUTHWEST OF THE CENTERLINE OF NORTH
 DR7865'PENINSULA AVENUE, 16.0 FT (4.9 M) SOUTH OF THE CENTERLINE OF SAND
 DR7865'TRAIL ROAD, 13.6 FT (4.1 M) NORTHEAST OF A WOODEN LIGHT POLE NUMBER
 DR7865'JC5087 AND 5.2 FT (1.6 M) NORTHWEST OF A CARSONITE WITNESS POST DRIVEN
 DR7865'AT THE BASE OF 8-FOOT CHAIN LINK FENCE WITH 3-STRAN BARBED WIRE.
 DR7865'
 DR7865'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR7865'
 DR7865'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR7865'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR7866 ***********************************************************************
 DR7866  TIDAL BM    -  This is a Tidal Bench Mark.
 DR7866  DESIGNATION -  872 1147 E
 DR7866  PID         -  DR7866
 DR7866  STATE/COUNTY-  FL/VOLUSIA
 DR7866  COUNTRY     -  US
 DR7866  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DR7866
 DR7866                         *CURRENT SURVEY CONTROL
 DR7866  ______________________________________________________________________
 DR7866* NAD 83(1986) POSITION- 29 04 14.37   (N) 080 54 58.50   (W)   HD_HELD1
 DR7866* NAVD 88 ORTHO HEIGHT -     1.969 (meters)        6.46  (feet) ADJUSTED
 DR7866  ______________________________________________________________________
 DR7866  GEOID HEIGHT    -        -28.293 (meters)                     GEOID18
 DR7866  DYNAMIC HEIGHT  -          1.967 (meters)        6.45  (feet) COMP
 DR7866  MODELED GRAVITY -    979,265.8   (mgal)                       NAVD 88
 DR7866
 DR7866  VERT ORDER      -  FIRST     CLASS II
 DR7866
 DR7866.The horizontal coordinates were determined by differentially corrected
 DR7866.hand held GPS observations or other comparable positioning techniques
 DR7866.and have an estimated accuracy of +/- 3 meters.
 DR7866
 DR7866.The orthometric height was determined by differential leveling and
 DR7866.adjusted by the NATIONAL GEODETIC SURVEY
 DR7866.in October 2022.
 DR7866
 DR7866.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7866.GEOID18 height accuracy estimate available here.
 DR7866
 DR7866.This Tidal Bench Mark is designated as VM 24636
 DR7866.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR7866
 DR7866.Click photographs - Photos may exist for this station.
 DR7866
 DR7866.The dynamic height is computed by dividing the NAVD 88
 DR7866.geopotential number by the normal gravity value computed on the
 DR7866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7866.degrees latitude (g = 980.6199 gals.).
 DR7866
 DR7866.The modeled gravity was interpolated from observed gravity values.
 DR7866
 DR7866;                    North         East    Units  Estimated Accuracy
 DR7866;SPC FL E     -   524,864.0     208,154.5     MT  (+/- 3 meters HH1 GPS) 
 DR7866
 DR7866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0815115816(NAD 83)
 DR7866
 DR7866                          SUPERSEDED SURVEY CONTROL
 DR7866
 DR7866.No superseded survey control is available for this station.
 DR7866
 DR7866_MARKER: F = FLANGE-ENCASED ROD
 DR7866_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7866_STAMPING: 1147 E 2022
 DR7866_MARK LOGO: FLDEP
 DR7866_PROJECTION: RECESSED 8 CENTIMETERS
 DR7866_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR7866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7866+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2022
 DR7866_ROD/PIPE-DEPTH: 24.4 meters
 DR7866
 DR7866  HISTORY     - Date     Condition        Report By
 DR7866  HISTORY     - 20220119 MONUMENTED       FLDEP
 DR7866
 DR7866                          STATION DESCRIPTION
 DR7866
 DR7866'DESCRIBED BY FL DEPT OF ENV PRO 2022 (JRH)
 DR7866'THE MARK IS ABOUT 6.5 MI (10.5 KM) SOUTHEAST OF PORT ORANGE, 5.7 MI
 DR7866'(9.2 KM) NORTH OF EDGEWATER, 3.2 MI (5.1 KM) NORTH-NORTHEAST OF NEW
 DR7866'SMYRNA BEACH, IN SECTION 32, TOWNSHIP 16 SOUTH, RANGE 34 EAST.   TO
 DR7866'REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 44 EAST (LIVE
 DR7866'OAK AVENUE) AND STATE HIGHWAY A1A (LYTLE AVENUE) IN NEW SMYRNA BEACH,
 DR7866'GO EAST ON STATE HIGHWAY A1A (LYTLE AVENUE) FOR 1.2 MI (1.9 KM) TO THE
 DR7866'JUNCTION OF PENINSULA AVENUE ON THE LEFT.  TURN LEFT ON PENINSULA
 DR7866'AVENUE AND GO NORTH FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF STATE
 DR7866'HIGHWAY 44 (FLAGLER AVENUE).  CONTINUE NORTH ON PENINSULA AVENUE FOR
 DR7866'1.7 MI (2.7 KM) TO THE JUNCTION OF MINORCA BEACH WAY ON THE RIGHT.
 DR7866'CONTINUE NORTH CURVING WEST FOR 0.3 MI (0.5 KM) TO THE ENTRANCE OF
 DR7866'VOLUSIA COUNTIES SMYRNA DUNES PARK ON THE RIGHT.  TURN RIGHT AND GO
 DR7866'NORTHWESTERLY FOR 0.15 MI (0.24 KM) TO THE RESTROOM AND PARKING LOT
 DR7866'AREA.  TURN LEFT AND GO WEST FOR 100.0 FT (30.5 M) TO THE END OF THE
 DR7866'ASPHALT AND BEGINNING OF A SAND TRAIL ROAD FOR BEACH AND PIER ACCESS.
 DR7866'TURN RIGHT AND GO NORTH ON SAND TRAIL ROAD FOR 3.5 MI (5.6 KM) TO A
 DR7866'Y-JUNCTION IN THE TRAIL AND THE MARK ON THE RIGHT, A STAINLESS STEEL
 DR7866'ROD DRIVEN TO 80.0 FT (24.4 M) WITH A (FLDEP) LOGO CAP RECESSED 0.3 FT
 DR7866'(9 CM) BELOW THE LEVEL OF THE GROUND, THE DATUM POINT IS RECESSED 0.4
 DR7866'FT (12 CM) BELOW (FLDEP) LOGO CAP.
 DR7866'
 DR7866'LOCATED 68.6 FT (20.9 M) SOUTH OF THE WESTEND OF A 4.0 FT (1.2 M)
 DR7866'WOODEN FENCE, 66.2 FT (20.2 M) EAST OF THE CENTERLINE OF THE SAND
 DR7866'TRAIL ROAD, 32.8 FT (10.0 M) NORTHWEST OF AN 8.0 FT (2.4 M) ELEVATED
 DR7866'BOARDWALK AND 1.5 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DR7866'
 DR7866'NOTE-A MAGGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR7866'
 DR7866'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR7866'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR7867 ***********************************************************************
 DR7867  TIDAL BM    -  This is a Tidal Bench Mark.
 DR7867  DESIGNATION -  872 1147 F
 DR7867  PID         -  DR7867
 DR7867  STATE/COUNTY-  FL/VOLUSIA
 DR7867  COUNTRY     -  US
 DR7867  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DR7867
 DR7867                         *CURRENT SURVEY CONTROL
 DR7867  ______________________________________________________________________
 DR7867* NAD 83(1986) POSITION- 29 04 16.23   (N) 080 55 05.39   (W)   HD_HELD1
 DR7867* NAVD 88 ORTHO HEIGHT -     1.046 (meters)        3.43  (feet) ADJUSTED
 DR7867  ______________________________________________________________________
 DR7867  GEOID HEIGHT    -        -28.294 (meters)                     GEOID18
 DR7867  DYNAMIC HEIGHT  -          1.045 (meters)        3.43  (feet) COMP
 DR7867  MODELED GRAVITY -    979,265.6   (mgal)                       NAVD 88
 DR7867
 DR7867  VERT ORDER      -  FIRST     CLASS II
 DR7867
 DR7867.The horizontal coordinates were determined by differentially corrected
 DR7867.hand held GPS observations or other comparable positioning techniques
 DR7867.and have an estimated accuracy of +/- 3 meters.
 DR7867
 DR7867.The orthometric height was determined by differential leveling and
 DR7867.adjusted by the NATIONAL GEODETIC SURVEY
 DR7867.in October 2022.
 DR7867
 DR7867.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7867.GEOID18 height accuracy estimate available here.
 DR7867
 DR7867.This Tidal Bench Mark is designated as VM 24638
 DR7867.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR7867
 DR7867.Click photographs - Photos may exist for this station.
 DR7867
 DR7867.The dynamic height is computed by dividing the NAVD 88
 DR7867.geopotential number by the normal gravity value computed on the
 DR7867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7867.degrees latitude (g = 980.6199 gals.).
 DR7867
 DR7867.The modeled gravity was interpolated from observed gravity values.
 DR7867
 DR7867;                    North         East    Units  Estimated Accuracy
 DR7867;SPC FL E     -   524,921.1     207,968.1     MT  (+/- 3 meters HH1 GPS) 
 DR7867
 DR7867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0796515874(NAD 83)
 DR7867
 DR7867                          SUPERSEDED SURVEY CONTROL
 DR7867
 DR7867.No superseded survey control is available for this station.
 DR7867
 DR7867_MARKER: F = FLANGE-ENCASED ROD
 DR7867_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7867_STAMPING: 1147 F 2022
 DR7867_MARK LOGO: FLDEP
 DR7867_PROJECTION: RECESSED 8 CENTIMETERS
 DR7867_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR7867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7867+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2022
 DR7867_ROD/PIPE-DEPTH: 24.0 meters
 DR7867
 DR7867  HISTORY     - Date     Condition        Report By
 DR7867  HISTORY     - 20220119 MONUMENTED       FLDEP
 DR7867
 DR7867                          STATION DESCRIPTION
 DR7867
 DR7867'DESCRIBED BY FL DEPT OF ENV PRO 2022 (JRH)
 DR7867'THE MARK IS ABOUT 6.4 MI (10.3 KM) SOUTHEAST OF PORT ORANGE, 5.8 MI
 DR7867'(9.3 KM) NORTH OF EDGEWATER AND 3.2 MI (5.1 KM) NORTH OF NEW SMYRNA
 DR7867'BEACH.   TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 44
 DR7867'EAST (LIVE OAK AVENUE) AND STATE HIGHWAY A1A (LYTLE AVENUE) IN NEW
 DR7867'SMYRNA BEACH, GO EAST ON STATE HIGHWAY A1A (LYTLE AVENUE) FOR 1.2 MI
 DR7867'(1.9 KM) TO THE JUNCTION OF PENINSULA AVENUE ON THE LEFT.  TURN LEFT
 DR7867'ON PENINSULA AVENUE AND GO NORTH FOR 0.6 MI (1.0 KM) TO THE
 DR7867'INTERSECTION OF STATE HIGHWAY 44 (FLAGLER AVENUE).  CONTINUE NORTH ON
 DR7867'PENINSULA AVENUE FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF MINORCA BEACH
 DR7867'WAY ON THE RIGHT.  CONTINUE NORTH CURVING WEST FOR 0.3 MI (0.5 KM) TO
 DR7867'THE ENTRANCE OF VOLUSIA COUNTIES SMYRNA DUNES PARK ON THE RIGHT.  TURN
 DR7867'RIGHT AND GO NORTHWESTERLY FOR 0.15 MI (0.24 KM) TO THE RESTROOM AND
 DR7867'PARKING LOT AREA.  TURN LEFT AND GO WEST FOR 100.0 FT (30.5 M) TO THE
 DR7867'END OF THE ASPHALT AND BEGINNING OF A SAND TRAIL ROAD FOR BEACH AND
 DR7867'PIER ACCESS TURN RIGHT AND GO NORTH ON SAND TRAIL ROAD FOR 3.5 MI (5.6
 DR7867'KM) TO A Y-JUNCTION IN THE TRAIL, GO LEFT AT THE Y-JUNCTION TRAVELING
 DR7867'WESTERLY TO ANOTHER SAND TRAIL JUNCTION ON THE RIGHT AND THE MARK ON
 DR7867'THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO 78.6 FT (24.0 M) WITH A
 DR7867'(FLDEP) LOGO CAP RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND,
 DR7867'THE DATUM POINT IS RECESSED 0.2 FT (6 CM) BELOW (FLDEP) LOGO CAP.
 DR7867'
 DR7867'LOCATED 77.0 FT (23.5 M) EAST OF THE BEACH VEGETATION LINE, 25.0 FT
 DR7867'(7.6 M) SOUTHWEST OF THE CENTERLINE OF THE EAST-WEST TRAIL ROAD, 18.5
 DR7867'FT (5.6 M) NORTHWEST OF THE CENTERLINE OF THE NORTH-SOUTH TRAIL ROAD
 DR7867'AND 1.0 FT (0.3 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DR7867'
 DR7867'NOTE-A MAGGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR7867'
 DR7867'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR7867'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1521 ***********************************************************************
 AQ1521  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1521  DESIGNATION -  872 1147 TIDAL 2
 AQ1521  PID         -  AQ1521
 AQ1521  STATE/COUNTY-  FL/VOLUSIA
 AQ1521  COUNTRY     -  US
 AQ1521  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1521
 AQ1521                         *CURRENT SURVEY CONTROL
 AQ1521  ______________________________________________________________________
 AQ1521* NAD 83(1986) POSITION- 29 03 49.     (N) 080 54 53.     (W)   SCALED
 AQ1521* NAVD 88 ORTHO HEIGHT -     2.086 (meters)        6.84  (feet) ADJUSTED
 AQ1521  ______________________________________________________________________
 AQ1521  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 AQ1521  DYNAMIC HEIGHT  -          2.083 (meters)        6.83  (feet) COMP
 AQ1521  MODELED GRAVITY -    979,265.1   (mgal)                       NAVD 88
 AQ1521
 AQ1521  VERT ORDER      -  SECOND    CLASS I
 AQ1521
 AQ1521.The horizontal coordinates were scaled from a map and have
 AQ1521.an estimated accuracy of +/- 6 seconds.
 AQ1521
 AQ1521.The orthometric height was determined by differential leveling and
 AQ1521.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1521.in June 1991.
 AQ1521
 AQ1521.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1521.GEOID18 height accuracy estimate available here.
 AQ1521
 AQ1521.This Tidal Bench Mark is designated as VM 5297
 AQ1521.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1521
 AQ1521.Click photographs - Photos may exist for this station.
 AQ1521
 AQ1521.The dynamic height is computed by dividing the NAVD 88
 AQ1521.geopotential number by the normal gravity value computed on the
 AQ1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1521.degrees latitude (g = 980.6199 gals.).
 AQ1521
 AQ1521.The modeled gravity was interpolated from observed gravity values.
 AQ1521
 AQ1521;                    North         East    Units  Estimated Accuracy
 AQ1521;SPC FL E     -   524,080.      208,300.      MT  (+/- 180 meters Scaled)
 AQ1521
 AQ1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN083150(NAD 83)
 AQ1521
 AQ1521                          SUPERSEDED SURVEY CONTROL
 AQ1521
 AQ1521  NGVD 29 (09/01/92)    2.465  (m)            8.09   (f) ADJUSTED    2 1
 AQ1521
 AQ1521.Superseded values are not recommended for survey control.
 AQ1521
 AQ1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1521.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1521
 AQ1521_MARKER: DJ = TIDAL STATION DISK
 AQ1521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1521_SP_SET: BOATHOUSE FOUNDATION
 AQ1521_STAMPING: 2 1973
 AQ1521_MARK LOGO: NOS
 AQ1521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1521
 AQ1521  HISTORY     - Date     Condition        Report By
 AQ1521  HISTORY     - 1973     MONUMENTED       NOS
 AQ1521  HISTORY     - 1975     GOOD             FLHD
 AQ1521  HISTORY     - 1978     GOOD             FLDT
 AQ1521  HISTORY     - 1986     GOOD             FLDNR
 AQ1521  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1521  HISTORY     - 20210323 MARK NOT FOUND   GEOCAC
 AQ1521
 AQ1521                          STATION DESCRIPTION
 AQ1521
 AQ1521'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AQ1521'3 MI NE FROM NEW SMYRNA BEACH.
 AQ1521'THE BENCH MARK IS A STANDARD NOS DISK, STAMPED 2 1973, AT COAST
 AQ1521'GUARD BASE, NEW SMYRNA BEACH, ON THE SOUTH SIDE OF THE BOATHOUSE,
 AQ1521'SET FLUSH IN THE CENTER OF THE 1 FOOT THICK CONCRETE FOUNDATION,
 AQ1521'ABOUT LEVEL WITH THE GROUND, AT THE DOORWAY ON THE EAST SIDE,
 AQ1521'ABOUT 18 FEET WEST OF THE SOUTHEAST CORNER OF BUILDING, 9 FEET
 AQ1521'WEST OF THE EAST SIDE OF DOORWAY.
 AQ1521
 AQ1521                          STATION RECOVERY (1978)
 AQ1521
 AQ1521'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1521'RECOVERED IN GOOD CONDITION.
 AQ1521
 AQ1521                          STATION RECOVERY (1986)
 AQ1521
 AQ1521'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AQ1521'RECOVERED IN GOOD CONDITION.
 AQ1521
 AQ1521                          STATION RECOVERY (1995)
 AQ1521
 AQ1521'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1521'MARK NOT FOUND.
 AQ1521
 AQ1521                          STATION RECOVERY (2021)
 AQ1521
 AQ1521'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1521'THE BOATHOUSE AND ITS FOUNDATION HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1520 ***********************************************************************
 AQ1520  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1520  DESIGNATION -  872 1147 TIDAL 3
 AQ1520  PID         -  AQ1520
 AQ1520  STATE/COUNTY-  FL/VOLUSIA
 AQ1520  COUNTRY     -  US
 AQ1520  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1520
 AQ1520                         *CURRENT SURVEY CONTROL
 AQ1520  ______________________________________________________________________
 AQ1520* NAD 83(1986) POSITION- 29 03 49.     (N) 080 54 53.     (W)   SCALED
 AQ1520* NAVD 88 ORTHO HEIGHT -     2.096 (meters)        6.88  (feet) ADJUSTED
 AQ1520  ______________________________________________________________________
 AQ1520  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 AQ1520  DYNAMIC HEIGHT  -          2.093 (meters)        6.87  (feet) COMP
 AQ1520  MODELED GRAVITY -    979,265.1   (mgal)                       NAVD 88
 AQ1520
 AQ1520  VERT ORDER      -  SECOND    CLASS I
 AQ1520
 AQ1520.The horizontal coordinates were scaled from a map and have
 AQ1520.an estimated accuracy of +/- 6 seconds.
 AQ1520
 AQ1520.The orthometric height was determined by differential leveling and
 AQ1520.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1520.in June 1991.
 AQ1520
 AQ1520.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1520.GEOID18 height accuracy estimate available here.
 AQ1520
 AQ1520.This Tidal Bench Mark is designated as VM 5298
 AQ1520.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1520
 AQ1520.Click photographs - Photos may exist for this station.
 AQ1520
 AQ1520.The dynamic height is computed by dividing the NAVD 88
 AQ1520.geopotential number by the normal gravity value computed on the
 AQ1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1520.degrees latitude (g = 980.6199 gals.).
 AQ1520
 AQ1520.The modeled gravity was interpolated from observed gravity values.
 AQ1520
 AQ1520;                    North         East    Units  Estimated Accuracy
 AQ1520;SPC FL E     -   524,080.      208,300.      MT  (+/- 180 meters Scaled)
 AQ1520
 AQ1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN083150(NAD 83)
 AQ1520
 AQ1520                          SUPERSEDED SURVEY CONTROL
 AQ1520
 AQ1520  NGVD 29 (09/01/92)    2.475  (m)            8.12   (f) ADJUSTED    2 1
 AQ1520
 AQ1520.Superseded values are not recommended for survey control.
 AQ1520
 AQ1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1520.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1520
 AQ1520_MARKER: DJ = TIDAL STATION DISK
 AQ1520_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AQ1520_SP_SET: BOATHOUSE FOUNDATION
 AQ1520_STAMPING: 3 1973
 AQ1520_MARK LOGO: NOS
 AQ1520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AQ1520
 AQ1520  HISTORY     - Date     Condition        Report By
 AQ1520  HISTORY     - 1973     MONUMENTED       NOS
 AQ1520  HISTORY     - 1975     GOOD             FLHD
 AQ1520  HISTORY     - 1978     GOOD             FLDT
 AQ1520  HISTORY     - 1986     GOOD             FLDNR
 AQ1520  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1520  HISTORY     - 20210323 MARK NOT FOUND   GEOCAC
 AQ1520
 AQ1520                          STATION DESCRIPTION
 AQ1520
 AQ1520'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AQ1520'3 MI NE FROM NEW SMYRNA BEACH.
 AQ1520'THE BENCH MARK IS A STANDARD DISK, STAMPED 3 1973, AT COAST GUARD
 AQ1520'BASE, NEW SMYRNA BEACH, ON THE NORTH SIDE OF THE BOATHOUSE, SET
 AQ1520'FLUSH IN THE TOP OF A 1 FOOT THICK CONCRETE FOUNDATION IN THE
 AQ1520'LARGE DOORWAY, AT THE WEST SIDE. 9 INCHES EAST OF THE WEST SIDE
 AQ1520'OF DOORWAY, ABOUT 6 FEET EAST OF THE NORTHWEST CORNER OF BUILDING,
 AQ1520'ABOUT 35 FEET SOUTH OF THE CENTERLINE OF DRIVE.
 AQ1520
 AQ1520                          STATION RECOVERY (1978)
 AQ1520
 AQ1520'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1520'RECOVERED IN GOOD CONDITION.
 AQ1520
 AQ1520                          STATION RECOVERY (1986)
 AQ1520
 AQ1520'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AQ1520'RECOVERED IN GOOD CONDITION.
 AQ1520
 AQ1520                          STATION RECOVERY (1995)
 AQ1520
 AQ1520'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1520'MARK NOT FOUND.
 AQ1520
 AQ1520                          STATION RECOVERY (2021)
 AQ1520
 AQ1520'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1520'THE BOATHOUSE AND ITS FOUNDATION HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AQ1519 ***********************************************************************
 AQ1519  TIDAL BM    -  This is a Tidal Bench Mark.
 AQ1519  DESIGNATION -  872 1147 TIDAL 5
 AQ1519  PID         -  AQ1519
 AQ1519  STATE/COUNTY-  FL/VOLUSIA
 AQ1519  COUNTRY     -  US
 AQ1519  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 AQ1519
 AQ1519                         *CURRENT SURVEY CONTROL
 AQ1519  ______________________________________________________________________
 AQ1519* NAD 83(1986) POSITION- 29 03 49.     (N) 080 54 53.     (W)   SCALED
 AQ1519* NAVD 88 ORTHO HEIGHT -     2.372 (meters)        7.78  (feet) ADJUSTED
 AQ1519  ______________________________________________________________________
 AQ1519  GEOID HEIGHT    -        -28.283 (meters)                     GEOID18
 AQ1519  DYNAMIC HEIGHT  -          2.369 (meters)        7.77  (feet) COMP
 AQ1519  MODELED GRAVITY -    979,265.1   (mgal)                       NAVD 88
 AQ1519
 AQ1519  VERT ORDER      -  SECOND    CLASS I
 AQ1519
 AQ1519.The horizontal coordinates were scaled from a map and have
 AQ1519.an estimated accuracy of +/- 6 seconds.
 AQ1519
 AQ1519.The orthometric height was determined by differential leveling and
 AQ1519.adjusted by the NATIONAL GEODETIC SURVEY
 AQ1519.in June 1991.
 AQ1519
 AQ1519.Significant digits in the geoid height do not necessarily reflect accuracy.
 AQ1519.GEOID18 height accuracy estimate available here.
 AQ1519
 AQ1519.This Tidal Bench Mark is designated as VM 5300
 AQ1519.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AQ1519
 AQ1519.Click photographs - Photos may exist for this station.
 AQ1519
 AQ1519.The dynamic height is computed by dividing the NAVD 88
 AQ1519.geopotential number by the normal gravity value computed on the
 AQ1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AQ1519.degrees latitude (g = 980.6199 gals.).
 AQ1519
 AQ1519.The modeled gravity was interpolated from observed gravity values.
 AQ1519
 AQ1519;                    North         East    Units  Estimated Accuracy
 AQ1519;SPC FL E     -   524,080.      208,300.      MT  (+/- 180 meters Scaled)
 AQ1519
 AQ1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN083150(NAD 83)
 AQ1519
 AQ1519                          SUPERSEDED SURVEY CONTROL
 AQ1519
 AQ1519  NGVD 29 (09/01/92)    2.750  (m)            9.02   (f) ADJUSTED    2 1
 AQ1519
 AQ1519.Superseded values are not recommended for survey control.
 AQ1519
 AQ1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AQ1519.See file dsdata.pdf to determine how the superseded data were derived.
 AQ1519
 AQ1519_MARKER: DJ = TIDAL STATION DISK
 AQ1519_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AQ1519_SP_SET: LOOKOUT TOWER STEP
 AQ1519_STAMPING: 5 1973
 AQ1519_MARK LOGO: NOS
 AQ1519_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AQ1519
 AQ1519  HISTORY     - Date     Condition        Report By
 AQ1519  HISTORY     - 1973     MONUMENTED       NOS
 AQ1519  HISTORY     - 1975     GOOD             FLHD
 AQ1519  HISTORY     - 1978     GOOD             FLDT
 AQ1519  HISTORY     - 1986     GOOD             FLDNR
 AQ1519  HISTORY     - 19950318 MARK NOT FOUND   USPSQD
 AQ1519  HISTORY     - 20210323 MARK NOT FOUND   GEOCAC
 AQ1519
 AQ1519                          STATION DESCRIPTION
 AQ1519
 AQ1519'DESCRIBED BY FLORIDA HIGHWAY DEPARTMENT (NOW FLDT) 1975
 AQ1519'3 MI NE FROM NEW SMYRNA BEACH.
 AQ1519'THE BENCH MARK IS A STANDARD NOS DISK, STAMPED 5 1973, AT COAST
 AQ1519'GUARD BASE, NEW SMYRNA BEACH, AT THE NORTH SIDE OF THE LOOKOUT
 AQ1519'TOWER (4 LEGGED STEEL STRUCTURE), SET FLUSH IN THE TOP OF THE
 AQ1519'SECOND CONCRETE STEP FROM THE BOTTOM, 1 1/2 FEET SOUTH OF THE
 AQ1519'BOTTOM EDGE OF STEPS, 6 INCHES EAST OF WEST SIDE OF STEPS,
 AQ1519'ABOUT 100 FEET EAST NORTHEAST OF BENCH MARK 4.
 AQ1519
 AQ1519                          STATION RECOVERY (1978)
 AQ1519
 AQ1519'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1978
 AQ1519'RECOVERED IN GOOD CONDITION.
 AQ1519
 AQ1519                          STATION RECOVERY (1986)
 AQ1519
 AQ1519'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AQ1519'RECOVERED IN GOOD CONDITION.
 AQ1519
 AQ1519                          STATION RECOVERY (1995)
 AQ1519
 AQ1519'RECOVERY NOTE BY US POWER SQUADRON 1995
 AQ1519'MARK NOT FOUND.
 AQ1519
 AQ1519                          STATION RECOVERY (2021)
 AQ1519
 AQ1519'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AQ1519'THE LOOKOUT TOWER AND STEPS HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6683 ***********************************************************************
 DK6683  TIDAL BM    -  This is a Tidal Bench Mark.
 DK6683  DESIGNATION -  872 1164 A
 DK6683  PID         -  DK6683
 DK6683  STATE/COUNTY-  FL/VOLUSIA
 DK6683  COUNTRY     -  US
 DK6683  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DK6683
 DK6683                         *CURRENT SURVEY CONTROL
 DK6683  ______________________________________________________________________
 DK6683* NAD 83(1986) POSITION- 29 01 24.25   (N) 080 55 09.38   (W)   HD_HELD1
 DK6683* NAVD 88 ORTHO HEIGHT -     1.973 (meters)        6.47  (feet) ADJUSTED
 DK6683  ______________________________________________________________________
 DK6683  GEOID HEIGHT    -        -28.221 (meters)                     GEOID18
 DK6683  DYNAMIC HEIGHT  -          1.970 (meters)        6.46  (feet) COMP
 DK6683  MODELED GRAVITY -    979,261.6   (mgal)                       NAVD 88
 DK6683
 DK6683  VERT ORDER      -  FIRST     CLASS II
 DK6683
 DK6683.The horizontal coordinates were determined by differentially corrected
 DK6683.hand held GPS observations or other comparable positioning techniques
 DK6683.and have an estimated accuracy of +/- 3 meters.
 DK6683
 DK6683.The orthometric height was determined by differential leveling and
 DK6683.adjusted by the NATIONAL GEODETIC SURVEY
 DK6683.in April 2009.
 DK6683
 DK6683.No vertical observational check was made to the station.
 DK6683
 DK6683.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6683.GEOID18 height accuracy estimate available here.
 DK6683
 DK6683.This Tidal Bench Mark is designated as VM 15859
 DK6683.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK6683
 DK6683.Click photographs - Photos may exist for this station.
 DK6683
 DK6683.The dynamic height is computed by dividing the NAVD 88
 DK6683.geopotential number by the normal gravity value computed on the
 DK6683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6683.degrees latitude (g = 980.6199 gals.).
 DK6683
 DK6683.The modeled gravity was interpolated from observed gravity values.
 DK6683
 DK6683;                    North         East    Units  Estimated Accuracy
 DK6683;SPC FL E     -   519,626.4     207,863.8     MT  (+/- 3 meters HH1 GPS) 
 DK6683
 DK6683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0786110581(NAD 83)
 DK6683
 DK6683                          SUPERSEDED SURVEY CONTROL
 DK6683
 DK6683.No superseded survey control is available for this station.
 DK6683
 DK6683_MARKER: F = FLANGE-ENCASED ROD
 DK6683_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6683_STAMPING: 1164 A 1996
 DK6683_MARK LOGO: NGS
 DK6683_PROJECTION: RECESSED 5 CENTIMETERS
 DK6683_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6683_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6683+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2021
 DK6683_ROD/PIPE-DEPTH: 14.6 meters
 DK6683
 DK6683  HISTORY     - Date     Condition        Report By
 DK6683  HISTORY     - 1996     MONUMENTED       FLDEP
 DK6683  HISTORY     - 20030808 GOOD             FLDEP
 DK6683  HISTORY     - 20060623 GOOD             FLDEP
 DK6683  HISTORY     - 20090219 GOOD             FLDEP
 DK6683  HISTORY     - 20170309 GOOD             FLDEP
 DK6683  HISTORY     - 20210302 GOOD             GEOCAC
 DK6683
 DK6683                          STATION DESCRIPTION
 DK6683
 DK6683'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DK6683'RECOVERED AS DESCRIBED.
 DK6683
 DK6683                          STATION RECOVERY (2006)
 DK6683
 DK6683'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6683'THE MARK IS IN NEW SMYRNA BEACH (RIVERSIDE PARK), IN SECTION 41,
 DK6683'TOWNSHIP 17 SOUTH, RANGE  34 EAST.
 DK6683'
 DK6683'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (DIXIE
 DK6683'HIGHWAY), STATE  HIGHWAY 44 AND STATE HIGHWAY A1A (LYTLE AVENUE) IN
 DK6683'NEW SMYRNA BEACH, GO NORTH ON U.S.  HIGHWAY 1 (DIXIE HIGHWAY) FOR 0.05
 DK6683'MI TO THE JUNCTION OF DOUGLAS STREET ON THE RIGHT,  TURN RIGHT ON
 DK6683'DOUGLAS STREET AND GO EAST FOR 0.3 MI TO THE T-JUNCTION OF SOUTH
 DK6683'RIVERSIDE DRIVE, TURN RIGHT ON SOUTH RIVERSIDE DRIVE AND GO SOUTH FOR
 DK6683'0.05 MI TO THE  SOUTH ENTRANCE ROAD TO THE NEW SMYRNA BEACH RIVERSIDE
 DK6683'PARK ON THE LEFT, TURN LEFT ON  THE ENTRANCE ROAD AND GO EAST FOR 0.05
 DK6683'MI TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD  DRIVEN INTO THE
 DK6683'GROUND WITH A NGS LOGO CAP RECESSED 0.4 FT BELOW THE LEVEL OF THE
 DK6683'GROUND AND BELOW THE LEVEL OF THE PARK ROAD, THE DATUM POINT IS
 DK6683'RECESSED 0.3 FT BELOW  THE LEVEL OF THE NGS LOGO CAP.
 DK6683'
 DK6683'LOCATED ABOUT 470.0 FT SOUTHWEST OF NOS BENCH MARK 1164 C 1996, ABOUT
 DK6683'205.0 FT SOUTH  OF NOS BENCH MARK 1164 B 1996, 44.2 FT SOUTHWEST OF
 DK6683'THE SOUTHWEST CORNER OF THE  MOST SOUTHERN PARK BATHROOMS, 27.5 FT
 DK6683'EAST OF THE NORTHEAST CORNER OF AN OVERFLOW  POND, 12.0 FT NORTHWEST
 DK6683'OF THE 6TH PALM TREE OF A ROW OF 6 PALM TREE, 3.3 FT SOUTH OF A 0.6
 DK6683'FT SQUARE WOODEN POST (VEHICLE BARRIER) EMBEDDED IN THE GROUND AND
 DK6683'PROJECTING ABOUT  1.5 FT ABOVE THE GROUND.
 DK6683'
 DK6683'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DK6683'
 DK6683'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DK6683
 DK6683                          STATION RECOVERY (2009)
 DK6683
 DK6683'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 DK6683'RECOVERED AS DESCRIBED.
 DK6683
 DK6683                          STATION RECOVERY (2017)
 DK6683
 DK6683'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (JRH)
 DK6683'RECOVERED IN GOOD CONDITION.
 DK6683
 DK6683                          STATION RECOVERY (2021)
 DK6683
 DK6683'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DK6683'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6684 ***********************************************************************
 DK6684  TIDAL BM    -  This is a Tidal Bench Mark.
 DK6684  DESIGNATION -  872 1164 B
 DK6684  PID         -  DK6684
 DK6684  STATE/COUNTY-  FL/VOLUSIA
 DK6684  COUNTRY     -  US
 DK6684  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DK6684
 DK6684                         *CURRENT SURVEY CONTROL
 DK6684  ______________________________________________________________________
 DK6684* NAD 83(1986) POSITION- 29 01 25.95   (N) 080 55 10.87   (W)   HD_HELD1
 DK6684* NAVD 88 ORTHO HEIGHT -     1.958 (meters)        6.42  (feet) ADJUSTED
 DK6684  ______________________________________________________________________
 DK6684  GEOID HEIGHT    -        -28.222 (meters)                     GEOID18
 DK6684  DYNAMIC HEIGHT  -          1.955 (meters)        6.41  (feet) COMP
 DK6684  MODELED GRAVITY -    979,261.5   (mgal)                       NAVD 88
 DK6684
 DK6684  VERT ORDER      -  FIRST     CLASS II
 DK6684
 DK6684.The horizontal coordinates were determined by differentially corrected
 DK6684.hand held GPS observations or other comparable positioning techniques
 DK6684.and have an estimated accuracy of +/- 3 meters.
 DK6684
 DK6684.The orthometric height was determined by differential leveling and
 DK6684.adjusted by the NATIONAL GEODETIC SURVEY
 DK6684.in April 2009.
 DK6684
 DK6684.No vertical observational check was made to the station.
 DK6684
 DK6684.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6684.GEOID18 height accuracy estimate available here.
 DK6684
 DK6684.This Tidal Bench Mark is designated as VM 15860
 DK6684.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK6684
 DK6684.Click photographs - Photos may exist for this station.
 DK6684
 DK6684.The dynamic height is computed by dividing the NAVD 88
 DK6684.geopotential number by the normal gravity value computed on the
 DK6684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6684.degrees latitude (g = 980.6199 gals.).
 DK6684
 DK6684.The modeled gravity was interpolated from observed gravity values.
 DK6684
 DK6684;                    North         East    Units  Estimated Accuracy
 DK6684;SPC FL E     -   519,678.8     207,823.4     MT  (+/- 3 meters HH1 GPS) 
 DK6684
 DK6684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0782010633(NAD 83)
 DK6684
 DK6684                          SUPERSEDED SURVEY CONTROL
 DK6684
 DK6684.No superseded survey control is available for this station.
 DK6684
 DK6684_MARKER: DJ = TIDAL STATION DISK
 DK6684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6684_STAMPING: 1164 B 1996
 DK6684_MARK LOGO: NOS
 DK6684_PROJECTION: RECESSED 5 CENTIMETERS
 DK6684_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6684+STABILITY: SURFACE MOTION
 DK6684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6684+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2021
 DK6684
 DK6684  HISTORY     - Date     Condition        Report By
 DK6684  HISTORY     - 1996     MONUMENTED       FLDEP
 DK6684  HISTORY     - 20030808 GOOD             FLDEP
 DK6684  HISTORY     - 20060623 GOOD             FLDEP
 DK6684  HISTORY     - 20090219 GOOD             FLDEP
 DK6684  HISTORY     - 20170309 GOOD             FLDEP
 DK6684  HISTORY     - 20210302 GOOD             GEOCAC
 DK6684
 DK6684                          STATION DESCRIPTION
 DK6684
 DK6684'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DK6684'RECOVERED AS DESCRIBED.
 DK6684
 DK6684                          STATION RECOVERY (2006)
 DK6684
 DK6684'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6684'THE MARK IS IN THE RIVERSIDE PARK, NORTH OF THE STATE HIGHWAY A1A
 DK6684'SOUTH CAUSEWAY  BRIDGE, NEAR THE WEST BANK OF THE INDIAN RIVER, IN NEW
 DK6684'SMYRNA BEACH, IN SECTION 41,  TOWNSHIP 17 SOUTH, RANGE 34 EAST.
 DK6684'
 DK6684'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (DIXIE
 DK6684'HIGHWAY), STATE  HIGHWAY 44 AND STATE HIGHWAY A1A (LYTLE AVENUE) IN
 DK6684'NEW SMYRNA BEACH, GO NORTH ON U.S.  HIGHWAY 1 (DIXIE HIGHWAY) FOR 0.05
 DK6684'MI TO THE JUNCTION OF DOUGLAS STREET ON THE RIGHT,  TURN RIGHT ON
 DK6684'DOUGLAS STREET AND GO EAST FOR 0.3 MI TO THE T-JUNCTION OF SOUTH
 DK6684'RIVERSIDE DRIVE, TURN RIGHT ON SOUTH RIVERSIDE DRIVE AND GO SOUTH FOR
 DK6684'0.05 MI TO THE  SOUTH ENTRANCE FOR THE NEW SMYRNA BEACH RIVERSIDE PARK
 DK6684'ON THE LEFT, TURN LEFT ON THE  ENTRANCE ROAD AND GO EAST FOR 0.05 MI
 DK6684'TO THE MOST NORTHEAST PARKING AREA AND THE END  OF TRUCK TRAVEL, NOW
 DK6684'BY WALKING GO NORTHWEST FOR ABOUT 335.0 FT TO THE MARK, SET IN  THE
 DK6684'TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.1 FT BELOW THE LEVEL OF
 DK6684'THE GROUND.
 DK6684'
 DK6684'LOCATED ABOUT 328.0 FT SOUTHWEST OF NOS BEACH MARK 1164 C 1996, 205.0
 DK6684'FT NORTH OF NGS  LOGO CAP STAMPED 1164 A 1996, 145.0 FT EAST OF THE
 DK6684'APPROXIMATE CENTERLINE OF THE SOUTH  RIVERSIDE DRIVE (NORTHBOUND
 DK6684'LANES), 135.4 FT NORTH-NORTHWEST OF THE NORTHWEST  CORNER OF THE
 DK6684'SOUTHERN PARK BATHROOMS, 65.5 FT WEST OF THE NORTHWEST CORNER OF A 3.0
 DK6684'FT TALL WOODEN FENCE SURROUNDING A PLAY AREA, 6.6 FT NORTHEAST OF A
 DK6684'PALM TREE AND 5.5 FT  WEST OF A SIDEWALK.
 DK6684'
 DK6684'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DK6684'MONUMENT.
 DK6684
 DK6684                          STATION RECOVERY (2009)
 DK6684
 DK6684'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 DK6684'RECOVERED AS DESCRIBED.
 DK6684
 DK6684                          STATION RECOVERY (2017)
 DK6684
 DK6684'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (JRH)
 DK6684'RECOVERED IN GOOD CONDITION.
 DK6684
 DK6684                          STATION RECOVERY (2021)
 DK6684
 DK6684'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DK6684'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6685 ***********************************************************************
 DK6685  TIDAL BM    -  This is a Tidal Bench Mark.
 DK6685  DESIGNATION -  872 1164 C
 DK6685  PID         -  DK6685
 DK6685  STATE/COUNTY-  FL/VOLUSIA
 DK6685  COUNTRY     -  US
 DK6685  USGS QUAD   -  NEW SMYRNA BEACH (2018)
 DK6685
 DK6685                         *CURRENT SURVEY CONTROL
 DK6685  ______________________________________________________________________
 DK6685* NAD 83(1986) POSITION- 29 01 28.80   (N) 080 55 09.09   (W)   HD_HELD1
 DK6685* NAVD 88 ORTHO HEIGHT -     1.565 (meters)        5.13  (feet) ADJUSTED
 DK6685  ______________________________________________________________________
 DK6685  GEOID HEIGHT    -        -28.223 (meters)                     GEOID18
 DK6685  DYNAMIC HEIGHT  -          1.563 (meters)        5.13  (feet) COMP
 DK6685  MODELED GRAVITY -    979,261.6   (mgal)                       NAVD 88
 DK6685
 DK6685  VERT ORDER      -  FIRST     CLASS II
 DK6685
 DK6685.The horizontal coordinates were determined by differentially corrected
 DK6685.hand held GPS observations or other comparable positioning techniques
 DK6685.and have an estimated accuracy of +/- 3 meters.
 DK6685
 DK6685.The orthometric height was determined by differential leveling and
 DK6685.adjusted by the NATIONAL GEODETIC SURVEY
 DK6685.in December 2010.
 DK6685
 DK6685.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6685.GEOID18 height accuracy estimate available here.
 DK6685
 DK6685.This Tidal Bench Mark is designated as VM 15861
 DK6685.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK6685
 DK6685.Click photographs - Photos may exist for this station.
 DK6685
 DK6685.The dynamic height is computed by dividing the NAVD 88
 DK6685.geopotential number by the normal gravity value computed on the
 DK6685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6685.degrees latitude (g = 980.6199 gals.).
 DK6685
 DK6685.The modeled gravity was interpolated from observed gravity values.
 DK6685
 DK6685;                    North         East    Units  Estimated Accuracy
 DK6685;SPC FL E     -   519,766.5     207,871.5     MT  (+/- 3 meters HH1 GPS) 
 DK6685
 DK6685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0786810721(NAD 83)
 DK6685
 DK6685                          SUPERSEDED SURVEY CONTROL
 DK6685
 DK6685  NAVD 88 (04/08/09)    1.568  (m)            5.14   (f) SUPERSEDED  1 2
 DK6685
 DK6685.Superseded values are not recommended for survey control.
 DK6685
 DK6685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DK6685.See file dsdata.pdf to determine how the superseded data were derived.
 DK6685
 DK6685_STAMPING: 1164 C 1996
 DK6685_MARK LOGO: NOS
 DK6685_PROJECTION: RECESSED 8 CENTIMETERS
 DK6685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6685+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2017
 DK6685
 DK6685  HISTORY     - Date     Condition        Report By
 DK6685  HISTORY     - 1996     MONUMENTED       FLDEP
 DK6685  HISTORY     - 20030808 GOOD             FLDEP
 DK6685  HISTORY     - 20060623 GOOD             FLDEP
 DK6685  HISTORY     - 20090219 GOOD             FLDEP
 DK6685  HISTORY     - 20170309 GOOD             FLDEP
 DK6685  HISTORY     - 20210302 MARK NOT FOUND   GEOCAC
 DK6685
 DK6685                          STATION DESCRIPTION
 DK6685
 DK6685'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DK6685'RECOVERED AS DESCRIBED.
 DK6685
 DK6685                          STATION RECOVERY (2006)
 DK6685
 DK6685'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6685'THE MARK IS IN THE RIVERSIDE PARK, NORTH OF THE STATE HIGHWAY A1A
 DK6685'SOUTH CAUSEWAY  BRIDGE, ON THE WEST BANK OF THE INDIAN RIVER, IN NEW
 DK6685'SMYRNA BEACH, IN SECTION 41,  TOWNSHIP 17 SOUTH, RANGE 34 EAST.
 DK6685'
 DK6685'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (DIXIE
 DK6685'HIGHWAY), STATE  HIGHWAY 44 AND STATE HIGHWAY A1A (LYTLE AVENUE) IN
 DK6685'NEW SMYRNA BEACH, GO NORTH ON U.S.  HIGHWAY 1 (DIXIE HIGHWAY) FOR 0.05
 DK6685'MI TO THE JUNCTION OF DOUGLAS STREET ON THE RIGHT,  TURN RIGHT ON
 DK6685'DOUGLAS STREET AND GO EAST FOR 0.3 MI TO THE T-JUNCTION OF SOUTH
 DK6685'RIVERSIDE DRIVE, TURN RIGHT ON SOUTH RIVERSIDE DRIVE AND GO SOUTH FOR
 DK6685'0.05 MI TO THE  SOUTH ENTRANCE ROAD TO THE NEW SMYRNA BEACH RIVERSIDE
 DK6685'PARK ON THE LEFT, TURN LEFT ON  THE ENTRANCE ROAD AND GO EAST FOR 0.05
 DK6685'MI TO THE MOST NORTHEAST PARKING AREA, NOW BY  WALKING GO NORTHEAST
 DK6685'ABOUT 600.0 FT TO THE MARK, SET IN THE TOP OF A ROUND CONCRETE
 DK6685'MONUMENT RECESSED 0.3 FT BELOW THE LEVEL OF THE GROUND.
 DK6685'
 DK6685'LOCATED ABOUT 470.0 FT NORTH-NORTHEAST OF NGS LOGO CAP STAMPED 1164 A
 DK6685'1996, 328.0 FT  NORTHEAST OF NOS BENCH MARK 1164 B 1996, 108.1 FT
 DK6685'SOUTHEAST OF THE SOUTHEAST CORNER  OF THE NORTHERN PARK BATHROOMS,
 DK6685'11.4 FT NORTHEAST OF A ROUND METAL LIGHT POST WITH 2  LIGHTS ATTACHED,
 DK6685'8.8 FT EAST OF THE EDGE OF A SIDEWALK AND 3.2 FT WEST OF THE WEST EDGE
 DK6685'OF A WOODEN WALKWAY OVER THE EASTERN SEAWALL OF THE PARK.
 DK6685'
 DK6685'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DK6685'MONUMENT.
 DK6685
 DK6685                          STATION RECOVERY (2009)
 DK6685
 DK6685'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 DK6685'RECOVERED AS DESCRIBED.
 DK6685
 DK6685                          STATION RECOVERY (2017)
 DK6685
 DK6685'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (JRH)
 DK6685'RECOVERED IN GOOD CONDITION.
 DK6685
 DK6685                          STATION RECOVERY (2021)
 DK6685
 DK6685'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DK6685'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5410 ***********************************************************************
 AK5410  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5410  DESIGNATION -  872 1191 A TIDAL
 AK5410  PID         -  AK5410
 AK5410  STATE/COUNTY-  FL/VOLUSIA
 AK5410  COUNTRY     -  US
 AK5410  USGS QUAD   -  EDGEWATER (2018)
 AK5410
 AK5410                         *CURRENT SURVEY CONTROL
 AK5410  ______________________________________________________________________
 AK5410* NAD 83(1986) POSITION- 28 59 35.     (N) 080 54 16.     (W)   SCALED
 AK5410* NAVD 88 ORTHO HEIGHT -     1.159 (meters)        3.80  (feet) ADJUSTED
 AK5410  ______________________________________________________________________
 AK5410  GEOID HEIGHT    -        -28.173 (meters)                     GEOID18
 AK5410  DYNAMIC HEIGHT  -          1.157 (meters)        3.80  (feet) COMP
 AK5410  MODELED GRAVITY -    979,263.6   (mgal)                       NAVD 88
 AK5410
 AK5410  VERT ORDER      -  SECOND    CLASS I
 AK5410
 AK5410.The horizontal coordinates were scaled from a map and have
 AK5410.an estimated accuracy of +/- 6 seconds.
 AK5410
 AK5410.The orthometric height was determined by differential leveling and
 AK5410.adjusted by the NATIONAL GEODETIC SURVEY
 AK5410.in September 1996.
 AK5410
 AK5410.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5410.GEOID18 height accuracy estimate available here.
 AK5410
 AK5410.This Tidal Bench Mark is designated as VM 5304
 AK5410.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5410
 AK5410.Click photographs - Photos may exist for this station.
 AK5410
 AK5410.The dynamic height is computed by dividing the NAVD 88
 AK5410.geopotential number by the normal gravity value computed on the
 AK5410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5410.degrees latitude (g = 980.6199 gals.).
 AK5410
 AK5410.The modeled gravity was interpolated from observed gravity values.
 AK5410
 AK5410;                    North         East    Units  Estimated Accuracy
 AK5410;SPC FL E     -   516,260.      209,310.      MT  (+/- 180 meters Scaled)
 AK5410
 AK5410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN093072(NAD 83)
 AK5410
 AK5410                          SUPERSEDED SURVEY CONTROL
 AK5410
 AK5410  NAVD 88 (06/15/91)    1.161  (m)            3.81   (f) SUPERSEDED  2 1
 AK5410  NGVD 29 (09/01/92)    1.521  (m)            4.99   (f) ADJUSTED    2 1
 AK5410
 AK5410.Superseded values are not recommended for survey control.
 AK5410
 AK5410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5410.See file dsdata.pdf to determine how the superseded data were derived.
 AK5410
 AK5410_MARKER: DD = SURVEY DISK
 AK5410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5410_STAMPING: 1191 A 1978 CLB
 AK5410_MARK LOGO: FLDNR
 AK5410_PROJECTION: RECESSED 9 CENTIMETERS
 AK5410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5410+STABILITY: SURFACE MOTION
 AK5410
 AK5410  HISTORY     - Date     Condition        Report By
 AK5410  HISTORY     - 1978     MONUMENTED       FLDNR
 AK5410  HISTORY     - 1986     GOOD             FLDNR
 AK5410  HISTORY     - 20210214 MARK NOT FOUND   GEOCAC
 AK5410
 AK5410                          STATION DESCRIPTION
 AK5410
 AK5410'DESCRIBED BY FL DEPT OF NAT RES 1978
 AK5410'EDGEWATER.
 AK5410'BEGIN AT THE INTERSECTION OF PARK AVENUE AND US HIGHWAY 1 (RIDGEWOOD
 AK5410'AVENUE) IN EDGEWATER FLORIDA. PROCEED 0.2 MILES EAST ALONG PARK AVENUE
 AK5410'TO RIVERSIDE DRIVE AND THE LOCATION OF THE MARK. THE MARK BEARS 21.2
 AK5410'FEET EAST OF THE CENTER LINE OF RIVERSIDE DRIVE, 1.4 FEET NORTH OF
 AK5410'POWER POLE, 145.0 FEET SOUTHEAST OF SOUTHEAST CORNER OF CITY HALL, 1.2
 AK5410'FEET WEST OF WHITE 3 FEET HIGH FENCE.
 AK5410
 AK5410                          STATION RECOVERY (1986)
 AK5410
 AK5410'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5410'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 0.3
 AK5410'FOOT BELOW GROUND AND 1.0 FOOT EAST OF A NEW POWER POLE.
 AK5410
 AK5410                          STATION RECOVERY (2021)
 AK5410
 AK5410'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5410'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5409 ***********************************************************************
 AK5409  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5409  DESIGNATION -  872 1191 B
 AK5409  PID         -  AK5409
 AK5409  STATE/COUNTY-  FL/VOLUSIA
 AK5409  COUNTRY     -  US
 AK5409  USGS QUAD   -  EDGEWATER (2018)
 AK5409
 AK5409                         *CURRENT SURVEY CONTROL
 AK5409  ______________________________________________________________________
 AK5409* NAD 83(1986) POSITION- 28 59 32.88   (N) 080 54 19.29   (W)   HD_HELD1
 AK5409* NAVD 88 ORTHO HEIGHT -     3.227 (meters)       10.59  (feet) ADJUSTED
 AK5409  ______________________________________________________________________
 AK5409  GEOID HEIGHT    -        -28.171 (meters)                     GEOID18
 AK5409  DYNAMIC HEIGHT  -          3.223 (meters)       10.57  (feet) COMP
 AK5409  MODELED GRAVITY -    979,263.5   (mgal)                       NAVD 88
 AK5409
 AK5409  VERT ORDER      -  FIRST     CLASS II
 AK5409
 AK5409.The horizontal coordinates were determined by differentially corrected
 AK5409.hand held GPS observations or other comparable positioning techniques
 AK5409.and have an estimated accuracy of +/- 3 meters.
 AK5409
 AK5409.The orthometric height was determined by differential leveling and
 AK5409.adjusted by the NATIONAL GEODETIC SURVEY
 AK5409.in April 2009.
 AK5409
 AK5409.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5409.GEOID18 height accuracy estimate available here.
 AK5409
 AK5409.This Tidal Bench Mark is designated as VM 5305
 AK5409.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5409
 AK5409.Click photographs - Photos may exist for this station.
 AK5409
 AK5409.The dynamic height is computed by dividing the NAVD 88
 AK5409.geopotential number by the normal gravity value computed on the
 AK5409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5409.degrees latitude (g = 980.6199 gals.).
 AK5409
 AK5409.The modeled gravity was interpolated from observed gravity values.
 AK5409
 AK5409;                    North         East    Units  Estimated Accuracy
 AK5409;SPC FL E     -   516,198.8     209,221.9     MT  (+/- 3 meters HH1 GPS) 
 AK5409
 AK5409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0921807154(NAD 83)
 AK5409
 AK5409                          SUPERSEDED SURVEY CONTROL
 AK5409
 AK5409  NAVD 88 (06/15/91)    3.230  (m)           10.60   (f) SUPERSEDED  2 1
 AK5409  NGVD 29 (09/01/92)    3.590  (m)           11.78   (f) ADJUSTED    2 1
 AK5409
 AK5409.Superseded values are not recommended for survey control.
 AK5409
 AK5409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5409.See file dsdata.pdf to determine how the superseded data were derived.
 AK5409
 AK5409_MARKER: DD = SURVEY DISK
 AK5409_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AK5409_STAMPING: 1191 B 1978 CLB
 AK5409_MARK LOGO: FLDNR
 AK5409_PROJECTION: RECESSED 20 CENTIMETERS
 AK5409_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AK5409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK5409+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2021
 AK5409
 AK5409  HISTORY     - Date     Condition        Report By
 AK5409  HISTORY     - 1978     MONUMENTED       FLDNR
 AK5409  HISTORY     - 1986     GOOD             FLDNR
 AK5409  HISTORY     - 20050121 GOOD             FLDEP
 AK5409  HISTORY     - 20060407 GOOD             GEOCAC
 AK5409  HISTORY     - 20060622 GOOD             FLDEP
 AK5409  HISTORY     - 20150302 GOOD             GEOCAC
 AK5409  HISTORY     - 20210214 GOOD             GEOCAC
 AK5409
 AK5409                          STATION DESCRIPTION
 AK5409
 AK5409'DESCRIBED BY FL DEPT OF NAT RES 1978
 AK5409'EDGEWATER.
 AK5409'BEGIN AT THE INTERSECTION OF PARK AVENUE AND US HIGHWAY 1 (RIDGEWOOD)
 AK5409'IN EDGEWATER FLORIDA. PROCEED 0.15 MILES EAST ALONG PARK AVENUE TO THE
 AK5409'SOUTHEAST CORNER OF THE INTERSECTION OF PARK AVENUE AND PARK PLACE AND
 AK5409'THE LOCATION OF THE MARK. THE MARK BEARS 18.2 FEET EAST OF THE CENTER
 AK5409'LINE OF PARK PLACE, 30.0 FEET SOUTH OF THE CENTERLINE OF PARK AVENUE,
 AK5409'3.3 FEET SOUTH SOUTHEAST OF STREET SIGN, AND 2.5 FEET WEST OF 0.3 FEET
 AK5409'HIGH CONCRETE WALL.
 AK5409
 AK5409                          STATION RECOVERY (1986)
 AK5409
 AK5409'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5409'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 0.3
 AK5409'FOOT BELOW GROUND.
 AK5409
 AK5409                          STATION RECOVERY (2005)
 AK5409
 AK5409'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AK5409'RECOVERED AS DESCRIBED.
 AK5409
 AK5409                          STATION RECOVERY (2006)
 AK5409
 AK5409'RECOVERY NOTE BY GEOCACHING 2006 (KJB)
 AK5409'MARK FOUND IN GOOD OVERALL SHAPE. HOWEVER, IT IS LOCATED ABOUT 1-2
 AK5409'INCHES BELOW THE GROUND, AND IS SUBJECT TO BEING COVERED BY LEAVES AND
 AK5409'SAND. HAD TO DIG A LITTLE TO FIND IT.
 AK5409
 AK5409                          STATION RECOVERY (2006)
 AK5409
 AK5409'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK5409'THE MARK IS IN EDGEWATER, IN THE GERONIMO ALVAREZ GRANT, TOWNSHIP 17
 AK5409'SOUTH, RANGE 34  EAST.
 AK5409'
 AK5409'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 442 (INDIAN RIVER
 AK5409'BOULEVARD) AND  U.S. HIGHWAY 1 (RIDGEWOOD AVENUE) IN EDGEWATER, GO
 AK5409'NORTHWEST ON U.S. HIGHWAY 1  (RIDGEWOOD AVENUE) FOR 1.5 MI TO THE
 AK5409'INTERSECTION OF PARK AVENUE, TURN RIGHT ON PARK  AVENUE AND GO
 AK5409'EASTERLY FOR 0.15 MI TO THE INTERSECTION OF PARK PLACE AND THE MARK ON
 AK5409'THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 1.0 FT BELOW
 AK5409'THE LEVEL OF THE  GROUND AND ABOUT 1.0 FT ABOVE THE LEVEL OF PARK
 AK5409'AVENUE.
 AK5409'
 AK5409'LOCATED 30.0 FT SOUTH OF THE CENTERLINE OF PARK AVENUE, 18.2 FT EAST
 AK5409'OF THE CENTERLINE OF  PARK PLACE, 6.0 FT SOUTH OF THE WEST END OF A
 AK5409'6.0 FT TALL CONCRETE WALL, 3.0 FT WEST OF A  GROUP OF 3 OAK TREES AND
 AK5409'1.0 FT NORTH OF A METAL WITNESS POST.
 AK5409'
 AK5409'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AK5409'MONUMENT.
 AK5409
 AK5409                          STATION RECOVERY (2015)
 AK5409
 AK5409'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AK5409'RECOVERED IN GOOD CONDITION.
 AK5409
 AK5409                          STATION RECOVERY (2021)
 AK5409
 AK5409'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5409'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5408 ***********************************************************************
 AK5408  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5408  DESIGNATION -  872 1191 C TIDAL
 AK5408  PID         -  AK5408
 AK5408  STATE/COUNTY-  FL/VOLUSIA
 AK5408  COUNTRY     -  US
 AK5408  USGS QUAD   -  EDGEWATER (2018)
 AK5408
 AK5408                         *CURRENT SURVEY CONTROL
 AK5408  ______________________________________________________________________
 AK5408* NAD 83(1986) POSITION- 28 59 30.     (N) 080 54 40.     (W)   SCALED
 AK5408* NAVD 88 ORTHO HEIGHT -     4.290 (meters)       14.07  (feet) ADJUSTED
 AK5408  ______________________________________________________________________
 AK5408  GEOID HEIGHT    -        -28.169 (meters)                     GEOID18
 AK5408  DYNAMIC HEIGHT  -          4.284 (meters)       14.06  (feet) COMP
 AK5408  MODELED GRAVITY -    979,262.8   (mgal)                       NAVD 88
 AK5408
 AK5408  VERT ORDER      -  FIRST     CLASS II
 AK5408
 AK5408.The horizontal coordinates were scaled from a map and have
 AK5408.an estimated accuracy of +/- 6 seconds.
 AK5408
 AK5408.The orthometric height was determined by differential leveling and
 AK5408.adjusted by the NATIONAL GEODETIC SURVEY
 AK5408.in May 2003.
 AK5408
 AK5408.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5408.GEOID18 height accuracy estimate available here.
 AK5408
 AK5408.This Tidal Bench Mark is designated as VM 5306
 AK5408.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5408
 AK5408.Click photographs - Photos may exist for this station.
 AK5408
 AK5408.The dynamic height is computed by dividing the NAVD 88
 AK5408.geopotential number by the normal gravity value computed on the
 AK5408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5408.degrees latitude (g = 980.6199 gals.).
 AK5408
 AK5408.The modeled gravity was interpolated from observed gravity values.
 AK5408
 AK5408;                    North         East    Units  Estimated Accuracy
 AK5408;SPC FL E     -   516,110.      208,660.      MT  (+/- 180 meters Scaled)
 AK5408
 AK5408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN086070(NAD 83)
 AK5408
 AK5408                          SUPERSEDED SURVEY CONTROL
 AK5408
 AK5408  NAVD 88 (09/06/96)    4.301  (m)           14.11   (f) SUPERSEDED  1 2
 AK5408  NAVD 88 (05/20/94)    4.290  (m)           14.07   (f) SUPERSEDED  1 2
 AK5408  NAVD 88 (06/15/91)    4.315  (m)           14.16   (f) SUPERSEDED  1 2
 AK5408  NGVD 29 (09/01/92)    4.660  (m)           15.29   (f) ADJUSTED    1 2
 AK5408
 AK5408.Superseded values are not recommended for survey control.
 AK5408
 AK5408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5408.See file dsdata.pdf to determine how the superseded data were derived.
 AK5408
 AK5408_MARKER: DD = SURVEY DISK
 AK5408_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AK5408_STAMPING: 1191 C 1978 C.L.B.
 AK5408_MARK LOGO: FLDNR
 AK5408_PROJECTION: RECESSED 10 CENTIMETERS
 AK5408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK5408+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 AK5408
 AK5408  HISTORY     - Date     Condition        Report By
 AK5408  HISTORY     - 1978     MONUMENTED       FLDNR
 AK5408  HISTORY     - 19910227 GOOD             NGS
 AK5408  HISTORY     - 20060426 POOR             GEOCAC
 AK5408  HISTORY     - 20060526 MARK NOT FOUND   FLDEP
 AK5408  HISTORY     - 20210214 MARK NOT FOUND   GEOCAC
 AK5408
 AK5408                          STATION DESCRIPTION
 AK5408
 AK5408'DESCRIBED BY FL DEPT OF NAT RES 1978
 AK5408'EDGEWATER.
 AK5408'THE MARK IS LOCATED IN THE SOUTHWEST CORNER OF THE INTERSECTION OF
 AK5408'PARK AVENUE AND US HIGHWAY 1 (RIDGEWOOD AVENUE). THE MARK BEARS 23.0
 AK5408'FEET WEST OF CENTERLINE OF SOUTHBOUND LANE OF US HIGHWAY 1, 39.2 FEET
 AK5408'SOUTH OF CENTERLINE OF PARK AVENUE, 4.2 FEET SOUTH OF WOOD POWER POLE,
 AK5408'AND 9.1 FEET SOUTH SOUTHEAST OF CONCRETE POWER POLE.
 AK5408
 AK5408                          STATION RECOVERY (1991)
 AK5408
 AK5408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AK5408'IN EDGEWATER, AT THE INTERSECTION OF U.S. HIGHWAY 1 AND PARK AVENUE,
 AK5408'11.8 M (38.7 FT) SOUTHEAST OF AND LEVEL WITH THE AVENUE CENTERLINE,
 AK5408'7.0 M (23.0 FT) SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANES
 AK5408'OF THE HIGHWAY, 0.4 M (1.3 FT) SOUTHEAST OF A UTILITY POLE, 0.3 M
 AK5408'(1.0 FT) SOUTHWEST OF A WITNESS POST, AND THE MONUMENT IS RECESSED
 AK5408'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AK5408
 AK5408                          STATION RECOVERY (2006)
 AK5408
 AK5408'RECOVERY NOTE BY GEOCACHING 2006 (KJB)
 AK5408'WITNESS POST IS IN NEED OF REPLACEMENT. DAMAGED.
 AK5408
 AK5408                          STATION RECOVERY (2006)
 AK5408
 AK5408'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK5408'THE AREA WAS SEARCHED BUT THE MARK WAS NOT FOUND, THE WITNESS POST WAS
 AK5408'AT THE  LOCATION.
 AK5408
 AK5408                          STATION RECOVERY (2021)
 AK5408
 AK5408'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5408'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5407 ***********************************************************************
 AK5407  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5407  DESIGNATION -  872 1191 D TIDAL
 AK5407  PID         -  AK5407
 AK5407  STATE/COUNTY-  FL/VOLUSIA
 AK5407  COUNTRY     -  US
 AK5407  USGS QUAD   -  EDGEWATER (2018)
 AK5407
 AK5407                         *CURRENT SURVEY CONTROL
 AK5407  ______________________________________________________________________
 AK5407* NAD 83(1986) POSITION- 28 59 17.06   (N) 080 54 20.90   (W)   HD_HELD1
 AK5407* NAVD 88 ORTHO HEIGHT -     3.547 (meters)       11.64  (feet) ADJUSTED
 AK5407  ______________________________________________________________________
 AK5407  GEOID HEIGHT    -        -28.164 (meters)                     GEOID18
 AK5407  DYNAMIC HEIGHT  -          3.542 (meters)       11.62  (feet) COMP
 AK5407  MODELED GRAVITY -    979,263.2   (mgal)                       NAVD 88
 AK5407
 AK5407  VERT ORDER      -  FIRST     CLASS II
 AK5407
 AK5407.The horizontal coordinates were determined by differentially corrected
 AK5407.hand held GPS observations or other comparable positioning techniques
 AK5407.and have an estimated accuracy of +/- 3 meters.
 AK5407
 AK5407.The orthometric height was determined by differential leveling and
 AK5407.adjusted by the NATIONAL GEODETIC SURVEY
 AK5407.in June 1991.
 AK5407
 AK5407.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5407.GEOID18 height accuracy estimate available here.
 AK5407
 AK5407.This Tidal Bench Mark is designated as VM 5307
 AK5407.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5407
 AK5407.Click photographs - Photos may exist for this station.
 AK5407
 AK5407.The dynamic height is computed by dividing the NAVD 88
 AK5407.geopotential number by the normal gravity value computed on the
 AK5407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5407.degrees latitude (g = 980.6199 gals.).
 AK5407
 AK5407.The modeled gravity was interpolated from observed gravity values.
 AK5407
 AK5407;                    North         East    Units  Estimated Accuracy
 AK5407;SPC FL E     -   515,711.8     209,178.7     MT  (+/- 3 meters HH1 GPS) 
 AK5407
 AK5407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0917506667(NAD 83)
 AK5407
 AK5407                          SUPERSEDED SURVEY CONTROL
 AK5407
 AK5407  NGVD 29 (09/01/92)    3.907  (m)           12.82   (f) ADJUSTED    2 1
 AK5407
 AK5407.Superseded values are not recommended for survey control.
 AK5407
 AK5407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5407.See file dsdata.pdf to determine how the superseded data were derived.
 AK5407
 AK5407_MARKER: DD = SURVEY DISK
 AK5407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK5407_STAMPING: 1191 D 1978 CLB
 AK5407_MARK LOGO: FLDNR
 AK5407_PROJECTION: RECESSED 30 CENTIMETERS
 AK5407_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK5407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5407+STABILITY: SURFACE MOTION
 AK5407_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK5407+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2021
 AK5407
 AK5407  HISTORY     - Date     Condition        Report By
 AK5407  HISTORY     - 1978     MONUMENTED       FLDNR
 AK5407  HISTORY     - 1986     GOOD             FLDNR
 AK5407  HISTORY     - 20060622 GOOD             FLDEP
 AK5407  HISTORY     - 20060819 GOOD             GEOCAC
 AK5407  HISTORY     - 20150302 GOOD             GEOCAC
 AK5407  HISTORY     - 20210214 GOOD             GEOCAC
 AK5407
 AK5407                          STATION DESCRIPTION
 AK5407
 AK5407'DESCRIBED BY FL DEPT OF NAT RES 1978
 AK5407'EDGEWATER.
 AK5407'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 (RIDGEWOOD AVENUE) AND PARK
 AK5407'AVENUE. PROCEED 0.25 MILES SOUTH IN THE SOUTH BOUND LANE TO THE
 AK5407'LOCATION OF THE MARK. THE MARK BEARS 22.5 FEET WEST OF CENTERLINE OF
 AK5407'THE SOUTHBOUND LANE OF US HIGHWAY 1, 79.2 FEET EAST SOUTHEAST OF SOUTH
 AK5407'EAST CORNER OF EDGEWATER POST OFFICE, 4.2 FEET SOUTH OF POWER POLE,
 AK5407'AND 21.0 FEET SOUTH OF CENTERLINE OF SOUTH DRIVEWAY FOR POST OFFICE.
 AK5407
 AK5407                          STATION RECOVERY (1986)
 AK5407
 AK5407'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5407'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 0.9
 AK5407'FOOT BELOW GROUND.
 AK5407
 AK5407                          STATION RECOVERY (2006)
 AK5407
 AK5407'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK5407'THE MARK IS IN EDGEWATER, IN SECTION 33, TOWNSHIP 17 SOUTH, RANGE 34
 AK5407'EAST.
 AK5407'
 AK5407'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 442 (INDIAN RIVER
 AK5407'BOULEVARD) AND  U.S. HIGHWAY 1 (RIDGEWOOD AVENUE) IN EDGEWATER, GO
 AK5407'NORTHWEST ON U.S. HIGHWAY 1  (RIDGEWOOD AVENUE) FOR 1.2 MI TO THE
 AK5407'JUNCTION OF SNYDER STREET ON THE LEFT AND THE  MARK ON THE LEFT, SET
 AK5407'IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.1 FT BELOW  THE
 AK5407'LEVEL OF THE GROUND AND ABOUT LEVEL WITH U.S. HIGHWAY 1 SOUTHBOUND
 AK5407'LANES.   LOCATED ABOUT 221.0 FT NORTH OF THE CENTERLINE OF WEST OCEAN
 AK5407'AVENUE, ABOUT 130.0 FT  SOUTH OF THE CENTERLINE OF SNYDER STREET, 34.0
 AK5407'FT NORTHEAST OF A FIRE HYDRANT, 20.8 FT  WEST OF U.S. HIGHWAY 1
 AK5407'SOUTHBOUND LANES, 3.0 FT SOUTH OF A POWER POLE WITH ONE LIGHT  AND ONE
 AK5407'GUY WIRE ATTACHED, 2.5 FT WEST OF THE WEST CURB OF U.S. HIGHWAY 1
 AK5407'SOUTHBOUND  LANES AND 2.0 FT EAST OF THE EAST EDGE OF THE SIDEWALK.
 AK5407
 AK5407                          STATION RECOVERY (2006)
 AK5407
 AK5407'RECOVERY NOTE BY GEOCACHING 2006 (NJE)
 AK5407'RECOVERED IN GOOD CONDITION.
 AK5407
 AK5407                          STATION RECOVERY (2015)
 AK5407
 AK5407'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AK5407'RECOVERED IN GOOD CONDITION.
 AK5407
 AK5407                          STATION RECOVERY (2021)
 AK5407
 AK5407'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5407'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6681 ***********************************************************************
 DK6681  DESIGNATION -  872 1191 E TIDAL
 DK6681  PID         -  DK6681
 DK6681  STATE/COUNTY-  FL/VOLUSIA
 DK6681  COUNTRY     -  US
 DK6681  USGS QUAD   -  EDGEWATER (2018)
 DK6681
 DK6681                         *CURRENT SURVEY CONTROL
 DK6681  ______________________________________________________________________
 DK6681* NAD 83(1986) POSITION- 28 59 34.73   (N) 080 54 15.36   (W)   HD_HELD1
 DK6681* NAVD 88 ORTHO HEIGHT -     0.759 (meters)        2.49  (feet) ADJUSTED
 DK6681  ______________________________________________________________________
 DK6681  GEOID HEIGHT    -        -28.173 (meters)                     GEOID18
 DK6681  DYNAMIC HEIGHT  -          0.758 (meters)        2.49  (feet) COMP
 DK6681  MODELED GRAVITY -    979,263.5   (mgal)                       NAVD 88
 DK6681
 DK6681  VERT ORDER      -  FIRST     CLASS II
 DK6681
 DK6681.The horizontal coordinates were determined by differentially corrected
 DK6681.hand held GPS observations or other comparable positioning techniques
 DK6681.and have an estimated accuracy of +/- 3 meters.
 DK6681
 DK6681.The orthometric height was determined by differential leveling and
 DK6681.adjusted by the NATIONAL GEODETIC SURVEY
 DK6681.in April 2009.
 DK6681
 DK6681.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6681.GEOID18 height accuracy estimate available here.
 DK6681
 DK6681.Click photographs - Photos may exist for this station.
 DK6681
 DK6681.The dynamic height is computed by dividing the NAVD 88
 DK6681.geopotential number by the normal gravity value computed on the
 DK6681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6681.degrees latitude (g = 980.6199 gals.).
 DK6681
 DK6681.The modeled gravity was interpolated from observed gravity values.
 DK6681
 DK6681;                    North         East    Units  Estimated Accuracy
 DK6681;SPC FL E     -   516,255.9     209,328.2     MT  (+/- 3 meters HH1 GPS) 
 DK6681
 DK6681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0932507211(NAD 83)
 DK6681
 DK6681                          SUPERSEDED SURVEY CONTROL
 DK6681
 DK6681.No superseded survey control is available for this station.
 DK6681
 DK6681_MARKER: DD = SURVEY DISK
 DK6681_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK6681_SP_SET: SEAWALL
 DK6681_STAMPING: 1191 E 2005
 DK6681_MARK LOGO: FLDEP
 DK6681_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6681+STABILITY: SURFACE MOTION
 DK6681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6681+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2021
 DK6681
 DK6681  HISTORY     - Date     Condition        Report By
 DK6681  HISTORY     - 2005     MONUMENTED       FLDEP
 DK6681  HISTORY     - 20060622 GOOD             FLDEP
 DK6681  HISTORY     - 20210214 GOOD             GEOCAC
 DK6681
 DK6681                          STATION DESCRIPTION
 DK6681
 DK6681'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6681'THE MARK IS IN EDGEWATER, IN THE GERONIMO ALVAREZ GRANT, TOWNSHIP 17
 DK6681'SOUTH, RANGE 34  EAST.
 DK6681'
 DK6681'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 442 (INDIAN RIVER
 DK6681'BOULEVARD) AND  U.S. HIGHWAY 1 (RIDGEWOOD AVENUE) IN EDGEWATER, GO
 DK6681'NORTHWEST ON U.S. HIGHWAY 1  (RIDGEWOOD AVENUE) FOR 1.5 MI TO THE
 DK6681'INTERSECTION OF PARK AVENUE, TURN RIGHT ON PARK  AVENUE AND GO
 DK6681'EASTERLY FOR 0.2 MI TO THE T-JUNCTION OF RIVERSIDE DRIVE, TURN LEFT ON
 DK6681'RIVERSIDE DRIVE AND GO NORTH FOR 0.05 MI TO A DIRT DRIVE ON THE RIGHT
 DK6681'LEADING INTO THE  KENNEDY PARK BOAT RAMP, TURN RIGHT ON THE DIRT DRIVE
 DK6681'AND GO EAST INTO THE PARK AND THE  MARK ON THE RIGHT, A FLDEP SURVEY
 DK6681'DISK SET FLUSH IN THE TOP OF THE CONCRETE SEAWALL CAP  ON THE
 DK6681'SOUTHWEST EDGE OF THE PARK.
 DK6681'
 DK6681'LOCATED 419.6 FT WEST OF FLDEP SURVEY MARK 1191 F 2005, 138.0 FT EAST
 DK6681'OF THE APPROXIMATE  CENTERLINE OF SOUTH RIVERSIDE STREET, 49.0 FT
 DK6681'EAST-SOUTHEAST OF A SQUARE CONCRETE  POWER POLE WITH A METER, 48.0 FT
 DK6681'SOUTHWEST OF A WOODEN LIGHT POLE NUMBER 4 6688 0908 05  AND 1.0 FT
 DK6681'SOUTH OF A CARSONITE WITNESS POST.
 DK6681
 DK6681                          STATION RECOVERY (2021)
 DK6681
 DK6681'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DK6681'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6682 ***********************************************************************
 DK6682  DESIGNATION -  872 1191 F TIDAL
 DK6682  PID         -  DK6682
 DK6682  STATE/COUNTY-  FL/VOLUSIA
 DK6682  COUNTRY     -  US
 DK6682  USGS QUAD   -  EDGEWATER (2018)
 DK6682
 DK6682                         *CURRENT SURVEY CONTROL
 DK6682  ______________________________________________________________________
 DK6682* NAD 83(1986) POSITION- 28 59 36.44   (N) 080 54 11.03   (W)   HD_HELD1
 DK6682* NAVD 88 ORTHO HEIGHT -     0.755 (meters)        2.48  (feet) ADJUSTED
 DK6682  ______________________________________________________________________
 DK6682  GEOID HEIGHT    -        -28.174 (meters)                     GEOID18
 DK6682  DYNAMIC HEIGHT  -          0.754 (meters)        2.47  (feet) COMP
 DK6682  MODELED GRAVITY -    979,263.7   (mgal)                       NAVD 88
 DK6682
 DK6682  VERT ORDER      -  FIRST     CLASS II
 DK6682
 DK6682.The horizontal coordinates were determined by differentially corrected
 DK6682.hand held GPS observations or other comparable positioning techniques
 DK6682.and have an estimated accuracy of +/- 3 meters.
 DK6682
 DK6682.The orthometric height was determined by differential leveling and
 DK6682.adjusted by the NATIONAL GEODETIC SURVEY
 DK6682.in April 2009.
 DK6682
 DK6682.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6682.GEOID18 height accuracy estimate available here.
 DK6682
 DK6682.Click photographs - Photos may exist for this station.
 DK6682
 DK6682.The dynamic height is computed by dividing the NAVD 88
 DK6682.geopotential number by the normal gravity value computed on the
 DK6682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6682.degrees latitude (g = 980.6199 gals.).
 DK6682
 DK6682.The modeled gravity was interpolated from observed gravity values.
 DK6682
 DK6682;                    North         East    Units  Estimated Accuracy
 DK6682;SPC FL E     -   516,308.6     209,445.4     MT  (+/- 3 meters HH1 GPS) 
 DK6682
 DK6682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0944207264(NAD 83)
 DK6682
 DK6682                          SUPERSEDED SURVEY CONTROL
 DK6682
 DK6682.No superseded survey control is available for this station.
 DK6682
 DK6682_STAMPING: 1191 F 2005
 DK6682_MARK LOGO: FLDEP
 DK6682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6682+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 DK6682
 DK6682  HISTORY     - Date     Condition        Report By
 DK6682  HISTORY     - 2005     MONUMENTED       FLDEP
 DK6682  HISTORY     - 20060526 GOOD             FLDEP
 DK6682  HISTORY     - 20210214 MARK NOT FOUND   GEOCAC
 DK6682
 DK6682                          STATION DESCRIPTION
 DK6682
 DK6682'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6682'THE MARK IS IN EDGEWATER, IN THE GERONIMO ALVAREZ GRANT, TOWNSHIP 17
 DK6682'SOUTH, RANGE 34  EAST.
 DK6682'
 DK6682'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 442 (INDIAN RIVER
 DK6682'BOULEVARD) AND  U.S. HIGHWAY 1 (RIDGEWOOD AVENUE) IN EDGEWATER, GO
 DK6682'NORTHWEST ON U.S. HIGHWAY 1  (RIDGEWOOD AVENUE) FOR 1.5 MI TO THE
 DK6682'INTERSECTION OF PARK AVENUE, TURN RIGHT ON PARK  AVENUE AND GO
 DK6682'EASTERLY FOR 0.2 MI TO THE T-JUNCTION OF RIVERSIDE DRIVE, TURN LEFT ON
 DK6682'RIVERSIDE DRIVE AND GO NORTH FOR 0.05 MI TO A DIRT DRIVE ON THE RIGHT
 DK6682'LEADING INTO THE  KENNEDY PARK BOAT RAMP, TURN RIGHT ON THE DIRT DRIVE
 DK6682'AND GO EAST FOR 0.05 MI TO THE BOAT  RAMP ON THE LEFT AND THE MARK ON
 DK6682'THE RIGHT, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF  THE CONCRETE
 DK6682'SEAWALL CAP IN THE SOUTHEAST CORNER OF THE PARK.
 DK6682'
 DK6682'LOCATED 419.6 FT EAST OF FLDEP SURVEY MARK 1191 E 2005, 157.4 FT SOUTH
 DK6682'OF FLDEP SURVEY  MARK 1191 G 2005, 38.3 FT SOUTHEAST OF A WOODEN LIGHT
 DK6682'POLE AND 33.0 FT SOUTHEAST OF THE  GUY ANCHOR TO THE WOODEN LIGHT
 DK6682'POLE.
 DK6682
 DK6682                          STATION RECOVERY (2021)
 DK6682
 DK6682'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DK6682'THE DESCRIBED SECTION OF SEAWALL HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6693 ***********************************************************************
 DK6693  DESIGNATION -  872 1191 G TIDAL
 DK6693  PID         -  DK6693
 DK6693  STATE/COUNTY-  FL/VOLUSIA
 DK6693  COUNTRY     -  US
 DK6693  USGS QUAD   -  EDGEWATER (2018)
 DK6693
 DK6693                         *CURRENT SURVEY CONTROL
 DK6693  ______________________________________________________________________
 DK6693* NAD 83(1986) POSITION- 28 59 37.83   (N) 080 54 11.85   (W)   HD_HELD1
 DK6693* NAVD 88 ORTHO HEIGHT -     0.777 (meters)        2.55  (feet) ADJUSTED
 DK6693  ______________________________________________________________________
 DK6693  GEOID HEIGHT    -        -28.174 (meters)                     GEOID18
 DK6693  DYNAMIC HEIGHT  -          0.776 (meters)        2.55  (feet) COMP
 DK6693  MODELED GRAVITY -    979,263.6   (mgal)                       NAVD 88
 DK6693
 DK6693  VERT ORDER      -  FIRST     CLASS II
 DK6693
 DK6693.The horizontal coordinates were determined by differentially corrected
 DK6693.hand held GPS observations or other comparable positioning techniques
 DK6693.and have an estimated accuracy of +/- 3 meters.
 DK6693
 DK6693.The orthometric height was determined by differential leveling and
 DK6693.adjusted by the NATIONAL GEODETIC SURVEY
 DK6693.in April 2009.
 DK6693
 DK6693.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6693.GEOID18 height accuracy estimate available here.
 DK6693
 DK6693.Click photographs - Photos may exist for this station.
 DK6693
 DK6693.The dynamic height is computed by dividing the NAVD 88
 DK6693.geopotential number by the normal gravity value computed on the
 DK6693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6693.degrees latitude (g = 980.6199 gals.).
 DK6693
 DK6693.The modeled gravity was interpolated from observed gravity values.
 DK6693
 DK6693;                    North         East    Units  Estimated Accuracy
 DK6693;SPC FL E     -   516,351.4     209,423.2     MT  (+/- 3 meters HH1 GPS) 
 DK6693
 DK6693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0941907307(NAD 83)
 DK6693
 DK6693                          SUPERSEDED SURVEY CONTROL
 DK6693
 DK6693.No superseded survey control is available for this station.
 DK6693
 DK6693_STAMPING: 1191 G 2005
 DK6693_MARK LOGO: FLDEP
 DK6693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6693+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 DK6693
 DK6693  HISTORY     - Date     Condition        Report By
 DK6693  HISTORY     - 2005     MONUMENTED       FLDEP
 DK6693  HISTORY     - 20060622 GOOD             FLDEP
 DK6693  HISTORY     - 20210214 MARK NOT FOUND   GEOCAC
 DK6693
 DK6693                          STATION DESCRIPTION
 DK6693
 DK6693'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6693'THE MARK IS IN EDGEWATER, IN THE GERONIMO ALVAREZ GRANT, TOWNSHIP 17
 DK6693'SOUTH, RANGE 34  EAST.
 DK6693'
 DK6693'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (RIDGEWOOD
 DK6693'AVENUE) AND PARK  AVENUE IN EDGEWATER, GO EAST ON PARK AVENUE FOR 0.2
 DK6693'MI TO THE T-JUNCTION OF RIVERSIDE  DRIVE, TURN LEFT ON RIVERSIDE DRIVE
 DK6693'AND GO NORTH FOR 0.05 MI TO A DIRT DRIVE ON THE RIGHT  LEADING INTO
 DK6693'THE KENNEDY PARK BOAT RAMP, TURN RIGHT ON THE DIRT DRIVE AND GO EAST
 DK6693'FOR  0.05 MI TO THE BOAT RAMP ON THE LEFT AND THE MARK ON LEFT, A
 DK6693'FLDEP SURVEY DISK SET FLUSH  IN THE TOP OF THE CONCRETE SEAWALL CAP IN
 DK6693'THE NORTHEAST CORNER OF THE PARK.
 DK6693'
 DK6693'LOCATED 170.2 FT WEST-NORTHWEST OF NOS BENCH MARK 1191 JLP 1978, 157.4
 DK6693'FT NORTH OF FLDEP  SURVEY MARK 1191 F 2005, 35.7 FT EAST OF THE
 DK6693'NORTHEAST CORNER OF THE CONCRETE SEAWALL  CAP AND 28.8 FT
 DK6693'EAST-NORTHEAST OF A WOODEN POWER POLE NUMBERED 46688157388.
 DK6693
 DK6693                          STATION RECOVERY (2021)
 DK6693
 DK6693'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DK6693'THE DESCRIBED SECTION OF SEAWALL HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5411 ***********************************************************************
 AK5411  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5411  DESIGNATION -  872 1191 JLP
 AK5411  PID         -  AK5411
 AK5411  STATE/COUNTY-  FL/VOLUSIA
 AK5411  COUNTRY     -  US
 AK5411  USGS QUAD   -  EDGEWATER (2018)
 AK5411
 AK5411                         *CURRENT SURVEY CONTROL
 AK5411  ______________________________________________________________________
 AK5411* NAD 83(1986) POSITION- 28 59 36.69   (N) 080 54 13.16   (W)   HD_HELD1
 AK5411* NAVD 88 ORTHO HEIGHT -     0.943 (meters)        3.09  (feet) ADJUSTED
 AK5411  ______________________________________________________________________
 AK5411  GEOID HEIGHT    -        -28.174 (meters)                     GEOID18
 AK5411  DYNAMIC HEIGHT  -          0.942 (meters)        3.09  (feet) COMP
 AK5411  MODELED GRAVITY -    979,263.7   (mgal)                       NAVD 88
 AK5411
 AK5411  VERT ORDER      -  FIRST     CLASS II
 AK5411
 AK5411.The horizontal coordinates were determined by differentially corrected
 AK5411.hand held GPS observations or other comparable positioning techniques
 AK5411.and have an estimated accuracy of +/- 3 meters.
 AK5411
 AK5411.The orthometric height was determined by differential leveling and
 AK5411.adjusted by the NATIONAL GEODETIC SURVEY
 AK5411.in June 1991.
 AK5411
 AK5411.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5411.GEOID18 height accuracy estimate available here.
 AK5411
 AK5411.This Tidal Bench Mark is designated as VM 5308
 AK5411.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5411
 AK5411.Click photographs - Photos may exist for this station.
 AK5411
 AK5411.The dynamic height is computed by dividing the NAVD 88
 AK5411.geopotential number by the normal gravity value computed on the
 AK5411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5411.degrees latitude (g = 980.6199 gals.).
 AK5411
 AK5411.The modeled gravity was interpolated from observed gravity values.
 AK5411
 AK5411;                    North         East    Units  Estimated Accuracy
 AK5411;SPC FL E     -   516,316.2     209,387.7     MT  (+/- 3 meters HH1 GPS) 
 AK5411
 AK5411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN0938407272(NAD 83)
 AK5411
 AK5411                          SUPERSEDED SURVEY CONTROL
 AK5411
 AK5411  NGVD 29 (09/01/92)    1.306  (m)            4.28   (f) ADJUSTED    2 1
 AK5411
 AK5411.Superseded values are not recommended for survey control.
 AK5411
 AK5411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5411.See file dsdata.pdf to determine how the superseded data were derived.
 AK5411
 AK5411_MARKER: DB = BENCH MARK DISK
 AK5411_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AK5411+WITH SETTING: INFORMATION.
 AK5411_STAMPING: 1191 JLP 1978
 AK5411_MARK LOGO: NOS
 AK5411_PROJECTION: FLUSH
 AK5411_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5411+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 AK5411
 AK5411  HISTORY     - Date     Condition        Report By
 AK5411  HISTORY     - 1978     MONUMENTED       NOS
 AK5411  HISTORY     - 1978     GOOD             FLDNR
 AK5411  HISTORY     - 19910227 MARK NOT FOUND   NGS
 AK5411  HISTORY     - 20050122 GOOD             FLDEP
 AK5411  HISTORY     - 20060407 GOOD             GEOCAC
 AK5411  HISTORY     - 20060622 GOOD             FLDEP
 AK5411  HISTORY     - 20210214 MARK NOT FOUND   GEOCAC
 AK5411
 AK5411                          STATION DESCRIPTION
 AK5411
 AK5411'DESCRIBED BY FL DEPT OF NAT RES 1978
 AK5411'EDGEWATER.
 AK5411'BEGIN AT THE INTERSECTION OF PARK AVENUE AND US HIGHWAY 1 (RIDGEWOOD
 AK5411'AVENUE) IN EDGEWATER, FLORIDA. PROCEED 0.2 MILES EAST ALONG PARK
 AK5411'AVENUE TO AN INTERSECTION WITH RIVERSIDE DRIVE. THE MARK IS LOCATED IN
 AK5411'THE EDGEWATER CITY PARK ACROSS FROM EDGEWATER CITY HALL. THE MARK
 AK5411'BEARS 18.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE
 AK5411'BASKETBALL COURT, 100 FEET NORTH OF THE SOUTH SEAWALL, 79 FEET
 AK5411'SOUTHWEST OF THE CENTERLINE OF THE BOAT RAMP, 175 FEET WEST NORTHWEST
 AK5411'OF THE TIDE STAFF.
 AK5411
 AK5411                          STATION RECOVERY (1991)
 AK5411
 AK5411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AK5411'MARK NOT FOUND.
 AK5411
 AK5411                          STATION RECOVERY (2005)
 AK5411
 AK5411'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AK5411'RECOVERED AS DESCRIBED.
 AK5411
 AK5411                          STATION RECOVERY (2006)
 AK5411
 AK5411'RECOVERY NOTE BY GEOCACHING 2006 (KJB)
 AK5411'MARK IN EXCELLENT SHAPE. WITNESS POST IN EXCELLENT SHAPE.
 AK5411
 AK5411                          STATION RECOVERY (2006)
 AK5411
 AK5411'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK5411'THE MARK IS IN EDGEWATER, IN THE GERONIMO ALVAREZ GRANT, TOWNSHIP 17
 AK5411'SOUTH, RANGE 34  EAST.
 AK5411'
 AK5411'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 442 (INDIAN RIVER
 AK5411'BOULEVARD) AND  U.S. HIGHWAY 1 (RIDGEWOOD AVENUE) IN EDGEWATER, GO
 AK5411'NORTHWEST ON U.S. HIGHWAY 1  (RIDGEWOOD AVENUE) FOR 1.5 MI TO THE
 AK5411'INTERSECTION OF PARK AVENUE, TURN RIGHT ON PARK  AVENUE AND GO
 AK5411'EASTERLY FOR 0.2 MI TO THE T-JUNCTION OF RIVERSIDE DRIVE, TURN LEFT ON
 AK5411'RIVERSIDE DRIVE AND GO NORTH FOR 0.05 MI TO A DIRT DRIVE ON THE RIGHT
 AK5411'LEADING INTO THE  KENNEDY PARK BOAT RAMP, TURN RIGHT ON THE DIRT DRIVE
 AK5411'AND GO EAST FOR 0.05 MI TO THE BOAT  RAMP ON THE LEFT AND THE MARK ON
 AK5411'THE RIGHT, A NOS DISK CRIMPED TO THE TOP OF A  COPPER-CLAD STEEL ROD
 AK5411'ENCASED IN A 4-INCH PVC PIPE AND CONCRETE KICKBLOCK JUST EAST OF A
 AK5411'CONCRETE SLAB, FORMERLY A BASKETBALL COURT.
 AK5411'
 AK5411'LOCATED 122.8 FT SOUTHWEST OF THE SOUTHEAST CORNER OF THE CONCRETE
 AK5411'SEAWALL CAP AT  THE SOUTHEAST CORNER OF THE BOAT RAMPS, 100.0 FT NORTH
 AK5411'OF THE SOUTH EDGE OF THE  CONCRETE SEAWALL CAP ALONG THE SOUTH SIDE OF
 AK5411'THE PARK, 18.6 FT SOUTHEAST OF THE  NORTHEAST CORNER OF THE CONCRETE
 AK5411'SLAB OF THE FORMER BASKETBALL COURT, 13.4 FT  NORTHEAST OF THE
 AK5411'SOUTHEAST CORNER OF THE CONCRETE SLAB OF THE FORMER BASKETBALL  COURT
 AK5411'AND 1.3 FT EAST OF A CARSONITE WITNESS POST.
 AK5411'
 AK5411'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AK5411'MONUMENT.
 AK5411
 AK5411                          STATION RECOVERY (2021)
 AK5411
 AK5411'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5411'MEASUREMENTS FELL UNDER THE PAVEMENT OF A PARKING SPACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6908 ***********************************************************************
 AK6908  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6908  DESIGNATION -  872 1222 A
 AK6908  PID         -  AK6908
 AK6908  STATE/COUNTY-  FL/VOLUSIA
 AK6908  COUNTRY     -  US
 AK6908  USGS QUAD   -  ARIEL (2018)
 AK6908
 AK6908                         *CURRENT SURVEY CONTROL
 AK6908  ______________________________________________________________________
 AK6908* NAD 83(1986) POSITION- 28 56 28.35   (N) 080 52 12.50   (W)   HD_HELD1
 AK6908* NAVD 88 ORTHO HEIGHT -     0.141 (meters)        0.46  (feet) ADJUSTED
 AK6908  ______________________________________________________________________
 AK6908  GEOID HEIGHT    -        -28.111 (meters)                     GEOID18
 AK6908  DYNAMIC HEIGHT  -          0.141 (meters)        0.46  (feet) COMP
 AK6908  MODELED GRAVITY -    979,265.6   (mgal)                       NAVD 88
 AK6908
 AK6908  VERT ORDER      -  SECOND    CLASS I
 AK6908
 AK6908.The horizontal coordinates were determined by differentially corrected
 AK6908.hand held GPS observations or other comparable positioning techniques
 AK6908.and have an estimated accuracy of +/- 3 meters.
 AK6908
 AK6908.The orthometric height was determined by differential leveling and
 AK6908.adjusted by the NATIONAL GEODETIC SURVEY
 AK6908.in September 1996.
 AK6908
 AK6908.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6908.GEOID18 height accuracy estimate available here.
 AK6908
 AK6908.This Tidal Bench Mark is designated as VM 10766
 AK6908.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK6908
 AK6908.Click photographs - Photos may exist for this station.
 AK6908
 AK6908.The dynamic height is computed by dividing the NAVD 88
 AK6908.geopotential number by the normal gravity value computed on the
 AK6908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6908.degrees latitude (g = 980.6199 gals.).
 AK6908
 AK6908.The modeled gravity was interpolated from observed gravity values.
 AK6908
 AK6908;                    North         East    Units  Estimated Accuracy
 AK6908;SPC FL E     -   510,521.2     212,659.9     MT  (+/- 3 meters HH1 GPS) 
 AK6908
 AK6908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN1265501478(NAD 83)
 AK6908
 AK6908                          SUPERSEDED SURVEY CONTROL
 AK6908
 AK6908  NGVD 29 (09/01/92)    0.510  (m)            1.67   (f) ADJUSTED    2 1
 AK6908
 AK6908.Superseded values are not recommended for survey control.
 AK6908
 AK6908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6908.See file dsdata.pdf to determine how the superseded data were derived.
 AK6908
 AK6908_MARKER: DJ = TIDAL STATION DISK
 AK6908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6908_STAMPING: 1222 A 1979
 AK6908_MARK LOGO: NOS
 AK6908_PROJECTION: PROJECTING 8 CENTIMETERS
 AK6908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6908+STABILITY: SURFACE MOTION
 AK6908_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK6908+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 AK6908_ROD/PIPE-DEPTH: 14.6 meters
 AK6908
 AK6908  HISTORY     - Date     Condition        Report By
 AK6908  HISTORY     - 1979     MONUMENTED       NOS
 AK6908  HISTORY     - 1985     GOOD             FLDNR
 AK6908  HISTORY     - 1987     GOOD             FLDNR
 AK6908  HISTORY     - 20050216 GOOD             FLDEP
 AK6908  HISTORY     - 20210208 MARK NOT FOUND   GEOCAC
 AK6908
 AK6908                          STATION DESCRIPTION
 AK6908
 AK6908'DESCRIBED BY FL DEPT OF NAT RES 1985
 AK6908'4.3 MI SE FROM EDGEWATER.
 AK6908'BEGIN AT THE EDGEWATER POST OFFICE, GO 3.6 MILES SOUTHERLY ON U.S.
 AK6908'HIGHWAY 1 TO THE JUNCTION OF PACKWOOD ROAD, GO 0.7 MILE EASTERLY ON
 AK6908'PACKWOOD ROAD TO ITS END AND THE MARK VICINITY.  THE MARK IS AT THE
 AK6908'CORBETT RESIDENCE ON THE SOUTH SIDE OF THE PACKWOOD CLUBHOUSE,3 FEET
 AK6908'NORTHEAST OF THE EAST CORNER OF A SMALL TIN SHED, 44 FEET SOUTHWEST
 AK6908'OF A WOOD DOCK, 30 FEET SOUTHEAST OF A CEDAR TREE, AND 26 FEET SOUTH
 AK6908'OF THE EAST CORNER OF A LARGER TIN SHED.
 AK6908
 AK6908                          STATION RECOVERY (1987)
 AK6908
 AK6908'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AK6908'RECOVERED IN GOOD CONDITION.
 AK6908
 AK6908                          STATION RECOVERY (2005)
 AK6908
 AK6908'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AK6908'RECOVERED AS DESCRIBED.
 AK6908
 AK6908                          STATION RECOVERY (2021)
 AK6908
 AK6908'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK6908'THE AREA HAS BEEN REGRADED AND LANDSCAPED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6909 ***********************************************************************
 AK6909  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6909  DESIGNATION -  872 1222 B
 AK6909  PID         -  AK6909
 AK6909  STATE/COUNTY-  FL/VOLUSIA
 AK6909  COUNTRY     -  US
 AK6909  USGS QUAD   -  ARIEL (2018)
 AK6909
 AK6909                         *CURRENT SURVEY CONTROL
 AK6909  ______________________________________________________________________
 AK6909* NAD 83(1986) POSITION- 28 56 27.04   (N) 080 52 16.44   (W)   HD_HELD1
 AK6909* NAVD 88 ORTHO HEIGHT -     1.017 (meters)        3.34  (feet) ADJUSTED
 AK6909  ______________________________________________________________________
 AK6909  GEOID HEIGHT    -        -28.110 (meters)                     GEOID18
 AK6909  DYNAMIC HEIGHT  -          1.015 (meters)        3.33  (feet) COMP
 AK6909  MODELED GRAVITY -    979,265.6   (mgal)                       NAVD 88
 AK6909
 AK6909  VERT ORDER      -  FIRST     CLASS II
 AK6909
 AK6909.The horizontal coordinates were determined by differentially corrected
 AK6909.hand held GPS observations or other comparable positioning techniques
 AK6909.and have an estimated accuracy of +/- 3 meters.
 AK6909
 AK6909.The orthometric height was determined by differential leveling and
 AK6909.adjusted by the NATIONAL GEODETIC SURVEY
 AK6909.in April 2009.
 AK6909
 AK6909.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6909.GEOID18 height accuracy estimate available here.
 AK6909
 AK6909.This Tidal Bench Mark is designated as VM 10767
 AK6909.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK6909
 AK6909.Click photographs - Photos may exist for this station.
 AK6909
 AK6909.The dynamic height is computed by dividing the NAVD 88
 AK6909.geopotential number by the normal gravity value computed on the
 AK6909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6909.degrees latitude (g = 980.6199 gals.).
 AK6909
 AK6909.The modeled gravity was interpolated from observed gravity values.
 AK6909
 AK6909;                    North         East    Units  Estimated Accuracy
 AK6909;SPC FL E     -   510,480.7     212,553.3     MT  (+/- 3 meters HH1 GPS) 
 AK6909
 AK6909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN1254901438(NAD 83)
 AK6909
 AK6909                          SUPERSEDED SURVEY CONTROL
 AK6909
 AK6909  NAVD 88 (09/06/96)    1.023  (m)            3.36   (f) SUPERSEDED  2 1
 AK6909  NGVD 29 (09/01/92)    1.392  (m)            4.57   (f) ADJUSTED    2 1
 AK6909
 AK6909.Superseded values are not recommended for survey control.
 AK6909
 AK6909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6909.See file dsdata.pdf to determine how the superseded data were derived.
 AK6909
 AK6909_MARKER: DJ = TIDAL STATION DISK
 AK6909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK6909_STAMPING: 1222 B 1979
 AK6909_MARK LOGO: NOS
 AK6909_PROJECTION: RECESSED 3 CENTIMETERS
 AK6909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6909+STABILITY: SURFACE MOTION
 AK6909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6909+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 AK6909
 AK6909  HISTORY     - Date     Condition        Report By
 AK6909  HISTORY     - 1979     MONUMENTED       NOS
 AK6909  HISTORY     - 1985     GOOD             FLDNR
 AK6909  HISTORY     - 1987     GOOD             FLDNR
 AK6909  HISTORY     - 20050216 GOOD             FLDEP
 AK6909  HISTORY     - 20060622 GOOD             FLDEP
 AK6909  HISTORY     - 20210208 MARK NOT FOUND   GEOCAC
 AK6909
 AK6909                          STATION DESCRIPTION
 AK6909
 AK6909'DESCRIBED BY FL DEPT OF NAT RES 1985
 AK6909'4.3 MI SE FROM EDGEWATER.
 AK6909'BEGIN AT THE EDGEWATER POST OFFICE, GO 3.6 MILES SOUTHERLY ON U.S.
 AK6909'HIGHWAY 1 TO THE JUNCTION OF PACKWOOD ROAD, GO 0.7 MILE EASTERLY ON
 AK6909'PACKWOOD ROAD TO ITS END AND THE MARK VICINITY.  THE MARK BEARS 110
 AK6909'FEET SOUTHWEST OF THE SOUTH CORNER OF THE PACKWOOD CLUBHOUSE, 3 FEET
 AK6909'SOUTH OF A LONE PALM TREE AT THE ENTRANCE DRIVE TO THE CORBETT
 AK6909'RESIDENCE, AND 12 FEET NORTHEAST OF THE CENTERLINE OF THE ENTRANCE
 AK6909'DRIVE.
 AK6909'THE MARK IS ABOVE LEVEL WITH DRIVE.
 AK6909
 AK6909                          STATION RECOVERY (1987)
 AK6909
 AK6909'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AK6909'RECOVERED IN GOOD CONDITION.
 AK6909
 AK6909                          STATION RECOVERY (2005)
 AK6909
 AK6909'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AK6909'RECOVERED AS DESCRIBED.
 AK6909
 AK6909                          STATION RECOVERY (2006)
 AK6909
 AK6909'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK6909'THE MARK IS ABOUT 3.2 MI SOUTHEAST OF EDGEWATER, IN THE JANE MURRAY
 AK6909'GRANT, TOWNSHIP 18  SOUTH, RANGE 34 EAST.
 AK6909'
 AK6909'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 442 (INDIAN RIVER
 AK6909'BOULEVARD) AND  U.S. HIGHWAY 1 (RIDGEWOOD AVENUE) IN EDGEWATER, GO
 AK6909'SOUTHEAST ON U.S. HIGHWAY 1  (RIDGEWOOD AVENUE) FOR 2.4 MI TO THE
 AK6909'JUNCTION OF PACKWOOD DRIVE ON THE LEFT, TURN LEFT  ON PACKWOOD DRIVE
 AK6909'AND GO EASTERLY FOR 0.65 MI TO THE T-DEAD END, TURN RIGHT ON THE
 AK6909'DRIVEWAY AND GO SOUTHERLY FOR ABOUT 150.0 FT TO THE MARK ON THE LEFT,
 AK6909'SET IN THE TOP OF  A ROUND CONCRETE MONUMENT RECESSED 0.1 FT BELOW THE
 AK6909'GROUND AND ABOUT LEVEL WITH  THE DRIVEWAY.
 AK6909'
 AK6909'LOCATED 152.0 FT SOUTH-SOUTHWEST OF AN NOS BENCH MARK 1222 F 1987, 8.0
 AK6909'FT NORTHEAST OF  THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT 288, 3.0
 AK6909'FT SOUTHEAST OF A PALM TREE AND 1.5  FT EAST OF A MAILBOX.
 AK6909'
 AK6909'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AK6909'MONUMENT.
 AK6909
 AK6909                          STATION RECOVERY (2021)
 AK6909
 AK6909'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK6909'MEASUREMENTS FELL UNDER A CONCRETE DRIVEWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7015 ***********************************************************************
 AK7015  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7015  DESIGNATION -  872 1222 F
 AK7015  PID         -  AK7015
 AK7015  STATE/COUNTY-  FL/VOLUSIA
 AK7015  COUNTRY     -  US
 AK7015  USGS QUAD   -  ARIEL (2018)
 AK7015
 AK7015                         *CURRENT SURVEY CONTROL
 AK7015  ______________________________________________________________________
 AK7015* NAD 83(1986) POSITION- 28 56 28.58   (N) 080 52 16.47   (W)   HD_HELD1
 AK7015* NAVD 88 ORTHO HEIGHT -     0.786 (meters)        2.58  (feet) ADJUSTED
 AK7015  ______________________________________________________________________
 AK7015  GEOID HEIGHT    -        -28.110 (meters)                     GEOID18
 AK7015  DYNAMIC HEIGHT  -          0.785 (meters)        2.58  (feet) COMP
 AK7015  MODELED GRAVITY -    979,265.5   (mgal)                       NAVD 88
 AK7015
 AK7015  VERT ORDER      -  FIRST     CLASS II
 AK7015
 AK7015.The horizontal coordinates were determined by differentially corrected
 AK7015.hand held GPS observations or other comparable positioning techniques
 AK7015.and have an estimated accuracy of +/- 3 meters.
 AK7015
 AK7015.The orthometric height was determined by differential leveling and
 AK7015.adjusted by the NATIONAL GEODETIC SURVEY
 AK7015.in September 1996.
 AK7015
 AK7015.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7015.GEOID18 height accuracy estimate available here.
 AK7015
 AK7015.This Tidal Bench Mark is designated as VM 19509
 AK7015.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK7015
 AK7015.Click photographs - Photos may exist for this station.
 AK7015
 AK7015.The dynamic height is computed by dividing the NAVD 88
 AK7015.geopotential number by the normal gravity value computed on the
 AK7015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7015.degrees latitude (g = 980.6199 gals.).
 AK7015
 AK7015.The modeled gravity was interpolated from observed gravity values.
 AK7015
 AK7015;                    North         East    Units  Estimated Accuracy
 AK7015;SPC FL E     -   510,528.1     212,552.4     MT  (+/- 3 meters HH1 GPS) 
 AK7015
 AK7015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN1254801485(NAD 83)
 AK7015
 AK7015                          SUPERSEDED SURVEY CONTROL
 AK7015
 AK7015  NGVD 29 (09/01/92)    1.155  (m)            3.79   (f) ADJUSTED    2 1
 AK7015
 AK7015.Superseded values are not recommended for survey control.
 AK7015
 AK7015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7015.See file dsdata.pdf to determine how the superseded data were derived.
 AK7015
 AK7015_MARKER: DB = BENCH MARK DISK
 AK7015_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK7015_STAMPING: 1222 F 1987
 AK7015_MARK LOGO: NOS
 AK7015_PROJECTION: RECESSED 9 CENTIMETERS
 AK7015_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AK7015_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK7015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7015+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2021
 AK7015
 AK7015  HISTORY     - Date     Condition        Report By
 AK7015  HISTORY     - 1987     MONUMENTED       FLDNR
 AK7015  HISTORY     - 20050216 GOOD             FLDEP
 AK7015  HISTORY     - 20060622 GOOD             FLDEP
 AK7015  HISTORY     - 20210208 GOOD             GEOCAC
 AK7015
 AK7015                          STATION DESCRIPTION
 AK7015
 AK7015'DESCRIBED BY FL DEPT OF NAT RES 1987
 AK7015'4.3 MI SE FROM EDGEWATER.
 AK7015'BEGIN AT THE EDGEWATER POST OFFICE, GO 3.6 MILES SOUTHERLY ON U.S.
 AK7015'HIGHWAY 1 TO THE JUNCTION OF PACKWOOD ROAD, GO 0.7 MILE EASTERLY ON
 AK7015'PACKWOOD ROAD TO ITS END AND THE MARK.  THE MARK BEARS 2.2 FEET
 AK7015'NORTH-NORTHWEST OF A LIGHT POLE, 37.0 FEET NORTHWEST OF THE NORTHWEST
 AK7015'CORNER OF THE PACKWOOD CLUBHOUSE, 14.6 FEET NORTH- NORTHWEST 47.9
 AK7015'SOUTHEAST OF THE SOUTHEAST CORNER OF A TRIPLEX, 119.3 FEET
 AK7015'SOUTH-SOUTHEAST OF REFERENCE OF A POWER POLE.  A STAINLESS STEEL ROD
 AK7015'DRIVEN TO AN UNKNOWN DEPTH ENCASED IN A PIPE.
 AK7015
 AK7015                          STATION RECOVERY (2005)
 AK7015
 AK7015'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AK7015'RECOVERED AS DESCRIBED.
 AK7015
 AK7015                          STATION RECOVERY (2006)
 AK7015
 AK7015'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK7015'THE MARK IS ABOUT 3.2 MI SOUTHEAST OF EDGEWATER, IN THE JANE MURRAY
 AK7015'GRANT, TOWNSHIP 18  SOUTH, RANGE 34 EAST.
 AK7015'
 AK7015'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 442 (INDIAN RIVER
 AK7015'BOULEVARD) AND  U.S. HIGHWAY 1 (RIDGEWOOD AVENUE) IN EDGEWATER, GO
 AK7015'SOUTHEAST ON U.S. HIGHWAY 1  (RIDGEWOOD AVENUE) FOR 2.4 MI TO THE
 AK7015'JUNCTION OF PACKWOOD DRIVE ON THE LEFT, TURN LEFT  ON PACKWOOD DRIVE
 AK7015'AND GO EASTERLY FOR 0.65 MI TO THE T-DEAD END, TURN RIGHT ON THE
 AK7015'DRIVEWAY AND GO SOUTHERLY FOR ABOUT 150.0 FT TO THE MARK ON THE LEFT,
 AK7015'A STAINLESS STEEL  ROD DRIVEN INTO THE GROUND WITH AN NOS DISK
 AK7015'ATTACHED, THE PVC PIPE IS RECESSED 0.1 FT  BELOW THE GROUND AND ABOUT
 AK7015'LEVEL WITH PACKWOOD DRIVE, THE NOS DISK IS RECESSED 0.3 FT  BELOW THE
 AK7015'TOP OF THE PVC PIPE.
 AK7015'
 AK7015'LOCATED 119.0 FT SOUTH-SOUTHEAST OF REFERENCE MARK IWV 53 RM 1, 106.0
 AK7015'FT NORTHEAST OF  THE POINT OF INTERSECTION OF THE CENTERLINE OF
 AK7015'PACHWOOD DRIVE AND THE NORTHWEST  SOUTHEAST DRIVE, 68.5 FT NORTHEAST
 AK7015'OF A WOODEN POWER POLE NUMBER 46884408, 37.0 FT  WEST-NORTHWEST OF THE
 AK7015'MOST NORTHWEST CORNER OF A WOOD HOUSE, 28.0 FT SOUTHEAST OF  THE
 AK7015'SOUTHEAST CORNER OF A WHITE BRICK HOUSE AND 2.2 FT NORTHWEST OF A
 AK7015'WOODEN LIGHT  POLE NUMBER 4688440 (46884239403).
 AK7015'
 AK7015'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AK7015'MONUMENT.
 AK7015
 AK7015                          STATION RECOVERY (2021)
 AK7015
 AK7015'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK7015'TO REACH FROM THE T-DEAD END OF PACKWOOD DRIVE, CONTINUE EAST ACROSS A
 AK7015'TENDED FIELD FOR 106.0 FT (32.3 M) TO THE MARK.  THE WOOD AND BRICK
 AK7015'BUILDINGS HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7016 ***********************************************************************
 AK7016  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7016  DESIGNATION -  872 1222 G
 AK7016  PID         -  AK7016
 AK7016  STATE/COUNTY-  FL/VOLUSIA
 AK7016  COUNTRY     -  US
 AK7016  USGS QUAD   -  EDGEWATER (2018)
 AK7016
 AK7016                         *CURRENT SURVEY CONTROL
 AK7016  ______________________________________________________________________
 AK7016* NAD 83(1986) POSITION- 28 56 21.36   (N) 080 52 31.86   (W)   HD_HELD1
 AK7016* NAVD 88 ORTHO HEIGHT -     2.344 (meters)        7.69  (feet) ADJUSTED
 AK7016  ______________________________________________________________________
 AK7016  GEOID HEIGHT    -        -28.105 (meters)                     GEOID18
 AK7016  DYNAMIC HEIGHT  -          2.341 (meters)        7.68  (feet) COMP
 AK7016  MODELED GRAVITY -    979,265.3   (mgal)                       NAVD 88
 AK7016
 AK7016  VERT ORDER      -  FIRST     CLASS II
 AK7016
 AK7016.The horizontal coordinates were determined by differentially corrected
 AK7016.hand held GPS observations or other comparable positioning techniques
 AK7016.and have an estimated accuracy of +/- 3 meters.
 AK7016
 AK7016.The orthometric height was determined by differential leveling and
 AK7016.adjusted by the NATIONAL GEODETIC SURVEY
 AK7016.in April 2009.
 AK7016
 AK7016.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7016.GEOID18 height accuracy estimate available here.
 AK7016
 AK7016.This Tidal Bench Mark is designated as VM 19510
 AK7016.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK7016
 AK7016.Click photographs - Photos may exist for this station.
 AK7016
 AK7016.The dynamic height is computed by dividing the NAVD 88
 AK7016.geopotential number by the normal gravity value computed on the
 AK7016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7016.degrees latitude (g = 980.6199 gals.).
 AK7016
 AK7016.The modeled gravity was interpolated from observed gravity values.
 AK7016
 AK7016;                    North         East    Units  Estimated Accuracy
 AK7016;SPC FL E     -   510,305.4     212,135.9     MT  (+/- 3 meters HH1 GPS) 
 AK7016
 AK7016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN1213101263(NAD 83)
 AK7016
 AK7016                          SUPERSEDED SURVEY CONTROL
 AK7016
 AK7016  NAVD 88 (09/06/96)    2.346  (m)            7.70   (f) SUPERSEDED  2 1
 AK7016  NGVD 29 (09/01/92)    2.715  (m)            8.91   (f) ADJUSTED    2 1
 AK7016
 AK7016.Superseded values are not recommended for survey control.
 AK7016
 AK7016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7016.See file dsdata.pdf to determine how the superseded data were derived.
 AK7016
 AK7016_MARKER: DB = BENCH MARK DISK
 AK7016_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AK7016_STAMPING: 1222 G 1987
 AK7016_MARK LOGO: NOS
 AK7016_PROJECTION: FLUSH
 AK7016_MAGNETIC: I = MARKER IS A STEEL ROD
 AK7016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK7016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK7016+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2021
 AK7016
 AK7016  HISTORY     - Date     Condition        Report By
 AK7016  HISTORY     - 1987     MONUMENTED       FLDNR
 AK7016  HISTORY     - 20050216 POOR             FLDEP
 AK7016  HISTORY     - 20060622 GOOD             FLDEP
 AK7016  HISTORY     - 20091209 POOR             GEOCAC
 AK7016  HISTORY     - 20161213 GOOD             NGS
 AK7016  HISTORY     - 20210208 GOOD             GEOCAC
 AK7016
 AK7016                          STATION DESCRIPTION
 AK7016
 AK7016'DESCRIBED BY FL DEPT OF NAT RES 1987
 AK7016'4.2 MI SSE FROM EDGEWATER.
 AK7016'BEGIN AT THE EDGEWATER POST OFFICE, GO 3.6 MILES SOUTHERLY ON U.S.
 AK7016'HIGHWAY 1 TO THE JUNCTION OF PACKWOOD ROAD, GO 0.4 MILE EASTERLY ON
 AK7016'PACKWOOD ROAD TO THE MARK.  THE MARK BEARS 26.0 FEET SOUTH OF THE
 AK7016'CENTERLINE OF PACKWOOD ROAD, 17.0 FEET WEST-NORTHWEST OF A 12 INCH
 AK7016'DIAMETER OAK TREE, AND 0.3 MILE WEST-SOUTHWEST OF TIDAL BENCH MARK
 AK7016'1222 F 1987.  NOTE--ROD DEPTH UNKNOWN.
 AK7016
 AK7016                          STATION RECOVERY (2005)
 AK7016
 AK7016'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AK7016'RECOVERED AS DESCRIBED.
 AK7016
 AK7016                          STATION RECOVERY (2006)
 AK7016
 AK7016'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK7016'THE MARK IS ABOUT 6.3 MI NORTHWEST OF OAK HILL, 2.8 MI SOUTHEAST OF
 AK7016'EDGEWATER, IN THE C E  MCHARDY GRANT, TOWNSHIP 18 SOUTH, RANGE 34
 AK7016'EAST.
 AK7016'
 AK7016'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 442 (INDIAN RIVER
 AK7016'BOULEVARD) AND U.S. HIGHWAY 1 (RIDGEWOOD AVENUE) IN EDGEWATER, GO
 AK7016'SOUTHEAST ON U.S. HIGHWAY 1 (RIDGEWOOD AVENUE) FOR 2.4 MI TO THE
 AK7016'JUNCTION OF PACKWOOD DRIVE ON THE LEFT, TURN LEFT  ON PACKWOOD DRIVE
 AK7016'AND GO EASTERLY FOR 0.35 MI TO A DRIVEWAY ON THE RIGHT AND THE  MARK
 AK7016'ON THE RIGHT, AN NOS DISK ATTACHED TO THE TOP OF A COPPER CLAD STEEL
 AK7016'ROD DRIVEN INTO THE GROUND.
 AK7016'
 AK7016'LOCATED 25.0 FT WEST OF A DRIVEWAY AT 281, 24.0 FT SOUTH OF THE
 AK7016'APPROXIMATE CENTERLINE OF  PACKWOOD DRIVE AND 2.0 FT NORTH OF A
 AK7016'CARSONITE WITNESS POST.
 AK7016'
 AK7016'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AK7016'MONUMENT.
 AK7016
 AK7016                          STATION RECOVERY (2009)
 AK7016
 AK7016'RECOVERY NOTE BY GEOCACHING 2009 (RKC)
 AK7016'THE DISK FEELS AS IF IT COULD BE LIFTED FROM THE CONCRETE.
 AK7016'
 AK7016
 AK7016                          STATION RECOVERY (2016)
 AK7016
 AK7016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (SWA)
 AK7016'RECOVERED IN GOOD CONDITION.
 AK7016
 AK7016                          STATION RECOVERY (2021)
 AK7016
 AK7016'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK7016'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7013 ***********************************************************************
 AK7013  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7013  DESIGNATION -  872 1223 J
 AK7013  PID         -  AK7013
 AK7013  STATE/COUNTY-  FL/VOLUSIA
 AK7013  COUNTRY     -  US
 AK7013  USGS QUAD   -  ARIEL (2018)
 AK7013
 AK7013                         *CURRENT SURVEY CONTROL
 AK7013  ______________________________________________________________________
 AK7013* NAD 83(1986) POSITION- 28 55 42.30   (N) 080 49 25.69   (W)   HD_HELD1
 AK7013* NAVD 88 ORTHO HEIGHT -     4.021 (meters)       13.19  (feet) ADJUSTED
 AK7013  ______________________________________________________________________
 AK7013  GEOID HEIGHT    -        -28.141 (meters)                     GEOID18
 AK7013  DYNAMIC HEIGHT  -          4.016 (meters)       13.18  (feet) COMP
 AK7013  MODELED GRAVITY -    979,266.8   (mgal)                       NAVD 88
 AK7013
 AK7013  VERT ORDER      -  SECOND    CLASS I
 AK7013
 AK7013.The horizontal coordinates were determined by differentially corrected
 AK7013.hand held GPS observations or other comparable positioning techniques
 AK7013.and have an estimated accuracy of +/- 3 meters.
 AK7013
 AK7013.The orthometric height was determined by differential leveling and
 AK7013.adjusted by the NATIONAL GEODETIC SURVEY
 AK7013.in September 1996.
 AK7013
 AK7013.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7013.GEOID18 height accuracy estimate available here.
 AK7013
 AK7013.This Tidal Bench Mark is designated as VM 17182
 AK7013.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK7013
 AK7013.Click photographs - Photos may exist for this station.
 AK7013
 AK7013.The dynamic height is computed by dividing the NAVD 88
 AK7013.geopotential number by the normal gravity value computed on the
 AK7013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7013.degrees latitude (g = 980.6199 gals.).
 AK7013
 AK7013.The modeled gravity was interpolated from observed gravity values.
 AK7013
 AK7013;                    North         East    Units  Estimated Accuracy
 AK7013;SPC FL E     -   509,109.3     217,179.3     MT  (+/- 3 meters HH1 GPS) 
 AK7013
 AK7013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN1717300067(NAD 83)
 AK7013
 AK7013                          SUPERSEDED SURVEY CONTROL
 AK7013
 AK7013  NGVD 29 (09/01/92)    4.400  (m)           14.44   (f) ADJUSTED    2 1
 AK7013
 AK7013.Superseded values are not recommended for survey control.
 AK7013
 AK7013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7013.See file dsdata.pdf to determine how the superseded data were derived.
 AK7013
 AK7013_MARKER: DB = BENCH MARK DISK
 AK7013_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK7013_STAMPING: 1223 J 1987
 AK7013_MARK LOGO: NOS
 AK7013_PROJECTION: RECESSED 18 CENTIMETERS
 AK7013_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK7013_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK7013+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2021
 AK7013
 AK7013  HISTORY     - Date     Condition        Report By
 AK7013  HISTORY     - 1987     MONUMENTED       FLDNR
 AK7013  HISTORY     - 20050215 GOOD             FLDEP
 AK7013  HISTORY     - 20210305 GOOD             GEOCAC
 AK7013
 AK7013                          STATION DESCRIPTION
 AK7013
 AK7013'DESCRIBED BY FL DEPT OF NAT RES 1987
 AK7013'9.65 MI SE FROM NEW SMYRNA BEACH.
 AK7013'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN
 AK7013'NEW SMYRNA BEACH GO 9.75 MILES EAST AND SOUTH ON A1A TO THE JUNCTION
 AK7013'OF A SAND ROAD LEADING EAST, GO 0.05 MILE EAST ON THE SAND ROAD TO A
 AK7013'T-JUNCTION, GO 0.05 MILE NORTH ON THE SAND ROAD TO ITS END AND THE
 AK7013'MARK.  THE MARK BEARS 9.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF
 AK7013'THE DIRT ROAD, 85.0 FEET NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE
 AK7013'NUMBER 9003, 57.7 FEET NORTH- NORTHWEST OF A POWER POLE AND 62.2 FEET
 AK7013'NORTH OF A POWER POLE.  THE MARK IS LOCATED IN THE CANAVERAL NATIONAL
 AK7013'SEASHORE PARK.  DEPTH OF ROD UNKNOWN.
 AK7013'THE MARK IS 5.8 FT  W FROM A WITNESS POST.
 AK7013'THE MARK IS 0.7 FT BELOW GROUND.
 AK7013
 AK7013                          STATION RECOVERY (2005)
 AK7013
 AK7013'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AK7013'THE MARK IS IN THE CANAVERAL NATIONAL SEASHORE, SOUTHEAST OF TURTLE
 AK7013'MOUND, IN SECTION 16, TOWNSHIP 18 SOUTH, RANGE 35 EAST.
 AK7013'
 AK7013'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY A1A AND U.S.
 AK7013'HIGHWAY 1 IN NEW SMYRNA BEACH, GO EAST THEN SOUTH ON STATE HIGHWAY A1A
 AK7013'FOR 9.0 MI (14.5 KM) TO THE CANAVERAL NATIONAL SEASHORE ENTRANCE
 AK7013'BOOTH.  CONTINUE SOUTH ON STATE HIGHWAY A1A FOR 0.7 MI (1.1 KM) TO THE
 AK7013'VISITOR INFORMATION CENTER ON THE RIGHT AND A EAST-WEST SAND ROAD ON
 AK7013'THE LEFT.  TURN LEFT ON THE SAND ROAD AND GO EAST FOR 0.05 MI (0.1 KM)
 AK7013'TO A T-JUNCTION.  TURN LEFT ON THE SAND ROAD AND GO NORTH TO THE SAND
 AK7013'ROADS END AND THE MARK, A NOS BENCH MARK DISK CRIMPED TO THE TOP OF A
 AK7013'STAINLESS STEEL ROD ENCASED IN A PVC PIPE AND CONCRETE KICK BLOCK,
 AK7013'RECESSED 0.7 FT (21 CM) BELOW THE LEVEL OF THE GROUND.
 AK7013'
 AK7013'LOCATED 214.0 FT (65.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 AK7013'EAST END OF EAST-WEST SAND ROAD THAT IS OPPOSITE THE VISITOR
 AK7013'INFORMATION CENTER, 62.2 FT (19.0 M) NORTH OF A WOODEN POWER POLE ON
 AK7013'THE WEST SIDE OF THE NORTH-SOUTH SAND ROAD, 57.7 FT (17.6 M)
 AK7013'NORTH-NORTHWEST OF A WOODEN POWER POLE ON THE EAST SIDE OF THE
 AK7013'NORTH-SOUTH SAND ROAD, 9.5 FT (2.9 M) EAST-NORTHEAST OF THE CENTER OF
 AK7013'A DIM NORTH-SOUTH SAND ROAD AND 5.8 FT (1.8 M) SOUTHWEST AND 1.0 FT
 AK7013'(0.3 M) SOUTH OF CARSONITE WITNESS POSTS.
 AK7013'
 AK7013'NOTE DEPTH OF ROD UNKNOWN.
 AK7013
 AK7013                          STATION RECOVERY (2021)
 AK7013
 AK7013'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK7013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7014 ***********************************************************************
 AK7014  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7014  DESIGNATION -  872 1223 K
 AK7014  PID         -  AK7014
 AK7014  STATE/COUNTY-  FL/VOLUSIA
 AK7014  COUNTRY     -  US
 AK7014  USGS QUAD   -  ARIEL (2018)
 AK7014
 AK7014                         *CURRENT SURVEY CONTROL
 AK7014  ______________________________________________________________________
 AK7014* NAD 83(1986) POSITION- 28 56 09.17   (N) 080 49 46.53   (W)   HD_HELD1
 AK7014* NAVD 88 ORTHO HEIGHT -     1.401 (meters)        4.60  (feet) ADJUSTED
 AK7014  ______________________________________________________________________
 AK7014  GEOID HEIGHT    -        -28.140 (meters)                     GEOID18
 AK7014  DYNAMIC HEIGHT  -          1.399 (meters)        4.59  (feet) COMP
 AK7014  MODELED GRAVITY -    979,267.0   (mgal)                       NAVD 88
 AK7014
 AK7014  VERT ORDER      -  FIRST     CLASS II
 AK7014
 AK7014.The horizontal coordinates were determined by differentially corrected
 AK7014.hand held GPS observations or other comparable positioning techniques
 AK7014.and have an estimated accuracy of +/- 3 meters.
 AK7014
 AK7014.The orthometric height was determined by differential leveling and
 AK7014.adjusted by the NATIONAL GEODETIC SURVEY
 AK7014.in December 2010.
 AK7014
 AK7014.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7014.GEOID18 height accuracy estimate available here.
 AK7014
 AK7014.This Tidal Bench Mark is designated as VM 17183
 AK7014.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK7014
 AK7014.Click photographs - Photos may exist for this station.
 AK7014
 AK7014.The dynamic height is computed by dividing the NAVD 88
 AK7014.geopotential number by the normal gravity value computed on the
 AK7014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7014.degrees latitude (g = 980.6199 gals.).
 AK7014
 AK7014.The modeled gravity was interpolated from observed gravity values.
 AK7014
 AK7014;                    North         East    Units  Estimated Accuracy
 AK7014;SPC FL E     -   509,935.7     216,613.7     MT  (+/- 3 meters HH1 GPS) 
 AK7014
 AK7014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNN1660800893(NAD 83)
 AK7014
 AK7014                          SUPERSEDED SURVEY CONTROL
 AK7014
 AK7014  NAVD 88 (09/06/96)    1.404  (m)            4.61   (f) SUPERSEDED  2 1
 AK7014  NGVD 29 (09/01/92)    1.784  (m)            5.85   (f) ADJUSTED    2 1
 AK7014
 AK7014.Superseded values are not recommended for survey control.
 AK7014
 AK7014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7014.See file dsdata.pdf to determine how the superseded data were derived.
 AK7014
 AK7014_MARKER: DJ = TIDAL STATION DISK
 AK7014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AK7014_STAMPING: 1223 K 1987
 AK7014_MARK LOGO: NOS
 AK7014_PROJECTION: FLUSH
 AK7014_MAGNETIC: I = MARKER IS A STEEL ROD
 AK7014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK7014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7014+SATELLITE: SATELLITE OBSERVATIONS - December 14, 2016
 AK7014
 AK7014  HISTORY     - Date     Condition        Report By
 AK7014  HISTORY     - 1987     MONUMENTED       FLDNR
 AK7014  HISTORY     - 20050215 GOOD             FLDEP
 AK7014  HISTORY     - 20161214 GOOD             NGS
 AK7014  HISTORY     - 20210313 MARK NOT FOUND   GEOCAC
 AK7014
 AK7014                          STATION DESCRIPTION
 AK7014
 AK7014'DESCRIBED BY FL DEPT OF NAT RES 1987
 AK7014'9.2 MI SE FROM NEW SMYRNA BEACH.
 AK7014'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN
 AK7014'NEW SMYRNA BEACH, GO 9.2 MILES EAST AND SOUTH ON A1A TO THE MARK.
 AK7014'THE MARK BEARS 19.2 FEET WEST-SOUTHWEST OF THE CENTERLINE OF A1A, 2.2
 AK7014'FEET WEST-SOUTHWEST OF A FOOT TRAFFIC PROHIBITED ON DUNE SIGN, 23.7
 AK7014'FEET EAST-NORTHEAST OF A POWER POLE, WEST-SOUTHWEST AND ACROSS A1A
 AK7014'FROM PARKING LOT NUMBER ONE, 0.25 MILE SOUTH- SOUTHEAST OF THE
 AK7014'ENTRANCE GATE TO THE CANAVERAL NATIONAL SEASHORE PARK, AND 0.45 MILE
 AK7014'NORTH-NORTHWEST OF THE ENTRANCE ROAD TO THE TURTLE MOUND HISTORICAL
 AK7014'SITE.  NOTE--ROD DEPTH UNKNOWN.
 AK7014
 AK7014                          STATION RECOVERY (2005)
 AK7014
 AK7014'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AK7014'THE MARK IS IN THE CANAVERAL NATIONAL SEASHORE, NORTHEAST OF TURTLE
 AK7014'MOUND, IN SECTION 16, TOWNSHIP 18 SOUTH, RANGE 35 EAST.
 AK7014'
 AK7014'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY A1A AND U.S.
 AK7014'HIGHWAY 1 IN NEW SMYRNA BEACH, GO EAST THEN SOUTH ON STATE HIGHWAY A1A
 AK7014'FOR 9.0 MI (14.5 KM) TO THE CANAVERAL NATIONAL SEASHORE ENTRANCE
 AK7014'BOOTH.  CONTINUE SOUTH ON STATE HIGHWAY A1A FOR 0.1 MI (0.2 KM) TO THE
 AK7014'MARK ON THE RIGHT, A NOS BENCH MARK DISK CRIMPED TO THE TOP OF A
 AK7014'STAINLESS STEEL ROD ENCASED IN A PVC PIPE AND CONCRETE KICK BLOCK
 AK7014'LEVEL WITH THE GROUND.
 AK7014'
 AK7014'LOCATED 370.0 FT (112.8 M) SOUTH-SOUTHEAST OF THE SOUTH SIDE OF THE
 AK7014'CANAVERAL NATIONAL SEASHORE ENTRANCE BOOTH, 160.7 FT (49.0 M) NORTH OF
 AK7014'THE APPROXIMATE CENTERLINE OF THE NORTHERNMOST PAVED DRIVEWAY OF A
 AK7014'BOAT RAMP PARKING AREA, 23.7 FT (7.2 M) EAST-NORTHEAST OF A WOODEN
 AK7014'POWER POLE, 19.2 FT (5.9 M) WEST-SOUTHWEST OF THE APPROXIMATE
 AK7014'CENTERLINE OF STATE HIGHWAY A1A AND 12.0 FT (3.7 M) EAST-NORTHEAST OF
 AK7014'A CARSONITE WITNESS POST.
 AK7014'
 AK7014'NOTE DEPTH OF ROD UNKNOWN.
 AK7014
 AK7014                          STATION RECOVERY (2016)
 AK7014
 AK7014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2016 (SWA)
 AK7014'RECOVERED IN GOOD CONDITION.
 AK7014
 AK7014                          STATION RECOVERY (2021)
 AK7014
 AK7014'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK7014'THE AREA HAS BEEN REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7009 ***********************************************************************
 AK7009  DESIGNATION -  872 1278 E TIDAL
 AK7009  PID         -  AK7009
 AK7009  STATE/COUNTY-  FL/VOLUSIA
 AK7009  COUNTRY     -  US
 AK7009  USGS QUAD   -  OAK HILL (2018)
 AK7009
 AK7009                         *CURRENT SURVEY CONTROL
 AK7009  ______________________________________________________________________
 AK7009* NAD 83(1986) POSITION- 28 51 49.86   (N) 080 50 59.43   (W)   HD_HELD1
 AK7009* NAVD 88 ORTHO HEIGHT -     6.572 (meters)       21.56  (feet) ADJUSTED
 AK7009  ______________________________________________________________________
 AK7009  GEOID HEIGHT    -        -28.081 (meters)                     GEOID18
 AK7009  DYNAMIC HEIGHT  -          6.563 (meters)       21.53  (feet) COMP
 AK7009  MODELED GRAVITY -    979,260.1   (mgal)                       NAVD 88
 AK7009
 AK7009  VERT ORDER      -  SECOND    CLASS I
 AK7009
 AK7009.The horizontal coordinates were determined by differentially corrected
 AK7009.hand held GPS observations or other comparable positioning techniques
 AK7009.and have an estimated accuracy of +/- 3 meters.
 AK7009
 AK7009.The orthometric height was determined by differential leveling and
 AK7009.adjusted by the NATIONAL GEODETIC SURVEY
 AK7009.in September 1996.
 AK7009
 AK7009.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7009.GEOID18 height accuracy estimate available here.
 AK7009
 AK7009.Click photographs - Photos may exist for this station.
 AK7009
 AK7009.The dynamic height is computed by dividing the NAVD 88
 AK7009.geopotential number by the normal gravity value computed on the
 AK7009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7009.degrees latitude (g = 980.6199 gals.).
 AK7009
 AK7009.The modeled gravity was interpolated from observed gravity values.
 AK7009
 AK7009;                    North         East    Units  Estimated Accuracy
 AK7009;SPC FL E     -   501,950.1     214,649.5     MT  (+/- 3 meters HH1 GPS) 
 AK7009
 AK7009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1464492910(NAD 83)
 AK7009
 AK7009                          SUPERSEDED SURVEY CONTROL
 AK7009
 AK7009  NGVD 29 (09/01/92)    6.959  (m)           22.83   (f) ADJUSTED    2 1
 AK7009
 AK7009.Superseded values are not recommended for survey control.
 AK7009
 AK7009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7009.See file dsdata.pdf to determine how the superseded data were derived.
 AK7009
 AK7009_MARKER: DB = BENCH MARK DISK
 AK7009_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK7009+WITH SETTING: PAVEMENT
 AK7009_SP_SET: FLAG POLE BASE
 AK7009_STAMPING: 1278 E 1986
 AK7009_MARK LOGO: NOS
 AK7009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7009+STABILITY: SURFACE MOTION
 AK7009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7009+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2021
 AK7009
 AK7009  HISTORY     - Date     Condition        Report By
 AK7009  HISTORY     - 1986     MONUMENTED       FLDNR
 AK7009  HISTORY     - 20050315 GOOD             PB
 AK7009  HISTORY     - 20080508 GOOD             GEOCAC
 AK7009  HISTORY     - 20210204 GOOD             GEOCAC
 AK7009
 AK7009                          STATION DESCRIPTION
 AK7009
 AK7009'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK7009'IN OAK HILL.
 AK7009'THE MARK IS LOCATED AT THE POST OFFICE IN OAK HILL.  THE MARK BEARS
 AK7009'0.7 FOOT SOUTH OF THE FLAG POLE, 25.8 FEET EAST-SOUTHEAST OF THE
 AK7009'NORTHEAST CORNER OF THE POST OFFICE, AND 100.7 FEET SOUTH OF THE
 AK7009'CENTERLINE OF EAST HALIFAX AVENUE.
 AK7009
 AK7009                          STATION RECOVERY (2005)
 AK7009
 AK7009'RECOVERY NOTE BY PBS&J 2005
 AK7009'RECOVERED IN GOOD CONDITION.
 AK7009
 AK7009                          STATION RECOVERY (2008)
 AK7009
 AK7009'RECOVERY NOTE BY GEOCACHING 2008 (FJE)
 AK7009'RECOVERED IN GOOD CONDITION.
 AK7009
 AK7009                          STATION RECOVERY (2021)
 AK7009
 AK7009'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK7009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6981 ***********************************************************************
 AK6981  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6981  DESIGNATION -  872 1323 G TIDAL
 AK6981  PID         -  AK6981
 AK6981  STATE/COUNTY-  FL/VOLUSIA
 AK6981  COUNTRY     -  US
 AK6981  USGS QUAD   -  OAK HILL (2018)
 AK6981
 AK6981                         *CURRENT SURVEY CONTROL
 AK6981  ______________________________________________________________________
 AK6981* NAD 83(1986) POSITION- 28 48 17.94   (N) 080 51 38.67   (W)   HD_HELD1
 AK6981* NAVD 88 ORTHO HEIGHT -     1.129 (meters)        3.70  (feet) ADJUSTED
 AK6981  ______________________________________________________________________
 AK6981  GEOID HEIGHT    -        -28.059 (meters)                     GEOID18
 AK6981  DYNAMIC HEIGHT  -          1.127 (meters)        3.70  (feet) COMP
 AK6981  MODELED GRAVITY -    979,253.6   (mgal)                       NAVD 88
 AK6981
 AK6981  VERT ORDER      -  FIRST     CLASS II
 AK6981
 AK6981.The horizontal coordinates were determined by differentially corrected
 AK6981.hand held GPS observations or other comparable positioning techniques
 AK6981.and have an estimated accuracy of +/- 3 meters.
 AK6981
 AK6981.The orthometric height was determined by differential leveling and
 AK6981.adjusted by the NATIONAL GEODETIC SURVEY
 AK6981.in May 2003.
 AK6981
 AK6981.No vertical observational check was made to the station.
 AK6981
 AK6981.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6981.GEOID18 height accuracy estimate available here.
 AK6981
 AK6981.This Tidal Bench Mark is designated as VM 5319
 AK6981.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK6981
 AK6981.Click photographs - Photos may exist for this station.
 AK6981
 AK6981.The dynamic height is computed by dividing the NAVD 88
 AK6981.geopotential number by the normal gravity value computed on the
 AK6981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6981.degrees latitude (g = 980.6199 gals.).
 AK6981
 AK6981.The modeled gravity was interpolated from observed gravity values.
 AK6981
 AK6981;                    North         East    Units  Estimated Accuracy
 AK6981;SPC FL E     -   495,424.8     213,593.8     MT  (+/- 3 meters HH1 GPS) 
 AK6981
 AK6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1358986387(NAD 83)
 AK6981
 AK6981                          SUPERSEDED SURVEY CONTROL
 AK6981
 AK6981  NAVD 88 (05/20/94)    1.151  (m)            3.78   (f) SUPERSEDED  1 2
 AK6981  NGVD 29 (09/01/92)    1.524  (m)            5.00   (f) ADJUSTED    1 2
 AK6981
 AK6981.Superseded values are not recommended for survey control.
 AK6981
 AK6981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6981.See file dsdata.pdf to determine how the superseded data were derived.
 AK6981
 AK6981_MARKER: DB = BENCH MARK DISK
 AK6981_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK6981_STAMPING: 1323 G 1986
 AK6981_MARK LOGO: NOS
 AK6981_PROJECTION: FLUSH
 AK6981_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6981_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK6981_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK6981+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2021
 AK6981_ROD/PIPE-DEPTH: 18.3 meters
 AK6981
 AK6981  HISTORY     - Date     Condition        Report By
 AK6981  HISTORY     - 1986     MONUMENTED       NOS
 AK6981  HISTORY     - 19910226 GOOD             NGS
 AK6981  HISTORY     - 20210122 GOOD             GEOCAC
 AK6981
 AK6981                          STATION DESCRIPTION
 AK6981
 AK6981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AK6981'0.1 KM (0.1 MI) WESTERLY ALONG EAST HALIFAX AVENUE FROM THE POST
 AK6981'OFFICE IN OAK HILL, THENCE 7.0 KM (4.3 MI) SOUTHERLY ALONG U.S.
 AK6981'HIGHWAY 1, THENCE 0.9 KM (0.6 MI) SOUTHERLY ALONG COUNTY LINE ROAD,
 AK6981'THENCE 0.6 KM (0.4 MI) EASTERLY ALONG A DIRT ROAD, 4.7 M (15.4 FT)
 AK6981'NORTH OF AND LEVEL WITH THE ROAD CENTER, 1.9 M (6.2 FT) EAST OF A TWIN
 AK6981'TRUNK OAK TREE, AND 0.2 M (0.7 FT) SOUTH OF A WITNESS POST.
 AK6981'NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE THAT IS FLUSH WITH
 AK6981'THE GROUND SURFACE.
 AK6981
 AK6981                          STATION RECOVERY (2021)
 AK6981
 AK6981'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK6981'THE DIRT ROAD IS OLD DIXIE LANE AND THE WITNESS POST HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6980 ***********************************************************************
 AK6980  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6980  DESIGNATION -  872 1323 H TIDAL
 AK6980  PID         -  AK6980
 AK6980  STATE/COUNTY-  FL/VOLUSIA
 AK6980  COUNTRY     -  US
 AK6980  USGS QUAD   -  OAK HILL (2018)
 AK6980
 AK6980                         *CURRENT SURVEY CONTROL
 AK6980  ______________________________________________________________________
 AK6980* NAD 83(1986) POSITION- 28 48 15.90   (N) 080 51 45.72   (W)   HD_HELD1
 AK6980* NAVD 88 ORTHO HEIGHT -     1.060 (meters)        3.48  (feet) ADJUSTED
 AK6980  ______________________________________________________________________
 AK6980  GEOID HEIGHT    -        -28.057 (meters)                     GEOID18
 AK6980  DYNAMIC HEIGHT  -          1.058 (meters)        3.47  (feet) COMP
 AK6980  MODELED GRAVITY -    979,253.5   (mgal)                       NAVD 88
 AK6980
 AK6980  VERT ORDER      -  FIRST     CLASS II
 AK6980
 AK6980.The horizontal coordinates were determined by differentially corrected
 AK6980.hand held GPS observations or other comparable positioning techniques
 AK6980.and have an estimated accuracy of +/- 3 meters.
 AK6980
 AK6980.The orthometric height was determined by differential leveling and
 AK6980.adjusted by the NATIONAL GEODETIC SURVEY
 AK6980.in May 2003.
 AK6980
 AK6980.No vertical observational check was made to the station.
 AK6980
 AK6980.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6980.GEOID18 height accuracy estimate available here.
 AK6980
 AK6980.This Tidal Bench Mark is designated as VM 5320
 AK6980.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK6980
 AK6980.Click photographs - Photos may exist for this station.
 AK6980
 AK6980.The dynamic height is computed by dividing the NAVD 88
 AK6980.geopotential number by the normal gravity value computed on the
 AK6980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6980.degrees latitude (g = 980.6199 gals.).
 AK6980
 AK6980.The modeled gravity was interpolated from observed gravity values.
 AK6980
 AK6980;                    North         East    Units  Estimated Accuracy
 AK6980;SPC FL E     -   495,361.7     213,402.7     MT  (+/- 3 meters HH1 GPS) 
 AK6980
 AK6980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1339886324(NAD 83)
 AK6980
 AK6980                          SUPERSEDED SURVEY CONTROL
 AK6980
 AK6980  NAVD 88 (05/20/94)    1.082  (m)            3.55   (f) SUPERSEDED  1 2
 AK6980  NGVD 29 (09/01/92)    1.455  (m)            4.77   (f) ADJUSTED    1 2
 AK6980
 AK6980.Superseded values are not recommended for survey control.
 AK6980
 AK6980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6980.See file dsdata.pdf to determine how the superseded data were derived.
 AK6980
 AK6980_MARKER: DB = BENCH MARK DISK
 AK6980_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK6980_STAMPING: 1323 H 1986
 AK6980_MARK LOGO: NOS
 AK6980_PROJECTION: FLUSH
 AK6980_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6980_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK6980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK6980+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2021
 AK6980_ROD/PIPE-DEPTH: 18.3 meters
 AK6980
 AK6980  HISTORY     - Date     Condition        Report By
 AK6980  HISTORY     - 1986     MONUMENTED       NOS
 AK6980  HISTORY     - 19910226 GOOD             NGS
 AK6980  HISTORY     - 20210122 GOOD             GEOCAC
 AK6980
 AK6980                          STATION DESCRIPTION
 AK6980
 AK6980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AK6980'0.1 KM (0.1 MI) WESTERLY ALONG EAST HALIFAX AVENUE FROM THE POST
 AK6980'OFFICE IN OAK HILL, THENCE 7.0 KM (4.3 MI) SOUTHERLY ALONG U.S.
 AK6980'HIGHWAY 1, THENCE 0.9 KM (0.6 MI) SOUTHERLY ALONG COUNTY LINE ROAD,
 AK6980'THENCE 0.4 KM (0.2 MI) EASTERLY ALONG A DIRT ROAD, 5.5 M (18.0 FT)
 AK6980'NORTH OF AND LEVEL WITH THE ROAD CENTER, 5.1 M (16.7 FT) WEST OF THE
 AK6980'CENTER OF A FIELD ENTRANCE, 3.0 M (9.8 FT) SOUTHWEST OF THE WEST END
 AK6980'OF A 24-INCH PIPE CULVERT, AND 0.3 M (1.0 FT) SOUTH OF A WITNESS
 AK6980'POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE THAT IS FLUSH
 AK6980'WITH THE GROUND SURFACE.
 AK6980
 AK6980                          STATION RECOVERY (2021)
 AK6980
 AK6980'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK6980'THE DIRT ROAD IS OLD DIXIE LANE AND THE FIELD ENTRANCE IS THE DRIVEWAY
 AK6980'LEADING NORTH TO ADDRESS 560.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6979 ***********************************************************************
 AK6979  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6979  DESIGNATION -  872 1323 J TIDAL
 AK6979  PID         -  AK6979
 AK6979  STATE/COUNTY-  FL/VOLUSIA
 AK6979  COUNTRY     -  US
 AK6979  USGS QUAD   -  OAK HILL (2018)
 AK6979
 AK6979                         *CURRENT SURVEY CONTROL
 AK6979  ______________________________________________________________________
 AK6979* NAD 83(1986) POSITION- 28 48 14.97   (N) 080 51 55.71   (W)   HD_HELD1
 AK6979* NAVD 88 ORTHO HEIGHT -     1.327 (meters)        4.35  (feet) ADJUSTED
 AK6979  ______________________________________________________________________
 AK6979  GEOID HEIGHT    -        -28.053 (meters)                     GEOID18
 AK6979  DYNAMIC HEIGHT  -          1.325 (meters)        4.35  (feet) COMP
 AK6979  MODELED GRAVITY -    979,253.3   (mgal)                       NAVD 88
 AK6979
 AK6979  VERT ORDER      -  FIRST     CLASS II
 AK6979
 AK6979.The horizontal coordinates were determined by differentially corrected
 AK6979.hand held GPS observations or other comparable positioning techniques
 AK6979.and have an estimated accuracy of +/- 3 meters.
 AK6979
 AK6979.The orthometric height was determined by differential leveling and
 AK6979.adjusted by the NATIONAL GEODETIC SURVEY
 AK6979.in May 2003.
 AK6979
 AK6979.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6979.GEOID18 height accuracy estimate available here.
 AK6979
 AK6979.This Tidal Bench Mark is designated as VM 5321
 AK6979.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK6979
 AK6979.Click photographs - Photos may exist for this station.
 AK6979
 AK6979.The dynamic height is computed by dividing the NAVD 88
 AK6979.geopotential number by the normal gravity value computed on the
 AK6979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6979.degrees latitude (g = 980.6199 gals.).
 AK6979
 AK6979.The modeled gravity was interpolated from observed gravity values.
 AK6979
 AK6979;                    North         East    Units  Estimated Accuracy
 AK6979;SPC FL E     -   495,332.8     213,131.8     MT  (+/- 3 meters HH1 GPS) 
 AK6979
 AK6979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1312786295(NAD 83)
 AK6979
 AK6979                          SUPERSEDED SURVEY CONTROL
 AK6979
 AK6979  NAVD 88 (05/20/94)    1.349  (m)            4.43   (f) SUPERSEDED  1 2
 AK6979  NGVD 29 (09/01/92)    1.722  (m)            5.65   (f) ADJUSTED    1 2
 AK6979
 AK6979.Superseded values are not recommended for survey control.
 AK6979
 AK6979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6979.See file dsdata.pdf to determine how the superseded data were derived.
 AK6979
 AK6979_MARKER: DB = BENCH MARK DISK
 AK6979_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK6979_STAMPING: 1323 J 1986
 AK6979_MARK LOGO: NOS
 AK6979_PROJECTION: RECESSED 10 CENTIMETERS
 AK6979_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK6979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK6979+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2021
 AK6979_ROD/PIPE-DEPTH: 19.5 meters
 AK6979
 AK6979  HISTORY     - Date     Condition        Report By
 AK6979  HISTORY     - 1986     MONUMENTED       NOS
 AK6979  HISTORY     - 19910226 GOOD             NGS
 AK6979  HISTORY     - 20210122 GOOD             GEOCAC
 AK6979
 AK6979                          STATION DESCRIPTION
 AK6979
 AK6979'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AK6979'0.1 KM (0.1 MI) WESTERLY ALONG EAST HALIFAX AVENUE FROM THE POST
 AK6979'OFFICE IN OAK HILL, THENCE 7.0 KM (4.3 MI) SOUTHERLY ALONG U.S.
 AK6979'HIGHWAY 1, THENCE 0.9 KM (0.6 MI) SOUTHERLY ALONG COUNTY LINE ROAD,
 AK6979'THENCE 0.2 KM (0.1 MI) EASTERLY ALONG A DIRT ROAD, 8.2 M (26.9 FT)
 AK6979'WEST OF THE NORTH END OF A HEADWALL, 4.1 M (13.5 FT) EAST OF A UTILITY
 AK6979'POLE WITH A TRANSFORMER AND 3 GUY CABLES, 3.6 M (11.8 FT) SOUTH OF
 AK6979'AND LEVEL WITH THE ROAD CENTER, AND 0.3 M (1.0 FT) NORTH OF A WITNESS
 AK6979'POST.  NOTE--THE DISK IS ENCASED IN A 6-INCH PVC PIPE THAT IS FLUSH
 AK6979'WITH THE GROUND SURFACE.
 AK6979
 AK6979                          STATION RECOVERY (2021)
 AK6979
 AK6979'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK6979'THE MARK IS 14.8 FT (4.5 M) SOUTH OF THE CENTERLINE OF OLD DIXIE LANE,
 AK6979'A DIRT ROAD AND IS ENCASED IN A 6-INCH (15 CM) PVC PIPE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS3304 ***********************************************************************
 DS3304  DESIGNATION -  872 1323 K
 DS3304  PID         -  DS3304
 DS3304  STATE/COUNTY-  FL/VOLUSIA
 DS3304  COUNTRY     -  US
 DS3304  USGS QUAD   -  OAK HILL (2018)
 DS3304
 DS3304                         *CURRENT SURVEY CONTROL
 DS3304  ______________________________________________________________________
 DS3304* NAD 83(1986) POSITION- 28 49 04.71   (N) 080 51 03.31   (W)   HD_HELD1
 DS3304* NAVD 88 ORTHO HEIGHT -     1.025 (meters)        3.36  (feet) ADJUSTED
 DS3304  ______________________________________________________________________
 DS3304  GEOID HEIGHT    -        -28.072 (meters)                     GEOID18
 DS3304  DYNAMIC HEIGHT  -          1.023 (meters)        3.36  (feet) COMP
 DS3304  MODELED GRAVITY -    979,255.3   (mgal)                       NAVD 88
 DS3304
 DS3304  VERT ORDER      -  FIRST     CLASS II
 DS3304
 DS3304.The horizontal coordinates were determined by differentially corrected
 DS3304.hand held GPS observations or other comparable positioning techniques
 DS3304.and have an estimated accuracy of +/- 3 meters.
 DS3304
 DS3304.The orthometric height was determined by differential leveling and
 DS3304.adjusted by the NATIONAL GEODETIC SURVEY
 DS3304.in January 2026.
 DS3304
 DS3304.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3304.GEOID18 height accuracy estimate available here.
 DS3304
 DS3304.Click photographs - Photos may exist for this station.
 DS3304
 DS3304.The dynamic height is computed by dividing the NAVD 88
 DS3304.geopotential number by the normal gravity value computed on the
 DS3304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3304.degrees latitude (g = 980.6199 gals.).
 DS3304
 DS3304.The modeled gravity was interpolated from observed gravity values.
 DS3304
 DS3304;                    North         East    Units  Estimated Accuracy
 DS3304;SPC FL E     -   496,865.7     214,550.8     MT  (+/- 3 meters HH1 GPS) 
 DS3304
 DS3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1454587828(NAD 83)
 DS3304
 DS3304                          SUPERSEDED SURVEY CONTROL
 DS3304
 DS3304.No superseded survey control is available for this station.
 DS3304
 DS3304_MARKER: F = FLANGE-ENCASED ROD
 DS3304_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS3304_STAMPING: 1323 K 2024
 DS3304_MARK LOGO: FLDEP
 DS3304_PROJECTION: RECESSED 3 CENTIMETERS
 DS3304_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS3304_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3304_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DS3304+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2024
 DS3304_ROD/PIPE-DEPTH: 24.1 meters
 DS3304
 DS3304  HISTORY     - Date     Condition        Report By
 DS3304  HISTORY     - 20241217 MONUMENTED       FLDEP
 DS3304
 DS3304                          STATION DESCRIPTION
 DS3304
 DS3304'DESCRIBED BY FL DEPT OF ENV PRO 2024 (MAH)
 DS3304'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTH-NORTHEAST OF
 DS3304'AURANTIA, 5.7 MI (9.2 KM) SOUTH OF ARIEL AND 3.2 MI (5.1 KM) SOUTH OF
 DS3304'OAK HILL.  IN SECTION 29, TOWNSHIP 19 SOUTH, RANGE 35 EAST.
 DS3304'
 DS3304'TO REACH OF FROM THE JUNCTION OF U.S. HIGHWAY 1 AND COURTENAY
 DS3304'(KENNEDY) PARKWAY NORTH IN BREVARD COUNTY, GO SOUTHEAST ON SOUTHWEST
 DS3304'ON U.S. HIGHWAY I FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF AN UNNAMED
 DS3304'ALL WEATHER ROAD LEADING SOUTH TO MERRIT ISLAND NATIONAL WILDLIFE
 DS3304'REFUGE ON THE LEFT.  TURN LEFT ON THE ALL WEATHER ROAD AND GO SOUTH
 DS3304'FOR 0.65 MI (1.05 KM) TO THE JUNCTION OF AN ALL WEATHER ROAD WITH A
 DS3304'METAL GATE LEADING SOUTHWEST THROUGH THE REFUGE ON THE RIGHT AND THE
 DS3304'MARK ON THE RIGHT.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DS3304'OF 79.2 FT (24.1 M), RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DS3304'GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL WITH AN UNNAMED ALL WEATHER
 DS3304'ROAD LEADING SOUTH TO MERRIT ISLAND NATIONAL WILDLIFE REFUGE.  THE
 DS3304'DATUM POINT IS RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF THE FLDEP
 DS3304'LOGO CAP.
 DS3304'
 DS3304'LOCATED 95.5 FT (29.1 M) NORTH OF THE NORTHWEST CORNER OF A 2 FT (0.6
 DS3304'M) TALL CONCRETE SUPPORT BASE FOR A SECURITY GATE, 72.2 FT (22.0 M)
 DS3304'NORTHEAST OF THE APPROXIMATE CENTERLINE OF A METAL GATE ON AN ALL
 DS3304'WEATHER ROAD LEADING SOUTHWEST THROUGH MERRIT ISLAND NATIONAL WILDLIFE
 DS3304'REFUGE ON THE RIGHT, 22.6 FT (6.9 M) WEST OF THE APPROXIMATE
 DS3304'CENTERLINE OF AN ALL WEATHER ROAD LEADING SOUTH TO MERRIT ISLAND
 DS3304'NATIONAL WILDLIFE REFUGE AND 12.7 FT (3.9 M) EAST OF A CARSONITE
 DS3304'WITNESS POST.
 DS3304'
 DS3304'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DS3304'LOGO CAP.
 DS3304'
 DS3304'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS3303 ***********************************************************************
 DS3303  DESIGNATION -  872 1323 L
 DS3303  PID         -  DS3303
 DS3303  STATE/COUNTY-  FL/VOLUSIA
 DS3303  COUNTRY     -  US
 DS3303  USGS QUAD   -  OAK HILL (2018)
 DS3303
 DS3303                         *CURRENT SURVEY CONTROL
 DS3303  ______________________________________________________________________
 DS3303* NAD 83(1986) POSITION- 28 49 40.45   (N) 080 51 03.81   (W)   HD_HELD1
 DS3303* NAVD 88 ORTHO HEIGHT -     1.953 (meters)        6.41  (feet) ADJUSTED
 DS3303  ______________________________________________________________________
 DS3303  GEOID HEIGHT    -        -28.073 (meters)                     GEOID18
 DS3303  DYNAMIC HEIGHT  -          1.950 (meters)        6.40  (feet) COMP
 DS3303  MODELED GRAVITY -    979,256.5   (mgal)                       NAVD 88
 DS3303
 DS3303  VERT ORDER      -  FIRST     CLASS II
 DS3303
 DS3303.The horizontal coordinates were determined by differentially corrected
 DS3303.hand held GPS observations or other comparable positioning techniques
 DS3303.and have an estimated accuracy of +/- 3 meters.
 DS3303
 DS3303.The orthometric height was determined by differential leveling and
 DS3303.adjusted by the NATIONAL GEODETIC SURVEY
 DS3303.in January 2026.
 DS3303
 DS3303.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3303.GEOID18 height accuracy estimate available here.
 DS3303
 DS3303.Click photographs - Photos may exist for this station.
 DS3303
 DS3303.The dynamic height is computed by dividing the NAVD 88
 DS3303.geopotential number by the normal gravity value computed on the
 DS3303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3303.degrees latitude (g = 980.6199 gals.).
 DS3303
 DS3303.The modeled gravity was interpolated from observed gravity values.
 DS3303
 DS3303;                    North         East    Units  Estimated Accuracy
 DS3303;SPC FL E     -   497,966.0     214,535.8     MT  (+/- 3 meters HH1 GPS) 
 DS3303
 DS3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1453088928(NAD 83)
 DS3303
 DS3303                          SUPERSEDED SURVEY CONTROL
 DS3303
 DS3303.No superseded survey control is available for this station.
 DS3303
 DS3303_MARKER: F = FLANGE-ENCASED ROD
 DS3303_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS3303_STAMPING: 1323 L 2024
 DS3303_MARK LOGO: FLDEP
 DS3303_PROJECTION: RECESSED 3 CENTIMETERS
 DS3303_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS3303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3303+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2024
 DS3303_ROD/PIPE-DEPTH: 23.6 meters
 DS3303
 DS3303  HISTORY     - Date     Condition        Report By
 DS3303  HISTORY     - 20241217 MONUMENTED       FLDEP
 DS3303
 DS3303                          STATION DESCRIPTION
 DS3303
 DS3303'DESCRIBED BY FL DEPT OF ENV PRO 2024 (MAH)
 DS3303'THE MARK IS ABOUT 6.8 MI (10.9 KM) EAST-NORTHEAST OF MAYTOWN, 5.0 MI
 DS3303'(8.0 KM) SOUTH OF ARIEL AND 2.5 MI (4.0 KM) SOUTH OF OAK HILL.  IN
 DS3303'SECTION 19, TOWNSHIP 19 SOUTH, RANGE 35 EAST.
 DS3303'
 DS3303'TO REACH OF FROM THE JUNCTION OF U.S. HIGHWAY 1 AND COURTENAY
 DS3303'(KENNEDY) PARKWAY NORTH IN BREVARD COUNTY, GO SOUTHEAST ON SOUTHWEST
 DS3303'ON U.S. HIGHWAY I FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF AN UNNAMED
 DS3303'ALL WEATHER ROAD LEADING SOUTH TO MERRIT ISLAND NATIONAL WILDLIFE
 DS3303'REFUGE ON THE LEFT.  TURN LEFT ON THE ALL WEATHER ROAD AND GO SOUTH
 DS3303'FOR 0.01 MI (0.02 KM) TO THE MARK ON THE RIGHT.  A STAINLESS STEEL ROD
 DS3303'DRIVEN TO REFUSAL AT A DEPTH OF 77.4 FT (23.6 M), RECESSED 0.1 FT (3
 DS3303'CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL
 DS3303'WITH U.S. HIGHWAY 1.  THE DATUM POINT IS RECESSED 0.5 FT (15 CM) BELOW
 DS3303'THE LEVEL OF THE FLDEP LOGO CAP.  THE MARK CAN ALSO BE REACHED FROM HE
 DS3303'OVERPASS OF INTERSTATE 95 AND DEERING PARKWAY IN BREVARD COUNTY, GO
 DS3303'NORTHEAST ON DEERING PARKWAY FOR 0.95 MI (1.53 KM) TO THE INTERSECTION
 DS3303'OF U.S. HIGHWAY 1.  TURN LEFT ON U.S. HIGHWAY 1 AND GO NORTHEAST FOR
 DS3303'4.0 MI (6.4 KM) TO AN UNNAMED ALL WEATHER ROAD ON THE RIGHT AND THE
 DS3303'MARK ON THE RIGHT.
 DS3303'
 DS3303'LOCATED 58.5 FT (17.8 M) WEST OF THE APPROXIMATE CENTERLINE OF AN ALL
 DS3303'WEATHER ROAD LEADING SOUTHWEST THROUGH MERRIT ISLAND NATIONAL WILDLIFE
 DS3303'REFUGE, 33.6 FT (10.2 M) EAST OF THE EAST END OF A METAL GUARD RAIL,
 DS3303'29.5 FT (9.0 M) NORTHWEST OF A CONCRETE LIGHT POLE NUMBER 156G8, 25.5
 DS3303'FT (7.8 M) SOUTH OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 1(EAST
 DS3303'BOUND LANE) AND 15.1 FT (4.6 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DS3303'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DS3303'LOGO CAP.
 DS3303'
 DS3303'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0666 ***********************************************************************
 AK0666  TIDAL BM    -  This is a Tidal Bench Mark.
 AK0666  DESIGNATION -  872 1323 TIDAL 1
 AK0666  PID         -  AK0666
 AK0666  STATE/COUNTY-  FL/VOLUSIA
 AK0666  COUNTRY     -  US
 AK0666  USGS QUAD   -  OAK HILL (2018)
 AK0666
 AK0666                         *CURRENT SURVEY CONTROL
 AK0666  ______________________________________________________________________
 AK0666* NAD 83(1986) POSITION- 28 48 20.52   (N) 080 51 31.26   (W)   HD_HELD1
 AK0666* NAVD 88 ORTHO HEIGHT -     0.949 (meters)        3.11  (feet) ADJUSTED
 AK0666  ______________________________________________________________________
 AK0666  GEOID HEIGHT    -        -28.062 (meters)                     GEOID18
 AK0666  DYNAMIC HEIGHT  -          0.948 (meters)        3.11  (feet) COMP
 AK0666  MODELED GRAVITY -    979,253.7   (mgal)                       NAVD 88
 AK0666
 AK0666  VERT ORDER      -  FIRST     CLASS II
 AK0666
 AK0666.The horizontal coordinates were determined by differentially corrected
 AK0666.hand held GPS observations or other comparable positioning techniques
 AK0666.and have an estimated accuracy of +/- 3 meters.
 AK0666
 AK0666.The orthometric height was determined by differential leveling and
 AK0666.adjusted by the NATIONAL GEODETIC SURVEY
 AK0666.in January 2026.
 AK0666
 AK0666.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0666.GEOID18 height accuracy estimate available here.
 AK0666
 AK0666.This Tidal Bench Mark is designated as VM 5317
 AK0666.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK0666
 AK0666.Click photographs - Photos may exist for this station.
 AK0666
 AK0666.The dynamic height is computed by dividing the NAVD 88
 AK0666.geopotential number by the normal gravity value computed on the
 AK0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0666.degrees latitude (g = 980.6199 gals.).
 AK0666
 AK0666.The modeled gravity was interpolated from observed gravity values.
 AK0666
 AK0666;                    North         East    Units  Estimated Accuracy
 AK0666;SPC FL E     -   495,504.4     213,794.6     MT  (+/- 3 meters HH1 GPS) 
 AK0666
 AK0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1378986467(NAD 83)
 AK0666
 AK0666                          SUPERSEDED SURVEY CONTROL
 AK0666
 AK0666  NAVD 88 (06/15/91)    0.954  (m)            3.13   (f) SUPERSEDED  1 2
 AK0666  NGVD 29 (??/??/92)    1.334  (m)            4.38   (f) SUPERSEDED  1 2
 AK0666  NGVD 29 (09/01/92)    1.334  (m)            4.38   (f) ADJUSTED    1 2
 AK0666
 AK0666.Superseded values are not recommended for survey control.
 AK0666
 AK0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0666.See file dsdata.pdf to determine how the superseded data were derived.
 AK0666
 AK0666_MARKER: DB = BENCH MARK DISK
 AK0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0666_STAMPING: NO 1 1970
 AK0666_MARK LOGO: CGS
 AK0666_PROJECTION: RECESSED 8 CENTIMETERS
 AK0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0666+STABILITY: SURFACE MOTION
 AK0666_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK0666+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2024
 AK0666
 AK0666  HISTORY     - Date     Condition        Report By
 AK0666  HISTORY     - 1970     MONUMENTED       NOS
 AK0666  HISTORY     - 1986     GOOD             FLDNR
 AK0666  HISTORY     - 20210122 GOOD             GEOCAC
 AK0666  HISTORY     - 20241217 GOOD             FLDEP
 AK0666
 AK0666                          STATION DESCRIPTION
 AK0666
 AK0666'DESCRIBED BY NATIONAL OCEAN SERVICE 1970
 AK0666'4 MI S FROM OAKHILL.
 AK0666'ABOUT 4.0 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AK0666'THE CROSSING OF WEST HALIFAX AVENUE AT OAK HILL, ABOUT 0.05
 AK0666'MILE EAST OF THE TRACK AND THE TRESTLE OVER TURNBULL CREEK,
 AK0666'44 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BOAT SHED, ALONG
 AK0666'THE NORTH BANK OF TURNBULL CREEK, 14.4 FEET NORTH OF THE NORTH
 AK0666'END OF A WOODEN DOCK LEADING TO TIDE GAUGE IN TURNBULL RIVER,
 AK0666'34 FEET WEST OF THE WEST EDGE OF WATERWAY LEADING NORTH TO BOAT
 AK0666'SHED, 99 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE
 AK0666'WITH METAL SIDING USED AS A CAMP, 2 FEET SOUTH OF A WOODEN
 AK0666'WITNESS POST WITH WITNESS SIGN ATTACHED, SET IN THE TOP OF A
 AK0666'CONCRETE POST FLUSH WITH THE GROUND.  SCOTTSMOOR TIDE STATION.
 AK0666
 AK0666                          STATION RECOVERY (1986)
 AK0666
 AK0666'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK0666'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE MARK CAN ALSO BE
 AK0666'REACHED BY BEGINNING AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST
 AK0666'ALONG EAST HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO
 AK0666'4.4 MILES SOUTH ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY LINE
 AK0666'ROAD (A DIRT ROAD), GO 0.55 MILE SOUTH ALONG COUNTY LINE ROAD TO A
 AK0666'JUNCTION OF A DIRT ROAD, GO 0.45 MILE EAST ALONG DIRT ROAD TO ITS
 AK0666'END, CONTINUE ON FOOT 0.05 MILE EAST TO THE RAILROAD, GO 0.1 MILE
 AK0666'NORTH-NORTHEAST ALONG THE TRACK OF THE NORTH END OF THE TRESTLE OVER
 AK0666'TURNBULL CREEK, GO APPROXIMATELY 450 FEET SOUTHEAST ALONG THE
 AK0666'NORTHEAST BANK OF TURNBULL CREEK TO THE MARK.  THE MARK ALSO BEARS
 AK0666'4.5 FEET NORTHEAST OF A PALM TREE, 37.0 FEET NORTHWEST OF A BOAT
 AK0666'SLIP, AND 4.0 FEET SOUTH OF CEDAR TREE AND A WOVEN WIRE FENCE.
 AK0666
 AK0666                          STATION RECOVERY (2021)
 AK0666
 AK0666'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK0666'THE MARK IS 1.2 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.    THE
 AK0666'MARK CAN ALSO BE REACHED FROM THE BREVARD-VOLUSIA COUNTY LINE BY GOING
 AK0666'3.2 MI (5.1 KM) NORTHEAST ON U.S. HIGHWAY 1 TO A SIDE ROAD RIGHT.
 AK0666'TURN RIGHT AND GO 0.7 MI (1.1 KM) SOUTH ON A DIRT ROAD TO A TRACK ROAD
 AK0666'RIGHT.  TURN RIGHT AND GO 1.0 MI (1.6 KM) SOUTHWEST TO THE MARK ON THE
 AK0666'RIGHT.
 AK0666
 AK0666                          STATION RECOVERY (2024)
 AK0666
 AK0666'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (RXG)
 AK0666'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0667 ***********************************************************************
 AK0667  TIDAL BM    -  This is a Tidal Bench Mark.
 AK0667  DESIGNATION -  872 1323 TIDAL 3
 AK0667  PID         -  AK0667
 AK0667  STATE/COUNTY-  FL/VOLUSIA
 AK0667  COUNTRY     -  US
 AK0667  USGS QUAD   -  OAK HILL (2018)
 AK0667
 AK0667                         *CURRENT SURVEY CONTROL
 AK0667  ______________________________________________________________________
 AK0667* NAD 83(1986) POSITION- 28 48 21.63   (N) 080 51 29.76   (W)   HD_HELD1
 AK0667* NAVD 88 ORTHO HEIGHT -     0.757 (meters)        2.48  (feet) ADJUSTED
 AK0667  ______________________________________________________________________
 AK0667  GEOID HEIGHT    -        -28.062 (meters)                     GEOID18
 AK0667  DYNAMIC HEIGHT  -          0.756 (meters)        2.48  (feet) COMP
 AK0667  MODELED GRAVITY -    979,253.7   (mgal)                       NAVD 88
 AK0667
 AK0667  VERT ORDER      -  FIRST     CLASS II
 AK0667
 AK0667.The horizontal coordinates were determined by differentially corrected
 AK0667.hand held GPS observations or other comparable positioning techniques
 AK0667.and have an estimated accuracy of +/- 3 meters.
 AK0667
 AK0667.The orthometric height was determined by differential leveling and
 AK0667.adjusted by the NATIONAL GEODETIC SURVEY
 AK0667.in September 1996.
 AK0667
 AK0667.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0667.GEOID18 height accuracy estimate available here.
 AK0667
 AK0667.This Tidal Bench Mark is designated as VM 5318
 AK0667.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK0667
 AK0667.Click photographs - Photos may exist for this station.
 AK0667
 AK0667.The dynamic height is computed by dividing the NAVD 88
 AK0667.geopotential number by the normal gravity value computed on the
 AK0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0667.degrees latitude (g = 980.6199 gals.).
 AK0667
 AK0667.The modeled gravity was interpolated from observed gravity values.
 AK0667
 AK0667;                    North         East    Units  Estimated Accuracy
 AK0667;SPC FL E     -   495,538.6     213,835.2     MT  (+/- 3 meters HH1 GPS) 
 AK0667
 AK0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM1383086501(NAD 83)
 AK0667
 AK0667                          SUPERSEDED SURVEY CONTROL
 AK0667
 AK0667  NAVD 88 (06/15/91)    0.754  (m)            2.47   (f) SUPERSEDED  1 2
 AK0667  NGVD 29 (??/??/92)    1.133  (m)            3.72   (f) SUPERSEDED  1 2
 AK0667  NGVD 29 (09/01/92)    1.133  (m)            3.72   (f) ADJUSTED    1 2
 AK0667
 AK0667.Superseded values are not recommended for survey control.
 AK0667
 AK0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0667.See file dsdata.pdf to determine how the superseded data were derived.
 AK0667
 AK0667_MARKER: DB = BENCH MARK DISK
 AK0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0667_STAMPING: NO 3 1970
 AK0667_MARK LOGO: CGS
 AK0667_PROJECTION: RECESSED 8 CENTIMETERS
 AK0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0667+STABILITY: SURFACE MOTION
 AK0667_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK0667+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2024
 AK0667
 AK0667  HISTORY     - Date     Condition        Report By
 AK0667  HISTORY     - 1970     MONUMENTED       NOS
 AK0667  HISTORY     - 1986     GOOD             FLDNR
 AK0667  HISTORY     - 20210122 GOOD             GEOCAC
 AK0667  HISTORY     - 20241217 GOOD             FLDEP
 AK0667
 AK0667                          STATION DESCRIPTION
 AK0667
 AK0667'DESCRIBED BY NATIONAL OCEAN SERVICE 1970
 AK0667'4 MI S FROM OAK HILL.
 AK0667'ABOUT 4.0 MILES SOUTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AK0667'THE CROSSING OF WEST HALIFAX AVENUE AT OAK HILL, ABOUT 0.05 MILE
 AK0667'EAST OF THE TRACK AND A TRESTLE OVER TURNBULL CREEK, 60.5 FEET
 AK0667'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A ONE STORY HOUSE
 AK0667'WITH METAL SIDING USED AS A CAMP, 9 FEET WEST OF THE TRAIL
 AK0667'LEADING TO HOUSE, 2 FEET SOUTH OF A WOODEN WITNESS POST WITH
 AK0667'METAL WITNESS SIGN ATTACHED, ABOUT LEVEL WITH THE TRAIL AND SET
 AK0667'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 AK0667'OF THE GROUND.  SCOTTSMOOR TIDE GAUGE.  NOTE-- MARK IS ABOUT
 AK0667'125 FEET NORTH OF THE NORTH EDGE OF TURNBULL CREEK.
 AK0667
 AK0667                          STATION RECOVERY (1986)
 AK0667
 AK0667'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK0667'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE MARK CAN ALSO BE
 AK0667'REACHED BY BEGINNING AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST
 AK0667'ALONG EAST HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO
 AK0667'4.4 MILES SOUTH ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY LINE
 AK0667'ROAD (A DIRT ROAD), GO 0.55 MILE SOUTH ALONG COUNTY LINE ROAD TO A
 AK0667'JUNCTION OF A DIRT ROAD, GO 0.45 MILE EAST ALONG DIRT ROAD TO ITS
 AK0667'END, CONTINUE ON FOOT 0.05 MILE EAST TO THE RAILROAD, GO 0.1 MILE
 AK0667'NORTH-NORTHEAST ALONG THE TRACK OF THE NORTH END OF THE TRESTLE OVER
 AK0667'TURNBULL CREEK, GO APPROXIMATELY 450 FEET SOUTHEAST ALONG THE
 AK0667'NORTHEAST BANK OF TURNBULL CREEK TO THE MARK.  THE MARK ALSO BEARS
 AK0667'3.7 FEET SOUTH OF A 2 FOOT DIAMETER PALM TREE, 1.8 FEET SOUTHWEST OF
 AK0667'A GATE POST, SOUTHWEST OF A FENCE AND NORTHEAST OF A 1 FOOT DIAMETER
 AK0667'CEDAR TREE.  THE GATE AND WITNESS POST ARE GONE.
 AK0667
 AK0667                          STATION RECOVERY (2021)
 AK0667
 AK0667'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK0667'THE MARK IS 10 INCHES (25 CM) SOUTH OF A CARSONITE WITNESS POST.
 AK0667'THE MARK CAN ALSO BE REACHED FROM THE BREVARD-VOLUSIA COUNTY LINE BY
 AK0667'GOING 3.2 MI (5.1 KM) NORTHEAST ON U.S. HIGHWAY 1 TO A SIDE ROAD
 AK0667'RIGHT.  TURN RIGHT AND GO 0.7 MI (1.1 KM) SOUTH ON A DIRT ROAD TO A
 AK0667'TRACK ROAD RIGHT.  TURN RIGHT AND GO 1.0 MI (1.6 KM) SOUTHWEST TO THE
 AK0667'MARK ON THE RIGHT.
 AK0667
 AK0667                          STATION RECOVERY (2024)
 AK0667
 AK0667'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (RXG)
 AK0667'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5331 ***********************************************************************
 AK5331  DESIGNATION -  872 1324 TIDAL 1
 AK5331  PID         -  AK5331
 AK5331  STATE/COUNTY-  FL/SEMINOLE
 AK5331  COUNTRY     -  US
 AK5331  USGS QUAD   -  SANFORD (2018)
 AK5331
 AK5331                         *CURRENT SURVEY CONTROL
 AK5331  ______________________________________________________________________
 AK5331* NAD 83(1986) POSITION- 28 48 53.     (N) 081 16 04.     (W)   SCALED
 AK5331* NAVD 88 ORTHO HEIGHT -     2.282 (meters)        7.49  (feet) ADJUSTED
 AK5331  ______________________________________________________________________
 AK5331  GEOID HEIGHT    -        -27.850 (meters)                     GEOID18
 AK5331  DYNAMIC HEIGHT  -          2.278 (meters)        7.47  (feet) COMP
 AK5331  MODELED GRAVITY -    979,243.2   (mgal)                       NAVD 88
 AK5331
 AK5331  VERT ORDER      -  FIRST     CLASS II
 AK5331
 AK5331.The horizontal coordinates were scaled from a map and have
 AK5331.an estimated accuracy of +/- 6 seconds.
 AK5331
 AK5331.The orthometric height was determined by differential leveling and
 AK5331.adjusted by the NATIONAL GEODETIC SURVEY
 AK5331.in June 1991.
 AK5331
 AK5331.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5331.GEOID18 height accuracy estimate available here.
 AK5331
 AK5331.Click photographs - Photos may exist for this station.
 AK5331
 AK5331.The dynamic height is computed by dividing the NAVD 88
 AK5331.geopotential number by the normal gravity value computed on the
 AK5331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5331.degrees latitude (g = 980.6199 gals.).
 AK5331
 AK5331.The modeled gravity was interpolated from observed gravity values.
 AK5331
 AK5331;                    North         East    Units  Estimated Accuracy
 AK5331;SPC FL E     -   496,530.      173,860.      MT  (+/- 180 meters Scaled)
 AK5331
 AK5331_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMM738874(NAD 83)
 AK5331
 AK5331                          SUPERSEDED SURVEY CONTROL
 AK5331
 AK5331  NGVD 29 (09/01/92)    2.593  (m)            8.51   (f) ADJUSTED    1 2
 AK5331
 AK5331.Superseded values are not recommended for survey control.
 AK5331
 AK5331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5331.See file dsdata.pdf to determine how the superseded data were derived.
 AK5331
 AK5331_MARKER: DB = BENCH MARK DISK
 AK5331_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5331_SP_SET: BULKHEAD
 AK5331_STAMPING: NO 1 1938
 AK5331_MARK LOGO: CGS
 AK5331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5331+STABILITY: SURFACE MOTION
 AK5331
 AK5331  HISTORY     - Date     Condition        Report By
 AK5331  HISTORY     - 1938     MONUMENTED       CGS
 AK5331  HISTORY     - 1978     GOOD             NGS
 AK5331  HISTORY     - 1986     GOOD             FLDNR
 AK5331  HISTORY     - 19910519 GOOD             USPSQD
 AK5331  HISTORY     - 20210402 MARK NOT FOUND   GEOCAC
 AK5331
 AK5331                          STATION DESCRIPTION
 AK5331
 AK5331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AK5331'IN SANFORD.
 AK5331'THIS DESCRIPTION WAS TAKEN FROM TIDAL DESCRIPTIONS.
 AK5331'BENCH MARK 1 1938 IS A STANDARD DISK STAMPED NO 1 1938. SET IN TOP OF
 AK5331'CONCRETE BULKHEAD, IN RAISED SECTION OF BULKHEAD ON CURVE THAT
 AK5331'CONNECTS EAST SIDE OF MUNICIPAL PIER WITH BULKHEAD. IT IS 60 FT
 AK5331'SOUTHEAST OF MUNICIPAL FLAGPOLE AND FIVE AND ONE-HALF FT FROM CENTER
 AK5331'OF INTERSECTION OF PARK AVENUE AND US HIWAY 17.
 AK5331
 AK5331                          STATION RECOVERY (1986)
 AK5331
 AK5331'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5331'RECOVERED AS DECRIBED.
 AK5331
 AK5331                          STATION RECOVERY (1991)
 AK5331
 AK5331'RECOVERY NOTE BY US POWER SQUADRON 1991 (JD)
 AK5331'RECOVERED IN GOOD CONDITION.
 AK5331
 AK5331                          STATION RECOVERY (2021)
 AK5331
 AK5331'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AK5331'THE BULKHEAD HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7011 ***********************************************************************
 AK7011  DESIGNATION -  872 1371 F TIDAL
 AK7011  PID         -  AK7011
 AK7011  STATE/COUNTY-  FL/BREVARD
 AK7011  COUNTRY     -  US
 AK7011  USGS QUAD   -  MIMS (2018)
 AK7011
 AK7011                         *CURRENT SURVEY CONTROL
 AK7011  ______________________________________________________________________
 AK7011* NAD 83(1986) POSITION- 28 43 56.95   (N) 080 45 04.28   (W)   HD_HELD1
 AK7011* NAVD 88 ORTHO HEIGHT -     2.003 (meters)        6.57  (feet) ADJUSTED
 AK7011  ______________________________________________________________________
 AK7011  GEOID HEIGHT    -        -28.155 (meters)                     GEOID18
 AK7011  DYNAMIC HEIGHT  -          2.001 (meters)        6.56  (feet) COMP
 AK7011  MODELED GRAVITY -    979,247.0   (mgal)                       NAVD 88
 AK7011
 AK7011  VERT ORDER      -  FIRST     CLASS II
 AK7011
 AK7011.The horizontal coordinates were determined by differentially corrected
 AK7011.hand held GPS observations or other comparable positioning techniques
 AK7011.and have an estimated accuracy of +/- 3 meters.
 AK7011
 AK7011.The orthometric height was determined by differential leveling and
 AK7011.adjusted by the NATIONAL GEODETIC SURVEY
 AK7011.in September 1996.
 AK7011
 AK7011.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7011.GEOID18 height accuracy estimate available here.
 AK7011
 AK7011.Click photographs - Photos may exist for this station.
 AK7011
 AK7011.The dynamic height is computed by dividing the NAVD 88
 AK7011.geopotential number by the normal gravity value computed on the
 AK7011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7011.degrees latitude (g = 980.6199 gals.).
 AK7011
 AK7011.The modeled gravity was interpolated from observed gravity values.
 AK7011
 AK7011;                    North         East    Units  Estimated Accuracy
 AK7011;SPC FL E     -   487,407.6     224,304.7     MT  (+/- 3 meters HH1 GPS) 
 AK7011
 AK7011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2429678373(NAD 83)
 AK7011
 AK7011                          SUPERSEDED SURVEY CONTROL
 AK7011
 AK7011  NGVD 29 (09/01/92)    2.384  (m)            7.82   (f) ADJUSTED    2 1
 AK7011
 AK7011.Superseded values are not recommended for survey control.
 AK7011
 AK7011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7011.See file dsdata.pdf to determine how the superseded data were derived.
 AK7011
 AK7011_MARKER: DB = BENCH MARK DISK
 AK7011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK7011_SP_SET: CULVERT HEADWALL
 AK7011_STAMPING: 1371 F 1986
 AK7011_MARK LOGO: NOS
 AK7011_PROJECTION: FLUSH
 AK7011_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7011+STABILITY: SURFACE MOTION
 AK7011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7011+SATELLITE: SATELLITE OBSERVATIONS - January 03, 2025
 AK7011
 AK7011  HISTORY     - Date     Condition        Report By
 AK7011  HISTORY     - 1986     MONUMENTED       FLDNR
 AK7011  HISTORY     - 20060526 GOOD             FLDEP
 AK7011  HISTORY     - 20060604 GOOD             GEOCAC
 AK7011  HISTORY     - 20201217 GOOD             GEOCAC
 AK7011  HISTORY     - 20250103 GOOD             FLDEP
 AK7011
 AK7011                          STATION DESCRIPTION
 AK7011
 AK7011'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK7011'11.25 MI SE FROM OAK HILL.
 AK7011'BEGIN AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST ALONG WEST
 AK7011'HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO 2.2 MILES
 AK7011'SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF KENNEDY
 AK7011'PARKWAY, GO 8.7 MILES SOUTHEAST ALONG KENNEDY PARKWAY TO THE HAULOVER
 AK7011'CANAL, CONTINUE 0.3 MILE TO THE SOUTHEAST ENTRANCE ROAD TO THE
 AK7011'HAULOVER CANAL RECREATION AREA AND THE MARK.  THE MARK IS SET IN THE
 AK7011'WEST END OF A CULVERT.  THE MARK BEARS 35.6 FEET EAST-NORTHEAST OF
 AK7011'THE CENTERLINE OF KENNEDY PARKWAY AND 17.5 FEET NORTH-NORTHWEST OF
 AK7011'THE CENTERLINE OF THE ENTRANCE ROAD.
 AK7011
 AK7011                          STATION RECOVERY (2006)
 AK7011
 AK7011'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK7011'THE MARK IS ABOUT 11.6 MI SOUTHEAST OF OAK HILL, 10.6 MI NORTHEAST OF
 AK7011'TITUSVILLE, ALONG  NORTH KENNEDY PARKWAY, IN SECTION 30, TOWNSHIP 20
 AK7011'SOUTH, RANGE 36 EAST.
 AK7011'
 AK7011'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND WEST
 AK7011'HALIFAX AVENUE  (OSTEEN-MAYTOWN ROAD) IN OAK HILL, GO SOUTH ON U.S.
 AK7011'HIGHWAY 1 FOR 2.2 MI TO THE JUNCTION  OF KENNEDY PARKWAY ON THE LEFT,
 AK7011'TURN LEFT ON KENNEDY PARKWAY AND GO SOUTHEAST FOR  8.9 MI TO THE
 AK7011'HAULOVER CANAL, CONTINUE SOUTH ON KENNEDY PARKWAY FOR 0.3 MI TO A SIDE
 AK7011'ROAD ON THE LEFT AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE
 AK7011'WEST END OF A  CONCRETE CULVERT AND ABOUT LEVEL WITH KENNEDY PARKWAY.
 AK7011'
 AK7011'LOCATED 35.6 FT EAST-NORTHEAST OF THE CENTERLINE OF KENNEDY PARKWAY
 AK7011'AND 17.5 FT  NORTH-NORTHWEST OF THE CENTERLINE OF THE SIDE ROAD.
 AK7011
 AK7011                          STATION RECOVERY (2006)
 AK7011
 AK7011'RECOVERY NOTE BY GEOCACHING 2006 (NJE)
 AK7011'RECOVERED IN GOOD CONDITION.
 AK7011
 AK7011                          STATION RECOVERY (2020)
 AK7011
 AK7011'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK7011'RECOVERED IN GOOD CONDITION.
 AK7011
 AK7011                          STATION RECOVERY (2025)
 AK7011
 AK7011'RECOVERY NOTE BY FL DEPT OF ENV PRO 2025 (MAH)
 AK7011'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS3302 ***********************************************************************
 DS3302  DESIGNATION -  872 1371 G
 DS3302  PID         -  DS3302
 DS3302  STATE/COUNTY-  FL/BREVARD
 DS3302  COUNTRY     -  US
 DS3302  USGS QUAD   -  WILSON (2018)
 DS3302
 DS3302                         *CURRENT SURVEY CONTROL
 DS3302  ______________________________________________________________________
 DS3302* NAD 83(1986) POSITION- 28 42 53.42   (N) 080 44 05.99   (W)   HD_HELD1
 DS3302* NAVD 88 ORTHO HEIGHT -     0.894 (meters)        2.93  (feet) ADJUSTED
 DS3302  ______________________________________________________________________
 DS3302  GEOID HEIGHT    -        -28.161 (meters)                     GEOID18
 DS3302  DYNAMIC HEIGHT  -          0.893 (meters)        2.93  (feet) COMP
 DS3302  MODELED GRAVITY -    979,245.4   (mgal)                       NAVD 88
 DS3302
 DS3302  VERT ORDER      -  FIRST     CLASS II
 DS3302
 DS3302.The horizontal coordinates were determined by differentially corrected
 DS3302.hand held GPS observations or other comparable positioning techniques
 DS3302.and have an estimated accuracy of +/- 3 meters.
 DS3302
 DS3302.The orthometric height was determined by differential leveling and
 DS3302.adjusted by the NATIONAL GEODETIC SURVEY
 DS3302.in January 2026.
 DS3302
 DS3302.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS3302.GEOID18 height accuracy estimate available here.
 DS3302
 DS3302.Click photographs - Photos may exist for this station.
 DS3302
 DS3302.The dynamic height is computed by dividing the NAVD 88
 DS3302.geopotential number by the normal gravity value computed on the
 DS3302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS3302.degrees latitude (g = 980.6199 gals.).
 DS3302
 DS3302.The modeled gravity was interpolated from observed gravity values.
 DS3302
 DS3302;                    North         East    Units  Estimated Accuracy
 DS3302;SPC FL E     -   485,455.3     225,890.7     MT  (+/- 3 meters HH1 GPS) 
 DS3302
 DS3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2588176421(NAD 83)
 DS3302
 DS3302                          SUPERSEDED SURVEY CONTROL
 DS3302
 DS3302.No superseded survey control is available for this station.
 DS3302
 DS3302_MARKER: F = FLANGE-ENCASED ROD
 DS3302_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS3302_STAMPING: 1371 G 2024
 DS3302_MARK LOGO: FLDEP
 DS3302_PROJECTION: RECESSED 3 CENTIMETERS
 DS3302_MAGNETIC: N = NO MAGNETIC MATERIAL
 DS3302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS3302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS3302+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2024
 DS3302_ROD/PIPE-DEPTH: 24.1 meters
 DS3302
 DS3302  HISTORY     - Date     Condition        Report By
 DS3302  HISTORY     - 20241217 MONUMENTED       FLDEP
 DS3302
 DS3302                          STATION DESCRIPTION
 DS3302
 DS3302'DESCRIBED BY FL DEPT OF ENV PRO 2024 (MAH)
 DS3302'THE MARK IS ABOUT 8.4 MI (13.5 KM) NORTH-NORTHEAST OF TITUSVILLE, 7.5
 DS3302'MI (12.1 KM) EAST-NORTHEAST OF MIMS AND 5.5 MI (8.8 KM)
 DS3302'NORTH-NORTHWEST OF WILSON.  IN SECTION 32, TOWNSHIP 20 SOUTH, RANGE 36
 DS3302'EAST.
 DS3302'
 DS3302'TO REACH OF FROM THE JUNCTION OF U.S. HIGHWAY 1 AND COURTENAY
 DS3302'(KENNEDY) PARKWAY NORTH IN BREVARD COUNTY, GO SOUTHEAST ON COURTENAY
 DS3302'(KENNEDY) PARKWAY NORTH FOR 10.6 MI (17.1 KM) TO A GRASS COVERED ROAD
 DS3302'LEADING SOUTHWEST TO A WILDLIFE MANAGEMENT AREA ON THE RIGHT AND THE
 DS3302'MARK ON THE RIGHT.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DS3302'OF 79.0 FT (24.1 M), RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DS3302'GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL WITH COURTENAY (KENNEDY)
 DS3302'PARKWAY NORTH.  THE DATUM POINT IS RECESSED 0.6 FT (18 CM) BELOW THE
 DS3302'LEVEL OF THE FLDEP LOGO CAP.
 DS3302'
 DS3302'LOCATED 102.6 FT (31.3 M) WEST OF CONCRETE POWER POLE NUMBER H 099,
 DS3302'40.8 FT (12.4 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF COURTENAY
 DS3302'(KENNEDY) PARKWAY NORTH, 34.5 FT (10.5 M) NORTHWEST OF A GRASS COVERED
 DS3302'ROAD LEADING SOUTHWEST TO A WILDLIFE MANAGEMENT AREA AND 4.2 MI (6.8
 DS3302'KM) NORTHEAST OF A CARSONITE WITNESS POST.
 DS3302'
 DS3302'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DS3302'LOGO CAP.
 DS3302'
 DS3302'NOTE-A MAGNET WAS PLACED INSIDE THE (FLDEP) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0725 ***********************************************************************
 AK0725  TIDAL BM    -  This is a Tidal Bench Mark.
 AK0725  DESIGNATION -  872 1371 TIDAL 2
 AK0725  PID         -  AK0725
 AK0725  STATE/COUNTY-  FL/BREVARD
 AK0725  COUNTRY     -  US
 AK0725  USGS QUAD   -  WILSON (2018)
 AK0725
 AK0725                         *CURRENT SURVEY CONTROL
 AK0725  ______________________________________________________________________
 AK0725* NAD 83(1986) POSITION- 28 44 12.     (N) 080 45 00.     (W)   SCALED
 AK0725* NAVD 88 ORTHO HEIGHT -     1.071 (meters)        3.51  (feet) ADJUSTED
 AK0725  ______________________________________________________________________
 AK0725  GEOID HEIGHT    -        -28.159 (meters)                     GEOID18
 AK0725  DYNAMIC HEIGHT  -          1.070 (meters)        3.51  (feet) COMP
 AK0725  MODELED GRAVITY -    979,247.5   (mgal)                       NAVD 88
 AK0725
 AK0725  VERT ORDER      -  FIRST     CLASS II
 AK0725
 AK0725.The horizontal coordinates were scaled from a map and have
 AK0725.an estimated accuracy of +/- 6 seconds.
 AK0725
 AK0725.The orthometric height was determined by differential leveling and
 AK0725.adjusted by the NATIONAL GEODETIC SURVEY
 AK0725.in June 1991.
 AK0725
 AK0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0725.GEOID18 height accuracy estimate available here.
 AK0725
 AK0725.This Tidal Bench Mark is designated as VM 10775
 AK0725.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK0725
 AK0725.Click photographs - Photos may exist for this station.
 AK0725
 AK0725.The dynamic height is computed by dividing the NAVD 88
 AK0725.geopotential number by the normal gravity value computed on the
 AK0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0725.degrees latitude (g = 980.6199 gals.).
 AK0725
 AK0725.The modeled gravity was interpolated from observed gravity values.
 AK0725
 AK0725;                    North         East    Units  Estimated Accuracy
 AK0725;SPC FL E     -   487,870.      224,420.      MT  (+/- 180 meters Scaled)
 AK0725
 AK0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM244788(NAD 83)
 AK0725
 AK0725                          SUPERSEDED SURVEY CONTROL
 AK0725
 AK0725  NGVD 29 (??/??/92)    1.455  (m)            4.77   (f) SUPERSEDED  1 2
 AK0725  NGVD 29 (09/01/92)    1.455  (m)            4.77   (f) ADJUSTED    1 2
 AK0725
 AK0725.Superseded values are not recommended for survey control.
 AK0725
 AK0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0725.See file dsdata.pdf to determine how the superseded data were derived.
 AK0725
 AK0725_MARKER: DB = BENCH MARK DISK
 AK0725_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK0725_SP_SET: PATIO
 AK0725_STAMPING: NO 2 1970
 AK0725_MARK LOGO: CGS
 AK0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK0725
 AK0725  HISTORY     - Date     Condition        Report By
 AK0725  HISTORY     - 1970     MONUMENTED       NOS
 AK0725  HISTORY     - 1986     GOOD             FLDNR
 AK0725  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK0725  HISTORY     - 20201222 MARK NOT FOUND   GEOCAC
 AK0725
 AK0725                          STATION DESCRIPTION
 AK0725
 AK0725'DESCRIBED BY NATIONAL OCEAN SERVICE 1970
 AK0725'15.5 MI NE FROM TITUSVILLE.
 AK0725'ABOUT 8.0 MILES EAST ALONG STATE HIGHWAY 402 FROM THE JUNCTION OF
 AK0725'U.S. HIGHWAY 1 AT TITUSVILLE, THENCE 7.2 MILES NORTH ALONG STATE
 AK0725'HIGHWAY A 1 A (OLD), THENCE 0.2 MILE NORTHEAST ALONG A PRIVATE
 AK0725'BLACK TOPPED ROAD, THENCE 0.1 MILE EAST ALONG A PRIVATE ROAD,
 AK0725'SET ON THE TOP OF THE NORTHEAST CORNER OF A CONCRETE PATIO FOR
 AK0725'A LARGE RESIDENCE, 17 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 AK0725'HOUSE, 72.3 FEET WEST OF TIDAL NO 1 DESCRIBED, 1.4 FEET SOUTHWEST
 AK0725'OF THE NORTHEAST CORNER OF THE PATIO AND FLUSH WITH THE GROUND.
 AK0725'TIDAL STATION HAULOVER CANAL.
 AK0725
 AK0725                          STATION RECOVERY (1986)
 AK0725
 AK0725'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK0725'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE MARK CAN ALSO BE
 AK0725'REACHED BY BEGINNING AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST
 AK0725'ALONG WEST HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO
 AK0725'2.0 MILES SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF
 AK0725'KENNEDY PARKWAY, GO 8.75 MILES SOUTHEAST ALONG KENNEDY PARKWAY TO THE
 AK0725'HAULOVER CANAL, CONTINUE 0.3 MILE TO THE SOUTHEAST ENTRANCE ROAD TO
 AK0725'THE HAULOVER CANAL RECREATION AREA (THE BLACK TOP ROAD).  OLD STATE
 AK0725'HIGHWAY A1A IS NOW CALLED KENNEDY PARKWAY.  THE PRIVATE DRIVEWAY IS A
 AK0725'SAND ROAD, THE HOUSE IS GONE (ONLY THE FOUNDATION AND PATIO REMAIN),
 AK0725'AND BENCH MARK NO 1 1970 IS DESTROYED.  THE MARK ALSO BEARS 75.5 FEET
 AK0725'SOUTHWEST OF THE LAGOON.
 AK0725
 AK0725                          STATION RECOVERY (1990)
 AK0725
 AK0725'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK0725'MARK NOT FOUND.
 AK0725
 AK0725                          STATION RECOVERY (2020)
 AK0725
 AK0725'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK0725'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0724 ***********************************************************************
 AK0724  TIDAL BM    -  This is a Tidal Bench Mark.
 AK0724  DESIGNATION -  872 1371 TIDAL 3
 AK0724  PID         -  AK0724
 AK0724  STATE/COUNTY-  FL/BREVARD
 AK0724  COUNTRY     -  US
 AK0724  USGS QUAD   -  WILSON (2018)
 AK0724
 AK0724                         *CURRENT SURVEY CONTROL
 AK0724  ______________________________________________________________________
 AK0724* NAD 83(1986) POSITION- 28 44 12.     (N) 080 44 59.     (W)   SCALED
 AK0724* NAVD 88 ORTHO HEIGHT -     0.967 (meters)        3.17  (feet) ADJUSTED
 AK0724  ______________________________________________________________________
 AK0724  GEOID HEIGHT    -        -28.160 (meters)                     GEOID18
 AK0724  DYNAMIC HEIGHT  -          0.966 (meters)        3.17  (feet) COMP
 AK0724  MODELED GRAVITY -    979,247.5   (mgal)                       NAVD 88
 AK0724
 AK0724  VERT ORDER      -  FIRST     CLASS II
 AK0724
 AK0724.The horizontal coordinates were scaled from a map and have
 AK0724.an estimated accuracy of +/- 6 seconds.
 AK0724
 AK0724.The orthometric height was determined by differential leveling and
 AK0724.adjusted by the NATIONAL GEODETIC SURVEY
 AK0724.in September 1996.
 AK0724
 AK0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0724.GEOID18 height accuracy estimate available here.
 AK0724
 AK0724.This Tidal Bench Mark is designated as VM 10776
 AK0724.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK0724
 AK0724.Click photographs - Photos may exist for this station.
 AK0724
 AK0724.The dynamic height is computed by dividing the NAVD 88
 AK0724.geopotential number by the normal gravity value computed on the
 AK0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0724.degrees latitude (g = 980.6199 gals.).
 AK0724
 AK0724.The modeled gravity was interpolated from observed gravity values.
 AK0724
 AK0724;                    North         East    Units  Estimated Accuracy
 AK0724;SPC FL E     -   487,870.      224,450.      MT  (+/- 180 meters Scaled)
 AK0724
 AK0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM244788(NAD 83)
 AK0724
 AK0724                          SUPERSEDED SURVEY CONTROL
 AK0724
 AK0724  NAVD 88 (06/15/91)    0.976  (m)            3.20   (f) SUPERSEDED  1 2
 AK0724  NGVD 29 (??/??/92)    1.360  (m)            4.46   (f) SUPERSEDED  1 2
 AK0724  NGVD 29 (09/01/92)    1.351  (m)            4.43   (f) ADJUSTED    1 2
 AK0724
 AK0724.Superseded values are not recommended for survey control.
 AK0724
 AK0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0724.See file dsdata.pdf to determine how the superseded data were derived.
 AK0724
 AK0724_MARKER: DB = BENCH MARK DISK
 AK0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0724_STAMPING: NO 3 1930
 AK0724_MARK LOGO: CGS
 AK0724_PROJECTION: FLUSH
 AK0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0724+STABILITY: SURFACE MOTION
 AK0724
 AK0724  HISTORY     - Date     Condition        Report By
 AK0724  HISTORY     - 1930     MONUMENTED       CGS
 AK0724  HISTORY     - 1986     GOOD             FLDNR
 AK0724  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK0724  HISTORY     - 20201222 MARK NOT FOUND   GEOCAC
 AK0724
 AK0724                          STATION DESCRIPTION
 AK0724
 AK0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1930
 AK0724'15.5 MI NE FROM TITUSVILLE.
 AK0724'ABOUT 8.0 MILES EAST ALONG STATE HIGHWAY 402 FROM THE JUNCTION
 AK0724'OF U.S. HIGHWAY 1 AT TITUSVILLE, THENCE 7.2 MILES NORTH ALONG
 AK0724'OLD STATE HIGHWAY A 1 A, THENCE 0.2 MILE NORTHEAST ALONG A BLACK
 AK0724'TOPPED ROAD, THENCE 0.1 MILE EAST ALONG A PRIVATE ROAD, NEAR THE
 AK0724'END OF THE DRIVE, 58 FEET EAST OF BENCH MARK W 215 DESCRIBED,
 AK0724'37 FEET NORTHWEST OF THE NORTHWEST CORNER OF A LARGE RESIDENCE,
 AK0724'24 FEET SOUTHWEST OF A LARGE LONE CABBAGE PALM TREE, ABOUT LEVEL
 AK0724'WITH THE DRIVEWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 AK0724'THE GROUND.  TIDAL STATION HAULOVER CANAL.
 AK0724
 AK0724                          STATION RECOVERY (1986)
 AK0724
 AK0724'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK0724'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE MARK CAN ALSO BE
 AK0724'REACHED BY BEGINNING AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST
 AK0724'ALONG WEST HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO
 AK0724'2.  MILES SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF
 AK0724'KENNEDY PARKWAY, GO 8.75 MILES SOUTHEAST ALONG KENNEDY PARKWAY TO THE
 AK0724'HAULOVER CANAL, CONTINUE 0.3 MILE TO THE SOUTHEAST ENTRANCE ROAD TO
 AK0724'THE HAULOVER CANAL RECREATION AREA (THE BLACK TOP ROAD).  OLD STATE
 AK0724'HIGHWAY A1A IS NOW CALLED KENNEDY PARKWAY.  THE PRIVATE DRIVEWAY IS A
 AK0724'SAND ROAD, THE HOUSE IS GONE (ONLY THE FOUNDATION REMAINS), THE MARK
 AK0724'BEARS 12.0 FEET NORTH OF THE CENTERLINE OF THE SAND ROAD, 78.5 FEET
 AK0724'NORTHWEST OF BENCH MARK NO 2 1970 AND 141.5 FEET SOUTHWEST OF THE
 AK0724'LAGOON.
 AK0724
 AK0724                          STATION RECOVERY (1990)
 AK0724
 AK0724'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK0724'MARK NOT FOUND.
 AK0724
 AK0724                          STATION RECOVERY (2020)
 AK0724
 AK0724'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK0724'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0728 ***********************************************************************
 AK0728  TIDAL BM    -  This is a Tidal Bench Mark.
 AK0728  DESIGNATION -  872 1371 TIDAL 4
 AK0728  PID         -  AK0728
 AK0728  STATE/COUNTY-  FL/BREVARD
 AK0728  COUNTRY     -  US
 AK0728  USGS QUAD   -  MIMS (2018)
 AK0728
 AK0728                         *CURRENT SURVEY CONTROL
 AK0728  ______________________________________________________________________
 AK0728* NAD 83(1986) POSITION- 28 44 08.     (N) 080 45 03.     (W)   SCALED
 AK0728* NAVD 88 ORTHO HEIGHT -     0.712 (meters)        2.34  (feet) ADJUSTED
 AK0728  ______________________________________________________________________
 AK0728  GEOID HEIGHT    -        -28.158 (meters)                     GEOID18
 AK0728  DYNAMIC HEIGHT  -          0.711 (meters)        2.33  (feet) COMP
 AK0728  MODELED GRAVITY -    979,247.4   (mgal)                       NAVD 88
 AK0728
 AK0728  VERT ORDER      -  FIRST     CLASS II
 AK0728
 AK0728.The horizontal coordinates were scaled from a map and have
 AK0728.an estimated accuracy of +/- 6 seconds.
 AK0728
 AK0728.The orthometric height was determined by differential leveling and
 AK0728.adjusted by the NATIONAL GEODETIC SURVEY
 AK0728.in June 1991.
 AK0728
 AK0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0728.GEOID18 height accuracy estimate available here.
 AK0728
 AK0728.This Tidal Bench Mark is designated as VM 10777
 AK0728.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK0728
 AK0728.Click photographs - Photos may exist for this station.
 AK0728
 AK0728.The dynamic height is computed by dividing the NAVD 88
 AK0728.geopotential number by the normal gravity value computed on the
 AK0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0728.degrees latitude (g = 980.6199 gals.).
 AK0728
 AK0728.The modeled gravity was interpolated from observed gravity values.
 AK0728
 AK0728;                    North         East    Units  Estimated Accuracy
 AK0728;SPC FL E     -   487,750.      224,340.      MT  (+/- 180 meters Scaled)
 AK0728
 AK0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM243787(NAD 83)
 AK0728
 AK0728                          SUPERSEDED SURVEY CONTROL
 AK0728
 AK0728  NGVD 29 (09/01/92)    1.095  (m)            3.59   (f) ADJUSTED    1 2
 AK0728  NGVD 29 (??/??/87)    1.094  (m)            3.59   (f) SUPERSEDED  1 2
 AK0728
 AK0728.Superseded values are not recommended for survey control.
 AK0728
 AK0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0728.See file dsdata.pdf to determine how the superseded data were derived.
 AK0728
 AK0728_MARKER: DB = BENCH MARK DISK
 AK0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK0728_STAMPING: NO 4 1970
 AK0728_MARK LOGO: CGS
 AK0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0728+STABILITY: SURFACE MOTION
 AK0728
 AK0728  HISTORY     - Date     Condition        Report By
 AK0728  HISTORY     - 1970     MONUMENTED       NOS
 AK0728  HISTORY     - 1986     GOOD             FLDNR
 AK0728  HISTORY     - 20000606 GOOD             USPSQD
 AK0728  HISTORY     - 20201222 MARK NOT FOUND   GEOCAC
 AK0728
 AK0728                          STATION DESCRIPTION
 AK0728
 AK0728'DESCRIBED BY NATIONAL OCEAN SERVICE 1970
 AK0728'15.4 MI NE FROM TITUSVILLE.
 AK0728'ABOUT 8.0 MILES EAST ALONG STATE HIGHWAY 402 FROM THE JUNCTION
 AK0728'OF U.S. HIGHWAY 1 AT TITUSVILLE, THENCE 7.2 MILES NORTH ALONG
 AK0728'OLD STATE HIGHWAY A 1 A, THENCE 0.2 MILE NORTHEAST ALONG A BLACK
 AK0728'TOPPED ROAD, AT A Y JUNCTION FORMED BY THE BLACK TOPPED ROAD AND
 AK0728'A SAND ROAD LEADING EAST TO MOSQUITO LAGOON, ABOUT 100 FEET
 AK0728'NORTHEAST OF THE CENTER OF THE JUNCTION, 24 FEET NORTH OF THE
 AK0728'CENTER LINE OF THE ROAD EAST, 14 FEET EAST OF A POWER LINE POLE,
 AK0728'2 FEET WEST OF A WOODEN WITNESS POST WITH A WITNESS SIGN, ABOUT
 AK0728'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 AK0728'1 INCH ABOVE THE LEVEL OF THE GROUND.  TIDAL STATION HAULOVER CANAL.
 AK0728
 AK0728                          STATION RECOVERY (1986)
 AK0728
 AK0728'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK0728'BEGIN AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST ALONG WEST
 AK0728'HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO 2.2 MILES
 AK0728'SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF KENNEDY
 AK0728'PARKWAY, GO 8.7 MILES SOUTHEAST ALONG KENNEDY PARKWAY TO THE HAULOVER
 AK0728'CANAL, CONTINUE 0.3 MILE TO THE SOUTHEAST ENTRANCE ROAD TO THE
 AK0728'HAULOVER CANAL RECRATION AREA (THE BLACK TOP ROAD).  THE POWER POLE
 AK0728'IS GONE AND THE MARK IS 0.1 FOOT BELOW GROUND.  THE MARK BEARS 35.0
 AK0728'FEET EAST OF THE CENTERLINE OF THE BLACK TOP ROAD.  OLD STATE HIGHWAY
 AK0728'A1A IS NOW CALLED KENNEDY PARKWAY.
 AK0728
 AK0728                          STATION RECOVERY (2000)
 AK0728
 AK0728'RECOVERY NOTE BY US POWER SQUADRON 2000 (GVK)
 AK0728'RECOVERED IN GOOD CONDITION.
 AK0728
 AK0728                          STATION RECOVERY (2020)
 AK0728
 AK0728'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK0728'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7010 ***********************************************************************
 AK7010  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7010  DESIGNATION -  872 1374 TIDAL 1 RESET
 AK7010  PID         -  AK7010
 AK7010  STATE/COUNTY-  FL/BREVARD
 AK7010  COUNTRY     -  US
 AK7010  USGS QUAD   -  MIMS (2018)
 AK7010
 AK7010                         *CURRENT SURVEY CONTROL
 AK7010  ______________________________________________________________________
 AK7010* NAD 83(1986) POSITION- 28 44 11.     (N) 080 45 17.     (W)   SCALED
 AK7010* NAVD 88 ORTHO HEIGHT -     1.127 (meters)        3.70  (feet) ADJUSTED
 AK7010  ______________________________________________________________________
 AK7010  GEOID HEIGHT    -        -28.154 (meters)                     GEOID18
 AK7010  DYNAMIC HEIGHT  -          1.126 (meters)        3.69  (feet) COMP
 AK7010  MODELED GRAVITY -    979,247.4   (mgal)                       NAVD 88
 AK7010
 AK7010  VERT ORDER      -  SECOND    CLASS I
 AK7010
 AK7010.The horizontal coordinates were scaled from a map and have
 AK7010.an estimated accuracy of +/- 6 seconds.
 AK7010
 AK7010.The orthometric height was determined by differential leveling and
 AK7010.adjusted by the NATIONAL GEODETIC SURVEY
 AK7010.in September 1996.
 AK7010
 AK7010.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7010.GEOID18 height accuracy estimate available here.
 AK7010
 AK7010.This Tidal Bench Mark is designated as VM 5324
 AK7010.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK7010
 AK7010.Click photographs - Photos may exist for this station.
 AK7010
 AK7010.The dynamic height is computed by dividing the NAVD 88
 AK7010.geopotential number by the normal gravity value computed on the
 AK7010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7010.degrees latitude (g = 980.6199 gals.).
 AK7010
 AK7010.The modeled gravity was interpolated from observed gravity values.
 AK7010
 AK7010;                    North         East    Units  Estimated Accuracy
 AK7010;SPC FL E     -   487,840.      223,960.      MT  (+/- 180 meters Scaled)
 AK7010
 AK7010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM239788(NAD 83)
 AK7010
 AK7010                          SUPERSEDED SURVEY CONTROL
 AK7010
 AK7010  NGVD 29 (09/01/92)    1.507  (m)            4.94   (f) ADJUSTED    2 1
 AK7010
 AK7010.Superseded values are not recommended for survey control.
 AK7010
 AK7010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7010.See file dsdata.pdf to determine how the superseded data were derived.
 AK7010
 AK7010_MARKER: DB = BENCH MARK DISK
 AK7010_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK7010_SP_SET: BULKHEAD
 AK7010_STAMPING: NO 1 1972
 AK7010_MARK LOGO: CGS
 AK7010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7010+STABILITY: SURFACE MOTION
 AK7010
 AK7010  HISTORY     - Date     Condition        Report By
 AK7010  HISTORY     - 1972     MONUMENTED       NOS
 AK7010  HISTORY     - 1986     GOOD             FLDNR
 AK7010  HISTORY     - 20000606 GOOD             USPSQD
 AK7010  HISTORY     - 20201226 MARK NOT FOUND   GEOCAC
 AK7010
 AK7010                          STATION DESCRIPTION
 AK7010
 AK7010'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK7010'10.9 MI SE FROM OAK HILL.
 AK7010'BEGIN AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST ALONG WEST
 AK7010'HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO 2.2 MILES
 AK7010'SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF KENNEDY
 AK7010'PARKWAY, GO 8.7 MILES SOUTHEAST ALONG KENNEDY PARKWAY TO THE HAULOVER
 AK7010'CANAL AND THE MARK.  THE MARK IS SET FLUSH IN THE NORTHWEST END OF
 AK7010'THE CONCRETE BULKHEAD, LOCATED UNDER THE NORTH END OF THE BRIDGE.
 AK7010'THE MARK BEARS 35.4 FEET WEST OF THE WEST SIDE OF THE BRIDGE.
 AK7010
 AK7010                          STATION RECOVERY (2000)
 AK7010
 AK7010'RECOVERY NOTE BY US POWER SQUADRON 2000 (GVK)
 AK7010'RECOVERED IN GOOD CONDITION.
 AK7010
 AK7010                          STATION RECOVERY (2020)
 AK7010
 AK7010'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK7010'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7012 ***********************************************************************
 AK7012  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7012  DESIGNATION -  872 1374 TIDAL 2
 AK7012  PID         -  AK7012
 AK7012  STATE/COUNTY-  FL/BREVARD
 AK7012  COUNTRY     -  US
 AK7012  USGS QUAD   -  MIMS (2018)
 AK7012
 AK7012                         *CURRENT SURVEY CONTROL
 AK7012  ______________________________________________________________________
 AK7012* NAD 83(1986) POSITION- 28 44 10.     (N) 080 45 15.     (W)   SCALED
 AK7012* NAVD 88 ORTHO HEIGHT -     1.134 (meters)        3.72  (feet) ADJUSTED
 AK7012  ______________________________________________________________________
 AK7012  GEOID HEIGHT    -        -28.154 (meters)                     GEOID18
 AK7012  DYNAMIC HEIGHT  -          1.133 (meters)        3.72  (feet) COMP
 AK7012  MODELED GRAVITY -    979,247.4   (mgal)                       NAVD 88
 AK7012
 AK7012  VERT ORDER      -  SECOND    CLASS I
 AK7012
 AK7012.The horizontal coordinates were scaled from a map and have
 AK7012.an estimated accuracy of +/- 6 seconds.
 AK7012
 AK7012.The orthometric height was determined by differential leveling and
 AK7012.adjusted by the NATIONAL GEODETIC SURVEY
 AK7012.in September 1996.
 AK7012
 AK7012.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7012.GEOID18 height accuracy estimate available here.
 AK7012
 AK7012.This Tidal Bench Mark is designated as VM 5325
 AK7012.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK7012
 AK7012.Click photographs - Photos may exist for this station.
 AK7012
 AK7012.The dynamic height is computed by dividing the NAVD 88
 AK7012.geopotential number by the normal gravity value computed on the
 AK7012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7012.degrees latitude (g = 980.6199 gals.).
 AK7012
 AK7012.The modeled gravity was interpolated from observed gravity values.
 AK7012
 AK7012;                    North         East    Units  Estimated Accuracy
 AK7012;SPC FL E     -   487,810.      224,010.      MT  (+/- 180 meters Scaled)
 AK7012
 AK7012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM240787(NAD 83)
 AK7012
 AK7012                          SUPERSEDED SURVEY CONTROL
 AK7012
 AK7012  NGVD 29 (09/01/92)    1.514  (m)            4.97   (f) ADJUSTED    2 1
 AK7012
 AK7012.Superseded values are not recommended for survey control.
 AK7012
 AK7012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7012.See file dsdata.pdf to determine how the superseded data were derived.
 AK7012
 AK7012_MARKER: DB = BENCH MARK DISK
 AK7012_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK7012_SP_SET: BULKHEAD
 AK7012_STAMPING: NO 2 1972
 AK7012_MARK LOGO: CGS
 AK7012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7012+STABILITY: SURFACE MOTION
 AK7012
 AK7012  HISTORY     - Date     Condition        Report By
 AK7012  HISTORY     - 1972     MONUMENTED       NOS
 AK7012  HISTORY     - 1986     GOOD             FLDNR
 AK7012  HISTORY     - 20201226 MARK NOT FOUND   GEOCAC
 AK7012
 AK7012                          STATION DESCRIPTION
 AK7012
 AK7012'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK7012'10.95 MI SE FROM OAK HILL.
 AK7012'BEGIN AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST ALONG WEST
 AK7012'HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO 2.2 MILES
 AK7012'SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF KENNEDY
 AK7012'PARKWAY, GO 8.7 MILES SOUTHEAST ALONG KENNEDY PARKWAY TO THE HAULOVER
 AK7012'CANAL AND THE MARK.  THE MARK IS SET FLUSH IN THE SOUTHWEST END OF
 AK7012'THE CONCRETE BULKHEAD LOCATED UNDER THE SOUTH END OF THE BRIDGE.
 AK7012
 AK7012                          STATION RECOVERY (2020)
 AK7012
 AK7012'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK7012'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0718 ***********************************************************************
 AK0718  TIDAL BM    -  This is a Tidal Bench Mark.
 AK0718  DESIGNATION -  872 1374 TIDAL 3
 AK0718  PID         -  AK0718
 AK0718  STATE/COUNTY-  FL/BREVARD
 AK0718  COUNTRY     -  US
 AK0718  USGS QUAD   -  MIMS (2018)
 AK0718
 AK0718                         *CURRENT SURVEY CONTROL
 AK0718  ______________________________________________________________________
 AK0718* NAD 83(1986) POSITION- 28 44 11.0    (N) 080 45 19.4    (W)   HD_HELD2
 AK0718* NAVD 88 ORTHO HEIGHT -     2.583 (meters)        8.47  (feet) ADJUSTED
 AK0718  ______________________________________________________________________
 AK0718  GEOID HEIGHT    -        -28.153 (meters)                     GEOID18
 AK0718  DYNAMIC HEIGHT  -          2.579 (meters)        8.46  (feet) COMP
 AK0718  MODELED GRAVITY -    979,247.4   (mgal)                       NAVD 88
 AK0718
 AK0718  VERT ORDER      -  FIRST     CLASS II
 AK0718
 AK0718.The horizontal coordinates were established by autonomous hand held GPS
 AK0718.observations and have an estimated accuracy of +/- 10 meters.
 AK0718
 AK0718.The orthometric height was determined by differential leveling and
 AK0718.adjusted by the NATIONAL GEODETIC SURVEY
 AK0718.in June 1991.
 AK0718
 AK0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0718.GEOID18 height accuracy estimate available here.
 AK0718
 AK0718.This Tidal Bench Mark is designated as VM 5322
 AK0718.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK0718
 AK0718.Click photographs - Photos may exist for this station.
 AK0718
 AK0718.The dynamic height is computed by dividing the NAVD 88
 AK0718.geopotential number by the normal gravity value computed on the
 AK0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0718.degrees latitude (g = 980.6199 gals.).
 AK0718
 AK0718.The modeled gravity was interpolated from observed gravity values.
 AK0718
 AK0718;                    North         East    Units  Estimated Accuracy
 AK0718;SPC FL E     -   487,839.      223,893.      MT  (+/- 10 meters HH2 GPS)
 AK0718
 AK0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2388578804(NAD 83)
 AK0718
 AK0718                          SUPERSEDED SURVEY CONTROL
 AK0718
 AK0718  NGVD 29 (??/??/92)    2.963  (m)            9.72   (f) SUPERSEDED  1 2
 AK0718  NGVD 29 (09/01/92)    2.963  (m)            9.72   (f) ADJUSTED    1 2
 AK0718
 AK0718.Superseded values are not recommended for survey control.
 AK0718
 AK0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0718.See file dsdata.pdf to determine how the superseded data were derived.
 AK0718
 AK0718_MARKER: DB = BENCH MARK DISK
 AK0718_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK0718_SP_SET: STEP
 AK0718_STAMPING: NO 3 1941
 AK0718_MARK LOGO: CGS
 AK0718_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK0718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK0718+SATELLITE: SATELLITE OBSERVATIONS - December 26, 2020
 AK0718
 AK0718  HISTORY     - Date     Condition        Report By
 AK0718  HISTORY     - 1941     MONUMENTED       CGS
 AK0718  HISTORY     - 1970     GOOD             NGS
 AK0718  HISTORY     - 1986     GOOD             FLDNR
 AK0718  HISTORY     - 20061119 GOOD             GEOCAC
 AK0718  HISTORY     - 20201226 GOOD             GEOCAC
 AK0718
 AK0718                          STATION DESCRIPTION
 AK0718
 AK0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK0718'5 MI SE FROM SHILOH.
 AK0718'ABOUT 5.0 MILES SOUTHEAST ALONG THE NORTHWARD EXTENSION OF THE
 AK0718'KENNEDY PARKWAY (FORMERLY STATE HIGHWAY A1A) FROM THE BREVARD-VOLUSIA
 AK0718'COUNTY LINE, AT HAULOVER CANAL, SET IN TOP OF NORTHEAST END OF THIRD
 AK0718'CONCRETE STEP LEADING TO BACK ENTRANCE OF MAIN BUILDING OF THE
 AK0718'ALLENHURST FISHING CAMP, 32.5 FEET SOUTHWEST OF CENTERLINE OF OLD
 AK0718'ROAD, 59 FEET SOUTHWEST OF A VERY LARGE POWER LINE POLE, 54 FEET
 AK0718'WEST OF BARRICADE AT END OF OLD ROAD, AND SET ABOUT 2 FEET ABOVE
 AK0718'LEVEL OF OLD ROAD.  MARK MAY BE REACHED FROM NORTH OR SOUTH BY
 AK0718'GOING TO THE HAULOVER CANAL DRAWBRIDGE AND THE ALLENHURST FISHING
 AK0718'CAMP BUILDING WHICH IS ON NORTH SIDE OF THE CANAL AND APPROXIMATELY
 AK0718'200 FEET WEST OF THE BRIDGE CONTROL HOUSE.
 AK0718
 AK0718                          STATION RECOVERY (1986)
 AK0718
 AK0718'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK0718'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE FISH CAMP AND
 AK0718'POST OFFICE HAVE BEEN TORN DOWN, THE FOUNDATION AND STEPS REMAIN.
 AK0718'THE TOWNS OF ALLENHURST AND SHILOH NO LONGER EXIST.  THE MARK CAN BE
 AK0718'REACHED BY BEGINNING AT THE POST OFFICE IN OAK HILL, GO 0.1 MILE WEST
 AK0718'ALONG WEST HALIFAX AVENUE TO THE INTERSECTION OF U.S. HIGHWAY 1, GO
 AK0718'2.2 MILES SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 1 TO THE JUNCTION OF
 AK0718'KENNEDY PARKWAY, GO 8.7 MILES SOUTHEAST ALONG KENNEDY PARKWAY TO THE
 AK0718'HAULOVER CANAL AND THE MARK.
 AK0718
 AK0718                          STATION RECOVERY (2006)
 AK0718
 AK0718'RECOVERY NOTE BY GEOCACHING 2006 (NJE)
 AK0718'RECOVERED IN GOOD CONDITION.
 AK0718
 AK0718                          STATION RECOVERY (2020)
 AK0718
 AK0718'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK0718'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5478 ***********************************************************************
 AJ5478  DESIGNATION -  872 1396 B TIDAL
 AJ5478  PID         -  AJ5478
 AJ5478  STATE/COUNTY-  FL/BREVARD
 AJ5478  COUNTRY     -  US
 AJ5478  USGS QUAD   -  MIMS (2018)
 AJ5478
 AJ5478                         *CURRENT SURVEY CONTROL
 AJ5478  ______________________________________________________________________
 AJ5478* NAD 83(1986) POSITION- 28 42 12.     (N) 080 45 30.     (W)   SCALED
 AJ5478* NAVD 88 ORTHO HEIGHT -     0.297 (meters)        0.97  (feet) ADJUSTED
 AJ5478  ______________________________________________________________________
 AJ5478  GEOID HEIGHT    -        -28.125 (meters)                     GEOID18
 AJ5478  DYNAMIC HEIGHT  -          0.297 (meters)        0.97  (feet) COMP
 AJ5478  MODELED GRAVITY -    979,244.0   (mgal)                       NAVD 88
 AJ5478
 AJ5478  VERT ORDER      -  SECOND    CLASS I
 AJ5478
 AJ5478.The horizontal coordinates were scaled from a map and have
 AJ5478.an estimated accuracy of +/- 6 seconds.
 AJ5478
 AJ5478.The orthometric height was determined by differential leveling and
 AJ5478.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5478.in May 2004.
 AJ5478
 AJ5478.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5478.GEOID18 height accuracy estimate available here.
 AJ5478
 AJ5478.Click photographs - Photos may exist for this station.
 AJ5478
 AJ5478.The dynamic height is computed by dividing the NAVD 88
 AJ5478.geopotential number by the normal gravity value computed on the
 AJ5478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5478.degrees latitude (g = 980.6199 gals.).
 AJ5478
 AJ5478.The modeled gravity was interpolated from observed gravity values.
 AJ5478
 AJ5478;                    North         East    Units  Estimated Accuracy
 AJ5478;SPC FL E     -   484,180.      223,610.      MT  (+/- 180 meters Scaled)
 AJ5478
 AJ5478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM236751(NAD 83)
 AJ5478
 AJ5478                          SUPERSEDED SURVEY CONTROL
 AJ5478
 AJ5478.No superseded survey control is available for this station.
 AJ5478
 AJ5478_STAMPING: 1396 B 1999
 AJ5478_MARK LOGO: NGS
 AJ5478_PROJECTION: RECESSED 15 CENTIMETERS
 AJ5478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5478+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5478_ROD/PIPE-DEPTH: 23.2 meters
 AJ5478
 AJ5478  HISTORY     - Date     Condition        Report By
 AJ5478  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5478  HISTORY     - 20201124 MARK NOT FOUND   GEOCAC
 AJ5478
 AJ5478                          STATION DESCRIPTION
 AJ5478
 AJ5478'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5478'THE MARK IS AT MERRITT ISLAND ABOUT 7.5 MI (12.1 KM) NORTHEAST OF
 AJ5478'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5478'31, TOWNSHIP 20 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE
 AJ5478'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5478'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5478'FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION OF STATE HIGHWAY 406 ON THE
 AJ5478'LEFT, TURN LEFT ON STATE HIGHWAY 406 AND GO NORTHEAST FOR 4.2 MI (6.8
 AJ5478'KM) TO THE T-JUNCTION OF STATE HIGHWAY 3, TURN LEFT ON STATE HIGHWAY 3
 AJ5478'AND GO NORTH FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF A SIDE ROAD ON THE
 AJ5478'LEFT, TURN LEFT ON THE SIDE ROAD AND GO WESTERLY FOR 0.15 MI (0.24 KM)
 AJ5478'TO A LOCKED GATE, CONTINUE WESTERLY FOR 3.8 MI (6.1 KM) ON A VERY
 AJ5478'CURVING BERM ROAD TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD
 AJ5478'DRIVEN TO REFUSAL AT A DEPTH OF 76.0 FT (23.2 M) WITH A NGS LOGO CAP
 AJ5478'RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND BELOW THE
 AJ5478'LEVEL OF THE BERM ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12.2 CM)
 AJ5478'BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED ABOUT 360.0 FT (109.7 M)
 AJ5478'NORTHEAST OF SURVEY MARK F 485 1999, 9.0 FT (2.7 M) NORTHWEST OF THE
 AJ5478'APPROXIMATE CENTERLINE OF THE BERM ROAD AND 3.0 FT (0.9 M) SOUTHEAST
 AJ5478'OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE DATUM POINT IS HAD
 AJ5478'THROUGH A 5-INCH NGS LOGO CAP. NOTE FOR KEY CONTACT THE MERRITT ISLAND
 AJ5478'NATIONAL WILDLIFE REFUGE, VISITOR INFORMATION CENTER ON STATE HIGHWAY
 AJ5478'402 (H4 1840).
 AJ5478
 AJ5478                          STATION RECOVERY (2020)
 AJ5478
 AJ5478'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AJ5478'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5477 ***********************************************************************
 AJ5477  DESIGNATION -  872 1396 C TIDAL
 AJ5477  PID         -  AJ5477
 AJ5477  STATE/COUNTY-  FL/BREVARD
 AJ5477  COUNTRY     -  US
 AJ5477  USGS QUAD   -  MIMS (2018)
 AJ5477
 AJ5477                         *CURRENT SURVEY CONTROL
 AJ5477  ______________________________________________________________________
 AJ5477* NAD 83(1986) POSITION- 28 42 14.     (N) 080 45 23.     (W)   SCALED
 AJ5477* NAVD 88 ORTHO HEIGHT -     0.392 (meters)        1.29  (feet) ADJUSTED
 AJ5477  ______________________________________________________________________
 AJ5477  GEOID HEIGHT    -        -28.127 (meters)                     GEOID18
 AJ5477  DYNAMIC HEIGHT  -          0.391 (meters)        1.28  (feet) COMP
 AJ5477  MODELED GRAVITY -    979,244.1   (mgal)                       NAVD 88
 AJ5477
 AJ5477  VERT ORDER      -  SECOND    CLASS I
 AJ5477
 AJ5477.The horizontal coordinates were scaled from a map and have
 AJ5477.an estimated accuracy of +/- 6 seconds.
 AJ5477
 AJ5477.The orthometric height was determined by differential leveling and
 AJ5477.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5477.in May 2004.
 AJ5477
 AJ5477.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5477.GEOID18 height accuracy estimate available here.
 AJ5477
 AJ5477.Click photographs - Photos may exist for this station.
 AJ5477
 AJ5477.The dynamic height is computed by dividing the NAVD 88
 AJ5477.geopotential number by the normal gravity value computed on the
 AJ5477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5477.degrees latitude (g = 980.6199 gals.).
 AJ5477
 AJ5477.The modeled gravity was interpolated from observed gravity values.
 AJ5477
 AJ5477;                    North         East    Units  Estimated Accuracy
 AJ5477;SPC FL E     -   484,240.      223,800.      MT  (+/- 180 meters Scaled)
 AJ5477
 AJ5477_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM237752(NAD 83)
 AJ5477
 AJ5477                          SUPERSEDED SURVEY CONTROL
 AJ5477
 AJ5477.No superseded survey control is available for this station.
 AJ5477
 AJ5477_STAMPING: 1396 C 1999
 AJ5477_MARK LOGO: NGS
 AJ5477_PROJECTION: RECESSED 30 CENTIMETERS
 AJ5477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5477+SATELLITE: SATELLITE OBSERVATIONS - 1999
 AJ5477_ROD/PIPE-DEPTH: 24.4 meters
 AJ5477
 AJ5477  HISTORY     - Date     Condition        Report By
 AJ5477  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5477  HISTORY     - 20201124 MARK NOT FOUND   GEOCAC
 AJ5477
 AJ5477                          STATION DESCRIPTION
 AJ5477
 AJ5477'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5477'THE MARK IS AT MERRITT ISLAND ABOUT 7.6 MI (12.2 KM) NORTHEAST OF
 AJ5477'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE IN SECTION
 AJ5477'31, TOWNSHIP 20 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE
 AJ5477'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5477'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5477'FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION OF STATE HIGHWAY 406 ON THE
 AJ5477'LEFT, TURN LEFT ON STATE HIGHWAY 406 AND GO NORTHEAST FOR 4.2 MI (6.8
 AJ5477'KM) TO THE T-JUNCTION OF STATE HIGHWAY 3, TURN LEFT ON STATE HIGHWAY 3
 AJ5477'AND GO NORTH FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF A SIDE ROAD ON THE
 AJ5477'LEFT, TURN LEFT ON THE SIDE ROAD AND GO WESTERLY FOR 0.15 MI (0.24 KM)
 AJ5477'TO A LOCKED GATE, CONTINUE WESTERLY FOR 3.7 MI (6.0 KM) ON A VERY
 AJ5477'CURVING BERM ROAD TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD
 AJ5477'DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M) WITH A NGS LOGO CAP
 AJ5477'RECESSED 1.0 FT (0.3 M) BELOW THE LEVEL OF THE GROUND AND 0.6 FT (18.3
 AJ5477'CM) BELOW THE LEVEL OF THE BERM ROAD, THE DATUM POINT IS RECESSED 0.3
 AJ5477'FT (9.1 CM) BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED ABOUT 492.0
 AJ5477'FT (150.0 M) NORTHEAST OF NGS LOGO CAP STAMPED 1396 B 1999, ABOUT
 AJ5477'328.0 FT (100.0 M) SOUTH OF SURVEY MARK 1396 D 1999, 9.5 FT (2.9 M)
 AJ5477'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE BERM ROAD AND 3.8 FT
 AJ5477'(1.2 M) NORTHWEST OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE
 AJ5477'DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. NOTE FOR KEY CONTACT
 AJ5477'THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, VISITOR INFORMATION
 AJ5477'CENTER ON STATE HIGHWAY 402 (H4 1840).
 AJ5477
 AJ5477                          STATION RECOVERY (2020)
 AJ5477
 AJ5477'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AJ5477'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5476 ***********************************************************************
 AJ5476  DESIGNATION -  872 1396 D TIDAL
 AJ5476  PID         -  AJ5476
 AJ5476  STATE/COUNTY-  FL/BREVARD
 AJ5476  COUNTRY     -  US
 AJ5476  USGS QUAD   -  MIMS (2018)
 AJ5476
 AJ5476                         *CURRENT SURVEY CONTROL
 AJ5476  ______________________________________________________________________
 AJ5476* NAD 83(1986) POSITION- 28 42 13.2    (N) 080 45 31.1    (W)   HD_HELD2
 AJ5476* NAVD 88 ORTHO HEIGHT -     0.552 (meters)        1.81  (feet) ADJUSTED
 AJ5476  ______________________________________________________________________
 AJ5476  GEOID HEIGHT    -        -28.124 (meters)                     GEOID18
 AJ5476  DYNAMIC HEIGHT  -          0.551 (meters)        1.81  (feet) COMP
 AJ5476  MODELED GRAVITY -    979,244.2   (mgal)                       NAVD 88
 AJ5476
 AJ5476  VERT ORDER      -  FIRST     CLASS II
 AJ5476
 AJ5476.The horizontal coordinates were established by autonomous hand held GPS
 AJ5476.observations and have an estimated accuracy of +/- 10 meters.
 AJ5476
 AJ5476.The orthometric height was determined by differential leveling and
 AJ5476.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5476.in May 2004.
 AJ5476
 AJ5476.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5476.GEOID18 height accuracy estimate available here.
 AJ5476
 AJ5476.Click photographs - Photos may exist for this station.
 AJ5476
 AJ5476.The dynamic height is computed by dividing the NAVD 88
 AJ5476.geopotential number by the normal gravity value computed on the
 AJ5476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5476.degrees latitude (g = 980.6199 gals.).
 AJ5476
 AJ5476.The modeled gravity was interpolated from observed gravity values.
 AJ5476
 AJ5476;                    North         East    Units  Estimated Accuracy
 AJ5476;SPC FL E     -   484,212.      223,583.      MT  (+/- 10 meters HH2 GPS)
 AJ5476
 AJ5476_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2357575178(NAD 83)
 AJ5476
 AJ5476                          SUPERSEDED SURVEY CONTROL
 AJ5476
 AJ5476.No superseded survey control is available for this station.
 AJ5476
 AJ5476_MARKER: DD = SURVEY DISK
 AJ5476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5476_STAMPING: 1396 D 1999
 AJ5476_MARK LOGO: FLDEP
 AJ5476_PROJECTION: RECESSED 15 CENTIMETERS
 AJ5476_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5476+STABILITY: SURFACE MOTION
 AJ5476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5476+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2020
 AJ5476
 AJ5476  HISTORY     - Date     Condition        Report By
 AJ5476  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5476  HISTORY     - 20060524 GOOD             FLDEP
 AJ5476  HISTORY     - 20201124 GOOD             GEOCAC
 AJ5476
 AJ5476                          STATION DESCRIPTION
 AJ5476
 AJ5476'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5476'THE MARK IS AT MERRITT ISLAND ABOUT 7.7 MI (12.4 KM) NORTHEAST OF
 AJ5476'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5476'31, TOWNSHIP 20 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE
 AJ5476'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5476'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5476'FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION OF STATE HIGHWAY 406 ON THE
 AJ5476'LEFT, TURN LEFT ON STATE HIGHWAY 406 AND GO NORTHEAST FOR 4.2 MI (6.8
 AJ5476'KM) TO THE T-JUNCTION OF STATE HIGHWAY 3, TURN LEFT ON STATE HIGHWAY 3
 AJ5476'AND GO NORTH FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF A SIDE ROAD ON THE
 AJ5476'LEFT, TURN LEFT ON THE SIDE ROAD AND GO WESTERLY FOR 0.15 MI (0.24 KM)
 AJ5476'TO A LOCKED GATE, CONTINUE WESTERLY FOR 3.6 MI (5.8 KM) ON A VERY
 AJ5476'CURVING BERM ROAD TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 AJ5476'CONCRETE MONUMENT RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE
 AJ5476'GROUND AND BELOW THE LEVEL OF THE BERM ROAD. LOCATED ABOUT 492.0 FT
 AJ5476'(150.0 M) WEST-SOUTHWEST OF SURVEY MARK 1396 E TIDAL, ABOUT 328.0 FT
 AJ5476'(100.0 M) NORTH OF NGS LOGO CAP STAMPED 1396 C TIDAL, 14.4 FT (4.4 M)
 AJ5476'NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE BERM ROAD AND 3.9 FT
 AJ5476'(1.2 M) SOUTHEAST OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTACT
 AJ5476'THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, VISITOR INFORMATION
 AJ5476'CENTER ON STATE HIGHWAY 402 (H4 1840).
 AJ5476
 AJ5476                          STATION RECOVERY (2006)
 AJ5476
 AJ5476'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AJ5476'RECOVERED IN GOOD CONDITION.
 AJ5476
 AJ5476                          STATION RECOVERY (2020)
 AJ5476
 AJ5476'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AJ5476'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5475 ***********************************************************************
 AJ5475  DESIGNATION -  872 1396 E TIDAL
 AJ5475  PID         -  AJ5475
 AJ5475  STATE/COUNTY-  FL/BREVARD
 AJ5475  COUNTRY     -  US
 AJ5475  USGS QUAD   -  MIMS (2018)
 AJ5475
 AJ5475                         *CURRENT SURVEY CONTROL
 AJ5475  ______________________________________________________________________
 AJ5475* NAD 83(1986) POSITION- 28 42 15.1    (N) 080 45 26.4    (W)   HD_HELD2
 AJ5475* NAVD 88 ORTHO HEIGHT -     0.432 (meters)        1.42  (feet) ADJUSTED
 AJ5475  ______________________________________________________________________
 AJ5475  GEOID HEIGHT    -        -28.126 (meters)                     GEOID18
 AJ5475  DYNAMIC HEIGHT  -          0.431 (meters)        1.41  (feet) COMP
 AJ5475  MODELED GRAVITY -    979,244.2   (mgal)                       NAVD 88
 AJ5475
 AJ5475  VERT ORDER      -  FIRST     CLASS II
 AJ5475
 AJ5475.The horizontal coordinates were established by autonomous hand held GPS
 AJ5475.observations and have an estimated accuracy of +/- 10 meters.
 AJ5475
 AJ5475.The orthometric height was determined by differential leveling and
 AJ5475.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5475.in April 2009.
 AJ5475
 AJ5475.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5475.GEOID18 height accuracy estimate available here.
 AJ5475
 AJ5475.Click photographs - Photos may exist for this station.
 AJ5475
 AJ5475.The dynamic height is computed by dividing the NAVD 88
 AJ5475.geopotential number by the normal gravity value computed on the
 AJ5475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5475.degrees latitude (g = 980.6199 gals.).
 AJ5475
 AJ5475.The modeled gravity was interpolated from observed gravity values.
 AJ5475
 AJ5475;                    North         East    Units  Estimated Accuracy
 AJ5475;SPC FL E     -   484,271.      223,711.      MT  (+/- 10 meters HH2 GPS)
 AJ5475
 AJ5475_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2370275237(NAD 83)
 AJ5475
 AJ5475                          SUPERSEDED SURVEY CONTROL
 AJ5475
 AJ5475  NAVD 88 (05/18/04)    0.434  (m)            1.42   (f) SUPERSEDED  2 1
 AJ5475
 AJ5475.Superseded values are not recommended for survey control.
 AJ5475
 AJ5475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5475.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5475
 AJ5475_MARKER: DD = SURVEY DISK
 AJ5475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5475_STAMPING: 1396 E 1999
 AJ5475_MARK LOGO: FLDEP
 AJ5475_PROJECTION: RECESSED 15 CENTIMETERS
 AJ5475_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5475+STABILITY: SURFACE MOTION
 AJ5475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5475+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2020
 AJ5475
 AJ5475  HISTORY     - Date     Condition        Report By
 AJ5475  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5475  HISTORY     - 20060524 GOOD             FLDEP
 AJ5475  HISTORY     - 20201124 GOOD             GEOCAC
 AJ5475
 AJ5475                          STATION DESCRIPTION
 AJ5475
 AJ5475'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5475'THE MARK IS AT MERRITT ISLAND ABOUT 7.7 MI (12.4 KM) NORTHEAST OF
 AJ5475'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE IN SECTION
 AJ5475'31, TOWNSHIP 20 SOUTH, RANGE 36 EAST. TO REACH THE MARK FROM THE
 AJ5475'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5475'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5475'FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION OF STATE HIGHWAY 406 ON THE
 AJ5475'LEFT, TURN LEFT ON STATE HIGHWAY 406 AND GO NORTHEAST FOR 4.2 MI (6.8
 AJ5475'KM) TO THE T-JUNCTION OF STATE HIGHWAY 3, TURN LEFT ON STATE HIGHWAY 3
 AJ5475'AND GO NORTH FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF A SIDE ROAD ON THE
 AJ5475'LEFT, TURN LEFT ON THE SIDE ROAD AND GO WESTERLY FOR 0.15 MI (0.24 KM)
 AJ5475'TO A LOCKED GATE, CONTINUE WESTERLY FOR 3.55 MI (5.71 KM) ON A VERY
 AJ5475'CURVING BERM ROAD TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 AJ5475'CONCRETE MONUMENT RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE
 AJ5475'GROUND AND BELOW THE LEVEL OF THE BERM ROAD. LOCATED ABOUT 492.0 FT
 AJ5475'(150.0 M) EAST-NORTHEAST OF BENCH MARK 1396 D TIDAL, 11.8 FT (3.6 M)
 AJ5475'NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE BERM ROAD AND 2.9 FT
 AJ5475'(0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTACT
 AJ5475'THE MERRITT ISLAND NATIONAL WILDLIFE FEFUGE, VISITOR INFORMATION
 AJ5475'CENTER ON STATE HIGHWAY 402 (H4 1840).
 AJ5475
 AJ5475                          STATION RECOVERY (2006)
 AJ5475
 AJ5475'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AJ5475'RECOVERED IN GOOD CONDITION.
 AJ5475
 AJ5475                          STATION RECOVERY (2020)
 AJ5475
 AJ5475'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AJ5475'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6666 ***********************************************************************
 DK6666  DESIGNATION -  872 1396 F TIDAL
 DK6666  PID         -  DK6666
 DK6666  STATE/COUNTY-  FL/BREVARD
 DK6666  COUNTRY     -  US
 DK6666  USGS QUAD   -  MIMS (2018)
 DK6666
 DK6666                         *CURRENT SURVEY CONTROL
 DK6666  ______________________________________________________________________
 DK6666* NAD 83(1986) POSITION- 28 42 10.1    (N) 080 45 32.1    (W)   HD_HELD2
 DK6666* NAVD 88 ORTHO HEIGHT -     0.287 (meters)        0.94  (feet) ADJUSTED
 DK6666  ______________________________________________________________________
 DK6666  GEOID HEIGHT    -        -28.123 (meters)                     GEOID18
 DK6666  DYNAMIC HEIGHT  -          0.287 (meters)        0.94  (feet) COMP
 DK6666  MODELED GRAVITY -    979,243.9   (mgal)                       NAVD 88
 DK6666
 DK6666  VERT ORDER      -  FIRST     CLASS II
 DK6666
 DK6666.The horizontal coordinates were established by autonomous hand held GPS
 DK6666.observations and have an estimated accuracy of +/- 10 meters.
 DK6666
 DK6666.The orthometric height was determined by differential leveling and
 DK6666.adjusted by the NATIONAL GEODETIC SURVEY
 DK6666.in April 2009.
 DK6666
 DK6666.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6666.GEOID18 height accuracy estimate available here.
 DK6666
 DK6666.Click photographs - Photos may exist for this station.
 DK6666
 DK6666.The dynamic height is computed by dividing the NAVD 88
 DK6666.geopotential number by the normal gravity value computed on the
 DK6666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6666.degrees latitude (g = 980.6199 gals.).
 DK6666
 DK6666.The modeled gravity was interpolated from observed gravity values.
 DK6666
 DK6666;                    North         East    Units  Estimated Accuracy
 DK6666;SPC FL E     -   484,117.      223,556.      MT  (+/- 10 meters HH2 GPS)
 DK6666
 DK6666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2354875083(NAD 83)
 DK6666
 DK6666                          SUPERSEDED SURVEY CONTROL
 DK6666
 DK6666.No superseded survey control is available for this station.
 DK6666
 DK6666_MARKER: F = FLANGE-ENCASED ROD
 DK6666_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6666_STAMPING: 1396 F 2005
 DK6666_MARK LOGO: NGS
 DK6666_PROJECTION: RECESSED 20 CENTIMETERS
 DK6666_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6666_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6666+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2020
 DK6666_ROD/PIPE-DEPTH: 12.3 meters
 DK6666
 DK6666  HISTORY     - Date     Condition        Report By
 DK6666  HISTORY     - 2005     MONUMENTED       FLDEP
 DK6666  HISTORY     - 20060524 GOOD             FLDEP
 DK6666  HISTORY     - 20201124 GOOD             GEOCAC
 DK6666
 DK6666                          STATION DESCRIPTION
 DK6666
 DK6666'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6666'THE MARK IS AT MERRITT ISLAND, ABOUT 7.6 MI NORTHEAST OF TITUSVILLE,
 DK6666'IN THE MERRITT ISLAND  NATIONAL WILDLIFE REFUGE, IN SECTION 31,
 DK6666'TOWNSHIP 20 SOUTH, RANGE 36 EAST.
 DK6666'
 DK6666'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 402 (STATE
 DK6666'HIGHWAY 406) AND U.S.  HIGHWAY 1 (NORTH WASHINGTON AVENUE) IN
 DK6666'TITUSVILLE, GO EAST ON STATE HIGHWAY 402 FOR 3.0  MI TO THE Y-JUNCTION
 DK6666'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406  AND
 DK6666'GO NORTHEAST FOR 4.2 MI TO THE T-JUNCTION OF STATE HIGHWAY 3, TURN
 DK6666'LEFT ON STATE  HIGHWAY 3 AND GO NORTH FOR 1.3 MI TO THE JUNCTION OF
 DK6666'L-LOOP POND ROAD ON THE LEFT, TURN  LEFT ON L-LOOP POND ROAD AND GO
 DK6666'WESTERLY FOR 0.15 MI TO A LOCKED GATE, CONTINUE  WESTERLY FOR 3.8 MI
 DK6666'ON A VERY CURVING BERN ROAD TO THE MARK ON THE LEFT, A STAINLESS
 DK6666'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 40.2 FT WITH A NGS LOGO CAP
 DK6666'FLUSH WITH THE  GROUND AND ABOUT LEVEL WITH THE BERN ROAD, THE DATUM
 DK6666'POINT IS RECESSED 0.8 FT BELOW  THE LOGO CAP, THE DATUM POINT IS
 DK6666'RECESSED 0.1 FT BELOW THE LOGO CAP.
 DK6666'
 DK6666'LOCATED ABOUT 325.0 FT SOUTHWEST OF AN FLDEP SURVEY MARK 1396 D 1999,
 DK6666'13.0 FT  SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE BERM ROAD AND
 DK6666'4.0 FT NORTHWEST OF A  CARSONITE WITNESS POST.
 DK6666'
 DK6666'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DK6666'
 DK6666'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DK6666
 DK6666                          STATION RECOVERY (2020)
 DK6666
 DK6666'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6666'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6668 ***********************************************************************
 DK6668  DESIGNATION -  872 1396 G TIDAL
 DK6668  PID         -  DK6668
 DK6668  STATE/COUNTY-  FL/BREVARD
 DK6668  COUNTRY     -  US
 DK6668  USGS QUAD   -  MIMS (2018)
 DK6668
 DK6668                         *CURRENT SURVEY CONTROL
 DK6668  ______________________________________________________________________
 DK6668* NAD 83(1986) POSITION- 28 42 08.     (N) 080 45 36.     (W)   SCALED
 DK6668* NAVD 88 ORTHO HEIGHT -     0.358 (meters)        1.17  (feet) ADJUSTED
 DK6668  ______________________________________________________________________
 DK6668  GEOID HEIGHT    -        -28.122 (meters)                     GEOID18
 DK6668  DYNAMIC HEIGHT  -          0.358 (meters)        1.17  (feet) COMP
 DK6668  MODELED GRAVITY -    979,243.8   (mgal)                       NAVD 88
 DK6668
 DK6668  VERT ORDER      -  FIRST     CLASS II
 DK6668
 DK6668.The horizontal coordinates were scaled from a map and have
 DK6668.an estimated accuracy of +/- 6 seconds.
 DK6668
 DK6668.The orthometric height was determined by differential leveling and
 DK6668.adjusted by the NATIONAL GEODETIC SURVEY
 DK6668.in April 2009.
 DK6668
 DK6668.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6668.GEOID18 height accuracy estimate available here.
 DK6668
 DK6668.Click photographs - Photos may exist for this station.
 DK6668
 DK6668.The dynamic height is computed by dividing the NAVD 88
 DK6668.geopotential number by the normal gravity value computed on the
 DK6668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6668.degrees latitude (g = 980.6199 gals.).
 DK6668
 DK6668.The modeled gravity was interpolated from observed gravity values.
 DK6668
 DK6668;                    North         East    Units  Estimated Accuracy
 DK6668;SPC FL E     -   484,050.      223,450.      MT  (+/- 180 meters Scaled)
 DK6668
 DK6668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM234750(NAD 83)
 DK6668
 DK6668                          SUPERSEDED SURVEY CONTROL
 DK6668
 DK6668.No superseded survey control is available for this station.
 DK6668
 DK6668_STAMPING: 1396 G 2005
 DK6668_MARK LOGO: NGS
 DK6668_PROJECTION: RECESSED 10 CENTIMETERS
 DK6668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6668+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 DK6668_ROD/PIPE-DEPTH: 8.0 meters
 DK6668
 DK6668  HISTORY     - Date     Condition        Report By
 DK6668  HISTORY     - 2005     MONUMENTED       FLDEP
 DK6668  HISTORY     - 20060524 GOOD             FLDEP
 DK6668  HISTORY     - 20201124 MARK NOT FOUND   GEOCAC
 DK6668
 DK6668                          STATION DESCRIPTION
 DK6668
 DK6668'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6668'THE MARK IS AT MERRITT ISLAND, ABOUT 7.6 MI NORTHEAST OF TITUSVILLE,
 DK6668'IN THE MERRITT ISLAND  NATIONAL WILDLIFE REFUGE, IN SECTION 31,
 DK6668'TOWNSHIP 20 SOUTH, RANGE 36 EAST.
 DK6668'
 DK6668'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 402 (STATE
 DK6668'HIGHWAY 406) AND U.S.  HIGHWAY 1 (NORTH WASHINGTON AVENUE) IN
 DK6668'TITUSVILLE, GO EAST ON STATE HIGHWAY 402 FOR 3.0  MI TO THE Y-JUNCTION
 DK6668'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406  AND
 DK6668'GO NORTHEAST FOR 4.2 MI TO THE T-JUNCTION OF STATE HIGHWAY 3, TURN
 DK6668'LEFT ON STATE  HIGHWAY 3 AND GO NORTH FOR 1.3 MI TO THE JUNCTION OF
 DK6668'L-LOOP POND ROAD ON THE LEFT, TURN  LEFT ON L-LOOP POND ROAD AND GO
 DK6668'WESTERLY FOR 0.15 MI TO A LOCKED GATE, CONTINUE  WESTERLY FOR 3.7 MI
 DK6668'ON A VERY CURVING BERN ROAD TO THE MARK ON THE LEFT, A STAINLESS
 DK6668'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 26.4 FT WITH A NGS LOGO CAP
 DK6668'RECESSED 0.4 FT  BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT BELOW
 DK6668'THE LEVEL OF THE BERN ROAD, THE  DATUM POINT IS RECESSED 0.1 FT BELOW
 DK6668'THE LEVEL OF THE NGS LOGO CAP.
 DK6668'
 DK6668'LOCATED 375.0 FT NORTHEAST OF AN NGS LOGO CAP STAMPED 1396 H 2005, 9.5
 DK6668'FT NORTHWEST OF  THE APPROXIMATE CENTERLINE OF THE BERM ROAD AND 6.0
 DK6668'FT SOUTHEAST OF A CARSONITE  WITNESS POST.
 DK6668'
 DK6668'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DK6668'
 DK6668'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DK6668
 DK6668                          STATION RECOVERY (2020)
 DK6668
 DK6668'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6668'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6667 ***********************************************************************
 DK6667  DESIGNATION -  872 1396 H TIDAL
 DK6667  PID         -  DK6667
 DK6667  STATE/COUNTY-  FL/BREVARD
 DK6667  COUNTRY     -  US
 DK6667  USGS QUAD   -  MIMS (2018)
 DK6667
 DK6667                         *CURRENT SURVEY CONTROL
 DK6667  ______________________________________________________________________
 DK6667* NAD 83(1986) POSITION- 28 42 04.9    (N) 080 45 39.1    (W)   HD_HELD2
 DK6667* NAVD 88 ORTHO HEIGHT -     0.312 (meters)        1.02  (feet) ADJUSTED
 DK6667  ______________________________________________________________________
 DK6667  GEOID HEIGHT    -        -28.120 (meters)                     GEOID18
 DK6667  DYNAMIC HEIGHT  -          0.311 (meters)        1.02  (feet) COMP
 DK6667  MODELED GRAVITY -    979,243.7   (mgal)                       NAVD 88
 DK6667
 DK6667  VERT ORDER      -  FIRST     CLASS II
 DK6667
 DK6667.The horizontal coordinates were established by autonomous hand held GPS
 DK6667.observations and have an estimated accuracy of +/- 10 meters.
 DK6667
 DK6667.The orthometric height was determined by differential leveling and
 DK6667.adjusted by the NATIONAL GEODETIC SURVEY
 DK6667.in April 2009.
 DK6667
 DK6667.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6667.GEOID18 height accuracy estimate available here.
 DK6667
 DK6667.Click photographs - Photos may exist for this station.
 DK6667
 DK6667.The dynamic height is computed by dividing the NAVD 88
 DK6667.geopotential number by the normal gravity value computed on the
 DK6667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6667.degrees latitude (g = 980.6199 gals.).
 DK6667
 DK6667.The modeled gravity was interpolated from observed gravity values.
 DK6667
 DK6667;                    North         East    Units  Estimated Accuracy
 DK6667;SPC FL E     -   483,956.      223,367.      MT  (+/- 10 meters HH2 GPS)
 DK6667
 DK6667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2335874923(NAD 83)
 DK6667
 DK6667                          SUPERSEDED SURVEY CONTROL
 DK6667
 DK6667.No superseded survey control is available for this station.
 DK6667
 DK6667_MARKER: F = FLANGE-ENCASED ROD
 DK6667_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6667_STAMPING: 1396 H 2005
 DK6667_MARK LOGO: NGS
 DK6667_PROJECTION: RECESSED 13 CENTIMETERS
 DK6667_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6667_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6667+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2020
 DK6667_ROD/PIPE-DEPTH: 14.8 meters
 DK6667
 DK6667  HISTORY     - Date     Condition        Report By
 DK6667  HISTORY     - 2005     MONUMENTED       FLDEP
 DK6667  HISTORY     - 20060524 GOOD             FLDEP
 DK6667  HISTORY     - 20201124 GOOD             GEOCAC
 DK6667
 DK6667                          STATION DESCRIPTION
 DK6667
 DK6667'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6667'THE MARK IS AT MERRITT ISLAND, ABOUT 7.6 MI NORTHEAST OF TITUSVILLE,
 DK6667'IN THE MERRITT ISLAND  NATIONAL WILDLIFE REFUGE, IN SECTION 6,
 DK6667'TOWNSHIP 21 SOUTH, RANGE 36 EAST.
 DK6667'
 DK6667'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 402 (STATE
 DK6667'HIGHWAY 406) AND U.S.  HIGHWAY 1 (NORTH WASHINGTON AVENUE) IN
 DK6667'TITUSVILLE, GO EAST ON STATE HIGHWAY 402 FOR 3.0  MI TO THE Y-JUNCTION
 DK6667'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406  AND
 DK6667'GO NORTHEAST FOR 4.2 MI TO THE T-JUNCTION OF STATE HIGHWAY 3, TURN
 DK6667'LEFT ON STATE  HIGHWAY 3 AND GO NORTH FOR 1.3 MI TO THE JUNCTION OF
 DK6667'L-LOOP POND ROAD ON THE LEFT, TURN  LEFT ON L-LOOP POND ROAD AND GO
 DK6667'WESTERLY FOR 0.15 MI TO A LOCKED GATE, CONTINUE  WESTERLY FOR 3.7 MI
 DK6667'ON A VERY CURVING BERN ROAD TO THE MARK ON THE LEFT, A STAINLESS
 DK6667'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 48.4 FT WITH A NGS LOGO CAP
 DK6667'RECESSED 0.5 FT  BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT ABOVE
 DK6667'THE LEVEL OF THE BERN ROAD, THE  DATUM POINT IS RECESSED 0.2 FT BELOW
 DK6667'THE NGS LOGO CAP.
 DK6667'
 DK6667'LOCATED ABOUT 375.0 FT SOUTHWEST OF AN NGS LOGO CAP STAMPED 1396 F
 DK6667'2005, 8.5 FT  SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE BERM ROAD
 DK6667'AND 2.7 FT NORTHWEST OF THE  CARSONITE WITNESS POST.
 DK6667'
 DK6667'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DK6667'
 DK6667'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DK6667
 DK6667                          STATION RECOVERY (2020)
 DK6667
 DK6667'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6667'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5490 ***********************************************************************
 AJ5490  DESIGNATION -  872 1406 A TIDAL
 AJ5490  PID         -  AJ5490
 AJ5490  STATE/COUNTY-  FL/BREVARD
 AJ5490  COUNTRY     -  US
 AJ5490  USGS QUAD   -  MIMS (2018)
 AJ5490
 AJ5490                         *CURRENT SURVEY CONTROL
 AJ5490  ______________________________________________________________________
 AJ5490* NAD 83(1986) POSITION- 28 41 21.8    (N) 080 46 25.6    (W)   HD_HELD2
 AJ5490* NAVD 88 ORTHO HEIGHT -     0.463 (meters)        1.52  (feet) ADJUSTED
 AJ5490  ______________________________________________________________________
 AJ5490  GEOID HEIGHT    -        -28.097 (meters)                     GEOID18
 AJ5490  DYNAMIC HEIGHT  -          0.462 (meters)        1.52  (feet) COMP
 AJ5490  MODELED GRAVITY -    979,242.1   (mgal)                       NAVD 88
 AJ5490
 AJ5490  VERT ORDER      -  FIRST     CLASS II
 AJ5490
 AJ5490.The horizontal coordinates were established by autonomous hand held GPS
 AJ5490.observations and have an estimated accuracy of +/- 10 meters.
 AJ5490
 AJ5490.The orthometric height was determined by differential leveling and
 AJ5490.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5490.in May 2004.
 AJ5490
 AJ5490.No vertical observational check was made to the station.
 AJ5490
 AJ5490.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5490.GEOID18 height accuracy estimate available here.
 AJ5490
 AJ5490.Click photographs - Photos may exist for this station.
 AJ5490
 AJ5490.The dynamic height is computed by dividing the NAVD 88
 AJ5490.geopotential number by the normal gravity value computed on the
 AJ5490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5490.degrees latitude (g = 980.6199 gals.).
 AJ5490
 AJ5490.The modeled gravity was interpolated from observed gravity values.
 AJ5490
 AJ5490;                    North         East    Units  Estimated Accuracy
 AJ5490;SPC FL E     -   482,627.      222,107.      MT  (+/- 10 meters HH2 GPS)
 AJ5490
 AJ5490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2209973594(NAD 83)
 AJ5490
 AJ5490                          SUPERSEDED SURVEY CONTROL
 AJ5490
 AJ5490.No superseded survey control is available for this station.
 AJ5490
 AJ5490_MARKER: F = FLANGE-ENCASED ROD
 AJ5490_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5490_STAMPING: 1406 A 1999
 AJ5490_MARK LOGO: NGS
 AJ5490_PROJECTION: RECESSED 3 CENTIMETERS
 AJ5490_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5490+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2020
 AJ5490_ROD/PIPE-DEPTH: 13.4 meters
 AJ5490
 AJ5490  HISTORY     - Date     Condition        Report By
 AJ5490  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5490  HISTORY     - 20051221 GOOD             GEOCAC
 AJ5490  HISTORY     - 20060524 GOOD             FLDEP
 AJ5490  HISTORY     - 20201105 GOOD             GEOCAC
 AJ5490
 AJ5490                          STATION DESCRIPTION
 AJ5490
 AJ5490'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5490'THE MARK IS AT MERRITT ISLAND ABOUT 6.0 MI (9.7 KM) NORTHEAST OF
 AJ5490'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5490'1, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5490'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5490'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5490'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5490'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5490'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5490'THE TRACKS, TURN LEFT PARALLELING THE RAILROAD TRACKS AND GO
 AJ5490'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5490'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY FOR O.4 MI TO
 AJ5490'A LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5490'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY ON BLACK POINT
 AJ5490'WILDLIFE DRIVE FOR 1.55 MI (2.49 KM) TO A 90 DEGREE TURN RIGHT (EAST)
 AJ5490'AND THE ENTRANCE TO A PARKING LOT, CONTINUE NORTH FOR 0.05 MI (0.08
 AJ5490'KM) ON THE ENTRANCE ROAD TO THE NORTH END OF THE PARKING LOT AND A
 AJ5490'4-INCH LOCK POST IN THE CENTER OF THE BERM ROAD WITH A MOTORIZED
 AJ5490'VEHICLES PROHIBITED SIGN ATTACHED, CONTINUE NORTH ON THE BERM ROAD FOR
 AJ5490'0.85 MI (1.37 KM) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD
 AJ5490'DRIVEN TO REFUSAL AT A DEPTH OF 44.0 FT (13.4 M) WITH A NGS LOGO CAP
 AJ5490'RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3
 AJ5490'M) BELOW THE LEVEL OF THE BERM ROAD, THE DATUM POINT IS RECESSED 0.1
 AJ5490'FT (3.0 CM) BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED ABOUT 459.0
 AJ5490'FT (139.9 M) NORTHEAST OF SURVEY MARK 1406 B 1999, 138.0 FT (42.1 M)
 AJ5490'SOUTH-SOUTHEAST OF A 36-INCH WATER CONTROL PIPE CULVERT UNDER THE BERM
 AJ5490'ROAD (DOUBLE PIPE), 16.0 FT (4.9 M) EAST OF THE APPROXIMATE CENTERLINE
 AJ5490'OF THE BERM ROAD AND 1.0 FT (0.3 M) SOUTH OF THE SOUTHEAST CORNER OF A
 AJ5490'BENCH REST HOUSE. NOTE FOR KEY CONTACT THE MERRITT ISLAND NATIONAL
 AJ5490'WILDLIFE REFUGE, VISTIOR INFORMATION CENTER ON STATE HIGHWAY 402 (H4
 AJ5490'1840).
 AJ5490
 AJ5490                          STATION RECOVERY (2005)
 AJ5490
 AJ5490'RECOVERY NOTE BY GEOCACHING 2005 (TEC)
 AJ5490'BENCHMARK IS IN GOOD SHAPE, WITNESS POST IS ALSO IN GOOD SHAPE.
 AJ5490'LOCATED .8 MILES FROM PARKING LOT, NORTH ALONG BERM. IT IS LOCATED ON
 AJ5490'THE RIGHT SIDE OF A COVERED HIKERS REST AREA, BELOW THE BERM.
 AJ5490
 AJ5490                          STATION RECOVERY (2006)
 AJ5490
 AJ5490'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AJ5490'RECOVERED IN GOOD CONDITION.
 AJ5490
 AJ5490                          STATION RECOVERY (2020)
 AJ5490
 AJ5490'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AJ5490'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 1 (NORTH WASHINGTON AVENUE)
 AJ5490'AND COUNTY ROAD 402 (GARDEN STREET) IN TITUSVILLE, GO EAST AND
 AJ5490'NORTHEAST ON COUNTY ROAD 402 FOR 3.0 MI (4.8 KM) TO A PAVED ROAD LEFT.
 AJ5490'TURN LEFT AND GO NORTHEAST ON THE PAVED ROAD FOR 1.5 MI (2.4 KM) TO A
 AJ5490'SIDE ROAD LEFT.  TURN LEFT AND GO WEST AND NORTH ON BLACK POINT
 AJ5490'WILDLIFE ROAD FOR 3.2 MI (5.1 KM) TO A SIDE ROAD RIGHT AND THE
 AJ5490'ENTRANCE TO A PARKING LOT.  CONTINUE NORTH FOR 0.05 MI (0.08 KM) ON
 AJ5490'THE ENTRANCE ROAD TO THE NORTH END OF THE PARKING LOT AND A CABLE
 AJ5490'ACROSS THE BERM ROAD.  CONTINUE NORTH FOR 0.85 MI (1.37 KM) TO THE
 AJ5490'MARK ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5489 ***********************************************************************
 AJ5489  DESIGNATION -  872 1406 B TIDAL
 AJ5489  PID         -  AJ5489
 AJ5489  STATE/COUNTY-  FL/BREVARD
 AJ5489  COUNTRY     -  US
 AJ5489  USGS QUAD   -  MIMS (2018)
 AJ5489
 AJ5489                         *CURRENT SURVEY CONTROL
 AJ5489  ______________________________________________________________________
 AJ5489* NAD 83(1986) POSITION- 28 41 14.     (N) 080 46 29.     (W)   SCALED
 AJ5489* NAVD 88 ORTHO HEIGHT -     0.748 (meters)        2.45  (feet) ADJUSTED
 AJ5489  ______________________________________________________________________
 AJ5489  GEOID HEIGHT    -        -28.095 (meters)                     GEOID18
 AJ5489  DYNAMIC HEIGHT  -          0.747 (meters)        2.45  (feet) COMP
 AJ5489  MODELED GRAVITY -    979,242.0   (mgal)                       NAVD 88
 AJ5489
 AJ5489  VERT ORDER      -  FIRST     CLASS II
 AJ5489
 AJ5489.The horizontal coordinates were scaled from a map and have
 AJ5489.an estimated accuracy of +/- 6 seconds.
 AJ5489
 AJ5489.The orthometric height was determined by differential leveling and
 AJ5489.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5489.in April 2009.
 AJ5489
 AJ5489.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5489.GEOID18 height accuracy estimate available here.
 AJ5489
 AJ5489.Click photographs - Photos may exist for this station.
 AJ5489
 AJ5489.The dynamic height is computed by dividing the NAVD 88
 AJ5489.geopotential number by the normal gravity value computed on the
 AJ5489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5489.degrees latitude (g = 980.6199 gals.).
 AJ5489
 AJ5489.The modeled gravity was interpolated from observed gravity values.
 AJ5489
 AJ5489;                    North         East    Units  Estimated Accuracy
 AJ5489;SPC FL E     -   482,390.      222,020.      MT  (+/- 180 meters Scaled)
 AJ5489
 AJ5489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM220733(NAD 83)
 AJ5489
 AJ5489                          SUPERSEDED SURVEY CONTROL
 AJ5489
 AJ5489  NAVD 88 (05/18/04)    0.757  (m)            2.48   (f) SUPERSEDED  2 1
 AJ5489
 AJ5489.Superseded values are not recommended for survey control.
 AJ5489
 AJ5489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5489.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5489
 AJ5489_STAMPING: 1406 B 1999
 AJ5489_MARK LOGO: FLDEP
 AJ5489_PROJECTION: RECESSED 15 CENTIMETERS
 AJ5489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5489+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 AJ5489
 AJ5489  HISTORY     - Date     Condition        Report By
 AJ5489  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5489  HISTORY     - 20060524 GOOD             FLDEP
 AJ5489  HISTORY     - 20201105 MARK NOT FOUND   GEOCAC
 AJ5489
 AJ5489                          STATION DESCRIPTION
 AJ5489
 AJ5489'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5489'THE MARK IS AT MERRITT ISLAND ABOUT 5.9 MI (9.5 KM) NORTHEAST OF
 AJ5489'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5489'1, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5489'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5489'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5489'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5489'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5489'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5489'THE TRACKS, TURN LEFT PARALLELING THE RAILROAD TRACKS AND GO
 AJ5489'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5489'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY O.4 MI TO A
 AJ5489'LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5489'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY ON BLACK POINT
 AJ5489'WILDLIFE DRIVE FOR 1.55 MI (2.49 KM) TO A 90 DEGREE TURN RIGHT (EAST)
 AJ5489'AND THE ENTRANCE TO A PARKING LOT, CONTINUE NORTH ON THE ENTRANCE ROAD
 AJ5489'FOR 0.05 MI (0.08 KM) TO THE NORTH END OF THE PARKING LOT AND A 4-INCH
 AJ5489'LOCK POST IN THE CENTER OF THE BERM ROAD WITH A MOTORIZED VEHICLES
 AJ5489'PROHIBITED SIGN ATTACHED, CONTINUE NORTH ON THE BERM ROAD FOR 0.75 MI
 AJ5489'(1.21 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE
 AJ5489'MONUMENT RECESSED 0.6 FT (18.3 CM) BELOW THE GROUND AND BELOW THE
 AJ5489'LEVEL OF THE BERM ROAD. LOCATED ABOUT 525.0 FT (160.0 M) NORTH OF
 AJ5489'SURVEY MARK 1406 C 1999, ABOUT 459.0 FT (139.9 M) SOUTHWEST OF SURVEY
 AJ5489'MARK 1406 A 1999, 64.0 FT (19.5 M) NORTH-NORTHEAST OF A PALM TREE AND
 AJ5489'7.0 FT (2.1 M) EAST OF THE APPROXIMATE CENTERLINE OF THE BERM. NOTE
 AJ5489'FOR KEY CONTACT THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, VISTIOR
 AJ5489'INFORMATION CENTER ON STATE HIGHWAY 402 (H4 1840).
 AJ5489
 AJ5489                          STATION RECOVERY (2006)
 AJ5489
 AJ5489'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AJ5489'RECOVERED IN GOOD CONDITION.
 AJ5489
 AJ5489                          STATION RECOVERY (2020)
 AJ5489
 AJ5489'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AJ5489'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5488 ***********************************************************************
 AJ5488  DESIGNATION -  872 1406 C TIDAL
 AJ5488  PID         -  AJ5488
 AJ5488  STATE/COUNTY-  FL/BREVARD
 AJ5488  COUNTRY     -  US
 AJ5488  USGS QUAD   -  MIMS (2018)
 AJ5488
 AJ5488                         *CURRENT SURVEY CONTROL
 AJ5488  ______________________________________________________________________
 AJ5488* NAD 83(1986) POSITION- 28 41 11.     (N) 080 46 26.     (W)   SCALED
 AJ5488* NAVD 88 ORTHO HEIGHT -     0.695 (meters)        2.28  (feet) ADJUSTED
 AJ5488  ______________________________________________________________________
 AJ5488  GEOID HEIGHT    -        -28.095 (meters)                     GEOID18
 AJ5488  DYNAMIC HEIGHT  -          0.694 (meters)        2.28  (feet) COMP
 AJ5488  MODELED GRAVITY -    979,241.9   (mgal)                       NAVD 88
 AJ5488
 AJ5488  VERT ORDER      -  FIRST     CLASS II
 AJ5488
 AJ5488.The horizontal coordinates were scaled from a map and have
 AJ5488.an estimated accuracy of +/- 6 seconds.
 AJ5488
 AJ5488.The orthometric height was determined by differential leveling and
 AJ5488.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5488.in May 2004.
 AJ5488
 AJ5488.No vertical observational check was made to the station.
 AJ5488
 AJ5488.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5488.GEOID18 height accuracy estimate available here.
 AJ5488
 AJ5488.Click photographs - Photos may exist for this station.
 AJ5488
 AJ5488.The dynamic height is computed by dividing the NAVD 88
 AJ5488.geopotential number by the normal gravity value computed on the
 AJ5488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5488.degrees latitude (g = 980.6199 gals.).
 AJ5488
 AJ5488.The modeled gravity was interpolated from observed gravity values.
 AJ5488
 AJ5488;                    North         East    Units  Estimated Accuracy
 AJ5488;SPC FL E     -   482,290.      222,100.      MT  (+/- 180 meters Scaled)
 AJ5488
 AJ5488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM220732(NAD 83)
 AJ5488
 AJ5488                          SUPERSEDED SURVEY CONTROL
 AJ5488
 AJ5488.No superseded survey control is available for this station.
 AJ5488
 AJ5488_STAMPING: 1406 C 1999
 AJ5488_MARK LOGO: NGS
 AJ5488_PROJECTION: RECESSED 15 CENTIMETERS
 AJ5488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5488+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 AJ5488_ROD/PIPE-DEPTH: 24.4 meters
 AJ5488
 AJ5488  HISTORY     - Date     Condition        Report By
 AJ5488  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5488  HISTORY     - 20060524 GOOD             FLDEP
 AJ5488  HISTORY     - 20201105 MARK NOT FOUND   GEOCAC
 AJ5488
 AJ5488                          STATION DESCRIPTION
 AJ5488
 AJ5488'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5488'THE MARK IS AT MERRITT ISLAND ABOUT 5.9 MI (9.5 KM) NORTHEAST OF
 AJ5488'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5488'12, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5488'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5488'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5488'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5488'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5488'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5488'THE TRACKS, TURN LEFT AND PARALLELING THE RAILROAD TRACKS AND GO
 AJ5488'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5488'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY FOR O.4 MI TO
 AJ5488'A LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5488'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY ON BLACK POINT
 AJ5488'WILDLIFE DRIVE FOR 1.55 MI (2.49 KM) TO A 90 DEGREE TURN RIGHT (EAST)
 AJ5488'AND THE ENTRANCE TO A PARKING LOT, CONTINUE NORTH FOR 0.05 MI (0.08
 AJ5488'KM) ON THE ENTRANCE ROAD TO THE NORTH END OF THE PARKING LOT AND A
 AJ5488'4-INCH LOCK POST IN THE CENTER OF THE BERM ROAD WITH A MOTORIZED
 AJ5488'VEHICLES PROHIBITED SIGN ATTACHED, PASSING THRU THE LOCK POST CONTINUE
 AJ5488'NORTH ON THE BERM ROAD FOR 0.65 MI (1.05 KM) TO THE MARK ON THE RIGHT,
 AJ5488'A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M)
 AJ5488'WITH A NGS LOGO CAP RECESSED 0.6 FT (18.3 CM) BELOW THE THE LEVEL OF
 AJ5488'THE GROUND AND BELOW THE LEVEL OF THE BERM ROAD, THE DATUM POINT IS
 AJ5488'RECESSED 0.1 FT (3.0 CM) BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED
 AJ5488'APPROXIMATE 525.0 FT (160.0 M) SOUTH OF SURVEY MARK 1406 B 1999, 19.0
 AJ5488'FT (5.8 M) NORTHEAST OF A PALM TREE AND 7.5 FT (2.3 M) NORTHEAST OF
 AJ5488'THE APPROXIMATE CENTERLINE OF THE BERM ROAD. NOTE ACCESS TO THE DATUM
 AJ5488'POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. NOTE FOR KEY CONTACT THE
 AJ5488'MERRITT ISLAND NATIONAL WILDLIFE REFUGE, VISTIOR INFORMATION CENTER ON
 AJ5488'STATE HIGHWAY 402 (H4 1840).
 AJ5488
 AJ5488                          STATION RECOVERY (2006)
 AJ5488
 AJ5488'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AJ5488'RECOVERED IN GOOD CONDITION.
 AJ5488
 AJ5488                          STATION RECOVERY (2020)
 AJ5488
 AJ5488'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AJ5488'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5487 ***********************************************************************
 AJ5487  DESIGNATION -  872 1406 D TIDAL
 AJ5487  PID         -  AJ5487
 AJ5487  STATE/COUNTY-  FL/BREVARD
 AJ5487  COUNTRY     -  US
 AJ5487  USGS QUAD   -  MIMS (2018)
 AJ5487
 AJ5487                         *CURRENT SURVEY CONTROL
 AJ5487  ______________________________________________________________________
 AJ5487* NAD 83(1986) POSITION- 28 41 05.     (N) 080 46 25.     (W)   SCALED
 AJ5487* NAVD 88 ORTHO HEIGHT -     0.885 (meters)        2.90  (feet) ADJUSTED
 AJ5487  ______________________________________________________________________
 AJ5487  GEOID HEIGHT    -        -28.094 (meters)                     GEOID18
 AJ5487  DYNAMIC HEIGHT  -          0.884 (meters)        2.90  (feet) COMP
 AJ5487  MODELED GRAVITY -    979,241.7   (mgal)                       NAVD 88
 AJ5487
 AJ5487  VERT ORDER      -  FIRST     CLASS II
 AJ5487
 AJ5487.The horizontal coordinates were scaled from a map and have
 AJ5487.an estimated accuracy of +/- 6 seconds.
 AJ5487
 AJ5487.The orthometric height was determined by differential leveling and
 AJ5487.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5487.in April 2009.
 AJ5487
 AJ5487.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5487.GEOID18 height accuracy estimate available here.
 AJ5487
 AJ5487.Click photographs - Photos may exist for this station.
 AJ5487
 AJ5487.The dynamic height is computed by dividing the NAVD 88
 AJ5487.geopotential number by the normal gravity value computed on the
 AJ5487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5487.degrees latitude (g = 980.6199 gals.).
 AJ5487
 AJ5487.The modeled gravity was interpolated from observed gravity values.
 AJ5487
 AJ5487;                    North         East    Units  Estimated Accuracy
 AJ5487;SPC FL E     -   482,110.      222,120.      MT  (+/- 180 meters Scaled)
 AJ5487
 AJ5487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM221730(NAD 83)
 AJ5487
 AJ5487                          SUPERSEDED SURVEY CONTROL
 AJ5487
 AJ5487  NAVD 88 (05/18/04)    0.888  (m)            2.91   (f) SUPERSEDED  2 1
 AJ5487
 AJ5487.Superseded values are not recommended for survey control.
 AJ5487
 AJ5487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5487.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5487
 AJ5487_STAMPING: 1406 D 1999
 AJ5487_MARK LOGO: FLDEP
 AJ5487_PROJECTION: RECESSED 18 CENTIMETERS
 AJ5487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5487+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 AJ5487
 AJ5487  HISTORY     - Date     Condition        Report By
 AJ5487  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5487  HISTORY     - 20060524 GOOD             FLDEP
 AJ5487  HISTORY     - 20201105 MARK NOT FOUND   GEOCAC
 AJ5487
 AJ5487                          STATION DESCRIPTION
 AJ5487
 AJ5487'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5487'THE MARK IS AT MERRITT ISLAND ABOUT 5.8 MI (9.3 KM) NORTHEAST OF
 AJ5487'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5487'12, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5487'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5487'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5487'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5487'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5487'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5487'THE TRACKS, TURN LEFT PARALLELING THE RAILROAD TRACKS AND GO
 AJ5487'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5487'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY FOR O.4 MI TO
 AJ5487'A LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5487'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY ON BLACK POINT
 AJ5487'WILDLIGE DRIVE FOR 1.55 MI (2.49 KM) TO A 90 DEGREE TURN RIGHT (EAST)
 AJ5487'AND THE ENTRANCE TO A PARKING LOT, CONTINUE NORTH FOR 0.05 MI (0.08
 AJ5487'KM) ON THE ENTRANCE ROAD TO THE NORTH END OF THE PARKING LOT AND A
 AJ5487'4-INCH LOCK POST IN THE CENTER OF THE BERM ROAD WITH A MOTORIZED
 AJ5487'VEHICLES PROHIBITED SIGN ATTACHED, PASSING THRU THE LOCK POST CONTINUE
 AJ5487'NORTH ON THE BERM ROAD FOR 0.55 MI (0.89 KM) TO THE MARK ON THE LEFT,
 AJ5487'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.7 FT (21.3 CM)
 AJ5487'BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF THE BERM ROAD.
 AJ5487'LOCATED ABOUT 623.0 FT (189.9 M) NORTHWEST OF SURVEY MARK 1406 E 1999,
 AJ5487'ABOUT 476.0 FT (145.1 M) SOUTH OF NGS LOGO CAP STAMPED 1406 C 1999,
 AJ5487'8.0 FT (2.4 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE
 AJ5487'BERM ROAD AND 4.0 FT (1.2 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AJ5487'WOODEN DOCK. NOTE FOR KEY CONTACT THE MERRITT ISLAND NATIONAL WILDLIFE
 AJ5487'REFUGE, VISITOR INFORMATION CENTER ON STATE HIGHWAY 402 (H4 1840).
 AJ5487
 AJ5487                          STATION RECOVERY (2006)
 AJ5487
 AJ5487'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AJ5487'RECOVERED IN GOOD CONDITION.
 AJ5487
 AJ5487                          STATION RECOVERY (2020)
 AJ5487
 AJ5487'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AJ5487'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5486 ***********************************************************************
 AJ5486  DESIGNATION -  872 1406 E TIDAL
 AJ5486  PID         -  AJ5486
 AJ5486  STATE/COUNTY-  FL/BREVARD
 AJ5486  COUNTRY     -  US
 AJ5486  USGS QUAD   -  MIMS (2018)
 AJ5486
 AJ5486                         *CURRENT SURVEY CONTROL
 AJ5486  ______________________________________________________________________
 AJ5486* NAD 83(1986) POSITION- 28 41 00.     (N) 080 46 24.     (W)   SCALED
 AJ5486* NAVD 88 ORTHO HEIGHT -     1.071 (meters)        3.51  (feet) ADJUSTED
 AJ5486  ______________________________________________________________________
 AJ5486  GEOID HEIGHT    -        -28.093 (meters)                     GEOID18
 AJ5486  DYNAMIC HEIGHT  -          1.070 (meters)        3.51  (feet) COMP
 AJ5486  MODELED GRAVITY -    979,241.6   (mgal)                       NAVD 88
 AJ5486
 AJ5486  VERT ORDER      -  FIRST     CLASS II
 AJ5486
 AJ5486.The horizontal coordinates were scaled from a map and have
 AJ5486.an estimated accuracy of +/- 6 seconds.
 AJ5486
 AJ5486.The orthometric height was determined by differential leveling and
 AJ5486.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5486.in April 2009.
 AJ5486
 AJ5486.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5486.GEOID18 height accuracy estimate available here.
 AJ5486
 AJ5486.Click photographs - Photos may exist for this station.
 AJ5486
 AJ5486.The dynamic height is computed by dividing the NAVD 88
 AJ5486.geopotential number by the normal gravity value computed on the
 AJ5486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5486.degrees latitude (g = 980.6199 gals.).
 AJ5486
 AJ5486.The modeled gravity was interpolated from observed gravity values.
 AJ5486
 AJ5486;                    North         East    Units  Estimated Accuracy
 AJ5486;SPC FL E     -   481,960.      222,150.      MT  (+/- 180 meters Scaled)
 AJ5486
 AJ5486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM221729(NAD 83)
 AJ5486
 AJ5486                          SUPERSEDED SURVEY CONTROL
 AJ5486
 AJ5486  NAVD 88 (05/18/04)    1.081  (m)            3.55   (f) SUPERSEDED  2 1
 AJ5486
 AJ5486.Superseded values are not recommended for survey control.
 AJ5486
 AJ5486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5486.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5486
 AJ5486_STAMPING: 1406 E 1999
 AJ5486_MARK LOGO: FLDEP
 AJ5486_PROJECTION: RECESSED 5 CENTIMETERS
 AJ5486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5486+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 AJ5486
 AJ5486  HISTORY     - Date     Condition        Report By
 AJ5486  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5486  HISTORY     - 20060524 GOOD             FLDEP
 AJ5486  HISTORY     - 20201105 MARK NOT FOUND   GEOCAC
 AJ5486
 AJ5486                          STATION DESCRIPTION
 AJ5486
 AJ5486'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5486'THE MARK IS AT MERRITT ISLAND ABOUT 5.7 MI (9.2 KM) NORTHEAST OF
 AJ5486'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE IN SECTION
 AJ5486'12, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5486'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5486'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5486'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5486'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5486'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5486'THE TRACKS, TURN LEFT PARALLELING THE RAILROAD TRACKS AND GO
 AJ5486'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5486'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY FOR O.4 MI TO
 AJ5486'A LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5486'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY ON BLACK POINT
 AJ5486'WILDLIFE DRIVE FOR 1.55 MI (2.49 KM) TO A 90 DEGREE TURN RIGHT (EAST)
 AJ5486'AND THE ENTRANCE TO A PARKING LOT, CONTINUE NORTH FOR 0.05 MI (0.08
 AJ5486'KM) ON THE ENTRANCE ROAD TO THE NORTH END OF THE PARKING LOT AND A
 AJ5486'4-INCH LOCK POST IN THE CENTER OF THE BERM ROAD WITH A MOTORIZED
 AJ5486'VEHICLES PROHIBITED SIGN ATTACHED, PASSING THRU THE LOCK POST CONTINUE
 AJ5486'NORTH ON THE BERM ROAD FOR 0.45 MI (0.72 KM) TO THE MARK ON THE RIGHT,
 AJ5486'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6.1 CM)
 AJ5486'BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF THE BERM ROAD.
 AJ5486'LOCATED ABOUT 623.0 FT (189.9 M) SOUTHEAST OF SURVEY MARK 1406 D 1999,
 AJ5486'18.0 FT (5.5 M) EAST-NORTHEAST OF A PLAM TREE, 6.0 FT (1.8 M) EAST OF
 AJ5486'THE APPROXIMATE CENTERLINE OF THE BERM ROAD AND 5.0 FT (1.5 M) WEST OF
 AJ5486'THE EAST SIDE OF THE BERM. NOTE FOR KEY CONTACT THE MERRITT ISLAND
 AJ5486'NATIONAL WILDLIFE REFUGE, VISITOR INFORMATION CENTER ON STATE HIGHWAY
 AJ5486'402 (H4 1840).
 AJ5486
 AJ5486                          STATION RECOVERY (2006)
 AJ5486
 AJ5486'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AJ5486'RECOVERED IN GOOD CONDITION.
 AJ5486
 AJ5486                          STATION RECOVERY (2020)
 AJ5486
 AJ5486'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AJ5486'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5498 ***********************************************************************
 AJ5498  DESIGNATION -  872 1429 A TIDAL
 AJ5498  PID         -  AJ5498
 AJ5498  STATE/COUNTY-  FL/BREVARD
 AJ5498  COUNTRY     -  US
 AJ5498  USGS QUAD   -  MIMS (2018)
 AJ5498
 AJ5498                         *CURRENT SURVEY CONTROL
 AJ5498  ______________________________________________________________________
 AJ5498* NAD 83(1986) POSITION- 28 39 18.     (N) 080 46 51.     (W)   SCALED
 AJ5498* NAVD 88 ORTHO HEIGHT -     0.451 (meters)        1.48  (feet) ADJUSTED
 AJ5498  ______________________________________________________________________
 AJ5498  GEOID HEIGHT    -        -28.065 (meters)                     GEOID18
 AJ5498  DYNAMIC HEIGHT  -          0.451 (meters)        1.48  (feet) COMP
 AJ5498  MODELED GRAVITY -    979,238.4   (mgal)                       NAVD 88
 AJ5498
 AJ5498  VERT ORDER      -  FIRST     CLASS II
 AJ5498
 AJ5498.The horizontal coordinates were scaled from a map and have
 AJ5498.an estimated accuracy of +/- 6 seconds.
 AJ5498
 AJ5498.The orthometric height was determined by differential leveling and
 AJ5498.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5498.in April 2009.
 AJ5498
 AJ5498.No vertical observational check was made to the station.
 AJ5498
 AJ5498.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5498.GEOID18 height accuracy estimate available here.
 AJ5498
 AJ5498.Click photographs - Photos may exist for this station.
 AJ5498
 AJ5498.The dynamic height is computed by dividing the NAVD 88
 AJ5498.geopotential number by the normal gravity value computed on the
 AJ5498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5498.degrees latitude (g = 980.6199 gals.).
 AJ5498
 AJ5498.The modeled gravity was interpolated from observed gravity values.
 AJ5498
 AJ5498;                    North         East    Units  Estimated Accuracy
 AJ5498;SPC FL E     -   478,820.      221,430.      MT  (+/- 180 meters Scaled)
 AJ5498
 AJ5498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM214697(NAD 83)
 AJ5498
 AJ5498                          SUPERSEDED SURVEY CONTROL
 AJ5498
 AJ5498  NAVD 88 (05/18/04)    0.447  (m)            1.47   (f) SUPERSEDED  2 1
 AJ5498
 AJ5498.Superseded values are not recommended for survey control.
 AJ5498
 AJ5498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5498.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5498
 AJ5498_MARKER: F = FLANGE-ENCASED ROD
 AJ5498_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5498_STAMPING: 1429 A 1999
 AJ5498_MARK LOGO: NGS
 AJ5498_PROJECTION: RECESSED 13 CENTIMETERS
 AJ5498_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5498+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 AJ5498_ROD/PIPE-DEPTH: 24.4 meters
 AJ5498
 AJ5498  HISTORY     - Date     Condition        Report By
 AJ5498  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5498  HISTORY     - 20060524 GOOD             FLDEP
 AJ5498
 AJ5498                          STATION DESCRIPTION
 AJ5498
 AJ5498'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5498'THE MARK IS AT MERRITT ISLAND ABOUT 3.6 MI (5.8 KM) NORTHEAST OF
 AJ5498'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5498'23, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5498'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5498'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5498'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5498'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5498'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5498'THE TRACKS, TURN LEFT PARALLELING THE RAILROAD TRACKS AND GO
 AJ5498'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5498'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY FOR O.4 MI TO
 AJ5498'A LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5498'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY ON BLACK POINT
 AJ5498'WILDLIFE DRIVE FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5498'THE LEFT, TURN LEFT ON THE BERM ROAD AND GO WEST FOR 0.2 MI (0.3 KM)
 AJ5498'TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 AJ5498'DEPTH OF 80.0 FT (24.4 M) WITH A NGS LOGO CAP RECESSED 0.5 FT (15.2
 AJ5498'CM) BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF THE BERM
 AJ5498'ROAD, THE DATUM POINT IS RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF
 AJ5498'THE NGS LOGO CAP. LOCATED ABOUT 328.0 FT (100.0 M) SOUTHWEST OF SURVEY
 AJ5498'MARK 1429 B 1999, 60.0 FT (18.3 M) SOUTHEAST OF A PALM TREE, 24.0 FT
 AJ5498'(7.3 M) SOUTH OF THE NORTH SIDE OF THE BERM, 15.0 FT (4.6 M) NORTH OF
 AJ5498'THE SOUTH SIDE OF THE BERM AND 10.0 FT (3.0 M) SOUTH OF THE
 AJ5498'APPROXIMATE CENTERLINE OF THE BERM ROAD. NOTE ACCESS TO THE DATUM
 AJ5498'POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. NOTE FOR KEY CONTACT THE
 AJ5498'MERRITT ISLAND NATIONAL WILDLIFE REFUGE, VISTIOR INFORMATION CENTER ON
 AJ5498'STATE HIGHWAY 402 (H4 1840).
 AJ5498
 AJ5498                          STATION RECOVERY (2006)
 AJ5498
 AJ5498'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AJ5498'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5497 ***********************************************************************
 AJ5497  DESIGNATION -  872 1429 B TIDAL
 AJ5497  PID         -  AJ5497
 AJ5497  STATE/COUNTY-  FL/BREVARD
 AJ5497  COUNTRY     -  US
 AJ5497  USGS QUAD   -  MIMS (2018)
 AJ5497
 AJ5497                         *CURRENT SURVEY CONTROL
 AJ5497  ______________________________________________________________________
 AJ5497* NAD 83(1986) POSITION- 28 39 19.     (N) 080 46 48.     (W)   SCALED
 AJ5497* NAVD 88 ORTHO HEIGHT -     0.283 (meters)        0.93  (feet) ADJUSTED
 AJ5497  ______________________________________________________________________
 AJ5497  GEOID HEIGHT    -        -28.066 (meters)                     GEOID18
 AJ5497  DYNAMIC HEIGHT  -          0.282 (meters)        0.93  (feet) COMP
 AJ5497  MODELED GRAVITY -    979,238.5   (mgal)                       NAVD 88
 AJ5497
 AJ5497  VERT ORDER      -  FIRST     CLASS II
 AJ5497
 AJ5497.The horizontal coordinates were scaled from a map and have
 AJ5497.an estimated accuracy of +/- 6 seconds.
 AJ5497
 AJ5497.The orthometric height was determined by differential leveling and
 AJ5497.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5497.in April 2009.
 AJ5497
 AJ5497.No vertical observational check was made to the station.
 AJ5497
 AJ5497.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5497.GEOID18 height accuracy estimate available here.
 AJ5497
 AJ5497.Click photographs - Photos may exist for this station.
 AJ5497
 AJ5497.The dynamic height is computed by dividing the NAVD 88
 AJ5497.geopotential number by the normal gravity value computed on the
 AJ5497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5497.degrees latitude (g = 980.6199 gals.).
 AJ5497
 AJ5497.The modeled gravity was interpolated from observed gravity values.
 AJ5497
 AJ5497;                    North         East    Units  Estimated Accuracy
 AJ5497;SPC FL E     -   478,850.      221,510.      MT  (+/- 180 meters Scaled)
 AJ5497
 AJ5497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM214698(NAD 83)
 AJ5497
 AJ5497                          SUPERSEDED SURVEY CONTROL
 AJ5497
 AJ5497  NAVD 88 (05/18/04)    0.284  (m)            0.93   (f) SUPERSEDED  2 1
 AJ5497
 AJ5497.Superseded values are not recommended for survey control.
 AJ5497
 AJ5497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5497.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5497
 AJ5497_MARKER: DD = SURVEY DISK
 AJ5497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AJ5497_STAMPING: 1429 B 1999
 AJ5497_MARK LOGO: FLDEP
 AJ5497_PROJECTION: RECESSED 15 CENTIMETERS
 AJ5497_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ5497+STABILITY: SURFACE MOTION
 AJ5497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5497+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 AJ5497
 AJ5497  HISTORY     - Date     Condition        Report By
 AJ5497  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5497  HISTORY     - 20060524 GOOD             FLDEP
 AJ5497
 AJ5497                          STATION DESCRIPTION
 AJ5497
 AJ5497'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5497'THE MARK IS AT MERRITT ISLAND ABOUT 3.6 MI (5.8 KM) NORTHEAST OF
 AJ5497'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5497'23, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5497'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5497'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5497'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5497'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5497'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5497'THE TRACKS, TURN LEFT PARALLELING THE RAILROAD TRACKS AND GO
 AJ5497'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5497'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY FOR O.4 MI TO
 AJ5497'A LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5497'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY ON BLACK POINT
 AJ5497'WILDLIFE DRIVE FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5497'THE LEFT, TURN LEFT ON THE BERM ROAD AND GO WEST FOR 0.15 MI (0.24 KM)
 AJ5497'TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 AJ5497'RECESSED 0.6 FT (18.3 CM) BELOW THE LEVEL OF THE GROUND AND BELOW THE
 AJ5497'LEVEL OF THE BERM ROAD. LOCATED ABOUT 328.0 FT (100.0 M) NORTHEAST OF
 AJ5497'NGS LOGO CAP STAMPED 1429 A 1999, ABOUT 229.0 FT (69.8 M)
 AJ5497'SOUTH-SOUTHWEST OF NGS LOGO CAP STAMPED 1429 C 1999, 17.0 FT (5.2 M)
 AJ5497'EAST OF THE WEST SIDE OF THE BERM, 7.5 FT (2.3 M) EAST OF THE
 AJ5497'APPROXIMATE CENTERLINE OF THE BERM ROAD, ABOUT 7.0 FT (2.1 M) WEST OF
 AJ5497'THE EAST SIDE OF THE BERM. NOTE FOR KEY CONTACT THE MERRITT ISLAND
 AJ5497'NATIONAL WILDLIFE REFUGE, VISTIOR INFORMATION CENTER ON STATE HIGHWAY
 AJ5497'402 (H4 1840).
 AJ5497
 AJ5497                          STATION RECOVERY (2006)
 AJ5497
 AJ5497'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AJ5497'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5496 ***********************************************************************
 AJ5496  DESIGNATION -  872 1429 C TIDAL
 AJ5496  PID         -  AJ5496
 AJ5496  STATE/COUNTY-  FL/BREVARD
 AJ5496  COUNTRY     -  US
 AJ5496  USGS QUAD   -  MIMS (2018)
 AJ5496
 AJ5496                         *CURRENT SURVEY CONTROL
 AJ5496  ______________________________________________________________________
 AJ5496* NAD 83(1986) POSITION- 28 39 21.     (N) 080 46 45.     (W)   SCALED
 AJ5496* NAVD 88 ORTHO HEIGHT -     0.435 (meters)        1.43  (feet) ADJUSTED
 AJ5496  ______________________________________________________________________
 AJ5496  GEOID HEIGHT    -        -28.067 (meters)                     GEOID18
 AJ5496  DYNAMIC HEIGHT  -          0.434 (meters)        1.42  (feet) COMP
 AJ5496  MODELED GRAVITY -    979,238.6   (mgal)                       NAVD 88
 AJ5496
 AJ5496  VERT ORDER      -  FIRST     CLASS II
 AJ5496
 AJ5496.The horizontal coordinates were scaled from a map and have
 AJ5496.an estimated accuracy of +/- 6 seconds.
 AJ5496
 AJ5496.The orthometric height was determined by differential leveling and
 AJ5496.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5496.in April 2009.
 AJ5496
 AJ5496.No vertical observational check was made to the station.
 AJ5496
 AJ5496.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5496.GEOID18 height accuracy estimate available here.
 AJ5496
 AJ5496.Click photographs - Photos may exist for this station.
 AJ5496
 AJ5496.The dynamic height is computed by dividing the NAVD 88
 AJ5496.geopotential number by the normal gravity value computed on the
 AJ5496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5496.degrees latitude (g = 980.6199 gals.).
 AJ5496
 AJ5496.The modeled gravity was interpolated from observed gravity values.
 AJ5496
 AJ5496;                    North         East    Units  Estimated Accuracy
 AJ5496;SPC FL E     -   478,910.      221,590.      MT  (+/- 180 meters Scaled)
 AJ5496
 AJ5496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM215698(NAD 83)
 AJ5496
 AJ5496                          SUPERSEDED SURVEY CONTROL
 AJ5496
 AJ5496  NAVD 88 (05/18/04)    0.430  (m)            1.41   (f) SUPERSEDED  2 1
 AJ5496
 AJ5496.Superseded values are not recommended for survey control.
 AJ5496
 AJ5496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5496.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5496
 AJ5496_MARKER: F = FLANGE-ENCASED ROD
 AJ5496_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ5496_STAMPING: 1429 C 1999
 AJ5496_MARK LOGO: NGS
 AJ5496_PROJECTION: RECESSED 10 CENTIMETERS
 AJ5496_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AJ5496_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ5496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5496+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 AJ5496_ROD/PIPE-DEPTH: 24.4 meters
 AJ5496
 AJ5496  HISTORY     - Date     Condition        Report By
 AJ5496  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5496  HISTORY     - 20060524 GOOD             FLDEP
 AJ5496
 AJ5496                          STATION DESCRIPTION
 AJ5496
 AJ5496'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5496'THE MARK IS AT MERRITT ISLAND ABOUT 3.6 MI (5.8 KM) NORTHEAST OF
 AJ5496'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5496'23, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5496'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5496'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5496'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5496'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5496'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5496'THE TRACKS, TURN LEFT PARALLELING THE RAILROAD TRACKS AND GO
 AJ5496'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5496'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY FOR O.4 MI TO
 AJ5496'A LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5496'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY ON BLACK POINT
 AJ5496'WILDLIFE DRIVE FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5496'THE LEFT, TURN LEFT ON THE BERM ROAD AND GO WESTERLY FOR 0.1 MI (0.2
 AJ5496'KM) TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL
 AJ5496'AT A DEPTH OF 80.0 FT (24.4 M) WITH A NGS LOGO CAP RECESSED 0.4 FT
 AJ5496'(12.2 CM) BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF THE
 AJ5496'BERM ROAD, THE DATUM POINT IS RECESSED 0.5 FT (15.2 CM) BELOW THE
 AJ5496'LEVEL OF THE NGS LOGO CAP. LOCATED ABOUT 426.0 FT (129.8 M)
 AJ5496'WEST-SOUTHWEST OF SURVEY MARK 1429 D 1999, ABOUT 230.0 FT (70.1 M)
 AJ5496'NORTH-NORTHEAST OF SURVEY MARK 1429 B 1999, ABOUT 24.0 FT (7.3 M)
 AJ5496'SOUTH OF THE NORTH SIDE OF BERM, 12.0 FT (3.7 M) SOUTH OF THE
 AJ5496'APPROXIMATE CENTERLINE OF THE BERM ROAD, APPROXIMATE 7.5 FT (2.3 M)
 AJ5496'NORTH OF THE SOUTH SIDE OF BERM AND 7.0 FT (2.1 M) NORTH OF A
 AJ5496'CARSONITE WITNESS POST. NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH
 AJ5496'A 5-INCH NGS LOGO CAP. NOTE FOR KEY CONTACT THE MERRITT ISLAND
 AJ5496'NATIONAL WILDLIFE REFUGE, VISTIOR INFORMATION CENTER ON STATE HIGHWAY
 AJ5496'402 (H4 1840).
 AJ5496
 AJ5496                          STATION RECOVERY (2006)
 AJ5496
 AJ5496'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AJ5496'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5495 ***********************************************************************
 AJ5495  DESIGNATION -  872 1429 D TIDAL
 AJ5495  PID         -  AJ5495
 AJ5495  STATE/COUNTY-  FL/BREVARD
 AJ5495  COUNTRY     -  US
 AJ5495  USGS QUAD   -  MIMS (2018)
 AJ5495
 AJ5495                         *CURRENT SURVEY CONTROL
 AJ5495  ______________________________________________________________________
 AJ5495* NAD 83(1986) POSITION- 28 39 23.     (N) 080 46 40.     (W)   SCALED
 AJ5495* NAVD 88 ORTHO HEIGHT -     0.846 (meters)        2.78  (feet) ADJUSTED
 AJ5495  ______________________________________________________________________
 AJ5495  GEOID HEIGHT    -        -28.069 (meters)                     GEOID18
 AJ5495  DYNAMIC HEIGHT  -          0.845 (meters)        2.77  (feet) COMP
 AJ5495  MODELED GRAVITY -    979,238.7   (mgal)                       NAVD 88
 AJ5495
 AJ5495  VERT ORDER      -  FIRST     CLASS II
 AJ5495
 AJ5495.The horizontal coordinates were scaled from a map and have
 AJ5495.an estimated accuracy of +/- 6 seconds.
 AJ5495
 AJ5495.The orthometric height was determined by differential leveling and
 AJ5495.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5495.in May 2004.
 AJ5495
 AJ5495.No vertical observational check was made to the station.
 AJ5495
 AJ5495.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5495.GEOID18 height accuracy estimate available here.
 AJ5495
 AJ5495.Click photographs - Photos may exist for this station.
 AJ5495
 AJ5495.The dynamic height is computed by dividing the NAVD 88
 AJ5495.geopotential number by the normal gravity value computed on the
 AJ5495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5495.degrees latitude (g = 980.6199 gals.).
 AJ5495
 AJ5495.The modeled gravity was interpolated from observed gravity values.
 AJ5495
 AJ5495;                    North         East    Units  Estimated Accuracy
 AJ5495;SPC FL E     -   478,970.      221,720.      MT  (+/- 180 meters Scaled)
 AJ5495
 AJ5495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM217699(NAD 83)
 AJ5495
 AJ5495                          SUPERSEDED SURVEY CONTROL
 AJ5495
 AJ5495.No superseded survey control is available for this station.
 AJ5495
 AJ5495_STAMPING: 1429 D 1999
 AJ5495_MARK LOGO: FLDEP
 AJ5495_PROJECTION: RECESSED 38 CENTIMETERS
 AJ5495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5495+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2006
 AJ5495
 AJ5495  HISTORY     - Date     Condition        Report By
 AJ5495  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5495  HISTORY     - 20060524 GOOD             FLDEP
 AJ5495  HISTORY     - 20201102 MARK NOT FOUND   GEOCAC
 AJ5495
 AJ5495                          STATION DESCRIPTION
 AJ5495
 AJ5495'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5495'THE MARK IS AT MERRITT ISLAND ABOUT 3.6 MI (5.8 KM) NORTHEAST OF
 AJ5495'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5495'24, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5495'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5495'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5495'(A MAX BREWER MEMORIAL PARKWAY) FOR 3.0 MI (4.8 KM) TO THE Y-JUNCTION
 AJ5495'OF STATE HIGHWAY 406 ON THE LEFT, TURN LEFT ON STATE HIGHWAY 406 AND
 AJ5495'GO NORTHEAST FOR 0.4 MI (0.6 KM) TO THE RAILROAD TRACKS, CROSSING OVER
 AJ5495'THE TRACKS, TURN LEFT PARALLELING THE RAILROAD TRACKS AND GO
 AJ5495'NORTHWESTERLY FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF A BERM ROAD ON
 AJ5495'THE RIGHT, TURN RIGHT ON THE BERM ROAD AND GO NORTHERLY FOR O.4 MI TO
 AJ5495'A LOCKED BARRICADE CABLE GATE AND THE JUNCTION OF BLACK POINT WILDLIFE
 AJ5495'DRIVE (A ONE WAY SHELL ROAD), CONTINUE NORTHERLY FOR 0.1 MI (0.2 KM)
 AJ5495'TO THE JUNCTION OF A BERM ROAD ON THE LEFT AND THE MARK ON THE LEFT,
 AJ5495'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 1.3 FT (0.4 M)
 AJ5495'BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF BLACK POINT
 AJ5495'WILDLIFE DRIVE. LOCATED ABOUT 426.0 FT (129.8 M) EAST-NORTHEAST OF NGS
 AJ5495'LOGO CAP STAMPED 1429 C 1999, 101.0 FT (30.8 M) WEST-SOUTHWEST OF THE
 AJ5495'APPROXIMATE CENTERLINE OF BLACK POINT WILDLIFE DRIVE, 14.0 FT (4.3 M)
 AJ5495'NORTHWEST OF A 6-INCH SQUARE WOODEN POST, 7.2 FT (2.2 M)
 AJ5495'NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF THE BERM ROAD AND 1.6
 AJ5495'FT (0.5 M) NORTHEAST OF A 6-INCH SQUARE WOODEN POST. NOTE FOR KEY
 AJ5495'CONTACT THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, VISTIOR
 AJ5495'INFORMATION CENTER ON STATE HIGHWAY 402 (H4 1840).
 AJ5495
 AJ5495                          STATION RECOVERY (2006)
 AJ5495
 AJ5495'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AJ5495'RECOVERED IN GOOD CONDITION.
 AJ5495
 AJ5495                          STATION RECOVERY (2020)
 AJ5495
 AJ5495'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AJ5495'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5508 ***********************************************************************
 AJ5508  DESIGNATION -  872 1439 A TIDAL
 AJ5508  PID         -  AJ5508
 AJ5508  STATE/COUNTY-  FL/BREVARD
 AJ5508  COUNTRY     -  US
 AJ5508  USGS QUAD   -  MIMS (2018)
 AJ5508
 AJ5508                         *CURRENT SURVEY CONTROL
 AJ5508  ______________________________________________________________________
 AJ5508* NAD 83(1986) POSITION- 28 38 33.     (N) 080 47 09.     (W)   SCALED
 AJ5508* NAVD 88 ORTHO HEIGHT -     0.264 (meters)        0.87  (feet) ADJUSTED
 AJ5508  ______________________________________________________________________
 AJ5508  GEOID HEIGHT    -        -28.054 (meters)                     GEOID18
 AJ5508  DYNAMIC HEIGHT  -          0.264 (meters)        0.87  (feet) COMP
 AJ5508  MODELED GRAVITY -    979,236.9   (mgal)                       NAVD 88
 AJ5508
 AJ5508  VERT ORDER      -  FIRST     CLASS II
 AJ5508
 AJ5508.The horizontal coordinates were scaled from a map and have
 AJ5508.an estimated accuracy of +/- 6 seconds.
 AJ5508
 AJ5508.The orthometric height was determined by differential leveling and
 AJ5508.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5508.in May 2004.
 AJ5508
 AJ5508.No vertical observational check was made to the station.
 AJ5508
 AJ5508.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5508.GEOID18 height accuracy estimate available here.
 AJ5508
 AJ5508.Click photographs - Photos may exist for this station.
 AJ5508
 AJ5508.The dynamic height is computed by dividing the NAVD 88
 AJ5508.geopotential number by the normal gravity value computed on the
 AJ5508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5508.degrees latitude (g = 980.6199 gals.).
 AJ5508
 AJ5508.The modeled gravity was interpolated from observed gravity values.
 AJ5508
 AJ5508;                    North         East    Units  Estimated Accuracy
 AJ5508;SPC FL E     -   477,430.      220,940.      MT  (+/- 180 meters Scaled)
 AJ5508
 AJ5508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM209683(NAD 83)
 AJ5508
 AJ5508                          SUPERSEDED SURVEY CONTROL
 AJ5508
 AJ5508.No superseded survey control is available for this station.
 AJ5508
 AJ5508_STAMPING: 1439 A 1999
 AJ5508_MARK LOGO: NGS
 AJ5508_PROJECTION: RECESSED 10 CENTIMETERS
 AJ5508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5508+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 AJ5508_ROD/PIPE-DEPTH: 24.4 meters
 AJ5508
 AJ5508  HISTORY     - Date     Condition        Report By
 AJ5508  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5508  HISTORY     - 20060426 GOOD             FLDEP
 AJ5508  HISTORY     - 20201102 MARK NOT FOUND   GEOCAC
 AJ5508
 AJ5508                          STATION DESCRIPTION
 AJ5508
 AJ5508'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5508'THE MARK IS AT MERRITT ISLAND ABOUT 2.7 MI (4.3 KM) NORTHEAST OF
 AJ5508'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5508'26, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5508'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5508'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5508'(A MAX BREWER MEMORIAL PARKWAY) FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF
 AJ5508'A SIDE ROAD ON THE LEFT, TURN LEFT ON THE SIDE ROAD AND GO NORTH FOR
 AJ5508'0.25 MI (0.40 KM) TO THE JUNCTION OF A BERM ROAD ON THE LEFT, TURN
 AJ5508'LEFT ON THE BERM ROAD AND GO NORTH FOR 0.05 MI (0.08 KM) TO A LOCKED
 AJ5508'GATE, CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF A BERM
 AJ5508'ROAD ON THE LEFT, TURN LEFT ON THE BERM ROAD AND GO WEST FOR 0.5 MI
 AJ5508'(0.8 KM) TO A Y-JUNCTION AND THE MARK ON THE RIGHT, A STAINLESS STEEL
 AJ5508'ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M) WITH A NGS LOGO
 AJ5508'CAP RECESSED 0.4 FT (12.2 CM) BELOW THE GROUND AND BELOW THE LEVEL OF
 AJ5508'THE BERM ROAD. LOCATED ABOUT 590.0 FT (179.8 M) WEST OF SURVEY MARK
 AJ5508'1439 B 1999, 29.0 FT (8.8 M) NORTH OF THE BERM ROAD LEADING EAST, 17.4
 AJ5508'FT (5.3 M) WEST OF A CUT-OFF POWER POLE, 7.0 FT (2.1 M) WEST OF THE
 AJ5508'APPROXIMATE CENTERLINE OF THE BERM ROAD NORTH, 2.0 FT (0.6 M) EAST OF
 AJ5508'A CUT-OFF POWER POLE AND 1.9 FT (0.6 M) EAST OF A CARSONITE WITNESS
 AJ5508'POST. NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO
 AJ5508'CAP. NOTE FOR KEY CONTACT THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE,
 AJ5508'VISITOR INFORMATION CENTER ON STATE HIGHWAY 402 (H4 1840).
 AJ5508
 AJ5508                          STATION RECOVERY (2006)
 AJ5508
 AJ5508'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AJ5508'RECOVERED IN GOOD CONDITION.
 AJ5508
 AJ5508                          STATION RECOVERY (2020)
 AJ5508
 AJ5508'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AJ5508'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5507 ***********************************************************************
 AJ5507  DESIGNATION -  872 1439 B TIDAL
 AJ5507  PID         -  AJ5507
 AJ5507  STATE/COUNTY-  FL/BREVARD
 AJ5507  COUNTRY     -  US
 AJ5507  USGS QUAD   -  MIMS (2018)
 AJ5507
 AJ5507                         *CURRENT SURVEY CONTROL
 AJ5507  ______________________________________________________________________
 AJ5507* NAD 83(1986) POSITION- 28 38 31.     (N) 080 47 03.     (W)   SCALED
 AJ5507* NAVD 88 ORTHO HEIGHT -     0.679 (meters)        2.23  (feet) ADJUSTED
 AJ5507  ______________________________________________________________________
 AJ5507  GEOID HEIGHT    -        -28.055 (meters)                     GEOID18
 AJ5507  DYNAMIC HEIGHT  -          0.678 (meters)        2.22  (feet) COMP
 AJ5507  MODELED GRAVITY -    979,236.9   (mgal)                       NAVD 88
 AJ5507
 AJ5507  VERT ORDER      -  FIRST     CLASS II
 AJ5507
 AJ5507.The horizontal coordinates were scaled from a map and have
 AJ5507.an estimated accuracy of +/- 6 seconds.
 AJ5507
 AJ5507.The orthometric height was determined by differential leveling and
 AJ5507.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5507.in April 2009.
 AJ5507
 AJ5507.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5507.GEOID18 height accuracy estimate available here.
 AJ5507
 AJ5507.Click photographs - Photos may exist for this station.
 AJ5507
 AJ5507.The dynamic height is computed by dividing the NAVD 88
 AJ5507.geopotential number by the normal gravity value computed on the
 AJ5507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5507.degrees latitude (g = 980.6199 gals.).
 AJ5507
 AJ5507.The modeled gravity was interpolated from observed gravity values.
 AJ5507
 AJ5507;                    North         East    Units  Estimated Accuracy
 AJ5507;SPC FL E     -   477,370.      221,100.      MT  (+/- 180 meters Scaled)
 AJ5507
 AJ5507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM210683(NAD 83)
 AJ5507
 AJ5507                          SUPERSEDED SURVEY CONTROL
 AJ5507
 AJ5507  NAVD 88 (05/18/04)    0.691  (m)            2.27   (f) SUPERSEDED  2 1
 AJ5507
 AJ5507.Superseded values are not recommended for survey control.
 AJ5507
 AJ5507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5507.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5507
 AJ5507_STAMPING: 1439 B 1999
 AJ5507_MARK LOGO: FLDEP
 AJ5507_PROJECTION: RECESSED 5 CENTIMETERS
 AJ5507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5507+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 AJ5507
 AJ5507  HISTORY     - Date     Condition        Report By
 AJ5507  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5507  HISTORY     - 20060426 GOOD             FLDEP
 AJ5507  HISTORY     - 20201102 MARK NOT FOUND   GEOCAC
 AJ5507
 AJ5507                          STATION DESCRIPTION
 AJ5507
 AJ5507'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5507'THE MARK IS AT MERRITT ISLAND ABOUT 2.7 MI (4.3 KM) NORTHEAST OF
 AJ5507'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5507'26, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5507'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5507'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5507'(A MAX BREWER MEMORIAL PARKWAY) FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF
 AJ5507'A SIDE ROAD ON THE LEFT, TURN LEFT ON THE SIDE ROAD AND GO NORTH FOR
 AJ5507'0.25 MI (0.40 KM) TO THE JUNCTION OF A BERM ROAD ON THE LEFT, TURN
 AJ5507'LEFT ON THE BERM ROAD AND GO NORTH FOR 0.05 MI (0.08 KM) TO A LOCKED
 AJ5507'GATE, CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF A BERM
 AJ5507'ROAD ON THE LEFT, TURN LEFT ON THE BERM ROAD AND GO WEST FOR 0.4 MI
 AJ5507'(0.6 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 AJ5507'MONUMENT RECESSED 0.2 FT (6.1 CM) BELOW THE GROUND AND BELOW THE LEVEL
 AJ5507'OF THE BERM ROAD. LOCATED ABOUT 590.0 FT (179.8 M) EAST OF NGS LOGO
 AJ5507'CAP STAMPED 1439 A 1999, ABOUT 394.0 FT (120.1 M) WEST OF NGS LOGO CAP
 AJ5507'STAMPED 1439 C 1999, 6.9 FT (2.1 M) SOUTH OF THE APPROXIMATE
 AJ5507'CENTERLINE OF THE BERM ROAD AND 2.0 FT (0.6 M) NORTH OF A CARSONITE
 AJ5507'WITNESS POST. NOTE FOR KEY CONTACT THE MERRITT ISLAND NATIONAL
 AJ5507'WILDLIFE REFUGE, VISITOR INFORMATION CENTER ON STATE HIGHWAY 402 (H4
 AJ5507'1840).
 AJ5507
 AJ5507                          STATION RECOVERY (2006)
 AJ5507
 AJ5507'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AJ5507'RECOVERED IN GOOD CONDITION.
 AJ5507
 AJ5507                          STATION RECOVERY (2020)
 AJ5507
 AJ5507'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AJ5507'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5506 ***********************************************************************
 AJ5506  DESIGNATION -  872 1439 C TIDAL
 AJ5506  PID         -  AJ5506
 AJ5506  STATE/COUNTY-  FL/BREVARD
 AJ5506  COUNTRY     -  US
 AJ5506  USGS QUAD   -  MIMS (2018)
 AJ5506
 AJ5506                         *CURRENT SURVEY CONTROL
 AJ5506  ______________________________________________________________________
 AJ5506* NAD 83(1986) POSITION- 28 38 31.     (N) 080 46 58.     (W)   SCALED
 AJ5506* NAVD 88 ORTHO HEIGHT -     0.400 (meters)        1.31  (feet) ADJUSTED
 AJ5506  ______________________________________________________________________
 AJ5506  GEOID HEIGHT    -        -28.056 (meters)                     GEOID18
 AJ5506  DYNAMIC HEIGHT  -          0.399 (meters)        1.31  (feet) COMP
 AJ5506  MODELED GRAVITY -    979,236.9   (mgal)                       NAVD 88
 AJ5506
 AJ5506  VERT ORDER      -  FIRST     CLASS II
 AJ5506
 AJ5506.The horizontal coordinates were scaled from a map and have
 AJ5506.an estimated accuracy of +/- 6 seconds.
 AJ5506
 AJ5506.The orthometric height was determined by differential leveling and
 AJ5506.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5506.in May 2004.
 AJ5506
 AJ5506.No vertical observational check was made to the station.
 AJ5506
 AJ5506.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5506.GEOID18 height accuracy estimate available here.
 AJ5506
 AJ5506.Click photographs - Photos may exist for this station.
 AJ5506
 AJ5506.The dynamic height is computed by dividing the NAVD 88
 AJ5506.geopotential number by the normal gravity value computed on the
 AJ5506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5506.degrees latitude (g = 980.6199 gals.).
 AJ5506
 AJ5506.The modeled gravity was interpolated from observed gravity values.
 AJ5506
 AJ5506;                    North         East    Units  Estimated Accuracy
 AJ5506;SPC FL E     -   477,370.      221,240.      MT  (+/- 180 meters Scaled)
 AJ5506
 AJ5506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM212683(NAD 83)
 AJ5506
 AJ5506                          SUPERSEDED SURVEY CONTROL
 AJ5506
 AJ5506.No superseded survey control is available for this station.
 AJ5506
 AJ5506_STAMPING: 1439 C 1999
 AJ5506_MARK LOGO: NGS
 AJ5506_PROJECTION: RECESSED 10 CENTIMETERS
 AJ5506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5506+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 AJ5506_ROD/PIPE-DEPTH: 24.4 meters
 AJ5506
 AJ5506  HISTORY     - Date     Condition        Report By
 AJ5506  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5506  HISTORY     - 20060426 GOOD             FLDEP
 AJ5506  HISTORY     - 20201102 MARK NOT FOUND   GEOCAC
 AJ5506
 AJ5506                          STATION DESCRIPTION
 AJ5506
 AJ5506'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5506'THE MARK IS AT MERRITT ISLAND ABOUT 2.7 MI (4.3 KM) NORTHEAST OF
 AJ5506'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5506'26, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5506'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5506'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5506'(A MAX BREWER MEMORIAL PARKWAY) FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF
 AJ5506'A SIDE ROAD ON THE LEFT, TURN LEFT ON THE SIDE ROAD AND GO NORTH FOR
 AJ5506'0.25 MI (0.40 KM) TO THE JUNCTION OF A BERM ROAD ON THE LEFT, TURN
 AJ5506'LEFT ON THE BERM ROAD AND GO NORTH FOR 0.05 MI (0.08 KM) TO A LOCKED
 AJ5506'GATE, CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF A BERM
 AJ5506'ROAD ON THE LEFT, TURN LEFT ON THE BERM ROAD AND GO WEST FOR 0.35 MI
 AJ5506'(0.56 KM) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO
 AJ5506'REFUSAL AT A DEPTH OF 80.0 FT (24.4 M) WITH A NGS LOGO CAP RECESSED
 AJ5506'0.4 FT (12.2 CM) BELOW THE BELOW THE LEVEL OF THE GROUND AND BELOW THE
 AJ5506'LEVEL OF THE BERM ROAD, THE DATUM POINT IS RECESSED 0.4 FT (12.2 CM)
 AJ5506'BELOW THE NGS LOGO CAP. LOCATED ABOUT 394.0 FT (120.1 M) EAST OF
 AJ5506'SURVEY MARK 1439 B 1999, ABOUT 394.0 FT (120.1 M) WEST OF SURVEY MARK
 AJ5506'1439 D 1999, 295.0 FT (89.9 M) WEST OF A 36-INCH WATER STRUCTURE UNDER
 AJ5506'THE BERM ROAD, 82.0 FT (25.0 M) WEST OF THE BUSH TREE LINE SOUTH, 10.0
 AJ5506'FT (3.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE BERM ROAD AND
 AJ5506'1.7 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE
 AJ5506'DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP. NOTE FOR KEY CONTACT
 AJ5506'THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, VISITOR INFORMATION
 AJ5506'CENTER ON STATE HIGHWAY 402 (H4 1840).
 AJ5506
 AJ5506                          STATION RECOVERY (2006)
 AJ5506
 AJ5506'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AJ5506'RECOVERED IN GOOD CONDITION.
 AJ5506
 AJ5506                          STATION RECOVERY (2020)
 AJ5506
 AJ5506'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AJ5506'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5505 ***********************************************************************
 AJ5505  DESIGNATION -  872 1439 D TIDAL
 AJ5505  PID         -  AJ5505
 AJ5505  STATE/COUNTY-  FL/BREVARD
 AJ5505  COUNTRY     -  US
 AJ5505  USGS QUAD   -  MIMS (2018)
 AJ5505
 AJ5505                         *CURRENT SURVEY CONTROL
 AJ5505  ______________________________________________________________________
 AJ5505* NAD 83(1986) POSITION- 28 38 30.     (N) 080 46 56.     (W)   SCALED
 AJ5505* NAVD 88 ORTHO HEIGHT -     0.474 (meters)        1.56  (feet) ADJUSTED
 AJ5505  ______________________________________________________________________
 AJ5505  GEOID HEIGHT    -        -28.056 (meters)                     GEOID18
 AJ5505  DYNAMIC HEIGHT  -          0.473 (meters)        1.55  (feet) COMP
 AJ5505  MODELED GRAVITY -    979,236.9   (mgal)                       NAVD 88
 AJ5505
 AJ5505  VERT ORDER      -  FIRST     CLASS II
 AJ5505
 AJ5505.The horizontal coordinates were scaled from a map and have
 AJ5505.an estimated accuracy of +/- 6 seconds.
 AJ5505
 AJ5505.The orthometric height was determined by differential leveling and
 AJ5505.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5505.in April 2009.
 AJ5505
 AJ5505.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5505.GEOID18 height accuracy estimate available here.
 AJ5505
 AJ5505.Click photographs - Photos may exist for this station.
 AJ5505
 AJ5505.The dynamic height is computed by dividing the NAVD 88
 AJ5505.geopotential number by the normal gravity value computed on the
 AJ5505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5505.degrees latitude (g = 980.6199 gals.).
 AJ5505
 AJ5505.The modeled gravity was interpolated from observed gravity values.
 AJ5505
 AJ5505;                    North         East    Units  Estimated Accuracy
 AJ5505;SPC FL E     -   477,340.      221,290.      MT  (+/- 180 meters Scaled)
 AJ5505
 AJ5505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM212683(NAD 83)
 AJ5505
 AJ5505                          SUPERSEDED SURVEY CONTROL
 AJ5505
 AJ5505  NAVD 88 (05/18/04)    0.476  (m)            1.56   (f) SUPERSEDED  2 1
 AJ5505
 AJ5505.Superseded values are not recommended for survey control.
 AJ5505
 AJ5505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5505.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5505
 AJ5505_STAMPING: 1439 D 1999
 AJ5505_MARK LOGO: FLDEP
 AJ5505_PROJECTION: RECESSED 3 CENTIMETERS
 AJ5505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5505+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 AJ5505
 AJ5505  HISTORY     - Date     Condition        Report By
 AJ5505  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5505  HISTORY     - 20060426 GOOD             FLDEP
 AJ5505  HISTORY     - 20201102 MARK NOT FOUND   GEOCAC
 AJ5505
 AJ5505                          STATION DESCRIPTION
 AJ5505
 AJ5505'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5505'THE MARK IS AT MERRITT ISLAND ABOUT 2.7 MI (4.3 KM) NORTHEAST OF
 AJ5505'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5505'26, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5505'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5505'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5505'(A MAX BREWER MEMORIAL PARKWAY) FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF
 AJ5505'A SIDE ROAD ON THE LEFT, TURN LEFT ON THE SIDE ROAD AND GO NORTHERLY
 AJ5505'FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF A BERM ROAD ON THE LEFT, TURN
 AJ5505'LEFT ON THE BERM ROAD AND GO NORTH FOR 0.05 MI (0.08 KM) TO A LOCKED
 AJ5505'GATE, CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF A BERM
 AJ5505'ROAD ON THE LEFT, TURN LEFT ON THE BERM ROAD AND GO WEST FOR 0.3 MI
 AJ5505'(0.5 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 AJ5505'MONUMENT RECESSED 0.1 FT (3.0 CM) BELOW THE GROUND AND 0.6 FT (18.3
 AJ5505'CM) BELOW THE LEVEL OF THE BERM ROAD. LOCATED ABOUT 394.0 FT (120.1 M)
 AJ5505'EAST OF NGS LOGO CAP STAMPED 1439 C 1999, ABOUT 360.0 FT (109.7 M)
 AJ5505'WEST OF SURVEY MARK 1439 E 1999, 105.0 FT (32.0 M) EAST OF A 36-INCH
 AJ5505'WATER CONTROL PIPE UNDER THE BERM ROAD, 8.8 FT (2.7 M) SOUTH OF THE
 AJ5505'APPROXIMATE CENTERLINE OF THE BERM ROAD AND 1.7 FT (0.5 M) NORTH OF A
 AJ5505'CARSONITE WITNESS POST. NOTE FOR KEY CONTACT THE MERRITT ISLAND
 AJ5505'NATIONAL WILDLIFE REFUGE, VISITOR INFORMATION CENTER ON STATE HIGHWAY
 AJ5505'402 (H4 1840).
 AJ5505
 AJ5505                          STATION RECOVERY (2006)
 AJ5505
 AJ5505'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AJ5505'RECOVERED IN GOOD CONDITION.
 AJ5505
 AJ5505                          STATION RECOVERY (2020)
 AJ5505
 AJ5505'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AJ5505'CONCRETE POST FOUND WITH TOP BROKEN OFF.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5504 ***********************************************************************
 AJ5504  DESIGNATION -  872 1439 E TIDAL
 AJ5504  PID         -  AJ5504
 AJ5504  STATE/COUNTY-  FL/BREVARD
 AJ5504  COUNTRY     -  US
 AJ5504  USGS QUAD   -  MIMS (2018)
 AJ5504
 AJ5504                         *CURRENT SURVEY CONTROL
 AJ5504  ______________________________________________________________________
 AJ5504* NAD 83(1986) POSITION- 28 38 29.     (N) 080 46 53.     (W)   SCALED
 AJ5504* NAVD 88 ORTHO HEIGHT -     0.640 (meters)        2.10  (feet) ADJUSTED
 AJ5504  ______________________________________________________________________
 AJ5504  GEOID HEIGHT    -        -28.057 (meters)                     GEOID18
 AJ5504  DYNAMIC HEIGHT  -          0.639 (meters)        2.10  (feet) COMP
 AJ5504  MODELED GRAVITY -    979,236.9   (mgal)                       NAVD 88
 AJ5504
 AJ5504  VERT ORDER      -  FIRST     CLASS II
 AJ5504
 AJ5504.The horizontal coordinates were scaled from a map and have
 AJ5504.an estimated accuracy of +/- 6 seconds.
 AJ5504
 AJ5504.The orthometric height was determined by differential leveling and
 AJ5504.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5504.in April 2009.
 AJ5504
 AJ5504.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5504.GEOID18 height accuracy estimate available here.
 AJ5504
 AJ5504.Click photographs - Photos may exist for this station.
 AJ5504
 AJ5504.The dynamic height is computed by dividing the NAVD 88
 AJ5504.geopotential number by the normal gravity value computed on the
 AJ5504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5504.degrees latitude (g = 980.6199 gals.).
 AJ5504
 AJ5504.The modeled gravity was interpolated from observed gravity values.
 AJ5504
 AJ5504;                    North         East    Units  Estimated Accuracy
 AJ5504;SPC FL E     -   477,310.      221,370.      MT  (+/- 180 meters Scaled)
 AJ5504
 AJ5504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM213682(NAD 83)
 AJ5504
 AJ5504                          SUPERSEDED SURVEY CONTROL
 AJ5504
 AJ5504  NAVD 88 (05/18/04)    0.647  (m)            2.12   (f) SUPERSEDED  2 1
 AJ5504
 AJ5504.Superseded values are not recommended for survey control.
 AJ5504
 AJ5504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ5504.See file dsdata.pdf to determine how the superseded data were derived.
 AJ5504
 AJ5504_STAMPING: 1439 E 1999
 AJ5504_MARK LOGO: FLDEP
 AJ5504_PROJECTION: RECESSED 18 CENTIMETERS
 AJ5504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5504+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2006
 AJ5504
 AJ5504  HISTORY     - Date     Condition        Report By
 AJ5504  HISTORY     - 1999     MONUMENTED       FLDEP
 AJ5504  HISTORY     - 20060426 GOOD             FLDEP
 AJ5504  HISTORY     - 20201102 MARK NOT FOUND   GEOCAC
 AJ5504
 AJ5504                          STATION DESCRIPTION
 AJ5504
 AJ5504'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5504'THE MARK IS AT MERRITT ISLAND ABOUT 2.7 MI (4.3 KM) NORTHEAST OF
 AJ5504'TITUSVILLE IN THE MERRITT ISLAND NATIONAL WILDLIFE REFUGE, IN SECTION
 AJ5504'26, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE MARK FROM THE
 AJ5504'JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S. HIGHWAY 1
 AJ5504'(NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE HIGHWAY 402
 AJ5504'(A MAX BREWER MEMORIAL PARKWAY) FOR 2.4 MI (3.9 KM) TO THE JUNCTION OF
 AJ5504'A SIDE ROAD ON THE LEFT, TURN LEFT ON THE SIDE ROAD AND GO NORTHERLY
 AJ5504'FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF A BERM ROAD ON THE LEFT, TURN
 AJ5504'LEFT ON THE BERM ROAD AND GO NORTH FOR 0.05 MI (0.08 KM) TO A LOCKED
 AJ5504'GATE, CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO THE JUNCTION OF A BERM
 AJ5504'ROAD ON THE LEFT, TURN LEFT ON THE BERM ROAD AND GO WEST FOR 0.25 MI
 AJ5504'(0.40 KM) TO A BUSH LINE ON THE LEFT AND THE MARK ON THE LEFT, SET IN
 AJ5504'THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.7 FT (21.3 CM) BELOW
 AJ5504'THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF THE BERM ROAD. LOCATED
 AJ5504'ABOUT 360.0 FT (109.7 M) EAST OF SURVEY MARK 1439 D 1999, 7.7 FT (2.3
 AJ5504'M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE BERM ROAD AND 1.6 FT
 AJ5504'(0.5 M) NORTH OF A CARSONITE WITNESS POST. NOTE FOR KEY CONTACT THE
 AJ5504'MERRITT ISLAND NATIONAL WILDLIFE REFUGE, VISITOR INFORMATION CENTER ON
 AJ5504'STATE HIGHWAY 402 (H4 1840).
 AJ5504
 AJ5504                          STATION RECOVERY (2006)
 AJ5504
 AJ5504'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AJ5504'RECOVERED IN GOOD CONDITION.
 AJ5504
 AJ5504                          STATION RECOVERY (2020)
 AJ5504
 AJ5504'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AJ5504'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ5513 ***********************************************************************
 AJ5513  DESIGNATION -  872 1456 A TIDAL
 AJ5513  PID         -  AJ5513
 AJ5513  STATE/COUNTY-  FL/BREVARD
 AJ5513  COUNTRY     -  US
 AJ5513  USGS QUAD   -  TITUSVILLE (2018)
 AJ5513
 AJ5513                         *CURRENT SURVEY CONTROL
 AJ5513  ______________________________________________________________________
 AJ5513* NAD 83(1986) POSITION- 28 37 05.     (N) 080 48 13.     (W)   SCALED
 AJ5513* NAVD 88 ORTHO HEIGHT -     0.416 (meters)        1.36  (feet) ADJUSTED
 AJ5513  ______________________________________________________________________
 AJ5513  GEOID HEIGHT    -        -28.032 (meters)                     GEOID18
 AJ5513  DYNAMIC HEIGHT  -          0.416 (meters)        1.36  (feet) COMP
 AJ5513  MODELED GRAVITY -    979,233.2   (mgal)                       NAVD 88
 AJ5513
 AJ5513  VERT ORDER      -  FIRST     CLASS II
 AJ5513
 AJ5513.The horizontal coordinates were scaled from a map and have
 AJ5513.an estimated accuracy of +/- 6 seconds.
 AJ5513
 AJ5513.The orthometric height was determined by differential leveling and
 AJ5513.adjusted by the NATIONAL GEODETIC SURVEY
 AJ5513.in May 2004.
 AJ5513
 AJ5513.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ5513.GEOID18 height accuracy estimate available here.
 AJ5513
 AJ5513.Click photographs - Photos may exist for this station.
 AJ5513
 AJ5513.The dynamic height is computed by dividing the NAVD 88
 AJ5513.geopotential number by the normal gravity value computed on the
 AJ5513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ5513.degrees latitude (g = 980.6199 gals.).
 AJ5513
 AJ5513.The modeled gravity was interpolated from observed gravity values.
 AJ5513
 AJ5513;                    North         East    Units  Estimated Accuracy
 AJ5513;SPC FL E     -   474,720.      219,210.      MT  (+/- 180 meters Scaled)
 AJ5513
 AJ5513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM191656(NAD 83)
 AJ5513
 AJ5513                          SUPERSEDED SURVEY CONTROL
 AJ5513
 AJ5513.No superseded survey control is available for this station.
 AJ5513
 AJ5513_STAMPING: 1456 A 1996
 AJ5513_MARK LOGO: NGS
 AJ5513_PROJECTION: FLUSH
 AJ5513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ5513+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2009
 AJ5513_ROD/PIPE-DEPTH: 19.2 meters
 AJ5513
 AJ5513  HISTORY     - Date     Condition        Report By
 AJ5513  HISTORY     - 1996     MONUMENTED       NGS
 AJ5513  HISTORY     - 19991006 GOOD             FLDEP
 AJ5513  HISTORY     - 20060426 GOOD             FLDEP
 AJ5513  HISTORY     - 20060805 GOOD             GEOCAC
 AJ5513  HISTORY     - 20090708 GOOD             FL-009
 AJ5513  HISTORY     - 20201027 MARK NOT FOUND   GEOCAC
 AJ5513
 AJ5513                          STATION DESCRIPTION
 AJ5513
 AJ5513'DESCRIBED BY FL DEPT OF ENV PRO 1999 (JLM)
 AJ5513'THE MARK IS IN TITUSVILLE AT THE COAST GUARD AUXILIARY (FLOTILLA 49),
 AJ5513'IN THE EAST SIDE OF SAND POINT PARK, ON THE WEST SIDE OF THE INDIAN
 AJ5513'RIVER, IN SECTION 34, TOWNSHIP 21 SOUTH, RANGE 35 EAST. TO REACH THE
 AJ5513'MARK FROM THE JUNCTION OF STATE HIGHWAY 402 (STATE ROAD 406) AND U.S.
 AJ5513'HIGHWAY 1 (NORTH WASHINGTON AVENUE) IN TITUSVILLE, GO EAST ON STATE
 AJ5513'HIGHWAY 402 (A MAX BREWER MEMORIAL PARKWAY) FOR 0.3 MI (0.5 KM) TO
 AJ5513'SOUTHEAST ENTRANCE ROAD TO THE SAND POINT PARK AND THE COAST GUARD
 AJ5513'AUXILIARY (FLOTILLA 49) ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD
 AJ5513'AND GO NORTH FOR ABOUT 300.0 FT (91.4 M) TO THE MARK ON THE LEFT, A
 AJ5513'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 63.0 FT (19.2 M)
 AJ5513'WITH A NGS LOGO CAP FLUSH WITH THE GROUND, THE DATUM POINT IS RECESSED
 AJ5513'0.3 FT (9.1 CM) BELOW THE LEVEL OF THE NGS LOGO CAP. LOCATED ABOUT
 AJ5513'347.0 FT (105.8 M) NORTH-NORTHWEST OF SURVEY DISK NUMBER D 305, ABOUT
 AJ5513'187.0 FT (57.0 M) EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE BOAT
 AJ5513'RAMP, 137.3 FT (41.8 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 AJ5513'COAST GUARD BUILDING, 84.5 FT (25.8 M) NORTHEAST OF A ROUND METAL
 AJ5513'LIGHT POST, 4.9 FT (1.5 M) SOUTHWEST OF THE NORTHEAST CORNER OF A
 AJ5513'CORRUGATED STEEL SEAWALL (SOUTHEAST CORNER OF THE BOAT RAMP) AND 3.5
 AJ5513'FT (1.1 M) SOUTHWEST OF A CARSONITE WITNESS POST. NOTE ACCESS TO THE
 AJ5513'DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 AJ5513
 AJ5513                          STATION RECOVERY (2006)
 AJ5513
 AJ5513'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AJ5513'RECOVERED AS DESCRIBED.
 AJ5513
 AJ5513                          STATION RECOVERY (2006)
 AJ5513
 AJ5513'RECOVERY NOTE BY GEOCACHING 2006 (NJE)
 AJ5513'RECOVERED IN GOOD CONDITION.
 AJ5513
 AJ5513                          STATION RECOVERY (2009)
 AJ5513
 AJ5513'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2009 (SRV)
 AJ5513'RECOVERED IN GOOD CONDITION.
 AJ5513
 AJ5513                          STATION RECOVERY (2020)
 AJ5513
 AJ5513'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AJ5513'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6957 ***********************************************************************
 AK6957  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6957  DESIGNATION -  872 1574 TIDAL 1
 AK6957  PID         -  AK6957
 AK6957  STATE/COUNTY-  FL/BREVARD
 AK6957  COUNTRY     -  US
 AK6957  USGS QUAD   -  SHARPES (2018)
 AK6957
 AK6957                         *CURRENT SURVEY CONTROL
 AK6957  ______________________________________________________________________
 AK6957* NAD 83(1986) POSITION- 28 27 24.40   (N) 080 45 44.28   (W)   HD_HELD1
 AK6957* NAVD 88 ORTHO HEIGHT -     4.073 (meters)       13.36  (feet) ADJUSTED
 AK6957  ______________________________________________________________________
 AK6957  GEOID HEIGHT    -        -28.127 (meters)                     GEOID18
 AK6957  DYNAMIC HEIGHT  -          4.067 (meters)       13.34  (feet) COMP
 AK6957  MODELED GRAVITY -    979,217.1   (mgal)                       NAVD 88
 AK6957
 AK6957  VERT ORDER      -  FIRST     CLASS II
 AK6957
 AK6957.The horizontal coordinates were determined by differentially corrected
 AK6957.hand held GPS observations or other comparable positioning techniques
 AK6957.and have an estimated accuracy of +/- 3 meters.
 AK6957
 AK6957.The orthometric height was determined by differential leveling and
 AK6957.adjusted by the NATIONAL GEODETIC SURVEY
 AK6957.in May 1994.
 AK6957
 AK6957.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6957.GEOID18 height accuracy estimate available here.
 AK6957
 AK6957.This Tidal Bench Mark is designated as VM 10792
 AK6957.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK6957
 AK6957.Click photographs - Photos may exist for this station.
 AK6957
 AK6957.The dynamic height is computed by dividing the NAVD 88
 AK6957.geopotential number by the normal gravity value computed on the
 AK6957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6957.degrees latitude (g = 980.6199 gals.).
 AK6957
 AK6957.The modeled gravity was interpolated from observed gravity values.
 AK6957
 AK6957;                    North         East    Units  Estimated Accuracy
 AK6957;SPC FL E     -   456,850.6     223,280.0     MT  (+/- 3 meters HH1 GPS) 
 AK6957
 AK6957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2327247826(NAD 83)
 AK6957
 AK6957                          SUPERSEDED SURVEY CONTROL
 AK6957
 AK6957  NGVD 29 (09/01/92)    4.490  (m)           14.73   (f) ADJUSTED    1 2
 AK6957
 AK6957.Superseded values are not recommended for survey control.
 AK6957
 AK6957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6957.See file dsdata.pdf to determine how the superseded data were derived.
 AK6957
 AK6957_MARKER: DB = BENCH MARK DISK
 AK6957_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AK6957_SP_SET: RETAINING WALL
 AK6957_STAMPING: NO.1 1972
 AK6957_MARK LOGO: CGS
 AK6957_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK6957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6957+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2020
 AK6957
 AK6957  HISTORY     - Date     Condition        Report By
 AK6957  HISTORY     - 1972     MONUMENTED       NOS
 AK6957  HISTORY     - 19910214 GOOD             NGS
 AK6957  HISTORY     - 20200929 GOOD             GEOCAC
 AK6957
 AK6957                          STATION DESCRIPTION
 AK6957
 AK6957'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AK6957'1.4 KM (0.9 MI) NORTHERLY ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE IN
 AK6957'SHARPES, THENCE 0.1 KM (0.1 MI) EASTERLY ALONG A DRIVEWAY, IN THE
 AK6957'NORTH END OF A CONCRETE RETAINING WALL, 18.1 M (59.4 FT) SOUTH OF AND
 AK6957'LEVEL WITH THE DRIVEWAY CENTER, 11.6 M (38.1 FT) NORTHWEST OF THE
 AK6957'NORTHWEST CORNER OF A HOUSE, AND 0.1 M (0.3 FT) ABOVE THE GROUND
 AK6957'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY CHARLES
 AK6957'WILLIAMS, 5240 U.S. HIGHWAY 1 NORTH, COCOA FL. 32927, TELEPHONE
 AK6957'NUMBER (407) 636-5767.
 AK6957
 AK6957                          STATION RECOVERY (2020)
 AK6957
 AK6957'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK6957'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6956 ***********************************************************************
 AK6956  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6956  DESIGNATION -  872 1574 TIDAL 2
 AK6956  PID         -  AK6956
 AK6956  STATE/COUNTY-  FL/BREVARD
 AK6956  COUNTRY     -  US
 AK6956  USGS QUAD   -  SHARPES (2018)
 AK6956
 AK6956                         *CURRENT SURVEY CONTROL
 AK6956  ______________________________________________________________________
 AK6956* NAD 83(1986) POSITION- 28 27 23.49   (N) 080 45 44.40   (W)   HD_HELD1
 AK6956* NAVD 88 ORTHO HEIGHT -     4.198 (meters)       13.77  (feet) ADJUSTED
 AK6956  ______________________________________________________________________
 AK6956  GEOID HEIGHT    -        -28.127 (meters)                     GEOID18
 AK6956  DYNAMIC HEIGHT  -          4.192 (meters)       13.75  (feet) COMP
 AK6956  MODELED GRAVITY -    979,217.1   (mgal)                       NAVD 88
 AK6956
 AK6956  VERT ORDER      -  FIRST     CLASS II
 AK6956
 AK6956.The horizontal coordinates were determined by differentially corrected
 AK6956.hand held GPS observations or other comparable positioning techniques
 AK6956.and have an estimated accuracy of +/- 3 meters.
 AK6956
 AK6956.The orthometric height was determined by differential leveling and
 AK6956.adjusted by the NATIONAL GEODETIC SURVEY
 AK6956.in May 1994.
 AK6956
 AK6956.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6956.GEOID18 height accuracy estimate available here.
 AK6956
 AK6956.This Tidal Bench Mark is designated as VM 10793
 AK6956.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK6956
 AK6956.Click photographs - Photos may exist for this station.
 AK6956
 AK6956.The dynamic height is computed by dividing the NAVD 88
 AK6956.geopotential number by the normal gravity value computed on the
 AK6956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6956.degrees latitude (g = 980.6199 gals.).
 AK6956
 AK6956.The modeled gravity was interpolated from observed gravity values.
 AK6956
 AK6956;                    North         East    Units  Estimated Accuracy
 AK6956;SPC FL E     -   456,822.5     223,276.7     MT  (+/- 3 meters HH1 GPS) 
 AK6956
 AK6956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2326847798(NAD 83)
 AK6956
 AK6956                          SUPERSEDED SURVEY CONTROL
 AK6956
 AK6956  NGVD 29 (09/01/92)    4.615  (m)           15.14   (f) ADJUSTED    1 2
 AK6956
 AK6956.Superseded values are not recommended for survey control.
 AK6956
 AK6956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6956.See file dsdata.pdf to determine how the superseded data were derived.
 AK6956
 AK6956_MARKER: DB = BENCH MARK DISK
 AK6956_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AK6956_SP_SET: RETAINING WALL
 AK6956_STAMPING: NO 2 1972
 AK6956_MARK LOGO: CGS
 AK6956_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6956_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK6956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6956+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2020
 AK6956
 AK6956  HISTORY     - Date     Condition        Report By
 AK6956  HISTORY     - 1972     MONUMENTED       NOS
 AK6956  HISTORY     - 19910214 GOOD             NGS
 AK6956  HISTORY     - 20200929 GOOD             GEOCAC
 AK6956
 AK6956                          STATION DESCRIPTION
 AK6956
 AK6956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 AK6956'1.4 KM (0.9 MI) NORTHERLY ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE IN
 AK6956'SHARPES, THENCE 0.1 KM (0.1 MI) EASTERLY ALONG A DRIVEWAY, IN THE
 AK6956'SOUTH END OF A CONCRETE RETAINING WALL, 45.9 M (150.6 FT) SOUTH OF
 AK6956'AND LEVEL WITH THE DRIVEWAY CENTER, 12.7 M (41.7 FT) SOUTHWEST OF THE
 AK6956'SOUTHWEST CORNER OF A HOUSE, AND 0.2 M (0.7 FT) ABOVE THE GROUND
 AK6956'SURFACE.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY CHARLES
 AK6956'WILLIAMS, 5240 U.S. HIGHWAY 1 NORTH, COCOA FL. 32927, TELEPHONE
 AK6956'NUMBER (407)636-5767.
 AK6956
 AK6956                          STATION RECOVERY (2020)
 AK6956
 AK6956'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK6956'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7004 ***********************************************************************
 AK7004  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7004  DESIGNATION -  872 1574 TIDAL 3
 AK7004  PID         -  AK7004
 AK7004  STATE/COUNTY-  FL/BREVARD
 AK7004  COUNTRY     -  US
 AK7004  USGS QUAD   -  SHARPES (2018)
 AK7004
 AK7004                         *CURRENT SURVEY CONTROL
 AK7004  ______________________________________________________________________
 AK7004* NAD 83(1986) POSITION- 28 27 24.83   (N) 080 45 46.02   (W)   HD_HELD1
 AK7004* NAVD 88 ORTHO HEIGHT -     7.068 (meters)       23.19  (feet) ADJUSTED
 AK7004  ______________________________________________________________________
 AK7004  GEOID HEIGHT    -        -28.127 (meters)                     GEOID18
 AK7004  DYNAMIC HEIGHT  -          7.058 (meters)       23.16  (feet) COMP
 AK7004  MODELED GRAVITY -    979,217.2   (mgal)                       NAVD 88
 AK7004
 AK7004  VERT ORDER      -  SECOND    CLASS I
 AK7004
 AK7004.The horizontal coordinates were determined by differentially corrected
 AK7004.hand held GPS observations or other comparable positioning techniques
 AK7004.and have an estimated accuracy of +/- 3 meters.
 AK7004
 AK7004.The orthometric height was determined by differential leveling and
 AK7004.adjusted by the NATIONAL GEODETIC SURVEY
 AK7004.in September 1996.
 AK7004
 AK7004.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7004.GEOID18 height accuracy estimate available here.
 AK7004
 AK7004.This Tidal Bench Mark is designated as VM 10794
 AK7004.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK7004
 AK7004.Click photographs - Photos may exist for this station.
 AK7004
 AK7004.The dynamic height is computed by dividing the NAVD 88
 AK7004.geopotential number by the normal gravity value computed on the
 AK7004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7004.degrees latitude (g = 980.6199 gals.).
 AK7004
 AK7004.The modeled gravity was interpolated from observed gravity values.
 AK7004
 AK7004;                    North         East    Units  Estimated Accuracy
 AK7004;SPC FL E     -   456,863.7     223,232.6     MT  (+/- 3 meters HH1 GPS) 
 AK7004
 AK7004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2322447839(NAD 83)
 AK7004
 AK7004                          SUPERSEDED SURVEY CONTROL
 AK7004
 AK7004  NGVD 29 (09/01/92)    7.484  (m)           24.55   (f) ADJUSTED    2 1
 AK7004
 AK7004.Superseded values are not recommended for survey control.
 AK7004
 AK7004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7004.See file dsdata.pdf to determine how the superseded data were derived.
 AK7004
 AK7004_MARKER: DB = BENCH MARK DISK
 AK7004_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK7004_SP_SET: DRIVEWAY
 AK7004_STAMPING: NO 3 1972
 AK7004_MARK LOGO: CGS
 AK7004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK7004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7004+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2020
 AK7004
 AK7004  HISTORY     - Date     Condition        Report By
 AK7004  HISTORY     - 1972     MONUMENTED       NOS
 AK7004  HISTORY     - 1986     GOOD             FLDNR
 AK7004  HISTORY     - 1995     GOOD             USPSQD
 AK7004  HISTORY     - 19950201 GOOD             USPSQD
 AK7004  HISTORY     - 20200929 GOOD             GEOCAC
 AK7004
 AK7004                          STATION DESCRIPTION
 AK7004
 AK7004'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK7004'7.45 MI NORTH FROM COCOA.
 AK7004'BEGIN AT THE POST OFFICE IN SHARPES, GO 0.9 MILE NORTH ON U.S.
 AK7004'HIGHWAY 1 TO THE RESIDENCE OF MR. CHARLES E. WILLIAMS AND THE MARK.
 AK7004'THE MARK MAY ALSO BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 1
 AK7004'AND KING STREET IN COCOA, GOING 7.45 MILES NORTH ON U.S. HIGHWAY 1
 AK7004'TO THE MARK.  THE MARK IS SET FLUSH IN THE SOUTHWEST CORNER OF THE
 AK7004'DRIVEWAY RAMP FOR THE ENTRANCE TO MR. WILLIAMS PROPERTY, 33 FEET
 AK7004'EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF U.S. 1, 20 FEET
 AK7004'SOUTH OF THE SOUTHWEST CORNER OF AN OLD BUS STOP SHELTER AND 7 FEET
 AK7004'SOUTH OF THE CENTERLINE OF THE DRIVEWAY.
 AK7004
 AK7004                          STATION RECOVERY (1995)
 AK7004
 AK7004'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK7004'RECOVERED IN GOOD CONDITION.
 AK7004
 AK7004                          STATION RECOVERY (1995)
 AK7004
 AK7004'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK7004'RECOVERED IN GOOD CONDITION.
 AK7004
 AK7004                          STATION RECOVERY (2020)
 AK7004
 AK7004'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK7004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6642 ***********************************************************************
 DK6642  TIDAL BM    -  This is a Tidal Bench Mark.
 DK6642  DESIGNATION -  872 1604 A
 DK6642  PID         -  DK6642
 DK6642  STATE/COUNTY-  FL/BREVARD
 DK6642  COUNTRY     -  US
 DK6642  USGS QUAD   -  CAPE CANAVERAL (2018)
 DK6642
 DK6642                         *CURRENT SURVEY CONTROL
 DK6642  ______________________________________________________________________
 DK6642* NAD 83(1986) POSITION- 28 25 00.21   (N) 080 35 32.86   (W)   HD_HELD1
 DK6642* NAVD 88 ORTHO HEIGHT -     2.951 (meters)        9.68  (feet) ADJUSTED
 DK6642  ______________________________________________________________________
 DK6642  GEOID HEIGHT    -        -28.248 (meters)                     GEOID18
 DK6642  DYNAMIC HEIGHT  -          2.946 (meters)        9.67  (feet) COMP
 DK6642  MODELED GRAVITY -    979,221.6   (mgal)                       NAVD 88
 DK6642
 DK6642  VERT ORDER      -  FIRST     CLASS II
 DK6642
 DK6642.The horizontal coordinates were determined by differentially corrected
 DK6642.hand held GPS observations or other comparable positioning techniques
 DK6642.and have an estimated accuracy of +/- 3 meters.
 DK6642
 DK6642.The orthometric height was determined by differential leveling and
 DK6642.adjusted by the NATIONAL GEODETIC SURVEY
 DK6642.in April 2009.
 DK6642
 DK6642.No vertical observational check was made to the station.
 DK6642
 DK6642.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6642.GEOID18 height accuracy estimate available here.
 DK6642
 DK6642.This Tidal Bench Mark is designated as VM 12678
 DK6642.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK6642
 DK6642.Click photographs - Photos may exist for this station.
 DK6642
 DK6642.The dynamic height is computed by dividing the NAVD 88
 DK6642.geopotential number by the normal gravity value computed on the
 DK6642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6642.degrees latitude (g = 980.6199 gals.).
 DK6642
 DK6642.The modeled gravity was interpolated from observed gravity values.
 DK6642
 DK6642;                    North         East    Units  Estimated Accuracy
 DK6642;SPC FL E     -   452,456.5     239,928.9     MT  (+/- 3 meters HH1 GPS) 
 DK6642
 DK6642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3991543434(NAD 83)
 DK6642
 DK6642                          SUPERSEDED SURVEY CONTROL
 DK6642
 DK6642.No superseded survey control is available for this station.
 DK6642
 DK6642_MARKER: DB = BENCH MARK DISK
 DK6642_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6642_STAMPING: 1604 A 1994
 DK6642_MARK LOGO: NOS
 DK6642_PROJECTION: FLUSH
 DK6642_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6642_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6642+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2017
 DK6642_ROD/PIPE-DEPTH: 8.5 meters
 DK6642
 DK6642  HISTORY     - Date     Condition        Report By
 DK6642  HISTORY     - 1994     MONUMENTED       NOS
 DK6642  HISTORY     - 20050216 GOOD             FLDEP
 DK6642  HISTORY     - 20050916 GOOD             FLDEP
 DK6642  HISTORY     - 20170112 GOOD             NGS
 DK6642
 DK6642                          STATION DESCRIPTION
 DK6642
 DK6642'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JRH)
 DK6642'RECOVERED AS DESCRIBED.
 DK6642
 DK6642                          STATION RECOVERY (2005)
 DK6642
 DK6642'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (WDM)
 DK6642'THE MARK IS AT TRIDENT PIER, IN CAPE CANAVERAL, IN SECTION 11,
 DK6642'TOWNSHIP 24 SOUTH, RANGE 37 EAST.
 DK6642'
 DK6642'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 528 WEST AND STATE
 DK6642'ROAD 401 NORTH AT CAPE CANAVERAL, GO NORTH AND EAST ON STATE ROAD 401
 DK6642'FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF POSEIDON ROAD ON THE RIGHT.
 DK6642'CONTINUE EAST FOR 0.2 MI (0.3 KM) TO THE SOUTH GATE (GATE 1) ENTERING
 DK6642'CAPE CANAVERAL AIR FORCE BASE.  CONTINUE EAST AND NORTH FOR 0.4 MI
 DK6642'(0.6 KM) TO A PAVED ROAD ON THE RIGHT LEADING TO THE TRIDENT PIER.
 DK6642'TURN RIGHT ON THE PAVED ROAD AND GO EAST FOR 0.05 MI (0.1 KM) TO A
 DK6642'STOP SIGN AND A PAVED ROAD ON THE RIGHT HEADING SOUTHWESTERLY, GO
 DK6642'STRAIGHT ON EASTBOUND ROAD FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION OF
 DK6642'THE ENTRANCE ROAD TO THE TRIDENT PIER ON THE RIGHT.  TURN RIGHT ON THE
 DK6642'ENTRANCE ROAD AND GO SOUTH FOR 0.25 MI (0.4 KM) TO THE MARK ON THE
 DK6642'RIGHT, A NOS DISK CRIMPED TO A STAINLESS STEEL ROD DRIVEN TO THE DEPTH
 DK6642'OF 28.0 FT (8.5 M) WITH AN NATIONAL GEODETIC SURVEY LOGO CAP FLUSH
 DK6642'WITH THE GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL OF THE ROAD, THE
 DK6642'NOS DISK IS RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE NATIONAL
 DK6642'GEODETIC SURVEY LOGO CAP.
 DK6642'
 DK6642'LOCATED ABOUT 600.0 FT (182.9 M) NORTHEAST OF THE GAGE HOUSE, 165.0 FT
 DK6642'(50.3 M) SOUTH OF THE FIRE HYDRANT AT THE WEST SIDE OF THE ROAD
 DK6642'LEADING TO THE SOUTH END OF THE PIER, 22.3 FT (6.8 M) WEST OF THE
 DK6642'CENTERLINE OF THE ROAD LEADING TO THE SOUTH END OF THE TRIDENT PIER
 DK6642'AND 6.6 FT (2.0 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE FENCE
 DK6642'SURROUNDING TWO LARGE STEEL TANKS.
 DK6642'
 DK6642'NOTE ACCESS TO THE NOS DISK IS HAD THROUGH A 5-INCH (13 CM) NATIONAL
 DK6642'GEODETIC SURVEY LOGO CAP.
 DK6642
 DK6642                          STATION RECOVERY (2017)
 DK6642
 DK6642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 DK6642'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6641 ***********************************************************************
 DK6641  TIDAL BM    -  This is a Tidal Bench Mark.
 DK6641  DESIGNATION -  872 1604 B
 DK6641  PID         -  DK6641
 DK6641  STATE/COUNTY-  FL/BREVARD
 DK6641  COUNTRY     -  US
 DK6641  USGS QUAD   -  CAPE CANAVERAL (2018)
 DK6641
 DK6641                         *CURRENT SURVEY CONTROL
 DK6641  ______________________________________________________________________
 DK6641* NAD 83(1986) POSITION- 28 25 04.95   (N) 080 35 32.27   (W)   HD_HELD1
 DK6641* NAVD 88 ORTHO HEIGHT -     2.768 (meters)        9.08  (feet) ADJUSTED
 DK6641  ______________________________________________________________________
 DK6641  GEOID HEIGHT    -        -28.248 (meters)                     GEOID18
 DK6641  DYNAMIC HEIGHT  -          2.764 (meters)        9.07  (feet) COMP
 DK6641  MODELED GRAVITY -    979,221.8   (mgal)                       NAVD 88
 DK6641
 DK6641  VERT ORDER      -  FIRST     CLASS II
 DK6641
 DK6641.The horizontal coordinates were determined by differentially corrected
 DK6641.hand held GPS observations or other comparable positioning techniques
 DK6641.and have an estimated accuracy of +/- 3 meters.
 DK6641
 DK6641.The orthometric height was determined by differential leveling and
 DK6641.adjusted by the NATIONAL GEODETIC SURVEY
 DK6641.in April 2009.
 DK6641
 DK6641.No vertical observational check was made to the station.
 DK6641
 DK6641.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6641.GEOID18 height accuracy estimate available here.
 DK6641
 DK6641.This Tidal Bench Mark is designated as VM 12681
 DK6641.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK6641
 DK6641.Click photographs - Photos may exist for this station.
 DK6641
 DK6641.The dynamic height is computed by dividing the NAVD 88
 DK6641.geopotential number by the normal gravity value computed on the
 DK6641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6641.degrees latitude (g = 980.6199 gals.).
 DK6641
 DK6641.The modeled gravity was interpolated from observed gravity values.
 DK6641
 DK6641;                    North         East    Units  Estimated Accuracy
 DK6641;SPC FL E     -   452,602.5     239,944.4     MT  (+/- 3 meters HH1 GPS) 
 DK6641
 DK6641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3993043580(NAD 83)
 DK6641
 DK6641                          SUPERSEDED SURVEY CONTROL
 DK6641
 DK6641.No superseded survey control is available for this station.
 DK6641
 DK6641_MARKER: DB = BENCH MARK DISK
 DK6641_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6641_STAMPING: 1604 B 1994
 DK6641_MARK LOGO: NOS
 DK6641_PROJECTION: FLUSH
 DK6641_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6641+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2017
 DK6641_ROD/PIPE-DEPTH: 8.5 meters
 DK6641
 DK6641  HISTORY     - Date     Condition        Report By
 DK6641  HISTORY     - 1994     MONUMENTED       NOS
 DK6641  HISTORY     - 20050216 GOOD             FLDEP
 DK6641  HISTORY     - 20050916 GOOD             FLDEP
 DK6641  HISTORY     - 20170112 GOOD             NGS
 DK6641
 DK6641                          STATION DESCRIPTION
 DK6641
 DK6641'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JRH)
 DK6641'RECOVERED AS DESCRIBED.
 DK6641
 DK6641                          STATION RECOVERY (2005)
 DK6641
 DK6641'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (WDM)
 DK6641'THE MARK IS AT TRIDENT PIER, IN CAPE CANAVERAL, IN SECTION 11,
 DK6641'TOWNSHIP 24 SOUTH, RANGE 37 EAST.
 DK6641'
 DK6641'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 528 WEST AND STATE
 DK6641'ROAD 401 NORTH AT CAPE CANAVERAL, GO NORTH AND EAST ON STATE ROAD 401
 DK6641'FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF POSEIDON ROAD ON THE RIGHT.
 DK6641'CONTINUE EAST FOR 0.2 MI (0.3 KM) TO THE SOUTH GATE (GATE 1) ENTERING
 DK6641'CAPE CANAVERAL AIR FORCE BASE.  CONTINUE EAST AND NORTH FOR 0.4 MI
 DK6641'(0.6 KM) TO A PAVED ROAD ON THE RIGHT LEADING TO THE TRIDENT PIER.
 DK6641'TURN RIGHT ON THE PAVED ROAD AND GO EAST FOR 0.05 MI (0.1 KM) TO A
 DK6641'STOP SIGN AND A PAVED ROAD ON THE RIGHT HEADING SOUTHWESTERLY, GO
 DK6641'STRAIGHT ON EASTBOUND ROAD FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION OF
 DK6641'THE ENTRANCE ROAD TO THE TRIDENT PIER ON THE RIGHT.  TURN RIGHT ON THE
 DK6641'ENTRANCE ROAD AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE MARK ON THE
 DK6641'LEFT, A NOS DISK CRIMPED TO A STAINLESS STEEL ROD DRIVEN TO THE DEPTH
 DK6641'OF 28.0 FT (8.5 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH
 DK6641'THE GROUND AND 1.5 FT (0.5 M) BELOW THE LEVEL OF THE ENTRANCE ROAD,
 DK6641'THE DISK IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE NATIONAL
 DK6641'GEODETIC SURVEY LOGO CAP.
 DK6641'
 DK6641'LOCATED 96.0 FT (29.3 M) SOUTH OF AN 8-INCH (20 CM) WATER MAIN PAINTED
 DK6641'BROWN AND PROJECTING 3.5 FT (1.1 M) ABOVE THE LEVEL OF THE GROUND,
 DK6641'29.2 FT (8.9 M) EAST OF THE CENTERLINE OF THE ROAD LEADING TO THE
 DK6641'SOUTH END OF THE PIER, 23.2 FT (7.1 M) NORTH-NORTHEAST OF THE FOURTH
 DK6641'LIGHT POLE ON THE EAST SIDE OF THE ROAD LEADING SOUTH TO THE PIER AND
 DK6641'15.9 FT (4.8 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A 4.0 FT
 DK6641'(1.2 M) SQUARE CONCRETE PAD THAT SUPPORTS AN ANTENNA BRACE POLE.
 DK6641'
 DK6641'NOTE ACCESS TO THE NOS DISK IS HAD THROUGH A 5-INCH (13 CM) NATIONAL
 DK6641'GEODETIC SURVEY LOGO CAP.
 DK6641
 DK6641                          STATION RECOVERY (2017)
 DK6641
 DK6641'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 DK6641'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ2449 ***********************************************************************
 AJ2449  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2449  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ2449  DESIGNATION -  872 1604 C
 AJ2449  PID         -  AJ2449
 AJ2449  STATE/COUNTY-  FL/BREVARD
 AJ2449  COUNTRY     -  US
 AJ2449  USGS QUAD   -  CAPE CANAVERAL (2018)
 AJ2449
 AJ2449                         *CURRENT SURVEY CONTROL
 AJ2449  ______________________________________________________________________
 AJ2449* NAD 83(2011) POSITION- 28 25 11.33184(N) 080 35 32.20842(W)   ADJUSTED
 AJ2449* NAD 83(2011) ELLIP HT-   -25.987 (meters)        (06/27/12)   ADJUSTED
 AJ2449* NAD 83(2011) EPOCH   -  2010.00
 AJ2449* NAVD 88 ORTHO HEIGHT -     2.250 (meters)        7.38  (feet) ADJUSTED
 AJ2449  ______________________________________________________________________
 AJ2449  GEOID HEIGHT    -        -28.247 (meters)                     GEOID18
 AJ2449  NAD 83(2011) X  -    917,609.911 (meters)                     COMP
 AJ2449  NAD 83(2011) Y  - -5,538,201.062 (meters)                     COMP
 AJ2449  NAD 83(2011) Z  -  3,017,491.681 (meters)                     COMP
 AJ2449  LAPLACE CORR    -         -0.74  (seconds)                    DEFLEC18
 AJ2449  DYNAMIC HEIGHT  -          2.246 (meters)        7.37  (feet) COMP
 AJ2449  MODELED GRAVITY -    979,222.0   (mgal)                       NAVD 88
 AJ2449
 AJ2449  VERT ORDER      -  FIRST     CLASS II
 AJ2449
 AJ2449  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ2449  Standards:
 AJ2449         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ2449            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ2449  -------------------------------------------------------------------
 AJ2449  NETWORK    0.53   1.02           0.23   0.19   0.52      0.37402826
 AJ2449  -------------------------------------------------------------------
 AJ2449  Click here for local accuracies and other accuracy information.
 AJ2449
 AJ2449.The horizontal coordinates were established by GPS observations
 AJ2449.and adjusted by the National Geodetic Survey in June 2012.
 AJ2449
 AJ2449.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ2449.been affixed to the stable North American tectonic plate. See 
 AJ2449.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ2449
 AJ2449.The horizontal coordinates are valid at the epoch date displayed above
 AJ2449.which is a decimal equivalence of Year/Month/Day.
 AJ2449
 AJ2449.The orthometric height was determined by differential leveling and
 AJ2449.adjusted by the NATIONAL GEODETIC SURVEY
 AJ2449.in April 2009.
 AJ2449
 AJ2449.No vertical observational check was made to the station.
 AJ2449
 AJ2449.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ2449.GEOID18 height accuracy estimate available here.
 AJ2449
 AJ2449.This Tidal Bench Mark is designated as VM 12682
 AJ2449.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AJ2449
 AJ2449.Click photographs - Photos may exist for this station.
 AJ2449
 AJ2449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2449
 AJ2449.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ2449
 AJ2449.The ellipsoidal height was determined by GPS observations
 AJ2449.and is referenced to NAD 83.
 AJ2449
 AJ2449.The dynamic height is computed by dividing the NAVD 88
 AJ2449.geopotential number by the normal gravity value computed on the
 AJ2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ2449.degrees latitude (g = 980.6199 gals.).
 AJ2449
 AJ2449.The modeled gravity was interpolated from observed gravity values.
 AJ2449
 AJ2449. The following values were computed from the NAD 83(2011) position.
 AJ2449
 AJ2449;                    North         East     Units Scale Factor Converg.
 AJ2449;SPC FL E     -   452,798.919   239,945.426   MT  0.99996086   +0 11 38.6
 AJ2449;SPC FL E     - 1,485,557.79    787,220.95   sFT  0.99996086   +0 11 38.6
 AJ2449;UTM  17      - 3,143,776.407   539,931.796   MT  0.99961968   +0 11 38.6
 AJ2449
 AJ2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2449!SPC FL E     -   1.00000408  x   0.99996086  =   0.99996494
 AJ2449!UTM  17      -   1.00000408  x   0.99961968  =   0.99962376
 AJ2449
 AJ2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3993143776(NAD 83)
 AJ2449
 AJ2449                          SUPERSEDED SURVEY CONTROL
 AJ2449
 AJ2449  NAD 83(2007)-  28 25 11.33190(N)    080 35 32.20905(W) AD(2002.00) 0
 AJ2449  ELLIP H (02/10/07)  -25.970  (m)                       GP(2002.00)    
 AJ2449  NAD 83(1999)-  28 25 11.33194(N)    080 35 32.20882(W) AD(       ) A
 AJ2449  ELLIP H (04/12/01)  -25.956  (m)                       GP(       ) 4 1
 AJ2449  NAVD 88 (04/12/01)    2.3    (m)  GEOID99  model used  GPS OBS        
 AJ2449
 AJ2449.Superseded values are not recommended for survey control.
 AJ2449
 AJ2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2449.See file dsdata.pdf to determine how the superseded data were derived.
 AJ2449
 AJ2449_MARKER: DB = BENCH MARK DISK
 AJ2449_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ2449_STAMPING: 1604 C 1994
 AJ2449_MARK LOGO: NOS
 AJ2449_PROJECTION: RECESSED 3 CENTIMETERS
 AJ2449_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2449_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2449+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2017
 AJ2449_ROD/PIPE-DEPTH: 8.5 meters
 AJ2449
 AJ2449  HISTORY     - Date     Condition        Report By
 AJ2449  HISTORY     - 1994     MONUMENTED       NOS
 AJ2449  HISTORY     - 20010320 GOOD             NIMA
 AJ2449  HISTORY     - 20040621 GOOD             USPSQD
 AJ2449  HISTORY     - 20050216 GOOD             FLDEP
 AJ2449  HISTORY     - 20050916 GOOD             FLDEP
 AJ2449  HISTORY     - 20070307 GOOD             OPUS
 AJ2449  HISTORY     - 20170113 GOOD             NGS
 AJ2449
 AJ2449                          STATION DESCRIPTION
 AJ2449
 AJ2449'DESCRIBED BY NATIONAL IMAGERY + MAPPING AGENCY 2001
 AJ2449'THE MARK IS AT TRIDENT PIER IN CAPE CANAVERAL IN SECTION 2, TOWNSHIP
 AJ2449'24 SOUTH, RANGE 37 EAST.
 AJ2449'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 528 WEST AND STATE
 AJ2449'ROAD 401 NORTH AT CAPE CABAVERAL, GO NORTH AND EAST ON STATE ROAD 401
 AJ2449'FOR ---- MI TO THE JUNCTION OF POSEIDAN ROAD ON THE RIGHT, TURN RIGHT
 AJ2449'ON POSEIDAN ROAD AND GO EAST FOR ---- MI TO THE JUNCTION OF A ROAD ON
 AJ2449'THE RIGHT AND A SIGN THE SAYS TRIDENT PIER, TURN RIGHT ON THE ROAD AND
 AJ2449'GO SOUTH FOR ---FT---MI--- TO THE MARK ON THE LEFT, A STANDARD NOS
 AJ2449'BRASS DISK CRIMPED TO THE TOP OF A STAINLESS STEEL ROD WHICH WAS
 AJ2449'DRIVEN TO REFUSAL AT A DEPTH OF 28.0 FT (8.5 M) ENCASED IN A 5-INCH
 AJ2449'PVC PIPE --FLUSH-- WITH THE GROUND, THE DISK IS RECESSED ---- FT BELOW
 AJ2449'THE LEVEL OF THE GROUND.
 AJ2449'LOCATED 201.7 FT (61.5 M) SOUTH OF THE MOST NORTHERN LIGHTPOLE ON THE
 AJ2449'EAST SIDE OF THE ROAD LEADING SOUTH TO THE PIER, 32.8 FT (10.0 M) EAST
 AJ2449'OF THE CENTERLINE OF THE ROAD LEADING SOUTH TO THE PIER AND 10.9 FT
 AJ2449'(3.3 M) EAST-SOUTHEAST OF THE SECOND LIGHTPOLE SOUTH FROM THE MOST
 AJ2449'NORTHERN LIGHTPOLE ON THE EAST SIDE OF THE ROAD LEADING SOUTH TO THE
 AJ2449'PIER.
 AJ2449
 AJ2449                          STATION RECOVERY (2004)
 AJ2449
 AJ2449'RECOVERY NOTE BY US POWER SQUADRON 2004 (HW)
 AJ2449'RECOVERED IN GOOD CONDITION.
 AJ2449
 AJ2449                          STATION RECOVERY (2005)
 AJ2449
 AJ2449'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AJ2449'RECOVERED AS DESCRIBED.
 AJ2449
 AJ2449                          STATION RECOVERY (2005)
 AJ2449
 AJ2449'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (WDM)
 AJ2449'THE MARK IS AT TRIDENT PIER, IN CAPE CANAVERAL, IN SECTION 11,
 AJ2449'TOWNSHIP 24 SOUTH, RANGE 37 EAST.
 AJ2449'
 AJ2449'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 528 WEST AND STATE
 AJ2449'ROAD 401 NORTH AT CAPE CANAVERAL, GO NORTH AND EAST ON STATE ROAD 401
 AJ2449'FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF POSEIDON ROAD ON THE RIGHT.
 AJ2449'CONTINUE EAST FOR 0.2 MI (0.3 KM) TO THE SOUTH GATE (GATE 1) ENTERING
 AJ2449'CAPE CANAVERAL AIR FORCE BASE.  CONTINUE EAST AND NORTH FOR 0.4 MI
 AJ2449'(0.6 KM) TO A PAVED ROAD ON THE RIGHT LEADING TO THE TRIDENT PIER.
 AJ2449'TURN RIGHT ON THE PAVED ROAD AND GO EAST FOR 0.05 MI (0.1 KM) TO A
 AJ2449'STOP SIGN AND A PAVED ROAD ON THE RIGHT HEADING SOUTHWESTERLY, GO
 AJ2449'STRAIGHT ON EASTBOUND ROAD FOR 0.4 MI (0.6 KM) TO THE T-JUNCTION OF
 AJ2449'THE ENTRANCE ROAD TO THE TRIDENT PIER ON THE RIGHT.  TURN RIGHT ON THE
 AJ2449'ENTRANCE ROAD AND GO SOUTH FOR 0.05 MI (0.1 KM) TO THE MARK ON THE
 AJ2449'LEFT, A NOS DISK CRIMPED TO A STAINLESS STEEL ROD DRIVEN TO THE DEPTH
 AJ2449'OF 28.0 FT (8.5 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH
 AJ2449'THE GROUND AND 1.5 FT (0.5 M) BELOW THE LEVEL OF THE ENTRANCE ROAD,
 AJ2449'THE DISK IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE NATIONAL
 AJ2449'GEODETIC SURVEY LOGO CAP.
 AJ2449'
 AJ2449'LOCATED 208.7 FT (63.6 M) SOUTH OF THE MOST NORTHERN LIGHT POLE ON THE
 AJ2449'EAST SIDE OF THE ROAD LEADING SOUTH TO THE PIER, 32.8 FT (10.0 M) EAST
 AJ2449'OF THE CENTERLINE OF THE ROAD LEADING SOUTH TO THE PIER AND 10.0 FT
 AJ2449'(3.0 M) EAST-SOUTHEAST OF THE SECOND LIGHT POLE SOUTH FROM THE MOST
 AJ2449'NORTHERN LIGHT POLE ON THE EAST SIDE OF THE ROAD LEADING SOUTH TO THE
 AJ2449'PIER.
 AJ2449'
 AJ2449'NOTE ACCESS TO THE NOS DISK IS HAD THROUGH A 5-INCH (13 CM) NATIONAL
 AJ2449'GEODETIC SURVEY LOGO CAP.
 AJ2449
 AJ2449                          STATION RECOVERY (2007)
 AJ2449
 AJ2449'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2007 (OPS)
 AJ2449'THE MARK IS FOUND ABOUT 7.6 MI (12.2 KM) EAST-SOUTHEAST OF COURTENAY,
 AJ2449'7.0 MI (11.2 KM) NORTH OF COCOA BEACH AND 1.3 MI (2.0 KM) NORTHEAST OF
 AJ2449'CAPE CANAVERAL.
 AJ2449
 AJ2449                          STATION RECOVERY (2017)
 AJ2449
 AJ2449'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 AJ2449'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6999 ***********************************************************************
 AK6999  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6999  DESIGNATION -  872 1608 F TIDAL
 AK6999  PID         -  AK6999
 AK6999  STATE/COUNTY-  FL/BREVARD
 AK6999  COUNTRY     -  US
 AK6999  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK6999
 AK6999                         *CURRENT SURVEY CONTROL
 AK6999  ______________________________________________________________________
 AK6999* NAD 83(1986) POSITION- 28 24 26.58   (N) 080 36 09.66   (W)   HD_HELD1
 AK6999* NAVD 88 ORTHO HEIGHT -     3.482 (meters)       11.42  (feet) ADJUSTED
 AK6999  ______________________________________________________________________
 AK6999  GEOID HEIGHT    -        -28.245 (meters)                     GEOID18
 AK6999  DYNAMIC HEIGHT  -          3.477 (meters)       11.41  (feet) COMP
 AK6999  MODELED GRAVITY -    979,219.9   (mgal)                       NAVD 88
 AK6999
 AK6999  VERT ORDER      -  FIRST     CLASS II
 AK6999
 AK6999.The horizontal coordinates were determined by differentially corrected
 AK6999.hand held GPS observations or other comparable positioning techniques
 AK6999.and have an estimated accuracy of +/- 3 meters.
 AK6999
 AK6999.The orthometric height was determined by differential leveling and
 AK6999.adjusted by the NATIONAL GEODETIC SURVEY
 AK6999.in April 2009.
 AK6999
 AK6999.No vertical observational check was made to the station.
 AK6999
 AK6999.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6999.GEOID18 height accuracy estimate available here.
 AK6999
 AK6999.This Tidal Bench Mark is designated as VM 7447
 AK6999.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK6999
 AK6999.Click photographs - Photos may exist for this station.
 AK6999
 AK6999.The dynamic height is computed by dividing the NAVD 88
 AK6999.geopotential number by the normal gravity value computed on the
 AK6999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6999.degrees latitude (g = 980.6199 gals.).
 AK6999
 AK6999.The modeled gravity was interpolated from observed gravity values.
 AK6999
 AK6999;                    North         East    Units  Estimated Accuracy
 AK6999;SPC FL E     -   451,417.9     238,930.7     MT  (+/- 3 meters HH1 GPS) 
 AK6999
 AK6999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3891742395(NAD 83)
 AK6999
 AK6999                          SUPERSEDED SURVEY CONTROL
 AK6999
 AK6999  NAVD 88 (09/06/96)    3.464  (m)           11.36   (f) SUPERSEDED  2 1
 AK6999  NGVD 29 (09/01/92)    3.904  (m)           12.81   (f) ADJUSTED    2 1
 AK6999
 AK6999.Superseded values are not recommended for survey control.
 AK6999
 AK6999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6999.See file dsdata.pdf to determine how the superseded data were derived.
 AK6999
 AK6999_MARKER: DJ = TIDAL STATION DISK
 AK6999_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK6999_STAMPING: 1608 F 1986
 AK6999_MARK LOGO: NOS
 AK6999_PROJECTION: PROJECTING 18 CENTIMETERS
 AK6999_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AK6999_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK6999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6999+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2025
 AK6999_ROD/PIPE-DEPTH: 12.2 meters
 AK6999
 AK6999  HISTORY     - Date     Condition        Report By
 AK6999  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6999  HISTORY     - 19941216 GOOD             USPSQD
 AK6999  HISTORY     - 20030918 GOOD             USPSQD
 AK6999  HISTORY     - 20060120 GOOD             USPSQD
 AK6999  HISTORY     - 20060210 GOOD             USPSQD
 AK6999  HISTORY     - 20060331 GOOD             FLDEP
 AK6999  HISTORY     - 20100120 GOOD             GEOCAC
 AK6999  HISTORY     - 20200810 GOOD             GEOCAC
 AK6999  HISTORY     - 20250108 GOOD             USPSQD
 AK6999
 AK6999                          STATION DESCRIPTION
 AK6999
 AK6999'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6999'IN CAPE CANAVERAL.
 AK6999'BEGIN AT THE CAPE CANAVERAL POST OFFICE, GO 0.1 MILE NORTH ON
 AK6999'ATLANTIC AVENUE TO JETTY PARK ROAD, GO 0.15 MILE NORTH ON JETTY PARK
 AK6999'ROAD TO THE JUNCTION OF SOUTH JETTY DRIVE AND THE MARK.  THE MARK
 AK6999'BEARS 142 FEET EAST OF THE CENTERLINE OF JETTY PARK ROAD, 23.8 FEET
 AK6999'NORTH OF THE CENTERLINE OF SOUTH JETTY DRIVE, 72.5 FEET EAST OF THE
 AK6999'SOUTHWEST FENCE CORNER POST FOR THE SEASCAPE CRUISE TERMINAL AND 1.4
 AK6999'FEET SOUTH OF A FENCE LINE.
 AK6999
 AK6999                          STATION RECOVERY (1994)
 AK6999
 AK6999'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK6999'RECOVERED IN GOOD CONDITION.
 AK6999
 AK6999                          STATION RECOVERY (2003)
 AK6999
 AK6999'RECOVERY NOTE BY US POWER SQUADRON 2003
 AK6999'RECOVERED IN GOOD CONDITION.
 AK6999
 AK6999                          STATION RECOVERY (2006)
 AK6999
 AK6999'RECOVERY NOTE BY US POWER SQUADRON 2006 (SS)
 AK6999'RECOVERED IN GOOD CONDITION.
 AK6999
 AK6999                          STATION RECOVERY (2006)
 AK6999
 AK6999'RECOVERY NOTE BY US POWER SQUADRON 2006 (GH)
 AK6999'MARK IS IN A CYLINDER, WELL MARKED WITH PAINT AND A SURVEY WITNESS
 AK6999'POST. NO COVER OVER THE MARK.
 AK6999
 AK6999                          STATION RECOVERY (2006)
 AK6999
 AK6999'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK6999'THE MARK IS IN CAPE CANAVERAL, IN SECTION 14, TOWNSHIP 24 SOUTH, RANGE
 AK6999'37 EAST.
 AK6999'
 AK6999'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 520 (COCOA BEACH
 AK6999'CAUSEWAY) AND  STATE HIGHWAY A1A (ATLANTIC AVENUE) IN COCOA BEACH, GO
 AK6999'NORTH ON STATE HIGHWAY A1A  (ATLANTIC AVENUE) FOR 2.1 MI TO THE
 AK6999'Y-JUNCTION OF NORTH ATLANTIC AVENUE (COUNTY ROAD 401)  ON THE RIGHT,
 AK6999'TURN RIGHT ON NORTH ATLANTIC AVENUE (COUNTY ROAD 401) AND GO NORTH FOR
 AK6999'1.25 MI TO THE INTERSECTION OF GEORGE J. KING BOULEVARD ON THE LEFT
 AK6999'AND PARK ROAD ON THE  RIGHT, TURN RIGHT ON PARK ROAD AND GO NORTHEAST
 AK6999'FOR 0.1 MI TO THE JUNCTION OF A PAVED  ROAD EAST, CONTINUE NORTHERLY
 AK6999'ON PARK ROAD FOR 0.1 MI TO THE JUNCTION OF JETTY DRIVE ON  THE RIGHT
 AK6999'AND THE MARK ON THE RIGHT, AN NOS DISK CRIMPED TO A STAINLESS STEEL
 AK6999'ROD  DRIVEN TO THE GROUND AND IS INCASED IN A 5-INCH PVC PIPE THAT
 AK6999'PROJECTS 0.7 ABOVE THE LEVEL  OF THE GROUND AND ABOUT LEVEL WITH JETTY
 AK6999'DRIVE.
 AK6999'
 AK6999'LOCATED 142.0 FT EAST OF THE APPROXIMATE CENTERLINE OF JETTY PARK
 AK6999'ROAD, 72.5 FT EAST OF  THE SOUTHWEST CORNER OF A CHAINLINK FENCE, 23.8
 AK6999'FT NORTH OF THE APPROXIMATE CENTERLINE  OF JETTY DRIVE, 1.4 FT SOUTH
 AK6999'OF THE CHAINLINK FENCE AND 1.3 FT SOUTH OF A CARSONITE  WITNESS POST.
 AK6999'
 AK6999'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AK6999'MONUMENT.
 AK6999
 AK6999                          STATION RECOVERY (2010)
 AK6999
 AK6999'RECOVERY NOTE BY GEOCACHING 2010 (EP)
 AK6999'RECOVERED IN GOOD CONDITION.
 AK6999
 AK6999                          STATION RECOVERY (2020)
 AK6999
 AK6999'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK6999'THE FENCE AND THE WITNESS POST HAVE BEEN REMOVED.
 AK6999
 AK6999                          STATION RECOVERY (2025)
 AK6999
 AK6999'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 AK6999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6998 ***********************************************************************
 AK6998  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6998  DESIGNATION -  872 1608 G TIDAL
 AK6998  PID         -  AK6998
 AK6998  STATE/COUNTY-  FL/BREVARD
 AK6998  COUNTRY     -  US
 AK6998  USGS QUAD   -  CAPE CANAVERAL (2018)
 AK6998
 AK6998                         *CURRENT SURVEY CONTROL
 AK6998  ______________________________________________________________________
 AK6998* NAD 83(1986) POSITION- 28 24 24.     (N) 080 36 12.     (W)   SCALED
 AK6998* NAVD 88 ORTHO HEIGHT -     3.578 (meters)       11.74  (feet) ADJUSTED
 AK6998  ______________________________________________________________________
 AK6998  GEOID HEIGHT    -        -28.245 (meters)                     GEOID18
 AK6998  DYNAMIC HEIGHT  -          3.573 (meters)       11.72  (feet) COMP
 AK6998  MODELED GRAVITY -    979,219.7   (mgal)                       NAVD 88
 AK6998
 AK6998  VERT ORDER      -  SECOND    CLASS I
 AK6998
 AK6998.The horizontal coordinates were scaled from a map and have
 AK6998.an estimated accuracy of +/- 6 seconds.
 AK6998
 AK6998.The orthometric height was determined by differential leveling and
 AK6998.adjusted by the NATIONAL GEODETIC SURVEY
 AK6998.in September 1996.
 AK6998
 AK6998.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6998.GEOID18 height accuracy estimate available here.
 AK6998
 AK6998.This Tidal Bench Mark is designated as VM 7450
 AK6998.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK6998
 AK6998.Click photographs - Photos may exist for this station.
 AK6998
 AK6998.The dynamic height is computed by dividing the NAVD 88
 AK6998.geopotential number by the normal gravity value computed on the
 AK6998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6998.degrees latitude (g = 980.6199 gals.).
 AK6998
 AK6998.The modeled gravity was interpolated from observed gravity values.
 AK6998
 AK6998;                    North         East    Units  Estimated Accuracy
 AK6998;SPC FL E     -   451,340.      238,870.      MT  (+/- 180 meters Scaled)
 AK6998
 AK6998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM388423(NAD 83)
 AK6998
 AK6998                          SUPERSEDED SURVEY CONTROL
 AK6998
 AK6998  NGVD 29 (09/01/92)    4.018  (m)           13.18   (f) ADJUSTED    2 1
 AK6998
 AK6998.Superseded values are not recommended for survey control.
 AK6998
 AK6998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6998.See file dsdata.pdf to determine how the superseded data were derived.
 AK6998
 AK6998_STAMPING: 1608 G 1986
 AK6998_MARK LOGO: NOS
 AK6998_PROJECTION: RECESSED 5 CENTIMETERS
 AK6998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK6998+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 AK6998
 AK6998  HISTORY     - Date     Condition        Report By
 AK6998  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6998  HISTORY     - 19941216 MARK NOT FOUND   USPSQD
 AK6998  HISTORY     - 20030710 GOOD             USPSQD
 AK6998  HISTORY     - 20040828 GOOD             USPSQD
 AK6998  HISTORY     - 20200810 MARK NOT FOUND   GEOCAC
 AK6998
 AK6998                          STATION DESCRIPTION
 AK6998
 AK6998'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6998'IN CAPE CANAVERAL.
 AK6998'BEGIN AT THE CAPE CANAVERAL POST OFFICE, GO 0.1 MILE NORTH ON
 AK6998'ATLANTIC AVENUE TO JETTY PARK ROAD, GO 0.05 MILE NORTH ON JETTY PARK
 AK6998'ROAD TO THE MARK.  THE MARK BEARS 26.2 FEET EAST OF THE CENTERLINE OF
 AK6998'JETTY PARK ROAD, 17.2 FEET WEST OF THE WEST EDGE OF A SIDEWALK, 76
 AK6998'FEET NORTH OF THE CENTERLINE OF THE NORTHERN DRIVEWAY FOR BELCHER OIL
 AK6998'COMPANY, 5.3 FEET NORTH OF THE WESTERN SIGN POST FOR A SIGN (BIKE
 AK6998'PATH TO JETTY PARK) AND 8.8 FEET WEST-NORTHWEST IF THE EAST SIGN POST
 AK6998'FOR THE SIGN.
 AK6998
 AK6998                          STATION RECOVERY (1994)
 AK6998
 AK6998'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK6998'MARK NOT FOUND.
 AK6998
 AK6998                          STATION RECOVERY (2003)
 AK6998
 AK6998'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK6998'RECOVERED IN GOOD CONDITION.
 AK6998
 AK6998                          STATION RECOVERY (2004)
 AK6998
 AK6998'RECOVERY NOTE BY US POWER SQUADRON 2004 (GRF)
 AK6998'RECOVERED IN GOOD CONDITION.
 AK6998
 AK6998                          STATION RECOVERY (2020)
 AK6998
 AK6998'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK6998'THE AREA HAS BEEN REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7007 ***********************************************************************
 AK7007  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7007  DESIGNATION -  872 1609 TIDAL 1
 AK7007  PID         -  AK7007
 AK7007  STATE/COUNTY-  FL/BREVARD
 AK7007  COUNTRY     -  US
 AK7007  USGS QUAD   -  COURTENAY (2018)
 AK7007
 AK7007                         *CURRENT SURVEY CONTROL
 AK7007  ______________________________________________________________________
 AK7007* NAD 83(1986) POSITION- 28 24 31.48   (N) 080 38 17.50   (W)   HD_HELD1
 AK7007* NAVD 88 ORTHO HEIGHT -     3.749 (meters)       12.30  (feet) ADJUSTED
 AK7007  ______________________________________________________________________
 AK7007  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 AK7007  DYNAMIC HEIGHT  -          3.744 (meters)       12.28  (feet) COMP
 AK7007  MODELED GRAVITY -    979,217.8   (mgal)                       NAVD 88
 AK7007
 AK7007  VERT ORDER      -  SECOND    CLASS I
 AK7007
 AK7007.The horizontal coordinates were determined by differentially corrected
 AK7007.hand held GPS observations or other comparable positioning techniques
 AK7007.and have an estimated accuracy of +/- 3 meters.
 AK7007
 AK7007.The orthometric height was determined by differential leveling and
 AK7007.adjusted by the NATIONAL GEODETIC SURVEY
 AK7007.in September 1996.
 AK7007
 AK7007.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7007.GEOID18 height accuracy estimate available here.
 AK7007
 AK7007.This Tidal Bench Mark is designated as VM 10785
 AK7007.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK7007
 AK7007.Click photographs - Photos may exist for this station.
 AK7007
 AK7007.The dynamic height is computed by dividing the NAVD 88
 AK7007.geopotential number by the normal gravity value computed on the
 AK7007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7007.degrees latitude (g = 980.6199 gals.).
 AK7007
 AK7007.The modeled gravity was interpolated from observed gravity values.
 AK7007
 AK7007;                    North         East    Units  Estimated Accuracy
 AK7007;SPC FL E     -   451,557.8     235,450.7     MT  (+/- 3 meters HH1 GPS) 
 AK7007
 AK7007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3543842535(NAD 83)
 AK7007
 AK7007                          SUPERSEDED SURVEY CONTROL
 AK7007
 AK7007  NGVD 29 (09/01/92)    4.158  (m)           13.64   (f) ADJUSTED    2 1
 AK7007
 AK7007.Superseded values are not recommended for survey control.
 AK7007
 AK7007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7007.See file dsdata.pdf to determine how the superseded data were derived.
 AK7007
 AK7007_MARKER: DB = BENCH MARK DISK
 AK7007_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AK7007_SP_SET: WALL
 AK7007_STAMPING: NO 1 1972
 AK7007_MARK LOGO: CGS
 AK7007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7007+STABILITY: SURFACE MOTION
 AK7007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7007+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2020
 AK7007
 AK7007  HISTORY     - Date     Condition        Report By
 AK7007  HISTORY     - 1972     MONUMENTED       NOS
 AK7007  HISTORY     - 1984     GOOD             FLDNR
 AK7007  HISTORY     - 19941216 GOOD             USPSQD
 AK7007  HISTORY     - 19970504 GOOD             USPSQD
 AK7007  HISTORY     - 20031204 GOOD             USPSQD
 AK7007  HISTORY     - 20060108 GOOD             USPSQD
 AK7007  HISTORY     - 20130122 GOOD             GEOCAC
 AK7007  HISTORY     - 20200908 GOOD             GEOCAC
 AK7007
 AK7007                          STATION DESCRIPTION
 AK7007
 AK7007'DESCRIBED BY FL DEPT OF NAT RES 1984
 AK7007'1 MI SW FROM CAPE CANAVERAL.
 AK7007'THE MARK IS LOCATED AT THE PORT CANAVERAL LOCK COMPOUND, SET FLUSH IN
 AK7007'TOP OF A 1.5-FOOT HIGH CONCRETE WALL, 54 FEET EAST OF THE FLAGPOLE,
 AK7007'17 FEET NORTH OF THE CENTERLINE OF THE PAVED ROAD AND 0.9 FOOT NORTH
 AK7007'OF THE SOUTH END OF THE WALL.
 AK7007
 AK7007                          STATION RECOVERY (1994)
 AK7007
 AK7007'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK7007'RECOVERED IN GOOD CONDITION.
 AK7007
 AK7007                          STATION RECOVERY (1997)
 AK7007
 AK7007'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7007'RECOVERED IN GOOD CONDITION.
 AK7007
 AK7007                          STATION RECOVERY (2003)
 AK7007
 AK7007'RECOVERY NOTE BY US POWER SQUADRON 2003 (GVK)
 AK7007'RECOVERED IN GOOD CONDITION.
 AK7007
 AK7007                          STATION RECOVERY (2006)
 AK7007
 AK7007'RECOVERY NOTE BY US POWER SQUADRON 2006 (RS)
 AK7007'RECOVERED IN GOOD CONDITION.
 AK7007
 AK7007                          STATION RECOVERY (2013)
 AK7007
 AK7007'RECOVERY NOTE BY GEOCACHING 2013 (EP)
 AK7007'THE MARK HAS BEEN PAINTED OVER BUT IS STILL READABLE.
 AK7007
 AK7007                          STATION RECOVERY (2020)
 AK7007
 AK7007'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK7007'TO REACH FROM THE INTERSECTION OF STATE ROAD 401 (CAPE ROAD) AND STATE
 AK7007'ROAD 528/A1A, GO EAST ON STATE ROAD 528/A1A FOR 0.8 MI (1.3 KM) TO THE
 AK7007'END OF STATE ROAD 528 AND THE EXIT FOR GEORGE KING BOULEVARD.  TURN
 AK7007'LEFT, GO NORTHEAST ON GEORGE KING BOULEVARD FOR 0.1 MI (0.2 KM) TO
 AK7007'DAVE NISBET DRIVE.  TURN LEFT, GO NORTHWEST ON DAVE NISBET DRIVE FOR
 AK7007'0.2 MI (0.3 KM) TO MULLET DRIVE.  TURN LEFT, GO WESTERLY ON MULLET
 AK7007'DRIVE FOR 1.5 MI (2.4 KM) TO ENTRANCE OF LOCKS PARK (U.S. ARMY CORPS
 AK7007'OF ENGINEERS FOR ACCESS CALL (321)783-5421).  GO THROUGH MAIN GATES
 AK7007'AND GO NORTHWEST FOR ABOUT 200 FT (61.0 M) TO THE MARK IN THE TOP OF A
 AK7007'CONCRETE WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7006 ***********************************************************************
 AK7006  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7006  DESIGNATION -  872 1609 TIDAL 2
 AK7006  PID         -  AK7006
 AK7006  STATE/COUNTY-  FL/BREVARD
 AK7006  COUNTRY     -  US
 AK7006  USGS QUAD   -  COURTENAY (2018)
 AK7006
 AK7006                         *CURRENT SURVEY CONTROL
 AK7006  ______________________________________________________________________
 AK7006* NAD 83(1986) POSITION- 28 24 32.52   (N) 080 38 17.43   (W)   HD_HELD1
 AK7006* NAVD 88 ORTHO HEIGHT -     3.259 (meters)       10.69  (feet) ADJUSTED
 AK7006  ______________________________________________________________________
 AK7006  GEOID HEIGHT    -        -28.219 (meters)                     GEOID18
 AK7006  DYNAMIC HEIGHT  -          3.254 (meters)       10.68  (feet) COMP
 AK7006  MODELED GRAVITY -    979,217.8   (mgal)                       NAVD 88
 AK7006
 AK7006  VERT ORDER      -  SECOND    CLASS I
 AK7006
 AK7006.The horizontal coordinates were determined by differentially corrected
 AK7006.hand held GPS observations or other comparable positioning techniques
 AK7006.and have an estimated accuracy of +/- 3 meters.
 AK7006
 AK7006.The orthometric height was determined by differential leveling and
 AK7006.adjusted by the NATIONAL GEODETIC SURVEY
 AK7006.in September 1996.
 AK7006
 AK7006.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7006.GEOID18 height accuracy estimate available here.
 AK7006
 AK7006.This Tidal Bench Mark is designated as VM 10786
 AK7006.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK7006
 AK7006.Click photographs - Photos may exist for this station.
 AK7006
 AK7006.The dynamic height is computed by dividing the NAVD 88
 AK7006.geopotential number by the normal gravity value computed on the
 AK7006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7006.degrees latitude (g = 980.6199 gals.).
 AK7006
 AK7006.The modeled gravity was interpolated from observed gravity values.
 AK7006
 AK7006;                    North         East    Units  Estimated Accuracy
 AK7006;SPC FL E     -   451,589.8     235,452.5     MT  (+/- 3 meters HH1 GPS) 
 AK7006
 AK7006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3544042567(NAD 83)
 AK7006
 AK7006                          SUPERSEDED SURVEY CONTROL
 AK7006
 AK7006  NGVD 29 (09/01/92)    3.667  (m)           12.03   (f) ADJUSTED    2 1
 AK7006
 AK7006.Superseded values are not recommended for survey control.
 AK7006
 AK7006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7006.See file dsdata.pdf to determine how the superseded data were derived.
 AK7006
 AK7006_MARKER: DB = BENCH MARK DISK
 AK7006_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AK7006_SP_SET: WALL
 AK7006_STAMPING: NO 2 1972
 AK7006_MARK LOGO: CGS
 AK7006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7006+STABILITY: SURFACE MOTION
 AK7006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7006+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2020
 AK7006
 AK7006  HISTORY     - Date     Condition        Report By
 AK7006  HISTORY     - 1972     MONUMENTED       NOS
 AK7006  HISTORY     - 1984     GOOD             FLDNR
 AK7006  HISTORY     - 19941216 GOOD             USPSQD
 AK7006  HISTORY     - 19970504 GOOD             USPSQD
 AK7006  HISTORY     - 20031204 GOOD             USPSQD
 AK7006  HISTORY     - 20060108 GOOD             USPSQD
 AK7006  HISTORY     - 20130122 GOOD             GEOCAC
 AK7006  HISTORY     - 20200908 GOOD             GEOCAC
 AK7006
 AK7006                          STATION DESCRIPTION
 AK7006
 AK7006'DESCRIBED BY FL DEPT OF NAT RES 1984
 AK7006'1 MI SW FROM CAPE CANAVERAL.
 AK7006'THE MARK IS LOCATED AT THE PORT CANAVERAL LOCK COMPOUND, SET FLUSH IN
 AK7006'TOP OF A 1.5-FOOT HIGH CONCRETE WALL, 6.5 FEET SOUTH OF A METAL LAMP
 AK7006'POLE, 1.7 FEET SOUTH OF THE NORTH END OF THE WALL AND 112 FEET NORTH
 AK7006'OF BENCH MARK NO 1 1972.
 AK7006
 AK7006                          STATION RECOVERY (1994)
 AK7006
 AK7006'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK7006'RECOVERED IN GOOD CONDITION.
 AK7006
 AK7006                          STATION RECOVERY (1997)
 AK7006
 AK7006'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7006'RECOVERED IN GOOD CONDITION.
 AK7006
 AK7006                          STATION RECOVERY (2003)
 AK7006
 AK7006'RECOVERY NOTE BY US POWER SQUADRON 2003 (GVK)
 AK7006'RECOVERED IN GOOD CONDITION.
 AK7006
 AK7006                          STATION RECOVERY (2006)
 AK7006
 AK7006'RECOVERY NOTE BY US POWER SQUADRON 2006 (RS)
 AK7006'RECOVERED IN GOOD CONDITION.
 AK7006
 AK7006                          STATION RECOVERY (2013)
 AK7006
 AK7006'RECOVERY NOTE BY GEOCACHING 2013 (EP)
 AK7006'RECOVERED IN GOOD CONDITION.
 AK7006
 AK7006                          STATION RECOVERY (2020)
 AK7006
 AK7006'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK7006'THE MARK IS SET IN THE SOUTH END OF A CONCRETE BULKHEAD, 1.7 FT (0.5
 AK7006'M) EAST-NORTHEAST OF THE NORTH END OF A CONCRETE WALL, 7 INCHES (18
 AK7006'CM) NORTH OF THE SOUTH END OF THE BULKHEAD AND 6 INCHES (15 CM) WEST
 AK7006'OF THE EAST EDGE OF THE BULKHEAD.  UPDATED DIRECTIONS FOLLOW.
 AK7006'
 AK7006'TO REACH FROM THE INTERSECTION OF STATE ROAD 401 (CAPE ROAD) AND STATE
 AK7006'ROAD 528/A1A, GO EAST ON STATE ROAD 528/A1A FOR 0.8 MI (1.3 KM) TO THE
 AK7006'END OF STATE ROAD 528 AND THE EXIT FOR GEORGE KING BOULEVARD. TURN
 AK7006'LEFT, GO NORTHEAST ON GEORGE KING BOULEVARD FOR 0.1 MI (0.2 KM) TO
 AK7006'DAVE NISBET DRIVE.  TURN LEFT, GO NORTHWEST ON DAVE NISBET DRIVE FOR
 AK7006'0.2 MI (0.3 KM) TO MULLET DRIVE.  TURN LEFT, GO WESTERLY ON MULLET
 AK7006'DRIVE FOR 1.5 MI (2.4 KM) TO ENTRANCE OF LOCKS PARK (U.S. ARMY CORPS
 AK7006'OF ENGINEERS FOR ACCESS CALL (321)783-5421).  GO THROUGH MAIN GATES
 AK7006'AND GO NORTHWEST FOR ABOUT 310 FT (94.5 M) TO THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6647 ***********************************************************************
 DK6647  DESIGNATION -  872 1647 AA TIDAL
 DK6647  PID         -  DK6647
 DK6647  STATE/COUNTY-  FL/BREVARD
 DK6647  COUNTRY     -  US
 DK6647  USGS QUAD   -  COCOA (2018)
 DK6647
 DK6647                         *CURRENT SURVEY CONTROL
 DK6647  ______________________________________________________________________
 DK6647* NAD 83(1986) POSITION- 28 21 25.4    (N) 080 38 58.4    (W)   HD_HELD2
 DK6647* NAVD 88 ORTHO HEIGHT -     2.524 (meters)        8.28  (feet) ADJUSTED
 DK6647  ______________________________________________________________________
 DK6647  GEOID HEIGHT    -        -28.230 (meters)                     GEOID18
 DK6647  DYNAMIC HEIGHT  -          2.521 (meters)        8.27  (feet) COMP
 DK6647  MODELED GRAVITY -    979,209.9   (mgal)                       NAVD 88
 DK6647
 DK6647  VERT ORDER      -  FIRST     CLASS II
 DK6647
 DK6647.The horizontal coordinates were established by autonomous hand held GPS
 DK6647.observations and have an estimated accuracy of +/- 10 meters.
 DK6647
 DK6647.The orthometric height was determined by differential leveling and
 DK6647.adjusted by the NATIONAL GEODETIC SURVEY
 DK6647.in April 2009.
 DK6647
 DK6647.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6647.GEOID18 height accuracy estimate available here.
 DK6647
 DK6647.Click photographs - Photos may exist for this station.
 DK6647
 DK6647.The dynamic height is computed by dividing the NAVD 88
 DK6647.geopotential number by the normal gravity value computed on the
 DK6647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6647.degrees latitude (g = 980.6199 gals.).
 DK6647
 DK6647.The modeled gravity was interpolated from observed gravity values.
 DK6647
 DK6647;                    North         East    Units  Estimated Accuracy
 DK6647;SPC FL E     -   445,826.      234,354.      MT  (+/- 10 meters HH2 GPS)
 DK6647
 DK6647_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3434236806(NAD 83)
 DK6647
 DK6647                          SUPERSEDED SURVEY CONTROL
 DK6647
 DK6647.No superseded survey control is available for this station.
 DK6647
 DK6647_MARKER: F = FLANGE-ENCASED ROD
 DK6647_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6647_STAMPING: 1647 AA 2006
 DK6647_MARK LOGO: NGS
 DK6647_PROJECTION: RECESSED 3 CENTIMETERS
 DK6647_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6647_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6647_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6647+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2020
 DK6647_ROD/PIPE-DEPTH: 10.5 meters
 DK6647
 DK6647  HISTORY     - Date     Condition        Report By
 DK6647  HISTORY     - 2006     MONUMENTED       FLDEP
 DK6647  HISTORY     - 20100118 GOOD             GEOCAC
 DK6647  HISTORY     - 20200808 GOOD             GEOCAC
 DK6647
 DK6647                          STATION DESCRIPTION
 DK6647
 DK6647'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6647'THE MARK IS ABOUT 4.9 MI EAST OF COCOA, 2.9 MI EAST OF MERRITT ISLAND,
 DK6647'2.6 MI WEST OF COCOA  BEACH, ESTIMATED SECTION 31, TOWNSHIP 24 SOUTH,
 DK6647'RANGE 37 EAST.
 DK6647'
 DK6647'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (NORTH COCOA
 DK6647'BOULEVARD) AND  STATE HIGHWAY 520 (KING STREET) IN COCOA, GO EAST ON
 DK6647'STATE HIGHWAY 520 (KING STREET  TURNS INTO MERRITT ISLAND CAUSEWAY IN
 DK6647'MERRITT ISLAND) FOR 4.9 MI TO AN OPENING THE  GUARDRAIL, PASS THROUGH
 DK6647'THE OPENING AND CONTINUE EASTERLY ON A DIM TRACK ROAD FOR  0.15 MI TO
 DK6647'THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DK6647'DEPTH OF  34.4 FT WITH A NGS LOGO CAP RECESSED 0.1 FT BELOW THE LEVEL
 DK6647'OF THE GROUND AND BELOW THE  LEVEL OF THE DIM TRACK ROAD, THE DATUM
 DK6647'POINT IS RECESSED 0.1 FT BELOW THE LEVEL OF  THE NGS LOGO CAP.
 DK6647'
 DK6647'LOCATED ABOUT 233.0 FT EAST OF A FLDEP SURVEY MARK 1647 BB 2006, ABOUT
 DK6647'103.0 FT SOUTH OF  THE CENTERLINE OF STATE HIGHWAY 520 EASTBOUND
 DK6647'LANES, 77.0 FT SOUTH-SOUTHWEST OF THE  SOUTHWEST CORNER OF THE BRIDGE,
 DK6647'9.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF THE DIM  TRACK ROAD, 6.0
 DK6647'FT EAST OF A ROUND CONCRETE POWER POLE NUMBER 89E4 AND 2.0 FT NORTH OF
 DK6647'A CARSONITE WITNESS POST.
 DK6647'
 DK6647'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DK6647'
 DK6647'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DK6647
 DK6647                          STATION RECOVERY (2010)
 DK6647
 DK6647'RECOVERY NOTE BY GEOCACHING 2010 (EP)
 DK6647'AREA OVERGROWN AND WITNESS POST MISSING.  CAP UNDER HALF INCH OF SAND.
 DK6647'
 DK6647
 DK6647                          STATION RECOVERY (2020)
 DK6647
 DK6647'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6647'THE DESIGNATION IS ILLEGIBLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6646 ***********************************************************************
 DK6646  DESIGNATION -  872 1647 BB TIDAL
 DK6646  PID         -  DK6646
 DK6646  STATE/COUNTY-  FL/BREVARD
 DK6646  COUNTRY     -  US
 DK6646  USGS QUAD   -  COCOA (2018)
 DK6646
 DK6646                         *CURRENT SURVEY CONTROL
 DK6646  ______________________________________________________________________
 DK6646* NAD 83(1986) POSITION- 28 21 25.6    (N) 080 39 01.0    (W)   HD_HELD2
 DK6646* NAVD 88 ORTHO HEIGHT -     3.741 (meters)       12.27  (feet) ADJUSTED
 DK6646  ______________________________________________________________________
 DK6646  GEOID HEIGHT    -        -28.230 (meters)                     GEOID18
 DK6646  DYNAMIC HEIGHT  -          3.736 (meters)       12.26  (feet) COMP
 DK6646  MODELED GRAVITY -    979,209.9   (mgal)                       NAVD 88
 DK6646
 DK6646  VERT ORDER      -  FIRST     CLASS II
 DK6646
 DK6646.The horizontal coordinates were established by autonomous hand held GPS
 DK6646.observations and have an estimated accuracy of +/- 10 meters.
 DK6646
 DK6646.The orthometric height was determined by differential leveling and
 DK6646.adjusted by the NATIONAL GEODETIC SURVEY
 DK6646.in April 2009.
 DK6646
 DK6646.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6646.GEOID18 height accuracy estimate available here.
 DK6646
 DK6646.Click photographs - Photos may exist for this station.
 DK6646
 DK6646.The dynamic height is computed by dividing the NAVD 88
 DK6646.geopotential number by the normal gravity value computed on the
 DK6646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6646.degrees latitude (g = 980.6199 gals.).
 DK6646
 DK6646.The modeled gravity was interpolated from observed gravity values.
 DK6646
 DK6646;                    North         East    Units  Estimated Accuracy
 DK6646;SPC FL E     -   445,832.      234,283.      MT  (+/- 10 meters HH2 GPS)
 DK6646
 DK6646_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3427136812(NAD 83)
 DK6646
 DK6646                          SUPERSEDED SURVEY CONTROL
 DK6646
 DK6646.No superseded survey control is available for this station.
 DK6646
 DK6646_MARKER: DD = SURVEY DISK
 DK6646_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK6646_SP_SET: HEADWALL
 DK6646_STAMPING: 1647 BB 2006
 DK6646_MARK LOGO: FLDEP
 DK6646_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6646+STABILITY: SURFACE MOTION
 DK6646_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6646+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2020
 DK6646
 DK6646  HISTORY     - Date     Condition        Report By
 DK6646  HISTORY     - 2006     MONUMENTED       FLDEP
 DK6646  HISTORY     - 20200808 GOOD             GEOCAC
 DK6646
 DK6646                          STATION DESCRIPTION
 DK6646
 DK6646'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6646'THE MARK IS ABOUT 4.9 MI EAST OF COCOA, 2.9 MI EAST OF MERRITT ISLAND,
 DK6646'2.6 MI WEST OF COCOA  BEACH, ESTIMATED SECTION 31, TOWNSHIP 24 SOUTH,
 DK6646'RANGE 37 EAST.
 DK6646'
 DK6646'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (NORTH COCOA
 DK6646'BOULEVARD) AND  STATE HIGHWAY 520 (KING STREET) IN COCOA, GO EAST ON
 DK6646'STATE HIGHWAY 520 (KING STREET  TURNS INTO MERRITT ISLAND CAUSEWAY IN
 DK6646'MERRITT ISLAND) FOR 4.9 MI TO AN OPENING IN THE  GUARDRAIL, PASS
 DK6646'THROUGH THE OPENING AND CONTINUE EASTERLY ON A DIM TRACK ROAD FOR 0.1
 DK6646'MI TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE NORTHEAST
 DK6646'CORNER OF A CULVERT  ABOUT 2.0 FT ABOVE THE LEVEL OF THE DIM TRACK
 DK6646'ROAD.
 DK6646'
 DK6646'LOCATED ABOUT 249.0 FT EAST OF A FLDEP SURVEY MARK 1647 CC 2006, ABOUT
 DK6646'233.0 FT WEST OF  A FLDEP SURVEY MARK 1647 AA 2006, ABOUT 220.0 FT
 DK6646'EAST OF ROUND CONCRETE POWER POLE  NUMBER 89E3, 74.0 FT SOUTH OF THE
 DK6646'CENTERLINE OF STATE HIGHWAY 520 EASTBOUND LANES, 15.5  FT NORTH OF THE
 DK6646'APPROXIMATE CENTERLINE OF THE DIM TRACK ROAD, 4.0 FT EAST OF THE
 DK6646'NORTHWEST CORNER OF THE CULVERT, 0.6 FT WEST OF A CARSONITE WITNESS
 DK6646'POST AND 0.5 FT  WEST OF THE NORTHEAST CORNER OF THE CULVERT.
 DK6646
 DK6646                          STATION RECOVERY (2020)
 DK6646
 DK6646'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6646'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6645 ***********************************************************************
 DK6645  DESIGNATION -  872 1647 CC TIDAL
 DK6645  PID         -  DK6645
 DK6645  STATE/COUNTY-  FL/BREVARD
 DK6645  COUNTRY     -  US
 DK6645  USGS QUAD   -  COCOA (2018)
 DK6645
 DK6645                         *CURRENT SURVEY CONTROL
 DK6645  ______________________________________________________________________
 DK6645* NAD 83(1986) POSITION- 28 21 25.8    (N) 080 39 03.7    (W)   HD_HELD2
 DK6645* NAVD 88 ORTHO HEIGHT -     3.713 (meters)       12.18  (feet) ADJUSTED
 DK6645  ______________________________________________________________________
 DK6645  GEOID HEIGHT    -        -28.229 (meters)                     GEOID18
 DK6645  DYNAMIC HEIGHT  -          3.708 (meters)       12.17  (feet) COMP
 DK6645  MODELED GRAVITY -    979,209.9   (mgal)                       NAVD 88
 DK6645
 DK6645  VERT ORDER      -  FIRST     CLASS II
 DK6645
 DK6645.The horizontal coordinates were established by autonomous hand held GPS
 DK6645.observations and have an estimated accuracy of +/- 10 meters.
 DK6645
 DK6645.The orthometric height was determined by differential leveling and
 DK6645.adjusted by the NATIONAL GEODETIC SURVEY
 DK6645.in April 2009.
 DK6645
 DK6645.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6645.GEOID18 height accuracy estimate available here.
 DK6645
 DK6645.Click photographs - Photos may exist for this station.
 DK6645
 DK6645.The dynamic height is computed by dividing the NAVD 88
 DK6645.geopotential number by the normal gravity value computed on the
 DK6645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6645.degrees latitude (g = 980.6199 gals.).
 DK6645
 DK6645.The modeled gravity was interpolated from observed gravity values.
 DK6645
 DK6645;                    North         East    Units  Estimated Accuracy
 DK6645;SPC FL E     -   445,838.      234,210.      MT  (+/- 10 meters HH2 GPS)
 DK6645
 DK6645_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3419836818(NAD 83)
 DK6645
 DK6645                          SUPERSEDED SURVEY CONTROL
 DK6645
 DK6645.No superseded survey control is available for this station.
 DK6645
 DK6645_MARKER: DD = SURVEY DISK
 DK6645_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK6645_SP_SET: HEADWALL
 DK6645_STAMPING: 1647 CC 2006
 DK6645_MARK LOGO: FLDEP
 DK6645_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6645+STABILITY: SURFACE MOTION
 DK6645_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6645+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2020
 DK6645
 DK6645  HISTORY     - Date     Condition        Report By
 DK6645  HISTORY     - 2006     MONUMENTED       FLDEP
 DK6645  HISTORY     - 20200808 GOOD             GEOCAC
 DK6645
 DK6645                          STATION DESCRIPTION
 DK6645
 DK6645'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6645'THE MARK IS ABOUT 4.9 MI EAST OF COCOA, 2.9 MI EAST OF MERRITT ISLAND,
 DK6645'2.6 MI WEST OF COCOA  BEACH, ESTIMATED SECTION 31, TOWNSHIP 24 SOUTH,
 DK6645'RANGE 37 EAST.
 DK6645'
 DK6645'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (NORTH COCOA
 DK6645'BOULEVARD) AND  STATE HIGHWAY 520 (KING STREET) IN COCOA, GO EAST ON
 DK6645'STATE HIGHWAY 520 (KING STREET  TURNS INTO MERRITT ISLAND CAUSEWAY IN
 DK6645'MERRITT ISLAND) FOR 4.9 MI TO AN OPENING IN THE  GUARDRAIL, PASS
 DK6645'THROUGH THE OPENING AND CONTINUE EASTERLY ON A DIM TRACK ROAD FOR
 DK6645'0.05 MI TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE NORTHEAST
 DK6645'CORNER OF A  CONCRETE CULVERT ABOUT 3.0 FT ABOVE THE LEVEL OF THE DIM
 DK6645'TRACK ROAD.
 DK6645'
 DK6645'LOCATED 254.0 FT EAST OF A NGS ROD MARK B 649 2006, 229.0 FT
 DK6645'EAST-SOUTHEAST OF THE  WEST END OF AN ALUMINUM HANDRAIL, 52.0 FT SOUTH
 DK6645'OF THE CENTERLINE OF STATE HIGHWAY 520  EASTBOUND LANES, 32.0 FT
 DK6645'NORTHWEST OF A ROUND CONCRETE POWER POLE NUMBER 89E3, 14.5  FT NORTH
 DK6645'OF THE APPROXIMATE CENTERLINE OF THE DIM TRACK ROAD, 0.7 FT WEST OF A
 DK6645'CARSONITE WITNESS POST AND 0.5 FT SOUTHWEST OF THE NORTHEAST CORNER OF
 DK6645'THE CONCRETE  DRAIN.
 DK6645
 DK6645                          STATION RECOVERY (2020)
 DK6645
 DK6645'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6645'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6986 ***********************************************************************
 AK6986  DESIGNATION -  872 1648 E TIDAL
 AK6986  PID         -  AK6986
 AK6986  STATE/COUNTY-  FL/BREVARD
 AK6986  COUNTRY     -  US
 AK6986  USGS QUAD   -  COCOA (2018)
 AK6986
 AK6986                         *CURRENT SURVEY CONTROL
 AK6986  ______________________________________________________________________
 AK6986* NAD 83(1986) POSITION- 28 21 19.     (N) 080 43 20.     (W)   SCALED
 AK6986* NAVD 88 ORTHO HEIGHT -     7.821 (meters)       25.66  (feet) ADJUSTED
 AK6986  ______________________________________________________________________
 AK6986  GEOID HEIGHT    -        -28.182 (meters)                     GEOID18
 AK6986  DYNAMIC HEIGHT  -          7.810 (meters)       25.62  (feet) COMP
 AK6986  MODELED GRAVITY -    979,204.8   (mgal)                       NAVD 88
 AK6986
 AK6986  VERT ORDER      -  FIRST     CLASS II
 AK6986
 AK6986.The horizontal coordinates were scaled from a map and have
 AK6986.an estimated accuracy of +/- 6 seconds.
 AK6986
 AK6986.The orthometric height was determined by differential leveling and
 AK6986.adjusted by the NATIONAL GEODETIC SURVEY
 AK6986.in September 1996.
 AK6986
 AK6986.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6986.GEOID18 height accuracy estimate available here.
 AK6986
 AK6986.Click photographs - Photos may exist for this station.
 AK6986
 AK6986.The dynamic height is computed by dividing the NAVD 88
 AK6986.geopotential number by the normal gravity value computed on the
 AK6986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6986.degrees latitude (g = 980.6199 gals.).
 AK6986
 AK6986.The modeled gravity was interpolated from observed gravity values.
 AK6986
 AK6986;                    North         East    Units  Estimated Accuracy
 AK6986;SPC FL E     -   445,610.      227,230.      MT  (+/- 180 meters Scaled)
 AK6986
 AK6986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM272365(NAD 83)
 AK6986
 AK6986                          SUPERSEDED SURVEY CONTROL
 AK6986
 AK6986  NGVD 29 (09/01/92)    8.243  (m)           27.04   (f) ADJUSTED    2 1
 AK6986
 AK6986.Superseded values are not recommended for survey control.
 AK6986
 AK6986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6986.See file dsdata.pdf to determine how the superseded data were derived.
 AK6986
 AK6986_MARKER: DD = SURVEY DISK
 AK6986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK6986_SP_SET: BRIDGE SIDEWALK
 AK6986_STAMPING: 1648 E
 AK6986_MARK LOGO: FLSRD
 AK6986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK6986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6986+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 AK6986
 AK6986  HISTORY     - Date     Condition        Report By
 AK6986  HISTORY     - 1986     MONUMENTED       FLDT
 AK6986  HISTORY     - 1986     GOOD             FLDNR
 AK6986  HISTORY     - 20020513 MARK NOT FOUND   USPSQD
 AK6986  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 AK6986  HISTORY     - 20060305 GOOD             USPSQD
 AK6986  HISTORY     - 20060328 GOOD             FLDEP
 AK6986  HISTORY     - 20090118 MARK NOT FOUND   GEOCAC
 AK6986  HISTORY     - 20200710 MARK NOT FOUND   GEOCAC
 AK6986
 AK6986                          STATION DESCRIPTION
 AK6986
 AK6986'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6986'IN COCOA.
 AK6986'THE MARK IS AT THE WEST END OF THE EASTBOUND STATE ROAD 520 BRIDGE
 AK6986'OVER THE INDIAN RIVER, 16.1 FEET SOUTH OF THE CENTERLINE OF THE
 AK6986'BRIDGE AND 1.9 FEET WEST OF THE END OF THE BRIDGE.
 AK6986'THE MARK IS 1 FT ABOVE ROAD.
 AK6986
 AK6986                          STATION RECOVERY (2002)
 AK6986
 AK6986'RECOVERY NOTE BY US POWER SQUADRON 2002 (GVK)
 AK6986'CONSTRUCTION IN PROGRESS IN MARKER AREA.
 AK6986
 AK6986                          STATION RECOVERY (2003)
 AK6986
 AK6986'RECOVERY NOTE BY US POWER SQUADRON 2003 (GVK)
 AK6986'MARK NOT FOUND.
 AK6986
 AK6986                          STATION RECOVERY (2006)
 AK6986
 AK6986'RECOVERY NOTE BY US POWER SQUADRON 2006 (RWS)
 AK6986'RECOVERED IN GOOD CONDITION.
 AK6986
 AK6986                          STATION RECOVERY (2006)
 AK6986
 AK6986'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK6986'RECOVERED AS DESCRIBED.
 AK6986
 AK6986                          STATION RECOVERY (2009)
 AK6986
 AK6986'RECOVERY NOTE BY GEOCACHING 2009 (EP)
 AK6986'RECENT WORK ON BRIDGE PEDESTRIAN WALK AND GUARD RAIL AT WEST END OF
 AK6986'EAST BOUND LANES OF HIGHWAY 520 BRIDGE APPEARS TO HAVE RESULTED IN
 AK6986'MARKED BEING PAVED OVER OR REMOVED.  MARK NOT FOUND.
 AK6986
 AK6986                          STATION RECOVERY (2020)
 AK6986
 AK6986'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK6986'THE CONCRETE IN THE AREA DESCRIBED HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6985 ***********************************************************************
 AK6985  DESIGNATION -  872 1648 F TIDAL
 AK6985  PID         -  AK6985
 AK6985  STATE/COUNTY-  FL/BREVARD
 AK6985  COUNTRY     -  US
 AK6985  USGS QUAD   -  COCOA (2018)
 AK6985
 AK6985                         *CURRENT SURVEY CONTROL
 AK6985  ______________________________________________________________________
 AK6985* NAD 83(1986) POSITION- 28 21 23.31   (N) 080 43 18.60   (W)   HD_HELD1
 AK6985* NAVD 88 ORTHO HEIGHT -     8.092 (meters)       26.55  (feet) ADJUSTED
 AK6985  ______________________________________________________________________
 AK6985  GEOID HEIGHT    -        -28.182 (meters)                     GEOID18
 AK6985  DYNAMIC HEIGHT  -          8.080 (meters)       26.51  (feet) COMP
 AK6985  MODELED GRAVITY -    979,204.8   (mgal)                       NAVD 88
 AK6985
 AK6985  VERT ORDER      -  FIRST     CLASS II
 AK6985
 AK6985.The horizontal coordinates were determined by differentially corrected
 AK6985.hand held GPS observations or other comparable positioning techniques
 AK6985.and have an estimated accuracy of +/- 3 meters.
 AK6985
 AK6985.The orthometric height was determined by differential leveling and
 AK6985.adjusted by the NATIONAL GEODETIC SURVEY
 AK6985.in April 2009.
 AK6985
 AK6985.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6985.GEOID18 height accuracy estimate available here.
 AK6985
 AK6985.Click photographs - Photos may exist for this station.
 AK6985
 AK6985.The dynamic height is computed by dividing the NAVD 88
 AK6985.geopotential number by the normal gravity value computed on the
 AK6985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6985.degrees latitude (g = 980.6199 gals.).
 AK6985
 AK6985.The modeled gravity was interpolated from observed gravity values.
 AK6985
 AK6985;                    North         East    Units  Estimated Accuracy
 AK6985;SPC FL E     -   445,743.5     227,268.9     MT  (+/- 3 meters HH1 GPS) 
 AK6985
 AK6985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2725936723(NAD 83)
 AK6985
 AK6985                          SUPERSEDED SURVEY CONTROL
 AK6985
 AK6985  NAVD 88 (09/06/96)    8.089  (m)           26.54   (f) SUPERSEDED  2 1
 AK6985  NGVD 29 (09/01/92)    8.510  (m)           27.92   (f) ADJUSTED    2 1
 AK6985
 AK6985.Superseded values are not recommended for survey control.
 AK6985
 AK6985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6985.See file dsdata.pdf to determine how the superseded data were derived.
 AK6985
 AK6985_MARKER: DD = SURVEY DISK
 AK6985_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AK6985_SP_SET: BRIDGE GUARDRAIL
 AK6985_STAMPING: 1648 F
 AK6985_MARK LOGO: FLSRD
 AK6985_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6985_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK6985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6985+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2020
 AK6985
 AK6985  HISTORY     - Date     Condition        Report By
 AK6985  HISTORY     - 1986     MONUMENTED       FLDT
 AK6985  HISTORY     - 1986     GOOD             FLDNR
 AK6985  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AK6985  HISTORY     - 20060310 GOOD             USPSQD
 AK6985  HISTORY     - 20060328 GOOD             FLDEP
 AK6985  HISTORY     - 20090118 GOOD             GEOCAC
 AK6985  HISTORY     - 20200722 GOOD             GEOCAC
 AK6985
 AK6985                          STATION DESCRIPTION
 AK6985
 AK6985'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6985'IN COCOA.
 AK6985'THE MARK IS AT THE WEST END OF THE WESTBOUND STATE ROAD 520 BRIDGE
 AK6985'OVER THE INDIAN RIVER, 16.8 FEET SOUTH OF THE CENTERLINE OF THE
 AK6985'BRIDGE AND 0.4 FOOT WEST OF THE END OF THE BRIDGE.
 AK6985'THE MARK IS 3 FT ABOVE ROAD.
 AK6985
 AK6985                          STATION RECOVERY (2004)
 AK6985
 AK6985'RECOVERY NOTE BY US POWER SQUADRON 2004 (GVK)
 AK6985'MARK NOT FOUND.
 AK6985
 AK6985                          STATION RECOVERY (2006)
 AK6985
 AK6985'RECOVERY NOTE BY US POWER SQUADRON 2006 (MAM)
 AK6985'RECOVERED IN GOOD CONDITION.
 AK6985
 AK6985                          STATION RECOVERY (2006)
 AK6985
 AK6985'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK6985'RECOVERED AS DESCRIBED.
 AK6985
 AK6985                          STATION RECOVERY (2009)
 AK6985
 AK6985'RECOVERY NOTE BY GEOCACHING 2009 (EP)
 AK6985'RECOVERED AT THE WEST END OF THE WESTBOUND LANES OF HIGHWAY 520.  THE
 AK6985'MARK IS ABOUT 8 FEET EAST OF WEST END OF THE BRIDGE NOT 0.4 FEET.  IT
 AK6985'IS A THREE INCH CIRCULAR FLORIDA S.R.D MARK AND IS STAMPED '1648 F'
 AK6985
 AK6985                          STATION RECOVERY (2020)
 AK6985
 AK6985'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK6985'THE MARK IS SET IN THE TOP OF THE CONCRETE GUARDRAIL, 8.0 FT (2.4 M)
 AK6985'EAST OF THE WEST END OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6984 ***********************************************************************
 AK6984  DESIGNATION -  872 1648 G TIDAL
 AK6984  PID         -  AK6984
 AK6984  STATE/COUNTY-  FL/BREVARD
 AK6984  COUNTRY     -  US
 AK6984  USGS QUAD   -  COCOA (2018)
 AK6984
 AK6984                         *CURRENT SURVEY CONTROL
 AK6984  ______________________________________________________________________
 AK6984* NAD 83(1986) POSITION- 28 21 18.1    (N) 080 43 23.9    (W)   HD_HELD2
 AK6984* NAVD 88 ORTHO HEIGHT -     0.783 (meters)        2.57  (feet) ADJUSTED
 AK6984  ______________________________________________________________________
 AK6984  GEOID HEIGHT    -        -28.182 (meters)                     GEOID18
 AK6984  DYNAMIC HEIGHT  -          0.782 (meters)        2.57  (feet) COMP
 AK6984  MODELED GRAVITY -    979,204.8   (mgal)                       NAVD 88
 AK6984
 AK6984  VERT ORDER      -  FIRST     CLASS II
 AK6984
 AK6984.The horizontal coordinates were established by autonomous hand held GPS
 AK6984.observations and have an estimated accuracy of +/- 10 meters.
 AK6984
 AK6984.The orthometric height was determined by differential leveling and
 AK6984.adjusted by the NATIONAL GEODETIC SURVEY
 AK6984.in April 2009.
 AK6984
 AK6984.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6984.GEOID18 height accuracy estimate available here.
 AK6984
 AK6984.Click photographs - Photos may exist for this station.
 AK6984
 AK6984.The dynamic height is computed by dividing the NAVD 88
 AK6984.geopotential number by the normal gravity value computed on the
 AK6984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6984.degrees latitude (g = 980.6199 gals.).
 AK6984
 AK6984.The modeled gravity was interpolated from observed gravity values.
 AK6984
 AK6984;                    North         East    Units  Estimated Accuracy
 AK6984;SPC FL E     -   445,583.      227,125.      MT  (+/- 10 meters HH2 GPS)
 AK6984
 AK6984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2711536562(NAD 83)
 AK6984
 AK6984                          SUPERSEDED SURVEY CONTROL
 AK6984
 AK6984  NAVD 88 (09/06/96)    0.781  (m)            2.56   (f) SUPERSEDED  2 1
 AK6984  NGVD 29 (09/01/92)    1.200  (m)            3.94   (f) ADJUSTED    2 1
 AK6984
 AK6984.Superseded values are not recommended for survey control.
 AK6984
 AK6984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6984.See file dsdata.pdf to determine how the superseded data were derived.
 AK6984
 AK6984_MARKER: DD = SURVEY DISK
 AK6984_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK6984_SP_SET: SEAWALL
 AK6984_STAMPING: 1648 G
 AK6984_MARK LOGO: FLDT
 AK6984_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6984+STABILITY: SURFACE MOTION
 AK6984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6984+SATELLITE: SATELLITE OBSERVATIONS - January 17, 2023
 AK6984
 AK6984  HISTORY     - Date     Condition        Report By
 AK6984  HISTORY     - UNK      MONUMENTED       FLDT
 AK6984  HISTORY     - 1986     GOOD             FLDNR
 AK6984  HISTORY     - 20020513 MARK NOT FOUND   USPSQD
 AK6984  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AK6984  HISTORY     - 20060401 GOOD             FLDEP
 AK6984  HISTORY     - 20090118 MARK NOT FOUND   GEOCAC
 AK6984  HISTORY     - 20200710 GOOD             GEOCAC
 AK6984  HISTORY     - 20230117 GOOD             FL-009
 AK6984
 AK6984                          STATION DESCRIPTION
 AK6984
 AK6984'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6984'IN COCOA.
 AK6984'BEGIN AT THE WEST END OF THE EASTBOUND STATE ROAD 520 BRIDGE OVER THE
 AK6984'INDIAN RIVER, GO ABOUT 0.1 MILE SOUTHWEST TO THE MARK.  THE MARK
 AK6984'BEARS ABOUT 175 FEET EAST OF THE CENTERLINE OF RIVER EDGE BOULEVARD,
 AK6984'36 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD TO LEE WENNER PARK
 AK6984'AND 180 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A BULKHEAD.
 AK6984
 AK6984                          STATION RECOVERY (2002)
 AK6984
 AK6984'RECOVERY NOTE BY US POWER SQUADRON 2002 (GVK)
 AK6984'CONSTRUCTION IN PROGRESS IN MARKER AREA.
 AK6984
 AK6984                          STATION RECOVERY (2004)
 AK6984
 AK6984'RECOVERY NOTE BY US POWER SQUADRON 2004 (GVK)
 AK6984'MARK NOT FOUND.
 AK6984
 AK6984                          STATION RECOVERY (2006)
 AK6984
 AK6984'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK6984'RECOVERED AS DESCRIBED.
 AK6984
 AK6984                          STATION RECOVERY (2009)
 AK6984
 AK6984'RECOVERY NOTE BY GEOCACHING 2009 (EP)
 AK6984'AREA DESCRIBED SEARCHED BUT MARK NOT FOUND.  LOCAL RESIDENTS INDICATED
 AK6984'THAT CHANGES TO ROADWAYS WERE MADE WHEN PARK WAS RENOVATED.
 AK6984
 AK6984                          STATION RECOVERY (2020)
 AK6984
 AK6984'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK6984'RECOVERED IN GOOD CONDITION.
 AK6984
 AK6984                          STATION RECOVERY (2023)
 AK6984
 AK6984'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2023 (SV)
 AK6984'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6657 ***********************************************************************
 DK6657  DESIGNATION -  872 1648 H TIDAL RESET
 DK6657  PID         -  DK6657
 DK6657  STATE/COUNTY-  FL/BREVARD
 DK6657  COUNTRY     -  US
 DK6657  USGS QUAD   -  COCOA (2018)
 DK6657
 DK6657                         *CURRENT SURVEY CONTROL
 DK6657  ______________________________________________________________________
 DK6657* NAD 83(1986) POSITION- 28 21 18.     (N) 080 43 19.     (W)   SCALED
 DK6657* NAVD 88 ORTHO HEIGHT -     0.558 (meters)        1.83  (feet) ADJUSTED
 DK6657  ______________________________________________________________________
 DK6657  GEOID HEIGHT    -        -28.183 (meters)                     GEOID18
 DK6657  DYNAMIC HEIGHT  -          0.557 (meters)        1.83  (feet) COMP
 DK6657  MODELED GRAVITY -    979,204.7   (mgal)                       NAVD 88
 DK6657
 DK6657  VERT ORDER      -  FIRST     CLASS II
 DK6657
 DK6657.The horizontal coordinates were scaled from a map and have
 DK6657.an estimated accuracy of +/- 6 seconds.
 DK6657
 DK6657.The orthometric height was determined by differential leveling and
 DK6657.adjusted by the NATIONAL GEODETIC SURVEY
 DK6657.in April 2009.
 DK6657
 DK6657.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6657.GEOID18 height accuracy estimate available here.
 DK6657
 DK6657.Click photographs - Photos may exist for this station.
 DK6657
 DK6657.The dynamic height is computed by dividing the NAVD 88
 DK6657.geopotential number by the normal gravity value computed on the
 DK6657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6657.degrees latitude (g = 980.6199 gals.).
 DK6657
 DK6657.The modeled gravity was interpolated from observed gravity values.
 DK6657
 DK6657;                    North         East    Units  Estimated Accuracy
 DK6657;SPC FL E     -   445,580.      227,260.      MT  (+/- 180 meters Scaled)
 DK6657
 DK6657_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM272365(NAD 83)
 DK6657
 DK6657                          SUPERSEDED SURVEY CONTROL
 DK6657
 DK6657.No superseded survey control is available for this station.
 DK6657
 DK6657_STAMPING: 1648 H 1996 RESET 2002
 DK6657_MARK LOGO: NGS
 DK6657_PROJECTION: RECESSED 20 CENTIMETERS
 DK6657_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6657+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2013
 DK6657_ROD/PIPE-DEPTH: 18.9 meters
 DK6657
 DK6657  HISTORY     - Date     Condition        Report By
 DK6657  HISTORY     - 2002     MONUMENTED       FLDEP
 DK6657  HISTORY     - 20060401 GOOD             FLDEP
 DK6657  HISTORY     - 20130129 GOOD             FL-009
 DK6657  HISTORY     - 20200710 MARK NOT FOUND   GEOCAC
 DK6657
 DK6657                          STATION DESCRIPTION
 DK6657
 DK6657'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6657'THE MARK IS IN COCOA IN THE LEE WENNER COUNTY PARK, NEAR THE SOUTHWEST
 DK6657'END OF THE  HUBERT HUMPHREY BRIDGE (KING STREET) ON THE WEST SIDE OF
 DK6657'THE INDIAN RIVER, IN SECTION 33,  TOWNSHIP 24 SOUTH, RANGE 36 EAST.
 DK6657'
 DK6657'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (NORTH COCOA
 DK6657'BOULEVARD) AND  STATE ROAD 520 (KING STREET) IN COCOA, GO EAST ON
 DK6657'STATE ROAD 520 (KING STREET) FOR 0.5 MI TO  THE INTERSECTION OF
 DK6657'RIVEREDGE BOULEVARD, TURN RIGHT AND GO SOUTH ON RIVEREDGE  BOULEVARD
 DK6657'FOR 0.05 MI TO THE ENTRANCE OF THE LEE WENNER COUNTY PARK ON THE LEFT,
 DK6657'TURN  LEFT AND GO EASTERLY FOR 0.O5 MI TO THE Y-JUNCTION, BEAR RIGHT
 DK6657'AND GO SOUTHEAST FOR 0.05  MI TO THE MARK ON THE RIGHT, A STAINLESS
 DK6657'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 62.0 FT  WITH AN NGS LOGO
 DK6657'CAP RECESSED 0.8 FT BELOW THE LEVEL OF THE GROUND, THE DATUM POINT IS
 DK6657'RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DK6657'
 DK6657'LOCATED ABOUT 596.0 FT SOUTHWEST OF SURVEY MARKS IWBV 115 AND 10.07,
 DK6657'ABOUT 430.0 FT  EAST-SOUTHEAST OF FLDOT SURVEY MARK 1648 G, 135.7 FT
 DK6657'SOUTH OF THE APPROXIMATE  CENTERLINE OF THE BOAT TRAILER PARKING AREA,
 DK6657'34.8 FT EAST OF THE CENTERLINE OF THE  ENTRANCE TO A T-SHAPED WOOD
 DK6657'DOCK, ABOUT 10.0 FT NORTH OF THE SOUTH BANK OF THE PARK  AND 4.1 FT
 DK6657'NORTH OF A CARSONITE WITNESS POST.
 DK6657'
 DK6657'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DK6657'
 DK6657'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DK6657
 DK6657                          STATION RECOVERY (2013)
 DK6657
 DK6657'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2013 (SRV)
 DK6657'RECOVERED IN GOOD CONDITION.
 DK6657
 DK6657                          STATION RECOVERY (2020)
 DK6657
 DK6657'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6657'THE AREA DESCRIBED HAS BEEN COVERED WITH LARGE BOULDERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK0117 ***********************************************************************
 AK0117  DESIGNATION -  872 1648 TIDAL 1 RESET
 AK0117  PID         -  AK0117
 AK0117  STATE/COUNTY-  FL/BREVARD
 AK0117  COUNTRY     -  US
 AK0117  USGS QUAD   -  COCOA (2018)
 AK0117
 AK0117                         *CURRENT SURVEY CONTROL
 AK0117  ______________________________________________________________________
 AK0117* NAD 83(1986) POSITION- 28 21 21.51   (N) 080 43 30.78   (W)   HD_HELD1
 AK0117* NAVD 88 ORTHO HEIGHT -     1.279 (meters)        4.20  (feet) ADJUSTED
 AK0117  ______________________________________________________________________
 AK0117  GEOID HEIGHT    -        -28.181 (meters)                     GEOID18
 AK0117  DYNAMIC HEIGHT  -          1.277 (meters)        4.19  (feet) COMP
 AK0117  MODELED GRAVITY -    979,204.5   (mgal)                       NAVD 88
 AK0117
 AK0117  VERT ORDER      -  FIRST     CLASS II
 AK0117
 AK0117.The horizontal coordinates were determined by differentially corrected
 AK0117.hand held GPS observations or other comparable positioning techniques
 AK0117.and have an estimated accuracy of +/- 3 meters.
 AK0117
 AK0117.The orthometric height was determined by differential leveling and
 AK0117.adjusted by the NATIONAL GEODETIC SURVEY
 AK0117.in April 2009.
 AK0117
 AK0117.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK0117.GEOID18 height accuracy estimate available here.
 AK0117
 AK0117.Click photographs - Photos may exist for this station.
 AK0117
 AK0117.The dynamic height is computed by dividing the NAVD 88
 AK0117.geopotential number by the normal gravity value computed on the
 AK0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK0117.degrees latitude (g = 980.6199 gals.).
 AK0117
 AK0117.The modeled gravity was interpolated from observed gravity values.
 AK0117
 AK0117;                    North         East    Units  Estimated Accuracy
 AK0117;SPC FL E     -   445,687.3     226,937.3     MT  (+/- 3 meters HH1 GPS) 
 AK0117
 AK0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM2692836667(NAD 83)
 AK0117
 AK0117                          SUPERSEDED SURVEY CONTROL
 AK0117
 AK0117  NAVD 88 (09/06/96)    1.277  (m)            4.19   (f) SUPERSEDED  2 1
 AK0117  NGVD 29 (??/??/??)    1.70   (m)            5.6    (f) RESET       3  
 AK0117  NGVD 29 (09/01/92)    1.695  (m)            5.56   (f) ADJUSTED    2 1
 AK0117
 AK0117.Superseded values are not recommended for survey control.
 AK0117
 AK0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK0117.See file dsdata.pdf to determine how the superseded data were derived.
 AK0117
 AK0117_MARKER: DB = BENCH MARK DISK
 AK0117_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK0117+WITH SETTING: PAVEMENT
 AK0117_SP_SET: SIGN BASE
 AK0117_STAMPING: NO 1 1941 RESET 1969
 AK0117_MARK LOGO: CGS
 AK0117_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK0117+STABILITY: SURFACE MOTION
 AK0117_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK0117+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2020
 AK0117
 AK0117  HISTORY     - Date     Condition        Report By
 AK0117  HISTORY     - 1969     MONUMENTED       CGS
 AK0117  HISTORY     - 1984     GOOD             USPSQD
 AK0117  HISTORY     - 1986     GOOD             FLDNR
 AK0117  HISTORY     - 1987     GOOD             USPSQD
 AK0117  HISTORY     - 1989     GOOD             USPSQD
 AK0117  HISTORY     - 1990     GOOD             USPSQD
 AK0117  HISTORY     - 19941215 GOOD             USPSQD
 AK0117  HISTORY     - 20020414 GOOD             USPSQD
 AK0117  HISTORY     - 20031103 GOOD             USPSQD
 AK0117  HISTORY     - 20050620 GOOD             FL-009
 AK0117  HISTORY     - 20060310 GOOD             USPSQD
 AK0117  HISTORY     - 20060401 GOOD             FLDEP
 AK0117  HISTORY     - 20090118 GOOD             GEOCAC
 AK0117  HISTORY     - 20130204 GOOD             FL-009
 AK0117  HISTORY     - 20200203 GOOD             GEOCAC
 AK0117
 AK0117                          STATION DESCRIPTION
 AK0117
 AK0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AK0117'IN COCOA.
 AK0117'ON PROPERTY OF THE CENTRAL BREVARD NATIONAL BANK IN THE NORTHEAST
 AK0117'QUADRANT OF THE INTERSECTION OF DELANNOY AVE. AND KING STREET
 AK0117'(STATE HIGHWAY 520), 33 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 AK0117'CORNER OF THE BANK BUILDING, 31 FEET EAST OF EAST CURB OF
 AK0117'DELANNOY AVE., 21 FEET NORTHEAST OF MANHOLE COVER IN SIDEWALK
 AK0117'AT NORTHEAST CORNER OF INTERSECTION, 18.5 FEET NORTH OF NORTH
 AK0117'CURB OF KING STREET, SET IN A DRILLED HOLE IN A 6 X 9-FOOT
 AK0117'CONCRETE SLAB WHICH PROJECTS 4-INCHES AND IS THE BASE FOR THE
 AK0117'BANK ADVERTISING SIGN.  TIDAL STA 1-52.
 AK0117
 AK0117                          STATION RECOVERY (1984)
 AK0117
 AK0117'RECOVERY NOTE BY US POWER SQUADRON 1984
 AK0117'BANK SIGN NO LONGER EXISTS. CONCRETE BASE STILL IN PLACE. BANK
 AK0117'CHANGED NAME TO SUN BANK.
 AK0117
 AK0117                          STATION RECOVERY (1986)
 AK0117
 AK0117'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK0117'RECOVERED IN GOOD CONDITION.
 AK0117
 AK0117                          STATION RECOVERY (1987)
 AK0117
 AK0117'RECOVERY NOTE BY US POWER SQUADRON 1987 (GVK)
 AK0117'RECOVERED IN GOOD CONDITION.
 AK0117
 AK0117                          STATION RECOVERY (1989)
 AK0117
 AK0117'RECOVERY NOTE BY US POWER SQUADRON 1989 (IEE)
 AK0117'RECOVERED IN GOOD CONDITION.
 AK0117
 AK0117                          STATION RECOVERY (1990)
 AK0117
 AK0117'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK0117'RECOVERED IN GOOD CONDITION.
 AK0117
 AK0117                          STATION RECOVERY (1994)
 AK0117
 AK0117'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK0117'RECOVERED IN GOOD CONDITION.
 AK0117
 AK0117                          STATION RECOVERY (2002)
 AK0117
 AK0117'RECOVERY NOTE BY US POWER SQUADRON 2002 (GVK)
 AK0117'RECOVERED IN GOOD CONDITION.
 AK0117
 AK0117                          STATION RECOVERY (2003)
 AK0117
 AK0117'RECOVERY NOTE BY US POWER SQUADRON 2003 (GVK)
 AK0117'RECOVERED IN GOOD CONDITION.
 AK0117
 AK0117                          STATION RECOVERY (2005)
 AK0117
 AK0117'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2005 (SRV)
 AK0117'RECOVERED IN GOOD CONDITION.
 AK0117
 AK0117                          STATION RECOVERY (2006)
 AK0117
 AK0117'RECOVERY NOTE BY US POWER SQUADRON 2006 (MAM)
 AK0117'BANK NAME IS NOW SUNTRUST.
 AK0117'A WHITE WITNESS POST IS LOCATED APPROXIMATELY 1.5' WEST OF MARK.
 AK0117
 AK0117                          STATION RECOVERY (2006)
 AK0117
 AK0117'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK0117'RECOVERED AS DESCRIBED.
 AK0117
 AK0117                          STATION RECOVERY (2009)
 AK0117
 AK0117'RECOVERY NOTE BY GEOCACHING 2009 (EP)
 AK0117'THE MARK IS 18 INCHES EAST OF AN ORANGE COLORED WITNESS POST.  THERE
 AK0117'ARE TWO 1.5 X 2 X3 FOOT COQUINA ROCKS ON THE CONCRETE SLAB ADJACENT TO
 AK0117
 AK0117                          STATION RECOVERY (2013)
 AK0117
 AK0117'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2013 (SRV)
 AK0117'RECOVERED IN GOOD CONDITION.
 AK0117
 AK0117                          STATION RECOVERY (2020)
 AK0117
 AK0117'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK0117'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2723 ***********************************************************************
 AK2723  TIDAL BM    -  This is a Tidal Bench Mark.
 AK2723  DESIGNATION -  872 1648 TIDAL 3
 AK2723  PID         -  AK2723
 AK2723  STATE/COUNTY-  FL/BREVARD
 AK2723  COUNTRY     -  US
 AK2723  USGS QUAD   -  COCOA (2018)
 AK2723
 AK2723                         *CURRENT SURVEY CONTROL
 AK2723  ______________________________________________________________________
 AK2723* NAD 83(1986) POSITION- 28 21 18.     (N) 080 43 31.     (W)   SCALED
 AK2723* NAVD 88 ORTHO HEIGHT -     1.759 (meters)        5.77  (feet) ADJUSTED
 AK2723  ______________________________________________________________________
 AK2723  GEOID HEIGHT    -        -28.181 (meters)                     GEOID18
 AK2723  DYNAMIC HEIGHT  -          1.757 (meters)        5.76  (feet) COMP
 AK2723  MODELED GRAVITY -    979,204.5   (mgal)                       NAVD 88
 AK2723
 AK2723  VERT ORDER      -  FIRST     CLASS I
 AK2723
 AK2723.The horizontal coordinates were scaled from a map and have
 AK2723.an estimated accuracy of +/- 6 seconds.
 AK2723
 AK2723.The orthometric height was determined by differential leveling and
 AK2723.adjusted by the NATIONAL GEODETIC SURVEY
 AK2723.in June 1991.
 AK2723
 AK2723.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2723.GEOID18 height accuracy estimate available here.
 AK2723
 AK2723.This Tidal Bench Mark is designated as VM 14209
 AK2723.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK2723
 AK2723.Click photographs - Photos may exist for this station.
 AK2723
 AK2723.The dynamic height is computed by dividing the NAVD 88
 AK2723.geopotential number by the normal gravity value computed on the
 AK2723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2723.degrees latitude (g = 980.6199 gals.).
 AK2723
 AK2723.The modeled gravity was interpolated from observed gravity values.
 AK2723
 AK2723;                    North         East    Units  Estimated Accuracy
 AK2723;SPC FL E     -   445,580.      226,930.      MT  (+/- 180 meters Scaled)
 AK2723
 AK2723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM269365(NAD 83)
 AK2723
 AK2723                          SUPERSEDED SURVEY CONTROL
 AK2723
 AK2723  NGVD 29 (??/??/92)    2.182  (m)            7.16   (f) SUPERSEDED  1 1
 AK2723  NGVD 29 (09/01/92)    2.177  (m)            7.14   (f) ADJUSTED    1 1
 AK2723
 AK2723.Superseded values are not recommended for survey control.
 AK2723
 AK2723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2723.See file dsdata.pdf to determine how the superseded data were derived.
 AK2723
 AK2723_MARKER: DB = BENCH MARK DISK
 AK2723_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK2723_SP_SET: CURB
 AK2723_STAMPING: NO 3 1941
 AK2723_MARK LOGO: CGS
 AK2723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2723
 AK2723  HISTORY     - Date     Condition        Report By
 AK2723  HISTORY     - 1941     MONUMENTED       CGS
 AK2723  HISTORY     - 1965     GOOD             CGS
 AK2723  HISTORY     - 1973     GOOD             NGS
 AK2723  HISTORY     - 1986     GOOD             FLDNR
 AK2723  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AK2723  HISTORY     - 19941215 MARK NOT FOUND   USPSQD
 AK2723  HISTORY     - 20040223 MARK NOT FOUND   USPSQD
 AK2723  HISTORY     - 20200710 MARK NOT FOUND   GEOCAC
 AK2723
 AK2723                          STATION DESCRIPTION
 AK2723
 AK2723'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AK2723'AT COCOA.
 AK2723'AT COCOA, ON TOP OF THE WEST CURB OF BREVARD AVENUE, NEAR THE
 AK2723'INTERSECTION OF WILLARD STREET, 18 FEET WEST OF THE CENTER LINE
 AK2723'OF THE AVENUE, 13 FEET NORTH OF THE NORTH CURB OF WILLARD
 AK2723'STREET AND ABOUT LEVEL WITH THE SIDEWALK.  INDIAN RIVER.
 AK2723
 AK2723                          STATION RECOVERY (1973)
 AK2723
 AK2723'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AK2723'RECOVERED IN GOOD CONDITION.
 AK2723
 AK2723                          STATION RECOVERY (1986)
 AK2723
 AK2723'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK2723'RECOVERED IN GOOD CONDITION.
 AK2723
 AK2723                          STATION RECOVERY (1990)
 AK2723
 AK2723'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK2723'MARK NOT FOUND.
 AK2723
 AK2723                          STATION RECOVERY (1994)
 AK2723
 AK2723'RECOVERY NOTE BY US POWER SQUADRON 1994
 AK2723'MARK NOT FOUND.
 AK2723
 AK2723                          STATION RECOVERY (2004)
 AK2723
 AK2723'RECOVERY NOTE BY US POWER SQUADRON 2004 (GVK)
 AK2723'MARK NOT FOUND.
 AK2723
 AK2723                          STATION RECOVERY (2020)
 AK2723
 AK2723'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK2723'THE CURB HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6617 ***********************************************************************
 DK6617  TIDAL BM    -  This is a Tidal Bench Mark.
 DK6617  DESIGNATION -  872 1649 A
 DK6617  PID         -  DK6617
 DK6617  STATE/COUNTY-  FL/BREVARD
 DK6617  COUNTRY     -  US
 DK6617  USGS QUAD   -  COCOA BEACH (2018)
 DK6617
 DK6617                         *CURRENT SURVEY CONTROL
 DK6617  ______________________________________________________________________
 DK6617* NAD 83(1986) POSITION- 28 22 03.30   (N) 080 36 13.13   (W)   HD_HELD1
 DK6617* NAVD 88 ORTHO HEIGHT -     2.679 (meters)        8.79  (feet) ADJUSTED
 DK6617  ______________________________________________________________________
 DK6617  GEOID HEIGHT    -        -28.259 (meters)                     GEOID18
 DK6617  DYNAMIC HEIGHT  -          2.675 (meters)        8.78  (feet) COMP
 DK6617  MODELED GRAVITY -    979,214.4   (mgal)                       NAVD 88
 DK6617
 DK6617  VERT ORDER      -  FIRST     CLASS II
 DK6617
 DK6617.The horizontal coordinates were determined by differentially corrected
 DK6617.hand held GPS observations or other comparable positioning techniques
 DK6617.and have an estimated accuracy of +/- 3 meters.
 DK6617
 DK6617.The orthometric height was determined by differential leveling and
 DK6617.adjusted by the NATIONAL GEODETIC SURVEY
 DK6617.in April 2009.
 DK6617
 DK6617.No vertical observational check was made to the station.
 DK6617
 DK6617.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6617.GEOID18 height accuracy estimate available here.
 DK6617
 DK6617.This Tidal Bench Mark is designated as VM 12684
 DK6617.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK6617
 DK6617.Click photographs - Photos may exist for this station.
 DK6617
 DK6617.The dynamic height is computed by dividing the NAVD 88
 DK6617.geopotential number by the normal gravity value computed on the
 DK6617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6617.degrees latitude (g = 980.6199 gals.).
 DK6617
 DK6617.The modeled gravity was interpolated from observed gravity values.
 DK6617
 DK6617;                    North         East    Units  Estimated Accuracy
 DK6617;SPC FL E     -   447,006.9     238,850.8     MT  (+/- 3 meters HH1 GPS) 
 DK6617
 DK6617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3883737986(NAD 83)
 DK6617
 DK6617                          SUPERSEDED SURVEY CONTROL
 DK6617
 DK6617.No superseded survey control is available for this station.
 DK6617
 DK6617_MARKER: DB = BENCH MARK DISK
 DK6617_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6617_SP_SET: PAD
 DK6617_STAMPING: 1649 A 1994
 DK6617_MARK LOGO: NOS
 DK6617_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6617+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2020
 DK6617
 DK6617  HISTORY     - Date     Condition        Report By
 DK6617  HISTORY     - 1994     MONUMENTED       NOS
 DK6617  HISTORY     - 20050818 GOOD             FLDEP
 DK6617  HISTORY     - 20060328 GOOD             FLDEP
 DK6617  HISTORY     - 20100113 GOOD             GEOCAC
 DK6617  HISTORY     - 20170111 GOOD             NGS
 DK6617  HISTORY     - 20180321 GOOD             FLDEP
 DK6617  HISTORY     - 20200501 GOOD             GEOCAC
 DK6617  HISTORY     - 20200810 GOOD             GEOCAC
 DK6617
 DK6617                          STATION DESCRIPTION
 DK6617
 DK6617'DESCRIBED BY FL DEPT OF ENV PRO 2005 (WDM)
 DK6617'THE MARK IS IN COCOA BEACH, IN SECTION 26, TOWNSHIP 24 SOUTH, RANGE 37
 DK6617'EAST.
 DK6617'
 DK6617'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 520 (COCOA BEACH
 DK6617'CAUSEWAY) AND STATE ROAD A1A (ATLANTIC AVENUE) IN COCOA BEACH, GO
 DK6617'NORTH ON STATE ROAD A1A ATLANTIC AVENUE) FOR 0.75 MI (1.2 KM) TO THE
 DK6617'INTERSECTION OF MEADE AVENUE.  TURN RIGHT ON MEADE AVENUE AND GO EAST
 DK6617'FOR 0.05 TO THE INTERSECTION OF OCEAN BEACH BOULEVARD.  CONTINUE EAST
 DK6617'ON MEADE AVENUE FOR ABOUT 200.0 FT (61.0 M) TO THE MARK ON THE RIGHT,
 DK6617'SET FLUSH IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE GARBAGE
 DK6617'DUMPSTER PAD ABOUT 0.3 FT (9 CM) ABOVE THE LEVEL OF THE GROUND.
 DK6617'
 DK6617'LOCATED 123.7 FT (37.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF MEADE
 DK6617'AVENUE, 84.0 FT (25.6 M) WEST OF THE MOST WESTERLY OF TWO LIGHT POLES
 DK6617'IN THE SOUTH END OF THE PARKING LOT AND 17.1 FT (5.2 M) EAST OF THE
 DK6617'WEST END OF THE CONCRETE PAD.
 DK6617
 DK6617                          STATION RECOVERY (2006)
 DK6617
 DK6617'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6617'THE MARK IS IN COCOA BEACH, IN SECTION 26, TOWNSHIP 24 SOUTH, RANGE 37
 DK6617'EAST.
 DK6617'
 DK6617'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 520 AND STATE
 DK6617'HIGHWAY A1A IN  COCOA BEACH, GO NORTH ON STATE HIGHWAY A1A (ATLANTIC
 DK6617'AVENUE) FOR 0.75 MI TO THE JUNCTION  OF MEADE AVENUE ON THE RIGHT,
 DK6617'TURN RIGHT ON MEADE AVENUE AND GO EAST FOR ABOUT 100.0  FT AND THE
 DK6617'MARK ON THE LEFT, SET IN THE TOP OF AND NEAR THE NORTHEAST CORNER OF A
 DK6617'CONCRETE DUMPSTER PAD FLUSH WITH THE SURFACE AND PROJECTING 0.3 FT
 DK6617'ABOVE THE LEVEL OF  THE GROUND.
 DK6617'
 DK6617'LOCATED 123.7 FT SOUTH OF THE APPROXIMATE CENTERLINE OF MEADE AVENUE,
 DK6617'84.0 FT WEST OF  THE MOST WESTERLY OF TWO LIGHT POLES IN THE SOUTH END
 DK6617'OF THE PARKING LOT AND 17.1 FT  EAST OF THE WEST END OF THE CONCRETE
 DK6617'PAD.
 DK6617
 DK6617                          STATION RECOVERY (2010)
 DK6617
 DK6617'RECOVERY NOTE BY GEOCACHING 2010 (EP)
 DK6617'RECOVERED IN GOOD CONDITION AT LISTED COORDINATES WITH SIGNS OF RECENT
 DK6617'USE.  CONCRETE PAD IS NO LONGER USED AS DUMPSTER BASE AND IS AT
 DK6617'SOUTHERN EDGE OF THE PAVED SECTION OF PARKING LOT FOR THE COCOA BEACH
 DK6617'PIER.
 DK6617'THE MARK IS FLUSH WITH THE GROUND AND EMBEDDED IN THE NE CORNER OF THE
 DK6617'CONCRETE PAD AND 10 FEET NORTH OF A LINE OF THREE UTILITY POLES.  THE
 DK6617'EASTERNMOS TPOLE OF THE THREE IS FOUR FEET HIGH AND HAS A ONE INCH
 DK6617'HOLE THROUGH IT TWO FEET ABOVE THE GROUND STRUNG WITH ORANGE TAPE. THE
 DK6617'MIDDLE POLE HAS TWO ELECTRIC POWER BOXES AND A SINGLE LIGHT ON THE
 DK6617'EAST SIDE.
 DK6617
 DK6617                          STATION RECOVERY (2017)
 DK6617
 DK6617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 DK6617'LOCATED IN THE PARKING LOT OF COCOA BEACH PIER.
 DK6617
 DK6617                          STATION RECOVERY (2018)
 DK6617
 DK6617'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (JRH)
 DK6617'RECOVERED IN GOOD CONDITION.
 DK6617
 DK6617                          STATION RECOVERY (2020)
 DK6617
 DK6617'RECOVERY NOTE BY GEOCACHING 2020 (EDP)
 DK6617'RECOVERED IN GOOD CONDITION.
 DK6617
 DK6617                          STATION RECOVERY (2020)
 DK6617
 DK6617'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6617'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6618 ***********************************************************************
 DK6618  TIDAL BM    -  This is a Tidal Bench Mark.
 DK6618  DESIGNATION -  872 1649 B
 DK6618  PID         -  DK6618
 DK6618  STATE/COUNTY-  FL/BREVARD
 DK6618  COUNTRY     -  US
 DK6618  USGS QUAD   -  COCOA BEACH (2018)
 DK6618
 DK6618                         *CURRENT SURVEY CONTROL
 DK6618  ______________________________________________________________________
 DK6618* NAD 83(1986) POSITION- 28 22 04.39   (N) 080 36 14.85   (W)   HD_HELD1
 DK6618* NAVD 88 ORTHO HEIGHT -     2.143 (meters)        7.03  (feet) ADJUSTED
 DK6618  ______________________________________________________________________
 DK6618  GEOID HEIGHT    -        -28.258 (meters)                     GEOID18
 DK6618  DYNAMIC HEIGHT  -          2.140 (meters)        7.02  (feet) COMP
 DK6618  MODELED GRAVITY -    979,214.5   (mgal)                       NAVD 88
 DK6618
 DK6618  VERT ORDER      -  FIRST     CLASS II
 DK6618
 DK6618.The horizontal coordinates were determined by differentially corrected
 DK6618.hand held GPS observations or other comparable positioning techniques
 DK6618.and have an estimated accuracy of +/- 3 meters.
 DK6618
 DK6618.The orthometric height was determined by differential leveling and
 DK6618.adjusted by the NATIONAL GEODETIC SURVEY
 DK6618.in April 2009.
 DK6618
 DK6618.No vertical observational check was made to the station.
 DK6618
 DK6618.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6618.GEOID18 height accuracy estimate available here.
 DK6618
 DK6618.This Tidal Bench Mark is designated as VM 12685
 DK6618.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK6618
 DK6618.Click photographs - Photos may exist for this station.
 DK6618
 DK6618.The dynamic height is computed by dividing the NAVD 88
 DK6618.geopotential number by the normal gravity value computed on the
 DK6618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6618.degrees latitude (g = 980.6199 gals.).
 DK6618
 DK6618.The modeled gravity was interpolated from observed gravity values.
 DK6618
 DK6618;                    North         East    Units  Estimated Accuracy
 DK6618;SPC FL E     -   447,040.3     238,803.8     MT  (+/- 3 meters HH1 GPS) 
 DK6618
 DK6618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3879038019(NAD 83)
 DK6618
 DK6618                          SUPERSEDED SURVEY CONTROL
 DK6618
 DK6618.No superseded survey control is available for this station.
 DK6618
 DK6618_MARKER: DJ = TIDAL STATION DISK
 DK6618_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6618_SP_SET: DRAIN
 DK6618_STAMPING: 1649 B 1994
 DK6618_MARK LOGO: NOS
 DK6618_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6618_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6618+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2024
 DK6618
 DK6618  HISTORY     - Date     Condition        Report By
 DK6618  HISTORY     - 1994     MONUMENTED       NOS
 DK6618  HISTORY     - 20050818 GOOD             FLDEP
 DK6618  HISTORY     - 20060328 GOOD             FLDEP
 DK6618  HISTORY     - 20100113 GOOD             GEOCAC
 DK6618  HISTORY     - 20180322 GOOD             FLDEP
 DK6618  HISTORY     - 20200501 GOOD             GEOCAC
 DK6618  HISTORY     - 20200810 GOOD             GEOCAC
 DK6618  HISTORY     - 20240110 GOOD             USPSQD
 DK6618
 DK6618                          STATION DESCRIPTION
 DK6618
 DK6618'DESCRIBED BY FL DEPT OF ENV PRO 2005 (WDM)
 DK6618'THE MARK IS IN COCOA BEACH, IN SECTION 26, TOWNSHIP 24 SOUTH, RANGE 37
 DK6618'EAST.
 DK6618'
 DK6618'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 520 (COCOA BEACH
 DK6618'CAUSEWAY) AND  STATE ROAD A1A (ATLANTIC AVENUE) IN COCOA BEACH, GO
 DK6618'NORTH ON STATE ROAD A1A ATLANTIC AVENUE) FOR 0.75 MI (1.2 KM) TO THE
 DK6618'INTERSECTION OF MEADE AVENUE.  TURN RIGHT ON MEADE  AVENUE AND GO EAST
 DK6618'FOR 0.05 TO THE INTERSECTION OF OCEAN BEACH BOULEVARD.  CONTINUE  EAST
 DK6618'ON MEADE AVENUE FOR ABOUT 50.0 FT (15.2 M) TO THE MARK ON THE RIGHT,
 DK6618'SET FLUSH IN THE TOP  OF THE CONCRETE DRAIN BOX ABOUT 0.5 FT (0.2 M)
 DK6618'ABOVE THE LEVEL OF MEADE AVENUE.
 DK6618'
 DK6618'LOCATED 53.8 FT (16.4 M) EAST OF THE APPROXIMATE CENTERLINE OF OCEAN
 DK6618'BEACH BOULEVARD, 32.8 FT (10.0 M)  NORTH-NORTHEAST OF A 1.0 FT (0.3 M)
 DK6618'SQUARE CONCRETE POWER POLE WITH A LIGHT ATTACHED AND 14.4  FT SOUTH OF
 DK6618'THE APPROXIMATE CENTERLINE OF MEADE AVENUE.
 DK6618
 DK6618                          STATION RECOVERY (2006)
 DK6618
 DK6618'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6618'THE MARK IS IN COCOA BEACH, IN SECTION 26, TOWNSHIP 24 SOUTH, RANGE 37
 DK6618'EAST.
 DK6618'
 DK6618'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 520 AND STATE
 DK6618'HIGHWAY A1A IN  COCOA BEACH, GO NORTH ON STATE HIGHWAY A1A (ATLANTIC
 DK6618'AVENUE) FOR 0.75 MI TO THE JUNCTION  OF MEADE AVENUE ON THE RIGHT,
 DK6618'TURN RIGHT ON MEADE AVENUE AND GO EAST FOR 0.05 MI TO THE
 DK6618'INTERSECTION OF OCEAN BEACH BOULEVARD AND THE MARK ON THE RIGHT, SET
 DK6618'FLUSH IN THE TOP  OF A CONCRETE DRAIN PROJECTING 0.5 FT ABOVE THE
 DK6618'LEVEL OF MEADE AVENUE.
 DK6618'
 DK6618'LOCATED 53.8 FT EAST OF THE APPROXIMATE CENTERLINE OF OCEAN BEACH
 DK6618'BOULEVARD, 32.8 FT  NORTH-NORTHEAST OF A 1.0 FT SQUARE CONCRETE POWER
 DK6618'POLE WITH ONE LIGHT ATTACHED AND  14.4 FT SOUTH OF THE APPROXIMATE
 DK6618'CENTERLINE OF MEADE AVENUE.
 DK6618
 DK6618                          STATION RECOVERY (2010)
 DK6618
 DK6618'RECOVERY NOTE BY GEOCACHING 2010 (EP)
 DK6618'RECOVERED AT LISTED COORDINATES AND AT LOCATION DESCRIBED EXCEPT THAT
 DK6618'MARK IS EAST OF 1 FOOT SQUARE CONCRETE POWER POLE (NOT
 DK6618'NORTH-NORTHEAST).
 DK6618
 DK6618                          STATION RECOVERY (2018)
 DK6618
 DK6618'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (JRH)
 DK6618'RECOVERED IN GOOD CONDITION.
 DK6618
 DK6618                          STATION RECOVERY (2020)
 DK6618
 DK6618'RECOVERY NOTE BY GEOCACHING 2020 (EDP)
 DK6618'RECOVERED IN GOOD CONDITION.
 DK6618
 DK6618                          STATION RECOVERY (2020)
 DK6618
 DK6618'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6618'THE MARK IS SET IN THE NORTHWEST CORNER OF THE DRAIN BOX.
 DK6618
 DK6618                          STATION RECOVERY (2024)
 DK6618
 DK6618'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 DK6618'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6619 ***********************************************************************
 DK6619  TIDAL BM    -  This is a Tidal Bench Mark.
 DK6619  DESIGNATION -  872 1649 C
 DK6619  PID         -  DK6619
 DK6619  STATE/COUNTY-  FL/BREVARD
 DK6619  COUNTRY     -  US
 DK6619  USGS QUAD   -  COCOA BEACH (2018)
 DK6619
 DK6619                         *CURRENT SURVEY CONTROL
 DK6619  ______________________________________________________________________
 DK6619* NAD 83(1986) POSITION- 28 22 04.40   (N) 080 36 17.92   (W)   HD_HELD1
 DK6619* NAVD 88 ORTHO HEIGHT -     2.476 (meters)        8.12  (feet) ADJUSTED
 DK6619  ______________________________________________________________________
 DK6619  GEOID HEIGHT    -        -28.258 (meters)                     GEOID18
 DK6619  DYNAMIC HEIGHT  -          2.473 (meters)        8.11  (feet) COMP
 DK6619  MODELED GRAVITY -    979,214.4   (mgal)                       NAVD 88
 DK6619
 DK6619  VERT ORDER      -  FIRST     CLASS II
 DK6619
 DK6619.The horizontal coordinates were determined by differentially corrected
 DK6619.hand held GPS observations or other comparable positioning techniques
 DK6619.and have an estimated accuracy of +/- 3 meters.
 DK6619
 DK6619.The orthometric height was determined by differential leveling and
 DK6619.adjusted by the NATIONAL GEODETIC SURVEY
 DK6619.in April 2009.
 DK6619
 DK6619.No vertical observational check was made to the station.
 DK6619
 DK6619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6619.GEOID18 height accuracy estimate available here.
 DK6619
 DK6619.This Tidal Bench Mark is designated as VM 12686
 DK6619.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK6619
 DK6619.Click photographs - Photos may exist for this station.
 DK6619
 DK6619.The dynamic height is computed by dividing the NAVD 88
 DK6619.geopotential number by the normal gravity value computed on the
 DK6619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6619.degrees latitude (g = 980.6199 gals.).
 DK6619
 DK6619.The modeled gravity was interpolated from observed gravity values.
 DK6619
 DK6619;                    North         East    Units  Estimated Accuracy
 DK6619;SPC FL E     -   447,040.3     238,720.3     MT  (+/- 3 meters HH1 GPS) 
 DK6619
 DK6619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3870738019(NAD 83)
 DK6619
 DK6619                          SUPERSEDED SURVEY CONTROL
 DK6619
 DK6619.No superseded survey control is available for this station.
 DK6619
 DK6619_MARKER: F = FLANGE-ENCASED ROD
 DK6619_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6619_STAMPING: 1649 C 1994
 DK6619_MARK LOGO: NOS
 DK6619_PROJECTION: RECESSED 10 CENTIMETERS
 DK6619_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6619_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6619+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2024
 DK6619_ROD/PIPE-DEPTH: 11.0 meters
 DK6619
 DK6619  HISTORY     - Date     Condition        Report By
 DK6619  HISTORY     - 1994     MONUMENTED       NOS
 DK6619  HISTORY     - 20050818 GOOD             FLDEP
 DK6619  HISTORY     - 20060328 GOOD             FLDEP
 DK6619  HISTORY     - 20100113 MARK NOT FOUND   GEOCAC
 DK6619  HISTORY     - 20170111 GOOD             NGS
 DK6619  HISTORY     - 20180322 GOOD             FLDEP
 DK6619  HISTORY     - 20200501 GOOD             GEOCAC
 DK6619  HISTORY     - 20200810 GOOD             GEOCAC
 DK6619  HISTORY     - 20240110 GOOD             USPSQD
 DK6619
 DK6619                          STATION DESCRIPTION
 DK6619
 DK6619'DESCRIBED BY FL DEPT OF ENV PRO 2005 (WDM)
 DK6619'THE MARK IS IN COCOA BEACH, IN SECTION 26, TOWNSHIP 24 SOUTH, RANGE 37
 DK6619'EAST.
 DK6619'
 DK6619'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 520 (COCOA BEACH
 DK6619'CAUSEWAY) AND STATE ROAD A1A (ATLANTIC AVENUE) IN COCOA BEACH, GO
 DK6619'NORTH ON STATE ROAD A1A ATLANTIC AVENUE) FOR 0.75 MI (1.2 KM) TO THE
 DK6619'INTERSECTION OF MEADE AVENUE.  TURN RIGHT ON MEADE AVENUE AND GO EAST
 DK6619'FOR ABOUT 175.0 FT (53.3 M) TO THE MARK ON THE RIGHT, A BRASS NOS DISK
 DK6619'CRIMPED TO A STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH AN
 DK6619'NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND.
 DK6619'
 DK6619'LOCATED 173.9 FT (53.0 M) EAST OF THE NORTH CURB OF STATE ROAD A1A,
 DK6619'66.6 FT (20.3 M) NORTHWEST OF THE NORTHWEST CORNER OF THE ECONO LODGE
 DK6619'MOTEL BUILDING, 14.4 FT (4.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DK6619'MEADE AVENUE AND 7.2 FT (2.2 M) NORTHWEST OF A 1.0 FT (0.3 M) SQUARE
 DK6619'CONCRETE POWER POLE WITH A LIGHT ATTACHED.
 DK6619'
 DK6619'NOTE ACCESS TO THE DISK IS HAD THROUGH A 5-INCH (13 CM) NATIONAL
 DK6619'GEODETIC SURVEY LOGO CAP.
 DK6619
 DK6619                          STATION RECOVERY (2006)
 DK6619
 DK6619'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6619'THE MARK IS IN COCOA BEACH, IN SECTION 26, TOWNSHIP 24 SOUTH, RANGE 37
 DK6619'EAST.
 DK6619'
 DK6619'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 520 AND STATE
 DK6619'HIGHWAY A1A IN  COCOA BEACH, GO NORTH ON STATE HIGHWAY A1A (ATLANTIC
 DK6619'AVENUE) FOR 0.75 MI TO THE JUNCTION  OF MEADE AVENUE ON THE RIGHT,
 DK6619'TURN RIGHT ON MEADE AVENUE AND GO EAST FOR ABOUT 175.0  FT TO MARK ON
 DK6619'THE RIGHT, A NOS BRASS DISK CRIMPED TO A STAINLESS STEEL ROD DRIVEN
 DK6619'INTO  THE GROUND WITH A NGS LOGO CAP RECESSED 0.1 FT BELOW THE LEVEL
 DK6619'OF THE GROUND AND  ABOUT 0.5 FT ABOVE THE LEVEL OF MEADE AVENUE.
 DK6619'
 DK6619'LOCATED 173.9 FT EAST OF THE NORTH CURB OF STATE HIGHWAY A1A, 66.6 FT
 DK6619'NORTHWEST OF THE  NORTHWEST CORNER OF THE MOTEL BUILDING, 14.4 FT
 DK6619'SOUTH OF THE APPROXIMATE CENTERLINE  OF MEADE AVENUE AND 7.2 FT
 DK6619'NORTHWEST OF A 1.0 FT SQUARE CONCRETE POWER POLE WITH ONE  LIGHT
 DK6619'ATTACHED.
 DK6619'
 DK6619'NOTE ACCESS TO THE NOS DISK IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DK6619
 DK6619                          STATION RECOVERY (2010)
 DK6619
 DK6619'RECOVERY NOTE BY GEOCACHING 2010 (EP)
 DK6619'AREA LOCATED AND PROBED TO A DEPTH OF TWO INCHES BUT MARK NOT FOUND.
 DK6619'SURFACE IS COVERED WITH THICK LAYER OF GRASS.  DEEPER PROBING OR
 DK6619'DIGGING LIKELY REQUIRE FOR RECOVERY.
 DK6619
 DK6619                          STATION RECOVERY (2017)
 DK6619
 DK6619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 DK6619'RECOVERED IN GOOD CONDITION.
 DK6619
 DK6619                          STATION RECOVERY (2018)
 DK6619
 DK6619'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (JRH)
 DK6619'RECOVERED IN GOOD CONDITION.
 DK6619
 DK6619                          STATION RECOVERY (2020)
 DK6619
 DK6619'RECOVERY NOTE BY GEOCACHING 2020 (EDP)
 DK6619'CAP IS NO LONGER ATTACHED TO TUBE BUT IS PRESENT.
 DK6619
 DK6619                          STATION RECOVERY (2020)
 DK6619
 DK6619'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6619'RECOVERED IN GOOD CONDITION.
 DK6619
 DK6619                          STATION RECOVERY (2024)
 DK6619
 DK6619'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 DK6619'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6620 ***********************************************************************
 DK6620  TIDAL BM    -  This is a Tidal Bench Mark.
 DK6620  DESIGNATION -  872 1649 D
 DK6620  PID         -  DK6620
 DK6620  STATE/COUNTY-  FL/BREVARD
 DK6620  COUNTRY     -  US
 DK6620  USGS QUAD   -  COCOA BEACH (2018)
 DK6620
 DK6620                         *CURRENT SURVEY CONTROL
 DK6620  ______________________________________________________________________
 DK6620* NAD 83(1986) POSITION- 28 22 10.6    (N) 080 36 15.2    (W)   HD_HELD2
 DK6620* NAVD 88 ORTHO HEIGHT -     2.357 (meters)        7.73  (feet) ADJUSTED
 DK6620  ______________________________________________________________________
 DK6620  GEOID HEIGHT    -        -28.257 (meters)                     GEOID18
 DK6620  DYNAMIC HEIGHT  -          2.354 (meters)        7.72  (feet) COMP
 DK6620  MODELED GRAVITY -    979,214.7   (mgal)                       NAVD 88
 DK6620
 DK6620  VERT ORDER      -  FIRST     CLASS II
 DK6620
 DK6620.The horizontal coordinates were established by autonomous hand held GPS
 DK6620.observations and have an estimated accuracy of +/- 10 meters.
 DK6620
 DK6620.The orthometric height was determined by differential leveling and
 DK6620.adjusted by the NATIONAL GEODETIC SURVEY
 DK6620.in April 2009.
 DK6620
 DK6620.No vertical observational check was made to the station.
 DK6620
 DK6620.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6620.GEOID18 height accuracy estimate available here.
 DK6620
 DK6620.This Tidal Bench Mark is designated as VM 12687
 DK6620.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK6620
 DK6620.Click photographs - Photos may exist for this station.
 DK6620
 DK6620.The dynamic height is computed by dividing the NAVD 88
 DK6620.geopotential number by the normal gravity value computed on the
 DK6620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6620.degrees latitude (g = 980.6199 gals.).
 DK6620
 DK6620.The modeled gravity was interpolated from observed gravity values.
 DK6620
 DK6620;                    North         East    Units  Estimated Accuracy
 DK6620;SPC FL E     -   447,231.      238,794.      MT  (+/- 10 meters HH2 GPS)
 DK6620
 DK6620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3878038210(NAD 83)
 DK6620
 DK6620                          SUPERSEDED SURVEY CONTROL
 DK6620
 DK6620.No superseded survey control is available for this station.
 DK6620
 DK6620_MARKER: DB = BENCH MARK DISK
 DK6620_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6620_STAMPING: 1649 D 1994
 DK6620_MARK LOGO: NOS
 DK6620_PROJECTION: RECESSED 9 CENTIMETERS
 DK6620_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6620+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2020
 DK6620_ROD/PIPE-DEPTH: 12.2 meters
 DK6620
 DK6620  HISTORY     - Date     Condition        Report By
 DK6620  HISTORY     - 1994     MONUMENTED       NOS
 DK6620  HISTORY     - 20050818 GOOD             FLDEP
 DK6620  HISTORY     - 20060328 GOOD             FLDEP
 DK6620  HISTORY     - 20180322 GOOD             FLDEP
 DK6620  HISTORY     - 20200810 GOOD             GEOCAC
 DK6620
 DK6620                          STATION DESCRIPTION
 DK6620
 DK6620'DESCRIBED BY FL DEPT OF ENV PRO 2005 (WDM)
 DK6620'THE MARK IS IN COCOA BEACH, IN SECTION 26, TOWNSHIP 24 SOUTH, RANGE 37
 DK6620'EAST.
 DK6620'
 DK6620'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 520 (COCOA BEACH
 DK6620'CAUSEWAY) AND STATE ROAD A1A (ATLANTIC AVENUE) IN COCOA BEACH, GO
 DK6620'NORTH ON STATE ROAD A1A ATLANTIC AVENUE) FOR 0.75 MI (1.2 KM) TO THE
 DK6620'INTERSECTION OF MEADE AVENUE.  TURN RIGHT ON MEADE AVENUE AND GO EAST
 DK6620'FOR 0.05 TO THE INTERSECTION OF OCEAN BEACH BOULEVARD.  TURN LEFT ON
 DK6620'OCEAN BEACH BOULEVARD AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE
 DK6620'NORTHWEST CORNER OF THE INTERSECTION OF YOUNG AVENUE AND THE MARK ON
 DK6620'THE LEFT, A BRASS DISK CRIMPED TO A STAINLESS STEEL ROD DRIVEN INTO
 DK6620'THE GROUND WITH AN NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE
 DK6620'GROUND.
 DK6620'
 DK6620'LOCATED 23.9 FT (7.3 M) WEST OF THE APPROXIMATE CENTERLINE OF OCEAN
 DK6620'BEACH BOULEVARD, 21.0 FT (6.4 M) NORTH OF THE APPROXIMATE CENTERLINE
 DK6620'OF YOUNG AVENUE AND 3.0 FT (0.9 M) SOUTHEAST OF THE SOUTHEAST CORNER
 DK6620'OF A 6.0 FT (1.8 M) TALL CONCRETE BLOCK PROPERTY FENCE AT 148 YOUNG
 DK6620'AVENUE.
 DK6620'
 DK6620'NOTE ACCESS TO THE NOS DISK IS HAD THROUGH A 5-INCH (13 CM) NATIONAL
 DK6620'GEODETIC SURVEY LOGO CAP.
 DK6620
 DK6620                          STATION RECOVERY (2006)
 DK6620
 DK6620'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6620'THE MARK IS IN COCOA BEACH, IN SECTION 26, TOWNSHIP 24 SOUTH, RANGE 37
 DK6620'EAST.
 DK6620'
 DK6620'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 520 AND STATE
 DK6620'HIGHWAY A1A IN  COCOA BEACH, GO NORTH ON STATE HIGHWAY A1A (ATLANTIC
 DK6620'AVENUE) FOR 0.75 MI TO THE JUNCTION  OF MEADE AVENUE ON THE RIGHT,
 DK6620'TURN RIGHT ON MEADE AVENUE AND GO EAST FOR 0.05 MI TO THE
 DK6620'INTERSECTION OF OCEAN BEACH BOULEVARD, TURN LEFT ON OCEAN BEACH
 DK6620'BOULEVARD AND GO  NORTH FOR 0.1 MI TO THE INTERSECTION OF YOUNG AVENUE
 DK6620'AND THE MARK ON THE LEFT, A NOS  BRASS DISK CRIMPED TO A STAINLESS
 DK6620'STEEL ROD DRIVEN INTO THE GROUND WITH A NGS LOGO CAP  RECESSED 0.1 FT
 DK6620'BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF OCEAN BEACH
 DK6620'BOULEVARD.
 DK6620'
 DK6620'LOCATED 23.9 FT WEST OF THE APPROXIMATE CENTERLINE OF OCEAN BEACH
 DK6620'BOULEVARD, 21.0 FT  NORTH OF THE APPROXIMATE CENTERLINE OF YOUNG
 DK6620'AVENUE AND 1.0 FT EAST OF A CARSONITE  WITNESS POST.
 DK6620'
 DK6620'NOTE ACCESS TO THE NOS DISK IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DK6620
 DK6620                          STATION RECOVERY (2018)
 DK6620
 DK6620'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (JRH)
 DK6620'RECOVERED IN GOOD CONDITION.
 DK6620
 DK6620                          STATION RECOVERY (2020)
 DK6620
 DK6620'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6620'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6621 ***********************************************************************
 DK6621  TIDAL BM    -  This is a Tidal Bench Mark.
 DK6621  DESIGNATION -  872 1649 E
 DK6621  PID         -  DK6621
 DK6621  STATE/COUNTY-  FL/BREVARD
 DK6621  COUNTRY     -  US
 DK6621  USGS QUAD   -  COCOA BEACH (2018)
 DK6621
 DK6621                         *CURRENT SURVEY CONTROL
 DK6621  ______________________________________________________________________
 DK6621* NAD 83(1986) POSITION- 28 22 16.0    (N) 080 36 14.0    (W)   HD_HELD2
 DK6621* NAVD 88 ORTHO HEIGHT -     2.483 (meters)        8.15  (feet) ADJUSTED
 DK6621  ______________________________________________________________________
 DK6621  GEOID HEIGHT    -        -28.257 (meters)                     GEOID18
 DK6621  DYNAMIC HEIGHT  -          2.479 (meters)        8.13  (feet) COMP
 DK6621  MODELED GRAVITY -    979,214.9   (mgal)                       NAVD 88
 DK6621
 DK6621  VERT ORDER      -  FIRST     CLASS II
 DK6621
 DK6621.The horizontal coordinates were established by autonomous hand held GPS
 DK6621.observations and have an estimated accuracy of +/- 10 meters.
 DK6621
 DK6621.The orthometric height was determined by differential leveling and
 DK6621.adjusted by the NATIONAL GEODETIC SURVEY
 DK6621.in April 2009.
 DK6621
 DK6621.No vertical observational check was made to the station.
 DK6621
 DK6621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6621.GEOID18 height accuracy estimate available here.
 DK6621
 DK6621.This Tidal Bench Mark is designated as VM 12688
 DK6621.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK6621
 DK6621.Click photographs - Photos may exist for this station.
 DK6621
 DK6621.The dynamic height is computed by dividing the NAVD 88
 DK6621.geopotential number by the normal gravity value computed on the
 DK6621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6621.degrees latitude (g = 980.6199 gals.).
 DK6621
 DK6621.The modeled gravity was interpolated from observed gravity values.
 DK6621
 DK6621;                    North         East    Units  Estimated Accuracy
 DK6621;SPC FL E     -   447,398.      238,826.      MT  (+/- 10 meters HH2 GPS)
 DK6621
 DK6621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3881238377(NAD 83)
 DK6621
 DK6621                          SUPERSEDED SURVEY CONTROL
 DK6621
 DK6621.No superseded survey control is available for this station.
 DK6621
 DK6621_MARKER: DJ = TIDAL STATION DISK
 DK6621_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6621_STAMPING: 1649 E 1994
 DK6621_MARK LOGO: NOS
 DK6621_PROJECTION: RECESSED 9 CENTIMETERS
 DK6621_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6621_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6621+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2020
 DK6621_ROD/PIPE-DEPTH: 11.0 meters
 DK6621
 DK6621  HISTORY     - Date     Condition        Report By
 DK6621  HISTORY     - 1994     MONUMENTED       NOS
 DK6621  HISTORY     - 20050818 GOOD             FLDEP
 DK6621  HISTORY     - 20060328 GOOD             FLDEP
 DK6621  HISTORY     - 20180322 GOOD             FLDEP
 DK6621  HISTORY     - 20200810 GOOD             GEOCAC
 DK6621
 DK6621                          STATION DESCRIPTION
 DK6621
 DK6621'DESCRIBED BY FL DEPT OF ENV PRO 2005 (WDM)
 DK6621'THE MARK IS IN CAPE CANAVERAL, IN SECTION 26, TOWNSHIP 24 SOUTH, RANGE
 DK6621'37 EAST.
 DK6621'
 DK6621'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 520 (COCOA BEACH
 DK6621'CAUSEWAY) AND STATE ROAD A1A (ATLANTIC AVENUE) IN COCOA BEACH, GO
 DK6621'NORTH ON STATE ROAD A1A ATLANTIC AVENUE) FOR 0.75 MI (1.2 KM) TO THE
 DK6621'INTERSECTION OF MEADE AVENUE.  TURN RIGHT ON MEADE AVENUE AND GO EAST
 DK6621'FOR 0.05 TO THE INTERSECTION OF OCEAN BEACH BOULEVARD.  TURN LEFT ON
 DK6621'OCEAN BEACH BOULEVARD (TURNS INTO RIDGEWOOD AVENUE NORTH OF YOUNG
 DK6621'AVENUE) AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE SOUTHWEST CORNER OF
 DK6621'THE INTERSECTION OF HARDING AVENUE AND THE MARK ON THE LEFT, A BRASS
 DK6621'NOS DISK CRIMPED TO A STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH
 DK6621'AN NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND.
 DK6621'
 DK6621'LOCATED 36.4 FT (11.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DK6621'HARDING AVENUE, 28.9 FT (8.8 M) NORTH OF THE NORTH SIDE OF A TELEPHONE
 DK6621'UTILITY BOX, 24.9 FT (7.6 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DK6621'RIDGEWOOD AVENUE AND 3.0 FT (0.9 M) WEST-NORTHWEST OF A WOODEN
 DK6621'TELEPHONE POLE WITH A LIGHT ATTACHED.
 DK6621'
 DK6621'NOTE ACCESS TO THE NOS DISK IS HAD THROUGH A 5-INCH (13 CM) NATIONAL
 DK6621'GEODETIC SURVEY LOGO CAP.
 DK6621
 DK6621                          STATION RECOVERY (2006)
 DK6621
 DK6621'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6621'THE MARK IS IN COCOA BEACH, IN SECTION 26, TOWNSHIP 24 SOUTH, RANGE 37
 DK6621'EAST.
 DK6621'
 DK6621'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 520 AND STATE
 DK6621'HIGHWAY A1A IN  COCOA BEACH, GO NORTH ON STATE HIGHWAY A1A (ATLANTIC
 DK6621'AVENUE) FOR 0.75 MI TO THE JUNCTION  OF MEADE AVENUE ON THE RIGHT,
 DK6621'TURN RIGHT ON MEADE AVENUE AND GO EAST FOR 0.05 MI TO THE
 DK6621'INTERSECTION OF OCEAN BEACH BOULEVARD, TURN LEFT ON OCEAN BEACH
 DK6621'BOULEVARD AND GO  NORTH FOR 0.2 MI TO THE INTERSECTION OF HARDING
 DK6621'AVENUE AND THE MARK ON THE LEFT, A NOS  BRASS DISK CRIMPED TO A
 DK6621'STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH A NGS LOGO CAP
 DK6621'RECESSED 0.1 FT BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF
 DK6621'OCEAN BEACH  BOULEVARD.
 DK6621'
 DK6621'LOCATED 36.4 FT SOUTH OF THE APPROXIMATE CENTERLINE OF HARDING AVENUE,
 DK6621'24.9 FT WEST OF  THE APPROXIMATE CENTERLINE OF RIDGEWOOD AVENUE AND
 DK6621'3.0 FT WEST-NORTHWEST OF A  WOODEN POWER POLE WITH ONE LIGHT ATTACHED.
 DK6621'NOTE ACCESS TO THE NOS DISK IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DK6621
 DK6621                          STATION RECOVERY (2018)
 DK6621
 DK6621'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (JRH)
 DK6621'RECOVERED IN GOOD CONDITION.
 DK6621
 DK6621                          STATION RECOVERY (2020)
 DK6621
 DK6621'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6621'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7002 ***********************************************************************
 AK7002  TIDAL BM    -  This is a Tidal Bench Mark.
 AK7002  DESIGNATION -  872 1727 E TIDAL
 AK7002  PID         -  AK7002
 AK7002  STATE/COUNTY-  FL/BREVARD
 AK7002  COUNTRY     -  US
 AK7002  USGS QUAD   -  TROPIC (2018)
 AK7002
 AK7002                         *CURRENT SURVEY CONTROL
 AK7002  ______________________________________________________________________
 AK7002* NAD 83(1986) POSITION- 28 14 25.6    (N) 080 36 06.9    (W)   HD_HELD2
 AK7002* NAVD 88 ORTHO HEIGHT -     3.424 (meters)       11.23  (feet) ADJUSTED
 AK7002  ______________________________________________________________________
 AK7002  GEOID HEIGHT    -        -28.288 (meters)                     GEOID18
 AK7002  DYNAMIC HEIGHT  -          3.419 (meters)       11.22  (feet) COMP
 AK7002  MODELED GRAVITY -    979,196.0   (mgal)                       NAVD 88
 AK7002
 AK7002  VERT ORDER      -  SECOND    CLASS I
 AK7002
 AK7002.The horizontal coordinates were established by autonomous hand held GPS
 AK7002.observations and have an estimated accuracy of +/- 10 meters.
 AK7002
 AK7002.The orthometric height was determined by differential leveling and
 AK7002.adjusted by the NATIONAL GEODETIC SURVEY
 AK7002.in September 1996.
 AK7002
 AK7002.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7002.GEOID18 height accuracy estimate available here.
 AK7002
 AK7002.This Tidal Bench Mark is designated as VM 14215
 AK7002.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK7002
 AK7002.Click photographs - Photos may exist for this station.
 AK7002
 AK7002.The dynamic height is computed by dividing the NAVD 88
 AK7002.geopotential number by the normal gravity value computed on the
 AK7002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7002.degrees latitude (g = 980.6199 gals.).
 AK7002
 AK7002.The modeled gravity was interpolated from observed gravity values.
 AK7002
 AK7002;                    North         East    Units  Estimated Accuracy
 AK7002;SPC FL E     -   432,918.      239,067.      MT  (+/- 10 meters HH2 GPS)
 AK7002
 AK7002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3905323902(NAD 83)
 AK7002
 AK7002                          SUPERSEDED SURVEY CONTROL
 AK7002
 AK7002  NGVD 29 (09/01/92)    3.859  (m)           12.66   (f) ADJUSTED    2 1
 AK7002
 AK7002.Superseded values are not recommended for survey control.
 AK7002
 AK7002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7002.See file dsdata.pdf to determine how the superseded data were derived.
 AK7002
 AK7002_MARKER: DB = BENCH MARK DISK
 AK7002_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK7002_STAMPING: 1727 E 1986
 AK7002_MARK LOGO: NOS
 AK7002_PROJECTION: RECESSED 5 CENTIMETERS
 AK7002_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK7002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK7002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7002+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2020
 AK7002_ROD/PIPE-DEPTH: 17.1 meters
 AK7002
 AK7002  HISTORY     - Date     Condition        Report By
 AK7002  HISTORY     - 1986     MONUMENTED       FLDNR
 AK7002  HISTORY     - 19950118 GOOD             USPSQD
 AK7002  HISTORY     - 19970319 GOOD             USPSQD
 AK7002  HISTORY     - 20200216 GOOD             GEOCAC
 AK7002
 AK7002                          STATION DESCRIPTION
 AK7002
 AK7002'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK7002'3.8 MI NORTH FROM SATELLITE BEACH.
 AK7002'BEGIN AT THE JUNCTION OF STATE ROAD 404 WITH STATE ROAD A1A, NORTH OF
 AK7002'SATELLITE BEACH, GO 1.9 MILES NORTH ON A1A TO THE MARK.  THE MARK
 AK7002'BEARS 46.5 FEET WEST OF THE CENTERLINE OF A1A SOUTHBOUND, 65.6 FEET
 AK7002'SOUTH OF THE CENTERLINE OF A PAVED ROAD TO A FIRE STATION (EMERGENCY
 AK7002'CRASH GATE), 0.8 FOOT EAST OF A FENCE LINE AND ABOUT 225 YARDS SOUTH
 AK7002'OF BUILDING 800 (AIR TERMINAL BUILDING AND HANGAR).
 AK7002
 AK7002                          STATION RECOVERY (1995)
 AK7002
 AK7002'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK7002'RECOVERED IN GOOD CONDITION.
 AK7002
 AK7002                          STATION RECOVERY (1997)
 AK7002
 AK7002'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK7002'RECOVERED IN GOOD CONDITION.
 AK7002
 AK7002                          STATION RECOVERY (2020)
 AK7002
 AK7002'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK7002'THE MARK IS 4.0 FT (1.2 M) EAST OF A NORTH-SOUTH CHAIN-LINK FENCE AND
 AK7002'3.8 FT (1.2 M) WEST OF THE WEST EDGE OF AN ASPHALT PATH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6997 ***********************************************************************
 AK6997  DESIGNATION -  872 1749 F TIDAL
 AK6997  PID         -  AK6997
 AK6997  STATE/COUNTY-  FL/BREVARD
 AK6997  COUNTRY     -  US
 AK6997  USGS QUAD   -  EAU GALLIE (2018)
 AK6997
 AK6997                         *CURRENT SURVEY CONTROL
 AK6997  ______________________________________________________________________
 AK6997* NAD 83(1986) POSITION- 28 12 46.21   (N) 080 39 56.87   (W)   HD_HELD1
 AK6997* NAVD 88 ORTHO HEIGHT -     4.481 (meters)       14.70  (feet) ADJUSTED
 AK6997  ______________________________________________________________________
 AK6997  GEOID HEIGHT    -        -28.249 (meters)                     GEOID18
 AK6997  DYNAMIC HEIGHT  -          4.474 (meters)       14.68  (feet) COMP
 AK6997  MODELED GRAVITY -    979,187.4   (mgal)                       NAVD 88
 AK6997
 AK6997  VERT ORDER      -  SECOND    CLASS I
 AK6997
 AK6997.The horizontal coordinates were determined by differentially corrected
 AK6997.hand held GPS observations or other comparable positioning techniques
 AK6997.and have an estimated accuracy of +/- 3 meters.
 AK6997
 AK6997.The orthometric height was determined by differential leveling and
 AK6997.adjusted by the NATIONAL GEODETIC SURVEY
 AK6997.in September 1996.
 AK6997
 AK6997.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6997.GEOID18 height accuracy estimate available here.
 AK6997
 AK6997.Click photographs - Photos may exist for this station.
 AK6997
 AK6997.The dynamic height is computed by dividing the NAVD 88
 AK6997.geopotential number by the normal gravity value computed on the
 AK6997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6997.degrees latitude (g = 980.6199 gals.).
 AK6997
 AK6997.The modeled gravity was interpolated from observed gravity values.
 AK6997
 AK6997;                    North         East    Units  Estimated Accuracy
 AK6997;SPC FL E     -   429,839.6     232,806.2     MT  (+/- 3 meters HH1 GPS) 
 AK6997
 AK6997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3279420824(NAD 83)
 AK6997
 AK6997                          SUPERSEDED SURVEY CONTROL
 AK6997
 AK6997  NGVD 29 (09/01/92)    4.908  (m)           16.10   (f) ADJUSTED    2 1
 AK6997
 AK6997.Superseded values are not recommended for survey control.
 AK6997
 AK6997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6997.See file dsdata.pdf to determine how the superseded data were derived.
 AK6997
 AK6997_MARKER: DJ = TIDAL STATION DISK
 AK6997_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK6997_SP_SET: CULVERT HEADWALL
 AK6997_STAMPING: 1749 F 1986
 AK6997_MARK LOGO: NOS
 AK6997_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6997+STABILITY: SURFACE MOTION
 AK6997_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK6997+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2026
 AK6997
 AK6997  HISTORY     - Date     Condition        Report By
 AK6997  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6997  HISTORY     - 19950107 GOOD             USPSQD
 AK6997  HISTORY     - 19970401 MARK NOT FOUND   USPSQD
 AK6997  HISTORY     - 20200627 GOOD             GEOCAC
 AK6997  HISTORY     - 20260129 GOOD             FLDEP
 AK6997
 AK6997                          STATION DESCRIPTION
 AK6997
 AK6997'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6997'5.6 MI NORTH FROM EAU GALLIE.
 AK6997'BEGIN AT THE INTERSECRTION OF U.S. HIGHWAY 1 WITH STATE HIGHWAY 404
 AK6997'NORTH OF EAU GALLIE, GO 0.6 MILE NORTH ON U.S 1 TO THE MARK.  THE
 AK6997'MARK BEARS 26.5 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 AK6997'THE HIGHWAY, 11.2 FEET NORTH OF THE SOUTH END OF THE CULVERT
 AK6997'HEADWALL, 1.5 FEET SOUTH OF THE NORTH END OF THE HEADWALL, 12.8 FEET
 AK6997'NORTH- NORTHWEST OF A POWER POLE, 69.5 FEET SOUTH OF THE CENTERLINE
 AK6997'OF THE DRIVEWAY FOR HOUSE 6420 AND 0.1 MILE NORTH OF THE DRIVE TO THE
 AK6997'WATERWAY MOTEL.
 AK6997'THE MARK IS 2 FT BELOW HIGHWAY.
 AK6997
 AK6997                          STATION RECOVERY (1995)
 AK6997
 AK6997'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK6997'RECOVERED IN GOOD CONDITION.
 AK6997
 AK6997                          STATION RECOVERY (1997)
 AK6997
 AK6997'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK6997'MARK NOT FOUND.
 AK6997
 AK6997                          STATION RECOVERY (2020)
 AK6997
 AK6997'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK6997'RECOVERED IN GOOD CONDITION.
 AK6997
 AK6997                          STATION RECOVERY (2026)
 AK6997
 AK6997'RECOVERY NOTE BY FL DEPT OF ENV PRO 2026 (RXG)
 AK6997'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5433 ***********************************************************************
 AK5433  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5433  DESIGNATION -  872 1749 TIDAL 2
 AK5433  PID         -  AK5433
 AK5433  STATE/COUNTY-  FL/BREVARD
 AK5433  COUNTRY     -  US
 AK5433  USGS QUAD   -  EAU GALLIE (2018)
 AK5433
 AK5433                         *CURRENT SURVEY CONTROL
 AK5433  ______________________________________________________________________
 AK5433* NAD 83(1986) POSITION- 28 12 42.     (N) 080 39 48.     (W)   SCALED
 AK5433* NAVD 88 ORTHO HEIGHT -     0.869 (meters)        2.85  (feet) ADJUSTED
 AK5433  ______________________________________________________________________
 AK5433  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 AK5433  DYNAMIC HEIGHT  -          0.868 (meters)        2.85  (feet) COMP
 AK5433  MODELED GRAVITY -    979,187.2   (mgal)                       NAVD 88
 AK5433
 AK5433  VERT ORDER      -  SECOND    CLASS I
 AK5433
 AK5433.The horizontal coordinates were scaled from a map and have
 AK5433.an estimated accuracy of +/- 6 seconds.
 AK5433
 AK5433.The orthometric height was determined by differential leveling and
 AK5433.adjusted by the NATIONAL GEODETIC SURVEY
 AK5433.in June 1991.
 AK5433
 AK5433.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5433.GEOID18 height accuracy estimate available here.
 AK5433
 AK5433.This Tidal Bench Mark is designated as VM 17357
 AK5433.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5433
 AK5433.Click photographs - Photos may exist for this station.
 AK5433
 AK5433.The dynamic height is computed by dividing the NAVD 88
 AK5433.geopotential number by the normal gravity value computed on the
 AK5433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5433.degrees latitude (g = 980.6199 gals.).
 AK5433
 AK5433.The modeled gravity was interpolated from observed gravity values.
 AK5433
 AK5433;                    North         East    Units  Estimated Accuracy
 AK5433;SPC FL E     -   429,710.      233,050.      MT  (+/- 180 meters Scaled)
 AK5433
 AK5433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM330206(NAD 83)
 AK5433
 AK5433                          SUPERSEDED SURVEY CONTROL
 AK5433
 AK5433  NGVD 29 (09/01/92)    1.297  (m)            4.26   (f) ADJUSTED    2 1
 AK5433
 AK5433.Superseded values are not recommended for survey control.
 AK5433
 AK5433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5433.See file dsdata.pdf to determine how the superseded data were derived.
 AK5433
 AK5433_MARKER: DB = BENCH MARK DISK
 AK5433_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5433_SP_SET: SEAWALL
 AK5433_STAMPING: NO 2 1972
 AK5433_MARK LOGO: CGS
 AK5433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5433+STABILITY: SURFACE MOTION
 AK5433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5433+SATELLITE: SATELLITE OBSERVATIONS - June 02, 2015
 AK5433
 AK5433  HISTORY     - Date     Condition        Report By
 AK5433  HISTORY     - 1972     MONUMENTED       NOS
 AK5433  HISTORY     - 1979     GOOD             FLDNR
 AK5433  HISTORY     - 1986     GOOD             FLDNR
 AK5433  HISTORY     - 19950107 POOR             USPSQD
 AK5433  HISTORY     - 19970401 POOR             USPSQD
 AK5433  HISTORY     - 20150602 GOOD             FL-009
 AK5433  HISTORY     - 20200627 MARK NOT FOUND   GEOCAC
 AK5433
 AK5433                          STATION DESCRIPTION
 AK5433
 AK5433'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5433'5.5 MI NORTH FROM EAU GALLIE.
 AK5433'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND STATE HIGHWAY 400 NORTH
 AK5433'OF EAU GALLIE, PROCEED NORTH 0.5 MILE TO A PRIVATE DRIVE TO THE
 AK5433'WATERWAY MOTEL, PROCEED EAST 0.1 MILE ALONG DRIVE TO ITS END AT A
 AK5433'HOME. THE MARK BEARS 50.5 FEET EAST NORTHEAST OF THE SOUTHEAST CORNER
 AK5433'OF A GARAGE, AND 25 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 AK5433'BULKHEAD.
 AK5433
 AK5433                          STATION RECOVERY (1986)
 AK5433
 AK5433'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5433'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE STATE HIGHWAY
 AK5433'IS 404, NOT 400.
 AK5433
 AK5433                          STATION RECOVERY (1995)
 AK5433
 AK5433'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5433'MARK RECOVERED IN POOR CONDITION.
 AK5433
 AK5433                          STATION RECOVERY (1997)
 AK5433
 AK5433'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK5433'MARK RECOVERED IN POOR CONDITION.
 AK5433
 AK5433                          STATION RECOVERY (2015)
 AK5433
 AK5433'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2015 (SRV)
 AK5433'RECOVERED IN GOOD CONDITION.
 AK5433
 AK5433                          STATION RECOVERY (2020)
 AK5433
 AK5433'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK5433'THE SEAWALL AT THIS LOCATION HAS BEEN COVERED WITH LARGE BOULDERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5430 ***********************************************************************
 AK5430  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5430  DESIGNATION -  872 1749 TIDAL 3
 AK5430  PID         -  AK5430
 AK5430  STATE/COUNTY-  FL/BREVARD
 AK5430  COUNTRY     -  US
 AK5430  USGS QUAD   -  EAU GALLIE (2018)
 AK5430
 AK5430                         *CURRENT SURVEY CONTROL
 AK5430  ______________________________________________________________________
 AK5430* NAD 83(1986) POSITION- 28 12 42.91   (N) 080 39 47.01   (W)   HD_HELD1
 AK5430* NAVD 88 ORTHO HEIGHT -     0.666 (meters)        2.19  (feet) ADJUSTED
 AK5430  ______________________________________________________________________
 AK5430  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 AK5430  DYNAMIC HEIGHT  -          0.665 (meters)        2.18  (feet) COMP
 AK5430  MODELED GRAVITY -    979,187.1   (mgal)                       NAVD 88
 AK5430
 AK5430  VERT ORDER      -  SECOND    CLASS I
 AK5430
 AK5430.The horizontal coordinates were determined by differentially corrected
 AK5430.hand held GPS observations or other comparable positioning techniques
 AK5430.and have an estimated accuracy of +/- 3 meters.
 AK5430
 AK5430.The orthometric height was determined by differential leveling and
 AK5430.adjusted by the NATIONAL GEODETIC SURVEY
 AK5430.in September 1996.
 AK5430
 AK5430.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5430.GEOID18 height accuracy estimate available here.
 AK5430
 AK5430.This Tidal Bench Mark is designated as VM 5356
 AK5430.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5430
 AK5430.Click photographs - Photos may exist for this station.
 AK5430
 AK5430.The dynamic height is computed by dividing the NAVD 88
 AK5430.geopotential number by the normal gravity value computed on the
 AK5430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5430.degrees latitude (g = 980.6199 gals.).
 AK5430
 AK5430.The modeled gravity was interpolated from observed gravity values.
 AK5430
 AK5430;                    North         East    Units  Estimated Accuracy
 AK5430;SPC FL E     -   429,738.7     233,075.3     MT  (+/- 3 meters HH1 GPS) 
 AK5430
 AK5430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3306420724(NAD 83)
 AK5430
 AK5430                          SUPERSEDED SURVEY CONTROL
 AK5430
 AK5430  NAVD 88 (06/15/91)    0.673  (m)            2.21   (f) SUPERSEDED  2 1
 AK5430  NGVD 29 (09/01/92)    1.095  (m)            3.59   (f) ADJUSTED    2 1
 AK5430
 AK5430.Superseded values are not recommended for survey control.
 AK5430
 AK5430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5430.See file dsdata.pdf to determine how the superseded data were derived.
 AK5430
 AK5430_MARKER: DB = BENCH MARK DISK
 AK5430_SETTING: 80 = SET IN A BOULDER
 AK5430_STAMPING: NO 3 1972
 AK5430_MARK LOGO: CGS
 AK5430_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK5430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5430+STABILITY: SURFACE MOTION
 AK5430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5430+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2026
 AK5430
 AK5430  HISTORY     - Date     Condition        Report By
 AK5430  HISTORY     - 1972     MONUMENTED       NOS
 AK5430  HISTORY     - 1979     GOOD             FLDNR
 AK5430  HISTORY     - 1986     GOOD             FLDNR
 AK5430  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 AK5430  HISTORY     - 19970401 POOR             USPSQD
 AK5430  HISTORY     - 20150603 GOOD             FL-009
 AK5430  HISTORY     - 20200627 GOOD             GEOCAC
 AK5430  HISTORY     - 20260129 GOOD             FLDEP
 AK5430
 AK5430                          STATION DESCRIPTION
 AK5430
 AK5430'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5430'5.5 MI NORTH FROM EAU GALLIE.
 AK5430'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND STATE HIGHWAY 400 NORTH
 AK5430'OF EAU GALLIE, PROCEED NORTH 0.5 MILE TO A PRIVATE DRIVE TO THE
 AK5430'WATERWAY MOTEL, PROCEED EAST 0.1 MILE ALONG DRIVE TO ITS END AT A
 AK5430'HOME. THE MARK BEARS 58.0 FEET WEST OF THE NORTHEAST CORNER OF THE
 AK5430'BULKHEAD, 33.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE HOUSE,
 AK5430'AND 32.4 FEET NORTH NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE.
 AK5430
 AK5430                          STATION RECOVERY (1986)
 AK5430
 AK5430'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5430'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE STATE HIGHWAY
 AK5430'IS 404, NOT 400, AND THE MARK BEARS 24 FEET NORTH-NORTHWEST OF THE
 AK5430'NORTHEAST CORNER OF THE HOUSE, NOT 32.4 FEET.  THE MARK IS ALSO 59
 AK5430'FEET NORTHWEST OF BENCH MARK NO 4 1972.
 AK5430
 AK5430                          STATION RECOVERY (1995)
 AK5430
 AK5430'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5430'MARK NOT FOUND.
 AK5430
 AK5430                          STATION RECOVERY (1997)
 AK5430
 AK5430'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK5430'MARK RECOVERED IN POOR CONDITION.
 AK5430
 AK5430                          STATION RECOVERY (2015)
 AK5430
 AK5430'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2015 (SRV)
 AK5430'RECOVERED IN GOOD CONDITION.
 AK5430
 AK5430                          STATION RECOVERY (2020)
 AK5430
 AK5430'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK5430'RECOVERED IN GOOD CONDITION.
 AK5430
 AK5430                          STATION RECOVERY (2026)
 AK5430
 AK5430'RECOVERY NOTE BY FL DEPT OF ENV PRO 2026 (RXG)
 AK5430'RECOVERED IN GOOD CONDITION.
 AK5430'
 AK5430'NOTE-WITH THE FOLLOWING ADDITIONS: STARTING TO SHOW SOME WEAR, LOCATED
 AK5430'57.8 FT (17.6 M) WEST IF THE CENTERLINE OF A WOOD DOCK AND 56.9 FT
 AK5430'(17.3 M) NORTHEAST OF THE CENTERLINE OF A DRIVEWAY FOR 6191 N
 AK5430'U.S.HIGHWAY 1.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6996 ***********************************************************************
 AK6996  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6996  DESIGNATION -  872 1749 TIDAL 5
 AK6996  PID         -  AK6996
 AK6996  STATE/COUNTY-  FL/BREVARD
 AK6996  COUNTRY     -  US
 AK6996  USGS QUAD   -  EAU GALLIE (2018)
 AK6996
 AK6996                         *CURRENT SURVEY CONTROL
 AK6996  ______________________________________________________________________
 AK6996* NAD 83(1986) POSITION- 28 12 41.94   (N) 080 39 46.62   (W)   HD_HELD1
 AK6996* NAVD 88 ORTHO HEIGHT -     0.819 (meters)        2.69  (feet) ADJUSTED
 AK6996  ______________________________________________________________________
 AK6996  GEOID HEIGHT    -        -28.251 (meters)                     GEOID18
 AK6996  DYNAMIC HEIGHT  -          0.817 (meters)        2.68  (feet) COMP
 AK6996  MODELED GRAVITY -    979,187.2   (mgal)                       NAVD 88
 AK6996
 AK6996  VERT ORDER      -  SECOND    CLASS I
 AK6996
 AK6996.The horizontal coordinates were determined by differentially corrected
 AK6996.hand held GPS observations or other comparable positioning techniques
 AK6996.and have an estimated accuracy of +/- 3 meters.
 AK6996
 AK6996.The orthometric height was determined by differential leveling and
 AK6996.adjusted by the NATIONAL GEODETIC SURVEY
 AK6996.in September 1996.
 AK6996
 AK6996.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6996.GEOID18 height accuracy estimate available here.
 AK6996
 AK6996.This Tidal Bench Mark is designated as VM 5358
 AK6996.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK6996
 AK6996.Click photographs - Photos may exist for this station.
 AK6996
 AK6996.The dynamic height is computed by dividing the NAVD 88
 AK6996.geopotential number by the normal gravity value computed on the
 AK6996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6996.degrees latitude (g = 980.6199 gals.).
 AK6996
 AK6996.The modeled gravity was interpolated from observed gravity values.
 AK6996
 AK6996;                    North         East    Units  Estimated Accuracy
 AK6996;SPC FL E     -   429,708.9     233,086.0     MT  (+/- 3 meters HH1 GPS) 
 AK6996
 AK6996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3307420694(NAD 83)
 AK6996
 AK6996                          SUPERSEDED SURVEY CONTROL
 AK6996
 AK6996  NGVD 29 (09/01/92)    1.247  (m)            4.09   (f) ADJUSTED    2 1
 AK6996
 AK6996.Superseded values are not recommended for survey control.
 AK6996
 AK6996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6996.See file dsdata.pdf to determine how the superseded data were derived.
 AK6996
 AK6996_MARKER: DB = BENCH MARK DISK
 AK6996_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK6996_SP_SET: SEAWALL
 AK6996_STAMPING: NO 5 1972
 AK6996_MARK LOGO: CGS
 AK6996_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6996+STABILITY: SURFACE MOTION
 AK6996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6996+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2026
 AK6996
 AK6996  HISTORY     - Date     Condition        Report By
 AK6996  HISTORY     - 1972     MONUMENTED       NOS
 AK6996  HISTORY     - 1986     GOOD             FLDNR
 AK6996  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 AK6996  HISTORY     - 19970401 GOOD             USPSQD
 AK6996  HISTORY     - 20150602 GOOD             FL-009
 AK6996  HISTORY     - 20170121 GOOD             NGS
 AK6996  HISTORY     - 20200627 GOOD             GEOCAC
 AK6996  HISTORY     - 20260129 GOOD             FLDEP
 AK6996
 AK6996                          STATION DESCRIPTION
 AK6996
 AK6996'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6996'5.5 MI NORTH FROM EAU GALLIE.
 AK6996'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY 404
 AK6996'NORTH OF EAU GALLIE, GO 0.5 MILE NORTH ON U.S. 1 TO A PRIVATE DRIVE
 AK6996'TO THE WATERWAY MOTEL, GO 0.1 MILE EAST ON THE DRIVE TO ITS END AT A
 AK6996'HOME AND THE MARK.  THE MARK BEARS 20 FEET WEST OF THE SOUTHEAST
 AK6996'CORNER OF THE SEAWALL, 1 FOOT EAST OF THE WEST END OF THE SEAWALL,
 AK6996'AND 33 FEET SOUTHWEST OF BENCH MARK NO 2 1972.
 AK6996
 AK6996                          STATION RECOVERY (1995)
 AK6996
 AK6996'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK6996'MARK NOT FOUND.
 AK6996
 AK6996                          STATION RECOVERY (1997)
 AK6996
 AK6996'RECOVERY NOTE BY US POWER SQUADRON 1997
 AK6996'RECOVERED IN GOOD CONDITION.
 AK6996
 AK6996                          STATION RECOVERY (2015)
 AK6996
 AK6996'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2015 (SRV)
 AK6996'RECOVERED IN GOOD CONDITION.
 AK6996
 AK6996                          STATION RECOVERY (2017)
 AK6996
 AK6996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (DJA)
 AK6996'RECOVERED IN GOOD CONDITION.
 AK6996
 AK6996                          STATION RECOVERY (2020)
 AK6996
 AK6996'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK6996'RECOVERED IN GOOD CONDITION.
 AK6996
 AK6996                          STATION RECOVERY (2026)
 AK6996
 AK6996'RECOVERY NOTE BY FL DEPT OF ENV PRO 2026 (RXG)
 AK6996'RECOVERED IN GOOD CONDITION.
 AK6996'
 AK6996'NOTE-WITH THE FOLLOWING ADDITIONS: LOCATED 24.7 FT (7.5 M) SOUTH OF
 AK6996'THE CENTERLINE OF A STAIRCASE, 1.9 FT (0.6 M) EAST OF THE WEST EDGE OF
 AK6996'THE SEAWALL AND 0.5 FT (15 CM) NORTH OF THE SOUTH EDGE OF SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6634 ***********************************************************************
 DK6634  DESIGNATION -  872 1789 A TIDAL
 DK6634  PID         -  DK6634
 DK6634  STATE/COUNTY-  FL/BREVARD
 DK6634  COUNTRY     -  US
 DK6634  USGS QUAD   -  TROPIC (2018)
 DK6634
 DK6634                         *CURRENT SURVEY CONTROL
 DK6634  ______________________________________________________________________
 DK6634* NAD 83(1986) POSITION- 28 08 58.17   (N) 080 36 17.47   (W)   HD_HELD1
 DK6634* NAVD 88 ORTHO HEIGHT -     0.839 (meters)        2.75  (feet) ADJUSTED
 DK6634  ______________________________________________________________________
 DK6634  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 DK6634  DYNAMIC HEIGHT  -          0.838 (meters)        2.75  (feet) COMP
 DK6634  MODELED GRAVITY -    979,183.1   (mgal)                       NAVD 88
 DK6634
 DK6634  VERT ORDER      -  FIRST     CLASS II
 DK6634
 DK6634.The horizontal coordinates were determined by differentially corrected
 DK6634.hand held GPS observations or other comparable positioning techniques
 DK6634.and have an estimated accuracy of +/- 3 meters.
 DK6634
 DK6634.The orthometric height was determined by differential leveling and
 DK6634.adjusted by the NATIONAL GEODETIC SURVEY
 DK6634.in April 2009.
 DK6634
 DK6634.No vertical observational check was made to the station.
 DK6634
 DK6634.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6634.GEOID18 height accuracy estimate available here.
 DK6634
 DK6634.Click photographs - Photos may exist for this station.
 DK6634
 DK6634.The dynamic height is computed by dividing the NAVD 88
 DK6634.geopotential number by the normal gravity value computed on the
 DK6634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6634.degrees latitude (g = 980.6199 gals.).
 DK6634
 DK6634.The modeled gravity was interpolated from observed gravity values.
 DK6634
 DK6634;                    North         East    Units  Estimated Accuracy
 DK6634;SPC FL E     -   422,837.9     238,811.5     MT  (+/- 3 meters HH1 GPS) 
 DK6634
 DK6634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3879813825(NAD 83)
 DK6634
 DK6634                          SUPERSEDED SURVEY CONTROL
 DK6634
 DK6634.No superseded survey control is available for this station.
 DK6634
 DK6634_MARKER: F = FLANGE-ENCASED ROD
 DK6634_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6634_STAMPING: 1789 A 1995
 DK6634_MARK LOGO: NGS
 DK6634_PROJECTION: RECESSED 28 CENTIMETERS
 DK6634_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6634+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2026
 DK6634_ROD/PIPE-DEPTH: 10.1 meters
 DK6634
 DK6634  HISTORY     - Date     Condition        Report By
 DK6634  HISTORY     - 1995     MONUMENTED       FLDEP
 DK6634  HISTORY     - 20060428 GOOD             FLDEP
 DK6634  HISTORY     - 20060514 GOOD             FLDEP
 DK6634  HISTORY     - 20200106 GOOD             GEOCAC
 DK6634  HISTORY     - 20260131 GOOD             FLDEP
 DK6634
 DK6634                          STATION DESCRIPTION
 DK6634
 DK6634'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6634'THE MARK IS IN INDIAN HARBOR BEACH, EAST OF THE MATHERS BRIDGE, IN
 DK6634'SECTION 11, TOWNSHIP  27 SOUTH, RANGE 37 EAST.
 DK6634'
 DK6634'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A AND STATE
 DK6634'HIGHWAY 518 (EAU  GALLIE BEACH) IN MELBOURNE, GO NORTH ON STATE
 DK6634'HIGHWAY A1A FOR 1.0 MI TO THE JUNCTION OF  PINETREE DRIVE ON THE LEFT,
 DK6634'TURN LEFT ON PINETREE DRIVE AND GO WEST FOR 0.5 MI TO THE  Y-JUNCTION
 DK6634'OF BANANA RIVER DRIVE, CONTINUE WEST ON BANANA RIVER DRIVE FOR 0.4 MI
 DK6634'TO THE  INTERSECTION OF STATE HIGHWAY 513 (COUNTY ROAD 3), CONTINUE
 DK6634'WEST ON MATHERS BRIDGE  ROAD FOR 0.3 MI TO THE EAST END OF THE MATHERS
 DK6634'BRIDGE AND THE MARK ON THE LEFT, A  STAINLESS STEEL ROD DRIVEN INTO
 DK6634'THE GROUND WITH A NGS LOGO CAP RECESSED 0.2 FT BELOW  THE LEVEL OF THE
 DK6634'GROUND AND ABOUT 1.0 FT BELOW THE LEVEL OF MATHERS BRIDGE ROAD, THE
 DK6634'DATUM POINT IS RECESSED 0.3 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DK6634'
 DK6634'LOCATED 55.5 FT NORTHWEST OF THE NORTHWEST CORNER OF THE TELEMAR BAY
 DK6634'MARINA, 48.0 FT  SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE, 43.5
 DK6634'FT SOUTH OF THE APPROXIMATE  CENTERLINE OF MATHERS BRIDGE ROAD, 34.0
 DK6634'FT NORTHEAST OF THE SOUTHWEST CORNER OF THE  SEAWALL ON THE NORTH SIDE
 DK6634'OF THE BOAT RAMP, 33.0 FT WEST OF THE APPROXIMATE CENTERLINE  OF A
 DK6634'DRIVEWAY TO TELEMAR BAY MARINA, 15.0 FT NORTH OF A 6.0 FT TALL
 DK6634'CHAINLINK FENCE, 13.8 FT  NORTH OF A CARSONITE WITNESS POST AND 7.0 FT
 DK6634'EAST OF POWER POLE NUMBER 485275021.
 DK6634'
 DK6634'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DK6634'
 DK6634'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DK6634
 DK6634                          STATION RECOVERY (2006)
 DK6634
 DK6634'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (TAA)
 DK6634'RECOVERED AS DESCRIBED.
 DK6634
 DK6634                          STATION RECOVERY (2020)
 DK6634
 DK6634'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6634'THE LOGO CAP FOR THE MARK IS 11 INCHES (28 CM) BELOW THE SURFACE OF
 DK6634'THE GROUND.  THE WITNESS POST HAS BEEN REMOVED.
 DK6634
 DK6634                          STATION RECOVERY (2026)
 DK6634
 DK6634'RECOVERY NOTE BY FL DEPT OF ENV PRO 2026 (RXG)
 DK6634'RECOVERED IN GOOD CONDITION.
 DK6634'
 DK6634'NOTE-WITH THE FOLLOWING ADDITIONS: THE TIES IN THE HISTORICAL
 DK6634'DESCRIPTIVE TEXT "15.0 FT NORTH OF A 6.0 FT (1.8 M) TALL CHAIN LINK
 DK6634'FENCE AND 13.8 FT (4.2 M) NORTH OF A CARSONITE WITNESS POST" ARE
 DK6634'INCORRECT.  THE CHAIN LINK FENCE IS NOW A 5' HIGH STUCCO WALL AND THE
 DK6634'CARSONITE WITNESS POST IS PLACED IN FRONT OF THE WALL.  ALSO THE MARK
 DK6634'IS 8.1 FT (2.5 M) WEST OF THE FACE OF AN ELECTRIC TRANSFORMER BOX.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2926 ***********************************************************************
 DM2926  DESIGNATION -  872 1789 B
 DM2926  PID         -  DM2926
 DM2926  STATE/COUNTY-  FL/BREVARD
 DM2926  COUNTRY     -  US
 DM2926  USGS QUAD   -  TROPIC (2018)
 DM2926
 DM2926                         *CURRENT SURVEY CONTROL
 DM2926  ______________________________________________________________________
 DM2926* NAD 83(1986) POSITION- 28 08 59.78   (N) 080 36 15.40   (W)   HD_HELD1
 DM2926* NAVD 88 ORTHO HEIGHT -     0.855 (meters)        2.81  (feet) ADJUSTED
 DM2926  ______________________________________________________________________
 DM2926  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 DM2926  DYNAMIC HEIGHT  -          0.854 (meters)        2.80  (feet) COMP
 DM2926  MODELED GRAVITY -    979,183.2   (mgal)                       NAVD 88
 DM2926
 DM2926  VERT ORDER      -  SECOND    CLASS I
 DM2926
 DM2926.The horizontal coordinates were determined by differentially corrected
 DM2926.hand held GPS observations or other comparable positioning techniques
 DM2926.and have an estimated accuracy of +/- 3 meters.
 DM2926
 DM2926.The orthometric height was determined by differential leveling and
 DM2926.adjusted by the NATIONAL GEODETIC SURVEY
 DM2926.in July 2011.
 DM2926
 DM2926.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2926.GEOID18 height accuracy estimate available here.
 DM2926
 DM2926.Click photographs - Photos may exist for this station.
 DM2926
 DM2926.The dynamic height is computed by dividing the NAVD 88
 DM2926.geopotential number by the normal gravity value computed on the
 DM2926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2926.degrees latitude (g = 980.6199 gals.).
 DM2926
 DM2926.The modeled gravity was interpolated from observed gravity values.
 DM2926
 DM2926;                    North         East    Units  Estimated Accuracy
 DM2926;SPC FL E     -   422,887.7     238,867.9     MT  (+/- 3 meters HH1 GPS) 
 DM2926
 DM2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3885413875(NAD 83)
 DM2926
 DM2926                          SUPERSEDED SURVEY CONTROL
 DM2926
 DM2926.No superseded survey control is available for this station.
 DM2926
 DM2926_STAMPING: 1789 B 1995
 DM2926_MARK LOGO: NOS
 DM2926_PROJECTION: RECESSED 13 CENTIMETERS
 DM2926_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM2926+SATELLITE: SATELLITE OBSERVATIONS - May 14, 2006
 DM2926
 DM2926  HISTORY     - Date     Condition        Report By
 DM2926  HISTORY     - 1995     MONUMENTED       FLDEP
 DM2926  HISTORY     - 20060514 GOOD             FLDEP
 DM2926  HISTORY     - 20200106 MARK NOT FOUND   GEOCAC
 DM2926
 DM2926                          STATION DESCRIPTION
 DM2926
 DM2926'DESCRIBED BY FL DEPT OF ENV PRO 2006 (TAA)
 DM2926'THE MARK IS IN INDIAN HARBOR BEACH, IN SECTION 11, TOWNSHIP 27 SOUTH,
 DM2926'RANGE 37 EAST.
 DM2926'
 DM2926'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD
 DM2926'518 IN MELBOURNE (EAU GALLIE BEACH), GO NORTH ON STATE ROAD A1A FOR
 DM2926'1.0 MI (1.6 KM) TO THE JUNCTION OF PINE TREE DRIVE ON THE LEFT.  TURN
 DM2926'LEFT ON PINE TREE DRIVE AND GO WEST FOR 0.5 MI (0.8 KM) TO THE
 DM2926'Y-JUNCTION OF BANANA RIVER DRIVE.  CONTINUE WEST ON BANANA RIVER DRIVE
 DM2926'FOR 0.4 MI (0.6 KM) TO THE INTERSECTION OF COUNTY ROAD 3.  CONTINUE
 DM2926'WEST ON MATHERS BRIDGE ROAD FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF
 DM2926'MARINA ISLES BOULEVARD ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN
 DM2926'THE TOP OF A ROUND CONCRETE MONUMENT RECESSED ABOUT 0.5 FT (0.2 M)
 DM2926'BELOW THE LEVEL OF THE GROUND.
 DM2926'
 DM2926'THE MARK IS LOCATED 459.3 FT (140.0 M) WEST OF 1789 C 1995, 262.5 FT
 DM2926'(80.0 M) NORTHEAST OF 1789 A 1995, 164.0 FT (50.0 M) EAST-NORTHEAST OF
 DM2926'1789 E, 131.2 FT (40.0 M) EAST OF 1789 G 1986, 65.6 FT (20.0 M) EAST
 DM2926'OF 1789 F 1986, 46.0 FT (14.0 M) NORTH OF THE APPROXIMATE CENTERLINE
 DM2926'OF BANANA RIVER DRIVE, 38.5 FT (11.7 M) EAST OF THE APPROXIMATE
 DM2926'CENTERLINE OF MARINA ISLES BOULEVARD (COUNTY ROAD 3), 12.7 FT (3.9 M)
 DM2926'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A 5.0 FT (1.5 M) SQUARE
 DM2926'CONCRETE DRAIN BOX, 4.7 FT (1.4 M) SOUTHEAST OF THE WEST END OF A 4.0
 DM2926'FT (1.2 M) TALL CONCRETE BLOCK FENCE AND 1.3 FT (0.4 M) SOUTH OF A
 DM2926'CARSONITE WITNESS POST.
 DM2926
 DM2926                          STATION RECOVERY (2020)
 DM2926
 DM2926'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DM2926'THE AREA HAS BEEN REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6604 ***********************************************************************
 DK6604  DESIGNATION -  872 1789 C TIDAL
 DK6604  PID         -  DK6604
 DK6604  STATE/COUNTY-  FL/BREVARD
 DK6604  COUNTRY     -  US
 DK6604  USGS QUAD   -  TROPIC (2018)
 DK6604
 DK6604                         *CURRENT SURVEY CONTROL
 DK6604  ______________________________________________________________________
 DK6604* NAD 83(1986) POSITION- 28 09 01.37   (N) 080 36 10.41   (W)   HD_HELD1
 DK6604* NAVD 88 ORTHO HEIGHT -     0.879 (meters)        2.88  (feet) ADJUSTED
 DK6604  ______________________________________________________________________
 DK6604  GEOID HEIGHT    -        -28.266 (meters)                     GEOID18
 DK6604  DYNAMIC HEIGHT  -          0.878 (meters)        2.88  (feet) COMP
 DK6604  MODELED GRAVITY -    979,183.3   (mgal)                       NAVD 88
 DK6604
 DK6604  VERT ORDER      -  FIRST     CLASS II
 DK6604
 DK6604.The horizontal coordinates were determined by differentially corrected
 DK6604.hand held GPS observations or other comparable positioning techniques
 DK6604.and have an estimated accuracy of +/- 3 meters.
 DK6604
 DK6604.The orthometric height was determined by differential leveling and
 DK6604.adjusted by the NATIONAL GEODETIC SURVEY
 DK6604.in April 2009.
 DK6604
 DK6604.No vertical observational check was made to the station.
 DK6604
 DK6604.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6604.GEOID18 height accuracy estimate available here.
 DK6604
 DK6604.Click photographs - Photos may exist for this station.
 DK6604
 DK6604.The dynamic height is computed by dividing the NAVD 88
 DK6604.geopotential number by the normal gravity value computed on the
 DK6604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6604.degrees latitude (g = 980.6199 gals.).
 DK6604
 DK6604.The modeled gravity was interpolated from observed gravity values.
 DK6604
 DK6604;                    North         East    Units  Estimated Accuracy
 DK6604;SPC FL E     -   422,937.0     239,003.8     MT  (+/- 3 meters HH1 GPS) 
 DK6604
 DK6604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3899013924(NAD 83)
 DK6604
 DK6604                          SUPERSEDED SURVEY CONTROL
 DK6604
 DK6604.No superseded survey control is available for this station.
 DK6604
 DK6604_MARKER: DJ = TIDAL STATION DISK
 DK6604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6604_STAMPING: 1789 C 1995
 DK6604_MARK LOGO: NOS
 DK6604_PROJECTION: FLUSH
 DK6604_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6604+STABILITY: SURFACE MOTION
 DK6604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6604+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2026
 DK6604
 DK6604  HISTORY     - Date     Condition        Report By
 DK6604  HISTORY     - 1995     MONUMENTED       FLDEP
 DK6604  HISTORY     - 20060419 GOOD             FLDEP
 DK6604  HISTORY     - 20060514 GOOD             FLDEP
 DK6604  HISTORY     - 20120131 GOOD             GEOCAC
 DK6604  HISTORY     - 20200106 GOOD             GEOCAC
 DK6604  HISTORY     - 20260131 GOOD             FLDEP
 DK6604
 DK6604                          STATION DESCRIPTION
 DK6604
 DK6604'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6604'RECOVERED AS DESCRIBED.
 DK6604
 DK6604                          STATION RECOVERY (2006)
 DK6604
 DK6604'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (TAA)
 DK6604'THE MARK IS IN INDIAN HARBOR BEACH, EAST OF THE MATHERS BRIDGE, IN
 DK6604'SECTION 11, TOWNSHIP 27 SOUTH, RANGE 37 EAST.
 DK6604'
 DK6604'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD
 DK6604'518 IN MELBOURNE (EAU GALLIE BEACH), GO NORTH ON STATE ROAD A1A FOR
 DK6604'1.0 MI (1.6 KM) TO THE JUNCTION OF PINE TREE DRIVE ON THE LEFT.  TURN
 DK6604'LEFT ON PINE TREE DRIVE AND GO WEST FOR 0.5 MI (0.8 KM) TO THE
 DK6604'Y-JUNCTION OF BANANA RIVER DRIVE.  CONTINUE WEST ON BANANA RIVER DRIVE
 DK6604'FOR 0.4 MI (0.6 KM) TO THE INTERSECTION OF COUNTY ROAD 3 (STATE ROAD
 DK6604'513).  CONTINUE WEST ON MATHERS BRIDGE ROAD FOR 0.15 MI (0.2 KM) TO
 DK6604'THE JUNCTION OF COCONUT ROAD ON THE RIGHT AND THE MARK ON THE RIGHT,
 DK6604'SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND
 DK6604'LEVEL WITH THE COUNTY ROAD 3 (STATE ROAD 513).
 DK6604'
 DK6604'THE MARK IS LOCATED 459.3 FT (140.0 M) EAST OF 1789 B 1995, 61.0 FT
 DK6604'(18.6 M) WEST OF THE APPROXIMATE CENTERLINE OF COCONUT ROAD, 48.2 FT
 DK6604'(14.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF MATHERS BRIDGE ROAD,
 DK6604'36.3 FT (11.1 M) SOUTHWEST OF THE EAST END OF A 4.0 FT (1.2 M) TALL
 DK6604'CONCRETE BLOCK FENCE, 6.5 FT (2.0 M) NORTH OF THE NORTH EDGE OF A
 DK6604'SIDEWALK, 2.4 FT (0.7 M) SOUTH OF A 6.0 FT (1.8 M) TALL BLOCK FENCE
 DK6604'AND 1.4 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 DK6604'
 DK6604'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE NORTH SIDE OF THE
 DK6604'MONUMENT.
 DK6604
 DK6604                          STATION RECOVERY (2012)
 DK6604
 DK6604'RECOVERY NOTE BY GEOCACHING 2012 (EP)
 DK6604'RECOVERED IN GOOD CONDITION.
 DK6604
 DK6604                          STATION RECOVERY (2020)
 DK6604
 DK6604'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6604'RECOVERED IN GOOD CONDITION.
 DK6604
 DK6604                          STATION RECOVERY (2026)
 DK6604
 DK6604'RECOVERY NOTE BY FL DEPT OF ENV PRO 2026 (RXG)
 DK6604'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6695 ***********************************************************************
 DK6695  DESIGNATION -  872 1789 DD TIDAL
 DK6695  PID         -  DK6695
 DK6695  STATE/COUNTY-  FL/BREVARD
 DK6695  COUNTRY     -  US
 DK6695  USGS QUAD   -  TROPIC (2018)
 DK6695
 DK6695                         *CURRENT SURVEY CONTROL
 DK6695  ______________________________________________________________________
 DK6695* NAD 83(1986) POSITION- 28 09 02.14   (N) 080 35 58.86   (W)   HD_HELD1
 DK6695* NAVD 88 ORTHO HEIGHT -     0.952 (meters)        3.12  (feet) ADJUSTED
 DK6695  ______________________________________________________________________
 DK6695  GEOID HEIGHT    -        -28.268 (meters)                     GEOID18
 DK6695  DYNAMIC HEIGHT  -          0.950 (meters)        3.12  (feet) COMP
 DK6695  MODELED GRAVITY -    979,183.6   (mgal)                       NAVD 88
 DK6695
 DK6695  VERT ORDER      -  FIRST     CLASS II
 DK6695
 DK6695.The horizontal coordinates were determined by differentially corrected
 DK6695.hand held GPS observations or other comparable positioning techniques
 DK6695.and have an estimated accuracy of +/- 3 meters.
 DK6695
 DK6695.The orthometric height was determined by differential leveling and
 DK6695.adjusted by the NATIONAL GEODETIC SURVEY
 DK6695.in April 2009.
 DK6695
 DK6695.No vertical observational check was made to the station.
 DK6695
 DK6695.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6695.GEOID18 height accuracy estimate available here.
 DK6695
 DK6695.Click photographs - Photos may exist for this station.
 DK6695
 DK6695.The dynamic height is computed by dividing the NAVD 88
 DK6695.geopotential number by the normal gravity value computed on the
 DK6695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6695.degrees latitude (g = 980.6199 gals.).
 DK6695
 DK6695.The modeled gravity was interpolated from observed gravity values.
 DK6695
 DK6695;                    North         East    Units  Estimated Accuracy
 DK6695;SPC FL E     -   422,961.8     239,318.9     MT  (+/- 3 meters HH1 GPS) 
 DK6695
 DK6695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3930513949(NAD 83)
 DK6695
 DK6695                          SUPERSEDED SURVEY CONTROL
 DK6695
 DK6695.No superseded survey control is available for this station.
 DK6695
 DK6695_MARKER: F = FLANGE-ENCASED ROD
 DK6695_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6695_STAMPING: 1789 DD 1995
 DK6695_MARK LOGO: NGS
 DK6695_PROJECTION: RECESSED 6 CENTIMETERS
 DK6695_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6695+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2026
 DK6695_ROD/PIPE-DEPTH: 24.4 meters
 DK6695
 DK6695  HISTORY     - Date     Condition        Report By
 DK6695  HISTORY     - 1995     MONUMENTED       FLDEP
 DK6695  HISTORY     - 20060514 GOOD             FLDEP
 DK6695  HISTORY     - 20061025 GOOD             FLDEP
 DK6695  HISTORY     - 20200106 GOOD             GEOCAC
 DK6695  HISTORY     - 20260131 SEE DESCRIPTION  FLDEP
 DK6695
 DK6695                          STATION DESCRIPTION
 DK6695
 DK6695'DESCRIBED BY FL DEPT OF ENV PRO 2006 (TAA)
 DK6695'RECOVERED AS DESCRIBED.
 DK6695
 DK6695                          STATION RECOVERY (2006)
 DK6695
 DK6695'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6695'THE MARK IS IN INDIAN HARBOR BEACH, EAST OF THE MATHERS BRIDGE, IN
 DK6695'SECTION 11, TOWNSHIP 27 SOUTH, RANGE 37 EAST.
 DK6695'
 DK6695'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD
 DK6695'518 IN MELBOURNE (EAU GALLIE BEACH), GO NORTH ON STATE ROAD A1A FOR
 DK6695'1.0 MI (1.6 KM) TO THE JUNCTION OF PINETREE DRIVE ON THE LEFT, TURN
 DK6695'LEFT ON PINETREE DRIVE AND GO WEST FOR 0.5 MI (0.8 KM) TO THE
 DK6695'Y-JUNCTION OF BANANA RIVER DRIVE, CONTINUE WEST ON BANANA RIVER DRIVE
 DK6695'FOR 0.4 MI (0.6 KM) TO THE INTERSECTION OF COUNTY ROAD 3, TURN LEFT ON
 DK6695'COUNTY ROAD 3 AND GO SOUTH FOR 0.05 MI (0.1 KM) TO THE MARK ON THE
 DK6695'LEFT, NEAR THE SOUTHWEST PROPERTY CORNER OF THE FIRST UNION BANK A
 DK6695'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M)
 DK6695'WITH A NGS LOGO CAP FLUSH WITH THE GROUND, THE DATUM POINT IS RECESSED
 DK6695'0.2 FT (0.1 M) BELOW THE LEVEL OF THE NGS LOGO.
 DK6695'
 DK6695'LOCATED 48.3 FT (14.7 M) EAST OF THE APPROXIMATE CENTERLINE OF SOUTH
 DK6695'PATRICK DRIVE, 20.0 FT (6.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DK6695'THE MOST SOUTHWESTERN ENTRANCE OF THE FIRST UNION BANK, 16.4 FT (5.0
 DK6695'M) NORTHEAST OF THE WEST END OF A 5.0 FT (1.5 M) TALL CONCRETE BLOCK
 DK6695'FENCE AND 6.3 FT (1.9 M) NORTH OF A CARSONITE WITNESS POST.
 DK6695'
 DK6695'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DK6695'
 DK6695'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DK6695'LOGO CAP.
 DK6695
 DK6695                          STATION RECOVERY (2020)
 DK6695
 DK6695'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6695'REPLACE REFERENCES TO FIRST UNION BANK WITH SCHUMACHER ORTHODONTICS.
 DK6695
 DK6695                          STATION RECOVERY (2026)
 DK6695
 DK6695'RECOVERY NOTE BY FL DEPT OF ENV PRO 2026 (RXG)
 DK6695'RECOVERED IN GOOD CONDITION.
 DK6695'
 DK6695'NOTE-WITH THE FOLLOWING ADDITIONS: THE MARK IS IN FAIR CONDITION, SOME
 DK6695'OF THE STAMPING IS FADED AND DIFFICULT TO READ, PARTICULARLY THE DATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6701 ***********************************************************************
 DK6701  DESIGNATION -  872 1789 EE TIDAL
 DK6701  PID         -  DK6701
 DK6701  STATE/COUNTY-  FL/BREVARD
 DK6701  COUNTRY     -  US
 DK6701  USGS QUAD   -  TROPIC (2018)
 DK6701
 DK6701                         *CURRENT SURVEY CONTROL
 DK6701  ______________________________________________________________________
 DK6701* NAD 83(1986) POSITION- 28 09 08.40   (N) 080 35 41.29   (W)   HD_HELD1
 DK6701* NAVD 88 ORTHO HEIGHT -     1.796 (meters)        5.89  (feet) ADJUSTED
 DK6701  ______________________________________________________________________
 DK6701  GEOID HEIGHT    -        -28.272 (meters)                     GEOID18
 DK6701  DYNAMIC HEIGHT  -          1.793 (meters)        5.88  (feet) COMP
 DK6701  MODELED GRAVITY -    979,184.1   (mgal)                       NAVD 88
 DK6701
 DK6701  VERT ORDER      -  FIRST     CLASS II
 DK6701
 DK6701.The horizontal coordinates were determined by differentially corrected
 DK6701.hand held GPS observations or other comparable positioning techniques
 DK6701.and have an estimated accuracy of +/- 3 meters.
 DK6701
 DK6701.The orthometric height was determined by differential leveling and
 DK6701.adjusted by the NATIONAL GEODETIC SURVEY
 DK6701.in April 2009.
 DK6701
 DK6701.No vertical observational check was made to the station.
 DK6701
 DK6701.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6701.GEOID18 height accuracy estimate available here.
 DK6701
 DK6701.Click photographs - Photos may exist for this station.
 DK6701
 DK6701.The dynamic height is computed by dividing the NAVD 88
 DK6701.geopotential number by the normal gravity value computed on the
 DK6701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6701.degrees latitude (g = 980.6199 gals.).
 DK6701
 DK6701.The modeled gravity was interpolated from observed gravity values.
 DK6701
 DK6701;                    North         East    Units  Estimated Accuracy
 DK6701;SPC FL E     -   423,156.1     239,797.6     MT  (+/- 3 meters HH1 GPS) 
 DK6701
 DK6701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3978414143(NAD 83)
 DK6701
 DK6701                          SUPERSEDED SURVEY CONTROL
 DK6701
 DK6701.No superseded survey control is available for this station.
 DK6701
 DK6701_MARKER: DJ = TIDAL STATION DISK
 DK6701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6701_STAMPING: 1789 EE 1995
 DK6701_MARK LOGO: NOS
 DK6701_PROJECTION: FLUSH
 DK6701_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6701+STABILITY: SURFACE MOTION
 DK6701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6701+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2026
 DK6701
 DK6701  HISTORY     - Date     Condition        Report By
 DK6701  HISTORY     - 1995     MONUMENTED       FLDEP
 DK6701  HISTORY     - 20061025 GOOD             FLDEP
 DK6701  HISTORY     - 20200106 GOOD             GEOCAC
 DK6701  HISTORY     - 20260131 GOOD             FLDEP
 DK6701
 DK6701                          STATION DESCRIPTION
 DK6701
 DK6701'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6701'THE MARK IS IN INDIAN HARBOR BEACH, EAST OF THE MATHERS BRIDGE, NEAR
 DK6701'THE NORTHWEST PROPERTY CORNER OF THE INDIAN HARBOR BEACH FIRE
 DK6701'DEPARTMENT STATION 56 IN SECTION 11, TOWNSHIP 27 SOUTH, RANGE 37 EAST.
 DK6701'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD
 DK6701'518 IN MELBOURNE (EAU GALLIE BEACH), GO NORTH ON STATE ROAD A1A FOR
 DK6701'1.0 MI (1.6 KM) TO THE JUNCTION OF PINETREE DRIVE ON THE LEFT, TURN
 DK6701'LEFT ON PINETREE DRIVE AND GO WEST FOR 0.5 MI (0.8 KM) TO THE
 DK6701'Y-JUNCTION OF BANANA RIVER DRIVE, CONTINUE WEST ON BANANA RIVER DRIVE
 DK6701'FOR 0.4 MI (0.6 KM) TO THE INTERSECTION OF COUNTY ROAD 3, CONTINUE
 DK6701'WEST ON MATHERS BRIDGE ROAD FOR ABOUT 0.7 MI (1.1 KM) TO THE MARK ON
 DK6701'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DK6701'GROUND.
 DK6701'
 DK6701'LOCATED 57.4 FT (17.5 M) NORTHEAST OF THE NORTHEAST CORNER OF A 12.0
 DK6701'FT (3.7 M) TALL CHAIN LINK FENCE (TENNIS COURTS), 34.0 FT (10.4 M)
 DK6701'SOUTH OF THE APPROXIMATE CENTERLINE OF BANANA RIVER DRIVE, 30.0 FT
 DK6701'(9.1 M) NORTHWEST OF THE NORTHWEST CORNER OF THE FIRE STATION BUILDING
 DK6701'AND 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DK6701
 DK6701                          STATION RECOVERY (2020)
 DK6701
 DK6701'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6701'UPDATED DIRECTIONS FOLLOW.  FROM THE JUNCTION OF STATE ROADS A1A AND
 DK6701'518 IN MELBOURNE, GO NORTH ON HIGHWAY A1A FOR 1.0 MI (1.6 KM) TO THE
 DK6701'JUNCTION OF PINETREE DRIVE ON THE LEFT.  TURN LEFT ON PINETREE DRIVE
 DK6701'AND GO WEST FOR 0.5 MI (0.8 KM) TO THE Y-JUNCTION OF BANANA RIVER
 DK6701'DRIVE.  CONTINUE WEST ON BANANA RIVER DRIVE FOR 0.1 MI (0.2 KM) TO THE
 DK6701'FIRE STATION AND THE MARK ON THE LEFT.  THE MARK IS 1.8 FT (0.5 M)
 DK6701'NORTH OF A WOODEN POWER POLE WITH TWO GUY WIRES.  THE WITNESS POST HAS
 DK6701'BEEN REMOVED.
 DK6701
 DK6701                          STATION RECOVERY (2026)
 DK6701
 DK6701'RECOVERY NOTE BY FL DEPT OF ENV PRO 2026 (RXG)
 DK6701'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6990 ***********************************************************************
 AK6990  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6990  DESIGNATION -  872 1789 F TIDAL
 AK6990  PID         -  AK6990
 AK6990  STATE/COUNTY-  FL/BREVARD
 AK6990  COUNTRY     -  US
 AK6990  USGS QUAD   -  TROPIC (2018)
 AK6990
 AK6990                         *CURRENT SURVEY CONTROL
 AK6990  ______________________________________________________________________
 AK6990* NAD 83(1986) POSITION- 28 08 59.07   (N) 080 36 17.70   (W)   HD_HELD1
 AK6990* NAVD 88 ORTHO HEIGHT -     1.072 (meters)        3.52  (feet) ADJUSTED
 AK6990  ______________________________________________________________________
 AK6990  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 AK6990  DYNAMIC HEIGHT  -          1.070 (meters)        3.51  (feet) COMP
 AK6990  MODELED GRAVITY -    979,183.1   (mgal)                       NAVD 88
 AK6990
 AK6990  VERT ORDER      -  SECOND    CLASS I
 AK6990
 AK6990.The horizontal coordinates were determined by differentially corrected
 AK6990.hand held GPS observations or other comparable positioning techniques
 AK6990.and have an estimated accuracy of +/- 3 meters.
 AK6990
 AK6990.The orthometric height was determined by differential leveling and
 AK6990.adjusted by the NATIONAL GEODETIC SURVEY
 AK6990.in July 2011.
 AK6990
 AK6990.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6990.GEOID18 height accuracy estimate available here.
 AK6990
 AK6990.This Tidal Bench Mark is designated as VM 5365
 AK6990.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK6990
 AK6990.Click photographs - Photos may exist for this station.
 AK6990
 AK6990.The dynamic height is computed by dividing the NAVD 88
 AK6990.geopotential number by the normal gravity value computed on the
 AK6990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6990.degrees latitude (g = 980.6199 gals.).
 AK6990
 AK6990.The modeled gravity was interpolated from observed gravity values.
 AK6990
 AK6990;                    North         East    Units  Estimated Accuracy
 AK6990;SPC FL E     -   422,865.6     238,805.2     MT  (+/- 3 meters HH1 GPS) 
 AK6990
 AK6990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3879113853(NAD 83)
 AK6990
 AK6990                          SUPERSEDED SURVEY CONTROL
 AK6990
 AK6990  NAVD 88 (09/06/96)    1.055  (m)            3.46   (f) SUPERSEDED  2 1
 AK6990  NGVD 29 (09/01/92)    1.485  (m)            4.87   (f) ADJUSTED    2 1
 AK6990
 AK6990.Superseded values are not recommended for survey control.
 AK6990
 AK6990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6990.See file dsdata.pdf to determine how the superseded data were derived.
 AK6990
 AK6990_MARKER: DB = BENCH MARK DISK
 AK6990_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AK6990_STAMPING: 1789 F 1986
 AK6990_MARK LOGO: NOS
 AK6990_PROJECTION: RECESSED 3 CENTIMETERS
 AK6990_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6990_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AK6990_ROD/PIPE-DEPTH: 16.2 meters
 AK6990
 AK6990  HISTORY     - Date     Condition        Report By
 AK6990  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6990  HISTORY     - 19950302 MARK NOT FOUND   USPSQD
 AK6990  HISTORY     - 20000606 MARK NOT FOUND   USPSQD
 AK6990  HISTORY     - 20041205 MARK NOT FOUND   FL-009
 AK6990  HISTORY     - 20060420 MARK NOT FOUND   FLDEP
 AK6990  HISTORY     - 20120131 MARK NOT FOUND   GEOCAC
 AK6990
 AK6990                          STATION DESCRIPTION
 AK6990
 AK6990'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6990'IN INDIAN HARBOR BEACH.
 AK6990'BEGIN AT THE EAST END OF THE STATE ROAD 518 BRIDGE OVER THE
 AK6990'INTRACOASTAL WATERWAY IN INDIAN HARBOR BEACH, GO 0.2 MILE EAST ON
 AK6990'STATE ROAD 518 TO THE JUNCTION OF STATE ROAD 513 (SOUTH PATRICK
 AK6990'DRIVE), GO 0.9 MILE NORTH ON STATE ROAD 513 TO THE JUNCTION OF BANANA
 AK6990'RIVER DRIVE, GO 0.3 MILE WEST ON BANANA RIVER DRIVE TO THE MARK.  THE
 AK6990'MARK BEARS 50 FEET NORTH-NORTHWEST OF THE CENTERLINE OF BANANA RIVER
 AK6990'DRIVE, 1.9 FEET SOUTH-SOUTHWEST OF A 4-FOOT HIGH CONCRETE WALL AND
 AK6990'60.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE OVER THE
 AK6990'BANANA RIVER.
 AK6990'THE MARK IS 0.4 FT  SSE FROM A WITNESS POST.
 AK6990
 AK6990                          STATION RECOVERY (1995)
 AK6990
 AK6990'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK6990'MARK NOT FOUND.
 AK6990
 AK6990                          STATION RECOVERY (2000)
 AK6990
 AK6990'RECOVERY NOTE BY US POWER SQUADRON 2000 (GVK)
 AK6990'NO 4FT HI WALL.  NO WITNESS POST. BULLDOZER WORK IN THE AREA.
 AK6990
 AK6990                          STATION RECOVERY (2004)
 AK6990
 AK6990'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK6990'MARK NOT FOUND.
 AK6990
 AK6990                          STATION RECOVERY (2006)
 AK6990
 AK6990'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (TAA)
 AK6990'DESTROYED 02-27-2001.
 AK6990
 AK6990                          STATION RECOVERY (2012)
 AK6990
 AK6990'RECOVERY NOTE BY GEOCACHING 2012 (EP)
 AK6990'AREA HAS BEEN EXTENSIVELY REWORKED. NO SIGN OF WITNESS POST, CONCRETE
 AK6990'WALL IS NOW 6 FEET HIGH AND AREA HAS BEEN LANDSCAPED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6991 ***********************************************************************
 AK6991  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6991  DESIGNATION -  872 1789 G TIDAL
 AK6991  PID         -  AK6991
 AK6991  STATE/COUNTY-  FL/BREVARD
 AK6991  COUNTRY     -  US
 AK6991  USGS QUAD   -  TROPIC (2018)
 AK6991
 AK6991                         *CURRENT SURVEY CONTROL
 AK6991  ______________________________________________________________________
 AK6991* NAD 83(1986) POSITION- 28 08 59.27   (N) 080 36 16.70   (W)   HD_HELD1
 AK6991* NAVD 88 ORTHO HEIGHT -     0.864 (meters)        2.83  (feet) ADJUSTED
 AK6991  ______________________________________________________________________
 AK6991  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 AK6991  DYNAMIC HEIGHT  -          0.863 (meters)        2.83  (feet) COMP
 AK6991  MODELED GRAVITY -    979,183.1   (mgal)                       NAVD 88
 AK6991
 AK6991  VERT ORDER      -  SECOND    CLASS I
 AK6991
 AK6991.The horizontal coordinates were determined by differentially corrected
 AK6991.hand held GPS observations or other comparable positioning techniques
 AK6991.and have an estimated accuracy of +/- 3 meters.
 AK6991
 AK6991.The orthometric height was determined by differential leveling and
 AK6991.adjusted by the NATIONAL GEODETIC SURVEY
 AK6991.in July 2011.
 AK6991
 AK6991.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6991.GEOID18 height accuracy estimate available here.
 AK6991
 AK6991.This Tidal Bench Mark is designated as VM 5366
 AK6991.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK6991
 AK6991.Click photographs - Photos may exist for this station.
 AK6991
 AK6991.The dynamic height is computed by dividing the NAVD 88
 AK6991.geopotential number by the normal gravity value computed on the
 AK6991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6991.degrees latitude (g = 980.6199 gals.).
 AK6991
 AK6991.The modeled gravity was interpolated from observed gravity values.
 AK6991
 AK6991;                    North         East    Units  Estimated Accuracy
 AK6991;SPC FL E     -   422,871.8     238,832.4     MT  (+/- 3 meters HH1 GPS) 
 AK6991
 AK6991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3881913859(NAD 83)
 AK6991
 AK6991                          SUPERSEDED SURVEY CONTROL
 AK6991
 AK6991  NAVD 88 (09/06/96)    0.848  (m)            2.78   (f) SUPERSEDED  2 1
 AK6991  NGVD 29 (09/01/92)    1.277  (m)            4.19   (f) ADJUSTED    2 1
 AK6991
 AK6991.Superseded values are not recommended for survey control.
 AK6991
 AK6991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6991.See file dsdata.pdf to determine how the superseded data were derived.
 AK6991
 AK6991_MARKER: DB = BENCH MARK DISK
 AK6991_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK6991_SP_SET: BOX DRAIN
 AK6991_STAMPING: 1789 G 1986
 AK6991_MARK LOGO: NOS
 AK6991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6991+STABILITY: SURFACE MOTION
 AK6991_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AK6991+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2006
 AK6991
 AK6991  HISTORY     - Date     Condition        Report By
 AK6991  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6991  HISTORY     - 19950302 MARK NOT FOUND   USPSQD
 AK6991  HISTORY     - 20000606 MARK NOT FOUND   USPSQD
 AK6991  HISTORY     - 20060420 GOOD             FLDEP
 AK6991  HISTORY     - 20120131 MARK NOT FOUND   GEOCAC
 AK6991  HISTORY     - 20200106 MARK NOT FOUND   GEOCAC
 AK6991
 AK6991                          STATION DESCRIPTION
 AK6991
 AK6991'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6991'IN INDIAN HARBOR BEACH.
 AK6991'BEGIN AT THE EAST END OF THE STATE ROAD 518 BRIDGE OVER THE
 AK6991'INTRACOASTAL WATERWAY IN INDIAN HARBOR BEACH, GO 0.2 MILE EAST ON
 AK6991'STATE ROAD 518 TO THE JUNCTION OF STATE ROAD 513 (SOUTH PATRICK
 AK6991'DRIVE), GO 0.9 MILE NORTH ON STATE ROAD 513 TO THE JUNCTION OF BANANA
 AK6991'RIVER DRIVE, GO 0.3 MILE WEST ON BANANA RIVER DRIVE TO THE MARK.  THE
 AK6991'MARK BEARS 140.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 AK6991'BRIDGE OVER THE BANANA RIVER, 39 FEET NORTH-NORTHWEST OF THE
 AK6991'CENTERLINE OF BANANA RIVER DRIVE, 12.1 FEET SOUTH-SOUTHEAST OF A
 AK6991'4-FOOT HIGH CONCRETE WALL, 90.1 FEET WEST OF TIDAL BENCH MARK 1749 F
 AK6991'1986 AND IS SET IN A 6-FOOT BY 6-FOOT CONCRETE BOX DRAIN.
 AK6991
 AK6991                          STATION RECOVERY (1995)
 AK6991
 AK6991'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK6991'MARK NOT FOUND.
 AK6991
 AK6991                          STATION RECOVERY (2000)
 AK6991
 AK6991'RECOVERY NOTE BY US POWER SQUADRON 2000 (GVK)
 AK6991'NO 4FT HI WALL.  NO 6X6 BOX DRAIN (CONCRETE).  THE AREA HAS BEEN
 AK6991'RE-WORKED.
 AK6991
 AK6991                          STATION RECOVERY (2006)
 AK6991
 AK6991'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (TAA)
 AK6991'THE MARK IS IN INDIAN HARBOR BEACH, EAST OF THE NORTHEAST END OF
 AK6991'MATHERS BRIDGE NEAR THE EAST BANK OF THE BANANA RIVER, IN SECTION 11,
 AK6991'TOWNSHIP 27 SOUTH, RANGE 37 EAST.
 AK6991'
 AK6991'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD
 AK6991'518 IN MELBOURNE (EAU GALLIE BEACH), GO NORTH ON STATE ROAD A1A FOR
 AK6991'1.0 MI (1.6 KM) TO THE JUNCTION OF PINE TREE DRIVE ON THE LEFT.  TURN
 AK6991'LEFT ON PINE TREE DRIVE AND GO WEST FOR 0.5 MI (0.8 KM) TO THE
 AK6991'Y-JUNCTION OF BANANA RIVER DRIVE.  CONTINUE WEST ON BANANA RIVER DRIVE
 AK6991'FOR 0.4 MI (0.6 KM) TO THE INTERSECTION OF COUNTY ROAD 3.  CONTINUE
 AK6991'WEST ON MATHERS BRIDGE ROAD FOR 0.3 MI (0.5 KM) TO THE MARK ON THE
 AK6991'RIGHT, SET FLUSH IN THE TOP OF A 6.0 FT (1.8 M) SQUARE CONCRETE BOX
 AK6991'DRAIN ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF THE MATHERS BRIDGE ROAD.
 AK6991'THE MARK IS LOCATED 162.5 FT (49.5 M) NORTHEAST OF 1789 A 1995, 164.0
 AK6991'FT (50.0 M) EAST-NORTHEAST OF 1789 E, 140.5 FT (42.8 M) EAST-NORTHEAST
 AK6991'OF THE NORTHEAST END OF THE MATHERS BRIDGE, 131.2 FT (40.0 M) WEST OF
 AK6991'1789 B 1995, 90.1 FT (27.5 M) WEST OF 1789 F 1986, 39.0 FT (11.9 M)
 AK6991'NORTH OF THE APPROXIMATE CENTERLINE OF MATHERS BRIDGE ROAD AND 12.1 FT
 AK6991'(3.7 M) SOUTH OF A 4.0 FT (1.2 M) TALL CONCRETE BLOCK FENCE.
 AK6991
 AK6991                          STATION RECOVERY (2012)
 AK6991
 AK6991'RECOVERY NOTE BY GEOCACHING 2012 (EP)
 AK6991'MARK NOT FOUND.
 AK6991
 AK6991                          STATION RECOVERY (2020)
 AK6991
 AK6991'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK6991'THE BOX DRAIN HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6605 ***********************************************************************
 DK6605  DESIGNATION -  872 1789 GG TIDAL
 DK6605  PID         -  DK6605
 DK6605  STATE/COUNTY-  FL/BREVARD
 DK6605  COUNTRY     -  US
 DK6605  USGS QUAD   -  TROPIC (2018)
 DK6605
 DK6605                         *CURRENT SURVEY CONTROL
 DK6605  ______________________________________________________________________
 DK6605* NAD 83(1986) POSITION- 28 08 59.4    (N) 080 36 16.2    (W)   HD_HELD2
 DK6605* NAVD 88 ORTHO HEIGHT -     0.941 (meters)        3.09  (feet) ADJUSTED
 DK6605  ______________________________________________________________________
 DK6605  GEOID HEIGHT    -        -28.264 (meters)                     GEOID18
 DK6605  DYNAMIC HEIGHT  -          0.940 (meters)        3.08  (feet) COMP
 DK6605  MODELED GRAVITY -    979,183.1   (mgal)                       NAVD 88
 DK6605
 DK6605  VERT ORDER      -  FIRST     CLASS II
 DK6605
 DK6605.The horizontal coordinates were established by autonomous hand held GPS
 DK6605.observations and have an estimated accuracy of +/- 10 meters.
 DK6605
 DK6605.The orthometric height was determined by differential leveling and
 DK6605.adjusted by the NATIONAL GEODETIC SURVEY
 DK6605.in April 2009.
 DK6605
 DK6605.No vertical observational check was made to the station.
 DK6605
 DK6605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6605.GEOID18 height accuracy estimate available here.
 DK6605
 DK6605.Click photographs - Photos may exist for this station.
 DK6605
 DK6605.The dynamic height is computed by dividing the NAVD 88
 DK6605.geopotential number by the normal gravity value computed on the
 DK6605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6605.degrees latitude (g = 980.6199 gals.).
 DK6605
 DK6605.The modeled gravity was interpolated from observed gravity values.
 DK6605
 DK6605;                    North         East    Units  Estimated Accuracy
 DK6605;SPC FL E     -   422,876.      238,846.      MT  (+/- 10 meters HH2 GPS)
 DK6605
 DK6605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3883213863(NAD 83)
 DK6605
 DK6605                          SUPERSEDED SURVEY CONTROL
 DK6605
 DK6605.No superseded survey control is available for this station.
 DK6605
 DK6605_MARKER: DD = SURVEY DISK
 DK6605_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6605_SP_SET: DRAIN
 DK6605_STAMPING: 1789 GG 2006
 DK6605_MARK LOGO: FLDEP
 DK6605_PROJECTION: FLUSH
 DK6605_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6605+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2026
 DK6605
 DK6605  HISTORY     - Date     Condition        Report By
 DK6605  HISTORY     - 20060428 MONUMENTED       FLDEP
 DK6605  HISTORY     - 20120131 GOOD             GEOCAC
 DK6605  HISTORY     - 20200106 GOOD             GEOCAC
 DK6605  HISTORY     - 20250630 GOOD             FL-009
 DK6605  HISTORY     - 20260131 GOOD             FLDEP
 DK6605
 DK6605                          STATION DESCRIPTION
 DK6605
 DK6605'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6605'THE MARK IS IN INDIAN HARBOR BEACH, EAST OF THE MATHERS BRIDGE, IN
 DK6605'SECTION 11, TOWNSHIP  27 SOUTH, RANGE 37 EAST.
 DK6605'
 DK6605'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A AND STATE
 DK6605'HIGHWAY 518 (EAU  GALLIE BEACH) IN MELBOURNE, GO NORTH ON STATE
 DK6605'HIGHWAY A1A FOR 1.0 MI TO THE JUNCTION OF  PINETREE DRIVE ON THE LEFT,
 DK6605'TURN LEFT ON PINETREE DRIVE AND GO WEST FOR 0.5 MI TO THE  Y-JUNCTION
 DK6605'OF BANANA RIVER DRIVE, CONTINUE WEST ON BANANA RIVER DRIVE FOR 0.4 MI
 DK6605'TO THE  INTERSECTION OF STATE HIGHWAY 513 (COUNTY ROAD 3), CONTINUE
 DK6605'WEST ON MATHERS BRIDGE  ROAD FOR 0.2 MI TO THE JUNCTION OF MARINA
 DK6605'ISLES BOULEVARD ON THE RIGHT AND THE MARK ON  THE RIGHT, SET FLUSH
 DK6605'NEAR THE SOUTHWEST CORNER OF A 9.3 FT BY 10.3 FT CONCRETE DRAIN  ABOUT
 DK6605'LEVEL WITH BANANA RIVER DRIVE.
 DK6605'
 DK6605'LOCATED 43.0 FT WEST OF THE APPROXIMATE CENTERLINE OF MARINA ISLES
 DK6605'BOULEVARD, 37.0 FT  NORTH OF THE CENTERLINE OF BANANA RIVER DRIVE, 5.0
 DK6605'FT NORTH OF THE NORTH SIDE OF THE  SIDEWALK AND 2.3 FT NORTHEAST OF
 DK6605'THE SOUTHWEST CORNER OF THE DRAIN.
 DK6605
 DK6605                          STATION RECOVERY (2012)
 DK6605
 DK6605'RECOVERY NOTE BY GEOCACHING 2012 (EP)
 DK6605'RECOVERED IN GOOD CONDITION.
 DK6605
 DK6605                          STATION RECOVERY (2020)
 DK6605
 DK6605'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6605'RECOVERED IN GOOD CONDITION.
 DK6605
 DK6605                          STATION RECOVERY (2025)
 DK6605
 DK6605'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2025 (SV)
 DK6605'RECOVERED IN GOOD CONDITION.
 DK6605
 DK6605                          STATION RECOVERY (2026)
 DK6605
 DK6605'RECOVERY NOTE BY FL DEPT OF ENV PRO 2026 (RXG)
 DK6605'RECOVERED IN GOOD CONDITION.
 DK6605'
 DK6605'NOTE-WITH THE FOLLOWING ADDITION: THE 2.3 FT (0.7 M) NORTHEAST OF THE
 DK6605'SOUTHWEST CORNER OF THE DRAIN IS A LIFT STATION SLAB.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6992 ***********************************************************************
 AK6992  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6992  DESIGNATION -  872 1789 H TIDAL
 AK6992  PID         -  AK6992
 AK6992  STATE/COUNTY-  FL/BREVARD
 AK6992  COUNTRY     -  US
 AK6992  USGS QUAD   -  TROPIC (2018)
 AK6992
 AK6992                         *CURRENT SURVEY CONTROL
 AK6992  ______________________________________________________________________
 AK6992* NAD 83(1986) POSITION- 28 09 04.8    (N) 080 35 59.0    (W)   HD_HELD2
 AK6992* NAVD 88 ORTHO HEIGHT -     0.858 (meters)        2.82  (feet) ADJUSTED
 AK6992  ______________________________________________________________________
 AK6992  GEOID HEIGHT    -        -28.268 (meters)                     GEOID18
 AK6992  DYNAMIC HEIGHT  -          0.857 (meters)        2.81  (feet) COMP
 AK6992  MODELED GRAVITY -    979,183.5   (mgal)                       NAVD 88
 AK6992
 AK6992  VERT ORDER      -  SECOND    CLASS I
 AK6992
 AK6992.The horizontal coordinates were established by autonomous hand held GPS
 AK6992.observations and have an estimated accuracy of +/- 10 meters.
 AK6992
 AK6992.The orthometric height was determined by differential leveling and
 AK6992.adjusted by the NATIONAL GEODETIC SURVEY
 AK6992.in July 2011.
 AK6992
 AK6992.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6992.GEOID18 height accuracy estimate available here.
 AK6992
 AK6992.This Tidal Bench Mark is designated as VM 5367
 AK6992.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK6992
 AK6992.Click photographs - Photos may exist for this station.
 AK6992
 AK6992.The dynamic height is computed by dividing the NAVD 88
 AK6992.geopotential number by the normal gravity value computed on the
 AK6992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6992.degrees latitude (g = 980.6199 gals.).
 AK6992
 AK6992.The modeled gravity was interpolated from observed gravity values.
 AK6992
 AK6992;                    North         East    Units  Estimated Accuracy
 AK6992;SPC FL E     -   423,044.      239,315.      MT  (+/- 10 meters HH2 GPS)
 AK6992
 AK6992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3930114031(NAD 83)
 AK6992
 AK6992                          SUPERSEDED SURVEY CONTROL
 AK6992
 AK6992  NAVD 88 (09/06/96)    0.841  (m)            2.76   (f) SUPERSEDED  2 1
 AK6992  NGVD 29 (09/01/92)    1.269  (m)            4.16   (f) ADJUSTED    2 1
 AK6992
 AK6992.Superseded values are not recommended for survey control.
 AK6992
 AK6992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6992.See file dsdata.pdf to determine how the superseded data were derived.
 AK6992
 AK6992_MARKER: DB = BENCH MARK DISK
 AK6992_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK6992_SP_SET: BOX DRAIN
 AK6992_STAMPING: 1789 H 1986
 AK6992_MARK LOGO: NOS
 AK6992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6992+STABILITY: SURFACE MOTION
 AK6992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6992+SATELLITE: SATELLITE OBSERVATIONS - November 25, 2002
 AK6992
 AK6992  HISTORY     - Date     Condition        Report By
 AK6992  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6992  HISTORY     - 19950302 GOOD             USPSQD
 AK6992  HISTORY     - 20010227 MARK NOT FOUND   FLDEP
 AK6992  HISTORY     - 20021125 GOOD             USPSQD
 AK6992  HISTORY     - 20120201 MARK NOT FOUND   GEOCAC
 AK6992  HISTORY     - 20200106 MARK NOT FOUND   GEOCAC
 AK6992
 AK6992                          STATION DESCRIPTION
 AK6992
 AK6992'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6992'IN INDIAN HARBOR BEACH.
 AK6992'BEGIN AT THE EAST END OF THE STATE ROAD 518 BRIDGE OVER THE
 AK6992'INTRACOASTAL WATERWAY IN INDIAN HARBOR BEACH, GO 0.2 MILE EAST ON
 AK6992'STATE ROAD 518 TO THE JUNCTION OF STATE ROAD 513 (SOUTH PATRICK
 AK6992'DRIVE), GO 0.9 MILE NORTH ON STATE ROAD 513 TO THE JUNCTION OF BANANA
 AK6992'RIVER DRIVE AND THE MARK.  THE MARK BEARS 133 FEET EAST-NORTHEAST OF
 AK6992'THE CENTERLINE OF STATE ROAD 513, 20.8 FEET NORTH-NORTHWEST OF THE
 AK6992'CENTERLINE OF BANANA RIVER DRIVE, 98 FEET SOUTH OF THE SOUTHWEST
 AK6992'CORNER OF A 7-ELEVEN STORE AND IS SET IN A 5.5-FOOT BY 4.5-FOOT
 AK6992'CONCRETE BOX DRAIN.
 AK6992'THE MARK IS 1 FT BELOW ROAD.
 AK6992
 AK6992                          STATION RECOVERY (1995)
 AK6992
 AK6992'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK6992'RECOVERED IN GOOD CONDITION.
 AK6992
 AK6992                          STATION RECOVERY (2001)
 AK6992
 AK6992'RECOVERY NOTE BY FL DEPT OF ENV PRO 2001 (TAA)
 AK6992'DESTROYED 02-27-2001.
 AK6992
 AK6992                          STATION RECOVERY (2002)
 AK6992
 AK6992'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF)
 AK6992'RECOVERED IN GOOD CONDITION.
 AK6992
 AK6992                          STATION RECOVERY (2012)
 AK6992
 AK6992'RECOVERY NOTE BY GEOCACHING 2012 (EP)
 AK6992'ROADWAY HAS BEEN RECONFIGURED AND THE DRAIN REPLACED
 AK6992
 AK6992                          STATION RECOVERY (2020)
 AK6992
 AK6992'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AK6992'THE BOX DRAIN HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6987 ***********************************************************************
 AK6987  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6987  DESIGNATION -  872 1804 F TIDAL
 AK6987  PID         -  AK6987
 AK6987  STATE/COUNTY-  FL/BREVARD
 AK6987  COUNTRY     -  US
 AK6987  USGS QUAD   -  TROPIC (2018)
 AK6987
 AK6987                         *CURRENT SURVEY CONTROL
 AK6987  ______________________________________________________________________
 AK6987* NAD 83(1986) POSITION- 28 08 33.66   (N) 080 34 56.11   (W)   HD_HELD1
 AK6987* NAVD 88 ORTHO HEIGHT -     3.852 (meters)       12.64  (feet) ADJUSTED
 AK6987  ______________________________________________________________________
 AK6987  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 AK6987  DYNAMIC HEIGHT  -          3.847 (meters)       12.62  (feet) COMP
 AK6987  MODELED GRAVITY -    979,183.6   (mgal)                       NAVD 88
 AK6987
 AK6987  VERT ORDER      -  FIRST     CLASS II
 AK6987
 AK6987.The horizontal coordinates were determined by differentially corrected
 AK6987.hand held GPS observations or other comparable positioning techniques
 AK6987.and have an estimated accuracy of +/- 3 meters.
 AK6987
 AK6987.The orthometric height was determined by differential leveling and
 AK6987.adjusted by the NATIONAL GEODETIC SURVEY
 AK6987.in September 1996.
 AK6987
 AK6987.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6987.GEOID18 height accuracy estimate available here.
 AK6987
 AK6987.This Tidal Bench Mark is designated as VM 7458
 AK6987.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK6987
 AK6987.Click photographs - Photos may exist for this station.
 AK6987
 AK6987.The dynamic height is computed by dividing the NAVD 88
 AK6987.geopotential number by the normal gravity value computed on the
 AK6987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6987.degrees latitude (g = 980.6199 gals.).
 AK6987
 AK6987.The modeled gravity was interpolated from observed gravity values.
 AK6987
 AK6987;                    North         East    Units  Estimated Accuracy
 AK6987;SPC FL E     -   422,090.9     241,033.9     MT  (+/- 3 meters HH1 GPS) 
 AK6987
 AK6987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4101913078(NAD 83)
 AK6987
 AK6987                          SUPERSEDED SURVEY CONTROL
 AK6987
 AK6987  NGVD 29 (09/01/92)    4.279  (m)           14.04   (f) ADJUSTED    2 1
 AK6987
 AK6987.Superseded values are not recommended for survey control.
 AK6987
 AK6987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6987.See file dsdata.pdf to determine how the superseded data were derived.
 AK6987
 AK6987_MARKER: DB = BENCH MARK DISK
 AK6987_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK6987_SP_SET: STORM WATER DRAIN
 AK6987_STAMPING: 1804 F 1986
 AK6987_MARK LOGO: NOS
 AK6987_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK6987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6987+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2019
 AK6987
 AK6987  HISTORY     - Date     Condition        Report By
 AK6987  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6987  HISTORY     - 19950302 GOOD             USPSQD
 AK6987  HISTORY     - 20021123 GOOD             USPSQD
 AK6987  HISTORY     - 20031107 MARK NOT FOUND   USPSQD
 AK6987  HISTORY     - 20041205 GOOD             FL-009
 AK6987  HISTORY     - 20050918 GOOD             FLDEP
 AK6987  HISTORY     - 20060301 GOOD             FLDEP
 AK6987  HISTORY     - 20060420 GOOD             FLDEP
 AK6987  HISTORY     - 20060701 GOOD             GEOCAC
 AK6987  HISTORY     - 20110213 GOOD             GEOCAC
 AK6987  HISTORY     - 20191104 GOOD             GEOCAC
 AK6987
 AK6987                          STATION DESCRIPTION
 AK6987
 AK6987'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6987'IN EAU GALLIE BEACH.
 AK6987'BEGIN AT THE INTERSECTION OF STATE HIGHWAYS 518 AND A1A IN EAU GALLIE
 AK6987'BEACH, GO 0.25 MILE NORTH ON A1A TO THE MARK.  THE MARK BEARS 29.5
 AK6987'FEET NORTH OF THE CENTERLINE OF THE NORTH DRIVEWAY FOR THE ATLANTIS
 AK6987'PROFESSIONAL CENTER, 43.7 FEET WEST OF THE CENTERLINE OF A1A
 AK6987'SOUTHBOUND, 38.2 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY TO THE
 AK6987'SEACOAST GARDENS APARTMENTS AT 2186 HIGHWAY A1A AND IS SET IN THE
 AK6987'SOUTHWEST CORNER OF A 3.5-FOOT BY 4.5-FOOT BOX DRAIN.
 AK6987'THE MARK IS 2 FT BELOW HIGHWAY.
 AK6987
 AK6987                          STATION RECOVERY (1995)
 AK6987
 AK6987'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK6987'RECOVERED IN GOOD CONDITION.
 AK6987
 AK6987                          STATION RECOVERY (2002)
 AK6987
 AK6987'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF)
 AK6987'RECOVERED IN GOOD CONDITION.
 AK6987
 AK6987                          STATION RECOVERY (2003)
 AK6987
 AK6987'RECOVERY NOTE BY US POWER SQUADRON 2003 (RS)
 AK6987'MARK NOT FOUND.
 AK6987
 AK6987                          STATION RECOVERY (2004)
 AK6987
 AK6987'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK6987'RECOVERED IN GOOD CONDITION.
 AK6987
 AK6987                          STATION RECOVERY (2005)
 AK6987
 AK6987'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (WDM)
 AK6987'RECOVERED AS DESCRIBED.
 AK6987
 AK6987                          STATION RECOVERY (2006)
 AK6987
 AK6987'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK6987'RECOVERED AS DESCRIBED.
 AK6987
 AK6987                          STATION RECOVERY (2006)
 AK6987
 AK6987'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (TAA)
 AK6987'THE MARK IS IN MELBOURNE (EAU GALLIE BEACH), NEAR THE NORTHEAST
 AK6987'PROPERTY CORNER OF THE ATLANTIS VISION CENTER (NUMBER 2194 A1A), IN
 AK6987'SECTION 13, TOWNSHIP 27 SOUTH, RANGE 37 EAST.
 AK6987'
 AK6987'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD
 AK6987'518 IN MELBOURNE (EAU GALLIE BEACH), GO NORTH ON STATE ROAD A1A FOR
 AK6987'0.25 MI (0.4 KM) TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE
 AK6987'SOUTHWEST CORNER OF A 3.5 FT (1.1 M) X 4.5 FT (1.4 M) CONCRETE BOX
 AK6987'DRAIN ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF THE ROAD.
 AK6987'
 AK6987'THE MARK IS LOCATED 43.7 FT (13.3 M) WEST OF THE APPROXIMATE
 AK6987'CENTERLINE OF STATE ROAD A1A, 38.2 FT (11.6 M) SOUTH OF THE
 AK6987'APPROXIMATE CENTERLINE OF THE ENTRANCE TO THE SEACOAST GARDENS
 AK6987'APARTMENTS 29.5 FT (9.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 AK6987'NORTHEAST ENTRANCE OF THE ATLANTIS VISION CENTER AND 0.5 FT (0.2 M)
 AK6987'EAST OF A CARSONITE WITNESS POST.
 AK6987
 AK6987                          STATION RECOVERY (2006)
 AK6987
 AK6987'RECOVERY NOTE BY GEOCACHING 2006 (NJE)
 AK6987'RECOVERED IN GOOD CONDITION.
 AK6987
 AK6987                          STATION RECOVERY (2011)
 AK6987
 AK6987'RECOVERY NOTE BY GEOCACHING 2011 (MAW)
 AK6987'METAL GRATE ON THE DRAIN BOX IS BADLY RUSTED, BUT CEMENT INTO WHICH
 AK6987'THE MARK IS PLACED SEEMS TO BE HOLDING.
 AK6987
 AK6987                          STATION RECOVERY (2019)
 AK6987
 AK6987'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK6987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6600 ***********************************************************************
 DK6600  TIDAL BM    -  This is a Tidal Bench Mark.
 DK6600  DESIGNATION -  872 1804 G
 DK6600  PID         -  DK6600
 DK6600  STATE/COUNTY-  FL/BREVARD
 DK6600  COUNTRY     -  US
 DK6600  USGS QUAD   -  TROPIC (2018)
 DK6600
 DK6600                         *CURRENT SURVEY CONTROL
 DK6600  ______________________________________________________________________
 DK6600* NAD 83(1986) POSITION- 28 08 33.6    (N) 080 34 54.7    (W)   HD_HELD2
 DK6600* NAVD 88 ORTHO HEIGHT -     4.402 (meters)       14.44  (feet) ADJUSTED
 DK6600  ______________________________________________________________________
 DK6600  GEOID HEIGHT    -        -28.275 (meters)                     GEOID18
 DK6600  DYNAMIC HEIGHT  -          4.396 (meters)       14.42  (feet) COMP
 DK6600  MODELED GRAVITY -    979,183.8   (mgal)                       NAVD 88
 DK6600
 DK6600  VERT ORDER      -  FIRST     CLASS II
 DK6600
 DK6600.The horizontal coordinates were established by autonomous hand held GPS
 DK6600.observations and have an estimated accuracy of +/- 10 meters.
 DK6600
 DK6600.The orthometric height was determined by differential leveling and
 DK6600.adjusted by the NATIONAL GEODETIC SURVEY
 DK6600.in April 2009.
 DK6600
 DK6600.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6600.GEOID18 height accuracy estimate available here.
 DK6600
 DK6600.This Tidal Bench Mark is designated as VM 19346
 DK6600.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK6600
 DK6600.Click photographs - Photos may exist for this station.
 DK6600
 DK6600.The dynamic height is computed by dividing the NAVD 88
 DK6600.geopotential number by the normal gravity value computed on the
 DK6600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6600.degrees latitude (g = 980.6199 gals.).
 DK6600
 DK6600.The modeled gravity was interpolated from observed gravity values.
 DK6600
 DK6600;                    North         East    Units  Estimated Accuracy
 DK6600;SPC FL E     -   422,089.      241,072.      MT  (+/- 10 meters HH2 GPS)
 DK6600
 DK6600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4105813077(NAD 83)
 DK6600
 DK6600                          SUPERSEDED SURVEY CONTROL
 DK6600
 DK6600.No superseded survey control is available for this station.
 DK6600
 DK6600_MARKER: DD = SURVEY DISK
 DK6600_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK6600_SP_SET: STORM DRAIN
 DK6600_STAMPING: 1804 G 2005
 DK6600_MARK LOGO: FLDEP
 DK6600_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6600_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK6600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6600+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2020
 DK6600
 DK6600  HISTORY     - Date     Condition        Report By
 DK6600  HISTORY     - 20050913 MONUMENTED       FLDEP
 DK6600  HISTORY     - 20050918 GOOD             FLDEP
 DK6600  HISTORY     - 20060301 GOOD             FLDEP
 DK6600  HISTORY     - 20200106 GOOD             GEOCAC
 DK6600
 DK6600                          STATION DESCRIPTION
 DK6600
 DK6600'DESCRIBED BY FL DEPT OF ENV PRO 2005 (WDM)
 DK6600'THE MARK IS IN INDIAN HARBOR BEACH, IN SECTION 13, TOWNSHIP 27 SOUTH,
 DK6600'RANGE 37 EAST.
 DK6600'
 DK6600'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 518 (EAU GALLIE
 DK6600'BOULEVARD) AND STATE ROAD A1A IN MELBOURNE, GO NORTH ON STATE ROAD A1A
 DK6600'FOR 0.25 MI (0.4 KM) TO GARDENIA CONDOMINIUMS ON THE RIGHT AND THE
 DK6600'MARK, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF THE NORTHWEST CORNER
 DK6600'OF A 5.5 FT (1.7 M) BY 4.0 FT (1.2 M) CONCRETE STORM WATER DRAIN BOX
 DK6600'AND LEVEL WITH THE SURFACE OF STATE ROAD A1A.
 DK6600'
 DK6600'LOCATED 123.3 FT (37.6 M) SOUTHEAST OF THE NOS BENCH MARK 1804 F 1986,
 DK6600'68.5 FT (20.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE ENTRANCE
 DK6600'DRIVE INTO THE JACQUELINE R BURNS MILLENNIUM PARK OF INDIAN HARBOR
 DK6600'BEACH, 58.5 FT (17.8 M) EAST OF THE APPROXIMATE CENTERLINE OF STATE
 DK6600'ROAD A1A AND 15.5 FT (4.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DK6600'THE ENTRANCE DRIVE TO THE GARDENIA CONDOMINIUMS.
 DK6600
 DK6600                          STATION RECOVERY (2006)
 DK6600
 DK6600'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6600'RECOVERED AS DESCRIB
 DK6600
 DK6600                          STATION RECOVERY (2020)
 DK6600
 DK6600'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DK6600'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6599 ***********************************************************************
 DK6599  TIDAL BM    -  This is a Tidal Bench Mark.
 DK6599  DESIGNATION -  872 1804 H
 DK6599  PID         -  DK6599
 DK6599  STATE/COUNTY-  FL/BREVARD
 DK6599  COUNTRY     -  US
 DK6599  USGS QUAD   -  TROPIC (2018)
 DK6599
 DK6599                         *CURRENT SURVEY CONTROL
 DK6599  ______________________________________________________________________
 DK6599* NAD 83(1986) POSITION- 28 08 19.9    (N) 080 34 51.3    (W)   HD_HELD2
 DK6599* NAVD 88 ORTHO HEIGHT -     3.776 (meters)       12.39  (feet) ADJUSTED
 DK6599  ______________________________________________________________________
 DK6599  GEOID HEIGHT    -        -28.273 (meters)                     GEOID18
 DK6599  DYNAMIC HEIGHT  -          3.771 (meters)       12.37  (feet) COMP
 DK6599  MODELED GRAVITY -    979,183.4   (mgal)                       NAVD 88
 DK6599
 DK6599  VERT ORDER      -  FIRST     CLASS II
 DK6599
 DK6599.The horizontal coordinates were established by autonomous hand held GPS
 DK6599.observations and have an estimated accuracy of +/- 10 meters.
 DK6599
 DK6599.The orthometric height was determined by differential leveling and
 DK6599.adjusted by the NATIONAL GEODETIC SURVEY
 DK6599.in April 2009.
 DK6599
 DK6599.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6599.GEOID18 height accuracy estimate available here.
 DK6599
 DK6599.This Tidal Bench Mark is designated as VM 19347
 DK6599.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK6599
 DK6599.Click photographs - Photos may exist for this station.
 DK6599
 DK6599.The dynamic height is computed by dividing the NAVD 88
 DK6599.geopotential number by the normal gravity value computed on the
 DK6599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6599.degrees latitude (g = 980.6199 gals.).
 DK6599
 DK6599.The modeled gravity was interpolated from observed gravity values.
 DK6599
 DK6599;                    North         East    Units  Estimated Accuracy
 DK6599;SPC FL E     -   421,668.      241,167.      MT  (+/- 10 meters HH2 GPS)
 DK6599
 DK6599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4115212655(NAD 83)
 DK6599
 DK6599                          SUPERSEDED SURVEY CONTROL
 DK6599
 DK6599.No superseded survey control is available for this station.
 DK6599
 DK6599_MARKER: F = FLANGE-ENCASED ROD
 DK6599_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6599_STAMPING: 1804 H 2005
 DK6599_MARK LOGO: NGS
 DK6599_PROJECTION: FLUSH
 DK6599_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6599+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2019
 DK6599_ROD/PIPE-DEPTH: 24.4 meters
 DK6599
 DK6599  HISTORY     - Date     Condition        Report By
 DK6599  HISTORY     - 2005     MONUMENTED       FLDEP
 DK6599  HISTORY     - 20050918 GOOD             FLDEP
 DK6599  HISTORY     - 20060301 GOOD             FLDEP
 DK6599  HISTORY     - 20170123 POOR             NGS
 DK6599  HISTORY     - 20191216 GOOD             GEOCAC
 DK6599
 DK6599                          STATION DESCRIPTION
 DK6599
 DK6599'DESCRIBED BY FL DEPT OF ENV PRO 2005 (WDM)
 DK6599'THE MARK IS IN THE CANOVA BEACH PARK, IN SECTION 13, TOWNSHIP 27
 DK6599'SOUTH, RANGE 37 EAST.
 DK6599'
 DK6599'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 DK6599'ROAD 518 (EAU GALLIE BOULEVARD) IN MELBOURNE, GO EAST ON STATE ROAD
 DK6599'518 (EAU GALLIE BOULEVARD) FOR 3.1 MI (5.0 KM) TO THE JUNCTION OF
 DK6599'STATE ROAD A1A AND THE MARK IN THE NORTHEAST CORNER OF THE
 DK6599'INTERSECTION, A STAINLESS STEEL ROD DRIVEN TO THE DEPTH OF 80.0 FT
 DK6599'(24.4 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.1 FT (0.0
 DK6599'M) BELOW THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE
 DK6599'LEVEL OF STATE ROAD A1A, THE DATUM POINT IS RECESSED 0.2 FT (6 CM)
 DK6599'BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DK6599'
 DK6599'LOCATED 54.6 FT (16.6 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DK6599'NORTHBOUND LANES OF STATE ROAD A1A, 49.2 FT (15.0 M) NORTH OF THE
 DK6599'APPROXIMATE CENTERLINE OF THE EXIT ROAD OF CANOVA BEACH PARK, 19.4 FT
 DK6599'(5.9 M) NORTHEAST OF A SQUARE CONCRETE POWER POLE WITH A TRANSFORMER
 DK6599'AND FOUR GUY WIRES SURROUNDED BY FOUR CABBAGE PALMS, 15.5 FT (4.7 M)
 DK6599'SOUTHEAST OF A SQUARE CONCRETE POLE WITH A PEDESTRIAN CROSSING SIGN
 DK6599'WITH AN ACTIVATION BUTTON, 5.3 FT (1.6 M) EAST OF THE EAST EDGE OF AN
 DK6599'EIGHT FT (2.4 M) CONCRETE SIDEWALK, 1.0 FT (0.3 M) SOUTHWEST OF AN
 DK6599'INFORMATION SIGN AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST.
 DK6599'
 DK6599'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DK6599'CAP.
 DK6599'
 DK6599'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DK6599'NATIONAL GEODETIC SURVEY LOGO CAP.
 DK6599
 DK6599                          STATION RECOVERY (2006)
 DK6599
 DK6599'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6599'RECOVERED AS DESCRIBED.
 DK6599
 DK6599                          STATION RECOVERY (2017)
 DK6599
 DK6599'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (DJA)
 DK6599'MARK RECOVERED IN POOR CONDITION.
 DK6599
 DK6599                          STATION RECOVERY (2019)
 DK6599
 DK6599'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DK6599'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2997 ***********************************************************************
 AK2997  TIDAL BM    -  This is a Tidal Bench Mark.
 AK2997  DESIGNATION -  872 1804 TIDAL 2
 AK2997  PID         -  AK2997
 AK2997  STATE/COUNTY-  FL/BREVARD
 AK2997  COUNTRY     -  US
 AK2997  USGS QUAD   -  TROPIC (2018)
 AK2997
 AK2997                         *CURRENT SURVEY CONTROL
 AK2997  ______________________________________________________________________
 AK2997* NAD 83(1986) POSITION- 28 08 20.     (N) 080 34 50.     (W)   SCALED
 AK2997* NAVD 88 ORTHO HEIGHT -     3.517 (meters)       11.54  (feet) ADJUSTED
 AK2997  ______________________________________________________________________
 AK2997  GEOID HEIGHT    -        -28.274 (meters)                     GEOID18
 AK2997  DYNAMIC HEIGHT  -          3.512 (meters)       11.52  (feet) COMP
 AK2997  MODELED GRAVITY -    979,183.4   (mgal)                       NAVD 88
 AK2997
 AK2997  VERT ORDER      -  SECOND    CLASS 0
 AK2997
 AK2997.The horizontal coordinates were scaled from a map and have
 AK2997.an estimated accuracy of +/- 6 seconds.
 AK2997
 AK2997.The orthometric height was determined by differential leveling and
 AK2997.adjusted by the NATIONAL GEODETIC SURVEY
 AK2997.in June 1991.
 AK2997
 AK2997.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2997.GEOID18 height accuracy estimate available here.
 AK2997
 AK2997.This Tidal Bench Mark is designated as VM 5372
 AK2997.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK2997
 AK2997.Click photographs - Photos may exist for this station.
 AK2997
 AK2997.The dynamic height is computed by dividing the NAVD 88
 AK2997.geopotential number by the normal gravity value computed on the
 AK2997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2997.degrees latitude (g = 980.6199 gals.).
 AK2997
 AK2997.The modeled gravity was interpolated from observed gravity values.
 AK2997
 AK2997;                    North         East    Units  Estimated Accuracy
 AK2997;SPC FL E     -   421,670.      241,200.      MT  (+/- 180 meters Scaled)
 AK2997
 AK2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM411126(NAD 83)
 AK2997
 AK2997                          SUPERSEDED SURVEY CONTROL
 AK2997
 AK2997  NGVD 29 (??/??/92)    3.950  (m)           12.96   (f) SUPERSEDED  2 0
 AK2997  NGVD 29 (09/01/92)    3.944  (m)           12.94   (f) ADJUSTED    2 0
 AK2997
 AK2997.Superseded values are not recommended for survey control.
 AK2997
 AK2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2997.See file dsdata.pdf to determine how the superseded data were derived.
 AK2997
 AK2997_MARKER: DB = BENCH MARK DISK
 AK2997_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK2997_SP_SET: CATCH BASIN
 AK2997_STAMPING: NO 2 1970
 AK2997_MARK LOGO: CGS
 AK2997_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2997
 AK2997  HISTORY     - Date     Condition        Report By
 AK2997  HISTORY     - 1970     MONUMENTED       NOS
 AK2997  HISTORY     - 1971     GOOD             NGS
 AK2997  HISTORY     - 1984     GOOD             FLDNR
 AK2997  HISTORY     - 19950302 MARK NOT FOUND   USPSQD
 AK2997  HISTORY     - 20021123 MARK NOT FOUND   USPSQD
 AK2997  HISTORY     - 20031125 MARK NOT FOUND   USPSQD
 AK2997  HISTORY     - 20191216 MARK NOT FOUND   GEOCAC
 AK2997
 AK2997                          STATION DESCRIPTION
 AK2997
 AK2997'DESCRIBED BY NATIONAL OCEAN SERVICE 1970
 AK2997'3.1 MI E FROM EAU GALLIE.
 AK2997'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION
 AK2997'OF U.S. HIGHWAY 1 AT EAU GALLIE, AT THE JUNCTION OF STATE
 AK2997'HIGHWAY A 1 A AND 518, SET ON THE CENTER OF THE BACK WALL FOR A
 AK2997'CATCH BASIN, 75 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND
 AK2997'LANE OF STATE HIGHWAY A 1 A, 40 1/2 FEET EAST OF A CONCRETE
 AK2997'POWER LINE POLE, 20 FEET NORTH OF THE NORTH EDGE OF A STREET
 AK2997'LEADING EAST TO BEACH, 55 PACES EAST OF AND ACROSS STATE HIGHWAY
 AK2997'A 1 A FROM BENCH MARK X 229 DESCRIBED, 1/2 FOOT BELOW THE LEVEL
 AK2997'OF THE STREET AND LEVEL WITH THE TOP OF THE CATCH BASIN.  SEC.
 AK2997'13, T 27S, R 37E.  NOTE-- THE DESCRIBED AREA IS LOCALLY KNOWN
 AK2997'AS CANOVA PIER.
 AK2997
 AK2997                          STATION RECOVERY (1971)
 AK2997
 AK2997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2997'RECOVERED IN GOOD CONDITION.
 AK2997
 AK2997                          STATION RECOVERY (1984)
 AK2997
 AK2997'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AK2997'RECOVERED IN GOOD CONDITION.
 AK2997
 AK2997                          STATION RECOVERY (1995)
 AK2997
 AK2997'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK2997'MARK NOT FOUND.
 AK2997
 AK2997                          STATION RECOVERY (2002)
 AK2997
 AK2997'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF)
 AK2997'AREA HAS BEEN COMPLETELY RECOVATED, NEW ROAD, PARKING AREA AND
 AK2997'LANDSCAPING.  PER GPS MARK HAS PROBABLY BEEN DESTROYED.
 AK2997
 AK2997                          STATION RECOVERY (2003)
 AK2997
 AK2997'RECOVERY NOTE BY US POWER SQUADRON 2003 (GMA)
 AK2997'MARK NOT FOUND.
 AK2997
 AK2997                          STATION RECOVERY (2019)
 AK2997
 AK2997'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK2997'THE CATCH BASIN HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2995 ***********************************************************************
 AK2995  TIDAL BM    -  This is a Tidal Bench Mark.
 AK2995  DESIGNATION -  872 1804 TIDAL 3
 AK2995  PID         -  AK2995
 AK2995  STATE/COUNTY-  FL/BREVARD
 AK2995  COUNTRY     -  US
 AK2995  USGS QUAD   -  TROPIC (2018)
 AK2995
 AK2995                         *CURRENT SURVEY CONTROL
 AK2995  ______________________________________________________________________
 AK2995* NAD 83(1986) POSITION- 28 08 23.00   (N) 080 34 49.88   (W)   HD_HELD1
 AK2995* NAVD 88 ORTHO HEIGHT -     4.106 (meters)       13.47  (feet) ADJUSTED
 AK2995  ______________________________________________________________________
 AK2995  GEOID HEIGHT    -        -28.274 (meters)                     GEOID18
 AK2995  DYNAMIC HEIGHT  -          4.100 (meters)       13.45  (feet) COMP
 AK2995  MODELED GRAVITY -    979,183.5   (mgal)                       NAVD 88
 AK2995
 AK2995  VERT ORDER      -  FIRST     CLASS II
 AK2995
 AK2995.The horizontal coordinates were determined by differentially corrected
 AK2995.hand held GPS observations or other comparable positioning techniques
 AK2995.and have an estimated accuracy of +/- 3 meters.
 AK2995
 AK2995.The orthometric height was determined by differential leveling and
 AK2995.adjusted by the NATIONAL GEODETIC SURVEY
 AK2995.in April 2009.
 AK2995
 AK2995.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2995.GEOID18 height accuracy estimate available here.
 AK2995
 AK2995.This Tidal Bench Mark is designated as VM 5373
 AK2995.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK2995
 AK2995.Click photographs - Photos may exist for this station.
 AK2995
 AK2995.The dynamic height is computed by dividing the NAVD 88
 AK2995.geopotential number by the normal gravity value computed on the
 AK2995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2995.degrees latitude (g = 980.6199 gals.).
 AK2995
 AK2995.The modeled gravity was interpolated from observed gravity values.
 AK2995
 AK2995;                    North         East    Units  Estimated Accuracy
 AK2995;SPC FL E     -   421,763.3     241,205.1     MT  (+/- 3 meters HH1 GPS) 
 AK2995
 AK2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4119012751(NAD 83)
 AK2995
 AK2995                          SUPERSEDED SURVEY CONTROL
 AK2995
 AK2995  NAVD 88 (06/15/91)    4.098  (m)           13.44   (f) SUPERSEDED  2 0
 AK2995  NGVD 29 (??/??/92)    4.531  (m)           14.87   (f) SUPERSEDED  2 0
 AK2995  NGVD 29 (09/01/92)    4.524  (m)           14.84   (f) ADJUSTED    2 0
 AK2995
 AK2995.Superseded values are not recommended for survey control.
 AK2995
 AK2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2995.See file dsdata.pdf to determine how the superseded data were derived.
 AK2995
 AK2995_MARKER: DB = BENCH MARK DISK
 AK2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK2995_STAMPING: NO 3 1970
 AK2995_MARK LOGO: CGS
 AK2995_PROJECTION: PROJECTING 5 CENTIMETERS
 AK2995_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK2995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2995+STABILITY: SURFACE MOTION
 AK2995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK2995+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2018
 AK2995
 AK2995  HISTORY     - Date     Condition        Report By
 AK2995  HISTORY     - 1970     MONUMENTED       NOS
 AK2995  HISTORY     - 1971     GOOD             NGS
 AK2995  HISTORY     - 1984     GOOD             FLDNR
 AK2995  HISTORY     - 19950302 MARK NOT FOUND   USPSQD
 AK2995  HISTORY     - 20021123 MARK NOT FOUND   USPSQD
 AK2995  HISTORY     - 20031126 MARK NOT FOUND   USPSQD
 AK2995  HISTORY     - 20050918 GOOD             FLDEP
 AK2995  HISTORY     - 20051018 GOOD             GEOCAC
 AK2995  HISTORY     - 20060301 GOOD             FLDEP
 AK2995  HISTORY     - 20180130 GOOD             GEOCAC
 AK2995
 AK2995                          STATION DESCRIPTION
 AK2995
 AK2995'DESCRIBED BY NATIONAL OCEAN SERVICE 1970
 AK2995'3.2 MI E FROM EAU GALLIE.
 AK2995'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION
 AK2995'OF U.S. HIGHWAY 1 AT EAU GALLIE, THENCE 0.1 MILE NORTH ALONG
 AK2995'STATE HIGHWAY A 1 A, 221 FEET EAST OF THE CENTER LINE OF THE
 AK2995'NORTHBOUND LANE OF STATE HIGHWAY A 1 A, 26 1/2 FEET SOUTH OF
 AK2995'THE CENTER LINE OF AN EAST-WEST GRAVELED ROAD WHICH LEADS FROM
 AK2995'THE HIGHWAY TO THE OCEAN, 100 FEET WEST OF THE SAND BANK OF THE
 AK2995'OCEAN SHORE LINE, 1 1/2 FEET EAST OF A POWER LINE POLE WITH
 AK2995'TWO GUY WIRES, 2 FEET WEST OF A METAL WITNESS POST, 1 FOOT
 AK2995'ABOVE THE LEVEL OF THE GRAVELED ROAD AND SET IN THE TOP OF A
 AK2995'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
 AK2995'SEC. 13, T27S, R37E.  NOTE-- THE DESCRIBED LOCATION IS LOCALLY
 AK2995'KNOWN AS CANOVA PIER.
 AK2995
 AK2995                          STATION RECOVERY (1971)
 AK2995
 AK2995'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK2995'RECOVERED IN GOOD CONDITION.
 AK2995
 AK2995                          STATION RECOVERY (1984)
 AK2995
 AK2995'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AK2995'RECOVERED IN GOOD CONDITION.
 AK2995
 AK2995                          STATION RECOVERY (1995)
 AK2995
 AK2995'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK2995'MARK NOT FOUND.
 AK2995
 AK2995                          STATION RECOVERY (2002)
 AK2995
 AK2995'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF)
 AK2995'WITNESS POST MISSING.  AREA COMPLETELY REDONE, NEW ROAD, PARKING AREA
 AK2995'AND LANDSCAPING.  PER GPS MARK WAS DESTROYED.
 AK2995
 AK2995                          STATION RECOVERY (2003)
 AK2995
 AK2995'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK2995'MARK NOT FOUND.
 AK2995
 AK2995                          STATION RECOVERY (2005)
 AK2995
 AK2995'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (WDM)
 AK2995'RECOVERED AS DESCRIBED.
 AK2995
 AK2995                          STATION RECOVERY (2005)
 AK2995
 AK2995'RECOVERY NOTE BY GEOCACHING 2005 (TEC)
 AK2995'RECOVERED IN SAND ON SOUTH SIDE OF BEACH ACCESS PARKING AREA.
 AK2995'MARKER IS IN FINE SHAPE, BUT NO WITNESS POST WAS SEEN - VERIFIED
 AK2995'STAMPING.
 AK2995
 AK2995                          STATION RECOVERY (2006)
 AK2995
 AK2995'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK2995'RECOVERED AS DESCRIBED.
 AK2995
 AK2995                          STATION RECOVERY (2018)
 AK2995
 AK2995'RECOVERY NOTE BY GEOCACHING 2018 (RLM)
 AK2995'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK3003 ***********************************************************************
 AK3003  TIDAL BM    -  This is a Tidal Bench Mark.
 AK3003  DESIGNATION -  872 1804 TIDAL 4
 AK3003  PID         -  AK3003
 AK3003  STATE/COUNTY-  FL/BREVARD
 AK3003  COUNTRY     -  US
 AK3003  USGS QUAD   -  TROPIC (2018)
 AK3003
 AK3003                         *CURRENT SURVEY CONTROL
 AK3003  ______________________________________________________________________
 AK3003* NAD 83(1986) POSITION- 28 08 14.56   (N) 080 34 51.32   (W)   HD_HELD1
 AK3003* NAVD 88 ORTHO HEIGHT -     4.281 (meters)       14.05  (feet) ADJUSTED
 AK3003  ______________________________________________________________________
 AK3003  GEOID HEIGHT    -        -28.272 (meters)                     GEOID18
 AK3003  DYNAMIC HEIGHT  -          4.275 (meters)       14.03  (feet) COMP
 AK3003  MODELED GRAVITY -    979,183.2   (mgal)                       NAVD 88
 AK3003
 AK3003  VERT ORDER      -  FIRST     CLASS II
 AK3003
 AK3003.The horizontal coordinates were determined by differentially corrected
 AK3003.hand held GPS observations or other comparable positioning techniques
 AK3003.and have an estimated accuracy of +/- 3 meters.
 AK3003
 AK3003.The orthometric height was determined by differential leveling and
 AK3003.adjusted by the NATIONAL GEODETIC SURVEY
 AK3003.in April 2009.
 AK3003
 AK3003.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK3003.GEOID18 height accuracy estimate available here.
 AK3003
 AK3003.This Tidal Bench Mark is designated as VM 5374
 AK3003.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK3003
 AK3003.Click photographs - Photos may exist for this station.
 AK3003
 AK3003.The dynamic height is computed by dividing the NAVD 88
 AK3003.geopotential number by the normal gravity value computed on the
 AK3003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK3003.degrees latitude (g = 980.6199 gals.).
 AK3003
 AK3003.The modeled gravity was interpolated from observed gravity values.
 AK3003
 AK3003;                    North         East    Units  Estimated Accuracy
 AK3003;SPC FL E     -   421,503.4     241,166.7     MT  (+/- 3 meters HH1 GPS) 
 AK3003
 AK3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4115212491(NAD 83)
 AK3003
 AK3003                          SUPERSEDED SURVEY CONTROL
 AK3003
 AK3003  NAVD 88 (09/06/96)    4.274  (m)           14.02   (f) SUPERSEDED  2 0
 AK3003  NAVD 88 (06/15/91)    4.281  (m)           14.05   (f) SUPERSEDED  2 0
 AK3003  NGVD 29 (??/??/92)    4.714  (m)           15.47   (f) SUPERSEDED  2 0
 AK3003  NGVD 29 (09/01/92)    4.704  (m)           15.43   (f) ADJUSTED    2 0
 AK3003
 AK3003.Superseded values are not recommended for survey control.
 AK3003
 AK3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK3003.See file dsdata.pdf to determine how the superseded data were derived.
 AK3003
 AK3003_MARKER: DB = BENCH MARK DISK
 AK3003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AK3003_STAMPING: NO 4 1970
 AK3003_MARK LOGO: CGS
 AK3003_PROJECTION: PROJECTING 3 CENTIMETERS
 AK3003_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK3003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK3003+STABILITY: SURFACE MOTION
 AK3003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK3003+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2019
 AK3003
 AK3003  HISTORY     - Date     Condition        Report By
 AK3003  HISTORY     - 1970     MONUMENTED       NOS
 AK3003  HISTORY     - 1971     GOOD             NGS
 AK3003  HISTORY     - 1984     GOOD             FLDNR
 AK3003  HISTORY     - 19950302 MARK NOT FOUND   USPSQD
 AK3003  HISTORY     - 20021123 MARK NOT FOUND   USPSQD
 AK3003  HISTORY     - 20031125 MARK NOT FOUND   USPSQD
 AK3003  HISTORY     - 20041205 GOOD             FL-009
 AK3003  HISTORY     - 20050918 GOOD             FLDEP
 AK3003  HISTORY     - 20060301 GOOD             FLDEP
 AK3003  HISTORY     - 20060420 GOOD             FLDEP
 AK3003  HISTORY     - 20060708 GOOD             GEOCAC
 AK3003  HISTORY     - 20191104 GOOD             GEOCAC
 AK3003
 AK3003                          STATION DESCRIPTION
 AK3003
 AK3003'DESCRIBED BY NATIONAL OCEAN SERVICE 1970
 AK3003'3.2 MI E FROM EAU GALLIE.
 AK3003'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 518 FROM THE JUNCTION
 AK3003'OF U.S. HIGHWAY 1 AT EAU GALLIE, THENCE 0.1 MILE SOUTH ALONG
 AK3003'STATE HIGHWAY A 1 A, IN LINE WITH A ROW OF POWER LINE POLES,
 AK3003'41.5 FEET WEST OF THE CENTER LINE OF THE SOUTHBOUND LANE OF
 AK3003'STATE HIGHWAY A 1 A, 1.8 FEET SOUTH OF A POWER LINE POLE WITH
 AK3003'A GUY WIRE AND SUPPORTING A TRANSFORMER, 1.8 FEET NORTH OF A
 AK3003'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 AK3003'TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF
 AK3003'THE GROUND.  SEC. 13, T 27S, R 37E.  NOTE-- MARK IS 0.1 MILE
 AK3003'SOUTH OF THE JUNCTION OF A STREET LEADING EAST TO THE OCEAN
 AK3003'AND A POINT LOCALLY KNOWN AS CANOVA PIER.
 AK3003
 AK3003                          STATION RECOVERY (1971)
 AK3003
 AK3003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AK3003'RECOVERED IN GOOD CONDITION.
 AK3003
 AK3003                          STATION RECOVERY (1984)
 AK3003
 AK3003'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AK3003'RECOVERED IN GOOD CONDITION.
 AK3003
 AK3003                          STATION RECOVERY (1995)
 AK3003
 AK3003'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK3003'MARK NOT FOUND.
 AK3003
 AK3003                          STATION RECOVERY (2002)
 AK3003
 AK3003'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF)
 AK3003'METAL WITNESS POST FOUND LAYING ON THE GROUND, NOT NEAR LOCATION OF
 AK3003'DESCRIBED MARK
 AK3003
 AK3003                          STATION RECOVERY (2003)
 AK3003
 AK3003'RECOVERY NOTE BY US POWER SQUADRON 2003 (GA)
 AK3003'MARK NOT FOUND.
 AK3003
 AK3003                          STATION RECOVERY (2004)
 AK3003
 AK3003'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK3003'RECOVERED IN GOOD CONDITION.
 AK3003
 AK3003                          STATION RECOVERY (2005)
 AK3003
 AK3003'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (WDM)
 AK3003'RECOVERED AS DESCRIBED.
 AK3003
 AK3003                          STATION RECOVERY (2006)
 AK3003
 AK3003'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK3003'RECOVERED AS DESCRIBED.
 AK3003
 AK3003                          STATION RECOVERY (2006)
 AK3003
 AK3003'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (TAA)
 AK3003'THE MARK IS IN MELBOURNE (EAU GALLIE BEACH), IN SECTION 13, TOWNSHIP
 AK3003'27 SOUTH, RANGE 37 EAST.
 AK3003'
 AK3003'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD A1A AND STATE ROAD
 AK3003'518 IN MELBOURNE (EAU GALLIE BEACH), GO SOUTH ON STATE ROAD A1A FOR
 AK3003'0.05 MI (0.1 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 AK3003'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH SOUTHBOUND
 AK3003'LANES OF STATE ROAD A1A.
 AK3003'
 AK3003'THE MARK IS LOCATED ABOUT 84.0 FT (25.6 M) NORTH OF THE APPROXIMATE
 AK3003'CENTERLINE OF THE ENTRANCE DRIVEWAY TO MALL, 41.5 FT (12.6 M) WEST OF
 AK3003'THE APPROXIMATE CENTERLINE OF SOUTHBOUND STATE ROAD A1A, 2.6 FT (0.8
 AK3003'M) SOUTHWEST OF A CARSONITE WITNESS POST, 1.8 FT (0.5 M) SOUTH OF A
 AK3003'WOODEN POWER POLE NUMBER 48726053200 WITH A TRANSFORMER ATTACHED AND
 AK3003'1.1 FT (0.3 M) EAST OF A SIDEWALK.
 AK3003'
 AK3003'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE EAST SIDE OF THE
 AK3003'MONUMENT.
 AK3003
 AK3003                          STATION RECOVERY (2006)
 AK3003
 AK3003'RECOVERY NOTE BY GEOCACHING 2006 (NJE)
 AK3003'RECOVERED IN GOOD CONDITION.
 AK3003
 AK3003                          STATION RECOVERY (2019)
 AK3003
 AK3003'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK3003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2907 ***********************************************************************
 AK2907  TIDAL BM    -  This is a Tidal Bench Mark.
 AK2907  DESIGNATION -  872 1808 TIDAL 1
 AK2907  PID         -  AK2907
 AK2907  STATE/COUNTY-  FL/BREVARD
 AK2907  COUNTRY     -  US
 AK2907  USGS QUAD   -  EAU GALLIE (2018)
 AK2907
 AK2907                         *CURRENT SURVEY CONTROL
 AK2907  ______________________________________________________________________
 AK2907* NAD 83(1986) POSITION- 28 07 55.16   (N) 080 37 31.42   (W)   HD_HELD1
 AK2907* NAVD 88 ORTHO HEIGHT -     0.729 (meters)        2.39  (feet) ADJUSTED
 AK2907  ______________________________________________________________________
 AK2907  GEOID HEIGHT    -        -28.238 (meters)                     GEOID18
 AK2907  DYNAMIC HEIGHT  -          0.728 (meters)        2.39  (feet) COMP
 AK2907  MODELED GRAVITY -    979,179.5   (mgal)                       NAVD 88
 AK2907
 AK2907  VERT ORDER      -  SECOND    CLASS 0
 AK2907
 AK2907.The horizontal coordinates were determined by differentially corrected
 AK2907.hand held GPS observations or other comparable positioning techniques
 AK2907.and have an estimated accuracy of +/- 3 meters.
 AK2907
 AK2907.The orthometric height was determined by differential leveling and
 AK2907.adjusted by the NATIONAL GEODETIC SURVEY
 AK2907.in June 1991.
 AK2907
 AK2907.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2907.GEOID18 height accuracy estimate available here.
 AK2907
 AK2907.This Tidal Bench Mark is designated as VM 5378
 AK2907.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK2907
 AK2907.Click photographs - Photos may exist for this station.
 AK2907
 AK2907.The dynamic height is computed by dividing the NAVD 88
 AK2907.geopotential number by the normal gravity value computed on the
 AK2907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2907.degrees latitude (g = 980.6199 gals.).
 AK2907
 AK2907.The modeled gravity was interpolated from observed gravity values.
 AK2907
 AK2907;                    North         East    Units  Estimated Accuracy
 AK2907;SPC FL E     -   420,891.9     236,799.9     MT  (+/- 3 meters HH1 GPS) 
 AK2907
 AK2907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3678711880(NAD 83)
 AK2907
 AK2907                          SUPERSEDED SURVEY CONTROL
 AK2907
 AK2907  NGVD 29 (??/??/92)    1.160  (m)            3.81   (f) SUPERSEDED  2 0
 AK2907  NGVD 29 (09/01/92)    1.160  (m)            3.81   (f) ADJUSTED    2 0
 AK2907
 AK2907.Superseded values are not recommended for survey control.
 AK2907
 AK2907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2907.See file dsdata.pdf to determine how the superseded data were derived.
 AK2907
 AK2907_MARKER: DB = BENCH MARK DISK
 AK2907_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK2907_SP_SET: BULKHEAD
 AK2907_STAMPING: NO 1 1969
 AK2907_MARK LOGO: CGS
 AK2907_PROJECTION: RECESSED 13 CENTIMETERS
 AK2907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK2907+STABILITY: SURFACE MOTION
 AK2907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK2907+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2026
 AK2907
 AK2907  HISTORY     - Date     Condition        Report By
 AK2907  HISTORY     - 1969     MONUMENTED       CGS
 AK2907  HISTORY     - 1970     GOOD             NGS
 AK2907  HISTORY     - 1986     GOOD             FLDNR
 AK2907  HISTORY     - 1990     GOOD             USPSQD
 AK2907  HISTORY     - 19950108 GOOD             USPSQD
 AK2907  HISTORY     - 20021120 MARK NOT FOUND   USPSQD
 AK2907  HISTORY     - 20031122 MARK NOT FOUND   USPSQD
 AK2907  HISTORY     - 20040726 GOOD             FL-009
 AK2907  HISTORY     - 20060527 GOOD             GEOCAC
 AK2907  HISTORY     - 20170118 GOOD             NGS
 AK2907  HISTORY     - 20191120 GOOD             GEOCAC
 AK2907  HISTORY     - 20260129 GOOD             FLDEP
 AK2907
 AK2907                          STATION DESCRIPTION
 AK2907
 AK2907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK2907'AT EAU GALLIE.
 AK2907'AT EAU GALLIE, ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 518 FROM
 AK2907'THE JUNCTION OF U.S. HIGHWAY 1, ABOUT 150 YARDS NORTH OF THE
 AK2907'CENTER LINE OF THE HIGHWAY, SET ON THE TOP OF THE SOUTHWEST END
 AK2907'OF A CONCRETE RETAINING WALL NEAR THE SOUTWEST END OF AN OLD
 AK2907'WOODEN FISHING DOCK, 235 FEET EAST OF THE SOUTHEAST CORNER OF
 AK2907'THE EAU GALLIE PUBLIC LIBRARY, 28.6 FEET SOUTH OF AND ACROSS A
 AK2907'DRIVEWAY LEADING TO DOCK FROM COLLEGE 2 RM 5 107.4 FEET SOUTHEAST
 AK2907'OF COLLEGE 2 DESCRIBED, 22.2 FEET WEST OF THE EAST END OF THE
 AK2907'WALL, 8 FEET SOUTH OF THE CENTER LINE OF DRIVEWAY TO DOCK AND
 AK2907'LEVEL WITH THE DRIVEWAY.  SEC. 16, T 27 S, R 37 E.
 AK2907
 AK2907                          STATION RECOVERY (1986)
 AK2907
 AK2907'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK2907'RECOVERED IN GOOD CONDITION.
 AK2907
 AK2907                          STATION RECOVERY (1990)
 AK2907
 AK2907'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK2907'RECOVERED IN GOOD CONDITION.
 AK2907
 AK2907                          STATION RECOVERY (1995)
 AK2907
 AK2907'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK2907'RECOVERED IN GOOD CONDITION.
 AK2907
 AK2907                          STATION RECOVERY (2002)
 AK2907
 AK2907'RECOVERY NOTE BY US POWER SQUADRON 2002 (GRF)
 AK2907'FISHING PIER AND ABUTMENT ARE NEW CONSTRUCTION.  APPEARS THE MRK WAS
 AK2907'DESTROYED DURING RECONSTRUCTION.
 AK2907
 AK2907                          STATION RECOVERY (2003)
 AK2907
 AK2907'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK2907'MARK NOT FOUND.
 AK2907
 AK2907                          STATION RECOVERY (2004)
 AK2907
 AK2907'RECOVERY NOTE BY BREVARD COUNTY FLORIDA 2004 (SRV)
 AK2907'RECOVERED IN GOOD CONDITION.
 AK2907
 AK2907                          STATION RECOVERY (2006)
 AK2907
 AK2907'RECOVERY NOTE BY GEOCACHING 2006 (NJE)
 AK2907'RECOVERED IN GOOD CONDITION.
 AK2907
 AK2907                          STATION RECOVERY (2017)
 AK2907
 AK2907'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (DJA)
 AK2907'RECOVERED IN GOOD CONDITION.
 AK2907
 AK2907                          STATION RECOVERY (2019)
 AK2907
 AK2907'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK2907'THE AREA AROUND THE MARK HAS BEEN RECONSTRUCTED.  THE MARK IS IN A
 AK2907'4-INCH (10 CM) DIAMETER WELL, 5 INCHES (13 CM) BELOW THE SURFACE OF A
 AK2907'CONCRETE SIDEWALK, 9.3 FT (2.8 M) SOUTH OF THE EXTENDED CENTERLINE OF
 AK2907'THE PIER AND 2.2 FT (0.7 M) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 AK2907'BRICK PORTION OF THE SIDEWALK.
 AK2907
 AK2907                          STATION RECOVERY (2026)
 AK2907
 AK2907'RECOVERY NOTE BY FL DEPT OF ENV PRO 2026 (RXG)
 AK2907'RECOVERED IN GOOD CONDITION.
 AK2907'
 AK2907'NOTE-WITH THE FOLLOWING ADDTIONS:  TO REACH THE MARK FROM THE
 AK2907'INTERSECTION OF STATE ROAD 518 WITH THE EASTBOUND LANE OF U.S. HIGHWAY
 AK2907'1, GO 0.3 MI (0.5 KM) EAST ON STATE ROAD 518 TO THE INTERSECTION WITH
 AK2907'PINEAPPLE AVENUE, THENCE 1.1 MI (1.8 KM) NORTH ALONG PINEAPPLE AVENUE,
 AK2907'THENCE EAST INTO THE SOUTHERLY ENTRANCE TO THE EAU GALLIE PUBLIC
 AK2907'LIBRARY, ALONG THE ASPHALT DRIVEWAY TO THE END OF THE PARKING AREA, GO
 AK2907'40 FT (12.2 M) EAST ON FOOT TO THE EAST END OF A PAVER BRICK CIRCLE AT
 AK2907'THE BEGINNING OF A WOOD DOCK EXTENDING OUT INTO THE WATER AND MARK ON
 AK2907'THE RIGHT INSIDE OF A PVC PIPE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK2905 ***********************************************************************
 AK2905  TIDAL BM    -  This is a Tidal Bench Mark.
 AK2905  DESIGNATION -  872 1808 TIDAL 2
 AK2905  PID         -  AK2905
 AK2905  STATE/COUNTY-  FL/BREVARD
 AK2905  COUNTRY     -  US
 AK2905  USGS QUAD   -  EAU GALLIE (2018)
 AK2905
 AK2905                         *CURRENT SURVEY CONTROL
 AK2905  ______________________________________________________________________
 AK2905* NAD 83(1986) POSITION- 28 07 55.     (N) 080 37 35.     (W)   SCALED
 AK2905* NAVD 88 ORTHO HEIGHT -     2.083 (meters)        6.83  (feet) ADJUSTED
 AK2905  ______________________________________________________________________
 AK2905  GEOID HEIGHT    -        -28.237 (meters)                     GEOID18
 AK2905  DYNAMIC HEIGHT  -          2.080 (meters)        6.82  (feet) COMP
 AK2905  MODELED GRAVITY -    979,179.4   (mgal)                       NAVD 88
 AK2905
 AK2905  VERT ORDER      -  SECOND    CLASS 0
 AK2905
 AK2905.The horizontal coordinates were scaled from a map and have
 AK2905.an estimated accuracy of +/- 6 seconds.
 AK2905
 AK2905.The orthometric height was determined by differential leveling and
 AK2905.adjusted by the NATIONAL GEODETIC SURVEY
 AK2905.in June 1991.
 AK2905
 AK2905.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK2905.GEOID18 height accuracy estimate available here.
 AK2905
 AK2905.This Tidal Bench Mark is designated as VM 5379
 AK2905.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK2905
 AK2905.Click photographs - Photos may exist for this station.
 AK2905
 AK2905.The dynamic height is computed by dividing the NAVD 88
 AK2905.geopotential number by the normal gravity value computed on the
 AK2905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK2905.degrees latitude (g = 980.6199 gals.).
 AK2905
 AK2905.The modeled gravity was interpolated from observed gravity values.
 AK2905
 AK2905;                    North         East    Units  Estimated Accuracy
 AK2905;SPC FL E     -   420,890.      236,700.      MT  (+/- 180 meters Scaled)
 AK2905
 AK2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM366118(NAD 83)
 AK2905
 AK2905                          SUPERSEDED SURVEY CONTROL
 AK2905
 AK2905  NGVD 29 (??/??/92)    2.514  (m)            8.25   (f) SUPERSEDED  2 0
 AK2905  NGVD 29 (09/01/92)    2.514  (m)            8.25   (f) ADJUSTED    2 0
 AK2905
 AK2905.Superseded values are not recommended for survey control.
 AK2905
 AK2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK2905.See file dsdata.pdf to determine how the superseded data were derived.
 AK2905
 AK2905_MARKER: DB = BENCH MARK DISK
 AK2905_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK2905_SP_SET: PAVEMENT
 AK2905_STAMPING: NO 2 1969
 AK2905_MARK LOGO: CGS
 AK2905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK2905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK2905+SATELLITE: SATELLITE OBSERVATIONS - November 20, 2003
 AK2905
 AK2905  HISTORY     - Date     Condition        Report By
 AK2905  HISTORY     - 1969     MONUMENTED       CGS
 AK2905  HISTORY     - 1970     GOOD             NGS
 AK2905  HISTORY     - 1986     GOOD             FLDNR
 AK2905  HISTORY     - 1990     GOOD             USPSQD
 AK2905  HISTORY     - 19950108 GOOD             USPSQD
 AK2905  HISTORY     - 19950303 GOOD             USPSQD
 AK2905  HISTORY     - 20020827 GOOD             USPSQD
 AK2905  HISTORY     - 20031109 GOOD             USPSQD
 AK2905  HISTORY     - 20031120 GOOD             USPSQD
 AK2905  HISTORY     - 20040224 MARK NOT FOUND   USPSQD
 AK2905  HISTORY     - 20050627 MARK NOT FOUND   USPSQD
 AK2905  HISTORY     - 20191120 MARK NOT FOUND   GEOCAC
 AK2905
 AK2905                          STATION DESCRIPTION
 AK2905
 AK2905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AK2905'AT EAU GALLIE.
 AK2905'AT EAU GALLIE, ALONG PINEAPPLE STREET, AT THE EAU GALLIE PUBLIC
 AK2905'LIBRARY, ABOUT 150 FEET NORTHEAST OF THE JUNCTION OF PINEAPPLE
 AK2905'AT COLUMBUS STREET, 36.0 FEET NORTH OF THE SOUTHWEST CORNER OF
 AK2905'THE LIBRARY BUILDING, 106 FEET EAST OF THE EAST CURB OF PINEAPPLE
 AK2905'STREET AND SET AT THE NORTHWEST CORNER OF THE CONCRETE LANDING
 AK2905'AT ENTRANCE TO THE LIBRARY.  SEC. 16, T 27 S, R 37 E.
 AK2905
 AK2905                          STATION RECOVERY (1986)
 AK2905
 AK2905'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK2905'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT COLUMBUS STREET
 AK2905'IS NOW BUD YEAGER DRIVE.
 AK2905
 AK2905                          STATION RECOVERY (1990)
 AK2905
 AK2905'RECOVERY NOTE BY US POWER SQUADRON 1990 (IEE)
 AK2905'RECOVERED IN GOOD CONDITION.
 AK2905
 AK2905                          STATION RECOVERY (1995)
 AK2905
 AK2905'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK2905'RECOVERED IN GOOD CONDITION.
 AK2905
 AK2905                          STATION RECOVERY (1995)
 AK2905
 AK2905'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK2905'RECOVERED IN GOOD CONDITION.
 AK2905
 AK2905                          STATION RECOVERY (2002)
 AK2905
 AK2905'RECOVERY NOTE BY US POWER SQUADRON 2002 (RS)
 AK2905'RECOVERED IN GOOD CONDITION.
 AK2905
 AK2905                          STATION RECOVERY (2003)
 AK2905
 AK2905'RECOVERY NOTE BY US POWER SQUADRON 2003 (RS)
 AK2905'RECOVERED IN GOOD CONDITION.
 AK2905
 AK2905                          STATION RECOVERY (2003)
 AK2905
 AK2905'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK2905'RECOVERED IN GOOD CONDITION.
 AK2905
 AK2905                          STATION RECOVERY (2004)
 AK2905
 AK2905'RECOVERY NOTE BY US POWER SQUADRON 2004 (RS)
 AK2905'MARK NOT FOUND.
 AK2905
 AK2905                          STATION RECOVERY (2005)
 AK2905
 AK2905'RECOVERY NOTE BY US POWER SQUADRON 2005 (RES)
 AK2905'MARK NOT FOUND.
 AK2905
 AK2905                          STATION RECOVERY (2019)
 AK2905
 AK2905'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK2905'LIBRARY PERSONNEL ADVISED THAT THE PREVIOUS LIBRARY BUILDING WAS
 AK2905'DEMOLISHED AND REPLACED AT THE SAME LOCATION, BUT FURTHER EAST ON THE
 AK2905'LOT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK7008 ***********************************************************************
 AK7008  DESIGNATION -  872 1832 F TIDAL
 AK7008  PID         -  AK7008
 AK7008  STATE/COUNTY-  FL/BREVARD
 AK7008  COUNTRY     -  US
 AK7008  USGS QUAD   -  MELBOURNE EAST (2018)
 AK7008
 AK7008                         *CURRENT SURVEY CONTROL
 AK7008  ______________________________________________________________________
 AK7008* NAD 83(1986) POSITION- 28 05 59.1    (N) 080 36 47.0    (W)   HD_HELD2
 AK7008* NAVD 88 ORTHO HEIGHT -     6.322 (meters)       20.74  (feet) ADJUSTED
 AK7008  ______________________________________________________________________
 AK7008  GEOID HEIGHT    -        -28.214 (meters)                     GEOID18
 AK7008  DYNAMIC HEIGHT  -          6.313 (meters)       20.71  (feet) COMP
 AK7008  MODELED GRAVITY -    979,176.9   (mgal)                       NAVD 88
 AK7008
 AK7008  VERT ORDER      -  SECOND    CLASS I
 AK7008
 AK7008.The horizontal coordinates were established by autonomous hand held GPS
 AK7008.observations and have an estimated accuracy of +/- 10 meters.
 AK7008
 AK7008.The orthometric height was determined by differential leveling and
 AK7008.adjusted by the NATIONAL GEODETIC SURVEY
 AK7008.in September 1996.
 AK7008
 AK7008.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK7008.GEOID18 height accuracy estimate available here.
 AK7008
 AK7008.Click photographs - Photos may exist for this station.
 AK7008
 AK7008.The dynamic height is computed by dividing the NAVD 88
 AK7008.geopotential number by the normal gravity value computed on the
 AK7008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK7008.degrees latitude (g = 980.6199 gals.).
 AK7008
 AK7008.The modeled gravity was interpolated from observed gravity values.
 AK7008
 AK7008;                    North         East    Units  Estimated Accuracy
 AK7008;SPC FL E     -   417,323.      238,023.      MT  (+/- 10 meters HH2 GPS)
 AK7008
 AK7008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3801008312(NAD 83)
 AK7008
 AK7008                          SUPERSEDED SURVEY CONTROL
 AK7008
 AK7008  NGVD 29 (09/01/92)    6.749  (m)           22.14   (f) ADJUSTED    2 1
 AK7008
 AK7008.Superseded values are not recommended for survey control.
 AK7008
 AK7008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK7008.See file dsdata.pdf to determine how the superseded data were derived.
 AK7008
 AK7008_MARKER: DB = BENCH MARK DISK
 AK7008_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AK7008+WITH SETTING: PAVEMENT
 AK7008_SP_SET: BASE
 AK7008_STAMPING: 1832 F 1986
 AK7008_MARK LOGO: NOS
 AK7008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK7008+STABILITY: SURFACE MOTION
 AK7008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK7008+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2003
 AK7008
 AK7008  HISTORY     - Date     Condition        Report By
 AK7008  HISTORY     - 1986     MONUMENTED       FLDNR
 AK7008  HISTORY     - 19950108 GOOD             USPSQD
 AK7008  HISTORY     - 20031013 GOOD             USPSQD
 AK7008  HISTORY     - 20060527 GOOD             GEOCAC
 AK7008  HISTORY     - 20191117 MARK NOT FOUND   GEOCAC
 AK7008
 AK7008                          STATION DESCRIPTION
 AK7008
 AK7008'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK7008'IN.
 AK7008'BEGIN AT THE INTERSECTION OF U.S. HIGWAY 1 AND U.S. HIGHWAY 92 IN
 AK7008'MELBOURNE, GO 1.5 MILES NORTH ON U.S. 1 TO THE MARK.  THE MARK BEARS
 AK7008'34.3 FEET WEST-SOUTHWEST OF THE CENTERLINE OF U.S. 1 SOUTHBOUND,
 AK7008'21.8 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF CHERRY STREET AND IS
 AK7008'SET IN THE SOUTHEAST CORNER OF THE CONCRETE BASE FOR A TRAFFIC SIGNAL
 AK7008'WIRE SUPPORT POLE.  IT IS AT THE NORTHEAST CORNER OF THE JIM RATHMAN
 AK7008'CHEVROLET CAR LOT.
 AK7008'THE MARK IS 1 FT ABOVE ROAD.
 AK7008
 AK7008                          STATION RECOVERY (1995)
 AK7008
 AK7008'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK7008'RECOVERED IN GOOD CONDITION.
 AK7008
 AK7008                          STATION RECOVERY (2003)
 AK7008
 AK7008'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK7008'MARINA NAMED HAS CHANGED TO INTRACOASTAL MARINA
 AK7008
 AK7008                          STATION RECOVERY (2006)
 AK7008
 AK7008'RECOVERY NOTE BY GEOCACHING 2006 (NJE)
 AK7008'RECOVERED IN GOOD CONDITION.
 AK7008
 AK7008                          STATION RECOVERY (2019)
 AK7008
 AK7008'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK7008'THE TRAFFIC SIGNAL BASE HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5434 ***********************************************************************
 AK5434  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5434  DESIGNATION -  872 1832 TIDAL 1
 AK5434  PID         -  AK5434
 AK5434  STATE/COUNTY-  FL/BREVARD
 AK5434  COUNTRY     -  US
 AK5434  USGS QUAD   -  MELBOURNE EAST (2018)
 AK5434
 AK5434                         *CURRENT SURVEY CONTROL
 AK5434  ______________________________________________________________________
 AK5434* NAD 83(1986) POSITION- 28 05 55.     (N) 080 36 42.     (W)   SCALED
 AK5434* NAVD 88 ORTHO HEIGHT -     0.686 (meters)        2.25  (feet) ADJUSTED
 AK5434  ______________________________________________________________________
 AK5434  GEOID HEIGHT    -        -28.214 (meters)                     GEOID18
 AK5434  DYNAMIC HEIGHT  -          0.685 (meters)        2.25  (feet) COMP
 AK5434  MODELED GRAVITY -    979,176.9   (mgal)                       NAVD 88
 AK5434
 AK5434  VERT ORDER      -  SECOND    CLASS I
 AK5434
 AK5434.The horizontal coordinates were scaled from a map and have
 AK5434.an estimated accuracy of +/- 6 seconds.
 AK5434
 AK5434.The orthometric height was determined by differential leveling and
 AK5434.adjusted by the NATIONAL GEODETIC SURVEY
 AK5434.in June 1991.
 AK5434
 AK5434.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5434.GEOID18 height accuracy estimate available here.
 AK5434
 AK5434.This Tidal Bench Mark is designated as VM 5380
 AK5434.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5434
 AK5434.Click photographs - Photos may exist for this station.
 AK5434
 AK5434.The dynamic height is computed by dividing the NAVD 88
 AK5434.geopotential number by the normal gravity value computed on the
 AK5434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5434.degrees latitude (g = 980.6199 gals.).
 AK5434
 AK5434.The modeled gravity was interpolated from observed gravity values.
 AK5434
 AK5434;                    North         East    Units  Estimated Accuracy
 AK5434;SPC FL E     -   417,200.      238,160.      MT  (+/- 180 meters Scaled)
 AK5434
 AK5434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM381081(NAD 83)
 AK5434
 AK5434                          SUPERSEDED SURVEY CONTROL
 AK5434
 AK5434  NGVD 29 (09/01/92)    1.114  (m)            3.65   (f) ADJUSTED    2 1
 AK5434
 AK5434.Superseded values are not recommended for survey control.
 AK5434
 AK5434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5434.See file dsdata.pdf to determine how the superseded data were derived.
 AK5434
 AK5434_MARKER: DB = BENCH MARK DISK
 AK5434_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5434_SP_SET: SEAWALL
 AK5434_STAMPING: NO 1 1972
 AK5434_MARK LOGO: CGS
 AK5434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5434+STABILITY: SURFACE MOTION
 AK5434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5434+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2006
 AK5434
 AK5434  HISTORY     - Date     Condition        Report By
 AK5434  HISTORY     - 1972     MONUMENTED       NOS
 AK5434  HISTORY     - 1979     GOOD             FLDNR
 AK5434  HISTORY     - 1986     GOOD             FLDNR
 AK5434  HISTORY     - 19910403 GOOD             USPSQD
 AK5434  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AK5434  HISTORY     - 20031013 GOOD             USPSQD
 AK5434  HISTORY     - 20060204 GOOD             USPSQD
 AK5434  HISTORY     - 20191117 MARK NOT FOUND   GEOCAC
 AK5434
 AK5434                          STATION DESCRIPTION
 AK5434
 AK5434'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5434'1.5 MI NORTH FROM MELBOURNE.
 AK5434'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND STATE HIGHWAY 516 IN
 AK5434'MELBOURNE, PROCEED NORTH 1.5 MILES ALONG US HIGHWAY 1 TO THE JIM
 AK5434'RATHMAN MARINA AND THE MARK. THE MARK BEARS 139 FEET WEST OF THE
 AK5434'NORTHEAST CORNER OF AN ASPHALT PARKING LOT AND 30 FEET NORTH NORTHEAST
 AK5434'OF A CONCRETE RETAINING WALL.
 AK5434
 AK5434                          STATION RECOVERY (1986)
 AK5434
 AK5434'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5434'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARINA IS NOW
 AK5434'CALLED THE NOEL YACHTING CENTER.
 AK5434
 AK5434                          STATION RECOVERY (1991)
 AK5434
 AK5434'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK)
 AK5434'RECOVERED IN GOOD CONDITION.
 AK5434
 AK5434                          STATION RECOVERY (1995)
 AK5434
 AK5434'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5434'MARK NOT FOUND.
 AK5434
 AK5434                          STATION RECOVERY (2003)
 AK5434
 AK5434'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK5434'MARINA NAME HAS CHANGED TO INTRACOASTAL MARINA
 AK5434
 AK5434                          STATION RECOVERY (2006)
 AK5434
 AK5434'RECOVERY NOTE BY US POWER SQUADRON 2006 (EGH)
 AK5434'RECOVERED IN GOOD CONDITION.
 AK5434
 AK5434                          STATION RECOVERY (2019)
 AK5434
 AK5434'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK5434'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5438 ***********************************************************************
 AK5438  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5438  DESIGNATION -  872 1832 TIDAL 2
 AK5438  PID         -  AK5438
 AK5438  STATE/COUNTY-  FL/BREVARD
 AK5438  COUNTRY     -  US
 AK5438  USGS QUAD   -  MELBOURNE EAST (2018)
 AK5438
 AK5438                         *CURRENT SURVEY CONTROL
 AK5438  ______________________________________________________________________
 AK5438* NAD 83(1986) POSITION- 28 05 58.83   (N) 080 36 42.07   (W)   HD_HELD1
 AK5438* NAVD 88 ORTHO HEIGHT -     0.672 (meters)        2.20  (feet) ADJUSTED
 AK5438  ______________________________________________________________________
 AK5438  GEOID HEIGHT    -        -28.215 (meters)                     GEOID18
 AK5438  DYNAMIC HEIGHT  -          0.671 (meters)        2.20  (feet) COMP
 AK5438  MODELED GRAVITY -    979,177.0   (mgal)                       NAVD 88
 AK5438
 AK5438  VERT ORDER      -  FIRST     CLASS II
 AK5438
 AK5438.The horizontal coordinates were determined by differentially corrected
 AK5438.hand held GPS observations or other comparable positioning techniques
 AK5438.and have an estimated accuracy of +/- 3 meters.
 AK5438
 AK5438.The orthometric height was determined by differential leveling and
 AK5438.adjusted by the NATIONAL GEODETIC SURVEY
 AK5438.in June 1991.
 AK5438
 AK5438.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5438.GEOID18 height accuracy estimate available here.
 AK5438
 AK5438.This Tidal Bench Mark is designated as VM 5381
 AK5438.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5438
 AK5438.Click photographs - Photos may exist for this station.
 AK5438
 AK5438.The dynamic height is computed by dividing the NAVD 88
 AK5438.geopotential number by the normal gravity value computed on the
 AK5438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5438.degrees latitude (g = 980.6199 gals.).
 AK5438
 AK5438.The modeled gravity was interpolated from observed gravity values.
 AK5438
 AK5438;                    North         East    Units  Estimated Accuracy
 AK5438;SPC FL E     -   417,315.2     238,158.0     MT  (+/- 3 meters HH1 GPS) 
 AK5438
 AK5438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3814408304(NAD 83)
 AK5438
 AK5438                          SUPERSEDED SURVEY CONTROL
 AK5438
 AK5438  NGVD 29 (09/01/92)    1.099  (m)            3.61   (f) ADJUSTED    1 2
 AK5438
 AK5438.Superseded values are not recommended for survey control.
 AK5438
 AK5438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5438.See file dsdata.pdf to determine how the superseded data were derived.
 AK5438
 AK5438_MARKER: DB = BENCH MARK DISK
 AK5438_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5438_SP_SET: SEAWALL
 AK5438_STAMPING: NO 2 1972
 AK5438_MARK LOGO: CGS
 AK5438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5438+STABILITY: SURFACE MOTION
 AK5438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5438+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2019
 AK5438
 AK5438  HISTORY     - Date     Condition        Report By
 AK5438  HISTORY     - 1972     MONUMENTED       NOS
 AK5438  HISTORY     - 1979     GOOD             FLDNR
 AK5438  HISTORY     - 19910208 GOOD             NGS
 AK5438  HISTORY     - 19910403 GOOD             USPSQD
 AK5438  HISTORY     - 20031013 GOOD             USPSQD
 AK5438  HISTORY     - 20170119 GOOD             NGS
 AK5438  HISTORY     - 20191117 GOOD             GEOCAC
 AK5438
 AK5438                          STATION DESCRIPTION
 AK5438
 AK5438'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5438'1.5 MI NORTH FROM MELBOURNE.
 AK5438'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND STATE HIGHWAY 516 IN
 AK5438'MELBOURNE, PROCEED NORTH 1.5 MILES ALONG US HIGHWAY 1 TO THE JIM
 AK5438'RATHMAN MARINA AND THE MARK. THE MARK BEARS 158 FEET SOUTH OF THE
 AK5438'NORTHEAST CORNER OF THE BULKHEAD, 76 FEET NORTH OF THE SOUTHEAST
 AK5438'CORNER OF THE BULKHEAD ON THE NORTH SIDE OF THE BOAT RAMP, AND 65 FEET
 AK5438'EAST OF THE WEST EDGE OF THE ASPHALT PARKING AREA.
 AK5438
 AK5438                          STATION RECOVERY (1991)
 AK5438
 AK5438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AK5438'2.4 KM (1.5 MI) NORTHWESTERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AK5438'OF U.S. HIGHWAY 192 (NEW HAVEN AVENUE) IN MELBOURNE, THENCE 0.1 KM
 AK5438'(0.1 MI) EASTERLY ALONG THE INTRACOASTAL MARINA ENTRANCE ROAD, THENCE
 AK5438'0.1 KM (0.1 MI) NORTHWESTERLY ALONG A PARKING LOT, IN TOP OF A
 AK5438'CONCRETE RETAINING WALL ALONG THE EAST SIDE OF THE PARKING LOT, 48.1
 AK5438'M (157.8 FT) SOUTHEAST OF THE NORTHWEST END OF THE RETAINING WALL,
 AK5438'23.1 M (75.8 FT) NORTHWEST OF THE NORTHWEST EDGE OF A BOAT RAMP, AND
 AK5438'LEVEL WITH THE PARKING LOT.
 AK5438
 AK5438                          STATION RECOVERY (1991)
 AK5438
 AK5438'RECOVERY NOTE BY US POWER SQUADRON 1991 (GVK)
 AK5438'RECOVERED IN GOOD CONDITION.
 AK5438
 AK5438                          STATION RECOVERY (2003)
 AK5438
 AK5438'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK5438'RECOVERED IN GOOD CONDITION.
 AK5438
 AK5438                          STATION RECOVERY (2017)
 AK5438
 AK5438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (DJA)
 AK5438'RECOVERED IN GOOD CONDITION.
 AK5438
 AK5438                          STATION RECOVERY (2019)
 AK5438
 AK5438'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK5438'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5437 ***********************************************************************
 AK5437  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5437  DESIGNATION -  872 1832 TIDAL 3
 AK5437  PID         -  AK5437
 AK5437  STATE/COUNTY-  FL/BREVARD
 AK5437  COUNTRY     -  US
 AK5437  USGS QUAD   -  MELBOURNE EAST (2018)
 AK5437
 AK5437                         *CURRENT SURVEY CONTROL
 AK5437  ______________________________________________________________________
 AK5437* NAD 83(1986) POSITION- 28 05 59.67   (N) 080 36 42.47   (W)   HD_HELD1
 AK5437* NAVD 88 ORTHO HEIGHT -     0.664 (meters)        2.18  (feet) ADJUSTED
 AK5437  ______________________________________________________________________
 AK5437  GEOID HEIGHT    -        -28.216 (meters)                     GEOID18
 AK5437  DYNAMIC HEIGHT  -          0.663 (meters)        2.18  (feet) COMP
 AK5437  MODELED GRAVITY -    979,177.0   (mgal)                       NAVD 88
 AK5437
 AK5437  VERT ORDER      -  SECOND    CLASS I
 AK5437
 AK5437.The horizontal coordinates were determined by differentially corrected
 AK5437.hand held GPS observations or other comparable positioning techniques
 AK5437.and have an estimated accuracy of +/- 3 meters.
 AK5437
 AK5437.The orthometric height was determined by differential leveling and
 AK5437.adjusted by the NATIONAL GEODETIC SURVEY
 AK5437.in September 1996.
 AK5437
 AK5437.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5437.GEOID18 height accuracy estimate available here.
 AK5437
 AK5437.This Tidal Bench Mark is designated as VM 5382
 AK5437.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5437
 AK5437.Click photographs - Photos may exist for this station.
 AK5437
 AK5437.The dynamic height is computed by dividing the NAVD 88
 AK5437.geopotential number by the normal gravity value computed on the
 AK5437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5437.degrees latitude (g = 980.6199 gals.).
 AK5437
 AK5437.The modeled gravity was interpolated from observed gravity values.
 AK5437
 AK5437;                    North         East    Units  Estimated Accuracy
 AK5437;SPC FL E     -   417,341.1     238,147.0     MT  (+/- 3 meters HH1 GPS) 
 AK5437
 AK5437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3813308330(NAD 83)
 AK5437
 AK5437                          SUPERSEDED SURVEY CONTROL
 AK5437
 AK5437  NAVD 88 (06/15/91)    0.671  (m)            2.20   (f) SUPERSEDED  2 1
 AK5437  NGVD 29 (09/01/92)    1.090  (m)            3.58   (f) ADJUSTED    2 1
 AK5437
 AK5437.Superseded values are not recommended for survey control.
 AK5437
 AK5437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5437.See file dsdata.pdf to determine how the superseded data were derived.
 AK5437
 AK5437_MARKER: DB = BENCH MARK DISK
 AK5437_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5437_SP_SET: SEAWALL
 AK5437_STAMPING: NO 3 1972
 AK5437_MARK LOGO: CGS
 AK5437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5437+STABILITY: SURFACE MOTION
 AK5437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5437+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2019
 AK5437
 AK5437  HISTORY     - Date     Condition        Report By
 AK5437  HISTORY     - 1972     MONUMENTED       NOS
 AK5437  HISTORY     - 1979     GOOD             FLDNR
 AK5437  HISTORY     - 1986     GOOD             FLDNR
 AK5437  HISTORY     - 19910403 GOOD             USPSQD
 AK5437  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AK5437  HISTORY     - 20031013 MARK NOT FOUND   USPSQD
 AK5437  HISTORY     - 20170119 GOOD             NGS
 AK5437  HISTORY     - 20191117 GOOD             GEOCAC
 AK5437
 AK5437                          STATION DESCRIPTION
 AK5437
 AK5437'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5437'1.5 MI NORTH FROM MELBOURNE.
 AK5437'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND STATE HIGHWAY 516 IN
 AK5437'MELBOURNE, PROCEED NORTH 1.5 MILES ALONG US HIGHWAY 1 TO THE JIM
 AK5437'RATHMAN MARINA AND THE MARK. THE MARK BEARS 66 FEET SOUTH OF THE
 AK5437'NORTHEAST CORNER OF THE BULKHEAD, AND IS IN TOP OF BULKHEAD.
 AK5437
 AK5437                          STATION RECOVERY (1986)
 AK5437
 AK5437'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5437'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARINA IS NOW
 AK5437'CALLED THE NOEL YACHTING CENTER.
 AK5437
 AK5437                          STATION RECOVERY (1991)
 AK5437
 AK5437'RECOVERY NOTE BY US POWER SQUADRON 1991 (GCK)
 AK5437'RECOVERED IN GOOD CONDITION.
 AK5437
 AK5437                          STATION RECOVERY (1995)
 AK5437
 AK5437'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5437'MARK NOT FOUND.
 AK5437
 AK5437                          STATION RECOVERY (2003)
 AK5437
 AK5437'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK5437'BULKHEAD HAS BEEN COVERED OVER WITH A PRESSURE TREATED WOOD WALKWAY
 AK5437
 AK5437                          STATION RECOVERY (2017)
 AK5437
 AK5437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AK5437'RECOVERED IN GOOD CONDITION.
 AK5437
 AK5437                          STATION RECOVERY (2019)
 AK5437
 AK5437'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK5437'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5436 ***********************************************************************
 AK5436  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5436  DESIGNATION -  872 1832 TIDAL 3 A
 AK5436  PID         -  AK5436
 AK5436  STATE/COUNTY-  FL/BREVARD
 AK5436  COUNTRY     -  US
 AK5436  USGS QUAD   -  MELBOURNE EAST (2018)
 AK5436
 AK5436                         *CURRENT SURVEY CONTROL
 AK5436  ______________________________________________________________________
 AK5436* NAD 83(1986) POSITION- 28 06 01.     (N) 080 36 41.     (W)   SCALED
 AK5436* NAVD 88 ORTHO HEIGHT -     0.671 (meters)        2.20  (feet) ADJUSTED
 AK5436  ______________________________________________________________________
 AK5436  GEOID HEIGHT    -        -28.216 (meters)                     GEOID18
 AK5436  DYNAMIC HEIGHT  -          0.670 (meters)        2.20  (feet) COMP
 AK5436  MODELED GRAVITY -    979,177.1   (mgal)                       NAVD 88
 AK5436
 AK5436  VERT ORDER      -  SECOND    CLASS I
 AK5436
 AK5436.The horizontal coordinates were scaled from a map and have
 AK5436.an estimated accuracy of +/- 6 seconds.
 AK5436
 AK5436.The orthometric height was determined by differential leveling and
 AK5436.adjusted by the NATIONAL GEODETIC SURVEY
 AK5436.in September 1996.
 AK5436
 AK5436.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5436.GEOID18 height accuracy estimate available here.
 AK5436
 AK5436.This Tidal Bench Mark is designated as VM 5384
 AK5436.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5436
 AK5436.Click photographs - Photos may exist for this station.
 AK5436
 AK5436.The dynamic height is computed by dividing the NAVD 88
 AK5436.geopotential number by the normal gravity value computed on the
 AK5436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5436.degrees latitude (g = 980.6199 gals.).
 AK5436
 AK5436.The modeled gravity was interpolated from observed gravity values.
 AK5436
 AK5436;                    North         East    Units  Estimated Accuracy
 AK5436;SPC FL E     -   417,380.      238,190.      MT  (+/- 180 meters Scaled)
 AK5436
 AK5436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM381083(NAD 83)
 AK5436
 AK5436                          SUPERSEDED SURVEY CONTROL
 AK5436
 AK5436  NAVD 88 (06/15/91)    0.665  (m)            2.18   (f) SUPERSEDED  2 1
 AK5436  NGVD 29 (09/01/92)    1.096  (m)            3.60   (f) ADJUSTED    2 1
 AK5436
 AK5436.Superseded values are not recommended for survey control.
 AK5436
 AK5436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5436.See file dsdata.pdf to determine how the superseded data were derived.
 AK5436
 AK5436_MARKER: DB = BENCH MARK DISK
 AK5436_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5436_SP_SET: SEAWALL
 AK5436_STAMPING: NO 3A 1972
 AK5436_MARK LOGO: CGS
 AK5436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5436+STABILITY: SURFACE MOTION
 AK5436
 AK5436  HISTORY     - Date     Condition        Report By
 AK5436  HISTORY     - 1972     MONUMENTED       NOS
 AK5436  HISTORY     - 1979     GOOD             FLDNR
 AK5436  HISTORY     - 1986     GOOD             FLDNR
 AK5436  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AK5436  HISTORY     - 20031013 MARK NOT FOUND   USPSQD
 AK5436  HISTORY     - 20191117 MARK NOT FOUND   GEOCAC
 AK5436
 AK5436                          STATION DESCRIPTION
 AK5436
 AK5436'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5436'1.5 MI NORTH FROM MELBOURNE.
 AK5436'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND STATE HIGHWAY 516 IN
 AK5436'MELBOURNE, PROCEED NORTH 1.5 MILES ALONG US HIGHWAY 1 TO THE JIM
 AK5436'RATHMAN MARINA AND THE MARK. THE MARK BEARS 1 FOOT SOUTH OF THE NORTH
 AK5436'EDGE OF THE BULKHEAD, 1 FOOT WEST OF THE EAST EDGE OF THE BULKHEAD AND
 AK5436'IS SET IN THE TOP OF THE NORTHEAST CORNER OF THE BULKHEAD.
 AK5436
 AK5436                          STATION RECOVERY (1986)
 AK5436
 AK5436'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5436'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARINA IS NOW
 AK5436'CALLED NOEL YACHTING CENTER.  THE MARK IS A SURVEY BOTTLE CAP.
 AK5436
 AK5436                          STATION RECOVERY (1995)
 AK5436
 AK5436'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5436'MARK NOT FOUND.
 AK5436
 AK5436                          STATION RECOVERY (2003)
 AK5436
 AK5436'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK5436'NAME OF MARINA CHANGED TO INTRACOASTAL MARINA
 AK5436
 AK5436                          STATION RECOVERY (2019)
 AK5436
 AK5436'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK5436'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5435 ***********************************************************************
 AK5435  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5435  DESIGNATION -  872 1832 TIDAL 4
 AK5435  PID         -  AK5435
 AK5435  STATE/COUNTY-  FL/BREVARD
 AK5435  COUNTRY     -  US
 AK5435  USGS QUAD   -  MELBOURNE EAST (2018)
 AK5435
 AK5435                         *CURRENT SURVEY CONTROL
 AK5435  ______________________________________________________________________
 AK5435* NAD 83(1986) POSITION- 28 06 00.0    (N) 080 36 43.4    (W)   HD_HELD2
 AK5435* NAVD 88 ORTHO HEIGHT -     0.683 (meters)        2.24  (feet) ADJUSTED
 AK5435  ______________________________________________________________________
 AK5435  GEOID HEIGHT    -        -28.215 (meters)                     GEOID18
 AK5435  DYNAMIC HEIGHT  -          0.682 (meters)        2.24  (feet) COMP
 AK5435  MODELED GRAVITY -    979,177.0   (mgal)                       NAVD 88
 AK5435
 AK5435  VERT ORDER      -  SECOND    CLASS I
 AK5435
 AK5435.The horizontal coordinates were established by autonomous hand held GPS
 AK5435.observations and have an estimated accuracy of +/- 10 meters.
 AK5435
 AK5435.The orthometric height was determined by differential leveling and
 AK5435.adjusted by the NATIONAL GEODETIC SURVEY
 AK5435.in June 1991.
 AK5435
 AK5435.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5435.GEOID18 height accuracy estimate available here.
 AK5435
 AK5435.This Tidal Bench Mark is designated as VM 5383
 AK5435.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5435
 AK5435.Click photographs - Photos may exist for this station.
 AK5435
 AK5435.The dynamic height is computed by dividing the NAVD 88
 AK5435.geopotential number by the normal gravity value computed on the
 AK5435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5435.degrees latitude (g = 980.6199 gals.).
 AK5435
 AK5435.The modeled gravity was interpolated from observed gravity values.
 AK5435
 AK5435;                    North         East    Units  Estimated Accuracy
 AK5435;SPC FL E     -   417,351.      238,122.      MT  (+/- 10 meters HH2 GPS)
 AK5435
 AK5435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3810808340(NAD 83)
 AK5435
 AK5435                          SUPERSEDED SURVEY CONTROL
 AK5435
 AK5435  NGVD 29 (09/01/92)    1.112  (m)            3.65   (f) ADJUSTED    2 1
 AK5435
 AK5435.Superseded values are not recommended for survey control.
 AK5435
 AK5435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5435.See file dsdata.pdf to determine how the superseded data were derived.
 AK5435
 AK5435_MARKER: DB = BENCH MARK DISK
 AK5435_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5435_SP_SET: SEAWALL
 AK5435_STAMPING: NO 4 1972
 AK5435_MARK LOGO: CGS
 AK5435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5435+STABILITY: SURFACE MOTION
 AK5435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5435+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2019
 AK5435
 AK5435  HISTORY     - Date     Condition        Report By
 AK5435  HISTORY     - 1972     MONUMENTED       NOS
 AK5435  HISTORY     - 1979     GOOD             FLDNR
 AK5435  HISTORY     - 1986     GOOD             FLDNR
 AK5435  HISTORY     - 19950108 MARK NOT FOUND   USPSQD
 AK5435  HISTORY     - 20031013 GOOD             USPSQD
 AK5435  HISTORY     - 20060204 GOOD             USPSQD
 AK5435  HISTORY     - 20191117 GOOD             GEOCAC
 AK5435
 AK5435                          STATION DESCRIPTION
 AK5435
 AK5435'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5435'1.5 MI NORTH FROM MELBOURNE.
 AK5435'BEGIN AT THE INTERSECTION OF US HIGHWAY 1 AND STATE HIGHWAY 516 IN
 AK5435'MELBOURNE, PROCEED NORTH 1.5 MILES ALONG US HIGHWAY 1 TO THE JIM
 AK5435'RATHMAN MARINA AND THE MARK. THE MARK BEARS 58 FEET WEST OF THE
 AK5435'NORTHEAST CORNER OF THE BULKHEAD AND 6 FEET EAST OF THE NORTHWEST
 AK5435'CORNER OF THE PARKING LOT.
 AK5435
 AK5435                          STATION RECOVERY (1986)
 AK5435
 AK5435'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AK5435'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARINA IS NOW
 AK5435'CALLED THE NOEL YACHTING CENTER.
 AK5435
 AK5435                          STATION RECOVERY (1995)
 AK5435
 AK5435'RECOVERY NOTE BY US POWER SQUADRON 1995
 AK5435'MARK NOT FOUND.
 AK5435
 AK5435                          STATION RECOVERY (2003)
 AK5435
 AK5435'RECOVERY NOTE BY US POWER SQUADRON 2003 (GRF)
 AK5435'NAME OF MARINA CHANGED TO INTRACOASTAL MARINA
 AK5435
 AK5435                          STATION RECOVERY (2006)
 AK5435
 AK5435'RECOVERY NOTE BY US POWER SQUADRON 2006 (EGH)
 AK5435'RECOVERED IN GOOD CONDITION.
 AK5435
 AK5435                          STATION RECOVERY (2019)
 AK5435
 AK5435'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK5435'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2928 ***********************************************************************
 DM2928  DESIGNATION -  872 1843 A
 DM2928  PID         -  DM2928
 DM2928  STATE/COUNTY-  FL/BREVARD
 DM2928  COUNTRY     -  US
 DM2928  USGS QUAD   -  MELBOURNE EAST (2018)
 DM2928
 DM2928                         *CURRENT SURVEY CONTROL
 DM2928  ______________________________________________________________________
 DM2928* NAD 83(1986) POSITION- 28 04 50.56   (N) 080 35 59.24   (W)   HD_HELD1
 DM2928* NAVD 88 ORTHO HEIGHT -     1.401 (meters)        4.60  (feet) ADJUSTED
 DM2928  ______________________________________________________________________
 DM2928  GEOID HEIGHT    -        -28.203 (meters)                     GEOID18
 DM2928  DYNAMIC HEIGHT  -          1.398 (meters)        4.59  (feet) COMP
 DM2928  MODELED GRAVITY -    979,175.9   (mgal)                       NAVD 88
 DM2928
 DM2928  VERT ORDER      -  SECOND    CLASS I
 DM2928
 DM2928.The horizontal coordinates were determined by differentially corrected
 DM2928.hand held GPS observations or other comparable positioning techniques
 DM2928.and have an estimated accuracy of +/- 3 meters.
 DM2928
 DM2928.The orthometric height was determined by differential leveling and
 DM2928.adjusted by the NATIONAL GEODETIC SURVEY
 DM2928.in July 2011.
 DM2928
 DM2928.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2928.GEOID18 height accuracy estimate available here.
 DM2928
 DM2928.Click photographs - Photos may exist for this station.
 DM2928
 DM2928.The dynamic height is computed by dividing the NAVD 88
 DM2928.geopotential number by the normal gravity value computed on the
 DM2928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2928.degrees latitude (g = 980.6199 gals.).
 DM2928
 DM2928.The modeled gravity was interpolated from observed gravity values.
 DM2928
 DM2928;                    North         East    Units  Estimated Accuracy
 DM2928;SPC FL E     -   415,217.5     239,334.0     MT  (+/- 3 meters HH1 GPS) 
 DM2928
 DM2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3932006207(NAD 83)
 DM2928
 DM2928                          SUPERSEDED SURVEY CONTROL
 DM2928
 DM2928.No superseded survey control is available for this station.
 DM2928
 DM2928_MARKER: DJ = TIDAL STATION DISK
 DM2928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM2928_STAMPING: 1843 A 1995
 DM2928_MARK LOGO: NOS
 DM2928_PROJECTION: FLUSH
 DM2928_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2928+STABILITY: SURFACE MOTION
 DM2928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM2928+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 DM2928
 DM2928  HISTORY     - Date     Condition        Report By
 DM2928  HISTORY     - 1995     MONUMENTED       FLDEP
 DM2928  HISTORY     - 20030806 GOOD             FLDEP
 DM2928
 DM2928                          STATION DESCRIPTION
 DM2928
 DM2928'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DM2928'THE MARK IS IN MELBOURNE, IN SECTION 2, TOWNSHIP 28 SOUTH, RANGE 37
 DM2928'EAST.
 DM2928'
 DM2928'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (HARBOR CITY
 DM2928'BOULEVARD) AND STATE HIGHWAY 192 (STRAWBRIDGE AVENUE) IN MELBOURNE, GO
 DM2928'EAST ON STATE HIGHWAY 192 (STRAWBRIDGE AVENUE) FOR 0.25 MI (0.4 KM) TO
 DM2928'THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DM2928'FLUSH WITH THE GROUND AND LEVEL WITH STATE HIGHWAY 192.
 DM2928'
 DM2928'THE MARK IS LOCATED 785.0 FT (239.3 M) SOUTHWEST OF BENCH MARK 1843 B
 DM2928'1995, 89.7 FT (27.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE NEW
 DM2928'HAVEN AVENUE EXIT RAMP, 58.4 FT (17.8 M) SOUTHEAST OF A BELL SYSTEMS
 DM2928'MANHOLE COVER, 31.2 FT (9.5 M) SOUTHWEST OF THE SOUTHWEST END OF A
 DM2928'SEAWALL, 19.4 FT (5.9 M) NORTHEAST OF A 6.0 FT (1.8 M) TALL CHAIN LINK
 DM2928'FENCE, 2.1 FT (0.6 M) EAST OF THE SOUTHEAST CORNER OF A 10.0 FT (3.0
 DM2928'M) X 12.0 FT (3.7 M) CONCRETE BLOCK PUMP STATION BUILDING NUMBER 1313
 DM2928'AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DM2928'
 DM2928'NOTE FOR KEY CONTACT THE CITY OF MELBOURNE AT 321-255-4622.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6629 ***********************************************************************
 DK6629  TIDAL BM    -  This is a Tidal Bench Mark.
 DK6629  DESIGNATION -  872 1843 B TIDAL
 DK6629  PID         -  DK6629
 DK6629  STATE/COUNTY-  FL/BREVARD
 DK6629  COUNTRY     -  US
 DK6629  USGS QUAD   -  MELBOURNE EAST (2018)
 DK6629
 DK6629                         *CURRENT SURVEY CONTROL
 DK6629  ______________________________________________________________________
 DK6629* NAD 83(1986) POSITION- 28 04 53.94   (N) 080 35 51.84   (W)   HD_HELD1
 DK6629* NAVD 88 ORTHO HEIGHT -     1.486 (meters)        4.88  (feet) ADJUSTED
 DK6629  ______________________________________________________________________
 DK6629  GEOID HEIGHT    -        -28.207 (meters)                     GEOID18
 DK6629  DYNAMIC HEIGHT  -          1.484 (meters)        4.87  (feet) COMP
 DK6629  MODELED GRAVITY -    979,176.1   (mgal)                       NAVD 88
 DK6629
 DK6629  VERT ORDER      -  FIRST     CLASS II
 DK6629
 DK6629.The horizontal coordinates were determined by differentially corrected
 DK6629.hand held GPS observations or other comparable positioning techniques
 DK6629.and have an estimated accuracy of +/- 3 meters.
 DK6629
 DK6629.The orthometric height was determined by differential leveling and
 DK6629.adjusted by the NATIONAL GEODETIC SURVEY
 DK6629.in April 2009.
 DK6629
 DK6629.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6629.GEOID18 height accuracy estimate available here.
 DK6629
 DK6629.This Tidal Bench Mark is designated as VM 24417
 DK6629.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK6629
 DK6629.Click photographs - Photos may exist for this station.
 DK6629
 DK6629.The dynamic height is computed by dividing the NAVD 88
 DK6629.geopotential number by the normal gravity value computed on the
 DK6629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6629.degrees latitude (g = 980.6199 gals.).
 DK6629
 DK6629.The modeled gravity was interpolated from observed gravity values.
 DK6629
 DK6629;                    North         East    Units  Estimated Accuracy
 DK6629;SPC FL E     -   415,322.2     239,535.7     MT  (+/- 3 meters HH1 GPS) 
 DK6629
 DK6629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3952206312(NAD 83)
 DK6629
 DK6629                          SUPERSEDED SURVEY CONTROL
 DK6629
 DK6629.No superseded survey control is available for this station.
 DK6629
 DK6629_MARKER: DJ = TIDAL STATION DISK
 DK6629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6629_STAMPING: 1843 B 1995
 DK6629_MARK LOGO: NOS
 DK6629_PROJECTION: RECESSED 8 CENTIMETERS
 DK6629_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6629+STABILITY: SURFACE MOTION
 DK6629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6629+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2019
 DK6629
 DK6629  HISTORY     - Date     Condition        Report By
 DK6629  HISTORY     - 1995     MONUMENTED       FLDEP
 DK6629  HISTORY     - 20030806 GOOD             FLDEP
 DK6629  HISTORY     - 20060412 GOOD             FLDEP
 DK6629  HISTORY     - 20191117 GOOD             GEOCAC
 DK6629
 DK6629                          STATION DESCRIPTION
 DK6629
 DK6629'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DK6629'THE MARK IS IN MELBOURNE, IN SECTION 2, TOWNSHIP 28 SOUTH, RANGE 37
 DK6629'EAST.
 DK6629'
 DK6629'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (HARBOR CITY
 DK6629'BOULEVARD) AND STATE HIGHWAY 192 (STRAWBRIDGE AVENUE) IN MELBOURNE, GO
 DK6629'EAST ON STATE HIGHWAY 192 (STRAWBRIDGE AVENUE) FOR 0.35 MI (0.6 KM) TO
 DK6629'THE ENTRANCE OF THE GEIGER POINT COUNTY PARK ON THE RIGHT.  TURN RIGHT
 DK6629'ON THE ENTRANCE ROAD AND GO EASTERLY FOR 0.05 MI (0.1 KM) TO THE MARK
 DK6629'ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.3
 DK6629'FT (0.1 M) BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF STATE
 DK6629'HIGHWAY 192 EASTBOUND LANES.
 DK6629'
 DK6629'THE MARK IS LOCATED 785.0 FT (239.3 M) NORTHEAST OF BENCH MARK 1843 A
 DK6629'1995, 726.0 FT (221.3 M) NORTHWEST OF TIDAL BENCH MARK 1843 C 1995,
 DK6629'57.7 FT (17.6 M) EAST OF THE APPROXIMATE CENTERLINE OF THE PARK
 DK6629'ENTRANCE, 49.7 FT (15.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DK6629'PARK ROAD, 39.0 FT (11.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DK6629'STATE HIGHWAY 192, 2.5 FT (0.8 M) EAST OF THE SOUTH LEG OF THE PARK
 DK6629'SIGNS AND 1.8 FT (0.5 M) EAST OF A CARSONITE WITNESS POST.
 DK6629'
 DK6629'NOTE A MAGNET WAS EMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DK6629'MONUMENT.
 DK6629
 DK6629                          STATION RECOVERY (2006)
 DK6629
 DK6629'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6629'THE MARK IS IN MELBOURNE, NEAR THE ENTRANCE OF THE GEIGER POINT COUNTY
 DK6629'PARK, NEAR THE  SOUTHWEST END OF THE MELBOURNE CAUSEWAY BRIDGE ON THE
 DK6629'WEST SIDE OF THE INDIAN RIVER,  IN SECTION 2, TOWNSHIP 28 SOUTH, RANGE
 DK6629'37 EAST.
 DK6629'
 DK6629'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (HARBOR CITY
 DK6629'BOULEVARD) AND  STATE ROAD 192 (STRAWBRIDGE AVENUE) IN MELBOURNE, GO
 DK6629'SOUTH ON U.S. HIGHWAY 1 (HARBOR  CITY BOULEVARD) FOR 0.05 MI TO THE
 DK6629'INTERSECTION OF NEW HAVEN AVENUE, TURN LEFT ON NEW  HAVEN AVENUE AND
 DK6629'GO EAST FOR 0.35 MI TO THE ENTRANCE OF THE GEIGER POINT COUNTY PARK
 DK6629'ON THE RIGHT, TURN RIGHT ON THE ENTRANCE ROAD AND GO EASTERLY ABOUT
 DK6629'90.0 FT TO THE  MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DK6629'MONUMENT (EAST OF THE SOUTH LEG  OF THE PARK SIGN) RECESSED 0.3 FT
 DK6629'BELOW THE LEVEL OF THE GROUND.
 DK6629'
 DK6629'LOCATED ABOUT 785.0 FT NORTHEAST OF AN NOS DISK 1843 A 1995, ABOUT
 DK6629'726.0 FT NORTHWEST OF  ROD MARK (NGS LOGO CAP) 1843 C 1995, 57.7 FT
 DK6629'EAST OF THE APPROXIMATE CENTERLINE OF THE  PARK ENTRANCE, 49.7 FT
 DK6629'NORTH OF THE APPROXIMATE CENTERLINE OF THE PARK ROAD, 39.0 SOUTH  OF
 DK6629'THE APPROXIMATE CENTERLINE OF STATE ROAD 192 (2 LANES EASTBOUND), 2.5
 DK6629'FT EAST OF THE  PARK SIGNS SOUTH LEG AND 1.8 FT EAST OF A CARSONITE
 DK6629'WITNESS POST.
 DK6629
 DK6629                          STATION RECOVERY (2019)
 DK6629
 DK6629'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DK6629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6630 ***********************************************************************
 DK6630  TIDAL BM    -  This is a Tidal Bench Mark.
 DK6630  DESIGNATION -  872 1843 C TIDAL
 DK6630  PID         -  DK6630
 DK6630  STATE/COUNTY-  FL/BREVARD
 DK6630  COUNTRY     -  US
 DK6630  USGS QUAD   -  MELBOURNE EAST (2018)
 DK6630
 DK6630                         *CURRENT SURVEY CONTROL
 DK6630  ______________________________________________________________________
 DK6630* NAD 83(1986) POSITION- 28 04 53.7    (N) 080 35 44.8    (W)   HD_HELD2
 DK6630* NAVD 88 ORTHO HEIGHT -     0.345 (meters)        1.13  (feet) ADJUSTED
 DK6630  ______________________________________________________________________
 DK6630  GEOID HEIGHT    -        -28.208 (meters)                     GEOID18
 DK6630  DYNAMIC HEIGHT  -          0.345 (meters)        1.13  (feet) COMP
 DK6630  MODELED GRAVITY -    979,176.2   (mgal)                       NAVD 88
 DK6630
 DK6630  VERT ORDER      -  FIRST     CLASS II
 DK6630
 DK6630.The horizontal coordinates were established by autonomous hand held GPS
 DK6630.observations and have an estimated accuracy of +/- 10 meters.
 DK6630
 DK6630.The orthometric height was determined by differential leveling and
 DK6630.adjusted by the NATIONAL GEODETIC SURVEY
 DK6630.in April 2009.
 DK6630
 DK6630.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6630.GEOID18 height accuracy estimate available here.
 DK6630
 DK6630.This Tidal Bench Mark is designated as VM 24418
 DK6630.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK6630
 DK6630.Click photographs - Photos may exist for this station.
 DK6630
 DK6630.The dynamic height is computed by dividing the NAVD 88
 DK6630.geopotential number by the normal gravity value computed on the
 DK6630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6630.degrees latitude (g = 980.6199 gals.).
 DK6630
 DK6630.The modeled gravity was interpolated from observed gravity values.
 DK6630
 DK6630;                    North         East    Units  Estimated Accuracy
 DK6630;SPC FL E     -   415,315.      239,728.      MT  (+/- 10 meters HH2 GPS)
 DK6630
 DK6630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3971406305(NAD 83)
 DK6630
 DK6630                          SUPERSEDED SURVEY CONTROL
 DK6630
 DK6630.No superseded survey control is available for this station.
 DK6630
 DK6630_MARKER: F = FLANGE-ENCASED ROD
 DK6630_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6630_STAMPING: 1843 C 1995
 DK6630_MARK LOGO: NGS
 DK6630_PROJECTION: RECESSED 3 CENTIMETERS
 DK6630_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6630+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2019
 DK6630_ROD/PIPE-DEPTH: 19.5 meters
 DK6630
 DK6630  HISTORY     - Date     Condition        Report By
 DK6630  HISTORY     - 1995     MONUMENTED       FLDEP
 DK6630  HISTORY     - 20030806 GOOD             FLDEP
 DK6630  HISTORY     - 20060413 GOOD             FLDEP
 DK6630  HISTORY     - 20191117 GOOD             GEOCAC
 DK6630
 DK6630                          STATION DESCRIPTION
 DK6630
 DK6630'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DK6630'RECOVERED AS DESCRIBED.
 DK6630
 DK6630                          STATION RECOVERY (2006)
 DK6630
 DK6630'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6630'THE MARK IS IN MELBOURNE, NEAR THE MOST SOUTHERN POINT IN THE GEIGER
 DK6630'POINT COUNTY  PARK, NEAR THE SOUTHWEST END OF THE MELBOURNE CAUSEWAY
 DK6630'BRIDGE ON THE WEST SIDE OF  THE INDIAN RIVER IN SECTION 2, TOWNSHIP 28
 DK6630'SOUTH, RANGE 37 EAST.
 DK6630'
 DK6630'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (HARBOR CITY
 DK6630'BOULEVARD) AND  STATE ROAD 192 (STRAWBRIDGE AVENUE) IN MELBOURNE, GO
 DK6630'SOUTH ON U.S. HIGHWAY 1 (HARBOR  CITY BOULEVARD) FOR 0.05 MI TO THE
 DK6630'INTERSECTION OF NEW HAVEN AVENUE, TURN LEFT ON NEW  HAVEN AVENUE AND
 DK6630'GO EAST FOR 0.35 MI TO THE ENTRANCE OF THE GEIGER POINT COUNTY PARK
 DK6630'ON THE RIGHT, TURN RIGHT ON THE ENTRANCE ROAD AND GO EASTERLY FOR 0.15
 DK6630'MI TO THE MOST  SOUTHEASTERN PARKING AREA ON THE RIGHT AND THE END OF
 DK6630'TRUCK TRAVEL, NOW BY WALKING  GO SOUTH ABOUT 103.0 FT TO THE MARK (SET
 DK6630'WITHIN A GROUP OF 3 PALM TREES), A STAINLESS  STEEL ROD DRIVEN TO
 DK6630'REFUSAL AT A DEPTH OF 64.0 FT WITH AN NGS LOGO CAP RECESSED 0.1 FT
 DK6630'BELOW THE LEVEL OF THE GROUND.
 DK6630'
 DK6630'LOCATED ABOUT 726.0 FT SOUTHEAST OF 1843 B, ABOUT 600.0 FT SOUTHWEST
 DK6630'OF AN NOS DISK 1843  D 1995, 112.2 FT WEST OF THE EAST BANK OF THE
 DK6630'PARK, 104.5 FT SOUTH OF THE APPROXIMATE  CENTERLINE OF THE PARK ROAD,
 DK6630'38.2 FT EAST OF THE WEST BANK OF THE PARK, 2.1 FT NORTHWEST  OF A 3.3
 DK6630'FT CIRCUMFERENCE PALM TREE AND 1.0 FT NORTHWEST OF A CARSONITE WITNESS
 DK6630'POST.
 DK6630'
 DK6630'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DK6630'
 DK6630'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DK6630
 DK6630                          STATION RECOVERY (2019)
 DK6630
 DK6630'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DK6630'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6631 ***********************************************************************
 DK6631  DESIGNATION -  872 1843 D TIDAL
 DK6631  PID         -  DK6631
 DK6631  STATE/COUNTY-  FL/BREVARD
 DK6631  COUNTRY     -  US
 DK6631  USGS QUAD   -  MELBOURNE EAST (2018)
 DK6631
 DK6631                         *CURRENT SURVEY CONTROL
 DK6631  ______________________________________________________________________
 DK6631* NAD 83(1986) POSITION- 28 04 56.77   (N) 080 35 42.31   (W)   HD_HELD1
 DK6631* NAVD 88 ORTHO HEIGHT -     0.680 (meters)        2.23  (feet) ADJUSTED
 DK6631  ______________________________________________________________________
 DK6631  GEOID HEIGHT    -        -28.210 (meters)                     GEOID18
 DK6631  DYNAMIC HEIGHT  -          0.679 (meters)        2.23  (feet) COMP
 DK6631  MODELED GRAVITY -    979,176.3   (mgal)                       NAVD 88
 DK6631
 DK6631  VERT ORDER      -  FIRST     CLASS II
 DK6631
 DK6631.The horizontal coordinates were determined by differentially corrected
 DK6631.hand held GPS observations or other comparable positioning techniques
 DK6631.and have an estimated accuracy of +/- 3 meters.
 DK6631
 DK6631.The orthometric height was determined by differential leveling and
 DK6631.adjusted by the NATIONAL GEODETIC SURVEY
 DK6631.in April 2009.
 DK6631
 DK6631.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6631.GEOID18 height accuracy estimate available here.
 DK6631
 DK6631.Click photographs - Photos may exist for this station.
 DK6631
 DK6631.The dynamic height is computed by dividing the NAVD 88
 DK6631.geopotential number by the normal gravity value computed on the
 DK6631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6631.degrees latitude (g = 980.6199 gals.).
 DK6631
 DK6631.The modeled gravity was interpolated from observed gravity values.
 DK6631
 DK6631;                    North         East    Units  Estimated Accuracy
 DK6631;SPC FL E     -   415,410.2     239,795.6     MT  (+/- 3 meters HH1 GPS) 
 DK6631
 DK6631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3978206400(NAD 83)
 DK6631
 DK6631                          SUPERSEDED SURVEY CONTROL
 DK6631
 DK6631.No superseded survey control is available for this station.
 DK6631
 DK6631_STAMPING: 1843 D 1995
 DK6631_MARK LOGO: NOS
 DK6631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6631+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2006
 DK6631
 DK6631  HISTORY     - Date     Condition        Report By
 DK6631  HISTORY     - 1995     MONUMENTED       FLDEP
 DK6631  HISTORY     - 20030806 GOOD             FLDEP
 DK6631  HISTORY     - 20060412 GOOD             FLDEP
 DK6631  HISTORY     - 20191117 MARK NOT FOUND   GEOCAC
 DK6631
 DK6631                          STATION DESCRIPTION
 DK6631
 DK6631'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DK6631'RECOVERED AS DESCRIBED.
 DK6631
 DK6631                          STATION RECOVERY (2006)
 DK6631
 DK6631'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6631'THE MARK IS IN MELBOURNE, IN THE GEIGER POINT COUNTY PARK, NEAR THE
 DK6631'SOUTHWEST END OF  THE MELBOURNE CAUSEWAY BRIDGE ON THE WEST BANK OF
 DK6631'THE INDIAN RIVER, IN SECTION 2,  TOWNSHIP 28 SOUTH, RANGE 37 EAST.
 DK6631'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (HARBOR CITY
 DK6631'BOULEVARD) AND  STATE ROAD 192 (STRAWBRIDGE AVENUE) IN MELBOURNE, GO
 DK6631'SOUTH ON U.S. HIGHWAY 1 (HARBOR  CITY BOULEVARD) FOR 0.05 MI TO THE
 DK6631'INTERSECTION OF NEW HAVEN AVENUE, TURN LEFT ON NEW  HAVEN AVENUE AND
 DK6631'GO EAST FOR 0.35 MI TO THE ENTRANCE OF THE GEIGER POINT COUNTY PARK
 DK6631'ON THE RIGHT, TURN RIGHT ON THE ENTRANCE ROAD AND GO EASTERLY 0.15 MI
 DK6631'TO THE MOST  SOUTHEASTERN PARKING AREA ON THE RIGHT AND THE END OF
 DK6631'TRUCK TRAVEL, NOW BY WALKING  GO NORTHEAST ABOUT 320.0 FT TO THE
 DK6631'NORTHEAST CORNER OF THE PARK AND THE MARK, SET  FLUSH IN THE TOP OF A
 DK6631'SEAWALL SOUTH OF THE MELBOURNE CAUSEWAY BRIDGE LEVEL WITH THE  GROUND.
 DK6631'LOCATED ABOUT 600.0 FT NORTHEAST OF ROD MARK (NGS LOGO CAP) 1843 C
 DK6631'1995, 171.2 FT  SOUTHEAST OF THE SOUTHWEST CORNER OF THE MELBOURNE
 DK6631'CAUSEWAY BRIDGE, 60.4 FT  NORTHEAST OF THE SOUTHWEST END OF THE
 DK6631'SEAWALL AND 1.2 FT NORTHWEST OF THE  SOUTHEAST FACE OF THE SEAWALL.
 DK6631
 DK6631                          STATION RECOVERY (2019)
 DK6631
 DK6631'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DK6631'THE DISK IS MISSING, BUT THE STEM IS INTACT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2929 ***********************************************************************
 DM2929  TIDAL BM    -  This is a Tidal Bench Mark.
 DM2929  DESIGNATION -  872 1843 E
 DM2929  PID         -  DM2929
 DM2929  STATE/COUNTY-  FL/BREVARD
 DM2929  COUNTRY     -  US
 DM2929  USGS QUAD   -  MELBOURNE EAST (2018)
 DM2929
 DM2929                         *CURRENT SURVEY CONTROL
 DM2929  ______________________________________________________________________
 DM2929* NAD 83(1986) POSITION- 28 04 58.3    (N) 080 35 39.7    (W)   HD_HELD2
 DM2929* NAVD 88 ORTHO HEIGHT -     0.759 (meters)        2.49  (feet) ADJUSTED
 DM2929  ______________________________________________________________________
 DM2929  GEOID HEIGHT    -        -28.211 (meters)                     GEOID18
 DM2929  DYNAMIC HEIGHT  -          0.758 (meters)        2.49  (feet) COMP
 DM2929  MODELED GRAVITY -    979,176.4   (mgal)                       NAVD 88
 DM2929
 DM2929  VERT ORDER      -  SECOND    CLASS I
 DM2929
 DM2929.The horizontal coordinates were established by autonomous hand held GPS
 DM2929.observations and have an estimated accuracy of +/- 10 meters.
 DM2929
 DM2929.The orthometric height was determined by differential leveling and
 DM2929.adjusted by the NATIONAL GEODETIC SURVEY
 DM2929.in July 2011.
 DM2929
 DM2929.No vertical observational check was made to the station.
 DM2929
 DM2929.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2929.GEOID18 height accuracy estimate available here.
 DM2929
 DM2929.This Tidal Bench Mark is designated as VM 24419
 DM2929.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM2929
 DM2929.Click photographs - Photos may exist for this station.
 DM2929
 DM2929.The dynamic height is computed by dividing the NAVD 88
 DM2929.geopotential number by the normal gravity value computed on the
 DM2929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2929.degrees latitude (g = 980.6199 gals.).
 DM2929
 DM2929.The modeled gravity was interpolated from observed gravity values.
 DM2929
 DM2929;                    North         East    Units  Estimated Accuracy
 DM2929;SPC FL E     -   415,458.      239,867.      MT  (+/- 10 meters HH2 GPS)
 DM2929
 DM2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3985306447(NAD 83)
 DM2929
 DM2929                          SUPERSEDED SURVEY CONTROL
 DM2929
 DM2929.No superseded survey control is available for this station.
 DM2929
 DM2929_MARKER: DJ = TIDAL STATION DISK
 DM2929_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM2929_SP_SET: PILING BASE
 DM2929_STAMPING: 1843 E 1996
 DM2929_MARK LOGO: NOS
 DM2929_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2929_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM2929+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 DM2929
 DM2929  HISTORY     - Date     Condition        Report By
 DM2929  HISTORY     - 1996     MONUMENTED       FLDEP
 DM2929  HISTORY     - 20030806 GOOD             FLDEP
 DM2929
 DM2929                          STATION DESCRIPTION
 DM2929
 DM2929'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DM2929'THE MARK IS IN MELBOURNE, IN SECTION 2, TOWNSHIP 28 SOUTH, RANGE 37
 DM2929'EAST.
 DM2929'
 DM2929'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (HARBOR CITY
 DM2929'BOULEVARD) AND STATE HIGHWAY 192 (STRAWBRIDGE AVENUE) IN MELBOURNE, GO
 DM2929'SOUTH ON U.S. HIGHWAY 1 (HARBOR CITY BOULEVARD) FOR 0.05 MI (0.1 KM)
 DM2929'TO THE INTERSECTION OF NEW HAVEN AVENUE.  TURN LEFT ON NEW HAVEN
 DM2929'AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF FRONT STREET
 DM2929'ON THE RIGHT.  TURN RIGHT ON FRONT STREET AND GO SOUTH FOR 0.1 MI (0.2
 DM2929'KM) TO THE ENTRANCE ROAD OF THE CLAUDE EDGE FRONT STREET PARK ON THE
 DM2929'LEFT.  TURN LEFT ON THE ENTRANCE ROAD AND GO EAST FOR 0.1 MI (0.2 KM)
 DM2929'TO THE BOAT RAMP, NOW BY BOAT GO NORTHEAST ABOUT 0.6 MI (1.0 KM) TO
 DM2929'THE MARK, SET FLUSH IN THE TOP OF THE SOUTHWEST CORNER OF THE MOST
 DM2929'SOUTHERN PILING BASE OF THE FOURTH PILING STARTING FROM THE WEST SIDE
 DM2929'OF THE OF THE BRIDGE, PROJECTING ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL
 DM2929'OF THE INDIAN RIVER.
 DM2929'
 DM2929'THE MARK IS LOCATED ABOUT 386.0 FT (117.7 M) NORTHEAST OF BENCH MARK
 DM2929'1843 D 1996, ABOUT 368.0 FT (112.2 M) WEST OF BENCH MARK 1843 F 1996,
 DM2929'11.4 FT (3.5 M) WEST OF THE SOUTHEAST CORNER OF THE PILING BASE, 9.5
 DM2929'FT (2.9 M) SOUTH OF THE NORTHWEST CORNER OF THE PILING BASE, 3.7 FT
 DM2929'(1.1 M) SOUTHWEST OF THE SOUTHWEST FACE OF THE PILING AND 3.0 FT (0.9
 DM2929'M) NORTHEAST OF THE SOUTHWEST CORNER OF THE PILING BASE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2930 ***********************************************************************
 DM2930  DESIGNATION -  872 1843 F
 DM2930  PID         -  DM2930
 DM2930  STATE/COUNTY-  FL/BREVARD
 DM2930  COUNTRY     -  US
 DM2930  USGS QUAD   -  MELBOURNE EAST (2018)
 DM2930
 DM2930                         *CURRENT SURVEY CONTROL
 DM2930  ______________________________________________________________________
 DM2930* NAD 83(1986) POSITION- 28 04 59.7    (N) 080 35 35.9    (W)   HD_HELD2
 DM2930* NAVD 88 ORTHO HEIGHT -     0.786 (meters)        2.58  (feet) ADJUSTED
 DM2930  ______________________________________________________________________
 DM2930  GEOID HEIGHT    -        -28.213 (meters)                     GEOID18
 DM2930  DYNAMIC HEIGHT  -          0.785 (meters)        2.58  (feet) COMP
 DM2930  MODELED GRAVITY -    979,176.5   (mgal)                       NAVD 88
 DM2930
 DM2930  VERT ORDER      -  SECOND    CLASS I
 DM2930
 DM2930.The horizontal coordinates were established by autonomous hand held GPS
 DM2930.observations and have an estimated accuracy of +/- 10 meters.
 DM2930
 DM2930.The orthometric height was determined by differential leveling and
 DM2930.adjusted by the NATIONAL GEODETIC SURVEY
 DM2930.in July 2011.
 DM2930
 DM2930.No vertical observational check was made to the station.
 DM2930
 DM2930.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2930.GEOID18 height accuracy estimate available here.
 DM2930
 DM2930.Click photographs - Photos may exist for this station.
 DM2930
 DM2930.The dynamic height is computed by dividing the NAVD 88
 DM2930.geopotential number by the normal gravity value computed on the
 DM2930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2930.degrees latitude (g = 980.6199 gals.).
 DM2930
 DM2930.The modeled gravity was interpolated from observed gravity values.
 DM2930
 DM2930;                    North         East    Units  Estimated Accuracy
 DM2930;SPC FL E     -   415,501.      239,970.      MT  (+/- 10 meters HH2 GPS)
 DM2930
 DM2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM3995606491(NAD 83)
 DM2930
 DM2930                          SUPERSEDED SURVEY CONTROL
 DM2930
 DM2930.No superseded survey control is available for this station.
 DM2930
 DM2930_MARKER: DJ = TIDAL STATION DISK
 DM2930_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM2930_SP_SET: PILING BASE
 DM2930_STAMPING: 1843 G 1996
 DM2930_MARK LOGO: NOS
 DM2930_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM2930+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 DM2930
 DM2930  HISTORY     - Date     Condition        Report By
 DM2930  HISTORY     - 1996     MONUMENTED       FLDEP
 DM2930  HISTORY     - 20030806 GOOD             FLDEP
 DM2930
 DM2930                          STATION DESCRIPTION
 DM2930
 DM2930'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DM2930'THE MARK IS IN MELBOURNE, IN SECTION 2, TOWNSHIP 28 SOUTH, RANGE 37
 DM2930'EAST.
 DM2930'
 DM2930'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (HARBOR CITY
 DM2930'BOULEVARD) AND STATE HIGHWAY 192 (STRAWBRIDGE AVENUE) IN MELBOURNE, GO
 DM2930'SOUTH ON U.S. HIGHWAY 1 (HARBOR CITY BOULEVARD) FOR 0.05 MI (0.1 KM)
 DM2930'TO THE INTERSECTION OF NEW HAVEN AVENUE.  TURN LEFT ON NEW HAVEN
 DM2930'AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF FRONT STREET
 DM2930'ON THE RIGHT.  TURN RIGHT ON FRONT STREET AND GO SOUTH FOR 0.1 MI (0.2
 DM2930'KM) TO THE ENTRANCE ROAD OF THE CLAUDE EDGE FRONT STREET PARK ON THE
 DM2930'LEFT.  TURN LEFT ON THE ENTRANCE ROAD AND GO EAST FOR 0.1 MI (0.2 KM)
 DM2930'TO THE BOAT RAMP, NOW BY BOAT GO NORTHEAST ABOUT 0.6 MI (1.0 KM) TO
 DM2930'THE MARK, SET FLUSH IN THE TOP OF THE SOUTHWEST CORNER OF THE MOST
 DM2930'SOUTHERN PILING BASE OF THE EIGHTH PILING STARTING FROM THE WEST SIDE
 DM2930'OF THE OF THE BRIDGE, PROJECTING ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL
 DM2930'OF THE INDIAN RIVER.
 DM2930'
 DM2930'THE MARK IS LOCATED ABOUT 368.0 FT (112.2 M) WEST OF BENCH MARK 1843 G
 DM2930'1996, ABOUT 368.0 FT (112.2 M) WEST OF BENCH MARK 1843 E 1996, 11.5 FT
 DM2930'(3.5 M) WEST OF THE SOUTHEAST CORNER OF THE PILING BASE, 9.6 FT (2.9
 DM2930'M) SOUTH OF THE NORTHWEST CORNER OF THE PILING BASE, 3.6 FT (1.1 M)
 DM2930'SOUTHWEST OF THE SOUTHWEST FACE OF THE PILING AND 2.7 FT (0.8 M)
 DM2930'NORTHEAST OF THE SOUTHWEST CORNER OF THE PILING BASE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2931 ***********************************************************************
 DM2931  DESIGNATION -  872 1843 G
 DM2931  PID         -  DM2931
 DM2931  STATE/COUNTY-  FL/BREVARD
 DM2931  COUNTRY     -  US
 DM2931  USGS QUAD   -  MELBOURNE EAST (2018)
 DM2931
 DM2931                         *CURRENT SURVEY CONTROL
 DM2931  ______________________________________________________________________
 DM2931* NAD 83(1986) POSITION- 28 05 01.1    (N) 080 35 32.1    (W)   HD_HELD2
 DM2931* NAVD 88 ORTHO HEIGHT -     0.799 (meters)        2.62  (feet) ADJUSTED
 DM2931  ______________________________________________________________________
 DM2931  GEOID HEIGHT    -        -28.214 (meters)                     GEOID18
 DM2931  DYNAMIC HEIGHT  -          0.798 (meters)        2.62  (feet) COMP
 DM2931  MODELED GRAVITY -    979,176.6   (mgal)                       NAVD 88
 DM2931
 DM2931  VERT ORDER      -  SECOND    CLASS I
 DM2931
 DM2931.The horizontal coordinates were established by autonomous hand held GPS
 DM2931.observations and have an estimated accuracy of +/- 10 meters.
 DM2931
 DM2931.The orthometric height was determined by differential leveling and
 DM2931.adjusted by the NATIONAL GEODETIC SURVEY
 DM2931.in July 2011.
 DM2931
 DM2931.No vertical observational check was made to the station.
 DM2931
 DM2931.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2931.GEOID18 height accuracy estimate available here.
 DM2931
 DM2931.Click photographs - Photos may exist for this station.
 DM2931
 DM2931.The dynamic height is computed by dividing the NAVD 88
 DM2931.geopotential number by the normal gravity value computed on the
 DM2931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2931.degrees latitude (g = 980.6199 gals.).
 DM2931
 DM2931.The modeled gravity was interpolated from observed gravity values.
 DM2931
 DM2931;                    North         East    Units  Estimated Accuracy
 DM2931;SPC FL E     -   415,544.      240,074.      MT  (+/- 10 meters HH2 GPS)
 DM2931
 DM2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4006006534(NAD 83)
 DM2931
 DM2931                          SUPERSEDED SURVEY CONTROL
 DM2931
 DM2931.No superseded survey control is available for this station.
 DM2931
 DM2931_MARKER: DJ = TIDAL STATION DISK
 DM2931_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM2931_SP_SET: PILING BASE
 DM2931_STAMPING: 1843 G 1996
 DM2931_MARK LOGO: NOS
 DM2931_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2931_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2931_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM2931+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2003
 DM2931
 DM2931  HISTORY     - Date     Condition        Report By
 DM2931  HISTORY     - 1996     MONUMENTED       FLDEP
 DM2931  HISTORY     - 20030806 GOOD             FLDEP
 DM2931
 DM2931                          STATION DESCRIPTION
 DM2931
 DM2931'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DM2931'THE MARK IS LOCATED ABOUT 11.4 MI (18.3 KM) NORTH-NORTHWEST OF GRANT,
 DM2931'5.7 MI (9.3 KM) SOUTH-SOUTHEAST OF TROPIC, 3.9 MI (6.3 KM) SOUTHEAST
 DM2931'OF EAU GALLIE AND IN MELBOURNE, IN SECTION 3, TOWNSHIP 28 SOUTH, RANGE
 DM2931'37 EAST.
 DM2931'
 DM2931'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (HARBOR CITY
 DM2931'BOULEVARD) AND STATE HIGHWAY 192 (STRAWBRIDGE AVENUE) IN MELBOURNE, GO
 DM2931'SOUTH ON U.S. HIGHWAY 1 (HARBOR CITY BOULEVARD) FOR 0.05 MI (0.1 KM)
 DM2931'TO THE INTERSECTION OF NEW HAVEN AVENUE.  TURN LEFT ON NEW HAVEN
 DM2931'AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF FRONT STREET
 DM2931'ON THE RIGHT.  TURN RIGHT ON FRONT STREET AND GO SOUTH FOR 0.1 MI (0.2
 DM2931'KM) TO THE ENTRANCE ROAD OF THE CLAUDE EDGE FRONT STREET PARK ON THE
 DM2931'LEFT.  TURN LEFT ON THE ENTRANCE ROAD AND GO EAST FOR 0.1 MI (0.2 KM)
 DM2931'TO THE BOAT RAMP, NOW BY BOAT GO NORTHEAST ABOUT 0.6 MI (1.0 KM) TO
 DM2931'THE MARK, SET FLUSH IN THE TOP OF THE SOUTHWEST CORNER OF THE MOST
 DM2931'SOUTHERN PILING BASE OF THE 12TH PILING STARTING FROM THE WEST SIDE OF
 DM2931'THE OF THE BRIDGE, PROJECTING ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF
 DM2931'THE INDIAN RIVER.
 DM2931'
 DM2931'THE MARK IS LOCATED ABOUT 388.0 FT (118.3 M) EAST OF BENCH MARK 1843
 DM2931'F, ABOUT 200.0 FT (61.0 M) NORTHWEST OF 872 AQUATRAK, 11.6 FT (3.5 M)
 DM2931'WEST OF THE SOUTHEAST CORNER OF THE PILING BASE, 3.3 FT (1.0 M)
 DM2931'SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTHWEST FACE OF THE PILING
 DM2931'AND 3.0 FT (0.9 M) NORTHEAST OF THE SOUTHWEST CORNER OF THE PILING
 DM2931'BASE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6995 ***********************************************************************
 AK6995  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6995  DESIGNATION -  872 1874 F TIDAL
 AK6995  PID         -  AK6995
 AK6995  STATE/COUNTY-  FL/BREVARD
 AK6995  COUNTRY     -  US
 AK6995  USGS QUAD   -  MELBOURNE EAST (2018)
 AK6995
 AK6995                         *CURRENT SURVEY CONTROL
 AK6995  ______________________________________________________________________
 AK6995* NAD 83(1986) POSITION- 28 02 27.59   (N) 080 34 55.57   (W)   HD_HELD1
 AK6995* NAVD 88 ORTHO HEIGHT -     5.784 (meters)       18.98  (feet) ADJUSTED
 AK6995  ______________________________________________________________________
 AK6995  GEOID HEIGHT    -        -28.168 (meters)                     GEOID18
 AK6995  DYNAMIC HEIGHT  -          5.775 (meters)       18.95  (feet) COMP
 AK6995  MODELED GRAVITY -    979,174.2   (mgal)                       NAVD 88
 AK6995
 AK6995  VERT ORDER      -  FIRST     CLASS II
 AK6995
 AK6995.The horizontal coordinates were determined by differentially corrected
 AK6995.hand held GPS observations or other comparable positioning techniques
 AK6995.and have an estimated accuracy of +/- 3 meters.
 AK6995
 AK6995.The orthometric height was determined by differential leveling and
 AK6995.adjusted by the NATIONAL GEODETIC SURVEY
 AK6995.in April 2009.
 AK6995
 AK6995.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6995.GEOID18 height accuracy estimate available here.
 AK6995
 AK6995.This Tidal Bench Mark is designated as VM 17355
 AK6995.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK6995
 AK6995.Click photographs - Photos may exist for this station.
 AK6995
 AK6995.The dynamic height is computed by dividing the NAVD 88
 AK6995.geopotential number by the normal gravity value computed on the
 AK6995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6995.degrees latitude (g = 980.6199 gals.).
 AK6995
 AK6995.The modeled gravity was interpolated from observed gravity values.
 AK6995
 AK6995;                    North         East    Units  Estimated Accuracy
 AK6995;SPC FL E     -   410,822.5     241,087.4     MT  (+/- 3 meters HH1 GPS) 
 AK6995
 AK6995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4107301814(NAD 83)
 AK6995
 AK6995                          SUPERSEDED SURVEY CONTROL
 AK6995
 AK6995  NAVD 88 (09/06/96)    5.786  (m)           18.98   (f) SUPERSEDED  2 1
 AK6995  NGVD 29 (09/01/92)    6.215  (m)           20.39   (f) ADJUSTED    2 1
 AK6995
 AK6995.Superseded values are not recommended for survey control.
 AK6995
 AK6995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6995.See file dsdata.pdf to determine how the superseded data were derived.
 AK6995
 AK6995_MARKER: DJ = TIDAL STATION DISK
 AK6995_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK6995_SP_SET: CULVERT HEADWALL
 AK6995_STAMPING: 1874 F 1986
 AK6995_MARK LOGO: NOS
 AK6995_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK6995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6995+STABILITY: SURFACE MOTION
 AK6995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6995+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2023
 AK6995
 AK6995  HISTORY     - Date     Condition        Report By
 AK6995  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6995  HISTORY     - 20060328 GOOD             FLDEP
 AK6995  HISTORY     - 20060527 GOOD             GEOCAC
 AK6995  HISTORY     - 20191102 GOOD             GEOCAC
 AK6995  HISTORY     - 20200808 GOOD             PICKET
 AK6995  HISTORY     - 20230114 GOOD             USPSQD
 AK6995
 AK6995                          STATION DESCRIPTION
 AK6995
 AK6995'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6995'IN PALM BAY.
 AK6995'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER TURKEY
 AK6995'CREEK, GO 0.6 MILE NORTH ON U.S. 1 TO THE MARK.  THE MARK BEARS 199
 AK6995'FEET EAST OF THE CENTERLINE OF U.S. 1 NORTHBOUND, 21.5 FEET NORTH OF
 AK6995'THE CENTERLINE OF KIRKLAND ROAD, 0.1 MILE WEST OF BAY BOULEVARD AND
 AK6995'IS SET IN THE CENTER OF A 8-FOOT LONG CULVERT HEADWALL.
 AK6995'THE MARK IS 1 FT BELOW KIRKLAND ROAD.
 AK6995
 AK6995                          STATION RECOVERY (2006)
 AK6995
 AK6995'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK6995'RECOVERED AS DESCRIBED.
 AK6995
 AK6995                          STATION RECOVERY (2006)
 AK6995
 AK6995'RECOVERY NOTE BY GEOCACHING 2006 (NJE)
 AK6995'RECOVERED IN GOOD CONDITION.
 AK6995
 AK6995                          STATION RECOVERY (2019)
 AK6995
 AK6995'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK6995'RECOVERED IN GOOD CONDITION.
 AK6995
 AK6995                          STATION RECOVERY (2020)
 AK6995
 AK6995'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2020 (JMC)
 AK6995'RECOVERED AS DESCRIBED.
 AK6995
 AK6995                          STATION RECOVERY (2023)
 AK6995
 AK6995'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 AK6995'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6994 ***********************************************************************
 AK6994  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6994  DESIGNATION -  872 1874 G TIDAL
 AK6994  PID         -  AK6994
 AK6994  STATE/COUNTY-  FL/BREVARD
 AK6994  COUNTRY     -  US
 AK6994  USGS QUAD   -  MELBOURNE EAST (2018)
 AK6994
 AK6994                         *CURRENT SURVEY CONTROL
 AK6994  ______________________________________________________________________
 AK6994* NAD 83(1986) POSITION- 28 02 20.88   (N) 080 34 56.88   (W)   HD_HELD1
 AK6994* NAVD 88 ORTHO HEIGHT -     1.337 (meters)        4.39  (feet) ADJUSTED
 AK6994  ______________________________________________________________________
 AK6994  GEOID HEIGHT    -        -28.165 (meters)                     GEOID18
 AK6994  DYNAMIC HEIGHT  -          1.335 (meters)        4.38  (feet) COMP
 AK6994  MODELED GRAVITY -    979,173.9   (mgal)                       NAVD 88
 AK6994
 AK6994  VERT ORDER      -  FIRST     CLASS II
 AK6994
 AK6994.The horizontal coordinates were determined by differentially corrected
 AK6994.hand held GPS observations or other comparable positioning techniques
 AK6994.and have an estimated accuracy of +/- 3 meters.
 AK6994
 AK6994.The orthometric height was determined by differential leveling and
 AK6994.adjusted by the NATIONAL GEODETIC SURVEY
 AK6994.in September 1996.
 AK6994
 AK6994.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6994.GEOID18 height accuracy estimate available here.
 AK6994
 AK6994.This Tidal Bench Mark is designated as VM 17356
 AK6994.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK6994
 AK6994.Click photographs - Photos may exist for this station.
 AK6994
 AK6994.The dynamic height is computed by dividing the NAVD 88
 AK6994.geopotential number by the normal gravity value computed on the
 AK6994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6994.degrees latitude (g = 980.6199 gals.).
 AK6994
 AK6994.The modeled gravity was interpolated from observed gravity values.
 AK6994
 AK6994;                    North         East    Units  Estimated Accuracy
 AK6994;SPC FL E     -   410,615.8     241,052.3     MT  (+/- 3 meters HH1 GPS) 
 AK6994
 AK6994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4103801607(NAD 83)
 AK6994
 AK6994                          SUPERSEDED SURVEY CONTROL
 AK6994
 AK6994  NGVD 29 (09/01/92)    1.765  (m)            5.79   (f) ADJUSTED    2 1
 AK6994
 AK6994.Superseded values are not recommended for survey control.
 AK6994
 AK6994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6994.See file dsdata.pdf to determine how the superseded data were derived.
 AK6994
 AK6994_MARKER: DB = BENCH MARK DISK
 AK6994_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK6994_SP_SET: CULVERT HEADWALL
 AK6994_STAMPING: 1874 G 1986
 AK6994_MARK LOGO: NOS
 AK6994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6994+STABILITY: SURFACE MOTION
 AK6994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6994+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 AK6994
 AK6994  HISTORY     - Date     Condition        Report By
 AK6994  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6994  HISTORY     - 20050417 GOOD             GEOCAC
 AK6994  HISTORY     - 20060328 GOOD             FLDEP
 AK6994  HISTORY     - 20191102 MARK NOT FOUND   GEOCAC
 AK6994
 AK6994                          STATION DESCRIPTION
 AK6994
 AK6994'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6994'IN PALM BAY.
 AK6994'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER TURKEY
 AK6994'CREEK, GO 0.45 MILE NORTH ON U.S. 1 TO THE MARK.  THE MARK BEARS 26
 AK6994'FEET EAST OF THE CENTERLINE OF U.S. 1 NORTHBOUND, 103.5 FEET SOUTH
 AK6994'OF THE CENTERLINE OF BAY BOULEVARD (A DIRT ROAD), ABOUT 500 FEET
 AK6994'SOUTH OF THE CENTERLINE OF KIRKLAND ROAD AND 0.5 FOOT SOUTH OF THE
 AK6994'NORTH END END OF THE CULVERT HEADWALL.
 AK6994
 AK6994                          STATION RECOVERY (2005)
 AK6994
 AK6994'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AK6994'RECOVERED IN GOOD CONDITION.
 AK6994
 AK6994                          STATION RECOVERY (2006)
 AK6994
 AK6994'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK6994'RECOVERED AS DESCRIBED.
 AK6994
 AK6994                          STATION RECOVERY (2019)
 AK6994
 AK6994'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK6994'THE HEADWALL HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK6993 ***********************************************************************
 AK6993  TIDAL BM    -  This is a Tidal Bench Mark.
 AK6993  DESIGNATION -  872 1874 H TIDAL
 AK6993  PID         -  AK6993
 AK6993  STATE/COUNTY-  FL/BREVARD
 AK6993  COUNTRY     -  US
 AK6993  USGS QUAD   -  MELBOURNE EAST (2018)
 AK6993
 AK6993                         *CURRENT SURVEY CONTROL
 AK6993  ______________________________________________________________________
 AK6993* NAD 83(1986) POSITION- 28 02 17.0    (N) 080 34 56.8    (W)   HD_HELD2
 AK6993* NAVD 88 ORTHO HEIGHT -     1.436 (meters)        4.71  (feet) ADJUSTED
 AK6993  ______________________________________________________________________
 AK6993  GEOID HEIGHT    -        -28.163 (meters)                     GEOID18
 AK6993  DYNAMIC HEIGHT  -          1.434 (meters)        4.70  (feet) COMP
 AK6993  MODELED GRAVITY -    979,173.8   (mgal)                       NAVD 88
 AK6993
 AK6993  VERT ORDER      -  FIRST     CLASS II
 AK6993
 AK6993.The horizontal coordinates were established by autonomous hand held GPS
 AK6993.observations and have an estimated accuracy of +/- 10 meters.
 AK6993
 AK6993.The orthometric height was determined by differential leveling and
 AK6993.adjusted by the NATIONAL GEODETIC SURVEY
 AK6993.in April 2009.
 AK6993
 AK6993.No vertical observational check was made to the station.
 AK6993
 AK6993.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK6993.GEOID18 height accuracy estimate available here.
 AK6993
 AK6993.This Tidal Bench Mark is designated as VM 19451
 AK6993.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK6993
 AK6993.Click photographs - Photos may exist for this station.
 AK6993
 AK6993.The dynamic height is computed by dividing the NAVD 88
 AK6993.geopotential number by the normal gravity value computed on the
 AK6993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK6993.degrees latitude (g = 980.6199 gals.).
 AK6993
 AK6993.The modeled gravity was interpolated from observed gravity values.
 AK6993
 AK6993;                    North         East    Units  Estimated Accuracy
 AK6993;SPC FL E     -   410,496.      241,055.      MT  (+/- 10 meters HH2 GPS)
 AK6993
 AK6993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4104001488(NAD 83)
 AK6993
 AK6993                          SUPERSEDED SURVEY CONTROL
 AK6993
 AK6993  NAVD 88 (09/06/96)    1.439  (m)            4.72   (f) SUPERSEDED  2 1
 AK6993  NGVD 29 (09/01/92)    1.867  (m)            6.13   (f) ADJUSTED    2 1
 AK6993
 AK6993.Superseded values are not recommended for survey control.
 AK6993
 AK6993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK6993.See file dsdata.pdf to determine how the superseded data were derived.
 AK6993
 AK6993_MARKER: DB = BENCH MARK DISK
 AK6993_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK6993_SP_SET: CULVERT HEADWALL
 AK6993_STAMPING: 1874 H 1986
 AK6993_MARK LOGO: NOS
 AK6993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK6993+STABILITY: SURFACE MOTION
 AK6993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK6993+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 AK6993
 AK6993  HISTORY     - Date     Condition        Report By
 AK6993  HISTORY     - 1986     MONUMENTED       FLDNR
 AK6993  HISTORY     - 20050417 GOOD             GEOCAC
 AK6993  HISTORY     - 20060328 GOOD             FLDEP
 AK6993  HISTORY     - 20191102 MARK NOT FOUND   GEOCAC
 AK6993
 AK6993                          STATION DESCRIPTION
 AK6993
 AK6993'DESCRIBED BY FL DEPT OF NAT RES 1986
 AK6993'IN PALM BAY.
 AK6993'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER TURKEY
 AK6993'CREEK, GO 0.4 MILE NORTH ON U.S. 1 TO THE MARK.  THE MARK BEARS 37.2
 AK6993'FEET EAST OF THE CENTERLINE OF U.S. 1 NORTHBOUND, O.5 FOOT SOUTH OF
 AK6993'THE NORTH END OF THE CULVERT HEADWALL AND 380 FEET SOUTH OF TIDAL
 AK6993'BENCH MARK 1874 G 1986.
 AK6993'THE MARK IS 2 FT BELOW HIGHWAY.
 AK6993
 AK6993                          STATION RECOVERY (2005)
 AK6993
 AK6993'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 AK6993'RECOVERED IN GOOD CONDITION.
 AK6993
 AK6993                          STATION RECOVERY (2006)
 AK6993
 AK6993'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK6993'RECOVERED AS DESCRIBED.
 AK6993
 AK6993                          STATION RECOVERY (2019)
 AK6993
 AK6993'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK6993'THE HEADWALL HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6573 ***********************************************************************
 DR6573  DESIGNATION -  872 1874 J
 DR6573  PID         -  DR6573
 DR6573  STATE/COUNTY-  FL/BREVARD
 DR6573  COUNTRY     -  US
 DR6573  USGS QUAD   -  MELBOURNE EAST (2018)
 DR6573
 DR6573                         *CURRENT SURVEY CONTROL
 DR6573  ______________________________________________________________________
 DR6573* NAD 83(1986) POSITION- 28 02 24.48   (N) 080 34 48.62   (W)   HD_HELD1
 DR6573* NAVD 88 ORTHO HEIGHT -     0.771 (meters)        2.53  (feet) ADJUSTED
 DR6573  ______________________________________________________________________
 DR6573  GEOID HEIGHT    -        -28.169 (meters)                     GEOID18
 DR6573  DYNAMIC HEIGHT  -          0.770 (meters)        2.53  (feet) COMP
 DR6573  MODELED GRAVITY -    979,174.1   (mgal)                       NAVD 88
 DR6573
 DR6573  VERT ORDER      -  FIRST     CLASS II
 DR6573
 DR6573.The horizontal coordinates were determined by differentially corrected
 DR6573.hand held GPS observations or other comparable positioning techniques
 DR6573.and have an estimated accuracy of +/- 3 meters.
 DR6573
 DR6573.The orthometric height was determined by differential leveling and
 DR6573.adjusted by the NATIONAL GEODETIC SURVEY
 DR6573.in March 2021.
 DR6573
 DR6573.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6573.GEOID18 height accuracy estimate available here.
 DR6573
 DR6573.Click photographs - Photos may exist for this station.
 DR6573
 DR6573.The dynamic height is computed by dividing the NAVD 88
 DR6573.geopotential number by the normal gravity value computed on the
 DR6573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6573.degrees latitude (g = 980.6199 gals.).
 DR6573
 DR6573.The modeled gravity was interpolated from observed gravity values.
 DR6573
 DR6573;                    North         East    Units  Estimated Accuracy
 DR6573;SPC FL E     -   410,727.4     241,277.5     MT  (+/- 3 meters HH1 GPS) 
 DR6573
 DR6573_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4126301719(NAD 83)
 DR6573
 DR6573                          SUPERSEDED SURVEY CONTROL
 DR6573
 DR6573.No superseded survey control is available for this station.
 DR6573
 DR6573_MARKER: F = FLANGE-ENCASED ROD
 DR6573_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR6573_STAMPING: 1874 J 2021
 DR6573_MARK LOGO: FLDEP
 DR6573_PROJECTION: FLUSH
 DR6573_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR6573_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6573+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2021
 DR6573_ROD/PIPE-DEPTH: 26.8 meters
 DR6573
 DR6573  HISTORY     - Date     Condition        Report By
 DR6573  HISTORY     - 20210131 MONUMENTED       PICKET
 DR6573
 DR6573                          STATION DESCRIPTION
 DR6573
 DR6573'DESCRIBED BY PICKETT AND ASSOCIATES 2021 (JMC)
 DR6573'THE MARK IS LOCATED IN CASTAWAYS POINT PARK IN THE CITY OF PALM BAY.
 DR6573'
 DR6573'TO REACH FROM THE INTERSECTION OF PORT MALABAR BOULEVARD NE AND US
 DR6573'HIGHWAY 1, GO NORTH ON US 1 FOR 1.7 MI (2.7 KM) TO BAY BOULEVARD NE
 DR6573'AND ENTRANCE TO PARK.  TURN RIGHT AND GO EASTERLY 0.15 MI (0.24 KM) TO
 DR6573'THE END OF THE CIRCLE DRIVE PARKING LOT IN THE PARK.  CONTINUE
 DR6573'EASTERLY ALONG A SIDEWALK 60 FT (18.3 M) TO THE MARK ON THE LEFT, A
 DR6573'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 88 FT (26.8 M)
 DR6573'WITH A FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION LOGO CAP
 DR6573'RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND.
 DR6573'
 DR6573'THE MARK IS LOCATED IN THE 'Y' OF TWO CONVERGING SIDEWALKS, 13.2 FT
 DR6573'(4.0 M) NORTH OF THE NORTHEAST CORNER OF A COVERED CONCRETE PAD FOR
 DR6573'PICNIC TABLES, 2.3 FT (0.7 M) WEST OF A CARSONITE WITNESS POST.
 DR6573'
 DR6573'NOTE-A MAGNET WAS PLACED INSIDE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6574 ***********************************************************************
 DR6574  DESIGNATION -  872 1874 K
 DR6574  PID         -  DR6574
 DR6574  STATE/COUNTY-  FL/BREVARD
 DR6574  COUNTRY     -  US
 DR6574  USGS QUAD   -  MELBOURNE EAST (2018)
 DR6574
 DR6574                         *CURRENT SURVEY CONTROL
 DR6574  ______________________________________________________________________
 DR6574* NAD 83(1986) POSITION- 28 02 23.24   (N) 080 34 55.47   (W)   HD_HELD1
 DR6574* NAVD 88 ORTHO HEIGHT -     4.307 (meters)       14.13  (feet) ADJUSTED
 DR6574  ______________________________________________________________________
 DR6574  GEOID HEIGHT    -        -28.167 (meters)                     GEOID18
 DR6574  DYNAMIC HEIGHT  -          4.300 (meters)       14.11  (feet) COMP
 DR6574  MODELED GRAVITY -    979,174.0   (mgal)                       NAVD 88
 DR6574
 DR6574  VERT ORDER      -  FIRST     CLASS II
 DR6574
 DR6574.The horizontal coordinates were determined by differentially corrected
 DR6574.hand held GPS observations or other comparable positioning techniques
 DR6574.and have an estimated accuracy of +/- 3 meters.
 DR6574
 DR6574.The orthometric height was determined by differential leveling and
 DR6574.adjusted by the NATIONAL GEODETIC SURVEY
 DR6574.in March 2021.
 DR6574
 DR6574.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6574.GEOID18 height accuracy estimate available here.
 DR6574
 DR6574.Click photographs - Photos may exist for this station.
 DR6574
 DR6574.The dynamic height is computed by dividing the NAVD 88
 DR6574.geopotential number by the normal gravity value computed on the
 DR6574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6574.degrees latitude (g = 980.6199 gals.).
 DR6574
 DR6574.The modeled gravity was interpolated from observed gravity values.
 DR6574
 DR6574;                    North         East    Units  Estimated Accuracy
 DR6574;SPC FL E     -   410,688.6     241,090.6     MT  (+/- 3 meters HH1 GPS) 
 DR6574
 DR6574_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4107601680(NAD 83)
 DR6574
 DR6574                          SUPERSEDED SURVEY CONTROL
 DR6574
 DR6574.No superseded survey control is available for this station.
 DR6574
 DR6574_MARKER: F = FLANGE-ENCASED ROD
 DR6574_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR6574_STAMPING: 1874 K 2021
 DR6574_MARK LOGO: FLDEP
 DR6574_PROJECTION: FLUSH
 DR6574_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR6574_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6574+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2021
 DR6574_ROD/PIPE-DEPTH: 40.2 meters
 DR6574
 DR6574  HISTORY     - Date     Condition        Report By
 DR6574  HISTORY     - 20210131 MONUMENTED       PICKET
 DR6574
 DR6574                          STATION DESCRIPTION
 DR6574
 DR6574'DESCRIBED BY PICKETT AND ASSOCIATES 2021 (JMC)
 DR6574'THE MARK IS LOCATED IN CASTAWAYS POINT PARK IN THE CITY OF PALM BAY.
 DR6574'
 DR6574'TO REACH FROM THE INTERSECTION OF PORT MALABAR BOULEVARD NE AND US
 DR6574'HIGHWAY 1, GO NORTH ON US 1 FOR 1.7 MI (2.7 KM) TO BAY BOULEVARD NE
 DR6574'AND ENTRANCE TO PARK, TURN RIGHT AND GO EASTERLY 130 FT TO A CONCRETE
 DR6574'DRIVE APRON ON THE LEFT, TURN LEFT INTO A VACANT PARKING AREA AND THE
 DR6574'MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DR6574'OF 132 FT (40.2 M) WITH A FLORIDA DEPARTMENT OF ENVIRONMENTAL
 DR6574'PROTECTION LOGO CAP RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DR6574'GROUND.
 DR6574'
 DR6574'THE MARK IS LOCATED 15.7 FT (4.8 M) NORTHEAST OF A DRAINAGE CATCH
 DR6574'BASIN. 71.6 WEST OF A POWER POLE AND 16.7 FT (5.1 M) NORTH-NORTHWEST
 DR6574'OF A CARSONITE WITNESS POST.
 DR6574'
 DR6574'NOTE - A MAGNET WAS PLACED INSIDE THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5428 ***********************************************************************
 AK5428  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5428  DESIGNATION -  872 1874 TIDAL 1
 AK5428  PID         -  AK5428
 AK5428  STATE/COUNTY-  FL/BREVARD
 AK5428  COUNTRY     -  US
 AK5428  USGS QUAD   -  MELBOURNE EAST (2018)
 AK5428
 AK5428                         *CURRENT SURVEY CONTROL
 AK5428  ______________________________________________________________________
 AK5428* NAD 83(1986) POSITION- 28 02 29.66   (N) 080 34 50.82   (W)   HD_HELD1
 AK5428* NAVD 88 ORTHO HEIGHT -     0.257 (meters)        0.84  (feet) ADJUSTED
 AK5428  ______________________________________________________________________
 AK5428  GEOID HEIGHT    -        -28.171 (meters)                     GEOID18
 AK5428  DYNAMIC HEIGHT  -          0.257 (meters)        0.84  (feet) COMP
 AK5428  MODELED GRAVITY -    979,174.2   (mgal)                       NAVD 88
 AK5428
 AK5428  VERT ORDER      -  FIRST     CLASS II
 AK5428
 AK5428.The horizontal coordinates were determined by differentially corrected
 AK5428.hand held GPS observations or other comparable positioning techniques
 AK5428.and have an estimated accuracy of +/- 3 meters.
 AK5428
 AK5428.The orthometric height was determined by differential leveling and
 AK5428.adjusted by the NATIONAL GEODETIC SURVEY
 AK5428.in March 2021.
 AK5428
 AK5428.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5428.GEOID18 height accuracy estimate available here.
 AK5428
 AK5428.This Tidal Bench Mark is designated as VM 5385
 AK5428.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5428
 AK5428.Click photographs - Photos may exist for this station.
 AK5428
 AK5428.The dynamic height is computed by dividing the NAVD 88
 AK5428.geopotential number by the normal gravity value computed on the
 AK5428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5428.degrees latitude (g = 980.6199 gals.).
 AK5428
 AK5428.The modeled gravity was interpolated from observed gravity values.
 AK5428
 AK5428;                    North         East    Units  Estimated Accuracy
 AK5428;SPC FL E     -   410,886.6     241,216.9     MT  (+/- 3 meters HH1 GPS) 
 AK5428
 AK5428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4120201878(NAD 83)
 AK5428
 AK5428                          SUPERSEDED SURVEY CONTROL
 AK5428
 AK5428  NAVD 88 (04/08/09)    0.262  (m)            0.86   (f) SUPERSEDED  1 2
 AK5428  NAVD 88 (09/06/96)    0.277  (m)            0.91   (f) SUPERSEDED  2 1
 AK5428  NAVD 88 (06/15/91)    0.288  (m)            0.94   (f) SUPERSEDED  2 1
 AK5428  NGVD 29 (09/01/92)    0.705  (m)            2.31   (f) ADJUSTED    2 1
 AK5428
 AK5428.Superseded values are not recommended for survey control.
 AK5428
 AK5428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5428.See file dsdata.pdf to determine how the superseded data were derived.
 AK5428
 AK5428_MARKER: DB = BENCH MARK DISK
 AK5428_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AK5428_SP_SET: SEAWALL
 AK5428_STAMPING: NO 1 1972
 AK5428_MARK LOGO: CGS
 AK5428_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK5428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5428+STABILITY: SURFACE MOTION
 AK5428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5428+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2020
 AK5428
 AK5428  HISTORY     - Date     Condition        Report By
 AK5428  HISTORY     - 1972     MONUMENTED       NOS
 AK5428  HISTORY     - 1979     GOOD             FLDNR
 AK5428  HISTORY     - 1984     GOOD             FLDNR
 AK5428  HISTORY     - 20060328 GOOD             FLDEP
 AK5428  HISTORY     - 20191102 GOOD             GEOCAC
 AK5428  HISTORY     - 20200808 GOOD             PICKET
 AK5428
 AK5428                          STATION DESCRIPTION
 AK5428
 AK5428'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5428'2.9 MI NORTH FROM MALABAR.
 AK5428'BEGIN AT THE CROSSING OF STATE HIGHWAY 514 AND THE FLORIDA EAST COAST
 AK5428'RAILWAY IN MALABAR, PROCEED NORTH 2.4 MILES ALONG THE RAILWAY TO
 AK5428'CROSSING OF STATE HIGHWAY 616, PROCEED EAST 0.1 MILE ALONG STATE
 AK5428'HIGHWAY 616 TO ITS JUNCTION WITH U.S. HIGHWAY 1, PROCEED NORTH 0.2
 AK5428'MILE ALONG US 1 TO THE JUNCTION OF A SAND ROAD, PROCEED EAST 0.2
 AK5428'MILE ALONG SAND ROAD TO THE MARK. THE MARK BEARS 43.5 FEET WEST OF THE
 AK5428'SOUTHWEST CORNER OF THE SEAWALL, 9 FEET WEST OF A 19 FOOT PIER, AND
 AK5428'0.5 FEET NORTH OF THE SOUTH EDGE OF SEAWALL.
 AK5428
 AK5428                          STATION RECOVERY (1984)
 AK5428
 AK5428'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AK5428'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE FISH CAMP IS
 AK5428'NOW CALLED CASTAWAY POINT.
 AK5428
 AK5428                          STATION RECOVERY (2006)
 AK5428
 AK5428'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK5428'RECOVERED AS DESCRIBED.   NOTE LOCKED GATE FOR PERMISSION, CALL JOHNNY
 AK5428'HEDGES, PH 321-951-1745.
 AK5428
 AK5428                          STATION RECOVERY (2019)
 AK5428
 AK5428'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK5428'REPLACE REFERENCES TO SAND ROAD WITH KIRKLAND ROAD.  THE PIER HAS BEEN
 AK5428'REMOVED.
 AK5428
 AK5428                          STATION RECOVERY (2020)
 AK5428
 AK5428'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2020 (JMC)
 AK5428'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5429 ***********************************************************************
 AK5429  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5429  DESIGNATION -  872 1874 TIDAL 2
 AK5429  PID         -  AK5429
 AK5429  STATE/COUNTY-  FL/BREVARD
 AK5429  COUNTRY     -  US
 AK5429  USGS QUAD   -  MELBOURNE EAST (2018)
 AK5429
 AK5429                         *CURRENT SURVEY CONTROL
 AK5429  ______________________________________________________________________
 AK5429* NAD 83(1986) POSITION- 28 02 30.2    (N) 080 34 50.6    (W)   HD_HELD2
 AK5429* NAVD 88 ORTHO HEIGHT -     1.018 (meters)        3.34  (feet) ADJUSTED
 AK5429  ______________________________________________________________________
 AK5429  GEOID HEIGHT    -        -28.171 (meters)                     GEOID18
 AK5429  DYNAMIC HEIGHT  -          1.016 (meters)        3.33  (feet) COMP
 AK5429  MODELED GRAVITY -    979,174.2   (mgal)                       NAVD 88
 AK5429
 AK5429  VERT ORDER      -  SECOND    CLASS I
 AK5429
 AK5429.The horizontal coordinates were established by autonomous hand held GPS
 AK5429.observations and have an estimated accuracy of +/- 10 meters.
 AK5429
 AK5429.The orthometric height was determined by differential leveling and
 AK5429.adjusted by the NATIONAL GEODETIC SURVEY
 AK5429.in June 1991.
 AK5429
 AK5429.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5429.GEOID18 height accuracy estimate available here.
 AK5429
 AK5429.This Tidal Bench Mark is designated as VM 5386
 AK5429.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5429
 AK5429.Click photographs - Photos may exist for this station.
 AK5429
 AK5429.The dynamic height is computed by dividing the NAVD 88
 AK5429.geopotential number by the normal gravity value computed on the
 AK5429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5429.degrees latitude (g = 980.6199 gals.).
 AK5429
 AK5429.The modeled gravity was interpolated from observed gravity values.
 AK5429
 AK5429;                    North         East    Units  Estimated Accuracy
 AK5429;SPC FL E     -   410,903.      241,223.      MT  (+/- 10 meters HH2 GPS)
 AK5429
 AK5429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4120801895(NAD 83)
 AK5429
 AK5429                          SUPERSEDED SURVEY CONTROL
 AK5429
 AK5429  NGVD 29 (09/01/92)    1.447  (m)            4.75   (f) ADJUSTED    2 1
 AK5429
 AK5429.Superseded values are not recommended for survey control.
 AK5429
 AK5429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5429.See file dsdata.pdf to determine how the superseded data were derived.
 AK5429
 AK5429_MARKER: DB = BENCH MARK DISK
 AK5429_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AK5429_SP_SET: PATIO
 AK5429_STAMPING: NO 2 1972
 AK5429_MARK LOGO: CGS
 AK5429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AK5429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5429+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2019
 AK5429
 AK5429  HISTORY     - Date     Condition        Report By
 AK5429  HISTORY     - 1972     MONUMENTED       NOS
 AK5429  HISTORY     - 1979     GOOD             FLDNR
 AK5429  HISTORY     - 20191102 GOOD             GEOCAC
 AK5429
 AK5429                          STATION DESCRIPTION
 AK5429
 AK5429'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5429'2.9 MI NORTH FROM MALABAR.
 AK5429'BEGIN AT THE CROSSING OF STATE HIGHWAY 514 AND THE FLORIDA EAST COAST
 AK5429'RAILWAY IN MALABAR, PROCEED NORTH 2.4 MILES ALONG THE RAILWAY TO THE
 AK5429'CROSSING OF STATE HIGHWAY 616, PROCEED EAST 0.1 MILE ALONG STATE
 AK5429'HIGHWAY 616 TO ITS JUNCTION WITH US HIGHWAY 1, PROCEED NORTH 0.2
 AK5429'MILE ALONG US 1 TO THE JUNCTION OF A SAND ROAD, PROCEED EAST 0.2
 AK5429'MILE ALONG SAND ROAD TO THE MARK. THE MARK BEARS 34.2 FEET SOUTHEAST
 AK5429'OF THE SOUTHEAST CORNER OF THE RESTAURANT AT COLES FISH CAMP, 24.3
 AK5429'FEET EAST OF THE WEST SIDE OF THE PATIO, AND 11.8 FEET SOUTH OF A
 AK5429'SMALL STORAGE BUILDING AT THE NORTH END OF THE PATIO.
 AK5429
 AK5429                          STATION RECOVERY (2019)
 AK5429
 AK5429'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK5429'REPLACE REFERENCES TO SAND ROAD WITH KIRKLAND ROAD.  THE RESTAURANT
 AK5429'HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AK5427 ***********************************************************************
 AK5427  TIDAL BM    -  This is a Tidal Bench Mark.
 AK5427  DESIGNATION -  872 1874 TIDAL 3
 AK5427  PID         -  AK5427
 AK5427  STATE/COUNTY-  FL/BREVARD
 AK5427  COUNTRY     -  US
 AK5427  USGS QUAD   -  MELBOURNE EAST (2018)
 AK5427
 AK5427                         *CURRENT SURVEY CONTROL
 AK5427  ______________________________________________________________________
 AK5427* NAD 83(1986) POSITION- 28 02 29.92   (N) 080 34 51.28   (W)   HD_HELD1
 AK5427* NAVD 88 ORTHO HEIGHT -     0.581 (meters)        1.91  (feet) ADJUSTED
 AK5427  ______________________________________________________________________
 AK5427  GEOID HEIGHT    -        -28.171 (meters)                     GEOID18
 AK5427  DYNAMIC HEIGHT  -          0.580 (meters)        1.90  (feet) COMP
 AK5427  MODELED GRAVITY -    979,174.2   (mgal)                       NAVD 88
 AK5427
 AK5427  VERT ORDER      -  FIRST     CLASS II
 AK5427
 AK5427.The horizontal coordinates were determined by differentially corrected
 AK5427.hand held GPS observations or other comparable positioning techniques
 AK5427.and have an estimated accuracy of +/- 3 meters.
 AK5427
 AK5427.The orthometric height was determined by differential leveling and
 AK5427.adjusted by the NATIONAL GEODETIC SURVEY
 AK5427.in April 2009.
 AK5427
 AK5427.Significant digits in the geoid height do not necessarily reflect accuracy.
 AK5427.GEOID18 height accuracy estimate available here.
 AK5427
 AK5427.This Tidal Bench Mark is designated as VM 5387
 AK5427.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AK5427
 AK5427.Click photographs - Photos may exist for this station.
 AK5427
 AK5427.The dynamic height is computed by dividing the NAVD 88
 AK5427.geopotential number by the normal gravity value computed on the
 AK5427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AK5427.degrees latitude (g = 980.6199 gals.).
 AK5427
 AK5427.The modeled gravity was interpolated from observed gravity values.
 AK5427
 AK5427;                    North         East    Units  Estimated Accuracy
 AK5427;SPC FL E     -   410,894.6     241,204.3     MT  (+/- 3 meters HH1 GPS) 
 AK5427
 AK5427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4119001886(NAD 83)
 AK5427
 AK5427                          SUPERSEDED SURVEY CONTROL
 AK5427
 AK5427  NAVD 88 (06/15/91)    0.577  (m)            1.89   (f) SUPERSEDED  2 1
 AK5427  NGVD 29 (09/01/92)    1.006  (m)            3.30   (f) ADJUSTED    2 1
 AK5427
 AK5427.Superseded values are not recommended for survey control.
 AK5427
 AK5427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AK5427.See file dsdata.pdf to determine how the superseded data were derived.
 AK5427
 AK5427_MARKER: DB = BENCH MARK DISK
 AK5427_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AK5427_SP_SET: FOUNDATION
 AK5427_STAMPING: NO 3 1972
 AK5427_MARK LOGO: CGS
 AK5427_MAGNETIC: N = NO MAGNETIC MATERIAL
 AK5427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AK5427+STABILITY: SURFACE MOTION
 AK5427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AK5427+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2020
 AK5427
 AK5427  HISTORY     - Date     Condition        Report By
 AK5427  HISTORY     - 1972     MONUMENTED       NOS
 AK5427  HISTORY     - 1979     GOOD             FLDNR
 AK5427  HISTORY     - 1984     GOOD             FLDNR
 AK5427  HISTORY     - 20060328 GOOD             FLDEP
 AK5427  HISTORY     - 20191102 MARK NOT FOUND   GEOCAC
 AK5427  HISTORY     - 20200808 GOOD             PICKET
 AK5427
 AK5427                          STATION DESCRIPTION
 AK5427
 AK5427'DESCRIBED BY FL DEPT OF NAT RES 1979
 AK5427'2.9 MI NORTH FROM MALABAR.
 AK5427'BEGIN AT THE CROSSING OF STATE HIGHWAY 514 AND THE FLORIDA EAST COAST
 AK5427'RAILWAY IN MALABAR, PROCEED NORTH 2.4 MILES ALONG THE RAILWAY TO THE
 AK5427'CROSSING OF STATE HIGHWAY 616, PROCEED EAST 0.1 MILE ALONG STATE
 AK5427'HIGHWAY 616 TO ITS JUNCTION WITH US HIGHWAY 1, PROCEED NORTH 0.2
 AK5427'MILE ALONG US 1 TO THE JUNCTION OF A SAND ROAD, PROCEED EAST 0.2
 AK5427'MILE ALONG SAND ROAD TO THE MARK. THE MARK BEARS 12.6 FEET WEST OF THE
 AK5427'CENTER OF THE DOOR ON THE SOUTH SIDE OF THE RESTUARANT AT COLES FISH
 AK5427'CAMP, 1.0 FOOT EAST OF THE SOUTHWEST CORNER OF THE RESTUARANT, AND
 AK5427'0.7 FOOT SOUTH OF THE SOUTH RESTUARANT WALL.
 AK5427
 AK5427                          STATION RECOVERY (1984)
 AK5427
 AK5427'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AK5427'RECOVERED IN GOOD CONDITION.
 AK5427
 AK5427                          STATION RECOVERY (2006)
 AK5427
 AK5427'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AK5427'RECOVERED AS DESCRIBED.  NOTE LOCKED GATE FOR PERMISSION, CALL JOHNNY
 AK5427'HEDGES, PH 321-951-1745.
 AK5427
 AK5427                          STATION RECOVERY (2019)
 AK5427
 AK5427'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AK5427'THE MARK WAS SEARCHED FOR AND NOT FOUND.
 AK5427
 AK5427                          STATION RECOVERY (2020)
 AK5427
 AK5427'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2020 (JMC)
 AK5427'RECOVERED AS DESCRIBED.
 AK5427'
 AK5427'NOTE-THE SAND ROAD IS NOW KNOWN AS KIRKLAND ROAD AND LEADS TO THE
 AK5427'PROPERTY SECURED BY A LOCKED GATE.  THE RESTAURANT HAS BEEN DEMOLISHED
 AK5427'AND THE MARK IS LOCATED AT THE APPARENT SOUTHWEST CORNER OF THE
 AK5427'CONCRETE SLAB OF THE FORMER RESTAURANT.  TO GAIN ACCESS, CONTACT
 AK5427'MCKINNEY CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6622 ***********************************************************************
 DK6622  DESIGNATION -  872 1879 A TIDAL
 DK6622  PID         -  DK6622
 DK6622  STATE/COUNTY-  FL/BREVARD
 DK6622  COUNTRY     -  US
 DK6622  USGS QUAD   -  MELBOURNE EAST (2018)
 DK6622
 DK6622                         *CURRENT SURVEY CONTROL
 DK6622  ______________________________________________________________________
 DK6622* NAD 83(1986) POSITION- 28 02 00.09   (N) 080 34 49.06   (W)   HD_HELD1
 DK6622* NAVD 88 ORTHO HEIGHT -     0.470 (meters)        1.54  (feet) ADJUSTED
 DK6622  ______________________________________________________________________
 DK6622  GEOID HEIGHT    -        -28.159 (meters)                     GEOID18
 DK6622  DYNAMIC HEIGHT  -          0.469 (meters)        1.54  (feet) COMP
 DK6622  MODELED GRAVITY -    979,173.7   (mgal)                       NAVD 88
 DK6622
 DK6622  VERT ORDER      -  FIRST     CLASS II
 DK6622
 DK6622.The horizontal coordinates were determined by differentially corrected
 DK6622.hand held GPS observations or other comparable positioning techniques
 DK6622.and have an estimated accuracy of +/- 3 meters.
 DK6622
 DK6622.The orthometric height was determined by differential leveling and
 DK6622.adjusted by the NATIONAL GEODETIC SURVEY
 DK6622.in April 2009.
 DK6622
 DK6622.No vertical observational check was made to the station.
 DK6622
 DK6622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6622.GEOID18 height accuracy estimate available here.
 DK6622
 DK6622.Click photographs - Photos may exist for this station.
 DK6622
 DK6622.The dynamic height is computed by dividing the NAVD 88
 DK6622.geopotential number by the normal gravity value computed on the
 DK6622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6622.degrees latitude (g = 980.6199 gals.).
 DK6622
 DK6622.The modeled gravity was interpolated from observed gravity values.
 DK6622
 DK6622;                    North         East    Units  Estimated Accuracy
 DK6622;SPC FL E     -   409,976.6     241,268.1     MT  (+/- 3 meters HH1 GPS) 
 DK6622
 DK6622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4125400968(NAD 83)
 DK6622
 DK6622                          SUPERSEDED SURVEY CONTROL
 DK6622
 DK6622.No superseded survey control is available for this station.
 DK6622
 DK6622_MARKER: F = FLANGE-ENCASED ROD
 DK6622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6622_STAMPING: 1879 A 2004
 DK6622_MARK LOGO: NGS
 DK6622_PROJECTION: FLUSH
 DK6622_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6622+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2023
 DK6622_ROD/PIPE-DEPTH: 19.0 meters
 DK6622
 DK6622  HISTORY     - Date     Condition        Report By
 DK6622  HISTORY     - 2004     MONUMENTED       FLDEP
 DK6622  HISTORY     - 20060328 GOOD             FLDEP
 DK6622  HISTORY     - 20230114 GOOD             USPSQD
 DK6622
 DK6622                          STATION DESCRIPTION
 DK6622
 DK6622'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6622'THE MARK IS ABOUT 3.5 MI SOUTH OF MELBOURNE, 2.5 MI NORTH OF MALABAR,
 DK6622'IN PALM BAY, IN  SECTION 24, TOWNSHIP 28 SOUTH, RANGE 37 EAST.
 DK6622'
 DK6622'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 514 (MALABAR ROAD)
 DK6622'AND U.S.  HIGHWAY 1 (OLD DIXIE HIGHWAY) IN MALABAR, GO NORTHWESTERLY
 DK6622'ON U.S. HIGHWAY 1 (OLD DIXIE  HIGHWAY) FOR 2.2 MI TO THE SOUTH END OF
 DK6622'THE BRIDGE SPANNING TURKEY CREEK, CONTINUE  NORTHWESTERLY ON U.S.
 DK6622'HIGHWAY 1 FOR 0.5 MI TO THE NORTH END OF THE BRIDGE SPANNING  TURKEY
 DK6622'CREEK AND THE MARK ON THE LEFT A STAINLESS STEEL ROD DRIVEN TO REFUSAL
 DK6622'AT A  DEPTH OF 62.4 FT WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND
 DK6622'20.0 FT BELOW THE LEVEL  OF U.S. HIGHWAY 1 SOUTHBOUND LANES, THE DATUM
 DK6622'POINT IS RECESSED 0.6 FT BELOW THE LEVEL  OF THE NGS LOGO CAP.
 DK6622'
 DK6622'LOCATED 220.0 FT SOUTH OF SURVEY MARK 1879 B 2004, 75.0 FT WEST OF THE
 DK6622'CENTERLINE OF U.S.  HIGHWAY 1 SOUTHBOUND LANES, 38.0 FT WEST OF THE
 DK6622'NORTHWEST CORNER OF THE BRIDGE  SPANNING TURKEY CREEK, 1.0 FT WEST OF
 DK6622'THE NORTH END OF AN ALUMINUM HANDRAIL AND 0.7 FT  WEST OF THE WEST
 DK6622'EDGE OF THE SIDEWALK.
 DK6622'
 DK6622'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DK6622'
 DK6622'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DK6622
 DK6622                          STATION RECOVERY (2023)
 DK6622
 DK6622'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 DK6622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6623 ***********************************************************************
 DK6623  DESIGNATION -  872 1879 B TIDAL
 DK6623  PID         -  DK6623
 DK6623  STATE/COUNTY-  FL/BREVARD
 DK6623  COUNTRY     -  US
 DK6623  USGS QUAD   -  MELBOURNE EAST (2018)
 DK6623
 DK6623                         *CURRENT SURVEY CONTROL
 DK6623  ______________________________________________________________________
 DK6623* NAD 83(1986) POSITION- 28 02 01.80   (N) 080 34 50.62   (W)   HD_HELD1
 DK6623* NAVD 88 ORTHO HEIGHT -     1.306 (meters)        4.28  (feet) ADJUSTED
 DK6623  ______________________________________________________________________
 DK6623  GEOID HEIGHT    -        -28.159 (meters)                     GEOID18
 DK6623  DYNAMIC HEIGHT  -          1.304 (meters)        4.28  (feet) COMP
 DK6623  MODELED GRAVITY -    979,173.7   (mgal)                       NAVD 88
 DK6623
 DK6623  VERT ORDER      -  FIRST     CLASS II
 DK6623
 DK6623.The horizontal coordinates were determined by differentially corrected
 DK6623.hand held GPS observations or other comparable positioning techniques
 DK6623.and have an estimated accuracy of +/- 3 meters.
 DK6623
 DK6623.The orthometric height was determined by differential leveling and
 DK6623.adjusted by the NATIONAL GEODETIC SURVEY
 DK6623.in April 2009.
 DK6623
 DK6623.No vertical observational check was made to the station.
 DK6623
 DK6623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6623.GEOID18 height accuracy estimate available here.
 DK6623
 DK6623.Click photographs - Photos may exist for this station.
 DK6623
 DK6623.The dynamic height is computed by dividing the NAVD 88
 DK6623.geopotential number by the normal gravity value computed on the
 DK6623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6623.degrees latitude (g = 980.6199 gals.).
 DK6623
 DK6623.The modeled gravity was interpolated from observed gravity values.
 DK6623
 DK6623;                    North         East    Units  Estimated Accuracy
 DK6623;SPC FL E     -   410,029.1     241,225.3     MT  (+/- 3 meters HH1 GPS) 
 DK6623
 DK6623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4121101021(NAD 83)
 DK6623
 DK6623                          SUPERSEDED SURVEY CONTROL
 DK6623
 DK6623.No superseded survey control is available for this station.
 DK6623
 DK6623_MARKER: DD = SURVEY DISK
 DK6623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6623_STAMPING: 1879 B 2004
 DK6623_MARK LOGO: FLDEP
 DK6623_PROJECTION: RECESSED 5 CENTIMETERS
 DK6623_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6623+STABILITY: SURFACE MOTION
 DK6623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6623+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 DK6623
 DK6623  HISTORY     - Date     Condition        Report By
 DK6623  HISTORY     - 2004     MONUMENTED       FLDEP
 DK6623  HISTORY     - 20060328 GOOD             FLDEP
 DK6623
 DK6623                          STATION DESCRIPTION
 DK6623
 DK6623'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6623'THE MARK IS ABOUT 3.5 MI SOUTH OF MELBOURNE, 2.5 MI NORTH OF MALABAR,
 DK6623'IN PALM BAY, IN  SECTION 24, TOWNSHIP 28 SOUTH, RANGE 37 EAST.
 DK6623'
 DK6623'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 514 (MALABAR ROAD)
 DK6623'AND U.S.  HIGHWAY 1 (OLD DIXIE HIGHWAY) IN MALABAR, GO NORTHWESTERLY
 DK6623'ON U.S. HIGHWAY 1 (OLD DIXIE  HIGHWAY) FOR 2.2 MI TO THE SOUTH END OF
 DK6623'THE BRIDGE SPANNING TURKEY CREEK, CONTINUE  NORTHWESTERLY ON U.S.
 DK6623'HIGHWAY 1 FOR 0.05 MI TO THE MARK ON THE LEFT, SET IN THE TOP OF A
 DK6623'ROUND CONCRETE MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND
 DK6623'AND ABOUT  10.0 FT BELOW THE LEVEL OF U.S. HIGHWAY 1 SOUTHBOUND LANES.
 DK6623'LOCATED 220.0 FT NORTH OF A ROD MARK (NGS LOGO CAP) 1879 A 2004, 67.0
 DK6623'FT WEST OF THE  CENTERLINE OF U.S. HIGHWAY 1 SOUTHBOUND LANES, 43.2 FT
 DK6623'WEST OF A METAL GUARDRAIL, 16.0 FT  WEST OF A 20-INCH PALM TREE (THE
 DK6623'MOST SOUTH PALM TREE OF 5), 2.7 FT WEST OF THE WEST EDGE  OF THE
 DK6623'SIDEWALK AND 2.5 FT EAST OF A CARSONITE WITNESS POST.
 DK6623'
 DK6623'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DK6623'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6624 ***********************************************************************
 DK6624  DESIGNATION -  872 1879 C TIDAL
 DK6624  PID         -  DK6624
 DK6624  STATE/COUNTY-  FL/BREVARD
 DK6624  COUNTRY     -  US
 DK6624  USGS QUAD   -  MELBOURNE EAST (2018)
 DK6624
 DK6624                         *CURRENT SURVEY CONTROL
 DK6624  ______________________________________________________________________
 DK6624* NAD 83(1986) POSITION- 28 02 02.77   (N) 080 34 51.62   (W)   HD_HELD1
 DK6624* NAVD 88 ORTHO HEIGHT -     1.370 (meters)        4.49  (feet) ADJUSTED
 DK6624  ______________________________________________________________________
 DK6624  GEOID HEIGHT    -        -28.159 (meters)                     GEOID18
 DK6624  DYNAMIC HEIGHT  -          1.368 (meters)        4.49  (feet) COMP
 DK6624  MODELED GRAVITY -    979,173.7   (mgal)                       NAVD 88
 DK6624
 DK6624  VERT ORDER      -  FIRST     CLASS II
 DK6624
 DK6624.The horizontal coordinates were determined by differentially corrected
 DK6624.hand held GPS observations or other comparable positioning techniques
 DK6624.and have an estimated accuracy of +/- 3 meters.
 DK6624
 DK6624.The orthometric height was determined by differential leveling and
 DK6624.adjusted by the NATIONAL GEODETIC SURVEY
 DK6624.in April 2009.
 DK6624
 DK6624.No vertical observational check was made to the station.
 DK6624
 DK6624.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6624.GEOID18 height accuracy estimate available here.
 DK6624
 DK6624.Click photographs - Photos may exist for this station.
 DK6624
 DK6624.The dynamic height is computed by dividing the NAVD 88
 DK6624.geopotential number by the normal gravity value computed on the
 DK6624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6624.degrees latitude (g = 980.6199 gals.).
 DK6624
 DK6624.The modeled gravity was interpolated from observed gravity values.
 DK6624
 DK6624;                    North         East    Units  Estimated Accuracy
 DK6624;SPC FL E     -   410,058.8     241,197.9     MT  (+/- 3 meters HH1 GPS) 
 DK6624
 DK6624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4118301050(NAD 83)
 DK6624
 DK6624                          SUPERSEDED SURVEY CONTROL
 DK6624
 DK6624.No superseded survey control is available for this station.
 DK6624
 DK6624_MARKER: DD = SURVEY DISK
 DK6624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6624_STAMPING: 1879 C 2004
 DK6624_MARK LOGO: FLDEP
 DK6624_PROJECTION: RECESSED 5 CENTIMETERS
 DK6624_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6624+STABILITY: SURFACE MOTION
 DK6624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK6624+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 DK6624
 DK6624  HISTORY     - Date     Condition        Report By
 DK6624  HISTORY     - 2004     MONUMENTED       FLDEP
 DK6624  HISTORY     - 20060328 GOOD             FLDEP
 DK6624
 DK6624                          STATION DESCRIPTION
 DK6624
 DK6624'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6624'THE MARK IS ABOUT 3.5 MI SOUTH OF MELBOURNE, 2.5 MI NORTH OF MALABAR,
 DK6624'IN PALM BAY, IN  SECTION 24, TOWNSHIP 28 SOUTH, RANGE 37 EAST.
 DK6624'
 DK6624'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 514 (MALABAR ROAD)
 DK6624'AND U.S.  HIGHWAY 1 (OLD DIXIE HIGHWAY) IN MALABAR, GO NORTHWESTERLY
 DK6624'ON U.S. HIGHWAY 1 (OLD DIXIE  HIGHWAY) FOR 2.2 MI TO THE SOUTH END OF
 DK6624'THE BRIDGE SPANNING TURKEY CREEK, CONTINUE  NORTHWESTERLY ON U.S.
 DK6624'HIGHWAY 1 FOR 0.1 MI TO THE ENTRANCE TO PELICON HARBOR MARINA  ON THE
 DK6624'LEFT AND THE MARK ON THE LEFT. SET IN THE TOP OF A ROUND CONCRETE
 DK6624'MONUMENT  RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND ABOUT 5.0
 DK6624'FT BELOW THE LEVEL OF U.S.  HIGHWAY 1 SOUTHBOUND LANES.
 DK6624'
 DK6624'LOCATED 290.0 FT SOUTH OF THE APPROXIMATE CENTERLINE OF POSPISIL
 DK6624'AVENUE, 175.0 FT  SOUTHEAST OF SURVEY MARK 1879 D 2004, 135.0 FT NORTH
 DK6624'OF SURVEY MARK 1879 B 2004, 71.0 FT  WEST OF THE CENTERLINE OF U.S.
 DK6624'HIGHWAY 1 SOUTHBOUND LANES, 65.0 FT SOUTH OF THE  APPROXIMATE
 DK6624'CENTERLINE OF A DRIVEWAY AT 4220, 47.0 FT WEST OF A METAL GUARDRAIL,
 DK6624'19.5 FT  WEST OF A MANHOLE, 7.0 FT WEST OF THE WEST EDGE OF THE
 DK6624'SIDEWALK AND 1.5 FT EAST OF A  CARSONITE WITNESS POST.
 DK6624'
 DK6624'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DK6624'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6625 ***********************************************************************
 DK6625  DESIGNATION -  872 1879 D TIDAL
 DK6625  PID         -  DK6625
 DK6625  STATE/COUNTY-  FL/BREVARD
 DK6625  COUNTRY     -  US
 DK6625  USGS QUAD   -  MELBOURNE EAST (2018)
 DK6625
 DK6625                         *CURRENT SURVEY CONTROL
 DK6625  ______________________________________________________________________
 DK6625* NAD 83(1986) POSITION- 28 02 04.04   (N) 080 34 52.92   (W)   HD_HELD1
 DK6625* NAVD 88 ORTHO HEIGHT -     1.273 (meters)        4.18  (feet) ADJUSTED
 DK6625  ______________________________________________________________________
 DK6625  GEOID HEIGHT    -        -28.159 (meters)                     GEOID18
 DK6625  DYNAMIC HEIGHT  -          1.271 (meters)        4.17  (feet) COMP
 DK6625  MODELED GRAVITY -    979,173.7   (mgal)                       NAVD 88
 DK6625
 DK6625  VERT ORDER      -  FIRST     CLASS II
 DK6625
 DK6625.The horizontal coordinates were determined by differentially corrected
 DK6625.hand held GPS observations or other comparable positioning techniques
 DK6625.and have an estimated accuracy of +/- 3 meters.
 DK6625
 DK6625.The orthometric height was determined by differential leveling and
 DK6625.adjusted by the NATIONAL GEODETIC SURVEY
 DK6625.in April 2009.
 DK6625
 DK6625.No vertical observational check was made to the station.
 DK6625
 DK6625.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6625.GEOID18 height accuracy estimate available here.
 DK6625
 DK6625.Click photographs - Photos may exist for this station.
 DK6625
 DK6625.The dynamic height is computed by dividing the NAVD 88
 DK6625.geopotential number by the normal gravity value computed on the
 DK6625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6625.degrees latitude (g = 980.6199 gals.).
 DK6625
 DK6625.The modeled gravity was interpolated from observed gravity values.
 DK6625
 DK6625;                    North         East    Units  Estimated Accuracy
 DK6625;SPC FL E     -   410,097.8     241,162.2     MT  (+/- 3 meters HH1 GPS) 
 DK6625
 DK6625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM4114801089(NAD 83)
 DK6625
 DK6625                          SUPERSEDED SURVEY CONTROL
 DK6625
 DK6625.No superseded survey control is available for this station.
 DK6625
 DK6625_MARKER: DD = SURVEY DISK
 DK6625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK6625_STAMPING: 1879 D 2004
 DK6625_MARK LOGO: FLDEP
 DK6625_PROJECTION: FLUSH
 DK6625_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK6625+STABILITY: SURFACE MOTION
 DK6625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6625+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 DK6625
 DK6625  HISTORY     - Date     Condition        Report By
 DK6625  HISTORY     - 2004     MONUMENTED       FLDEP
 DK6625  HISTORY     - 20060328 GOOD             FLDEP
 DK6625
 DK6625                          STATION DESCRIPTION
 DK6625
 DK6625'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6625'THE MARK IS ABOUT 3.5 MI SOUTH OF MELBOURNE, 2.5 MI NORTH OF MALABAR,
 DK6625'IN PALM BAY, IN  SECTION 24, TOWNSHIP 28 SOUTH, RANGE 37 EAST.
 DK6625'
 DK6625'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 514 (MALABAR ROAD)
 DK6625'AND U.S.  HIGHWAY 1 (OLD DIXIE HIGHWAY) IN MALABAR, GO NORTHWESTERLY
 DK6625'ON U.S. HIGHWAY 1 (OLD DIXIE  HIGHWAY) FOR 2.2 MI TO THE SOUTH END OF
 DK6625'THE BRIDGE SPANNING TURKEY CREEK, CONTINUE  NORTHWESTERLY ON U.S.
 DK6625'HIGHWAY 1 FOR 0.15 MI TO THE JUNCTION OF POSPISIL AVENUE ON THE  LEFT
 DK6625'AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DK6625'FLUSH WITH  THE GROUND AND ABOUT 4.0 FT BELOW THE LEVEL OF U.S.
 DK6625'HIGHWAY 1.
 DK6625'
 DK6625'LOCATED 115.2 FT SOUTH OF THE APPROXIMATE CENTERLINE OF POSPISIL
 DK6625'AVENUE, 110.0 FT NORTH  OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT
 DK6625'4220, 74.0 FT WEST OF THE CENTERLINE OF  U.S. HIGHWAY 1 SOUTHBOUND
 DK6625'LANES, 14.0 FT WEST OF THE WEST EDGE OF THE SIDEWALK, 1.7 FT  EAST OF
 DK6625'THE NORTHEAST CORNER OF A 6-FOOT TALL CHAINLINK FENCE AND 1.0 FT EAST
 DK6625'OF A  CARSONITE WITNESS POST.
 DK6625'
 DK6625'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DK6625'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6626 ***********************************************************************
 DK6626  DESIGNATION -  872 1879 E TIDAL
 DK6626  PID         -  DK6626
 DK6626  STATE/COUNTY-  FL/BREVARD
 DK6626  COUNTRY     -  US
 DK6626  USGS QUAD   -  MELBOURNE EAST (2018)
 DK6626
 DK6626                         *CURRENT SURVEY CONTROL
 DK6626  ______________________________________________________________________
 DK6626* NAD 83(1986) POSITION- 28 02 03.     (N) 080 34 56.     (W)   SCALED
 DK6626* NAVD 88 ORTHO HEIGHT -     3.101 (meters)       10.17  (feet) ADJUSTED
 DK6626  ______________________________________________________________________
 DK6626  GEOID HEIGHT    -        -28.158 (meters)                     GEOID18
 DK6626  DYNAMIC HEIGHT  -          3.097 (meters)       10.16  (feet) COMP
 DK6626  MODELED GRAVITY -    979,173.6   (mgal)                       NAVD 88
 DK6626
 DK6626  VERT ORDER      -  FIRST     CLASS II
 DK6626
 DK6626.The horizontal coordinates were scaled from a map and have
 DK6626.an estimated accuracy of +/- 6 seconds.
 DK6626
 DK6626.The orthometric height was determined by differential leveling and
 DK6626.adjusted by the NATIONAL GEODETIC SURVEY
 DK6626.in April 2009.
 DK6626
 DK6626.No vertical observational check was made to the station.
 DK6626
 DK6626.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6626.GEOID18 height accuracy estimate available here.
 DK6626
 DK6626.Click photographs - Photos may exist for this station.
 DK6626
 DK6626.The dynamic height is computed by dividing the NAVD 88
 DK6626.geopotential number by the normal gravity value computed on the
 DK6626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6626.degrees latitude (g = 980.6199 gals.).
 DK6626
 DK6626.The modeled gravity was interpolated from observed gravity values.
 DK6626
 DK6626;                    North         East    Units  Estimated Accuracy
 DK6626;SPC FL E     -   410,070.      241,080.      MT  (+/- 180 meters Scaled)
 DK6626
 DK6626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNM410010(NAD 83)
 DK6626
 DK6626                          SUPERSEDED SURVEY CONTROL
 DK6626
 DK6626.No superseded survey control is available for this station.
 DK6626
 DK6626_MARKER: F = FLANGE-ENCASED ROD
 DK6626_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6626_STAMPING: 1879 E 2004
 DK6626_MARK LOGO: NGS
 DK6626_PROJECTION: RECESSED 3 CENTIMETERS
 DK6626_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK6626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6626+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2006
 DK6626_ROD/PIPE-DEPTH: 10.0 meters
 DK6626
 DK6626  HISTORY     - Date     Condition        Report By
 DK6626  HISTORY     - 2004     MONUMENTED       FLDEP
 DK6626  HISTORY     - 20060328 GOOD             FLDEP
 DK6626
 DK6626                          STATION DESCRIPTION
 DK6626
 DK6626'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6626'THE MARK IS ABOUT 3.5 MI SOUTH OF MELBOURNE, 2.5 MI NORTH OF MALABAR,
 DK6626'IN PALM BAY, IN  SECTION 24, TOWNSHIP 28 SOUTH, RANGE 37 EAST.
 DK6626'
 DK6626'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 514 (MALABAR ROAD)
 DK6626'AND U.S.  HIGHWAY 1 (OLD DIXIE HIGHWAY) IN MALABAR, GO NORTHWESTERLY
 DK6626'ON U.S. HIGHWAY 1 (OLD DIXIE  HIGHWAY) FOR 2.2 MI TO THE SOUTH END OF
 DK6626'THE BRIDGE SPANNING TURKEY CREEK, CONTINUE  NORTHWESTERLY ON U.S.
 DK6626'HIGHWAY 1 FOR 0.15 MI TO THE JUNCTION OF POSPISIL AVENUE ON THE  LEFT,
 DK6626'TURN LEFT ON POSPISIL AVENUE AND GO SOUTHWESTERLY FOR 0.1 MI TO
 DK6626'JUNCTION OF  ORANGE BLOSSOM TRAIL ON THE RIGHT AND THE MARK ON THE
 DK6626'LEFT, A STAINLESS STEEL ROD  DRIVEN TO REFUSAL AT A DEPTH OF 32.8 FT
 DK6626'WITH A NGS LOGO CAP RECESSED 0.1 FT BELOW THE  LEVEL OF THE GROUND AND
 DK6626'BELOW THE LEVEL OF POSPISIL AVENUE, THE DATUM POINT IS  RECESSED 0.7
 DK6626'FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DK6626'
 DK6626'LOCATED 45.0 FT EAST OF THE EXTENDED CENTERLINE OF ORANGE BLOSSON
 DK6626'TRAIL, 27.8 FT SOUTH  OF THE APPROXIMATE CENTERLINE OF POSPISIL
 DK6626'AVENUE, 9.0 FT SOUTHEAST OF THE SOUTHWEST  END OF THE SIDEWALK, 8.8 FT
 DK6626'EAST OF THE NORTHEAST CORNER OF A 6-FOOT TALL CHAINLINK  FENCE, 2.0 FT
 DK6626'SOUTH OF THE SOUTH EDGE OF THE SIDEWALK, 1.1 FT NORTH OF THE CHAINLINK
 DK6626'FENCE AND 1.0 FT NORTH OF A CARSONITE WITNESS POST.
 DK6626'
 DK6626'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DK6626'
 DK6626'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7535 ***********************************************************************
 AF7535  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7535  DESIGNATION -  872 1994 F TIDAL
 AF7535  PID         -  AF7535
 AF7535  STATE/COUNTY-  FL/BREVARD
 AF7535  COUNTRY     -  US
 AF7535  USGS QUAD   -  SEBASTIAN (2018)
 AF7535
 AF7535                         *CURRENT SURVEY CONTROL
 AF7535  ______________________________________________________________________
 AF7535* NAD 83(1986) POSITION- 27 52 19.6    (N) 080 29 49.0    (W)   HD_HELD2
 AF7535* NAVD 88 ORTHO HEIGHT -     3.051 (meters)       10.01  (feet) ADJUSTED
 AF7535  ______________________________________________________________________
 AF7535  GEOID HEIGHT    -        -28.002 (meters)                     GEOID18
 AF7535  DYNAMIC HEIGHT  -          3.046 (meters)        9.99  (feet) COMP
 AF7535  MODELED GRAVITY -    979,166.2   (mgal)                       NAVD 88
 AF7535
 AF7535  VERT ORDER      -  SECOND    CLASS I
 AF7535
 AF7535.The horizontal coordinates were established by autonomous hand held GPS
 AF7535.observations and have an estimated accuracy of +/- 10 meters.
 AF7535
 AF7535.The orthometric height was determined by differential leveling and
 AF7535.adjusted by the NATIONAL GEODETIC SURVEY
 AF7535.in September 1996.
 AF7535
 AF7535.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7535.GEOID18 height accuracy estimate available here.
 AF7535
 AF7535.This Tidal Bench Mark is designated as VM 5394
 AF7535.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7535
 AF7535.Click photographs - Photos may exist for this station.
 AF7535
 AF7535.The dynamic height is computed by dividing the NAVD 88
 AF7535.geopotential number by the normal gravity value computed on the
 AF7535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7535.degrees latitude (g = 980.6199 gals.).
 AF7535
 AF7535.The modeled gravity was interpolated from observed gravity values.
 AF7535
 AF7535;                    North         East    Units  Estimated Accuracy
 AF7535;SPC FL E     -   392,139.      249,537.      MT  (+/- 10 meters HH2 GPS)
 AF7535
 AF7535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4952083137(NAD 83)
 AF7535
 AF7535                          SUPERSEDED SURVEY CONTROL
 AF7535
 AF7535  NGVD 29 (09/01/92)    3.479  (m)           11.41   (f) ADJUSTED    2 1
 AF7535
 AF7535.Superseded values are not recommended for survey control.
 AF7535
 AF7535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7535.See file dsdata.pdf to determine how the superseded data were derived.
 AF7535
 AF7535_MARKER: DJ = TIDAL STATION DISK
 AF7535_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF7535_SP_SET: BOX DRAIN
 AF7535_STAMPING: 1994 F 1986
 AF7535_MARK LOGO: NOS
 AF7535_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7535+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2023
 AF7535
 AF7535  HISTORY     - Date     Condition        Report By
 AF7535  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7535  HISTORY     - 20020124 GOOD             USPSQD
 AF7535  HISTORY     - 20050820 GOOD             FLDEP
 AF7535  HISTORY     - 20190912 GOOD             INDIV
 AF7535  HISTORY     - 20230129 GOOD             USPSQD
 AF7535
 AF7535                          STATION DESCRIPTION
 AF7535
 AF7535'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7535'4.55 MI NORTH FROM SEBASTIAN.
 AF7535'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER SEBASTIAN
 AF7535'CREEK, GO 1.15 MILES NORTH ON U.S. 1 TO THE MARK.  THE MARK BEARS
 AF7535'29.8 FEET WEST OF THE CENTERLINE OF U.S. 1 NORTHBOUND, 35.3 FEET
 AF7535'EAST OF THE CENTERLINE OF U.S. 1 SOUTHBOUND AND APPROXIMATELY 400
 AF7535'FEET SOUTHWEST OF THE CENTERLINE OF THE DRIVE TO SUMMIT LANDING.
 AF7535'THE MARK IS 3 FT BELOW HIGHWAY.
 AF7535
 AF7535                          STATION RECOVERY (2002)
 AF7535
 AF7535'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF7535'MARK IS IMBEDDED IN CONCRETE DRAINAGE CULVERT IN HIGHWAY MEDIAN STRIP.
 AF7535
 AF7535                          STATION RECOVERY (2005)
 AF7535
 AF7535'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (TCB)
 AF7535'THE MARK IS ABOUT 4.5 MI (7.2 KM) NORTH OF SEBASTIAN, IN SECTION 14,
 AF7535'TOWNSHIP 30 SOUTH, RANGE 38 EAST.
 AF7535'
 AF7535'TO REACH THE MARK FROM THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER
 AF7535'SAINT SEBASTIAN RIVER ABOUT 3.0 MI (4.8 KM) NORTH OF SEBASTIAN, GO
 AF7535'NORTH ON U.S. HIGHWAY 1 FOR 1.3 MI (2.1 KM) TO THE SEBASTIAN RIVER
 AF7535'MARINA AT 8525 U.S. HIGHWAY 1 ON THE RIGHT AND THE MARK ON THE LEFT, A
 AF7535'NOS BENCH MARK DISK SET FLUSH IN THE TOP OF A CONCRETE BOX DRAIN, 3.0
 AF7535'FT (0.9 M) BELOW THE LEVEL OF THE HIGHWAY.
 AF7535'
 AF7535'LOCATED 458.0 FT (139.6 M) SOUTH OF BENCH MARK NO 2 1972, 35.3 FT
 AF7535'(10.8 M) EAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF U.S. HIGHWAY
 AF7535'1 AND 29.8 FT (9.1 M) WEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 AF7535'U.S. HIGHWAY 1.
 AF7535
 AF7535                          STATION RECOVERY (2019)
 AF7535
 AF7535'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AF7535'THE MARK IS SET IMMEDIATELY TO THE SOUTH OF THE SOUTHEAST CORNER OF
 AF7535'THE METAL GRATE IN THE CONCRETE BOX DRAIN.
 AF7535
 AF7535                          STATION RECOVERY (2023)
 AF7535
 AF7535'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 AF7535'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7536 ***********************************************************************
 AF7536  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7536  DESIGNATION -  872 1994 G TIDAL
 AF7536  PID         -  AF7536
 AF7536  STATE/COUNTY-  FL/BREVARD
 AF7536  COUNTRY     -  US
 AF7536  USGS QUAD   -  SEBASTIAN (2018)
 AF7536
 AF7536                         *CURRENT SURVEY CONTROL
 AF7536  ______________________________________________________________________
 AF7536* NAD 83(1986) POSITION- 27 52 16.0    (N) 080 29 46.5    (W)   HD_HELD2
 AF7536* NAVD 88 ORTHO HEIGHT -     3.159 (meters)       10.36  (feet) ADJUSTED
 AF7536  ______________________________________________________________________
 AF7536  GEOID HEIGHT    -        -28.002 (meters)                     GEOID18
 AF7536  DYNAMIC HEIGHT  -          3.155 (meters)       10.35  (feet) COMP
 AF7536  MODELED GRAVITY -    979,166.2   (mgal)                       NAVD 88
 AF7536
 AF7536  VERT ORDER      -  SECOND    CLASS I
 AF7536
 AF7536.The horizontal coordinates were established by autonomous hand held GPS
 AF7536.observations and have an estimated accuracy of +/- 10 meters.
 AF7536
 AF7536.The orthometric height was determined by differential leveling and
 AF7536.adjusted by the NATIONAL GEODETIC SURVEY
 AF7536.in August 2011.
 AF7536
 AF7536.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7536.GEOID18 height accuracy estimate available here.
 AF7536
 AF7536.This Tidal Bench Mark is designated as VM 5393
 AF7536.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7536
 AF7536.Click photographs - Photos may exist for this station.
 AF7536
 AF7536.The dynamic height is computed by dividing the NAVD 88
 AF7536.geopotential number by the normal gravity value computed on the
 AF7536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7536.degrees latitude (g = 980.6199 gals.).
 AF7536
 AF7536.The modeled gravity was interpolated from observed gravity values.
 AF7536
 AF7536;                    North         East    Units  Estimated Accuracy
 AF7536;SPC FL E     -   392,029.      249,606.      MT  (+/- 10 meters HH2 GPS)
 AF7536
 AF7536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4958983026(NAD 83)
 AF7536
 AF7536                          SUPERSEDED SURVEY CONTROL
 AF7536
 AF7536  NAVD 88 (09/06/96)    3.162  (m)           10.37   (f) SUPERSEDED  2 1
 AF7536  NGVD 29 (09/01/92)    3.590  (m)           11.78   (f) ADJUSTED    2 1
 AF7536
 AF7536.Superseded values are not recommended for survey control.
 AF7536
 AF7536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7536.See file dsdata.pdf to determine how the superseded data were derived.
 AF7536
 AF7536_MARKER: DB = BENCH MARK DISK
 AF7536_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF7536_SP_SET: BOX CULVERT HEADWALL
 AF7536_STAMPING: 1994 G 1986
 AF7536_MARK LOGO: NOS
 AF7536_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7536+STABILITY: SURFACE MOTION
 AF7536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7536+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2023
 AF7536
 AF7536  HISTORY     - Date     Condition        Report By
 AF7536  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7536  HISTORY     - 20020124 GOOD             USPSQD
 AF7536  HISTORY     - 20050820 GOOD             FLDEP
 AF7536  HISTORY     - 20060408 GOOD             GEOCAC
 AF7536  HISTORY     - 20190912 GOOD             INDIV
 AF7536  HISTORY     - 20230202 GOOD             USPSQD
 AF7536
 AF7536                          STATION DESCRIPTION
 AF7536
 AF7536'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7536'4.45 MI NORTH FROM SEBASTIAN.
 AF7536'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER SEBASTIAN
 AF7536'CREEK, GO 1.05 MILES NORTH ON U.S. 1 TO THE MARK.  THE MARK BEARS
 AF7536'27.3 FEET EAST OF THE CENTERLINE OF U.S. 1 NORTHBOUND, 120.5 FEET
 AF7536'NORTHWEST OF THE CENTERLINE OF THE STAIRS GOING DOWN TO A PIER, 1
 AF7536'FOOT NORTH OF THE SOUTH END OF THE CULVERT HEADWALL AND ABOUT 405
 AF7536'FEET SOUTHEAST OF TIDAL BENCH MARK 1994 F 1986.
 AF7536'THE MARK IS 1 FT BELOW HIGHWAY.
 AF7536
 AF7536                          STATION RECOVERY (2002)
 AF7536
 AF7536'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF7536'LETTER G IN DESIGNATION IS FAINT.
 AF7536
 AF7536                          STATION RECOVERY (2005)
 AF7536
 AF7536'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (TCB)
 AF7536'THE MARK IS ABOUT 4.4 MI (7.1 KM) NORTH OF SEBASTIAN, IN SECTION 14,
 AF7536'TOWNSHIP 30 SOUTH, RANGE 38 EAST.
 AF7536'
 AF7536'TO REACH THE MARK FROM THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER
 AF7536'SAINT SEBASTIAN RIVER ABOUT 3.0 MI (4.8 KM) NORTH OF SEBASTIAN, GO
 AF7536'NORTH ON U.S. HIGHWAY 1 FOR 1.5 MI (2.4 KM) TO THE MARK ON THE RIGHT,
 AF7536'A NOS BENCH MARK DISK SET FLUSH IN THE SOUTH END OF A CONCRETE BOX
 AF7536'CULVERT HEADWALL ON THE EAST SIDE OF U.S. HIGHWAY 1 ACROSS FROM THE
 AF7536'RIVERVIEW MOBILE VILLA AT 8600 U.S. HIGHWAY 1.
 AF7536'
 AF7536'LOCATED 440.0 FT (134.1 M) SOUTH-SOUTHEAST OF BENCH MARK 1994 F 1986,
 AF7536'60.0 FT (18.3 M) NORTH-NORTHWEST OF A WOODEN POWER SERVICE POLE, 27.3
 AF7536'FT (8.3 M) EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF U.S.
 AF7536'HIGHWAY 1 AND 1.0 FT (0.3 M) NORTHWEST OF A CARSONITE WITNESS POST.
 AF7536
 AF7536                          STATION RECOVERY (2006)
 AF7536
 AF7536'RECOVERY NOTE BY GEOCACHING 2006 (NJE)
 AF7536'RECOVERED IN GOOD CONDITION.
 AF7536
 AF7536                          STATION RECOVERY (2019)
 AF7536
 AF7536'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AF7536'RECOVERED IN GOOD CONDITION.
 AF7536
 AF7536                          STATION RECOVERY (2023)
 AF7536
 AF7536'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 AF7536'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7537 ***********************************************************************
 AF7537  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7537  DESIGNATION -  872 1994 H TIDAL
 AF7537  PID         -  AF7537
 AF7537  STATE/COUNTY-  FL/BREVARD
 AF7537  COUNTRY     -  US
 AF7537  USGS QUAD   -  SEBASTIAN (2018)
 AF7537
 AF7537                         *CURRENT SURVEY CONTROL
 AF7537  ______________________________________________________________________
 AF7537* NAD 83(1986) POSITION- 27 52 10.3    (N) 080 29 43.5    (W)   HD_HELD2
 AF7537* NAVD 88 ORTHO HEIGHT -     3.737 (meters)       12.26  (feet) ADJUSTED
 AF7537  ______________________________________________________________________
 AF7537  GEOID HEIGHT    -        -28.000 (meters)                     GEOID18
 AF7537  DYNAMIC HEIGHT  -          3.731 (meters)       12.24  (feet) COMP
 AF7537  MODELED GRAVITY -    979,166.1   (mgal)                       NAVD 88
 AF7537
 AF7537  VERT ORDER      -  SECOND    CLASS I
 AF7537
 AF7537.The horizontal coordinates were established by autonomous hand held GPS
 AF7537.observations and have an estimated accuracy of +/- 10 meters.
 AF7537
 AF7537.The orthometric height was determined by differential leveling and
 AF7537.adjusted by the NATIONAL GEODETIC SURVEY
 AF7537.in September 1996.
 AF7537
 AF7537.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7537.GEOID18 height accuracy estimate available here.
 AF7537
 AF7537.This Tidal Bench Mark is designated as VM 5392
 AF7537.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7537
 AF7537.Click photographs - Photos may exist for this station.
 AF7537
 AF7537.The dynamic height is computed by dividing the NAVD 88
 AF7537.geopotential number by the normal gravity value computed on the
 AF7537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7537.degrees latitude (g = 980.6199 gals.).
 AF7537
 AF7537.The modeled gravity was interpolated from observed gravity values.
 AF7537
 AF7537;                    North         East    Units  Estimated Accuracy
 AF7537;SPC FL E     -   391,853.      249,689.      MT  (+/- 10 meters HH2 GPS)
 AF7537
 AF7537_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4967182851(NAD 83)
 AF7537
 AF7537                          SUPERSEDED SURVEY CONTROL
 AF7537
 AF7537  NGVD 29 (09/01/92)    4.165  (m)           13.66   (f) ADJUSTED    2 1
 AF7537
 AF7537.Superseded values are not recommended for survey control.
 AF7537
 AF7537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7537.See file dsdata.pdf to determine how the superseded data were derived.
 AF7537
 AF7537_STAMPING: 1994 H 1986
 AF7537_MARK LOGO: NOS
 AF7537_PROJECTION: PROJECTING 3 CENTIMETERS
 AF7537_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF7537+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 AF7537_ROD/PIPE-DEPTH: 17.1 meters
 AF7537
 AF7537  HISTORY     - Date     Condition        Report By
 AF7537  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7537  HISTORY     - 20020124 GOOD             USPSQD
 AF7537  HISTORY     - 20050820 GOOD             FLDEP
 AF7537  HISTORY     - 20060408 GOOD             GEOCAC
 AF7537  HISTORY     - 20190912 MARK NOT FOUND   INDIV
 AF7537
 AF7537                          STATION DESCRIPTION
 AF7537
 AF7537'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7537'4.35 MI NORTH FROM SEBASTIAN.
 AF7537'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER SEBASTIAN
 AF7537'CREEK, GO 0.95 MILE NORTH ON U.S. 1 TO THE MARK.  THE MARK BEARS 29
 AF7537'FEET EAST OF THE CENTERLINE OF U.S. 1 NORTHBOUND, 27 FEET NORTH OF
 AF7537'THE CENTERLINE OF THE DRIVEWAY FOR MINERS MARINA AT 8685 U.S.
 AF7537'HIGHWAY 1, 3.2 FEET NORTH OF A POWER POLE, 59 FEET NORTH OF THE
 AF7537'EXTENDED CENTERLINE OF DAYTONA BOULEVARD AND ABOUT 585 FEET SOUTH OF
 AF7537'TIDAL BENCH MARK 1994 G 1986.
 AF7537
 AF7537                          STATION RECOVERY (2002)
 AF7537
 AF7537'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF7537'RECOVERED IN GOOD CONDITION.
 AF7537
 AF7537                          STATION RECOVERY (2005)
 AF7537
 AF7537'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (TCB)
 AF7537'THE MARK IS ABOUT 4.3 MI (6.9 KM) NORTH OF SEBASTIAN, IN SECTION 14,
 AF7537'TOWNSHIP 30 SOUTH RANGE 38 EAST.
 AF7537'
 AF7537'TO REACH THE MARK FROM THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER
 AF7537'SAINT SEBASTIAN RIVER ABOUT 3.0 MI (4.8 KM) NORTH OF SEBASTIAN, GO
 AF7537'NORTH ON U.S. HIGHWAY 1 FOR 0.95 MI (1.5 KM) TO SEBASTIAN INLET MARINA
 AF7537'BOAT STORAGE FACILITY ON THE RIGHT AND THE MARK, A NOS BENCH MARK DISK
 AF7537'CRIMPED TO THE TOP OF A STAINLESS STEEL ROD ENCASED IN A 4-INCH (10
 AF7537'CM) PVC PIPE AND CONCRETE KICKBLOCK.
 AF7537'
 AF7537'LOCATED 585.0 FT (178.3 M) SOUTH OF NOS BENCH MARK 1994 G 1986, 59.0
 AF7537'FT (18.0 M) NORTH OF THE EXTENDED CENTERLINE OF DAYTONA BOULEVARD,
 AF7537'29.0 FT (8.8 M) EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF U.S.
 AF7537'HIGHWAY 1, 27.0 FT (8.2 M) NORTH OF THE CENTERLINE OF THE DRIVEWAY
 AF7537'INTO SEBASTIAN INLET MARINA AT 8685 U.S. HIGHWAY 1 AND 3.2 FT (1.0 M)
 AF7537'NORTH OF A WOODEN POWER POLE.
 AF7537
 AF7537                          STATION RECOVERY (2006)
 AF7537
 AF7537'RECOVERY NOTE BY GEOCACHING 2006 (NJE)
 AF7537'RECOVERED IN GOOD CONDITION.
 AF7537
 AF7537                          STATION RECOVERY (2019)
 AF7537
 AF7537'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AF7537'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6814 ***********************************************************************
 AF6814  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6814  DESIGNATION -  872 1994 TIDAL 1
 AF6814  PID         -  AF6814
 AF6814  STATE/COUNTY-  FL/BREVARD
 AF6814  COUNTRY     -  US
 AF6814  USGS QUAD   -  SEBASTIAN (2018)
 AF6814
 AF6814                         *CURRENT SURVEY CONTROL
 AF6814  ______________________________________________________________________
 AF6814* NAD 83(1986) POSITION- 27 52 25.2    (N) 080 29 47.5    (W)   HD_HELD2
 AF6814* NAVD 88 ORTHO HEIGHT -     0.595 (meters)        1.95  (feet) ADJUSTED
 AF6814  ______________________________________________________________________
 AF6814  GEOID HEIGHT    -        -28.006 (meters)                     GEOID18
 AF6814  DYNAMIC HEIGHT  -          0.594 (meters)        1.95  (feet) COMP
 AF6814  MODELED GRAVITY -    979,166.3   (mgal)                       NAVD 88
 AF6814
 AF6814  VERT ORDER      -  SECOND    CLASS I
 AF6814
 AF6814.The horizontal coordinates were established by autonomous hand held GPS
 AF6814.observations and have an estimated accuracy of +/- 10 meters.
 AF6814
 AF6814.The orthometric height was determined by differential leveling and
 AF6814.adjusted by the NATIONAL GEODETIC SURVEY
 AF6814.in June 1991.
 AF6814
 AF6814.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6814.GEOID18 height accuracy estimate available here.
 AF6814
 AF6814.This Tidal Bench Mark is designated as VM 5388
 AF6814.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6814
 AF6814.Click photographs - Photos may exist for this station.
 AF6814
 AF6814.The dynamic height is computed by dividing the NAVD 88
 AF6814.geopotential number by the normal gravity value computed on the
 AF6814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6814.degrees latitude (g = 980.6199 gals.).
 AF6814
 AF6814.The modeled gravity was interpolated from observed gravity values.
 AF6814
 AF6814;                    North         East    Units  Estimated Accuracy
 AF6814;SPC FL E     -   392,312.      249,578.      MT  (+/- 10 meters HH2 GPS)
 AF6814
 AF6814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4956083309(NAD 83)
 AF6814
 AF6814                          SUPERSEDED SURVEY CONTROL
 AF6814
 AF6814  NGVD 29 (09/01/92)    1.023  (m)            3.36   (f) ADJUSTED    2 1
 AF6814
 AF6814.Superseded values are not recommended for survey control.
 AF6814
 AF6814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6814.See file dsdata.pdf to determine how the superseded data were derived.
 AF6814
 AF6814_MARKER: DB = BENCH MARK DISK
 AF6814_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6814_SP_SET: BULKHEAD
 AF6814_STAMPING: NO 1 1972
 AF6814_MARK LOGO: CGS
 AF6814_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6814+STABILITY: SURFACE MOTION
 AF6814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6814+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2019
 AF6814
 AF6814  HISTORY     - Date     Condition        Report By
 AF6814  HISTORY     - 1972     MONUMENTED       NOS
 AF6814  HISTORY     - 1979     GOOD             FLDNR
 AF6814  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6814  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6814  HISTORY     - 20050820 POOR             FLDEP
 AF6814  HISTORY     - 20190912 GOOD             INDIV
 AF6814
 AF6814                          STATION DESCRIPTION
 AF6814
 AF6814'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6814'4.7 MI NORTH FROM SEBASTIAN.
 AF6814'BEGIN AT THE NORTH END OF U.S. HIGHWAY 1 BRIDGE OVER SEBASTIAN CREEK,
 AF6814'PROCEED 1.33 MILES NORTH ALONG U.S. 1 TO THE NEPTUNE YACHT
 AF6814'BASIN AND THE MARK. THE MARK BEARS 128.7 FEET EAST OF THE JUNCTION OF
 AF6814'THE PIER WITH THE BULKHEAD, 7.5 FEET NORTH OF THE SOUTH EDGE OF THE
 AF6814'PIER, AND 0.6 FEET SOUTH OF THE NORTH EDGE OF THE L SECTION AT EAST
 AF6814'END OF BULKHEAD.
 AF6814
 AF6814                          STATION RECOVERY (1988)
 AF6814
 AF6814'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6814'MARK NOT FOUND.
 AF6814
 AF6814                          STATION RECOVERY (1989)
 AF6814
 AF6814'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6814'MARK NOT FOUND.
 AF6814
 AF6814                          STATION RECOVERY (2005)
 AF6814
 AF6814'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (TCB)
 AF6814'THE MARK IS ABOUT 4.3 MI (6.9 KM) NORTH OF SEBASTIAN, IN SECTION 14,
 AF6814'TOWNSHIP 30 SOUTH, RANGE 38 EAST.
 AF6814'
 AF6814'TO REACH THE MARK FROM THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER
 AF6814'SAINT SEBASTIAN RIVER ABOUT 3.0 MI (4.8 KM) NORTH OF SEBASTIAN, GO
 AF6814'NORTH ON U.S. HIGHWAY 1 FOR 1.3 MI (2.1 KM) TO THE SEBASTIAN RIVER
 AF6814'MARINA AT 8525 U.S. HIGHWAY 1 ON THE RIGHT AND THE MARK, A CGS BENCH
 AF6814'MARK DISK SET FLUSH IN THE L-SECTION OF THE EAST END OF THE CONCRETE
 AF6814'PORTION OF THE NORTHEAST FUEL PIER AND UNDER THE NORTH EDGE OF THE
 AF6814'WOODEN DECK IMMEDIATELY EAST OF THE FUEL PUMPS.
 AF6814'
 AF6814'LOCATED 128.7 FT (39.2 M) EAST OF THE JUNCTION OF THE PIER WITH THE
 AF6814'BULKHEAD, 7.5 FT (2.3 M) NORTH OF THE SOUTH EDGE OF THE PIER AND 0.6
 AF6814'FT (18 CM) SOUTH OF THE NORTH EDGE OF THE L-SECTION.
 AF6814
 AF6814                          STATION RECOVERY (2019)
 AF6814
 AF6814'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AF6814'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6811 ***********************************************************************
 AF6811  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6811  DESIGNATION -  872 1994 TIDAL 2
 AF6811  PID         -  AF6811
 AF6811  STATE/COUNTY-  FL/BREVARD
 AF6811  COUNTRY     -  US
 AF6811  USGS QUAD   -  SEBASTIAN (2018)
 AF6811
 AF6811                         *CURRENT SURVEY CONTROL
 AF6811  ______________________________________________________________________
 AF6811* NAD 83(1986) POSITION- 27 52 23.9    (N) 080 29 50.6    (W)   HD_HELD2
 AF6811* NAVD 88 ORTHO HEIGHT -     3.651 (meters)       11.98  (feet) ADJUSTED
 AF6811  ______________________________________________________________________
 AF6811  GEOID HEIGHT    -        -28.004 (meters)                     GEOID18
 AF6811  DYNAMIC HEIGHT  -          3.646 (meters)       11.96  (feet) COMP
 AF6811  MODELED GRAVITY -    979,166.3   (mgal)                       NAVD 88
 AF6811
 AF6811  VERT ORDER      -  SECOND    CLASS I
 AF6811
 AF6811.The horizontal coordinates were established by autonomous hand held GPS
 AF6811.observations and have an estimated accuracy of +/- 10 meters.
 AF6811
 AF6811.The orthometric height was determined by differential leveling and
 AF6811.adjusted by the NATIONAL GEODETIC SURVEY
 AF6811.in August 2011.
 AF6811
 AF6811.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6811.GEOID18 height accuracy estimate available here.
 AF6811
 AF6811.This Tidal Bench Mark is designated as VM 5389
 AF6811.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6811
 AF6811.Click photographs - Photos may exist for this station.
 AF6811
 AF6811.The dynamic height is computed by dividing the NAVD 88
 AF6811.geopotential number by the normal gravity value computed on the
 AF6811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6811.degrees latitude (g = 980.6199 gals.).
 AF6811
 AF6811.The modeled gravity was interpolated from observed gravity values.
 AF6811
 AF6811;                    North         East    Units  Estimated Accuracy
 AF6811;SPC FL E     -   392,271.      249,493.      MT  (+/- 10 meters HH2 GPS)
 AF6811
 AF6811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4947683269(NAD 83)
 AF6811
 AF6811                          SUPERSEDED SURVEY CONTROL
 AF6811
 AF6811  NAVD 88 (06/15/91)    3.661  (m)           12.01   (f) SUPERSEDED  2 1
 AF6811  NGVD 29 (09/01/92)    4.089  (m)           13.42   (f) ADJUSTED    2 1
 AF6811
 AF6811.Superseded values are not recommended for survey control.
 AF6811
 AF6811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6811.See file dsdata.pdf to determine how the superseded data were derived.
 AF6811
 AF6811_MARKER: DB = BENCH MARK DISK
 AF6811_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF6811+WITH SETTING: PAVEMENT
 AF6811_SP_SET: SIGN POLE BASE
 AF6811_STAMPING: NO 2 1972
 AF6811_MARK LOGO: CGS
 AF6811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6811+STABILITY: SURFACE MOTION
 AF6811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6811+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2019
 AF6811
 AF6811  HISTORY     - Date     Condition        Report By
 AF6811  HISTORY     - 1972     MONUMENTED       NOS
 AF6811  HISTORY     - 1979     GOOD             FLDNR
 AF6811  HISTORY     - 1984     GOOD             FLDNR
 AF6811  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6811  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6811  HISTORY     - 20050820 GOOD             FLDEP
 AF6811  HISTORY     - 20190912 GOOD             INDIV
 AF6811
 AF6811                          STATION DESCRIPTION
 AF6811
 AF6811'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6811'4.7 MI NORTH FROM SEBASTIAN.
 AF6811'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER SEBASTIAN
 AF6811'CREEK, PROCEED 1.33 MILES NORTH ALONG U.S. 1 TO THE NEPTUNE YACHT
 AF6811'BASIN AND THE MARK. THE MARK BEARS 28.8 FEET EAST OF U.S. 1 NORTHBOUND
 AF6811'LANE CENTERLINE, 22.5 FEET NORTH OF YACHT BASIN ENTRANCE CENTERLINE,
 AF6811'AND 0.9 FOOT EAST SOUTHEAST OF THE BASE OF A -STANDARD OIL- SIGN.
 AF6811
 AF6811                          STATION RECOVERY (1984)
 AF6811
 AF6811'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6811'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE SIGN IS GONE.
 AF6811
 AF6811                          STATION RECOVERY (1988)
 AF6811
 AF6811'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6811'MARK NOT FOUND.
 AF6811
 AF6811                          STATION RECOVERY (1989)
 AF6811
 AF6811'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6811'MARK NOT FOUND.
 AF6811
 AF6811                          STATION RECOVERY (2005)
 AF6811
 AF6811'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (TCB)
 AF6811'THE MARK IS ABOUT 4.7 MI (7.6 KM) NORTH OF SEBASTIAN, IN SECTION 14,
 AF6811'TOWNSHIP 30 SOUTH, RANGE 38  EAST.
 AF6811'
 AF6811'TO REACH THE MARK FROM THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER
 AF6811'SAINT SEBASTIAN  RIVER ABOUT 3.0 MI (4.8 KM) NORTH OF SEBASTIAN, GO
 AF6811'NORTH ON U.S. HIGHWAY 1 FOR 1.3 MI (2.1 KM) TO THE  SEBASTIAN RIVER
 AF6811'MARINA AT 8525 U.S. HIGHWAY 1 ON THE RIGHT AND THE MARK, A CGS BENCH
 AF6811'MARK DISK SET FLUSH IN THE TOP OF A CONCRETE BASE OF A SIGN POLE.
 AF6811'
 AF6811'LOCATED 28.8 FT (8.8 M) EAST OF THE APPROXIMATE CENTERLINE OF U.S.
 AF6811'HIGHWAY 1 NORTHBOUND LANES, 22.5 FT (6.9 M) NORTH OF THE APPROXIMATE
 AF6811'CENTERLINE OF THE ENTRANCE DRIVE INTO SEBASTIAN RIVER  MARINA AND 3.8
 AF6811'FT (1.2 M) WEST OF A CARSONITE WITNESS POST.
 AF6811
 AF6811                          STATION RECOVERY (2019)
 AF6811
 AF6811'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AF6811'THE MARK IS 11 INCHES (28 CM) EAST OF A 6-INCH (15 CM) METAL POLE AND
 AF6811'9 INCHES (23 CM) BELOW THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6810 ***********************************************************************
 AF6810  DESIGNATION -  872 1994 TIDAL 3
 AF6810  PID         -  AF6810
 AF6810  STATE/COUNTY-  FL/BREVARD
 AF6810  COUNTRY     -  US
 AF6810  USGS QUAD   -  SEBASTIAN (2018)
 AF6810
 AF6810                         *CURRENT SURVEY CONTROL
 AF6810  ______________________________________________________________________
 AF6810* NAD 83(1986) POSITION- 27 52 27.     (N) 080 29 52.     (W)   SCALED
 AF6810* NAVD 88 ORTHO HEIGHT -     3.456 (meters)       11.34  (feet) ADJUSTED
 AF6810  ______________________________________________________________________
 AF6810  GEOID HEIGHT    -        -28.005 (meters)                     GEOID18
 AF6810  DYNAMIC HEIGHT  -          3.451 (meters)       11.32  (feet) COMP
 AF6810  MODELED GRAVITY -    979,166.3   (mgal)                       NAVD 88
 AF6810
 AF6810  VERT ORDER      -  SECOND    CLASS I
 AF6810
 AF6810.The horizontal coordinates were scaled from a map and have
 AF6810.an estimated accuracy of +/- 6 seconds.
 AF6810
 AF6810.The orthometric height was determined by differential leveling and
 AF6810.adjusted by the NATIONAL GEODETIC SURVEY
 AF6810.in June 1991.
 AF6810
 AF6810.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6810.GEOID18 height accuracy estimate available here.
 AF6810
 AF6810.Click photographs - Photos may exist for this station.
 AF6810
 AF6810.The dynamic height is computed by dividing the NAVD 88
 AF6810.geopotential number by the normal gravity value computed on the
 AF6810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6810.degrees latitude (g = 980.6199 gals.).
 AF6810
 AF6810.The modeled gravity was interpolated from observed gravity values.
 AF6810
 AF6810;                    North         East    Units  Estimated Accuracy
 AF6810;SPC FL E     -   392,370.      249,450.      MT  (+/- 180 meters Scaled)
 AF6810
 AF6810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL494833(NAD 83)
 AF6810
 AF6810                          SUPERSEDED SURVEY CONTROL
 AF6810
 AF6810  NGVD 29 (09/01/92)    3.883  (m)           12.74   (f) ADJUSTED    2 1
 AF6810
 AF6810.Superseded values are not recommended for survey control.
 AF6810
 AF6810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6810.See file dsdata.pdf to determine how the superseded data were derived.
 AF6810
 AF6810_MARKER: DB = BENCH MARK DISK
 AF6810_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF6810_SP_SET: CATCH BASIN
 AF6810_STAMPING: NO 3 1972
 AF6810_MARK LOGO: CGS
 AF6810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6810
 AF6810  HISTORY     - Date     Condition        Report By
 AF6810  HISTORY     - 1972     MONUMENTED       NOS
 AF6810  HISTORY     - 1979     GOOD             FLDNR
 AF6810  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6810  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6810  HISTORY     - 20190912 MARK NOT FOUND   INDIV
 AF6810
 AF6810                          STATION DESCRIPTION
 AF6810
 AF6810'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6810'4.7 MI NORTH FROM SEBASTIAN.
 AF6810'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER SEBASTIAN
 AF6810'CREEK, PROCEED 1.33 MILES NORTH ALONG U.S. 1 TO THE NEPTUNE YACHT
 AF6810'BASIN AND THE MARK. THE MARK BEARS 33.5 FEET EAST OF U.S. 1 SOUTHBOUND
 AF6810'LANE CENTERLINE, 31.7 FEET WEST OF U.S. 1 NORTHBOUND LANE CENTERLINE,
 AF6810'AND 83.0 FEET NORTH OF THE SOUTH END OF THE TRAFFIC ISLAND ACROSS FROM
 AF6810'YACHT BASIN ENTRANCE.
 AF6810
 AF6810                          STATION RECOVERY (1988)
 AF6810
 AF6810'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6810'MARK NOT FOUND.
 AF6810
 AF6810                          STATION RECOVERY (1989)
 AF6810
 AF6810'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6810'MARK NOT FOUND.
 AF6810
 AF6810                          STATION RECOVERY (2019)
 AF6810
 AF6810'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AF6810'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6812 ***********************************************************************
 AF6812  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6812  DESIGNATION -  872 1994 TIDAL 4
 AF6812  PID         -  AF6812
 AF6812  STATE/COUNTY-  FL/BREVARD
 AF6812  COUNTRY     -  US
 AF6812  USGS QUAD   -  SEBASTIAN (2018)
 AF6812
 AF6812                         *CURRENT SURVEY CONTROL
 AF6812  ______________________________________________________________________
 AF6812* NAD 83(1986) POSITION- 27 52 28.     (N) 080 29 52.     (W)   SCALED
 AF6812* NAVD 88 ORTHO HEIGHT -     0.969 (meters)        3.18  (feet) ADJUSTED
 AF6812  ______________________________________________________________________
 AF6812  GEOID HEIGHT    -        -28.005 (meters)                     GEOID18
 AF6812  DYNAMIC HEIGHT  -          0.968 (meters)        3.18  (feet) COMP
 AF6812  MODELED GRAVITY -    979,166.3   (mgal)                       NAVD 88
 AF6812
 AF6812  VERT ORDER      -  SECOND    CLASS I
 AF6812
 AF6812.The horizontal coordinates were scaled from a map and have
 AF6812.an estimated accuracy of +/- 6 seconds.
 AF6812
 AF6812.The orthometric height was determined by differential leveling and
 AF6812.adjusted by the NATIONAL GEODETIC SURVEY
 AF6812.in June 1991.
 AF6812
 AF6812.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6812.GEOID18 height accuracy estimate available here.
 AF6812
 AF6812.This Tidal Bench Mark is designated as VM 5390
 AF6812.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6812
 AF6812.Click photographs - Photos may exist for this station.
 AF6812
 AF6812.The dynamic height is computed by dividing the NAVD 88
 AF6812.geopotential number by the normal gravity value computed on the
 AF6812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6812.degrees latitude (g = 980.6199 gals.).
 AF6812
 AF6812.The modeled gravity was interpolated from observed gravity values.
 AF6812
 AF6812;                    North         East    Units  Estimated Accuracy
 AF6812;SPC FL E     -   392,400.      249,450.      MT  (+/- 180 meters Scaled)
 AF6812
 AF6812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL494833(NAD 83)
 AF6812
 AF6812                          SUPERSEDED SURVEY CONTROL
 AF6812
 AF6812  NGVD 29 (09/01/92)    1.397  (m)            4.58   (f) ADJUSTED    2 1
 AF6812
 AF6812.Superseded values are not recommended for survey control.
 AF6812
 AF6812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6812.See file dsdata.pdf to determine how the superseded data were derived.
 AF6812
 AF6812_MARKER: DB = BENCH MARK DISK
 AF6812_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6812_SP_SET: SEAWALL
 AF6812_STAMPING: NO 4 1972
 AF6812_MARK LOGO: CGS
 AF6812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6812+STABILITY: SURFACE MOTION
 AF6812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6812+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2005
 AF6812
 AF6812  HISTORY     - Date     Condition        Report By
 AF6812  HISTORY     - 1972     MONUMENTED       NOS
 AF6812  HISTORY     - 1979     GOOD             FLDNR
 AF6812  HISTORY     - 1984     GOOD             FLDNR
 AF6812  HISTORY     - 1988     GOOD             USPSQD
 AF6812  HISTORY     - 1989     GOOD             USPSQD
 AF6812  HISTORY     - 20050820 GOOD             FLDEP
 AF6812  HISTORY     - 20190912 MARK NOT FOUND   INDIV
 AF6812
 AF6812                          STATION DESCRIPTION
 AF6812
 AF6812'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6812'4.7 MI NORTH FROM SEBASTIAN.
 AF6812'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER SEBASTIAN
 AF6812'CREEK, PROCEED 1.33 MILES NORTH ALONG U.S. 1 TO THE NEPTUNE YACHT
 AF6812'BASIN AND THE MARK. THE MARK BEARS 45.3 FEET NORTHWEST OF THE
 AF6812'NORTHWEST CORNER OF THE MARINA OFFICE BUILDING, 15.6 FEET EAST OF THE
 AF6812'WEST END OF THE SEAWALL, AND 4.0 FEET NORTHWEST OF A TELEPHONE POLE.
 AF6812
 AF6812                          STATION RECOVERY (1984)
 AF6812
 AF6812'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6812'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE NEPTUNE YACHT
 AF6812'BASIN IS NOW SUMMIT LANDINGS AND THE MARK BEARS 45.3 FEET WEST OF THE
 AF6812'NORTHWEST CORNER OF THE RESTUARANT.
 AF6812
 AF6812                          STATION RECOVERY (1988)
 AF6812
 AF6812'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6812'RECOVERED IN GOOD CONDITION.
 AF6812
 AF6812                          STATION RECOVERY (1989)
 AF6812
 AF6812'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6812'RECOVERED IN GOOD CONDITION.
 AF6812
 AF6812                          STATION RECOVERY (2005)
 AF6812
 AF6812'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (TCB)
 AF6812'THE MARK IS ABOUT 4.3 MI (6.9 KM) NORTH OF SEBASTIAN, IN SECTION 14,
 AF6812'TOWNSHIP 30 SOUTH, RANGE 38 EAST.
 AF6812'
 AF6812'TO REACH THE MARK FROM THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER
 AF6812'SAINT SEBASTIAN RIVER ABOUT 3.0 MI (4.8 KM) NORTH OF SEBASTIAN, GO
 AF6812'NORTH ON U.S. HIGHWAY 1 FOR 1.3 MI (2.1 KM) TO THE SEBASTIAN RIVER
 AF6812'MARINA AT 8525 U.S. HIGHWAY 1 ON THE RIGHT AND THE MARK, A CGS BENCH
 AF6812'MARK DISK SET FLUSH IN THE CONCRETE SEAWALL ON THE NORTH SIDE OF THE
 AF6812'SUMMIT LANDINGS RESTAURANT AT THE SEBASTIAN RIVER MARINA.
 AF6812'
 AF6812'LOCATED 45.3 FT (13.8 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AF6812'MARINA OFFICE BUILDING, 27.5 FT (8.4 M) NORTHWEST OF THE NORTHWEST
 AF6812'CORNER OF THE ONE STORY RESTAURANT BUILDING, 15.6 FT (4.8 M) EAST OF
 AF6812'THE WEST END OF THE SEAWALL, 13.5 FT (4.1 M) NORTHWEST OF A 3.0 FT
 AF6812'(0.9 M) SQUARE CONCRETE SLAB FOR A SUMP PUMP AND 4.0 FT (1.2 M)
 AF6812'NORTHWEST OF A WOODEN POWER POLE WITH 2 GUY WIRES.
 AF6812
 AF6812                          STATION RECOVERY (2019)
 AF6812
 AF6812'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AF6812'THE MARK WAS SEARCHED FOR AND NOT FOUND.  A MASSIVE AMOUNT OF DEBRIS
 AF6812'WAS DISCOVERED IN THE LOCATION DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6813 ***********************************************************************
 AF6813  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6813  DESIGNATION -  872 1994 TIDAL 5
 AF6813  PID         -  AF6813
 AF6813  STATE/COUNTY-  FL/BREVARD
 AF6813  COUNTRY     -  US
 AF6813  USGS QUAD   -  SEBASTIAN (2018)
 AF6813
 AF6813                         *CURRENT SURVEY CONTROL
 AF6813  ______________________________________________________________________
 AF6813* NAD 83(1986) POSITION- 27 52 24.5    (N) 080 29 48.7    (W)   HD_HELD2
 AF6813* NAVD 88 ORTHO HEIGHT -     0.635 (meters)        2.08  (feet) ADJUSTED
 AF6813  ______________________________________________________________________
 AF6813  GEOID HEIGHT    -        -28.005 (meters)                     GEOID18
 AF6813  DYNAMIC HEIGHT  -          0.634 (meters)        2.08  (feet) COMP
 AF6813  MODELED GRAVITY -    979,166.3   (mgal)                       NAVD 88
 AF6813
 AF6813  VERT ORDER      -  SECOND    CLASS I
 AF6813
 AF6813.The horizontal coordinates were established by autonomous hand held GPS
 AF6813.observations and have an estimated accuracy of +/- 10 meters.
 AF6813
 AF6813.The orthometric height was determined by differential leveling and
 AF6813.adjusted by the NATIONAL GEODETIC SURVEY
 AF6813.in June 1991.
 AF6813
 AF6813.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6813.GEOID18 height accuracy estimate available here.
 AF6813
 AF6813.This Tidal Bench Mark is designated as VM 5391
 AF6813.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6813
 AF6813.Click photographs - Photos may exist for this station.
 AF6813
 AF6813.The dynamic height is computed by dividing the NAVD 88
 AF6813.geopotential number by the normal gravity value computed on the
 AF6813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6813.degrees latitude (g = 980.6199 gals.).
 AF6813
 AF6813.The modeled gravity was interpolated from observed gravity values.
 AF6813
 AF6813;                    North         East    Units  Estimated Accuracy
 AF6813;SPC FL E     -   392,290.      249,545.      MT  (+/- 10 meters HH2 GPS)
 AF6813
 AF6813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL4952783288(NAD 83)
 AF6813
 AF6813                          SUPERSEDED SURVEY CONTROL
 AF6813
 AF6813  NGVD 29 (09/01/92)    1.063  (m)            3.49   (f) ADJUSTED    2 1
 AF6813
 AF6813.Superseded values are not recommended for survey control.
 AF6813
 AF6813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6813.See file dsdata.pdf to determine how the superseded data were derived.
 AF6813
 AF6813_MARKER: DB = BENCH MARK DISK
 AF6813_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6813_SP_SET: SEAWALL
 AF6813_STAMPING: NO 5 1972
 AF6813_MARK LOGO: CGS
 AF6813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6813+STABILITY: SURFACE MOTION
 AF6813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6813+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2025
 AF6813
 AF6813  HISTORY     - Date     Condition        Report By
 AF6813  HISTORY     - 1972     MONUMENTED       NOS
 AF6813  HISTORY     - 1979     GOOD             FLDNR
 AF6813  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6813  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6813  HISTORY     - 20130718 GOOD             MOREKL
 AF6813  HISTORY     - 20190912 GOOD             INDIV
 AF6813  HISTORY     - 20230129 GOOD             USPSQD
 AF6813  HISTORY     - 20250130 GOOD             USPSQD
 AF6813
 AF6813                          STATION DESCRIPTION
 AF6813
 AF6813'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6813'4.7 MI NORTH FROM SEBASTIAN.
 AF6813'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER SEBASTIAN
 AF6813'CREEK, PROCEED 1.33 MILES NORTH ALONG U.S. 1 TO THE NEPTUNE YACHT
 AF6813'BASIN AND THE MARK. THE MARK BEARS 14.0 FEET NORTHEAST OF THE NORTH
 AF6813'EAST CORNER OF THE MARINA OFFICE BUILDING AND 6.0 FEET SOUTH OF THE
 AF6813'NORTHEAST CORNER OF THE SEAWALL.
 AF6813
 AF6813                          STATION RECOVERY (1988)
 AF6813
 AF6813'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6813'MARK NOT FOUND.
 AF6813
 AF6813                          STATION RECOVERY (1989)
 AF6813
 AF6813'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6813'MARK NOT FOUND.
 AF6813
 AF6813                          STATION RECOVERY (2013)
 AF6813
 AF6813'RECOVERY NOTE BY MORGAN AND EKLUND INC 2013 (DV)
 AF6813'TO REACH THE STATION FROM NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER
 AF6813'THE SEBASTIAN RIVER, PROCEED NORTH ON U.S. HIGHWAY 1 FOR 1.3 MILES TO
 AF6813'THE SEBASTIAN RIVER MARINA AND THE MARK ON THE RIGHT. THE MARK IS 4.5'
 AF6813'SOUTH OF THE NORTH END OF A 1' CONCRETE SEAWALL AND 22.0' NORTHEAST OF
 AF6813'THE NORTHEAST CORNER OF A CONCRETE SLAB (REMAINS OF BUILDING).
 AF6813
 AF6813                          STATION RECOVERY (2019)
 AF6813
 AF6813'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AF6813'THE NEPTUNE YACHT BASIN IS NOW THE SEBASTIAN RIVER MARINA.  THE FORMER
 AF6813'MARINA OFFICE BUILDING HAS BEEN REMOVED.
 AF6813
 AF6813                          STATION RECOVERY (2023)
 AF6813
 AF6813'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 AF6813'RECOVERED IN GOOD CONDITION.
 AF6813
 AF6813                          STATION RECOVERY (2025)
 AF6813
 AF6813'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 AF6813'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK6696 ***********************************************************************
 DK6696  DESIGNATION -  872 2004 A TIDAL
 DK6696  PID         -  DK6696
 DK6696  STATE/COUNTY-  FL/BREVARD
 DK6696  COUNTRY     -  US
 DK6696  USGS QUAD   -  SEBASTIAN (2018)
 DK6696
 DK6696                         *CURRENT SURVEY CONTROL
 DK6696  ______________________________________________________________________
 DK6696* NAD 83(1986) POSITION- 27 51 51.     (N) 080 26 58.     (W)   SCALED
 DK6696* NAVD 88 ORTHO HEIGHT -     2.887 (meters)        9.47  (feet) ADJUSTED
 DK6696  ______________________________________________________________________
 DK6696  GEOID HEIGHT    -        -28.069 (meters)                     GEOID18
 DK6696  DYNAMIC HEIGHT  -          2.883 (meters)        9.46  (feet) COMP
 DK6696  MODELED GRAVITY -    979,167.5   (mgal)                       NAVD 88
 DK6696
 DK6696  VERT ORDER      -  FIRST     CLASS II
 DK6696
 DK6696.The horizontal coordinates were scaled from a map and have
 DK6696.an estimated accuracy of +/- 6 seconds.
 DK6696
 DK6696.The orthometric height was determined by differential leveling and
 DK6696.adjusted by the NATIONAL GEODETIC SURVEY
 DK6696.in April 2009.
 DK6696
 DK6696.No vertical observational check was made to the station.
 DK6696
 DK6696.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK6696.GEOID18 height accuracy estimate available here.
 DK6696
 DK6696.Click photographs - Photos may exist for this station.
 DK6696
 DK6696.The dynamic height is computed by dividing the NAVD 88
 DK6696.geopotential number by the normal gravity value computed on the
 DK6696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK6696.degrees latitude (g = 980.6199 gals.).
 DK6696
 DK6696.The modeled gravity was interpolated from observed gravity values.
 DK6696
 DK6696;                    North         East    Units  Estimated Accuracy
 DK6696;SPC FL E     -   391,280.      254,220.      MT  (+/- 180 meters Scaled)
 DK6696
 DK6696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL542822(NAD 83)
 DK6696
 DK6696                          SUPERSEDED SURVEY CONTROL
 DK6696
 DK6696.No superseded survey control is available for this station.
 DK6696
 DK6696_MARKER: F = FLANGE-ENCASED ROD
 DK6696_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK6696_STAMPING: 2004 A 1995
 DK6696_MARK LOGO: NGS
 DK6696_PROJECTION: FLUSH
 DK6696_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK6696_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK6696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK6696+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 DK6696_ROD/PIPE-DEPTH: 12.5 meters
 DK6696
 DK6696  HISTORY     - Date     Condition        Report By
 DK6696  HISTORY     - 1995     MONUMENTED       NGS
 DK6696  HISTORY     - 20060218 GOOD             FLDEP
 DK6696
 DK6696                          STATION DESCRIPTION
 DK6696
 DK6696'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JLM)
 DK6696'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3446 ***********************************************************************
 AF3446  DESIGNATION -  872 2004 TIDAL 1
 AF3446  PID         -  AF3446
 AF3446  STATE/COUNTY-  FL/BREVARD
 AF3446  COUNTRY     -  US
 AF3446  USGS QUAD   -  SEBASTIAN (2018)
 AF3446
 AF3446                         *CURRENT SURVEY CONTROL
 AF3446  ______________________________________________________________________
 AF3446* NAD 83(1986) POSITION- 27 51 39.     (N) 080 26 54.     (W)   SCALED
 AF3446* NAVD 88 ORTHO HEIGHT -     1.265 (meters)        4.15  (feet) ADJUSTED
 AF3446  ______________________________________________________________________
 AF3446  GEOID HEIGHT    -        -28.065 (meters)                     GEOID18
 AF3446  DYNAMIC HEIGHT  -          1.263 (meters)        4.14  (feet) COMP
 AF3446  MODELED GRAVITY -    979,167.3   (mgal)                       NAVD 88
 AF3446
 AF3446  VERT ORDER      -  SECOND    CLASS 0
 AF3446
 AF3446.The horizontal coordinates were scaled from a map and have
 AF3446.an estimated accuracy of +/- 6 seconds.
 AF3446
 AF3446.The orthometric height was determined by differential leveling and
 AF3446.adjusted by the NATIONAL GEODETIC SURVEY
 AF3446.in June 1991.
 AF3446
 AF3446.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3446.GEOID18 height accuracy estimate available here.
 AF3446
 AF3446.Click photographs - Photos may exist for this station.
 AF3446
 AF3446.The dynamic height is computed by dividing the NAVD 88
 AF3446.geopotential number by the normal gravity value computed on the
 AF3446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3446.degrees latitude (g = 980.6199 gals.).
 AF3446
 AF3446.The modeled gravity was interpolated from observed gravity values.
 AF3446
 AF3446;                    North         East    Units  Estimated Accuracy
 AF3446;SPC FL E     -   390,910.      254,330.      MT  (+/- 180 meters Scaled)
 AF3446
 AF3446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL543819(NAD 83)
 AF3446
 AF3446                          SUPERSEDED SURVEY CONTROL
 AF3446
 AF3446  NGVD 29 (??/??/92)    1.697  (m)            5.57   (f) SUPERSEDED  2 0
 AF3446  NGVD 29 (09/01/92)    1.697  (m)            5.57   (f) ADJUSTED    2 0
 AF3446
 AF3446.Superseded values are not recommended for survey control.
 AF3446
 AF3446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3446.See file dsdata.pdf to determine how the superseded data were derived.
 AF3446
 AF3446_MARKER: DB = BENCH MARK DISK
 AF3446_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AF3446_SP_SET: PIER
 AF3446_STAMPING: NO 1 1969
 AF3446_MARK LOGO: CGS
 AF3446_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3446
 AF3446  HISTORY     - Date     Condition        Report By
 AF3446  HISTORY     - 1969     MONUMENTED       CGS
 AF3446  HISTORY     - 1970     GOOD             NGS
 AF3446  HISTORY     - 1971     GOOD             NGS
 AF3446  HISTORY     - 1979     GOOD             FLDNR
 AF3446  HISTORY     - 1980     GOOD             FLDNR
 AF3446  HISTORY     - 19890120 MARK NOT FOUND   USPSQD
 AF3446  HISTORY     - 19950116 MARK NOT FOUND   USPSQD
 AF3446  HISTORY     - 20030113 MARK NOT FOUND   USPSQD
 AF3446
 AF3446                          STATION DESCRIPTION
 AF3446
 AF3446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3446'16 MI S FROM MELBOURNE BEACH.
 AF3446'ABOUT 16.0 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE
 AF3446'POST OFFICE AT SEBASTAIN INLET, ALONG THE NORTH SIDE OF SEBASTIAN
 AF3446'INLET, SET ON THE TOP OF THE CONCRETE BASE OF THE 7TH PIER
 AF3446'SOUTH OF THE NORTH END OF THE BRIDGE OVER THE INLET, 1.2 FEET
 AF3446'SOUTH OF THE NORTHEAST CORNER OF BASE OF PIER AND 10.6 FEET
 AF3446'NORTH OF THE SOUTH EDGE OF THE CONCRETE BASE, ABOUT 1 FOOT
 AF3446'ABOVE THE LEVEL OF THE GROUND.  SEC. 20, T30S, R39E.
 AF3446
 AF3446                          STATION RECOVERY (1971)
 AF3446
 AF3446'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3446'RECOVERED IN GOOD CONDITION.
 AF3446
 AF3446                          STATION RECOVERY (1979)
 AF3446
 AF3446'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3446'RECOVERED IN GOOD CONDITION.
 AF3446
 AF3446                          STATION RECOVERY (1980)
 AF3446
 AF3446'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3446'RECOVERED IN GOOD CONDITION.
 AF3446
 AF3446                          STATION RECOVERY (1989)
 AF3446
 AF3446'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3446'MARK NOT FOUND.
 AF3446
 AF3446                          STATION RECOVERY (1995)
 AF3446
 AF3446'RECOVERY NOTE BY US POWER SQUADRON 1995
 AF3446'MARK NOT FOUND.
 AF3446
 AF3446                          STATION RECOVERY (2003)
 AF3446
 AF3446'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS)
 AF3446'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3447 ***********************************************************************
 AF3447  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3447  DESIGNATION -  872 2004 TIDAL 2
 AF3447  PID         -  AF3447
 AF3447  STATE/COUNTY-  FL/BREVARD
 AF3447  COUNTRY     -  US
 AF3447  USGS QUAD   -  SEBASTIAN (2018)
 AF3447
 AF3447                         *CURRENT SURVEY CONTROL
 AF3447  ______________________________________________________________________
 AF3447* NAD 83(1986) POSITION- 27 51 40.1    (N) 080 26 55.9    (W)   HD_HELD2
 AF3447* NAVD 88 ORTHO HEIGHT -     1.262 (meters)        4.14  (feet) ADJUSTED
 AF3447  ______________________________________________________________________
 AF3447  GEOID HEIGHT    -        -28.065 (meters)                     GEOID18
 AF3447  DYNAMIC HEIGHT  -          1.260 (meters)        4.13  (feet) COMP
 AF3447  MODELED GRAVITY -    979,167.4   (mgal)                       NAVD 88
 AF3447
 AF3447  VERT ORDER      -  FIRST     CLASS II
 AF3447
 AF3447.The horizontal coordinates were established by autonomous hand held GPS
 AF3447.observations and have an estimated accuracy of +/- 10 meters.
 AF3447
 AF3447.The orthometric height was determined by differential leveling and
 AF3447.adjusted by the NATIONAL GEODETIC SURVEY
 AF3447.in April 2009.
 AF3447
 AF3447.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3447.GEOID18 height accuracy estimate available here.
 AF3447
 AF3447.This Tidal Bench Mark is designated as VM 5396
 AF3447.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3447
 AF3447.Click photographs - Photos may exist for this station.
 AF3447
 AF3447.The dynamic height is computed by dividing the NAVD 88
 AF3447.geopotential number by the normal gravity value computed on the
 AF3447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3447.degrees latitude (g = 980.6199 gals.).
 AF3447
 AF3447.The modeled gravity was interpolated from observed gravity values.
 AF3447
 AF3447;                    North         East    Units  Estimated Accuracy
 AF3447;SPC FL E     -   390,944.      254,278.      MT  (+/- 10 meters HH2 GPS)
 AF3447
 AF3447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5425981942(NAD 83)
 AF3447
 AF3447                          SUPERSEDED SURVEY CONTROL
 AF3447
 AF3447  NAVD 88 (06/15/91)    1.262  (m)            4.14   (f) SUPERSEDED  2 0
 AF3447  NGVD 29 (??/??/92)    1.694  (m)            5.56   (f) SUPERSEDED  2 0
 AF3447  NGVD 29 (09/01/92)    1.694  (m)            5.56   (f) ADJUSTED    2 0
 AF3447
 AF3447.Superseded values are not recommended for survey control.
 AF3447
 AF3447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3447.See file dsdata.pdf to determine how the superseded data were derived.
 AF3447
 AF3447_MARKER: DB = BENCH MARK DISK
 AF3447_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AF3447_SP_SET: BRIDGE PIER
 AF3447_STAMPING: NO 2 1969
 AF3447_MARK LOGO: CGS
 AF3447_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF3447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3447_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF3447+SATELLITE: SATELLITE OBSERVATIONS - June 07, 2019
 AF3447
 AF3447  HISTORY     - Date     Condition        Report By
 AF3447  HISTORY     - 1969     MONUMENTED       CGS
 AF3447  HISTORY     - 1970     GOOD             NGS
 AF3447  HISTORY     - 1971     GOOD             NGS
 AF3447  HISTORY     - 1979     GOOD             FLDNR
 AF3447  HISTORY     - 1980     GOOD             FLDNR
 AF3447  HISTORY     - 1984     GOOD             FLDNR
 AF3447  HISTORY     - 1989     GOOD             USPSQD
 AF3447  HISTORY     - 20030113 GOOD             USPSQD
 AF3447  HISTORY     - 20060218 GOOD             FLDEP
 AF3447  HISTORY     - 20190607 GOOD             INDIV
 AF3447
 AF3447                          STATION DESCRIPTION
 AF3447
 AF3447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3447'16 MI S FROM MELBOURNE BEACH.
 AF3447'ABOUT 16.0 MILES SOUTH ALONG STATE HIGHWAY A 1 A FROM THE POST
 AF3447'OFFICE AT MELBOURNE BEACH, ALONG THE NORTH SHORE OF SEBASTIAN
 AF3447'INLET, SET ON THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE
 AF3447'BASE FOR THE 6TH PIER SOUTH OF THE NORTH END OF THE HIGHWAY
 AF3447'BRIDGE OVER THE INLET, 10.5 FEET NORTH OF THE SOUTH EDGE OF THE
 AF3447'BASE AND 1.0 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF THE BASE.
 AF3447'SEC. 20, T30S, R39E.
 AF3447
 AF3447                          STATION RECOVERY (1971)
 AF3447
 AF3447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3447'RECOVERED IN GOOD CONDITION.
 AF3447
 AF3447                          STATION RECOVERY (1979)
 AF3447
 AF3447'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3447'RECOVERED IN GOOD CONDITION.
 AF3447
 AF3447                          STATION RECOVERY (1980)
 AF3447
 AF3447'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3447'RECOVERED IN GOOD CONDITION.
 AF3447
 AF3447                          STATION RECOVERY (1984)
 AF3447
 AF3447'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF3447'RECOVERED IN GOOD CONDITION.
 AF3447
 AF3447                          STATION RECOVERY (1989)
 AF3447
 AF3447'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3447'RECOVERED IN GOOD CONDITION.
 AF3447
 AF3447                          STATION RECOVERY (2003)
 AF3447
 AF3447'RECOVERY NOTE BY US POWER SQUADRON 2003 (KS)
 AF3447'RECOVERED IN GOOD CONDITION.
 AF3447
 AF3447                          STATION RECOVERY (2006)
 AF3447
 AF3447'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AF3447'RECOVERED AS DESCRIBED.
 AF3447
 AF3447                          STATION RECOVERY (2019)
 AF3447
 AF3447'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AF3447'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3497 ***********************************************************************
 AF3497  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3497  DESIGNATION -  872 2029 1
 AF3497  PID         -  AF3497
 AF3497  STATE/COUNTY-  FL/INDIAN RIVER
 AF3497  COUNTRY     -  US
 AF3497  USGS QUAD   -  SEBASTIAN (2018)
 AF3497
 AF3497                         *CURRENT SURVEY CONTROL
 AF3497  ______________________________________________________________________
 AF3497* NAD 83(1986) POSITION- 27 48 39.73   (N) 080 27 51.43   (W)   HD_HELD1
 AF3497* NAVD 88 ORTHO HEIGHT -     1.143 (meters)        3.75  (feet) ADJUSTED
 AF3497  ______________________________________________________________________
 AF3497  GEOID HEIGHT    -        -27.943 (meters)                     GEOID18
 AF3497  DYNAMIC HEIGHT  -          1.141 (meters)        3.74  (feet) COMP
 AF3497  MODELED GRAVITY -    979,162.7   (mgal)                       NAVD 88
 AF3497
 AF3497  VERT ORDER      -  SECOND    CLASS I
 AF3497
 AF3497.The horizontal coordinates were determined by differentially corrected
 AF3497.hand held GPS observations or other comparable positioning techniques
 AF3497.and have an estimated accuracy of +/- 3 meters.
 AF3497
 AF3497.The orthometric height was determined by differential leveling and
 AF3497.adjusted by the NATIONAL GEODETIC SURVEY
 AF3497.in April 2010.
 AF3497
 AF3497.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3497.GEOID18 height accuracy estimate available here.
 AF3497
 AF3497.This Tidal Bench Mark is designated as VM 5400
 AF3497.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3497
 AF3497.Click photographs - Photos may exist for this station.
 AF3497
 AF3497.The dynamic height is computed by dividing the NAVD 88
 AF3497.geopotential number by the normal gravity value computed on the
 AF3497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3497.degrees latitude (g = 980.6199 gals.).
 AF3497
 AF3497.The modeled gravity was interpolated from observed gravity values.
 AF3497
 AF3497;                    North         East    Units  Estimated Accuracy
 AF3497;SPC FL E     -   385,384.8     252,782.8     MT  (+/- 3 meters HH1 GPS) 
 AF3497
 AF3497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5276476385(NAD 83)
 AF3497
 AF3497                          SUPERSEDED SURVEY CONTROL
 AF3497
 AF3497  NAVD 88 (06/15/91)    1.150  (m)            3.77   (f) SUPERSEDED  2 0
 AF3497  NGVD 29 (??/??/92)    1.588  (m)            5.21   (f) SUPERSEDED  2 0
 AF3497  NGVD 29 (09/01/92)    1.588  (m)            5.21   (f) ADJUSTED    2 0
 AF3497
 AF3497.Superseded values are not recommended for survey control.
 AF3497
 AF3497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3497.See file dsdata.pdf to determine how the superseded data were derived.
 AF3497
 AF3497_MARKER: DB = BENCH MARK DISK
 AF3497_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF3497_SP_SET: SEAWALL
 AF3497_STAMPING: NO 1 1969
 AF3497_MARK LOGO: CGS
 AF3497_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF3497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3497+STABILITY: SURFACE MOTION
 AF3497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF3497+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2018
 AF3497
 AF3497  HISTORY     - Date     Condition        Report By
 AF3497  HISTORY     - 1969     MONUMENTED       CGS
 AF3497  HISTORY     - 1970     GOOD             NGS
 AF3497  HISTORY     - 1971     GOOD             NGS
 AF3497  HISTORY     - 1979     GOOD             FLDNR
 AF3497  HISTORY     - 1980     GOOD             FLDNR
 AF3497  HISTORY     - 1989     GOOD             USPSQD
 AF3497  HISTORY     - 19940718 GOOD             USPSQD
 AF3497  HISTORY     - 19940820 GOOD             FLDEP
 AF3497  HISTORY     - 19961205 GOOD             USPSQD
 AF3497  HISTORY     - 19980226 GOOD             USPSQD
 AF3497  HISTORY     - 20011111 GOOD             USPSQD
 AF3497  HISTORY     - 20060517 GOOD             USPSQD
 AF3497  HISTORY     - 20110114 GOOD             FL-061
 AF3497  HISTORY     - 20170120 GOOD             NGS
 AF3497  HISTORY     - 20180122 GOOD             GEOCAC
 AF3497  HISTORY     - 20230130 MARK NOT FOUND   USPSQD
 AF3497
 AF3497                          STATION DESCRIPTION
 AF3497
 AF3497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3497'AT SEBASTIAN.
 AF3497'AT SEBASTIAN, ABOUT 0.1 MILE EAST ALONG CLEVELAND STREET FROM
 AF3497'THE POST OFFICE, AT THE SEBASTIAN HIGHLANDS YATCH CLUB, ALONG
 AF3497'THE SOUTH SIDE OF THE BOAT LANDING SLIP, SET IN THE TOP OF THE
 AF3497'NORTH END OF THE SEAWALL WHICH IS ALONG THE RIVER BANK, 96 FEET
 AF3497'SOUTHEAST OF THE SOUTHEAST CORNER OF THE YATCH CLUB BUILDING,
 AF3497'1.1 FEET SOUTH OF THE NORTH END OF THE WALL AND LEVEL WITH THE
 AF3497'GROUND WEST OF THE WALL.
 AF3497
 AF3497                          STATION RECOVERY (1971)
 AF3497
 AF3497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3497'RECOVERED IN GOOD CONDITION.
 AF3497
 AF3497                          STATION RECOVERY (1979)
 AF3497
 AF3497'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3497'RECOVERED IN GOOD CONDITION.
 AF3497
 AF3497                          STATION RECOVERY (1980)
 AF3497
 AF3497'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3497'RECOVERED IN GOOD CONDITION.
 AF3497
 AF3497                          STATION RECOVERY (1989)
 AF3497
 AF3497'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3497'RECOVERED IN GOOD CONDITION.
 AF3497
 AF3497                          STATION RECOVERY (1994)
 AF3497
 AF3497'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF3497'RECOVERED IN GOOD CONDITION.
 AF3497
 AF3497                          STATION RECOVERY (1994)
 AF3497
 AF3497'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994 (JRH)
 AF3497'THE MARK IS IN SEBASTIAN, IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39
 AF3497'EAST.
 AF3497'
 AF3497'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AF3497'ROAD 512 IN SEBASTIAN, GO NORTH ON U.S. HIGHWAY 1 FOR 0.1 MI (0.2 KM)
 AF3497'TO THE JUNCTION OF CLEVELAND STREET ON THE RIGHT.  TURN RIGHT ON
 AF3497'CLEVELAND STREET AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF
 AF3497'INDIAN RIVER DRIVE.  TURN RIGHT ON INDIAN RIVER DRIVE AND TAKE THE
 AF3497'FIRST LEFT INTO THE PARKING AREA OF THE SEBASTIAN YACHT CLUB AND BOAT
 AF3497'RAMP AT 820 INDIAN RIVER DRIVE AND THE MARK, A CGS BENCH MARK DISK SET
 AF3497'FLUSH IN THE CONCRETE SEAWALL ON THE SOUTH EDGE OF THE BOAT RAMP,
 AF3497'LEVEL WITH THE GROUND.
 AF3497'
 AF3497'LOCATED 96.0 FT (29.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AF3497'SEBASTIAN YACHT CLUB BUILDING, 23.6 NORTH-NORTHWEST OF THE SOUTH END
 AF3497'OF THE CONCRETE SEAWALL AND 1.1 FT (0.3 M) SOUTH OF THE NORTH END OF
 AF3497'THE CONCRETE SEAWALL.
 AF3497
 AF3497                          STATION RECOVERY (1996)
 AF3497
 AF3497'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3497'RECOVERED IN GOOD CONDITION.
 AF3497
 AF3497                          STATION RECOVERY (1998)
 AF3497
 AF3497'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF3497'RECOVERED IN GOOD CONDITION.
 AF3497
 AF3497                          STATION RECOVERY (2001)
 AF3497
 AF3497'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3497'OLD POST OFFICE NOW AN ACE HARDWARE STORE.
 AF3497'SEBASTIAN HIGHLAND YATCH CLUB NOW NAMED SEBASTIAN YATCH CLUB
 AF3497
 AF3497                          STATION RECOVERY (2006)
 AF3497
 AF3497'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRF)
 AF3497'BENCH MARK LOCATED 54 INCHES TO TOP OF THE WATER
 AF3497
 AF3497                          STATION RECOVERY (2011)
 AF3497
 AF3497'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AF3497'RECOVERED IN GOOD CONDITION.
 AF3497
 AF3497                          STATION RECOVERY (2017)
 AF3497
 AF3497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 AF3497'RECOVERED IN GOOD CONDITION.
 AF3497
 AF3497                          STATION RECOVERY (2018)
 AF3497
 AF3497'RECOVERY NOTE BY GEOCACHING 2018 (RLM)
 AF3497'RECOVERED IN GOOD CONDITION.
 AF3497
 AF3497                          STATION RECOVERY (2023)
 AF3497
 AF3497'RECOVERY NOTE BY US POWER SQUADRON 2023 (RH)
 AF3497'PRESUMED DESTROYED WITH THE INSTALLATION OF NEW CONCRETE DECK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3498 ***********************************************************************
 AF3498  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3498  DESIGNATION -  872 2029 2
 AF3498  PID         -  AF3498
 AF3498  STATE/COUNTY-  FL/INDIAN RIVER
 AF3498  COUNTRY     -  US
 AF3498  USGS QUAD   -  SEBASTIAN (2018)
 AF3498
 AF3498                         *CURRENT SURVEY CONTROL
 AF3498  ______________________________________________________________________
 AF3498* NAD 83(1986) POSITION- 27 48 40.08   (N) 080 27 54.12   (W)   HD_HELD1
 AF3498* NAVD 88 ORTHO HEIGHT -     1.162 (meters)        3.81  (feet) ADJUSTED
 AF3498  ______________________________________________________________________
 AF3498  GEOID HEIGHT    -        -27.941 (meters)                     GEOID18
 AF3498  DYNAMIC HEIGHT  -          1.161 (meters)        3.81  (feet) COMP
 AF3498  MODELED GRAVITY -    979,162.7   (mgal)                       NAVD 88
 AF3498
 AF3498  VERT ORDER      -  SECOND    CLASS I
 AF3498
 AF3498.The horizontal coordinates were determined by differentially corrected
 AF3498.hand held GPS observations or other comparable positioning techniques
 AF3498.and have an estimated accuracy of +/- 3 meters.
 AF3498
 AF3498.The orthometric height was determined by differential leveling and
 AF3498.adjusted by the NATIONAL GEODETIC SURVEY
 AF3498.in April 2010.
 AF3498
 AF3498.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3498.GEOID18 height accuracy estimate available here.
 AF3498
 AF3498.This Tidal Bench Mark is designated as VM 5401
 AF3498.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3498
 AF3498.Click photographs - Photos may exist for this station.
 AF3498
 AF3498.The dynamic height is computed by dividing the NAVD 88
 AF3498.geopotential number by the normal gravity value computed on the
 AF3498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3498.degrees latitude (g = 980.6199 gals.).
 AF3498
 AF3498.The modeled gravity was interpolated from observed gravity values.
 AF3498
 AF3498;                    North         East    Units  Estimated Accuracy
 AF3498;SPC FL E     -   385,395.2     252,709.1     MT  (+/- 3 meters HH1 GPS) 
 AF3498
 AF3498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5269176395(NAD 83)
 AF3498
 AF3498                          SUPERSEDED SURVEY CONTROL
 AF3498
 AF3498  NAVD 88 (05/20/94)    1.168  (m)            3.83   (f) SUPERSEDED  1 2
 AF3498  NAVD 88 (06/15/91)    1.160  (m)            3.81   (f) SUPERSEDED  1 2
 AF3498  NGVD 29 (??/??/92)    1.601  (m)            5.25   (f) SUPERSEDED  1 2
 AF3498  NGVD 29 (09/01/92)    1.601  (m)            5.25   (f) ADJUSTED    1 2
 AF3498
 AF3498.Superseded values are not recommended for survey control.
 AF3498
 AF3498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3498.See file dsdata.pdf to determine how the superseded data were derived.
 AF3498
 AF3498_MARKER: DB = BENCH MARK DISK
 AF3498_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AF3498_SP_SET: RETAINING WALL
 AF3498_STAMPING: NO 2 1969
 AF3498_MARK LOGO: CGS
 AF3498_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF3498_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF3498+SATELLITE: SATELLITE OBSERVATIONS - January 26, 2020
 AF3498
 AF3498  HISTORY     - Date     Condition        Report By
 AF3498  HISTORY     - 1969     MONUMENTED       CGS
 AF3498  HISTORY     - 1970     GOOD             NGS
 AF3498  HISTORY     - 1971     GOOD             NGS
 AF3498  HISTORY     - 1979     GOOD             FLDNR
 AF3498  HISTORY     - 1980     GOOD             FLDNR
 AF3498  HISTORY     - 1989     GOOD             USPSQD
 AF3498  HISTORY     - 19910208 GOOD             NGS
 AF3498  HISTORY     - 19940820 GOOD             FLDEP
 AF3498  HISTORY     - 19961205 GOOD             USPSQD
 AF3498  HISTORY     - 19980226 GOOD             USPSQD
 AF3498  HISTORY     - 20011011 GOOD             USPSQD
 AF3498  HISTORY     - 20060517 GOOD             USPSQD
 AF3498  HISTORY     - 20110114 GOOD             FL-061
 AF3498  HISTORY     - 20170120 GOOD             NGS
 AF3498  HISTORY     - 20200126 GOOD             GEOCAC
 AF3498
 AF3498                          STATION DESCRIPTION
 AF3498
 AF3498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3498'AT SEBASTIAN.
 AF3498'AT SEBASTIAN, 0.05 MILE EAST ALONG CLEVELAND STREET FROM THE
 AF3498'POST OFFICE, NEAR THE ENTRANCE DRIVE TO THE SEBASTIAN HIGHLANDS
 AF3498'YACHT CLUB, SET ON THE TOP OF THE WEST END OF THE CONCRETE
 AF3498'SEAWALL WHICH IS ALONG THE NORTH SIDE OF A PARKING AREA AND
 AF3498'THE CLUB HOUSE, 41 FEET EAST OF THE CENTER LINE OF INDIAN RIVER
 AF3498'DRIVE, 1 FOOT EAST OF THE WEST END OF THE WALL, 9 FEET NORTH
 AF3498'OF THE NORTH EDGE OF A BLACK TOPPED PARKING AREA AND LEVEL WITH
 AF3498'THE DRIVE.
 AF3498
 AF3498                          STATION RECOVERY (1971)
 AF3498
 AF3498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3498'RECOVERED IN GOOD CONDITION.
 AF3498
 AF3498                          STATION RECOVERY (1979)
 AF3498
 AF3498'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3498'RECOVERED IN GOOD CONDITION.
 AF3498
 AF3498                          STATION RECOVERY (1980)
 AF3498
 AF3498'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3498'RECOVERED IN GOOD CONDITION.
 AF3498
 AF3498                          STATION RECOVERY (1989)
 AF3498
 AF3498'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3498'RECOVERED IN GOOD CONDITION.
 AF3498
 AF3498                          STATION RECOVERY (1991)
 AF3498
 AF3498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AF3498'IN SEBASTIAN, AT THE INTERSECTION OF INDIAN RIVER DRIVE AND CLEVELAND
 AF3498'STREET, IN TOP OF AND 0.3 M (1.0 FT) NORTHEAST OF THE SOUTHWEST END
 AF3498'OF A CONCRETE RETAINING WALL ALONG THE NORTH SIDE OF A PARKING LOT,
 AF3498'12.4 M (40.7 FT) NORTHEAST OF AND LEVEL WITH THE DRIVE CENTERLINE,
 AF3498'12.2 M (40.0 FT) SOUTHEAST OF THE EXTENDED STREET CENTER, AND 1.6 M
 AF3498'(5.2 FT) NORTHEAST OF A UTILITY POLE WITH 3 GUY WIRES.
 AF3498
 AF3498                          STATION RECOVERY (1994)
 AF3498
 AF3498'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994 (JRH)
 AF3498'THE MARK IS IN SEBASTIAN, IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39
 AF3498'EAST.
 AF3498'
 AF3498'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AF3498'ROAD 512 IN SEBASTIAN, GO NORTH ON U.S. HIGHWAY 1 FOR 0.1 MI (0.2 KM)
 AF3498'TO THE JUNCTION OF CLEVELAND STREET ON THE RIGHT.  TURN RIGHT ON
 AF3498'CLEVELAND STREET AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF
 AF3498'INDIAN RIVER DRIVE.  TURN RIGHT ON INDIAN RIVER DRIVE AND TAKE THE
 AF3498'FIRST LEFT INTO THE PARKING AREA OF THE SEBASTIAN YACHT CLUB AND BOAT
 AF3498'RAMP AT 820 INDIAN RIVER DRIVE AND THE MARK ON THE LEFT, A CGS BENCH
 AF3498'MARK DISK SET FLUSH IN THE CONCRETE RETAINING WALL AT THE NORTHWEST
 AF3498'CORNER OF THE PROPERTY.
 AF3498'
 AF3498'LOCATED 41.0 FT (12.5 M) EAST OF THE CENTERLINE OF INDIAN RIVER DRIVE,
 AF3498'12.9 FT (3.9 M) EAST OF THE EAST EDGE OF A 8.0 FT (2.4 M) CONCRETE
 AF3498'SIDEWALK, 6.9 FT (2.1 M) NORTH OF A 2-INCH (5 CM) EMERGENCY SHUT OFF
 AF3498'WATER VALVE PROJECTING 2.6 FT (0.8 M) ABOVE THE LEVEL OF THE GROUND,
 AF3498'5.7 FT (1.7 M) SOUTHEAST OF AN ELECTRIC METER BOX, 5.4 FT (1.6 M)
 AF3498'EAST-NORTHEAST OF A WOODEN LIGHT POLE AND 1.0 FT (0.3 M) EAST OF THE
 AF3498'WEST END OF THE CONCRETE SEAWALL.
 AF3498
 AF3498                          STATION RECOVERY (1996)
 AF3498
 AF3498'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3498'RECOVERED IN GOOD CONDITION.
 AF3498
 AF3498                          STATION RECOVERY (1998)
 AF3498
 AF3498'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF3498'RECOVERED IN GOOD CONDITION.
 AF3498
 AF3498                          STATION RECOVERY (2001)
 AF3498
 AF3498'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3498'OLD POST OFFICE NOW AN ACE HARDWARE STORE.
 AF3498'SEBASTIAN HIGHLANDS YATCH CLUB NOW CALLED SEBASTIAN YATCH CLUB.
 AF3498
 AF3498                          STATION RECOVERY (2006)
 AF3498
 AF3498'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRF)
 AF3498'THIS IS A TIDAL BENCH.
 AF3498
 AF3498                          STATION RECOVERY (2011)
 AF3498
 AF3498'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AF3498'RECOVERED IN GOOD CONDITION.
 AF3498
 AF3498                          STATION RECOVERY (2017)
 AF3498
 AF3498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 AF3498'RECOVERED IN GOOD CONDITION.
 AF3498
 AF3498                          STATION RECOVERY (2020)
 AF3498
 AF3498'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF3498'THE MARK IS IN A 5-INCH (13 CM) PVC PIPE AND IS 7 INCHES (18 CM) BELOW
 AF3498'THE SURFACE OF THE WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3502 ***********************************************************************
 AF3502  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3502  DESIGNATION -  872 2029 3
 AF3502  PID         -  AF3502
 AF3502  STATE/COUNTY-  FL/INDIAN RIVER
 AF3502  COUNTRY     -  US
 AF3502  USGS QUAD   -  SEBASTIAN (2018)
 AF3502
 AF3502                         *CURRENT SURVEY CONTROL
 AF3502  ______________________________________________________________________
 AF3502* NAD 83(1986) POSITION- 27 48 38.5    (N) 080 27 57.6    (W)   HD_HELD2
 AF3502* NAVD 88 ORTHO HEIGHT -     2.672 (meters)        8.77  (feet) ADJUSTED
 AF3502  ______________________________________________________________________
 AF3502  GEOID HEIGHT    -        -27.939 (meters)                     GEOID18
 AF3502  DYNAMIC HEIGHT  -          2.668 (meters)        8.75  (feet) COMP
 AF3502  MODELED GRAVITY -    979,162.7   (mgal)                       NAVD 88
 AF3502
 AF3502  VERT ORDER      -  SECOND    CLASS I
 AF3502
 AF3502.The horizontal coordinates were established by autonomous hand held GPS
 AF3502.observations and have an estimated accuracy of +/- 10 meters.
 AF3502
 AF3502.The orthometric height was determined by differential leveling and
 AF3502.adjusted by the NATIONAL GEODETIC SURVEY
 AF3502.in June 1991.
 AF3502
 AF3502.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3502.GEOID18 height accuracy estimate available here.
 AF3502
 AF3502.This Tidal Bench Mark is designated as VM 5402
 AF3502.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3502
 AF3502.Click photographs - Photos may exist for this station.
 AF3502
 AF3502.The dynamic height is computed by dividing the NAVD 88
 AF3502.geopotential number by the normal gravity value computed on the
 AF3502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3502.degrees latitude (g = 980.6199 gals.).
 AF3502
 AF3502.The modeled gravity was interpolated from observed gravity values.
 AF3502
 AF3502;                    North         East    Units  Estimated Accuracy
 AF3502;SPC FL E     -   385,346.      252,614.      MT  (+/- 10 meters HH2 GPS)
 AF3502
 AF3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5259676346(NAD 83)
 AF3502
 AF3502                          SUPERSEDED SURVEY CONTROL
 AF3502
 AF3502  NGVD 29 (??/??/92)    3.109  (m)           10.20   (f) SUPERSEDED  2 0
 AF3502  NGVD 29 (09/01/92)    3.112  (m)           10.21   (f) ADJUSTED    2 0
 AF3502
 AF3502.Superseded values are not recommended for survey control.
 AF3502
 AF3502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3502.See file dsdata.pdf to determine how the superseded data were derived.
 AF3502
 AF3502_MARKER: DB = BENCH MARK DISK
 AF3502_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF3502_SP_SET: SIDEWALK
 AF3502_STAMPING: NO 3 1969
 AF3502_MARK LOGO: CGS
 AF3502_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF3502_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF3502+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2025
 AF3502
 AF3502  HISTORY     - Date     Condition        Report By
 AF3502  HISTORY     - 1969     MONUMENTED       CGS
 AF3502  HISTORY     - 1970     GOOD             NGS
 AF3502  HISTORY     - 1971     GOOD             NGS
 AF3502  HISTORY     - 1979     GOOD             FLDNR
 AF3502  HISTORY     - 1980     GOOD             FLDNR
 AF3502  HISTORY     - 1989     GOOD             USPSQD
 AF3502  HISTORY     - 19940718 GOOD             USPSQD
 AF3502  HISTORY     - 19940820 GOOD             FLDEP
 AF3502  HISTORY     - 19961205 GOOD             USPSQD
 AF3502  HISTORY     - 20010412 GOOD             USPSQD
 AF3502  HISTORY     - 20030123 GOOD             USPSQD
 AF3502  HISTORY     - 20060527 GOOD             GEOCAC
 AF3502  HISTORY     - 20101210 MARK NOT FOUND   FL-061
 AF3502  HISTORY     - 20170120 MARK NOT FOUND   NGS
 AF3502  HISTORY     - 20200127 GOOD             GEOCAC
 AF3502  HISTORY     - 20230130 GOOD             USPSQD
 AF3502  HISTORY     - 20250205 GOOD             USPSQD
 AF3502
 AF3502                          STATION DESCRIPTION
 AF3502
 AF3502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3502'AT SEBASTIAN.
 AF3502'AT SEBASTIAN, ABOUT 0.5 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM
 AF3502'THE CITY HALL, THENCE 0.05 MILE EAST ALONG CLEVELAND STREET,
 AF3502'AT THE POST OFFICE, SET IN THE TOP OF THE SOUTHWEST CORNER OF
 AF3502'A CONCRETE WALK WHICH IS ALONG THE NORTH SIDE OF THE POST OFFICE,
 AF3502'50 FEET SOUTH OF THE SOUTH CURB OF THE STREET, 5.8 FEET WEST
 AF3502'OF THE NORTHWEST CORNER OF THE POST OFFICE BUILDING, 2.8 FEET
 AF3502'NORTH OF A FLAGPOLE, 1.3 FEET NORTHEAST OF THE SOUTHWEST CORNER
 AF3502'OF THE WALK AND 3 FEET ABOVE THE LEVEL OF THE STREET.
 AF3502
 AF3502                          STATION RECOVERY (1971)
 AF3502
 AF3502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3502'RECOVERED IN GOOD CONDITION.
 AF3502
 AF3502                          STATION RECOVERY (1979)
 AF3502
 AF3502'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3502'RECOVERED IN GOOD CONDITION.
 AF3502
 AF3502                          STATION RECOVERY (1980)
 AF3502
 AF3502'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3502'RECOVERED IN GOOD CONDITION.
 AF3502
 AF3502                          STATION RECOVERY (1989)
 AF3502
 AF3502'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3502'RECOVERED IN GOOD CONDITION.
 AF3502
 AF3502                          STATION RECOVERY (1994)
 AF3502
 AF3502'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF3502'RECOVERED IN GOOD CONDITION.
 AF3502
 AF3502                          STATION RECOVERY (1994)
 AF3502
 AF3502'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994 (JRH)
 AF3502'THE MARK IS IN SEBASTIAN, IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39
 AF3502'EAST.
 AF3502'
 AF3502'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AF3502'ROAD 512 IN SEBASTIAN, GO NORTH ON U.S. HIGHWAY 1 FOR 0.1 MI (0.2 KM)
 AF3502'TO THE JUNCTION OF CLEVELAND STREET ON THE RIGHT.  TURN RIGHT ON
 AF3502'CLEVELAND STREET AND GO EAST FOR 0.05 MI (0.1 KM) TO THE ACE HARDWARE
 AF3502'BUILDING ON THE RIGHT AND THE MARK, A CGS BENCH MARK DISK SET FLUSH IN
 AF3502'THE TOP OF THE CONCRETE SIDEWALK NEAR THE NORTHWEST CORNER OF THE ACE
 AF3502'HARDWARE BUILDING AND 3.0 FT (0.9 M) ABOVE THE LEVEL OF CLEVELAND
 AF3502'STREET.
 AF3502'
 AF3502'LOCATED 50.0 FT (15.2 M) SOUTH OF THE SOUTH CURB OF CLEVELAND STREET,
 AF3502'5.8 FT (1.8 M) WEST OF THE NORTHWEST CORNER OF THE ACE HARDWARE
 AF3502'BUILDING, 2.8 FT (0.9 M) NORTH OF A FLAGPOLE AND 1.3 FT (0.4 M)
 AF3502'NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE SIDEWALK.
 AF3502
 AF3502                          STATION RECOVERY (1996)
 AF3502
 AF3502'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3502'RECOVERED IN GOOD CONDITION.
 AF3502
 AF3502                          STATION RECOVERY (2001)
 AF3502
 AF3502'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3502'OLD POST OFFICE BUILDING IS NOW A HARDWARE STORE
 AF3502
 AF3502                          STATION RECOVERY (2003)
 AF3502
 AF3502'RECOVERY NOTE BY US POWER SQUADRON 2003
 AF3502'DGPS READING FOR THIS MARKER IS  N 27 46 645  W 080 27 963.
 AF3502'
 AF3502'STAMPING ON THE MARKER READ  NO3 1969
 AF3502
 AF3502                          STATION RECOVERY (2006)
 AF3502
 AF3502'RECOVERY NOTE BY GEOCACHING 2006 (NJE)
 AF3502'RECOVERED IN GOOD CONDITION.
 AF3502
 AF3502                          STATION RECOVERY (2010)
 AF3502
 AF3502'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2010 (JS)
 AF3502'MARK NOT FOUND.
 AF3502
 AF3502                          STATION RECOVERY (2017)
 AF3502
 AF3502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 AF3502'MARK SEEMS TO BE DESTROYED. SIDEWALK AS BEEN REPLACED
 AF3502
 AF3502                          STATION RECOVERY (2020)
 AF3502
 AF3502'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF3502'THE FORMER ACE HARDWARE BUILDING IS NOW OCCUPIED BY PAREIDOLIA BREWING
 AF3502'COMPANY.
 AF3502
 AF3502                          STATION RECOVERY (2023)
 AF3502
 AF3502'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 AF3502'RECOVERED IN GOOD CONDITION.
 AF3502
 AF3502                          STATION RECOVERY (2025)
 AF3502
 AF3502'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 AF3502'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3495 ***********************************************************************
 AF3495  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3495  DESIGNATION -  872 2029 5
 AF3495  PID         -  AF3495
 AF3495  STATE/COUNTY-  FL/INDIAN RIVER
 AF3495  COUNTRY     -  US
 AF3495  USGS QUAD   -  SEBASTIAN (2018)
 AF3495
 AF3495                         *CURRENT SURVEY CONTROL
 AF3495  ______________________________________________________________________
 AF3495* NAD 83(1986) POSITION- 27 48 38.72   (N) 080 27 53.45   (W)   HD_HELD1
 AF3495* NAVD 88 ORTHO HEIGHT -     1.124 (meters)        3.69  (feet) ADJUSTED
 AF3495  ______________________________________________________________________
 AF3495  GEOID HEIGHT    -        -27.941 (meters)                     GEOID18
 AF3495  DYNAMIC HEIGHT  -          1.122 (meters)        3.68  (feet) COMP
 AF3495  MODELED GRAVITY -    979,162.6   (mgal)                       NAVD 88
 AF3495
 AF3495  VERT ORDER      -  SECOND    CLASS I
 AF3495
 AF3495.The horizontal coordinates were determined by differentially corrected
 AF3495.hand held GPS observations or other comparable positioning techniques
 AF3495.and have an estimated accuracy of +/- 3 meters.
 AF3495
 AF3495.The orthometric height was determined by differential leveling and
 AF3495.adjusted by the NATIONAL GEODETIC SURVEY
 AF3495.in June 1991.
 AF3495
 AF3495.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3495.GEOID18 height accuracy estimate available here.
 AF3495
 AF3495.This Tidal Bench Mark is designated as VM 5404
 AF3495.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3495
 AF3495.Click photographs - Photos may exist for this station.
 AF3495
 AF3495.The dynamic height is computed by dividing the NAVD 88
 AF3495.geopotential number by the normal gravity value computed on the
 AF3495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3495.degrees latitude (g = 980.6199 gals.).
 AF3495
 AF3495.The modeled gravity was interpolated from observed gravity values.
 AF3495
 AF3495;                    North         East    Units  Estimated Accuracy
 AF3495;SPC FL E     -   385,353.4     252,727.6     MT  (+/- 3 meters HH1 GPS) 
 AF3495
 AF3495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5270976353(NAD 83)
 AF3495
 AF3495                          SUPERSEDED SURVEY CONTROL
 AF3495
 AF3495  NGVD 29 (??/??/92)    1.564  (m)            5.13   (f) SUPERSEDED  2 0
 AF3495  NGVD 29 (09/01/92)    1.564  (m)            5.13   (f) ADJUSTED    2 0
 AF3495
 AF3495.Superseded values are not recommended for survey control.
 AF3495
 AF3495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3495.See file dsdata.pdf to determine how the superseded data were derived.
 AF3495
 AF3495_MARKER: DB = BENCH MARK DISK
 AF3495_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF3495_SP_SET: SEAWALL
 AF3495_STAMPING: NO 5 1969
 AF3495_MARK LOGO: CGS
 AF3495_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF3495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3495+STABILITY: SURFACE MOTION
 AF3495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF3495+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2025
 AF3495
 AF3495  HISTORY     - Date     Condition        Report By
 AF3495  HISTORY     - 1969     MONUMENTED       CGS
 AF3495  HISTORY     - 1970     GOOD             NGS
 AF3495  HISTORY     - 1971     GOOD             NGS
 AF3495  HISTORY     - 1979     GOOD             FLDNR
 AF3495  HISTORY     - 1980     GOOD             FLDNR
 AF3495  HISTORY     - 1989     GOOD             USPSQD
 AF3495  HISTORY     - 19940718 GOOD             USPSQD
 AF3495  HISTORY     - 19940820 GOOD             FLDEP
 AF3495  HISTORY     - 19961205 GOOD             USPSQD
 AF3495  HISTORY     - 19980226 GOOD             USPSQD
 AF3495  HISTORY     - 20011011 GOOD             USPSQD
 AF3495  HISTORY     - 20060517 GOOD             USPSQD
 AF3495  HISTORY     - 20110114 MARK NOT FOUND   FL-061
 AF3495  HISTORY     - 20170120 GOOD             NGS
 AF3495  HISTORY     - 20180122 GOOD             GEOCAC
 AF3495  HISTORY     - 20230130 GOOD             USPSQD
 AF3495  HISTORY     - 20250205 GOOD             USPSQD
 AF3495
 AF3495                          STATION DESCRIPTION
 AF3495
 AF3495'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3495'AT SEBASTIAN.
 AF3495'AT SEBASTIAN, 0.05 MILE EAST ALONG CLEVELAND STREET FROM THE
 AF3495'POST OFFICE, AT THE ENTRANCE DRIVE TO THE SEBASTIAN HIGHLANDS
 AF3495'YATCH CLUB, ABOUT 50 YARD SOUTH OF THE JUNCTION OF CLEVELAND
 AF3495'STREET AND INDIAN RIVER DRIVE, SET ON THE TOP OF THE WEST END
 AF3495'OF THE OLD SEAWALL WHICH IS ALONG THE SOUTH SIDE OF A PARKING
 AF3495'AREA, 40 FEET EAST OF THE CENTER LINE OF INDIAN RIVER DRIVE,
 AF3495'11.6 FEET SOUTH OF THE SOUTH EDGE OF THE PARKING AREA, 1 FOOT
 AF3495'EAST OF THE WEST END OF THE WALL AND ABOUT LEVEL WITH THE
 AF3495'PARKING AREA AND THE DRIVE.
 AF3495
 AF3495                          STATION RECOVERY (1971)
 AF3495
 AF3495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3495'RECOVERED IN GOOD CONDITION.
 AF3495
 AF3495                          STATION RECOVERY (1979)
 AF3495
 AF3495'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3495'RECOVERED IN GOOD CONDITION.
 AF3495
 AF3495                          STATION RECOVERY (1980)
 AF3495
 AF3495'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3495'RECOVERED IN GOOD CONDITION.
 AF3495
 AF3495                          STATION RECOVERY (1989)
 AF3495
 AF3495'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3495'RECOVERED IN GOOD CONDITION.
 AF3495
 AF3495                          STATION RECOVERY (1994)
 AF3495
 AF3495'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF3495'RECOVERED IN GOOD CONDITION.
 AF3495
 AF3495                          STATION RECOVERY (1994)
 AF3495
 AF3495'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994 (JRH)
 AF3495'THE MARK IS IN SEBASTIAN, IN SECTION 6, TOWNSHIP 31 SOUTH, RANGE 39
 AF3495'EAST.
 AF3495'
 AF3495'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AF3495'ROAD 512 IN SEBASTIAN, GO NORTH ON U.S. HIGHWAY 1 FOR 0.1 MI (0.2 KM)
 AF3495'TO THE JUNCTION OF CLEVELAND STREET ON THE RIGHT.  TURN RIGHT ON
 AF3495'CLEVELAND STREET AND GO EAST FOR 0.1 MI (0.2 KM) TO THE T-JUNCTION OF
 AF3495'INDIAN RIVER DRIVE.  TURN RIGHT ON INDIAN RIVER DRIVE AND GO SOUTH FOR
 AF3495'0.05 MI (0.1 KM) TO THE SOUTHWEST CORNER OF THE SEBASTIAN YACHT CLUB
 AF3495'LOT AND THE MARK ON THE LEFT, A CGS BENCH MARK DISK SET FLUSH IN THE
 AF3495'TOP OF THE WEST END OF THE CONCRETE SEAWALL.
 AF3495'
 AF3495'LOCATED 40.0 FT (12.2 M) EAST OF THE CENTERLINE OF INDIAN RIVER DRIVE,
 AF3495'24.6 FT (7.5 M) NORTH OF A WOODEN POWER POLE WITH TRANSFORMER AND FOUR
 AF3495'GUY WIRES, 12.9 FT (3.9 M) NORTHEAST OF THE EAST EDGE OF A 6.0 FT (1.8
 AF3495'M) CONCRETE SIDEWALK, 8.8 FT (2.7 M) WEST OF A WOODEN POWER POLE WITH
 AF3495'THREE GUY WIRES, 4.3 FT (1.3 M) NORTH OF THE NORTHEAST CORNER OF A
 AF3495'SQUARE CONCRETE BASE OF A SEWER CAP AND 1.0 FT (0.3 M) EAST OF THE
 AF3495'WEST END OF THE CONCRETE SEAWALL.
 AF3495
 AF3495                          STATION RECOVERY (1996)
 AF3495
 AF3495'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3495'RECOVERED IN GOOD CONDITION.
 AF3495
 AF3495                          STATION RECOVERY (1998)
 AF3495
 AF3495'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF3495'RECOVERED IN GOOD CONDITION.
 AF3495
 AF3495                          STATION RECOVERY (2001)
 AF3495
 AF3495'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3495'NAME OF SEBASTIAN HIGHLANDS YATCH CLUB CHANGED TO SEBASTIAN YATCH CLUB
 AF3495'ONLY.
 AF3495
 AF3495                          STATION RECOVERY (2006)
 AF3495
 AF3495'RECOVERY NOTE BY US POWER SQUADRON 2006 (JRF)
 AF3495'THIS IS A TIDAL BENCH
 AF3495
 AF3495                          STATION RECOVERY (2011)
 AF3495
 AF3495'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AF3495'MARK NOT FOUND.
 AF3495
 AF3495                          STATION RECOVERY (2017)
 AF3495
 AF3495'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 AF3495'RECOVERED IN GOOD CONDITION.
 AF3495
 AF3495                          STATION RECOVERY (2018)
 AF3495
 AF3495'RECOVERY NOTE BY GEOCACHING 2018 (RLM)
 AF3495'RECOVERED IN GOOD CONDITION.
 AF3495
 AF3495                          STATION RECOVERY (2023)
 AF3495
 AF3495'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 AF3495'RECOVERED IN GOOD CONDITION.
 AF3495
 AF3495                          STATION RECOVERY (2025)
 AF3495
 AF3495'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 AF3495'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3499 ***********************************************************************
 AF3499  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3499  DESIGNATION -  872 2029 TIDAL 4
 AF3499  PID         -  AF3499
 AF3499  STATE/COUNTY-  FL/INDIAN RIVER
 AF3499  COUNTRY     -  US
 AF3499  USGS QUAD   -  SEBASTIAN (2018)
 AF3499
 AF3499                         *CURRENT SURVEY CONTROL
 AF3499  ______________________________________________________________________
 AF3499* NAD 83(1986) POSITION- 27 48 37.     (N) 080 27 51.     (W)   SCALED
 AF3499* NAVD 88 ORTHO HEIGHT -     2.718 (meters)        8.92  (feet) ADJUSTED
 AF3499  ______________________________________________________________________
 AF3499  GEOID HEIGHT    -        -27.941 (meters)                     GEOID18
 AF3499  DYNAMIC HEIGHT  -          2.714 (meters)        8.90  (feet) COMP
 AF3499  MODELED GRAVITY -    979,162.7   (mgal)                       NAVD 88
 AF3499
 AF3499  VERT ORDER      -  SECOND    CLASS 0
 AF3499
 AF3499.The horizontal coordinates were scaled from a map and have
 AF3499.an estimated accuracy of +/- 6 seconds.
 AF3499
 AF3499.The orthometric height was determined by differential leveling and
 AF3499.adjusted by the NATIONAL GEODETIC SURVEY
 AF3499.in June 1991.
 AF3499
 AF3499.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3499.GEOID18 height accuracy estimate available here.
 AF3499
 AF3499.This Tidal Bench Mark is designated as VM 5403
 AF3499.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3499
 AF3499.Click photographs - Photos may exist for this station.
 AF3499
 AF3499.The dynamic height is computed by dividing the NAVD 88
 AF3499.geopotential number by the normal gravity value computed on the
 AF3499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3499.degrees latitude (g = 980.6199 gals.).
 AF3499
 AF3499.The modeled gravity was interpolated from observed gravity values.
 AF3499
 AF3499;                    North         East    Units  Estimated Accuracy
 AF3499;SPC FL E     -   385,300.      252,800.      MT  (+/- 180 meters Scaled)
 AF3499
 AF3499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL527763(NAD 83)
 AF3499
 AF3499                          SUPERSEDED SURVEY CONTROL
 AF3499
 AF3499  NGVD 29 (??/??/92)    3.159  (m)           10.36   (f) SUPERSEDED  2 0
 AF3499  NGVD 29 (09/01/92)    3.159  (m)           10.36   (f) ADJUSTED    2 0
 AF3499
 AF3499.Superseded values are not recommended for survey control.
 AF3499
 AF3499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3499.See file dsdata.pdf to determine how the superseded data were derived.
 AF3499
 AF3499_MARKER: DB = BENCH MARK DISK
 AF3499_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF3499_SP_SET: PLATFORM
 AF3499_STAMPING: NO 4 1969
 AF3499_MARK LOGO: CGS
 AF3499_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3499
 AF3499  HISTORY     - Date     Condition        Report By
 AF3499  HISTORY     - 1969     MONUMENTED       CGS
 AF3499  HISTORY     - 1970     GOOD             NGS
 AF3499  HISTORY     - 1971     GOOD             NGS
 AF3499  HISTORY     - 1979     GOOD             FLDNR
 AF3499  HISTORY     - 1980     GOOD             FLDNR
 AF3499  HISTORY     - 1989     GOOD             USPSQD
 AF3499  HISTORY     - 19940718 GOOD             USPSQD
 AF3499  HISTORY     - 19961205 GOOD             USPSQD
 AF3499  HISTORY     - 19980226 POOR             USPSQD
 AF3499  HISTORY     - 20011011 MARK NOT FOUND   USPSQD
 AF3499  HISTORY     - 20110131 MARK NOT FOUND   FL-061
 AF3499
 AF3499                          STATION DESCRIPTION
 AF3499
 AF3499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3499'AT SEBASTIAN.
 AF3499'AT SEBASTIAN, ALONG CLEVELAND STREET, ABOUT 0.05 MILE EAST ALONG
 AF3499'CLEVELAND STREET FROM THE JUNCTION OF U.S. HIGHWAY 1, SET ON
 AF3499'THE TOP OF THE SOUTHEAST CORNER OF THE CONCRETE LOADING PLATFORM
 AF3499'ALONG THE SOUTH SIDE OF THE POST OFFICE BUILDING, 1.3 FEET
 AF3499'NORTHWEST OF THE SOUTHEAST CORNER OF THE PLATFORM, 2 1/2 FEET
 AF3499'ABOVE THE LEVEL OF THE GROUND AND 3 FEET ABOVE THE LEVEL OF THE
 AF3499'STREET.
 AF3499
 AF3499                          STATION RECOVERY (1971)
 AF3499
 AF3499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 AF3499'RECOVERED IN GOOD CONDITION.
 AF3499
 AF3499                          STATION RECOVERY (1979)
 AF3499
 AF3499'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3499'RECOVERED IN GOOD CONDITION.
 AF3499
 AF3499                          STATION RECOVERY (1980)
 AF3499
 AF3499'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3499'RECOVERED IN GOOD CONDITION.
 AF3499
 AF3499                          STATION RECOVERY (1989)
 AF3499
 AF3499'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF3499'RECOVERED IN GOOD CONDITION.
 AF3499
 AF3499                          STATION RECOVERY (1994)
 AF3499
 AF3499'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF3499'RECOVERED IN GOOD CONDITION.
 AF3499
 AF3499                          STATION RECOVERY (1996)
 AF3499
 AF3499'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF3499'RECOVERED IN GOOD CONDITION.
 AF3499
 AF3499                          STATION RECOVERY (1998)
 AF3499
 AF3499'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF3499'MARK RECOVERED IN POOR CONDITION.
 AF3499
 AF3499                          STATION RECOVERY (2001)
 AF3499
 AF3499'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3499'OLD POST OFFICE NOW AN ACE HARDWARE STORE.
 AF3499'MARKER INSIDE THE STORE. OWNER STATED THAT HE KNOWS THE MARKER IS
 AF3499'THERE. USPS MEMBERS DID NOT ACTUALLY SEE THE MARKER.
 AF3499'
 AF3499
 AF3499                          STATION RECOVERY (2011)
 AF3499
 AF3499'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AF3499'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6799 ***********************************************************************
 AF6799  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6799  DESIGNATION -  872 2059 1
 AF6799  PID         -  AF6799
 AF6799  STATE/COUNTY-  FL/INDIAN RIVER
 AF6799  COUNTRY     -  US
 AF6799  USGS QUAD   -  SEBASTIAN (2018)
 AF6799
 AF6799                         *CURRENT SURVEY CONTROL
 AF6799  ______________________________________________________________________
 AF6799* NAD 83(1986) POSITION- 27 45 15.6    (N) 080 25 36.3    (W)   HD_HELD2
 AF6799* NAVD 88 ORTHO HEIGHT -     1.001 (meters)        3.28  (feet) ADJUSTED
 AF6799  ______________________________________________________________________
 AF6799  GEOID HEIGHT    -        -27.889 (meters)                     GEOID18
 AF6799  DYNAMIC HEIGHT  -          1.000 (meters)        3.28  (feet) COMP
 AF6799  MODELED GRAVITY -    979,161.4   (mgal)                       NAVD 88
 AF6799
 AF6799  VERT ORDER      -  FIRST     CLASS II
 AF6799
 AF6799.The horizontal coordinates were established by autonomous hand held GPS
 AF6799.observations and have an estimated accuracy of +/- 10 meters.
 AF6799
 AF6799.The orthometric height was determined by differential leveling and
 AF6799.adjusted by the NATIONAL GEODETIC SURVEY
 AF6799.in June 1991.
 AF6799
 AF6799.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6799.GEOID18 height accuracy estimate available here.
 AF6799
 AF6799.This Tidal Bench Mark is designated as VM 5406
 AF6799.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6799
 AF6799.Click photographs - Photos may exist for this station.
 AF6799
 AF6799.The dynamic height is computed by dividing the NAVD 88
 AF6799.geopotential number by the normal gravity value computed on the
 AF6799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6799.degrees latitude (g = 980.6199 gals.).
 AF6799
 AF6799.The modeled gravity was interpolated from observed gravity values.
 AF6799
 AF6799;                    North         East    Units  Estimated Accuracy
 AF6799;SPC FL E     -   379,118.      256,511.      MT  (+/- 10 meters HH2 GPS)
 AF6799
 AF6799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5649170120(NAD 83)
 AF6799
 AF6799                          SUPERSEDED SURVEY CONTROL
 AF6799
 AF6799  NGVD 29 (09/01/92)    1.449  (m)            4.75   (f) ADJUSTED    2 1
 AF6799
 AF6799.Superseded values are not recommended for survey control.
 AF6799
 AF6799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6799.See file dsdata.pdf to determine how the superseded data were derived.
 AF6799
 AF6799_MARKER: DB = BENCH MARK DISK
 AF6799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6799_SP_SET: BRIDGE WING WALL
 AF6799_STAMPING: NO 1 1972
 AF6799_MARK LOGO: CGS
 AF6799_PROJECTION: RECESSED 13 CENTIMETERS
 AF6799_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6799+STABILITY: SURFACE MOTION
 AF6799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6799+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2019
 AF6799
 AF6799  HISTORY     - Date     Condition        Report By
 AF6799  HISTORY     - 1972     MONUMENTED       NOS
 AF6799  HISTORY     - 1979     GOOD             FLDNR
 AF6799  HISTORY     - 1984     GOOD             FLDNR
 AF6799  HISTORY     - 1988     GOOD             USPSQD
 AF6799  HISTORY     - 19940712 GOOD             USPSQD
 AF6799  HISTORY     - 19940820 GOOD             FLDEP
 AF6799  HISTORY     - 19960115 GOOD             USPSQD
 AF6799  HISTORY     - 19971016 GOOD             USPSQD
 AF6799  HISTORY     - 20010517 GOOD             USPSQD
 AF6799  HISTORY     - 20050914 GOOD             FLDEP
 AF6799  HISTORY     - 20110113 MARK NOT FOUND   FL-061
 AF6799  HISTORY     - 20170123 MARK NOT FOUND   NGS
 AF6799  HISTORY     - 20191229 GOOD             GEOCAC
 AF6799
 AF6799                          STATION DESCRIPTION
 AF6799
 AF6799'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6799'0.7 MI EAST FROM WABASSO.
 AF6799'BEGIN AT THE JUNCTION OF STATE HIGHWAY 510 AND US HIGHWAY 1 IN
 AF6799'WABASSO, PROCEED EAST 0.7 MILES ALONG HIGHWAY 510 TO THE SECOND OF
 AF6799'THREE FLAT BRIDGES OVER THE INDIAN RIVER AND THE MARK. THE MARK BEARS
 AF6799'132 FEET SOUTHWEST OF THE SOUTHWEST ABUTMENT, 78 FEET SOUTH OF THE
 AF6799'HIGHWAY CENTERLINE, AND 4 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 AF6799'WING WALL.
 AF6799
 AF6799                          STATION RECOVERY (1984)
 AF6799
 AF6799'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6799'RECOVERED IN GOOD CONDITION.
 AF6799
 AF6799                          STATION RECOVERY (1988)
 AF6799
 AF6799'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6799'RECOVERED IN GOOD CONDITION.
 AF6799
 AF6799                          STATION RECOVERY (1994)
 AF6799
 AF6799'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6799'RECOVERED IN GOOD CONDITION.
 AF6799
 AF6799                          STATION RECOVERY (1994)
 AF6799
 AF6799'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994 (JRH)
 AF6799'THE MARK IS ABOUT 0.6 MI (1.0 KM) NORTHEAST OF WABASSO, IN SECTION 27,
 AF6799'TOWNSHIP 31 SOUTH, RANGE 39 EAST.
 AF6799'
 AF6799'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 512 EASTBOUND
 AF6799'AND U.S.  HIGHWAY 1 IN SEBASTIAN, GO SOUTH ON U.S. HIGHWAY 1 FOR 4.65
 AF6799'MI (7.5 KM) TO THE INTERSECTION OF COUNTY ROAD 510 IN WABASSO, TURN
 AF6799'LEFT 0N COUNTY ROAD 510 EAST AND GO NORTHEAST FOR 0.6 MI (1.0 KM) TO
 AF6799'THE WABASSO CAUSEWAY PARK ON THE RIGHT, TURN RIGHT THEN LEFT TO THE
 AF6799'END OF THE PARKING AREA AND THE MARK, A CGS BENCH MARK DISK SET FLUSH
 AF6799'IN THE TOP OF A CONCRETE SEAWALL 10.0 FT (3.0 M) BELOW THE LEVEL OF
 AF6799'COUNTY ROAD 510.
 AF6799'
 AF6799'LOCATED 138.9 FT (42.3 M) WEST-SOUTHWEST OF A CGS BENCH MARK NO 2
 AF6799'1972, 132.0 FT (40.2 M) SOUTHWEST OF THE SOUTHWEST BRIDGE ABUTMENT,
 AF6799'78.0 FT (23.8 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD 510, 35.1 FT
 AF6799'(10.7 M) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A CONCRETE PAD OF
 AF6799'A PICNIC PAVILLION, 29.7 FT (9.1 M) NORTHWEST OF THE NORTHEAST CORNER
 AF6799'OF A CONCRETE PAD OF A PICNIC PAVILLION, 12.0 FT (3.7 M) SOUTH OF THE
 AF6799'SOUTH EDGE OF A 5.0 FT (1.5 M) CONCRETE SIDEWALK AND 2.5 FT (0.8 M)
 AF6799'WEST OF THE WEST EDGE OF A 5.0 FT (1.5 M) CONCRETE SIDEWALK.
 AF6799
 AF6799                          STATION RECOVERY (1996)
 AF6799
 AF6799'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6799'RECOVERED IN GOOD CONDITION.
 AF6799
 AF6799                          STATION RECOVERY (1997)
 AF6799
 AF6799'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6799'RECOVERED IN GOOD CONDITION.
 AF6799
 AF6799                          STATION RECOVERY (2001)
 AF6799
 AF6799'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF6799'RECOVERED IN GOOD CONDITION.
 AF6799
 AF6799                          STATION RECOVERY (2005)
 AF6799
 AF6799'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AF6799'RECOVERED AS DESCRIBED.
 AF6799
 AF6799                          STATION RECOVERY (2011)
 AF6799
 AF6799'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AF6799'MARK NOT FOUND.
 AF6799
 AF6799                          STATION RECOVERY (2017)
 AF6799
 AF6799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 AF6799'MARK NOT FOUND.
 AF6799
 AF6799                          STATION RECOVERY (2019)
 AF6799
 AF6799'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AF6799'THE MARK IS BELOW THE SURFACE OF A HARD-PACKED SAND PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6798 ***********************************************************************
 AF6798  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6798  DESIGNATION -  872 2059 2
 AF6798  PID         -  AF6798
 AF6798  STATE/COUNTY-  FL/INDIAN RIVER
 AF6798  COUNTRY     -  US
 AF6798  USGS QUAD   -  SEBASTIAN (2018)
 AF6798
 AF6798                         *CURRENT SURVEY CONTROL
 AF6798  ______________________________________________________________________
 AF6798* NAD 83(1986) POSITION- 27 45 16.28   (N) 080 25 34.96   (W)   HD_HELD1
 AF6798* NAVD 88 ORTHO HEIGHT -     1.014 (meters)        3.33  (feet) ADJUSTED
 AF6798  ______________________________________________________________________
 AF6798  GEOID HEIGHT    -        -27.890 (meters)                     GEOID18
 AF6798  DYNAMIC HEIGHT  -          1.013 (meters)        3.32  (feet) COMP
 AF6798  MODELED GRAVITY -    979,161.4   (mgal)                       NAVD 88
 AF6798
 AF6798  VERT ORDER      -  FIRST     CLASS II
 AF6798
 AF6798.The horizontal coordinates were determined by differentially corrected
 AF6798.hand held GPS observations or other comparable positioning techniques
 AF6798.and have an estimated accuracy of +/- 3 meters.
 AF6798
 AF6798.The orthometric height was determined by differential leveling and
 AF6798.adjusted by the NATIONAL GEODETIC SURVEY
 AF6798.in April 2010.
 AF6798
 AF6798.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6798.GEOID18 height accuracy estimate available here.
 AF6798
 AF6798.This Tidal Bench Mark is designated as VM 5407
 AF6798.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6798
 AF6798.Click photographs - Photos may exist for this station.
 AF6798
 AF6798.The dynamic height is computed by dividing the NAVD 88
 AF6798.geopotential number by the normal gravity value computed on the
 AF6798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6798.degrees latitude (g = 980.6199 gals.).
 AF6798
 AF6798.The modeled gravity was interpolated from observed gravity values.
 AF6798
 AF6798;                    North         East    Units  Estimated Accuracy
 AF6798;SPC FL E     -   379,139.2     256,547.1     MT  (+/- 3 meters HH1 GPS) 
 AF6798
 AF6798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5652770141(NAD 83)
 AF6798
 AF6798                          SUPERSEDED SURVEY CONTROL
 AF6798
 AF6798  NAVD 88 (06/15/91)    1.015  (m)            3.33   (f) SUPERSEDED  1 2
 AF6798  NGVD 29 (09/01/92)    1.463  (m)            4.80   (f) ADJUSTED    2 1
 AF6798
 AF6798.Superseded values are not recommended for survey control.
 AF6798
 AF6798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6798.See file dsdata.pdf to determine how the superseded data were derived.
 AF6798
 AF6798_MARKER: DB = BENCH MARK DISK
 AF6798_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AF6798_SP_SET: BRIDGE WINGWALL
 AF6798_STAMPING: NO 2 1972
 AF6798_MARK LOGO: CGS
 AF6798_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6798_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6798+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2024
 AF6798
 AF6798  HISTORY     - Date     Condition        Report By
 AF6798  HISTORY     - 1972     MONUMENTED       NOS
 AF6798  HISTORY     - 1979     GOOD             FLDNR
 AF6798  HISTORY     - 1984     GOOD             FLDNR
 AF6798  HISTORY     - 1988     GOOD             USPSQD
 AF6798  HISTORY     - 19940712 GOOD             USPSQD
 AF6798  HISTORY     - 19940820 GOOD             FLDEP
 AF6798  HISTORY     - 19960115 GOOD             USPSQD
 AF6798  HISTORY     - 19971016 GOOD             USPSQD
 AF6798  HISTORY     - 20010517 GOOD             USPSQD
 AF6798  HISTORY     - 20050914 GOOD             FLDEP
 AF6798  HISTORY     - 20110113 GOOD             FL-061
 AF6798  HISTORY     - 20170123 GOOD             NGS
 AF6798  HISTORY     - 20180125 GOOD             GEOCAC
 AF6798  HISTORY     - 20240105 GOOD             USPSQD
 AF6798
 AF6798                          STATION DESCRIPTION
 AF6798
 AF6798'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6798'0.7 MI EAST FROM WABASSO.
 AF6798'BEGIN AT THE JUNCTION OF STATE HIGHWAY 510 AND US HIGHWAY 1 IN
 AF6798'WABASSO, PROCEED EAST 0.7 MILES ALONG HIGHWAY 510 TO THE SECOND OF
 AF6798'THREE FLAT BRIDGES OVER THE INDIAN RIVER AND THE MARK. THE MARK IS SET
 AF6798'FLUSH IN THE SOUTHEAST CORNER OF THE WINGWALL, 39.6 FEET SOUTH OF THE
 AF6798'SOUTHSIDE OF THE CONCRETE CATWALK BELOW THE BRIDGE AND ON THE SOUTH
 AF6798'WINGWALL OF THE SOUTHWEST ABUTMENT OF THE BRIDGE.
 AF6798
 AF6798                          STATION RECOVERY (1984)
 AF6798
 AF6798'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6798'RECOVERED IN GOOD CONDITION.
 AF6798
 AF6798                          STATION RECOVERY (1988)
 AF6798
 AF6798'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6798'RECOVERED IN GOOD CONDITION.
 AF6798
 AF6798                          STATION RECOVERY (1994)
 AF6798
 AF6798'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6798'RECOVERED IN GOOD CONDITION.
 AF6798
 AF6798                          STATION RECOVERY (1994)
 AF6798
 AF6798'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994 (JRH)
 AF6798'THE MARK IS ABOUT 0.6 MI (1.0 KM) NORTHEAST OF WABASSO, IN SECTION 27,
 AF6798'TOWNSHIP 31 SOUTH, RANGE 39 EAST.
 AF6798'
 AF6798'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 512 EASTBOUND
 AF6798'AND U.S.  HIGHWAY 1 IN SEBASTIAN, GO SOUTH ON U.S. HIGHWAY 1 FOR 4.65
 AF6798'MI (7.5 KM) TO THE INTERSECTION OF COUNTY ROAD 510 IN WABASSO, TURN
 AF6798'LEFT 0N COUNTY ROAD 510 EAST AND GO NORTHEAST FOR 0.6 MI (1.0 KM) TO
 AF6798'THE WABASSO CAUSEWAY PARK ON THE RIGHT, TURN RIGHT THEN LEFT TO THE
 AF6798'END OF THE PARKING AREA AND THE MARK, A CGS BENCH MARK DISK SET FLUSH
 AF6798'IN THE TOP OF A CONCRETE SEAWALL 10.0 FT (3.0 M) BELOW THE LEVEL OF
 AF6798'COUNTY ROAD 510.
 AF6798'
 AF6798'LOCATED 77.3 FT (23.6 M) SOUTH OF THE CENTERLINE OF COUNTY ROAD 510,
 AF6798'61.1 FT (18.6 M) SOUTHEAST OF A FLSRD SURVEY DISK 2059 E, 54.8 FT
 AF6798'(16.7 M) SOUTHWEST OF A CGS BENCH MARK NO 3 1972, 43.3 FT (13.2 M)
 AF6798'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF A CONCRETE CATWALK-FISHING
 AF6798'PIER, 14.2 FT (4.3 M) SOUTHEAST OF A 14-INCH (36 CM) CABBAGE PALM AND
 AF6798'1.0 FT (0.3 M) NORTH OF THE SOUTH EDGE OF THE CONCRETE SEAWALL.
 AF6798
 AF6798                          STATION RECOVERY (1996)
 AF6798
 AF6798'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6798'RECOVERED IN GOOD CONDITION.
 AF6798
 AF6798                          STATION RECOVERY (1997)
 AF6798
 AF6798'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6798'RECOVERED IN GOOD CONDITION.
 AF6798
 AF6798                          STATION RECOVERY (2001)
 AF6798
 AF6798'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF6798'RECOVERED IN GOOD CONDITION.
 AF6798
 AF6798                          STATION RECOVERY (2005)
 AF6798
 AF6798'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AF6798'RECOVERED AS DESCRIBED.
 AF6798
 AF6798                          STATION RECOVERY (2011)
 AF6798
 AF6798'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AF6798'RECOVERED IN GOOD CONDITION.
 AF6798
 AF6798                          STATION RECOVERY (2017)
 AF6798
 AF6798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 AF6798'RECOVERED IN GOOD CONDITION.
 AF6798
 AF6798                          STATION RECOVERY (2018)
 AF6798
 AF6798'RECOVERY NOTE BY GEOCACHING 2018 (RLM)
 AF6798'RECOVERED IN GOOD CONDITION.
 AF6798
 AF6798                          STATION RECOVERY (2024)
 AF6798
 AF6798'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 AF6798'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6797 ***********************************************************************
 AF6797  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6797  DESIGNATION -  872 2059 3
 AF6797  PID         -  AF6797
 AF6797  STATE/COUNTY-  FL/INDIAN RIVER
 AF6797  COUNTRY     -  US
 AF6797  USGS QUAD   -  SEBASTIAN (2018)
 AF6797
 AF6797                         *CURRENT SURVEY CONTROL
 AF6797  ______________________________________________________________________
 AF6797* NAD 83(1986) POSITION- 27 45 16.88   (N) 080 25 35.20   (W)   HD_HELD1
 AF6797* NAVD 88 ORTHO HEIGHT -     1.004 (meters)        3.29  (feet) ADJUSTED
 AF6797  ______________________________________________________________________
 AF6797  GEOID HEIGHT    -        -27.891 (meters)                     GEOID18
 AF6797  DYNAMIC HEIGHT  -          1.002 (meters)        3.29  (feet) COMP
 AF6797  MODELED GRAVITY -    979,161.4   (mgal)                       NAVD 88
 AF6797
 AF6797  VERT ORDER      -  FIRST     CLASS II
 AF6797
 AF6797.The horizontal coordinates were determined by differentially corrected
 AF6797.hand held GPS observations or other comparable positioning techniques
 AF6797.and have an estimated accuracy of +/- 3 meters.
 AF6797
 AF6797.The orthometric height was determined by differential leveling and
 AF6797.adjusted by the NATIONAL GEODETIC SURVEY
 AF6797.in November 2007.
 AF6797
 AF6797.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6797.GEOID18 height accuracy estimate available here.
 AF6797
 AF6797.This Tidal Bench Mark is designated as VM 5408
 AF6797.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6797
 AF6797.Click photographs - Photos may exist for this station.
 AF6797
 AF6797.The dynamic height is computed by dividing the NAVD 88
 AF6797.geopotential number by the normal gravity value computed on the
 AF6797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6797.degrees latitude (g = 980.6199 gals.).
 AF6797
 AF6797.The modeled gravity was interpolated from observed gravity values.
 AF6797
 AF6797;                    North         East    Units  Estimated Accuracy
 AF6797;SPC FL E     -   379,157.6     256,540.5     MT  (+/- 3 meters HH1 GPS) 
 AF6797
 AF6797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL5652170160(NAD 83)
 AF6797
 AF6797                          SUPERSEDED SURVEY CONTROL
 AF6797
 AF6797  NAVD 88 (06/15/91)    1.002  (m)            3.29   (f) SUPERSEDED  2 1
 AF6797  NGVD 29 (09/01/92)    1.450  (m)            4.76   (f) ADJUSTED    2 1
 AF6797
 AF6797.Superseded values are not recommended for survey control.
 AF6797
 AF6797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6797.See file dsdata.pdf to determine how the superseded data were derived.
 AF6797
 AF6797_MARKER: DB = BENCH MARK DISK
 AF6797_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AF6797_SP_SET: BRIDGE WINGWALL
 AF6797_STAMPING: NO 3 1972
 AF6797_MARK LOGO: CGS
 AF6797_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6797_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6797_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6797+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2024
 AF6797
 AF6797  HISTORY     - Date     Condition        Report By
 AF6797  HISTORY     - 1972     MONUMENTED       NOS
 AF6797  HISTORY     - 1979     GOOD             FLDNR
 AF6797  HISTORY     - 1984     GOOD             FLDNR
 AF6797  HISTORY     - 1988     GOOD             USPSQD
 AF6797  HISTORY     - 19940712 GOOD             USPSQD
 AF6797  HISTORY     - 19940820 GOOD             FLDEP
 AF6797  HISTORY     - 19960115 GOOD             USPSQD
 AF6797  HISTORY     - 19971016 GOOD             USPSQD
 AF6797  HISTORY     - 20010517 GOOD             USPSQD
 AF6797  HISTORY     - 20050914 GOOD             FLDEP
 AF6797  HISTORY     - 20110113 GOOD             FL-061
 AF6797  HISTORY     - 20170123 GOOD             NGS
 AF6797  HISTORY     - 20180125 GOOD             GEOCAC
 AF6797  HISTORY     - 20240105 GOOD             USPSQD
 AF6797
 AF6797                          STATION DESCRIPTION
 AF6797
 AF6797'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6797'0.7 MI EAST FROM WABASSO.
 AF6797'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 510 AND US HIGHWAY 1 IN
 AF6797'WABASSO, PROCEED EAST 0.7 MILES ALONG HIGHWAY 510 TO THE SECOND OF
 AF6797'THREE FLAT BRIDGES OVER THE INDIAN RIVER AND THE MARK. THE MARK IS SET
 AF6797'FLUSH IN THE WING WALL, 31.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 AF6797'THE BRIDGE, 12.0 FEET NORTH OF THE CENTERLINE OF THE CONCRETE CATWALK
 AF6797'BELOW THE BRIDGE AND EAST OF THE WING WALL OF THE SOUTHEAST ABUTMENT
 AF6797'OF THE BRIDGE.
 AF6797
 AF6797                          STATION RECOVERY (1984)
 AF6797
 AF6797'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6797'RECOVERED IN GOOD CONDITION.
 AF6797
 AF6797                          STATION RECOVERY (1988)
 AF6797
 AF6797'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6797'RECOVERED IN GOOD CONDITION.
 AF6797
 AF6797                          STATION RECOVERY (1994)
 AF6797
 AF6797'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6797'RECOVERED IN GOOD CONDITION.
 AF6797
 AF6797                          STATION RECOVERY (1994)
 AF6797
 AF6797'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994 (JRH)
 AF6797'THE MARK IS ABOUT 0.6 MI (1.0 KM) NORTHEAST OF WABASSO, IN SECTION 27,
 AF6797'TOWNSHIP 31 SOUTH, RANGE 39 EAST.
 AF6797'
 AF6797'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 512 EASTBOUND
 AF6797'AND U.S.  HIGHWAY 1 IN SEBASTIAN, GO SOUTH ON U.S. HIGHWAY 1 FOR 4.65
 AF6797'MI (7.5 KM) TO THE INTERSECTION OF COUNTY ROAD 510 IN WABASSO, TURN
 AF6797'LEFT 0N COUNTY ROAD 510 EAST AND GO NORTHEAST FOR 0.6 MI (1.0 KM) TO
 AF6797'THE WABASSO CAUSEWAY PARK ON THE RIGHT, TURN RIGHT THEN LEFT TO THE
 AF6797'END OF THE PARKING AREA AND THE MARK, A CGS BENCH MARK DISK SET FLUSH
 AF6797'IN THE TOP OF A CONCRETE SEAWALL 10.0 FT (3.0 M) BELOW THE LEVEL OF
 AF6797'COUNTY ROAD 510.
 AF6797'
 AF6797'LOCATED 54.8 FT (16.7 M) NORTHEAST OF A CGS BENCH MARK NO 2 1972, 29.4
 AF6797'FT (9.0 M) EAST OF A FLSRD SURVEY DISK 2059 E, 22.8 FT (6.9 M) SOUTH
 AF6797'OF THE CENTERLINE OF COUNTY ROAD 510, 12.0 FT (3.7 M) NORTH OF THE
 AF6797'APPROXIMATE CENTERLINE OF A CONCRETE CATWALK-FISHING PIER AND 1.0 FT
 AF6797'(0.3 M) WEST OF THE EDGE OF THE CONCRETE SEAWALL.
 AF6797
 AF6797                          STATION RECOVERY (1996)
 AF6797
 AF6797'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6797'RECOVERED IN GOOD CONDITION.
 AF6797
 AF6797                          STATION RECOVERY (1997)
 AF6797
 AF6797'RECOVERY NOTE BY US POWER SQUADRON 1997
 AF6797'RECOVERED IN GOOD CONDITION.
 AF6797
 AF6797                          STATION RECOVERY (2001)
 AF6797
 AF6797'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF6797'RECOVERED IN GOOD CONDITION.
 AF6797
 AF6797                          STATION RECOVERY (2005)
 AF6797
 AF6797'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AF6797'RECOVERED AS DESCRIBED.
 AF6797
 AF6797                          STATION RECOVERY (2011)
 AF6797
 AF6797'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AF6797'RECOVERED IN GOOD CONDITION.
 AF6797
 AF6797                          STATION RECOVERY (2017)
 AF6797
 AF6797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 AF6797'RECOVERED IN GOOD CONDITION.
 AF6797
 AF6797                          STATION RECOVERY (2018)
 AF6797
 AF6797'RECOVERY NOTE BY GEOCACHING 2018 (RLM)
 AF6797'RECOVERED IN GOOD CONDITION.
 AF6797
 AF6797                          STATION RECOVERY (2024)
 AF6797
 AF6797'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 AF6797'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6796 ***********************************************************************
 AF6796  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6796  DESIGNATION -  872 2059 E
 AF6796  PID         -  AF6796
 AF6796  STATE/COUNTY-  FL/INDIAN RIVER
 AF6796  COUNTRY     -  US
 AF6796  USGS QUAD   -  SEBASTIAN (2018)
 AF6796
 AF6796                         *CURRENT SURVEY CONTROL
 AF6796  ______________________________________________________________________
 AF6796* NAD 83(1986) POSITION- 27 45 16.     (N) 080 25 40.     (W)   SCALED
 AF6796* NAVD 88 ORTHO HEIGHT -     4.941 (meters)       16.21  (feet) ADJUSTED
 AF6796  ______________________________________________________________________
 AF6796  GEOID HEIGHT    -        -27.888 (meters)                     GEOID18
 AF6796  DYNAMIC HEIGHT  -          4.934 (meters)       16.19  (feet) COMP
 AF6796  MODELED GRAVITY -    979,161.4   (mgal)                       NAVD 88
 AF6796
 AF6796  VERT ORDER      -  FIRST     CLASS II
 AF6796
 AF6796.The horizontal coordinates were scaled from a map and have
 AF6796.an estimated accuracy of +/- 6 seconds.
 AF6796
 AF6796.The orthometric height was determined by differential leveling and
 AF6796.adjusted by the NATIONAL GEODETIC SURVEY
 AF6796.in June 1991.
 AF6796
 AF6796.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6796.GEOID18 height accuracy estimate available here.
 AF6796
 AF6796.This Tidal Bench Mark is designated as VM 5409
 AF6796.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6796
 AF6796.Click photographs - Photos may exist for this station.
 AF6796
 AF6796.The dynamic height is computed by dividing the NAVD 88
 AF6796.geopotential number by the normal gravity value computed on the
 AF6796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6796.degrees latitude (g = 980.6199 gals.).
 AF6796
 AF6796.The modeled gravity was interpolated from observed gravity values.
 AF6796
 AF6796;                    North         East    Units  Estimated Accuracy
 AF6796;SPC FL E     -   379,130.      256,410.      MT  (+/- 180 meters Scaled)
 AF6796
 AF6796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL563701(NAD 83)
 AF6796
 AF6796                          SUPERSEDED SURVEY CONTROL
 AF6796
 AF6796  NGVD 29 (09/01/92)    5.390  (m)           17.68   (f) ADJUSTED    2 1
 AF6796
 AF6796.Superseded values are not recommended for survey control.
 AF6796
 AF6796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6796.See file dsdata.pdf to determine how the superseded data were derived.
 AF6796
 AF6796_STAMPING: 2059 E
 AF6796_MARK LOGO: FLSRD
 AF6796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6796+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2005
 AF6796
 AF6796  HISTORY     - Date     Condition        Report By
 AF6796  HISTORY     - UNK      MONUMENTED       FLHD
 AF6796  HISTORY     - 1979     GOOD             FLDNR
 AF6796  HISTORY     - 1984     GOOD             FLDNR
 AF6796  HISTORY     - 1988     GOOD             USPSQD
 AF6796  HISTORY     - 19940820 GOOD             FLDEP
 AF6796  HISTORY     - 20050914 GOOD             FLDEP
 AF6796  HISTORY     - 20170123 MARK NOT FOUND   NGS
 AF6796  HISTORY     - 20191229 MARK NOT FOUND   GEOCAC
 AF6796
 AF6796                          STATION DESCRIPTION
 AF6796
 AF6796'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6796'0.7 MI EAST FROM WABASSO.
 AF6796'BEGIN AT THE JUNCTION OF STATE HIGHWAY 510 AND US HIGHWAY 1 IN
 AF6796'WABASSO, PROCEED EAST 0.7 MILES ALONG STATE HIGHWAY 510 TO THE SECOND
 AF6796'OF THREE FLAT BRIDGES OVER THE INDIAN RIVER AND THE MARK. THE MARK IS
 AF6796'20 FEET SOUTHEAST OF STATE HIGHWAY 510 CENTERLINE AND IS SET IN THE
 AF6796'TOP OF THE WEST END OF THE SOUTH CONCRETE GUARDRAIL ON BRIDGE.
 AF6796
 AF6796                          STATION RECOVERY (1984)
 AF6796
 AF6796'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6796'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK WAS
 AF6796'STAMPED 2059 E BY THIS PARTY.
 AF6796
 AF6796                          STATION RECOVERY (1988)
 AF6796
 AF6796'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6796'RECOVERED IN GOOD CONDITION.
 AF6796
 AF6796                          STATION RECOVERY (1994)
 AF6796
 AF6796'RECOVERY NOTE BY FL DEPT OF ENV PRO 1994 (JRH)
 AF6796'THE MARK IS ABOUT 0.6 MI (1.0 KM) NORTHEAST OF WABASSO, IN SECTION 27,
 AF6796'TOWNSHIP 31 SOUTH, RANGE 39 EAST.
 AF6796'
 AF6796'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 512 EASTBOUND
 AF6796'AND U.S.  HIGHWAY 1 IN SEBASTIAN, GO SOUTH ON U.S. HIGHWAY 1 FOR 4.65
 AF6796'MI (7.5 KM) TO THE INTERSECTION OF COUNTY ROAD 510 IN WABASSO, TURN
 AF6796'LEFT 0N COUNTY ROAD 510 EAST AND GO NORTHEAST FOR 0.7 MI (1.1 KM) TO
 AF6796'THE SECOND OF THREE BRIDGES OVER THE INDIAN RIVER AND THE MARK ON THE
 AF6796'RIGHT, A FLSRD SURVEY DISK SET FLUSH IN THE TOP OF THE WEST END OF THE
 AF6796'SOUTH CONCRETE GUARDRAIL 4.0 FT (1.2 M) ABOVE THE LEVEL OF COUNTY ROAD
 AF6796'510.
 AF6796'
 AF6796'LOCATED 38.0 FT (11.6 M) SOUTHWEST OF A CGS BENCH MARK K 306 1970 AND
 AF6796'20.0 SOUTH OF THE CENTERLINE OF COUNTY ROAD 510.
 AF6796
 AF6796                          STATION RECOVERY (2005)
 AF6796
 AF6796'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AF6796'RECOVERED AS DESCRIBED.
 AF6796
 AF6796                          STATION RECOVERY (2017)
 AF6796
 AF6796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 AF6796'MARK NOT FOUND.
 AF6796
 AF6796                          STATION RECOVERY (2019)
 AF6796
 AF6796'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 AF6796'THE SOUTH CONCRETE GUARDRAIL OF THE BRIDGE HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL6874 ***********************************************************************
 DL6874  TIDAL BM    -  This is a Tidal Bench Mark.
 DL6874  DESIGNATION -  872 2105 A
 DL6874  PID         -  DL6874
 DL6874  STATE/COUNTY-  FL/INDIAN RIVER
 DL6874  COUNTRY     -  US
 DL6874  USGS QUAD   -  RIOMAR (2018)
 DL6874
 DL6874                         *CURRENT SURVEY CONTROL
 DL6874  ______________________________________________________________________
 DL6874* NAD 83(1986) POSITION- 27 40 16.0    (N) 080 21 42.3    (W)   HD_HELD2
 DL6874* NAVD 88 ORTHO HEIGHT -     1.769 (meters)        5.80  (feet) ADJUSTED
 DL6874  ______________________________________________________________________
 DL6874  GEOID HEIGHT    -        -27.830 (meters)                     GEOID18
 DL6874  DYNAMIC HEIGHT  -          1.766 (meters)        5.79  (feet) COMP
 DL6874  MODELED GRAVITY -    979,159.9   (mgal)                       NAVD 88
 DL6874
 DL6874  VERT ORDER      -  FIRST     CLASS II
 DL6874
 DL6874.The horizontal coordinates were established by autonomous hand held GPS
 DL6874.observations and have an estimated accuracy of +/- 10 meters.
 DL6874
 DL6874.The orthometric height was determined by differential leveling and
 DL6874.adjusted by the NATIONAL GEODETIC SURVEY
 DL6874.in April 2010.
 DL6874
 DL6874.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL6874.GEOID18 height accuracy estimate available here.
 DL6874
 DL6874.This Tidal Bench Mark is designated as VM 19580
 DL6874.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL6874
 DL6874.Click photographs - Photos may exist for this station.
 DL6874
 DL6874.The dynamic height is computed by dividing the NAVD 88
 DL6874.geopotential number by the normal gravity value computed on the
 DL6874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL6874.degrees latitude (g = 980.6199 gals.).
 DL6874
 DL6874.The modeled gravity was interpolated from observed gravity values.
 DL6874
 DL6874;                    North         East    Units  Estimated Accuracy
 DL6874;SPC FL E     -   369,928.      262,966.      MT  (+/- 10 meters HH2 GPS)
 DL6874
 DL6874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6294460933(NAD 83)
 DL6874
 DL6874                          SUPERSEDED SURVEY CONTROL
 DL6874
 DL6874.No superseded survey control is available for this station.
 DL6874
 DL6874_MARKER: DD = SURVEY DISK
 DL6874_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DL6874+WITH SETTING: PAVEMENT
 DL6874_SP_SET: TRAFFIC SIGNAL POLE BASE
 DL6874_STAMPING: 2105 A 2005
 DL6874_MARK LOGO: FLDEP
 DL6874_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL6874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL6874+STABILITY: SURFACE MOTION
 DL6874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL6874+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2024
 DL6874
 DL6874  HISTORY     - Date     Condition        Report By
 DL6874  HISTORY     - 20050915 MONUMENTED       FLDEP
 DL6874  HISTORY     - 20110204 GOOD             FL-061
 DL6874  HISTORY     - 20180519 GOOD             GEOCAC
 DL6874  HISTORY     - 20240119 GOOD             USPSQD
 DL6874
 DL6874                          STATION DESCRIPTION
 DL6874
 DL6874'DESCRIBED BY FL DEPT OF ENV PRO 2005
 DL6874'THE MARK IS IN VERO BEACH, IN SECTION 29, TOWNSHIP 32 SOUTH, RANGE 40
 DL6874'EAST.
 DL6874'
 DL6874'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 (BEACHLAND
 DL6874'BOULEVARD) AND STATE ROAD A1A IN VERO BEACH, GO NORTH ON STATE ROAD
 DL6874'A1A FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF BAHIA MAR ROAD AND THE MARK
 DL6874'ON THE LEFT, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF THE BASE OF
 DL6874'THE TRAFFIC SIGNAL POLE LEVEL WITH THE STATE ROAD A1A.
 DL6874'
 DL6874'LOCATED 48.0 FT (14.6 M) NORTH OF THE NORTHERNMOST ENTRANCE DRIVE OF
 DL6874'SEAQUAY CONDOMINIUMS AT 4800 STATE ROAD A1A, 28.2 FT (8.6 M) EAST OF
 DL6874'THE APPROXIMATE CENTERLINE OF STATE ROAD A1A, 15.9 FT (4.8 M)
 DL6874'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE PAD SUPPORTING THE
 DL6874'TRAFFIC CONTROL PANEL BOX, 13.6 FT (4.1 M) WEST OF THE WEST EDGE OF A
 DL6874'5.0 FT (1.5 M) CONCRETE SIDEWALK, 10.7 FT (3.3 M) NORTHWEST OF AN
 DL6874'INFORMATION SIGN (BEGIN RIGHT TURN LANE YIELD TO BIKES) AND 2.2 FT
 DL6874'(0.7 M) SOUTHWEST OF A CHISELED SQUARE.
 DL6874
 DL6874                          STATION RECOVERY (2011)
 DL6874
 DL6874'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 DL6874'RECOVERED IN GOOD CONDITION.
 DL6874
 DL6874                          STATION RECOVERY (2018)
 DL6874
 DL6874'RECOVERY NOTE BY GEOCACHING 2018 (RLM)
 DL6874'GOING NORTH ON STATE ROAD A1A TO THE JUNCTION OF BAHIA MAR ROAD, THE
 DL6874'MARK IS ON THE RIGHT.
 DL6874
 DL6874                          STATION RECOVERY (2024)
 DL6874
 DL6874'RECOVERY NOTE BY US POWER SQUADRON 2024 (KM)
 DL6874'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6802 ***********************************************************************
 AF6802  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6802  DESIGNATION -  872 2125 1
 AF6802  PID         -  AF6802
 AF6802  STATE/COUNTY-  FL/INDIAN RIVER
 AF6802  COUNTRY     -  US
 AF6802  USGS QUAD   -  VERO BEACH (2018)
 AF6802
 AF6802                         *CURRENT SURVEY CONTROL
 AF6802  ______________________________________________________________________
 AF6802* NAD 83(1986) POSITION- 27 37 57.80   (N) 080 22 33.64   (W)   HD_HELD1
 AF6802* NAVD 88 ORTHO HEIGHT -     1.997 (meters)        6.55  (feet) ADJUSTED
 AF6802  ______________________________________________________________________
 AF6802  GEOID HEIGHT    -        -27.726 (meters)                     GEOID18
 AF6802  DYNAMIC HEIGHT  -          1.994 (meters)        6.54  (feet) COMP
 AF6802  MODELED GRAVITY -    979,157.5   (mgal)                       NAVD 88
 AF6802
 AF6802  VERT ORDER      -  SECOND    CLASS I
 AF6802
 AF6802.The horizontal coordinates were determined by differentially corrected
 AF6802.hand held GPS observations or other comparable positioning techniques
 AF6802.and have an estimated accuracy of +/- 3 meters.
 AF6802
 AF6802.The orthometric height was determined by differential leveling and
 AF6802.adjusted by the NATIONAL GEODETIC SURVEY
 AF6802.in June 1991.
 AF6802
 AF6802.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6802.GEOID18 height accuracy estimate available here.
 AF6802
 AF6802.This Tidal Bench Mark is designated as VM 5411
 AF6802.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6802
 AF6802.Click photographs - Photos may exist for this station.
 AF6802
 AF6802.The dynamic height is computed by dividing the NAVD 88
 AF6802.geopotential number by the normal gravity value computed on the
 AF6802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6802.degrees latitude (g = 980.6199 gals.).
 AF6802
 AF6802.The modeled gravity was interpolated from observed gravity values.
 AF6802
 AF6802;                    North         East    Units  Estimated Accuracy
 AF6802;SPC FL E     -   365,666.5     261,580.6     MT  (+/- 3 meters HH1 GPS) 
 AF6802
 AF6802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6155956673(NAD 83)
 AF6802
 AF6802                          SUPERSEDED SURVEY CONTROL
 AF6802
 AF6802  NGVD 29 (09/01/92)    2.452  (m)            8.04   (f) ADJUSTED    2 1
 AF6802
 AF6802.Superseded values are not recommended for survey control.
 AF6802
 AF6802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6802.See file dsdata.pdf to determine how the superseded data were derived.
 AF6802
 AF6802_MARKER: DB = BENCH MARK DISK
 AF6802_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AF6802_SP_SET: RETAINING WALL
 AF6802_STAMPING: NO 1 1972
 AF6802_MARK LOGO: CGS
 AF6802_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6802_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6802+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2020
 AF6802
 AF6802  HISTORY     - Date     Condition        Report By
 AF6802  HISTORY     - 1972     MONUMENTED       NOS
 AF6802  HISTORY     - 1979     GOOD             FLDNR
 AF6802  HISTORY     - 1980     GOOD             FLDNR
 AF6802  HISTORY     - 1984     GOOD             FLDNR
 AF6802  HISTORY     - 1988     GOOD             USPSQD
 AF6802  HISTORY     - 19940707 GOOD             USPSQD
 AF6802  HISTORY     - 19960115 GOOD             USPSQD
 AF6802  HISTORY     - 19980121 GOOD             USPSQD
 AF6802  HISTORY     - 20020228 GOOD             USPSQD
 AF6802  HISTORY     - 20020919 GOOD             FLDEP
 AF6802  HISTORY     - 20060316 GOOD             USPSQD
 AF6802  HISTORY     - 20110104 GOOD             FL-061
 AF6802  HISTORY     - 20170124 GOOD             NGS
 AF6802  HISTORY     - 20200118 GOOD             GEOCAC
 AF6802
 AF6802                          STATION DESCRIPTION
 AF6802
 AF6802'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6802'VERO BEACH.
 AF6802'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND 17TH STREET IN VERO
 AF6802'BEACH, PROCEED EAST 0.85 MILE ALONG 17TH STREET TO THE ENTRANCE TO THE
 AF6802'VERO BEACH MUNICIPAL POWER PLANT, PROCEED THROUGH THE ENTRANCE AND GO
 AF6802'EAST 0.15 MILE TO THE OIL BARGE BASIN AND THE MARK. THE MARK BEARS
 AF6802'80.3 FEET SOUTH OF THE SOUTHWEST CORNER OF THE CONCRETE DOCK, AND 32
 AF6802'FEET EAST OF THE SLUICE GATE.
 AF6802
 AF6802                          STATION RECOVERY (1980)
 AF6802
 AF6802'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF6802'RECOVERED IN GOOD CONDITION EXCEPT
 AF6802'THE MARK IS 2 FT ABOVE GROUND.
 AF6802
 AF6802                          STATION RECOVERY (1984)
 AF6802
 AF6802'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6802'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 80.3
 AF6802'FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE LOADING DOCK.
 AF6802
 AF6802                          STATION RECOVERY (1988)
 AF6802
 AF6802'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6802'RECOVERED IN GOOD CONDITION.
 AF6802
 AF6802                          STATION RECOVERY (1994)
 AF6802
 AF6802'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6802'RECOVERED IN GOOD CONDITION.
 AF6802
 AF6802                          STATION RECOVERY (1996)
 AF6802
 AF6802'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6802'RECOVERED IN GOOD CONDITION.
 AF6802
 AF6802                          STATION RECOVERY (1998)
 AF6802
 AF6802'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6802'RECOVERED IN GOOD CONDITION.
 AF6802
 AF6802                          STATION RECOVERY (2002)
 AF6802
 AF6802'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6802'RECOVERED IN GOOD CONDITION.
 AF6802
 AF6802                          STATION RECOVERY (2002)
 AF6802
 AF6802'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AF6802'THE MARK IS IN VERO BEACH, ON THE WEST SIDE OF THE INDIAN RIVER, NEAR
 AF6802'THE GROUND OF THE VERO BEACH MUNICIPAL POWER PLANT IN SECTION 6,
 AF6802'TOWNSHIP 33 SOUTH, RANGE 40 EAST.
 AF6802'
 AF6802'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND 17TH
 AF6802'STREET IN VERO BEACH, GO EAST ON 17TH STREET FOR 0.7 MI (1.1 KM) TO
 AF6802'THE INTERSECTION OF INDIAN RIVER BOULEVARD.  TURN LEFT ON INDIAN RIVER
 AF6802'BOULEVARD AND GO NORTH FOR ABOUT 200.0 FT (61.0 M) TO THE MAIN
 AF6802'ENTRANCE OF THE VERO BEACH MUNICIPAL POWER PLANT ON THE RIGHT.  TURN
 AF6802'RIGHT ON THE MAIN ENTRANCE ROAD AND GO EAST FOR 0.15 MI (0.2 KM) TO
 AF6802'THE OIL BARGE BASIN AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF
 AF6802'THE NORTH RETAINING WALL OF THE WATER INTAKE STRUCTURE ABOUT 2.0 FT
 AF6802'(0.6 M) ABOVE THE LEVEL OF THE GROUND.
 AF6802'
 AF6802'LOCATED 194.7 FT (59.3 M) SOUTHWEST OF A FIRE HYDRANT, 171.3 FT (52.2
 AF6802'M) SOUTHEAST OF ANOTHER FIRE HYDRANT, 88.4 FT (26.9 M) SOUTH OF THE
 AF6802'APPROXIMATE CENTERLINE OF THE POWER PLANT MAIN ENTRANCE ROAD, 81.5 FT
 AF6802'(24.8 M) SOUTH-SOUTHWEST OF TIDAL MARK NO 2 1972 AND 0.5 FT (0.2 M)
 AF6802'NORTH OF THE SOUTH FACE OF THE WATER INTAKE STRUCTURES NORTH RETAINING
 AF6802'WALL.
 AF6802
 AF6802                          STATION RECOVERY (2006)
 AF6802
 AF6802'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6802'RECOVERED IN GOOD CONDITION.
 AF6802
 AF6802                          STATION RECOVERY (2011)
 AF6802
 AF6802'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AF6802'RECOVERED IN GOOD CONDITION.
 AF6802
 AF6802                          STATION RECOVERY (2017)
 AF6802
 AF6802'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 AF6802'RECOVERED IN GOOD CONDITION.
 AF6802
 AF6802                          STATION RECOVERY (2020)
 AF6802
 AF6802'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6802'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6801 ***********************************************************************
 AF6801  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6801  DESIGNATION -  872 2125 2
 AF6801  PID         -  AF6801
 AF6801  STATE/COUNTY-  FL/INDIAN RIVER
 AF6801  COUNTRY     -  US
 AF6801  USGS QUAD   -  VERO BEACH (2018)
 AF6801
 AF6801                         *CURRENT SURVEY CONTROL
 AF6801  ______________________________________________________________________
 AF6801* NAD 83(1986) POSITION- 27 37 58.57   (N) 080 22 33.38   (W)   HD_HELD1
 AF6801* NAVD 88 ORTHO HEIGHT -     1.678 (meters)        5.51  (feet) ADJUSTED
 AF6801  ______________________________________________________________________
 AF6801  GEOID HEIGHT    -        -27.726 (meters)                     GEOID18
 AF6801  DYNAMIC HEIGHT  -          1.675 (meters)        5.50  (feet) COMP
 AF6801  MODELED GRAVITY -    979,157.5   (mgal)                       NAVD 88
 AF6801
 AF6801  VERT ORDER      -  SECOND    CLASS I
 AF6801
 AF6801.The horizontal coordinates were determined by differentially corrected
 AF6801.hand held GPS observations or other comparable positioning techniques
 AF6801.and have an estimated accuracy of +/- 3 meters.
 AF6801
 AF6801.The orthometric height was determined by differential leveling and
 AF6801.adjusted by the NATIONAL GEODETIC SURVEY
 AF6801.in July 2011.
 AF6801
 AF6801.No vertical observational check was made to the station.
 AF6801
 AF6801.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6801.GEOID18 height accuracy estimate available here.
 AF6801
 AF6801.This Tidal Bench Mark is designated as VM 5412
 AF6801.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6801
 AF6801.Click photographs - Photos may exist for this station.
 AF6801
 AF6801.The dynamic height is computed by dividing the NAVD 88
 AF6801.geopotential number by the normal gravity value computed on the
 AF6801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6801.degrees latitude (g = 980.6199 gals.).
 AF6801
 AF6801.The modeled gravity was interpolated from observed gravity values.
 AF6801
 AF6801;                    North         East    Units  Estimated Accuracy
 AF6801;SPC FL E     -   365,690.2     261,587.6     MT  (+/- 3 meters HH1 GPS) 
 AF6801
 AF6801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6156656697(NAD 83)
 AF6801
 AF6801                          SUPERSEDED SURVEY CONTROL
 AF6801
 AF6801  NAVD 88 (06/15/91)    1.681  (m)            5.52   (f) SUPERSEDED  2 1
 AF6801  NGVD 29 (09/01/92)    2.135  (m)            7.00   (f) ADJUSTED    2 1
 AF6801
 AF6801.Superseded values are not recommended for survey control.
 AF6801
 AF6801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6801.See file dsdata.pdf to determine how the superseded data were derived.
 AF6801
 AF6801_MARKER: DB = BENCH MARK DISK
 AF6801_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AF6801_SP_SET: SEAWALL
 AF6801_STAMPING: NO 2 1972
 AF6801_MARK LOGO: CGS
 AF6801_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6801+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2020
 AF6801
 AF6801  HISTORY     - Date     Condition        Report By
 AF6801  HISTORY     - 1972     MONUMENTED       NOS
 AF6801  HISTORY     - 1979     GOOD             FLDNR
 AF6801  HISTORY     - 1980     GOOD             FLDNR
 AF6801  HISTORY     - 1984     GOOD             FLDNR
 AF6801  HISTORY     - 1988     GOOD             USPSQD
 AF6801  HISTORY     - 19940707 GOOD             USPSQD
 AF6801  HISTORY     - 19960115 GOOD             USPSQD
 AF6801  HISTORY     - 19980121 GOOD             USPSQD
 AF6801  HISTORY     - 20020228 GOOD             USPSQD
 AF6801  HISTORY     - 20020919 GOOD             FLDEP
 AF6801  HISTORY     - 20060316 GOOD             USPSQD
 AF6801  HISTORY     - 20110104 GOOD             FL-061
 AF6801  HISTORY     - 20170124 GOOD             NGS
 AF6801  HISTORY     - 20200118 GOOD             GEOCAC
 AF6801
 AF6801                          STATION DESCRIPTION
 AF6801
 AF6801'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6801'VERO BEACH.
 AF6801'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND 17TH STREET IN VERO
 AF6801'BEACH, PROCEED EAST 0.85 MILE ALONG 17TH STREET TO THE ENTRANCE TO THE
 AF6801'VERO BEACH MUNICIPAL POWER PLANT, PROCEED THROUGH THE ENTRANCE AND GO
 AF6801'EAST 0.15 MILE TO THE OIL BARGE BASIN AND THE MARK. THE MARK BEARS
 AF6801'10 FEET SOUTH OF THE PAVED ROAD CENTERLINE LEADING TO THE LOADING
 AF6801'PLATFORM, AND 1.6 FEET EAST OF THE NORTHWEST CORNER OF THE SEAWALL.
 AF6801
 AF6801                          STATION RECOVERY (1980)
 AF6801
 AF6801'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF6801'RECOVERED IN GOOD CONDITION.
 AF6801
 AF6801                          STATION RECOVERY (1984)
 AF6801
 AF6801'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6801'RECOVERED IN GOOD CONDITION.
 AF6801
 AF6801                          STATION RECOVERY (1988)
 AF6801
 AF6801'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6801'RECOVERED IN GOOD CONDITION.
 AF6801
 AF6801                          STATION RECOVERY (1994)
 AF6801
 AF6801'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6801'RECOVERED IN GOOD CONDITION.
 AF6801
 AF6801                          STATION RECOVERY (1996)
 AF6801
 AF6801'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6801'RECOVERED IN GOOD CONDITION.
 AF6801
 AF6801                          STATION RECOVERY (1998)
 AF6801
 AF6801'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6801'RECOVERED IN GOOD CONDITION.
 AF6801
 AF6801                          STATION RECOVERY (2002)
 AF6801
 AF6801'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6801'RECOVERED IN GOOD CONDITION.
 AF6801
 AF6801                          STATION RECOVERY (2002)
 AF6801
 AF6801'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AF6801'THE MARK IS IN VERO BEACH, ON THE WEST SIDE OF THE INDIAN RIVER, NEAR
 AF6801'THE GROUND OF THE VERO BEACH MUNICIPAL POWER PLANT IN SECTION 6,
 AF6801'TOWNSHIP 33 SOUTH, RANGE 40 EAST.
 AF6801'
 AF6801'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND 17TH
 AF6801'STREET IN VERO BEACH, GO EAST ON 17TH STREET FOR 0.7 MI (1.1 KM) TO
 AF6801'THE INTERSECTION OF INDIAN RIVER BOULEVARD.  TURN LEFT ON INDIAN RIVER
 AF6801'BOULEVARD AND GO NORTH FOR ABOUT 200.0 FT (61.0 M) TO THE MAIN
 AF6801'ENTRANCE OF THE VERO BEACH MUNICIPAL POWER PLANT ON THE RIGHT.  TURN
 AF6801'RIGHT ON THE MAIN ENTRANCE ROAD AND GO EAST FOR 0.15 MI (0.2 KM) TO
 AF6801'THE OIL BARGE BASIN AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF
 AF6801'THE NORTHWEST CORNER OF THE CONCRETE SEAWALL OF THE OIL BARGE BASIN
 AF6801'AND ABOUT LEVEL WITH THE ENTRANCE ROAD.
 AF6801'
 AF6801'LOCATED 169.5 FT (51.7 M) EAST OF A FIRE HYDRANT, 113.2 FT (34.5 M)
 AF6801'WEST-SOUTHWEST OF ANOTHER FIRE HYDRANT, 81.5 FT (24.8 M)
 AF6801'NORTH-NORTHEAST OF TIDAL MARK NO 1 1972, 10.2 FT (3.1 M) SOUTH OF THE
 AF6801'APPROXIMATE CENTERLINE OF THE POWER PLANTS MAIN ENTRANCE ROAD AND 4.4
 AF6801'FT (1.3 M) SOUTHWEST OF A 1.0 FT (0.3 M) WIDE X 1.9 FT (0.6 M) TALL
 AF6801'BOLLARD.
 AF6801
 AF6801                          STATION RECOVERY (2006)
 AF6801
 AF6801'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6801'RECOVERED IN GOOD CONDITION.
 AF6801
 AF6801                          STATION RECOVERY (2011)
 AF6801
 AF6801'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AF6801'RECOVERED IN GOOD CONDITION.
 AF6801
 AF6801                          STATION RECOVERY (2017)
 AF6801
 AF6801'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 AF6801'RECOVERED IN GOOD CONDITION.
 AF6801
 AF6801                          STATION RECOVERY (2020)
 AF6801
 AF6801'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6801'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6931 ***********************************************************************
 AF6931  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6931  DESIGNATION -  872 2125 A
 AF6931  PID         -  AF6931
 AF6931  STATE/COUNTY-  FL/INDIAN RIVER
 AF6931  COUNTRY     -  US
 AF6931  USGS QUAD   -  RIOMAR (2018)
 AF6931
 AF6931                         *CURRENT SURVEY CONTROL
 AF6931  ______________________________________________________________________
 AF6931* NAD 83(1986) POSITION- 27 38 01.     (N) 080 22 30.     (W)   SCALED
 AF6931* NAVD 88 ORTHO HEIGHT -     1.563 (meters)        5.13  (feet) ADJUSTED
 AF6931  ______________________________________________________________________
 AF6931  GEOID HEIGHT    -        -27.730 (meters)                     GEOID18
 AF6931  DYNAMIC HEIGHT  -          1.560 (meters)        5.12  (feet) COMP
 AF6931  MODELED GRAVITY -    979,157.5   (mgal)                       NAVD 88
 AF6931
 AF6931  VERT ORDER      -  SECOND    CLASS I
 AF6931
 AF6931.The horizontal coordinates were scaled from a map and have
 AF6931.an estimated accuracy of +/- 6 seconds.
 AF6931
 AF6931.The orthometric height was determined by differential leveling and
 AF6931.adjusted by the NATIONAL GEODETIC SURVEY
 AF6931.in June 1991.
 AF6931
 AF6931.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6931.GEOID18 height accuracy estimate available here.
 AF6931
 AF6931.This Tidal Bench Mark is designated as VM 5413
 AF6931.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6931
 AF6931.Click photographs - Photos may exist for this station.
 AF6931
 AF6931.The dynamic height is computed by dividing the NAVD 88
 AF6931.geopotential number by the normal gravity value computed on the
 AF6931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6931.degrees latitude (g = 980.6199 gals.).
 AF6931
 AF6931.The modeled gravity was interpolated from observed gravity values.
 AF6931
 AF6931;                    North         East    Units  Estimated Accuracy
 AF6931;SPC FL E     -   365,770.      261,680.      MT  (+/- 180 meters Scaled)
 AF6931
 AF6931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL616567(NAD 83)
 AF6931
 AF6931                          SUPERSEDED SURVEY CONTROL
 AF6931
 AF6931  NGVD 29 (09/01/92)    2.017  (m)            6.62   (f) ADJUSTED    2 1
 AF6931
 AF6931.Superseded values are not recommended for survey control.
 AF6931
 AF6931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6931.See file dsdata.pdf to determine how the superseded data were derived.
 AF6931
 AF6931_STAMPING: 2125 A 1980 BSM
 AF6931_MARK LOGO: FLDNR
 AF6931
 AF6931  HISTORY     - Date     Condition        Report By
 AF6931  HISTORY     - 1980     MONUMENTED       FLDNR
 AF6931  HISTORY     - 1984     GOOD             FLDNR
 AF6931  HISTORY     - 1989     GOOD             USPSQD
 AF6931  HISTORY     - 19940801 GOOD             USPSQD
 AF6931  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6931  HISTORY     - 19980121 MARK NOT FOUND   USPSQD
 AF6931  HISTORY     - 20020919 MARK NOT FOUND   FLDEP
 AF6931  HISTORY     - 20040226 MARK NOT FOUND   USPSQD
 AF6931  HISTORY     - 20110204 MARK NOT FOUND   FL-061
 AF6931  HISTORY     - 20200118 MARK NOT FOUND   GEOCAC
 AF6931
 AF6931                          STATION DESCRIPTION
 AF6931
 AF6931'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6931'IN VERO BEACH.
 AF6931'TO REACH, START AT THE INTERSECTION OF U.S. 1 AND 17TH STREET IN VERO
 AF6931'BEACH, PROCEED EAST ON 17TH STREET 0.65 MILE TO THE MARK.  THE MARK
 AF6931'BEARS 25.3 FEET NORTH OF THE WESTBOUND LANE OF 17TH STREET, 143.0 FEET
 AF6931'EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF INDIAN RIVER
 AF6931'BOULEVARD, 2.6 FEET WEST OF THE FIRST STREET LIGHT ON THE NORTHWEST
 AF6931'CORNER OF THE RAMP FOR THE 17TH STREET BRIDGE OVER THE INDIAN RIVER,
 AF6931'BRIDGE NUMBER 880077, 1.8 FEET NORTH OF THE NORTH SIDE OF A 3-FOOT
 AF6931'HIGH CONCRETE RAIL, 4.6 FEET SOUTH OF THE SOUTH SIDE OF A FENCE AROUND
 AF6931'THE VERO BEACH MUNICIPAL POWER PLANT, 63.4 FEET EAST OF THE SOUTHWEST
 AF6931'CORNER OF THE FENCE, 1.6 FEET NORTH OF A WITNESS POST, AND LEVEL WITH
 AF6931'THE GROUND.
 AF6931
 AF6931                          STATION RECOVERY (1984)
 AF6931
 AF6931'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6931'RECOVERED IN GOOD CONDITION.
 AF6931
 AF6931                          STATION RECOVERY (1989)
 AF6931
 AF6931'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6931'RECOVERED IN GOOD CONDITION.
 AF6931
 AF6931                          STATION RECOVERY (1994)
 AF6931
 AF6931'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6931'RECOVERED IN GOOD CONDITION.
 AF6931
 AF6931                          STATION RECOVERY (1996)
 AF6931
 AF6931'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6931'MARK NOT FOUND.
 AF6931
 AF6931                          STATION RECOVERY (1998)
 AF6931
 AF6931'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6931'MARK NOT FOUND.
 AF6931
 AF6931                          STATION RECOVERY (2002)
 AF6931
 AF6931'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (RWH)
 AF6931'MARK WAS NOT FOUND.  NEW CONSTRUCTION IN THE AREA MAY HAVE DESTROYED
 AF6931'THE MARK.
 AF6931
 AF6931                          STATION RECOVERY (2004)
 AF6931
 AF6931'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCK)
 AF6931'MARKER OBLITERATED BY CONSTRUCTION OF BRIDGE WALKWAY
 AF6931
 AF6931                          STATION RECOVERY (2011)
 AF6931
 AF6931'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AF6931'MARK NOT FOUND.
 AF6931
 AF6931                          STATION RECOVERY (2020)
 AF6931
 AF6931'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6931'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6932 ***********************************************************************
 AF6932  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6932  DESIGNATION -  872 2125 B
 AF6932  PID         -  AF6932
 AF6932  STATE/COUNTY-  FL/INDIAN RIVER
 AF6932  COUNTRY     -  US
 AF6932  USGS QUAD   -  RIOMAR (2018)
 AF6932
 AF6932                         *CURRENT SURVEY CONTROL
 AF6932  ______________________________________________________________________
 AF6932* NAD 83(1986) POSITION- 27 38 01.     (N) 080 22 30.     (W)   SCALED
 AF6932* NAVD 88 ORTHO HEIGHT -     1.571 (meters)        5.15  (feet) ADJUSTED
 AF6932  ______________________________________________________________________
 AF6932  GEOID HEIGHT    -        -27.730 (meters)                     GEOID18
 AF6932  DYNAMIC HEIGHT  -          1.568 (meters)        5.14  (feet) COMP
 AF6932  MODELED GRAVITY -    979,157.5   (mgal)                       NAVD 88
 AF6932
 AF6932  VERT ORDER      -  SECOND    CLASS I
 AF6932
 AF6932.The horizontal coordinates were scaled from a map and have
 AF6932.an estimated accuracy of +/- 6 seconds.
 AF6932
 AF6932.The orthometric height was determined by differential leveling and
 AF6932.adjusted by the NATIONAL GEODETIC SURVEY
 AF6932.in June 1991.
 AF6932
 AF6932.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6932.GEOID18 height accuracy estimate available here.
 AF6932
 AF6932.This Tidal Bench Mark is designated as VM 5414
 AF6932.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6932
 AF6932.Click photographs - Photos may exist for this station.
 AF6932
 AF6932.The dynamic height is computed by dividing the NAVD 88
 AF6932.geopotential number by the normal gravity value computed on the
 AF6932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6932.degrees latitude (g = 980.6199 gals.).
 AF6932
 AF6932.The modeled gravity was interpolated from observed gravity values.
 AF6932
 AF6932;                    North         East    Units  Estimated Accuracy
 AF6932;SPC FL E     -   365,770.      261,680.      MT  (+/- 180 meters Scaled)
 AF6932
 AF6932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL616567(NAD 83)
 AF6932
 AF6932                          SUPERSEDED SURVEY CONTROL
 AF6932
 AF6932  NGVD 29 (09/01/92)    2.026  (m)            6.65   (f) ADJUSTED    2 1
 AF6932
 AF6932.Superseded values are not recommended for survey control.
 AF6932
 AF6932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6932.See file dsdata.pdf to determine how the superseded data were derived.
 AF6932
 AF6932_STAMPING: 2125 B 1980 BSM
 AF6932_MARK LOGO: FLDNR
 AF6932
 AF6932  HISTORY     - Date     Condition        Report By
 AF6932  HISTORY     - 1980     MONUMENTED       FLDNR
 AF6932  HISTORY     - 1984     GOOD             FLDNR
 AF6932  HISTORY     - 1989     GOOD             USPSQD
 AF6932  HISTORY     - 19940801 GOOD             USPSQD
 AF6932  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6932  HISTORY     - 19980121 GOOD             USPSQD
 AF6932  HISTORY     - 20020919 MARK NOT FOUND   FLDEP
 AF6932  HISTORY     - 20040226 MARK NOT FOUND   USPSQD
 AF6932  HISTORY     - 20060323 MARK NOT FOUND   USPSQD
 AF6932  HISTORY     - 20110204 MARK NOT FOUND   FL-061
 AF6932  HISTORY     - 20200118 MARK NOT FOUND   GEOCAC
 AF6932
 AF6932                          STATION DESCRIPTION
 AF6932
 AF6932'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6932'IN VERO BEACH.
 AF6932'TO REACH, START AT THE INTERSECTION OF U.S. 1 AND 17TH STREET IN VERO
 AF6932'BEACH, PROCEED EAST ON 17TH STREET 0.65 MILE TO THE MARK.  THE MARK
 AF6932'BEARS 33.6 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF 17TH
 AF6932'STREET, 83.7 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 AF6932'INDIAN RIVER BOULEVARD, 39.5 FEET NORTHEAST OF A FIRE HYDRANT, 6.8
 AF6932'FEET EAST OF A 2-FOOT SQUARE CONCRETE POWER POLE, 8.8 FEET WEST OF A
 AF6932'CONCRETE POWER POLE, 13.9 FEET WEST OF THE NORTHWEST CORNER OF A FENCE
 AF6932'AROUND THE CITY OF VERO BEACH TREATMENT PLANT, 1.5 FEET NORTH OF A
 AF6932'WITNESS POST, LEVEL WITH THE GROUND, AND 259.0 FEET WEST OF BENCH MARK
 AF6932'2125 C 1980.
 AF6932
 AF6932                          STATION RECOVERY (1984)
 AF6932
 AF6932'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6932'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 6
 AF6932'INCHES BELOW THE GROUND AND THE WITNESS POST IS GONE.  THE MARK IS
 AF6932'ALSO 1.3 FEET SOUTH OF A DEDICATION MONUMENT FOR THE 17TH STREET
 AF6932'BRIDGE.
 AF6932
 AF6932                          STATION RECOVERY (1989)
 AF6932
 AF6932'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6932'RECOVERED IN GOOD CONDITION.
 AF6932
 AF6932                          STATION RECOVERY (1994)
 AF6932
 AF6932'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6932'RECOVERED IN GOOD CONDITION.
 AF6932
 AF6932                          STATION RECOVERY (1996)
 AF6932
 AF6932'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6932'MARK NOT FOUND.
 AF6932
 AF6932                          STATION RECOVERY (1998)
 AF6932
 AF6932'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6932'RECOVERED IN GOOD CONDITION.
 AF6932
 AF6932                          STATION RECOVERY (2002)
 AF6932
 AF6932'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (RWH)
 AF6932'MARK WAS NOT FOUND.  NEW CONSTRUCTION IN THE AREA MAY HAVE DESTROYED
 AF6932'THE MARK.
 AF6932
 AF6932                          STATION RECOVERY (2004)
 AF6932
 AF6932'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCK)
 AF6932'MARKER 2125D DTD 1995 FOUND AT THIS LOCATION.
 AF6932'10 FT 7 INCHES WEST OF A 2 FT HIGH CONCRETE POWER POLE AND 39.5 FT
 AF6932'NORTHEAST OF FIRE HYDRANT
 AF6932
 AF6932                          STATION RECOVERY (2006)
 AF6932
 AF6932'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6932'MARK NOT FOUND.
 AF6932
 AF6932                          STATION RECOVERY (2011)
 AF6932
 AF6932'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AF6932'MARK NOT FOUND.
 AF6932
 AF6932                          STATION RECOVERY (2020)
 AF6932
 AF6932'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6932'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4033 ***********************************************************************
 DM4033  DESIGNATION -  872 2125 C
 DM4033  PID         -  DM4033
 DM4033  STATE/COUNTY-  FL/INDIAN RIVER
 DM4033  COUNTRY     -  US
 DM4033  USGS QUAD   -  VERO BEACH (2018)
 DM4033
 DM4033                         *CURRENT SURVEY CONTROL
 DM4033  ______________________________________________________________________
 DM4033* NAD 83(1986) POSITION- 27 37 56.     (N) 080 22 32.     (W)   SCALED
 DM4033* NAVD 88 ORTHO HEIGHT -     4.312 (meters)       14.15  (feet) ADJUSTED
 DM4033  ______________________________________________________________________
 DM4033  GEOID HEIGHT    -        -27.726 (meters)                     GEOID18
 DM4033  DYNAMIC HEIGHT  -          4.305 (meters)       14.12  (feet) COMP
 DM4033  MODELED GRAVITY -    979,157.4   (mgal)                       NAVD 88
 DM4033
 DM4033  VERT ORDER      -  SECOND    CLASS I
 DM4033
 DM4033.The horizontal coordinates were scaled from a map and have
 DM4033.an estimated accuracy of +/- 6 seconds.
 DM4033
 DM4033.The orthometric height was determined by differential leveling and
 DM4033.adjusted by the NATIONAL GEODETIC SURVEY
 DM4033.in July 2011.
 DM4033
 DM4033.No vertical observational check was made to the station.
 DM4033
 DM4033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4033.GEOID18 height accuracy estimate available here.
 DM4033
 DM4033.Click photographs - Photos may exist for this station.
 DM4033
 DM4033.The dynamic height is computed by dividing the NAVD 88
 DM4033.geopotential number by the normal gravity value computed on the
 DM4033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4033.degrees latitude (g = 980.6199 gals.).
 DM4033
 DM4033.The modeled gravity was interpolated from observed gravity values.
 DM4033
 DM4033;                    North         East    Units  Estimated Accuracy
 DM4033;SPC FL E     -   365,610.      261,630.      MT  (+/- 180 meters Scaled)
 DM4033
 DM4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL616566(NAD 83)
 DM4033
 DM4033                          SUPERSEDED SURVEY CONTROL
 DM4033
 DM4033.No superseded survey control is available for this station.
 DM4033
 DM4033_MARKER: DD = SURVEY DISK
 DM4033_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM4033_SP_SET: BRIDGE GUARDRAIL
 DM4033_STAMPING: 2125 C 1980
 DM4033_MARK LOGO: FLDT
 DM4033_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4033_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4033_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4033+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 DM4033
 DM4033  HISTORY     - Date     Condition        Report By
 DM4033  HISTORY     - 1980     MONUMENTED       FLDT
 DM4033  HISTORY     - 20020919 GOOD             FLDEP
 DM4033
 DM4033                          STATION DESCRIPTION
 DM4033
 DM4033'DESCRIBED BY FL DEPT OF ENV PRO 2002 (RWH)
 DM4033'THE MARK IS IN VERO BEACH ON THE WEST SIDE OF THE INDIAN RIVER, IN
 DM4033'SECTION 6, TOWNSHIP 33 SOUTH, RANGE 40 EAST.
 DM4033'
 DM4033'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND 17TH
 DM4033'STREET IN VERO BEACH, GO EAST ON 17TH STREET FOR 0.7 MI (1.1 KM) TO
 DM4033'THE INTERSECTION OF INDIAN RIVER BOULEVARD.  CONTINUE EAST ON 17TH
 DM4033'STREET ABOUT 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT, SET FLUSH IN
 DM4033'THE TOP OF THE SOUTH GUARDRAIL OF THE 17TH STREET BRIDGE 3.0 FT (0.9
 DM4033'M) ABOVE THE LEVEL OF THE ROAD.
 DM4033'
 DM4033'LOCATED ABOUT 250.0 FT (76.2 M) EAST OF TIDAL MARK NUMBER 2125 D 1995,
 DM4033'45.8 FT (14.0 M) SOUTH-SOUTHWEST OF THE FIRST STREET LIGHT ON THE WEST
 DM4033'SIDE OF THE EASTBOUND LANES OF 17TH STREET, 23.4 FT (7.1 M) SOUTH OF
 DM4033'THE APPROXIMATE CENTERLINE OF 17TH STREET (EASTBOUND 2 LANES) AND 1.1
 DM4033'FT (0.3 M) EAST OF THE SOUTHWEST END OF THE 17TH STREET BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6933 ***********************************************************************
 AF6933  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6933  DESIGNATION -  872 2125 C TIDAL
 AF6933  PID         -  AF6933
 AF6933  STATE/COUNTY-  FL/INDIAN RIVER
 AF6933  COUNTRY     -  US
 AF6933  USGS QUAD   -  VERO BEACH (2018)
 AF6933
 AF6933                         *CURRENT SURVEY CONTROL
 AF6933  ______________________________________________________________________
 AF6933* NAD 83(1986) POSITION- 27 37 56.28   (N) 080 22 39.04   (W)   HD_HELD1
 AF6933* NAVD 88 ORTHO HEIGHT -     4.316 (meters)       14.16  (feet) ADJUSTED
 AF6933  ______________________________________________________________________
 AF6933  GEOID HEIGHT    -        -27.722 (meters)                     GEOID18
 AF6933  DYNAMIC HEIGHT  -          4.310 (meters)       14.14  (feet) COMP
 AF6933  MODELED GRAVITY -    979,157.5   (mgal)                       NAVD 88
 AF6933
 AF6933  VERT ORDER      -  SECOND    CLASS I
 AF6933
 AF6933.The horizontal coordinates were determined by differentially corrected
 AF6933.hand held GPS observations or other comparable positioning techniques
 AF6933.and have an estimated accuracy of +/- 3 meters.
 AF6933
 AF6933.The orthometric height was determined by differential leveling and
 AF6933.adjusted by the NATIONAL GEODETIC SURVEY
 AF6933.in June 1991.
 AF6933
 AF6933.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6933.GEOID18 height accuracy estimate available here.
 AF6933
 AF6933.This Tidal Bench Mark is designated as VM 5415
 AF6933.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6933
 AF6933.Click photographs - Photos may exist for this station.
 AF6933
 AF6933.The dynamic height is computed by dividing the NAVD 88
 AF6933.geopotential number by the normal gravity value computed on the
 AF6933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6933.degrees latitude (g = 980.6199 gals.).
 AF6933
 AF6933.The modeled gravity was interpolated from observed gravity values.
 AF6933
 AF6933;                    North         East    Units  Estimated Accuracy
 AF6933;SPC FL E     -   365,618.9     261,432.8     MT  (+/- 3 meters HH1 GPS) 
 AF6933
 AF6933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6141156626(NAD 83)
 AF6933
 AF6933                          SUPERSEDED SURVEY CONTROL
 AF6933
 AF6933  NGVD 29 (09/01/92)    4.772  (m)           15.66   (f) ADJUSTED    2 1
 AF6933
 AF6933.Superseded values are not recommended for survey control.
 AF6933
 AF6933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6933.See file dsdata.pdf to determine how the superseded data were derived.
 AF6933
 AF6933_MARKER: DD = SURVEY DISK
 AF6933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF6933_SP_SET: BRIDGE GUARDRAIL
 AF6933_STAMPING: 2125 C 1980
 AF6933_MARK LOGO: FLDT
 AF6933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6933_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6933+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2025
 AF6933
 AF6933  HISTORY     - Date     Condition        Report By
 AF6933  HISTORY     - 1980     MONUMENTED       FLDT
 AF6933  HISTORY     - 1980     GOOD             FLDNR
 AF6933  HISTORY     - 1984     GOOD             FLDNR
 AF6933  HISTORY     - 1989     GOOD             USPSQD
 AF6933  HISTORY     - 19940801 GOOD             USPSQD
 AF6933  HISTORY     - 19960115 GOOD             USPSQD
 AF6933  HISTORY     - 19980121 MARK NOT FOUND   USPSQD
 AF6933  HISTORY     - 20040226 MARK NOT FOUND   USPSQD
 AF6933  HISTORY     - 20060316 GOOD             USPSQD
 AF6933  HISTORY     - 20110104 GOOD             FL-061
 AF6933  HISTORY     - 20200118 GOOD             GEOCAC
 AF6933  HISTORY     - 20230123 GOOD             USPSQD
 AF6933  HISTORY     - 20250130 GOOD             USPSQD
 AF6933
 AF6933                          STATION DESCRIPTION
 AF6933
 AF6933'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6933'IN VERO BEACH.
 AF6933'TO REACH, START AT THE INTERSECTION OF U.S. 1 AND 17TH STREET IN VERO
 AF6933'BEACH, PROCEED EAST ON 17TH STREET 0.65 MILE TO THE MARK.  THE MARK
 AF6933'BEARS 23.4 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF THE
 AF6933'17TH STREET BRIDGE NUMBER 880077, 1.1 FEET EAST OF THE SOUTHWEST
 AF6933'CORNER OF THE BRIDGE, 45.8 FEET SOUTH-SOUTHWEST OF THE FIRST STREET
 AF6933'LIGHT ON THE WEST END OF THE BRIDGE, AND 259.0 FEET EAST OF BENCH MARK
 AF6933'2125 B 1980 BSM.  THE MARK IS SET FLUSH IN THE TOP OF A CONCRETE
 AF6933'GUARDRAIL, 2.8 FEET ABOVE THE ROAD SURFACE.
 AF6933
 AF6933                          STATION RECOVERY (1984)
 AF6933
 AF6933'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6933'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT DELETE 45.8 FEET
 AF6933'SOUTH-SOUTHWEST OF THE FIRST STREET ON THE WEST END OF THE BRIDGE.
 AF6933
 AF6933                          STATION RECOVERY (1989)
 AF6933
 AF6933'RECOVERY NOTE BY US POWER SQUADRON 1989 (AG)
 AF6933'RECOVERED IN GOOD CONDITION.
 AF6933
 AF6933                          STATION RECOVERY (1994)
 AF6933
 AF6933'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6933'RECOVERED IN GOOD CONDITION.
 AF6933
 AF6933                          STATION RECOVERY (1996)
 AF6933
 AF6933'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6933'RECOVERED IN GOOD CONDITION.
 AF6933
 AF6933                          STATION RECOVERY (1998)
 AF6933
 AF6933'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6933'MARK NOT FOUND.
 AF6933
 AF6933                          STATION RECOVERY (2004)
 AF6933
 AF6933'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCK)
 AF6933'MARKOBLITERATEDBY CONSTRUCTION.
 AF6933
 AF6933                          STATION RECOVERY (2006)
 AF6933
 AF6933'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6933'RECOVERED IN GOOD CONDITION.
 AF6933
 AF6933                          STATION RECOVERY (2011)
 AF6933
 AF6933'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AF6933'RECOVERED IN GOOD CONDITION.
 AF6933
 AF6933                          STATION RECOVERY (2020)
 AF6933
 AF6933'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6933'RECOVERED IN GOOD CONDITION.
 AF6933
 AF6933                          STATION RECOVERY (2023)
 AF6933
 AF6933'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 AF6933'RECOVERED IN GOOD CONDITION.
 AF6933
 AF6933                          STATION RECOVERY (2025)
 AF6933
 AF6933'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 AF6933'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4023 ***********************************************************************
 DM4023  DESIGNATION -  872 2125 D
 DM4023  PID         -  DM4023
 DM4023  STATE/COUNTY-  FL/INDIAN RIVER
 DM4023  COUNTRY     -  US
 DM4023  USGS QUAD   -  VERO BEACH (2018)
 DM4023
 DM4023                         *CURRENT SURVEY CONTROL
 DM4023  ______________________________________________________________________
 DM4023* NAD 83(1986) POSITION- 27 37 56.3    (N) 080 22 42.4    (W)   HD_HELD2
 DM4023* NAVD 88 ORTHO HEIGHT -     1.822 (meters)        5.98  (feet) ADJUSTED
 DM4023  ______________________________________________________________________
 DM4023  GEOID HEIGHT    -        -27.720 (meters)                     GEOID18
 DM4023  DYNAMIC HEIGHT  -          1.819 (meters)        5.97  (feet) COMP
 DM4023  MODELED GRAVITY -    979,157.3   (mgal)                       NAVD 88
 DM4023
 DM4023  VERT ORDER      -  SECOND    CLASS I
 DM4023
 DM4023.The horizontal coordinates were established by autonomous hand held GPS
 DM4023.observations and have an estimated accuracy of +/- 10 meters.
 DM4023
 DM4023.The orthometric height was determined by differential leveling and
 DM4023.adjusted by the NATIONAL GEODETIC SURVEY
 DM4023.in July 2011.
 DM4023
 DM4023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4023.GEOID18 height accuracy estimate available here.
 DM4023
 DM4023.Click photographs - Photos may exist for this station.
 DM4023
 DM4023.The dynamic height is computed by dividing the NAVD 88
 DM4023.geopotential number by the normal gravity value computed on the
 DM4023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4023.degrees latitude (g = 980.6199 gals.).
 DM4023
 DM4023.The modeled gravity was interpolated from observed gravity values.
 DM4023
 DM4023;                    North         East    Units  Estimated Accuracy
 DM4023;SPC FL E     -   365,619.      261,341.      MT  (+/- 10 meters HH2 GPS)
 DM4023
 DM4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6131956626(NAD 83)
 DM4023
 DM4023                          SUPERSEDED SURVEY CONTROL
 DM4023
 DM4023.No superseded survey control is available for this station.
 DM4023
 DM4023_MARKER: DJ = TIDAL STATION DISK
 DM4023_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM4023_SP_SET: BRIDGE MEMORIAL BASE
 DM4023_STAMPING: 2125 D 1995
 DM4023_MARK LOGO: NOS
 DM4023_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4023+STABILITY: SURFACE MOTION
 DM4023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4023+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2025
 DM4023
 DM4023  HISTORY     - Date     Condition        Report By
 DM4023  HISTORY     - 1995     MONUMENTED       FLDNR
 DM4023  HISTORY     - 20020919 GOOD             FLDEP
 DM4023  HISTORY     - 20200118 GOOD             GEOCAC
 DM4023  HISTORY     - 20230118 GOOD             USPSQD
 DM4023  HISTORY     - 20250121 GOOD             USPSQD
 DM4023
 DM4023                          STATION DESCRIPTION
 DM4023
 DM4023'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DM4023'THE MARK IS IN VERO BEACH, ON THE WEST SIDE OF THE INDIAN RIVER, NEAR
 DM4023'THE GROUND OF THE VERO BEACH MUNICIPAL POWER PLANT IN SECTION 6,
 DM4023'TOWNSHIP 33 SOUTH, RANGE 40 EAST.
 DM4023'
 DM4023'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND 17TH
 DM4023'STREET IN VERO BEACH, GO EAST ON 17TH STREET FOR 0.7 MI (1.1 KM) TO
 DM4023'THE INTERSECTION OF INDIAN RIVER BOULEVARD.  CONTINUE EAST ON 17TH
 DM4023'STREET FOR ABOUT 100.0 FT (30.5 M) TO THE MARK ON THE RIGHT, SET IN
 DM4023'THE TOP OF THE SOUTHWEST CORNER OF THE BASE OF THE 17TH STREET BRIDGE
 DM4023'CONCRETE MEMORIAL ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF 17TH STREET.
 DM4023'LOCATED 96.2 FT (29.3 M) EAST OF THE APPROXIMATE CENTERLINE OF INDIAN
 DM4023'RIVER BOULEVARD, 41.2 FT (12.6 M) SOUTH OF THE APPROXIMATE CENTERLINE
 DM4023'OF 17TH STREET, 39.8 FT (12.1 M) NORTHEAST OF A FIRE HYDRANT, 15.3 FT
 DM4023'(4.7 M) WEST OF AN 8.0 FT (2.4 M) TALL CHAIN LINK FENCE, 5.0 FT (1.5
 DM4023'M) EAST OF A CONCRETE POWER POLE AND 0.6 FT (0.2 M) NORTH OF A
 DM4023'CARSONITE WITNESS POST.
 DM4023
 DM4023                          STATION RECOVERY (2020)
 DM4023
 DM4023'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DM4023'RECOVERED IN GOOD CONDITION.
 DM4023
 DM4023                          STATION RECOVERY (2023)
 DM4023
 DM4023'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 DM4023'RECOVERED IN GOOD CONDITION.
 DM4023
 DM4023                          STATION RECOVERY (2025)
 DM4023
 DM4023'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 DM4023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4024 ***********************************************************************
 DM4024  DESIGNATION -  872 2125 E
 DM4024  PID         -  DM4024
 DM4024  STATE/COUNTY-  FL/INDIAN RIVER
 DM4024  COUNTRY     -  US
 DM4024  USGS QUAD   -  VERO BEACH (2018)
 DM4024
 DM4024                         *CURRENT SURVEY CONTROL
 DM4024  ______________________________________________________________________
 DM4024* NAD 83(1986) POSITION- 27 37 58.48   (N) 080 22 43.06   (W)   HD_HELD1
 DM4024* NAVD 88 ORTHO HEIGHT -     1.229 (meters)        4.03  (feet) ADJUSTED
 DM4024  ______________________________________________________________________
 DM4024  GEOID HEIGHT    -        -27.721 (meters)                     GEOID18
 DM4024  DYNAMIC HEIGHT  -          1.227 (meters)        4.03  (feet) COMP
 DM4024  MODELED GRAVITY -    979,157.3   (mgal)                       NAVD 88
 DM4024
 DM4024  VERT ORDER      -  SECOND    CLASS I
 DM4024
 DM4024.The horizontal coordinates were determined by differentially corrected
 DM4024.hand held GPS observations or other comparable positioning techniques
 DM4024.and have an estimated accuracy of +/- 3 meters.
 DM4024
 DM4024.The orthometric height was determined by differential leveling and
 DM4024.adjusted by the NATIONAL GEODETIC SURVEY
 DM4024.in July 2011.
 DM4024
 DM4024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4024.GEOID18 height accuracy estimate available here.
 DM4024
 DM4024.Click photographs - Photos may exist for this station.
 DM4024
 DM4024.The dynamic height is computed by dividing the NAVD 88
 DM4024.geopotential number by the normal gravity value computed on the
 DM4024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4024.degrees latitude (g = 980.6199 gals.).
 DM4024
 DM4024.The modeled gravity was interpolated from observed gravity values.
 DM4024
 DM4024;                    North         East    Units  Estimated Accuracy
 DM4024;SPC FL E     -   365,686.1     261,322.3     MT  (+/- 3 meters HH1 GPS) 
 DM4024
 DM4024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6130156693(NAD 83)
 DM4024
 DM4024                          SUPERSEDED SURVEY CONTROL
 DM4024
 DM4024.No superseded survey control is available for this station.
 DM4024
 DM4024_MARKER: F = FLANGE-ENCASED ROD
 DM4024_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM4024_STAMPING: 2125 E 1995
 DM4024_MARK LOGO: NGS
 DM4024_PROJECTION: RECESSED 5 CENTIMETERS
 DM4024_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4024_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4024+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2025
 DM4024_ROD/PIPE-DEPTH: 23.8 meters
 DM4024
 DM4024  HISTORY     - Date     Condition        Report By
 DM4024  HISTORY     - 1995     MONUMENTED       FLDNR
 DM4024  HISTORY     - 20020919 GOOD             FLDEP
 DM4024  HISTORY     - 20170124 GOOD             NGS
 DM4024  HISTORY     - 20230123 GOOD             USPSQD
 DM4024  HISTORY     - 20250130 GOOD             USPSQD
 DM4024
 DM4024                          STATION DESCRIPTION
 DM4024
 DM4024'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DM4024'THE MARK IS IN VERO BEACH, ON THE WEST SIDE OF THE INDIAN RIVER, NEAR
 DM4024'THE GROUND OF THE VERO BEACH MUNICIPAL POWER PLANT IN SECTION 6,
 DM4024'TOWNSHIP 33 SOUTH, RANGE 40 EAST.
 DM4024'
 DM4024'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND 17TH
 DM4024'STREET IN VERO BEACH, GO EAST ON 17TH STREET FOR 0.7 MI (1.1 KM) TO
 DM4024'THE INTERSECTION OF INDIAN RIVER BOULEVARD.  TURN LEFT ON INDIAN RIVER
 DM4024'BOULEVARD AND GO NORTH FOR ABOUT 200.0 FT (61.0 M) TO THE MAIN
 DM4024'ENTRANCE OF THE VERO BEACH MUNICIPAL POWER PLANT ON THE RIGHT AND THE
 DM4024'MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DM4024'OF 78.0 FT (23.8 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP RECESSED
 DM4024'0.2 FT (0.1 M) BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF
 DM4024'INDIAN RIVER BOULEVARD, THE DATUM POINT IS RECESSED 0.3 FT (0.1 M)
 DM4024'BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DM4024'
 DM4024'LOCATED 85.3 FT (26.0 M) EAST OF THE APPROXIMATE CENTERLINE OF INDIAN
 DM4024'RIVER BOULEVARD, 44.7 FT (13.6 M) SOUTHEAST OF A CONCRETE POWER POLE,
 DM4024'37.2 FT (11.3 M) SOUTHEAST OF AN ELECTRICAL MANHOLE COVER, 26.3 FT
 DM4024'(8.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE POWER PLANT MAIN
 DM4024'ENTRANCE ROAD, 6.2 FT (1.9 M) NORTHEAST OF A WOODEN POWER POLE NUMBER
 DM4024'209A, 5.0 FT (1.5 M) WEST OF A 8.0 FT (2.4 M) TALL CHAIN LINK FENCE
 DM4024'AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST.
 DM4024'
 DM4024'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM4024'NATIONAL GEODETIC SURVEY LOGO CAP.
 DM4024
 DM4024                          STATION RECOVERY (2017)
 DM4024
 DM4024'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 DM4024'RECOVERED IN GOOD CONDITION.
 DM4024
 DM4024                          STATION RECOVERY (2023)
 DM4024
 DM4024'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 DM4024'RECOVERED IN GOOD CONDITION.
 DM4024
 DM4024                          STATION RECOVERY (2025)
 DM4024
 DM4024'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 DM4024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4025 ***********************************************************************
 DM4025  DESIGNATION -  872 2125 F
 DM4025  PID         -  DM4025
 DM4025  STATE/COUNTY-  FL/INDIAN RIVER
 DM4025  COUNTRY     -  US
 DM4025  USGS QUAD   -  RIOMAR (2018)
 DM4025
 DM4025                         *CURRENT SURVEY CONTROL
 DM4025  ______________________________________________________________________
 DM4025* NAD 83(1986) POSITION- 27 38 03.     (N) 080 22 30.     (W)   SCALED
 DM4025* NAVD 88 ORTHO HEIGHT -     0.892 (meters)        2.93  (feet) ADJUSTED
 DM4025  ______________________________________________________________________
 DM4025  GEOID HEIGHT    -        -27.731 (meters)                     GEOID18
 DM4025  DYNAMIC HEIGHT  -          0.891 (meters)        2.92  (feet) COMP
 DM4025  MODELED GRAVITY -    979,157.5   (mgal)                       NAVD 88
 DM4025
 DM4025  VERT ORDER      -  SECOND    CLASS I
 DM4025
 DM4025.The horizontal coordinates were scaled from a map and have
 DM4025.an estimated accuracy of +/- 6 seconds.
 DM4025
 DM4025.The orthometric height was determined by differential leveling and
 DM4025.adjusted by the NATIONAL GEODETIC SURVEY
 DM4025.in July 2011.
 DM4025
 DM4025.No vertical observational check was made to the station.
 DM4025
 DM4025.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4025.GEOID18 height accuracy estimate available here.
 DM4025
 DM4025.Click photographs - Photos may exist for this station.
 DM4025
 DM4025.The dynamic height is computed by dividing the NAVD 88
 DM4025.geopotential number by the normal gravity value computed on the
 DM4025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4025.degrees latitude (g = 980.6199 gals.).
 DM4025
 DM4025.The modeled gravity was interpolated from observed gravity values.
 DM4025
 DM4025;                    North         East    Units  Estimated Accuracy
 DM4025;SPC FL E     -   365,830.      261,680.      MT  (+/- 180 meters Scaled)
 DM4025
 DM4025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL616568(NAD 83)
 DM4025
 DM4025                          SUPERSEDED SURVEY CONTROL
 DM4025
 DM4025.No superseded survey control is available for this station.
 DM4025
 DM4025_MARKER: F = FLANGE-ENCASED ROD
 DM4025_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM4025_STAMPING: 2125 F 1995
 DM4025_MARK LOGO: NOS
 DM4025_PROJECTION: FLUSH
 DM4025_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4025_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4025+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 DM4025_ROD/PIPE-DEPTH: 21.6 meters
 DM4025
 DM4025  HISTORY     - Date     Condition        Report By
 DM4025  HISTORY     - 1995     MONUMENTED
 DM4025  HISTORY     - 20020919 GOOD             FLDEP
 DM4025
 DM4025                          STATION DESCRIPTION
 DM4025
 DM4025'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DM4025'THE MARK IS IN VERO BEACH, ON THE WEST SIDE OF THE INDIAN RIVER, NEAR
 DM4025'THE GROUND OF THE VERO BEACH MUNICIPAL POWER PLANT IN SECTION 6,
 DM4025'TOWNSHIP 33 SOUTH, RANGE 40 EAST.
 DM4025'
 DM4025'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND 17TH
 DM4025'STREET IN VERO BEACH, GO EAST ON 17TH STREET FOR 0.7 MI (1.1 KM) TO
 DM4025'THE INTERSECTION OF INDIAN RIVER BOULEVARD.  TURN LEFT ON INDIAN RIVER
 DM4025'BOULEVARD AND GO NORTH FOR ABOUT 200.0 FT (61.0 M) TO THE MAIN
 DM4025'ENTRANCE OF THE VERO BEACH MUNICIPAL POWER PLANT ON THE RIGHT.  TURN
 DM4025'RIGHT ON THE MAIN ENTRANCE ROAD AND GO EAST FOR 0.2 MI (0.3 KM) TO A
 DM4025'GRASS DRIVE ON THE LEFT, (WEST OF AND PARALLEL TO THE COOLING TOWER).
 DM4025'TURN LEFT ON THE GRASS DRIVE AND GO NORTHEAST FOR 0.05 MI (0.1 KM) TO
 DM4025'THE NORTHEAST CORNER OF THE POWER PLANT PROPERTY AND THE MARK, A
 DM4025'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 71.0 FT (21.6 M)
 DM4025'WITH A NOS LOGO CAP FLUSH WITH THE GROUND, THE DATUM POINT IS RECESSED
 DM4025'0.3 FT (0.1 M) BELOW THE LEVEL OF THE NOS LOGO CAP.
 DM4025'
 DM4025'LOCATED ABOUT 560.0 FT (170.7 M) NORTHEAST OF TIDAL MARK NO 2 1972,
 DM4025'ABOUT 300.0 FT (91.4 M) NORTHEAST OF THE NORTHWEST CORNER OF THE
 DM4025'COOLING TOWER, ABOUT 277.0 FT (84.4 M) NORTHEAST OF THE NORTHEAST
 DM4025'CORNER OF THE COOLING TOWER, ABOUT 209.0 FT (63.7 M) NORTHEAST OF A
 DM4025'FIRE HYDRANT, 15.5 FT (4.7 M) WEST OF THE WEST BANK OF THE INDIAN
 DM4025'RIVER AND 3.0 FT (0.9 M) SOUTHWEST OF THE NORTHEAST CORNER OF A 8.0 FT
 DM4025'(2.4 M) TALL CHAIN LINK FENCE.
 DM4025'
 DM4025'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 DM4025'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4026 ***********************************************************************
 DM4026  DESIGNATION -  872 2125 G
 DM4026  PID         -  DM4026
 DM4026  STATE/COUNTY-  FL/INDIAN RIVER
 DM4026  COUNTRY     -  US
 DM4026  USGS QUAD   -  RIOMAR (2018)
 DM4026
 DM4026                         *CURRENT SURVEY CONTROL
 DM4026  ______________________________________________________________________
 DM4026* NAD 83(1986) POSITION- 27 37 57.     (N) 080 22 28.     (W)   SCALED
 DM4026* NAVD 88 ORTHO HEIGHT -     0.589 (meters)        1.93  (feet) ADJUSTED
 DM4026  ______________________________________________________________________
 DM4026  GEOID HEIGHT    -        -27.729 (meters)                     GEOID18
 DM4026  DYNAMIC HEIGHT  -          0.588 (meters)        1.93  (feet) COMP
 DM4026  MODELED GRAVITY -    979,157.5   (mgal)                       NAVD 88
 DM4026
 DM4026  VERT ORDER      -  SECOND    CLASS I
 DM4026
 DM4026.The horizontal coordinates were scaled from a map and have
 DM4026.an estimated accuracy of +/- 6 seconds.
 DM4026
 DM4026.The orthometric height was determined by differential leveling and
 DM4026.adjusted by the NATIONAL GEODETIC SURVEY
 DM4026.in July 2011.
 DM4026
 DM4026.No vertical observational check was made to the station.
 DM4026
 DM4026.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4026.GEOID18 height accuracy estimate available here.
 DM4026
 DM4026.Click photographs - Photos may exist for this station.
 DM4026
 DM4026.The dynamic height is computed by dividing the NAVD 88
 DM4026.geopotential number by the normal gravity value computed on the
 DM4026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4026.degrees latitude (g = 980.6199 gals.).
 DM4026
 DM4026.The modeled gravity was interpolated from observed gravity values.
 DM4026
 DM4026;                    North         East    Units  Estimated Accuracy
 DM4026;SPC FL E     -   365,640.      261,740.      MT  (+/- 180 meters Scaled)
 DM4026
 DM4026_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL617566(NAD 83)
 DM4026
 DM4026                          SUPERSEDED SURVEY CONTROL
 DM4026
 DM4026.No superseded survey control is available for this station.
 DM4026
 DM4026_MARKER: DJ = TIDAL STATION DISK
 DM4026_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4026_SP_SET: BRIDGE PILING BASE
 DM4026_STAMPING: 2125 G 1995
 DM4026_MARK LOGO: NOS
 DM4026_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4026_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4026_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4026+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 DM4026
 DM4026  HISTORY     - Date     Condition        Report By
 DM4026  HISTORY     - 1995     MONUMENTED       FLDEP
 DM4026  HISTORY     - 20020919 GOOD             FLDEP
 DM4026
 DM4026                          STATION DESCRIPTION
 DM4026
 DM4026'DESCRIBED BY FL DEPT OF ENV PRO 2002 (RWH)
 DM4026'THE MARK IS IN VERO BEACH, ON THE WEST SIDE OF THE INDIAN RIVER, UNDER
 DM4026'THE NORTH SIDE OF THE 17TH STREET BRIDGE, IN SECTION 6, TOWNSHIP 33
 DM4026'SOUTH, RANGE 40 EAST.
 DM4026'
 DM4026'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND 17TH
 DM4026'STREET IN VERO BEACH, GO EAST ON 17TH STREET FOR 0.7 MI (1.1 KM) TO
 DM4026'THE INTERSECTION OF INDIAN RIVER BOULEVARD.  TURN LEFT ON INDIAN RIVER
 DM4026'BOULEVARD AND GO NORTH FOR ABOUT 200.0 FT (61.0 M) TO THE MAIN
 DM4026'ENTRANCE ROAD TO THE VERO BEACH MUNICIPAL POWER PLANT ON THE RIGHT.
 DM4026'TURN RIGHT ON THE MAIN ENTRANCE ROAD AND GO EAST FOR 0.25 MI (0.4 KM)
 DM4026'TO THE BOAT RAMP, NOW BY BOAT GO SOUTHEASTERLY ABOUT 0.05 MI (0.1 KM)
 DM4026'TO THE MARK, SET IN THE TOP OF THE NORTHEAST CORNER OF THE MOST
 DM4026'NORTHERN PILING BASE OF THE THIRD PILING, STARTING FROM THE WEST SIDE
 DM4026'OF THE BRIDGE, PROJECTING ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE
 DM4026'INDIAN RIVER.
 DM4026'
 DM4026'LOCATED ABOUT 184.0 FT (56.1 M) WEST OF TIDAL MARK NUMBER 2125 H 1995,
 DM4026'11.3 FT (3.4 M) EAST OF THE NORTHWEST CORNER OF THE PILING BASE, 6.6
 DM4026'FT (2.0 M) NORTH OF THE SOUTHEAST CORNER OF THE PILING BASE, 3.1 FT
 DM4026'(0.9 M) NORTHEAST OF THE NORTHEAST PILING FACE AND 2.7 FT (0.8 M)
 DM4026'SOUTHWEST OF THE NORTHEAST CORNER OF THE PILING BASE.
 DM4026'
 DM4026'NOTE ACCESS TO MARK IS BY BOAT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4027 ***********************************************************************
 DM4027  DESIGNATION -  872 2125 H
 DM4027  PID         -  DM4027
 DM4027  STATE/COUNTY-  FL/INDIAN RIVER
 DM4027  COUNTRY     -  US
 DM4027  USGS QUAD   -  RIOMAR (2018)
 DM4027
 DM4027                         *CURRENT SURVEY CONTROL
 DM4027  ______________________________________________________________________
 DM4027* NAD 83(1986) POSITION- 27 37 57.     (N) 080 22 26.     (W)   SCALED
 DM4027* NAVD 88 ORTHO HEIGHT -     0.553 (meters)        1.81  (feet) ADJUSTED
 DM4027  ______________________________________________________________________
 DM4027  GEOID HEIGHT    -        -27.730 (meters)                     GEOID18
 DM4027  DYNAMIC HEIGHT  -          0.552 (meters)        1.81  (feet) COMP
 DM4027  MODELED GRAVITY -    979,157.5   (mgal)                       NAVD 88
 DM4027
 DM4027  VERT ORDER      -  SECOND    CLASS I
 DM4027
 DM4027.The horizontal coordinates were scaled from a map and have
 DM4027.an estimated accuracy of +/- 6 seconds.
 DM4027
 DM4027.The orthometric height was determined by differential leveling and
 DM4027.adjusted by the NATIONAL GEODETIC SURVEY
 DM4027.in July 2011.
 DM4027
 DM4027.No vertical observational check was made to the station.
 DM4027
 DM4027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4027.GEOID18 height accuracy estimate available here.
 DM4027
 DM4027.Click photographs - Photos may exist for this station.
 DM4027
 DM4027.The dynamic height is computed by dividing the NAVD 88
 DM4027.geopotential number by the normal gravity value computed on the
 DM4027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4027.degrees latitude (g = 980.6199 gals.).
 DM4027
 DM4027.The modeled gravity was interpolated from observed gravity values.
 DM4027
 DM4027;                    North         East    Units  Estimated Accuracy
 DM4027;SPC FL E     -   365,640.      261,790.      MT  (+/- 180 meters Scaled)
 DM4027
 DM4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL617566(NAD 83)
 DM4027
 DM4027                          SUPERSEDED SURVEY CONTROL
 DM4027
 DM4027.No superseded survey control is available for this station.
 DM4027
 DM4027_MARKER: DJ = TIDAL STATION DISK
 DM4027_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4027_SP_SET: BRIDGE PILING BASE
 DM4027_STAMPING: 2125 H 1995
 DM4027_MARK LOGO: NOS
 DM4027_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4027_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4027+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 DM4027
 DM4027  HISTORY     - Date     Condition        Report By
 DM4027  HISTORY     - 1995     MONUMENTED       FLDEP
 DM4027  HISTORY     - 20020919 GOOD             FLDEP
 DM4027
 DM4027                          STATION DESCRIPTION
 DM4027
 DM4027'DESCRIBED BY FL DEPT OF ENV PRO 2002 (RWH)
 DM4027'THE MARK IS IN VERO BEACH, ON THE WEST SIDE OF THE INDIAN RIVER, UNDER
 DM4027'THE NORTH SIDE OF THE 17TH STREET BRIDGE, IN SECTION 6, TOWNSHIP 33
 DM4027'SOUTH, RANGE 40 EAST.
 DM4027'
 DM4027'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND 17TH
 DM4027'STREET IN VERO BEACH, GO EAST ON 17TH STREET FOR 0.7 MI (1.1 KM) TO
 DM4027'THE INTERSECTION OF INDIAN RIVER BOULEVARD.  TURN LEFT ON INDIAN RIVER
 DM4027'BOULEVARD AND GO NORTH FOR ABOUT 200.0 FT (61.0 M) TO THE MAIN
 DM4027'ENTRANCE ROAD TO THE VERO BEACH MUNICIPAL POWER PLANT ON THE RIGHT.
 DM4027'TURN RIGHT ON THE MAIN ENTRANCE ROAD AND GO EAST FOR 0.25 MI (0.4 KM)
 DM4027'TO THE BOAT RAMP, NOW BY BOAT GO SOUTHEASTERLY ABOUT 0.1 MI (0.2 KM)
 DM4027'TO THE MARK, SET IN THE TOP OF THE NORTHEAST CORNER OF THE MOST
 DM4027'NORTHERN PILING BASE OF THE FIFTH PILING, STARTING FROM THE WEST SIDE
 DM4027'OF THE BRIDGE, PROJECTING ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE
 DM4027'INDIAN RIVER.
 DM4027'
 DM4027'LOCATED ABOUT 184.0 FT (56.1 M) WEST OF TIDAL MARK NUMBER 2125 J 1995,
 DM4027'10.1 FT (3.1 M) EAST OF THE NORTHWEST CORNER OF THE PILING BASE, 8.9
 DM4027'FT (2.7 M) NORTH OF THE SOUTHEAST CORNER OF THE PILING BASE, 3.6 FT
 DM4027'(1.1 M) NORTHEAST OF THE NORTHEAST PILING FACE AND 3.2 FT (1.0 M)
 DM4027'SOUTHWEST OF THE NORTHEAST CORNER OF THE PILING BASE.
 DM4027'
 DM4027'NOTE ACCESS TO MARK IS BY BOAT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4028 ***********************************************************************
 DM4028  DESIGNATION -  872 2125 J
 DM4028  PID         -  DM4028
 DM4028  STATE/COUNTY-  FL/INDIAN RIVER
 DM4028  COUNTRY     -  US
 DM4028  USGS QUAD   -  RIOMAR (2018)
 DM4028
 DM4028                         *CURRENT SURVEY CONTROL
 DM4028  ______________________________________________________________________
 DM4028* NAD 83(1986) POSITION- 27 37 57.     (N) 080 22 24.     (W)   SCALED
 DM4028* NAVD 88 ORTHO HEIGHT -     0.550 (meters)        1.80  (feet) ADJUSTED
 DM4028  ______________________________________________________________________
 DM4028  GEOID HEIGHT    -        -27.731 (meters)                     GEOID18
 DM4028  DYNAMIC HEIGHT  -          0.549 (meters)        1.80  (feet) COMP
 DM4028  MODELED GRAVITY -    979,157.5   (mgal)                       NAVD 88
 DM4028
 DM4028  VERT ORDER      -  SECOND    CLASS I
 DM4028
 DM4028.The horizontal coordinates were scaled from a map and have
 DM4028.an estimated accuracy of +/- 6 seconds.
 DM4028
 DM4028.The orthometric height was determined by differential leveling and
 DM4028.adjusted by the NATIONAL GEODETIC SURVEY
 DM4028.in July 2011.
 DM4028
 DM4028.No vertical observational check was made to the station.
 DM4028
 DM4028.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4028.GEOID18 height accuracy estimate available here.
 DM4028
 DM4028.Click photographs - Photos may exist for this station.
 DM4028
 DM4028.The dynamic height is computed by dividing the NAVD 88
 DM4028.geopotential number by the normal gravity value computed on the
 DM4028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4028.degrees latitude (g = 980.6199 gals.).
 DM4028
 DM4028.The modeled gravity was interpolated from observed gravity values.
 DM4028
 DM4028;                    North         East    Units  Estimated Accuracy
 DM4028;SPC FL E     -   365,640.      261,850.      MT  (+/- 180 meters Scaled)
 DM4028
 DM4028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL618566(NAD 83)
 DM4028
 DM4028                          SUPERSEDED SURVEY CONTROL
 DM4028
 DM4028.No superseded survey control is available for this station.
 DM4028
 DM4028_MARKER: DJ = TIDAL STATION DISK
 DM4028_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4028_SP_SET: BRIDGE PILING BASE
 DM4028_STAMPING: 2125 J 1995
 DM4028_MARK LOGO: NOS
 DM4028_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4028_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4028+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 DM4028
 DM4028  HISTORY     - Date     Condition        Report By
 DM4028  HISTORY     - 1995     MONUMENTED       FLDEP
 DM4028  HISTORY     - 20020919 GOOD             FLDEP
 DM4028
 DM4028                          STATION DESCRIPTION
 DM4028
 DM4028'DESCRIBED BY FL DEPT OF ENV PRO 2002 (RWH)
 DM4028'THE MARK IS IN VERO BEACH, ON THE WEST SIDE OF THE INDIAN RIVER, UNDER
 DM4028'THE NORTH SIDE OF THE 17TH STREET BRIDGE, IN SECTION 6, TOWNSHIP 33
 DM4028'SOUTH, RANGE 40 EAST.
 DM4028'
 DM4028'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND
 DM4028'17THSTREET IN VERO BEACH, GO EAST ON 17TH STREET FOR 0.7 MI (1.1 KM)
 DM4028'TO THE INTERSECTION OF INDIAN RIVER BOULEVARD.  TURN LEFT ON INDIAN
 DM4028'RIVER BOULEVARD AND GO NORTH FOR ABOUT 200.0 FT (61.0 M) TO THE MAIN
 DM4028'ENTRANCE ROAD TO THE VERO BEACH MUNICIPAL POWER PLANT ON THE RIGHT.
 DM4028'TURN RIGHT ON THE MAIN ENTRANCE ROAD AND GO EAST FOR 0.25 MI (0.4 KM)
 DM4028'TO THE BOAT RAMP, NOW BY BOAT GO SOUTHEASTERLY ABOUT 0.15 MI (0.2 KM)
 DM4028'TO THE MARK, SET IN THE TOP OF THE NORTHEAST CORNER OF THE MOST
 DM4028'NORTHERN PILING BASE OF THE SEVENTH PILING, STARTING FROM THE WEST
 DM4028'SIDE OF THE BRIDGE, PROJECTING ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF
 DM4028'THE INDIAN RIVER.
 DM4028'
 DM4028'LOCATED 184.0 FT (56.1 M) WEST OF TIDAL MARK NUMBER 2125 K 1995, 11.0
 DM4028'FT (3.4 M) NORTH OF THE SOUTHEAST CORNER OF THE PILING BASE, 9.1 FT
 DM4028'(2.8 M) SOUTHEAST OF THE NORTHWEST CORNER OF THE PILING BASE, 3.3 FT
 DM4028'(1.0 M) NORTHEAST OF THE NORTHEAST PILING FACE AND 2.9 FT (0.9 M)
 DM4028'SOUTHWEST OF THE NORTHEAST CORNER OF THE PILING BASE.
 DM4028'
 DM4028'NOTE ACCESS TO MARK IS BY BOAT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4029 ***********************************************************************
 DM4029  DESIGNATION -  872 2125 K
 DM4029  PID         -  DM4029
 DM4029  STATE/COUNTY-  FL/INDIAN RIVER
 DM4029  COUNTRY     -  US
 DM4029  USGS QUAD   -  RIOMAR (2018)
 DM4029
 DM4029                         *CURRENT SURVEY CONTROL
 DM4029  ______________________________________________________________________
 DM4029* NAD 83(1986) POSITION- 27 37 57.     (N) 080 22 22.     (W)   SCALED
 DM4029* NAVD 88 ORTHO HEIGHT -     0.556 (meters)        1.82  (feet) ADJUSTED
 DM4029  ______________________________________________________________________
 DM4029  GEOID HEIGHT    -        -27.732 (meters)                     GEOID18
 DM4029  DYNAMIC HEIGHT  -          0.555 (meters)        1.82  (feet) COMP
 DM4029  MODELED GRAVITY -    979,157.5   (mgal)                       NAVD 88
 DM4029
 DM4029  VERT ORDER      -  SECOND    CLASS I
 DM4029
 DM4029.The horizontal coordinates were scaled from a map and have
 DM4029.an estimated accuracy of +/- 6 seconds.
 DM4029
 DM4029.The orthometric height was determined by differential leveling and
 DM4029.adjusted by the NATIONAL GEODETIC SURVEY
 DM4029.in July 2011.
 DM4029
 DM4029.No vertical observational check was made to the station.
 DM4029
 DM4029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4029.GEOID18 height accuracy estimate available here.
 DM4029
 DM4029.Click photographs - Photos may exist for this station.
 DM4029
 DM4029.The dynamic height is computed by dividing the NAVD 88
 DM4029.geopotential number by the normal gravity value computed on the
 DM4029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4029.degrees latitude (g = 980.6199 gals.).
 DM4029
 DM4029.The modeled gravity was interpolated from observed gravity values.
 DM4029
 DM4029;                    North         East    Units  Estimated Accuracy
 DM4029;SPC FL E     -   365,640.      261,900.      MT  (+/- 180 meters Scaled)
 DM4029
 DM4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL618566(NAD 83)
 DM4029
 DM4029                          SUPERSEDED SURVEY CONTROL
 DM4029
 DM4029.No superseded survey control is available for this station.
 DM4029
 DM4029_MARKER: DJ = TIDAL STATION DISK
 DM4029_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4029_SP_SET: BRIDGE PILING BASE
 DM4029_STAMPING: 2125 K 1995
 DM4029_MARK LOGO: NOS
 DM4029_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4029_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4029+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2002
 DM4029
 DM4029  HISTORY     - Date     Condition        Report By
 DM4029  HISTORY     - 1995     MONUMENTED       FLDEP
 DM4029  HISTORY     - 20020919 GOOD             FLDEP
 DM4029
 DM4029                          STATION DESCRIPTION
 DM4029
 DM4029'DESCRIBED BY FL DEPT OF ENV PRO 2002 (RWH)
 DM4029'THE MARK IS IN VERO BEACH, ON THE WEST SIDE OF THE INDIAN RIVER, UNDER
 DM4029'THE NORTH SIDE OF THE 17TH STREET BRIDGE, IN SECTION 6, TOWNSHIP 33
 DM4029'SOUTH, RANGE 40 EAST.
 DM4029'
 DM4029'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND 17TH
 DM4029'STREET IN VERO BEACH, GO EAST ON 17TH STREET FOR 0.7 MI (1.1 KM) TO
 DM4029'THE INTERSECTION OF INDIAN RIVER BOULEVARD.  TURN LEFT ON INDIAN RIVER
 DM4029'BOULEVARD AND GO NORTH FOR ABOUT 200.0 FT (61.0 M) TO THE MAIN
 DM4029'ENTRANCE ROAD TO THE VERO BEACH MUNICIPAL POWER PLANT ON THE RIGHT.
 DM4029'TURN RIGHT ON THE MAIN ENTRANCE ROAD AND GO EAST FOR 0.25 MI (0.4 KM)
 DM4029'TO THE BOAT RAMP, NOW BY BOAT GO SOUTHEASTERLY ABOUT 0.2 MI (0.3 KM)
 DM4029'TO THE MARK, SET IN THE TOP OF THE NORTHEAST CORNER OF THE MOST
 DM4029'NORTHERN PILING BASE OF THE NINTH PILING, STARTING FROM THE WEST SIDE
 DM4029'OF THE BRIDGE, PROJECTING ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE
 DM4029'INDIAN RIVER.
 DM4029'
 DM4029'LOCATED ABOUT 184.0 FT (56.1 M) WEST OF TIDAL MARK NUMBER 2125 L 1995,
 DM4029'11.1 FT (3.4 M) EAST OF THE NORTHWEST CORNER OF THE PILING BASE, 9.0
 DM4029'FT (2.7 M) NORTH OF THE SOUTHEAST CORNER OF THE PILING BASE, 3.2 FT
 DM4029'(1.0 M) NORTHEAST OF THE NORTHEAST PILING FACE AND 3.0 FT (0.9 M)
 DM4029'SOUTHWEST OF THE NORTHEAST CORNER OF THE PILING BASE.
 DM4029'
 DM4029'NOTE ACCESS TO MARK IS BY BOAT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4030 ***********************************************************************
 DM4030  DESIGNATION -  872 2125 L
 DM4030  PID         -  DM4030
 DM4030  STATE/COUNTY-  FL/INDIAN RIVER
 DM4030  COUNTRY     -  US
 DM4030  USGS QUAD   -  RIOMAR (2018)
 DM4030
 DM4030                         *CURRENT SURVEY CONTROL
 DM4030  ______________________________________________________________________
 DM4030* NAD 83(1986) POSITION- 27 37 56.9    (N) 080 22 19.6    (W)   HD_HELD2
 DM4030* NAVD 88 ORTHO HEIGHT -     0.527 (meters)        1.73  (feet) ADJUSTED
 DM4030  ______________________________________________________________________
 DM4030  GEOID HEIGHT    -        -27.733 (meters)                     GEOID18
 DM4030  DYNAMIC HEIGHT  -          0.526 (meters)        1.73  (feet) COMP
 DM4030  MODELED GRAVITY -    979,157.6   (mgal)                       NAVD 88
 DM4030
 DM4030  VERT ORDER      -  SECOND    CLASS I
 DM4030
 DM4030.The horizontal coordinates were established by autonomous hand held GPS
 DM4030.observations and have an estimated accuracy of +/- 10 meters.
 DM4030
 DM4030.The orthometric height was determined by differential leveling and
 DM4030.adjusted by the NATIONAL GEODETIC SURVEY
 DM4030.in July 2011.
 DM4030
 DM4030.No vertical observational check was made to the station.
 DM4030
 DM4030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4030.GEOID18 height accuracy estimate available here.
 DM4030
 DM4030.Click photographs - Photos may exist for this station.
 DM4030
 DM4030.The dynamic height is computed by dividing the NAVD 88
 DM4030.geopotential number by the normal gravity value computed on the
 DM4030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4030.degrees latitude (g = 980.6199 gals.).
 DM4030
 DM4030.The modeled gravity was interpolated from observed gravity values.
 DM4030
 DM4030;                    North         East    Units  Estimated Accuracy
 DM4030;SPC FL E     -   365,641.      261,966.      MT  (+/- 10 meters HH2 GPS)
 DM4030
 DM4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6194456647(NAD 83)
 DM4030
 DM4030                          SUPERSEDED SURVEY CONTROL
 DM4030
 DM4030.No superseded survey control is available for this station.
 DM4030
 DM4030_MARKER: DJ = TIDAL STATION DISK
 DM4030_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4030_SP_SET: BRIDGE PILING BASE
 DM4030_STAMPING: 2125 L 1995
 DM4030_MARK LOGO: NOS
 DM4030_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4030_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4030_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4030+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2025
 DM4030
 DM4030  HISTORY     - Date     Condition        Report By
 DM4030  HISTORY     - 1995     MONUMENTED       FLDEP
 DM4030  HISTORY     - 20020919 GOOD             FLDEP
 DM4030  HISTORY     - 20250331 GOOD             GEOCAC
 DM4030
 DM4030                          STATION DESCRIPTION
 DM4030
 DM4030'DESCRIBED BY FL DEPT OF ENV PRO 2002 (RWH)
 DM4030'THE MARK IS IN VERO BEACH, ON THE WEST SIDE OF THE INDIAN RIVER, UNDER
 DM4030'THE NORTH SIDE OF THE 17TH STREET BRIDGE, IN SECTION 6, TOWNSHIP 33
 DM4030'SOUTH, RANGE 40 EAST.
 DM4030'
 DM4030'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND 17TH
 DM4030'STREET IN VERO BEACH, GO EAST ON 17TH STREET FOR 0.7 MI (1.1 KM) TO
 DM4030'THE INTERSECTION OF INDIAN RIVER BOULEVARD.  TURN LEFT ON INDIAN RIVER
 DM4030'BOULEVARD AND GO NORTH FOR ABOUT 200.0 FT (61.0 M) TO THE MAIN
 DM4030'ENTRANCE ROAD TO THE VERO BEACH MUNICIPAL POWER PLANT ON THE RIGHT.
 DM4030'TURN RIGHT ON THE MAIN ENTRANCE ROAD AND GO EAST FOR 0.25 MI (0.4 KM)
 DM4030'TO THE BOAT RAMP, NOW BY BOAT GO SOUTHEASTERLY ABOUT 0.2 MI (0.3 KM)
 DM4030'TO THE MARK, SET IN THE TOP OF THE NORTHEAST CORNER OF THE MOST
 DM4030'NORTHERN PILING BASE OF THE 11TH PILING, STARTING FROM THE WEST SIDE
 DM4030'OF THE BRIDGE, PROJECTING ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE
 DM4030'INDIAN RIVER.
 DM4030'
 DM4030'LOCATED ABOUT 184.0 FT (56.1 M) WEST OF TIDAL MARK NUMBER 2125 M
 DM4030'(6971.8 FT) 1995, 11.4 FT (3.5 M) EAST OF THE NORTHWEST CORNER OF THE
 DM4030'PILING BASE, 9.0 FT (2.7 M) NORTH OF THE SOUTHEAST CORNER OF THE
 DM4030'PILING BASE, 3.7 FT (1.1 M) NORTHEAST OF THE NORTHEAST PILING FACE AND
 DM4030'2.7 FT (0.8 M) SOUTHWEST OF THE NORTHEAST CORNER OF THE PILING BASE.
 DM4030'
 DM4030'NOTE ACCESS TO MARK IS BY BOAT.
 DM4030
 DM4030                          STATION RECOVERY (2025)
 DM4030
 DM4030'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DM4030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4031 ***********************************************************************
 DM4031  DESIGNATION -  872 2125 M
 DM4031  PID         -  DM4031
 DM4031  STATE/COUNTY-  FL/INDIAN RIVER
 DM4031  COUNTRY     -  US
 DM4031  USGS QUAD   -  RIOMAR (2018)
 DM4031
 DM4031                         *CURRENT SURVEY CONTROL
 DM4031  ______________________________________________________________________
 DM4031* NAD 83(1986) POSITION- 27 37 57.0    (N) 080 22 17.4    (W)   HD_HELD2
 DM4031* NAVD 88 ORTHO HEIGHT -     0.509 (meters)        1.67  (feet) ADJUSTED
 DM4031  ______________________________________________________________________
 DM4031  GEOID HEIGHT    -        -27.735 (meters)                     GEOID18
 DM4031  DYNAMIC HEIGHT  -          0.508 (meters)        1.67  (feet) COMP
 DM4031  MODELED GRAVITY -    979,157.6   (mgal)                       NAVD 88
 DM4031
 DM4031  VERT ORDER      -  SECOND    CLASS I
 DM4031
 DM4031.The horizontal coordinates were established by autonomous hand held GPS
 DM4031.observations and have an estimated accuracy of +/- 10 meters.
 DM4031
 DM4031.The orthometric height was determined by differential leveling and
 DM4031.adjusted by the NATIONAL GEODETIC SURVEY
 DM4031.in July 2011.
 DM4031
 DM4031.No vertical observational check was made to the station.
 DM4031
 DM4031.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4031.GEOID18 height accuracy estimate available here.
 DM4031
 DM4031.Click photographs - Photos may exist for this station.
 DM4031
 DM4031.The dynamic height is computed by dividing the NAVD 88
 DM4031.geopotential number by the normal gravity value computed on the
 DM4031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4031.degrees latitude (g = 980.6199 gals.).
 DM4031
 DM4031.The modeled gravity was interpolated from observed gravity values.
 DM4031
 DM4031;                    North         East    Units  Estimated Accuracy
 DM4031;SPC FL E     -   365,644.      262,026.      MT  (+/- 10 meters HH2 GPS)
 DM4031
 DM4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6200456651(NAD 83)
 DM4031
 DM4031                          SUPERSEDED SURVEY CONTROL
 DM4031
 DM4031.No superseded survey control is available for this station.
 DM4031
 DM4031_MARKER: DJ = TIDAL STATION DISK
 DM4031_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM4031_SP_SET: BRIDGE PILING BASE
 DM4031_STAMPING: 2125 M 1995
 DM4031_MARK LOGO: NOS
 DM4031_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4031_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4031+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2025
 DM4031
 DM4031  HISTORY     - Date     Condition        Report By
 DM4031  HISTORY     - 1995     MONUMENTED       FLDEP
 DM4031  HISTORY     - 20020919 GOOD             FLDEP
 DM4031  HISTORY     - 20250309 GOOD             GEOCAC
 DM4031
 DM4031                          STATION DESCRIPTION
 DM4031
 DM4031'DESCRIBED BY FL DEPT OF ENV PRO 2002 (RWH)
 DM4031'THE MARK IS IN VERO BEACH, ON THE WEST SIDE OF THE INDIAN RIVER, UNDER
 DM4031'THE NORTH SIDE OF  THE 17TH STREET BRIDGE, IN SECTION 6, TOWNSHIP 33
 DM4031'SOUTH, RANGE 40 EAST.
 DM4031'
 DM4031'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND 17TH
 DM4031'STREET IN VERO  BEACH, GO EAST ON 17TH STREET FOR 0.7 MI (1.1 KM) TO
 DM4031'THE INTERSECTION OF INDIAN RIVER BOULEVARD, TURN LEFT ON INDIAN RIVER
 DM4031'BOULEVARD AND GO NORTH FOR ABOUT 200.0 FT (61.0 M) TO THE MAIN
 DM4031'ENTRANCE ROAD TO THE VERO BEACH MUNICIPAL POWER PLANT ON THE RIGHT.
 DM4031'TURN RIGHT ON  THE MAIN ENTRANCE ROAD AND GO EAST FOR 0.25 MI (0.4 KM)
 DM4031'TO THE BOAT RAMP, NOW BY BOAT GO  SOUTHEASTERLY ABOUT 0.25 MI (0.4 KM)
 DM4031'TO THE MARK, SET IN THE TOP OF THE NORTHEAST CORNER OF  THE MOST
 DM4031'NORTHERN PILING BASE OF THE 13TH PILING, STARTING FROM THE WEST SIDE
 DM4031'OF THE  BRIDGE, PROJECTING ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE
 DM4031'INDIAN RIVER.
 DM4031'
 DM4031'LOCATED ABOUT 184.0 FT (56.1 M) EAST OF TIDAL MARK NUMBER 2125 L 1995,
 DM4031'ABOUT 94.0 FT (28.7 M) SOUTHWEST OF  872-2125 AQUA TRAK (TIDAL GAGE),
 DM4031'11.0 FT (3.4 M) EAST OF THE NORTHWEST CORNER OF THE PILING BASE, 9.0
 DM4031'FT (2.7 M) NORTH OF THE SOUTHWEST CORNER OF THE PILING BASE, 3.5 FT
 DM4031'(1.1 M) SOUTHWEST OF THE  NORTHEAST CORNER OF THE PILING BASE AND 3.3
 DM4031'FT (1.0 M) NORTHEAST OF THE NORTHEAST PILING FACE.
 DM4031'
 DM4031'NOTE ACCESS TO MARK IS BY BOAT.
 DM4031
 DM4031                          STATION RECOVERY (2025)
 DM4031
 DM4031'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DM4031'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6803 ***********************************************************************
 AF6803  DESIGNATION -  872 2125 TIDAL 3
 AF6803  PID         -  AF6803
 AF6803  STATE/COUNTY-  FL/INDIAN RIVER
 AF6803  COUNTRY     -  US
 AF6803  USGS QUAD   -  VERO BEACH (2018)
 AF6803
 AF6803                         *CURRENT SURVEY CONTROL
 AF6803  ______________________________________________________________________
 AF6803* NAD 83(1986) POSITION- 27 38 03.     (N) 080 22 32.     (W)   SCALED
 AF6803* NAVD 88 ORTHO HEIGHT -     1.674 (meters)        5.49  (feet) ADJUSTED
 AF6803  ______________________________________________________________________
 AF6803  GEOID HEIGHT    -        -27.729 (meters)                     GEOID18
 AF6803  DYNAMIC HEIGHT  -          1.671 (meters)        5.48  (feet) COMP
 AF6803  MODELED GRAVITY -    979,157.5   (mgal)                       NAVD 88
 AF6803
 AF6803  VERT ORDER      -  SECOND    CLASS I
 AF6803
 AF6803.The horizontal coordinates were scaled from a map and have
 AF6803.an estimated accuracy of +/- 6 seconds.
 AF6803
 AF6803.The orthometric height was determined by differential leveling and
 AF6803.adjusted by the NATIONAL GEODETIC SURVEY
 AF6803.in June 1991.
 AF6803
 AF6803.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6803.GEOID18 height accuracy estimate available here.
 AF6803
 AF6803.Click photographs - Photos may exist for this station.
 AF6803
 AF6803.The dynamic height is computed by dividing the NAVD 88
 AF6803.geopotential number by the normal gravity value computed on the
 AF6803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6803.degrees latitude (g = 980.6199 gals.).
 AF6803
 AF6803.The modeled gravity was interpolated from observed gravity values.
 AF6803
 AF6803;                    North         East    Units  Estimated Accuracy
 AF6803;SPC FL E     -   365,830.      261,630.      MT  (+/- 180 meters Scaled)
 AF6803
 AF6803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL616568(NAD 83)
 AF6803
 AF6803                          SUPERSEDED SURVEY CONTROL
 AF6803
 AF6803  NGVD 29 (09/01/92)    2.128  (m)            6.98   (f) ADJUSTED    2 1
 AF6803
 AF6803.Superseded values are not recommended for survey control.
 AF6803
 AF6803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6803.See file dsdata.pdf to determine how the superseded data were derived.
 AF6803
 AF6803_MARKER: DB = BENCH MARK DISK
 AF6803_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6803_SP_SET: SEAWALL
 AF6803_STAMPING: NO 3 1972
 AF6803_MARK LOGO: CGS
 AF6803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6803+STABILITY: SURFACE MOTION
 AF6803
 AF6803  HISTORY     - Date     Condition        Report By
 AF6803  HISTORY     - 1972     MONUMENTED       NOS
 AF6803  HISTORY     - 1979     GOOD             FLDNR
 AF6803  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AF6803  HISTORY     - 19940707 MARK NOT FOUND   USPSQD
 AF6803  HISTORY     - 19960115 MARK NOT FOUND   USPSQD
 AF6803  HISTORY     - 19980121 MARK NOT FOUND   USPSQD
 AF6803  HISTORY     - 20060316 MARK NOT FOUND   USPSQD
 AF6803  HISTORY     - 20110204 MARK NOT FOUND   FL-061
 AF6803  HISTORY     - 20200118 MARK NOT FOUND   GEOCAC
 AF6803
 AF6803                          STATION DESCRIPTION
 AF6803
 AF6803'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6803'VERO BEACH.
 AF6803'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND 17TH STREET IN VERO
 AF6803'BEACH, PROCEED EAST 0.85 MILE ALONG 17TH STREET TO THE ENTRANCE TO THE
 AF6803'VERO BEACH MUNICIPAL POWER PLANT, PROCEED THROUGH THE ENTRANCE AND GO
 AF6803'EAST 0.15 MILE TO THE OIL BARGE BASIN AND THE MARK. THE MARK BEARS
 AF6803'97.6 FEET EAST OF THE NORTHWEST CORNER OF THE SEAWALL AND 10 FEET
 AF6803'SOUTH OF THE CENTERLINE OF THE PAVED DOCKSIDE LOADING AREA.
 AF6803
 AF6803                          STATION RECOVERY (1988)
 AF6803
 AF6803'RECOVERY NOTE BY US POWER SQUADRON 1988 (AG)
 AF6803'MARK NOT FOUND.
 AF6803
 AF6803                          STATION RECOVERY (1994)
 AF6803
 AF6803'RECOVERY NOTE BY US POWER SQUADRON 1994
 AF6803'MARK NOT FOUND.
 AF6803
 AF6803                          STATION RECOVERY (1996)
 AF6803
 AF6803'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF6803'MARK NOT FOUND.
 AF6803
 AF6803                          STATION RECOVERY (1998)
 AF6803
 AF6803'RECOVERY NOTE BY US POWER SQUADRON 1998
 AF6803'MARK NOT FOUND.
 AF6803
 AF6803                          STATION RECOVERY (2006)
 AF6803
 AF6803'RECOVERY NOTE BY US POWER SQUADRON 2006 (JB)
 AF6803'MIKE SIEFERT, DIRECTOR OF POWER RESOURCES FOR THE CITY OF VERO BEACH
 AF6803'TOLD US THAT HE MAY HAVE PAVED OVER THE MARKS WITH A CURB SOMETIME IN
 AF6803'THE LAST TWENTY YEARS.
 AF6803
 AF6803                          STATION RECOVERY (2011)
 AF6803
 AF6803'RECOVERY NOTE BY INDIAN RIVER COUNTY FLORIDA 2011 (JS)
 AF6803'MARK NOT FOUND.
 AF6803
 AF6803                          STATION RECOVERY (2020)
 AF6803
 AF6803'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6803'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6809 ***********************************************************************
 AF6809  DESIGNATION -  872 2207 A TIDAL
 AF6809  PID         -  AF6809
 AF6809  STATE/COUNTY-  FL/ST LUCIE
 AF6809  COUNTRY     -  US
 AF6809  USGS QUAD   -  FORT PIERCE (2018)
 AF6809
 AF6809                         *CURRENT SURVEY CONTROL
 AF6809  ______________________________________________________________________
 AF6809* NAD 83(1986) POSITION- 27 28 41.     (N) 080 20 06.     (W)   SCALED
 AF6809* NAVD 88 ORTHO HEIGHT -     2.806 (meters)        9.21  (feet) ADJUSTED
 AF6809  ______________________________________________________________________
 AF6809  GEOID HEIGHT    -        -27.558 (meters)                     GEOID18
 AF6809  DYNAMIC HEIGHT  -          2.801 (meters)        9.19  (feet) COMP
 AF6809  MODELED GRAVITY -    979,150.0   (mgal)                       NAVD 88
 AF6809
 AF6809  VERT ORDER      -  SECOND    CLASS I
 AF6809
 AF6809.The horizontal coordinates were scaled from a map and have
 AF6809.an estimated accuracy of +/- 6 seconds.
 AF6809
 AF6809.The orthometric height was determined by differential leveling and
 AF6809.adjusted by the NATIONAL GEODETIC SURVEY
 AF6809.in June 1991.
 AF6809
 AF6809.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6809.GEOID18 height accuracy estimate available here.
 AF6809
 AF6809.Click photographs - Photos may exist for this station.
 AF6809
 AF6809.The dynamic height is computed by dividing the NAVD 88
 AF6809.geopotential number by the normal gravity value computed on the
 AF6809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6809.degrees latitude (g = 980.6199 gals.).
 AF6809
 AF6809.The modeled gravity was interpolated from observed gravity values.
 AF6809
 AF6809;                    North         East    Units  Estimated Accuracy
 AF6809;SPC FL E     -   348,550.      265,720.      MT  (+/- 180 meters Scaled)
 AF6809
 AF6809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL656395(NAD 83)
 AF6809
 AF6809                          SUPERSEDED SURVEY CONTROL
 AF6809
 AF6809  NGVD 29 (09/01/92)    3.261  (m)           10.70   (f) ADJUSTED    2 1
 AF6809
 AF6809.Superseded values are not recommended for survey control.
 AF6809
 AF6809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6809.See file dsdata.pdf to determine how the superseded data were derived.
 AF6809
 AF6809_STAMPING: 2207 A 1979 CLB
 AF6809_MARK LOGO: FLDNR
 AF6809_PROJECTION: RECESSED 15 CENTIMETERS
 AF6809
 AF6809  HISTORY     - Date     Condition        Report By
 AF6809  HISTORY     - 1979     MONUMENTED       FLDNR
 AF6809  HISTORY     - 1980     GOOD             FLDNR
 AF6809  HISTORY     - 20000907 MARK NOT FOUND   USPSQD
 AF6809  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 AF6809  HISTORY     - 20200221 MARK NOT FOUND   GEOCAC
 AF6809
 AF6809                          STATION DESCRIPTION
 AF6809
 AF6809'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6809'1.6 MI NNW FROM FORT PIERCE.
 AF6809'BEGIN AT THE JUNCTION OF STATE ROAD 605 AND U.S. HIGHWAY 1 NORTH OF
 AF6809'FORT PIERCE, PROCEED NORTHERLY 1.2 MILES ALONG STATE ROAD 605 TO THE
 AF6809'MARK. THE MARK BEARS 20.8 FEET WEST SOUTHWEST OF STATE ROAD 605
 AF6809'CENTERLINE, 67.0 FEET NORTH NORTHWEST OF THE CENTERLINE OF THE
 AF6809'NORTHERN DRIVE FOR CENTRAL TRUCK LINES, 155.0 FEET WEST SOUTHWEST OF
 AF6809'THE WEST RAIL OF THE RAILROAD, AND 5.6 FEET SOUTH SOUTHEAST OF A
 AF6809'POWER POLE WITH WITNESS SIGN NAILED TO IT 1/2 FOOT ABOVE THE BASE OF
 AF6809'THE POLE.
 AF6809
 AF6809                          STATION RECOVERY (1980)
 AF6809
 AF6809'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF6809'RECOVERED IN GOOD CONDITION.
 AF6809
 AF6809                          STATION RECOVERY (2000)
 AF6809
 AF6809'RECOVERY NOTE BY US POWER SQUADRON 2000 (AW)
 AF6809'MARK NOT FOUND.
 AF6809
 AF6809                          STATION RECOVERY (2004)
 AF6809
 AF6809'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCK)
 AF6809'FOUND WITNESS SIGN NAILED TO POWER POLE. MARK COVERED BY YARDS OF
 AF6809'DIRT, APPR 4 FEET HIGH. NEEDS POWER EQUIPMENT TO CLEAR THE DIRT.
 AF6809'GPS POSITION 27 28 42 N AND 080 20 08.2 W
 AF6809'POWER POLE AT THE NW CORNER OF NACO RD AND SR 605
 AF6809
 AF6809                          STATION RECOVERY (2020)
 AF6809
 AF6809'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6809'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6808 ***********************************************************************
 AF6808  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6808  DESIGNATION -  872 2207 B TIDAL
 AF6808  PID         -  AF6808
 AF6808  STATE/COUNTY-  FL/ST LUCIE
 AF6808  COUNTRY     -  US
 AF6808  USGS QUAD   -  FORT PIERCE (2018)
 AF6808
 AF6808                         *CURRENT SURVEY CONTROL
 AF6808  ______________________________________________________________________
 AF6808* NAD 83(1986) POSITION- 27 28 42.4    (N) 080 20 08.4    (W)   HD_HELD2
 AF6808* NAVD 88 ORTHO HEIGHT -     3.127 (meters)       10.26  (feet) ADJUSTED
 AF6808  ______________________________________________________________________
 AF6808  GEOID HEIGHT    -        -27.557 (meters)                     GEOID18
 AF6808  DYNAMIC HEIGHT  -          3.123 (meters)       10.25  (feet) COMP
 AF6808  MODELED GRAVITY -    979,150.1   (mgal)                       NAVD 88
 AF6808
 AF6808  VERT ORDER      -  FIRST     CLASS II
 AF6808
 AF6808.The horizontal coordinates were established by autonomous hand held GPS
 AF6808.observations and have an estimated accuracy of +/- 10 meters.
 AF6808
 AF6808.The orthometric height was determined by differential leveling and
 AF6808.adjusted by the NATIONAL GEODETIC SURVEY
 AF6808.in November 2007.
 AF6808
 AF6808.No vertical observational check was made to the station.
 AF6808
 AF6808.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6808.GEOID18 height accuracy estimate available here.
 AF6808
 AF6808.This Tidal Bench Mark is designated as VM 5420
 AF6808.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6808
 AF6808.Click photographs - Photos may exist for this station.
 AF6808
 AF6808.The dynamic height is computed by dividing the NAVD 88
 AF6808.geopotential number by the normal gravity value computed on the
 AF6808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6808.degrees latitude (g = 980.6199 gals.).
 AF6808
 AF6808.The modeled gravity was interpolated from observed gravity values.
 AF6808
 AF6808;                    North         East    Units  Estimated Accuracy
 AF6808;SPC FL E     -   348,592.      265,654.      MT  (+/- 10 meters HH2 GPS)
 AF6808
 AF6808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6563139604(NAD 83)
 AF6808
 AF6808                          SUPERSEDED SURVEY CONTROL
 AF6808
 AF6808  NAVD 88 (09/06/96)    3.145  (m)           10.32   (f) SUPERSEDED  2 1
 AF6808  NAVD 88 (06/15/91)    3.149  (m)           10.33   (f) SUPERSEDED  2 1
 AF6808  NGVD 29 (09/01/92)    3.605  (m)           11.83   (f) ADJUSTED    2 1
 AF6808
 AF6808.Superseded values are not recommended for survey control.
 AF6808
 AF6808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6808.See file dsdata.pdf to determine how the superseded data were derived.
 AF6808
 AF6808_MARKER: DD = SURVEY DISK
 AF6808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6808_STAMPING: 2207 B 1979 CLB
 AF6808_MARK LOGO: FLDNR
 AF6808_PROJECTION: RECESSED 43 CENTIMETERS
 AF6808_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF6808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6808+STABILITY: SURFACE MOTION
 AF6808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6808+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2020
 AF6808
 AF6808  HISTORY     - Date     Condition        Report By
 AF6808  HISTORY     - 1979     MONUMENTED       FLDNR
 AF6808  HISTORY     - 1980     GOOD             FLDNR
 AF6808  HISTORY     - 1984     GOOD             FLDNR
 AF6808  HISTORY     - 20000907 MARK NOT FOUND   USPSQD
 AF6808  HISTORY     - 20020207 MARK NOT FOUND   USPSQD
 AF6808  HISTORY     - 20050928 GOOD             FLDEP
 AF6808  HISTORY     - 20200221 GOOD             GEOCAC
 AF6808
 AF6808                          STATION DESCRIPTION
 AF6808
 AF6808'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6808'1.55 MI NNW FROM FORT PIERCE.
 AF6808'BEGIN AT THE JUNCTION OF STATE ROAD 605 WITH U.S. HIGHWAY 1 NORTH OF
 AF6808'FORT PIERCE, PROCEED NORTHERLY 1.15 MILES ALONG STATE ROAD 605 TO THE
 AF6808'MARK. THE MARK BEARS 44.0 FEET WEST SOUTHWEST OF STATE ROAD 605
 AF6808'CENTERLINE, 32.3 FEET NORTH NORTHWEST OF NACO ROAD CENTERLINE, 65.7
 AF6808'FEET SOUTH SOUTHEAST OF THE CENTERLINE OF THE SOUTHERN DRIVE TO
 AF6808'CENTRAL TRUCK LINES, AND 3.8 FEET WEST SOUTHWEST OF A POWER POLE WITH
 AF6808'A WITNESS SIGN NAILED 1/2 FOOT ABOVE THE POLES BASE.
 AF6808
 AF6808                          STATION RECOVERY (1980)
 AF6808
 AF6808'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF6808'RECOVERED IN GOOD CONDITION.
 AF6808
 AF6808                          STATION RECOVERY (1984)
 AF6808
 AF6808'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6808'RECOVERED IN GOOD CONDITION.
 AF6808
 AF6808                          STATION RECOVERY (2000)
 AF6808
 AF6808'RECOVERY NOTE BY US POWER SQUADRON 2000 (AW)
 AF6808'MARK NOT FOUND.
 AF6808
 AF6808                          STATION RECOVERY (2002)
 AF6808
 AF6808'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6808'NOT FOUND, LOCATED POWER POLE WITH WITNESS SIGN.
 AF6808'A LARGE 12 FT HIGH PILE OF SAND TO THE SOUTHWEST OF THE POWER POLE.
 AF6808'SUSPECT MARK IS UNDER THIS SAND PILE.
 AF6808
 AF6808                          STATION RECOVERY (2005)
 AF6808
 AF6808'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AF6808'THE MARK IS ABOUT 2.5 MI NORTH OF FORT PIERCE, IN SECTION 33, TOWNSHIP
 AF6808'34 SOUTH, RANGE 40  EAST.
 AF6808'
 AF6808'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 AF6808'HIGHWAY A1A NORTH  (NORTH BEACH CAUSEWAY) IN FORT PIERCE, GO EAST ON
 AF6808'STATE HIGHWAY A1A NORTH (NORTH  BEACH CAUSEWAY) FOR 0.1 MI TO THE
 AF6808'INTERSECTION OF OLD DIXIE HIGHWAY (STATE HIGHWAY 605),  TURN LEFT ON
 AF6808'OLD DIXIE HIGHWAY (STATE HIGHWAY 605) AND GO NORTH FOR 1.2 MI TO THE
 AF6808'JUNCTION OF NACO ROAD ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE
 AF6808'TOP OF A ROUND  CONCRETE MONUMENT RECESSED 1.5 FT BELOW THE LEVEL OF
 AF6808'THE GROUND AND ABOUT LEVEL  WITH OLD DIXIE HIGHWAY.
 AF6808'
 AF6808'LOCATED 44.0 FT WEST OF THE APPROXIMATE CENTERLINE OF OLD DIXIE
 AF6808'HIGHWAY, 32.3 FT  NORTH-NORTHWEST OF THE CENTERLINE OF NACO ROAD, 66.0
 AF6808'FT SOUTH OF THE APPROXIMATE  CENTERLINE OF THE SOUTHERN DRIVE TO A
 AF6808'BUILDING AND 3.8 FT WEST-SOUTHWEST OF A POWER  POLE WITH A WITNESS
 AF6808'SIGN ATTACHED.
 AF6808'
 AF6808'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AF6808'MONUMENT.
 AF6808
 AF6808                          STATION RECOVERY (2020)
 AF6808
 AF6808'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6808'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7538 ***********************************************************************
 AF7538  DESIGNATION -  872 2207 H TIDAL
 AF7538  PID         -  AF7538
 AF7538  STATE/COUNTY-  FL/ST LUCIE
 AF7538  COUNTRY     -  US
 AF7538  USGS QUAD   -  FORT PIERCE (2018)
 AF7538
 AF7538                         *CURRENT SURVEY CONTROL
 AF7538  ______________________________________________________________________
 AF7538* NAD 83(1986) POSITION- 27 28 40.5    (N) 080 20 18.7    (W)   HD_HELD2
 AF7538* NAVD 88 ORTHO HEIGHT -    10.540 (meters)       34.58  (feet) ADJUSTED
 AF7538  ______________________________________________________________________
 AF7538  GEOID HEIGHT    -        -27.550 (meters)                     GEOID18
 AF7538  DYNAMIC HEIGHT  -         10.524 (meters)       34.53  (feet) COMP
 AF7538  MODELED GRAVITY -    979,149.9   (mgal)                       NAVD 88
 AF7538
 AF7538  VERT ORDER      -  FIRST     CLASS II
 AF7538
 AF7538.The horizontal coordinates were established by autonomous hand held GPS
 AF7538.observations and have an estimated accuracy of +/- 10 meters.
 AF7538
 AF7538.The orthometric height was determined by differential leveling and
 AF7538.adjusted by the NATIONAL GEODETIC SURVEY
 AF7538.in November 2007.
 AF7538
 AF7538.No vertical observational check was made to the station.
 AF7538
 AF7538.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7538.GEOID18 height accuracy estimate available here.
 AF7538
 AF7538.Click photographs - Photos may exist for this station.
 AF7538
 AF7538.The dynamic height is computed by dividing the NAVD 88
 AF7538.geopotential number by the normal gravity value computed on the
 AF7538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7538.degrees latitude (g = 980.6199 gals.).
 AF7538
 AF7538.The modeled gravity was interpolated from observed gravity values.
 AF7538
 AF7538;                    North         East    Units  Estimated Accuracy
 AF7538;SPC FL E     -   348,532.      265,372.      MT  (+/- 10 meters HH2 GPS)
 AF7538
 AF7538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6534939544(NAD 83)
 AF7538
 AF7538                          SUPERSEDED SURVEY CONTROL
 AF7538
 AF7538  NAVD 88 (09/06/96)   10.541  (m)           34.58   (f) SUPERSEDED  2 1
 AF7538  NGVD 29 (09/01/92)   11.001  (m)           36.09   (f) ADJUSTED    2 1
 AF7538
 AF7538.Superseded values are not recommended for survey control.
 AF7538
 AF7538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7538.See file dsdata.pdf to determine how the superseded data were derived.
 AF7538
 AF7538_MARKER: DJ = TIDAL STATION DISK
 AF7538_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF7538_SP_SET: BOX DRAIN
 AF7538_STAMPING: 2207 H 1986
 AF7538_MARK LOGO: NOS
 AF7538_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AF7538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7538+STABILITY: SURFACE MOTION
 AF7538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7538+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2020
 AF7538
 AF7538  HISTORY     - Date     Condition        Report By
 AF7538  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7538  HISTORY     - 20050929 GOOD             FLDEP
 AF7538  HISTORY     - 20200221 GOOD             GEOCAC
 AF7538
 AF7538                          STATION DESCRIPTION
 AF7538
 AF7538'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7538'1.55 MI NNW FROM FORT PIERCE.
 AF7538'BEGIN AT THE JUNCTION OF STATE ROAD 605 WITH U.S. HIGHWAY 1 NORTH OF
 AF7538'FORT PIERCE, GO 1.15 MILES NORTH ON STATE ROAD 605 TO THE JUNCTION OF
 AF7538'NACO ROAD, GO 0.2 MILE WEST ON NACO ROAD TO THE MARK.  THE MARK BEARS
 AF7538'32.8 FEET WEST OF THE CENTERLINE OF U.S. HIGHWAY 1 SOUTHBOUND, 59.2
 AF7538'FEET NORTH OF THE SOUTH DRIVEWAY TO FONTENELE PLAZA, 45.5 FEET SOUTH
 AF7538'OF THE NORTH DRIVEWAY TO THE PLAZA, 164 FEET SOUTH OF THE EXTENDED
 AF7538'CENTERLINE OF NACO ROAD AND IS SET IN THE SOUTHEAST CORNER OF A
 AF7538'5-FOOT BY 4.5-FOOT BOX DRAIN.
 AF7538'THE MARK IS 1 FT BELOW HIGHWAY.
 AF7538
 AF7538                          STATION RECOVERY (2005)
 AF7538
 AF7538'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AF7538'THE MARK IS ABOUT 2.5 MI NORTH OF FORT PIERCE, IN SECTION 33, TOWNSHIP
 AF7538'34 SOUTH, RANGE 40  EAST.
 AF7538'
 AF7538'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 AF7538'HIGHWAY A1A NORTH  (NORTH BEACH CAUSEWAY) IN FORT PIERCE, GO NORTH ON
 AF7538'U.S. HIGHWAY 1 FOR 0.65 MI TO THE  JUNCTION OF NACO ROAD ON THE RIGHT
 AF7538'AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE  SOUTHEAST
 AF7538'CORNER OF A 5.0 FT SQUARE BOX DRAIN ABOUT 1.0 FT BELOW THE LEVEL OF
 AF7538'U.S.  HIGHWAY 1 SOUTHBOUND LANES.
 AF7538'
 AF7538'LOCATED 164.0 FT SOUTH OF THE EXTENDED CENTERLINE OF NACO ROAD, 59.2
 AF7538'FT NORTH OF THE  APPROXIMATE CENTERLINE OF THE PLAZA DRIVE, 45.5 FT
 AF7538'SOUTH OF THE NORTH DRIVE WAY TO THE  PLAZA AND 32.8 FT WEST OF THE
 AF7538'CENTERLINE OF U.S. HIGHWAY 1 SOUTHBOUND LANES.
 AF7538
 AF7538                          STATION RECOVERY (2020)
 AF7538
 AF7538'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF7538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI3917 ***********************************************************************
 DI3917  DESIGNATION -  872 2207 J TIDAL
 DI3917  PID         -  DI3917
 DI3917  STATE/COUNTY-  FL/ST LUCIE
 DI3917  COUNTRY     -  US
 DI3917  USGS QUAD   -  FORT PIERCE (2018)
 DI3917
 DI3917                         *CURRENT SURVEY CONTROL
 DI3917  ______________________________________________________________________
 DI3917* NAD 83(1986) POSITION- 27 28 44.5    (N) 080 20 07.4    (W)   HD_HELD2
 DI3917* NAVD 88 ORTHO HEIGHT -     2.332 (meters)        7.65  (feet) ADJUSTED
 DI3917  ______________________________________________________________________
 DI3917  GEOID HEIGHT    -        -27.559 (meters)                     GEOID18
 DI3917  DYNAMIC HEIGHT  -          2.328 (meters)        7.64  (feet) COMP
 DI3917  MODELED GRAVITY -    979,150.0   (mgal)                       NAVD 88
 DI3917
 DI3917  VERT ORDER      -  FIRST     CLASS II
 DI3917
 DI3917.The horizontal coordinates were established by autonomous hand held GPS
 DI3917.observations and have an estimated accuracy of +/- 10 meters.
 DI3917
 DI3917.The orthometric height was determined by differential leveling and
 DI3917.adjusted by the NATIONAL GEODETIC SURVEY
 DI3917.in November 2007.
 DI3917
 DI3917.No vertical observational check was made to the station.
 DI3917
 DI3917.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3917.GEOID18 height accuracy estimate available here.
 DI3917
 DI3917.Click photographs - Photos may exist for this station.
 DI3917
 DI3917.The dynamic height is computed by dividing the NAVD 88
 DI3917.geopotential number by the normal gravity value computed on the
 DI3917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3917.degrees latitude (g = 980.6199 gals.).
 DI3917
 DI3917.The modeled gravity was interpolated from observed gravity values.
 DI3917
 DI3917;                    North         East    Units  Estimated Accuracy
 DI3917;SPC FL E     -   348,656.      265,681.      MT  (+/- 10 meters HH2 GPS)
 DI3917
 DI3917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6565839669(NAD 83)
 DI3917
 DI3917                          SUPERSEDED SURVEY CONTROL
 DI3917
 DI3917.No superseded survey control is available for this station.
 DI3917
 DI3917_MARKER: DD = SURVEY DISK
 DI3917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3917_STAMPING: 2207 J 2005
 DI3917_MARK LOGO: FLDEP
 DI3917_PROJECTION: FLUSH
 DI3917_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3917+STABILITY: SURFACE MOTION
 DI3917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3917+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2020
 DI3917
 DI3917  HISTORY     - Date     Condition        Report By
 DI3917  HISTORY     - 20051013 MONUMENTED       FLDEP
 DI3917  HISTORY     - 20200221 GOOD             GEOCAC
 DI3917
 DI3917                          STATION DESCRIPTION
 DI3917
 DI3917'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI3917'THE MARK IS ABOUT 2.5 MI NORTH OF FORT PIERCE, IN SECTION 33, TOWNSHIP
 DI3917'34 SOUTH, RANGE 40  EAST.
 DI3917'
 DI3917'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 DI3917'HIGHWAY A1A NORTH  (NORTH BEACH CAUSEWAY) IN FORT PIERCE, GO EAST ON
 DI3917'STATE HIGHWAY A1A NORTH (NORTH  BEACH CAUSEWAY) FOR 0.1 MI TO THE
 DI3917'INTERSECTION OF OLD DIXIE HIGHWAY (STATE HIGHWAY 605),  TURN LEFT ON
 DI3917'OLD DIXIE HIGHWAY (STATE HIGHWAY 605) AND GO NORTH FOR 1.2 MI TO THE
 DI3917'JUNCTION OF NACO ROAD ON THE LEFT, CONTINUE NORTH ON OLD DIXIE HIGHWAY
 DI3917'FOR 0.05 MI TO  THE JUNCTION OF A PAVED ROAD ON THE RIGHT AND THE MARK
 DI3917'ON THE RIGHT, SET IN THE TOP OF A  ROUND CONCRETE MONUMENT FLUSH WITH
 DI3917'THE GROUND AND ABOUT LEVEL WITH OLD DIXIE  HIGHWAY.
 DI3917'
 DI3917'LOCATED 109.0 FT EAST OF THE CENTERLINE OF OLD DIXIE HIGHWAY, 36.3 FT
 DI3917'SOUTH OF THE  APPROXIMATE CENTERLINE OF A PAVED ROAD, 25.0 FT
 DI3917'EAST-NORTHEAST OF THE NORTHEAST  CORNER OF A 6-FOOT TALL CHAINLINK
 DI3917'FENCE, 25.0 FT WEST OF THE WEST RAIL OF THE RAILROAD  TRACKS, 7.0 FT
 DI3917'SOUTH OF A 6-INCH POLE WITH A METER BOX ATTACHED AND 3.4 FT EAST OF A
 DI3917'CONCRETE RAILROAD RIGHT-OF-WAY POST AND 3.3 FT EAST OF A CARSONITE
 DI3917'WITNESS POST.
 DI3917'
 DI3917'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI3917'MONUMENT.
 DI3917
 DI3917                          STATION RECOVERY (2020)
 DI3917
 DI3917'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DI3917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4030 ***********************************************************************
 DI4030  DESIGNATION -  872 2207 K TIDAL
 DI4030  PID         -  DI4030
 DI4030  STATE/COUNTY-  FL/ST LUCIE
 DI4030  COUNTRY     -  US
 DI4030  USGS QUAD   -  FORT PIERCE (2018)
 DI4030
 DI4030                         *CURRENT SURVEY CONTROL
 DI4030  ______________________________________________________________________
 DI4030* NAD 83(1986) POSITION- 27 28 47.7    (N) 080 20 08.2    (W)   HD_HELD2
 DI4030* NAVD 88 ORTHO HEIGHT -     1.981 (meters)        6.50  (feet) ADJUSTED
 DI4030  ______________________________________________________________________
 DI4030  GEOID HEIGHT    -        -27.559 (meters)                     GEOID18
 DI4030  DYNAMIC HEIGHT  -          1.978 (meters)        6.49  (feet) COMP
 DI4030  MODELED GRAVITY -    979,150.1   (mgal)                       NAVD 88
 DI4030
 DI4030  VERT ORDER      -  FIRST     CLASS II
 DI4030
 DI4030.The horizontal coordinates were established by autonomous hand held GPS
 DI4030.observations and have an estimated accuracy of +/- 10 meters.
 DI4030
 DI4030.The orthometric height was determined by differential leveling and
 DI4030.adjusted by the NATIONAL GEODETIC SURVEY
 DI4030.in November 2007.
 DI4030
 DI4030.No vertical observational check was made to the station.
 DI4030
 DI4030.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4030.GEOID18 height accuracy estimate available here.
 DI4030
 DI4030.Click photographs - Photos may exist for this station.
 DI4030
 DI4030.The dynamic height is computed by dividing the NAVD 88
 DI4030.geopotential number by the normal gravity value computed on the
 DI4030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4030.degrees latitude (g = 980.6199 gals.).
 DI4030
 DI4030.The modeled gravity was interpolated from observed gravity values.
 DI4030
 DI4030;                    North         East    Units  Estimated Accuracy
 DI4030;SPC FL E     -   348,755.      265,659.      MT  (+/- 10 meters HH2 GPS)
 DI4030
 DI4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6563639767(NAD 83)
 DI4030
 DI4030                          SUPERSEDED SURVEY CONTROL
 DI4030
 DI4030.No superseded survey control is available for this station.
 DI4030
 DI4030_MARKER: DD = SURVEY DISK
 DI4030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI4030_STAMPING: 2207 K 2005
 DI4030_MARK LOGO: FLDEP
 DI4030_PROJECTION: FLUSH
 DI4030_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI4030+STABILITY: SURFACE MOTION
 DI4030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4030+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2020
 DI4030
 DI4030  HISTORY     - Date     Condition        Report By
 DI4030  HISTORY     - 20051013 MONUMENTED       FLDEP
 DI4030  HISTORY     - 20200221 GOOD             GEOCAC
 DI4030
 DI4030                          STATION DESCRIPTION
 DI4030
 DI4030'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI4030'THE MARK IS ABOUT 2.5 MI NORTH OF FORT PIERCE, IN SECTION 33, TOWNSHIP
 DI4030'34 SOUTH, RANGE 40  EAST.
 DI4030'
 DI4030'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 DI4030'HIGHWAY A1A NORTH  (NORTH BEACH CAUSEWAY) IN FORT PIERCE, GO EAST ON
 DI4030'STATE HIGHWAY A1A NORTH (NORTH  BEACH CAUSEWAY) FOR 0.1 MI TO THE
 DI4030'INTERSECTION OF OLD DIXIE HIGHWAY (STATE HIGHWAY 605),  TURN LEFT ON
 DI4030'OLD DIXIE HIGHWAY (STATE HIGHWAY 605) AND GO NORTH FOR 1.2 MI TO THE
 DI4030'JUNCTION OF NACO ROAD ON THE LEFT, CONTINUE NORTH ON OLD DIXIE HIGHWAY
 DI4030'FOR 0.05 MI TO  THE JUNCTION OF A PAVED ROAD ON THE RIGHT, TURN RIGHT
 DI4030'ON THE PAVED ROAD AND GO EAST  FOR ABOUT 150.0 FT TO THE RAILROAD
 DI4030'TRACKS, TURN LEFT ON THE EAST SIDE OF THE RAILROAD  TRACKS AND GO
 DI4030'NORTH FOR ABOUT 288.0 FT TO THE MARK, SET IN THE TOP OF A ROUND
 DI4030'CONCRETE  MONUMENT FLUSH WITH THE GROUND AND ABOUT 2.0 FT BELOW THE
 DI4030'LEVEL OF THE RAILROAD  TRACKS.
 DI4030'
 DI4030'LOCATED 288.0 FT NORTH OF THE CENTERLINE OF A PAVED ROAD, ABOUT 160.0
 DI4030'FT EAST OF OLD DIXIE  HIGHWAY, 11.3 FT EAST OF THE EAST RAIL OF THE
 DI4030'RAILROAD TRACKS, 3.2 FT EAST OF A FLORIDA EAST  COAST RAILROAD
 DI4030'RIGHT-OF-WAY MARKER, 3.0 FT WEST OF A FLORIDA EAST COAST RAILROAD
 DI4030'RIGHT-OF-WAY MARKER AND 2.9 FT WEST OF A CARSONITE WITNESS POST.
 DI4030'
 DI4030'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI4030'MONUMENT.
 DI4030
 DI4030                          STATION RECOVERY (2020)
 DI4030
 DI4030'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DI4030'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6935 ***********************************************************************
 AF6935  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6935  DESIGNATION -  872 2207 TIDAL 1
 AF6935  PID         -  AF6935
 AF6935  STATE/COUNTY-  FL/ST LUCIE
 AF6935  COUNTRY     -  US
 AF6935  USGS QUAD   -  FORT PIERCE (2018)
 AF6935
 AF6935                         *CURRENT SURVEY CONTROL
 AF6935  ______________________________________________________________________
 AF6935* NAD 83(1986) POSITION- 27 28 41.     (N) 080 19 59.     (W)   SCALED
 AF6935* NAVD 88 ORTHO HEIGHT -     1.536 (meters)        5.04  (feet) ADJUSTED
 AF6935  ______________________________________________________________________
 AF6935  GEOID HEIGHT    -        -27.563 (meters)                     GEOID18
 AF6935  DYNAMIC HEIGHT  -          1.533 (meters)        5.03  (feet) COMP
 AF6935  MODELED GRAVITY -    979,150.0   (mgal)                       NAVD 88
 AF6935
 AF6935  VERT ORDER      -  SECOND    CLASS I
 AF6935
 AF6935.The horizontal coordinates were scaled from a map and have
 AF6935.an estimated accuracy of +/- 6 seconds.
 AF6935
 AF6935.The orthometric height was determined by differential leveling and
 AF6935.adjusted by the NATIONAL GEODETIC SURVEY
 AF6935.in September 1996.
 AF6935
 AF6935.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6935.GEOID18 height accuracy estimate available here.
 AF6935
 AF6935.This Tidal Bench Mark is designated as VM 5417
 AF6935.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6935
 AF6935.Click photographs - Photos may exist for this station.
 AF6935
 AF6935.The dynamic height is computed by dividing the NAVD 88
 AF6935.geopotential number by the normal gravity value computed on the
 AF6935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6935.degrees latitude (g = 980.6199 gals.).
 AF6935
 AF6935.The modeled gravity was interpolated from observed gravity values.
 AF6935
 AF6935;                    North         East    Units  Estimated Accuracy
 AF6935;SPC FL E     -   348,550.      265,910.      MT  (+/- 180 meters Scaled)
 AF6935
 AF6935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL658395(NAD 83)
 AF6935
 AF6935                          SUPERSEDED SURVEY CONTROL
 AF6935
 AF6935  NAVD 88 (06/15/91)    1.547  (m)            5.08   (f) SUPERSEDED  2 1
 AF6935  NGVD 29 (09/01/92)    1.990  (m)            6.53   (f) ADJUSTED    2 1
 AF6935
 AF6935.Superseded values are not recommended for survey control.
 AF6935
 AF6935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6935.See file dsdata.pdf to determine how the superseded data were derived.
 AF6935
 AF6935_MARKER: DB = BENCH MARK DISK
 AF6935_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AF6935_STAMPING: NO 1 1972
 AF6935_MARK LOGO: CGS
 AF6935_MAGNETIC: I = MARKER IS A STEEL ROD
 AF6935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF6935
 AF6935  HISTORY     - Date     Condition        Report By
 AF6935  HISTORY     - 1972     MONUMENTED       NOS
 AF6935  HISTORY     - 1980     GOOD             FLDNR
 AF6935  HISTORY     - 1984     GOOD             FLDNR
 AF6935  HISTORY     - 20000907 MARK NOT FOUND   USPSQD
 AF6935  HISTORY     - 20020207 MARK NOT FOUND   USPSQD
 AF6935  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 AF6935  HISTORY     - 20200221 MARK NOT FOUND   GEOCAC
 AF6935
 AF6935                          STATION DESCRIPTION
 AF6935
 AF6935'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6935'1.6 MI NNW FROM FORT PIERCE.
 AF6935'BEGIN AT THE JUNCTION OF STATE ROAD 605 WITH U.S. HIGHWAY 1 NORTH OF
 AF6935'FORT PIERCE, PROCEED NORTHERLY 1.6 MILES ALONG S.R. 605 TO THE MARK,
 AF6935'LOCATED ON THE SEELY FISH COMPANY GROUNDS.  IT IS 68 FEET NORTH OF THE
 AF6935'NORTHWEST CORNER OF THE FISH PACKING HOUSE AND 32 FEET WEST OF THE
 AF6935'NORTHWEST CORNER OF A CONCRETE BLOCK RESTROOM.
 AF6935
 AF6935                          STATION RECOVERY (1984)
 AF6935
 AF6935'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6935'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT FOR THE
 AF6935'FOLLOWING.  THE MARK IS SET IN FRONT OF THE TRIPLE M SEAFOOD COMPANY
 AF6935'IN AN IRREGULAR MASS OF CONCRETE, 0.1 FOOT BELOW THE ROCK GRAVEL
 AF6935'ROAD, 19.1 FEET SOUTHWEST OF THE SOUTH GATE FENCE POST TO RIVERSIDE
 AF6935'MARINA, 17 FEET WEST OF A POWER POLE, 89.2 FEET NORTH OF THE
 AF6935'SOUTHEAST CORNER OF THE DEEP END OF THE LOADING RAMP, 16 FEET
 AF6935'SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE GRAVEL ROAD AND
 AF6935'104.4 FEET NORTHWEST OF THE NORTHEAST CORNER OF THE PACKING HOUSE.
 AF6935
 AF6935                          STATION RECOVERY (2000)
 AF6935
 AF6935'RECOVERY NOTE BY US POWER SQUADRON 2000 (AW)
 AF6935'MARK NOT FOUND.
 AF6935
 AF6935                          STATION RECOVERY (2002)
 AF6935
 AF6935'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6935'MARK NOT FOUND.
 AF6935
 AF6935                          STATION RECOVERY (2004)
 AF6935
 AF6935'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCK)
 AF6935'ACCORDING TO GPS READING 27 28 40 N  AND 080 20 00 W , WHICH IS THE
 AF6935'POSITION GIVEN BY PID, THE DISTANCE FROM THE JUNCTION OF US1 AND SR
 AF6935'605 IS 1.2 MILES AND NOT 1.6.
 AF6935'THE BUILDINGS OF THE SEELY FISH COMPANY HAVE BEEN TAKEN DOWN AND THERE
 AF6935'IS JUST AN OPEN FIELD WITH A LOCKED FENCE AROUND IT.
 AF6935
 AF6935                          STATION RECOVERY (2020)
 AF6935
 AF6935'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6935'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6934 ***********************************************************************
 AF6934  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6934  DESIGNATION -  872 2207 TIDAL 2
 AF6934  PID         -  AF6934
 AF6934  STATE/COUNTY-  FL/ST LUCIE
 AF6934  COUNTRY     -  US
 AF6934  USGS QUAD   -  FORT PIERCE (2018)
 AF6934
 AF6934                         *CURRENT SURVEY CONTROL
 AF6934  ______________________________________________________________________
 AF6934* NAD 83(1986) POSITION- 27 28 41.     (N) 080 19 59.     (W)   SCALED
 AF6934* NAVD 88 ORTHO HEIGHT -     1.490 (meters)        4.89  (feet) ADJUSTED
 AF6934  ______________________________________________________________________
 AF6934  GEOID HEIGHT    -        -27.563 (meters)                     GEOID18
 AF6934  DYNAMIC HEIGHT  -          1.488 (meters)        4.88  (feet) COMP
 AF6934  MODELED GRAVITY -    979,150.0   (mgal)                       NAVD 88
 AF6934
 AF6934  VERT ORDER      -  SECOND    CLASS I
 AF6934
 AF6934.The horizontal coordinates were scaled from a map and have
 AF6934.an estimated accuracy of +/- 6 seconds.
 AF6934
 AF6934.The orthometric height was determined by differential leveling and
 AF6934.adjusted by the NATIONAL GEODETIC SURVEY
 AF6934.in June 1991.
 AF6934
 AF6934.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6934.GEOID18 height accuracy estimate available here.
 AF6934
 AF6934.This Tidal Bench Mark is designated as VM 5418
 AF6934.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6934
 AF6934.Click photographs - Photos may exist for this station.
 AF6934
 AF6934.The dynamic height is computed by dividing the NAVD 88
 AF6934.geopotential number by the normal gravity value computed on the
 AF6934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6934.degrees latitude (g = 980.6199 gals.).
 AF6934
 AF6934.The modeled gravity was interpolated from observed gravity values.
 AF6934
 AF6934;                    North         East    Units  Estimated Accuracy
 AF6934;SPC FL E     -   348,550.      265,910.      MT  (+/- 180 meters Scaled)
 AF6934
 AF6934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL658395(NAD 83)
 AF6934
 AF6934                          SUPERSEDED SURVEY CONTROL
 AF6934
 AF6934  NGVD 29 (09/01/92)    1.942  (m)            6.37   (f) ADJUSTED    2 1
 AF6934
 AF6934.Superseded values are not recommended for survey control.
 AF6934
 AF6934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6934.See file dsdata.pdf to determine how the superseded data were derived.
 AF6934
 AF6934_MARKER: DB = BENCH MARK DISK
 AF6934_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF6934_SP_SET: PAD
 AF6934_STAMPING: NO 2 1972
 AF6934_MARK LOGO: CGS
 AF6934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6934
 AF6934  HISTORY     - Date     Condition        Report By
 AF6934  HISTORY     - 1972     MONUMENTED       NOS
 AF6934  HISTORY     - 1980     GOOD             FLDNR
 AF6934  HISTORY     - 1984     GOOD             FLDNR
 AF6934  HISTORY     - 20020207 MARK NOT FOUND   USPSQD
 AF6934  HISTORY     - 20040812 MARK NOT FOUND   USPSQD
 AF6934  HISTORY     - 20200221 MARK NOT FOUND   GEOCAC
 AF6934
 AF6934                          STATION DESCRIPTION
 AF6934
 AF6934'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6934'1.6 MI NNW FROM FORT PIERCE.
 AF6934'BEGIN AT THE JUNCTION OF STATE ROAD 605 WITH U.S. HIGHWAY 1 NORTH OF
 AF6934'FORT PIERCE, PROCEED NORTHERLY 1.6 MILES ALONG S.R. 605 TO THE MARK,
 AF6934'LOCATED ON THE SEELY FISH COMPANY GROUNDS.  IT IS 59 FEET SOUTHWEST OF
 AF6934'THE SOUTHWEST CORNER OF A CONCRETE BLOCK RESTROOM, 33 FEET NORTH OF
 AF6934'THE DEEP END OF THE LOADING RAMP, 14.5 FEET NORTHEAST OF THE NORTHEAST
 AF6934'CORNER OF THE FISH PACKING HOUSE, AND 1.4 FEET EAST OF THE EAST EDGE
 AF6934'OF THE LOADING RAMP.
 AF6934
 AF6934                          STATION RECOVERY (1984)
 AF6934
 AF6934'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6934'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT FOR THE
 AF6934'FOLLOWING.  THE MARK IS LOCATED IN FRONT OF THE TRIPLE M SEAFOOD
 AF6934'COMPANY AND BEARS 33.2 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE
 AF6934'DEEP END OF THE LOADING RAMP, 56.1 FEET NORTH-NORTHEAST OF THE
 AF6934'NORTHWEST CORNER OF THE PACKING HOUSE, 1.4 FEET EAST OF THE EAST SIDE
 AF6934'OF THE RAMP, 65 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF A GRAVEL
 AF6934'ROAD AND 59.9 FEET SOUTH OF BENCH MARK NO 1 1972.
 AF6934
 AF6934                          STATION RECOVERY (2002)
 AF6934
 AF6934'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF6934'NOT FOUND, HOWEVER LOCATED A WITNESS POST NEAR THE SITE, WHICH IS NEAR
 AF6934'THE ST. LUCIE TOWN HALL.
 AF6934
 AF6934                          STATION RECOVERY (2004)
 AF6934
 AF6934'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCK)
 AF6934'ACCORDING TO GPS READING 27 28 40 N  AND 080 20 00 W , WHICH IS THE
 AF6934'POSITION GIVEN BY PID, THE DISTANCE FROM THE JUNCTION OF US1 AND SR
 AF6934'605 IS 1.2 MILES AND NOT 1.6.
 AF6934'THE BUILDINGS OF THE SEELY FISH COMPANY HAVE BEEN TAKEN DOWN AND THERE
 AF6934'IS JUST AN OPEN FIELD WITH A LOCKED FENCE AROUND IT.
 AF6934
 AF6934                          STATION RECOVERY (2020)
 AF6934
 AF6934'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6934'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4033 ***********************************************************************
 DI4033  TIDAL BM    -  This is a Tidal Bench Mark.
 DI4033  DESIGNATION -  872 2208 A TIDAL
 DI4033  PID         -  DI4033
 DI4033  STATE/COUNTY-  FL/ST LUCIE
 DI4033  COUNTRY     -  US
 DI4033  USGS QUAD   -  FORT PIERCE (2018)
 DI4033
 DI4033                         *CURRENT SURVEY CONTROL
 DI4033  ______________________________________________________________________
 DI4033* NAD 83(1986) POSITION- 27 28 24.17   (N) 080 19 21.48   (W)   HD_HELD1
 DI4033* NAVD 88 ORTHO HEIGHT -     0.347 (meters)        1.14  (feet) ADJUSTED
 DI4033  ______________________________________________________________________
 DI4033  GEOID HEIGHT    -        -27.581 (meters)                     GEOID18
 DI4033  DYNAMIC HEIGHT  -          0.346 (meters)        1.14  (feet) COMP
 DI4033  MODELED GRAVITY -    979,149.6   (mgal)                       NAVD 88
 DI4033
 DI4033  VERT ORDER      -  FIRST     CLASS II
 DI4033
 DI4033.The horizontal coordinates were determined by differentially corrected
 DI4033.hand held GPS observations or other comparable positioning techniques
 DI4033.and have an estimated accuracy of +/- 3 meters.
 DI4033
 DI4033.The orthometric height was determined by differential leveling and
 DI4033.adjusted by the NATIONAL GEODETIC SURVEY
 DI4033.in November 2007.
 DI4033
 DI4033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4033.GEOID18 height accuracy estimate available here.
 DI4033
 DI4033.This Tidal Bench Mark is designated as VM 15866
 DI4033.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI4033
 DI4033.Click photographs - Photos may exist for this station.
 DI4033
 DI4033.The dynamic height is computed by dividing the NAVD 88
 DI4033.geopotential number by the normal gravity value computed on the
 DI4033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4033.degrees latitude (g = 980.6199 gals.).
 DI4033
 DI4033.The modeled gravity was interpolated from observed gravity values.
 DI4033
 DI4033;                    North         East    Units  Estimated Accuracy
 DI4033;SPC FL E     -   348,037.5     266,945.1     MT  (+/- 3 meters HH1 GPS) 
 DI4033
 DI4033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6692239050(NAD 83)
 DI4033
 DI4033                          SUPERSEDED SURVEY CONTROL
 DI4033
 DI4033.No superseded survey control is available for this station.
 DI4033
 DI4033_MARKER: F = FLANGE-ENCASED ROD
 DI4033_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI4033_STAMPING: 2208 A 1995
 DI4033_MARK LOGO: NOS
 DI4033_PROJECTION: RECESSED 3 CENTIMETERS
 DI4033_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4033+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2020
 DI4033_ROD/PIPE-DEPTH: 24.1 meters
 DI4033
 DI4033  HISTORY     - Date     Condition        Report By
 DI4033  HISTORY     - 1995     MONUMENTED       FLDEP
 DI4033  HISTORY     - 20050928 GOOD             FLDEP
 DI4033  HISTORY     - 20170127 GOOD             NGS
 DI4033  HISTORY     - 20200302 GOOD             GEOCAC
 DI4033
 DI4033                          STATION DESCRIPTION
 DI4033
 DI4033'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI4033'THE MARK IS ABOUT 2.0 MI NORTHEAST OF FORT PIERCE, NEAR THE NORTHEAST
 DI4033'END OF THE NORTH  A1A CAUSEWAY BRIDGE, IN SECTION 34, TOWNSHIP 34
 DI4033'SOUTH, RANGE 40 EAST.
 DI4033'
 DI4033'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 DI4033'HIGHWAY A1A NORTH  (NORTH BEACH CAUSEWAY) IN FORT PIERCE, GO EAST ON
 DI4033'STATE HIGHWAY A1A NORTH (NORTH  BEACH CAUSEWAY) FOR 0.1 MI TO THE
 DI4033'INTERSECTION OF OLD DIXIE HIGHWAY (STATE HIGHWAY 605),  CONTINUE EAST
 DI4033'ON STATE HIGHWAY A1A NORTH (NORTH BEACH CAUSEWAY FOR 0.8 MI (CROSSING
 DI4033'OVER THE INTRACOASTAL WATERWAY) TO THE JUNCTION OF A PAVED ROAD ON THE
 DI4033'LEFT  (ENTRANCE TO AN UNNAMED COUNTY PARK), TURN LEFT ON THE PAVED
 DI4033'ROAD AND GO  NORTHWESTERLY FOR ABOUT 100.0 FT, BEAR LEFT AND GO
 DI4033'SOUTHWESTERLY THROUGH THE  PARKING LOT FOR 0.15 MI TO THE END OF TRUCK
 DI4033'TRAVEL, NOW BY WALKING GO NORTH FOR ABOUT  198.0 FT TO THE MARK, A
 DI4033'STAINLESS STEEL ROD DRIVEN INTO THE GROUND WITH A NOS LOGO CAP
 DI4033'RECESSED 0.1 FT BELOW THE LEVEL OF THE GROUND, THE DATUM POINT IS
 DI4033'RECESSED 0.3 FT BELOW  THE LEVEL OF THE NOS LOGO CAP.
 DI4033'
 DI4033'LOCATED ABOUT 260.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF STATE
 DI4033'HIGHWAY A1A,  ABOUT 200.0 FT WEST-SOUTHWEST OF TIDAL MARK 2208 B 1995,
 DI4033'ABOUT 180.0 FT NORTHEAST  OF THE NORTHEAST END OF A WOODEN BARRICADE
 DI4033'AT THE WEST END OF THE PARK PARKING LOT,  126.3 FT NORTH OF THE
 DI4033'NORTHEAST CORNER OF THE PARK RESTROOMS, 74.4 FT NORTHWEST OF A  FIRE
 DI4033'HYDRANT, 59.0 FT SOUTHWEST OF THE WEST EDGE OF THE PAVEMENT AT THE
 DI4033'BOAT RAMP, 50.0  FT SOUTH OF THE NORTH BANK OF THE PARK, 43.6 FT
 DI4033'SOUTHEAST OF THE SOUTHWEST CORNER OF A  WOODEN FENCE, 29.7 FT
 DI4033'SOUTHEAST OF THE SOUTH SIDE OF A WALKWAY AND 1.2 FT SOUTH OF  WOODEN
 DI4033'POWER POLE NUMBER 66378923405 WITH ONE LIGHT ATTACHED.
 DI4033'
 DI4033'NOTE A MAGNET WAS PLACED INSIDE OF THE NOS LOGO CAP.
 DI4033'
 DI4033'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.
 DI4033
 DI4033                          STATION RECOVERY (2017)
 DI4033
 DI4033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 DI4033'RECOVERED IN GOOD CONDITION.
 DI4033
 DI4033                          STATION RECOVERY (2020)
 DI4033
 DI4033'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DI4033'THE UNNAMED COUNTY PARK IS NORTH CAUSEWAY ISLAND PARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4022 ***********************************************************************
 DI4022  TIDAL BM    -  This is a Tidal Bench Mark.
 DI4022  DESIGNATION -  872 2208 B TIDAL
 DI4022  PID         -  DI4022
 DI4022  STATE/COUNTY-  FL/ST LUCIE
 DI4022  COUNTRY     -  US
 DI4022  USGS QUAD   -  FORT PIERCE (2018)
 DI4022
 DI4022                         *CURRENT SURVEY CONTROL
 DI4022  ______________________________________________________________________
 DI4022* NAD 83(1986) POSITION- 27 28 25.5    (N) 080 19 19.7    (W)   HD_HELD2
 DI4022* NAVD 88 ORTHO HEIGHT -     0.661 (meters)        2.17  (feet) ADJUSTED
 DI4022  ______________________________________________________________________
 DI4022  GEOID HEIGHT    -        -27.583 (meters)                     GEOID18
 DI4022  DYNAMIC HEIGHT  -          0.660 (meters)        2.17  (feet) COMP
 DI4022  MODELED GRAVITY -    979,149.7   (mgal)                       NAVD 88
 DI4022
 DI4022  VERT ORDER      -  FIRST     CLASS II
 DI4022
 DI4022.The horizontal coordinates were established by autonomous hand held GPS
 DI4022.observations and have an estimated accuracy of +/- 10 meters.
 DI4022
 DI4022.The orthometric height was determined by differential leveling and
 DI4022.adjusted by the NATIONAL GEODETIC SURVEY
 DI4022.in November 2007.
 DI4022
 DI4022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4022.GEOID18 height accuracy estimate available here.
 DI4022
 DI4022.This Tidal Bench Mark is designated as VM 15868
 DI4022.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI4022
 DI4022.Click photographs - Photos may exist for this station.
 DI4022
 DI4022.The dynamic height is computed by dividing the NAVD 88
 DI4022.geopotential number by the normal gravity value computed on the
 DI4022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4022.degrees latitude (g = 980.6199 gals.).
 DI4022
 DI4022.The modeled gravity was interpolated from observed gravity values.
 DI4022
 DI4022;                    North         East    Units  Estimated Accuracy
 DI4022;SPC FL E     -   348,079.      266,994.      MT  (+/- 10 meters HH2 GPS)
 DI4022
 DI4022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6697039091(NAD 83)
 DI4022
 DI4022                          SUPERSEDED SURVEY CONTROL
 DI4022
 DI4022.No superseded survey control is available for this station.
 DI4022
 DI4022_MARKER: DJ = TIDAL STATION DISK
 DI4022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI4022_STAMPING: 2208 B 1995
 DI4022_MARK LOGO: NOS
 DI4022_PROJECTION: PROJECTING 5 CENTIMETERS
 DI4022_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI4022+STABILITY: SURFACE MOTION
 DI4022_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI4022+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2017
 DI4022
 DI4022  HISTORY     - Date     Condition        Report By
 DI4022  HISTORY     - 1995     MONUMENTED       FLDEP
 DI4022  HISTORY     - 20050928 GOOD             FLDEP
 DI4022  HISTORY     - 20170127 GOOD             NGS
 DI4022
 DI4022                          STATION DESCRIPTION
 DI4022
 DI4022'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI4022'THE MARK IS ABOUT 2.0 MI NORTHEAST OF FORT PIERCE, NEAR THE NORTHEAST
 DI4022'END OF THE NORTH  A1A CAUSEWAY BRIDGE, IN SECTION 34, TOWNSHIP 34
 DI4022'SOUTH, RANGE 40 EAST.
 DI4022'
 DI4022'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 DI4022'HIGHWAY A1A NORTH  (NORTH BEACH CAUSEWAY), IN FORT PIERCE, GO EAST ON
 DI4022'STATE HIGHWAY A1A NORTH (NORTH  BEACH CAUSEWAY) FOR 0.1 MI TO THE
 DI4022'INTERSECTION OF OLD DIXIE HIGHWAY (STATE HIGHWAY 605),  CONTINUE EAST
 DI4022'ON STATE HIGHWAY A1A NORTH (NORTH BEACH CAUSEWAY FOR 0.85 MI (CROSSING
 DI4022'OVER THE INTRACOASTAL WATERWAY) TO THE JUNCTION OF A PAVED ROAD ON THE
 DI4022'LEFT  (ENTRANCE TO AN UNNAMED COUNTY PARK), TURN LEFT ON THE PAVED
 DI4022'ROAD AND GO  NORTHWESTERLY FOR ABOUT 100.0 FT, BEAR LEFT AND GO
 DI4022'SOUTHWESTERLY THROUGH THE  PARKING LOT FOR 0.15 MI TO THE END OF TRUCK
 DI4022'TRAVEL, NOW BY WALKING GO NORTHEAST FOR  ABOUT 361.0 FT TO THE MARK,
 DI4022'SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 0.2  FT ABOVE
 DI4022'THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE PARK ROAD.
 DI4022'
 DI4022'LOCATED ABOUT 238.0 FT WEST OF TIDAL MARK 2208 D 1995, ABOUT 200.0 FT
 DI4022'NORTHEAST OF TIDAL  MARK 2208 A 1995, 122.5 FT NORTH-NORTHEAST OF THE
 DI4022'NORTHEAST CORNER OF A PICNIC SHELTER  IN THE CENTER OF THE PARK
 DI4022'PARKING LOT, 119.4 FT NORTH OF A FIRE HYDRANT, 99.3 FT EAST OF  THE
 DI4022'SOUTHEAST CORNER OF A CONCRETE BOAT RAMP, 63.2 FT NORTH OF THE
 DI4022'CENTERLINE OF THE  PARK BOAT TRAILER PARKING AREA, 8.0 FT SOUTH OF THE
 DI4022'NORTH BANK OF THE PARK AND 1.0 FT  SOUTH OF A CARSONITE WITNESS POST.
 DI4022'
 DI4022'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI4022'MONUMENT.
 DI4022
 DI4022                          STATION RECOVERY (2017)
 DI4022
 DI4022'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 DI4022'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4021 ***********************************************************************
 DI4021  TIDAL BM    -  This is a Tidal Bench Mark.
 DI4021  DESIGNATION -  872 2208 C TIDAL
 DI4021  PID         -  DI4021
 DI4021  STATE/COUNTY-  FL/ST LUCIE
 DI4021  COUNTRY     -  US
 DI4021  USGS QUAD   -  FORT PIERCE (2018)
 DI4021
 DI4021                         *CURRENT SURVEY CONTROL
 DI4021  ______________________________________________________________________
 DI4021* NAD 83(1986) POSITION- 27 28 24.79   (N) 080 19 17.13   (W)   HD_HELD1
 DI4021* NAVD 88 ORTHO HEIGHT -     1.004 (meters)        3.29  (feet) ADJUSTED
 DI4021  ______________________________________________________________________
 DI4021  GEOID HEIGHT    -        -27.584 (meters)                     GEOID18
 DI4021  DYNAMIC HEIGHT  -          1.002 (meters)        3.29  (feet) COMP
 DI4021  MODELED GRAVITY -    979,149.7   (mgal)                       NAVD 88
 DI4021
 DI4021  VERT ORDER      -  FIRST     CLASS II
 DI4021
 DI4021.The horizontal coordinates were determined by differentially corrected
 DI4021.hand held GPS observations or other comparable positioning techniques
 DI4021.and have an estimated accuracy of +/- 3 meters.
 DI4021
 DI4021.The orthometric height was determined by differential leveling and
 DI4021.adjusted by the NATIONAL GEODETIC SURVEY
 DI4021.in November 2007.
 DI4021
 DI4021.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4021.GEOID18 height accuracy estimate available here.
 DI4021
 DI4021.This Tidal Bench Mark is designated as VM 15869
 DI4021.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI4021
 DI4021.Click photographs - Photos may exist for this station.
 DI4021
 DI4021.The dynamic height is computed by dividing the NAVD 88
 DI4021.geopotential number by the normal gravity value computed on the
 DI4021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4021.degrees latitude (g = 980.6199 gals.).
 DI4021
 DI4021.The modeled gravity was interpolated from observed gravity values.
 DI4021
 DI4021;                    North         East    Units  Estimated Accuracy
 DI4021;SPC FL E     -   348,057.3     267,064.4     MT  (+/- 3 meters HH1 GPS) 
 DI4021
 DI4021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6704139070(NAD 83)
 DI4021
 DI4021                          SUPERSEDED SURVEY CONTROL
 DI4021
 DI4021.No superseded survey control is available for this station.
 DI4021
 DI4021_MARKER: F = FLANGE-ENCASED ROD
 DI4021_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI4021_STAMPING: 2208 C 1995
 DI4021_MARK LOGO: NOS
 DI4021_PROJECTION: RECESSED 15 CENTIMETERS
 DI4021_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4021_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI4021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4021+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2020
 DI4021_ROD/PIPE-DEPTH: 16.2 meters
 DI4021
 DI4021  HISTORY     - Date     Condition        Report By
 DI4021  HISTORY     - 1995     MONUMENTED       FLDEP
 DI4021  HISTORY     - 20050928 GOOD             FLDEP
 DI4021  HISTORY     - 20170127 GOOD             NGS
 DI4021  HISTORY     - 20200302 GOOD             GEOCAC
 DI4021
 DI4021                          STATION DESCRIPTION
 DI4021
 DI4021'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI4021'THE MARK IS ABOUT 2.0 MI NORTHEAST OF FORT PIERCE, NEAR THE NORTHEAST
 DI4021'END OF THE NORTH  A1A CAUSEWAY BRIDGE, IN SECTION 34, TOWNSHIP 34
 DI4021'SOUTH, RANGE 40 EAST.
 DI4021'
 DI4021'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 DI4021'HIGHWAY A1A NORTH  (NORTH BEACH CAUSEWAY) IN FORT PIERCE, GO EAST ON
 DI4021'STATE HIGHWAY A1A NORTH (NORTH  BEACH CAUSEWAY) FOR 0.1 MI TO THE
 DI4021'INTERSECTION OF OLD DIXIE HIGHWAY (STATE HIGHWAY 605),  CONTINUE EAST
 DI4021'ON STATE HIGHWAY A1A NORTH (NORTH BEACH CAUSEWAY FOR 0.8 MI (CROSSING
 DI4021'OVER THE INTRACOASTAL WATERWAY) TO THE JUNCTION OF A PAVED ROAD ON THE
 DI4021'LEFT  (ENTRANCE TO AN UNNAMED COUNTY PARK), TURN LEFT ON THE PAVED
 DI4021'ROAD AND GO  NORTHWESTERLY FOR ABOUT 100.0 FT, BEAR LEFT AND GO
 DI4021'SOUTHWESTERLY FOR ABOUT 0.05 MI TO  THE MARK ON THE RIGHT, A STAINLESS
 DI4021'STEEL ROD DRIVEN INTO THE GROUND WITH A NOS LOGO  CAP RECESSED 0.6 FT
 DI4021'BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF THE PARK  ROAD,
 DI4021'THE DATUM POINT IS RECESSED 0.2 FT BELOW THE LEVEL OF THE NOS LOGO
 DI4021'CAP.
 DI4021'
 DI4021'LOCATED ABOUT 238.0 FT SOUTHWEST OF TIDAL MARK 2208 A 1995, ABOUT
 DI4021'223.0 FT SOUTHWEST OF  TIDAL MARK 2208 D 1995, ABOUT 153.2 FT SOUTH OF
 DI4021'THE NORTH BANK OF THE PARK, 150.2 FT NORTH  OF THE APPROXIMATE
 DI4021'CENTERLINE OF STATE HIGHWAY A1A, 145.2 FT NORTHWEST OF THE  NORTHWEST
 DI4021'CORNER OF A CONCRETE CULVERT ON THE NORTH SIDE OF STATE HIGHWAY A1A
 DI4021'NORTH, 77.0 FT SOUTHEAST OF A WOODEN POWER POLE NUMBER 6637899350, 8.3
 DI4021'FT  WEST-NORTHWEST OF A PALM TREE, 1.7 FT NORTHWEST OF A CARSONITE
 DI4021'WITNESS POST AND 1.3 FT  NORTHWEST OF THE NORTHWEST EDGE OF THE
 DI4021'PARKING LOT.
 DI4021'
 DI4021'NOTE A MAGNET WAS PLACED INSIDE OF THE NOS LOGO CAP.
 DI4021'
 DI4021'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.
 DI4021
 DI4021                          STATION RECOVERY (2017)
 DI4021
 DI4021'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 DI4021'RECOVERED IN GOOD CONDITION.
 DI4021
 DI4021                          STATION RECOVERY (2020)
 DI4021
 DI4021'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DI4021'THE UNNAMED COUNTY PARK IS NORTH CAUSEWAY ISLAND PARK.  THE WITNESS
 DI4021'POST HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4020 ***********************************************************************
 DI4020  TIDAL BM    -  This is a Tidal Bench Mark.
 DI4020  DESIGNATION -  872 2208 D TIDAL
 DI4020  PID         -  DI4020
 DI4020  STATE/COUNTY-  FL/ST LUCIE
 DI4020  COUNTRY     -  US
 DI4020  USGS QUAD   -  FORT PIERCE (2018)
 DI4020
 DI4020                         *CURRENT SURVEY CONTROL
 DI4020  ______________________________________________________________________
 DI4020* NAD 83(1986) POSITION- 27 28 26.9    (N) 080 19 16.3    (W)   HD_HELD2
 DI4020* NAVD 88 ORTHO HEIGHT -     0.601 (meters)        1.97  (feet) ADJUSTED
 DI4020  ______________________________________________________________________
 DI4020  GEOID HEIGHT    -        -27.585 (meters)                     GEOID18
 DI4020  DYNAMIC HEIGHT  -          0.600 (meters)        1.97  (feet) COMP
 DI4020  MODELED GRAVITY -    979,149.7   (mgal)                       NAVD 88
 DI4020
 DI4020  VERT ORDER      -  FIRST     CLASS II
 DI4020
 DI4020.The horizontal coordinates were established by autonomous hand held GPS
 DI4020.observations and have an estimated accuracy of +/- 10 meters.
 DI4020
 DI4020.The orthometric height was determined by differential leveling and
 DI4020.adjusted by the NATIONAL GEODETIC SURVEY
 DI4020.in November 2007.
 DI4020
 DI4020.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4020.GEOID18 height accuracy estimate available here.
 DI4020
 DI4020.This Tidal Bench Mark is designated as VM 15870
 DI4020.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI4020
 DI4020.Click photographs - Photos may exist for this station.
 DI4020
 DI4020.The dynamic height is computed by dividing the NAVD 88
 DI4020.geopotential number by the normal gravity value computed on the
 DI4020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4020.degrees latitude (g = 980.6199 gals.).
 DI4020
 DI4020.The modeled gravity was interpolated from observed gravity values.
 DI4020
 DI4020;                    North         East    Units  Estimated Accuracy
 DI4020;SPC FL E     -   348,122.      267,087.      MT  (+/- 10 meters HH2 GPS)
 DI4020
 DI4020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6706339135(NAD 83)
 DI4020
 DI4020                          SUPERSEDED SURVEY CONTROL
 DI4020
 DI4020.No superseded survey control is available for this station.
 DI4020
 DI4020_MARKER: DJ = TIDAL STATION DISK
 DI4020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI4020_STAMPING: 2208 D 1995
 DI4020_MARK LOGO: NOS
 DI4020_PROJECTION: RECESSED 5 CENTIMETERS
 DI4020_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI4020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI4020+STABILITY: SURFACE MOTION
 DI4020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI4020+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2020
 DI4020
 DI4020  HISTORY     - Date     Condition        Report By
 DI4020  HISTORY     - 1995     MONUMENTED       FLDEP
 DI4020  HISTORY     - 20050928 GOOD             FLDEP
 DI4020  HISTORY     - 20200302 GOOD             GEOCAC
 DI4020
 DI4020                          STATION DESCRIPTION
 DI4020
 DI4020'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI4020'THE MARK IS ABOUT 2.0 MI NORTHEAST OF FORT PIERCE, NEAR THE NORTHEAST
 DI4020'END OF THE NORTH  A1A CAUSEWAY BRIDGE IN SECTION 34, TOWNSHIP 34
 DI4020'SOUTH, RANGE 40 EAST.
 DI4020'
 DI4020'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 DI4020'HIGHWAY A1A NORTH  (NORTH BEACH CAUSEWAY) IN FORT PIERCE, GO EAST ON
 DI4020'STATE HIGHWAY A1A NORTH (NORTH  BEACH CAUSEWAY) FOR 0.1 MI TO THE
 DI4020'INTERSECTION OF OLD DIXIE HIGHWAY (STATE HIGHWAY 605),  CONTINUE EAST
 DI4020'ON STATE HIGHWAY A1A NORTH (NORTH BEACH CAUSEWAY FOR 0.8 MI (CROSSING
 DI4020'OVER THE INTRACOASTAL WATERWAY) TO THE JUNCTION OF A PAVED ROAD ON THE
 DI4020'LEFT  (ENTRANCE TO AN UNNAMED COUNTY PARK), TURN LEFT ON THE PAVED
 DI4020'ROAD AND GO  NORTHWESTERLY FOR ABOUT 100.0 FT, BEAR LEFT AND GO
 DI4020'SOUTHWESTERLY THROUGH THE  PARKING LOT FOR 0.15 MI TO THE END OF TRUCK
 DI4020'TRAVEL, NOW BY WALKING GO NORTHEAST  ABOUT 680.0 FT TO THE MARK, SET
 DI4020'IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT  BELOW THE
 DI4020'LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE PARK ROAD.
 DI4020'
 DI4020'LOCATED ABOUT 329.0 FT NORTH-NORTHWEST OF TIDAL MARK 2208 E 1995,
 DI4020'ABOUT 286.0 FT NORTH  OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY
 DI4020'A1A NORTH, ABOUT 223.0 FT NORTHEAST OF  TIDAL MARK 2208 C 1995, ABOUT
 DI4020'221.0 FT EAST OF TIDAL MARK 2208 B 1995, 129.0 FT NORTH OF A  POWER
 DI4020'POLE WITH ONE LIGHT ATTACHED, 32.5 FT NORTH OF THE APPROXIMATE
 DI4020'CENTERLINE OF THE  PARK ROAD, 20.0 FT SOUTH OF THE NORTH BANK OF THE
 DI4020'PARK AND 1.0 FT SOUTH OF A CARSONITE  WITNESS POST.
 DI4020'
 DI4020'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI4020'MONUMENT.
 DI4020
 DI4020                          STATION RECOVERY (2020)
 DI4020
 DI4020'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DI4020'THE UNNAMED COUNTY PARK IS NORTH CAUSEWAY ISLAND PARK.  THE WITNESS
 DI4020'POST HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4019 ***********************************************************************
 DI4019  TIDAL BM    -  This is a Tidal Bench Mark.
 DI4019  DESIGNATION -  872 2208 E TIDAL
 DI4019  PID         -  DI4019
 DI4019  STATE/COUNTY-  FL/ST LUCIE
 DI4019  COUNTRY     -  US
 DI4019  USGS QUAD   -  FORT PIERCE (2018)
 DI4019
 DI4019                         *CURRENT SURVEY CONTROL
 DI4019  ______________________________________________________________________
 DI4019* NAD 83(1986) POSITION- 27 28 27.     (N) 080 19 13.     (W)   SCALED
 DI4019* NAVD 88 ORTHO HEIGHT -     1.111 (meters)        3.65  (feet) ADJUSTED
 DI4019  ______________________________________________________________________
 DI4019  GEOID HEIGHT    -        -27.587 (meters)                     GEOID18
 DI4019  DYNAMIC HEIGHT  -          1.109 (meters)        3.64  (feet) COMP
 DI4019  MODELED GRAVITY -    979,149.7   (mgal)                       NAVD 88
 DI4019
 DI4019  VERT ORDER      -  FIRST     CLASS II
 DI4019
 DI4019.The horizontal coordinates were scaled from a map and have
 DI4019.an estimated accuracy of +/- 6 seconds.
 DI4019
 DI4019.The orthometric height was determined by differential leveling and
 DI4019.adjusted by the NATIONAL GEODETIC SURVEY
 DI4019.in November 2007.
 DI4019
 DI4019.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4019.GEOID18 height accuracy estimate available here.
 DI4019
 DI4019.This Tidal Bench Mark is designated as VM 15871
 DI4019.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI4019
 DI4019.Click photographs - Photos may exist for this station.
 DI4019
 DI4019.The dynamic height is computed by dividing the NAVD 88
 DI4019.geopotential number by the normal gravity value computed on the
 DI4019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4019.degrees latitude (g = 980.6199 gals.).
 DI4019
 DI4019.The modeled gravity was interpolated from observed gravity values.
 DI4019
 DI4019;                    North         East    Units  Estimated Accuracy
 DI4019;SPC FL E     -   348,130.      267,180.      MT  (+/- 180 meters Scaled)
 DI4019
 DI4019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL671391(NAD 83)
 DI4019
 DI4019                          SUPERSEDED SURVEY CONTROL
 DI4019
 DI4019.No superseded survey control is available for this station.
 DI4019
 DI4019_STAMPING: 2208 E 1995
 DI4019_MARK LOGO: NOS
 DI4019_PROJECTION: RECESSED 5 CENTIMETERS
 DI4019_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI4019+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2017
 DI4019
 DI4019  HISTORY     - Date     Condition        Report By
 DI4019  HISTORY     - 1995     MONUMENTED       FLDEP
 DI4019  HISTORY     - 20050928 GOOD             FLDEP
 DI4019  HISTORY     - 20170127 GOOD             NGS
 DI4019  HISTORY     - 20200302 MARK NOT FOUND   GEOCAC
 DI4019
 DI4019                          STATION DESCRIPTION
 DI4019
 DI4019'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI4019'THE MARK ABOUT 2.0 MI NORTHEAST OF FORT PIERCE, NEAR THE NORTHEAST END
 DI4019'OF THE NORTH  A1A CAUSEWAY BRIDGE, IN SECTION 34, TOWNSHIP 34 SOUTH,
 DI4019'RANGE 40 EAST.
 DI4019'
 DI4019'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 DI4019'HIGHWAY A1A NORTH  (NORTH BEACH CAUSEWAY) IN FORT PIERCE, GO EAST ON
 DI4019'STATE HIGHWAY A1A NORTH (NORTH  BEACH CAUSEWAY) FOR 0.1 MI TO THE
 DI4019'INTERSECTION OF OLD DIXIE HIGHWAY (STATE HIGHWAY 605),  CONTINUE EAST
 DI4019'ON STATE HIGHWAY A1A NORTH (NORTH BEACH CAUSEWAY FOR 0.8 MI (CROSSING
 DI4019'OVER THE INTRACOASTAL WATERWAY) TO THE JUNCTION OF A PAVED ROAD ON THE
 DI4019'LEFT  (ENTRANCE TO AN UNNAMED COUNTY PARK), TURN LEFT ON THE PAVED
 DI4019'ROAD AND GO  NORTHWESTERLY FOR ABOUT 100.0 FT TO A PAVED WALKWAY ON
 DI4019'THE RIGHT, TURN RIGHT ON THE  PAVED WALKWAY AND GO EASTERLY FOR ABOUT
 DI4019'180.0 FT TO THE MARK ON THE LEFT, SET IN THE  TOP OF A ROUND CONCRETE
 DI4019'MONUMENT RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND  ABOUT
 DI4019'LEVEL WITH STATE HIGHWAY A1A.
 DI4019'
 DI4019'LOCATED ABOUT 329.0 FT SOUTHEAST OF TIDAL MARK 2208 D, 138.3 FT
 DI4019'NORTHEAST OF THE  APPROXIMATE CENTERLINE OF THE PARK ENTRANCE
 DI4019'(JUNCTION OF STATE HIGHWAY A1A NORTH AND  THE PARK ENTRANCE), 128.3 FT
 DI4019'NORTH OF THE APPROXIMATE CENTERLINE OF STATE HIGHWAY A1A,  41.0 FT
 DI4019'NORTHWEST OF THE NORTH EDGE OF THE SIDEWALK, 39.0 FT NORTH OF A
 DI4019'TELEPHONE  MANHOLE COVER. 17.2 FT EAST OF A SQUARE CONCRETE POWER POLE
 DI4019'NUMBER 664780738, 2.0 FT  NORTHEAST OF A 6-INCH PVC PIPE, 1.4 FT
 DI4019'SOUTHWEST OF A 6-INCH PVC PIPE AND 1.0 FT SOUTH OF A  CARSONITE
 DI4019'WITNESS POST.
 DI4019'
 DI4019'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DI4019'MONUMENT.
 DI4019
 DI4019                          STATION RECOVERY (2017)
 DI4019
 DI4019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 DI4019'RECOVERED IN GOOD CONDITION.
 DI4019
 DI4019                          STATION RECOVERY (2020)
 DI4019
 DI4019'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DI4019'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4023 ***********************************************************************
 DI4023  TIDAL BM    -  This is a Tidal Bench Mark.
 DI4023  DESIGNATION -  872 2208 F TIDAL
 DI4023  PID         -  DI4023
 DI4023  STATE/COUNTY-  FL/ST LUCIE
 DI4023  COUNTRY     -  US
 DI4023  USGS QUAD   -  FORT PIERCE (2018)
 DI4023
 DI4023                         *CURRENT SURVEY CONTROL
 DI4023  ______________________________________________________________________
 DI4023* NAD 83(1986) POSITION- 27 28 21.8    (N) 080 19 21.2    (W)   HD_HELD2
 DI4023* NAVD 88 ORTHO HEIGHT -     4.326 (meters)       14.19  (feet) ADJUSTED
 DI4023  ______________________________________________________________________
 DI4023  GEOID HEIGHT    -        -27.581 (meters)                     GEOID18
 DI4023  DYNAMIC HEIGHT  -          4.319 (meters)       14.17  (feet) COMP
 DI4023  MODELED GRAVITY -    979,149.6   (mgal)                       NAVD 88
 DI4023
 DI4023  VERT ORDER      -  FIRST     CLASS II
 DI4023
 DI4023.The horizontal coordinates were established by autonomous hand held GPS
 DI4023.observations and have an estimated accuracy of +/- 10 meters.
 DI4023
 DI4023.The orthometric height was determined by differential leveling and
 DI4023.adjusted by the NATIONAL GEODETIC SURVEY
 DI4023.in November 2007.
 DI4023
 DI4023.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4023.GEOID18 height accuracy estimate available here.
 DI4023
 DI4023.This Tidal Bench Mark is designated as VM 15872
 DI4023.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI4023
 DI4023.Click photographs - Photos may exist for this station.
 DI4023
 DI4023.The dynamic height is computed by dividing the NAVD 88
 DI4023.geopotential number by the normal gravity value computed on the
 DI4023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4023.degrees latitude (g = 980.6199 gals.).
 DI4023
 DI4023.The modeled gravity was interpolated from observed gravity values.
 DI4023
 DI4023;                    North         East    Units  Estimated Accuracy
 DI4023;SPC FL E     -   347,965.      266,953.      MT  (+/- 10 meters HH2 GPS)
 DI4023
 DI4023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6693038977(NAD 83)
 DI4023
 DI4023                          SUPERSEDED SURVEY CONTROL
 DI4023
 DI4023.No superseded survey control is available for this station.
 DI4023
 DI4023_MARKER: DD = SURVEY DISK
 DI4023_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DI4023_SP_SET: BRIDGE GUARDRAIL
 DI4023_STAMPING: 2208 F 1995
 DI4023_MARK LOGO: FLDT
 DI4023_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI4023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DI4023_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI4023+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2020
 DI4023
 DI4023  HISTORY     - Date     Condition        Report By
 DI4023  HISTORY     - UNK      MONUMENTED       FLDT
 DI4023  HISTORY     - 20050928 GOOD             FLDEP
 DI4023  HISTORY     - 20170127 GOOD             NGS
 DI4023  HISTORY     - 20200221 GOOD             GEOCAC
 DI4023
 DI4023                          STATION DESCRIPTION
 DI4023
 DI4023'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI4023'THE MARK IS ABOUT 2.0 MI NORTHEAST OF FORT PIERCE, NEAR THE NORTHEAST
 DI4023'END OF THE NORTH  A1A CAUSEWAY BRIDGE, IN SECTION 34, TOWNSHIP 34
 DI4023'SOUTH, RANGE 40 EAST.
 DI4023'
 DI4023'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE
 DI4023'HIGHWAY A1A NORTH  (NORTH BEACH CAUSEWAY) IN FORT PIERCE, GO EAST ON
 DI4023'STATE HIGHWAY A1A NORTH (NORTH  BEACH CAUSEWAY) FOR 0.1 MI TO THE
 DI4023'INTERSECTION OF OLD DIXIE HIGHWAY (STATE HIGHWAY 605),  CONTINUE EAST
 DI4023'ON STATE HIGHWAY A1A NORTH (NORTH BEACH CAUSEWAY FOR 0.8 MI (CROSSING
 DI4023'OVER THE INTRACOASTAL WATERWAY) TO THE JUNCTION OF A PAVED ROAD ON THE
 DI4023'LEFT  (ENTRANCE TO AN UNNAMED COUNTY PARK), TURN LEFT ON THE PAVED
 DI4023'ROAD AND GO  NORTHWESTERLY FOR ABOUT 100.0 FT, BEAR LEFT AND GO
 DI4023'SOUTHWESTERLY THROUGH THE  PARKING LOT FOR 0.15 MI TO THE END OF TRUCK
 DI4023'TRAVEL, NOW BY WALKING GO SOUTH ABOUT 59.0  FT TO THE MARK SET FLUSH
 DI4023'IN THE TOP OF THE NORTHEAST BRIDGE GUARDRAIL OF THE  NORTHBOUND LANES
 DI4023'OF THE A1A CAUSEWAY BRIDGE NUMBER 940045, ABOUT 4.0 FT ABOVE THE
 DI4023'LEVEL OF STATE HIGHWAY A1A.
 DI4023'
 DI4023'LOCATED 64.4 FT WEST OF THE SOUTHWEST CORNER OF A BRIDGE MEMORIAL
 DI4023'MONUMENT, 50.0 FT  SOUTH-SOUTHWEST OF THE SOUTHWEST END OF THE PAVED
 DI4023'ROAD, 16.0 FT NORTH OF THE  APPROXIMATE CENTERLINE OF STATE HIGHWAY
 DI4023'A1A NORTHBOUND LANES AND 8.8 FT WEST OF THE  EAST END OF THE NORTHWEST
 DI4023'BRIDGE RAIL.
 DI4023
 DI4023                          STATION RECOVERY (2017)
 DI4023
 DI4023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (PDM)
 DI4023'RECOVERED IN GOOD CONDITION.
 DI4023
 DI4023                          STATION RECOVERY (2020)
 DI4023
 DI4023'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DI4023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9390 ***********************************************************************
 DO9390  DESIGNATION -  872 2212 A
 DO9390  PID         -  DO9390
 DO9390  STATE/COUNTY-  FL/ST LUCIE
 DO9390  COUNTRY     -  US
 DO9390  USGS QUAD   -  FORT PIERCE (2018)
 DO9390
 DO9390                         *CURRENT SURVEY CONTROL
 DO9390  ______________________________________________________________________
 DO9390* NAD 83(1986) POSITION- 27 28 16.2    (N) 080 17 15.3    (W)   HD_HELD2
 DO9390* NAVD 88 ORTHO HEIGHT -     2.071 (meters)        6.79  (feet) ADJUSTED
 DO9390  ______________________________________________________________________
 DO9390  GEOID HEIGHT    -        -27.661 (meters)                     GEOID18
 DO9390  DYNAMIC HEIGHT  -          2.068 (meters)        6.78  (feet) COMP
 DO9390  MODELED GRAVITY -    979,149.7   (mgal)                       NAVD 88
 DO9390
 DO9390  VERT ORDER      -  FIRST     CLASS II
 DO9390
 DO9390.The horizontal coordinates were established by autonomous hand held GPS
 DO9390.observations and have an estimated accuracy of +/- 10 meters.
 DO9390
 DO9390.The orthometric height was determined by differential leveling and
 DO9390.adjusted by the NATIONAL GEODETIC SURVEY
 DO9390.in January 2014.
 DO9390
 DO9390.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9390.GEOID18 height accuracy estimate available here.
 DO9390
 DO9390.Click photographs - Photos may exist for this station.
 DO9390
 DO9390.The dynamic height is computed by dividing the NAVD 88
 DO9390.geopotential number by the normal gravity value computed on the
 DO9390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9390.degrees latitude (g = 980.6199 gals.).
 DO9390
 DO9390.The modeled gravity was interpolated from observed gravity values.
 DO9390
 DO9390;                    North         East    Units  Estimated Accuracy
 DO9390;SPC FL E     -   347,812.      270,411.      MT  (+/- 10 meters HH2 GPS)
 DO9390
 DO9390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7038638824(NAD 83)
 DO9390
 DO9390                          SUPERSEDED SURVEY CONTROL
 DO9390
 DO9390.No superseded survey control is available for this station.
 DO9390
 DO9390_MARKER: DD = SURVEY DISK
 DO9390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DO9390_SP_SET: PILLAR
 DO9390_STAMPING: 2212 A 2013
 DO9390_MARK LOGO: FLDEP
 DO9390_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9390+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2018
 DO9390
 DO9390  HISTORY     - Date     Condition        Report By
 DO9390  HISTORY     - 20130719 MONUMENTED       FLDEP
 DO9390  HISTORY     - 20180129 GOOD             GEOCAC
 DO9390
 DO9390                          STATION DESCRIPTION
 DO9390
 DO9390'DESCRIBED BY FL DEPT OF ENV PRO 2013 (RWH)
 DO9390'THE MARK IS ABOUT 9.0 MI (14.5 KM) NORTH OF ANKONA, 5.3 MI (8.5 KM)
 DO9390'SOUTHEAST OF INDRIO, 2.9 MI (4.7 KM) NORTHEAST OF FORT PIERCE, IN
 DO9390'SECTION 36, TOWNSHIP 34 SOUTH, RANGE 40 EAST.
 DO9390'
 DO9390'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND SOUTH STATE
 DO9390'HIGHWAY A1A (SEAWAY DRIVE) IN FORT PIERCE, GO EAST ON STATE HIGHWAY
 DO9390'A1A FOR 0.7 MI (1.1 KM) TO THE EAST END OF THE BRIDGE OVER THE INDIAN
 DO9390'RIVER AND HUTCHINSON ISLAND.  CONTINUE NORTHEAST ON STATE ROAD A1A FOR
 DO9390'1.8 MI (2.9 KM) TO A ROUND-ABOUT AND WHERE STATE HIGHWAY A1A TURNS
 DO9390'SOUTH AND BECOMES SOUTH OCEAN DRIVE, GO RIGHT ONE HALF OF THE WAY
 DO9390'AROUND THE ROUND-ABOUT AND CONTINUE EAST FOR 0.1 MI (0.2 KM) ON SEAWAY
 DO9390'DRIVE TO ITS END AT THE BEACH AND A ROAD TO THE NORTH, THAT PARALLELS
 DO9390'THE BEACH AND GOES TO FORT PIERCE JETTY PARK.  TURN LEFT ON THIS ROAD
 DO9390'AND GO NORTH ABOUT 0.05 MI (0.1 KM) TO THE NORTHEAST CORNER OF THE
 DO9390'PARKING LOT FOR THE PARK FROM THE NORTHEAST CORNER OF THE PARKING LOT
 DO9390'WALK ABOUT 140.0 FT (42.7 M) NORTH AND THEN NORTHEAST ALONG THE
 DO9390'EASTERN MOST AND MAIN SIDEWALK TO THE Y-JUNCTION OF A SIDEWALK THAT
 DO9390'RUNS EAST TO WEST AND PARALLELS THE SOUTH SIDE OF FORT PIERCE INLET
 DO9390'AND EVENTUALLY RUNS EAST ALONG THE TOP OF THE ROCK JETTY.  TURN RIGHT
 DO9390'AND WALK ABOUT 1020.0 FT (310.9 M) EAST ON THE SIDEWALK TO THE EAST
 DO9390'END OF THE CONCRETE SIDEWALK.  CONTINUE WALKING 17.0 FT (5.2 M) EAST
 DO9390'ATOP THE ROCK JETTY TO THE MARK ON THE LEFT, SET IN THE TOP OF A 3.0
 DO9390'FT (0.9 M) BY 5.0 FT (1.5 M) BY 1.5 FT (0.5 M) HIGH CONCRETE PILLAR
 DO9390'THAT IS SET ATOP THE ROCK JETTY, THE CONCRETE FROM THE PILLAR WAS
 DO9390'POURED INTO THE ROCKS, THE TOP 1.5 FT (0.5 M) IS SQUARED OFF, THE MARK
 DO9390'IS SET IN THE SOUTHWEST CORNER OF THE PILLAR AND 2.0 FT (0.6 M) ABOVE
 DO9390'THE CENTERLINE OF THE JETTY.
 DO9390'
 DO9390'LOCATED ABOUT 702.0 FT (214.0 M) EAST OF SURVEY MARK 2212 B 2013,
 DO9390'ABOUT 250.0 FT (76.2 M) WEST OF THE EAST END OF THE ROCK JETTY THAT IS
 DO9390'ABOVE WATER, ABOUT 200.0 FT (61.0 M) EAST OF THE JUNCTION OF THE MAIN
 DO9390'JETTY WITH A FINGER JETTY THAT PROJECTS TO THE SOUTH OF THE MAIN
 DO9390'JETTY, 17.2 FT (5.2 M) EAST-NORTHEAST OF A WITNESS POST DECAL THAT IS
 DO9390'APPLIED TO THE NORTHERN MOST OF FOUR 4.0 FT (1.2 M) HIGH DECORATIVE
 DO9390'ALUMINUM POST THAT RUNS NORTH TO SOUTH AND MARKS THE END OF THE
 DO9390'CONCRETE SIDEWALK ATOP THE JETTY, EACH POST HAS A SMALL SOLAR LIGHT ON
 DO9390'TOP, 17.0 FT (5.2 M) WEST OF THE EAST END OF THE CONCRETE SIDEWALK,
 DO9390'10.0 FT (3.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE JETTY, 4.0
 DO9390'FT (1.2 M) WEST OF THE EAST EDGE OF THE PILLAR, 2.4 FT (0.7 M) SOUTH
 DO9390'OF THE NORTH EDGE OF THE PILLAR, 1.0 FT (0.3 M) EAST OF THE WEST EDGE
 DO9390'OF THE PILLAR AND 0.6 FT (18 CM) NORTH OF THE SOUTH EDGE OF THE
 DO9390'PILLAR.
 DO9390
 DO9390                          STATION RECOVERY (2018)
 DO9390
 DO9390'RECOVERY NOTE BY GEOCACHING 2018 (RLM)
 DO9390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9391 ***********************************************************************
 DO9391  DESIGNATION -  872 2212 B
 DO9391  PID         -  DO9391
 DO9391  STATE/COUNTY-  FL/ST LUCIE
 DO9391  COUNTRY     -  US
 DO9391  USGS QUAD   -  FORT PIERCE (2018)
 DO9391
 DO9391                         *CURRENT SURVEY CONTROL
 DO9391  ______________________________________________________________________
 DO9391* NAD 83(1986) POSITION- 27 28 15.0    (N) 080 17 22.9    (W)   HD_HELD2
 DO9391* NAVD 88 ORTHO HEIGHT -     1.826 (meters)        5.99  (feet) ADJUSTED
 DO9391  ______________________________________________________________________
 DO9391  GEOID HEIGHT    -        -27.655 (meters)                     GEOID18
 DO9391  DYNAMIC HEIGHT  -          1.824 (meters)        5.98  (feet) COMP
 DO9391  MODELED GRAVITY -    979,149.7   (mgal)                       NAVD 88
 DO9391
 DO9391  VERT ORDER      -  FIRST     CLASS II
 DO9391
 DO9391.The horizontal coordinates were established by autonomous hand held GPS
 DO9391.observations and have an estimated accuracy of +/- 10 meters.
 DO9391
 DO9391.The orthometric height was determined by differential leveling and
 DO9391.adjusted by the NATIONAL GEODETIC SURVEY
 DO9391.in January 2014.
 DO9391
 DO9391.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9391.GEOID18 height accuracy estimate available here.
 DO9391
 DO9391.Click photographs - Photos may exist for this station.
 DO9391
 DO9391.The dynamic height is computed by dividing the NAVD 88
 DO9391.geopotential number by the normal gravity value computed on the
 DO9391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9391.degrees latitude (g = 980.6199 gals.).
 DO9391
 DO9391.The modeled gravity was interpolated from observed gravity values.
 DO9391
 DO9391;                    North         East    Units  Estimated Accuracy
 DO9391;SPC FL E     -   347,773.      270,202.      MT  (+/- 10 meters HH2 GPS)
 DO9391
 DO9391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7017838786(NAD 83)
 DO9391
 DO9391                          SUPERSEDED SURVEY CONTROL
 DO9391
 DO9391.No superseded survey control is available for this station.
 DO9391
 DO9391_MARKER: DD = SURVEY DISK
 DO9391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DO9391_STAMPING: 2212 B 2013
 DO9391_MARK LOGO: FLDEP
 DO9391_PROJECTION: RECESSED 5 CENTIMETERS
 DO9391_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9391+STABILITY: SURFACE MOTION
 DO9391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9391+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2025
 DO9391
 DO9391  HISTORY     - Date     Condition        Report By
 DO9391  HISTORY     - 20130719 MONUMENTED       FLDEP
 DO9391  HISTORY     - 20180122 GOOD             GEOCAC
 DO9391  HISTORY     - 20250125 GOOD             USPSQD
 DO9391
 DO9391                          STATION DESCRIPTION
 DO9391
 DO9391'DESCRIBED BY FL DEPT OF ENV PRO 2013 (RWH)
 DO9391'THE MARK IS ABOUT 9.0 MI (14.5 KM) NORTH OF ANKONA, 5.2 MI (8.4 KM)
 DO9391'SOUTHEAST OF INDRIO, 2.8 MI (4.5 KM) NORTHEAST OF FORT PIERCE, IN
 DO9391'SECTION 36, TOWNSHIP 34 SOUTH, RANGE 40 EAST.
 DO9391'
 DO9391'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND SOUTH STATE
 DO9391'HIGHWAY A1A (SEAWAY DRIVE) IN FORT PIERCE, GO EAST ON STATE HIGHWAY
 DO9391'A1A FOR 0.7 MI (1.1 KM) TO THE EAST END OF THE BRIDGE OVER THE INDIAN
 DO9391'RIVER AND HUTCHINSON ISLAND.  CONTINUE NORTHEAST ON STATE ROAD A1A FOR
 DO9391'1.8 MI (2.9 KM) TO A ROUND-ABOUT AND WHERE STATE HIGHWAY A1A TURNS
 DO9391'SOUTH AND BECOMES SOUTH OCEAN DRIVE, GO RIGHT ONE HALF OF THE WAY
 DO9391'AROUND THE ROUND-ABOUT AND CONTINUE EAST FOR 0.1 MI (0.2 KM) ON SEAWAY
 DO9391'DRIVE TO ITS END AT THE BEACH AND A ROAD TO THE NORTH, THAT PARALLELS
 DO9391'THE BEACH AND GOES TO FORT PIERCE JETTY PARK.  TURN LEFT ON THIS ROAD
 DO9391'AND GO NORTH ABOUT 0.05 MI (0.1 KM) TO THE NORTHEAST CORNER OF THE
 DO9391'PARKING LOT FOR THE PARK FROM THE NORTHEAST CORNER OF THE PARKING LOT
 DO9391'WALK ABOUT 140.0 FT (42.7 M) NORTH AND THEN NORTHEAST ALONG THE
 DO9391'EASTERN MOST AND MAIN SIDEWALK TO THE Y-JUNCTION OF A SIDEWALK THAT
 DO9391'RUNS EAST TO WEST AND PARALLELS THE SOUTH SIDE OF FORT PIERCE INLET
 DO9391'AND EVENTUALLY RUNS EAST ALONG THE TOP OF THE ROCK JETTY.  TURN RIGHT
 DO9391'AND WALK ABOUT 335.0 FT (102.1 M) EAST ON THE SIDEWALK TO THE MARK ON
 DO9391'THE LEFT.
 DO9391'
 DO9391'IT IS SET IN THE TOP OF A ROUND CONCRETE MONUMENT 0.2 FT (6 CM) BELOW
 DO9391'THE LEVEL OF THE SIDEWALK, ABOUT 702.0 FT (214.0 M) WEST OF SURVEY
 DO9391'MARK 2212 A 2013, ABOUT 326.0 FT (99.4 M) EAST OF SURVEY MARK 2212 C
 DO9391'2013, 8.8 FT (2.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DO9391'SIDEWALK ATOP THE JETTY, 6.2 FT (1.9 M) NORTH OF A WITNESS POST DECAL
 DO9391'THAT IS APPLIED TO A 4.0 FT (1.2 M) HIGH DECORATIVE ALUMINUM POST WITH
 DO9391'A SMALL SOLAR LIGHT ON TOP LOCATED ALONG THE NORTH SIDE OF THE
 DO9391'CONCRETE SIDEWALK AND 0.9 FT (27 CM) NORTH OF THE NORTH EDGE OF THE
 DO9391'SIDEWALK.
 DO9391
 DO9391                          STATION RECOVERY (2018)
 DO9391
 DO9391'RECOVERY NOTE BY GEOCACHING 2018 (RLM)
 DO9391'RECOVERED IN GOOD CONDITION.
 DO9391
 DO9391                          STATION RECOVERY (2025)
 DO9391
 DO9391'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 DO9391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9392 ***********************************************************************
 DO9392  DESIGNATION -  872 2212 C
 DO9392  PID         -  DO9392
 DO9392  STATE/COUNTY-  FL/ST LUCIE
 DO9392  COUNTRY     -  US
 DO9392  USGS QUAD   -  FORT PIERCE (2018)
 DO9392
 DO9392                         *CURRENT SURVEY CONTROL
 DO9392  ______________________________________________________________________
 DO9392* NAD 83(1986) POSITION- 27 28 14.02   (N) 080 17 26.42   (W)   HD_HELD1
 DO9392* NAVD 88 ORTHO HEIGHT -     1.671 (meters)        5.48  (feet) ADJUSTED
 DO9392  ______________________________________________________________________
 DO9392  GEOID HEIGHT    -        -27.653 (meters)                     GEOID18
 DO9392  DYNAMIC HEIGHT  -          1.669 (meters)        5.48  (feet) COMP
 DO9392  MODELED GRAVITY -    979,149.7   (mgal)                       NAVD 88
 DO9392
 DO9392  VERT ORDER      -  FIRST     CLASS II
 DO9392
 DO9392.The horizontal coordinates were determined by differentially corrected
 DO9392.hand held GPS observations or other comparable positioning techniques
 DO9392.and have an estimated accuracy of +/- 3 meters.
 DO9392
 DO9392.The orthometric height was determined by differential leveling and
 DO9392.adjusted by the NATIONAL GEODETIC SURVEY
 DO9392.in January 2014.
 DO9392
 DO9392.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9392.GEOID18 height accuracy estimate available here.
 DO9392
 DO9392.Click photographs - Photos may exist for this station.
 DO9392
 DO9392.The dynamic height is computed by dividing the NAVD 88
 DO9392.geopotential number by the normal gravity value computed on the
 DO9392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9392.degrees latitude (g = 980.6199 gals.).
 DO9392
 DO9392.The modeled gravity was interpolated from observed gravity values.
 DO9392
 DO9392;                    North         East    Units  Estimated Accuracy
 DO9392;SPC FL E     -   347,742.7     270,105.7     MT  (+/- 3 meters HH1 GPS) 
 DO9392
 DO9392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7008138756(NAD 83)
 DO9392
 DO9392                          SUPERSEDED SURVEY CONTROL
 DO9392
 DO9392.No superseded survey control is available for this station.
 DO9392
 DO9392_MARKER: F = FLANGE-ENCASED ROD
 DO9392_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO9392_STAMPING: 2212 C 2013
 DO9392_MARK LOGO: NGS
 DO9392_PROJECTION: FLUSH
 DO9392_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9392_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9392+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2020
 DO9392_ROD/PIPE-DEPTH: 24.4 meters
 DO9392
 DO9392  HISTORY     - Date     Condition        Report By
 DO9392  HISTORY     - 20130719 MONUMENTED       FLDEP
 DO9392  HISTORY     - 20200506 GOOD             GEOCAC
 DO9392
 DO9392                          STATION DESCRIPTION
 DO9392
 DO9392'DESCRIBED BY FL DEPT OF ENV PRO 2013 (RWH)
 DO9392'THE MARK IS ABOUT 9.0 MI (14.5 KM) NORTH OF ANKONA, 5.1 MI (8.2 KM)
 DO9392'SOUTHEAST OF INDRIO, 2.7 MI (4.3 KM) NORTHEAST OF FORT PIERCE, IN
 DO9392'SECTION 36, TOWNSHIP 34 SOUTH, RANGE 40 EAST.
 DO9392'
 DO9392'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND SOUTH STATE
 DO9392'HIGHWAY A1A (SEAWAY DRIVE) IN FORT PIERCE, GO EAST ON STATE HIGHWAY
 DO9392'A1A FOR 0.7 MI (1.1 KM) TO THE EAST END OF THE BRIDGE OVER THE INDIAN
 DO9392'RIVER AND HUTCHINSON ISLAND.  CONTINUE NORTHEAST ON STATE ROAD A1A FOR
 DO9392'1.8 MI (2.9 KM) TO A ROUND-ABOUT AND WHERE STATE HIGHWAY A1A TURNS
 DO9392'SOUTH AND BECOMES SOUTH OCEAN DRIVE, GO RIGHT ONE HALF OF THE WAY
 DO9392'AROUND THE ROUND-ABOUT AND CONTINUE EAST FOR 0.1 MI (0.2 KM) ON SEAWAY
 DO9392'DRIVE TO ITS END AT THE BEACH AND A ROAD TO THE NORTH, THAT PARALLELS
 DO9392'THE BEACH AND GOES TO FORT PIERCE JETTY PARK.  TURN LEFT ON THIS ROAD
 DO9392'AND GO NORTH ABOUT 0.05 MI (0.1 KM) TO THE NORTHEAST CORNER OF THE
 DO9392'PARKING LOT FOR THE PARK FROM THE NORTHEAST CORNER OF THE PARKING LOT
 DO9392'WALK ABOUT 140.0 FT (42.7 M) NORTH AND THEN NORTHEAST ALONG THE
 DO9392'EASTERN MOST AND MAIN SIDEWALK TO THE Y-JUNCTION OF A SIDEWALK THAT
 DO9392'RUNS EAST TO WEST AND PARALLELS THE SOUTH SIDE OF FORT PIERCE INLET
 DO9392'AND EVENTUALLY RUNS EAST ALONG THE TOP OF THE ROCK JETTY.  TURN RIGHT
 DO9392'AND WALK ABOUT 10.0 FT (3.0 M) EAST ON THE SIDEWALK TO THE MARK ON THE
 DO9392'RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT
 DO9392'(24.4 M) WITH AN NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE
 DO9392'GROUND, THE DATUM POINT IS RECESSED 0.8 FT (24 CM) BELOW THE LEVEL OF
 DO9392'THE NATIONAL GEODETIC SURVEY LOGO CAP.    LOCATED NEAR THE Y-JUNCTION
 DO9392'OF THE MAIN SIDEWALK FROM THE PARKING LOT AND THE SIDEWALK THAT
 DO9392'PARALLELS THE SOUTH SIDE OF THE INLET, ABOUT 416.0 FT (126.8 M) EAST
 DO9392'OF SURVEY MARK 2212 D 2013, ABOUT 326.0 FT (99.4 M) WEST OF SURVEY
 DO9392'MARK 2212 B 2013, 29.0 FT (8.8 M) WEST-SOUTHWEST OF A VISITOR DISTANT
 DO9392'VIEWING STATION (TELESCOPES ON A POST), 12.0 FT (3.7 M) SOUTH OF THE
 DO9392'APPROXIMATE CENTERLINE OF THE SIDEWALK THAT PARALLELS THE SOUTH SIDE
 DO9392'OF THE INLET, 10.0 FT (3.0 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DO9392'THE MAIN SIDEWALK LEADING FROM THE PARKING LOT, 7.6 FT (2.3 M)
 DO9392'NORTHWEST OF A CARSONITE WITNESS POST AND 0.8 FT (24 CM) SOUTH OF THE
 DO9392'SOUTH SIDE OF THE SIDEWALK THAT PARALLELS THE SOUTH SIDE OF THE INLET.
 DO9392'NOTE A MAGNET WAS PLACED INSIDE THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DO9392'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DO9392'NATIONAL GEODETIC SURVEY LOGO CAP.
 DO9392
 DO9392                          STATION RECOVERY (2020)
 DO9392
 DO9392'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DO9392'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9393 ***********************************************************************
 DO9393  DESIGNATION -  872 2212 D
 DO9393  PID         -  DO9393
 DO9393  STATE/COUNTY-  FL/ST LUCIE
 DO9393  COUNTRY     -  US
 DO9393  USGS QUAD   -  FORT PIERCE (2018)
 DO9393
 DO9393                         *CURRENT SURVEY CONTROL
 DO9393  ______________________________________________________________________
 DO9393* NAD 83(1986) POSITION- 27 28 12.8    (N) 080 17 30.8    (W)   HD_HELD2
 DO9393* NAVD 88 ORTHO HEIGHT -     1.174 (meters)        3.85  (feet) ADJUSTED
 DO9393  ______________________________________________________________________
 DO9393  GEOID HEIGHT    -        -27.649 (meters)                     GEOID18
 DO9393  DYNAMIC HEIGHT  -          1.173 (meters)        3.85  (feet) COMP
 DO9393  MODELED GRAVITY -    979,149.6   (mgal)                       NAVD 88
 DO9393
 DO9393  VERT ORDER      -  FIRST     CLASS II
 DO9393
 DO9393.The horizontal coordinates were established by autonomous hand held GPS
 DO9393.observations and have an estimated accuracy of +/- 10 meters.
 DO9393
 DO9393.The orthometric height was determined by differential leveling and
 DO9393.adjusted by the NATIONAL GEODETIC SURVEY
 DO9393.in January 2014.
 DO9393
 DO9393.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9393.GEOID18 height accuracy estimate available here.
 DO9393
 DO9393.Click photographs - Photos may exist for this station.
 DO9393
 DO9393.The dynamic height is computed by dividing the NAVD 88
 DO9393.geopotential number by the normal gravity value computed on the
 DO9393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9393.degrees latitude (g = 980.6199 gals.).
 DO9393
 DO9393.The modeled gravity was interpolated from observed gravity values.
 DO9393
 DO9393;                    North         East    Units  Estimated Accuracy
 DO9393;SPC FL E     -   347,705.      269,986.      MT  (+/- 10 meters HH2 GPS)
 DO9393
 DO9393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6996138717(NAD 83)
 DO9393
 DO9393                          SUPERSEDED SURVEY CONTROL
 DO9393
 DO9393.No superseded survey control is available for this station.
 DO9393
 DO9393_MARKER: DD = SURVEY DISK
 DO9393_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DO9393_SP_SET: PICNIC TABLE PAD
 DO9393_STAMPING: 2212 D 2013
 DO9393_MARK LOGO: FLDEP
 DO9393_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9393_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DO9393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DO9393+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2025
 DO9393
 DO9393  HISTORY     - Date     Condition        Report By
 DO9393  HISTORY     - 20130719 MONUMENTED       FLDEP
 DO9393  HISTORY     - 20200506 GOOD             GEOCAC
 DO9393  HISTORY     - 20250125 GOOD             USPSQD
 DO9393
 DO9393                          STATION DESCRIPTION
 DO9393
 DO9393'DESCRIBED BY FL DEPT OF ENV PRO 2013 (RWH)
 DO9393'THE MARK IS ABOUT 9.0 MI (14.5 KM) NORTH OF ANKONA, 5.1 MI (8.2 KM)
 DO9393'SOUTHEAST OF INDRIO, 2.7 MI (4.3 KM) NORTHEAST OF FORT PIERCE, IN
 DO9393'SECTION 36, TOWNSHIP 34 SOUTH, RANGE 40 EAST.
 DO9393'
 DO9393'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND SOUTH STATE
 DO9393'HIGHWAY A1A (SEAWAY DRIVE) IN FORT PIERCE, GO EAST ON STATE HIGHWAY
 DO9393'A1A FOR 0.7 MI (1.1 KM) TO THE EAST END OF THE BRIDGE OVER THE INDIAN
 DO9393'RIVER AND HUTCHINSON ISLAND.  CONTINUE NORTHEAST ON STATE ROAD A1A FOR
 DO9393'1.8 MI (2.9 KM) TO A ROUND-ABOUT AND WHERE STATE HIGHWAY A1A TURNS
 DO9393'SOUTH AND BECOMES SOUTH OCEAN DRIVE, GO RIGHT ONE HALF OF THE WAY
 DO9393'AROUND THE ROUND-ABOUT AND CONTINUE EAST FOR 0.1 MI (0.2 KM) ON SEAWAY
 DO9393'DRIVE TO ITS END AT THE BEACH AND A ROAD TO THE NORTH, THAT PARALLELS
 DO9393'THE BEACH AND GOES TO FORT PIERCE JETTY PARK.  TURN LEFT ON THIS ROAD
 DO9393'AND GO NORTH ABOUT 0.05 MI (0.1 KM) TO THE NORTHEAST CORNER OF THE
 DO9393'PARKING LOT FOR THE PARK FROM THE NORTHEAST CORNER OF THE PARKING LOT
 DO9393'WALK ABOUT 140.0 FT (42.7 M) NORTH AND THEN NORTHEAST ALONG THE
 DO9393'EASTERN MOST AND MAIN SIDEWALK TO THE Y-JUNCTION OF A SIDEWALK THAT
 DO9393'RUNS EAST TO WEST AND PARALLELS THE SOUTH SIDE OF FORT PIERCE INLET
 DO9393'AND EVENTUALLY RUNS EAST ALONG THE TOP OF THE ROCK JETTY.  TURN LEFT
 DO9393'AND WALK ABOUT 406.0 FT (123.7 M) WEST ON THE SIDEWALK TO THE MARK ON
 DO9393'THE LEFT.
 DO9393'
 DO9393'IT IS SET FLUSH IN THE NORTH SIDE OF A 9.0 FT (2.7 M) BY 17.0 FT
 DO9393'(5.2 M) CONCRETE SLAB FOR A COVERED PICNIC PAVILION, MARK IS FLUSH
 DO9393'WITH THE SIDEWALK, LOCATED ABOUT 416.0 FT (126.8 M) WEST OF SURVEY
 DO9393'MARK 2212 C 2013, 73.0 FT (22.3 M) NORTH OF THE CENTERLINE OF A
 DO9393'EAST-WEST RUNNING PAVED DRIVE FOR THE NORTH MOST PARKING LOT FOR FORT
 DO9393'PIERCE JETTY PARK, 6.5 FT (2.0 M) SOUTH OF THE NORTH EDGE OF THE
 DO9393'SIDEWALK THAT RUNS ALONG SIDE THE INLET AND 5.5 FT (1.7 M) NORTH OF
 DO9393'THE NORTHERN POST FOR THE PAVILION, THE POST ALSO SUPPORTS A PICNIC
 DO9393'TABLE.
 DO9393
 DO9393                          STATION RECOVERY (2020)
 DO9393
 DO9393'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DO9393'RECOVERED IN GOOD CONDITION.
 DO9393
 DO9393                          STATION RECOVERY (2025)
 DO9393
 DO9393'RECOVERY NOTE BY US POWER SQUADRON 2025 (STH)
 DO9393'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7539 ***********************************************************************
 AF7539  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7539  DESIGNATION -  872 2212 F TIDAL
 AF7539  PID         -  AF7539
 AF7539  STATE/COUNTY-  FL/ST LUCIE
 AF7539  COUNTRY     -  US
 AF7539  USGS QUAD   -  FORT PIERCE (2018)
 AF7539
 AF7539                         *CURRENT SURVEY CONTROL
 AF7539  ______________________________________________________________________
 AF7539* NAD 83(1986) POSITION- 27 28 12.     (N) 080 17 25.     (W)   SCALED
 AF7539* NAVD 88 ORTHO HEIGHT -     2.391 (meters)        7.84  (feet) ADJUSTED
 AF7539  ______________________________________________________________________
 AF7539  GEOID HEIGHT    -        -27.653 (meters)                     GEOID18
 AF7539  DYNAMIC HEIGHT  -          2.387 (meters)        7.83  (feet) COMP
 AF7539  MODELED GRAVITY -    979,149.6   (mgal)                       NAVD 88
 AF7539
 AF7539  VERT ORDER      -  SECOND    CLASS I
 AF7539
 AF7539.The horizontal coordinates were scaled from a map and have
 AF7539.an estimated accuracy of +/- 6 seconds.
 AF7539
 AF7539.The orthometric height was determined by differential leveling and
 AF7539.adjusted by the NATIONAL GEODETIC SURVEY
 AF7539.in September 1996.
 AF7539
 AF7539.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7539.GEOID18 height accuracy estimate available here.
 AF7539
 AF7539.This Tidal Bench Mark is designated as VM 17203
 AF7539.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7539
 AF7539.Click photographs - Photos may exist for this station.
 AF7539
 AF7539.The dynamic height is computed by dividing the NAVD 88
 AF7539.geopotential number by the normal gravity value computed on the
 AF7539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7539.degrees latitude (g = 980.6199 gals.).
 AF7539
 AF7539.The modeled gravity was interpolated from observed gravity values.
 AF7539
 AF7539;                    North         East    Units  Estimated Accuracy
 AF7539;SPC FL E     -   347,680.      270,150.      MT  (+/- 180 meters Scaled)
 AF7539
 AF7539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL701386(NAD 83)
 AF7539
 AF7539                          SUPERSEDED SURVEY CONTROL
 AF7539
 AF7539  NGVD 29 (09/01/92)    2.849  (m)            9.35   (f) ADJUSTED    2 1
 AF7539
 AF7539.Superseded values are not recommended for survey control.
 AF7539
 AF7539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7539.See file dsdata.pdf to determine how the superseded data were derived.
 AF7539
 AF7539_MARKER: DJ = TIDAL STATION DISK
 AF7539_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF7539+WITH SETTING: PAVEMENT
 AF7539_SP_SET: CONCRETE BASE FOR A FLAGPOLE
 AF7539_STAMPING: 2212 F 1986
 AF7539_MARK LOGO: NOS
 AF7539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7539+STABILITY: SURFACE MOTION
 AF7539
 AF7539  HISTORY     - Date     Condition        Report By
 AF7539  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7539  HISTORY     - 20010503 MARK NOT FOUND   USPSQD
 AF7539  HISTORY     - 20030821 MARK NOT FOUND   FLDEP
 AF7539  HISTORY     - 20130622 MARK NOT FOUND   FLDEP
 AF7539
 AF7539                          STATION DESCRIPTION
 AF7539
 AF7539'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7539'IN FORT PIERCE.
 AF7539'THE MARK IS SET IN THE CONCRETE BASE FOR THREE FLAGPOLES AT THE
 AF7539'ENTRANCE TO JETTY PARK, ON THE SOUTH SIDE OF THE FORT PIERCE INLET,
 AF7539'16.8 FEET EAST OF THE CENTERLINE OF THE DRIVE TO THE PARK, 1 FOOT
 AF7539'NORTHWEST OF THE NORTHWEST FLAGPOLE AND 35 FEET SOUTH OF THE
 AF7539'SOUTHEAST CORNER OF THE SOUTHMOST PAVILION.
 AF7539'THE MARK IS 1 FT ABOVE ROAD.
 AF7539
 AF7539                          STATION RECOVERY (2001)
 AF7539
 AF7539'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF7539'MARK NOT FOUND.
 AF7539
 AF7539                          STATION RECOVERY (2003)
 AF7539
 AF7539'RECOVERY NOTE BY FL DEPT OF ENV PRO 2003
 AF7539'SEARCHED FOR AND NOT RECOVERED.  THE LOCATION FALLS AT THE EDGE OF A
 AF7539'CONCRETE SIDEWALK.
 AF7539
 AF7539                          STATION RECOVERY (2013)
 AF7539
 AF7539'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)
 AF7539'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AF7539'
 AF7539'NOTE-STATE ROAD A1A (SEAWAY DRIVE) AND THE ROAD TO THE JETTY HAS BEEN
 AF7539'COMPLETELY RE-GRADED AND RE-BUILT, THE PARKING LOT AND FORT PIERCE
 AF7539'JETTY PARK HAS BEEN RE-DESIGNED AND RE-CONSTRUCTED, NEW SIDEWALK
 AF7539'ADDED, NEW TREE ADDED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7540 ***********************************************************************
 AF7540  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7540  DESIGNATION -  872 2213 F TIDAL
 AF7540  PID         -  AF7540
 AF7540  STATE/COUNTY-  FL/ST LUCIE
 AF7540  COUNTRY     -  US
 AF7540  USGS QUAD   -  FORT PIERCE (2018)
 AF7540
 AF7540                         *CURRENT SURVEY CONTROL
 AF7540  ______________________________________________________________________
 AF7540* NAD 83(1986) POSITION- 27 28 06.     (N) 080 17 54.     (W)   SCALED
 AF7540* NAVD 88 ORTHO HEIGHT -     0.821 (meters)        2.69  (feet) ADJUSTED
 AF7540  ______________________________________________________________________
 AF7540  GEOID HEIGHT    -        -27.631 (meters)                     GEOID18
 AF7540  DYNAMIC HEIGHT  -          0.819 (meters)        2.69  (feet) COMP
 AF7540  MODELED GRAVITY -    979,149.4   (mgal)                       NAVD 88
 AF7540
 AF7540  VERT ORDER      -  SECOND    CLASS I
 AF7540
 AF7540.The horizontal coordinates were scaled from a map and have
 AF7540.an estimated accuracy of +/- 6 seconds.
 AF7540
 AF7540.The orthometric height was determined by differential leveling and
 AF7540.adjusted by the NATIONAL GEODETIC SURVEY
 AF7540.in September 1996.
 AF7540
 AF7540.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7540.GEOID18 height accuracy estimate available here.
 AF7540
 AF7540.This Tidal Bench Mark is designated as VM 5430
 AF7540.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7540
 AF7540.Click photographs - Photos may exist for this station.
 AF7540
 AF7540.The dynamic height is computed by dividing the NAVD 88
 AF7540.geopotential number by the normal gravity value computed on the
 AF7540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7540.degrees latitude (g = 980.6199 gals.).
 AF7540
 AF7540.The modeled gravity was interpolated from observed gravity values.
 AF7540
 AF7540;                    North         East    Units  Estimated Accuracy
 AF7540;SPC FL E     -   347,490.      269,350.      MT  (+/- 180 meters Scaled)
 AF7540
 AF7540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL693385(NAD 83)
 AF7540
 AF7540                          SUPERSEDED SURVEY CONTROL
 AF7540
 AF7540  NGVD 29 (09/01/92)    1.282  (m)            4.21   (f) ADJUSTED    2 1
 AF7540
 AF7540.Superseded values are not recommended for survey control.
 AF7540
 AF7540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7540.See file dsdata.pdf to determine how the superseded data were derived.
 AF7540
 AF7540_STAMPING: 2213 F 1986
 AF7540_MARK LOGO: NOS
 AF7540
 AF7540  HISTORY     - Date     Condition        Report By
 AF7540  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7540  HISTORY     - 20130622 MARK NOT FOUND   FLDEP
 AF7540  HISTORY     - 20200506 MARK NOT FOUND   GEOCAC
 AF7540
 AF7540                          STATION DESCRIPTION
 AF7540
 AF7540'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7540'IN FORT PIERCE.
 AF7540'BEGIN AT THE JUNCTION OF STATE ROAD A1A SOUTH WITH U.S. HIGHWAY 1 IN
 AF7540'FT.  PIERCE, GO 2.15 MILES EASTERLY ON A1A TO THE MARK.  THE MARK
 AF7540'BEARS 18.4 FEET NORTHWEST OF THE CENTERLINE OF A1A, 31.8 FEET
 AF7540'SOUTHEAST OF THE EXTENDED CENTERLINE OF ELDORADO STREET, 9.5 FEET
 AF7540'SOUTH OF A POWER POLE WITH TWO TRANSFORMERS AND 58 FEET EAST OF THE
 AF7540'EAST CORNER OF HOUSE 1508.
 AF7540'THE MARK IS 2 FT BELOW ROAD.
 AF7540
 AF7540                          STATION RECOVERY (2013)
 AF7540
 AF7540'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)
 AF7540'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AF7540'
 AF7540'NOTE-STATE ROAD A1A HAS BEEN RE-BUILT, NEW SIDEWALK ADDED, NEW TREE
 AF7540'ADDED AND THE AREA HAS BEEN COMPLETELY RE-GRADED.
 AF7540
 AF7540                          STATION RECOVERY (2020)
 AF7540
 AF7540'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF7540'THE BOX DRAIN HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7541 ***********************************************************************
 AF7541  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7541  DESIGNATION -  872 2213 G TIDAL
 AF7541  PID         -  AF7541
 AF7541  STATE/COUNTY-  FL/ST LUCIE
 AF7541  COUNTRY     -  US
 AF7541  USGS QUAD   -  FORT PIERCE (2018)
 AF7541
 AF7541                         *CURRENT SURVEY CONTROL
 AF7541  ______________________________________________________________________
 AF7541* NAD 83(1986) POSITION- 27 28 02.79   (N) 080 17 54.89   (W)   HD_HELD1
 AF7541* NAVD 88 ORTHO HEIGHT -     1.195 (meters)        3.92  (feet) ADJUSTED
 AF7541  ______________________________________________________________________
 AF7541  GEOID HEIGHT    -        -27.630 (meters)                     GEOID18
 AF7541  DYNAMIC HEIGHT  -          1.193 (meters)        3.91  (feet) COMP
 AF7541  MODELED GRAVITY -    979,149.3   (mgal)                       NAVD 88
 AF7541
 AF7541  VERT ORDER      -  FIRST     CLASS II
 AF7541
 AF7541.The horizontal coordinates were determined by differentially corrected
 AF7541.hand held GPS observations or other comparable positioning techniques
 AF7541.and have an estimated accuracy of +/- 3 meters.
 AF7541
 AF7541.The orthometric height was determined by differential leveling and
 AF7541.adjusted by the NATIONAL GEODETIC SURVEY
 AF7541.in January 2014.
 AF7541
 AF7541.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7541.GEOID18 height accuracy estimate available here.
 AF7541
 AF7541.This Tidal Bench Mark is designated as VM 5431
 AF7541.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7541
 AF7541.Click photographs - Photos may exist for this station.
 AF7541
 AF7541.The dynamic height is computed by dividing the NAVD 88
 AF7541.geopotential number by the normal gravity value computed on the
 AF7541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7541.degrees latitude (g = 980.6199 gals.).
 AF7541
 AF7541.The modeled gravity was interpolated from observed gravity values.
 AF7541
 AF7541;                    North         East    Units  Estimated Accuracy
 AF7541;SPC FL E     -   347,392.6     269,326.1     MT  (+/- 3 meters HH1 GPS) 
 AF7541
 AF7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6930238406(NAD 83)
 AF7541
 AF7541                          SUPERSEDED SURVEY CONTROL
 AF7541
 AF7541  NAVD 88 (11/07/07)    1.198  (m)            3.93   (f) SUPERSEDED  1 2
 AF7541  NAVD 88 (09/06/96)    1.450  (m)            4.76   (f) SUPERSEDED  2 1
 AF7541  NGVD 29 (09/01/92)    1.912  (m)            6.27   (f) ADJUSTED    2 1
 AF7541
 AF7541.Superseded values are not recommended for survey control.
 AF7541
 AF7541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7541.See file dsdata.pdf to determine how the superseded data were derived.
 AF7541
 AF7541_MARKER: DJ = TIDAL STATION DISK
 AF7541_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF7541_SP_SET: STEP
 AF7541_STAMPING: 2213 G 1986
 AF7541_MARK LOGO: NOS
 AF7541_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7541+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2025
 AF7541
 AF7541  HISTORY     - Date     Condition        Report By
 AF7541  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7541  HISTORY     - 20010503 GOOD             USPSQD
 AF7541  HISTORY     - 20051011 GOOD             FLDEP
 AF7541  HISTORY     - 20130622 GOOD             FLDEP
 AF7541  HISTORY     - 20200505 GOOD             GEOCAC
 AF7541  HISTORY     - 20250129 GOOD             USPSQD
 AF7541
 AF7541                          STATION DESCRIPTION
 AF7541
 AF7541'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7541'IN FORT PIERCE.
 AF7541'BEGIN AT THE JUNCTION OF STATE ROAD A1A SOUTH WITH U.S. HIGHWAY 1 IN
 AF7541'FT.  PIERCE, GO 2.05 MILES EASTERLY ON A1A TO THE MARK.  THE MARK IS
 AF7541'SET IN THE SECOND STEP LEADING TO THE SOUTH SIDE OF THE INDIAN RIVER
 AF7541'COMMUNITY COLLEGE MARINE SCIENCES CENTER (OLD COAST GUARD STATION),
 AF7541'38.9 FEET NORTH-NORTHWEST OF THE CENTERLINE OF A1A, 19.8 FEET SOUTH-
 AF7541'SOUTHEAST OF THE DOOR ON THE SOUTH SIDE OF THE BUILDING, 41.7 FEET
 AF7541'EAST-NORTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING AND 57.3 FEET
 AF7541'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING.
 AF7541'THE MARK IS 2 FT ABOVE HIGHWAY.
 AF7541
 AF7541                          STATION RECOVERY (2001)
 AF7541
 AF7541'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF7541'RECOVERED IN GOOD CONDITION.
 AF7541
 AF7541                          STATION RECOVERY (2005)
 AF7541
 AF7541'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AF7541'THE MARK IS IN FORT PIERCE, NEAR THE U.S. COAST GUARD AUXILIARY
 AF7541'STATION (1400 SEAWAY  DRIVE, FLOTILLA 5-8, FORMERLY THE U.S. COAST
 AF7541'GUARD STATION) ON THE SOUTH SIDE OF THE FORT  PIERCE INLET, IN SECTION
 AF7541'1, TOWNSHIP 35 SOUTH, RANGE 40 EAST.
 AF7541'
 AF7541'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD
 AF7541'A1A SOUTH  (SEAWAY DRIVE) IN FORT PIERCE, GO EAST ON STATE ROAD A1A
 AF7541'SOUTH (SEAWAY DRIVE) FOR 2.15 MI  TO THE ENTRANCE TO THE INDIAN RIVER
 AF7541'COMMUNITY COLLEGE MARINE SCIENCES CENTER BUILDING  (1420 SEAWAY DRIVE,
 AF7541'FORMERLY THE U.S. COAST GUARD STATION) ON THE LEFT, TURN LEFT ON THE
 AF7541'ENTRANCE DRIVE AND GO NORTH ABOUT 140.0 FT TO THE PARKING LOT AND THE
 AF7541'END OF TRUCK  TRAVEL, NOW BY WALKING GO SOUTHEAST ABOUT 119.0 FT TO
 AF7541'THE SIDEWALK STEP LEADING TO THE  MARINE SCIENCES CENTER SOUTH
 AF7541'ENTRANCE DOORS AND THE MARK IN THE SECOND STEP ABOUT  LEVEL WITH THE
 AF7541'ROAD.
 AF7541'
 AF7541'LOCATED 96.3 FT WEST-NORTHWEST OF THE APPROXIMATE POINT OF
 AF7541'INTERSECTION OF DESOTA  STREET AND SEAWAY DRIVE, 57.3 FT
 AF7541'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF THE  MARINE SCIENCES
 AF7541'BUILDING, 41.7 FT EAST-NORTHEAST OF THE SOUTHWEST CORNER OF THE MARINE
 AF7541'SCIENCES BUILDING, 38.9 FT NORTH-NORTHWEST OF THE APPROXIMATE
 AF7541'CENTERLINE OF STATE ROAD  A1A SOUTH AND 19.8 FT SOUTH-SOUTHEAST OF THE
 AF7541'MARINE SCIENCES BUILDING SOUTH ENTRANCE  DOORS.
 AF7541
 AF7541                          STATION RECOVERY (2013)
 AF7541
 AF7541'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)
 AF7541'RECOVERED IN GOOD CONDITION.
 AF7541'
 AF7541'NOTE-ADDITIONS, STATE ROAD A1A (SEAWAY DRIVE) HAS BEEN WIDEN, THE MARK
 AF7541'IS NOW 41.5 FT (12.6 M) NORTH-NORTHWEST OF THE CENTERLINE OF THE ROAD.
 AF7541'SET FLUSH IN THE SECOND OF THREE CONCRETE STEPS FOR THE SIDEWALK
 AF7541'LEADING TO THE DOOR ON THE SOUTH SIDE OF THE BUILDING, THE SIDE OF THE
 AF7541'BUILDING FACING STATE ROAD A1A (SEAWAY DRIVE).
 AF7541
 AF7541                          STATION RECOVERY (2020)
 AF7541
 AF7541'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF7541'RECOVERED IN GOOD CONDITION.
 AF7541
 AF7541                          STATION RECOVERY (2025)
 AF7541
 AF7541'RECOVERY NOTE BY US POWER SQUADRON 2025 (DF)
 AF7541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7542 ***********************************************************************
 AF7542  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7542  DESIGNATION -  872 2213 H TIDAL
 AF7542  PID         -  AF7542
 AF7542  STATE/COUNTY-  FL/ST LUCIE
 AF7542  COUNTRY     -  US
 AF7542  USGS QUAD   -  FORT PIERCE (2018)
 AF7542
 AF7542                         *CURRENT SURVEY CONTROL
 AF7542  ______________________________________________________________________
 AF7542* NAD 83(1986) POSITION- 27 28 03.     (N) 080 18 02.     (W)   SCALED
 AF7542* NAVD 88 ORTHO HEIGHT -     0.785 (meters)        2.58  (feet) ADJUSTED
 AF7542  ______________________________________________________________________
 AF7542  GEOID HEIGHT    -        -27.625 (meters)                     GEOID18
 AF7542  DYNAMIC HEIGHT  -          0.784 (meters)        2.57  (feet) COMP
 AF7542  MODELED GRAVITY -    979,149.3   (mgal)                       NAVD 88
 AF7542
 AF7542  VERT ORDER      -  SECOND    CLASS I
 AF7542
 AF7542.The horizontal coordinates were scaled from a map and have
 AF7542.an estimated accuracy of +/- 6 seconds.
 AF7542
 AF7542.The orthometric height was determined by differential leveling and
 AF7542.adjusted by the NATIONAL GEODETIC SURVEY
 AF7542.in September 1996.
 AF7542
 AF7542.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7542.GEOID18 height accuracy estimate available here.
 AF7542
 AF7542.This Tidal Bench Mark is designated as VM 5432
 AF7542.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7542
 AF7542.Click photographs - Photos may exist for this station.
 AF7542
 AF7542.The dynamic height is computed by dividing the NAVD 88
 AF7542.geopotential number by the normal gravity value computed on the
 AF7542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7542.degrees latitude (g = 980.6199 gals.).
 AF7542
 AF7542.The modeled gravity was interpolated from observed gravity values.
 AF7542
 AF7542;                    North         East    Units  Estimated Accuracy
 AF7542;SPC FL E     -   347,400.      269,130.      MT  (+/- 180 meters Scaled)
 AF7542
 AF7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL691384(NAD 83)
 AF7542
 AF7542                          SUPERSEDED SURVEY CONTROL
 AF7542
 AF7542  NGVD 29 (09/01/92)    1.246  (m)            4.09   (f) ADJUSTED    2 1
 AF7542
 AF7542.Superseded values are not recommended for survey control.
 AF7542
 AF7542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7542.See file dsdata.pdf to determine how the superseded data were derived.
 AF7542
 AF7542_STAMPING: 2213 H 1986
 AF7542_MARK LOGO: NOS
 AF7542
 AF7542  HISTORY     - Date     Condition        Report By
 AF7542  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7542  HISTORY     - 20010503 MARK NOT FOUND   USPSQD
 AF7542  HISTORY     - 20130622 MARK NOT FOUND   FLDEP
 AF7542  HISTORY     - 20200505 MARK NOT FOUND   GEOCAC
 AF7542
 AF7542                          STATION DESCRIPTION
 AF7542
 AF7542'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7542'IN FORT PIERCE.
 AF7542'BEGIN AT THE JUNCTION OF STATE ROAD A1A SOUTH WITH U.S. HIGHWAY 1 IN
 AF7542'FT.  PIERCE, GO 1.95 MILES EASTERLY ON A1A TO THE MARK.  THE MARK
 AF7542'BEARS 18.5 FEET NORTH OF THE CENTERLINE OF A1A, 27.5 FEET EAST OF THE
 AF7542'CENTERLINE OF THE EAST DRIVE TO THE KIWI MOTEL, 27.6 FEET WEST OF THE
 AF7542'CENTERLINE OF THE ENTANCE DRIVE TO THE DEL MAR APARTMENTS AND 10 FEET
 AF7542'WEST-SOUTHWEST OF A POWER POLE.
 AF7542'THE MARK IS ABOVE LEVEL WITH ROAD.
 AF7542
 AF7542                          STATION RECOVERY (2001)
 AF7542
 AF7542'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF7542'PAVED OVER, STATION NUMBER COULD NOT BE IDENTIFIED.
 AF7542
 AF7542                          STATION RECOVERY (2013)
 AF7542
 AF7542'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)
 AF7542'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AF7542'
 AF7542'NOTE-STATE ROAD A1A HAS BEEN RE-BUILT, NEW SIDEWALK ADDED AND THE AREA
 AF7542'HAS BEEN COMPLETELY RE-GRADED.
 AF7542
 AF7542                          STATION RECOVERY (2020)
 AF7542
 AF7542'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF7542'THE BOX DRAIN HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI3922 ***********************************************************************
 DI3922  TIDAL BM    -  This is a Tidal Bench Mark.
 DI3922  DESIGNATION -  872 2213 J TIDAL
 DI3922  PID         -  DI3922
 DI3922  STATE/COUNTY-  FL/ST LUCIE
 DI3922  COUNTRY     -  US
 DI3922  USGS QUAD   -  FORT PIERCE (2018)
 DI3922
 DI3922                         *CURRENT SURVEY CONTROL
 DI3922  ______________________________________________________________________
 DI3922* NAD 83(1986) POSITION- 27 27 59.8    (N) 080 17 55.2    (W)   HD_HELD2
 DI3922* NAVD 88 ORTHO HEIGHT -     0.852 (meters)        2.80  (feet) ADJUSTED
 DI3922  ______________________________________________________________________
 DI3922  GEOID HEIGHT    -        -27.629 (meters)                     GEOID18
 DI3922  DYNAMIC HEIGHT  -          0.851 (meters)        2.79  (feet) COMP
 DI3922  MODELED GRAVITY -    979,149.2   (mgal)                       NAVD 88
 DI3922
 DI3922  VERT ORDER      -  FIRST     CLASS II
 DI3922
 DI3922.The horizontal coordinates were established by autonomous hand held GPS
 DI3922.observations and have an estimated accuracy of +/- 10 meters.
 DI3922
 DI3922.The orthometric height was determined by differential leveling and
 DI3922.adjusted by the NATIONAL GEODETIC SURVEY
 DI3922.in November 2007.
 DI3922
 DI3922.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3922.GEOID18 height accuracy estimate available here.
 DI3922
 DI3922.This Tidal Bench Mark is designated as VM 15847
 DI3922.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI3922
 DI3922.Click photographs - Photos may exist for this station.
 DI3922
 DI3922.The dynamic height is computed by dividing the NAVD 88
 DI3922.geopotential number by the normal gravity value computed on the
 DI3922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3922.degrees latitude (g = 980.6199 gals.).
 DI3922
 DI3922.The modeled gravity was interpolated from observed gravity values.
 DI3922
 DI3922;                    North         East    Units  Estimated Accuracy
 DI3922;SPC FL E     -   347,301.      269,318.      MT  (+/- 10 meters HH2 GPS)
 DI3922
 DI3922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6929438314(NAD 83)
 DI3922
 DI3922                          SUPERSEDED SURVEY CONTROL
 DI3922
 DI3922.No superseded survey control is available for this station.
 DI3922
 DI3922_MARKER: F = FLANGE-ENCASED ROD
 DI3922_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI3922_STAMPING: 2213 J 1995
 DI3922_MARK LOGO: NOS
 DI3922_PROJECTION: RECESSED 13 CENTIMETERS
 DI3922_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI3922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3922+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2020
 DI3922_ROD/PIPE-DEPTH: 24.1 meters
 DI3922
 DI3922  HISTORY     - Date     Condition        Report By
 DI3922  HISTORY     - 1995     MONUMENTED       FLDEP
 DI3922  HISTORY     - 20051011 GOOD             FLDEP
 DI3922  HISTORY     - 20130622 GOOD             FLDEP
 DI3922  HISTORY     - 20200506 GOOD             GEOCAC
 DI3922
 DI3922                          STATION DESCRIPTION
 DI3922
 DI3922'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI3922'THE MARK IS IN FORT PIERCE, NEAR THE U.S. COAST GUARD AUXILIARY
 DI3922'STATION (1400 SEAWAY  DRIVE, FLOTILLA 5-8, FORMERLY THE U.S. COAST
 DI3922'GUARD STATION) ON THE SOUTH SIDE OF THE FORT  PIERCE INLET, IN SECTION
 DI3922'1, TOWNSHIP 35 SOUTH, RANGE 40 EAST.
 DI3922'
 DI3922'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD
 DI3922'A1A SOUTH  (SEAWAY DRIVE) IN FORT PIERCE, GO EAST ON STATE ROAD A1A
 DI3922'SOUTH (SEAWAY DRIVE) FOR 2.1 MI  TO THE JUNCTION OF COQUINA AVENUE ON
 DI3922'THE RIGHT, TURN RIGHT ON COQUINA AVENUE AND GO  SOUTH FOR 0.05 MI TO
 DI3922'THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DI3922'DEPTH OF 79.0 FT WITH A NOS LOGO CAP RECESSED ABOUT 0.3 FT BELOW THE
 DI3922'LEVEL OF THE  GROUND THE DATUM POINT IS RECESSED 0.1 FT BELOW THE
 DI3922'LEVEL OF THE NOS LOGO CAP.
 DI3922'
 DI3922'LOCATED ABOUT 170.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF BINNEY
 DI3922'DRIVE, 102.1 FT  NORTH OF A FIRE HYDRANT, 44.3 FT SOUTHEAST OF THE
 DI3922'SOUTHWEST CORNER OF AN APARTMENT  BUILDING (120 A COQUINA AVENUE),
 DI3922'19.4 FT EAST OF THE APPROXIMATE CENTERLINE OF COQUINA  AVENUE, 3.0 FT
 DI3922'SOUTH OF A WOODEN POWER POLE AND 1.0 FT SOUTH OF A CARSONITE WITNESS
 DI3922'POST.
 DI3922'
 DI3922'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.
 DI3922
 DI3922                          STATION RECOVERY (2013)
 DI3922
 DI3922'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)
 DI3922'RECOVERED IN GOOD CONDITION.
 DI3922'
 DI3922'NOTE-ADDITIONS, 191.0 FT (58.2 M) SOUTH OF THE CENTERLINE OF SEAWAY
 DI3922'DRIVE (STATE ROAD A1A), 2.5 FT (0.8 M) SOUTH OF A WOODEN POWER POLE
 DI3922'NUMBER 30804, 2.2 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST, THE
 DI3922'NOS LOGO CAP IS RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF THE GROUND,
 DI3922'THE DATUM POINT IS RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE NOS
 DI3922'LOGO CAP AND THE NOS LOGO CAP IS 0.5 FT (15 CM) BELOW THE LEVEL OF
 DI3922'COQUINA AVENUE.
 DI3922'
 DI3922'DELETE 2.0 FT (0.6 M) SOUTH OF A WOODEN POWER POLE AND 1.0 FT (0.3 M)
 DI3922'SOUTH OF A CARSONITE WITNESS POST.
 DI3922
 DI3922                          STATION RECOVERY (2020)
 DI3922
 DI3922'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DI3922'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI3923 ***********************************************************************
 DI3923  TIDAL BM    -  This is a Tidal Bench Mark.
 DI3923  DESIGNATION -  872 2213 K TIDAL
 DI3923  PID         -  DI3923
 DI3923  STATE/COUNTY-  FL/ST LUCIE
 DI3923  COUNTRY     -  US
 DI3923  USGS QUAD   -  FORT PIERCE (2018)
 DI3923
 DI3923                         *CURRENT SURVEY CONTROL
 DI3923  ______________________________________________________________________
 DI3923* NAD 83(1986) POSITION- 27 28 04.39   (N) 080 17 57.82   (W)   HD_HELD1
 DI3923* NAVD 88 ORTHO HEIGHT -     0.500 (meters)        1.64  (feet) ADJUSTED
 DI3923  ______________________________________________________________________
 DI3923  GEOID HEIGHT    -        -27.628 (meters)                     GEOID18
 DI3923  DYNAMIC HEIGHT  -          0.499 (meters)        1.64  (feet) COMP
 DI3923  MODELED GRAVITY -    979,149.3   (mgal)                       NAVD 88
 DI3923
 DI3923  VERT ORDER      -  FIRST     CLASS II
 DI3923
 DI3923.The horizontal coordinates were determined by differentially corrected
 DI3923.hand held GPS observations or other comparable positioning techniques
 DI3923.and have an estimated accuracy of +/- 3 meters.
 DI3923
 DI3923.The orthometric height was determined by differential leveling and
 DI3923.adjusted by the NATIONAL GEODETIC SURVEY
 DI3923.in January 2014.
 DI3923
 DI3923.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3923.GEOID18 height accuracy estimate available here.
 DI3923
 DI3923.This Tidal Bench Mark is designated as VM 15848
 DI3923.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI3923
 DI3923.Click photographs - Photos may exist for this station.
 DI3923
 DI3923.The dynamic height is computed by dividing the NAVD 88
 DI3923.geopotential number by the normal gravity value computed on the
 DI3923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3923.degrees latitude (g = 980.6199 gals.).
 DI3923
 DI3923.The modeled gravity was interpolated from observed gravity values.
 DI3923
 DI3923;                    North         East    Units  Estimated Accuracy
 DI3923;SPC FL E     -   347,441.4     269,245.3     MT  (+/- 3 meters HH1 GPS) 
 DI3923
 DI3923_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6922138454(NAD 83)
 DI3923
 DI3923                          SUPERSEDED SURVEY CONTROL
 DI3923
 DI3923  NAVD 88 (11/07/07)    0.499  (m)            1.64   (f) SUPERSEDED  1 2
 DI3923
 DI3923.Superseded values are not recommended for survey control.
 DI3923
 DI3923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3923.See file dsdata.pdf to determine how the superseded data were derived.
 DI3923
 DI3923_MARKER: F = FLANGE-ENCASED ROD
 DI3923_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI3923_STAMPING: 2213 K 1995
 DI3923_MARK LOGO: NOS
 DI3923_PROJECTION: RECESSED 5 CENTIMETERS
 DI3923_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3923_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3923+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2020
 DI3923_ROD/PIPE-DEPTH: 24.1 meters
 DI3923
 DI3923  HISTORY     - Date     Condition        Report By
 DI3923  HISTORY     - 1995     MONUMENTED       FLDEP
 DI3923  HISTORY     - 20051011 GOOD             FLDEP
 DI3923  HISTORY     - 20130420 GOOD             GCT
 DI3923  HISTORY     - 20130622 GOOD             FLDEP
 DI3923  HISTORY     - 20200505 GOOD             GEOCAC
 DI3923
 DI3923                          STATION DESCRIPTION
 DI3923
 DI3923'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI3923'THE MARK IS IN FORT PIERCE, NEAR THE U.S. COAST GUARD AUXILIARY
 DI3923'STATIONS DOCK (1400  SEAWAY DRIVE, FLOTILLA 5-8, FORMERLY THE U.S.
 DI3923'COAST GUARD STATION) ON THE SOUTH SIDE OF  THE FORT PIERCE INLET, IN
 DI3923'SECTION 1, TOWNSHIP 35 SOUTH, RANGE 40 EAST.
 DI3923'
 DI3923'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD
 DI3923'A1A SOUTH  (SEAWAY DRIVE) IN FORT PIERCE, GO EAST ON STATE ROAD A1A
 DI3923'SOUTH (SEAWAY DRIVE) FOR 2.15 MI  TO THE ENTRANCE TO THE U.S. COAST
 DI3923'GUARD AUXILIARY STATION (1400 SEAWAY DRIVE) ON THE  LEFT, TURN LEFT ON
 DI3923'THE ENTRANCE DRIVE AND GO NORTH ABOUT 300.0 FT TO THE MARK ON THE
 DI3923'LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 79.0 FT
 DI3923'WITH A NOS LOGO CAP  FLUSH WITH THE LEVEL OF THE GROUND, THE DATUM
 DI3923'POINT IS RECESSED 0.2 FT BELOW THE LEVEL  OF THE NOS LOGO CAP.
 DI3923'
 DI3923'LOCATED ABOUT 315.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF SEAWAY
 DI3923'DRIVE, ABOUT 260.0  FT NORTHWEST OF NO 1, ABOUT 225.0 FT NORTHWEST OF
 DI3923'A CGS BENCH MARK G 231, 73.3 FT  SOUTHEAST OF THE NORTH END OF A 6.0
 DI3923'FT TALL CHAIN LINK FENCE, 52.1 FT NORTHEAST OF THE  NORTHEAST CORNER
 DI3923'OF THE CORAL APARTMENTS (1340 SEAWAY DRIVE), 27.4 FT WEST OF THE
 DI3923'SOUTHWEST CORNER OF THE COAST GUARD AUXILIARY DOCK AND 1.0 FT EAST OF
 DI3923'A CARSONITE  WITNESS POST.
 DI3923'
 DI3923'NOTE A MAGNET WAS PLACED INSIDE OF THE NOS LOGO CAP.
 DI3923'
 DI3923'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO CAP.
 DI3923
 DI3923                          STATION RECOVERY (2013)
 DI3923
 DI3923'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2013 (DAH)
 DI3923'RECOVERED IN GOOD CONDITION.
 DI3923
 DI3923                          STATION RECOVERY (2013)
 DI3923
 DI3923'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)
 DI3923'RECOVERED IN GOOD CONDITION.
 DI3923'
 DI3923'NOTE-ADDITIONS, THE COAST GUARD AUXILIARY STATION DOCK AND THE CHAIN
 DI3923'LINK FENCE ARE BOTH GONE, THE MARK IS LOCATED NEAR THE NORTHWEST
 DI3923'CORNER OF THE PROPERTY THAT IS OCCUPIED BY THE COAST GUARD AUXILIARY
 DI3923'STATION FLOTILLA 58 LOCATED AT 1400 SEAWAY DRIVE (STATE ROAD A1A)
 DI3923'(TELEPHONE NUMBER 772-418-1142).
 DI3923'
 DI3923'LOCATED ABOUT 318.0 FT (96.9 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 DI3923'STATE ROAD A1A (SEAWAY DRIVE), ABOUT 260.0 FT (79.2 M) NORTHWEST OF
 DI3923'U.S. COAST AND GEODETIC SURVEY BENCH MARK WITH DESIGNATION OF 872 2213
 DI3923'TIDAL 1 (STAMPED NO 1 1969), ABOUT 225.0 FT (68.6 M) NORTH-NORTHWEST
 DI3923'OF U.S. COAST AND GEODETIC SURVEY BENCH MARK WITH DESIGNATION OF D 231
 DI3923'(STAMPED D 231 1965) WHICH IS SET IN THE CONCRETE BASE FOR THE
 DI3923'SOUTHWEST LEGGED OF A FOUR LEG FLAG - OLD WEATHER STATION SENSOR
 DI3923'TOWER, 54.0 FT (16.5 M) NORTH OF THE SOUTHEAST CORNER OF UNIT TWO OF
 DI3923'THE CORAL APARTMENTS 28.5 FT (8.7 M) NORTHEAST OF THE NORTHEAST CORNER
 DI3923'OF UNIT ONE OF THE CORAL APARTMENTS (NOTE UNIT ONE AND UNIT TWO ARE
 DI3923'PART OF THE SAME BUILDING), 19.0 FT (5.8 M) EAST-NORTHEAST OF THE
 DI3923'CENTERLINE OF A DOCK FOR THE CORAL APARTMENTS AND 1.6 FT (0.5 M) EAST
 DI3923'OF A CARSONITE WITNESS POST.
 DI3923'
 DI3923'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 DI3923'LOGO CAP.
 DI3923'
 DI3923'NOTE THE NOS LOGO CAP IS RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DI3923'GROUND, THE DATUM POINT IS RECESSED 0.2 BELOW THE LEVEL OF THE NOS
 DI3923'LOGO CAP.
 DI3923
 DI3923                          STATION RECOVERY (2020)
 DI3923
 DI3923'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DI3923'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9394 ***********************************************************************
 DO9394  TIDAL BM    -  This is a Tidal Bench Mark.
 DO9394  DESIGNATION -  872 2213 L
 DO9394  PID         -  DO9394
 DO9394  STATE/COUNTY-  FL/ST LUCIE
 DO9394  COUNTRY     -  US
 DO9394  USGS QUAD   -  FORT PIERCE (2018)
 DO9394
 DO9394                         *CURRENT SURVEY CONTROL
 DO9394  ______________________________________________________________________
 DO9394* NAD 83(1986) POSITION- 27 28 02.3    (N) 080 18 03.4    (W)   HD_HELD2
 DO9394* NAVD 88 ORTHO HEIGHT -     1.331 (meters)        4.37  (feet) ADJUSTED
 DO9394  ______________________________________________________________________
 DO9394  GEOID HEIGHT    -        -27.624 (meters)                     GEOID18
 DO9394  DYNAMIC HEIGHT  -          1.329 (meters)        4.36  (feet) COMP
 DO9394  MODELED GRAVITY -    979,149.3   (mgal)                       NAVD 88
 DO9394
 DO9394  VERT ORDER      -  FIRST     CLASS II
 DO9394
 DO9394.The horizontal coordinates were established by autonomous hand held GPS
 DO9394.observations and have an estimated accuracy of +/- 10 meters.
 DO9394
 DO9394.The orthometric height was determined by differential leveling and
 DO9394.adjusted by the NATIONAL GEODETIC SURVEY
 DO9394.in January 2014.
 DO9394
 DO9394.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9394.GEOID18 height accuracy estimate available here.
 DO9394
 DO9394.This Tidal Bench Mark is designated as VM 24559
 DO9394.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DO9394
 DO9394.Click photographs - Photos may exist for this station.
 DO9394
 DO9394.The dynamic height is computed by dividing the NAVD 88
 DO9394.geopotential number by the normal gravity value computed on the
 DO9394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9394.degrees latitude (g = 980.6199 gals.).
 DO9394
 DO9394.The modeled gravity was interpolated from observed gravity values.
 DO9394
 DO9394;                    North         East    Units  Estimated Accuracy
 DO9394;SPC FL E     -   347,376.      269,093.      MT  (+/- 10 meters HH2 GPS)
 DO9394
 DO9394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6906838389(NAD 83)
 DO9394
 DO9394                          SUPERSEDED SURVEY CONTROL
 DO9394
 DO9394.No superseded survey control is available for this station.
 DO9394
 DO9394_MARKER: DD = SURVEY DISK
 DO9394_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO9394_SP_SET: RETAINING WALL
 DO9394_STAMPING: 2213 L 2013
 DO9394_MARK LOGO: FLDEP
 DO9394_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO9394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO9394+STABILITY: SURFACE MOTION
 DO9394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9394+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2020
 DO9394
 DO9394  HISTORY     - Date     Condition        Report By
 DO9394  HISTORY     - 20130718 MONUMENTED       FLDEP
 DO9394  HISTORY     - 20200505 GOOD             GEOCAC
 DO9394
 DO9394                          STATION DESCRIPTION
 DO9394
 DO9394'DESCRIBED BY FL DEPT OF ENV PRO 2013 (RWH)
 DO9394'THE MARK IS ABOUT 8.9 MI (14.3 KM) NORTH OF ANKONA, 4.9 MI (7.9 KM)
 DO9394'SOUTHEAST OF INDRIO, 2.1 MI (3.4 KM) NORTHEAST OF FORT PIERCE, IN
 DO9394'SECTION 1, TOWNSHIP 35 SOUTH, RANGE 40 EAST.
 DO9394'
 DO9394'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND SOUTH STATE
 DO9394'HIGHWAY A1A (SEAWAY DRIVE) IN FORT PIERCE, GO EAST ON STATE HIGHWAY
 DO9394'A1A FOR 0.7 MI (1.1 KM) TO THE EAST END OF THE BRIDGE OVER THE INDIAN
 DO9394'RIVER AND HUTCHINSON ISLAND.  CONTINUE NORTHEAST ON STATE ROAD A1A FOR
 DO9394'1.1 MI (1.8 KM) TO THE WEST ENTRANCE DRIVE TO HUTCHINSON ISLAND PLAZA
 DO9394'HOTEL AND SUITES LOCATED AT 1230 SEAWAY DRIVE, THE HOTEL IS ON THE
 DO9394'LEFT SIDE OF THE HIGHWAY.  TURN LEFT ON THE ENTRANCE DRIVE AND GO
 DO9394'NORTH-NORTHWEST ABOUT 70.0 FT (21.3 M) TO THE FRONT SECTION OF THE
 DO9394'HOTEL.  TURN RIGHT ON THE DRIVE IN FRONT OF THE HOTEL AND GO
 DO9394'EAST-NORTHEAST ABOUT 100.0 FT (30.5 M) TO A DRIVE.  TURN LEFT ON THE
 DO9394'DRIVE AND GO NORTH-NORTHWEST ABOUT 205.0 FT (62.5 M) ON THE
 DO9394'EAST-NORTHEAST SIDE OF THE HOTEL TO ITS ENDS AT A RETAINING WALL AND
 DO9394'THE MARK ON THE LEFT, THE MARK IS LOCATED NEAR THE NORTH-NORTHWEST
 DO9394'CORNER OF THE SWIMMING POOL AREA THAT IS LOCATED AT THE NORTH END OF
 DO9394'THE HOTEL, THE HOTEL AND MARK ARE LOCATED ON THE SOUTH SIDE OF THE
 DO9394'FORT PIECE INLET, THE MARK IS SET IN THE TOP OF A RETAINING WALL LEVEL
 DO9394'WITH THE ADJACENT WOODEN DECK, 0.8 FT (24 CM) ABOVE THE LEVEL OF THE
 DO9394'PARKING LOT AND 3.0 FT (0.9 M) ABOVE THE SAND BEACH OF THE INLET.
 DO9394'
 DO9394'LOCATED ABOUT 285.0 FT (86.9 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 DO9394'STATE HIGHWAY A1A (SEAWAY DRIVE), 97.7 FT (29.8 M) SOUTH-SOUTHWEST OF
 DO9394'THE PVC AQUA TRAK STILLING WELL FOR TIDAL STATION 872-2213, 58.0 FT
 DO9394'(17.7 M) WEST-NORTHWEST OF THE SOUTHEAST END WOODEN GUARDRAIL POST FOR
 DO9394'A DOCK (POST IS NEAR THE NORTHEAST CORNER OF THE PARKING LOT FOR THE
 DO9394'HOTEL), 34.5 FT (10.5 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 DO9394'THE HOTEL BUILDING, 6.2 FT (1.9 M) NORTH-NORTHWEST OF THE CONCRETE
 DO9394'CURB FOR THE PARKING LOT, 5.8 FT (1.8 M) WEST-SOUTHWEST OF THE
 DO9394'CENTERLINE OF A WOODEN STAIRS LEADING DOWN TO THE BEACH AREA, 3.8 FT
 DO9394'(1.2 M) EAST-NORTHEAST OF THE NORTHEAST CONCRETE PILLAR FOR A FENCE
 DO9394'AROUND THE POOL LOCATED BEHIND THE HOTEL AND 0.4 FT (12 CM)
 DO9394'SOUTH-SOUTHEAST OF THE NORTH FACE OF THE RETAINING WALL.
 DO9394
 DO9394                          STATION RECOVERY (2020)
 DO9394
 DO9394'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DO9394'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3259 ***********************************************************************
 AF3259  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3259  DESIGNATION -  872 2213 TIDAL 1
 AF3259  PID         -  AF3259
 AF3259  STATE/COUNTY-  FL/ST LUCIE
 AF3259  COUNTRY     -  US
 AF3259  USGS QUAD   -  FORT PIERCE (2018)
 AF3259
 AF3259                         *CURRENT SURVEY CONTROL
 AF3259  ______________________________________________________________________
 AF3259* NAD 83(1986) POSITION- 27 28 03.42   (N) 080 17 55.26   (W)   HD_HELD1
 AF3259* NAVD 88 ORTHO HEIGHT -     1.604 (meters)        5.26  (feet) ADJUSTED
 AF3259  ______________________________________________________________________
 AF3259  GEOID HEIGHT    -        -27.630 (meters)                     GEOID18
 AF3259  DYNAMIC HEIGHT  -          1.601 (meters)        5.25  (feet) COMP
 AF3259  MODELED GRAVITY -    979,149.3   (mgal)                       NAVD 88
 AF3259
 AF3259  VERT ORDER      -  FIRST     CLASS II
 AF3259
 AF3259.The horizontal coordinates were determined by differentially corrected
 AF3259.hand held GPS observations or other comparable positioning techniques
 AF3259.and have an estimated accuracy of +/- 3 meters.
 AF3259
 AF3259.The orthometric height was determined by differential leveling and
 AF3259.adjusted by the NATIONAL GEODETIC SURVEY
 AF3259.in November 2007.
 AF3259
 AF3259.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3259.GEOID18 height accuracy estimate available here.
 AF3259
 AF3259.This Tidal Bench Mark is designated as VM 5428
 AF3259.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3259
 AF3259.Click photographs - Photos may exist for this station.
 AF3259
 AF3259.The dynamic height is computed by dividing the NAVD 88
 AF3259.geopotential number by the normal gravity value computed on the
 AF3259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3259.degrees latitude (g = 980.6199 gals.).
 AF3259
 AF3259.The modeled gravity was interpolated from observed gravity values.
 AF3259
 AF3259;                    North         East    Units  Estimated Accuracy
 AF3259;SPC FL E     -   347,412.0     269,315.8     MT  (+/- 3 meters HH1 GPS) 
 AF3259
 AF3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6929238425(NAD 83)
 AF3259
 AF3259                          SUPERSEDED SURVEY CONTROL
 AF3259
 AF3259  NAVD 88 (09/06/96)    1.609  (m)            5.28   (f) SUPERSEDED  2 0
 AF3259  NAVD 88 (06/15/91)    1.608  (m)            5.28   (f) SUPERSEDED  2 0
 AF3259  NGVD 29 (09/01/92)    2.071  (m)            6.79   (f) ADJUSTED    2 0
 AF3259
 AF3259.Superseded values are not recommended for survey control.
 AF3259
 AF3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3259.See file dsdata.pdf to determine how the superseded data were derived.
 AF3259
 AF3259_MARKER: DB = BENCH MARK DISK
 AF3259_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF3259_SP_SET: STEP
 AF3259_STAMPING: NO 1 1969
 AF3259_MARK LOGO: CGS
 AF3259_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF3259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF3259+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2025
 AF3259
 AF3259  HISTORY     - Date     Condition        Report By
 AF3259  HISTORY     - 1969     MONUMENTED       CGS
 AF3259  HISTORY     - 1970     GOOD             NGS
 AF3259  HISTORY     - 1979     GOOD             FLDNR
 AF3259  HISTORY     - 1986     GOOD             FLDNR
 AF3259  HISTORY     - 20051011 GOOD             FLDEP
 AF3259  HISTORY     - 20080320 GOOD             INDIV
 AF3259  HISTORY     - 20130622 GOOD             FLDEP
 AF3259  HISTORY     - 20200505 GOOD             GEOCAC
 AF3259  HISTORY     - 20250129 GOOD             USPSQD
 AF3259
 AF3259                          STATION DESCRIPTION
 AF3259
 AF3259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3259'AT FT PIERCE.
 AF3259'AT FT. PIERCE, 2 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE
 AF3259'JUNCTION OF U.S. HIGHWAY 1, AT THE JUNCTION OF THE HIGHWAY
 AF3259'(SEAWAY DRIVE AND DESOTA STREET, SET IN THE TOP OF THE NORTHEAST
 AF3259'END OF THE BOTTOM STEP LEADING TO THE NORTHWEST ENTRANCE TO THE
 AF3259'COAST GUARD BARRACKS, ABOUT 100 FEET NORTH OF THE CENTER LINE OF
 AF3259'THE HIGHWAY, 84 1/2 FEET SOUTH OF BENCH MARK G 231 DESCRIBED AND
 AF3259'1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
 AF3259
 AF3259                          STATION RECOVERY (1979)
 AF3259
 AF3259'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3259'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN FORT
 AF3259'PIERCE, PROCEED EAST 2.05 MILES ALONG STATE ROAD A1A TO THE INDIAN
 AF3259'RIVER COMMUNITY COLLEGE MARINE SCIENCES CENTER AND THE MARK. THE MARK
 AF3259'IS SET FLUSH IN THE BOTTOM RIVER FRINT STEP OF THE MARINE SCIENCE
 AF3259'CENTER BUILDING, 84.6 FEET SOUTH SOUTHWEST OF THE SOUTHWEST LEG OF A
 AF3259'FLAG MAST, 60 FEET WEST OF A POWER POLE, AND 12.5 FEET NORTH OF THE
 AF3259'BUILDINGS FRONT DOOR.
 AF3259
 AF3259                          STATION RECOVERY (1986)
 AF3259
 AF3259'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF3259'RECOVERED IN GOOD CONDITION.
 AF3259
 AF3259                          STATION RECOVERY (2005)
 AF3259
 AF3259'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AF3259'RECOVERED AS DESCRIBED.
 AF3259
 AF3259                          STATION RECOVERY (2008)
 AF3259
 AF3259'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (DF)
 AF3259'RECOVERED IN GOOD CONDITION.
 AF3259
 AF3259                          STATION RECOVERY (2013)
 AF3259
 AF3259'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)
 AF3259'RECOVERED IN GOOD CONDITION.
 AF3259'
 AF3259'NOTE-ADDITIONS, SET FLUSH IN THE FIRST STEP OF THE STEPS LOCATED AT
 AF3259'THE REAR (THE WATERWAY SIDE OF THE BUILDING) OF THE INDIAN RIVER
 AF3259'COLLEGE MARINE SCIENCES CENTER BUILDING LOCATED AT 1420 SEAWAY DRIVE,
 AF3259'ABOUT 102.0 FT (31.1 M) NORTH-NORTHWEST OF THE CENTERLINE OF SEAWAY
 AF3259'DRIVE (NOTE THIS IS AN OFFSET MEASUREMENT, THE DISTANCE CAN NOT BE
 AF3259'MEASURED DIRECTLY), 84.4 FT (25.7 M) SOUTH-SOUTHWEST OF U.S. COAST AND
 AF3259'GEODETIC SURVEY BENCH MARK WITH DESIGNATION OF D 231 (STAMPED D 231
 AF3259'1965) WHICH IS SET IN THE CONCRETE BASE FOR THE SOUTHWEST LEG OF A
 AF3259'FOUR LEGGED FLAG - OLD WEATHER STATION SENSOR TOWER, 77.0 FT (23.5 M)
 AF3259'WEST-SOUTHWEST OF THE EXTENDED CENTERLINE OF DESOTA STREET, 23.0 FT
 AF3259'(7.0 M) NORTHWEST OF A 12-INCH (30 CM) DIAMETER OAK TREE, 13.0 FT (4.0
 AF3259'M) NORTH OF THE CENTERLINE OF THE BACK DOOR OF THE BUILDING, 3.0 FT
 AF3259'(0.9 M) EAST-NORTHEAST OF THE CENTERLINE OF THE STEPS FOR THE
 AF3259'BUILDING, 2.4 FT (0.7 M) BELOW THE BACK PORCH OF THE BUILDING AND 0.6
 AF3259'FT (18 CM) ABOVE THE LEVEL OF THE CONCRETE SIDEWALK.
 AF3259
 AF3259                          STATION RECOVERY (2020)
 AF3259
 AF3259'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF3259'RECOVERED IN GOOD CONDITION.
 AF3259
 AF3259                          STATION RECOVERY (2025)
 AF3259
 AF3259'RECOVERY NOTE BY US POWER SQUADRON 2025 (DF)
 AF3259'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3215 ***********************************************************************
 AF3215  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3215  DESIGNATION -  872 2213 TIDAL 2
 AF3215  PID         -  AF3215
 AF3215  STATE/COUNTY-  FL/ST LUCIE
 AF3215  COUNTRY     -  US
 AF3215  USGS QUAD   -  FORT PIERCE (2018)
 AF3215
 AF3215                         *CURRENT SURVEY CONTROL
 AF3215  ______________________________________________________________________
 AF3215* NAD 83(1986) POSITION- 27 28 09.     (N) 080 17 48.     (W)   SCALED
 AF3215* NAVD 88 ORTHO HEIGHT -     0.856 (meters)        2.81  (feet) ADJUSTED
 AF3215  ______________________________________________________________________
 AF3215  GEOID HEIGHT    -        -27.636 (meters)                     GEOID18
 AF3215  DYNAMIC HEIGHT  -          0.854 (meters)        2.80  (feet) COMP
 AF3215  MODELED GRAVITY -    979,149.5   (mgal)                       NAVD 88
 AF3215
 AF3215  VERT ORDER      -  FIRST     CLASS II
 AF3215
 AF3215.The horizontal coordinates were scaled from a map and have
 AF3215.an estimated accuracy of +/- 6 seconds.
 AF3215
 AF3215.The orthometric height was determined by differential leveling and
 AF3215.adjusted by the NATIONAL GEODETIC SURVEY
 AF3215.in June 1991.
 AF3215
 AF3215.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3215.GEOID18 height accuracy estimate available here.
 AF3215
 AF3215.This Tidal Bench Mark is designated as VM 5426
 AF3215.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3215
 AF3215.Click photographs - Photos may exist for this station.
 AF3215
 AF3215.The dynamic height is computed by dividing the NAVD 88
 AF3215.geopotential number by the normal gravity value computed on the
 AF3215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3215.degrees latitude (g = 980.6199 gals.).
 AF3215
 AF3215.The modeled gravity was interpolated from observed gravity values.
 AF3215
 AF3215;                    North         East    Units  Estimated Accuracy
 AF3215;SPC FL E     -   347,590.      269,510.      MT  (+/- 180 meters Scaled)
 AF3215
 AF3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL694385(NAD 83)
 AF3215
 AF3215                          SUPERSEDED SURVEY CONTROL
 AF3215
 AF3215  NGVD 29 (??/??/92)    1.314  (m)            4.31   (f) SUPERSEDED  1 2
 AF3215  NGVD 29 (09/01/92)    1.314  (m)            4.31   (f) ADJUSTED    1 2
 AF3215
 AF3215.Superseded values are not recommended for survey control.
 AF3215
 AF3215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3215.See file dsdata.pdf to determine how the superseded data were derived.
 AF3215
 AF3215_MARKER: DB = BENCH MARK DISK
 AF3215_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF3215_SP_SET: DOCK WING WALL
 AF3215_STAMPING: NO 2 34
 AF3215_MARK LOGO: CGS
 AF3215_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3215
 AF3215  HISTORY     - Date     Condition        Report By
 AF3215  HISTORY     - 1934     MONUMENTED       CGS
 AF3215  HISTORY     - 1965     GOOD             CGS
 AF3215  HISTORY     - 1972     GOOD             NGS
 AF3215  HISTORY     - 1979     GOOD             FLDNR
 AF3215  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AF3215  HISTORY     - 20130622 MARK NOT FOUND   FLDEP
 AF3215  HISTORY     - 20200506 MARK NOT FOUND   GEOCAC
 AF3215
 AF3215                          STATION DESCRIPTION
 AF3215
 AF3215'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AF3215'3.2 MI NE FROM FT PIERCE.
 AF3215'ABOUT 1.0 MILE NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AF3215'THE STATION AT FT. PIERCE, THENCE ABOUT 2.2 MILE EAST ALONG
 AF3215'AVENUE H AND SEAWAY DRIVE, ALONG THE SOUTH SIDE OF FT. PIERCE
 AF3215'INLET, ABOUT 0.15 MILE EAST OF THE COAST GUARD STATION, IN
 AF3215'SECTION 36, R 40 E, T 34 S, ABOUT 95 YARDS NORTH OF THE ROAD,
 AF3215'ABOUT 40 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE WEST
 AF3215'WING OF HOUSE NO. 1640, SET IN THE TOP AT THE SOUTHEAST END
 AF3215'OF A CONCRETE WING WALL AT THE NORTHEAST END OF A OLD ABANDONED
 AF3215'DOCK, ABOUT 3 1/2 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 AF3215'WING WALL AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 AF3215'BINNEY DOCK.
 AF3215
 AF3215                          STATION RECOVERY (1972)
 AF3215
 AF3215'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3215'RECOVERED IN GOOD CONDITION.
 AF3215
 AF3215                          STATION RECOVERY (1979)
 AF3215
 AF3215'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3215'RECOVERED IN GOOD CONDITION.
 AF3215
 AF3215                          STATION RECOVERY (1990)
 AF3215
 AF3215'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAH)
 AF3215'MARK NOT FOUND.
 AF3215
 AF3215                          STATION RECOVERY (2013)
 AF3215
 AF3215'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)
 AF3215'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AF3215'
 AF3215'NOTE-THE AREA HAS BEEN RE-BUILT SINCE 1965, INSUFFICIENT REFERENCE
 AF3215'OBJECTS EXIST TO LOCATE THE MARK, COULD NOT FIND SEAWALL MARK WAS SET
 AF3215'IN.
 AF3215
 AF3215                          STATION RECOVERY (2020)
 AF3215
 AF3215'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF3215'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI3918 ***********************************************************************
 DI3918  TIDAL BM    -  This is a Tidal Bench Mark.
 DI3918  DESIGNATION -  872 2219 A TIDAL
 DI3918  PID         -  DI3918
 DI3918  STATE/COUNTY-  FL/ST LUCIE
 DI3918  COUNTRY     -  US
 DI3918  USGS QUAD   -  FORT PIERCE (2018)
 DI3918
 DI3918                         *CURRENT SURVEY CONTROL
 DI3918  ______________________________________________________________________
 DI3918* NAD 83(1986) POSITION- 27 27 30.     (N) 080 18 59.     (W)   SCALED
 DI3918* NAVD 88 ORTHO HEIGHT -     0.890 (meters)        2.92  (feet) ADJUSTED
 DI3918  ______________________________________________________________________
 DI3918  GEOID HEIGHT    -        -27.578 (meters)                     GEOID18
 DI3918  DYNAMIC HEIGHT  -          0.888 (meters)        2.91  (feet) COMP
 DI3918  MODELED GRAVITY -    979,148.2   (mgal)                       NAVD 88
 DI3918
 DI3918  VERT ORDER      -  FIRST     CLASS II
 DI3918
 DI3918.The horizontal coordinates were scaled from a map and have
 DI3918.an estimated accuracy of +/- 6 seconds.
 DI3918
 DI3918.The orthometric height was determined by differential leveling and
 DI3918.adjusted by the NATIONAL GEODETIC SURVEY
 DI3918.in November 2007.
 DI3918
 DI3918.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3918.GEOID18 height accuracy estimate available here.
 DI3918
 DI3918.This Tidal Bench Mark is designated as VM 16146
 DI3918.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI3918
 DI3918.Click photographs - Photos may exist for this station.
 DI3918
 DI3918.The dynamic height is computed by dividing the NAVD 88
 DI3918.geopotential number by the normal gravity value computed on the
 DI3918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3918.degrees latitude (g = 980.6199 gals.).
 DI3918
 DI3918.The modeled gravity was interpolated from observed gravity values.
 DI3918
 DI3918;                    North         East    Units  Estimated Accuracy
 DI3918;SPC FL E     -   346,370.      267,570.      MT  (+/- 180 meters Scaled)
 DI3918
 DI3918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL675373(NAD 83)
 DI3918
 DI3918                          SUPERSEDED SURVEY CONTROL
 DI3918
 DI3918.No superseded survey control is available for this station.
 DI3918
 DI3918_STAMPING: 2219 A 1998
 DI3918_MARK LOGO: NGS
 DI3918_PROJECTION: RECESSED 3 CENTIMETERS
 DI3918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3918+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 DI3918_ROD/PIPE-DEPTH: 16.5 meters
 DI3918
 DI3918  HISTORY     - Date     Condition        Report By
 DI3918  HISTORY     - 1998     MONUMENTED       FLDEP
 DI3918  HISTORY     - 20051011 GOOD             FLDEP
 DI3918  HISTORY     - 20130622 MARK NOT FOUND   FLDEP
 DI3918  HISTORY     - 20200505 MARK NOT FOUND   GEOCAC
 DI3918
 DI3918                          STATION DESCRIPTION
 DI3918
 DI3918'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI3918'THE MARK IS ABOUT 1.0 MI EAST OF FORT PIERCE, IN ESTIMATED SECTION 3,
 DI3918'TOWNSHIP 35 SOUTH,  RANGE 40 EAST.
 DI3918'
 DI3918'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD
 DI3918'A1A SOUTH IN FORT  PIERCE, GO EAST ON STATE ROAD A1A SOUTH FOR 0.9 MI
 DI3918'TO THE JUNCTION OF A PAVED ROAD ON  THE LEFT PARALLELING STATE ROAD
 DI3918'A1A SOUTH, TURN LEFT ON THE PAVED ROAD AND GO NORTH  THEN WEST FOR
 DI3918'0.25 MI TO THE DEAD END AND THE MARK ON THE LEFT, A STAINLESS STEEL
 DI3918'ROD  DRIVEN TO REFUSAL AT A DEPTH OF 54.0 FT WITH A NGS LOGO CAP FLUSH
 DI3918'WITH THE GROUND, THE  DATUM POINT IS RECESSED 0.2 FT BELOW THE LEVEL
 DI3918'OF THE NGS LOGO CAP.
 DI3918'
 DI3918'LOCATED 229.0 FT SOUTHEAST OF A FLDEP SURVEY MARK 2219 B 1998, 98.5 FT
 DI3918'SOUTHEAST OF THE  APPROXIMATE CENTERLINE OF THE STATE ROAD A1A SOUTH
 DI3918'OVERPASS, 95.0 FT NORTHEAST OF THE  EAST SIDE OF THE INLET, 68.8 FT
 DI3918'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE FISHING  PIER, 7.0 FT
 DI3918'SOUTHEAST OF THE NORTHWEST CORNER OF A 10.0 FT TALL CHAINLINK FENCE,
 DI3918'1.0 FT  SOUTHWEST OF THE 10.0 FT TALL CHAINLINK FENCE AND 0.9 FT
 DI3918'SOUTHWEST OF A CARSONITE  WITNESS POST.
 DI3918'
 DI3918'NOTE A MAGNET WAS PLACE INSIDE THE NGS LOGO CAP.
 DI3918'
 DI3918'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DI3918
 DI3918                          STATION RECOVERY (2013)
 DI3918
 DI3918'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)
 DI3918'NOT RECOVERED.  A NEW FENCED-IN AREA FOR A POWER TRANSFER STATION HAS
 DI3918'BEEN CONSTRUCTED AT THE LOCATION OF THE MARK AS DETERMINED BY THE
 DI3918'REFERENCE DISTANCES IN THE ORIGINAL DESCRIPTION.
 DI3918'
 DI3918'THE ORIGINAL DESCRIPTION HAD REFERENCE DISTANCES TO A 10 FT (3.0 M)
 DI3918'TALL CHAIN LINK FENCE, THE FENCE WAS FOR A POWER TRANSFER STATION.
 DI3918'THE FENCE AROUND THE TRANSFER STATION HAS BEEN EXPANDED TO THE WEST,
 DI3918'THE GROUNDS IN THE FENCE-IN AREA HAS BEEN COMPLETELY REGRADED AND
 DI3918'COVERED WITH A LAYER OF ROCK.  THE MARK MAY STILL BE INTACT, BUT THE
 DI3918'MEASUREMENTS FROM THE SIDE OF THE INLET AND FROM THE FISHING PIER
 DI3918'WOULD PLACE THE MARK WITHIN THE NEW LOCKED FENCE-IN AREA OF THE POWER
 DI3918'TRANSFER STATION AND UNDER A LAYER OF ROCK.
 DI3918
 DI3918                          STATION RECOVERY (2020)
 DI3918
 DI3918'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DI3918'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI3919 ***********************************************************************
 DI3919  TIDAL BM    -  This is a Tidal Bench Mark.
 DI3919  DESIGNATION -  872 2219 B TIDAL
 DI3919  PID         -  DI3919
 DI3919  STATE/COUNTY-  FL/ST LUCIE
 DI3919  COUNTRY     -  US
 DI3919  USGS QUAD   -  FORT PIERCE (2018)
 DI3919
 DI3919                         *CURRENT SURVEY CONTROL
 DI3919  ______________________________________________________________________
 DI3919* NAD 83(1986) POSITION- 27 27 32.7    (N) 080 19 01.5    (W)   HD_HELD2
 DI3919* NAVD 88 ORTHO HEIGHT -     0.598 (meters)        1.96  (feet) ADJUSTED
 DI3919  ______________________________________________________________________
 DI3919  GEOID HEIGHT    -        -27.578 (meters)                     GEOID18
 DI3919  DYNAMIC HEIGHT  -          0.597 (meters)        1.96  (feet) COMP
 DI3919  MODELED GRAVITY -    979,148.2   (mgal)                       NAVD 88
 DI3919
 DI3919  VERT ORDER      -  FIRST     CLASS II
 DI3919
 DI3919.The horizontal coordinates were established by autonomous hand held GPS
 DI3919.observations and have an estimated accuracy of +/- 10 meters.
 DI3919
 DI3919.The orthometric height was determined by differential leveling and
 DI3919.adjusted by the NATIONAL GEODETIC SURVEY
 DI3919.in January 2014.
 DI3919
 DI3919.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3919.GEOID18 height accuracy estimate available here.
 DI3919
 DI3919.This Tidal Bench Mark is designated as VM 16147
 DI3919.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI3919
 DI3919.Click photographs - Photos may exist for this station.
 DI3919
 DI3919.The dynamic height is computed by dividing the NAVD 88
 DI3919.geopotential number by the normal gravity value computed on the
 DI3919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3919.degrees latitude (g = 980.6199 gals.).
 DI3919
 DI3919.The modeled gravity was interpolated from observed gravity values.
 DI3919
 DI3919;                    North         East    Units  Estimated Accuracy
 DI3919;SPC FL E     -   346,456.      267,502.      MT  (+/- 10 meters HH2 GPS)
 DI3919
 DI3919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6747937470(NAD 83)
 DI3919
 DI3919                          SUPERSEDED SURVEY CONTROL
 DI3919
 DI3919  NAVD 88 (11/07/07)    0.601  (m)            1.97   (f) SUPERSEDED  1 2
 DI3919
 DI3919.Superseded values are not recommended for survey control.
 DI3919
 DI3919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI3919.See file dsdata.pdf to determine how the superseded data were derived.
 DI3919
 DI3919_MARKER: DD = SURVEY DISK
 DI3919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3919_STAMPING: 2219 B 1998
 DI3919_MARK LOGO: FLDEP
 DI3919_PROJECTION: RECESSED 8 CENTIMETERS
 DI3919_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3919+STABILITY: SURFACE MOTION
 DI3919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI3919+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2020
 DI3919
 DI3919  HISTORY     - Date     Condition        Report By
 DI3919  HISTORY     - 1998     MONUMENTED       FLDEP
 DI3919  HISTORY     - 20051011 GOOD             FLDEP
 DI3919  HISTORY     - 20130622 GOOD             FLDEP
 DI3919  HISTORY     - 20140408 GOOD             INDIV
 DI3919  HISTORY     - 20200505 GOOD             GEOCAC
 DI3919
 DI3919                          STATION DESCRIPTION
 DI3919
 DI3919'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI3919'THE MARK IS ABOUT 1.0 MI EAST OF FORT PIERCE, IN ESTIMATED SECTION 3,
 DI3919'TOWNSHIP 35  SOUTH, RANGE 40 EAST.
 DI3919'
 DI3919'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD
 DI3919'A1A SOUTH IN  FORT PIERCE, GO EAST ON STATE ROAD A1A SOUTH FOR 0.9 MI
 DI3919'TO THE JUNCTION OF A PAVED ROAD  ON THE LEFT PARALLELING STATE ROAD
 DI3919'A1A SOUTH, TURN LEFT ON THE PAVED ROAD AND GO  NORTH THEN WEST FOR
 DI3919'0.25 MI TO THE DEAD END AND THE MARK ON THE RIGHT, SET IN THE TOP OF
 DI3919'A ROUND CONCRETE MONUMENT RECESSED 0.1 FT BELOW THE LEVEL OF THE
 DI3919'GROUND.
 DI3919'
 DI3919'LOCATED 229.0 FT NORTHWEST OF A NGS ROD MARK 2219 A 1998, 129.0 FT
 DI3919'SOUTHEAST OF THE  APPROXIMATE CENTERLINE OF THE STATE ROAD A1A SOUTH
 DI3919'OVERPASS, ABOUT 41.0 FT NORTHEAST  OF THE EAST SIDE OF THE INDIAN
 DI3919'RIVER INLET, 24.7 FT SOUTHEAST OF THE APPROXIMATE CENTER OF  A WOODEN
 DI3919'DOCK, 9.3 FT SOUTHEAST OF A PIPE (STANDPIPE, 32-INCH TALL) AND 1.7 FT
 DI3919'NORTHWEST  OF A 6-INCH SQUARE WOODEN POST (43-INCH TALL).
 DI3919'
 DI3919'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE WEST SIDE OF THE
 DI3919'MONUMENT.
 DI3919
 DI3919                          STATION RECOVERY (2013)
 DI3919
 DI3919'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)
 DI3919'RECOVERED IN GOOD CONDITION.
 DI3919'
 DI3919'NOTE-ADDITIONS, 19.1 FT (5.8 M) SOUTH OF THE SOUTH EDGE OF A SIDEWALK
 DI3919'AND 13.5 FT (4.1 M) NORTH-NORTHEAST OF THE WEST END OF A WOODEN POST
 DI3919'FOR A TWO RAIL WOODEN FENCE.
 DI3919
 DI3919                          STATION RECOVERY (2014)
 DI3919
 DI3919'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (PED)
 DI3919'RECOVERED IN GOOD CONDITION.
 DI3919
 DI3919                          STATION RECOVERY (2020)
 DI3919
 DI3919'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DI3919'THE MARK IS 129.0 FT (39.3 M) NORTHWEST OF THE CENTERLINE OF THE STATE
 DI3919'ROAD A1A SOUTH OVERPASS AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS
 DI3919'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI3920 ***********************************************************************
 DI3920  TIDAL BM    -  This is a Tidal Bench Mark.
 DI3920  DESIGNATION -  872 2219 D TIDAL
 DI3920  PID         -  DI3920
 DI3920  STATE/COUNTY-  FL/ST LUCIE
 DI3920  COUNTRY     -  US
 DI3920  USGS QUAD   -  FORT PIERCE (2018)
 DI3920
 DI3920                         *CURRENT SURVEY CONTROL
 DI3920  ______________________________________________________________________
 DI3920* NAD 83(1986) POSITION- 27 27 38.5    (N) 080 18 57.1    (W)   HD_HELD2
 DI3920* NAVD 88 ORTHO HEIGHT -     2.330 (meters)        7.64  (feet) ADJUSTED
 DI3920  ______________________________________________________________________
 DI3920  GEOID HEIGHT    -        -27.582 (meters)                     GEOID18
 DI3920  DYNAMIC HEIGHT  -          2.326 (meters)        7.63  (feet) COMP
 DI3920  MODELED GRAVITY -    979,148.4   (mgal)                       NAVD 88
 DI3920
 DI3920  VERT ORDER      -  FIRST     CLASS II
 DI3920
 DI3920.The horizontal coordinates were established by autonomous hand held GPS
 DI3920.observations and have an estimated accuracy of +/- 10 meters.
 DI3920
 DI3920.The orthometric height was determined by differential leveling and
 DI3920.adjusted by the NATIONAL GEODETIC SURVEY
 DI3920.in November 2007.
 DI3920
 DI3920.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3920.GEOID18 height accuracy estimate available here.
 DI3920
 DI3920.This Tidal Bench Mark is designated as VM 16149
 DI3920.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI3920
 DI3920.Click photographs - Photos may exist for this station.
 DI3920
 DI3920.The dynamic height is computed by dividing the NAVD 88
 DI3920.geopotential number by the normal gravity value computed on the
 DI3920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3920.degrees latitude (g = 980.6199 gals.).
 DI3920
 DI3920.The modeled gravity was interpolated from observed gravity values.
 DI3920
 DI3920;                    North         East    Units  Estimated Accuracy
 DI3920;SPC FL E     -   346,635.      267,622.      MT  (+/- 10 meters HH2 GPS)
 DI3920
 DI3920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6759937649(NAD 83)
 DI3920
 DI3920                          SUPERSEDED SURVEY CONTROL
 DI3920
 DI3920.No superseded survey control is available for this station.
 DI3920
 DI3920_MARKER: DD = SURVEY DISK
 DI3920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DI3920_STAMPING: 2219 D 1998
 DI3920_MARK LOGO: FLDEP
 DI3920_PROJECTION: FLUSH
 DI3920_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI3920+STABILITY: SURFACE MOTION
 DI3920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3920+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2020
 DI3920
 DI3920  HISTORY     - Date     Condition        Report By
 DI3920  HISTORY     - 1998     MONUMENTED       FLDEP
 DI3920  HISTORY     - 20051011 GOOD             FLDEP
 DI3920  HISTORY     - 20130622 GOOD             FLDEP
 DI3920  HISTORY     - 20200505 GOOD             GEOCAC
 DI3920
 DI3920                          STATION DESCRIPTION
 DI3920
 DI3920'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI3920'THE MARK IS ABOUT 1.0 MI EAST OF FORT PIERCE, IN ESTIMATED SECTION 2,
 DI3920'TOWNSHIP 35 SOUTH,  RANGE 40 EAST.
 DI3920'
 DI3920'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD
 DI3920'A1A SOUTH IN  FORT PIERCE, GO EAST ON STATE ROAD A1A SOUTH FOR 0.9 MI
 DI3920'TO THE JUNCTION OF A PAVED ROAD  ON THE LEFT PARALLELING STATE ROAD
 DI3920'A1A SOUTH, TURN LEFT ON THE PAVED ROAD AND GO  NORTH THEN WEST FOR 0.1
 DI3920'MI TO THE ENTRANCE TO ST LUCIE COUNTY HISTORICAL AND PARKING  LOT,
 DI3920'TURN RIGHT ON THE ENTRANCE ROAD AND GO NORTH FOR 0.1 MI TO THE END OF
 DI3920'PARKING LOT  AND THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND
 DI3920'CONCRETE MONUMENT FLUSH WITH THE  LEVEL OF THE GROUND.
 DI3920'
 DI3920'LOCATED 600.0 FT SOUTHWEST OF A NGS ROD MARK E 1998, 91.0 FT NORTHEAST
 DI3920'OF THE NORTHEAST  CORNER OF THE PARKING LOT, 7.2 FT SOUTHEAST OF A
 DI3920'12-INCH PALM TREE, 5.5 FT NORTHWEST OF A  12-INCH OAK TREE, 1.6 FT
 DI3920'SOUTHEAST OF A CARSONITE WITNESS POST AND POWER POLE NUMBER  02410030
 DI3920'WITH ONE TRANSFORMER, ONE LIGHT AND ONE GUY WIRE AND 1.5 FT NORTH OF
 DI3920'THE  NORTHEAST CORNER OF A WOODEN GUARDRAIL.
 DI3920'
 DI3920'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE WEST SIDE OF THE
 DI3920'MONUMENT.
 DI3920
 DI3920                          STATION RECOVERY (2013)
 DI3920
 DI3920'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)
 DI3920'RECOVERED IN GOOD CONDITION.
 DI3920'
 DI3920'NOTE-ADDITIONS, LOCATED ABOUT 600.0 FT (182.9 M) SOUTHWEST OF A SURVEY
 DI3920'MARK 2219 EAST 1998, 82.7 FT (25.2 M) SOUTH-SOUTHEAST OF THE SOUTH
 DI3920'SIDE OF A SIDEWALK THAT RUNS ALONG THE SIDE OF THE INLET WATERWAY,
 DI3920'39.6 FT (12.1 M) NORTH-NORTHWEST OF THE CENTERLINE OF A VEHICLE GATE
 DI3920'ON THE EAST SIDE OF A TWO RAIL WOODEN FENCE THAT SEPARATES A PICNIC
 DI3920'AREA FROM A PARKING LOT AREA, 17.7 FT (5.4 M) WEST-NORTHWEST OF THE
 DI3920'SOUTHWEST CORNER OF A COVERED CONCRETE PAD FOR A PICNIC TABLE, 16.6 FT
 DI3920'(5.1 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE SAME COVERED CONCRETE
 DI3920'PAD FOR A PICNIC TABLE, 7.2 FT (2.2 M) SOUTHEAST OF A 12-INCH (30 CM)
 DI3920'DIAMETER PALM TREE, 5.5 FT (1.7 M) NORTHWEST OF A 12-INCH (30 CM)
 DI3920'DIAMETER OAK TREE, 1.8 FT (0.5 M) SOUTH-SOUTHEAST OF A WOODEN LIGHT
 DI3920'POLE WITH AN ELECTRIC METER ATTACHED (NOTE POLE HAS NO TRANSFORMER OR
 DI3920'GUY WIRE), 1.6 FT (0.5 M) SOUTH-SOUTHWEST OF THE CORNER FENCE POST FOR
 DI3920'A TWO RAIL WOODEN FENCE AND 1.2 FT (0.4 M) SOUTH-SOUTHEAST OF A
 DI3920'CARSONITE WITNESS POST.
 DI3920
 DI3920                          STATION RECOVERY (2020)
 DI3920
 DI3920'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DI3920'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI3921 ***********************************************************************
 DI3921  TIDAL BM    -  This is a Tidal Bench Mark.
 DI3921  DESIGNATION -  872 2219 E TIDAL
 DI3921  PID         -  DI3921
 DI3921  STATE/COUNTY-  FL/ST LUCIE
 DI3921  COUNTRY     -  US
 DI3921  USGS QUAD   -  FORT PIERCE (2018)
 DI3921
 DI3921                         *CURRENT SURVEY CONTROL
 DI3921  ______________________________________________________________________
 DI3921* NAD 83(1986) POSITION- 27 27 39.98   (N) 080 18 51.53   (W)   HD_HELD1
 DI3921* NAVD 88 ORTHO HEIGHT -     0.946 (meters)        3.10  (feet) ADJUSTED
 DI3921  ______________________________________________________________________
 DI3921  GEOID HEIGHT    -        -27.586 (meters)                     GEOID18
 DI3921  DYNAMIC HEIGHT  -          0.944 (meters)        3.10  (feet) COMP
 DI3921  MODELED GRAVITY -    979,148.5   (mgal)                       NAVD 88
 DI3921
 DI3921  VERT ORDER      -  FIRST     CLASS II
 DI3921
 DI3921.The horizontal coordinates were determined by differentially corrected
 DI3921.hand held GPS observations or other comparable positioning techniques
 DI3921.and have an estimated accuracy of +/- 3 meters.
 DI3921
 DI3921.The orthometric height was determined by differential leveling and
 DI3921.adjusted by the NATIONAL GEODETIC SURVEY
 DI3921.in November 2007.
 DI3921
 DI3921.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI3921.GEOID18 height accuracy estimate available here.
 DI3921
 DI3921.This Tidal Bench Mark is designated as VM 16150
 DI3921.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI3921
 DI3921.This Tidal Bench Mark is designated as VM 24558
 DI3921.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI3921
 DI3921.Click photographs - Photos may exist for this station.
 DI3921
 DI3921.The dynamic height is computed by dividing the NAVD 88
 DI3921.geopotential number by the normal gravity value computed on the
 DI3921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI3921.degrees latitude (g = 980.6199 gals.).
 DI3921
 DI3921.The modeled gravity was interpolated from observed gravity values.
 DI3921
 DI3921;                    North         East    Units  Estimated Accuracy
 DI3921;SPC FL E     -   346,681.9     267,774.9     MT  (+/- 3 meters HH1 GPS) 
 DI3921
 DI3921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6775137695(NAD 83)
 DI3921
 DI3921                          SUPERSEDED SURVEY CONTROL
 DI3921
 DI3921.No superseded survey control is available for this station.
 DI3921
 DI3921_MARKER: F = FLANGE-ENCASED ROD
 DI3921_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DI3921_STAMPING: 2219 E 1998
 DI3921_MARK LOGO: NGS
 DI3921_PROJECTION: RECESSED 10 CENTIMETERS
 DI3921_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DI3921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DI3921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI3921+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2020
 DI3921_ROD/PIPE-DEPTH: 17.5 meters
 DI3921
 DI3921  HISTORY     - Date     Condition        Report By
 DI3921  HISTORY     - 1998     MONUMENTED       FLDEP
 DI3921  HISTORY     - 20051011 GOOD             FLDEP
 DI3921  HISTORY     - 20130622 GOOD             FLDEP
 DI3921  HISTORY     - 20200505 GOOD             GEOCAC
 DI3921
 DI3921                          STATION DESCRIPTION
 DI3921
 DI3921'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI3921'THE MARK IS ABOUT 1.0 MI EAST OF FORT PIERCE, IN ESTIMATED SECTION 2,
 DI3921'TOWNSHIP 35 SOUTH,  RANGE 40 EAST.
 DI3921'
 DI3921'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD
 DI3921'A1A SOUTH IN  FORT PIERCE, GO EAST ON STATE ROAD A1A SOUTH FOR 0.9 MI
 DI3921'TO THE JUNCTION OF A PAVED ROAD  ON THE LEFT, TURN LEFT ON THE PAVED
 DI3921'ROAD AND GO NORTH FOR 0.1 MI TO THE DEAD END AT A  BOAT RAMP AND THE
 DI3921'MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DI3921'OF 57.5 FT WITH A NGS LOGO CAP FLUSH WITH THE GROUND, THE DATUM POINT
 DI3921'IS RECESSED 0.2 FT  BELOW THE LEVEL OF THE NGS LOGO CAP.
 DI3921'
 DI3921'LOCATED ABOUT 600.0 FT NORTHEAST OF A FLDEP SURVEY MARK 2219 D 1998,
 DI3921'94.0 FT WEST OF THE  APPROXIMATE CENTERLINE OF THE BOAT RAMP, 19.0 FT
 DI3921'WEST OF THE NORTHEAST CORNER OF THE  SIDEWALK AND 2.5 FT NORTH OF THE
 DI3921'NORTH SIDE OF THE SIDEWALK.
 DI3921'
 DI3921'NOTE A MAGNET WAS PLACE INSIDE OF THE NGS LOGO CAP.
 DI3921'
 DI3921'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DI3921
 DI3921                          STATION RECOVERY (2013)
 DI3921
 DI3921'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)
 DI3921'RECOVERED IN GOOD CONDITION.
 DI3921'
 DI3921'NOTE-ADDITIONS, LOCATED ABOUT 600.0 FT (182.9 M) NORTHEAST OF SURVEY
 DI3921'MARK 2219 D 1998, 3.1 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST AND
 DI3921'THE NATIONAL GEODETIC SURVEY LOGO CAP IS RECESSED 0.4 FT (12 CM) BELOW
 DI3921'THE LEVEL OF THE GROUND.
 DI3921
 DI3921                          STATION RECOVERY (2020)
 DI3921
 DI3921'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DI3921'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI4024 ***********************************************************************
 DI4024  TIDAL BM    -  This is a Tidal Bench Mark.
 DI4024  DESIGNATION -  872 2219 F TIDAL
 DI4024  PID         -  DI4024
 DI4024  STATE/COUNTY-  FL/ST LUCIE
 DI4024  COUNTRY     -  US
 DI4024  USGS QUAD   -  FORT PIERCE (2018)
 DI4024
 DI4024                         *CURRENT SURVEY CONTROL
 DI4024  ______________________________________________________________________
 DI4024* NAD 83(1986) POSITION- 27 27 29.4    (N) 080 19 04.4    (W)   HD_HELD2
 DI4024* NAVD 88 ORTHO HEIGHT -     2.604 (meters)        8.54  (feet) ADJUSTED
 DI4024  ______________________________________________________________________
 DI4024  GEOID HEIGHT    -        -27.575 (meters)                     GEOID18
 DI4024  DYNAMIC HEIGHT  -          2.600 (meters)        8.53  (feet) COMP
 DI4024  MODELED GRAVITY -    979,148.1   (mgal)                       NAVD 88
 DI4024
 DI4024  VERT ORDER      -  FIRST     CLASS II
 DI4024
 DI4024.The horizontal coordinates were established by autonomous hand held GPS
 DI4024.observations and have an estimated accuracy of +/- 10 meters.
 DI4024
 DI4024.The orthometric height was determined by differential leveling and
 DI4024.adjusted by the NATIONAL GEODETIC SURVEY
 DI4024.in January 2014.
 DI4024
 DI4024.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI4024.GEOID18 height accuracy estimate available here.
 DI4024
 DI4024.This Tidal Bench Mark is designated as VM 16145
 DI4024.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI4024
 DI4024.Click photographs - Photos may exist for this station.
 DI4024
 DI4024.The dynamic height is computed by dividing the NAVD 88
 DI4024.geopotential number by the normal gravity value computed on the
 DI4024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI4024.degrees latitude (g = 980.6199 gals.).
 DI4024
 DI4024.The modeled gravity was interpolated from observed gravity values.
 DI4024
 DI4024;                    North         East    Units  Estimated Accuracy
 DI4024;SPC FL E     -   346,354.      267,423.      MT  (+/- 10 meters HH2 GPS)
 DI4024
 DI4024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6740037368(NAD 83)
 DI4024
 DI4024                          SUPERSEDED SURVEY CONTROL
 DI4024
 DI4024  NAVD 88 (11/07/07)    2.597  (m)            8.52   (f) SUPERSEDED  1 2
 DI4024
 DI4024.Superseded values are not recommended for survey control.
 DI4024
 DI4024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DI4024.See file dsdata.pdf to determine how the superseded data were derived.
 DI4024
 DI4024_STAMPING: 2219 F 1998
 DI4024_MARK LOGO: NOS
 DI4024_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI4024+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2014
 DI4024
 DI4024  HISTORY     - Date     Condition        Report By
 DI4024  HISTORY     - 1998     MONUMENTED       FLDEP
 DI4024  HISTORY     - 20051011 GOOD             FLDEP
 DI4024  HISTORY     - 20130622 GOOD             FLDEP
 DI4024  HISTORY     - 20140408 GOOD             INDIV
 DI4024  HISTORY     - 20200505 MARK NOT FOUND   GEOCAC
 DI4024
 DI4024                          STATION DESCRIPTION
 DI4024
 DI4024'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JLM)
 DI4024'THE MARK IS ABOUT 1.0 MI EAST OF FORT PIERCE, IN ESTIMATED SECTION 3,
 DI4024'TOWNSHIP 35 SOUTH,  RANGE 40 EAST.
 DI4024'
 DI4024'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND STATE ROAD
 DI4024'A1A SOUTH IN FORT  PIERCE, GO EAST ON STATE ROAD A1A SOUTH FOR 0.9 MI
 DI4024'TO THE JUNCTION OF A PAVED ROAD ON  THE LEFT PARALLELING STATE ROAD
 DI4024'A1A SOUTH, TURN LEFT ON THE PAVED ROAD AND GO NORTH  THEN WEST FOR
 DI4024'0.25 MI TO THE DEAD END AND THE END OF TRUCK TRAVEL, NOW BY WALKING
 DI4024'WEST-SOUTHWEST ON THE FISHING PIER FOR ABOUT 430.0 FT TO THE MARK, SET
 DI4024'IN THE CONCRETE  FISHING PIER WALKWAY NEAR THE NORTHWEST CORNER.
 DI4024'
 DI4024'LOCATED 1.5 FT EAST OF THE NORTHWEST CORNER OF THE FISHING PIER.
 DI4024
 DI4024                          STATION RECOVERY (2013)
 DI4024
 DI4024'RECOVERY NOTE BY FL DEPT OF ENV PRO 2013 (RWH)
 DI4024'RECOVERED AS DESCRIBED.
 DI4024
 DI4024                          STATION RECOVERY (2014)
 DI4024
 DI4024'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (PED)
 DI4024'RECOVERED IN GOOD CONDITION.
 DI4024
 DI4024                          STATION RECOVERY (2020)
 DI4024
 DI4024'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DI4024'THE FISHING PIER WALKWAY HAS BEEN REDONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9399 ***********************************************************************
 DO9399  DESIGNATION -  872 2219 G
 DO9399  PID         -  DO9399
 DO9399  STATE/COUNTY-  FL/ST LUCIE
 DO9399  COUNTRY     -  US
 DO9399  USGS QUAD   -  FORT PIERCE (2018)
 DO9399
 DO9399                         *CURRENT SURVEY CONTROL
 DO9399  ______________________________________________________________________
 DO9399* NAD 83(1986) POSITION- 27 27 38.2    (N) 080 18 42.8    (W)   HD_HELD2
 DO9399* NAVD 88 ORTHO HEIGHT -     1.250 (meters)        4.10  (feet) ADJUSTED
 DO9399  ______________________________________________________________________
 DO9399  GEOID HEIGHT    -        -27.591 (meters)                     GEOID18
 DO9399  DYNAMIC HEIGHT  -          1.248 (meters)        4.09  (feet) COMP
 DO9399  MODELED GRAVITY -    979,148.5   (mgal)                       NAVD 88
 DO9399
 DO9399  VERT ORDER      -  FIRST     CLASS II
 DO9399
 DO9399.The horizontal coordinates were established by autonomous hand held GPS
 DO9399.observations and have an estimated accuracy of +/- 10 meters.
 DO9399
 DO9399.The orthometric height was determined by differential leveling and
 DO9399.adjusted by the NATIONAL GEODETIC SURVEY
 DO9399.in January 2014.
 DO9399
 DO9399.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9399.GEOID18 height accuracy estimate available here.
 DO9399
 DO9399.Click photographs - Photos may exist for this station.
 DO9399
 DO9399.The dynamic height is computed by dividing the NAVD 88
 DO9399.geopotential number by the normal gravity value computed on the
 DO9399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9399.degrees latitude (g = 980.6199 gals.).
 DO9399
 DO9399.The modeled gravity was interpolated from observed gravity values.
 DO9399
 DO9399;                    North         East    Units  Estimated Accuracy
 DO9399;SPC FL E     -   346,628.      268,015.      MT  (+/- 10 meters HH2 GPS)
 DO9399
 DO9399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6799137642(NAD 83)
 DO9399
 DO9399                          SUPERSEDED SURVEY CONTROL
 DO9399
 DO9399.No superseded survey control is available for this station.
 DO9399
 DO9399_MARKER: F = FLANGE-ENCASED ROD
 DO9399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO9399_STAMPING: 2219 G 2013
 DO9399_MARK LOGO: NGS
 DO9399_PROJECTION: RECESSED 3 CENTIMETERS
 DO9399_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9399+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2020
 DO9399_ROD/PIPE-DEPTH: 18.3 meters
 DO9399
 DO9399  HISTORY     - Date     Condition        Report By
 DO9399  HISTORY     - 20130801 MONUMENTED       FLDEP
 DO9399  HISTORY     - 20200505 GOOD             GEOCAC
 DO9399
 DO9399                          STATION DESCRIPTION
 DO9399
 DO9399'DESCRIBED BY FL DEPT OF ENV PRO 2013 (RWH)
 DO9399'THE MARK IS ABOUT 8.6 MI (13.8 KM) NORTH-NORTHWEST OF ANKONA, 4.8 MI
 DO9399'(7.7 KM) SOUTH-SOUTHEAST OF INDRIO, 1.3 MI (2.1 KM) NORTHEAST OF FORT
 DO9399'PIERCE, IN SECTION 2, TOWNSHIP 35 SOUTH, RANGE 40 EAST.  ACCESS TO
 DO9399'HARBOR ISLE - HUTCHINSON ISLAND CAN BE HAD BY CALLING 772-461-9060 AND
 DO9399'TO THE SMITHSONIAN MARINE STATION DOCK AT FORT PIERCE CAN BE HAD BY
 DO9399'CALLING 772-462-0986.
 DO9399'
 DO9399'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND SOUTH STATE
 DO9399'HIGHWAY A1A (SEAWAY DRIVE) IN FORT PIERCE, GO EAST ON STATE HIGHWAY
 DO9399'A1A FOR 0.7 MI (1.1 KM) TO THE EAST END OF THE BRIDGE OVER THE INDIAN
 DO9399'RIVER AND HUTCHINSON ISLAND.  CONTINUE NORTHEAST ON STATE ROAD A1A FOR
 DO9399'0.25 MI (0.4 KM) TO THE ENTRANCE OF THE SMITHSONIAN MARINE STATION AT
 DO9399'FORT PIERCE LOCATED AT 701 SEAWAY DRIVE ON THE RIGHT.  TURN RIGHT ON
 DO9399'THE DRIVE AND GO SOUTH THROUGH THE GATE FOR ABOUT 50.0 FT (15.2 M) TO
 DO9399'THE FENCE LINE THAT RUNS ALONG THE NORTHWEST SIDE OF THE SMITHSONIAN
 DO9399'MARINE STATION PROPERTY, NOW BY WALKING.  TURN RIGHT AND GO ABOUT
 DO9399'200.0 FT (61.0 M) ALONG THE FENCE LINE TO A 135 DEGREE JUG IN THE
 DO9399'FENCE.  CONTINUE TO WALK SOUTHWEST ALONG THE FENCE AND THEN INTO A
 DO9399'GRASSY AREA FOR ABOUT 60.0 FT (18.3 M) TO THE MARK, A STAINLESS STEEL
 DO9399'ROD DRIVEN TO REFUSAL AT A DEPTH OF 60.0 FT (18.3 M) WITH AN NATIONAL
 DO9399'GEODETIC SURVEY LOGO CAP RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE
 DO9399'GROUND, THE DATUM POINT IS RECESSED 0.45 FT (14 CM) BELOW THE LEVEL OF
 DO9399'THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DO9399'
 DO9399'LOCATED ABOUT 245.0 FT (74.7 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 DO9399'THE DRIVEWAY, 116.5 FT (35.5 M) SOUTH-SOUTHEAST OF THE CENTER OF THE
 DO9399'EASTBOUND LANE OF STATE HIGHWAY A1A (SEAWAY DRIVE), 115.0 FT (35.1 M)
 DO9399'EAST-SOUTHEAST OF THE NORTHWEST CORNER FENCE FOR THE SMITHSONIAN
 DO9399'PROPERTY, 48.6 FT (14.8 M) WEST-SOUTHWEST OF A SMITHSONIAN SIGN NEXT
 DO9399'TO STATE HIGHWAY A1A, 34.6 FT (10.5 M) WEST-SOUTHWEST OF THE FENCE ON
 DO9399'THE NORTH BOUNDARY OF THE SMITHSONIAN PROPERTY, ABOUT 29.0 FT (8.8 M)
 DO9399'WEST-SOUTHWEST OF THE WEST GRASS EDGE OF A HOLDING POND, ABOUT 24.0 FT
 DO9399'(7.3 M) EAST-NORTHEAST OF THE EAST GRASS EDGE OF A HOLDING POND, ABOUT
 DO9399'18.0 FT (5.5 M) NORTH-NORTHWEST OF THE NORTH GRASS EDGE OF A HOLDING
 DO9399'POND, 9.0 FT (2.7 M) NORTH-NORTHWEST OF THE CENTER OF A TRIANGULAR
 DO9399'SHAPE SELF SUPPORTING TELESCOPING TOWER THAT SUPPORTS WEATHER SENSORS
 DO9399'AND 0.9 FT (27 CM) NORTHEAST OF A CARSONITE WITNESS POST.
 DO9399'
 DO9399'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DO9399'CAP.
 DO9399'
 DO9399'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DO9399'NATIONAL GEODETIC SURVEY LOGO CAP.
 DO9399
 DO9399                          STATION RECOVERY (2020)
 DO9399
 DO9399'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DO9399'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO9398 ***********************************************************************
 DO9398  DESIGNATION -  872 2219 H
 DO9398  PID         -  DO9398
 DO9398  STATE/COUNTY-  FL/ST LUCIE
 DO9398  COUNTRY     -  US
 DO9398  USGS QUAD   -  FORT PIERCE (2018)
 DO9398
 DO9398                         *CURRENT SURVEY CONTROL
 DO9398  ______________________________________________________________________
 DO9398* NAD 83(1986) POSITION- 27 27 34.51   (N) 080 18 37.41   (W)   HD_HELD1
 DO9398* NAVD 88 ORTHO HEIGHT -     1.756 (meters)        5.76  (feet) ADJUSTED
 DO9398  ______________________________________________________________________
 DO9398  GEOID HEIGHT    -        -27.593 (meters)                     GEOID18
 DO9398  DYNAMIC HEIGHT  -          1.753 (meters)        5.75  (feet) COMP
 DO9398  MODELED GRAVITY -    979,148.4   (mgal)                       NAVD 88
 DO9398
 DO9398  VERT ORDER      -  FIRST     CLASS II
 DO9398
 DO9398.The horizontal coordinates were determined by differentially corrected
 DO9398.hand held GPS observations or other comparable positioning techniques
 DO9398.and have an estimated accuracy of +/- 3 meters.
 DO9398
 DO9398.The orthometric height was determined by differential leveling and
 DO9398.adjusted by the NATIONAL GEODETIC SURVEY
 DO9398.in January 2014.
 DO9398
 DO9398.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO9398.GEOID18 height accuracy estimate available here.
 DO9398
 DO9398.Click photographs - Photos may exist for this station.
 DO9398
 DO9398.The dynamic height is computed by dividing the NAVD 88
 DO9398.geopotential number by the normal gravity value computed on the
 DO9398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO9398.degrees latitude (g = 980.6199 gals.).
 DO9398
 DO9398.The modeled gravity was interpolated from observed gravity values.
 DO9398
 DO9398;                    North         East    Units  Estimated Accuracy
 DO9398;SPC FL E     -   346,515.6     268,163.5     MT  (+/- 3 meters HH1 GPS) 
 DO9398
 DO9398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6814037529(NAD 83)
 DO9398
 DO9398                          SUPERSEDED SURVEY CONTROL
 DO9398
 DO9398.No superseded survey control is available for this station.
 DO9398
 DO9398_MARKER: F = FLANGE-ENCASED ROD
 DO9398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DO9398_STAMPING: 2219 H 2019
 DO9398_MARK LOGO: NGS
 DO9398_PROJECTION: RECESSED 5 CENTIMETERS
 DO9398_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DO9398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DO9398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO9398+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2020
 DO9398_ROD/PIPE-DEPTH: 18.3 meters
 DO9398
 DO9398  HISTORY     - Date     Condition        Report By
 DO9398  HISTORY     - 20130801 MONUMENTED       FLDEP
 DO9398  HISTORY     - 20200505 GOOD             GEOCAC
 DO9398
 DO9398                          STATION DESCRIPTION
 DO9398
 DO9398'DESCRIBED BY FL DEPT OF ENV PRO 2013 (RWH)
 DO9398'THE MARK IS ABOUT 8.5 MI (13.7 KM) NORTH-NORTHWEST OF ANKONA, 4.9 MI
 DO9398'(7.9 KM) SOUTH-SOUTHEAST OF INDRIO, 1.3 MI (2.1 KM) NORTHEAST OF FORT
 DO9398'PIERCE, IN SECTION 2, TOWNSHIP 35 SOUTH, RANGE 40 EAST.  ACCESS TO
 DO9398'HARBOR ISLE - HUTCHINSON ISLAND CAN BE HAD BY CALLING 772-461-9060 AND
 DO9398'TO THE SMITHSONIAN MARINE STATION DOCK AT FORT PIERCE CAN BE HAD BY
 DO9398'CALLING 772-462-0986.
 DO9398'
 DO9398'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND SOUTH STATE
 DO9398'HIGHWAY A1A (SEAWAY DRIVE) IN FORT PIERCE, GO EAST ON STATE HIGHWAY
 DO9398'A1A FOR 0.7 MI (1.1 KM) TO THE EAST END OF THE BRIDGE OVER THE INDIAN
 DO9398'RIVER AND HUTCHINSON ISLAND.  CONTINUE NORTHEAST ON STATE ROAD A1A FOR
 DO9398'0.25 MI (0.4 KM) TO THE ENTRANCE OF THE SMITHSONIAN MARINE STATION AT
 DO9398'FORT PIERCE LOCATED AT 701 SEAWAY DRIVE ON THE RIGHT.  TURN RIGHT ON
 DO9398'THE DRIVE AND GO THROUGH THE GATE SOUTH FOR 100.0 FT (30.5 M) TO THE
 DO9398'FIRST DRIVE ON THE LEFT.  TURN LEFT ON THE DRIVE AND GO SOUTHEAST
 DO9398'ABOUT 110.0 FT (33.5 M) TO A CURVE IN THE DRIVE TO THE
 DO9398'SOUTH-SOUTHEAST.  CONTINUE SOUTH-SOUTHEAST ON THE DRIVE (YOU WILL BE
 DO9398'TRAVELING ALONG THE EAST-SOUTHEAST SIDE OF THE SMITHSONIAN PROPERTY)
 DO9398'FOR ABOUT 475.0 FT (144.8 M) TO A TRAFFIC ISLAND AND THE MARK ON THE
 DO9398'RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 60.0 FT
 DO9398'(18.3 M) WITH AN NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.2 FT (6
 DO9398'CM) BELOW THE LEVEL OF THE GROUND, THE DATUM POINT IS RECESSED 0.5 FT
 DO9398'(15 CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DO9398'
 DO9398'LOCATED 95.1 FT (29.0 M) NORTHWEST OF THE CORNER FENCE POST LOCATED AT
 DO9398'THE SOUTHEAST CORNER OF THE SMITHSONIAN PROPERTY, 71.1 FT (21.7 M)
 DO9398'NORTH-NORTHEAST OF THE CENTERLINE OF A DRIVEWAY FENCE GATE THAT
 DO9398'SEPARATES THE SMITHSONIAN PROPERTY FROM THE HARBOR ISLE - HUTCHINSON
 DO9398'ISLAND DEVELOPMENT, 44.0 FT (13.4 M) EAST-SOUTHEAST OF THE NORTHEAST
 DO9398'CORNER OF THE FLOW SEAWATER AQUARIUM BUILDING, 40.8 FT (12.4 M)
 DO9398'SOUTHEAST OF THE NORTHEAST CORNER OF THE FLOW SEAWATER AQUARIUM
 DO9398'BUILDING, 30.1 FT (9.2 M) NORTHWEST OF THE SOUTHEAST PAVEMENT-GRASS
 DO9398'EDGE OF THE TRAFFIC CIRCLE, 27.0 FT (8.2 M) SOUTHWEST OF THE NORTHEAST
 DO9398'PAVEMENT-GRASS EDGE OF THE TRAFFIC CIRCLE, 13.5 FT (4.1 M) SOUTHEAST
 DO9398'OF THE NORTHWEST PAVEMENT-GRASS EDGE OF THE TRAFFIC CIRCLE, 12.0 FT
 DO9398'(3.7 M) NORTHEAST OF THE SOUTHWEST PAVEMENT-GRASS EDGE OF THE TRAFFIC
 DO9398'CIRCLE AND 0.8 FT (24 CM) NORTHEAST OF A CARSONITE WITNESS POST.
 DO9398'
 DO9398'NOTE A MAGNET WAS PLACED INSIDE THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DO9398'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DO9398'NATIONAL GEODETIC SURVEY LOGO CAP.
 DO9398
 DO9398                          STATION RECOVERY (2020)
 DO9398
 DO9398'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DO9398'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3256 ***********************************************************************
 AF3256  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3256  DESIGNATION -  872 2219 TIDAL 1 RESET
 AF3256  PID         -  AF3256
 AF3256  STATE/COUNTY-  FL/ST LUCIE
 AF3256  COUNTRY     -  US
 AF3256  USGS QUAD   -  FORT PIERCE (2018)
 AF3256
 AF3256                         *CURRENT SURVEY CONTROL
 AF3256  ______________________________________________________________________
 AF3256* NAD 83(1986) POSITION- 27 27 25.     (N) 080 19 20.     (W)   SCALED
 AF3256* NAVD 88 ORTHO HEIGHT -     0.320 (meters)        1.05  (feet) ADJUSTED
 AF3256  ______________________________________________________________________
 AF3256  GEOID HEIGHT    -        -27.564 (meters)                     GEOID18
 AF3256  DYNAMIC HEIGHT  -          0.320 (meters)        1.05  (feet) COMP
 AF3256  MODELED GRAVITY -    979,148.0   (mgal)                       NAVD 88
 AF3256
 AF3256  VERT ORDER      -  SECOND    CLASS 0
 AF3256
 AF3256.The horizontal coordinates were scaled from a map and have
 AF3256.an estimated accuracy of +/- 6 seconds.
 AF3256
 AF3256.The orthometric height was determined by differential leveling and
 AF3256.adjusted by the NATIONAL GEODETIC SURVEY
 AF3256.in June 1991.
 AF3256
 AF3256.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3256.GEOID18 height accuracy estimate available here.
 AF3256
 AF3256.This Tidal Bench Mark is designated as VM 5434
 AF3256.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3256
 AF3256.Click photographs - Photos may exist for this station.
 AF3256
 AF3256.The dynamic height is computed by dividing the NAVD 88
 AF3256.geopotential number by the normal gravity value computed on the
 AF3256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3256.degrees latitude (g = 980.6199 gals.).
 AF3256
 AF3256.The modeled gravity was interpolated from observed gravity values.
 AF3256
 AF3256;                    North         East    Units  Estimated Accuracy
 AF3256;SPC FL E     -   346,220.      267,000.      MT  (+/- 180 meters Scaled)
 AF3256
 AF3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL669372(NAD 83)
 AF3256
 AF3256                          SUPERSEDED SURVEY CONTROL
 AF3256
 AF3256  NGVD 29 (09/01/92)    0.781  (m)            2.56   (f) ADJUSTED    2 0
 AF3256
 AF3256.Superseded values are not recommended for survey control.
 AF3256
 AF3256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3256.See file dsdata.pdf to determine how the superseded data were derived.
 AF3256
 AF3256_MARKER: DB = BENCH MARK DISK
 AF3256_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF3256_SP_SET: SEAWALL
 AF3256_STAMPING: NO 1 1969
 AF3256_MARK LOGO: CGS
 AF3256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3256+STABILITY: SURFACE MOTION
 AF3256
 AF3256  HISTORY     - Date     Condition        Report By
 AF3256  HISTORY     - 1969     MONUMENTED       CGS
 AF3256  HISTORY     - 1970     GOOD             NGS
 AF3256  HISTORY     - 1972     GOOD             NGS
 AF3256  HISTORY     - 1984     GOOD             FLDNR
 AF3256  HISTORY     - 1986     GOOD             FLDNR
 AF3256  HISTORY     - 20010412 POOR             USPSQD
 AF3256  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AF3256  HISTORY     - 20040617 MARK NOT FOUND   USPSQD
 AF3256  HISTORY     - 20200620 MARK NOT FOUND   GEOCAC
 AF3256
 AF3256                          STATION DESCRIPTION
 AF3256
 AF3256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3256'AT FT PIERCE.
 AF3256'AT FT. PIERCE, ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY A 1 A
 AF3256'FROM THE JUNCTION OF U.S. HIGHWAY 1, ABOUT 50 YARDS SOUTH OF THE
 AF3256'SOUTHWEST CORNER OF THE HIGHWAY BRIDGE OVER THE INDIAN RIVER,
 AF3256'SET IN THE TOP OF A 32 FOOT LONG WALL WHICH IS ALONG THE SOUTH
 AF3256'SIDE OF THE MAIN BULKHEAD, AT AN OLD WAREHOUSE, 18 FEET WEST OF
 AF3256'THE SOUTHEAST CORNER OF THE MAIN BULKHEAD, 11.8 FEET EAST OF THE
 AF3256'WEST END OF THE WALL AND 2.3 FEET BELOW THE TOP OF THE BULKHEAD.
 AF3256
 AF3256                          STATION RECOVERY (1972)
 AF3256
 AF3256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3256'RECOVERED IN GOOD CONDITION.
 AF3256
 AF3256                          STATION RECOVERY (1984)
 AF3256
 AF3256'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF3256'BEGIN AT THE JUNCTION OF STATE HIGHWAY A1A SOUTH WITH US HIGHWAY 1 IN
 AF3256'FORT PIERCE, GO 0.15 MILE NORTH ON US HIGHWAY 1 TO THE INTERSECTION
 AF3256'OF FISHERMANS WHARF ROAD (OLD A1A AND AVENUE H), THENCE PROCEED EAST
 AF3256'0.3 MILE ALONG FISHERMAN WHARF TO THE FORT PIERCE MARINE PARK AND THE
 AF3256'MARK, SET FLUSH IN THE CENTER OF A SMALL 2.05 FT WIDE WALKWAY LEDGE
 AF3256'WHICH RUNS EAST AND WEST AT THE SOUTHEAT CORNER OF THE FORT PIERCE
 AF3256'MARINE PARK, 21 FT WEST OF THE EAST END OF THE WALKWAY, AND 12 FT
 AF3256'EAST OF THE WEST END OF THE WALKWAY.
 AF3256
 AF3256                          STATION RECOVERY (1986)
 AF3256
 AF3256'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AF3256'RECOVERED IN GOOD CONDITION.
 AF3256
 AF3256                          STATION RECOVERY (2001)
 AF3256
 AF3256'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3256'COVERED WITH STEEL PLATE AND MUD.
 AF3256
 AF3256                          STATION RECOVERY (2002)
 AF3256
 AF3256'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF3256'CHECKED POSITION WITH DGPS, NOT FOUND
 AF3256
 AF3256                          STATION RECOVERY (2004)
 AF3256
 AF3256'RECOVERY NOTE BY US POWER SQUADRON 2004
 AF3256'CONCRETE WALL HAS BEEN REMOVED
 AF3256
 AF3256                          STATION RECOVERY (2020)
 AF3256
 AF3256'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF3256'THE BULKHEAD HAS BEEN REPLACED AND THE WALKWAY HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3253 ***********************************************************************
 AF3253  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3253  DESIGNATION -  872 2219 TIDAL 2
 AF3253  PID         -  AF3253
 AF3253  STATE/COUNTY-  FL/ST LUCIE
 AF3253  COUNTRY     -  US
 AF3253  USGS QUAD   -  FORT PIERCE (2018)
 AF3253
 AF3253                         *CURRENT SURVEY CONTROL
 AF3253  ______________________________________________________________________
 AF3253* NAD 83(2011) POSITION- 27 27 24.28991(N) 080 19 22.78623(W)   ADJUSTED
 AF3253* NAD 83(2011) ELLIP HT-   -26.500 (meters)        (06/27/12)   ADJUSTED
 AF3253* NAD 83(2011) EPOCH   -  2010.00
 AF3253* NAVD 88 ORTHO HEIGHT -     1.066 (meters)        3.50  (feet) ADJUSTED
 AF3253  ______________________________________________________________________
 AF3253  GEOID HEIGHT    -        -27.562 (meters)                     GEOID18
 AF3253  NAD 83(2011) X  -    952,033.628 (meters)                     COMP
 AF3253  NAD 83(2011) Y  - -5,583,117.652 (meters)                     COMP
 AF3253  NAD 83(2011) Z  -  2,923,205.890 (meters)                     COMP
 AF3253  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 AF3253  DYNAMIC HEIGHT  -          1.065 (meters)        3.49  (feet) COMP
 AF3253  MODELED GRAVITY -    979,148.0   (mgal)                       NAVD 88
 AF3253
 AF3253  VERT ORDER      -  FIRST     CLASS II
 AF3253
 AF3253  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF3253  Standards:
 AF3253         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF3253            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF3253  -------------------------------------------------------------------
 AF3253  NETWORK    1.79   2.70           0.73   0.72   1.38     -0.27934437
 AF3253  -------------------------------------------------------------------
 AF3253  Click here for local accuracies and other accuracy information.
 AF3253
 AF3253.The horizontal coordinates were established by GPS observations
 AF3253.and adjusted by the National Geodetic Survey in June 2012.
 AF3253
 AF3253.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF3253.been affixed to the stable North American tectonic plate. See 
 AF3253.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF3253
 AF3253.The horizontal coordinates are valid at the epoch date displayed above
 AF3253.which is a decimal equivalence of Year/Month/Day.
 AF3253
 AF3253.The orthometric height was determined by differential leveling and
 AF3253.adjusted by the NATIONAL GEODETIC SURVEY
 AF3253.in November 2007.
 AF3253
 AF3253.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3253.GEOID18 height accuracy estimate available here.
 AF3253
 AF3253.This Tidal Bench Mark is designated as VM 5435
 AF3253.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3253
 AF3253.Click photographs - Photos may exist for this station.
 AF3253
 AF3253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF3253
 AF3253.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF3253
 AF3253.The ellipsoidal height was determined by GPS observations
 AF3253.and is referenced to NAD 83.
 AF3253
 AF3253.The dynamic height is computed by dividing the NAVD 88
 AF3253.geopotential number by the normal gravity value computed on the
 AF3253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3253.degrees latitude (g = 980.6199 gals.).
 AF3253
 AF3253.The modeled gravity was interpolated from observed gravity values.
 AF3253
 AF3253. The following values were computed from the NAD 83(2011) position.
 AF3253
 AF3253;                    North         East     Units Scale Factor Converg.
 AF3253;SPC FL E     -   346,194.216   266,919.291   MT  0.99999643   +0 18 43.8
 AF3253;SPC FL E     - 1,135,805.52    875,717.71   sFT  0.99999643   +0 18 43.8
 AF3253;UTM  17      - 3,037,208.077   566,896.459   MT  0.99965524   +0 18 43.8
 AF3253
 AF3253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF3253!SPC FL E     -   1.00000416  x   0.99999643  =   1.00000059
 AF3253!UTM  17      -   1.00000416  x   0.99965524  =   0.99965940
 AF3253
 AF3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6689637208(NAD 83)
 AF3253
 AF3253|---------------------------------------------------------------------|
 AF3253| PID    Reference Object                     Distance      Geod. Az  |
 AF3253|                                                           dddmmss.s |
 AF3253| AF3250 872 2219 TIDAL 3                    111.577 METERS 31200     |
 AF3253|---------------------------------------------------------------------|
 AF3253
 AF3253                          SUPERSEDED SURVEY CONTROL
 AF3253
 AF3253  NAD 83(2007)-  27 27 24.28991(N)    080 19 22.78700(W) AD(2002.00) 0
 AF3253  ELLIP H (02/10/07)  -26.485  (m)                       GP(2002.00)    
 AF3253  NAD 83(1999)-  27 27 24.29014(N)    080 19 22.78742(W) AD(       ) 1
 AF3253  ELLIP H (12/12/02)  -26.456  (m)                       GP(       ) 2 2
 AF3253  NAVD 88               1.06   (m)            3.5    (f) LEVELING    3  
 AF3253  NAVD 88 (06/15/91)    1.061  (m)            3.48   (f) SUPERSEDED  1 2
 AF3253  NGVD 29 (09/01/92)    1.521  (m)            4.99   (f) ADJUSTED    2 0
 AF3253
 AF3253.Superseded values are not recommended for survey control.
 AF3253
 AF3253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3253.See file dsdata.pdf to determine how the superseded data were derived.
 AF3253
 AF3253_MARKER: DB = BENCH MARK DISK
 AF3253_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF3253_SP_SET: BULKHEAD
 AF3253_STAMPING: NO 2 1969
 AF3253_MARK LOGO: CGS
 AF3253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3253+STABILITY: SURFACE MOTION
 AF3253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF3253+SATELLITE: SATELLITE OBSERVATIONS - October 11, 2005
 AF3253
 AF3253  HISTORY     - Date     Condition        Report By
 AF3253  HISTORY     - 1969     MONUMENTED       CGS
 AF3253  HISTORY     - 1970     GOOD             NGS
 AF3253  HISTORY     - 1972     GOOD             NGS
 AF3253  HISTORY     - 1979     GOOD             FLDNR
 AF3253  HISTORY     - 1980     GOOD             FLDNR
 AF3253  HISTORY     - 1984     GOOD             FLDNR
 AF3253  HISTORY     - 20010412 GOOD             USPSQD
 AF3253  HISTORY     - 20010608 GOOD             EMCINC
 AF3253  HISTORY     - 20020415 GOOD             MAPTEC
 AF3253  HISTORY     - 20020530 GOOD             USPSQD
 AF3253  HISTORY     - 20040226 GOOD             USPSQD
 AF3253  HISTORY     - 20051011 GOOD             FLDEP
 AF3253  HISTORY     - 20140408 MARK NOT FOUND   INDIV
 AF3253  HISTORY     - 20200620 MARK NOT FOUND   GEOCAC
 AF3253
 AF3253                          STATION DESCRIPTION
 AF3253
 AF3253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3253'AT FT PIERCE.
 AF3253'AT FT PIERCE, ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY A 1 A
 AF3253'FROM THE JUNCTION OF U.S. HIGHWAY 1, ABOUT 65 YARDS SOUTHWEST
 AF3253'OF THE SOUTHWEST CORNER OF THE HIGHWAY BRIDGE OVER THE INDIAN
 AF3253'RIVER, SET IN THE TOP OF THE NORTHWEST CORNER OF A CONCRETE
 AF3253'BULKHEAD WHICH IS AT THE NORTHWEST CORNER OF A BOAT LIFT SLIP,
 AF3253'90 FEET SOUTH OF THE SOUTH CURB OF THE HIGHWAY, 1 FOOT SOUTH
 AF3253'OF THE NORTH RAIL FOR THE BOAT LIFT CRANE AND ABOUT LEVEL WITH
 AF3253'THE DOCK.
 AF3253
 AF3253                          STATION RECOVERY (1972)
 AF3253
 AF3253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3253'RECOVERED IN GOOD CONDITION.
 AF3253
 AF3253                          STATION RECOVERY (1979)
 AF3253
 AF3253'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3253'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN FORT
 AF3253'PIERCE, PROCEED NORTH 0.15 MILE ALONG U.S. HIGHWAY 1 TO THE JUNCTION
 AF3253'OF FISHERMANS WHARF (ALSO AVENUE H AND OLD A1A), PROCEED EAST 0.3
 AF3253'MILE ALONG FISHERMANS WHARF TO THE FORT PIERCE MARINE PARK AND THE
 AF3253'MARK. THE MARK IS SET IN THE NORTHWEST CORNER OF THE BOAT LIFT WELL,
 AF3253'18.5 FEET NORTH OF THE SOUTHWEST CORNER OF THE LIFTWELL, 1.3
 AF3253'FEET WEST OF THE NORTHEAST CORNER, AND 1 FOOT SOUTH OF THE NORTH RAIL.
 AF3253'OF THE MARINE RAILROAD.
 AF3253
 AF3253                          STATION RECOVERY (1980)
 AF3253
 AF3253'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3253'RECOVERED IN GOOD CONDITION.
 AF3253
 AF3253                          STATION RECOVERY (1984)
 AF3253
 AF3253'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF3253'RECOVERED IN GOOD CONDITION.
 AF3253
 AF3253                          STATION RECOVERY (2001)
 AF3253
 AF3253'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3253'RECOVERED IN GOOD CONDITION.
 AF3253
 AF3253                          STATION RECOVERY (2001)
 AF3253
 AF3253'RECOVERY NOTE BY EMC INCORPORATED 2001 (WJB)
 AF3253'RECOVERED AS DESCRIBED.
 AF3253
 AF3253                          STATION RECOVERY (2002)
 AF3253
 AF3253'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AF3253'RECOVERED AS DESCRIBED
 AF3253'
 AF3253
 AF3253                          STATION RECOVERY (2002)
 AF3253
 AF3253'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF3253'DESIGNATION 872 2219 TIDAL 2 MISSING.
 AF3253'DESIGNATION NO 2 1969
 AF3253'DGS POSITION 27-27-404 N   80-19-386 W  15' ACCURACY
 AF3253
 AF3253                          STATION RECOVERY (2004)
 AF3253
 AF3253'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCK)
 AF3253'GPS POSITION 27 27.407 N AND 080 19.387 W
 AF3253
 AF3253                          STATION RECOVERY (2005)
 AF3253
 AF3253'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AF3253'RECOVERED AS DESCRIBED.
 AF3253
 AF3253                          STATION RECOVERY (2014)
 AF3253
 AF3253'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (PED)
 AF3253'MARK NOT FOUND.
 AF3253
 AF3253                          STATION RECOVERY (2020)
 AF3253
 AF3253'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF3253'THE BULKHEAD HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3250 ***********************************************************************
 AF3250  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3250  DESIGNATION -  872 2219 TIDAL 3
 AF3250  PID         -  AF3250
 AF3250  STATE/COUNTY-  FL/ST LUCIE
 AF3250  COUNTRY     -  US
 AF3250  USGS QUAD   -  FORT PIERCE (2018)
 AF3250
 AF3250                         *CURRENT SURVEY CONTROL
 AF3250  ______________________________________________________________________
 AF3250* NAD 83(2011) POSITION- 27 27 26.71521(N) 080 19 25.80620(W)   ADJUSTED
 AF3250* NAD 83(2011) ELLIP HT-   -25.822 (meters)        (06/27/12)   ADJUSTED
 AF3250* NAD 83(2011) EPOCH   -  2010.00
 AF3250* NAVD 88 ORTHO HEIGHT -     1.715 (meters)        5.63  (feet) ADJUSTED
 AF3250  ______________________________________________________________________
 AF3250  GEOID HEIGHT    -        -27.561 (meters)                     GEOID18
 AF3250  NAD 83(2011) X  -    951,946.200 (meters)                     COMP
 AF3250  NAD 83(2011) Y  - -5,583,098.252 (meters)                     COMP
 AF3250  NAD 83(2011) Z  -  2,923,272.446 (meters)                     COMP
 AF3250  LAPLACE CORR    -         -2.44  (seconds)                    DEFLEC18
 AF3250  DYNAMIC HEIGHT  -          1.712 (meters)        5.62  (feet) COMP
 AF3250  MODELED GRAVITY -    979,148.1   (mgal)                       NAVD 88
 AF3250
 AF3250  VERT ORDER      -  FIRST     CLASS II
 AF3250
 AF3250  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AF3250  Standards:
 AF3250         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AF3250            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AF3250  -------------------------------------------------------------------
 AF3250  NETWORK    1.48   2.37           0.59   0.61   1.21     -0.23427053
 AF3250  -------------------------------------------------------------------
 AF3250  Click here for local accuracies and other accuracy information.
 AF3250
 AF3250.The horizontal coordinates were established by GPS observations
 AF3250.and adjusted by the National Geodetic Survey in June 2012.
 AF3250
 AF3250.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AF3250.been affixed to the stable North American tectonic plate. See 
 AF3250.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AF3250
 AF3250.The horizontal coordinates are valid at the epoch date displayed above
 AF3250.which is a decimal equivalence of Year/Month/Day.
 AF3250
 AF3250.The orthometric height was determined by differential leveling and
 AF3250.adjusted by the NATIONAL GEODETIC SURVEY
 AF3250.in November 2001.
 AF3250
 AF3250.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3250.GEOID18 height accuracy estimate available here.
 AF3250
 AF3250.This Tidal Bench Mark is designated as VM 5433
 AF3250.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3250
 AF3250.Click photographs - Photos may exist for this station.
 AF3250
 AF3250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AF3250
 AF3250.The Laplace correction was computed from DEFLEC18 derived deflections.
 AF3250
 AF3250.The ellipsoidal height was determined by GPS observations
 AF3250.and is referenced to NAD 83.
 AF3250
 AF3250.The dynamic height is computed by dividing the NAVD 88
 AF3250.geopotential number by the normal gravity value computed on the
 AF3250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3250.degrees latitude (g = 980.6199 gals.).
 AF3250
 AF3250.The modeled gravity was interpolated from observed gravity values.
 AF3250
 AF3250. The following values were computed from the NAD 83(2011) position.
 AF3250
 AF3250;                    North         East     Units Scale Factor Converg.
 AF3250;SPC FL E     -   346,268.415   266,835.963   MT  0.99999630   +0 18 42.4
 AF3250;SPC FL E     - 1,136,048.96    875,444.32   sFT  0.99999630   +0 18 42.4
 AF3250;UTM  17      - 3,037,282.251   566,813.158   MT  0.99965510   +0 18 42.4
 AF3250
 AF3250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AF3250!SPC FL E     -   1.00000406  x   0.99999630  =   1.00000036
 AF3250!UTM  17      -   1.00000406  x   0.99965510  =   0.99965915
 AF3250
 AF3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6681337282(NAD 83)
 AF3250
 AF3250|---------------------------------------------------------------------|
 AF3250| PID    Reference Object                     Distance      Geod. Az  |
 AF3250|                                                           dddmmss.s |
 AF3250| AF3253 872 2219 TIDAL 2                    111.577 METERS 13200     |
 AF3250|---------------------------------------------------------------------|
 AF3250
 AF3250                          SUPERSEDED SURVEY CONTROL
 AF3250
 AF3250  NAD 83(2007)-  27 27 26.71520(N)    080 19 25.80698(W) AD(2002.00) 0
 AF3250  ELLIP H (02/10/07)  -25.807  (m)                       GP(2002.00)    
 AF3250  NAD 83(1999)-  27 27 26.71544(N)    080 19 25.80742(W) AD(       ) 1
 AF3250  ELLIP H (12/12/02)  -25.777  (m)                       GP(       ) 2 2
 AF3250  NAVD 88               1.72   (m)            5.6    (f) LEVELING    3  
 AF3250  NAVD 88 (06/15/91)    1.724  (m)            5.66   (f) SUPERSEDED  1 1
 AF3250  NGVD 29 (??/??/92)    2.183  (m)            7.16   (f) SUPERSEDED  1 1
 AF3250  NGVD 29 (09/01/92)    2.183  (m)            7.16   (f) ADJUSTED    1 1
 AF3250
 AF3250.Superseded values are not recommended for survey control.
 AF3250
 AF3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3250.See file dsdata.pdf to determine how the superseded data were derived.
 AF3250
 AF3250_MARKER: DB = BENCH MARK DISK
 AF3250_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AF3250_SP_SET: BULKHEAD
 AF3250_STAMPING: NO 3 1930
 AF3250_MARK LOGO: CGS
 AF3250_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF3250_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF3250+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2020
 AF3250
 AF3250  HISTORY     - Date     Condition        Report By
 AF3250  HISTORY     - 1930     MONUMENTED       CGS
 AF3250  HISTORY     - 1970     GOOD             NGS
 AF3250  HISTORY     - 1972     GOOD             NGS
 AF3250  HISTORY     - 1979     GOOD             FLDNR
 AF3250  HISTORY     - 1984     GOOD             FLDNR
 AF3250  HISTORY     - 20010412 GOOD             USPSQD
 AF3250  HISTORY     - 20010608 GOOD             EMCINC
 AF3250  HISTORY     - 20020415 GOOD             MAPTEC
 AF3250  HISTORY     - 20020530 GOOD             USPSQD
 AF3250  HISTORY     - 20140408 GOOD             INDIV
 AF3250  HISTORY     - 20200620 GOOD             GEOCAC
 AF3250
 AF3250                          STATION DESCRIPTION
 AF3250
 AF3250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3250'AT FT PIERCE.
 AF3250'AT FT. PIERCE, ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY A 1 A
 AF3250'FROM THE JUNCTION OF U.S. HIGHWAY 1, ABOUT 130 YARDS NORTHWEST
 AF3250'OF THE NORTHWEST CORNER OF THE HIGHWAY BRIDGE OVER THE INDIAN
 AF3250'RIVER, SET ON THE TOP OF THE SOUTH END OF A CONCRETE BULKHEAD,
 AF3250'NEAR THE WEST END OF A SHORT DOCKING SLIP, 108 FEET NORTH OF THE
 AF3250'NORTH CURB OF THE HIGHWAY, 46 FEET SOUTHEAST OF THE SOUTHEAST
 AF3250'CORNER OF THE FT PIERCE GROWERS ASSOCIATION WARERHOUSE, 2.9
 AF3250'FEET NORTH OF THE SOUTH END OF THE BULKHEAD AND ABOUT LEVEL
 AF3250'WITH THE HIGHWAY.
 AF3250
 AF3250                          STATION RECOVERY (1972)
 AF3250
 AF3250'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3250'RECOVERED IN GOOD CONDITION.
 AF3250
 AF3250                          STATION RECOVERY (1979)
 AF3250
 AF3250'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3250'RECOVERED IN GOOD CONDITION.
 AF3250
 AF3250                          STATION RECOVERY (1984)
 AF3250
 AF3250'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF3250'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE OLD HIGHWAY
 AF3250'A1A BRIDGE IS GONE.  THE MARK BEARS ABOUT 105 YARDS NORTHWEST OF THE
 AF3250'DEAD END OF FISHERMANS WHARF ROAD (OLD A1A), 131 FEET NORTH OF THE
 AF3250'CENTERLINE OF THE ROAD AND 46 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AF3250'OF THE INDIAN HARBOR CITRUS INC. WAREHOUSE.
 AF3250'THE MARK IS 1 FT ABOVE ROAD.
 AF3250
 AF3250                          STATION RECOVERY (2001)
 AF3250
 AF3250'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3250'RECOVERED IN GOOD CONDITION.
 AF3250
 AF3250                          STATION RECOVERY (2001)
 AF3250
 AF3250'RECOVERY NOTE BY EMC INCORPORATED 2001 (WJB)
 AF3250'RECOVERED AS DESCRIBED.
 AF3250
 AF3250                          STATION RECOVERY (2002)
 AF3250
 AF3250'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AF3250'RECOVERED AS DESCRIBED
 AF3250
 AF3250                          STATION RECOVERY (2002)
 AF3250
 AF3250'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF3250'RECOVERED IN GOOD CONDITION.
 AF3250
 AF3250                          STATION RECOVERY (2014)
 AF3250
 AF3250'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (PED)
 AF3250'RECOVERED IN GOOD CONDITION.
 AF3250
 AF3250                          STATION RECOVERY (2020)
 AF3250
 AF3250'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF3250'THE WAREHOUSE HAS BEEN DEMOLISHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3254 ***********************************************************************
 AF3254  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3254  DESIGNATION -  872 2219 TIDAL 3 A
 AF3254  PID         -  AF3254
 AF3254  STATE/COUNTY-  FL/ST LUCIE
 AF3254  COUNTRY     -  US
 AF3254  USGS QUAD   -  FORT PIERCE (2018)
 AF3254
 AF3254                         *CURRENT SURVEY CONTROL
 AF3254  ______________________________________________________________________
 AF3254* NAD 83(1986) POSITION- 27 27 24.06   (N) 080 19 23.74   (W)   HD_HELD1
 AF3254* NAVD 88 ORTHO HEIGHT -     1.050 (meters)        3.44  (feet) ADJUSTED
 AF3254  ______________________________________________________________________
 AF3254  GEOID HEIGHT    -        -27.561 (meters)                     GEOID18
 AF3254  DYNAMIC HEIGHT  -          1.049 (meters)        3.44  (feet) COMP
 AF3254  MODELED GRAVITY -    979,148.0   (mgal)                       NAVD 88
 AF3254
 AF3254  VERT ORDER      -  FIRST     CLASS II
 AF3254
 AF3254.The horizontal coordinates were determined by differentially corrected
 AF3254.hand held GPS observations or other comparable positioning techniques
 AF3254.and have an estimated accuracy of +/- 3 meters.
 AF3254
 AF3254.The orthometric height was determined by differential leveling and
 AF3254.adjusted by the NATIONAL GEODETIC SURVEY
 AF3254.in November 2007.
 AF3254
 AF3254.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3254.GEOID18 height accuracy estimate available here.
 AF3254
 AF3254.This Tidal Bench Mark is designated as VM 5436
 AF3254.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3254
 AF3254.Click photographs - Photos may exist for this station.
 AF3254
 AF3254.The dynamic height is computed by dividing the NAVD 88
 AF3254.geopotential number by the normal gravity value computed on the
 AF3254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3254.degrees latitude (g = 980.6199 gals.).
 AF3254
 AF3254.The modeled gravity was interpolated from observed gravity values.
 AF3254
 AF3254;                    North         East    Units  Estimated Accuracy
 AF3254;SPC FL E     -   346,187.0     266,893.1     MT  (+/- 3 meters HH1 GPS) 
 AF3254
 AF3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6687037200(NAD 83)
 AF3254
 AF3254                          SUPERSEDED SURVEY CONTROL
 AF3254
 AF3254  NAVD 88 (06/15/91)    1.047  (m)            3.44   (f) SUPERSEDED  2 0
 AF3254  NGVD 29 (??/??/92)    1.507  (m)            4.94   (f) SUPERSEDED  2 0
 AF3254  NGVD 29 (09/01/92)    1.507  (m)            4.94   (f) ADJUSTED    2 0
 AF3254
 AF3254.Superseded values are not recommended for survey control.
 AF3254
 AF3254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3254.See file dsdata.pdf to determine how the superseded data were derived.
 AF3254
 AF3254_MARKER: DB = BENCH MARK DISK
 AF3254_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF3254_SP_SET: SEAWALL
 AF3254_STAMPING: NO 3 A 1969
 AF3254_MARK LOGO: CGS
 AF3254_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF3254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3254+STABILITY: SURFACE MOTION
 AF3254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF3254+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2020
 AF3254
 AF3254  HISTORY     - Date     Condition        Report By
 AF3254  HISTORY     - 1969     MONUMENTED       CGS
 AF3254  HISTORY     - 1970     GOOD             NGS
 AF3254  HISTORY     - 1972     GOOD             NGS
 AF3254  HISTORY     - 1979     GOOD             FLDNR
 AF3254  HISTORY     - 1980     GOOD             FLDNR
 AF3254  HISTORY     - 1984     GOOD             FLDNR
 AF3254  HISTORY     - 20010412 POOR             USPSQD
 AF3254  HISTORY     - 20020530 MARK NOT FOUND   USPSQD
 AF3254  HISTORY     - 20040226 GOOD             USPSQD
 AF3254  HISTORY     - 20051011 GOOD             FLDEP
 AF3254  HISTORY     - 20180904 GOOD             MOREKL
 AF3254  HISTORY     - 20200620 GOOD             GEOCAC
 AF3254
 AF3254                          STATION DESCRIPTION
 AF3254
 AF3254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3254'AT FT PIERCE.
 AF3254'AT FT PIERCE, ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY A 1 A
 AF3254'FROM THE JUNCTION OF U.S. HIGHWAY 1, ABOUT 95 YARDS SOUTHWEST
 AF3254'OF THE SOUTHWEST CORNER OF THE HIGHWAY BRIDGE OVER THE INDIAN
 AF3254'RIVER, SET ON THE TOP OF A CONCRETE BULKHEAD, 118 FEET SOUTH
 AF3254'OF THE SOUTH CURB OF THE HIGHWAY, 66.4 FEET SOUTHEAST OF THE
 AF3254'SOUTHEAST CORNER OF THE BUILDING WHICH HOUSES THE SIMONSENS
 AF3254'RESTAURANT, AND ABOUT LEVEL WITH THE DOCK.
 AF3254
 AF3254                          STATION RECOVERY (1972)
 AF3254
 AF3254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3254'RECOVERED IN GOOD CONDITION.
 AF3254
 AF3254                          STATION RECOVERY (1979)
 AF3254
 AF3254'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AF3254'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN FORT
 AF3254'PIERCE, PROCEED NORTH 0.15 MILE ALONG U.S. HIGHWAY 1 TO THE JUNCTION
 AF3254'OF FISHERMANS WHARF (ALSO AVENUE H AND OLD A1A), PROCEED EAST 0.3
 AF3254'MILE ALONG FISHERMANS WHARF TO THE FORT PIERCE MARINE PARK AND THE
 AF3254'MARK. THE MARK IS IN THE CENTER OF A CONCRETE CAP IN THE SOUTH
 AF3254'BULKHEAD AT THE MARINE PARK, 136 FEET WEST OF THE SOUTHEAST CORNER OF
 AF3254'THE BULKHEAD, 28.5 FEET WEST OF THE SOUTHWEST CORNER OF A SMALL
 AF3254'T-SHAPED DOCK, AND 8 FEET SOUTH OF THE WEST END OF THE SOUTH RAIL OF
 AF3254'THE MARINE RAILROAD.
 AF3254
 AF3254                          STATION RECOVERY (1980)
 AF3254
 AF3254'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3254'RECOVERED IN GOOD CONDITION.
 AF3254
 AF3254                          STATION RECOVERY (1984)
 AF3254
 AF3254'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF3254'RECOVERED IN GOOD CONDITION.
 AF3254
 AF3254                          STATION RECOVERY (2001)
 AF3254
 AF3254'RECOVERY NOTE BY US POWER SQUADRON 2001 (JCK)
 AF3254'COVERED WITH STEEL PLATE AND MUD.
 AF3254
 AF3254                          STATION RECOVERY (2002)
 AF3254
 AF3254'RECOVERY NOTE BY US POWER SQUADRON 2002 (JCK)
 AF3254'CHECKED POSITION WITH DGPS, NOT FOUND
 AF3254
 AF3254                          STATION RECOVERY (2004)
 AF3254
 AF3254'RECOVERY NOTE BY US POWER SQUADRON 2004 (JCK)
 AF3254'GPS POSITION 27 27.444 N AND 080 19.430 W
 AF3254
 AF3254                          STATION RECOVERY (2005)
 AF3254
 AF3254'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JLM)
 AF3254'RECOVERED AS DESCRIBED.
 AF3254
 AF3254                          STATION RECOVERY (2018)
 AF3254
 AF3254'RECOVERY NOTE BY MORGAN AND EKLUND INC 2018 (PCV)
 AF3254'RECOVERED IN GOOD CONDITION.
 AF3254
 AF3254                          STATION RECOVERY (2020)
 AF3254
 AF3254'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF3254'THE SMALL DOCK AND THE MARINE RAILROAD HAVE BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4724 ***********************************************************************
 DM4724  DESIGNATION -  872 2274 A
 DM4724  PID         -  DM4724
 DM4724  STATE/COUNTY-  FL/ST LUCIE
 DM4724  COUNTRY     -  US
 DM4724  USGS QUAD   -  ANKONA (2018)
 DM4724
 DM4724                         *CURRENT SURVEY CONTROL
 DM4724  ______________________________________________________________________
 DM4724* NAD 83(1986) POSITION- 27 20 54.6    (N) 080 16 43.3    (W)   HD_HELD2
 DM4724* NAVD 88 ORTHO HEIGHT -     0.374 (meters)        1.23  (feet) ADJUSTED
 DM4724  ______________________________________________________________________
 DM4724  GEOID HEIGHT    -        -27.548 (meters)                     GEOID18
 DM4724  DYNAMIC HEIGHT  -          0.373 (meters)        1.22  (feet) COMP
 DM4724  MODELED GRAVITY -    979,136.6   (mgal)                       NAVD 88
 DM4724
 DM4724  VERT ORDER      -  SECOND    CLASS I
 DM4724
 DM4724.The horizontal coordinates were established by autonomous hand held GPS
 DM4724.observations and have an estimated accuracy of +/- 10 meters.
 DM4724
 DM4724.The orthometric height was determined by differential leveling and
 DM4724.adjusted by the NATIONAL GEODETIC SURVEY
 DM4724.in July 2011.
 DM4724
 DM4724.No vertical observational check was made to the station.
 DM4724
 DM4724.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4724.GEOID18 height accuracy estimate available here.
 DM4724
 DM4724.Click photographs - Photos may exist for this station.
 DM4724
 DM4724.The dynamic height is computed by dividing the NAVD 88
 DM4724.geopotential number by the normal gravity value computed on the
 DM4724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4724.degrees latitude (g = 980.6199 gals.).
 DM4724
 DM4724.The modeled gravity was interpolated from observed gravity values.
 DM4724
 DM4724;                    North         East    Units  Estimated Accuracy
 DM4724;SPC FL E     -   334,224.      271,368.      MT  (+/- 10 meters HH2 GPS)
 DM4724
 DM4724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7134325242(NAD 83)
 DM4724
 DM4724                          SUPERSEDED SURVEY CONTROL
 DM4724
 DM4724.No superseded survey control is available for this station.
 DM4724
 DM4724_STAMPING: 2274 A 1998
 DM4724_MARK LOGO: NGS
 DM4724_PROJECTION: FLUSH
 DM4724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4724+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2003
 DM4724_ROD/PIPE-DEPTH: 8.0 meters
 DM4724
 DM4724  HISTORY     - Date     Condition        Report By
 DM4724  HISTORY     - 1998     MONUMENTED       FLDEP
 DM4724  HISTORY     - 20030401 GOOD             FLDEP
 DM4724  HISTORY     - 20200606 MARK NOT FOUND   GEOCAC
 DM4724
 DM4724                          STATION DESCRIPTION
 DM4724
 DM4724'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DM4724'THE MARK IS ABOUT 7.1 MI (11.4 KM) SOUTH OF FORT PIERCE, 4.1 MI (6.6
 DM4724'KM) EAST OF WHITE CITY, IN SECTION 18, TOWNSHIP 36 SOUTH, RANGE 41
 DM4724'EAST.
 DM4724'
 DM4724'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND COUNTY
 DM4724'ROAD 712 IN WHITE CITY, GO EASTERLY ON COUNTY ROAD 712 FOR 2.0 MI (3.2
 DM4724'KM) TO THE JUNCTION OF COUNTY ROAD 707.  TURN RIGHT ON COUNTY ROAD 707
 DM4724'AND GO SOUTH FOR 2.5 MI (4.0 KM) TO THE JUNCTION OF A TRACK ROAD ON
 DM4724'THE RIGHT AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO
 DM4724'REFUSAL AT A DEPTH OF 26.4 FT (8.0 M) WITH A NATIONAL GEODETIC SURVEY
 DM4724'LOGO CAP PROJECTING 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE GROUND AND
 DM4724'ABOUT 30.0 FT (9.1 M) BELOW THE LEVEL OF COUNTY ROAD 707, THE DATUM
 DM4724'POINT IS RECESSED 0.9 FT (0.3 M) BELOW THE LEVEL OF THE NATIONAL
 DM4724'GEODETIC SURVEY LOGO CAP.
 DM4724'
 DM4724'THE MARK IS LOCATED ABOUT 117.5 FT (35.8 M) EAST OF TIDAL MARK 2274 B
 DM4724'1998, 75.7 FT (23.1 M) SOUTHEAST OF AND ACROSS COUNTY ROAD 707 FROM A
 DM4724'TRACK ROAD LEADING WEST, 45.9 FT (14.0 M) EAST OF THE CENTERLINE OF
 DM4724'COUNTY ROAD 707 AND 2.1 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST.
 DM4724'
 DM4724'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM4724'NATIONAL GEODETIC SURVEY LOGO CAP.
 DM4724'
 DM4724'NOTE A MAGNET WAS PLACED INSIDE THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DM4724
 DM4724                          STATION RECOVERY (2020)
 DM4724
 DM4724'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DM4724'MEASUREMENTS FELL UNDER A WALL OF CONCRETE BLOCKS SET IN THE GROUND
 DM4724'ALONG THE RIVER BANK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4723 ***********************************************************************
 DM4723  DESIGNATION -  872 2274 B
 DM4723  PID         -  DM4723
 DM4723  STATE/COUNTY-  FL/ST LUCIE
 DM4723  COUNTRY     -  US
 DM4723  USGS QUAD   -  ANKONA (2018)
 DM4723
 DM4723                         *CURRENT SURVEY CONTROL
 DM4723  ______________________________________________________________________
 DM4723* NAD 83(1986) POSITION- 27 20 54.63   (N) 080 16 44.80   (W)   HD_HELD1
 DM4723* NAVD 88 ORTHO HEIGHT -     6.234 (meters)       20.45  (feet) ADJUSTED
 DM4723  ______________________________________________________________________
 DM4723  GEOID HEIGHT    -        -27.547 (meters)                     GEOID18
 DM4723  DYNAMIC HEIGHT  -          6.224 (meters)       20.42  (feet) COMP
 DM4723  MODELED GRAVITY -    979,136.6   (mgal)                       NAVD 88
 DM4723
 DM4723  VERT ORDER      -  SECOND    CLASS I
 DM4723
 DM4723.The horizontal coordinates were determined by differentially corrected
 DM4723.hand held GPS observations or other comparable positioning techniques
 DM4723.and have an estimated accuracy of +/- 3 meters.
 DM4723
 DM4723.The orthometric height was determined by differential leveling and
 DM4723.adjusted by the NATIONAL GEODETIC SURVEY
 DM4723.in July 2011.
 DM4723
 DM4723.No vertical observational check was made to the station.
 DM4723
 DM4723.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4723.GEOID18 height accuracy estimate available here.
 DM4723
 DM4723.Click photographs - Photos may exist for this station.
 DM4723
 DM4723.The dynamic height is computed by dividing the NAVD 88
 DM4723.geopotential number by the normal gravity value computed on the
 DM4723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4723.degrees latitude (g = 980.6199 gals.).
 DM4723
 DM4723.The modeled gravity was interpolated from observed gravity values.
 DM4723
 DM4723;                    North         East    Units  Estimated Accuracy
 DM4723;SPC FL E     -   334,224.8     271,326.8     MT  (+/- 3 meters HH1 GPS) 
 DM4723
 DM4723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7130225242(NAD 83)
 DM4723
 DM4723                          SUPERSEDED SURVEY CONTROL
 DM4723
 DM4723.No superseded survey control is available for this station.
 DM4723
 DM4723_MARKER: F = FLANGE-ENCASED ROD
 DM4723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM4723_STAMPING: 2274 B 1998
 DM4723_MARK LOGO: NGS
 DM4723_PROJECTION: PROJECTING 5 CENTIMETERS
 DM4723_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4723+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2020
 DM4723_ROD/PIPE-DEPTH: 22.5 meters
 DM4723
 DM4723  HISTORY     - Date     Condition        Report By
 DM4723  HISTORY     - 1998     MONUMENTED       FLDEP
 DM4723  HISTORY     - 20030401 GOOD             FLDEP
 DM4723  HISTORY     - 20200606 GOOD             GEOCAC
 DM4723  HISTORY     - 20200819 GOOD             PICKET
 DM4723
 DM4723                          STATION DESCRIPTION
 DM4723
 DM4723'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DM4723'THE MARK IS ABOUT 7.1 MI (11.4 KM) SOUTH OF FORT PIERCE, 4.1 MI (6.6
 DM4723'KM) EAST OF WHITE CITY, IN SECTION 18, TOWNSHIP 36 SOUTH, RANGE 41
 DM4723'EAST.
 DM4723'
 DM4723'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND COUNTY
 DM4723'ROAD 712 IN WHITE CITY, GO EASTERLY ON COUNTY ROAD 712 FOR 2.0 MI (3.2
 DM4723'KM) TO THE JUNCTION OF COUNTY ROAD 707.  TURN RIGHT ON COUNTY ROAD 707
 DM4723'AND GO SOUTH FOR 2.5 MI (4.0 KM) TO THE JUNCTION OF A TRACK ROAD ON
 DM4723'THE RIGHT.  TURN RIGHT ON THE TRACK ROAD AND GO WESTERLY FOR 71.6 FT
 DM4723'(21.8 M) TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO
 DM4723'REFUSAL AT A DEPTH OF 73.8 FT (22.5 M) WITH A NATIONAL GEODETIC SURVEY
 DM4723'LOGO CAP PROJECTING 0.2 FT (6 CM) ABOVE THE LEVEL OF THE GROUND AND
 DM4723'ABOVE THE LEVEL OF THE TRACK ROAD.
 DM4723'
 DM4723'THE MARK IS LOCATED 133.0 FT (40.5 M) EAST-NORTHEAST OF TIDAL MARK
 DM4723'2274 C 1998, 71.6 FT (21.8 M) WEST OF THE CENTERLINE OF COUNTY ROAD
 DM4723'707, 9.5 FT (2.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE TRACK
 DM4723'ROAD, 1.7 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST AND 1.0 FT (0.3
 DM4723'M) WEST OF A GATE POST.
 DM4723'
 DM4723'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM4723'NATIONAL GEODETIC SURVEY LOGO CAP.
 DM4723'
 DM4723'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DM4723'MONUMENT.
 DM4723
 DM4723                          STATION RECOVERY (2020)
 DM4723
 DM4723'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DM4723'RECOVERED IN GOOD CONDITION.
 DM4723
 DM4723                          STATION RECOVERY (2020)
 DM4723
 DM4723'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2020 (JMC)
 DM4723'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4722 ***********************************************************************
 DM4722  DESIGNATION -  872 2274 C
 DM4722  PID         -  DM4722
 DM4722  STATE/COUNTY-  FL/ST LUCIE
 DM4722  COUNTRY     -  US
 DM4722  USGS QUAD   -  ANKONA (2018)
 DM4722
 DM4722                         *CURRENT SURVEY CONTROL
 DM4722  ______________________________________________________________________
 DM4722* NAD 83(1986) POSITION- 27 20 53.98   (N) 080 16 46.11   (W)   HD_HELD1
 DM4722* NAVD 88 ORTHO HEIGHT -     7.588 (meters)       24.90  (feet) ADJUSTED
 DM4722  ______________________________________________________________________
 DM4722  GEOID HEIGHT    -        -27.546 (meters)                     GEOID18
 DM4722  DYNAMIC HEIGHT  -          7.576 (meters)       24.86  (feet) COMP
 DM4722  MODELED GRAVITY -    979,136.6   (mgal)                       NAVD 88
 DM4722
 DM4722  VERT ORDER      -  SECOND    CLASS I
 DM4722
 DM4722.The horizontal coordinates were determined by differentially corrected
 DM4722.hand held GPS observations or other comparable positioning techniques
 DM4722.and have an estimated accuracy of +/- 3 meters.
 DM4722
 DM4722.The orthometric height was determined by differential leveling and
 DM4722.adjusted by the NATIONAL GEODETIC SURVEY
 DM4722.in March 2021.
 DM4722
 DM4722.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4722.GEOID18 height accuracy estimate available here.
 DM4722
 DM4722.Click photographs - Photos may exist for this station.
 DM4722
 DM4722.The dynamic height is computed by dividing the NAVD 88
 DM4722.geopotential number by the normal gravity value computed on the
 DM4722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4722.degrees latitude (g = 980.6199 gals.).
 DM4722
 DM4722.The modeled gravity was interpolated from observed gravity values.
 DM4722
 DM4722;                    North         East    Units  Estimated Accuracy
 DM4722;SPC FL E     -   334,204.6     271,290.9     MT  (+/- 3 meters HH1 GPS) 
 DM4722
 DM4722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7126625222(NAD 83)
 DM4722
 DM4722                          SUPERSEDED SURVEY CONTROL
 DM4722
 DM4722  NAVD 88 (07/14/11)    7.591  (m)           24.90   (f) SUPERSEDED  2 1
 DM4722
 DM4722.Superseded values are not recommended for survey control.
 DM4722
 DM4722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4722.See file dsdata.pdf to determine how the superseded data were derived.
 DM4722
 DM4722_MARKER: DJ = TIDAL STATION DISK
 DM4722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM4722_STAMPING: 2274 C 1998
 DM4722_MARK LOGO: NOS
 DM4722_PROJECTION: RECESSED 13 CENTIMETERS
 DM4722_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4722+STABILITY: SURFACE MOTION
 DM4722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4722+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2020
 DM4722
 DM4722  HISTORY     - Date     Condition        Report By
 DM4722  HISTORY     - 1998     MONUMENTED       FLDEP
 DM4722  HISTORY     - 20030401 GOOD             FLDEP
 DM4722  HISTORY     - 20200606 GOOD             GEOCAC
 DM4722  HISTORY     - 20200819 GOOD             PICKET
 DM4722
 DM4722                          STATION DESCRIPTION
 DM4722
 DM4722'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DM4722'THE MARK IS ABOUT 7.1 MI (11.4 KM) SOUTH OF FORT PIERCE, 4.1 MI (6.6
 DM4722'KM) EAST OF WHITE CITY, IN SECTION 18, TOWNSHIP 36 SOUTH, RANGE 41
 DM4722'EAST.
 DM4722'
 DM4722'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND COUNTY
 DM4722'ROAD 712 IN WHITE CITY, GO EASTERLY ON COUNTY ROAD 712 FOR 2.0 MI (3.2
 DM4722'KM) TO THE JUNCTION OF COUNTY ROAD 707.  TURN RIGHT ON COUNTY ROAD 707
 DM4722'AND GO SOUTH FOR 2.5 MI (4.0 KM) TO THE JUNCTION OF A TRACK ROAD ON
 DM4722'THE RIGHT.  TURN RIGHT ON THE TRACK ROAD AND GO WESTERLY FOR 0.05 MI
 DM4722'(0.1 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DM4722'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE TRACK ROAD.
 DM4722'
 DM4722'THE MARK IS LOCATED ABOUT 204.0 FT (62.2 M) WEST OF COUNTY ROAD 707,
 DM4722'148.4 FT (45.2 M) NORTH OF TIDAL MARK 2274 E 1998, 133.0 FT (40.5 M)
 DM4722'WEST-SOUTHWEST OF TIDAL MARK 2274 B 1998, 81.0 FT (24.7 M) NORTH OF
 DM4722'THE SOUTHWEST LEG OF THE METAL POWER POLE NUMBER B1007D6, 9.0 FT (2.7
 DM4722'M) EAST OF THE TRACK ROAD AND 1.6 FT (0.5 M) WEST OF A CARSONITE
 DM4722'WITNESS POST.
 DM4722'
 DM4722'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DM4722'MONUMENT.
 DM4722
 DM4722                          STATION RECOVERY (2020)
 DM4722
 DM4722'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DM4722'RECOVERED IN GOOD CONDITION.
 DM4722
 DM4722                          STATION RECOVERY (2020)
 DM4722
 DM4722'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2020 (JMC)
 DM4722'RECOVERED AS DESCRIBED.
 DM4722'
 DM4722'NOTE-BURIED MAGNET 0.7 FT (21 CM) DEEP ON SOUTH SIDE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4721 ***********************************************************************
 DM4721  DESIGNATION -  872 2274 D
 DM4721  PID         -  DM4721
 DM4721  STATE/COUNTY-  FL/ST LUCIE
 DM4721  COUNTRY     -  US
 DM4721  USGS QUAD   -  ANKONA (2018)
 DM4721
 DM4721                         *CURRENT SURVEY CONTROL
 DM4721  ______________________________________________________________________
 DM4721* NAD 83(1986) POSITION- 27 20 53.14   (N) 080 16 45.65   (W)   HD_HELD1
 DM4721* NAVD 88 ORTHO HEIGHT -     8.311 (meters)       27.27  (feet) ADJUSTED
 DM4721  ______________________________________________________________________
 DM4721  GEOID HEIGHT    -        -27.546 (meters)                     GEOID18
 DM4721  DYNAMIC HEIGHT  -          8.299 (meters)       27.23  (feet) COMP
 DM4721  MODELED GRAVITY -    979,136.6   (mgal)                       NAVD 88
 DM4721
 DM4721  VERT ORDER      -  SECOND    CLASS I
 DM4721
 DM4721.The horizontal coordinates were determined by differentially corrected
 DM4721.hand held GPS observations or other comparable positioning techniques
 DM4721.and have an estimated accuracy of +/- 3 meters.
 DM4721
 DM4721.The orthometric height was determined by differential leveling and
 DM4721.adjusted by the NATIONAL GEODETIC SURVEY
 DM4721.in July 2011.
 DM4721
 DM4721.No vertical observational check was made to the station.
 DM4721
 DM4721.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4721.GEOID18 height accuracy estimate available here.
 DM4721
 DM4721.Click photographs - Photos may exist for this station.
 DM4721
 DM4721.The dynamic height is computed by dividing the NAVD 88
 DM4721.geopotential number by the normal gravity value computed on the
 DM4721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4721.degrees latitude (g = 980.6199 gals.).
 DM4721
 DM4721.The modeled gravity was interpolated from observed gravity values.
 DM4721
 DM4721;                    North         East    Units  Estimated Accuracy
 DM4721;SPC FL E     -   334,178.8     271,303.7     MT  (+/- 3 meters HH1 GPS) 
 DM4721
 DM4721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7127925196(NAD 83)
 DM4721
 DM4721                          SUPERSEDED SURVEY CONTROL
 DM4721
 DM4721.No superseded survey control is available for this station.
 DM4721
 DM4721_MARKER: DJ = TIDAL STATION DISK
 DM4721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DM4721_SP_SET: POWER POLE FOOTING
 DM4721_STAMPING: 2274 D 1998
 DM4721_MARK LOGO: NOS
 DM4721_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4721+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2020
 DM4721
 DM4721  HISTORY     - Date     Condition        Report By
 DM4721  HISTORY     - 1998     MONUMENTED       FLDEP
 DM4721  HISTORY     - 20030401 GOOD             FLDEP
 DM4721  HISTORY     - 20200606 GOOD             GEOCAC
 DM4721  HISTORY     - 20200819 GOOD             PICKET
 DM4721
 DM4721                          STATION DESCRIPTION
 DM4721
 DM4721'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DM4721'THE MARK IS ABOUT 7.1 MI (11.4 KM) SOUTH OF FORT PIERCE, 4.1 MI (6.6
 DM4721'KM) EAST OF WHITE CITY, IN SECTION 18, TOWNSHIP 36 SOUTH, RANGE 41
 DM4721'EAST.
 DM4721'
 DM4721'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND COUNTY
 DM4721'ROAD 712 IN WHITE CITY, GO EASTERLY ON COUNTY ROAD 712 FOR 2.0 MI (3.2
 DM4721'KM) TO THE JUNCTION OF COUNTY ROAD 707.  TURN RIGHT ON COUNTY ROAD 707
 DM4721'AND GO SOUTH FOR 2.5 MI (4.0 KM) TO THE JUNCTION OF A TRACK ROAD ON
 DM4721'THE RIGHT.  TURN RIGHT ON THE TRACK ROAD AND GO WESTERLY FOR 0.05 MI
 DM4721'(0.1 KM) TO THE DEAD END AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 DM4721'ROUND CONCRETE FOOTING FOR A METAL POWER POLE 2.5 FT (0.8 M) ABOVE THE
 DM4721'LEVEL OF THE GROUND AND ABOVE THE LEVEL OF THE TRACK ROAD.
 DM4721'
 DM4721'THE MARK IS LOCATED ABOUT 168.0 FT (51.2 M) WEST OF COUNTY ROAD 707,
 DM4721'82.0 FT (25.0 M) NORTHEAST OF TIDAL MARK 2274 E 1998, 49.5 FT (15.1 M)
 DM4721'EAST OF THE DIM TRACK ROAD, 29.6 FT (9.0 M) NORTH-NORTHEAST OF THE
 DM4721'NORTHEAST CORNER OF A 5.0 FT (1.5 M) X 6.6 FT (2.0 M) ALUMINUM
 DM4721'BUILDING NUMBER H 30, 20.0 FT (6.1 M) NORTHEAST OF THE SOUTHEAST LEG
 DM4721'OF THE METAL POWER POLE NUMBER B107D6, 1.3 FT (0.4 M) SOUTHWEST OF THE
 DM4721'NORTHEAST LEG OF A METAL POWER POLE AND 0.9 FT (27 CM) NORTHEAST OF A
 DM4721'CARSONITE WITNESS POST.
 DM4721
 DM4721                          STATION RECOVERY (2020)
 DM4721
 DM4721'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DM4721'RECOVERED IN GOOD CONDITION.
 DM4721
 DM4721                          STATION RECOVERY (2020)
 DM4721
 DM4721'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2020 (JMC)
 DM4721'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4720 ***********************************************************************
 DM4720  DESIGNATION -  872 2274 E
 DM4720  PID         -  DM4720
 DM4720  STATE/COUNTY-  FL/ST LUCIE
 DM4720  COUNTRY     -  US
 DM4720  USGS QUAD   -  ANKONA (2018)
 DM4720
 DM4720                         *CURRENT SURVEY CONTROL
 DM4720  ______________________________________________________________________
 DM4720* NAD 83(1986) POSITION- 27 20 52.51   (N) 080 16 46.22   (W)   HD_HELD1
 DM4720* NAVD 88 ORTHO HEIGHT -     8.064 (meters)       26.46  (feet) ADJUSTED
 DM4720  ______________________________________________________________________
 DM4720  GEOID HEIGHT    -        -27.545 (meters)                     GEOID18
 DM4720  DYNAMIC HEIGHT  -          8.052 (meters)       26.42  (feet) COMP
 DM4720  MODELED GRAVITY -    979,136.5   (mgal)                       NAVD 88
 DM4720
 DM4720  VERT ORDER      -  SECOND    CLASS I
 DM4720
 DM4720.The horizontal coordinates were determined by differentially corrected
 DM4720.hand held GPS observations or other comparable positioning techniques
 DM4720.and have an estimated accuracy of +/- 3 meters.
 DM4720
 DM4720.The orthometric height was determined by differential leveling and
 DM4720.adjusted by the NATIONAL GEODETIC SURVEY
 DM4720.in March 2021.
 DM4720
 DM4720.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4720.GEOID18 height accuracy estimate available here.
 DM4720
 DM4720.Click photographs - Photos may exist for this station.
 DM4720
 DM4720.The dynamic height is computed by dividing the NAVD 88
 DM4720.geopotential number by the normal gravity value computed on the
 DM4720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4720.degrees latitude (g = 980.6199 gals.).
 DM4720
 DM4720.The modeled gravity was interpolated from observed gravity values.
 DM4720
 DM4720;                    North         East    Units  Estimated Accuracy
 DM4720;SPC FL E     -   334,159.4     271,288.1     MT  (+/- 3 meters HH1 GPS) 
 DM4720
 DM4720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7126325177(NAD 83)
 DM4720
 DM4720                          SUPERSEDED SURVEY CONTROL
 DM4720
 DM4720  NAVD 88 (07/14/11)    8.083  (m)           26.52   (f) SUPERSEDED  2 1
 DM4720
 DM4720.Superseded values are not recommended for survey control.
 DM4720
 DM4720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM4720.See file dsdata.pdf to determine how the superseded data were derived.
 DM4720
 DM4720_MARKER: DB = BENCH MARK DISK
 DM4720_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 DM4720_STAMPING: 2274 E 1998
 DM4720_MARK LOGO: NOS
 DM4720_PROJECTION: RECESSED 6 CENTIMETERS
 DM4720_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM4720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM4720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4720+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2020
 DM4720
 DM4720  HISTORY     - Date     Condition        Report By
 DM4720  HISTORY     - 1998     MONUMENTED       FLDEP
 DM4720  HISTORY     - 20030401 GOOD             FLDEP
 DM4720  HISTORY     - 20200606 MARK NOT FOUND   GEOCAC
 DM4720  HISTORY     - 20200819 GOOD             PICKET
 DM4720
 DM4720                          STATION DESCRIPTION
 DM4720
 DM4720'DESCRIBED BY FL DEPT OF ENV PRO 2003 (JLM)
 DM4720'THE MARK IS ABOUT 7.1 MI (11.4 KM) SOUTH OF FORT PIERCE, 4.1 MI (6.6
 DM4720'KM) EAST OF WHITE CITY, IN SECTION 18, TOWNSHIP 36 SOUTH, RANGE 41
 DM4720'EAST.
 DM4720'
 DM4720'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND COUNTY
 DM4720'ROAD 712 IN WHITE CITY, GO EASTERLY ON COUNTY ROAD 712 FOR 2.0 MI (3.2
 DM4720'KM) TO THE JUNCTION OF COUNTY ROAD 707.  TURN RIGHT ON COUNTY ROAD 707
 DM4720'AND GO SOUTH FOR 2.5 MI (4.0 KM) TO THE JUNCTION OF A TRACK ROAD ON
 DM4720'THE RIGHT.  TURN RIGHT ON THE TRACK ROAD AND GO WESTERLY FOR 0.05 MI
 DM4720'(0.1 KM) TO THE DEAD END AND THE MARK IN THE SOUTHWEST CORNER, SET IN
 DM4720'THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL
 DM4720'WITH THE TRACK ROAD.
 DM4720'
 DM4720'THE MARK IS LOCATED ABOUT 250.0 FT (76.2 M) WEST OF COUNTY ROAD 707,
 DM4720'148.4 FT (45.2 M) SOUTH OF TIDAL MARK 2274 C 1998, 82.0 FT (25.0 M)
 DM4720'SOUTHWEST OF TIDAL MARK 2274 D 1998, 72.0 FT (21.9 M) SOUTHWEST OF THE
 DM4720'SOUTHWEST METAL POWER POLE NUMBER B107D6, 48.8 FT (14.9 M) SOUTHWEST
 DM4720'OF BUILDING H 30, 2.0 FT (0.6 M) NORTH OF A ROUND CONCRETE POLE WITH A
 DM4720'TRANSFORMER ATTACHED AND 1.9 FT (0.6 M) NORTH OF A CARSONITE WITNESS
 DM4720'POST.
 DM4720'
 DM4720'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DM4720'MONUMENT.
 DM4720
 DM4720                          STATION RECOVERY (2020)
 DM4720
 DM4720'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DM4720'THE MARK WAS SEARCHED FOR AND NOT FOUND.
 DM4720
 DM4720                          STATION RECOVERY (2020)
 DM4720
 DM4720'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2020 (JMC)
 DM4720'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6591 ***********************************************************************
 DR6591  TIDAL BM    -  This is a Tidal Bench Mark.
 DR6591  DESIGNATION -  872 2274 F
 DR6591  PID         -  DR6591
 DR6591  STATE/COUNTY-  FL/ST LUCIE
 DR6591  COUNTRY     -  US
 DR6591  USGS QUAD   -  ANKONA (2018)
 DR6591
 DR6591                         *CURRENT SURVEY CONTROL
 DR6591  ______________________________________________________________________
 DR6591* NAD 83(1986) POSITION- 27 20 44.58   (N) 080 16 38.97   (W)   HD_HELD1
 DR6591* NAVD 88 ORTHO HEIGHT -     4.823 (meters)       15.82  (feet) ADJUSTED
 DR6591  ______________________________________________________________________
 DR6591  GEOID HEIGHT    -        -27.548 (meters)                     GEOID18
 DR6591  DYNAMIC HEIGHT  -          4.816 (meters)       15.80  (feet) COMP
 DR6591  MODELED GRAVITY -    979,136.3   (mgal)                       NAVD 88
 DR6591
 DR6591  VERT ORDER      -  SECOND    CLASS I
 DR6591
 DR6591.The horizontal coordinates were determined by differentially corrected
 DR6591.hand held GPS observations or other comparable positioning techniques
 DR6591.and have an estimated accuracy of +/- 3 meters.
 DR6591
 DR6591.The orthometric height was determined by differential leveling and
 DR6591.adjusted by the NATIONAL GEODETIC SURVEY
 DR6591.in March 2021.
 DR6591
 DR6591.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6591.GEOID18 height accuracy estimate available here.
 DR6591
 DR6591.This Tidal Bench Mark is designated as VM 24629
 DR6591.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR6591
 DR6591.Click photographs - Photos may exist for this station.
 DR6591
 DR6591.The dynamic height is computed by dividing the NAVD 88
 DR6591.geopotential number by the normal gravity value computed on the
 DR6591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6591.degrees latitude (g = 980.6199 gals.).
 DR6591
 DR6591.The modeled gravity was interpolated from observed gravity values.
 DR6591
 DR6591;                    North         East    Units  Estimated Accuracy
 DR6591;SPC FL E     -   333,916.4     271,488.8     MT  (+/- 3 meters HH1 GPS) 
 DR6591
 DR6591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7146424934(NAD 83)
 DR6591
 DR6591                          SUPERSEDED SURVEY CONTROL
 DR6591
 DR6591.No superseded survey control is available for this station.
 DR6591
 DR6591_MARKER: F = FLANGE-ENCASED ROD
 DR6591_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR6591_STAMPING: 2274 F 2021
 DR6591_MARK LOGO: FLDEP
 DR6591_PROJECTION: RECESSED 3 CENTIMETERS
 DR6591_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR6591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6591+SATELLITE: SATELLITE OBSERVATIONS - January 28, 2021
 DR6591_ROD/PIPE-DEPTH: 30.5 meters
 DR6591
 DR6591  HISTORY     - Date     Condition        Report By
 DR6591  HISTORY     - 20210128 MONUMENTED       PICKET
 DR6591
 DR6591                          STATION DESCRIPTION
 DR6591
 DR6591'DESCRIBED BY PICKETT AND ASSOCIATES 2021 (JMC)
 DR6591'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTH-SOUTHEAST OF FORT
 DR6591'PIERCE, 5.2 MI (8.4 KM) NORTH-NORTHWEST OF EDEN AND IN THE TOWN OF
 DR6591'ANKONA, FL.
 DR6591'
 DR6591'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND COUNTY
 DR6591'ROAD 712 (WEST MIDWAY ROAD) IN WHITE CITY, GO EASTERLY ON COUNTY ROAD
 DR6591'712 FOR 2.0 MI (3.2 KM) TO THE JUNCTION OF COUNTY ROAD 707 (SOUTH
 DR6591'INDIAN RIVER DRIVE).  TURN RIGHT ON COUNTY ROAD 707 AND GO SOUTH FOR
 DR6591'2.7 MI (4.3 KM) TO 7903 SOUTH INDIAN RIVER DRIVE AND THE MARK ON THE
 DR6591'LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 100 FT
 DR6591'(30.5 M) WITH A FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION LOGO
 DR6591'CAP RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL
 DR6591'WITH THE CENTERLINE OF INDIAN RIVER ROAD.
 DR6591'
 DR6591'THE MARK IS LOCATED ACROSS THE ROAD FROM THE DRIVEWAY TO THE RESIDENCE
 DR6591'AT 7903 SOUTH INDIAN RIVER DRIVE, 30 FT (9.1 M) NORTH-NORTHWEST OF THE
 DR6591'STEPS LEADING TO THE DOCK OF THE RESIDENCE, 6.0 FT (1.8 M) EAST OF
 DR6591'EAST WHITE STRIPE OF NORTH BOUND LANE OF SOUTH INDIAN RIVER DRIVE AND
 DR6591'6.3 FT (1.9 M) WEST OF A CARSONITE WITNESS POST.
 DR6591'
 DR6591'NOTE-A MAGNET WAS PLACED INSIDE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7547 ***********************************************************************
 AF7547  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7547  DESIGNATION -  872 2312 F TIDAL
 AF7547  PID         -  AF7547
 AF7547  STATE/COUNTY-  FL/ST LUCIE
 AF7547  COUNTRY     -  US
 AF7547  USGS QUAD   -  EDEN (2018)
 AF7547
 AF7547                         *CURRENT SURVEY CONTROL
 AF7547  ______________________________________________________________________
 AF7547* NAD 83(1986) POSITION- 27 17 11.     (N) 080 13 27.     (W)   SCALED
 AF7547* NAVD 88 ORTHO HEIGHT -     1.788 (meters)        5.87  (feet) ADJUSTED
 AF7547  ______________________________________________________________________
 AF7547  GEOID HEIGHT    -        -27.646 (meters)                     GEOID18
 AF7547  DYNAMIC HEIGHT  -          1.785 (meters)        5.86  (feet) COMP
 AF7547  MODELED GRAVITY -    979,129.5   (mgal)                       NAVD 88
 AF7547
 AF7547  VERT ORDER      -  SECOND    CLASS I
 AF7547
 AF7547.The horizontal coordinates were scaled from a map and have
 AF7547.an estimated accuracy of +/- 6 seconds.
 AF7547
 AF7547.The orthometric height was determined by differential leveling and
 AF7547.adjusted by the NATIONAL GEODETIC SURVEY
 AF7547.in September 1996.
 AF7547
 AF7547.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7547.GEOID18 height accuracy estimate available here.
 AF7547
 AF7547.This Tidal Bench Mark is designated as VM 18070
 AF7547.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7547
 AF7547.Click photographs - Photos may exist for this station.
 AF7547
 AF7547.The dynamic height is computed by dividing the NAVD 88
 AF7547.geopotential number by the normal gravity value computed on the
 AF7547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7547.degrees latitude (g = 980.6199 gals.).
 AF7547
 AF7547.The modeled gravity was interpolated from observed gravity values.
 AF7547
 AF7547;                    North         East    Units  Estimated Accuracy
 AF7547;SPC FL E     -   327,370.      276,810.      MT  (+/- 180 meters Scaled)
 AF7547
 AF7547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL767183(NAD 83)
 AF7547
 AF7547                          SUPERSEDED SURVEY CONTROL
 AF7547
 AF7547  NGVD 29 (09/01/92)    2.241  (m)            7.35   (f) ADJUSTED    2 1
 AF7547
 AF7547.Superseded values are not recommended for survey control.
 AF7547
 AF7547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7547.See file dsdata.pdf to determine how the superseded data were derived.
 AF7547
 AF7547_STAMPING: 2312 F 1986
 AF7547_MARK LOGO: NOS
 AF7547
 AF7547  HISTORY     - Date     Condition        Report By
 AF7547  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7547  HISTORY     - 20200613 MARK NOT FOUND   GEOCAC
 AF7547
 AF7547                          STATION DESCRIPTION
 AF7547
 AF7547'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7547'2.35 MI NORTH FROM JENSEN BEACH.
 AF7547'BEGIN AT THE MARTIN/ST.  LUCIE COUNTY LINE ALONG STATE ROAD A1A NORTH
 AF7547'OF JENSEN BEACH, GO 1.8 MILES NORTH ON A1A TO THE ENTRANCE TO NETTLES
 AF7547'ISLAND RESORT (OUTDOOR RESORTS OF AMERICA), GO 0.7 MILE WEST ON
 AF7547'NETTLES ISLAND BOULEVARD TO SOUTH DAKOTA AVENUE, GO 0.15 MILE NORTH
 AF7547'ON SOUTH DAKOTA AVENUE TO MICHIGAN AVENUE, GO 0.15 MILE WEST ON
 AF7547'MICHIGAN AVENUE TO A SMALL BRIDGE OVER A CANAL AND THE MARK.  THE
 AF7547'MARK IS AT THE NORTHWEST CORNER OF THE BRIDGE, 10.4 FEET NORTH OF THE
 AF7547'CENTERLINE OF THE ROAD, 1.4 FEET WEST OF THE WEST END OF THE BRIDGE
 AF7547'RAIL, 64.8 FEET EAST OF THE CENTERLINE OF WASHINGTON LOOP AND ABOUT
 AF7547'500 FEET SOUTH OF BENCH MARK NO 4 1972.
 AF7547'THE MARK IS ABOVE LEVEL WITH ROAD.
 AF7547
 AF7547                          STATION RECOVERY (2020)
 AF7547
 AF7547'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF7547'THE AREA HAS BEEN REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7548 ***********************************************************************
 AF7548  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7548  DESIGNATION -  872 2312 G TIDAL
 AF7548  PID         -  AF7548
 AF7548  STATE/COUNTY-  FL/ST LUCIE
 AF7548  COUNTRY     -  US
 AF7548  USGS QUAD   -  EDEN (2018)
 AF7548
 AF7548                         *CURRENT SURVEY CONTROL
 AF7548  ______________________________________________________________________
 AF7548* NAD 83(1986) POSITION- 27 17 09.2    (N) 080 13 27.3    (W)   HD_HELD2
 AF7548* NAVD 88 ORTHO HEIGHT -     1.271 (meters)        4.17  (feet) ADJUSTED
 AF7548  ______________________________________________________________________
 AF7548  GEOID HEIGHT    -        -27.645 (meters)                     GEOID18
 AF7548  DYNAMIC HEIGHT  -          1.269 (meters)        4.16  (feet) COMP
 AF7548  MODELED GRAVITY -    979,129.5   (mgal)                       NAVD 88
 AF7548
 AF7548  VERT ORDER      -  SECOND    CLASS I
 AF7548
 AF7548.The horizontal coordinates were established by autonomous hand held GPS
 AF7548.observations and have an estimated accuracy of +/- 10 meters.
 AF7548
 AF7548.The orthometric height was determined by differential leveling and
 AF7548.adjusted by the NATIONAL GEODETIC SURVEY
 AF7548.in September 1996.
 AF7548
 AF7548.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7548.GEOID18 height accuracy estimate available here.
 AF7548
 AF7548.This Tidal Bench Mark is designated as VM 18071
 AF7548.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7548
 AF7548.Click photographs - Photos may exist for this station.
 AF7548
 AF7548.The dynamic height is computed by dividing the NAVD 88
 AF7548.geopotential number by the normal gravity value computed on the
 AF7548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7548.degrees latitude (g = 980.6199 gals.).
 AF7548
 AF7548.The modeled gravity was interpolated from observed gravity values.
 AF7548
 AF7548;                    North         East    Units  Estimated Accuracy
 AF7548;SPC FL E     -   327,319.      276,798.      MT  (+/- 10 meters HH2 GPS)
 AF7548
 AF7548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7677118338(NAD 83)
 AF7548
 AF7548                          SUPERSEDED SURVEY CONTROL
 AF7548
 AF7548  NGVD 29 (09/01/92)    1.724  (m)            5.66   (f) ADJUSTED    2 1
 AF7548
 AF7548.Superseded values are not recommended for survey control.
 AF7548
 AF7548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7548.See file dsdata.pdf to determine how the superseded data were derived.
 AF7548
 AF7548_MARKER: DB = BENCH MARK DISK
 AF7548_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AF7548_STAMPING: 2312 G 1986
 AF7548_MARK LOGO: NOS
 AF7548_PROJECTION: FLUSH
 AF7548_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7548_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF7548_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF7548+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2020
 AF7548_ROD/PIPE-DEPTH: 19.5 meters
 AF7548
 AF7548  HISTORY     - Date     Condition        Report By
 AF7548  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7548  HISTORY     - 20050930 GOOD             FLDEP
 AF7548  HISTORY     - 20200613 GOOD             GEOCAC
 AF7548
 AF7548                          STATION DESCRIPTION
 AF7548
 AF7548'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7548'2.3 MI NNW FROM JENSEN BEACH.
 AF7548'BEGIN AT THE MARTIN/ST.  LUCIE COUNTY LINE ALONG STATE ROAD A1A NORTH
 AF7548'OF JENSEN BEACH, GO 1.8 MILES NORTH ON A1A TO THE ENTRANCE TO NETTLES
 AF7548'ISLAND RESORT (OUTDOOR RESORTS OF AMERICA), GO 0.8 MILE WEST ON
 AF7548'NETTLES ISLAND BOULEVARD TO THE RECREATION AREA AND THE MARK.  THE
 AF7548'MARK BEARS 20 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE BOULEVARD,
 AF7548'107 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE CLUBHOUSE, 28.1
 AF7548'FEET NORTH OF THE CENTERLINE OF THE SOUTH DRIVEWAY FOR THE PARKING
 AF7548'LOT, AND 1 FOOT NORTH OF THE INSIDE CORNER OF THE SOUTHEAST TRAFFIC
 AF7548'ISLAND IN THE PARKING LOT.
 AF7548
 AF7548                          STATION RECOVERY (2005)
 AF7548
 AF7548'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF7548'RECOVERED AS DESCRIBED.
 AF7548
 AF7548                          STATION RECOVERY (2020)
 AF7548
 AF7548'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF7548'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6937 ***********************************************************************
 AF6937  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6937  DESIGNATION -  872 2312 TIDAL 1
 AF6937  PID         -  AF6937
 AF6937  STATE/COUNTY-  FL/ST LUCIE
 AF6937  COUNTRY     -  US
 AF6937  USGS QUAD   -  EDEN (2018)
 AF6937
 AF6937                         *CURRENT SURVEY CONTROL
 AF6937  ______________________________________________________________________
 AF6937* NAD 83(1986) POSITION- 27 17 15.     (N) 080 13 27.     (W)   SCALED
 AF6937* NAVD 88 ORTHO HEIGHT -     1.063 (meters)        3.49  (feet) ADJUSTED
 AF6937  ______________________________________________________________________
 AF6937  GEOID HEIGHT    -        -27.646 (meters)                     GEOID18
 AF6937  DYNAMIC HEIGHT  -          1.061 (meters)        3.48  (feet) COMP
 AF6937  MODELED GRAVITY -    979,129.7   (mgal)                       NAVD 88
 AF6937
 AF6937  VERT ORDER      -  SECOND    CLASS I
 AF6937
 AF6937.The horizontal coordinates were scaled from a map and have
 AF6937.an estimated accuracy of +/- 6 seconds.
 AF6937
 AF6937.The orthometric height was determined by differential leveling and
 AF6937.adjusted by the NATIONAL GEODETIC SURVEY
 AF6937.in June 1991.
 AF6937
 AF6937.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6937.GEOID18 height accuracy estimate available here.
 AF6937
 AF6937.This Tidal Bench Mark is designated as VM 10795
 AF6937.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6937
 AF6937.Click photographs - Photos may exist for this station.
 AF6937
 AF6937.The dynamic height is computed by dividing the NAVD 88
 AF6937.geopotential number by the normal gravity value computed on the
 AF6937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6937.degrees latitude (g = 980.6199 gals.).
 AF6937
 AF6937.The modeled gravity was interpolated from observed gravity values.
 AF6937
 AF6937;                    North         East    Units  Estimated Accuracy
 AF6937;SPC FL E     -   327,500.      276,810.      MT  (+/- 180 meters Scaled)
 AF6937
 AF6937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL767185(NAD 83)
 AF6937
 AF6937                          SUPERSEDED SURVEY CONTROL
 AF6937
 AF6937  NGVD 29 (09/01/92)    1.515  (m)            4.97   (f) ADJUSTED    2 1
 AF6937
 AF6937.Superseded values are not recommended for survey control.
 AF6937
 AF6937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6937.See file dsdata.pdf to determine how the superseded data were derived.
 AF6937
 AF6937_MARKER: DB = BENCH MARK DISK
 AF6937_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6937_SP_SET: SEAWALL
 AF6937_STAMPING: NO 1 1972
 AF6937_MARK LOGO: CGS
 AF6937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6937+STABILITY: SURFACE MOTION
 AF6937
 AF6937  HISTORY     - Date     Condition        Report By
 AF6937  HISTORY     - 1972     MONUMENTED       NOS
 AF6937  HISTORY     - 1980     GOOD             FLDNR
 AF6937  HISTORY     - 1986     GOOD             FLDNR
 AF6937  HISTORY     - 1989     GOOD             USPSQD
 AF6937  HISTORY     - 1991     GOOD             USPSQD
 AF6937  HISTORY     - 20200613 MARK NOT FOUND   GEOCAC
 AF6937
 AF6937                          STATION DESCRIPTION
 AF6937
 AF6937'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6937'2.4 MI NNW FROM JENSEN BEACH.
 AF6937'THE BENCH MARK IS SET FLUSH IN THE TOP OF A CONCRETE BULKHEAD WHICH
 AF6937'ENCIRCLES THE ENTIRE ISLAND, AT THE EXTREME NORTHWEST CORNER OF THE
 AF6937'ISLAND, 171 FEET SOUTHWEST OF BENCH MARK NO 2 1972, 34.8 FEET
 AF6937'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE BULKHEAD, AND 0.8 FOOT
 AF6937'FROM THE SEAWARD EDGE OF THE BULKHEAD.
 AF6937
 AF6937                          STATION RECOVERY (1986)
 AF6937
 AF6937'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6937'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT A NEW TO REACH
 AF6937'DESCRIPTION FOLLOWS.  BEGIN AT THE MARTIN/ST.  LUCIE COUNTY LINE
 AF6937'ALONG STATE HIGHWAY A1A NORTH OF JENSEN BEACH, GO 1.8 MILES NORTH ON
 AF6937'A1A TO THE ENTRANCE TO NETTLES ISLAND RESORT (OUTDOOR RESORTS OF
 AF6937'AMERICA), GO 0.7 MILE WEST ON NETTLES ISLAND BOULEVARD TO THE
 AF6937'INTERSECTION OF SOUTH DAKOTA AVENUE, GO 0.17 MILE NORTH ON SOUTH
 AF6937'DAKOTA AVENUE TO MICHIGAN AVENUE, GO 0.15 MILE WEST ON MICHIGAN
 AF6937'AVENUE TO ITS JUNCTION WITH WASHINGTON LOOP, GO 0.1 MILE NORTH AND
 AF6937'0.1 MILE WEST ON WASHINGTON LOOP TO THE NORTHWEST CORNER OF NETTLES
 AF6937'ISLAND AND THE MARK VICINITY.
 AF6937
 AF6937                          STATION RECOVERY (1989)
 AF6937
 AF6937'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6937'RECOVERED IN GOOD CONDITION.
 AF6937
 AF6937                          STATION RECOVERY (1991)
 AF6937
 AF6937'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6937'RECOVERED IN GOOD CONDITION.
 AF6937
 AF6937                          STATION RECOVERY (2020)
 AF6937
 AF6937'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6937'THE SEAWALL IN THE DESCRIBED LOCATION HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6936 ***********************************************************************
 AF6936  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6936  DESIGNATION -  872 2312 TIDAL 2
 AF6936  PID         -  AF6936
 AF6936  STATE/COUNTY-  FL/ST LUCIE
 AF6936  COUNTRY     -  US
 AF6936  USGS QUAD   -  EDEN (2018)
 AF6936
 AF6936                         *CURRENT SURVEY CONTROL
 AF6936  ______________________________________________________________________
 AF6936* NAD 83(1986) POSITION- 27 17 15.     (N) 080 13 27.     (W)   SCALED
 AF6936* NAVD 88 ORTHO HEIGHT -     1.080 (meters)        3.54  (feet) ADJUSTED
 AF6936  ______________________________________________________________________
 AF6936  GEOID HEIGHT    -        -27.646 (meters)                     GEOID18
 AF6936  DYNAMIC HEIGHT  -          1.078 (meters)        3.54  (feet) COMP
 AF6936  MODELED GRAVITY -    979,129.7   (mgal)                       NAVD 88
 AF6936
 AF6936  VERT ORDER      -  SECOND    CLASS I
 AF6936
 AF6936.The horizontal coordinates were scaled from a map and have
 AF6936.an estimated accuracy of +/- 6 seconds.
 AF6936
 AF6936.The orthometric height was determined by differential leveling and
 AF6936.adjusted by the NATIONAL GEODETIC SURVEY
 AF6936.in June 1991.
 AF6936
 AF6936.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6936.GEOID18 height accuracy estimate available here.
 AF6936
 AF6936.This Tidal Bench Mark is designated as VM 10796
 AF6936.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6936
 AF6936.Click photographs - Photos may exist for this station.
 AF6936
 AF6936.The dynamic height is computed by dividing the NAVD 88
 AF6936.geopotential number by the normal gravity value computed on the
 AF6936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6936.degrees latitude (g = 980.6199 gals.).
 AF6936
 AF6936.The modeled gravity was interpolated from observed gravity values.
 AF6936
 AF6936;                    North         East    Units  Estimated Accuracy
 AF6936;SPC FL E     -   327,500.      276,810.      MT  (+/- 180 meters Scaled)
 AF6936
 AF6936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL767185(NAD 83)
 AF6936
 AF6936                          SUPERSEDED SURVEY CONTROL
 AF6936
 AF6936  NGVD 29 (09/01/92)    1.533  (m)            5.03   (f) ADJUSTED    2 1
 AF6936
 AF6936.Superseded values are not recommended for survey control.
 AF6936
 AF6936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6936.See file dsdata.pdf to determine how the superseded data were derived.
 AF6936
 AF6936_MARKER: DB = BENCH MARK DISK
 AF6936_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6936_SP_SET: SEAWALL
 AF6936_STAMPING: NO 2 1972
 AF6936_MARK LOGO: CGS
 AF6936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6936+STABILITY: SURFACE MOTION
 AF6936
 AF6936  HISTORY     - Date     Condition        Report By
 AF6936  HISTORY     - 1972     MONUMENTED       NOS
 AF6936  HISTORY     - 1980     GOOD             FLDNR
 AF6936  HISTORY     - 1986     GOOD             FLDNR
 AF6936  HISTORY     - 1989     GOOD             USPSQD
 AF6936  HISTORY     - 1991     GOOD             USPSQD
 AF6936  HISTORY     - 20200613 MARK NOT FOUND   GEOCAC
 AF6936
 AF6936                          STATION DESCRIPTION
 AF6936
 AF6936'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6936'2.4 MI NNW FROM JENSEN BEACH.
 AF6936'THE BENCH MARK IS SET FLUSH IN THE TOP OF A CONCRETE BULKHEAD WHICH
 AF6936'ENCIRCLES THE ENTIRE ISLAND NEAR THE NORTHWEST CORNER OF THE ISLAND,
 AF6936'301.7 FEET WEST-SOUTHWEST OF BENCH MARK NO 3 1972, 168.2 FEET
 AF6936'EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE BULKHEAD, AND 0.8 FOOT
 AF6936'SOUTH OF THE NORTH EDGE OF THE BULKHEAD.
 AF6936
 AF6936                          STATION RECOVERY (1986)
 AF6936
 AF6936'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6936'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT A NEW TO REACH
 AF6936'DESCRIPTION FOLLOWS.  BEGIN AT THE MARTIN/ST.  LUCIE COUNTY LINE
 AF6936'ALONG STATE HIGHWAY A1A NORTH OF JENSEN BEACH, GO 1.8 MILES NORTH ON
 AF6936'A1A TO THE ENTRANCE TO NETTLES ISLAND RESORT (OUTDOOR RESORTS OF
 AF6936'AMERICA), GO 0.7 MILE WEST ON NETTLES ISLAND BOULEVARD TO THE
 AF6936'INTERSECTION OF SOUTH DAKOTA AVENUE, GO 0.17 MILE NORTH ON SOUTH
 AF6936'DAKOTA AVENUE TO MICHIGAN AVENUE, GO 0.15 MILE WEST ON MICHIGAN
 AF6936'AVENUE TO ITS JUNCTION WITH WASHINGTON LOOP, GO 0.1 MILE NORTH AND
 AF6936'0.1 MILE WEST ON WASHINGTON LOOP TO THE NORTHWEST CORNER OF NETTLES
 AF6936'ISLAND AND THE MARK VICINITY.
 AF6936
 AF6936                          STATION RECOVERY (1989)
 AF6936
 AF6936'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6936'RECOVERED IN GOOD CONDITION.
 AF6936
 AF6936                          STATION RECOVERY (1991)
 AF6936
 AF6936'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6936'RECOVERED IN GOOD CONDITION.
 AF6936
 AF6936                          STATION RECOVERY (2020)
 AF6936
 AF6936'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6936'THE SEAWALL IN THE LOCATION DESCRIBED HAS BEEN COVERED WITH DECORATIVE
 AF6936'CERAMIC TILE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6806 ***********************************************************************
 AF6806  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6806  DESIGNATION -  872 2312 TIDAL 3
 AF6806  PID         -  AF6806
 AF6806  STATE/COUNTY-  FL/ST LUCIE
 AF6806  COUNTRY     -  US
 AF6806  USGS QUAD   -  EDEN (2018)
 AF6806
 AF6806                         *CURRENT SURVEY CONTROL
 AF6806  ______________________________________________________________________
 AF6806* NAD 83(1986) POSITION- 27 17 15.0    (N) 080 13 36.1    (W)   HD_HELD2
 AF6806* NAVD 88 ORTHO HEIGHT -     1.055 (meters)        3.46  (feet) ADJUSTED
 AF6806  ______________________________________________________________________
 AF6806  GEOID HEIGHT    -        -27.639 (meters)                     GEOID18
 AF6806  DYNAMIC HEIGHT  -          1.053 (meters)        3.45  (feet) COMP
 AF6806  MODELED GRAVITY -    979,129.7   (mgal)                       NAVD 88
 AF6806
 AF6806  VERT ORDER      -  SECOND    CLASS I
 AF6806
 AF6806.The horizontal coordinates were established by autonomous hand held GPS
 AF6806.observations and have an estimated accuracy of +/- 10 meters.
 AF6806
 AF6806.The orthometric height was determined by differential leveling and
 AF6806.adjusted by the NATIONAL GEODETIC SURVEY
 AF6806.in March 2011.
 AF6806
 AF6806.No vertical observational check was made to the station.
 AF6806
 AF6806.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6806.GEOID18 height accuracy estimate available here.
 AF6806
 AF6806.This Tidal Bench Mark is designated as VM 10797
 AF6806.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6806
 AF6806.Click photographs - Photos may exist for this station.
 AF6806
 AF6806.The dynamic height is computed by dividing the NAVD 88
 AF6806.geopotential number by the normal gravity value computed on the
 AF6806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6806.degrees latitude (g = 980.6199 gals.).
 AF6806
 AF6806.The modeled gravity was interpolated from observed gravity values.
 AF6806
 AF6806;                    North         East    Units  Estimated Accuracy
 AF6806;SPC FL E     -   327,496.      276,555.      MT  (+/- 10 meters HH2 GPS)
 AF6806
 AF6806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7652818515(NAD 83)
 AF6806
 AF6806                          SUPERSEDED SURVEY CONTROL
 AF6806
 AF6806  NAVD 88 (09/06/96)    1.085  (m)            3.56   (f) SUPERSEDED  2 1
 AF6806  NAVD 88 (06/15/91)    1.095  (m)            3.59   (f) SUPERSEDED  2 1
 AF6806  NGVD 29 (09/01/92)    1.538  (m)            5.05   (f) ADJUSTED    2 1
 AF6806
 AF6806.Superseded values are not recommended for survey control.
 AF6806
 AF6806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6806.See file dsdata.pdf to determine how the superseded data were derived.
 AF6806
 AF6806_MARKER: DB = BENCH MARK DISK
 AF6806_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6806_SP_SET: RETAINING WALL
 AF6806_STAMPING: NO 3 1972
 AF6806_MARK LOGO: CGS
 AF6806_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6806+STABILITY: SURFACE MOTION
 AF6806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6806+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2020
 AF6806
 AF6806  HISTORY     - Date     Condition        Report By
 AF6806  HISTORY     - 1972     MONUMENTED       NOS
 AF6806  HISTORY     - 1979     GOOD             FLDNR
 AF6806  HISTORY     - 1986     GOOD             FLDNR
 AF6806  HISTORY     - 1989     GOOD             USPSQD
 AF6806  HISTORY     - 1991     GOOD             USPSQD
 AF6806  HISTORY     - 20050916 GOOD             FLDEP
 AF6806  HISTORY     - 20200613 GOOD             GEOCAC
 AF6806
 AF6806                          STATION DESCRIPTION
 AF6806
 AF6806'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6806'2.4 MI NNW FROM JENSEN BEACH.
 AF6806'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 707 AND STATE HIGHWAY 707A,
 AF6806'PROCEED 1.9 MILES EAST ALONG STATE HIGHWAY 707A TO THE INTERSECTION
 AF6806'OF STATE HIGHWAY A1A, GO NORTH ON STATE HIGHWAY A1A FOR 1.95 MILES TO
 AF6806'THE ENTRANCE OF NETTLES ISLAND, OWNED BY OUTDOOR RESORTS OF AMERICA,
 AF6806'ABOUT 1.4 MILES NORTH OF THE MARTIN-ST LUCIE COUNTY LINE, GO 1.0 MILE
 AF6806'WEST AND NORTHWEST TO THE NORTHWEST CORNER OF THE ISLAND. THE MARK IS
 AF6806'SET FLUSH IN THE TOP OF A CONCRETE SEAWALL WHICH ENCIRCLES THE ENTIRE
 AF6806'ISLAND. THE MARK BEARS 71.4 FEET WEST SOUTHWEST OF A CANAL, 0.7 FOOT
 AF6806'SOUTH OF THE NORTH EDGE OF THE SEAWALL, AND NEAR THE NORTHWEST CORNER
 AF6806'OF THE ISLAND IN FRONT OF THE FIRST TRAILER LOT WEST OF THE CORNER OF
 AF6806'THE ISLAND.
 AF6806
 AF6806                          STATION RECOVERY (1986)
 AF6806
 AF6806'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6806'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT A NEW TO REACH
 AF6806'DESCRIPTION FOLLOWS.  BEGIN AT THE MARTIN/ST.  LUCIE COUNTY LINE
 AF6806'ALONG STATE HIGHWAY A1A NORTH OF JENSEN BEACH, GO 1.8 MILES NORTH ON
 AF6806'A1A TO THE ENTRANCE TO NETTLES ISLAND RESORT (OUTDOOR RESORTS OF
 AF6806'AMERICA), GO 0.7 MILE WEST ON NETTLES ISLAND BOULEVARD TO THE
 AF6806'INTERSECTION OF SOUTH DAKOTA AVENUE, GO 0.17 MILE NORTH ON SOUTH
 AF6806'DAKOTA AVENUE TO MICHIGAN AVENUE, GO 0.15 MILE WEST ON MICHIGAN
 AF6806'AVENUE TO ITS JUNCTION WITH WASHINGTON LOOP, GO 0.1 MILE NORTH AND
 AF6806'0.1 MILE WEST ON WASHINGTON LOOP TO THE NORTHWEST CORNER OF NETTLES
 AF6806'ISLAND AND THE MARK VICINITY.
 AF6806
 AF6806                          STATION RECOVERY (1989)
 AF6806
 AF6806'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6806'RECOVERED IN GOOD CONDITION.
 AF6806
 AF6806                          STATION RECOVERY (1991)
 AF6806
 AF6806'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6806'RECOVERED IN GOOD CONDITION.
 AF6806
 AF6806                          STATION RECOVERY (2005)
 AF6806
 AF6806'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6806'RECOVERED AS DESCRIBED.
 AF6806
 AF6806                          STATION RECOVERY (2020)
 AF6806
 AF6806'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6806'THE MARK IS SET IN THE TOP OF THE OLD SEAWALL, 3.6 FT (1.1 M)
 AF6806'SOUTH-SOUTHEAST OF THE NORTHWEST EDGE OF THE NEW SEAWALL AND IN THE
 AF6806'REAR OF LOT 13.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6805 ***********************************************************************
 AF6805  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6805  DESIGNATION -  872 2312 TIDAL 4
 AF6805  PID         -  AF6805
 AF6805  STATE/COUNTY-  FL/ST LUCIE
 AF6805  COUNTRY     -  US
 AF6805  USGS QUAD   -  EDEN (2018)
 AF6805
 AF6805                         *CURRENT SURVEY CONTROL
 AF6805  ______________________________________________________________________
 AF6805* NAD 83(1986) POSITION- 27 17 15.     (N) 080 13 34.     (W)   SCALED
 AF6805* NAVD 88 ORTHO HEIGHT -     1.065 (meters)        3.49  (feet) ADJUSTED
 AF6805  ______________________________________________________________________
 AF6805  GEOID HEIGHT    -        -27.641 (meters)                     GEOID18
 AF6805  DYNAMIC HEIGHT  -          1.064 (meters)        3.49  (feet) COMP
 AF6805  MODELED GRAVITY -    979,129.7   (mgal)                       NAVD 88
 AF6805
 AF6805  VERT ORDER      -  SECOND    CLASS I
 AF6805
 AF6805.The horizontal coordinates were scaled from a map and have
 AF6805.an estimated accuracy of +/- 6 seconds.
 AF6805
 AF6805.The orthometric height was determined by differential leveling and
 AF6805.adjusted by the NATIONAL GEODETIC SURVEY
 AF6805.in March 2011.
 AF6805
 AF6805.No vertical observational check was made to the station.
 AF6805
 AF6805.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6805.GEOID18 height accuracy estimate available here.
 AF6805
 AF6805.This Tidal Bench Mark is designated as VM 10798
 AF6805.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6805
 AF6805.Click photographs - Photos may exist for this station.
 AF6805
 AF6805.The dynamic height is computed by dividing the NAVD 88
 AF6805.geopotential number by the normal gravity value computed on the
 AF6805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6805.degrees latitude (g = 980.6199 gals.).
 AF6805
 AF6805.The modeled gravity was interpolated from observed gravity values.
 AF6805
 AF6805;                    North         East    Units  Estimated Accuracy
 AF6805;SPC FL E     -   327,500.      276,610.      MT  (+/- 180 meters Scaled)
 AF6805
 AF6805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL765185(NAD 83)
 AF6805
 AF6805                          SUPERSEDED SURVEY CONTROL
 AF6805
 AF6805  NAVD 88 (06/15/91)    1.082  (m)            3.55   (f) SUPERSEDED  2 1
 AF6805  NGVD 29 (09/01/92)    1.535  (m)            5.04   (f) ADJUSTED    2 1
 AF6805
 AF6805.Superseded values are not recommended for survey control.
 AF6805
 AF6805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6805.See file dsdata.pdf to determine how the superseded data were derived.
 AF6805
 AF6805_MARKER: DB = BENCH MARK DISK
 AF6805_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6805_SP_SET: RETAINING WALL
 AF6805_STAMPING: NO 4 1972
 AF6805_MARK LOGO: CGS
 AF6805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6805+STABILITY: SURFACE MOTION
 AF6805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6805+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2005
 AF6805
 AF6805  HISTORY     - Date     Condition        Report By
 AF6805  HISTORY     - 1972     MONUMENTED       NOS
 AF6805  HISTORY     - 1979     GOOD             FLDNR
 AF6805  HISTORY     - 1980     GOOD             FLDNR
 AF6805  HISTORY     - 1986     GOOD             FLDNR
 AF6805  HISTORY     - 1989     GOOD             USPSQD
 AF6805  HISTORY     - 1991     GOOD             USPSQD
 AF6805  HISTORY     - 20050916 GOOD             FLDEP
 AF6805  HISTORY     - 20200613 MARK NOT FOUND   GEOCAC
 AF6805
 AF6805                          STATION DESCRIPTION
 AF6805
 AF6805'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6805'2.4 MI NNW FROM JENSEN BEACH.
 AF6805'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 707 AND STATE HIGHWAY 707A,
 AF6805'PROCEED 1.9 MILES EAST ALONG STATE HIGHWAY 707A TO THE INTERSECTION OF
 AF6805'STATE HIGHWAY A1A, GO NORTH ON STATE HIGHWAY A1A FOR 1.95 MILES TO
 AF6805'THE ENTRANCE OF NETTLES ISLAND, OWNED BY OUTDOOR RESORTS OF AMERICA,
 AF6805'ABOUT 1.4 MILES NORTH OF THE MARTIN-ST LUCIE COUNTY LINE, GO 1.0 MILE
 AF6805'WEST AND NORTHWEST TO THE NORTHWEST CORNER OF THE ISLAND. THE MARK IS
 AF6805'SET FLUSH IN A CONCRETE SEAWALL LOCATED ON THE WEST SIDE OF A SMALL
 AF6805'BOAT SLIP. THE MARK BEARS 500 FEET EAST OF THE NORTHWEST CORNER OF THE
 AF6805'ISLAND, 95.0 FEET NORTHEAST OF THE CENTER OF A PAVED ROAD, AND 44.1
 AF6805'NORTH SIDE OF THE ISLAND.
 AF6805
 AF6805                          STATION RECOVERY (1980)
 AF6805
 AF6805'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF6805'RECOVERED IN GOOD CONDITION.
 AF6805
 AF6805                          STATION RECOVERY (1986)
 AF6805
 AF6805'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6805'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT A NEW TO REACH
 AF6805'DESCRIPTION FOLLOWS.  BEGIN AT THE MARTIN/ST.  LUCIE COUNTY LINE
 AF6805'ALONG STATE HIGHWAY A1A NORTH OF JENSEN BEACH, GO 1.8 MILES NORTH ON
 AF6805'A1A TO THE ENTRANCE TO NETTLES ISLAND RESORT (OUTDOOR RESORTS OF
 AF6805'AMERICA), GO 0.7 MILE WEST ON NETTLES ISLAND BOULEVARD TO THE
 AF6805'INTERSECTION OF SOUTH DAKOTA AVENUE, GO 0.17 MILE NORTH ON SOUTH
 AF6805'DAKOTA AVENUE TO MICHIGAN AVENUE, GO 0.15 MILE WEST ON MICHIGAN
 AF6805'AVENUE TO ITS JUNCTION WITH WASHINGTON LOOP, GO 0.1 MILE NORTH AND
 AF6805'0.1 MILE WEST ON WASHINGTON LOOP TO THE NORTHWEST CORNER OF NETTLES
 AF6805'ISLAND AND THE MARK VICINITY.
 AF6805
 AF6805                          STATION RECOVERY (1989)
 AF6805
 AF6805'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6805'RECOVERED IN GOOD CONDITION.
 AF6805
 AF6805                          STATION RECOVERY (1991)
 AF6805
 AF6805'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6805'RECOVERED IN GOOD CONDITION.
 AF6805
 AF6805                          STATION RECOVERY (2005)
 AF6805
 AF6805'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6805'RECOVERED AS DESCRIBED.
 AF6805
 AF6805                          STATION RECOVERY (2020)
 AF6805
 AF6805'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6805'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6807 ***********************************************************************
 AF6807  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6807  DESIGNATION -  872 2312 TIDAL 5
 AF6807  PID         -  AF6807
 AF6807  STATE/COUNTY-  FL/ST LUCIE
 AF6807  COUNTRY     -  US
 AF6807  USGS QUAD   -  EDEN (2018)
 AF6807
 AF6807                         *CURRENT SURVEY CONTROL
 AF6807  ______________________________________________________________________
 AF6807* NAD 83(1986) POSITION- 27 17 13.9    (N) 080 13 34.7    (W)   HD_HELD2
 AF6807* NAVD 88 ORTHO HEIGHT -     1.062 (meters)        3.48  (feet) ADJUSTED
 AF6807  ______________________________________________________________________
 AF6807  GEOID HEIGHT    -        -27.640 (meters)                     GEOID18
 AF6807  DYNAMIC HEIGHT  -          1.060 (meters)        3.48  (feet) COMP
 AF6807  MODELED GRAVITY -    979,129.6   (mgal)                       NAVD 88
 AF6807
 AF6807  VERT ORDER      -  SECOND    CLASS I
 AF6807
 AF6807.The horizontal coordinates were established by autonomous hand held GPS
 AF6807.observations and have an estimated accuracy of +/- 10 meters.
 AF6807
 AF6807.The orthometric height was determined by differential leveling and
 AF6807.adjusted by the NATIONAL GEODETIC SURVEY
 AF6807.in March 2011.
 AF6807
 AF6807.No vertical observational check was made to the station.
 AF6807
 AF6807.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6807.GEOID18 height accuracy estimate available here.
 AF6807
 AF6807.This Tidal Bench Mark is designated as VM 10799
 AF6807.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6807
 AF6807.Click photographs - Photos may exist for this station.
 AF6807
 AF6807.The dynamic height is computed by dividing the NAVD 88
 AF6807.geopotential number by the normal gravity value computed on the
 AF6807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6807.degrees latitude (g = 980.6199 gals.).
 AF6807
 AF6807.The modeled gravity was interpolated from observed gravity values.
 AF6807
 AF6807;                    North         East    Units  Estimated Accuracy
 AF6807;SPC FL E     -   327,462.      276,594.      MT  (+/- 10 meters HH2 GPS)
 AF6807
 AF6807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7656718482(NAD 83)
 AF6807
 AF6807                          SUPERSEDED SURVEY CONTROL
 AF6807
 AF6807  NAVD 88 (06/15/91)    1.078  (m)            3.54   (f) SUPERSEDED  2 1
 AF6807  NGVD 29 (09/01/92)    1.531  (m)            5.02   (f) ADJUSTED    2 1
 AF6807
 AF6807.Superseded values are not recommended for survey control.
 AF6807
 AF6807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6807.See file dsdata.pdf to determine how the superseded data were derived.
 AF6807
 AF6807_MARKER: DB = BENCH MARK DISK
 AF6807_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6807_SP_SET: RETAINING WALL
 AF6807_STAMPING: NO 5 1972
 AF6807_MARK LOGO: CGS
 AF6807_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6807+STABILITY: SURFACE MOTION
 AF6807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6807+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2020
 AF6807
 AF6807  HISTORY     - Date     Condition        Report By
 AF6807  HISTORY     - 1972     MONUMENTED       NOS
 AF6807  HISTORY     - 1979     GOOD             FLDNR
 AF6807  HISTORY     - 1980     GOOD             FLDNR
 AF6807  HISTORY     - 1989     GOOD             USPSQD
 AF6807  HISTORY     - 1991     GOOD             USPSQD
 AF6807  HISTORY     - 20050916 GOOD             FLDEP
 AF6807  HISTORY     - 20200613 GOOD             GEOCAC
 AF6807
 AF6807                          STATION DESCRIPTION
 AF6807
 AF6807'DESCRIBED BY FL DEPT OF NAT RES 1979
 AF6807'2.4 MI NNW FROM JENSEN BEACH.
 AF6807'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 707 AND STATE HIGHWAY 707A,
 AF6807'PROCEED 1.9 MILES EAST ALONG STATE HIGHWAY 707A TO THE INTERSECTION
 AF6807'OF STATE HIGHWAY A1A, GO NORTH ON STATE HIGHWAY A1A FOR 1.95 MILES
 AF6807'TO THE ENTRANCE OF NETTLES ISLAND, OWNED BY OUTDOOR RESORTS OF
 AF6807'AMERICA, ABOUT 1.4 MILES NORTH OF THE MARTIN-ST LUCIE COUNTY LINE, GO
 AF6807'1.0 MILE WEST AND NORTHWEST TO THE NORTHWEST CORNER OF THE ISLAND.
 AF6807'THE MARK IS SET FLUSHE IN A CONCRETE SEAWALL LOCATED ON THE WEST SIDE
 AF6807'OF A SMALL BOAT SLIP. THE MARK BEARS ABOUT 500 FEET EAST OF THE
 AF6807'NORTHWEST CORNER OF THE ISLAND, 294 FEET NORTH OF A BRIDGE OVER THE
 AF6807'SLIP, 167.4 FEET SOUTH OF THE NORTHSIDE OF THE ISLAND, AND 67.4 FEET
 AF6807'EAST OF THE CENTER OF A PAVED ROAD.
 AF6807
 AF6807                          STATION RECOVERY (1980)
 AF6807
 AF6807'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF6807'RECOVERED IN GOOD CONDITION.
 AF6807
 AF6807                          STATION RECOVERY (1989)
 AF6807
 AF6807'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6807'RECOVERED IN GOOD CONDITION.
 AF6807
 AF6807                          STATION RECOVERY (1991)
 AF6807
 AF6807'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6807'RECOVERED IN GOOD CONDITION.
 AF6807
 AF6807                          STATION RECOVERY (2005)
 AF6807
 AF6807'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6807'RECOVERED AS DESCRIBED.
 AF6807
 AF6807                          STATION RECOVERY (2020)
 AF6807
 AF6807'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6807'THE MARK IS IN THE REAR OF LOT 17.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3744 ***********************************************************************
 DM3744  DESIGNATION -  872 2329 E
 DM3744  PID         -  DM3744
 DM3744  STATE/COUNTY-  FL/MARTIN
 DM3744  COUNTRY     -  US
 DM3744  USGS QUAD   -  EDEN (2018)
 DM3744
 DM3744                         *CURRENT SURVEY CONTROL
 DM3744  ______________________________________________________________________
 DM3744* NAD 83(1986) POSITION- 27 15 09.99   (N) 080 13 13.05   (W)   HD_HELD1
 DM3744* NAVD 88 ORTHO HEIGHT -     1.265 (meters)        4.15  (feet) ADJUSTED
 DM3744  ______________________________________________________________________
 DM3744  GEOID HEIGHT    -        -27.640 (meters)                     GEOID18
 DM3744  DYNAMIC HEIGHT  -          1.263 (meters)        4.14  (feet) COMP
 DM3744  MODELED GRAVITY -    979,124.0   (mgal)                       NAVD 88
 DM3744
 DM3744  VERT ORDER      -  FIRST     CLASS II
 DM3744
 DM3744.The horizontal coordinates were determined by differentially corrected
 DM3744.hand held GPS observations or other comparable positioning techniques
 DM3744.and have an estimated accuracy of +/- 3 meters.
 DM3744
 DM3744.The orthometric height was determined by differential leveling and
 DM3744.adjusted by the NATIONAL GEODETIC SURVEY
 DM3744.in September 2013.
 DM3744
 DM3744.No vertical observational check was made to the station.
 DM3744
 DM3744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3744.GEOID18 height accuracy estimate available here.
 DM3744
 DM3744.Click photographs - Photos may exist for this station.
 DM3744
 DM3744.The dynamic height is computed by dividing the NAVD 88
 DM3744.geopotential number by the normal gravity value computed on the
 DM3744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3744.degrees latitude (g = 980.6199 gals.).
 DM3744
 DM3744.The modeled gravity was interpolated from observed gravity values.
 DM3744
 DM3744;                    North         East    Units  Estimated Accuracy
 DM3744;SPC FL E     -   323,651.9     277,212.9     MT  (+/- 3 meters HH1 GPS) 
 DM3744
 DM3744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7718614673(NAD 83)
 DM3744
 DM3744                          SUPERSEDED SURVEY CONTROL
 DM3744
 DM3744  NAVD 88 (06/01/11)    1.270  (m)            4.17   (f) SUPERSEDED  2 1
 DM3744
 DM3744.Superseded values are not recommended for survey control.
 DM3744
 DM3744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3744.See file dsdata.pdf to determine how the superseded data were derived.
 DM3744
 DM3744_MARKER: F = FLANGE-ENCASED ROD
 DM3744_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM3744_STAMPING: 2329 E 2006
 DM3744_MARK LOGO: NGS
 DM3744_PROJECTION: RECESSED 3 CENTIMETERS
 DM3744_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3744+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2023
 DM3744_ROD/PIPE-DEPTH: 24.1 meters
 DM3744
 DM3744  HISTORY     - Date     Condition        Report By
 DM3744  HISTORY     - 20061118 MONUMENTED       FLDEP
 DM3744  HISTORY     - 20110708 GOOD             FLDEP
 DM3744  HISTORY     - 20210226 GOOD             PICKET
 DM3744  HISTORY     - 20230210 GOOD             GEOCAC
 DM3744
 DM3744                          STATION DESCRIPTION
 DM3744
 DM3744'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DM3744'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF ANKONA,
 DM3744'6.5 MI (10.5 KM) NORTH-NORTHEAST OF PALM CITY AND 2.2 MI (3.5 KM)
 DM3744'SOUTHEAST OF EDEN IN THE JENSEN BEACH CAUSEWAY PARK, IN SECTION 15,
 DM3744'TOWNSHIP 37 SOUTH, RANGE 41 EAST.
 DM3744'
 DM3744'TO REACH THE MARK FROM THE ROUND-ABOUT AT THE INTERSECTION OF STATE
 DM3744'ROAD 707 (NE INDIAN RIVER DRIVE AND STATE ROAD 732 (NE CAUSEWAY
 DM3744'BOULEVARD) IN JENSEN BEACH, GO EAST ON STATE ROAD 732 (NE CAUSEWAY
 DM3744'BOULEVARD) FOR 0.1 MI (0.2 KM) TO THE ENTRANCE OF THE JENSEN BEACH
 DM3744'CAUSEWAY PARK ON THE RIGHT.  TURN RIGHT INTO THE PARK THEN CURVE LEFT
 DM3744'AND GO EAST FOR 0.2 MI (0.3 KM) PARALLELING STATE ROAD 732 (NE
 DM3744'CAUSEWAY BOULEVARD) AND THE BRIDGE SPANNING THE INDIAN RIVER
 DM3744'INTRACOASTAL WATERWAY TO THE WATERS EDGE AT THE FISHING PIER AND
 DM3744'PARKING AREA AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN
 DM3744'TO REFUSAL AT DEPTH OF 79.0 FT (24.1 M) WITH AN NATIONAL GEODETIC
 DM3744'SURVEY LOGO CAP FLUSH WITH THE GROUND, THE DATUM POINT IS RECESSED 0.2
 DM3744'FT (0.1 M) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DM3744'
 DM3744'THE MARK IS LOCATED 100.2 FT (30.5 M) SOUTHEAST OF THE EASTERLY FACE
 DM3744'OF THE FOURTH BRIDGE PILING WEST OF THE CHANNEL OF THE INDIAN RIVER
 DM3744'INTRACOASTAL WATERWAY, 81.7 FT (24.9 M) SOUTH-SOUTHEAST OF THE
 DM3744'CENTERLINE OF THE FISHING PIER, 14.4 FT (4.4 M) NORTHWEST OF A POINT
 DM3744'OF INTERSECTION IN THE CONCRETE SEAWALL CAP, 1.6 FT (0.5 M) NORTHWEST
 DM3744'OF A 4 X 4 WOODEN POST WITH A PLASTIC TRASH CAN CHAINED TO IT AND 1.5
 DM3744'FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DM3744'
 DM3744'NOTE - A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DM3744'CAP.
 DM3744'
 DM3744'NOTE - ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGO
 DM3744'LOGO CAP.
 DM3744
 DM3744                          STATION RECOVERY (2011)
 DM3744
 DM3744'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (PBM)
 DM3744'RECOVERED AS DESCRIBED.
 DM3744
 DM3744                          STATION RECOVERY (2021)
 DM3744
 DM3744'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JMC)
 DM3744'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DM3744
 DM3744                          STATION RECOVERY (2023)
 DM3744
 DM3744'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DM3744'THE CARSONITE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3743 ***********************************************************************
 DM3743  DESIGNATION -  872 2329 F
 DM3743  PID         -  DM3743
 DM3743  STATE/COUNTY-  FL/MARTIN
 DM3743  COUNTRY     -  US
 DM3743  USGS QUAD   -  EDEN (2018)
 DM3743
 DM3743                         *CURRENT SURVEY CONTROL
 DM3743  ______________________________________________________________________
 DM3743* NAD 83(1986) POSITION- 27 15 07.78   (N) 080 13 21.71   (W)   HD_HELD1
 DM3743* NAVD 88 ORTHO HEIGHT -     1.523 (meters)        5.00  (feet) ADJUSTED
 DM3743  ______________________________________________________________________
 DM3743  GEOID HEIGHT    -        -27.633 (meters)                     GEOID18
 DM3743  DYNAMIC HEIGHT  -          1.521 (meters)        4.99  (feet) COMP
 DM3743  MODELED GRAVITY -    979,124.0   (mgal)                       NAVD 88
 DM3743
 DM3743  VERT ORDER      -  FIRST     CLASS II
 DM3743
 DM3743.The horizontal coordinates were determined by differentially corrected
 DM3743.hand held GPS observations or other comparable positioning techniques
 DM3743.and have an estimated accuracy of +/- 3 meters.
 DM3743
 DM3743.The orthometric height was determined by differential leveling and
 DM3743.adjusted by the NATIONAL GEODETIC SURVEY
 DM3743.in June 2021.
 DM3743
 DM3743.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3743.GEOID18 height accuracy estimate available here.
 DM3743
 DM3743.Click photographs - Photos may exist for this station.
 DM3743
 DM3743.The dynamic height is computed by dividing the NAVD 88
 DM3743.geopotential number by the normal gravity value computed on the
 DM3743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3743.degrees latitude (g = 980.6199 gals.).
 DM3743
 DM3743.The modeled gravity was interpolated from observed gravity values.
 DM3743
 DM3743;                    North         East    Units  Estimated Accuracy
 DM3743;SPC FL E     -   323,582.3     276,975.1     MT  (+/- 3 meters HH1 GPS) 
 DM3743
 DM3743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7694814603(NAD 83)
 DM3743
 DM3743                          SUPERSEDED SURVEY CONTROL
 DM3743
 DM3743  NAVD 88 (09/10/13)    1.522  (m)            4.99   (f) SUPERSEDED  1 2
 DM3743  NAVD 88 (06/01/11)    1.529  (m)            5.02   (f) SUPERSEDED  2 1
 DM3743
 DM3743.Superseded values are not recommended for survey control.
 DM3743
 DM3743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3743.See file dsdata.pdf to determine how the superseded data were derived.
 DM3743
 DM3743_MARKER: DD = SURVEY DISK
 DM3743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3743_STAMPING: 2329 F 2006
 DM3743_MARK LOGO: FLDEP
 DM3743_PROJECTION: FLUSH
 DM3743_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3743+STABILITY: SURFACE MOTION
 DM3743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3743+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2023
 DM3743
 DM3743  HISTORY     - Date     Condition        Report By
 DM3743  HISTORY     - 20061118 MONUMENTED       FLDEP
 DM3743  HISTORY     - 20110708 GOOD             FLDEP
 DM3743  HISTORY     - 20210226 GOOD             PICKET
 DM3743  HISTORY     - 20230210 GOOD             GEOCAC
 DM3743
 DM3743                          STATION DESCRIPTION
 DM3743
 DM3743'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DM3743'THE MARK IS IN THE JENSEN BEACH CAUSEWAY PARK, IN SECTION 15, TOWNSHIP
 DM3743'37 SOUTH, RANGE 41 EAST.
 DM3743'
 DM3743'TO REACH THE MARK FROM THE ROUND-ABOUT AT THE INTERSECTION OF STATE
 DM3743'ROAD 707 (NE INDIAN RIVER DRIVE AND STATE ROAD 732 (NE CAUSEWAY
 DM3743'BOULEVARD) IN JENSEN BEACH, GO EAST ON STATE ROAD 732 (NE CAUSEWAY
 DM3743'BOULEVARD) FOR 0.1 MI (0.2 KM) TO THE ENTRANCE OF THE JENSEN BEACH
 DM3743'CAUSEWAY PARK ON THE RIGHT.  TURN RIGHT INTO THE PARK THEN CURVE LEFT
 DM3743'AND GO EAST FOR 0.15 MI (0.2 KM) PARALLELING STATE ROAD 732 (NE
 DM3743'CAUSEWAY BOULEVARD) TO THE EAST END OF A WALL BENEATH THE BRIDGE
 DM3743'ABUTMENT AT THE SOUTHWEST CORNER OF THE BRIDGE SPANNING THE INDIAN
 DM3743'RIVER INTRACOASTAL WATERWAY AND THE MARK ON THE LEFT IN THE GRASS AREA
 DM3743'BETWEEN THE ACCESS ROAD AND THE BRIDGE WALL, SET IN THE TOP OF A ROUND
 DM3743'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE ACCESS
 DM3743'ROAD.
 DM3743'
 DM3743'THE MARK IS LOCATED ABOUT 335.0 FT (102.1 M) WEST OF AN NATIONAL
 DM3743'GEODETIC SURVEY LOGO CAP 2329 H 2006, 166.0 FT (50.6 M) NORTHEAST OF
 DM3743'THE NORTHEAST CORNER OF THE BOAT RAMP ON THE SOUTH SIDE OF THE PARK,
 DM3743'15.0 FT (4.6 M) NORTH OF THE CENTERLINE OF THE ASPHALT ACCESS ROAD,
 DM3743'11.6 FT (3.5 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE WALL,
 DM3743'5.6 FT (1.7 M) SOUTH OF THE SOUTH FACE OF THE BRIDGE WALL AND 5.0 FT
 DM3743'(1.5 M) SOUTH OF A CARSONITE WITNESS POST.
 DM3743'
 DM3743'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DM3743'MONUMENT.
 DM3743
 DM3743                          STATION RECOVERY (2011)
 DM3743
 DM3743'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (PBM)
 DM3743'RECOVERED AS DESCRIBED.
 DM3743
 DM3743                          STATION RECOVERY (2021)
 DM3743
 DM3743'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JMC)
 DM3743'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DM3743
 DM3743                          STATION RECOVERY (2023)
 DM3743
 DM3743'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DM3743'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3741 ***********************************************************************
 DM3741  DESIGNATION -  872 2329 G
 DM3741  PID         -  DM3741
 DM3741  STATE/COUNTY-  FL/MARTIN
 DM3741  COUNTRY     -  US
 DM3741  USGS QUAD   -  EDEN (2018)
 DM3741
 DM3741                         *CURRENT SURVEY CONTROL
 DM3741  ______________________________________________________________________
 DM3741* NAD 83(1986) POSITION- 27 15 08.22   (N) 080 13 22.90   (W)   HD_HELD1
 DM3741* NAVD 88 ORTHO HEIGHT -     1.302 (meters)        4.27  (feet) ADJUSTED
 DM3741  ______________________________________________________________________
 DM3741  GEOID HEIGHT    -        -27.632 (meters)                     GEOID18
 DM3741  DYNAMIC HEIGHT  -          1.300 (meters)        4.27  (feet) COMP
 DM3741  MODELED GRAVITY -    979,124.0   (mgal)                       NAVD 88
 DM3741
 DM3741  VERT ORDER      -  FIRST     CLASS II
 DM3741
 DM3741.The horizontal coordinates were determined by differentially corrected
 DM3741.hand held GPS observations or other comparable positioning techniques
 DM3741.and have an estimated accuracy of +/- 3 meters.
 DM3741
 DM3741.The orthometric height was determined by differential leveling and
 DM3741.adjusted by the NATIONAL GEODETIC SURVEY
 DM3741.in September 2013.
 DM3741
 DM3741.No vertical observational check was made to the station.
 DM3741
 DM3741.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3741.GEOID18 height accuracy estimate available here.
 DM3741
 DM3741.Click photographs - Photos may exist for this station.
 DM3741
 DM3741.The dynamic height is computed by dividing the NAVD 88
 DM3741.geopotential number by the normal gravity value computed on the
 DM3741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3741.degrees latitude (g = 980.6199 gals.).
 DM3741
 DM3741.The modeled gravity was interpolated from observed gravity values.
 DM3741
 DM3741;                    North         East    Units  Estimated Accuracy
 DM3741;SPC FL E     -   323,595.7     276,942.3     MT  (+/- 3 meters HH1 GPS) 
 DM3741
 DM3741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7691614617(NAD 83)
 DM3741
 DM3741                          SUPERSEDED SURVEY CONTROL
 DM3741
 DM3741  NAVD 88 (06/01/11)    1.309  (m)            4.29   (f) SUPERSEDED  2 1
 DM3741
 DM3741.Superseded values are not recommended for survey control.
 DM3741
 DM3741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3741.See file dsdata.pdf to determine how the superseded data were derived.
 DM3741
 DM3741_MARKER: DD = SURVEY DISK
 DM3741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3741_STAMPING: 2329 G 2006
 DM3741_MARK LOGO: FLDEP
 DM3741_PROJECTION: RECESSED 3 CENTIMETERS
 DM3741_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3741+STABILITY: SURFACE MOTION
 DM3741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3741+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2023
 DM3741
 DM3741  HISTORY     - Date     Condition        Report By
 DM3741  HISTORY     - 20061118 MONUMENTED       FLDEP
 DM3741  HISTORY     - 20110708 GOOD             FLDEP
 DM3741  HISTORY     - 20210226 GOOD             PICKET
 DM3741  HISTORY     - 20230210 GOOD             GEOCAC
 DM3741
 DM3741                          STATION DESCRIPTION
 DM3741
 DM3741'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DM3741'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF ANKONA,
 DM3741'6.4 MI (10.3 KM) NORTH-NORTHEAST OF PALM CITY AND 2.1 MI (3.4 KM)
 DM3741'SOUTHEAST OF EDEN IN THE JENSEN BEACH CAUSEWAY PARK, IN SECTION 15,
 DM3741'TOWNSHIP 37 SOUTH, RANGE 41 EAST.
 DM3741'
 DM3741'TO REACH THE MARK FROM THE ROUND-ABOUT AT THE INTERSECTION OF STATE
 DM3741'ROAD 707 (NE INDIAN RIVER DRIVE AND STATE ROAD 732 (NE CAUSEWAY
 DM3741'BOULEVARD) IN JENSEN BEACH, GO EAST ON STATE ROAD 732 (NE CAUSEWAY
 DM3741'BOULEVARD) FOR 0.1 MI (0.2 KM) TO THE ENTRANCE OF THE JENSEN BEACH
 DM3741'CAUSEWAY PARK ON THE RIGHT.  TURN RIGHT INTO THE PARK THEN CURVE LEFT
 DM3741'AND GO EAST FOR 0.15 MI (0.2 KM) PARALLELING STATE ROAD 732 (NE
 DM3741'CAUSEWAY BOULEVARD) TO THE EAST END OF A WALL BENEATH THE BRIDGE
 DM3741'ABUTMENT AT THE SOUTHWEST CORNER OF THE BRIDGE SPANNING THE INDIAN
 DM3741'RIVER INTRACOASTAL WATERWAY, CIRCLE LEFT BENEATH THE BRIDGE TO THE
 DM3741'NORTH SIDE OF THE PARK AND GO WEST FOR 0.05 MI (0.1 KM) TO THE MARK ON
 DM3741'THE LEFT IN THE GRASS AREA BETWEEN THE ACCESS ROAD AND THE NORTH FACE
 DM3741'OF THE BRIDGE WALL, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 DM3741'WITH THE GROUND AND LEVEL WITH THE ACCESS ROAD.
 DM3741'
 DM3741'THE MARK IS LOCATED ABOUT 340.0 FT (103.6 M) EAST OF AN FLDEP SURVEY
 DM3741'DISK 2329 J 2006, 97.5 FT (29.7 M) WEST-NORTHWEST OF THE NORTHEAST
 DM3741'CORNER OF THE BRIDGE WALL BENEATH THE NORTHWEST ABUTMENT OF THE
 DM3741'BRIDGE, 13.0 FT (4.0 M) SOUTH OF THE CENTERLINE OF THE ASPHALT ACCESS
 DM3741'ROAD, 3.1 FT (0.9 M) NORTH OF A NO PARKING SIGN AT THE BASE OF A
 DM3741'TIMBER GUARDRAIL AND 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST.
 DM3741'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DM3741'MONUMENT.
 DM3741
 DM3741                          STATION RECOVERY (2011)
 DM3741
 DM3741'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (PBM)
 DM3741'RECOVERED AS DESCRIBED.
 DM3741
 DM3741                          STATION RECOVERY (2021)
 DM3741
 DM3741'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JMC)
 DM3741'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DM3741
 DM3741                          STATION RECOVERY (2023)
 DM3741
 DM3741'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DM3741'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3742 ***********************************************************************
 DM3742  DESIGNATION -  872 2329 H
 DM3742  PID         -  DM3742
 DM3742  STATE/COUNTY-  FL/MARTIN
 DM3742  COUNTRY     -  US
 DM3742  USGS QUAD   -  EDEN (2018)
 DM3742
 DM3742                         *CURRENT SURVEY CONTROL
 DM3742  ______________________________________________________________________
 DM3742* NAD 83(1986) POSITION- 27 15 06.60   (N) 080 13 25.18   (W)   HD_HELD1
 DM3742* NAVD 88 ORTHO HEIGHT -     1.517 (meters)        4.98  (feet) ADJUSTED
 DM3742  ______________________________________________________________________
 DM3742  GEOID HEIGHT    -        -27.630 (meters)                     GEOID18
 DM3742  DYNAMIC HEIGHT  -          1.515 (meters)        4.97  (feet) COMP
 DM3742  MODELED GRAVITY -    979,123.9   (mgal)                       NAVD 88
 DM3742
 DM3742  VERT ORDER      -  FIRST     CLASS II
 DM3742
 DM3742.The horizontal coordinates were determined by differentially corrected
 DM3742.hand held GPS observations or other comparable positioning techniques
 DM3742.and have an estimated accuracy of +/- 3 meters.
 DM3742
 DM3742.The orthometric height was determined by differential leveling and
 DM3742.adjusted by the NATIONAL GEODETIC SURVEY
 DM3742.in September 2013.
 DM3742
 DM3742.No vertical observational check was made to the station.
 DM3742
 DM3742.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3742.GEOID18 height accuracy estimate available here.
 DM3742
 DM3742.Click photographs - Photos may exist for this station.
 DM3742
 DM3742.The dynamic height is computed by dividing the NAVD 88
 DM3742.geopotential number by the normal gravity value computed on the
 DM3742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3742.degrees latitude (g = 980.6199 gals.).
 DM3742
 DM3742.The modeled gravity was interpolated from observed gravity values.
 DM3742
 DM3742;                    North         East    Units  Estimated Accuracy
 DM3742;SPC FL E     -   323,545.4     276,879.9     MT  (+/- 3 meters HH1 GPS) 
 DM3742
 DM3742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7685314567(NAD 83)
 DM3742
 DM3742                          SUPERSEDED SURVEY CONTROL
 DM3742
 DM3742  NAVD 88 (06/01/11)    1.526  (m)            5.01   (f) SUPERSEDED  2 1
 DM3742
 DM3742.Superseded values are not recommended for survey control.
 DM3742
 DM3742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3742.See file dsdata.pdf to determine how the superseded data were derived.
 DM3742
 DM3742_MARKER: F = FLANGE-ENCASED ROD
 DM3742_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM3742_STAMPING: 2329 H 2006
 DM3742_MARK LOGO: NGS
 DM3742_PROJECTION: FLUSH
 DM3742_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3742+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2023
 DM3742_ROD/PIPE-DEPTH: 8.8 meters
 DM3742
 DM3742  HISTORY     - Date     Condition        Report By
 DM3742  HISTORY     - 20061118 MONUMENTED       FLDEP
 DM3742  HISTORY     - 20110708 GOOD             FLDEP
 DM3742  HISTORY     - 20210226 GOOD             PICKET
 DM3742  HISTORY     - 20230210 GOOD             GEOCAC
 DM3742
 DM3742                          STATION DESCRIPTION
 DM3742
 DM3742'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DM3742'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) SOUTH-SOUTHEAST OF ANKONA,
 DM3742'6.4 MI (10.3 KM) NORTH-NORTHEAST OF PALM CITY AND 2.1 MI (3.4 KM)
 DM3742'SOUTHEAST OF EDEN IN THE JENSEN BEACH CAUSEWAY PARK, IN SECTION 15,
 DM3742'TOWNSHIP 37 SOUTH, RANGE 41 EAST.
 DM3742'
 DM3742'TO REACH THE MARK FROM THE ROUND-ABOUT AT THE INTERSECTION OF STATE
 DM3742'ROAD 707 (NE INDIAN RIVER DRIVE AND STATE ROAD 732 (NE CAUSEWAY
 DM3742'BOULEVARD) IN JENSEN BEACH, GO EAST ON STATE ROAD 732 (NE CAUSEWAY
 DM3742'BOULEVARD) FOR 0.1 MI (0.2 KM) TO THE ENTRANCE OF THE JENSEN BEACH
 DM3742'CAUSEWAY PARK ON THE RIGHT.  TURN RIGHT INTO THE PARK THEN CURVE LEFT
 DM3742'AND GO EAST FOR 0.10 MI (0.2 KM) PARALLELING STATE ROAD 732 (NE
 DM3742'CAUSEWAY BOULEVARD) TO THE WEST END OF A WALL BENEATH THE BRIDGE
 DM3742'ABUTMENT AT THE SOUTHWEST CORNER OF THE BRIDGE SPANNING THE INDIAN
 DM3742'RIVER INTRACOASTAL WATERWAY AND THE MARK ON THE LEFT IN THE GRASS AREA
 DM3742'BETWEEN THE SOUTH FACE OF THE BRIDGE WALL, A STAINLESS STEEL ROD
 DM3742'DRIVEN TO REFUSAL AT A DEPTH OF 29.0 FT (8.8 M) WITH AN NATIONAL
 DM3742'GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH THE
 DM3742'ASPHALT ACCESS ROAD, THE DATUM POINT IS RECESSED 0.3 FT (0.1 M) BELOW
 DM3742'THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DM3742'
 DM3742'THE MARK IS LOCATED ABOUT 335.0 FT (102.1 M) WEST OF AN FLDEP SURVEY
 DM3742'DISK 2329 F 2006, 102.0 FT (31.1 M) EAST OF THE WEST END OF THE SOUTH
 DM3742'GUARDRAIL OF THE BRIDGE, 85.5 FT (26.1 M) NORTHWEST OF THE NORTHEAST
 DM3742'CORNER OF A 38.0 FT (11.6 M) X 26.0 FT (7.9 M) CONCRETE SLAB OF THE
 DM3742'EASTERNMOST OF FOUR PICNIC PAVILIONS, 14.5 FT (4.4 M) NORTH OF THE
 DM3742'CENTERLINE OF THE ASPHALT ACCESS ROAD AND 1.2 FT (0.4 M) SOUTH OF A
 DM3742'CARSONITE WITNESS POST.
 DM3742'
 DM3742'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DM3742'CAP.
 DM3742'
 DM3742'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM3742'NATIONAL GEODETIC SURVEY LOGO CAP.
 DM3742
 DM3742                          STATION RECOVERY (2011)
 DM3742
 DM3742'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (PBM)
 DM3742'RECOVERED AS DESCRIBED.
 DM3742
 DM3742                          STATION RECOVERY (2021)
 DM3742
 DM3742'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JMC)
 DM3742'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DM3742
 DM3742                          STATION RECOVERY (2023)
 DM3742
 DM3742'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DM3742'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3740 ***********************************************************************
 DM3740  DESIGNATION -  872 2329 J
 DM3740  PID         -  DM3740
 DM3740  STATE/COUNTY-  FL/MARTIN
 DM3740  COUNTRY     -  US
 DM3740  USGS QUAD   -  EDEN (2018)
 DM3740
 DM3740                         *CURRENT SURVEY CONTROL
 DM3740  ______________________________________________________________________
 DM3740* NAD 83(1986) POSITION- 27 15 07.31   (N) 080 13 26.53   (W)   HD_HELD1
 DM3740* NAVD 88 ORTHO HEIGHT -     1.196 (meters)        3.92  (feet) ADJUSTED
 DM3740  ______________________________________________________________________
 DM3740  GEOID HEIGHT    -        -27.629 (meters)                     GEOID18
 DM3740  DYNAMIC HEIGHT  -          1.195 (meters)        3.92  (feet) COMP
 DM3740  MODELED GRAVITY -    979,124.0   (mgal)                       NAVD 88
 DM3740
 DM3740  VERT ORDER      -  FIRST     CLASS II
 DM3740
 DM3740.The horizontal coordinates were determined by differentially corrected
 DM3740.hand held GPS observations or other comparable positioning techniques
 DM3740.and have an estimated accuracy of +/- 3 meters.
 DM3740
 DM3740.The orthometric height was determined by differential leveling and
 DM3740.adjusted by the NATIONAL GEODETIC SURVEY
 DM3740.in September 2013.
 DM3740
 DM3740.No vertical observational check was made to the station.
 DM3740
 DM3740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3740.GEOID18 height accuracy estimate available here.
 DM3740
 DM3740.Click photographs - Photos may exist for this station.
 DM3740
 DM3740.The dynamic height is computed by dividing the NAVD 88
 DM3740.geopotential number by the normal gravity value computed on the
 DM3740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3740.degrees latitude (g = 980.6199 gals.).
 DM3740
 DM3740.The modeled gravity was interpolated from observed gravity values.
 DM3740
 DM3740;                    North         East    Units  Estimated Accuracy
 DM3740;SPC FL E     -   323,567.1     276,842.6     MT  (+/- 3 meters HH1 GPS) 
 DM3740
 DM3740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7681614588(NAD 83)
 DM3740
 DM3740                          SUPERSEDED SURVEY CONTROL
 DM3740
 DM3740  NAVD 88 (06/01/11)    1.200  (m)            3.94   (f) SUPERSEDED  2 1
 DM3740
 DM3740.Superseded values are not recommended for survey control.
 DM3740
 DM3740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3740.See file dsdata.pdf to determine how the superseded data were derived.
 DM3740
 DM3740_MARKER: DD = SURVEY DISK
 DM3740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3740_STAMPING: 2329 J 2006
 DM3740_MARK LOGO: FLDEP
 DM3740_PROJECTION: RECESSED 13 CENTIMETERS
 DM3740_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3740+STABILITY: SURFACE MOTION
 DM3740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3740+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2023
 DM3740
 DM3740  HISTORY     - Date     Condition        Report By
 DM3740  HISTORY     - 20061118 MONUMENTED       FLDEP
 DM3740  HISTORY     - 20110708 GOOD             FLDEP
 DM3740  HISTORY     - 20210226 GOOD             PICKET
 DM3740  HISTORY     - 20230210 GOOD             GEOCAC
 DM3740
 DM3740                          STATION DESCRIPTION
 DM3740
 DM3740'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DM3740'THE MARK IS LOCATED ABOUT 6.8 MI (10.9 KM) SOUTH-SOUTHEAST OF ANKONA,
 DM3740'6.4 MI (10.3 KM) NORTH-NORTHEAST OF PALM CITY AND 2.0 MI (3.2 KM)
 DM3740'SOUTHEAST OF EDEN IN THE JENSEN BEACH CAUSEWAY PARK, IN SECTION 15,
 DM3740'TOWNSHIP 37 SOUTH, RANGE 41 EAST.
 DM3740'
 DM3740'TO REACH THE MARK FROM THE ROUND-ABOUT AT THE INTERSECTION OF STATE
 DM3740'ROAD 707 (NE INDIAN RIVER DRIVE AND STATE ROAD 732 (NE CAUSEWAY
 DM3740'BOULEVARD) IN JENSEN BEACH, GO EAST ON STATE ROAD 732 (NE CAUSEWAY
 DM3740'BOULEVARD) FOR 0.1 MI (0.2 KM) TO THE ENTRANCE OF THE JENSEN BEACH
 DM3740'CAUSEWAY PARK ON THE RIGHT.  TURN RIGHT INTO THE PARK THEN CURVE LEFT
 DM3740'AND GO EAST FOR 0.15 MI (0.2 KM) PARALLELING STATE ROAD 732 (NE
 DM3740'CAUSEWAY BOULEVARD) TO THE EAST END OF A WALL BENEATH THE BRIDGE
 DM3740'ABUTMENT AT THE SOUTHWEST CORNER OF THE BRIDGE SPANNING THE INDIAN
 DM3740'RIVER INTRACOASTAL WATERWAY, CIRCLE LEFT BENEATH THE BRIDGE TO THE
 DM3740'NORTH SIDE OF THE PARK AND GO WEST FOR 0.1 MI (0.2 KM) TO THE MARK ON
 DM3740'THE LEFT.
 DM3740'
 DM3740'THE MARK IS LOCATED ABOUT 340.0 FT (103.6 M) WEST OF AN FLDEP SURVEY
 DM3740'DISK 2329 G 2006, IN THE GRASS AREA BETWEEN THE ACCESS ROAD AND THE
 DM3740'NORTH FACE OF THE BRIDGE WALL, 42.0 FT (12.8 M) NORTHEAST OF THE WEST
 DM3740'END OF THE GUARDRAIL AT THE NORTHWEST CORNER OF THE BRIDGE, 11.9 FT
 DM3740'(3.6 M) SOUTH OF THE ASPHALT ACCESS ROAD AND 3.0 FT (0.9 M) NORTH OF A
 DM3740'CARSONITE WITNESS POST IN THE TIMBER GUARDRAIL SET IN THE TOP OF A
 DM3740'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE
 DM3740'ACCESS ROAD.
 DM3740'
 DM3740'NOTE - A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DM3740'MONUMENT.
 DM3740
 DM3740                          STATION RECOVERY (2011)
 DM3740
 DM3740'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (PBM)
 DM3740'RECOVERED AS DESCRIBED.
 DM3740
 DM3740                          STATION RECOVERY (2021)
 DM3740
 DM3740'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JMC)
 DM3740'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DM3740'
 DM3740'NOTE-THE MARK IS 3 FT (0.9 M) SOUTH OF THE SOUTH EDGE OF PAVEMENT OF
 DM3740'ACCESS ROAD.
 DM3740
 DM3740                          STATION RECOVERY (2023)
 DM3740
 DM3740'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DM3740'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5956 ***********************************************************************
 DM5956  DESIGNATION -  872 2334 A
 DM5956  PID         -  DM5956
 DM5956  STATE/COUNTY-  FL/ST LUCIE
 DM5956  COUNTRY     -  US
 DM5956  USGS QUAD   -  PALM CITY (2018)
 DM5956
 DM5956                         *CURRENT SURVEY CONTROL
 DM5956  ______________________________________________________________________
 DM5956* NAD 83(1986) POSITION- 27 14 44.65   (N) 080 18 55.39   (W)   HD_HELD1
 DM5956* NAVD 88 ORTHO HEIGHT -     1.766 (meters)        5.79  (feet) ADJUSTED
 DM5956  ______________________________________________________________________
 DM5956  GEOID HEIGHT    -        -27.406 (meters)                     GEOID18
 DM5956  DYNAMIC HEIGHT  -          1.764 (meters)        5.79  (feet) COMP
 DM5956  MODELED GRAVITY -    979,121.2   (mgal)                       NAVD 88
 DM5956
 DM5956  VERT ORDER      -  SECOND    CLASS I
 DM5956
 DM5956.The horizontal coordinates were determined by differentially corrected
 DM5956.hand held GPS observations or other comparable positioning techniques
 DM5956.and have an estimated accuracy of +/- 3 meters.
 DM5956
 DM5956.The orthometric height was determined by differential leveling and
 DM5956.adjusted by the NATIONAL GEODETIC SURVEY
 DM5956.in March 2011.
 DM5956
 DM5956.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5956.GEOID18 height accuracy estimate available here.
 DM5956
 DM5956.Click photographs - Photos may exist for this station.
 DM5956
 DM5956.The dynamic height is computed by dividing the NAVD 88
 DM5956.geopotential number by the normal gravity value computed on the
 DM5956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5956.degrees latitude (g = 980.6199 gals.).
 DM5956
 DM5956.The modeled gravity was interpolated from observed gravity values.
 DM5956
 DM5956;                    North         East    Units  Estimated Accuracy
 DM5956;SPC FL E     -   322,816.8     267,799.9     MT  (+/- 3 meters HH1 GPS) 
 DM5956
 DM5956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6777613838(NAD 83)
 DM5956
 DM5956                          SUPERSEDED SURVEY CONTROL
 DM5956
 DM5956.No superseded survey control is available for this station.
 DM5956
 DM5956_MARKER: DD = SURVEY DISK
 DM5956_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM5956_SP_SET: CULVERT HEADWALL
 DM5956_STAMPING: 2334 A 2005
 DM5956_MARK LOGO: FLDEP
 DM5956_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM5956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5956+STABILITY: SURFACE MOTION
 DM5956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5956+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2020
 DM5956
 DM5956  HISTORY     - Date     Condition        Report By
 DM5956  HISTORY     - 20051012 MONUMENTED       FLDEP
 DM5956  HISTORY     - 20170103 GOOD             NGS
 DM5956  HISTORY     - 20200623 GOOD             GEOCAC
 DM5956
 DM5956                          STATION DESCRIPTION
 DM5956
 DM5956'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JRH)
 DM5956'THE MARK IS IN PORT ST LUCIE, ON THE CLUB MED SANDPIPER MARINA
 DM5956'PROPERTY, IN SECTION 23, TOWNSHIP 37 SOUTH, RANGE 40 EAST.
 DM5956'
 DM5956'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. HIGHWAY 1 AND
 DM5956'WRIGHT BOULEVARD TO THE EAST AND FORK ROAD TO THE WEST (FIRST
 DM5956'INTERSECTION NORTH OF THE BRIDGE OVER THE ST. LUCIE RIVER) IN STUART,
 DM5956'GO NORTH ON U.S. HIGHWAY 1 FOR 3.2 MI (5.1 KM) TO THE JUNCTION OF
 DM5956'WESTMORELAND BOULEVARD ON THE LEFT.  TURN LEFT ON WESTMORELAND
 DM5956'BOULEVARD AND GO WEST FOR 2.0 MI (3.2 KM) TO THE ROUNDABOUT AT THE
 DM5956'INTERSECTION OF MORNINGSIDE BOULEVARD.  TURN LEFT AND GO
 DM5956'WEST-SOUTHWEST ON MORNINGSIDE BOULEVARD FOR 1.35 MI (2.2 KM) TO A
 DM5956'RETENTION POND ON THE LEFT AND THE MARK, A FLDEP SURVEY DISK SET FLUSH
 DM5956'IN THE TOP OF A CONCRETE CULVERT HEADWALL ON THE SOUTHWEST EDGE OF THE
 DM5956'POND, 0.5 FT (15 CM) BELOW THE LEVEL OF MORNINGSIDE BOULEVARD.
 DM5956'
 DM5956'LOCATED 229.6 FT (70.0 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 DM5956'THE GUARD SHACK AT THE ENTRANCE GATE INTO THE CLUB MED SANDPIPER
 DM5956'MARINA, 90.0 FT (27.4 M) NORTHWEST OF THE EXTENDED CENTERLINE OF THE
 DM5956'PAVED ENTRANCE OF THE VILLAS OF SANDPIPER BAY, 43.4 FT (13.2 M)
 DM5956'NORTHEAST OF THE APPROXIMATE CENTERLINE OF MORNINGSIDE BOULEVARD, 7.2
 DM5956'FT (2.2 M) SOUTH OF THE NORTH END OF THE HEADWALL, 4.0 FT (1.2 M)
 DM5956'NORTH OF THE SOUTH END OF THE HEADWALL AND 1.0 FT (0.3 M) NORTHEAST OF
 DM5956'A CARSONITE WITNESS POST.
 DM5956
 DM5956                          STATION RECOVERY (2017)
 DM5956
 DM5956'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 DM5956'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DM5956
 DM5956                          STATION RECOVERY (2020)
 DM5956
 DM5956'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 DM5956'THE WITNESS POST HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6947 ***********************************************************************
 AF6947  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6947  DESIGNATION -  872 2334 TIDAL 1
 AF6947  PID         -  AF6947
 AF6947  STATE/COUNTY-  FL/ST LUCIE
 AF6947  COUNTRY     -  US
 AF6947  USGS QUAD   -  PALM CITY (2018)
 AF6947
 AF6947                         *CURRENT SURVEY CONTROL
 AF6947  ______________________________________________________________________
 AF6947* NAD 83(1986) POSITION- 27 14 38.91   (N) 080 18 52.59   (W)   HD_HELD1
 AF6947* NAVD 88 ORTHO HEIGHT -     0.934 (meters)        3.06  (feet) ADJUSTED
 AF6947  ______________________________________________________________________
 AF6947  GEOID HEIGHT    -        -27.407 (meters)                     GEOID18
 AF6947  DYNAMIC HEIGHT  -          0.933 (meters)        3.06  (feet) COMP
 AF6947  MODELED GRAVITY -    979,121.0   (mgal)                       NAVD 88
 AF6947
 AF6947  VERT ORDER      -  SECOND    CLASS I
 AF6947
 AF6947.The horizontal coordinates were determined by differentially corrected
 AF6947.hand held GPS observations or other comparable positioning techniques
 AF6947.and have an estimated accuracy of +/- 3 meters.
 AF6947
 AF6947.The orthometric height was determined by differential leveling and
 AF6947.adjusted by the NATIONAL GEODETIC SURVEY
 AF6947.in March 2011.
 AF6947
 AF6947.No vertical observational check was made to the station.
 AF6947
 AF6947.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6947.GEOID18 height accuracy estimate available here.
 AF6947
 AF6947.This Tidal Bench Mark is designated as VM 19432
 AF6947.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6947
 AF6947.Click photographs - Photos may exist for this station.
 AF6947
 AF6947.The dynamic height is computed by dividing the NAVD 88
 AF6947.geopotential number by the normal gravity value computed on the
 AF6947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6947.degrees latitude (g = 980.6199 gals.).
 AF6947
 AF6947.The modeled gravity was interpolated from observed gravity values.
 AF6947
 AF6947;                    North         East    Units  Estimated Accuracy
 AF6947;SPC FL E     -   322,640.5     267,877.9     MT  (+/- 3 meters HH1 GPS) 
 AF6947
 AF6947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6785413662(NAD 83)
 AF6947
 AF6947                          SUPERSEDED SURVEY CONTROL
 AF6947
 AF6947  NAVD 88 (09/06/96)    0.957  (m)            3.14   (f) SUPERSEDED  2 1
 AF6947  NAVD 88 (06/15/91)    0.960  (m)            3.15   (f) SUPERSEDED  2 1
 AF6947  NGVD 29 (09/01/92)    1.409  (m)            4.62   (f) ADJUSTED    2 1
 AF6947
 AF6947.Superseded values are not recommended for survey control.
 AF6947
 AF6947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6947.See file dsdata.pdf to determine how the superseded data were derived.
 AF6947
 AF6947_MARKER: DB = BENCH MARK DISK
 AF6947_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6947_SP_SET: DOCK
 AF6947_STAMPING: NO 1 1972
 AF6947_MARK LOGO: CGS
 AF6947_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6947+STABILITY: SURFACE MOTION
 AF6947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6947+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2020
 AF6947
 AF6947  HISTORY     - Date     Condition        Report By
 AF6947  HISTORY     - 1972     MONUMENTED       NOS
 AF6947  HISTORY     - 1980     GOOD             FLDNR
 AF6947  HISTORY     - 1984     GOOD             FLDNR
 AF6947  HISTORY     - 1989     GOOD             USPSQD
 AF6947  HISTORY     - 1990     GOOD             USPSQD
 AF6947  HISTORY     - 1991     GOOD             USPSQD
 AF6947  HISTORY     - 20050810 GOOD             GCYI
 AF6947  HISTORY     - 20050811 GOOD             GCYI
 AF6947  HISTORY     - 20051011 GOOD             FLDEP
 AF6947  HISTORY     - 20170103 GOOD             NGS
 AF6947  HISTORY     - 20200623 GOOD             GEOCAC
 AF6947
 AF6947                          STATION DESCRIPTION
 AF6947
 AF6947'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6947'4.6 MI NW FROM STUART.
 AF6947'THE BENCH MARK IS SET FLUSH IN CONCRETE ON A PRIVATE DOCK 83 FEET
 AF6947'SOUTHEAST OF THE SOUTHEAST CORNER OF THE DOCK MASTERS OFFICE, 1.5
 AF6947'FEET SOUTH OF THE NORTH EDGE OF THE DOCK, AND 0.6 FOOT WEST OF THE
 AF6947'EAST SIDE OF THE DOCK.
 AF6947
 AF6947                          STATION RECOVERY (1984)
 AF6947
 AF6947'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6947'RECOVERED IN GOOD CONDITION.
 AF6947
 AF6947                          STATION RECOVERY (1989)
 AF6947
 AF6947'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6947'RECOVERED IN GOOD CONDITION.
 AF6947
 AF6947                          STATION RECOVERY (1990)
 AF6947
 AF6947'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6947'RECOVERED IN GOOD CONDITION.
 AF6947
 AF6947                          STATION RECOVERY (1991)
 AF6947
 AF6947'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6947'RECOVERED IN GOOD CONDITION.
 AF6947
 AF6947                          STATION RECOVERY (2005)
 AF6947
 AF6947'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES)
 AF6947'RECOVERED IN GOOD CONDITION.
 AF6947
 AF6947                          STATION RECOVERY (2005)
 AF6947
 AF6947'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES)
 AF6947'RECOVERED AS DESCRIBED.  NOT LEVELED TO.
 AF6947
 AF6947                          STATION RECOVERY (2005)
 AF6947
 AF6947'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6947'THE MARK IS IN PORT ST LUCIE, ON THE CLUB MED SANDPIPER MARINA
 AF6947'PROPERTY, IN SECTION 23, TOWNSHIP 37 SOUTH, RANGE 40 EAST.
 AF6947'
 AF6947'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. HIGHWAY 1 AND
 AF6947'WRIGHT BOULEVARD TO THE EAST AND FORK ROAD TO THE WEST (FIRST
 AF6947'INTERSECTION NORTH OF THE BRIDGE OVER THE ST. LUCIE RIVER) IN STUART,
 AF6947'GO NORTH ON U.S. HIGHWAY 1 FOR 3.2 MI (5.1 KM) TO THE JUNCTION OF
 AF6947'WESTMORELAND BOULEVARD ON THE LEFT.  TURN LEFT ON WESTMORELAND
 AF6947'BOULEVARD AND GO WEST FOR 2.0 MI (3.2 KM) TO THE ROUNDABOUT AT THE
 AF6947'INTERSECTION OF MORNINGSIDE BOULEVARD.  TURN LEFT AND GO
 AF6947'WEST-SOUTHWEST ON MORNINGSIDE BOULEVARD FOR 1.4 MI (2.3 KM) TO THE
 AF6947'GUARD SHACK AT THE ENTRANCE GATE OF THE CLUB MED SANDPIPER MARINA,
 AF6947'PASSING THROUGH THE GATE BEAR RIGHT AND GO SOUTH THROUGH THE PARKING
 AF6947'LOT FOR ABOUT 250.0 FT (76.2 M) TO THE WATERS EDGE AND THE MARK ON THE
 AF6947'LEFT, A CGS BENCH MARK DISK SET FLUSH IN THE TOP OF THE CONCRETE DOCK.
 AF6947'LOCATED 139.0 FT (42.4 M) EAST OF BENCH MARK NO 2 1972, 83.0 FT (25.3
 AF6947'M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE DOCK MASTERS OFFICE, 27.8
 AF6947'FT (8.5 M) NORTH OF THE SOUTH EDGE OF THE DOCK, 9.2 FT (2.8 M) EAST OF
 AF6947'THE WEST EDGE OF THE DOCK, 8.4 FT (2.6 M) EAST-SOUTHEAST OF AN
 AF6947'ORNAMENTAL LIGHT POST AND 0.5 FT (15 CM) WEST OF THE EAST EDGE OF THE
 AF6947'DOCK.
 AF6947
 AF6947                          STATION RECOVERY (2017)
 AF6947
 AF6947'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 AF6947'RECOVERED AS DESCRIBED IN GOOD CONDITION
 AF6947
 AF6947                          STATION RECOVERY (2020)
 AF6947
 AF6947'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6947'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6948 ***********************************************************************
 AF6948  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6948  DESIGNATION -  872 2334 TIDAL 2
 AF6948  PID         -  AF6948
 AF6948  STATE/COUNTY-  FL/ST LUCIE
 AF6948  COUNTRY     -  US
 AF6948  USGS QUAD   -  PALM CITY (2018)
 AF6948
 AF6948                         *CURRENT SURVEY CONTROL
 AF6948  ______________________________________________________________________
 AF6948* NAD 83(1986) POSITION- 27 14 39.4    (N) 080 18 54.1    (W)   HD_HELD2
 AF6948* NAVD 88 ORTHO HEIGHT -     0.999 (meters)        3.28  (feet) ADJUSTED
 AF6948  ______________________________________________________________________
 AF6948  GEOID HEIGHT    -        -27.406 (meters)                     GEOID18
 AF6948  DYNAMIC HEIGHT  -          0.998 (meters)        3.27  (feet) COMP
 AF6948  MODELED GRAVITY -    979,121.0   (mgal)                       NAVD 88
 AF6948
 AF6948  VERT ORDER      -  SECOND    CLASS I
 AF6948
 AF6948.The horizontal coordinates were established by autonomous hand held GPS
 AF6948.observations and have an estimated accuracy of +/- 10 meters.
 AF6948
 AF6948.The orthometric height was determined by differential leveling and
 AF6948.adjusted by the NATIONAL GEODETIC SURVEY
 AF6948.in March 2011.
 AF6948
 AF6948.No vertical observational check was made to the station.
 AF6948
 AF6948.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6948.GEOID18 height accuracy estimate available here.
 AF6948
 AF6948.This Tidal Bench Mark is designated as VM 5437
 AF6948.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6948
 AF6948.Click photographs - Photos may exist for this station.
 AF6948
 AF6948.The dynamic height is computed by dividing the NAVD 88
 AF6948.geopotential number by the normal gravity value computed on the
 AF6948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6948.degrees latitude (g = 980.6199 gals.).
 AF6948
 AF6948.The modeled gravity was interpolated from observed gravity values.
 AF6948
 AF6948;                    North         East    Units  Estimated Accuracy
 AF6948;SPC FL E     -   322,655.      267,836.      MT  (+/- 10 meters HH2 GPS)
 AF6948
 AF6948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6781313677(NAD 83)
 AF6948
 AF6948                          SUPERSEDED SURVEY CONTROL
 AF6948
 AF6948  NAVD 88 (06/15/91)    1.002  (m)            3.29   (f) SUPERSEDED  2 1
 AF6948  NGVD 29 (09/01/92)    1.452  (m)            4.76   (f) ADJUSTED    2 1
 AF6948
 AF6948.Superseded values are not recommended for survey control.
 AF6948
 AF6948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6948.See file dsdata.pdf to determine how the superseded data were derived.
 AF6948
 AF6948_MARKER: DB = BENCH MARK DISK
 AF6948_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6948_SP_SET: SEAWALL
 AF6948_STAMPING: NO 2 1972
 AF6948_MARK LOGO: CGS
 AF6948_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6948+STABILITY: SURFACE MOTION
 AF6948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6948+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2020
 AF6948
 AF6948  HISTORY     - Date     Condition        Report By
 AF6948  HISTORY     - 1972     MONUMENTED       NOS
 AF6948  HISTORY     - 1980     GOOD             FLDNR
 AF6948  HISTORY     - 1984     GOOD             FLDNR
 AF6948  HISTORY     - 1989     GOOD             USPSQD
 AF6948  HISTORY     - 1990     GOOD             USPSQD
 AF6948  HISTORY     - 1991     GOOD             USPSQD
 AF6948  HISTORY     - 20050810 GOOD             GCYI
 AF6948  HISTORY     - 20050811 GOOD             GCYI
 AF6948  HISTORY     - 20051011 GOOD             FLDEP
 AF6948  HISTORY     - 20170103 GOOD             NGS
 AF6948  HISTORY     - 20200623 GOOD             GEOCAC
 AF6948
 AF6948                          STATION DESCRIPTION
 AF6948
 AF6948'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6948'4.6 MI NW FROM STUART.
 AF6948'THE BENCH MARK IS SET FLUSH WITH CEMENT ON TOP OF THE SEAWALL, 60 FEET
 AF6948'SOUTHWEST OF THE SOUTHWEST CORNER OF THE DOCK MASTERS OFFICE, 2.6
 AF6948'FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE SEAWALL AND BOAT RAMP,
 AF6948'2.0 FEET SOUTHWEST OF A 4-INCH PIPE BASE SUPPORTING A STANDARD OIL
 AF6948'SIGN, AND 1.8 FEET EAST OF THE EAST WALL OF THE BOAT RAMP.
 AF6948
 AF6948                          STATION RECOVERY (1984)
 AF6948
 AF6948'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6948'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE BOAT RAMP HAS
 AF6948'BEEN CONVERTED TO A BOAT HOIST AND THE STANDARD OIL SIGN WAS REPLACED
 AF6948'BY A FLAGPOLE.
 AF6948
 AF6948                          STATION RECOVERY (1989)
 AF6948
 AF6948'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6948'RECOVERED IN GOOD CONDITION.
 AF6948
 AF6948                          STATION RECOVERY (1990)
 AF6948
 AF6948'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6948'RECOVERED IN GOOD CONDITION.
 AF6948
 AF6948                          STATION RECOVERY (1991)
 AF6948
 AF6948'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6948'RECOVERED IN GOOD CONDITION.
 AF6948
 AF6948                          STATION RECOVERY (2005)
 AF6948
 AF6948'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES)
 AF6948'RECOVERED IN GOOD CONDITION.
 AF6948
 AF6948                          STATION RECOVERY (2005)
 AF6948
 AF6948'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES)
 AF6948'RECOVERED AS DESCRIBED.
 AF6948
 AF6948                          STATION RECOVERY (2005)
 AF6948
 AF6948'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6948'THE MARK IS IN PORT ST LUCIE, ON THE CLUB MED SANDPIPER MARINA
 AF6948'PROPERTY, IN SECTION 23, TOWNSHIP 37 SOUTH, RANGE 40 EAST.
 AF6948'
 AF6948'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. HIGHWAY 1 AND
 AF6948'WRIGHT BOULEVARD TO THE EAST AND FORK ROAD TO THE WEST (FIRST
 AF6948'INTERSECTION NORTH OF THE BRIDGE OVER THE ST. LUCIE RIVER) IN STUART,
 AF6948'GO NORTH ON U.S. HIGHWAY 1 FOR 3.2 MI (5.1 KM) TO THE JUNCTION OF
 AF6948'WESTMORELAND BOULEVARD ON THE LEFT.  TURN LEFT ON WESTMORELAND
 AF6948'BOULEVARD AND GO WEST FOR 2.0 MI (3.2 KM) TO THE ROUNDABOUT AT THE
 AF6948'INTERSECTION OF MORNINGSIDE BOULEVARD.  TURN LEFT AND GO
 AF6948'WEST-SOUTHWEST ON MORNINGSIDE BOULEVARD FOR 1.4 MI (2.3 KM) TO THE
 AF6948'GUARD SHACK AT THE ENTRANCE GATE OF THE CLUB MED SANDPIPER MARINA,
 AF6948'PASSING THROUGH THE GATE BEAR RIGHT AND GO SOUTH THROUGH THE PARKING
 AF6948'LOT FOR ABOUT 250.0 FT (76.2 M) TO THE WATERS EDGE AND THE MARK ON THE
 AF6948'LEFT, A CGS BENCH MARK DISK SET FLUSH IN THE TOP OF THE CONCRETE
 AF6948'SEAWALL.
 AF6948'
 AF6948'LOCATED 139.0 FT (42.4 M) WEST OF BENCH MARK NO 1 1972, 104.7 FT (31.9
 AF6948'M) EAST OF BENCH MARK NO 3 1972, 60.0 FT (18.3 M) SOUTHWEST OF THE
 AF6948'SOUTHWEST CORNER OF THE DOCK MASTERS OFFICE, 38.0 FT (11.6 M)
 AF6948'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE PAD SUPPORTING TWO
 AF6948'FUEL TANKS, 2.1 FT (0.6 M) ABOVE A WOODEN DOCK THAT RUNS ALONG THE
 AF6948'SOUTH EDGE OF THE CONCRETE SEAWALL AND 1.8 FT (0.5 M) NORTH OF THE
 AF6948'SOUTH EDGE OF THE CONCRETE SEAWALL.
 AF6948
 AF6948                          STATION RECOVERY (2017)
 AF6948
 AF6948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 AF6948'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AF6948
 AF6948                          STATION RECOVERY (2020)
 AF6948
 AF6948'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6948'THE STANDARD OIL SIGN HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6949 ***********************************************************************
 AF6949  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6949  DESIGNATION -  872 2334 TIDAL 3
 AF6949  PID         -  AF6949
 AF6949  STATE/COUNTY-  FL/ST LUCIE
 AF6949  COUNTRY     -  US
 AF6949  USGS QUAD   -  PALM CITY (2018)
 AF6949
 AF6949                         *CURRENT SURVEY CONTROL
 AF6949  ______________________________________________________________________
 AF6949* NAD 83(1986) POSITION- 27 14 39.58   (N) 080 18 55.18   (W)   HD_HELD1
 AF6949* NAVD 88 ORTHO HEIGHT -     0.996 (meters)        3.27  (feet) ADJUSTED
 AF6949  ______________________________________________________________________
 AF6949  GEOID HEIGHT    -        -27.405 (meters)                     GEOID18
 AF6949  DYNAMIC HEIGHT  -          0.994 (meters)        3.26  (feet) COMP
 AF6949  MODELED GRAVITY -    979,121.0   (mgal)                       NAVD 88
 AF6949
 AF6949  VERT ORDER      -  SECOND    CLASS I
 AF6949
 AF6949.The horizontal coordinates were determined by differentially corrected
 AF6949.hand held GPS observations or other comparable positioning techniques
 AF6949.and have an estimated accuracy of +/- 3 meters.
 AF6949
 AF6949.The orthometric height was determined by differential leveling and
 AF6949.adjusted by the NATIONAL GEODETIC SURVEY
 AF6949.in June 1991.
 AF6949
 AF6949.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6949.GEOID18 height accuracy estimate available here.
 AF6949
 AF6949.This Tidal Bench Mark is designated as VM 5438
 AF6949.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6949
 AF6949.Click photographs - Photos may exist for this station.
 AF6949
 AF6949.The dynamic height is computed by dividing the NAVD 88
 AF6949.geopotential number by the normal gravity value computed on the
 AF6949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6949.degrees latitude (g = 980.6199 gals.).
 AF6949
 AF6949.The modeled gravity was interpolated from observed gravity values.
 AF6949
 AF6949;                    North         East    Units  Estimated Accuracy
 AF6949;SPC FL E     -   322,660.8     267,806.5     MT  (+/- 3 meters HH1 GPS) 
 AF6949
 AF6949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL6778313682(NAD 83)
 AF6949
 AF6949                          SUPERSEDED SURVEY CONTROL
 AF6949
 AF6949  NGVD 29 (09/01/92)    1.446  (m)            4.74   (f) ADJUSTED    2 1
 AF6949
 AF6949.Superseded values are not recommended for survey control.
 AF6949
 AF6949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6949.See file dsdata.pdf to determine how the superseded data were derived.
 AF6949
 AF6949_MARKER: DB = BENCH MARK DISK
 AF6949_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6949_SP_SET: SEAWALL
 AF6949_STAMPING: NO 3 1972
 AF6949_MARK LOGO: CGS
 AF6949_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6949+STABILITY: SURFACE MOTION
 AF6949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6949+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2020
 AF6949
 AF6949  HISTORY     - Date     Condition        Report By
 AF6949  HISTORY     - 1972     MONUMENTED       NOS
 AF6949  HISTORY     - 1980     GOOD             FLDNR
 AF6949  HISTORY     - 1984     GOOD             FLDNR
 AF6949  HISTORY     - 1989     GOOD             USPSQD
 AF6949  HISTORY     - 1990     GOOD             USPSQD
 AF6949  HISTORY     - 1991     GOOD             USPSQD
 AF6949  HISTORY     - 20050810 GOOD             GCYI
 AF6949  HISTORY     - 20050811 GOOD             GCYI
 AF6949  HISTORY     - 20051011 GOOD             FLDEP
 AF6949  HISTORY     - 20170103 GOOD             NGS
 AF6949  HISTORY     - 20200623 GOOD             GEOCAC
 AF6949
 AF6949                          STATION DESCRIPTION
 AF6949
 AF6949'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6949'4.6 MI NW FROM STUART.
 AF6949'THE BENCH MARK IS SET FLUSH IN THE TOP OF THE SEAWALL, 162 FEET WEST
 AF6949'OF THE SOUTHWEST CORNER OF THE DOCK MASTERS OFFICE AT THE ST. LUCIE
 AF6949'HILTON MARINA, AND 0.8 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF THE
 AF6949'SEAWALL AND BOAT RAMP.
 AF6949
 AF6949                          STATION RECOVERY (1984)
 AF6949
 AF6949'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6949'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE MARK IS ALSO 7
 AF6949'FEET EAST OF THE CENTERLINE OF THE BOAT RAMP.
 AF6949
 AF6949                          STATION RECOVERY (1989)
 AF6949
 AF6949'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6949'RECOVERED IN GOOD CONDITION.
 AF6949
 AF6949                          STATION RECOVERY (1990)
 AF6949
 AF6949'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6949'RECOVERED IN GOOD CONDITION.
 AF6949
 AF6949                          STATION RECOVERY (1991)
 AF6949
 AF6949'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6949'RECOVERED IN GOOD CONDITION.
 AF6949
 AF6949                          STATION RECOVERY (2005)
 AF6949
 AF6949'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES)
 AF6949'RECOVERED IN GOOD CONDITION.
 AF6949
 AF6949                          STATION RECOVERY (2005)
 AF6949
 AF6949'RECOVERY NOTE BY G.C.Y., INCORPORATED 2005 (JES)
 AF6949'RECOVERED AS DESCRIBED.
 AF6949
 AF6949                          STATION RECOVERY (2005)
 AF6949
 AF6949'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6949'THE MARK IS IN PORT ST LUCIE, ON THE CLUB MED SANDPIPER MARINA
 AF6949'PROPERTY, IN SECTION 23, TOWNSHIP 37 SOUTH, RANGE 40 EAST.
 AF6949'
 AF6949'TO REACH THE MARK FROM THE INTERSECTION OF THE U.S. HIGHWAY 1 AND
 AF6949'WRIGHT BOULEVARD TO THE EAST AND FORK ROAD TO THE WEST (FIRST
 AF6949'INTERSECTION NORTH OF THE BRIDGE OVER THE ST. LUCIE RIVER) IN STUART,
 AF6949'GO NORTH ON U.S. HIGHWAY 1 FOR 3.2 MI (5.1 KM) TO THE JUNCTION OF
 AF6949'WESTMORELAND BOULEVARD ON THE LEFT.  TURN LEFT ON WESTMORELAND
 AF6949'BOULEVARD AND GO WEST FOR 2.0 MI (3.2 KM) TO THE ROUNDABOUT AT THE
 AF6949'INTERSECTION OF MORNINGSIDE BOULEVARD.  TURN LEFT AND GO
 AF6949'WEST-SOUTHWEST ON MORNINGSIDE BOULEVARD FOR 1.4 MI (2.3 KM) TO THE
 AF6949'GUARD SHACK AT THE ENTRANCE GATE OF THE CLUB MED SANDPIPER MARINA,
 AF6949'PASSING THROUGH THE GATE BEAR RIGHT AND GO SOUTH THROUGH THE PARKING
 AF6949'LOT FOR ABOUT 250.0 FT (76.2 M) TO THE WATERS EDGE AND THE MARK ON THE
 AF6949'LEFT, A CGS BENCH MARK DISK SET FLUSH IN THE TOP OF THE CONCRETE
 AF6949'SEAWALL ON THE EAST SIDE OF A BOAT RAMP.
 AF6949'
 AF6949'LOCATED 162.0 FT (49.4 M) WEST OF THE SOUTHWEST CORNER OF THE DOCK
 AF6949'MASTERS OFFICE, 104.7 FT (31.9 M) WEST OF BENCH MARK NO 2 1972, 24.4
 AF6949'FT (7.4 M) SOUTH OF THE NORTH END OF THE CONCRETE SEAWALL IN THE
 AF6949'NORTHEAST CORNER OF THE BOAT RAMP, 6.6 FT (2.0 M) EAST OF AND 3.0 FT
 AF6949'(0.9 M) ABOVE THE APPROXIMATE CENTERLINE OF THE BOAT RAMP AND 0.8 FT
 AF6949'(24 CM) NORTHEAST OF THE SOUTHWEST CORNER OF THE SEAWALL ON THE EAST
 AF6949'EDGE OF A BOAT RAMP.
 AF6949
 AF6949                          STATION RECOVERY (2017)
 AF6949
 AF6949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 AF6949'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AF6949
 AF6949                          STATION RECOVERY (2020)
 AF6949
 AF6949'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6949'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6946 ***********************************************************************
 AF6946  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6946  DESIGNATION -  872 2334 TIDAL 4
 AF6946  PID         -  AF6946
 AF6946  STATE/COUNTY-  FL/ST LUCIE
 AF6946  COUNTRY     -  US
 AF6946  USGS QUAD   -  PALM CITY (2018)
 AF6946
 AF6946                         *CURRENT SURVEY CONTROL
 AF6946  ______________________________________________________________________
 AF6946* NAD 83(1986) POSITION- 27 14 37.     (N) 080 18 47.     (W)   SCALED
 AF6946* NAVD 88 ORTHO HEIGHT -     0.791 (meters)        2.60  (feet) ADJUSTED
 AF6946  ______________________________________________________________________
 AF6946  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 AF6946  DYNAMIC HEIGHT  -          0.789 (meters)        2.59  (feet) COMP
 AF6946  MODELED GRAVITY -    979,121.0   (mgal)                       NAVD 88
 AF6946
 AF6946  VERT ORDER      -  SECOND    CLASS I
 AF6946
 AF6946.The horizontal coordinates were scaled from a map and have
 AF6946.an estimated accuracy of +/- 6 seconds.
 AF6946
 AF6946.The orthometric height was determined by differential leveling and
 AF6946.adjusted by the NATIONAL GEODETIC SURVEY
 AF6946.in June 1991.
 AF6946
 AF6946.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6946.GEOID18 height accuracy estimate available here.
 AF6946
 AF6946.This Tidal Bench Mark is designated as VM 5439
 AF6946.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6946
 AF6946.Click photographs - Photos may exist for this station.
 AF6946
 AF6946.The dynamic height is computed by dividing the NAVD 88
 AF6946.geopotential number by the normal gravity value computed on the
 AF6946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6946.degrees latitude (g = 980.6199 gals.).
 AF6946
 AF6946.The modeled gravity was interpolated from observed gravity values.
 AF6946
 AF6946;                    North         East    Units  Estimated Accuracy
 AF6946;SPC FL E     -   322,580.      268,030.      MT  (+/- 180 meters Scaled)
 AF6946
 AF6946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL680136(NAD 83)
 AF6946
 AF6946                          SUPERSEDED SURVEY CONTROL
 AF6946
 AF6946  NGVD 29 (09/01/92)    1.241  (m)            4.07   (f) ADJUSTED    2 1
 AF6946
 AF6946.Superseded values are not recommended for survey control.
 AF6946
 AF6946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6946.See file dsdata.pdf to determine how the superseded data were derived.
 AF6946
 AF6946_MARKER: DB = BENCH MARK DISK
 AF6946_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF6946_SP_SET: DOCK
 AF6946_STAMPING: NO 4 1972
 AF6946_MARK LOGO: CGS
 AF6946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6946
 AF6946  HISTORY     - Date     Condition        Report By
 AF6946  HISTORY     - 1972     MONUMENTED       NOS
 AF6946  HISTORY     - 1980     GOOD             FLDNR
 AF6946  HISTORY     - 1984     GOOD             FLDNR
 AF6946  HISTORY     - 1989     GOOD             USPSQD
 AF6946  HISTORY     - 1990     GOOD             USPSQD
 AF6946  HISTORY     - 1991     GOOD             USPSQD
 AF6946  HISTORY     - 20200623 MARK NOT FOUND   GEOCAC
 AF6946
 AF6946                          STATION DESCRIPTION
 AF6946
 AF6946'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6946'4.6 MI NW FROM STUART.
 AF6946'THE BENCH MARK IS SET FLUSH IN THE CONCRETE DOCK OF THE ST. LUCIE
 AF6946'HILTON COUNTRY CLUB, 231.5 FEET WEST OF THE NORTHEAST CORNER OF THE
 AF6946'DOCK, 109.5 FEET EAST OF THE NORTHWEST CORNER OF THE DOCK, 9.5 FEET
 AF6946'NORTH OF THE SOUTH EDGE OF THE DOCK, AND 0.5 FOOT SOUTH OF THE NORTH
 AF6946'EDGE OF THE DOCK.
 AF6946
 AF6946                          STATION RECOVERY (1984)
 AF6946
 AF6946'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6946'RECOVERED IN GOOD CONDITION.
 AF6946
 AF6946                          STATION RECOVERY (1989)
 AF6946
 AF6946'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6946'RECOVERED IN GOOD CONDITION.
 AF6946
 AF6946                          STATION RECOVERY (1990)
 AF6946
 AF6946'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6946'RECOVERED IN GOOD CONDITION.
 AF6946
 AF6946                          STATION RECOVERY (1991)
 AF6946
 AF6946'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6946'RECOVERED IN GOOD CONDITION.
 AF6946
 AF6946                          STATION RECOVERY (2020)
 AF6946
 AF6946'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6946'MEASUREMENTS FELL UNDER A CONCRETE PARKING STOP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6945 ***********************************************************************
 AF6945  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6945  DESIGNATION -  872 2334 TIDAL 5
 AF6945  PID         -  AF6945
 AF6945  STATE/COUNTY-  FL/ST LUCIE
 AF6945  COUNTRY     -  US
 AF6945  USGS QUAD   -  PALM CITY (2018)
 AF6945
 AF6945                         *CURRENT SURVEY CONTROL
 AF6945  ______________________________________________________________________
 AF6945* NAD 83(1986) POSITION- 27 14 37.     (N) 080 18 47.     (W)   SCALED
 AF6945* NAVD 88 ORTHO HEIGHT -     0.783 (meters)        2.57  (feet) ADJUSTED
 AF6945  ______________________________________________________________________
 AF6945  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 AF6945  DYNAMIC HEIGHT  -          0.782 (meters)        2.57  (feet) COMP
 AF6945  MODELED GRAVITY -    979,121.0   (mgal)                       NAVD 88
 AF6945
 AF6945  VERT ORDER      -  SECOND    CLASS I
 AF6945
 AF6945.The horizontal coordinates were scaled from a map and have
 AF6945.an estimated accuracy of +/- 6 seconds.
 AF6945
 AF6945.The orthometric height was determined by differential leveling and
 AF6945.adjusted by the NATIONAL GEODETIC SURVEY
 AF6945.in June 1991.
 AF6945
 AF6945.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6945.GEOID18 height accuracy estimate available here.
 AF6945
 AF6945.This Tidal Bench Mark is designated as VM 5440
 AF6945.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6945
 AF6945.Click photographs - Photos may exist for this station.
 AF6945
 AF6945.The dynamic height is computed by dividing the NAVD 88
 AF6945.geopotential number by the normal gravity value computed on the
 AF6945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6945.degrees latitude (g = 980.6199 gals.).
 AF6945
 AF6945.The modeled gravity was interpolated from observed gravity values.
 AF6945
 AF6945;                    North         East    Units  Estimated Accuracy
 AF6945;SPC FL E     -   322,580.      268,030.      MT  (+/- 180 meters Scaled)
 AF6945
 AF6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL680136(NAD 83)
 AF6945
 AF6945                          SUPERSEDED SURVEY CONTROL
 AF6945
 AF6945  NGVD 29 (09/01/92)    1.233  (m)            4.05   (f) ADJUSTED    2 1
 AF6945
 AF6945.Superseded values are not recommended for survey control.
 AF6945
 AF6945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6945.See file dsdata.pdf to determine how the superseded data were derived.
 AF6945
 AF6945_MARKER: DB = BENCH MARK DISK
 AF6945_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF6945_SP_SET: DOCK
 AF6945_STAMPING: NO 5 1972
 AF6945_MARK LOGO: CGS
 AF6945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6945
 AF6945  HISTORY     - Date     Condition        Report By
 AF6945  HISTORY     - 1972     MONUMENTED       NOS
 AF6945  HISTORY     - 1980     GOOD             FLDNR
 AF6945  HISTORY     - 1984     GOOD             FLDNR
 AF6945  HISTORY     - 1989     GOOD             USPSQD
 AF6945  HISTORY     - 1990     GOOD             USPSQD
 AF6945  HISTORY     - 1991     GOOD             USPSQD
 AF6945  HISTORY     - 20200623 MARK NOT FOUND   GEOCAC
 AF6945
 AF6945                          STATION DESCRIPTION
 AF6945
 AF6945'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6945'4.6 MI NW FROM STUART.
 AF6945'THE BENCH MARK IS SET FLUSH IN THE CONCRETE DOCK OF THE ST. LUCIE
 AF6945'HILTON COUNTRY CLUB MARINA, JUST SOUTH OF THE TENNIS COURTS, 180.3
 AF6945'FEET EAST OF BENCH MARK NO. 4 1972, 51.2 FEET EAST OF THE NORTHEAST
 AF6945'CORNER OF THE DOCK, 9.5 FEET NORTH OF THE SOUTH EDGE OF THE DOCK, AND
 AF6945'0.4 FOOT SOUTH OF THE NORTH EDGE OF THE DOCK.
 AF6945
 AF6945                          STATION RECOVERY (1984)
 AF6945
 AF6945'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF6945'RECOVERED IN GOOD CONDITION.
 AF6945
 AF6945                          STATION RECOVERY (1989)
 AF6945
 AF6945'RECOVERY NOTE BY US POWER SQUADRON 1989 (DFH)
 AF6945'RECOVERED IN GOOD CONDITION.
 AF6945
 AF6945                          STATION RECOVERY (1990)
 AF6945
 AF6945'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6945'RECOVERED IN GOOD CONDITION.
 AF6945
 AF6945                          STATION RECOVERY (1991)
 AF6945
 AF6945'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6945'RECOVERED IN GOOD CONDITION.
 AF6945
 AF6945                          STATION RECOVERY (2020)
 AF6945
 AF6945'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6945'MEASUREMENTS FELL UNDER A CONCRETE PARKING STOP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3189 ***********************************************************************
 AF3189  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3189  DESIGNATION -  872 2357 5
 AF3189  PID         -  AF3189
 AF3189  STATE/COUNTY-  FL/MARTIN
 AF3189  COUNTRY     -  US
 AF3189  USGS QUAD   -  PALM CITY (2018)
 AF3189
 AF3189                         *CURRENT SURVEY CONTROL
 AF3189  ______________________________________________________________________
 AF3189* NAD 83(1986) POSITION- 27 12 05.30   (N) 080 15 29.55   (W)   HD_HELD1
 AF3189* NAVD 88 ORTHO HEIGHT -     3.334 (meters)       10.94  (feet) ADJUSTED
 AF3189  ______________________________________________________________________
 AF3189  GEOID HEIGHT    -        -27.501 (meters)                     GEOID18
 AF3189  DYNAMIC HEIGHT  -          3.329 (meters)       10.92  (feet) COMP
 AF3189  MODELED GRAVITY -    979,116.2   (mgal)                       NAVD 88
 AF3189
 AF3189  VERT ORDER      -  FIRST     CLASS II
 AF3189
 AF3189.The horizontal coordinates were determined by differentially corrected
 AF3189.hand held GPS observations or other comparable positioning techniques
 AF3189.and have an estimated accuracy of +/- 3 meters.
 AF3189
 AF3189.The orthometric height was determined by differential leveling and
 AF3189.adjusted by the NATIONAL GEODETIC SURVEY
 AF3189.in June 1991.
 AF3189
 AF3189.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3189.GEOID18 height accuracy estimate available here.
 AF3189
 AF3189.This Tidal Bench Mark is designated as VM 5446
 AF3189.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3189
 AF3189.Click photographs - Photos may exist for this station.
 AF3189
 AF3189.The dynamic height is computed by dividing the NAVD 88
 AF3189.geopotential number by the normal gravity value computed on the
 AF3189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3189.degrees latitude (g = 980.6199 gals.).
 AF3189
 AF3189.The modeled gravity was interpolated from observed gravity values.
 AF3189
 AF3189;                    North         East    Units  Estimated Accuracy
 AF3189;SPC FL E     -   317,944.4     273,491.7     MT  (+/- 3 meters HH1 GPS) 
 AF3189
 AF3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7346608967(NAD 83)
 AF3189
 AF3189                          SUPERSEDED SURVEY CONTROL
 AF3189
 AF3189  NGVD 29 (09/01/92)    3.780  (m)           12.40   (f) ADJUSTED    2 0
 AF3189
 AF3189.Superseded values are not recommended for survey control.
 AF3189
 AF3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3189.See file dsdata.pdf to determine how the superseded data were derived.
 AF3189
 AF3189_MARKER: DB = BENCH MARK DISK
 AF3189_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF3189_SP_SET: BRIDGE WALKWAY
 AF3189_STAMPING: NO 5
 AF3189_MARK LOGO: FLSRD
 AF3189_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF3189_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF3189+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2020
 AF3189
 AF3189  HISTORY     - Date     Condition        Report By
 AF3189  HISTORY     - UNK      MONUMENTED       FLSRD
 AF3189  HISTORY     - 1970     GOOD             NGS
 AF3189  HISTORY     - 1972     GOOD             NGS
 AF3189  HISTORY     - 1980     GOOD             FLDNR
 AF3189  HISTORY     - 1986     GOOD             FLDNR
 AF3189  HISTORY     - 1989     GOOD             USPSQD
 AF3189  HISTORY     - 1990     GOOD             USPSQD
 AF3189  HISTORY     - 1991     GOOD             USPSQD
 AF3189  HISTORY     - 2002     GOOD             GCYI
 AF3189  HISTORY     - 20051012 GOOD             FLDEP
 AF3189  HISTORY     - 20110624 GOOD             FLDEP
 AF3189  HISTORY     - 20110817 GOOD             GEOCAC
 AF3189  HISTORY     - 20170202 GOOD             NGS
 AF3189  HISTORY     - 20200222 GOOD             GEOCAC
 AF3189
 AF3189                          STATION DESCRIPTION
 AF3189
 AF3189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3189'AT STUART.
 AF3189'AT STUART, ABOUT 0.2 MILE NORTH ALONG THE FLORIDA EAST COAST
 AF3189'RAILWAY FROM THE CROSSING OF WEST 1ST STREET, ABOUT 75 YARDS
 AF3189'WEST OF THE TRACK, SET ON THE TOP OF THE SOUTH END OF THE WEST
 AF3189'WALKWAY OF THE U.S. HIGHWAY 1 (SOUTHBOUND LANE) BRIDGE OVER
 AF3189'THE ST LUCIE RIVER, 0.6 FOOT NORTH OF THE SOUTH END OF THE
 AF3189'WALKWAY, 0.5 FOOT EAST OF THE SOUTH END OF THE GUARD RAIL AND
 AF3189'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AF3189
 AF3189                          STATION RECOVERY (1972)
 AF3189
 AF3189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3189'RECOVERED IN GOOD CONDITION.
 AF3189
 AF3189                          STATION RECOVERY (1980)
 AF3189
 AF3189'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3189'RECOVERED IN GOOD CONDITION.
 AF3189
 AF3189                          STATION RECOVERY (1986)
 AF3189
 AF3189'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF3189'RECOVERED IN GOOD CONDITION.
 AF3189
 AF3189                          STATION RECOVERY (1989)
 AF3189
 AF3189'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3189'RECOVERED IN GOOD CONDITION.
 AF3189
 AF3189                          STATION RECOVERY (1990)
 AF3189
 AF3189'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF3189'RECOVERED IN GOOD CONDITION.
 AF3189
 AF3189                          STATION RECOVERY (1991)
 AF3189
 AF3189'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF3189'RECOVERED IN GOOD CONDITION.
 AF3189
 AF3189                          STATION RECOVERY (2002)
 AF3189
 AF3189'RECOVERY NOTE BY G.C.Y., INCORPORATED 2002
 AF3189'RECOVERED IN GOOD CONDITION.
 AF3189
 AF3189                          STATION RECOVERY (2005)
 AF3189
 AF3189'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF3189'RECOVERED AS DESCRIBED.
 AF3189
 AF3189                          STATION RECOVERY (2011)
 AF3189
 AF3189'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (DLP)
 AF3189'RECOVERED AS DESCRIBED.
 AF3189
 AF3189                          STATION RECOVERY (2011)
 AF3189
 AF3189'RECOVERY NOTE BY GEOCACHING 2011 (JL)
 AF3189'FOUND IN GOOD CONDITION AND CLEARLY MARKED.
 AF3189
 AF3189                          STATION RECOVERY (2017)
 AF3189
 AF3189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 AF3189'RECOVERED IN GOOD CONDITION.
 AF3189
 AF3189                          STATION RECOVERY (2020)
 AF3189
 AF3189'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF3189'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3186 ***********************************************************************
 AF3186  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3186  DESIGNATION -  872 2357 TIDAL 1
 AF3186  PID         -  AF3186
 AF3186  STATE/COUNTY-  FL/MARTIN
 AF3186  COUNTRY     -  US
 AF3186  USGS QUAD   -  PALM CITY (2018)
 AF3186
 AF3186                         *CURRENT SURVEY CONTROL
 AF3186  ______________________________________________________________________
 AF3186* NAD 83(1986) POSITION- 27 12 00.     (N) 080 15 28.     (W)   SCALED
 AF3186* NAVD 88 ORTHO HEIGHT -     1.197 (meters)        3.93  (feet) ADJUSTED
 AF3186  ______________________________________________________________________
 AF3186  GEOID HEIGHT    -        -27.500 (meters)                     GEOID18
 AF3186  DYNAMIC HEIGHT  -          1.195 (meters)        3.92  (feet) COMP
 AF3186  MODELED GRAVITY -    979,116.0   (mgal)                       NAVD 88
 AF3186
 AF3186  VERT ORDER      -  SECOND    CLASS 0
 AF3186
 AF3186.The horizontal coordinates were scaled from a map and have
 AF3186.an estimated accuracy of +/- 6 seconds.
 AF3186
 AF3186.The orthometric height was determined by differential leveling and
 AF3186.adjusted by the NATIONAL GEODETIC SURVEY
 AF3186.in June 1991.
 AF3186
 AF3186.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3186.GEOID18 height accuracy estimate available here.
 AF3186
 AF3186.This Tidal Bench Mark is designated as VM 5442
 AF3186.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3186
 AF3186.Click photographs - Photos may exist for this station.
 AF3186
 AF3186.The dynamic height is computed by dividing the NAVD 88
 AF3186.geopotential number by the normal gravity value computed on the
 AF3186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3186.degrees latitude (g = 980.6199 gals.).
 AF3186
 AF3186.The modeled gravity was interpolated from observed gravity values.
 AF3186
 AF3186;                    North         East    Units  Estimated Accuracy
 AF3186;SPC FL E     -   317,780.      273,540.      MT  (+/- 180 meters Scaled)
 AF3186
 AF3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL735088(NAD 83)
 AF3186
 AF3186                          SUPERSEDED SURVEY CONTROL
 AF3186
 AF3186  NGVD 29 (09/01/92)    1.643  (m)            5.39   (f) ADJUSTED    2 0
 AF3186
 AF3186.Superseded values are not recommended for survey control.
 AF3186
 AF3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3186.See file dsdata.pdf to determine how the superseded data were derived.
 AF3186
 AF3186_MARKER: DB = BENCH MARK DISK
 AF3186_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AF3186_SP_SET: PIER DECKING
 AF3186_STAMPING: NO 1 1969
 AF3186_MARK LOGO: CGS
 AF3186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3186
 AF3186  HISTORY     - Date     Condition        Report By
 AF3186  HISTORY     - 1969     MONUMENTED       CGS
 AF3186  HISTORY     - 1970     GOOD             NGS
 AF3186  HISTORY     - 1972     GOOD             NGS
 AF3186  HISTORY     - 1980     GOOD             FLDNR
 AF3186  HISTORY     - 1980     GOOD             FLDNR
 AF3186  HISTORY     - 1986     GOOD             FLDNR
 AF3186  HISTORY     - 1989     GOOD             USPSQD
 AF3186  HISTORY     - 1990     GOOD             USPSQD
 AF3186  HISTORY     - 1991     GOOD             USPSQD
 AF3186  HISTORY     - 20110623 MARK NOT FOUND   FLDEP
 AF3186  HISTORY     - 20200222 MARK NOT FOUND   GEOCAC
 AF3186
 AF3186                          STATION DESCRIPTION
 AF3186
 AF3186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3186'AT STUART.
 AF3186'AT STUART, ABOUT 0.1 MILE WEST ALONG WEST 1ST STREET FROM THE
 AF3186'INTERSECTION OF U.S. HIGHWAY 1, AT THE WEST END OF THE STREET,
 AF3186'ALONG THE EAST BANK OF THE ST LUCIE RIVER, SET ON THE TOP OF
 AF3186'THE SOUTHEAST CORNER OF THE CONCRETE FLOOR OF THE MUNICIPAL
 AF3186'PIER AND DOCK, 1.3 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE
 AF3186'PIER AND LEVEL WITH THE FLOOR OF THE PIER.
 AF3186
 AF3186                          STATION RECOVERY (1972)
 AF3186
 AF3186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3186'RECOVERED IN GOOD CONDITION.
 AF3186
 AF3186                          STATION RECOVERY (1980)
 AF3186
 AF3186'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3186'RECOVERED IN GOOD CONDITION.
 AF3186
 AF3186                          STATION RECOVERY (1980)
 AF3186
 AF3186'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3186'RECOVERED IN GOOD CONDITION.
 AF3186
 AF3186                          STATION RECOVERY (1986)
 AF3186
 AF3186'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF3186'RECOVERED IN GOOD CONDITION.
 AF3186
 AF3186                          STATION RECOVERY (1989)
 AF3186
 AF3186'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3186'RECOVERED IN GOOD CONDITION.
 AF3186
 AF3186                          STATION RECOVERY (1990)
 AF3186
 AF3186'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF3186'RECOVERED IN GOOD CONDITION.
 AF3186
 AF3186                          STATION RECOVERY (1991)
 AF3186
 AF3186'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF3186'RECOVERED IN GOOD CONDITION.
 AF3186
 AF3186                          STATION RECOVERY (2011)
 AF3186
 AF3186'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (DLP)
 AF3186'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AF3186
 AF3186                          STATION RECOVERY (2020)
 AF3186
 AF3186'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF3186'THE CONCRETE PIER HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3187 ***********************************************************************
 AF3187  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3187  DESIGNATION -  872 2357 TIDAL 2
 AF3187  PID         -  AF3187
 AF3187  STATE/COUNTY-  FL/MARTIN
 AF3187  COUNTRY     -  US
 AF3187  USGS QUAD   -  PALM CITY (2018)
 AF3187
 AF3187                         *CURRENT SURVEY CONTROL
 AF3187  ______________________________________________________________________
 AF3187* NAD 83(1986) POSITION- 27 12 00.     (N) 080 15 29.     (W)   SCALED
 AF3187* NAVD 88 ORTHO HEIGHT -     1.233 (meters)        4.05  (feet) ADJUSTED
 AF3187  ______________________________________________________________________
 AF3187  GEOID HEIGHT    -        -27.500 (meters)                     GEOID18
 AF3187  DYNAMIC HEIGHT  -          1.231 (meters)        4.04  (feet) COMP
 AF3187  MODELED GRAVITY -    979,116.0   (mgal)                       NAVD 88
 AF3187
 AF3187  VERT ORDER      -  SECOND    CLASS 0
 AF3187
 AF3187.The horizontal coordinates were scaled from a map and have
 AF3187.an estimated accuracy of +/- 6 seconds.
 AF3187
 AF3187.The orthometric height was determined by differential leveling and
 AF3187.adjusted by the NATIONAL GEODETIC SURVEY
 AF3187.in June 1991.
 AF3187
 AF3187.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3187.GEOID18 height accuracy estimate available here.
 AF3187
 AF3187.This Tidal Bench Mark is designated as VM 5443
 AF3187.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3187
 AF3187.Click photographs - Photos may exist for this station.
 AF3187
 AF3187.The dynamic height is computed by dividing the NAVD 88
 AF3187.geopotential number by the normal gravity value computed on the
 AF3187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3187.degrees latitude (g = 980.6199 gals.).
 AF3187
 AF3187.The modeled gravity was interpolated from observed gravity values.
 AF3187
 AF3187;                    North         East    Units  Estimated Accuracy
 AF3187;SPC FL E     -   317,780.      273,510.      MT  (+/- 180 meters Scaled)
 AF3187
 AF3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL734088(NAD 83)
 AF3187
 AF3187                          SUPERSEDED SURVEY CONTROL
 AF3187
 AF3187  NGVD 29 (09/01/92)    1.680  (m)            5.51   (f) ADJUSTED    2 0
 AF3187
 AF3187.Superseded values are not recommended for survey control.
 AF3187
 AF3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3187.See file dsdata.pdf to determine how the superseded data were derived.
 AF3187
 AF3187_MARKER: DB = BENCH MARK DISK
 AF3187_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AF3187_SP_SET: PIER DECKING
 AF3187_STAMPING: NO 2 1969
 AF3187_MARK LOGO: CGS
 AF3187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3187
 AF3187  HISTORY     - Date     Condition        Report By
 AF3187  HISTORY     - 1969     MONUMENTED       CGS
 AF3187  HISTORY     - 1970     GOOD             NGS
 AF3187  HISTORY     - 1972     GOOD             NGS
 AF3187  HISTORY     - 1980     GOOD             FLDNR
 AF3187  HISTORY     - 1980     GOOD             FLDNR
 AF3187  HISTORY     - 1986     GOOD             FLDNR
 AF3187  HISTORY     - 1989     GOOD             USPSQD
 AF3187  HISTORY     - 1990     GOOD             USPSQD
 AF3187  HISTORY     - 1991     GOOD             USPSQD
 AF3187  HISTORY     - 20110623 MARK NOT FOUND   FLDEP
 AF3187  HISTORY     - 20200222 MARK NOT FOUND   GEOCAC
 AF3187
 AF3187                          STATION DESCRIPTION
 AF3187
 AF3187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3187'AT STUART.
 AF3187'AT STUART, 0.1 MILE WEST ALONG WEST 1ST STREET FROM THE
 AF3187'INTERSECTION OF U.S. HIGHWAY 1, AT THE WEST END OF WEST 1ST
 AF3187'STREET, AT THE CITY MUNICIPAL PIER, SET ON THE TOP OF THE SOUTH
 AF3187'EDGE OF THE CONCRETE WALKWAY OVER THE 4TH PIER FROM THE EAST
 AF3187'END OF THE WALKWAY, 66 FEET WEST OF THE EAST END OF THE WALK,
 AF3187'0.4 FOOT NORTH OF THE NORTH FACE OF THE CONCRETE GUARD RAIL BASE
 AF3187'AND LEVEL WITH THE PIER.
 AF3187
 AF3187                          STATION RECOVERY (1972)
 AF3187
 AF3187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3187'RECOVERED IN GOOD CONDITION.
 AF3187
 AF3187                          STATION RECOVERY (1980)
 AF3187
 AF3187'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3187'RECOVERED IN GOOD CONDITION.
 AF3187
 AF3187                          STATION RECOVERY (1980)
 AF3187
 AF3187'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3187'RECOVERED IN GOOD CONDITION.
 AF3187
 AF3187                          STATION RECOVERY (1986)
 AF3187
 AF3187'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF3187'RECOVERED IN GOOD CONDITION.
 AF3187
 AF3187                          STATION RECOVERY (1989)
 AF3187
 AF3187'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3187'RECOVERED IN GOOD CONDITION.
 AF3187
 AF3187                          STATION RECOVERY (1990)
 AF3187
 AF3187'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF3187'RECOVERED IN GOOD CONDITION.
 AF3187
 AF3187                          STATION RECOVERY (1991)
 AF3187
 AF3187'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF3187'RECOVERED IN GOOD CONDITION.
 AF3187
 AF3187                          STATION RECOVERY (2011)
 AF3187
 AF3187'RECOVERY NOTE BY FL DEPT OF ENV PRO 2011 (DLP)
 AF3187'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AF3187
 AF3187                          STATION RECOVERY (2020)
 AF3187
 AF3187'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF3187'THE CONCRETE WALKWAY HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3190 ***********************************************************************
 AF3190  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3190  DESIGNATION -  872 2357 TIDAL 4
 AF3190  PID         -  AF3190
 AF3190  STATE/COUNTY-  FL/MARTIN
 AF3190  COUNTRY     -  US
 AF3190  USGS QUAD   -  PALM CITY (2018)
 AF3190
 AF3190                         *CURRENT SURVEY CONTROL
 AF3190  ______________________________________________________________________
 AF3190* NAD 83(1986) POSITION- 27 12 06.     (N) 080 15 29.     (W)   SCALED
 AF3190* NAVD 88 ORTHO HEIGHT -     3.250 (meters)       10.66  (feet) ADJUSTED
 AF3190  ______________________________________________________________________
 AF3190  GEOID HEIGHT    -        -27.501 (meters)                     GEOID18
 AF3190  DYNAMIC HEIGHT  -          3.245 (meters)       10.65  (feet) COMP
 AF3190  MODELED GRAVITY -    979,116.2   (mgal)                       NAVD 88
 AF3190
 AF3190  VERT ORDER      -  FIRST     CLASS II
 AF3190
 AF3190.The horizontal coordinates were scaled from a map and have
 AF3190.an estimated accuracy of +/- 6 seconds.
 AF3190
 AF3190.The orthometric height was determined by differential leveling and
 AF3190.adjusted by the NATIONAL GEODETIC SURVEY
 AF3190.in May 2003.
 AF3190
 AF3190.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3190.GEOID18 height accuracy estimate available here.
 AF3190
 AF3190.This Tidal Bench Mark is designated as VM 5445
 AF3190.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3190
 AF3190.Click photographs - Photos may exist for this station.
 AF3190
 AF3190.The dynamic height is computed by dividing the NAVD 88
 AF3190.geopotential number by the normal gravity value computed on the
 AF3190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3190.degrees latitude (g = 980.6199 gals.).
 AF3190
 AF3190.The modeled gravity was interpolated from observed gravity values.
 AF3190
 AF3190;                    North         East    Units  Estimated Accuracy
 AF3190;SPC FL E     -   317,970.      273,510.      MT  (+/- 180 meters Scaled)
 AF3190
 AF3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL734089(NAD 83)
 AF3190
 AF3190                          SUPERSEDED SURVEY CONTROL
 AF3190
 AF3190  NAVD 88 (09/06/96)    3.248  (m)           10.66   (f) SUPERSEDED  1 2
 AF3190  NAVD 88 (05/20/94)    3.251  (m)           10.67   (f) SUPERSEDED  1 2
 AF3190  NAVD 88 (06/15/91)    3.247  (m)           10.65   (f) SUPERSEDED  1 2
 AF3190  NGVD 29 (09/01/92)    3.695  (m)           12.12   (f) ADJUSTED    1 2
 AF3190
 AF3190.Superseded values are not recommended for survey control.
 AF3190
 AF3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3190.See file dsdata.pdf to determine how the superseded data were derived.
 AF3190
 AF3190_MARKER: DB = BENCH MARK DISK
 AF3190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF3190_SP_SET: BRIDGE SIDEWALK
 AF3190_STAMPING: NO 4 1969
 AF3190_MARK LOGO: CGS
 AF3190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3190_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF3190+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1991
 AF3190
 AF3190  HISTORY     - Date     Condition        Report By
 AF3190  HISTORY     - 1969     MONUMENTED       CGS
 AF3190  HISTORY     - 1970     GOOD             NGS
 AF3190  HISTORY     - 1972     GOOD             NGS
 AF3190  HISTORY     - 1980     GOOD             FLDNR
 AF3190  HISTORY     - 1990     GOOD             USPSQD
 AF3190  HISTORY     - 1991     GOOD             USPSQD
 AF3190  HISTORY     - 19910128 GOOD             NGS
 AF3190  HISTORY     - 20110817 MARK NOT FOUND   GEOCAC
 AF3190  HISTORY     - 20200222 MARK NOT FOUND   GEOCAC
 AF3190
 AF3190                          STATION DESCRIPTION
 AF3190
 AF3190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3190'AT STUART.
 AF3190'AT STUART, ABOUT 0.2 MILE NORTH ALONG THE FLORIDA EAST COAST
 AF3190'RAILWAY FROM THE CROSSING OF WEST 1ST STREET, ABOUT 50 YARDS
 AF3190'WEST OF THE TRACK, SET IN THE TOP OF THE SOUTH END OF THE EAST
 AF3190'WALKWAY OF THE NORTHBOUND LANE OF THE U.S. HIGHWAY 1 BRIDGE
 AF3190'OVER THE ST LUCIE RIVER, 3 FEET NORTH OF THE SOUTH END OF THE
 AF3190'BRIDGE, 0.4 FOOT WEST OF THE WEST FACE OF THE EAST CONCRETE
 AF3190'GUARD RAIL BASE AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AF3190
 AF3190                          STATION RECOVERY (1972)
 AF3190
 AF3190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3190'RECOVERED IN GOOD CONDITION.
 AF3190
 AF3190                          STATION RECOVERY (1980)
 AF3190
 AF3190'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3190'RECOVERED IN GOOD CONDITION.
 AF3190
 AF3190                          STATION RECOVERY (1990)
 AF3190
 AF3190'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF3190'RECOVERED IN GOOD CONDITION.
 AF3190
 AF3190                          STATION RECOVERY (1991)
 AF3190
 AF3190'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF3190'RECOVERED IN GOOD CONDITION.
 AF3190
 AF3190                          STATION RECOVERY (1991)
 AF3190
 AF3190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AF3190'IN STUART, AT THE INTERSECTION OF U.S. HIGHWAY 1 AND THE SAINT LUCIE
 AF3190'RIVER, IN TOP OF AND 0.9 M (3.0 FT) NORTHWEST OF THE SOUTHEAST END OF
 AF3190'THE NORTHEAST CONCRETE SIDEWALK OF THE NORTHBOUND HIGHWAY BRIDGE
 AF3190'SPANNING THE RIVER, 6.0 M (19.7 FT) NORTHEAST OF THE HIGHWAY
 AF3190'CENTERLINE, 0.3 M (1.0 FT) SOUTHWEST OF THE BRIDGE GUARDRAIL, AND 0.3
 AF3190'M (1.0 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AF3190
 AF3190                          STATION RECOVERY (2011)
 AF3190
 AF3190'RECOVERY NOTE BY GEOCACHING 2011 (JL)
 AF3190'MOST OF THE NORTHBOUND DRAWBRIDGE - INCLUDING THE SECTION WHERE THIS
 AF3190'BENCHMARK WAS LOCATED - WAS DEMOLISHED AFTER THE COMPLETING OF THE NEW
 AF3190'FIXED SPAN ROOSEVELT BRIDGE IN THE LATE 90S.
 AF3190
 AF3190                          STATION RECOVERY (2020)
 AF3190
 AF3190'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF3190'THE DESCRIBED PORTION OF THE BRIDGE HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7546 ***********************************************************************
 AF7546  DESIGNATION -  872 2366 E TIDAL
 AF7546  PID         -  AF7546
 AF7546  STATE/COUNTY-  FL/MARTIN
 AF7546  COUNTRY     -  US
 AF7546  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF7546
 AF7546                         *CURRENT SURVEY CONTROL
 AF7546  ______________________________________________________________________
 AF7546* NAD 83(1986) POSITION- 27 11 02.     (N) 080 09 36.     (W)   SCALED
 AF7546* NAVD 88 ORTHO HEIGHT -     3.762 (meters)       12.34  (feet) ADJUSTED
 AF7546  ______________________________________________________________________
 AF7546  GEOID HEIGHT    -        -27.783 (meters)                     GEOID18
 AF7546  DYNAMIC HEIGHT  -          3.756 (meters)       12.32  (feet) COMP
 AF7546  MODELED GRAVITY -    979,111.3   (mgal)                       NAVD 88
 AF7546
 AF7546  VERT ORDER      -  SECOND    CLASS I
 AF7546
 AF7546.The horizontal coordinates were scaled from a map and have
 AF7546.an estimated accuracy of +/- 6 seconds.
 AF7546
 AF7546.The orthometric height was determined by differential leveling and
 AF7546.adjusted by the NATIONAL GEODETIC SURVEY
 AF7546.in September 1996.
 AF7546
 AF7546.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7546.GEOID18 height accuracy estimate available here.
 AF7546
 AF7546.Click photographs - Photos may exist for this station.
 AF7546
 AF7546.The dynamic height is computed by dividing the NAVD 88
 AF7546.geopotential number by the normal gravity value computed on the
 AF7546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7546.degrees latitude (g = 980.6199 gals.).
 AF7546
 AF7546.The modeled gravity was interpolated from observed gravity values.
 AF7546
 AF7546;                    North         East    Units  Estimated Accuracy
 AF7546;SPC FL E     -   316,060.      283,240.      MT  (+/- 180 meters Scaled)
 AF7546
 AF7546_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL832070(NAD 83)
 AF7546
 AF7546                          SUPERSEDED SURVEY CONTROL
 AF7546
 AF7546  NGVD 29 (09/01/92)    4.208  (m)           13.81   (f) ADJUSTED    2 1
 AF7546
 AF7546.Superseded values are not recommended for survey control.
 AF7546
 AF7546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7546.See file dsdata.pdf to determine how the superseded data were derived.
 AF7546
 AF7546_STAMPING: 2366 E 1986
 AF7546_MARK LOGO: NOS
 AF7546
 AF7546  HISTORY     - Date     Condition        Report By
 AF7546  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7546  HISTORY     - 20070623 MARK NOT FOUND   FLDEP
 AF7546
 AF7546                          STATION DESCRIPTION
 AF7546
 AF7546'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7546'6.5 MI EAST FROM STUART.
 AF7546'BEGIN AT THE EAST END OF THE STATE HIGHWAY A1A BRIDGE OVER THE
 AF7546'INTRACOASTAL WATERWAY (INDIAN RIVER), GO 0.6 MILE EAST ON A1A TO THE
 AF7546'JUNCTION OF MACARTHUR BOULEVARD (ENTRANCE TO THE INDIAN RIVER
 AF7546'PLANTATION), GO 2.55 MILES SOUTH ON MACARTHUR BOULEVARD TO THE
 AF7546'ENTRANCE TO THE SAILFISH POINT DEVELOPMENT AND THE MARK VICINITY.
 AF7546'THE MARK IS AT THE SAILFISH POINT SALES OFFICE BUILDING, 34 FEET
 AF7546'NORTH OF THE CENTERLINE OF THE ENTRANCE WALKWAY TO THE BUILDING, 20.7
 AF7546'FEET SOUTH OF THE NORTHEAST CORNER OF THE PARKING LOT AND 1.3 FEET
 AF7546'SOUTHWEST OF THE NORTH END OF A 2-FOOT HIGH CONCRETE RETAINING WALL.
 AF7546
 AF7546                          STATION RECOVERY (2007)
 AF7546
 AF7546'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF7546'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7544 ***********************************************************************
 AF7544  DESIGNATION -  872 2366 F TIDAL
 AF7544  PID         -  AF7544
 AF7544  STATE/COUNTY-  FL/MARTIN
 AF7544  COUNTRY     -  US
 AF7544  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF7544
 AF7544                         *CURRENT SURVEY CONTROL
 AF7544  ______________________________________________________________________
 AF7544* NAD 83(1986) POSITION- 27 11 06.9    (N) 080 09 39.2    (W)   HD_HELD2
 AF7544* NAVD 88 ORTHO HEIGHT -     1.832 (meters)        6.01  (feet) ADJUSTED
 AF7544  ______________________________________________________________________
 AF7544  GEOID HEIGHT    -        -27.781 (meters)                     GEOID18
 AF7544  DYNAMIC HEIGHT  -          1.830 (meters)        6.00  (feet) COMP
 AF7544  MODELED GRAVITY -    979,111.5   (mgal)                       NAVD 88
 AF7544
 AF7544  VERT ORDER      -  FIRST     CLASS II
 AF7544
 AF7544.The horizontal coordinates were established by autonomous hand held GPS
 AF7544.observations and have an estimated accuracy of +/- 10 meters.
 AF7544
 AF7544.The orthometric height was determined by differential leveling and
 AF7544.adjusted by the NATIONAL GEODETIC SURVEY
 AF7544.in April 2019.
 AF7544
 AF7544.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7544.GEOID18 height accuracy estimate available here.
 AF7544
 AF7544.Click photographs - Photos may exist for this station.
 AF7544
 AF7544.The dynamic height is computed by dividing the NAVD 88
 AF7544.geopotential number by the normal gravity value computed on the
 AF7544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7544.degrees latitude (g = 980.6199 gals.).
 AF7544
 AF7544.The modeled gravity was interpolated from observed gravity values.
 AF7544
 AF7544;                    North         East    Units  Estimated Accuracy
 AF7544;SPC FL E     -   316,208.      283,146.      MT  (+/- 10 meters HH2 GPS)
 AF7544
 AF7544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL8311707231(NAD 83)
 AF7544
 AF7544                          SUPERSEDED SURVEY CONTROL
 AF7544
 AF7544  NAVD 88 (09/06/96)    1.861  (m)            6.11   (f) SUPERSEDED  2 1
 AF7544  NGVD 29 (09/01/92)    2.307  (m)            7.57   (f) ADJUSTED    2 1
 AF7544
 AF7544.Superseded values are not recommended for survey control.
 AF7544
 AF7544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7544.See file dsdata.pdf to determine how the superseded data were derived.
 AF7544
 AF7544_MARKER: DJ = TIDAL STATION DISK
 AF7544_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF7544_SP_SET: CURBING
 AF7544_STAMPING: 2366 F 1986
 AF7544_MARK LOGO: NOS
 AF7544_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7544+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2023
 AF7544
 AF7544  HISTORY     - Date     Condition        Report By
 AF7544  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7544  HISTORY     - 20030924 GOOD             FLDT
 AF7544  HISTORY     - 20070622 GOOD             FLDEP
 AF7544  HISTORY     - 20111130 GOOD             INDIV
 AF7544  HISTORY     - 20230227 GOOD             GEOCAC
 AF7544
 AF7544                          STATION DESCRIPTION
 AF7544
 AF7544'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7544'6.5 MI ESE FROM STUART.
 AF7544'BEGIN AT THE EAST END OF THE STATE HIGHWAY A1A BRIDGE OVER THE
 AF7544'INTRACOASTAL WATERWAY (INDIAN RIVER), GO 0.6 MILE EAST ON A1A TO THE
 AF7544'JUNCTION OF MACARTHUR BOULEVARD (ENTRANCE TO THE INDIAN RIVER
 AF7544'PLANTATION), GO 2.55 MILES SOUTH ON MACARTHUR BOULEVARD TO THE
 AF7544'ENTRANCE TO THE SAILFISH POINT DEVELOPMENT AND THE MARK VICINITY.
 AF7544'THE MARK BEARS 47 FEET NORTH-NORTHWEST OF THE WEST GATE POST TO
 AF7544'SAILFISH POINT, 50 FEET SOUTHWEST OF THE CENTER OF A TRAFFIC ISLAND
 AF7544'AND IS SET IN THE CURBING AT THE SOUTHWEST EDGE OF A TRAFFIC CIRCLE.
 AF7544
 AF7544                          STATION RECOVERY (2003)
 AF7544
 AF7544'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2003 (RP)
 AF7544'RECOVERD AS DESCRIBED AND IN GOOD CONDITION
 AF7544
 AF7544                          STATION RECOVERY (2007)
 AF7544
 AF7544'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF7544'RECOVERED IN GOOD CONDITION.
 AF7544'
 AF7544'NOTE-NEW TO REACH AS FOLLOWS FROM THE INTERSECTION OF MONTEREY ROAD
 AF7544'(STATE ROAD 714) AND STATE HIGHWAY A1A (OCEAN BOULEVARD) IN STUART, GO
 AF7544'EAST ON STATE HIGHWAY A1A (OCEAN BOULEVARD) FOR 2.85 MI (4.59 KM) TO
 AF7544'THE INTERSECTION OF MAC ARTHUR BOULEVARD.  TURN RIGHT ON MAC ARTHUR
 AF7544'BOULEVARD AND GO SOUTH FOR 2.5 MI (4.0 KM) TO THE SAILFISH POINT
 AF7544'DEVELOPMENT ENTRANCE AND THE MARK ON THE RIGHT.
 AF7544
 AF7544                          STATION RECOVERY (2011)
 AF7544
 AF7544'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (WSP)
 AF7544'WSP CONSULTANTS, INC. - LUTZ, FL
 AF7544
 AF7544                          STATION RECOVERY (2023)
 AF7544
 AF7544'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF7544'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7543 ***********************************************************************
 AF7543  DESIGNATION -  872 2366 G TIDAL
 AF7543  PID         -  AF7543
 AF7543  STATE/COUNTY-  FL/MARTIN
 AF7543  COUNTRY     -  US
 AF7543  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF7543
 AF7543                         *CURRENT SURVEY CONTROL
 AF7543  ______________________________________________________________________
 AF7543* NAD 83(1986) POSITION- 27 11 13.     (N) 080 09 37.     (W)   SCALED
 AF7543* NAVD 88 ORTHO HEIGHT -     0.620 (meters)        2.03  (feet) ADJUSTED
 AF7543  ______________________________________________________________________
 AF7543  GEOID HEIGHT    -        -27.785 (meters)                     GEOID18
 AF7543  DYNAMIC HEIGHT  -          0.619 (meters)        2.03  (feet) COMP
 AF7543  MODELED GRAVITY -    979,111.8   (mgal)                       NAVD 88
 AF7543
 AF7543  VERT ORDER      -  SECOND    CLASS I
 AF7543
 AF7543.The horizontal coordinates were scaled from a map and have
 AF7543.an estimated accuracy of +/- 6 seconds.
 AF7543
 AF7543.The orthometric height was determined by differential leveling and
 AF7543.adjusted by the NATIONAL GEODETIC SURVEY
 AF7543.in September 1996.
 AF7543
 AF7543.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7543.GEOID18 height accuracy estimate available here.
 AF7543
 AF7543.Click photographs - Photos may exist for this station.
 AF7543
 AF7543.The dynamic height is computed by dividing the NAVD 88
 AF7543.geopotential number by the normal gravity value computed on the
 AF7543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7543.degrees latitude (g = 980.6199 gals.).
 AF7543
 AF7543.The modeled gravity was interpolated from observed gravity values.
 AF7543
 AF7543;                    North         East    Units  Estimated Accuracy
 AF7543;SPC FL E     -   316,400.      283,210.      MT  (+/- 180 meters Scaled)
 AF7543
 AF7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL831074(NAD 83)
 AF7543
 AF7543                          SUPERSEDED SURVEY CONTROL
 AF7543
 AF7543  NGVD 29 (09/01/92)    1.066  (m)            3.50   (f) ADJUSTED    2 1
 AF7543
 AF7543.Superseded values are not recommended for survey control.
 AF7543
 AF7543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7543.See file dsdata.pdf to determine how the superseded data were derived.
 AF7543
 AF7543_STAMPING: 2366 G 1986
 AF7543_MARK LOGO: NOS
 AF7543_PROJECTION: PROJECTING 3 CENTIMETERS
 AF7543_ROD/PIPE-DEPTH: 6.71 meters
 AF7543
 AF7543  HISTORY     - Date     Condition        Report By
 AF7543  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7543  HISTORY     - 20070622 MARK NOT FOUND   FLDEP
 AF7543  HISTORY     - 20100803 MARK NOT FOUND   FL-085
 AF7543  HISTORY     - 20230227 MARK NOT FOUND   GEOCAC
 AF7543
 AF7543                          STATION DESCRIPTION
 AF7543
 AF7543'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7543'6.5 MI ESE FROM STUART.
 AF7543'BEGIN AT THE EAST END OF THE STATE HIGHWAY A1A BRIDGE OVER THE
 AF7543'INTRACOASTAL WATERWAY (INDIAN RIVER), GO 0.6 MILE EAST ON A1A TO THE
 AF7543'JUNCTION OF MACARTHUR BOULEVARD (ENTRANCE TO THE INDIAN RIVER
 AF7543'PLANTATION), GO 2.55 MILES SOUTH ON MACARTHUR BOULEVARD TO THE
 AF7543'ENTRANCE TO THE SAILFISH POINT DEVELOPMENT AND THE MARK VICINITY.
 AF7543'THE MARK IS 0.15 MILE NORTH OF THE ENTRANCE TO SAILFISH POINT, 24.5
 AF7543'FEET EAST OF THE CENTERLINE OF THE ROAD, 5.4 FEET EAST-SOUTHEAST OF
 AF7543'POWER POLE 6-7457-5459-0-3, 49.1 FEET EAST-NORTHEAST OF AND ACROSS
 AF7543'THE ROAD FROM THE SOUTHEAST CORNER OF A WOOD FENCE AND 1.4 FEET WEST
 AF7543'OF A WITNESS POST.
 AF7543
 AF7543                          STATION RECOVERY (2007)
 AF7543
 AF7543'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF7543'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AF7543
 AF7543                          STATION RECOVERY (2010)
 AF7543
 AF7543'RECOVERY NOTE BY MARTIN COUNTY FLORIDA 2010
 AF7543'MARK NOT FOUND.
 AF7543
 AF7543                          STATION RECOVERY (2023)
 AF7543
 AF7543'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF7543'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6951 ***********************************************************************
 AF6951  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6951  DESIGNATION -  872 2366 TIDAL 1
 AF6951  PID         -  AF6951
 AF6951  STATE/COUNTY-  FL/MARTIN
 AF6951  COUNTRY     -  US
 AF6951  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF6951
 AF6951                         *CURRENT SURVEY CONTROL
 AF6951  ______________________________________________________________________
 AF6951* NAD 83(1986) POSITION- 27 11 01.     (N) 080 09 29.     (W)   SCALED
 AF6951* NAVD 88 ORTHO HEIGHT -     2.506 (meters)        8.22  (feet) ADJUSTED
 AF6951  ______________________________________________________________________
 AF6951  GEOID HEIGHT    -        -27.789 (meters)                     GEOID18
 AF6951  DYNAMIC HEIGHT  -          2.502 (meters)        8.21  (feet) COMP
 AF6951  MODELED GRAVITY -    979,111.2   (mgal)                       NAVD 88
 AF6951
 AF6951  VERT ORDER      -  SECOND    CLASS I
 AF6951
 AF6951.The horizontal coordinates were scaled from a map and have
 AF6951.an estimated accuracy of +/- 6 seconds.
 AF6951
 AF6951.The orthometric height was determined by differential leveling and
 AF6951.adjusted by the NATIONAL GEODETIC SURVEY
 AF6951.in June 1991.
 AF6951
 AF6951.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6951.GEOID18 height accuracy estimate available here.
 AF6951
 AF6951.This Tidal Bench Mark is designated as VM 10747
 AF6951.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6951
 AF6951.Click photographs - Photos may exist for this station.
 AF6951
 AF6951.The dynamic height is computed by dividing the NAVD 88
 AF6951.geopotential number by the normal gravity value computed on the
 AF6951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6951.degrees latitude (g = 980.6199 gals.).
 AF6951
 AF6951.The modeled gravity was interpolated from observed gravity values.
 AF6951
 AF6951;                    North         East    Units  Estimated Accuracy
 AF6951;SPC FL E     -   316,030.      283,430.      MT  (+/- 180 meters Scaled)
 AF6951
 AF6951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL833070(NAD 83)
 AF6951
 AF6951                          SUPERSEDED SURVEY CONTROL
 AF6951
 AF6951  NGVD 29 (09/01/92)    2.943  (m)            9.66   (f) ADJUSTED    2 1
 AF6951
 AF6951.Superseded values are not recommended for survey control.
 AF6951
 AF6951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6951.See file dsdata.pdf to determine how the superseded data were derived.
 AF6951
 AF6951_MARKER: DB = BENCH MARK DISK
 AF6951_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6951_SP_SET: BULKHEAD
 AF6951_STAMPING: NO 1 1972
 AF6951_MARK LOGO: CGS
 AF6951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6951+STABILITY: SURFACE MOTION
 AF6951
 AF6951  HISTORY     - Date     Condition        Report By
 AF6951  HISTORY     - 1972     MONUMENTED       NOS
 AF6951  HISTORY     - 1980     GOOD             FLDNR
 AF6951  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6951
 AF6951                          STATION DESCRIPTION
 AF6951
 AF6951'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6951'6.5 MI ESE FROM STUART.
 AF6951'BEGIN AT THE EAST END OF STATE HIGHWAY A1A BRIDGE OVER THE INDIAN
 AF6951'RIVER (INTRACOASTAL WATERWAY), PROCEED EAST 0.6 MILE ALONG HIGHWAY A1A
 AF6951'TO THE JUNCTION OF MACARTHUR BOULEVARD (ENTRANCE TO INDIAN RIVER
 AF6951'PLANTATION), PROCEED SOUTH 2.55 MILES ALONG MACARTHUR BOULEVARD TO THE
 AF6951'ENTRANCE TO SEMINOLE SHORES AND THE MARK.  THE MARK BEARS 535 FEET
 AF6951'NORTH OF SEMINOLE SHORES VISITORS CENTER, IS SET IN THE NORTHEAST
 AF6951'CORNER OF A SQUARE CONCRETE BULKHEAD THAT EXTENDS BEYOND THE DUNE LINE
 AF6951'AND IS ON THE PROPERTY OF THE HARVARD INSTITUTE PUBLIC HEALTH
 AF6951'FOUNDATION.
 AF6951
 AF6951                          STATION RECOVERY (1989)
 AF6951
 AF6951'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6951'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6953 ***********************************************************************
 AF6953  DESIGNATION -  872 2366 TIDAL 2
 AF6953  PID         -  AF6953
 AF6953  STATE/COUNTY-  FL/MARTIN
 AF6953  COUNTRY     -  US
 AF6953  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF6953
 AF6953                         *CURRENT SURVEY CONTROL
 AF6953  ______________________________________________________________________
 AF6953* NAD 83(1986) POSITION- 27 11 01.     (N) 080 09 29.     (W)   SCALED
 AF6953* NAVD 88 ORTHO HEIGHT -     3.934 (meters)       12.91  (feet) ADJUSTED
 AF6953  ______________________________________________________________________
 AF6953  GEOID HEIGHT    -        -27.789 (meters)                     GEOID18
 AF6953  DYNAMIC HEIGHT  -          3.928 (meters)       12.89  (feet) COMP
 AF6953  MODELED GRAVITY -    979,111.2   (mgal)                       NAVD 88
 AF6953
 AF6953  VERT ORDER      -  SECOND    CLASS I
 AF6953
 AF6953.The horizontal coordinates were scaled from a map and have
 AF6953.an estimated accuracy of +/- 6 seconds.
 AF6953
 AF6953.The orthometric height was determined by differential leveling and
 AF6953.adjusted by the NATIONAL GEODETIC SURVEY
 AF6953.in June 1991.
 AF6953
 AF6953.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6953.GEOID18 height accuracy estimate available here.
 AF6953
 AF6953.Click photographs - Photos may exist for this station.
 AF6953
 AF6953.The dynamic height is computed by dividing the NAVD 88
 AF6953.geopotential number by the normal gravity value computed on the
 AF6953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6953.degrees latitude (g = 980.6199 gals.).
 AF6953
 AF6953.The modeled gravity was interpolated from observed gravity values.
 AF6953
 AF6953;                    North         East    Units  Estimated Accuracy
 AF6953;SPC FL E     -   316,030.      283,430.      MT  (+/- 180 meters Scaled)
 AF6953
 AF6953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL833070(NAD 83)
 AF6953
 AF6953                          SUPERSEDED SURVEY CONTROL
 AF6953
 AF6953  NGVD 29 (09/01/92)    4.371  (m)           14.34   (f) ADJUSTED    2 1
 AF6953
 AF6953.Superseded values are not recommended for survey control.
 AF6953
 AF6953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6953.See file dsdata.pdf to determine how the superseded data were derived.
 AF6953
 AF6953_MARKER: DB = BENCH MARK DISK
 AF6953_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6953_SP_SET: BULKHEAD
 AF6953_STAMPING: NO 2 1972
 AF6953_MARK LOGO: CGS
 AF6953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6953+STABILITY: SURFACE MOTION
 AF6953
 AF6953  HISTORY     - Date     Condition        Report By
 AF6953  HISTORY     - 1972     MONUMENTED       NOS
 AF6953  HISTORY     - 1980     GOOD             FLDNR
 AF6953  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6953
 AF6953                          STATION DESCRIPTION
 AF6953
 AF6953'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6953'6.5 MI ESE FROM STUART.
 AF6953'BEGIN AT THE EAST END OF STATE HIGHWAY A1A BRIDGE OVER THE INDIAN
 AF6953'RIVER (INTRACOASTAL WATERWAY), PROCEED EAST 0.6 MILE ALONG HIGHWAY A1A
 AF6953'TO THE JUNCTION OF MACARTHUR BOULEVARD (ENTRANCE TO INDIAN RIVER
 AF6953'PLANTATION), PROCEED SOUTH 2.55 MILES ALONG MACARTHUR BOULEVARD TO THE
 AF6953'ENTRANCE TO SEMINOLE SHORES AND THE MARK.  THE MARK IS SET IN THE
 AF6953'EAST/WEST EXTENSION OF THE BULKHEAD ON THE PROPERTY OF THE HARVARD
 AF6953'INSTITUTE PUBLIC HEALTH FOUNDATION, 535 FEET NORTH OF THE SEMINOLE
 AF6953'SHORES VISITORS CENTER, AND 1.3 FEET EAST OF A CONCRETE FENCE POST.
 AF6953
 AF6953                          STATION RECOVERY (1989)
 AF6953
 AF6953'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6953'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6952 ***********************************************************************
 AF6952  DESIGNATION -  872 2366 TIDAL 3
 AF6952  PID         -  AF6952
 AF6952  STATE/COUNTY-  FL/MARTIN
 AF6952  COUNTRY     -  US
 AF6952  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF6952
 AF6952                         *CURRENT SURVEY CONTROL
 AF6952  ______________________________________________________________________
 AF6952* NAD 83(1986) POSITION- 27 11 01.     (N) 080 09 29.     (W)   SCALED
 AF6952* NAVD 88 ORTHO HEIGHT -     2.670 (meters)        8.76  (feet) ADJUSTED
 AF6952  ______________________________________________________________________
 AF6952  GEOID HEIGHT    -        -27.789 (meters)                     GEOID18
 AF6952  DYNAMIC HEIGHT  -          2.666 (meters)        8.75  (feet) COMP
 AF6952  MODELED GRAVITY -    979,111.2   (mgal)                       NAVD 88
 AF6952
 AF6952  VERT ORDER      -  SECOND    CLASS I
 AF6952
 AF6952.The horizontal coordinates were scaled from a map and have
 AF6952.an estimated accuracy of +/- 6 seconds.
 AF6952
 AF6952.The orthometric height was determined by differential leveling and
 AF6952.adjusted by the NATIONAL GEODETIC SURVEY
 AF6952.in June 1991.
 AF6952
 AF6952.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6952.GEOID18 height accuracy estimate available here.
 AF6952
 AF6952.Click photographs - Photos may exist for this station.
 AF6952
 AF6952.The dynamic height is computed by dividing the NAVD 88
 AF6952.geopotential number by the normal gravity value computed on the
 AF6952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6952.degrees latitude (g = 980.6199 gals.).
 AF6952
 AF6952.The modeled gravity was interpolated from observed gravity values.
 AF6952
 AF6952;                    North         East    Units  Estimated Accuracy
 AF6952;SPC FL E     -   316,030.      283,430.      MT  (+/- 180 meters Scaled)
 AF6952
 AF6952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL833070(NAD 83)
 AF6952
 AF6952                          SUPERSEDED SURVEY CONTROL
 AF6952
 AF6952  NGVD 29 (09/01/92)    3.107  (m)           10.19   (f) ADJUSTED    2 1
 AF6952
 AF6952.Superseded values are not recommended for survey control.
 AF6952
 AF6952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6952.See file dsdata.pdf to determine how the superseded data were derived.
 AF6952
 AF6952_MARKER: DB = BENCH MARK DISK
 AF6952_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6952_SP_SET: BULKHEAD
 AF6952_STAMPING: NO 3 1972
 AF6952_MARK LOGO: CGS
 AF6952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6952+STABILITY: SURFACE MOTION
 AF6952
 AF6952  HISTORY     - Date     Condition        Report By
 AF6952  HISTORY     - 1972     MONUMENTED       NOS
 AF6952  HISTORY     - 1980     GOOD             FLDNR
 AF6952  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6952
 AF6952                          STATION DESCRIPTION
 AF6952
 AF6952'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6952'6.5 MI ESE FROM STUART.
 AF6952'BEGIN AT THE EAST END OF STATE HIGHWAY A1A BRIDGE OVER THE INDIAN
 AF6952'RIVER (INTRACOASTAL WATERWAY), PROCEED 0.6 MILE ALONG HIGHWAY A1A EAST
 AF6952'TO THE JUNCTION OF MACARTHUR BOULEVARD (ENTRANCE TO INDIAN RIVER
 AF6952'PLANTATION), PROCEED SOUTH 2.55 MILES ALONG MACARTHUR BOULEVARD TO THE
 AF6952'ENTRANCE TO SEMINOLE SHORES AND THE MARK.  THE MARK IS SET IN THE
 AF6952'SOUTHWEST CORNER OF A SQUARE CONCRETE BULKHEAD ON THE PROPERTY OF THE
 AF6952'HARVARD INSTITUTE PUBLIC HEALTH FOUNDATION AND IS ABOUT 535 FEET NORTH
 AF6952'OF THE SEMINOLE SHORES VISITORS CENTER.
 AF6952
 AF6952                          STATION RECOVERY (1989)
 AF6952
 AF6952'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6952'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6950 ***********************************************************************
 AF6950  DESIGNATION -  872 2366 TIDAL 4
 AF6950  PID         -  AF6950
 AF6950  STATE/COUNTY-  FL/MARTIN
 AF6950  COUNTRY     -  US
 AF6950  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF6950
 AF6950                         *CURRENT SURVEY CONTROL
 AF6950  ______________________________________________________________________
 AF6950* NAD 83(1986) POSITION- 27 11 01.     (N) 080 09 29.     (W)   SCALED
 AF6950* NAVD 88 ORTHO HEIGHT -     2.999 (meters)        9.84  (feet) ADJUSTED
 AF6950  ______________________________________________________________________
 AF6950  GEOID HEIGHT    -        -27.789 (meters)                     GEOID18
 AF6950  DYNAMIC HEIGHT  -          2.994 (meters)        9.82  (feet) COMP
 AF6950  MODELED GRAVITY -    979,111.2   (mgal)                       NAVD 88
 AF6950
 AF6950  VERT ORDER      -  SECOND    CLASS I
 AF6950
 AF6950.The horizontal coordinates were scaled from a map and have
 AF6950.an estimated accuracy of +/- 6 seconds.
 AF6950
 AF6950.The orthometric height was determined by differential leveling and
 AF6950.adjusted by the NATIONAL GEODETIC SURVEY
 AF6950.in June 1991.
 AF6950
 AF6950.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6950.GEOID18 height accuracy estimate available here.
 AF6950
 AF6950.Click photographs - Photos may exist for this station.
 AF6950
 AF6950.The dynamic height is computed by dividing the NAVD 88
 AF6950.geopotential number by the normal gravity value computed on the
 AF6950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6950.degrees latitude (g = 980.6199 gals.).
 AF6950
 AF6950.The modeled gravity was interpolated from observed gravity values.
 AF6950
 AF6950;                    North         East    Units  Estimated Accuracy
 AF6950;SPC FL E     -   316,030.      283,430.      MT  (+/- 180 meters Scaled)
 AF6950
 AF6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL833070(NAD 83)
 AF6950
 AF6950                          SUPERSEDED SURVEY CONTROL
 AF6950
 AF6950  NGVD 29 (09/01/92)    3.436  (m)           11.27   (f) ADJUSTED    2 1
 AF6950
 AF6950.Superseded values are not recommended for survey control.
 AF6950
 AF6950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6950.See file dsdata.pdf to determine how the superseded data were derived.
 AF6950
 AF6950_MARKER: DB = BENCH MARK DISK
 AF6950_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6950_SP_SET: BULKHEAD
 AF6950_STAMPING: NO 4 1972
 AF6950_MARK LOGO: CGS
 AF6950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6950+STABILITY: SURFACE MOTION
 AF6950
 AF6950  HISTORY     - Date     Condition        Report By
 AF6950  HISTORY     - 1972     MONUMENTED       NOS
 AF6950  HISTORY     - 1980     GOOD             FLDNR
 AF6950  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6950
 AF6950                          STATION DESCRIPTION
 AF6950
 AF6950'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6950'6.5 MI ESE FROM STUART.
 AF6950'BEGIN AT THE EAST END OF STATE HIGHWAY A1A BRIDGE OVER THE INDIAN
 AF6950'RIVER (INTRACOASTAL WATERWAY), PROCEED EAST 0.6 MILE ALONG HIGHWAY A1A
 AF6950'TO THE JUNCTION OF MACARTHUR BOULEVARD (ENTRANCE TO INDIAN RIVER
 AF6950'PLANTATION), PROCEED SOUTH 2.55 MILES ALONG MACARTHUR BOULEVARD TO THE
 AF6950'ENTRANCE TO SEMINOLE SHORES AND THE MARK.  THE MARK IS SET IN THE
 AF6950'EAST/WEST EXTENSION OF THE SQUARE BULKHEAD ON THE PROPERTY OF THE
 AF6950'HARVARD INSTITUTE PUBLIC HEALTH FOUNDATION, 75 FEET WEST OF THE
 AF6950'NORTHEAST CORNER OF THE BULKHEAD, AND 63.3 FEET EAST OF THE WEST END
 AF6950'OF THE EAST/WEST EXTENSION.
 AF6950
 AF6950                          STATION RECOVERY (1989)
 AF6950
 AF6950'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF6950'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7402 ***********************************************************************
 AF7402  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7402  DESIGNATION -  872 2371 1 A RESET
 AF7402  PID         -  AF7402
 AF7402  STATE/COUNTY-  FL/MARTIN
 AF7402  COUNTRY     -  US
 AF7402  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF7402
 AF7402                         *CURRENT SURVEY CONTROL
 AF7402  ______________________________________________________________________
 AF7402* NAD 83(1986) POSITION- 27 10 31.31   (N) 080 11 19.72   (W)   HD_HELD1
 AF7402* NAVD 88 ORTHO HEIGHT -     7.195 (meters)       23.61  (feet) ADJUSTED
 AF7402  ______________________________________________________________________
 AF7402  GEOID HEIGHT    -        -27.673 (meters)                     GEOID18
 AF7402  DYNAMIC HEIGHT  -          7.183 (meters)       23.57  (feet) COMP
 AF7402  MODELED GRAVITY -    979,111.4   (mgal)                       NAVD 88
 AF7402
 AF7402  VERT ORDER      -  SECOND    CLASS I
 AF7402
 AF7402.The horizontal coordinates were determined by differentially corrected
 AF7402.hand held GPS observations or other comparable positioning techniques
 AF7402.and have an estimated accuracy of +/- 3 meters.
 AF7402
 AF7402.The orthometric height was determined by differential leveling and
 AF7402.adjusted by the NATIONAL GEODETIC SURVEY
 AF7402.in June 2011.
 AF7402
 AF7402.No vertical observational check was made to the station.
 AF7402
 AF7402.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7402.GEOID18 height accuracy estimate available here.
 AF7402
 AF7402.This Tidal Bench Mark is designated as VM 18904
 AF7402.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7402
 AF7402.Click photographs - Photos may exist for this station.
 AF7402
 AF7402.The dynamic height is computed by dividing the NAVD 88
 AF7402.geopotential number by the normal gravity value computed on the
 AF7402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7402.degrees latitude (g = 980.6199 gals.).
 AF7402
 AF7402.The modeled gravity was interpolated from observed gravity values.
 AF7402
 AF7402;                    North         East    Units  Estimated Accuracy
 AF7402;SPC FL E     -   315,094.0     280,386.0     MT  (+/- 3 meters HH1 GPS) 
 AF7402
 AF7402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL8035806118(NAD 83)
 AF7402
 AF7402                          SUPERSEDED SURVEY CONTROL
 AF7402
 AF7402  NAVD 88 (01/31/13)    7.203  (m)           23.63   (f) SUPERSEDED  3 0
 AF7402  NGVD 29 (01/31/13)    7.65   (m)           25.1    (f) RESET       3  
 AF7402
 AF7402.Superseded values are not recommended for survey control.
 AF7402
 AF7402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7402.See file dsdata.pdf to determine how the superseded data were derived.
 AF7402
 AF7402_MARKER: DV = VERTICAL CONTROL DISK
 AF7402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7402_STAMPING: NO 1 A RESET 1984
 AF7402_MARK LOGO: NGS
 AF7402_PROJECTION: RECESSED 5 CENTIMETERS
 AF7402_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7402+STABILITY: SURFACE MOTION
 AF7402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7402+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 AF7402
 AF7402  HISTORY     - Date     Condition        Report By
 AF7402  HISTORY     - 1984     MONUMENTED       NGS
 AF7402  HISTORY     - 20051102 GOOD             FLDEP
 AF7402  HISTORY     - 20230206 MARK NOT FOUND   GEOCAC
 AF7402
 AF7402                          STATION DESCRIPTION
 AF7402
 AF7402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AF7402'5.3 KM (3.30 MI) SE FROM STUART.
 AF7402'5.28 KM (3.30 MI) EAST ALONG STATE HIGHWAY A1A FROM THE COURT HOUSE IN
 AF7402'STUART, THENCE 2.88 KM (1.80 MI) SOUTH ALONG SEWALLS ROAD TO HIGH
 AF7402'POINT, THENCE 0.40 KM (0.25 MI) ALONG EAST HIGH POINT ROAD TO 24 EAST
 AF7402'HIGH POINT, 92.0 FEET (28.04) METERS SOUTHWEST OF THE CENTER OF
 AF7402'DRIVEWAY TO HOUSE AT 22 EAST HIGH POINT ROAD, 53.0 FEET (16.15)
 AF7402'METERS NORTHEAST OF THE CENTER OF DRIVEWAY TO HOUSE AT 24 EAST HIGH
 AF7402'POINT ROAD, 34.5 FEET (10.52) METERS SOUTHEAST OF THE CENTER OF EAST
 AF7402'HIGH POINT ROAD AND 1.0 FEET (.30) METERS SOUTHEAST OF THE SOUTHEAST
 AF7402'SIDE OF A HIGH HEDGE.
 AF7402'THE MARK IS 0.3 METERS  SE FROM  A WITNESS POST
 AF7402'THE MARK IS ABOVE LEVEL WITH ROAD.
 AF7402
 AF7402                          STATION RECOVERY (2005)
 AF7402
 AF7402'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF7402'THE STATION IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTH-SOUTHEAST OF EDEN,
 AF7402'6.8 MI (10.9 KM) NORTH-NORTHWEST OF GOMEZ AND 4.8 MI (7.7 KM) EAST OF
 AF7402'PALM CITY ON SEWALLS POINT, IN SECTION 12, TOWNSHIP 38 SOUTH, RANGE 42
 AF7402'EAST.
 AF7402'
 AF7402'TO REACH THE MARK FROM THE COURT HOUSE IN STUART, GO EAST ON STATE
 AF7402'HIGHWAY A1A FOR 3.3 MI (5.3 KM) TO THE INTERSECTION OF SEWALL POINT
 AF7402'ROAD.  TURN RIGHT ON SEWALL POINT ROAD AND GO SOUTH FOR 2.1 MI (3.4
 AF7402'KM) TO THE MARK ON THE LEFT.
 AF7402'
 AF7402'THE MARK IS A NATIONAL GEODETIC SURVEY VERTICAL CONTROL DISK SET IN
 AF7402'THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH
 AF7402'THE SURFACE OF SEWALL POINT ROAD, LOCATED 24.8 FT (7.6 M) EAST OF THE
 AF7402'APPROXIMATE CENTERLINE OF SEWALL POINT ROAD, 21 7 FT (2.1 M) NORTH OF
 AF7402'THE APPROXIMATE CENTERLINE OF THE DRIVEWAY TO HOUSE NUMBER 24, 14.8 FT
 AF7402'(4.5 M) SOUTHEAST OF A NATIONAL GEODETIC SURVEY VERTICAL CONTROL MARK
 AF7402'NO 2 A RESET 1984, 6.3 FT (1.9 M) EAST OF A BELL SOUTH TELEPHONE
 AF7402'JUNCTION POST AND 1.0 FT (0.3 M) EAST OF ITS CARSONITE WITNESS POST.
 AF7402
 AF7402                          STATION RECOVERY (2023)
 AF7402
 AF7402'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF7402'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7403 ***********************************************************************
 AF7403  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7403  DESIGNATION -  872 2371 2 A RESET
 AF7403  PID         -  AF7403
 AF7403  STATE/COUNTY-  FL/MARTIN
 AF7403  COUNTRY     -  US
 AF7403  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF7403
 AF7403                         *CURRENT SURVEY CONTROL
 AF7403  ______________________________________________________________________
 AF7403* NAD 83(1986) POSITION- 27 10 32.59   (N) 080 11 19.01   (W)   HD_HELD1
 AF7403* NAVD 88 ORTHO HEIGHT -     7.370 (meters)       24.18  (feet) ADJUSTED
 AF7403  ______________________________________________________________________
 AF7403  GEOID HEIGHT    -        -27.674 (meters)                     GEOID18
 AF7403  DYNAMIC HEIGHT  -          7.359 (meters)       24.14  (feet) COMP
 AF7403  MODELED GRAVITY -    979,111.4   (mgal)                       NAVD 88
 AF7403
 AF7403  VERT ORDER      -  FIRST     CLASS II
 AF7403
 AF7403.The horizontal coordinates were determined by differentially corrected
 AF7403.hand held GPS observations or other comparable positioning techniques
 AF7403.and have an estimated accuracy of +/- 3 meters.
 AF7403
 AF7403.The orthometric height was determined by differential leveling and
 AF7403.adjusted by the NATIONAL GEODETIC SURVEY
 AF7403.in June 2021.
 AF7403
 AF7403.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7403.GEOID18 height accuracy estimate available here.
 AF7403
 AF7403.This Tidal Bench Mark is designated as VM 5453
 AF7403.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7403
 AF7403.Click photographs - Photos may exist for this station.
 AF7403
 AF7403.The dynamic height is computed by dividing the NAVD 88
 AF7403.geopotential number by the normal gravity value computed on the
 AF7403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7403.degrees latitude (g = 980.6199 gals.).
 AF7403
 AF7403.The modeled gravity was interpolated from observed gravity values.
 AF7403
 AF7403;                    North         East    Units  Estimated Accuracy
 AF7403;SPC FL E     -   315,133.5     280,405.3     MT  (+/- 3 meters HH1 GPS) 
 AF7403
 AF7403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL8037706157(NAD 83)
 AF7403
 AF7403                          SUPERSEDED SURVEY CONTROL
 AF7403
 AF7403  NAVD 88 (09/06/96)    7.369  (m)           24.18   (f) SUPERSEDED  2 1
 AF7403  NGVD 29 (01/31/13)    7.82   (m)           25.7    (f) RESET       3  
 AF7403  NGVD 29 (09/01/92)    7.814  (m)           25.64   (f) ADJUSTED    2 1
 AF7403
 AF7403.Superseded values are not recommended for survey control.
 AF7403
 AF7403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7403.See file dsdata.pdf to determine how the superseded data were derived.
 AF7403
 AF7403_MARKER: DV = VERTICAL CONTROL DISK
 AF7403_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF7403_SP_SET: CURBING
 AF7403_STAMPING: NO 2 A RESET 1984
 AF7403_MARK LOGO: NGS
 AF7403_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7403+SATELLITE: SATELLITE OBSERVATIONS - February 06, 2023
 AF7403
 AF7403  HISTORY     - Date     Condition        Report By
 AF7403  HISTORY     - 1984     MONUMENTED       NGS
 AF7403  HISTORY     - 1986     GOOD             FLDNR
 AF7403  HISTORY     - 20051102 GOOD             FLDEP
 AF7403  HISTORY     - 20100224 GOOD             INDIV
 AF7403  HISTORY     - 20210225 GOOD             PICKET
 AF7403  HISTORY     - 20230206 GOOD             GEOCAC
 AF7403
 AF7403                          STATION DESCRIPTION
 AF7403
 AF7403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AF7403'5.3 KM (3.30 MI) SE FROM STUART.
 AF7403'5.28 KM (3.30 MI) EAST ALONG STATE HIGHWAY A1A FROM THE COURT HOUSE IN
 AF7403'STUART, THENCE 2.88 KM (1.80 MI) SOUTH ALONG SEWALLS ROAD TO HIGH
 AF7403'POINT, THENCE 0.40 KM (0.25 MI) ALONG EAST HIGH POINT ROAD TO 24 EAST
 AF7403'HIGH POINT, 89.0 FEET (27.13) METERS SOUTHWEST OF THE CENTER OF
 AF7403'DRIVEWAY TO HOUSE AT 22 EAST HIGH POINT ROAD, 56.0 FEET (17.07)
 AF7403'METERS NORTHEAST OF THE CENTER OF DRIVEWAY TO HOUSE AT 24 EAST HIGH
 AF7403'POINT ROAD, 11.0 FEET (3.35) METERS SOUTHEAST OF THE CENTER OF EAST
 AF7403'HIGH POINT ROAD AND 21.0 FEET (6.40) METERS NORTHWEST OF THE CENTER
 AF7403'OF A HEDGE ROW.
 AF7403'THE MARK IS 7.0 METERS  NW FROM  A WITNESS POST
 AF7403'THE MARK IS ABOVE LEVEL WITH .
 AF7403
 AF7403                          STATION RECOVERY (1986)
 AF7403
 AF7403'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF7403'BEGIN AT THE COURTHOUSE IN STUART, GO 3.3 MILES EAST ON STATE ROAD
 AF7403'A1A TO THE INTERSECTION OF SEWALL POINT ROAD, GO 2.1 MILES SOUTH ON
 AF7403'SEWALL POINT ROAD TO THE MARK.  THE MARK BEARS 11.4 FEET
 AF7403'EAST-SOUTHEAST OF THE CENTERLINE OF THE ROAD, 24 FEET NORTH-NORTHEAST
 AF7403'OF THE CENTERLINE OF THE DRIVEWAY TO HOUSE NUMBER 24, 90 FEET
 AF7403'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE DRIVEWAY TO HOUSE NUMBER 22
 AF7403'AND IS SET IN THE CONCRETE CURBING.
 AF7403
 AF7403                          STATION RECOVERY (2005)
 AF7403
 AF7403'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF7403'RECOVERED AS DESCRIBED.
 AF7403
 AF7403                          STATION RECOVERY (2010)
 AF7403
 AF7403'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (DJI)
 AF7403'RECOVERED IN GOOD CONDITION.
 AF7403
 AF7403                          STATION RECOVERY (2021)
 AF7403
 AF7403'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JMC)
 AF7403'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 AF7403
 AF7403                          STATION RECOVERY (2023)
 AF7403
 AF7403'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF7403'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6672 ***********************************************************************
 DR6672  TIDAL BM    -  This is a Tidal Bench Mark.
 DR6672  DESIGNATION -  872 2371 3A
 DR6672  PID         -  DR6672
 DR6672  STATE/COUNTY-  FL/MARTIN
 DR6672  COUNTRY     -  US
 DR6672  USGS QUAD   -  SAINT LUCIE INLET (2018)
 DR6672
 DR6672                         *CURRENT SURVEY CONTROL
 DR6672  ______________________________________________________________________
 DR6672* NAD 83(1986) POSITION- 27 10 29.35   (N) 080 11 21.91   (W)   HD_HELD1
 DR6672* NAVD 88 ORTHO HEIGHT -    10.608 (meters)       34.80  (feet) ADJUSTED
 DR6672  ______________________________________________________________________
 DR6672  GEOID HEIGHT    -        -27.670 (meters)                     GEOID18
 DR6672  DYNAMIC HEIGHT  -         10.591 (meters)       34.75  (feet) COMP
 DR6672  MODELED GRAVITY -    979,111.4   (mgal)                       NAVD 88
 DR6672
 DR6672  VERT ORDER      -  FIRST     CLASS II
 DR6672
 DR6672.The horizontal coordinates were determined by differentially corrected
 DR6672.hand held GPS observations or other comparable positioning techniques
 DR6672.and have an estimated accuracy of +/- 3 meters.
 DR6672
 DR6672.The orthometric height was determined by differential leveling and
 DR6672.adjusted by the NATIONAL GEODETIC SURVEY
 DR6672.in June 2021.
 DR6672
 DR6672.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6672.GEOID18 height accuracy estimate available here.
 DR6672
 DR6672.This Tidal Bench Mark is designated as VM 24627
 DR6672.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR6672
 DR6672.Click photographs - Photos may exist for this station.
 DR6672
 DR6672.The dynamic height is computed by dividing the NAVD 88
 DR6672.geopotential number by the normal gravity value computed on the
 DR6672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6672.degrees latitude (g = 980.6199 gals.).
 DR6672
 DR6672.The modeled gravity was interpolated from observed gravity values.
 DR6672
 DR6672;                    North         East    Units  Estimated Accuracy
 DR6672;SPC FL E     -   315,033.3     280,326.1     MT  (+/- 3 meters HH1 GPS) 
 DR6672
 DR6672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL8029806057(NAD 83)
 DR6672
 DR6672                          SUPERSEDED SURVEY CONTROL
 DR6672
 DR6672.No superseded survey control is available for this station.
 DR6672
 DR6672_MARKER: F = FLANGE-ENCASED ROD
 DR6672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR6672_STAMPING: 872 2371 3A 2021
 DR6672_MARK LOGO: FLDEP
 DR6672_PROJECTION: FLUSH
 DR6672_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR6672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6672+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2021
 DR6672_ROD/PIPE-DEPTH: 17.3 meters
 DR6672
 DR6672  HISTORY     - Date     Condition        Report By
 DR6672  HISTORY     - 20210310 MONUMENTED       PICKET
 DR6672
 DR6672                          STATION DESCRIPTION
 DR6672
 DR6672'DESCRIBED BY PICKETT AND ASSOCIATES 2021 (JMC)
 DR6672'TO REACH FROM THE COURT HOUSE IN STUART, GO EAST ALONG STATE HIGHWAY
 DR6672'A1A FOR 3.2 MI (5.1 KM) TO SOUTH SEWALL'S POINT ROAD, THENCE SOUTH
 DR6672'ALONG SOUTH SEWALL'S POINT ROAD 1.8 MI (2.9 KM) TO HIGH POINT, THENCE
 DR6672'CONTINUE SOUTH ALONG EAST HIGHPOINT ROAD 0.32 MI (0.51 KM) TO 32 EAST
 DR6672'HIGH POINT ROAD AND MARK ON THE LEFT.
 DR6672'
 DR6672'THE MARK IS LOCATED APPROXIMATELY 55 FT (16.8 M) SOUTH-SOUTHEAST OF
 DR6672'THE CENTER OF EAST HIGH POINT ROAD, 9.5 FT (2.9 M) WESTERLY OF THE
 DR6672'DRIVE WAY TO RESIDENCE, 5.8 FT (1.8 M) SOUTHERLY FROM THE SOUTHERLY
 DR6672'EDGE OF A PAVER WALK ON THE SOUTH SIDE OF A FRONT ENTRANCE WALL FOR
 DR6672'THE RESIDENCE.
 DR6672'
 DR6672'ACCESS TO THE MARK IS THROUGH A MAN-GATE ON THE WEST SIDE OF THE
 DR6672'DRIVEWAY ENTRANCE GATE TO RESIDENCE.  OWNERS SHOULD BE NOTIFIED PRIOR
 DR6672'TO ENTRY.
 DR6672'
 DR6672'NOTE - A MAGNET WAS PLACED INSIDE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3182 ***********************************************************************
 AF3182  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3182  DESIGNATION -  872 2371 TIDAL 1 A
 AF3182  PID         -  AF3182
 AF3182  STATE/COUNTY-  FL/MARTIN
 AF3182  COUNTRY     -  US
 AF3182  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF3182
 AF3182                         *CURRENT SURVEY CONTROL
 AF3182  ______________________________________________________________________
 AF3182* NAD 83(1986) POSITION- 27 10 29.     (N) 080 11 17.     (W)   SCALED
 AF3182* NAVD 88 ORTHO HEIGHT -     6.767 (meters)       22.20  (feet) ADJUSTED
 AF3182  ______________________________________________________________________
 AF3182  GEOID HEIGHT    -        -27.675 (meters)                     GEOID18
 AF3182  DYNAMIC HEIGHT  -          6.757 (meters)       22.17  (feet) COMP
 AF3182  MODELED GRAVITY -    979,111.4   (mgal)                       NAVD 88
 AF3182
 AF3182  VERT ORDER      -  SECOND    CLASS 0
 AF3182
 AF3182.The horizontal coordinates were scaled from a map and have
 AF3182.an estimated accuracy of +/- 6 seconds.
 AF3182
 AF3182.The orthometric height was determined by differential leveling and
 AF3182.adjusted by the NATIONAL GEODETIC SURVEY
 AF3182.in June 1991.
 AF3182
 AF3182.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3182.GEOID18 height accuracy estimate available here.
 AF3182
 AF3182.This Tidal Bench Mark is designated as VM 5450
 AF3182.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3182
 AF3182.Click photographs - Photos may exist for this station.
 AF3182
 AF3182.The dynamic height is computed by dividing the NAVD 88
 AF3182.geopotential number by the normal gravity value computed on the
 AF3182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3182.degrees latitude (g = 980.6199 gals.).
 AF3182
 AF3182.The modeled gravity was interpolated from observed gravity values.
 AF3182
 AF3182;                    North         East    Units  Estimated Accuracy
 AF3182;SPC FL E     -   315,020.      280,460.      MT  (+/- 180 meters Scaled)
 AF3182
 AF3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL804060(NAD 83)
 AF3182
 AF3182                          SUPERSEDED SURVEY CONTROL
 AF3182
 AF3182  NGVD 29 (??/??/92)    7.214  (m)           23.67   (f) ADJ UNCH    2 0
 AF3182
 AF3182.Superseded values are not recommended for survey control.
 AF3182
 AF3182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3182.See file dsdata.pdf to determine how the superseded data were derived.
 AF3182
 AF3182_MARKER: DB = BENCH MARK DISK
 AF3182_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF3182_SP_SET: PORCH
 AF3182_STAMPING: NO 1 A 1969
 AF3182_MARK LOGO: CGS
 AF3182_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3182
 AF3182  HISTORY     - Date     Condition        Report By
 AF3182  HISTORY     - 1969     MONUMENTED       CGS
 AF3182  HISTORY     - 1970     GOOD             NGS
 AF3182  HISTORY     - 1972     GOOD             NGS
 AF3182  HISTORY     - 1980     GOOD             FLDNR
 AF3182
 AF3182                          STATION DESCRIPTION
 AF3182
 AF3182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3182'5.4 MI SE FROM STUART.
 AF3182'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE
 AF3182'COURTHOUSE AT STUART, THENCE 2.1 MILES SOUTH ALONG SEWALLS POINT
 AF3182'ROAD, AT SEWALLS POINT, 59.7 FEET WEST-SOUTHWEST OF BENCH MARK
 AF3182'IWM 8 (USE) DESCRIBED, SET ON THE TOP OF A CONCRETE PORCH FLOOR
 AF3182'ON THE SOUTHEAST SIDE OF A LARGE BRICK RESIDENCE, 15.5 FEET
 AF3182'NORTH OF THE SOUTHEAST CORNER OF THE RESIDENCE, 1.1 FEET EAST
 AF3182'OF THE EAST WALL OF THE HOUSE AND NEAR THE NORTH END OF A LARGE
 AF3182'PICTURE WINDOW IN THE RESIDENCE.
 AF3182
 AF3182                          STATION RECOVERY (1972)
 AF3182
 AF3182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3182'RECOVERED IN GOOD CONDITION.
 AF3182
 AF3182                          STATION RECOVERY (1980)
 AF3182
 AF3182'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3182'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3183 ***********************************************************************
 AF3183  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3183  DESIGNATION -  872 2371 TIDAL 2 A
 AF3183  PID         -  AF3183
 AF3183  STATE/COUNTY-  FL/MARTIN
 AF3183  COUNTRY     -  US
 AF3183  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF3183
 AF3183                         *CURRENT SURVEY CONTROL
 AF3183  ______________________________________________________________________
 AF3183* NAD 83(1986) POSITION- 27 10 29.     (N) 080 11 18.     (W)   SCALED
 AF3183* NAVD 88 ORTHO HEIGHT -     6.789 (meters)       22.27  (feet) ADJUSTED
 AF3183  ______________________________________________________________________
 AF3183  GEOID HEIGHT    -        -27.674 (meters)                     GEOID18
 AF3183  DYNAMIC HEIGHT  -          6.779 (meters)       22.24  (feet) COMP
 AF3183  MODELED GRAVITY -    979,111.4   (mgal)                       NAVD 88
 AF3183
 AF3183  VERT ORDER      -  SECOND    CLASS 0
 AF3183
 AF3183.The horizontal coordinates were scaled from a map and have
 AF3183.an estimated accuracy of +/- 6 seconds.
 AF3183
 AF3183.The orthometric height was determined by differential leveling and
 AF3183.adjusted by the NATIONAL GEODETIC SURVEY
 AF3183.in June 1991.
 AF3183
 AF3183.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3183.GEOID18 height accuracy estimate available here.
 AF3183
 AF3183.This Tidal Bench Mark is designated as VM 5451
 AF3183.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3183
 AF3183.Click photographs - Photos may exist for this station.
 AF3183
 AF3183.The dynamic height is computed by dividing the NAVD 88
 AF3183.geopotential number by the normal gravity value computed on the
 AF3183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3183.degrees latitude (g = 980.6199 gals.).
 AF3183
 AF3183.The modeled gravity was interpolated from observed gravity values.
 AF3183
 AF3183;                    North         East    Units  Estimated Accuracy
 AF3183;SPC FL E     -   315,020.      280,430.      MT  (+/- 180 meters Scaled)
 AF3183
 AF3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL804060(NAD 83)
 AF3183
 AF3183                          SUPERSEDED SURVEY CONTROL
 AF3183
 AF3183  NGVD 29 (??/??/92)    7.236  (m)           23.74   (f) ADJ UNCH    2 0
 AF3183
 AF3183.Superseded values are not recommended for survey control.
 AF3183
 AF3183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3183.See file dsdata.pdf to determine how the superseded data were derived.
 AF3183
 AF3183_MARKER: DB = BENCH MARK DISK
 AF3183_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF3183_SP_SET: SLAB
 AF3183_STAMPING: NO 2 A 1969
 AF3183_MARK LOGO: CGS
 AF3183_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF3183
 AF3183  HISTORY     - Date     Condition        Report By
 AF3183  HISTORY     - 1969     MONUMENTED       CGS
 AF3183  HISTORY     - 1970     GOOD             NGS
 AF3183  HISTORY     - 1972     GOOD             NGS
 AF3183  HISTORY     - 1980     GOOD             FLDNR
 AF3183  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF3183
 AF3183                          STATION DESCRIPTION
 AF3183
 AF3183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3183'5.4 MI SE FROM STUART.
 AF3183'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY A 1 A FROM THE
 AF3183'COURTHOUSE AT STUART, THENCE 2.1 MILES SOUTH ALONG SEWALLS
 AF3183'POINT ROAD, AT SEWALLS POINT, NEAR THE EAST END OF A DRIVE,
 AF3183'AT THE WEST END OF A BRICK RESIDENCE, SET IN THE TOP OF A
 AF3183'CONCRETE SLAB WHICH IS 8 FEET LONG AND 2 FEET WIDE WHICH IS
 AF3183'LOCATED AROUND THE GARBAGE WELL, 32 FEET WEST OF THE SOUTHWEST
 AF3183'CORNER OF THE GARAGE, 4.3 FEET SOUTH OF THE SOUTH WALL OF THE
 AF3183'HOUSE AND 0.2 FOOT ABOVE THE LEVEL OF THE GROUND.
 AF3183
 AF3183                          STATION RECOVERY (1972)
 AF3183
 AF3183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3183'RECOVERED IN GOOD CONDITION.
 AF3183
 AF3183                          STATION RECOVERY (1980)
 AF3183
 AF3183'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3183'RECOVERED IN GOOD CONDITION.
 AF3183
 AF3183                          STATION RECOVERY (1989)
 AF3183
 AF3183'RECOVERY NOTE BY US POWER SQUADRON 1989 (LAH)
 AF3183'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ9608 ***********************************************************************
 DQ9608  TIDAL BM    -  This is a Tidal Bench Mark.
 DQ9608  DESIGNATION -  872 2375 F TIDAL
 DQ9608  PID         -  DQ9608
 DQ9608  STATE/COUNTY-  FL/MARTIN
 DQ9608  COUNTRY     -  US
 DQ9608  USGS QUAD   -  SAINT LUCIE INLET (2018)
 DQ9608
 DQ9608                         *CURRENT SURVEY CONTROL
 DQ9608  ______________________________________________________________________
 DQ9608* NAD 83(1986) POSITION- 27 09 49.65   (N) 080 09 38.90   (W)   HD_HELD1
 DQ9608* NAVD 88 ORTHO HEIGHT -     1.116 (meters)        3.66  (feet) ADJUSTED
 DQ9608  ______________________________________________________________________
 DQ9608  GEOID HEIGHT    -        -27.753 (meters)                     GEOID18
 DQ9608  DYNAMIC HEIGHT  -          1.114 (meters)        3.65  (feet) COMP
 DQ9608  MODELED GRAVITY -    979,108.7   (mgal)                       NAVD 88
 DQ9608
 DQ9608  VERT ORDER      -  FIRST     CLASS II
 DQ9608
 DQ9608.The horizontal coordinates were determined by differentially corrected
 DQ9608.hand held GPS observations or other comparable positioning techniques
 DQ9608.and have an estimated accuracy of +/- 3 meters.
 DQ9608
 DQ9608.The orthometric height was determined by differential leveling and
 DQ9608.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9608.in January 2023.
 DQ9608
 DQ9608.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9608.GEOID18 height accuracy estimate available here.
 DQ9608
 DQ9608.This Tidal Bench Mark is designated as VM 24564
 DQ9608.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DQ9608
 DQ9608.Click photographs - Photos may exist for this station.
 DQ9608
 DQ9608.The dynamic height is computed by dividing the NAVD 88
 DQ9608.geopotential number by the normal gravity value computed on the
 DQ9608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9608.degrees latitude (g = 980.6199 gals.).
 DQ9608
 DQ9608.The modeled gravity was interpolated from observed gravity values.
 DQ9608
 DQ9608;                    North         East    Units  Estimated Accuracy
 DQ9608;SPC FL E     -   313,830.0     283,170.0     MT  (+/- 3 meters HH1 GPS) 
 DQ9608
 DQ9608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL8314104854(NAD 83)
 DQ9608
 DQ9608                          SUPERSEDED SURVEY CONTROL
 DQ9608
 DQ9608  NAVD 88 (04/24/19)    1.110  (m)            3.64   (f) SUPERSEDED  1 2
 DQ9608
 DQ9608.Superseded values are not recommended for survey control.
 DQ9608
 DQ9608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9608.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9608
 DQ9608_MARKER: F = FLANGE-ENCASED ROD
 DQ9608_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ9608_STAMPING: 2375 F 2006
 DQ9608_MARK LOGO: NGS
 DQ9608_PROJECTION: FLUSH
 DQ9608_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ9608_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9608+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2024
 DQ9608_ROD/PIPE-DEPTH: 10.9 meters
 DQ9608
 DQ9608  HISTORY     - Date     Condition        Report By
 DQ9608  HISTORY     - 20061130 MONUMENTED       FLDEP
 DQ9608  HISTORY     - 20070510 GOOD             FLDEP
 DQ9608  HISTORY     - 20220426 GOOD             FLDEP
 DQ9608  HISTORY     - 20240222 GOOD             GEOCAC
 DQ9608
 DQ9608                          STATION DESCRIPTION
 DQ9608
 DQ9608'DESCRIBED BY FL DEPT OF ENV PRO 2007 (BPJ)
 DQ9608'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTH-SOUTHEAST OF EDEN,
 DQ9608'6.5 MI (10.5 KM) EAST OF PALM CITY AND 5.5 MI (8.8 KM) NORTH OF GOMEZ.
 DQ9608'THE MARK IS ABOUT 7.4 MI (11.9 KM) NORTH-NORTHEAST OF HOBE SOUND, IN
 DQ9608'SECTION 20, TOWNSHIP 38 SOUTH, RANGE 42 EAST, IN THE SAINT LUCIE STATE
 DQ9608'PARK.
 DQ9608'
 DQ9608'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 DQ9608'HIGHWAY) AND COUNTY ROAD 708 (BRIDGE ROAD) IN HOBE SOUND, GO EAST ON
 DQ9608'COUNTY ROAD 708 (BRIDGE ROAD) FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF
 DQ9608'COUNTY ROAD 707 ON THE RIGHT AND NORTH BEACH BOULEVARD ON THE LEFT.
 DQ9608'TURN LEFT ON NORTH BEACH BOULEVARD AND GO NORTHWEST FOR 1.7 MI (2.7
 DQ9608'KM) TO THE DEAD END AND THE ENTRANCE TO THE HOBE SOUND NATIONAL
 DQ9608'WILDLIFE REFUGE.  CONTINUE NORTHERLY THROUGH THE PARKING AREA FOR 0.05
 DQ9608'MI (0.08 KM) TO THE JUNCTION OF AN ATV ACCESS TRAIL TO THE BEACH.
 DQ9608'CONTINUE NORTHERLY ON THE BEACH FOR 5.0 MI (8.0 KM) TO THE JUNCTION OF
 DQ9608'AN ATV TRAIL ON THE LEFT.  TURN LEFT ON THE ATV TRAIL AND GO WEST FOR
 DQ9608'0.05 MI (0.08 KM) TO THE INTERSECTION OF A NORTH-SOUTH ATV TRAIL.
 DQ9608'TURN RIGHT ON THE ATV TRAIL AND GO NORTH FOR 0.85 MI (1.37 KM) TO THE
 DQ9608'WEST END OF THE SAINT LUCIE PAVED JETTY AND THE MARK ON THE RIGHT, A
 DQ9608'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 36.0 FT (11.0 M),
 DQ9608'WITH AN NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND, THE
 DQ9608'DATUM POINT IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE NATIONAL
 DQ9608'GEODETIC SURVEY LOGO CAP.
 DQ9608'
 DQ9608'LOCATED ABOUT 530.0 FT (161.5 M) NORTHWEST OF AN FLDEP SURVEY MARK
 DQ9608'2375 G 2006, 69.3 FT (21.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DQ9608'SAINT LUCIE INLET GRANITE MONUMENT, 27.0 FT (8.2 M) NORTHEAST OF THE
 DQ9608'ATV TRAIL, 11.8 FT (3.6 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 DQ9608'10.0 WIDE PAVED SIDEWALK ON THE WEST END OF THE JETTY, 3.8 FT (1.2 M)
 DQ9608'SOUTH OF AN ALUMINUM HANDICAP SIGN AND 1.0 FT (0.3 M) SOUTHWEST OF A
 DQ9608'CARSONITE WITNESS POST.
 DQ9608'
 DQ9608'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DQ9608'LOGO CAP.
 DQ9608
 DQ9608                          STATION RECOVERY (2022)
 DQ9608
 DQ9608'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MAH)
 DQ9608'RECOVERED AS DESCRIBED.
 DQ9608
 DQ9608                          STATION RECOVERY (2024)
 DQ9608
 DQ9608'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DQ9608'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ9609 ***********************************************************************
 DQ9609  TIDAL BM    -  This is a Tidal Bench Mark.
 DQ9609  DESIGNATION -  872 2375 G TIDAL
 DQ9609  PID         -  DQ9609
 DQ9609  STATE/COUNTY-  FL/MARTIN
 DQ9609  COUNTRY     -  US
 DQ9609  USGS QUAD   -  SAINT LUCIE INLET (2018)
 DQ9609
 DQ9609                         *CURRENT SURVEY CONTROL
 DQ9609  ______________________________________________________________________
 DQ9609* NAD 83(1986) POSITION- 27 09 45.04   (N) 080 09 34.27   (W)   HD_HELD1
 DQ9609* NAVD 88 ORTHO HEIGHT -     0.758 (meters)        2.49  (feet) ADJUSTED
 DQ9609  ______________________________________________________________________
 DQ9609  GEOID HEIGHT    -        -27.756 (meters)                     GEOID18
 DQ9609  DYNAMIC HEIGHT  -          0.756 (meters)        2.48  (feet) COMP
 DQ9609  MODELED GRAVITY -    979,108.5   (mgal)                       NAVD 88
 DQ9609
 DQ9609  VERT ORDER      -  FIRST     CLASS II
 DQ9609
 DQ9609.The horizontal coordinates were determined by differentially corrected
 DQ9609.hand held GPS observations or other comparable positioning techniques
 DQ9609.and have an estimated accuracy of +/- 3 meters.
 DQ9609
 DQ9609.The orthometric height was determined by differential leveling and
 DQ9609.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9609.in January 2023.
 DQ9609
 DQ9609.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9609.GEOID18 height accuracy estimate available here.
 DQ9609
 DQ9609.This Tidal Bench Mark is designated as VM 24565
 DQ9609.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DQ9609
 DQ9609.Click photographs - Photos may exist for this station.
 DQ9609
 DQ9609.The dynamic height is computed by dividing the NAVD 88
 DQ9609.geopotential number by the normal gravity value computed on the
 DQ9609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9609.degrees latitude (g = 980.6199 gals.).
 DQ9609
 DQ9609.The modeled gravity was interpolated from observed gravity values.
 DQ9609
 DQ9609;                    North         East    Units  Estimated Accuracy
 DQ9609;SPC FL E     -   313,688.9     283,298.4     MT  (+/- 3 meters HH1 GPS) 
 DQ9609
 DQ9609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL8326904713(NAD 83)
 DQ9609
 DQ9609                          SUPERSEDED SURVEY CONTROL
 DQ9609
 DQ9609  NAVD 88 (04/24/19)    0.754  (m)            2.47   (f) SUPERSEDED  1 2
 DQ9609
 DQ9609.Superseded values are not recommended for survey control.
 DQ9609
 DQ9609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9609.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9609
 DQ9609_MARKER: DD = SURVEY DISK
 DQ9609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ9609_STAMPING: 2375 G 2006
 DQ9609_MARK LOGO: FLDEP
 DQ9609_PROJECTION: FLUSH
 DQ9609_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ9609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9609+STABILITY: SURFACE MOTION
 DQ9609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9609+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2024
 DQ9609
 DQ9609  HISTORY     - Date     Condition        Report By
 DQ9609  HISTORY     - 20061130 MONUMENTED       FLDEP
 DQ9609  HISTORY     - 20070510 GOOD             FLDEP
 DQ9609  HISTORY     - 20220426 GOOD             FLDEP
 DQ9609  HISTORY     - 20240222 GOOD             GEOCAC
 DQ9609
 DQ9609                          STATION DESCRIPTION
 DQ9609
 DQ9609'DESCRIBED BY FL DEPT OF ENV PRO 2007 (BPJ)
 DQ9609'THE STATION IS LOCATED ABOUT 9.4 MI (15.1 KM) SOUTH-SOUTHEAST OF EDEN,
 DQ9609'6.6 MI (10.6 KM) EAST OF PALM CITY AND 5.4 MI (8.7 KM) NORTH OF GOMEZ.
 DQ9609'THE MARK IS ABOUT 7.25 MI (11.67 KM) NORTH-NORTHEAST OF HOBE SOUND, IN
 DQ9609'SECTION 20, TOWNSHIP 38 SOUTH, RANGE 42 EAST, IN THE SAINT LUCIE STATE
 DQ9609'PARK.
 DQ9609'
 DQ9609'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 DQ9609'HIGHWAY) AND COUNTY ROAD 708 (BRIDGE ROAD) IN HOBE SOUND, GO EAST ON
 DQ9609'COUNTY ROAD 708 (BRIDGE ROAD) FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF
 DQ9609'COUNTY ROAD 707 ON THE RIGHT AND NORTH BEACH BOULEVARD ON THE LEFT.
 DQ9609'TURN LEFT ON NORTH BEACH BOULEVARD AND GO NORTHWEST FOR 1.7 MI (2.7
 DQ9609'KM) TO THE DEAD END AND THE ENTRANCE TO THE HOBE SOUND NATIONAL
 DQ9609'WILDLIFE REFUGE.  CONTINUE NORTHERLY THROUGH THE PARKING AREA FOR 0.05
 DQ9609'MI (0.08 KM) TO THE JUNCTION OF AN ATV ACCESS TRAIL TO THE BEACH.
 DQ9609'CONTINUE NORTHERLY ON THE BEACH FOR 5.0 MI (8.0 KM) TO THE JUNCTION OF
 DQ9609'AN ATV TRAIL ON THE LEFT.  TURN LEFT ON THE ATV TRAIL AND GO WEST FOR
 DQ9609'0.05 MI (0.08 KM) TO THE INTERSECTION OF A NORTH-SOUTH ATV TRAIL.
 DQ9609'TURN RIGHT ON THE ATV TRAIL AND GO NORTH FOR 0.7 MI (1.1 KM) TO THE
 DQ9609'MARK ON THE LEFT, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF A
 DQ9609'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ATV
 DQ9609'TRAIL.
 DQ9609'
 DQ9609'LOCATED ABOUT 664.0 FT (202.4 M) NORTHWEST OF AN FLDNR SURVEY MARK R
 DQ9609'45 MART 1994, 530.0 FT (161.5 M) SOUTHEAST OF AN NATIONAL GEODETIC
 DQ9609'SURVEY LOGO CAP 2375 F 2006, 12.3 FT (3.7 M) SOUTHWEST OF THE ATV
 DQ9609'TRAIL AND 1.3 FT (0.4 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DQ9609
 DQ9609                          STATION RECOVERY (2022)
 DQ9609
 DQ9609'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MAH)
 DQ9609'RECOVERED AS DESCRIBED.
 DQ9609
 DQ9609                          STATION RECOVERY (2024)
 DQ9609
 DQ9609'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DQ9609'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ9611 ***********************************************************************
 DQ9611  TIDAL BM    -  This is a Tidal Bench Mark.
 DQ9611  DESIGNATION -  872 2375 H TIDAL
 DQ9611  PID         -  DQ9611
 DQ9611  STATE/COUNTY-  FL/MARTIN
 DQ9611  COUNTRY     -  US
 DQ9611  USGS QUAD   -  SAINT LUCIE INLET (2018)
 DQ9611
 DQ9611                         *CURRENT SURVEY CONTROL
 DQ9611  ______________________________________________________________________
 DQ9611* NAD 83(1986) POSITION- 27 09 27.92   (N) 080 09 24.49   (W)   HD_HELD1
 DQ9611* NAVD 88 ORTHO HEIGHT -     1.621 (meters)        5.32  (feet) ADJUSTED
 DQ9611  ______________________________________________________________________
 DQ9611  GEOID HEIGHT    -        -27.758 (meters)                     GEOID18
 DQ9611  DYNAMIC HEIGHT  -          1.618 (meters)        5.31  (feet) COMP
 DQ9611  MODELED GRAVITY -    979,107.8   (mgal)                       NAVD 88
 DQ9611
 DQ9611  VERT ORDER      -  FIRST     CLASS II
 DQ9611
 DQ9611.The horizontal coordinates were determined by differentially corrected
 DQ9611.hand held GPS observations or other comparable positioning techniques
 DQ9611.and have an estimated accuracy of +/- 3 meters.
 DQ9611
 DQ9611.The orthometric height was determined by differential leveling and
 DQ9611.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9611.in April 2019.
 DQ9611
 DQ9611.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9611.GEOID18 height accuracy estimate available here.
 DQ9611
 DQ9611.This Tidal Bench Mark is designated as VM 24566
 DQ9611.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DQ9611
 DQ9611.Click photographs - Photos may exist for this station.
 DQ9611
 DQ9611.The dynamic height is computed by dividing the NAVD 88
 DQ9611.geopotential number by the normal gravity value computed on the
 DQ9611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9611.degrees latitude (g = 980.6199 gals.).
 DQ9611
 DQ9611.The modeled gravity was interpolated from observed gravity values.
 DQ9611
 DQ9611;                    North         East    Units  Estimated Accuracy
 DQ9611;SPC FL E     -   313,163.8     283,571.2     MT  (+/- 3 meters HH1 GPS) 
 DQ9611
 DQ9611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL8354204188(NAD 83)
 DQ9611
 DQ9611                          SUPERSEDED SURVEY CONTROL
 DQ9611
 DQ9611.No superseded survey control is available for this station.
 DQ9611
 DQ9611_MARKER: DD = SURVEY DISK
 DQ9611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ9611_STAMPING: 2375 H 2006
 DQ9611_MARK LOGO: FLDEP
 DQ9611_PROJECTION: FLUSH
 DQ9611_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ9611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9611+STABILITY: SURFACE MOTION
 DQ9611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9611+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2024
 DQ9611
 DQ9611  HISTORY     - Date     Condition        Report By
 DQ9611  HISTORY     - 20061130 MONUMENTED       FLDEP
 DQ9611  HISTORY     - 20070621 GOOD             FLDEP
 DQ9611  HISTORY     - 20220426 GOOD             FLDEP
 DQ9611  HISTORY     - 20240222 GOOD             GEOCAC
 DQ9611
 DQ9611                          STATION DESCRIPTION
 DQ9611
 DQ9611'DESCRIBED BY FL DEPT OF ENV PRO 2007 (BPJ)
 DQ9611'THE STATION IS LOCATED ABOUT 9.8 MI (15.8 KM) SOUTH-SOUTHEAST OF EDEN,
 DQ9611'6.8 MI (10.9 KM) EAST OF PALM CITY AND 5.1 MI (8.2 KM) NORTH OF GOMEZ.
 DQ9611'THE MARK IS ABOUT 7.0 MI (11.3 KM) NORTH-NORTHEAST OF HOBE SOUND, IN
 DQ9611'SECTION 20, TOWNSHIP 38 SOUTH, RANGE 42 EAST, IN THE SAINT LUCIE STATE
 DQ9611'PARK.
 DQ9611'
 DQ9611'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 DQ9611'HIGHWAY) AND COUNTY ROAD 708 (BRIDGE ROAD) IN HOBE SOUND, GO EAST ON
 DQ9611'COUNTY ROAD 708 (BRIDGE ROAD) FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF
 DQ9611'COMPANY COUNTY ROAD 707 ON THE RIGHT AND NORTH BEACH BOULEVARD ON THE
 DQ9611'LEFT.  TURN LEFT ON NORTH BEACH BOULEVARD AND GO NORTHWEST FOR 1.7 MI
 DQ9611'(2.7 KM) TO THE DEAD END AND THE ENTRANCE TO THE HOBE SOUND NATIONAL
 DQ9611'WILDLIFE REFUGE.  CONTINUE NORTHERLY THROUGH THE PARKING AREA FOR 0.05
 DQ9611'MI (0.08 KM) TO THE JUNCTION OF AN ATV ACCESS TRAIL TO THE BEACH.
 DQ9611'CONTINUE NORTHERLY ON THE BEACH FOR 5.0 MI (8.0 KM) TO THE JUNCTION OF
 DQ9611'AN ATV TRAIL ON THE LEFT.  TURN LEFT ON THE ATV TRAIL AND GO WEST FOR
 DQ9611'0.05 MI (0.08 KM) TO THE INTERSECTION OF A NORTH-SOUTH ATV TRAIL.
 DQ9611'TURN RIGHT ON THE ATV TRAIL AND GO NORTH FOR 0.4 MI (0.6 KM) TO THE
 DQ9611'MARK ON THE LEFT, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF A
 DQ9611'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH THE ATV
 DQ9611'TRAIL.
 DQ9611'
 DQ9611'LOCATED ABOUT 1280.0 FT (390.1 M) SOUTH-SOUTHEAST OF AN FLDNR SURVEY
 DQ9611'MARK R 45 MART 1994, 1183.0 FT (360.6 M) NORTHWEST OF AN FLDNR SURVEY
 DQ9611'MARK 89 94 DA08, 552.0 FT (168.2 M) NORTHWEST OF AN FLDNR SURVEY MARK
 DQ9611'R 47 MART 1994, 53.3 FT (16.2 M) EAST-NORTHEAST OF THE APPROXIMATE
 DQ9611'CENTERLINE OF THE EASEMENT CUT FOR THE DREDGELINE PROJECT, 13.0 FT
 DQ9611'(4.0 M) WEST-SOUTHWEST OF THE ATV TRAIL AND 1.4 FT (0.4 M)
 DQ9611'EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DQ9611
 DQ9611                          STATION RECOVERY (2022)
 DQ9611
 DQ9611'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MAH)
 DQ9611'RECOVERED AS DESCRIBED.
 DQ9611
 DQ9611                          STATION RECOVERY (2024)
 DQ9611
 DQ9611'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DQ9611'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ9607 ***********************************************************************
 DQ9607  TIDAL BM    -  This is a Tidal Bench Mark.
 DQ9607  DESIGNATION -  872 2375 J TIDAL
 DQ9607  PID         -  DQ9607
 DQ9607  STATE/COUNTY-  FL/MARTIN
 DQ9607  COUNTRY     -  US
 DQ9607  USGS QUAD   -  SAINT LUCIE INLET (2018)
 DQ9607
 DQ9607                         *CURRENT SURVEY CONTROL
 DQ9607  ______________________________________________________________________
 DQ9607* NAD 83(1986) POSITION- 27 09 49.77   (N) 080 09 40.88   (W)   HD_HELD1
 DQ9607* NAVD 88 ORTHO HEIGHT -     2.479 (meters)        8.13  (feet) ADJUSTED
 DQ9607  ______________________________________________________________________
 DQ9607  GEOID HEIGHT    -        -27.751 (meters)                     GEOID18
 DQ9607  DYNAMIC HEIGHT  -          2.475 (meters)        8.12  (feet) COMP
 DQ9607  MODELED GRAVITY -    979,108.7   (mgal)                       NAVD 88
 DQ9607
 DQ9607  VERT ORDER      -  FIRST     CLASS II
 DQ9607
 DQ9607.The horizontal coordinates were determined by differentially corrected
 DQ9607.hand held GPS observations or other comparable positioning techniques
 DQ9607.and have an estimated accuracy of +/- 3 meters.
 DQ9607
 DQ9607.The orthometric height was determined by differential leveling and
 DQ9607.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9607.in April 2019.
 DQ9607
 DQ9607.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9607.GEOID18 height accuracy estimate available here.
 DQ9607
 DQ9607.This Tidal Bench Mark is designated as VM 24563
 DQ9607.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DQ9607
 DQ9607.Click photographs - Photos may exist for this station.
 DQ9607
 DQ9607.The dynamic height is computed by dividing the NAVD 88
 DQ9607.geopotential number by the normal gravity value computed on the
 DQ9607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9607.degrees latitude (g = 980.6199 gals.).
 DQ9607
 DQ9607.The modeled gravity was interpolated from observed gravity values.
 DQ9607
 DQ9607;                    North         East    Units  Estimated Accuracy
 DQ9607;SPC FL E     -   313,833.3     283,115.5     MT  (+/- 3 meters HH1 GPS) 
 DQ9607
 DQ9607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL8308704858(NAD 83)
 DQ9607
 DQ9607                          SUPERSEDED SURVEY CONTROL
 DQ9607
 DQ9607.No superseded survey control is available for this station.
 DQ9607
 DQ9607_MARKER: F = FLANGE-ENCASED ROD
 DQ9607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ9607_STAMPING: 2375 J 2007
 DQ9607_MARK LOGO: NGS
 DQ9607_PROJECTION: FLUSH
 DQ9607_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DQ9607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9607+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2024
 DQ9607_ROD/PIPE-DEPTH: 24.4 meters
 DQ9607
 DQ9607  HISTORY     - Date     Condition        Report By
 DQ9607  HISTORY     - 20070510 MONUMENTED       FLDEP
 DQ9607  HISTORY     - 20220426 GOOD             FLDEP
 DQ9607  HISTORY     - 20240222 GOOD             GEOCAC
 DQ9607
 DQ9607                          STATION DESCRIPTION
 DQ9607
 DQ9607'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DQ9607'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) SOUTH-SOUTHEAST OF EDEN,
 DQ9607'6.5 MI (10.5 KM) EAST OF PALM CITY AND 5.6 MI (9.0 KM) NORTH OF GOMEZ.
 DQ9607'THE MARK IS IN THE SAINT LUCIE INLET STATE PARK, IN SECTION 20,
 DQ9607'TOWNSHIP 38 SOUTH, RANGE 42 EAST.
 DQ9607'
 DQ9607'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 DQ9607'HIGHWAY) AND COUNTY ROAD 708 (BRIDGE ROAD) IN HOBE SOUND, GO EAST ON
 DQ9607'COUNTY ROAD 708 (BRIDGE ROAD) FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF
 DQ9607'COUNTY ROAD 707 ON THE RIGHT AND NORTH BEACH BOULEVARD ON THE LEFT.
 DQ9607'TURN LEFT ON NORTH BEACH BOULEVARD AND GO NORTHWEST FOR 1.7 MI (2.7
 DQ9607'KM) TO THE DEAD END AND THE ENTRANCE TO THE HOBE SOUND NATIONAL
 DQ9607'WILDLIFE REFUGE.  CONTINUE NORTHERLY THROUGH THE PARKING AREA FOR 0.05
 DQ9607'MI (0.08 KM) TO THE JUNCTION OF AN ATV ACCESS TRAIL TO THE BEACH, THEN
 DQ9607'BY ATV CONTINUE NORTHERLY ON THE BEACH FOR 5.0 MI (8.0 KM) TO THE
 DQ9607'JUNCTION OF AN ATV TRAIL ON THE LEFT.  TURN LEFT ON THE ATV TRAIL AND
 DQ9607'GO WEST FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF A NORTH-SOUTH ATV
 DQ9607'TRAIL.  TURN RIGHT ON THE ATV TRAIL AND GO NORTH FOR 0.85 MI (1.37 KM)
 DQ9607'TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO A DEPTH OF
 DQ9607'80.0 FT (24.4 M), WITH AN NATIONAL GEODETIC SURVEY LOGO FLUSH WITH THE
 DQ9607'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE ATV TRAIL, THE
 DQ9607'DATUM POINT IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE NATIONAL
 DQ9607'GEODETIC SURVEY LOGO CAP.
 DQ9607'
 DQ9607'LOCATED ABOUT 179.0 FT (54.6 M) WEST-NORTHWEST OF AN NATIONAL GEODETIC
 DQ9607'SURVEY LOGO CAP 2375 F 2006, 32.4 FT (9.9 M) SOUTH OF THE APPROXIMATE
 DQ9607'CENTERLINE OF THE TRAIL ROAD AND 4.8 FT (1.5 M) NORTHEAST OF A
 DQ9607'CARSONITE WITNESS POST.
 DQ9607'
 DQ9607'NOTE-A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DQ9607'CAP.
 DQ9607'
 DQ9607'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DQ9607'NATIONAL GEODETIC SURVEY LOGO CAP.
 DQ9607
 DQ9607                          STATION RECOVERY (2022)
 DQ9607
 DQ9607'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (MAH)
 DQ9607'RECOVERED AS DESCRIBED.
 DQ9607
 DQ9607                          STATION RECOVERY (2024)
 DQ9607
 DQ9607'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DQ9607'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8410 ***********************************************************************
 DR8410  TIDAL BM    -  This is a Tidal Bench Mark.
 DR8410  DESIGNATION -  872 2375 K
 DR8410  PID         -  DR8410
 DR8410  STATE/COUNTY-  FL/MARTIN
 DR8410  COUNTRY     -  US
 DR8410  USGS QUAD   -  SAINT LUCIE INLET (2018)
 DR8410
 DR8410                         *CURRENT SURVEY CONTROL
 DR8410  ______________________________________________________________________
 DR8410* NAD 83(1986) POSITION- 27 09 47.13   (N) 080 10 02.58   (W)   HD_HELD1
 DR8410* NAVD 88 ORTHO HEIGHT -     0.650 (meters)        2.13  (feet) ADJUSTED
 DR8410  ______________________________________________________________________
 DR8410  GEOID HEIGHT    -        -27.729 (meters)                     GEOID18
 DR8410  DYNAMIC HEIGHT  -          0.649 (meters)        2.13  (feet) COMP
 DR8410  MODELED GRAVITY -    979,109.0   (mgal)                       NAVD 88
 DR8410
 DR8410  VERT ORDER      -  FIRST     CLASS II
 DR8410
 DR8410.The horizontal coordinates were determined by differentially corrected
 DR8410.hand held GPS observations or other comparable positioning techniques
 DR8410.and have an estimated accuracy of +/- 3 meters.
 DR8410
 DR8410.The orthometric height was determined by differential leveling and
 DR8410.adjusted by the NATIONAL GEODETIC SURVEY
 DR8410.in January 2023.
 DR8410
 DR8410.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8410.GEOID18 height accuracy estimate available here.
 DR8410
 DR8410.This Tidal Bench Mark is designated as VM 24605
 DR8410.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR8410
 DR8410.Click photographs - Photos may exist for this station.
 DR8410
 DR8410.The dynamic height is computed by dividing the NAVD 88
 DR8410.geopotential number by the normal gravity value computed on the
 DR8410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8410.degrees latitude (g = 980.6199 gals.).
 DR8410
 DR8410.The modeled gravity was interpolated from observed gravity values.
 DR8410
 DR8410;                    North         East    Units  Estimated Accuracy
 DR8410;SPC FL E     -   313,748.1     282,518.6     MT  (+/- 3 meters HH1 GPS) 
 DR8410
 DR8410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL8249004772(NAD 83)
 DR8410
 DR8410                          SUPERSEDED SURVEY CONTROL
 DR8410
 DR8410.No superseded survey control is available for this station.
 DR8410
 DR8410_MARKER: F = FLANGE-ENCASED ROD
 DR8410_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR8410_STAMPING: 2375 K 2022
 DR8410_MARK LOGO: FLDEP
 DR8410_PROJECTION: RECESSED 3 CENTIMETERS
 DR8410_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8410_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8410+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2024
 DR8410_ROD/PIPE-DEPTH: 24.3 meters
 DR8410
 DR8410  HISTORY     - Date     Condition        Report By
 DR8410  HISTORY     - 20220426 MONUMENTED       FLDEP
 DR8410  HISTORY     - 20240222 GOOD             GEOCAC
 DR8410
 DR8410                          STATION DESCRIPTION
 DR8410
 DR8410'DESCRIBED BY FL DEPT OF ENV PRO 2022 (MAH)
 DR8410'THE MARK IS ABOUT 9.1 MI (14.6 KM) SOUTH-SOUTHEAST OF EDEN, 6.1 MI
 DR8410'(9.8 KM) EAST OF PALM CITY, 5.6 MI (9.0 KM) NORTH-NORTHWEST OF GOMEZ,
 DR8410'IN SECTION 20, TOWNSHIP 38 SOUTH, RANGE 42 EAST.
 DR8410'
 DR8410'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 DR8410'HIGHWAY) AND COUNTY ROAD 708 (BRIDGE ROAD) IN HOBE SOUND, GO EAST ON
 DR8410'COUNTY ROAD 708 (BRIDGE ROAD) FOR 1.4 MI (2.3 KM) TO THE T-JUNCTION OF
 DR8410'COUNTY ROAD 707 ON THE RIGHT AND NORTH BEACH BOULEVARD ON THE LEFT.
 DR8410'TURN LEFT ON NORTH BEACH BOULEVARD AND GO NORTHWEST FOR 1.7 MI (2.7
 DR8410'KM) TO THE DEAD END AND THE ENTRANCE TO THE HOBE SOUND NATIONAL
 DR8410'WILDLIFE REFUGE.  CONTINUE NORTHERLY THROUGH THE PARKING AREA FOR 0.05
 DR8410'MI (0.08 KM) TO THE JUNCTION OF AN ATV ACCESS TRAIL TO THE BEACH, THEN
 DR8410'BY ATV CONTINUE NORTHERLY ON THE BEACH FOR 5.0 MI (8.0 KM) TO THE
 DR8410'JUNCTION OF AN ATV TRAIL ON THE LEFT.  TURN LEFT ON THE ATV TRAIL AND
 DR8410'GO WEST FOR 0.05 MI (0.08 KM) TO THE INTERSECTION OF A NORTH-SOUTH ATV
 DR8410'TRAIL.  TURN RIGHT ON THE ATV TRAIL AND GO NORTH FOR 0.85 MI (1.37 KM)
 DR8410'TO (NGS) ROD MARK 2375 J 2007 ON THE LEFT.  CONTINUE WEST ON THE ATV
 DR8410'TRAIL FOR 0.25 MI (0.40 KM) TO THE END OF THE ATV TRAIL AT THE
 DR8410'SHORELINE, NOW WALKING SOUTHWEST ALONG THE SHORELINE FOR 0.15 MI (0.24
 DR8410'KM) TO A SLOUGH AT THE END OF THE SHORELINE AND THE MARK ON THE LEFT,
 DR8410'A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 79.6 FT (24.3
 DR8410'M), RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND 2.0 FT
 DR8410'(0.6 M) ABOVE THE LEVEL OF THE SHORELINE, THE DATUM POINT IS RECESSED
 DR8410'0.3 FT (9 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.  THE MARK CAN
 DR8410'ALSO BE REACHED BY BOAT FROM SANDSPIRIT PARK IN STUART, NAVIGATE EAST
 DR8410'ON THE ST. LUCIE INLET FOR 1.6 MI (2.6 KM) TO A SLOUGH ON THE INLET
 DR8410'LEADING SOUTHEASTERLY ON THE RIGHT AND THE MARK ON THE RIGHT.
 DR8410'
 DR8410'LOCATED 45.2 FT (13.8 M) EAST-NORTHEAST OF THE EAST BANK OF A SLOUGH
 DR8410'LEADING SOUTHEASTERLY, 21.0 FT (6.4 M) SOUTHEAST OF THE VEGETATION
 DR8410'LINE OF THE ST LUCIE INLET AND 2.0 FT (0.6 M) NORTHWEST OF A CARSONITE
 DR8410'WITNESS POST.
 DR8410'
 DR8410'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR8410'LOGO CAP.
 DR8410'
 DR8410'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR8410
 DR8410                          STATION RECOVERY (2024)
 DR8410
 DR8410'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DR8410'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6966 ***********************************************************************
 AF6966  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6966  DESIGNATION -  872 2381 1
 AF6966  PID         -  AF6966
 AF6966  STATE/COUNTY-  FL/MARTIN
 AF6966  COUNTRY     -  US
 AF6966  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF6966
 AF6966                         *CURRENT SURVEY CONTROL
 AF6966  ______________________________________________________________________
 AF6966* NAD 83(1986) POSITION- 27 09 13.40   (N) 080 10 16.33   (W)   HD_HELD1
 AF6966* NAVD 88 ORTHO HEIGHT -     0.827 (meters)        2.71  (feet) ADJUSTED
 AF6966  ______________________________________________________________________
 AF6966  GEOID HEIGHT    -        -27.700 (meters)                     GEOID18
 AF6966  DYNAMIC HEIGHT  -          0.826 (meters)        2.71  (feet) COMP
 AF6966  MODELED GRAVITY -    979,108.2   (mgal)                       NAVD 88
 AF6966
 AF6966  VERT ORDER      -  SECOND    CLASS I
 AF6966
 AF6966.The horizontal coordinates were determined by differentially corrected
 AF6966.hand held GPS observations or other comparable positioning techniques
 AF6966.and have an estimated accuracy of +/- 3 meters.
 AF6966
 AF6966.The orthometric height was determined by differential leveling and
 AF6966.adjusted by the NATIONAL GEODETIC SURVEY
 AF6966.in June 1991.
 AF6966
 AF6966.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6966.GEOID18 height accuracy estimate available here.
 AF6966
 AF6966.This Tidal Bench Mark is designated as VM 5454
 AF6966.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6966
 AF6966.Click photographs - Photos may exist for this station.
 AF6966
 AF6966.The dynamic height is computed by dividing the NAVD 88
 AF6966.geopotential number by the normal gravity value computed on the
 AF6966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6966.degrees latitude (g = 980.6199 gals.).
 AF6966
 AF6966.The modeled gravity was interpolated from observed gravity values.
 AF6966
 AF6966;                    North         East    Units  Estimated Accuracy
 AF6966;SPC FL E     -   312,707.4     282,146.9     MT  (+/- 3 meters HH1 GPS) 
 AF6966
 AF6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL8211803732(NAD 83)
 AF6966
 AF6966                          SUPERSEDED SURVEY CONTROL
 AF6966
 AF6966  NGVD 29 (09/01/92)    1.271  (m)            4.17   (f) ADJUSTED    2 1
 AF6966
 AF6966.Superseded values are not recommended for survey control.
 AF6966
 AF6966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6966.See file dsdata.pdf to determine how the superseded data were derived.
 AF6966
 AF6966_MARKER: DB = BENCH MARK DISK
 AF6966_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6966_SP_SET: SEAWALL
 AF6966_STAMPING: NO 1 1972
 AF6966_MARK LOGO: CGS
 AF6966_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6966+STABILITY: SURFACE MOTION
 AF6966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6966+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2021
 AF6966
 AF6966  HISTORY     - Date     Condition        Report By
 AF6966  HISTORY     - 1972     MONUMENTED       NOS
 AF6966  HISTORY     - 1980     GOOD             FLDNR
 AF6966  HISTORY     - 1986     GOOD             FLDNR
 AF6966  HISTORY     - 1989     GOOD             USPSQD
 AF6966  HISTORY     - 1990     GOOD             USPSQD
 AF6966  HISTORY     - 1991     GOOD             USPSQD
 AF6966  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AF6966  HISTORY     - 20051103 GOOD             FLDEP
 AF6966  HISTORY     - 20210830 GOOD             GEOCAC
 AF6966
 AF6966                          STATION DESCRIPTION
 AF6966
 AF6966'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6966'1.7 MI ENE FROM PORT SALERNO.
 AF6966'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED SOUTHERLY 0.45
 AF6966'MILE ALONG STATE HIGHWAY A1A TO THE JUNCTION OF ANCHOR AVENUE, PROCEED
 AF6966'NORTHERLY 0.2 MILE ALONG ANCHOR AVENUE TO THE JUNCTION OF HORSESHOE
 AF6966'POINT ROAD, PROCEED EASTERLY 1.55 MILES ALONG HORSESHOE POINT ROAD TO
 AF6966'ITS END AND THE MARK.  THE MARK BEARS 165 FEET EAST OF THE SOUTHWEST
 AF6966'END OF THE SEAWALL AROUND HORSESHOE POINT AND 33 FEET EAST OF THE
 AF6966'EASTERNMOST OF 4 SMALL PIERS.
 AF6966
 AF6966                          STATION RECOVERY (1986)
 AF6966
 AF6966'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6966'RECOVERED IN GOOD CONDITION.
 AF6966
 AF6966                          STATION RECOVERY (1989)
 AF6966
 AF6966'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6966'RECOVERED IN GOOD CONDITION.
 AF6966
 AF6966                          STATION RECOVERY (1990)
 AF6966
 AF6966'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6966'RECOVERED IN GOOD CONDITION.
 AF6966
 AF6966                          STATION RECOVERY (1991)
 AF6966
 AF6966'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6966'RECOVERED IN GOOD CONDITION.
 AF6966
 AF6966                          STATION RECOVERY (2004)
 AF6966
 AF6966'RECOVERY NOTE BY US POWER SQUADRON 2004 (GCM)
 AF6966'FROM COORDINATES, IT APPEARS TO BE OUT IN THE WATER.  EVIDENCE
 AF6966'SUGGESTS RETAINING WALL MAY HAVE BEEN BEEN REBUILT.
 AF6966
 AF6966                          STATION RECOVERY (2005)
 AF6966
 AF6966'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6966'RECOVERED AS DESCRIBED.
 AF6966
 AF6966                          STATION RECOVERY (2021)
 AF6966
 AF6966'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AF6966'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6965 ***********************************************************************
 AF6965  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6965  DESIGNATION -  872 2381 4
 AF6965  PID         -  AF6965
 AF6965  STATE/COUNTY-  FL/MARTIN
 AF6965  COUNTRY     -  US
 AF6965  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF6965
 AF6965                         *CURRENT SURVEY CONTROL
 AF6965  ______________________________________________________________________
 AF6965* NAD 83(1986) POSITION- 27 09 13.32   (N) 080 10 16.63   (W)   HD_HELD1
 AF6965* NAVD 88 ORTHO HEIGHT -     0.901 (meters)        2.96  (feet) ADJUSTED
 AF6965  ______________________________________________________________________
 AF6965  GEOID HEIGHT    -        -27.699 (meters)                     GEOID18
 AF6965  DYNAMIC HEIGHT  -          0.899 (meters)        2.95  (feet) COMP
 AF6965  MODELED GRAVITY -    979,108.2   (mgal)                       NAVD 88
 AF6965
 AF6965  VERT ORDER      -  SECOND    CLASS I
 AF6965
 AF6965.The horizontal coordinates were determined by differentially corrected
 AF6965.hand held GPS observations or other comparable positioning techniques
 AF6965.and have an estimated accuracy of +/- 3 meters.
 AF6965
 AF6965.The orthometric height was determined by differential leveling and
 AF6965.adjusted by the NATIONAL GEODETIC SURVEY
 AF6965.in June 2011.
 AF6965
 AF6965.No vertical observational check was made to the station.
 AF6965
 AF6965.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6965.GEOID18 height accuracy estimate available here.
 AF6965
 AF6965.This Tidal Bench Mark is designated as VM 5457
 AF6965.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6965
 AF6965.Click photographs - Photos may exist for this station.
 AF6965
 AF6965.The dynamic height is computed by dividing the NAVD 88
 AF6965.geopotential number by the normal gravity value computed on the
 AF6965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6965.degrees latitude (g = 980.6199 gals.).
 AF6965
 AF6965.The modeled gravity was interpolated from observed gravity values.
 AF6965
 AF6965;                    North         East    Units  Estimated Accuracy
 AF6965;SPC FL E     -   312,704.8     282,138.6     MT  (+/- 3 meters HH1 GPS) 
 AF6965
 AF6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL8211003730(NAD 83)
 AF6965
 AF6965                          SUPERSEDED SURVEY CONTROL
 AF6965
 AF6965  NAVD 88 (06/15/91)    0.693  (m)            2.27   (f) SUPERSEDED  2 1
 AF6965  NGVD 29 (09/01/92)    1.137  (m)            3.73   (f) ADJUSTED    2 1
 AF6965
 AF6965.Superseded values are not recommended for survey control.
 AF6965
 AF6965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6965.See file dsdata.pdf to determine how the superseded data were derived.
 AF6965
 AF6965_MARKER: DB = BENCH MARK DISK
 AF6965_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6965_SP_SET: SEAWALL
 AF6965_STAMPING: NO 4 1973
 AF6965_MARK LOGO: CGS
 AF6965_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6965+STABILITY: SURFACE MOTION
 AF6965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6965+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2021
 AF6965
 AF6965  HISTORY     - Date     Condition        Report By
 AF6965  HISTORY     - 1973     MONUMENTED       NOS
 AF6965  HISTORY     - 1980     GOOD             FLDNR
 AF6965  HISTORY     - 1986     GOOD             FLDNR
 AF6965  HISTORY     - 1989     GOOD             USPSQD
 AF6965  HISTORY     - 1990     GOOD             USPSQD
 AF6965  HISTORY     - 1991     GOOD             USPSQD
 AF6965  HISTORY     - 20040228 GOOD             USPSQD
 AF6965  HISTORY     - 20051103 GOOD             FLDEP
 AF6965  HISTORY     - 20210830 GOOD             GEOCAC
 AF6965
 AF6965                          STATION DESCRIPTION
 AF6965
 AF6965'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6965'1.7 MI ENE FROM PORT SALERNO.
 AF6965'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED SOUTHERLY 0.45
 AF6965'MILE ALONG STATE HIGHWAY A1A TO THE JUNCTION OF ANCHOR AVENUE, PROCEED
 AF6965'NORTHERLY 0.2 MILE ALONG ANCHOR AVENUE TO THE JUNCTION OF HORSESHOE
 AF6965'POINT ROAD, PROCEED EASTERLY 1.55 MILES ALONG HORSESHOE POINT ROAD TO
 AF6965'ITS END AND THE MARK.  THE MARK BEARS 103 FEET EAST OF THE SOUTHWEST
 AF6965'CORNER OF THE SEAWALL AROUND HORSESHOE POINT, AND 54 FEET WEST OF THE
 AF6965'45-DEGREE CORNER AT THE SOUTHEAST END OF THE SEAWALL.
 AF6965
 AF6965                          STATION RECOVERY (1986)
 AF6965
 AF6965'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6965'RECOVERED IN GOOD CONDITION.
 AF6965
 AF6965                          STATION RECOVERY (1989)
 AF6965
 AF6965'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6965'RECOVERED IN GOOD CONDITION.
 AF6965
 AF6965                          STATION RECOVERY (1990)
 AF6965
 AF6965'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6965'RECOVERED IN GOOD CONDITION.
 AF6965
 AF6965                          STATION RECOVERY (1991)
 AF6965
 AF6965'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6965'RECOVERED IN GOOD CONDITION.
 AF6965
 AF6965                          STATION RECOVERY (2004)
 AF6965
 AF6965'RECOVERY NOTE BY US POWER SQUADRON 2004 (GCM)
 AF6965'RECOVERED IN GOOD CONDITION.
 AF6965
 AF6965                          STATION RECOVERY (2005)
 AF6965
 AF6965'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6965'RECOVERED AS DESCRIBED.
 AF6965
 AF6965                          STATION RECOVERY (2021)
 AF6965
 AF6965'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AF6965'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3745 ***********************************************************************
 DM3745  DESIGNATION -  872 2381 A
 DM3745  PID         -  DM3745
 DM3745  STATE/COUNTY-  FL/MARTIN
 DM3745  COUNTRY     -  US
 DM3745  USGS QUAD   -  SAINT LUCIE INLET (2018)
 DM3745
 DM3745                         *CURRENT SURVEY CONTROL
 DM3745  ______________________________________________________________________
 DM3745* NAD 83(1986) POSITION- 27 09 15.13   (N) 080 10 16.78   (W)   HD_HELD1
 DM3745* NAVD 88 ORTHO HEIGHT -     1.120 (meters)        3.67  (feet) ADJUSTED
 DM3745  ______________________________________________________________________
 DM3745  GEOID HEIGHT    -        -27.700 (meters)                     GEOID18
 DM3745  DYNAMIC HEIGHT  -          1.118 (meters)        3.67  (feet) COMP
 DM3745  MODELED GRAVITY -    979,108.1   (mgal)                       NAVD 88
 DM3745
 DM3745  VERT ORDER      -  SECOND    CLASS I
 DM3745
 DM3745.The horizontal coordinates were determined by differentially corrected
 DM3745.hand held GPS observations or other comparable positioning techniques
 DM3745.and have an estimated accuracy of +/- 3 meters.
 DM3745
 DM3745.The orthometric height was determined by differential leveling and
 DM3745.adjusted by the NATIONAL GEODETIC SURVEY
 DM3745.in June 2011.
 DM3745
 DM3745.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3745.GEOID18 height accuracy estimate available here.
 DM3745
 DM3745.Click photographs - Photos may exist for this station.
 DM3745
 DM3745.The dynamic height is computed by dividing the NAVD 88
 DM3745.geopotential number by the normal gravity value computed on the
 DM3745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3745.degrees latitude (g = 980.6199 gals.).
 DM3745
 DM3745.The modeled gravity was interpolated from observed gravity values.
 DM3745
 DM3745;                    North         East    Units  Estimated Accuracy
 DM3745;SPC FL E     -   312,760.5     282,134.1     MT  (+/- 3 meters HH1 GPS) 
 DM3745
 DM3745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL8210603785(NAD 83)
 DM3745
 DM3745                          SUPERSEDED SURVEY CONTROL
 DM3745
 DM3745.No superseded survey control is available for this station.
 DM3745
 DM3745_MARKER: DD = SURVEY DISK
 DM3745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3745_STAMPING: 2381 A 2005
 DM3745_MARK LOGO: FLDEP
 DM3745_PROJECTION: PROJECTING 3 CENTIMETERS
 DM3745_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3745+STABILITY: SURFACE MOTION
 DM3745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3745+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2005
 DM3745
 DM3745  HISTORY     - Date     Condition        Report By
 DM3745  HISTORY     - 20051104 MONUMENTED       FLDEP
 DM3745  HISTORY     - 20231201 MARK NOT FOUND   GEOCAC
 DM3745
 DM3745                          STATION DESCRIPTION
 DM3745
 DM3745'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JRH)
 DM3745'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) SOUTH-SOUTHEAST OF EDEN,
 DM3745'5.9 MI (9.5 KM) EAST OF PALM CITY AND 5.1 MI (8.2 KM) NORTH-NORTHWEST
 DM3745'OF GOMEZ HORSESHOE POINT INSIDE THE HANSON GRANT.
 DM3745'
 DM3745'TO REACH THE MARK FROM THE POST OFFICE IN PORT SALERNO, GO SOUTHEAST
 DM3745'ON STATE ROAD A1A (DIXIE HIGHWAY) FOR 0.45 MI (0.7 KM) TO THE JUNCTION
 DM3745'OF ANCHOR AVENUE ON THE LEFT.  TURN LEFT ON ANCHOR AVENUE AND GO
 DM3745'NORTHWEST FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF HORSESHOE POINT ROAD
 DM3745'ON THE RIGHT.  TURN RIGHT ON HORSESHOE POINT ROAD AND GO NORTHEAST FOR
 DM3745'1.55 MI (2.5 KM) TO THE MARK ON THE LEFT, A FLDEP SURVEY DISK SET
 DM3745'FLUSH IN THE TOP OF A CONCRETE MONUMENT ON THE NORTH EDGE OF PAVEMENT
 DM3745'AND LEVEL WITH HORSESHOE POINT ROAD.
 DM3745'
 DM3745'THE MARK IS LOCATED 26.6 FT (8.1 M) EAST OF THE MARK DESIGNATED SNAKE
 DM3745'RESET, 20.0 FT (6.1 M) SOUTH OF THE WATERS EDGE OF GREAT POCKET, 11.0
 DM3745'FT (3.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF HORSESHOE POINT
 DM3745'ROAD, 9.8 FT (3.0 M) SOUTH OF A CINDERBLOCK SEAWALL AND 9.2 FT (2.8 M)
 DM3745'SOUTH OF A CARSONITE WITNESS POST.
 DM3745
 DM3745                          STATION RECOVERY (2023)
 DM3745
 DM3745'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DM3745'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6964 ***********************************************************************
 AF6964  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6964  DESIGNATION -  872 2381 TIDAL 2
 AF6964  PID         -  AF6964
 AF6964  STATE/COUNTY-  FL/MARTIN
 AF6964  COUNTRY     -  US
 AF6964  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF6964
 AF6964                         *CURRENT SURVEY CONTROL
 AF6964  ______________________________________________________________________
 AF6964* NAD 83(1986) POSITION- 27 09 16.     (N) 080 10 17.     (W)   SCALED
 AF6964* NAVD 88 ORTHO HEIGHT -     0.696 (meters)        2.28  (feet) ADJUSTED
 AF6964  ______________________________________________________________________
 AF6964  GEOID HEIGHT    -        -27.700 (meters)                     GEOID18
 AF6964  DYNAMIC HEIGHT  -          0.695 (meters)        2.28  (feet) COMP
 AF6964  MODELED GRAVITY -    979,108.2   (mgal)                       NAVD 88
 AF6964
 AF6964  VERT ORDER      -  SECOND    CLASS I
 AF6964
 AF6964.The horizontal coordinates were scaled from a map and have
 AF6964.an estimated accuracy of +/- 6 seconds.
 AF6964
 AF6964.The orthometric height was determined by differential leveling and
 AF6964.adjusted by the NATIONAL GEODETIC SURVEY
 AF6964.in June 1991.
 AF6964
 AF6964.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6964.GEOID18 height accuracy estimate available here.
 AF6964
 AF6964.This Tidal Bench Mark is designated as VM 5455
 AF6964.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6964
 AF6964.Click photographs - Photos may exist for this station.
 AF6964
 AF6964.The dynamic height is computed by dividing the NAVD 88
 AF6964.geopotential number by the normal gravity value computed on the
 AF6964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6964.degrees latitude (g = 980.6199 gals.).
 AF6964
 AF6964.The modeled gravity was interpolated from observed gravity values.
 AF6964
 AF6964;                    North         East    Units  Estimated Accuracy
 AF6964;SPC FL E     -   312,790.      282,130.      MT  (+/- 180 meters Scaled)
 AF6964
 AF6964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL820038(NAD 83)
 AF6964
 AF6964                          SUPERSEDED SURVEY CONTROL
 AF6964
 AF6964  NGVD 29 (09/01/92)    1.140  (m)            3.74   (f) ADJUSTED    2 1
 AF6964
 AF6964.Superseded values are not recommended for survey control.
 AF6964
 AF6964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6964.See file dsdata.pdf to determine how the superseded data were derived.
 AF6964
 AF6964_MARKER: DB = BENCH MARK DISK
 AF6964_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6964_SP_SET: SEAWALL
 AF6964_STAMPING: NO 2 1972
 AF6964_MARK LOGO: CGS
 AF6964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6964+STABILITY: SURFACE MOTION
 AF6964
 AF6964  HISTORY     - Date     Condition        Report By
 AF6964  HISTORY     - 1972     MONUMENTED       NOS
 AF6964  HISTORY     - 1980     GOOD             FLDNR
 AF6964  HISTORY     - 1986     GOOD             FLDNR
 AF6964  HISTORY     - 1989     GOOD             USPSQD
 AF6964  HISTORY     - 1990     GOOD             USPSQD
 AF6964  HISTORY     - 1991     GOOD             USPSQD
 AF6964  HISTORY     - 20030924 MARK NOT FOUND   FLDT
 AF6964  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AF6964  HISTORY     - 20231201 MARK NOT FOUND   GEOCAC
 AF6964
 AF6964                          STATION DESCRIPTION
 AF6964
 AF6964'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6964'1.7 MI ENE FROM PORT SALERNO.
 AF6964'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED SOUTHERLY 0.45
 AF6964'MILE ALONG STATE HIGHWAY A1A TO THE JUNCTION OF ANCHOR AVENUE, PROCEED
 AF6964'NORTHERLY 0.2 MILE ALONG ANCHOR AVENUE TO THE JUNCTION OF HORSESHOE
 AF6964'POINT ROAD, PROCEED EASTERLY 1.55 MILES ALONG HORSESHOE POINT ROAD TO
 AF6964'ITS END AND THE MARK.  THE MARK BEARS 110 FEET WEST OF THE 45-DEGREE
 AF6964'CORNER AT THE SOUTHEAST END OF THE SEAWALL, AND 54 FEET EAST OF THE
 AF6964'SOUTHWEST CORNER OF THE SEAWALL.
 AF6964
 AF6964                          STATION RECOVERY (1986)
 AF6964
 AF6964'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6964'RECOVERED IN GOOD CONDITION.
 AF6964
 AF6964                          STATION RECOVERY (1989)
 AF6964
 AF6964'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6964'RECOVERED IN GOOD CONDITION.
 AF6964
 AF6964                          STATION RECOVERY (1990)
 AF6964
 AF6964'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6964'RECOVERED IN GOOD CONDITION.
 AF6964
 AF6964                          STATION RECOVERY (1991)
 AF6964
 AF6964'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6964'RECOVERED IN GOOD CONDITION.
 AF6964
 AF6964                          STATION RECOVERY (2003)
 AF6964
 AF6964'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2003 (RP)
 AF6964'STATION MARK NOT RECOVERED.
 AF6964
 AF6964                          STATION RECOVERY (2004)
 AF6964
 AF6964'RECOVERY NOTE BY US POWER SQUADRON 2004 (GCM)
 AF6964'LOCATION OF A NEW PIPE THROUGH SEAWALL MAY HAVE REMOVED THE MARKER.
 AF6964
 AF6964                          STATION RECOVERY (2023)
 AF6964
 AF6964'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF6964'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6963 ***********************************************************************
 AF6963  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6963  DESIGNATION -  872 2381 TIDAL 3
 AF6963  PID         -  AF6963
 AF6963  STATE/COUNTY-  FL/MARTIN
 AF6963  COUNTRY     -  US
 AF6963  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF6963
 AF6963                         *CURRENT SURVEY CONTROL
 AF6963  ______________________________________________________________________
 AF6963* NAD 83(1986) POSITION- 27 09 13.68   (N) 080 10 18.20   (W)   HD_HELD1
 AF6963* NAVD 88 ORTHO HEIGHT -     0.689 (meters)        2.26  (feet) ADJUSTED
 AF6963  ______________________________________________________________________
 AF6963  GEOID HEIGHT    -        -27.698 (meters)                     GEOID18
 AF6963  DYNAMIC HEIGHT  -          0.688 (meters)        2.26  (feet) COMP
 AF6963  MODELED GRAVITY -    979,108.2   (mgal)                       NAVD 88
 AF6963
 AF6963  VERT ORDER      -  SECOND    CLASS I
 AF6963
 AF6963.The horizontal coordinates were determined by differentially corrected
 AF6963.hand held GPS observations or other comparable positioning techniques
 AF6963.and have an estimated accuracy of +/- 3 meters.
 AF6963
 AF6963.The orthometric height was determined by differential leveling and
 AF6963.adjusted by the NATIONAL GEODETIC SURVEY
 AF6963.in June 2011.
 AF6963
 AF6963.No vertical observational check was made to the station.
 AF6963
 AF6963.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6963.GEOID18 height accuracy estimate available here.
 AF6963
 AF6963.This Tidal Bench Mark is designated as VM 5456
 AF6963.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6963
 AF6963.Click photographs - Photos may exist for this station.
 AF6963
 AF6963.The dynamic height is computed by dividing the NAVD 88
 AF6963.geopotential number by the normal gravity value computed on the
 AF6963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6963.degrees latitude (g = 980.6199 gals.).
 AF6963
 AF6963.The modeled gravity was interpolated from observed gravity values.
 AF6963
 AF6963;                    North         East    Units  Estimated Accuracy
 AF6963;SPC FL E     -   312,715.6     282,095.3     MT  (+/- 3 meters HH1 GPS) 
 AF6963
 AF6963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL8206703740(NAD 83)
 AF6963
 AF6963                          SUPERSEDED SURVEY CONTROL
 AF6963
 AF6963  NAVD 88 (06/15/91)    0.692  (m)            2.27   (f) SUPERSEDED  2 1
 AF6963  NGVD 29 (09/01/92)    1.135  (m)            3.72   (f) ADJUSTED    2 1
 AF6963
 AF6963.Superseded values are not recommended for survey control.
 AF6963
 AF6963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6963.See file dsdata.pdf to determine how the superseded data were derived.
 AF6963
 AF6963_MARKER: DB = BENCH MARK DISK
 AF6963_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6963_SP_SET: SEAWALL
 AF6963_STAMPING: NO 3 1972
 AF6963_MARK LOGO: CGS
 AF6963_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6963+STABILITY: SURFACE MOTION
 AF6963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6963+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2005
 AF6963
 AF6963  HISTORY     - Date     Condition        Report By
 AF6963  HISTORY     - 1972     MONUMENTED       NOS
 AF6963  HISTORY     - 1980     GOOD             FLDNR
 AF6963  HISTORY     - 1986     GOOD             FLDNR
 AF6963  HISTORY     - 1989     GOOD             USPSQD
 AF6963  HISTORY     - 1990     GOOD             USPSQD
 AF6963  HISTORY     - 1991     GOOD             USPSQD
 AF6963  HISTORY     - 20040228 GOOD             USPSQD
 AF6963  HISTORY     - 20051102 GOOD             FLDEP
 AF6963  HISTORY     - 20231201 MARK NOT FOUND   GEOCAC
 AF6963
 AF6963                          STATION DESCRIPTION
 AF6963
 AF6963'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6963'1.7 MI ENE FROM PORT SALERNO.
 AF6963'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED SOUTHERLY 0.45
 AF6963'MILE ALONG STATE HIGHWAY A1A TO THE JUNCTION OF ANCHOR AVENUE, PROCEED
 AF6963'NORTHERLY 0.2 MILE ALONG ANCHOR AVENUE TO THE JUNCTION OF HORSESHOE
 AF6963'POINT ROAD, PROCEED EASTERLY 1.55 MILES ALONG HORSESHOE POINT ROAD TO
 AF6963'ITS END AND THE MARK.  THE MARK BEARS 24 FEET NORTH OF THE SOUTHWEST
 AF6963'CORNER OF THE SEAWALL, 1.7 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 AF6963'SEAWALL, AND 57 FEET WEST-NORTHWEST OF BENCH MARK NO 2 1972.
 AF6963
 AF6963                          STATION RECOVERY (1986)
 AF6963
 AF6963'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6963'RECOVERED IN GOOD CONDITION.
 AF6963
 AF6963                          STATION RECOVERY (1989)
 AF6963
 AF6963'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6963'RECOVERED IN GOOD CONDITION.
 AF6963
 AF6963                          STATION RECOVERY (1990)
 AF6963
 AF6963'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6963'RECOVERED IN GOOD CONDITION.
 AF6963
 AF6963                          STATION RECOVERY (1991)
 AF6963
 AF6963'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6963'RECOVERED IN GOOD CONDITION.
 AF6963
 AF6963                          STATION RECOVERY (2004)
 AF6963
 AF6963'RECOVERY NOTE BY US POWER SQUADRON 2004 (GCM)
 AF6963'RECOVERED IN GOOD CONDITION.
 AF6963
 AF6963                          STATION RECOVERY (2005)
 AF6963
 AF6963'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6963'RECOVERED AS DESCRIBED.
 AF6963
 AF6963                          STATION RECOVERY (2023)
 AF6963
 AF6963'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF6963'A WOODEN DECK HAS BEEN INSTALLED OVER THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6957 ***********************************************************************
 AF6957  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6957  DESIGNATION -  872 2383 1
 AF6957  PID         -  AF6957
 AF6957  STATE/COUNTY-  FL/MARTIN
 AF6957  COUNTRY     -  US
 AF6957  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF6957
 AF6957                         *CURRENT SURVEY CONTROL
 AF6957  ______________________________________________________________________
 AF6957* NAD 83(1986) POSITION- 27 08 59.7    (N) 080 11 42.7    (W)   HD_HELD2
 AF6957* NAVD 88 ORTHO HEIGHT -     0.700 (meters)        2.30  (feet) ADJUSTED
 AF6957  ______________________________________________________________________
 AF6957  GEOID HEIGHT    -        -27.611 (meters)                     GEOID18
 AF6957  DYNAMIC HEIGHT  -          0.699 (meters)        2.29  (feet) COMP
 AF6957  MODELED GRAVITY -    979,108.8   (mgal)                       NAVD 88
 AF6957
 AF6957  VERT ORDER      -  SECOND    CLASS I
 AF6957
 AF6957.The horizontal coordinates were established by autonomous hand held GPS
 AF6957.observations and have an estimated accuracy of +/- 10 meters.
 AF6957
 AF6957.The orthometric height was determined by differential leveling and
 AF6957.adjusted by the NATIONAL GEODETIC SURVEY
 AF6957.in June 2011.
 AF6957
 AF6957.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6957.GEOID18 height accuracy estimate available here.
 AF6957
 AF6957.This Tidal Bench Mark is designated as VM 5459
 AF6957.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6957
 AF6957.Click photographs - Photos may exist for this station.
 AF6957
 AF6957.The dynamic height is computed by dividing the NAVD 88
 AF6957.geopotential number by the normal gravity value computed on the
 AF6957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6957.degrees latitude (g = 980.6199 gals.).
 AF6957
 AF6957.The modeled gravity was interpolated from observed gravity values.
 AF6957
 AF6957;                    North         East    Units  Estimated Accuracy
 AF6957;SPC FL E     -   312,270.      279,772.      MT  (+/- 10 meters HH2 GPS)
 AF6957
 AF6957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7974403295(NAD 83)
 AF6957
 AF6957                          SUPERSEDED SURVEY CONTROL
 AF6957
 AF6957  NAVD 88 (06/15/91)    0.722  (m)            2.37   (f) SUPERSEDED  2 1
 AF6957  NGVD 29 (09/01/92)    1.164  (m)            3.82   (f) ADJUSTED    2 1
 AF6957
 AF6957.Superseded values are not recommended for survey control.
 AF6957
 AF6957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6957.See file dsdata.pdf to determine how the superseded data were derived.
 AF6957
 AF6957_MARKER: DB = BENCH MARK DISK
 AF6957_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6957_SP_SET: SEAWALL
 AF6957_STAMPING: NO 1 1972
 AF6957_MARK LOGO: CGS
 AF6957_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6957+STABILITY: SURFACE MOTION
 AF6957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6957+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2021
 AF6957
 AF6957  HISTORY     - Date     Condition        Report By
 AF6957  HISTORY     - 1972     MONUMENTED       NOS
 AF6957  HISTORY     - 1980     GOOD             FLDNR
 AF6957  HISTORY     - 1986     GOOD             FLDNR
 AF6957  HISTORY     - 1989     GOOD             USPSQD
 AF6957  HISTORY     - 1990     GOOD             USPSQD
 AF6957  HISTORY     - 1991     GOOD             USPSQD
 AF6957  HISTORY     - 20040228 GOOD             USPSQD
 AF6957  HISTORY     - 20051103 GOOD             FLDEP
 AF6957  HISTORY     - 20210830 GOOD             GEOCAC
 AF6957
 AF6957                          STATION DESCRIPTION
 AF6957
 AF6957'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6957'IN PORT SALERNO.
 AF6957'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED NORTHERLY 0.05
 AF6957'MILE ALONG STATE HIGHWAY A1A TO THE INTERSECTION OF STEWARD STREET,
 AF6957'PROCEED EASTERLY 0.25 MILE ALONG STEWARD STREET TO THE PIRATE COVE
 AF6957'MARINA AND THE MARK.  THE MARK BEARS 69.7 FEET EAST OF THE NORTHEAST
 AF6957'CORNER OF A SWIMMING POOL PUMP HOUSE,  18 FEET EAST OF THE APPROXIMATE
 AF6957'CENTERLINE OF THE DIRT ROAD AT THE MARINA, 3.5 FEET NORTH OF THE NORTH
 AF6957'EDGE OF A 4-FOOT WIDE WALKWAY TO THE FUELING PIER, AND IS AT BOAT
 AF6957'SPACE 23.
 AF6957
 AF6957                          STATION RECOVERY (1986)
 AF6957
 AF6957'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6957'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT FOR A NEW TO
 AF6957'REACH DESCRIPTION.  BEGIN AT THE POST OFFICE IN PORT SALERNO, GO 0.1
 AF6957'MILE NORTH ALONG STATE HIGHWAY A1A TO THE JUNCTION OF BAYVIEW STREET,
 AF6957'GO 0.25 MILE EAST ALONG BAYVIEW STREET TO THE PIRATE COVE MARINA AND
 AF6957'THE MARK.  THE FUELING PIER AND WALKWAY HAVE BEEN MOVED AND THE MARK
 AF6957'IS 50 FEET EAST OF THE NORTHEAST CORNER OF THE DOCKMASTERS BUILDING
 AF6957'AND 128 FEET SOUTH OF BENCH MARK NO 2 1972.
 AF6957
 AF6957                          STATION RECOVERY (1989)
 AF6957
 AF6957'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6957'RECOVERED IN GOOD CONDITION.
 AF6957
 AF6957                          STATION RECOVERY (1990)
 AF6957
 AF6957'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6957'RECOVERED IN GOOD CONDITION.
 AF6957
 AF6957                          STATION RECOVERY (1991)
 AF6957
 AF6957'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6957'RECOVERED IN GOOD CONDITION.
 AF6957
 AF6957                          STATION RECOVERY (2004)
 AF6957
 AF6957'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJS)
 AF6957'RECOVERED IN GOOD CONDITION.
 AF6957
 AF6957                          STATION RECOVERY (2005)
 AF6957
 AF6957'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6957'RECOVERED AS DESCRIBED.
 AF6957
 AF6957                          STATION RECOVERY (2021)
 AF6957
 AF6957'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AF6957'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6956 ***********************************************************************
 AF6956  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6956  DESIGNATION -  872 2383 4
 AF6956  PID         -  AF6956
 AF6956  STATE/COUNTY-  FL/MARTIN
 AF6956  COUNTRY     -  US
 AF6956  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF6956
 AF6956                         *CURRENT SURVEY CONTROL
 AF6956  ______________________________________________________________________
 AF6956* NAD 83(1986) POSITION- 27 08 58.97   (N) 080 11 42.39   (W)   HD_HELD1
 AF6956* NAVD 88 ORTHO HEIGHT -     0.713 (meters)        2.34  (feet) ADJUSTED
 AF6956  ______________________________________________________________________
 AF6956  GEOID HEIGHT    -        -27.611 (meters)                     GEOID18
 AF6956  DYNAMIC HEIGHT  -          0.712 (meters)        2.34  (feet) COMP
 AF6956  MODELED GRAVITY -    979,108.8   (mgal)                       NAVD 88
 AF6956
 AF6956  VERT ORDER      -  SECOND    CLASS I
 AF6956
 AF6956.The horizontal coordinates were determined by differentially corrected
 AF6956.hand held GPS observations or other comparable positioning techniques
 AF6956.and have an estimated accuracy of +/- 3 meters.
 AF6956
 AF6956.The orthometric height was determined by differential leveling and
 AF6956.adjusted by the NATIONAL GEODETIC SURVEY
 AF6956.in June 2011.
 AF6956
 AF6956.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6956.GEOID18 height accuracy estimate available here.
 AF6956
 AF6956.This Tidal Bench Mark is designated as VM 5462
 AF6956.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6956
 AF6956.Click photographs - Photos may exist for this station.
 AF6956
 AF6956.The dynamic height is computed by dividing the NAVD 88
 AF6956.geopotential number by the normal gravity value computed on the
 AF6956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6956.degrees latitude (g = 980.6199 gals.).
 AF6956
 AF6956.The modeled gravity was interpolated from observed gravity values.
 AF6956
 AF6956;                    North         East    Units  Estimated Accuracy
 AF6956;SPC FL E     -   312,247.8     279,780.2     MT  (+/- 3 meters HH1 GPS) 
 AF6956
 AF6956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7975203273(NAD 83)
 AF6956
 AF6956                          SUPERSEDED SURVEY CONTROL
 AF6956
 AF6956  NAVD 88 (06/15/91)    0.736  (m)            2.41   (f) SUPERSEDED  2 1
 AF6956  NGVD 29 (09/01/92)    1.178  (m)            3.86   (f) ADJUSTED    2 1
 AF6956
 AF6956.Superseded values are not recommended for survey control.
 AF6956
 AF6956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6956.See file dsdata.pdf to determine how the superseded data were derived.
 AF6956
 AF6956_MARKER: DB = BENCH MARK DISK
 AF6956_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6956_SP_SET: SEAWALL
 AF6956_STAMPING: NO 4 1972
 AF6956_MARK LOGO: CGS
 AF6956_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6956+STABILITY: SURFACE MOTION
 AF6956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6956+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2021
 AF6956
 AF6956  HISTORY     - Date     Condition        Report By
 AF6956  HISTORY     - 1972     MONUMENTED       NOS
 AF6956  HISTORY     - 1980     GOOD             FLDNR
 AF6956  HISTORY     - 1986     GOOD             FLDNR
 AF6956  HISTORY     - 1989     GOOD             USPSQD
 AF6956  HISTORY     - 1990     GOOD             USPSQD
 AF6956  HISTORY     - 1991     GOOD             USPSQD
 AF6956  HISTORY     - 20040228 GOOD             USPSQD
 AF6956  HISTORY     - 20051103 GOOD             FLDEP
 AF6956  HISTORY     - 20210830 GOOD             GEOCAC
 AF6956
 AF6956                          STATION DESCRIPTION
 AF6956
 AF6956'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6956'IN PORT SALERNO.
 AF6956'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED NORTHERLY 0.05
 AF6956'MILE ALONG STATE HIGHWAY A1A TO THE INTERSECTION OF STEWARD STREET,
 AF6956'PROCEED EASTERLY 0.25 MILE ALONG STEWARD STREET TO THE PIRATE COVE
 AF6956'MARINA AND THE MARK.  THE MARK BEARS 74.7 FEET SOUTH OF THE SOUTH EDGE
 AF6956'OF A 4-FOOT WIDE WALKWAY TO THE FUELING PIER AND 17 FEET EAST OF THE
 AF6956'APPROXIMATE CENTERLINE OF A DIRT ROAD.
 AF6956
 AF6956                          STATION RECOVERY (1986)
 AF6956
 AF6956'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6956'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT FOR A NEW TO
 AF6956'REACH DESCRIPTION.  BEGIN AT THE POST OFFICE IN PORT SALERNO, GO 0.1
 AF6956'MILE NORTH ALONG STATE HIGHWAY A1A TO THE JUNCTION OF BAYVIEW STREET,
 AF6956'GO 0.25 MILE EAST ALONG BAYVIEW STREET TO THE PIRATE COVE MARINA AND
 AF6956'THE MARK.  THE MARK IS ALSO 15 FEET SOUTH OF AN 8-FOOT WIDE ALUMINUM
 AF6956'WALKWAY TO A T-DOCK AND 86 FEET SOUTH OF TIDAL BENCH MARK NO 1 1972.
 AF6956
 AF6956                          STATION RECOVERY (1989)
 AF6956
 AF6956'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6956'RECOVERED IN GOOD CONDITION.
 AF6956
 AF6956                          STATION RECOVERY (1990)
 AF6956
 AF6956'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6956'RECOVERED IN GOOD CONDITION.
 AF6956
 AF6956                          STATION RECOVERY (1991)
 AF6956
 AF6956'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6956'RECOVERED IN GOOD CONDITION.
 AF6956
 AF6956                          STATION RECOVERY (2004)
 AF6956
 AF6956'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJS)
 AF6956'RECOVERED IN GOOD CONDITION.
 AF6956
 AF6956                          STATION RECOVERY (2005)
 AF6956
 AF6956'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6956'RECOVERED AS DESCRIBED.
 AF6956
 AF6956                          STATION RECOVERY (2021)
 AF6956
 AF6956'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AF6956'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6955 ***********************************************************************
 AF6955  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6955  DESIGNATION -  872 2383 5
 AF6955  PID         -  AF6955
 AF6955  STATE/COUNTY-  FL/MARTIN
 AF6955  COUNTRY     -  US
 AF6955  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF6955
 AF6955                         *CURRENT SURVEY CONTROL
 AF6955  ______________________________________________________________________
 AF6955* NAD 83(1986) POSITION- 27 08 58.11   (N) 080 11 42.22   (W)   HD_HELD1
 AF6955* NAVD 88 ORTHO HEIGHT -     0.756 (meters)        2.48  (feet) ADJUSTED
 AF6955  ______________________________________________________________________
 AF6955  GEOID HEIGHT    -        -27.611 (meters)                     GEOID18
 AF6955  DYNAMIC HEIGHT  -          0.755 (meters)        2.48  (feet) COMP
 AF6955  MODELED GRAVITY -    979,108.8   (mgal)                       NAVD 88
 AF6955
 AF6955  VERT ORDER      -  SECOND    CLASS I
 AF6955
 AF6955.The horizontal coordinates were determined by differentially corrected
 AF6955.hand held GPS observations or other comparable positioning techniques
 AF6955.and have an estimated accuracy of +/- 3 meters.
 AF6955
 AF6955.The orthometric height was determined by differential leveling and
 AF6955.adjusted by the NATIONAL GEODETIC SURVEY
 AF6955.in June 1991.
 AF6955
 AF6955.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6955.GEOID18 height accuracy estimate available here.
 AF6955
 AF6955.This Tidal Bench Mark is designated as VM 5463
 AF6955.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6955
 AF6955.Click photographs - Photos may exist for this station.
 AF6955
 AF6955.The dynamic height is computed by dividing the NAVD 88
 AF6955.geopotential number by the normal gravity value computed on the
 AF6955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6955.degrees latitude (g = 980.6199 gals.).
 AF6955
 AF6955.The modeled gravity was interpolated from observed gravity values.
 AF6955
 AF6955;                    North         East    Units  Estimated Accuracy
 AF6955;SPC FL E     -   312,221.4     279,785.1     MT  (+/- 3 meters HH1 GPS) 
 AF6955
 AF6955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7975703246(NAD 83)
 AF6955
 AF6955                          SUPERSEDED SURVEY CONTROL
 AF6955
 AF6955  NGVD 29 (09/01/92)    1.199  (m)            3.93   (f) ADJUSTED    2 1
 AF6955
 AF6955.Superseded values are not recommended for survey control.
 AF6955
 AF6955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6955.See file dsdata.pdf to determine how the superseded data were derived.
 AF6955
 AF6955_MARKER: DB = BENCH MARK DISK
 AF6955_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6955_SP_SET: SEAWALL
 AF6955_STAMPING: NO 5 1972
 AF6955_MARK LOGO: CGS
 AF6955_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6955+STABILITY: SURFACE MOTION
 AF6955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6955+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2021
 AF6955
 AF6955  HISTORY     - Date     Condition        Report By
 AF6955  HISTORY     - 1972     MONUMENTED       NOS
 AF6955  HISTORY     - 1980     GOOD             FLDNR
 AF6955  HISTORY     - 1986     GOOD             FLDNR
 AF6955  HISTORY     - 1989     GOOD             USPSQD
 AF6955  HISTORY     - 1990     GOOD             USPSQD
 AF6955  HISTORY     - 1991     GOOD             USPSQD
 AF6955  HISTORY     - 20040228 GOOD             USPSQD
 AF6955  HISTORY     - 20051103 GOOD             FLDEP
 AF6955  HISTORY     - 20210830 GOOD             GEOCAC
 AF6955
 AF6955                          STATION DESCRIPTION
 AF6955
 AF6955'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6955'IN PORT SALERNO.
 AF6955'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED NORTHERLY 0.05
 AF6955'MILE ALONG STATE HIGHWAY A1A TO THE INTERSECTION OF STEWARD STREET,
 AF6955'PROCEED EASTERLY 0.25 MILE ALONG STEWARD STREET TO THE PIRATE COVE
 AF6955'MARINA AND THE MARK.  THE MARK BEARS 54.9 FEET NORTHEAST OF THE
 AF6955'SOUTHWEST END OF THE SEAWALL AND 17 FEET EAST OF THE APPROXIMATE
 AF6955'CENTERLINE OF A DIRT ROAD.
 AF6955
 AF6955                          STATION RECOVERY (1986)
 AF6955
 AF6955'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6955'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT FOR A NEW TO
 AF6955'REACH DESCRIPTION.  BEGIN AT THE POST OFFICE IN PORT SALERNO, GO 0.1
 AF6955'MILE NORTH ALONG STATE HIGHWAY A1A TO THE JUNCTION OF BAYVIEW STREET,
 AF6955'GO 0.25 MILE EAST ALONG BAYVIEW STREET TO THE PIRATE COVE MARINA AND
 AF6955'THE MARK.  THE MARK IS ALSO 77 FEET SOUTH OF BENCH MARK NO 4 1972.
 AF6955
 AF6955                          STATION RECOVERY (1989)
 AF6955
 AF6955'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6955'RECOVERED IN GOOD CONDITION.
 AF6955
 AF6955                          STATION RECOVERY (1990)
 AF6955
 AF6955'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6955'RECOVERED IN GOOD CONDITION.
 AF6955
 AF6955                          STATION RECOVERY (1991)
 AF6955
 AF6955'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6955'RECOVERED IN GOOD CONDITION.
 AF6955
 AF6955                          STATION RECOVERY (2004)
 AF6955
 AF6955'RECOVERY NOTE BY US POWER SQUADRON 2004 (JJS)
 AF6955'RECOVERED IN GOOD CONDITION.
 AF6955
 AF6955                          STATION RECOVERY (2005)
 AF6955
 AF6955'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6955'RECOVERED AS DESCRIBED.
 AF6955
 AF6955                          STATION RECOVERY (2021)
 AF6955
 AF6955'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 AF6955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3746 ***********************************************************************
 DM3746  DESIGNATION -  872 2383 A
 DM3746  PID         -  DM3746
 DM3746  STATE/COUNTY-  FL/MARTIN
 DM3746  COUNTRY     -  US
 DM3746  USGS QUAD   -  SAINT LUCIE INLET (2018)
 DM3746
 DM3746                         *CURRENT SURVEY CONTROL
 DM3746  ______________________________________________________________________
 DM3746* NAD 83(1986) POSITION- 27 08 59.87   (N) 080 11 46.61   (W)   HD_HELD1
 DM3746* NAVD 88 ORTHO HEIGHT -     3.276 (meters)       10.75  (feet) ADJUSTED
 DM3746  ______________________________________________________________________
 DM3746  GEOID HEIGHT    -        -27.607 (meters)                     GEOID18
 DM3746  DYNAMIC HEIGHT  -          3.271 (meters)       10.73  (feet) COMP
 DM3746  MODELED GRAVITY -    979,108.5   (mgal)                       NAVD 88
 DM3746
 DM3746  VERT ORDER      -  SECOND    CLASS I
 DM3746
 DM3746.The horizontal coordinates were determined by differentially corrected
 DM3746.hand held GPS observations or other comparable positioning techniques
 DM3746.and have an estimated accuracy of +/- 3 meters.
 DM3746
 DM3746.The orthometric height was determined by differential leveling and
 DM3746.adjusted by the NATIONAL GEODETIC SURVEY
 DM3746.in June 2011.
 DM3746
 DM3746.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3746.GEOID18 height accuracy estimate available here.
 DM3746
 DM3746.Click photographs - Photos may exist for this station.
 DM3746
 DM3746.The dynamic height is computed by dividing the NAVD 88
 DM3746.geopotential number by the normal gravity value computed on the
 DM3746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3746.degrees latitude (g = 980.6199 gals.).
 DM3746
 DM3746.The modeled gravity was interpolated from observed gravity values.
 DM3746
 DM3746;                    North         East    Units  Estimated Accuracy
 DM3746;SPC FL E     -   312,274.8     279,663.8     MT  (+/- 3 meters HH1 GPS) 
 DM3746
 DM3746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL7963603300(NAD 83)
 DM3746
 DM3746                          SUPERSEDED SURVEY CONTROL
 DM3746
 DM3746.No superseded survey control is available for this station.
 DM3746
 DM3746_MARKER: DD = SURVEY DISK
 DM3746_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM3746_SP_SET: BOX DRAIN
 DM3746_STAMPING: 2383 A 2005
 DM3746_MARK LOGO: FLDEP
 DM3746_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3746+STABILITY: SURFACE MOTION
 DM3746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3746+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2021
 DM3746
 DM3746  HISTORY     - Date     Condition        Report By
 DM3746  HISTORY     - 20051118 MONUMENTED       FLDEP
 DM3746  HISTORY     - 20210830 GOOD             GEOCAC
 DM3746
 DM3746                          STATION DESCRIPTION
 DM3746
 DM3746'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JRH)
 DM3746'THE MARK IS IN PORT SALERNO, IN THE HANSON GRANT.
 DM3746'
 DM3746'TO REACH THE MARK FROM THE POST OFFICE IN PORT SALERNO, GO NORTHWEST
 DM3746'ON COUNTY ROAD A1A (DIXIE HIGHWAY) FOR 0.2 MI (0.3 KM) TO THE JUNCTION
 DM3746'OF SOUTHEAST WESTFIELD STREET ON THE RIGHT.  TURN RIGHT ON WESTFIELD
 DM3746'STREET AND GO NORTHEAST FOR 0.25 MI (0.4 KM) TO THE T-JUNCTION OF
 DM3746'SOUTHEAST MULFORD LANE AND THE MARK ON THE RIGHT, A FLDEP SURVEY DISK
 DM3746'SET FLUSH IN THE TOP OF A CONCRETE BOX DRAIN AND 1.0 FT (0.3 M) BELOW
 DM3746'THE LEVEL OF SOUTHEAST MULFORD LANE.
 DM3746'
 DM3746'THE MARK IS LOCATED 49.6 FT (15.1 M) NORTH-NORTHWEST OF THE
 DM3746'APPROXIMATE CENTERLINE OF THE NORTHERNMOST ENTRANCE DRIVE OF THE
 DM3746'PIRATES COVE MARINA, 34.6 FT (10.5 M) NORTHEAST OF THE APPROXIMATE
 DM3746'CENTERLINE OF SOUTHEAST MULFORD LANE, 12.7 FT (3.9 M) NORTH-NORTHWEST
 DM3746'OF THE EXTENDED CENTERLINE OF SOUTHEAST WESTFIELD STREET AND 0.6 FT
 DM3746'(0.2 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DM3746
 DM3746                          STATION RECOVERY (2021)
 DM3746
 DM3746'RECOVERY NOTE BY GEOCACHING 2021 (RLM)
 DM3746'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6958 ***********************************************************************
 AF6958  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6958  DESIGNATION -  872 2383 TIDAL 2
 AF6958  PID         -  AF6958
 AF6958  STATE/COUNTY-  FL/MARTIN
 AF6958  COUNTRY     -  US
 AF6958  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF6958
 AF6958                         *CURRENT SURVEY CONTROL
 AF6958  ______________________________________________________________________
 AF6958* NAD 83(1986) POSITION- 27 09 07.     (N) 080 11 41.     (W)   SCALED
 AF6958* NAVD 88 ORTHO HEIGHT -     0.737 (meters)        2.42  (feet) ADJUSTED
 AF6958  ______________________________________________________________________
 AF6958  GEOID HEIGHT    -        -27.616 (meters)                     GEOID18
 AF6958  DYNAMIC HEIGHT  -          0.736 (meters)        2.41  (feet) COMP
 AF6958  MODELED GRAVITY -    979,108.8   (mgal)                       NAVD 88
 AF6958
 AF6958  VERT ORDER      -  SECOND    CLASS I
 AF6958
 AF6958.The horizontal coordinates were scaled from a map and have
 AF6958.an estimated accuracy of +/- 6 seconds.
 AF6958
 AF6958.The orthometric height was determined by differential leveling and
 AF6958.adjusted by the NATIONAL GEODETIC SURVEY
 AF6958.in June 1991.
 AF6958
 AF6958.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6958.GEOID18 height accuracy estimate available here.
 AF6958
 AF6958.This Tidal Bench Mark is designated as VM 5460
 AF6958.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6958
 AF6958.Click photographs - Photos may exist for this station.
 AF6958
 AF6958.The dynamic height is computed by dividing the NAVD 88
 AF6958.geopotential number by the normal gravity value computed on the
 AF6958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6958.degrees latitude (g = 980.6199 gals.).
 AF6958
 AF6958.The modeled gravity was interpolated from observed gravity values.
 AF6958
 AF6958;                    North         East    Units  Estimated Accuracy
 AF6958;SPC FL E     -   312,500.      279,820.      MT  (+/- 180 meters Scaled)
 AF6958
 AF6958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL797035(NAD 83)
 AF6958
 AF6958                          SUPERSEDED SURVEY CONTROL
 AF6958
 AF6958  NGVD 29 (09/01/92)    1.179  (m)            3.87   (f) ADJUSTED    2 1
 AF6958
 AF6958.Superseded values are not recommended for survey control.
 AF6958
 AF6958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6958.See file dsdata.pdf to determine how the superseded data were derived.
 AF6958
 AF6958_MARKER: DB = BENCH MARK DISK
 AF6958_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6958_SP_SET: SEAWALL
 AF6958_STAMPING: NO 2 1972
 AF6958_MARK LOGO: CGS
 AF6958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6958+STABILITY: SURFACE MOTION
 AF6958
 AF6958  HISTORY     - Date     Condition        Report By
 AF6958  HISTORY     - 1972     MONUMENTED       NOS
 AF6958  HISTORY     - 1980     GOOD             FLDNR
 AF6958  HISTORY     - 1986     GOOD             FLDNR
 AF6958  HISTORY     - 1989     GOOD             USPSQD
 AF6958  HISTORY     - 1990     GOOD             USPSQD
 AF6958  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AF6958
 AF6958                          STATION DESCRIPTION
 AF6958
 AF6958'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6958'IN PORT SALERNO.
 AF6958'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED NORTHERLY 0.05
 AF6958'MILE ALONG STATE HIGHWAY A1A TO THE INTERSECTION OF STEWARD STREET,
 AF6958'PROCEED EASTERLY 0.25 MILE ALONG STEWARD STREET TO THE PIRATE COVE
 AF6958'MARINA AND THE MARK.  THE MARK BEARS 14 FEET EAST OF THE APPROXIMATE
 AF6958'CENTERLINE OF A DIRT ROAD, 4 FEET SOUTH OF A SMALL FINGER PIER, AND IS
 AF6958'AT BOAT SPACE 16.
 AF6958
 AF6958                          STATION RECOVERY (1986)
 AF6958
 AF6958'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6958'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT FOR A NEW TO
 AF6958'REACH DESCRIPTION.  BEGIN AT THE POST OFFICE IN PORT SALERNO, GO 0.1
 AF6958'MILE NORTH ALONG STATE HIGHWAY A1A TO THE JUNCTION OF BAYVIEW STREET,
 AF6958'GO 0.25 MILE EAST ALONG BAYVIEW STREET TO THE PIRATE COVE MARINA AND
 AF6958'THE MARK.  THE MARK IS ALSO 13 FEET SOUTH OF AN 8-FOOT WIDE ALUMINUM
 AF6958'WALKWAY TO A FUELING DOCK.
 AF6958
 AF6958                          STATION RECOVERY (1989)
 AF6958
 AF6958'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6958'RECOVERED IN GOOD CONDITION.
 AF6958
 AF6958                          STATION RECOVERY (1990)
 AF6958
 AF6958'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6958'RECOVERED IN GOOD CONDITION.
 AF6958
 AF6958                          STATION RECOVERY (1991)
 AF6958
 AF6958'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6958'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6959 ***********************************************************************
 AF6959  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6959  DESIGNATION -  872 2383 TIDAL 3
 AF6959  PID         -  AF6959
 AF6959  STATE/COUNTY-  FL/MARTIN
 AF6959  COUNTRY     -  US
 AF6959  USGS QUAD   -  SAINT LUCIE INLET (2018)
 AF6959
 AF6959                         *CURRENT SURVEY CONTROL
 AF6959  ______________________________________________________________________
 AF6959* NAD 83(1986) POSITION- 27 09 07.     (N) 080 11 41.     (W)   SCALED
 AF6959* NAVD 88 ORTHO HEIGHT -     0.752 (meters)        2.47  (feet) ADJUSTED
 AF6959  ______________________________________________________________________
 AF6959  GEOID HEIGHT    -        -27.616 (meters)                     GEOID18
 AF6959  DYNAMIC HEIGHT  -          0.751 (meters)        2.46  (feet) COMP
 AF6959  MODELED GRAVITY -    979,108.8   (mgal)                       NAVD 88
 AF6959
 AF6959  VERT ORDER      -  SECOND    CLASS I
 AF6959
 AF6959.The horizontal coordinates were scaled from a map and have
 AF6959.an estimated accuracy of +/- 6 seconds.
 AF6959
 AF6959.The orthometric height was determined by differential leveling and
 AF6959.adjusted by the NATIONAL GEODETIC SURVEY
 AF6959.in June 1991.
 AF6959
 AF6959.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6959.GEOID18 height accuracy estimate available here.
 AF6959
 AF6959.This Tidal Bench Mark is designated as VM 5461
 AF6959.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6959
 AF6959.Click photographs - Photos may exist for this station.
 AF6959
 AF6959.The dynamic height is computed by dividing the NAVD 88
 AF6959.geopotential number by the normal gravity value computed on the
 AF6959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6959.degrees latitude (g = 980.6199 gals.).
 AF6959
 AF6959.The modeled gravity was interpolated from observed gravity values.
 AF6959
 AF6959;                    North         East    Units  Estimated Accuracy
 AF6959;SPC FL E     -   312,500.      279,820.      MT  (+/- 180 meters Scaled)
 AF6959
 AF6959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNL797035(NAD 83)
 AF6959
 AF6959                          SUPERSEDED SURVEY CONTROL
 AF6959
 AF6959  NGVD 29 (09/01/92)    1.195  (m)            3.92   (f) ADJUSTED    2 1
 AF6959
 AF6959.Superseded values are not recommended for survey control.
 AF6959
 AF6959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6959.See file dsdata.pdf to determine how the superseded data were derived.
 AF6959
 AF6959_MARKER: DB = BENCH MARK DISK
 AF6959_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6959_SP_SET: SEAWALL
 AF6959_STAMPING: NO 3 1972
 AF6959_MARK LOGO: CGS
 AF6959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6959+STABILITY: SURFACE MOTION
 AF6959
 AF6959  HISTORY     - Date     Condition        Report By
 AF6959  HISTORY     - 1972     MONUMENTED       NOS
 AF6959  HISTORY     - 1980     GOOD             FLDNR
 AF6959  HISTORY     - 1986     GOOD             FLDNR
 AF6959  HISTORY     - 1989     GOOD             USPSQD
 AF6959  HISTORY     - 1990     GOOD             USPSQD
 AF6959  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AF6959
 AF6959                          STATION DESCRIPTION
 AF6959
 AF6959'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6959'IN PORT SALERNO.
 AF6959'BEGIN AT THE U.S. POST OFFICE IN PORT SALERNO, PROCEED NORTHERLY 0.05
 AF6959'MILE ALONG STATE HIGHWAY A1A TO THE INTERSECTION OF STEWARD STREET,
 AF6959'PROCEED EASTERLY 0.25 MILE ALONG STEWARD STREET TO THE PIRATE COVE
 AF6959'MARINA AND THE MARK.  THE MARK BEARS 14 FEET EAST OF THE APPROXIMATE
 AF6959'CENTERLINE OF A DIRT ROAD, 6.6 FEET SOUTH OF A SMALL FINGER PIER, AND
 AF6959'IS AT BOAT SPACE 8.
 AF6959
 AF6959                          STATION RECOVERY (1986)
 AF6959
 AF6959'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6959'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT FOR A NEW TO
 AF6959'REACH DESCRIPTION.  BEGIN AT THE POST OFFICE IN PORT SALERNO, GO 0.1
 AF6959'MILE NORTH ALONG STATE HIGHWAY A1A TO THE JUNCTION OF BAYVIEW STREET,
 AF6959'GO 0.25 MILE EAST ALONG BAYVIEW STREET TO THE PIRATE COVE MARINA AND
 AF6959'THE MARK.  THE MARK IS ALSO 15 FEET SOUTH OF THE FINGER PIER.
 AF6959
 AF6959                          STATION RECOVERY (1989)
 AF6959
 AF6959'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6959'RECOVERED IN GOOD CONDITION.
 AF6959
 AF6959                          STATION RECOVERY (1990)
 AF6959
 AF6959'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6959'RECOVERED IN GOOD CONDITION.
 AF6959
 AF6959                          STATION RECOVERY (1991)
 AF6959
 AF6959'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6959'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ9617 ***********************************************************************
 DQ9617  DESIGNATION -  872 2403 A TIDAL
 DQ9617  PID         -  DQ9617
 DQ9617  STATE/COUNTY-  FL/MARTIN
 DQ9617  COUNTRY     -  US
 DQ9617  USGS QUAD   -  GOMEZ (2018)
 DQ9617
 DQ9617                         *CURRENT SURVEY CONTROL
 DQ9617  ______________________________________________________________________
 DQ9617* NAD 83(1986) POSITION- 27 06 52.8    (N) 080 08 27.8    (W)   HD_HELD2
 DQ9617* NAVD 88 ORTHO HEIGHT -     0.848 (meters)        2.78  (feet) ADJUSTED
 DQ9617  ______________________________________________________________________
 DQ9617  GEOID HEIGHT    -        -27.737 (meters)                     GEOID18
 DQ9617  DYNAMIC HEIGHT  -          0.847 (meters)        2.78  (feet) COMP
 DQ9617  MODELED GRAVITY -    979,102.3   (mgal)                       NAVD 88
 DQ9617
 DQ9617  VERT ORDER      -  FIRST     CLASS II
 DQ9617
 DQ9617.The horizontal coordinates were established by autonomous hand held GPS
 DQ9617.observations and have an estimated accuracy of +/- 10 meters.
 DQ9617
 DQ9617.The orthometric height was determined by differential leveling and
 DQ9617.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9617.in January 2023.
 DQ9617
 DQ9617.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9617.GEOID18 height accuracy estimate available here.
 DQ9617
 DQ9617.Click photographs - Photos may exist for this station.
 DQ9617
 DQ9617.The dynamic height is computed by dividing the NAVD 88
 DQ9617.geopotential number by the normal gravity value computed on the
 DQ9617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9617.degrees latitude (g = 980.6199 gals.).
 DQ9617
 DQ9617.The modeled gravity was interpolated from observed gravity values.
 DQ9617
 DQ9617;                    North         East    Units  Estimated Accuracy
 DQ9617;SPC FL E     -   308,400.      285,165.      MT  (+/- 10 meters HH2 GPS)
 DQ9617
 DQ9617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8513599426(NAD 83)
 DQ9617
 DQ9617                          SUPERSEDED SURVEY CONTROL
 DQ9617
 DQ9617  NAVD 88 (04/24/19)    0.849  (m)            2.79   (f) SUPERSEDED  1 2
 DQ9617
 DQ9617.Superseded values are not recommended for survey control.
 DQ9617
 DQ9617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ9617.See file dsdata.pdf to determine how the superseded data were derived.
 DQ9617
 DQ9617_MARKER: F = FLANGE-ENCASED ROD
 DQ9617_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ9617_STAMPING: 2403 A 1998
 DQ9617_MARK LOGO: NGS
 DQ9617_PROJECTION: RECESSED 13 CENTIMETERS
 DQ9617_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9617_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9617+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2024
 DQ9617_ROD/PIPE-DEPTH: 24.3 meters
 DQ9617
 DQ9617  HISTORY     - Date     Condition        Report By
 DQ9617  HISTORY     - 1998     MONUMENTED       FLDEP
 DQ9617  HISTORY     - 20070621 GOOD             FLDEP
 DQ9617  HISTORY     - 20220510 GOOD             FLDEP
 DQ9617  HISTORY     - 20240209 GOOD             GEOCAC
 DQ9617
 DQ9617                          STATION DESCRIPTION
 DQ9617
 DQ9617'DESCRIBED BY FL DEPT OF ENV PRO 2007 (BPJ)
 DQ9617'THE STATION IS LOCATED ABOUT 11.9 MI (19.1 KM) NORTH-NORTHEAST OF
 DQ9617'ROOD, 8.5 MI (13.7 KM) EAST-SOUTHEAST OF PALM CITY AND 2.1 MI (3.4 KM)
 DQ9617'NORTH OF GOMEZ.
 DQ9617'
 DQ9617'THE MARK IS ABOUT 3.8 MI (6.1 KM) NORTH-NORTHEAST OF HOBE SOUND, IN
 DQ9617'SECTION 37, TOWNSHIP 39 SOUTH, RANGE 42 EAST, IN THE HOBE SOUND
 DQ9617'NATIONAL WILDLIFE REFUGE.
 DQ9617'
 DQ9617'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND COUNTY
 DQ9617'ROAD 708 IN HOBE SOUND, GO EAST ON COUNTY ROAD 708 FOR 1.4 MI (2.3 KM)
 DQ9617'TO THE JUNCTION OF COUNTY ROAD 707 ON THE RIGHT AND NORTH BEACH
 DQ9617'BOULEVARD ON THE LEFT.  TURN LEFT ON NORTH BEACH BOULEVARD AND GO
 DQ9617'NORTHWEST FOR 1.7 MI (2.7 KM) TO THE DEAD END AND THE ENTRANCE TO THE
 DQ9617'HOBE SOUND STATE PARK.  CONTINUE NORTHERLY THROUGH THE STATE PARK FOR
 DQ9617'0.05 MI (0.08 KM) TO THE JUNCTION OF AN ATV ACCESS TRAIL TO THE BEACH.
 DQ9617'CONTINUE NORTHERLY ON THE BEACH FOR 1.9 MI (3.1 KM) TO THE MARK ON THE
 DQ9617'LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 79.6 FT
 DQ9617'(24.3 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE
 DQ9617'GROUND, THE DATUM POINT IS RECESSED 0.25 FT (8 CM) BELOW THE LEVEL OF
 DQ9617'THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DQ9617'
 DQ9617'LOCATED 152.0 FT (46.3 M) WEST OF THE EAST EDGE OF THE GRASS LINE,
 DQ9617'98.4 FT (30.0 M) WEST OF BENCH MARK 2403 B TIDAL, 29.5 FT (9.0 M) WEST
 DQ9617'OF THE WEST END OF A WELCOME TO HOBE SOUND NATIONAL WILDLIFE REFUGE
 DQ9617'PECK LAKE AREA SIGN, 1.2 FT (0.4 M) WEST OF A CARSONITE WITNESS POST
 DQ9617'AND 1.0 FT (0.3 M) WEST OF THE WEST END OF A WOODEN HOBE SOUND SIGN.
 DQ9617'
 DQ9617'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DQ9617'NATIONAL GEODETIC SURVEY LOGO CAP.
 DQ9617
 DQ9617                          STATION RECOVERY (2022)
 DQ9617
 DQ9617'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (DLP)
 DQ9617'RECOVERED AS DESCRIBED.
 DQ9617
 DQ9617                          STATION RECOVERY (2024)
 DQ9617
 DQ9617'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DQ9617'THE LOGO CAP IS 5 INCHES (13 CM) BELOW THE SURFACE OF THE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ9616 ***********************************************************************
 DQ9616  DESIGNATION -  872 2403 B TIDAL
 DQ9616  PID         -  DQ9616
 DQ9616  STATE/COUNTY-  FL/MARTIN
 DQ9616  COUNTRY     -  US
 DQ9616  USGS QUAD   -  GOMEZ (2018)
 DQ9616
 DQ9616                         *CURRENT SURVEY CONTROL
 DQ9616  ______________________________________________________________________
 DQ9616* NAD 83(1986) POSITION- 27 06 51.7    (N) 080 08 27.7    (W)   HD_HELD2
 DQ9616* NAVD 88 ORTHO HEIGHT -     1.774 (meters)        5.82  (feet) ADJUSTED
 DQ9616  ______________________________________________________________________
 DQ9616  GEOID HEIGHT    -        -27.737 (meters)                     GEOID18
 DQ9616  DYNAMIC HEIGHT  -          1.772 (meters)        5.81  (feet) COMP
 DQ9616  MODELED GRAVITY -    979,102.3   (mgal)                       NAVD 88
 DQ9616
 DQ9616  VERT ORDER      -  FIRST     CLASS II
 DQ9616
 DQ9616.The horizontal coordinates were established by autonomous hand held GPS
 DQ9616.observations and have an estimated accuracy of +/- 10 meters.
 DQ9616
 DQ9616.The orthometric height was determined by differential leveling and
 DQ9616.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9616.in April 2019.
 DQ9616
 DQ9616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9616.GEOID18 height accuracy estimate available here.
 DQ9616
 DQ9616.Click photographs - Photos may exist for this station.
 DQ9616
 DQ9616.The dynamic height is computed by dividing the NAVD 88
 DQ9616.geopotential number by the normal gravity value computed on the
 DQ9616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9616.degrees latitude (g = 980.6199 gals.).
 DQ9616
 DQ9616.The modeled gravity was interpolated from observed gravity values.
 DQ9616
 DQ9616;                    North         East    Units  Estimated Accuracy
 DQ9616;SPC FL E     -   308,366.      285,168.      MT  (+/- 10 meters HH2 GPS)
 DQ9616
 DQ9616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8513899392(NAD 83)
 DQ9616
 DQ9616                          SUPERSEDED SURVEY CONTROL
 DQ9616
 DQ9616.No superseded survey control is available for this station.
 DQ9616
 DQ9616_MARKER: DB = BENCH MARK DISK
 DQ9616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ9616_STAMPING: 2403 B 1998
 DQ9616_MARK LOGO: NOS
 DQ9616_PROJECTION: RECESSED 30 CENTIMETERS
 DQ9616_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9616+STABILITY: SURFACE MOTION
 DQ9616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9616+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2007
 DQ9616
 DQ9616  HISTORY     - Date     Condition        Report By
 DQ9616  HISTORY     - 1998     MONUMENTED       FLDEP
 DQ9616  HISTORY     - 20070621 GOOD             FLDEP
 DQ9616  HISTORY     - 20240209 MARK NOT FOUND   GEOCAC
 DQ9616
 DQ9616                          STATION DESCRIPTION
 DQ9616
 DQ9616'DESCRIBED BY FL DEPT OF ENV PRO 2007 (BPJ)
 DQ9616'THE STATION IS LOCATED ABOUT 11.9 MI (19.1 KM) NORTH-NORTHEAST OF
 DQ9616'ROOD, 8.5 MI (13.7 KM) EAST-SOUTHEAST OF PALM CITY AND 2.1 MI (3.4 KM)
 DQ9616'NORTH OF GOMEZ.
 DQ9616'
 DQ9616'THE MARK IS ABOUT 3.8 MI (6.1 KM) NORTH-NORTHEAST OF HOBE SOUND, IN
 DQ9616'SECTION 37, TOWNSHIP 39 SOUTH, RANGE 42 EAST, IN THE HOBE SOUND
 DQ9616'NATIONAL WILDLIFE REFUGE.
 DQ9616'
 DQ9616'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND COUNTY
 DQ9616'ROAD 708 IN HOBE SOUND, GO EAST ON COUNTY ROAD 708 FOR 1.4 MI (2.3 KM)
 DQ9616'TO THE JUNCTION OF COUNTY ROAD 707 ON THE RIGHT AND NORTH BEACH
 DQ9616'BOULEVARD ON THE LEFT.  TURN LEFT ON NORTH BEACH BOULEVARD AND GO
 DQ9616'NORTHWEST FOR 1.7 MI (2.7 KM) TO THE DEAD END AND THE ENTRANCE TO THE
 DQ9616'HOBE SOUND STATE PARK.  CONTINUE NORTHERLY THROUGH THE STATE PARK FOR
 DQ9616'0.05 MI (0.08 KM) TO THE JUNCTION OF AN ATV ACCESS TRAIL TO THE BEACH.
 DQ9616'CONTINUE NORTHERLY ON THE BEACH FOR 1.85 MI (2.98 KM) TO THE MARK ON
 DQ9616'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DQ9616'LEVEL OF THE GROUND.
 DQ9616'
 DQ9616'LOCATED ABOUT 295.0 FT (89.9 M) EAST OF THE AQUA TRACK, 98.4 FT (30.0
 DQ9616'M) EAST OF BENCH MARK 2403 A TIDAL, 66.0 FT (20.1 M) WEST OF THE EAST
 DQ9616'EDGE OF THE GRASS LINE, 1.3 FT (0.4 M) WEST OF THE WEST END OF A
 DQ9616'WOODEN SIGN (ESTUARY-BARRIER ISLAND) AND 1.2 FT (0.4 M) WEST OF
 DQ9616'CARSONITE WITNESS POST. .
 DQ9616
 DQ9616                          STATION RECOVERY (2024)
 DQ9616
 DQ9616'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DQ9616'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ9618 ***********************************************************************
 DQ9618  DESIGNATION -  872 2403 C TIDAL
 DQ9618  PID         -  DQ9618
 DQ9618  STATE/COUNTY-  FL/MARTIN
 DQ9618  COUNTRY     -  US
 DQ9618  USGS QUAD   -  GOMEZ (2018)
 DQ9618
 DQ9618                         *CURRENT SURVEY CONTROL
 DQ9618  ______________________________________________________________________
 DQ9618* NAD 83(1986) POSITION- 27 06 49.7    (N) 080 08 27.2    (W)   HD_HELD2
 DQ9618* NAVD 88 ORTHO HEIGHT -     1.565 (meters)        5.13  (feet) ADJUSTED
 DQ9618  ______________________________________________________________________
 DQ9618  GEOID HEIGHT    -        -27.736 (meters)                     GEOID18
 DQ9618  DYNAMIC HEIGHT  -          1.562 (meters)        5.12  (feet) COMP
 DQ9618  MODELED GRAVITY -    979,102.3   (mgal)                       NAVD 88
 DQ9618
 DQ9618  VERT ORDER      -  FIRST     CLASS II
 DQ9618
 DQ9618.The horizontal coordinates were established by autonomous hand held GPS
 DQ9618.observations and have an estimated accuracy of +/- 10 meters.
 DQ9618
 DQ9618.The orthometric height was determined by differential leveling and
 DQ9618.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9618.in April 2019.
 DQ9618
 DQ9618.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9618.GEOID18 height accuracy estimate available here.
 DQ9618
 DQ9618.Click photographs - Photos may exist for this station.
 DQ9618
 DQ9618.The dynamic height is computed by dividing the NAVD 88
 DQ9618.geopotential number by the normal gravity value computed on the
 DQ9618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9618.degrees latitude (g = 980.6199 gals.).
 DQ9618
 DQ9618.The modeled gravity was interpolated from observed gravity values.
 DQ9618
 DQ9618;                    North         East    Units  Estimated Accuracy
 DQ9618;SPC FL E     -   308,305.      285,182.      MT  (+/- 10 meters HH2 GPS)
 DQ9618
 DQ9618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8515299331(NAD 83)
 DQ9618
 DQ9618                          SUPERSEDED SURVEY CONTROL
 DQ9618
 DQ9618.No superseded survey control is available for this station.
 DQ9618
 DQ9618_MARKER: F = FLANGE-ENCASED ROD
 DQ9618_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DQ9618_STAMPING: 2403 C 1998
 DQ9618_MARK LOGO: NGS
 DQ9618_PROJECTION: FLUSH
 DQ9618_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9618_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ9618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9618+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2022
 DQ9618_ROD/PIPE-DEPTH: 23.9 meters
 DQ9618
 DQ9618  HISTORY     - Date     Condition        Report By
 DQ9618  HISTORY     - 1998     MONUMENTED       FLDEP
 DQ9618  HISTORY     - 20070621 GOOD             FLDEP
 DQ9618  HISTORY     - 20220510 GOOD             FLDEP
 DQ9618  HISTORY     - 20240209 MARK NOT FOUND   GEOCAC
 DQ9618
 DQ9618                          STATION DESCRIPTION
 DQ9618
 DQ9618'DESCRIBED BY FL DEPT OF ENV PRO 2007 (BPJ)
 DQ9618'THE STATION IS LOCATED ABOUT 11.9 MI (19.1 KM) NORTH-NORTHEAST OF
 DQ9618'ROOD, 8.6 MI (13.8 KM) EAST-SOUTHEAST OF PALM CITY AND 2.0 MI (3.2 KM)
 DQ9618'NORTH OF GOMEZ.
 DQ9618'
 DQ9618'THE MARK IS ABOUT 3.8 MI (6.1 KM) NORTH-NORTHEAST OF HOBE SOUND, IN
 DQ9618'SECTION 37, TOWNSHIP 39 SOUTH, RANGE 42 EAST, IN THE HOBE SOUND
 DQ9618'NATIONAL WILDLIFE REFUGE.
 DQ9618'
 DQ9618'TO REACH THE MARK FROM THE INTERSECTION U.S. HIGHWAY 1 AND COUNTY ROAD
 DQ9618'708 IN HOBE SOUND, GO EAST ON COUNTY ROAD 708 FOR 1.4 MI (2.3 KM) TO
 DQ9618'THE JUNCTION OF COUNTY ROAD 707 ON THE RIGHT AND NORTH BEACH BOULEVARD
 DQ9618'ON THE LEFT.  TURN LEFT ON NORTH BEACH BOULEVARD AND GO NORTHWEST FOR
 DQ9618'1.7 MI (2.7 KM) TO THE DEAD END AND THE ENTRANCE TO THE HOBE SOUND
 DQ9618'STATE PARK.  CONTINUE NORTHERLY THROUGH THE STATE PARK FOR 0.05 MI
 DQ9618'(0.08 KM) TO THE JUNCTION OF AN ATV ACCESS TRAIL TO THE BEACH.
 DQ9618'CONTINUE NORTHERLY ON THE BEACH FOR 1.85 MI (2.98 KM) TO THE MARK ON
 DQ9618'THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 78.5
 DQ9618'FT (23.9 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE
 DQ9618'GROUND, THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF
 DQ9618'THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DQ9618'
 DQ9618'LOCATED 262.5 FT (80.0 M) SOUTH-SOUTHEAST OF BENCH MARK 2403 A TIDAL,
 DQ9618'229.6 FT (70.0 M) SOUTH OF BENCH MARK 2403 B, 229.6 FT (70.0 M) NORTH
 DQ9618'OF BENCH MARK D TIDAL, 91.0 FT (27.7 M) WEST OF THE EAST EDGE OF THE
 DQ9618'GRASS LINE, 39.0 FT (11.9 M) SOUTH OF BENCH MARK R 65 MART 1994 AND
 DQ9618'2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST.
 DQ9618'
 DQ9618'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DQ9618'NATIONAL GEODETIC SURVEY LOGO CAP.
 DQ9618
 DQ9618                          STATION RECOVERY (2022)
 DQ9618
 DQ9618'RECOVERY NOTE BY FL DEPT OF ENV PRO 2022 (DLP)
 DQ9618'RECOVERED AS DESCRIBED.
 DQ9618
 DQ9618                          STATION RECOVERY (2024)
 DQ9618
 DQ9618'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DQ9618'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ9619 ***********************************************************************
 DQ9619  DESIGNATION -  872 2403 D TIDAL
 DQ9619  PID         -  DQ9619
 DQ9619  STATE/COUNTY-  FL/MARTIN
 DQ9619  COUNTRY     -  US
 DQ9619  USGS QUAD   -  GOMEZ (2018)
 DQ9619
 DQ9619                         *CURRENT SURVEY CONTROL
 DQ9619  ______________________________________________________________________
 DQ9619* NAD 83(1986) POSITION- 27 06 47.2    (N) 080 08 25.8    (W)   HD_HELD2
 DQ9619* NAVD 88 ORTHO HEIGHT -     1.543 (meters)        5.06  (feet) ADJUSTED
 DQ9619  ______________________________________________________________________
 DQ9619  GEOID HEIGHT    -        -27.736 (meters)                     GEOID18
 DQ9619  DYNAMIC HEIGHT  -          1.541 (meters)        5.06  (feet) COMP
 DQ9619  MODELED GRAVITY -    979,102.2   (mgal)                       NAVD 88
 DQ9619
 DQ9619  VERT ORDER      -  FIRST     CLASS II
 DQ9619
 DQ9619.The horizontal coordinates were established by autonomous hand held GPS
 DQ9619.observations and have an estimated accuracy of +/- 10 meters.
 DQ9619
 DQ9619.The orthometric height was determined by differential leveling and
 DQ9619.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9619.in April 2019.
 DQ9619
 DQ9619.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9619.GEOID18 height accuracy estimate available here.
 DQ9619
 DQ9619.Click photographs - Photos may exist for this station.
 DQ9619
 DQ9619.The dynamic height is computed by dividing the NAVD 88
 DQ9619.geopotential number by the normal gravity value computed on the
 DQ9619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9619.degrees latitude (g = 980.6199 gals.).
 DQ9619
 DQ9619.The modeled gravity was interpolated from observed gravity values.
 DQ9619
 DQ9619;                    North         East    Units  Estimated Accuracy
 DQ9619;SPC FL E     -   308,228.      285,221.      MT  (+/- 10 meters HH2 GPS)
 DQ9619
 DQ9619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8519199254(NAD 83)
 DQ9619
 DQ9619                          SUPERSEDED SURVEY CONTROL
 DQ9619
 DQ9619.No superseded survey control is available for this station.
 DQ9619
 DQ9619_MARKER: DB = BENCH MARK DISK
 DQ9619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ9619_STAMPING: 2403 D 1998
 DQ9619_MARK LOGO: NOS
 DQ9619_PROJECTION: RECESSED 18 CENTIMETERS
 DQ9619_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9619+STABILITY: SURFACE MOTION
 DQ9619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9619+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2007
 DQ9619
 DQ9619  HISTORY     - Date     Condition        Report By
 DQ9619  HISTORY     - 1998     MONUMENTED       FLDEP
 DQ9619  HISTORY     - 20070621 GOOD             FLDEP
 DQ9619  HISTORY     - 20240209 MARK NOT FOUND   GEOCAC
 DQ9619
 DQ9619                          STATION DESCRIPTION
 DQ9619
 DQ9619'DESCRIBED BY FL DEPT OF ENV PRO 2007 (BPJ)
 DQ9619'THE STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) NORTH-NORTHEAST OF
 DQ9619'ROOD, 8.6 MI (13.8 KM) EAST-SOUTHEAST OF PALM CITY AND 2.0 MI (3.2 KM)
 DQ9619'NORTH OF GOMEZ.
 DQ9619'
 DQ9619'THE MARK IS ABOUT 3.8 MI (6.1 KM) NORTH-NORTHEAST OF HOBE SOUND, IN
 DQ9619'SECTION 37, TOWNSHIP 39 SOUTH, RANGE 42 EAST, IN THE HOBE SOUND
 DQ9619'NATIONAL WILDLIFE REFUGE.
 DQ9619'
 DQ9619'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND COUNTY
 DQ9619'ROAD 708 IN HOBE SOUND, GO EAST ON COUNTY ROAD 708 FOR 1.4 MI (2.3 KM)
 DQ9619'TO THE JUNCTION OF COUNTY ROAD 707 ON THE RIGHT AND NORTH BEACH
 DQ9619'BOULEVARD ON THE LEFT.  TURN LEFT ON NORTH BEACH BOULEVARD AND GO
 DQ9619'NORTHWEST FOR 1.7 MI (2.7 KM) TO THE DEAD END AND THE ENTRANCE TO THE
 DQ9619'HOBE SOUND STATE PARK.  CONTINUE NORTHERLY THROUGH THE STATE PARK FOR
 DQ9619'0.05 MI (0.08 KM) TO THE JUNCTION OF AN ATV ACCESS TRAIL TO THE BEACH.
 DQ9619'CONTINUE NORTHERLY ON THE BEACH FOR 1.85 MI (2.98 KM) TO THE MARK ON
 DQ9619'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DQ9619'GROUND.
 DQ9619'
 DQ9619'LOCATED 229.6 FT (70.0 M) SOUTH OF BENCH MARK 2403 C 1998, 247.8 FT
 DQ9619'(75.5 M) (75.5 M) NORTH OF BENCH MARK 2403 E 1998, 88.0 FT (26.8 M)
 DQ9619'WEST OF THE EAST EDGE OF THE GRASS LINE AND 2.0 FT (0.6 M) NORTH OF A
 DQ9619'CARSONITE WITNESS POST.
 DQ9619
 DQ9619                          STATION RECOVERY (2024)
 DQ9619
 DQ9619'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DQ9619'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ9620 ***********************************************************************
 DQ9620  DESIGNATION -  872 2403 E TIDAL
 DQ9620  PID         -  DQ9620
 DQ9620  STATE/COUNTY-  FL/MARTIN
 DQ9620  COUNTRY     -  US
 DQ9620  USGS QUAD   -  GOMEZ (2018)
 DQ9620
 DQ9620                         *CURRENT SURVEY CONTROL
 DQ9620  ______________________________________________________________________
 DQ9620* NAD 83(1986) POSITION- 27 06 45.4    (N) 080 08 24.6    (W)   HD_HELD2
 DQ9620* NAVD 88 ORTHO HEIGHT -     2.643 (meters)        8.67  (feet) ADJUSTED
 DQ9620  ______________________________________________________________________
 DQ9620  GEOID HEIGHT    -        -27.736 (meters)                     GEOID18
 DQ9620  DYNAMIC HEIGHT  -          2.639 (meters)        8.66  (feet) COMP
 DQ9620  MODELED GRAVITY -    979,102.1   (mgal)                       NAVD 88
 DQ9620
 DQ9620  VERT ORDER      -  FIRST     CLASS II
 DQ9620
 DQ9620.The horizontal coordinates were established by autonomous hand held GPS
 DQ9620.observations and have an estimated accuracy of +/- 10 meters.
 DQ9620
 DQ9620.The orthometric height was determined by differential leveling and
 DQ9620.adjusted by the NATIONAL GEODETIC SURVEY
 DQ9620.in April 2019.
 DQ9620
 DQ9620.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ9620.GEOID18 height accuracy estimate available here.
 DQ9620
 DQ9620.Click photographs - Photos may exist for this station.
 DQ9620
 DQ9620.The dynamic height is computed by dividing the NAVD 88
 DQ9620.geopotential number by the normal gravity value computed on the
 DQ9620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DQ9620.degrees latitude (g = 980.6199 gals.).
 DQ9620
 DQ9620.The modeled gravity was interpolated from observed gravity values.
 DQ9620
 DQ9620;                    North         East    Units  Estimated Accuracy
 DQ9620;SPC FL E     -   308,173.      285,254.      MT  (+/- 10 meters HH2 GPS)
 DQ9620
 DQ9620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8522599199(NAD 83)
 DQ9620
 DQ9620                          SUPERSEDED SURVEY CONTROL
 DQ9620
 DQ9620.No superseded survey control is available for this station.
 DQ9620
 DQ9620_MARKER: DB = BENCH MARK DISK
 DQ9620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DQ9620_STAMPING: 2403 E 1998
 DQ9620_MARK LOGO: NOS
 DQ9620_PROJECTION: RECESSED 15 CENTIMETERS
 DQ9620_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ9620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ9620+STABILITY: SURFACE MOTION
 DQ9620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ9620+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2007
 DQ9620
 DQ9620  HISTORY     - Date     Condition        Report By
 DQ9620  HISTORY     - 1998     MONUMENTED       FLDEP
 DQ9620  HISTORY     - 20070621 GOOD             FLDEP
 DQ9620  HISTORY     - 20240209 MARK NOT FOUND   GEOCAC
 DQ9620
 DQ9620                          STATION DESCRIPTION
 DQ9620
 DQ9620'DESCRIBED BY FL DEPT OF ENV PRO 2007 (BPJ)
 DQ9620'THE STATION IS LOCATED ABOUT 11.8 MI (19.0 KM) NORTH-NORTHEAST OF
 DQ9620'ROOD, 8.6 MI (13.8 KM) EAST-SOUTHEAST OF PALM CITY AND 2.0 MI (3.2 KM)
 DQ9620'NORTH OF GOMEZ.
 DQ9620'
 DQ9620'THE MARK IS ABOUT 3.8 MI (6.1 KM) NORTH-NORTHEAST OF HOBE SOUND, IN
 DQ9620'SECTION 37, TOWNSHIP 39 SOUTH, RANGE 42 EAST, IN THE HOBE SOUND
 DQ9620'NATIONAL WILDLIFE REFUGE.
 DQ9620'
 DQ9620'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND COUNTY
 DQ9620'ROAD 708 IN HOBE SOUND, GO EAST ON COUNTY ROAD 708 FOR 1.4 MI (2.3 KM)
 DQ9620'TO THE JUNCTION OF COUNTY ROAD 707 ON THE RIGHT AND NORTH BEACH
 DQ9620'BOULEVARD ON THE LEFT.  TURN LEFT ON NORTH BEACH BOULEVARD AND GO
 DQ9620'NORTHWEST FOR 1.7 MI (2.7 KM) TO THE DEAD END AND THE ENTRANCE TO THE
 DQ9620'HOBE SOUND STATE PARK.  CONTINUE NORTHERLY THROUGH THE STATE PARK FOR
 DQ9620'0.05 MI (0.08 KM) TO THE JUNCTION OF AN ATV ACCESS TRAIL TO THE BEACH.
 DQ9620'CONTINUE NORTHERLY ON THE BEACH FOR 1.85 MI (2.98 KM) TO THE MARK ON
 DQ9620'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT
 DQ9620'(6 CM) BELOW THE LEVEL OF THE GROUND.
 DQ9620'
 DQ9620'LOCATED 247.8 FT (75.5 M) SOUTH OF BENCH MARK 2403 D 1998, 50.0 FT
 DQ9620'(15.2 M) WEST OF THE EAST EDGE OF THE GRASS LINE AND 1.2 FT (0.4 M)
 DQ9620'EAST OF A CARSONITE WITNESS POST.
 DQ9620
 DQ9620                          STATION RECOVERY (2024)
 DQ9620
 DQ9620'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DQ9620'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6970 ***********************************************************************
 AF6970  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6970  DESIGNATION -  872 2404 F
 AF6970  PID         -  AF6970
 AF6970  STATE/COUNTY-  FL/MARTIN
 AF6970  COUNTRY     -  US
 AF6970  USGS QUAD   -  GOMEZ (2018)
 AF6970
 AF6970                         *CURRENT SURVEY CONTROL
 AF6970  ______________________________________________________________________
 AF6970* NAD 83(1986) POSITION- 27 06 46.     (N) 080 08 43.     (W)   SCALED
 AF6970* NAVD 88 ORTHO HEIGHT -     0.343 (meters)        1.13  (feet) ADJUSTED
 AF6970  ______________________________________________________________________
 AF6970  GEOID HEIGHT    -        -27.717 (meters)                     GEOID18
 AF6970  DYNAMIC HEIGHT  -          0.343 (meters)        1.13  (feet) COMP
 AF6970  MODELED GRAVITY -    979,101.1   (mgal)                       NAVD 88
 AF6970
 AF6970  VERT ORDER      -  SECOND    CLASS I
 AF6970
 AF6970.The horizontal coordinates were scaled from a map and have
 AF6970.an estimated accuracy of +/- 6 seconds.
 AF6970
 AF6970.The orthometric height was determined by differential leveling and
 AF6970.adjusted by the NATIONAL GEODETIC SURVEY
 AF6970.in June 2011.
 AF6970
 AF6970.No vertical observational check was made to the station.
 AF6970
 AF6970.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6970.GEOID18 height accuracy estimate available here.
 AF6970
 AF6970.This Tidal Bench Mark is designated as VM 5465
 AF6970.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6970
 AF6970.Click photographs - Photos may exist for this station.
 AF6970
 AF6970.The dynamic height is computed by dividing the NAVD 88
 AF6970.geopotential number by the normal gravity value computed on the
 AF6970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6970.degrees latitude (g = 980.6199 gals.).
 AF6970
 AF6970.The modeled gravity was interpolated from observed gravity values.
 AF6970
 AF6970;                    North         East    Units  Estimated Accuracy
 AF6970;SPC FL E     -   308,190.      284,750.      MT  (+/- 180 meters Scaled)
 AF6970
 AF6970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK847992(NAD 83)
 AF6970
 AF6970                          SUPERSEDED SURVEY CONTROL
 AF6970
 AF6970  NAVD 88 (06/15/91)    0.375  (m)            1.23   (f) SUPERSEDED  2 1
 AF6970  NGVD 29 (09/01/92)    0.824  (m)            2.70   (f) ADJUSTED    2 1
 AF6970
 AF6970.Superseded values are not recommended for survey control.
 AF6970
 AF6970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6970.See file dsdata.pdf to determine how the superseded data were derived.
 AF6970
 AF6970_MARKER: DD = SURVEY DISK
 AF6970_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AF6970_STAMPING: 2404 F 1981 BSM
 AF6970_MARK LOGO: FLDNR
 AF6970_PROJECTION: RECESSED 5 CENTIMETERS
 AF6970_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6970_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6970_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6970+SATELLITE: SATELLITE OBSERVATIONS - November 18, 2005
 AF6970
 AF6970  HISTORY     - Date     Condition        Report By
 AF6970  HISTORY     - 1981     MONUMENTED       FLDNR
 AF6970  HISTORY     - 1986     GOOD             FLDNR
 AF6970  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AF6970  HISTORY     - 20051118 GOOD             FLDEP
 AF6970  HISTORY     - 20230717 MARK NOT FOUND   GEOCAC
 AF6970
 AF6970                          STATION DESCRIPTION
 AF6970
 AF6970'DESCRIBED BY FL DEPT OF NAT RES 1981
 AF6970'4 MI NORTH FROM HOBE SOUND.
 AF6970'THE MARK MUST BE REACHED BY BOAT.  BEGIN AT THE ST. LUCIE INLET AND GO
 AF6970'ABOUT 1.5 MILES WEST TO THE INTRACOASTAL WATERWAY, GO SOUTH ALONG THE
 AF6970'INTRACOASTAL WATERWAY FOR ABOUT 3.5 MILES TO DAY BEACON NO. 20 AND THE
 AF6970'MARK ON THE WEST SHORELINE.  THE MARK BEARS NORTHWEST OF THE
 AF6970'APPROXIMATE MEAN HIGH WATER LINE, 29.2 FEET SOUTHEAST OF THE EAST EDGE
 AF6970'OF A STAGNANT POND, 51.8 FEET NORTHEAST OF BENCH MARK 2404 J 1981 BSM,
 AF6970'31.7 FEET SOUTHWEST OF BENCH MARK 2404 G 1981 BSM, AND 1.8 FEET
 AF6970'SOUTHEAST OF A WITNESS POST.
 AF6970
 AF6970                          STATION RECOVERY (1986)
 AF6970
 AF6970'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6970'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT A NEW TO REACH IS
 AF6970'AS FOLLOWS.  BEGIN AT THE JUNCTION OF STATE ROADS A1A AND 707 IN HOBE
 AF6970'SOUND, GO 3.1 MILES NORTH ON A1A TO THE INTERSECTION OF OSPREY
 AF6970'STREET, GO 0.2 MILE EAST ON OSPREY STREET TO GOMEZ ROAD, GO 0.4 MILE
 AF6970'NORTH ON GOMEZ ROAD TO LITTLE HARBOR DRIVE S.E. AND THE ENTRANCE TO
 AF6970'LOBLOLLY BAY CLUB, GO 0.05 MILE EAST ON LITTLE HARBOR DRIVE S.E.,
 AF6970'THEN 0.4 MILE NORTH AND EAST ON LOBLOLLY DRIVE S.E. TO THE JUNCTION
 AF6970'OF DOCK STREET, GO 0.2 MILE EAST ON DOCK STREET TO THE NORTHEAST
 AF6970'CORNER OF THE LOBLOLLY BAY CLUB PROPERTY AT THE WEST EDGE OF PECK
 AF6970'LAKE AND THE MARK.
 AF6970
 AF6970                          STATION RECOVERY (1990)
 AF6970
 AF6970'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6970'MARK NOT FOUND.
 AF6970
 AF6970                          STATION RECOVERY (2005)
 AF6970
 AF6970'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6970'RECOVERED AS DESCRIBED.
 AF6970
 AF6970                          STATION RECOVERY (2023)
 AF6970
 AF6970'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF6970'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7551 ***********************************************************************
 AF7551  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7551  DESIGNATION -  872 2404 G TIDAL
 AF7551  PID         -  AF7551
 AF7551  STATE/COUNTY-  FL/MARTIN
 AF7551  COUNTRY     -  US
 AF7551  USGS QUAD   -  GOMEZ (2018)
 AF7551
 AF7551                         *CURRENT SURVEY CONTROL
 AF7551  ______________________________________________________________________
 AF7551* NAD 83(1986) POSITION- 27 05 51.     (N) 080 08 41.     (W)   SCALED
 AF7551* NAVD 88 ORTHO HEIGHT -     0.839 (meters)        2.75  (feet) ADJUSTED
 AF7551  ______________________________________________________________________
 AF7551  GEOID HEIGHT    -        -27.685 (meters)                     GEOID18
 AF7551  DYNAMIC HEIGHT  -          0.838 (meters)        2.75  (feet) COMP
 AF7551  MODELED GRAVITY -    979,101.1   (mgal)                       NAVD 88
 AF7551
 AF7551  VERT ORDER      -  SECOND    CLASS I
 AF7551
 AF7551.The horizontal coordinates were scaled from a map and have
 AF7551.an estimated accuracy of +/- 6 seconds.
 AF7551
 AF7551.The orthometric height was determined by differential leveling and
 AF7551.adjusted by the NATIONAL GEODETIC SURVEY
 AF7551.in September 1996.
 AF7551
 AF7551.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7551.GEOID18 height accuracy estimate available here.
 AF7551
 AF7551.This Tidal Bench Mark is designated as VM 5466
 AF7551.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7551
 AF7551.Click photographs - Photos may exist for this station.
 AF7551
 AF7551.The dynamic height is computed by dividing the NAVD 88
 AF7551.geopotential number by the normal gravity value computed on the
 AF7551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7551.degrees latitude (g = 980.6199 gals.).
 AF7551
 AF7551.The modeled gravity was interpolated from observed gravity values.
 AF7551
 AF7551;                    North         East    Units  Estimated Accuracy
 AF7551;SPC FL E     -   306,500.      284,810.      MT  (+/- 180 meters Scaled)
 AF7551
 AF7551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK847975(NAD 83)
 AF7551
 AF7551                          SUPERSEDED SURVEY CONTROL
 AF7551
 AF7551  NGVD 29 (09/01/92)    1.288  (m)            4.23   (f) ADJUSTED    2 1
 AF7551
 AF7551.Superseded values are not recommended for survey control.
 AF7551
 AF7551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7551.See file dsdata.pdf to determine how the superseded data were derived.
 AF7551
 AF7551_MARKER: DJ = TIDAL STATION DISK
 AF7551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7551_STAMPING: 2404 G 1981 BSM
 AF7551_MARK LOGO: FLDNR
 AF7551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7551+STABILITY: SURFACE MOTION
 AF7551
 AF7551  HISTORY     - Date     Condition        Report By
 AF7551  HISTORY     - 1981     MONUMENTED       FLDNR
 AF7551  HISTORY     - 1986     GOOD             FLDNR
 AF7551  HISTORY     - 20170210 MARK NOT FOUND   NGS
 AF7551  HISTORY     - 20230717 MARK NOT FOUND   GEOCAC
 AF7551
 AF7551                          STATION DESCRIPTION
 AF7551
 AF7551'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7551'4 MI NORTH FROM HOBE SOUND.
 AF7551'BEGIN AT HE JUNCTION OF STATE ROADS A1A AND 707 IN HOBE SOUND, GO 3.1
 AF7551'MILES NORTH ON A1A TO THE INTERSECTION OF OSPREY STREET, GO 0.2 MILE
 AF7551'EAST ON OSPREY STREET TO GOMEZ ROAD, GO 0.4 MILE NORTH ON GOMEZ ROAD
 AF7551'TO LITTLE HARBOR DRIVE S.E. AND THE ENTRANCE TO LOBLOLLY BAY COUNTRY
 AF7551'CLUB, GO 0.5 MILE EAST ON LITTLE HARBOR DRIVE S.E., GO 0.4 MILE
 AF7551'NORTHEAST ON LOBLOLLY DRIVE S.E. TO THE JUNCTION OF DOCK STREET, GO
 AF7551'0.2 MILE EAST ON DOCK STREET TO THE NORTHEAST CORNER OF THE LOBLOLLY
 AF7551'BAY CLUB PROPERTY AT THE WEST EDGE OF PECK LAKE AND THE MARK.  THE
 AF7551'MARK BEARS 22 FEET NORTH-NORTHWEST OF THE APPROXIMATE MEAN HIGH WATER
 AF7551'LINE, 15 FEET SOUTHEAST OF THE EAST EDGE OF A STAGNANT POND, 31.7
 AF7551'FEET NORTHEAST OF BENCH MARK 2404 F, AND 2.3 FEET SOUTHEAST OF A
 AF7551'WITNESS POST.
 AF7551
 AF7551                          STATION RECOVERY (2017)
 AF7551
 AF7551'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 AF7551'MARK NOT FOUND.
 AF7551
 AF7551                          STATION RECOVERY (2023)
 AF7551
 AF7551'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF7551'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7552 ***********************************************************************
 AF7552  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7552  DESIGNATION -  872 2404 H TIDAL
 AF7552  PID         -  AF7552
 AF7552  STATE/COUNTY-  FL/MARTIN
 AF7552  COUNTRY     -  US
 AF7552  USGS QUAD   -  GOMEZ (2018)
 AF7552
 AF7552                         *CURRENT SURVEY CONTROL
 AF7552  ______________________________________________________________________
 AF7552* NAD 83(1986) POSITION- 27 05 51.     (N) 080 08 41.     (W)   SCALED
 AF7552* NAVD 88 ORTHO HEIGHT -     1.300 (meters)        4.27  (feet) ADJUSTED
 AF7552  ______________________________________________________________________
 AF7552  GEOID HEIGHT    -        -27.685 (meters)                     GEOID18
 AF7552  DYNAMIC HEIGHT  -          1.298 (meters)        4.26  (feet) COMP
 AF7552  MODELED GRAVITY -    979,101.1   (mgal)                       NAVD 88
 AF7552
 AF7552  VERT ORDER      -  SECOND    CLASS I
 AF7552
 AF7552.The horizontal coordinates were scaled from a map and have
 AF7552.an estimated accuracy of +/- 6 seconds.
 AF7552
 AF7552.The orthometric height was determined by differential leveling and
 AF7552.adjusted by the NATIONAL GEODETIC SURVEY
 AF7552.in September 1996.
 AF7552
 AF7552.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7552.GEOID18 height accuracy estimate available here.
 AF7552
 AF7552.This Tidal Bench Mark is designated as VM 5467
 AF7552.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7552
 AF7552.Click photographs - Photos may exist for this station.
 AF7552
 AF7552.The dynamic height is computed by dividing the NAVD 88
 AF7552.geopotential number by the normal gravity value computed on the
 AF7552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7552.degrees latitude (g = 980.6199 gals.).
 AF7552
 AF7552.The modeled gravity was interpolated from observed gravity values.
 AF7552
 AF7552;                    North         East    Units  Estimated Accuracy
 AF7552;SPC FL E     -   306,500.      284,810.      MT  (+/- 180 meters Scaled)
 AF7552
 AF7552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK847975(NAD 83)
 AF7552
 AF7552                          SUPERSEDED SURVEY CONTROL
 AF7552
 AF7552  NGVD 29 (09/01/92)    1.750  (m)            5.74   (f) ADJUSTED    2 1
 AF7552
 AF7552.Superseded values are not recommended for survey control.
 AF7552
 AF7552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7552.See file dsdata.pdf to determine how the superseded data were derived.
 AF7552
 AF7552_MARKER: DJ = TIDAL STATION DISK
 AF7552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF7552_STAMPING: 2404 H 1981 BSM
 AF7552_MARK LOGO: FLDNR
 AF7552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7552+STABILITY: SURFACE MOTION
 AF7552
 AF7552  HISTORY     - Date     Condition        Report By
 AF7552  HISTORY     - 1981     MONUMENTED       FLDNR
 AF7552  HISTORY     - 1986     GOOD             FLDNR
 AF7552  HISTORY     - 20170210 MARK NOT FOUND   NGS
 AF7552  HISTORY     - 20230717 MARK NOT FOUND   GEOCAC
 AF7552
 AF7552                          STATION DESCRIPTION
 AF7552
 AF7552'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7552'4 MI NORTH FROM HOBE SOUND.
 AF7552'BEGIN AT HE JUNCTION OF STATE ROADS A1A AND 707 IN HOBE SOUND, GO 3.1
 AF7552'MILES NORTH ON A1A TO THE INTERSECTION OF OSPREY STREET, GO 0.2 MILE
 AF7552'EAST ON OSPREY STREET TO GOMEZ ROAD, GO 0.4 MILE NORTH ON GOMEZ ROAD
 AF7552'TO LITTLE HARBOR DRIVE S.E. AND THE ENTRANCE TO LOBLOLLY BAY COUNTRY
 AF7552'CLUB, GO 0.5 MILE EAST ON LITTLE HARBOR DRIVE S.E., GO 0.4 MILE
 AF7552'NORTHEAST ON LOBLOLLY DRIVE S.E. TO THE JUNCTION OF DOCK STREET, GO
 AF7552'0.2 MILE EAST ON DOCK STREET TO THE NORTHEAST CORNER OF THE LOBLOLLY
 AF7552'BAY CLUB PROPERTY AT THE WEST EDGE OF PECK LAKE AND THE MARK.  THE
 AF7552'MARK BEARS 17 FEET WEST-SOUTHWEST OF THE APPROXIMATE MEAN HIGH WATER
 AF7552'LINE, 11.6 FEET EAST-NORTHEAST OF THE EAST EDGE OF A STAGNANT POND,
 AF7552'59 FEET SOUTH OF TIDAL BENCH MARK 2404 2A, AND 1.8 FEET NORTHEAST OF
 AF7552'A WITNESS POST.
 AF7552
 AF7552                          STATION RECOVERY (2017)
 AF7552
 AF7552'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 AF7552'MARK NOT FOUND.
 AF7552
 AF7552                          STATION RECOVERY (2023)
 AF7552
 AF7552'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF7552'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6969 ***********************************************************************
 AF6969  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6969  DESIGNATION -  872 2404 J TIDAL
 AF6969  PID         -  AF6969
 AF6969  STATE/COUNTY-  FL/MARTIN
 AF6969  COUNTRY     -  US
 AF6969  USGS QUAD   -  GOMEZ (2018)
 AF6969
 AF6969                         *CURRENT SURVEY CONTROL
 AF6969  ______________________________________________________________________
 AF6969* NAD 83(1986) POSITION- 27 05 51.     (N) 080 08 41.     (W)   SCALED
 AF6969* NAVD 88 ORTHO HEIGHT -     0.439 (meters)        1.44  (feet) ADJUSTED
 AF6969  ______________________________________________________________________
 AF6969  GEOID HEIGHT    -        -27.685 (meters)                     GEOID18
 AF6969  DYNAMIC HEIGHT  -          0.438 (meters)        1.44  (feet) COMP
 AF6969  MODELED GRAVITY -    979,101.1   (mgal)                       NAVD 88
 AF6969
 AF6969  VERT ORDER      -  SECOND    CLASS I
 AF6969
 AF6969.The horizontal coordinates were scaled from a map and have
 AF6969.an estimated accuracy of +/- 6 seconds.
 AF6969
 AF6969.The orthometric height was determined by differential leveling and
 AF6969.adjusted by the NATIONAL GEODETIC SURVEY
 AF6969.in June 1991.
 AF6969
 AF6969.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6969.GEOID18 height accuracy estimate available here.
 AF6969
 AF6969.This Tidal Bench Mark is designated as VM 5468
 AF6969.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6969
 AF6969.Click photographs - Photos may exist for this station.
 AF6969
 AF6969.The dynamic height is computed by dividing the NAVD 88
 AF6969.geopotential number by the normal gravity value computed on the
 AF6969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6969.degrees latitude (g = 980.6199 gals.).
 AF6969
 AF6969.The modeled gravity was interpolated from observed gravity values.
 AF6969
 AF6969;                    North         East    Units  Estimated Accuracy
 AF6969;SPC FL E     -   306,500.      284,810.      MT  (+/- 180 meters Scaled)
 AF6969
 AF6969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK847975(NAD 83)
 AF6969
 AF6969                          SUPERSEDED SURVEY CONTROL
 AF6969
 AF6969  NGVD 29 (09/01/92)    0.889  (m)            2.92   (f) ADJUSTED    2 1
 AF6969
 AF6969.Superseded values are not recommended for survey control.
 AF6969
 AF6969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6969.See file dsdata.pdf to determine how the superseded data were derived.
 AF6969
 AF6969_MARKER: DB = BENCH MARK DISK
 AF6969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6969_STAMPING: 2404 J 1981 BSM
 AF6969_MARK LOGO: FLDNR
 AF6969_PROJECTION: FLUSH
 AF6969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6969+STABILITY: SURFACE MOTION
 AF6969
 AF6969  HISTORY     - Date     Condition        Report By
 AF6969  HISTORY     - 1981     MONUMENTED       FLDNR
 AF6969  HISTORY     - 1986     GOOD             FLDNR
 AF6969  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AF6969  HISTORY     - 20230717 MARK NOT FOUND   GEOCAC
 AF6969
 AF6969                          STATION DESCRIPTION
 AF6969
 AF6969'DESCRIBED BY FL DEPT OF NAT RES 1981
 AF6969'4 MI NORTH FROM HOBE SOUND.
 AF6969'THE MARK MUST BE REACHED BY BOAT.  BEGIN AT THE ST. LUCIE INLET AND GO
 AF6969'ABOUT 1.5 MILES WEST TO THE INTRACOASTAL WATERWAY, GO SOUTH ALONG THE
 AF6969'INTRACOASTAL WATERWAY FOR ABOUT 3.5 MILES TO DAY BEACON NO. 20 AND THE
 AF6969'MARK ON THE WEST SHORELINE.  THE MARK BEARS 34 FEET SOUTHWEST OF THE
 AF6969'APPROXIMATE MEAN HIGH WATER LINE, 13 FEET EAST OF THE EAST EDGE OF A
 AF6969'STAGNANT POND, 5.6 FEET SOUTHWEST OF A 10-INCH DIAMETER PINE TREE, 3.7
 AF6969'FEET NORTH-NORTHEAST OF A WITNESS POST, AND 51.8 FEET SOUTHWEST OF
 AF6969'BENCH MARK 2404 F 1981 BSM.
 AF6969
 AF6969                          STATION RECOVERY (1986)
 AF6969
 AF6969'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6969'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT A NEW TO REACH IS
 AF6969'AS FOLLOWS.  BEGIN AT THE JUNCTION OF STATE ROADS A1A AND 707 IN HOBE
 AF6969'SOUND, GO 3.1 MILES NORTH ON A1A TO THE INTERSECTION OF OSPREY
 AF6969'STREET, GO 0.2 MILE EAST ON OSPREY STREET TO GOMEZ ROAD, GO 0.4 MILE
 AF6969'NORTH ON GOMEZ ROAD TO LITTLE HARBOR DRIVE S.E. AND THE ENTRANCE TO
 AF6969'LOBLOLLY BAY CLUB, GO 0.05 MILE EAST ON LITTLE HARBOR DRIVE S.E.,
 AF6969'THEN 0.4 MILE NORTH AND EAST ON LOBLOLLY DRIVE S.E. TO THE JUNCTION
 AF6969'OF DOCK STREET, GO 0.2 MILE EAST ON DOCK STREET TO THE NORTHEAST
 AF6969'CORNER OF THE LOBLOLLY BAY CLUB PROPERTY AT THE WEST EDGE OF PECK
 AF6969'LAKE AND THE MARK.
 AF6969
 AF6969                          STATION RECOVERY (1990)
 AF6969
 AF6969'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6969'MARK NOT FOUND.
 AF6969
 AF6969                          STATION RECOVERY (2023)
 AF6969
 AF6969'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF6969'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7549 ***********************************************************************
 AF7549  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7549  DESIGNATION -  872 2404 K
 AF7549  PID         -  AF7549
 AF7549  STATE/COUNTY-  FL/MARTIN
 AF7549  COUNTRY     -  US
 AF7549  USGS QUAD   -  GOMEZ (2018)
 AF7549
 AF7549                         *CURRENT SURVEY CONTROL
 AF7549  ______________________________________________________________________
 AF7549* NAD 83(1986) POSITION- 27 06 32.9    (N) 080 09 01.8    (W)   HD_HELD2
 AF7549* NAVD 88 ORTHO HEIGHT -     3.087 (meters)       10.13  (feet) ADJUSTED
 AF7549  ______________________________________________________________________
 AF7549  GEOID HEIGHT    -        -27.689 (meters)                     GEOID18
 AF7549  DYNAMIC HEIGHT  -          3.082 (meters)       10.11  (feet) COMP
 AF7549  MODELED GRAVITY -    979,102.1   (mgal)                       NAVD 88
 AF7549
 AF7549  VERT ORDER      -  SECOND    CLASS I
 AF7549
 AF7549.The horizontal coordinates were established by autonomous hand held GPS
 AF7549.observations and have an estimated accuracy of +/- 10 meters.
 AF7549
 AF7549.The orthometric height was determined by differential leveling and
 AF7549.adjusted by the NATIONAL GEODETIC SURVEY
 AF7549.in September 1996.
 AF7549
 AF7549.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7549.GEOID18 height accuracy estimate available here.
 AF7549
 AF7549.This Tidal Bench Mark is designated as VM 5470
 AF7549.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7549
 AF7549.Click photographs - Photos may exist for this station.
 AF7549
 AF7549.The dynamic height is computed by dividing the NAVD 88
 AF7549.geopotential number by the normal gravity value computed on the
 AF7549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7549.degrees latitude (g = 980.6199 gals.).
 AF7549
 AF7549.The modeled gravity was interpolated from observed gravity values.
 AF7549
 AF7549;                    North         East    Units  Estimated Accuracy
 AF7549;SPC FL E     -   307,781.      284,232.      MT  (+/- 10 meters HH2 GPS)
 AF7549
 AF7549_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8420398807(NAD 83)
 AF7549
 AF7549                          SUPERSEDED SURVEY CONTROL
 AF7549
 AF7549  NGVD 29 (09/01/92)    3.538  (m)           11.61   (f) ADJUSTED    2 1
 AF7549
 AF7549.Superseded values are not recommended for survey control.
 AF7549
 AF7549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7549.See file dsdata.pdf to determine how the superseded data were derived.
 AF7549
 AF7549_MARKER: DJ = TIDAL STATION DISK
 AF7549_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF7549_SP_SET: ELECTRICAL SERVICE VAULT
 AF7549_STAMPING: 2404 K 1986
 AF7549_MARK LOGO: NOS
 AF7549_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7549_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7549_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF7549+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2023
 AF7549
 AF7549  HISTORY     - Date     Condition        Report By
 AF7549  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7549  HISTORY     - 20051104 GOOD             FLDEP
 AF7549  HISTORY     - 20230717 GOOD             GEOCAC
 AF7549
 AF7549                          STATION DESCRIPTION
 AF7549
 AF7549'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7549'3.9 MI NORTH FROM HOBE SOUND.
 AF7549'BEGIN AT THE JUNCTION OF STATE ROADS A1A AND 707 IN HOBE SOUND, GO
 AF7549'3.1 MILES NORTH ON A1A TO THE INTERSECTION OF OSPREY STREET, GO 0.2
 AF7549'MILE EAST ON OSPREY STREET TO GOMEZ ROAD, GO 0.4 MILE NORTH ON GOMEZ
 AF7549'ROAD TO LITTLE HARBOR DRIVE SE AND THE ENTRANCE TO LOBLOLLY BAY CLUB,
 AF7549'GO 0.1 MILE EAST ON LITTLE HARBOUR DRIVE SE TO THE MARK.  THE MARK IS
 AF7549'SET IN THE EAST CORNER OF AN 8.3 BY 7.2 FOOT CONCRETE PAD WITH TWO
 AF7549'ALUMINUM HATCHWAY DOORS (TOP OF A BELOW GROUND SERVICE BOX).  THE
 AF7549'MARK BEARS 7.8 FEET NORTH-NORTHWEST OF THE NORTH EDGE OF THE PAVEMENT
 AF7549'FOR LITTLE HARBOUR DRIVE SE, 133.0 FEET EAST-NORTHEAST OF THE
 AF7549'CENTERLINE OF LOBLOLLY BAY DRIVE, AND 156.0 FEET WEST-SOUTHWEST OF
 AF7549'THE CENTERLINE OF THE DRIVE FOR THE TENNIS AND SWIM CLUB.
 AF7549
 AF7549                          STATION RECOVERY (2005)
 AF7549
 AF7549'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF7549'RECOVERED AS DESCRIBED.
 AF7549
 AF7549                          STATION RECOVERY (2023)
 AF7549
 AF7549'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF7549'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3748 ***********************************************************************
 DM3748  DESIGNATION -  872 2404 L
 DM3748  PID         -  DM3748
 DM3748  STATE/COUNTY-  FL/MARTIN
 DM3748  COUNTRY     -  US
 DM3748  USGS QUAD   -  GOMEZ (2018)
 DM3748
 DM3748                         *CURRENT SURVEY CONTROL
 DM3748  ______________________________________________________________________
 DM3748* NAD 83(1986) POSITION- 27 06 41.1    (N) 080 09 08.6    (W)   HD_HELD2
 DM3748* NAVD 88 ORTHO HEIGHT -     3.454 (meters)       11.33  (feet) ADJUSTED
 DM3748  ______________________________________________________________________
 DM3748  GEOID HEIGHT    -        -27.687 (meters)                     GEOID18
 DM3748  DYNAMIC HEIGHT  -          3.448 (meters)       11.31  (feet) COMP
 DM3748  MODELED GRAVITY -    979,102.6   (mgal)                       NAVD 88
 DM3748
 DM3748  VERT ORDER      -  SECOND    CLASS I
 DM3748
 DM3748.The horizontal coordinates were established by autonomous hand held GPS
 DM3748.observations and have an estimated accuracy of +/- 10 meters.
 DM3748
 DM3748.The orthometric height was determined by differential leveling and
 DM3748.adjusted by the NATIONAL GEODETIC SURVEY
 DM3748.in June 2011.
 DM3748
 DM3748.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3748.GEOID18 height accuracy estimate available here.
 DM3748
 DM3748.Click photographs - Photos may exist for this station.
 DM3748
 DM3748.The dynamic height is computed by dividing the NAVD 88
 DM3748.geopotential number by the normal gravity value computed on the
 DM3748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3748.degrees latitude (g = 980.6199 gals.).
 DM3748
 DM3748.The modeled gravity was interpolated from observed gravity values.
 DM3748
 DM3748;                    North         East    Units  Estimated Accuracy
 DM3748;SPC FL E     -   308,032.      284,043.      MT  (+/- 10 meters HH2 GPS)
 DM3748
 DM3748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8401499058(NAD 83)
 DM3748
 DM3748                          SUPERSEDED SURVEY CONTROL
 DM3748
 DM3748.No superseded survey control is available for this station.
 DM3748
 DM3748_MARKER: F = FLANGE-ENCASED ROD
 DM3748_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM3748_STAMPING: 2404 L 2005
 DM3748_MARK LOGO: NGS
 DM3748_PROJECTION: FLUSH
 DM3748_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3748+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2023
 DM3748_ROD/PIPE-DEPTH: 20.6 meters
 DM3748
 DM3748  HISTORY     - Date     Condition        Report By
 DM3748  HISTORY     - 20051216 MONUMENTED       FLDEP
 DM3748  HISTORY     - 20230717 GOOD             GEOCAC
 DM3748
 DM3748                          STATION DESCRIPTION
 DM3748
 DM3748'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JRH)
 DM3748'THE MARK IS NORTH OF THE ENTRANCE DRIVE OF LOBLOLLY BAY, IN SECTION
 DM3748'37, TOWNSHIP 39 SOUTH, RANGE 42 EAST.
 DM3748'
 DM3748'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 708 AND STATE
 DM3748'HIGHWAY A1A (SOUTHEAST DIXIE HIGHWAY) IN HOBE SOUND, GO NORTH ON STATE
 DM3748'HIGHWAY A1A FOR 3.0 MI (4.8 KM) TO THE INTERSECTION OF OSPREY ST. TURN
 DM3748'RIGHT ON OSPREY ST AND GO EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF
 DM3748'SOUTHEAST GOMEZ AVENUE.  TURN LEFT ON GOMEZ AVENUE AND GO NORTH FOR
 DM3748'0.5 MI (0.8 KM) TO THE ENTRANCE DRIVE TO LOBLOLLY BAY ON THE RIGHT AND
 DM3748'THE MARK, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 67.6
 DM3748'FT (20.6 M) WITH AN NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE
 DM3748'GROUND AND LEVEL WITH THE ENTRANCE DRIVE, THE DATUM POINT IS RECESSED
 DM3748'0.5 FT (0.2 M) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO
 DM3748'CAP.
 DM3748'
 DM3748'THE MARK IS LOCATED 153.0 FT (46.6 M) NORTH OF THE APPROXIMATE CENTER
 DM3748'OF THE MEDIAN ISLAND AT THE ENTRANCE OF LOBLOLLY BAY, 85.3 FT (26.0 M)
 DM3748'NORTHEAST OF A WOODEN POWER POLE ON THE WEST SIDE OF GOMEZ AVENUE WITH
 DM3748'A STREET LIGHT AND NUMBER 6 7552 1307 ATTACHED, 75.3 FT (23.0 M) NORTH
 DM3748'OF THE SOUTH CORNER OF A 6.0 FT (1.8 M) CHAIN LINK FENCE WITH 3
 DM3748'STRANDS OF BARBED WIRE, 0.9 FT (0.3 M) WEST OF A 6.0 FT (1.8 M) CHAIN
 DM3748'LINK FENCE WITH 3 STRANDS OF BARBED WIRE AND 0.8 FT (0.2 M) WEST OF A
 DM3748'CARSONITE WITNESS POST.
 DM3748'
 DM3748'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM3748'NATIONAL GEODETIC SURVEY LOGO CAP.
 DM3748
 DM3748                          STATION RECOVERY (2023)
 DM3748
 DM3748'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DM3748'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3747 ***********************************************************************
 DM3747  DESIGNATION -  872 2404 M
 DM3747  PID         -  DM3747
 DM3747  STATE/COUNTY-  FL/MARTIN
 DM3747  COUNTRY     -  US
 DM3747  USGS QUAD   -  GOMEZ (2018)
 DM3747
 DM3747                         *CURRENT SURVEY CONTROL
 DM3747  ______________________________________________________________________
 DM3747* NAD 83(1986) POSITION- 27 06 19.54   (N) 080 08 59.05   (W)   HD_HELD1
 DM3747* NAVD 88 ORTHO HEIGHT -     3.661 (meters)       12.01  (feet) ADJUSTED
 DM3747  ______________________________________________________________________
 DM3747  GEOID HEIGHT    -        -27.684 (meters)                     GEOID18
 DM3747  DYNAMIC HEIGHT  -          3.655 (meters)       11.99  (feet) COMP
 DM3747  MODELED GRAVITY -    979,101.9   (mgal)                       NAVD 88
 DM3747
 DM3747  VERT ORDER      -  SECOND    CLASS I
 DM3747
 DM3747.The horizontal coordinates were determined by differentially corrected
 DM3747.hand held GPS observations or other comparable positioning techniques
 DM3747.and have an estimated accuracy of +/- 3 meters.
 DM3747
 DM3747.The orthometric height was determined by differential leveling and
 DM3747.adjusted by the NATIONAL GEODETIC SURVEY
 DM3747.in June 2011.
 DM3747
 DM3747.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3747.GEOID18 height accuracy estimate available here.
 DM3747
 DM3747.Click photographs - Photos may exist for this station.
 DM3747
 DM3747.The dynamic height is computed by dividing the NAVD 88
 DM3747.geopotential number by the normal gravity value computed on the
 DM3747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3747.degrees latitude (g = 980.6199 gals.).
 DM3747
 DM3747.The modeled gravity was interpolated from observed gravity values.
 DM3747
 DM3747;                    North         East    Units  Estimated Accuracy
 DM3747;SPC FL E     -   307,370.3     284,310.9     MT  (+/- 3 meters HH1 GPS) 
 DM3747
 DM3747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8428298397(NAD 83)
 DM3747
 DM3747                          SUPERSEDED SURVEY CONTROL
 DM3747
 DM3747.No superseded survey control is available for this station.
 DM3747
 DM3747_MARKER: DD = SURVEY DISK
 DM3747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3747_STAMPING: 2404 M 2005
 DM3747_MARK LOGO: FLDEP
 DM3747_PROJECTION: RECESSED 10 CENTIMETERS
 DM3747_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3747+STABILITY: SURFACE MOTION
 DM3747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3747+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2023
 DM3747
 DM3747  HISTORY     - Date     Condition        Report By
 DM3747  HISTORY     - 20051216 MONUMENTED       FLDEP
 DM3747  HISTORY     - 20230717 GOOD             GEOCAC
 DM3747
 DM3747                          STATION DESCRIPTION
 DM3747
 DM3747'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JRH)
 DM3747'THE MARK IS AT PECK LAKE PARK, IN SECTION 37, TOWNSHIP 39 SOUTH, RANGE
 DM3747'42 EAST.
 DM3747'
 DM3747'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 708 AND STATE
 DM3747'HIGHWAY A1A (SOUTHEAST DIXIE HIGHWAY) IN HOBE SOUND, GO NORTH ON STATE
 DM3747'HIGHWAY A1A FOR 3.0 MI (4.8 KM) TO THE INTERSECTION OF OSPREY ST. TURN
 DM3747'RIGHT ON OSPREY ST AND GO EAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF
 DM3747'SOUTHEAST GOMEZ AVENUE.  TURN LEFT ON GOMEZ AVENUE AND GO NORTH FOR
 DM3747'0.2 MI (0.3 KM) TO THE ENTRANCE TO PECK LAKE PARK ON THE RIGHT AND THE
 DM3747'MARK, A FLDEP SURVEY DISK SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 DM3747'WITH THE GROUND AND 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE ENTRANCE
 DM3747'ROAD.
 DM3747'
 DM3747'THE MARK IS LOCATED 38.4 FT (11.7 M) EAST OF THE APPROXIMATE
 DM3747'CENTERLINE OF GOMEZ AVENUE, 26.8 FT (8.2 M) SOUTH OF THE CENTERLINE OF
 DM3747'THE PECK LAKE PARK ENTRANCE ROAD, 12.3 FT (3.7 M) EAST OF THE EAST
 DM3747'EDGE OF A 5.0 FT (1.5 M) CONCRETE SIDEWALK AND 1.6 FT (0.5 M) WEST OF
 DM3747'A CARSONITE WITNESS POST.
 DM3747
 DM3747                          STATION RECOVERY (2023)
 DM3747
 DM3747'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DM3747'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7550 ***********************************************************************
 AF7550  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7550  DESIGNATION -  872 2404 TIDAL 2 A
 AF7550  PID         -  AF7550
 AF7550  STATE/COUNTY-  FL/MARTIN
 AF7550  COUNTRY     -  US
 AF7550  USGS QUAD   -  GOMEZ (2018)
 AF7550
 AF7550                         *CURRENT SURVEY CONTROL
 AF7550  ______________________________________________________________________
 AF7550* NAD 83(1986) POSITION- 27 05 51.     (N) 080 08 41.     (W)   SCALED
 AF7550* NAVD 88 ORTHO HEIGHT -     0.283 (meters)        0.93  (feet) ADJUSTED
 AF7550  ______________________________________________________________________
 AF7550  GEOID HEIGHT    -        -27.685 (meters)                     GEOID18
 AF7550  DYNAMIC HEIGHT  -          0.282 (meters)        0.93  (feet) COMP
 AF7550  MODELED GRAVITY -    979,101.1   (mgal)                       NAVD 88
 AF7550
 AF7550  VERT ORDER      -  SECOND    CLASS I
 AF7550
 AF7550.The horizontal coordinates were scaled from a map and have
 AF7550.an estimated accuracy of +/- 6 seconds.
 AF7550
 AF7550.The orthometric height was determined by differential leveling and
 AF7550.adjusted by the NATIONAL GEODETIC SURVEY
 AF7550.in September 1996.
 AF7550
 AF7550.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7550.GEOID18 height accuracy estimate available here.
 AF7550
 AF7550.This Tidal Bench Mark is designated as VM 5464
 AF7550.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7550
 AF7550.Click photographs - Photos may exist for this station.
 AF7550
 AF7550.The dynamic height is computed by dividing the NAVD 88
 AF7550.geopotential number by the normal gravity value computed on the
 AF7550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7550.degrees latitude (g = 980.6199 gals.).
 AF7550
 AF7550.The modeled gravity was interpolated from observed gravity values.
 AF7550
 AF7550;                    North         East    Units  Estimated Accuracy
 AF7550;SPC FL E     -   306,500.      284,810.      MT  (+/- 180 meters Scaled)
 AF7550
 AF7550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK847975(NAD 83)
 AF7550
 AF7550                          SUPERSEDED SURVEY CONTROL
 AF7550
 AF7550  NGVD 29 (09/01/92)    0.732  (m)            2.40   (f) ADJUSTED    2 1
 AF7550
 AF7550.Superseded values are not recommended for survey control.
 AF7550
 AF7550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7550.See file dsdata.pdf to determine how the superseded data were derived.
 AF7550
 AF7550_MARKER: DJ = TIDAL STATION DISK
 AF7550_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AF7550_STAMPING: NO 2A 1973
 AF7550_MARK LOGO: NOS
 AF7550_MAGNETIC: P = MARKER IS A STEEL PIPE
 AF7550_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7550
 AF7550  HISTORY     - Date     Condition        Report By
 AF7550  HISTORY     - 1973     MONUMENTED       NOS
 AF7550  HISTORY     - 1986     GOOD             FLDNR
 AF7550  HISTORY     - 20230717 MARK NOT FOUND   GEOCAC
 AF7550
 AF7550                          STATION DESCRIPTION
 AF7550
 AF7550'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7550'4 MI NORTH FROM HOBE SOUND.
 AF7550'BEGIN AT HE JUNCTION OF STATE ROADS A1A AND 707 IN HOBE SOUND, GO 3.1
 AF7550'MILES NORTH ON A1A TO THE INTERSECTION OF OSPREY STREET, GO 0.2 MILE
 AF7550'EAST ON OSPREY STREET TO GOMEZ ROAD, GO 0.4 MILE NORTH ON GOMEZ ROAD
 AF7550'TO LITTLE HARBOR DRIVE S.E. AND THE ENTRANCE TO LOBLOLLY BAY COUNTRY
 AF7550'CLUB, GO 0.5 MILE EAST ON LITTLE HARBOR DRIVE S.E., GO 0.4 MILE
 AF7550'NORTHEAST ON LOBLOLLY DRIVE S.E. TO THE JUNCTION OF DOCK STREET, GO
 AF7550'0.2 MILE EAST ON DOCK STREET TO THE NORTHEAST CORNER OF THE LOBLOLLY
 AF7550'BAY CLUB PROPERTY AT THE WEST EDGE OF PECK LAKE AND THE MARK.  THE
 AF7550'MARK BEARS 16 FEET EAST OF THE CENTER OF THE BERM, WEST OF DAYBEACON
 AF7550'20, AND 5.2 FEET NORTHEAST OF A WITNESS POST.  ALSO THE MARK PROJECTS
 AF7550'1 FOOT AND IS IN THE WATER AT HIGH TIDE.
 AF7550
 AF7550                          STATION RECOVERY (2023)
 AF7550
 AF7550'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF7550'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6973 ***********************************************************************
 AF6973  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6973  DESIGNATION -  872 2414 3
 AF6973  PID         -  AF6973
 AF6973  STATE/COUNTY-  FL/MARTIN
 AF6973  COUNTRY     -  US
 AF6973  USGS QUAD   -  GOMEZ (2018)
 AF6973
 AF6973                         *CURRENT SURVEY CONTROL
 AF6973  ______________________________________________________________________
 AF6973* NAD 83(1986) POSITION- 27 05 39.25   (N) 080 08 16.61   (W)   HD_HELD1
 AF6973* NAVD 88 ORTHO HEIGHT -     0.666 (meters)        2.19  (feet) ADJUSTED
 AF6973  ______________________________________________________________________
 AF6973  GEOID HEIGHT    -        -27.703 (meters)                     GEOID18
 AF6973  DYNAMIC HEIGHT  -          0.664 (meters)        2.18  (feet) COMP
 AF6973  MODELED GRAVITY -    979,100.4   (mgal)                       NAVD 88
 AF6973
 AF6973  VERT ORDER      -  SECOND    CLASS I
 AF6973
 AF6973.The horizontal coordinates were determined by differentially corrected
 AF6973.hand held GPS observations or other comparable positioning techniques
 AF6973.and have an estimated accuracy of +/- 3 meters.
 AF6973
 AF6973.The orthometric height was determined by differential leveling and
 AF6973.adjusted by the NATIONAL GEODETIC SURVEY
 AF6973.in June 1991.
 AF6973
 AF6973.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6973.GEOID18 height accuracy estimate available here.
 AF6973
 AF6973.This Tidal Bench Mark is designated as VM 5473
 AF6973.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6973
 AF6973.Click photographs - Photos may exist for this station.
 AF6973
 AF6973.The dynamic height is computed by dividing the NAVD 88
 AF6973.geopotential number by the normal gravity value computed on the
 AF6973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6973.degrees latitude (g = 980.6199 gals.).
 AF6973
 AF6973.The modeled gravity was interpolated from observed gravity values.
 AF6973
 AF6973;                    North         East    Units  Estimated Accuracy
 AF6973;SPC FL E     -   306,138.1     285,488.4     MT  (+/- 3 meters HH1 GPS) 
 AF6973
 AF6973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8545997165(NAD 83)
 AF6973
 AF6973                          SUPERSEDED SURVEY CONTROL
 AF6973
 AF6973  NGVD 29 (09/01/92)    1.120  (m)            3.67   (f) ADJUSTED    2 1
 AF6973
 AF6973.Superseded values are not recommended for survey control.
 AF6973
 AF6973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6973.See file dsdata.pdf to determine how the superseded data were derived.
 AF6973
 AF6973_MARKER: DB = BENCH MARK DISK
 AF6973_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6973_SP_SET: SEAWALL
 AF6973_STAMPING: NO 3 1972
 AF6973_MARK LOGO: CGS
 AF6973_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6973+STABILITY: SURFACE MOTION
 AF6973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6973+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AF6973
 AF6973  HISTORY     - Date     Condition        Report By
 AF6973  HISTORY     - 1972     MONUMENTED       NOS
 AF6973  HISTORY     - 1980     GOOD             FLDNR
 AF6973  HISTORY     - 1986     GOOD             FLDNR
 AF6973  HISTORY     - 1989     GOOD             USPSQD
 AF6973  HISTORY     - 1990     POOR             USPSQD
 AF6973  HISTORY     - 20051014 GOOD             FLDEP
 AF6973  HISTORY     - 20230724 MARK NOT FOUND   GEOCAC
 AF6973
 AF6973                          STATION DESCRIPTION
 AF6973
 AF6973'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6973'2.3 MI NORTH FROM HOBE SOUND.
 AF6973'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6973'HOBE SOUND, PROCEED EASTERLY 0.1 MILE ALONG STATE ROAD 707 TO THE
 AF6973'JUNCTION OF GOMEZ AVENUE, PROCEED NORTHERLY 2.35 MILES ALONG GOMEZ
 AF6973'AVENUE TO THE JUNCTION OF COCONUT STREET, PROCEED EASTERLY 0.3 MILE
 AF6973'ALONG COCONUT STREET TO ITS END AND THE MARK.  THE MARK IS JUST WEST
 AF6973'OF THE SOUTHWEST PROPERTY CORNER AT 8598 COCONUT STREET (MOORMAN
 AF6973'RESIDENCE), 40 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A
 AF6973'SCREENED-IN PORCH AND POOL AT THE GOULD RESIDENCE, AND 137.3 FEET WEST
 AF6973'OF THE WEST TANGENT POINT OF THE SOUTHEAST CORNER OF THE SEAWALL.
 AF6973
 AF6973                          STATION RECOVERY (1986)
 AF6973
 AF6973'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6973'RECOVERED IN GOOD CONDITION AND AS DESCRIBED IN THE FLDNR RECOVERY
 AF6973'DESCRIPTION OF 1980.  EXCEPT THE GOULD RESIDENCE IS NOW THE GREENE
 AF6973'HOME AT HOUSE NO 8578.
 AF6973
 AF6973                          STATION RECOVERY (1989)
 AF6973
 AF6973'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6973'RECOVERED IN GOOD CONDITION.
 AF6973
 AF6973                          STATION RECOVERY (1990)
 AF6973
 AF6973'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6973'MARK RECOVERED IN POOR CONDITION.
 AF6973
 AF6973                          STATION RECOVERY (2005)
 AF6973
 AF6973'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6973'RECOVERED AS DESCRIBED.
 AF6973
 AF6973                          STATION RECOVERY (2023)
 AF6973
 AF6973'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF6973'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7553 ***********************************************************************
 AF7553  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7553  DESIGNATION -  872 2414 F
 AF7553  PID         -  AF7553
 AF7553  STATE/COUNTY-  FL/MARTIN
 AF7553  COUNTRY     -  US
 AF7553  USGS QUAD   -  GOMEZ (2018)
 AF7553
 AF7553                         *CURRENT SURVEY CONTROL
 AF7553  ______________________________________________________________________
 AF7553* NAD 83(1986) POSITION- 27 05 35.94   (N) 080 08 32.96   (W)   HD_HELD1
 AF7553* NAVD 88 ORTHO HEIGHT -     1.490 (meters)        4.89  (feet) ADJUSTED
 AF7553  ______________________________________________________________________
 AF7553  GEOID HEIGHT    -        -27.683 (meters)                     GEOID18
 AF7553  DYNAMIC HEIGHT  -          1.488 (meters)        4.88  (feet) COMP
 AF7553  MODELED GRAVITY -    979,100.6   (mgal)                       NAVD 88
 AF7553
 AF7553  VERT ORDER      -  SECOND    CLASS I
 AF7553
 AF7553.The horizontal coordinates were determined by differentially corrected
 AF7553.hand held GPS observations or other comparable positioning techniques
 AF7553.and have an estimated accuracy of +/- 3 meters.
 AF7553
 AF7553.The orthometric height was determined by differential leveling and
 AF7553.adjusted by the NATIONAL GEODETIC SURVEY
 AF7553.in June 2011.
 AF7553
 AF7553.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7553.GEOID18 height accuracy estimate available here.
 AF7553
 AF7553.This Tidal Bench Mark is designated as VM 5476
 AF7553.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7553
 AF7553.Click photographs - Photos may exist for this station.
 AF7553
 AF7553.The dynamic height is computed by dividing the NAVD 88
 AF7553.geopotential number by the normal gravity value computed on the
 AF7553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7553.degrees latitude (g = 980.6199 gals.).
 AF7553
 AF7553.The modeled gravity was interpolated from observed gravity values.
 AF7553
 AF7553;                    North         East    Units  Estimated Accuracy
 AF7553;SPC FL E     -   306,033.2     285,038.7     MT  (+/- 3 meters HH1 GPS) 
 AF7553
 AF7553_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8500997060(NAD 83)
 AF7553
 AF7553                          SUPERSEDED SURVEY CONTROL
 AF7553
 AF7553  NAVD 88 (09/06/96)    1.495  (m)            4.90   (f) SUPERSEDED  2 1
 AF7553  NGVD 29 (09/01/92)    1.949  (m)            6.39   (f) ADJUSTED    2 1
 AF7553
 AF7553.Superseded values are not recommended for survey control.
 AF7553
 AF7553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7553.See file dsdata.pdf to determine how the superseded data were derived.
 AF7553
 AF7553_MARKER: DJ = TIDAL STATION DISK
 AF7553_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF7553_SP_SET: BOX DRAIN
 AF7553_STAMPING: 2414 F 1986
 AF7553_MARK LOGO: NOS
 AF7553_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7553+STABILITY: SURFACE MOTION
 AF7553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7553+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 AF7553
 AF7553  HISTORY     - Date     Condition        Report By
 AF7553  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7553  HISTORY     - 20051014 GOOD             FLDEP
 AF7553  HISTORY     - 20230720 GOOD             GEOCAC
 AF7553
 AF7553                          STATION DESCRIPTION
 AF7553
 AF7553'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7553'2.3 MI NORTH FROM HOBE SOUND.
 AF7553'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF7553'HOBE SOUND, GO EASTERLY 0.1 MILE ALONG STATE ROAD 707 TO THE JUNCTON
 AF7553'OF GOMEZ AVENUE, GO NORTHERLY 2.35 MILES ALONG GOMEZ AVENUE TO THE
 AF7553'MARK.  THE IS SET IN THE SOUTHWEST CORNER OF A CONCRETE BOX DRAIN AND
 AF7553'BEARS 28.4 FEET WEST OF THE CENTERLINE OF GOMEZ AVENUE, 26 FEET SOUTH
 AF7553'OF THE CENTERLINE OF COCONUT STREET, AND 3.7 FEET WEST OF THE WEST
 AF7553'EDGE OF THE SIDEWALK.  THE MARK IS 0.3 FOOT BELOW GROUND.
 AF7553
 AF7553                          STATION RECOVERY (2005)
 AF7553
 AF7553'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF7553'RECOVERED AS DESCRIBED.
 AF7553
 AF7553                          STATION RECOVERY (2023)
 AF7553
 AF7553'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF7553'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7554 ***********************************************************************
 AF7554  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7554  DESIGNATION -  872 2414 G TIDAL
 AF7554  PID         -  AF7554
 AF7554  STATE/COUNTY-  FL/MARTIN
 AF7554  COUNTRY     -  US
 AF7554  USGS QUAD   -  GOMEZ (2018)
 AF7554
 AF7554                         *CURRENT SURVEY CONTROL
 AF7554  ______________________________________________________________________
 AF7554* NAD 83(1986) POSITION- 27 05 36.     (N) 080 08 34.     (W)   SCALED
 AF7554* NAVD 88 ORTHO HEIGHT -     1.636 (meters)        5.37  (feet) ADJUSTED
 AF7554  ______________________________________________________________________
 AF7554  GEOID HEIGHT    -        -27.682 (meters)                     GEOID18
 AF7554  DYNAMIC HEIGHT  -          1.633 (meters)        5.36  (feet) COMP
 AF7554  MODELED GRAVITY -    979,100.6   (mgal)                       NAVD 88
 AF7554
 AF7554  VERT ORDER      -  SECOND    CLASS I
 AF7554
 AF7554.The horizontal coordinates were scaled from a map and have
 AF7554.an estimated accuracy of +/- 6 seconds.
 AF7554
 AF7554.The orthometric height was determined by differential leveling and
 AF7554.adjusted by the NATIONAL GEODETIC SURVEY
 AF7554.in September 1996.
 AF7554
 AF7554.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7554.GEOID18 height accuracy estimate available here.
 AF7554
 AF7554.This Tidal Bench Mark is designated as VM 5477
 AF7554.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7554
 AF7554.Click photographs - Photos may exist for this station.
 AF7554
 AF7554.The dynamic height is computed by dividing the NAVD 88
 AF7554.geopotential number by the normal gravity value computed on the
 AF7554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7554.degrees latitude (g = 980.6199 gals.).
 AF7554
 AF7554.The modeled gravity was interpolated from observed gravity values.
 AF7554
 AF7554;                    North         East    Units  Estimated Accuracy
 AF7554;SPC FL E     -   306,040.      285,010.      MT  (+/- 180 meters Scaled)
 AF7554
 AF7554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK849970(NAD 83)
 AF7554
 AF7554                          SUPERSEDED SURVEY CONTROL
 AF7554
 AF7554  NGVD 29 (09/01/92)    2.090  (m)            6.86   (f) ADJUSTED    2 1
 AF7554
 AF7554.Superseded values are not recommended for survey control.
 AF7554
 AF7554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7554.See file dsdata.pdf to determine how the superseded data were derived.
 AF7554
 AF7554_MARKER: DJ = TIDAL STATION DISK
 AF7554_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AF7554_SP_SET: CONCRET BOX DRAIN
 AF7554_STAMPING: 2414 G 1986
 AF7554_MARK LOGO: FLDNR
 AF7554_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7554
 AF7554  HISTORY     - Date     Condition        Report By
 AF7554  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7554  HISTORY     - 20230720 MARK NOT FOUND   GEOCAC
 AF7554
 AF7554                          STATION DESCRIPTION
 AF7554
 AF7554'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7554'2.3 MI NORTH FROM HOBE SOUND.
 AF7554'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF7554'HOBE SOUND, GO EASTERLY 0.1 MILE ALONG STATE ROAD 707 TO THE JUNCTON
 AF7554'OF GOMEZ AVENUE, GO NORTHERLY 2.35 MILES ALONG GOMEZ AVENUE TO THE
 AF7554'MARK.  THE MARK BEARS 17.4 FEET WEST OF THE CENTERLINE OF GOMEZ
 AF7554'AVENUE, 145 FEET NORTH OF THE CENTERLINE OF COCONUT STREET, 5.3 FEET
 AF7554'EAST OF THE EAST EDGE OF THE SIDEWALK, 1.5 FEET NORTH OF THE
 AF7554'SOUTHEAST CORNER OF THE DRAIN, AND 171 FEET NORTH OF 2414 F. THE
 AF7554'MARK IS 1 FOOT BELOW GROUND.
 AF7554
 AF7554                          STATION RECOVERY (2023)
 AF7554
 AF7554'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF7554'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7555 ***********************************************************************
 AF7555  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7555  DESIGNATION -  872 2414 H
 AF7555  PID         -  AF7555
 AF7555  STATE/COUNTY-  FL/MARTIN
 AF7555  COUNTRY     -  US
 AF7555  USGS QUAD   -  GOMEZ (2018)
 AF7555
 AF7555                         *CURRENT SURVEY CONTROL
 AF7555  ______________________________________________________________________
 AF7555* NAD 83(1986) POSITION- 27 05 39.45   (N) 080 08 34.51   (W)   HD_HELD1
 AF7555* NAVD 88 ORTHO HEIGHT -     1.467 (meters)        4.81  (feet) ADJUSTED
 AF7555  ______________________________________________________________________
 AF7555  GEOID HEIGHT    -        -27.684 (meters)                     GEOID18
 AF7555  DYNAMIC HEIGHT  -          1.464 (meters)        4.80  (feet) COMP
 AF7555  MODELED GRAVITY -    979,100.7   (mgal)                       NAVD 88
 AF7555
 AF7555  VERT ORDER      -  SECOND    CLASS I
 AF7555
 AF7555.The horizontal coordinates were determined by differentially corrected
 AF7555.hand held GPS observations or other comparable positioning techniques
 AF7555.and have an estimated accuracy of +/- 3 meters.
 AF7555
 AF7555.The orthometric height was determined by differential leveling and
 AF7555.adjusted by the NATIONAL GEODETIC SURVEY
 AF7555.in September 1996.
 AF7555
 AF7555.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7555.GEOID18 height accuracy estimate available here.
 AF7555
 AF7555.This Tidal Bench Mark is designated as VM 5478
 AF7555.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7555
 AF7555.Click photographs - Photos may exist for this station.
 AF7555
 AF7555.The dynamic height is computed by dividing the NAVD 88
 AF7555.geopotential number by the normal gravity value computed on the
 AF7555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7555.degrees latitude (g = 980.6199 gals.).
 AF7555
 AF7555.The modeled gravity was interpolated from observed gravity values.
 AF7555
 AF7555;                    North         East    Units  Estimated Accuracy
 AF7555;SPC FL E     -   306,140.9     284,995.2     MT  (+/- 3 meters HH1 GPS) 
 AF7555
 AF7555_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8496697168(NAD 83)
 AF7555
 AF7555                          SUPERSEDED SURVEY CONTROL
 AF7555
 AF7555  NGVD 29 (09/01/92)    1.921  (m)            6.30   (f) ADJUSTED    2 1
 AF7555
 AF7555.Superseded values are not recommended for survey control.
 AF7555
 AF7555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7555.See file dsdata.pdf to determine how the superseded data were derived.
 AF7555
 AF7555_MARKER: DJ = TIDAL STATION DISK
 AF7555_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF7555_SP_SET: BOX DRAIN
 AF7555_STAMPING: 2414 H 1986
 AF7555_MARK LOGO: NOS
 AF7555_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF7555_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF7555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF7555+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2005
 AF7555
 AF7555  HISTORY     - Date     Condition        Report By
 AF7555  HISTORY     - 1986     MONUMENTED       FLDNR
 AF7555  HISTORY     - 20051014 GOOD             FLDEP
 AF7555  HISTORY     - 20230720 MARK NOT FOUND   GEOCAC
 AF7555
 AF7555                          STATION DESCRIPTION
 AF7555
 AF7555'DESCRIBED BY FL DEPT OF NAT RES 1986
 AF7555'2.4 MI NORTH FROM HOBE SOUND.
 AF7555'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF7555'HOBE SOUND, GO EASTERLY 0.1 MILE ALONG STATE ROAD 707 TO THE JUNCTON
 AF7555'OF GOMEZ AVENUE, GO NORTHERLY 2.35 MILES ALONG GOMEZ AVENUE TO THE
 AF7555'MARK.  THE MARK IS SET IN THE NORTHWEST CORNER OF A CONCRETE BOX
 AF7555'DRAIN AND BEARS 28.0 FEET WEST OF THE CENTERLINE OF GOMEZ AVENUE,
 AF7555'28.0 FEET NORTH OF THE CENTER LINE OF PALM STREET, 5.2 FEET WEST OF
 AF7555'THE WEST EDGE OF A SIDEWALK, AND 211.5 FEET NORTH OF 2414 G 1986.
 AF7555'THE MARK IS 0.8 FOOT BELOW GROUND.
 AF7555
 AF7555                          STATION RECOVERY (2005)
 AF7555
 AF7555'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF7555'RECOVERED AS DESCRIBED.
 AF7555
 AF7555                          STATION RECOVERY (2023)
 AF7555
 AF7555'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF7555'THE BOX DRAIN HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3749 ***********************************************************************
 DM3749  DESIGNATION -  872 2414 J
 DM3749  PID         -  DM3749
 DM3749  STATE/COUNTY-  FL/MARTIN
 DM3749  COUNTRY     -  US
 DM3749  USGS QUAD   -  GOMEZ (2018)
 DM3749
 DM3749                         *CURRENT SURVEY CONTROL
 DM3749  ______________________________________________________________________
 DM3749* NAD 83(1986) POSITION- 27 05 47.31   (N) 080 08 37.30   (W)   HD_HELD1
 DM3749* NAVD 88 ORTHO HEIGHT -     1.658 (meters)        5.44  (feet) ADJUSTED
 DM3749  ______________________________________________________________________
 DM3749  GEOID HEIGHT    -        -27.686 (meters)                     GEOID18
 DM3749  DYNAMIC HEIGHT  -          1.655 (meters)        5.43  (feet) COMP
 DM3749  MODELED GRAVITY -    979,100.9   (mgal)                       NAVD 88
 DM3749
 DM3749  VERT ORDER      -  SECOND    CLASS I
 DM3749
 DM3749.The horizontal coordinates were determined by differentially corrected
 DM3749.hand held GPS observations or other comparable positioning techniques
 DM3749.and have an estimated accuracy of +/- 3 meters.
 DM3749
 DM3749.The orthometric height was determined by differential leveling and
 DM3749.adjusted by the NATIONAL GEODETIC SURVEY
 DM3749.in June 2011.
 DM3749
 DM3749.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3749.GEOID18 height accuracy estimate available here.
 DM3749
 DM3749.Click photographs - Photos may exist for this station.
 DM3749
 DM3749.The dynamic height is computed by dividing the NAVD 88
 DM3749.geopotential number by the normal gravity value computed on the
 DM3749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3749.degrees latitude (g = 980.6199 gals.).
 DM3749
 DM3749.The modeled gravity was interpolated from observed gravity values.
 DM3749
 DM3749;                    North         East    Units  Estimated Accuracy
 DM3749;SPC FL E     -   306,382.3     284,916.7     MT  (+/- 3 meters HH1 GPS) 
 DM3749
 DM3749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8488797409(NAD 83)
 DM3749
 DM3749                          SUPERSEDED SURVEY CONTROL
 DM3749
 DM3749.No superseded survey control is available for this station.
 DM3749
 DM3749_MARKER: F = FLANGE-ENCASED ROD
 DM3749_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM3749_STAMPING: 2414 J 2005
 DM3749_MARK LOGO: NGS
 DM3749_PROJECTION: FLUSH
 DM3749_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3749_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3749+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2023
 DM3749_ROD/PIPE-DEPTH: 20.7 meters
 DM3749
 DM3749  HISTORY     - Date     Condition        Report By
 DM3749  HISTORY     - 20051216 MONUMENTED       FLDEP
 DM3749  HISTORY     - 20230720 GOOD             GEOCAC
 DM3749
 DM3749                          STATION DESCRIPTION
 DM3749
 DM3749'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JRH)
 DM3749'THE MARK IS IN GOMEZ, IN SECTION 37, TOWNSHIP 39 SOUTH, RANGE 42 EAST.
 DM3749'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY A1A
 DM3749'(SOUTHEAST DIXIE HIGHWAY) AND STATE ROAD 707 (SOUTHEAST BRIDGE ROAD)
 DM3749'IN HOBE SOUND, GO EASTERLY ON STATE ROAD 707 FOR 0.1 MI (0.2 KM) TO
 DM3749'THE JUNCTION OF SOUTHEAST GOMEZ AVENUE ON THE LEFT.  TURN LEFT ON
 DM3749'SOUTHEAST GOMEZ AVENUE AND GO NORTH FOR 2.55 MI (4.1 KM) TO THE
 DM3749'JUNCTION OF SOUTHEAST CROSS RIP STREET AND THE MARK, A STAINLESS STEEL
 DM3749'ROD DRIVEN TO REFUSAL AT A DEPTH OF 68.0 FT (20.7 M) WITH AN NATIONAL
 DM3749'GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND AND 1.0 FT (0.3 M)
 DM3749'BELOW THE LEVEL OF CROSS RIP STREET.
 DM3749'
 DM3749'THE MARK IS LOCATED 21.8 FT (6.6 M) EAST OF THE EXTENDED CENTERLINE OF
 DM3749'SOUTHEAST GOMEZ AVENUE, 19.8 FT (6.0 M) NORTH OF THE CENTERLINE OF
 DM3749'SOUTHEAST CROSS RIP STREET, 12.0 FT (3.7 M) WEST OF THE WEST EDGE OF A
 DM3749'5.0 FT (1.5 M) CONCRETE SIDEWALK, 9.5 FT (2.9 M) SOUTH OF THE SOUTH
 DM3749'EDGE OF A 5.0 FT (1.5 M) WIDE CONCRETE SIDEWALK, 0.7 FT (0.2 M) SOUTH
 DM3749'OF A WOODEN BRACE POLE WITH TWO GUY WIRES ATTACHED AND 0.6 FT (0.2 M)
 DM3749'SOUTH OF A CARSONITE WITNESS POST.
 DM3749'
 DM3749'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM3749'NATIONAL GEODETIC SURVEY LOGO CAP.
 DM3749
 DM3749                          STATION RECOVERY (2023)
 DM3749
 DM3749'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DM3749'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6971 ***********************************************************************
 AF6971  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6971  DESIGNATION -  872 2414 TIDAL 1
 AF6971  PID         -  AF6971
 AF6971  STATE/COUNTY-  FL/MARTIN
 AF6971  COUNTRY     -  US
 AF6971  USGS QUAD   -  GOMEZ (2018)
 AF6971
 AF6971                         *CURRENT SURVEY CONTROL
 AF6971  ______________________________________________________________________
 AF6971* NAD 83(1986) POSITION- 27 05 37.     (N) 080 08 11.     (W)   SCALED
 AF6971* NAVD 88 ORTHO HEIGHT -     0.632 (meters)        2.07  (feet) ADJUSTED
 AF6971  ______________________________________________________________________
 AF6971  GEOID HEIGHT    -        -27.708 (meters)                     GEOID18
 AF6971  DYNAMIC HEIGHT  -          0.631 (meters)        2.07  (feet) COMP
 AF6971  MODELED GRAVITY -    979,100.4   (mgal)                       NAVD 88
 AF6971
 AF6971  VERT ORDER      -  SECOND    CLASS I
 AF6971
 AF6971.The horizontal coordinates were scaled from a map and have
 AF6971.an estimated accuracy of +/- 6 seconds.
 AF6971
 AF6971.The orthometric height was determined by differential leveling and
 AF6971.adjusted by the NATIONAL GEODETIC SURVEY
 AF6971.in September 1996.
 AF6971
 AF6971.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6971.GEOID18 height accuracy estimate available here.
 AF6971
 AF6971.This Tidal Bench Mark is designated as VM 5471
 AF6971.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6971
 AF6971.Click photographs - Photos may exist for this station.
 AF6971
 AF6971.The dynamic height is computed by dividing the NAVD 88
 AF6971.geopotential number by the normal gravity value computed on the
 AF6971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6971.degrees latitude (g = 980.6199 gals.).
 AF6971
 AF6971.The modeled gravity was interpolated from observed gravity values.
 AF6971
 AF6971;                    North         East    Units  Estimated Accuracy
 AF6971;SPC FL E     -   306,070.      285,640.      MT  (+/- 180 meters Scaled)
 AF6971
 AF6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK856970(NAD 83)
 AF6971
 AF6971                          SUPERSEDED SURVEY CONTROL
 AF6971
 AF6971  NAVD 88 (06/15/91)    0.639  (m)            2.10   (f) SUPERSEDED  2 1
 AF6971  NGVD 29 (09/01/92)    1.090  (m)            3.58   (f) ADJUSTED    2 1
 AF6971
 AF6971.Superseded values are not recommended for survey control.
 AF6971
 AF6971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6971.See file dsdata.pdf to determine how the superseded data were derived.
 AF6971
 AF6971_MARKER: DB = BENCH MARK DISK
 AF6971_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6971_SP_SET: SEAWALL
 AF6971_STAMPING: NO 1 1972
 AF6971_MARK LOGO: CGS
 AF6971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6971+STABILITY: SURFACE MOTION
 AF6971
 AF6971  HISTORY     - Date     Condition        Report By
 AF6971  HISTORY     - 1972     MONUMENTED       NOS
 AF6971  HISTORY     - 1980     GOOD             FLDNR
 AF6971  HISTORY     - 1986     GOOD             FLDNR
 AF6971  HISTORY     - 1989     GOOD             USPSQD
 AF6971  HISTORY     - 1990     GOOD             USPSQD
 AF6971  HISTORY     - 20230724 MARK NOT FOUND   GEOCAC
 AF6971
 AF6971                          STATION DESCRIPTION
 AF6971
 AF6971'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6971'2.3 MI NORTH FROM HOBE SOUND.
 AF6971'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6971'HOBE SOUND, PROCEED EASTERLY 0.1 MILE ALONG STATE ROAD 707 TO THE
 AF6971'JUNCTION OF GOMEZ AVENUE, PROCEED NORTHERLY 2.35 MILES ALONG GOMEZ
 AF6971'AVENUE TO THE JUNCTION OF COCONUT STREET, PROCEED EASTERLY 0.3 MILE
 AF6971'ALONG COCONUT STREET TO ITS END AND THE MARK.  THE MARK BEARS 65 FEET
 AF6971'NORTH OF THE NORTH TANGENT POINT OF THE SOUTHEAST CORNER OF THE
 AF6971'SEAWALL AT 8598 COCONUT STREET (MOORMAN RESIDENCE), 0.6 FOOT FROM THE
 AF6971'SEAWARD EDGE OF THE SEAWALL, AND 4 FEET SOUTH OF THE NORTHEAST
 AF6971'PROPERTY LINE OF THE MOORMAN RESIDENCE.
 AF6971
 AF6971                          STATION RECOVERY (1986)
 AF6971
 AF6971'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6971'RECOVERED IN GOOD CONDITION.
 AF6971
 AF6971                          STATION RECOVERY (1989)
 AF6971
 AF6971'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6971'RECOVERED IN GOOD CONDITION.
 AF6971
 AF6971                          STATION RECOVERY (1990)
 AF6971
 AF6971'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6971'RECOVERED IN GOOD CONDITION.
 AF6971
 AF6971                          STATION RECOVERY (2023)
 AF6971
 AF6971'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF6971'THE DISK HAD BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6972 ***********************************************************************
 AF6972  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6972  DESIGNATION -  872 2414 TIDAL 2
 AF6972  PID         -  AF6972
 AF6972  STATE/COUNTY-  FL/MARTIN
 AF6972  COUNTRY     -  US
 AF6972  USGS QUAD   -  GOMEZ (2018)
 AF6972
 AF6972                         *CURRENT SURVEY CONTROL
 AF6972  ______________________________________________________________________
 AF6972* NAD 83(1986) POSITION- 27 05 37.     (N) 080 08 11.     (W)   SCALED
 AF6972* NAVD 88 ORTHO HEIGHT -     0.650 (meters)        2.13  (feet) ADJUSTED
 AF6972  ______________________________________________________________________
 AF6972  GEOID HEIGHT    -        -27.708 (meters)                     GEOID18
 AF6972  DYNAMIC HEIGHT  -          0.649 (meters)        2.13  (feet) COMP
 AF6972  MODELED GRAVITY -    979,100.4   (mgal)                       NAVD 88
 AF6972
 AF6972  VERT ORDER      -  SECOND    CLASS I
 AF6972
 AF6972.The horizontal coordinates were scaled from a map and have
 AF6972.an estimated accuracy of +/- 6 seconds.
 AF6972
 AF6972.The orthometric height was determined by differential leveling and
 AF6972.adjusted by the NATIONAL GEODETIC SURVEY
 AF6972.in September 1996.
 AF6972
 AF6972.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6972.GEOID18 height accuracy estimate available here.
 AF6972
 AF6972.This Tidal Bench Mark is designated as VM 5472
 AF6972.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6972
 AF6972.Click photographs - Photos may exist for this station.
 AF6972
 AF6972.The dynamic height is computed by dividing the NAVD 88
 AF6972.geopotential number by the normal gravity value computed on the
 AF6972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6972.degrees latitude (g = 980.6199 gals.).
 AF6972
 AF6972.The modeled gravity was interpolated from observed gravity values.
 AF6972
 AF6972;                    North         East    Units  Estimated Accuracy
 AF6972;SPC FL E     -   306,070.      285,640.      MT  (+/- 180 meters Scaled)
 AF6972
 AF6972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK856970(NAD 83)
 AF6972
 AF6972                          SUPERSEDED SURVEY CONTROL
 AF6972
 AF6972  NAVD 88 (06/15/91)    0.652  (m)            2.14   (f) SUPERSEDED  2 1
 AF6972  NGVD 29 (09/01/92)    1.106  (m)            3.63   (f) ADJUSTED    2 1
 AF6972
 AF6972.Superseded values are not recommended for survey control.
 AF6972
 AF6972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6972.See file dsdata.pdf to determine how the superseded data were derived.
 AF6972
 AF6972_MARKER: DB = BENCH MARK DISK
 AF6972_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6972_SP_SET: SEAWALL
 AF6972_STAMPING: NO 2 1972
 AF6972_MARK LOGO: CGS
 AF6972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6972+STABILITY: SURFACE MOTION
 AF6972
 AF6972  HISTORY     - Date     Condition        Report By
 AF6972  HISTORY     - 1972     MONUMENTED       NOS
 AF6972  HISTORY     - 1980     GOOD             FLDNR
 AF6972  HISTORY     - 1986     GOOD             FLDNR
 AF6972  HISTORY     - 1989     GOOD             USPSQD
 AF6972  HISTORY     - 1990     GOOD             USPSQD
 AF6972  HISTORY     - 20230724 MARK NOT FOUND   GEOCAC
 AF6972
 AF6972                          STATION DESCRIPTION
 AF6972
 AF6972'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6972'2.3 MI NORTH FROM HOBE SOUND.
 AF6972'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6972'HOBE SOUND, PROCEED EASTERLY 0.1 MILE ALONG STATE ROAD 707 TO THE
 AF6972'JUNCTION OF GOMEZ AVENUE, PROCEED NORTHERLY 2.35 MILES ALONG GOMEZ
 AF6972'AVENUE TO THE JUNCTION OF COCONUT STREET, PROCEED EASTERLY 0.3 MILE
 AF6972'ALONG COCONUT STREET TO ITS END AND THE MARK.  THE MARK BEARS 88 FEET
 AF6972'SOUTH OF THE SOUTHWEST CORNER OF THE MOORMAN HOUSE (8598 COCONUT
 AF6972'STREET), 56.3 FEET WEST OF THE WEST TANGENT POINT OF THE SOUTHEAST
 AF6972'CORNER OF THE SEAWALL, AND 0.6 FOOT NORTH OF THE SOUTH EDGE OF THE
 AF6972'SEAWALL.
 AF6972
 AF6972                          STATION RECOVERY (1986)
 AF6972
 AF6972'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6972'RECOVERED IN GOOD CONDITION.
 AF6972
 AF6972                          STATION RECOVERY (1989)
 AF6972
 AF6972'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6972'RECOVERED IN GOOD CONDITION.
 AF6972
 AF6972                          STATION RECOVERY (1990)
 AF6972
 AF6972'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6972'RECOVERED IN GOOD CONDITION.
 AF6972
 AF6972                          STATION RECOVERY (2023)
 AF6972
 AF6972'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF6972'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6974 ***********************************************************************
 AF6974  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6974  DESIGNATION -  872 2414 TIDAL 4
 AF6974  PID         -  AF6974
 AF6974  STATE/COUNTY-  FL/MARTIN
 AF6974  COUNTRY     -  US
 AF6974  USGS QUAD   -  GOMEZ (2018)
 AF6974
 AF6974                         *CURRENT SURVEY CONTROL
 AF6974  ______________________________________________________________________
 AF6974* NAD 83(1986) POSITION- 27 05 37.     (N) 080 08 11.     (W)   SCALED
 AF6974* NAVD 88 ORTHO HEIGHT -     0.682 (meters)        2.24  (feet) ADJUSTED
 AF6974  ______________________________________________________________________
 AF6974  GEOID HEIGHT    -        -27.708 (meters)                     GEOID18
 AF6974  DYNAMIC HEIGHT  -          0.681 (meters)        2.23  (feet) COMP
 AF6974  MODELED GRAVITY -    979,100.4   (mgal)                       NAVD 88
 AF6974
 AF6974  VERT ORDER      -  SECOND    CLASS I
 AF6974
 AF6974.The horizontal coordinates were scaled from a map and have
 AF6974.an estimated accuracy of +/- 6 seconds.
 AF6974
 AF6974.The orthometric height was determined by differential leveling and
 AF6974.adjusted by the NATIONAL GEODETIC SURVEY
 AF6974.in June 1991.
 AF6974
 AF6974.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6974.GEOID18 height accuracy estimate available here.
 AF6974
 AF6974.This Tidal Bench Mark is designated as VM 5474
 AF6974.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6974
 AF6974.Click photographs - Photos may exist for this station.
 AF6974
 AF6974.The dynamic height is computed by dividing the NAVD 88
 AF6974.geopotential number by the normal gravity value computed on the
 AF6974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6974.degrees latitude (g = 980.6199 gals.).
 AF6974
 AF6974.The modeled gravity was interpolated from observed gravity values.
 AF6974
 AF6974;                    North         East    Units  Estimated Accuracy
 AF6974;SPC FL E     -   306,070.      285,640.      MT  (+/- 180 meters Scaled)
 AF6974
 AF6974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK856970(NAD 83)
 AF6974
 AF6974                          SUPERSEDED SURVEY CONTROL
 AF6974
 AF6974  NGVD 29 (09/01/92)    1.136  (m)            3.73   (f) ADJUSTED    2 1
 AF6974
 AF6974.Superseded values are not recommended for survey control.
 AF6974
 AF6974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6974.See file dsdata.pdf to determine how the superseded data were derived.
 AF6974
 AF6974_MARKER: DB = BENCH MARK DISK
 AF6974_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6974_SP_SET: SEAWALL
 AF6974_STAMPING: NO 4 1972
 AF6974_MARK LOGO: CGS
 AF6974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6974+STABILITY: SURFACE MOTION
 AF6974
 AF6974  HISTORY     - Date     Condition        Report By
 AF6974  HISTORY     - 1972     MONUMENTED       NOS
 AF6974  HISTORY     - 1980     GOOD             FLDNR
 AF6974  HISTORY     - 1986     GOOD             FLDNR
 AF6974  HISTORY     - 1989     GOOD             USPSQD
 AF6974  HISTORY     - 1990     GOOD             USPSQD
 AF6974  HISTORY     - 20230724 MARK NOT FOUND   GEOCAC
 AF6974
 AF6974                          STATION DESCRIPTION
 AF6974
 AF6974'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6974'2.3 MI NORTH FROM HOBE SOUND.
 AF6974'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6974'HOBE SOUND, PROCEED EASTERLY 0.1 MILE ALONG STATE ROAD 707 TO THE
 AF6974'JUNCTION OF GOMEZ AVENUE, PROCEED NORTHERLY 2.35 MILES ALONG GOMEZ
 AF6974'AVENUE TO THE JUNCTION OF COCONUT STREET, PROCEED EASTERLY 0.3 MILE
 AF6974'ALONG COCONUT STREET TO ITS END AND THE MARK.  THE MARK BEARS 72 FEET
 AF6974'NORTHEAST OF THE NORTHEAST CORNER OF THE MOORMAN RESIDENCE (8598
 AF6974'COCONUT STREET), 56.7 FEET NORTH OF BENCH MARK NO 1 1972, AND IS ON
 AF6974'THE PROERTY OF R.W. HARDY.
 AF6974
 AF6974                          STATION RECOVERY (1986)
 AF6974
 AF6974'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6974'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE R. W. HARDY
 AF6974'HOUSE IS NO 8597.
 AF6974
 AF6974                          STATION RECOVERY (1989)
 AF6974
 AF6974'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6974'RECOVERED IN GOOD CONDITION.
 AF6974
 AF6974                          STATION RECOVERY (1990)
 AF6974
 AF6974'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6974'RECOVERED IN GOOD CONDITION.
 AF6974
 AF6974                          STATION RECOVERY (2023)
 AF6974
 AF6974'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF6974'THE SEAWALL HAS BEEN RECONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6975 ***********************************************************************
 AF6975  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6975  DESIGNATION -  872 2414 TIDAL 5
 AF6975  PID         -  AF6975
 AF6975  STATE/COUNTY-  FL/MARTIN
 AF6975  COUNTRY     -  US
 AF6975  USGS QUAD   -  GOMEZ (2018)
 AF6975
 AF6975                         *CURRENT SURVEY CONTROL
 AF6975  ______________________________________________________________________
 AF6975* NAD 83(1986) POSITION- 27 05 37.     (N) 080 08 11.     (W)   SCALED
 AF6975* NAVD 88 ORTHO HEIGHT -     0.681 (meters)        2.23  (feet) ADJUSTED
 AF6975  ______________________________________________________________________
 AF6975  GEOID HEIGHT    -        -27.708 (meters)                     GEOID18
 AF6975  DYNAMIC HEIGHT  -          0.680 (meters)        2.23  (feet) COMP
 AF6975  MODELED GRAVITY -    979,100.4   (mgal)                       NAVD 88
 AF6975
 AF6975  VERT ORDER      -  SECOND    CLASS I
 AF6975
 AF6975.The horizontal coordinates were scaled from a map and have
 AF6975.an estimated accuracy of +/- 6 seconds.
 AF6975
 AF6975.The orthometric height was determined by differential leveling and
 AF6975.adjusted by the NATIONAL GEODETIC SURVEY
 AF6975.in June 1991.
 AF6975
 AF6975.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6975.GEOID18 height accuracy estimate available here.
 AF6975
 AF6975.This Tidal Bench Mark is designated as VM 5475
 AF6975.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6975
 AF6975.Click photographs - Photos may exist for this station.
 AF6975
 AF6975.The dynamic height is computed by dividing the NAVD 88
 AF6975.geopotential number by the normal gravity value computed on the
 AF6975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6975.degrees latitude (g = 980.6199 gals.).
 AF6975
 AF6975.The modeled gravity was interpolated from observed gravity values.
 AF6975
 AF6975;                    North         East    Units  Estimated Accuracy
 AF6975;SPC FL E     -   306,070.      285,640.      MT  (+/- 180 meters Scaled)
 AF6975
 AF6975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK856970(NAD 83)
 AF6975
 AF6975                          SUPERSEDED SURVEY CONTROL
 AF6975
 AF6975  NGVD 29 (09/01/92)    1.137  (m)            3.73   (f) ADJUSTED    2 1
 AF6975
 AF6975.Superseded values are not recommended for survey control.
 AF6975
 AF6975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6975.See file dsdata.pdf to determine how the superseded data were derived.
 AF6975
 AF6975_MARKER: DB = BENCH MARK DISK
 AF6975_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6975_SP_SET: SEAWALL
 AF6975_STAMPING: NO 5 1972
 AF6975_MARK LOGO: CGS
 AF6975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6975+STABILITY: SURFACE MOTION
 AF6975
 AF6975  HISTORY     - Date     Condition        Report By
 AF6975  HISTORY     - 1972     MONUMENTED       NOS
 AF6975  HISTORY     - 1980     GOOD             FLDNR
 AF6975  HISTORY     - 1986     GOOD             FLDNR
 AF6975  HISTORY     - 1989     GOOD             USPSQD
 AF6975  HISTORY     - 1990     GOOD             USPSQD
 AF6975  HISTORY     - 20230724 MARK NOT FOUND   GEOCAC
 AF6975
 AF6975                          STATION DESCRIPTION
 AF6975
 AF6975'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6975'2.3 MI NORTH FROM HOBE SOUND.
 AF6975'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6975'HOBE SOUND, PROCEED EASTERLY 0.1 MILE ALONG STATE ROAD 707 TO THE
 AF6975'JUNCTION OF GOMEZ AVENUE, PROCEED NORTHERLY 2.35 MILES ALONG GOMEZ
 AF6975'AVENUE TO THE JUNCTION OF COCONUT STREET, PROCEED EASTERLY 0.3 MILE
 AF6975'ALONG COCONUT STREET TO ITS END AND THE MARK.  THE MARK BEARS 78 FEET
 AF6975'SOUTH OF THE NORTH TANGENT POINT OF THE NORTHEAST CORNER OF THE
 AF6975'SEAWALL BEHIND THE HOME OF R.W. HARDY, AND 49.8 FEET EAST OF THE
 AF6975'SOUTHEAST CORNER OF THE HARDY HOUSE.
 AF6975
 AF6975                          STATION RECOVERY (1986)
 AF6975
 AF6975'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6975'RECOVERED IN GOOD CONDITION.
 AF6975
 AF6975                          STATION RECOVERY (1989)
 AF6975
 AF6975'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6975'RECOVERED IN GOOD CONDITION.
 AF6975
 AF6975                          STATION RECOVERY (1990)
 AF6975
 AF6975'RECOVERY NOTE BY US POWER SQUADRON 1990 (DHF)
 AF6975'RECOVERED IN GOOD CONDITION.
 AF6975
 AF6975                          STATION RECOVERY (2023)
 AF6975
 AF6975'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF6975'THE SEAWALL HAS BEEN RECONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6979 ***********************************************************************
 AF6979  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6979  DESIGNATION -  872 2429 A
 AF6979  PID         -  AF6979
 AF6979  STATE/COUNTY-  FL/MARTIN
 AF6979  COUNTRY     -  US
 AF6979  USGS QUAD   -  HOBE SOUND (2018)
 AF6979
 AF6979                         *CURRENT SURVEY CONTROL
 AF6979  ______________________________________________________________________
 AF6979* NAD 83(1986) POSITION- 27 03 55.6    (N) 080 07 10.6    (W)   HD_HELD2
 AF6979* NAVD 88 ORTHO HEIGHT -     1.091 (meters)        3.58  (feet) ADJUSTED
 AF6979  ______________________________________________________________________
 AF6979  GEOID HEIGHT    -        -27.705 (meters)                     GEOID18
 AF6979  DYNAMIC HEIGHT  -          1.089 (meters)        3.57  (feet) COMP
 AF6979  MODELED GRAVITY -    979,097.6   (mgal)                       NAVD 88
 AF6979
 AF6979  VERT ORDER      -  FIRST     CLASS II
 AF6979
 AF6979.The horizontal coordinates were established by autonomous hand held GPS
 AF6979.observations and have an estimated accuracy of +/- 10 meters.
 AF6979
 AF6979.The orthometric height was determined by differential leveling and
 AF6979.adjusted by the NATIONAL GEODETIC SURVEY
 AF6979.in April 2019.
 AF6979
 AF6979.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6979.GEOID18 height accuracy estimate available here.
 AF6979
 AF6979.This Tidal Bench Mark is designated as VM 5481
 AF6979.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6979
 AF6979.Click photographs - Photos may exist for this station.
 AF6979
 AF6979.The dynamic height is computed by dividing the NAVD 88
 AF6979.geopotential number by the normal gravity value computed on the
 AF6979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6979.degrees latitude (g = 980.6199 gals.).
 AF6979
 AF6979.The modeled gravity was interpolated from observed gravity values.
 AF6979
 AF6979;                    North         East    Units  Estimated Accuracy
 AF6979;SPC FL E     -   302,960.      287,329.      MT  (+/- 10 meters HH2 GPS)
 AF6979
 AF6979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8729993989(NAD 83)
 AF6979
 AF6979                          SUPERSEDED SURVEY CONTROL
 AF6979
 AF6979  NAVD 88 (06/15/91)    1.107  (m)            3.63   (f) SUPERSEDED  2 1
 AF6979  NGVD 29 (09/01/92)    1.558  (m)            5.11   (f) ADJUSTED    2 1
 AF6979
 AF6979.Superseded values are not recommended for survey control.
 AF6979
 AF6979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6979.See file dsdata.pdf to determine how the superseded data were derived.
 AF6979
 AF6979_MARKER: DD = SURVEY DISK
 AF6979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6979_STAMPING: 2429 A 1980 BSM
 AF6979_MARK LOGO: FLDNR
 AF6979_PROJECTION: RECESSED 10 CENTIMETERS
 AF6979_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6979+STABILITY: SURFACE MOTION
 AF6979_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6979+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2020
 AF6979
 AF6979  HISTORY     - Date     Condition        Report By
 AF6979  HISTORY     - 1980     MONUMENTED       FLDNR
 AF6979  HISTORY     - 1986     GOOD             FLDNR
 AF6979  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6979  HISTORY     - 1991     GOOD             USPSQD
 AF6979  HISTORY     - 20030924 MARK NOT FOUND   FLDT
 AF6979  HISTORY     - 20031109 GOOD             USPSQD
 AF6979  HISTORY     - 20051213 GOOD             FLDEP
 AF6979  HISTORY     - 20070620 GOOD             FLDEP
 AF6979  HISTORY     - 20200202 GOOD             GEOCAC
 AF6979
 AF6979                          STATION DESCRIPTION
 AF6979
 AF6979'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6979'1.2 MI ENE FROM HOBE SOUND.
 AF6979'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6979'HOBE SOUND, PROCEED EAST 1.2 MILES ALONG STATE ROAD 707 TO THE MARK.
 AF6979'THE MARK BEARS 24.4 FEET NORTH-NORTHWEST OF STATE ROAD 707 CENTERLINE,
 AF6979'4.7 FEET NORTH-NORTHWEST OF A DRAWBRIDGE AHEAD SIGN, 7.7 FEET
 AF6979'SOUTH-SOUTHEAST OF THE EDGE OF A BIKE PATH, 29.1 FEET WEST-SOUTHWEST
 AF6979'OF A FICUS TREE, 26.0 FEET EAST-NORTHEAST OF ANOTHER FICUS TREE, AND
 AF6979'2.8 FEET SOUTH-SOUTHEAST OF A WITNESS POST.
 AF6979
 AF6979                          STATION RECOVERY (1986)
 AF6979
 AF6979'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6979'RECOVERED IN GOOD CONDITION.
 AF6979
 AF6979                          STATION RECOVERY (1989)
 AF6979
 AF6979'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6979'MARK NOT FOUND.
 AF6979
 AF6979                          STATION RECOVERY (1991)
 AF6979
 AF6979'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6979'RECOVERED IN GOOD CONDITION.
 AF6979
 AF6979                          STATION RECOVERY (2003)
 AF6979
 AF6979'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2003 (RP)
 AF6979'NOT RECOVERED
 AF6979'
 AF6979'THERE APPEARS TO BE A NEW CONCRETE SLAB WHERE THE MONUMENT WAS LOCATED
 AF6979'
 AF6979
 AF6979                          STATION RECOVERY (2003)
 AF6979
 AF6979'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6979'MARK IS 52.5 FEET WEST OF DRAWBRIDGE SIGN.
 AF6979'
 AF6979
 AF6979                          STATION RECOVERY (2005)
 AF6979
 AF6979'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6979'RECOVERED AS DESCRIBED.
 AF6979
 AF6979                          STATION RECOVERY (2007)
 AF6979
 AF6979'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF6979'RECOVERED IN GOOD CONDITION.
 AF6979'
 AF6979'NOTE-A NEW TO REACH AS FOLLOWS FROM THE INTERSECTION OF BRIDGE ROAD
 AF6979'(COUNTY ROAD 707 TO THE EAST AND COUNTY ROAD 708 TO THE WEST) AND
 AF6979'STATE HIGHWAY A1A (SOUTHEAST DIXIE HIGHWAY) IN HOBE SOUND, GO EAST ON
 AF6979'BRIDGE ROAD (COUNTY ROAD 707) FOR 0.7 MI (1.1 KM) TO THE MARK ON THE
 AF6979'LEFT.
 AF6979
 AF6979                          STATION RECOVERY (2020)
 AF6979
 AF6979'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6979'THE MARK IS 52.5 FT (16.0 M) WEST-SOUTHWEST OF A DRAWBRIDGE AHEAD
 AF6979'SIGN.  THE WITNESS POST HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6980 ***********************************************************************
 AF6980  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6980  DESIGNATION -  872 2429 B
 AF6980  PID         -  AF6980
 AF6980  STATE/COUNTY-  FL/MARTIN
 AF6980  COUNTRY     -  US
 AF6980  USGS QUAD   -  HOBE SOUND (2018)
 AF6980
 AF6980                         *CURRENT SURVEY CONTROL
 AF6980  ______________________________________________________________________
 AF6980* NAD 83(1986) POSITION- 27 03 57.2    (N) 080 07 05.7    (W)   HD_HELD2
 AF6980* NAVD 88 ORTHO HEIGHT -     1.220 (meters)        4.00  (feet) ADJUSTED
 AF6980  ______________________________________________________________________
 AF6980  GEOID HEIGHT    -        -27.712 (meters)                     GEOID18
 AF6980  DYNAMIC HEIGHT  -          1.219 (meters)        4.00  (feet) COMP
 AF6980  MODELED GRAVITY -    979,097.5   (mgal)                       NAVD 88
 AF6980
 AF6980  VERT ORDER      -  FIRST     CLASS II
 AF6980
 AF6980.The horizontal coordinates were established by autonomous hand held GPS
 AF6980.observations and have an estimated accuracy of +/- 10 meters.
 AF6980
 AF6980.The orthometric height was determined by differential leveling and
 AF6980.adjusted by the NATIONAL GEODETIC SURVEY
 AF6980.in April 2019.
 AF6980
 AF6980.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6980.GEOID18 height accuracy estimate available here.
 AF6980
 AF6980.This Tidal Bench Mark is designated as VM 5482
 AF6980.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6980
 AF6980.Click photographs - Photos may exist for this station.
 AF6980
 AF6980.The dynamic height is computed by dividing the NAVD 88
 AF6980.geopotential number by the normal gravity value computed on the
 AF6980.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6980.degrees latitude (g = 980.6199 gals.).
 AF6980
 AF6980.The modeled gravity was interpolated from observed gravity values.
 AF6980
 AF6980;                    North         East    Units  Estimated Accuracy
 AF6980;SPC FL E     -   303,011.      287,464.      MT  (+/- 10 meters HH2 GPS)
 AF6980
 AF6980_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8743394039(NAD 83)
 AF6980
 AF6980                          SUPERSEDED SURVEY CONTROL
 AF6980
 AF6980  NAVD 88 (06/01/11)    1.236  (m)            4.06   (f) SUPERSEDED  2 1
 AF6980  NAVD 88 (09/06/96)    1.239  (m)            4.07   (f) SUPERSEDED  2 1
 AF6980  NAVD 88 (06/15/91)    1.242  (m)            4.07   (f) SUPERSEDED  2 1
 AF6980  NGVD 29 (09/01/92)    1.690  (m)            5.54   (f) ADJUSTED    2 1
 AF6980
 AF6980.Superseded values are not recommended for survey control.
 AF6980
 AF6980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6980.See file dsdata.pdf to determine how the superseded data were derived.
 AF6980
 AF6980_STAMPING: 2429 B 1980 BSM
 AF6980_MARK LOGO: FLDNR
 AF6980_PROJECTION: FLUSH
 AF6980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6980+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 AF6980
 AF6980  HISTORY     - Date     Condition        Report By
 AF6980  HISTORY     - 1980     MONUMENTED       FLDNR
 AF6980  HISTORY     - 1986     GOOD             FLDNR
 AF6980  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6980  HISTORY     - 1991     GOOD             USPSQD
 AF6980  HISTORY     - 20030924 MARK NOT FOUND   FLDT
 AF6980  HISTORY     - 20031109 GOOD             USPSQD
 AF6980  HISTORY     - 20051213 GOOD             FLDEP
 AF6980  HISTORY     - 20070620 GOOD             FLDEP
 AF6980  HISTORY     - 20200202 MARK NOT FOUND   GEOCAC
 AF6980
 AF6980                          STATION DESCRIPTION
 AF6980
 AF6980'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6980'1.3 MI ENE FROM HOBE SOUND.
 AF6980'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6980'HOBE SOUND, PROCEED EAST 1.3 MILES ALONG STATE ROAD 707 TO THE MARK.
 AF6980'THE MARK BEARS 19.3 FEET SOUTH-SOUTHEAST OF STATE ROAD 707 CENTERLINE,
 AF6980'29.0 FEET WEST-SOUTHWEST OF A FICUS TREE, 25.5 FEET EAST-NORTHEAST OF
 AF6980'ANOTHER FICUS TREE, AND 1.4 FEET NORTH-NORTHWEST OF A WITNESS POST.
 AF6980
 AF6980                          STATION RECOVERY (1986)
 AF6980
 AF6980'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6980'RECOVERED IN GOOD CONDITION.
 AF6980
 AF6980                          STATION RECOVERY (1989)
 AF6980
 AF6980'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6980'MARK NOT FOUND.
 AF6980
 AF6980                          STATION RECOVERY (1991)
 AF6980
 AF6980'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6980'RECOVERED IN GOOD CONDITION.
 AF6980
 AF6980                          STATION RECOVERY (2003)
 AF6980
 AF6980'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2003 (RP)
 AF6980'NOT RECOVERED.
 AF6980
 AF6980                          STATION RECOVERY (2003)
 AF6980
 AF6980'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6980'RECOVERED IN GOOD CONDITION.
 AF6980
 AF6980                          STATION RECOVERY (2005)
 AF6980
 AF6980'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6980'RECOVERED AS DESCRIBED.
 AF6980
 AF6980                          STATION RECOVERY (2007)
 AF6980
 AF6980'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF6980'RECOVERED IN GOOD CONDITION.
 AF6980'
 AF6980'NOTE-A NEW TO REACH AS FOLLOWS FROM THE INTERSECTION OF BRIDGE ROAD
 AF6980'(COUNTY ROAD 707 TO THE EAST AND COUNTY ROAD 708 TO THE WEST) AND
 AF6980'STATE HIGHWAY A1A (SOUTHEAST DIXIE HIGHWAY) IN HOBE SOUND, GO EAST ON
 AF6980'BRIDGE ROAD (COUNTY ROAD 707) FOR 0.8 MI (1.3 KM) TO THE MARK ON THE
 AF6980'RIGHT.
 AF6980
 AF6980                          STATION RECOVERY (2020)
 AF6980
 AF6980'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6980'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6981 ***********************************************************************
 AF6981  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6981  DESIGNATION -  872 2429 C
 AF6981  PID         -  AF6981
 AF6981  STATE/COUNTY-  FL/MARTIN
 AF6981  COUNTRY     -  US
 AF6981  USGS QUAD   -  HOBE SOUND (2018)
 AF6981
 AF6981                         *CURRENT SURVEY CONTROL
 AF6981  ______________________________________________________________________
 AF6981* NAD 83(1986) POSITION- 27 03 57.76   (N) 080 07 01.99   (W)   HD_HELD1
 AF6981* NAVD 88 ORTHO HEIGHT -     2.043 (meters)        6.70  (feet) ADJUSTED
 AF6981  ______________________________________________________________________
 AF6981  GEOID HEIGHT    -        -27.717 (meters)                     GEOID18
 AF6981  DYNAMIC HEIGHT  -          2.040 (meters)        6.69  (feet) COMP
 AF6981  MODELED GRAVITY -    979,097.5   (mgal)                       NAVD 88
 AF6981
 AF6981  VERT ORDER      -  FIRST     CLASS II
 AF6981
 AF6981.The horizontal coordinates were determined by differentially corrected
 AF6981.hand held GPS observations or other comparable positioning techniques
 AF6981.and have an estimated accuracy of +/- 3 meters.
 AF6981
 AF6981.The orthometric height was determined by differential leveling and
 AF6981.adjusted by the NATIONAL GEODETIC SURVEY
 AF6981.in April 2019.
 AF6981
 AF6981.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6981.GEOID18 height accuracy estimate available here.
 AF6981
 AF6981.This Tidal Bench Mark is designated as VM 5483
 AF6981.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6981
 AF6981.Click photographs - Photos may exist for this station.
 AF6981
 AF6981.The dynamic height is computed by dividing the NAVD 88
 AF6981.geopotential number by the normal gravity value computed on the
 AF6981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6981.degrees latitude (g = 980.6199 gals.).
 AF6981
 AF6981.The modeled gravity was interpolated from observed gravity values.
 AF6981
 AF6981;                    North         East    Units  Estimated Accuracy
 AF6981;SPC FL E     -   303,028.6     287,565.9     MT  (+/- 3 meters HH1 GPS) 
 AF6981
 AF6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8753694057(NAD 83)
 AF6981
 AF6981                          SUPERSEDED SURVEY CONTROL
 AF6981
 AF6981  NAVD 88 (06/01/11)    2.059  (m)            6.76   (f) SUPERSEDED  2 1
 AF6981  NAVD 88 (06/15/91)    2.051  (m)            6.73   (f) SUPERSEDED  2 1
 AF6981  NGVD 29 (09/01/92)    2.503  (m)            8.21   (f) ADJUSTED    2 1
 AF6981
 AF6981.Superseded values are not recommended for survey control.
 AF6981
 AF6981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6981.See file dsdata.pdf to determine how the superseded data were derived.
 AF6981
 AF6981_MARKER: DD = SURVEY DISK
 AF6981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6981_STAMPING: 2429 C 1980 BSM
 AF6981_MARK LOGO: FLDNR
 AF6981_PROJECTION: FLUSH
 AF6981_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6981+STABILITY: SURFACE MOTION
 AF6981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6981+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2020
 AF6981
 AF6981  HISTORY     - Date     Condition        Report By
 AF6981  HISTORY     - 1980     MONUMENTED       FLDNR
 AF6981  HISTORY     - 1986     GOOD             FLDNR
 AF6981  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF6981  HISTORY     - 1991     GOOD             USPSQD
 AF6981  HISTORY     - 20030924 GOOD             FLDT
 AF6981  HISTORY     - 20031109 GOOD             USPSQD
 AF6981  HISTORY     - 20051204 GOOD             FLDEP
 AF6981  HISTORY     - 20070620 GOOD             FLDEP
 AF6981  HISTORY     - 20171103 GOOD             FLDEP
 AF6981  HISTORY     - 20200202 GOOD             GEOCAC
 AF6981
 AF6981                          STATION DESCRIPTION
 AF6981
 AF6981'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6981'1.4 MI ENE FROM HOBE SOUND.
 AF6981'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6981'HOBE SOUND, PROCEED EAST 1.4 MILES ALONG STATE ROAD 707 TO THE MARK.
 AF6981'THE MARK BEARS 22.4 FEET NORTH-NORTHWEST OF STATE ROAD 707 CENTERLINE,
 AF6981'3.5 FEET NORTH-NORTHWEST OF A POWER POLE WITH A WITNESS SIGN ATTACHED,
 AF6981'47.5 FEET NORTH-NORTHEAST OF THE JUNCTION OF GOMEZ ROAD WITH STATE
 AF6981'ROAD 707, AND 7.3 FEET SOUTH-SOUTHEAST OF THE SOUTH EDGE OF A BIKE
 AF6981'PATH.
 AF6981
 AF6981                          STATION RECOVERY (1986)
 AF6981
 AF6981'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6981'RECOVERED IN GOOD CONDITION.
 AF6981
 AF6981                          STATION RECOVERY (1989)
 AF6981
 AF6981'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF6981'MARK NOT FOUND.
 AF6981
 AF6981                          STATION RECOVERY (1991)
 AF6981
 AF6981'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6981'RECOVERED IN GOOD CONDITION.
 AF6981
 AF6981                          STATION RECOVERY (2003)
 AF6981
 AF6981'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2003 (RP)
 AF6981'RECOVERD AS DESCRIBED AND IN GOOD CONDITION
 AF6981
 AF6981                          STATION RECOVERY (2003)
 AF6981
 AF6981'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6981'RECOVERED IN GOOD CONDITION.
 AF6981
 AF6981                          STATION RECOVERY (2005)
 AF6981
 AF6981'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6981'RECOVERED AS DESCRIBED.
 AF6981
 AF6981                          STATION RECOVERY (2007)
 AF6981
 AF6981'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF6981'RECOVERED IN GOOD CONDITION.
 AF6981'
 AF6981'NOTE-A NEW TO REACH AS FOLLOWS FROM THE INTERSECTION OF BRIDGE ROAD
 AF6981'(COUNTY ROAD 707 TO THE EAST AND COUNTY ROAD 708 TO THE WEST) AND
 AF6981'STATE HIGHWAY A1A (SOUTHEAST DIXIE HIGHWAY) IN HOBE SOUND, GO EAST ON
 AF6981'BRIDGE ROAD (COUNTY ROAD 707) FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF
 AF6981'GOMEZ ROAD ON THE RIGHT AND THE MARK ON THE LEFT.
 AF6981
 AF6981                          STATION RECOVERY (2017)
 AF6981
 AF6981'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (JRH)
 AF6981'RECOVERED IN GOOD CONDITION.
 AF6981
 AF6981                          STATION RECOVERY (2020)
 AF6981
 AF6981'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6981'THE WITNESS POST HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6983 ***********************************************************************
 AF6983  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6983  DESIGNATION -  872 2429 D
 AF6983  PID         -  AF6983
 AF6983  STATE/COUNTY-  FL/MARTIN
 AF6983  COUNTRY     -  US
 AF6983  USGS QUAD   -  HOBE SOUND (2018)
 AF6983
 AF6983                         *CURRENT SURVEY CONTROL
 AF6983  ______________________________________________________________________
 AF6983* NAD 83(1986) POSITION- 27 04 00.2    (N) 080 06 57.2    (W)   HD_HELD2
 AF6983* NAVD 88 ORTHO HEIGHT -     4.242 (meters)       13.92  (feet) ADJUSTED
 AF6983  ______________________________________________________________________
 AF6983  GEOID HEIGHT    -        -27.724 (meters)                     GEOID18
 AF6983  DYNAMIC HEIGHT  -          4.235 (meters)       13.89  (feet) COMP
 AF6983  MODELED GRAVITY -    979,097.5   (mgal)                       NAVD 88
 AF6983
 AF6983  VERT ORDER      -  FIRST     CLASS II
 AF6983
 AF6983.The horizontal coordinates were established by autonomous hand held GPS
 AF6983.observations and have an estimated accuracy of +/- 10 meters.
 AF6983
 AF6983.The orthometric height was determined by differential leveling and
 AF6983.adjusted by the NATIONAL GEODETIC SURVEY
 AF6983.in April 2019.
 AF6983
 AF6983.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6983.GEOID18 height accuracy estimate available here.
 AF6983
 AF6983.This Tidal Bench Mark is designated as VM 5484
 AF6983.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6983
 AF6983.Click photographs - Photos may exist for this station.
 AF6983
 AF6983.The dynamic height is computed by dividing the NAVD 88
 AF6983.geopotential number by the normal gravity value computed on the
 AF6983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6983.degrees latitude (g = 980.6199 gals.).
 AF6983
 AF6983.The modeled gravity was interpolated from observed gravity values.
 AF6983
 AF6983;                    North         East    Units  Estimated Accuracy
 AF6983;SPC FL E     -   303,105.      287,697.      MT  (+/- 10 meters HH2 GPS)
 AF6983
 AF6983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8766794133(NAD 83)
 AF6983
 AF6983                          SUPERSEDED SURVEY CONTROL
 AF6983
 AF6983  NAVD 88 (06/01/11)    4.257  (m)           13.97   (f) SUPERSEDED  2 1
 AF6983  NAVD 88 (09/06/96)    4.259  (m)           13.97   (f) SUPERSEDED  2 1
 AF6983  NAVD 88 (06/15/91)    4.264  (m)           13.99   (f) SUPERSEDED  2 1
 AF6983  NGVD 29 (09/01/92)    4.712  (m)           15.46   (f) ADJUSTED    2 1
 AF6983
 AF6983.Superseded values are not recommended for survey control.
 AF6983
 AF6983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6983.See file dsdata.pdf to determine how the superseded data were derived.
 AF6983
 AF6983_MARKER: DD = SURVEY DISK
 AF6983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF6983_STAMPING: 2429 D 1980 BSM
 AF6983_MARK LOGO: FLDNR
 AF6983_PROJECTION: PROJECTING 10 CENTIMETERS
 AF6983_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6983+STABILITY: SURFACE MOTION
 AF6983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6983+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2020
 AF6983
 AF6983  HISTORY     - Date     Condition        Report By
 AF6983  HISTORY     - 1980     MONUMENTED       FLDNR
 AF6983  HISTORY     - 1986     GOOD             FLDNR
 AF6983  HISTORY     - 1991     GOOD             USPSQD
 AF6983  HISTORY     - 20030924 GOOD             FLDT
 AF6983  HISTORY     - 20031109 GOOD             USPSQD
 AF6983  HISTORY     - 20051204 GOOD             FLDEP
 AF6983  HISTORY     - 20070621 GOOD             FLDEP
 AF6983  HISTORY     - 20200202 GOOD             GEOCAC
 AF6983
 AF6983                          STATION DESCRIPTION
 AF6983
 AF6983'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6983'1.5 MI ENE FROM HOBE SOUND.
 AF6983'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6983'HOBE SOUND, PROCEED EAST 1.5 MILES ALONG STATE ROAD 707 TO A COUNTY
 AF6983'PARK AND THE MARK.  THE MARK BEARS 11.2 FEET NORTH OF THE NORTH EDGE
 AF6983'OF THE PARK PARKING LOT, 112 FEET WEST OF A SEAWALL, 1.4 FEET SOUTH OF
 AF6983'A 5-FOOT HIGH CONCRETE BLOCK WALL PAINTED WHITE, AND 0.9 FOOT SOUTH OF
 AF6983'A WITNESS POST.
 AF6983
 AF6983                          STATION RECOVERY (1986)
 AF6983
 AF6983'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6983'RECOVERED IN GOOD CONDITION.
 AF6983
 AF6983                          STATION RECOVERY (1991)
 AF6983
 AF6983'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6983'RECOVERED IN GOOD CONDITION.
 AF6983
 AF6983                          STATION RECOVERY (2003)
 AF6983
 AF6983'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2003 (RP)
 AF6983'RECOVERD AS DESCRIBED AND IN GOOD CONDITION
 AF6983
 AF6983                          STATION RECOVERY (2003)
 AF6983
 AF6983'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6983'RECOVERED IN GOOD CONDITION.
 AF6983
 AF6983                          STATION RECOVERY (2005)
 AF6983
 AF6983'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6983'RECOVERED AS DESCRIBED.
 AF6983
 AF6983                          STATION RECOVERY (2007)
 AF6983
 AF6983'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF6983'RECOVERED IN GOOD CONDITION.
 AF6983'
 AF6983'NOTE-A NEW TO REACH AS FOLLOWS FROM THE INTERSECTION OF BRIDGE ROAD
 AF6983'(COUNTY ROAD 707 TO THE EAST AND COUNTY ROAD 708 TO THE WEST) AND
 AF6983'STATE HIGHWAY A1A (SOUTHEAST DIXIE HIGHWAY) IN HOBE SOUND, GO EAST ON
 AF6983'BRIDGE ROAD (COUNTY ROAD 707) FOR 0.95 MI (1.53 KM) TO THE JUNCTION OF
 AF6983'NORTH BEACH BOULEVARD ON THE LEFT AND COUNTY ROAD 707 ON THE RIGHT AND
 AF6983'THE MARK IN A COUNTY PARK PARKING LOT AT THE NORTHWEST END ALONG A
 AF6983'CONCRETE BLOCK WALL.
 AF6983
 AF6983                          STATION RECOVERY (2020)
 AF6983
 AF6983'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6983'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6982 ***********************************************************************
 AF6982  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6982  DESIGNATION -  872 2429 E TIDAL
 AF6982  PID         -  AF6982
 AF6982  STATE/COUNTY-  FL/MARTIN
 AF6982  COUNTRY     -  US
 AF6982  USGS QUAD   -  HOBE SOUND (2018)
 AF6982
 AF6982                         *CURRENT SURVEY CONTROL
 AF6982  ______________________________________________________________________
 AF6982* NAD 83(1986) POSITION- 27 03 59.     (N) 080 06 53.     (W)   SCALED
 AF6982* NAVD 88 ORTHO HEIGHT -     3.746 (meters)       12.29  (feet) ADJUSTED
 AF6982  ______________________________________________________________________
 AF6982  GEOID HEIGHT    -        -27.728 (meters)                     GEOID18
 AF6982  DYNAMIC HEIGHT  -          3.740 (meters)       12.27  (feet) COMP
 AF6982  MODELED GRAVITY -    979,097.5   (mgal)                       NAVD 88
 AF6982
 AF6982  VERT ORDER      -  SECOND    CLASS I
 AF6982
 AF6982.The horizontal coordinates were scaled from a map and have
 AF6982.an estimated accuracy of +/- 6 seconds.
 AF6982
 AF6982.The orthometric height was determined by differential leveling and
 AF6982.adjusted by the NATIONAL GEODETIC SURVEY
 AF6982.in June 1991.
 AF6982
 AF6982.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6982.GEOID18 height accuracy estimate available here.
 AF6982
 AF6982.This Tidal Bench Mark is designated as VM 5485
 AF6982.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6982
 AF6982.Click photographs - Photos may exist for this station.
 AF6982
 AF6982.The dynamic height is computed by dividing the NAVD 88
 AF6982.geopotential number by the normal gravity value computed on the
 AF6982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6982.degrees latitude (g = 980.6199 gals.).
 AF6982
 AF6982.The modeled gravity was interpolated from observed gravity values.
 AF6982
 AF6982;                    North         East    Units  Estimated Accuracy
 AF6982;SPC FL E     -   303,070.      287,810.      MT  (+/- 180 meters Scaled)
 AF6982
 AF6982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK877940(NAD 83)
 AF6982
 AF6982                          SUPERSEDED SURVEY CONTROL
 AF6982
 AF6982  NGVD 29 (09/01/92)    4.195  (m)           13.76   (f) ADJUSTED    2 1
 AF6982
 AF6982.Superseded values are not recommended for survey control.
 AF6982
 AF6982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6982.See file dsdata.pdf to determine how the superseded data were derived.
 AF6982
 AF6982_STAMPING: 2429 E 1980 BSM
 AF6982_MARK LOGO: FLDNR
 AF6982_PROJECTION: PROJECTING 3 CENTIMETERS
 AF6982
 AF6982  HISTORY     - Date     Condition        Report By
 AF6982  HISTORY     - 1980     MONUMENTED       FLDNR
 AF6982  HISTORY     - 1991     GOOD             USPSQD
 AF6982  HISTORY     - 20030924 MARK NOT FOUND   FLDT
 AF6982  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AF6982  HISTORY     - 20070620 MARK NOT FOUND   FLDEP
 AF6982  HISTORY     - 20200202 MARK NOT FOUND   GEOCAC
 AF6982
 AF6982                          STATION DESCRIPTION
 AF6982
 AF6982'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6982'1.5 MI ENE FROM HOBE SOUND.
 AF6982'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6982'HOBE SOUND, PROCEED EAST 1.5 MILES ALONG STATE ROAD 707 TO A COUNTY
 AF6982'PARK AND THE MARK.  THE MARK BEARS 4.2 FEET SOUTH OF A 5-FOOT HIGH
 AF6982'WHITE CONCRETE BLOCK WALL, 19.0 FEET EAST-NORTHEAST OF A 30-INCH
 AF6982'DIAMETER PINE TREE, 5.6 FEET NORTH OF THE NORTH EDGE OF THE PARK
 AF6982'PARKING LOT, AND 59.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 AF6982'PARKING LOT.
 AF6982
 AF6982                          STATION RECOVERY (1991)
 AF6982
 AF6982'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6982'RECOVERED IN GOOD CONDITION.
 AF6982
 AF6982                          STATION RECOVERY (2003)
 AF6982
 AF6982'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2003 (RP)
 AF6982'NOT RECOVERED
 AF6982'
 AF6982'FOUND ANOTHER USCGS DIS N309-1970
 AF6982
 AF6982                          STATION RECOVERY (2003)
 AF6982
 AF6982'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6982'MARK NOT FOUND.
 AF6982
 AF6982                          STATION RECOVERY (2007)
 AF6982
 AF6982'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF6982'NOT RECOVERED.  INSUFFICIENT REFERENCE OBJECTS EXIST TO LOCATE THE
 AF6982'MARK.
 AF6982
 AF6982                          STATION RECOVERY (2020)
 AF6982
 AF6982'RECOVERY NOTE BY GEOCACHING 2020 (RLM)
 AF6982'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3055 ***********************************************************************
 AF3055  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3055  DESIGNATION -  872 2429 TIDAL 1
 AF3055  PID         -  AF3055
 AF3055  STATE/COUNTY-  FL/MARTIN
 AF3055  COUNTRY     -  US
 AF3055  USGS QUAD   -  HOBE SOUND (2018)
 AF3055
 AF3055                         *CURRENT SURVEY CONTROL
 AF3055  ______________________________________________________________________
 AF3055* NAD 83(1986) POSITION- 27 03 51.     (N) 080 07 19.     (W)   SCALED
 AF3055* NAVD 88 ORTHO HEIGHT -     3.538 (meters)       11.61  (feet) ADJUSTED
 AF3055  ______________________________________________________________________
 AF3055  GEOID HEIGHT    -        -27.692 (meters)                     GEOID18
 AF3055  DYNAMIC HEIGHT  -          3.532 (meters)       11.59  (feet) COMP
 AF3055  MODELED GRAVITY -    979,097.8   (mgal)                       NAVD 88
 AF3055
 AF3055  VERT ORDER      -  SECOND    CLASS 0
 AF3055
 AF3055.The horizontal coordinates were scaled from a map and have
 AF3055.an estimated accuracy of +/- 6 seconds.
 AF3055
 AF3055.The orthometric height was determined by differential leveling and
 AF3055.adjusted by the NATIONAL GEODETIC SURVEY
 AF3055.in June 1991.
 AF3055
 AF3055.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3055.GEOID18 height accuracy estimate available here.
 AF3055
 AF3055.This Tidal Bench Mark is designated as VM 17275
 AF3055.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3055
 AF3055.Click photographs - Photos may exist for this station.
 AF3055
 AF3055.The dynamic height is computed by dividing the NAVD 88
 AF3055.geopotential number by the normal gravity value computed on the
 AF3055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3055.degrees latitude (g = 980.6199 gals.).
 AF3055
 AF3055.The modeled gravity was interpolated from observed gravity values.
 AF3055
 AF3055;                    North         East    Units  Estimated Accuracy
 AF3055;SPC FL E     -   302,820.      287,100.      MT  (+/- 180 meters Scaled)
 AF3055
 AF3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK870938(NAD 83)
 AF3055
 AF3055                          SUPERSEDED SURVEY CONTROL
 AF3055
 AF3055  NGVD 29 (09/01/92)    3.989  (m)           13.09   (f) ADJUSTED    2 0
 AF3055
 AF3055.Superseded values are not recommended for survey control.
 AF3055
 AF3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3055.See file dsdata.pdf to determine how the superseded data were derived.
 AF3055
 AF3055_MARKER: DB = BENCH MARK DISK
 AF3055_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF3055+WITH SETTING: PAVEMENT
 AF3055_SP_SET: TRAFFIC SIGNAL BASE
 AF3055_STAMPING: NO 1 1969
 AF3055_MARK LOGO: CGS
 AF3055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3055+STABILITY: SURFACE MOTION
 AF3055
 AF3055  HISTORY     - Date     Condition        Report By
 AF3055  HISTORY     - 1969     MONUMENTED       CGS
 AF3055  HISTORY     - 1970     GOOD             NGS
 AF3055  HISTORY     - 1972     GOOD             NGS
 AF3055  HISTORY     - 1980     GOOD             FLDNR
 AF3055  HISTORY     - 1980     GOOD             FLDNR
 AF3055  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF3055  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AF3055  HISTORY     - 20070620 MARK NOT FOUND   FLDEP
 AF3055
 AF3055                          STATION DESCRIPTION
 AF3055
 AF3055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3055'0.6 MI E FROM HOBE SOUND.
 AF3055'ABOUT 0.55 MILE EAST ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 AF3055'OF STATE HIGHWAY A 1 A AT HOBE SOUND, AT THE WEST END OF THE
 AF3055'HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY, SET IN THE TOP
 AF3055'OF THE SOUTHWEST CORNER OF THE INTRACOASTAL WATERWAY, SET IN
 AF3055'THE TOP OF THE SOUTHWEST CORNER OF THE CONCRETE BASE WHICH
 AF3055'SUPPORTS THE TRAFFIC SIGNAL GATE, 15 FEET SOUTH OF THE CENTER
 AF3055'LINE OF THE HIGHWAY, 12 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AF3055'OF THE BRIDGE, 0.7 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF
 AF3055'THE BASE, AND ABOUT LEVEL WITH THE HIGHWAY.
 AF3055
 AF3055                          STATION RECOVERY (1972)
 AF3055
 AF3055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AF3055'RECOVERED IN GOOD CONDITION.
 AF3055
 AF3055                          STATION RECOVERY (1980)
 AF3055
 AF3055'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3055'RECOVERED IN GOOD CONDITION.
 AF3055
 AF3055                          STATION RECOVERY (1980)
 AF3055
 AF3055'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3055'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AF3055'JUNCTION OF STATE ROAD 708 AND U.S. HIGHWAY 1, GO EAST ALONG STATE
 AF3055'ROAD 708 TO THE HOBE SOUND BRIDGE.  THE MARK IS SET FLUSH IN THE TOP
 AF3055'OF THE SOUTHWEST CORNER OF THE WEST GATE FOUNDATION FOR THE BRIDGE.
 AF3055'THE MARK BEARS 15 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 0.6 FOOT
 AF3055'EAST OF THE WEST EDGE OF THE FOUNDATION, AND 0.4 FOOT NORTH OF THE
 AF3055'SOUTH EDGE OF THE FOUNDATION.
 AF3055
 AF3055                          STATION RECOVERY (1989)
 AF3055
 AF3055'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3055'MARK NOT FOUND.
 AF3055
 AF3055                          STATION RECOVERY (2003)
 AF3055
 AF3055'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF3055'MARK NOT FOUND.
 AF3055
 AF3055                          STATION RECOVERY (2007)
 AF3055
 AF3055'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF3055'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AF3055'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3054 ***********************************************************************
 AF3054  TIDAL BM    -  This is a Tidal Bench Mark.
 AF3054  DESIGNATION -  872 2429 TIDAL 2
 AF3054  PID         -  AF3054
 AF3054  STATE/COUNTY-  FL/MARTIN
 AF3054  COUNTRY     -  US
 AF3054  USGS QUAD   -  HOBE SOUND (2018)
 AF3054
 AF3054                         *CURRENT SURVEY CONTROL
 AF3054  ______________________________________________________________________
 AF3054* NAD 83(1986) POSITION- 27 03 52.     (N) 080 07 20.     (W)   SCALED
 AF3054* NAVD 88 ORTHO HEIGHT -     3.910 (meters)       12.83  (feet) ADJUSTED
 AF3054  ______________________________________________________________________
 AF3054  GEOID HEIGHT    -        -27.692 (meters)                     GEOID18
 AF3054  DYNAMIC HEIGHT  -          3.904 (meters)       12.81  (feet) COMP
 AF3054  MODELED GRAVITY -    979,097.8   (mgal)                       NAVD 88
 AF3054
 AF3054  VERT ORDER      -  SECOND    CLASS 0
 AF3054
 AF3054.The horizontal coordinates were scaled from a map and have
 AF3054.an estimated accuracy of +/- 6 seconds.
 AF3054
 AF3054.The orthometric height was determined by differential leveling and
 AF3054.adjusted by the NATIONAL GEODETIC SURVEY
 AF3054.in June 1991.
 AF3054
 AF3054.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3054.GEOID18 height accuracy estimate available here.
 AF3054
 AF3054.This Tidal Bench Mark is designated as VM 5479
 AF3054.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF3054
 AF3054.Click photographs - Photos may exist for this station.
 AF3054
 AF3054.The dynamic height is computed by dividing the NAVD 88
 AF3054.geopotential number by the normal gravity value computed on the
 AF3054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3054.degrees latitude (g = 980.6199 gals.).
 AF3054
 AF3054.The modeled gravity was interpolated from observed gravity values.
 AF3054
 AF3054;                    North         East    Units  Estimated Accuracy
 AF3054;SPC FL E     -   302,850.      287,070.      MT  (+/- 180 meters Scaled)
 AF3054
 AF3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK870938(NAD 83)
 AF3054
 AF3054                          SUPERSEDED SURVEY CONTROL
 AF3054
 AF3054  NGVD 29 (??/??/92)    4.360  (m)           14.30   (f) SUPERSEDED  2 0
 AF3054  NGVD 29 (09/01/92)    4.360  (m)           14.30   (f) ADJUSTED    2 0
 AF3054
 AF3054.Superseded values are not recommended for survey control.
 AF3054
 AF3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3054.See file dsdata.pdf to determine how the superseded data were derived.
 AF3054
 AF3054_MARKER: DB = BENCH MARK DISK
 AF3054_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AF3054_SP_SET: BRIDGE FLOOR
 AF3054_STAMPING: NO 2 1969
 AF3054_MARK LOGO: CGS
 AF3054_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AF3054
 AF3054  HISTORY     - Date     Condition        Report By
 AF3054  HISTORY     - 1969     MONUMENTED       CGS
 AF3054  HISTORY     - 1970     GOOD             NGS
 AF3054  HISTORY     - 1980     GOOD             FLDNR
 AF3054  HISTORY     - 1986     GOOD             FLDNR
 AF3054  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF3054  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AF3054  HISTORY     - 20070620 MARK NOT FOUND   FLDEP
 AF3054
 AF3054                          STATION DESCRIPTION
 AF3054
 AF3054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3054'0.6 MI E FROM HOBE SOUND.
 AF3054'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 AF3054'OF STATE HIGHWAY A 1 A AT HOBE SOUND, SET IN THE TOP OF THE
 AF3054'CONCRETE FLOOR OVER THE SOUTHWEST CORNER OF THE EAST CONCRETE
 AF3054'PIER FOR THE HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY,
 AF3054'12 FEET SOUTH OF THE CENTER LINE OF THE BRIDGE, 1 FOOT NORTH
 AF3054'OF THE NORTH FACE OF THE SOUTH CONCRETE GUARD RAIL, AND ABOUT
 AF3054'1/2 FOOT ABOVE THE BRIDGE FLOOR.
 AF3054
 AF3054                          STATION RECOVERY (1980)
 AF3054
 AF3054'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3054'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AF3054'TO REACH THE TIDAL BENCH MARK, GO ABOUT 0.6 MILE EAST ALONG STATE
 AF3054'HIGHWAY 707 FROM THE JUNCTION OF STATE HIGHWAY A1A AT HOBE SOUND, SET
 AF3054'IN THE TOP OF THE CONCRETE FLOOR OVER THE SOUTHWEST CORNER OF THE EAST
 AF3054'CONCRETE PIER FOR THE HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY,
 AF3054'12 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE, 1 FOOT NORTH OF THE
 AF3054'NORTH FACE OF THE SOUTH CONCRETE GUARDRAIL, AND ABOUT 0.5 FOOT ABOVE
 AF3054'THE BRIDGE FLOOR.
 AF3054
 AF3054                          STATION RECOVERY (1986)
 AF3054
 AF3054'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF3054'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  A NEW BRIDGE IS BEING
 AF3054'BUILT AND WHEN IT IS COMPLETED THE OLD BRIDGE ALONG WITH THIS MARK
 AF3054'WILL BE DESTROYED.
 AF3054
 AF3054                          STATION RECOVERY (1989)
 AF3054
 AF3054'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3054'MARK NOT FOUND.
 AF3054
 AF3054                          STATION RECOVERY (2003)
 AF3054
 AF3054'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF3054'MARK NOT FOUND.
 AF3054
 AF3054                          STATION RECOVERY (2007)
 AF3054
 AF3054'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF3054'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AF3054'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF3059 ***********************************************************************
 AF3059  DESIGNATION -  872 2429 TIDAL 3
 AF3059  PID         -  AF3059
 AF3059  STATE/COUNTY-  FL/MARTIN
 AF3059  COUNTRY     -  US
 AF3059  USGS QUAD   -  HOBE SOUND (2018)
 AF3059
 AF3059                         *CURRENT SURVEY CONTROL
 AF3059  ______________________________________________________________________
 AF3059* NAD 83(1986) POSITION- 27 03 54.     (N) 080 07 11.     (W)   SCALED
 AF3059* NAVD 88 ORTHO HEIGHT -     3.413 (meters)       11.20  (feet) ADJUSTED
 AF3059  ______________________________________________________________________
 AF3059  GEOID HEIGHT    -        -27.704 (meters)                     GEOID18
 AF3059  DYNAMIC HEIGHT  -          3.408 (meters)       11.18  (feet) COMP
 AF3059  MODELED GRAVITY -    979,097.7   (mgal)                       NAVD 88
 AF3059
 AF3059  VERT ORDER      -  SECOND    CLASS 0
 AF3059
 AF3059.The horizontal coordinates were scaled from a map and have
 AF3059.an estimated accuracy of +/- 6 seconds.
 AF3059
 AF3059.The orthometric height was determined by differential leveling and
 AF3059.adjusted by the NATIONAL GEODETIC SURVEY
 AF3059.in June 1991.
 AF3059
 AF3059.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF3059.GEOID18 height accuracy estimate available here.
 AF3059
 AF3059.Click photographs - Photos may exist for this station.
 AF3059
 AF3059.The dynamic height is computed by dividing the NAVD 88
 AF3059.geopotential number by the normal gravity value computed on the
 AF3059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF3059.degrees latitude (g = 980.6199 gals.).
 AF3059
 AF3059.The modeled gravity was interpolated from observed gravity values.
 AF3059
 AF3059;                    North         East    Units  Estimated Accuracy
 AF3059;SPC FL E     -   302,910.      287,320.      MT  (+/- 180 meters Scaled)
 AF3059
 AF3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK872939(NAD 83)
 AF3059
 AF3059                          SUPERSEDED SURVEY CONTROL
 AF3059
 AF3059  NGVD 29 (??/??/92)    3.910  (m)           12.83   (f) SUPERSEDED  2 0
 AF3059  NGVD 29 (09/01/92)    3.863  (m)           12.67   (f) ADJUSTED    2 0
 AF3059
 AF3059.Superseded values are not recommended for survey control.
 AF3059
 AF3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF3059.See file dsdata.pdf to determine how the superseded data were derived.
 AF3059
 AF3059_MARKER: DB = BENCH MARK DISK
 AF3059_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF3059+WITH SETTING: PAVEMENT
 AF3059_SP_SET: BASE
 AF3059_STAMPING: NO 3 1969
 AF3059_MARK LOGO: CGS
 AF3059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF3059+STABILITY: SURFACE MOTION
 AF3059
 AF3059  HISTORY     - Date     Condition        Report By
 AF3059  HISTORY     - 1969     MONUMENTED       CGS
 AF3059  HISTORY     - 1970     GOOD             NGS
 AF3059  HISTORY     - 1980     GOOD             FLDNR
 AF3059  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AF3059  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AF3059  HISTORY     - 20070620 MARK NOT FOUND   FLDEP
 AF3059
 AF3059                          STATION DESCRIPTION
 AF3059
 AF3059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AF3059'0.6 MI E FROM HOBE SOUND.
 AF3059'ABOUT 0.6 MILE EAST ALONG STATE HIGHWAY 707 FROM THE JUNCTION
 AF3059'OF STATE HIGHWAY A 1 A AT HOBE SOUND, AT THE EAST END OF THE
 AF3059'HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY, SET IN THE TOP
 AF3059'OF THE NORTHEAST CORNER OF THE CONCRETE BASE SUPPORTING THE
 AF3059'TRAFFIC SIGNAL GATE, 14 FEET NORTH OF THE CENTER LINE OF THE
 AF3059'HIGHWAY, 13.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AF3059'BRIDGE, AND 1/2 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AF3059
 AF3059                          STATION RECOVERY (1980)
 AF3059
 AF3059'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AF3059'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AF3059'TO REACH THE TIDAL BENCH MARK, GO ABOUT 0.6 MILE EAST ALONG STATE
 AF3059'HIGHWAY 707 FROM THE JUNCTION OF STATE HIGHWAY A1A AT HOBE SOUND, AT
 AF3059'THE EAST END OF THE HIGHWAY BRIDGE OVER THE INTRACOASTAL WATERWAY, SET
 AF3059'IN THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE BASE SUPPORTING THE
 AF3059'TRAFFIC SIGNAL GATE, 14 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY,
 AF3059'13.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, AND 0.5
 AF3059'FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 AF3059
 AF3059                          STATION RECOVERY (1989)
 AF3059
 AF3059'RECOVERY NOTE BY US POWER SQUADRON 1989 (DHF)
 AF3059'MARK NOT FOUND.
 AF3059
 AF3059                          STATION RECOVERY (2003)
 AF3059
 AF3059'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF3059'MARK NOT FOUND.
 AF3059
 AF3059                          STATION RECOVERY (2007)
 AF3059
 AF3059'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AF3059'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AF3059'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6987 ***********************************************************************
 AF6987  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6987  DESIGNATION -  872 2445 3
 AF6987  PID         -  AF6987
 AF6987  STATE/COUNTY-  FL/MARTIN
 AF6987  COUNTRY     -  US
 AF6987  USGS QUAD   -  HOBE SOUND (2018)
 AF6987
 AF6987                         *CURRENT SURVEY CONTROL
 AF6987  ______________________________________________________________________
 AF6987* NAD 83(1986) POSITION- 27 02 09.1    (N) 080 06 22.5    (W)   HD_HELD2
 AF6987* NAVD 88 ORTHO HEIGHT -     0.867 (meters)        2.84  (feet) ADJUSTED
 AF6987  ______________________________________________________________________
 AF6987  GEOID HEIGHT    -        -27.679 (meters)                     GEOID18
 AF6987  DYNAMIC HEIGHT  -          0.866 (meters)        2.84  (feet) COMP
 AF6987  MODELED GRAVITY -    979,095.6   (mgal)                       NAVD 88
 AF6987
 AF6987  VERT ORDER      -  SECOND    CLASS I
 AF6987
 AF6987.The horizontal coordinates were established by autonomous hand held GPS
 AF6987.observations and have an estimated accuracy of +/- 10 meters.
 AF6987
 AF6987.The orthometric height was determined by differential leveling and
 AF6987.adjusted by the NATIONAL GEODETIC SURVEY
 AF6987.in June 2011.
 AF6987
 AF6987.No vertical observational check was made to the station.
 AF6987
 AF6987.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6987.GEOID18 height accuracy estimate available here.
 AF6987
 AF6987.This Tidal Bench Mark is designated as VM 5491
 AF6987.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6987
 AF6987.Click photographs - Photos may exist for this station.
 AF6987
 AF6987.The dynamic height is computed by dividing the NAVD 88
 AF6987.geopotential number by the normal gravity value computed on the
 AF6987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6987.degrees latitude (g = 980.6199 gals.).
 AF6987
 AF6987.The modeled gravity was interpolated from observed gravity values.
 AF6987
 AF6987;                    North         East    Units  Estimated Accuracy
 AF6987;SPC FL E     -   299,692.      288,678.      MT  (+/- 10 meters HH2 GPS)
 AF6987
 AF6987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8864790721(NAD 83)
 AF6987
 AF6987                          SUPERSEDED SURVEY CONTROL
 AF6987
 AF6987  NAVD 88 (06/15/91)    0.871  (m)            2.86   (f) SUPERSEDED  2 1
 AF6987  NGVD 29 (09/01/92)    1.324  (m)            4.34   (f) ADJUSTED    2 1
 AF6987
 AF6987.Superseded values are not recommended for survey control.
 AF6987
 AF6987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6987.See file dsdata.pdf to determine how the superseded data were derived.
 AF6987
 AF6987_MARKER: DB = BENCH MARK DISK
 AF6987_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6987_SP_SET: SEAWALL
 AF6987_STAMPING: NO 3 1972
 AF6987_MARK LOGO: CGS
 AF6987_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6987+STABILITY: SURFACE MOTION
 AF6987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6987+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2023
 AF6987
 AF6987  HISTORY     - Date     Condition        Report By
 AF6987  HISTORY     - 1972     MONUMENTED       NOS
 AF6987  HISTORY     - 1980     GOOD             FLDNR
 AF6987  HISTORY     - 1986     GOOD             FLDNR
 AF6987  HISTORY     - 1991     GOOD             USPSQD
 AF6987  HISTORY     - 20031109 GOOD             USPSQD
 AF6987  HISTORY     - 20051204 GOOD             FLDEP
 AF6987  HISTORY     - 20230727 GOOD             GEOCAC
 AF6987
 AF6987                          STATION DESCRIPTION
 AF6987
 AF6987'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6987'3.0 MI SE FROM HOBE SOUND.
 AF6987'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6987'HOBE SOUND, PROCEED 3.3 MILES EASTERLY AND SOUTHERLY ALONG STATE ROAD
 AF6987'707 TO THE PRIVATE DRIVE TO THE MEAD RESIDENCE, PROCEED WESTERLY 0.2
 AF6987'MILE ALONG THE MEAD DRIVEWAY TO A DOCK AND THE MARK.  THE MARK BEARS
 AF6987'190 FEET WEST OF MR. MEADS BACK PORCH AND 0.7 FOOT NORTH OF THE SOUTH
 AF6987'END OF THE SEAWALL.
 AF6987
 AF6987                          STATION RECOVERY (1986)
 AF6987
 AF6987'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6987'RECOVERED IN GOOD CONDITION.
 AF6987
 AF6987                          STATION RECOVERY (1991)
 AF6987
 AF6987'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6987'RECOVERED IN GOOD CONDITION.
 AF6987
 AF6987                          STATION RECOVERY (2003)
 AF6987
 AF6987'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6987'MEAD RESIDENCE IS HOUSE NUMBER 216
 AF6987'
 AF6987
 AF6987                          STATION RECOVERY (2005)
 AF6987
 AF6987'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6987'RECOVERED AS DESCRIBED.
 AF6987
 AF6987                          STATION RECOVERY (2023)
 AF6987
 AF6987'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF6987'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6988 ***********************************************************************
 AF6988  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6988  DESIGNATION -  872 2445 4
 AF6988  PID         -  AF6988
 AF6988  STATE/COUNTY-  FL/MARTIN
 AF6988  COUNTRY     -  US
 AF6988  USGS QUAD   -  HOBE SOUND (2018)
 AF6988
 AF6988                         *CURRENT SURVEY CONTROL
 AF6988  ______________________________________________________________________
 AF6988* NAD 83(1986) POSITION- 27 02 09.37   (N) 080 06 22.83   (W)   HD_HELD1
 AF6988* NAVD 88 ORTHO HEIGHT -     0.871 (meters)        2.86  (feet) ADJUSTED
 AF6988  ______________________________________________________________________
 AF6988  GEOID HEIGHT    -        -27.679 (meters)                     GEOID18
 AF6988  DYNAMIC HEIGHT  -          0.869 (meters)        2.85  (feet) COMP
 AF6988  MODELED GRAVITY -    979,095.6   (mgal)                       NAVD 88
 AF6988
 AF6988  VERT ORDER      -  SECOND    CLASS I
 AF6988
 AF6988.The horizontal coordinates were determined by differentially corrected
 AF6988.hand held GPS observations or other comparable positioning techniques
 AF6988.and have an estimated accuracy of +/- 3 meters.
 AF6988
 AF6988.The orthometric height was determined by differential leveling and
 AF6988.adjusted by the NATIONAL GEODETIC SURVEY
 AF6988.in June 1991.
 AF6988
 AF6988.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6988.GEOID18 height accuracy estimate available here.
 AF6988
 AF6988.This Tidal Bench Mark is designated as VM 5492
 AF6988.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6988
 AF6988.Click photographs - Photos may exist for this station.
 AF6988
 AF6988.The dynamic height is computed by dividing the NAVD 88
 AF6988.geopotential number by the normal gravity value computed on the
 AF6988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6988.degrees latitude (g = 980.6199 gals.).
 AF6988
 AF6988.The modeled gravity was interpolated from observed gravity values.
 AF6988
 AF6988;                    North         East    Units  Estimated Accuracy
 AF6988;SPC FL E     -   299,700.0     288,668.7     MT  (+/- 3 meters HH1 GPS) 
 AF6988
 AF6988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8863890729(NAD 83)
 AF6988
 AF6988                          SUPERSEDED SURVEY CONTROL
 AF6988
 AF6988  NGVD 29 (09/01/92)    1.325  (m)            4.35   (f) ADJUSTED    2 1
 AF6988
 AF6988.Superseded values are not recommended for survey control.
 AF6988
 AF6988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6988.See file dsdata.pdf to determine how the superseded data were derived.
 AF6988
 AF6988_MARKER: DB = BENCH MARK DISK
 AF6988_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6988_SP_SET: SEAWALL
 AF6988_STAMPING: NO 4 1972
 AF6988_MARK LOGO: CGS
 AF6988_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6988+STABILITY: SURFACE MOTION
 AF6988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AF6988+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2023
 AF6988
 AF6988  HISTORY     - Date     Condition        Report By
 AF6988  HISTORY     - 1972     MONUMENTED       NOS
 AF6988  HISTORY     - 1980     GOOD             FLDNR
 AF6988  HISTORY     - 1986     GOOD             FLDNR
 AF6988  HISTORY     - 1991     GOOD             USPSQD
 AF6988  HISTORY     - 20031109 GOOD             USPSQD
 AF6988  HISTORY     - 20051204 GOOD             FLDEP
 AF6988  HISTORY     - 20230727 GOOD             GEOCAC
 AF6988
 AF6988                          STATION DESCRIPTION
 AF6988
 AF6988'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6988'3.0 MI SE FROM HOBE SOUND.
 AF6988'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6988'HOBE SOUND, PROCEED 3.3 MILES EASTERLY AND SOUTHERLY ALONG STATE ROAD
 AF6988'707 TO THE PRIVATE DRIVE TO THE MEAD RESIDENCE, PROCEED WESTERLY 0.2
 AF6988'MILE ALONG THE MEAD DRIVEWAY TO A DOCK AND THE MARK.  THE MARK BEARS
 AF6988'84.4 FEET SOUTH OF THE NORTH END OF THE SEAWALL AND 81.1 FEET NORTH OF
 AF6988'THE SOUTH END OF THE SEAWALL.
 AF6988
 AF6988                          STATION RECOVERY (1986)
 AF6988
 AF6988'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6988'RECOVERED IN GOOD CONDITION.
 AF6988
 AF6988                          STATION RECOVERY (1991)
 AF6988
 AF6988'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6988'RECOVERED IN GOOD CONDITION.
 AF6988
 AF6988                          STATION RECOVERY (2003)
 AF6988
 AF6988'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6988'MEAD RESIDENCE IS HOUSE NUMBER 216
 AF6988'
 AF6988
 AF6988                          STATION RECOVERY (2005)
 AF6988
 AF6988'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6988'RECOVERED AS DESCRIBED.
 AF6988
 AF6988                          STATION RECOVERY (2023)
 AF6988
 AF6988'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF6988'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6989 ***********************************************************************
 AF6989  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6989  DESIGNATION -  872 2445 5
 AF6989  PID         -  AF6989
 AF6989  STATE/COUNTY-  FL/MARTIN
 AF6989  COUNTRY     -  US
 AF6989  USGS QUAD   -  HOBE SOUND (2018)
 AF6989
 AF6989                         *CURRENT SURVEY CONTROL
 AF6989  ______________________________________________________________________
 AF6989* NAD 83(1986) POSITION- 27 02 10.20   (N) 080 06 22.93   (W)   HD_HELD1
 AF6989* NAVD 88 ORTHO HEIGHT -     0.860 (meters)        2.82  (feet) ADJUSTED
 AF6989  ______________________________________________________________________
 AF6989  GEOID HEIGHT    -        -27.680 (meters)                     GEOID18
 AF6989  DYNAMIC HEIGHT  -          0.859 (meters)        2.82  (feet) COMP
 AF6989  MODELED GRAVITY -    979,095.6   (mgal)                       NAVD 88
 AF6989
 AF6989  VERT ORDER      -  SECOND    CLASS I
 AF6989
 AF6989.The horizontal coordinates were determined by differentially corrected
 AF6989.hand held GPS observations or other comparable positioning techniques
 AF6989.and have an estimated accuracy of +/- 3 meters.
 AF6989
 AF6989.The orthometric height was determined by differential leveling and
 AF6989.adjusted by the NATIONAL GEODETIC SURVEY
 AF6989.in June 1991.
 AF6989
 AF6989.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6989.GEOID18 height accuracy estimate available here.
 AF6989
 AF6989.This Tidal Bench Mark is designated as VM 5493
 AF6989.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6989
 AF6989.Click photographs - Photos may exist for this station.
 AF6989
 AF6989.The dynamic height is computed by dividing the NAVD 88
 AF6989.geopotential number by the normal gravity value computed on the
 AF6989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6989.degrees latitude (g = 980.6199 gals.).
 AF6989
 AF6989.The modeled gravity was interpolated from observed gravity values.
 AF6989
 AF6989;                    North         East    Units  Estimated Accuracy
 AF6989;SPC FL E     -   299,725.5     288,665.7     MT  (+/- 3 meters HH1 GPS) 
 AF6989
 AF6989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8863590755(NAD 83)
 AF6989
 AF6989                          SUPERSEDED SURVEY CONTROL
 AF6989
 AF6989  NGVD 29 (09/01/92)    1.315  (m)            4.31   (f) ADJUSTED    2 1
 AF6989
 AF6989.Superseded values are not recommended for survey control.
 AF6989
 AF6989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6989.See file dsdata.pdf to determine how the superseded data were derived.
 AF6989
 AF6989_MARKER: DB = BENCH MARK DISK
 AF6989_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AF6989_SP_SET: SEAWALL
 AF6989_STAMPING: NO 5 1972
 AF6989_MARK LOGO: CGS
 AF6989_MAGNETIC: N = NO MAGNETIC MATERIAL
 AF6989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF6989+STABILITY: SURFACE MOTION
 AF6989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AF6989+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2023
 AF6989
 AF6989  HISTORY     - Date     Condition        Report By
 AF6989  HISTORY     - 1972     MONUMENTED       NOS
 AF6989  HISTORY     - 1980     GOOD             FLDNR
 AF6989  HISTORY     - 1986     GOOD             FLDNR
 AF6989  HISTORY     - 1991     GOOD             USPSQD
 AF6989  HISTORY     - 20031109 GOOD             USPSQD
 AF6989  HISTORY     - 20051204 GOOD             FLDEP
 AF6989  HISTORY     - 20230727 GOOD             GEOCAC
 AF6989
 AF6989                          STATION DESCRIPTION
 AF6989
 AF6989'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6989'3.0 MI SE FROM HOBE SOUND.
 AF6989'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6989'HOBE SOUND, PROCEED 3.3 MILES EASTERLY AND SOUTHERLY ALONG STATE ROAD
 AF6989'707 TO THE PRIVATE DRIVE TO THE MEAD RESIDENCE, PROCEED WESTERLY 0.2
 AF6989'MILE ALONG THE MEAD DRIVEWAY TO A DOCK AND THE MARK.  THE MARK BEARS
 AF6989'210 FEET NORTHWEST OF THE NORTHWEST CORNER OF MR. MEADS BACK PORCH,
 AF6989'165.1 FEET NORTH OF THE SOUTH END OF THE SEAWALL, AND 0.8 FOOT SOUTH
 AF6989'OF THE NORTH END OF THE SEAWALL.
 AF6989
 AF6989                          STATION RECOVERY (1986)
 AF6989
 AF6989'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6989'RECOVERED IN GOOD CONDITION.
 AF6989
 AF6989                          STATION RECOVERY (1991)
 AF6989
 AF6989'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6989'RECOVERED IN GOOD CONDITION.
 AF6989
 AF6989                          STATION RECOVERY (2003)
 AF6989
 AF6989'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6989'MEAD RESIDENCE IS HOUSE NUMBER 216
 AF6989'
 AF6989
 AF6989                          STATION RECOVERY (2005)
 AF6989
 AF6989'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AF6989'RECOVERED AS DESCRIBED.
 AF6989
 AF6989                          STATION RECOVERY (2023)
 AF6989
 AF6989'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF6989'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3751 ***********************************************************************
 DM3751  DESIGNATION -  872 2445 A
 DM3751  PID         -  DM3751
 DM3751  STATE/COUNTY-  FL/MARTIN
 DM3751  COUNTRY     -  US
 DM3751  USGS QUAD   -  HOBE SOUND (2018)
 DM3751
 DM3751                         *CURRENT SURVEY CONTROL
 DM3751  ______________________________________________________________________
 DM3751* NAD 83(1986) POSITION- 27 02 09.0    (N) 080 06 22.5    (W)   HD_HELD2
 DM3751* NAVD 88 ORTHO HEIGHT -     0.457 (meters)        1.50  (feet) ADJUSTED
 DM3751  ______________________________________________________________________
 DM3751  GEOID HEIGHT    -        -27.679 (meters)                     GEOID18
 DM3751  DYNAMIC HEIGHT  -          0.457 (meters)        1.50  (feet) COMP
 DM3751  MODELED GRAVITY -    979,095.5   (mgal)                       NAVD 88
 DM3751
 DM3751  VERT ORDER      -  SECOND    CLASS I
 DM3751
 DM3751.The horizontal coordinates were established by autonomous hand held GPS
 DM3751.observations and have an estimated accuracy of +/- 10 meters.
 DM3751
 DM3751.The orthometric height was determined by differential leveling and
 DM3751.adjusted by the NATIONAL GEODETIC SURVEY
 DM3751.in June 2011.
 DM3751
 DM3751.No vertical observational check was made to the station.
 DM3751
 DM3751.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3751.GEOID18 height accuracy estimate available here.
 DM3751
 DM3751.Click photographs - Photos may exist for this station.
 DM3751
 DM3751.The dynamic height is computed by dividing the NAVD 88
 DM3751.geopotential number by the normal gravity value computed on the
 DM3751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3751.degrees latitude (g = 980.6199 gals.).
 DM3751
 DM3751.The modeled gravity was interpolated from observed gravity values.
 DM3751
 DM3751;                    North         East    Units  Estimated Accuracy
 DM3751;SPC FL E     -   299,689.      288,678.      MT  (+/- 10 meters HH2 GPS)
 DM3751
 DM3751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8864790718(NAD 83)
 DM3751
 DM3751                          SUPERSEDED SURVEY CONTROL
 DM3751
 DM3751.No superseded survey control is available for this station.
 DM3751
 DM3751_MARKER: F = FLANGE-ENCASED ROD
 DM3751_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM3751_STAMPING: 2445 A 2005
 DM3751_MARK LOGO: NGS
 DM3751_PROJECTION: RECESSED 3 CENTIMETERS
 DM3751_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3751_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3751+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 DM3751_ROD/PIPE-DEPTH: 17.2 meters
 DM3751
 DM3751  HISTORY     - Date     Condition        Report By
 DM3751  HISTORY     - 20051216 MONUMENTED       FLDEP
 DM3751  HISTORY     - 20230727 MARK NOT FOUND   GEOCAC
 DM3751
 DM3751                          STATION DESCRIPTION
 DM3751
 DM3751'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JRH)
 DM3751'THE MARK IS ON JUPITER ISLAND, IN SECTION 36, TOWNSHIP 39 SOUTH, RANGE
 DM3751'42 EAST.
 DM3751'
 DM3751'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY A1A AND STATE
 DM3751'HIGHWAY 708 IN HOBE SOUND, GO EAST ON STATE HIGHWAY 708 FOR 1.0 MI
 DM3751'(1.6 KM) TO THE INTERSECTION OF STATE ROAD 707 (SOUTH BEACH ROAD).
 DM3751'TURN RIGHT ON STATE ROAD 707 (SOUTH BEACH ROAD) AND GO SOUTH FOR 2.3
 DM3751'MI (3.7 KM) TO A PRIVATE DRIVE, ENTERING THE MEAD PROPERTY, AT 216
 DM3751'SOUTH BEACH ROAD.  TURN RIGHT ON THE PRIVATE DRIVE AND GO WEST FOR 0.2
 DM3751'MI (0.3 KM) TO THE WATERS EDGE AT THE EAST BANK OF HOBE SOUND AND THE
 DM3751'MARK, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 56.4 FT
 DM3751'(17.2 M) WITH AN NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.1 FT
 DM3751'(0.0 M) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE ASPHALT
 DM3751'DRIVE, THE DATUM POINT IS RECESSED 0.3 FT (0.1 M) BELOW THE LEVEL OF
 DM3751'THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DM3751'
 DM3751'THE MARK IS LOCATED 63.1 FT (19.2 M) NORTH OF A FLDEP SURVEY DISK 2445
 DM3751'B 2005, 36.1 FT (11.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DM3751'ASPHALT DRIVE LEADING TO A BOAT DOCK, 11.1 FT (3.4 M) SOUTHEAST OF A
 DM3751'CGS BENCH MARK DISK NO 3 1972 AND 4.4 FT (1.3 M) NORTHEAST OF THE
 DM3751'NORTHEAST CORNER OF THE CONCRETE PORTION OF THE DOCK.
 DM3751'
 DM3751'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DM3751'CAP.
 DM3751'
 DM3751'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM3751'NATIONAL GEODETIC SURVEY LOGO CAP.
 DM3751
 DM3751                          STATION RECOVERY (2023)
 DM3751
 DM3751'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DM3751'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3750 ***********************************************************************
 DM3750  DESIGNATION -  872 2445 B
 DM3750  PID         -  DM3750
 DM3750  STATE/COUNTY-  FL/MARTIN
 DM3750  COUNTRY     -  US
 DM3750  USGS QUAD   -  HOBE SOUND (2018)
 DM3750
 DM3750                         *CURRENT SURVEY CONTROL
 DM3750  ______________________________________________________________________
 DM3750* NAD 83(1986) POSITION- 27 02 08.4    (N) 080 06 22.4    (W)   HD_HELD2
 DM3750* NAVD 88 ORTHO HEIGHT -     0.401 (meters)        1.32  (feet) ADJUSTED
 DM3750  ______________________________________________________________________
 DM3750  GEOID HEIGHT    -        -27.679 (meters)                     GEOID18
 DM3750  DYNAMIC HEIGHT  -          0.400 (meters)        1.31  (feet) COMP
 DM3750  MODELED GRAVITY -    979,095.5   (mgal)                       NAVD 88
 DM3750
 DM3750  VERT ORDER      -  SECOND    CLASS I
 DM3750
 DM3750.The horizontal coordinates were established by autonomous hand held GPS
 DM3750.observations and have an estimated accuracy of +/- 10 meters.
 DM3750
 DM3750.The orthometric height was determined by differential leveling and
 DM3750.adjusted by the NATIONAL GEODETIC SURVEY
 DM3750.in June 2011.
 DM3750
 DM3750.No vertical observational check was made to the station.
 DM3750
 DM3750.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3750.GEOID18 height accuracy estimate available here.
 DM3750
 DM3750.Click photographs - Photos may exist for this station.
 DM3750
 DM3750.The dynamic height is computed by dividing the NAVD 88
 DM3750.geopotential number by the normal gravity value computed on the
 DM3750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3750.degrees latitude (g = 980.6199 gals.).
 DM3750
 DM3750.The modeled gravity was interpolated from observed gravity values.
 DM3750
 DM3750;                    North         East    Units  Estimated Accuracy
 DM3750;SPC FL E     -   299,670.      288,681.      MT  (+/- 10 meters HH2 GPS)
 DM3750
 DM3750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8865090699(NAD 83)
 DM3750
 DM3750                          SUPERSEDED SURVEY CONTROL
 DM3750
 DM3750.No superseded survey control is available for this station.
 DM3750
 DM3750_MARKER: DD = SURVEY DISK
 DM3750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3750_STAMPING: 2445 B 2005
 DM3750_MARK LOGO: FLDEP
 DM3750_PROJECTION: RECESSED 3 CENTIMETERS
 DM3750_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3750+STABILITY: SURFACE MOTION
 DM3750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3750+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2005
 DM3750
 DM3750  HISTORY     - Date     Condition        Report By
 DM3750  HISTORY     - 20051216 MONUMENTED       FLDEP
 DM3750  HISTORY     - 20230727 MARK NOT FOUND   GEOCAC
 DM3750
 DM3750                          STATION DESCRIPTION
 DM3750
 DM3750'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JRH)
 DM3750'THE MARK IS ON JUPITER ISLAND, IN SECTION 36, TOWNSHIP 39 SOUTH, RANGE
 DM3750'42 EAST.
 DM3750'
 DM3750'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY A1A AND STATE
 DM3750'HIGHWAY 708 IN HOBE SOUND, GO EAST ON STATE HIGHWAY 708 FOR 1.0 MI
 DM3750'(1.6 KM) TO THE INTERSECTION OF STATE ROAD 707 (SOUTH BEACH ROAD).
 DM3750'TURN RIGHT ON STATE ROAD 707 (SOUTH BEACH ROAD) AND GO SOUTH FOR 2.3
 DM3750'MI (3.7 KM) TO A PRIVATE DRIVE, ENTERING THE MEAD PROPERTY, AT 216
 DM3750'SOUTH BEACH ROAD.  TURN RIGHT ON THE PRIVATE DRIVE AND GO WEST FOR 0.2
 DM3750'MI (0.3 KM) TO THE WATERS EDGE AT THE EAST BANK OF HOBE SOUND AND THE
 DM3750'MARK, A FLDEP SURVEY DISK SET IN THE TOP OF A CONCRETE MONUMENT
 DM3750'RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE GROUND.
 DM3750'
 DM3750'THE MARK IS LOCATED 73.3 FT (22.3 M) SOUTHEAST OF A CGS BENCH MARK NO
 DM3750'3 1972, 63.3 SOUTH OF THE NATIONAL GEODETIC SURVEY ROD MARK 2445 A
 DM3750'2005, 42.6 FT (13.0 M) SOUTHEAST OF A 10-INCH (25 CM) PALM TREE INSIDE
 DM3750'OF THE CONCRETE PORTION OF A BOAT DOCK, 27.5 FT (8.4 M) SOUTH OF THE
 DM3750'APPROXIMATE CENTERLINE OF THE ASPHALT DRIVE LEADING TO A BOAT DOCK AND
 DM3750'10.8 FT (3.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE
 DM3750'PORTION OF THE DOCK.
 DM3750
 DM3750                          STATION RECOVERY (2023)
 DM3750
 DM3750'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DM3750'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6986 ***********************************************************************
 AF6986  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6986  DESIGNATION -  872 2445 TIDAL 1
 AF6986  PID         -  AF6986
 AF6986  STATE/COUNTY-  FL/MARTIN
 AF6986  COUNTRY     -  US
 AF6986  USGS QUAD   -  HOBE SOUND (2018)
 AF6986
 AF6986                         *CURRENT SURVEY CONTROL
 AF6986  ______________________________________________________________________
 AF6986* NAD 83(1986) POSITION- 27 02 13.     (N) 080 06 23.     (W)   SCALED
 AF6986* NAVD 88 ORTHO HEIGHT -     0.381 (meters)        1.25  (feet) ADJUSTED
 AF6986  ______________________________________________________________________
 AF6986  GEOID HEIGHT    -        -27.682 (meters)                     GEOID18
 AF6986  DYNAMIC HEIGHT  -          0.380 (meters)        1.25  (feet) COMP
 AF6986  MODELED GRAVITY -    979,095.6   (mgal)                       NAVD 88
 AF6986
 AF6986  VERT ORDER      -  SECOND    CLASS I
 AF6986
 AF6986.The horizontal coordinates were scaled from a map and have
 AF6986.an estimated accuracy of +/- 6 seconds.
 AF6986
 AF6986.The orthometric height was determined by differential leveling and
 AF6986.adjusted by the NATIONAL GEODETIC SURVEY
 AF6986.in June 1991.
 AF6986
 AF6986.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6986.GEOID18 height accuracy estimate available here.
 AF6986
 AF6986.This Tidal Bench Mark is designated as VM 5489
 AF6986.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6986
 AF6986.Click photographs - Photos may exist for this station.
 AF6986
 AF6986.The dynamic height is computed by dividing the NAVD 88
 AF6986.geopotential number by the normal gravity value computed on the
 AF6986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6986.degrees latitude (g = 980.6199 gals.).
 AF6986
 AF6986.The modeled gravity was interpolated from observed gravity values.
 AF6986
 AF6986;                    North         East    Units  Estimated Accuracy
 AF6986;SPC FL E     -   299,810.      288,660.      MT  (+/- 180 meters Scaled)
 AF6986
 AF6986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK886908(NAD 83)
 AF6986
 AF6986                          SUPERSEDED SURVEY CONTROL
 AF6986
 AF6986  NGVD 29 (09/01/92)    0.833  (m)            2.73   (f) ADJUSTED    2 1
 AF6986
 AF6986.Superseded values are not recommended for survey control.
 AF6986
 AF6986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6986.See file dsdata.pdf to determine how the superseded data were derived.
 AF6986
 AF6986_MARKER: DB = BENCH MARK DISK
 AF6986_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF6986_SP_SET: WALKWAY
 AF6986_STAMPING: NO 1 1972
 AF6986_MARK LOGO: CGS
 AF6986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6986
 AF6986  HISTORY     - Date     Condition        Report By
 AF6986  HISTORY     - 1972     MONUMENTED       NOS
 AF6986  HISTORY     - 1980     GOOD             FLDNR
 AF6986  HISTORY     - 1986     GOOD             FLDNR
 AF6986  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AF6986  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AF6986  HISTORY     - 20230727 MARK NOT FOUND   GEOCAC
 AF6986
 AF6986                          STATION DESCRIPTION
 AF6986
 AF6986'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6986'3.0 MI SE FROM HOBE SOUND.
 AF6986'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6986'HOBE SOUND, PROCEED 3.3 MILES EASTERLY AND SOUTHERLY ALONG STATE ROAD
 AF6986'707 TO THE PRIVATE DRIVE TO THE MEAD RESIDENCE, PROCEED WESTERLY 0.2
 AF6986'MILE ALONG THE MEAD DRIVEWAY TO A DOCK AND THE MARK.  THE MARK IS
 AF6986'LOCATED ON THE NORTH SIDE OF THE CONCRETE WALKWAY LEADING TO THE DOCK,
 AF6986'AND IS 10.4 FEET EAST OF THE SOUTHEAST CORNER OF THE DOCK.
 AF6986
 AF6986                          STATION RECOVERY (1986)
 AF6986
 AF6986'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6986'RECOVERED IN GOOD CONDITION.
 AF6986
 AF6986                          STATION RECOVERY (1991)
 AF6986
 AF6986'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6986'MARK NOT FOUND.
 AF6986
 AF6986                          STATION RECOVERY (2003)
 AF6986
 AF6986'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6986'MEAD RESIDENCE IS HOUSE NUMBER 216
 AF6986'
 AF6986
 AF6986                          STATION RECOVERY (2023)
 AF6986
 AF6986'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF6986'MARK NOT FOUND.  WALKWAY HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF6984 ***********************************************************************
 AF6984  TIDAL BM    -  This is a Tidal Bench Mark.
 AF6984  DESIGNATION -  872 2445 TIDAL 2
 AF6984  PID         -  AF6984
 AF6984  STATE/COUNTY-  FL/MARTIN
 AF6984  COUNTRY     -  US
 AF6984  USGS QUAD   -  HOBE SOUND (2018)
 AF6984
 AF6984                         *CURRENT SURVEY CONTROL
 AF6984  ______________________________________________________________________
 AF6984* NAD 83(1986) POSITION- 27 02 13.     (N) 080 06 23.     (W)   SCALED
 AF6984* NAVD 88 ORTHO HEIGHT -     0.346 (meters)        1.14  (feet) ADJUSTED
 AF6984  ______________________________________________________________________
 AF6984  GEOID HEIGHT    -        -27.682 (meters)                     GEOID18
 AF6984  DYNAMIC HEIGHT  -          0.345 (meters)        1.13  (feet) COMP
 AF6984  MODELED GRAVITY -    979,095.6   (mgal)                       NAVD 88
 AF6984
 AF6984  VERT ORDER      -  SECOND    CLASS I
 AF6984
 AF6984.The horizontal coordinates were scaled from a map and have
 AF6984.an estimated accuracy of +/- 6 seconds.
 AF6984
 AF6984.The orthometric height was determined by differential leveling and
 AF6984.adjusted by the NATIONAL GEODETIC SURVEY
 AF6984.in June 1991.
 AF6984
 AF6984.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF6984.GEOID18 height accuracy estimate available here.
 AF6984
 AF6984.This Tidal Bench Mark is designated as VM 5490
 AF6984.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF6984
 AF6984.Click photographs - Photos may exist for this station.
 AF6984
 AF6984.The dynamic height is computed by dividing the NAVD 88
 AF6984.geopotential number by the normal gravity value computed on the
 AF6984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF6984.degrees latitude (g = 980.6199 gals.).
 AF6984
 AF6984.The modeled gravity was interpolated from observed gravity values.
 AF6984
 AF6984;                    North         East    Units  Estimated Accuracy
 AF6984;SPC FL E     -   299,810.      288,660.      MT  (+/- 180 meters Scaled)
 AF6984
 AF6984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK886908(NAD 83)
 AF6984
 AF6984                          SUPERSEDED SURVEY CONTROL
 AF6984
 AF6984  NGVD 29 (09/01/92)    0.799  (m)            2.62   (f) ADJUSTED    2 1
 AF6984
 AF6984.Superseded values are not recommended for survey control.
 AF6984
 AF6984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF6984.See file dsdata.pdf to determine how the superseded data were derived.
 AF6984
 AF6984_MARKER: DB = BENCH MARK DISK
 AF6984_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF6984_SP_SET: WALKWAY
 AF6984_STAMPING: NO 2 1972
 AF6984_MARK LOGO: CGS
 AF6984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF6984
 AF6984  HISTORY     - Date     Condition        Report By
 AF6984  HISTORY     - 1972     MONUMENTED       NOS
 AF6984  HISTORY     - 1980     GOOD             FLDNR
 AF6984  HISTORY     - 1986     GOOD             FLDNR
 AF6984  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AF6984  HISTORY     - 20031109 MARK NOT FOUND   USPSQD
 AF6984  HISTORY     - 20230727 MARK NOT FOUND   GEOCAC
 AF6984
 AF6984                          STATION DESCRIPTION
 AF6984
 AF6984'DESCRIBED BY FL DEPT OF NAT RES 1980
 AF6984'3.0 MI SE FROM HOBE SOUND.
 AF6984'BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A AND STATE ROAD 707 IN
 AF6984'HOBE SOUND, PROCEED 3.3 MILES EASTERLY AND SOUTHERLY ALONG STATE ROAD
 AF6984'707 TO THE PRIVATE DRIVE TO THE MEAD RESIDENCE, PROCEED WESTERLY 0.2
 AF6984'MILE ALONG THE MEAD DRIVEWAY TO A DOCK AND THE MARK.  THE MARK IS
 AF6984'LOCATED AT THE SOUTHEAST CORNER OF THE CONCRETE WALKWAY LEADING TO THE
 AF6984'DOCK, AND 61 FEET SOUTH OF THE SOUTHERN END OF THE SEAWALL AT THE MEAD
 AF6984'RESIDENCE.
 AF6984
 AF6984                          STATION RECOVERY (1986)
 AF6984
 AF6984'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AF6984'RECOVERED IN GOOD CONDITION.
 AF6984
 AF6984                          STATION RECOVERY (1991)
 AF6984
 AF6984'RECOVERY NOTE BY US POWER SQUADRON 1991 (DHF)
 AF6984'MARK NOT FOUND.
 AF6984
 AF6984                          STATION RECOVERY (2003)
 AF6984
 AF6984'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AF6984'MEAD RESIDENCE IS HOUSE NUMBER 216
 AF6984'
 AF6984
 AF6984                          STATION RECOVERY (2023)
 AF6984
 AF6984'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AF6984'MARK NOT FOUND.  WALKWAY HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6249 ***********************************************************************
 AD6249  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6249  DESIGNATION -  872 2471 C
 AD6249  PID         -  AD6249
 AD6249  STATE/COUNTY-  FL/MARTIN
 AD6249  COUNTRY     -  US
 AD6249  USGS QUAD   -  JUPITER (2018)
 AD6249
 AD6249                         *CURRENT SURVEY CONTROL
 AD6249  ______________________________________________________________________
 AD6249* NAD 83(1986) POSITION- 26 59 14.60   (N) 080 05 36.87   (W)   HD_HELD1
 AD6249* NAVD 88 ORTHO HEIGHT -     7.477 (meters)       24.53  (feet) ADJUSTED
 AD6249  ______________________________________________________________________
 AD6249  GEOID HEIGHT    -        -27.572 (meters)                     GEOID18
 AD6249  DYNAMIC HEIGHT  -          7.466 (meters)       24.49  (feet) COMP
 AD6249  MODELED GRAVITY -    979,092.0   (mgal)                       NAVD 88
 AD6249
 AD6249  VERT ORDER      -  FIRST     CLASS II
 AD6249
 AD6249.The horizontal coordinates were determined by differentially corrected
 AD6249.hand held GPS observations or other comparable positioning techniques
 AD6249.and have an estimated accuracy of +/- 3 meters.
 AD6249
 AD6249.The orthometric height was determined by differential leveling and
 AD6249.adjusted by the NATIONAL GEODETIC SURVEY
 AD6249.in June 1991.
 AD6249
 AD6249.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6249.GEOID18 height accuracy estimate available here.
 AD6249
 AD6249.This Tidal Bench Mark is designated as VM 5499
 AD6249.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6249
 AD6249.Click photographs - Photos may exist for this station.
 AD6249
 AD6249.The dynamic height is computed by dividing the NAVD 88
 AD6249.geopotential number by the normal gravity value computed on the
 AD6249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6249.degrees latitude (g = 980.6199 gals.).
 AD6249
 AD6249.The modeled gravity was interpolated from observed gravity values.
 AD6249
 AD6249;                    North         East    Units  Estimated Accuracy
 AD6249;SPC FL E     -   294,329.8     289,974.1     MT  (+/- 3 meters HH1 GPS) 
 AD6249
 AD6249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8994385361(NAD 83)
 AD6249
 AD6249                          SUPERSEDED SURVEY CONTROL
 AD6249
 AD6249  NGVD 29 (09/01/92)    7.931  (m)           26.02   (f) ADJUSTED    1 2
 AD6249
 AD6249.Superseded values are not recommended for survey control.
 AD6249
 AD6249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6249.See file dsdata.pdf to determine how the superseded data were derived.
 AD6249
 AD6249_MARKER: DD = SURVEY DISK
 AD6249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6249_STAMPING: 2471 C 1981 BSM
 AD6249_MARK LOGO: FLDNR
 AD6249_PROJECTION: RECESSED 10 CENTIMETERS
 AD6249_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6249+STABILITY: SURFACE MOTION
 AD6249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6249+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2024
 AD6249
 AD6249  HISTORY     - Date     Condition        Report By
 AD6249  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6249  HISTORY     - 19910122 GOOD             NGS
 AD6249  HISTORY     - 20021006 GOOD             USPSQD
 AD6249  HISTORY     - 20031007 GOOD             USPSQD
 AD6249  HISTORY     - 20051214 GOOD             FLDEP
 AD6249  HISTORY     - 20231207 GOOD             GEOCAC
 AD6249  HISTORY     - 20240928 GOOD             FLDEP
 AD6249
 AD6249                          STATION DESCRIPTION
 AD6249
 AD6249'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6249'3.7 MI NORTH FROM JUPITER.
 AD6249'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6249'LOXAHATCHEE RIVER, GO NORTH 2.9 MILES ALONG U.S. 1 TO JUPITER HILLS
 AD6249'CLUB AND THE MARK.  THE MARK BEARS 68.0 FEET WEST-SOUTHWEST OF THE
 AD6249'CENTERLINE OF THE SOUTHBOUND LANE OF U.S. 1, 21.9 FEET SOUTH-SOUTHEAST
 AD6249'OF THE NORTHWEST CORNER OF A CHAIN-LINK FENCE, 1.4 FEET EAST-NORTHEAST
 AD6249'OF THE FENCE, 97.0 FEET SOUTH-SOUTHEAST OF THE SOUTH EDGE OF THE ROAD
 AD6249'ENTRANCE TO JUPITER HILLS CLUB, AND 1.2 FEET EAST-NORTHEAST OF A
 AD6249'WITNESS POST.
 AD6249
 AD6249                          STATION RECOVERY (1991)
 AD6249
 AD6249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD6249'4.0 KM (2.5 MI) NORTHERLY ALONG U.S. HIGHWAY 1 FROM THE JUNCTION OF
 AD6249'STATE HIGHWAY 811 (INDIANTOWN ROAD) IN JUPITER, 44.2 M (145.0 FT)
 AD6249'SOUTHEAST OF THE SOUTHEAST EDGE OF A DRIVEWAY LEADING TO JUPITER
 AD6249'HILLS CLUB, 20.7 M (67.9 FT) SOUTHWEST OF THE CENTERLINE OF THE
 AD6249'SOUTHBOUND LANES OF THE HIGHWAY, 6.8 M (22.3 FT) SOUTHEAST OF A FENCE
 AD6249'CORNER, 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.4 M (1.3 FT)
 AD6249'NORTHEAST OF A WITNESS POST AND FENCE, AND THE MONUMENT IS RECESSED
 AD6249'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AD6249
 AD6249                          STATION RECOVERY (2002)
 AD6249
 AD6249'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 AD6249'RECOVERED IN GOOD CONDITION.
 AD6249
 AD6249                          STATION RECOVERY (2003)
 AD6249
 AD6249'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6249'RECOVERED IN GOOD CONDITION.
 AD6249
 AD6249                          STATION RECOVERY (2005)
 AD6249
 AD6249'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AD6249'RECOVERED AS DESCRIBED.
 AD6249
 AD6249                          STATION RECOVERY (2023)
 AD6249
 AD6249'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD6249'RECOVERED IN GOOD CONDITION.
 AD6249
 AD6249                          STATION RECOVERY (2024)
 AD6249
 AD6249'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (RXG)
 AD6249'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6248 ***********************************************************************
 AD6248  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6248  DESIGNATION -  872 2471 D TIDAL
 AD6248  PID         -  AD6248
 AD6248  STATE/COUNTY-  FL/MARTIN
 AD6248  COUNTRY     -  US
 AD6248  USGS QUAD   -  JUPITER (2018)
 AD6248
 AD6248                         *CURRENT SURVEY CONTROL
 AD6248  ______________________________________________________________________
 AD6248* NAD 83(1986) POSITION- 26 59 18.     (N) 080 05 32.     (W)   SCALED
 AD6248* NAVD 88 ORTHO HEIGHT -     6.860 (meters)       22.51  (feet) ADJUSTED
 AD6248  ______________________________________________________________________
 AD6248  GEOID HEIGHT    -        -27.582 (meters)                     GEOID18
 AD6248  DYNAMIC HEIGHT  -          6.850 (meters)       22.47  (feet) COMP
 AD6248  MODELED GRAVITY -    979,092.0   (mgal)                       NAVD 88
 AD6248
 AD6248  VERT ORDER      -  SECOND    CLASS I
 AD6248
 AD6248.The horizontal coordinates were scaled from a map and have
 AD6248.an estimated accuracy of +/- 6 seconds.
 AD6248
 AD6248.The orthometric height was determined by differential leveling and
 AD6248.adjusted by the NATIONAL GEODETIC SURVEY
 AD6248.in June 1991.
 AD6248
 AD6248.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6248.GEOID18 height accuracy estimate available here.
 AD6248
 AD6248.This Tidal Bench Mark is designated as VM 5500
 AD6248.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6248
 AD6248.Click photographs - Photos may exist for this station.
 AD6248
 AD6248.The dynamic height is computed by dividing the NAVD 88
 AD6248.geopotential number by the normal gravity value computed on the
 AD6248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6248.degrees latitude (g = 980.6199 gals.).
 AD6248
 AD6248.The modeled gravity was interpolated from observed gravity values.
 AD6248
 AD6248;                    North         East    Units  Estimated Accuracy
 AD6248;SPC FL E     -   294,440.      290,110.      MT  (+/- 180 meters Scaled)
 AD6248
 AD6248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK900854(NAD 83)
 AD6248
 AD6248                          SUPERSEDED SURVEY CONTROL
 AD6248
 AD6248  NGVD 29 (09/01/92)    7.314  (m)           24.00   (f) ADJUSTED    2 1
 AD6248
 AD6248.Superseded values are not recommended for survey control.
 AD6248
 AD6248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6248.See file dsdata.pdf to determine how the superseded data were derived.
 AD6248
 AD6248_MARKER: DB = BENCH MARK DISK
 AD6248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6248_STAMPING: 2471 D 1981 BSM
 AD6248_MARK LOGO: FLDNR
 AD6248_PROJECTION: PROJECTING 3 CENTIMETERS
 AD6248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6248+STABILITY: SURFACE MOTION
 AD6248
 AD6248  HISTORY     - Date     Condition        Report By
 AD6248  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6248  HISTORY     - 1986     GOOD             FLDNR
 AD6248  HISTORY     - 20021006 MARK NOT FOUND   USPSQD
 AD6248  HISTORY     - 20031007 MARK NOT FOUND   USPSQD
 AD6248  HISTORY     - 20231207 MARK NOT FOUND   GEOCAC
 AD6248
 AD6248                          STATION DESCRIPTION
 AD6248
 AD6248'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6248'3.7 MI NORTH FROM JUPITER.
 AD6248'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6248'LOXAHATCHEE RIVER, GO NORTH 2.9 MILES ALONG U.S. 1 TO THE ENTRANCE TO
 AD6248'JUPITER HILLS CLUB AND THE MARK.  THE MARK BEARS 32.3 FEET
 AD6248'EAST-NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF U.S. 1,
 AD6248'32.2 FEET WEST-SOUTHWEST OF THE NORTHBOUND LANE, 10.3 FEET
 AD6248'NORTH-NORTHWEST OF THE SOUTH END OF THE HIGHWAY MEDIAN, 113 FEET
 AD6248'NORTHEAST OF THE NORTH END OF THE ENTRANCE SIGN FOR JUPITER HILLS
 AD6248'CLUB, AND 1.2 FEET NORTH-NORTHWEST OF A WITNESS POST.
 AD6248
 AD6248                          STATION RECOVERY (1986)
 AD6248
 AD6248'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6248'RECOVERED IN GOOD CONDITION.
 AD6248
 AD6248                          STATION RECOVERY (2002)
 AD6248
 AD6248'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 AD6248'WITNESS POST IS GONE.
 AD6248
 AD6248                          STATION RECOVERY (2003)
 AD6248
 AD6248'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6248'MARK NOT FOUND.
 AD6248
 AD6248                          STATION RECOVERY (2023)
 AD6248
 AD6248'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD6248'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3752 ***********************************************************************
 DM3752  DESIGNATION -  872 2471 E
 DM3752  PID         -  DM3752
 DM3752  STATE/COUNTY-  FL/MARTIN
 DM3752  COUNTRY     -  US
 DM3752  USGS QUAD   -  JUPITER (2018)
 DM3752
 DM3752                         *CURRENT SURVEY CONTROL
 DM3752  ______________________________________________________________________
 DM3752* NAD 83(1986) POSITION- 26 59 16.94   (N) 080 05 36.69   (W)   HD_HELD1
 DM3752* NAVD 88 ORTHO HEIGHT -     6.525 (meters)       21.41  (feet) ADJUSTED
 DM3752  ______________________________________________________________________
 DM3752  GEOID HEIGHT    -        -27.575 (meters)                     GEOID18
 DM3752  DYNAMIC HEIGHT  -          6.515 (meters)       21.37  (feet) COMP
 DM3752  MODELED GRAVITY -    979,092.1   (mgal)                       NAVD 88
 DM3752
 DM3752  VERT ORDER      -  SECOND    CLASS I
 DM3752
 DM3752.The horizontal coordinates were determined by differentially corrected
 DM3752.hand held GPS observations or other comparable positioning techniques
 DM3752.and have an estimated accuracy of +/- 3 meters.
 DM3752
 DM3752.The orthometric height was determined by differential leveling and
 DM3752.adjusted by the NATIONAL GEODETIC SURVEY
 DM3752.in June 2011.
 DM3752
 DM3752.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3752.GEOID18 height accuracy estimate available here.
 DM3752
 DM3752.Click photographs - Photos may exist for this station.
 DM3752
 DM3752.The dynamic height is computed by dividing the NAVD 88
 DM3752.geopotential number by the normal gravity value computed on the
 DM3752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3752.degrees latitude (g = 980.6199 gals.).
 DM3752
 DM3752.The modeled gravity was interpolated from observed gravity values.
 DM3752
 DM3752;                    North         East    Units  Estimated Accuracy
 DM3752;SPC FL E     -   294,401.8     289,978.5     MT  (+/- 3 meters HH1 GPS) 
 DM3752
 DM3752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8994785433(NAD 83)
 DM3752
 DM3752                          SUPERSEDED SURVEY CONTROL
 DM3752
 DM3752.No superseded survey control is available for this station.
 DM3752
 DM3752_MARKER: DD = SURVEY DISK
 DM3752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM3752_STAMPING: 2471 E 2005
 DM3752_MARK LOGO: FLDEP
 DM3752_PROJECTION: FLUSH
 DM3752_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3752+STABILITY: SURFACE MOTION
 DM3752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3752+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2024
 DM3752
 DM3752  HISTORY     - Date     Condition        Report By
 DM3752  HISTORY     - 20051216 MONUMENTED       FLDEP
 DM3752  HISTORY     - 20231207 GOOD             GEOCAC
 DM3752  HISTORY     - 20240925 GOOD             FLDEP
 DM3752
 DM3752                          STATION DESCRIPTION
 DM3752
 DM3752'DESCRIBED BY FL DEPT OF ENV PRO 2005 (JRH)
 DM3752'THE MARK IS ABOUT 1.9 MI (3.1 KM) NORTH OF TEQUESTA, 0.9 MI (1.4 KM)
 DM3752'NORTH OF THE MARTIN-PALM BEACH COUNTY LINE, IN SECTION 19, TOWNSHIP 40
 DM3752'SOUTH, RANGE 43 EAST.
 DM3752'
 DM3752'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND SE
 DM3752'COUNTY LINE ROAD IN TEQUESTA, GO NORTH ON U.S. HIGHWAY 1 FOR 0.85 MI
 DM3752'(1.4 KM) TO THE ENTRANCE OF JUPITER HILLS CLUB ON THE LEFT AND THE
 DM3752'MARK, IN THE MEDIAN BETWEEN THE NORTHBOUND AND SOUTHBOUND LANES OF
 DM3752'U.S. HIGHWAY 1, JUST NORTH OF THE ENTRANCE DRIVE INTO JUPITER HILLS
 DM3752'CLUB, A FLDEP SURVEY DISK SET IN THE TOP OF A CONCRETE MONUMENT.
 DM3752'
 DM3752'THE MARK IS LOCATED 40.1 FT (12.2 M) NORTH OF A PK NAIL AND DISK LBF
 DM3752'AND H LB959 SET AT THE APPROXIMATE CENTERLINE OF THE MEDIAN ENTRANCE
 DM3752'DRIVE INTO JUPITER HILLS CLUB, 33.0 FT (10.1 M) WEST OF THE CENTERLINE
 DM3752'OF U.S. HIGHWAY 1 NORTHBOUND LANES, 31.0 FT (9.4 M) EAST OF THE
 DM3752'CENTERLINE OF U.S. HIGHWAY 1 SOUTHBOUND LANES, 4.2 FT (1.3 M) NORTH OF
 DM3752'AN ALUMINUM INFORMATION SIGN (YIELD) AND 4.4 FT (1.3 M) NORTH OF A
 DM3752'CARSONITE WITNESS POST.
 DM3752
 DM3752                          STATION RECOVERY (2023)
 DM3752
 DM3752'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DM3752'RECOVERED IN GOOD CONDITION.
 DM3752
 DM3752                          STATION RECOVERY (2024)
 DM3752
 DM3752'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (RXG)
 DM3752'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6244 ***********************************************************************
 AD6244  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6244  DESIGNATION -  872 2471 TIDAL 1
 AD6244  PID         -  AD6244
 AD6244  STATE/COUNTY-  FL/MARTIN
 AD6244  COUNTRY     -  US
 AD6244  USGS QUAD   -  JUPITER (2018)
 AD6244
 AD6244                         *CURRENT SURVEY CONTROL
 AD6244  ______________________________________________________________________
 AD6244* NAD 83(1986) POSITION- 26 59 17.2    (N) 080 05 34.5    (W)   HD_HELD2
 AD6244* NAVD 88 ORTHO HEIGHT -     1.013 (meters)        3.32  (feet) ADJUSTED
 AD6244  ______________________________________________________________________
 AD6244  GEOID HEIGHT    -        -27.578 (meters)                     GEOID18
 AD6244  DYNAMIC HEIGHT  -          1.012 (meters)        3.32  (feet) COMP
 AD6244  MODELED GRAVITY -    979,092.0   (mgal)                       NAVD 88
 AD6244
 AD6244  VERT ORDER      -  SECOND    CLASS I
 AD6244
 AD6244.The horizontal coordinates were established by autonomous hand held GPS
 AD6244.observations and have an estimated accuracy of +/- 10 meters.
 AD6244
 AD6244.The orthometric height was determined by differential leveling and
 AD6244.adjusted by the NATIONAL GEODETIC SURVEY
 AD6244.in September 1996.
 AD6244
 AD6244.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6244.GEOID18 height accuracy estimate available here.
 AD6244
 AD6244.This Tidal Bench Mark is designated as VM 5494
 AD6244.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6244
 AD6244.Click photographs - Photos may exist for this station.
 AD6244
 AD6244.The dynamic height is computed by dividing the NAVD 88
 AD6244.geopotential number by the normal gravity value computed on the
 AD6244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6244.degrees latitude (g = 980.6199 gals.).
 AD6244
 AD6244.The modeled gravity was interpolated from observed gravity values.
 AD6244
 AD6244;                    North         East    Units  Estimated Accuracy
 AD6244;SPC FL E     -   294,410.      290,039.      MT  (+/- 10 meters HH2 GPS)
 AD6244
 AD6244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9000885441(NAD 83)
 AD6244
 AD6244                          SUPERSEDED SURVEY CONTROL
 AD6244
 AD6244  NAVD 88 (06/15/91)    1.017  (m)            3.34   (f) SUPERSEDED  2 1
 AD6244  NGVD 29 (09/01/92)    1.469  (m)            4.82   (f) ADJUSTED    2 1
 AD6244
 AD6244.Superseded values are not recommended for survey control.
 AD6244
 AD6244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6244.See file dsdata.pdf to determine how the superseded data were derived.
 AD6244
 AD6244_MARKER: DB = BENCH MARK DISK
 AD6244_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6244_SP_SET: SEAWALL
 AD6244_STAMPING: NO 1 1972
 AD6244_MARK LOGO: CGS
 AD6244_PROJECTION: FLUSH
 AD6244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6244+STABILITY: SURFACE MOTION
 AD6244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6244+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2024
 AD6244
 AD6244  HISTORY     - Date     Condition        Report By
 AD6244  HISTORY     - 1972     MONUMENTED       NOS
 AD6244  HISTORY     - 1981     GOOD             FLDNR
 AD6244  HISTORY     - 1986     GOOD             FLDNR
 AD6244  HISTORY     - 20021006 GOOD             USPSQD
 AD6244  HISTORY     - 20031007 GOOD             USPSQD
 AD6244  HISTORY     - 20231207 GOOD             GEOCAC
 AD6244  HISTORY     - 20240928 SEE DESCRIPTION  FLDEP
 AD6244
 AD6244                          STATION DESCRIPTION
 AD6244
 AD6244'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6244'3.7 MI NORTH FROM JUPITER.
 AD6244'TO REACH THE GAGE SITE, BEGIN AT THE PALM BEACH/MARTIN COUNTY LINE ON
 AD6244'U.S. HIGHWAY 1, GO NORTH 1.3 MILES ALONG U.S. 1 TO 17755 S.E. FEDERAL
 AD6244'HIGHWAY (THE HOVERKAMP RESIDENCE).  THE MARK IS SET FLUSH IN THE
 AD6244'SEAWALL AT THE RESIDENCE OF MR. HOVERKAMP.  THE MARK IS 74.5 FEET
 AD6244'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOVERKAMP HOUSE, 54.5 FEET
 AD6244'SOUTH OF THE SOUTH SIDE OF THE DOCK AND 47 FEET EAST-NORTHEAST OF THE
 AD6244'NORTHEAST CORNER OF THE NEXT HOUSE SOUTH OF MR. HOVERKAMP.
 AD6244
 AD6244                          STATION RECOVERY (1986)
 AD6244
 AD6244'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6244'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE RESIDENCE OF
 AD6244'MR. HOVEKAMP IS NOW OCCUPIED BY FAZIO GOLF COURSE DESIGNERS, INC.
 AD6244'AND A CONCRETE WALL COVERS THE SOUTH EDGE OF THE DISK.
 AD6244
 AD6244                          STATION RECOVERY (2002)
 AD6244
 AD6244'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 AD6244'THIS A PRIVATE RESIDENCE NOW.
 AD6244
 AD6244                          STATION RECOVERY (2003)
 AD6244
 AD6244'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6244'RECOVERED IN GOOD CONDITION.
 AD6244
 AD6244                          STATION RECOVERY (2023)
 AD6244
 AD6244'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD6244'RECOVERED IN GOOD CONDITION.
 AD6244
 AD6244                          STATION RECOVERY (2024)
 AD6244
 AD6244'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (RXG)
 AD6244'RECOVERED IN GOOD CONDITION.
 AD6244'
 AD6244'NOTE- WITH THE FOLLOWING ADDITIONS. THE MARK STAMPING IS FADED AND
 AD6244'DIFFICULT TO READ, THE MARK HAS A STUCCO WALL COVERING A PORTION OF
 AD6244'THE DISK AND MAY BE DISTURBED. IT IS IN FAIR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6245 ***********************************************************************
 AD6245  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6245  DESIGNATION -  872 2471 TIDAL 2
 AD6245  PID         -  AD6245
 AD6245  STATE/COUNTY-  FL/MARTIN
 AD6245  COUNTRY     -  US
 AD6245  USGS QUAD   -  JUPITER (2018)
 AD6245
 AD6245                         *CURRENT SURVEY CONTROL
 AD6245  ______________________________________________________________________
 AD6245* NAD 83(1986) POSITION- 26 59 18.2    (N) 080 05 34.8    (W)   HD_HELD2
 AD6245* NAVD 88 ORTHO HEIGHT -     0.966 (meters)        3.17  (feet) ADJUSTED
 AD6245  ______________________________________________________________________
 AD6245  GEOID HEIGHT    -        -27.579 (meters)                     GEOID18
 AD6245  DYNAMIC HEIGHT  -          0.964 (meters)        3.16  (feet) COMP
 AD6245  MODELED GRAVITY -    979,092.0   (mgal)                       NAVD 88
 AD6245
 AD6245  VERT ORDER      -  SECOND    CLASS I
 AD6245
 AD6245.The horizontal coordinates were established by autonomous hand held GPS
 AD6245.observations and have an estimated accuracy of +/- 10 meters.
 AD6245
 AD6245.The orthometric height was determined by differential leveling and
 AD6245.adjusted by the NATIONAL GEODETIC SURVEY
 AD6245.in June 1991.
 AD6245
 AD6245.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6245.GEOID18 height accuracy estimate available here.
 AD6245
 AD6245.This Tidal Bench Mark is designated as VM 5495
 AD6245.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6245
 AD6245.Click photographs - Photos may exist for this station.
 AD6245
 AD6245.The dynamic height is computed by dividing the NAVD 88
 AD6245.geopotential number by the normal gravity value computed on the
 AD6245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6245.degrees latitude (g = 980.6199 gals.).
 AD6245
 AD6245.The modeled gravity was interpolated from observed gravity values.
 AD6245
 AD6245;                    North         East    Units  Estimated Accuracy
 AD6245;SPC FL E     -   294,441.      290,030.      MT  (+/- 10 meters HH2 GPS)
 AD6245
 AD6245_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8999985472(NAD 83)
 AD6245
 AD6245                          SUPERSEDED SURVEY CONTROL
 AD6245
 AD6245  NGVD 29 (09/01/92)    1.420  (m)            4.66   (f) ADJUSTED    2 1
 AD6245
 AD6245.Superseded values are not recommended for survey control.
 AD6245
 AD6245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6245.See file dsdata.pdf to determine how the superseded data were derived.
 AD6245
 AD6245_MARKER: DB = BENCH MARK DISK
 AD6245_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6245_SP_SET: SEAWALL
 AD6245_STAMPING: NO 2 1972
 AD6245_MARK LOGO: CGS
 AD6245_PROJECTION: FLUSH
 AD6245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6245+STABILITY: SURFACE MOTION
 AD6245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6245+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2024
 AD6245
 AD6245  HISTORY     - Date     Condition        Report By
 AD6245  HISTORY     - 1972     MONUMENTED       NOS
 AD6245  HISTORY     - 1980     GOOD             FLDNR
 AD6245  HISTORY     - 1986     GOOD             FLDNR
 AD6245  HISTORY     - 20021006 MARK NOT FOUND   USPSQD
 AD6245  HISTORY     - 20031007 GOOD             USPSQD
 AD6245  HISTORY     - 20231207 GOOD             GEOCAC
 AD6245  HISTORY     - 20240928 GOOD             FLDEP
 AD6245
 AD6245                          STATION DESCRIPTION
 AD6245
 AD6245'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6245'3.7 MI NORTH FROM JUPITER.
 AD6245'TO REACH THE GAGE SITE, BEGIN AT THE PALM BEACH/MARTIN COUNTY LINE ON
 AD6245'U.S. HIGHWAY 1, GO NORTH 1.3 MILES ALONG U.S. 1 TO 17755 S.E. FEDERAL
 AD6245'HIGHWAY (THE HOVERKAMP RESIDENCE).  THE MARK IS SET FLUSH IN THE
 AD6245'SEAWALL AT THE RESIDENCE OF MR. HOVERKAMP, 106 FEET NORTH OF BENCH
 AD6245'MARK NO 1 1972, AND 51.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AD6245'HOUSE.
 AD6245
 AD6245                          STATION RECOVERY (1986)
 AD6245
 AD6245'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6245'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE FORMER
 AD6245'RESIDENCE OF MR. HOVERKAMP IS NOW OCCUPIED BY FAZIO GOLF COURSE
 AD6245'DESIGNERS, INC.
 AD6245
 AD6245                          STATION RECOVERY (2002)
 AD6245
 AD6245'RECOVERY NOTE BY US POWER SQUADRON 2002 (FRC)
 AD6245'THIS A PRIVATE RESIDENCE NOW.
 AD6245
 AD6245                          STATION RECOVERY (2003)
 AD6245
 AD6245'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6245'RECOVERED IN GOOD CONDITION.
 AD6245
 AD6245                          STATION RECOVERY (2023)
 AD6245
 AD6245'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD6245'RECOVERED IN GOOD CONDITION.
 AD6245
 AD6245                          STATION RECOVERY (2024)
 AD6245
 AD6245'RECOVERY NOTE BY FL DEPT OF ENV PRO 2024 (RXG)
 AD6245'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6246 ***********************************************************************
 AD6246  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6246  DESIGNATION -  872 2471 TIDAL 3
 AD6246  PID         -  AD6246
 AD6246  STATE/COUNTY-  FL/MARTIN
 AD6246  COUNTRY     -  US
 AD6246  USGS QUAD   -  JUPITER (2018)
 AD6246
 AD6246                         *CURRENT SURVEY CONTROL
 AD6246  ______________________________________________________________________
 AD6246* NAD 83(1986) POSITION- 26 59 18.     (N) 080 05 32.     (W)   SCALED
 AD6246* NAVD 88 ORTHO HEIGHT -     0.945 (meters)        3.10  (feet) ADJUSTED
 AD6246  ______________________________________________________________________
 AD6246  GEOID HEIGHT    -        -27.582 (meters)                     GEOID18
 AD6246  DYNAMIC HEIGHT  -          0.943 (meters)        3.09  (feet) COMP
 AD6246  MODELED GRAVITY -    979,092.0   (mgal)                       NAVD 88
 AD6246
 AD6246  VERT ORDER      -  SECOND    CLASS I
 AD6246
 AD6246.The horizontal coordinates were scaled from a map and have
 AD6246.an estimated accuracy of +/- 6 seconds.
 AD6246
 AD6246.The orthometric height was determined by differential leveling and
 AD6246.adjusted by the NATIONAL GEODETIC SURVEY
 AD6246.in June 1991.
 AD6246
 AD6246.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6246.GEOID18 height accuracy estimate available here.
 AD6246
 AD6246.This Tidal Bench Mark is designated as VM 5496
 AD6246.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6246
 AD6246.Click photographs - Photos may exist for this station.
 AD6246
 AD6246.The dynamic height is computed by dividing the NAVD 88
 AD6246.geopotential number by the normal gravity value computed on the
 AD6246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6246.degrees latitude (g = 980.6199 gals.).
 AD6246
 AD6246.The modeled gravity was interpolated from observed gravity values.
 AD6246
 AD6246;                    North         East    Units  Estimated Accuracy
 AD6246;SPC FL E     -   294,440.      290,110.      MT  (+/- 180 meters Scaled)
 AD6246
 AD6246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK900854(NAD 83)
 AD6246
 AD6246                          SUPERSEDED SURVEY CONTROL
 AD6246
 AD6246  NGVD 29 (09/01/92)    1.398  (m)            4.59   (f) ADJUSTED    2 1
 AD6246
 AD6246.Superseded values are not recommended for survey control.
 AD6246
 AD6246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6246.See file dsdata.pdf to determine how the superseded data were derived.
 AD6246
 AD6246_MARKER: DB = BENCH MARK DISK
 AD6246_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6246_SP_SET: SEAWALL
 AD6246_STAMPING: NO 3 1972
 AD6246_MARK LOGO: CGS
 AD6246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6246+STABILITY: SURFACE MOTION
 AD6246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6246+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2003
 AD6246
 AD6246  HISTORY     - Date     Condition        Report By
 AD6246  HISTORY     - 1972     MONUMENTED       NOS
 AD6246  HISTORY     - 1980     GOOD             FLDNR
 AD6246  HISTORY     - 1986     GOOD             FLDNR
 AD6246  HISTORY     - 20031007 GOOD             USPSQD
 AD6246  HISTORY     - 20231207 MARK NOT FOUND   GEOCAC
 AD6246
 AD6246                          STATION DESCRIPTION
 AD6246
 AD6246'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6246'3.7 MI NORTH FROM JUPITER.
 AD6246'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6246'LOXAHATCHEE RIVER, GO NORTH 2.9 MILES ALONG U.S. 1 TO THE ENTRANCE TO
 AD6246'JUPITER HILLS CLUB AND THE MARK.  THE MARK BEARS 72 FEET NORTHEAST OF
 AD6246'THE NORTHEAST CORNER OF THE MIDDLETON RESIDENCE, 15.8 FEET SOUTHEAST
 AD6246'OF THE NORTHWEST END OF THE SEAWALL, AND 1.2 FEET SOUTHWEST OF THE
 AD6246'NORTHEAST END OF THE SEAWALL.
 AD6246
 AD6246                          STATION RECOVERY (1986)
 AD6246
 AD6246'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6246'RECOVERED IN GOOD CONDITION.
 AD6246
 AD6246                          STATION RECOVERY (2003)
 AD6246
 AD6246'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6246'HOUSE NUMBER IS 17745.
 AD6246'
 AD6246
 AD6246                          STATION RECOVERY (2023)
 AD6246
 AD6246'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD6246'THE SEAWALL AT THIS LOCATION HAS BEEN CAPPED WITH ADDITIONAL CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8088 ***********************************************************************
 AD8088  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8088  DESIGNATION -  872 2471 TIDAL 4
 AD8088  PID         -  AD8088
 AD8088  STATE/COUNTY-  FL/MARTIN
 AD8088  COUNTRY     -  US
 AD8088  USGS QUAD   -  JUPITER (2018)
 AD8088
 AD8088                         *CURRENT SURVEY CONTROL
 AD8088  ______________________________________________________________________
 AD8088* NAD 83(1986) POSITION- 26 59 18.     (N) 080 05 32.     (W)   SCALED
 AD8088* NAVD 88 ORTHO HEIGHT -     6.525 (meters)       21.41  (feet) ADJUSTED
 AD8088  ______________________________________________________________________
 AD8088  GEOID HEIGHT    -        -27.582 (meters)                     GEOID18
 AD8088  DYNAMIC HEIGHT  -          6.515 (meters)       21.37  (feet) COMP
 AD8088  MODELED GRAVITY -    979,092.0   (mgal)                       NAVD 88
 AD8088
 AD8088  VERT ORDER      -  SECOND    CLASS I
 AD8088
 AD8088.The horizontal coordinates were scaled from a map and have
 AD8088.an estimated accuracy of +/- 6 seconds.
 AD8088
 AD8088.The orthometric height was determined by differential leveling and
 AD8088.adjusted by the NATIONAL GEODETIC SURVEY
 AD8088.in September 1996.
 AD8088
 AD8088.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8088.GEOID18 height accuracy estimate available here.
 AD8088
 AD8088.This Tidal Bench Mark is designated as VM 5497
 AD8088.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8088
 AD8088.Click photographs - Photos may exist for this station.
 AD8088
 AD8088.The dynamic height is computed by dividing the NAVD 88
 AD8088.geopotential number by the normal gravity value computed on the
 AD8088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8088.degrees latitude (g = 980.6199 gals.).
 AD8088
 AD8088.The modeled gravity was interpolated from observed gravity values.
 AD8088
 AD8088;                    North         East    Units  Estimated Accuracy
 AD8088;SPC FL E     -   294,440.      290,110.      MT  (+/- 180 meters Scaled)
 AD8088
 AD8088_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK900854(NAD 83)
 AD8088
 AD8088                          SUPERSEDED SURVEY CONTROL
 AD8088
 AD8088  NGVD 29 (09/01/92)    6.980  (m)           22.90   (f) ADJUSTED    2 1
 AD8088
 AD8088.Superseded values are not recommended for survey control.
 AD8088
 AD8088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8088.See file dsdata.pdf to determine how the superseded data were derived.
 AD8088
 AD8088_MARKER: DB = BENCH MARK DISK
 AD8088_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD8088_SP_SET: CURBING
 AD8088_STAMPING: NO 4 1972
 AD8088_MARK LOGO: CGS
 AD8088_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8088
 AD8088  HISTORY     - Date     Condition        Report By
 AD8088  HISTORY     - 1972     MONUMENTED       NOS
 AD8088  HISTORY     - 1986     GOOD             FLDNR
 AD8088  HISTORY     - 20031002 MARK NOT FOUND   USPSQD
 AD8088  HISTORY     - 20231207 MARK NOT FOUND   GEOCAC
 AD8088
 AD8088                          STATION DESCRIPTION
 AD8088
 AD8088'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8088'3.7 MI NORTH FROM JUPITER.
 AD8088'BEGIN AT THE NORTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD8088'LOXAHATCHEE RIVER NORTH OF JUPITER, GO 2.9 MILES NORTH ALONG U.S. 1
 AD8088'TO THE MARK.  THE MARK BEARS 75.0 FEET NORTH OF THE CROSSOVER TO THE
 AD8088'JUPITER HILLS CLUB, 13.0 FEET NORTH OF THE CENTERLINEE OF THE
 AD8088'NORTHBOUND LANE OF U.S. 1 AND IS DIRECTLY ACROSS THE HIGHWAY FROM
 AD8088'ADDRESS NUMBER 17755.
 AD8088
 AD8088                          STATION RECOVERY (2003)
 AD8088
 AD8088'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8088'ALL CONCRETE CURBING REMOVED
 AD8088
 AD8088                          STATION RECOVERY (2023)
 AD8088
 AD8088'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD8088'CONCRETE CURBING AT THIS LOCATION HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6247 ***********************************************************************
 AD6247  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6247  DESIGNATION -  872 2471 TIDAL 5
 AD6247  PID         -  AD6247
 AD6247  STATE/COUNTY-  FL/MARTIN
 AD6247  COUNTRY     -  US
 AD6247  USGS QUAD   -  JUPITER (2018)
 AD6247
 AD6247                         *CURRENT SURVEY CONTROL
 AD6247  ______________________________________________________________________
 AD6247* NAD 83(1986) POSITION- 26 59 18.     (N) 080 05 32.     (W)   SCALED
 AD6247* NAVD 88 ORTHO HEIGHT -     6.509 (meters)       21.35  (feet) ADJUSTED
 AD6247  ______________________________________________________________________
 AD6247  GEOID HEIGHT    -        -27.582 (meters)                     GEOID18
 AD6247  DYNAMIC HEIGHT  -          6.498 (meters)       21.32  (feet) COMP
 AD6247  MODELED GRAVITY -    979,092.0   (mgal)                       NAVD 88
 AD6247
 AD6247  VERT ORDER      -  SECOND    CLASS I
 AD6247
 AD6247.The horizontal coordinates were scaled from a map and have
 AD6247.an estimated accuracy of +/- 6 seconds.
 AD6247
 AD6247.The orthometric height was determined by differential leveling and
 AD6247.adjusted by the NATIONAL GEODETIC SURVEY
 AD6247.in September 1996.
 AD6247
 AD6247.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6247.GEOID18 height accuracy estimate available here.
 AD6247
 AD6247.This Tidal Bench Mark is designated as VM 5498
 AD6247.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6247
 AD6247.Click photographs - Photos may exist for this station.
 AD6247
 AD6247.The dynamic height is computed by dividing the NAVD 88
 AD6247.geopotential number by the normal gravity value computed on the
 AD6247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6247.degrees latitude (g = 980.6199 gals.).
 AD6247
 AD6247.The modeled gravity was interpolated from observed gravity values.
 AD6247
 AD6247;                    North         East    Units  Estimated Accuracy
 AD6247;SPC FL E     -   294,440.      290,110.      MT  (+/- 180 meters Scaled)
 AD6247
 AD6247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK900854(NAD 83)
 AD6247
 AD6247                          SUPERSEDED SURVEY CONTROL
 AD6247
 AD6247  NAVD 88 (06/15/91)    6.507  (m)           21.35   (f) SUPERSEDED  2 1
 AD6247  NGVD 29 (09/01/92)    6.961  (m)           22.84   (f) ADJUSTED    2 1
 AD6247
 AD6247.Superseded values are not recommended for survey control.
 AD6247
 AD6247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6247.See file dsdata.pdf to determine how the superseded data were derived.
 AD6247
 AD6247_MARKER: DB = BENCH MARK DISK
 AD6247_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6247_SP_SET: CURBING
 AD6247_STAMPING: NO 5 1972
 AD6247_MARK LOGO: CGS
 AD6247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6247
 AD6247  HISTORY     - Date     Condition        Report By
 AD6247  HISTORY     - 1972     MONUMENTED       NOS
 AD6247  HISTORY     - 1980     GOOD             FLDNR
 AD6247  HISTORY     - 1986     GOOD             FLDNR
 AD6247  HISTORY     - 20031003 MARK NOT FOUND   USPSQD
 AD6247  HISTORY     - 20231207 MARK NOT FOUND   GEOCAC
 AD6247
 AD6247                          STATION DESCRIPTION
 AD6247
 AD6247'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6247'3.7 MI NORTH FROM JUPITER.
 AD6247'TO REACH THE GAGE SITE, BEGIN AT THE PALM BEACH/MARTIN COUNTY LINE ON
 AD6247'U.S. HIGHWAY 1, GO NORTH 1.3 MILES ALONG U.S. 1 TO 17755 S.E. FEDERAL
 AD6247'HIGHWAY (THE HOVERKAMP RESIDENCE).  THE MARK IS SET FLUSH IN A
 AD6247'CONCRETE CURBING NEXT TO THE MEDIAN ON THE EAST SIDE OF THE SOUTHBOUND
 AD6247'LANE OF U.S. HIGHWAY 1 IN FRONT OF THE HOUSE JUST SOUTH OF THE
 AD6247'HOVERKAMP RESIDENCE, 39 FEET SOUTH OF THE CENTERLINE OF THE TRAFFIC
 AD6247'CROSSWALK WHICH LEADS TO THE JUPITER HILLS PRIVATE CLUB, AND 14.8 FEET
 AD6247'EAST OF THE CENTERLINE OF THE SOUTHBOUND LANE.
 AD6247
 AD6247                          STATION RECOVERY (1986)
 AD6247
 AD6247'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6247'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE FORMER
 AD6247'RESIDENCE OF MR. HOVERKAMP IS NOW OCCUPIED BY FAZIO GOLF COURSE
 AD6247'DESIGNERS, INC.
 AD6247
 AD6247                          STATION RECOVERY (2003)
 AD6247
 AD6247'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6247'ALL CONCRETE CURBING REMOVED
 AD6247'
 AD6247
 AD6247                          STATION RECOVERY (2023)
 AD6247
 AD6247'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD6247'CONCRETE CURBING AT THIS LOCATION HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6241 ***********************************************************************
 AD6241  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6241  DESIGNATION -  872 2472 4
 AD6241  PID         -  AD6241
 AD6241  STATE/COUNTY-  FL/MARTIN
 AD6241  COUNTRY     -  US
 AD6241  USGS QUAD   -  ROOD (2018)
 AD6241
 AD6241                         *CURRENT SURVEY CONTROL
 AD6241  ______________________________________________________________________
 AD6241* NAD 83(1986) POSITION- 26 59 13.27   (N) 080 08 29.08   (W)   HD_HELD1
 AD6241* NAVD 88 ORTHO HEIGHT -     1.739 (meters)        5.71  (feet) ADJUSTED
 AD6241  ______________________________________________________________________
 AD6241  GEOID HEIGHT    -        -27.370 (meters)                     GEOID18
 AD6241  DYNAMIC HEIGHT  -          1.736 (meters)        5.70  (feet) COMP
 AD6241  MODELED GRAVITY -    979,097.0   (mgal)                       NAVD 88
 AD6241
 AD6241  VERT ORDER      -  SECOND    CLASS I
 AD6241
 AD6241.The horizontal coordinates were determined by differentially corrected
 AD6241.hand held GPS observations or other comparable positioning techniques
 AD6241.and have an estimated accuracy of +/- 3 meters.
 AD6241
 AD6241.The orthometric height was determined by differential leveling and
 AD6241.adjusted by the NATIONAL GEODETIC SURVEY
 AD6241.in June 2011.
 AD6241
 AD6241.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6241.GEOID18 height accuracy estimate available here.
 AD6241
 AD6241.This Tidal Bench Mark is designated as VM 5501
 AD6241.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6241
 AD6241.Click photographs - Photos may exist for this station.
 AD6241
 AD6241.The dynamic height is computed by dividing the NAVD 88
 AD6241.geopotential number by the normal gravity value computed on the
 AD6241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6241.degrees latitude (g = 980.6199 gals.).
 AD6241
 AD6241.The modeled gravity was interpolated from observed gravity values.
 AD6241
 AD6241;                    North         East    Units  Estimated Accuracy
 AD6241;SPC FL E     -   294,255.6     285,225.8     MT  (+/- 3 meters HH1 GPS) 
 AD6241
 AD6241_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8519685287(NAD 83)
 AD6241
 AD6241                          SUPERSEDED SURVEY CONTROL
 AD6241
 AD6241  NAVD 88 (09/06/96)    1.760  (m)            5.77   (f) SUPERSEDED  2 1
 AD6241  NAVD 88 (06/15/91)    1.765  (m)            5.79   (f) SUPERSEDED  2 1
 AD6241  NGVD 29 (09/01/92)    2.218  (m)            7.28   (f) ADJUSTED    2 1
 AD6241
 AD6241.Superseded values are not recommended for survey control.
 AD6241
 AD6241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6241.See file dsdata.pdf to determine how the superseded data were derived.
 AD6241
 AD6241_MARKER: DB = BENCH MARK DISK
 AD6241_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6241_SP_SET: SLAB
 AD6241_STAMPING: NO 4 1972
 AD6241_MARK LOGO: CGS
 AD6241_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6241_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6241+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2023
 AD6241
 AD6241  HISTORY     - Date     Condition        Report By
 AD6241  HISTORY     - 1972     MONUMENTED       NOS
 AD6241  HISTORY     - 1980     GOOD             USPSQD
 AD6241  HISTORY     - 1980     GOOD             FLDNR
 AD6241  HISTORY     - 1986     GOOD             FLDNR
 AD6241  HISTORY     - 20051203 GOOD             FLDEP
 AD6241  HISTORY     - 20230824 GOOD             GEOCAC
 AD6241
 AD6241                          STATION DESCRIPTION
 AD6241
 AD6241'DESCRIBED BY US POWER SQUADRON 1980 (JRM)
 AD6241'RECOVERED IN GOOD CONDITION.
 AD6241
 AD6241                          STATION RECOVERY (1980)
 AD6241
 AD6241'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD6241'3.6 MI NW FROM TEQUESTA.
 AD6241'TO REACH THE MARK, BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND
 AD6241'U.S. 1 IN TEQUESTA, PROCEED 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE
 AD6241'JUNCTION OF COUNTRY CLUB ROAD, GO 2.75 MILES NORTH ON COUNTRY CLUB
 AD6241'ROAD TO A 90-DEGREE LEFT TURN, GO WEST 0.2 MILE TO A FORK IN THE ROAD.
 AD6241'TAKE THE RIGHT FORK (DIRT ROAD) FOR 0.15 MILE TO THE ENTRANCE TO A BOY
 AD6241'SCOUT CAMP (CAMP TANAH-KEETA), CONTINUE ALONG THE DIRT ROAD TO ITS
 AD6241'END AT A LAMP, AND CONTINUE FOR ABOUT 1000 FEET TO THE CAMP SWIMMING
 AD6241'AREA AND THE MARK.  THE MARK IS SET IN THE CONCRETE PLATFORM AT THE
 AD6241'ENTRANCE TO THE BLOCK BUILDING USED FOR CANOE STORAGE.  IT LIES 9.5
 AD6241'FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE BUILDING AND 31.6 FEET
 AD6241'SOUTHWEST OF THE NORTHEAST CORNER OF THE PLATFORM.
 AD6241
 AD6241                          STATION RECOVERY (1986)
 AD6241
 AD6241'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6241'RECOVERED IN GOOD CONDITION.
 AD6241
 AD6241                          STATION RECOVERY (2005)
 AD6241
 AD6241'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AD6241'RECOVERED AS DESCRIBED.
 AD6241
 AD6241                          STATION RECOVERY (2023)
 AD6241
 AD6241'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD6241'CONTACT RANGER RICK AT 561-386-7710 FOR ACCESS TO MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6242 ***********************************************************************
 AD6242  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6242  DESIGNATION -  872 2472 5
 AD6242  PID         -  AD6242
 AD6242  STATE/COUNTY-  FL/MARTIN
 AD6242  COUNTRY     -  US
 AD6242  USGS QUAD   -  ROOD (2018)
 AD6242
 AD6242                         *CURRENT SURVEY CONTROL
 AD6242  ______________________________________________________________________
 AD6242* NAD 83(1986) POSITION- 26 59 13.59   (N) 080 08 29.15   (W)   HD_HELD1
 AD6242* NAVD 88 ORTHO HEIGHT -     2.027 (meters)        6.65  (feet) ADJUSTED
 AD6242  ______________________________________________________________________
 AD6242  GEOID HEIGHT    -        -27.370 (meters)                     GEOID18
 AD6242  DYNAMIC HEIGHT  -          2.024 (meters)        6.64  (feet) COMP
 AD6242  MODELED GRAVITY -    979,097.0   (mgal)                       NAVD 88
 AD6242
 AD6242  VERT ORDER      -  SECOND    CLASS I
 AD6242
 AD6242.The horizontal coordinates were determined by differentially corrected
 AD6242.hand held GPS observations or other comparable positioning techniques
 AD6242.and have an estimated accuracy of +/- 3 meters.
 AD6242
 AD6242.The orthometric height was determined by differential leveling and
 AD6242.adjusted by the NATIONAL GEODETIC SURVEY
 AD6242.in June 1991.
 AD6242
 AD6242.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6242.GEOID18 height accuracy estimate available here.
 AD6242
 AD6242.This Tidal Bench Mark is designated as VM 5502
 AD6242.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6242
 AD6242.Click photographs - Photos may exist for this station.
 AD6242
 AD6242.The dynamic height is computed by dividing the NAVD 88
 AD6242.geopotential number by the normal gravity value computed on the
 AD6242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6242.degrees latitude (g = 980.6199 gals.).
 AD6242
 AD6242.The modeled gravity was interpolated from observed gravity values.
 AD6242
 AD6242;                    North         East    Units  Estimated Accuracy
 AD6242;SPC FL E     -   294,265.5     285,223.8     MT  (+/- 3 meters HH1 GPS) 
 AD6242
 AD6242_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8519485297(NAD 83)
 AD6242
 AD6242                          SUPERSEDED SURVEY CONTROL
 AD6242
 AD6242  NGVD 29 (09/01/92)    2.484  (m)            8.15   (f) ADJUSTED    2 1
 AD6242
 AD6242.Superseded values are not recommended for survey control.
 AD6242
 AD6242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6242.See file dsdata.pdf to determine how the superseded data were derived.
 AD6242
 AD6242_MARKER: DB = BENCH MARK DISK
 AD6242_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6242_SP_SET: PLATFORM
 AD6242_STAMPING: NO 5 1972
 AD6242_MARK LOGO: CGS
 AD6242_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6242_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6242_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6242+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2023
 AD6242
 AD6242  HISTORY     - Date     Condition        Report By
 AD6242  HISTORY     - 1972     MONUMENTED       NOS
 AD6242  HISTORY     - 1980     GOOD             FLDNR
 AD6242  HISTORY     - 1986     GOOD             FLDNR
 AD6242  HISTORY     - 1989     GOOD             USPSQD
 AD6242  HISTORY     - 20051203 GOOD             FLDEP
 AD6242  HISTORY     - 20230824 GOOD             GEOCAC
 AD6242
 AD6242                          STATION DESCRIPTION
 AD6242
 AD6242'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6242'3.6 MI NW FROM TEQUESTA.
 AD6242'TO REACH THE MARK, BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND
 AD6242'U.S. 1 IN TEQUESTA, PROCEED 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE
 AD6242'JUNCTION OF COUNTRY CLUB ROAD, GO 2.75 MILES NORTH ON COUNTRY CLUB
 AD6242'ROAD TO A 90-DEGREE LEFT TURN, GO WEST 0.2 MILE TO A FORK IN THE ROAD.
 AD6242'TAKE THE RIGHT FORK (DIRT ROAD) FOR 0.15 MILE TO THE ENTRANCE TO A BOY
 AD6242'SCOUT CAMP (CAMP TANAH-KEETA), CONTINUE ALONG THE DIRT ROAD TO ITS
 AD6242'END AT A LAMP, AND CONTINUE FOR ABOUT 1000 FEET TO THE CAMP SWIMMING
 AD6242'AREA AND THE MARK.  THE MARK IS SET IN THE CONCRETE PLATFORM AT THE
 AD6242'ENTRANCE TO THE BUILDING USED FOR CANOE STORAGE, 33 FEET SOUTHWEST OF
 AD6242'THE NORTHEAST CORNER OF THE BUILDING AND 9.5 FEET NORTHWEST OF THE
 AD6242'NORTHEAST CORNER OF THE PLATFORM.
 AD6242
 AD6242                          STATION RECOVERY (1986)
 AD6242
 AD6242'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6242'RECOVERED IN GOOD CONDITION.
 AD6242
 AD6242                          STATION RECOVERY (1989)
 AD6242
 AD6242'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD6242'RECOVERED IN GOOD CONDITION.
 AD6242
 AD6242                          STATION RECOVERY (2005)
 AD6242
 AD6242'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AD6242'RECOVERED AS DESCRIBED.
 AD6242
 AD6242                          STATION RECOVERY (2023)
 AD6242
 AD6242'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD6242'CONTACT RANGER RICK AT 561-386-7710 FOR ACCESS TO MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6240 ***********************************************************************
 AD6240  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6240  DESIGNATION -  872 2472 A
 AD6240  PID         -  AD6240
 AD6240  STATE/COUNTY-  FL/MARTIN
 AD6240  COUNTRY     -  US
 AD6240  USGS QUAD   -  ROOD (2018)
 AD6240
 AD6240                         *CURRENT SURVEY CONTROL
 AD6240  ______________________________________________________________________
 AD6240* NAD 83(1986) POSITION- 26 59 12.5    (N) 080 08 27.9    (W)   HD_HELD2
 AD6240* NAVD 88 ORTHO HEIGHT -     1.878 (meters)        6.16  (feet) ADJUSTED
 AD6240  ______________________________________________________________________
 AD6240  GEOID HEIGHT    -        -27.370 (meters)                     GEOID18
 AD6240  DYNAMIC HEIGHT  -          1.875 (meters)        6.15  (feet) COMP
 AD6240  MODELED GRAVITY -    979,097.0   (mgal)                       NAVD 88
 AD6240
 AD6240  VERT ORDER      -  SECOND    CLASS I
 AD6240
 AD6240.The horizontal coordinates were established by autonomous hand held GPS
 AD6240.observations and have an estimated accuracy of +/- 10 meters.
 AD6240
 AD6240.The orthometric height was determined by differential leveling and
 AD6240.adjusted by the NATIONAL GEODETIC SURVEY
 AD6240.in June 2011.
 AD6240
 AD6240.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6240.GEOID18 height accuracy estimate available here.
 AD6240
 AD6240.This Tidal Bench Mark is designated as VM 5503
 AD6240.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6240
 AD6240.Click photographs - Photos may exist for this station.
 AD6240
 AD6240.The dynamic height is computed by dividing the NAVD 88
 AD6240.geopotential number by the normal gravity value computed on the
 AD6240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6240.degrees latitude (g = 980.6199 gals.).
 AD6240
 AD6240.The modeled gravity was interpolated from observed gravity values.
 AD6240
 AD6240;                    North         East    Units  Estimated Accuracy
 AD6240;SPC FL E     -   294,232.      285,259.      MT  (+/- 10 meters HH2 GPS)
 AD6240
 AD6240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8522985263(NAD 83)
 AD6240
 AD6240                          SUPERSEDED SURVEY CONTROL
 AD6240
 AD6240  NAVD 88 (06/15/91)    1.876  (m)            6.15   (f) SUPERSEDED  2 1
 AD6240  NGVD 29 (09/01/92)    2.331  (m)            7.65   (f) ADJUSTED    2 1
 AD6240
 AD6240.Superseded values are not recommended for survey control.
 AD6240
 AD6240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6240.See file dsdata.pdf to determine how the superseded data were derived.
 AD6240
 AD6240_MARKER: DD = SURVEY DISK
 AD6240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6240_STAMPING: 2472 A 1980 BSM
 AD6240_MARK LOGO: FLDNR
 AD6240_PROJECTION: FLUSH
 AD6240_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6240+STABILITY: SURFACE MOTION
 AD6240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6240+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2023
 AD6240
 AD6240  HISTORY     - Date     Condition        Report By
 AD6240  HISTORY     - 1980     MONUMENTED       FLDNR
 AD6240  HISTORY     - 1986     GOOD             FLDNR
 AD6240  HISTORY     - 1989     GOOD             USPSQD
 AD6240  HISTORY     - 20051203 GOOD             FLDEP
 AD6240  HISTORY     - 20230824 GOOD             GEOCAC
 AD6240
 AD6240                          STATION DESCRIPTION
 AD6240
 AD6240'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6240'3.6 MI NW FROM TEQUESTA.
 AD6240'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1 IN
 AD6240'TEQUESTA, PROCEED 1.6 MILES WESTERLY ALONG TEQUESTA DRIVE TO THE
 AD6240'JUNCTION OF COUNTRY CLUB ROAD, GO 2.75 MILES NORTHERLY ALONG COUNTRY
 AD6240'CLUB ROAD TO A 90-DEGREE LEFT TURN, GO WEST 0.2 MILE TO A FORK IN THE
 AD6240'ROAD, TAKE THE RIGHT FORK (DIRT ROAD) FOR 0.15 MILE TO THE ENTRANCE TO
 AD6240'BOY SCOUT CAMP TANAH-KEETA, CONTINUE ALONG THE DIRT ROAD TO ITS END AT
 AD6240'THE CAMP, CONTINUE WESTERLY ON FOOT FOR ABOUT 1000 FEET TO THE CAMP
 AD6240'SWIMMING AREA AND THE MARK LOCATION.  THE MARK BEARS 1.8 FEET EAST OF
 AD6240'THE EAST CORNER OF A 4-FOOT HIGH CHAIN-LINK FENCE AROUND THE SWIMMING
 AD6240'AREA, 110 FEET EAST OF THE EAST END OF THE SWIMMING AREA DOCK, 60 FEET
 AD6240'NORTHEAST OF THE SOUTHWEST END OF THE FENCE WHERE IT MEETS THE WATER,
 AD6240'AND 2.1 FEET EAST-NORTHEAST OF A WITNESS POST.
 AD6240
 AD6240                          STATION RECOVERY (1986)
 AD6240
 AD6240'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6240'RECOVERED IN GOOD CONDITION.
 AD6240
 AD6240                          STATION RECOVERY (1989)
 AD6240
 AD6240'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD6240'RECOVERED IN GOOD CONDITION.
 AD6240
 AD6240                          STATION RECOVERY (2005)
 AD6240
 AD6240'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AD6240'RECOVERED AS DESCRIBED.
 AD6240
 AD6240                          STATION RECOVERY (2023)
 AD6240
 AD6240'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD6240'THE MARK IS 3.8 FT (1.2 M) SOUTH OF A STEEL WITNESS POST.  CONTACT
 AD6240'RANGER RICK AT 561-386-7710 FOR ACCESS TO MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6239 ***********************************************************************
 AD6239  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6239  DESIGNATION -  872 2472 B
 AD6239  PID         -  AD6239
 AD6239  STATE/COUNTY-  FL/MARTIN
 AD6239  COUNTRY     -  US
 AD6239  USGS QUAD   -  ROOD (2018)
 AD6239
 AD6239                         *CURRENT SURVEY CONTROL
 AD6239  ______________________________________________________________________
 AD6239* NAD 83(1986) POSITION- 26 59 13.3    (N) 080 08 25.5    (W)   HD_HELD2
 AD6239* NAVD 88 ORTHO HEIGHT -     2.603 (meters)        8.54  (feet) ADJUSTED
 AD6239  ______________________________________________________________________
 AD6239  GEOID HEIGHT    -        -27.374 (meters)                     GEOID18
 AD6239  DYNAMIC HEIGHT  -          2.599 (meters)        8.53  (feet) COMP
 AD6239  MODELED GRAVITY -    979,097.0   (mgal)                       NAVD 88
 AD6239
 AD6239  VERT ORDER      -  SECOND    CLASS I
 AD6239
 AD6239.The horizontal coordinates were established by autonomous hand held GPS
 AD6239.observations and have an estimated accuracy of +/- 10 meters.
 AD6239
 AD6239.The orthometric height was determined by differential leveling and
 AD6239.adjusted by the NATIONAL GEODETIC SURVEY
 AD6239.in June 2011.
 AD6239
 AD6239.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6239.GEOID18 height accuracy estimate available here.
 AD6239
 AD6239.This Tidal Bench Mark is designated as VM 5504
 AD6239.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6239
 AD6239.Click photographs - Photos may exist for this station.
 AD6239
 AD6239.The dynamic height is computed by dividing the NAVD 88
 AD6239.geopotential number by the normal gravity value computed on the
 AD6239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6239.degrees latitude (g = 980.6199 gals.).
 AD6239
 AD6239.The modeled gravity was interpolated from observed gravity values.
 AD6239
 AD6239;                    North         East    Units  Estimated Accuracy
 AD6239;SPC FL E     -   294,257.      285,325.      MT  (+/- 10 meters HH2 GPS)
 AD6239
 AD6239_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8529585288(NAD 83)
 AD6239
 AD6239                          SUPERSEDED SURVEY CONTROL
 AD6239
 AD6239  NAVD 88 (06/15/91)    2.597  (m)            8.52   (f) SUPERSEDED  2 1
 AD6239  NGVD 29 (09/01/92)    3.053  (m)           10.02   (f) ADJUSTED    2 1
 AD6239
 AD6239.Superseded values are not recommended for survey control.
 AD6239
 AD6239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6239.See file dsdata.pdf to determine how the superseded data were derived.
 AD6239
 AD6239_MARKER: DD = SURVEY DISK
 AD6239_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AD6239_STAMPING: 2472 B 1980 BSM
 AD6239_MARK LOGO: FLDNR
 AD6239_PROJECTION: PROJECTING 3 CENTIMETERS
 AD6239_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6239+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2023
 AD6239
 AD6239  HISTORY     - Date     Condition        Report By
 AD6239  HISTORY     - 1980     MONUMENTED       FLDNR
 AD6239  HISTORY     - 1986     GOOD             FLDNR
 AD6239  HISTORY     - 1989     GOOD             USPSQD
 AD6239  HISTORY     - 20051203 SEE DESCRIPTION  FLDEP
 AD6239  HISTORY     - 20230824 GOOD             GEOCAC
 AD6239
 AD6239                          STATION DESCRIPTION
 AD6239
 AD6239'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6239'3.6 MI NW FROM TEQUESTA.
 AD6239'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1 IN
 AD6239'TEQUESTA, PROCEED 1.6 MILES WESTERLY ALONG TEQUESTA DRIVE TO THE
 AD6239'JUNCTION OF COUNTRY CLUB ROAD, GO 2.75 MILES NORTHERLY ALONG COUNTRY
 AD6239'CLUB ROAD TO A 90-DEGREE LEFT TURN, GO WEST 0.2 MILE TO A FORK IN THE
 AD6239'ROAD, TAKE THE RIGHT FORK (DIRT ROAD) FOR 0.15 MILE TO THE ENTRANCE TO
 AD6239'BOY SCOUT CAMP TANAH-KEETA, CONTINUE ALONG THE DIRT ROAD TO ITS END AT
 AD6239'THE CAMP, CONTINUE WESTERLY ON FOOT FOR ABOUT 1000 FEET TO THE CAMP
 AD6239'SWIMMING AREA AND THE MARK LOCATION.  THE MARK BEARS 43.6 FEET
 AD6239'NORTHWEST OF THE NORTHWEST CORNER OF A WOOD FENCE AROUND A WATER TANK,
 AD6239'97 FEET SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF A GREEN BUILDING AT
 AD6239'THE AMPHITHEATER ENTRANCE, AND 1.8 FEET WEST-NORTHWEST OF A POWER POLE
 AD6239'WITH A WITNESS SIGN ATTACHED.
 AD6239
 AD6239                          STATION RECOVERY (1986)
 AD6239
 AD6239'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6239'RECOVERED IN GOOD CONDITION.
 AD6239
 AD6239                          STATION RECOVERY (1989)
 AD6239
 AD6239'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD6239'RECOVERED IN GOOD CONDITION.
 AD6239
 AD6239                          STATION RECOVERY (2005)
 AD6239
 AD6239'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AD6239'RECOVERED AS DESCRIBED.
 AD6239'
 AD6239'NOTE THE MARK WAS FOUND LEANING TOWARDS THE EAST IN THE VICINITY OF
 AD6239'NEW UNDERGROUND CONSTRUCTION.
 AD6239
 AD6239                          STATION RECOVERY (2023)
 AD6239
 AD6239'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD6239'CONTACT RANGER RICK AT 561-386-7710 FOR ACCESS TO MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6238 ***********************************************************************
 AD6238  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6238  DESIGNATION -  872 2472 C TIDAL
 AD6238  PID         -  AD6238
 AD6238  STATE/COUNTY-  FL/MARTIN
 AD6238  COUNTRY     -  US
 AD6238  USGS QUAD   -  ROOD (2018)
 AD6238
 AD6238                         *CURRENT SURVEY CONTROL
 AD6238  ______________________________________________________________________
 AD6238* NAD 83(1986) POSITION- 26 59 08.     (N) 080 08 29.     (W)   SCALED
 AD6238* NAVD 88 ORTHO HEIGHT -     2.874 (meters)        9.43  (feet) ADJUSTED
 AD6238  ______________________________________________________________________
 AD6238  GEOID HEIGHT    -        -27.364 (meters)                     GEOID18
 AD6238  DYNAMIC HEIGHT  -          2.870 (meters)        9.42  (feet) COMP
 AD6238  MODELED GRAVITY -    979,097.0   (mgal)                       NAVD 88
 AD6238
 AD6238  VERT ORDER      -  SECOND    CLASS I
 AD6238
 AD6238.The horizontal coordinates were scaled from a map and have
 AD6238.an estimated accuracy of +/- 6 seconds.
 AD6238
 AD6238.The orthometric height was determined by differential leveling and
 AD6238.adjusted by the NATIONAL GEODETIC SURVEY
 AD6238.in June 1991.
 AD6238
 AD6238.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6238.GEOID18 height accuracy estimate available here.
 AD6238
 AD6238.This Tidal Bench Mark is designated as VM 5505
 AD6238.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6238
 AD6238.Click photographs - Photos may exist for this station.
 AD6238
 AD6238.The dynamic height is computed by dividing the NAVD 88
 AD6238.geopotential number by the normal gravity value computed on the
 AD6238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6238.degrees latitude (g = 980.6199 gals.).
 AD6238
 AD6238.The modeled gravity was interpolated from observed gravity values.
 AD6238
 AD6238;                    North         East    Units  Estimated Accuracy
 AD6238;SPC FL E     -   294,090.      285,230.      MT  (+/- 180 meters Scaled)
 AD6238
 AD6238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK852851(NAD 83)
 AD6238
 AD6238                          SUPERSEDED SURVEY CONTROL
 AD6238
 AD6238  NGVD 29 (09/01/92)    3.332  (m)           10.93   (f) ADJUSTED    2 1
 AD6238
 AD6238.Superseded values are not recommended for survey control.
 AD6238
 AD6238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6238.See file dsdata.pdf to determine how the superseded data were derived.
 AD6238
 AD6238_MARKER: DB = BENCH MARK DISK
 AD6238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6238_STAMPING: 2472 C 1980 BSM
 AD6238_MARK LOGO: FLDNR
 AD6238_PROJECTION: PROJECTING 10 CENTIMETERS
 AD6238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6238+STABILITY: SURFACE MOTION
 AD6238
 AD6238  HISTORY     - Date     Condition        Report By
 AD6238  HISTORY     - 1980     MONUMENTED       FLDNR
 AD6238  HISTORY     - 1986     GOOD             FLDNR
 AD6238  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD6238  HISTORY     - 20230824 MARK NOT FOUND   GEOCAC
 AD6238
 AD6238                          STATION DESCRIPTION
 AD6238
 AD6238'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6238'3.6 MI NW FROM TEQUESTA.
 AD6238'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1 IN
 AD6238'TEQUESTA, PROCEED 1.6 MILES WESTERLY ALONG TEQUESTA DRIVE TO THE
 AD6238'JUNCTION OF COUNTRY CLUB ROAD, GO 2.75 MILES NORTHERLY ALONG COUNTRY
 AD6238'CLUB ROAD TO A 90-DEGREE LEFT TURN, GO WEST 0.2 MILE TO A FORK IN THE
 AD6238'ROAD, TAKE THE RIGHT FORK (DIRT ROAD) FOR 0.15 MILE TO THE ENTRANCE TO
 AD6238'BOY SCOUT CAMP TANAH-KEETA, CONTINUE ALONG THE DIRT ROAD TO ITS END AT
 AD6238'THE CAMP, CONTINUE WESTERLY ON FOOT FOR ABOUT 1000 FEET TO THE CAMP
 AD6238'SWIMMING AREA AND THE MARK LOCATION.  THE MARK BEARS 4.7 FEET
 AD6238'NORTHWEST OF THE NORTHEAST CORNER OF THE GREEN BUILDING AT THE
 AD6238'AMPHITHEATER ENTRANCE, 39 FEET EAST-SOUTHEAST OF A LIGHT POLE, 98 FEET
 AD6238'SOUTH-SOUTHWEST OF BENCH MARK 2472 B 1980 BSM, AND 11.5 FEET NORTHEAST
 AD6238'OF A WITNESS POST.
 AD6238
 AD6238                          STATION RECOVERY (1986)
 AD6238
 AD6238'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6238'RECOVERED IN GOOD CONDITION.
 AD6238
 AD6238                          STATION RECOVERY (1989)
 AD6238
 AD6238'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD6238'MARK NOT FOUND.
 AD6238
 AD6238                          STATION RECOVERY (2023)
 AD6238
 AD6238'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD6238'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5793 ***********************************************************************
 AD5793  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5793  DESIGNATION -  872 2478 TIDAL 1
 AD5793  PID         -  AD5793
 AD5793  STATE/COUNTY-  FL/MARTIN
 AD5793  COUNTRY     -  US
 AD5793  USGS QUAD   -  JUPITER (2018)
 AD5793
 AD5793                         *CURRENT SURVEY CONTROL
 AD5793  ______________________________________________________________________
 AD5793* NAD 83(1986) POSITION- 26 58 33.     (N) 080 06 51.     (W)   SCALED
 AD5793* NAVD 88 ORTHO HEIGHT -     0.352 (meters)        1.15  (feet) ADJUSTED
 AD5793  ______________________________________________________________________
 AD5793  GEOID HEIGHT    -        -27.439 (meters)                     GEOID18
 AD5793  DYNAMIC HEIGHT  -          0.351 (meters)        1.15  (feet) COMP
 AD5793  MODELED GRAVITY -    979,094.4   (mgal)                       NAVD 88
 AD5793
 AD5793  VERT ORDER      -  SECOND    CLASS I
 AD5793
 AD5793.The horizontal coordinates were scaled from a map and have
 AD5793.an estimated accuracy of +/- 6 seconds.
 AD5793
 AD5793.The orthometric height was determined by differential leveling and
 AD5793.adjusted by the NATIONAL GEODETIC SURVEY
 AD5793.in June 2009.
 AD5793
 AD5793.No vertical observational check was made to the station.
 AD5793
 AD5793.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5793.GEOID18 height accuracy estimate available here.
 AD5793
 AD5793.This Tidal Bench Mark is designated as VM 5506
 AD5793.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5793
 AD5793.Click photographs - Photos may exist for this station.
 AD5793
 AD5793.The dynamic height is computed by dividing the NAVD 88
 AD5793.geopotential number by the normal gravity value computed on the
 AD5793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5793.degrees latitude (g = 980.6199 gals.).
 AD5793
 AD5793.The modeled gravity was interpolated from observed gravity values.
 AD5793
 AD5793;                    North         East    Units  Estimated Accuracy
 AD5793;SPC FL E     -   293,040.      287,940.      MT  (+/- 180 meters Scaled)
 AD5793
 AD5793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK879840(NAD 83)
 AD5793
 AD5793                          SUPERSEDED SURVEY CONTROL
 AD5793
 AD5793  NAVD 88 (06/15/91)    0.350  (m)            1.15   (f) SUPERSEDED  2 1
 AD5793  NGVD 29 (09/01/92)    0.808  (m)            2.65   (f) ADJUSTED    2 1
 AD5793
 AD5793.Superseded values are not recommended for survey control.
 AD5793
 AD5793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5793.See file dsdata.pdf to determine how the superseded data were derived.
 AD5793
 AD5793_MARKER: DB = BENCH MARK DISK
 AD5793_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5793_SP_SET: SEAWALL
 AD5793_STAMPING: NO 1 1972
 AD5793_MARK LOGO: CGS
 AD5793_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5793+STABILITY: SURFACE MOTION
 AD5793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5793+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 AD5793
 AD5793  HISTORY     - Date     Condition        Report By
 AD5793  HISTORY     - 1972     MONUMENTED       NOS
 AD5793  HISTORY     - 1980     GOOD             FLDNR
 AD5793  HISTORY     - 1986     GOOD             FLDNR
 AD5793  HISTORY     - 19890819 GOOD             USPSQD
 AD5793  HISTORY     - 20031009 GOOD             USPSQD
 AD5793  HISTORY     - 20051203 GOOD             FLDEP
 AD5793  HISTORY     - 20230824 MARK NOT FOUND   GEOCAC
 AD5793
 AD5793                          STATION DESCRIPTION
 AD5793
 AD5793'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5793'3.1 MI NW FROM TEQUESTA.
 AD5793'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1 IN
 AD5793'TEQUESTA, PROCEED 1.6 MILES WESTERLY ALONG TEQUESTA DRIVE TO THE
 AD5793'JUNCTION OF COUNTRY CLUB ROAD, GO 1.1 MILES NORTHERLY ALONG COUNTRY
 AD5793'CLUB ROAD TO THE ENTRANCE TO TURTLE CREEK DEVELOPMENT, GO NORTH 0.25
 AD5793'MILE THROUGH THE ENTRANCE ALONG CONCOURSE DRIVE TO HITCHING POST
 AD5793'CIRCLE, GO NORTHEAST 0.1 MILE ALONG HITCHING POST CIRCLE TO SADDLEBACK
 AD5793'ROAD, GO NORTH 0.05 MILE ALONG SADDLEBACK TO 29 SADDLEBACK ROAD
 AD5793'(SHERMAN RESIDENCE) AND THE MARK.  THE MARK BEARS 5.5 FEET NORTHWEST
 AD5793'OF THE NORTHEAST CORNER OF THE SEAWALL BEHIND HOUSE, 5 FEET NORTH OF A
 AD5793'SMALL PIER, AND 1.7 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 AD5793'SEAWALL.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5793
 AD5793                          STATION RECOVERY (1986)
 AD5793
 AD5793'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5793'RECOVERED IN GOOD CONDITION.
 AD5793
 AD5793                          STATION RECOVERY (1989)
 AD5793
 AD5793'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD5793'RECOVERED IN GOOD CONDITION.
 AD5793
 AD5793                          STATION RECOVERY (2003)
 AD5793
 AD5793'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5793'RECOVERED IN GOOD CONDITION.
 AD5793
 AD5793                          STATION RECOVERY (2005)
 AD5793
 AD5793'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AD5793'RECOVERED AS DESCRIBED.
 AD5793
 AD5793                          STATION RECOVERY (2023)
 AD5793
 AD5793'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD5793'SEAWALL REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5794 ***********************************************************************
 AD5794  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5794  DESIGNATION -  872 2478 TIDAL 2
 AD5794  PID         -  AD5794
 AD5794  STATE/COUNTY-  FL/MARTIN
 AD5794  COUNTRY     -  US
 AD5794  USGS QUAD   -  JUPITER (2018)
 AD5794
 AD5794                         *CURRENT SURVEY CONTROL
 AD5794  ______________________________________________________________________
 AD5794* NAD 83(1986) POSITION- 26 58 33.     (N) 080 06 51.     (W)   SCALED
 AD5794* NAVD 88 ORTHO HEIGHT -     0.356 (meters)        1.17  (feet) ADJUSTED
 AD5794  ______________________________________________________________________
 AD5794  GEOID HEIGHT    -        -27.439 (meters)                     GEOID18
 AD5794  DYNAMIC HEIGHT  -          0.356 (meters)        1.17  (feet) COMP
 AD5794  MODELED GRAVITY -    979,094.4   (mgal)                       NAVD 88
 AD5794
 AD5794  VERT ORDER      -  SECOND    CLASS I
 AD5794
 AD5794.The horizontal coordinates were scaled from a map and have
 AD5794.an estimated accuracy of +/- 6 seconds.
 AD5794
 AD5794.The orthometric height was determined by differential leveling and
 AD5794.adjusted by the NATIONAL GEODETIC SURVEY
 AD5794.in June 2009.
 AD5794
 AD5794.No vertical observational check was made to the station.
 AD5794
 AD5794.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5794.GEOID18 height accuracy estimate available here.
 AD5794
 AD5794.This Tidal Bench Mark is designated as VM 5507
 AD5794.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5794
 AD5794.Click photographs - Photos may exist for this station.
 AD5794
 AD5794.The dynamic height is computed by dividing the NAVD 88
 AD5794.geopotential number by the normal gravity value computed on the
 AD5794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5794.degrees latitude (g = 980.6199 gals.).
 AD5794
 AD5794.The modeled gravity was interpolated from observed gravity values.
 AD5794
 AD5794;                    North         East    Units  Estimated Accuracy
 AD5794;SPC FL E     -   293,040.      287,940.      MT  (+/- 180 meters Scaled)
 AD5794
 AD5794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK879840(NAD 83)
 AD5794
 AD5794                          SUPERSEDED SURVEY CONTROL
 AD5794
 AD5794  NAVD 88 (06/15/91)    0.355  (m)            1.16   (f) SUPERSEDED  2 1
 AD5794  NGVD 29 (09/01/92)    0.813  (m)            2.67   (f) ADJUSTED    2 1
 AD5794
 AD5794.Superseded values are not recommended for survey control.
 AD5794
 AD5794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5794.See file dsdata.pdf to determine how the superseded data were derived.
 AD5794
 AD5794_MARKER: DB = BENCH MARK DISK
 AD5794_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5794_SP_SET: SEAWALL
 AD5794_STAMPING: NO 2 1972
 AD5794_MARK LOGO: CGS
 AD5794_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5794+STABILITY: SURFACE MOTION
 AD5794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5794+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2005
 AD5794
 AD5794  HISTORY     - Date     Condition        Report By
 AD5794  HISTORY     - 1972     MONUMENTED       NOS
 AD5794  HISTORY     - 1980     GOOD             FLDNR
 AD5794  HISTORY     - 1986     GOOD             FLDNR
 AD5794  HISTORY     - 19890819 GOOD             USPSQD
 AD5794  HISTORY     - 20031009 GOOD             USPSQD
 AD5794  HISTORY     - 20051203 GOOD             FLDEP
 AD5794  HISTORY     - 20230824 MARK NOT FOUND   GEOCAC
 AD5794
 AD5794                          STATION DESCRIPTION
 AD5794
 AD5794'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5794'3.1 MI NW FROM TEQUESTA.
 AD5794'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1 IN
 AD5794'TEQUESTA, PROCEED 1.6 MILES WESTERLY ALONG TEQUESTA DRIVE TO THE
 AD5794'JUNCTION OF COUNTRY CLUB ROAD, GO 1.1 MILES NORTHERLY ALONG COUNTRY
 AD5794'CLUB ROAD TO THE ENTRANCE TO TURTLE CREEK DEVELOPMENT, GO NORTH 0.25
 AD5794'MILE THROUGH THE ENTRANCE ALONG CONCOURSE DRIVE TO HITCHING POST
 AD5794'CIRCLE, GO NORTHEAST 0.1 MILE ALONG HITCHING POST CIRCLE TO SADDLEBACK
 AD5794'ROAD, GO NORTH 0.05 MILE ALONG SADDLEBACK TO 29 SADDLEBACK ROAD
 AD5794'(SHERMAN RESIDENCE) AND THE MARK.  THE MARK BEARS 3.2 FEET SOUTHWEST
 AD5794'OF THE SOUTHEAST CORNER OF THE SEAWALL BEHIND HOUSE, 31.6 FEET SOUTH
 AD5794'OF A SMALL PIER, AND 23.5 FEET EAST OF THE SOUTHEAST CORNER OF THE
 AD5794'HOUSE.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5794
 AD5794                          STATION RECOVERY (1986)
 AD5794
 AD5794'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5794'RECOVERED IN GOOD CONDITION.
 AD5794
 AD5794                          STATION RECOVERY (1989)
 AD5794
 AD5794'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD5794'RECOVERED IN GOOD CONDITION.
 AD5794
 AD5794                          STATION RECOVERY (2003)
 AD5794
 AD5794'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5794'RECOVERED IN GOOD CONDITION.
 AD5794
 AD5794                          STATION RECOVERY (2005)
 AD5794
 AD5794'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AD5794'RECOVERED AS DESCRIBED.
 AD5794
 AD5794                          STATION RECOVERY (2023)
 AD5794
 AD5794'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD5794'SEAWALL REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5797 ***********************************************************************
 AD5797  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5797  DESIGNATION -  872 2478 TIDAL 3
 AD5797  PID         -  AD5797
 AD5797  STATE/COUNTY-  FL/MARTIN
 AD5797  COUNTRY     -  US
 AD5797  USGS QUAD   -  JUPITER (2018)
 AD5797
 AD5797                         *CURRENT SURVEY CONTROL
 AD5797  ______________________________________________________________________
 AD5797* NAD 83(1986) POSITION- 26 58 40.15   (N) 080 06 52.95   (W)   HD_HELD1
 AD5797* NAVD 88 ORTHO HEIGHT -     1.563 (meters)        5.13  (feet) ADJUSTED
 AD5797  ______________________________________________________________________
 AD5797  GEOID HEIGHT    -        -27.444 (meters)                     GEOID18
 AD5797  DYNAMIC HEIGHT  -          1.561 (meters)        5.12  (feet) COMP
 AD5797  MODELED GRAVITY -    979,094.4   (mgal)                       NAVD 88
 AD5797
 AD5797  VERT ORDER      -  SECOND    CLASS I
 AD5797
 AD5797.The horizontal coordinates were determined by differentially corrected
 AD5797.hand held GPS observations or other comparable positioning techniques
 AD5797.and have an estimated accuracy of +/- 3 meters.
 AD5797
 AD5797.The orthometric height was determined by differential leveling and
 AD5797.adjusted by the NATIONAL GEODETIC SURVEY
 AD5797.in June 2009.
 AD5797
 AD5797.No vertical observational check was made to the station.
 AD5797
 AD5797.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5797.GEOID18 height accuracy estimate available here.
 AD5797
 AD5797.This Tidal Bench Mark is designated as VM 5508
 AD5797.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5797
 AD5797.Click photographs - Photos may exist for this station.
 AD5797
 AD5797.The dynamic height is computed by dividing the NAVD 88
 AD5797.geopotential number by the normal gravity value computed on the
 AD5797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5797.degrees latitude (g = 980.6199 gals.).
 AD5797
 AD5797.The modeled gravity was interpolated from observed gravity values.
 AD5797
 AD5797;                    North         East    Units  Estimated Accuracy
 AD5797;SPC FL E     -   293,254.5     287,883.7     MT  (+/- 3 meters HH1 GPS) 
 AD5797
 AD5797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8785384286(NAD 83)
 AD5797
 AD5797                          SUPERSEDED SURVEY CONTROL
 AD5797
 AD5797  NAVD 88 (06/15/91)    1.570  (m)            5.15   (f) SUPERSEDED  2 1
 AD5797  NGVD 29 (09/01/92)    2.027  (m)            6.65   (f) ADJUSTED    2 1
 AD5797
 AD5797.Superseded values are not recommended for survey control.
 AD5797
 AD5797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5797.See file dsdata.pdf to determine how the superseded data were derived.
 AD5797
 AD5797_MARKER: DB = BENCH MARK DISK
 AD5797_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5797_SP_SET: BOX DRAIN
 AD5797_STAMPING: NO 3 1972
 AD5797_MARK LOGO: CGS
 AD5797_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5797+STABILITY: SURFACE MOTION
 AD5797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5797+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2023
 AD5797
 AD5797  HISTORY     - Date     Condition        Report By
 AD5797  HISTORY     - 1972     MONUMENTED       NOS
 AD5797  HISTORY     - 1980     GOOD             FLDNR
 AD5797  HISTORY     - 1986     GOOD             FLDNR
 AD5797  HISTORY     - 19890819 GOOD             USPSQD
 AD5797  HISTORY     - 20031009 GOOD             USPSQD
 AD5797  HISTORY     - 20051203 GOOD             FLDEP
 AD5797  HISTORY     - 20170222 GOOD             NGS
 AD5797  HISTORY     - 20230824 GOOD             GEOCAC
 AD5797
 AD5797                          STATION DESCRIPTION
 AD5797
 AD5797'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5797'3.2 MI NW FROM TEQUESTA.
 AD5797'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1 IN
 AD5797'TEQUESTA, PROCEED 1.6 MILES WESTERLY ALONG TEQUESTA DRIVE TO THE
 AD5797'JUNCTION OF COUNTRY CLUB ROAD, GO 1.1 MILES NORTHERLY ALONG COUNTRY
 AD5797'CLUB ROAD TO THE ENTRANCE TO TURTLE CREEK DEVELOPMENT, GO NORTH 0.25
 AD5797'MILE THROUGH THE ENTRANCE ALONG CONCOURSE DRIVE TO HITCHING POST
 AD5797'CIRCLE, GO NORTHEAST 0.1 MILE ALONG HITCHING POST CIRCLE TO SADDLEBACK
 AD5797'ROAD, GO NORTH 0.15 MILE ALONG SADDLEBACK ROAD TO TURTLE CREEK DRIVE
 AD5797'AND THE MARK.  THE MARK BEARS 20 FEET EAST OF SADDLEBACK ROAD
 AD5797'CENTERLINE AND 10.85 FEET NORTH OF A POWER POLE (6-7742-6640-0-1).
 AD5797'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5797
 AD5797                          STATION RECOVERY (1986)
 AD5797
 AD5797'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5797'RECOVERED IN GOOD CONDITION.
 AD5797
 AD5797                          STATION RECOVERY (1989)
 AD5797
 AD5797'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD5797'RECOVERED IN GOOD CONDITION.
 AD5797
 AD5797                          STATION RECOVERY (2003)
 AD5797
 AD5797'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5797'RECOVERED IN GOOD CONDITION.
 AD5797
 AD5797                          STATION RECOVERY (2005)
 AD5797
 AD5797'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AD5797'RECOVERED AS DESCRIBED.
 AD5797
 AD5797                          STATION RECOVERY (2017)
 AD5797
 AD5797'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 AD5797'RECOVERED IN GOOD CONDITION.
 AD5797
 AD5797                          STATION RECOVERY (2023)
 AD5797
 AD5797'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD5797'MARK IS SET IN THE NORTHEAST CORNER OF THE BOX DRAIN AT THE NORTHEAST
 AD5797'CORNER OF THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5796 ***********************************************************************
 AD5796  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5796  DESIGNATION -  872 2478 TIDAL 4
 AD5796  PID         -  AD5796
 AD5796  STATE/COUNTY-  FL/MARTIN
 AD5796  COUNTRY     -  US
 AD5796  USGS QUAD   -  JUPITER (2018)
 AD5796
 AD5796                         *CURRENT SURVEY CONTROL
 AD5796  ______________________________________________________________________
 AD5796* NAD 83(1986) POSITION- 26 58 40.12   (N) 080 06 53.38   (W)   HD_HELD1
 AD5796* NAVD 88 ORTHO HEIGHT -     1.668 (meters)        5.47  (feet) ADJUSTED
 AD5796  ______________________________________________________________________
 AD5796  GEOID HEIGHT    -        -27.444 (meters)                     GEOID18
 AD5796  DYNAMIC HEIGHT  -          1.666 (meters)        5.47  (feet) COMP
 AD5796  MODELED GRAVITY -    979,094.4   (mgal)                       NAVD 88
 AD5796
 AD5796  VERT ORDER      -  SECOND    CLASS I
 AD5796
 AD5796.The horizontal coordinates were determined by differentially corrected
 AD5796.hand held GPS observations or other comparable positioning techniques
 AD5796.and have an estimated accuracy of +/- 3 meters.
 AD5796
 AD5796.The orthometric height was determined by differential leveling and
 AD5796.adjusted by the NATIONAL GEODETIC SURVEY
 AD5796.in June 2009.
 AD5796
 AD5796.No vertical observational check was made to the station.
 AD5796
 AD5796.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5796.GEOID18 height accuracy estimate available here.
 AD5796
 AD5796.This Tidal Bench Mark is designated as VM 5509
 AD5796.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5796
 AD5796.Click photographs - Photos may exist for this station.
 AD5796
 AD5796.The dynamic height is computed by dividing the NAVD 88
 AD5796.geopotential number by the normal gravity value computed on the
 AD5796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5796.degrees latitude (g = 980.6199 gals.).
 AD5796
 AD5796.The modeled gravity was interpolated from observed gravity values.
 AD5796
 AD5796;                    North         East    Units  Estimated Accuracy
 AD5796;SPC FL E     -   293,253.5     287,871.8     MT  (+/- 3 meters HH1 GPS) 
 AD5796
 AD5796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8784184285(NAD 83)
 AD5796
 AD5796                          SUPERSEDED SURVEY CONTROL
 AD5796
 AD5796  NAVD 88 (06/15/91)    1.673  (m)            5.49   (f) SUPERSEDED  2 1
 AD5796  NGVD 29 (09/01/92)    2.131  (m)            6.99   (f) ADJUSTED    2 1
 AD5796
 AD5796.Superseded values are not recommended for survey control.
 AD5796
 AD5796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5796.See file dsdata.pdf to determine how the superseded data were derived.
 AD5796
 AD5796_MARKER: DB = BENCH MARK DISK
 AD5796_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5796_SP_SET: BOX DRAIN
 AD5796_STAMPING: NO 4 1972
 AD5796_MARK LOGO: CGS
 AD5796_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5796+STABILITY: SURFACE MOTION
 AD5796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5796+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2023
 AD5796
 AD5796  HISTORY     - Date     Condition        Report By
 AD5796  HISTORY     - 1972     MONUMENTED       NOS
 AD5796  HISTORY     - 1980     GOOD             FLDNR
 AD5796  HISTORY     - 1986     GOOD             FLDNR
 AD5796  HISTORY     - 19890819 GOOD             USPSQD
 AD5796  HISTORY     - 20031009 GOOD             USPSQD
 AD5796  HISTORY     - 20051203 GOOD             FLDEP
 AD5796  HISTORY     - 20170222 GOOD             NGS
 AD5796  HISTORY     - 20230824 GOOD             GEOCAC
 AD5796
 AD5796                          STATION DESCRIPTION
 AD5796
 AD5796'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5796'3.2 MI NW FROM TEQUESTA.
 AD5796'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1 IN
 AD5796'TEQUESTA, PROCEED 1.6 MILES WESTERLY ALONG TEQUESTA DRIVE TO THE
 AD5796'JUNCTION OF COUNTRY CLUB ROAD, GO 1.1 MILES NORTHERLY ALONG COUNTRY
 AD5796'CLUB ROAD TO THE ENTRANCE TO TURTLE CREEK DEVELOPMENT, GO NORTH 0.25
 AD5796'MILE THROUGH THE ENTRANCE ALONG CONCOURSE DRIVE TO HITCHING POST
 AD5796'CIRCLE, GO NORTHEAST 0.1 MILE ALONG HITCHING POST CIRCLE TO SADDLEBACK
 AD5796'ROAD, GO NORTH 0.15 MILE ALONG SADDLEBACK ROAD TO TURTLE CREEK DRIVE
 AD5796'AND THE MARK.  THE MARK BEARS 24 FEET NORTH OF TURTLE CREEK DRIVE
 AD5796'CENTERLINE, 19 FEET WEST OF SADDLEBACK ROAD CENTERLINE, AND 37.5 FEET
 AD5796'WEST-NORTHWEST OF A POWER POLE (6-7742-6640-0-1).  RECOVERED AS
 AD5796'DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5796
 AD5796                          STATION RECOVERY (1986)
 AD5796
 AD5796'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5796'RECOVERED IN GOOD CONDITION.
 AD5796
 AD5796                          STATION RECOVERY (1989)
 AD5796
 AD5796'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD5796'RECOVERED IN GOOD CONDITION.
 AD5796
 AD5796                          STATION RECOVERY (2003)
 AD5796
 AD5796'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5796'RECOVERED IN GOOD CONDITION.
 AD5796
 AD5796                          STATION RECOVERY (2005)
 AD5796
 AD5796'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AD5796'RECOVERED AS DESCRIBED.
 AD5796
 AD5796                          STATION RECOVERY (2017)
 AD5796
 AD5796'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 AD5796'RECOVERED IN GOOD CONDITION.
 AD5796
 AD5796                          STATION RECOVERY (2023)
 AD5796
 AD5796'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD5796'THE MARK IS SET IN THE SOUTHWEST CORNER OF THE BOX DRAIN AT THE
 AD5796'NORTHWEST CORNER OF THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5795 ***********************************************************************
 AD5795  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5795  DESIGNATION -  872 2478 TIDAL 5
 AD5795  PID         -  AD5795
 AD5795  STATE/COUNTY-  FL/MARTIN
 AD5795  COUNTRY     -  US
 AD5795  USGS QUAD   -  JUPITER (2018)
 AD5795
 AD5795                         *CURRENT SURVEY CONTROL
 AD5795  ______________________________________________________________________
 AD5795* NAD 83(1986) POSITION- 26 58 39.7    (N) 080 06 53.3    (W)   HD_HELD2
 AD5795* NAVD 88 ORTHO HEIGHT -     1.675 (meters)        5.50  (feet) ADJUSTED
 AD5795  ______________________________________________________________________
 AD5795  GEOID HEIGHT    -        -27.443 (meters)                     GEOID18
 AD5795  DYNAMIC HEIGHT  -          1.672 (meters)        5.49  (feet) COMP
 AD5795  MODELED GRAVITY -    979,094.4   (mgal)                       NAVD 88
 AD5795
 AD5795  VERT ORDER      -  SECOND    CLASS I
 AD5795
 AD5795.The horizontal coordinates were established by autonomous hand held GPS
 AD5795.observations and have an estimated accuracy of +/- 10 meters.
 AD5795
 AD5795.The orthometric height was determined by differential leveling and
 AD5795.adjusted by the NATIONAL GEODETIC SURVEY
 AD5795.in June 2009.
 AD5795
 AD5795.No vertical observational check was made to the station.
 AD5795
 AD5795.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5795.GEOID18 height accuracy estimate available here.
 AD5795
 AD5795.This Tidal Bench Mark is designated as VM 5510
 AD5795.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5795
 AD5795.Click photographs - Photos may exist for this station.
 AD5795
 AD5795.The dynamic height is computed by dividing the NAVD 88
 AD5795.geopotential number by the normal gravity value computed on the
 AD5795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5795.degrees latitude (g = 980.6199 gals.).
 AD5795
 AD5795.The modeled gravity was interpolated from observed gravity values.
 AD5795
 AD5795;                    North         East    Units  Estimated Accuracy
 AD5795;SPC FL E     -   293,241.      287,874.      MT  (+/- 10 meters HH2 GPS)
 AD5795
 AD5795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8784484272(NAD 83)
 AD5795
 AD5795                          SUPERSEDED SURVEY CONTROL
 AD5795
 AD5795  NAVD 88 (06/15/91)    1.678  (m)            5.51   (f) SUPERSEDED  2 1
 AD5795  NGVD 29 (09/01/92)    2.136  (m)            7.01   (f) ADJUSTED    2 1
 AD5795
 AD5795.Superseded values are not recommended for survey control.
 AD5795
 AD5795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5795.See file dsdata.pdf to determine how the superseded data were derived.
 AD5795
 AD5795_MARKER: DB = BENCH MARK DISK
 AD5795_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5795_SP_SET: BOX DRAIN
 AD5795_STAMPING: NO 5 1972
 AD5795_MARK LOGO: CGS
 AD5795_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5795+STABILITY: SURFACE MOTION
 AD5795_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5795+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2023
 AD5795
 AD5795  HISTORY     - Date     Condition        Report By
 AD5795  HISTORY     - 1972     MONUMENTED       NOS
 AD5795  HISTORY     - 1980     GOOD             FLDNR
 AD5795  HISTORY     - 1986     GOOD             FLDNR
 AD5795  HISTORY     - 19890819 GOOD             USPSQD
 AD5795  HISTORY     - 20031009 GOOD             USPSQD
 AD5795  HISTORY     - 20051203 GOOD             FLDEP
 AD5795  HISTORY     - 20170222 GOOD             NGS
 AD5795  HISTORY     - 20230824 GOOD             GEOCAC
 AD5795
 AD5795                          STATION DESCRIPTION
 AD5795
 AD5795'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5795'3.2 MI NW FROM TEQUESTA.
 AD5795'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1 IN
 AD5795'TEQUESTA, PROCEED 1.6 MILES WESTERLY ALONG TEQUESTA DRIVE TO THE
 AD5795'JUNCTION OF COUNTRY CLUB ROAD, GO 1.1 MILES NORTHERLY ALONG COUNTRY
 AD5795'CLUB ROAD TO THE ENTRANCE TO TURTLE CREEK DEVELOPMENT, GO NORTH 0.25
 AD5795'MILE THROUGH THE ENTRANCE ALONG CONCOURSE DRIVE TO HITCHING POST
 AD5795'CIRCLE, GO NORTHEAST 0.1 MILE ALONG HITCHING POST CIRCLE TO SADDLEBACK
 AD5795'ROAD, GO NORTH 0.15 MILE ALONG SADDLEBACK ROAD TO TURTLE CREEK DRIVE
 AD5795'AND THE MARK.  THE MARK BEARS 27 FEET SOUTH OF TURTLE CREEK DRIVE
 AD5795'CENTERLINE, 20 FEET WEST OF SADDLEBACK ROAD CENTERLINE, AND 56.9 FEET
 AD5795'SOUTHWEST OF POWER POLE (6-7742-6640-0-1).  RECOVERED AS DESCRIBED IN
 AD5795'NOS TIDAL DATA, QUAD 260801.
 AD5795
 AD5795                          STATION RECOVERY (1986)
 AD5795
 AD5795'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5795'RECOVERED IN GOOD CONDITION.
 AD5795
 AD5795                          STATION RECOVERY (1989)
 AD5795
 AD5795'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD5795'RECOVERED IN GOOD CONDITION.
 AD5795
 AD5795                          STATION RECOVERY (2003)
 AD5795
 AD5795'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5795'RECOVERED IN GOOD CONDITION.
 AD5795
 AD5795                          STATION RECOVERY (2005)
 AD5795
 AD5795'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (JRH)
 AD5795'RECOVERED AS DESCRIBED.
 AD5795
 AD5795                          STATION RECOVERY (2017)
 AD5795
 AD5795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 AD5795'RECOVERED IN GOOD CONDITION.
 AD5795
 AD5795                          STATION RECOVERY (2023)
 AD5795
 AD5795'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD5795'THE MARK IS SET IN THE NORTHWEST CORNER OF THE BOX DRAIN AT THE
 AD5795'SOUTHWEST CORNER OF THE INTERSECTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8081 ***********************************************************************
 AD8081  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8081  DESIGNATION -  872 2481 F TIDAL
 AD8081  PID         -  AD8081
 AD8081  STATE/COUNTY-  FL/PALM BEACH
 AD8081  COUNTRY     -  US
 AD8081  USGS QUAD   -  JUPITER (2018)
 AD8081
 AD8081                         *CURRENT SURVEY CONTROL
 AD8081  ______________________________________________________________________
 AD8081* NAD 83(1986) POSITION- 26 58 11.     (N) 080 07 13.     (W)   SCALED
 AD8081* NAVD 88 ORTHO HEIGHT -     1.875 (meters)        6.15  (feet) ADJUSTED
 AD8081  ______________________________________________________________________
 AD8081  GEOID HEIGHT    -        -27.390 (meters)                     GEOID18
 AD8081  DYNAMIC HEIGHT  -          1.872 (meters)        6.14  (feet) COMP
 AD8081  MODELED GRAVITY -    979,095.1   (mgal)                       NAVD 88
 AD8081
 AD8081  VERT ORDER      -  SECOND    CLASS I
 AD8081
 AD8081.The horizontal coordinates were scaled from a map and have
 AD8081.an estimated accuracy of +/- 6 seconds.
 AD8081
 AD8081.The orthometric height was determined by differential leveling and
 AD8081.adjusted by the NATIONAL GEODETIC SURVEY
 AD8081.in September 1996.
 AD8081
 AD8081.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8081.GEOID18 height accuracy estimate available here.
 AD8081
 AD8081.This Tidal Bench Mark is designated as VM 5519
 AD8081.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8081
 AD8081.Click photographs - Photos may exist for this station.
 AD8081
 AD8081.The dynamic height is computed by dividing the NAVD 88
 AD8081.geopotential number by the normal gravity value computed on the
 AD8081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8081.degrees latitude (g = 980.6199 gals.).
 AD8081
 AD8081.The modeled gravity was interpolated from observed gravity values.
 AD8081
 AD8081;                    North         East    Units  Estimated Accuracy
 AD8081;SPC FL E     -   292,350.      287,340.      MT  (+/- 180 meters Scaled)
 AD8081
 AD8081_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873833(NAD 83)
 AD8081
 AD8081                          SUPERSEDED SURVEY CONTROL
 AD8081
 AD8081  NGVD 29 (09/01/92)    2.335  (m)            7.66   (f) ADJUSTED    2 1
 AD8081
 AD8081.Superseded values are not recommended for survey control.
 AD8081
 AD8081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8081.See file dsdata.pdf to determine how the superseded data were derived.
 AD8081
 AD8081_MARKER: DJ = TIDAL STATION DISK
 AD8081_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8081_SP_SET: BOX DRAIN
 AD8081_STAMPING: 2481 F 1986
 AD8081_MARK LOGO: NOS
 AD8081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8081
 AD8081  HISTORY     - Date     Condition        Report By
 AD8081  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8081  HISTORY     - 19950115 GOOD             USPSQD
 AD8081  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 AD8081  HISTORY     - 20030909 MARK NOT FOUND   USPSQD
 AD8081  HISTORY     - 20060118 MARK NOT FOUND   FLDEP
 AD8081
 AD8081                          STATION DESCRIPTION
 AD8081
 AD8081'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8081'2.1 MI WNW FROM TEQUESTA.
 AD8081'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA DRIVE IN
 AD8081'TEQUESTA, GO 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF
 AD8081'COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE
 AD8081'JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB
 AD8081'COMMUNITY), GO 0.05 MILE SOUTH ON NORTH PLACE TO THE JUNCTION OF
 AD8081'FAIRWAY NORTH, GO 0.3 MILE WEST ALONG FAIRWAY NORTH TO THE JUNCTION
 AD8081'OF RIVER DRIVE AND THE MARK.  THE MARK IS SET IN THE NORHTWEST CORNER
 AD8081'OF THE RESIDENCE AT 284 RIVER DRIVE.  THE MARK IS SET IN THE
 AD8081'NORTHEAST CORNER OF A BOX DRAIN.  THE MARK BEARS 80.0 FEET
 AD8081'SOUTH-SOUTHEAST OF THE CENTERLINE OF FAIRWAY NORTH AND 14.7 FEET
 AD8081'EAST-NORTHEAST OF THE CENTERLINE OF RIVER DRIVE.
 AD8081
 AD8081                          STATION RECOVERY (1995)
 AD8081
 AD8081'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8081'RECOVERED IN GOOD CONDITION.
 AD8081
 AD8081                          STATION RECOVERY (2002)
 AD8081
 AD8081'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8081'ALL BOX DRAINS ALONG RIVER ROAD REPLACED STARTING IN YR. 2000.
 AD8081
 AD8081                          STATION RECOVERY (2003)
 AD8081
 AD8081'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8081'MARK NOT FOUND.
 AD8081
 AD8081                          STATION RECOVERY (2006)
 AD8081
 AD8081'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD8081'THE AREA WAS SEARCHED AND THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8082 ***********************************************************************
 AD8082  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8082  DESIGNATION -  872 2481 G TIDAL
 AD8082  PID         -  AD8082
 AD8082  STATE/COUNTY-  FL/PALM BEACH
 AD8082  COUNTRY     -  US
 AD8082  USGS QUAD   -  JUPITER (2018)
 AD8082
 AD8082                         *CURRENT SURVEY CONTROL
 AD8082  ______________________________________________________________________
 AD8082* NAD 83(1986) POSITION- 26 58 12.     (N) 080 07 14.     (W)   SCALED
 AD8082* NAVD 88 ORTHO HEIGHT -     1.760 (meters)        5.77  (feet) ADJUSTED
 AD8082  ______________________________________________________________________
 AD8082  GEOID HEIGHT    -        -27.390 (meters)                     GEOID18
 AD8082  DYNAMIC HEIGHT  -          1.757 (meters)        5.76  (feet) COMP
 AD8082  MODELED GRAVITY -    979,095.1   (mgal)                       NAVD 88
 AD8082
 AD8082  VERT ORDER      -  SECOND    CLASS I
 AD8082
 AD8082.The horizontal coordinates were scaled from a map and have
 AD8082.an estimated accuracy of +/- 6 seconds.
 AD8082
 AD8082.The orthometric height was determined by differential leveling and
 AD8082.adjusted by the NATIONAL GEODETIC SURVEY
 AD8082.in September 1996.
 AD8082
 AD8082.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8082.GEOID18 height accuracy estimate available here.
 AD8082
 AD8082.This Tidal Bench Mark is designated as VM 5518
 AD8082.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8082
 AD8082.Click photographs - Photos may exist for this station.
 AD8082
 AD8082.The dynamic height is computed by dividing the NAVD 88
 AD8082.geopotential number by the normal gravity value computed on the
 AD8082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8082.degrees latitude (g = 980.6199 gals.).
 AD8082
 AD8082.The modeled gravity was interpolated from observed gravity values.
 AD8082
 AD8082;                    North         East    Units  Estimated Accuracy
 AD8082;SPC FL E     -   292,380.      287,310.      MT  (+/- 180 meters Scaled)
 AD8082
 AD8082_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK872834(NAD 83)
 AD8082
 AD8082                          SUPERSEDED SURVEY CONTROL
 AD8082
 AD8082  NGVD 29 (09/01/92)    2.220  (m)            7.28   (f) ADJUSTED    2 1
 AD8082
 AD8082.Superseded values are not recommended for survey control.
 AD8082
 AD8082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8082.See file dsdata.pdf to determine how the superseded data were derived.
 AD8082
 AD8082_MARKER: DJ = TIDAL STATION DISK
 AD8082_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8082_SP_SET: BOX DRAIN
 AD8082_STAMPING: 2481 G 1986
 AD8082_MARK LOGO: NOS
 AD8082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8082
 AD8082  HISTORY     - Date     Condition        Report By
 AD8082  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8082  HISTORY     - 19950115 GOOD             USPSQD
 AD8082  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 AD8082  HISTORY     - 20030909 MARK NOT FOUND   USPSQD
 AD8082  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD8082  HISTORY     - 20060118 MARK NOT FOUND   FLDEP
 AD8082
 AD8082                          STATION DESCRIPTION
 AD8082
 AD8082'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8082'2.1 MI WNW FROM TEQUESTA.
 AD8082'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA DRIVE IN
 AD8082'TEQUESTA, GO 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF
 AD8082'COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE
 AD8082'JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB
 AD8082'COMMUNITY), GO 0.05 MILE SOUTH ON NORTH PLACE TO THE JUNCTION OF
 AD8082'FAIRWAY NORTH, GO 0.3 MILE WEST ALONG FAIRWAY NORTH TO THE JUNCTION
 AD8082'OF RIVER DRIVE AND THE MARK.  THE MARK IS SET IN THE SOUTHWEST CORNER
 AD8082'OF THE RESIDENCE AT 288 RIVER DRIVE.  THE MARK IS SET IN THE NORTH
 AD8082'CORNER OF A BOX DRAIN.  THE MARK BEARS 35.5 FEET NORTH-NORTHWEST OF
 AD8082'THE CENTERLINE OF FAIRWAY NORTH, 17.0 FEET NORTHEAST OF THE
 AD8082'CENTERLINE OF RIVER DRIVE, AND 115.5 FEET NORTH-NORTHWEST OF TIDAL
 AD8082'BENCH 2481 F 1986.
 AD8082
 AD8082                          STATION RECOVERY (1995)
 AD8082
 AD8082'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8082'RECOVERED IN GOOD CONDITION.
 AD8082
 AD8082                          STATION RECOVERY (2002)
 AD8082
 AD8082'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8082'ALL BOX DRAINS ALONG RIVER ROAD REPLACED STARTING IN YR. 2000.
 AD8082
 AD8082                          STATION RECOVERY (2003)
 AD8082
 AD8082'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8082'MARK NOT FOUND.
 AD8082
 AD8082                          STATION RECOVERY (2005)
 AD8082
 AD8082'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD8082'MARK NOT FOUND  BOX DRAIN HAS BEEN REPLACED.
 AD8082
 AD8082                          STATION RECOVERY (2006)
 AD8082
 AD8082'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD8082'THE AREA WAS SEARCHED AND THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8087 ***********************************************************************
 AD8087  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8087  DESIGNATION -  872 2481 H TIDAL
 AD8087  PID         -  AD8087
 AD8087  STATE/COUNTY-  FL/PALM BEACH
 AD8087  COUNTRY     -  US
 AD8087  USGS QUAD   -  JUPITER (2018)
 AD8087
 AD8087                         *CURRENT SURVEY CONTROL
 AD8087  ______________________________________________________________________
 AD8087* NAD 83(1986) POSITION- 26 58 12.     (N) 080 07 05.     (W)   SCALED
 AD8087* NAVD 88 ORTHO HEIGHT -     1.496 (meters)        4.91  (feet) ADJUSTED
 AD8087  ______________________________________________________________________
 AD8087  GEOID HEIGHT    -        -27.400 (meters)                     GEOID18
 AD8087  DYNAMIC HEIGHT  -          1.493 (meters)        4.90  (feet) COMP
 AD8087  MODELED GRAVITY -    979,094.9   (mgal)                       NAVD 88
 AD8087
 AD8087  VERT ORDER      -  SECOND    CLASS I
 AD8087
 AD8087.The horizontal coordinates were scaled from a map and have
 AD8087.an estimated accuracy of +/- 6 seconds.
 AD8087
 AD8087.The orthometric height was determined by differential leveling and
 AD8087.adjusted by the NATIONAL GEODETIC SURVEY
 AD8087.in September 1996.
 AD8087
 AD8087.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8087.GEOID18 height accuracy estimate available here.
 AD8087
 AD8087.This Tidal Bench Mark is designated as VM 5517
 AD8087.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8087
 AD8087.Click photographs - Photos may exist for this station.
 AD8087
 AD8087.The dynamic height is computed by dividing the NAVD 88
 AD8087.geopotential number by the normal gravity value computed on the
 AD8087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8087.degrees latitude (g = 980.6199 gals.).
 AD8087
 AD8087.The modeled gravity was interpolated from observed gravity values.
 AD8087
 AD8087;                    North         East    Units  Estimated Accuracy
 AD8087;SPC FL E     -   292,390.      287,560.      MT  (+/- 180 meters Scaled)
 AD8087
 AD8087_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK875834(NAD 83)
 AD8087
 AD8087                          SUPERSEDED SURVEY CONTROL
 AD8087
 AD8087  NGVD 29 (09/01/92)    1.956  (m)            6.42   (f) ADJUSTED    2 1
 AD8087
 AD8087.Superseded values are not recommended for survey control.
 AD8087
 AD8087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8087.See file dsdata.pdf to determine how the superseded data were derived.
 AD8087
 AD8087_MARKER: DJ = TIDAL STATION DISK
 AD8087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8087_SP_SET: BOX DRAIN
 AD8087_STAMPING: 2481 H 1986
 AD8087_MARK LOGO: NOS
 AD8087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8087
 AD8087  HISTORY     - Date     Condition        Report By
 AD8087  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8087  HISTORY     - 19950115 GOOD             USPSQD
 AD8087  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 AD8087  HISTORY     - 20030908 MARK NOT FOUND   USPSQD
 AD8087  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD8087  HISTORY     - 20060118 MARK NOT FOUND   FLDEP
 AD8087
 AD8087                          STATION DESCRIPTION
 AD8087
 AD8087'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8087'1.9 MI WNW FROM TEQUESTA.
 AD8087'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA DRIVE IN
 AD8087'TEQUESTA, GO 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF
 AD8087'COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE
 AD8087'JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB
 AD8087'COMMUNITY), GO 0.05 MILE SOUTH ON NORTH PLACE TO THE JUNCTION OF
 AD8087'FAIRWAY NORTH, GO 0.1 MILE WEST ALONG FAIRWAY NORTH TO THE MARK.  THE
 AD8087'MARK IS SET BETWEEN THE RESIDENCE AT 326 AND 330 FAIRWAY NORTH.  THE
 AD8087'MARK IS SET IN THE SOUTHWEST CORNER OF A BOX DRAIN.  THE MARK BEARS
 AD8087'11.0 FEET NORTH OF THE CENTERLINE OF FAIRWAY NORTH.
 AD8087
 AD8087                          STATION RECOVERY (1995)
 AD8087
 AD8087'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8087'RECOVERED IN GOOD CONDITION.
 AD8087
 AD8087                          STATION RECOVERY (2002)
 AD8087
 AD8087'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8087'BOX DRAIN REPLACED IN YR. 2000.
 AD8087
 AD8087                          STATION RECOVERY (2003)
 AD8087
 AD8087'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8087'MARK NOT FOUND.
 AD8087
 AD8087                          STATION RECOVERY (2005)
 AD8087
 AD8087'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD8087'MARK NOT FOUND  BOX DRAIN HAS BEEN REPLACED.
 AD8087
 AD8087                          STATION RECOVERY (2006)
 AD8087
 AD8087'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD8087'THE AREA WAS SEARCHED AND THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8086 ***********************************************************************
 AD8086  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8086  DESIGNATION -  872 2481 J TIDAL
 AD8086  PID         -  AD8086
 AD8086  STATE/COUNTY-  FL/PALM BEACH
 AD8086  COUNTRY     -  US
 AD8086  USGS QUAD   -  JUPITER (2018)
 AD8086
 AD8086                         *CURRENT SURVEY CONTROL
 AD8086  ______________________________________________________________________
 AD8086* NAD 83(1986) POSITION- 26 58 12.     (N) 080 06 57.     (W)   SCALED
 AD8086* NAVD 88 ORTHO HEIGHT -     1.811 (meters)        5.94  (feet) ADJUSTED
 AD8086  ______________________________________________________________________
 AD8086  GEOID HEIGHT    -        -27.409 (meters)                     GEOID18
 AD8086  DYNAMIC HEIGHT  -          1.808 (meters)        5.93  (feet) COMP
 AD8086  MODELED GRAVITY -    979,094.6   (mgal)                       NAVD 88
 AD8086
 AD8086  VERT ORDER      -  SECOND    CLASS I
 AD8086
 AD8086.The horizontal coordinates were scaled from a map and have
 AD8086.an estimated accuracy of +/- 6 seconds.
 AD8086
 AD8086.The orthometric height was determined by differential leveling and
 AD8086.adjusted by the NATIONAL GEODETIC SURVEY
 AD8086.in September 1996.
 AD8086
 AD8086.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8086.GEOID18 height accuracy estimate available here.
 AD8086
 AD8086.This Tidal Bench Mark is designated as VM 5516
 AD8086.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8086
 AD8086.Click photographs - Photos may exist for this station.
 AD8086
 AD8086.The dynamic height is computed by dividing the NAVD 88
 AD8086.geopotential number by the normal gravity value computed on the
 AD8086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8086.degrees latitude (g = 980.6199 gals.).
 AD8086
 AD8086.The modeled gravity was interpolated from observed gravity values.
 AD8086
 AD8086;                    North         East    Units  Estimated Accuracy
 AD8086;SPC FL E     -   292,390.      287,780.      MT  (+/- 180 meters Scaled)
 AD8086
 AD8086_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK877834(NAD 83)
 AD8086
 AD8086                          SUPERSEDED SURVEY CONTROL
 AD8086
 AD8086  NGVD 29 (09/01/92)    2.271  (m)            7.45   (f) ADJUSTED    2 1
 AD8086
 AD8086.Superseded values are not recommended for survey control.
 AD8086
 AD8086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8086.See file dsdata.pdf to determine how the superseded data were derived.
 AD8086
 AD8086_MARKER: DJ = TIDAL STATION DISK
 AD8086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8086_SP_SET: BOX DRAIN
 AD8086_STAMPING: 2481 J 1986
 AD8086_MARK LOGO: NOS
 AD8086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8086
 AD8086  HISTORY     - Date     Condition        Report By
 AD8086  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8086  HISTORY     - 20000628 MARK NOT FOUND   USPSQD
 AD8086  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 AD8086  HISTORY     - 20030908 MARK NOT FOUND   USPSQD
 AD8086  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD8086  HISTORY     - 20060118 MARK NOT FOUND   FLDEP
 AD8086
 AD8086                          STATION DESCRIPTION
 AD8086
 AD8086'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8086'1.8 MI WNW FROM TEQUESTA.
 AD8086'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA DRIVE IN
 AD8086'TEQUESTA, GO 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF
 AD8086'COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE
 AD8086'JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB
 AD8086'COMMUNITY), GO 0.05 MILE SOUTH ON NORTH PLACE TO THE JUNCTION OF
 AD8086'FAIRWAY NORTH AND THE MARK.  THE MARK IS SET IN THE NORTHEAST CORNER
 AD8086'OF THE RESIDENCE AT 310 FAIRWAY NORTH.  THE MARK IS SET IN THE EAST
 AD8086'END OF A BOX DRAIN.  THE MARK BEARS 26.9 FEET WEST OF THE CENTERLINE
 AD8086'OF NORTH PLACE AND 31.7 FEET NORTH OF THE CENTERLINE OF FAIRWAY
 AD8086'NORTH.
 AD8086
 AD8086                          STATION RECOVERY (2000)
 AD8086
 AD8086'RECOVERY NOTE BY US POWER SQUADRON 2000 (HAH)
 AD8086'MARK NOT FOUND.
 AD8086
 AD8086                          STATION RECOVERY (2002)
 AD8086
 AD8086'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8086'BOX DRAIN REPLACED IN YR. 2000.
 AD8086
 AD8086                          STATION RECOVERY (2003)
 AD8086
 AD8086'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8086'MARK NOT FOUND.
 AD8086
 AD8086                          STATION RECOVERY (2005)
 AD8086
 AD8086'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD8086'MARK NOT FOUND  BOX DRAIN HAS BEEN REPLACED.
 AD8086
 AD8086                          STATION RECOVERY (2006)
 AD8086
 AD8086'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD8086'THE AREA WAS SEARCHED AND THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8083 ***********************************************************************
 AD8083  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8083  DESIGNATION -  872 2481 K TIDAL
 AD8083  PID         -  AD8083
 AD8083  STATE/COUNTY-  FL/PALM BEACH
 AD8083  COUNTRY     -  US
 AD8083  USGS QUAD   -  JUPITER (2018)
 AD8083
 AD8083                         *CURRENT SURVEY CONTROL
 AD8083  ______________________________________________________________________
 AD8083* NAD 83(1986) POSITION- 26 58 14.0    (N) 080 07 28.9    (W)   HD_HELD2
 AD8083* NAVD 88 ORTHO HEIGHT -     1.541 (meters)        5.06  (feet) ADJUSTED
 AD8083  ______________________________________________________________________
 AD8083  GEOID HEIGHT    -        -27.375 (meters)                     GEOID18
 AD8083  DYNAMIC HEIGHT  -          1.538 (meters)        5.05  (feet) COMP
 AD8083  MODELED GRAVITY -    979,095.5   (mgal)                       NAVD 88
 AD8083
 AD8083  VERT ORDER      -  SECOND    CLASS I
 AD8083
 AD8083.The horizontal coordinates were established by autonomous hand held GPS
 AD8083.observations and have an estimated accuracy of +/- 10 meters.
 AD8083
 AD8083.The orthometric height was determined by differential leveling and
 AD8083.adjusted by the NATIONAL GEODETIC SURVEY
 AD8083.in September 1996.
 AD8083
 AD8083.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8083.GEOID18 height accuracy estimate available here.
 AD8083
 AD8083.This Tidal Bench Mark is designated as VM 5520
 AD8083.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8083
 AD8083.Click photographs - Photos may exist for this station.
 AD8083
 AD8083.The dynamic height is computed by dividing the NAVD 88
 AD8083.geopotential number by the normal gravity value computed on the
 AD8083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8083.degrees latitude (g = 980.6199 gals.).
 AD8083
 AD8083.The modeled gravity was interpolated from observed gravity values.
 AD8083
 AD8083;                    North         East    Units  Estimated Accuracy
 AD8083;SPC FL E     -   292,443.      286,898.      MT  (+/- 10 meters HH2 GPS)
 AD8083
 AD8083_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8686883474(NAD 83)
 AD8083
 AD8083                          SUPERSEDED SURVEY CONTROL
 AD8083
 AD8083  NGVD 29 (09/01/92)    2.002  (m)            6.57   (f) ADJUSTED    2 1
 AD8083
 AD8083.Superseded values are not recommended for survey control.
 AD8083
 AD8083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8083.See file dsdata.pdf to determine how the superseded data were derived.
 AD8083
 AD8083_MARKER: DJ = TIDAL STATION DISK
 AD8083_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD8083_STAMPING: 2481 K 1986
 AD8083_MARK LOGO: NOS
 AD8083_PROJECTION: FLUSH
 AD8083_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8083+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2025
 AD8083
 AD8083  HISTORY     - Date     Condition        Report By
 AD8083  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8083  HISTORY     - 19950115 GOOD             USPSQD
 AD8083  HISTORY     - 20020819 GOOD             USPSQD
 AD8083  HISTORY     - 20030909 GOOD             USPSQD
 AD8083  HISTORY     - 20060118 GOOD             FLDEP
 AD8083  HISTORY     - 20250421 GOOD             GEOCAC
 AD8083
 AD8083                          STATION DESCRIPTION
 AD8083
 AD8083'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8083'2.3 MI WNW FROM TEQUESTA.
 AD8083'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA DRIVE IN
 AD8083'TEQUESTA, GO 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF
 AD8083'COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE
 AD8083'JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB
 AD8083'COMMUNITY), GO 0.05 MILE SOUTH ON NORTH PLACE TO THE JUNCTION OF
 AD8083'FAIRWAY NORTH, GO 0.3 MILE WEST ALONG FAIRWAY NORTH TO THE JUNCTION
 AD8083'OF RIVER DRIVE, GO 03.  MILE NORTHWEST ALONG RIVER DRIVE TO ITS END
 AD8083'AND THE MARK.  THE MARK IS SET BETWEEN THE RESIDENCE AT 347 AND 352
 AD8083'RIVER DRIVE.  THE MARK BEARS 4.1 FEET WEST-NORTHWEST OF THE WEST EDGE
 AD8083'OF THE PAVEMENT FOR RIVER DRIVE, 4.8 FEET SOUTHEAST OF A POWER POLE,
 AD8083'AND 4.0 FEET EAST-NORTHEAST OF THE NORTH END OF A BRICK WALL AT THE
 AD8083'ENTRANCE TO THE RESIDENCE AT 347 RIVER DRIVE.
 AD8083
 AD8083                          STATION RECOVERY (1995)
 AD8083
 AD8083'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8083'RECOVERED IN GOOD CONDITION.
 AD8083
 AD8083                          STATION RECOVERY (2002)
 AD8083
 AD8083'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8083'RECOVERED IN GOOD CONDITION.
 AD8083
 AD8083                          STATION RECOVERY (2003)
 AD8083
 AD8083'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8083'RECOVERED IN GOOD CONDITION.
 AD8083
 AD8083                          STATION RECOVERY (2006)
 AD8083
 AD8083'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD8083'THE MARK IS ABOUT 2.3 MI (3.7 KM) NORTHWEST OF TEQUESTA, IN SECTION
 AD8083'26, TOWNSHIP 40 SOUTH, RANGE 42 EAST.
 AD8083'
 AD8083'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA
 AD8083'DRIVE IN TEQUESTA, GO WEST ON TEQUESTA DRIVE FOR 1.6 MI (2.6 KM) TO
 AD8083'THE JUNCTION OF COUNTRY CLUB ROAD ON THE RIGHT, TURN RIGHT ON COUNTRY
 AD8083'CLUB ROAD AND GO NORTH THEN WEST FOR 1.1 MI (1.8 KM) TO THE
 AD8083'INTERSECTION OF NORTH PLACE, TURN LEFT ON NORTH PLACE AND GO SOUTH FOR
 AD8083'0.05 MI (0.1 KM) TO THE JUNCTION OF FAIRWAY NORTH, TURN RIGHT ON
 AD8083'FAIRWAY NORTH AND GO WEST FOR 0.3 MI (0.5 KM) TO THE T-JUNCTION OF
 AD8083'RIVER DRIVE, TURN RIGHT ON RIVER DRIVE AND GO NORTHWESTERLY FOR 0.3 MI
 AD8083'(0.5 KM) TO THE ROADS END AND THE RESIDENCE AT 347 RIVER DRIVE AND THE
 AD8083'MARK, A NOS BENCH MARK DISK CRIMPED TO THE TOP OF A STAINLESS STEEL
 AD8083'ROD ENCASED IN A 5-INCH (13 CM) PVC PIPE AND A CONCRETE KICK BLOCK, IN
 AD8083'THE VICINITY OF THE PROPERTY LINE BETWEEN 347 AND 352 RIVER DRIVE.
 AD8083'
 AD8083'LOCATED 263.6 FT (80.3 M) WEST OF A FLDEP SURVEY MARK 2481 M (8139.7
 AD8083'FT) 2006, 189.2 FT (57.7 M) EAST OF A FLDEP SURVEY MARK 2481 N 2006,
 AD8083'4.8 FT (1.5 M) SOUTHEAST OF A WOODEN POWER POLE, 4.1 FT (1.2 M)
 AD8083'WEST-NORTHWEST OF THE WEST EDGE OF THE PAVEMENT OF RIVER DRIVE AND 4.0
 AD8083'FT (1.2 M) EAST-NORTHEAST OF THE NORTH END OF A BRICK WALL AT THE
 AD8083'GATED ENTRANCE OF THE RESIDENCE AT 347 RIVER DRIVE.
 AD8083
 AD8083                          STATION RECOVERY (2025)
 AD8083
 AD8083'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD8083'THE MARK IS BETWEEN ADDRESSES 352 AND 354 RIVER DRIVE AND IS 3.9 FT
 AD8083'(1.2 M) NORTH OF A METAL POST SUPPORTING MAILBOX 354.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9524 ***********************************************************************
 DI9524  TIDAL BM    -  This is a Tidal Bench Mark.
 DI9524  DESIGNATION -  872 2481 L TIDAL
 DI9524  PID         -  DI9524
 DI9524  STATE/COUNTY-  FL/PALM BEACH
 DI9524  COUNTRY     -  US
 DI9524  USGS QUAD   -  JUPITER (2018)
 DI9524
 DI9524                         *CURRENT SURVEY CONTROL
 DI9524  ______________________________________________________________________
 DI9524* NAD 83(1986) POSITION- 26 58 10.08   (N) 080 07 12.04   (W)   HD_HELD1
 DI9524* NAVD 88 ORTHO HEIGHT -     1.731 (meters)        5.68  (feet) ADJUSTED
 DI9524  ______________________________________________________________________
 DI9524  GEOID HEIGHT    -        -27.390 (meters)                     GEOID18
 DI9524  DYNAMIC HEIGHT  -          1.729 (meters)        5.67  (feet) COMP
 DI9524  MODELED GRAVITY -    979,095.0   (mgal)                       NAVD 88
 DI9524
 DI9524  VERT ORDER      -  SECOND    CLASS I
 DI9524
 DI9524.The horizontal coordinates were determined by differentially corrected
 DI9524.hand held GPS observations or other comparable positioning techniques
 DI9524.and have an estimated accuracy of +/- 3 meters.
 DI9524
 DI9524.The orthometric height was determined by differential leveling and
 DI9524.adjusted by the NATIONAL GEODETIC SURVEY
 DI9524.in June 2009.
 DI9524
 DI9524.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9524.GEOID18 height accuracy estimate available here.
 DI9524
 DI9524.This Tidal Bench Mark is designated as VM 18708
 DI9524.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI9524
 DI9524.Click photographs - Photos may exist for this station.
 DI9524
 DI9524.The dynamic height is computed by dividing the NAVD 88
 DI9524.geopotential number by the normal gravity value computed on the
 DI9524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9524.degrees latitude (g = 980.6199 gals.).
 DI9524
 DI9524.The modeled gravity was interpolated from observed gravity values.
 DI9524
 DI9524;                    North         East    Units  Estimated Accuracy
 DI9524;SPC FL E     -   292,325.3     287,363.7     MT  (+/- 3 meters HH1 GPS) 
 DI9524
 DI9524_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8733383357(NAD 83)
 DI9524
 DI9524                          SUPERSEDED SURVEY CONTROL
 DI9524
 DI9524.No superseded survey control is available for this station.
 DI9524
 DI9524_MARKER: DD = SURVEY DISK
 DI9524_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI9524_SP_SET: BOX DRAIN
 DI9524_STAMPING: 2481 L 2006
 DI9524_MARK LOGO: FLDEP
 DI9524_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI9524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI9524+STABILITY: SURFACE MOTION
 DI9524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9524+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2025
 DI9524
 DI9524  HISTORY     - Date     Condition        Report By
 DI9524  HISTORY     - 20060118 MONUMENTED       FLDEP
 DI9524  HISTORY     - 20170222 GOOD             NGS
 DI9524  HISTORY     - 20250421 GOOD             GEOCAC
 DI9524
 DI9524                          STATION DESCRIPTION
 DI9524
 DI9524'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DI9524'THE MARK IS ABOUT 2.3 MI (3.7 KM) NORTHWEST OF TEQUESTA, IN SECTION
 DI9524'26, TOWNSHIP 40 SOUTH, RANGE 42 EAST.
 DI9524'
 DI9524'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA
 DI9524'DRIVE IN TEQUESTA, GO WEST ON TEQUESTA DRIVE FOR 1.6 MI (2.6 KM) TO
 DI9524'THE JUNCTION OF COUNTRY CLUB ROAD ON THE RIGHT, TURN RIGHT ON COUNTRY
 DI9524'CLUB ROAD AND GO NORTH THEN WEST FOR 1.1 MI (1.8 KM) TO THE
 DI9524'INTERSECTION OF NORTH PLACE, TURN LEFT ON NORTH PLACE AND GO SOUTH FOR
 DI9524'0.05 MI (0.1 KM) TO THE JUNCTION OF FAIRWAY NORTH, TURN RIGHT ON
 DI9524'FAIRWAY NORTH AND GO WEST FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF RIVER
 DI9524'DRIVE AND THE MARK ON THE LEFT, A FLDEP SURVEY DISK SET FLUSH IN THE
 DI9524'TOP OF A 3.5 FT (1.1 M) BY 4.5 FT (1.4 M) CONCRETE BOX DRAIN LEVEL
 DI9524'WITH THE GROUND.
 DI9524'
 DI9524'LOCATED 80.0 FT (24.4 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DI9524'FAIRWAY NORTH, 48.4 FT (14.8 M) SOUTHEAST OF THE MAILBOX FOR THE
 DI9524'RESIDENCE AT 287 RIVER DRIVE, 34.0 FT (10.4 M) NORTHWEST OF THE
 DI9524'APPROXIMATE CENTERLINE OF THE CONCRETE DRIVEWAY TO THE RESIDENCE AT
 DI9524'284 RIVER DRIVE, 24.0 FT (7.3 M) SOUTH OF A BLACK STREET LIGHT POLE
 DI9524'AND 16.1 FT (4.9 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF RIVER
 DI9524'DRIVE.
 DI9524
 DI9524                          STATION RECOVERY (2017)
 DI9524
 DI9524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 DI9524'RECOVERED IN GOOD CONDITION.
 DI9524
 DI9524                          STATION RECOVERY (2025)
 DI9524
 DI9524'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DI9524'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9523 ***********************************************************************
 DI9523  TIDAL BM    -  This is a Tidal Bench Mark.
 DI9523  DESIGNATION -  872 2481 M TIDAL
 DI9523  PID         -  DI9523
 DI9523  STATE/COUNTY-  FL/PALM BEACH
 DI9523  COUNTRY     -  US
 DI9523  USGS QUAD   -  JUPITER (2018)
 DI9523
 DI9523                         *CURRENT SURVEY CONTROL
 DI9523  ______________________________________________________________________
 DI9523* NAD 83(1986) POSITION- 26 58 13.6    (N) 080 07 26.0    (W)   HD_HELD2
 DI9523* NAVD 88 ORTHO HEIGHT -     1.364 (meters)        4.48  (feet) ADJUSTED
 DI9523  ______________________________________________________________________
 DI9523  GEOID HEIGHT    -        -27.378 (meters)                     GEOID18
 DI9523  DYNAMIC HEIGHT  -          1.362 (meters)        4.47  (feet) COMP
 DI9523  MODELED GRAVITY -    979,095.3   (mgal)                       NAVD 88
 DI9523
 DI9523  VERT ORDER      -  SECOND    CLASS I
 DI9523
 DI9523.The horizontal coordinates were established by autonomous hand held GPS
 DI9523.observations and have an estimated accuracy of +/- 10 meters.
 DI9523
 DI9523.The orthometric height was determined by differential leveling and
 DI9523.adjusted by the NATIONAL GEODETIC SURVEY
 DI9523.in June 2009.
 DI9523
 DI9523.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9523.GEOID18 height accuracy estimate available here.
 DI9523
 DI9523.This Tidal Bench Mark is designated as VM 18709
 DI9523.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI9523
 DI9523.Click photographs - Photos may exist for this station.
 DI9523
 DI9523.The dynamic height is computed by dividing the NAVD 88
 DI9523.geopotential number by the normal gravity value computed on the
 DI9523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9523.degrees latitude (g = 980.6199 gals.).
 DI9523
 DI9523.The modeled gravity was interpolated from observed gravity values.
 DI9523
 DI9523;                    North         East    Units  Estimated Accuracy
 DI9523;SPC FL E     -   292,431.      286,978.      MT  (+/- 10 meters HH2 GPS)
 DI9523
 DI9523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8694883463(NAD 83)
 DI9523
 DI9523                          SUPERSEDED SURVEY CONTROL
 DI9523
 DI9523.No superseded survey control is available for this station.
 DI9523
 DI9523_MARKER: DD = SURVEY DISK
 DI9523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI9523_SP_SET: BOX DRAIN
 DI9523_STAMPING: 2481 M 2006
 DI9523_MARK LOGO: FLDEP
 DI9523_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI9523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI9523+STABILITY: SURFACE MOTION
 DI9523_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DI9523+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2025
 DI9523
 DI9523  HISTORY     - Date     Condition        Report By
 DI9523  HISTORY     - 20060118 MONUMENTED       FLDEP
 DI9523  HISTORY     - 20170222 GOOD             NGS
 DI9523  HISTORY     - 20250421 GOOD             GEOCAC
 DI9523
 DI9523                          STATION DESCRIPTION
 DI9523
 DI9523'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DI9523'THE MARK IS ABOUT 2.3 MI (3.7 KM) NORTHWEST OF TEQUESTA, IN SECTION
 DI9523'26, TOWNSHIP 40 SOUTH, RANGE 42 EAST.
 DI9523'
 DI9523'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA
 DI9523'DRIVE IN TEQUESTA, GO WEST ON TEQUESTA DRIVE FOR 1.6 MI (2.6 KM) TO
 DI9523'THE JUNCTION OF COUNTRY CLUB ROAD ON THE RIGHT, TURN RIGHT ON COUNTRY
 DI9523'CLUB ROAD AND GO NORTH THEN WEST FOR 1.1 MI (1.8 KM) TO THE
 DI9523'INTERSECTION OF NORTH PLACE, TURN LEFT ON NORTH PLACE AND GO SOUTH FOR
 DI9523'0.05 MI (0.1 KM) TO THE JUNCTION OF FAIRWAY NORTH, TURN RIGHT ON
 DI9523'FAIRWAY NORTH AND GO WEST FOR 0.3 MI (0.5 KM) TO THE T-JUNCTION OF
 DI9523'RIVER DRIVE, TURN RIGHT 0N RIVER DRIVE AND GO NORTHWESTERLY FOR 0.25
 DI9523'MI (0.4 KM) TO THE RESIDENCE AT 335 RIVER DRIVE ON THE LEFT AND THE
 DI9523'MARK, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF THE NORTHWEST CORNER
 DI9523'OF A 3.5 FT (1.1 M) BY 4.5 FT (1.4 M) CONCRETE BOX DRAIN ON THE
 DI9523'PROPERTY LINE BETWEEN 335 AND 339 RIVER DRIVE AND LEVEL WITH RIVER
 DI9523'DRIVE.
 DI9523'
 DI9523'LOCATED 263.6 FT (80.3 M) EAST OF A NOS BENCH MARK 2481 K 1986, 25.5
 DI9523'FT (7.8 M) EAST OF THE APPROXIMATE CENTERLINE OF A CONCRETE DRIVEWAY
 DI9523'TO THE RESIDENCE AT 339 RIVER DRIVE, 19.5 FT (5.9 M) WEST OF THE
 DI9523'APPROXIMATE CENTERLINE OF A BRICK DRIVEWAY TO THE RESIDENCE AT 335
 DI9523'RIVER DRIVE, 17.0 FT (5.2 M) NORTH OF A WOODEN POWER POLE AND 14.0 FT
 DI9523'(4.3 M) SOUTH OF THE APPROXIMATE CENTERLINE OF RIVER DRIVE.
 DI9523
 DI9523                          STATION RECOVERY (2017)
 DI9523
 DI9523'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 DI9523'RECOVERED IN GOOD CONDITION.
 DI9523
 DI9523                          STATION RECOVERY (2025)
 DI9523
 DI9523'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DI9523'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9522 ***********************************************************************
 DI9522  TIDAL BM    -  This is a Tidal Bench Mark.
 DI9522  DESIGNATION -  872 2481 N TIDAL
 DI9522  PID         -  DI9522
 DI9522  STATE/COUNTY-  FL/PALM BEACH
 DI9522  COUNTRY     -  US
 DI9522  USGS QUAD   -  ROOD (2018)
 DI9522
 DI9522                         *CURRENT SURVEY CONTROL
 DI9522  ______________________________________________________________________
 DI9522* NAD 83(1986) POSITION- 26 58 14.     (N) 080 07 31.     (W)   SCALED
 DI9522* NAVD 88 ORTHO HEIGHT -     0.538 (meters)        1.77  (feet) ADJUSTED
 DI9522  ______________________________________________________________________
 DI9522  GEOID HEIGHT    -        -27.372 (meters)                     GEOID18
 DI9522  DYNAMIC HEIGHT  -          0.538 (meters)        1.77  (feet) COMP
 DI9522  MODELED GRAVITY -    979,095.5   (mgal)                       NAVD 88
 DI9522
 DI9522  VERT ORDER      -  SECOND    CLASS I
 DI9522
 DI9522.The horizontal coordinates were scaled from a map and have
 DI9522.an estimated accuracy of +/- 6 seconds.
 DI9522
 DI9522.The orthometric height was determined by differential leveling and
 DI9522.adjusted by the NATIONAL GEODETIC SURVEY
 DI9522.in June 2009.
 DI9522
 DI9522.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9522.GEOID18 height accuracy estimate available here.
 DI9522
 DI9522.This Tidal Bench Mark is designated as VM 18710
 DI9522.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DI9522
 DI9522.Click photographs - Photos may exist for this station.
 DI9522
 DI9522.The dynamic height is computed by dividing the NAVD 88
 DI9522.geopotential number by the normal gravity value computed on the
 DI9522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9522.degrees latitude (g = 980.6199 gals.).
 DI9522
 DI9522.The modeled gravity was interpolated from observed gravity values.
 DI9522
 DI9522;                    North         East    Units  Estimated Accuracy
 DI9522;SPC FL E     -   292,440.      286,840.      MT  (+/- 180 meters Scaled)
 DI9522
 DI9522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK868834(NAD 83)
 DI9522
 DI9522                          SUPERSEDED SURVEY CONTROL
 DI9522
 DI9522.No superseded survey control is available for this station.
 DI9522
 DI9522_MARKER: DD = SURVEY DISK
 DI9522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI9522_SP_SET: SEAWALL
 DI9522_STAMPING: 2481 N 2006
 DI9522_MARK LOGO: FLDEP
 DI9522_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI9522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI9522+STABILITY: SURFACE MOTION
 DI9522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9522+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 DI9522
 DI9522  HISTORY     - Date     Condition        Report By
 DI9522  HISTORY     - 20060118 MONUMENTED       FLDEP
 DI9522  HISTORY     - 20250421 MARK NOT FOUND   GEOCAC
 DI9522
 DI9522                          STATION DESCRIPTION
 DI9522
 DI9522'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DI9522'THE MARK IS ABOUT 2.3 MI (3.7 KM) NORTHWEST OF TEQUESTA, IN SECTION
 DI9522'26, TOWNSHIP 40 SOUTH, RANGE 42 EAST.
 DI9522'
 DI9522'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA
 DI9522'DRIVE IN TEQUESTA, GO WEST ON TEQUESTA DRIVE FOR 1.6 MI (2.6 KM) TO
 DI9522'THE JUNCTION OF COUNTRY CLUB ROAD ON THE RIGHT, TURN RIGHT ON COUNTRY
 DI9522'CLUB ROAD AND GO NORTH THEN WEST FOR 1.1 MI (1.8 KM) TO THE
 DI9522'INTERSECTION OF NORTH PLACE, TURN LEFT ON NORTH PLACE AND GO SOUTH FOR
 DI9522'0.05 MI (0.1 KM) TO THE JUNCTION OF FAIRWAY NORTH, TURN RIGHT ON
 DI9522'FAIRWAY NORTH AND GO WEST FOR 0.3 MI (0.5 KM) TO THE T-JUNCTION OF
 DI9522'RIVER DRIVE, TURN RIGHT ON RIVER DRIVE AND GO NORTHWESTERLY FOR 0.3 MI
 DI9522'(0.5 KM) TO THE ROADS END AND THE RESIDENCE AT 347 RIVER DRIVE, NOW BY
 DI9522'WALKING GO WESTERLY FOR ABOUT 200.0 FT (61.0 M) THROUGH THE BACKYARD
 DI9522'TO THE CONCRETE SEAWALL AND THE MARK, A FLDEP SURVEY DISK SET FLUSH IN
 DI9522'THE TOP OF THE SEAWALL BEHIND THE GUEST HOUSE AT THE RESIDENCE AT 347
 DI9522'RIVER DRIVE.
 DI9522'
 DI9522'LOCATED 189.2 FT (57.7 M) WEST OF A NOS BENCH MARK 2481 K 1986, 188.0
 DI9522'FT (57.3 M) WEST OF THE EDGE OF THE PAVEMENT ON THE EXTENDED
 DI9522'CENTERLINE OF RIVER DRIVE, 131.0 FT (39.9 M) SOUTH-SOUTHWEST OF THE
 DI9522'APPROXIMATE CENTERLINE OF THE WOODEN BOAT DOCK BEHIND THE RESIDENCE AT
 DI9522'352 RIVER DRIVE, 114.8 FT (35.0 M) SOUTH-SOUTHWEST OF THE A NOS BENCH
 DI9522'MARK NO 5 1972 AND 57.6 FT (17.6 M) NORTHWEST OF THE NORTHWEST CORNER
 DI9522'OF THE GUEST HOUSE OF THE RESIDENCE AT 347 RIVER DRIVE.
 DI9522
 DI9522                          STATION RECOVERY (2025)
 DI9522
 DI9522'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DI9522'MARK NOT FOUND.  SEAWALL REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6235 ***********************************************************************
 AD6235  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6235  DESIGNATION -  872 2481 TIDAL 1
 AD6235  PID         -  AD6235
 AD6235  STATE/COUNTY-  FL/PALM BEACH
 AD6235  COUNTRY     -  US
 AD6235  USGS QUAD   -  ROOD (2018)
 AD6235
 AD6235                         *CURRENT SURVEY CONTROL
 AD6235  ______________________________________________________________________
 AD6235* NAD 83(1986) POSITION- 26 58 11.     (N) 080 07 31.     (W)   SCALED
 AD6235* NAVD 88 ORTHO HEIGHT -     0.639 (meters)        2.10  (feet) ADJUSTED
 AD6235  ______________________________________________________________________
 AD6235  GEOID HEIGHT    -        -27.369 (meters)                     GEOID18
 AD6235  DYNAMIC HEIGHT  -          0.638 (meters)        2.09  (feet) COMP
 AD6235  MODELED GRAVITY -    979,095.6   (mgal)                       NAVD 88
 AD6235
 AD6235  VERT ORDER      -  SECOND    CLASS I
 AD6235
 AD6235.The horizontal coordinates were scaled from a map and have
 AD6235.an estimated accuracy of +/- 6 seconds.
 AD6235
 AD6235.The orthometric height was determined by differential leveling and
 AD6235.adjusted by the NATIONAL GEODETIC SURVEY
 AD6235.in June 1991.
 AD6235
 AD6235.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6235.GEOID18 height accuracy estimate available here.
 AD6235
 AD6235.This Tidal Bench Mark is designated as VM 5511
 AD6235.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6235
 AD6235.Click photographs - Photos may exist for this station.
 AD6235
 AD6235.The dynamic height is computed by dividing the NAVD 88
 AD6235.geopotential number by the normal gravity value computed on the
 AD6235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6235.degrees latitude (g = 980.6199 gals.).
 AD6235
 AD6235.The modeled gravity was interpolated from observed gravity values.
 AD6235
 AD6235;                    North         East    Units  Estimated Accuracy
 AD6235;SPC FL E     -   292,350.      286,840.      MT  (+/- 180 meters Scaled)
 AD6235
 AD6235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK868833(NAD 83)
 AD6235
 AD6235                          SUPERSEDED SURVEY CONTROL
 AD6235
 AD6235  NGVD 29 (09/01/92)    1.098  (m)            3.60   (f) ADJUSTED    2 1
 AD6235
 AD6235.Superseded values are not recommended for survey control.
 AD6235
 AD6235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6235.See file dsdata.pdf to determine how the superseded data were derived.
 AD6235
 AD6235_MARKER: DB = BENCH MARK DISK
 AD6235_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6235_SP_SET: SEAWALL
 AD6235_STAMPING: NO 1 1972
 AD6235_MARK LOGO: CGS
 AD6235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6235+STABILITY: SURFACE MOTION
 AD6235
 AD6235  HISTORY     - Date     Condition        Report By
 AD6235  HISTORY     - 1972     MONUMENTED       NOS
 AD6235  HISTORY     - 1980     GOOD             FLDNR
 AD6235  HISTORY     - 1986     GOOD             FLDNR
 AD6235  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD6235  HISTORY     - 19890819 MARK NOT FOUND   USPSQD
 AD6235  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6235  HISTORY     - 20060118 MARK NOT FOUND   FLDEP
 AD6235
 AD6235                          STATION DESCRIPTION
 AD6235
 AD6235'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6235'2.3 MI WNW FROM TEQUESTA.
 AD6235'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. 1 IN TEQUESTA,
 AD6235'PROCEED 1.6 MILES WEST ON TEQUESTA DRIVE TO THE JUNCTION WITH COUNTRY
 AD6235'CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE JUNCTION
 AD6235'WITH NORTH PLACE (NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB COMMUNITY),
 AD6235'GO SOUTH 0.05 MILE ON NORTH PLACE TO THE JUNCTION WITH FAIRWAY NORTH,
 AD6235'GO WEST 0.3 MILE ON FAIRWAY NORTH TO RIVER ROAD, GO NORTHWEST 0.3 MILE
 AD6235'ON RIVER ROAD TO ITS END, AND THE CRAWFORD RESIDENCE AT 347 RIVER
 AD6235'ROAD, AND THE MARK.  THE MARK BEARS 61.8 FEET WEST OF THE SOUTHWEST
 AD6235'CORNER OF THE CRAWFORD HOUSE, AND 55 FEET WEST OF THE CENTER END OF
 AD6235'THE WOOD PIER.
 AD6235
 AD6235                          STATION RECOVERY (1986)
 AD6235
 AD6235'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6235'RECOVERED IN GOOD CONDITION.
 AD6235
 AD6235                          STATION RECOVERY (1989)
 AD6235
 AD6235'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD6235'MARK NOT FOUND.
 AD6235
 AD6235                          STATION RECOVERY (1989)
 AD6235
 AD6235'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6235'MARK NOT FOUND.
 AD6235
 AD6235                          STATION RECOVERY (2005)
 AD6235
 AD6235'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6235'MARK NOT FOUND   OLD SEAWALL HAS BEEN REMOVED.
 AD6235
 AD6235                          STATION RECOVERY (2006)
 AD6235
 AD6235'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6235'THE AREA WAS SEARCHED AND THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6234 ***********************************************************************
 AD6234  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6234  DESIGNATION -  872 2481 TIDAL 2
 AD6234  PID         -  AD6234
 AD6234  STATE/COUNTY-  FL/PALM BEACH
 AD6234  COUNTRY     -  US
 AD6234  USGS QUAD   -  ROOD (2018)
 AD6234
 AD6234                         *CURRENT SURVEY CONTROL
 AD6234  ______________________________________________________________________
 AD6234* NAD 83(1986) POSITION- 26 58 11.     (N) 080 07 31.     (W)   SCALED
 AD6234* NAVD 88 ORTHO HEIGHT -     0.498 (meters)        1.63  (feet) ADJUSTED
 AD6234  ______________________________________________________________________
 AD6234  GEOID HEIGHT    -        -27.369 (meters)                     GEOID18
 AD6234  DYNAMIC HEIGHT  -          0.497 (meters)        1.63  (feet) COMP
 AD6234  MODELED GRAVITY -    979,095.6   (mgal)                       NAVD 88
 AD6234
 AD6234  VERT ORDER      -  SECOND    CLASS I
 AD6234
 AD6234.The horizontal coordinates were scaled from a map and have
 AD6234.an estimated accuracy of +/- 6 seconds.
 AD6234
 AD6234.The orthometric height was determined by differential leveling and
 AD6234.adjusted by the NATIONAL GEODETIC SURVEY
 AD6234.in June 1991.
 AD6234
 AD6234.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6234.GEOID18 height accuracy estimate available here.
 AD6234
 AD6234.This Tidal Bench Mark is designated as VM 5512
 AD6234.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6234
 AD6234.Click photographs - Photos may exist for this station.
 AD6234
 AD6234.The dynamic height is computed by dividing the NAVD 88
 AD6234.geopotential number by the normal gravity value computed on the
 AD6234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6234.degrees latitude (g = 980.6199 gals.).
 AD6234
 AD6234.The modeled gravity was interpolated from observed gravity values.
 AD6234
 AD6234;                    North         East    Units  Estimated Accuracy
 AD6234;SPC FL E     -   292,350.      286,840.      MT  (+/- 180 meters Scaled)
 AD6234
 AD6234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK868833(NAD 83)
 AD6234
 AD6234                          SUPERSEDED SURVEY CONTROL
 AD6234
 AD6234  NGVD 29 (09/01/92)    0.956  (m)            3.14   (f) ADJUSTED    2 1
 AD6234
 AD6234.Superseded values are not recommended for survey control.
 AD6234
 AD6234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6234.See file dsdata.pdf to determine how the superseded data were derived.
 AD6234
 AD6234_MARKER: DB = BENCH MARK DISK
 AD6234_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6234_SP_SET: SEAWALL
 AD6234_STAMPING: NO 2 1972
 AD6234_MARK LOGO: CGS
 AD6234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6234+STABILITY: SURFACE MOTION
 AD6234
 AD6234  HISTORY     - Date     Condition        Report By
 AD6234  HISTORY     - 1972     MONUMENTED       NOS
 AD6234  HISTORY     - 1980     GOOD             FLDNR
 AD6234  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD6234  HISTORY     - 19890819 MARK NOT FOUND   USPSQD
 AD6234  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6234  HISTORY     - 20060118 MARK NOT FOUND   FLDEP
 AD6234
 AD6234                          STATION DESCRIPTION
 AD6234
 AD6234'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6234'2.3 MI WNW FROM TEQUESTA.
 AD6234'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. 1 IN TEQUESTA,
 AD6234'PROCEED 1.6 MILES WEST ON TEQUESTA DRIVE TO THE JUNCTION WITH COUNTRY
 AD6234'CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE JUNCTION
 AD6234'WITH NORTH PLACE (NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB COMMUNITY),
 AD6234'GO SOUTH 0.05 MILE ON NORTH PLACE TO THE JUNCTION WITH FAIRWAY NORTH,
 AD6234'GO WEST 0.3 MILE ON FAIRWAY NORTH TO RIVER ROAD, GO NORTHWEST 0.3 MILE
 AD6234'ON RIVER ROAD TO ITS END, AND THE CRAWFORD RESIDENCE AT 347 RIVER
 AD6234'ROAD, AND THE MARK.  THE MARK BEARS 91.3 FEET WEST OF THE WEST SIDE OF
 AD6234'THE GARAGE, AND 32.9 FEET WEST-NORTHWEST OF A LARGE RUBBER TREE.
 AD6234
 AD6234                          STATION RECOVERY (1989)
 AD6234
 AD6234'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD6234'MARK NOT FOUND.
 AD6234
 AD6234                          STATION RECOVERY (1989)
 AD6234
 AD6234'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6234'MARK NOT FOUND.
 AD6234
 AD6234                          STATION RECOVERY (2005)
 AD6234
 AD6234'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6234'MARK NOT FOUND   OLD SEAWALL HAS BEEN REMOVED.
 AD6234
 AD6234                          STATION RECOVERY (2006)
 AD6234
 AD6234'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6234'THE AREA WAS SEARCHED AND THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6233 ***********************************************************************
 AD6233  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6233  DESIGNATION -  872 2481 TIDAL 3
 AD6233  PID         -  AD6233
 AD6233  STATE/COUNTY-  FL/PALM BEACH
 AD6233  COUNTRY     -  US
 AD6233  USGS QUAD   -  ROOD (2018)
 AD6233
 AD6233                         *CURRENT SURVEY CONTROL
 AD6233  ______________________________________________________________________
 AD6233* NAD 83(1986) POSITION- 26 58 11.     (N) 080 07 31.     (W)   SCALED
 AD6233* NAVD 88 ORTHO HEIGHT -     0.575 (meters)        1.89  (feet) ADJUSTED
 AD6233  ______________________________________________________________________
 AD6233  GEOID HEIGHT    -        -27.369 (meters)                     GEOID18
 AD6233  DYNAMIC HEIGHT  -          0.574 (meters)        1.88  (feet) COMP
 AD6233  MODELED GRAVITY -    979,095.6   (mgal)                       NAVD 88
 AD6233
 AD6233  VERT ORDER      -  SECOND    CLASS I
 AD6233
 AD6233.The horizontal coordinates were scaled from a map and have
 AD6233.an estimated accuracy of +/- 6 seconds.
 AD6233
 AD6233.The orthometric height was determined by differential leveling and
 AD6233.adjusted by the NATIONAL GEODETIC SURVEY
 AD6233.in June 1991.
 AD6233
 AD6233.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6233.GEOID18 height accuracy estimate available here.
 AD6233
 AD6233.This Tidal Bench Mark is designated as VM 5513
 AD6233.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6233
 AD6233.Click photographs - Photos may exist for this station.
 AD6233
 AD6233.The dynamic height is computed by dividing the NAVD 88
 AD6233.geopotential number by the normal gravity value computed on the
 AD6233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6233.degrees latitude (g = 980.6199 gals.).
 AD6233
 AD6233.The modeled gravity was interpolated from observed gravity values.
 AD6233
 AD6233;                    North         East    Units  Estimated Accuracy
 AD6233;SPC FL E     -   292,350.      286,840.      MT  (+/- 180 meters Scaled)
 AD6233
 AD6233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK868833(NAD 83)
 AD6233
 AD6233                          SUPERSEDED SURVEY CONTROL
 AD6233
 AD6233  NGVD 29 (09/01/92)    1.033  (m)            3.39   (f) ADJUSTED    2 1
 AD6233
 AD6233.Superseded values are not recommended for survey control.
 AD6233
 AD6233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6233.See file dsdata.pdf to determine how the superseded data were derived.
 AD6233
 AD6233_MARKER: DB = BENCH MARK DISK
 AD6233_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6233_SP_SET: SEAWALL
 AD6233_STAMPING: NO 3 1972
 AD6233_MARK LOGO: CGS
 AD6233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6233+STABILITY: SURFACE MOTION
 AD6233
 AD6233  HISTORY     - Date     Condition        Report By
 AD6233  HISTORY     - 1972     MONUMENTED       NOS
 AD6233  HISTORY     - 1980     GOOD             FLDNR
 AD6233  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD6233  HISTORY     - 19890819 MARK NOT FOUND   USPSQD
 AD6233  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6233  HISTORY     - 20060118 MARK NOT FOUND   FLDEP
 AD6233
 AD6233                          STATION DESCRIPTION
 AD6233
 AD6233'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6233'2.3 MI WNW FROM TEQUESTA.
 AD6233'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. 1 IN TEQUESTA,
 AD6233'PROCEED 1.6 MILES WEST ON TEQUESTA DRIVE TO THE JUNCTION WITH COUNTRY
 AD6233'CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE JUNCTION
 AD6233'WITH NORTH PLACE (NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB COMMUNITY),
 AD6233'GO SOUTH 0.05 MILE ON NORTH PLACE TO THE JUNCTION WITH FAIRWAY NORTH,
 AD6233'GO WEST 0.3 MILE ON FAIRWAY NORTH TO RIVER ROAD, GO NORTHWEST 0.3 MILE
 AD6233'ON RIVER ROAD TO ITS END, AND THE CRAWFORD RESIDENCE AT 347 RIVER
 AD6233'ROAD, AND THE MARK.  THE MARK BEARS 61.4 FEET WEST-NORTHWEST OF THE
 AD6233'NORTHWEST CORNER OF THE GUEST HOUSE.
 AD6233
 AD6233                          STATION RECOVERY (1989)
 AD6233
 AD6233'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD6233'MARK NOT FOUND.
 AD6233
 AD6233                          STATION RECOVERY (1989)
 AD6233
 AD6233'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6233'MARK NOT FOUND.
 AD6233
 AD6233                          STATION RECOVERY (2005)
 AD6233
 AD6233'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6233'MARK NOT FOUND
 AD6233
 AD6233                          STATION RECOVERY (2006)
 AD6233
 AD6233'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6233'THE AREA WAS SEARCHED AND THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6232 ***********************************************************************
 AD6232  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6232  DESIGNATION -  872 2481 TIDAL 4
 AD6232  PID         -  AD6232
 AD6232  STATE/COUNTY-  FL/PALM BEACH
 AD6232  COUNTRY     -  US
 AD6232  USGS QUAD   -  ROOD (2018)
 AD6232
 AD6232                         *CURRENT SURVEY CONTROL
 AD6232  ______________________________________________________________________
 AD6232* NAD 83(1986) POSITION- 26 58 11.     (N) 080 07 31.     (W)   SCALED
 AD6232* NAVD 88 ORTHO HEIGHT -     0.596 (meters)        1.96  (feet) ADJUSTED
 AD6232  ______________________________________________________________________
 AD6232  GEOID HEIGHT    -        -27.369 (meters)                     GEOID18
 AD6232  DYNAMIC HEIGHT  -          0.595 (meters)        1.95  (feet) COMP
 AD6232  MODELED GRAVITY -    979,095.6   (mgal)                       NAVD 88
 AD6232
 AD6232  VERT ORDER      -  SECOND    CLASS I
 AD6232
 AD6232.The horizontal coordinates were scaled from a map and have
 AD6232.an estimated accuracy of +/- 6 seconds.
 AD6232
 AD6232.The orthometric height was determined by differential leveling and
 AD6232.adjusted by the NATIONAL GEODETIC SURVEY
 AD6232.in September 1996.
 AD6232
 AD6232.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6232.GEOID18 height accuracy estimate available here.
 AD6232
 AD6232.This Tidal Bench Mark is designated as VM 5514
 AD6232.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6232
 AD6232.Click photographs - Photos may exist for this station.
 AD6232
 AD6232.The dynamic height is computed by dividing the NAVD 88
 AD6232.geopotential number by the normal gravity value computed on the
 AD6232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6232.degrees latitude (g = 980.6199 gals.).
 AD6232
 AD6232.The modeled gravity was interpolated from observed gravity values.
 AD6232
 AD6232;                    North         East    Units  Estimated Accuracy
 AD6232;SPC FL E     -   292,350.      286,840.      MT  (+/- 180 meters Scaled)
 AD6232
 AD6232_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK868833(NAD 83)
 AD6232
 AD6232                          SUPERSEDED SURVEY CONTROL
 AD6232
 AD6232  NAVD 88 (06/15/91)    0.599  (m)            1.97   (f) SUPERSEDED  2 1
 AD6232  NGVD 29 (09/01/92)    1.056  (m)            3.46   (f) ADJUSTED    2 1
 AD6232
 AD6232.Superseded values are not recommended for survey control.
 AD6232
 AD6232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6232.See file dsdata.pdf to determine how the superseded data were derived.
 AD6232
 AD6232_MARKER: DB = BENCH MARK DISK
 AD6232_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6232_SP_SET: SEAWALL
 AD6232_STAMPING: NO 4 1972
 AD6232_MARK LOGO: CGS
 AD6232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6232+STABILITY: SURFACE MOTION
 AD6232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6232+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 AD6232
 AD6232  HISTORY     - Date     Condition        Report By
 AD6232  HISTORY     - 1972     MONUMENTED       NOS
 AD6232  HISTORY     - 1980     GOOD             FLDNR
 AD6232  HISTORY     - 1986     GOOD             FLDNR
 AD6232  HISTORY     - 1989     GOOD             USPSQD
 AD6232  HISTORY     - 19890819 GOOD             USPSQD
 AD6232  HISTORY     - 19950115 GOOD             USPSQD
 AD6232  HISTORY     - 19950307 GOOD             USPSQD
 AD6232  HISTORY     - 20020819 GOOD             USPSQD
 AD6232  HISTORY     - 20030909 GOOD             USPSQD
 AD6232  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6232  HISTORY     - 20060118 MARK NOT FOUND   FLDEP
 AD6232
 AD6232                          STATION DESCRIPTION
 AD6232
 AD6232'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6232'2.3 MI WNW FROM TEQUESTA.
 AD6232'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. 1 IN TEQUESTA,
 AD6232'PROCEED 1.6 MILES WEST ON TEQUESTA DRIVE TO THE JUNCTION WITH COUNTRY
 AD6232'CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE JUNCTION
 AD6232'WITH NORTH PLACE (NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB COMMUNITY),
 AD6232'GO SOUTH 0.05 MILE ON NORTH PLACE TO THE JUNCTION WITH FAIRWAY NORTH,
 AD6232'GO WEST 0.3 MILE ON FAIRWAY NORTH TO RIVER ROAD, GO NORTHWEST 0.3 MILE
 AD6232'ON RIVER ROAD TO ITS END, AND THE CRAWFORD RESIDENCE AT 347 RIVER
 AD6232'ROAD, AND THE MARK.  THE MARK BEARS 89 FEET NORTHWEST OF THE NORTHWEST
 AD6232'CORNER OF THE GUEST HOUSE.
 AD6232
 AD6232                          STATION RECOVERY (1986)
 AD6232
 AD6232'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6232'RECOVERED IN GOOD CONDITION.
 AD6232
 AD6232                          STATION RECOVERY (1989)
 AD6232
 AD6232'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD6232'RECOVERED IN GOOD CONDITION.
 AD6232
 AD6232                          STATION RECOVERY (1989)
 AD6232
 AD6232'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6232'RECOVERED IN GOOD CONDITION.
 AD6232
 AD6232                          STATION RECOVERY (1995)
 AD6232
 AD6232'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6232'RECOVERED IN GOOD CONDITION.
 AD6232
 AD6232                          STATION RECOVERY (1995)
 AD6232
 AD6232'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6232'RECOVERED IN GOOD CONDITION.
 AD6232
 AD6232                          STATION RECOVERY (2002)
 AD6232
 AD6232'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6232'RECOVERED IN GOOD CONDITION.
 AD6232
 AD6232                          STATION RECOVERY (2003)
 AD6232
 AD6232'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6232'RECOVERED IN GOOD CONDITION.
 AD6232
 AD6232                          STATION RECOVERY (2005)
 AD6232
 AD6232'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6232'MARK NOT FOUND   OLD SEAWALL HAS BEEN REMOVED.
 AD6232
 AD6232                          STATION RECOVERY (2006)
 AD6232
 AD6232'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6232'THE AREA WAS SEARCHED AND THE MARK WAS NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6231 ***********************************************************************
 AD6231  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6231  DESIGNATION -  872 2481 TIDAL 5
 AD6231  PID         -  AD6231
 AD6231  STATE/COUNTY-  FL/PALM BEACH
 AD6231  COUNTRY     -  US
 AD6231  USGS QUAD   -  ROOD (2018)
 AD6231
 AD6231                         *CURRENT SURVEY CONTROL
 AD6231  ______________________________________________________________________
 AD6231* NAD 83(1986) POSITION- 26 58 11.     (N) 080 07 31.     (W)   SCALED
 AD6231* NAVD 88 ORTHO HEIGHT -     0.512 (meters)        1.68  (feet) ADJUSTED
 AD6231  ______________________________________________________________________
 AD6231  GEOID HEIGHT    -        -27.369 (meters)                     GEOID18
 AD6231  DYNAMIC HEIGHT  -          0.511 (meters)        1.68  (feet) COMP
 AD6231  MODELED GRAVITY -    979,095.6   (mgal)                       NAVD 88
 AD6231
 AD6231  VERT ORDER      -  SECOND    CLASS I
 AD6231
 AD6231.The horizontal coordinates were scaled from a map and have
 AD6231.an estimated accuracy of +/- 6 seconds.
 AD6231
 AD6231.The orthometric height was determined by differential leveling and
 AD6231.adjusted by the NATIONAL GEODETIC SURVEY
 AD6231.in June 2009.
 AD6231
 AD6231.No vertical observational check was made to the station.
 AD6231
 AD6231.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6231.GEOID18 height accuracy estimate available here.
 AD6231
 AD6231.This Tidal Bench Mark is designated as VM 5515
 AD6231.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6231
 AD6231.Click photographs - Photos may exist for this station.
 AD6231
 AD6231.The dynamic height is computed by dividing the NAVD 88
 AD6231.geopotential number by the normal gravity value computed on the
 AD6231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6231.degrees latitude (g = 980.6199 gals.).
 AD6231
 AD6231.The modeled gravity was interpolated from observed gravity values.
 AD6231
 AD6231;                    North         East    Units  Estimated Accuracy
 AD6231;SPC FL E     -   292,350.      286,840.      MT  (+/- 180 meters Scaled)
 AD6231
 AD6231_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK868833(NAD 83)
 AD6231
 AD6231                          SUPERSEDED SURVEY CONTROL
 AD6231
 AD6231  NAVD 88 (09/06/96)    0.590  (m)            1.94   (f) SUPERSEDED  2 1
 AD6231  NAVD 88 (06/15/91)    0.596  (m)            1.96   (f) SUPERSEDED  2 1
 AD6231  NGVD 29 (09/01/92)    1.052  (m)            3.45   (f) ADJUSTED    2 1
 AD6231
 AD6231.Superseded values are not recommended for survey control.
 AD6231
 AD6231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6231.See file dsdata.pdf to determine how the superseded data were derived.
 AD6231
 AD6231_MARKER: DB = BENCH MARK DISK
 AD6231_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6231_SP_SET: SEAWALL
 AD6231_STAMPING: NO 5 1972
 AD6231_MARK LOGO: CGS
 AD6231_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6231+STABILITY: SURFACE MOTION
 AD6231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6231+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2006
 AD6231
 AD6231  HISTORY     - Date     Condition        Report By
 AD6231  HISTORY     - 1972     MONUMENTED       NOS
 AD6231  HISTORY     - 1980     GOOD             FLDNR
 AD6231  HISTORY     - 1986     GOOD             FLDNR
 AD6231  HISTORY     - 1989     GOOD             USPSQD
 AD6231  HISTORY     - 19890819 GOOD             USPSQD
 AD6231  HISTORY     - 19950115 GOOD             USPSQD
 AD6231  HISTORY     - 19950307 GOOD             USPSQD
 AD6231  HISTORY     - 20020819 GOOD             USPSQD
 AD6231  HISTORY     - 20030909 GOOD             USPSQD
 AD6231  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6231  HISTORY     - 20060118 GOOD             FLDEP
 AD6231  HISTORY     - 20250421 MARK NOT FOUND   GEOCAC
 AD6231
 AD6231                          STATION DESCRIPTION
 AD6231
 AD6231'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6231'2.3 MI WNW FROM TEQUESTA.
 AD6231'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. 1 IN TEQUESTA,
 AD6231'PROCEED 1.6 MILES WEST ON TEQUESTA DRIVE TO THE JUNCTION WITH COUNTRY
 AD6231'CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE JUNCTION
 AD6231'WITH NORTH PLACE (NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB COMMUNITY),
 AD6231'GO SOUTH 0.05 MILE ON NORTH PLACE TO THE JUNCTION WITH FAIRWAY NORTH,
 AD6231'GO WEST 0.3 MILE ON FAIRWAY NORTH TO RIVER ROAD, GO NORTHWEST 0.3 MILE
 AD6231'ON RIVER ROAD TO ITS END, AND THE CRAWFORD RESIDENCE AT 347 RIVER
 AD6231'ROAD, AND THE MARK.  THE MARK BEARS 33.4 FEET SOUTH OF THE NORTH END
 AD6231'OF THE SEAWALL, AND 17 FEET SOUTH OF THE CENTER END OF A WOOD FINGER
 AD6231'PIER.
 AD6231
 AD6231                          STATION RECOVERY (1986)
 AD6231
 AD6231'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6231'RECOVERED IN GOOD CONDITION.
 AD6231
 AD6231                          STATION RECOVERY (1989)
 AD6231
 AD6231'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD6231'RECOVERED IN GOOD CONDITION.
 AD6231
 AD6231                          STATION RECOVERY (1989)
 AD6231
 AD6231'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6231'RECOVERED IN GOOD CONDITION.
 AD6231
 AD6231                          STATION RECOVERY (1995)
 AD6231
 AD6231'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6231'RECOVERED IN GOOD CONDITION.
 AD6231
 AD6231                          STATION RECOVERY (1995)
 AD6231
 AD6231'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6231'RECOVERED IN GOOD CONDITION.
 AD6231
 AD6231                          STATION RECOVERY (2002)
 AD6231
 AD6231'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6231'RECOVERED IN GOOD CONDITION.
 AD6231
 AD6231                          STATION RECOVERY (2003)
 AD6231
 AD6231'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6231'RECOVERED IN GOOD CONDITION.
 AD6231
 AD6231                          STATION RECOVERY (2005)
 AD6231
 AD6231'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6231'MARK NOT FOUND   OLD SEAWALL HAS BEEN REMOVED.
 AD6231
 AD6231                          STATION RECOVERY (2006)
 AD6231
 AD6231'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6231'THE MARK IS ABOUT 2.3 MI (3.7 KM) NORTHWEST OF TEQUESTA, IN SECTION
 AD6231'26, TOWNSHIP 40 SOUTH, RANGE 42 EAST.
 AD6231'
 AD6231'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA
 AD6231'DRIVE IN TEQUESTA, GO WEST ON TEQUESTA DRIVE FOR 1.6 MI (2.6 KM) TO
 AD6231'THE JUNCTION OF COUNTRY CLUB ROAD ON THE RIGHT, TURN RIGHT ON COUNTRY
 AD6231'CLUB ROAD AND GO NORTH THEN WEST FOR 1.1 MI (1.8 KM) TO THE
 AD6231'INTERSECTION OF NORTH PLACE, TURN LEFT ON NORTH PLACE AND GO SOUTH FOR
 AD6231'0.05 MI (0.1 KM) TO THE JUNCTION OF FAIRWAY NORTH, TURN RIGHT ON
 AD6231'FAIRWAY NORTH AND GO WEST 0.3 MI (0.5 KM) TO THE T-JUNCTION OF RIVER
 AD6231'DRIVE, TURN RIGHT ON RIVER DRIVE AND GO NORTHWESTERLY FOR 0.3 MI (0.5
 AD6231'KM) TO THE ROADS END AND THE RESIDENCE AT 352 RIVER DRIVE, NOW BY
 AD6231'WALKING GO WESTERLY FOR ABOUT 200.0 FT (61.0 M) THROUGH THE BACKYARD
 AD6231'TO THE CONCRETE SEAWALL AND THE MARK, A CGS BENCH MARK DISK SET FLUSH
 AD6231'IN THE TOP OF THE SEAWALL.
 AD6231'
 AD6231'LOCATED 114.8 FT (35.0 M) NORTH-NORTHEAST OF A FLDEP SURVEY MARK 2481
 AD6231'N 2006, 33.4 FT (10.2 M) SOUTH OF THE NORTH END OF THE SEAWALL AND
 AD6231'17.0 FT (5.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE WOODEN BOAT
 AD6231'DOCK.
 AD6231
 AD6231                          STATION RECOVERY (2025)
 AD6231
 AD6231'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD6231'MARK NOT FOUND.  SEAWALL REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6230 ***********************************************************************
 AD6230  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6230  DESIGNATION -  872 2482 D TIDAL
 AD6230  PID         -  AD6230
 AD6230  STATE/COUNTY-  FL/PALM BEACH
 AD6230  COUNTRY     -  US
 AD6230  USGS QUAD   -  JUPITER (2018)
 AD6230
 AD6230                         *CURRENT SURVEY CONTROL
 AD6230  ______________________________________________________________________
 AD6230* NAD 83(1986) POSITION- 26 57 57.2    (N) 080 07 06.8    (W)   HD_HELD2
 AD6230* NAVD 88 ORTHO HEIGHT -     2.812 (meters)        9.23  (feet) ADJUSTED
 AD6230  ______________________________________________________________________
 AD6230  GEOID HEIGHT    -        -27.382 (meters)                     GEOID18
 AD6230  DYNAMIC HEIGHT  -          2.808 (meters)        9.21  (feet) COMP
 AD6230  MODELED GRAVITY -    979,095.0   (mgal)                       NAVD 88
 AD6230
 AD6230  VERT ORDER      -  SECOND    CLASS I
 AD6230
 AD6230.The horizontal coordinates were established by autonomous hand held GPS
 AD6230.observations and have an estimated accuracy of +/- 10 meters.
 AD6230
 AD6230.The orthometric height was determined by differential leveling and
 AD6230.adjusted by the NATIONAL GEODETIC SURVEY
 AD6230.in June 1991.
 AD6230
 AD6230.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6230.GEOID18 height accuracy estimate available here.
 AD6230
 AD6230.This Tidal Bench Mark is designated as VM 10750
 AD6230.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6230
 AD6230.Click photographs - Photos may exist for this station.
 AD6230
 AD6230.The dynamic height is computed by dividing the NAVD 88
 AD6230.geopotential number by the normal gravity value computed on the
 AD6230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6230.degrees latitude (g = 980.6199 gals.).
 AD6230
 AD6230.The modeled gravity was interpolated from observed gravity values.
 AD6230
 AD6230;                    North         East    Units  Estimated Accuracy
 AD6230;SPC FL E     -   291,930.      287,511.      MT  (+/- 10 meters HH2 GPS)
 AD6230
 AD6230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8748182962(NAD 83)
 AD6230
 AD6230                          SUPERSEDED SURVEY CONTROL
 AD6230
 AD6230  NGVD 29 (09/01/92)    3.271  (m)           10.73   (f) ADJUSTED    2 1
 AD6230
 AD6230.Superseded values are not recommended for survey control.
 AD6230
 AD6230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6230.See file dsdata.pdf to determine how the superseded data were derived.
 AD6230
 AD6230_MARKER: DD = SURVEY DISK
 AD6230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6230_STAMPING: 2482 D 1981 BSM
 AD6230_MARK LOGO: FLDNR
 AD6230_PROJECTION: RECESSED 5 CENTIMETERS
 AD6230_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6230+STABILITY: SURFACE MOTION
 AD6230_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6230+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2025
 AD6230
 AD6230  HISTORY     - Date     Condition        Report By
 AD6230  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6230  HISTORY     - 1986     GOOD             FLDNR
 AD6230  HISTORY     - 19890815 GOOD             USPSQD
 AD6230  HISTORY     - 19950114 GOOD             USPSQD
 AD6230  HISTORY     - 20020819 GOOD             USPSQD
 AD6230  HISTORY     - 20030909 GOOD             USPSQD
 AD6230  HISTORY     - 20060119 GOOD             FLDEP
 AD6230  HISTORY     - 20250421 GOOD             GEOCAC
 AD6230
 AD6230                          STATION DESCRIPTION
 AD6230
 AD6230'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6230'1.7 MI WNW FROM TEQUESTA.
 AD6230'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1, GO 1.6
 AD6230'MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF COUNTRY CLUB ROAD,
 AD6230'GO 1.1 MILES NORTH AND WEST ON COUNTRY CLUB ROAD TO THE JUNCTION OF
 AD6230'NORTH PLACE (NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB COMMUNITY), GO
 AD6230'SOUTH 0.05 MILE ON NORTH PLACE TO ITS JUNCTION WITH FAIRWAY NORTH, GO
 AD6230'WEST 0.3 MILE ON FAIRWAY NORTH TO ITS JUNCTION WITH RIVER ROAD, GO
 AD6230'SOUTH 0.3 MILE ON RIVER ROAD TO THE MARK LOCATION.  THE MARK BEARS
 AD6230'32.0 FEET SOUTHWEST OF THE CENTERLINE OF RIVER DRIVE, 19.5 FEET
 AD6230'SOUTHWEST OF THE MAILBOX AT 227 RIVER DRIVE, 26.4 FEET SOUTHEAST OF
 AD6230'THE CENTER OF A CONCRETE WALK IN A SMALL PARK, 7.0 FEET
 AD6230'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PARKING AREA FOR THE
 AD6230'PARK, 2 FEET NORTH-NORTHWEST OF THE NORTHEAST EDGE OF A 5-FOOT HIGH
 AD6230'HEDGE, 52.0 FEET WEST OF THE INTERSECTION OF VIEW PLACE AND RIVER
 AD6230'ROAD, AND 1.1 FEET NORTH-NORTHWEST OF A WITNESS POST.
 AD6230
 AD6230                          STATION RECOVERY (1986)
 AD6230
 AD6230'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6230'RECOVERED IN GOOD CONDITION.
 AD6230
 AD6230                          STATION RECOVERY (1989)
 AD6230
 AD6230'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6230'RECOVERED IN GOOD CONDITION.
 AD6230
 AD6230                          STATION RECOVERY (1995)
 AD6230
 AD6230'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6230'RECOVERED IN GOOD CONDITION.
 AD6230
 AD6230                          STATION RECOVERY (2002)
 AD6230
 AD6230'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6230'STAMPING ON MARK IS 2482 E NOT 2482 D. 5-FOOT HIGH HEDGE GONE. MARK IS
 AD6230'16.4 FEET (NOT 26.4 FEET) SOUTHEAST OF CENTER OF CONCRETE WALK.
 AD6230
 AD6230                          STATION RECOVERY (2003)
 AD6230
 AD6230'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6230'RECOVERED IN GOOD CONDITION.
 AD6230
 AD6230                          STATION RECOVERY (2006)
 AD6230
 AD6230'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6230'RECOVERED AS DESCRIBED.
 AD6230
 AD6230                          STATION RECOVERY (2025)
 AD6230
 AD6230'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD6230'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH OF GOMEZ, 5.0 MI
 AD6230'(8.0 KM) EAST-NORTHEAST OF ROOD AND 2.7 MI (4.3 KM) NORTHWEST OF
 AD6230'JUPITER.
 AD6230'
 AD6230'TO REACH FROM THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1,
 AD6230'GO 1.6 MI (2.6 KM) WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF
 AD6230'COUNTRY CLUB ROAD AND TURN RIGHT.  GO 1.1 MI (1.8 KM) NORTH AND WEST
 AD6230'ON COUNTRY CLUB ROAD TO THE JUNCTION OF NORTH PLACE AND TURN LEFT. GO
 AD6230'SOUTH 0.05 MI (0.08 KM) ON NORTH PLACE TO ITS JUNCTION WITH FAIRWAY
 AD6230'NORTH AND TURN RIGHT.  GO WEST 0.3 MI (0.5 KM) ON FAIRWAY NORTH TO ITS
 AD6230'JUNCTION WITH RIVER ROAD AND TURN LEFT. GO SOUTH 0.3 MI (0.5 KM) ON
 AD6230'RIVER ROAD TO THE MARK ON THE RIGHT IN A SMALL PARK.
 AD6230'
 AD6230'THE MARK IS 133.0 FT (40.5 M) FEET SOUTHWEST OF THE CENTERLINE OF
 AD6230'RIVER ROAD, 27.6 FT (8.4 M) SOUTHEAST OF THE CENTERLINE OF A CONCRETE
 AD6230'WALK IN A SMALL PARK, 17.2 FT (5.2 M) SOUTHEAST OF THE SOUTHEAST END
 AD6230'OF A PARK BENCH, 1.6 FT (0.5 M) NORTH-NORTHWEST OF THE NORTHWEST EDGE
 AD6230'OF A 5-FOOT HIGH WOOD BOARD FENCE AND 1.1 FT (0.3 M) NORTH-NORTHWEST
 AD6230'OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6229 ***********************************************************************
 AD6229  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6229  DESIGNATION -  872 2482 E TIDAL
 AD6229  PID         -  AD6229
 AD6229  STATE/COUNTY-  FL/PALM BEACH
 AD6229  COUNTRY     -  US
 AD6229  USGS QUAD   -  JUPITER (2018)
 AD6229
 AD6229                         *CURRENT SURVEY CONTROL
 AD6229  ______________________________________________________________________
 AD6229* NAD 83(1986) POSITION- 26 57 57.9    (N) 080 07 05.8    (W)   HD_HELD2
 AD6229* NAVD 88 ORTHO HEIGHT -     2.334 (meters)        7.66  (feet) ADJUSTED
 AD6229  ______________________________________________________________________
 AD6229  GEOID HEIGHT    -        -27.384 (meters)                     GEOID18
 AD6229  DYNAMIC HEIGHT  -          2.331 (meters)        7.65  (feet) COMP
 AD6229  MODELED GRAVITY -    979,095.1   (mgal)                       NAVD 88
 AD6229
 AD6229  VERT ORDER      -  SECOND    CLASS I
 AD6229
 AD6229.The horizontal coordinates were established by autonomous hand held GPS
 AD6229.observations and have an estimated accuracy of +/- 10 meters.
 AD6229
 AD6229.The orthometric height was determined by differential leveling and
 AD6229.adjusted by the NATIONAL GEODETIC SURVEY
 AD6229.in June 1991.
 AD6229
 AD6229.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6229.GEOID18 height accuracy estimate available here.
 AD6229
 AD6229.This Tidal Bench Mark is designated as VM 10751
 AD6229.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6229
 AD6229.Click photographs - Photos may exist for this station.
 AD6229
 AD6229.The dynamic height is computed by dividing the NAVD 88
 AD6229.geopotential number by the normal gravity value computed on the
 AD6229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6229.degrees latitude (g = 980.6199 gals.).
 AD6229
 AD6229.The modeled gravity was interpolated from observed gravity values.
 AD6229
 AD6229;                    North         East    Units  Estimated Accuracy
 AD6229;SPC FL E     -   291,952.      287,538.      MT  (+/- 10 meters HH2 GPS)
 AD6229
 AD6229_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8750882984(NAD 83)
 AD6229
 AD6229                          SUPERSEDED SURVEY CONTROL
 AD6229
 AD6229  NGVD 29 (09/01/92)    2.794  (m)            9.17   (f) ADJUSTED    2 1
 AD6229
 AD6229.Superseded values are not recommended for survey control.
 AD6229
 AD6229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6229.See file dsdata.pdf to determine how the superseded data were derived.
 AD6229
 AD6229_MARKER: DD = SURVEY DISK
 AD6229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6229_STAMPING: 2482 E 1981 BSM
 AD6229_MARK LOGO: FLDNR
 AD6229_PROJECTION: RECESSED 20 CENTIMETERS
 AD6229_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6229+STABILITY: SURFACE MOTION
 AD6229_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6229+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2025
 AD6229
 AD6229  HISTORY     - Date     Condition        Report By
 AD6229  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6229  HISTORY     - 1986     GOOD             FLDNR
 AD6229  HISTORY     - 19890815 GOOD             USPSQD
 AD6229  HISTORY     - 19950114 GOOD             USPSQD
 AD6229  HISTORY     - 19950307 MARK NOT FOUND   USPSQD
 AD6229  HISTORY     - 20020819 GOOD             USPSQD
 AD6229  HISTORY     - 20030909 GOOD             USPSQD
 AD6229  HISTORY     - 20060119 GOOD             FLDEP
 AD6229  HISTORY     - 20250421 GOOD             GEOCAC
 AD6229
 AD6229                          STATION DESCRIPTION
 AD6229
 AD6229'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6229'1.7 MI WNW FROM TEQUESTA.
 AD6229'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1, GO 1.6
 AD6229'MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF COUNTRY CLUB ROAD,
 AD6229'GO 1.1 MILES NORTH AND WEST ON COUNTRY CLUB ROAD TO THE JUNCTION OF
 AD6229'NORTH PLACE (NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB COMMUNITY), GO
 AD6229'SOUTH 0.05 MILE ON NORTH PLACE TO ITS JUNCTION WITH FAIRWAY NORTH, GO
 AD6229'WEST 0.3 MILE ON FAIRWAY NORTH TO ITS JUNCTION WITH RIVER ROAD, GO
 AD6229'SOUTH 0.3 MILE ON RIVER ROAD TO THE MARK LOCATION.  THE MARK BEARS
 AD6229'133.0 FEET SOUTHWEST OF THE CENTERLINE OF RIVER ROAD, 27.6 FEET
 AD6229'SOUTHEAST OF THE CENTERLINE OF A CONCRETE WALK IN A SMALL PARK, 17.2
 AD6229'FEET SOUTHEAST OF THE SOUTHEAST END OF A PARK BENCH, 1.6 FEET
 AD6229'NORTH-NORTHWEST OF THE NORTHWEST EDGE OF A 5-FOOT HIGH HEDGE, AND 1.1
 AD6229'FEET NORTH-NORTHWEST OF A WITNESS POST.
 AD6229
 AD6229                          STATION RECOVERY (1986)
 AD6229
 AD6229'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6229'RECOVERED IN GOOD CONDITION.
 AD6229
 AD6229                          STATION RECOVERY (1989)
 AD6229
 AD6229'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6229'RECOVERED IN GOOD CONDITION.
 AD6229
 AD6229                          STATION RECOVERY (1995)
 AD6229
 AD6229'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6229'RECOVERED IN GOOD CONDITION.
 AD6229
 AD6229                          STATION RECOVERY (1995)
 AD6229
 AD6229'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6229'MARK NOT FOUND.
 AD6229
 AD6229                          STATION RECOVERY (2002)
 AD6229
 AD6229'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6229'STAMPING ON MARK IS 2482 D NOT 2482 E.
 AD6229
 AD6229                          STATION RECOVERY (2003)
 AD6229
 AD6229'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6229'HEDGE REMOVED. MARK IS 3.7 FEET NNW OF FOUR FOOT HIGH GREEN CHAIN LINK
 AD6229'FENSE.
 AD6229
 AD6229                          STATION RECOVERY (2006)
 AD6229
 AD6229'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6229'RECOVERED AS DESCRIBED.
 AD6229
 AD6229                          STATION RECOVERY (2025)
 AD6229
 AD6229'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD6229'THE MARK IS LOCATED ABOUT 8.3 MI (13.4 KM) SOUTH OF GOMEZ, 5.0 MI (8.0
 AD6229'KM) EAST-NORTHEAST OF ROOD AND 2.7 MI (4.3 KM) NORTH-NORTHWEST OF
 AD6229'JUPITER.
 AD6229'
 AD6229'TO REACH FROM THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1,
 AD6229'GO 1.6 MI (2.6 KM) WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF
 AD6229'COUNTRY CLUB ROAD AND TURN RIGHT.  GO 1.1 MI (1.8 KM) NORTH AND WEST
 AD6229'ON COUNTRY CLUB ROAD TO THE JUNCTION OF NORTH PLACE AND TURN LEFT.  GO
 AD6229'SOUTH 0.05 MI (0.08 KM) ON NORTH PLACE TO ITS JUNCTION WITH FAIRWAY
 AD6229'NORTH AND TURN RIGHT.  GO WEST 0.3 MI (0.5 KM) ON FAIRWAY NORTH TO ITS
 AD6229'JUNCTION WITH RIVER ROAD AND TURN LEFT.  GO SOUTH 0.3 MI (0.5 KM) ON
 AD6229'RIVER ROAD TO THE MARK ON THE RIGHT.    THE MARK BEARS 32.0 FT (9.8 M)
 AD6229'SOUTHWEST OF THE CENTERLINE OF RIVER DRIVE, 26.4 FT (8.0 M) SOUTHEAST
 AD6229'OF THE CENTER OF A CONCRETE WALK IN A SMALL PARK, 7.0 FT (2.1 M)
 AD6229'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE PARKING AREA FOR THE
 AD6229'PARK, 2 FT (0.6 M) NORTH-NORTHWEST OF THE NORTHEAST EDGE OF A 5-FOOT
 AD6229'HIGH HEDGE AND 1.1 FT (0.3 M) NORTH-NORTHWEST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8084 ***********************************************************************
 AD8084  DESIGNATION -  872 2482 F TIDAL
 AD8084  PID         -  AD8084
 AD8084  STATE/COUNTY-  FL/PALM BEACH
 AD8084  COUNTRY     -  US
 AD8084  USGS QUAD   -  JUPITER (2018)
 AD8084
 AD8084                         *CURRENT SURVEY CONTROL
 AD8084  ______________________________________________________________________
 AD8084* NAD 83(1986) POSITION- 26 57 38.     (N) 080 07 04.     (W)   SCALED
 AD8084* NAVD 88 ORTHO HEIGHT -     1.579 (meters)        5.18  (feet) ADJUSTED
 AD8084  ______________________________________________________________________
 AD8084  GEOID HEIGHT    -        -27.363 (meters)                     GEOID18
 AD8084  DYNAMIC HEIGHT  -          1.576 (meters)        5.17  (feet) COMP
 AD8084  MODELED GRAVITY -    979,095.0   (mgal)                       NAVD 88
 AD8084
 AD8084  VERT ORDER      -  SECOND    CLASS I
 AD8084
 AD8084.The horizontal coordinates were scaled from a map and have
 AD8084.an estimated accuracy of +/- 6 seconds.
 AD8084
 AD8084.The orthometric height was determined by differential leveling and
 AD8084.adjusted by the NATIONAL GEODETIC SURVEY
 AD8084.in September 1996.
 AD8084
 AD8084.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8084.GEOID18 height accuracy estimate available here.
 AD8084
 AD8084.Click photographs - Photos may exist for this station.
 AD8084
 AD8084.The dynamic height is computed by dividing the NAVD 88
 AD8084.geopotential number by the normal gravity value computed on the
 AD8084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8084.degrees latitude (g = 980.6199 gals.).
 AD8084
 AD8084.The modeled gravity was interpolated from observed gravity values.
 AD8084
 AD8084;                    North         East    Units  Estimated Accuracy
 AD8084;SPC FL E     -   291,340.      287,590.      MT  (+/- 180 meters Scaled)
 AD8084
 AD8084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK875823(NAD 83)
 AD8084
 AD8084                          SUPERSEDED SURVEY CONTROL
 AD8084
 AD8084  NGVD 29 (09/01/92)    2.038  (m)            6.69   (f) ADJUSTED    2 1
 AD8084
 AD8084.Superseded values are not recommended for survey control.
 AD8084
 AD8084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8084.See file dsdata.pdf to determine how the superseded data were derived.
 AD8084
 AD8084_MARKER: DJ = TIDAL STATION DISK
 AD8084_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8084_SP_SET: BOX DRAIN
 AD8084_STAMPING: 2482 F 1986
 AD8084_MARK LOGO: NOS
 AD8084_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8084
 AD8084  HISTORY     - Date     Condition        Report By
 AD8084  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8084  HISTORY     - 19950114 GOOD             USPSQD
 AD8084  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 AD8084  HISTORY     - 20030909 MARK NOT FOUND   USPSQD
 AD8084  HISTORY     - 20060119 MARK NOT FOUND   FLDEP
 AD8084
 AD8084                          STATION DESCRIPTION
 AD8084
 AD8084'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8084'1.5 MI WNW FROM TEQUESTA.
 AD8084'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA DRIVE IN
 AD8084'TEQUESTA, GO 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF
 AD8084'COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE
 AD8084'JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB
 AD8084'COMMUNITY), GO 0.05 MILE SOUTH ON NORTH PLACE TO THE JUNCTION OF
 AD8084'FAIRWAY NORTH, GO 0.3 MILE WEST ALONG FAIRWAY NORTH TO THE JUNCTION
 AD8084'OF RIVER DRIVE, GO 0.55 MILE SOUTH ALONG RIVER DRIVE TO THE NORTH
 AD8084'JUNCTION OF RIVER DRIVE WITH POINT CIRCLE AND THE MARK.  THE MARK IS
 AD8084'SET BETWEEN THE RESIDENCE AT 142 RIVER DRIVE AND 150 RIVER DRIVE.
 AD8084'THE MARK IS SET IN THE SOUTHWEST CORNER OF A BOX DRAIN.  THE MARK
 AD8084'BEARS 12.3 FEET EAST-NORTHEAST OF THE CENTERLINE OF RIVER DRIVE.
 AD8084
 AD8084                          STATION RECOVERY (1995)
 AD8084
 AD8084'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8084'RECOVERED IN GOOD CONDITION.
 AD8084
 AD8084                          STATION RECOVERY (2002)
 AD8084
 AD8084'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8084'ALL BOX DRAINS ALONG RIVER ROAD REPLACED STARTING IN YR. 2000.
 AD8084
 AD8084                          STATION RECOVERY (2003)
 AD8084
 AD8084'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8084'MARK NOT FOUND.
 AD8084
 AD8084                          STATION RECOVERY (2006)
 AD8084
 AD8084'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD8084'THE AREA WAS SEARCHED AND THE MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8085 ***********************************************************************
 AD8085  DESIGNATION -  872 2482 G TIDAL
 AD8085  PID         -  AD8085
 AD8085  STATE/COUNTY-  FL/PALM BEACH
 AD8085  COUNTRY     -  US
 AD8085  USGS QUAD   -  JUPITER (2018)
 AD8085
 AD8085                         *CURRENT SURVEY CONTROL
 AD8085  ______________________________________________________________________
 AD8085* NAD 83(1986) POSITION- 26 57 39.     (N) 080 07 07.     (W)   SCALED
 AD8085* NAVD 88 ORTHO HEIGHT -     1.556 (meters)        5.11  (feet) ADJUSTED
 AD8085  ______________________________________________________________________
 AD8085  GEOID HEIGHT    -        -27.361 (meters)                     GEOID18
 AD8085  DYNAMIC HEIGHT  -          1.554 (meters)        5.10  (feet) COMP
 AD8085  MODELED GRAVITY -    979,095.1   (mgal)                       NAVD 88
 AD8085
 AD8085  VERT ORDER      -  SECOND    CLASS I
 AD8085
 AD8085.The horizontal coordinates were scaled from a map and have
 AD8085.an estimated accuracy of +/- 6 seconds.
 AD8085
 AD8085.The orthometric height was determined by differential leveling and
 AD8085.adjusted by the NATIONAL GEODETIC SURVEY
 AD8085.in September 1996.
 AD8085
 AD8085.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8085.GEOID18 height accuracy estimate available here.
 AD8085
 AD8085.Click photographs - Photos may exist for this station.
 AD8085
 AD8085.The dynamic height is computed by dividing the NAVD 88
 AD8085.geopotential number by the normal gravity value computed on the
 AD8085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8085.degrees latitude (g = 980.6199 gals.).
 AD8085
 AD8085.The modeled gravity was interpolated from observed gravity values.
 AD8085
 AD8085;                    North         East    Units  Estimated Accuracy
 AD8085;SPC FL E     -   291,370.      287,510.      MT  (+/- 180 meters Scaled)
 AD8085
 AD8085_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK874824(NAD 83)
 AD8085
 AD8085                          SUPERSEDED SURVEY CONTROL
 AD8085
 AD8085  NGVD 29 (09/01/92)    2.015  (m)            6.61   (f) ADJUSTED    2 1
 AD8085
 AD8085.Superseded values are not recommended for survey control.
 AD8085
 AD8085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8085.See file dsdata.pdf to determine how the superseded data were derived.
 AD8085
 AD8085_MARKER: DJ = TIDAL STATION DISK
 AD8085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8085_SP_SET: BOX DRAIN
 AD8085_STAMPING: 2482 G 1986
 AD8085_MARK LOGO: NOS
 AD8085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8085
 AD8085  HISTORY     - Date     Condition        Report By
 AD8085  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8085  HISTORY     - 19950114 GOOD             USPSQD
 AD8085  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 AD8085  HISTORY     - 20030909 MARK NOT FOUND   USPSQD
 AD8085  HISTORY     - 20060119 MARK NOT FOUND   FLDEP
 AD8085
 AD8085                          STATION DESCRIPTION
 AD8085
 AD8085'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8085'1.5 MI WNW FROM TEQUESTA.
 AD8085'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA DRIVE IN
 AD8085'TEQUESTA, GO 1.6 MILES WEST ALONG TEQUESTA DRIVE TO THE JUNCTION OF
 AD8085'COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB ROAD TO THE
 AD8085'JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA COUNTRY CLUB
 AD8085'COMMUNITY), GO 0.05 MILE SOUTH ON NORTH PLACE TO THE JUNCTION OF
 AD8085'FAIRWAY NORTH, GO 0.3 MILE WEST ALONG FAIRWAY NORTH TO THE JUNCTION
 AD8085'OF RIVER DRIVE, GO 0.55 MILE SOUTH ALONG RIVER DRIVE TO THE NORTH
 AD8085'JUNCTION OF RIVER DRIVE WITH POINT CIRCLE AND THE MARK.  THE MARK IS
 AD8085'SET BETWEEN THE RESIDENCE AT 163 RIVER DRIVE AND 155 POINT CIRCLE.
 AD8085'THE MARK IS SET IN THE SOUTHWEST CORNER OF A BOX DRAIN.  THE MARK
 AD8085'BEARS 18.3 FEET WEST NORTHWEST OF THE CENTERLINE OF POINT CIRCLE AND
 AD8085'173.3 FEET NORTHWEST OF TIDAL BENCH 2482 F 1986.
 AD8085
 AD8085                          STATION RECOVERY (1995)
 AD8085
 AD8085'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8085'RECOVERED IN GOOD CONDITION.
 AD8085
 AD8085                          STATION RECOVERY (2002)
 AD8085
 AD8085'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8085'ALL BOX DRAINS ALONG RIVER ROAD REPLACED STARTING IN YR. 2000.
 AD8085
 AD8085                          STATION RECOVERY (2003)
 AD8085
 AD8085'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8085'MARK NOT FOUND.
 AD8085
 AD8085                          STATION RECOVERY (2006)
 AD8085
 AD8085'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD8085'THE AREA WAS SEARCHED AND THE MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9526 ***********************************************************************
 DI9526  DESIGNATION -  872 2482 H TIDAL
 DI9526  PID         -  DI9526
 DI9526  STATE/COUNTY-  FL/PALM BEACH
 DI9526  COUNTRY     -  US
 DI9526  USGS QUAD   -  JUPITER (2018)
 DI9526
 DI9526                         *CURRENT SURVEY CONTROL
 DI9526  ______________________________________________________________________
 DI9526* NAD 83(1986) POSITION- 26 57 57.2    (N) 080 07 07.0    (W)   HD_HELD2
 DI9526* NAVD 88 ORTHO HEIGHT -     2.130 (meters)        6.99  (feet) ADJUSTED
 DI9526  ______________________________________________________________________
 DI9526  GEOID HEIGHT    -        -27.382 (meters)                     GEOID18
 DI9526  DYNAMIC HEIGHT  -          2.126 (meters)        6.98  (feet) COMP
 DI9526  MODELED GRAVITY -    979,094.9   (mgal)                       NAVD 88
 DI9526
 DI9526  VERT ORDER      -  SECOND    CLASS I
 DI9526
 DI9526.The horizontal coordinates were established by autonomous hand held GPS
 DI9526.observations and have an estimated accuracy of +/- 10 meters.
 DI9526
 DI9526.The orthometric height was determined by differential leveling and
 DI9526.adjusted by the NATIONAL GEODETIC SURVEY
 DI9526.in June 2009.
 DI9526
 DI9526.No vertical observational check was made to the station.
 DI9526
 DI9526.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9526.GEOID18 height accuracy estimate available here.
 DI9526
 DI9526.Click photographs - Photos may exist for this station.
 DI9526
 DI9526.The dynamic height is computed by dividing the NAVD 88
 DI9526.geopotential number by the normal gravity value computed on the
 DI9526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9526.degrees latitude (g = 980.6199 gals.).
 DI9526
 DI9526.The modeled gravity was interpolated from observed gravity values.
 DI9526
 DI9526;                    North         East    Units  Estimated Accuracy
 DI9526;SPC FL E     -   291,930.      287,505.      MT  (+/- 10 meters HH2 GPS)
 DI9526
 DI9526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8747582962(NAD 83)
 DI9526
 DI9526                          SUPERSEDED SURVEY CONTROL
 DI9526
 DI9526.No superseded survey control is available for this station.
 DI9526
 DI9526_MARKER: DD = SURVEY DISK
 DI9526_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI9526_SP_SET: SEAWALL
 DI9526_STAMPING: 2482 H 2006
 DI9526_MARK LOGO: FLDEP
 DI9526_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI9526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI9526+STABILITY: SURFACE MOTION
 DI9526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9526+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2025
 DI9526
 DI9526  HISTORY     - Date     Condition        Report By
 DI9526  HISTORY     - 20060121 MONUMENTED       FLDEP
 DI9526  HISTORY     - 20250421 GOOD             GEOCAC
 DI9526
 DI9526                          STATION DESCRIPTION
 DI9526
 DI9526'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DI9526'THE MARK IS IN THE TEQUESTA COUNTRY CLUB COMMUNITY ASSOCIATION NORTH
 DI9526'VIEW PARK, IN SECTION 26, TOWNSHIP 40 SOUTH, RANGE 42 EAST.
 DI9526'
 DI9526'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA
 DI9526'DRIVE IN TEQUESTA, GO WEST ON TEQUESTA DRIVE FOR 1.6 MI (2.6 KM) TO
 DI9526'THE JUNCTION OF COUNTRY CLUB ROAD ON THE RIGHT, TURN RIGHT ON COUNTRY
 DI9526'CLUB ROAD AND GO NORTH THEN WEST FOR 1.1 MI (1.8 KM) TO THE JUNCTION
 DI9526'OF NORTH PLACE ON THE LEFT, TURN LEFT ON NORTH PLACE AND GO SOUTH FOR
 DI9526'0.05 MI (0.1 KM) TO THE JUNCTION OF FAIRWAY NORTH ON THE RIGHT, TURN
 DI9526'RIGHT ON FAIRWAY NORTH AND GO WEST FOR 0.3 MI (0.5 KM) TO THE JUNCTION
 DI9526'OF RIVER DRIVE ON THE LEFT, TURN LEFT ON RIVER DRIVE AND GO SOUTH FOR
 DI9526'0.3 MI (0.5 KM) TO NORTH VIEW PARK ON THE RIGHT AND THE MARK, A FLDEP
 DI9526'SURVEY DISK SET FLUSH IN THE TOP OF A CONCRETE SEAWALL ON THE NORTH
 DI9526'BANK OF THE LOXAHATCHEE RIVER.
 DI9526'
 DI9526'LOCATED 154.0 FT (46.9 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DI9526'RIVER DRIVE, 123.0 FT (37.5 M) WEST OF THE FLDNR SURVEY MARK 2482 E
 DI9526'1981 BSM, 38.8 FT (11.8 M) SOUTHEAST OF THE NORTHWEST END OF THE
 DI9526'SEAWALL, 34.4 FT (10.5 M) WEST OF THE FLDNR SURVEY MARK 2482 D 1981
 DI9526'BSM, 32.2 FT (9.8 M) NORTHWEST OF THE SOUTHEAST END OF THE SEAWALL AND
 DI9526'19.7 FT (6.0 M) SOUTHWEST OF THE END OF (ON THE EXTENDED CENTERLINE)
 DI9526'OF A 4.0 FT (1.2 M) CONCRETE SIDEWALK BETWEEN TWO PARK BENCHES.
 DI9526
 DI9526                          STATION RECOVERY (2025)
 DI9526
 DI9526'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DI9526'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9525 ***********************************************************************
 DI9525  DESIGNATION -  872 2482 J TIDAL
 DI9525  PID         -  DI9525
 DI9525  STATE/COUNTY-  FL/PALM BEACH
 DI9525  COUNTRY     -  US
 DI9525  USGS QUAD   -  JUPITER (2018)
 DI9525
 DI9525                         *CURRENT SURVEY CONTROL
 DI9525  ______________________________________________________________________
 DI9525* NAD 83(1986) POSITION- 26 57 41.5    (N) 080 07 02.4    (W)   HD_HELD2
 DI9525* NAVD 88 ORTHO HEIGHT -     1.482 (meters)        4.86  (feet) ADJUSTED
 DI9525  ______________________________________________________________________
 DI9525  GEOID HEIGHT    -        -27.369 (meters)                     GEOID18
 DI9525  DYNAMIC HEIGHT  -          1.480 (meters)        4.86  (feet) COMP
 DI9525  MODELED GRAVITY -    979,094.9   (mgal)                       NAVD 88
 DI9525
 DI9525  VERT ORDER      -  SECOND    CLASS I
 DI9525
 DI9525.The horizontal coordinates were established by autonomous hand held GPS
 DI9525.observations and have an estimated accuracy of +/- 10 meters.
 DI9525
 DI9525.The orthometric height was determined by differential leveling and
 DI9525.adjusted by the NATIONAL GEODETIC SURVEY
 DI9525.in June 2009.
 DI9525
 DI9525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9525.GEOID18 height accuracy estimate available here.
 DI9525
 DI9525.Click photographs - Photos may exist for this station.
 DI9525
 DI9525.The dynamic height is computed by dividing the NAVD 88
 DI9525.geopotential number by the normal gravity value computed on the
 DI9525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9525.degrees latitude (g = 980.6199 gals.).
 DI9525
 DI9525.The modeled gravity was interpolated from observed gravity values.
 DI9525
 DI9525;                    North         East    Units  Estimated Accuracy
 DI9525;SPC FL E     -   291,448.      287,636.      MT  (+/- 10 meters HH2 GPS)
 DI9525
 DI9525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8760582480(NAD 83)
 DI9525
 DI9525                          SUPERSEDED SURVEY CONTROL
 DI9525
 DI9525.No superseded survey control is available for this station.
 DI9525
 DI9525_MARKER: DD = SURVEY DISK
 DI9525_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI9525_SP_SET: BOX DRAIN
 DI9525_STAMPING: 2482 J 2006
 DI9525_MARK LOGO: FLDEP
 DI9525_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI9525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI9525+STABILITY: SURFACE MOTION
 DI9525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9525+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2025
 DI9525
 DI9525  HISTORY     - Date     Condition        Report By
 DI9525  HISTORY     - 20060121 MONUMENTED       FLDEP
 DI9525  HISTORY     - 20250421 GOOD             GEOCAC
 DI9525
 DI9525                          STATION DESCRIPTION
 DI9525
 DI9525'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DI9525'THE MARK IS IN THE TEQUESTA COUNTRY CLUB COMMUNITY, IN SECTION 26,
 DI9525'TOWNSHIP 40 SOUTH, RANGE 42 EAST.
 DI9525'
 DI9525'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA
 DI9525'DRIVE IN  TEQUESTA, GO WEST ON TEQUESTA DRIVE FOR 1.6 MI (2.6 KM) TO
 DI9525'THE JUNCTION OF COUNTRY CLUB ROAD ON  THE RIGHT, TURN RIGHT ON COUNTRY
 DI9525'CLUB ROAD AND GO NORTH THEN WEST FOR 1.1 MI (1.8 KM) TO THE  JUNCTION
 DI9525'OF NORTH PLACE ON THE LEFT, TURN LEFT ON NORTH PLACE AND GO SOUTH FOR
 DI9525'0.05 MI (0.1 KM)  TO THE JUNCTION OF FAIRWAY NORTH ON THE RIGHT, TURN
 DI9525'RIGHT ON FAIRWAY NORTH AND GO  WEST FOR 0.3 MI (0.5 KM) TO THE
 DI9525'JUNCTION OF RIVER DRIVE ON THE LEFT, TURN LEFT ON RIVER DRIVE AND  GO
 DI9525'SOUTH FOR 0.55 MI (0.9 KM) TO THE NORTH JUNCTION OF POINT CIRCLE AND
 DI9525'THE MARK, A FLDEP SURVEY  DISK SET FLUSH IN THE TOP OF A CONCRETE BOX
 DI9525'DRAIN, ACROSS FROM THE PROPERTY LINE  BETWEEN 163 AND 155 POINT
 DI9525'CIRCLE, 0.3 FT (0.1 M) BELOW THE LEVEL OF POINT CIRCLE.
 DI9525'
 DI9525'LOCATED ABOUT 145.0 FT (44.2 M) NORTHWEST OF A FLDEP SURVEY MARK 2482
 DI9525'K 2006, 45.0 FT (13.7 M) WEST OF THE  APPROXIMATE CENTERLINE OF RIVER
 DI9525'DRIVE, 19.0 FT (5.8 M) NORTHWEST OF A PANEL BOX FOR UTILITIES  STATION
 DI9525'NUMBER 76, 13.0 FT (4.0 M) EAST OF THE APPROXIMATE CENTERLINE OF POINT
 DI9525'CIRCLE AND 4.4 FT (1.3 M)  NORTH OF A CARSONITE WITNESS POST.
 DI9525
 DI9525                          STATION RECOVERY (2025)
 DI9525
 DI9525'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DI9525'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DI9521 ***********************************************************************
 DI9521  DESIGNATION -  872 2482 K TIDAL
 DI9521  PID         -  DI9521
 DI9521  STATE/COUNTY-  FL/PALM BEACH
 DI9521  COUNTRY     -  US
 DI9521  USGS QUAD   -  JUPITER (2018)
 DI9521
 DI9521                         *CURRENT SURVEY CONTROL
 DI9521  ______________________________________________________________________
 DI9521* NAD 83(1986) POSITION- 26 57 40.2    (N) 080 07 01.5    (W)   HD_HELD2
 DI9521* NAVD 88 ORTHO HEIGHT -     1.540 (meters)        5.05  (feet) ADJUSTED
 DI9521  ______________________________________________________________________
 DI9521  GEOID HEIGHT    -        -27.369 (meters)                     GEOID18
 DI9521  DYNAMIC HEIGHT  -          1.537 (meters)        5.04  (feet) COMP
 DI9521  MODELED GRAVITY -    979,094.8   (mgal)                       NAVD 88
 DI9521
 DI9521  VERT ORDER      -  SECOND    CLASS I
 DI9521
 DI9521.The horizontal coordinates were established by autonomous hand held GPS
 DI9521.observations and have an estimated accuracy of +/- 10 meters.
 DI9521
 DI9521.The orthometric height was determined by differential leveling and
 DI9521.adjusted by the NATIONAL GEODETIC SURVEY
 DI9521.in June 2009.
 DI9521
 DI9521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DI9521.GEOID18 height accuracy estimate available here.
 DI9521
 DI9521.Click photographs - Photos may exist for this station.
 DI9521
 DI9521.The dynamic height is computed by dividing the NAVD 88
 DI9521.geopotential number by the normal gravity value computed on the
 DI9521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DI9521.degrees latitude (g = 980.6199 gals.).
 DI9521
 DI9521.The modeled gravity was interpolated from observed gravity values.
 DI9521
 DI9521;                    North         East    Units  Estimated Accuracy
 DI9521;SPC FL E     -   291,408.      287,661.      MT  (+/- 10 meters HH2 GPS)
 DI9521
 DI9521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8763082440(NAD 83)
 DI9521
 DI9521                          SUPERSEDED SURVEY CONTROL
 DI9521
 DI9521.No superseded survey control is available for this station.
 DI9521
 DI9521_MARKER: DD = SURVEY DISK
 DI9521_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DI9521_SP_SET: BOX DRAIN
 DI9521_STAMPING: 2482 K 2006
 DI9521_MARK LOGO: FLDEP
 DI9521_MAGNETIC: N = NO MAGNETIC MATERIAL
 DI9521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DI9521+STABILITY: SURFACE MOTION
 DI9521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DI9521+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2025
 DI9521
 DI9521  HISTORY     - Date     Condition        Report By
 DI9521  HISTORY     - 20060121 MONUMENTED       FLDEP
 DI9521  HISTORY     - 20250421 GOOD             GEOCAC
 DI9521
 DI9521                          STATION DESCRIPTION
 DI9521
 DI9521'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DI9521'THE MARK IS IN THE TEQUESTA COUNTRY CLUB COMMUNITY, IN SECTION 26,
 DI9521'TOWNSHIP 40 SOUTH, RANGE 42 EAST.
 DI9521'
 DI9521'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND TEQUESTA
 DI9521'DRIVE IN TEQUESTA, GO WEST ON TEQUESTA DRIVE FOR 1.6 MI (2.6 KM) TO
 DI9521'THE JUNCTION OF COUNTRY CLUB ROAD ON THE RIGHT, TURN RIGHT ON COUNTRY
 DI9521'CLUB ROAD AND GO NORTH THEN WEST FOR 1.1 MI (1.8 KM) TO THE JUNCTION
 DI9521'OF NORTH PLACE ON THE LEFT, TURN LEFT ON NORTH PLACE AND GO SOUTH FOR
 DI9521'0.05 MI (0.1 KM) TO THE JUNCTION OF FAIRWAY NORTH ON THE RIGHT, TURN
 DI9521'RIGHT ON FAIRWAY NORTH AND GO WEST FOR 0.3 MI (0.5 KM) TO THE JUNCTION
 DI9521'OF RIVER DRIVE ON THE LEFT, TURN LEFT ON RIVER DRIVE AND GO SOUTH FOR
 DI9521'0.55 MI (0.9 KM) TO THE NORTH JUNCTION OF RIVER DRIVE WITH POINT
 DI9521'CIRCLE AND THE MARK ON THE LEFT, A FLDEP SURVEY DISK SET FLUSH IN THE
 DI9521'TOP OF A CONCRETE BOX DRAIN, BETWEEN 142 AND 150 RIVER DRIVE, 0.3 FT
 DI9521'(0.1 M) BELOW THE LEVEL OF RIVER DRIVE.
 DI9521'
 DI9521'LOCATED ABOUT 145.0 FT (44.2 M) SOUTHEAST OF A FLDEP SURVEY MARK 2482
 DI9521'J 2006, 16.9 FT (5.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DI9521'CONCRETE DRIVEWAY AT 142 RIVER DRIVE, 14.6 FT (4.5 M) SOUTH OF THE
 DI9521'APPROXIMATE CENTERLINE OF A BRICK DRIVEWAY AT 150 RIVER DRIVE AND 12.0
 DI9521'FT (3.7 M) EAST OF THE APPROXIMATE CENTERLINE OF RIVER DRIVE.
 DI9521
 DI9521                          STATION RECOVERY (2025)
 DI9521
 DI9521'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DI9521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6227 ***********************************************************************
 AD6227  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6227  DESIGNATION -  872 2482 TIDAL 1
 AD6227  PID         -  AD6227
 AD6227  STATE/COUNTY-  FL/PALM BEACH
 AD6227  COUNTRY     -  US
 AD6227  USGS QUAD   -  JUPITER (2018)
 AD6227
 AD6227                         *CURRENT SURVEY CONTROL
 AD6227  ______________________________________________________________________
 AD6227* NAD 83(1986) POSITION- 26 57 57.     (N) 080 07 11.     (W)   SCALED
 AD6227* NAVD 88 ORTHO HEIGHT -     3.010 (meters)        9.88  (feet) ADJUSTED
 AD6227  ______________________________________________________________________
 AD6227  GEOID HEIGHT    -        -27.377 (meters)                     GEOID18
 AD6227  DYNAMIC HEIGHT  -          3.006 (meters)        9.86  (feet) COMP
 AD6227  MODELED GRAVITY -    979,095.1   (mgal)                       NAVD 88
 AD6227
 AD6227  VERT ORDER      -  SECOND    CLASS I
 AD6227
 AD6227.The horizontal coordinates were scaled from a map and have
 AD6227.an estimated accuracy of +/- 6 seconds.
 AD6227
 AD6227.The orthometric height was determined by differential leveling and
 AD6227.adjusted by the NATIONAL GEODETIC SURVEY
 AD6227.in June 1991.
 AD6227
 AD6227.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6227.GEOID18 height accuracy estimate available here.
 AD6227
 AD6227.This Tidal Bench Mark is designated as VM 10748
 AD6227.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6227
 AD6227.Click photographs - Photos may exist for this station.
 AD6227
 AD6227.The dynamic height is computed by dividing the NAVD 88
 AD6227.geopotential number by the normal gravity value computed on the
 AD6227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6227.degrees latitude (g = 980.6199 gals.).
 AD6227
 AD6227.The modeled gravity was interpolated from observed gravity values.
 AD6227
 AD6227;                    North         East    Units  Estimated Accuracy
 AD6227;SPC FL E     -   291,920.      287,400.      MT  (+/- 180 meters Scaled)
 AD6227
 AD6227_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873829(NAD 83)
 AD6227
 AD6227                          SUPERSEDED SURVEY CONTROL
 AD6227
 AD6227  NGVD 29 (09/01/92)    3.468  (m)           11.38   (f) ADJUSTED    2 1
 AD6227
 AD6227.Superseded values are not recommended for survey control.
 AD6227
 AD6227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6227.See file dsdata.pdf to determine how the superseded data were derived.
 AD6227
 AD6227_MARKER: DB = BENCH MARK DISK
 AD6227_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6227_SP_SET: PATIO
 AD6227_STAMPING: NO 1 1969
 AD6227_MARK LOGO: CGS
 AD6227_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6227_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6227+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 AD6227
 AD6227  HISTORY     - Date     Condition        Report By
 AD6227  HISTORY     - 1969     MONUMENTED       CGS
 AD6227  HISTORY     - 1980     GOOD             FLDNR
 AD6227  HISTORY     - 1986     GOOD             FLDNR
 AD6227  HISTORY     - 19890815 GOOD             USPSQD
 AD6227  HISTORY     - 19950114 GOOD             USPSQD
 AD6227  HISTORY     - 19950307 MARK NOT FOUND   USPSQD
 AD6227  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AD6227  HISTORY     - 20020819 GOOD             USPSQD
 AD6227  HISTORY     - 20030909 GOOD             USPSQD
 AD6227  HISTORY     - 20060119 MARK NOT FOUND   FLDEP
 AD6227
 AD6227                          STATION DESCRIPTION
 AD6227
 AD6227'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD6227'1.7 MI WNW FROM TEQUESTA.
 AD6227'TO REACH THE MARK, BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND
 AD6227'U.S. 1 IN TEQUESTA.  PROCEED 1.6 MILES WEST ALONG TEQUESTA DRIVE TO
 AD6227'THE JUNCTION OF COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB
 AD6227'ROAD TO THE JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA
 AD6227'COUNTRY CLUB COMMUNITY), GO SOUTH 0.05 MILE ON NORTH PLACE TO ITS
 AD6227'JUNCTION WITH FAIRWAY NORTH, GO WEST 0.3 MILE ON FAIRWAY NORTH TO ITS
 AD6227'JUNCTION WITH RIVER ROAD, GO SOUTH ON RIVER ROAD 0.25 MILE TO THE
 AD6227'VALIER RESIDENCE AT 239 RIVER ROAD, AND THE MARK.  THE MARK IS SET
 AD6227'FLUSH IN THE NORTHWEST CORNER OF A CONCRETE PATIO ON THE NORTH SIDE OF
 AD6227'THE R.C. VALIER RESIDENCE.  THE MARK BEARS 23.5 FEET NORTHEAST OF THE
 AD6227'NORTHWEST CORNER OF THE HOUSE, 10 FEET NORTH OF THE NORTH WALL OF THE
 AD6227'HOUSE, AND 45 FEET WEST OF THE NORTHEAST CORNER OF THE HOUSE.
 AD6227
 AD6227                          STATION RECOVERY (1986)
 AD6227
 AD6227'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6227'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE RESIDENCE AT
 AD6227'239 RIVER ROAD IS NOW OCCUPIED BY THE COLLINS.
 AD6227
 AD6227                          STATION RECOVERY (1989)
 AD6227
 AD6227'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6227'RECOVERED IN GOOD CONDITION.
 AD6227
 AD6227                          STATION RECOVERY (1995)
 AD6227
 AD6227'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6227'RECOVERED IN GOOD CONDITION.
 AD6227
 AD6227                          STATION RECOVERY (1995)
 AD6227
 AD6227'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6227'MARK NOT FOUND.
 AD6227
 AD6227                          STATION RECOVERY (2001)
 AD6227
 AD6227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD6227'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD6227
 AD6227                          STATION RECOVERY (2002)
 AD6227
 AD6227'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6227'RECOVERED IN GOOD CONDITION.
 AD6227
 AD6227                          STATION RECOVERY (2003)
 AD6227
 AD6227'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6227'RECOVERED IN GOOD CONDITION.
 AD6227
 AD6227                          STATION RECOVERY (2006)
 AD6227
 AD6227'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6227'THE AREA WAS SEARCHED AND THE MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6228 ***********************************************************************
 AD6228  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6228  DESIGNATION -  872 2482 TIDAL 2 RESET
 AD6228  PID         -  AD6228
 AD6228  STATE/COUNTY-  FL/PALM BEACH
 AD6228  COUNTRY     -  US
 AD6228  USGS QUAD   -  JUPITER (2018)
 AD6228
 AD6228                         *CURRENT SURVEY CONTROL
 AD6228  ______________________________________________________________________
 AD6228* NAD 83(1986) POSITION- 26 57 57.     (N) 080 07 11.     (W)   SCALED
 AD6228* NAVD 88 ORTHO HEIGHT -     2.879 (meters)        9.45  (feet) ADJUSTED
 AD6228  ______________________________________________________________________
 AD6228  GEOID HEIGHT    -        -27.377 (meters)                     GEOID18
 AD6228  DYNAMIC HEIGHT  -          2.874 (meters)        9.43  (feet) COMP
 AD6228  MODELED GRAVITY -    979,095.1   (mgal)                       NAVD 88
 AD6228
 AD6228  VERT ORDER      -  SECOND    CLASS I
 AD6228
 AD6228.The horizontal coordinates were scaled from a map and have
 AD6228.an estimated accuracy of +/- 6 seconds.
 AD6228
 AD6228.The orthometric height was determined by differential leveling and
 AD6228.adjusted by the NATIONAL GEODETIC SURVEY
 AD6228.in June 1991.
 AD6228
 AD6228.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6228.GEOID18 height accuracy estimate available here.
 AD6228
 AD6228.This Tidal Bench Mark is designated as VM 10749
 AD6228.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6228
 AD6228.Click photographs - Photos may exist for this station.
 AD6228
 AD6228.The dynamic height is computed by dividing the NAVD 88
 AD6228.geopotential number by the normal gravity value computed on the
 AD6228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6228.degrees latitude (g = 980.6199 gals.).
 AD6228
 AD6228.The modeled gravity was interpolated from observed gravity values.
 AD6228
 AD6228;                    North         East    Units  Estimated Accuracy
 AD6228;SPC FL E     -   291,920.      287,400.      MT  (+/- 180 meters Scaled)
 AD6228
 AD6228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873829(NAD 83)
 AD6228
 AD6228                          SUPERSEDED SURVEY CONTROL
 AD6228
 AD6228  NGVD 29 (09/01/92)    3.337  (m)           10.95   (f) ADJUSTED    2 1
 AD6228
 AD6228.Superseded values are not recommended for survey control.
 AD6228
 AD6228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6228.See file dsdata.pdf to determine how the superseded data were derived.
 AD6228
 AD6228_MARKER: DJ = TIDAL STATION DISK
 AD6228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6228_STAMPING: NO 2 RESET 1977
 AD6228_MARK LOGO: NOS
 AD6228_PROJECTION: PROJECTING 3 CENTIMETERS
 AD6228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6228+STABILITY: SURFACE MOTION
 AD6228_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6228+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2003
 AD6228
 AD6228  HISTORY     - Date     Condition        Report By
 AD6228  HISTORY     - 1977     MONUMENTED       NOS
 AD6228  HISTORY     - 1981     GOOD             FLDNR
 AD6228  HISTORY     - 1986     GOOD             FLDNR
 AD6228  HISTORY     - 19890815 MARK NOT FOUND   USPSQD
 AD6228  HISTORY     - 19950114 MARK NOT FOUND   USPSQD
 AD6228  HISTORY     - 19950307 MARK NOT FOUND   USPSQD
 AD6228  HISTORY     - 20020819 GOOD             USPSQD
 AD6228  HISTORY     - 20030909 GOOD             USPSQD
 AD6228  HISTORY     - 20060119 MARK NOT FOUND   FLDEP
 AD6228
 AD6228                          STATION DESCRIPTION
 AD6228
 AD6228'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6228'1.7 MI WNW FROM TEQUESTA.
 AD6228'TO REACH THE MARK, BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND
 AD6228'U.S. 1 IN TEQUESTA.  PROCEED 1.6 MILES WEST ALONG TEQUESTA DRIVE TO
 AD6228'THE JUNCTION OF COUNTRY CLUB ROAD, GO 1.1 MILES NORTH ON COUNTRY CLUB
 AD6228'ROAD TO THE JUNCTION OF NORTH PLACE (THE NORTH ENTRANCE TO TEQUESTA
 AD6228'COUNTRY CLUB COMMUNITY), GO SOUTH 0.05 MILE ON NORTH PLACE TO ITS
 AD6228'JUNCTION WITH FAIRWAY NORTH, GO WEST 0.3 MILE ON FAIRWAY NORTH TO ITS
 AD6228'JUNCTION WITH RIVER ROAD, GO SOUTH ON RIVER ROAD 0.25 MILE TO THE
 AD6228'VALIER RESIDENCE AT 239 RIVER ROAD, AND THE MARK.  THE MARK IS SET IN
 AD6228'THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND LEVEL.  THE
 AD6228'MARK BEARS 46.6 FEET SOUTHWEST OF THE RIVER ROAD CENTERLINE, 18 FEET
 AD6228'SOUTHWEST OF A POWER POLE (6-7741-4155-0-3), 27.9 FEET NORTHWEST OF
 AD6228'THE CENTER OF A CONCRETE WALKWAY, AND 1.3
 AD6228
 AD6228                          STATION RECOVERY (1986)
 AD6228
 AD6228'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6228'RECOVERED IN GOOD CONDITION.
 AD6228
 AD6228                          STATION RECOVERY (1989)
 AD6228
 AD6228'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6228'MARK NOT FOUND.
 AD6228
 AD6228                          STATION RECOVERY (1995)
 AD6228
 AD6228'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6228'MARK NOT FOUND.
 AD6228
 AD6228                          STATION RECOVERY (1995)
 AD6228
 AD6228'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6228'MARK NOT FOUND.
 AD6228
 AD6228                          STATION RECOVERY (2002)
 AD6228
 AD6228'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6228'CORRECT RESIDENCE ADDRESS IS 235 RIVER ROAD. MARK IS 30 FEET(NOT 27.9
 AD6228'FEET) NORTHWEST OF THE CENTER OF CONCRETE WALKWAY THAT IS THE ENTRANCE
 AD6228'TO NORTH VIEW PARK.  MARK IS 1.3 FEET SOUTHEAST OF A WITNESS POST.
 AD6228
 AD6228                          STATION RECOVERY (2003)
 AD6228
 AD6228'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6228'RECOVERED IN GOOD CONDITION.
 AD6228
 AD6228                          STATION RECOVERY (2006)
 AD6228
 AD6228'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6228'THE AREA WAS SEARCHED AND THE MARK WAS NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6226 ***********************************************************************
 AD6226  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6226  DESIGNATION -  872 2486 D TIDAL
 AD6226  PID         -  AD6226
 AD6226  STATE/COUNTY-  FL/PALM BEACH
 AD6226  COUNTRY     -  US
 AD6226  USGS QUAD   -  JUPITER (2018)
 AD6226
 AD6226                         *CURRENT SURVEY CONTROL
 AD6226  ______________________________________________________________________
 AD6226* NAD 83(1986) POSITION- 26 57 29.     (N) 080 06 14.     (W)   SCALED
 AD6226* NAVD 88 ORTHO HEIGHT -     2.697 (meters)        8.85  (feet) ADJUSTED
 AD6226  ______________________________________________________________________
 AD6226  GEOID HEIGHT    -        -27.412 (meters)                     GEOID18
 AD6226  DYNAMIC HEIGHT  -          2.693 (meters)        8.84  (feet) COMP
 AD6226  MODELED GRAVITY -    979,093.9   (mgal)                       NAVD 88
 AD6226
 AD6226  VERT ORDER      -  SECOND    CLASS I
 AD6226
 AD6226.The horizontal coordinates were scaled from a map and have
 AD6226.an estimated accuracy of +/- 6 seconds.
 AD6226
 AD6226.The orthometric height was determined by differential leveling and
 AD6226.adjusted by the NATIONAL GEODETIC SURVEY
 AD6226.in May 2010.
 AD6226
 AD6226.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6226.GEOID18 height accuracy estimate available here.
 AD6226
 AD6226.This Tidal Bench Mark is designated as VM 5524
 AD6226.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6226
 AD6226.Click photographs - Photos may exist for this station.
 AD6226
 AD6226.The dynamic height is computed by dividing the NAVD 88
 AD6226.geopotential number by the normal gravity value computed on the
 AD6226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6226.degrees latitude (g = 980.6199 gals.).
 AD6226
 AD6226.The modeled gravity was interpolated from observed gravity values.
 AD6226
 AD6226;                    North         East    Units  Estimated Accuracy
 AD6226;SPC FL E     -   291,070.      288,970.      MT  (+/- 180 meters Scaled)
 AD6226
 AD6226_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK889821(NAD 83)
 AD6226
 AD6226                          SUPERSEDED SURVEY CONTROL
 AD6226
 AD6226  NAVD 88 (09/06/96)    2.705  (m)            8.87   (f) SUPERSEDED  2 1
 AD6226  NAVD 88 (06/15/91)    2.710  (m)            8.89   (f) SUPERSEDED  2 1
 AD6226  NGVD 29 (09/01/92)    3.165  (m)           10.38   (f) ADJUSTED    2 1
 AD6226
 AD6226.Superseded values are not recommended for survey control.
 AD6226
 AD6226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6226.See file dsdata.pdf to determine how the superseded data were derived.
 AD6226
 AD6226_MARKER: DD = SURVEY DISK
 AD6226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6226_STAMPING: 2486 D 1981 BSM
 AD6226_MARK LOGO: FLDNR
 AD6226_PROJECTION: RECESSED 5 CENTIMETERS
 AD6226_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6226+STABILITY: SURFACE MOTION
 AD6226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6226+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2006
 AD6226
 AD6226  HISTORY     - Date     Condition        Report By
 AD6226  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6226  HISTORY     - 1986     GOOD             FLDNR
 AD6226  HISTORY     - 19890808 GOOD             USPSQD
 AD6226  HISTORY     - 19940725 GOOD             USPSQD
 AD6226  HISTORY     - 19950307 MARK NOT FOUND   USPSQD
 AD6226  HISTORY     - 20010331 GOOD             USPSQD
 AD6226  HISTORY     - 20020812 GOOD             USPSQD
 AD6226  HISTORY     - 20030908 GOOD             USPSQD
 AD6226  HISTORY     - 20060122 GOOD             FLDEP
 AD6226  HISTORY     - 20230724 MARK NOT FOUND   USGS
 AD6226  HISTORY     - 20250421 MARK NOT FOUND   GEOCAC
 AD6226
 AD6226                          STATION DESCRIPTION
 AD6226
 AD6226'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6226'1.2 MI WEST FROM TEQUESTA.
 AD6226'BEGIN AT THE INTERSECTION OF TEQUESTA DRIVE AND U.S. HIGHWAY 1, GO 1.2
 AD6226'MILES WEST ALONG TEQUESTA DRIVE TO THE BRIDGE OVER THE NORTH FORK OF
 AD6226'THE LOXAHATCHEE RIVER AND THE MARK.  THE MARK BEARS 22.3 FEET SOUTH OF
 AD6226'THE CENTERLINE OF TEQUESTA DRIVE, 69.8 FEET WEST OF THE SOUTHWEST
 AD6226'CORNER OF THE BRIDGE, 2.7 FEET SOUTH OF THE SOUTH EDGE OF A BIKE PATH,
 AD6226'1.1 FEET SOUTH OF THE SOUTHWEST CORNER OF THE WESTERNMOST CONCRETE
 AD6226'POST OF A STEEL GUARDRAIL, AND 1.6 FEET SOUTH OF A WITNESS POST.
 AD6226
 AD6226                          STATION RECOVERY (1986)
 AD6226
 AD6226'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6226'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK STAMPING
 AD6226'IS -2486 D 1981 BSM- NOT -2486 E 1981 BSM-.
 AD6226
 AD6226                          STATION RECOVERY (1989)
 AD6226
 AD6226'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6226'RECOVERED IN GOOD CONDITION.
 AD6226
 AD6226                          STATION RECOVERY (1994)
 AD6226
 AD6226'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6226'RECOVERED IN GOOD CONDITION.
 AD6226
 AD6226                          STATION RECOVERY (1995)
 AD6226
 AD6226'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6226'MARK NOT FOUND.
 AD6226
 AD6226                          STATION RECOVERY (2001)
 AD6226
 AD6226'RECOVERY NOTE BY US POWER SQUADRON 2001
 AD6226'RECOVERED IN GOOD CONDITION.
 AD6226
 AD6226                          STATION RECOVERY (2002)
 AD6226
 AD6226'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6226'MARK IS 1.6 FEET NORTH (NOT SOUTH) OF WITNESS POST AND IS 3 INCHES
 AD6226'BELOW GRADE.
 AD6226
 AD6226                          STATION RECOVERY (2003)
 AD6226
 AD6226'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6226'RECOVERED IN GOOD CONDITION.
 AD6226
 AD6226                          STATION RECOVERY (2006)
 AD6226
 AD6226'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6226'RECOVERED AS DESCRIBED.
 AD6226
 AD6226                          STATION RECOVERY (2023)
 AD6226
 AD6226'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2023 (AM)
 AD6226'BENCH MARK AND WITNESS POST NOT FOUND.  BRIDGE REDONE IN 2010, MAY
 AD6226'HAVE BEEN DESTROYED OR LOST DURING CONSTRUCTION.
 AD6226
 AD6226                          STATION RECOVERY (2025)
 AD6226
 AD6226'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD6226'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2983 ***********************************************************************
 AD2983  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2983  DESIGNATION -  872 2486 TIDAL BOOTHE 2
 AD2983  PID         -  AD2983
 AD2983  STATE/COUNTY-  FL/PALM BEACH
 AD2983  COUNTRY     -  US
 AD2983  USGS QUAD   -  JUPITER (2018)
 AD2983
 AD2983                         *CURRENT SURVEY CONTROL
 AD2983  ______________________________________________________________________
 AD2983* NAD 83(1986) POSITION- 26 57 33.     (N) 080 06 16.     (W)   SCALED
 AD2983* NAVD 88 ORTHO HEIGHT -     0.642 (meters)        2.11  (feet) ADJUSTED
 AD2983  ______________________________________________________________________
 AD2983  GEOID HEIGHT    -        -27.414 (meters)                     GEOID18
 AD2983  DYNAMIC HEIGHT  -          0.641 (meters)        2.10  (feet) COMP
 AD2983  MODELED GRAVITY -    979,093.9   (mgal)                       NAVD 88
 AD2983
 AD2983  VERT ORDER      -  SECOND    CLASS 0
 AD2983
 AD2983.The horizontal coordinates were scaled from a map and have
 AD2983.an estimated accuracy of +/- 6 seconds.
 AD2983
 AD2983.The orthometric height was determined by differential leveling and
 AD2983.adjusted by the NATIONAL GEODETIC SURVEY
 AD2983.in June 1991.
 AD2983
 AD2983.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2983.GEOID18 height accuracy estimate available here.
 AD2983
 AD2983.This Tidal Bench Mark is designated as VM 5522
 AD2983.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2983
 AD2983.Click photographs - Photos may exist for this station.
 AD2983
 AD2983.The dynamic height is computed by dividing the NAVD 88
 AD2983.geopotential number by the normal gravity value computed on the
 AD2983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2983.degrees latitude (g = 980.6199 gals.).
 AD2983
 AD2983.The modeled gravity was interpolated from observed gravity values.
 AD2983
 AD2983;                    North         East    Units  Estimated Accuracy
 AD2983;SPC FL E     -   291,200.      288,920.      MT  (+/- 180 meters Scaled)
 AD2983
 AD2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK888822(NAD 83)
 AD2983
 AD2983                          SUPERSEDED SURVEY CONTROL
 AD2983
 AD2983  NGVD 29 (??/??/92)    1.100  (m)            3.61   (f) SUPERSEDED  2 0
 AD2983  NGVD 29 (09/01/92)    1.100  (m)            3.61   (f) ADJUSTED    2 0
 AD2983
 AD2983.Superseded values are not recommended for survey control.
 AD2983
 AD2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2983.See file dsdata.pdf to determine how the superseded data were derived.
 AD2983
 AD2983_MARKER: DB = BENCH MARK DISK
 AD2983_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD2983_SP_SET: SEAWALL
 AD2983_STAMPING: BOOTHE NO 2 1968
 AD2983_MARK LOGO: CGS
 AD2983_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2983+STABILITY: SURFACE MOTION
 AD2983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2983+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2006
 AD2983
 AD2983  HISTORY     - Date     Condition        Report By
 AD2983  HISTORY     - 1968     MONUMENTED       CGS
 AD2983  HISTORY     - 1970     GOOD             NGS
 AD2983  HISTORY     - 1980     GOOD             FLDNR
 AD2983  HISTORY     - 1983     GOOD
 AD2983  HISTORY     - 1986     GOOD             FLDNR
 AD2983  HISTORY     - 19890808 GOOD             USPSQD
 AD2983  HISTORY     - 19940725 GOOD             USPSQD
 AD2983  HISTORY     - 20020722 GOOD             USPSQD
 AD2983  HISTORY     - 20030910 GOOD             USPSQD
 AD2983  HISTORY     - 20060212 GOOD             FLDEP
 AD2983  HISTORY     - 20250421 MARK NOT FOUND   GEOCAC
 AD2983
 AD2983                          STATION DESCRIPTION
 AD2983
 AD2983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2983'1.4 MI W FROM TEQUESTA.
 AD2983'ABOUT 1.3 MILES WEST ALONG TEQUESTA DRIVE FROM THE JUNCTION
 AD2983'OF U.S. HIGHWAY 1 AT TEQUESTA, THENCE 0.1 MILE NORTH ALONG THE
 AD2983'WEST BANK OF THE NORTH FORK OF THE LOXAHATCHEE RIVER, IN THE REAR
 AD2983'OF THE HOME OF NOW RETIRED C AND GS ADMIRAL BOOTHE, SET IN THE
 AD2983'TOP OF THE SOUTH END OF THE CONCRETE SEAWALL, 2 FEET NORTH OF
 AD2983'THE CHAIN LINK FENCE WHICH BORDERS THE SOUTH SIDE OF THE ADMIRALS
 AD2983'PROPERTY, AND LEVEL WITH THE LAWN.
 AD2983
 AD2983                          STATION RECOVERY (1980)
 AD2983
 AD2983'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2983'RECOVERED IN GOOD CONDITION.
 AD2983
 AD2983                          STATION RECOVERY (1983)
 AD2983
 AD2983'RECOVERED 1983
 AD2983'A BETTER REFERENCE SHOULD BE 'IN THE REAR OF 19242 PINE TREE DR'
 AD2983'INSTEAM OF 'IN THE REAR OF THE HOME OF NOW RETIRED CGS ADMIRAL
 AD2983'BOOTHE'.
 AD2983
 AD2983                          STATION RECOVERY (1986)
 AD2983
 AD2983'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2983'RECOVERED IN GOOD CONDITION.  RETIRED ADMIRAL BOOTHE HAS MOVED.  IT IS
 AD2983'LOCATED BEHIND THE RESIDENCE AT 19242 PINE TREE DRIVE.  THE CHAIN LINK
 AD2983'FINCE IS GONE.  THE MARK BEARS 105.0 FEET SOUTHEAST OF THE SOUTHEAST
 AD2983'CORNER OF THE EAST WING OF THE HOUSE, 104.5 FEET SOUTH OF TIDAL BENCH
 AD2983'MARK BOOTHE NO. 1 1968, AND JUST NORTH OF A 6 FOOT HIGH CONCRETE WALL.
 AD2983
 AD2983                          STATION RECOVERY (1989)
 AD2983
 AD2983'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD2983'RECOVERED IN GOOD CONDITION.
 AD2983
 AD2983                          STATION RECOVERY (1994)
 AD2983
 AD2983'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2983'RECOVERED IN GOOD CONDITION.
 AD2983
 AD2983                          STATION RECOVERY (2002)
 AD2983
 AD2983'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2983'RECOVERED IN GOOD CONDITION.
 AD2983
 AD2983                          STATION RECOVERY (2003)
 AD2983
 AD2983'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2983'RECOVERED IN GOOD CONDITION.
 AD2983
 AD2983                          STATION RECOVERY (2006)
 AD2983
 AD2983'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD2983'RECOVERED AS DESCRIBED.
 AD2983
 AD2983                          STATION RECOVERY (2025)
 AD2983
 AD2983'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD2983'MARK NOT FOUND.  SEAWALL REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2984 ***********************************************************************
 AD2984  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2984  DESIGNATION -  872 2486 TIDAL BOOTHE 1
 AD2984  PID         -  AD2984
 AD2984  STATE/COUNTY-  FL/PALM BEACH
 AD2984  COUNTRY     -  US
 AD2984  USGS QUAD   -  JUPITER (2018)
 AD2984
 AD2984                         *CURRENT SURVEY CONTROL
 AD2984  ______________________________________________________________________
 AD2984* NAD 83(1986) POSITION- 26 57 34.     (N) 080 06 16.     (W)   SCALED
 AD2984* NAVD 88 ORTHO HEIGHT -     0.631 (meters)        2.07  (feet) ADJUSTED
 AD2984  ______________________________________________________________________
 AD2984  GEOID HEIGHT    -        -27.415 (meters)                     GEOID18
 AD2984  DYNAMIC HEIGHT  -          0.630 (meters)        2.07  (feet) COMP
 AD2984  MODELED GRAVITY -    979,093.9   (mgal)                       NAVD 88
 AD2984
 AD2984  VERT ORDER      -  SECOND    CLASS 0
 AD2984
 AD2984.The horizontal coordinates were scaled from a map and have
 AD2984.an estimated accuracy of +/- 6 seconds.
 AD2984
 AD2984.The orthometric height was determined by differential leveling and
 AD2984.adjusted by the NATIONAL GEODETIC SURVEY
 AD2984.in June 1991.
 AD2984
 AD2984.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2984.GEOID18 height accuracy estimate available here.
 AD2984
 AD2984.This Tidal Bench Mark is designated as VM 5521
 AD2984.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2984
 AD2984.Click photographs - Photos may exist for this station.
 AD2984
 AD2984.The dynamic height is computed by dividing the NAVD 88
 AD2984.geopotential number by the normal gravity value computed on the
 AD2984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2984.degrees latitude (g = 980.6199 gals.).
 AD2984
 AD2984.The modeled gravity was interpolated from observed gravity values.
 AD2984
 AD2984;                    North         East    Units  Estimated Accuracy
 AD2984;SPC FL E     -   291,230.      288,920.      MT  (+/- 180 meters Scaled)
 AD2984
 AD2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK888822(NAD 83)
 AD2984
 AD2984                          SUPERSEDED SURVEY CONTROL
 AD2984
 AD2984  NGVD 29 (??/??/92)    1.089  (m)            3.57   (f) SUPERSEDED  2 0
 AD2984  NGVD 29 (09/01/92)    1.089  (m)            3.57   (f) ADJUSTED    2 0
 AD2984
 AD2984.Superseded values are not recommended for survey control.
 AD2984
 AD2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2984.See file dsdata.pdf to determine how the superseded data were derived.
 AD2984
 AD2984_MARKER: DB = BENCH MARK DISK
 AD2984_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD2984_SP_SET: SEAWALL
 AD2984_STAMPING: BOOTHE NO 1 1968
 AD2984_MARK LOGO: CGS
 AD2984_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2984+STABILITY: SURFACE MOTION
 AD2984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2984+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2006
 AD2984
 AD2984  HISTORY     - Date     Condition        Report By
 AD2984  HISTORY     - 1968     MONUMENTED       CGS
 AD2984  HISTORY     - 1970     GOOD             NGS
 AD2984  HISTORY     - 1980     GOOD             FLDNR
 AD2984  HISTORY     - 1986     GOOD             FLDNR
 AD2984  HISTORY     - 19890808 GOOD             USPSQD
 AD2984  HISTORY     - 19940725 GOOD             USPSQD
 AD2984  HISTORY     - 20020722 GOOD             USPSQD
 AD2984  HISTORY     - 20030910 GOOD             USPSQD
 AD2984  HISTORY     - 20060212 GOOD             FLDEP
 AD2984  HISTORY     - 20250421 MARK NOT FOUND   GEOCAC
 AD2984
 AD2984                          STATION DESCRIPTION
 AD2984
 AD2984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2984'1.4 MI W FROM TEQUESTA.
 AD2984'ABOUT 1.3 MILES WEST ALONG TEQUESTA DRIVE FROM THE JUNCTION OF
 AD2984'U.S. HIGHWAY 1 AT TEQUESTA, THENCE 0.1 MILE NORTH ALONG THE
 AD2984'WEST BANK OF THE NORTH FORK OF THE LOXAHATCHEE RIVER, SET IN THE
 AD2984'TOP OF THE NORTHEAST CORNER OF A SEAWALL IN THE BACK YARD OF THE
 AD2984'RESIDENCE OF RETIRED C AND GS ADMIRAL BOOTHE, 48.4 FEET NORTHEAST
 AD2984'OF THE NORTHEAST CORNER OF THE EAST WING OF THE ADMIRALS
 AD2984'RESIDENCE, 2.2 FEET WEST OF THE NORTHEAST CORNER OF THE SEAWALL,
 AD2984'AND LEVEL WITH THE LAWN.
 AD2984
 AD2984                          STATION RECOVERY (1980)
 AD2984
 AD2984'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2984'RECOVERED IN GOOD CONDITION.
 AD2984
 AD2984                          STATION RECOVERY (1986)
 AD2984
 AD2984'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2984'RETIRED CGS ADMIRAL BOOTHE HAS NOVED.  IT IS LOCATED BEHIND THE
 AD2984'RESIDENCE AT 19242 PINE TREE DRIVE.  THE MARK ALSO BEARS 75.0 FEET
 AD2984'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE ADJACENT TO AND
 AD2984'NORTH OF 19242 PINE TREE DRIVE, 254.5 FEET EAST OF THE NORTHWEST
 AD2984'PROPERTY CORNER AND 0.5 FOOT NORTH OF A 6 FOOT HIGH WOOD FENCE.
 AD2984
 AD2984                          STATION RECOVERY (1989)
 AD2984
 AD2984'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD2984'RECOVERED IN GOOD CONDITION.
 AD2984
 AD2984                          STATION RECOVERY (1994)
 AD2984
 AD2984'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2984'RECOVERED IN GOOD CONDITION.
 AD2984
 AD2984                          STATION RECOVERY (2002)
 AD2984
 AD2984'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2984'RECOVERED IN GOOD CONDITION.
 AD2984
 AD2984                          STATION RECOVERY (2003)
 AD2984
 AD2984'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2984'RECOVERED IN GOOD CONDITION.
 AD2984
 AD2984                          STATION RECOVERY (2006)
 AD2984
 AD2984'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD2984'RECOVERED AS DESCRIBED.
 AD2984
 AD2984                          STATION RECOVERY (2025)
 AD2984
 AD2984'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD2984'MARK NOT FOUND.  SEAWALL REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ2623 ***********************************************************************
 DJ2623  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ2623  DESIGNATION -  872 2487 A TIDAL
 DJ2623  PID         -  DJ2623
 DJ2623  STATE/COUNTY-  FL/PALM BEACH
 DJ2623  COUNTRY     -  US
 DJ2623  USGS QUAD   -  JUPITER (2018)
 DJ2623
 DJ2623                         *CURRENT SURVEY CONTROL
 DJ2623  ______________________________________________________________________
 DJ2623* NAD 83(1986) POSITION- 26 57 06.     (N) 080 06 12.     (W)   SCALED
 DJ2623* NAVD 88 ORTHO HEIGHT -     1.045 (meters)        3.43  (feet) ADJUSTED
 DJ2623  ______________________________________________________________________
 DJ2623  GEOID HEIGHT    -        -27.388 (meters)                     GEOID18
 DJ2623  DYNAMIC HEIGHT  -          1.044 (meters)        3.43  (feet) COMP
 DJ2623  MODELED GRAVITY -    979,094.0   (mgal)                       NAVD 88
 DJ2623
 DJ2623  VERT ORDER      -  SECOND    CLASS I
 DJ2623
 DJ2623.The horizontal coordinates were scaled from a map and have
 DJ2623.an estimated accuracy of +/- 6 seconds.
 DJ2623
 DJ2623.The orthometric height was determined by differential leveling and
 DJ2623.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2623.in May 2010.
 DJ2623
 DJ2623.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2623.GEOID18 height accuracy estimate available here.
 DJ2623
 DJ2623.This Tidal Bench Mark is designated as VM 18724
 DJ2623.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ2623
 DJ2623.Click photographs - Photos may exist for this station.
 DJ2623
 DJ2623.The dynamic height is computed by dividing the NAVD 88
 DJ2623.geopotential number by the normal gravity value computed on the
 DJ2623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2623.degrees latitude (g = 980.6199 gals.).
 DJ2623
 DJ2623.The modeled gravity was interpolated from observed gravity values.
 DJ2623
 DJ2623;                    North         East    Units  Estimated Accuracy
 DJ2623;SPC FL E     -   290,370.      289,030.      MT  (+/- 180 meters Scaled)
 DJ2623
 DJ2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK890813(NAD 83)
 DJ2623
 DJ2623                          SUPERSEDED SURVEY CONTROL
 DJ2623
 DJ2623.No superseded survey control is available for this station.
 DJ2623
 DJ2623_MARKER: DD = SURVEY DISK
 DJ2623_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ2623_SP_SET: SEAWALL CAP
 DJ2623_STAMPING: 2487 A 2006
 DJ2623_MARK LOGO: FLDEP
 DJ2623_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2623+SATELLITE: SATELLITE OBSERVATIONS - January 19, 2006
 DJ2623
 DJ2623  HISTORY     - Date     Condition        Report By
 DJ2623  HISTORY     - 20060119 MONUMENTED       FLDEP
 DJ2623
 DJ2623                          STATION DESCRIPTION
 DJ2623
 DJ2623'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ2623'THE MARK IS AT ANCHORAGE POINT, IN SECTION 36, TOWNSHIP 40 SOUTH,
 DJ2623'RANGE 42 EAST.
 DJ2623'
 DJ2623'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND TEQUESTA
 DJ2623'DRIVE IN TEQUESTA, GO WEST ON TEQUESTA DRIVE FOR 1.25 MI (2.0 KM) TO
 DJ2623'THE INTERSECTION OF POINT DRIVE ON THE LEFT AND PINE TREE DRIVE ON THE
 DJ2623'RIGHT, TURN LEFT ON POINT DRIVE AND GO SOUTH FOR 0.35 MI (0.6 KM) TO
 DJ2623'THE JUNCTION OF RIO VISTA DRIVE ON THE LEFT, TURN LEFT ON RIO VISTA
 DJ2623'DRIVE AND GO SOUTHEAST FOR 0.2 MI (0.3 KM) TO THE RESIDENCE AT 18723
 DJ2623'RIO VISTA DRIVE ON THE LEFT AND THE MARK IN THE BACK YARD OF THE
 DJ2623'RESIDENCE, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF A CONCRETE
 DJ2623'SEAWALL CAP IN THE SOUTHWEST CORNER OF THE PROPERTY.
 DJ2623'
 DJ2623'LOCATED 187.4 FT (57.1 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DJ2623'RIO VISTA DRIVE, 96.0 FT (29.3 M) NORTHWEST OF THE APPROXIMATE
 DJ2623'CENTERLINE OF A WOODEN DOCK WITH TWO BOAT SLIPS, 37.7 FT (11.5 M)
 DJ2623'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 24.0 FT (7.3 M) WEST
 DJ2623'OF A LONE 24-INCH OAK, 8.1 FT (2.5 M) SOUTHWEST OF THE NORTHEAST END
 DJ2623'OF THE CONCRETE SEAWALL AND 1.3 FT (0.4 M) SOUTHWEST OF THE END OF AN
 DJ2623'ALUMINUM BLACK ORNAMENTAL FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ2622 ***********************************************************************
 DJ2622  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ2622  DESIGNATION -  872 2487 B TIDAL
 DJ2622  PID         -  DJ2622
 DJ2622  STATE/COUNTY-  FL/PALM BEACH
 DJ2622  COUNTRY     -  US
 DJ2622  USGS QUAD   -  JUPITER (2018)
 DJ2622
 DJ2622                         *CURRENT SURVEY CONTROL
 DJ2622  ______________________________________________________________________
 DJ2622* NAD 83(1986) POSITION- 26 57 08.0    (N) 080 06 08.4    (W)   HD_HELD2
 DJ2622* NAVD 88 ORTHO HEIGHT -     1.010 (meters)        3.31  (feet) ADJUSTED
 DJ2622  ______________________________________________________________________
 DJ2622  GEOID HEIGHT    -        -27.394 (meters)                     GEOID18
 DJ2622  DYNAMIC HEIGHT  -          1.008 (meters)        3.31  (feet) COMP
 DJ2622  MODELED GRAVITY -    979,093.9   (mgal)                       NAVD 88
 DJ2622
 DJ2622  VERT ORDER      -  SECOND    CLASS I
 DJ2622
 DJ2622.The horizontal coordinates were established by autonomous hand held GPS
 DJ2622.observations and have an estimated accuracy of +/- 10 meters.
 DJ2622
 DJ2622.The orthometric height was determined by differential leveling and
 DJ2622.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2622.in May 2010.
 DJ2622
 DJ2622.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2622.GEOID18 height accuracy estimate available here.
 DJ2622
 DJ2622.This Tidal Bench Mark is designated as VM 18725
 DJ2622.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ2622
 DJ2622.Click photographs - Photos may exist for this station.
 DJ2622
 DJ2622.The dynamic height is computed by dividing the NAVD 88
 DJ2622.geopotential number by the normal gravity value computed on the
 DJ2622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2622.degrees latitude (g = 980.6199 gals.).
 DJ2622
 DJ2622.The modeled gravity was interpolated from observed gravity values.
 DJ2622
 DJ2622;                    North         East    Units  Estimated Accuracy
 DJ2622;SPC FL E     -   290,427.      289,132.      MT  (+/- 10 meters HH2 GPS)
 DJ2622
 DJ2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8910181459(NAD 83)
 DJ2622
 DJ2622                          SUPERSEDED SURVEY CONTROL
 DJ2622
 DJ2622.No superseded survey control is available for this station.
 DJ2622
 DJ2622_MARKER: DJ = TIDAL STATION DISK
 DJ2622_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ2622_SP_SET: BOX DRAIN
 DJ2622_STAMPING: 2487 B 2006
 DJ2622_MARK LOGO: FLDEP
 DJ2622_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2622+STABILITY: SURFACE MOTION
 DJ2622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2622+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2025
 DJ2622
 DJ2622  HISTORY     - Date     Condition        Report By
 DJ2622  HISTORY     - 20060214 MONUMENTED       FLDEP
 DJ2622  HISTORY     - 20170222 GOOD             NGS
 DJ2622  HISTORY     - 20250519 GOOD             GEOCAC
 DJ2622
 DJ2622                          STATION DESCRIPTION
 DJ2622
 DJ2622'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ2622'THE MARK IS AT ANCHORAGE POINT, IN SECTION 36, TOWNSHIP 40 SOUTH,
 DJ2622'RANGE 42 EAST.
 DJ2622'
 DJ2622'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND TEQUESTA
 DJ2622'DRIVE IN TEQUESTA, GO WEST ON TEQUESTA DRIVE FOR 1.25 MI (2.0 KM) TO
 DJ2622'THE INTERSECTION OF POINT DRIVE ON THE LEFT AND PINE TREE DRIVE ON THE
 DJ2622'RIGHT, TURN LEFT ON POINT DRIVE AND GO SOUTH FOR 0.35 MI (0.6 KM) TO
 DJ2622'THE JUNCTION OF RIO VISTA DRIVE ON THE LEFT, TURN LEFT ON RIO VISTA
 DJ2622'DRIVE AND GO SOUTHEAST FOR 0.15 MI (0.2 KM) TO THE MARK ON THE RIGHT,
 DJ2622'A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF A CONCRETE BOX DRAIN ON
 DJ2622'THE EAST SIDE OF THE RESIDENCE AT 18735 RIO VISTA DRIVE AND DIRECTLY
 DJ2622'ACROSS FROM THE SOUTHERNMOST DRIVEWAY OF HOUSE NUMBER SEVEN.
 DJ2622'
 DJ2622'LOCATED 155.0 FT (47.2 M) NORTHEAST OF CGS BENCH MARK E 309 1970, 57.6
 DJ2622'FT (17.6 M) NORTH OF A FIRE HYDRANT, 15.0 FT (4.6 M) WEST OF THE
 DJ2622'APPROXIMATE CENTERLINE OF RIO VISTA DRIVE AND 1.0 FT (0.3 M) WEST OF A
 DJ2622'CARSONITE WITNESS POST.
 DJ2622
 DJ2622                          STATION RECOVERY (2017)
 DJ2622
 DJ2622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 DJ2622'RECOVERED IN GOOD CONDITION.
 DJ2622
 DJ2622                          STATION RECOVERY (2025)
 DJ2622
 DJ2622'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DJ2622'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ2621 ***********************************************************************
 DJ2621  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ2621  DESIGNATION -  872 2487 C TIDAL
 DJ2621  PID         -  DJ2621
 DJ2621  STATE/COUNTY-  FL/PALM BEACH
 DJ2621  COUNTRY     -  US
 DJ2621  USGS QUAD   -  JUPITER (2018)
 DJ2621
 DJ2621                         *CURRENT SURVEY CONTROL
 DJ2621  ______________________________________________________________________
 DJ2621* NAD 83(1986) POSITION- 26 57 12.     (N) 080 06 09.     (W)   SCALED
 DJ2621* NAVD 88 ORTHO HEIGHT -     1.244 (meters)        4.08  (feet) ADJUSTED
 DJ2621  ______________________________________________________________________
 DJ2621  GEOID HEIGHT    -        -27.398 (meters)                     GEOID18
 DJ2621  DYNAMIC HEIGHT  -          1.242 (meters)        4.07  (feet) COMP
 DJ2621  MODELED GRAVITY -    979,093.8   (mgal)                       NAVD 88
 DJ2621
 DJ2621  VERT ORDER      -  SECOND    CLASS I
 DJ2621
 DJ2621.The horizontal coordinates were scaled from a map and have
 DJ2621.an estimated accuracy of +/- 6 seconds.
 DJ2621
 DJ2621.The orthometric height was determined by differential leveling and
 DJ2621.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2621.in May 2010.
 DJ2621
 DJ2621.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2621.GEOID18 height accuracy estimate available here.
 DJ2621
 DJ2621.This Tidal Bench Mark is designated as VM 18726
 DJ2621.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ2621
 DJ2621.Click photographs - Photos may exist for this station.
 DJ2621
 DJ2621.The dynamic height is computed by dividing the NAVD 88
 DJ2621.geopotential number by the normal gravity value computed on the
 DJ2621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2621.degrees latitude (g = 980.6199 gals.).
 DJ2621
 DJ2621.The modeled gravity was interpolated from observed gravity values.
 DJ2621
 DJ2621;                    North         East    Units  Estimated Accuracy
 DJ2621;SPC FL E     -   290,550.      289,120.      MT  (+/- 180 meters Scaled)
 DJ2621
 DJ2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK890815(NAD 83)
 DJ2621
 DJ2621                          SUPERSEDED SURVEY CONTROL
 DJ2621
 DJ2621.No superseded survey control is available for this station.
 DJ2621
 DJ2621_MARKER: DD = SURVEY DISK
 DJ2621_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DJ2621_SP_SET: SEAWALL CAP
 DJ2621_STAMPING: 2487 C 2006
 DJ2621_MARK LOGO: FLDEP
 DJ2621_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ2621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2621+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2006
 DJ2621
 DJ2621  HISTORY     - Date     Condition        Report By
 DJ2621  HISTORY     - 20060120 MONUMENTED       FLDEP
 DJ2621  HISTORY     - 20250519 MARK NOT FOUND   GEOCAC
 DJ2621
 DJ2621                          STATION DESCRIPTION
 DJ2621
 DJ2621'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ2621'THE MARK IS AT ANCHORAGE POINT, IN SECTION 36, TOWNSHIP 40 SOUTH,
 DJ2621'RANGE 42 EAST.
 DJ2621'
 DJ2621'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 AND TEQUESTA
 DJ2621'DRIVE IN TEQUESTA, GO WEST ON TEQUESTA DRIVE FOR 1.25 MI (2.0 KM) TO
 DJ2621'THE INTERSECTION OF POINT DRIVE ON THE LEFT AND PINE TREE DRIVE ON THE
 DJ2621'RIGHT, TURN LEFT ON POINT DRIVE AND GO SOUTH FOR 0.35 MI (0.6 KM) TO
 DJ2621'THE JUNCTION OF RIO VISTA DRIVE ON THE LEFT, TURN LEFT ON RIO VISTA
 DJ2621'DRIVE AND GO SOUTHEAST FOR 0.05 MI (0.1 KM) TO THE RESIDENCE AT 18804
 DJ2621'RIO VISTA DRIVE ON THE LEFT AND THE MARK ON THE LEFT A FLDEP SURVEY
 DJ2621'DISK SET FLUSH IN THE TOP OF A CONCRETE SEAWALL CAP IN THE BACK OF THE
 DJ2621'VACANT GRASS LOT BETWEEN 18804 AND 18778 RIO VISTA DRIVE.
 DJ2621'
 DJ2621'LOCATED 171.3 FT (52.2 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DJ2621'RIO VISTA DRIVE, 110.5 FT (33.7 M) SOUTH OF THE APPROXIMATE CENTERLINE
 DJ2621'OF THE BOAT DOCK BEHIND THE RESIDENCE OF 18804 RIO VISTA DRIVE, 36.4
 DJ2621'FT (11.1 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE RESIDENCE AND 5.4
 DJ2621'FT (1.6 M) SOUTHEAST OF THE NORTH END OF THE SEAWALL ON THE PROPERTY
 DJ2621'LINE SOUTH OF 18804 RIO VISTA DRIVE.
 DJ2621
 DJ2621                          STATION RECOVERY (2025)
 DJ2621
 DJ2621'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DJ2621'MARK NOT FOUND.  PROPERTY OWNER ADVISED THAT THE SEAWALL HAS BEEN
 DJ2621'REDONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2976 ***********************************************************************
 AD2976  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2976  DESIGNATION -  872 2488 TIDAL BOOTHE 4
 AD2976  PID         -  AD2976
 AD2976  STATE/COUNTY-  FL/PALM BEACH
 AD2976  COUNTRY     -  US
 AD2976  USGS QUAD   -  JUPITER (2018)
 AD2976
 AD2976                         *CURRENT SURVEY CONTROL
 AD2976  ______________________________________________________________________
 AD2976* NAD 83(1986) POSITION- 26 57 05.     (N) 080 06 07.     (W)   SCALED
 AD2976* NAVD 88 ORTHO HEIGHT -     0.827 (meters)        2.71  (feet) ADJUSTED
 AD2976  ______________________________________________________________________
 AD2976  GEOID HEIGHT    -        -27.393 (meters)                     GEOID18
 AD2976  DYNAMIC HEIGHT  -          0.825 (meters)        2.71  (feet) COMP
 AD2976  MODELED GRAVITY -    979,093.9   (mgal)                       NAVD 88
 AD2976
 AD2976  VERT ORDER      -  SECOND    CLASS 0
 AD2976
 AD2976.The horizontal coordinates were scaled from a map and have
 AD2976.an estimated accuracy of +/- 6 seconds.
 AD2976
 AD2976.The orthometric height was determined by differential leveling and
 AD2976.adjusted by the NATIONAL GEODETIC SURVEY
 AD2976.in September 1996.
 AD2976
 AD2976.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2976.GEOID18 height accuracy estimate available here.
 AD2976
 AD2976.This Tidal Bench Mark is designated as VM 5526
 AD2976.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2976
 AD2976.This Tidal Bench Mark is designated as VM 5531
 AD2976.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2976
 AD2976.Click photographs - Photos may exist for this station.
 AD2976
 AD2976.The dynamic height is computed by dividing the NAVD 88
 AD2976.geopotential number by the normal gravity value computed on the
 AD2976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2976.degrees latitude (g = 980.6199 gals.).
 AD2976
 AD2976.The modeled gravity was interpolated from observed gravity values.
 AD2976
 AD2976;                    North         East    Units  Estimated Accuracy
 AD2976;SPC FL E     -   290,340.      289,170.      MT  (+/- 180 meters Scaled)
 AD2976
 AD2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK891813(NAD 83)
 AD2976
 AD2976                          SUPERSEDED SURVEY CONTROL
 AD2976
 AD2976  NAVD 88 (06/15/91)    0.837  (m)            2.75   (f) SUPERSEDED  2 0
 AD2976  NGVD 29 (??/??/92)    1.302  (m)            4.27   (f) SUPERSEDED  2 0
 AD2976  NGVD 29 (09/01/92)    1.283  (m)            4.21   (f) ADJUSTED    2 0
 AD2976
 AD2976.Superseded values are not recommended for survey control.
 AD2976
 AD2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2976.See file dsdata.pdf to determine how the superseded data were derived.
 AD2976
 AD2976_MARKER: DB = BENCH MARK DISK
 AD2976_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD2976+WITH SETTING: PAVEMENT
 AD2976_SP_SET: CONCRETE PAD
 AD2976_STAMPING: BOOTHE NO 4 1969
 AD2976_MARK LOGO: CGS
 AD2976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2976+STABILITY: SURFACE MOTION
 AD2976
 AD2976  HISTORY     - Date     Condition        Report By
 AD2976  HISTORY     - 1969     MONUMENTED       CGS
 AD2976  HISTORY     - 1970     GOOD             NGS
 AD2976  HISTORY     - 1970     GOOD             NGS
 AD2976  HISTORY     - 1980     GOOD             FLDNR
 AD2976  HISTORY     - 1980     GOOD             FLDNR
 AD2976  HISTORY     - 1986     GOOD             FLDNR
 AD2976  HISTORY     - 19890815 GOOD             USPSQD
 AD2976  HISTORY     - 19940725 GOOD             USPSQD
 AD2976  HISTORY     - 20020812 MARK NOT FOUND   USPSQD
 AD2976  HISTORY     - 20030908 MARK NOT FOUND   USPSQD
 AD2976
 AD2976                          STATION DESCRIPTION
 AD2976
 AD2976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2976'1.8 MI SW FROM TEQUESTA.
 AD2976'ABOUT 1.3 MILES WEST ALONG TEQUESTA DRIVE FROM THE JUNCTION OF
 AD2976'U.S. HIGHWAY 1 AT TEQUESTA, THENCE 0.5 MILE SOUTH ALONG POINT
 AD2976'DRIVE, AT ANCHORAGE POINT, ON THE NORTH BANK OF THE LOXAHACHEE
 AD2976'RIVER, IN THE REAR OF THE RESIDENCE OF A MRS MERCK, SET IN THE
 AD2976'TOP OF THE SOUTHWEST CORNER OF A 9-FOOT SQUARE CONCRETE BASE
 AD2976'WHICH IS FLUSH WITH THE GROUND, 34.5 FEET SOUTHWEST OF THE
 AD2976'SOUTHEAST CORNER OF THE SCREEN ENCLOSURE AROUND THE SWIMMING
 AD2976'POOL, 32 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE SCREEN
 AD2976'ENCLOSURE AROUND THE POOL, 21.3 FEET NORTH OF THE NORTHWEST
 AD2976'CORNER OF A SMALL WOODEN DOCK AND LEVEL WITH THE LAWN.
 AD2976
 AD2976                          STATION RECOVERY (1970)
 AD2976
 AD2976'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AD2976'RECOVERED IN GOOD CONDITION.
 AD2976
 AD2976                          STATION RECOVERY (1980)
 AD2976
 AD2976'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2976'RECOVERED IN GOOD CONDITION.
 AD2976
 AD2976                          STATION RECOVERY (1980)
 AD2976
 AD2976'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2976'RECOVERED IN GOOD CONDITION.
 AD2976
 AD2976                          STATION RECOVERY (1986)
 AD2976
 AD2976'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2976'RECOVERED IN GOOD CONDITION.
 AD2976
 AD2976                          STATION RECOVERY (1989)
 AD2976
 AD2976'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD2976'RECOVERED IN GOOD CONDITION.
 AD2976
 AD2976                          STATION RECOVERY (1994)
 AD2976
 AD2976'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2976'RECOVERED IN GOOD CONDITION.
 AD2976
 AD2976                          STATION RECOVERY (2002)
 AD2976
 AD2976'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2976'RESIDENCE OF MRS. MERCK REMOVED AND REBUILT. 9 FOOT SQUARE CONCRETE
 AD2976'BASE DESTROYED DURING CONSTRUCTION OF NEW HOUSE. HOUSE NUMBER IS 18714
 AD2976'
 AD2976
 AD2976                          STATION RECOVERY (2003)
 AD2976
 AD2976'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2976'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6259 ***********************************************************************
 AD6259  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6259  DESIGNATION -  872 2491 D TIDAL FLDNR
 AD6259  PID         -  AD6259
 AD6259  STATE/COUNTY-  FL/PALM BEACH
 AD6259  COUNTRY     -  US
 AD6259  USGS QUAD   -  JUPITER (2018)
 AD6259
 AD6259                         *CURRENT SURVEY CONTROL
 AD6259  ______________________________________________________________________
 AD6259* NAD 83(1986) POSITION- 26 57 08.     (N) 080 04 44.     (W)   SCALED
 AD6259* NAVD 88 ORTHO HEIGHT -     2.969 (meters)        9.74  (feet) ADJUSTED
 AD6259  ______________________________________________________________________
 AD6259  GEOID HEIGHT    -        -27.498 (meters)                     GEOID18
 AD6259  DYNAMIC HEIGHT  -          2.965 (meters)        9.73  (feet) COMP
 AD6259  MODELED GRAVITY -    979,092.7   (mgal)                       NAVD 88
 AD6259
 AD6259  VERT ORDER      -  SECOND    CLASS I
 AD6259
 AD6259.The horizontal coordinates were scaled from a map and have
 AD6259.an estimated accuracy of +/- 6 seconds.
 AD6259
 AD6259.The orthometric height was determined by differential leveling and
 AD6259.adjusted by the NATIONAL GEODETIC SURVEY
 AD6259.in June 1991.
 AD6259
 AD6259.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6259.GEOID18 height accuracy estimate available here.
 AD6259
 AD6259.This Tidal Bench Mark is designated as VM 17301
 AD6259.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6259
 AD6259.Click photographs - Photos may exist for this station.
 AD6259
 AD6259.The dynamic height is computed by dividing the NAVD 88
 AD6259.geopotential number by the normal gravity value computed on the
 AD6259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6259.degrees latitude (g = 980.6199 gals.).
 AD6259
 AD6259.The modeled gravity was interpolated from observed gravity values.
 AD6259
 AD6259;                    North         East    Units  Estimated Accuracy
 AD6259;SPC FL E     -   290,440.      291,460.      MT  (+/- 180 meters Scaled)
 AD6259
 AD6259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK914814(NAD 83)
 AD6259
 AD6259                          SUPERSEDED SURVEY CONTROL
 AD6259
 AD6259  NGVD 29 (09/01/92)    3.427  (m)           11.24   (f) ADJUSTED    2 1
 AD6259
 AD6259.Superseded values are not recommended for survey control.
 AD6259
 AD6259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6259.See file dsdata.pdf to determine how the superseded data were derived.
 AD6259
 AD6259_MARKER: DJ = TIDAL STATION DISK
 AD6259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6259_STAMPING: 2491 D 1981 BSM
 AD6259_MARK LOGO: FLDNR
 AD6259_PROJECTION: FLUSH
 AD6259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6259+STABILITY: SURFACE MOTION
 AD6259
 AD6259  HISTORY     - Date     Condition        Report By
 AD6259  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6259  HISTORY     - 19890808 MARK NOT FOUND   USPSQD
 AD6259  HISTORY     - 19940715 MARK NOT FOUND   USPSQD
 AD6259  HISTORY     - 20020703 MARK NOT FOUND   USPSQD
 AD6259  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 AD6259  HISTORY     - 20040917 MARK NOT FOUND   USPSQD
 AD6259  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6259
 AD6259                          STATION DESCRIPTION
 AD6259
 AD6259'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6259'0.4 MI EAST FROM TEQUESTA.
 AD6259'BEGIN AT THE JUNCTION OF STATE HIGHWAY 707 WITH U.S. HIGHWAY 1 IN
 AD6259'TEQUESTA, GO 0.4 MILE EAST ON HIGHWAY 707 TO THE MARK.  THE MARK BEARS
 AD6259'50.2 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 707, 233 FEET EAST OF THE
 AD6259'SOUTHEAST CORNER OF THE BRIDGE OVER THE INTRACOASTAL WATERWAY, 31.7
 AD6259'FEET WEST OF THE CENTERLINE OF THE ROAD TO JUPITER INLET COLONY, 3.1
 AD6259'FEET SOUTH OF THE NORTHWEST POST TO THE JUPITER INLET COLONY SIGN, AND
 AD6259'3.1 FEET WEST-SOUTHWEST OF THE SOUTHEAST POST TO THE SAME SIGN.
 AD6259
 AD6259                          STATION RECOVERY (1989)
 AD6259
 AD6259'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6259'MARK NOT FOUND.
 AD6259
 AD6259                          STATION RECOVERY (1994)
 AD6259
 AD6259'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6259'MARK NOT FOUND.
 AD6259
 AD6259                          STATION RECOVERY (2002)
 AD6259
 AD6259'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6259'MARK NOT FOUND.
 AD6259
 AD6259                          STATION RECOVERY (2003)
 AD6259
 AD6259'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6259'MARK NOT FOUND.
 AD6259
 AD6259                          STATION RECOVERY (2004)
 AD6259
 AD6259'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6259'MARK NOT FOUND.
 AD6259
 AD6259                          STATION RECOVERY (2005)
 AD6259
 AD6259'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6259'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6258 ***********************************************************************
 AD6258  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6258  DESIGNATION -  872 2491 E TIDAL
 AD6258  PID         -  AD6258
 AD6258  STATE/COUNTY-  FL/PALM BEACH
 AD6258  COUNTRY     -  US
 AD6258  USGS QUAD   -  JUPITER (2018)
 AD6258
 AD6258                         *CURRENT SURVEY CONTROL
 AD6258  ______________________________________________________________________
 AD6258* NAD 83(1986) POSITION- 26 57 09.64   (N) 080 04 37.81   (W)   HD_HELD1
 AD6258* NAVD 88 ORTHO HEIGHT -     2.716 (meters)        8.91  (feet) ADJUSTED
 AD6258  ______________________________________________________________________
 AD6258  GEOID HEIGHT    -        -27.507 (meters)                     GEOID18
 AD6258  DYNAMIC HEIGHT  -          2.712 (meters)        8.90  (feet) COMP
 AD6258  MODELED GRAVITY -    979,092.7   (mgal)                       NAVD 88
 AD6258
 AD6258  VERT ORDER      -  SECOND    CLASS I
 AD6258
 AD6258.The horizontal coordinates were determined by differentially corrected
 AD6258.hand held GPS observations or other comparable positioning techniques
 AD6258.and have an estimated accuracy of +/- 3 meters.
 AD6258
 AD6258.The orthometric height was determined by differential leveling and
 AD6258.adjusted by the NATIONAL GEODETIC SURVEY
 AD6258.in May 2010.
 AD6258
 AD6258.No vertical observational check was made to the station.
 AD6258
 AD6258.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6258.GEOID18 height accuracy estimate available here.
 AD6258
 AD6258.This Tidal Bench Mark is designated as VM 5537
 AD6258.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6258
 AD6258.Click photographs - Photos may exist for this station.
 AD6258
 AD6258.The dynamic height is computed by dividing the NAVD 88
 AD6258.geopotential number by the normal gravity value computed on the
 AD6258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6258.degrees latitude (g = 980.6199 gals.).
 AD6258
 AD6258.The modeled gravity was interpolated from observed gravity values.
 AD6258
 AD6258;                    North         East    Units  Estimated Accuracy
 AD6258;SPC FL E     -   290,495.4     291,630.7     MT  (+/- 3 meters HH1 GPS) 
 AD6258
 AD6258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9159981528(NAD 83)
 AD6258
 AD6258                          SUPERSEDED SURVEY CONTROL
 AD6258
 AD6258  NAVD 88 (06/15/91)    2.725  (m)            8.94   (f) SUPERSEDED  2 1
 AD6258  NGVD 29 (09/01/92)    3.182  (m)           10.44   (f) ADJUSTED    2 1
 AD6258
 AD6258.Superseded values are not recommended for survey control.
 AD6258
 AD6258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6258.See file dsdata.pdf to determine how the superseded data were derived.
 AD6258
 AD6258_MARKER: DD = SURVEY DISK
 AD6258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6258_STAMPING: 2491 E 1981 BSM
 AD6258_MARK LOGO: FLDNR
 AD6258_PROJECTION: RECESSED 5 CENTIMETERS
 AD6258_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6258+STABILITY: SURFACE MOTION
 AD6258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6258+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2023
 AD6258
 AD6258  HISTORY     - Date     Condition        Report By
 AD6258  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6258  HISTORY     - 1986     GOOD             FLDNR
 AD6258  HISTORY     - 19890808 GOOD             USPSQD
 AD6258  HISTORY     - 19940715 MARK NOT FOUND   USPSQD
 AD6258  HISTORY     - 20020629 GOOD             USPSQD
 AD6258  HISTORY     - 20030709 GOOD             USPSQD
 AD6258  HISTORY     - 20040917 GOOD             USPSQD
 AD6258  HISTORY     - 20060122 GOOD             FLDEP
 AD6258  HISTORY     - 20170222 GOOD             NGS
 AD6258  HISTORY     - 20231213 GOOD             GEOCAC
 AD6258
 AD6258                          STATION DESCRIPTION
 AD6258
 AD6258'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6258'0.4 MI EAST FROM TEQUESTA.
 AD6258'BEGIN AT THE JUNCTION OF STATE HIGHWAY 707 WITH U.S. HIGHWAY 1 IN
 AD6258'TEQUESTA, GO 0.4 MILE EAST ON HIGHWAY 707 TO THE MARK.  THE MARK BEARS
 AD6258'32.3 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 138 FEET EAST OF THE
 AD6258'NORTHEAST CORNER OF THE BRIDGE OVER THE INTRACOASTAL WATERWAY, 22.3
 AD6258'FEET WEST OF A BLUE U.S. MAILBOX, AND 2.6 FEET EAST OF THE EAST END OF
 AD6258'THE STEEL GUARDRAIL FOR THE BRIDGE.
 AD6258
 AD6258                          STATION RECOVERY (1986)
 AD6258
 AD6258'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6258'RECOVERED IN GOOD CONDITION.
 AD6258
 AD6258                          STATION RECOVERY (1989)
 AD6258
 AD6258'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6258'RECOVERED IN GOOD CONDITION.
 AD6258
 AD6258                          STATION RECOVERY (1994)
 AD6258
 AD6258'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6258'MARK NOT FOUND.
 AD6258
 AD6258                          STATION RECOVERY (2002)
 AD6258
 AD6258'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6258'U.S. MAILBOX IS GONE. MARK IS 6.3 FEET WEST OF NORTHWEST CORNER OF
 AD6258'CONCRETE PAD USED FOR NEWSPAPER VENDING MACHINES. MARK IS 2 INCHES
 AD6258'BELOW GRADE UNDER TURF GRASS.
 AD6258'
 AD6258
 AD6258                          STATION RECOVERY (2003)
 AD6258
 AD6258'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6258'RECOVERED IN GOOD CONDITION.
 AD6258
 AD6258                          STATION RECOVERY (2004)
 AD6258
 AD6258'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6258'RECOVERED IN GOOD CONDITION.
 AD6258
 AD6258                          STATION RECOVERY (2006)
 AD6258
 AD6258'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6258'RECOVERED AS DESCRIBED.
 AD6258
 AD6258                          STATION RECOVERY (2017)
 AD6258
 AD6258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 AD6258'RECOVERED IN GOOD CONDITION.
 AD6258
 AD6258                          STATION RECOVERY (2023)
 AD6258
 AD6258'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD6258'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8066 ***********************************************************************
 AD8066  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8066  DESIGNATION -  872 2491 F TIDAL
 AD8066  PID         -  AD8066
 AD8066  STATE/COUNTY-  FL/PALM BEACH
 AD8066  COUNTRY     -  US
 AD8066  USGS QUAD   -  JUPITER (2018)
 AD8066
 AD8066                         *CURRENT SURVEY CONTROL
 AD8066  ______________________________________________________________________
 AD8066* NAD 83(1986) POSITION- 26 57 08.     (N) 080 04 47.     (W)   SCALED
 AD8066* NAVD 88 ORTHO HEIGHT -     5.176 (meters)       16.98  (feet) ADJUSTED
 AD8066  ______________________________________________________________________
 AD8066  GEOID HEIGHT    -        -27.494 (meters)                     GEOID18
 AD8066  DYNAMIC HEIGHT  -          5.168 (meters)       16.96  (feet) COMP
 AD8066  MODELED GRAVITY -    979,092.7   (mgal)                       NAVD 88
 AD8066
 AD8066  VERT ORDER      -  SECOND    CLASS I
 AD8066
 AD8066.The horizontal coordinates were scaled from a map and have
 AD8066.an estimated accuracy of +/- 6 seconds.
 AD8066
 AD8066.The orthometric height was determined by differential leveling and
 AD8066.adjusted by the NATIONAL GEODETIC SURVEY
 AD8066.in September 1996.
 AD8066
 AD8066.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8066.GEOID18 height accuracy estimate available here.
 AD8066
 AD8066.This Tidal Bench Mark is designated as VM 17232
 AD8066.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8066
 AD8066.Click photographs - Photos may exist for this station.
 AD8066
 AD8066.The dynamic height is computed by dividing the NAVD 88
 AD8066.geopotential number by the normal gravity value computed on the
 AD8066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8066.degrees latitude (g = 980.6199 gals.).
 AD8066
 AD8066.The modeled gravity was interpolated from observed gravity values.
 AD8066
 AD8066;                    North         East    Units  Estimated Accuracy
 AD8066;SPC FL E     -   290,440.      291,380.      MT  (+/- 180 meters Scaled)
 AD8066
 AD8066_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913814(NAD 83)
 AD8066
 AD8066                          SUPERSEDED SURVEY CONTROL
 AD8066
 AD8066  NGVD 29 (09/01/92)    5.636  (m)           18.49   (f) ADJUSTED    2 1
 AD8066
 AD8066.Superseded values are not recommended for survey control.
 AD8066
 AD8066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8066.See file dsdata.pdf to determine how the superseded data were derived.
 AD8066
 AD8066_MARKER: DJ = TIDAL STATION DISK
 AD8066_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD8066+WITH SETTING: PAVEMENT
 AD8066_SP_SET: CONCRETE BASE FOR SIGNAL LIGHT
 AD8066_STAMPING: 2491 F 1986
 AD8066_MARK LOGO: NOS
 AD8066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8066+STABILITY: SURFACE MOTION
 AD8066
 AD8066  HISTORY     - Date     Condition        Report By
 AD8066  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8066  HISTORY     - 19940716 GOOD             USPSQD
 AD8066  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AD8066  HISTORY     - 20020629 MARK NOT FOUND   USPSQD
 AD8066  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 AD8066  HISTORY     - 20040917 MARK NOT FOUND   USPSQD
 AD8066
 AD8066                          STATION DESCRIPTION
 AD8066
 AD8066'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8066'IN JUPITER.
 AD8066'THE MARK IS NEAR THE STATE ROAD 707 BRIDGE OVER THE INTRACOASTAL
 AD8066'WATERWAY, 235 FEET WEST OF THE SOUTHWEST CORNER OF THE BRIDGE, 26.9
 AD8066'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 105 FEET EAST OF THE WEST
 AD8066'END OF A METAL GUARDRAIL AND IS SET IN THE NORTHWEST CORNER OF THE
 AD8066'CONCRETE BASE FOR THE BRIDGE SIGNAL LIGHT.
 AD8066
 AD8066                          STATION RECOVERY (1994)
 AD8066
 AD8066'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8066'RECOVERED IN GOOD CONDITION.
 AD8066
 AD8066                          STATION RECOVERY (2001)
 AD8066
 AD8066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD8066'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD8066
 AD8066                          STATION RECOVERY (2002)
 AD8066
 AD8066'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8066'BRIDGE SIGNAL LIGHT REPLACED AND RELOCATED. OLD CONCRETE BASE
 AD8066'DESTROYED.
 AD8066'
 AD8066
 AD8066                          STATION RECOVERY (2003)
 AD8066
 AD8066'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8066'MARK NOT FOUND.
 AD8066
 AD8066                          STATION RECOVERY (2004)
 AD8066
 AD8066'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD8066'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6257 ***********************************************************************
 AD6257  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6257  DESIGNATION -  872 2491 TIDAL 1
 AD6257  PID         -  AD6257
 AD6257  STATE/COUNTY-  FL/PALM BEACH
 AD6257  COUNTRY     -  US
 AD6257  USGS QUAD   -  JUPITER (2018)
 AD6257
 AD6257                         *CURRENT SURVEY CONTROL
 AD6257  ______________________________________________________________________
 AD6257* NAD 83(1986) POSITION- 26 57 09.4    (N) 080 04 43.1    (W)   HD_HELD2
 AD6257* NAVD 88 ORTHO HEIGHT -     8.786 (meters)       28.83  (feet) ADJUSTED
 AD6257  ______________________________________________________________________
 AD6257  GEOID HEIGHT    -        -27.500 (meters)                     GEOID18
 AD6257  DYNAMIC HEIGHT  -          8.772 (meters)       28.78  (feet) COMP
 AD6257  MODELED GRAVITY -    979,092.7   (mgal)                       NAVD 88
 AD6257
 AD6257  VERT ORDER      -  SECOND    CLASS I
 AD6257
 AD6257.The horizontal coordinates were established by autonomous hand held GPS
 AD6257.observations and have an estimated accuracy of +/- 10 meters.
 AD6257
 AD6257.The orthometric height was determined by differential leveling and
 AD6257.adjusted by the NATIONAL GEODETIC SURVEY
 AD6257.in May 2010.
 AD6257
 AD6257.No vertical observational check was made to the station.
 AD6257
 AD6257.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6257.GEOID18 height accuracy estimate available here.
 AD6257
 AD6257.This Tidal Bench Mark is designated as VM 5536
 AD6257.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6257
 AD6257.Click photographs - Photos may exist for this station.
 AD6257
 AD6257.The dynamic height is computed by dividing the NAVD 88
 AD6257.geopotential number by the normal gravity value computed on the
 AD6257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6257.degrees latitude (g = 980.6199 gals.).
 AD6257
 AD6257.The modeled gravity was interpolated from observed gravity values.
 AD6257
 AD6257;                    North         East    Units  Estimated Accuracy
 AD6257;SPC FL E     -   290,487.      291,485.      MT  (+/- 10 meters HH2 GPS)
 AD6257
 AD6257_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9145381519(NAD 83)
 AD6257
 AD6257                          SUPERSEDED SURVEY CONTROL
 AD6257
 AD6257  NAVD 88 (06/15/91)    8.784  (m)           28.82   (f) SUPERSEDED  2 1
 AD6257  NGVD 29 (09/01/92)    9.244  (m)           30.33   (f) ADJUSTED    2 1
 AD6257
 AD6257.Superseded values are not recommended for survey control.
 AD6257
 AD6257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6257.See file dsdata.pdf to determine how the superseded data were derived.
 AD6257
 AD6257_MARKER: DB = BENCH MARK DISK
 AD6257_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD6257_SP_SET: BRIDGE WALKWAY
 AD6257_STAMPING: NO 1 1972
 AD6257_MARK LOGO: CGS
 AD6257_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6257_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6257+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2023
 AD6257
 AD6257  HISTORY     - Date     Condition        Report By
 AD6257  HISTORY     - 1972     MONUMENTED       NOS
 AD6257  HISTORY     - 1981     GOOD             FLDNR
 AD6257  HISTORY     - 1986     GOOD             FLDNR
 AD6257  HISTORY     - 19890808 GOOD             USPSQD
 AD6257  HISTORY     - 19940715 GOOD             USPSQD
 AD6257  HISTORY     - 20010331 GOOD             NGS
 AD6257  HISTORY     - 20020629 GOOD             USPSQD
 AD6257  HISTORY     - 20030709 GOOD             USPSQD
 AD6257  HISTORY     - 20040917 GOOD             USPSQD
 AD6257  HISTORY     - 20060122 GOOD             FLDEP
 AD6257  HISTORY     - 20170222 GOOD             NGS
 AD6257  HISTORY     - 20231213 GOOD             GEOCAC
 AD6257
 AD6257                          STATION DESCRIPTION
 AD6257
 AD6257'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6257'IN JUPITER.
 AD6257'BEGIN AT THE JUNCTION OF STATE HIGHWAY 707 AND U.S. HIGHWAY 1 IN
 AD6257'TEQUESTA, GO 0.35 MILE EAST ALONG HIGHWAY 707 TO A BRIDGE OVER THE
 AD6257'INTRACOASTAL WATERWAY AND THE MARK.  THE MARK BEARS 19.5 FEET NORTH OF
 AD6257'HIGHWAY 707 CENTERLINE, 230 FEET EAST OF THE WEST END OF THE BRIDGE,
 AD6257'AND 375 FEET WEST OF THE EAST END OF THE BRIDGE.
 AD6257'THE MARK IS 0.5 FT ABOVE HIGHWAY.
 AD6257
 AD6257                          STATION RECOVERY (1986)
 AD6257
 AD6257'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6257'RECOVERED IN GOOD CONDITION.
 AD6257
 AD6257                          STATION RECOVERY (1989)
 AD6257
 AD6257'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6257'RECOVERED IN GOOD CONDITION.
 AD6257
 AD6257                          STATION RECOVERY (1994)
 AD6257
 AD6257'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6257'RECOVERED IN GOOD CONDITION.
 AD6257
 AD6257                          STATION RECOVERY (2001)
 AD6257
 AD6257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD6257'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD6257
 AD6257                          STATION RECOVERY (2002)
 AD6257
 AD6257'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6257'RECOVERED IN GOOD CONDITION.
 AD6257
 AD6257                          STATION RECOVERY (2003)
 AD6257
 AD6257'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6257'RECOVERED IN GOOD CONDITION.
 AD6257
 AD6257                          STATION RECOVERY (2004)
 AD6257
 AD6257'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6257'RECOVERED IN GOOD CONDITION.
 AD6257
 AD6257                          STATION RECOVERY (2006)
 AD6257
 AD6257'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6257'RECOVERED AS DESCRIBED.
 AD6257
 AD6257                          STATION RECOVERY (2017)
 AD6257
 AD6257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 AD6257'RECOVERED IN GOOD CONDITION.
 AD6257
 AD6257                          STATION RECOVERY (2023)
 AD6257
 AD6257'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD6257'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6251 ***********************************************************************
 AD6251  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6251  DESIGNATION -  872 2492 C TIDAL
 AD6251  PID         -  AD6251
 AD6251  STATE/COUNTY-  FL/PALM BEACH
 AD6251  COUNTRY     -  US
 AD6251  USGS QUAD   -  JUPITER (2018)
 AD6251
 AD6251                         *CURRENT SURVEY CONTROL
 AD6251  ______________________________________________________________________
 AD6251* NAD 83(1986) POSITION- 26 56 51.     (N) 080 05 23.     (W)   SCALED
 AD6251* NAVD 88 ORTHO HEIGHT -     5.813 (meters)       19.07  (feet) ADJUSTED
 AD6251  ______________________________________________________________________
 AD6251  GEOID HEIGHT    -        -27.429 (meters)                     GEOID18
 AD6251  DYNAMIC HEIGHT  -          5.804 (meters)       19.04  (feet) COMP
 AD6251  MODELED GRAVITY -    979,093.4   (mgal)                       NAVD 88
 AD6251
 AD6251  VERT ORDER      -  FIRST     CLASS II
 AD6251
 AD6251.The horizontal coordinates were scaled from a map and have
 AD6251.an estimated accuracy of +/- 6 seconds.
 AD6251
 AD6251.The orthometric height was determined by differential leveling and
 AD6251.adjusted by the NATIONAL GEODETIC SURVEY
 AD6251.in May 2003.
 AD6251
 AD6251.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6251.GEOID18 height accuracy estimate available here.
 AD6251
 AD6251.This Tidal Bench Mark is designated as VM 5543
 AD6251.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6251
 AD6251.Click photographs - Photos may exist for this station.
 AD6251
 AD6251.The dynamic height is computed by dividing the NAVD 88
 AD6251.geopotential number by the normal gravity value computed on the
 AD6251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6251.degrees latitude (g = 980.6199 gals.).
 AD6251
 AD6251.The modeled gravity was interpolated from observed gravity values.
 AD6251
 AD6251;                    North         East    Units  Estimated Accuracy
 AD6251;SPC FL E     -   289,910.      290,390.      MT  (+/- 180 meters Scaled)
 AD6251
 AD6251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK903809(NAD 83)
 AD6251
 AD6251                          SUPERSEDED SURVEY CONTROL
 AD6251
 AD6251  NAVD 88 (09/06/96)    5.817  (m)           19.08   (f) SUPERSEDED  1 2
 AD6251  NAVD 88 (05/20/94)    5.813  (m)           19.07   (f) SUPERSEDED  1 2
 AD6251  NAVD 88 (06/15/91)    5.816  (m)           19.08   (f) SUPERSEDED  1 2
 AD6251  NGVD 29 (09/01/92)    6.272  (m)           20.58   (f) ADJUSTED    1 2
 AD6251
 AD6251.Superseded values are not recommended for survey control.
 AD6251
 AD6251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6251.See file dsdata.pdf to determine how the superseded data were derived.
 AD6251
 AD6251_MARKER: DD = SURVEY DISK
 AD6251_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6251_SP_SET: BRIDGE GUARDRAIL
 AD6251_STAMPING: 2492 C 1981
 AD6251_MARK LOGO: FLSRD
 AD6251_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6251+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 AD6251
 AD6251  HISTORY     - Date     Condition        Report By
 AD6251  HISTORY     - 1981     MONUMENTED       FLDT
 AD6251  HISTORY     - 1981     GOOD             FLDNR
 AD6251  HISTORY     - 19910122 GOOD             NGS
 AD6251  HISTORY     - 20020629 GOOD             USPSQD
 AD6251  HISTORY     - 20030707 GOOD             USPSQD
 AD6251  HISTORY     - 20040301 GOOD             FLDEP
 AD6251  HISTORY     - 20040917 GOOD             USPSQD
 AD6251  HISTORY     - 20060202 GOOD             FLDEP
 AD6251  HISTORY     - 20070507 MARK NOT FOUND   LBFH
 AD6251
 AD6251                          STATION DESCRIPTION
 AD6251
 AD6251'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6251'IN JUPITER.
 AD6251'THE MARK IS 4 FT ABOVE HIGHWAY.
 AD6251'BEGIN AT THE ALTERNATE A1A BRIDGE OVER THE LOXAHATCHEE RIVER IN
 AD6251'JUPITER.  THE MARK IS SET IN THE TOP OF THE CONCRETE GUARDRAIL FOR THE
 AD6251'BRIDGE, 1.0 FOOT SOUTHWEST OF THE NORTHEAST CORNER OF THE TRUE BRIDGE
 AD6251'CORNER, 7.3 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE RAILING, AND
 AD6251'29.6 FEET SOUTHEAST OF THE CENTERLINE OF ALTERNATE A1A.
 AD6251
 AD6251                          STATION RECOVERY (1991)
 AD6251
 AD6251'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD6251'1.7 KM (1.1 MI) NORTHERLY ALONG STATE HIGHWAY 811 (A1A ALTERNATE)
 AD6251'FROM THE JUNCTION OF STATE HIGHWAY 706 (INDIANTOWN ROAD) IN JUPITER,
 AD6251'IN TOP OF AND 0.3 M (1.0 FT) SOUTHWEST OF THE NORTHEAST END OF THE
 AD6251'SOUTHEAST CONCRETE BRIDGE RAIL OF THE HIGHWAY BRIDGE SPANNING THE
 AD6251'LOXAHATCHEE RIVER, 6.6 M (21.7 FT) SOUTHEAST OF THE CENTERLINE OF THE
 AD6251'NORTHBOUND LANES OF THE HIGHWAY, AND 1.0 M (3.3 FT) ABOVE THE LEVEL
 AD6251'OF THE HIGHWAY.
 AD6251
 AD6251                          STATION RECOVERY (2002)
 AD6251
 AD6251'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6251'RECOVERED IN GOOD CONDITION.
 AD6251
 AD6251                          STATION RECOVERY (2003)
 AD6251
 AD6251'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6251'RECOVERED IN GOOD CONDITION.
 AD6251
 AD6251                          STATION RECOVERY (2004)
 AD6251
 AD6251'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 AD6251'RECOVER AS DESCRIBED.
 AD6251
 AD6251                          STATION RECOVERY (2004)
 AD6251
 AD6251'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6251'RECOVERED IN GOOD CONDITION.
 AD6251
 AD6251                          STATION RECOVERY (2006)
 AD6251
 AD6251'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6251'RECOVERED AS DESCRIBED.
 AD6251
 AD6251                          STATION RECOVERY (2007)
 AD6251
 AD6251'RECOVERY NOTE BY LINDAHL BROWNING FERRARI HELLSTROM 2007 (GB)
 AD6251'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6260 ***********************************************************************
 AD6260  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6260  DESIGNATION -  872 2492 D TIDAL
 AD6260  PID         -  AD6260
 AD6260  STATE/COUNTY-  FL/PALM BEACH
 AD6260  COUNTRY     -  US
 AD6260  USGS QUAD   -  JUPITER (2018)
 AD6260
 AD6260                         *CURRENT SURVEY CONTROL
 AD6260  ______________________________________________________________________
 AD6260* NAD 83(1986) POSITION- 26 56 51.     (N) 080 05 23.     (W)   SCALED
 AD6260* NAVD 88 ORTHO HEIGHT -     3.476 (meters)       11.40  (feet) ADJUSTED
 AD6260  ______________________________________________________________________
 AD6260  GEOID HEIGHT    -        -27.429 (meters)                     GEOID18
 AD6260  DYNAMIC HEIGHT  -          3.470 (meters)       11.38  (feet) COMP
 AD6260  MODELED GRAVITY -    979,093.4   (mgal)                       NAVD 88
 AD6260
 AD6260  VERT ORDER      -  SECOND    CLASS I
 AD6260
 AD6260.The horizontal coordinates were scaled from a map and have
 AD6260.an estimated accuracy of +/- 6 seconds.
 AD6260
 AD6260.The orthometric height was determined by differential leveling and
 AD6260.adjusted by the NATIONAL GEODETIC SURVEY
 AD6260.in June 1991.
 AD6260
 AD6260.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6260.GEOID18 height accuracy estimate available here.
 AD6260
 AD6260.This Tidal Bench Mark is designated as VM 5544
 AD6260.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6260
 AD6260.Click photographs - Photos may exist for this station.
 AD6260
 AD6260.The dynamic height is computed by dividing the NAVD 88
 AD6260.geopotential number by the normal gravity value computed on the
 AD6260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6260.degrees latitude (g = 980.6199 gals.).
 AD6260
 AD6260.The modeled gravity was interpolated from observed gravity values.
 AD6260
 AD6260;                    North         East    Units  Estimated Accuracy
 AD6260;SPC FL E     -   289,910.      290,390.      MT  (+/- 180 meters Scaled)
 AD6260
 AD6260_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK903809(NAD 83)
 AD6260
 AD6260                          SUPERSEDED SURVEY CONTROL
 AD6260
 AD6260  NGVD 29 (09/01/92)    3.932  (m)           12.90   (f) ADJUSTED    2 1
 AD6260
 AD6260.Superseded values are not recommended for survey control.
 AD6260
 AD6260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6260.See file dsdata.pdf to determine how the superseded data were derived.
 AD6260
 AD6260_MARKER: DD = SURVEY DISK
 AD6260_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6260_SP_SET: BRIDGE GUARDRAIL
 AD6260_STAMPING: 2492 D 1981
 AD6260_MARK LOGO: FLSRD
 AD6260_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6260_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6260+SATELLITE: SATELLITE OBSERVATIONS - February 02, 2006
 AD6260
 AD6260  HISTORY     - Date     Condition        Report By
 AD6260  HISTORY     - 1981     MONUMENTED       FLDT
 AD6260  HISTORY     - 1981     GOOD             FLDNR
 AD6260  HISTORY     - 1986     GOOD             FLDNR
 AD6260  HISTORY     - 19940709 GOOD             USPSQD
 AD6260  HISTORY     - 20020629 GOOD             USPSQD
 AD6260  HISTORY     - 20030707 GOOD             USPSQD
 AD6260  HISTORY     - 20040917 GOOD             USPSQD
 AD6260  HISTORY     - 20060202 GOOD             FLDEP
 AD6260  HISTORY     - 20070507 MARK NOT FOUND   LBFH
 AD6260
 AD6260                          STATION DESCRIPTION
 AD6260
 AD6260'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6260'IN JUPITER.
 AD6260'BEGIN AT THE ALTERNATE A1A BRIDGE OVER THE LOXAHATCHEE RIVER IN
 AD6260'JUPITER.  THE MARK IS SET IN THE TOP OF THE BRIDGE GUARDRAIL ON THE
 AD6260'WEST SIDE OF THE BRIDGE, 1.0 FOOT NORTHEAST OF THE SOUTHWEST CORNER OF
 AD6260'THE TRUE BRIDGE CORNER, 29.0 FEET NORTHWEST OF THE CENTERLINE OF THE
 AD6260'HIGHWAY, 176.1 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 AD6260'GUARDRAIL, AND 4.2 FEET SOUTHWEST OF A LIGHTPOLE.
 AD6260'THE MARK IS 4 FT ABOVE HIGHWAY.
 AD6260
 AD6260                          STATION RECOVERY (1986)
 AD6260
 AD6260'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6260'RECOVERED IN GOOD CONDITION.
 AD6260
 AD6260                          STATION RECOVERY (1994)
 AD6260
 AD6260'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6260'RECOVERED IN GOOD CONDITION.
 AD6260
 AD6260                          STATION RECOVERY (2002)
 AD6260
 AD6260'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6260'RECOVERED IN GOOD CONDITION.
 AD6260
 AD6260                          STATION RECOVERY (2003)
 AD6260
 AD6260'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6260'RECOVERED IN GOOD CONDITION.
 AD6260
 AD6260                          STATION RECOVERY (2004)
 AD6260
 AD6260'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6260'RECOVERED IN GOOD CONDITION.
 AD6260
 AD6260                          STATION RECOVERY (2006)
 AD6260
 AD6260'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6260'RECOVERED AS DESCRIBED.
 AD6260
 AD6260                          STATION RECOVERY (2007)
 AD6260
 AD6260'RECOVERY NOTE BY LINDAHL BROWNING FERRARI HELLSTROM 2007 (GB)
 AD6260'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5652 ***********************************************************************
 AD5652  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5652  DESIGNATION -  872 2492 TIDAL 2
 AD5652  PID         -  AD5652
 AD5652  STATE/COUNTY-  FL/PALM BEACH
 AD5652  COUNTRY     -  US
 AD5652  USGS QUAD   -  JUPITER (2018)
 AD5652
 AD5652                         *CURRENT SURVEY CONTROL
 AD5652  ______________________________________________________________________
 AD5652* NAD 83(1986) POSITION- 26 56 54.     (N) 080 05 27.     (W)   SCALED
 AD5652* NAVD 88 ORTHO HEIGHT -     0.623 (meters)        2.04  (feet) ADJUSTED
 AD5652  ______________________________________________________________________
 AD5652  GEOID HEIGHT    -        -27.428 (meters)                     GEOID18
 AD5652  DYNAMIC HEIGHT  -          0.622 (meters)        2.04  (feet) COMP
 AD5652  MODELED GRAVITY -    979,093.4   (mgal)                       NAVD 88
 AD5652
 AD5652  VERT ORDER      -  SECOND    CLASS I
 AD5652
 AD5652.The horizontal coordinates were scaled from a map and have
 AD5652.an estimated accuracy of +/- 6 seconds.
 AD5652
 AD5652.The orthometric height was determined by differential leveling and
 AD5652.adjusted by the NATIONAL GEODETIC SURVEY
 AD5652.in May 2010.
 AD5652
 AD5652.No vertical observational check was made to the station.
 AD5652
 AD5652.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5652.GEOID18 height accuracy estimate available here.
 AD5652
 AD5652.This Tidal Bench Mark is designated as VM 5541
 AD5652.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5652
 AD5652.Click photographs - Photos may exist for this station.
 AD5652
 AD5652.The dynamic height is computed by dividing the NAVD 88
 AD5652.geopotential number by the normal gravity value computed on the
 AD5652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5652.degrees latitude (g = 980.6199 gals.).
 AD5652
 AD5652.The modeled gravity was interpolated from observed gravity values.
 AD5652
 AD5652;                    North         East    Units  Estimated Accuracy
 AD5652;SPC FL E     -   290,000.      290,280.      MT  (+/- 180 meters Scaled)
 AD5652
 AD5652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK902810(NAD 83)
 AD5652
 AD5652                          SUPERSEDED SURVEY CONTROL
 AD5652
 AD5652  NAVD 88 (06/15/91)    0.628  (m)            2.06   (f) SUPERSEDED  2 0
 AD5652  NGVD 29 (09/01/92)    1.084  (m)            3.56   (f) ADJUSTED    2 0
 AD5652
 AD5652.Superseded values are not recommended for survey control.
 AD5652
 AD5652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5652.See file dsdata.pdf to determine how the superseded data were derived.
 AD5652
 AD5652_MARKER: DB = BENCH MARK DISK
 AD5652_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5652_SP_SET: SEAWALL
 AD5652_STAMPING: NO 2 1973
 AD5652_MARK LOGO: CGS
 AD5652_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5652+STABILITY: SURFACE MOTION
 AD5652_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5652+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2018
 AD5652
 AD5652  HISTORY     - Date     Condition        Report By
 AD5652  HISTORY     - 1973     MONUMENTED       NOS
 AD5652  HISTORY     - 1981     GOOD             FLDNR
 AD5652  HISTORY     - 1981     GOOD             FLDNR
 AD5652  HISTORY     - 1986     GOOD             FLDNR
 AD5652  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 AD5652  HISTORY     - 20020629 POOR             USPSQD
 AD5652  HISTORY     - 20030707 POOR             USPSQD
 AD5652  HISTORY     - 20040917 POOR             USPSQD
 AD5652  HISTORY     - 20060131 GOOD             FLDEP
 AD5652  HISTORY     - 20070406 GOOD             WANTGP
 AD5652  HISTORY     - 20070509 GOOD             LBFH
 AD5652  HISTORY     - 20181018 GOOD             AMEC
 AD5652  HISTORY     - 20231222 MARK NOT FOUND   GEOCAC
 AD5652
 AD5652                          STATION DESCRIPTION
 AD5652
 AD5652'DESCRIBED BY NATIONAL OCEAN SERVICE 1973
 AD5652'0.5 MI N FROM JUPITER.
 AD5652'TO REACH THE MARK LOCATION, PROCEED TO THE N END OF HWY. A1A
 AD5652'BRIDGE ACROSS THE MOUTH OF THE LOXAHATCHEE RIVER AT JUPITER
 AD5652'INLET.  SET FLUSH IN A CONCRETE SEAWALL.  IT IS 100 FEET W OF THE
 AD5652'W EDGE OF HWY. A1A, 29.4 FEET NE OF MARK NO. 1 AND 39.2 FEET
 AD5652'W OF MARK NO. 3.  NOTE-- THIS MARK MAY BE DESTROYED WHEN THE
 AD5652'NEW DAMON BRIDGE IS BUILT OVER THE LOXAHATCHEE RIVER WITHIN THE
 AD5652'NEXT 12 MONTHS.
 AD5652
 AD5652                          STATION RECOVERY (1981)
 AD5652
 AD5652'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD5652'RECOVERED IN GOOD CONDITION.
 AD5652
 AD5652                          STATION RECOVERY (1981)
 AD5652
 AD5652'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD5652'RECOVERED IN GOOD CONDITION.
 AD5652
 AD5652                          STATION RECOVERY (1986)
 AD5652
 AD5652'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5652'RECOVERED IN GOOD CONDITION.
 AD5652
 AD5652                          STATION RECOVERY (1994)
 AD5652
 AD5652'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5652'MARK NOT FOUND.
 AD5652
 AD5652                          STATION RECOVERY (2002)
 AD5652
 AD5652'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD5652'STAMPING ON MARK WORN AND ILLEGIBLE. MARK IS NOW LOCATED
 AD5652'UNDER THE NEW HIGHWAY AIA BRIDGE. MARK NO. 1 NOT FOUND.
 AD5652
 AD5652                          STATION RECOVERY (2003)
 AD5652
 AD5652'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5652'MARK RECOVERED IN POOR CONDITION.
 AD5652
 AD5652                          STATION RECOVERY (2004)
 AD5652
 AD5652'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5652'MARK RECOVERED IN POOR CONDITION.
 AD5652
 AD5652                          STATION RECOVERY (2006)
 AD5652
 AD5652'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5652'RECOVERED AS DESCRIBED, SOLID IN PLACE BUT STAMPING IS NO LONGER
 AD5652'LEGIBLE.
 AD5652
 AD5652                          STATION RECOVERY (2007)
 AD5652
 AD5652'RECOVERY NOTE BY WANTMAN GROUP INC 2007 (MJS)
 AD5652'RECOVERED IN GOOD CONDITION.
 AD5652
 AD5652                          STATION RECOVERY (2007)
 AD5652
 AD5652'RECOVERY NOTE BY LINDAHL BROWNING FERRARI HELLSTROM 2007 (GB)
 AD5652'DISK SCRATCHED BUT STILL GOOD
 AD5652
 AD5652                          STATION RECOVERY (2018)
 AD5652
 AD5652'RECOVERY NOTE BY AMEC EARTH & ENVIRONMENTAL 2018 (CB)
 AD5652'RECOVERED IN GOOD CONDITION.
 AD5652
 AD5652                          STATION RECOVERY (2023)
 AD5652
 AD5652'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD5652'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5653 ***********************************************************************
 AD5653  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5653  DESIGNATION -  872 2492 TIDAL 3
 AD5653  PID         -  AD5653
 AD5653  STATE/COUNTY-  FL/PALM BEACH
 AD5653  COUNTRY     -  US
 AD5653  USGS QUAD   -  JUPITER (2018)
 AD5653
 AD5653                         *CURRENT SURVEY CONTROL
 AD5653  ______________________________________________________________________
 AD5653* NAD 83(1986) POSITION- 26 56 51.     (N) 080 05 23.     (W)   SCALED
 AD5653* NAVD 88 ORTHO HEIGHT -     0.625 (meters)        2.05  (feet) ADJUSTED
 AD5653  ______________________________________________________________________
 AD5653  GEOID HEIGHT    -        -27.429 (meters)                     GEOID18
 AD5653  DYNAMIC HEIGHT  -          0.624 (meters)        2.05  (feet) COMP
 AD5653  MODELED GRAVITY -    979,093.4   (mgal)                       NAVD 88
 AD5653
 AD5653  VERT ORDER      -  SECOND    CLASS I
 AD5653
 AD5653.The horizontal coordinates were scaled from a map and have
 AD5653.an estimated accuracy of +/- 6 seconds.
 AD5653
 AD5653.The orthometric height was determined by differential leveling and
 AD5653.adjusted by the NATIONAL GEODETIC SURVEY
 AD5653.in May 2010.
 AD5653
 AD5653.No vertical observational check was made to the station.
 AD5653
 AD5653.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5653.GEOID18 height accuracy estimate available here.
 AD5653
 AD5653.This Tidal Bench Mark is designated as VM 5542
 AD5653.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5653
 AD5653.Click photographs - Photos may exist for this station.
 AD5653
 AD5653.The dynamic height is computed by dividing the NAVD 88
 AD5653.geopotential number by the normal gravity value computed on the
 AD5653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5653.degrees latitude (g = 980.6199 gals.).
 AD5653
 AD5653.The modeled gravity was interpolated from observed gravity values.
 AD5653
 AD5653;                    North         East    Units  Estimated Accuracy
 AD5653;SPC FL E     -   289,910.      290,390.      MT  (+/- 180 meters Scaled)
 AD5653
 AD5653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK903809(NAD 83)
 AD5653
 AD5653                          SUPERSEDED SURVEY CONTROL
 AD5653
 AD5653  NAVD 88 (06/15/91)    0.631  (m)            2.07   (f) SUPERSEDED  2 0
 AD5653  NGVD 29 (09/01/92)    1.087  (m)            3.57   (f) ADJUSTED    2 0
 AD5653
 AD5653.Superseded values are not recommended for survey control.
 AD5653
 AD5653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5653.See file dsdata.pdf to determine how the superseded data were derived.
 AD5653
 AD5653_MARKER: DB = BENCH MARK DISK
 AD5653_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5653_SP_SET: SEAWALL
 AD5653_STAMPING: NO 3 1973
 AD5653_MARK LOGO: CGS
 AD5653_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5653+STABILITY: SURFACE MOTION
 AD5653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5653+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2018
 AD5653
 AD5653  HISTORY     - Date     Condition        Report By
 AD5653  HISTORY     - 1973     MONUMENTED       NOS
 AD5653  HISTORY     - 1981     GOOD             FLDNR
 AD5653  HISTORY     - 1986     GOOD             FLDNR
 AD5653  HISTORY     - 19940709 MARK NOT FOUND   USPSQD
 AD5653  HISTORY     - 20020629 GOOD             USPSQD
 AD5653  HISTORY     - 20030707 GOOD             USPSQD
 AD5653  HISTORY     - 20040917 GOOD             USPSQD
 AD5653  HISTORY     - 20060131 GOOD             FLDEP
 AD5653  HISTORY     - 20070406 GOOD             WANTGP
 AD5653  HISTORY     - 20181025 GOOD             AMEC
 AD5653  HISTORY     - 20231222 MARK NOT FOUND   GEOCAC
 AD5653
 AD5653                          STATION DESCRIPTION
 AD5653
 AD5653'DESCRIBED BY NATIONAL OCEAN SERVICE 1973
 AD5653'0.5 MI N FROM JUPITER.
 AD5653'TO REACH THE MARK LOCATION PROCEED TO THE NORTH END OF HWY.
 AD5653'A1A BRIDGE ACROSS THE MOUTH OF THE LOXAHATCHEE RIVER AT JUPITER
 AD5653'INLET.  SET FLUSH IN A CONCRETE SEAWALL, 62.5 FEET W OF THE W
 AD5653'EDGE OF HWY. A1A, 39.2 FEET E OF MARK NO 2 AND 60.4 FEET WNW OF
 AD5653'MARK NO 4.  NOTE-- THIS MARK MAY BE DESTROYED WHEN THE NEW
 AD5653'DAMON BRIDGE IS BUILT OVER THE LOXAHATCHEE RIVER WITHIN THE NEXT
 AD5653'12 MONTHS.
 AD5653
 AD5653                          STATION RECOVERY (1981)
 AD5653
 AD5653'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD5653'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AD5653'BEGIN AT THE ALTERNATE A1A BRIDGE OVER THE LOXAHATCHEE RIVER IN
 AD5653'JUPITER.  THE MARK IS SET IN THE SEAWALL BENEATH THE A1A BRIDGE ON THE
 AD5653'NORTH SIDE OF THE LOXAHATCHEE RIVER.  THE MARK BEARS 39.4 FEET WEST OF
 AD5653'THE WEST CORNER OF THE SOUTHERNMOST PILLAR IN THE LAST ROW OF PILLARS
 AD5653'SUPPORTING THE BRIDGE BEFORE THE NORTHEAST SIDE OF THE RIVER, 62 FEET
 AD5653'SOUTHEAST OF THE NORTHWEST END OF THE SEAWALL, 39 FEET SOUTHEAST OF
 AD5653'BENCH MARK NO 2 1973, AND 110.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL
 AD5653'OF A RAILROAD TRACK WHICH RUNS PARALLEL TO HIGHWAY A1A.
 AD5653
 AD5653                          STATION RECOVERY (1986)
 AD5653
 AD5653'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5653'RECOVERED IN GOOD CONDITION.
 AD5653
 AD5653                          STATION RECOVERY (1994)
 AD5653
 AD5653'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5653'MARK NOT FOUND.
 AD5653
 AD5653                          STATION RECOVERY (2002)
 AD5653
 AD5653'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD5653'RECOVERED IN GOOD CONDITION.
 AD5653
 AD5653                          STATION RECOVERY (2003)
 AD5653
 AD5653'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5653'RECOVERED IN GOOD CONDITION.
 AD5653
 AD5653                          STATION RECOVERY (2004)
 AD5653
 AD5653'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5653'RECOVERED IN GOOD CONDITION.
 AD5653
 AD5653                          STATION RECOVERY (2006)
 AD5653
 AD5653'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5653'RECOVERED AS DESCRIBED, SOLID IN PLACE BUT STAMPING IS BARELY LEGIBLE.
 AD5653
 AD5653                          STATION RECOVERY (2007)
 AD5653
 AD5653'RECOVERY NOTE BY WANTMAN GROUP INC 2007 (MJS)
 AD5653'RECOVERED IN GOOD CONDITION.
 AD5653
 AD5653                          STATION RECOVERY (2018)
 AD5653
 AD5653'RECOVERY NOTE BY AMEC EARTH & ENVIRONMENTAL 2018 (JH)
 AD5653'RECOVERED IN GOOD CONDITION.
 AD5653
 AD5653                          STATION RECOVERY (2023)
 AD5653
 AD5653'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD5653'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6253 ***********************************************************************
 AD6253  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6253  DESIGNATION -  872 2493 J TIDAL USCG
 AD6253  PID         -  AD6253
 AD6253  STATE/COUNTY-  FL/PALM BEACH
 AD6253  COUNTRY     -  US
 AD6253  USGS QUAD   -  JUPITER (2018)
 AD6253
 AD6253                         *CURRENT SURVEY CONTROL
 AD6253  ______________________________________________________________________
 AD6253* NAD 83(1986) POSITION- 26 56 54.     (N) 080 04 57.     (W)   SCALED
 AD6253* NAVD 88 ORTHO HEIGHT -     2.040 (meters)        6.69  (feet) ADJUSTED
 AD6253  ______________________________________________________________________
 AD6253  GEOID HEIGHT    -        -27.465 (meters)                     GEOID18
 AD6253  DYNAMIC HEIGHT  -          2.036 (meters)        6.68  (feet) COMP
 AD6253  MODELED GRAVITY -    979,093.1   (mgal)                       NAVD 88
 AD6253
 AD6253  VERT ORDER      -  SECOND    CLASS I
 AD6253
 AD6253.The horizontal coordinates were scaled from a map and have
 AD6253.an estimated accuracy of +/- 6 seconds.
 AD6253
 AD6253.The orthometric height was determined by differential leveling and
 AD6253.adjusted by the NATIONAL GEODETIC SURVEY
 AD6253.in June 1991.
 AD6253
 AD6253.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6253.GEOID18 height accuracy estimate available here.
 AD6253
 AD6253.This Tidal Bench Mark is designated as VM 5550
 AD6253.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6253
 AD6253.Click photographs - Photos may exist for this station.
 AD6253
 AD6253.The dynamic height is computed by dividing the NAVD 88
 AD6253.geopotential number by the normal gravity value computed on the
 AD6253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6253.degrees latitude (g = 980.6199 gals.).
 AD6253
 AD6253.The modeled gravity was interpolated from observed gravity values.
 AD6253
 AD6253;                    North         East    Units  Estimated Accuracy
 AD6253;SPC FL E     -   290,010.      291,110.      MT  (+/- 180 meters Scaled)
 AD6253
 AD6253_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK910810(NAD 83)
 AD6253
 AD6253                          SUPERSEDED SURVEY CONTROL
 AD6253
 AD6253  NGVD 29 (09/01/92)    2.499  (m)            8.20   (f) ADJUSTED    2 1
 AD6253
 AD6253.Superseded values are not recommended for survey control.
 AD6253
 AD6253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6253.See file dsdata.pdf to determine how the superseded data were derived.
 AD6253
 AD6253_MARKER: DB = BENCH MARK DISK
 AD6253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6253_STAMPING: 2493 J
 AD6253_MARK LOGO: USCG
 AD6253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6253+STABILITY: SURFACE MOTION
 AD6253
 AD6253  HISTORY     - Date     Condition        Report By
 AD6253  HISTORY     - UNK      MONUMENTED       USCG
 AD6253  HISTORY     - 1981     GOOD             FLDNR
 AD6253  HISTORY     - 20031126 MARK NOT FOUND   USPSQD
 AD6253  HISTORY     - 20050413 MARK NOT FOUND   USPSQD
 AD6253
 AD6253                          STATION DESCRIPTION
 AD6253
 AD6253'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6253'IN TEQUESTA.
 AD6253'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 707,
 AD6253'PROCEED 0.1 MILE SOUTH TO A PAVED ROAD LEADING SOUTH TO THE U.S. COAST
 AD6253'GUARD STATION, THENCE 0.3 MILE ALONG THE ROAD TO THE MARK.  THE MARK
 AD6253'IS LOCATED 14.5 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE DRIVE TO
 AD6253'THE LIGHTHOUSE, 37 FEET EAST OF THE CENTER OF THE PARKING LOT FOR THE
 AD6253'U.S. COAST GUARD BUILDING, 101 FEET WEST OF A GATE POST ON THE NORTH
 AD6253'SIDE OF THE ROAD ENTRANCE TO THE LIGHTHOUSE, AND 50.9 FEET
 AD6253'SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF THE VOLLEYBALL COURT.
 AD6253
 AD6253                          STATION RECOVERY (2003)
 AD6253
 AD6253'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD6253'DESCRIPTION NO LONGER HELPFUL AS MANY CHANGES HAVE BEEN MADE IN THE
 AD6253'IMMEDIATE AREA
 AD6253
 AD6253                          STATION RECOVERY (2005)
 AD6253
 AD6253'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD6253'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD3003 ***********************************************************************
 AD3003  TIDAL BM    -  This is a Tidal Bench Mark.
 AD3003  DESIGNATION -  872 2493 TIDAL 1
 AD3003  PID         -  AD3003
 AD3003  STATE/COUNTY-  FL/PALM BEACH
 AD3003  COUNTRY     -  US
 AD3003  USGS QUAD   -  JUPITER (2018)
 AD3003
 AD3003                         *CURRENT SURVEY CONTROL
 AD3003  ______________________________________________________________________
 AD3003* NAD 83(1986) POSITION- 26 56 54.     (N) 080 04 53.     (W)   SCALED
 AD3003* NAVD 88 ORTHO HEIGHT -     9.485 (meters)       31.12  (feet) ADJUSTED
 AD3003  ______________________________________________________________________
 AD3003  GEOID HEIGHT    -        -27.470 (meters)                     GEOID18
 AD3003  DYNAMIC HEIGHT  -          9.470 (meters)       31.07  (feet) COMP
 AD3003  MODELED GRAVITY -    979,093.0   (mgal)                       NAVD 88
 AD3003
 AD3003  VERT ORDER      -  SECOND    CLASS 0
 AD3003
 AD3003.The horizontal coordinates were scaled from a map and have
 AD3003.an estimated accuracy of +/- 6 seconds.
 AD3003
 AD3003.The orthometric height was determined by differential leveling and
 AD3003.adjusted by the NATIONAL GEODETIC SURVEY
 AD3003.in June 1991.
 AD3003
 AD3003.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD3003.GEOID18 height accuracy estimate available here.
 AD3003
 AD3003.This Tidal Bench Mark is designated as VM 5547
 AD3003.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD3003
 AD3003.Click photographs - Photos may exist for this station.
 AD3003
 AD3003.The dynamic height is computed by dividing the NAVD 88
 AD3003.geopotential number by the normal gravity value computed on the
 AD3003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD3003.degrees latitude (g = 980.6199 gals.).
 AD3003
 AD3003.The modeled gravity was interpolated from observed gravity values.
 AD3003
 AD3003;                    North         East    Units  Estimated Accuracy
 AD3003;SPC FL E     -   290,010.      291,220.      MT  (+/- 180 meters Scaled)
 AD3003
 AD3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK911810(NAD 83)
 AD3003
 AD3003                          SUPERSEDED SURVEY CONTROL
 AD3003
 AD3003  NGVD 29 (??/??/92)    9.949  (m)           32.64   (f) SUPERSEDED  2 0
 AD3003  NGVD 29 (09/01/92)    9.945  (m)           32.63   (f) ADJUSTED    2 0
 AD3003
 AD3003.Superseded values are not recommended for survey control.
 AD3003
 AD3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD3003.See file dsdata.pdf to determine how the superseded data were derived.
 AD3003
 AD3003_MARKER: DB = BENCH MARK DISK
 AD3003_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD3003_STAMPING: NO 1 1967
 AD3003_MARK LOGO: CGS
 AD3003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD3003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD3003+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 AD3003
 AD3003  HISTORY     - Date     Condition        Report By
 AD3003  HISTORY     - 1967     MONUMENTED       CGS
 AD3003  HISTORY     - 1970     GOOD             NGS
 AD3003  HISTORY     - 1972     GOOD             NGS
 AD3003  HISTORY     - 1981     GOOD             FLDNR
 AD3003  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 AD3003  HISTORY     - 20031126 GOOD             USPSQD
 AD3003  HISTORY     - 20050413 GOOD             USPSQD
 AD3003  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD3003
 AD3003                          STATION DESCRIPTION
 AD3003
 AD3003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD3003'AT JUPITER.
 AD3003'AT JUPITER, ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 707 FROM
 AD3003'THE JUNCTION OF U.S. HIGHWAY 1, THENCE 0.3 MILE SOUTH ALONG
 AD3003'A BLACK TOPPED ROAD, ON THE NORTH BANK OF JUPITER INLET, AT THE
 AD3003'U.S. COAST GUARD STATION, 142 FEET NORTH OF THE NORTH CURB OF THE
 AD3003'EAST-WEST DRIVE ALONG THE NORTH BANK OF THE INLET, 95.6 FEET
 AD3003'EAST OF TIDAL 3 DESCRIBED, 71 FEET NORTHWEST OF THE SOUTHWEST
 AD3003'CORNER OF THE COAST GUARD OFFICE BLDG, 28 FEET NORTH OF THE
 AD3003'NORTHWEST CORNER OF A ONE STORY WHITE FRAME BUILDING, 0.6 FOOT
 AD3003'SOUTH OF A METAL WITNESS POST, SET IN THE TOP OF A PIPE WHICH
 AD3003'IS FILLED WITH CEMENT AND FLUSH WITH THE GROUND.  IN SECTION 31,
 AD3003'R 43 E, T 40 S.  NEAR LIGHTHOUSE.
 AD3003
 AD3003                          STATION RECOVERY (1972)
 AD3003
 AD3003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AD3003'RECOVERED IN GOOD CONDITION.
 AD3003
 AD3003                          STATION RECOVERY (1981)
 AD3003
 AD3003'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD3003'BEGIN AT JUPITER, ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 707 FROM
 AD3003'THE JUNCTION OF U.S. HIGHWAY 1, THENCE 0.3 MILE SOUTH ALONG A BLACK
 AD3003'TOPPED ROAD, ON THE NORTH BANK OF JUPITER INLET, AT THE U.S. COAST
 AD3003'GUARD STATION, 142 FEET NORTH OF THE NORTH CURB OF THE EAST-WEST DRIVE
 AD3003'ALONG THE NORTH BANK OF THE INLET, 95.6 FEET EAST OF BENCH MARK 3
 AD3003'1929, 71 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE COAST GUARD
 AD3003'OFFICE BUILDING, 28 FEET NORTH OF THE NORTHWEST CORNER OF A ONE-STORY
 AD3003'WHITE FRAME BUILDING, 0.6 FOOT SOUTH OF A METAL WITNESS POST, SET IN
 AD3003'THE TOP OF A PIPE WHICH IS FILLED WITH CEMENT AND IS FLUSH WITH THE
 AD3003'GROUND.  THE MARK IS LOCATED IN SECTION 31, R 43 E, T 40 S.
 AD3003
 AD3003                          STATION RECOVERY (1994)
 AD3003
 AD3003'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD3003'MARK NOT FOUND.
 AD3003
 AD3003                          STATION RECOVERY (2003)
 AD3003
 AD3003'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD3003'LOCATED IN DENSE BRUSH AND TREE AREA.
 AD3003
 AD3003                          STATION RECOVERY (2005)
 AD3003
 AD3003'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD3003'RECOVERED IN GOOD CONDITION.
 AD3003
 AD3003                          STATION RECOVERY (2005)
 AD3003
 AD3003'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD3003'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2973 ***********************************************************************
 AD2973  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2973  DESIGNATION -  872 2493 TIDAL 11
 AD2973  PID         -  AD2973
 AD2973  STATE/COUNTY-  FL/PALM BEACH
 AD2973  COUNTRY     -  US
 AD2973  USGS QUAD   -  JUPITER (2018)
 AD2973
 AD2973                         *CURRENT SURVEY CONTROL
 AD2973  ______________________________________________________________________
 AD2973* NAD 83(1986) POSITION- 26 56 53.4    (N) 080 05 07.1    (W)   HD_HELD2
 AD2973* NAVD 88 ORTHO HEIGHT -     3.345 (meters)       10.97  (feet) ADJUSTED
 AD2973  ______________________________________________________________________
 AD2973  GEOID HEIGHT    -        -27.451 (meters)                     GEOID18
 AD2973  DYNAMIC HEIGHT  -          3.339 (meters)       10.95  (feet) COMP
 AD2973  MODELED GRAVITY -    979,093.2   (mgal)                       NAVD 88
 AD2973
 AD2973  VERT ORDER      -  SECOND    CLASS 0
 AD2973
 AD2973.The horizontal coordinates were established by autonomous hand held GPS
 AD2973.observations and have an estimated accuracy of +/- 10 meters.
 AD2973
 AD2973.The orthometric height was determined by differential leveling and
 AD2973.adjusted by the NATIONAL GEODETIC SURVEY
 AD2973.in June 1991.
 AD2973
 AD2973.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2973.GEOID18 height accuracy estimate available here.
 AD2973
 AD2973.This Tidal Bench Mark is designated as VM 5549
 AD2973.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2973
 AD2973.Click photographs - Photos may exist for this station.
 AD2973
 AD2973.The dynamic height is computed by dividing the NAVD 88
 AD2973.geopotential number by the normal gravity value computed on the
 AD2973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2973.degrees latitude (g = 980.6199 gals.).
 AD2973
 AD2973.The modeled gravity was interpolated from observed gravity values.
 AD2973
 AD2973;                    North         East    Units  Estimated Accuracy
 AD2973;SPC FL E     -   289,990.      290,826.      MT  (+/- 10 meters HH2 GPS)
 AD2973
 AD2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9079581022(NAD 83)
 AD2973
 AD2973                          SUPERSEDED SURVEY CONTROL
 AD2973
 AD2973  NGVD 29 (??/??/92)    3.804  (m)           12.48   (f) SUPERSEDED  2 0
 AD2973  NGVD 29 (09/01/92)    3.804  (m)           12.48   (f) ADJUSTED    2 0
 AD2973
 AD2973.Superseded values are not recommended for survey control.
 AD2973
 AD2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2973.See file dsdata.pdf to determine how the superseded data were derived.
 AD2973
 AD2973_MARKER: DB = BENCH MARK DISK
 AD2973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD2973_SP_SET: BRIDGE
 AD2973_STAMPING: NO 11 1968
 AD2973_MARK LOGO: CGS
 AD2973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2973+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2007
 AD2973
 AD2973  HISTORY     - Date     Condition        Report By
 AD2973  HISTORY     - 1968     MONUMENTED       CGS
 AD2973  HISTORY     - 1970     GOOD             NGS
 AD2973  HISTORY     - 1972     GOOD             NGS
 AD2973  HISTORY     - 1980     GOOD             FLDNR
 AD2973  HISTORY     - 1981     GOOD             FLDNR
 AD2973  HISTORY     - 19890806 GOOD             USPSQD
 AD2973  HISTORY     - 19940709 GOOD             USPSQD
 AD2973  HISTORY     - 20020629 GOOD             USPSQD
 AD2973  HISTORY     - 20030708 GOOD             USPSQD
 AD2973  HISTORY     - 20040917 GOOD             USPSQD
 AD2973  HISTORY     - 20070416 GOOD             WANTGP
 AD2973  HISTORY     - 20110827 MARK NOT FOUND   GEOCAC
 AD2973
 AD2973                          STATION DESCRIPTION
 AD2973
 AD2973'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2973'AT JUPITER.
 AD2973'AT JUPITER, ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 1 FROM THE
 AD2973'JUNCTION OF STATE HIGHWAY 707 LEADING EAST, AT THE NORTH END OF
 AD2973'THE U.S. HIGHWAY 1 BRIDGE OVER THE LOXAHATCHEE RIVER, SET ON THE
 AD2973'TOP OF THE WING WALL AT THE NORTHWEST CORNER OF THE ABANDONED
 AD2973'HIGHWAY BRIDGE OVER THE RIVER, 63 FEET WEST OF THE WEST EDGE OF
 AD2973'THE NEW HIGHWAY BRIDGE, 14 1/2 FEET WEST OF THE CENTER LINE OF
 AD2973'THE ABANDONED HIGHWAY AND 1 FOOT ABOVE THE LEVEL OF THE OLD
 AD2973'HIGHWAY.
 AD2973
 AD2973                          STATION RECOVERY (1972)
 AD2973
 AD2973'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AD2973'RECOVERED IN GOOD CONDITION.
 AD2973
 AD2973                          STATION RECOVERY (1980)
 AD2973
 AD2973'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2973'RECOVERED IN GOOD CONDITION.
 AD2973
 AD2973                          STATION RECOVERY (1981)
 AD2973
 AD2973'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2973'THE MARK IS SET FLUSH IN THE NORTHWEST ABUTMENT OF AN ABANDONED BRIDGE
 AD2973'ADJACENT ON THE WEST TO U.S. HIGHWAY 1 BRIDGE ACROSS THE LOXAHATCHEE
 AD2973'RIVER - INTRACOASTAL WATERWAY.  IT IS ON THE WEST SIDE OF THE BRIDGE,
 AD2973'AT THE NORTH END WHERE IT MEETS THE SHORE AND IS NEARLY LEVEL WITH AN
 AD2973'OLD ROADWAY LEADING ACROSS THE BRIDGE.  THE MARK IS 73 FEET SOUTH FROM
 AD2973'A SET OF STONE STEPS LEADING UP THE NORTHWEST APPROACH AND ABUTMENT TO
 AD2973'U.S. HIGHWAY 1 BRIDGE, AND 69 FEET WEST OF THE STEEL AND CONCRETE
 AD2973'SUPPORTS OF THE BRIDGE.
 AD2973
 AD2973                          STATION RECOVERY (1989)
 AD2973
 AD2973'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD2973'RECOVERED IN GOOD CONDITION.
 AD2973
 AD2973                          STATION RECOVERY (1994)
 AD2973
 AD2973'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2973'RECOVERED IN GOOD CONDITION.
 AD2973
 AD2973                          STATION RECOVERY (2002)
 AD2973
 AD2973'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD2973'RECOVERED IN GOOD CONDITION.
 AD2973
 AD2973                          STATION RECOVERY (2003)
 AD2973
 AD2973'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD2973'RECOVERED IN GOOD CONDITION.
 AD2973
 AD2973                          STATION RECOVERY (2004)
 AD2973
 AD2973'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD2973'RECOVERED IN GOOD CONDITION.
 AD2973
 AD2973                          STATION RECOVERY (2007)
 AD2973
 AD2973'RECOVERY NOTE BY WANTMAN GROUP INC 2007 (MJS)
 AD2973'RECOVERED IN GOOD CONDITION.
 AD2973
 AD2973                          STATION RECOVERY (2011)
 AD2973
 AD2973'RECOVERY NOTE BY GEOCACHING 2011 (JL)
 AD2973'NO SIGN OF BENCHMARK OR WITNESS POST.
 AD2973'
 AD2973'OLD BRIDGE WAS DEMOLISHED WITHIN THE LAST YEAR AND THE MARK WAS
 AD2973'PROBABLY DESTROYED IN THE PROCESS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2999 ***********************************************************************
 AD2999  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2999  DESIGNATION -  872 2493 TIDAL 3
 AD2999  PID         -  AD2999
 AD2999  STATE/COUNTY-  FL/PALM BEACH
 AD2999  COUNTRY     -  US
 AD2999  USGS QUAD   -  JUPITER (2018)
 AD2999
 AD2999                         *CURRENT SURVEY CONTROL
 AD2999  ______________________________________________________________________
 AD2999* NAD 83(1986) POSITION- 26 56 54.3    (N) 080 04 55.0    (W)   HD_HELD2
 AD2999* NAVD 88 ORTHO HEIGHT -    10.241 (meters)       33.60  (feet) ADJUSTED
 AD2999  ______________________________________________________________________
 AD2999  GEOID HEIGHT    -        -27.468 (meters)                     GEOID18
 AD2999  DYNAMIC HEIGHT  -         10.225 (meters)       33.55  (feet) COMP
 AD2999  MODELED GRAVITY -    979,093.1   (mgal)                       NAVD 88
 AD2999
 AD2999  VERT ORDER      -  FIRST     CLASS II
 AD2999
 AD2999.The horizontal coordinates were established by autonomous hand held GPS
 AD2999.observations and have an estimated accuracy of +/- 10 meters.
 AD2999
 AD2999.The orthometric height was determined by differential leveling and
 AD2999.adjusted by the NATIONAL GEODETIC SURVEY
 AD2999.in June 1991.
 AD2999
 AD2999.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2999.GEOID18 height accuracy estimate available here.
 AD2999
 AD2999.This Tidal Bench Mark is designated as VM 5545
 AD2999.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2999
 AD2999.Click photographs - Photos may exist for this station.
 AD2999
 AD2999.The dynamic height is computed by dividing the NAVD 88
 AD2999.geopotential number by the normal gravity value computed on the
 AD2999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2999.degrees latitude (g = 980.6199 gals.).
 AD2999
 AD2999.The modeled gravity was interpolated from observed gravity values.
 AD2999
 AD2999;                    North         East    Units  Estimated Accuracy
 AD2999;SPC FL E     -   290,020.      291,160.      MT  (+/- 10 meters HH2 GPS)
 AD2999
 AD2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9112881052(NAD 83)
 AD2999
 AD2999                          SUPERSEDED SURVEY CONTROL
 AD2999
 AD2999  NGVD 29 (??/??/92)   10.706  (m)           35.12   (f) SUPERSEDED  1 2
 AD2999  NGVD 29 (09/01/92)   10.700  (m)           35.10   (f) ADJUSTED    1 2
 AD2999
 AD2999.Superseded values are not recommended for survey control.
 AD2999
 AD2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2999.See file dsdata.pdf to determine how the superseded data were derived.
 AD2999
 AD2999_MARKER: DB = BENCH MARK DISK
 AD2999_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD2999_SP_SET: STEP
 AD2999_STAMPING: 3 1929
 AD2999_MARK LOGO: CGS
 AD2999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2999_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD2999+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2023
 AD2999
 AD2999  HISTORY     - Date     Condition        Report By
 AD2999  HISTORY     - 1929     MONUMENTED       CGS
 AD2999  HISTORY     - 1973     GOOD             NGS
 AD2999  HISTORY     - 1981     GOOD             FLDNR
 AD2999  HISTORY     - 19940508 GOOD             USPSQD
 AD2999  HISTORY     - 20031126 GOOD             USPSQD
 AD2999  HISTORY     - 20050413 GOOD             USPSQD
 AD2999  HISTORY     - 20070405 GOOD             WANTGP
 AD2999  HISTORY     - 20150521 GOOD             INDIV
 AD2999  HISTORY     - 20160118 GOOD             GEOCAC
 AD2999  HISTORY     - 20230108 GOOD             GEOCAC
 AD2999
 AD2999                          STATION DESCRIPTION
 AD2999
 AD2999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AD2999'1.2 MI NE FROM JUPITER.
 AD2999'1.1 MILES NORTH AND NORTHEAST ALONG STATE HIGHWAY A1A FROM THE
 AD2999'POST OFFICE IN JUPITER, THENCE 0.15 MILE EAST ALONG STATE
 AD2999'HIGHWAY 707 AFTER CROSSING U.S. HIGHWAY 1, THENCE SOUTH ALONG
 AD2999'BLACK TOP ROAD 0.3 MILE TO THE LIGHTHOUSE, IN SECTION 31, R
 AD2999'43 E, T 40 S, SET IN A DRILL HOLE IN THE TOP OF THE WEST CONCRETE
 AD2999'RAILING OF THE SECOND LANDING FROM THE BOTTOM OF THE STEPS
 AD2999'LEADING UP TO THE LIGHTHOUSE.  TIDAL STATION FLORIDA - I - 65
 AD2999'JUPITER INLET, (NEAR LIGHTHOUSE).
 AD2999
 AD2999                          STATION RECOVERY (1981)
 AD2999
 AD2999'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2999'BEGIN AT JUPITER, ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 707 FROM
 AD2999'THE JUNCTION OF U.S. HIGHWAY 1, THENCE 0.3 MILE SOUTH ALONG A BLACK
 AD2999'TOPPED ROAD, ON THE NORTH BANK OF JUPITER INLET, AT THE U.S. COAST
 AD2999'GUARD STATION, SET IN THE TOP OF THE CENTER ONE OF THREE STEPS IN THE
 AD2999'WEST GUARDRAIL TO THE STEPS LEADING TO THE LIGHTHOUSE AND 10 FEET
 AD2999'ABOVE THE LEVEL OF THE DRIVE.
 AD2999
 AD2999                          STATION RECOVERY (1994)
 AD2999
 AD2999'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2999'RECOVERED IN GOOD CONDITION.
 AD2999
 AD2999                          STATION RECOVERY (2003)
 AD2999
 AD2999'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2999'RECOVERED IN GOOD CONDITION.
 AD2999
 AD2999                          STATION RECOVERY (2005)
 AD2999
 AD2999'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2999'RECOVERED IN GOOD CONDITION.
 AD2999
 AD2999                          STATION RECOVERY (2007)
 AD2999
 AD2999'RECOVERY NOTE BY WANTMAN GROUP INC 2007 (MJS)
 AD2999'RECOVERED IN GOOD CONDITION.
 AD2999
 AD2999                          STATION RECOVERY (2015)
 AD2999
 AD2999'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (GH)
 AD2999'FD AS DESCRIBED
 AD2999
 AD2999                          STATION RECOVERY (2016)
 AD2999
 AD2999'RECOVERY NOTE BY GEOCACHING 2016
 AD2999'RECOVERED IN GOOD CONDITION.
 AD2999
 AD2999                          STATION RECOVERY (2023)
 AD2999
 AD2999'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 AD2999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD3001 ***********************************************************************
 AD3001  TIDAL BM    -  This is a Tidal Bench Mark.
 AD3001  DESIGNATION -  872 2493 TIDAL 4
 AD3001  PID         -  AD3001
 AD3001  STATE/COUNTY-  FL/PALM BEACH
 AD3001  COUNTRY     -  US
 AD3001  USGS QUAD   -  JUPITER (2018)
 AD3001
 AD3001                         *CURRENT SURVEY CONTROL
 AD3001  ______________________________________________________________________
 AD3001* NAD 83(1986) POSITION- 26 56 55.     (N) 080 04 53.     (W)   SCALED
 AD3001* NAVD 88 ORTHO HEIGHT -    10.370 (meters)       34.02  (feet) ADJUSTED
 AD3001  ______________________________________________________________________
 AD3001  GEOID HEIGHT    -        -27.471 (meters)                     GEOID18
 AD3001  DYNAMIC HEIGHT  -         10.354 (meters)       33.97  (feet) COMP
 AD3001  MODELED GRAVITY -    979,093.0   (mgal)                       NAVD 88
 AD3001
 AD3001  VERT ORDER      -  SECOND    CLASS 0
 AD3001
 AD3001.The horizontal coordinates were scaled from a map and have
 AD3001.an estimated accuracy of +/- 6 seconds.
 AD3001
 AD3001.The orthometric height was determined by differential leveling and
 AD3001.adjusted by the NATIONAL GEODETIC SURVEY
 AD3001.in June 1991.
 AD3001
 AD3001.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD3001.GEOID18 height accuracy estimate available here.
 AD3001
 AD3001.This Tidal Bench Mark is designated as VM 5548
 AD3001.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD3001
 AD3001.Click photographs - Photos may exist for this station.
 AD3001
 AD3001.The dynamic height is computed by dividing the NAVD 88
 AD3001.geopotential number by the normal gravity value computed on the
 AD3001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD3001.degrees latitude (g = 980.6199 gals.).
 AD3001
 AD3001.The modeled gravity was interpolated from observed gravity values.
 AD3001
 AD3001;                    North         East    Units  Estimated Accuracy
 AD3001;SPC FL E     -   290,040.      291,220.      MT  (+/- 180 meters Scaled)
 AD3001
 AD3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK911810(NAD 83)
 AD3001
 AD3001                          SUPERSEDED SURVEY CONTROL
 AD3001
 AD3001  NGVD 29 (??/??/92)   10.830  (m)           35.53   (f) SUPERSEDED  2 0
 AD3001  NGVD 29 (09/01/92)   10.830  (m)           35.53   (f) ADJUSTED    2 0
 AD3001
 AD3001.Superseded values are not recommended for survey control.
 AD3001
 AD3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD3001.See file dsdata.pdf to determine how the superseded data were derived.
 AD3001
 AD3001_MARKER: DB = BENCH MARK DISK
 AD3001_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AD3001_STAMPING: NO 4 1967
 AD3001_MARK LOGO: CGS
 AD3001_PROJECTION: PROJECTING 5 CENTIMETERS
 AD3001_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD3001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD3001+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 AD3001
 AD3001  HISTORY     - Date     Condition        Report By
 AD3001  HISTORY     - 1967     MONUMENTED       CGS
 AD3001  HISTORY     - 1970     GOOD             NGS
 AD3001  HISTORY     - 1972     GOOD             NGS
 AD3001  HISTORY     - 1981     GOOD             FLDNR
 AD3001  HISTORY     - 19940508 GOOD             USPSQD
 AD3001  HISTORY     - 20031126 GOOD             USPSQD
 AD3001  HISTORY     - 20050413 GOOD             USPSQD
 AD3001
 AD3001                          STATION DESCRIPTION
 AD3001
 AD3001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD3001'AT JUPITER.
 AD3001'AT JUPITER, ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 707 FROM
 AD3001'THE JUNCTION OF U.S. HIGHWAY 1, THENCE 0.3 MILE SOUTH ALONG A
 AD3001'BLACK TOPPED ROAD, IN SECTION 31, R 43 E, T 40 S, ON THE NORTH
 AD3001'BANK OF JUPITER INLET, AT THE U.S. COAST GUARD STATION, 78.5 FEET
 AD3001'NORTHEAST OF TIDAL MARK NO. 1 DESCRIBED, 55 FEET NORTH OF THE
 AD3001'NORTHWEST CORNER OF THE COAST GUARD OFFICE BLDG, 18 FEET SOUTHEAST
 AD3001'OF A POWER LINE POLE, ABOUT LEVEL WITH TIDAL 1 AND SET ON THE
 AD3001'TOP OF A CONCRETE FILLED PIPE WHICH PROJECTS 2 INCHES ABOVE THE
 AD3001'LEVEL OF THE GROUND.  NEAR LIGHTHOUSE.
 AD3001
 AD3001                          STATION RECOVERY (1972)
 AD3001
 AD3001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AD3001'RECOVERED IN GOOD CONDITION.
 AD3001
 AD3001                          STATION RECOVERY (1981)
 AD3001
 AD3001'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD3001'BEGIN AT JUPITER, ABOUT 0.15 MILE EAST ALONG STATE HIGHWAY 707 FROM
 AD3001'THE JUNCTION OF U.S. HIGHWAY 1, THENCE 0.3 MILE SOUTH ALONG A BLACK
 AD3001'TOPPED ROAD, ON THE NORTH BANK OF JUPITER INLET, AT THE U.S. COAST
 AD3001'GUARD STATION, 78.5 FEET NORTHEAST OF BENCH MARK NO 1 1967, 55 FEET
 AD3001'NORTH OF THE NORTHWEST CORNER OF THE COAST GUARD OFFICE BUILDING, 18
 AD3001'FEET SOUTHEAST OF A POWER LINE POLE, ABOUT LEVEL WITH BENCH MARK NO 1
 AD3001'1967, AND SET ON THE TOP OF A CONCRETE FILLED PIPE WHICH PROJECTS 2
 AD3001'INCHES ABOVE THE LEVEL OF THE GROUND.
 AD3001
 AD3001                          STATION RECOVERY (1994)
 AD3001
 AD3001'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD3001'RECOVERED IN GOOD CONDITION.
 AD3001
 AD3001                          STATION RECOVERY (2003)
 AD3001
 AD3001'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD3001'LOCATED IN DENSE BRUSH AND TREE AREA.
 AD3001
 AD3001                          STATION RECOVERY (2005)
 AD3001
 AD3001'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD3001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ2624 ***********************************************************************
 DJ2624  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ2624  DESIGNATION -  872 2494 A TIDAL
 DJ2624  PID         -  DJ2624
 DJ2624  STATE/COUNTY-  FL/PALM BEACH
 DJ2624  COUNTRY     -  US
 DJ2624  USGS QUAD   -  JUPITER (2018)
 DJ2624
 DJ2624                         *CURRENT SURVEY CONTROL
 DJ2624  ______________________________________________________________________
 DJ2624* NAD 83(1986) POSITION- 26 56 41.7    (N) 080 07 18.8    (W)   HD_HELD2
 DJ2624* NAVD 88 ORTHO HEIGHT -     1.690 (meters)        5.54  (feet) ADJUSTED
 DJ2624  ______________________________________________________________________
 DJ2624  GEOID HEIGHT    -        -27.282 (meters)                     GEOID18
 DJ2624  DYNAMIC HEIGHT  -          1.687 (meters)        5.53  (feet) COMP
 DJ2624  MODELED GRAVITY -    979,095.7   (mgal)                       NAVD 88
 DJ2624
 DJ2624  VERT ORDER      -  SECOND    CLASS I
 DJ2624
 DJ2624.The horizontal coordinates were established by autonomous hand held GPS
 DJ2624.observations and have an estimated accuracy of +/- 10 meters.
 DJ2624
 DJ2624.The orthometric height was determined by differential leveling and
 DJ2624.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2624.in May 2010.
 DJ2624
 DJ2624.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2624.GEOID18 height accuracy estimate available here.
 DJ2624
 DJ2624.This Tidal Bench Mark is designated as VM 18734
 DJ2624.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ2624
 DJ2624.Click photographs - Photos may exist for this station.
 DJ2624
 DJ2624.The dynamic height is computed by dividing the NAVD 88
 DJ2624.geopotential number by the normal gravity value computed on the
 DJ2624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2624.degrees latitude (g = 980.6199 gals.).
 DJ2624
 DJ2624.The modeled gravity was interpolated from observed gravity values.
 DJ2624
 DJ2624;                    North         East    Units  Estimated Accuracy
 DJ2624;SPC FL E     -   289,604.      287,196.      MT  (+/- 10 meters HH2 GPS)
 DJ2624
 DJ2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8716680636(NAD 83)
 DJ2624
 DJ2624                          SUPERSEDED SURVEY CONTROL
 DJ2624
 DJ2624.No superseded survey control is available for this station.
 DJ2624
 DJ2624_MARKER: DJ = TIDAL STATION DISK
 DJ2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2624_STAMPING: 2494 A 2006
 DJ2624_MARK LOGO: FLDEP
 DJ2624_PROJECTION: FLUSH
 DJ2624_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ2624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2624+STABILITY: SURFACE MOTION
 DJ2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2624+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2025
 DJ2624
 DJ2624  HISTORY     - Date     Condition        Report By
 DJ2624  HISTORY     - 20060414 MONUMENTED       FLDEP
 DJ2624  HISTORY     - 20060717 GOOD             FLDEP
 DJ2624  HISTORY     - 20250428 GOOD             GEOCAC
 DJ2624
 DJ2624                          STATION DESCRIPTION
 DJ2624
 DJ2624'DESCRIBED BY FL DEPT OF ENV PRO 2006 (KLB)
 DJ2624'THE MARK IS IN JUPITER, AT THE SOUTHWEST FORK OF THE LOXAHATCHEE
 DJ2624'RIVER, IN SECTION 35, TOWNSHIP 40 SOUTH, RANGE 42 EAST.
 DJ2624'
 DJ2624'TO REACH THE MARK FROM THE JUNCTION OF CENTER STREET AND LOXAHATCHEE
 DJ2624'RIVER ROAD IN JUPITER, GO NORTH ON LOXAHATCHEE RIVER ROAD FOR 0.2 MI
 DJ2624'(0.3 KM) TO THE BRIDGE SPANNING THE SOUTHWEST FORK OF THE LOXAHATCHEE
 DJ2624'RIVER, CONTINUE NORTH CROSSING OVER THE BRIDGE FOR 0.05 MI (0.1 KM) TO
 DJ2624'THE JUNCTION OF HOLLY LANE ON THE RIGHT AND THE MARK ON THE LEFT, A
 DJ2624'FLDEP SURVEY DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT 1.0 FT
 DJ2624'(0.3 M) BELOW THE LEVEL OF LOXAHATCHEE RIVER ROAD.
 DJ2624'
 DJ2624'LOCATED 270.0 FT (82.3 M) NORTHWEST OF A FLDEP SURVEY MARK 2494 C
 DJ2624'2006, 258.0 FT (78.6 M) NORTH OF A NGS LOGO CAP STAMPED 2494 B 2006,
 DJ2624'37.6 FT (11.5 M) WEST OF THE APPROXIMATE CENTERLINE OF LOXAHATCHEE
 DJ2624'RIVER ROAD, 11.5 FT (3.5 M) WEST OF THE WEST EDGE OF AN 8.0 FT (2.4 M)
 DJ2624'ASPHALT SIDEWALK, 9.0 FT (2.7 M) SOUTH OF THE EXTENDED CENTERLINE OF
 DJ2624'HOLLY LANE, 3.5 FT (1.1 M) EAST OF A 6.0 FT (1.8 M) CONCRETE PRIVACY
 DJ2624'WALL AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DJ2624'
 DJ2624'NOTE A MAGNET WAS BURIED ON THE SOUTH EDGE OF THE MONUMENT.
 DJ2624
 DJ2624                          STATION RECOVERY (2025)
 DJ2624
 DJ2624'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DJ2624'THE CARSONITE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ2625 ***********************************************************************
 DJ2625  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ2625  DESIGNATION -  872 2494 B TIDAL
 DJ2625  PID         -  DJ2625
 DJ2625  STATE/COUNTY-  FL/PALM BEACH
 DJ2625  COUNTRY     -  US
 DJ2625  USGS QUAD   -  JUPITER (2018)
 DJ2625
 DJ2625                         *CURRENT SURVEY CONTROL
 DJ2625  ______________________________________________________________________
 DJ2625* NAD 83(1986) POSITION- 26 56 39.2    (N) 080 07 18.8    (W)   HD_HELD2
 DJ2625* NAVD 88 ORTHO HEIGHT -     1.452 (meters)        4.76  (feet) ADJUSTED
 DJ2625  ______________________________________________________________________
 DJ2625  GEOID HEIGHT    -        -27.279 (meters)                     GEOID18
 DJ2625  DYNAMIC HEIGHT  -          1.450 (meters)        4.76  (feet) COMP
 DJ2625  MODELED GRAVITY -    979,095.8   (mgal)                       NAVD 88
 DJ2625
 DJ2625  VERT ORDER      -  SECOND    CLASS I
 DJ2625
 DJ2625.The horizontal coordinates were established by autonomous hand held GPS
 DJ2625.observations and have an estimated accuracy of +/- 10 meters.
 DJ2625
 DJ2625.The orthometric height was determined by differential leveling and
 DJ2625.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2625.in May 2010.
 DJ2625
 DJ2625.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2625.GEOID18 height accuracy estimate available here.
 DJ2625
 DJ2625.This Tidal Bench Mark is designated as VM 18735
 DJ2625.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ2625
 DJ2625.Click photographs - Photos may exist for this station.
 DJ2625
 DJ2625.The dynamic height is computed by dividing the NAVD 88
 DJ2625.geopotential number by the normal gravity value computed on the
 DJ2625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2625.degrees latitude (g = 980.6199 gals.).
 DJ2625
 DJ2625.The modeled gravity was interpolated from observed gravity values.
 DJ2625
 DJ2625;                    North         East    Units  Estimated Accuracy
 DJ2625;SPC FL E     -   289,527.      287,197.      MT  (+/- 10 meters HH2 GPS)
 DJ2625
 DJ2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8716680560(NAD 83)
 DJ2625
 DJ2625                          SUPERSEDED SURVEY CONTROL
 DJ2625
 DJ2625.No superseded survey control is available for this station.
 DJ2625
 DJ2625_MARKER: F = FLANGE-ENCASED ROD
 DJ2625_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ2625_STAMPING: 2494 B 2006
 DJ2625_MARK LOGO: NGS
 DJ2625_PROJECTION: RECESSED 13 CENTIMETERS
 DJ2625_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ2625_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2625+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2025
 DJ2625_ROD/PIPE-DEPTH: 24.4 meters
 DJ2625
 DJ2625  HISTORY     - Date     Condition        Report By
 DJ2625  HISTORY     - 20060414 MONUMENTED       FLDEP
 DJ2625  HISTORY     - 20060717 GOOD             FLDEP
 DJ2625  HISTORY     - 20250428 GOOD             GEOCAC
 DJ2625
 DJ2625                          STATION DESCRIPTION
 DJ2625
 DJ2625'DESCRIBED BY FL DEPT OF ENV PRO 2006 (KLB)
 DJ2625'THE MARK IS IN JUPITER, AT THE SOUTHWEST FORK OF THE LOXAHATCHEE
 DJ2625'RIVER, IN SECTION 35, TOWNSHIP 40 SOUTH, RANGE 42 EAST.
 DJ2625'
 DJ2625'TO REACH THE MARK FROM THE JUNCTION OF CENTER STREET AND LOXAHATCHEE
 DJ2625'RIVER ROAD IN JUPITER, GO NORTH ON LOXAHATCHEE RIVER ROAD FOR 0.2 MI
 DJ2625'(0.3 KM) TO THE BRIDGE SPANNING THE SOUTHWEST FORK OF THE LOXAHATCHEE
 DJ2625'RIVER, CONTINUE NORTH CROSSING OVER THE BRIDGE TO THE NORTHWEST CORNER
 DJ2625'OF THE BRIDGE AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN
 DJ2625'TO THE DEPTH OF 80.0 FT (24.4 M) WITH AN NGS LOGO CAP FLUSH WITH THE
 DJ2625'GROUND, THE DATUM POINT IS RECESSED 0.4 FT (0.1 M) BELOW THE LEVEL OF
 DJ2625'THE NGS LOGO CAP.
 DJ2625'
 DJ2625'LOCATED ABOUT 270.0 FT (82.3 M) SOUTH OF THE EXTENDED CENTERLINE OF
 DJ2625'HOLLY LANE, 258.0 FT (78.6 M) SOUTH OF A FLDEP SURVEY MARK 2494 A
 DJ2625'2006, 96.2 FT (29.3 M) NORTHWEST OF A FLDEP SURVEY MARK 2494 C 2006,
 DJ2625'38.4 FT (11.7 M) WEST OF THE APPROXIMATE CENTERLINE OF LOXAHATCHEE
 DJ2625'RIVER ROAD, 17.4 FT (5.3 M) NORTH OF THE SOUTH END OF A 6.0 FT (1.8 M)
 DJ2625'CONCRETE PRIVACY WALL, 2.8 FT (0.9 M) EAST OF THE WALL AND 1.0 FT (0.3
 DJ2625'M) EAST OF A CARSONITE WITNESS POST.
 DJ2625'
 DJ2625'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DJ2625'
 DJ2625'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DJ2625'LOGO CAP.
 DJ2625
 DJ2625                          STATION RECOVERY (2025)
 DJ2625
 DJ2625'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DJ2625'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ2627 ***********************************************************************
 DJ2627  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ2627  DESIGNATION -  872 2494 C TIDAL
 DJ2627  PID         -  DJ2627
 DJ2627  STATE/COUNTY-  FL/PALM BEACH
 DJ2627  COUNTRY     -  US
 DJ2627  USGS QUAD   -  JUPITER (2018)
 DJ2627
 DJ2627                         *CURRENT SURVEY CONTROL
 DJ2627  ______________________________________________________________________
 DJ2627* NAD 83(1986) POSITION- 26 56 38.     (N) 080 07 12.     (W)   SCALED
 DJ2627* NAVD 88 ORTHO HEIGHT -     0.819 (meters)        2.69  (feet) ADJUSTED
 DJ2627  ______________________________________________________________________
 DJ2627  GEOID HEIGHT    -        -27.285 (meters)                     GEOID18
 DJ2627  DYNAMIC HEIGHT  -          0.818 (meters)        2.68  (feet) COMP
 DJ2627  MODELED GRAVITY -    979,095.8   (mgal)                       NAVD 88
 DJ2627
 DJ2627  VERT ORDER      -  SECOND    CLASS I
 DJ2627
 DJ2627.The horizontal coordinates were scaled from a map and have
 DJ2627.an estimated accuracy of +/- 6 seconds.
 DJ2627
 DJ2627.The orthometric height was determined by differential leveling and
 DJ2627.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2627.in May 2010.
 DJ2627
 DJ2627.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2627.GEOID18 height accuracy estimate available here.
 DJ2627
 DJ2627.This Tidal Bench Mark is designated as VM 18736
 DJ2627.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ2627
 DJ2627.Click photographs - Photos may exist for this station.
 DJ2627
 DJ2627.The dynamic height is computed by dividing the NAVD 88
 DJ2627.geopotential number by the normal gravity value computed on the
 DJ2627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2627.degrees latitude (g = 980.6199 gals.).
 DJ2627
 DJ2627.The modeled gravity was interpolated from observed gravity values.
 DJ2627
 DJ2627;                    North         East    Units  Estimated Accuracy
 DJ2627;SPC FL E     -   289,490.      287,390.      MT  (+/- 180 meters Scaled)
 DJ2627
 DJ2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873805(NAD 83)
 DJ2627
 DJ2627                          SUPERSEDED SURVEY CONTROL
 DJ2627
 DJ2627.No superseded survey control is available for this station.
 DJ2627
 DJ2627_MARKER: DD = SURVEY DISK
 DJ2627_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ2627_SP_SET: SEAWALL
 DJ2627_STAMPING: 2494 C 2006
 DJ2627_MARK LOGO: FLDEP
 DJ2627_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2627+STABILITY: SURFACE MOTION
 DJ2627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2627+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2006
 DJ2627
 DJ2627  HISTORY     - Date     Condition        Report By
 DJ2627  HISTORY     - 20060414 MONUMENTED       FLDEP
 DJ2627  HISTORY     - 20060717 GOOD             FLDEP
 DJ2627  HISTORY     - 20230724 MARK NOT FOUND   USGS
 DJ2627  HISTORY     - 20250428 MARK NOT FOUND   GEOCAC
 DJ2627
 DJ2627                          STATION DESCRIPTION
 DJ2627
 DJ2627'DESCRIBED BY FL DEPT OF ENV PRO 2006 (KLB)
 DJ2627'THE MARK IS IN JUPITER, AT THE SOUTHWEST FORK OF THE LOXAHATCHEE
 DJ2627'RIVER, IN SECTION 35, TOWNSHIP 40 SOUTH, RANGE 42 EAST.
 DJ2627'
 DJ2627'TO REACH THE MARK FROM THE JUNCTION OF CENTER STREET AND LOXAHATCHEE
 DJ2627'RIVER ROAD IN JUPITER, GO NORTH ON LOXAHATCHEE RIVER ROAD FOR 0.2 MI
 DJ2627'(0.3 KM) TO THE BRIDGE SPANNING THE SOUTHWEST FORK OF THE LOXAHATCHEE
 DJ2627'RIVER, CONTINUE NORTH CROSSING OVER THE BRIDGE TO THE NORTHEAST CORNER
 DJ2627'OF THE BRIDGE AND A CONCRETE SEAWALL ON THE NORTH BANK OF THE RIVER
 DJ2627'AND THE MARK ON THE RIGHT, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF
 DJ2627'THE CONCRETE SEAWALL ABOUT 2.5 FT (0.8 M) BELOW THE LEVEL OF
 DJ2627'LOXAHATCHEE RIVER ROAD.
 DJ2627'
 DJ2627'LOCATED 270.0 FT (82.3 M) SOUTHEAST OF A FLDEP SURVEY MARK 2494 A
 DJ2627'2006, 96.2 FT (29.3 M) SOUTHEAST OF A NGS LOGO CAP STAMPED 2494 B
 DJ2627'2006, 57.7 FT (17.6 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DJ2627'LOXAHATCHEE RIVER ROAD AND 21.1 FT (6.4 M) WEST OF A 90 DEGREE TURN IN
 DJ2627'THE SEAWALL SUPPORTING A WOODEN DOCK PLATFORM.
 DJ2627
 DJ2627                          STATION RECOVERY (2023)
 DJ2627
 DJ2627'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2023 (AM)
 DJ2627'BENCH MARK NOT FOUND.  LAST RECOVERED IN 2006, POSSIBLY BEFORE BRIDGE
 DJ2627'CONSTRUCTION.  AREA WASHED OUT AND OVERGROWN WITH BRUSH WITH NO STABLE
 DJ2627'CONCRETE LEFT THAT MAY CONTAIN BENCH MARK.  SECOND BENCH MARK NOT
 DJ2627'RECOVERED EITHER.  LOCATED AROUND NEW CONSTRUCTION, SO LIKELY
 DJ2627'DEMOLISHED/BUILT OVER.
 DJ2627
 DJ2627                          STATION RECOVERY (2025)
 DJ2627
 DJ2627'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DJ2627'MARK NOT FOUND.  SEAWALL REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8090 ***********************************************************************
 AD8090  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8090  DESIGNATION -  872 2494 F TIDAL
 AD8090  PID         -  AD8090
 AD8090  STATE/COUNTY-  FL/PALM BEACH
 AD8090  COUNTRY     -  US
 AD8090  USGS QUAD   -  JUPITER (2018)
 AD8090
 AD8090                         *CURRENT SURVEY CONTROL
 AD8090  ______________________________________________________________________
 AD8090* NAD 83(1986) POSITION- 26 56 31.     (N) 080 07 18.     (W)   SCALED
 AD8090* NAVD 88 ORTHO HEIGHT -     2.110 (meters)        6.92  (feet) ADJUSTED
 AD8090  ______________________________________________________________________
 AD8090  GEOID HEIGHT    -        -27.270 (meters)                     GEOID18
 AD8090  DYNAMIC HEIGHT  -          2.107 (meters)        6.91  (feet) COMP
 AD8090  MODELED GRAVITY -    979,095.9   (mgal)                       NAVD 88
 AD8090
 AD8090  VERT ORDER      -  SECOND    CLASS I
 AD8090
 AD8090.The horizontal coordinates were scaled from a map and have
 AD8090.an estimated accuracy of +/- 6 seconds.
 AD8090
 AD8090.The orthometric height was determined by differential leveling and
 AD8090.adjusted by the NATIONAL GEODETIC SURVEY
 AD8090.in September 1996.
 AD8090
 AD8090.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8090.GEOID18 height accuracy estimate available here.
 AD8090
 AD8090.This Tidal Bench Mark is designated as VM 17185
 AD8090.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8090
 AD8090.Click photographs - Photos may exist for this station.
 AD8090
 AD8090.The dynamic height is computed by dividing the NAVD 88
 AD8090.geopotential number by the normal gravity value computed on the
 AD8090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8090.degrees latitude (g = 980.6199 gals.).
 AD8090
 AD8090.The modeled gravity was interpolated from observed gravity values.
 AD8090
 AD8090;                    North         East    Units  Estimated Accuracy
 AD8090;SPC FL E     -   289,280.      287,220.      MT  (+/- 180 meters Scaled)
 AD8090
 AD8090_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK871803(NAD 83)
 AD8090
 AD8090                          SUPERSEDED SURVEY CONTROL
 AD8090
 AD8090  NGVD 29 (09/01/92)    2.571  (m)            8.44   (f) ADJUSTED    2 1
 AD8090
 AD8090.Superseded values are not recommended for survey control.
 AD8090
 AD8090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8090.See file dsdata.pdf to determine how the superseded data were derived.
 AD8090
 AD8090_MARKER: DJ = TIDAL STATION DISK
 AD8090_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD8090_SP_SET: CONCRETE BRIDGE ARUTMENT
 AD8090_STAMPING: 2494 F 1986
 AD8090_MARK LOGO: NOS
 AD8090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8090+STABILITY: SURFACE MOTION
 AD8090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8090+SATELLITE: SATELLITE OBSERVATIONS - March 03, 2004
 AD8090
 AD8090  HISTORY     - Date     Condition        Report By
 AD8090  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8090  HISTORY     - 19950114 GOOD             USPSQD
 AD8090  HISTORY     - 20020208 GOOD             USPSQD
 AD8090  HISTORY     - 20030221 GOOD             USPSQD
 AD8090  HISTORY     - 20040303 GOOD             USPSQD
 AD8090  HISTORY     - 20250428 MARK NOT FOUND   GEOCAC
 AD8090
 AD8090                          STATION DESCRIPTION
 AD8090
 AD8090'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8090'1.6 MI WEST FROM JUPITER.
 AD8090'BEGIN AT THE F.E.C. RAILROAD CROSSING OF STATE HIGHWAY 706 IN
 AD8090'JUPITER, GO 2.05 MILES WEST ON HIGHWAY 706 TO THE Y-JUNCTION OF
 AD8090'CENTER STREET, GO 0.6 MILE NORTHEAST ON CENTER STREET TO THE JUNCTION
 AD8090'OF LOXAHATCHEE ROAD, GO NORTHERLY ON LOXAHATCHEE ROAD 0.3 MILE TO THE
 AD8090'MARK.  THE MARK IS SET IN THE NORTHWEST CORNER OF A BRIDGE AND BEARS
 AD8090'18.2 FEET WEST OF THE CENTERLINE OF THE BRIDGE.
 AD8090'THE MARK IS 0.6 FT ABOVE ROAD.
 AD8090
 AD8090                          STATION RECOVERY (1995)
 AD8090
 AD8090'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8090'RECOVERED IN GOOD CONDITION.
 AD8090
 AD8090                          STATION RECOVERY (2002)
 AD8090
 AD8090'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8090'THE BRIDGE IS DESIGNATED 934112.
 AD8090
 AD8090                          STATION RECOVERY (2003)
 AD8090
 AD8090'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8090'RECOVERED IN GOOD CONDITION.
 AD8090
 AD8090                          STATION RECOVERY (2004)
 AD8090
 AD8090'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD8090'RECOVERED IN GOOD CONDITION.
 AD8090
 AD8090                          STATION RECOVERY (2025)
 AD8090
 AD8090'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD8090'MARK NOT FOUND.  BRIDGE REDONE IN 2006.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6269 ***********************************************************************
 AD6269  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6269  DESIGNATION -  872 2494 TIDAL 1
 AD6269  PID         -  AD6269
 AD6269  STATE/COUNTY-  FL/PALM BEACH
 AD6269  COUNTRY     -  US
 AD6269  USGS QUAD   -  JUPITER (2018)
 AD6269
 AD6269                         *CURRENT SURVEY CONTROL
 AD6269  ______________________________________________________________________
 AD6269* NAD 83(1986) POSITION- 26 56 38.     (N) 080 07 12.     (W)   SCALED
 AD6269* NAVD 88 ORTHO HEIGHT -     0.734 (meters)        2.41  (feet) ADJUSTED
 AD6269  ______________________________________________________________________
 AD6269  GEOID HEIGHT    -        -27.285 (meters)                     GEOID18
 AD6269  DYNAMIC HEIGHT  -          0.733 (meters)        2.40  (feet) COMP
 AD6269  MODELED GRAVITY -    979,095.7   (mgal)                       NAVD 88
 AD6269
 AD6269  VERT ORDER      -  SECOND    CLASS I
 AD6269
 AD6269.The horizontal coordinates were scaled from a map and have
 AD6269.an estimated accuracy of +/- 6 seconds.
 AD6269
 AD6269.The orthometric height was determined by differential leveling and
 AD6269.adjusted by the NATIONAL GEODETIC SURVEY
 AD6269.in June 1991.
 AD6269
 AD6269.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6269.GEOID18 height accuracy estimate available here.
 AD6269
 AD6269.This Tidal Bench Mark is designated as VM 5552
 AD6269.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6269
 AD6269.Click photographs - Photos may exist for this station.
 AD6269
 AD6269.The dynamic height is computed by dividing the NAVD 88
 AD6269.geopotential number by the normal gravity value computed on the
 AD6269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6269.degrees latitude (g = 980.6199 gals.).
 AD6269
 AD6269.The modeled gravity was interpolated from observed gravity values.
 AD6269
 AD6269;                    North         East    Units  Estimated Accuracy
 AD6269;SPC FL E     -   289,490.      287,390.      MT  (+/- 180 meters Scaled)
 AD6269
 AD6269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873805(NAD 83)
 AD6269
 AD6269                          SUPERSEDED SURVEY CONTROL
 AD6269
 AD6269  NGVD 29 (09/01/92)    1.194  (m)            3.92   (f) ADJUSTED    2 1
 AD6269
 AD6269.Superseded values are not recommended for survey control.
 AD6269
 AD6269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6269.See file dsdata.pdf to determine how the superseded data were derived.
 AD6269
 AD6269_MARKER: DB = BENCH MARK DISK
 AD6269_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6269_SP_SET: SEAWALL
 AD6269_STAMPING: NO 1 1972
 AD6269_MARK LOGO: CGS
 AD6269_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6269+STABILITY: SURFACE MOTION
 AD6269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6269+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 AD6269
 AD6269  HISTORY     - Date     Condition        Report By
 AD6269  HISTORY     - 1972     MONUMENTED       NOS
 AD6269  HISTORY     - 1981     GOOD             FLDNR
 AD6269  HISTORY     - 1987     GOOD             FLDNR
 AD6269  HISTORY     - 19950115 GOOD             USPSQD
 AD6269  HISTORY     - 20020208 GOOD             USPSQD
 AD6269  HISTORY     - 20030221 GOOD             USPSQD
 AD6269  HISTORY     - 20040303 GOOD             USPSQD
 AD6269  HISTORY     - 20060203 GOOD             FLDEP
 AD6269  HISTORY     - 20250428 MARK NOT FOUND   GEOCAC
 AD6269
 AD6269                          STATION DESCRIPTION
 AD6269
 AD6269'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6269'1.6 MI WEST FROM JUPITER.
 AD6269'BEGIN AT THE RAILROAD CROSSING (F.E.C.) AT S.R. 706, IN JUPITER, GO
 AD6269'2.05 MILES WEST ON HIGHWAY 706 TO THE Y-JUNCTION OF CENTER STREET, GO
 AD6269'0.6 MILE NORTHEAST ON CENTER STREET TO THE JUNCTION OF LOXAHATCHEE
 AD6269'ROAD, GO NORTH ON LOXAHATCHEE ROAD 0.35 MILE TO HOLLY LANE, GO 0.1
 AD6269'MILE EAST ON HOLLY LANE TO ITS END, AND THE MARK.  THE MARK BEARS 29.2
 AD6269'FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE AT 5660 HOLLY
 AD6269'LANE, AND 17.9 FEET SOUTHWEST OF A WOODEN PIER.
 AD6269
 AD6269                          STATION RECOVERY (1987)
 AD6269
 AD6269'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AD6269'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS
 AD6269'SOUTHEAST OF HOUSE 5660.
 AD6269
 AD6269                          STATION RECOVERY (1995)
 AD6269
 AD6269'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6269'RECOVERED IN GOOD CONDITION.
 AD6269
 AD6269                          STATION RECOVERY (2002)
 AD6269
 AD6269'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6269'HOUSE AT 5660 HAS BEEN DEMOLISHED. WOODEN PIER REMOVED. MARK IS 26
 AD6269'FEET NORTH OF NEW WOODEN PIER AND SET ON TOP OF SEAWALL. THE MARK IS
 AD6269'ON THE SOUTHWEST END OF A NORTHEAST/SOUTHWEST SEAWALL AT THE
 AD6269'INTERSECTION OF A NORTH/SOUTH SEAWALL. MARK IS 45 FEET SOUTHWEST OF
 AD6269'STATION 872 2494 TIDAL 2.
 AD6269
 AD6269                          STATION RECOVERY (2003)
 AD6269
 AD6269'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6269'RECOVERED IN GOOD CONDITION.
 AD6269
 AD6269                          STATION RECOVERY (2004)
 AD6269
 AD6269'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6269'RECOVERED IN GOOD CONDITION.
 AD6269
 AD6269                          STATION RECOVERY (2006)
 AD6269
 AD6269'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6269'RECOVERED AS DESCRIBED.
 AD6269
 AD6269                          STATION RECOVERY (2025)
 AD6269
 AD6269'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD6269'MARK NOT FOUND.  SEAWALL REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6268 ***********************************************************************
 AD6268  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6268  DESIGNATION -  872 2494 TIDAL 2
 AD6268  PID         -  AD6268
 AD6268  STATE/COUNTY-  FL/PALM BEACH
 AD6268  COUNTRY     -  US
 AD6268  USGS QUAD   -  JUPITER (2018)
 AD6268
 AD6268                         *CURRENT SURVEY CONTROL
 AD6268  ______________________________________________________________________
 AD6268* NAD 83(1986) POSITION- 26 56 38.     (N) 080 07 12.     (W)   SCALED
 AD6268* NAVD 88 ORTHO HEIGHT -     0.683 (meters)        2.24  (feet) ADJUSTED
 AD6268  ______________________________________________________________________
 AD6268  GEOID HEIGHT    -        -27.285 (meters)                     GEOID18
 AD6268  DYNAMIC HEIGHT  -          0.682 (meters)        2.24  (feet) COMP
 AD6268  MODELED GRAVITY -    979,095.7   (mgal)                       NAVD 88
 AD6268
 AD6268  VERT ORDER      -  SECOND    CLASS I
 AD6268
 AD6268.The horizontal coordinates were scaled from a map and have
 AD6268.an estimated accuracy of +/- 6 seconds.
 AD6268
 AD6268.The orthometric height was determined by differential leveling and
 AD6268.adjusted by the NATIONAL GEODETIC SURVEY
 AD6268.in May 2010.
 AD6268
 AD6268.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6268.GEOID18 height accuracy estimate available here.
 AD6268
 AD6268.This Tidal Bench Mark is designated as VM 5553
 AD6268.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6268
 AD6268.Click photographs - Photos may exist for this station.
 AD6268
 AD6268.The dynamic height is computed by dividing the NAVD 88
 AD6268.geopotential number by the normal gravity value computed on the
 AD6268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6268.degrees latitude (g = 980.6199 gals.).
 AD6268
 AD6268.The modeled gravity was interpolated from observed gravity values.
 AD6268
 AD6268;                    North         East    Units  Estimated Accuracy
 AD6268;SPC FL E     -   289,490.      287,390.      MT  (+/- 180 meters Scaled)
 AD6268
 AD6268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873805(NAD 83)
 AD6268
 AD6268                          SUPERSEDED SURVEY CONTROL
 AD6268
 AD6268  NAVD 88 (09/06/96)    0.711  (m)            2.33   (f) SUPERSEDED  2 1
 AD6268  NAVD 88 (06/15/91)    0.713  (m)            2.34   (f) SUPERSEDED  2 1
 AD6268  NGVD 29 (09/01/92)    1.172  (m)            3.85   (f) ADJUSTED    2 1
 AD6268
 AD6268.Superseded values are not recommended for survey control.
 AD6268
 AD6268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6268.See file dsdata.pdf to determine how the superseded data were derived.
 AD6268
 AD6268_MARKER: DB = BENCH MARK DISK
 AD6268_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6268_SP_SET: SEAWALL
 AD6268_STAMPING: NO 2 1972
 AD6268_MARK LOGO: CGS
 AD6268_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6268+STABILITY: SURFACE MOTION
 AD6268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6268+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2006
 AD6268
 AD6268  HISTORY     - Date     Condition        Report By
 AD6268  HISTORY     - 1972     MONUMENTED       NOS
 AD6268  HISTORY     - 1981     GOOD             FLDNR
 AD6268  HISTORY     - 1987     GOOD             FLDNR
 AD6268  HISTORY     - 19950115 GOOD             USPSQD
 AD6268  HISTORY     - 20020208 GOOD             USPSQD
 AD6268  HISTORY     - 20030221 GOOD             USPSQD
 AD6268  HISTORY     - 20040303 GOOD             USPSQD
 AD6268  HISTORY     - 20060203 GOOD             FLDEP
 AD6268  HISTORY     - 20250428 MARK NOT FOUND   GEOCAC
 AD6268
 AD6268                          STATION DESCRIPTION
 AD6268
 AD6268'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6268'1.6 MI WEST FROM JUPITER.
 AD6268'BEGIN AT THE RAILROAD CROSSING (F.E.C.) AT S.R. 706, IN JUPITER, GO
 AD6268'2.05 MILES WEST ON HIGHWAY 706 TO THE Y-JUNCTION OF CENTER STREET, GO
 AD6268'0.6 MILE NORTHEAST ON CENTER STREET TO THE JUNCTION OF LOXAHATCHEE
 AD6268'ROAD, GO NORTH ON LOXAHATCHEE ROAD 0.35 MILE TO HOLLY LANE, GO 0.1
 AD6268'MILE EAST ON HOLLY LANE TO ITS END, AND THE MARK.  THE MARK BEARS 20.7
 AD6268'FEET NORTHEAST OF THE EAST EDGE OF A WOODEN PIER, AND 12 FEET
 AD6268'NORTHEAST OF THE CENTERLINE OF THE DRIVE LEADING TO THE PIER.
 AD6268
 AD6268                          STATION RECOVERY (1987)
 AD6268
 AD6268'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AD6268'RECOVERED IN GOOD CONDITION.
 AD6268
 AD6268                          STATION RECOVERY (1995)
 AD6268
 AD6268'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6268'RECOVERED IN GOOD CONDITION.
 AD6268
 AD6268                          STATION RECOVERY (2002)
 AD6268
 AD6268'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6268'PAVED DRIVE AND PIER NO LONGER EXIST. MARK IS 45 FEET NORTHEAST OF
 AD6268'STATION 872 2494 TIDAL 1 AND SET ON TOP OF SEAWALL.
 AD6268
 AD6268                          STATION RECOVERY (2003)
 AD6268
 AD6268'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6268'RECOVERED IN GOOD CONDITION.
 AD6268
 AD6268                          STATION RECOVERY (2004)
 AD6268
 AD6268'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6268'RECOVERED IN GOOD CONDITION.
 AD6268
 AD6268                          STATION RECOVERY (2006)
 AD6268
 AD6268'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6268'RECOVERED AS DESCRIBED.
 AD6268
 AD6268                          STATION RECOVERY (2025)
 AD6268
 AD6268'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD6268'MARK NOT FOUND.  SEAWALL REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6267 ***********************************************************************
 AD6267  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6267  DESIGNATION -  872 2494 TIDAL 3
 AD6267  PID         -  AD6267
 AD6267  STATE/COUNTY-  FL/PALM BEACH
 AD6267  COUNTRY     -  US
 AD6267  USGS QUAD   -  JUPITER (2018)
 AD6267
 AD6267                         *CURRENT SURVEY CONTROL
 AD6267  ______________________________________________________________________
 AD6267* NAD 83(1986) POSITION- 26 56 38.     (N) 080 07 12.     (W)   SCALED
 AD6267* NAVD 88 ORTHO HEIGHT -     1.152 (meters)        3.78  (feet) ADJUSTED
 AD6267  ______________________________________________________________________
 AD6267  GEOID HEIGHT    -        -27.285 (meters)                     GEOID18
 AD6267  DYNAMIC HEIGHT  -          1.151 (meters)        3.78  (feet) COMP
 AD6267  MODELED GRAVITY -    979,095.7   (mgal)                       NAVD 88
 AD6267
 AD6267  VERT ORDER      -  SECOND    CLASS I
 AD6267
 AD6267.The horizontal coordinates were scaled from a map and have
 AD6267.an estimated accuracy of +/- 6 seconds.
 AD6267
 AD6267.The orthometric height was determined by differential leveling and
 AD6267.adjusted by the NATIONAL GEODETIC SURVEY
 AD6267.in June 1991.
 AD6267
 AD6267.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6267.GEOID18 height accuracy estimate available here.
 AD6267
 AD6267.This Tidal Bench Mark is designated as VM 5554
 AD6267.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6267
 AD6267.Click photographs - Photos may exist for this station.
 AD6267
 AD6267.The dynamic height is computed by dividing the NAVD 88
 AD6267.geopotential number by the normal gravity value computed on the
 AD6267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6267.degrees latitude (g = 980.6199 gals.).
 AD6267
 AD6267.The modeled gravity was interpolated from observed gravity values.
 AD6267
 AD6267;                    North         East    Units  Estimated Accuracy
 AD6267;SPC FL E     -   289,490.      287,390.      MT  (+/- 180 meters Scaled)
 AD6267
 AD6267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873805(NAD 83)
 AD6267
 AD6267                          SUPERSEDED SURVEY CONTROL
 AD6267
 AD6267  NGVD 29 (09/01/92)    1.613  (m)            5.29   (f) ADJUSTED    2 1
 AD6267
 AD6267.Superseded values are not recommended for survey control.
 AD6267
 AD6267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6267.See file dsdata.pdf to determine how the superseded data were derived.
 AD6267
 AD6267_MARKER: DB = BENCH MARK DISK
 AD6267_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6267_SP_SET: CURBING
 AD6267_STAMPING: NO 3 1972
 AD6267_MARK LOGO: CGS
 AD6267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6267
 AD6267  HISTORY     - Date     Condition        Report By
 AD6267  HISTORY     - 1972     MONUMENTED       NOS
 AD6267  HISTORY     - 1981     GOOD             FLDNR
 AD6267  HISTORY     - 1987     GOOD             FLDNR
 AD6267  HISTORY     - 19950115 GOOD             USPSQD
 AD6267  HISTORY     - 20020208 MARK NOT FOUND   USPSQD
 AD6267  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AD6267  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 AD6267
 AD6267                          STATION DESCRIPTION
 AD6267
 AD6267'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6267'1.6 MI WEST FROM JUPITER.
 AD6267'BEGIN AT THE RAILROAD CROSSING (F.E.C.) AT S.R. 706, IN JUPITER, GO
 AD6267'2.05 MILES WEST ON HIGHWAY 706 TO THE Y-JUNCTION OF CENTER STREET, GO
 AD6267'0.6 MILE NORTHEAST ON CENTER STREET TO THE JUNCTION OF LOXAHATCHEE
 AD6267'ROAD, GO NORTH ON LOXAHATCHEE ROAD 0.35 MILE TO HOLLY LANE, GO 0.1
 AD6267'MILE EAST ON HOLLY LANE TO ITS END, AND THE MARK.  THE MARK BEARS 40
 AD6267'FEET SOUTHEAST OF HOLLY LANE CENTERLINE, AND 8 FEET SOUTHWEST OF THE
 AD6267'APPROXIMATE CENTER OF A PAVED DRIVE LEADING TO A PIER.
 AD6267
 AD6267                          STATION RECOVERY (1987)
 AD6267
 AD6267'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AD6267'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS SOUTH
 AD6267'OF THE ROAD AND WEST OF THE DRIVE.
 AD6267
 AD6267                          STATION RECOVERY (1995)
 AD6267
 AD6267'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6267'RECOVERED IN GOOD CONDITION.
 AD6267
 AD6267                          STATION RECOVERY (2002)
 AD6267
 AD6267'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6267'PAVED DRIVE AND PIER NO LONGER EXIST. SITE IS UNDER CONSTRUCTION.
 AD6267
 AD6267                          STATION RECOVERY (2003)
 AD6267
 AD6267'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6267'MARK NOT FOUND.
 AD6267
 AD6267                          STATION RECOVERY (2004)
 AD6267
 AD6267'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6267'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6266 ***********************************************************************
 AD6266  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6266  DESIGNATION -  872 2494 TIDAL 4
 AD6266  PID         -  AD6266
 AD6266  STATE/COUNTY-  FL/PALM BEACH
 AD6266  COUNTRY     -  US
 AD6266  USGS QUAD   -  JUPITER (2018)
 AD6266
 AD6266                         *CURRENT SURVEY CONTROL
 AD6266  ______________________________________________________________________
 AD6266* NAD 83(1986) POSITION- 26 56 38.     (N) 080 07 12.     (W)   SCALED
 AD6266* NAVD 88 ORTHO HEIGHT -     1.358 (meters)        4.46  (feet) ADJUSTED
 AD6266  ______________________________________________________________________
 AD6266  GEOID HEIGHT    -        -27.285 (meters)                     GEOID18
 AD6266  DYNAMIC HEIGHT  -          1.356 (meters)        4.45  (feet) COMP
 AD6266  MODELED GRAVITY -    979,095.7   (mgal)                       NAVD 88
 AD6266
 AD6266  VERT ORDER      -  SECOND    CLASS I
 AD6266
 AD6266.The horizontal coordinates were scaled from a map and have
 AD6266.an estimated accuracy of +/- 6 seconds.
 AD6266
 AD6266.The orthometric height was determined by differential leveling and
 AD6266.adjusted by the NATIONAL GEODETIC SURVEY
 AD6266.in June 1991.
 AD6266
 AD6266.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6266.GEOID18 height accuracy estimate available here.
 AD6266
 AD6266.This Tidal Bench Mark is designated as VM 5555
 AD6266.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6266
 AD6266.Click photographs - Photos may exist for this station.
 AD6266
 AD6266.The dynamic height is computed by dividing the NAVD 88
 AD6266.geopotential number by the normal gravity value computed on the
 AD6266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6266.degrees latitude (g = 980.6199 gals.).
 AD6266
 AD6266.The modeled gravity was interpolated from observed gravity values.
 AD6266
 AD6266;                    North         East    Units  Estimated Accuracy
 AD6266;SPC FL E     -   289,490.      287,390.      MT  (+/- 180 meters Scaled)
 AD6266
 AD6266_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873805(NAD 83)
 AD6266
 AD6266                          SUPERSEDED SURVEY CONTROL
 AD6266
 AD6266  NGVD 29 (09/01/92)    1.818  (m)            5.96   (f) ADJUSTED    2 1
 AD6266
 AD6266.Superseded values are not recommended for survey control.
 AD6266
 AD6266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6266.See file dsdata.pdf to determine how the superseded data were derived.
 AD6266
 AD6266_MARKER: DB = BENCH MARK DISK
 AD6266_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6266_SP_SET: CURBING
 AD6266_STAMPING: NO 4 1972
 AD6266_MARK LOGO: CGS
 AD6266_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6266
 AD6266  HISTORY     - Date     Condition        Report By
 AD6266  HISTORY     - 1972     MONUMENTED       NOS
 AD6266  HISTORY     - 1981     GOOD             FLDNR
 AD6266  HISTORY     - 1987     GOOD             FLDNR
 AD6266  HISTORY     - 19950114 GOOD             USPSQD
 AD6266  HISTORY     - 20020208 MARK NOT FOUND   USPSQD
 AD6266  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AD6266  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 AD6266
 AD6266                          STATION DESCRIPTION
 AD6266
 AD6266'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6266'1.6 MI WEST FROM JUPITER.
 AD6266'BEGIN AT THE RAILROAD CROSSING (F.E.C.) AT S.R. 706, IN JUPITER, GO
 AD6266'2.05 MILES WEST ON HIGHWAY 706 TO THE Y-JUNCTION OF CENTER STREET, GO
 AD6266'0.6 MILE NORTHEAST ON CENTER STREET TO THE JUNCTION OF LOXAHATCHEE
 AD6266'ROAD, GO NORTH ON LOXAHATCHEE ROAD 0.35 MILE TO HOLLY LANE, GO 0.1
 AD6266'MILE EAST ON HOLLY LANE TO ITS END, AND THE MARK.  THE MARK BEARS 50.8
 AD6266'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE AT THE NORTHEAST END
 AD6266'OF HOLLY LANE, AND 9.8 FEET NORTH OF HOLLY LANE CENTERLINE.
 AD6266
 AD6266                          STATION RECOVERY (1987)
 AD6266
 AD6266'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AD6266'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS SOUTH
 AD6266'OF THE SOUTHEAST OF HOUSE AND NORTH OF ROAD.
 AD6266
 AD6266                          STATION RECOVERY (1995)
 AD6266
 AD6266'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6266'RECOVERED IN GOOD CONDITION.
 AD6266
 AD6266                          STATION RECOVERY (2002)
 AD6266
 AD6266'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6266'A NEW 2 STORY HOME (UNDER CONSTRUCTION) HAS BEEN BUILT OVER SITE. THE
 AD6266'HOUSE DESCRIBED AT THE NORTHEAST END OF HOLLY LANE (ONE STORY - 5663)
 AD6266'IS PENDING DEMOLITION.
 AD6266
 AD6266                          STATION RECOVERY (2003)
 AD6266
 AD6266'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6266'MARK NOT FOUND.
 AD6266
 AD6266                          STATION RECOVERY (2004)
 AD6266
 AD6266'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6266'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6270 ***********************************************************************
 AD6270  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6270  DESIGNATION -  872 2494 TIDAL 5
 AD6270  PID         -  AD6270
 AD6270  STATE/COUNTY-  FL/PALM BEACH
 AD6270  COUNTRY     -  US
 AD6270  USGS QUAD   -  JUPITER (2018)
 AD6270
 AD6270                         *CURRENT SURVEY CONTROL
 AD6270  ______________________________________________________________________
 AD6270* NAD 83(1986) POSITION- 26 56 38.     (N) 080 07 12.     (W)   SCALED
 AD6270* NAVD 88 ORTHO HEIGHT -     1.355 (meters)        4.45  (feet) ADJUSTED
 AD6270  ______________________________________________________________________
 AD6270  GEOID HEIGHT    -        -27.285 (meters)                     GEOID18
 AD6270  DYNAMIC HEIGHT  -          1.352 (meters)        4.44  (feet) COMP
 AD6270  MODELED GRAVITY -    979,095.7   (mgal)                       NAVD 88
 AD6270
 AD6270  VERT ORDER      -  SECOND    CLASS I
 AD6270
 AD6270.The horizontal coordinates were scaled from a map and have
 AD6270.an estimated accuracy of +/- 6 seconds.
 AD6270
 AD6270.The orthometric height was determined by differential leveling and
 AD6270.adjusted by the NATIONAL GEODETIC SURVEY
 AD6270.in June 1991.
 AD6270
 AD6270.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6270.GEOID18 height accuracy estimate available here.
 AD6270
 AD6270.This Tidal Bench Mark is designated as VM 5556
 AD6270.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6270
 AD6270.Click photographs - Photos may exist for this station.
 AD6270
 AD6270.The dynamic height is computed by dividing the NAVD 88
 AD6270.geopotential number by the normal gravity value computed on the
 AD6270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6270.degrees latitude (g = 980.6199 gals.).
 AD6270
 AD6270.The modeled gravity was interpolated from observed gravity values.
 AD6270
 AD6270;                    North         East    Units  Estimated Accuracy
 AD6270;SPC FL E     -   289,490.      287,390.      MT  (+/- 180 meters Scaled)
 AD6270
 AD6270_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK873805(NAD 83)
 AD6270
 AD6270                          SUPERSEDED SURVEY CONTROL
 AD6270
 AD6270  NGVD 29 (09/01/92)    1.815  (m)            5.95   (f) ADJUSTED    2 1
 AD6270
 AD6270.Superseded values are not recommended for survey control.
 AD6270
 AD6270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6270.See file dsdata.pdf to determine how the superseded data were derived.
 AD6270
 AD6270_MARKER: DB = BENCH MARK DISK
 AD6270_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6270_SP_SET: CURBING
 AD6270_STAMPING: NO 5 1972
 AD6270_MARK LOGO: CGS
 AD6270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6270
 AD6270  HISTORY     - Date     Condition        Report By
 AD6270  HISTORY     - 1972     MONUMENTED       NOS
 AD6270  HISTORY     - 1981     GOOD             FLDNR
 AD6270  HISTORY     - 1987     GOOD             FLDNR
 AD6270  HISTORY     - 19950115 GOOD             USPSQD
 AD6270  HISTORY     - 20020208 MARK NOT FOUND   USPSQD
 AD6270  HISTORY     - 20030223 MARK NOT FOUND   USPSQD
 AD6270  HISTORY     - 20040303 MARK NOT FOUND   USPSQD
 AD6270
 AD6270                          STATION DESCRIPTION
 AD6270
 AD6270'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6270'1.6 MI WEST FROM JUPITER.
 AD6270'BEGIN AT THE RAILROAD CROSSING (F.E.C.) AT S.R. 706, IN JUPITER, GO
 AD6270'2.05 MILES WEST ON HIGHWAY 706 TO THE Y-JUNCTION OF CENTER STREET, GO
 AD6270'0.6 MILE NORTHEAST ON CENTER STREET TO THE JUNCTION OF LOXAHATCHEE
 AD6270'ROAD, GO NORTH ON LOXAHATCHEE ROAD 0.35 MILE TO HOLLY LANE, GO 0.1
 AD6270'MILE EAST ON HOLLY LANE TO ITS END, AND THE MARK.  THE MARK BEARS 59
 AD6270'FEET NORTH OF HOLLY LANE CENTERLINE, AND 53 FEET EAST OF THE SOUTHEAST
 AD6270'CORNER OF THE LAST HOUSE ON THE NORTH SIDE OF HOLLY LANE.
 AD6270
 AD6270                          STATION RECOVERY (1987)
 AD6270
 AD6270'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AD6270'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS EAST
 AD6270'OF THE SOUTHEAST CORNER OF HOUSE 5663.
 AD6270
 AD6270                          STATION RECOVERY (1995)
 AD6270
 AD6270'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD6270'RECOVERED IN GOOD CONDITION.
 AD6270
 AD6270                          STATION RECOVERY (2002)
 AD6270
 AD6270'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6270'A NEW 2 STORY HOME (UNDER CONSTRUCTION) HAS BEEN BUILT ON SITE. THE
 AD6270'LAST HOUSE ON THE NORTH END OF HOLLY LANE (ONE STORY - 5663) IS
 AD6270'PENDING DEMOLITION.
 AD6270
 AD6270                          STATION RECOVERY (2003)
 AD6270
 AD6270'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6270'MARK NOT FOUND.
 AD6270
 AD6270                          STATION RECOVERY (2004)
 AD6270
 AD6270'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6270'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6291 ***********************************************************************
 AD6291  DESIGNATION -  872 2495 J TIDAL FLDNR
 AD6291  PID         -  AD6291
 AD6291  STATE/COUNTY-  FL/PALM BEACH
 AD6291  COUNTRY     -  US
 AD6291  USGS QUAD   -  JUPITER (2018)
 AD6291
 AD6291                         *CURRENT SURVEY CONTROL
 AD6291  ______________________________________________________________________
 AD6291* NAD 83(1986) POSITION- 26 56 39.     (N) 080 04 17.     (W)   SCALED
 AD6291* NAVD 88 ORTHO HEIGHT -     3.814 (meters)       12.51  (feet) ADJUSTED
 AD6291  ______________________________________________________________________
 AD6291  GEOID HEIGHT    -        -27.497 (meters)                     GEOID18
 AD6291  DYNAMIC HEIGHT  -          3.808 (meters)       12.49  (feet) COMP
 AD6291  MODELED GRAVITY -    979,093.2   (mgal)                       NAVD 88
 AD6291
 AD6291  VERT ORDER      -  SECOND    CLASS I
 AD6291
 AD6291.The horizontal coordinates were scaled from a map and have
 AD6291.an estimated accuracy of +/- 6 seconds.
 AD6291
 AD6291.The orthometric height was determined by differential leveling and
 AD6291.adjusted by the NATIONAL GEODETIC SURVEY
 AD6291.in June 1991.
 AD6291
 AD6291.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6291.GEOID18 height accuracy estimate available here.
 AD6291
 AD6291.Click photographs - Photos may exist for this station.
 AD6291
 AD6291.The dynamic height is computed by dividing the NAVD 88
 AD6291.geopotential number by the normal gravity value computed on the
 AD6291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6291.degrees latitude (g = 980.6199 gals.).
 AD6291
 AD6291.The modeled gravity was interpolated from observed gravity values.
 AD6291
 AD6291;                    North         East    Units  Estimated Accuracy
 AD6291;SPC FL E     -   289,560.      292,210.      MT  (+/- 180 meters Scaled)
 AD6291
 AD6291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921805(NAD 83)
 AD6291
 AD6291                          SUPERSEDED SURVEY CONTROL
 AD6291
 AD6291  NGVD 29 (09/01/92)    4.276  (m)           14.03   (f) ADJUSTED    2 1
 AD6291
 AD6291.Superseded values are not recommended for survey control.
 AD6291
 AD6291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6291.See file dsdata.pdf to determine how the superseded data were derived.
 AD6291
 AD6291_MARKER: DJ = TIDAL STATION DISK
 AD6291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6291_STAMPING: 2495 J 1981 BSM
 AD6291_MARK LOGO: FLDNR
 AD6291_PROJECTION: FLUSH
 AD6291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6291+STABILITY: SURFACE MOTION
 AD6291
 AD6291  HISTORY     - Date     Condition        Report By
 AD6291  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6291  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 AD6291  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 AD6291  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 AD6291  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD6291  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6291
 AD6291                          STATION DESCRIPTION
 AD6291
 AD6291'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6291'1.4 MI EAST FROM JUPITER.
 AD6291'BEGIN AT THE JUNCTION OF STATE HIGHWAY A1A WITH U.S. HIGHWAY 1 IN
 AD6291'JUPITER, PROCEED 0.7 MILE SOUTHEAST ALONG A1A TO THE JUNCTION OF A
 AD6291'PAVED ROAD, GO 0.4 MILE EAST ALONG THE PAVED ROAD TO A ROAD ALONG A
 AD6291'PUBLIC PARK, GO 0.3 MILE NORTH ALONG THE PARK TO THE LOCATION OF THE
 AD6291'BENCH MARK.  THE MARK BEARS 12.0 FEET SOUTH OF THE CENTERLINE OF A
 AD6291'ONE-WAY ROAD RUNNING WEST, 11.6 FEET NORTH-NORTHEAST OF THE CENTERLINE
 AD6291'OF A ONE-WAY ROAD LEADING NORTH AND WEST, 3.4 FEET WEST-NORTHWEST OF A
 AD6291'NO-RIGHT-TURN AND ONE-WAY SIGN, 21.6 FEET SOUTH OF A DO-NOT-ENTER
 AD6291'SIGN, 2.0 FEET NORTH OF THE SOUTH EDGE OF A CONCRETE CURB, 2.7 FEET
 AD6291'SOUTH OF THE NORTH EDGE OF ANOTHER CONCRETE CURB, ABOUT 200 FEET NORTH
 AD6291'OF BENCH MARK R 305 1970, AND 2.6 FEET WEST-NORTHWEST OF A WITNESS
 AD6291'POST.
 AD6291
 AD6291                          STATION RECOVERY (1994)
 AD6291
 AD6291'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6291'MARK NOT FOUND.
 AD6291
 AD6291                          STATION RECOVERY (2002)
 AD6291
 AD6291'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6291'THE SITE HAS BEEN REDEVELOPED. ALL ONE-WAY ROADS HAVE BEEN REPLACED BY
 AD6291'ONE PAVED 2 LANE ROAD.
 AD6291
 AD6291                          STATION RECOVERY (2003)
 AD6291
 AD6291'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6291'MARK NOT FOUND.
 AD6291
 AD6291                          STATION RECOVERY (2004)
 AD6291
 AD6291'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6291'MARK NOT FOUND.
 AD6291
 AD6291                          STATION RECOVERY (2005)
 AD6291
 AD6291'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6291'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6292 ***********************************************************************
 AD6292  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6292  DESIGNATION -  872 2495 K TIDAL
 AD6292  PID         -  AD6292
 AD6292  STATE/COUNTY-  FL/PALM BEACH
 AD6292  COUNTRY     -  US
 AD6292  USGS QUAD   -  JUPITER (2018)
 AD6292
 AD6292                         *CURRENT SURVEY CONTROL
 AD6292  ______________________________________________________________________
 AD6292* NAD 83(1986) POSITION- 26 56 39.     (N) 080 04 17.     (W)   SCALED
 AD6292* NAVD 88 ORTHO HEIGHT -     3.998 (meters)       13.12  (feet) ADJUSTED
 AD6292  ______________________________________________________________________
 AD6292  GEOID HEIGHT    -        -27.497 (meters)                     GEOID18
 AD6292  DYNAMIC HEIGHT  -          3.992 (meters)       13.10  (feet) COMP
 AD6292  MODELED GRAVITY -    979,093.2   (mgal)                       NAVD 88
 AD6292
 AD6292  VERT ORDER      -  SECOND    CLASS I
 AD6292
 AD6292.The horizontal coordinates were scaled from a map and have
 AD6292.an estimated accuracy of +/- 6 seconds.
 AD6292
 AD6292.The orthometric height was determined by differential leveling and
 AD6292.adjusted by the NATIONAL GEODETIC SURVEY
 AD6292.in June 1991.
 AD6292
 AD6292.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6292.GEOID18 height accuracy estimate available here.
 AD6292
 AD6292.This Tidal Bench Mark is designated as VM 5559
 AD6292.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6292
 AD6292.Click photographs - Photos may exist for this station.
 AD6292
 AD6292.The dynamic height is computed by dividing the NAVD 88
 AD6292.geopotential number by the normal gravity value computed on the
 AD6292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6292.degrees latitude (g = 980.6199 gals.).
 AD6292
 AD6292.The modeled gravity was interpolated from observed gravity values.
 AD6292
 AD6292;                    North         East    Units  Estimated Accuracy
 AD6292;SPC FL E     -   289,560.      292,210.      MT  (+/- 180 meters Scaled)
 AD6292
 AD6292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921805(NAD 83)
 AD6292
 AD6292                          SUPERSEDED SURVEY CONTROL
 AD6292
 AD6292  NGVD 29 (09/01/92)    4.460  (m)           14.63   (f) ADJUSTED    2 1
 AD6292
 AD6292.Superseded values are not recommended for survey control.
 AD6292
 AD6292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6292.See file dsdata.pdf to determine how the superseded data were derived.
 AD6292
 AD6292_MARKER: DB = BENCH MARK DISK
 AD6292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6292_STAMPING: 2495 K 1981 BSM
 AD6292_MARK LOGO: FLDNR
 AD6292_PROJECTION: FLUSH
 AD6292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6292+STABILITY: SURFACE MOTION
 AD6292
 AD6292  HISTORY     - Date     Condition        Report By
 AD6292  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6292  HISTORY     - 1987     GOOD             FLDNR
 AD6292  HISTORY     - 19940608 GOOD             USPSQD
 AD6292  HISTORY     - 20020126 MARK NOT FOUND   USPSQD
 AD6292  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 AD6292  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD6292  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6292
 AD6292                          STATION DESCRIPTION
 AD6292
 AD6292'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6292'1.4 MI EAST FROM JUPITER.
 AD6292'BEGIN AT THE JUNCTION OF STATE HIGHWAY A1A WITH U.S. HIGHWAY 1 IN
 AD6292'JUPITER, PROCEED 0.7 MILE SOUTHEAST ALONG A1A TO THE JUNCTION OF A
 AD6292'PAVED ROAD, GO 0.4 MILE EAST ALONG THE PAVED ROAD TO A ROAD ALONG A
 AD6292'PUBLIC PARK, GO 0.3 MILE NORTH ALONG THE PARK TO THE LOCATION OF THE
 AD6292'BENCH MARK.  THE MARK BEARS 22.0 FEET NORTHWEST OF THE CENTERLINE OF A
 AD6292'ONE-WAY ROAD LEADING SOUTH, 15.8 FEET SOUTHWEST OF A TWIN-TRUNK
 AD6292'AUSTRALIAN PINE, 5.0 FEET WEST OF THE SOUTHERNMOST 1.5-FOOT HIGH,
 AD6292'6-INCH SQUARE CONCRETE GUARD POST, 63.4 FEET WEST-NORTHWEST OF A ROUND
 AD6292'CONCRETE GRILL TABLE, 1.8 FEET EAST-SOUTHEAST OF A WITNESS POST, AND
 AD6292'IS SET UNDER A SEAGRAPE TREE.
 AD6292
 AD6292                          STATION RECOVERY (1987)
 AD6292
 AD6292'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AD6292'RECOVERED IN GOOD CONDITION.
 AD6292
 AD6292                          STATION RECOVERY (1994)
 AD6292
 AD6292'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6292'RECOVERED IN GOOD CONDITION.
 AD6292
 AD6292                          STATION RECOVERY (2002)
 AD6292
 AD6292'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6292'THE SITE HAS BEEN REDEVELOPED. ALL ONE-WAY ROADS HAVE BEEN REPLACED BY
 AD6292'ONE PAVED 2 LANE ROAD.
 AD6292
 AD6292                          STATION RECOVERY (2003)
 AD6292
 AD6292'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6292'MARK NOT FOUND.
 AD6292
 AD6292                          STATION RECOVERY (2004)
 AD6292
 AD6292'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6292'MARK NOT FOUND.
 AD6292
 AD6292                          STATION RECOVERY (2005)
 AD6292
 AD6292'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6292'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6293 ***********************************************************************
 AD6293  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6293  DESIGNATION -  872 2495 L TIDAL
 AD6293  PID         -  AD6293
 AD6293  STATE/COUNTY-  FL/PALM BEACH
 AD6293  COUNTRY     -  US
 AD6293  USGS QUAD   -  JUPITER (2018)
 AD6293
 AD6293                         *CURRENT SURVEY CONTROL
 AD6293  ______________________________________________________________________
 AD6293* NAD 83(1986) POSITION- 26 56 39.     (N) 080 04 17.     (W)   SCALED
 AD6293* NAVD 88 ORTHO HEIGHT -     0.875 (meters)        2.87  (feet) ADJUSTED
 AD6293  ______________________________________________________________________
 AD6293  GEOID HEIGHT    -        -27.497 (meters)                     GEOID18
 AD6293  DYNAMIC HEIGHT  -          0.873 (meters)        2.86  (feet) COMP
 AD6293  MODELED GRAVITY -    979,093.2   (mgal)                       NAVD 88
 AD6293
 AD6293  VERT ORDER      -  SECOND    CLASS I
 AD6293
 AD6293.The horizontal coordinates were scaled from a map and have
 AD6293.an estimated accuracy of +/- 6 seconds.
 AD6293
 AD6293.The orthometric height was determined by differential leveling and
 AD6293.adjusted by the NATIONAL GEODETIC SURVEY
 AD6293.in June 1991.
 AD6293
 AD6293.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6293.GEOID18 height accuracy estimate available here.
 AD6293
 AD6293.This Tidal Bench Mark is designated as VM 5560
 AD6293.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6293
 AD6293.Click photographs - Photos may exist for this station.
 AD6293
 AD6293.The dynamic height is computed by dividing the NAVD 88
 AD6293.geopotential number by the normal gravity value computed on the
 AD6293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6293.degrees latitude (g = 980.6199 gals.).
 AD6293
 AD6293.The modeled gravity was interpolated from observed gravity values.
 AD6293
 AD6293;                    North         East    Units  Estimated Accuracy
 AD6293;SPC FL E     -   289,560.      292,210.      MT  (+/- 180 meters Scaled)
 AD6293
 AD6293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921805(NAD 83)
 AD6293
 AD6293                          SUPERSEDED SURVEY CONTROL
 AD6293
 AD6293  NGVD 29 (09/01/92)    1.337  (m)            4.39   (f) ADJUSTED    2 1
 AD6293
 AD6293.Superseded values are not recommended for survey control.
 AD6293
 AD6293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6293.See file dsdata.pdf to determine how the superseded data were derived.
 AD6293
 AD6293_MARKER: DB = BENCH MARK DISK
 AD6293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6293_STAMPING: 2495 L 1981 BSM
 AD6293_MARK LOGO: FLDNR
 AD6293_PROJECTION: FLUSH
 AD6293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6293+STABILITY: SURFACE MOTION
 AD6293
 AD6293  HISTORY     - Date     Condition        Report By
 AD6293  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6293  HISTORY     - 1987     GOOD             FLDNR
 AD6293  HISTORY     - 19940608 MARK NOT FOUND   USPSQD
 AD6293  HISTORY     - 20020127 MARK NOT FOUND   USPSQD
 AD6293  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 AD6293  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD6293  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD6293
 AD6293                          STATION DESCRIPTION
 AD6293
 AD6293'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6293'1.4 MI EAST FROM JUPITER.
 AD6293'BEGIN AT THE JUNCTION OF STATE HIGHWAY A1A WITH U.S. HIGHWAY 1 IN
 AD6293'JUPITER, PROCEED 0.7 MILE SOUTHEAST ALONG A1A TO THE JUNCTION OF A
 AD6293'PAVED ROAD, GO 0.4 MILE EAST ALONG THE PAVED ROAD TO A ROAD ALONG A
 AD6293'PUBLIC PARK, GO 0.3 MILE NORTH ALONG THE PARK TO THE LOCATION OF THE
 AD6293'BENCH MARK.  THE MARK BEARS 64.0 FEET WEST-NORTHWEST OF THE CENTERLINE
 AD6293'OF A ONE-WAY ROAD LEADING NORTH TO THE INLET PARKING LOT, 65.0 FEET
 AD6293'EAST-NORTHEAST OF THE CENTERLINE OF A ONE-WAY ROAD LEADING SOUTH, 52
 AD6293'FEET NORTH-NORTHWEST OF A ONE-WAY SIGN, 58.5 FEET NORTHEAST OF A
 AD6293'DO-NOT-ENTER SIGN, 48.0 FEET WEST OF THE WESTERNMOST 18-INCH DIAMETER
 AD6293'AUSTRALIAN PINE TREE OF A GROUP OF THREE AUSTRALIAN PINES RANGING IN
 AD6293'SIZE FROM 18 INCHES TO 36 INCHES IN DIAMETER, AND 1.5 FEET SOUTH OF A
 AD6293'WITNESS POST.
 AD6293
 AD6293                          STATION RECOVERY (1987)
 AD6293
 AD6293'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AD6293'RECOVERED IN GOOD CONDITION.
 AD6293
 AD6293                          STATION RECOVERY (1994)
 AD6293
 AD6293'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6293'MARK NOT FOUND.
 AD6293
 AD6293                          STATION RECOVERY (2002)
 AD6293
 AD6293'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6293'THE SITE HAS BEEN REDEVELOPED. ALL ONE-WAY ROADS HAVE BEEN REPLACED BY
 AD6293'ONE PAVED 2 LANE ROAD.
 AD6293
 AD6293                          STATION RECOVERY (2003)
 AD6293
 AD6293'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6293'MARK NOT FOUND.
 AD6293
 AD6293                          STATION RECOVERY (2004)
 AD6293
 AD6293'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6293'MARK NOT FOUND.
 AD6293
 AD6293                          STATION RECOVERY (2005)
 AD6293
 AD6293'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6293'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8089 ***********************************************************************
 AD8089  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8089  DESIGNATION -  872 2495 M TIDAL
 AD8089  PID         -  AD8089
 AD8089  STATE/COUNTY-  FL/PALM BEACH
 AD8089  COUNTRY     -  US
 AD8089  USGS QUAD   -  JUPITER (2018)
 AD8089
 AD8089                         *CURRENT SURVEY CONTROL
 AD8089  ______________________________________________________________________
 AD8089* NAD 83(1986) POSITION- 26 56 30.     (N) 080 04 17.     (W)   SCALED
 AD8089* NAVD 88 ORTHO HEIGHT -     1.994 (meters)        6.54  (feet) ADJUSTED
 AD8089  ______________________________________________________________________
 AD8089  GEOID HEIGHT    -        -27.486 (meters)                     GEOID18
 AD8089  DYNAMIC HEIGHT  -          1.991 (meters)        6.53  (feet) COMP
 AD8089  MODELED GRAVITY -    979,093.5   (mgal)                       NAVD 88
 AD8089
 AD8089  VERT ORDER      -  SECOND    CLASS I
 AD8089
 AD8089.The horizontal coordinates were scaled from a map and have
 AD8089.an estimated accuracy of +/- 6 seconds.
 AD8089
 AD8089.The orthometric height was determined by differential leveling and
 AD8089.adjusted by the NATIONAL GEODETIC SURVEY
 AD8089.in September 1996.
 AD8089
 AD8089.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8089.GEOID18 height accuracy estimate available here.
 AD8089
 AD8089.This Tidal Bench Mark is designated as VM 7470
 AD8089.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8089
 AD8089.Click photographs - Photos may exist for this station.
 AD8089
 AD8089.The dynamic height is computed by dividing the NAVD 88
 AD8089.geopotential number by the normal gravity value computed on the
 AD8089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8089.degrees latitude (g = 980.6199 gals.).
 AD8089
 AD8089.The modeled gravity was interpolated from observed gravity values.
 AD8089
 AD8089;                    North         East    Units  Estimated Accuracy
 AD8089;SPC FL E     -   289,280.      292,210.      MT  (+/- 180 meters Scaled)
 AD8089
 AD8089_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921803(NAD 83)
 AD8089
 AD8089                          SUPERSEDED SURVEY CONTROL
 AD8089
 AD8089  NGVD 29 (09/01/92)    2.456  (m)            8.06   (f) ADJUSTED    2 1
 AD8089
 AD8089.Superseded values are not recommended for survey control.
 AD8089
 AD8089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8089.See file dsdata.pdf to determine how the superseded data were derived.
 AD8089
 AD8089_MARKER: DJ = TIDAL STATION DISK
 AD8089_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8089_SP_SET: SMALL BRIDGE ABUTMENT
 AD8089_STAMPING: 2495 M 1986
 AD8089_MARK LOGO: NOS
 AD8089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8089+STABILITY: SURFACE MOTION
 AD8089
 AD8089  HISTORY     - Date     Condition        Report By
 AD8089  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8089  HISTORY     - 19940608 GOOD             USPSQD
 AD8089  HISTORY     - 20020127 MARK NOT FOUND   USPSQD
 AD8089  HISTORY     - 20030215 MARK NOT FOUND   USPSQD
 AD8089  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD8089  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD8089
 AD8089                          STATION DESCRIPTION
 AD8089
 AD8089'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8089'1.3 MI WEST FROM JUPITER.
 AD8089'BEGIN AT THE JUNCTION OF STATE HIGHWAY A1A AND U.S. HIGHWAY 1 IN
 AD8089'JUPITER.  GO 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY A1A TO THE
 AD8089'JUNCTION OF JUPITER BEACH ROAD GO 0.25 MILE ALONG JUPITER BEACH ROAD
 AD8089'TO A SMALL BRIDGE AND THE MARK.  THE MARK IS SET IN THE NORTHWEST
 AD8089'BRIDGE ABUTMENT.  THE MARK BEARS 22.2 FEET NORTH OF THE CENTERLINE OF
 AD8089'THE EDWIN P. PEDERSON BRIDGE, 0.7 FOOT NORTHWEST OF THE NORTHWEST
 AD8089'CONCRETE BRIDGE RAIL AND ABOUT 0.25 MILE SOUTH SOUTHWEST OF TIDAL
 AD8089'BENCH MARK 2495 L 1981 BSM.
 AD8089'THE MARK IS ABOVE LEVEL WITH ROAD.
 AD8089
 AD8089                          STATION RECOVERY (1994)
 AD8089
 AD8089'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8089'RECOVERED IN GOOD CONDITION.
 AD8089
 AD8089                          STATION RECOVERY (2002)
 AD8089
 AD8089'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD8089'THE BRIDGE HAS BEEN COMPLETELY REBUILT.
 AD8089
 AD8089                          STATION RECOVERY (2003)
 AD8089
 AD8089'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD8089'MARK NOT FOUND.
 AD8089
 AD8089                          STATION RECOVERY (2004)
 AD8089
 AD8089'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD8089'MARK NOT FOUND.
 AD8089
 AD8089                          STATION RECOVERY (2005)
 AD8089
 AD8089'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD8089'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ9275 ***********************************************************************
 DJ9275  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ9275  DESIGNATION -  872 2495 N TIDAL
 DJ9275  PID         -  DJ9275
 DJ9275  STATE/COUNTY-  FL/PALM BEACH
 DJ9275  COUNTRY     -  US
 DJ9275  USGS QUAD   -  JUPITER (2018)
 DJ9275
 DJ9275                         *CURRENT SURVEY CONTROL
 DJ9275  ______________________________________________________________________
 DJ9275* NAD 83(1986) POSITION- 26 56 37.5    (N) 080 04 18.7    (W)   HD_HELD2
 DJ9275* NAVD 88 ORTHO HEIGHT -     1.505 (meters)        4.94  (feet) ADJUSTED
 DJ9275  ______________________________________________________________________
 DJ9275  GEOID HEIGHT    -        -27.493 (meters)                     GEOID18
 DJ9275  DYNAMIC HEIGHT  -          1.503 (meters)        4.93  (feet) COMP
 DJ9275  MODELED GRAVITY -    979,093.2   (mgal)                       NAVD 88
 DJ9275
 DJ9275  VERT ORDER      -  SECOND    CLASS I
 DJ9275
 DJ9275.The horizontal coordinates were established by autonomous hand held GPS
 DJ9275.observations and have an estimated accuracy of +/- 10 meters.
 DJ9275
 DJ9275.The orthometric height was determined by differential leveling and
 DJ9275.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9275.in May 2010.
 DJ9275
 DJ9275.No vertical observational check was made to the station.
 DJ9275
 DJ9275.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9275.GEOID18 height accuracy estimate available here.
 DJ9275
 DJ9275.This Tidal Bench Mark is designated as VM 18739
 DJ9275.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ9275
 DJ9275.Click photographs - Photos may exist for this station.
 DJ9275
 DJ9275.The dynamic height is computed by dividing the NAVD 88
 DJ9275.geopotential number by the normal gravity value computed on the
 DJ9275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9275.degrees latitude (g = 980.6199 gals.).
 DJ9275
 DJ9275.The modeled gravity was interpolated from observed gravity values.
 DJ9275
 DJ9275;                    North         East    Units  Estimated Accuracy
 DJ9275;SPC FL E     -   289,510.      292,165.      MT  (+/- 10 meters HH2 GPS)
 DJ9275
 DJ9275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9213380543(NAD 83)
 DJ9275
 DJ9275                          SUPERSEDED SURVEY CONTROL
 DJ9275
 DJ9275.No superseded survey control is available for this station.
 DJ9275
 DJ9275_MARKER: DD = SURVEY DISK
 DJ9275_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ9275_SP_SET: SEAWALL
 DJ9275_STAMPING: 2495 N 2006
 DJ9275_MARK LOGO: FLDEP
 DJ9275_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9275+STABILITY: SURFACE MOTION
 DJ9275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9275+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2023
 DJ9275
 DJ9275  HISTORY     - Date     Condition        Report By
 DJ9275  HISTORY     - 20060216 MONUMENTED       FLDEP
 DJ9275  HISTORY     - 20060218 GOOD             FLDEP
 DJ9275  HISTORY     - 20170222 GOOD             NGS
 DJ9275  HISTORY     - 20231024 GOOD             GEOCAC
 DJ9275
 DJ9275                          STATION DESCRIPTION
 DJ9275
 DJ9275'DESCRIBED BY FL DEPT OF ENV PRO 2006 (KLB)
 DJ9275'THE MARK IS IN JUPITER BEACH PARK, IN SECTION 32, TOWNSHIP 40 SOUTH,
 DJ9275'RANGE 43 EAST.
 DJ9275'
 DJ9275'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 (FEDERAL
 DJ9275'HIGHWAY) AND COUNTY ROAD A1A (OCEAN DRIVE) ABOUT 0.8 MI (1.3 KM)
 DJ9275'NORTHEAST OF JUPITER, GO SOUTHEAST ON COUNTY ROAD A1A (OCEAN DRIVE)
 DJ9275'FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF JUPITER BEACH ROAD ON THE LEFT,
 DJ9275'TURN LEFT ON JUPITER BEACH ROAD AND GO EAST FOR 0.3 MI (0.5 KM) TO THE
 DJ9275'ENTRANCE ROAD OF JUPITER BEACH PARK ON THE LEFT, TURN LEFT ON THE
 DJ9275'ENTRANCE ROAD AND GO NORTH FOR 0.4 MI (0.6 KM) TO THE JUPITER INLET
 DJ9275'AND THE MARK, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF THE CONCRETE
 DJ9275'SEAWALL ON THE SOUTH EDGE OF THE INLET.
 DJ9275'
 DJ9275'LOCATED 87.5 FT (26.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DJ9275'EASTERNMOST PARKING AREA DRIVEWAY, 53.2 FT (16.2 M) WEST OF AN
 DJ9275'UNDESIGNATED U.S. ARMY CORE OF ENGINEERS SURVEY DISK, 50.9 FT (15.5 M)
 DJ9275'NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN HANDRAIL, 39.0 FT (11.9
 DJ9275'M) NORTH OF THE NORTHWEST CORNER OF AN 8.0 FT (2.4 M) HIGH CHAIN LINK
 DJ9275'FENCE, 2.2 FT (0.7 M) EAST OF THE TOP ONE OF TWO STEPS WITH AN
 DJ9275'ALUMINUM GUARDRAIL AND 0.6 FT (0.2 M) NORTH OF A CARSONITE WITNESS
 DJ9275'POST.
 DJ9275
 DJ9275                          STATION RECOVERY (2017)
 DJ9275
 DJ9275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 DJ9275'RECOVERED IN GOOD CONDITION.
 DJ9275
 DJ9275                          STATION RECOVERY (2023)
 DJ9275
 DJ9275'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DJ9275'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ9276 ***********************************************************************
 DJ9276  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ9276  DESIGNATION -  872 2495 P TIDAL
 DJ9276  PID         -  DJ9276
 DJ9276  STATE/COUNTY-  FL/PALM BEACH
 DJ9276  COUNTRY     -  US
 DJ9276  USGS QUAD   -  JUPITER (2018)
 DJ9276
 DJ9276                         *CURRENT SURVEY CONTROL
 DJ9276  ______________________________________________________________________
 DJ9276* NAD 83(1986) POSITION- 26 56 38.     (N) 080 04 21.     (W)   SCALED
 DJ9276* NAVD 88 ORTHO HEIGHT -     1.247 (meters)        4.09  (feet) ADJUSTED
 DJ9276  ______________________________________________________________________
 DJ9276  GEOID HEIGHT    -        -27.491 (meters)                     GEOID18
 DJ9276  DYNAMIC HEIGHT  -          1.245 (meters)        4.08  (feet) COMP
 DJ9276  MODELED GRAVITY -    979,093.2   (mgal)                       NAVD 88
 DJ9276
 DJ9276  VERT ORDER      -  SECOND    CLASS I
 DJ9276
 DJ9276.The horizontal coordinates were scaled from a map and have
 DJ9276.an estimated accuracy of +/- 6 seconds.
 DJ9276
 DJ9276.The orthometric height was determined by differential leveling and
 DJ9276.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9276.in May 2010.
 DJ9276
 DJ9276.No vertical observational check was made to the station.
 DJ9276
 DJ9276.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9276.GEOID18 height accuracy estimate available here.
 DJ9276
 DJ9276.This Tidal Bench Mark is designated as VM 18740
 DJ9276.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ9276
 DJ9276.Click photographs - Photos may exist for this station.
 DJ9276
 DJ9276.The dynamic height is computed by dividing the NAVD 88
 DJ9276.geopotential number by the normal gravity value computed on the
 DJ9276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9276.degrees latitude (g = 980.6199 gals.).
 DJ9276
 DJ9276.The modeled gravity was interpolated from observed gravity values.
 DJ9276
 DJ9276;                    North         East    Units  Estimated Accuracy
 DJ9276;SPC FL E     -   289,530.      292,100.      MT  (+/- 180 meters Scaled)
 DJ9276
 DJ9276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK920805(NAD 83)
 DJ9276
 DJ9276                          SUPERSEDED SURVEY CONTROL
 DJ9276
 DJ9276.No superseded survey control is available for this station.
 DJ9276
 DJ9276_MARKER: DD = SURVEY DISK
 DJ9276_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ9276_SP_SET: SEAWALL
 DJ9276_STAMPING: 2495 P 2006
 DJ9276_MARK LOGO: FLDEP
 DJ9276_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9276+STABILITY: SURFACE MOTION
 DJ9276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9276+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2017
 DJ9276
 DJ9276  HISTORY     - Date     Condition        Report By
 DJ9276  HISTORY     - 20060218 MONUMENTED       FLDEP
 DJ9276  HISTORY     - 20170222 GOOD             NGS
 DJ9276  HISTORY     - 20250516 MARK NOT FOUND   GEOCAC
 DJ9276
 DJ9276                          STATION DESCRIPTION
 DJ9276
 DJ9276'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ9276'THE MARK IS IN JUPITER BEACH PARK, IN SECTION 32, TOWNSHIP 40 SOUTH,
 DJ9276'RANGE 43 EAST.
 DJ9276'
 DJ9276'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 (FEDERAL
 DJ9276'HIGHWAY) AND COUNTY ROAD A1A (OCEAN DRIVE) ABOUT 0.8 MI (1.3 KM)
 DJ9276'NORTHEAST OF JUPITER, GO SOUTHEAST ON COUNTY ROAD A1A (OCEAN DRIVE)
 DJ9276'FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF JUPITER BEACH ROAD ON THE LEFT,
 DJ9276'TURN LEFT ON JUPITER BEACH ROAD AND GO EAST FOR 0.3 MI (0.5 KM) TO THE
 DJ9276'ENTRANCE ROAD OF JUPITER BEACH PARK ON THE LEFT, TURN LEFT ON THE
 DJ9276'ENTRANCE ROAD AND GO NORTH FOR 0.4 MI (0.6 KM) TO THE JUPITER INLET
 DJ9276'AND THE MARK, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF THE CONCRETE
 DJ9276'SEAWALL ON THE SOUTH EDGE OF THE INLET.
 DJ9276'
 DJ9276'LOCATED 147.0 FT (44.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DJ9276'EASTERNMOST PARKING AREA DRIVEWAY, 131.2 FT (40.0 M) WEST OF A
 DJ9276'T-JUNCTION IN THE CONCRETE SEAWALL, 1.6 FT (0.5 M) EAST OF THE WEST
 DJ9276'END OF THE CONCRETE SEAWALL, 1.35 FT (0.4 M) SOUTH OF THE NORTH EDGE
 DJ9276'OF THE CONCRETE SEAWALL AND 1.4 FT (0.4 M) NORTH OF THE SOUTH EDGE OF
 DJ9276'THE CONCRETE SEAWALL.
 DJ9276
 DJ9276                          STATION RECOVERY (2017)
 DJ9276
 DJ9276'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 DJ9276'RECOVERED IN GOOD CONDITION.
 DJ9276
 DJ9276                          STATION RECOVERY (2025)
 DJ9276
 DJ9276'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DJ9276'MARK NOT FOUND.  SEAWALL HAS BEEN REDONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ9277 ***********************************************************************
 DJ9277  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ9277  DESIGNATION -  872 2495 Q TIDAL
 DJ9277  PID         -  DJ9277
 DJ9277  STATE/COUNTY-  FL/PALM BEACH
 DJ9277  COUNTRY     -  US
 DJ9277  USGS QUAD   -  JUPITER (2018)
 DJ9277
 DJ9277                         *CURRENT SURVEY CONTROL
 DJ9277  ______________________________________________________________________
 DJ9277* NAD 83(1986) POSITION- 26 56 25.1    (N) 080 04 19.0    (W)   HD_HELD2
 DJ9277* NAVD 88 ORTHO HEIGHT -     2.000 (meters)        6.56  (feet) ADJUSTED
 DJ9277  ______________________________________________________________________
 DJ9277  GEOID HEIGHT    -        -27.478 (meters)                     GEOID18
 DJ9277  DYNAMIC HEIGHT  -          1.997 (meters)        6.55  (feet) COMP
 DJ9277  MODELED GRAVITY -    979,093.5   (mgal)                       NAVD 88
 DJ9277
 DJ9277  VERT ORDER      -  SECOND    CLASS I
 DJ9277
 DJ9277.The horizontal coordinates were established by autonomous hand held GPS
 DJ9277.observations and have an estimated accuracy of +/- 10 meters.
 DJ9277
 DJ9277.The orthometric height was determined by differential leveling and
 DJ9277.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9277.in May 2010.
 DJ9277
 DJ9277.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9277.GEOID18 height accuracy estimate available here.
 DJ9277
 DJ9277.This Tidal Bench Mark is designated as VM 18741
 DJ9277.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ9277
 DJ9277.Click photographs - Photos may exist for this station.
 DJ9277
 DJ9277.The dynamic height is computed by dividing the NAVD 88
 DJ9277.geopotential number by the normal gravity value computed on the
 DJ9277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9277.degrees latitude (g = 980.6199 gals.).
 DJ9277
 DJ9277.The modeled gravity was interpolated from observed gravity values.
 DJ9277
 DJ9277;                    North         East    Units  Estimated Accuracy
 DJ9277;SPC FL E     -   289,128.      292,160.      MT  (+/- 10 meters HH2 GPS)
 DJ9277
 DJ9277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9212880161(NAD 83)
 DJ9277
 DJ9277                          SUPERSEDED SURVEY CONTROL
 DJ9277
 DJ9277.No superseded survey control is available for this station.
 DJ9277
 DJ9277_MARKER: DD = SURVEY DISK
 DJ9277_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ9277_SP_SET: ABUTMENT
 DJ9277_STAMPING: 2495 Q 2006
 DJ9277_MARK LOGO: FLDEP
 DJ9277_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9277+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2025
 DJ9277
 DJ9277  HISTORY     - Date     Condition        Report By
 DJ9277  HISTORY     - 20060218 MONUMENTED       FLDEP
 DJ9277  HISTORY     - 20110521 GOOD             GEOCAC
 DJ9277  HISTORY     - 20170222 GOOD             NGS
 DJ9277  HISTORY     - 20250516 GOOD             GEOCAC
 DJ9277
 DJ9277                          STATION DESCRIPTION
 DJ9277
 DJ9277'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ9277'THE MARK IS IN JUPITER BEACH PARK, IN SECTION 5, TOWNSHIP 41 SOUTH,
 DJ9277'RANGE 43 EAST.
 DJ9277'
 DJ9277'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 (FEDERAL
 DJ9277'HIGHWAY) AND COUNTY ROAD A1A (OCEAN DRIVE) ABOUT 0.8 MI (1.3 KM)
 DJ9277'NORTHEAST OF JUPITER, GO SOUTHEAST ON COUNTY ROAD A1A (OCEAN DRIVE)
 DJ9277'FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF JUPITER BEACH ROAD ON THE LEFT,
 DJ9277'TURN LEFT ON JUPITER BEACH ROAD AND GO EAST FOR 0.3 MI (0.5 KM) TO THE
 DJ9277'ENTRANCE ROAD OF JUPITER BEACH PARK ON THE LEFT, TURN LEFT ON THE
 DJ9277'ENTRANCE ROAD AND GO NORTH FOR 0.1 MI (0.2 KM) TO A BRIDGE LEADING TO
 DJ9277'THE JUPITER BEACH PAVILION ON THE LEFT AND THE MARK, A FLDEP SURVEY
 DJ9277'DISK SET FLUSH IN THE NORTHEAST WING WALL OF THE BRIDGE 1.5 FT (0.5 M)
 DJ9277'ABOVE THE LEVEL OF THE ENTRANCE ROAD.
 DJ9277'
 DJ9277'LOCATED 36.7 FT (11.2 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DJ9277'JUPITER BEACH PARK ROAD, 13.0 FT (4.0 M) NORTH OF THE APPROXIMATE
 DJ9277'CENTERLINE OF THE ROAD LEADING TO THE JUPITER BEACH PAVILION, 12.0 FT
 DJ9277'(3.7 M) WEST OF THE WEST EDGE OF A 10.0 FT (3.0 M) ASPHALT SIDEWALK
 DJ9277'AND 2.4 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DJ9277
 DJ9277                          STATION RECOVERY (2011)
 DJ9277
 DJ9277'RECOVERY NOTE BY GEOCACHING 2011
 DJ9277'RECOVERED IN GOOD CONDITION.
 DJ9277
 DJ9277                          STATION RECOVERY (2017)
 DJ9277
 DJ9277'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 DJ9277'RECOVERED IN GOOD CONDITION.
 DJ9277
 DJ9277                          STATION RECOVERY (2025)
 DJ9277
 DJ9277'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DJ9277'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ9274 ***********************************************************************
 DJ9274  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ9274  DESIGNATION -  872 2495 R TIDAL
 DJ9274  PID         -  DJ9274
 DJ9274  STATE/COUNTY-  FL/PALM BEACH
 DJ9274  COUNTRY     -  US
 DJ9274  USGS QUAD   -  JUPITER (2018)
 DJ9274
 DJ9274                         *CURRENT SURVEY CONTROL
 DJ9274  ______________________________________________________________________
 DJ9274* NAD 83(1986) POSITION- 26 56 18.37   (N) 080 04 20.30   (W)   HD_HELD1
 DJ9274* NAVD 88 ORTHO HEIGHT -     1.999 (meters)        6.56  (feet) ADJUSTED
 DJ9274  ______________________________________________________________________
 DJ9274  GEOID HEIGHT    -        -27.468 (meters)                     GEOID18
 DJ9274  DYNAMIC HEIGHT  -          1.996 (meters)        6.55  (feet) COMP
 DJ9274  MODELED GRAVITY -    979,093.7   (mgal)                       NAVD 88
 DJ9274
 DJ9274  VERT ORDER      -  SECOND    CLASS I
 DJ9274
 DJ9274.The horizontal coordinates were determined by differentially corrected
 DJ9274.hand held GPS observations or other comparable positioning techniques
 DJ9274.and have an estimated accuracy of +/- 3 meters.
 DJ9274
 DJ9274.The orthometric height was determined by differential leveling and
 DJ9274.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9274.in May 2010.
 DJ9274
 DJ9274.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9274.GEOID18 height accuracy estimate available here.
 DJ9274
 DJ9274.This Tidal Bench Mark is designated as VM 18742
 DJ9274.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ9274
 DJ9274.Click photographs - Photos may exist for this station.
 DJ9274
 DJ9274.The dynamic height is computed by dividing the NAVD 88
 DJ9274.geopotential number by the normal gravity value computed on the
 DJ9274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9274.degrees latitude (g = 980.6199 gals.).
 DJ9274
 DJ9274.The modeled gravity was interpolated from observed gravity values.
 DJ9274
 DJ9274;                    North         East    Units  Estimated Accuracy
 DJ9274;SPC FL E     -   288,920.9     292,125.3     MT  (+/- 3 meters HH1 GPS) 
 DJ9274
 DJ9274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9209379954(NAD 83)
 DJ9274
 DJ9274                          SUPERSEDED SURVEY CONTROL
 DJ9274
 DJ9274.No superseded survey control is available for this station.
 DJ9274
 DJ9274_MARKER: DD = SURVEY DISK
 DJ9274_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ9274_SP_SET: ABUTMENT
 DJ9274_STAMPING: 2495 R 2006
 DJ9274_MARK LOGO: FLDEP
 DJ9274_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9274_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9274+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2025
 DJ9274
 DJ9274  HISTORY     - Date     Condition        Report By
 DJ9274  HISTORY     - 20060218 MONUMENTED       FLDEP
 DJ9274  HISTORY     - 20170222 GOOD             NGS
 DJ9274  HISTORY     - 20250516 GOOD             GEOCAC
 DJ9274
 DJ9274                          STATION DESCRIPTION
 DJ9274
 DJ9274'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ9274'THE MARK IS ON THE EDWIN P PEDERSEN MEMORIAL BRIDGE, IN SECTION 5,
 DJ9274'TOWNSHIP 41 SOUTH, RANGE 43 EAST.
 DJ9274'
 DJ9274'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 1 (FEDERAL
 DJ9274'HIGHWAY) AND COUNTY ROAD A1A (OCEAN DRIVE) ABOUT 0.8 MI (1.3 KM)
 DJ9274'NORTHEAST OF JUPITER, GO SOUTHEAST ON COUNTY ROAD A1A (OCEAN DRIVE)
 DJ9274'FOR 0.6 MI (1.0 KM) TO THE JUNCTION OF JUPITER BEACH ROAD ON THE LEFT,
 DJ9274'TURN LEFT ON JUPITER BEACH ROAD AND GO EAST FOR 0.25 MI (0.4 KM) TO
 DJ9274'THE EDWIN P PEDERSEN MEMORIAL BRIDGE AND THE MARK ON THE RIGHT, A
 DJ9274'FLDEP SURVEY DISK SET FLUSH IN THE TOP OF THE SOUTHWEST WING WALL OF
 DJ9274'THE BRIDGE.
 DJ9274
 DJ9274                          STATION RECOVERY (2017)
 DJ9274
 DJ9274'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (SWA)
 DJ9274'RECOVERED IN GOOD CONDITION.
 DJ9274
 DJ9274                          STATION RECOVERY (2025)
 DJ9274
 DJ9274'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DJ9274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ9279 ***********************************************************************
 DJ9279  DESIGNATION -  872 2496 A TIDAL
 DJ9279  PID         -  DJ9279
 DJ9279  STATE/COUNTY-  FL/PALM BEACH
 DJ9279  COUNTRY     -  US
 DJ9279  USGS QUAD   -  ROOD (2018)
 DJ9279
 DJ9279                         *CURRENT SURVEY CONTROL
 DJ9279  ______________________________________________________________________
 DJ9279* NAD 83(1986) POSITION- 26 56 02.99   (N) 080 08 32.44   (W)   HD_HELD1
 DJ9279* NAVD 88 ORTHO HEIGHT -     6.462 (meters)       21.20  (feet) ADJUSTED
 DJ9279  ______________________________________________________________________
 DJ9279  GEOID HEIGHT    -        -27.154 (meters)                     GEOID18
 DJ9279  DYNAMIC HEIGHT  -          6.452 (meters)       21.17  (feet) COMP
 DJ9279  MODELED GRAVITY -    979,098.2   (mgal)                       NAVD 88
 DJ9279
 DJ9279  VERT ORDER      -  SECOND    CLASS I
 DJ9279
 DJ9279.The horizontal coordinates were determined by differentially corrected
 DJ9279.hand held GPS observations or other comparable positioning techniques
 DJ9279.and have an estimated accuracy of +/- 3 meters.
 DJ9279
 DJ9279.The orthometric height was determined by differential leveling and
 DJ9279.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9279.in May 2010.
 DJ9279
 DJ9279.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9279.GEOID18 height accuracy estimate available here.
 DJ9279
 DJ9279.Click photographs - Photos may exist for this station.
 DJ9279
 DJ9279.The dynamic height is computed by dividing the NAVD 88
 DJ9279.geopotential number by the normal gravity value computed on the
 DJ9279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9279.degrees latitude (g = 980.6199 gals.).
 DJ9279
 DJ9279.The modeled gravity was interpolated from observed gravity values.
 DJ9279
 DJ9279;                    North         East    Units  Estimated Accuracy
 DJ9279;SPC FL E     -   288,398.4     285,172.9     MT  (+/- 3 meters HH1 GPS) 
 DJ9279
 DJ9279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8514379431(NAD 83)
 DJ9279
 DJ9279                          SUPERSEDED SURVEY CONTROL
 DJ9279
 DJ9279.No superseded survey control is available for this station.
 DJ9279
 DJ9279_MARKER: DD = SURVEY DISK
 DJ9279_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ9279_SP_SET: BOX DRAIN
 DJ9279_STAMPING: 2496 A 2006
 DJ9279_MARK LOGO: FLDEP
 DJ9279_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9279+STABILITY: SURFACE MOTION
 DJ9279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9279+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2023
 DJ9279
 DJ9279  HISTORY     - Date     Condition        Report By
 DJ9279  HISTORY     - 20060316 MONUMENTED       FLDEP
 DJ9279  HISTORY     - 20231124 GOOD             GEOCAC
 DJ9279
 DJ9279                          STATION DESCRIPTION
 DJ9279
 DJ9279'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ9279'THE MARK IS ON THE WEST SIDE OF JUPITER, IN SECTION 3, TOWNSHIP 41
 DJ9279'SOUTH, RANGE 42 EAST.
 DJ9279'
 DJ9279'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 811
 DJ9279'(ALTERNATE A1A, OLD DIXIE HIGHWAY) AND STATE HIGHWAY 706 (INDIANTOWN
 DJ9279'ROAD) IN JUPITER, GO WEST ON STATE HIGHWAY 706 (INDIANTOWN ROAD) FOR
 DJ9279'3.05 MI (4.9 KM) TO THE WEST END OF THE BRIDGE SPANNING CANAL C-18 AND
 DJ9279'THE MARK ON THE LEFT, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF THE
 DJ9279'SOUTHWEST CORNER OF A 4.0 FT (1.2 M) X 5.0 FT (1.5 M) CONCRETE BOX
 DJ9279'DRAIN LEVEL WITH STATE HIGHWAY 706 (INDIANTOWN ROAD).
 DJ9279'
 DJ9279'LOCATED 79.4 FT (24.2 M) NORTHEAST OF THE CGS TRIANGULATION STATION
 DJ9279'JENKINS, 61.4 FT (18.7 M) WEST OF THE SOUTHWEST CORNER OF THE BRIDGE
 DJ9279'SPANNING CANAL C-18, 38.0 FT (11.6 M) SOUTH OF THE APPROXIMATE
 DJ9279'CENTERLINE OF THE EASTBOUND LANES OF STATE HIGHWAY 706 (INDIANTOWN
 DJ9279'ROAD), 31.1 FT (9.5 M) EAST OF THE APPROXIMATE CENTERLINE OF A GRASS
 DJ9279'SERVICE ROAD LEADING SOUTH ALONG THE WEST BANK OF CANAL C-18, 4.7 FT
 DJ9279'(1.4 M) NORTHEAST OF THE WEST END OF THE METAL GUARDRAIL AT THE
 DJ9279'SOUTHWEST CORNER OF THE BRIDGE SPANNING CANAL C-16 AND 3.9 FT (1.2 M)
 DJ9279'NORTH OF A CARSONITE WITNESS POST.
 DJ9279
 DJ9279                          STATION RECOVERY (2023)
 DJ9279
 DJ9279'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DJ9279'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ9278 ***********************************************************************
 DJ9278  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ9278  DESIGNATION -  872 2496 B TIDAL
 DJ9278  PID         -  DJ9278
 DJ9278  STATE/COUNTY-  FL/PALM BEACH
 DJ9278  COUNTRY     -  US
 DJ9278  USGS QUAD   -  ROOD (2018)
 DJ9278
 DJ9278                         *CURRENT SURVEY CONTROL
 DJ9278  ______________________________________________________________________
 DJ9278* NAD 83(1986) POSITION- 26 56 04.5    (N) 080 08 31.5    (W)   HD_HELD2
 DJ9278* NAVD 88 ORTHO HEIGHT -     6.493 (meters)       21.30  (feet) ADJUSTED
 DJ9278  ______________________________________________________________________
 DJ9278  GEOID HEIGHT    -        -27.157 (meters)                     GEOID18
 DJ9278  DYNAMIC HEIGHT  -          6.483 (meters)       21.27  (feet) COMP
 DJ9278  MODELED GRAVITY -    979,098.2   (mgal)                       NAVD 88
 DJ9278
 DJ9278  VERT ORDER      -  SECOND    CLASS I
 DJ9278
 DJ9278.The horizontal coordinates were established by autonomous hand held GPS
 DJ9278.observations and have an estimated accuracy of +/- 10 meters.
 DJ9278
 DJ9278.The orthometric height was determined by differential leveling and
 DJ9278.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9278.in May 2010.
 DJ9278
 DJ9278.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9278.GEOID18 height accuracy estimate available here.
 DJ9278
 DJ9278.This Tidal Bench Mark is designated as VM 18746
 DJ9278.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ9278
 DJ9278.Click photographs - Photos may exist for this station.
 DJ9278
 DJ9278.The dynamic height is computed by dividing the NAVD 88
 DJ9278.geopotential number by the normal gravity value computed on the
 DJ9278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9278.degrees latitude (g = 980.6199 gals.).
 DJ9278
 DJ9278.The modeled gravity was interpolated from observed gravity values.
 DJ9278
 DJ9278;                    North         East    Units  Estimated Accuracy
 DJ9278;SPC FL E     -   288,445.      285,199.      MT  (+/- 10 meters HH2 GPS)
 DJ9278
 DJ9278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK8516979478(NAD 83)
 DJ9278
 DJ9278                          SUPERSEDED SURVEY CONTROL
 DJ9278
 DJ9278.No superseded survey control is available for this station.
 DJ9278
 DJ9278_MARKER: DD = SURVEY DISK
 DJ9278_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ9278_SP_SET: BOX DRAIN
 DJ9278_STAMPING: 2496 B 2006
 DJ9278_MARK LOGO: FLDEP
 DJ9278_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9278+STABILITY: SURFACE MOTION
 DJ9278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9278+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2023
 DJ9278
 DJ9278  HISTORY     - Date     Condition        Report By
 DJ9278  HISTORY     - 20060316 MONUMENTED       FLDEP
 DJ9278  HISTORY     - 20231124 GOOD             GEOCAC
 DJ9278
 DJ9278                          STATION DESCRIPTION
 DJ9278
 DJ9278'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ9278'THE MARK IS ON THE WEST SIDE OF JUPITER, IN SECTION 3, TOWNSHIP 41
 DJ9278'SOUTH, RANGE 42 EAST.
 DJ9278'
 DJ9278'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 811
 DJ9278'(ALTERNATE A1A, OLD DIXIE HIGHWAY) AND STATE HIGHWAY 706 (INDIANTOWN
 DJ9278'ROAD) IN JUPITER, GO WEST ON STATE HIGHWAY 706 (INDIANTOWN ROAD) FOR
 DJ9278'3.05 MI (4.9 KM) TO THE WEST END OF THE BRIDGE SPANNING CANAL C-18 AND
 DJ9278'THE MARK ON THE RIGHT, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF THE
 DJ9278'NORTHEAST CORNER OF A 4.0 FT (1.2 M) X 5.0 FT (1.5 M) CONCRETE BOX
 DJ9278'DRAIN LEVEL WITH STATE HIGHWAY 706 (INDIANTOWN ROAD).
 DJ9278'
 DJ9278'LOCATED 63.0 FT (19.2 M) WEST OF THE NORTHWEST CORNER OF THE BRIDGE
 DJ9278'SPANNING CANAL C-18, 63.0 FT (19.2 M) EAST OF THE APPROXIMATE
 DJ9278'CENTERLINE OF AN ASPHALT SERVICE ROAD LEADING NORTH, 37.2 FT (11.3 M)
 DJ9278'NORTH OF THE APPROXIMATE CENTERLINE OF THE WESTBOUND LANES OF STATE
 DJ9278'HIGHWAY 706 (INDIANTOWN ROAD) AND 7.0 FT (2.1 M) SOUTHWEST OF A
 DJ9278'CARSONITE WITNESS POST DRIVEN INTO THE GROUND AT THE BASE OF A 55 MPH
 DJ9278'SIGN.
 DJ9278
 DJ9278                          STATION RECOVERY (2023)
 DJ9278
 DJ9278'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DJ9278'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ2366 ***********************************************************************
 DJ2366  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ2366  DESIGNATION -  872 2499 A TIDAL
 DJ2366  PID         -  DJ2366
 DJ2366  STATE/COUNTY-  FL/PALM BEACH
 DJ2366  COUNTRY     -  US
 DJ2366  USGS QUAD   -  JUPITER (2018)
 DJ2366
 DJ2366                         *CURRENT SURVEY CONTROL
 DJ2366  ______________________________________________________________________
 DJ2366* NAD 83(1986) POSITION- 26 56 01.6    (N) 080 05 10.0    (W)   HD_HELD2
 DJ2366* NAVD 88 ORTHO HEIGHT -     8.946 (meters)       29.35  (feet) ADJUSTED
 DJ2366  ______________________________________________________________________
 DJ2366  GEOID HEIGHT    -        -27.385 (meters)                     GEOID18
 DJ2366  DYNAMIC HEIGHT  -          8.932 (meters)       29.30  (feet) COMP
 DJ2366  MODELED GRAVITY -    979,094.0   (mgal)                       NAVD 88
 DJ2366
 DJ2366  VERT ORDER      -  SECOND    CLASS I
 DJ2366
 DJ2366.The horizontal coordinates were established by autonomous hand held GPS
 DJ2366.observations and have an estimated accuracy of +/- 10 meters.
 DJ2366
 DJ2366.The orthometric height was determined by differential leveling and
 DJ2366.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2366.in May 2010.
 DJ2366
 DJ2366.No vertical observational check was made to the station.
 DJ2366
 DJ2366.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2366.GEOID18 height accuracy estimate available here.
 DJ2366
 DJ2366.This Tidal Bench Mark is designated as VM 18872
 DJ2366.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ2366
 DJ2366.Click photographs - Photos may exist for this station.
 DJ2366
 DJ2366.The dynamic height is computed by dividing the NAVD 88
 DJ2366.geopotential number by the normal gravity value computed on the
 DJ2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2366.degrees latitude (g = 980.6199 gals.).
 DJ2366
 DJ2366.The modeled gravity was interpolated from observed gravity values.
 DJ2366
 DJ2366;                    North         East    Units  Estimated Accuracy
 DJ2366;SPC FL E     -   288,395.      290,758.      MT  (+/- 10 meters HH2 GPS)
 DJ2366
 DJ2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9072679428(NAD 83)
 DJ2366
 DJ2366                          SUPERSEDED SURVEY CONTROL
 DJ2366
 DJ2366.No superseded survey control is available for this station.
 DJ2366
 DJ2366_MARKER: DD = SURVEY DISK
 DJ2366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ2366_SP_SET: BRIDGE GUARDRAIL
 DJ2366_STAMPING: 2499 A 2006
 DJ2366_MARK LOGO: FLDT
 DJ2366_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2366+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2019
 DJ2366
 DJ2366  HISTORY     - Date     Condition        Report By
 DJ2366  HISTORY     - 20060720 MONUMENTED       FLDT
 DJ2366  HISTORY     - 20191022 GOOD             GEOCAC
 DJ2366
 DJ2366                          STATION DESCRIPTION
 DJ2366
 DJ2366'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 2006
 DJ2366'THE MARK IS IN JUPITER, IN SECTION 6, TOWNSHIP 41 SOUTH, RANGE 43
 DJ2366'EAST.
 DJ2366'
 DJ2366'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 706
 DJ2366'(INDIANTOWN ROAD) AND STATE HIGHWAY 811 (ALT.  A1A) IN JUPITER, GO
 DJ2366'EAST ON STATE HIGHWAY 706 (INDIANTOWN ROAD) FOR 0.4 MI (0.6 KM) TO THE
 DJ2366'BRIDGE SPANNING THE LAKE WORTH CREEK INTRACOASTAL WATERWAY AND THE
 DJ2366'MARK ON THE RIGHT, A FLDT SURVEY DISK SET FLUSH IN THE TOP OF THE
 DJ2366'CONCRETE GUARDRAIL 2.6 FT (0.8 M) ABOVE THE LEVEL OF THE STATE HIGHWAY
 DJ2366'706.
 DJ2366'
 DJ2366'LOCATED ABOUT 875.0 FT (266.7 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DJ2366'JONATHAN DRIVE, 425.0 FT (129.5 M) EAST OF THE APPROXIMATE CENTERLINE
 DJ2366'OF A SERVICE ROAD AT THE SOUTHWEST CORNER OF THE BRIDGE, 386.0 FT
 DJ2366'(117.7 M) EAST OF THE WEST END OF THE NORTHERNMOST CONCRETE GUARDRAIL
 DJ2366'AT THE SOUTHWEST CORNER OF THE BRIDGE, 29.2 FT (8.9 M) SOUTH OF THE
 DJ2366'APPROXIMATE CENTERLINE OF STATE HIGHWAY 706 (INDIANTOWN ROAD), 26.3 FT
 DJ2366'(8.0 M) SOUTHEAST OF THE CENTER OF A CONCRETE BOX DRAIN, 19.4 FT (5.9
 DJ2366'M) NORTHEAST OF A LIGHT POLE NUMBERED 6 7939 5421 AND 5.8 FT (1.8 M)
 DJ2366'NORTH OF THE SOUTHERNMOST CONCRETE GUARDRAIL.
 DJ2366
 DJ2366                          STATION RECOVERY (2019)
 DJ2366
 DJ2366'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DJ2366'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ2362 ***********************************************************************
 DJ2362  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ2362  DESIGNATION -  872 2499 B TIDAL
 DJ2362  PID         -  DJ2362
 DJ2362  STATE/COUNTY-  FL/PALM BEACH
 DJ2362  COUNTRY     -  US
 DJ2362  USGS QUAD   -  JUPITER (2018)
 DJ2362
 DJ2362                         *CURRENT SURVEY CONTROL
 DJ2362  ______________________________________________________________________
 DJ2362* NAD 83(1986) POSITION- 26 56 01.     (N) 080 05 14.     (W)   SCALED
 DJ2362* NAVD 88 ORTHO HEIGHT -     1.633 (meters)        5.36  (feet) ADJUSTED
 DJ2362  ______________________________________________________________________
 DJ2362  GEOID HEIGHT    -        -27.380 (meters)                     GEOID18
 DJ2362  DYNAMIC HEIGHT  -          1.630 (meters)        5.35  (feet) COMP
 DJ2362  MODELED GRAVITY -    979,094.0   (mgal)                       NAVD 88
 DJ2362
 DJ2362  VERT ORDER      -  SECOND    CLASS I
 DJ2362
 DJ2362.The horizontal coordinates were scaled from a map and have
 DJ2362.an estimated accuracy of +/- 6 seconds.
 DJ2362
 DJ2362.The orthometric height was determined by differential leveling and
 DJ2362.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2362.in May 2010.
 DJ2362
 DJ2362.No vertical observational check was made to the station.
 DJ2362
 DJ2362.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2362.GEOID18 height accuracy estimate available here.
 DJ2362
 DJ2362.This Tidal Bench Mark is designated as VM 18873
 DJ2362.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ2362
 DJ2362.Click photographs - Photos may exist for this station.
 DJ2362
 DJ2362.The dynamic height is computed by dividing the NAVD 88
 DJ2362.geopotential number by the normal gravity value computed on the
 DJ2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2362.degrees latitude (g = 980.6199 gals.).
 DJ2362
 DJ2362.The modeled gravity was interpolated from observed gravity values.
 DJ2362
 DJ2362;                    North         East    Units  Estimated Accuracy
 DJ2362;SPC FL E     -   288,380.      290,650.      MT  (+/- 180 meters Scaled)
 DJ2362
 DJ2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK906794(NAD 83)
 DJ2362
 DJ2362                          SUPERSEDED SURVEY CONTROL
 DJ2362
 DJ2362.No superseded survey control is available for this station.
 DJ2362
 DJ2362_STAMPING: 2499 B 2006
 DJ2362_MARK LOGO: FLDEP
 DJ2362_PROJECTION: FLUSH
 DJ2362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2362+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2006
 DJ2362
 DJ2362  HISTORY     - Date     Condition        Report By
 DJ2362  HISTORY     - 20060720 MONUMENTED       FLDEP
 DJ2362  HISTORY     - 20191022 MARK NOT FOUND   GEOCAC
 DJ2362
 DJ2362                          STATION DESCRIPTION
 DJ2362
 DJ2362'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ2362'THE MARK IS IN JUPITER, IN SECTION 6, TOWNSHIP 41 SOUTH, RANGE 43
 DJ2362'EAST.
 DJ2362'
 DJ2362'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 DJ2362'HIGHWAY) AND STATE HIGHWAY 706 (INDIANTOWN ROAD) IN JUPITER, GO WEST
 DJ2362'ON STATE HIGHWAY 706 (INDIANTOWN ROAD) FOR 0.35 MI (0.6 KM) TO THE
 DJ2362'NORTHWEST END OF THE BRIDGE SPANNING THE INTRACOASTAL WATERWAY AND A
 DJ2362'PAVED ROAD ON THE RIGHT NEAR THE NORTHWEST END OF THE CONCRETE BRIDGE
 DJ2362'GUARDRAIL, TURN RIGHT ON THE PAVED ROAD AND GO NORTH FOR ABOUT 25.0 FT
 DJ2362'(7.6 M) TO A PAVED SERVICE ROAD LEADING EAST UNDERNEATH THE BRIDGE,
 DJ2362'TURN RIGHT ON THE SERVICE ROAD AND GO EAST CIRCLING UNDER THE BRIDGE
 DJ2362'FOR ABOUT 0.1 MI (0.2 KM) TO THE SECOND RETAINING WALL WITH AN
 DJ2362'ALUMINUM GUARDRAIL ON THE LEFT AND THE MARK ON THE LEFT.  THE MARK CAN
 DJ2362'ALSO BE REACHED FROM THE INTERSECTION OF STATE HIGHWAY 811 (OLD DIXIE
 DJ2362'HIGHWAY, ALTERNATE A1A) AND STATE HIGHWAY 706 (INDIANTOWN ROAD) IN
 DJ2362'JUPITER, GO EAST ON STATE HIGHWAY 706 (INDIANTOWN ROAD) FOR 0.35 MI
 DJ2362'(0.6 KM) TO THE SOUTHWEST END OF THE BRIDGE SPANNING THE INTRACOASTAL
 DJ2362'WATERWAY AND A PAVED SERVICE ROAD ON THE RIGHT NEAR THE SOUTHWEST END
 DJ2362'OF THE CONCRETE BRIDGE GUARDRAIL, TURN RIGHT ON THE SERVICE ROAD AND
 DJ2362'GO ABOUT 20.0 FT (6.1 M) TO A RETAINING WALL WITH AN ALUMINUM GUARD
 DJ2362'RAIL ON THE SOUTH EDGE OF THE SERVICE ROAD AND THE MARK ON THE RIGHT,
 DJ2362'A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF A CONCRETE MONUMENT 4.0 FT
 DJ2362'(1.2 M) BELOW THE LEVEL OF STATE HIGHWAY 706 (INDIANTOWN ROAD).
 DJ2362'
 DJ2362'LOCATED ABOUT 240.0 FT (73.2 M) WEST OF A FLDEP SURVEY MARK 2499 C
 DJ2362'2006, 63.9 FT (19.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DJ2362'EASTBOUND LANES OF U.S. HIGHWAY 1 (INDIANTOWN ROAD), 28.7 FT (8.7 M)
 DJ2362'SOUTH OF THE SOUTHWEST END OF THE CONCRETE BRIDGE GUARDRAIL, 21.2 FT
 DJ2362'(6.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE PAVED SERVICE ROAD,
 DJ2362'13.0 FT (4.0 M) SOUTH OF THE EAST END OF A SMALL RETENTION WALL AND
 DJ2362'GUARDRAIL AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
 DJ2362
 DJ2362                          STATION RECOVERY (2019)
 DJ2362
 DJ2362'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DJ2362'THE MARK WAS SEARCHED FOR AND NOT FOUND.  MEASUREMENTS FELL UNDER THE
 DJ2362'PAVEMENT OF AN ACCESS ROAD TO WATERWAY PARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ2363 ***********************************************************************
 DJ2363  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ2363  DESIGNATION -  872 2499 C TIDAL
 DJ2363  PID         -  DJ2363
 DJ2363  STATE/COUNTY-  FL/PALM BEACH
 DJ2363  COUNTRY     -  US
 DJ2363  USGS QUAD   -  JUPITER (2018)
 DJ2363
 DJ2363                         *CURRENT SURVEY CONTROL
 DJ2363  ______________________________________________________________________
 DJ2363* NAD 83(1986) POSITION- 26 56 01.4    (N) 080 05 11.8    (W)   HD_HELD2
 DJ2363* NAVD 88 ORTHO HEIGHT -     0.700 (meters)        2.30  (feet) ADJUSTED
 DJ2363  ______________________________________________________________________
 DJ2363  GEOID HEIGHT    -        -27.383 (meters)                     GEOID18
 DJ2363  DYNAMIC HEIGHT  -          0.699 (meters)        2.29  (feet) COMP
 DJ2363  MODELED GRAVITY -    979,094.0   (mgal)                       NAVD 88
 DJ2363
 DJ2363  VERT ORDER      -  SECOND    CLASS I
 DJ2363
 DJ2363.The horizontal coordinates were established by autonomous hand held GPS
 DJ2363.observations and have an estimated accuracy of +/- 10 meters.
 DJ2363
 DJ2363.The orthometric height was determined by differential leveling and
 DJ2363.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2363.in May 2010.
 DJ2363
 DJ2363.No vertical observational check was made to the station.
 DJ2363
 DJ2363.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2363.GEOID18 height accuracy estimate available here.
 DJ2363
 DJ2363.This Tidal Bench Mark is designated as VM 18874
 DJ2363.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ2363
 DJ2363.Click photographs - Photos may exist for this station.
 DJ2363
 DJ2363.The dynamic height is computed by dividing the NAVD 88
 DJ2363.geopotential number by the normal gravity value computed on the
 DJ2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2363.degrees latitude (g = 980.6199 gals.).
 DJ2363
 DJ2363.The modeled gravity was interpolated from observed gravity values.
 DJ2363
 DJ2363;                    North         East    Units  Estimated Accuracy
 DJ2363;SPC FL E     -   288,388.      290,708.      MT  (+/- 10 meters HH2 GPS)
 DJ2363
 DJ2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9067779421(NAD 83)
 DJ2363
 DJ2363                          SUPERSEDED SURVEY CONTROL
 DJ2363
 DJ2363.No superseded survey control is available for this station.
 DJ2363
 DJ2363_MARKER: DD = SURVEY DISK
 DJ2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2363_STAMPING: 2499 C 2006
 DJ2363_MARK LOGO: FLDEP
 DJ2363_PROJECTION: FLUSH
 DJ2363_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2363+STABILITY: SURFACE MOTION
 DJ2363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2363+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2019
 DJ2363
 DJ2363  HISTORY     - Date     Condition        Report By
 DJ2363  HISTORY     - 20060720 MONUMENTED       FLDEP
 DJ2363  HISTORY     - 20191022 GOOD             GEOCAC
 DJ2363
 DJ2363                          STATION DESCRIPTION
 DJ2363
 DJ2363'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ2363'THE MARK IS IN JUPITER, IN SECTION 6, TOWNSHIP 41 SOUTH, RANGE 43
 DJ2363'EAST.
 DJ2363'
 DJ2363'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 DJ2363'HIGHWAY) AND STATE HIGHWAY 706 (INDIANTOWN ROAD) IN JUPITER, GO WEST
 DJ2363'ON STATE HIGHWAY 706 (INDIANTOWN ROAD) FOR 0.35 MI (0.6 KM) TO THE
 DJ2363'NORTHWEST END OF THE BRIDGE SPANNING THE INTRACOASTAL WATERWAY AND A
 DJ2363'PAVED ROAD ON THE RIGHT NEAR THE NORTHWEST END OF THE CONCRETE BRIDGE
 DJ2363'GUARDRAIL, TURN RIGHT ON THE PAVED ROAD AND GO NORTH FOR ABOUT 25.0 FT
 DJ2363'(7.6 M) TO A PAVED SERVICE ROAD LEADING EAST UNDERNEATH THE BRIDGE,
 DJ2363'TURN RIGHT ON THE PAVED SERVICE ROAD AND GO EAST CIRCLING UNDER THE
 DJ2363'BRIDGE FOR ABOUT 0.05 MI (0.1 KM) TO THE WEST END OF A RETAINING WALL
 DJ2363'WITH AN ALUMINUM GUARDRAIL ON THE SOUTH EDGE OF THE SERVICE ROAD ON
 DJ2363'THE LEFT AND THE MARK ON THE LEFT.  THE MARK CAN ALSO BE REACHED FROM
 DJ2363'THE INTERSECTION OF STATE HIGHWAY 811 (OLD DIXIE HIGHWAY, ALTERNATE
 DJ2363'A1A) AND STATE HIGHWAY 706 (INDIANTOWN ROAD) IN JUPITER, GO EAST ON
 DJ2363'STATE HIGHWAY 706 (INDIANTOWN ROAD) FOR 0.35 MI (0.6 KM) TO THE
 DJ2363'SOUTHWEST END OF THE BRIDGE SPANNING THE INTRACOASTAL WATERWAY AND A
 DJ2363'PAVED SERVICE ROAD ON THE RIGHT NEAR THE SOUTHWEST END OF THE CONCRETE
 DJ2363'BRIDGE GUARDRAIL, TURN RIGHT ON THE PAVED SERVICE ROAD AND GO ABOUT
 DJ2363'10.0 FT (3.0 M) TO A PAVED SERVICE ROAD, TURN LEFT ON THE PAVED
 DJ2363'SERVICE ROAD AND GO EAST FOR 240.0 FT (73.2 M) TO THE WEST END OF A
 DJ2363'RETAINING WALL WITH AN ALUMINUM GUARD RAIL ON THE SOUTH EDGE OF THE
 DJ2363'SERVICE ROAD AND THE MARK ON THE RIGHT, A FLDEP SURVEY DISK SET FLUSH
 DJ2363'IN THE TOP OF A CONCRETE MONUMENT 1.0 FT (0.3 M) BELOW THE LEVEL OF
 DJ2363'THE SERVICE ROAD.
 DJ2363'
 DJ2363'LOCATED ABOUT 240.0 FT (73.2 M) EAST OF A FLDEP SURVEY MARK 2499 B
 DJ2363'2006, 21.9 FT (6.7 M) SOUTH OF THE LARGE BRIDGE WALL BETWEEN
 DJ2363'INDIANTOWN ROAD AND THE SERVICE ROAD, 14.0 FT (4.3 M) SOUTH OF THE
 DJ2363'APPROXIMATE CENTERLINE OF THE PAVED SERVICE ROAD, 6.2 FT (1.9 M) SOUTH
 DJ2363'OF THE WEST END OF A SMALL RETENTION WALL WITH GUARDRAIL AND 1.0 FT
 DJ2363'(0.3 M) NORTH OF A CARSONITE WITNESS POST.
 DJ2363
 DJ2363                          STATION RECOVERY (2019)
 DJ2363
 DJ2363'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DJ2363'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ2364 ***********************************************************************
 DJ2364  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ2364  DESIGNATION -  872 2499 D TIDAL
 DJ2364  PID         -  DJ2364
 DJ2364  STATE/COUNTY-  FL/PALM BEACH
 DJ2364  COUNTRY     -  US
 DJ2364  USGS QUAD   -  JUPITER (2018)
 DJ2364
 DJ2364                         *CURRENT SURVEY CONTROL
 DJ2364  ______________________________________________________________________
 DJ2364* NAD 83(1986) POSITION- 26 56 02.2    (N) 080 05 09.5    (W)   HD_HELD2
 DJ2364* NAVD 88 ORTHO HEIGHT -     0.831 (meters)        2.73  (feet) ADJUSTED
 DJ2364  ______________________________________________________________________
 DJ2364  GEOID HEIGHT    -        -27.387 (meters)                     GEOID18
 DJ2364  DYNAMIC HEIGHT  -          0.830 (meters)        2.72  (feet) COMP
 DJ2364  MODELED GRAVITY -    979,094.0   (mgal)                       NAVD 88
 DJ2364
 DJ2364  VERT ORDER      -  SECOND    CLASS I
 DJ2364
 DJ2364.The horizontal coordinates were established by autonomous hand held GPS
 DJ2364.observations and have an estimated accuracy of +/- 10 meters.
 DJ2364
 DJ2364.The orthometric height was determined by differential leveling and
 DJ2364.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2364.in May 2010.
 DJ2364
 DJ2364.No vertical observational check was made to the station.
 DJ2364
 DJ2364.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2364.GEOID18 height accuracy estimate available here.
 DJ2364
 DJ2364.This Tidal Bench Mark is designated as VM 18875
 DJ2364.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ2364
 DJ2364.Click photographs - Photos may exist for this station.
 DJ2364
 DJ2364.The dynamic height is computed by dividing the NAVD 88
 DJ2364.geopotential number by the normal gravity value computed on the
 DJ2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2364.degrees latitude (g = 980.6199 gals.).
 DJ2364
 DJ2364.The modeled gravity was interpolated from observed gravity values.
 DJ2364
 DJ2364;                    North         East    Units  Estimated Accuracy
 DJ2364;SPC FL E     -   288,413.      290,772.      MT  (+/- 10 meters HH2 GPS)
 DJ2364
 DJ2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9074079446(NAD 83)
 DJ2364
 DJ2364                          SUPERSEDED SURVEY CONTROL
 DJ2364
 DJ2364.No superseded survey control is available for this station.
 DJ2364
 DJ2364_MARKER: F = FLANGE-ENCASED ROD
 DJ2364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ2364_STAMPING: 2499 D 2006
 DJ2364_MARK LOGO: NGS
 DJ2364_PROJECTION: FLUSH
 DJ2364_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ2364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2364+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2019
 DJ2364_ROD/PIPE-DEPTH: 15.8 meters
 DJ2364
 DJ2364  HISTORY     - Date     Condition        Report By
 DJ2364  HISTORY     - 20060720 MONUMENTED       FLDEP
 DJ2364  HISTORY     - 20191022 GOOD             GEOCAC
 DJ2364
 DJ2364                          STATION DESCRIPTION
 DJ2364
 DJ2364'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ2364'THE MARK IS IN JUPITER, IN SECTION 6, TOWNSHIP 41 SOUTH, RANGE 43
 DJ2364'EAST.
 DJ2364'
 DJ2364'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 DJ2364'HIGHWAY) AND STATE HIGHWAY 706 (INDIANTOWN ROAD) IN JUPITER, GO WEST
 DJ2364'ON STATE HIGHWAY 706 (INDIANTOWN ROAD) FOR 0.35 MI (0.6 KM) TO THE
 DJ2364'NORTHWEST END OF THE BRIDGE SPANNING THE INTRACOASTAL WATERWAY AND A
 DJ2364'PAVED ROAD ON THE RIGHT NEAR THE NORTHWEST END OF THE CONCRETE BRIDGE
 DJ2364'GUARDRAIL, TURN RIGHT ON THE PAVED ROAD AND GO NORTH FOR ABOUT 25.0 FT
 DJ2364'(7.6 M) TO A PAVED SERVICE ROAD LEADING EAST UNDERNEATH THE BRIDGE,
 DJ2364'TURN RIGHT ON THE SERVICE ROAD AND GO EAST CIRCLING UNDER THE BRIDGE
 DJ2364'TO A GRASS AREA ON THE RIGHT BENEATH AND BETWEEN THE EASTBOUND AND
 DJ2364'WESTBOUND LANES OF STATE HIGHWAY 706 (INDIANTOWN ROAD) AND THE MARK ON
 DJ2364'THE RIGHT.  THE MARK CAN ALSO BE REACHED FROM THE INTERSECTION OF
 DJ2364'STATE HIGHWAY 811 (OLD DIXIE HIGHWAY, ALTERNATE A1A) AND STATE HIGHWAY
 DJ2364'706 (INDIANTOWN ROAD) IN JUPITER, GO EAST ON STATE HIGHWAY 706
 DJ2364'(INDIANTOWN ROAD) FOR 0.35 MI (0.6 KM) TO THE SOUTHWEST END OF THE
 DJ2364'BRIDGE SPANNING THE INTRACOASTAL WATERWAY AND A PAVED SERVICE ROAD ON
 DJ2364'THE RIGHT NEAR THE SOUTHWEST END OF THE CONCRETE BRIDGE GUARDRAIL,
 DJ2364'TURN RIGHT ON THE SERVICE ROAD AND GO ABOUT 10.0 FT (3.0 M) TO A PAVED
 DJ2364'SERVICE ROAD, TURN LEFT ON THE PAVED SERVICE ROAD AND GO EAST
 DJ2364'UNDERNEATH THE BRIDGE TO A GRASS AREA ON THE LEFT BENEATH AND BETWEEN
 DJ2364'THE EASTBOUND AND WESTBOUND LANES OF STATE HIGHWAY 706 (INDIANTOWN
 DJ2364'ROAD) AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO
 DJ2364'REFUSAL AT A DEPTH OF 52.0 FT (15.8 M) WITH AN NGS LOGO CAP FLUSH WITH
 DJ2364'THE GROUND AND ABOUT 0.5 FT (0.2 M) ABOVE THE LEVEL OF THE SERVICE
 DJ2364'ROAD, THE DATUM POINT IS RECESSED 0.4 FT (0.1 M) BELOW THE LEVEL OF
 DJ2364'THE NGS LOGO CAP.
 DJ2364'
 DJ2364'LOCATED 77.0 FT (23.5 M) SOUTH OF THE NORTH CORNER OF THE LARGE WALL
 DJ2364'UNDERNEATH THE BRIDGE, 65.7 FT (20.0 M) NORTH OF THE SOUTH CORNER OF
 DJ2364'THE LARGE WALL UNDERNEATH THE BRIDGE, 33.3 FT (10.1 M) NORTHWEST OF
 DJ2364'THE NORTHWEST CORNER OF A CONCRETE PAD SUPPORTING A LARGE TRANSFORMER,
 DJ2364'30.2 FT (9.2 M) WEST OF AND 1.0 FT (0.3 M) BELOW THE LEVEL OF THE
 DJ2364'PAVED SERVICE ROAD, 1.7 FT (0.5 M) EAST OF THE LARGE WALL UNDERNEATH
 DJ2364'THE BRIDGE AND 0.5 FT (0.2 M) EAST OF A CARSONITE WITNESS POST.
 DJ2364'
 DJ2364'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DJ2364'
 DJ2364'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DJ2364'LOGO CAP.
 DJ2364
 DJ2364                          STATION RECOVERY (2019)
 DJ2364
 DJ2364'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DJ2364'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ2365 ***********************************************************************
 DJ2365  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ2365  DESIGNATION -  872 2499 E TIDAL
 DJ2365  PID         -  DJ2365
 DJ2365  STATE/COUNTY-  FL/PALM BEACH
 DJ2365  COUNTRY     -  US
 DJ2365  USGS QUAD   -  JUPITER (2018)
 DJ2365
 DJ2365                         *CURRENT SURVEY CONTROL
 DJ2365  ______________________________________________________________________
 DJ2365* NAD 83(1986) POSITION- 26 56 03.0    (N) 080 05 11.7    (W)   HD_HELD2
 DJ2365* NAVD 88 ORTHO HEIGHT -     3.250 (meters)       10.66  (feet) ADJUSTED
 DJ2365  ______________________________________________________________________
 DJ2365  GEOID HEIGHT    -        -27.385 (meters)                     GEOID18
 DJ2365  DYNAMIC HEIGHT  -          3.245 (meters)       10.65  (feet) COMP
 DJ2365  MODELED GRAVITY -    979,094.0   (mgal)                       NAVD 88
 DJ2365
 DJ2365  VERT ORDER      -  SECOND    CLASS I
 DJ2365
 DJ2365.The horizontal coordinates were established by autonomous hand held GPS
 DJ2365.observations and have an estimated accuracy of +/- 10 meters.
 DJ2365
 DJ2365.The orthometric height was determined by differential leveling and
 DJ2365.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2365.in May 2010.
 DJ2365
 DJ2365.No vertical observational check was made to the station.
 DJ2365
 DJ2365.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2365.GEOID18 height accuracy estimate available here.
 DJ2365
 DJ2365.This Tidal Bench Mark is designated as VM 18876
 DJ2365.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ2365
 DJ2365.Click photographs - Photos may exist for this station.
 DJ2365
 DJ2365.The dynamic height is computed by dividing the NAVD 88
 DJ2365.geopotential number by the normal gravity value computed on the
 DJ2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2365.degrees latitude (g = 980.6199 gals.).
 DJ2365
 DJ2365.The modeled gravity was interpolated from observed gravity values.
 DJ2365
 DJ2365;                    North         East    Units  Estimated Accuracy
 DJ2365;SPC FL E     -   288,437.      290,711.      MT  (+/- 10 meters HH2 GPS)
 DJ2365
 DJ2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9067979471(NAD 83)
 DJ2365
 DJ2365                          SUPERSEDED SURVEY CONTROL
 DJ2365
 DJ2365.No superseded survey control is available for this station.
 DJ2365
 DJ2365_MARKER: F = FLANGE-ENCASED ROD
 DJ2365_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ2365_STAMPING: 2499 E 2006
 DJ2365_MARK LOGO: NGS
 DJ2365_PROJECTION: FLUSH
 DJ2365_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ2365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2365+SATELLITE: SATELLITE OBSERVATIONS - October 22, 2019
 DJ2365_ROD/PIPE-DEPTH: 24.4 meters
 DJ2365
 DJ2365  HISTORY     - Date     Condition        Report By
 DJ2365  HISTORY     - 20060720 MONUMENTED       FLDEP
 DJ2365  HISTORY     - 20191022 GOOD             GEOCAC
 DJ2365
 DJ2365                          STATION DESCRIPTION
 DJ2365
 DJ2365'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ2365'THE MARK IS IN JUPITER, IN SECTION 6, TOWNSHIP 41 SOUTH, RANGE 43
 DJ2365'EAST.
 DJ2365'
 DJ2365'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 DJ2365'HIGHWAY) AND STATE HIGHWAY 706 (INDIANTOWN ROAD) IN JUPITER, GO WEST
 DJ2365'ON STATE HIGHWAY 706 (INDIANTOWN ROAD) FOR 0.35 MI (0.6 KM) TO THE
 DJ2365'NORTHWEST END OF THE BRIDGE SPANNING THE INTRACOASTAL WATERWAY AND A
 DJ2365'PAVED ROAD ON THE RIGHT NEAR THE NORTHWEST END OF THE CONCRETE BRIDGE
 DJ2365'GUARDRAIL, TURN RIGHT ON THE PAVED ROAD AND GO NORTH FOR ABOUT 25.0 FT
 DJ2365'(7.6 M) TO A PAVED SERVICE ROAD LEADING EAST UNDERNEATH THE BRIDGE,
 DJ2365'TURN RIGHT ON THE SERVICE ROAD AND GO EAST ABOUT 20.0 FT (6.1 M) TO A
 DJ2365'SMALL GRASS AREA BETWEEN THE ROADS EDGE AND THE BRIDGE WING WALL ON
 DJ2365'THE RIGHT AND THE MARK ON THE RIGHT.  THE MARK CAN ALSO BE REACHED
 DJ2365'FROM THE INTERSECTION OF STATE HIGHWAY 811 (OLD DIXIE HIGHWAY,
 DJ2365'ALTERNATE A1A) AND STATE HIGHWAY 706 (INDIANTOWN ROAD) IN JUPITER, GO
 DJ2365'EAST ON STATE HIGHWAY 706 (INDIANTOWN ROAD) FOR 0.35 MI (0.6 KM) TO
 DJ2365'THE SOUTHWEST END OF THE BRIDGE SPANNING THE INTRACOASTAL WATERWAY AND
 DJ2365'A PAVED SERVICE ROAD ON THE RIGHT NEAR THE SOUTHWEST END OF THE
 DJ2365'CONCRETE BRIDGE GUARDRAIL, TURN RIGHT ON THE SERVICE ROAD AND GO ABOUT
 DJ2365'10.0 FT (3.0 M) TO A PAVED SERVICE ROAD, TURN LEFT ON THE PAVED
 DJ2365'SERVICE ROAD AND GO EAST UNDERNEATH THE BRIDGE AND FOLLOWING THE
 DJ2365'SERVICE ROAD CIRCLING UNDER THE BRIDGE ABOUT 0.1 MI (0.2 KM) TO THE
 DJ2365'GRASS AREA BETWEEN THE SOUTH EDGE OF THE SERVICE ROAD AND THE
 DJ2365'NORTHWEST BRIDGE WING WALL AND THE MARK ON THE LEFT, A STAINLESS STEEL
 DJ2365'ROD DRIVEN TO REFUSAL AT A DEPTH OF 80.0 FT (24.4 M) WITH AN NGS LOGO
 DJ2365'FLUSH WITH THE GROUND, THE DATUM POINT IS RECESSED 0.3 FT (0.1 M)
 DJ2365'BELOW THE LEVEL OF THE NGS LOGO CAP.
 DJ2365'
 DJ2365'LOCATED 42.0 FT (12.8 M) WEST-SOUTHWEST OF A WOODEN POWER POLE
 DJ2365'NUMBERED 67939512307, 35.0 FT (10.7 M) EAST OF THE APPROXIMATE
 DJ2365'CENTERLINE OF THE EASTERNMOST ENTRANCE ROAD INTO THE FISHERMANS WHARF
 DJ2365'COMPLEX, 25.3 FT (7.7 M) SOUTHEAST OF THE NORTHWEST END OF THE
 DJ2365'CONCRETE BRIDGE GUARDRAIL, 11.7 FT (3.6 M) SOUTHWEST OF THE
 DJ2365'APPROXIMATE CENTERLINE OF THE PAVED SERVICE ROAD AND 1.0 FT (0.3 M)
 DJ2365'NORTH OF A CARSONITE WITNESS POST.
 DJ2365'
 DJ2365'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DJ2365'
 DJ2365'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DJ2365'LOGO CAP.
 DJ2365
 DJ2365                          STATION RECOVERY (2019)
 DJ2365
 DJ2365'RECOVERY NOTE BY GEOCACHING 2019 (RLM)
 DJ2365'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6281 ***********************************************************************
 AD6281  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6281  DESIGNATION -  872 2499 TIDAL 1
 AD6281  PID         -  AD6281
 AD6281  STATE/COUNTY-  FL/PALM BEACH
 AD6281  COUNTRY     -  US
 AD6281  USGS QUAD   -  JUPITER (2018)
 AD6281
 AD6281                         *CURRENT SURVEY CONTROL
 AD6281  ______________________________________________________________________
 AD6281* NAD 83(1986) POSITION- 26 56 07.     (N) 080 05 05.     (W)   SCALED
 AD6281* NAVD 88 ORTHO HEIGHT -     1.962 (meters)        6.44  (feet) ADJUSTED
 AD6281  ______________________________________________________________________
 AD6281  GEOID HEIGHT    -        -27.398 (meters)                     GEOID18
 AD6281  DYNAMIC HEIGHT  -          1.959 (meters)        6.43  (feet) COMP
 AD6281  MODELED GRAVITY -    979,094.0   (mgal)                       NAVD 88
 AD6281
 AD6281  VERT ORDER      -  SECOND    CLASS I
 AD6281
 AD6281.The horizontal coordinates were scaled from a map and have
 AD6281.an estimated accuracy of +/- 6 seconds.
 AD6281
 AD6281.The orthometric height was determined by differential leveling and
 AD6281.adjusted by the NATIONAL GEODETIC SURVEY
 AD6281.in September 1996.
 AD6281
 AD6281.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6281.GEOID18 height accuracy estimate available here.
 AD6281
 AD6281.This Tidal Bench Mark is designated as VM 15814
 AD6281.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6281
 AD6281.Click photographs - Photos may exist for this station.
 AD6281
 AD6281.The dynamic height is computed by dividing the NAVD 88
 AD6281.geopotential number by the normal gravity value computed on the
 AD6281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6281.degrees latitude (g = 980.6199 gals.).
 AD6281
 AD6281.The modeled gravity was interpolated from observed gravity values.
 AD6281
 AD6281;                    North         East    Units  Estimated Accuracy
 AD6281;SPC FL E     -   288,560.      290,900.      MT  (+/- 180 meters Scaled)
 AD6281
 AD6281_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK908795(NAD 83)
 AD6281
 AD6281                          SUPERSEDED SURVEY CONTROL
 AD6281
 AD6281  NAVD 88 (06/15/91)    1.970  (m)            6.46   (f) SUPERSEDED  2 1
 AD6281  NGVD 29 (09/01/92)    2.427  (m)            7.96   (f) ADJUSTED    2 1
 AD6281
 AD6281.Superseded values are not recommended for survey control.
 AD6281
 AD6281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6281.See file dsdata.pdf to determine how the superseded data were derived.
 AD6281
 AD6281_MARKER: DB = BENCH MARK DISK
 AD6281_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6281_SP_SET: DRAIN GUTTER
 AD6281_STAMPING: NO 1 1972
 AD6281_MARK LOGO: CGS
 AD6281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6281
 AD6281  HISTORY     - Date     Condition        Report By
 AD6281  HISTORY     - 1972     MONUMENTED       NOS
 AD6281  HISTORY     - 1981     GOOD             FLDNR
 AD6281  HISTORY     - 1986     GOOD             FLDNR
 AD6281  HISTORY     - 19890813 GOOD             USPSQD
 AD6281  HISTORY     - 19940709 GOOD             USPSQD
 AD6281  HISTORY     - 20020222 MARK NOT FOUND   USPSQD
 AD6281  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6281  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AD6281
 AD6281                          STATION DESCRIPTION
 AD6281
 AD6281'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6281'1.05 MI SOUTH FROM JUPITER.
 AD6281'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6281'LOXAHATCHEE RIVER, GO 0.9 MILE SOUTH ON U.S. 1 TO THE INTERSECTION OF
 AD6281'STATE HIGHWAY 706, GO 0.15 MILE WEST ON HIGHWAY 706 TO THE BRIDGE OVER
 AD6281'THE INTRACOASTAL WATERWAY, AND THE MARK.  THE MARK IS SET FLUSH IN THE
 AD6281'NORTHEAST CORNER OF THE GUTTER DRAIN ON THE NORTH SIDE OF THE HIGHWAY,
 AD6281'AND IS 350 FEET EAST OF THE EAST END OF THE BRIDGE.  THE MARK PROJECTS
 AD6281'0.5 FOOT ABOVE THE HIGHWAY.
 AD6281
 AD6281                          STATION RECOVERY (1986)
 AD6281
 AD6281'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6281'RECOVERED IN GOOD CONDITION.
 AD6281
 AD6281                          STATION RECOVERY (1989)
 AD6281
 AD6281'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6281'RECOVERED IN GOOD CONDITION.
 AD6281
 AD6281                          STATION RECOVERY (1994)
 AD6281
 AD6281'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6281'RECOVERED IN GOOD CONDITION.
 AD6281
 AD6281                          STATION RECOVERY (2002)
 AD6281
 AD6281'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6281'BRIDGE AND APPROACH LANES COMPLETELY REBUILT IN 1999.
 AD6281
 AD6281                          STATION RECOVERY (2003)
 AD6281
 AD6281'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6281'MARK NOT FOUND.
 AD6281
 AD6281                          STATION RECOVERY (2004)
 AD6281
 AD6281'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6281'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6280 ***********************************************************************
 AD6280  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6280  DESIGNATION -  872 2499 TIDAL 2
 AD6280  PID         -  AD6280
 AD6280  STATE/COUNTY-  FL/PALM BEACH
 AD6280  COUNTRY     -  US
 AD6280  USGS QUAD   -  JUPITER (2018)
 AD6280
 AD6280                         *CURRENT SURVEY CONTROL
 AD6280  ______________________________________________________________________
 AD6280* NAD 83(1986) POSITION- 26 56 07.     (N) 080 05 05.     (W)   SCALED
 AD6280* NAVD 88 ORTHO HEIGHT -     5.333 (meters)       17.50  (feet) ADJUSTED
 AD6280  ______________________________________________________________________
 AD6280  GEOID HEIGHT    -        -27.398 (meters)                     GEOID18
 AD6280  DYNAMIC HEIGHT  -          5.324 (meters)       17.47  (feet) COMP
 AD6280  MODELED GRAVITY -    979,094.0   (mgal)                       NAVD 88
 AD6280
 AD6280  VERT ORDER      -  SECOND    CLASS I
 AD6280
 AD6280.The horizontal coordinates were scaled from a map and have
 AD6280.an estimated accuracy of +/- 6 seconds.
 AD6280
 AD6280.The orthometric height was determined by differential leveling and
 AD6280.adjusted by the NATIONAL GEODETIC SURVEY
 AD6280.in June 1991.
 AD6280
 AD6280.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6280.GEOID18 height accuracy estimate available here.
 AD6280
 AD6280.This Tidal Bench Mark is designated as VM 5569
 AD6280.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6280
 AD6280.Click photographs - Photos may exist for this station.
 AD6280
 AD6280.The dynamic height is computed by dividing the NAVD 88
 AD6280.geopotential number by the normal gravity value computed on the
 AD6280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6280.degrees latitude (g = 980.6199 gals.).
 AD6280
 AD6280.The modeled gravity was interpolated from observed gravity values.
 AD6280
 AD6280;                    North         East    Units  Estimated Accuracy
 AD6280;SPC FL E     -   288,560.      290,900.      MT  (+/- 180 meters Scaled)
 AD6280
 AD6280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK908795(NAD 83)
 AD6280
 AD6280                          SUPERSEDED SURVEY CONTROL
 AD6280
 AD6280  NGVD 29 (09/01/92)    5.793  (m)           19.01   (f) ADJUSTED    2 1
 AD6280
 AD6280.Superseded values are not recommended for survey control.
 AD6280
 AD6280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6280.See file dsdata.pdf to determine how the superseded data were derived.
 AD6280
 AD6280_MARKER: DJ = TIDAL STATION DISK
 AD6280_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6280_SP_SET: CONCRETE BRIDGE WALKWAY
 AD6280_STAMPING: NO 2
 AD6280_MARK LOGO: FLDT
 AD6280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6280
 AD6280  HISTORY     - Date     Condition        Report By
 AD6280  HISTORY     - UNK      MONUMENTED       FLDT
 AD6280  HISTORY     - 1981     GOOD             FLDNR
 AD6280  HISTORY     - 1986     GOOD             FLDNR
 AD6280  HISTORY     - 19890813 GOOD             USPSQD
 AD6280  HISTORY     - 20020222 MARK NOT FOUND   USPSQD
 AD6280  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6280  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AD6280
 AD6280                          STATION DESCRIPTION
 AD6280
 AD6280'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6280'1.05 MI SOUTH FROM JUPITER.
 AD6280'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6280'LOXAHATCHEE RIVER, GO 0.9 MILE SOUTH ON U.S. 1 TO THE INTERSECTION OF
 AD6280'STATE HIGHWAY 706, GO 0.15 MILE WEST ON HIGHWAY 706 TO THE BRIDGE OVER
 AD6280'THE INTRACOASTAL WATERWAY, AND THE MARK.  THE MARK BEARS 17 FEET NORTH
 AD6280'OF THE HIGHWAY CENTERLINE, AND 2 FEET WEST OF THE NORTHEAST CORNER OF
 AD6280'THE BRIDGE.  THE MARK PROJECTS 0.5 FOOT ABOVE THE HIGHWAY.
 AD6280
 AD6280                          STATION RECOVERY (1986)
 AD6280
 AD6280'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6280'RECOVERED IN GOOD CONDITION.
 AD6280
 AD6280                          STATION RECOVERY (1989)
 AD6280
 AD6280'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6280'RECOVERED IN GOOD CONDITION.
 AD6280
 AD6280                          STATION RECOVERY (2002)
 AD6280
 AD6280'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6280'BRIDGE COMPLETELY REBUILT IN 1999.
 AD6280
 AD6280                          STATION RECOVERY (2003)
 AD6280
 AD6280'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6280'MARK NOT FOUND.
 AD6280
 AD6280                          STATION RECOVERY (2004)
 AD6280
 AD6280'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6280'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6279 ***********************************************************************
 AD6279  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6279  DESIGNATION -  872 2499 TIDAL 3
 AD6279  PID         -  AD6279
 AD6279  STATE/COUNTY-  FL/PALM BEACH
 AD6279  COUNTRY     -  US
 AD6279  USGS QUAD   -  JUPITER (2018)
 AD6279
 AD6279                         *CURRENT SURVEY CONTROL
 AD6279  ______________________________________________________________________
 AD6279* NAD 83(1986) POSITION- 26 56 07.     (N) 080 05 05.     (W)   SCALED
 AD6279* NAVD 88 ORTHO HEIGHT -     5.701 (meters)       18.70  (feet) ADJUSTED
 AD6279  ______________________________________________________________________
 AD6279  GEOID HEIGHT    -        -27.398 (meters)                     GEOID18
 AD6279  DYNAMIC HEIGHT  -          5.692 (meters)       18.67  (feet) COMP
 AD6279  MODELED GRAVITY -    979,094.0   (mgal)                       NAVD 88
 AD6279
 AD6279  VERT ORDER      -  SECOND    CLASS I
 AD6279
 AD6279.The horizontal coordinates were scaled from a map and have
 AD6279.an estimated accuracy of +/- 6 seconds.
 AD6279
 AD6279.The orthometric height was determined by differential leveling and
 AD6279.adjusted by the NATIONAL GEODETIC SURVEY
 AD6279.in June 1991.
 AD6279
 AD6279.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6279.GEOID18 height accuracy estimate available here.
 AD6279
 AD6279.This Tidal Bench Mark is designated as VM 5570
 AD6279.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6279
 AD6279.Click photographs - Photos may exist for this station.
 AD6279
 AD6279.The dynamic height is computed by dividing the NAVD 88
 AD6279.geopotential number by the normal gravity value computed on the
 AD6279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6279.degrees latitude (g = 980.6199 gals.).
 AD6279
 AD6279.The modeled gravity was interpolated from observed gravity values.
 AD6279
 AD6279;                    North         East    Units  Estimated Accuracy
 AD6279;SPC FL E     -   288,560.      290,900.      MT  (+/- 180 meters Scaled)
 AD6279
 AD6279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK908795(NAD 83)
 AD6279
 AD6279                          SUPERSEDED SURVEY CONTROL
 AD6279
 AD6279  NGVD 29 (09/01/92)    6.161  (m)           20.21   (f) ADJUSTED    2 1
 AD6279
 AD6279.Superseded values are not recommended for survey control.
 AD6279
 AD6279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6279.See file dsdata.pdf to determine how the superseded data were derived.
 AD6279
 AD6279_MARKER: DB = BENCH MARK DISK
 AD6279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD6279_SP_SET: BRIDGE WALKWAY
 AD6279_STAMPING: NO 3 1972
 AD6279_MARK LOGO: CGS
 AD6279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6279
 AD6279  HISTORY     - Date     Condition        Report By
 AD6279  HISTORY     - 1972     MONUMENTED       NOS
 AD6279  HISTORY     - 1981     GOOD             FLDNR
 AD6279  HISTORY     - 1986     GOOD             FLDNR
 AD6279  HISTORY     - 19890813 GOOD             USPSQD
 AD6279  HISTORY     - 19940709 GOOD             USPSQD
 AD6279  HISTORY     - 20020222 MARK NOT FOUND   USPSQD
 AD6279  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6279  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AD6279
 AD6279                          STATION DESCRIPTION
 AD6279
 AD6279'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6279'1.05 MI SOUTH FROM JUPITER.
 AD6279'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6279'LOXAHATCHEE RIVER, GO 0.9 MILE SOUTH ON U.S. 1 TO THE INTERSECTION OF
 AD6279'STATE HIGHWAY 706, GO 0.15 MILE WEST ON HIGHWAY 706 TO THE BRIDGE OVER
 AD6279'THE INTRACOASTAL WATERWAY, AND THE MARK.  THE MARK BEARS 25 FEET SOUTH
 AD6279'OF THE HIGHWAY CENTERLINE, 127 FEET EAST OF THE SOUTHWEST CORNER OF
 AD6279'THE BRIDGE, AND 10.8 FEET SOUTHWEST OF THE NORTHWEST CORNER OF THE
 AD6279'BRIDGE TENDER OFFICE.
 AD6279
 AD6279                          STATION RECOVERY (1986)
 AD6279
 AD6279'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6279'RECOVERED IN GOOD CONDITION.
 AD6279
 AD6279                          STATION RECOVERY (1989)
 AD6279
 AD6279'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6279'RECOVERED IN GOOD CONDITION.
 AD6279
 AD6279                          STATION RECOVERY (1994)
 AD6279
 AD6279'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6279'RECOVERED IN GOOD CONDITION.
 AD6279
 AD6279                          STATION RECOVERY (2002)
 AD6279
 AD6279'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6279'BRIDGE COMPLETELY REBUILT IN 1999.
 AD6279
 AD6279                          STATION RECOVERY (2003)
 AD6279
 AD6279'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6279'MARK NOT FOUND.
 AD6279
 AD6279                          STATION RECOVERY (2004)
 AD6279
 AD6279'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6279'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6278 ***********************************************************************
 AD6278  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6278  DESIGNATION -  872 2499 TIDAL 4
 AD6278  PID         -  AD6278
 AD6278  STATE/COUNTY-  FL/PALM BEACH
 AD6278  COUNTRY     -  US
 AD6278  USGS QUAD   -  JUPITER (2018)
 AD6278
 AD6278                         *CURRENT SURVEY CONTROL
 AD6278  ______________________________________________________________________
 AD6278* NAD 83(1986) POSITION- 26 56 07.     (N) 080 05 05.     (W)   SCALED
 AD6278* NAVD 88 ORTHO HEIGHT -     5.080 (meters)       16.67  (feet) ADJUSTED
 AD6278  ______________________________________________________________________
 AD6278  GEOID HEIGHT    -        -27.398 (meters)                     GEOID18
 AD6278  DYNAMIC HEIGHT  -          5.072 (meters)       16.64  (feet) COMP
 AD6278  MODELED GRAVITY -    979,094.0   (mgal)                       NAVD 88
 AD6278
 AD6278  VERT ORDER      -  SECOND    CLASS I
 AD6278
 AD6278.The horizontal coordinates were scaled from a map and have
 AD6278.an estimated accuracy of +/- 6 seconds.
 AD6278
 AD6278.The orthometric height was determined by differential leveling and
 AD6278.adjusted by the NATIONAL GEODETIC SURVEY
 AD6278.in June 1991.
 AD6278
 AD6278.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6278.GEOID18 height accuracy estimate available here.
 AD6278
 AD6278.This Tidal Bench Mark is designated as VM 5571
 AD6278.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6278
 AD6278.Click photographs - Photos may exist for this station.
 AD6278
 AD6278.The dynamic height is computed by dividing the NAVD 88
 AD6278.geopotential number by the normal gravity value computed on the
 AD6278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6278.degrees latitude (g = 980.6199 gals.).
 AD6278
 AD6278.The modeled gravity was interpolated from observed gravity values.
 AD6278
 AD6278;                    North         East    Units  Estimated Accuracy
 AD6278;SPC FL E     -   288,560.      290,900.      MT  (+/- 180 meters Scaled)
 AD6278
 AD6278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK908795(NAD 83)
 AD6278
 AD6278                          SUPERSEDED SURVEY CONTROL
 AD6278
 AD6278  NGVD 29 (09/01/92)    5.541  (m)           18.18   (f) ADJUSTED    2 1
 AD6278
 AD6278.Superseded values are not recommended for survey control.
 AD6278
 AD6278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6278.See file dsdata.pdf to determine how the superseded data were derived.
 AD6278
 AD6278_MARKER: DJ = TIDAL STATION DISK
 AD6278_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6278_SP_SET: CONCRETE BRIDGE WALKWAY
 AD6278_STAMPING: NO 4
 AD6278_MARK LOGO: FLDT
 AD6278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6278
 AD6278  HISTORY     - Date     Condition        Report By
 AD6278  HISTORY     - UNK      MONUMENTED       FLDT
 AD6278  HISTORY     - 1981     GOOD             FLDNR
 AD6278  HISTORY     - 1986     GOOD             FLDNR
 AD6278  HISTORY     - 19890813 GOOD             USPSQD
 AD6278  HISTORY     - 20020222 MARK NOT FOUND   USPSQD
 AD6278  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6278  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AD6278
 AD6278                          STATION DESCRIPTION
 AD6278
 AD6278'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6278'1.05 MI SOUTH FROM JUPITER.
 AD6278'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6278'LOXAHATCHEE RIVER, GO 0.9 MILE SOUTH ON U.S. 1 TO THE INTERSECTION OF
 AD6278'STATE HIGHWAY 706, GO 0.15 MILE WEST ON HIGHWAY 706 TO THE BRIDGE OVER
 AD6278'THE INTRACOASTAL WATERWAY, AND THE MARK.  THE MARK BEARS 20 FEET NORTH
 AD6278'OF THE HIGHWAY CENTERLINE, AND 1 FOOT EAST OF THE NORTHWEST CORNER OF
 AD6278'THE BRIDGE.
 AD6278
 AD6278                          STATION RECOVERY (1986)
 AD6278
 AD6278'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6278'RECOVERED IN GOOD CONDITION.
 AD6278
 AD6278                          STATION RECOVERY (1989)
 AD6278
 AD6278'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6278'RECOVERED IN GOOD CONDITION.
 AD6278
 AD6278                          STATION RECOVERY (2002)
 AD6278
 AD6278'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6278'BRIDGE COMPLETELY REBUILT IN 1999.
 AD6278
 AD6278                          STATION RECOVERY (2003)
 AD6278
 AD6278'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6278'MARK NOT FOUND.
 AD6278
 AD6278                          STATION RECOVERY (2004)
 AD6278
 AD6278'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6278'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6277 ***********************************************************************
 AD6277  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6277  DESIGNATION -  872 2499 TIDAL 5
 AD6277  PID         -  AD6277
 AD6277  STATE/COUNTY-  FL/PALM BEACH
 AD6277  COUNTRY     -  US
 AD6277  USGS QUAD   -  JUPITER (2018)
 AD6277
 AD6277                         *CURRENT SURVEY CONTROL
 AD6277  ______________________________________________________________________
 AD6277* NAD 83(1986) POSITION- 26 56 07.     (N) 080 05 05.     (W)   SCALED
 AD6277* NAVD 88 ORTHO HEIGHT -     1.907 (meters)        6.26  (feet) ADJUSTED
 AD6277  ______________________________________________________________________
 AD6277  GEOID HEIGHT    -        -27.398 (meters)                     GEOID18
 AD6277  DYNAMIC HEIGHT  -          1.904 (meters)        6.25  (feet) COMP
 AD6277  MODELED GRAVITY -    979,094.0   (mgal)                       NAVD 88
 AD6277
 AD6277  VERT ORDER      -  SECOND    CLASS I
 AD6277
 AD6277.The horizontal coordinates were scaled from a map and have
 AD6277.an estimated accuracy of +/- 6 seconds.
 AD6277
 AD6277.The orthometric height was determined by differential leveling and
 AD6277.adjusted by the NATIONAL GEODETIC SURVEY
 AD6277.in September 1996.
 AD6277
 AD6277.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6277.GEOID18 height accuracy estimate available here.
 AD6277
 AD6277.This Tidal Bench Mark is designated as VM 15815
 AD6277.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6277
 AD6277.Click photographs - Photos may exist for this station.
 AD6277
 AD6277.The dynamic height is computed by dividing the NAVD 88
 AD6277.geopotential number by the normal gravity value computed on the
 AD6277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6277.degrees latitude (g = 980.6199 gals.).
 AD6277
 AD6277.The modeled gravity was interpolated from observed gravity values.
 AD6277
 AD6277;                    North         East    Units  Estimated Accuracy
 AD6277;SPC FL E     -   288,560.      290,900.      MT  (+/- 180 meters Scaled)
 AD6277
 AD6277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK908795(NAD 83)
 AD6277
 AD6277                          SUPERSEDED SURVEY CONTROL
 AD6277
 AD6277  NAVD 88 (06/15/91)    1.910  (m)            6.27   (f) SUPERSEDED  2 1
 AD6277  NGVD 29 (09/01/92)    2.369  (m)            7.77   (f) ADJUSTED    2 1
 AD6277
 AD6277.Superseded values are not recommended for survey control.
 AD6277
 AD6277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6277.See file dsdata.pdf to determine how the superseded data were derived.
 AD6277
 AD6277_MARKER: DB = BENCH MARK DISK
 AD6277_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6277_SP_SET: GUTTER DRAIN
 AD6277_STAMPING: NO 5 1972
 AD6277_MARK LOGO: CGS
 AD6277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6277
 AD6277  HISTORY     - Date     Condition        Report By
 AD6277  HISTORY     - 1972     MONUMENTED       NOS
 AD6277  HISTORY     - 1981     GOOD             FLDNR
 AD6277  HISTORY     - 1986     GOOD             FLDNR
 AD6277  HISTORY     - 19890813 GOOD             USPSQD
 AD6277  HISTORY     - 19940709 GOOD             USPSQD
 AD6277  HISTORY     - 20020222 MARK NOT FOUND   USPSQD
 AD6277  HISTORY     - 20020819 MARK NOT FOUND   USPSQD
 AD6277  HISTORY     - 20030908 MARK NOT FOUND   USPSQD
 AD6277
 AD6277                          STATION DESCRIPTION
 AD6277
 AD6277'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6277'1.05 MI SOUTH FROM JUPITER.
 AD6277'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6277'LOXAHATCHEE RIVER, GO 0.9 MILE SOUTH ON U.S. 1 TO THE INTERSECTION OF
 AD6277'STATE HIGHWAY 706, GO 0.15 MILE WEST ON HIGHWAY 706 TO THE BRIDGE OVER
 AD6277'THE INTRACOASTAL WATERWAY, AND THE MARK.  THE MARK IS SET IN THE
 AD6277'SOUTHWEST CORNER OF THE GUTTER DRAIN, AND 320 FEET WEST OF THE WEST
 AD6277'END OF THE BRIDGE.  THE MARK PROJECTS 0.5 FOOT ABOVE THE ROAD.
 AD6277
 AD6277                          STATION RECOVERY (1986)
 AD6277
 AD6277'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6277'RECOVERED IN GOOD CONDITION.
 AD6277
 AD6277                          STATION RECOVERY (1989)
 AD6277
 AD6277'RECOVERY NOTE BY US POWER SQUADRON 1989 (REK)
 AD6277'RECOVERED IN GOOD CONDITION.
 AD6277
 AD6277                          STATION RECOVERY (1994)
 AD6277
 AD6277'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6277'RECOVERED IN GOOD CONDITION.
 AD6277
 AD6277                          STATION RECOVERY (2002)
 AD6277
 AD6277'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6277'BRIDGE AND APPROACH LANES COMPLETELY REBUILT IN 1999.
 AD6277
 AD6277                          STATION RECOVERY (2002)
 AD6277
 AD6277'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6277'BRIDGE AND APPROACH LANES COMPLETELY REBUILT IN 1999.
 AD6277
 AD6277                          STATION RECOVERY (2003)
 AD6277
 AD6277'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6277'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6287 ***********************************************************************
 AD6287  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6287  DESIGNATION -  872 2512 F TIDAL
 AD6287  PID         -  AD6287
 AD6287  STATE/COUNTY-  FL/PALM BEACH
 AD6287  COUNTRY     -  US
 AD6287  USGS QUAD   -  JUPITER (2018)
 AD6287
 AD6287                         *CURRENT SURVEY CONTROL
 AD6287  ______________________________________________________________________
 AD6287* NAD 83(1986) POSITION- 26 54 46.4    (N) 080 04 41.8    (W)   HD_HELD2
 AD6287* NAVD 88 ORTHO HEIGHT -     1.988 (meters)        6.52  (feet) ADJUSTED
 AD6287  ______________________________________________________________________
 AD6287  GEOID HEIGHT    -        -27.324 (meters)                     GEOID18
 AD6287  DYNAMIC HEIGHT  -          1.985 (meters)        6.51  (feet) COMP
 AD6287  MODELED GRAVITY -    979,096.1   (mgal)                       NAVD 88
 AD6287
 AD6287  VERT ORDER      -  SECOND    CLASS I
 AD6287
 AD6287.The horizontal coordinates were established by autonomous hand held GPS
 AD6287.observations and have an estimated accuracy of +/- 10 meters.
 AD6287
 AD6287.The orthometric height was determined by differential leveling and
 AD6287.adjusted by the NATIONAL GEODETIC SURVEY
 AD6287.in May 2010.
 AD6287
 AD6287.No vertical observational check was made to the station.
 AD6287
 AD6287.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6287.GEOID18 height accuracy estimate available here.
 AD6287
 AD6287.This Tidal Bench Mark is designated as VM 5576
 AD6287.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6287
 AD6287.Click photographs - Photos may exist for this station.
 AD6287
 AD6287.The dynamic height is computed by dividing the NAVD 88
 AD6287.geopotential number by the normal gravity value computed on the
 AD6287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6287.degrees latitude (g = 980.6199 gals.).
 AD6287
 AD6287.The modeled gravity was interpolated from observed gravity values.
 AD6287
 AD6287;                    North         East    Units  Estimated Accuracy
 AD6287;SPC FL E     -   286,086.      291,553.      MT  (+/- 10 meters HH2 GPS)
 AD6287
 AD6287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9152177120(NAD 83)
 AD6287
 AD6287                          SUPERSEDED SURVEY CONTROL
 AD6287
 AD6287  NAVD 88 (06/15/91)    2.014  (m)            6.61   (f) SUPERSEDED  2 1
 AD6287  NGVD 29 (09/01/92)    2.470  (m)            8.10   (f) ADJUSTED    2 1
 AD6287
 AD6287.Superseded values are not recommended for survey control.
 AD6287
 AD6287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6287.See file dsdata.pdf to determine how the superseded data were derived.
 AD6287
 AD6287_MARKER: DD = SURVEY DISK
 AD6287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6287_STAMPING: 2512 F 1981 BSM
 AD6287_MARK LOGO: FLDNR
 AD6287_PROJECTION: FLUSH
 AD6287_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6287+STABILITY: SURFACE MOTION
 AD6287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6287+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2025
 AD6287
 AD6287  HISTORY     - Date     Condition        Report By
 AD6287  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6287  HISTORY     - 19940715 MARK NOT FOUND   USPSQD
 AD6287  HISTORY     - 20020221 MARK NOT FOUND   USPSQD
 AD6287  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6287  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AD6287  HISTORY     - 20060416 GOOD             FLDEP
 AD6287  HISTORY     - 20250516 GOOD             GEOCAC
 AD6287
 AD6287                          STATION DESCRIPTION
 AD6287
 AD6287'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6287'1.7 MI SSE FROM JUPITER.
 AD6287'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6287'LOXAHATCHEE RIVER, GO 2.6 MILES SOUTH ON U.S. 1 TO THE JUNCTION OF A
 AD6287'SAND TRAIL (WHERE AN EAST-WEST POWER LINE CROSSES THE HIGHWAY), GO 0.8
 AD6287'MILE WEST ALONG THE SAND TRAIL PARALLELING THE POWER LINE TO A
 AD6287'T-JUNCTION, GO NORTH 0.15 MILE ALONG THE SAND TRAIL ROAD PARALLELING
 AD6287'THE INTRACOASTAL WATERWAY TO THE MARK LOCATION.  THE MARK IS EAST OF
 AD6287'DAY BEACON 19 OF THE WATERWAY.  THE MARK BEARS 28.6 FEET EAST OF THE
 AD6287'CENTERLINE OF THE SAND TRAIL ROAD, 3.0 FEET WEST OF A FALLEN 18-INCH
 AD6287'DIAMETER PINE TREE, 66.3 FEET NORTH-NORTHEAST OF BENCH MARK NO 4 1973,
 AD6287'76.5 FEET EAST-NORTHEAST OF BENCH MARK NO 5 1973, AND 7.0 FEET
 AD6287'NORTH-NORTHEAST OF A WITNESS POST.
 AD6287
 AD6287                          STATION RECOVERY (1994)
 AD6287
 AD6287'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6287'MARK NOT FOUND.
 AD6287
 AD6287                          STATION RECOVERY (2002)
 AD6287
 AD6287'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6287'MARK NOT FOUND.
 AD6287
 AD6287                          STATION RECOVERY (2003)
 AD6287
 AD6287'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6287'MARK NOT FOUND.
 AD6287
 AD6287                          STATION RECOVERY (2004)
 AD6287
 AD6287'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6287'MARK NOT FOUND.
 AD6287
 AD6287                          STATION RECOVERY (2006)
 AD6287
 AD6287'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6287'THE MARK IS IN THE JUPITER RIDGE NATURAL AREA (ECO SITE NO.  54), IN
 AD6287'SECTION 7, TOWNSHIP 41 SOUTH, RANGE 43 EAST.
 AD6287'
 AD6287'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 AD6287'HIGHWAY) AND STATE ROAD 706 (INDIANTOWN ROAD) IN JUPITER, GO SOUTHEAST
 AD6287'ON U.S. HIGHWAY 1 (FEDERAL HIGHWAY) FOR 1.7 MI (2.7 KM) TO A POWER
 AD6287'LINE CROSSING THE HIGHWAY AND A GATED SAND TRAIL ROAD ON THE RIGHT
 AD6287'PARALLELING THE POWER LINE, TURN RIGHT ON THE SAND TRAIL PASSING
 AD6287'THROUGH A LOCKED GATE AND GO WEST FOR O.5 MI TO THE SECOND CONCRETE
 AD6287'POWER POLE EAST OF THE INTRACOASTAL WATERWAY (NUMBER 20D4) AND THE
 AD6287'JUNCTION OF A SAND TRAIL ROAD ON THE RIGHT LEADING NORTHWEST TOWARD
 AD6287'THE INTRACOASTAL WATERWAY, TURN RIGHT ON THE SAND TRAIL ROAD AND GO
 AD6287'NORTHWEST FOR ABOUT 280.0 FT (85.3 M) TO A SAND TRAIL ROAD ON THE
 AD6287'RIGHT LEADING NORTH, TURN RIGHT ON THE SAND TRAIL ROAD AND GO NORTH
 AD6287'FOR ABOUT 125.0 FT (38.1 M) TO A LEFT CURVE IN THE TRAIL ROAD AND THE
 AD6287'MARK ON THE RIGHT, A FLDNR SURVEY DISK SET FLUSH IN THE TOP OF A
 AD6287'CONCRETE MONUMENT LEVEL WITH THE TRAIL ROAD.
 AD6287'
 AD6287'LOCATED 76.5 FT (23.3 M) NORTHEAST OF AN NOS TIDAL MARK NO 5 1973,
 AD6287'66.8 FT (20.4 M) NORTHEAST OF AN NOS TIDAL MARK NO 4 1973, 18.0 FT
 AD6287'(5.5 M) EAST OF THE APPROXIMATE CENTERLINE OF THE SAND TRAIL ROAD,
 AD6287'10.3 FT (3.1 M) NORTHEAST OF A 6-INCH (15 CM) PINE TREE AND 1.0 FT
 AD6287'(0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 AD6287'
 AD6287'NOTE FOR ACCESS CALL MIKE CHEEK AT THE PALM BEACH COUNTY RESOURCES
 AD6287'PROTECTION DIVISION AT (561)-233-2466.
 AD6287
 AD6287                          STATION RECOVERY (2025)
 AD6287
 AD6287'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD6287'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6285 ***********************************************************************
 AD6285  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6285  DESIGNATION -  872 2512 TIDAL 1
 AD6285  PID         -  AD6285
 AD6285  STATE/COUNTY-  FL/PALM BEACH
 AD6285  COUNTRY     -  US
 AD6285  USGS QUAD   -  JUPITER (2018)
 AD6285
 AD6285                         *CURRENT SURVEY CONTROL
 AD6285  ______________________________________________________________________
 AD6285* NAD 83(1986) POSITION- 26 54 45.16   (N) 080 04 43.82   (W)   HD_HELD1
 AD6285* NAVD 88 ORTHO HEIGHT -     1.317 (meters)        4.32  (feet) ADJUSTED
 AD6285  ______________________________________________________________________
 AD6285  GEOID HEIGHT    -        -27.319 (meters)                     GEOID18
 AD6285  DYNAMIC HEIGHT  -          1.315 (meters)        4.31  (feet) COMP
 AD6285  MODELED GRAVITY -    979,096.1   (mgal)                       NAVD 88
 AD6285
 AD6285  VERT ORDER      -  SECOND    CLASS I
 AD6285
 AD6285.The horizontal coordinates were determined by differentially corrected
 AD6285.hand held GPS observations or other comparable positioning techniques
 AD6285.and have an estimated accuracy of +/- 3 meters.
 AD6285
 AD6285.The orthometric height was determined by differential leveling and
 AD6285.adjusted by the NATIONAL GEODETIC SURVEY
 AD6285.in May 2010.
 AD6285
 AD6285.No vertical observational check was made to the station.
 AD6285
 AD6285.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6285.GEOID18 height accuracy estimate available here.
 AD6285
 AD6285.This Tidal Bench Mark is designated as VM 5572
 AD6285.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6285
 AD6285.Click photographs - Photos may exist for this station.
 AD6285
 AD6285.The dynamic height is computed by dividing the NAVD 88
 AD6285.geopotential number by the normal gravity value computed on the
 AD6285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6285.degrees latitude (g = 980.6199 gals.).
 AD6285
 AD6285.The modeled gravity was interpolated from observed gravity values.
 AD6285
 AD6285;                    North         East    Units  Estimated Accuracy
 AD6285;SPC FL E     -   286,047.2     291,497.3     MT  (+/- 3 meters HH1 GPS) 
 AD6285
 AD6285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9146677081(NAD 83)
 AD6285
 AD6285                          SUPERSEDED SURVEY CONTROL
 AD6285
 AD6285  NAVD 88 (06/15/91)    1.307  (m)            4.29   (f) SUPERSEDED  2 1
 AD6285  NGVD 29 (09/01/92)    1.764  (m)            5.79   (f) ADJUSTED    2 1
 AD6285
 AD6285.Superseded values are not recommended for survey control.
 AD6285
 AD6285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6285.See file dsdata.pdf to determine how the superseded data were derived.
 AD6285
 AD6285_MARKER: DJ = TIDAL STATION DISK
 AD6285_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD6285_STAMPING: NO 1 1973
 AD6285_MARK LOGO: NOS
 AD6285_PROJECTION: PROJECTING 8 CENTIMETERS
 AD6285_MAGNETIC: I = MARKER IS A STEEL ROD
 AD6285_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6285+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2025
 AD6285
 AD6285  HISTORY     - Date     Condition        Report By
 AD6285  HISTORY     - 1973     MONUMENTED       NOS
 AD6285  HISTORY     - 1981     GOOD             FLDNR
 AD6285  HISTORY     - 19940715 MARK NOT FOUND   USPSQD
 AD6285  HISTORY     - 20020221 MARK NOT FOUND   USPSQD
 AD6285  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6285  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AD6285  HISTORY     - 20060401 GOOD             FLDEP
 AD6285  HISTORY     - 20250114 GOOD             FLDEP
 AD6285  HISTORY     - 20250516 GOOD             GEOCAC
 AD6285
 AD6285                          STATION DESCRIPTION
 AD6285
 AD6285'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6285'2.4 MI SSE FROM JUPITER.
 AD6285'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6285'LOXAHATCHEE RIVER, GO 2.6 MILES SOUTH ON U.S. 1 TO THE JUNCTION OF A
 AD6285'SAND TRAIL ROAD (WHERE AN EAST-WEST POWERLINE CROSSES THE HIGHWAY), GO
 AD6285'0.8 MILE WEST ALONG THE SAND TRAIL ROAD TO A T-JUNCTION, GO 0.15 MILE
 AD6285'NORTH ALONG A SAND TRAIL ROAD PARRALLELING THE INTRACOASTAL WATERWAY
 AD6285'TO DAYBEACON 19 AND THE MARK.  THE MARK BEARS 95 FEET EAST OF THE
 AD6285'WATERLINE, AND 15 FEET EAST OF THE SAND TRAIL.  THE PIPE PROJECTS 4
 AD6285'INCHES ABOVE THE GROUND.
 AD6285
 AD6285                          STATION RECOVERY (1994)
 AD6285
 AD6285'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6285'MARK NOT FOUND.
 AD6285
 AD6285                          STATION RECOVERY (2002)
 AD6285
 AD6285'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6285'MARK NOT FOUND.
 AD6285
 AD6285                          STATION RECOVERY (2003)
 AD6285
 AD6285'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6285'MARK NOT FOUND.
 AD6285
 AD6285                          STATION RECOVERY (2004)
 AD6285
 AD6285'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6285'MARK NOT FOUND.
 AD6285
 AD6285                          STATION RECOVERY (2006)
 AD6285
 AD6285'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6285'THE MARK IS IN THE JUPITER RIDGE NATURAL AREA (ECO SITE NO.  54), IN
 AD6285'SECTION 7, TOWNSHIP 41 SOUTH, RANGE 43 EAST.
 AD6285'
 AD6285'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 AD6285'HIGHWAY) AND STATE ROAD 706 (INDIANTOWN ROAD) IN JUPITER, GO SOUTHEAST
 AD6285'ON U.S. HIGHWAY 1 (FEDERAL HIGHWAY) FOR 1.7 MI (2.7 KM) TO A POWER
 AD6285'LINE CROSSING THE HIGHWAY AND A GATED SAND TRAIL ROAD ON THE RIGHT
 AD6285'PARALLELING THE POWER LINE, TURN RIGHT ON THE SAND TRAIL AND PASSING
 AD6285'THROUGH A LOCKED GATE AND GO WEST FOR O.6 MI TO A LARGE CONCRETE POWER
 AD6285'POLE ON THE RIGHT (FIRST POLE EAST OF THE INTRACOASTAL WATERWAY) AND
 AD6285'THE JUNCTION OF A SAND TRAIL ROAD ON THE RIGHT PARALLELING THE
 AD6285'INTRACOASTAL WATERWAY, TURN RIGHT ON THE SAND TRAIL ROAD AND GO NORTH
 AD6285'FOR 230.0 FT (70.1 M) TO THE MARK ON THE RIGHT, A NOS SURVEY DISK
 AD6285'CRIMPED TO A COPPER-CLAD STEEL ROD ENCASED IN A 4-INCH (10 CM) IRON
 AD6285'PIPE PROJECTING 0.2 FT (0.1 M) ABOVE THE LEVEL OF THE GROUND.
 AD6285'
 AD6285'LOCATED 230.0 FT (70.1 M) NORTH OF THE FIRST CONCRETE POWER POLE EAST
 AD6285'OF THE INTRACOASTAL WATERWAY (NUMBER 20D5), 75.1 FT (22.9 M) WEST OF
 AD6285'AN NOS TIDAL MARK NO 3 1973, 11.9 FT (3.6 M) NORTH OF THE APPROXIMATE
 AD6285'CENTERLINE OF A DIM SAND TRAIL LEADING NORTHEAST, 9.0 FT (2.7 M) EAST
 AD6285'OF THE APPROXIMATE CENTERLINE OF THE SAND TRAIL ROAD LEADING NORTH
 AD6285'PARALLELING THE INTRACOASTAL WATERWAY AND 1.0 FT (0.3 M) SOUTH OF A
 AD6285'CARSONITE WITNESS POST.
 AD6285'
 AD6285'NOTE FOR ACCESS CALL MIKE CHEEK AT THE PALM BEACH COUNTY RESOURCES
 AD6285'PROTECTION DIVISION AT (561)-233-2466.
 AD6285
 AD6285                          STATION RECOVERY (2025)
 AD6285
 AD6285'RECOVERY NOTE BY FL DEPT OF ENV PRO 2025 (MAH)
 AD6285'RECOVERED AS DESCRIBED.
 AD6285
 AD6285                          STATION RECOVERY (2025)
 AD6285
 AD6285'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD6285'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6286 ***********************************************************************
 AD6286  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6286  DESIGNATION -  872 2512 TIDAL 2
 AD6286  PID         -  AD6286
 AD6286  STATE/COUNTY-  FL/PALM BEACH
 AD6286  COUNTRY     -  US
 AD6286  USGS QUAD   -  JUPITER (2018)
 AD6286
 AD6286                         *CURRENT SURVEY CONTROL
 AD6286  ______________________________________________________________________
 AD6286* NAD 83(1986) POSITION- 26 54 51.     (N) 080 04 47.     (W)   SCALED
 AD6286* NAVD 88 ORTHO HEIGHT -     0.888 (meters)        2.91  (feet) ADJUSTED
 AD6286  ______________________________________________________________________
 AD6286  GEOID HEIGHT    -        -27.323 (meters)                     GEOID18
 AD6286  DYNAMIC HEIGHT  -          0.887 (meters)        2.91  (feet) COMP
 AD6286  MODELED GRAVITY -    979,096.1   (mgal)                       NAVD 88
 AD6286
 AD6286  VERT ORDER      -  SECOND    CLASS I
 AD6286
 AD6286.The horizontal coordinates were scaled from a map and have
 AD6286.an estimated accuracy of +/- 6 seconds.
 AD6286
 AD6286.The orthometric height was determined by differential leveling and
 AD6286.adjusted by the NATIONAL GEODETIC SURVEY
 AD6286.in June 1991.
 AD6286
 AD6286.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6286.GEOID18 height accuracy estimate available here.
 AD6286
 AD6286.This Tidal Bench Mark is designated as VM 5573
 AD6286.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6286
 AD6286.Click photographs - Photos may exist for this station.
 AD6286
 AD6286.The dynamic height is computed by dividing the NAVD 88
 AD6286.geopotential number by the normal gravity value computed on the
 AD6286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6286.degrees latitude (g = 980.6199 gals.).
 AD6286
 AD6286.The modeled gravity was interpolated from observed gravity values.
 AD6286
 AD6286;                    North         East    Units  Estimated Accuracy
 AD6286;SPC FL E     -   286,230.      291,410.      MT  (+/- 180 meters Scaled)
 AD6286
 AD6286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913772(NAD 83)
 AD6286
 AD6286                          SUPERSEDED SURVEY CONTROL
 AD6286
 AD6286  NGVD 29 (09/01/92)    1.345  (m)            4.41   (f) ADJUSTED    2 1
 AD6286
 AD6286.Superseded values are not recommended for survey control.
 AD6286
 AD6286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6286.See file dsdata.pdf to determine how the superseded data were derived.
 AD6286
 AD6286_MARKER: DJ = TIDAL STATION DISK
 AD6286_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD6286_STAMPING: NO 2 1973
 AD6286_MARK LOGO: NOS
 AD6286_MAGNETIC: I = MARKER IS A STEEL ROD
 AD6286_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6286
 AD6286  HISTORY     - Date     Condition        Report By
 AD6286  HISTORY     - 1973     MONUMENTED       NOS
 AD6286  HISTORY     - 1981     GOOD             FLDNR
 AD6286  HISTORY     - 19940715 GOOD             USPSQD
 AD6286  HISTORY     - 20020221 MARK NOT FOUND   USPSQD
 AD6286  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6286  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AD6286  HISTORY     - 20250516 MARK NOT FOUND   GEOCAC
 AD6286
 AD6286                          STATION DESCRIPTION
 AD6286
 AD6286'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6286'2.4 MI SSE FROM JUPITER.
 AD6286'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6286'LOXAHATCHEE RIVER, GO 2.6 MILES SOUTH ON U.S. 1 TO THE JUNCTION OF A
 AD6286'SAND TRAIL ROAD (WHERE AN EAST-WEST POWERLINE CROSSES THE HIGHWAY), GO
 AD6286'0.8 MILE WEST ALONG THE SAND TRAIL ROAD TO A T-JUNCTION, GO 0.15 MILE
 AD6286'NORTH ALONG A SAND TRAIL ROAD PARRALLELING THE INTRACOASTAL WATERWAY
 AD6286'TO DAYBEACON 19 AND THE MARK.  THE MARK BEARS 73 FEET EAST OF THE
 AD6286'WATERLINE, 41 FEET EAST OF THE SAND TRAIL ROAD, AND ABOUT 125 FEET
 AD6286'NORTH OF BENCH MARK NO 1 1973.  THE PIPE PROJECTS 4 INCHES ABOVE THE
 AD6286'GROUND.
 AD6286
 AD6286                          STATION RECOVERY (1994)
 AD6286
 AD6286'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6286'RECOVERED IN GOOD CONDITION.
 AD6286
 AD6286                          STATION RECOVERY (2002)
 AD6286
 AD6286'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6286'MARK NOT FOUND.
 AD6286
 AD6286                          STATION RECOVERY (2003)
 AD6286
 AD6286'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6286'MARK NOT FOUND.
 AD6286
 AD6286                          STATION RECOVERY (2004)
 AD6286
 AD6286'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6286'MARK NOT FOUND.
 AD6286
 AD6286                          STATION RECOVERY (2025)
 AD6286
 AD6286'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD6286'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ9280 ***********************************************************************
 DJ9280  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ9280  DESIGNATION -  872 2512 TIDAL 3
 DJ9280  PID         -  DJ9280
 DJ9280  STATE/COUNTY-  FL/PALM BEACH
 DJ9280  COUNTRY     -  US
 DJ9280  USGS QUAD   -  JUPITER (2018)
 DJ9280
 DJ9280                         *CURRENT SURVEY CONTROL
 DJ9280  ______________________________________________________________________
 DJ9280* NAD 83(1986) POSITION- 26 54 45.35   (N) 080 04 42.78   (W)   HD_HELD1
 DJ9280* NAVD 88 ORTHO HEIGHT -     1.224 (meters)        4.02  (feet) ADJUSTED
 DJ9280  ______________________________________________________________________
 DJ9280  GEOID HEIGHT    -        -27.321 (meters)                     GEOID18
 DJ9280  DYNAMIC HEIGHT  -          1.222 (meters)        4.01  (feet) COMP
 DJ9280  MODELED GRAVITY -    979,096.2   (mgal)                       NAVD 88
 DJ9280
 DJ9280  VERT ORDER      -  SECOND    CLASS I
 DJ9280
 DJ9280.The horizontal coordinates were determined by differentially corrected
 DJ9280.hand held GPS observations or other comparable positioning techniques
 DJ9280.and have an estimated accuracy of +/- 3 meters.
 DJ9280
 DJ9280.The orthometric height was determined by differential leveling and
 DJ9280.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9280.in May 2010.
 DJ9280
 DJ9280.No vertical observational check was made to the station.
 DJ9280
 DJ9280.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9280.GEOID18 height accuracy estimate available here.
 DJ9280
 DJ9280.This Tidal Bench Mark is designated as VM 18749
 DJ9280.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ9280
 DJ9280.Click photographs - Photos may exist for this station.
 DJ9280
 DJ9280.The dynamic height is computed by dividing the NAVD 88
 DJ9280.geopotential number by the normal gravity value computed on the
 DJ9280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9280.degrees latitude (g = 980.6199 gals.).
 DJ9280
 DJ9280.The modeled gravity was interpolated from observed gravity values.
 DJ9280
 DJ9280;                    North         East    Units  Estimated Accuracy
 DJ9280;SPC FL E     -   286,053.3     291,526.0     MT  (+/- 3 meters HH1 GPS) 
 DJ9280
 DJ9280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9149477087(NAD 83)
 DJ9280
 DJ9280                          SUPERSEDED SURVEY CONTROL
 DJ9280
 DJ9280.No superseded survey control is available for this station.
 DJ9280
 DJ9280_MARKER: DJ = TIDAL STATION DISK
 DJ9280_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DJ9280_STAMPING: NO 3 1973
 DJ9280_MARK LOGO: NOS
 DJ9280_PROJECTION: PROJECTING 8 CENTIMETERS
 DJ9280_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ9280_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9280+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2025
 DJ9280
 DJ9280  HISTORY     - Date     Condition        Report By
 DJ9280  HISTORY     - 1973     MONUMENTED       NOS
 DJ9280  HISTORY     - 20060402 GOOD             FLDEP
 DJ9280  HISTORY     - 20250114 GOOD             FLDEP
 DJ9280  HISTORY     - 20250516 GOOD             GEOCAC
 DJ9280
 DJ9280                          STATION DESCRIPTION
 DJ9280
 DJ9280'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DJ9280'THE MARK IS IN THE JUPITER RIDGE NATURAL AREA (ECO SITE NO.  54), IN
 DJ9280'SECTION 7, TOWNSHIP 41 SOUTH, RANGE 43 EAST.
 DJ9280'
 DJ9280'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 DJ9280'HIGHWAY) AND STATE ROAD 706 (INDIANTOWN ROAD) IN JUPITER, GO SOUTHEAST
 DJ9280'ON U.S. HIGHWAY 1 (FEDERAL HIGHWAY) FOR 1.7 MI (2.7 KM) TO A POWER
 DJ9280'LINE CROSSING THE HIGHWAY AND A GATED SAND TRAIL ROAD ON THE RIGHT
 DJ9280'PARALLELING THE POWER LINE, TURN RIGHT ON THE SAND TRAIL AND PASSING
 DJ9280'THROUGH A LOCKED GATE AND GO WEST FOR O.5 MI TO A LARGE CONCRETE POWER
 DJ9280'POLE ON THE RIGHT NUMBERED 20D4 (SECOND POLE EAST OF THE INTRACOASTAL
 DJ9280'WATERWAY) AND THE JUNCTION OF A SAND TRAIL ROAD ON THE RIGHT, TURN
 DJ9280'RIGHT ON THE SAND TRAIL ROAD AND GO NORTHWEST FOR ABOUT 300.0 FT (91.4
 DJ9280'M) TO THE MARK ON THE RIGHT, A NOS SURVEY DISK CRIMPED ON THE TOP OF A
 DJ9280'COPPER-CLAD STEEL ROD ENCASED IN A 4-INCH (10 CM) IRON PIPE AND LEVEL
 DJ9280'WITH THE GROUND.
 DJ9280'
 DJ9280'LOCATED 334.0 FT (101.8 M) NORTHWEST OF THE SECOND CONCRETE POWER POLE
 DJ9280'EAST OF THE INTRACOASTAL WATERWAY (NUMBER 20D4), 81.0 FT (24.7 M)
 DJ9280'SOUTH-SOUTHEAST OF AN NOS TIDAL MARK NO 5 1973, 78.5 FT (23.9 M)
 DJ9280'SOUTHWEST OF AN NOS TIDAL MARK NO 4 1973, 75.1 FT (22.9 M) EAST OF AN
 DJ9280'NOS TIDAL MARK NO 1 1973, 10 4 FT (1.2 M) NORTHEAST OF THE APPROXIMATE
 DJ9280'CENTERLINE OF THE SAND TRAIL ROAD LEADING NORTHWEST TO THE
 DJ9280'INTRACOASTAL WATERWAY AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS
 DJ9280'POST.
 DJ9280'
 DJ9280'NOTE FOR ACCESS CALL MIKE CHEEK AT THE PALM BEACH COUNTY RESOURCES
 DJ9280'PROTECTION DIVISION AT (561)-233-2466.
 DJ9280
 DJ9280                          STATION RECOVERY (2025)
 DJ9280
 DJ9280'RECOVERY NOTE BY FL DEPT OF ENV PRO 2025 (MAH)
 DJ9280'RECOVERED IN GOOD CONDITION.
 DJ9280'
 DJ9280'NOTE-CONTACT: RUSSELL BOOKER AT 561-371-7792 FOR GATE ACCESS.
 DJ9280
 DJ9280                          STATION RECOVERY (2025)
 DJ9280
 DJ9280'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DJ9280'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6288 ***********************************************************************
 AD6288  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6288  DESIGNATION -  872 2512 TIDAL 4
 AD6288  PID         -  AD6288
 AD6288  STATE/COUNTY-  FL/PALM BEACH
 AD6288  COUNTRY     -  US
 AD6288  USGS QUAD   -  JUPITER (2018)
 AD6288
 AD6288                         *CURRENT SURVEY CONTROL
 AD6288  ______________________________________________________________________
 AD6288* NAD 83(1986) POSITION- 26 54 45.8    (N) 080 04 42.2    (W)   HD_HELD2
 AD6288* NAVD 88 ORTHO HEIGHT -     2.305 (meters)        7.56  (feet) ADJUSTED
 AD6288  ______________________________________________________________________
 AD6288  GEOID HEIGHT    -        -27.322 (meters)                     GEOID18
 AD6288  DYNAMIC HEIGHT  -          2.301 (meters)        7.55  (feet) COMP
 AD6288  MODELED GRAVITY -    979,096.1   (mgal)                       NAVD 88
 AD6288
 AD6288  VERT ORDER      -  SECOND    CLASS I
 AD6288
 AD6288.The horizontal coordinates were established by autonomous hand held GPS
 AD6288.observations and have an estimated accuracy of +/- 10 meters.
 AD6288
 AD6288.The orthometric height was determined by differential leveling and
 AD6288.adjusted by the NATIONAL GEODETIC SURVEY
 AD6288.in May 2010.
 AD6288
 AD6288.No vertical observational check was made to the station.
 AD6288
 AD6288.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6288.GEOID18 height accuracy estimate available here.
 AD6288
 AD6288.This Tidal Bench Mark is designated as VM 5574
 AD6288.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6288
 AD6288.Click photographs - Photos may exist for this station.
 AD6288
 AD6288.The dynamic height is computed by dividing the NAVD 88
 AD6288.geopotential number by the normal gravity value computed on the
 AD6288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6288.degrees latitude (g = 980.6199 gals.).
 AD6288
 AD6288.The modeled gravity was interpolated from observed gravity values.
 AD6288
 AD6288;                    North         East    Units  Estimated Accuracy
 AD6288;SPC FL E     -   286,067.      291,542.      MT  (+/- 10 meters HH2 GPS)
 AD6288
 AD6288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9151077101(NAD 83)
 AD6288
 AD6288                          SUPERSEDED SURVEY CONTROL
 AD6288
 AD6288  NAVD 88 (06/15/91)    2.296  (m)            7.53   (f) SUPERSEDED  2 1
 AD6288  NGVD 29 (09/01/92)    2.753  (m)            9.03   (f) ADJUSTED    2 1
 AD6288
 AD6288.Superseded values are not recommended for survey control.
 AD6288
 AD6288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6288.See file dsdata.pdf to determine how the superseded data were derived.
 AD6288
 AD6288_MARKER: DJ = TIDAL STATION DISK
 AD6288_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD6288_STAMPING: NO 4 1973
 AD6288_MARK LOGO: NOS
 AD6288_PROJECTION: PROJECTING 8 CENTIMETERS
 AD6288_MAGNETIC: I = MARKER IS A STEEL ROD
 AD6288_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6288+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2025
 AD6288
 AD6288  HISTORY     - Date     Condition        Report By
 AD6288  HISTORY     - 1973     MONUMENTED       NOS
 AD6288  HISTORY     - 1981     GOOD             FLDNR
 AD6288  HISTORY     - 19940715 MARK NOT FOUND   USPSQD
 AD6288  HISTORY     - 20020221 MARK NOT FOUND   USPSQD
 AD6288  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6288  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AD6288  HISTORY     - 20060401 GOOD             FLDEP
 AD6288  HISTORY     - 20250516 GOOD             GEOCAC
 AD6288
 AD6288                          STATION DESCRIPTION
 AD6288
 AD6288'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6288'2.4 MI SSE FROM JUPITER.
 AD6288'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6288'LOXAHATCHEE RIVER, GO 2.6 MILES SOUTH ON U.S. 1 TO THE JUNCTION OF A
 AD6288'SAND TRAIL ROAD (WHERE AN EAST-WEST POWERLINE CROSSES THE HIGHWAY), GO
 AD6288'0.8 MILE WEST ALONG THE SAND TRAIL ROAD TO A T-JUNCTION, GO 0.15 MILE
 AD6288'NORTH ALONG A SAND TRAIL ROAD PARRALLELING THE INTRACOASTAL WATERWAY
 AD6288'TO DAYBEACON 19 AND THE MARK.  THE MARK BEARS 27 FEET EAST OF ANOTHER
 AD6288'SAND TRAIL ROAD WHICH PARALLELS THE WESTERN SAND TRAIL ROAD, ABOUT 150
 AD6288'FEET EAST OF THE WATERLINE, AND 18.4 FEET SOUTH OF A PINE TREE.  THE
 AD6288'PIPE PROJECTS 3 INCHES ABOVE THE GROUND.
 AD6288
 AD6288                          STATION RECOVERY (1994)
 AD6288
 AD6288'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6288'MARK NOT FOUND.
 AD6288
 AD6288                          STATION RECOVERY (2002)
 AD6288
 AD6288'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6288'MARK NOT FOUND.
 AD6288
 AD6288                          STATION RECOVERY (2003)
 AD6288
 AD6288'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6288'MARK NOT FOUND.
 AD6288
 AD6288                          STATION RECOVERY (2004)
 AD6288
 AD6288'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6288'MARK NOT FOUND.
 AD6288
 AD6288                          STATION RECOVERY (2006)
 AD6288
 AD6288'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6288'THE MARK IS IN THE JUPITER RIDGE NATURAL AREA (ECO SITE NO.  54), IN
 AD6288'SECTION 7, TOWNSHIP 41 SOUTH, RANGE 43 EAST.
 AD6288'
 AD6288'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 AD6288'HIGHWAY) AND STATE ROAD 706 (INDIANTOWN ROAD) IN JUPITER, GO SOUTHEAST
 AD6288'ON U.S. HIGHWAY 1 (FEDERAL HIGHWAY) FOR 1.7 MI (2.7 KM) TO A POWER
 AD6288'LINE CROSSING THE HIGHWAY AND A GATED SAND TRAIL ROAD ON THE RIGHT
 AD6288'PARALLELING THE POWER LINE, TURN RIGHT ON THE SAND TRAIL AND PASSING
 AD6288'THROUGH A LOCKED GATE AND GO WEST FOR O.5 MI TO THE SECOND CONCRETE
 AD6288'POWER POLE EAST OF THE INTRACOASTAL WATERWAY (NUMBER 20D4) AND THE
 AD6288'JUNCTION OF A SAND TRAIL ROAD ON THE RIGHT LEADING NORTHWEST TOWARD
 AD6288'THE INTRACOASTAL WATERWAY, TURN RIGHT ON THE SAND TRAIL ROAD AND GO
 AD6288'NORTHWEST FOR ABOUT 280.0 FT (85.3 M) TO A SAND TRAIL ROAD ON THE
 AD6288'RIGHT LEADING NORTH, TURN RIGHT ON THE SAND TRAIL AND GO NORTH FOR
 AD6288'ABOUT 90.0 FT (27.4 M) TO THE MARK ON THE RIGHT, A NOS SURVEY DISK
 AD6288'CRIMPED ON THE TOP OF A COPPER-CLAD STEEL ROD ENCASED IN A 4-INCH (10
 AD6288'CM) IRON PIPE PROJECTING 0.2 FT (0.1 M) ABOVE THE LEVEL OF THE GROUND.
 AD6288'LOCATED 48.7 FT (14.8 M) EAST OF AN NOS TIDAL MARK NO 5 1973, 78.5 FT
 AD6288'(23.9 M) NORTHEAST OF AN NOS TIDAL MARK NO 3 1973, 29.0 FT (8.8 M)
 AD6288'EAST OF THE APPROXIMATE CENTERLINE OF THE SAND TRAIL ROAD LEADING
 AD6288'NORTH AND 1.0 FT (0.3 M) WEST OF A CARSONITE WITNESS POST.
 AD6288'
 AD6288'NOTE FOR ACCESS CALL MIKE CHEEK AT THE PALM BEACH COUNTY RESOURCES
 AD6288'PROTECTION DIVISION AT (561)-233-2466.
 AD6288
 AD6288                          STATION RECOVERY (2025)
 AD6288
 AD6288'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD6288'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6289 ***********************************************************************
 AD6289  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6289  DESIGNATION -  872 2512 TIDAL 5
 AD6289  PID         -  AD6289
 AD6289  STATE/COUNTY-  FL/PALM BEACH
 AD6289  COUNTRY     -  US
 AD6289  USGS QUAD   -  JUPITER (2018)
 AD6289
 AD6289                         *CURRENT SURVEY CONTROL
 AD6289  ______________________________________________________________________
 AD6289* NAD 83(1986) POSITION- 26 54 46.1    (N) 080 04 42.6    (W)   HD_HELD2
 AD6289* NAVD 88 ORTHO HEIGHT -     2.046 (meters)        6.71  (feet) ADJUSTED
 AD6289  ______________________________________________________________________
 AD6289  GEOID HEIGHT    -        -27.322 (meters)                     GEOID18
 AD6289  DYNAMIC HEIGHT  -          2.043 (meters)        6.70  (feet) COMP
 AD6289  MODELED GRAVITY -    979,096.1   (mgal)                       NAVD 88
 AD6289
 AD6289  VERT ORDER      -  SECOND    CLASS I
 AD6289
 AD6289.The horizontal coordinates were established by autonomous hand held GPS
 AD6289.observations and have an estimated accuracy of +/- 10 meters.
 AD6289
 AD6289.The orthometric height was determined by differential leveling and
 AD6289.adjusted by the NATIONAL GEODETIC SURVEY
 AD6289.in May 2010.
 AD6289
 AD6289.No vertical observational check was made to the station.
 AD6289
 AD6289.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6289.GEOID18 height accuracy estimate available here.
 AD6289
 AD6289.This Tidal Bench Mark is designated as VM 5575
 AD6289.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6289
 AD6289.Click photographs - Photos may exist for this station.
 AD6289
 AD6289.The dynamic height is computed by dividing the NAVD 88
 AD6289.geopotential number by the normal gravity value computed on the
 AD6289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6289.degrees latitude (g = 980.6199 gals.).
 AD6289
 AD6289.The modeled gravity was interpolated from observed gravity values.
 AD6289
 AD6289;                    North         East    Units  Estimated Accuracy
 AD6289;SPC FL E     -   286,076.      291,531.      MT  (+/- 10 meters HH2 GPS)
 AD6289
 AD6289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9149977110(NAD 83)
 AD6289
 AD6289                          SUPERSEDED SURVEY CONTROL
 AD6289
 AD6289  NAVD 88 (06/15/91)    2.033  (m)            6.67   (f) SUPERSEDED  2 1
 AD6289  NGVD 29 (09/01/92)    2.490  (m)            8.17   (f) ADJUSTED    2 1
 AD6289
 AD6289.Superseded values are not recommended for survey control.
 AD6289
 AD6289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6289.See file dsdata.pdf to determine how the superseded data were derived.
 AD6289
 AD6289_MARKER: DJ = TIDAL STATION DISK
 AD6289_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD6289_STAMPING: NO 5 1973
 AD6289_MARK LOGO: NOS
 AD6289_PROJECTION: RECESSED 8 CENTIMETERS
 AD6289_MAGNETIC: I = MARKER IS A STEEL ROD
 AD6289_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6289+SATELLITE: SATELLITE OBSERVATIONS - May 16, 2025
 AD6289
 AD6289  HISTORY     - Date     Condition        Report By
 AD6289  HISTORY     - 1973     MONUMENTED       NOS
 AD6289  HISTORY     - 1981     GOOD             FLDNR
 AD6289  HISTORY     - 19940715 MARK NOT FOUND   USPSQD
 AD6289  HISTORY     - 20020221 MARK NOT FOUND   USPSQD
 AD6289  HISTORY     - 20030224 MARK NOT FOUND   USPSQD
 AD6289  HISTORY     - 20040228 MARK NOT FOUND   USPSQD
 AD6289  HISTORY     - 20060401 GOOD             FLDEP
 AD6289  HISTORY     - 20250516 GOOD             GEOCAC
 AD6289
 AD6289                          STATION DESCRIPTION
 AD6289
 AD6289'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6289'2.4 MI SSE FROM JUPITER.
 AD6289'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 1 BRIDGE OVER THE
 AD6289'LOXAHATCHEE RIVER, GO 2.6 MILES SOUTH ON U.S. 1 TO THE JUNCTION OF A
 AD6289'SAND TRAIL ROAD (WHERE AN EAST-WEST POWERLINE CROSSES THE HIGHWAY), GO
 AD6289'0.8 MILE WEST ALONG THE SAND TRAIL ROAD TO A T-JUNCTION, GO 0.15 MILE
 AD6289'NORTH ALONG A SAND TRAIL ROAD PARRALLELING THE INTRACOASTAL WATERWAY
 AD6289'TO DAYBEACON 19 AND THE MARK.  THE MARK BEARS ABOUT 75 FEET EAST OF
 AD6289'THE SAND TRAIL ROAD, 19 FEET WEST OF ANOTHER SAND TRAIL ROAD, AND 19
 AD6289'FEET SOUTHEAST OF PINE TREE.
 AD6289
 AD6289                          STATION RECOVERY (1994)
 AD6289
 AD6289'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD6289'MARK NOT FOUND.
 AD6289
 AD6289                          STATION RECOVERY (2002)
 AD6289
 AD6289'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6289'MARK NOT FOUND.
 AD6289
 AD6289                          STATION RECOVERY (2003)
 AD6289
 AD6289'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6289'MARK NOT FOUND.
 AD6289
 AD6289                          STATION RECOVERY (2004)
 AD6289
 AD6289'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6289'MARK NOT FOUND.
 AD6289
 AD6289                          STATION RECOVERY (2006)
 AD6289
 AD6289'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6289'THE MARK IS IN THE JUPITER RIDGE NATURAL AREA (ECO SITE NO.  54) IN
 AD6289'SECTION 7, TOWNSHIP 41 SOUTH, RANGE 43 EAST.
 AD6289'
 AD6289'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 AD6289'HIGHWAY) AND STATE ROAD 706 (INDIANTOWN ROAD) IN JUPITER, GO SOUTHEAST
 AD6289'ON U.S. HIGHWAY 1 (FEDERAL HIGHWAY) FOR 1.7 MI (2.7 KM) TO A POWER
 AD6289'LINE CROSSING THE HIGHWAY AND A GATED SAND TRAIL ROAD ON THE RIGHT
 AD6289'PARALLELING THE POWER LINE, TURN RIGHT ON THE SAND TRAIL PASSING
 AD6289'THROUGH A LOCKED GATE AND GO WEST FOR O.5 MI TO THE SECOND CONCRETE
 AD6289'POWER POLE EAST OF THE INTRACOASTAL WATERWAY (NUMBER 20D4) AND THE
 AD6289'JUNCTION OF A SAND TRAIL ROAD ON THE RIGHT LEADING NORTHWEST TOWARD
 AD6289'THE INTRACOASTAL WATERWAY, TURN RIGHT ON THE SAND TRAIL ROAD AND GO
 AD6289'NORTHWEST FOR ABOUT 280.0 FT (85.3 M) TO A SAND TRAIL ROAD ON THE
 AD6289'RIGHT LEADING NORTH, TURN RIGHT ON THE SAND TRAIL ROAD AND GO NORTH
 AD6289'FOR ABOUT 114.0 FT (34.7 M) TO A SMALL DUNE ON THE LEFT AND THE MARK,
 AD6289'A NOS SURVEY DISK CRIMPED ON THE TOP OF A COPPER-CLAD STEEL ROD
 AD6289'ENCASED IN A 4-INCH (10 CM) IRON PIPE PROJECTING 0.2 FT (0.1 M) ABOVE
 AD6289'THE LEVEL OF THE GROUND.
 AD6289'
 AD6289'LOCATED 81.0 FT (24.7 M) NORTH-NORTHWEST OF AN NOS TIDAL MARK NO 3
 AD6289'1973, 48.7 FT (14.8 M) WEST OF AN NOS TIDAL MARK NO 4 1973, 18.0 FT
 AD6289'(5.5 M) WEST OF THE APPROXIMATE CENTERLINE OF THE SAND TRAIL ROAD
 AD6289'LEADING NORTH AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 AD6289'
 AD6289'NOTE FOR ACCESS CALL MIKE CHEEK AT THE PALM BEACH COUNTY RESOURCES
 AD6289'PROTECTION DIVISION AT (561)-233-2466.
 AD6289
 AD6289                          STATION RECOVERY (2025)
 AD6289
 AD6289'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD6289'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ2359 ***********************************************************************
 DJ2359  DESIGNATION -  872 2528 A TIDAL
 DJ2359  PID         -  DJ2359
 DJ2359  STATE/COUNTY-  FL/PALM BEACH
 DJ2359  COUNTRY     -  US
 DJ2359  USGS QUAD   -  JUPITER (2018)
 DJ2359
 DJ2359                         *CURRENT SURVEY CONTROL
 DJ2359  ______________________________________________________________________
 DJ2359* NAD 83(1986) POSITION- 26 52 55.6    (N) 080 04 07.5    (W)   HD_HELD2
 DJ2359* NAVD 88 ORTHO HEIGHT -     1.530 (meters)        5.02  (feet) ADJUSTED
 DJ2359  ______________________________________________________________________
 DJ2359  GEOID HEIGHT    -        -27.215 (meters)                     GEOID18
 DJ2359  DYNAMIC HEIGHT  -          1.528 (meters)        5.01  (feet) COMP
 DJ2359  MODELED GRAVITY -    979,100.3   (mgal)                       NAVD 88
 DJ2359
 DJ2359  VERT ORDER      -  SECOND    CLASS I
 DJ2359
 DJ2359.The horizontal coordinates were established by autonomous hand held GPS
 DJ2359.observations and have an estimated accuracy of +/- 10 meters.
 DJ2359
 DJ2359.The orthometric height was determined by differential leveling and
 DJ2359.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2359.in May 2010.
 DJ2359
 DJ2359.No vertical observational check was made to the station.
 DJ2359
 DJ2359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2359.GEOID18 height accuracy estimate available here.
 DJ2359
 DJ2359.Click photographs - Photos may exist for this station.
 DJ2359
 DJ2359.The dynamic height is computed by dividing the NAVD 88
 DJ2359.geopotential number by the normal gravity value computed on the
 DJ2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2359.degrees latitude (g = 980.6199 gals.).
 DJ2359
 DJ2359.The modeled gravity was interpolated from observed gravity values.
 DJ2359
 DJ2359;                    North         East    Units  Estimated Accuracy
 DJ2359;SPC FL E     -   282,682.      292,524.      MT  (+/- 10 meters HH2 GPS)
 DJ2359
 DJ2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9249273717(NAD 83)
 DJ2359
 DJ2359                          SUPERSEDED SURVEY CONTROL
 DJ2359
 DJ2359.No superseded survey control is available for this station.
 DJ2359
 DJ2359_MARKER: DD = SURVEY DISK
 DJ2359_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DJ2359_SP_SET: BRIDGE PIER FOOTING
 DJ2359_STAMPING: 2528 A 2006
 DJ2359_MARK LOGO: FLDEP
 DJ2359_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2359+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2024
 DJ2359
 DJ2359  HISTORY     - Date     Condition        Report By
 DJ2359  HISTORY     - 20060801 MONUMENTED       FLDEP
 DJ2359  HISTORY     - 20241112 GOOD             GEOCAC
 DJ2359
 DJ2359                          STATION DESCRIPTION
 DJ2359
 DJ2359'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ2359'THE MARK IS WEST OF JUNO BEACH, ON THE EAST BANK OF THE LAKE WORTH
 DJ2359'CREEK INTRACOASTAL WATERWAY, BENEATH THE WESTBOUND LANES OF THE DONALD
 DJ2359'ROSS ROAD BASCULE BRIDGE, IN SECTION 20, TOWNSHIP 41 SOUTH, RANGE 43
 DJ2359'EAST.
 DJ2359'
 DJ2359'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND DONALD
 DJ2359'ROSS ROAD IN JUNO BEACH, GO WEST ON DONALD ROSS ROAD FOR 0.45 MI (0.7
 DJ2359'KM) TO THE JUNCTION OF ELLISON WILSON ROAD ON THE LEFT, CONTINUE WEST
 DJ2359'ON DONALD ROSS ROAD FOR ABOUT 100.0 FT (30.5 M) TO THE JUNCTION OF A
 DJ2359'GRAVEL SERVICE ROAD ON THE RIGHT, THAT LEADS WESTERLY ALONG THE NORTH
 DJ2359'EDGE OF THE DONALD ROSS ROAD BASCULE BRIDGE, TURN RIGHT ON THE GRAVEL
 DJ2359'SERVICE ROAD, PASSING THROUGH A LOCKED GATE, FOR 0.25 MI (0.4 KM) TO
 DJ2359'THE EAST BANK OF THE INTRACOASTAL WATERWAY AND THE MARK ON THE LEFT, A
 DJ2359'FLDEP SURVEY DISK SET FLUSH IN THE TOP OF THE NORTHEAST CORNER OF THE
 DJ2359'FIRST PILING CAP EAST OF THE WATERS EDGE AND 1.0 FT (0.3 M) ABOVE THE
 DJ2359'LEVEL OF THE GRAVEL SERVICE ROAD.
 DJ2359'
 DJ2359'LOCATED 270.0 FT (82.3 M) WEST OF A FLDEP SURVEY MARK 2528 B 2006,
 DJ2359'25.0 FT (7.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE SERVICE
 DJ2359'ROAD ENDING AT THE WATERS EDGE, 22.0 FT (6.7 M) EAST OF THE WEST EDGE
 DJ2359'OF THE PILING CAP, 10.0 FT (3.0 M) NORTHEAST OF THE NORTHEAST CORNER
 DJ2359'OF THE PILING, 2.0 FT (0.6 M) WEST OF THE EAST EDGE OF THE PILING CAP
 DJ2359'AND 2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST AGAINST THE NORTH
 DJ2359'EDGE OF THE PILING CAP.
 DJ2359'
 DJ2359'NOTE FOR ACCESS CONTACT THE PALM BEACH COUNTY BRIDGE DEPARTMENT
 DJ2359'561-233-3976.
 DJ2359
 DJ2359                          STATION RECOVERY (2024)
 DJ2359
 DJ2359'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DJ2359'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ2360 ***********************************************************************
 DJ2360  DESIGNATION -  872 2528 B TIDAL
 DJ2360  PID         -  DJ2360
 DJ2360  STATE/COUNTY-  FL/PALM BEACH
 DJ2360  COUNTRY     -  US
 DJ2360  USGS QUAD   -  JUPITER (2018)
 DJ2360
 DJ2360                         *CURRENT SURVEY CONTROL
 DJ2360  ______________________________________________________________________
 DJ2360* NAD 83(1986) POSITION- 26 52 55.7    (N) 080 04 04.5    (W)   HD_HELD2
 DJ2360* NAVD 88 ORTHO HEIGHT -     1.522 (meters)        4.99  (feet) ADJUSTED
 DJ2360  ______________________________________________________________________
 DJ2360  GEOID HEIGHT    -        -27.219 (meters)                     GEOID18
 DJ2360  DYNAMIC HEIGHT  -          1.520 (meters)        4.99  (feet) COMP
 DJ2360  MODELED GRAVITY -    979,100.4   (mgal)                       NAVD 88
 DJ2360
 DJ2360  VERT ORDER      -  SECOND    CLASS I
 DJ2360
 DJ2360.The horizontal coordinates were established by autonomous hand held GPS
 DJ2360.observations and have an estimated accuracy of +/- 10 meters.
 DJ2360
 DJ2360.The orthometric height was determined by differential leveling and
 DJ2360.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2360.in May 2010.
 DJ2360
 DJ2360.No vertical observational check was made to the station.
 DJ2360
 DJ2360.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2360.GEOID18 height accuracy estimate available here.
 DJ2360
 DJ2360.Click photographs - Photos may exist for this station.
 DJ2360
 DJ2360.The dynamic height is computed by dividing the NAVD 88
 DJ2360.geopotential number by the normal gravity value computed on the
 DJ2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2360.degrees latitude (g = 980.6199 gals.).
 DJ2360
 DJ2360.The modeled gravity was interpolated from observed gravity values.
 DJ2360
 DJ2360;                    North         East    Units  Estimated Accuracy
 DJ2360;SPC FL E     -   282,686.      292,607.      MT  (+/- 10 meters HH2 GPS)
 DJ2360
 DJ2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9257573721(NAD 83)
 DJ2360
 DJ2360                          SUPERSEDED SURVEY CONTROL
 DJ2360
 DJ2360.No superseded survey control is available for this station.
 DJ2360
 DJ2360_MARKER: DD = SURVEY DISK
 DJ2360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ2360_SP_SET: BRIDGE PIER FOOTING
 DJ2360_STAMPING: 2528 B 2006
 DJ2360_MARK LOGO: FLDEP
 DJ2360_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2360+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2024
 DJ2360
 DJ2360  HISTORY     - Date     Condition        Report By
 DJ2360  HISTORY     - 20060801 MONUMENTED       FLDEP
 DJ2360  HISTORY     - 20180305 GOOD             MOREKL
 DJ2360  HISTORY     - 20241112 GOOD             GEOCAC
 DJ2360
 DJ2360                          STATION DESCRIPTION
 DJ2360
 DJ2360'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ2360'THE MARK IS WEST OF JUNO BEACH, NEAR THE EAST BANK OF THE LAKE WORTH
 DJ2360'CREEK INTRACOASTAL WATERWAY, BENEATH THE WESTBOUND LANES OF THE DONALD
 DJ2360'ROSS ROAD BASCULE BRIDGE, IN SECTION 20, TOWNSHIP 41 SOUTH, RANGE 43
 DJ2360'EAST.
 DJ2360'
 DJ2360'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND DONALD
 DJ2360'ROSS ROAD IN JUNO BEACH, GO WEST ON DONALD ROSS ROAD FOR 0.45 MI (0.7
 DJ2360'KM) TO THE JUNCTION OF ELLISON WILSON ROAD ON THE LEFT, CONTINUE WEST
 DJ2360'ON DONALD ROSS ROAD FOR ABOUT 100.0 FT (30.5 M) TO THE JUNCTION OF A
 DJ2360'GRAVEL SERVICE ROAD ON THE RIGHT, THAT LEADS WESTERLY ALONG THE NORTH
 DJ2360'EDGE OF THE DONALD ROSS ROAD BASCULE BRIDGE, TURN RIGHT ON THE GRAVEL
 DJ2360'SERVICE ROAD, PASSING THROUGH A LOCKED GATE, FOR 0.2 MI (0.3 KM) TO
 DJ2360'THE THIRD PILING CAP EAST OF THE INTRACOASTAL WATERWAY BENEATH THE
 DJ2360'WESTBOUND LANES AND THE MARK ON THE LEFT, A FLDEP SURVEY DISK SET
 DJ2360'FLUSH IN THE TOP OF THE NORTHEAST CORNER OF THE PILING CAP AND LEVEL
 DJ2360'WITH THE GRAVEL SERVICE ROAD.
 DJ2360'
 DJ2360'LOCATED 270.0 FT (82.3 M) EAST OF A FLDEP SURVEY MARK 2528 A 2006,
 DJ2360'23.0 FT (7.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE SERVICE
 DJ2360'ROAD ENDING AT THE WATERS EDGE, 22.0 FT (6.7 M) EAST OF THE WEST EDGE
 DJ2360'OF THE PILING CAP, 10.0 FT (3.0 M) NORTHEAST OF THE NORTHEAST CORNER
 DJ2360'OF THE PILING, 2.0 FT (0.6 M) WEST OF THE EAST EDGE OF THE PILING CAP
 DJ2360'AND 2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST AGAINST THE NORTH
 DJ2360'EDGE OF THE PILING CAP.
 DJ2360'
 DJ2360'NOTE FOR ACCESS CONTACT THE PALM BEACH COUNTY BRIDGE DEPARTMENT
 DJ2360'561-233-3976.
 DJ2360
 DJ2360                          STATION RECOVERY (2018)
 DJ2360
 DJ2360'RECOVERY NOTE BY MORGAN AND EKLUND INC 2018 (CAG)
 DJ2360'RECOVERED IN GOOD CONDITION.
 DJ2360
 DJ2360                          STATION RECOVERY (2024)
 DJ2360
 DJ2360'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DJ2360'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ2356 ***********************************************************************
 DJ2356  DESIGNATION -  872 2528 C TIDAL
 DJ2356  PID         -  DJ2356
 DJ2356  STATE/COUNTY-  FL/PALM BEACH
 DJ2356  COUNTRY     -  US
 DJ2356  USGS QUAD   -  JUPITER (2018)
 DJ2356
 DJ2356                         *CURRENT SURVEY CONTROL
 DJ2356  ______________________________________________________________________
 DJ2356* NAD 83(1986) POSITION- 26 52 55.9    (N) 080 04 01.0    (W)   HD_HELD2
 DJ2356* NAVD 88 ORTHO HEIGHT -     0.838 (meters)        2.75  (feet) ADJUSTED
 DJ2356  ______________________________________________________________________
 DJ2356  GEOID HEIGHT    -        -27.223 (meters)                     GEOID18
 DJ2356  DYNAMIC HEIGHT  -          0.837 (meters)        2.75  (feet) COMP
 DJ2356  MODELED GRAVITY -    979,100.3   (mgal)                       NAVD 88
 DJ2356
 DJ2356  VERT ORDER      -  SECOND    CLASS I
 DJ2356
 DJ2356.The horizontal coordinates were established by autonomous hand held GPS
 DJ2356.observations and have an estimated accuracy of +/- 10 meters.
 DJ2356
 DJ2356.The orthometric height was determined by differential leveling and
 DJ2356.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2356.in May 2010.
 DJ2356
 DJ2356.No vertical observational check was made to the station.
 DJ2356
 DJ2356.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2356.GEOID18 height accuracy estimate available here.
 DJ2356
 DJ2356.Click photographs - Photos may exist for this station.
 DJ2356
 DJ2356.The dynamic height is computed by dividing the NAVD 88
 DJ2356.geopotential number by the normal gravity value computed on the
 DJ2356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2356.degrees latitude (g = 980.6199 gals.).
 DJ2356
 DJ2356.The modeled gravity was interpolated from observed gravity values.
 DJ2356
 DJ2356;                    North         East    Units  Estimated Accuracy
 DJ2356;SPC FL E     -   282,693.      292,704.      MT  (+/- 10 meters HH2 GPS)
 DJ2356
 DJ2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9267173728(NAD 83)
 DJ2356
 DJ2356                          SUPERSEDED SURVEY CONTROL
 DJ2356
 DJ2356.No superseded survey control is available for this station.
 DJ2356
 DJ2356_MARKER: F = FLANGE-ENCASED ROD
 DJ2356_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ2356_STAMPING: 2528 C 2006
 DJ2356_MARK LOGO: NGS
 DJ2356_PROJECTION: FLUSH
 DJ2356_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ2356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2356+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2024
 DJ2356_ROD/PIPE-DEPTH: 15.8 meters
 DJ2356
 DJ2356  HISTORY     - Date     Condition        Report By
 DJ2356  HISTORY     - 20060801 MONUMENTED       FLDEP
 DJ2356  HISTORY     - 20180305 GOOD             MOREKL
 DJ2356  HISTORY     - 20241112 GOOD             GEOCAC
 DJ2356
 DJ2356                          STATION DESCRIPTION
 DJ2356
 DJ2356'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ2356'THE MARK IS WEST OF JUNO BEACH, NEAR THE EAST BANK OF THE LAKE WORTH
 DJ2356'CREEK INTRACOASTAL WATERWAY, NORTH OF THE WESTBOUND LANES OF THE
 DJ2356'DONALD ROSS ROAD BASCULE BRIDGE, IN SECTION 20, TOWNSHIP 41 SOUTH,
 DJ2356'RANGE 43 EAST.
 DJ2356'
 DJ2356'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND DONALD
 DJ2356'ROSS ROAD IN JUNO BEACH, GO WEST ON DONALD ROSS ROAD FOR 0.45 MI (0.7
 DJ2356'KM) TO THE JUNCTION OF ELLISON WILSON ROAD ON THE LEFT, CONTINUE WEST
 DJ2356'ON DONALD ROSS ROAD FOR ABOUT 100.0 FT (30.5 M) TO THE JUNCTION OF A
 DJ2356'GRAVEL SERVICE ROAD ON THE RIGHT, THAT LEADS WESTERLY ALONG THE NORTH
 DJ2356'EDGE OF THE DONALD ROSS ROAD BASCULE BRIDGE, TURN RIGHT ON THE GRAVEL
 DJ2356'SERVICE ROAD, PASSING THROUGH A LOCKED GATE, FOR 0.1 MI (0.2 KM) TO A
 DJ2356'GATED TRAIL ROAD ON THE RIGHT LEADING NORTH INTO A PALM BEACH COUNTY
 DJ2356'NATURAL AREA AND THE MARK, A STAINLESS STEEL ROD DRIVEN TO THE DEPTH
 DJ2356'OF 52.0 FT (15.8 M) WITH AN NGS LOGO CAP FLUSH WITH THE GROUND AND
 DJ2356'ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE GRAVEL SERVICE ROAD, THE
 DJ2356'DATUM POINT IS RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE NGS LOGO
 DJ2356'CAP.
 DJ2356'
 DJ2356'LOCATED 350.0 FT (106.7 M) WEST OF A FLDEP SURVEY MARK 2528 D 2006,
 DJ2356'290.0 FT (88.4 M) EAST-NORTHEAST OF A FLDEP SURVEY MARK 2528 B 2006,
 DJ2356'32.8 FT (10.0 M) NORTHEAST OF THE SEVENTH STREET LIGHT WEST OF THE
 DJ2356'EAST END OF THE NORTH BRIDGE GUARDRAIL, 16.0 FT (4.9 M) NORTH OF THE
 DJ2356'APPROXIMATE CENTERLINE OF THE GRAVEL SERVICE ROAD, 11.1 FT (3.4 M)
 DJ2356'EAST OF THE STEEL SWING POST OF THE GATE ON THE TRAIL ROAD LEADING
 DJ2356'NORTH INTO THE PALM BEACH COUNTY NATURAL AREA AND 1.0 FT (0.3 M) SOUTH
 DJ2356'OF A CARSONITE WITNESS POST.
 DJ2356'
 DJ2356'NOTE FOR ACCESS CONTACT THE PALM BEACH COUNTY BRIDGE DEPARTMENT
 DJ2356'561-233-3976.
 DJ2356'
 DJ2356'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DJ2356'LOGO CAP.
 DJ2356
 DJ2356                          STATION RECOVERY (2018)
 DJ2356
 DJ2356'RECOVERY NOTE BY MORGAN AND EKLUND INC 2018 (CAG)
 DJ2356'RECOVERED IN GOOD CONDITION.
 DJ2356
 DJ2356                          STATION RECOVERY (2024)
 DJ2356
 DJ2356'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DJ2356'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ2357 ***********************************************************************
 DJ2357  DESIGNATION -  872 2528 D TIDAL
 DJ2357  PID         -  DJ2357
 DJ2357  STATE/COUNTY-  FL/PALM BEACH
 DJ2357  COUNTRY     -  US
 DJ2357  USGS QUAD   -  JUPITER (2018)
 DJ2357
 DJ2357                         *CURRENT SURVEY CONTROL
 DJ2357  ______________________________________________________________________
 DJ2357* NAD 83(1986) POSITION- 26 52 55.8    (N) 080 03 57.5    (W)   HD_HELD2
 DJ2357* NAVD 88 ORTHO HEIGHT -     0.912 (meters)        2.99  (feet) ADJUSTED
 DJ2357  ______________________________________________________________________
 DJ2357  GEOID HEIGHT    -        -27.228 (meters)                     GEOID18
 DJ2357  DYNAMIC HEIGHT  -          0.910 (meters)        2.99  (feet) COMP
 DJ2357  MODELED GRAVITY -    979,100.3   (mgal)                       NAVD 88
 DJ2357
 DJ2357  VERT ORDER      -  SECOND    CLASS I
 DJ2357
 DJ2357.The horizontal coordinates were established by autonomous hand held GPS
 DJ2357.observations and have an estimated accuracy of +/- 10 meters.
 DJ2357
 DJ2357.The orthometric height was determined by differential leveling and
 DJ2357.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2357.in May 2010.
 DJ2357
 DJ2357.No vertical observational check was made to the station.
 DJ2357
 DJ2357.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2357.GEOID18 height accuracy estimate available here.
 DJ2357
 DJ2357.Click photographs - Photos may exist for this station.
 DJ2357
 DJ2357.The dynamic height is computed by dividing the NAVD 88
 DJ2357.geopotential number by the normal gravity value computed on the
 DJ2357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2357.degrees latitude (g = 980.6199 gals.).
 DJ2357
 DJ2357.The modeled gravity was interpolated from observed gravity values.
 DJ2357
 DJ2357;                    North         East    Units  Estimated Accuracy
 DJ2357;SPC FL E     -   282,691.      292,800.      MT  (+/- 10 meters HH2 GPS)
 DJ2357
 DJ2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9276873726(NAD 83)
 DJ2357
 DJ2357                          SUPERSEDED SURVEY CONTROL
 DJ2357
 DJ2357.No superseded survey control is available for this station.
 DJ2357
 DJ2357_MARKER: DD = SURVEY DISK
 DJ2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2357_STAMPING: 2528 D 2006
 DJ2357_MARK LOGO: FLDEP
 DJ2357_PROJECTION: RECESSED 5 CENTIMETERS
 DJ2357_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2357+STABILITY: SURFACE MOTION
 DJ2357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2357+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2024
 DJ2357
 DJ2357  HISTORY     - Date     Condition        Report By
 DJ2357  HISTORY     - 20060801 MONUMENTED       FLDEP
 DJ2357  HISTORY     - 20180306 GOOD             MOREKL
 DJ2357  HISTORY     - 20241112 GOOD             GEOCAC
 DJ2357
 DJ2357                          STATION DESCRIPTION
 DJ2357
 DJ2357'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ2357'THE MARK IS WEST OF JUNO BEACH, EAST OF THE LAKE WORTH CREEK
 DJ2357'INTRACOASTAL WATERWAY, NORTH OF THE WESTBOUND LANES OF THE DONALD ROSS
 DJ2357'ROAD BASCULE BRIDGE, IN SECTION 20, TOWNSHIP 41 SOUTH, RANGE 43 EAST.
 DJ2357'
 DJ2357'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND DONALD
 DJ2357'ROSS ROAD IN JUNO BEACH, GO WEST ON DONALD ROSS ROAD FOR 0.45 MI (0.7
 DJ2357'KM) TO THE JUNCTION OF ELLISON WILSON ROAD ON THE LEFT, CONTINUE WEST
 DJ2357'ON DONALD ROSS ROAD FOR ABOUT 100.0 FT (30.5 M) TO THE JUNCTION OF A
 DJ2357'GRAVEL SERVICE ROAD ON THE RIGHT, THAT LEADS WESTERLY ALONG THE NORTH
 DJ2357'EDGE OF THE DONALD ROSS ROAD BASCULE BRIDGE, TURN RIGHT ON THE GRAVEL
 DJ2357'SERVICE ROAD, PASSING THROUGH A LOCKED GATE, FOR 0.1 MI (0.2 KM) TO
 DJ2357'THE THIRD STREET LIGHT WEST OF THE EAST END OF THE NORTH GUARDRAIL ON
 DJ2357'THE LEFT AND THE MARK ON THE RIGHT, A FLDEP SURVEY DISK SET FLUSH IN
 DJ2357'THE TOP OF A CONCRETE MONUMENT RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL
 DJ2357'OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF THE GRAVEL SERVICE
 DJ2357'ROAD.
 DJ2357'
 DJ2357'LOCATED 251.4 FT (76.6 M) WEST OF A FLDEP SURVEY MARK 2528 E 2006,
 DJ2357'28.2 FT (8.6 M) NORTHWEST OF THE THIRD STREET LIGHT WEST OF THE EAST
 DJ2357'END OF THE NORTH GUARDRAIL, 17.0 FT (5.2 M) NORTH OF THE APPROXIMATE
 DJ2357'CENTERLINE OF THE GRAVEL SERVICE ROAD, 14.6 FT (4.5 M) SOUTHWEST OF AN
 DJ2357'8-INCH (20 CM) PINE TREE, 12.8 FT (3.9 M) SOUTHEAST OF A 14-INCH (36
 DJ2357'CM) PINE TREE AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST.
 DJ2357'
 DJ2357'NOTE FOR ACCESS CONTACT THE PALM BEACH COUNTY BRIDGE DEPARTMENT
 DJ2357'561-233-3976.
 DJ2357
 DJ2357                          STATION RECOVERY (2018)
 DJ2357
 DJ2357'RECOVERY NOTE BY MORGAN AND EKLUND INC 2018 (CAG)
 DJ2357'RECOVERED IN GOOD CONDITION.
 DJ2357
 DJ2357                          STATION RECOVERY (2024)
 DJ2357
 DJ2357'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DJ2357'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ2358 ***********************************************************************
 DJ2358  DESIGNATION -  872 2528 E TIDAL
 DJ2358  PID         -  DJ2358
 DJ2358  STATE/COUNTY-  FL/PALM BEACH
 DJ2358  COUNTRY     -  US
 DJ2358  USGS QUAD   -  JUPITER (2018)
 DJ2358
 DJ2358                         *CURRENT SURVEY CONTROL
 DJ2358  ______________________________________________________________________
 DJ2358* NAD 83(1986) POSITION- 26 52 55.5    (N) 080 03 54.7    (W)   HD_HELD2
 DJ2358* NAVD 88 ORTHO HEIGHT -     1.321 (meters)        4.33  (feet) ADJUSTED
 DJ2358  ______________________________________________________________________
 DJ2358  GEOID HEIGHT    -        -27.231 (meters)                     GEOID18
 DJ2358  DYNAMIC HEIGHT  -          1.319 (meters)        4.33  (feet) COMP
 DJ2358  MODELED GRAVITY -    979,100.3   (mgal)                       NAVD 88
 DJ2358
 DJ2358  VERT ORDER      -  SECOND    CLASS I
 DJ2358
 DJ2358.The horizontal coordinates were established by autonomous hand held GPS
 DJ2358.observations and have an estimated accuracy of +/- 10 meters.
 DJ2358
 DJ2358.The orthometric height was determined by differential leveling and
 DJ2358.adjusted by the NATIONAL GEODETIC SURVEY
 DJ2358.in May 2010.
 DJ2358
 DJ2358.No vertical observational check was made to the station.
 DJ2358
 DJ2358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ2358.GEOID18 height accuracy estimate available here.
 DJ2358
 DJ2358.Click photographs - Photos may exist for this station.
 DJ2358
 DJ2358.The dynamic height is computed by dividing the NAVD 88
 DJ2358.geopotential number by the normal gravity value computed on the
 DJ2358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2358.degrees latitude (g = 980.6199 gals.).
 DJ2358
 DJ2358.The modeled gravity was interpolated from observed gravity values.
 DJ2358
 DJ2358;                    North         East    Units  Estimated Accuracy
 DJ2358;SPC FL E     -   282,682.      292,878.      MT  (+/- 10 meters HH2 GPS)
 DJ2358
 DJ2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9284573717(NAD 83)
 DJ2358
 DJ2358                          SUPERSEDED SURVEY CONTROL
 DJ2358
 DJ2358.No superseded survey control is available for this station.
 DJ2358
 DJ2358_MARKER: DD = SURVEY DISK
 DJ2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2358_STAMPING: 2528 E 2006
 DJ2358_MARK LOGO: FLDEP
 DJ2358_PROJECTION: FLUSH
 DJ2358_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2358+STABILITY: SURFACE MOTION
 DJ2358_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ2358+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2024
 DJ2358
 DJ2358  HISTORY     - Date     Condition        Report By
 DJ2358  HISTORY     - 20060801 MONUMENTED       FLDEP
 DJ2358  HISTORY     - 20180306 GOOD             MOREKL
 DJ2358  HISTORY     - 20241112 GOOD             GEOCAC
 DJ2358
 DJ2358                          STATION DESCRIPTION
 DJ2358
 DJ2358'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ2358'THE MARK IS WEST OF JUNO BEACH, EAST OF THE LAKE WORTH CREEK
 DJ2358'INTRACOASTAL WATERWAY, NORTH OF THE WESTBOUND LANES OF THE DONALD ROSS
 DJ2358'ROAD BASCULE BRIDGE, IN SECTION 20, TOWNSHIP 41 SOUTH, RANGE 43 EAST.
 DJ2358'
 DJ2358'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND DONALD
 DJ2358'ROSS ROAD IN JUNO BEACH, GO WEST ON DONALD ROSS ROAD FOR 0.45 MI (0.7
 DJ2358'KM) TO THE JUNCTION OF ELLISON WILSON ROAD ON THE LEFT, CONTINUE WEST
 DJ2358'ON DONALD ROSS ROAD FOR ABOUT 100.0 FT (30.5 M) TO THE JUNCTION OF A
 DJ2358'GRAVEL SERVICE ROAD ON THE RIGHT, THAT LEADS WESTERLY ALONG THE NORTH
 DJ2358'EDGE OF THE DONALD ROSS ROAD BASCULE BRIDGE, TURN RIGHT ON THE GRAVEL
 DJ2358'SERVICE ROAD AND GO ABOUT 150.0 FT (45.7 M) TO A LOCKED GATE AND THE
 DJ2358'MARK ON THE RIGHT, A FLDEP SURVEY DISK SET IN THE TOP OF A CONCRETE
 DJ2358'MONUMENT FLUSH WITH THE GROUND.
 DJ2358'
 DJ2358'LOCATED 255.0 FT (77.7 M) WEST OF THE EXTENDED CENTERLINE OF ELLISON
 DJ2358'WILSON ROAD, 251.4 FT (76.6 M) EAST OF A FLDEP SURVEY MARK 2528 D
 DJ2358'2006, 41.0 FT (12.5 M) WEST OF THE APPROXIMATE CENTERLINE OF A GATED
 DJ2358'TRAIL ROAD LEADING NORTH INTO A PALM BEACH COUNTY NATURAL AREA, 12.0
 DJ2358'FT (3.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE GRAVEL SERVICE
 DJ2358'ROAD, 5.0 FT (1.5 M) EAST OF A CABBAGE PALM, 4.2 FT (1.3 M) NORTH OF
 DJ2358'THE NORTH GATE POST AND 1.0 FT (0.3 M) SOUTH OF A CARSONITE WITNESS
 DJ2358'POST.
 DJ2358
 DJ2358                          STATION RECOVERY (2018)
 DJ2358
 DJ2358'RECOVERY NOTE BY MORGAN AND EKLUND INC 2018 (CAG)
 DJ2358'RECOVERED IN GOOD CONDITION.
 DJ2358
 DJ2358                          STATION RECOVERY (2024)
 DJ2358
 DJ2358'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DJ2358'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5804 ***********************************************************************
 AD5804  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5804  DESIGNATION -  872 2528 TIDAL 2
 AD5804  PID         -  AD5804
 AD5804  STATE/COUNTY-  FL/PALM BEACH
 AD5804  COUNTRY     -  US
 AD5804  USGS QUAD   -  JUPITER (2018)
 AD5804
 AD5804                         *CURRENT SURVEY CONTROL
 AD5804  ______________________________________________________________________
 AD5804* NAD 83(1986) POSITION- 26 52 55.     (N) 080 04 11.     (W)   SCALED
 AD5804* NAVD 88 ORTHO HEIGHT -     5.343 (meters)       17.53  (feet) ADJUSTED
 AD5804  ______________________________________________________________________
 AD5804  GEOID HEIGHT    -        -27.210 (meters)                     GEOID18
 AD5804  DYNAMIC HEIGHT  -          5.335 (meters)       17.50  (feet) COMP
 AD5804  MODELED GRAVITY -    979,100.4   (mgal)                       NAVD 88
 AD5804
 AD5804  VERT ORDER      -  SECOND    CLASS I
 AD5804
 AD5804.The horizontal coordinates were scaled from a map and have
 AD5804.an estimated accuracy of +/- 6 seconds.
 AD5804
 AD5804.The orthometric height was determined by differential leveling and
 AD5804.adjusted by the NATIONAL GEODETIC SURVEY
 AD5804.in June 1991.
 AD5804
 AD5804.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5804.GEOID18 height accuracy estimate available here.
 AD5804
 AD5804.This Tidal Bench Mark is designated as VM 5577
 AD5804.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5804
 AD5804.Click photographs - Photos may exist for this station.
 AD5804
 AD5804.The dynamic height is computed by dividing the NAVD 88
 AD5804.geopotential number by the normal gravity value computed on the
 AD5804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5804.degrees latitude (g = 980.6199 gals.).
 AD5804
 AD5804.The modeled gravity was interpolated from observed gravity values.
 AD5804
 AD5804;                    North         East    Units  Estimated Accuracy
 AD5804;SPC FL E     -   282,660.      292,430.      MT  (+/- 180 meters Scaled)
 AD5804
 AD5804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK923736(NAD 83)
 AD5804
 AD5804                          SUPERSEDED SURVEY CONTROL
 AD5804
 AD5804  NGVD 29 (09/01/92)    5.805  (m)           19.05   (f) ADJUSTED    2 1
 AD5804
 AD5804.Superseded values are not recommended for survey control.
 AD5804
 AD5804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5804.See file dsdata.pdf to determine how the superseded data were derived.
 AD5804
 AD5804_MARKER: DJ = TIDAL STATION DISK
 AD5804_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5804_SP_SET: BRIDGE ABUTMENT
 AD5804_STAMPING: NO 2 1973
 AD5804_MARK LOGO: NOS
 AD5804_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5804
 AD5804  HISTORY     - Date     Condition        Report By
 AD5804  HISTORY     - 1973     MONUMENTED       NOS
 AD5804  HISTORY     - 1980     GOOD             FLDNR
 AD5804  HISTORY     - 19940603 GOOD             USPSQD
 AD5804  HISTORY     - 20011228 MARK NOT FOUND   USPSQD
 AD5804  HISTORY     - 20030214 MARK NOT FOUND   USPSQD
 AD5804  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD5804
 AD5804                          STATION DESCRIPTION
 AD5804
 AD5804'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5804'0.8 MI WEST FROM JUNO BEACH.
 AD5804'BEGINNING AT THE INTERSECTION OF U. S. HIGHWAY 1 AND
 AD5804'DONALD ROSS ROAD IN JUNO BEACH, GO 0.8 MILE WEST ON DONALD ROSS
 AD5804'ROAD TO THE BRIDGE OVER THE INTRACOASTAL WATERWAY AND THE MARK.
 AD5804'THE MARK BEARS 21 FEET NORTH OF THE ROAD CENTERLINE, 1.2 FEET
 AD5804'NORTH OF THE NORTHWEST EDGE OF THE BRIDGE, AND 1.3 FEET SOUTH OF
 AD5804'THE NORTH EDGE OF THE ABUTMENT.  RECOVERED AS DESCRIBED IN NOS TIDAL
 AD5804'DATA, QUAD 260801.
 AD5804
 AD5804                          STATION RECOVERY (1994)
 AD5804
 AD5804'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5804'RECOVERED IN GOOD CONDITION.
 AD5804
 AD5804                          STATION RECOVERY (2001)
 AD5804
 AD5804'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEP)
 AD5804'BRIDGE DEMOLISHED AND NEW BRIDGE CONSTRUCTED.
 AD5804
 AD5804                          STATION RECOVERY (2003)
 AD5804
 AD5804'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5804'MARK NOT FOUND.
 AD5804
 AD5804                          STATION RECOVERY (2004)
 AD5804
 AD5804'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5804'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5803 ***********************************************************************
 AD5803  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5803  DESIGNATION -  872 2528 TIDAL 3
 AD5803  PID         -  AD5803
 AD5803  STATE/COUNTY-  FL/PALM BEACH
 AD5803  COUNTRY     -  US
 AD5803  USGS QUAD   -  JUPITER (2018)
 AD5803
 AD5803                         *CURRENT SURVEY CONTROL
 AD5803  ______________________________________________________________________
 AD5803* NAD 83(1986) POSITION- 26 52 55.     (N) 080 04 11.     (W)   SCALED
 AD5803* NAVD 88 ORTHO HEIGHT -     5.700 (meters)       18.70  (feet) ADJUSTED
 AD5803  ______________________________________________________________________
 AD5803  GEOID HEIGHT    -        -27.210 (meters)                     GEOID18
 AD5803  DYNAMIC HEIGHT  -          5.691 (meters)       18.67  (feet) COMP
 AD5803  MODELED GRAVITY -    979,100.4   (mgal)                       NAVD 88
 AD5803
 AD5803  VERT ORDER      -  SECOND    CLASS I
 AD5803
 AD5803.The horizontal coordinates were scaled from a map and have
 AD5803.an estimated accuracy of +/- 6 seconds.
 AD5803
 AD5803.The orthometric height was determined by differential leveling and
 AD5803.adjusted by the NATIONAL GEODETIC SURVEY
 AD5803.in June 1991.
 AD5803
 AD5803.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5803.GEOID18 height accuracy estimate available here.
 AD5803
 AD5803.This Tidal Bench Mark is designated as VM 5578
 AD5803.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5803
 AD5803.Click photographs - Photos may exist for this station.
 AD5803
 AD5803.The dynamic height is computed by dividing the NAVD 88
 AD5803.geopotential number by the normal gravity value computed on the
 AD5803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5803.degrees latitude (g = 980.6199 gals.).
 AD5803
 AD5803.The modeled gravity was interpolated from observed gravity values.
 AD5803
 AD5803;                    North         East    Units  Estimated Accuracy
 AD5803;SPC FL E     -   282,660.      292,430.      MT  (+/- 180 meters Scaled)
 AD5803
 AD5803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK923736(NAD 83)
 AD5803
 AD5803                          SUPERSEDED SURVEY CONTROL
 AD5803
 AD5803  NGVD 29 (09/01/92)    6.162  (m)           20.22   (f) ADJUSTED    2 1
 AD5803
 AD5803.Superseded values are not recommended for survey control.
 AD5803
 AD5803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5803.See file dsdata.pdf to determine how the superseded data were derived.
 AD5803
 AD5803_MARKER: DJ = TIDAL STATION DISK
 AD5803_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD5803_SP_SET: BRIDGE WALKWAY
 AD5803_STAMPING: NO 3 1973
 AD5803_MARK LOGO: NOS
 AD5803_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5803
 AD5803  HISTORY     - Date     Condition        Report By
 AD5803  HISTORY     - 1973     MONUMENTED       NOS
 AD5803  HISTORY     - 1980     GOOD             FLDNR
 AD5803  HISTORY     - 19940603 GOOD             USPSQD
 AD5803  HISTORY     - 20011228 MARK NOT FOUND   USPSQD
 AD5803  HISTORY     - 20030214 MARK NOT FOUND   USPSQD
 AD5803  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD5803
 AD5803                          STATION DESCRIPTION
 AD5803
 AD5803'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5803'0.8 MI WEST FROM JUNO BEACH.
 AD5803'BEGINNING AT THE INTERSECTION OF U. S. HIGHWAY 1 AND
 AD5803'DONALD ROSS ROAD IN JUNO BEACH, GO 0.8 MILE WEST ON DONALD ROSS
 AD5803'ROAD TO THE BRIDGE OVER THE INTRACOASTAL WATERWAY AND THE MARK.
 AD5803'THE MARK BEARS 260 FEET EAST OF THE WEST END OF THE BRIDGE, 82.5
 AD5803'FEET WEST OF THE EAST END OF THE BRIDGE, 7.9 FEET EAST OF THE
 AD5803'SOUTHEAST CORNER OF THE BRIDGE TENDER BUILDING, AND 0.4 FEET NORTH
 AD5803'OF THE CURB.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5803
 AD5803                          STATION RECOVERY (1994)
 AD5803
 AD5803'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5803'RECOVERED IN GOOD CONDITION.
 AD5803
 AD5803                          STATION RECOVERY (2001)
 AD5803
 AD5803'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEP)
 AD5803'BRIDGE DEMOLISHED AND NEW BRIDGE CONSTRUCTED.
 AD5803
 AD5803                          STATION RECOVERY (2003)
 AD5803
 AD5803'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5803'MARK NOT FOUND.
 AD5803
 AD5803                          STATION RECOVERY (2004)
 AD5803
 AD5803'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5803'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5801 ***********************************************************************
 AD5801  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5801  DESIGNATION -  872 2528 TIDAL 4
 AD5801  PID         -  AD5801
 AD5801  STATE/COUNTY-  FL/PALM BEACH
 AD5801  COUNTRY     -  US
 AD5801  USGS QUAD   -  JUPITER (2018)
 AD5801
 AD5801                         *CURRENT SURVEY CONTROL
 AD5801  ______________________________________________________________________
 AD5801* NAD 83(1986) POSITION- 26 52 55.     (N) 080 04 11.     (W)   SCALED
 AD5801* NAVD 88 ORTHO HEIGHT -     5.346 (meters)       17.54  (feet) ADJUSTED
 AD5801  ______________________________________________________________________
 AD5801  GEOID HEIGHT    -        -27.210 (meters)                     GEOID18
 AD5801  DYNAMIC HEIGHT  -          5.338 (meters)       17.51  (feet) COMP
 AD5801  MODELED GRAVITY -    979,100.4   (mgal)                       NAVD 88
 AD5801
 AD5801  VERT ORDER      -  SECOND    CLASS I
 AD5801
 AD5801.The horizontal coordinates were scaled from a map and have
 AD5801.an estimated accuracy of +/- 6 seconds.
 AD5801
 AD5801.The orthometric height was determined by differential leveling and
 AD5801.adjusted by the NATIONAL GEODETIC SURVEY
 AD5801.in June 1991.
 AD5801
 AD5801.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5801.GEOID18 height accuracy estimate available here.
 AD5801
 AD5801.This Tidal Bench Mark is designated as VM 5579
 AD5801.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5801
 AD5801.Click photographs - Photos may exist for this station.
 AD5801
 AD5801.The dynamic height is computed by dividing the NAVD 88
 AD5801.geopotential number by the normal gravity value computed on the
 AD5801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5801.degrees latitude (g = 980.6199 gals.).
 AD5801
 AD5801.The modeled gravity was interpolated from observed gravity values.
 AD5801
 AD5801;                    North         East    Units  Estimated Accuracy
 AD5801;SPC FL E     -   282,660.      292,430.      MT  (+/- 180 meters Scaled)
 AD5801
 AD5801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK923736(NAD 83)
 AD5801
 AD5801                          SUPERSEDED SURVEY CONTROL
 AD5801
 AD5801  NGVD 29 (09/01/92)    5.808  (m)           19.06   (f) ADJUSTED    2 1
 AD5801
 AD5801.Superseded values are not recommended for survey control.
 AD5801
 AD5801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5801.See file dsdata.pdf to determine how the superseded data were derived.
 AD5801
 AD5801_MARKER: DJ = TIDAL STATION DISK
 AD5801_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5801_SP_SET: BRIDGE ABUTMENT
 AD5801_STAMPING: NO 4 1973
 AD5801_MARK LOGO: NOS
 AD5801_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5801
 AD5801  HISTORY     - Date     Condition        Report By
 AD5801  HISTORY     - 1973     MONUMENTED       NOS
 AD5801  HISTORY     - 1980     GOOD             FLDNR
 AD5801  HISTORY     - 19940603 GOOD             USPSQD
 AD5801  HISTORY     - 20011228 MARK NOT FOUND   USPSQD
 AD5801  HISTORY     - 20030214 MARK NOT FOUND   USPSQD
 AD5801  HISTORY     - 20040301 MARK NOT FOUND   USPSQD
 AD5801
 AD5801                          STATION DESCRIPTION
 AD5801
 AD5801'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5801'0.8 MI WEST FROM JUNO BEACH.
 AD5801'BEGINNING AT THE INTERSECTION OF U. S. HIGHWAY 1 AND
 AD5801'DONALD ROSS ROAD IN JUNO BEACH, GO 0.8 MILE WEST ON DONALD ROSS ROAD
 AD5801'TO THE BRIDGE OVER THE INTRACOASTAL WATERWAY AND THE MARK.  THE MARK
 AD5801'BEARS 21 FEET SOUTH OF THE ROAD CENTERLINE, 1.5 FEET SOUTH OF THE
 AD5801'SOUTHEAST EDGE OF THE BRIDGE, AND 1.0 FEET NORTH OF THE SOUTH EDGE OF
 AD5801'THE ABUTMENT.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 26801.
 AD5801
 AD5801                          STATION RECOVERY (1994)
 AD5801
 AD5801'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5801'RECOVERED IN GOOD CONDITION.
 AD5801
 AD5801                          STATION RECOVERY (2001)
 AD5801
 AD5801'RECOVERY NOTE BY US POWER SQUADRON 2001 (AEP)
 AD5801'BRIDGE DEMOLISHED AND NEW BRIDGE CONSTRUCTED.
 AD5801
 AD5801                          STATION RECOVERY (2003)
 AD5801
 AD5801'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5801'MARK NOT FOUND.
 AD5801
 AD5801                          STATION RECOVERY (2004)
 AD5801
 AD5801'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5801'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5743 ***********************************************************************
 AD5743  DESIGNATION -  872 2548 A TIDAL FLDNR
 AD5743  PID         -  AD5743
 AD5743  STATE/COUNTY-  FL/PALM BEACH
 AD5743  COUNTRY     -  US
 AD5743  USGS QUAD   -  RIVIERA BEACH (2018)
 AD5743
 AD5743                         *CURRENT SURVEY CONTROL
 AD5743  ______________________________________________________________________
 AD5743* NAD 83(1986) POSITION- 26 50 39.     (N) 080 04 01.     (W)   SCALED
 AD5743* NAVD 88 ORTHO HEIGHT -     7.176 (meters)       23.54  (feet) ADJUSTED
 AD5743  ______________________________________________________________________
 AD5743  GEOID HEIGHT    -        -27.029 (meters)                     GEOID18
 AD5743  DYNAMIC HEIGHT  -          7.165 (meters)       23.51  (feet) COMP
 AD5743  MODELED GRAVITY -    979,105.0   (mgal)                       NAVD 88
 AD5743
 AD5743  VERT ORDER      -  SECOND    CLASS I
 AD5743
 AD5743.The horizontal coordinates were scaled from a map and have
 AD5743.an estimated accuracy of +/- 6 seconds.
 AD5743
 AD5743.The orthometric height was determined by differential leveling and
 AD5743.adjusted by the NATIONAL GEODETIC SURVEY
 AD5743.in June 1991.
 AD5743
 AD5743.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5743.GEOID18 height accuracy estimate available here.
 AD5743
 AD5743.Click photographs - Photos may exist for this station.
 AD5743
 AD5743.The dynamic height is computed by dividing the NAVD 88
 AD5743.geopotential number by the normal gravity value computed on the
 AD5743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5743.degrees latitude (g = 980.6199 gals.).
 AD5743
 AD5743.The modeled gravity was interpolated from observed gravity values.
 AD5743
 AD5743;                    North         East    Units  Estimated Accuracy
 AD5743;SPC FL E     -   278,480.      292,740.      MT  (+/- 180 meters Scaled)
 AD5743
 AD5743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK927695(NAD 83)
 AD5743
 AD5743                          SUPERSEDED SURVEY CONTROL
 AD5743
 AD5743  NGVD 29 (09/01/92)    7.639  (m)           25.06   (f) ADJUSTED    2 1
 AD5743
 AD5743.Superseded values are not recommended for survey control.
 AD5743
 AD5743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5743.See file dsdata.pdf to determine how the superseded data were derived.
 AD5743
 AD5743_MARKER: DJ = TIDAL STATION DISK
 AD5743_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5743_SP_SET: BRIDGE SIDEWALK
 AD5743_STAMPING: 2548 A 1979
 AD5743_MARK LOGO: FLDNR
 AD5743_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5743
 AD5743  HISTORY     - Date     Condition        Report By
 AD5743  HISTORY     - 1979     MONUMENTED       FLDNR
 AD5743  HISTORY     - 1979     GOOD             FLDNR
 AD5743  HISTORY     - 1981     GOOD             FLDNR
 AD5743  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5743  HISTORY     - 19950310 MARK NOT FOUND   USPSQD
 AD5743  HISTORY     - 20020228 MARK NOT FOUND   USPSQD
 AD5743  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 AD5743  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 AD5743
 AD5743                          STATION DESCRIPTION
 AD5743
 AD5743'DESCRIBED BY FL DEPT OF NAT RES 1979
 AD5743'1.7 MI NNW FROM NORTH PALM BEACH.
 AD5743'BEGIN AT THE INTERSECTION OF PGA BOULEVARD AND INTERSTATE HIGHWAY 95,
 AD5743'PROCEED EASTERLY 2.2 MILES ALONG PGA BOULVARD TO THE MARK. THE MARK
 AD5743'BEARS 18.3 FEET NORTH OF PGA BOULEVARD CENTERLINE, 1.4 FEET EAST OF
 AD5743'THE NORTHWEST CORNER OF THE BRIDGE OVER THE INTRACOASTAL WATERWAY, AND
 AD5743'59.8 FEET SOUTHEAST OF A TELEPHONE POLE.
 AD5743
 AD5743                          STATION RECOVERY (1981)
 AD5743
 AD5743'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD5743'RECOVERED IN GOOD CONDITION.
 AD5743
 AD5743                          STATION RECOVERY (1989)
 AD5743
 AD5743'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5743'MARK NOT FOUND.
 AD5743
 AD5743                          STATION RECOVERY (1995)
 AD5743
 AD5743'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5743'MARK NOT FOUND.
 AD5743
 AD5743                          STATION RECOVERY (2002)
 AD5743
 AD5743'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD5743'BRIDGE COMPLETELY REBUILT IN 1981.
 AD5743
 AD5743                          STATION RECOVERY (2003)
 AD5743
 AD5743'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5743'MARK NOT FOUND.
 AD5743
 AD5743                          STATION RECOVERY (2004)
 AD5743
 AD5743'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5743'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6295 ***********************************************************************
 AD6295  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6295  DESIGNATION -  872 2548 F TIDAL
 AD6295  PID         -  AD6295
 AD6295  STATE/COUNTY-  FL/PALM BEACH
 AD6295  COUNTRY     -  US
 AD6295  USGS QUAD   -  RIVIERA BEACH (2018)
 AD6295
 AD6295                         *CURRENT SURVEY CONTROL
 AD6295  ______________________________________________________________________
 AD6295* NAD 83(1986) POSITION- 26 50 41.2    (N) 080 04 08.6    (W)   HD_HELD2
 AD6295* NAVD 88 ORTHO HEIGHT -     0.835 (meters)        2.74  (feet) ADJUSTED
 AD6295  ______________________________________________________________________
 AD6295  GEOID HEIGHT    -        -27.023 (meters)                     GEOID18
 AD6295  DYNAMIC HEIGHT  -          0.833 (meters)        2.73  (feet) COMP
 AD6295  MODELED GRAVITY -    979,105.0   (mgal)                       NAVD 88
 AD6295
 AD6295  VERT ORDER      -  SECOND    CLASS I
 AD6295
 AD6295.The horizontal coordinates were established by autonomous hand held GPS
 AD6295.observations and have an estimated accuracy of +/- 10 meters.
 AD6295
 AD6295.The orthometric height was determined by differential leveling and
 AD6295.adjusted by the NATIONAL GEODETIC SURVEY
 AD6295.in June 1991.
 AD6295
 AD6295.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6295.GEOID18 height accuracy estimate available here.
 AD6295
 AD6295.This Tidal Bench Mark is designated as VM 5588
 AD6295.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6295
 AD6295.Click photographs - Photos may exist for this station.
 AD6295
 AD6295.The dynamic height is computed by dividing the NAVD 88
 AD6295.geopotential number by the normal gravity value computed on the
 AD6295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6295.degrees latitude (g = 980.6199 gals.).
 AD6295
 AD6295.The modeled gravity was interpolated from observed gravity values.
 AD6295
 AD6295;                    North         East    Units  Estimated Accuracy
 AD6295;SPC FL E     -   278,546.      292,524.      MT  (+/- 10 meters HH2 GPS)
 AD6295
 AD6295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9249269582(NAD 83)
 AD6295
 AD6295                          SUPERSEDED SURVEY CONTROL
 AD6295
 AD6295  NGVD 29 (09/01/92)    1.296  (m)            4.25   (f) ADJUSTED    2 1
 AD6295
 AD6295.Superseded values are not recommended for survey control.
 AD6295
 AD6295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6295.See file dsdata.pdf to determine how the superseded data were derived.
 AD6295
 AD6295_MARKER: DD = SURVEY DISK
 AD6295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6295_STAMPING: 2548 F 1981 BSM
 AD6295_MARK LOGO: FLDNR
 AD6295_PROJECTION: FLUSH
 AD6295_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6295+STABILITY: SURFACE MOTION
 AD6295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6295+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2024
 AD6295
 AD6295  HISTORY     - Date     Condition        Report By
 AD6295  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6295  HISTORY     - 19891231 GOOD             FLDT
 AD6295  HISTORY     - 20020223 GOOD             USPSQD
 AD6295  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 AD6295  HISTORY     - 20040410 GOOD             USPSQD
 AD6295  HISTORY     - 20050415 GOOD             FLDT
 AD6295  HISTORY     - 20060329 GOOD             FLDEP
 AD6295  HISTORY     - 20241112 GOOD             GEOCAC
 AD6295
 AD6295                          STATION DESCRIPTION
 AD6295
 AD6295'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6295'1.7 MI NNW FROM NORTH PALM BEACH.
 AD6295'BEGIN AT THE INTERCHANGE OF PGA BOULEVARD AND INTERSTATE HIGHWAY 95,
 AD6295'GO EAST 2.0 MILES ALONG PGA BOULEVARD TO THE INTERSECTION OF KIDD LANE
 AD6295'AND THE MARK.  THE MARK BEARS 60.0 FEET NORTH OF THE CENTERLINE OF PGA
 AD6295'BOULEVARD, 33.0 FEET WEST OF THE CENTERLINE OF KIDD LANE, 0.55 FOOT
 AD6295'NORTH OF THE NORTH EDGE OF THE SIDEWALK, 3.0 FEET WEST-NORTHWEST OF A
 AD6295'POWER POLE, ABOUT 640 FEET WEST OF THE NORTHWEST CORNER OF THE PGA
 AD6295'BOULEVARD BRIDGE, AND 1.0 FOOT SOUTH OF A WITNESS POST.
 AD6295
 AD6295                          STATION RECOVERY (1989)
 AD6295
 AD6295'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1989 (CBM)
 AD6295'RECOVERED AS DESCRIBED IN HGZ L24750, BY FLDNR.
 AD6295
 AD6295                          STATION RECOVERY (2002)
 AD6295
 AD6295'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6295'THE WITNESS POST HAS BEEN REMOVED.
 AD6295
 AD6295                          STATION RECOVERY (2003)
 AD6295
 AD6295'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6295'MARK NOT FOUND.
 AD6295
 AD6295                          STATION RECOVERY (2004)
 AD6295
 AD6295'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6295'RECOVERED IN GOOD CONDITION.
 AD6295
 AD6295                          STATION RECOVERY (2005)
 AD6295
 AD6295'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD6295'RECOVERED AS DESCRIBED
 AD6295
 AD6295                          STATION RECOVERY (2006)
 AD6295
 AD6295'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6295'RECOVERED AS DESCRIBED.
 AD6295
 AD6295                          STATION RECOVERY (2024)
 AD6295
 AD6295'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 AD6295'WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6294 ***********************************************************************
 AD6294  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6294  DESIGNATION -  872 2548 G TIDAL
 AD6294  PID         -  AD6294
 AD6294  STATE/COUNTY-  FL/PALM BEACH
 AD6294  COUNTRY     -  US
 AD6294  USGS QUAD   -  RIVIERA BEACH (2018)
 AD6294
 AD6294                         *CURRENT SURVEY CONTROL
 AD6294  ______________________________________________________________________
 AD6294* NAD 83(1986) POSITION- 26 50 41.     (N) 080 03 59.     (W)   SCALED
 AD6294* NAVD 88 ORTHO HEIGHT -     8.794 (meters)       28.85  (feet) ADJUSTED
 AD6294  ______________________________________________________________________
 AD6294  GEOID HEIGHT    -        -27.035 (meters)                     GEOID18
 AD6294  DYNAMIC HEIGHT  -          8.780 (meters)       28.81  (feet) COMP
 AD6294  MODELED GRAVITY -    979,104.9   (mgal)                       NAVD 88
 AD6294
 AD6294  VERT ORDER      -  SECOND    CLASS I
 AD6294
 AD6294.The horizontal coordinates were scaled from a map and have
 AD6294.an estimated accuracy of +/- 6 seconds.
 AD6294
 AD6294.The orthometric height was determined by differential leveling and
 AD6294.adjusted by the NATIONAL GEODETIC SURVEY
 AD6294.in June 1991.
 AD6294
 AD6294.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6294.GEOID18 height accuracy estimate available here.
 AD6294
 AD6294.This Tidal Bench Mark is designated as VM 5589
 AD6294.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6294
 AD6294.Click photographs - Photos may exist for this station.
 AD6294
 AD6294.The dynamic height is computed by dividing the NAVD 88
 AD6294.geopotential number by the normal gravity value computed on the
 AD6294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6294.degrees latitude (g = 980.6199 gals.).
 AD6294
 AD6294.The modeled gravity was interpolated from observed gravity values.
 AD6294
 AD6294;                    North         East    Units  Estimated Accuracy
 AD6294;SPC FL E     -   278,540.      292,790.      MT  (+/- 180 meters Scaled)
 AD6294
 AD6294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK927695(NAD 83)
 AD6294
 AD6294                          SUPERSEDED SURVEY CONTROL
 AD6294
 AD6294  NGVD 29 (09/01/92)    9.257  (m)           30.37   (f) ADJUSTED    2 1
 AD6294
 AD6294.Superseded values are not recommended for survey control.
 AD6294
 AD6294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6294.See file dsdata.pdf to determine how the superseded data were derived.
 AD6294
 AD6294_MARKER: DD = SURVEY DISK
 AD6294_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD6294_SP_SET: BRIDGE PARAPET
 AD6294_STAMPING: 2548 G 1981
 AD6294_MARK LOGO: FLDT
 AD6294_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6294+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2006
 AD6294
 AD6294  HISTORY     - Date     Condition        Report By
 AD6294  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6294  HISTORY     - 1981     GOOD             FLDNR
 AD6294  HISTORY     - 19891231 GOOD             FLDT
 AD6294  HISTORY     - 20020228 MARK NOT FOUND   USPSQD
 AD6294  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 AD6294  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 AD6294  HISTORY     - 20060329 GOOD             FLDEP
 AD6294  HISTORY     - 20241112 MARK NOT FOUND   GEOCAC
 AD6294
 AD6294                          STATION DESCRIPTION
 AD6294
 AD6294'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD6294'1.7 MI NNW FROM NORTH PALM BEACH.
 AD6294'BEGIN AT THE INTERCHANGE OF PGA BOULEVARD AND INTERSTATE HIGHWAY 95,
 AD6294'GO 2.2 MILES EAST ALONG PGA BOULEVARD TO THE NORTHEAST CORNER OF THE
 AD6294'NEW PGA BOULEVARD BRIDGE AND THE MARK.  THE MARK BEARS 2.5 FEET WEST
 AD6294'OF THE NORTHEAST CORNER OF THE NEW PGA BOULEVARD BRIDGE AND 30 FEET
 AD6294'NORTH OF THE CENTERLINE OF THE NEW BRIDGE.
 AD6294'THE MARK IS 4 FT ABOVE HIGHWAY.
 AD6294
 AD6294                          STATION RECOVERY (1989)
 AD6294
 AD6294'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1989 (CBM)
 AD6294'BEGIN AT THE INTERCHANGE OF PGA BOULEVARD AND INTERSTATE HIGHWAY 95,
 AD6294'GO 2.2 MILES (3.5 KM) EAST ALONG PGA BOULEVARD TO THE NORTHEAST CORNER
 AD6294'OF THE NEW PGA BOULEVARD BRIDGE AND MARK,  2.5 FEET (0.8 M) WEST OF
 AD6294'THE NORTHEAST CORNER OF THE NEW PGA BOULEVARD BRIDGE, AND 30 FEET (9.1
 AD6294'M) NORTH OF THE CENTERLINE OF THE NEW BRIDGE.
 AD6294
 AD6294                          STATION RECOVERY (2002)
 AD6294
 AD6294'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD6294'BRIDGE REFURBISHED IN 2001.
 AD6294
 AD6294                          STATION RECOVERY (2003)
 AD6294
 AD6294'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD6294'MARK NOT FOUND.
 AD6294
 AD6294                          STATION RECOVERY (2004)
 AD6294
 AD6294'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD6294'MARK NOT FOUND.
 AD6294
 AD6294                          STATION RECOVERY (2006)
 AD6294
 AD6294'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD6294'RECOVERED AS DESCRIBED.
 AD6294
 AD6294                          STATION RECOVERY (2024)
 AD6294
 AD6294'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 AD6294'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK3503 ***********************************************************************
 DK3503  TIDAL BM    -  This is a Tidal Bench Mark.
 DK3503  DESIGNATION -  872 2548 H TIDAL
 DK3503  PID         -  DK3503
 DK3503  STATE/COUNTY-  FL/PALM BEACH
 DK3503  COUNTRY     -  US
 DK3503  USGS QUAD   -  RIVIERA BEACH (2018)
 DK3503
 DK3503                         *CURRENT SURVEY CONTROL
 DK3503  ______________________________________________________________________
 DK3503* NAD 83(1986) POSITION- 26 50 40.9    (N) 080 03 58.2    (W)   HD_HELD2
 DK3503* NAVD 88 ORTHO HEIGHT -     8.388 (meters)       27.52  (feet) ADJUSTED
 DK3503  ______________________________________________________________________
 DK3503  GEOID HEIGHT    -        -27.035 (meters)                     GEOID18
 DK3503  DYNAMIC HEIGHT  -          8.376 (meters)       27.48  (feet) COMP
 DK3503  MODELED GRAVITY -    979,104.8   (mgal)                       NAVD 88
 DK3503
 DK3503  VERT ORDER      -  SECOND    CLASS I
 DK3503
 DK3503.The horizontal coordinates were established by autonomous hand held GPS
 DK3503.observations and have an estimated accuracy of +/- 10 meters.
 DK3503
 DK3503.The orthometric height was determined by differential leveling and
 DK3503.adjusted by the NATIONAL GEODETIC SURVEY
 DK3503.in May 2010.
 DK3503
 DK3503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3503.GEOID18 height accuracy estimate available here.
 DK3503
 DK3503.This Tidal Bench Mark is designated as VM 18868
 DK3503.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK3503
 DK3503.Click photographs - Photos may exist for this station.
 DK3503
 DK3503.The dynamic height is computed by dividing the NAVD 88
 DK3503.geopotential number by the normal gravity value computed on the
 DK3503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3503.degrees latitude (g = 980.6199 gals.).
 DK3503
 DK3503.The modeled gravity was interpolated from observed gravity values.
 DK3503
 DK3503;                    North         East    Units  Estimated Accuracy
 DK3503;SPC FL E     -   278,538.      292,812.      MT  (+/- 10 meters HH2 GPS)
 DK3503
 DK3503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9277969575(NAD 83)
 DK3503
 DK3503                          SUPERSEDED SURVEY CONTROL
 DK3503
 DK3503.No superseded survey control is available for this station.
 DK3503
 DK3503_MARKER: DD = SURVEY DISK
 DK3503_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DK3503_SP_SET: BRIDGE SIDEWALK
 DK3503_STAMPING: PGA 2548 H 1990 JAX FLA
 DK3503_MARK LOGO: USACE
 DK3503_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3503+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2022
 DK3503
 DK3503  HISTORY     - Date     Condition        Report By
 DK3503  HISTORY     - 1990     MONUMENTED       USACE
 DK3503  HISTORY     - 20060329 GOOD             FLDEP
 DK3503  HISTORY     - 20221025 GOOD             GEOCAC
 DK3503
 DK3503                          STATION DESCRIPTION
 DK3503
 DK3503'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DK3503'THE MARK IS ON PGA BOULEVARDS BRIDGE SPANNING THE LAKE WORTH CREEK
 DK3503'(INTRACOASTAL WATERWAY), IN SECTION 5, TOWNSHIP 42 SOUTH, RANGE 43
 DK3503'EAST.
 DK3503'
 DK3503'TO REACH THE MARK FROM THE INTERSECTION OF PGA BOULEVARD AND
 DK3503'INTERSTATE HIGHWAY 95 IN PALM BEACH GARDENS, GO EAST ON PGA BOULEVARD
 DK3503'FOR 2.15 MI (3.5 KM) TO THE BRIDGE SPANNING THE LAKE WORTH CREEK
 DK3503'(INTRACOASTAL WATERWAY) AND THE MARK ON THE LEFT, A SURVEY DISK SET
 DK3503'FLUSH IN THE TOP OF THE CONCRETE SIDEWALK, 0.7 FT (0.2 M) ABOVE THE
 DK3503'LEVEL OF PGA BOULEVARD.
 DK3503'
 DK3503'LOCATED 575.0 FT (175.3 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DK3503'ELLISON WILSON ROAD, 89.1 FT (27.2 M) WEST OF A FLDOT SURVEY MARK 2548
 DK3503'G 1981, 4.0 FT (1.2 M) NORTH OF THE NORTH EDGE OF THE PAVEMENT OF PGA
 DK3503'BOULEVARDS WESTBOUND LANES AND 3.7 FT (1.1 M) SOUTH OF THE CONCRETE
 DK3503'GUARDRAIL ALONG THE NORTH EDGE OF THE BRIDGE.
 DK3503
 DK3503                          STATION RECOVERY (2022)
 DK3503
 DK3503'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DK3503'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK3502 ***********************************************************************
 DK3502  TIDAL BM    -  This is a Tidal Bench Mark.
 DK3502  DESIGNATION -  872 2548 J TIDAL
 DK3502  PID         -  DK3502
 DK3502  STATE/COUNTY-  FL/PALM BEACH
 DK3502  COUNTRY     -  US
 DK3502  USGS QUAD   -  RIVIERA BEACH (2018)
 DK3502
 DK3502                         *CURRENT SURVEY CONTROL
 DK3502  ______________________________________________________________________
 DK3502* NAD 83(1986) POSITION- 26 50 40.7    (N) 080 03 52.7    (W)   HD_HELD2
 DK3502* NAVD 88 ORTHO HEIGHT -     7.082 (meters)       23.23  (feet) ADJUSTED
 DK3502  ______________________________________________________________________
 DK3502  GEOID HEIGHT    -        -27.042 (meters)                     GEOID18
 DK3502  DYNAMIC HEIGHT  -          7.071 (meters)       23.20  (feet) COMP
 DK3502  MODELED GRAVITY -    979,104.7   (mgal)                       NAVD 88
 DK3502
 DK3502  VERT ORDER      -  SECOND    CLASS I
 DK3502
 DK3502.The horizontal coordinates were established by autonomous hand held GPS
 DK3502.observations and have an estimated accuracy of +/- 10 meters.
 DK3502
 DK3502.The orthometric height was determined by differential leveling and
 DK3502.adjusted by the NATIONAL GEODETIC SURVEY
 DK3502.in May 2010.
 DK3502
 DK3502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3502.GEOID18 height accuracy estimate available here.
 DK3502
 DK3502.This Tidal Bench Mark is designated as VM 18869
 DK3502.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK3502
 DK3502.Click photographs - Photos may exist for this station.
 DK3502
 DK3502.The dynamic height is computed by dividing the NAVD 88
 DK3502.geopotential number by the normal gravity value computed on the
 DK3502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3502.degrees latitude (g = 980.6199 gals.).
 DK3502
 DK3502.The modeled gravity was interpolated from observed gravity values.
 DK3502
 DK3502;                    North         East    Units  Estimated Accuracy
 DK3502;SPC FL E     -   278,533.      292,963.      MT  (+/- 10 meters HH2 GPS)
 DK3502
 DK3502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9293169570(NAD 83)
 DK3502
 DK3502                          SUPERSEDED SURVEY CONTROL
 DK3502
 DK3502.No superseded survey control is available for this station.
 DK3502
 DK3502_MARKER: F = FLANGE-ENCASED ROD
 DK3502_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK3502_STAMPING: 2548 J 2006
 DK3502_MARK LOGO: NGS
 DK3502_PROJECTION: RECESSED 8 CENTIMETERS
 DK3502_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3502_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3502+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2024
 DK3502_ROD/PIPE-DEPTH: 24.4 meters
 DK3502
 DK3502  HISTORY     - Date     Condition        Report By
 DK3502  HISTORY     - 20060803 MONUMENTED       FLDEP
 DK3502  HISTORY     - 20241112 GOOD             GEOCAC
 DK3502
 DK3502                          STATION DESCRIPTION
 DK3502
 DK3502'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DK3502'THE MARK IS IN PALM BEACH GARDENS, IN SECTION 5, TOWNSHIP 42 SOUTH,
 DK3502'RANGE 43 EAST.
 DK3502'
 DK3502'TO REACH THE MARK FROM THE INTERSECTION OF PGA BOULEVARD AND
 DK3502'INTERSTATE HIGHWAY 95 IN PALM BEACH GARDENS, GO EAST ON PGA BOULEVARD
 DK3502'FOR 2.25 MI (3.6 KM) TO THE INTERSECTION OF PGA BOULEVARD AND ELLISON
 DK3502'WILSON ROAD AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO
 DK3502'REFUSAL AT A DEPTH OF 80.0 FT (24.4 M) WITH AN NGS LOGO CAP FLUSH WITH
 DK3502'THE GROUND AND 0.6 FT (0.2 M) ABOVE THE LEVEL OF PGA BOULEVARD, THE
 DK3502'DATUM POINT IS RECESSED 0.4 FT (0.1 M) BELOW THE LEVEL OF THE NGS LOGO
 DK3502'CAP.
 DK3502'
 DK3502'LOCATED ABOUT 402.0 FT (122.5 M) EAST OF A FLDOT SURVEY MARK 2548 G
 DK3502'1981, 83.0 FT (25.3 M) WEST OF THE APPROXIMATE CENTERLINE OF ELLISON
 DK3502'WILSON ROAD, 9.0 FT (2.7 M) NORTH OF THE NORTH EDGE OF THE PAVEMENT OF
 DK3502'PGA BOULEVARD, 2.0 FT (0.6 M) SOUTHEAST OF A TRAFFIC WARNING SIGN
 DK3502'(BRIDGE AHEAD), 1.7 FT (0.5 M) WEST OF THE WEST EDGE OF A 5.0 FT (1.5
 DK3502'M) CONCRETE SIDEWALK, 0.7 FT (0.2 M) NORTH OF THE NORTH EDGE OF A 6.0
 DK3502'FT (1.8 M) CONCRETE SIDEWALK AND 0.9 FT (0.3 M) SOUTH OF A CARSONITE
 DK3502'WITNESS POST.
 DK3502'
 DK3502'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DK3502'
 DK3502'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DK3502'LOGO CAP.
 DK3502
 DK3502                          STATION RECOVERY (2024)
 DK3502
 DK3502'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DK3502'LOGO CAP IS RECESSED 3 INCHES (8 CM) BELOW THE SURFACE OF THE GROUND.
 DK3502'CARSONITE WITNESS POST IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5742 ***********************************************************************
 AD5742  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5742  DESIGNATION -  872 2548 TIDAL 2
 AD5742  PID         -  AD5742
 AD5742  STATE/COUNTY-  FL/PALM BEACH
 AD5742  COUNTRY     -  US
 AD5742  USGS QUAD   -  RIVIERA BEACH (2018)
 AD5742
 AD5742                         *CURRENT SURVEY CONTROL
 AD5742  ______________________________________________________________________
 AD5742* NAD 83(1986) POSITION- 26 50 41.     (N) 080 04 01.     (W)   SCALED
 AD5742* NAVD 88 ORTHO HEIGHT -     1.019 (meters)        3.34  (feet) ADJUSTED
 AD5742  ______________________________________________________________________
 AD5742  GEOID HEIGHT    -        -27.032 (meters)                     GEOID18
 AD5742  DYNAMIC HEIGHT  -          1.018 (meters)        3.34  (feet) COMP
 AD5742  MODELED GRAVITY -    979,105.0   (mgal)                       NAVD 88
 AD5742
 AD5742  VERT ORDER      -  SECOND    CLASS I
 AD5742
 AD5742.The horizontal coordinates were scaled from a map and have
 AD5742.an estimated accuracy of +/- 6 seconds.
 AD5742
 AD5742.The orthometric height was determined by differential leveling and
 AD5742.adjusted by the NATIONAL GEODETIC SURVEY
 AD5742.in June 1991.
 AD5742
 AD5742.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5742.GEOID18 height accuracy estimate available here.
 AD5742
 AD5742.This Tidal Bench Mark is designated as VM 15816
 AD5742.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5742
 AD5742.Click photographs - Photos may exist for this station.
 AD5742
 AD5742.The dynamic height is computed by dividing the NAVD 88
 AD5742.geopotential number by the normal gravity value computed on the
 AD5742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5742.degrees latitude (g = 980.6199 gals.).
 AD5742
 AD5742.The modeled gravity was interpolated from observed gravity values.
 AD5742
 AD5742;                    North         East    Units  Estimated Accuracy
 AD5742;SPC FL E     -   278,540.      292,730.      MT  (+/- 180 meters Scaled)
 AD5742
 AD5742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK927695(NAD 83)
 AD5742
 AD5742                          SUPERSEDED SURVEY CONTROL
 AD5742
 AD5742  NGVD 29 (09/01/92)    1.478  (m)            4.85   (f) ADJUSTED    2 1
 AD5742
 AD5742.Superseded values are not recommended for survey control.
 AD5742
 AD5742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5742.See file dsdata.pdf to determine how the superseded data were derived.
 AD5742
 AD5742_MARKER: DJ = TIDAL STATION DISK
 AD5742_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5742_SP_SET: SEAWALL
 AD5742_STAMPING: NO 2 1973
 AD5742_MARK LOGO: NOS
 AD5742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5742+STABILITY: SURFACE MOTION
 AD5742
 AD5742  HISTORY     - Date     Condition        Report By
 AD5742  HISTORY     - 1973     MONUMENTED       NOS
 AD5742  HISTORY     - 1979     GOOD             FLDNR
 AD5742  HISTORY     - 1981     GOOD             FLDNR
 AD5742  HISTORY     - 1989     GOOD             USPSQD
 AD5742  HISTORY     - 19940618 GOOD             USPSQD
 AD5742  HISTORY     - 19950310 GOOD             USPSQD
 AD5742  HISTORY     - 20020228 MARK NOT FOUND   USPSQD
 AD5742  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 AD5742  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 AD5742
 AD5742                          STATION DESCRIPTION
 AD5742
 AD5742'DESCRIBED BY FL DEPT OF NAT RES 1979
 AD5742'1.7 MI NNW FROM NORTH PALM BEACH.
 AD5742'BEGIN AT THE INTERCHANGE OF PGA BOULEVARD AND INTERSTATE HIGHWAY 95,
 AD5742'PROCEED EAST 2.1 MILES ALONG PGA BOULEVARD TO THE WATERWAY MARINA AND
 AD5742'THE MARK. THE MARK IS SET FLUSH IN THE TOP OF THE SEAWALL, 159.3 FEET
 AD5742'SOUTH OF THE NORTHWEST CORNER OF THE SEAWALL. AND 3.4 FEET NORTH OF
 AD5742'THE SOUTHWEST CORNER OF THE SEAWALL.
 AD5742
 AD5742                          STATION RECOVERY (1981)
 AD5742
 AD5742'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD5742'RECOVERED IN GOOD CONDITION.
 AD5742
 AD5742                          STATION RECOVERY (1989)
 AD5742
 AD5742'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5742'RECOVERED IN GOOD CONDITION.
 AD5742
 AD5742                          STATION RECOVERY (1994)
 AD5742
 AD5742'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5742'RECOVERED IN GOOD CONDITION.
 AD5742
 AD5742                          STATION RECOVERY (1995)
 AD5742
 AD5742'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5742'RECOVERED IN GOOD CONDITION.
 AD5742
 AD5742                          STATION RECOVERY (2002)
 AD5742
 AD5742'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD5742'WATERWAY MARINA HAS CHANGED TO PGA MARINA. FOUND ONLY SETTING ON TOP
 AD5742'OF SEAWALL. ASSUME MARK DESTROYED.
 AD5742
 AD5742                          STATION RECOVERY (2003)
 AD5742
 AD5742'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5742'MARK NOT FOUND.
 AD5742
 AD5742                          STATION RECOVERY (2004)
 AD5742
 AD5742'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5742'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5744 ***********************************************************************
 AD5744  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5744  DESIGNATION -  872 2548 TIDAL 3
 AD5744  PID         -  AD5744
 AD5744  STATE/COUNTY-  FL/PALM BEACH
 AD5744  COUNTRY     -  US
 AD5744  USGS QUAD   -  RIVIERA BEACH (2018)
 AD5744
 AD5744                         *CURRENT SURVEY CONTROL
 AD5744  ______________________________________________________________________
 AD5744* NAD 83(1986) POSITION- 26 50 40.     (N) 080 04 01.     (W)   SCALED
 AD5744* NAVD 88 ORTHO HEIGHT -     1.041 (meters)        3.42  (feet) ADJUSTED
 AD5744  ______________________________________________________________________
 AD5744  GEOID HEIGHT    -        -27.031 (meters)                     GEOID18
 AD5744  DYNAMIC HEIGHT  -          1.040 (meters)        3.41  (feet) COMP
 AD5744  MODELED GRAVITY -    979,105.0   (mgal)                       NAVD 88
 AD5744
 AD5744  VERT ORDER      -  SECOND    CLASS I
 AD5744
 AD5744.The horizontal coordinates were scaled from a map and have
 AD5744.an estimated accuracy of +/- 6 seconds.
 AD5744
 AD5744.The orthometric height was determined by differential leveling and
 AD5744.adjusted by the NATIONAL GEODETIC SURVEY
 AD5744.in June 1991.
 AD5744
 AD5744.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5744.GEOID18 height accuracy estimate available here.
 AD5744
 AD5744.This Tidal Bench Mark is designated as VM 5585
 AD5744.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5744
 AD5744.Click photographs - Photos may exist for this station.
 AD5744
 AD5744.The dynamic height is computed by dividing the NAVD 88
 AD5744.geopotential number by the normal gravity value computed on the
 AD5744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5744.degrees latitude (g = 980.6199 gals.).
 AD5744
 AD5744.The modeled gravity was interpolated from observed gravity values.
 AD5744
 AD5744;                    North         East    Units  Estimated Accuracy
 AD5744;SPC FL E     -   278,510.      292,730.      MT  (+/- 180 meters Scaled)
 AD5744
 AD5744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK927695(NAD 83)
 AD5744
 AD5744                          SUPERSEDED SURVEY CONTROL
 AD5744
 AD5744  NGVD 29 (09/01/92)    1.500  (m)            4.92   (f) ADJUSTED    2 1
 AD5744
 AD5744.Superseded values are not recommended for survey control.
 AD5744
 AD5744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5744.See file dsdata.pdf to determine how the superseded data were derived.
 AD5744
 AD5744_MARKER: DJ = TIDAL STATION DISK
 AD5744_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5744_SP_SET: SEAWALL
 AD5744_STAMPING: NO 3 1973
 AD5744_MARK LOGO: NOS
 AD5744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5744+STABILITY: SURFACE MOTION
 AD5744
 AD5744  HISTORY     - Date     Condition        Report By
 AD5744  HISTORY     - 1973     MONUMENTED       NOS
 AD5744  HISTORY     - 1979     GOOD             FLDNR
 AD5744  HISTORY     - 1981     GOOD             FLDNR
 AD5744  HISTORY     - 1989     GOOD             USPSQD
 AD5744  HISTORY     - 19940618 GOOD             USPSQD
 AD5744  HISTORY     - 19950310 GOOD             USPSQD
 AD5744  HISTORY     - 20020228 MARK NOT FOUND   USPSQD
 AD5744  HISTORY     - 20030308 MARK NOT FOUND   USPSQD
 AD5744  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 AD5744
 AD5744                          STATION DESCRIPTION
 AD5744
 AD5744'DESCRIBED BY FL DEPT OF NAT RES 1979
 AD5744'1.7 MI NNW FROM NORTH PALM BEACH.
 AD5744'BEGIN AT THE INTERCHANGE OF PGA BOULEVARD AND INTERSTATE HIGHWAY 95,
 AD5744'PROCEED EAST 2.1 MILES ALONG PGA BOULEVARD TO THE WATERWAY MARINA AND
 AD5744'THE MARK. THE MARK IS SET FLUSH IN THE TOP OF THE SEAWALL, 83.4 FEET
 AD5744'NORTH OF THE SOUTHWEST CORNER OF THE SEAWALL.
 AD5744
 AD5744                          STATION RECOVERY (1981)
 AD5744
 AD5744'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD5744'RECOVERED IN GOOD CONDITION.
 AD5744
 AD5744                          STATION RECOVERY (1989)
 AD5744
 AD5744'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5744'RECOVERED IN GOOD CONDITION.
 AD5744
 AD5744                          STATION RECOVERY (1994)
 AD5744
 AD5744'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5744'RECOVERED IN GOOD CONDITION.
 AD5744
 AD5744                          STATION RECOVERY (1995)
 AD5744
 AD5744'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5744'RECOVERED IN GOOD CONDITION.
 AD5744
 AD5744                          STATION RECOVERY (2002)
 AD5744
 AD5744'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD5744'WATERWAY MARINA HAS CHANGED TO PGA MARINA. FOUND ONLY SETTING ON TOP
 AD5744'OF SEAWALL. ASSUME MARK DESTROYED.
 AD5744
 AD5744                          STATION RECOVERY (2003)
 AD5744
 AD5744'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5744'MARK NOT FOUND.
 AD5744
 AD5744                          STATION RECOVERY (2004)
 AD5744
 AD5744'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5744'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5745 ***********************************************************************
 AD5745  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5745  DESIGNATION -  872 2548 TIDAL 4
 AD5745  PID         -  AD5745
 AD5745  STATE/COUNTY-  FL/PALM BEACH
 AD5745  COUNTRY     -  US
 AD5745  USGS QUAD   -  RIVIERA BEACH (2018)
 AD5745
 AD5745                         *CURRENT SURVEY CONTROL
 AD5745  ______________________________________________________________________
 AD5745* NAD 83(1986) POSITION- 26 50 41.     (N) 080 04 03.     (W)   SCALED
 AD5745* NAVD 88 ORTHO HEIGHT -     1.037 (meters)        3.40  (feet) ADJUSTED
 AD5745  ______________________________________________________________________
 AD5745  GEOID HEIGHT    -        -27.030 (meters)                     GEOID18
 AD5745  DYNAMIC HEIGHT  -          1.035 (meters)        3.40  (feet) COMP
 AD5745  MODELED GRAVITY -    979,105.0   (mgal)                       NAVD 88
 AD5745
 AD5745  VERT ORDER      -  SECOND    CLASS I
 AD5745
 AD5745.The horizontal coordinates were scaled from a map and have
 AD5745.an estimated accuracy of +/- 6 seconds.
 AD5745
 AD5745.The orthometric height was determined by differential leveling and
 AD5745.adjusted by the NATIONAL GEODETIC SURVEY
 AD5745.in June 1991.
 AD5745
 AD5745.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5745.GEOID18 height accuracy estimate available here.
 AD5745
 AD5745.This Tidal Bench Mark is designated as VM 5586
 AD5745.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5745
 AD5745.Click photographs - Photos may exist for this station.
 AD5745
 AD5745.The dynamic height is computed by dividing the NAVD 88
 AD5745.geopotential number by the normal gravity value computed on the
 AD5745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5745.degrees latitude (g = 980.6199 gals.).
 AD5745
 AD5745.The modeled gravity was interpolated from observed gravity values.
 AD5745
 AD5745;                    North         East    Units  Estimated Accuracy
 AD5745;SPC FL E     -   278,540.      292,680.      MT  (+/- 180 meters Scaled)
 AD5745
 AD5745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK926695(NAD 83)
 AD5745
 AD5745                          SUPERSEDED SURVEY CONTROL
 AD5745
 AD5745  NGVD 29 (09/01/92)    1.496  (m)            4.91   (f) ADJUSTED    2 1
 AD5745
 AD5745.Superseded values are not recommended for survey control.
 AD5745
 AD5745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5745.See file dsdata.pdf to determine how the superseded data were derived.
 AD5745
 AD5745_MARKER: DJ = TIDAL STATION DISK
 AD5745_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5745_SP_SET: SEAWALL
 AD5745_STAMPING: NO 4 1973
 AD5745_MARK LOGO: NOS
 AD5745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5745+STABILITY: SURFACE MOTION
 AD5745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5745+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 AD5745
 AD5745  HISTORY     - Date     Condition        Report By
 AD5745  HISTORY     - 1973     MONUMENTED       NOS
 AD5745  HISTORY     - 1979     GOOD             FLDNR
 AD5745  HISTORY     - 1981     GOOD             FLDNR
 AD5745  HISTORY     - 1989     GOOD             USPSQD
 AD5745  HISTORY     - 19940618 GOOD             USPSQD
 AD5745  HISTORY     - 19950310 GOOD             USPSQD
 AD5745  HISTORY     - 20020228 GOOD             USPSQD
 AD5745  HISTORY     - 20030308 GOOD             USPSQD
 AD5745  HISTORY     - 20040410 MARK NOT FOUND   USPSQD
 AD5745
 AD5745                          STATION DESCRIPTION
 AD5745
 AD5745'DESCRIBED BY FL DEPT OF NAT RES 1979
 AD5745'1.7 MI NNW FROM NORTH PALM BEACH.
 AD5745'BEGIN AT THE INTERCHANGE OF PGA BOULEVARD TO THE WATERWAY MARINA AND
 AD5745'THE MARK. THE MARK IS SET FLUSH IN THE TOP OF THE SEAWALL, 71.4 FEET
 AD5745'WEST OF THE EASTERNMOST FACE OF THE SEAWALL, AND 6.4 FEET EAST OF THE
 AD5745'NORTHWEST CORNER OF THE SEAWALL.
 AD5745
 AD5745                          STATION RECOVERY (1981)
 AD5745
 AD5745'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD5745'RECOVERED IN GOOD CONDITION.
 AD5745
 AD5745                          STATION RECOVERY (1989)
 AD5745
 AD5745'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5745'RECOVERED IN GOOD CONDITION.
 AD5745
 AD5745                          STATION RECOVERY (1994)
 AD5745
 AD5745'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5745'RECOVERED IN GOOD CONDITION.
 AD5745
 AD5745                          STATION RECOVERY (1995)
 AD5745
 AD5745'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5745'RECOVERED IN GOOD CONDITION.
 AD5745
 AD5745                          STATION RECOVERY (2002)
 AD5745
 AD5745'RECOVERY NOTE BY US POWER SQUADRON 2002 (AEP)
 AD5745'WATERWAY MARINA HAS CHANGED TO PGA MARINA.
 AD5745'
 AD5745
 AD5745                          STATION RECOVERY (2003)
 AD5745
 AD5745'RECOVERY NOTE BY US POWER SQUADRON 2003 (AEP)
 AD5745'RECOVERED IN GOOD CONDITION.
 AD5745
 AD5745                          STATION RECOVERY (2004)
 AD5745
 AD5745'RECOVERY NOTE BY US POWER SQUADRON 2004 (AEP)
 AD5745'SEAWALL COMPLETELY REBUILT IN 2003.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5625 ***********************************************************************
 AD5625  DESIGNATION -  872 2551 TIDAL 1
 AD5625  PID         -  AD5625
 AD5625  STATE/COUNTY-  FL/GLADES
 AD5625  COUNTRY     -  US
 AD5625  USGS QUAD   -  MOORE HAVEN (2018)
 AD5625
 AD5625                         *CURRENT SURVEY CONTROL
 AD5625  ______________________________________________________________________
 AD5625* NAD 83(1986) POSITION- 26 49 57.48   (N) 081 05 21.36   (W)   HD_HELD1
 AD5625* NAVD 88 ORTHO HEIGHT -     5.777 (meters)       18.95  (feet) ADJUSTED
 AD5625  ______________________________________________________________________
 AD5625  GEOID HEIGHT    -        -24.686 (meters)                     GEOID18
 AD5625  DYNAMIC HEIGHT  -          5.769 (meters)       18.93  (feet) COMP
 AD5625  MODELED GRAVITY -    979,119.8   (mgal)                       NAVD 88
 AD5625
 AD5625  VERT ORDER      -  SECOND    CLASS 0
 AD5625
 AD5625.The horizontal coordinates were determined by differentially corrected
 AD5625.hand held GPS observations or other comparable positioning techniques
 AD5625.and have an estimated accuracy of +/- 3 meters.
 AD5625
 AD5625.The orthometric height was determined by differential leveling and
 AD5625.adjusted by the NATIONAL GEODETIC SURVEY
 AD5625.in June 1991.
 AD5625
 AD5625.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5625.GEOID18 height accuracy estimate available here.
 AD5625
 AD5625.Click photographs - Photos may exist for this station.
 AD5625
 AD5625.The dynamic height is computed by dividing the NAVD 88
 AD5625.geopotential number by the normal gravity value computed on the
 AD5625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5625.degrees latitude (g = 980.6199 gals.).
 AD5625
 AD5625.The modeled gravity was interpolated from observed gravity values.
 AD5625
 AD5625;                    North         East    Units  Estimated Accuracy
 AD5625;SPC FL E     -   276,863.7     191,127.3     MT  (+/- 3 meters HH1 GPS) 
 AD5625
 AD5625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK9113067901(NAD 83)
 AD5625
 AD5625                          SUPERSEDED SURVEY CONTROL
 AD5625
 AD5625  NGVD 29 (??/??/92)    6.134  (m)           20.12   (f) ADJ UNCH    2 0
 AD5625
 AD5625.Superseded values are not recommended for survey control.
 AD5625
 AD5625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5625.See file dsdata.pdf to determine how the superseded data were derived.
 AD5625
 AD5625_MARKER: DB = BENCH MARK DISK
 AD5625_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5625_SP_SET: BULKHEAD
 AD5625_STAMPING: NO. 1 1925
 AD5625_MARK LOGO: CGS
 AD5625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5625+STABILITY: SURFACE MOTION
 AD5625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5625+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2025
 AD5625
 AD5625  HISTORY     - Date     Condition        Report By
 AD5625  HISTORY     - 1925     MONUMENTED       CGS
 AD5625  HISTORY     - 1942     GOOD             CGS
 AD5625  HISTORY     - 1952     GOOD             CGS
 AD5625  HISTORY     - 19920327 MARK NOT FOUND   NGS
 AD5625  HISTORY     - 20030123 GOOD             USPSQD
 AD5625  HISTORY     - 20130605 GOOD             BAKER
 AD5625  HISTORY     - 20140809 GOOD             GEOCAC
 AD5625  HISTORY     - 20150106 GOOD             USGS
 AD5625  HISTORY     - 20150307 GOOD             GEOCAC
 AD5625  HISTORY     - 20251015 GOOD             GEOCAC
 AD5625
 AD5625                          STATION DESCRIPTION
 AD5625
 AD5625'DESCRIBED BY COAST AND GEODETIC SURVEY 1942
 AD5625'AT MOORE HAVEN.
 AD5625'AT MOORE HAVEN, GLADES COUNTY, AT THE THREE MILE CANAL ENTRANCE
 AD5625'INTO LAKE OKEECHOBEE, ON THE WEST WALL OF THE OLD LOCKS, 700
 AD5625'METERS SOUTH OF THE NEW LOCKS, AT THE FOOT OF MAIN STREET, IN
 AD5625'THE TOP OF THE WEST WALL OF THE LOCK, 5.5 FEET SOUTH OF THE
 AD5625'NORTH END, 1.7 FEET WEST OF THE FACE, 0.4 FOOT NORTH OF A GAGING
 AD5625'HOUSE, AND COUNTERSUNK SLIGHTLY BELOW THE SURFACE OF THE CONCRETE.
 AD5625'A STANDARD DISK, STAMPED NO 1 1925.  NOTE - IT WAS REPORTED IN
 AD5625'NOV. 1942 THAT THE PROPER NAME OF THE CANAL IS CALOOSAHATCHEE
 AD5625'CANAL.
 AD5625
 AD5625                          STATION RECOVERY (1952)
 AD5625
 AD5625'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 AD5625'RECOVERED IN GOOD CONDITION.
 AD5625
 AD5625                          STATION RECOVERY (1992)
 AD5625
 AD5625'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD5625'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD5625
 AD5625                          STATION RECOVERY (2003)
 AD5625
 AD5625'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT)
 AD5625'RECOVERED IN GOOD CONDITION.
 AD5625
 AD5625                          STATION RECOVERY (2013)
 AD5625
 AD5625'RECOVERY NOTE BY M BAKER JR INCORPORATED 2013 (SJC)
 AD5625'RECOVERED IN GOOD CONDITION.
 AD5625
 AD5625                          STATION RECOVERY (2014)
 AD5625
 AD5625'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 AD5625'RECOVERED IN GOOD CONDITION.
 AD5625
 AD5625                          STATION RECOVERY (2015)
 AD5625
 AD5625'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2015 (RDH)
 AD5625'RECOVERED IN GOOD CONDITION.
 AD5625
 AD5625                          STATION RECOVERY (2015)
 AD5625
 AD5625'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AD5625'RECOVERED IN GOOD CONDITION.
 AD5625
 AD5625                          STATION RECOVERY (2025)
 AD5625
 AD5625'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD5625'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 27 AND FIFTH STREET AT THE
 AD5625'GLADES COUNTY COURTHOUSE IN MOORE HAVEN, GO SOUTH FOR ABOUT 300 FT
 AD5625'(91.4 M) ON FIFTH STREET TO A CROSSROAD.  TURN LEFT ON AVENUE J AND GO
 AD5625'0.45 MI (0.72 KM) EAST TO RIVERSIDE DRIVE AND THE MARK IN THE TOP OF
 AD5625'THE WALL OF THE OLD CANAL LOCK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5788 ***********************************************************************
 AD5788  DESIGNATION -  872 2588 F TIDAL
 AD5788  PID         -  AD5788
 AD5788  STATE/COUNTY-  FL/PALM BEACH
 AD5788  COUNTRY     -  US
 AD5788  USGS QUAD   -  RIVIERA BEACH (2018)
 AD5788
 AD5788                         *CURRENT SURVEY CONTROL
 AD5788  ______________________________________________________________________
 AD5788* NAD 83(1986) POSITION- 26 46 06.     (N) 080 03 14.     (W)   SCALED
 AD5788* NAVD 88 ORTHO HEIGHT -     2.238 (meters)        7.34  (feet) ADJUSTED
 AD5788  ______________________________________________________________________
 AD5788  GEOID HEIGHT    -        -26.731 (meters)                     GEOID18
 AD5788  DYNAMIC HEIGHT  -          2.235 (meters)        7.33  (feet) COMP
 AD5788  MODELED GRAVITY -    979,115.2   (mgal)                       NAVD 88
 AD5788
 AD5788  VERT ORDER      -  SECOND    CLASS I
 AD5788
 AD5788.The horizontal coordinates were scaled from a map and have
 AD5788.an estimated accuracy of +/- 6 seconds.
 AD5788
 AD5788.The orthometric height was determined by differential leveling and
 AD5788.adjusted by the NATIONAL GEODETIC SURVEY
 AD5788.in June 1991.
 AD5788
 AD5788.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5788.GEOID18 height accuracy estimate available here.
 AD5788
 AD5788.Click photographs - Photos may exist for this station.
 AD5788
 AD5788.The dynamic height is computed by dividing the NAVD 88
 AD5788.geopotential number by the normal gravity value computed on the
 AD5788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5788.degrees latitude (g = 980.6199 gals.).
 AD5788
 AD5788.The modeled gravity was interpolated from observed gravity values.
 AD5788
 AD5788;                    North         East    Units  Estimated Accuracy
 AD5788;SPC FL E     -   270,090.      294,100.      MT  (+/- 180 meters Scaled)
 AD5788
 AD5788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK940611(NAD 83)
 AD5788
 AD5788                          SUPERSEDED SURVEY CONTROL
 AD5788
 AD5788  NGVD 29 (09/01/92)    2.709  (m)            8.89   (f) ADJUSTED    2 1
 AD5788
 AD5788.Superseded values are not recommended for survey control.
 AD5788
 AD5788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5788.See file dsdata.pdf to determine how the superseded data were derived.
 AD5788
 AD5788_MARKER: DB = BENCH MARK DISK
 AD5788_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5788_SP_SET: CONCRETE FOUNDATION
 AD5788_STAMPING: 2588 F BSM 1981
 AD5788_MARK LOGO: FLDNR
 AD5788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5788
 AD5788  HISTORY     - Date     Condition        Report By
 AD5788  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5788  HISTORY     - 1989     GOOD             USPSQD
 AD5788  HISTORY     - 19940726 GOOD             USPSQD
 AD5788  HISTORY     - 19950310 GOOD             USPSQD
 AD5788  HISTORY     - 20250106 MARK NOT FOUND   GEOCAC
 AD5788
 AD5788                          STATION DESCRIPTION
 AD5788
 AD5788'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5788'0.55 MI NE FROM RIVIERA BEACH.
 AD5788'BEGIN AT THE ENTRANCE TO FLA. POWER AND LIGHT COMPANY RIVIERA
 AD5788'ELECTRICAL POWER PLANT IN S. RIVIERA BEACH, GO N. 0.35 MILE
 AD5788'ALONG U.S. HWY 1 (BROADWAY) TO THE JUNCTION OF PORT ROAD WHICH IS
 AD5788'AN EXTENSION OF W. 8TH STREET (SR 710), GO E. 0.2 MILE ALONG
 AD5788'PORT ROAD TO THE PALM BEACH PORT AUTHORITY AND THE LOCATION OF THE
 AD5788'MARK.  THE MARK BEARS 19.6 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST
 AD5788'CORNER OF THE PORT OF PALM BEACH SCALE BLDG, 31.0 FEET E. OF THE
 AD5788'CENTERLINE OF THE 1ST SOUTHBOUND ROAD EAST OF THE GUARDHOUSE, 107.1
 AD5788'FEET SOUTHWEST OF THE SOUTHEAST CORNER OF BLDG H/85, AND IS SET
 AD5788'FLUSH IN THE SOUTHEAST CORNER OF THE CONCRETE APRON AROUND THE
 AD5788'PORT OF PALM BEACH PUBLIC SCALE.
 AD5788
 AD5788                          STATION RECOVERY (1989)
 AD5788
 AD5788'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5788'RECOVERED IN GOOD CONDITION.
 AD5788
 AD5788                          STATION RECOVERY (1994)
 AD5788
 AD5788'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5788'RECOVERED IN GOOD CONDITION.
 AD5788
 AD5788                          STATION RECOVERY (1995)
 AD5788
 AD5788'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5788'RECOVERED IN GOOD CONDITION.
 AD5788
 AD5788                          STATION RECOVERY (2025)
 AD5788
 AD5788'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD5788'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5787 ***********************************************************************
 AD5787  DESIGNATION -  872 2588 G TIDAL FLDNR
 AD5787  PID         -  AD5787
 AD5787  STATE/COUNTY-  FL/PALM BEACH
 AD5787  COUNTRY     -  US
 AD5787  USGS QUAD   -  RIVIERA BEACH (2018)
 AD5787
 AD5787                         *CURRENT SURVEY CONTROL
 AD5787  ______________________________________________________________________
 AD5787* NAD 83(1986) POSITION- 26 46 06.     (N) 080 03 14.     (W)   SCALED
 AD5787* NAVD 88 ORTHO HEIGHT -     2.139 (meters)        7.02  (feet) ADJUSTED
 AD5787  ______________________________________________________________________
 AD5787  GEOID HEIGHT    -        -26.731 (meters)                     GEOID18
 AD5787  DYNAMIC HEIGHT  -          2.136 (meters)        7.01  (feet) COMP
 AD5787  MODELED GRAVITY -    979,115.2   (mgal)                       NAVD 88
 AD5787
 AD5787  VERT ORDER      -  SECOND    CLASS I
 AD5787
 AD5787.The horizontal coordinates were scaled from a map and have
 AD5787.an estimated accuracy of +/- 6 seconds.
 AD5787
 AD5787.The orthometric height was determined by differential leveling and
 AD5787.adjusted by the NATIONAL GEODETIC SURVEY
 AD5787.in June 1991.
 AD5787
 AD5787.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5787.GEOID18 height accuracy estimate available here.
 AD5787
 AD5787.Click photographs - Photos may exist for this station.
 AD5787
 AD5787.The dynamic height is computed by dividing the NAVD 88
 AD5787.geopotential number by the normal gravity value computed on the
 AD5787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5787.degrees latitude (g = 980.6199 gals.).
 AD5787
 AD5787.The modeled gravity was interpolated from observed gravity values.
 AD5787
 AD5787;                    North         East    Units  Estimated Accuracy
 AD5787;SPC FL E     -   270,090.      294,100.      MT  (+/- 180 meters Scaled)
 AD5787
 AD5787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK940611(NAD 83)
 AD5787
 AD5787                          SUPERSEDED SURVEY CONTROL
 AD5787
 AD5787  NGVD 29 (09/01/92)    2.610  (m)            8.56   (f) ADJUSTED    2 1
 AD5787
 AD5787.Superseded values are not recommended for survey control.
 AD5787
 AD5787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5787.See file dsdata.pdf to determine how the superseded data were derived.
 AD5787
 AD5787_MARKER: DB = BENCH MARK DISK
 AD5787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5787_STAMPING: 2588 G BSM 1981
 AD5787_MARK LOGO: FLDNR
 AD5787_PROJECTION: FLUSH
 AD5787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5787+STABILITY: SURFACE MOTION
 AD5787
 AD5787  HISTORY     - Date     Condition        Report By
 AD5787  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5787  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5787  HISTORY     - 19940726 MARK NOT FOUND   USPSQD
 AD5787  HISTORY     - 19950310 MARK NOT FOUND   USPSQD
 AD5787
 AD5787                          STATION DESCRIPTION
 AD5787
 AD5787'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5787'0.55 MI NE FROM RIVIERA BEACH.
 AD5787'BEGIN AT THE ENTRANCE TO FLA. POWER AND LIGHT COMPANY RIVIERA
 AD5787'ELECTRICAL POWER PLANT IN SOUTH RIVIERA BEACH, GO N. 0.35 MILE
 AD5787'ALONG U.S. HWY 1 (BROADWAY) TO THE JUNCTION OF PORT ROAD WHICH IS
 AD5787'AN EXTENSION OF W. 8TH STREET(SR 710), GO E. 0.2 MILE ALONG
 AD5787'PORT ROAD TO THE PALM BEACH PORT AUTHORITY AND THE LOCATION OF THE
 AD5787'MARK.  THE MARK BEARS 28.0 FEET SOUTH OF THE CENTERLINE OF PORT ROAD,
 AD5787'31.8 FEET W. OF THE CENTERLINE OF THE 1ST SOUTHBOUND ROAD E. OF
 AD5787'THE GUARD HOUSE, 190 FEET EAST OF THE SE. CORNER OF THE
 AD5787'GUARD HOUSE, 56.0 FEET EAST-NORTHEAST OF THE EASTERNMOST FENCE POST
 AD5787'OF AN 8 FOOT HIGH CHAIN LINK FENCE, AND 73.7 FEET WEST-NORTHWEST
 AD5787'OF THE NORTHWEST CORNER OF BUILDING H/85.
 AD5787
 AD5787                          STATION RECOVERY (1989)
 AD5787
 AD5787'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5787'MARK NOT FOUND.
 AD5787
 AD5787                          STATION RECOVERY (1994)
 AD5787
 AD5787'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5787'MARK NOT FOUND.
 AD5787
 AD5787                          STATION RECOVERY (1995)
 AD5787
 AD5787'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5787'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5786 ***********************************************************************
 AD5786  DESIGNATION -  872 2588 H TIDAL FLDNR
 AD5786  PID         -  AD5786
 AD5786  STATE/COUNTY-  FL/PALM BEACH
 AD5786  COUNTRY     -  US
 AD5786  USGS QUAD   -  RIVIERA BEACH (2018)
 AD5786
 AD5786                         *CURRENT SURVEY CONTROL
 AD5786  ______________________________________________________________________
 AD5786* NAD 83(1986) POSITION- 26 46 06.     (N) 080 03 14.     (W)   SCALED
 AD5786* NAVD 88 ORTHO HEIGHT -     2.377 (meters)        7.80  (feet) ADJUSTED
 AD5786  ______________________________________________________________________
 AD5786  GEOID HEIGHT    -        -26.731 (meters)                     GEOID18
 AD5786  DYNAMIC HEIGHT  -          2.373 (meters)        7.79  (feet) COMP
 AD5786  MODELED GRAVITY -    979,115.2   (mgal)                       NAVD 88
 AD5786
 AD5786  VERT ORDER      -  SECOND    CLASS I
 AD5786
 AD5786.The horizontal coordinates were scaled from a map and have
 AD5786.an estimated accuracy of +/- 6 seconds.
 AD5786
 AD5786.The orthometric height was determined by differential leveling and
 AD5786.adjusted by the NATIONAL GEODETIC SURVEY
 AD5786.in June 1991.
 AD5786
 AD5786.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5786.GEOID18 height accuracy estimate available here.
 AD5786
 AD5786.Click photographs - Photos may exist for this station.
 AD5786
 AD5786.The dynamic height is computed by dividing the NAVD 88
 AD5786.geopotential number by the normal gravity value computed on the
 AD5786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5786.degrees latitude (g = 980.6199 gals.).
 AD5786
 AD5786.The modeled gravity was interpolated from observed gravity values.
 AD5786
 AD5786;                    North         East    Units  Estimated Accuracy
 AD5786;SPC FL E     -   270,090.      294,100.      MT  (+/- 180 meters Scaled)
 AD5786
 AD5786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK940611(NAD 83)
 AD5786
 AD5786                          SUPERSEDED SURVEY CONTROL
 AD5786
 AD5786  NGVD 29 (09/01/92)    2.847  (m)            9.34   (f) ADJUSTED    2 1
 AD5786
 AD5786.Superseded values are not recommended for survey control.
 AD5786
 AD5786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5786.See file dsdata.pdf to determine how the superseded data were derived.
 AD5786
 AD5786_MARKER: DB = BENCH MARK DISK
 AD5786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5786_STAMPING: 2588 H BSM 1981
 AD5786_MARK LOGO: FLDNR
 AD5786_PROJECTION: FLUSH
 AD5786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5786+STABILITY: SURFACE MOTION
 AD5786
 AD5786  HISTORY     - Date     Condition        Report By
 AD5786  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5786  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5786  HISTORY     - 19940726 MARK NOT FOUND   USPSQD
 AD5786  HISTORY     - 19950310 MARK NOT FOUND   USPSQD
 AD5786
 AD5786                          STATION DESCRIPTION
 AD5786
 AD5786'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5786'0.55 MI NE FROM RIVIERA BEACH.
 AD5786'BEGIN AT THE ENTRANCE TO FLORIDA POWER AND LIGHT COMPANY RIVIERA
 AD5786'ELECTRICAL POWER PLANT IN SOUTH RIVIERA BEACH.  GO NORTH 0.35 MILE
 AD5786'ALONG U.S. HWY 1 (BROADWAY) TO THE JUNCTION OF PORT ROAD WHICH IS
 AD5786'AN EXTENSION OF W. 8TH STREET(SR 710) GO EAST O.2 MILE ALONG
 AD5786'PORT ROAD TO THE PALM BEACH PORT AUTHORITY AND THE LOCATION  OF THE
 AD5786'MARK.  THE MARK BEARS 24.2 FEET SOUTH OF THE CENTERLINE OF PORT ROAD,
 AD5786'ABOUT 335 FEET E. OF THE CENTERLINE OF U.S. HWY 1, ABOUT 216
 AD5786'FEET W. OF THE NW CORNER OF THE GUARDHOUSE, 1.3 FEET NORTH OF
 AD5786'A CHAIN LINK FENCE, 108.0 FEET S. OF THE SOUTHWEST CORNER OF THE
 AD5786'HEAVY LIFT SERVICES INC. BUILDING, AND 52.0 FEET SOUTH SOUTHWEST OF
 AD5786'A FIRE HYDRANT.
 AD5786
 AD5786                          STATION RECOVERY (1989)
 AD5786
 AD5786'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5786'MARK NOT FOUND.
 AD5786
 AD5786                          STATION RECOVERY (1994)
 AD5786
 AD5786'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5786'MARK NOT FOUND.
 AD5786
 AD5786                          STATION RECOVERY (1995)
 AD5786
 AD5786'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5786'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK4158 ***********************************************************************
 DK4158  TIDAL BM    -  This is a Tidal Bench Mark.
 DK4158  DESIGNATION -  872 2588 J TIDAL
 DK4158  PID         -  DK4158
 DK4158  STATE/COUNTY-  FL/PALM BEACH
 DK4158  COUNTRY     -  US
 DK4158  USGS QUAD   -  RIVIERA BEACH (2018)
 DK4158
 DK4158                         *CURRENT SURVEY CONTROL
 DK4158  ______________________________________________________________________
 DK4158* NAD 83(1986) POSITION- 26 46 15.9    (N) 080 03 08.1    (W)   HD_HELD2
 DK4158* NAVD 88 ORTHO HEIGHT -     1.943 (meters)        6.37  (feet) ADJUSTED
 DK4158  ______________________________________________________________________
 DK4158  GEOID HEIGHT    -        -26.750 (meters)                     GEOID18
 DK4158  DYNAMIC HEIGHT  -          1.940 (meters)        6.36  (feet) COMP
 DK4158  MODELED GRAVITY -    979,114.5   (mgal)                       NAVD 88
 DK4158
 DK4158  VERT ORDER      -  SECOND    CLASS I
 DK4158
 DK4158.The horizontal coordinates were established by autonomous hand held GPS
 DK4158.observations and have an estimated accuracy of +/- 10 meters.
 DK4158
 DK4158.The orthometric height was determined by differential leveling and
 DK4158.adjusted by the NATIONAL GEODETIC SURVEY
 DK4158.in May 2010.
 DK4158
 DK4158.No vertical observational check was made to the station.
 DK4158
 DK4158.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4158.GEOID18 height accuracy estimate available here.
 DK4158
 DK4158.This Tidal Bench Mark is designated as VM 18638
 DK4158.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK4158
 DK4158.Click photographs - Photos may exist for this station.
 DK4158
 DK4158.The dynamic height is computed by dividing the NAVD 88
 DK4158.geopotential number by the normal gravity value computed on the
 DK4158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4158.degrees latitude (g = 980.6199 gals.).
 DK4158
 DK4158.The modeled gravity was interpolated from observed gravity values.
 DK4158
 DK4158;                    North         East    Units  Estimated Accuracy
 DK4158;SPC FL E     -   270,392.      294,256.      MT  (+/- 10 meters HH2 GPS)
 DK4158
 DK4158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9422361432(NAD 83)
 DK4158
 DK4158                          SUPERSEDED SURVEY CONTROL
 DK4158
 DK4158.No superseded survey control is available for this station.
 DK4158
 DK4158_MARKER: DD = SURVEY DISK
 DK4158_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DK4158+WITH SETTING: PAVEMENT
 DK4158_SP_SET: FLAGPOLE BASE
 DK4158_STAMPING: 2588 J 2006
 DK4158_MARK LOGO: FLDEP
 DK4158_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4158+STABILITY: SURFACE MOTION
 DK4158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4158+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2025
 DK4158
 DK4158  HISTORY     - Date     Condition        Report By
 DK4158  HISTORY     - 20060806 MONUMENTED       FLDEP
 DK4158  HISTORY     - 20250106 GOOD             GEOCAC
 DK4158
 DK4158                          STATION DESCRIPTION
 DK4158
 DK4158'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DK4158'THE MARK IS IN RIVIERA BEACH, IN SECTION 33, TOWNSHIP 42 SOUTH, RANGE
 DK4158'43 EAST.
 DK4158'
 DK4158'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 AND STATE
 DK4158'HIGHWAY 708 (BLUE HERON AVENUE) IN RIVIERA BEACH, GO EAST ON STATE
 DK4158'HIGHWAY 708 (BLUE HERON AVENUE) FOR 2.75 MI (4.4 KM) TO THE
 DK4158'INTERSECTION OF U.S. HIGHWAY 1 (BROADWAY), TURN RIGHT ON U.S. HIGHWAY
 DK4158'1 (BROADWAY) AND GO SOUTH FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF
 DK4158'11TH STREET (THE FIRST INTERSECTION NORTH OF THE L.E.  BUIE MEMORIAL
 DK4158'BRIDGE), TURN LEFT ON EAST 11TH STREET AND GO EAST-SOUTHEAST FOR 0.1
 DK4158'MI (0.2 KM) TO THE ENTRANCE GATE OF THE CRUISE SHIP TERMINAL, CONTINUE
 DK4158'PAST THE GATE 0.05 MI (0.1 KM) TO A SET OF THREE FLAGPOLES ON THE LEFT
 DK4158'AND THE MARK, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF THE CONCRETE
 DK4158'BASE OF THE MIDDLE FLAGPOLE (AMERICAN FLAG).
 DK4158'
 DK4158'LOCATED ABOUT 183.0 FT (55.8 M) NORTHEAST OF A FLDEP SURVEY DISK 2588
 DK4158'K 2006, 23.0 FT (7.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DK4158'ENTRANCE DRIVE INTO THE CRUISE SHIP TERMINAL PARKING AREA, 12.3 FT
 DK4158'(3.7 M) SOUTH-SOUTHWEST OF THE NORTHERNMOST FLAGPOLE (STATE FLAG),
 DK4158'11.0 FT (3.4 M) NORTHEAST OF THE WESTERNMOST FLAGPOLE (PORT OF WEST
 DK4158'PALM BEACH FLAG) AND 10.0 FT (3.0 M) NORTH-NORTHEAST OF A STOP SIGN.
 DK4158
 DK4158                          STATION RECOVERY (2025)
 DK4158
 DK4158'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DK4158'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK4159 ***********************************************************************
 DK4159  TIDAL BM    -  This is a Tidal Bench Mark.
 DK4159  DESIGNATION -  872 2588 K TIDAL
 DK4159  PID         -  DK4159
 DK4159  STATE/COUNTY-  FL/PALM BEACH
 DK4159  COUNTRY     -  US
 DK4159  USGS QUAD   -  RIVIERA BEACH (2018)
 DK4159
 DK4159                         *CURRENT SURVEY CONTROL
 DK4159  ______________________________________________________________________
 DK4159* NAD 83(1986) POSITION- 26 46 15.5    (N) 080 03 10.3    (W)   HD_HELD2
 DK4159* NAVD 88 ORTHO HEIGHT -     2.353 (meters)        7.72  (feet) ADJUSTED
 DK4159  ______________________________________________________________________
 DK4159  GEOID HEIGHT    -        -26.747 (meters)                     GEOID18
 DK4159  DYNAMIC HEIGHT  -          2.349 (meters)        7.71  (feet) COMP
 DK4159  MODELED GRAVITY -    979,114.6   (mgal)                       NAVD 88
 DK4159
 DK4159  VERT ORDER      -  SECOND    CLASS I
 DK4159
 DK4159.The horizontal coordinates were established by autonomous hand held GPS
 DK4159.observations and have an estimated accuracy of +/- 10 meters.
 DK4159
 DK4159.The orthometric height was determined by differential leveling and
 DK4159.adjusted by the NATIONAL GEODETIC SURVEY
 DK4159.in May 2010.
 DK4159
 DK4159.No vertical observational check was made to the station.
 DK4159
 DK4159.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4159.GEOID18 height accuracy estimate available here.
 DK4159
 DK4159.This Tidal Bench Mark is designated as VM 18639
 DK4159.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK4159
 DK4159.Click photographs - Photos may exist for this station.
 DK4159
 DK4159.The dynamic height is computed by dividing the NAVD 88
 DK4159.geopotential number by the normal gravity value computed on the
 DK4159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4159.degrees latitude (g = 980.6199 gals.).
 DK4159
 DK4159.The modeled gravity was interpolated from observed gravity values.
 DK4159
 DK4159;                    North         East    Units  Estimated Accuracy
 DK4159;SPC FL E     -   270,380.      294,195.      MT  (+/- 10 meters HH2 GPS)
 DK4159
 DK4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9416261419(NAD 83)
 DK4159
 DK4159                          SUPERSEDED SURVEY CONTROL
 DK4159
 DK4159.No superseded survey control is available for this station.
 DK4159
 DK4159_MARKER: DD = SURVEY DISK
 DK4159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4159_STAMPING: 2588 K 2006
 DK4159_MARK LOGO: FLDEP
 DK4159_PROJECTION: RECESSED 5 CENTIMETERS
 DK4159_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4159+STABILITY: SURFACE MOTION
 DK4159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4159+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2025
 DK4159
 DK4159  HISTORY     - Date     Condition        Report By
 DK4159  HISTORY     - 20060806 MONUMENTED       FLDEP
 DK4159  HISTORY     - 20250106 GOOD             GEOCAC
 DK4159
 DK4159                          STATION DESCRIPTION
 DK4159
 DK4159'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DK4159'THE MARK IS IN RIVIERA BEACH, IN SECTION 33, TOWNSHIP 42 SOUTH, RANGE
 DK4159'43 EAST.
 DK4159'
 DK4159'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 AND STATE
 DK4159'HIGHWAY 708 (BLUE HERON AVENUE) IN RIVIERA BEACH, GO EAST ON STATE
 DK4159'HIGHWAY 708 (BLUE HERON AVENUE) FOR 2.75 MI (4.4 KM) TO THE
 DK4159'INTERSECTION OF U.S. HIGHWAY 1 (BROADWAY), TURN RIGHT ON U.S. HIGHWAY
 DK4159'1 (BROADWAY) AND GO SOUTH FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF
 DK4159'11TH STREET (THE FIRST INTERSECTION NORTH OF THE L.E.  BUIE MEMORIAL
 DK4159'BRIDGE), TURN LEFT ON EAST 11TH STREET AND GO EAST-SOUTHEAST FOR 0.1
 DK4159'MI (0.2 KM) TO THE ENTRANCE GATE OF THE CRUISE SHIP TERMINAL, CONTINUE
 DK4159'PAST THE GATE FOR 75.0 FT (22.9 M) TO A GRASS MEDIAN AND THE MARK ON
 DK4159'THE RIGHT, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF A ROUND
 DK4159'CONCRETE MONUMENT.
 DK4159'
 DK4159'LOCATED ABOUT 183.0 FT (55.8 M) SOUTHWEST OF THE A FLDEP SURVEY MARK
 DK4159'2588 J 2006, 75.0 FT (22.9 M) EAST OF THE ENTRANCE GATE OF THE CRUISE
 DK4159'SHIP TERMINAL, 15.0 FT (4.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DK4159'THE ENTRANCE DRIVE INTO THE TERMINAL PARKING LOT, 15.0 FT (4.6 M)
 DK4159'NORTH OF THE APPROXIMATE CENTERLINE OF THE VALET PARKING DRIVE, 2.3 FT
 DK4159'(0.7 M) EAST OF THE CURB AT THE WEST END OF THE GRASS MEDIAN, 2.1 FT
 DK4159'(0.6 M) NORTH OF THE CURB ALONG THE SOUTH END OF THE GRASS MEDIAN, 2.0
 DK4159'FT (0.6 M) SOUTH OF THE CURB ALONG THE NORTH END OF THE GRASS MEDIAN
 DK4159'AND 0.9 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DK4159
 DK4159                          STATION RECOVERY (2025)
 DK4159
 DK4159'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DK4159'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK4155 ***********************************************************************
 DK4155  TIDAL BM    -  This is a Tidal Bench Mark.
 DK4155  DESIGNATION -  872 2588 L TIDAL
 DK4155  PID         -  DK4155
 DK4155  STATE/COUNTY-  FL/PALM BEACH
 DK4155  COUNTRY     -  US
 DK4155  USGS QUAD   -  RIVIERA BEACH (2018)
 DK4155
 DK4155                         *CURRENT SURVEY CONTROL
 DK4155  ______________________________________________________________________
 DK4155* NAD 83(1986) POSITION- 26 46 18.1    (N) 080 03 19.1    (W)   HD_HELD2
 DK4155* NAVD 88 ORTHO HEIGHT -     3.684 (meters)       12.09  (feet) ADJUSTED
 DK4155  ______________________________________________________________________
 DK4155  GEOID HEIGHT    -        -26.738 (meters)                     GEOID18
 DK4155  DYNAMIC HEIGHT  -          3.678 (meters)       12.07  (feet) COMP
 DK4155  MODELED GRAVITY -    979,114.7   (mgal)                       NAVD 88
 DK4155
 DK4155  VERT ORDER      -  SECOND    CLASS I
 DK4155
 DK4155.The horizontal coordinates were established by autonomous hand held GPS
 DK4155.observations and have an estimated accuracy of +/- 10 meters.
 DK4155
 DK4155.The orthometric height was determined by differential leveling and
 DK4155.adjusted by the NATIONAL GEODETIC SURVEY
 DK4155.in May 2010.
 DK4155
 DK4155.No vertical observational check was made to the station.
 DK4155
 DK4155.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4155.GEOID18 height accuracy estimate available here.
 DK4155
 DK4155.This Tidal Bench Mark is designated as VM 18848
 DK4155.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK4155
 DK4155.Click photographs - Photos may exist for this station.
 DK4155
 DK4155.The dynamic height is computed by dividing the NAVD 88
 DK4155.geopotential number by the normal gravity value computed on the
 DK4155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4155.degrees latitude (g = 980.6199 gals.).
 DK4155
 DK4155.The modeled gravity was interpolated from observed gravity values.
 DK4155
 DK4155;                    North         East    Units  Estimated Accuracy
 DK4155;SPC FL E     -   270,458.      293,951.      MT  (+/- 10 meters HH2 GPS)
 DK4155
 DK4155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9391961497(NAD 83)
 DK4155
 DK4155                          SUPERSEDED SURVEY CONTROL
 DK4155
 DK4155.No superseded survey control is available for this station.
 DK4155
 DK4155_MARKER: F = FLANGE-ENCASED ROD
 DK4155_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK4155_STAMPING: 2588 L 2006
 DK4155_MARK LOGO: NGS
 DK4155_PROJECTION: FLUSH
 DK4155_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK4155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK4155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4155+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2025
 DK4155_ROD/PIPE-DEPTH: 15.8 meters
 DK4155
 DK4155  HISTORY     - Date     Condition        Report By
 DK4155  HISTORY     - 20060806 MONUMENTED       FLDEP
 DK4155  HISTORY     - 20250106 GOOD             GEOCAC
 DK4155
 DK4155                          STATION DESCRIPTION
 DK4155
 DK4155'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DK4155'THE MARK IS IN RIVIERA BEACH, IN SECTION 33, TOWNSHIP 42 SOUTH, RANGE
 DK4155'43 EAST.
 DK4155'
 DK4155'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 AND STATE
 DK4155'HIGHWAY 708 (BLUE HERON AVENUE) IN RIVIERA BEACH, GO EAST ON STATE
 DK4155'HIGHWAY 708 (BLUE HERON AVENUE) FOR 2.75 MI (4.4 KM) TO THE
 DK4155'INTERSECTION OF U.S. HIGHWAY 1 (BROADWAY), TURN RIGHT ON U.S. HIGHWAY
 DK4155'1 (BROADWAY) AND GO SOUTH FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF
 DK4155'11TH STREET (THE FIRST INTERSECTION NORTH OF THE L.E.  BUIE MEMORIAL
 DK4155'BRIDGE) AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO
 DK4155'REFUSAL AT A DEPTH OF 52.0 FT (15.8 M) WITH A NGS LOGO CAP FLUSH WITH
 DK4155'THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF U.S. HIGHWAY 1
 DK4155'(BROADWAY), THE DATUM POINT IS RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL
 DK4155'OF THE NGS LOGO CAP.
 DK4155'
 DK4155'LOCATED ABOUT 162.0 FT (49.4 M) NORTHWEST OF A FLDEP SURVEY MARK 2588
 DK4155'M (8490.8 FT) 2006, 54.2 FT (16.5 M) NORTH OF THE L.E BUIE MEMORIAL
 DK4155'BRIDGE SIGN, 34.3 FT (10.5 M) WEST-NORTHWEST OF THE APPROXIMATE
 DK4155'CENTERLINE OF THE SOUTHBOUND LANES OF U.S. HIGHWAY 1 (BROADWAY), 24.0
 DK4155'FT (7.3 M) SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF 11TH
 DK4155'STREET, 11.7 FT (3.6 M) NORTH OF THE CENTER OF A 2.0 FT (0.6 M) FDOT
 DK4155'STORM SEWER MANHOLE COVER AND 3.0 FT (0.9 M) EAST-SOUTHEAST OF A
 DK4155'CARSONITE WITNESS POST AT THE BASE OF A STOP SIGN.
 DK4155'
 DK4155'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DK4155'
 DK4155'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DK4155'LOGO CAP.
 DK4155
 DK4155                          STATION RECOVERY (2025)
 DK4155
 DK4155'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DK4155'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK4156 ***********************************************************************
 DK4156  TIDAL BM    -  This is a Tidal Bench Mark.
 DK4156  DESIGNATION -  872 2588 M TIDAL
 DK4156  PID         -  DK4156
 DK4156  STATE/COUNTY-  FL/PALM BEACH
 DK4156  COUNTRY     -  US
 DK4156  USGS QUAD   -  RIVIERA BEACH (2018)
 DK4156
 DK4156                         *CURRENT SURVEY CONTROL
 DK4156  ______________________________________________________________________
 DK4156* NAD 83(1986) POSITION- 26 46 17.1    (N) 080 03 17.8    (W)   HD_HELD2
 DK4156* NAVD 88 ORTHO HEIGHT -     4.693 (meters)       15.40  (feet) ADJUSTED
 DK4156  ______________________________________________________________________
 DK4156  GEOID HEIGHT    -        -26.739 (meters)                     GEOID18
 DK4156  DYNAMIC HEIGHT  -          4.686 (meters)       15.37  (feet) COMP
 DK4156  MODELED GRAVITY -    979,114.8   (mgal)                       NAVD 88
 DK4156
 DK4156  VERT ORDER      -  SECOND    CLASS I
 DK4156
 DK4156.The horizontal coordinates were established by autonomous hand held GPS
 DK4156.observations and have an estimated accuracy of +/- 10 meters.
 DK4156
 DK4156.The orthometric height was determined by differential leveling and
 DK4156.adjusted by the NATIONAL GEODETIC SURVEY
 DK4156.in May 2010.
 DK4156
 DK4156.No vertical observational check was made to the station.
 DK4156
 DK4156.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4156.GEOID18 height accuracy estimate available here.
 DK4156
 DK4156.This Tidal Bench Mark is designated as VM 18847
 DK4156.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK4156
 DK4156.Click photographs - Photos may exist for this station.
 DK4156
 DK4156.The dynamic height is computed by dividing the NAVD 88
 DK4156.geopotential number by the normal gravity value computed on the
 DK4156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4156.degrees latitude (g = 980.6199 gals.).
 DK4156
 DK4156.The modeled gravity was interpolated from observed gravity values.
 DK4156
 DK4156;                    North         East    Units  Estimated Accuracy
 DK4156;SPC FL E     -   270,427.      293,987.      MT  (+/- 10 meters HH2 GPS)
 DK4156
 DK4156_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9395561466(NAD 83)
 DK4156
 DK4156                          SUPERSEDED SURVEY CONTROL
 DK4156
 DK4156.No superseded survey control is available for this station.
 DK4156
 DK4156_MARKER: DD = SURVEY DISK
 DK4156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4156_STAMPING: 2588 M 2006
 DK4156_MARK LOGO: FLDEP
 DK4156_PROJECTION: RECESSED 10 CENTIMETERS
 DK4156_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4156+STABILITY: SURFACE MOTION
 DK4156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4156+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2025
 DK4156
 DK4156  HISTORY     - Date     Condition        Report By
 DK4156  HISTORY     - 20060806 MONUMENTED       FLDEP
 DK4156  HISTORY     - 20250106 GOOD             GEOCAC
 DK4156
 DK4156                          STATION DESCRIPTION
 DK4156
 DK4156'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DK4156'THE MARK IS IN RIVIERA BEACH, IN SECTION 33, TOWNSHIP 42 SOUTH, RANGE
 DK4156'43 EAST.
 DK4156'
 DK4156'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 AND STATE
 DK4156'HIGHWAY 708 (BLUE HERON AVENUE) IN RIVIERA BEACH, GO EAST ON STATE
 DK4156'HIGHWAY 708 (BLUE HERON AVENUE) FOR 2.75 MI (4.4 KM) TO THE
 DK4156'INTERSECTION OF U.S. HIGHWAY 1 (BROADWAY), TURN RIGHT ON U.S. HIGHWAY
 DK4156'1 (BROADWAY) AND GO SOUTH FOR 0.8 MI (1.3 KM) TO THE INTERSECTION OF
 DK4156'11TH STREET (THE FIRST INTERSECTION NORTH OF THE L.E.  BUIE MEMORIAL
 DK4156'BRIDGE) AND THE MARK ON THE LEFT, A FLDEP SURVEY DISK SET FLUSH IN THE
 DK4156'TOP OF A ROUND CONCRETE MONUMENT LEVEL WITH U.S. HIGHWAY 1 NORTHBOUND
 DK4156'LANES.
 DK4156'
 DK4156'LOCATED ABOUT 162.0 FT (49.4 M) SOUTHEAST OF A NGS LOGO CAP STAMPED
 DK4156'2588 L 2006, 113.2 FT (34.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DK4156'11TH STREET, 45.2 FT (13.8 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DK4156'THE NORTHBOUND LANES OF U.S. HIGHWAY 1 (BROADWAY), 4.0 FT (1.2 M) EAST
 DK4156'OF THE EAST EDGE OF A 6.0 FT (1.8 M) CONCRETE SIDEWALK AND 2.0 FT (0.6
 DK4156'M) WEST OF A CARSONITE WITNESS POST DRIVEN NEXT TO A 3.0 FT (0.9 M)
 DK4156'CONCRETE WALL THAT BORDERS THE PARKING AREA FOR THE PORT OF PALM
 DK4156'BEACH.
 DK4156
 DK4156                          STATION RECOVERY (2025)
 DK4156
 DK4156'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DK4156'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK4157 ***********************************************************************
 DK4157  TIDAL BM    -  This is a Tidal Bench Mark.
 DK4157  DESIGNATION -  872 2588 N TIDAL
 DK4157  PID         -  DK4157
 DK4157  STATE/COUNTY-  FL/PALM BEACH
 DK4157  COUNTRY     -  US
 DK4157  USGS QUAD   -  RIVIERA BEACH (2018)
 DK4157
 DK4157                         *CURRENT SURVEY CONTROL
 DK4157  ______________________________________________________________________
 DK4157* NAD 83(1986) POSITION- 26 46 25.     (N) 080 03 18.     (W)   SCALED
 DK4157* NAVD 88 ORTHO HEIGHT -     3.270 (meters)       10.73  (feet) ADJUSTED
 DK4157  ______________________________________________________________________
 DK4157  GEOID HEIGHT    -        -26.748 (meters)                     GEOID18
 DK4157  DYNAMIC HEIGHT  -          3.265 (meters)       10.71  (feet) COMP
 DK4157  MODELED GRAVITY -    979,114.4   (mgal)                       NAVD 88
 DK4157
 DK4157  VERT ORDER      -  SECOND    CLASS I
 DK4157
 DK4157.The horizontal coordinates were scaled from a map and have
 DK4157.an estimated accuracy of +/- 6 seconds.
 DK4157
 DK4157.The orthometric height was determined by differential leveling and
 DK4157.adjusted by the NATIONAL GEODETIC SURVEY
 DK4157.in May 2010.
 DK4157
 DK4157.No vertical observational check was made to the station.
 DK4157
 DK4157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK4157.GEOID18 height accuracy estimate available here.
 DK4157
 DK4157.This Tidal Bench Mark is designated as VM 18845
 DK4157.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK4157
 DK4157.Click photographs - Photos may exist for this station.
 DK4157
 DK4157.The dynamic height is computed by dividing the NAVD 88
 DK4157.geopotential number by the normal gravity value computed on the
 DK4157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK4157.degrees latitude (g = 980.6199 gals.).
 DK4157
 DK4157.The modeled gravity was interpolated from observed gravity values.
 DK4157
 DK4157;                    North         East    Units  Estimated Accuracy
 DK4157;SPC FL E     -   270,670.      293,980.      MT  (+/- 180 meters Scaled)
 DK4157
 DK4157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK939617(NAD 83)
 DK4157
 DK4157                          SUPERSEDED SURVEY CONTROL
 DK4157
 DK4157.No superseded survey control is available for this station.
 DK4157
 DK4157_MARKER: DD = SURVEY DISK
 DK4157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK4157_STAMPING: 2588 N 2006
 DK4157_MARK LOGO: FLDEP
 DK4157_PROJECTION: RECESSED 5 CENTIMETERS
 DK4157_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK4157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK4157+STABILITY: SURFACE MOTION
 DK4157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK4157+SATELLITE: SATELLITE OBSERVATIONS - August 06, 2006
 DK4157
 DK4157  HISTORY     - Date     Condition        Report By
 DK4157  HISTORY     - 20060806 MONUMENTED       FLDEP
 DK4157  HISTORY     - 20250106 MARK NOT FOUND   GEOCAC
 DK4157
 DK4157                          STATION DESCRIPTION
 DK4157
 DK4157'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DK4157'THE MARK IS IN RIVIERA BEACH, IN SECTION 33, TOWNSHIP 42 SOUTH, RANGE
 DK4157'43 EAST.
 DK4157'
 DK4157'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 AND STATE
 DK4157'HIGHWAY 708 (BLUE HERON AVENUE) IN RIVIERA BEACH, GO EAST ON STATE
 DK4157'HIGHWAY 708 (BLUE HERON AVENUE) FOR 2.75 MI (4.4 KM) TO THE
 DK4157'INTERSECTION OF U.S. HIGHWAY 1 (BROADWAY), TURN RIGHT ON U.S. HIGHWAY
 DK4157'1 (BROADWAY) AND GO SOUTH FOR 0.65 MI (1.0 KM) TO THE INTERSECTION OF
 DK4157'13TH STREET AND THE MARK ON THE RIGHT, A FLDEP SURVEY DISK SET FLUSH
 DK4157'IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.2 FT (0.1 M) BELOW THE
 DK4157'LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF U.S. HIGHWAY
 DK4157'1.
 DK4157'
 DK4157'LOCATED 77.5 FT (23.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF WEST
 DK4157'13TH STREET, 42.0 FT (12.8 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DK4157'U.S. HIGHWAY 1 (BROADWAY), 19.4 FT (5.9 M) SOUTHEAST OF A PEDESTRIAN
 DK4157'CROSSING SIGNAL POST, 0.9 FT (0.3 M) WEST OF THE WEST EDGE OF AN 8.0
 DK4157'FT (2.4 M) CONCRETE SIDEWALK AND 0.9 FT (0.3 M) EAST OF A CARSONITE
 DK4157'WITNESS POST.
 DK4157
 DK4157                          STATION RECOVERY (2025)
 DK4157
 DK4157'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DK4157'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5900 ***********************************************************************
 AD5900  DESIGNATION -  872 2588 TIDAL 1
 AD5900  PID         -  AD5900
 AD5900  STATE/COUNTY-  FL/PALM BEACH
 AD5900  COUNTRY     -  US
 AD5900  USGS QUAD   -  RIVIERA BEACH (2018)
 AD5900
 AD5900                         *CURRENT SURVEY CONTROL
 AD5900  ______________________________________________________________________
 AD5900* NAD 83(1986) POSITION- 26 46 05.     (N) 080 03 03.     (W)   SCALED
 AD5900* NAVD 88 ORTHO HEIGHT -     1.83  (meters)        6.0   (feet) RESET
 AD5900  ______________________________________________________________________
 AD5900  GEOID HEIGHT    -        -26.745 (meters)                     GEOID18
 AD5900  VERT ORDER      -  THIRD
 AD5900
 AD5900.The horizontal coordinates were scaled from a map and have
 AD5900.an estimated accuracy of +/- 6 seconds.
 AD5900
 AD5900.The orthometric height was computed from unverified reset data.
 AD5900
 AD5900.No vertical observational check was made to the station.
 AD5900
 AD5900.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5900.GEOID18 height accuracy estimate available here.
 AD5900
 AD5900.Click photographs - Photos may exist for this station.
 AD5900
 AD5900;                    North         East    Units  Estimated Accuracy
 AD5900;SPC FL E     -   270,060.      294,400.      MT  (+/- 180 meters Scaled)
 AD5900
 AD5900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK943610(NAD 83)
 AD5900
 AD5900                          SUPERSEDED SURVEY CONTROL
 AD5900
 AD5900  NGVD 29 (01/31/13)    2.34   (m)            7.7    (f) RESET       3  
 AD5900
 AD5900.Superseded values are not recommended for survey control.
 AD5900
 AD5900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5900.See file dsdata.pdf to determine how the superseded data were derived.
 AD5900
 AD5900_MARKER: DV = VERTICAL CONTROL DISK
 AD5900_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5900_SP_SET: PLATFORM
 AD5900_STAMPING: NO 1 RESET 1983
 AD5900_MARK LOGO: NGS
 AD5900_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5900
 AD5900  HISTORY     - Date     Condition        Report By
 AD5900  HISTORY     - 1983     MONUMENTED       NGS
 AD5900  HISTORY     - 20250106 MARK NOT FOUND   GEOCAC
 AD5900
 AD5900                          STATION DESCRIPTION
 AD5900
 AD5900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AD5900'IN RIVIERA BEACH.
 AD5900'0.1 MILE EAST ALONG PORT ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY
 AD5900'1 (BROADWAY) AND STATE HIGHWAY 710 (8TH STREET) IN RIVIERA BEACH
 AD5900'TO GUARD GATE, THENCE EAST ALONG PORT ROAD FOR 0.15 MILE TO DOCK
 AD5900'AND SEAWALL, 33.0 FEET SOUTH OF CENTER OF PORT ROAD, 43.0 FEET
 AD5900'WEST OF THE CONCRETE SEAWALL, 38.0 FEET NORTH OF THE NORTHEAST
 AD5900'CORNER OF THE PORT OF PALM BEACH HOME OF WEST INDIA LINE WAREHOUSE
 AD5900'BUILDING, AND IN THE CENTER OF AN 18 BY 18 FOOT CONCRETE FOUNDATION
 AD5900'FOR A LOADING PLATFORM.
 AD5900'THE MARK IS 0.4 FT ABOVE DOCK FLOOR.
 AD5900
 AD5900                          STATION RECOVERY (2025)
 AD5900
 AD5900'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD5900'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5901 ***********************************************************************
 AD5901  DESIGNATION -  872 2588 TIDAL 2
 AD5901  PID         -  AD5901
 AD5901  STATE/COUNTY-  FL/PALM BEACH
 AD5901  COUNTRY     -  US
 AD5901  USGS QUAD   -  RIVIERA BEACH (2018)
 AD5901
 AD5901                         *CURRENT SURVEY CONTROL
 AD5901  ______________________________________________________________________
 AD5901* NAD 83(1986) POSITION- 26 46 05.     (N) 080 03 04.     (W)   SCALED
 AD5901* NAVD 88 ORTHO HEIGHT -     1.68  (meters)        5.5   (feet) RESET
 AD5901  ______________________________________________________________________
 AD5901  GEOID HEIGHT    -        -26.743 (meters)                     GEOID18
 AD5901  VERT ORDER      -  THIRD
 AD5901
 AD5901.The horizontal coordinates were scaled from a map and have
 AD5901.an estimated accuracy of +/- 6 seconds.
 AD5901
 AD5901.The orthometric height was computed from unverified reset data.
 AD5901
 AD5901.No vertical observational check was made to the station.
 AD5901
 AD5901.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5901.GEOID18 height accuracy estimate available here.
 AD5901
 AD5901.Click photographs - Photos may exist for this station.
 AD5901
 AD5901;                    North         East    Units  Estimated Accuracy
 AD5901;SPC FL E     -   270,060.      294,370.      MT  (+/- 180 meters Scaled)
 AD5901
 AD5901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK943610(NAD 83)
 AD5901
 AD5901                          SUPERSEDED SURVEY CONTROL
 AD5901
 AD5901  NGVD 29 (01/31/13)    2.20   (m)            7.2    (f) RESET       3  
 AD5901
 AD5901.Superseded values are not recommended for survey control.
 AD5901
 AD5901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5901.See file dsdata.pdf to determine how the superseded data were derived.
 AD5901
 AD5901_MARKER: DV = VERTICAL CONTROL DISK
 AD5901_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5901_SP_SET: FLOOR
 AD5901_STAMPING: NO 2 RESET 1983
 AD5901_MARK LOGO: NGS
 AD5901_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5901
 AD5901  HISTORY     - Date     Condition        Report By
 AD5901  HISTORY     - 1983     MONUMENTED       NGS
 AD5901  HISTORY     - 19940726 MARK NOT FOUND   USPSQD
 AD5901
 AD5901                          STATION DESCRIPTION
 AD5901
 AD5901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 AD5901'IN RIVIERA BEACH.
 AD5901'0.1 MILE EAST ALONG PORT ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY
 AD5901'1 (BROADWAY) AND STATE HIGHWAY 710 (8TH STREET) IN RIVIERA BEACH
 AD5901'TO A GUARD GATE, THENCE EAST ALONG PORT ROAD FOR 0.15 MILE TO THE
 AD5901'DOCK AND SEAWALL, THENCE 300 FEET, THENCE 250 FEET WEST ALONG
 AD5901'THE NORTH SIDE OF THE WEST INDIA LINE WAREHOUSE BUILDING TO RAMP
 AD5901'LEADING INTO NORTH SIDE OF WAREHOUSE, 239.0 FEET WEST OF THE
 AD5901'CENTER OF A LARGE DOOR AT EAST END OF WAREHOUSE, 29.0 FEET SOUTH
 AD5901'OF THE SOUTH SIDE OF CONCRETE FOUNDATION INSIDE OF THE BUILDING,
 AD5901'3.9 FEET EAST OF THE EAST EDGE OF RAMP LEADING INTO BUILDING
 AD5901'ON NORTH SIDE, AND 5.8 FEET SOUTH OF THE NORTH SIDE OF CONCRETE
 AD5901'FOUNDATION OUTSIDE OF BUILDING.
 AD5901'THE MARK IS ABOVE LEVEL WITH FLOOR.
 AD5901
 AD5901                          STATION RECOVERY (1994)
 AD5901
 AD5901'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5901'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2906 ***********************************************************************
 AD2906  DESIGNATION -  872 2588 TIDAL 3
 AD2906  PID         -  AD2906
 AD2906  STATE/COUNTY-  FL/PALM BEACH
 AD2906  COUNTRY     -  US
 AD2906  USGS QUAD   -  RIVIERA BEACH (2018)
 AD2906
 AD2906                         *CURRENT SURVEY CONTROL
 AD2906  ______________________________________________________________________
 AD2906* NAD 83(1986) POSITION- 26 46 05.     (N) 080 03 10.     (W)   SCALED
 AD2906* NAVD 88 ORTHO HEIGHT -     1.566 (meters)        5.14  (feet) ADJUSTED
 AD2906  ______________________________________________________________________
 AD2906  GEOID HEIGHT    -        -26.735 (meters)                     GEOID18
 AD2906  DYNAMIC HEIGHT  -          1.564 (meters)        5.13  (feet) COMP
 AD2906  MODELED GRAVITY -    979,115.2   (mgal)                       NAVD 88
 AD2906
 AD2906  VERT ORDER      -  FIRST     CLASS II
 AD2906
 AD2906.The horizontal coordinates were scaled from a map and have
 AD2906.an estimated accuracy of +/- 6 seconds.
 AD2906
 AD2906.The orthometric height was determined by differential leveling and
 AD2906.adjusted by the NATIONAL GEODETIC SURVEY
 AD2906.in May 2002.
 AD2906
 AD2906.No vertical observational check was made to the station.
 AD2906
 AD2906.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2906.GEOID18 height accuracy estimate available here.
 AD2906
 AD2906.Click photographs - Photos may exist for this station.
 AD2906
 AD2906.The dynamic height is computed by dividing the NAVD 88
 AD2906.geopotential number by the normal gravity value computed on the
 AD2906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2906.degrees latitude (g = 980.6199 gals.).
 AD2906
 AD2906.The modeled gravity was interpolated from observed gravity values.
 AD2906
 AD2906;                    North         East    Units  Estimated Accuracy
 AD2906;SPC FL E     -   270,060.      294,210.      MT  (+/- 180 meters Scaled)
 AD2906
 AD2906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK941610(NAD 83)
 AD2906
 AD2906                          SUPERSEDED SURVEY CONTROL
 AD2906
 AD2906  NAVD 88 (06/15/91)    1.601  (m)            5.25   (f) SUPERSEDED  1 2
 AD2906  NGVD 29 (??/??/92)    2.072  (m)            6.80   (f) SUPERSEDED  1 2
 AD2906  NGVD 29 (09/01/92)    2.072  (m)            6.80   (f) ADJUSTED    1 2
 AD2906
 AD2906.Superseded values are not recommended for survey control.
 AD2906
 AD2906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2906.See file dsdata.pdf to determine how the superseded data were derived.
 AD2906
 AD2906_MARKER: DB = BENCH MARK DISK
 AD2906_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD2906_SP_SET: SEAWALL
 AD2906_STAMPING: NO 3 1929
 AD2906_MARK LOGO: CGS
 AD2906_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2906+STABILITY: SURFACE MOTION
 AD2906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2906+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2001
 AD2906
 AD2906  HISTORY     - Date     Condition        Report By
 AD2906  HISTORY     - 1929     MONUMENTED       CGS
 AD2906  HISTORY     - 1973     MARK NOT FOUND   NGS
 AD2906  HISTORY     - 1980     GOOD             FLDNR
 AD2906  HISTORY     - 20011222 GOOD             MOREKL
 AD2906  HISTORY     - 20250106 MARK NOT FOUND   GEOCAC
 AD2906
 AD2906                          STATION DESCRIPTION
 AD2906
 AD2906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 AD2906'3.9 MI NE FROM WEST PALM BEACH.
 AD2906'ABOUT 3.45 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2906'THE PASSENGER STATION AT WEST PALM BEACH, THENCE 0.45 MILE EAST
 AD2906'ALONG A SPUR TRACK OF THE FLORIDA EAST COAST RAILWAY TO PALM
 AD2906'BEACH DOCK, SET ON TOP OF THE CONCRETE SEA WALL ALONG THE NORTH
 AD2906'SIDE AND NEAR THE WEST END OF SLIP ON THE SOUTH SIDE OF PALM
 AD2906'BEACH PORT (HOME OF WEST INDIA LINE), 64 FEET WEST-SOUTHWEST OF
 AD2906'THE SOUTHWEST CORNER OF THE PORT OF PALM BEACH HOME OF WEST
 AD2906'INDIA LINE WAREHOUSE, 427 FEET SOUTH OF THE CENTER LINE OF PORT
 AD2906'ROAD, 240 YARDS WEST OF THE EAST END OF THE SLIP, 7.0 FEET EAST
 AD2906'OF THE WEST END OF THE SLIP AND LEVEL WITH THE CONCRETE DOCK.
 AD2906'IN SECTION 33, R43E, T42S.  NOTE-- THE CONCRETE SEAWALL HAS
 AD2906'BEEN BUILT UP AROUND MARK ABOUT 8 INCHES.  NOTE-- A NEW CONCRETE
 AD2906'CAP HAS BEEN POURED OVER SEAWALL TOP AND MARK IS BELIEVED TO
 AD2906'HAVE BEEN COVERED.
 AD2906
 AD2906                          STATION RECOVERY (1980)
 AD2906
 AD2906'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2906'RECOVERED IN GOOD CONDITION.
 AD2906
 AD2906                          STATION RECOVERY (2001)
 AD2906
 AD2906'RECOVERY NOTE BY MORGAN AND EKLUND INC 2001 (MAB)
 AD2906'RECOVERED AS DESCRIBED
 AD2906
 AD2906                          STATION RECOVERY (2025)
 AD2906
 AD2906'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD2906'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2905 ***********************************************************************
 AD2905  DESIGNATION -  872 2588 TIDAL 4
 AD2905  PID         -  AD2905
 AD2905  STATE/COUNTY-  FL/PALM BEACH
 AD2905  COUNTRY     -  US
 AD2905  USGS QUAD   -  RIVIERA BEACH (2018)
 AD2905
 AD2905                         *CURRENT SURVEY CONTROL
 AD2905  ______________________________________________________________________
 AD2905* NAD 83(1986) POSITION- 26 46 07.     (N) 080 03 02.     (W)   SCALED
 AD2905* NAVD 88 ORTHO HEIGHT -     1.749 (meters)        5.74  (feet) ADJUSTED
 AD2905  ______________________________________________________________________
 AD2905  GEOID HEIGHT    -        -26.748 (meters)                     GEOID18
 AD2905  DYNAMIC HEIGHT  -          1.747 (meters)        5.73  (feet) COMP
 AD2905  MODELED GRAVITY -    979,114.9   (mgal)                       NAVD 88
 AD2905
 AD2905  VERT ORDER      -  FIRST     CLASS I
 AD2905
 AD2905.The horizontal coordinates were scaled from a map and have
 AD2905.an estimated accuracy of +/- 6 seconds.
 AD2905
 AD2905.The orthometric height was determined by differential leveling and
 AD2905.adjusted by the NATIONAL GEODETIC SURVEY
 AD2905.in June 1991.
 AD2905
 AD2905.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2905.GEOID18 height accuracy estimate available here.
 AD2905
 AD2905.Click photographs - Photos may exist for this station.
 AD2905
 AD2905.The dynamic height is computed by dividing the NAVD 88
 AD2905.geopotential number by the normal gravity value computed on the
 AD2905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2905.degrees latitude (g = 980.6199 gals.).
 AD2905
 AD2905.The modeled gravity was interpolated from observed gravity values.
 AD2905
 AD2905;                    North         East    Units  Estimated Accuracy
 AD2905;SPC FL E     -   270,120.      294,430.      MT  (+/- 180 meters Scaled)
 AD2905
 AD2905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK943611(NAD 83)
 AD2905
 AD2905                          SUPERSEDED SURVEY CONTROL
 AD2905
 AD2905  NGVD 29 (??/??/92)    2.266  (m)            7.43   (f) SUPERSEDED  1 1
 AD2905  NGVD 29 (09/01/92)    2.220  (m)            7.28   (f) ADJUSTED    1 1
 AD2905
 AD2905.Superseded values are not recommended for survey control.
 AD2905
 AD2905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2905.See file dsdata.pdf to determine how the superseded data were derived.
 AD2905
 AD2905_MARKER: DB = BENCH MARK DISK
 AD2905_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD2905+WITH SETTING: PAVEMENT
 AD2905_SP_SET: BIT BASE
 AD2905_STAMPING: NO 4 1952
 AD2905_MARK LOGO: CGS
 AD2905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2905+STABILITY: SURFACE MOTION
 AD2905
 AD2905  HISTORY     - Date     Condition        Report By
 AD2905  HISTORY     - 1952     MONUMENTED       CGS
 AD2905  HISTORY     - 1965     GOOD             CGS
 AD2905  HISTORY     - 1973     GOOD             NGS
 AD2905  HISTORY     - 1980     GOOD             FLDNR
 AD2905  HISTORY     - 19940726 GOOD             USPSQD
 AD2905  HISTORY     - 20250106 MARK NOT FOUND   GEOCAC
 AD2905
 AD2905                          STATION DESCRIPTION
 AD2905
 AD2905'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2905'3.9 MI NE FROM WEST PALM BEACH.
 AD2905'ABOUT 3.45 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2905'THE PASSENGER STATION AT WEST PALM BEACH, THENCE 0.45 MILE EAST
 AD2905'ALONG A SPUR TRACK OF THE FLORIDA EAST COAST RAILWAY TO THE PALM
 AD2905'BEACH DOCK, SET ON THE TOP OF THE SOUTH END OF THE 3 RD CONCRETE
 AD2905'BASE FOR STEEL BIT, 157 FEET SOUTH OF THE EXTENDED CENTER LINE
 AD2905'OF PORT ROAD, IN SECTION 34, R43E, T42S, 196.5 FEET NORTHEAST
 AD2905'OF THE NORTHEAST CORNER OF THE WAREHOUSE OF THE PORT OF THE PALM
 AD2905'BEACH HOME OF WEST INDIA LINE, 2.3 FEET WEST OF THE WEST EDGE OF
 AD2905'SEA WALL, 166.8 FEET NORTH OF BENCH MARK D 233 DESCRIBED, AND
 AD2905'ABOUT 0.8 FOOT ABOVE THE LEVEL OF THE DOCK.  NOTE-- THE MARK IS
 AD2905'IN THE TOP OF THE SOUTH END OF THE 4TH CONCRETE BASE FOR STEEL
 AD2905'BIT INSTEAD OF THE 3RD.
 AD2905
 AD2905                          STATION RECOVERY (1973)
 AD2905
 AD2905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2905'RECOVERED IN GOOD CONDITION.
 AD2905
 AD2905                          STATION RECOVERY (1980)
 AD2905
 AD2905'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2905'RECOVERED IN GOOD CONDITION.
 AD2905
 AD2905                          STATION RECOVERY (1994)
 AD2905
 AD2905'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2905'RECOVERED IN GOOD CONDITION.
 AD2905
 AD2905                          STATION RECOVERY (2025)
 AD2905
 AD2905'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD2905'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ9595 ***********************************************************************
 DJ9595  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ9595  DESIGNATION -  872 2607 A TIDAL
 DJ9595  PID         -  DJ9595
 DJ9595  STATE/COUNTY-  FL/PALM BEACH
 DJ9595  COUNTRY     -  US
 DJ9595  USGS QUAD   -  PALM BEACH (2018)
 DJ9595
 DJ9595                         *CURRENT SURVEY CONTROL
 DJ9595  ______________________________________________________________________
 DJ9595* NAD 83(1986) POSITION- 26 44 09.0    (N) 080 02 29.9    (W)   HD_HELD2
 DJ9595* NAVD 88 ORTHO HEIGHT -     1.202 (meters)        3.94  (feet) ADJUSTED
 DJ9595  ______________________________________________________________________
 DJ9595  GEOID HEIGHT    -        -26.667 (meters)                     GEOID18
 DJ9595  DYNAMIC HEIGHT  -          1.201 (meters)        3.94  (feet) COMP
 DJ9595  MODELED GRAVITY -    979,118.2   (mgal)                       NAVD 88
 DJ9595
 DJ9595  VERT ORDER      -  SECOND    CLASS I
 DJ9595
 DJ9595.The horizontal coordinates were established by autonomous hand held GPS
 DJ9595.observations and have an estimated accuracy of +/- 10 meters.
 DJ9595
 DJ9595.The orthometric height was determined by differential leveling and
 DJ9595.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9595.in May 2010.
 DJ9595
 DJ9595.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9595.GEOID18 height accuracy estimate available here.
 DJ9595
 DJ9595.This Tidal Bench Mark is designated as VM 18754
 DJ9595.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ9595
 DJ9595.Click photographs - Photos may exist for this station.
 DJ9595
 DJ9595.The dynamic height is computed by dividing the NAVD 88
 DJ9595.geopotential number by the normal gravity value computed on the
 DJ9595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9595.degrees latitude (g = 980.6199 gals.).
 DJ9595
 DJ9595.The modeled gravity was interpolated from observed gravity values.
 DJ9595
 DJ9595;                    North         East    Units  Estimated Accuracy
 DJ9595;SPC FL E     -   266,494.      295,340.      MT  (+/- 10 meters HH2 GPS)
 DJ9595
 DJ9595_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9530757535(NAD 83)
 DJ9595
 DJ9595                          SUPERSEDED SURVEY CONTROL
 DJ9595
 DJ9595.No superseded survey control is available for this station.
 DJ9595
 DJ9595_MARKER: DD = SURVEY DISK
 DJ9595_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DJ9595_SP_SET: SEAWALL
 DJ9595_STAMPING: 2607 A 2006
 DJ9595_MARK LOGO: FLDEP
 DJ9595_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ9595+STABILITY: SURFACE MOTION
 DJ9595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9595+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2023
 DJ9595
 DJ9595  HISTORY     - Date     Condition        Report By
 DJ9595  HISTORY     - 20060908 MONUMENTED       FLDEP
 DJ9595  HISTORY     - 20230217 GOOD             GEOCAC
 DJ9595
 DJ9595                          STATION DESCRIPTION
 DJ9595
 DJ9595'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ9595'THE MARK IS IN PALM BEACH, IN SECTION 10, TOWNSHIP 43 SOUTH, RANGE 43
 DJ9595'EAST.
 DJ9595'
 DJ9595'TO REACH THE MARK FROM THE EAST END OF FLAGLER MEMORIAL BRIDGE IN PALM
 DJ9595'BEACH, GO EAST ON ROYAL POINCIANA WAY FOR 0.2 MI (0.3 KM) TO THE
 DJ9595'JUNCTION OF BRADLEY PLACE ON THE LEFT, TURN LEFT ON BRADLEY PLACE AND
 DJ9595'GO NORTH FOR 0.6 MI (1.0 KM) WHERE IT BECOMES NORTH LAKE WAY, CONTINUE
 DJ9595'NORTH ON NORTH LAKE WAY FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF
 DJ9595'PLANTATION ROAD, TURN LEFT ON PLANTATION ROAD AND GO WEST FOR ABOUT
 DJ9595'300.0 FT (91.4 M) TO THE JUNCTION OF CREST ROAD ON THE RIGHT LEADING
 DJ9595'NORTH TO A DEAD END AND AN ASPHALT BIKE PATH LEADING WEST TO LAKE
 DJ9595'TRAIL (A NORTH-SOUTH ASPHALT BIKE PATH ALONG THE EAST BANK OF THE LAKE
 DJ9595'WORTH INTRACOASTAL WATERWAY), NOW BY WALKING GO WEST ON THE ASPHALT
 DJ9595'PATH FOR ABOUT 240.0 FT (73.2 M) TO THE JUNCTION OF LAKE TRAIL AND THE
 DJ9595'MARK ON THE RIGHT, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF A
 DJ9595'CONCRETE SEAWALL BEHIND THE RESIDENCE AT 615 CREST ROAD.
 DJ9595'
 DJ9595'LOCATED ABOUT 613.0 FT (186.8 M) NORTH OF A CGS BEACH MARK X 315 1970,
 DJ9595'31.0 FT (9.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A WOODEN BOAT
 DJ9595'DOCK BEHIND THE RESIDENCE AT 615 CREST ROAD, 15.7 FT (4.8 M) WEST OF
 DJ9595'THE APPROXIMATE CENTERLINE OF LAKE TRAIL, 9.0 FT (2.7 M) NORTHWEST OF
 DJ9595'A LIGHT POLE, 8.2 FT (2.5 M) NORTHWEST OF THE LAKE TRAIL STREET SIGN,
 DJ9595'5.0 FT (1.5 M) NORTH OF THE EXTENDED CENTERLINE OF PLANTATION ROAD AND
 DJ9595'0.9 FT (0.3 M) NORTH OF THE SOUTH END OF THE SEAWALL.
 DJ9595
 DJ9595                          STATION RECOVERY (2023)
 DJ9595
 DJ9595'RECOVERY NOTE BY GEOCACHING 2023 (RLM)
 DJ9595'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ9593 ***********************************************************************
 DJ9593  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ9593  DESIGNATION -  872 2607 B TIDAL
 DJ9593  PID         -  DJ9593
 DJ9593  STATE/COUNTY-  FL/PALM BEACH
 DJ9593  COUNTRY     -  US
 DJ9593  USGS QUAD   -  PALM BEACH (2018)
 DJ9593
 DJ9593                         *CURRENT SURVEY CONTROL
 DJ9593  ______________________________________________________________________
 DJ9593* NAD 83(1986) POSITION- 26 44 27.     (N) 080 02 12.     (W)   SCALED
 DJ9593* NAVD 88 ORTHO HEIGHT -     1.093 (meters)        3.59  (feet) ADJUSTED
 DJ9593  ______________________________________________________________________
 DJ9593  GEOID HEIGHT    -        -26.711 (meters)                     GEOID18
 DJ9593  DYNAMIC HEIGHT  -          1.091 (meters)        3.58  (feet) COMP
 DJ9593  MODELED GRAVITY -    979,117.0   (mgal)                       NAVD 88
 DJ9593
 DJ9593  VERT ORDER      -  SECOND    CLASS I
 DJ9593
 DJ9593.The horizontal coordinates were scaled from a map and have
 DJ9593.an estimated accuracy of +/- 6 seconds.
 DJ9593
 DJ9593.The orthometric height was determined by differential leveling and
 DJ9593.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9593.in May 2010.
 DJ9593
 DJ9593.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9593.GEOID18 height accuracy estimate available here.
 DJ9593
 DJ9593.This Tidal Bench Mark is designated as VM 18755
 DJ9593.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ9593
 DJ9593.Click photographs - Photos may exist for this station.
 DJ9593
 DJ9593.The dynamic height is computed by dividing the NAVD 88
 DJ9593.geopotential number by the normal gravity value computed on the
 DJ9593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9593.degrees latitude (g = 980.6199 gals.).
 DJ9593
 DJ9593.The modeled gravity was interpolated from observed gravity values.
 DJ9593
 DJ9593;                    North         East    Units  Estimated Accuracy
 DJ9593;SPC FL E     -   267,050.      295,830.      MT  (+/- 180 meters Scaled)
 DJ9593
 DJ9593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK957580(NAD 83)
 DJ9593
 DJ9593                          SUPERSEDED SURVEY CONTROL
 DJ9593
 DJ9593.No superseded survey control is available for this station.
 DJ9593
 DJ9593_MARKER: F = FLANGE-ENCASED ROD
 DJ9593_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DJ9593_STAMPING: 2607 B 2006
 DJ9593_MARK LOGO: NGS
 DJ9593_PROJECTION: FLUSH
 DJ9593_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DJ9593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9593+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2006
 DJ9593_ROD/PIPE-DEPTH: 9.8 meters
 DJ9593
 DJ9593  HISTORY     - Date     Condition        Report By
 DJ9593  HISTORY     - 20060908 MONUMENTED       FLDEP
 DJ9593  HISTORY     - 20241209 MARK NOT FOUND   GEOCAC
 DJ9593
 DJ9593                          STATION DESCRIPTION
 DJ9593
 DJ9593'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ9593'THE MARK IS IN PALM BEACH, IN SECTION 11, TOWNSHIP 43 SOUTH, RANGE 43
 DJ9593'EAST.
 DJ9593'
 DJ9593'TO REACH THE MARK FROM THE EAST END OF THE FLAGLER MEMORIAL BRIDGE IN
 DJ9593'PALM BEACH, GO EAST ON ROYAL POINCIANA WAY FOR 0.45 MI (0.7 KM) TO THE
 DJ9593'T-JUNCTION OF NORTH COUNTY ROAD, TURN LEFT ON NORTH COUNTY ROAD AND GO
 DJ9593'NORTH FOR 1.55 MI (2.5 KM) TO 755 NORTH.  COUNTY ROAD ON THE RIGHT
 DJ9593'(JUST SOUTH OF A 90 DEGREE RIGHT TURN IN THE ROAD LEADING EAST TOWARDS
 DJ9593'THE OCEAN) AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO
 DJ9593'REFUSAL AT A DEPTH OF 32.0 FT (9.8 M) WITH A NGS LOGO CAP FLUSH WITH
 DJ9593'THE GROUND AND ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF NORTH COUNTY
 DJ9593'ROAD, THE DATUM POINT IS RECESSED 0.5 FT (0.2 M) BELOW THE LEVEL OF
 DJ9593'THE NGS LOGO CAP.
 DJ9593'
 DJ9593'LOCATED 132.0 FT (40.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DJ9593'COUNTRY CLUB ROAD, 127.7 FT (38.9 M) NORTH OF THE APPROXIMATE
 DJ9593'CENTERLINE OF FAIRVIEW ROAD, 35.3 FT (10.8 M) WEST OF THE APPROXIMATE
 DJ9593'CENTERLINE OF NORTH COUNTY ROAD, 1.6 FT (0.5 M) WEST OF THE WEST EDGE
 DJ9593'OF AN 11.0 FT (3.4 M) ASPHALT SIDEWALK, 1.4 FT (0.4 M) EAST OF A
 DJ9593'1-FOOT SQUARE CONCRETE POWER POLE AND 1.3 FT (0.4 M) EAST OF A
 DJ9593'CARSONITE WITNESS POST.
 DJ9593'
 DJ9593'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DJ9593'
 DJ9593'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DJ9593'LOGO CAP.
 DJ9593
 DJ9593                          STATION RECOVERY (2024)
 DJ9593
 DJ9593'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DJ9593'MARK NOT FOUND.  MEASUREMENTS FELL UNDER LARGE TELEPHONE COMPANY
 DJ9593'CONCRETE EQUIPMENT COVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5806 ***********************************************************************
 AD5806  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5806  DESIGNATION -  872 2621 E TIDAL
 AD5806  PID         -  AD5806
 AD5806  STATE/COUNTY-  FL/PALM BEACH
 AD5806  COUNTRY     -  US
 AD5806  USGS QUAD   -  PALM BEACH (2018)
 AD5806
 AD5806                         *CURRENT SURVEY CONTROL
 AD5806  ______________________________________________________________________
 AD5806* NAD 83(1986) POSITION- 26 42 21.     (N) 080 02 40.     (W)   SCALED
 AD5806* NAVD 88 ORTHO HEIGHT -     3.794 (meters)       12.45  (feet) ADJUSTED
 AD5806  ______________________________________________________________________
 AD5806  GEOID HEIGHT    -        -26.555 (meters)                     GEOID18
 AD5806  DYNAMIC HEIGHT  -          3.788 (meters)       12.43  (feet) COMP
 AD5806  MODELED GRAVITY -    979,118.4   (mgal)                       NAVD 88
 AD5806
 AD5806  VERT ORDER      -  FIRST     CLASS II
 AD5806
 AD5806.The horizontal coordinates were scaled from a map and have
 AD5806.an estimated accuracy of +/- 6 seconds.
 AD5806
 AD5806.The orthometric height was determined by differential leveling and
 AD5806.adjusted by the NATIONAL GEODETIC SURVEY
 AD5806.in June 1991.
 AD5806
 AD5806.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5806.GEOID18 height accuracy estimate available here.
 AD5806
 AD5806.This Tidal Bench Mark is designated as VM 5606
 AD5806.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5806
 AD5806.Click photographs - Photos may exist for this station.
 AD5806
 AD5806.The dynamic height is computed by dividing the NAVD 88
 AD5806.geopotential number by the normal gravity value computed on the
 AD5806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5806.degrees latitude (g = 980.6199 gals.).
 AD5806
 AD5806.The modeled gravity was interpolated from observed gravity values.
 AD5806
 AD5806;                    North         East    Units  Estimated Accuracy
 AD5806;SPC FL E     -   263,170.      295,090.      MT  (+/- 180 meters Scaled)
 AD5806
 AD5806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK950542(NAD 83)
 AD5806
 AD5806                          SUPERSEDED SURVEY CONTROL
 AD5806
 AD5806  NGVD 29 (09/01/92)    4.257  (m)           13.97   (f) ADJUSTED    1 2
 AD5806
 AD5806.Superseded values are not recommended for survey control.
 AD5806
 AD5806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5806.See file dsdata.pdf to determine how the superseded data were derived.
 AD5806
 AD5806_MARKER: DJ = TIDAL STATION DISK
 AD5806_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5806_SP_SET: ABUTMENT
 AD5806_STAMPING: E 2621 1976
 AD5806_MARK LOGO: NOS
 AD5806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5806+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1991
 AD5806
 AD5806  HISTORY     - Date     Condition        Report By
 AD5806  HISTORY     - 1976     MONUMENTED       NOS
 AD5806  HISTORY     - 1980     GOOD             FLDNR
 AD5806  HISTORY     - 1989     GOOD             USPSQD
 AD5806  HISTORY     - 19910116 GOOD             NGS
 AD5806  HISTORY     - 20020219 MARK NOT FOUND   USPSQD
 AD5806  HISTORY     - 20030411 MARK NOT FOUND   USPSQD
 AD5806  HISTORY     - 20040503 MARK NOT FOUND   USPSQD
 AD5806  HISTORY     - 20050504 MARK NOT FOUND   USPSQD
 AD5806
 AD5806                          STATION DESCRIPTION
 AD5806
 AD5806'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5806'IN PALM BEACH.
 AD5806'THE MARK IS 3.3 FT ABOVE SIDEWALK.
 AD5806'BEGIN AT THE EAST END OF ROYAL PALM BRIDGE (CENTER BRIDGE TO PALM
 AD5806'BEACH), GO 0.5 MILE EAST ON ROYAL PALM WAY TO THE JUNCTION OF LAKE
 AD5806'DRIVE, GO 0.1 MILE SOUTH ON LAKE DRIVE TO THE ENTRANCE TO THE
 AD5806'BRAZILIAN DOCK, GO WEST 0.05 MILE TO THE SEAWALL AND THE MARK.  THE
 AD5806'MARK BEARS 31.5 FEET NORTH OF THE CENTERLINE OF ROYAL PALM BRIDGE AND
 AD5806'7.4 FEET WEST OF THE EAST END OF THE NORTHEAST BRIDGE ABUTMENT.
 AD5806'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5806
 AD5806                          STATION RECOVERY (1989)
 AD5806
 AD5806'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5806'RECOVERED IN GOOD CONDITION.
 AD5806
 AD5806                          STATION RECOVERY (1991)
 AD5806
 AD5806'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD5806'0.8 KM (0.5 MI) WESTERLY ALONG STATE HIGHWAY 704 (ROYAL PALM WAY)
 AD5806'FROM THE INTERSECTION OF STATE HIGHWAY A1A (SOUTH COUNTY ROAD) IN
 AD5806'PALM BEACH, IN TOP OF AND 2.3 M (7.5 FT) WEST OF THE EAST END OF THE
 AD5806'NORTHEAST CONCRETE ABUTMENT PARAPET OF THE HIGHWAY BRIDGE SPANNING
 AD5806'THE INTRACOASTAL WATERWAY, 9.6 M (31.5 FT) NORTH OF THE HIGHWAY
 AD5806'CENTERLINE, AND 1.0 M (3.3 FT) ABOVE THE LEVEL OF THE HIGHWAY.
 AD5806
 AD5806                          STATION RECOVERY (2002)
 AD5806
 AD5806'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 AD5806'BRIDGE DEMOLISHED.  NEW BRIDGE TO BE BUILT AT SAME LOCATION.
 AD5806
 AD5806                          STATION RECOVERY (2003)
 AD5806
 AD5806'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5806'MARK NOT FOUND.
 AD5806
 AD5806                          STATION RECOVERY (2004)
 AD5806
 AD5806'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5806'MARK NOT FOUND.
 AD5806
 AD5806                          STATION RECOVERY (2005)
 AD5806
 AD5806'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5806'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DJ9594 ***********************************************************************
 DJ9594  TIDAL BM    -  This is a Tidal Bench Mark.
 DJ9594  DESIGNATION -  872 2621 F TIDAL
 DJ9594  PID         -  DJ9594
 DJ9594  STATE/COUNTY-  FL/PALM BEACH
 DJ9594  COUNTRY     -  US
 DJ9594  USGS QUAD   -  PALM BEACH (2018)
 DJ9594
 DJ9594                         *CURRENT SURVEY CONTROL
 DJ9594  ______________________________________________________________________
 DJ9594* NAD 83(1986) POSITION- 26 42 21.5    (N) 080 02 40.3    (W)   HD_HELD2
 DJ9594* NAVD 88 ORTHO HEIGHT -     3.209 (meters)       10.53  (feet) ADJUSTED
 DJ9594  ______________________________________________________________________
 DJ9594  GEOID HEIGHT    -        -26.555 (meters)                     GEOID18
 DJ9594  DYNAMIC HEIGHT  -          3.204 (meters)       10.51  (feet) COMP
 DJ9594  MODELED GRAVITY -    979,118.3   (mgal)                       NAVD 88
 DJ9594
 DJ9594  VERT ORDER      -  SECOND    CLASS I
 DJ9594
 DJ9594.The horizontal coordinates were established by autonomous hand held GPS
 DJ9594.observations and have an estimated accuracy of +/- 10 meters.
 DJ9594
 DJ9594.The orthometric height was determined by differential leveling and
 DJ9594.adjusted by the NATIONAL GEODETIC SURVEY
 DJ9594.in May 2010.
 DJ9594
 DJ9594.No vertical observational check was made to the station.
 DJ9594
 DJ9594.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ9594.GEOID18 height accuracy estimate available here.
 DJ9594
 DJ9594.This Tidal Bench Mark is designated as VM 18760
 DJ9594.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DJ9594
 DJ9594.Click photographs - Photos may exist for this station.
 DJ9594
 DJ9594.The dynamic height is computed by dividing the NAVD 88
 DJ9594.geopotential number by the normal gravity value computed on the
 DJ9594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ9594.degrees latitude (g = 980.6199 gals.).
 DJ9594
 DJ9594.The modeled gravity was interpolated from observed gravity values.
 DJ9594
 DJ9594;                    North         East    Units  Estimated Accuracy
 DJ9594;SPC FL E     -   263,184.      295,078.      MT  (+/- 10 meters HH2 GPS)
 DJ9594
 DJ9594_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9504554225(NAD 83)
 DJ9594
 DJ9594                          SUPERSEDED SURVEY CONTROL
 DJ9594
 DJ9594.No superseded survey control is available for this station.
 DJ9594
 DJ9594_MARKER: DD = SURVEY DISK
 DJ9594_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ9594_SP_SET: BRIDGE SIDEWALK
 DJ9594_STAMPING: 2621 F 2006
 DJ9594_MARK LOGO: FLDEP
 DJ9594_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ9594_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ9594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ9594+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2024
 DJ9594
 DJ9594  HISTORY     - Date     Condition        Report By
 DJ9594  HISTORY     - 20060908 MONUMENTED       FLDEP
 DJ9594  HISTORY     - 20241216 GOOD             GEOCAC
 DJ9594
 DJ9594                          STATION DESCRIPTION
 DJ9594
 DJ9594'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DJ9594'THE MARK IS IN PALM BEACH, IN SECTION 22, TOWNSHIP 43 SOUTH, RANGE 43
 DJ9594'EAST.
 DJ9594'
 DJ9594'TO REACH THE MARK FROM THE JUNCTION OF ROYAL PALM WAY AND SOUTH OCEAN
 DJ9594'BOULEVARD IN PALM BEACH, GO WEST ON ROYAL PALM WAY FOR 0.65 MI (1.0
 DJ9594'KM) TO THE EAST END OF THE ROYAL PALM BRIDGE AND THE MARK ON THE
 DJ9594'RIGHT, AN FLDEP SURVEY DISK SET FLUSH IN THE TOP OF THE NORTHEAST
 DJ9594'SIDEWALK OF THE BRIDGE AND LEVEL WITH ROYAL PALM WAY.
 DJ9594'
 DJ9594'LOCATED ABOUT 297.0 FT (90.5 M) WEST OF THE EXTENDED CENTERLINE OF
 DJ9594'LAKE DRIVE, 25.0 FT (7.6 M) NORTH OF THE CENTERLINE OF THE WESTBOUND
 DJ9594'LANES OF ROYAL PALM WAY, 4.1 FT (1.2 M) NORTHEAST OF A STREET LIGHT
 DJ9594'(THE FIFTH STREET LIGHT WEST OF THE NORTHEAST END OF THE BRIDGE), 4.0
 DJ9594'FT (1.2 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE BRIDGE
 DJ9594'COLUMN WITH A BRONZE ROYAL PARK BRIDGE MARKER AND 3.3 FT (1.0 M)
 DJ9594'NORTHWEST OF AN ALUMINUM BIKE LANE SIGN.
 DJ9594
 DJ9594                          STATION RECOVERY (2024)
 DJ9594
 DJ9594'RECOVERY NOTE BY GEOCACHING 2024 (RLM)
 DJ9594'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD0692 ***********************************************************************
 AD0692  CBN         -  This is a Cooperative Base Network Control Station.
 AD0692  DESIGNATION -  872 2625 TIDAL 1
 AD0692  PID         -  AD0692
 AD0692  STATE/COUNTY-  FL/PALM BEACH
 AD0692  COUNTRY     -  US
 AD0692  USGS QUAD   -  BELLE GLADE (2018)
 AD0692
 AD0692                         *CURRENT SURVEY CONTROL
 AD0692  ______________________________________________________________________
 AD0692* NAD 83(2011) POSITION- 26 39 48.66400(N) 080 42 44.93513(W)   ADJUSTED
 AD0692* NAD 83(2011) ELLIP HT-   -18.938 (meters)        (06/27/12)   ADJUSTED
 AD0692* NAD 83(2011) EPOCH   -  2010.00
 AD0692* NAVD 88 ORTHO HEIGHT -     6.059 (meters)       19.88  (feet) ADJUSTED
 AD0692  ______________________________________________________________________
 AD0692  GEOID HEIGHT    -        -25.012 (meters)                     GEOID18
 AD0692  NAD 83(2011) X  -    920,513.086 (meters)                     COMP
 AD0692  NAD 83(2011) Y  - -5,628,927.305 (meters)                     COMP
 AD0692  NAD 83(2011) Z  -  2,844,938.594 (meters)                     COMP
 AD0692  LAPLACE CORR    -         -1.01  (seconds)                    DEFLEC18
 AD0692  DYNAMIC HEIGHT  -          6.050 (meters)       19.85  (feet) COMP
 AD0692  MODELED GRAVITY -    979,103.7   (mgal)                       NAVD 88
 AD0692
 AD0692  VERT ORDER      -  FIRST     CLASS II
 AD0692
 AD0692  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD0692  Standards:
 AD0692         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD0692            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD0692  -------------------------------------------------------------------
 AD0692  NETWORK    0.35   0.82           0.15   0.14   0.42     -0.06426013
 AD0692  -------------------------------------------------------------------
 AD0692  Click here for local accuracies and other accuracy information.
 AD0692
 AD0692.The horizontal coordinates were established by GPS observations
 AD0692.and adjusted by the National Geodetic Survey in June 2012.
 AD0692
 AD0692.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD0692.been affixed to the stable North American tectonic plate. See 
 AD0692.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD0692
 AD0692.The horizontal coordinates are valid at the epoch date displayed above
 AD0692.which is a decimal equivalence of Year/Month/Day.
 AD0692
 AD0692.The orthometric height was determined by differential leveling and
 AD0692.adjusted by the NATIONAL GEODETIC SURVEY
 AD0692.in September 1992.
 AD0692
 AD0692.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD0692.GEOID18 height accuracy estimate available here.
 AD0692
 AD0692.Click photographs - Photos may exist for this station.
 AD0692
 AD0692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD0692
 AD0692.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD0692
 AD0692.The ellipsoidal height was determined by GPS observations
 AD0692.and is referenced to NAD 83.
 AD0692
 AD0692.The dynamic height is computed by dividing the NAVD 88
 AD0692.geopotential number by the normal gravity value computed on the
 AD0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD0692.degrees latitude (g = 980.6199 gals.).
 AD0692
 AD0692.The modeled gravity was interpolated from observed gravity values.
 AD0692
 AD0692. The following values were computed from the NAD 83(2011) position.
 AD0692
 AD0692;                    North         East     Units Scale Factor Converg.
 AD0692;SPC FL E     -   258,155.943   228,620.405   MT  0.99995129   +0 07 44.5
 AD0692;SPC FL E     -   846,966.62    750,065.45   sFT  0.99995129   +0 07 44.5
 AD0692;UTM  17      - 2,949,199.843   528,610.639   MT  0.99961011   +0 07 44.5
 AD0692
 AD0692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD0692!SPC FL E     -   1.00000298  x   0.99995129  =   0.99995427
 AD0692!UTM  17      -   1.00000298  x   0.99961011  =   0.99961308
 AD0692
 AD0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK2861049199(NAD 83)
 AD0692
 AD0692|---------------------------------------------------------------------|
 AD0692| PID    Reference Object                     Distance      Geod. Az  |
 AD0692|                                                           dddmmss.s |
 AD0692| AD8230 SOUTH BAY GRAV 684                    8.967 METERS 18253     |
 AD0692|---------------------------------------------------------------------|
 AD0692
 AD0692                          SUPERSEDED SURVEY CONTROL
 AD0692
 AD0692  NAD 83(2007)-  26 39 48.66413(N)    080 42 44.93577(W) AD(2002.00) 0
 AD0692  ELLIP H (02/10/07)  -18.920  (m)                       GP(2002.00)    
 AD0692  NAD 83(1999)-  26 39 48.66428(N)    080 42 44.93607(W) AD(       ) A
 AD0692  ELLIP H (04/12/01)  -18.932  (m)                       GP(       ) 4 1
 AD0692  NAVD 88               6.06   (m)           19.9    (f) LEVELING    3  
 AD0692  NAVD 88 (06/15/91)    6.115  (m)           20.06   (f) SUPERSEDED  1 2
 AD0692  NGVD 29 (??/??/92)    6.491  (m)           21.30   (f) SUPERSEDED  1 2
 AD0692  NGVD 29 (09/01/92)    6.491  (m)           21.30   (f) ADJUSTED    1 2
 AD0692
 AD0692.Superseded values are not recommended for survey control.
 AD0692
 AD0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0692.See file dsdata.pdf to determine how the superseded data were derived.
 AD0692
 AD0692_MARKER: DB = BENCH MARK DISK
 AD0692_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AD0692_SP_SET: LOCK STRUCTURE
 AD0692_STAMPING: NO 1 1925
 AD0692_MARK LOGO: CGS
 AD0692_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD0692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD0692+STABILITY: POSITION/ELEVATION WELL
 AD0692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD0692+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2025
 AD0692
 AD0692  HISTORY     - Date     Condition        Report By
 AD0692  HISTORY     - 1925     MONUMENTED       CGS
 AD0692  HISTORY     - 1952     GOOD             CGS
 AD0692  HISTORY     - 1970     GOOD             USGS
 AD0692  HISTORY     - 19920326 GOOD             NGS
 AD0692  HISTORY     - 19990405 GOOD             FL-099
 AD0692  HISTORY     - 20000228 GOOD             FLDEP
 AD0692  HISTORY     - 20020212 GOOD             NGS
 AD0692  HISTORY     - 20020517 GOOD             MAPTEC
 AD0692  HISTORY     - 20040826 GOOD             JCLS
 AD0692  HISTORY     - 20071101 GOOD             GCT
 AD0692  HISTORY     - 20140723 GOOD             GEOCAC
 AD0692  HISTORY     - 20251003 GOOD             GEOCAC
 AD0692
 AD0692                          STATION DESCRIPTION
 AD0692
 AD0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AD0692'AT SOUTH BAY, PALM BEACH COUNTY, 275 FEET SOUTH OF THE STATE
 AD0692'HIGHWAY 25 DRAWBRIDGE OVER NORTH NEW RIVER CANAL, AT THE NORTHEAST
 AD0692'CORNER OF THE WEST WALL OF THE CONCRETE LOCK STRUCTURE, 20.5
 AD0692'FEET NORTH OF THE WEST HINGE PIN OF THE NORTH GATES, AND IN THE
 AD0692'TOP OF THE CONCRETE WALL OF THE LOCK.  A STANDARD DISK, STAMPED
 AD0692'NO 1 1925.
 AD0692
 AD0692                          STATION RECOVERY (1970)
 AD0692
 AD0692'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 AD0692'RECOVERED IN GOOD CONDITION.
 AD0692
 AD0692                          STATION RECOVERY (1992)
 AD0692
 AD0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD0692'IN SOUTH BAY, AT THE INTERSECTION OF STATE HIGHWAY 80 AND SOUTHWEST
 AD0692'1ST AVENUE, IN TOP OF AND 0.6 M (2.0 FT) SOUTH OF THE NORTH FACE OF A
 AD0692'CONCRETE CANAL LOCK FOUNDATION (ABANDONED), 72.0 M (236.2 FT) SOUTH
 AD0692'OF THE CENTERLINE OF THE EASTBOUND LANES OF THE HIGHWAY, 15.2 M (49.9
 AD0692'FT) EAST OF THE CENTERLINE OF THE AVENUE, 1.1 M (3.6 FT) ABOVE THE
 AD0692'LEVEL OF THE AVENUE, AND 0.6 M (2.0 FT) WEST OF THE EAST FACE OF THE
 AD0692'FOUNDATION.
 AD0692
 AD0692                          STATION RECOVERY (1999)
 AD0692
 AD0692'RECOVERY NOTE BY PALM BEACH COUNTY FLORIDA 1999
 AD0692'RECOVERED AS DESCRIBED.
 AD0692
 AD0692                          STATION RECOVERY (2000)
 AD0692
 AD0692'RECOVERY NOTE BY FL DEPT OF ENV PRO 2000 (JLM)
 AD0692'THE MARK IS IN SOUTH BAY ABOUT 26.0 MI (41.8 KM) NORTHWEST OF
 AD0692'ANDYTOWN, 3.0 MI (4.8 KM) SOUTHWEST OF BELLE GLADE, IN SECTION 14,
 AD0692'TOWNSHIP 44 SOUTH, RANGE 36 EAST.
 AD0692'
 AD0692'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 27 AND STATE ROAD
 AD0692'80 IN SOUTH BAY, GO EAST ON STATE ROAD 80 FOR 0.2 MI (0.3 KM) TO THE
 AD0692'JUNCTION OF SOUTHWEST 1ST AVENUE AND THE WEST END OF A BRIDGE SPANNING
 AD0692'THE NORTH NEW RIVER CANAL AND THE MARK ON THE RIGHT.
 AD0692'
 AD0692'IT IS SET IN THE TOP OF THE EAST FACE OF THE ABANDONED CONCRETE CANAL
 AD0692'FOUNDATION, 3.9 FT (1.2 M) ABOVE THE LEVEL OF 1ST AVENUE.  LOCATED
 AD0692'238.0 FT (72.5 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF
 AD0692'STATE ROAD 80, 49.9 FT (15.2 M) EAST OF CENTERLINE OF 1ST AVENUE, 2.0
 AD0692'FT (0.6 M) SOUTH OF THE NORTH FACE OF THE FOUNDATION AND 2.0 FT
 AD0692'(0.6 M) WEST OF THE EAST FACE OF THE FOUNDATION.
 AD0692
 AD0692                          STATION RECOVERY (2002)
 AD0692
 AD0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RLT)
 AD0692'SOUTH BAY, AT THE INTERSECTION OF STATE HIGHWAY 80 AND SOUTHWEST 1ST
 AD0692'AVENUE.
 AD0692
 AD0692                          STATION RECOVERY (2002)
 AD0692
 AD0692'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD0692'RECOVERED AS DESCRIBED.
 AD0692
 AD0692                          STATION RECOVERY (2004)
 AD0692
 AD0692'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (FJO)
 AD0692'RECOVERED IN GOOD CONDITION.
 AD0692
 AD0692                          STATION RECOVERY (2007)
 AD0692
 AD0692'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2007 (HWW)
 AD0692'RECOVERED IN GOOD CONDITION.
 AD0692
 AD0692                          STATION RECOVERY (2014)
 AD0692
 AD0692'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 AD0692'RECOVERED IN GOOD CONDITION.
 AD0692
 AD0692                          STATION RECOVERY (2025)
 AD0692
 AD0692'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD0692'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD0697 ***********************************************************************
 AD0697  DESIGNATION -  872 2626 TIDAL 1
 AD0697  PID         -  AD0697
 AD0697  STATE/COUNTY-  FL/PALM BEACH
 AD0697  COUNTRY     -  US
 AD0697  USGS QUAD   -  BELLE GLADE (2018)
 AD0697
 AD0697                         *CURRENT SURVEY CONTROL
 AD0697  ______________________________________________________________________
 AD0697* NAD 83(1986) POSITION- 26 41 53.2    (N) 080 41 32.8    (W)   HD_HELD2
 AD0697* NAVD 88 ORTHO HEIGHT -     6.048 (meters)       19.84  (feet) ADJUSTED
 AD0697  ______________________________________________________________________
 AD0697  GEOID HEIGHT    -        -25.075 (meters)                     GEOID18
 AD0697  DYNAMIC HEIGHT  -          6.038 (meters)       19.81  (feet) COMP
 AD0697  MODELED GRAVITY -    979,108.0   (mgal)                       NAVD 88
 AD0697
 AD0697  VERT ORDER      -  SECOND    CLASS 0
 AD0697
 AD0697.The horizontal coordinates were established by autonomous hand held GPS
 AD0697.observations and have an estimated accuracy of +/- 10 meters.
 AD0697
 AD0697.The orthometric height was determined by differential leveling and
 AD0697.adjusted by the NATIONAL GEODETIC SURVEY
 AD0697.in June 1991.
 AD0697
 AD0697.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD0697.GEOID18 height accuracy estimate available here.
 AD0697
 AD0697.Click photographs - Photos may exist for this station.
 AD0697
 AD0697.The dynamic height is computed by dividing the NAVD 88
 AD0697.geopotential number by the normal gravity value computed on the
 AD0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD0697.degrees latitude (g = 980.6199 gals.).
 AD0697
 AD0697.The modeled gravity was interpolated from observed gravity values.
 AD0697
 AD0697;                    North         East    Units  Estimated Accuracy
 AD0697;SPC FL E     -   261,993.      230,606.      MT  (+/- 10 meters HH2 GPS)
 AD0697
 AD0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK3059553035(NAD 83)
 AD0697
 AD0697                          SUPERSEDED SURVEY CONTROL
 AD0697
 AD0697  NGVD 29 (??/??/92)    6.425  (m)           21.08   (f) ADJ UNCH    2 0
 AD0697
 AD0697.Superseded values are not recommended for survey control.
 AD0697
 AD0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0697.See file dsdata.pdf to determine how the superseded data were derived.
 AD0697
 AD0697_MARKER: DJ = TIDAL STATION DISK
 AD0697_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD0697_SP_SET: WALL
 AD0697_STAMPING: NO 1 1925
 AD0697_MARK LOGO: CGS
 AD0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD0697+STABILITY: SURFACE MOTION
 AD0697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD0697+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2025
 AD0697
 AD0697  HISTORY     - Date     Condition        Report By
 AD0697  HISTORY     - 1925     MONUMENTED       CGS
 AD0697  HISTORY     - 1934     GOOD             CGS
 AD0697  HISTORY     - 1952     GOOD             CGS
 AD0697  HISTORY     - 19920228 MARK NOT FOUND   NGS
 AD0697  HISTORY     - 20190117 GOOD             PICKET
 AD0697  HISTORY     - 20250717 GOOD             GEOCAC
 AD0697
 AD0697                          STATION DESCRIPTION
 AD0697
 AD0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AD0697'0.6 MILE NORTHWEST ALONG THE SOUTH SIDE OF HILLSBORO CANAL FROM
 AD0697'THE DRAWBRIDGE AT CHOSEN, AT THE ENTRANCE TO LAKE OKEECHOBEE,
 AD0697'IN THE TOP OF THE SOUTHWEST CONCRETE WALL OF THE LOCK STRUCTURE,
 AD0697'2.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE WALL, AND 18.1
 AD0697'FEET NORTHWEST OF THE SOUTHWEST HINGE PIN OF THE NORTHWEST
 AD0697'GATES.  SET FLUSH IN THE UPPER SURFACE OF THE CONCRETE WALL.
 AD0697
 AD0697                          STATION RECOVERY (1952)
 AD0697
 AD0697'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952
 AD0697'RECOVERED IN GOOD CONDITION.
 AD0697
 AD0697                          STATION RECOVERY (1992)
 AD0697
 AD0697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD0697'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD0697
 AD0697                          STATION RECOVERY (2019)
 AD0697
 AD0697'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2019 (JF)
 AD0697'RECOVERED IN GOOD CONDITION.
 AD0697
 AD0697                          STATION RECOVERY (2025)
 AD0697
 AD0697'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD0697'RECOVERED IN GOOD CONDITION.  IN DESCRIPTION, THE DRAWBRIDGE AT CHOSEN
 AD0697'IS NOW THE NORTHWEST 16TH STREET BRIDGE IN BELLE GLADE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD0696 ***********************************************************************
 AD0696  DESIGNATION -  872 2626 TIDAL 3
 AD0696  PID         -  AD0696
 AD0696  STATE/COUNTY-  FL/PALM BEACH
 AD0696  COUNTRY     -  US
 AD0696  USGS QUAD   -  BELLE GLADE (2018)
 AD0696
 AD0696                         *CURRENT SURVEY CONTROL
 AD0696  ______________________________________________________________________
 AD0696* NAD 83(1986) POSITION- 26 41 52.     (N) 080 41 32.     (W)   SCALED
 AD0696* NAVD 88 ORTHO HEIGHT -     6.073 (meters)       19.92  (feet) ADJUSTED
 AD0696  ______________________________________________________________________
 AD0696  GEOID HEIGHT    -        -25.075 (meters)                     GEOID18
 AD0696  DYNAMIC HEIGHT  -          6.064 (meters)       19.90  (feet) COMP
 AD0696  MODELED GRAVITY -    979,108.0   (mgal)                       NAVD 88
 AD0696
 AD0696  VERT ORDER      -  SECOND    CLASS 0
 AD0696
 AD0696.The horizontal coordinates were scaled from a map and have
 AD0696.an estimated accuracy of +/- 6 seconds.
 AD0696
 AD0696.The orthometric height was determined by differential leveling and
 AD0696.adjusted by the NATIONAL GEODETIC SURVEY
 AD0696.in June 1991.
 AD0696
 AD0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD0696.GEOID18 height accuracy estimate available here.
 AD0696
 AD0696.Click photographs - Photos may exist for this station.
 AD0696
 AD0696.The dynamic height is computed by dividing the NAVD 88
 AD0696.geopotential number by the normal gravity value computed on the
 AD0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD0696.degrees latitude (g = 980.6199 gals.).
 AD0696
 AD0696.The modeled gravity was interpolated from observed gravity values.
 AD0696
 AD0696;                    North         East    Units  Estimated Accuracy
 AD0696;SPC FL E     -   261,960.      230,630.      MT  (+/- 180 meters Scaled)
 AD0696
 AD0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK306529(NAD 83)
 AD0696
 AD0696                          SUPERSEDED SURVEY CONTROL
 AD0696
 AD0696  NGVD 29 (??/??/92)    6.450  (m)           21.16   (f) ADJ UNCH    2 0
 AD0696
 AD0696.Superseded values are not recommended for survey control.
 AD0696
 AD0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0696.See file dsdata.pdf to determine how the superseded data were derived.
 AD0696
 AD0696_MARKER: DJ = TIDAL STATION DISK
 AD0696_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD0696_SP_SET: WALL
 AD0696_STAMPING: EDD SURVEY BM
 AD0696_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD0696
 AD0696  HISTORY     - Date     Condition        Report By
 AD0696  HISTORY     - UNK      MONUMENTED       LOCSUR
 AD0696  HISTORY     - 1934     GOOD             CGS
 AD0696  HISTORY     - 1942     GOOD             CGS
 AD0696  HISTORY     - 19920228 MARK NOT FOUND   NGS
 AD0696  HISTORY     - 20250717 MARK NOT FOUND   GEOCAC
 AD0696
 AD0696                          STATION DESCRIPTION
 AD0696
 AD0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 AD0696'0.6 MI NW FROM CHOSEN.
 AD0696'0.6 MILE NORTHWEST ALONG THE SOUTH SIDE OF HILLSBORO CANAL FROM
 AD0696'THE DRAWBRIDGE AT CHOSEN, AT THE ENTRANCE TO LAKE OKEECHOBEE,
 AD0696'IN THE NORTHEAST WALL OF THE CONCRETE LOCK STRUCTURE, 4 FEET
 AD0696'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST WALL, 0.8 FOOT
 AD0696'SOUTHWEST OF THE CENTER LINE OF THE WALL, AND 9.5 FEET SOUTHEAST
 AD0696'OF THE NORTHEAST HINGE PIN OF THE SOUTHEAST GATES.  SET FLUSH
 AD0696'IN THE UPPER SURFACE OF THE CONCRETE WALL.
 AD0696
 AD0696                          STATION RECOVERY (1942)
 AD0696
 AD0696'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 AD0696'RECOVERED IN GOOD CONDITION.
 AD0696
 AD0696                          STATION RECOVERY (1992)
 AD0696
 AD0696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD0696'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD0696
 AD0696                          STATION RECOVERY (2025)
 AD0696
 AD0696'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD0696'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD0719 ***********************************************************************
 AD0719  DESIGNATION -  872 2627 TIDAL 2
 AD0719  PID         -  AD0719
 AD0719  STATE/COUNTY-  FL/PALM BEACH
 AD0719  COUNTRY     -  US
 AD0719  USGS QUAD   -  LAKE HARBOR (2018)
 AD0719
 AD0719                         *CURRENT SURVEY CONTROL
 AD0719  ______________________________________________________________________
 AD0719* NAD 83(1986) POSITION- 26 41 37.     (N) 080 48 25.     (W)   SCALED
 AD0719* NAVD 88 ORTHO HEIGHT -     4.905 (meters)       16.09  (feet) ADJUSTED
 AD0719  ______________________________________________________________________
 AD0719  GEOID HEIGHT    -        -24.937 (meters)                     GEOID18
 AD0719  DYNAMIC HEIGHT  -          4.898 (meters)       16.07  (feet) COMP
 AD0719  MODELED GRAVITY -    979,104.9   (mgal)                       NAVD 88
 AD0719
 AD0719  VERT ORDER      -  SECOND    CLASS 0
 AD0719
 AD0719.The horizontal coordinates were scaled from a map and have
 AD0719.an estimated accuracy of +/- 6 seconds.
 AD0719
 AD0719.The orthometric height was determined by differential leveling and
 AD0719.adjusted by the NATIONAL GEODETIC SURVEY
 AD0719.in June 1991.
 AD0719
 AD0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD0719.GEOID18 height accuracy estimate available here.
 AD0719
 AD0719.Click photographs - Photos may exist for this station.
 AD0719
 AD0719.The dynamic height is computed by dividing the NAVD 88
 AD0719.geopotential number by the normal gravity value computed on the
 AD0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD0719.degrees latitude (g = 980.6199 gals.).
 AD0719
 AD0719.The modeled gravity was interpolated from observed gravity values.
 AD0719
 AD0719;                    North         East    Units  Estimated Accuracy
 AD0719;SPC FL E     -   261,470.      219,210.      MT  (+/- 180 meters Scaled)
 AD0719
 AD0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK192525(NAD 83)
 AD0719
 AD0719                          SUPERSEDED SURVEY CONTROL
 AD0719
 AD0719  NGVD 29 (??/??/92)    5.276  (m)           17.31   (f) ADJ UNCH    2 0
 AD0719
 AD0719.Superseded values are not recommended for survey control.
 AD0719
 AD0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0719.See file dsdata.pdf to determine how the superseded data were derived.
 AD0719
 AD0719_MARKER: DB = BENCH MARK DISK
 AD0719_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD0719+WITH SETTING: PAVEMENT
 AD0719_SP_SET: WATER TANK FOUNDATION
 AD0719_STAMPING: NO 2 1925
 AD0719_MARK LOGO: CGS
 AD0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD0719+STABILITY: SURFACE MOTION
 AD0719
 AD0719  HISTORY     - Date     Condition        Report By
 AD0719  HISTORY     - 1925     MONUMENTED       CGS
 AD0719  HISTORY     - 1952     GOOD             CGS
 AD0719  HISTORY     - 1964     GOOD             CGS
 AD0719  HISTORY     - 19920327 MARK NOT FOUND   NGS
 AD0719  HISTORY     - 20250922 MARK NOT FOUND   GEOCAC
 AD0719
 AD0719                          STATION DESCRIPTION
 AD0719
 AD0719'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AD0719'AT LAKE HARBOR.
 AD0719'AT LAKE HARBOR, AT THE ENTRANCE OF MIAMI CANAL INTO LAKE
 AD0719'OKEECHOBEE, 72.9 FEET EAST OF THE EAST WALL OF THE LOCK STRUCTURE,
 AD0719'20.8 FEET SOUTH OF THE LOCKKEEPERS HOUSE, AND IN THE WEST FACE
 AD0719'AT THE NORTHWEST CORNER OF THE FOUNDATION OF A DEMOLISHED WATER
 AD0719'TANK.  A STANDARD DISK, STAMPED NO. 2 1925 AND SET VERTICALLY.
 AD0719
 AD0719                          STATION RECOVERY (1964)
 AD0719
 AD0719'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964
 AD0719'RECOVERED IN GOOD CONDITION.
 AD0719
 AD0719                          STATION RECOVERY (1992)
 AD0719
 AD0719'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD0719'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD0719
 AD0719                          STATION RECOVERY (2025)
 AD0719
 AD0719'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD0719'MARK NOT FOUND.  TANK FOUNDATION REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD0722 ***********************************************************************
 AD0722  DESIGNATION -  872 2627 TIDAL 3
 AD0722  PID         -  AD0722
 AD0722  STATE/COUNTY-  FL/PALM BEACH
 AD0722  COUNTRY     -  US
 AD0722  USGS QUAD   -  LAKE HARBOR (2018)
 AD0722
 AD0722                         *CURRENT SURVEY CONTROL
 AD0722  ______________________________________________________________________
 AD0722* NAD 83(1986) POSITION- 26 41 36.9    (N) 080 48 25.5    (W)   HD_HELD2
 AD0722* NAVD 88 ORTHO HEIGHT -     5.358 (meters)       17.58  (feet) ADJUSTED
 AD0722  ______________________________________________________________________
 AD0722  GEOID HEIGHT    -        -24.937 (meters)                     GEOID18
 AD0722  DYNAMIC HEIGHT  -          5.349 (meters)       17.55  (feet) COMP
 AD0722  MODELED GRAVITY -    979,104.9   (mgal)                       NAVD 88
 AD0722
 AD0722  VERT ORDER      -  FIRST     CLASS II
 AD0722
 AD0722.The horizontal coordinates were established by autonomous hand held GPS
 AD0722.observations and have an estimated accuracy of +/- 10 meters.
 AD0722
 AD0722.The orthometric height was determined by differential leveling and
 AD0722.adjusted by the NATIONAL GEODETIC SURVEY
 AD0722.in September 1992.
 AD0722
 AD0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD0722.GEOID18 height accuracy estimate available here.
 AD0722
 AD0722.Click photographs - Photos may exist for this station.
 AD0722
 AD0722.The dynamic height is computed by dividing the NAVD 88
 AD0722.geopotential number by the normal gravity value computed on the
 AD0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD0722.degrees latitude (g = 980.6199 gals.).
 AD0722
 AD0722.The modeled gravity was interpolated from observed gravity values.
 AD0722
 AD0722;                    North         East    Units  Estimated Accuracy
 AD0722;SPC FL E     -   261,469.      219,198.      MT  (+/- 10 meters HH2 GPS)
 AD0722
 AD0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK1919152512(NAD 83)
 AD0722
 AD0722                          SUPERSEDED SURVEY CONTROL
 AD0722
 AD0722  NAVD 88 (06/15/91)    5.668  (m)           18.60   (f) SUPERSEDED  1 2
 AD0722  NGVD 29 (09/01/92)    5.784  (m)           18.98   (f) ADJUSTED    1 2
 AD0722
 AD0722.Superseded values are not recommended for survey control.
 AD0722
 AD0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD0722.See file dsdata.pdf to determine how the superseded data were derived.
 AD0722
 AD0722_MARKER: DB = BENCH MARK DISK
 AD0722_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD0722_SP_SET: RETAINING WALL
 AD0722_STAMPING: NO 3 1952
 AD0722_MARK LOGO: CGS
 AD0722_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD0722_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD0722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD0722+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2025
 AD0722
 AD0722  HISTORY     - Date     Condition        Report By
 AD0722  HISTORY     - 1952     MONUMENTED       CGS
 AD0722  HISTORY     - 19920317 GOOD             NGS
 AD0722  HISTORY     - 20050719 GOOD             MCKIM
 AD0722  HISTORY     - 20250922 GOOD             GEOCAC
 AD0722
 AD0722                          STATION DESCRIPTION
 AD0722
 AD0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD0722'0.1 KM (0.05 MI) EASTERLY ALONG CORKSCREW ROAD FROM THE POST OFFICE
 AD0722'IN LAKE HARBOR, IN TOP OF AND 0.7 M (2.3 FT) NORTH OF THE SOUTH END
 AD0722'OF THE EAST CONCRETE RETAINING WALL OF AN ABANDONED CANAL LOCK, 52.3
 AD0722'M (171.6 FT) NORTH OF THE CENTERLINE OF THE ROAD, 4.1 M (13.5 FT)
 AD0722'WEST OF THE EAST END OF THE RETAINING WALL, 1.0 M (3.3 FT) BELOW THE
 AD0722'LEVEL OF THE ROAD, AND 1.0 M (3.3 FT) EAST OF THE WEST EDGE OF THE
 AD0722'RETAINING WALL.
 AD0722
 AD0722                          STATION RECOVERY (2005)
 AD0722
 AD0722'RECOVERY NOTE BY MCKIM AND CREED 2005 (BRH)
 AD0722'RECOVERED IN GOOD CONDITION.
 AD0722
 AD0722                          STATION RECOVERY (2025)
 AD0722
 AD0722'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD0722'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8074 ***********************************************************************
 AD8074  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8074  DESIGNATION -  872 2654 F TIDAL
 AD8074  PID         -  AD8074
 AD8074  STATE/COUNTY-  FL/PALM BEACH
 AD8074  COUNTRY     -  US
 AD8074  USGS QUAD   -  PALM BEACH (2018)
 AD8074
 AD8074                         *CURRENT SURVEY CONTROL
 AD8074  ______________________________________________________________________
 AD8074* NAD 83(1986) POSITION- 26 38 47.46   (N) 080 02 44.89   (W)   HD_HELD1
 AD8074* NAVD 88 ORTHO HEIGHT -     0.928 (meters)        3.04  (feet) ADJUSTED
 AD8074  ______________________________________________________________________
 AD8074  GEOID HEIGHT    -        -26.403 (meters)                     GEOID18
 AD8074  DYNAMIC HEIGHT  -          0.926 (meters)        3.04  (feet) COMP
 AD8074  MODELED GRAVITY -    979,113.7   (mgal)                       NAVD 88
 AD8074
 AD8074  VERT ORDER      -  SECOND    CLASS I
 AD8074
 AD8074.The horizontal coordinates were determined by differentially corrected
 AD8074.hand held GPS observations or other comparable positioning techniques
 AD8074.and have an estimated accuracy of +/- 3 meters.
 AD8074
 AD8074.The orthometric height was determined by differential leveling and
 AD8074.adjusted by the NATIONAL GEODETIC SURVEY
 AD8074.in May 2010.
 AD8074
 AD8074.No vertical observational check was made to the station.
 AD8074
 AD8074.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8074.GEOID18 height accuracy estimate available here.
 AD8074
 AD8074.This Tidal Bench Mark is designated as VM 15818
 AD8074.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8074
 AD8074.Click photographs - Photos may exist for this station.
 AD8074
 AD8074.The dynamic height is computed by dividing the NAVD 88
 AD8074.geopotential number by the normal gravity value computed on the
 AD8074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8074.degrees latitude (g = 980.6199 gals.).
 AD8074
 AD8074.The modeled gravity was interpolated from observed gravity values.
 AD8074
 AD8074;                    North         East    Units  Estimated Accuracy
 AD8074;SPC FL E     -   256,594.9     295,000.1     MT  (+/- 3 meters HH1 GPS) 
 AD8074
 AD8074_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9496747639(NAD 83)
 AD8074
 AD8074                          SUPERSEDED SURVEY CONTROL
 AD8074
 AD8074  NAVD 88 (09/06/96)    0.952  (m)            3.12   (f) SUPERSEDED  2 1
 AD8074  NGVD 29 (09/01/92)    1.419  (m)            4.66   (f) ADJUSTED    2 1
 AD8074
 AD8074.Superseded values are not recommended for survey control.
 AD8074
 AD8074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8074.See file dsdata.pdf to determine how the superseded data were derived.
 AD8074
 AD8074_MARKER: DJ = TIDAL STATION DISK
 AD8074_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD8074_SP_SET: SIDEWALK
 AD8074_STAMPING: 2654 F 1986
 AD8074_MARK LOGO: NOS
 AD8074_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8074+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2025
 AD8074
 AD8074  HISTORY     - Date     Condition        Report By
 AD8074  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8074  HISTORY     - 19940614 GOOD             USPSQD
 AD8074  HISTORY     - 20030317 GOOD             USPSQD
 AD8074  HISTORY     - 20040413 GOOD             USPSQD
 AD8074  HISTORY     - 20050418 GOOD             USPSQD
 AD8074  HISTORY     - 20060429 GOOD             USPSQD
 AD8074  HISTORY     - 20060816 GOOD             FLDEP
 AD8074  HISTORY     - 20250522 GOOD             GEOCAC
 AD8074
 AD8074                          STATION DESCRIPTION
 AD8074
 AD8074'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8074'IN WEST PALM BEACH.
 AD8074'BEGIN AT THE JUNCTION OF GREGORY ROAD AND U.S. HIGHWAY 1 AT THE
 AD8074'SOUTH LIMITS OF WEST PALM BEACH, GO 0.7 MILE EAST ON GREGORY ROAD TO
 AD8074'FLAGLER DRIVE, GO 0.05 MILE NORTH ON FLAGLER DRIVE TO FLAGLER COURT
 AD8074'AND THE MARK.  THE MARK BEARS 15 FEET NORTH OF THE CENTERLINE OF
 AD8074'FLAGLER COURT, 85 FEET EAST OF THE CENTERLINE OF FLAGLER DRIVE AND 20
 AD8074'FEET EAST-SOUTHEAST OF THE SOUTHWEST FENCE CORNER AT HOUSE 7850
 AD8074'FLAGLER DRIVE.
 AD8074
 AD8074                          STATION RECOVERY (1994)
 AD8074
 AD8074'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8074'RECOVERED IN GOOD CONDITION.
 AD8074
 AD8074                          STATION RECOVERY (2003)
 AD8074
 AD8074'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD8074'RECOVERED IN GOOD CONDITION.
 AD8074
 AD8074                          STATION RECOVERY (2004)
 AD8074
 AD8074'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8074'RECOVERED IN GOOD CONDITION.
 AD8074
 AD8074                          STATION RECOVERY (2005)
 AD8074
 AD8074'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8074'RECOVERED IN GOOD CONDITION.
 AD8074
 AD8074                          STATION RECOVERY (2006)
 AD8074
 AD8074'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 AD8074'RECOVERED IN GOOD CONDITION.
 AD8074
 AD8074                          STATION RECOVERY (2006)
 AD8074
 AD8074'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD8074'RECOVERED IN GOOD CONDITION.
 AD8074
 AD8074                          STATION RECOVERY (2025)
 AD8074
 AD8074'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD8074'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2799 ***********************************************************************
 AD2799  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2799  DESIGNATION -  872 2654 TIDAL 1
 AD2799  PID         -  AD2799
 AD2799  STATE/COUNTY-  FL/PALM BEACH
 AD2799  COUNTRY     -  US
 AD2799  USGS QUAD   -  PALM BEACH (2018)
 AD2799
 AD2799                         *CURRENT SURVEY CONTROL
 AD2799  ______________________________________________________________________
 AD2799* NAD 83(1986) POSITION- 26 38 42.9    (N) 080 02 40.9    (W)   HD_HELD2
 AD2799* NAVD 88 ORTHO HEIGHT -     0.950 (meters)        3.12  (feet) ADJUSTED
 AD2799  ______________________________________________________________________
 AD2799  GEOID HEIGHT    -        -26.406 (meters)                     GEOID18
 AD2799  DYNAMIC HEIGHT  -          0.949 (meters)        3.11  (feet) COMP
 AD2799  MODELED GRAVITY -    979,113.5   (mgal)                       NAVD 88
 AD2799
 AD2799  VERT ORDER      -  FIRST     CLASS I
 AD2799
 AD2799.The horizontal coordinates were established by autonomous hand held GPS
 AD2799.observations and have an estimated accuracy of +/- 10 meters.
 AD2799
 AD2799.The orthometric height was determined by differential leveling and
 AD2799.adjusted by the NATIONAL GEODETIC SURVEY
 AD2799.in June 1991.
 AD2799
 AD2799.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2799.GEOID18 height accuracy estimate available here.
 AD2799
 AD2799.This Tidal Bench Mark is designated as VM 15817
 AD2799.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2799
 AD2799.Click photographs - Photos may exist for this station.
 AD2799
 AD2799.The dynamic height is computed by dividing the NAVD 88
 AD2799.geopotential number by the normal gravity value computed on the
 AD2799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2799.degrees latitude (g = 980.6199 gals.).
 AD2799
 AD2799.The modeled gravity was interpolated from observed gravity values.
 AD2799
 AD2799;                    North         East    Units  Estimated Accuracy
 AD2799;SPC FL E     -   256,455.      295,112.      MT  (+/- 10 meters HH2 GPS)
 AD2799
 AD2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9507947499(NAD 83)
 AD2799
 AD2799                          SUPERSEDED SURVEY CONTROL
 AD2799
 AD2799  NGVD 29 (??/??/92)    1.459  (m)            4.79   (f) SUPERSEDED  1 1
 AD2799  NGVD 29 (09/01/92)    1.415  (m)            4.64   (f) ADJUSTED    1 1
 AD2799
 AD2799.Superseded values are not recommended for survey control.
 AD2799
 AD2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2799.See file dsdata.pdf to determine how the superseded data were derived.
 AD2799
 AD2799_MARKER: DJ = TIDAL STATION DISK
 AD2799_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD2799_SP_SET: BULKHEAD
 AD2799_STAMPING: NO 1 1970
 AD2799_MARK LOGO: CGS
 AD2799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2799+STABILITY: SURFACE MOTION
 AD2799_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD2799+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2025
 AD2799
 AD2799  HISTORY     - Date     Condition        Report By
 AD2799  HISTORY     - 1970     MONUMENTED       CGS
 AD2799  HISTORY     - 1973     GOOD             NGS
 AD2799  HISTORY     - 1980     GOOD             FLDNR
 AD2799  HISTORY     - 1989     GOOD             USPSQD
 AD2799  HISTORY     - 1990     GOOD             USPSQD
 AD2799  HISTORY     - 19940619 GOOD             USPSQD
 AD2799  HISTORY     - 19950310 GOOD             USPSQD
 AD2799  HISTORY     - 20010104 MARK NOT FOUND   USPSQD
 AD2799  HISTORY     - 20020125 MARK NOT FOUND   USPSQD
 AD2799  HISTORY     - 20030317 MARK NOT FOUND   USPSQD
 AD2799  HISTORY     - 20040412 GOOD             USPSQD
 AD2799  HISTORY     - 20050415 GOOD             USPSQD
 AD2799  HISTORY     - 20060429 GOOD             USPSQD
 AD2799  HISTORY     - 20250522 GOOD             GEOCAC
 AD2799
 AD2799                          STATION DESCRIPTION
 AD2799
 AD2799'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 AD2799'AT WEST PALM BEACH, ABOUT 0.7 MILE EAST ALONG GREGORY ROAD FROM
 AD2799'THE INTERSECTION OF U.S. HIGHWAY 1, ALONG THE BANK OF THE
 AD2799'INTRACOASTAL WATERWAY, ABOUT 150 FEET NORTH OF THE NORTH BANK OF
 AD2799'THE WEST PALM BEACH CANAL, SET ON THE TOP OF THE CONCRETE
 AD2799'BULKHEAD ALONG THE INTRACOASTAL WATERWAY, 135.8 FEET NORTH OF
 AD2799'BENCH MARK 305 (USE) DESCRIBED AND 0.4 FOOT WEST OF THE EAST
 AD2799'FACE OF THE BULKHEAD.  WEST PALM BEACH CANAL GAUGE.
 AD2799
 AD2799                          STATION RECOVERY (1973)
 AD2799
 AD2799'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2799'RECOVERED IN GOOD CONDITION.
 AD2799
 AD2799                          STATION RECOVERY (1980)
 AD2799
 AD2799'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2799'RECOVERED IN GOOD CONDITION.
 AD2799
 AD2799                          STATION RECOVERY (1989)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2799'RECOVERED IN GOOD CONDITION.
 AD2799
 AD2799                          STATION RECOVERY (1990)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2799'RECOVERED IN GOOD CONDITION.
 AD2799
 AD2799                          STATION RECOVERY (1994)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2799'RECOVERED IN GOOD CONDITION.
 AD2799
 AD2799                          STATION RECOVERY (1995)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2799'RECOVERED IN GOOD CONDITION.
 AD2799
 AD2799                          STATION RECOVERY (2001)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 2001 (AAS)
 AD2799'MARK NOT FOUND.
 AD2799
 AD2799                          STATION RECOVERY (2002)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 2002 (AAS)
 AD2799'MARK NOT FOUND.
 AD2799
 AD2799                          STATION RECOVERY (2003)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2799'MARK NOT FOUND.
 AD2799
 AD2799                          STATION RECOVERY (2004)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2799'MARK IS AT THE NORTH END OF THE PROPERTY AT 8020 FLAGLER CT.  SAME
 AD2799'PROPERTY AS AD2797 WHICH IS AT THE 45 DEGREE TURN IN THE SEAWALL.
 AD2799
 AD2799                          STATION RECOVERY (2005)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2799'RECOVERED IN GOOD CONDITION.
 AD2799
 AD2799                          STATION RECOVERY (2006)
 AD2799
 AD2799'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 AD2799'RECOVERED IN GOOD CONDITION.
 AD2799
 AD2799                          STATION RECOVERY (2025)
 AD2799
 AD2799'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD2799'A METAL FENCE IS DIRECTLY OVER THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2795 ***********************************************************************
 AD2795  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2795  DESIGNATION -  872 2654 TIDAL 2
 AD2795  PID         -  AD2795
 AD2795  STATE/COUNTY-  FL/PALM BEACH
 AD2795  COUNTRY     -  US
 AD2795  USGS QUAD   -  PALM BEACH (2018)
 AD2795
 AD2795                         *CURRENT SURVEY CONTROL
 AD2795  ______________________________________________________________________
 AD2795* NAD 83(1986) POSITION- 26 38 42.2    (N) 080 02 43.1    (W)   HD_HELD2
 AD2795* NAVD 88 ORTHO HEIGHT -     0.908 (meters)        2.98  (feet) ADJUSTED
 AD2795  ______________________________________________________________________
 AD2795  GEOID HEIGHT    -        -26.402 (meters)                     GEOID18
 AD2795  DYNAMIC HEIGHT  -          0.906 (meters)        2.97  (feet) COMP
 AD2795  MODELED GRAVITY -    979,113.5   (mgal)                       NAVD 88
 AD2795
 AD2795  VERT ORDER      -  SECOND    CLASS I
 AD2795
 AD2795.The horizontal coordinates were established by autonomous hand held GPS
 AD2795.observations and have an estimated accuracy of +/- 10 meters.
 AD2795
 AD2795.The orthometric height was determined by differential leveling and
 AD2795.adjusted by the NATIONAL GEODETIC SURVEY
 AD2795.in May 2010.
 AD2795
 AD2795.No vertical observational check was made to the station.
 AD2795
 AD2795.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2795.GEOID18 height accuracy estimate available here.
 AD2795
 AD2795.This Tidal Bench Mark is designated as VM 5607
 AD2795.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2795
 AD2795.Click photographs - Photos may exist for this station.
 AD2795
 AD2795.The dynamic height is computed by dividing the NAVD 88
 AD2795.geopotential number by the normal gravity value computed on the
 AD2795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2795.degrees latitude (g = 980.6199 gals.).
 AD2795
 AD2795.The modeled gravity was interpolated from observed gravity values.
 AD2795
 AD2795;                    North         East    Units  Estimated Accuracy
 AD2795;SPC FL E     -   256,433.      295,051.      MT  (+/- 10 meters HH2 GPS)
 AD2795
 AD2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9501847477(NAD 83)
 AD2795
 AD2795                          SUPERSEDED SURVEY CONTROL
 AD2795
 AD2795  NAVD 88 (06/15/91)    0.942  (m)            3.09   (f) SUPERSEDED  1 1
 AD2795  NGVD 29 (??/??/92)    1.443  (m)            4.73   (f) SUPERSEDED  1 1
 AD2795  NGVD 29 (09/01/92)    1.407  (m)            4.62   (f) ADJUSTED    1 1
 AD2795
 AD2795.Superseded values are not recommended for survey control.
 AD2795
 AD2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2795.See file dsdata.pdf to determine how the superseded data were derived.
 AD2795
 AD2795_MARKER: DB = BENCH MARK DISK
 AD2795_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD2795_SP_SET: SIDEWALK
 AD2795_STAMPING: NO 2 1970
 AD2795_MARK LOGO: CGS
 AD2795_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2795+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2025
 AD2795
 AD2795  HISTORY     - Date     Condition        Report By
 AD2795  HISTORY     - 1970     MONUMENTED       CGS
 AD2795  HISTORY     - 1973     GOOD             NGS
 AD2795  HISTORY     - 1980     GOOD             FLDNR
 AD2795  HISTORY     - 1986     GOOD             FLDNR
 AD2795  HISTORY     - 1989     GOOD             USPSQD
 AD2795  HISTORY     - 19940614 GOOD             USPSQD
 AD2795  HISTORY     - 19950310 GOOD             USPSQD
 AD2795  HISTORY     - 20030317 GOOD             USPSQD
 AD2795  HISTORY     - 20040412 GOOD             USPSQD
 AD2795  HISTORY     - 20050415 GOOD             USPSQD
 AD2795  HISTORY     - 20060816 GOOD             FLDEP
 AD2795  HISTORY     - 20250522 GOOD             GEOCAC
 AD2795
 AD2795                          STATION DESCRIPTION
 AD2795
 AD2795'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 AD2795'AT WEST PALM BEACH, ABOUT 0.7 MILE EAST ALONG GREGORY ROAD FROM
 AD2795'THE INTERSECTION OF U.S. HIGHWAY 1, AT THE JUNCTION OF ARLINGTON
 AD2795'PLACE AND FLAGLER COURT, NEAR THE JUNCTION OF THE WEST PALM
 AD2795'BEACH CANAL AT THE INTRACOASTAL WATERWAY, SET ON THE TOP OF THE
 AD2795'SOUTH CONCRETE SIDEWALK ALONG ARLINGTON COURT, 18 FEET SOUTH
 AD2795'OF THE CENTER LINE OF ARLINGTON PLACE, 23 FEET WEST OF THE
 AD2795'EXTENDED CENTER LINE OF FLAGLER COURT LEADING NORTH, 19 FEET WEST
 AD2795'OF THE CENTER LINE OF A CONCRETE DRIVEWAY LEADING TO A RESIDENCE
 AD2795'AT 8026 ARLINGTON PLACE AND 1/2 FOOT ABOVE THE LEVEL OF THE
 AD2795'COURT.  WEST PALM BEACH CANAL GAUGE.
 AD2795
 AD2795                          STATION RECOVERY (1973)
 AD2795
 AD2795'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (1980)
 AD2795
 AD2795'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (1986)
 AD2795
 AD2795'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (1989)
 AD2795
 AD2795'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (1994)
 AD2795
 AD2795'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (1995)
 AD2795
 AD2795'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (2003)
 AD2795
 AD2795'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (2004)
 AD2795
 AD2795'RECOVERY NOTE BY US POWER SQUADRON 2004
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (2005)
 AD2795
 AD2795'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (2006)
 AD2795
 AD2795'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD2795'RECOVERED IN GOOD CONDITION.
 AD2795
 AD2795                          STATION RECOVERY (2025)
 AD2795
 AD2795'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD2795'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2798 ***********************************************************************
 AD2798  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2798  DESIGNATION -  872 2654 TIDAL 3
 AD2798  PID         -  AD2798
 AD2798  STATE/COUNTY-  FL/PALM BEACH
 AD2798  COUNTRY     -  US
 AD2798  USGS QUAD   -  PALM BEACH (2018)
 AD2798
 AD2798                         *CURRENT SURVEY CONTROL
 AD2798  ______________________________________________________________________
 AD2798* NAD 83(1986) POSITION- 26 38 43.5    (N) 080 02 43.1    (W)   HD_HELD2
 AD2798* NAVD 88 ORTHO HEIGHT -     0.838 (meters)        2.75  (feet) ADJUSTED
 AD2798  ______________________________________________________________________
 AD2798  GEOID HEIGHT    -        -26.403 (meters)                     GEOID18
 AD2798  DYNAMIC HEIGHT  -          0.837 (meters)        2.75  (feet) COMP
 AD2798  MODELED GRAVITY -    979,113.5   (mgal)                       NAVD 88
 AD2798
 AD2798  VERT ORDER      -  SECOND    CLASS I
 AD2798
 AD2798.The horizontal coordinates were established by autonomous hand held GPS
 AD2798.observations and have an estimated accuracy of +/- 10 meters.
 AD2798
 AD2798.The orthometric height was determined by differential leveling and
 AD2798.adjusted by the NATIONAL GEODETIC SURVEY
 AD2798.in May 2010.
 AD2798
 AD2798.No vertical observational check was made to the station.
 AD2798
 AD2798.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2798.GEOID18 height accuracy estimate available here.
 AD2798
 AD2798.This Tidal Bench Mark is designated as VM 5608
 AD2798.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2798
 AD2798.Click photographs - Photos may exist for this station.
 AD2798
 AD2798.The dynamic height is computed by dividing the NAVD 88
 AD2798.geopotential number by the normal gravity value computed on the
 AD2798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2798.degrees latitude (g = 980.6199 gals.).
 AD2798
 AD2798.The modeled gravity was interpolated from observed gravity values.
 AD2798
 AD2798;                    North         East    Units  Estimated Accuracy
 AD2798;SPC FL E     -   256,473.      295,051.      MT  (+/- 10 meters HH2 GPS)
 AD2798
 AD2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9501847517(NAD 83)
 AD2798
 AD2798                          SUPERSEDED SURVEY CONTROL
 AD2798
 AD2798  NAVD 88 (06/15/91)    0.869  (m)            2.85   (f) SUPERSEDED  1 1
 AD2798  NGVD 29 (??/??/92)    1.363  (m)            4.47   (f) SUPERSEDED  1 1
 AD2798  NGVD 29 (09/01/92)    1.336  (m)            4.38   (f) ADJUSTED    1 1
 AD2798
 AD2798.Superseded values are not recommended for survey control.
 AD2798
 AD2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2798.See file dsdata.pdf to determine how the superseded data were derived.
 AD2798
 AD2798_MARKER: DB = BENCH MARK DISK
 AD2798_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD2798_SP_SET: SIDEWALK
 AD2798_STAMPING: NO 3 1970
 AD2798_MARK LOGO: CGS
 AD2798_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2798_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2798+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2025
 AD2798
 AD2798  HISTORY     - Date     Condition        Report By
 AD2798  HISTORY     - 1970     MONUMENTED       CGS
 AD2798  HISTORY     - 1973     GOOD             NGS
 AD2798  HISTORY     - 1980     GOOD             FLDNR
 AD2798  HISTORY     - 1986     GOOD             FLDNR
 AD2798  HISTORY     - 1990     GOOD             USPSQD
 AD2798  HISTORY     - 19940614 GOOD             USPSQD
 AD2798  HISTORY     - 19950310 GOOD             USPSQD
 AD2798  HISTORY     - 20030317 GOOD             USPSQD
 AD2798  HISTORY     - 20040412 GOOD             USPSQD
 AD2798  HISTORY     - 20050415 GOOD             USPSQD
 AD2798  HISTORY     - 20060429 GOOD             USPSQD
 AD2798  HISTORY     - 20060816 GOOD             FLDEP
 AD2798  HISTORY     - 20250522 GOOD             GEOCAC
 AD2798
 AD2798                          STATION DESCRIPTION
 AD2798
 AD2798'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 AD2798'AT WEST PALM BEACH, ABOUT 0.7 MILE EAST ALONG GREGORY ROAD FROM
 AD2798'THE INTERSECTION OF U.S. HIGHWAY 1, ALONG FLAGLER COURT, NEAR
 AD2798'THE NORTH EDGE OF THE WEST PALM BEACH CANAL AND EAST SIDE OF
 AD2798'THE INTRACOASTAL WATERWAY, BETWEEN TIDAL 2 AND 4 DESCRIBED, 337.4
 AD2798'FEET SOUTH OF TIDAL 4 DESCRIBED, 124.7 FEET NORTH OF AND ACROSS
 AD2798'ARLINGTON PLACE FROM TIDAL 2 DESCRIBED, 18 FEET WEST OF THE
 AD2798'CENTER LINE OF FLAGLER COURT AND SET ON THE TOP OF THE WEST
 AD2798'CONCRETE SIDEWALK ALONG FLAGLER COURT.  WEST PALM BEACH CANAL
 AD2798'GAUGE.
 AD2798
 AD2798                          STATION RECOVERY (1973)
 AD2798
 AD2798'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (1980)
 AD2798
 AD2798'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (1986)
 AD2798
 AD2798'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (1990)
 AD2798
 AD2798'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (1994)
 AD2798
 AD2798'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (1995)
 AD2798
 AD2798'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (2003)
 AD2798
 AD2798'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (2004)
 AD2798
 AD2798'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (2005)
 AD2798
 AD2798'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (2006)
 AD2798
 AD2798'RECOVERY NOTE BY US POWER SQUADRON 2006 (AAS)
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (2006)
 AD2798
 AD2798'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD2798'RECOVERED IN GOOD CONDITION.
 AD2798
 AD2798                          STATION RECOVERY (2025)
 AD2798
 AD2798'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD2798'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2800 ***********************************************************************
 AD2800  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2800  DESIGNATION -  872 2654 TIDAL 4
 AD2800  PID         -  AD2800
 AD2800  STATE/COUNTY-  FL/PALM BEACH
 AD2800  COUNTRY     -  US
 AD2800  USGS QUAD   -  PALM BEACH (2018)
 AD2800
 AD2800                         *CURRENT SURVEY CONTROL
 AD2800  ______________________________________________________________________
 AD2800* NAD 83(1986) POSITION- 26 38 46.8    (N) 080 02 42.9    (W)   HD_HELD2
 AD2800* NAVD 88 ORTHO HEIGHT -     0.944 (meters)        3.10  (feet) ADJUSTED
 AD2800  ______________________________________________________________________
 AD2800  GEOID HEIGHT    -        -26.405 (meters)                     GEOID18
 AD2800  DYNAMIC HEIGHT  -          0.942 (meters)        3.09  (feet) COMP
 AD2800  MODELED GRAVITY -    979,113.6   (mgal)                       NAVD 88
 AD2800
 AD2800  VERT ORDER      -  SECOND    CLASS I
 AD2800
 AD2800.The horizontal coordinates were established by autonomous hand held GPS
 AD2800.observations and have an estimated accuracy of +/- 10 meters.
 AD2800
 AD2800.The orthometric height was determined by differential leveling and
 AD2800.adjusted by the NATIONAL GEODETIC SURVEY
 AD2800.in May 2010.
 AD2800
 AD2800.No vertical observational check was made to the station.
 AD2800
 AD2800.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2800.GEOID18 height accuracy estimate available here.
 AD2800
 AD2800.This Tidal Bench Mark is designated as VM 5609
 AD2800.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2800
 AD2800.Click photographs - Photos may exist for this station.
 AD2800
 AD2800.The dynamic height is computed by dividing the NAVD 88
 AD2800.geopotential number by the normal gravity value computed on the
 AD2800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2800.degrees latitude (g = 980.6199 gals.).
 AD2800
 AD2800.The modeled gravity was interpolated from observed gravity values.
 AD2800
 AD2800;                    North         East    Units  Estimated Accuracy
 AD2800;SPC FL E     -   256,575.      295,055.      MT  (+/- 10 meters HH2 GPS)
 AD2800
 AD2800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9502247619(NAD 83)
 AD2800
 AD2800                          SUPERSEDED SURVEY CONTROL
 AD2800
 AD2800  NAVD 88 (06/15/91)    0.983  (m)            3.23   (f) SUPERSEDED  1 1
 AD2800  NGVD 29 (??/??/92)    1.474  (m)            4.84   (f) SUPERSEDED  1 1
 AD2800  NGVD 29 (09/01/92)    1.449  (m)            4.75   (f) ADJUSTED    1 1
 AD2800
 AD2800.Superseded values are not recommended for survey control.
 AD2800
 AD2800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2800.See file dsdata.pdf to determine how the superseded data were derived.
 AD2800
 AD2800_MARKER: DB = BENCH MARK DISK
 AD2800_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD2800_SP_SET: SIDEWALK
 AD2800_STAMPING: NO 4 1970
 AD2800_MARK LOGO: CGS
 AD2800_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2800_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2800+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2025
 AD2800
 AD2800  HISTORY     - Date     Condition        Report By
 AD2800  HISTORY     - 1970     MONUMENTED       NOS
 AD2800  HISTORY     - 1973     GOOD             NGS
 AD2800  HISTORY     - 1980     GOOD             FLDNR
 AD2800  HISTORY     - 1986     GOOD             FLDNR
 AD2800  HISTORY     - 1989     GOOD             USPSQD
 AD2800  HISTORY     - 1990     GOOD             USPSQD
 AD2800  HISTORY     - 19940614 GOOD             USPSQD
 AD2800  HISTORY     - 19950310 GOOD             USPSQD
 AD2800  HISTORY     - 20030317 GOOD             USPSQD
 AD2800  HISTORY     - 20040412 GOOD             USPSQD
 AD2800  HISTORY     - 20050415 GOOD             USPSQD
 AD2800  HISTORY     - 20060816 GOOD             FLDEP
 AD2800  HISTORY     - 20250522 GOOD             GEOCAC
 AD2800
 AD2800                          STATION DESCRIPTION
 AD2800
 AD2800'DESCRIBED BY NATIONAL OCEAN SERVICE 1970
 AD2800'AT WEST PALM BEACH, ABOUT 0.7 MILE EAST ALONG GREGORY ROAD FROM
 AD2800'THE INTERSECTION OF U.S. HIGHWAY 1, ALONG FLAGLER COURT, 242 FEET
 AD2800'EAST ALONG FLAGLER COURT FROM THE CENTER OF THE JUNCTION OF
 AD2800'FLAGLER COURT AND FLAGLER DRIVE, 337.5 FEET NORTH OF TIDAL 3
 AD2800'DESCRIBED, 18 FEET WEST OF THE CENTER LINE OF FLAGLER COURT, SET
 AD2800'ON THE TOP OF THE CONCRETE SIDEWALK OF FLAGLER COURT AND 1/2
 AD2800'FOOT ABOVE THE LEVEL OF THE COURT.  WEST PALM BEACH CANAL GAUGE.
 AD2800
 AD2800                          STATION RECOVERY (1973)
 AD2800
 AD2800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (1980)
 AD2800
 AD2800'RECOVERY NOTE BY FL DEPT OF NAT RES 1980
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (1986)
 AD2800
 AD2800'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (1989)
 AD2800
 AD2800'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (1990)
 AD2800
 AD2800'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (1994)
 AD2800
 AD2800'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (1995)
 AD2800
 AD2800'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (2003)
 AD2800
 AD2800'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (2004)
 AD2800
 AD2800'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (2005)
 AD2800
 AD2800'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (2006)
 AD2800
 AD2800'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD2800'RECOVERED IN GOOD CONDITION.
 AD2800
 AD2800                          STATION RECOVERY (2025)
 AD2800
 AD2800'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD2800'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AM7008 ***********************************************************************
 AM7008  TIDAL BM    -  This is a Tidal Bench Mark.
 AM7008  DESIGNATION -  872 2670 F TIDAL
 AM7008  PID         -  AM7008
 AM7008  STATE/COUNTY-  FL/PALM BEACH
 AM7008  COUNTRY     -  US
 AM7008  USGS QUAD   -  LAKE WORTH (2018)
 AM7008
 AM7008                         *CURRENT SURVEY CONTROL
 AM7008  ______________________________________________________________________
 AM7008* NAD 83(1986) POSITION- 26 36 45.     (N) 080 02 12.     (W)   SCALED
 AM7008* NAVD 88 ORTHO HEIGHT -     3.220 (meters)       10.56  (feet) ADJUSTED
 AM7008  ______________________________________________________________________
 AM7008  GEOID HEIGHT    -        -26.387 (meters)                     GEOID18
 AM7008  DYNAMIC HEIGHT  -          3.215 (meters)       10.55  (feet) COMP
 AM7008  MODELED GRAVITY -    979,110.0   (mgal)                       NAVD 88
 AM7008
 AM7008  VERT ORDER      -  FIRST     CLASS II
 AM7008
 AM7008.The horizontal coordinates were scaled from a map and have
 AM7008.an estimated accuracy of +/- 6 seconds.
 AM7008
 AM7008.The orthometric height was determined by differential leveling and
 AM7008.adjusted by the NATIONAL GEODETIC SURVEY
 AM7008.in June 2002.
 AM7008
 AM7008.No vertical observational check was made to the station.
 AM7008
 AM7008.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM7008.GEOID18 height accuracy estimate available here.
 AM7008
 AM7008.This Tidal Bench Mark is designated as VM 1773
 AM7008.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AM7008
 AM7008.Click photographs - Photos may exist for this station.
 AM7008
 AM7008.The dynamic height is computed by dividing the NAVD 88
 AM7008.geopotential number by the normal gravity value computed on the
 AM7008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM7008.degrees latitude (g = 980.6199 gals.).
 AM7008
 AM7008.The modeled gravity was interpolated from observed gravity values.
 AM7008
 AM7008;                    North         East    Units  Estimated Accuracy
 AM7008;SPC FL E     -   252,830.      295,940.      MT  (+/- 180 meters Scaled)
 AM7008
 AM7008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK959438(NAD 83)
 AM7008
 AM7008                          SUPERSEDED SURVEY CONTROL
 AM7008
 AM7008.No superseded survey control is available for this station.
 AM7008
 AM7008_MARKER: DB = BENCH MARK DISK
 AM7008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM7008_STAMPING: 2670 F 1991
 AM7008_MARK LOGO: NOS
 AM7008_PROJECTION: PROJECTING 3 CENTIMETERS
 AM7008_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM7008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM7008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM7008+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2002
 AM7008
 AM7008  HISTORY     - Date     Condition        Report By
 AM7008  HISTORY     - 1991     MONUMENTED       NOS
 AM7008  HISTORY     - 20020222 GOOD             FLDEP
 AM7008  HISTORY     - 20250526 MARK NOT FOUND   GEOCAC
 AM7008
 AM7008                          STATION DESCRIPTION
 AM7008
 AM7008'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 AM7008'THE MARK IS IN LAKE WORTH, ABOUT 7.5 MI SOUTH OF WEST PALM BEACH, ON
 AM7008'THE SOUTHWEST SIDE OF LAKE WORTH MUNICIPAL PIER, IN SECTION 26,
 AM7008'TOWNSHIP 44 SOUTH, RANGE 43 EAST.
 AM7008'
 AM7008'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A, STATE
 AM7008'HIGHWAY 802 AND THE ENTRANCE TO LAKE WORTH MUNICIPAL PIER AND THE JACK
 AM7008'BARTON MEMORIAL PARK ON THE EAST SIDE OF LAKE WORTH, GO EAST ON LAKE
 AM7008'WORTH MUNICIPAL PIER ENTRANCE ROAD FOR 0.05 MI TO A Y-JUNCTION BEAR
 AM7008'RIGHT, CONTINUE SOUTHEAST ON THE PAVED ROAD AND PARKING AREA FOR 0.2
 AM7008'MI TO THE LAKE WORTH MUNICIPAL PIER ON THE RIGHT AND THE MARK ON THE
 AM7008'RIGHT, A NOS DISK ON TOP OF A ROD INSIDE A 4-INCH PVC PIPE, 1.2 FT
 AM7008'ABOVE THE LEVEL OF THE SAND BEACH AND ABOUT 2.4 FT BELOW THE LEVEL OF
 AM7008'THE SEAWALL AND PAVED RAMP FOR THE LAKE WORTH PIER.
 AM7008'
 AM7008'LOCATED 57.0 FT EAST OF THE EAST EDGE OF THE ENTRANCE ROAD, 31.8 FT
 AM7008'EAST OF THE SOUTHWEST INSIDE CORNER OF THE SEAWALL FOR THE LAKE WORTH
 AM7008'PIER RAMP AND THE BEACHSIDE SIDEWALK SEAWALL, 25.5 FT SOUTH OF THE
 AM7008'MUNICIPAL PIER, 5.7 FT SOUTH OF THE SOUTHWEST END OF THE FISHING PIER
 AM7008'AND 1.4 FT EAST OF THE SOUTHEAST CORNER OF A SEAWALL AT THE SOUTHWEST
 AM7008'CORNER OF THE FISHING PIER.
 AM7008'
 AM7008'NOTE THE SAND IS WASHING AWAY FROM THE CONCRETE 0.4 FT ABOVE THE LEVEL
 AM7008'OF THE BEACH SAND.
 AM7008
 AM7008                          STATION RECOVERY (2025)
 AM7008
 AM7008'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AM7008'MARK NOT FOUND.  PARKING LOT AND PIER AREA HAVE BEEN REDONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AM7007 ***********************************************************************
 AM7007  DESIGNATION -  872 2670 G TIDAL
 AM7007  PID         -  AM7007
 AM7007  STATE/COUNTY-  FL/PALM BEACH
 AM7007  COUNTRY     -  US
 AM7007  USGS QUAD   -  LAKE WORTH (2018)
 AM7007
 AM7007                         *CURRENT SURVEY CONTROL
 AM7007  ______________________________________________________________________
 AM7007* NAD 83(1986) POSITION- 26 36 49.     (N) 080 02 16.     (W)   SCALED
 AM7007* NAVD 88 ORTHO HEIGHT -     5.198 (meters)       17.05  (feet) ADJUSTED
 AM7007  ______________________________________________________________________
 AM7007  GEOID HEIGHT    -        -26.383 (meters)                     GEOID18
 AM7007  DYNAMIC HEIGHT  -          5.190 (meters)       17.03  (feet) COMP
 AM7007  MODELED GRAVITY -    979,110.2   (mgal)                       NAVD 88
 AM7007
 AM7007  VERT ORDER      -  FIRST     CLASS II
 AM7007
 AM7007.The horizontal coordinates were scaled from a map and have
 AM7007.an estimated accuracy of +/- 6 seconds.
 AM7007
 AM7007.The orthometric height was determined by differential leveling and
 AM7007.adjusted by the NATIONAL GEODETIC SURVEY
 AM7007.in June 2002.
 AM7007
 AM7007.No vertical observational check was made to the station.
 AM7007
 AM7007.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM7007.GEOID18 height accuracy estimate available here.
 AM7007
 AM7007.Click photographs - Photos may exist for this station.
 AM7007
 AM7007.The dynamic height is computed by dividing the NAVD 88
 AM7007.geopotential number by the normal gravity value computed on the
 AM7007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM7007.degrees latitude (g = 980.6199 gals.).
 AM7007
 AM7007.The modeled gravity was interpolated from observed gravity values.
 AM7007
 AM7007;                    North         East    Units  Estimated Accuracy
 AM7007;SPC FL E     -   252,960.      295,830.      MT  (+/- 180 meters Scaled)
 AM7007
 AM7007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK957440(NAD 83)
 AM7007
 AM7007                          SUPERSEDED SURVEY CONTROL
 AM7007
 AM7007.No superseded survey control is available for this station.
 AM7007
 AM7007_MARKER: DB = BENCH MARK DISK
 AM7007_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AM7007_STAMPING: 2670 G 1991
 AM7007_MARK LOGO: NOS
 AM7007_PROJECTION: FLUSH
 AM7007_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM7007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AM7007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM7007+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2002
 AM7007
 AM7007  HISTORY     - Date     Condition        Report By
 AM7007  HISTORY     - 1991     MONUMENTED       NOS
 AM7007  HISTORY     - 20020222 GOOD             FLDEP
 AM7007  HISTORY     - 20250526 MARK NOT FOUND   GEOCAC
 AM7007
 AM7007                          STATION DESCRIPTION
 AM7007
 AM7007'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 AM7007'THE MARK IS IN LAKE WORTH, ABOUT 7.5 MI SOUTH OF WEST PALM BEACH, IN
 AM7007'SECTION 26, TOWNSHIP
 AM7007'44 SOUTH, RANGE 43 EAST.
 AM7007'
 AM7007'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A, STATE
 AM7007'HIGHWAY 802 AND THE
 AM7007'ENTRANCE TO LAKE WORTH MUNICIPAL PIER AND THE JACK BARTON MEMORIAL
 AM7007'PARK ON THE EAST
 AM7007'SIDE OF LAKE WORTH, GO EAST ON LAKE WORTH MUNICIPAL PIER ENTRANCE ROAD
 AM7007'FOR 0.05 MI TO
 AM7007'A Y-JUNCTION BEAR LEFT AND CONTINUE SOUTHEAST ON THE PAVED ROAD AND
 AM7007'PARKING AREA AND
 AM7007'THE MARK ON THE LEFT, SET IN THE GRASS MEDIAN AND PICNIC AREA BETWEEN
 AM7007'THE UPPER AND
 AM7007'LOWER PARKING LOTS, A NOS DISK ON TOP OF A ROD INSIDE A 4-INCH PVC
 AM7007'PIPE, PROJECTING 0.15 FT
 AM7007'ABOVE THE LEVEL OF THE GROUND AND ABOUT 0.5 FT ABOVE THE LEVEL OF THE
 AM7007'PARKING AREA.
 AM7007'
 AM7007'LOCATED ABOUT 275.0 FT NORTHWEST OF THE LAKE WORTH PIER, 150.0 FT WEST
 AM7007'OF THE EASTERN
 AM7007'MOST SEAWALL ALONG ATLANTIC OCEAN BEACH, 55.3 FT NORTH-NORTHEAST OF
 AM7007'THE FLAGPOLE, 39.4
 AM7007'FT SOUTHWEST OF A POWER POLE, 28.1 FT SOUTHEAST OF THE SOUTHEAST
 AM7007'CORNER OF A
 AM7007'CONCRETE PICNIC TABLE AND 19.2 FT WEST OF THE EAST SIDE OF THE
 AM7007'CONCRETE CURB ON THE
 AM7007'WEST SIDE OF THE UPPER PARKING LOT.
 AM7007
 AM7007                          STATION RECOVERY (2025)
 AM7007
 AM7007'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AM7007'MARK NOT FOUND.  PARKING LOT AREA HAS BEEN REDONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AM7006 ***********************************************************************
 AM7006  TIDAL BM    -  This is a Tidal Bench Mark.
 AM7006  DESIGNATION -  872 2670 TIDAL 1
 AM7006  PID         -  AM7006
 AM7006  STATE/COUNTY-  FL/PALM BEACH
 AM7006  COUNTRY     -  US
 AM7006  USGS QUAD   -  LAKE WORTH (2018)
 AM7006
 AM7006                         *CURRENT SURVEY CONTROL
 AM7006  ______________________________________________________________________
 AM7006* NAD 83(1986) POSITION- 26 36 45.     (N) 080 02 18.     (W)   SCALED
 AM7006* NAVD 88 ORTHO HEIGHT -     1.344 (meters)        4.41  (feet) ADJUSTED
 AM7006  ______________________________________________________________________
 AM7006  GEOID HEIGHT    -        -26.379 (meters)                     GEOID18
 AM7006  DYNAMIC HEIGHT  -          1.341 (meters)        4.40  (feet) COMP
 AM7006  MODELED GRAVITY -    979,110.2   (mgal)                       NAVD 88
 AM7006
 AM7006  VERT ORDER      -  FIRST     CLASS II
 AM7006
 AM7006.The horizontal coordinates were scaled from a map and have
 AM7006.an estimated accuracy of +/- 6 seconds.
 AM7006
 AM7006.The orthometric height was determined by differential leveling and
 AM7006.adjusted by the NATIONAL GEODETIC SURVEY
 AM7006.in June 2002.
 AM7006
 AM7006.No vertical observational check was made to the station.
 AM7006
 AM7006.Significant digits in the geoid height do not necessarily reflect accuracy.
 AM7006.GEOID18 height accuracy estimate available here.
 AM7006
 AM7006.This Tidal Bench Mark is designated as VM 664
 AM7006.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AM7006
 AM7006.Click photographs - Photos may exist for this station.
 AM7006
 AM7006.The dynamic height is computed by dividing the NAVD 88
 AM7006.geopotential number by the normal gravity value computed on the
 AM7006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AM7006.degrees latitude (g = 980.6199 gals.).
 AM7006
 AM7006.The modeled gravity was interpolated from observed gravity values.
 AM7006
 AM7006;                    North         East    Units  Estimated Accuracy
 AM7006;SPC FL E     -   252,830.      295,770.      MT  (+/- 180 meters Scaled)
 AM7006
 AM7006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK957438(NAD 83)
 AM7006
 AM7006                          SUPERSEDED SURVEY CONTROL
 AM7006
 AM7006.No superseded survey control is available for this station.
 AM7006
 AM7006_MARKER: DB = BENCH MARK DISK
 AM7006_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AM7006_SP_SET: DRAIN
 AM7006_STAMPING: NO 1 1973
 AM7006_MARK LOGO: NOS
 AM7006_MAGNETIC: N = NO MAGNETIC MATERIAL
 AM7006_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AM7006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AM7006+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2002
 AM7006
 AM7006  HISTORY     - Date     Condition        Report By
 AM7006  HISTORY     - 1973     MONUMENTED       NOS
 AM7006  HISTORY     - 20020222 GOOD             FLDEP
 AM7006  HISTORY     - 20250526 MARK NOT FOUND   GEOCAC
 AM7006
 AM7006                          STATION DESCRIPTION
 AM7006
 AM7006'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 AM7006'THE MARK IS IN LAKE WORTH, ABOUT 7.5 MI SOUTH OF WEST PALM BEACH, AT
 AM7006'THE SOUTH ENTRANCE
 AM7006'TO LAKE WORTH CITY FISHING PIER, IN SECTION 26, TOWNSHIP 44 SOUTH,
 AM7006'RANGE 43 EAST.
 AM7006'
 AM7006'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY A1A, STATE
 AM7006'HIGHWAY 802 AND THE
 AM7006'ENTRANCE TO LAKE WORTH CITY FISHING PIER ON THE EAST SIDE OF LAKE
 AM7006'WORTH, GO SOUTH ON
 AM7006'STATE HIGHWAY A 1 A FOR 0.2 MI TO THE SOUTH ENTRANCE ROAD TO THE LAKE
 AM7006'WORTH FISHING
 AM7006'PIER (A ONE WAY ROAD) ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD AND
 AM7006'GO EAST FOR 0.05 MI
 AM7006'TO THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE SOUTHWEST END OF
 AM7006'A DRAIN AND
 AM7006'LEVEL WITH THE GROUND AND ABOUT LEVEL WITH THE ENTRANCE ROAD. ACROSS
 AM7006'THE ENTRANCE
 AM7006'ROAD FROM THE SOUTHEAST CORNER OF A PARKING LOT.
 AM7006'
 AM7006'LOCATED 184.4 FT EAST OF THE CENTERLINE OF STATE HIGHWAY A 1 A, 13.5
 AM7006'FT SOUTH OF THE
 AM7006'APPROXIMATE CENTERLINE OF THE ENTRANCE ROAD AND 4.0 FT NORTH OF A
 AM7006'4-FOOT TALL CONCRETE
 AM7006'WALL.
 AM7006
 AM7006                          STATION RECOVERY (2025)
 AM7006
 AM7006'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AM7006'MARK NOT FOUND.  PARKING LOT AREA HAS BEEN REDONE AND DRAIN HAS BEEN
 AM7006'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5810 ***********************************************************************
 AD5810  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5810  DESIGNATION -  872 2670 TIDAL 2
 AD5810  PID         -  AD5810
 AD5810  STATE/COUNTY-  FL/PALM BEACH
 AD5810  COUNTRY     -  US
 AD5810  USGS QUAD   -  LAKE WORTH (2018)
 AD5810
 AD5810                         *CURRENT SURVEY CONTROL
 AD5810  ______________________________________________________________________
 AD5810* NAD 83(1986) POSITION- 26 36 51.5    (N) 080 02 12.7    (W)   HD_HELD2
 AD5810* NAVD 88 ORTHO HEIGHT -     5.181 (meters)       17.00  (feet) ADJUSTED
 AD5810  ______________________________________________________________________
 AD5810  GEOID HEIGHT    -        -26.389 (meters)                     GEOID18
 AD5810  DYNAMIC HEIGHT  -          5.173 (meters)       16.97  (feet) COMP
 AD5810  MODELED GRAVITY -    979,109.7   (mgal)                       NAVD 88
 AD5810
 AD5810  VERT ORDER      -  FIRST     CLASS II
 AD5810
 AD5810.The horizontal coordinates were established by autonomous hand held GPS
 AD5810.observations and have an estimated accuracy of +/- 10 meters.
 AD5810
 AD5810.The orthometric height was determined by differential leveling and
 AD5810.adjusted by the NATIONAL GEODETIC SURVEY
 AD5810.in June 1991.
 AD5810
 AD5810.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5810.GEOID18 height accuracy estimate available here.
 AD5810
 AD5810.This Tidal Bench Mark is designated as VM 665
 AD5810.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5810
 AD5810.Click photographs - Photos may exist for this station.
 AD5810
 AD5810.The dynamic height is computed by dividing the NAVD 88
 AD5810.geopotential number by the normal gravity value computed on the
 AD5810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5810.degrees latitude (g = 980.6199 gals.).
 AD5810
 AD5810.The modeled gravity was interpolated from observed gravity values.
 AD5810
 AD5810;                    North         East    Units  Estimated Accuracy
 AD5810;SPC FL E     -   253,033.      295,917.      MT  (+/- 10 meters HH2 GPS)
 AD5810
 AD5810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9588444078(NAD 83)
 AD5810
 AD5810                          SUPERSEDED SURVEY CONTROL
 AD5810
 AD5810  NGVD 29 (09/01/92)    5.652  (m)           18.54   (f) ADJUSTED    2 1
 AD5810
 AD5810.Superseded values are not recommended for survey control.
 AD5810
 AD5810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5810.See file dsdata.pdf to determine how the superseded data were derived.
 AD5810
 AD5810_MARKER: DJ = TIDAL STATION DISK
 AD5810_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5810_SP_SET: RETAINING WALL
 AD5810_STAMPING: NO 2 1973
 AD5810_MARK LOGO: NOS
 AD5810_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5810+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2008
 AD5810
 AD5810  HISTORY     - Date     Condition        Report By
 AD5810  HISTORY     - 1973     MONUMENTED       NOS
 AD5810  HISTORY     - 1980     GOOD             FLDNR
 AD5810  HISTORY     - 19940611 GOOD             USPSQD
 AD5810  HISTORY     - 19950310 GOOD             USPSQD
 AD5810  HISTORY     - 20010331 GOOD             NGS
 AD5810  HISTORY     - 20020222 GOOD             FLDEP
 AD5810  HISTORY     - 20030422 GOOD             USPSQD
 AD5810  HISTORY     - 20040501 GOOD             USPSQD
 AD5810  HISTORY     - 20050502 GOOD             USPSQD
 AD5810  HISTORY     - 20080109 GOOD             GEOCAC
 AD5810
 AD5810                          STATION DESCRIPTION
 AD5810
 AD5810'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5810'IN LAKE WORTH.
 AD5810'BEGIN AT THE JUNCTION OF STATE HIGHWAY 802 WITH STATE HIGHWAY A1A, GO
 AD5810'SOUTH 0.2 MILE ON A1A TO A BLACK TOP DRIVE LEADING EAST TO THE LAKE
 AD5810'WORTH PIER AND THE MARK.  THE MARK BEARS ABOUT 500 FEET NORTH OF THE
 AD5810'FISHING PIER, 105 FEET EAST OF THE ENTRANCE TO THE CITY SWIMMING POOL,
 AD5810'45 FEET EAST OF THE CENTERLINE OF THE ROAD IN THE PARKING LOT, AND IS
 AD5810'SET IN THE RETAINING WALL WHERE IT RUNS NORTHEAST/SOUTHWEST, AND
 AD5810'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5810
 AD5810                          STATION RECOVERY (1994)
 AD5810
 AD5810'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5810'RECOVERED IN GOOD CONDITION.
 AD5810
 AD5810                          STATION RECOVERY (1995)
 AD5810
 AD5810'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5810'RECOVERED IN GOOD CONDITION.
 AD5810
 AD5810                          STATION RECOVERY (2001)
 AD5810
 AD5810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001
 AD5810'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD5810
 AD5810                          STATION RECOVERY (2002)
 AD5810
 AD5810'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AD5810'RECOVERED AS DESCRIBED.
 AD5810
 AD5810                          STATION RECOVERY (2003)
 AD5810
 AD5810'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5810'RECOVERED IN GOOD CONDITION.
 AD5810
 AD5810                          STATION RECOVERY (2004)
 AD5810
 AD5810'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5810'RECOVERED IN GOOD CONDITION.
 AD5810
 AD5810                          STATION RECOVERY (2005)
 AD5810
 AD5810'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5810'RECOVERED IN GOOD CONDITION.
 AD5810
 AD5810                          STATION RECOVERY (2008)
 AD5810
 AD5810'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 AD5810'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8076 ***********************************************************************
 AD8076  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8076  DESIGNATION -  872 2706 F TIDAL
 AD8076  PID         -  AD8076
 AD8076  STATE/COUNTY-  FL/PALM BEACH
 AD8076  COUNTRY     -  US
 AD8076  USGS QUAD   -  LAKE WORTH (2018)
 AD8076
 AD8076                         *CURRENT SURVEY CONTROL
 AD8076  ______________________________________________________________________
 AD8076* NAD 83(1986) POSITION- 26 32 59.     (N) 080 03 11.     (W)   SCALED
 AD8076* NAVD 88 ORTHO HEIGHT -     1.126 (meters)        3.69  (feet) ADJUSTED
 AD8076  ______________________________________________________________________
 AD8076  GEOID HEIGHT    -        -26.224 (meters)                     GEOID18
 AD8076  DYNAMIC HEIGHT  -          1.125 (meters)        3.69  (feet) COMP
 AD8076  MODELED GRAVITY -    979,104.7   (mgal)                       NAVD 88
 AD8076
 AD8076  VERT ORDER      -  SECOND    CLASS I
 AD8076
 AD8076.The horizontal coordinates were scaled from a map and have
 AD8076.an estimated accuracy of +/- 6 seconds.
 AD8076
 AD8076.The orthometric height was determined by differential leveling and
 AD8076.adjusted by the NATIONAL GEODETIC SURVEY
 AD8076.in September 1996.
 AD8076
 AD8076.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8076.GEOID18 height accuracy estimate available here.
 AD8076
 AD8076.This Tidal Bench Mark is designated as VM 7454
 AD8076.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8076
 AD8076.Click photographs - Photos may exist for this station.
 AD8076
 AD8076.The dynamic height is computed by dividing the NAVD 88
 AD8076.geopotential number by the normal gravity value computed on the
 AD8076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8076.degrees latitude (g = 980.6199 gals.).
 AD8076
 AD8076.The modeled gravity was interpolated from observed gravity values.
 AD8076
 AD8076;                    North         East    Units  Estimated Accuracy
 AD8076;SPC FL E     -   245,870.      294,360.      MT  (+/- 180 meters Scaled)
 AD8076
 AD8076_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK943369(NAD 83)
 AD8076
 AD8076                          SUPERSEDED SURVEY CONTROL
 AD8076
 AD8076  NGVD 29 (09/01/92)    1.603  (m)            5.26   (f) ADJUSTED    2 1
 AD8076
 AD8076.Superseded values are not recommended for survey control.
 AD8076
 AD8076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8076.See file dsdata.pdf to determine how the superseded data were derived.
 AD8076
 AD8076_MARKER: DJ = TIDAL STATION DISK
 AD8076_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8076_SP_SET: CONCRETE SEAWALL
 AD8076_STAMPING: 2706 F 1986
 AD8076_MARK LOGO: NOS
 AD8076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8076+STABILITY: SURFACE MOTION
 AD8076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8076+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2004
 AD8076
 AD8076  HISTORY     - Date     Condition        Report By
 AD8076  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8076  HISTORY     - 19940529 GOOD             USPSQD
 AD8076  HISTORY     - 20041016 GOOD             USPSQD
 AD8076  HISTORY     - 20051016 MARK NOT FOUND   USPSQD
 AD8076
 AD8076                          STATION DESCRIPTION
 AD8076
 AD8076'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8076'1.65 MI NORTH FROM BOYNTON BEACH.
 AD8076'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND NE 2ND AVENUE IN
 AD8076'BOYNTON BEACH, GO 1.45 MILES NORTH ON U.S. 1 TO THE JUNCTION OF LAS
 AD8076'PALMAS AVENUE, GO 0.2 MILE EAST ON LAS PALMAS AVENUE TO ITS END AND
 AD8076'THE MARK.  THE MARK IS SET AT THE NORTH END OF A CONCRETE BULKHEAD,
 AD8076'115 FEET NORTH OF A DOCK AND THE EXTENDED CENTERLINE OF THE ROAD.
 AD8076
 AD8076                          STATION RECOVERY (1994)
 AD8076
 AD8076'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8076'RECOVERED IN GOOD CONDITION.
 AD8076
 AD8076                          STATION RECOVERY (2004)
 AD8076
 AD8076'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8076'RECOVERED IN GOOD CONDITION.
 AD8076
 AD8076                          STATION RECOVERY (2005)
 AD8076
 AD8076'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8076'GATES LOCKED.  NO ACCESS TO BULKHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8077 ***********************************************************************
 AD8077  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8077  DESIGNATION -  872 2706 G TIDAL
 AD8077  PID         -  AD8077
 AD8077  STATE/COUNTY-  FL/PALM BEACH
 AD8077  COUNTRY     -  US
 AD8077  USGS QUAD   -  LAKE WORTH (2018)
 AD8077
 AD8077                         *CURRENT SURVEY CONTROL
 AD8077  ______________________________________________________________________
 AD8077* NAD 83(1986) POSITION- 26 32 58.     (N) 080 03 11.     (W)   SCALED
 AD8077* NAVD 88 ORTHO HEIGHT -     1.123 (meters)        3.68  (feet) ADJUSTED
 AD8077  ______________________________________________________________________
 AD8077  GEOID HEIGHT    -        -26.224 (meters)                     GEOID18
 AD8077  DYNAMIC HEIGHT  -          1.122 (meters)        3.68  (feet) COMP
 AD8077  MODELED GRAVITY -    979,104.6   (mgal)                       NAVD 88
 AD8077
 AD8077  VERT ORDER      -  SECOND    CLASS I
 AD8077
 AD8077.The horizontal coordinates were scaled from a map and have
 AD8077.an estimated accuracy of +/- 6 seconds.
 AD8077
 AD8077.The orthometric height was determined by differential leveling and
 AD8077.adjusted by the NATIONAL GEODETIC SURVEY
 AD8077.in September 1996.
 AD8077
 AD8077.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8077.GEOID18 height accuracy estimate available here.
 AD8077
 AD8077.This Tidal Bench Mark is designated as VM 7455
 AD8077.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8077
 AD8077.Click photographs - Photos may exist for this station.
 AD8077
 AD8077.The dynamic height is computed by dividing the NAVD 88
 AD8077.geopotential number by the normal gravity value computed on the
 AD8077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8077.degrees latitude (g = 980.6199 gals.).
 AD8077
 AD8077.The modeled gravity was interpolated from observed gravity values.
 AD8077
 AD8077;                    North         East    Units  Estimated Accuracy
 AD8077;SPC FL E     -   245,830.      294,360.      MT  (+/- 180 meters Scaled)
 AD8077
 AD8077_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK943368(NAD 83)
 AD8077
 AD8077                          SUPERSEDED SURVEY CONTROL
 AD8077
 AD8077  NGVD 29 (09/01/92)    1.600  (m)            5.25   (f) ADJUSTED    2 1
 AD8077
 AD8077.Superseded values are not recommended for survey control.
 AD8077
 AD8077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8077.See file dsdata.pdf to determine how the superseded data were derived.
 AD8077
 AD8077_MARKER: DJ = TIDAL STATION DISK
 AD8077_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8077_SP_SET: CONCRETE SEAWALL
 AD8077_STAMPING: 2706 G 1986
 AD8077_MARK LOGO: NOS
 AD8077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8077+STABILITY: SURFACE MOTION
 AD8077
 AD8077  HISTORY     - Date     Condition        Report By
 AD8077  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8077  HISTORY     - 19940529 GOOD             USPSQD
 AD8077  HISTORY     - 20041016 MARK NOT FOUND   USPSQD
 AD8077  HISTORY     - 20051016 MARK NOT FOUND   USPSQD
 AD8077
 AD8077                          STATION DESCRIPTION
 AD8077
 AD8077'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8077'1.65 MI NORTH FROM BOYNTON BEACH.
 AD8077'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND NE 2ND AVENUE IN
 AD8077'BOYNTON BEACH, GO 1.45 MILES NORTH ON U.S. 1 TO THE JUNCTION OF LAS
 AD8077'PALMAS AVENUE, GO 0.2 MILE EAST ON LAS PALMAS AVENUE TO ITS END AND
 AD8077'THE MARK.  THE MARK IS SET IN A CONCRETE BULKHEAD, 4 FEET NORTH OF
 AD8077'THE CENTERLINE OF A DOCK, 110 FEET SOUTH OF THE NORTH END OF THE
 AD8077'BULKHEAD AND 100 FEET EAST OF THE END OF THE ROAD.
 AD8077
 AD8077                          STATION RECOVERY (1994)
 AD8077
 AD8077'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8077'RECOVERED IN GOOD CONDITION.
 AD8077
 AD8077                          STATION RECOVERY (2004)
 AD8077
 AD8077'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8077'MARK NOT FOUND.
 AD8077
 AD8077                          STATION RECOVERY (2005)
 AD8077
 AD8077'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8077'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8078 ***********************************************************************
 AD8078  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8078  DESIGNATION -  872 2706 H TIDAL
 AD8078  PID         -  AD8078
 AD8078  STATE/COUNTY-  FL/PALM BEACH
 AD8078  COUNTRY     -  US
 AD8078  USGS QUAD   -  LAKE WORTH (2018)
 AD8078
 AD8078                         *CURRENT SURVEY CONTROL
 AD8078  ______________________________________________________________________
 AD8078* NAD 83(1986) POSITION- 26 32 57.     (N) 080 03 11.     (W)   SCALED
 AD8078* NAVD 88 ORTHO HEIGHT -     1.116 (meters)        3.66  (feet) ADJUSTED
 AD8078  ______________________________________________________________________
 AD8078  GEOID HEIGHT    -        -26.223 (meters)                     GEOID18
 AD8078  DYNAMIC HEIGHT  -          1.114 (meters)        3.65  (feet) COMP
 AD8078  MODELED GRAVITY -    979,104.6   (mgal)                       NAVD 88
 AD8078
 AD8078  VERT ORDER      -  SECOND    CLASS I
 AD8078
 AD8078.The horizontal coordinates were scaled from a map and have
 AD8078.an estimated accuracy of +/- 6 seconds.
 AD8078
 AD8078.The orthometric height was determined by differential leveling and
 AD8078.adjusted by the NATIONAL GEODETIC SURVEY
 AD8078.in September 1996.
 AD8078
 AD8078.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8078.GEOID18 height accuracy estimate available here.
 AD8078
 AD8078.This Tidal Bench Mark is designated as VM 7456
 AD8078.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8078
 AD8078.Click photographs - Photos may exist for this station.
 AD8078
 AD8078.The dynamic height is computed by dividing the NAVD 88
 AD8078.geopotential number by the normal gravity value computed on the
 AD8078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8078.degrees latitude (g = 980.6199 gals.).
 AD8078
 AD8078.The modeled gravity was interpolated from observed gravity values.
 AD8078
 AD8078;                    North         East    Units  Estimated Accuracy
 AD8078;SPC FL E     -   245,800.      294,360.      MT  (+/- 180 meters Scaled)
 AD8078
 AD8078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK943368(NAD 83)
 AD8078
 AD8078                          SUPERSEDED SURVEY CONTROL
 AD8078
 AD8078  NGVD 29 (09/01/92)    1.593  (m)            5.23   (f) ADJUSTED    2 1
 AD8078
 AD8078.Superseded values are not recommended for survey control.
 AD8078
 AD8078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8078.See file dsdata.pdf to determine how the superseded data were derived.
 AD8078
 AD8078_MARKER: DJ = TIDAL STATION DISK
 AD8078_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8078_SP_SET: CONCRETE SEAWALL
 AD8078_STAMPING: 2706 H 1986
 AD8078_MARK LOGO: NOS
 AD8078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8078+STABILITY: SURFACE MOTION
 AD8078
 AD8078  HISTORY     - Date     Condition        Report By
 AD8078  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8078  HISTORY     - 19940529 MARK NOT FOUND   USPSQD
 AD8078  HISTORY     - 20041016 MARK NOT FOUND   USPSQD
 AD8078  HISTORY     - 20051016 MARK NOT FOUND   USPSQD
 AD8078
 AD8078                          STATION DESCRIPTION
 AD8078
 AD8078'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8078'1.65 MI NORTH FROM BOYNTON BEACH.
 AD8078'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND NE 2ND AVENUE IN
 AD8078'BOYNTON BEACH, GO 1.45 MILES NORTH ON U.S. 1 TO THE JUNCTION OF LAS
 AD8078'PALMAS AVENUE, GO 0.2 MILE EAST ON LAS PALMAS AVENUE TO ITS END AND
 AD8078'THE MARK.  THE MARK IS SET IN A CONCRETE BULKHEAD, 110 FEET SOUTH OF
 AD8078'THE CENTERLINE OF A DOCK AND 115 FEET SOUTH OF BENCH MARK 2706 G
 AD8078'1986.
 AD8078
 AD8078                          STATION RECOVERY (1994)
 AD8078
 AD8078'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8078'MARK NOT FOUND.
 AD8078
 AD8078                          STATION RECOVERY (2004)
 AD8078
 AD8078'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8078'MARK NOT FOUND.
 AD8078
 AD8078                          STATION RECOVERY (2005)
 AD8078
 AD8078'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8078'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8075 ***********************************************************************
 AD8075  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8075  DESIGNATION -  872 2706 J TIDAL
 AD8075  PID         -  AD8075
 AD8075  STATE/COUNTY-  FL/PALM BEACH
 AD8075  COUNTRY     -  US
 AD8075  USGS QUAD   -  LAKE WORTH (2018)
 AD8075
 AD8075                         *CURRENT SURVEY CONTROL
 AD8075  ______________________________________________________________________
 AD8075* NAD 83(1986) POSITION- 26 32 54.4    (N) 080 03 21.5    (W)   HD_HELD2
 AD8075* NAVD 88 ORTHO HEIGHT -     2.598 (meters)        8.52  (feet) ADJUSTED
 AD8075  ______________________________________________________________________
 AD8075  GEOID HEIGHT    -        -26.209 (meters)                     GEOID18
 AD8075  DYNAMIC HEIGHT  -          2.593 (meters)        8.51  (feet) COMP
 AD8075  MODELED GRAVITY -    979,104.7   (mgal)                       NAVD 88
 AD8075
 AD8075  VERT ORDER      -  SECOND    CLASS I
 AD8075
 AD8075.The horizontal coordinates were established by autonomous hand held GPS
 AD8075.observations and have an estimated accuracy of +/- 10 meters.
 AD8075
 AD8075.The orthometric height was determined by differential leveling and
 AD8075.adjusted by the NATIONAL GEODETIC SURVEY
 AD8075.in September 1996.
 AD8075
 AD8075.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8075.GEOID18 height accuracy estimate available here.
 AD8075
 AD8075.This Tidal Bench Mark is designated as VM 7457
 AD8075.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8075
 AD8075.Click photographs - Photos may exist for this station.
 AD8075
 AD8075.The dynamic height is computed by dividing the NAVD 88
 AD8075.geopotential number by the normal gravity value computed on the
 AD8075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8075.degrees latitude (g = 980.6199 gals.).
 AD8075
 AD8075.The modeled gravity was interpolated from observed gravity values.
 AD8075
 AD8075;                    North         East    Units  Estimated Accuracy
 AD8075;SPC FL E     -   245,721.      294,068.      MT  (+/- 10 meters HH2 GPS)
 AD8075
 AD8075_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9403536769(NAD 83)
 AD8075
 AD8075                          SUPERSEDED SURVEY CONTROL
 AD8075
 AD8075  NGVD 29 (09/01/92)    3.074  (m)           10.09   (f) ADJUSTED    2 1
 AD8075
 AD8075.Superseded values are not recommended for survey control.
 AD8075
 AD8075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8075.See file dsdata.pdf to determine how the superseded data were derived.
 AD8075
 AD8075_MARKER: DJ = TIDAL STATION DISK
 AD8075_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD8075_SP_SET: CONCRETE STORM DRAIN
 AD8075_STAMPING: 2706 J 1986
 AD8075_MARK LOGO: NOS
 AD8075_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8075+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2013
 AD8075
 AD8075  HISTORY     - Date     Condition        Report By
 AD8075  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8075  HISTORY     - 19940529 GOOD             USPSQD
 AD8075  HISTORY     - 20041016 GOOD             USPSQD
 AD8075  HISTORY     - 20051016 GOOD             USPSQD
 AD8075  HISTORY     - 20130307 GOOD             GEOCAC
 AD8075
 AD8075                          STATION DESCRIPTION
 AD8075
 AD8075'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8075'1.4 MI NORTH FROM BOYNTON BEACH.
 AD8075'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND N.E. 2ND AVENUE IN
 AD8075'BOYNTON BEACH, GO 1.4 MILES NORTH ON U.S. 1 TO THE MARK.  THE MARK
 AD8075'BEARS 23.3 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF U.S.
 AD8075'1, 72.5 FEET SOUTH OF THE CENTERLINE OF THE SOUTH ENTRANCE TO
 AD8075'SHOOTERS RESTUARANT, 12 FEET NORTH OF POWER POLE 6-8111-7019-0-5 AND
 AD8075'275 FEET SOUTH OF THE CENTERLINE OF LAS PALMAS AVENUE.
 AD8075'THE MARK IS 1 FT ABOVE HIGHWAY.
 AD8075
 AD8075                          STATION RECOVERY (1994)
 AD8075
 AD8075'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8075'RECOVERED IN GOOD CONDITION.
 AD8075
 AD8075                          STATION RECOVERY (2004)
 AD8075
 AD8075'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD8075'NO LONGER A SHOOTERS CLUB OR ENTRANCE.  REST OF DESCRIPTION GOOD.
 AD8075
 AD8075                          STATION RECOVERY (2005)
 AD8075
 AD8075'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD8075'RECOVERED IN GOOD CONDITION.
 AD8075
 AD8075                          STATION RECOVERY (2013)
 AD8075
 AD8075'RECOVERY NOTE BY GEOCACHING 2013 (RLM)
 AD8075'THE MARK IS SET IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE STORM
 AD8075'DRAIN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5813 ***********************************************************************
 AD5813  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5813  DESIGNATION -  872 2718 F TIDAL FLDNR
 AD5813  PID         -  AD5813
 AD5813  STATE/COUNTY-  FL/PALM BEACH
 AD5813  COUNTRY     -  US
 AD5813  USGS QUAD   -  LAKE WORTH (2018)
 AD5813
 AD5813                         *CURRENT SURVEY CONTROL
 AD5813  ______________________________________________________________________
 AD5813* NAD 83(1986) POSITION- 26 31 41.     (N) 080 03 14.     (W)   SCALED
 AD5813* NAVD 88 ORTHO HEIGHT -     0.612 (meters)        2.01  (feet) ADJUSTED
 AD5813  ______________________________________________________________________
 AD5813  GEOID HEIGHT    -        -26.202 (meters)                     GEOID18
 AD5813  DYNAMIC HEIGHT  -          0.611 (meters)        2.00  (feet) COMP
 AD5813  MODELED GRAVITY -    979,101.3   (mgal)                       NAVD 88
 AD5813
 AD5813  VERT ORDER      -  SECOND    CLASS I
 AD5813
 AD5813.The horizontal coordinates were scaled from a map and have
 AD5813.an estimated accuracy of +/- 6 seconds.
 AD5813
 AD5813.The orthometric height was determined by differential leveling and
 AD5813.adjusted by the NATIONAL GEODETIC SURVEY
 AD5813.in June 1991.
 AD5813
 AD5813.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5813.GEOID18 height accuracy estimate available here.
 AD5813
 AD5813.This Tidal Bench Mark is designated as VM 5621
 AD5813.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5813
 AD5813.Click photographs - Photos may exist for this station.
 AD5813
 AD5813.The dynamic height is computed by dividing the NAVD 88
 AD5813.geopotential number by the normal gravity value computed on the
 AD5813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5813.degrees latitude (g = 980.6199 gals.).
 AD5813
 AD5813.The modeled gravity was interpolated from observed gravity values.
 AD5813
 AD5813;                    North         East    Units  Estimated Accuracy
 AD5813;SPC FL E     -   243,460.      294,290.      MT  (+/- 180 meters Scaled)
 AD5813
 AD5813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK942345(NAD 83)
 AD5813
 AD5813                          SUPERSEDED SURVEY CONTROL
 AD5813
 AD5813  NGVD 29 (09/01/92)    1.088  (m)            3.57   (f) ADJUSTED    2 1
 AD5813
 AD5813.Superseded values are not recommended for survey control.
 AD5813
 AD5813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5813.See file dsdata.pdf to determine how the superseded data were derived.
 AD5813
 AD5813_MARKER: DJ = TIDAL STATION DISK
 AD5813_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5813_SP_SET: CONCRETE STORM DRAIN
 AD5813_STAMPING: 2718 F 1981 BSM
 AD5813_MARK LOGO: NOS
 AD5813_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5813
 AD5813  HISTORY     - Date     Condition        Report By
 AD5813  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5813  HISTORY     - 1986     GOOD             FLDNR
 AD5813  HISTORY     - 1989     GOOD             USPSQD
 AD5813  HISTORY     - 19910724 GOOD             USPSQD
 AD5813  HISTORY     - 19940512 GOOD             USPSQD
 AD5813  HISTORY     - 19950404 GOOD             USPSQD
 AD5813  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AD5813  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AD5813  HISTORY     - 20100313 MARK NOT FOUND   GEOCAC
 AD5813
 AD5813                          STATION DESCRIPTION
 AD5813
 AD5813'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5813'IN BOYNTON BEACH.
 AD5813'BEGIN AT THE JUNCTION OF STATE HIGHWAY 804 EAST (OCEAN AVENUE) WITH
 AD5813'U.S. HIGHWAY 1 IN OCEAN RIDGE, GO 0.35 MILE ON OCEAN AVENUE TO THE
 AD5813'MARK.  THE MARK BEARS 0.1 MILE EAST OF THE EAST END OF THE BRIDGE OVER
 AD5813'THE INTRACOASTAL WATERWAY, 39.0 FEET NORTH OF THE CENTERLINE OF OCEAN
 AD5813'AVENUE, 1.8 FEET NORTH OF THE CENTER OF A METAL MANHOLE COVER, 78.1
 AD5813'FEET NORTH OF BENCH MARK 2718 G 1981 BSM, AND 99.9 FEET WEST OF A FIRE
 AD5813'HYDRANT.
 AD5813'THE MARK IS 0.7 FT ABOVE HIGHWAY.
 AD5813
 AD5813                          STATION RECOVERY (1986)
 AD5813
 AD5813'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AD5813'RECOVERED IN GOOD CONDITION.
 AD5813
 AD5813                          STATION RECOVERY (1989)
 AD5813
 AD5813'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5813'RECOVERED IN GOOD CONDITION.
 AD5813
 AD5813                          STATION RECOVERY (1991)
 AD5813
 AD5813'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5813'RECOVERED IN GOOD CONDITION.
 AD5813
 AD5813                          STATION RECOVERY (1994)
 AD5813
 AD5813'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5813'RECOVERED IN GOOD CONDITION.
 AD5813
 AD5813                          STATION RECOVERY (1995)
 AD5813
 AD5813'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5813'RECOVERED IN GOOD CONDITION.
 AD5813
 AD5813                          STATION RECOVERY (2001)
 AD5813
 AD5813'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD5813'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD5813
 AD5813                          STATION RECOVERY (2003)
 AD5813
 AD5813'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5813'NEW BRIDGE BUILT AND NEW BRICK SIDEWALKS INSTALLED
 AD5813
 AD5813                          STATION RECOVERY (2010)
 AD5813
 AD5813'RECOVERY NOTE BY GEOCACHING 2010 (RLM)
 AD5813'THE AREA HAS BEEN REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5814 ***********************************************************************
 AD5814  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5814  DESIGNATION -  872 2718 G TIDAL FLDNR
 AD5814  PID         -  AD5814
 AD5814  STATE/COUNTY-  FL/PALM BEACH
 AD5814  COUNTRY     -  US
 AD5814  USGS QUAD   -  LAKE WORTH (2018)
 AD5814
 AD5814                         *CURRENT SURVEY CONTROL
 AD5814  ______________________________________________________________________
 AD5814* NAD 83(1986) POSITION- 26 31 41.     (N) 080 03 14.     (W)   SCALED
 AD5814* NAVD 88 ORTHO HEIGHT -     0.580 (meters)        1.90  (feet) ADJUSTED
 AD5814  ______________________________________________________________________
 AD5814  GEOID HEIGHT    -        -26.202 (meters)                     GEOID18
 AD5814  DYNAMIC HEIGHT  -          0.579 (meters)        1.90  (feet) COMP
 AD5814  MODELED GRAVITY -    979,101.3   (mgal)                       NAVD 88
 AD5814
 AD5814  VERT ORDER      -  SECOND    CLASS I
 AD5814
 AD5814.The horizontal coordinates were scaled from a map and have
 AD5814.an estimated accuracy of +/- 6 seconds.
 AD5814
 AD5814.The orthometric height was determined by differential leveling and
 AD5814.adjusted by the NATIONAL GEODETIC SURVEY
 AD5814.in June 1991.
 AD5814
 AD5814.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5814.GEOID18 height accuracy estimate available here.
 AD5814
 AD5814.This Tidal Bench Mark is designated as VM 5622
 AD5814.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5814
 AD5814.Click photographs - Photos may exist for this station.
 AD5814
 AD5814.The dynamic height is computed by dividing the NAVD 88
 AD5814.geopotential number by the normal gravity value computed on the
 AD5814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5814.degrees latitude (g = 980.6199 gals.).
 AD5814
 AD5814.The modeled gravity was interpolated from observed gravity values.
 AD5814
 AD5814;                    North         East    Units  Estimated Accuracy
 AD5814;SPC FL E     -   243,460.      294,290.      MT  (+/- 180 meters Scaled)
 AD5814
 AD5814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK942345(NAD 83)
 AD5814
 AD5814                          SUPERSEDED SURVEY CONTROL
 AD5814
 AD5814  NGVD 29 (09/01/92)    1.055  (m)            3.46   (f) ADJUSTED    2 1
 AD5814
 AD5814.Superseded values are not recommended for survey control.
 AD5814
 AD5814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5814.See file dsdata.pdf to determine how the superseded data were derived.
 AD5814
 AD5814_MARKER: DJ = TIDAL STATION DISK
 AD5814_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD5814_SP_SET: CONCRETE STORM DRAIN
 AD5814_STAMPING: 2718 G 1981 BSM
 AD5814_MARK LOGO: NOS
 AD5814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5814
 AD5814  HISTORY     - Date     Condition        Report By
 AD5814  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5814  HISTORY     - 1986     GOOD             FLDNR
 AD5814  HISTORY     - 1989     GOOD             USPSQD
 AD5814  HISTORY     - 19910724 GOOD             USPSQD
 AD5814  HISTORY     - 19940512 GOOD             USPSQD
 AD5814  HISTORY     - 19950404 GOOD             USPSQD
 AD5814  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AD5814  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AD5814  HISTORY     - 20100313 MARK NOT FOUND   GEOCAC
 AD5814
 AD5814                          STATION DESCRIPTION
 AD5814
 AD5814'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5814'IN BOYNTON BEACH.
 AD5814'BEGIN AT THE JUNCTION OF STATE HIGHWAY 804 EAST (OCEAN AVENUE) WITH
 AD5814'U.S. HIGHWAY 1 IN OCEAN RIDGE, GO 0.35 MILE ON OCEAN AVENUE TO THE
 AD5814'MARK.  THE MARK BEARS 0.1 MILE EAST OF THE EAST END OF THE BRIDGE OVER
 AD5814'THE INTRACOASTAL WATERWAY, 39.1 FEET SOUTH OF THE CENTERLINE OF OCEAN
 AD5814'AVENUE, 1.7 FEET SOUTH OF THE CENTER OF A METAL MANHOLE COVER, 78.1
 AD5814'FEET SOUTH OF BENCH MARK 2718 F 1981 BSM, AND 26.2 FEET WEST OF A
 AD5814'CONCRETE POWER POLE NUMBER 7EM114.
 AD5814'THE MARK IS 0.7 FT ABOVE HIGHWAY.
 AD5814
 AD5814                          STATION RECOVERY (1986)
 AD5814
 AD5814'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AD5814'RECOVERED IN GOOD CONDITION.
 AD5814
 AD5814                          STATION RECOVERY (1989)
 AD5814
 AD5814'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5814'RECOVERED IN GOOD CONDITION.
 AD5814
 AD5814                          STATION RECOVERY (1991)
 AD5814
 AD5814'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5814'RECOVERED IN GOOD CONDITION.
 AD5814
 AD5814                          STATION RECOVERY (1994)
 AD5814
 AD5814'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5814'RECOVERED IN GOOD CONDITION.
 AD5814
 AD5814                          STATION RECOVERY (1995)
 AD5814
 AD5814'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5814'RECOVERED IN GOOD CONDITION.
 AD5814
 AD5814                          STATION RECOVERY (2001)
 AD5814
 AD5814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD5814'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD5814
 AD5814                          STATION RECOVERY (2003)
 AD5814
 AD5814'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5814'NEW BRIDGE BUILT AND NEW BRICK SIDEWALKS INSTALLED
 AD5814
 AD5814                          STATION RECOVERY (2010)
 AD5814
 AD5814'RECOVERY NOTE BY GEOCACHING 2010 (RLM)
 AD5814'THE AREA HAS BEEN REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK3505 ***********************************************************************
 DK3505  TIDAL BM    -  This is a Tidal Bench Mark.
 DK3505  DESIGNATION -  872 2718 H TIDAL
 DK3505  PID         -  DK3505
 DK3505  STATE/COUNTY-  FL/PALM BEACH
 DK3505  COUNTRY     -  US
 DK3505  USGS QUAD   -  LAKE WORTH (2018)
 DK3505
 DK3505                         *CURRENT SURVEY CONTROL
 DK3505  ______________________________________________________________________
 DK3505* NAD 83(1986) POSITION- 26 31 37.8    (N) 080 03 11.4    (W)   HD_HELD2
 DK3505* NAVD 88 ORTHO HEIGHT -     7.937 (meters)       26.04  (feet) ADJUSTED
 DK3505  ______________________________________________________________________
 DK3505  GEOID HEIGHT    -        -26.204 (meters)                     GEOID18
 DK3505  DYNAMIC HEIGHT  -          7.924 (meters)       26.00  (feet) COMP
 DK3505  MODELED GRAVITY -    979,101.1   (mgal)                       NAVD 88
 DK3505
 DK3505  VERT ORDER      -  SECOND    CLASS I
 DK3505
 DK3505.The horizontal coordinates were established by autonomous hand held GPS
 DK3505.observations and have an estimated accuracy of +/- 10 meters.
 DK3505
 DK3505.The orthometric height was determined by differential leveling and
 DK3505.adjusted by the NATIONAL GEODETIC SURVEY
 DK3505.in May 2010.
 DK3505
 DK3505.No vertical observational check was made to the station.
 DK3505
 DK3505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3505.GEOID18 height accuracy estimate available here.
 DK3505
 DK3505.This Tidal Bench Mark is designated as VM 18861
 DK3505.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK3505
 DK3505.Click photographs - Photos may exist for this station.
 DK3505
 DK3505.The dynamic height is computed by dividing the NAVD 88
 DK3505.geopotential number by the normal gravity value computed on the
 DK3505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3505.degrees latitude (g = 980.6199 gals.).
 DK3505
 DK3505.The modeled gravity was interpolated from observed gravity values.
 DK3505
 DK3505;                    North         East    Units  Estimated Accuracy
 DK3505;SPC FL E     -   243,366.      294,365.      MT  (+/- 10 meters HH2 GPS)
 DK3505
 DK3505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9433234414(NAD 83)
 DK3505
 DK3505                          SUPERSEDED SURVEY CONTROL
 DK3505
 DK3505.No superseded survey control is available for this station.
 DK3505
 DK3505_MARKER: DD = SURVEY DISK
 DK3505_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK3505_SP_SET: BRIDGE GUARDRAIL
 DK3505_STAMPING: 2718 H
 DK3505_MARK LOGO: FLDT
 DK3505_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3505+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2013
 DK3505
 DK3505  HISTORY     - Date     Condition        Report By
 DK3505  HISTORY     - 2006     MONUMENTED       FLDT
 DK3505  HISTORY     - 20060906 GOOD             FLDEP
 DK3505  HISTORY     - 20130307 GOOD             GEOCAC
 DK3505
 DK3505                          STATION DESCRIPTION
 DK3505
 DK3505'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DK3505'THE MARK IS IN OCEAN RIDGE, IN SECTION 27, TOWNSHIP 45 SOUTH, RANGE 43
 DK3505'EAST.
 DK3505'
 DK3505'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 DK3505'HIGHWAY) AND STATE ROAD 804 (E OCEAN AVENUE) IN BOYNTON BEACH, GO EAST
 DK3505'ON STATE ROAD 804 (E OCEAN AVENUE) FOR 0.25 MI (0.4 KM) TO THE EAST
 DK3505'END OF THE BRIDGE SPANNING THE INTRACOASTAL WATERWAY AND THE MARK ON
 DK3505'THE LEFT, SET FLUSH IN THE TOP OF THE BRIDGE GUARDRAIL OVER THE
 DK3505'NORTHEAST ABUTMENT OF THE BRIDGE AND 2.8 FT (0.9 M) ABOVE STATE ROAD
 DK3505'804 (E OCEAN AVENUE).
 DK3505'
 DK3505'LOCATED 20.1 FT (6.1 M) NORTH OF THE CENTERLINE OF STATE ROAD 804 (E
 DK3505'OCEAN AVENUE), 6.6 FT (2.0 M) SOUTHEAST OF THE SECOND BRIDGE LIGHT
 DK3505'WEST OF THE MECHANICAL BARRICADE FOR STOPPING WESTBOUND TRAFFIC DURING
 DK3505'BRIDGE OPERATION AND 5.1 FT (1.6 M) NORTH OF A FLDOT SURVEY DISK
 DK3505'STAMPED 804-93-01 X 02.
 DK3505
 DK3505                          STATION RECOVERY (2013)
 DK3505
 DK3505'RECOVERY NOTE BY GEOCACHING 2013 (RLM)
 DK3505'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK3506 ***********************************************************************
 DK3506  TIDAL BM    -  This is a Tidal Bench Mark.
 DK3506  DESIGNATION -  872 2718 J TIDAL
 DK3506  PID         -  DK3506
 DK3506  STATE/COUNTY-  FL/PALM BEACH
 DK3506  COUNTRY     -  US
 DK3506  USGS QUAD   -  LAKE WORTH (2018)
 DK3506
 DK3506                         *CURRENT SURVEY CONTROL
 DK3506  ______________________________________________________________________
 DK3506* NAD 83(1986) POSITION- 26 31 37.3    (N) 080 03 15.5    (W)   HD_HELD2
 DK3506* NAVD 88 ORTHO HEIGHT -     7.531 (meters)       24.71  (feet) ADJUSTED
 DK3506  ______________________________________________________________________
 DK3506  GEOID HEIGHT    -        -26.199 (meters)                     GEOID18
 DK3506  DYNAMIC HEIGHT  -          7.519 (meters)       24.67  (feet) COMP
 DK3506  MODELED GRAVITY -    979,101.2   (mgal)                       NAVD 88
 DK3506
 DK3506  VERT ORDER      -  SECOND    CLASS I
 DK3506
 DK3506.The horizontal coordinates were established by autonomous hand held GPS
 DK3506.observations and have an estimated accuracy of +/- 10 meters.
 DK3506
 DK3506.The orthometric height was determined by differential leveling and
 DK3506.adjusted by the NATIONAL GEODETIC SURVEY
 DK3506.in May 2010.
 DK3506
 DK3506.No vertical observational check was made to the station.
 DK3506
 DK3506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3506.GEOID18 height accuracy estimate available here.
 DK3506
 DK3506.This Tidal Bench Mark is designated as VM 18862
 DK3506.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK3506
 DK3506.Click photographs - Photos may exist for this station.
 DK3506
 DK3506.The dynamic height is computed by dividing the NAVD 88
 DK3506.geopotential number by the normal gravity value computed on the
 DK3506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3506.degrees latitude (g = 980.6199 gals.).
 DK3506
 DK3506.The modeled gravity was interpolated from observed gravity values.
 DK3506
 DK3506;                    North         East    Units  Estimated Accuracy
 DK3506;SPC FL E     -   243,349.      294,251.      MT  (+/- 10 meters HH2 GPS)
 DK3506
 DK3506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9421934398(NAD 83)
 DK3506
 DK3506                          SUPERSEDED SURVEY CONTROL
 DK3506
 DK3506.No superseded survey control is available for this station.
 DK3506
 DK3506_MARKER: DD = SURVEY DISK
 DK3506_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DK3506_SP_SET: BRIDGE GUARDRAIL
 DK3506_STAMPING: 2718 J
 DK3506_MARK LOGO: FLDT
 DK3506_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DK3506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3506+SATELLITE: SATELLITE OBSERVATIONS - March 07, 2013
 DK3506
 DK3506  HISTORY     - Date     Condition        Report By
 DK3506  HISTORY     - 2006     MONUMENTED       FLDT
 DK3506  HISTORY     - 20060906 GOOD             FLDEP
 DK3506  HISTORY     - 20130307 GOOD             GEOCAC
 DK3506
 DK3506                          STATION DESCRIPTION
 DK3506
 DK3506'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DK3506'THE MARK IS IN BOYNTON BEACH, IN SECTION 27, TOWNSHIP 45 SOUTH, RANGE
 DK3506'43 EAST.
 DK3506'
 DK3506'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 DK3506'HIGHWAY) AND STATE ROAD 804 (E OCEAN AVENUE) IN BOYNTON BEACH, GO EAST
 DK3506'ON STATE ROAD 804 (E OCEAN AVENUE) FOR 0.15 MI (0.2 KM) TO THE WEST
 DK3506'END OF THE BRIDGE SPANNING THE INTRACOASTAL WATERWAY AND THE MARK ON
 DK3506'THE RIGHT, SET FLUSH IN THE TOP OF THE BRIDGE GUARDRAIL OVER THE
 DK3506'SOUTHWEST ABUTMENT OF THE BRIDGE AND 2.8 FT (0.9 M) ABOVE STATE ROAD
 DK3506'804 (E OCEAN AVENUE).
 DK3506'
 DK3506'LOCATED 20.1 FT (6.1 M) SOUTH OF THE CENTERLINE OF STATE ROAD 804 (E
 DK3506'OCEAN AVENUE), 19.4 FT (5.9 M) EAST-SOUTHEAST OF A FLDOT SURVEY MARK
 DK3506'STAMPED 804-93-01 X 01 AND 6.6 FT (2.0 M) NORTHEAST OF THE NINTH
 DK3506'BRIDGE LIGHT EAST OF SOUTHEAST SIXTH AVENUE.
 DK3506
 DK3506                          STATION RECOVERY (2013)
 DK3506
 DK3506'RECOVERY NOTE BY GEOCACHING 2013 (RLM)
 DK3506'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK3508 ***********************************************************************
 DK3508  TIDAL BM    -  This is a Tidal Bench Mark.
 DK3508  DESIGNATION -  872 2718 K TIDAL
 DK3508  PID         -  DK3508
 DK3508  STATE/COUNTY-  FL/PALM BEACH
 DK3508  COUNTRY     -  US
 DK3508  USGS QUAD   -  LAKE WORTH (2018)
 DK3508
 DK3508                         *CURRENT SURVEY CONTROL
 DK3508  ______________________________________________________________________
 DK3508* NAD 83(1986) POSITION- 26 31 37.2    (N) 080 03 21.2    (W)   HD_HELD2
 DK3508* NAVD 88 ORTHO HEIGHT -     1.007 (meters)        3.30  (feet) ADJUSTED
 DK3508  ______________________________________________________________________
 DK3508  GEOID HEIGHT    -        -26.191 (meters)                     GEOID18
 DK3508  DYNAMIC HEIGHT  -          1.005 (meters)        3.30  (feet) COMP
 DK3508  MODELED GRAVITY -    979,101.3   (mgal)                       NAVD 88
 DK3508
 DK3508  VERT ORDER      -  SECOND    CLASS I
 DK3508
 DK3508.The horizontal coordinates were established by autonomous hand held GPS
 DK3508.observations and have an estimated accuracy of +/- 10 meters.
 DK3508
 DK3508.The orthometric height was determined by differential leveling and
 DK3508.adjusted by the NATIONAL GEODETIC SURVEY
 DK3508.in May 2010.
 DK3508
 DK3508.No vertical observational check was made to the station.
 DK3508
 DK3508.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3508.GEOID18 height accuracy estimate available here.
 DK3508
 DK3508.This Tidal Bench Mark is designated as VM 18863
 DK3508.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK3508
 DK3508.Click photographs - Photos may exist for this station.
 DK3508
 DK3508.The dynamic height is computed by dividing the NAVD 88
 DK3508.geopotential number by the normal gravity value computed on the
 DK3508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3508.degrees latitude (g = 980.6199 gals.).
 DK3508
 DK3508.The modeled gravity was interpolated from observed gravity values.
 DK3508
 DK3508;                    North         East    Units  Estimated Accuracy
 DK3508;SPC FL E     -   243,345.      294,094.      MT  (+/- 10 meters HH2 GPS)
 DK3508
 DK3508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9406134394(NAD 83)
 DK3508
 DK3508                          SUPERSEDED SURVEY CONTROL
 DK3508
 DK3508.No superseded survey control is available for this station.
 DK3508
 DK3508_MARKER: DD = SURVEY DISK
 DK3508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK3508_STAMPING: 2718 K 2006
 DK3508_MARK LOGO: FLDEP
 DK3508_PROJECTION: FLUSH
 DK3508_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3508+STABILITY: SURFACE MOTION
 DK3508_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DK3508+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2012
 DK3508
 DK3508  HISTORY     - Date     Condition        Report By
 DK3508  HISTORY     - 20060910 MONUMENTED       FLDEP
 DK3508  HISTORY     - 20061006 GOOD             FLDEP
 DK3508  HISTORY     - 20120402 GOOD             GEOCAC
 DK3508
 DK3508                          STATION DESCRIPTION
 DK3508
 DK3508'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DK3508'THE MARK IS IN BOYNTON BEACH, IN SECTION 27, TOWNSHIP 45 SOUTH, RANGE
 DK3508'43 EAST.
 DK3508'
 DK3508'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 DK3508'HIGHWAY) AND STATE HIGHWAY 804 EAST (OCEAN AVENUE) IN BOYNTON BEACH,
 DK3508'GO EAST ON STATE HIGHWAY 804 EAST (OCEAN AVENUE) FOR 0.2 MI (0.3 KM)
 DK3508'TO THE INTERSECTION OF STATE HIGHWAY 804 EAST (OCEAN AVENUE) AND SIXTH
 DK3508'STREET AND THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE
 DK3508'MONUMENT FLUSH WITH THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF
 DK3508'STATE HIGHWAY 804 EAST (OCEAN AVENUE).
 DK3508'
 DK3508'LOCATED 33.5 FT (10.2 M) EAST OF THE CENTERLINE OF SOUTHEAST SIXTH
 DK3508'STREET, 31.9 FT (9.7 M) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 DK3508'OF STATE HIGHWAY 804 EAST (OCEAN AVENUE), 12.0 FT (3.7 M) NORTHEAST OF
 DK3508'AN 18-INCH (46 CM) FICUS TREE, 11.6 FT (3.5 M) SOUTHWEST OF AN AQUA
 DK3508'BLUE LIGHT POST WITH TWO LIGHTS ATTACHED, 2.5 FT (0.8 M) WEST OF THE
 DK3508'NORTHWEST CORNER OF A 6.0 FT (1.8 M) HIGH WHITE FENCE AND 1.6 FT (0.5
 DK3508'M) WEST OF A CARSONITE WITNESS POST.
 DK3508
 DK3508                          STATION RECOVERY (2012)
 DK3508
 DK3508'RECOVERY NOTE BY GEOCACHING 2012 (RLM)
 DK3508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5811 ***********************************************************************
 AD5811  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5811  DESIGNATION -  872 2718 TIDAL 1
 AD5811  PID         -  AD5811
 AD5811  STATE/COUNTY-  FL/PALM BEACH
 AD5811  COUNTRY     -  US
 AD5811  USGS QUAD   -  LAKE WORTH (2018)
 AD5811
 AD5811                         *CURRENT SURVEY CONTROL
 AD5811  ______________________________________________________________________
 AD5811* NAD 83(1986) POSITION- 26 31 41.     (N) 080 03 14.     (W)   SCALED
 AD5811* NAVD 88 ORTHO HEIGHT -     3.369 (meters)       11.05  (feet) ADJUSTED
 AD5811  ______________________________________________________________________
 AD5811  GEOID HEIGHT    -        -26.202 (meters)                     GEOID18
 AD5811  DYNAMIC HEIGHT  -          3.364 (meters)       11.04  (feet) COMP
 AD5811  MODELED GRAVITY -    979,101.3   (mgal)                       NAVD 88
 AD5811
 AD5811  VERT ORDER      -  SECOND    CLASS I
 AD5811
 AD5811.The horizontal coordinates were scaled from a map and have
 AD5811.an estimated accuracy of +/- 6 seconds.
 AD5811
 AD5811.The orthometric height was determined by differential leveling and
 AD5811.adjusted by the NATIONAL GEODETIC SURVEY
 AD5811.in June 1991.
 AD5811
 AD5811.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5811.GEOID18 height accuracy estimate available here.
 AD5811
 AD5811.This Tidal Bench Mark is designated as VM 5619
 AD5811.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5811
 AD5811.Click photographs - Photos may exist for this station.
 AD5811
 AD5811.The dynamic height is computed by dividing the NAVD 88
 AD5811.geopotential number by the normal gravity value computed on the
 AD5811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5811.degrees latitude (g = 980.6199 gals.).
 AD5811
 AD5811.The modeled gravity was interpolated from observed gravity values.
 AD5811
 AD5811;                    North         East    Units  Estimated Accuracy
 AD5811;SPC FL E     -   243,460.      294,290.      MT  (+/- 180 meters Scaled)
 AD5811
 AD5811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK942345(NAD 83)
 AD5811
 AD5811                          SUPERSEDED SURVEY CONTROL
 AD5811
 AD5811  NGVD 29 (09/01/92)    3.844  (m)           12.61   (f) ADJUSTED    2 1
 AD5811
 AD5811.Superseded values are not recommended for survey control.
 AD5811
 AD5811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5811.See file dsdata.pdf to determine how the superseded data were derived.
 AD5811
 AD5811_MARKER: DJ = TIDAL STATION DISK
 AD5811_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5811_SP_SET: BRIDGE ABUTMENT
 AD5811_STAMPING: NO 1 1973
 AD5811_MARK LOGO: NOS
 AD5811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5811
 AD5811  HISTORY     - Date     Condition        Report By
 AD5811  HISTORY     - 1973     MONUMENTED       NOS
 AD5811  HISTORY     - 1980     GOOD             FLDNR
 AD5811  HISTORY     - 1989     GOOD             USPSQD
 AD5811  HISTORY     - 19910724 GOOD             USPSQD
 AD5811  HISTORY     - 19940512 GOOD             USPSQD
 AD5811  HISTORY     - 19950404 GOOD             USPSQD
 AD5811  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AD5811  HISTORY     - 20020201 MARK NOT FOUND   USPSQD
 AD5811  HISTORY     - 20041207 MARK NOT FOUND   USPSQD
 AD5811  HISTORY     - 20100312 MARK NOT FOUND   GEOCAC
 AD5811
 AD5811                          STATION DESCRIPTION
 AD5811
 AD5811'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5811'IN BOYNTON BEACH.
 AD5811'BEGIN AT THE JUNCTION OF STATE HIGHWAY 804 EAST (OCEAN AVENUE) WITH
 AD5811'U.S. HIGHWAY 1, GO EAST 0.25 MILE ON OCEAN AVENUE TO THE BRIDGE OVER
 AD5811'THE INTRACOASTAL WATERWAY AND THE MARK.  THE MARK IS SET IN TOP OF THE
 AD5811'NORTHWEST BRIDGE ABUTMENT, 18 FEET NORTH OF THE BRIDGE CENTERLINE,
 AD5811'AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5811'THE MARK IS 0.5 FT ABOVE HIGHWAY.
 AD5811
 AD5811                          STATION RECOVERY (1989)
 AD5811
 AD5811'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5811'RECOVERED IN GOOD CONDITION.
 AD5811
 AD5811                          STATION RECOVERY (1991)
 AD5811
 AD5811'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5811'RECOVERED IN GOOD CONDITION.
 AD5811
 AD5811                          STATION RECOVERY (1994)
 AD5811
 AD5811'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5811'RECOVERED IN GOOD CONDITION.
 AD5811
 AD5811                          STATION RECOVERY (1995)
 AD5811
 AD5811'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5811'RECOVERED IN GOOD CONDITION.
 AD5811
 AD5811                          STATION RECOVERY (2001)
 AD5811
 AD5811'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD5811'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD5811
 AD5811                          STATION RECOVERY (2002)
 AD5811
 AD5811'RECOVERY NOTE BY US POWER SQUADRON 2002 (BJS)
 AD5811'BRIDGE DEMOLISHED AND NEW BRIDGE BUILT ON SITE
 AD5811
 AD5811                          STATION RECOVERY (2004)
 AD5811
 AD5811'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5811'MARK NOT FOUND.
 AD5811
 AD5811                          STATION RECOVERY (2010)
 AD5811
 AD5811'RECOVERY NOTE BY GEOCACHING 2010 (RLM)
 AD5811'CONCRETE WORK HAS BEEN DONE ON THE BRIDGE. THERE IS NO EVIDENCE OF THE
 AD5811'MARK.
 AD5811'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5812 ***********************************************************************
 AD5812  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5812  DESIGNATION -  872 2718 TIDAL 2
 AD5812  PID         -  AD5812
 AD5812  STATE/COUNTY-  FL/PALM BEACH
 AD5812  COUNTRY     -  US
 AD5812  USGS QUAD   -  LAKE WORTH (2018)
 AD5812
 AD5812                         *CURRENT SURVEY CONTROL
 AD5812  ______________________________________________________________________
 AD5812* NAD 83(1986) POSITION- 26 31 41.     (N) 080 03 14.     (W)   SCALED
 AD5812* NAVD 88 ORTHO HEIGHT -     3.374 (meters)       11.07  (feet) ADJUSTED
 AD5812  ______________________________________________________________________
 AD5812  GEOID HEIGHT    -        -26.202 (meters)                     GEOID18
 AD5812  DYNAMIC HEIGHT  -          3.368 (meters)       11.05  (feet) COMP
 AD5812  MODELED GRAVITY -    979,101.3   (mgal)                       NAVD 88
 AD5812
 AD5812  VERT ORDER      -  SECOND    CLASS I
 AD5812
 AD5812.The horizontal coordinates were scaled from a map and have
 AD5812.an estimated accuracy of +/- 6 seconds.
 AD5812
 AD5812.The orthometric height was determined by differential leveling and
 AD5812.adjusted by the NATIONAL GEODETIC SURVEY
 AD5812.in June 1991.
 AD5812
 AD5812.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5812.GEOID18 height accuracy estimate available here.
 AD5812
 AD5812.This Tidal Bench Mark is designated as VM 5620
 AD5812.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5812
 AD5812.Click photographs - Photos may exist for this station.
 AD5812
 AD5812.The dynamic height is computed by dividing the NAVD 88
 AD5812.geopotential number by the normal gravity value computed on the
 AD5812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5812.degrees latitude (g = 980.6199 gals.).
 AD5812
 AD5812.The modeled gravity was interpolated from observed gravity values.
 AD5812
 AD5812;                    North         East    Units  Estimated Accuracy
 AD5812;SPC FL E     -   243,460.      294,290.      MT  (+/- 180 meters Scaled)
 AD5812
 AD5812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK942345(NAD 83)
 AD5812
 AD5812                          SUPERSEDED SURVEY CONTROL
 AD5812
 AD5812  NGVD 29 (09/01/92)    3.849  (m)           12.63   (f) ADJUSTED    2 1
 AD5812
 AD5812.Superseded values are not recommended for survey control.
 AD5812
 AD5812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5812.See file dsdata.pdf to determine how the superseded data were derived.
 AD5812
 AD5812_MARKER: DJ = TIDAL STATION DISK
 AD5812_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5812_SP_SET: BRIDGE ABUTMENT
 AD5812_STAMPING: NO 2 1973
 AD5812_MARK LOGO: NOS
 AD5812_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5812
 AD5812  HISTORY     - Date     Condition        Report By
 AD5812  HISTORY     - 1973     MONUMENTED       NOS
 AD5812  HISTORY     - 1980     GOOD             FLDNR
 AD5812  HISTORY     - 1989     GOOD             USPSQD
 AD5812  HISTORY     - 19910724 GOOD             USPSQD
 AD5812  HISTORY     - 19940512 GOOD             USPSQD
 AD5812  HISTORY     - 19950404 GOOD             USPSQD
 AD5812  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AD5812  HISTORY     - 20020201 MARK NOT FOUND   USPSQD
 AD5812  HISTORY     - 20041207 MARK NOT FOUND   USPSQD
 AD5812  HISTORY     - 20100313 MARK NOT FOUND   GEOCAC
 AD5812
 AD5812                          STATION DESCRIPTION
 AD5812
 AD5812'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5812'IN BOYNTON BEACH.
 AD5812'BEGIN AT THE JUNCTION OF STATE HIGHWAY 804 EAST (OCEAN AVENUE) WITH
 AD5812'U.S. HIGHWAY 1, GO EAST 0.25 MILE ON OCEAN AVENUE TO THE BRIDGE OVER
 AD5812'THE INTRACOASTAL WATERWAY AND THE MARK.  THE MARK IS SET IN TOP OF THE
 AD5812'NORTHEAST BRIDGE ABUTMENT, 19 FEET NORTH OF THE HIGHWAY CENTERLINE,
 AD5812'AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260801.
 AD5812'THE MARK IS 0.5 FT ABOVE HIGHWAY.
 AD5812
 AD5812                          STATION RECOVERY (1989)
 AD5812
 AD5812'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5812'RECOVERED IN GOOD CONDITION.
 AD5812
 AD5812                          STATION RECOVERY (1991)
 AD5812
 AD5812'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5812'RECOVERED IN GOOD CONDITION.
 AD5812
 AD5812                          STATION RECOVERY (1994)
 AD5812
 AD5812'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5812'RECOVERED IN GOOD CONDITION.
 AD5812
 AD5812                          STATION RECOVERY (1995)
 AD5812
 AD5812'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5812'RECOVERED IN GOOD CONDITION.
 AD5812
 AD5812                          STATION RECOVERY (2001)
 AD5812
 AD5812'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AD5812'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AD5812
 AD5812                          STATION RECOVERY (2002)
 AD5812
 AD5812'RECOVERY NOTE BY US POWER SQUADRON 2002 (BJS)
 AD5812'BRIDGE DEMOLISHED AND NEW BRIDGE BUILT ON SITE
 AD5812
 AD5812                          STATION RECOVERY (2004)
 AD5812
 AD5812'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5812'MARK NOT FOUND.
 AD5812
 AD5812                          STATION RECOVERY (2010)
 AD5812
 AD5812'RECOVERY NOTE BY GEOCACHING 2010 (RLM)
 AD5812'CONCRETE WORK HAS BEEN DONE ON THE BRIDGE. THERE IS NO EVIDENCE OF THE
 AD5812'MARK.
 AD5812'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5818 ***********************************************************************
 AD5818  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5818  DESIGNATION -  872 2746 F TIDAL
 AD5818  PID         -  AD5818
 AD5818  STATE/COUNTY-  FL/PALM BEACH
 AD5818  COUNTRY     -  US
 AD5818  USGS QUAD   -  DELRAY BEACH (2018)
 AD5818
 AD5818                         *CURRENT SURVEY CONTROL
 AD5818  ______________________________________________________________________
 AD5818* NAD 83(1986) POSITION- 26 28 26.9    (N) 080 03 42.3    (W)   HD_HELD2
 AD5818* NAVD 88 ORTHO HEIGHT -     3.866 (meters)       12.68  (feet) ADJUSTED
 AD5818  ______________________________________________________________________
 AD5818  GEOID HEIGHT    -        -26.130 (meters)                     GEOID18
 AD5818  DYNAMIC HEIGHT  -          3.860 (meters)       12.66  (feet) COMP
 AD5818  MODELED GRAVITY -    979,095.4   (mgal)                       NAVD 88
 AD5818
 AD5818  VERT ORDER      -  FIRST     CLASS II
 AD5818
 AD5818.The horizontal coordinates were established by autonomous hand held GPS
 AD5818.observations and have an estimated accuracy of +/- 10 meters.
 AD5818
 AD5818.The orthometric height was determined by differential leveling and
 AD5818.adjusted by the NATIONAL GEODETIC SURVEY
 AD5818.in June 1991.
 AD5818
 AD5818.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5818.GEOID18 height accuracy estimate available here.
 AD5818
 AD5818.This Tidal Bench Mark is designated as VM 5629
 AD5818.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5818
 AD5818.Click photographs - Photos may exist for this station.
 AD5818
 AD5818.The dynamic height is computed by dividing the NAVD 88
 AD5818.geopotential number by the normal gravity value computed on the
 AD5818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5818.degrees latitude (g = 980.6199 gals.).
 AD5818
 AD5818.The modeled gravity was interpolated from observed gravity values.
 AD5818
 AD5818;                    North         East    Units  Estimated Accuracy
 AD5818;SPC FL E     -   237,484.      293,552.      MT  (+/- 10 meters HH2 GPS)
 AD5818
 AD5818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9352028534(NAD 83)
 AD5818
 AD5818                          SUPERSEDED SURVEY CONTROL
 AD5818
 AD5818  NGVD 29 (09/01/92)    4.339  (m)           14.24   (f) ADJUSTED    1 2
 AD5818
 AD5818.Superseded values are not recommended for survey control.
 AD5818
 AD5818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5818.See file dsdata.pdf to determine how the superseded data were derived.
 AD5818
 AD5818_MARKER: DJ = TIDAL STATION DISK
 AD5818_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5818_SP_SET: ABUTMENT
 AD5818_STAMPING: 2746 F
 AD5818_MARK LOGO: FLDT
 AD5818_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5818+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2025
 AD5818
 AD5818  HISTORY     - Date     Condition        Report By
 AD5818  HISTORY     - UNK      MONUMENTED       FLDT
 AD5818  HISTORY     - 1980     GOOD             FLDNR
 AD5818  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5818  HISTORY     - 1990     GOOD             USPSQD
 AD5818  HISTORY     - 1990     GOOD             USPSQD
 AD5818  HISTORY     - 19910110 GOOD             NGS
 AD5818  HISTORY     - 20000915 GOOD             USPSQD
 AD5818  HISTORY     - 20031205 GOOD             USPSQD
 AD5818  HISTORY     - 20050207 GOOD             USPSQD
 AD5818  HISTORY     - 20080302 GOOD             GEOCAC
 AD5818  HISTORY     - 20251029 GOOD             WSMI
 AD5818
 AD5818                          STATION DESCRIPTION
 AD5818
 AD5818'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5818'IN DELRAY BEACH.
 AD5818'BEGIN AT THE JUNCTION OF STATE HIGHWAY S-806A (N.E. 8TH AVENUE) WITH
 AD5818'U.S. HIGHWAY 1 IN DELRAY BEACH, GO EAST 0.4 MILE ON S-806A TO THE
 AD5818'BRIDGE OVER THE INTRACOASTAL WATERWAY AND THE MARK.  THE MARK BEARS 20
 AD5818'FEET NORTH OF THE HIGHWAY CENTERLINE, SET FLUSH IN THE TOP OF THE
 AD5818'NORTHEAST ABUTMENT.
 AD5818
 AD5818                          STATION RECOVERY (1989)
 AD5818
 AD5818'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5818'MARK NOT FOUND.
 AD5818
 AD5818                          STATION RECOVERY (1990)
 AD5818
 AD5818'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5818'RECOVERED IN GOOD CONDITION.
 AD5818
 AD5818                          STATION RECOVERY (1990)
 AD5818
 AD5818'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5818'RECOVERED IN GOOD CONDITION.
 AD5818
 AD5818                          STATION RECOVERY (1991)
 AD5818
 AD5818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD5818'0.6 KM (0.4 MI) EASTERLY ALONG NORTHEAST 8TH STREET (GEORGE BUSH
 AD5818'BOULEVARD) FROM THE INTERSECTION OF NORTHEAST 6TH AVENUE (U.S.
 AD5818'HIGHWAY 1) IN DELRAY BEACH, IN TOP OF AND 0.1 M (0.3 FT) SOUTH OF THE
 AD5818'NORTH END OF THE EAST CONCRETE ABUTMENT OF THE STREET BRIDGE SPANNING
 AD5818'THE INTRACOASTAL WATERWAY, 5.8 M (19.0 FT) NORTH OF THE STREET
 AD5818'CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 AD5818
 AD5818                          STATION RECOVERY (2000)
 AD5818
 AD5818'RECOVERY NOTE BY US POWER SQUADRON 2000 (BJS)
 AD5818'RECOVERED IN GOOD CONDITION.
 AD5818
 AD5818                          STATION RECOVERY (2003)
 AD5818
 AD5818'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5818'RECOVERED IN GOOD CONDITION.
 AD5818
 AD5818                          STATION RECOVERY (2005)
 AD5818
 AD5818'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5818'RECOVERED IN GOOD CONDITION.
 AD5818
 AD5818                          STATION RECOVERY (2008)
 AD5818
 AD5818'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 AD5818'RECOVERED IN GOOD CONDITION.
 AD5818
 AD5818                          STATION RECOVERY (2025)
 AD5818
 AD5818'RECOVERY NOTE BY WHIDDEN SURVEYING AND MAPPING INC 2025 (FD)
 AD5818'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5816 ***********************************************************************
 AD5816  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5816  DESIGNATION -  872 2746 TIDAL 1
 AD5816  PID         -  AD5816
 AD5816  STATE/COUNTY-  FL/PALM BEACH
 AD5816  COUNTRY     -  US
 AD5816  USGS QUAD   -  DELRAY BEACH (2018)
 AD5816
 AD5816                         *CURRENT SURVEY CONTROL
 AD5816  ______________________________________________________________________
 AD5816* NAD 83(1986) POSITION- 26 28 26.9    (N) 080 03 45.3    (W)   HD_HELD2
 AD5816* NAVD 88 ORTHO HEIGHT -     3.780 (meters)       12.40  (feet) ADJUSTED
 AD5816  ______________________________________________________________________
 AD5816  GEOID HEIGHT    -        -26.127 (meters)                     GEOID18
 AD5816  DYNAMIC HEIGHT  -          3.774 (meters)       12.38  (feet) COMP
 AD5816  MODELED GRAVITY -    979,095.4   (mgal)                       NAVD 88
 AD5816
 AD5816  VERT ORDER      -  FIRST     CLASS II
 AD5816
 AD5816.The horizontal coordinates were established by autonomous hand held GPS
 AD5816.observations and have an estimated accuracy of +/- 10 meters.
 AD5816
 AD5816.The orthometric height was determined by differential leveling and
 AD5816.adjusted by the NATIONAL GEODETIC SURVEY
 AD5816.in June 1991.
 AD5816
 AD5816.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5816.GEOID18 height accuracy estimate available here.
 AD5816
 AD5816.This Tidal Bench Mark is designated as VM 5626
 AD5816.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5816
 AD5816.Click photographs - Photos may exist for this station.
 AD5816
 AD5816.The dynamic height is computed by dividing the NAVD 88
 AD5816.geopotential number by the normal gravity value computed on the
 AD5816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5816.degrees latitude (g = 980.6199 gals.).
 AD5816
 AD5816.The modeled gravity was interpolated from observed gravity values.
 AD5816
 AD5816;                    North         East    Units  Estimated Accuracy
 AD5816;SPC FL E     -   237,483.      293,469.      MT  (+/- 10 meters HH2 GPS)
 AD5816
 AD5816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9343728534(NAD 83)
 AD5816
 AD5816                          SUPERSEDED SURVEY CONTROL
 AD5816
 AD5816  NGVD 29 (09/01/92)    4.253  (m)           13.95   (f) ADJUSTED    1 2
 AD5816
 AD5816.Superseded values are not recommended for survey control.
 AD5816
 AD5816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5816.See file dsdata.pdf to determine how the superseded data were derived.
 AD5816
 AD5816_MARKER: DJ = TIDAL STATION DISK
 AD5816_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5816_SP_SET: ABUTMENT
 AD5816_STAMPING: NO 1 1973
 AD5816_MARK LOGO: NOS
 AD5816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5816+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2025
 AD5816
 AD5816  HISTORY     - Date     Condition        Report By
 AD5816  HISTORY     - 1973     MONUMENTED       NOS
 AD5816  HISTORY     - 1980     GOOD             FLDNR
 AD5816  HISTORY     - 1989     GOOD             USPSQD
 AD5816  HISTORY     - 1990     GOOD             USPSQD
 AD5816  HISTORY     - 1990     GOOD             USPSQD
 AD5816  HISTORY     - 19910110 GOOD             NGS
 AD5816  HISTORY     - 19910723 GOOD             USPSQD
 AD5816  HISTORY     - 20000915 GOOD             USPSQD
 AD5816  HISTORY     - 20031202 GOOD             USPSQD
 AD5816  HISTORY     - 20050207 GOOD             USPSQD
 AD5816  HISTORY     - 20080302 GOOD             GEOCAC
 AD5816  HISTORY     - 20251029 GOOD             WSMI
 AD5816
 AD5816                          STATION DESCRIPTION
 AD5816
 AD5816'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5816'IN DELRAY BEACH.
 AD5816'BEGIN AT THE JUNCTION OF STATE HIGHWAY S-806A (N.E. 8TH AVENUE) WITH
 AD5816'U.S. HIGHWAY 1 IN DELRAY BEACH, GO EAST 0.4 MILE ON S-806A TO THE
 AD5816'BRIDGE OVER THE INTRACOASTAL WATERWAY AND THE MARK.  THE MARK BEARS
 AD5816'15 FEET NORTH OF THE HIGHWAY CENTERLINE AND IS SET FLUSH IN THE
 AD5816'CONCRETE WALK AT THE NORTHWEST CORNER OF THE BRIDGE, AND RECOVERED AS
 AD5816'DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5816
 AD5816                          STATION RECOVERY (1989)
 AD5816
 AD5816'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5816'RECOVERED IN GOOD CONDITION.
 AD5816
 AD5816                          STATION RECOVERY (1990)
 AD5816
 AD5816'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5816'RECOVERED IN GOOD CONDITION.
 AD5816
 AD5816                          STATION RECOVERY (1990)
 AD5816
 AD5816'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5816'RECOVERED IN GOOD CONDITION.
 AD5816
 AD5816                          STATION RECOVERY (1991)
 AD5816
 AD5816'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 AD5816'0.5 KM (0.3 MI) EASTERLY ALONG NORTHEAST 8TH STREET (GEORGE BUSH
 AD5816'BOULEVARD) FROM THE INTERSECTION OF NORTHEAST 6TH AVENUE (U.S.
 AD5816'HIGHWAY 1) IN DELRAY BEACH, IN TOP OF AND 1.0 M (3.3 FT) SOUTH OF THE
 AD5816'NORTH END OF THE WEST CONCRETE ABUTMENT OF THE STREET BRIDGE SPANNING
 AD5816'THE INTRACOASTAL WATERWAY, 4.6 M (15.1 FT) NORTH OF THE STREET
 AD5816'CENTERLINE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE STREET.
 AD5816
 AD5816                          STATION RECOVERY (1991)
 AD5816
 AD5816'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5816'RECOVERED IN GOOD CONDITION.
 AD5816
 AD5816                          STATION RECOVERY (2000)
 AD5816
 AD5816'RECOVERY NOTE BY US POWER SQUADRON 2000 (BJS)
 AD5816'RECOVERED IN GOOD CONDITION.
 AD5816
 AD5816                          STATION RECOVERY (2003)
 AD5816
 AD5816'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5816'RECOVERED IN GOOD CONDITION.
 AD5816
 AD5816                          STATION RECOVERY (2005)
 AD5816
 AD5816'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5816'RECOVERED IN GOOD CONDITION.
 AD5816
 AD5816                          STATION RECOVERY (2008)
 AD5816
 AD5816'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 AD5816'RECOVERED IN GOOD CONDITION.
 AD5816
 AD5816                          STATION RECOVERY (2025)
 AD5816
 AD5816'RECOVERY NOTE BY WHIDDEN SURVEYING AND MAPPING INC 2025 (FD)
 AD5816'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5823 ***********************************************************************
 AD5823  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5823  DESIGNATION -  872 2761 TIDAL 1
 AD5823  PID         -  AD5823
 AD5823  STATE/COUNTY-  FL/PALM BEACH
 AD5823  COUNTRY     -  US
 AD5823  USGS QUAD   -  DELRAY BEACH (2018)
 AD5823
 AD5823                         *CURRENT SURVEY CONTROL
 AD5823  ______________________________________________________________________
 AD5823* NAD 83(1986) POSITION- 26 26 50.     (N) 080 03 57.     (W)   SCALED
 AD5823* NAVD 88 ORTHO HEIGHT -     1.495 (meters)        4.90  (feet) ADJUSTED
 AD5823  ______________________________________________________________________
 AD5823  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 AD5823  DYNAMIC HEIGHT  -          1.492 (meters)        4.89  (feet) COMP
 AD5823  MODELED GRAVITY -    979,092.9   (mgal)                       NAVD 88
 AD5823
 AD5823  VERT ORDER      -  SECOND    CLASS I
 AD5823
 AD5823.The horizontal coordinates were scaled from a map and have
 AD5823.an estimated accuracy of +/- 6 seconds.
 AD5823
 AD5823.The orthometric height was determined by differential leveling and
 AD5823.adjusted by the NATIONAL GEODETIC SURVEY
 AD5823.in June 1991.
 AD5823
 AD5823.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5823.GEOID18 height accuracy estimate available here.
 AD5823
 AD5823.This Tidal Bench Mark is designated as VM 5632
 AD5823.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5823
 AD5823.Click photographs - Photos may exist for this station.
 AD5823
 AD5823.The dynamic height is computed by dividing the NAVD 88
 AD5823.geopotential number by the normal gravity value computed on the
 AD5823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5823.degrees latitude (g = 980.6199 gals.).
 AD5823
 AD5823.The modeled gravity was interpolated from observed gravity values.
 AD5823
 AD5823;                    North         East    Units  Estimated Accuracy
 AD5823;SPC FL E     -   234,500.      293,170.      MT  (+/- 180 meters Scaled)
 AD5823
 AD5823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK931255(NAD 83)
 AD5823
 AD5823                          SUPERSEDED SURVEY CONTROL
 AD5823
 AD5823  NGVD 29 (09/01/92)    1.968  (m)            6.46   (f) ADJUSTED    2 1
 AD5823
 AD5823.Superseded values are not recommended for survey control.
 AD5823
 AD5823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5823.See file dsdata.pdf to determine how the superseded data were derived.
 AD5823
 AD5823_MARKER: DJ = TIDAL STATION DISK
 AD5823_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5823_SP_SET: SEAWALL
 AD5823_STAMPING: NO 1 1973
 AD5823_MARK LOGO: NOS
 AD5823_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5823+STABILITY: SURFACE MOTION
 AD5823_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5823+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 AD5823
 AD5823  HISTORY     - Date     Condition        Report By
 AD5823  HISTORY     - 1973     MONUMENTED       NOS
 AD5823  HISTORY     - 1980     GOOD             FLDNR
 AD5823  HISTORY     - 1989     GOOD             USPSQD
 AD5823  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5823  HISTORY     - 19910723 GOOD             USPSQD
 AD5823  HISTORY     - 19950404 GOOD             USPSQD
 AD5823  HISTORY     - 20030924 GOOD             USPSQD
 AD5823  HISTORY     - 20041013 GOOD             USPSQD
 AD5823  HISTORY     - 20051014 GOOD             USPSQD
 AD5823  HISTORY     - 20060819 GOOD             FLDEP
 AD5823  HISTORY     - 20250630 MARK NOT FOUND   GEOCAC
 AD5823
 AD5823                          STATION DESCRIPTION
 AD5823
 AD5823'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5823'1.3 MI SOUTH FROM DELRAY BEACH.
 AD5823'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 SOUTH AND STATE HIGHWAY
 AD5823'S-806 (ATLANTIC AVENUE), GO SOUTH 1.2 MILES ON U.S. 1 (ONE WAY) TO A
 AD5823'U-TURN LOOP TO U.S. 1 NORTH (ONE WAY), GO NORTH 0.1 MILE ON U.S. 1 TO
 AD5823'THE DEL MAR MARINA AND THE MARK.  THE MARK BEARS 66.25 FEET SOUTH
 AD5823'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MARINA YARD OFFICE, 60 FEET
 AD5823'WEST OF THE EAST EDGE OF THE SEAWALL ALONG THE INTRACOASTAL WATERWAY,
 AD5823'AND 1.3 FEET EAST OF THE WEST END OF THE SOUTHERNMOST SEAWALL AT THE
 AD5823'MARINA, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5823
 AD5823                          STATION RECOVERY (1989)
 AD5823
 AD5823'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5823'RECOVERED IN GOOD CONDITION.
 AD5823
 AD5823                          STATION RECOVERY (1990)
 AD5823
 AD5823'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5823'MARK NOT FOUND.
 AD5823
 AD5823                          STATION RECOVERY (1991)
 AD5823
 AD5823'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5823'RECOVERED IN GOOD CONDITION.
 AD5823
 AD5823                          STATION RECOVERY (1995)
 AD5823
 AD5823'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5823'RECOVERED IN GOOD CONDITION.
 AD5823
 AD5823                          STATION RECOVERY (2003)
 AD5823
 AD5823'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5823'RECOVERED IN GOOD CONDITION.
 AD5823
 AD5823                          STATION RECOVERY (2004)
 AD5823
 AD5823'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5823'RECOVERED IN GOOD CONDITION.
 AD5823
 AD5823                          STATION RECOVERY (2005)
 AD5823
 AD5823'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5823'RECOVERED IN GOOD CONDITION.
 AD5823
 AD5823                          STATION RECOVERY (2006)
 AD5823
 AD5823'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5823'RECOVERED AS DESCRIBED.
 AD5823
 AD5823                          STATION RECOVERY (2025)
 AD5823
 AD5823'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD5823'MARK NOT FOUND.  DEL MAR MARINA HAS BEEN REPLACED WITH GATED LUXURY
 AD5823'HOMES.  NO ACCESS TO SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5822 ***********************************************************************
 AD5822  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5822  DESIGNATION -  872 2761 TIDAL 2
 AD5822  PID         -  AD5822
 AD5822  STATE/COUNTY-  FL/PALM BEACH
 AD5822  COUNTRY     -  US
 AD5822  USGS QUAD   -  DELRAY BEACH (2018)
 AD5822
 AD5822                         *CURRENT SURVEY CONTROL
 AD5822  ______________________________________________________________________
 AD5822* NAD 83(1986) POSITION- 26 26 50.     (N) 080 03 57.     (W)   SCALED
 AD5822* NAVD 88 ORTHO HEIGHT -     1.497 (meters)        4.91  (feet) ADJUSTED
 AD5822  ______________________________________________________________________
 AD5822  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 AD5822  DYNAMIC HEIGHT  -          1.495 (meters)        4.90  (feet) COMP
 AD5822  MODELED GRAVITY -    979,092.9   (mgal)                       NAVD 88
 AD5822
 AD5822  VERT ORDER      -  SECOND    CLASS I
 AD5822
 AD5822.The horizontal coordinates were scaled from a map and have
 AD5822.an estimated accuracy of +/- 6 seconds.
 AD5822
 AD5822.The orthometric height was determined by differential leveling and
 AD5822.adjusted by the NATIONAL GEODETIC SURVEY
 AD5822.in June 1991.
 AD5822
 AD5822.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5822.GEOID18 height accuracy estimate available here.
 AD5822
 AD5822.This Tidal Bench Mark is designated as VM 5633
 AD5822.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5822
 AD5822.Click photographs - Photos may exist for this station.
 AD5822
 AD5822.The dynamic height is computed by dividing the NAVD 88
 AD5822.geopotential number by the normal gravity value computed on the
 AD5822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5822.degrees latitude (g = 980.6199 gals.).
 AD5822
 AD5822.The modeled gravity was interpolated from observed gravity values.
 AD5822
 AD5822;                    North         East    Units  Estimated Accuracy
 AD5822;SPC FL E     -   234,500.      293,170.      MT  (+/- 180 meters Scaled)
 AD5822
 AD5822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK931255(NAD 83)
 AD5822
 AD5822                          SUPERSEDED SURVEY CONTROL
 AD5822
 AD5822  NGVD 29 (09/01/92)    1.970  (m)            6.46   (f) ADJUSTED    2 1
 AD5822
 AD5822.Superseded values are not recommended for survey control.
 AD5822
 AD5822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5822.See file dsdata.pdf to determine how the superseded data were derived.
 AD5822
 AD5822_MARKER: DJ = TIDAL STATION DISK
 AD5822_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5822_SP_SET: SEAWALL
 AD5822_STAMPING: NO 2 1973
 AD5822_MARK LOGO: NOS
 AD5822_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5822+STABILITY: SURFACE MOTION
 AD5822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5822+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 AD5822
 AD5822  HISTORY     - Date     Condition        Report By
 AD5822  HISTORY     - 1973     MONUMENTED       NOS
 AD5822  HISTORY     - 1980     GOOD             FLDNR
 AD5822  HISTORY     - 1989     GOOD             USPSQD
 AD5822  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5822  HISTORY     - 1990     GOOD             USPSQD
 AD5822  HISTORY     - 19910722 GOOD             USPSQD
 AD5822  HISTORY     - 19950404 GOOD             USPSQD
 AD5822  HISTORY     - 20030924 GOOD             USPSQD
 AD5822  HISTORY     - 20041013 GOOD             USPSQD
 AD5822  HISTORY     - 20051014 GOOD             USPSQD
 AD5822  HISTORY     - 20060819 GOOD             FLDEP
 AD5822  HISTORY     - 20250630 MARK NOT FOUND   GEOCAC
 AD5822
 AD5822                          STATION DESCRIPTION
 AD5822
 AD5822'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5822'1.3 MI SOUTH FROM DELRAY BEACH.
 AD5822'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 SOUTH AND STATE HIGHWAY
 AD5822'S-806 (ATLANTIC AVENUE), GO SOUTH 1.2 MILES ON U.S. 1 (ONE WAY) TO A
 AD5822'U-TURN LOOP TO U.S. 1 NORTH (ONE WAY), GO NORTH 0.1 MILE ON U.S. 1 TO
 AD5822'THE DEL MAR MARINA AND THE MARK.  THE MARK BEARS 32.8 FEET WEST OF THE
 AD5822'EAST EDGE OF THE SEAWALL AT THE INTRACOASTAL WATERWAY AND 4.9 FEET
 AD5822'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MARINA YARD OFFICE, AND
 AD5822'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5822
 AD5822                          STATION RECOVERY (1989)
 AD5822
 AD5822'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5822'RECOVERED IN GOOD CONDITION.
 AD5822
 AD5822                          STATION RECOVERY (1990)
 AD5822
 AD5822'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5822'MARK NOT FOUND.
 AD5822
 AD5822                          STATION RECOVERY (1990)
 AD5822
 AD5822'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5822'RECOVERED IN GOOD CONDITION.
 AD5822
 AD5822                          STATION RECOVERY (1991)
 AD5822
 AD5822'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5822'RECOVERED IN GOOD CONDITION.
 AD5822
 AD5822                          STATION RECOVERY (1995)
 AD5822
 AD5822'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5822'RECOVERED IN GOOD CONDITION.
 AD5822
 AD5822                          STATION RECOVERY (2003)
 AD5822
 AD5822'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5822'RECOVERED IN GOOD CONDITION.
 AD5822
 AD5822                          STATION RECOVERY (2004)
 AD5822
 AD5822'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5822'RECOVERED IN GOOD CONDITION.
 AD5822
 AD5822                          STATION RECOVERY (2005)
 AD5822
 AD5822'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5822'RECOVERED IN GOOD CONDITION.
 AD5822
 AD5822                          STATION RECOVERY (2006)
 AD5822
 AD5822'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5822'RECOVERED AS DESCRIBED.
 AD5822
 AD5822                          STATION RECOVERY (2025)
 AD5822
 AD5822'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD5822'MARK NOT FOUND.  DEL MAR MARINA HAS BEEN REPLACED WITH GATED LUXURY
 AD5822'HOMES.  NO ACCESS TO SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5821 ***********************************************************************
 AD5821  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5821  DESIGNATION -  872 2761 TIDAL 3
 AD5821  PID         -  AD5821
 AD5821  STATE/COUNTY-  FL/PALM BEACH
 AD5821  COUNTRY     -  US
 AD5821  USGS QUAD   -  DELRAY BEACH (2018)
 AD5821
 AD5821                         *CURRENT SURVEY CONTROL
 AD5821  ______________________________________________________________________
 AD5821* NAD 83(1986) POSITION- 26 26 50.     (N) 080 03 57.     (W)   SCALED
 AD5821* NAVD 88 ORTHO HEIGHT -     1.498 (meters)        4.91  (feet) ADJUSTED
 AD5821  ______________________________________________________________________
 AD5821  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 AD5821  DYNAMIC HEIGHT  -          1.496 (meters)        4.91  (feet) COMP
 AD5821  MODELED GRAVITY -    979,092.9   (mgal)                       NAVD 88
 AD5821
 AD5821  VERT ORDER      -  SECOND    CLASS I
 AD5821
 AD5821.The horizontal coordinates were scaled from a map and have
 AD5821.an estimated accuracy of +/- 6 seconds.
 AD5821
 AD5821.The orthometric height was determined by differential leveling and
 AD5821.adjusted by the NATIONAL GEODETIC SURVEY
 AD5821.in June 1991.
 AD5821
 AD5821.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5821.GEOID18 height accuracy estimate available here.
 AD5821
 AD5821.This Tidal Bench Mark is designated as VM 5634
 AD5821.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5821
 AD5821.Click photographs - Photos may exist for this station.
 AD5821
 AD5821.The dynamic height is computed by dividing the NAVD 88
 AD5821.geopotential number by the normal gravity value computed on the
 AD5821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5821.degrees latitude (g = 980.6199 gals.).
 AD5821
 AD5821.The modeled gravity was interpolated from observed gravity values.
 AD5821
 AD5821;                    North         East    Units  Estimated Accuracy
 AD5821;SPC FL E     -   234,500.      293,170.      MT  (+/- 180 meters Scaled)
 AD5821
 AD5821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK931255(NAD 83)
 AD5821
 AD5821                          SUPERSEDED SURVEY CONTROL
 AD5821
 AD5821  NGVD 29 (09/01/92)    1.971  (m)            6.47   (f) ADJUSTED    2 1
 AD5821
 AD5821.Superseded values are not recommended for survey control.
 AD5821
 AD5821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5821.See file dsdata.pdf to determine how the superseded data were derived.
 AD5821
 AD5821_MARKER: DJ = TIDAL STATION DISK
 AD5821_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5821_SP_SET: SEAWALL
 AD5821_STAMPING: NO 3 1973
 AD5821_MARK LOGO: NOS
 AD5821_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5821+STABILITY: SURFACE MOTION
 AD5821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5821+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 AD5821
 AD5821  HISTORY     - Date     Condition        Report By
 AD5821  HISTORY     - 1973     MONUMENTED       NOS
 AD5821  HISTORY     - 1980     GOOD             FLDNR
 AD5821  HISTORY     - 1989     GOOD             USPSQD
 AD5821  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5821  HISTORY     - 1990     GOOD             USPSQD
 AD5821  HISTORY     - 19910722 GOOD             USPSQD
 AD5821  HISTORY     - 19950404 GOOD             USPSQD
 AD5821  HISTORY     - 20030924 GOOD             USPSQD
 AD5821  HISTORY     - 20041013 GOOD             USPSQD
 AD5821  HISTORY     - 20051014 GOOD             USPSQD
 AD5821  HISTORY     - 20060819 GOOD             FLDEP
 AD5821  HISTORY     - 20250630 MARK NOT FOUND   GEOCAC
 AD5821
 AD5821                          STATION DESCRIPTION
 AD5821
 AD5821'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5821'1.3 MI SOUTH FROM DELRAY BEACH.
 AD5821'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 SOUTH AND STATE HIGHWAY
 AD5821'S-806 (ATLANTIC AVENUE), GO SOUTH 1.2 MILES ON U.S. 1 (ONE WAY) TO A
 AD5821'U-TURN LOOP TO U.S. 1 NORTH (ONE WAY), GO NORTH 0.1 MILE ON U.S. 1 TO
 AD5821'THE DEL MAR MARINA AND THE MARK.  THE MARK IS 98 FEET WEST OF THE
 AD5821'SOUTHWEST CORNER OF THE MARINA YARD OFFICE, AND RECOVERED AS DESCRIBED
 AD5821'IN NOS TIDAL DATA, QUAD 260802.
 AD5821
 AD5821                          STATION RECOVERY (1989)
 AD5821
 AD5821'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5821'RECOVERED IN GOOD CONDITION.
 AD5821
 AD5821                          STATION RECOVERY (1990)
 AD5821
 AD5821'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5821'MARK NOT FOUND.
 AD5821
 AD5821                          STATION RECOVERY (1990)
 AD5821
 AD5821'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5821'RECOVERED IN GOOD CONDITION.
 AD5821
 AD5821                          STATION RECOVERY (1991)
 AD5821
 AD5821'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5821'RECOVERED IN GOOD CONDITION.
 AD5821
 AD5821                          STATION RECOVERY (1995)
 AD5821
 AD5821'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5821'RECOVERED IN GOOD CONDITION.
 AD5821
 AD5821                          STATION RECOVERY (2003)
 AD5821
 AD5821'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5821'RECOVERED IN GOOD CONDITION.
 AD5821
 AD5821                          STATION RECOVERY (2004)
 AD5821
 AD5821'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5821'RECOVERED IN GOOD CONDITION.
 AD5821
 AD5821                          STATION RECOVERY (2005)
 AD5821
 AD5821'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5821'RECOVERED IN GOOD CONDITION.
 AD5821
 AD5821                          STATION RECOVERY (2006)
 AD5821
 AD5821'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5821'RECOVERED AS DESCRIBED.
 AD5821
 AD5821                          STATION RECOVERY (2025)
 AD5821
 AD5821'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD5821'MARK NOT FOUND.  DEL MAR MARINA HAS BEEN REPLACED WITH GATED LUXURY
 AD5821'HOMES.  NO ACCESS TO SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5820 ***********************************************************************
 AD5820  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5820  DESIGNATION -  872 2761 TIDAL 4
 AD5820  PID         -  AD5820
 AD5820  STATE/COUNTY-  FL/PALM BEACH
 AD5820  COUNTRY     -  US
 AD5820  USGS QUAD   -  DELRAY BEACH (2018)
 AD5820
 AD5820                         *CURRENT SURVEY CONTROL
 AD5820  ______________________________________________________________________
 AD5820* NAD 83(1986) POSITION- 26 26 50.     (N) 080 03 57.     (W)   SCALED
 AD5820* NAVD 88 ORTHO HEIGHT -     1.488 (meters)        4.88  (feet) ADJUSTED
 AD5820  ______________________________________________________________________
 AD5820  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 AD5820  DYNAMIC HEIGHT  -          1.486 (meters)        4.88  (feet) COMP
 AD5820  MODELED GRAVITY -    979,092.9   (mgal)                       NAVD 88
 AD5820
 AD5820  VERT ORDER      -  SECOND    CLASS I
 AD5820
 AD5820.The horizontal coordinates were scaled from a map and have
 AD5820.an estimated accuracy of +/- 6 seconds.
 AD5820
 AD5820.The orthometric height was determined by differential leveling and
 AD5820.adjusted by the NATIONAL GEODETIC SURVEY
 AD5820.in June 1991.
 AD5820
 AD5820.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5820.GEOID18 height accuracy estimate available here.
 AD5820
 AD5820.This Tidal Bench Mark is designated as VM 5635
 AD5820.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5820
 AD5820.Click photographs - Photos may exist for this station.
 AD5820
 AD5820.The dynamic height is computed by dividing the NAVD 88
 AD5820.geopotential number by the normal gravity value computed on the
 AD5820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5820.degrees latitude (g = 980.6199 gals.).
 AD5820
 AD5820.The modeled gravity was interpolated from observed gravity values.
 AD5820
 AD5820;                    North         East    Units  Estimated Accuracy
 AD5820;SPC FL E     -   234,500.      293,170.      MT  (+/- 180 meters Scaled)
 AD5820
 AD5820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK931255(NAD 83)
 AD5820
 AD5820                          SUPERSEDED SURVEY CONTROL
 AD5820
 AD5820  NGVD 29 (09/01/92)    1.961  (m)            6.43   (f) ADJUSTED    2 1
 AD5820
 AD5820.Superseded values are not recommended for survey control.
 AD5820
 AD5820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5820.See file dsdata.pdf to determine how the superseded data were derived.
 AD5820
 AD5820_MARKER: DJ = TIDAL STATION DISK
 AD5820_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5820_SP_SET: SEAWALL
 AD5820_STAMPING: NO 4 1973
 AD5820_MARK LOGO: NOS
 AD5820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5820+STABILITY: SURFACE MOTION
 AD5820
 AD5820  HISTORY     - Date     Condition        Report By
 AD5820  HISTORY     - 1973     MONUMENTED       NOS
 AD5820  HISTORY     - 1980     GOOD             FLDNR
 AD5820  HISTORY     - 1989     GOOD             USPSQD
 AD5820  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5820  HISTORY     - 1990     GOOD             USPSQD
 AD5820  HISTORY     - 19910722 GOOD             USPSQD
 AD5820  HISTORY     - 19950404 GOOD             USPSQD
 AD5820  HISTORY     - 20030924 MARK NOT FOUND   USPSQD
 AD5820  HISTORY     - 20041013 MARK NOT FOUND   USPSQD
 AD5820  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD5820  HISTORY     - 20051014 MARK NOT FOUND   USPSQD
 AD5820  HISTORY     - 20250804 MARK NOT FOUND   NGS
 AD5820
 AD5820                          STATION DESCRIPTION
 AD5820
 AD5820'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5820'1.3 MI SOUTH FROM DELRAY BEACH.
 AD5820'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 SOUTH AND STATE HIGHWAY
 AD5820'S-806 (ATLANTIC AVENUE), GO SOUTH 1.2 MILES ON U.S. 1 (ONE WAY) TO A
 AD5820'U-TURN LOOP TO U.S. 1 NORTH (ONE WAY), GO NORTH 0.1 MILE ON U.S. 1 TO
 AD5820'THE DEL MAR MARINA AND THE MARK.  THE MARK IS SET FLUSH IN THE
 AD5820'SEAWALL, 4.9 FEET NORTHEAST OF THE NORTHEAST CORNER OF A STORAGE SHED
 AD5820'AT THE SOUTHWEST CORNER OF THE MARINA BASIN, AND RECOVERED AS
 AD5820'DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5820
 AD5820                          STATION RECOVERY (1989)
 AD5820
 AD5820'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5820'RECOVERED IN GOOD CONDITION.
 AD5820
 AD5820                          STATION RECOVERY (1990)
 AD5820
 AD5820'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5820'MARK NOT FOUND.
 AD5820
 AD5820                          STATION RECOVERY (1990)
 AD5820
 AD5820'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5820'RECOVERED IN GOOD CONDITION.
 AD5820
 AD5820                          STATION RECOVERY (1991)
 AD5820
 AD5820'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5820'RECOVERED IN GOOD CONDITION.
 AD5820
 AD5820                          STATION RECOVERY (1995)
 AD5820
 AD5820'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5820'RECOVERED IN GOOD CONDITION.
 AD5820
 AD5820                          STATION RECOVERY (2003)
 AD5820
 AD5820'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5820'MARK NOT FOUND.
 AD5820
 AD5820                          STATION RECOVERY (2004)
 AD5820
 AD5820'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5820'MARK NOT FOUND.
 AD5820
 AD5820                          STATION RECOVERY (2005)
 AD5820
 AD5820'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD5820'MARK NOT FOUND
 AD5820
 AD5820                          STATION RECOVERY (2005)
 AD5820
 AD5820'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5820'UNDER BOARDWALK
 AD5820
 AD5820                          STATION RECOVERY (2025)
 AD5820
 AD5820'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2025 (MRA)
 AD5820'MARK NOT FOUND.  DEL MAR MARINA HAS BEEN REPLACED WITH GATED LUXURY
 AD5820'HOMES.  NO ACCESS TO SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5819 ***********************************************************************
 AD5819  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5819  DESIGNATION -  872 2761 TIDAL 5
 AD5819  PID         -  AD5819
 AD5819  STATE/COUNTY-  FL/PALM BEACH
 AD5819  COUNTRY     -  US
 AD5819  USGS QUAD   -  DELRAY BEACH (2018)
 AD5819
 AD5819                         *CURRENT SURVEY CONTROL
 AD5819  ______________________________________________________________________
 AD5819* NAD 83(1986) POSITION- 26 26 50.     (N) 080 03 57.     (W)   SCALED
 AD5819* NAVD 88 ORTHO HEIGHT -     1.480 (meters)        4.86  (feet) ADJUSTED
 AD5819  ______________________________________________________________________
 AD5819  GEOID HEIGHT    -        -26.098 (meters)                     GEOID18
 AD5819  DYNAMIC HEIGHT  -          1.477 (meters)        4.85  (feet) COMP
 AD5819  MODELED GRAVITY -    979,092.9   (mgal)                       NAVD 88
 AD5819
 AD5819  VERT ORDER      -  SECOND    CLASS I
 AD5819
 AD5819.The horizontal coordinates were scaled from a map and have
 AD5819.an estimated accuracy of +/- 6 seconds.
 AD5819
 AD5819.The orthometric height was determined by differential leveling and
 AD5819.adjusted by the NATIONAL GEODETIC SURVEY
 AD5819.in June 1991.
 AD5819
 AD5819.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5819.GEOID18 height accuracy estimate available here.
 AD5819
 AD5819.This Tidal Bench Mark is designated as VM 5636
 AD5819.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5819
 AD5819.Click photographs - Photos may exist for this station.
 AD5819
 AD5819.The dynamic height is computed by dividing the NAVD 88
 AD5819.geopotential number by the normal gravity value computed on the
 AD5819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5819.degrees latitude (g = 980.6199 gals.).
 AD5819
 AD5819.The modeled gravity was interpolated from observed gravity values.
 AD5819
 AD5819;                    North         East    Units  Estimated Accuracy
 AD5819;SPC FL E     -   234,500.      293,170.      MT  (+/- 180 meters Scaled)
 AD5819
 AD5819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK931255(NAD 83)
 AD5819
 AD5819                          SUPERSEDED SURVEY CONTROL
 AD5819
 AD5819  NGVD 29 (09/01/92)    1.953  (m)            6.41   (f) ADJUSTED    2 1
 AD5819
 AD5819.Superseded values are not recommended for survey control.
 AD5819
 AD5819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5819.See file dsdata.pdf to determine how the superseded data were derived.
 AD5819
 AD5819_MARKER: DJ = TIDAL STATION DISK
 AD5819_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5819_SP_SET: SEAWALL
 AD5819_STAMPING: NO 5 1973
 AD5819_MARK LOGO: NOS
 AD5819_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5819_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5819+SATELLITE: SATELLITE OBSERVATIONS - August 19, 2006
 AD5819
 AD5819  HISTORY     - Date     Condition        Report By
 AD5819  HISTORY     - 1973     MONUMENTED       NOS
 AD5819  HISTORY     - 1980     GOOD             FLDNR
 AD5819  HISTORY     - 1989     GOOD             USPSQD
 AD5819  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5819  HISTORY     - 1990     GOOD             USPSQD
 AD5819  HISTORY     - 19910723 GOOD             USPSQD
 AD5819  HISTORY     - 19950404 GOOD             USPSQD
 AD5819  HISTORY     - 20030924 GOOD             USPSQD
 AD5819  HISTORY     - 20041013 GOOD             USPSQD
 AD5819  HISTORY     - 20051014 GOOD             USPSQD
 AD5819  HISTORY     - 20060819 GOOD             FLDEP
 AD5819  HISTORY     - 20250630 MARK NOT FOUND   GEOCAC
 AD5819
 AD5819                          STATION DESCRIPTION
 AD5819
 AD5819'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5819'1.3 MI SOUTH FROM DELRAY BEACH.
 AD5819'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 SOUTH AND STATE HIGHWAY
 AD5819'S-806 (ATLANTIC AVENUE), GO SOUTH 1.2 MILES ON U.S. 1 (ONE WAY) TO A
 AD5819'U-TURN LOOP TO U.S. 1 NORTH (ONE WAY), GO NORTH 0.1 MILE ON U.S. 1 TO
 AD5819'THE DEL MAR MARINA AND THE MARK.  THE MARK IS SET FLUSH IN THE TOP OF
 AD5819'THE SOUTH BOAT LIFT WALL, 1.5 FEET WEST OF THE EAST END OF THE WALL
 AD5819'AND 1 FOOT NORTH OF THE MAIN SEAWALL, AND RECOVERED AS DESCRIBED IN
 AD5819'NOS TIDAL DATA, QUAD 260802.
 AD5819
 AD5819                          STATION RECOVERY (1989)
 AD5819
 AD5819'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5819'RECOVERED IN GOOD CONDITION.
 AD5819
 AD5819                          STATION RECOVERY (1990)
 AD5819
 AD5819'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5819'MARK NOT FOUND.
 AD5819
 AD5819                          STATION RECOVERY (1990)
 AD5819
 AD5819'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5819'RECOVERED IN GOOD CONDITION.
 AD5819
 AD5819                          STATION RECOVERY (1991)
 AD5819
 AD5819'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5819'RECOVERED IN GOOD CONDITION.
 AD5819
 AD5819                          STATION RECOVERY (1995)
 AD5819
 AD5819'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5819'RECOVERED IN GOOD CONDITION.
 AD5819
 AD5819                          STATION RECOVERY (2003)
 AD5819
 AD5819'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5819'RECOVERED IN GOOD CONDITION.
 AD5819
 AD5819                          STATION RECOVERY (2004)
 AD5819
 AD5819'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5819'RECOVERED IN GOOD CONDITION.
 AD5819
 AD5819                          STATION RECOVERY (2005)
 AD5819
 AD5819'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5819'RECOVERED IN GOOD CONDITION.
 AD5819
 AD5819                          STATION RECOVERY (2006)
 AD5819
 AD5819'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5819'RECOVERED AS DESCRIBED.
 AD5819
 AD5819                          STATION RECOVERY (2025)
 AD5819
 AD5819'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD5819'MARK NOT FOUND.  DEL MAR MARINA HAS BEEN REPLACED WITH GATED LUXURY
 AD5819'HOMES.  NO ACCESS TO LOCATION OF BOAT LIFT WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5828 ***********************************************************************
 AD5828  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5828  DESIGNATION -  872 2784 F TIDAL
 AD5828  PID         -  AD5828
 AD5828  STATE/COUNTY-  FL/PALM BEACH
 AD5828  COUNTRY     -  US
 AD5828  USGS QUAD   -  DELRAY BEACH (2018)
 AD5828
 AD5828                         *CURRENT SURVEY CONTROL
 AD5828  ______________________________________________________________________
 AD5828* NAD 83(1986) POSITION- 26 24 10.21   (N) 080 04 09.67   (W)   HD_HELD1
 AD5828* NAVD 88 ORTHO HEIGHT -     1.473 (meters)        4.83  (feet) ADJUSTED
 AD5828  ______________________________________________________________________
 AD5828  GEOID HEIGHT    -        -26.061 (meters)                     GEOID18
 AD5828  DYNAMIC HEIGHT  -          1.471 (meters)        4.83  (feet) COMP
 AD5828  MODELED GRAVITY -    979,088.9   (mgal)                       NAVD 88
 AD5828
 AD5828  VERT ORDER      -  SECOND    CLASS I
 AD5828
 AD5828.The horizontal coordinates were determined by differentially corrected
 AD5828.hand held GPS observations or other comparable positioning techniques
 AD5828.and have an estimated accuracy of +/- 3 meters.
 AD5828
 AD5828.The orthometric height was determined by differential leveling and
 AD5828.adjusted by the NATIONAL GEODETIC SURVEY
 AD5828.in June 1991.
 AD5828
 AD5828.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5828.GEOID18 height accuracy estimate available here.
 AD5828
 AD5828.This Tidal Bench Mark is designated as VM 5640
 AD5828.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5828
 AD5828.Click photographs - Photos may exist for this station.
 AD5828
 AD5828.The dynamic height is computed by dividing the NAVD 88
 AD5828.geopotential number by the normal gravity value computed on the
 AD5828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5828.degrees latitude (g = 980.6199 gals.).
 AD5828
 AD5828.The modeled gravity was interpolated from observed gravity values.
 AD5828
 AD5828;                    North         East    Units  Estimated Accuracy
 AD5828;SPC FL E     -   229,578.2     292,851.2     MT  (+/- 3 meters HH1 GPS) 
 AD5828
 AD5828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9281920631(NAD 83)
 AD5828
 AD5828                          SUPERSEDED SURVEY CONTROL
 AD5828
 AD5828  NGVD 29 (09/01/92)    1.942  (m)            6.37   (f) ADJUSTED    2 1
 AD5828
 AD5828.Superseded values are not recommended for survey control.
 AD5828
 AD5828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5828.See file dsdata.pdf to determine how the superseded data were derived.
 AD5828
 AD5828_MARKER: DJ = TIDAL STATION DISK
 AD5828_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5828_SP_SET: BOX DRAIN
 AD5828_STAMPING: 2784 F 1981
 AD5828_MARK LOGO: NOS
 AD5828_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5828+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2025
 AD5828
 AD5828  HISTORY     - Date     Condition        Report By
 AD5828  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5828  HISTORY     - 1989     GOOD             USPSQD
 AD5828  HISTORY     - 1990     GOOD             USPSQD
 AD5828  HISTORY     - 19910719 GOOD             USPSQD
 AD5828  HISTORY     - 19950404 GOOD             USPSQD
 AD5828  HISTORY     - 20040207 GOOD             USPSQD
 AD5828  HISTORY     - 20061107 GOOD             FLDEP
 AD5828  HISTORY     - 20240925 GOOD             WSMI
 AD5828  HISTORY     - 20250630 GOOD             GEOCAC
 AD5828
 AD5828                          STATION DESCRIPTION
 AD5828
 AD5828'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5828'0.8 MI NE FROM BOCA RATON.
 AD5828'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 794 WEST AND
 AD5828'U.S. HIGHWAY 1 IN NORTH BOCA RATON, GO NORTH ON U.S. 1 0.45 MILE TO
 AD5828'JEFFREY STREET, GO EAST 0.35 MILE ON JEFFREY STREET TO ITS END AND THE
 AD5828'MARK.  THE MARK BEARS 22.4 FEET SOUTH OF THE CENTERLINE OF JEFFREY
 AD5828'STREET, 1.35 FEET WEST OF THE SOUTH CORNER OF THE DRAIN, 16.0 FEET
 AD5828'EAST OF THE CENTERLINE OF THE WEST SIDE OF A CIRCLE DRIVE AT THE END
 AD5828'OF JEFFREY STREET, AND 51.8 FEET SOUTH OF A FENCE AND HEDGE.
 AD5828'THE MARK IS ABOVE LEVEL WITH GROUND.
 AD5828
 AD5828                          STATION RECOVERY (1989)
 AD5828
 AD5828'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5828'RECOVERED IN GOOD CONDITION.
 AD5828
 AD5828                          STATION RECOVERY (1990)
 AD5828
 AD5828'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5828'RECOVERED IN GOOD CONDITION.
 AD5828
 AD5828                          STATION RECOVERY (1991)
 AD5828
 AD5828'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5828'RECOVERED IN GOOD CONDITION.
 AD5828
 AD5828                          STATION RECOVERY (1995)
 AD5828
 AD5828'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5828'RECOVERED IN GOOD CONDITION.
 AD5828
 AD5828                          STATION RECOVERY (2004)
 AD5828
 AD5828'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5828'RECOVERED IN GOOD CONDITION.
 AD5828
 AD5828                          STATION RECOVERY (2006)
 AD5828
 AD5828'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5828'RECOVERED AS DESCRIBED.
 AD5828
 AD5828                          STATION RECOVERY (2024)
 AD5828
 AD5828'RECOVERY NOTE BY WHIDDEN SURVEYING AND MAPPING INC 2024 (TW)
 AD5828'RECOVERED IN GOOD CONDITION.
 AD5828
 AD5828                          STATION RECOVERY (2025)
 AD5828
 AD5828'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 AD5828'THE MARK IS ON THE NORTH SIDE OF THE LANDSCAPED CIRCLE AT THE END OF
 AD5828'JEFFREY STREET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK3509 ***********************************************************************
 DK3509  TIDAL BM    -  This is a Tidal Bench Mark.
 DK3509  DESIGNATION -  872 2784 G TIDAL
 DK3509  PID         -  DK3509
 DK3509  STATE/COUNTY-  FL/PALM BEACH
 DK3509  COUNTRY     -  US
 DK3509  USGS QUAD   -  DELRAY BEACH (2018)
 DK3509
 DK3509                         *CURRENT SURVEY CONTROL
 DK3509  ______________________________________________________________________
 DK3509* NAD 83(1986) POSITION- 26 24 10.8    (N) 080 04 08.6    (W)   HD_HELD2
 DK3509* NAVD 88 ORTHO HEIGHT -     1.032 (meters)        3.39  (feet) ADJUSTED
 DK3509  ______________________________________________________________________
 DK3509  GEOID HEIGHT    -        -26.062 (meters)                     GEOID18
 DK3509  DYNAMIC HEIGHT  -          1.030 (meters)        3.38  (feet) COMP
 DK3509  MODELED GRAVITY -    979,088.3   (mgal)                       NAVD 88
 DK3509
 DK3509  VERT ORDER      -  SECOND    CLASS I
 DK3509
 DK3509.The horizontal coordinates were established by autonomous hand held GPS
 DK3509.observations and have an estimated accuracy of +/- 10 meters.
 DK3509
 DK3509.The orthometric height was determined by differential leveling and
 DK3509.adjusted by the NATIONAL GEODETIC SURVEY
 DK3509.in May 2010.
 DK3509
 DK3509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3509.GEOID18 height accuracy estimate available here.
 DK3509
 DK3509.This Tidal Bench Mark is designated as VM 18781
 DK3509.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK3509
 DK3509.Click photographs - Photos may exist for this station.
 DK3509
 DK3509.The dynamic height is computed by dividing the NAVD 88
 DK3509.geopotential number by the normal gravity value computed on the
 DK3509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3509.degrees latitude (g = 980.6199 gals.).
 DK3509
 DK3509.The modeled gravity was interpolated from observed gravity values.
 DK3509
 DK3509;                    North         East    Units  Estimated Accuracy
 DK3509;SPC FL E     -   229,597.      292,881.      MT  (+/- 10 meters HH2 GPS)
 DK3509
 DK3509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9284920650(NAD 83)
 DK3509
 DK3509                          SUPERSEDED SURVEY CONTROL
 DK3509
 DK3509.No superseded survey control is available for this station.
 DK3509
 DK3509_MARKER: DJ = TIDAL STATION DISK
 DK3509_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK3509_SP_SET: SEAWALL
 DK3509_STAMPING: 2784 G 2006
 DK3509_MARK LOGO: FLDEP
 DK3509_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3509+STABILITY: SURFACE MOTION
 DK3509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3509+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2025
 DK3509
 DK3509  HISTORY     - Date     Condition        Report By
 DK3509  HISTORY     - 20061017 MONUMENTED       FLDEP
 DK3509  HISTORY     - 20240925 SEE DESCRIPTION  WSMI
 DK3509  HISTORY     - 20250630 GOOD             GEOCAC
 DK3509
 DK3509                          STATION DESCRIPTION
 DK3509
 DK3509'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DK3509'THE MARK IS IN BOCA RATON, IN SECTION 4, TOWNSHIP 47 SOUTH, RANGE 43
 DK3509'EAST.
 DK3509'
 DK3509'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 794 WEST
 DK3509'(YAMATO ROAD) AND U.S. HIGHWAY 1 (NORTH FEDERAL HIGHWAY) IN BOCA
 DK3509'RATON, GO NORTH ON U.S. HIGHWAY 1 (NORTH FEDERAL HIGHWAY) FOR 0.45 MI
 DK3509'(0.7 KM) TO THE INTERSECTION OF JEFFERY STREET, TURN RIGHT ON JEFFERY
 DK3509'STREET AND GO EAST FOR 0.35 MI (0.6 KM) TO A CUL-DE-SAC AT THE END OF
 DK3509'JEFFERY STREET NEAR THE WEST BANK OF THE INTRACOASTAL WATERWAY AND THE
 DK3509'MARK, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF A CONCRETE SEAWALL,
 DK3509'NEAR THE SOUTHEAST CORNER OF THE PORT-A-BELLA EAST CONDOMINIUM
 DK3509'PROPERTY, 3.0 FT (0.9 M) BELOW THE LEVEL OF JEFFERY STREET.
 DK3509'
 DK3509'LOCATED 120.0 FT (36.6 M) EAST-NORTHEAST OF AN NOS DISK STAMPED 2784 F
 DK3509'1981, 85.8 EAST-NORTHEAST OF THE CENTERLINE OF JEFFERY STREET, 3.4 FT
 DK3509'(1.0 M) EAST OF A CARSONITE WITNESS POST AND 1.4 FT (0.4 M) SOUTH OF A
 DK3509'GATE WITH 3-STRAN BARBWIRE AT THE EAST END OF A 5.0 FT (1.5 M) CHAIN
 DK3509'LINK FENCE THAT RUNS ALONG THE SOUTH PROPERTY LINE OF THE PORT-A-BELLA
 DK3509'CONDOMINIUMS.
 DK3509
 DK3509                          STATION RECOVERY (2024)
 DK3509
 DK3509'RECOVERY NOTE BY WHIDDEN SURVEYING AND MAPPING INC 2024 (TW)
 DK3509'THE CONCRETE SEAWALL IN WHICH THE DISK IS SET IN IS DETERIORATING AND
 DK3509'SCHEDULED FOR REPLACEMENT IN 2025.
 DK3509
 DK3509                          STATION RECOVERY (2025)
 DK3509
 DK3509'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DK3509'SEAWALL NOT COMPLETELY INTACT AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK3510 ***********************************************************************
 DK3510  TIDAL BM    -  This is a Tidal Bench Mark.
 DK3510  DESIGNATION -  872 2784 H TIDAL
 DK3510  PID         -  DK3510
 DK3510  STATE/COUNTY-  FL/PALM BEACH
 DK3510  COUNTRY     -  US
 DK3510  USGS QUAD   -  DELRAY BEACH (2018)
 DK3510
 DK3510                         *CURRENT SURVEY CONTROL
 DK3510  ______________________________________________________________________
 DK3510* NAD 83(1986) POSITION- 26 24 08.16   (N) 080 04 20.89   (W)   HD_HELD1
 DK3510* NAVD 88 ORTHO HEIGHT -     1.055 (meters)        3.46  (feet) ADJUSTED
 DK3510  ______________________________________________________________________
 DK3510  GEOID HEIGHT    -        -26.048 (meters)                     GEOID18
 DK3510  DYNAMIC HEIGHT  -          1.054 (meters)        3.46  (feet) COMP
 DK3510  MODELED GRAVITY -    979,088.4   (mgal)                       NAVD 88
 DK3510
 DK3510  VERT ORDER      -  SECOND    CLASS I
 DK3510
 DK3510.The horizontal coordinates were determined by differentially corrected
 DK3510.hand held GPS observations or other comparable positioning techniques
 DK3510.and have an estimated accuracy of +/- 3 meters.
 DK3510
 DK3510.The orthometric height was determined by differential leveling and
 DK3510.adjusted by the NATIONAL GEODETIC SURVEY
 DK3510.in May 2010.
 DK3510
 DK3510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3510.GEOID18 height accuracy estimate available here.
 DK3510
 DK3510.This Tidal Bench Mark is designated as VM 18782
 DK3510.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK3510
 DK3510.Click photographs - Photos may exist for this station.
 DK3510
 DK3510.The dynamic height is computed by dividing the NAVD 88
 DK3510.geopotential number by the normal gravity value computed on the
 DK3510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3510.degrees latitude (g = 980.6199 gals.).
 DK3510
 DK3510.The modeled gravity was interpolated from observed gravity values.
 DK3510
 DK3510;                    North         East    Units  Estimated Accuracy
 DK3510;SPC FL E     -   229,512.9     292,540.7     MT  (+/- 3 meters HH1 GPS) 
 DK3510
 DK3510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9250920566(NAD 83)
 DK3510
 DK3510                          SUPERSEDED SURVEY CONTROL
 DK3510
 DK3510.No superseded survey control is available for this station.
 DK3510
 DK3510_MARKER: DD = SURVEY DISK
 DK3510_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DK3510_SP_SET: SEAWALL
 DK3510_STAMPING: 2784 H 2006
 DK3510_MARK LOGO: FLDEP
 DK3510_MAGNETIC: N = NO MAGNETIC MATERIAL
 DK3510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3510+STABILITY: SURFACE MOTION
 DK3510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3510+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2025
 DK3510
 DK3510  HISTORY     - Date     Condition        Report By
 DK3510  HISTORY     - 20061018 MONUMENTED       FLDEP
 DK3510  HISTORY     - 20250630 GOOD             GEOCAC
 DK3510
 DK3510                          STATION DESCRIPTION
 DK3510
 DK3510'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DK3510'THE MARK IS IN BOCA RATON, IN SECTION 5, TOWNSHIP 47 SOUTH, RANGE 43
 DK3510'EAST.
 DK3510'
 DK3510'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 794 WEST
 DK3510'(YAMATO ROAD) AND U.S. HIGHWAY 1 (NORTH FEDERAL HIGHWAY) IN BOCA
 DK3510'RATON, GO NORTH ON U.S. HIGHWAY 1 (NORTH FEDERAL HIGHWAY) FOR 0.45 MI
 DK3510'(0.7 KM) TO THE INTERSECTION OF JEFFERY STREET, TURN RIGHT ON JEFFERY
 DK3510'STREET AND GO EAST FOR 0.25 MI (0.4 KM) TO A BOAT BASIN JUST EAST OF
 DK3510'THE FRENCH VILLAGE CONDOMINIUMS AND THE MARK ON THE LEFT, A FLDEP
 DK3510'SURVEY DISK SET FLUSH IN THE TOP OF A CONCRETE SEAWALL, 3.0 FT (0.9 M)
 DK3510'BELOW THE LEVEL OF JEFFERY STREET.
 DK3510'
 DK3510'LOCATED 49.3 FT (15.0 M) NORTH OF THE CENTERLINE OF JEFFERY STREET,
 DK3510'46.6 FT (14.2 M) EAST OF THE WEST EDGE OF THE SEAWALL AT THE SOUTHWEST
 DK3510'CORNER OF THE BOAT BASIN, 37.0 FT (11.3 M) WEST OF THE EAST EDGE OF
 DK3510'THE SEAWALL AT THE SOUTHEAST CORNER OF THE BOAT BASIN AND 19.4 FT (5.9
 DK3510'M) NORTH OF THE NORTH EDGE OF A 3.0 FT (0.9 M) CONCRETE SIDEWALK.
 DK3510
 DK3510                          STATION RECOVERY (2025)
 DK3510
 DK3510'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DK3510'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK3511 ***********************************************************************
 DK3511  TIDAL BM    -  This is a Tidal Bench Mark.
 DK3511  DESIGNATION -  872 2784 J TIDAL
 DK3511  PID         -  DK3511
 DK3511  STATE/COUNTY-  FL/PALM BEACH
 DK3511  COUNTRY     -  US
 DK3511  USGS QUAD   -  DELRAY BEACH (2018)
 DK3511
 DK3511                         *CURRENT SURVEY CONTROL
 DK3511  ______________________________________________________________________
 DK3511* NAD 83(1986) POSITION- 26 24 06.     (N) 080 04 35.     (W)   SCALED
 DK3511* NAVD 88 ORTHO HEIGHT -     3.527 (meters)       11.57  (feet) ADJUSTED
 DK3511  ______________________________________________________________________
 DK3511  GEOID HEIGHT    -        -26.031 (meters)                     GEOID18
 DK3511  DYNAMIC HEIGHT  -          3.522 (meters)       11.56  (feet) COMP
 DK3511  MODELED GRAVITY -    979,088.5   (mgal)                       NAVD 88
 DK3511
 DK3511  VERT ORDER      -  SECOND    CLASS I
 DK3511
 DK3511.The horizontal coordinates were scaled from a map and have
 DK3511.an estimated accuracy of +/- 6 seconds.
 DK3511
 DK3511.The orthometric height was determined by differential leveling and
 DK3511.adjusted by the NATIONAL GEODETIC SURVEY
 DK3511.in May 2010.
 DK3511
 DK3511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3511.GEOID18 height accuracy estimate available here.
 DK3511
 DK3511.This Tidal Bench Mark is designated as VM 18783
 DK3511.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK3511
 DK3511.Click photographs - Photos may exist for this station.
 DK3511
 DK3511.The dynamic height is computed by dividing the NAVD 88
 DK3511.geopotential number by the normal gravity value computed on the
 DK3511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3511.degrees latitude (g = 980.6199 gals.).
 DK3511
 DK3511.The modeled gravity was interpolated from observed gravity values.
 DK3511
 DK3511;                    North         East    Units  Estimated Accuracy
 DK3511;SPC FL E     -   229,440.      292,150.      MT  (+/- 180 meters Scaled)
 DK3511
 DK3511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921204(NAD 83)
 DK3511
 DK3511                          SUPERSEDED SURVEY CONTROL
 DK3511
 DK3511.No superseded survey control is available for this station.
 DK3511
 DK3511_MARKER: F = FLANGE-ENCASED ROD
 DK3511_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DK3511_STAMPING: 2784 J 2006
 DK3511_MARK LOGO: NGS
 DK3511_PROJECTION: FLUSH
 DK3511_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3511_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DK3511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3511+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2006
 DK3511_ROD/PIPE-DEPTH: 21.9 meters
 DK3511
 DK3511  HISTORY     - Date     Condition        Report By
 DK3511  HISTORY     - 20061017 MONUMENTED       FLDEP
 DK3511  HISTORY     - 20250630 MARK NOT FOUND   GEOCAC
 DK3511
 DK3511                          STATION DESCRIPTION
 DK3511
 DK3511'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DK3511'THE MARK IS IN BOCA RATON, IN SECTION 5, TOWNSHIP 47 SOUTH, RANGE 43
 DK3511'EAST.
 DK3511'
 DK3511'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 794 WEST
 DK3511'(YAMATO ROAD) AND U.S. HIGHWAY 1 (NORTH FEDERAL HIGHWAY) IN BOCA
 DK3511'RATON, GO NORTH ON U.S. HIGHWAY 1 (NORTH FEDERAL HIGHWAY) FOR 0.45 MI
 DK3511'(0.7 KM) TO THE INTERSECTION OF JEFFERY STREET AND THE MARK ON THE
 DK3511'LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 72.0 FT
 DK3511'(21.9 M) WITH AN NGS LOGO LOGO CAP FLUSH WITH THE GROUND AND 1.0 FT
 DK3511'(0.3 M) BELOW THE LEVEL OF JEFFERY STREET, THE DATUM POINT IS RECESSED
 DK3511'0.2 FT (0.1 M) BELOW THE LEVEL OF THE NGS LOGO CAP.
 DK3511'
 DK3511'LOCATED 103.3 FT (31.5 M) WEST OF THE CENTERLINE OF THE SOUTHBOUND
 DK3511'LANES OF U.S. HIGHWAY 1 (NORTH FEDERAL HIGHWAY), 100.0 FT (30.5 M)
 DK3511'EAST OF APPROXIMATE CENTERLINE OF THE TEXACO'S WEST ENTRANCE DRIVE OFF
 DK3511'JEFFERY STREET, 51.0 FT (15.5 M) SOUTH OF THE CENTERLINE OF THE
 DK3511'EASTBOUND LANE OF JEFFERY STREET, 4.0 FT (1.2 M) EAST OF A METAL LIGHT
 DK3511'POST AND 1.5 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DK3511'
 DK3511'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DK3511'
 DK3511'NOTE ACCESS TO THE DATUM IS HAD THROUGH A 5-INCH (13 CM) NGS LOGO CAP.
 DK3511
 DK3511                          STATION RECOVERY (2025)
 DK3511
 DK3511'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DK3511'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DK3512 ***********************************************************************
 DK3512  TIDAL BM    -  This is a Tidal Bench Mark.
 DK3512  DESIGNATION -  872 2784 K TIDAL
 DK3512  PID         -  DK3512
 DK3512  STATE/COUNTY-  FL/PALM BEACH
 DK3512  COUNTRY     -  US
 DK3512  USGS QUAD   -  DELRAY BEACH (2018)
 DK3512
 DK3512                         *CURRENT SURVEY CONTROL
 DK3512  ______________________________________________________________________
 DK3512* NAD 83(1986) POSITION- 26 24 06.8    (N) 080 04 46.3    (W)   HD_HELD2
 DK3512* NAVD 88 ORTHO HEIGHT -     5.332 (meters)       17.49  (feet) ADJUSTED
 DK3512  ______________________________________________________________________
 DK3512  GEOID HEIGHT    -        -26.018 (meters)                     GEOID18
 DK3512  DYNAMIC HEIGHT  -          5.324 (meters)       17.47  (feet) COMP
 DK3512  MODELED GRAVITY -    979,088.6   (mgal)                       NAVD 88
 DK3512
 DK3512  VERT ORDER      -  SECOND    CLASS I
 DK3512
 DK3512.The horizontal coordinates were established by autonomous hand held GPS
 DK3512.observations and have an estimated accuracy of +/- 10 meters.
 DK3512
 DK3512.The orthometric height was determined by differential leveling and
 DK3512.adjusted by the NATIONAL GEODETIC SURVEY
 DK3512.in May 2010.
 DK3512
 DK3512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DK3512.GEOID18 height accuracy estimate available here.
 DK3512
 DK3512.This Tidal Bench Mark is designated as VM 18784
 DK3512.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DK3512
 DK3512.Click photographs - Photos may exist for this station.
 DK3512
 DK3512.The dynamic height is computed by dividing the NAVD 88
 DK3512.geopotential number by the normal gravity value computed on the
 DK3512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DK3512.degrees latitude (g = 980.6199 gals.).
 DK3512
 DK3512.The modeled gravity was interpolated from observed gravity values.
 DK3512
 DK3512;                    North         East    Units  Estimated Accuracy
 DK3512;SPC FL E     -   229,466.      291,837.      MT  (+/- 10 meters HH2 GPS)
 DK3512
 DK3512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9180520519(NAD 83)
 DK3512
 DK3512                          SUPERSEDED SURVEY CONTROL
 DK3512
 DK3512.No superseded survey control is available for this station.
 DK3512
 DK3512_MARKER: DD = SURVEY DISK
 DK3512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DK3512_STAMPING: 2784 K 2006
 DK3512_MARK LOGO: FLDEP
 DK3512_PROJECTION: FLUSH
 DK3512_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DK3512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DK3512+STABILITY: SURFACE MOTION
 DK3512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DK3512+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2025
 DK3512
 DK3512  HISTORY     - Date     Condition        Report By
 DK3512  HISTORY     - 20061017 MONUMENTED       FLDEP
 DK3512  HISTORY     - 20250630 GOOD             GEOCAC
 DK3512
 DK3512                          STATION DESCRIPTION
 DK3512
 DK3512'DESCRIBED BY FL DEPT OF ENV PRO 2006
 DK3512'THE MARK IS IN BOCA RATON, IN SECTION 5, TOWNSHIP 47 SOUTH, RANGE 43
 DK3512'EAST.
 DK3512'
 DK3512'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 794 WEST
 DK3512'(YAMATO ROAD) AND U.S. HIGHWAY 1 (NORTH FEDERAL HIGHWAY) IN BOCA
 DK3512'RATON, GO NORTH ON U.S. HIGHWAY 1 (NORTH FEDERAL HIGHWAY) FOR 0.45 MI
 DK3512'(0.7 KM) TO THE INTERSECTION OF JEFFERY STREET, TURN LEFT ON JEFFERY
 DK3512'STREET AND GO WEST FOR 0.2 MI (0.3 KM) TO THE T-JUNCTION OF NORTH
 DK3512'DIXIE HIGHWAY AND THE MARK, A FLDEP SURVEY DISK SET IN THE TOP OF A
 DK3512'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND 0.6 FT (0.2 M) BELOW
 DK3512'THE LEVEL OF NORTH DIXIE HIGHWAY.
 DK3512'
 DK3512'LOCATED 28.2 FT (8.6 M) WEST OF THE CENTERLINE OF NORTH DIXIE HIGHWAY,
 DK3512'18.0 FT (5.5 M) NORTH OF THE CENTERLINE OF A DECORATIVE BRICK DRIVE,
 DK3512'10.0 FT (3.0 M) SOUTH OF THE EXTENDED CENTERLINE OF JEFFERY STREET,
 DK3512'3.1 FT (0.9 M) NORTHEAST OF THE NORTHEAST CORNER OF AN 8-FOOT CONCRETE
 DK3512'WALL, 1.5 FT (0.5 M) EAST OF THE SOUTHEAST CORNER OF A 5.0 FT (1.5 M)
 DK3512'TALL CHAIN LINK FENCE AND 1.1 FT (0.3 M) EAST OF A CARSONITE WITNESS
 DK3512'POST.
 DK3512
 DK3512                          STATION RECOVERY (2025)
 DK3512
 DK3512'RECOVERY NOTE BY GEOCACHING 2025 (RLM)
 DK3512'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5824 ***********************************************************************
 AD5824  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5824  DESIGNATION -  872 2784 TIDAL 1
 AD5824  PID         -  AD5824
 AD5824  STATE/COUNTY-  FL/PALM BEACH
 AD5824  COUNTRY     -  US
 AD5824  USGS QUAD   -  DELRAY BEACH (2018)
 AD5824
 AD5824                         *CURRENT SURVEY CONTROL
 AD5824  ______________________________________________________________________
 AD5824* NAD 83(1986) POSITION- 26 24 19.     (N) 080 04 17.     (W)   SCALED
 AD5824* NAVD 88 ORTHO HEIGHT -     1.015 (meters)        3.33  (feet) ADJUSTED
 AD5824  ______________________________________________________________________
 AD5824  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 AD5824  DYNAMIC HEIGHT  -          1.013 (meters)        3.32  (feet) COMP
 AD5824  MODELED GRAVITY -    979,088.9   (mgal)                       NAVD 88
 AD5824
 AD5824  VERT ORDER      -  SECOND    CLASS I
 AD5824
 AD5824.The horizontal coordinates were scaled from a map and have
 AD5824.an estimated accuracy of +/- 6 seconds.
 AD5824
 AD5824.The orthometric height was determined by differential leveling and
 AD5824.adjusted by the NATIONAL GEODETIC SURVEY
 AD5824.in June 1991.
 AD5824
 AD5824.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5824.GEOID18 height accuracy estimate available here.
 AD5824
 AD5824.This Tidal Bench Mark is designated as VM 5637
 AD5824.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5824
 AD5824.Click photographs - Photos may exist for this station.
 AD5824
 AD5824.The dynamic height is computed by dividing the NAVD 88
 AD5824.geopotential number by the normal gravity value computed on the
 AD5824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5824.degrees latitude (g = 980.6199 gals.).
 AD5824
 AD5824.The modeled gravity was interpolated from observed gravity values.
 AD5824
 AD5824;                    North         East    Units  Estimated Accuracy
 AD5824;SPC FL E     -   229,850.      292,650.      MT  (+/- 180 meters Scaled)
 AD5824
 AD5824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK926209(NAD 83)
 AD5824
 AD5824                          SUPERSEDED SURVEY CONTROL
 AD5824
 AD5824  NGVD 29 (09/01/92)    1.484  (m)            4.87   (f) ADJUSTED    2 1
 AD5824
 AD5824.Superseded values are not recommended for survey control.
 AD5824
 AD5824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5824.See file dsdata.pdf to determine how the superseded data were derived.
 AD5824
 AD5824_MARKER: DJ = TIDAL STATION DISK
 AD5824_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5824_SP_SET: SEAWALL
 AD5824_STAMPING: NO 1 1973
 AD5824_MARK LOGO: NOS
 AD5824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5824+STABILITY: SURFACE MOTION
 AD5824
 AD5824  HISTORY     - Date     Condition        Report By
 AD5824  HISTORY     - 1973     MONUMENTED       NOS
 AD5824  HISTORY     - 1980     GOOD             FLDNR
 AD5824  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5824  HISTORY     - 1989     GOOD             USPSQD
 AD5824  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5824  HISTORY     - 19910719 GOOD             USPSQD
 AD5824  HISTORY     - 19950404 GOOD             USPSQD
 AD5824  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AD5824  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AD5824  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD5824
 AD5824                          STATION DESCRIPTION
 AD5824
 AD5824'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5824'0.8 MI NE FROM BOCA RATON.
 AD5824'BEGIN AT THE JUNCTION OF STATE HIGHWAY 794 WEST WITH U.S. HIGHWAY 1 IN
 AD5824'NORTH BOCA RATON, GO NORTH 0.45 MILE ON U.S. 1 TO THE INTERSECTION OF
 AD5824'JEFFREY STREET, GO EAST 0.35 MILE ON JEFFREY STREET TO ITS END AND THE
 AD5824'MARK.  THE MARK BEARS 29.7 FEET SOUTH OF THE EAST END OF A CHAIN LINK
 AD5824'FENCE THAT BORDERS THE SOUTH SIDE OF JEFFREY STREET, 157.3 FEET SOUTH
 AD5824'SOUTHWEST OF THE SOUTHEAST PROPERTY CORNER TO PORTA BELLA EAST
 AD5824'CONDOMINIUM, AND 4 FEET NORTH OF A 150 DEGREE CORNER IN THE SEAWALL,
 AD5824'AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5824
 AD5824                          STATION RECOVERY (1989)
 AD5824
 AD5824'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5824'MARK NOT FOUND.
 AD5824
 AD5824                          STATION RECOVERY (1989)
 AD5824
 AD5824'RECOVERY NOTE BY US POWER SQUADRON 1989 (DSL)
 AD5824'RECOVERED IN GOOD CONDITION.
 AD5824
 AD5824                          STATION RECOVERY (1990)
 AD5824
 AD5824'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5824'MARK NOT FOUND.
 AD5824
 AD5824                          STATION RECOVERY (1991)
 AD5824
 AD5824'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5824'RECOVERED IN GOOD CONDITION.
 AD5824
 AD5824                          STATION RECOVERY (1995)
 AD5824
 AD5824'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5824'RECOVERED IN GOOD CONDITION.
 AD5824
 AD5824                          STATION RECOVERY (1995)
 AD5824
 AD5824'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5824'MARK NOT FOUND.
 AD5824
 AD5824                          STATION RECOVERY (2004)
 AD5824
 AD5824'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5824'SEAWALL RECAPPED AFTER HURRICANE ANDREW IN 1996.
 AD5824
 AD5824                          STATION RECOVERY (2005)
 AD5824
 AD5824'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD5824'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5825 ***********************************************************************
 AD5825  DESIGNATION -  872 2784 TIDAL 2
 AD5825  PID         -  AD5825
 AD5825  STATE/COUNTY-  FL/PALM BEACH
 AD5825  COUNTRY     -  US
 AD5825  USGS QUAD   -  DELRAY BEACH (2018)
 AD5825
 AD5825                         *CURRENT SURVEY CONTROL
 AD5825  ______________________________________________________________________
 AD5825* NAD 83(1986) POSITION- 26 24 19.     (N) 080 04 17.     (W)   SCALED
 AD5825* NAVD 88 ORTHO HEIGHT -     0.965 (meters)        3.17  (feet) ADJUSTED
 AD5825  ______________________________________________________________________
 AD5825  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 AD5825  DYNAMIC HEIGHT  -          0.963 (meters)        3.16  (feet) COMP
 AD5825  MODELED GRAVITY -    979,088.9   (mgal)                       NAVD 88
 AD5825
 AD5825  VERT ORDER      -  SECOND    CLASS I
 AD5825
 AD5825.The horizontal coordinates were scaled from a map and have
 AD5825.an estimated accuracy of +/- 6 seconds.
 AD5825
 AD5825.The orthometric height was determined by differential leveling and
 AD5825.adjusted by the NATIONAL GEODETIC SURVEY
 AD5825.in June 1991.
 AD5825
 AD5825.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5825.GEOID18 height accuracy estimate available here.
 AD5825
 AD5825.Click photographs - Photos may exist for this station.
 AD5825
 AD5825.The dynamic height is computed by dividing the NAVD 88
 AD5825.geopotential number by the normal gravity value computed on the
 AD5825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5825.degrees latitude (g = 980.6199 gals.).
 AD5825
 AD5825.The modeled gravity was interpolated from observed gravity values.
 AD5825
 AD5825;                    North         East    Units  Estimated Accuracy
 AD5825;SPC FL E     -   229,850.      292,650.      MT  (+/- 180 meters Scaled)
 AD5825
 AD5825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK926209(NAD 83)
 AD5825
 AD5825                          SUPERSEDED SURVEY CONTROL
 AD5825
 AD5825  NGVD 29 (09/01/92)    1.433  (m)            4.70   (f) ADJUSTED    2 1
 AD5825
 AD5825.Superseded values are not recommended for survey control.
 AD5825
 AD5825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5825.See file dsdata.pdf to determine how the superseded data were derived.
 AD5825
 AD5825_MARKER: DJ = TIDAL STATION DISK
 AD5825_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5825_SP_SET: SEAWALL
 AD5825_STAMPING: NO 2 1973
 AD5825_MARK LOGO: NOS
 AD5825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5825+STABILITY: SURFACE MOTION
 AD5825
 AD5825  HISTORY     - Date     Condition        Report By
 AD5825  HISTORY     - 1973     MONUMENTED       NOS
 AD5825  HISTORY     - 1980     GOOD             FLDNR
 AD5825  HISTORY     - 1989     GOOD             USPSQD
 AD5825  HISTORY     - 1989     GOOD             USPSQD
 AD5825  HISTORY     - 1990     GOOD             USPSQD
 AD5825  HISTORY     - 19910719 GOOD             USPSQD
 AD5825  HISTORY     - 19950404 GOOD             USPSQD
 AD5825  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AD5825  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AD5825  HISTORY     - 20050415 MARK NOT FOUND   FLDT
 AD5825
 AD5825                          STATION DESCRIPTION
 AD5825
 AD5825'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5825'0.8 MI NE FROM BOCA RATON.
 AD5825'BEGIN AT THE JUNCTION OF STATE HIGHWAY 794 WEST WITH U.S. HIGHWAY 1 IN
 AD5825'NORTH BOCA RATON, GO NORTH 0.45 MILE ON U.S. 1 TO THE INTERSECTION OF
 AD5825'JEFFREY STREET, GO EAST 0.35 MILE ON JEFFREY STREET TO ITS END AND THE
 AD5825'MARK.  THE MARK BEARS 62.4 FEET NORTH-NORTHEAST OF THE EAST END OF A
 AD5825'CHAIN LINK FENCE THAT BORDERS THE SOUTH SIDE OF JEFFREY STREET, 66.2
 AD5825'FEET SOUTH-SOUTHWEST OF THE SOUTHEAST PROPERTY CORNER OF THE PORTA
 AD5825'BELLA EAST CONDOMINIUMS, AND 92.3 FEET NORTH OF TIDAL BENCH MARK NO 1
 AD5825'1973, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5825
 AD5825                          STATION RECOVERY (1989)
 AD5825
 AD5825'RECOVERY NOTE BY US POWER SQUADRON 1989 (DSL)
 AD5825'RECOVERED IN GOOD CONDITION.
 AD5825
 AD5825                          STATION RECOVERY (1989)
 AD5825
 AD5825'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5825'RECOVERED IN GOOD CONDITION.
 AD5825
 AD5825                          STATION RECOVERY (1990)
 AD5825
 AD5825'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5825'RECOVERED IN GOOD CONDITION.
 AD5825
 AD5825                          STATION RECOVERY (1991)
 AD5825
 AD5825'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5825'RECOVERED IN GOOD CONDITION.
 AD5825
 AD5825                          STATION RECOVERY (1995)
 AD5825
 AD5825'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5825'RECOVERED IN GOOD CONDITION.
 AD5825
 AD5825                          STATION RECOVERY (1995)
 AD5825
 AD5825'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5825'MARK NOT FOUND.
 AD5825
 AD5825                          STATION RECOVERY (2004)
 AD5825
 AD5825'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5825'SEAWALL RECAPPED AFTER HURRICANE ANDREW IN 1996.
 AD5825
 AD5825                          STATION RECOVERY (2005)
 AD5825
 AD5825'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2005 (RKP)
 AD5825'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5826 ***********************************************************************
 AD5826  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5826  DESIGNATION -  872 2784 TIDAL 3
 AD5826  PID         -  AD5826
 AD5826  STATE/COUNTY-  FL/PALM BEACH
 AD5826  COUNTRY     -  US
 AD5826  USGS QUAD   -  DELRAY BEACH (2018)
 AD5826
 AD5826                         *CURRENT SURVEY CONTROL
 AD5826  ______________________________________________________________________
 AD5826* NAD 83(1986) POSITION- 26 24 19.     (N) 080 04 17.     (W)   SCALED
 AD5826* NAVD 88 ORTHO HEIGHT -     1.026 (meters)        3.37  (feet) ADJUSTED
 AD5826  ______________________________________________________________________
 AD5826  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 AD5826  DYNAMIC HEIGHT  -          1.024 (meters)        3.36  (feet) COMP
 AD5826  MODELED GRAVITY -    979,088.9   (mgal)                       NAVD 88
 AD5826
 AD5826  VERT ORDER      -  SECOND    CLASS I
 AD5826
 AD5826.The horizontal coordinates were scaled from a map and have
 AD5826.an estimated accuracy of +/- 6 seconds.
 AD5826
 AD5826.The orthometric height was determined by differential leveling and
 AD5826.adjusted by the NATIONAL GEODETIC SURVEY
 AD5826.in June 1991.
 AD5826
 AD5826.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5826.GEOID18 height accuracy estimate available here.
 AD5826
 AD5826.This Tidal Bench Mark is designated as VM 5638
 AD5826.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5826
 AD5826.Click photographs - Photos may exist for this station.
 AD5826
 AD5826.The dynamic height is computed by dividing the NAVD 88
 AD5826.geopotential number by the normal gravity value computed on the
 AD5826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5826.degrees latitude (g = 980.6199 gals.).
 AD5826
 AD5826.The modeled gravity was interpolated from observed gravity values.
 AD5826
 AD5826;                    North         East    Units  Estimated Accuracy
 AD5826;SPC FL E     -   229,850.      292,650.      MT  (+/- 180 meters Scaled)
 AD5826
 AD5826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK926209(NAD 83)
 AD5826
 AD5826                          SUPERSEDED SURVEY CONTROL
 AD5826
 AD5826  NGVD 29 (09/01/92)    1.494  (m)            4.90   (f) ADJUSTED    2 1
 AD5826
 AD5826.Superseded values are not recommended for survey control.
 AD5826
 AD5826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5826.See file dsdata.pdf to determine how the superseded data were derived.
 AD5826
 AD5826_MARKER: DJ = TIDAL STATION DISK
 AD5826_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5826_SP_SET: SEAWALL
 AD5826_STAMPING: NO 3 1973
 AD5826_MARK LOGO: NOS
 AD5826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5826+STABILITY: SURFACE MOTION
 AD5826
 AD5826  HISTORY     - Date     Condition        Report By
 AD5826  HISTORY     - 1973     MONUMENTED       NOS
 AD5826  HISTORY     - 1980     GOOD             FLDNR
 AD5826  HISTORY     - 1989     GOOD             USPSQD
 AD5826  HISTORY     - 1989     GOOD             USPSQD
 AD5826  HISTORY     - 1990     GOOD             USPSQD
 AD5826  HISTORY     - 19910719 GOOD             USPSQD
 AD5826  HISTORY     - 19950404 GOOD             USPSQD
 AD5826  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AD5826
 AD5826                          STATION DESCRIPTION
 AD5826
 AD5826'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5826'0.8 MI NE FROM BOCA RATON.
 AD5826'BEGIN AT THE JUNCTION OF STATE HIGHWAY 794 WEST WITH U.S. HIGHWAY 1 IN
 AD5826'NORTH BOCA RATON, GO NORTH 0.45 MILE ON U.S. 1 TO THE INTERSECTION
 AD5826'OF JEFFREY STREET, GO EAST 0.35 MILE ON JEFFREY STREET TO ITS END AND
 AD5826'THE MARK.  THE MARK BEARS 50.75 FEET NORTH-NORTHEAST OF THE SOUTHEAST
 AD5826'PROPERTY CORNER OF PORTA BELLA EAST CONDOMINIUM, 108.7 FEET SOUTH
 AD5826'SOUTHWEST OF THE NORTHEAST CORNER OF THE PEBBLE WALKWAY AROUND THE
 AD5826'SWIMMING POOL, AND 169.5 FEET SOUTH OF THE FIRST 150 DEGREE CORNER
 AD5826'SOUTH OF THE NORTHEAST CORNER OF THE SEAWALL, AND RECOVERED AS
 AD5826'DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5826
 AD5826                          STATION RECOVERY (1989)
 AD5826
 AD5826'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5826'RECOVERED IN GOOD CONDITION.
 AD5826
 AD5826                          STATION RECOVERY (1989)
 AD5826
 AD5826'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5826'RECOVERED IN GOOD CONDITION.
 AD5826
 AD5826                          STATION RECOVERY (1990)
 AD5826
 AD5826'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5826'RECOVERED IN GOOD CONDITION.
 AD5826
 AD5826                          STATION RECOVERY (1991)
 AD5826
 AD5826'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5826'RECOVERED IN GOOD CONDITION.
 AD5826
 AD5826                          STATION RECOVERY (1995)
 AD5826
 AD5826'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5826'RECOVERED IN GOOD CONDITION.
 AD5826
 AD5826                          STATION RECOVERY (2004)
 AD5826
 AD5826'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5826'SEAWALL RECAPPED AFTER HURRICANE ANDREW IN 1996.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5827 ***********************************************************************
 AD5827  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5827  DESIGNATION -  872 2784 TIDAL 4
 AD5827  PID         -  AD5827
 AD5827  STATE/COUNTY-  FL/PALM BEACH
 AD5827  COUNTRY     -  US
 AD5827  USGS QUAD   -  DELRAY BEACH (2018)
 AD5827
 AD5827                         *CURRENT SURVEY CONTROL
 AD5827  ______________________________________________________________________
 AD5827* NAD 83(1986) POSITION- 26 24 19.     (N) 080 04 17.     (W)   SCALED
 AD5827* NAVD 88 ORTHO HEIGHT -     1.022 (meters)        3.35  (feet) ADJUSTED
 AD5827  ______________________________________________________________________
 AD5827  GEOID HEIGHT    -        -26.053 (meters)                     GEOID18
 AD5827  DYNAMIC HEIGHT  -          1.020 (meters)        3.35  (feet) COMP
 AD5827  MODELED GRAVITY -    979,088.9   (mgal)                       NAVD 88
 AD5827
 AD5827  VERT ORDER      -  SECOND    CLASS I
 AD5827
 AD5827.The horizontal coordinates were scaled from a map and have
 AD5827.an estimated accuracy of +/- 6 seconds.
 AD5827
 AD5827.The orthometric height was determined by differential leveling and
 AD5827.adjusted by the NATIONAL GEODETIC SURVEY
 AD5827.in June 1991.
 AD5827
 AD5827.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5827.GEOID18 height accuracy estimate available here.
 AD5827
 AD5827.This Tidal Bench Mark is designated as VM 5639
 AD5827.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5827
 AD5827.Click photographs - Photos may exist for this station.
 AD5827
 AD5827.The dynamic height is computed by dividing the NAVD 88
 AD5827.geopotential number by the normal gravity value computed on the
 AD5827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5827.degrees latitude (g = 980.6199 gals.).
 AD5827
 AD5827.The modeled gravity was interpolated from observed gravity values.
 AD5827
 AD5827;                    North         East    Units  Estimated Accuracy
 AD5827;SPC FL E     -   229,850.      292,650.      MT  (+/- 180 meters Scaled)
 AD5827
 AD5827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK926209(NAD 83)
 AD5827
 AD5827                          SUPERSEDED SURVEY CONTROL
 AD5827
 AD5827  NGVD 29 (09/01/92)    1.491  (m)            4.89   (f) ADJUSTED    2 1
 AD5827
 AD5827.Superseded values are not recommended for survey control.
 AD5827
 AD5827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5827.See file dsdata.pdf to determine how the superseded data were derived.
 AD5827
 AD5827_MARKER: DJ = TIDAL STATION DISK
 AD5827_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5827_SP_SET: SEAWALL
 AD5827_STAMPING: NO 4 1973
 AD5827_MARK LOGO: NOS
 AD5827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5827+STABILITY: SURFACE MOTION
 AD5827
 AD5827  HISTORY     - Date     Condition        Report By
 AD5827  HISTORY     - 1973     MONUMENTED       NOS
 AD5827  HISTORY     - 1980     GOOD             FLDNR
 AD5827  HISTORY     - 1989     GOOD             USPSQD
 AD5827  HISTORY     - 1990     GOOD             USPSQD
 AD5827  HISTORY     - 19910719 GOOD             USPSQD
 AD5827  HISTORY     - 19950404 GOOD             USPSQD
 AD5827  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AD5827
 AD5827                          STATION DESCRIPTION
 AD5827
 AD5827'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5827'0.8 MI NE FROM BOCA RATON.
 AD5827'BEGIN AT THE JUNCTION OF STATE HIGHWAY 794 WEST WITH U.S. HIGHWAY 1 IN
 AD5827'NORTH BOCA RATON, GO NORTH 0.45 MILE ON U.S. 1 TO THE INTERSECTION OF
 AD5827'JEFFREY STREET, GO EAST 0.35 MILE ON JEFFREY STREET TO ITS END AND THE
 AD5827'MARK.  THE MARK BEARS 58.85 FEET NORTH-NORTHEAST OF THE NORTHEAST
 AD5827'CORNER OF THE PEBBLE WALKWAY AROUND THE SWIMMING POOL, 37.2 FEET
 AD5827'SOUTH-SOUTHEAST OF A FENCE GATE AT THE EAST SIDE OF THE PORTA BELLA
 AD5827'EAST CONDOMINIUM, AND 177 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 AD5827'SEAWALL, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5827
 AD5827                          STATION RECOVERY (1989)
 AD5827
 AD5827'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5827'RECOVERED IN GOOD CONDITION.
 AD5827
 AD5827                          STATION RECOVERY (1990)
 AD5827
 AD5827'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5827'RECOVERED IN GOOD CONDITION.
 AD5827
 AD5827                          STATION RECOVERY (1991)
 AD5827
 AD5827'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5827'RECOVERED IN GOOD CONDITION.
 AD5827
 AD5827                          STATION RECOVERY (1995)
 AD5827
 AD5827'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5827'RECOVERED IN GOOD CONDITION.
 AD5827
 AD5827                          STATION RECOVERY (2004)
 AD5827
 AD5827'RECOVERY NOTE BY US POWER SQUADRON 2004 (AAS)
 AD5827'SEAWALL RECAPPED AFTER HURRICANE ANDREW IN 1996.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5829 ***********************************************************************
 AD5829  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5829  DESIGNATION -  872 2802 TIDAL 2
 AD5829  PID         -  AD5829
 AD5829  STATE/COUNTY-  FL/PALM BEACH
 AD5829  COUNTRY     -  US
 AD5829  USGS QUAD   -  BOCA RATON (2018)
 AD5829
 AD5829                         *CURRENT SURVEY CONTROL
 AD5829  ______________________________________________________________________
 AD5829* NAD 83(1986) POSITION- 26 22 11.5    (N) 080 04 15.8    (W)   HD_HELD2
 AD5829* NAVD 88 ORTHO HEIGHT -     1.129 (meters)        3.70  (feet) ADJUSTED
 AD5829  ______________________________________________________________________
 AD5829  GEOID HEIGHT    -        -26.039 (meters)                     GEOID18
 AD5829  DYNAMIC HEIGHT  -          1.128 (meters)        3.70  (feet) COMP
 AD5829  MODELED GRAVITY -    979,083.6   (mgal)                       NAVD 88
 AD5829
 AD5829  VERT ORDER      -  SECOND    CLASS I
 AD5829
 AD5829.The horizontal coordinates were established by autonomous hand held GPS
 AD5829.observations and have an estimated accuracy of +/- 10 meters.
 AD5829
 AD5829.The orthometric height was determined by differential leveling and
 AD5829.adjusted by the NATIONAL GEODETIC SURVEY
 AD5829.in May 2010.
 AD5829
 AD5829.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5829.GEOID18 height accuracy estimate available here.
 AD5829
 AD5829.This Tidal Bench Mark is designated as VM 5643
 AD5829.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5829
 AD5829.Click photographs - Photos may exist for this station.
 AD5829
 AD5829.The dynamic height is computed by dividing the NAVD 88
 AD5829.geopotential number by the normal gravity value computed on the
 AD5829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5829.degrees latitude (g = 980.6199 gals.).
 AD5829
 AD5829.The modeled gravity was interpolated from observed gravity values.
 AD5829
 AD5829;                    North         East    Units  Estimated Accuracy
 AD5829;SPC FL E     -   225,923.      292,708.      MT  (+/- 10 meters HH2 GPS)
 AD5829
 AD5829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9267616978(NAD 83)
 AD5829
 AD5829                          SUPERSEDED SURVEY CONTROL
 AD5829
 AD5829  NAVD 88 (06/15/91)    1.193  (m)            3.91   (f) SUPERSEDED  2 1
 AD5829  NGVD 29 (??/??/92)    1.671  (m)            5.48   (f) ADJ UNCH    2 1
 AD5829
 AD5829.Superseded values are not recommended for survey control.
 AD5829
 AD5829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5829.See file dsdata.pdf to determine how the superseded data were derived.
 AD5829
 AD5829_MARKER: DJ = TIDAL STATION DISK
 AD5829_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5829_SP_SET: SEAWALL
 AD5829_STAMPING: NO 2 1973
 AD5829_MARK LOGO: NOS
 AD5829_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5829+STABILITY: SURFACE MOTION
 AD5829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5829+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2009
 AD5829
 AD5829  HISTORY     - Date     Condition        Report By
 AD5829  HISTORY     - 1973     MONUMENTED       NOS
 AD5829  HISTORY     - 1980     GOOD             FLDNR
 AD5829  HISTORY     - 1989     GOOD             USPSQD
 AD5829  HISTORY     - 1990     GOOD             USPSQD
 AD5829  HISTORY     - 1990     GOOD             USPSQD
 AD5829  HISTORY     - 19910719 GOOD             USPSQD
 AD5829  HISTORY     - 19950404 GOOD             USPSQD
 AD5829  HISTORY     - 20050102 GOOD             USPSQD
 AD5829  HISTORY     - 20061109 GOOD             FLDEP
 AD5829  HISTORY     - 20090420 GOOD             GEOCAC
 AD5829
 AD5829                          STATION DESCRIPTION
 AD5829
 AD5829'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5829'2.55 MI NE FROM BOCA RATON.
 AD5829'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND PALMETTO PARK ROAD IN
 AD5829'BOCA RATON, GO EAST 1.0 MILE ON PALMETTO PARK ROAD TO ITS JUNCTION
 AD5829'WITH STATE HIGHWAY A1A, GO NORTH 1.35 MILES ON A1A TO THE ENTRANCE TO
 AD5829'BOCA TOWERS, GO WEST 0.2 MILE TO THE INTRACOASTAL WATERWAY AND THE
 AD5829'MARK.  THE MARK BEARS 87.5 FEET SOUTH OF THE CENTER OF THE BOCA TOWERS
 AD5829'BOAT DOCK, 71 FEET NORTH OF NO 1 1973, AND RECOVERED AS DESCRIBED IN
 AD5829'NOS TIDAL DATA, QUAD 260802.
 AD5829'THE MARK IS ABOVE LEVEL WITH GROUND.
 AD5829
 AD5829                          STATION RECOVERY (1989)
 AD5829
 AD5829'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5829'RECOVERED IN GOOD CONDITION.
 AD5829
 AD5829                          STATION RECOVERY (1990)
 AD5829
 AD5829'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5829'RECOVERED IN GOOD CONDITION.
 AD5829
 AD5829                          STATION RECOVERY (1990)
 AD5829
 AD5829'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5829'RECOVERED IN GOOD CONDITION.
 AD5829
 AD5829                          STATION RECOVERY (1991)
 AD5829
 AD5829'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5829'RECOVERED IN GOOD CONDITION.
 AD5829
 AD5829                          STATION RECOVERY (1995)
 AD5829
 AD5829'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5829'RECOVERED IN GOOD CONDITION.
 AD5829
 AD5829                          STATION RECOVERY (2005)
 AD5829
 AD5829'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5829'RECOVERED IN GOOD CONDITION.
 AD5829
 AD5829                          STATION RECOVERY (2006)
 AD5829
 AD5829'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (MM)
 AD5829'RECOVERED AS DESCRIBED.
 AD5829
 AD5829                          STATION RECOVERY (2009)
 AD5829
 AD5829'RECOVERY NOTE BY GEOCACHING 2009 (RLM)
 AD5829'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5831 ***********************************************************************
 AD5831  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5831  DESIGNATION -  872 2802 TIDAL 3
 AD5831  PID         -  AD5831
 AD5831  STATE/COUNTY-  FL/PALM BEACH
 AD5831  COUNTRY     -  US
 AD5831  USGS QUAD   -  BOCA RATON (2018)
 AD5831
 AD5831                         *CURRENT SURVEY CONTROL
 AD5831  ______________________________________________________________________
 AD5831* NAD 83(1986) POSITION- 26 22 12.2    (N) 080 04 16.1    (W)   HD_HELD2
 AD5831* NAVD 88 ORTHO HEIGHT -     1.190 (meters)        3.90  (feet) ADJUSTED
 AD5831  ______________________________________________________________________
 AD5831  GEOID HEIGHT    -        -26.039 (meters)                     GEOID18
 AD5831  DYNAMIC HEIGHT  -          1.188 (meters)        3.90  (feet) COMP
 AD5831  MODELED GRAVITY -    979,083.6   (mgal)                       NAVD 88
 AD5831
 AD5831  VERT ORDER      -  SECOND    CLASS I
 AD5831
 AD5831.The horizontal coordinates were established by autonomous hand held GPS
 AD5831.observations and have an estimated accuracy of +/- 10 meters.
 AD5831
 AD5831.The orthometric height was determined by differential leveling and
 AD5831.adjusted by the NATIONAL GEODETIC SURVEY
 AD5831.in May 2010.
 AD5831
 AD5831.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5831.GEOID18 height accuracy estimate available here.
 AD5831
 AD5831.This Tidal Bench Mark is designated as VM 17071
 AD5831.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5831
 AD5831.Click photographs - Photos may exist for this station.
 AD5831
 AD5831.The dynamic height is computed by dividing the NAVD 88
 AD5831.geopotential number by the normal gravity value computed on the
 AD5831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5831.degrees latitude (g = 980.6199 gals.).
 AD5831
 AD5831.The modeled gravity was interpolated from observed gravity values.
 AD5831
 AD5831;                    North         East    Units  Estimated Accuracy
 AD5831;SPC FL E     -   225,945.      292,699.      MT  (+/- 10 meters HH2 GPS)
 AD5831
 AD5831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9266716999(NAD 83)
 AD5831
 AD5831                          SUPERSEDED SURVEY CONTROL
 AD5831
 AD5831  NAVD 88 (06/15/91)    1.233  (m)            4.05   (f) SUPERSEDED  2 1
 AD5831  NGVD 29 (??/??/92)    1.710  (m)            5.61   (f) ADJ UNCH    2 1
 AD5831
 AD5831.Superseded values are not recommended for survey control.
 AD5831
 AD5831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5831.See file dsdata.pdf to determine how the superseded data were derived.
 AD5831
 AD5831_MARKER: DJ = TIDAL STATION DISK
 AD5831_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5831_SP_SET: SEAWALL
 AD5831_STAMPING: NO 3 1973
 AD5831_MARK LOGO: NOS
 AD5831_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5831+STABILITY: SURFACE MOTION
 AD5831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5831+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2009
 AD5831
 AD5831  HISTORY     - Date     Condition        Report By
 AD5831  HISTORY     - 1973     MONUMENTED       NOS
 AD5831  HISTORY     - 1980     GOOD             FLDNR
 AD5831  HISTORY     - 1989     GOOD             USPSQD
 AD5831  HISTORY     - 1990     GOOD             USPSQD
 AD5831  HISTORY     - 1990     GOOD             USPSQD
 AD5831  HISTORY     - 19910719 GOOD             USPSQD
 AD5831  HISTORY     - 19950404 GOOD             USPSQD
 AD5831  HISTORY     - 20031124 GOOD             USPSQD
 AD5831  HISTORY     - 20050102 GOOD             USPSQD
 AD5831  HISTORY     - 20061109 GOOD             FLDEP
 AD5831  HISTORY     - 20090420 GOOD             GEOCAC
 AD5831
 AD5831                          STATION DESCRIPTION
 AD5831
 AD5831'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5831'2.55 MI NE FROM BOCA RATON.
 AD5831'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND PALMETTO PARK ROAD IN
 AD5831'BOCA RATON, GO EAST 1.0 MILE ON PALMETTO PARK ROAD TO ITS JUNCTION
 AD5831'WITH STATE HIGHWAY A1A, GO NORTH 1.35 MILES ON A1A TO THE ENTRANCE TO
 AD5831'BOCA TOWERS, GO WEST 0.2 MILE TO THE INTRACOASTAL WATERWAY AND THE
 AD5831'MARK.  THE MARK IS 6.5 FEET SOUTH OF THE CENTER OF THE BOCA TOWERS
 AD5831'BOAT DOCK, SET FLUSH IN THE TOP OF THE SEAWALL, AND RECOVERED AS
 AD5831'DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5831'THE MARK IS ABOVE LEVEL WITH GROUND.
 AD5831
 AD5831                          STATION RECOVERY (1989)
 AD5831
 AD5831'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5831'RECOVERED IN GOOD CONDITION.
 AD5831
 AD5831                          STATION RECOVERY (1990)
 AD5831
 AD5831'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5831'RECOVERED IN GOOD CONDITION.
 AD5831
 AD5831                          STATION RECOVERY (1990)
 AD5831
 AD5831'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5831'RECOVERED IN GOOD CONDITION.
 AD5831
 AD5831                          STATION RECOVERY (1991)
 AD5831
 AD5831'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5831'RECOVERED IN GOOD CONDITION.
 AD5831
 AD5831                          STATION RECOVERY (1995)
 AD5831
 AD5831'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5831'RECOVERED IN GOOD CONDITION.
 AD5831
 AD5831                          STATION RECOVERY (2003)
 AD5831
 AD5831'RECOVERY NOTE BY US POWER SQUADRON 2003 (AAS)
 AD5831'RECOVERED IN GOOD CONDITION.
 AD5831
 AD5831                          STATION RECOVERY (2005)
 AD5831
 AD5831'RECOVERY NOTE BY US POWER SQUADRON 2005 (AAS)
 AD5831'RECOVERED IN GOOD CONDITION.
 AD5831
 AD5831                          STATION RECOVERY (2006)
 AD5831
 AD5831'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (MM)
 AD5831'RECOVERED AS DESCRIBED.
 AD5831
 AD5831                          STATION RECOVERY (2009)
 AD5831
 AD5831'RECOVERY NOTE BY GEOCACHING 2009 (RLM)
 AD5831'THE MARK HAS BEEN PAINTED OVER, BUT IT IS STILL IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5832 ***********************************************************************
 AD5832  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5832  DESIGNATION -  872 2802 TIDAL 5
 AD5832  PID         -  AD5832
 AD5832  STATE/COUNTY-  FL/PALM BEACH
 AD5832  COUNTRY     -  US
 AD5832  USGS QUAD   -  BOCA RATON (2018)
 AD5832
 AD5832                         *CURRENT SURVEY CONTROL
 AD5832  ______________________________________________________________________
 AD5832* NAD 83(1986) POSITION- 26 22 13.     (N) 080 04 17.     (W)   SCALED
 AD5832* NAVD 88 ORTHO HEIGHT -     1.173 (meters)        3.85  (feet) ADJUSTED
 AD5832  ______________________________________________________________________
 AD5832  GEOID HEIGHT    -        -26.038 (meters)                     GEOID18
 AD5832  DYNAMIC HEIGHT  -          1.171 (meters)        3.84  (feet) COMP
 AD5832  MODELED GRAVITY -    979,083.6   (mgal)                       NAVD 88
 AD5832
 AD5832  VERT ORDER      -  SECOND    CLASS I
 AD5832
 AD5832.The horizontal coordinates were scaled from a map and have
 AD5832.an estimated accuracy of +/- 6 seconds.
 AD5832
 AD5832.The orthometric height was determined by differential leveling and
 AD5832.adjusted by the NATIONAL GEODETIC SURVEY
 AD5832.in June 1991.
 AD5832
 AD5832.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5832.GEOID18 height accuracy estimate available here.
 AD5832
 AD5832.This Tidal Bench Mark is designated as VM 5644
 AD5832.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5832
 AD5832.Click photographs - Photos may exist for this station.
 AD5832
 AD5832.The dynamic height is computed by dividing the NAVD 88
 AD5832.geopotential number by the normal gravity value computed on the
 AD5832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5832.degrees latitude (g = 980.6199 gals.).
 AD5832
 AD5832.The modeled gravity was interpolated from observed gravity values.
 AD5832
 AD5832;                    North         East    Units  Estimated Accuracy
 AD5832;SPC FL E     -   225,970.      292,670.      MT  (+/- 180 meters Scaled)
 AD5832
 AD5832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK926170(NAD 83)
 AD5832
 AD5832                          SUPERSEDED SURVEY CONTROL
 AD5832
 AD5832  NGVD 29 (??/??/92)    1.651  (m)            5.42   (f) ADJ UNCH    2 1
 AD5832
 AD5832.Superseded values are not recommended for survey control.
 AD5832
 AD5832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5832.See file dsdata.pdf to determine how the superseded data were derived.
 AD5832
 AD5832_MARKER: DJ = TIDAL STATION DISK
 AD5832_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5832_SP_SET: CONCRETE SEAWALL
 AD5832_STAMPING: NO 5 1973
 AD5832_MARK LOGO: NOS
 AD5832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5832
 AD5832  HISTORY     - Date     Condition        Report By
 AD5832  HISTORY     - 1973     MONUMENTED       NOS
 AD5832  HISTORY     - 1980     GOOD             FLDNR
 AD5832  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5832  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5832  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5832  HISTORY     - 19910719 MARK NOT FOUND   USPSQD
 AD5832  HISTORY     - 20090420 MARK NOT FOUND   GEOCAC
 AD5832
 AD5832                          STATION DESCRIPTION
 AD5832
 AD5832'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5832'2.55 MI NE FROM BOCA RATON.
 AD5832'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND PALMETTO PARK ROAD IN
 AD5832'BOCA RATON, GO EAST 1.0 MILE ON PALMETTO PARK ROAD TO ITS JUNCTION
 AD5832'WITH STATE HIGHWAY A1A, GO NORTH 1.35 MILES ON A1A TO THE ENTRANCE TO
 AD5832'BOCA TOWERS, GO WEST 0.2 MILE TO THE INTRACOASTAL WATERWAY AND THE
 AD5832'MARK.  THE MARK BEARS ABOUT 161 FEET NORTH OF THE CENTER OF THE BOCA
 AD5832'TOWERS BOAT DOCK, 4 FEET SOUTH OF THE NORTH END OF THE SEAWALL, AND
 AD5832'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5832'THE MARK IS ABOVE LEVEL WITH GROUND.
 AD5832
 AD5832                          STATION RECOVERY (1989)
 AD5832
 AD5832'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5832'MARK NOT FOUND.
 AD5832
 AD5832                          STATION RECOVERY (1990)
 AD5832
 AD5832'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5832'MARK NOT FOUND.
 AD5832
 AD5832                          STATION RECOVERY (1990)
 AD5832
 AD5832'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5832'MARK NOT FOUND.
 AD5832
 AD5832                          STATION RECOVERY (1991)
 AD5832
 AD5832'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5832'MARK NOT FOUND.
 AD5832
 AD5832                          STATION RECOVERY (2009)
 AD5832
 AD5832'RECOVERY NOTE BY GEOCACHING 2009 (RLM)
 AD5832'THE SEAWALL HAS BEEN REDONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5834 ***********************************************************************
 AD5834  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5834  DESIGNATION -  872 2816 F TIDAL
 AD5834  PID         -  AD5834
 AD5834  STATE/COUNTY-  FL/PALM BEACH
 AD5834  COUNTRY     -  US
 AD5834  USGS QUAD   -  BOCA RATON (2018)
 AD5834
 AD5834                         *CURRENT SURVEY CONTROL
 AD5834  ______________________________________________________________________
 AD5834* NAD 83(1986) POSITION- 26 20 45.     (N) 080 04 35.     (W)   SCALED
 AD5834* NAVD 88 ORTHO HEIGHT -     0.913 (meters)        3.00  (feet) ADJUSTED
 AD5834  ______________________________________________________________________
 AD5834  GEOID HEIGHT    -        -26.007 (meters)                     GEOID18
 AD5834  DYNAMIC HEIGHT  -          0.912 (meters)        2.99  (feet) COMP
 AD5834  MODELED GRAVITY -    979,080.9   (mgal)                       NAVD 88
 AD5834
 AD5834  VERT ORDER      -  SECOND    CLASS I
 AD5834
 AD5834.The horizontal coordinates were scaled from a map and have
 AD5834.an estimated accuracy of +/- 6 seconds.
 AD5834
 AD5834.The orthometric height was determined by differential leveling and
 AD5834.adjusted by the NATIONAL GEODETIC SURVEY
 AD5834.in June 1991.
 AD5834
 AD5834.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5834.GEOID18 height accuracy estimate available here.
 AD5834
 AD5834.This Tidal Bench Mark is designated as VM 7468
 AD5834.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5834
 AD5834.Click photographs - Photos may exist for this station.
 AD5834
 AD5834.The dynamic height is computed by dividing the NAVD 88
 AD5834.geopotential number by the normal gravity value computed on the
 AD5834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5834.degrees latitude (g = 980.6199 gals.).
 AD5834
 AD5834.The modeled gravity was interpolated from observed gravity values.
 AD5834
 AD5834;                    North         East    Units  Estimated Accuracy
 AD5834;SPC FL E     -   223,260.      292,190.      MT  (+/- 180 meters Scaled)
 AD5834
 AD5834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921143(NAD 83)
 AD5834
 AD5834                          SUPERSEDED SURVEY CONTROL
 AD5834
 AD5834  NGVD 29 (09/01/92)    1.391  (m)            4.56   (f) ADJUSTED    2 1
 AD5834
 AD5834.Superseded values are not recommended for survey control.
 AD5834
 AD5834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5834.See file dsdata.pdf to determine how the superseded data were derived.
 AD5834
 AD5834_MARKER: DJ = TIDAL STATION DISK
 AD5834_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AD5834_SP_SET: CONCRETE STORM DRAIN FOUNDATIO
 AD5834_STAMPING: 2816 F 1981
 AD5834_MARK LOGO: NOS
 AD5834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5834+STABILITY: SURFACE MOTION
 AD5834
 AD5834  HISTORY     - Date     Condition        Report By
 AD5834  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5834  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5834  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5834  HISTORY     - 1990     GOOD             USPSQD
 AD5834  HISTORY     - 19910717 MARK NOT FOUND   USPSQD
 AD5834  HISTORY     - 19950404 MARK NOT FOUND   USPSQD
 AD5834  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5834
 AD5834                          STATION DESCRIPTION
 AD5834
 AD5834'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5834'0.8 MI SE FROM BOCA RATON.
 AD5834'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND THE PALMETTO PARK
 AD5834'ROAD IN BOCA RATON, GO 0.55 MILE EAST ALONG PALMETTO PARK ROAD TO SE
 AD5834'5TH AVENUE, GO 0.25 MILE ALONG SE 5TH AVENUE TO THE MARK.  THE MARK
 AD5834'IS SET FLUSH IN THE EAST CORNER OF A FOUNDATION FOR A STORM DRAIN
 AD5834'AT THE BOCA RATON HOTEL AND CLUB.  THE MARK BEARS APPROXIMATELY 300
 AD5834'FEET NORTHWEST OF BENCH MARK J 312 1970, 21.7 FEET WEST-SOUTHWEST OF
 AD5834'SE 5TH AVENUE, 55.7 FEET SOUTHWEST OF A CONCRETE POWER POLE NUMBER
 AD5834'33, 27.3 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A PINK CONCRET
 AD5834'WALL JUST SOUTH AND CONNECTED TO A PUMP HOUSE.
 AD5834'THE MARK IS ABOVE LEVEL WITH ROAD.
 AD5834
 AD5834                          STATION RECOVERY (1989)
 AD5834
 AD5834'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5834'MARK NOT FOUND.
 AD5834
 AD5834                          STATION RECOVERY (1990)
 AD5834
 AD5834'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5834'MARK NOT FOUND.
 AD5834
 AD5834                          STATION RECOVERY (1990)
 AD5834
 AD5834'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5834'RECOVERED IN GOOD CONDITION.
 AD5834
 AD5834                          STATION RECOVERY (1991)
 AD5834
 AD5834'RECOVERY NOTE BY US POWER SQUADRON 1991 (BJS)
 AD5834'MARK NOT FOUND.
 AD5834
 AD5834                          STATION RECOVERY (1995)
 AD5834
 AD5834'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5834'MARK NOT FOUND.
 AD5834
 AD5834                          STATION RECOVERY (2004)
 AD5834
 AD5834'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5834'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5844 ***********************************************************************
 AD5844  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5844  DESIGNATION -  872 2822 A TIDAL FLDNR
 AD5844  PID         -  AD5844
 AD5844  STATE/COUNTY-  FL/BROWARD
 AD5844  COUNTRY     -  US
 AD5844  USGS QUAD   -  BOCA RATON (2018)
 AD5844
 AD5844                         *CURRENT SURVEY CONTROL
 AD5844  ______________________________________________________________________
 AD5844* NAD 83(1986) POSITION- 26 19 02.     (N) 080 04 32.     (W)   SCALED
 AD5844* NAVD 88 ORTHO HEIGHT -     3.956 (meters)       12.98  (feet) ADJUSTED
 AD5844  ______________________________________________________________________
 AD5844  GEOID HEIGHT    -        -26.000 (meters)                     GEOID18
 AD5844  DYNAMIC HEIGHT  -          3.949 (meters)       12.96  (feet) COMP
 AD5844  MODELED GRAVITY -    979,078.0   (mgal)                       NAVD 88
 AD5844
 AD5844  VERT ORDER      -  SECOND    CLASS I
 AD5844
 AD5844.The horizontal coordinates were scaled from a map and have
 AD5844.an estimated accuracy of +/- 6 seconds.
 AD5844
 AD5844.The orthometric height was determined by differential leveling and
 AD5844.adjusted by the NATIONAL GEODETIC SURVEY
 AD5844.in June 1991.
 AD5844
 AD5844.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5844.GEOID18 height accuracy estimate available here.
 AD5844
 AD5844.This Tidal Bench Mark is designated as VM 15819
 AD5844.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5844
 AD5844.Click photographs - Photos may exist for this station.
 AD5844
 AD5844.The dynamic height is computed by dividing the NAVD 88
 AD5844.geopotential number by the normal gravity value computed on the
 AD5844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5844.degrees latitude (g = 980.6199 gals.).
 AD5844
 AD5844.The modeled gravity was interpolated from observed gravity values.
 AD5844
 AD5844;                    North         East    Units  Estimated Accuracy
 AD5844;SPC FL E     -   220,090.      292,300.      MT  (+/- 180 meters Scaled)
 AD5844
 AD5844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK922111(NAD 83)
 AD5844
 AD5844                          SUPERSEDED SURVEY CONTROL
 AD5844
 AD5844  NGVD 29 (09/01/92)    4.437  (m)           14.56   (f) ADJUSTED    2 1
 AD5844
 AD5844.Superseded values are not recommended for survey control.
 AD5844
 AD5844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5844.See file dsdata.pdf to determine how the superseded data were derived.
 AD5844
 AD5844_MARKER: DJ = TIDAL STATION DISK
 AD5844_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5844_SP_SET: CONCRETE SEAWALL
 AD5844_STAMPING: 2822 A 1979 CLB
 AD5844_MARK LOGO: FLDNR
 AD5844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5844
 AD5844  HISTORY     - Date     Condition        Report By
 AD5844  HISTORY     - 1979     MONUMENTED       FLDNR
 AD5844  HISTORY     - 1981     GOOD             FLDNR
 AD5844  HISTORY     - 1989     GOOD             USPSQD
 AD5844  HISTORY     - 1990     GOOD             USPSQD
 AD5844  HISTORY     - 1990     GOOD             USPSQD
 AD5844  HISTORY     - 1990     GOOD             USPSQD
 AD5844  HISTORY     - 19910607 GOOD             USPSQD
 AD5844  HISTORY     - 19940312 GOOD             USPSQD
 AD5844  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD5844  HISTORY     - 19950610 GOOD             USPSQD
 AD5844  HISTORY     - 19980218 MARK NOT FOUND   USPSQD
 AD5844  HISTORY     - 20011013 MARK NOT FOUND   USPSQD
 AD5844  HISTORY     - 20011031 MARK NOT FOUND   USPSQD
 AD5844  HISTORY     - 20110203 MARK NOT FOUND   GEOCAC
 AD5844
 AD5844                          STATION DESCRIPTION
 AD5844
 AD5844'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5844'IN DEERFIELD BEACH.
 AD5844'BEGIN AT THE INTERSECTION OF HILLSBORO BEACH BOULEVARD AND STATE ROAD
 AD5844'A1A IN DEERFIELD BEACH, GO 0.3 MILE NORTH ON A1A TO THE DEERFIELD
 AD5844'BEACH RECREATIONAL PAVILION AND THE MARK.  THE MARK BEARS 195 FEET
 AD5844'EAST OF THE CENTERLINE OF A1A, 12.2 FEET NORTH-NORTHEAST OF THE SOUTH
 AD5844'END OF THE CONCRETE SEAWALL, AND 30 FEET EAST OF THE SOUTHERNMOST
 AD5844'ROUND CONCRETE PAVILION COLUMN.
 AD5844
 AD5844                          STATION RECOVERY (1989)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5844'RECOVERED IN GOOD CONDITION.
 AD5844
 AD5844                          STATION RECOVERY (1990)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5844'RECOVERED IN GOOD CONDITION.
 AD5844
 AD5844                          STATION RECOVERY (1990)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5844'RECOVERED IN GOOD CONDITION.
 AD5844
 AD5844                          STATION RECOVERY (1990)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5844'RECOVERED IN GOOD CONDITION.
 AD5844
 AD5844                          STATION RECOVERY (1991)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5844'RECOVERED IN GOOD CONDITION.
 AD5844
 AD5844                          STATION RECOVERY (1994)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5844'RECOVERED IN GOOD CONDITION.
 AD5844
 AD5844                          STATION RECOVERY (1995)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5844'MARK NOT FOUND.
 AD5844
 AD5844                          STATION RECOVERY (1995)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5844'RECOVERED IN GOOD CONDITION.
 AD5844
 AD5844                          STATION RECOVERY (1998)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5844'MARK NOT FOUND.
 AD5844
 AD5844                          STATION RECOVERY (2001)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 2001
 AD5844'ACCORDING TO DESCRIPTION, MARKER IS IN THE MIDDLE OF A SEAGRAPE GROVE.
 AD5844'
 AD5844
 AD5844                          STATION RECOVERY (2001)
 AD5844
 AD5844'RECOVERY NOTE BY US POWER SQUADRON 2001 (ZB)
 AD5844'FOUND IN MIDDLE OF SEA GRAPE GROVE.
 AD5844
 AD5844                          STATION RECOVERY (2011)
 AD5844
 AD5844'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD5844'THE MARK WAS SEARCHED FOR AND NOT FOUND.
 AD5844'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5840 ***********************************************************************
 AD5840  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5840  DESIGNATION -  872 2822 B TIDAL FLDNR
 AD5840  PID         -  AD5840
 AD5840  STATE/COUNTY-  FL/BROWARD
 AD5840  COUNTRY     -  US
 AD5840  USGS QUAD   -  BOCA RATON (2018)
 AD5840
 AD5840                         *CURRENT SURVEY CONTROL
 AD5840  ______________________________________________________________________
 AD5840* NAD 83(1986) POSITION- 26 18 54.     (N) 080 04 38.     (W)   SCALED
 AD5840* NAVD 88 ORTHO HEIGHT -     4.506 (meters)       14.78  (feet) ADJUSTED
 AD5840  ______________________________________________________________________
 AD5840  GEOID HEIGHT    -        -25.992 (meters)                     GEOID18
 AD5840  DYNAMIC HEIGHT  -          4.499 (meters)       14.76  (feet) COMP
 AD5840  MODELED GRAVITY -    979,077.8   (mgal)                       NAVD 88
 AD5840
 AD5840  VERT ORDER      -  SECOND    CLASS I
 AD5840
 AD5840.The horizontal coordinates were scaled from a map and have
 AD5840.an estimated accuracy of +/- 6 seconds.
 AD5840
 AD5840.The orthometric height was determined by differential leveling and
 AD5840.adjusted by the NATIONAL GEODETIC SURVEY
 AD5840.in June 1991.
 AD5840
 AD5840.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5840.GEOID18 height accuracy estimate available here.
 AD5840
 AD5840.This Tidal Bench Mark is designated as VM 15820
 AD5840.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5840
 AD5840.Click photographs - Photos may exist for this station.
 AD5840
 AD5840.The dynamic height is computed by dividing the NAVD 88
 AD5840.geopotential number by the normal gravity value computed on the
 AD5840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5840.degrees latitude (g = 980.6199 gals.).
 AD5840
 AD5840.The modeled gravity was interpolated from observed gravity values.
 AD5840
 AD5840;                    North         East    Units  Estimated Accuracy
 AD5840;SPC FL E     -   219,840.      292,140.      MT  (+/- 180 meters Scaled)
 AD5840
 AD5840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921108(NAD 83)
 AD5840
 AD5840                          SUPERSEDED SURVEY CONTROL
 AD5840
 AD5840  NGVD 29 (09/01/92)    4.988  (m)           16.36   (f) ADJUSTED    2 1
 AD5840
 AD5840.Superseded values are not recommended for survey control.
 AD5840
 AD5840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5840.See file dsdata.pdf to determine how the superseded data were derived.
 AD5840
 AD5840_MARKER: DJ = TIDAL STATION DISK
 AD5840_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD5840_STAMPING: 2822 B 1979
 AD5840_MARK LOGO: FLDNR
 AD5840_PROJECTION: FLUSH
 AD5840_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5840_ROD/PIPE-DEPTH: 12.2 meters
 AD5840
 AD5840  HISTORY     - Date     Condition        Report By
 AD5840  HISTORY     - 1979     MONUMENTED       FLDNR
 AD5840  HISTORY     - 1981     GOOD             FLDNR
 AD5840  HISTORY     - 1989     GOOD             USPSQD
 AD5840  HISTORY     - 1990     GOOD             USPSQD
 AD5840  HISTORY     - 1990     GOOD             USPSQD
 AD5840  HISTORY     - 19910607 GOOD             USPSQD
 AD5840  HISTORY     - 19940312 GOOD             USPSQD
 AD5840  HISTORY     - 19950606 GOOD             USPSQD
 AD5840  HISTORY     - 19950610 GOOD             USPSQD
 AD5840  HISTORY     - 19980218 GOOD             USPSQD
 AD5840  HISTORY     - 20010912 MARK NOT FOUND   USPSQD
 AD5840  HISTORY     - 20020912 MARK NOT FOUND   USPSQD
 AD5840  HISTORY     - 20041213 GOOD             FLDT
 AD5840
 AD5840                          STATION DESCRIPTION
 AD5840
 AD5840'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5840'IN DEERFIELD BEACH.
 AD5840'BEGIN AT THE INTERSECTION OF HILLSBORO BEACH BOULEVARD AND STATE ROAD
 AD5840'A1A IN DEERFIELD BEACH, GO 0.05 MILE EAST ON HILLSBORO BEACH BOULEVARD
 AD5840'TO THE CITY PARKING LOT AND THE MARK.  THE MARK IS IN A SMALL GRASSY
 AD5840'AREA AT THE SOUTHWEST CORNER OF THE PARKING LOT, 50 FEET NORTH OF THE
 AD5840'CENTERLINE OF HILLSBORO BEACH BOULEVARD, 21 FEET EAST OF THE EAST WALL
 AD5840'OF A WOOD FRAME HOUSE, AND 4 FEET EAST OF THE WEST BOUNDARY OF THE
 AD5840'PARKING LOT.
 AD5840
 AD5840                          STATION RECOVERY (1989)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5840'RECOVERED IN GOOD CONDITION.
 AD5840
 AD5840                          STATION RECOVERY (1990)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5840'RECOVERED IN GOOD CONDITION.
 AD5840
 AD5840                          STATION RECOVERY (1990)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5840'RECOVERED IN GOOD CONDITION.
 AD5840
 AD5840                          STATION RECOVERY (1991)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5840'RECOVERED IN GOOD CONDITION.
 AD5840
 AD5840                          STATION RECOVERY (1994)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5840'RECOVERED IN GOOD CONDITION.
 AD5840
 AD5840                          STATION RECOVERY (1995)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5840'RECOVERED IN GOOD CONDITION.
 AD5840
 AD5840                          STATION RECOVERY (1995)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5840'RECOVERED IN GOOD CONDITION.
 AD5840
 AD5840                          STATION RECOVERY (1998)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5840'RECOVERED IN GOOD CONDITION.
 AD5840
 AD5840                          STATION RECOVERY (2001)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWL)
 AD5840'MARK NOT FOUND.
 AD5840
 AD5840                          STATION RECOVERY (2002)
 AD5840
 AD5840'RECOVERY NOTE BY US POWER SQUADRON 2002 (TM)
 AD5840'MARK NOT FOUND.
 AD5840
 AD5840                          STATION RECOVERY (2004)
 AD5840
 AD5840'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5840'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5845 ***********************************************************************
 AD5845  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5845  DESIGNATION -  872 2822 C TIDAL FLDNR
 AD5845  PID         -  AD5845
 AD5845  STATE/COUNTY-  FL/BROWARD
 AD5845  COUNTRY     -  US
 AD5845  USGS QUAD   -  BOCA RATON (2018)
 AD5845
 AD5845                         *CURRENT SURVEY CONTROL
 AD5845  ______________________________________________________________________
 AD5845* NAD 83(1986) POSITION- 26 19 02.     (N) 080 04 36.     (W)   SCALED
 AD5845* NAVD 88 ORTHO HEIGHT -     4.139 (meters)       13.58  (feet) ADJUSTED
 AD5845  ______________________________________________________________________
 AD5845  GEOID HEIGHT    -        -25.995 (meters)                     GEOID18
 AD5845  DYNAMIC HEIGHT  -          4.132 (meters)       13.56  (feet) COMP
 AD5845  MODELED GRAVITY -    979,078.0   (mgal)                       NAVD 88
 AD5845
 AD5845  VERT ORDER      -  SECOND    CLASS I
 AD5845
 AD5845.The horizontal coordinates were scaled from a map and have
 AD5845.an estimated accuracy of +/- 6 seconds.
 AD5845
 AD5845.The orthometric height was determined by differential leveling and
 AD5845.adjusted by the NATIONAL GEODETIC SURVEY
 AD5845.in June 1991.
 AD5845
 AD5845.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5845.GEOID18 height accuracy estimate available here.
 AD5845
 AD5845.This Tidal Bench Mark is designated as VM 15821
 AD5845.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5845
 AD5845.Click photographs - Photos may exist for this station.
 AD5845
 AD5845.The dynamic height is computed by dividing the NAVD 88
 AD5845.geopotential number by the normal gravity value computed on the
 AD5845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5845.degrees latitude (g = 980.6199 gals.).
 AD5845
 AD5845.The modeled gravity was interpolated from observed gravity values.
 AD5845
 AD5845;                    North         East    Units  Estimated Accuracy
 AD5845;SPC FL E     -   220,090.      292,190.      MT  (+/- 180 meters Scaled)
 AD5845
 AD5845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK921111(NAD 83)
 AD5845
 AD5845                          SUPERSEDED SURVEY CONTROL
 AD5845
 AD5845  NGVD 29 (09/01/92)    4.620  (m)           15.16   (f) ADJUSTED    2 1
 AD5845
 AD5845.Superseded values are not recommended for survey control.
 AD5845
 AD5845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5845.See file dsdata.pdf to determine how the superseded data were derived.
 AD5845
 AD5845_MARKER: DJ = TIDAL STATION DISK
 AD5845_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD5845_STAMPING: 2822 C 1979
 AD5845_MARK LOGO: FLDNR
 AD5845_PROJECTION: FLUSH
 AD5845_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5845_ROD/PIPE-DEPTH: 11.6 meters
 AD5845
 AD5845  HISTORY     - Date     Condition        Report By
 AD5845  HISTORY     - 1979     MONUMENTED       FLDNR
 AD5845  HISTORY     - 1981     GOOD             FLDNR
 AD5845  HISTORY     - 1989     GOOD             USPSQD
 AD5845  HISTORY     - 1990     GOOD             USPSQD
 AD5845  HISTORY     - 1990     GOOD             USPSQD
 AD5845  HISTORY     - 1990     GOOD             USPSQD
 AD5845  HISTORY     - 19910607 GOOD             USPSQD
 AD5845  HISTORY     - 19940312 GOOD             USPSQD
 AD5845  HISTORY     - 19950606 GOOD             USPSQD
 AD5845  HISTORY     - 19950610 GOOD             USPSQD
 AD5845  HISTORY     - 19980218 GOOD             USPSQD
 AD5845  HISTORY     - 20010912 MARK NOT FOUND   USPSQD
 AD5845  HISTORY     - 20020912 MARK NOT FOUND   USPSQD
 AD5845  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5845  HISTORY     - 20110203 MARK NOT FOUND   GEOCAC
 AD5845
 AD5845                          STATION DESCRIPTION
 AD5845
 AD5845'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5845'IN DEERFIELD BEACH.
 AD5845'BEGIN AT THE INTERSECTION OF HILLSBORO BEACH BOULEVARD AND STATE ROAD
 AD5845'A1A IN DEERFIELD BEACH, GO 0.3 MILE NORTH ON A1A TO AN ASPHALT DRIVE
 AD5845'LEADING WEST TO THE PARKING LOT FOR ATLANTIC FEDERAL SAVINGS AND LOAN
 AD5845'AND THE MARK.  THE MARK BEARS 150 FEET WEST OF THE CENTERLINE OF A1A,
 AD5845'15 FEET NORTH OF THE CENTERLINE OF THE DRIVE, 3 FEET SOUTH OF A 5 FOOT
 AD5845'HIGH CONCRETE WALL, AND 64 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 AD5845'THE LOAN COMPANY BUILDING.
 AD5845
 AD5845                          STATION RECOVERY (1989)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (1990)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (1990)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (1990)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (1991)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (1994)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (1995)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (1995)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (1998)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5845'RECOVERED IN GOOD CONDITION.
 AD5845
 AD5845                          STATION RECOVERY (2001)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWL)
 AD5845'MARK NOT FOUND.
 AD5845
 AD5845                          STATION RECOVERY (2002)
 AD5845
 AD5845'RECOVERY NOTE BY US POWER SQUADRON 2002 (TM)
 AD5845'MARK NOT FOUND.
 AD5845
 AD5845                          STATION RECOVERY (2004)
 AD5845
 AD5845'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5845'MARK NOT FOUND
 AD5845
 AD5845                          STATION RECOVERY (2011)
 AD5845
 AD5845'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD5845'THERE IS NO EVIDENCE OF THE ATLANTIC FEDERAL SAVINGS AND LOAN
 AD5845'BUILDING, THE CONCRETE WALL, OR THE ASPHALT DRIVE.
 AD5845'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5839 ***********************************************************************
 AD5839  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5839  DESIGNATION -  872 2832 F
 AD5839  PID         -  AD5839
 AD5839  STATE/COUNTY-  FL/BROWARD
 AD5839  COUNTRY     -  US
 AD5839  USGS QUAD   -  BOCA RATON (2018)
 AD5839
 AD5839                         *CURRENT SURVEY CONTROL
 AD5839  ______________________________________________________________________
 AD5839* NAD 83(2011) POSITION- 26 18 58.44391(N) 080 05 17.95853(W)   ADJUSTED
 AD5839* NAD 83(2011) ELLIP HT-   -23.660 (meters)        (06/27/12)   ADJUSTED
 AD5839* NAD 83(2011) EPOCH   -  2010.00
 AD5839* NAVD 88 ORTHO HEIGHT -     2.287 (meters)        7.50  (feet) ADJUSTED
 AD5839  ______________________________________________________________________
 AD5839  GEOID HEIGHT    -        -25.949 (meters)                     GEOID18
 AD5839  NAD 83(2011) X  -    984,730.250 (meters)                     COMP
 AD5839  NAD 83(2011) Y  - -5,635,467.824 (meters)                     COMP
 AD5839  NAD 83(2011) Z  -  2,810,498.831 (meters)                     COMP
 AD5839  LAPLACE CORR    -         -3.96  (seconds)                    DEFLEC18
 AD5839  DYNAMIC HEIGHT  -          2.283 (meters)        7.49  (feet) COMP
 AD5839  MODELED GRAVITY -    979,078.3   (mgal)                       NAVD 88
 AD5839
 AD5839  VERT ORDER      -  FIRST     CLASS II
 AD5839
 AD5839  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD5839  Standards:
 AD5839         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD5839            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD5839  -------------------------------------------------------------------
 AD5839  NETWORK    1.63   2.31           0.70   0.63   1.18     -0.06416171
 AD5839  -------------------------------------------------------------------
 AD5839  Click here for local accuracies and other accuracy information.
 AD5839
 AD5839.The horizontal coordinates were established by GPS observations
 AD5839.and adjusted by the National Geodetic Survey in June 2012.
 AD5839
 AD5839.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD5839.been affixed to the stable North American tectonic plate. See 
 AD5839.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD5839
 AD5839.The horizontal coordinates are valid at the epoch date displayed above
 AD5839.which is a decimal equivalence of Year/Month/Day.
 AD5839
 AD5839.The orthometric height was determined by differential leveling and
 AD5839.adjusted by the NATIONAL GEODETIC SURVEY
 AD5839.in May 2002.
 AD5839
 AD5839.No vertical observational check was made to the station.
 AD5839
 AD5839.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5839.GEOID18 height accuracy estimate available here.
 AD5839
 AD5839.This Tidal Bench Mark is designated as VM 5655
 AD5839.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5839
 AD5839.Click photographs - Photos may exist for this station.
 AD5839
 AD5839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD5839
 AD5839.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD5839
 AD5839.The ellipsoidal height was determined by GPS observations
 AD5839.and is referenced to NAD 83.
 AD5839
 AD5839.The dynamic height is computed by dividing the NAVD 88
 AD5839.geopotential number by the normal gravity value computed on the
 AD5839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5839.degrees latitude (g = 980.6199 gals.).
 AD5839
 AD5839.The modeled gravity was interpolated from observed gravity values.
 AD5839
 AD5839. The following values were computed from the NAD 83(2011) position.
 AD5839
 AD5839;                    North         East     Units Scale Factor Converg.
 AD5839;SPC FL E     -   219,969.603   291,026.365   MT  1.00004344   +0 24 15.1
 AD5839;SPC FL E     -   721,683.61    954,809.00   sFT  1.00004344   +0 24 15.1
 AD5839;UTM  17      - 2,911,026.532   590,995.307   MT  0.99970223   +0 24 15.1
 AD5839
 AD5839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD5839!SPC FL E     -   1.00000372  x   1.00004344  =   1.00004716
 AD5839!UTM  17      -   1.00000372  x   0.99970223  =   0.99970595
 AD5839
 AD5839:                Primary Azimuth Mark                     Grid Az
 AD5839:SPC FL E     -  872 2832 TIDAL 5                         116 04 10.2
 AD5839:UTM  17      -  872 2832 TIDAL 5                         116 04 10.2
 AD5839
 AD5839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9099511026(NAD 83)
 AD5839
 AD5839|---------------------------------------------------------------------|
 AD5839| PID    Reference Object                     Distance      Geod. Az  |
 AD5839|                                                           dddmmss.s |
 AD5839| AJ8801 872 2832 TIDAL 5                    APPROX. 0.7 KM 1162825.3 |
 AD5839|---------------------------------------------------------------------|
 AD5839
 AD5839                          SUPERSEDED SURVEY CONTROL
 AD5839
 AD5839  NAD 83(2007)-  26 18 58.44411(N)    080 05 17.95921(W) AD(2002.00) 0
 AD5839  ELLIP H (02/10/07)  -23.647  (m)                       GP(2002.00)    
 AD5839  NAD 83(1999)-  26 18 58.44414(N)    080 05 17.95919(W) AD(       ) 1
 AD5839  ELLIP H (12/12/02)  -23.639  (m)                       GP(       ) 3 1
 AD5839  NAVD 88               2.29   (m)            7.5    (f) LEVELING    3  
 AD5839  NAVD 88 (06/15/91)    2.285  (m)            7.50   (f) SUPERSEDED  2 1
 AD5839  NGVD 29 (09/01/92)    2.766  (m)            9.07   (f) ADJUSTED    2 1
 AD5839
 AD5839.Superseded values are not recommended for survey control.
 AD5839
 AD5839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5839.See file dsdata.pdf to determine how the superseded data were derived.
 AD5839
 AD5839_STAMPING: 2832 F 1981
 AD5839_MARK LOGO: NOS
 AD5839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5839+SATELLITE: SATELLITE OBSERVATIONS - January 14, 2008
 AD5839
 AD5839  HISTORY     - Date     Condition        Report By
 AD5839  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5839  HISTORY     - 1989     GOOD             USPSQD
 AD5839  HISTORY     - 1989     GOOD             USPSQD
 AD5839  HISTORY     - 1990     GOOD             USPSQD
 AD5839  HISTORY     - 1990     GOOD             USPSQD
 AD5839  HISTORY     - 19910607 GOOD             USPSQD
 AD5839  HISTORY     - 19940312 GOOD             USPSQD
 AD5839  HISTORY     - 19950606 GOOD             USPSQD
 AD5839  HISTORY     - 19950610 GOOD             USPSQD
 AD5839  HISTORY     - 19980218 GOOD             USPSQD
 AD5839  HISTORY     - 20011219 GOOD             MOREKL
 AD5839  HISTORY     - 20020212 GOOD             USPSQD
 AD5839  HISTORY     - 20020422 GOOD             MAPTEC
 AD5839  HISTORY     - 20061109 GOOD             FLDEP
 AD5839  HISTORY     - 20080114 GOOD             MAPTEC
 AD5839  HISTORY     - 20200827 MARK NOT FOUND   T2UES
 AD5839
 AD5839                          STATION DESCRIPTION
 AD5839
 AD5839'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5839'IN DEERFIELD BEACH.
 AD5839'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE HIGHWAY 810 IN
 AD5839'DEERFIELD BEACH, GO EAST 0.1 MILE ON HIGHWAY 810 TO THE MARK.  THE
 AD5839'MARK BEARS 14.9 FEET NORTHEAST OF THE WESTERNMOST FLAGPOLE IN FRONT OF
 AD5839'THE FIRST FEDERAL OF DELRAY, 38.8 FEET WNW OF THE EASTERNMOST
 AD5839'FLAGPOLE, 22.6 FEET SOUTH OF THE CENTERLINE OF EASTBOUND LANE OF 810,
 AD5839'55.9 FEET EAST OF THE CENTER OF A MANHOLE COVER IN THE MIDDLE OF A
 AD5839'SIDEWALK.
 AD5839'THE MARK IS 6 FT ABOVE ROAD.
 AD5839
 AD5839                          STATION RECOVERY (1989)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (1989)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (1990)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (1990)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (1991)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (1994)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (1995)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (1995)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (1998)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (2001)
 AD5839
 AD5839'RECOVERY NOTE BY MORGAN AND EKLUND INC 2001 (MAB)
 AD5839'RECOVERED AS DESCRIBED
 AD5839
 AD5839                          STATION RECOVERY (2002)
 AD5839
 AD5839'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD5839'RECOVERED IN GOOD CONDITION.
 AD5839
 AD5839                          STATION RECOVERY (2002)
 AD5839
 AD5839'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)
 AD5839'RECOVERED AS DESCRIBED
 AD5839'
 AD5839'STATION RECOVERY (2002)
 AD5839'RECOVERY NOTE BY MAPTECH, INCORPORATED 2002 (CP)
 AD5839'RECOVERED AS DESCRIBED.
 AD5839
 AD5839                          STATION RECOVERY (2006)
 AD5839
 AD5839'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5839'RECOVERED AS DESCRIBED.
 AD5839
 AD5839                          STATION RECOVERY (2008)
 AD5839
 AD5839'RECOVERY NOTE BY MAPTECH INCORPORATED 2008 (CN)
 AD5839'RECOVERED AS DESCRIBED
 AD5839
 AD5839                          STATION RECOVERY (2020)
 AD5839
 AD5839'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AD5839'NOT RECOVERED.  A NEW ROAD AND CURB INLET HAS BEEN CONSTRUCTED BASED
 AD5839'ON THE DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1501 ***********************************************************************
 DM1501  DESIGNATION -  872 2832 G
 DM1501  PID         -  DM1501
 DM1501  STATE/COUNTY-  FL/BROWARD
 DM1501  COUNTRY     -  US
 DM1501  USGS QUAD   -  BOCA RATON (2018)
 DM1501
 DM1501                         *CURRENT SURVEY CONTROL
 DM1501  ______________________________________________________________________
 DM1501* NAD 83(1986) POSITION- 26 18 48.47   (N) 080 04 55.75   (W)   HD_HELD1
 DM1501* NAVD 88 ORTHO HEIGHT -     1.251 (meters)        4.10  (feet) ADJUSTED
 DM1501  ______________________________________________________________________
 DM1501  GEOID HEIGHT    -        -25.972 (meters)                     GEOID18
 DM1501  DYNAMIC HEIGHT  -          1.249 (meters)        4.10  (feet) COMP
 DM1501  MODELED GRAVITY -    979,077.8   (mgal)                       NAVD 88
 DM1501
 DM1501  VERT ORDER      -  SECOND    CLASS I
 DM1501
 DM1501.The horizontal coordinates were determined by differentially corrected
 DM1501.hand held GPS observations or other comparable positioning techniques
 DM1501.and have an estimated accuracy of +/- 3 meters.
 DM1501
 DM1501.The orthometric height was determined by differential leveling and
 DM1501.adjusted by the NATIONAL GEODETIC SURVEY
 DM1501.in September 2010.
 DM1501
 DM1501.No vertical observational check was made to the station.
 DM1501
 DM1501.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1501.GEOID18 height accuracy estimate available here.
 DM1501
 DM1501.Click photographs - Photos may exist for this station.
 DM1501
 DM1501.The dynamic height is computed by dividing the NAVD 88
 DM1501.geopotential number by the normal gravity value computed on the
 DM1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1501.degrees latitude (g = 980.6199 gals.).
 DM1501
 DM1501.The modeled gravity was interpolated from observed gravity values.
 DM1501
 DM1501;                    North         East    Units  Estimated Accuracy
 DM1501;SPC FL E     -   219,667.0     291,644.5     MT  (+/- 3 meters HH1 GPS) 
 DM1501
 DM1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9161310724(NAD 83)
 DM1501
 DM1501                          SUPERSEDED SURVEY CONTROL
 DM1501
 DM1501.No superseded survey control is available for this station.
 DM1501
 DM1501_MARKER: DD = SURVEY DISK
 DM1501_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1501_SP_SET: SEAWALL
 DM1501_STAMPING: 2832 G 2006
 DM1501_MARK LOGO: FLDEP
 DM1501_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1501+STABILITY: SURFACE MOTION
 DM1501_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1501+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2020
 DM1501
 DM1501  HISTORY     - Date     Condition        Report By
 DM1501  HISTORY     - 20061120 MONUMENTED       FLDEP
 DM1501  HISTORY     - 20200826 GOOD             T2UES
 DM1501
 DM1501                          STATION DESCRIPTION
 DM1501
 DM1501'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DM1501'THE MARK IS IN DEERFIELD BEACH, IN SECTION 5, TOWNSHIP 48 SOUTH, RANGE
 DM1501'43 EAST.
 DM1501'
 DM1501'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 DM1501'HIGHWAY) AND STATE HIGHWAY 810 (EAST HILLSBORO BOULEVARD) IN DEERFIELD
 DM1501'BEACH, GO EAST ON STATE HIGHWAY 810 (EAST HILLSBORO BOULEVARD) FOR 0.5
 DM1501'MI (0.8 KM) TO THE INTERSECTION OF SE 15TH TERRACE.  TURN RIGHT ON SE
 DM1501'15TH TERRACE AND GO SOUTHEASTERLY FOR 0.1 MI (0.2 KM) TO THE ENTRANCE
 DM1501'OF THE COVE RESTAURANT AND MARINA AT THE JUNCTION OF SE 17TH AVENUE
 DM1501'AND THE MARK, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF THE SEAWALL
 DM1501'IN THE NORTHWEST CORNER OF THE BOAT BASIN SOUTH OF THE RESTAURANT.
 DM1501'
 DM1501'LOCATED 145.7 FT (44.4 M) EAST OF THE CENTERLINE OF SE 17TH AVENUE,
 DM1501'135.9 FT (41.4 M) WEST OF THE SOUTHWEST CORNER OF THE RESTAURANT, 32.0
 DM1501'FT (9.8 M) SOUTH OF THE CENTERLINE OF THE RESTAURANT ENTRANCE DRIVE,
 DM1501'3.1 FT (0.9 M) EAST OF THE WEST EDGE OF THE SEAWALL AT THE NORTHWEST
 DM1501'CORNER OF THE BOAT BASIN AND 0.7 FT (0.2 M) SOUTH OF A CARSONITE
 DM1501'WITNESS POST.
 DM1501
 DM1501                          STATION RECOVERY (2020)
 DM1501
 DM1501'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 DM1501'RECOVERED IN GOOD CONDITION.
 DM1501'
 DM1501'NOTE-THE ASSOCIATION WOULD NOT ALLOW THE CREW TO RUN LEVELS TO THE
 DM1501'STATION.
 DM1501'
 DM1501'NOTE-OWNERSHIP IS CSHJ LOTS, LLC, 728 CASA LOMA BOULEVARD, BOYNTON
 DM1501'BEACH, FL 33435.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1502 ***********************************************************************
 DM1502  DESIGNATION -  872 2832 H
 DM1502  PID         -  DM1502
 DM1502  STATE/COUNTY-  FL/BROWARD
 DM1502  COUNTRY     -  US
 DM1502  USGS QUAD   -  BOCA RATON (2018)
 DM1502
 DM1502                         *CURRENT SURVEY CONTROL
 DM1502  ______________________________________________________________________
 DM1502* NAD 83(1986) POSITION- 26 18 46.65   (N) 080 04 55.55   (W)   HD_HELD1
 DM1502* NAVD 88 ORTHO HEIGHT -     1.249 (meters)        4.10  (feet) ADJUSTED
 DM1502  ______________________________________________________________________
 DM1502  GEOID HEIGHT    -        -25.972 (meters)                     GEOID18
 DM1502  DYNAMIC HEIGHT  -          1.247 (meters)        4.09  (feet) COMP
 DM1502  MODELED GRAVITY -    979,077.7   (mgal)                       NAVD 88
 DM1502
 DM1502  VERT ORDER      -  SECOND    CLASS I
 DM1502
 DM1502.The horizontal coordinates were determined by differentially corrected
 DM1502.hand held GPS observations or other comparable positioning techniques
 DM1502.and have an estimated accuracy of +/- 3 meters.
 DM1502
 DM1502.The orthometric height was determined by differential leveling and
 DM1502.adjusted by the NATIONAL GEODETIC SURVEY
 DM1502.in September 2010.
 DM1502
 DM1502.No vertical observational check was made to the station.
 DM1502
 DM1502.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1502.GEOID18 height accuracy estimate available here.
 DM1502
 DM1502.Click photographs - Photos may exist for this station.
 DM1502
 DM1502.The dynamic height is computed by dividing the NAVD 88
 DM1502.geopotential number by the normal gravity value computed on the
 DM1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1502.degrees latitude (g = 980.6199 gals.).
 DM1502
 DM1502.The modeled gravity was interpolated from observed gravity values.
 DM1502
 DM1502;                    North         East    Units  Estimated Accuracy
 DM1502;SPC FL E     -   219,611.0     291,650.5     MT  (+/- 3 meters HH1 GPS) 
 DM1502
 DM1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9161910668(NAD 83)
 DM1502
 DM1502                          SUPERSEDED SURVEY CONTROL
 DM1502
 DM1502.No superseded survey control is available for this station.
 DM1502
 DM1502_MARKER: DD = SURVEY DISK
 DM1502_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1502_SP_SET: SEAWALL
 DM1502_STAMPING: 2832 H 2006
 DM1502_MARK LOGO: FLDEP
 DM1502_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1502+STABILITY: SURFACE MOTION
 DM1502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1502+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2020
 DM1502
 DM1502  HISTORY     - Date     Condition        Report By
 DM1502  HISTORY     - 20061120 MONUMENTED       FLDEP
 DM1502  HISTORY     - 20200827 GOOD             T2UES
 DM1502
 DM1502                          STATION DESCRIPTION
 DM1502
 DM1502'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DM1502'THE MARK IS IN DEERFIELD BEACH, IN SECTION 5, TOWNSHIP 48 SOUTH, RANGE
 DM1502'43 EAST.
 DM1502'
 DM1502'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 (FEDERAL
 DM1502'HIGHWAY) AND STATE HIGHWAY 810 (EAST HILLSBORO BOULEVARD) IN DEERFIELD
 DM1502'BEACH, GO EAST ON STATE HIGHWAY 810 (EAST HILLSBORO BOULEVARD) FOR 0.5
 DM1502'MI (0.8 KM) TO THE INTERSECTION OF SE 15TH TERRACE.  TURN RIGHT ON SE
 DM1502'15TH TERRACE AND GO SOUTHEASTERLY FOR 0.1 MI (0.2 KM) TO THE ENTRANCE
 DM1502'OF THE COVE RESTAURANT AND MARINA AT THE JUNCTION OF SE 17TH AVENUE
 DM1502'AND THE MARK, A FLDEP SURVEY DISK SET FLUSH IN THE SEAWALL AT THE
 DM1502'SOUTHWEST CORNER OF THE BOAT BASIN SOUTH OF THE RESTAURANT.
 DM1502'
 DM1502'LOCATED 184.4 FT (56.2 M) SOUTH OF AN FLDEP SURVEY STATION 2832 G,
 DM1502'114.3 FT (34.8 M) NORTH OF THE CENTERLINE OF SE 17TH TERRACE, 96.4 FT
 DM1502'(29.4 M) WEST OF THE EAST END OF THE SOUTH SEAWALL OF THE BOAT BASIN
 DM1502'SOUTH OF THE RESTAURANT, 13.6 FT (4.1 M) EAST OF THE WEST EDGE OF THE
 DM1502'SEAWALL AT THE SOUTHWEST CORNER OF THE BOAT BASIN AND 1.8 FT (0.5 M)
 DM1502'NORTH OF A CARSONITE WITNESS POST.
 DM1502
 DM1502                          STATION RECOVERY (2020)
 DM1502
 DM1502'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 DM1502'RECOVERED IN GOOD CONDITION.
 DM1502'
 DM1502'NOTE-THE ASSOCIATION WOULD NOT ALLOW THE CREW TO RUN LEVELS TO THE
 DM1502'STATION.
 DM1502'
 DM1502'NOTE-OWNERSHIP IS CSHJ LOTS, LLC 728 CASA LOMA BOULEVARD, BOYNTON
 DM1502'BEACH, FL 33435.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6606 ***********************************************************************
 DR6606  TIDAL BM    -  This is a Tidal Bench Mark.
 DR6606  DESIGNATION -  872 2832 J
 DR6606  PID         -  DR6606
 DR6606  STATE/COUNTY-  FL/BROWARD
 DR6606  COUNTRY     -  US
 DR6606  USGS QUAD   -  BOCA RATON (2018)
 DR6606
 DR6606                         *CURRENT SURVEY CONTROL
 DR6606  ______________________________________________________________________
 DR6606* NAD 83(1986) POSITION- 26 19 08.97   (N) 080 05 26.48   (W)   HD_HELD1
 DR6606* NAVD 88 ORTHO HEIGHT -     2.625 (meters)        8.61  (feet) ADJUSTED
 DR6606  ______________________________________________________________________
 DR6606  GEOID HEIGHT    -        -25.941 (meters)                     GEOID18
 DR6606  DYNAMIC HEIGHT  -          2.621 (meters)        8.60  (feet) COMP
 DR6606  MODELED GRAVITY -    979,078.6   (mgal)                       NAVD 88
 DR6606
 DR6606  VERT ORDER      -  SECOND    CLASS I
 DR6606
 DR6606.The horizontal coordinates were determined by differentially corrected
 DR6606.hand held GPS observations or other comparable positioning techniques
 DR6606.and have an estimated accuracy of +/- 3 meters.
 DR6606
 DR6606.The orthometric height was determined by differential leveling and
 DR6606.adjusted by the NATIONAL GEODETIC SURVEY
 DR6606.in March 2021.
 DR6606
 DR6606.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6606.GEOID18 height accuracy estimate available here.
 DR6606
 DR6606.This Tidal Bench Mark is designated as VM 24813
 DR6606.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR6606
 DR6606.Click photographs - Photos may exist for this station.
 DR6606
 DR6606.The dynamic height is computed by dividing the NAVD 88
 DR6606.geopotential number by the normal gravity value computed on the
 DR6606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6606.degrees latitude (g = 980.6199 gals.).
 DR6606
 DR6606.The modeled gravity was interpolated from observed gravity values.
 DR6606
 DR6606;                    North         East    Units  Estimated Accuracy
 DR6606;SPC FL E     -   220,291.9     290,787.7     MT  (+/- 3 meters HH1 GPS) 
 DR6606
 DR6606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9075611348(NAD 83)
 DR6606
 DR6606                          SUPERSEDED SURVEY CONTROL
 DR6606
 DR6606.No superseded survey control is available for this station.
 DR6606
 DR6606_MARKER: F = FLANGE-ENCASED ROD
 DR6606_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR6606_STAMPING: 2832 J 2021
 DR6606_MARK LOGO: T2UES
 DR6606_PROJECTION: RECESSED 12 CENTIMETERS
 DR6606_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6606_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6606+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2021
 DR6606_ROD/PIPE-DEPTH: 12.5 meters
 DR6606
 DR6606  HISTORY     - Date     Condition        Report By
 DR6606  HISTORY     - 20210118 MONUMENTED       T2UES
 DR6606
 DR6606                          STATION DESCRIPTION
 DR6606
 DR6606'DESCRIBED BY T2 UES, INC. 2021 (SU)
 DR6606'THE STATION IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST OF WEST DIXIE BEND,
 DR6606'6.0 MI (9.7 KM) NORTH-NORTHEAST OF POMPANO BEACH AND 2.7 MI (4.4 KM)
 DR6606'SOUTH OF BOCA RATON.
 DR6606'
 DR6606'THE STATION CAN BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 1
 DR6606'(NORTH AND SOUTH FEDERAL HIGHWAY) AND EAST HILLSBORO BOULEVARD, GO
 DR6606'NORTH ALONG U.S. HIGHWAY 1 (NORTH FEDERAL HIGHWAY) APPROXIMATELY 400
 DR6606'FT (128.0 M) TO THE STATION SET IN THE MEDIAN ON THE LEFT.
 DR6606'
 DR6606'THE STATION IS 90 FT (27.4 M) SOUTHEAST OF A METAL LIGHT TOWER NUMBER
 DR6606'86PI77, 56 FT (17.1 M) SOUTH OF A 20 INCH (51 CM) ROYAL PALM, 38.2 FT
 DR6606'(11.6 M) SOUTHWEST OF THE EAST POST OF A DOUBLE POST SIGN, 5.0 FT (1.5
 DR6606'M) WEST OF THE BACK OF CURB OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 1,
 DR6606'AND 5.0 FT (1.5 M) EAST OF THE BACK OF CURB OF THE NORTHBOUND LANE OF
 DR6606'U.S. HIGHWAY 1.
 DR6606'
 DR6606'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DR6606'
 DR6606'NOTE-A MAGNETIC WAS DROPPED INSIDE OF THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6607 ***********************************************************************
 DR6607  TIDAL BM    -  This is a Tidal Bench Mark.
 DR6607  DESIGNATION -  872 2832 K
 DR6607  PID         -  DR6607
 DR6607  STATE/COUNTY-  FL/BROWARD
 DR6607  COUNTRY     -  US
 DR6607  USGS QUAD   -  BOCA RATON (2018)
 DR6607
 DR6607                         *CURRENT SURVEY CONTROL
 DR6607  ______________________________________________________________________
 DR6607* NAD 83(1986) POSITION- 26 18 46.49   (N) 080 04 57.44   (W)   HD_HELD1
 DR6607* NAVD 88 ORTHO HEIGHT -     1.307 (meters)        4.29  (feet) ADJUSTED
 DR6607  ______________________________________________________________________
 DR6607  GEOID HEIGHT    -        -25.970 (meters)                     GEOID18
 DR6607  DYNAMIC HEIGHT  -          1.305 (meters)        4.28  (feet) COMP
 DR6607  MODELED GRAVITY -    979,077.7   (mgal)                       NAVD 88
 DR6607
 DR6607  VERT ORDER      -  SECOND    CLASS I
 DR6607
 DR6607.The horizontal coordinates were determined by differentially corrected
 DR6607.hand held GPS observations or other comparable positioning techniques
 DR6607.and have an estimated accuracy of +/- 3 meters.
 DR6607
 DR6607.The orthometric height was determined by differential leveling and
 DR6607.adjusted by the NATIONAL GEODETIC SURVEY
 DR6607.in March 2021.
 DR6607
 DR6607.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6607.GEOID18 height accuracy estimate available here.
 DR6607
 DR6607.This Tidal Bench Mark is designated as VM 24814
 DR6607.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR6607
 DR6607.Click photographs - Photos may exist for this station.
 DR6607
 DR6607.The dynamic height is computed by dividing the NAVD 88
 DR6607.geopotential number by the normal gravity value computed on the
 DR6607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6607.degrees latitude (g = 980.6199 gals.).
 DR6607
 DR6607.The modeled gravity was interpolated from observed gravity values.
 DR6607
 DR6607;                    North         East    Units  Estimated Accuracy
 DR6607;SPC FL E     -   219,605.7     291,598.1     MT  (+/- 3 meters HH1 GPS) 
 DR6607
 DR6607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9156610662(NAD 83)
 DR6607
 DR6607                          SUPERSEDED SURVEY CONTROL
 DR6607
 DR6607.No superseded survey control is available for this station.
 DR6607
 DR6607_MARKER: F = FLANGE-ENCASED ROD
 DR6607_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR6607_STAMPING: 2832 K 2021
 DR6607_MARK LOGO: T2UES
 DR6607_PROJECTION: RECESSED 11 CENTIMETERS
 DR6607_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6607_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6607+SATELLITE: SATELLITE OBSERVATIONS - February 03, 2021
 DR6607_ROD/PIPE-DEPTH: 7.8 meters
 DR6607
 DR6607  HISTORY     - Date     Condition        Report By
 DR6607  HISTORY     - 20210203 MONUMENTED       T2UES
 DR6607
 DR6607                          STATION DESCRIPTION
 DR6607
 DR6607'DESCRIBED BY T2 UES, INC. 2021 (SU)
 DR6607'THE STATION IS LOCATED ABOUT 7.4 MI (11.9 KM) EAST OF WEST DIXIE BEND,
 DR6607'5.8 MI (9.4 KM) NORTH-NORTHEAST OF POMPANO BEACH AND 3.1 MI (5.0 KM)
 DR6607'SOUTH OF BOCA RATON.
 DR6607'
 DR6607'THE STATION CAN BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY 1
 DR6607'(NORTH AND SOUTH FEDERAL HIGHWAY) AND EAST HILLSBORO BOULEVARD, GO 0.4
 DR6607'MI (0.6 KM) SOUTHEAST ALONG EAST HILLSBORO BOULEVARD TO THE JUNCTION
 DR6607'OF SE 15TH AVENUE, TURN RIGHT (SOUTH) FOR 0.15 MI (0.24 KM) ALONG SE
 DR6607'15TH AVENUE TO THE INTERSECTION OF SE FOURTH STREET, TURN LEFT (EAST)
 DR6607'FOR 0.20 MI (0.32 KM) ALONG SE 4TH STREET TO THE INTERSECTION OF SE
 DR6607'17TH AVENUE AND THE MARK ON THE LEFT AT THE NORTHWEST CORNER OF THE
 DR6607'INTERSECTION.
 DR6607'
 DR6607'THE STATION IS LOCATED 16.5 FT (5.0 M) WEST OF THE CENTER OF A CATCH
 DR6607'BASIN, 8.0 FT (2.4 M) SOUTH OF A 10 INCH (25 CM) PALM TREE, 6.5 FT
 DR6607'(2.0 M) NORTH OF THE NORTH EDGE OF PAVEMENT OF SE FOURTH STREET, AND
 DR6607'2.0 FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DR6607'
 DR6607'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 DR6607'
 DR6607'NOTE-A MAGNETIC WAS DROPPED INSIDE OF THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5837 ***********************************************************************
 AD5837  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5837  DESIGNATION -  872 2832 TIDAL 1
 AD5837  PID         -  AD5837
 AD5837  STATE/COUNTY-  FL/BROWARD
 AD5837  COUNTRY     -  US
 AD5837  USGS QUAD   -  BOCA RATON (2018)
 AD5837
 AD5837                         *CURRENT SURVEY CONTROL
 AD5837  ______________________________________________________________________
 AD5837* NAD 83(1986) POSITION- 26 18 47.     (N) 080 04 52.     (W)   SCALED
 AD5837* NAVD 88 ORTHO HEIGHT -     1.104 (meters)        3.62  (feet) ADJUSTED
 AD5837  ______________________________________________________________________
 AD5837  GEOID HEIGHT    -        -25.976 (meters)                     GEOID18
 AD5837  DYNAMIC HEIGHT  -          1.102 (meters)        3.62  (feet) COMP
 AD5837  MODELED GRAVITY -    979,077.8   (mgal)                       NAVD 88
 AD5837
 AD5837  VERT ORDER      -  SECOND    CLASS I
 AD5837
 AD5837.The horizontal coordinates were scaled from a map and have
 AD5837.an estimated accuracy of +/- 6 seconds.
 AD5837
 AD5837.The orthometric height was determined by differential leveling and
 AD5837.adjusted by the NATIONAL GEODETIC SURVEY
 AD5837.in June 1991.
 AD5837
 AD5837.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5837.GEOID18 height accuracy estimate available here.
 AD5837
 AD5837.This Tidal Bench Mark is designated as VM 5650
 AD5837.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5837
 AD5837.Click photographs - Photos may exist for this station.
 AD5837
 AD5837.The dynamic height is computed by dividing the NAVD 88
 AD5837.geopotential number by the normal gravity value computed on the
 AD5837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5837.degrees latitude (g = 980.6199 gals.).
 AD5837
 AD5837.The modeled gravity was interpolated from observed gravity values.
 AD5837
 AD5837;                    North         East    Units  Estimated Accuracy
 AD5837;SPC FL E     -   219,620.      291,750.      MT  (+/- 180 meters Scaled)
 AD5837
 AD5837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK917106(NAD 83)
 AD5837
 AD5837                          SUPERSEDED SURVEY CONTROL
 AD5837
 AD5837  NGVD 29 (09/01/92)    1.585  (m)            5.20   (f) ADJUSTED    2 1
 AD5837
 AD5837.Superseded values are not recommended for survey control.
 AD5837
 AD5837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5837.See file dsdata.pdf to determine how the superseded data were derived.
 AD5837
 AD5837_MARKER: DJ = TIDAL STATION DISK
 AD5837_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5837_SP_SET: SEAWALL
 AD5837_STAMPING: NO 1 1973
 AD5837_MARK LOGO: NOS
 AD5837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5837+STABILITY: SURFACE MOTION
 AD5837
 AD5837  HISTORY     - Date     Condition        Report By
 AD5837  HISTORY     - 1973     MONUMENTED       NOS
 AD5837  HISTORY     - 1981     GOOD             FLDNR
 AD5837  HISTORY     - 1989     GOOD             USPSQD
 AD5837  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5837  HISTORY     - 1990     GOOD             USPSQD
 AD5837  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AD5837  HISTORY     - 19940312 GOOD             USPSQD
 AD5837  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD5837  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AD5837  HISTORY     - 19980218 GOOD             USPSQD
 AD5837  HISTORY     - 20020212 GOOD             USPSQD
 AD5837  HISTORY     - 20200827 MARK NOT FOUND   T2UES
 AD5837
 AD5837                          STATION DESCRIPTION
 AD5837
 AD5837'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5837'IN DEERFIELD BEACH.
 AD5837'BEGINNING AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AD5837'HIGHWAY 810 IN DEERFIELD BEACH, GO EAST 0.25 MILE ON HIGHWAY 810 TO
 AD5837'S.E. 12TH AVENUE, GO SOUTH 0.15 MILE ON S.E. 12TH AVENUE TO S.E. 3RD
 AD5837'COURT, GO EAST 0.35 MILE ON S.E. 3RD COURT TO ITS END AT THE COVE
 AD5837'MARINA AND THE MARK.  THE MARK BEARS 12.5 FEET WEST OF THE EAST END OF
 AD5837'THE SEAWALL.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5837'THE MARK IS ABOVE LEVEL WITH SEAWALL.
 AD5837
 AD5837                          STATION RECOVERY (1989)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5837'RECOVERED IN GOOD CONDITION.
 AD5837
 AD5837                          STATION RECOVERY (1989)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5837'MARK NOT FOUND.
 AD5837
 AD5837                          STATION RECOVERY (1990)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 1990 (JEM)
 AD5837'RECOVERED IN GOOD CONDITION.
 AD5837
 AD5837                          STATION RECOVERY (1991)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5837'MARK NOT FOUND.
 AD5837
 AD5837                          STATION RECOVERY (1994)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5837'RECOVERED IN GOOD CONDITION.
 AD5837
 AD5837                          STATION RECOVERY (1995)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5837'MARK NOT FOUND.
 AD5837
 AD5837                          STATION RECOVERY (1995)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5837'MARK NOT FOUND.
 AD5837
 AD5837                          STATION RECOVERY (1998)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5837'RECOVERED IN GOOD CONDITION.
 AD5837
 AD5837                          STATION RECOVERY (2002)
 AD5837
 AD5837'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD5837'RECOVERED IN GOOD CONDITION.
 AD5837
 AD5837                          STATION RECOVERY (2020)
 AD5837
 AD5837'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AD5837'NOT RECOVERED.  SEARCHED FOR BUT SEAWALL APPEARS TO HAVE BEEN
 AD5837'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5836 ***********************************************************************
 AD5836  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5836  DESIGNATION -  872 2832 TIDAL 2
 AD5836  PID         -  AD5836
 AD5836  STATE/COUNTY-  FL/BROWARD
 AD5836  COUNTRY     -  US
 AD5836  USGS QUAD   -  BOCA RATON (2018)
 AD5836
 AD5836                         *CURRENT SURVEY CONTROL
 AD5836  ______________________________________________________________________
 AD5836* NAD 83(1986) POSITION- 26 18 47.     (N) 080 04 57.     (W)   SCALED
 AD5836* NAVD 88 ORTHO HEIGHT -     1.125 (meters)        3.69  (feet) ADJUSTED
 AD5836  ______________________________________________________________________
 AD5836  GEOID HEIGHT    -        -25.970 (meters)                     GEOID18
 AD5836  DYNAMIC HEIGHT  -          1.124 (meters)        3.69  (feet) COMP
 AD5836  MODELED GRAVITY -    979,077.8   (mgal)                       NAVD 88
 AD5836
 AD5836  VERT ORDER      -  SECOND    CLASS I
 AD5836
 AD5836.The horizontal coordinates were scaled from a map and have
 AD5836.an estimated accuracy of +/- 6 seconds.
 AD5836
 AD5836.The orthometric height was determined by differential leveling and
 AD5836.adjusted by the NATIONAL GEODETIC SURVEY
 AD5836.in June 1991.
 AD5836
 AD5836.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5836.GEOID18 height accuracy estimate available here.
 AD5836
 AD5836.This Tidal Bench Mark is designated as VM 5651
 AD5836.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5836
 AD5836.Click photographs - Photos may exist for this station.
 AD5836
 AD5836.The dynamic height is computed by dividing the NAVD 88
 AD5836.geopotential number by the normal gravity value computed on the
 AD5836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5836.degrees latitude (g = 980.6199 gals.).
 AD5836
 AD5836.The modeled gravity was interpolated from observed gravity values.
 AD5836
 AD5836;                    North         East    Units  Estimated Accuracy
 AD5836;SPC FL E     -   219,620.      291,610.      MT  (+/- 180 meters Scaled)
 AD5836
 AD5836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK915106(NAD 83)
 AD5836
 AD5836                          SUPERSEDED SURVEY CONTROL
 AD5836
 AD5836  NGVD 29 (09/01/92)    1.607  (m)            5.27   (f) ADJUSTED    2 1
 AD5836
 AD5836.Superseded values are not recommended for survey control.
 AD5836
 AD5836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5836.See file dsdata.pdf to determine how the superseded data were derived.
 AD5836
 AD5836_MARKER: DJ = TIDAL STATION DISK
 AD5836_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5836_SP_SET: SEAWALL
 AD5836_STAMPING: NO 2 1973
 AD5836_MARK LOGO: NOS
 AD5836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5836+STABILITY: SURFACE MOTION
 AD5836
 AD5836  HISTORY     - Date     Condition        Report By
 AD5836  HISTORY     - 1973     MONUMENTED       NOS
 AD5836  HISTORY     - 1981     GOOD             FLDNR
 AD5836  HISTORY     - 1989     GOOD             USPSQD
 AD5836  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5836  HISTORY     - 1990     GOOD             USPSQD
 AD5836  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AD5836  HISTORY     - 19940312 MARK NOT FOUND   USPSQD
 AD5836  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD5836  HISTORY     - 19980218 MARK NOT FOUND   USPSQD
 AD5836  HISTORY     - 20010912 MARK NOT FOUND   USPSQD
 AD5836  HISTORY     - 20020912 MARK NOT FOUND   USPSQD
 AD5836  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5836  HISTORY     - 20200827 MARK NOT FOUND   T2UES
 AD5836
 AD5836                          STATION DESCRIPTION
 AD5836
 AD5836'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5836'IN DEERFIELD BEACH.
 AD5836'BEGINNING AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AD5836'HIGHWAY 810 IN DEERFIELD BEACH, GO EAST 0.25 MILE ON HIGHWAY 810 TO
 AD5836'S.E. 12TH AVENUE, GO SOUTH 0.15 MILE ON S.E. 12TH AVENUE TO S.E. 3RD
 AD5836'COURT, GO EAST 0.35 MILE ON S.E. 3RD COURT TO ITS END AT THE COVE
 AD5836'MARINA AND THE MARK.  THE MARK BEARS 72.9 FEET WEST OF THE EAST END OF
 AD5836'THE SEAWALL.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5836'THE MARK IS ABOVE LEVEL WITH SEAWALL.
 AD5836
 AD5836                          STATION RECOVERY (1989)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5836'RECOVERED IN GOOD CONDITION.
 AD5836
 AD5836                          STATION RECOVERY (1989)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5836'MARK NOT FOUND.
 AD5836
 AD5836                          STATION RECOVERY (1990)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5836'RECOVERED IN GOOD CONDITION.
 AD5836
 AD5836                          STATION RECOVERY (1991)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5836'MARK NOT FOUND.
 AD5836
 AD5836                          STATION RECOVERY (1994)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5836'MARK NOT FOUND.
 AD5836
 AD5836                          STATION RECOVERY (1995)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5836'MARK NOT FOUND.
 AD5836
 AD5836                          STATION RECOVERY (1998)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5836'MARK NOT FOUND.
 AD5836
 AD5836                          STATION RECOVERY (2001)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWL)
 AD5836'MARK NOT FOUND.
 AD5836
 AD5836                          STATION RECOVERY (2002)
 AD5836
 AD5836'RECOVERY NOTE BY US POWER SQUADRON 2002 (TM)
 AD5836'MARK NOT FOUND.
 AD5836
 AD5836                          STATION RECOVERY (2004)
 AD5836
 AD5836'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5836'MARK NOT FOUND SEAWALL HAS BEEN REPLACED.
 AD5836
 AD5836                          STATION RECOVERY (2020)
 AD5836
 AD5836'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AD5836'NOT RECOVERED.  SEARCHED FOR BUT SEAWALL APPEARS TO HAVE BEEN
 AD5836'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5835 ***********************************************************************
 AD5835  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5835  DESIGNATION -  872 2832 TIDAL 3
 AD5835  PID         -  AD5835
 AD5835  STATE/COUNTY-  FL/BROWARD
 AD5835  COUNTRY     -  US
 AD5835  USGS QUAD   -  BOCA RATON (2018)
 AD5835
 AD5835                         *CURRENT SURVEY CONTROL
 AD5835  ______________________________________________________________________
 AD5835* NAD 83(1986) POSITION- 26 18 47.     (N) 080 04 54.     (W)   SCALED
 AD5835* NAVD 88 ORTHO HEIGHT -     1.122 (meters)        3.68  (feet) ADJUSTED
 AD5835  ______________________________________________________________________
 AD5835  GEOID HEIGHT    -        -25.974 (meters)                     GEOID18
 AD5835  DYNAMIC HEIGHT  -          1.121 (meters)        3.68  (feet) COMP
 AD5835  MODELED GRAVITY -    979,077.8   (mgal)                       NAVD 88
 AD5835
 AD5835  VERT ORDER      -  SECOND    CLASS I
 AD5835
 AD5835.The horizontal coordinates were scaled from a map and have
 AD5835.an estimated accuracy of +/- 6 seconds.
 AD5835
 AD5835.The orthometric height was determined by differential leveling and
 AD5835.adjusted by the NATIONAL GEODETIC SURVEY
 AD5835.in June 1991.
 AD5835
 AD5835.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5835.GEOID18 height accuracy estimate available here.
 AD5835
 AD5835.This Tidal Bench Mark is designated as VM 5652
 AD5835.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5835
 AD5835.Click photographs - Photos may exist for this station.
 AD5835
 AD5835.The dynamic height is computed by dividing the NAVD 88
 AD5835.geopotential number by the normal gravity value computed on the
 AD5835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5835.degrees latitude (g = 980.6199 gals.).
 AD5835
 AD5835.The modeled gravity was interpolated from observed gravity values.
 AD5835
 AD5835;                    North         East    Units  Estimated Accuracy
 AD5835;SPC FL E     -   219,620.      291,690.      MT  (+/- 180 meters Scaled)
 AD5835
 AD5835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK916106(NAD 83)
 AD5835
 AD5835                          SUPERSEDED SURVEY CONTROL
 AD5835
 AD5835  NGVD 29 (09/01/92)    1.604  (m)            5.26   (f) ADJUSTED    2 1
 AD5835
 AD5835.Superseded values are not recommended for survey control.
 AD5835
 AD5835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5835.See file dsdata.pdf to determine how the superseded data were derived.
 AD5835
 AD5835_MARKER: DJ = TIDAL STATION DISK
 AD5835_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5835_SP_SET: SEAWALL
 AD5835_STAMPING: NO 3 1973
 AD5835_MARK LOGO: NOS
 AD5835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5835+STABILITY: SURFACE MOTION
 AD5835
 AD5835  HISTORY     - Date     Condition        Report By
 AD5835  HISTORY     - 1973     MONUMENTED       NOS
 AD5835  HISTORY     - 1981     GOOD             FLDNR
 AD5835  HISTORY     - 1989     GOOD             USPSQD
 AD5835  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5835  HISTORY     - 1990     GOOD             USPSQD
 AD5835  HISTORY     - 19910607 MARK NOT FOUND   USPSQD
 AD5835  HISTORY     - 19940312 MARK NOT FOUND   USPSQD
 AD5835  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD5835  HISTORY     - 19950610 MARK NOT FOUND   USPSQD
 AD5835  HISTORY     - 19980218 MARK NOT FOUND   USPSQD
 AD5835  HISTORY     - 20010912 MARK NOT FOUND   USPSQD
 AD5835  HISTORY     - 20020912 MARK NOT FOUND   USPSQD
 AD5835  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5835  HISTORY     - 20200827 MARK NOT FOUND   T2UES
 AD5835
 AD5835                          STATION DESCRIPTION
 AD5835
 AD5835'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5835'IN DEERFIELD BEACH.
 AD5835'BEGINNING AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AD5835'HIGHWAY 810 IN DEERFIELD BEACH, GO EAST 0.25 MILE ON HIGHWAY 810 TO
 AD5835'S.E. 12TH AVENUE, GO SOUTH 0.15 MILE ON S.E. 12TH AVENUE TO S.E. 3RD
 AD5835'COURT, GO EAST 0.35 MILE ON S.E. 3RD COURT TO ITS END AT THE COVE
 AD5835'MARINA AND THE MARK.  THE MARK BEARS 132 FEET WEST OF THE EAST END OF
 AD5835'THE SEAWALL, 124.9 FEET EAST OF THE WEST END OF THE SEAWALL.
 AD5835'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5835'THE MARK IS ABOVE LEVEL WITH SEAWALL.
 AD5835
 AD5835                          STATION RECOVERY (1989)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5835'RECOVERED IN GOOD CONDITION.
 AD5835
 AD5835                          STATION RECOVERY (1989)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5835'MARK NOT FOUND.
 AD5835
 AD5835                          STATION RECOVERY (1990)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5835'RECOVERED IN GOOD CONDITION.
 AD5835
 AD5835                          STATION RECOVERY (1991)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5835'MARK NOT FOUND.
 AD5835
 AD5835                          STATION RECOVERY (1994)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5835'MARK NOT FOUND.
 AD5835
 AD5835                          STATION RECOVERY (1995)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5835'MARK NOT FOUND.
 AD5835
 AD5835                          STATION RECOVERY (1995)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5835'MARK NOT FOUND.
 AD5835
 AD5835                          STATION RECOVERY (1998)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5835'MARK NOT FOUND.
 AD5835
 AD5835                          STATION RECOVERY (2001)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 2001 (RWL)
 AD5835'MARK NOT FOUND.
 AD5835
 AD5835                          STATION RECOVERY (2002)
 AD5835
 AD5835'RECOVERY NOTE BY US POWER SQUADRON 2002 (TM)
 AD5835'MARK NOT FOUND.
 AD5835
 AD5835                          STATION RECOVERY (2004)
 AD5835
 AD5835'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5835'MARK NOT FOUND SEAWALL HAS BEEN REPLACED.
 AD5835
 AD5835                          STATION RECOVERY (2020)
 AD5835
 AD5835'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AD5835'NOT RECOVERED.  SEARCHED FOR BUT SEAWALL APPEARS TO HAVE BEEN
 AD5835'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5838 ***********************************************************************
 AD5838  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5838  DESIGNATION -  872 2832 TIDAL 4
 AD5838  PID         -  AD5838
 AD5838  STATE/COUNTY-  FL/BROWARD
 AD5838  COUNTRY     -  US
 AD5838  USGS QUAD   -  BOCA RATON (2018)
 AD5838
 AD5838                         *CURRENT SURVEY CONTROL
 AD5838  ______________________________________________________________________
 AD5838* NAD 83(2011) POSITION- 26 18 48.47801(N) 080 04 55.00875(W)   ADJUSTED
 AD5838* NAD 83(2011) ELLIP HT-   -24.837 (meters)        (06/27/12)   ADJUSTED
 AD5838* NAD 83(2011) EPOCH   -  2010.00
 AD5838* NAVD 88 ORTHO HEIGHT -     1.127 (meters)        3.70  (feet) ADJUSTED
 AD5838  ______________________________________________________________________
 AD5838  GEOID HEIGHT    -        -25.973 (meters)                     GEOID18
 AD5838  NAD 83(2011) X  -    985,380.504 (meters)                     COMP
 AD5838  NAD 83(2011) Y  - -5,635,491.118 (meters)                     COMP
 AD5838  NAD 83(2011) Z  -  2,810,223.386 (meters)                     COMP
 AD5838  LAPLACE CORR    -         -4.06  (seconds)                    DEFLEC18
 AD5838  DYNAMIC HEIGHT  -          1.125 (meters)        3.69  (feet) COMP
 AD5838  MODELED GRAVITY -    979,077.8   (mgal)                       NAVD 88
 AD5838
 AD5838  VERT ORDER      -  FIRST     CLASS II
 AD5838
 AD5838  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD5838  Standards:
 AD5838         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD5838            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD5838  -------------------------------------------------------------------
 AD5838  NETWORK    0.65   1.43           0.27   0.26   0.73     -0.09136366
 AD5838  -------------------------------------------------------------------
 AD5838  Click here for local accuracies and other accuracy information.
 AD5838
 AD5838.The horizontal coordinates were established by GPS observations
 AD5838.and adjusted by the National Geodetic Survey in June 2012.
 AD5838
 AD5838.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD5838.been affixed to the stable North American tectonic plate. See 
 AD5838.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD5838
 AD5838.The horizontal coordinates are valid at the epoch date displayed above
 AD5838.which is a decimal equivalence of Year/Month/Day.
 AD5838
 AD5838.The orthometric height was determined by differential leveling and
 AD5838.adjusted by the NATIONAL GEODETIC SURVEY
 AD5838.in May 2002.
 AD5838
 AD5838.No vertical observational check was made to the station.
 AD5838
 AD5838.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5838.GEOID18 height accuracy estimate available here.
 AD5838
 AD5838.This Tidal Bench Mark is designated as VM 5653
 AD5838.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5838
 AD5838.Click photographs - Photos may exist for this station.
 AD5838
 AD5838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD5838
 AD5838.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD5838
 AD5838.The ellipsoidal height was determined by GPS observations
 AD5838.and is referenced to NAD 83.
 AD5838
 AD5838.The dynamic height is computed by dividing the NAVD 88
 AD5838.geopotential number by the normal gravity value computed on the
 AD5838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5838.degrees latitude (g = 980.6199 gals.).
 AD5838
 AD5838.The modeled gravity was interpolated from observed gravity values.
 AD5838
 AD5838. The following values were computed from the NAD 83(2011) position.
 AD5838
 AD5838;                    North         East     Units Scale Factor Converg.
 AD5838;SPC FL E     -   219,667.395   291,665.081   MT  1.00004488   +0 24 25.1
 AD5838;SPC FL E     -   720,692.11    956,904.52   sFT  1.00004488   +0 24 25.1
 AD5838;UTM  17      - 2,910,724.427   591,633.806   MT  0.99970367   +0 24 25.1
 AD5838
 AD5838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD5838!SPC FL E     -   1.00000390  x   1.00004488  =   1.00004878
 AD5838!UTM  17      -   1.00000390  x   0.99970367  =   0.99970757
 AD5838
 AD5838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9163310724(NAD 83)
 AD5838
 AD5838|---------------------------------------------------------------------|
 AD5838| PID    Reference Object                     Distance      Geod. Az  |
 AD5838|                                                           dddmmss.s |
 AD5838| AJ8801 872 2832 TIDAL 5                     19.948 METERS 26855     |
 AD5838|---------------------------------------------------------------------|
 AD5838
 AD5838                          SUPERSEDED SURVEY CONTROL
 AD5838
 AD5838  NAD 83(2007)-  26 18 48.47818(N)    080 04 55.00940(W) AD(2002.00) 0
 AD5838  ELLIP H (02/10/07)  -24.823  (m)                       GP(2002.00)    
 AD5838  NAD 83(1999)-  26 18 48.47818(N)    080 04 55.00932(W) AD(       ) A
 AD5838  ELLIP H (12/09/02)  -24.812  (m)                       GP(       ) 4 1
 AD5838  NAVD 88               1.13   (m)            3.7    (f) LEVELING    3  
 AD5838  NAVD 88 (06/15/91)    1.119  (m)            3.67   (f) SUPERSEDED  2 1
 AD5838  NGVD 29 (09/01/92)    1.601  (m)            5.25   (f) ADJUSTED    2 1
 AD5838
 AD5838.Superseded values are not recommended for survey control.
 AD5838
 AD5838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5838.See file dsdata.pdf to determine how the superseded data were derived.
 AD5838
 AD5838_MARKER: DJ = TIDAL STATION DISK
 AD5838_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5838_SP_SET: SEAWALL
 AD5838_STAMPING: NO 4 1973
 AD5838_MARK LOGO: NOS
 AD5838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5838+STABILITY: SURFACE MOTION
 AD5838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5838+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2002
 AD5838
 AD5838  HISTORY     - Date     Condition        Report By
 AD5838  HISTORY     - 1973     MONUMENTED       NOS
 AD5838  HISTORY     - 1981     GOOD             FLDNR
 AD5838  HISTORY     - 1989     GOOD             USPSQD
 AD5838  HISTORY     - 1989     GOOD             USPSQD
 AD5838  HISTORY     - 1990     GOOD             USPSQD
 AD5838  HISTORY     - 1990     GOOD             USPSQD
 AD5838  HISTORY     - 19910607 GOOD             USPSQD
 AD5838  HISTORY     - 19940312 GOOD             USPSQD
 AD5838  HISTORY     - 19950606 GOOD             USPSQD
 AD5838  HISTORY     - 19950610 GOOD             USPSQD
 AD5838  HISTORY     - 19980218 GOOD             USPSQD
 AD5838  HISTORY     - 20011219 GOOD             MOREKL
 AD5838  HISTORY     - 20020220 GOOD             MAPTEC
 AD5838  HISTORY     - 20020521 GOOD             MAPTEC
 AD5838  HISTORY     - 20200826 MARK NOT FOUND   T2UES
 AD5838
 AD5838                          STATION DESCRIPTION
 AD5838
 AD5838'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5838'IN DEERFIELD BEACH.
 AD5838'BEGINNING AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AD5838'HIGHWAY 810 IN DEERFIELD BEACH, GO EAST 0.25 MILE ON HIGHWAY 810 TO
 AD5838'S.E. 12TH AVENUE, GO SOUTH 0.15 MILE ON S.E. 12TH AVENUE TO S.E. 3RD
 AD5838'COURT, GO EAST 0.35 MILE ON S.E. 3RD COURT TO ITS END AT THE COVE
 AD5838'MARINA AND THE MARK.  THE MARK BEARS 67.9 FEET EAST OF THE WEST END OF
 AD5838'THE SEAWALL.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5838'THE MARK IS ABOVE LEVEL WITH SEAWALL.
 AD5838
 AD5838                          STATION RECOVERY (1989)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (1989)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (1990)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (1990)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (1991)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (1994)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (1995)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (1995)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (1998)
 AD5838
 AD5838'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5838'RECOVERED IN GOOD CONDITION.
 AD5838
 AD5838                          STATION RECOVERY (2001)
 AD5838
 AD5838'RECOVERY NOTE BY MORGAN AND EKLUND INC 2001 (MAB)
 AD5838'RECOVERED AS DESCRIBED.
 AD5838
 AD5838                          STATION RECOVERY (2002)
 AD5838
 AD5838'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AD5838'THE STATION IS LOCATED AT THE END OF A PARKING SLOT IN A VALET
 AD5838'PARKING LOT FOR THE COVE RESTAURANT.  THE PHONE NUMBER FOR THE
 AD5838'VALET COMPANY IS 954-564-1750, PHONE NUMBER FOR VALET AT THE SITE IS
 AD5838'594-429-0802.  CALL IN ADVANCE AND VALETS WILL TRY AND WORK WITH
 AD5838'YOU IN OCCUPATION OF SURVEY MARKER.  NOTE DO NOT ARRIVE DURING
 AD5838'PEAK RESTAURANT HOURS.
 AD5838'
 AD5838'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 1 AND
 AD5838'STATE HIGHWAY 810 IN DEERFIELD BEACH, GO EAST ON HIGHWAY 810 FOR
 AD5838'0.5 MI (0.8 KM) TO RED LIGHT AND ENTRANCE TO THE COVE SHOPPING
 AD5838'CENTER.  TURN RIGHT SOUTH 0.05 MI (0.08 KM), TURN LEFT AND GO EAST
 AD5838'THROUGH PARKING LOT FOR 0.05 MI (0.08 KM) TO A STOP SIGN.  CONTINUE
 AD5838'AHEAD TOWARDS PALS CHARLES CRAB AND THE COVE RESTAURANTS FOR
 AD5838'0.05 MI (0.08 KM) TO ENTRANCES TO VALET PARKING ON LEFT AND RIGHT.
 AD5838'TURN RIGHT INTO VALET PARKING FOR THE COVE AND THE STATION IN THE
 AD5838'SEAWALL.
 AD5838'
 AD5838'THE MARK IS 21.2 M (67.9 FT) EAST OF THE NORTHWEST CORNER OF THE
 AD5838'SEAWALL  AROUND MARINA.
 AD5838
 AD5838                          STATION RECOVERY (2002)
 AD5838
 AD5838'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD5838'RECOVERED AS DESCRIBED.
 AD5838
 AD5838                          STATION RECOVERY (2020)
 AD5838
 AD5838'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AD5838'NOT RECOVERED.  SEARCHED FOR BUT SEAWALL APPEARS TO HAVE BEEN
 AD5838'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ8801 ***********************************************************************
 AJ8801  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ8801  DESIGNATION -  872 2832 TIDAL 5
 AJ8801  PID         -  AJ8801
 AJ8801  STATE/COUNTY-  FL/BROWARD
 AJ8801  COUNTRY     -  US
 AJ8801  USGS QUAD   -  BOCA RATON (2018)
 AJ8801
 AJ8801                         *CURRENT SURVEY CONTROL
 AJ8801  ______________________________________________________________________
 AJ8801* NAD 83(2011) POSITION- 26 18 48.46577(N) 080 04 55.72781(W)   ADJUSTED
 AJ8801* NAD 83(2011) ELLIP HT-   -24.827 (meters)        (06/27/12)   ADJUSTED
 AJ8801* NAD 83(2011) EPOCH   -  2010.00
 AJ8801* NAVD 88 ORTHO HEIGHT -     1.121 (meters)        3.68  (feet) ADJUSTED
 AJ8801  ______________________________________________________________________
 AJ8801  GEOID HEIGHT    -        -25.972 (meters)                     GEOID18
 AJ8801  NAD 83(2011) X  -    985,360.888 (meters)                     COMP
 AJ8801  NAD 83(2011) Y  - -5,635,494.726 (meters)                     COMP
 AJ8801  NAD 83(2011) Z  -  2,810,223.052 (meters)                     COMP
 AJ8801  LAPLACE CORR    -         -4.06  (seconds)                    DEFLEC18
 AJ8801  DYNAMIC HEIGHT  -          1.120 (meters)        3.67  (feet) COMP
 AJ8801  MODELED GRAVITY -    979,077.8   (mgal)                       NAVD 88
 AJ8801
 AJ8801  VERT ORDER      -  FIRST     CLASS II
 AJ8801
 AJ8801  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ8801  Standards:
 AJ8801         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ8801            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ8801  -------------------------------------------------------------------
 AJ8801  NETWORK    1.79   2.49           0.75   0.71   1.27     -0.17819916
 AJ8801  -------------------------------------------------------------------
 AJ8801  Click here for local accuracies and other accuracy information.
 AJ8801
 AJ8801.The horizontal coordinates were established by GPS observations
 AJ8801.and adjusted by the National Geodetic Survey in June 2012.
 AJ8801
 AJ8801.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ8801.been affixed to the stable North American tectonic plate. See 
 AJ8801.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ8801
 AJ8801.The horizontal coordinates are valid at the epoch date displayed above
 AJ8801.which is a decimal equivalence of Year/Month/Day.
 AJ8801
 AJ8801.The orthometric height was determined by differential leveling and
 AJ8801.adjusted by the NATIONAL GEODETIC SURVEY
 AJ8801.in May 2002.
 AJ8801
 AJ8801.No vertical observational check was made to the station.
 AJ8801
 AJ8801.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ8801.GEOID18 height accuracy estimate available here.
 AJ8801
 AJ8801.This Tidal Bench Mark is designated as VM 5654
 AJ8801.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AJ8801
 AJ8801.Click photographs - Photos may exist for this station.
 AJ8801
 AJ8801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ8801
 AJ8801.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ8801
 AJ8801.The ellipsoidal height was determined by GPS observations
 AJ8801.and is referenced to NAD 83.
 AJ8801
 AJ8801.The dynamic height is computed by dividing the NAVD 88
 AJ8801.geopotential number by the normal gravity value computed on the
 AJ8801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AJ8801.degrees latitude (g = 980.6199 gals.).
 AJ8801
 AJ8801.The modeled gravity was interpolated from observed gravity values.
 AJ8801
 AJ8801. The following values were computed from the NAD 83(2011) position.
 AJ8801
 AJ8801;                    North         East     Units Scale Factor Converg.
 AJ8801;SPC FL E     -   219,666.876   291,645.140   MT  1.00004484   +0 24 24.8
 AJ8801;SPC FL E     -   720,690.41    956,839.10   sFT  1.00004484   +0 24 24.8
 AJ8801;UTM  17      - 2,910,723.909   591,613.871   MT  0.99970362   +0 24 24.8
 AJ8801
 AJ8801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ8801!SPC FL E     -   1.00000390  x   1.00004484  =   1.00004874
 AJ8801!UTM  17      -   1.00000390  x   0.99970362  =   0.99970752
 AJ8801
 AJ8801:                Primary Azimuth Mark                     Grid Az
 AJ8801:SPC FL E     -  872 2832 F                               296 04 10.3
 AJ8801:UTM  17      -  872 2832 F                               296 04 10.3
 AJ8801
 AJ8801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9161310723(NAD 83)
 AJ8801
 AJ8801|---------------------------------------------------------------------|
 AJ8801| PID    Reference Object                     Distance      Geod. Az  |
 AJ8801|                                                           dddmmss.s |
 AJ8801| AD5839 872 2832 F                          APPROX. 0.7 KM 2962835.1 |
 AJ8801|---------------------------------------------------------------------|
 AJ8801
 AJ8801                          SUPERSEDED SURVEY CONTROL
 AJ8801
 AJ8801  NAD 83(2007)-  26 18 48.46595(N)    080 04 55.72847(W) AD(2002.00) 0
 AJ8801  ELLIP H (02/10/07)  -24.813  (m)                       GP(2002.00)    
 AJ8801  NAD 83(1999)-  26 18 48.46596(N)    080 04 55.72841(W) AD(       ) 1
 AJ8801  ELLIP H (12/12/02)  -24.803  (m)                       GP(       ) 3 1
 AJ8801  NAVD 88               1.12   (m)            3.7    (f) LEVELING    3  
 AJ8801
 AJ8801.Superseded values are not recommended for survey control.
 AJ8801
 AJ8801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ8801.See file dsdata.pdf to determine how the superseded data were derived.
 AJ8801
 AJ8801_MARKER: DD = SURVEY DISK
 AJ8801_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AJ8801_SP_SET: SEAWALL
 AJ8801_STAMPING: NO 5 1973
 AJ8801_MARK LOGO: NOS
 AJ8801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AJ8801+STABILITY: SURFACE MOTION
 AJ8801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ8801+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 AJ8801
 AJ8801  HISTORY     - Date     Condition        Report By
 AJ8801  HISTORY     - 1973     MONUMENTED       NOS
 AJ8801  HISTORY     - 20011219 GOOD             MOREKL
 AJ8801  HISTORY     - 20020422 GOOD             MAPTEC
 AJ8801  HISTORY     - 20200826 MARK NOT FOUND   T2UES
 AJ8801
 AJ8801                          STATION DESCRIPTION
 AJ8801
 AJ8801'DESCRIBED BY MORGAN AND EKLUND INC 2001 (MAB)
 AJ8801'THE STATION IS LOCATED ABOUT 2.2 KM (1.4 MILES) NORTH NORTHWEST OF
 AJ8801'HILLSBORO BEACH, ABOUT 2.7 KM (1.7 MILES) SOUTH SOUTHWEST OF BOCA
 AJ8801'RATON INLET, ABOUT 0.8 KM (0.5 MILES) SOUTH OF THE PALM BEACH, BROWARD
 AJ8801'COUNTY LINE.  OWNERSHIP--COVE MARINA.
 AJ8801'
 AJ8801'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE
 AJ8801'ROAD 810 IN DEERFIELD BEACH, GO EAST ON STATE ROAD 810 FOR 0.4 KM
 AJ8801'(0.25 MILES) TO SOUTHEAST 12TH AVENUE, TURN RIGHT AND GO SOUTH ON
 AJ8801'SOUTHEAST 12TH AVENUE FOR 0.2 KM (0.15 MILES) TO SOUTHEAST 3RD COURT,
 AJ8801'TURN LEFT AND GO EAST ON SOUTHEAST 3RD COURT FOR 0.6 KM (0.35 MILES)
 AJ8801'TO ITS END AT THE COVE MARINA AND THE MARK.
 AJ8801'
 AJ8801'THE MARK IS 2.2 METERS (7.1 FEET) SOUTH OF THE SOUTH END OF A 5 INCH
 AJ8801'RAISED CURB AROUND A PLANTED AREA, 2.3 METERS (7.4 FEET) EAST OF THE
 AJ8801'WEST END OF A CONCRETE SEAWALL, 6.9 METERS (22.5 FEET) EAST OF A
 AJ8801'CONCRETE LIGHT POLE AND 20.0 METERS (65.5 FEET) WEST OF 872 2832 TIDAL
 AJ8801'4 (PID AD5838)
 AJ8801
 AJ8801                          STATION RECOVERY (2002)
 AJ8801
 AJ8801'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)
 AJ8801'RECOVERED IN GOOD CONDITION.
 AJ8801
 AJ8801                          STATION RECOVERY (2020)
 AJ8801
 AJ8801'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AJ8801'NOT RECOVERED.  SEARCHED FOR BUT SEAWALL APPEARS TO HAVE BEEN
 AJ8801'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8067 ***********************************************************************
 AD8067  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8067  DESIGNATION -  872 2854 1
 AD8067  PID         -  AD8067
 AD8067  STATE/COUNTY-  FL/BROWARD
 AD8067  COUNTRY     -  US
 AD8067  USGS QUAD   -  BOCA RATON (2018)
 AD8067
 AD8067                         *CURRENT SURVEY CONTROL
 AD8067  ______________________________________________________________________
 AD8067* NAD 83(1986) POSITION- 26 16 30.     (N) 080 04 50.     (W)   SCALED
 AD8067* NAVD 88 ORTHO HEIGHT -     0.991 (meters)        3.25  (feet) ADJUSTED
 AD8067  ______________________________________________________________________
 AD8067  GEOID HEIGHT    -        -25.964 (meters)                     GEOID18
 AD8067  DYNAMIC HEIGHT  -          0.989 (meters)        3.24  (feet) COMP
 AD8067  MODELED GRAVITY -    979,074.1   (mgal)                       NAVD 88
 AD8067
 AD8067  VERT ORDER      -  SECOND    CLASS I
 AD8067
 AD8067.The horizontal coordinates were scaled from a map and have
 AD8067.an estimated accuracy of +/- 6 seconds.
 AD8067
 AD8067.The orthometric height was determined by differential leveling and
 AD8067.adjusted by the NATIONAL GEODETIC SURVEY
 AD8067.in September 1996.
 AD8067
 AD8067.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8067.GEOID18 height accuracy estimate available here.
 AD8067
 AD8067.This Tidal Bench Mark is designated as VM 5657
 AD8067.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8067
 AD8067.Click photographs - Photos may exist for this station.
 AD8067
 AD8067.The dynamic height is computed by dividing the NAVD 88
 AD8067.geopotential number by the normal gravity value computed on the
 AD8067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8067.degrees latitude (g = 980.6199 gals.).
 AD8067
 AD8067.The modeled gravity was interpolated from observed gravity values.
 AD8067
 AD8067;                    North         East    Units  Estimated Accuracy
 AD8067;SPC FL E     -   215,410.      291,830.      MT  (+/- 180 meters Scaled)
 AD8067
 AD8067_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK918064(NAD 83)
 AD8067
 AD8067                          SUPERSEDED SURVEY CONTROL
 AD8067
 AD8067  NGVD 29 (09/01/92)    1.472  (m)            4.83   (f) ADJUSTED    2 1
 AD8067
 AD8067.Superseded values are not recommended for survey control.
 AD8067
 AD8067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8067.See file dsdata.pdf to determine how the superseded data were derived.
 AD8067
 AD8067_MARKER: DJ = TIDAL STATION DISK
 AD8067_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8067_SP_SET: SEAWALL
 AD8067_STAMPING: NO 3 1973
 AD8067_MARK LOGO: NOS
 AD8067_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8067+STABILITY: SURFACE MOTION
 AD8067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8067+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 AD8067
 AD8067  HISTORY     - Date     Condition        Report By
 AD8067  HISTORY     - 1973     MONUMENTED       NOS
 AD8067  HISTORY     - 1986     GOOD             FLDNR
 AD8067  HISTORY     - 1986     GOOD             FLDNR
 AD8067  HISTORY     - 19950606 GOOD             USPSQD
 AD8067  HISTORY     - 19980218 GOOD             USPSQD
 AD8067  HISTORY     - 20020228 GOOD             USPSQD
 AD8067  HISTORY     - 20041213 GOOD             FLDT
 AD8067  HISTORY     - 20060909 GOOD             FLDEP
 AD8067  HISTORY     - 20110205 MARK NOT FOUND   GEOCAC
 AD8067
 AD8067                          STATION DESCRIPTION
 AD8067
 AD8067'DESCRIBED BY FL DEPT OF NAT RES 1986 (JM)
 AD8067'RECOVERED IN GOOD CONDITION.
 AD8067
 AD8067                          STATION RECOVERY (1986)
 AD8067
 AD8067'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD8067'0.95 MI NORTH FROM POMPANO BEACH.
 AD8067'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET, GO 0.95
 AD8067'MILE NORTH ON A1A TO THE MARK.  THE MARK IS SET IN A CONCRETE SEAWALL
 AD8067'ACROSS THE ROAD FROM BUILDING 1021 (LANDMARK OF HILLSBORO
 AD8067'CONDOMINIUM), 28 FEET WEST OF THE CENTERLINE OF A1A, 16.6 FEET EAST
 AD8067'OF THE NORTHWEST CORNER OF THE SEAWALL AND 2.3 FEET WEST OF THE EAST
 AD8067'END OF THE SEAWALL.
 AD8067
 AD8067                          STATION RECOVERY (1995)
 AD8067
 AD8067'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8067'RECOVERED IN GOOD CONDITION.
 AD8067
 AD8067                          STATION RECOVERY (1998)
 AD8067
 AD8067'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8067'RECOVERED IN GOOD CONDITION.
 AD8067
 AD8067                          STATION RECOVERY (2002)
 AD8067
 AD8067'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD8067'RECOVERED IN GOOD CONDITION.
 AD8067
 AD8067                          STATION RECOVERY (2004)
 AD8067
 AD8067'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD8067'RECOVERED AS DESCRIBED
 AD8067
 AD8067                          STATION RECOVERY (2006)
 AD8067
 AD8067'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD8067'RECOVERED AS DESCRIBED.
 AD8067
 AD8067                          STATION RECOVERY (2011)
 AD8067
 AD8067'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD8067'THE CONCRETE HAS BEEN REDONE ON THIS SECTION OF THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8071 ***********************************************************************
 AD8071  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8071  DESIGNATION -  872 2854 5
 AD8071  PID         -  AD8071
 AD8071  STATE/COUNTY-  FL/BROWARD
 AD8071  COUNTRY     -  US
 AD8071  USGS QUAD   -  BOCA RATON (2018)
 AD8071
 AD8071                         *CURRENT SURVEY CONTROL
 AD8071  ______________________________________________________________________
 AD8071* NAD 83(1986) POSITION- 26 16 30.     (N) 080 04 50.     (W)   SCALED
 AD8071* NAVD 88 ORTHO HEIGHT -     0.949 (meters)        3.11  (feet) ADJUSTED
 AD8071  ______________________________________________________________________
 AD8071  GEOID HEIGHT    -        -25.964 (meters)                     GEOID18
 AD8071  DYNAMIC HEIGHT  -          0.947 (meters)        3.11  (feet) COMP
 AD8071  MODELED GRAVITY -    979,074.1   (mgal)                       NAVD 88
 AD8071
 AD8071  VERT ORDER      -  SECOND    CLASS I
 AD8071
 AD8071.The horizontal coordinates were scaled from a map and have
 AD8071.an estimated accuracy of +/- 6 seconds.
 AD8071
 AD8071.The orthometric height was determined by differential leveling and
 AD8071.adjusted by the NATIONAL GEODETIC SURVEY
 AD8071.in September 2010.
 AD8071
 AD8071.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8071.GEOID18 height accuracy estimate available here.
 AD8071
 AD8071.This Tidal Bench Mark is designated as VM 5661
 AD8071.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8071
 AD8071.Click photographs - Photos may exist for this station.
 AD8071
 AD8071.The dynamic height is computed by dividing the NAVD 88
 AD8071.geopotential number by the normal gravity value computed on the
 AD8071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8071.degrees latitude (g = 980.6199 gals.).
 AD8071
 AD8071.The modeled gravity was interpolated from observed gravity values.
 AD8071
 AD8071;                    North         East    Units  Estimated Accuracy
 AD8071;SPC FL E     -   215,410.      291,830.      MT  (+/- 180 meters Scaled)
 AD8071
 AD8071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK918064(NAD 83)
 AD8071
 AD8071                          SUPERSEDED SURVEY CONTROL
 AD8071
 AD8071  NAVD 88 (09/06/96)    0.959  (m)            3.15   (f) SUPERSEDED  2 1
 AD8071  NGVD 29 (09/01/92)    1.440  (m)            4.72   (f) ADJUSTED    2 1
 AD8071
 AD8071.Superseded values are not recommended for survey control.
 AD8071
 AD8071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8071.See file dsdata.pdf to determine how the superseded data were derived.
 AD8071
 AD8071_MARKER: DJ = TIDAL STATION DISK
 AD8071_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8071_SP_SET: SEAWALL
 AD8071_STAMPING: NO 5 1973
 AD8071_MARK LOGO: NOS
 AD8071_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8071+STABILITY: SURFACE MOTION
 AD8071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8071+SATELLITE: SATELLITE OBSERVATIONS - September 09, 2006
 AD8071
 AD8071  HISTORY     - Date     Condition        Report By
 AD8071  HISTORY     - 1973     MONUMENTED       NOS
 AD8071  HISTORY     - 1986     GOOD             FLDNR
 AD8071  HISTORY     - 1986     GOOD             FLDNR
 AD8071  HISTORY     - 19950606 GOOD             USPSQD
 AD8071  HISTORY     - 19980218 GOOD             USPSQD
 AD8071  HISTORY     - 20020228 GOOD             USPSQD
 AD8071  HISTORY     - 20041213 GOOD             FLDT
 AD8071  HISTORY     - 20060909 GOOD             FLDEP
 AD8071  HISTORY     - 20110205 MARK NOT FOUND   GEOCAC
 AD8071
 AD8071                          STATION DESCRIPTION
 AD8071
 AD8071'DESCRIBED BY FL DEPT OF NAT RES 1986 (JM)
 AD8071'RECOVERED IN GOOD CONDITION.
 AD8071
 AD8071                          STATION RECOVERY (1986)
 AD8071
 AD8071'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD8071'0.95 MI NORTH FROM POMPANO BEACH.
 AD8071'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET, GO 0.95
 AD8071'MILE NORTH ON A1A TO THE MARK.  THE MARK IS SET IN A CONCRETE SEAWALL
 AD8071'ACROSS THE ROAD FROM BUILDING 1021 (LANDMARK OF HILLSBORO
 AD8071'CONDOMINIUM), 20.3 FEET EAST OF THE SOUTHWEST CORNER OF THE SEAWALL,
 AD8071'4 FEET WEST OF THE EAST END OF THE SEAWALL AND 1.6 FEET NORTH OF THE
 AD8071'SOUTH EDGE OF THE SEAWALL.
 AD8071
 AD8071                          STATION RECOVERY (1995)
 AD8071
 AD8071'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8071'RECOVERED IN GOOD CONDITION.
 AD8071
 AD8071                          STATION RECOVERY (1998)
 AD8071
 AD8071'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8071'RECOVERED IN GOOD CONDITION.
 AD8071
 AD8071                          STATION RECOVERY (2002)
 AD8071
 AD8071'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD8071'RECOVERED IN GOOD CONDITION.
 AD8071
 AD8071                          STATION RECOVERY (2004)
 AD8071
 AD8071'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD8071'RECOVERED AS DESCRIBED
 AD8071
 AD8071                          STATION RECOVERY (2006)
 AD8071
 AD8071'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD8071'RECOVERED AS DESCRIBED.
 AD8071
 AD8071                          STATION RECOVERY (2011)
 AD8071
 AD8071'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD8071'THE CONCRETE HAS BEEN REDONE ON THIS SECTION OF THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1503 ***********************************************************************
 DM1503  DESIGNATION -  872 2854 A
 DM1503  PID         -  DM1503
 DM1503  STATE/COUNTY-  FL/BROWARD
 DM1503  COUNTRY     -  US
 DM1503  USGS QUAD   -  BOCA RATON (2018)
 DM1503
 DM1503                         *CURRENT SURVEY CONTROL
 DM1503  ______________________________________________________________________
 DM1503* NAD 83(1986) POSITION- 26 16 36.1    (N) 080 04 49.3    (W)   HD_HELD2
 DM1503* NAVD 88 ORTHO HEIGHT -     0.959 (meters)        3.15  (feet) ADJUSTED
 DM1503  ______________________________________________________________________
 DM1503  GEOID HEIGHT    -        -25.966 (meters)                     GEOID18
 DM1503  DYNAMIC HEIGHT  -          0.958 (meters)        3.14  (feet) COMP
 DM1503  MODELED GRAVITY -    979,074.2   (mgal)                       NAVD 88
 DM1503
 DM1503  VERT ORDER      -  SECOND    CLASS I
 DM1503
 DM1503.The horizontal coordinates were established by autonomous hand held GPS
 DM1503.observations and have an estimated accuracy of +/- 10 meters.
 DM1503
 DM1503.The orthometric height was determined by differential leveling and
 DM1503.adjusted by the NATIONAL GEODETIC SURVEY
 DM1503.in September 2010.
 DM1503
 DM1503.No vertical observational check was made to the station.
 DM1503
 DM1503.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1503.GEOID18 height accuracy estimate available here.
 DM1503
 DM1503.Click photographs - Photos may exist for this station.
 DM1503
 DM1503.The dynamic height is computed by dividing the NAVD 88
 DM1503.geopotential number by the normal gravity value computed on the
 DM1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1503.degrees latitude (g = 980.6199 gals.).
 DM1503
 DM1503.The modeled gravity was interpolated from observed gravity values.
 DM1503
 DM1503;                    North         East    Units  Estimated Accuracy
 DM1503;SPC FL E     -   215,594.      291,852.      MT  (+/- 10 meters HH2 GPS)
 DM1503
 DM1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9182106652(NAD 83)
 DM1503
 DM1503                          SUPERSEDED SURVEY CONTROL
 DM1503
 DM1503.No superseded survey control is available for this station.
 DM1503
 DM1503_MARKER: DD = SURVEY DISK
 DM1503_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1503_SP_SET: SEAWALL
 DM1503_STAMPING: 2854 A 2006
 DM1503_MARK LOGO: FLDEP
 DM1503_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1503+STABILITY: SURFACE MOTION
 DM1503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1503+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DM1503
 DM1503  HISTORY     - Date     Condition        Report By
 DM1503  HISTORY     - 20061212 MONUMENTED       FLDEP
 DM1503  HISTORY     - 20110205 GOOD             GEOCAC
 DM1503
 DM1503                          STATION DESCRIPTION
 DM1503
 DM1503'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DM1503'THE MARK IS IN HILLSBORO BEACH, IN SECTION 17, TOWNSHIP 48 SOUTH,
 DM1503'RANGE 43 EAST.
 DM1503'
 DM1503'TO REACH THE MARK FROM THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO
 DM1503'INLET IN HILLSBORO BEACH, GO NORTH ON STATE HIGHWAY A1A (S OCEAN
 DM1503'BOULEVARD) FOR 1.05 MI (1.7 KM) TO THE HILLSBORO MILE TOWER
 DM1503'CONDOMINIUM ON THE RIGHT AND THE MARK ON THE LEFT, SET FLUSH IN THE
 DM1503'TOP OF THE CONCRETE SEAWALL ON THE EAST BANK OF THE HILLSBORO RIVER
 DM1503'ICW ON THE EXTENDED CENTERLINE OF THE NORTHERNMOST ENTRANCE DRIVE OF
 DM1503'THE HILLSBORO MILE TOWER CONDOMINIUM AND 0.8 FT (0.2 M) ABOVE THE
 DM1503'LEVEL OF STATE HIGHWAY A1A (S OCEAN BOULEVARD).
 DM1503'
 DM1503'LOCATED ABOUT 390.0 FT (118.9 M) SOUTH OF AN NATIONAL GEODETIC SURVEY
 DM1503'LOGO CAP 2854 B 2006, 159.0 FT (48.5 M) NORTH OF AN NOS MARK NO 1
 DM1503'1973, 45.6 FT (13.9 M) WEST OF THE CENTERLINE OF STATE HIGHWAY A1A (S
 DM1503'OCEAN BOULEVARD), 22.0 FT (6.7 M) WEST OF A CONCRETE POWER POLE, 8.2
 DM1503'FT (2.5 M) EAST OF THE WEST EDGE OF THE SEAWALL AND 3.3 FT (1.0 M)
 DM1503'WEST OF THE EAST EDGE OF THE SEAWALL.
 DM1503
 DM1503                          STATION RECOVERY (2011)
 DM1503
 DM1503'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 DM1503'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1504 ***********************************************************************
 DM1504  DESIGNATION -  872 2854 B
 DM1504  PID         -  DM1504
 DM1504  STATE/COUNTY-  FL/BROWARD
 DM1504  COUNTRY     -  US
 DM1504  USGS QUAD   -  BOCA RATON (2018)
 DM1504
 DM1504                         *CURRENT SURVEY CONTROL
 DM1504  ______________________________________________________________________
 DM1504* NAD 83(1986) POSITION- 26 16 39.9    (N) 080 04 48.3    (W)   HD_HELD2
 DM1504* NAVD 88 ORTHO HEIGHT -     1.890 (meters)        6.20  (feet) ADJUSTED
 DM1504  ______________________________________________________________________
 DM1504  GEOID HEIGHT    -        -25.967 (meters)                     GEOID18
 DM1504  DYNAMIC HEIGHT  -          1.887 (meters)        6.19  (feet) COMP
 DM1504  MODELED GRAVITY -    979,074.3   (mgal)                       NAVD 88
 DM1504
 DM1504  VERT ORDER      -  SECOND    CLASS I
 DM1504
 DM1504.The horizontal coordinates were established by autonomous hand held GPS
 DM1504.observations and have an estimated accuracy of +/- 10 meters.
 DM1504
 DM1504.The orthometric height was determined by differential leveling and
 DM1504.adjusted by the NATIONAL GEODETIC SURVEY
 DM1504.in September 2010.
 DM1504
 DM1504.No vertical observational check was made to the station.
 DM1504
 DM1504.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1504.GEOID18 height accuracy estimate available here.
 DM1504
 DM1504.Click photographs - Photos may exist for this station.
 DM1504
 DM1504.The dynamic height is computed by dividing the NAVD 88
 DM1504.geopotential number by the normal gravity value computed on the
 DM1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1504.degrees latitude (g = 980.6199 gals.).
 DM1504
 DM1504.The modeled gravity was interpolated from observed gravity values.
 DM1504
 DM1504;                    North         East    Units  Estimated Accuracy
 DM1504;SPC FL E     -   215,712.      291,879.      MT  (+/- 10 meters HH2 GPS)
 DM1504
 DM1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9184706769(NAD 83)
 DM1504
 DM1504                          SUPERSEDED SURVEY CONTROL
 DM1504
 DM1504.No superseded survey control is available for this station.
 DM1504
 DM1504_MARKER: F = FLANGE-ENCASED ROD
 DM1504_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1504_STAMPING: 2854 B 2006
 DM1504_MARK LOGO: NGS
 DM1504_PROJECTION: FLUSH
 DM1504_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1504+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DM1504_ROD/PIPE-DEPTH: 12.8 meters
 DM1504
 DM1504  HISTORY     - Date     Condition        Report By
 DM1504  HISTORY     - 20061212 MONUMENTED       FLDEP
 DM1504  HISTORY     - 20110205 GOOD             GEOCAC
 DM1504
 DM1504                          STATION DESCRIPTION
 DM1504
 DM1504'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DM1504'THE MARK IS IN HILLSBORO BEACH, IN SECTION 17, TOWNSHIP 48 SOUTH,
 DM1504'RANGE 43 EAST.
 DM1504'
 DM1504'TO REACH THE MARK FROM THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO
 DM1504'INLET IN HILLSBORO BEACH, GO NORTH ON STATE HIGHWAY A1A (S OCEAN
 DM1504'BOULEVARD) FOR 1.05 MI (1.7 KM) TO THE HILLSBORO MILE TOWER
 DM1504'CONDOMINIUM ON THE RIGHT.  CONTINUE NORTH OF STATE HIGHWAY A1A (S
 DM1504'OCEAN BOULEVARD) FOR 0.05 MI (0.1 KM) TO THE MARK ON THE LEFT, A
 DM1504'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 42.0 FT (12.8 M)
 DM1504'WITH AN NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND AND
 DM1504'0.6 FT (0.2 M) BELOW THE LEVEL OF STATE HIGHWAY A1A (S OCEAN
 DM1504'BOULEVARD).
 DM1504'
 DM1504'LOCATED ABOUT 390.0 FT (118.9 M) NORTH OF AN FLDEP SURVEY MARK 2854 A
 DM1504'2006, 237.0 FT (72.2 M) SOUTH OF AN NATIONAL GEODETIC SURVEY LOGO CAP
 DM1504'2854 C 2006, 146.0 FT (44.5 M) SOUTH OF A CONCRETE POWER POLE WITH A
 DM1504'TRANSFORMER ATTACHED, 19.4 FT (5.9 M) WEST OF THE CENTERLINE OF STATE
 DM1504'HIGHWAY A1A (S OCEAN BOULEVARD), 1.2 FT (0.4 M) EAST OF A CONCRETE
 DM1504'POWER POLE AND 1.1 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.
 DM1504'
 DM1504'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DM1504'CAP.
 DM1504'
 DM1504'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM1504'NATIONAL GEODETIC SURVEY LOGO CAP.
 DM1504
 DM1504                          STATION RECOVERY (2011)
 DM1504
 DM1504'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 DM1504'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1505 ***********************************************************************
 DM1505  DESIGNATION -  872 2854 C
 DM1505  PID         -  DM1505
 DM1505  STATE/COUNTY-  FL/BROWARD
 DM1505  COUNTRY     -  US
 DM1505  USGS QUAD   -  BOCA RATON (2018)
 DM1505
 DM1505                         *CURRENT SURVEY CONTROL
 DM1505  ______________________________________________________________________
 DM1505* NAD 83(1986) POSITION- 26 16 42.1    (N) 080 04 48.0    (W)   HD_HELD2
 DM1505* NAVD 88 ORTHO HEIGHT -     2.405 (meters)        7.89  (feet) ADJUSTED
 DM1505  ______________________________________________________________________
 DM1505  GEOID HEIGHT    -        -25.968 (meters)                     GEOID18
 DM1505  DYNAMIC HEIGHT  -          2.402 (meters)        7.88  (feet) COMP
 DM1505  MODELED GRAVITY -    979,074.3   (mgal)                       NAVD 88
 DM1505
 DM1505  VERT ORDER      -  SECOND    CLASS I
 DM1505
 DM1505.The horizontal coordinates were established by autonomous hand held GPS
 DM1505.observations and have an estimated accuracy of +/- 10 meters.
 DM1505
 DM1505.The orthometric height was determined by differential leveling and
 DM1505.adjusted by the NATIONAL GEODETIC SURVEY
 DM1505.in September 2010.
 DM1505
 DM1505.No vertical observational check was made to the station.
 DM1505
 DM1505.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1505.GEOID18 height accuracy estimate available here.
 DM1505
 DM1505.Click photographs - Photos may exist for this station.
 DM1505
 DM1505.The dynamic height is computed by dividing the NAVD 88
 DM1505.geopotential number by the normal gravity value computed on the
 DM1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1505.degrees latitude (g = 980.6199 gals.).
 DM1505
 DM1505.The modeled gravity was interpolated from observed gravity values.
 DM1505
 DM1505;                    North         East    Units  Estimated Accuracy
 DM1505;SPC FL E     -   215,779.      291,887.      MT  (+/- 10 meters HH2 GPS)
 DM1505
 DM1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9185506837(NAD 83)
 DM1505
 DM1505                          SUPERSEDED SURVEY CONTROL
 DM1505
 DM1505.No superseded survey control is available for this station.
 DM1505
 DM1505_MARKER: F = FLANGE-ENCASED ROD
 DM1505_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1505_STAMPING: 2854 C 2006
 DM1505_MARK LOGO: NGS
 DM1505_PROJECTION: FLUSH
 DM1505_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1505+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2011
 DM1505_ROD/PIPE-DEPTH: 11.6 meters
 DM1505
 DM1505  HISTORY     - Date     Condition        Report By
 DM1505  HISTORY     - 20061212 MONUMENTED       FLDEP
 DM1505  HISTORY     - 20110205 GOOD             GEOCAC
 DM1505
 DM1505                          STATION DESCRIPTION
 DM1505
 DM1505'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DM1505'THE MARK IS IN HILLSBORO BEACH, IN SECTION 17, TOWNSHIP 48 SOUTH,
 DM1505'RANGE 43 EAST.
 DM1505'
 DM1505'TO REACH THE MARK FROM THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO
 DM1505'INLET IN HILLSBORO BEACH, GO NORTH ON STATE HIGHWAY A1A (S OCEAN
 DM1505'BOULEVARD) FOR 1.05 MI (1.7 KM) TO THE HILLSBORO MILE TOWER
 DM1505'CONDOMINIUM ON THE RIGHT.  CONTINUE NORTH ON STATE HIGHWAY A1A (S
 DM1505'OCEAN BOULEVARD) FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT, A
 DM1505'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 38.0 FT (11.6 M)
 DM1505'WITH A NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND AND 0.6
 DM1505'FT (0.2 M) BELOW THE LEVEL OF STATE HIGHWAY A1A (S OCEAN BOULEVARD).
 DM1505'
 DM1505'LOCATED ABOUT 237.0 FT (72.2 M) NORTH OF AN NATIONAL GEODETIC SURVEY
 DM1505'LOGO CAP 2854 B 2006, 92.0 FT (28.0 M) NORTH OF A CONCRETE POWER POLE
 DM1505'WITH A TRANSFORMER ATTACHED, 27.8 FT (8.5 M) WEST OF THE CENTERLINE OF
 DM1505'STATE HIGHWAY A1A (S OCEAN BOULEVARD), 16.0 FT (4.9 M) SOUTH OF A
 DM1505'CONCRETE POWER POLE AND 1.3 FT (0.4 M) EAST OF A CARSONITE WITNESS
 DM1505'POST.
 DM1505'
 DM1505'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DM1505'CAP.
 DM1505'
 DM1505'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGO
 DM1505'LOGO CAP.
 DM1505
 DM1505                          STATION RECOVERY (2011)
 DM1505
 DM1505'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 DM1505'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8068 ***********************************************************************
 AD8068  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8068  DESIGNATION -  872 2854 TIDAL 2
 AD8068  PID         -  AD8068
 AD8068  STATE/COUNTY-  FL/BROWARD
 AD8068  COUNTRY     -  US
 AD8068  USGS QUAD   -  BOCA RATON (2018)
 AD8068
 AD8068                         *CURRENT SURVEY CONTROL
 AD8068  ______________________________________________________________________
 AD8068* NAD 83(1986) POSITION- 26 16 30.     (N) 080 04 50.     (W)   SCALED
 AD8068* NAVD 88 ORTHO HEIGHT -     0.965 (meters)        3.17  (feet) ADJUSTED
 AD8068  ______________________________________________________________________
 AD8068  GEOID HEIGHT    -        -25.964 (meters)                     GEOID18
 AD8068  DYNAMIC HEIGHT  -          0.964 (meters)        3.16  (feet) COMP
 AD8068  MODELED GRAVITY -    979,074.1   (mgal)                       NAVD 88
 AD8068
 AD8068  VERT ORDER      -  SECOND    CLASS I
 AD8068
 AD8068.The horizontal coordinates were scaled from a map and have
 AD8068.an estimated accuracy of +/- 6 seconds.
 AD8068
 AD8068.The orthometric height was determined by differential leveling and
 AD8068.adjusted by the NATIONAL GEODETIC SURVEY
 AD8068.in September 1996.
 AD8068
 AD8068.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8068.GEOID18 height accuracy estimate available here.
 AD8068
 AD8068.This Tidal Bench Mark is designated as VM 5658
 AD8068.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8068
 AD8068.Click photographs - Photos may exist for this station.
 AD8068
 AD8068.The dynamic height is computed by dividing the NAVD 88
 AD8068.geopotential number by the normal gravity value computed on the
 AD8068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8068.degrees latitude (g = 980.6199 gals.).
 AD8068
 AD8068.The modeled gravity was interpolated from observed gravity values.
 AD8068
 AD8068;                    North         East    Units  Estimated Accuracy
 AD8068;SPC FL E     -   215,410.      291,830.      MT  (+/- 180 meters Scaled)
 AD8068
 AD8068_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK918064(NAD 83)
 AD8068
 AD8068                          SUPERSEDED SURVEY CONTROL
 AD8068
 AD8068  NGVD 29 (09/01/92)    1.447  (m)            4.75   (f) ADJUSTED    2 1
 AD8068
 AD8068.Superseded values are not recommended for survey control.
 AD8068
 AD8068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8068.See file dsdata.pdf to determine how the superseded data were derived.
 AD8068
 AD8068_MARKER: DJ = TIDAL STATION DISK
 AD8068_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8068_SP_SET: SEAWALL
 AD8068_STAMPING: NO 2 1973
 AD8068_MARK LOGO: NOS
 AD8068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8068+STABILITY: SURFACE MOTION
 AD8068
 AD8068  HISTORY     - Date     Condition        Report By
 AD8068  HISTORY     - 1973     MONUMENTED       NOS
 AD8068  HISTORY     - 1986     GOOD             FLDNR
 AD8068  HISTORY     - 1986     GOOD             FLDNR
 AD8068  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD8068  HISTORY     - 19980218 MARK NOT FOUND   USPSQD
 AD8068  HISTORY     - 20020212 MARK NOT FOUND   USPSQD
 AD8068  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD8068  HISTORY     - 20110205 MARK NOT FOUND   GEOCAC
 AD8068
 AD8068                          STATION DESCRIPTION
 AD8068
 AD8068'DESCRIBED BY FL DEPT OF NAT RES 1986 (JM)
 AD8068'RECOVERED IN GOOD CONDITION.
 AD8068
 AD8068                          STATION RECOVERY (1986)
 AD8068
 AD8068'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD8068'0.95 MI NORTH FROM POMPANO BEACH.
 AD8068'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET, GO 0.95
 AD8068'MILE NORTH ON A1A TO THE MARK.  THE MARK IS SET IN A CONCRETE SEAWALL
 AD8068'ACROSS THE ROAD FROM BUILDING 1021 (LANDMARK OF HILLSBORO
 AD8068'CONDOMINIUM), 12 FEET SOUTH OF THE NORTHWEST CORNER OF THE SEAWALL
 AD8068'AND 2.2 FEET EAST OF THE WEST EDGE OF THE SEAWALL.
 AD8068
 AD8068                          STATION RECOVERY (1995)
 AD8068
 AD8068'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8068'MARK NOT FOUND.
 AD8068
 AD8068                          STATION RECOVERY (1998)
 AD8068
 AD8068'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8068'MARK NOT FOUND.
 AD8068
 AD8068                          STATION RECOVERY (2002)
 AD8068
 AD8068'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD8068'MARK NOT FOUND.
 AD8068
 AD8068                          STATION RECOVERY (2004)
 AD8068
 AD8068'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD8068'MARK NOT FOUND BECAUSE THE SEAWALL IS COVERED BY A BOARDWALK.
 AD8068
 AD8068                          STATION RECOVERY (2011)
 AD8068
 AD8068'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD8068'THE CONCRETE HAS BEEN REDONE ON THIS SECTION OF THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8069 ***********************************************************************
 AD8069  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8069  DESIGNATION -  872 2854 TIDAL 3
 AD8069  PID         -  AD8069
 AD8069  STATE/COUNTY-  FL/BROWARD
 AD8069  COUNTRY     -  US
 AD8069  USGS QUAD   -  BOCA RATON (2018)
 AD8069
 AD8069                         *CURRENT SURVEY CONTROL
 AD8069  ______________________________________________________________________
 AD8069* NAD 83(1986) POSITION- 26 16 30.     (N) 080 04 50.     (W)   SCALED
 AD8069* NAVD 88 ORTHO HEIGHT -     0.953 (meters)        3.13  (feet) ADJUSTED
 AD8069  ______________________________________________________________________
 AD8069  GEOID HEIGHT    -        -25.964 (meters)                     GEOID18
 AD8069  DYNAMIC HEIGHT  -          0.952 (meters)        3.12  (feet) COMP
 AD8069  MODELED GRAVITY -    979,074.1   (mgal)                       NAVD 88
 AD8069
 AD8069  VERT ORDER      -  SECOND    CLASS I
 AD8069
 AD8069.The horizontal coordinates were scaled from a map and have
 AD8069.an estimated accuracy of +/- 6 seconds.
 AD8069
 AD8069.The orthometric height was determined by differential leveling and
 AD8069.adjusted by the NATIONAL GEODETIC SURVEY
 AD8069.in September 1996.
 AD8069
 AD8069.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8069.GEOID18 height accuracy estimate available here.
 AD8069
 AD8069.This Tidal Bench Mark is designated as VM 5659
 AD8069.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8069
 AD8069.Click photographs - Photos may exist for this station.
 AD8069
 AD8069.The dynamic height is computed by dividing the NAVD 88
 AD8069.geopotential number by the normal gravity value computed on the
 AD8069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8069.degrees latitude (g = 980.6199 gals.).
 AD8069
 AD8069.The modeled gravity was interpolated from observed gravity values.
 AD8069
 AD8069;                    North         East    Units  Estimated Accuracy
 AD8069;SPC FL E     -   215,410.      291,830.      MT  (+/- 180 meters Scaled)
 AD8069
 AD8069_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK918064(NAD 83)
 AD8069
 AD8069                          SUPERSEDED SURVEY CONTROL
 AD8069
 AD8069  NGVD 29 (09/01/92)    1.435  (m)            4.71   (f) ADJUSTED    2 1
 AD8069
 AD8069.Superseded values are not recommended for survey control.
 AD8069
 AD8069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8069.See file dsdata.pdf to determine how the superseded data were derived.
 AD8069
 AD8069_MARKER: DJ = TIDAL STATION DISK
 AD8069_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8069_SP_SET: SEAWALL
 AD8069_STAMPING: NO 3 1973
 AD8069_MARK LOGO: NOS
 AD8069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8069+STABILITY: SURFACE MOTION
 AD8069
 AD8069  HISTORY     - Date     Condition        Report By
 AD8069  HISTORY     - 1973     MONUMENTED       NOS
 AD8069  HISTORY     - 1986     GOOD             FLDNR
 AD8069  HISTORY     - 1986     GOOD             FLDNR
 AD8069  HISTORY     - 19940312 MARK NOT FOUND   USPSQD
 AD8069  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD8069  HISTORY     - 19980218 GOOD             USPSQD
 AD8069  HISTORY     - 20020228 MARK NOT FOUND   USPSQD
 AD8069  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD8069  HISTORY     - 20110205 MARK NOT FOUND   GEOCAC
 AD8069
 AD8069                          STATION DESCRIPTION
 AD8069
 AD8069'DESCRIBED BY FL DEPT OF NAT RES 1986 (JM)
 AD8069'RECOVERED IN GOOD CONDITION.
 AD8069
 AD8069                          STATION RECOVERY (1986)
 AD8069
 AD8069'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD8069'0.95 MI NORTH FROM POMPANO BEACH.
 AD8069'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET, GO 0.95
 AD8069'MILE NORTH ON A1A TO THE MARK.  THE MARK IS SET IN A CONCRETE SEAWALL
 AD8069'ACROSS THE ROAD FROM BUILDING 1021 (LANDMARK OF HILLSBORO
 AD8069'CONDOMINIUM), 90.2 FEET SOUTH OF THE NORTHWEST CORNER OF THE SEAWALL,
 AD8069'123.3 FEET NORTH OF THE SOUTHWEST CORNER OF THE SEAWALL AND 1.4 FEET
 AD8069'EAST OF THE WEST EDGE OF THE SEAWALL.
 AD8069
 AD8069                          STATION RECOVERY (1994)
 AD8069
 AD8069'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8069'MARK NOT FOUND.
 AD8069
 AD8069                          STATION RECOVERY (1995)
 AD8069
 AD8069'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8069'MARK NOT FOUND.
 AD8069
 AD8069                          STATION RECOVERY (1998)
 AD8069
 AD8069'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8069'RECOVERED IN GOOD CONDITION.
 AD8069
 AD8069                          STATION RECOVERY (2002)
 AD8069
 AD8069'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD8069'MARK NOT FOUND.
 AD8069
 AD8069                          STATION RECOVERY (2004)
 AD8069
 AD8069'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD8069'MARK NOT FOUND SEAWALL COVERED BY BOARD WALK
 AD8069
 AD8069                          STATION RECOVERY (2011)
 AD8069
 AD8069'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD8069'THE CONCRETE HAS BEEN REDONE ON THIS SECTION OF THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8070 ***********************************************************************
 AD8070  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8070  DESIGNATION -  872 2854 TIDAL 4
 AD8070  PID         -  AD8070
 AD8070  STATE/COUNTY-  FL/BROWARD
 AD8070  COUNTRY     -  US
 AD8070  USGS QUAD   -  BOCA RATON (2018)
 AD8070
 AD8070                         *CURRENT SURVEY CONTROL
 AD8070  ______________________________________________________________________
 AD8070* NAD 83(1986) POSITION- 26 16 30.     (N) 080 04 50.     (W)   SCALED
 AD8070* NAVD 88 ORTHO HEIGHT -     0.964 (meters)        3.16  (feet) ADJUSTED
 AD8070  ______________________________________________________________________
 AD8070  GEOID HEIGHT    -        -25.964 (meters)                     GEOID18
 AD8070  DYNAMIC HEIGHT  -          0.963 (meters)        3.16  (feet) COMP
 AD8070  MODELED GRAVITY -    979,074.1   (mgal)                       NAVD 88
 AD8070
 AD8070  VERT ORDER      -  SECOND    CLASS I
 AD8070
 AD8070.The horizontal coordinates were scaled from a map and have
 AD8070.an estimated accuracy of +/- 6 seconds.
 AD8070
 AD8070.The orthometric height was determined by differential leveling and
 AD8070.adjusted by the NATIONAL GEODETIC SURVEY
 AD8070.in September 1996.
 AD8070
 AD8070.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8070.GEOID18 height accuracy estimate available here.
 AD8070
 AD8070.This Tidal Bench Mark is designated as VM 5660
 AD8070.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8070
 AD8070.Click photographs - Photos may exist for this station.
 AD8070
 AD8070.The dynamic height is computed by dividing the NAVD 88
 AD8070.geopotential number by the normal gravity value computed on the
 AD8070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8070.degrees latitude (g = 980.6199 gals.).
 AD8070
 AD8070.The modeled gravity was interpolated from observed gravity values.
 AD8070
 AD8070;                    North         East    Units  Estimated Accuracy
 AD8070;SPC FL E     -   215,410.      291,830.      MT  (+/- 180 meters Scaled)
 AD8070
 AD8070_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK918064(NAD 83)
 AD8070
 AD8070                          SUPERSEDED SURVEY CONTROL
 AD8070
 AD8070  NGVD 29 (09/01/92)    1.446  (m)            4.74   (f) ADJUSTED    2 1
 AD8070
 AD8070.Superseded values are not recommended for survey control.
 AD8070
 AD8070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8070.See file dsdata.pdf to determine how the superseded data were derived.
 AD8070
 AD8070_MARKER: DJ = TIDAL STATION DISK
 AD8070_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8070_SP_SET: SEAWALL
 AD8070_STAMPING: NO 4 1973
 AD8070_MARK LOGO: NOS
 AD8070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8070+STABILITY: SURFACE MOTION
 AD8070
 AD8070  HISTORY     - Date     Condition        Report By
 AD8070  HISTORY     - 1973     MONUMENTED       NOS
 AD8070  HISTORY     - 1986     GOOD             FLDNR
 AD8070  HISTORY     - 1986     GOOD             FLDNR
 AD8070  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD8070  HISTORY     - 19980218 MARK NOT FOUND   USPSQD
 AD8070  HISTORY     - 20020228 MARK NOT FOUND   USPSQD
 AD8070  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD8070  HISTORY     - 20110205 MARK NOT FOUND   GEOCAC
 AD8070
 AD8070                          STATION DESCRIPTION
 AD8070
 AD8070'DESCRIBED BY FL DEPT OF NAT RES 1986 (JM)
 AD8070'RECOVERED IN GOOD CONDITION.
 AD8070
 AD8070                          STATION RECOVERY (1986)
 AD8070
 AD8070'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD8070'0.95 MI NORTH FROM POMPANO BEACH.
 AD8070'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET, GO 0.95
 AD8070'MILE NORTH ON A1A TO THE MARK.  THE MARK IS SET IN A CONCRETE SEAWALL
 AD8070'ACROSS THE ROAD FROM BUILDING 1021 (LANDMARK OF HILLSBORO
 AD8070'CONDOMINIUM), 40.2 FEET NORTH OF THE SOUTHWEST CORNER OF THE SEAWALL
 AD8070'AND 1.1 FEET EAST OF THE WEST EDGE OF THE SEAWALL.
 AD8070
 AD8070                          STATION RECOVERY (1995)
 AD8070
 AD8070'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8070'MARK NOT FOUND.
 AD8070
 AD8070                          STATION RECOVERY (1998)
 AD8070
 AD8070'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8070'MARK NOT FOUND.
 AD8070
 AD8070                          STATION RECOVERY (2002)
 AD8070
 AD8070'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD8070'MARK NOT FOUND.
 AD8070
 AD8070                          STATION RECOVERY (2004)
 AD8070
 AD8070'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD8070'MARK NOT FOUND
 AD8070
 AD8070                          STATION RECOVERY (2011)
 AD8070
 AD8070'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD8070'THE CONCRETE HAS BEEN REDONE ON THIS SECTION OF THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5848 ***********************************************************************
 AD5848  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5848  DESIGNATION -  872 2859 3
 AD5848  PID         -  AD5848
 AD5848  STATE/COUNTY-  FL/BROWARD
 AD5848  COUNTRY     -  US
 AD5848  USGS QUAD   -  BOCA RATON (2018)
 AD5848
 AD5848                         *CURRENT SURVEY CONTROL
 AD5848  ______________________________________________________________________
 AD5848* NAD 83(1986) POSITION- 26 15 37.96   (N) 080 05 05.17   (W)   HD_HELD1
 AD5848* NAVD 88 ORTHO HEIGHT -     0.620 (meters)        2.03  (feet) ADJUSTED
 AD5848  ______________________________________________________________________
 AD5848  GEOID HEIGHT    -        -25.942 (meters)                     GEOID18
 AD5848  DYNAMIC HEIGHT  -          0.619 (meters)        2.03  (feet) COMP
 AD5848  MODELED GRAVITY -    979,072.7   (mgal)                       NAVD 88
 AD5848
 AD5848  VERT ORDER      -  SECOND    CLASS I
 AD5848
 AD5848.The horizontal coordinates were determined by differentially corrected
 AD5848.hand held GPS observations or other comparable positioning techniques
 AD5848.and have an estimated accuracy of +/- 3 meters.
 AD5848
 AD5848.The orthometric height was determined by differential leveling and
 AD5848.adjusted by the NATIONAL GEODETIC SURVEY
 AD5848.in September 2010.
 AD5848
 AD5848.No vertical observational check was made to the station.
 AD5848
 AD5848.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5848.GEOID18 height accuracy estimate available here.
 AD5848
 AD5848.This Tidal Bench Mark is designated as VM 5667
 AD5848.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5848
 AD5848.Click photographs - Photos may exist for this station.
 AD5848
 AD5848.The dynamic height is computed by dividing the NAVD 88
 AD5848.geopotential number by the normal gravity value computed on the
 AD5848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5848.degrees latitude (g = 980.6199 gals.).
 AD5848
 AD5848.The modeled gravity was interpolated from observed gravity values.
 AD5848
 AD5848;                    North         East    Units  Estimated Accuracy
 AD5848;SPC FL E     -   213,802.0     291,424.7     MT  (+/- 3 meters HH1 GPS) 
 AD5848
 AD5848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9139304860(NAD 83)
 AD5848
 AD5848                          SUPERSEDED SURVEY CONTROL
 AD5848
 AD5848  NAVD 88 (06/15/91)    0.647  (m)            2.12   (f) SUPERSEDED  2 1
 AD5848  NGVD 29 (09/01/92)    1.126  (m)            3.69   (f) ADJUSTED    2 1
 AD5848
 AD5848.Superseded values are not recommended for survey control.
 AD5848
 AD5848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5848.See file dsdata.pdf to determine how the superseded data were derived.
 AD5848
 AD5848_MARKER: DD = SURVEY DISK
 AD5848_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5848_SP_SET: CURBING
 AD5848_STAMPING: NO 3 1973
 AD5848_MARK LOGO: NOS
 AD5848_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5848+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2022
 AD5848
 AD5848  HISTORY     - Date     Condition        Report By
 AD5848  HISTORY     - 1973     MONUMENTED       NOS
 AD5848  HISTORY     - 1981     GOOD             FLDNR
 AD5848  HISTORY     - 1989     GOOD             USPSQD
 AD5848  HISTORY     - 1989     GOOD             USPSQD
 AD5848  HISTORY     - 1990     GOOD             USPSQD
 AD5848  HISTORY     - 1990     GOOD             USPSQD
 AD5848  HISTORY     - 19910607 GOOD             USPSQD
 AD5848  HISTORY     - 19940312 GOOD             USPSQD
 AD5848  HISTORY     - 19950606 GOOD             USPSQD
 AD5848  HISTORY     - 19980218 GOOD             USPSQD
 AD5848  HISTORY     - 20020212 GOOD             USPSQD
 AD5848  HISTORY     - 20041213 GOOD             FLDT
 AD5848  HISTORY     - 20060921 GOOD             FLDEP
 AD5848  HISTORY     - 20110205 GOOD             GEOCAC
 AD5848  HISTORY     - 20220127 GOOD             USPSQD
 AD5848
 AD5848                          STATION DESCRIPTION
 AD5848
 AD5848'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5848'IN POMPANO BEACH.
 AD5848'AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET IN POMPANO BEACH.
 AD5848'THE MARK IS SET IN THE CONCRETE CURBING NEAR A DRAIN AND BEARS 222
 AD5848'FEET SOUTH OF THE SOUTH END OF THE BRIDGE, 18 FEET WEST OF A1A
 AD5848'CENTERLINE, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5848'THE MARK IS ABOVE LEVEL WITH CURBING.
 AD5848
 AD5848                          STATION RECOVERY (1989)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (1989)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (1990)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (1990)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (1991)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (1994)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (1995)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (1998)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (2002)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (2004)
 AD5848
 AD5848'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5848'RECOVERED AS DESCRIBED
 AD5848
 AD5848                          STATION RECOVERY (2006)
 AD5848
 AD5848'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5848'RECOVERED AS DESCRIBED.
 AD5848
 AD5848                          STATION RECOVERY (2011)
 AD5848
 AD5848'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD5848'RECOVERED IN GOOD CONDITION.
 AD5848
 AD5848                          STATION RECOVERY (2022)
 AD5848
 AD5848'RECOVERY NOTE BY US POWER SQUADRON 2022 (STH)
 AD5848'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5847 ***********************************************************************
 AD5847  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5847  DESIGNATION -  872 2859 5
 AD5847  PID         -  AD5847
 AD5847  STATE/COUNTY-  FL/BROWARD
 AD5847  COUNTRY     -  US
 AD5847  USGS QUAD   -  BOCA RATON (2018)
 AD5847
 AD5847                         *CURRENT SURVEY CONTROL
 AD5847  ______________________________________________________________________
 AD5847* NAD 83(1986) POSITION- 26 15 40.2    (N) 080 05 01.3    (W)   HD_HELD2
 AD5847* NAVD 88 ORTHO HEIGHT -     1.003 (meters)        3.29  (feet) ADJUSTED
 AD5847  ______________________________________________________________________
 AD5847  GEOID HEIGHT    -        -25.946 (meters)                     GEOID18
 AD5847  DYNAMIC HEIGHT  -          1.002 (meters)        3.29  (feet) COMP
 AD5847  MODELED GRAVITY -    979,072.7   (mgal)                       NAVD 88
 AD5847
 AD5847  VERT ORDER      -  SECOND    CLASS I
 AD5847
 AD5847.The horizontal coordinates were established by autonomous hand held GPS
 AD5847.observations and have an estimated accuracy of +/- 10 meters.
 AD5847
 AD5847.The orthometric height was determined by differential leveling and
 AD5847.adjusted by the NATIONAL GEODETIC SURVEY
 AD5847.in June 1991.
 AD5847
 AD5847.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5847.GEOID18 height accuracy estimate available here.
 AD5847
 AD5847.This Tidal Bench Mark is designated as VM 5669
 AD5847.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5847
 AD5847.Click photographs - Photos may exist for this station.
 AD5847
 AD5847.The dynamic height is computed by dividing the NAVD 88
 AD5847.geopotential number by the normal gravity value computed on the
 AD5847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5847.degrees latitude (g = 980.6199 gals.).
 AD5847
 AD5847.The modeled gravity was interpolated from observed gravity values.
 AD5847
 AD5847;                    North         East    Units  Estimated Accuracy
 AD5847;SPC FL E     -   213,872.      291,532.      MT  (+/- 10 meters HH2 GPS)
 AD5847
 AD5847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK9150004930(NAD 83)
 AD5847
 AD5847                          SUPERSEDED SURVEY CONTROL
 AD5847
 AD5847  NGVD 29 (09/01/92)    1.482  (m)            4.86   (f) ADJUSTED    2 1
 AD5847
 AD5847.Superseded values are not recommended for survey control.
 AD5847
 AD5847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5847.See file dsdata.pdf to determine how the superseded data were derived.
 AD5847
 AD5847_MARKER: DD = SURVEY DISK
 AD5847_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD5847_SP_SET: BRIDGE ABUTMENT
 AD5847_STAMPING: NO 5 1973
 AD5847_MARK LOGO: NOS
 AD5847_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5847_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5847+SATELLITE: SATELLITE OBSERVATIONS - January 27, 2022
 AD5847
 AD5847  HISTORY     - Date     Condition        Report By
 AD5847  HISTORY     - 1973     MONUMENTED       NOS
 AD5847  HISTORY     - 1981     GOOD             FLDNR
 AD5847  HISTORY     - 1989     GOOD             USPSQD
 AD5847  HISTORY     - 1989     GOOD             USPSQD
 AD5847  HISTORY     - 1990     GOOD             USPSQD
 AD5847  HISTORY     - 1990     GOOD             USPSQD
 AD5847  HISTORY     - 19910607 GOOD             USPSQD
 AD5847  HISTORY     - 19950606 GOOD             USPSQD
 AD5847  HISTORY     - 19980218 GOOD             USPSQD
 AD5847  HISTORY     - 20011005 GOOD             USPSQD
 AD5847  HISTORY     - 20041213 GOOD             FLDT
 AD5847  HISTORY     - 20060921 GOOD             FLDEP
 AD5847  HISTORY     - 20070113 MARK NOT FOUND   USPSQD
 AD5847  HISTORY     - 20110205 GOOD             GEOCAC
 AD5847  HISTORY     - 20220127 GOOD             USPSQD
 AD5847
 AD5847                          STATION DESCRIPTION
 AD5847
 AD5847'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5847'IN POMPANO BEACH.
 AD5847'AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET IN POMPANO BEACH.
 AD5847'THE MARK IS SET IN THE CONCRETE BRIDGE ABUTMENT UNDER THE SOUTH END OF
 AD5847'THE BRIDGE AND BEARS 34.5 FEET SOUTH OF THE CONCRETE SEAWALL, 15 FEET
 AD5847'SOUTH OF THE CENTER OF A PAVED ROAD UNDER THE BRIDGE, AND RECOVERED
 AD5847'AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5847'THE MARK IS ABOVE LEVEL WITH ABUTMENT.
 AD5847
 AD5847                          STATION RECOVERY (1989)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5847'RECOVERED IN GOOD CONDITION.
 AD5847
 AD5847                          STATION RECOVERY (1989)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD5847'RECOVERED IN GOOD CONDITION.
 AD5847
 AD5847                          STATION RECOVERY (1990)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5847'RECOVERED IN GOOD CONDITION.
 AD5847
 AD5847                          STATION RECOVERY (1990)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5847'RECOVERED IN GOOD CONDITION.
 AD5847
 AD5847                          STATION RECOVERY (1991)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5847'RECOVERED IN GOOD CONDITION.
 AD5847
 AD5847                          STATION RECOVERY (1995)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5847'RECOVERED IN GOOD CONDITION.
 AD5847
 AD5847                          STATION RECOVERY (1998)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5847'RECOVERED IN GOOD CONDITION.
 AD5847
 AD5847                          STATION RECOVERY (2001)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 2001
 AD5847'RECOVERED IN GOOD CONDITION.
 AD5847
 AD5847                          STATION RECOVERY (2004)
 AD5847
 AD5847'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5847'RECOVERED AS DESCRIBED
 AD5847
 AD5847                          STATION RECOVERY (2006)
 AD5847
 AD5847'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5847'RECOVERED AS DESCRIBED.
 AD5847
 AD5847                          STATION RECOVERY (2007)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 2007 (RI)
 AD5847'MARK NOT FOUND.
 AD5847
 AD5847                          STATION RECOVERY (2011)
 AD5847
 AD5847'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD5847'RECOVERED IN GOOD CONDITION.
 AD5847
 AD5847                          STATION RECOVERY (2022)
 AD5847
 AD5847'RECOVERY NOTE BY US POWER SQUADRON 2022 (STH)
 AD5847'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5849 ***********************************************************************
 AD5849  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5849  DESIGNATION -  872 2859 TIDAL 1
 AD5849  PID         -  AD5849
 AD5849  STATE/COUNTY-  FL/BROWARD
 AD5849  COUNTRY     -  US
 AD5849  USGS QUAD   -  BOCA RATON (2018)
 AD5849
 AD5849                         *CURRENT SURVEY CONTROL
 AD5849  ______________________________________________________________________
 AD5849* NAD 83(1986) POSITION- 26 15 37.     (N) 080 05 05.     (W)   SCALED
 AD5849* NAVD 88 ORTHO HEIGHT -     0.895 (meters)        2.94  (feet) ADJUSTED
 AD5849  ______________________________________________________________________
 AD5849  GEOID HEIGHT    -        -25.942 (meters)                     GEOID18
 AD5849  DYNAMIC HEIGHT  -          0.893 (meters)        2.93  (feet) COMP
 AD5849  MODELED GRAVITY -    979,072.7   (mgal)                       NAVD 88
 AD5849
 AD5849  VERT ORDER      -  SECOND    CLASS I
 AD5849
 AD5849.The horizontal coordinates were scaled from a map and have
 AD5849.an estimated accuracy of +/- 6 seconds.
 AD5849
 AD5849.The orthometric height was determined by differential leveling and
 AD5849.adjusted by the NATIONAL GEODETIC SURVEY
 AD5849.in June 1991.
 AD5849
 AD5849.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5849.GEOID18 height accuracy estimate available here.
 AD5849
 AD5849.This Tidal Bench Mark is designated as VM 5665
 AD5849.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5849
 AD5849.Click photographs - Photos may exist for this station.
 AD5849
 AD5849.The dynamic height is computed by dividing the NAVD 88
 AD5849.geopotential number by the normal gravity value computed on the
 AD5849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5849.degrees latitude (g = 980.6199 gals.).
 AD5849
 AD5849.The modeled gravity was interpolated from observed gravity values.
 AD5849
 AD5849;                    North         East    Units  Estimated Accuracy
 AD5849;SPC FL E     -   213,770.      291,430.      MT  (+/- 180 meters Scaled)
 AD5849
 AD5849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913048(NAD 83)
 AD5849
 AD5849                          SUPERSEDED SURVEY CONTROL
 AD5849
 AD5849  NGVD 29 (09/01/92)    1.373  (m)            4.50   (f) ADJUSTED    2 1
 AD5849
 AD5849.Superseded values are not recommended for survey control.
 AD5849
 AD5849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5849.See file dsdata.pdf to determine how the superseded data were derived.
 AD5849
 AD5849_MARKER: DJ = TIDAL STATION DISK
 AD5849_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5849_SP_SET: SEAWALL
 AD5849_STAMPING: NO 1 1973
 AD5849_MARK LOGO: NOS
 AD5849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5849+STABILITY: SURFACE MOTION
 AD5849
 AD5849  HISTORY     - Date     Condition        Report By
 AD5849  HISTORY     - 1973     MONUMENTED       NOS
 AD5849  HISTORY     - 1981     GOOD             FLDNR
 AD5849  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5849  HISTORY     - 1989     GOOD             USPSQD
 AD5849  HISTORY     - 1990     GOOD             USPSQD
 AD5849  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5849  HISTORY     - 19910607 GOOD             USPSQD
 AD5849  HISTORY     - 19940312 MARK NOT FOUND   USPSQD
 AD5849  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD5849  HISTORY     - 19980218 GOOD             USPSQD
 AD5849  HISTORY     - 20020417 MARK NOT FOUND   USPSQD
 AD5849  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5849  HISTORY     - 20070113 MARK NOT FOUND   USPSQD
 AD5849  HISTORY     - 20110205 MARK NOT FOUND   GEOCAC
 AD5849
 AD5849                          STATION DESCRIPTION
 AD5849
 AD5849'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5849'IN POMPANO BEACH.
 AD5849'AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET IN POMPANO BEACH.
 AD5849'THE MARK IS SET IN THE SEAWALL AND BEARS 39.5 FEET SOUTH OF THE
 AD5849'NORTHERN BOUNDARY OF THE HILLSBORO INLET MARINA PROPERTY, 4 FEET SOUTH
 AD5849'OF THE CENTERLINE OF A PIER, AND RECOVERED AS DESCRIBED IN NOS TIDAL
 AD5849'DATA, QUAD 260802.
 AD5849'THE MARK IS ABOVE LEVEL WITH SEAWALL.
 AD5849
 AD5849                          STATION RECOVERY (1989)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5849'MARK NOT FOUND.
 AD5849
 AD5849                          STATION RECOVERY (1989)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCM)
 AD5849'RECOVERED IN GOOD CONDITION.
 AD5849
 AD5849                          STATION RECOVERY (1990)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5849'RECOVERED IN GOOD CONDITION.
 AD5849
 AD5849                          STATION RECOVERY (1990)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5849'MARK NOT FOUND.
 AD5849
 AD5849                          STATION RECOVERY (1991)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5849'RECOVERED IN GOOD CONDITION.
 AD5849
 AD5849                          STATION RECOVERY (1994)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5849'MARK NOT FOUND.
 AD5849
 AD5849                          STATION RECOVERY (1995)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5849'MARK NOT FOUND.
 AD5849
 AD5849                          STATION RECOVERY (1998)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5849'RECOVERED IN GOOD CONDITION.
 AD5849
 AD5849                          STATION RECOVERY (2002)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 2002 (RWL)
 AD5849'MARK NOT FOUND.
 AD5849
 AD5849                          STATION RECOVERY (2004)
 AD5849
 AD5849'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5849'MARK NOT FOUND
 AD5849
 AD5849                          STATION RECOVERY (2007)
 AD5849
 AD5849'RECOVERY NOTE BY US POWER SQUADRON 2007 (RI)
 AD5849'MARK NOT FOUND.
 AD5849
 AD5849                          STATION RECOVERY (2011)
 AD5849
 AD5849'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD5849'THE MARK WAS SEARCHED FOR AND NOT FOUND.
 AD5849'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5850 ***********************************************************************
 AD5850  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5850  DESIGNATION -  872 2859 TIDAL 2
 AD5850  PID         -  AD5850
 AD5850  STATE/COUNTY-  FL/BROWARD
 AD5850  COUNTRY     -  US
 AD5850  USGS QUAD   -  BOCA RATON (2018)
 AD5850
 AD5850                         *CURRENT SURVEY CONTROL
 AD5850  ______________________________________________________________________
 AD5850* NAD 83(1986) POSITION- 26 15 37.     (N) 080 05 05.     (W)   SCALED
 AD5850* NAVD 88 ORTHO HEIGHT -     0.915 (meters)        3.00  (feet) ADJUSTED
 AD5850  ______________________________________________________________________
 AD5850  GEOID HEIGHT    -        -25.942 (meters)                     GEOID18
 AD5850  DYNAMIC HEIGHT  -          0.914 (meters)        3.00  (feet) COMP
 AD5850  MODELED GRAVITY -    979,072.7   (mgal)                       NAVD 88
 AD5850
 AD5850  VERT ORDER      -  SECOND    CLASS I
 AD5850
 AD5850.The horizontal coordinates were scaled from a map and have
 AD5850.an estimated accuracy of +/- 6 seconds.
 AD5850
 AD5850.The orthometric height was determined by differential leveling and
 AD5850.adjusted by the NATIONAL GEODETIC SURVEY
 AD5850.in June 1991.
 AD5850
 AD5850.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5850.GEOID18 height accuracy estimate available here.
 AD5850
 AD5850.This Tidal Bench Mark is designated as VM 5666
 AD5850.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5850
 AD5850.Click photographs - Photos may exist for this station.
 AD5850
 AD5850.The dynamic height is computed by dividing the NAVD 88
 AD5850.geopotential number by the normal gravity value computed on the
 AD5850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5850.degrees latitude (g = 980.6199 gals.).
 AD5850
 AD5850.The modeled gravity was interpolated from observed gravity values.
 AD5850
 AD5850;                    North         East    Units  Estimated Accuracy
 AD5850;SPC FL E     -   213,770.      291,430.      MT  (+/- 180 meters Scaled)
 AD5850
 AD5850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913048(NAD 83)
 AD5850
 AD5850                          SUPERSEDED SURVEY CONTROL
 AD5850
 AD5850  NGVD 29 (09/01/92)    1.394  (m)            4.57   (f) ADJUSTED    2 1
 AD5850
 AD5850.Superseded values are not recommended for survey control.
 AD5850
 AD5850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5850.See file dsdata.pdf to determine how the superseded data were derived.
 AD5850
 AD5850_MARKER: DD = SURVEY DISK
 AD5850_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5850_SP_SET: SEAWALL
 AD5850_STAMPING: NO 2 1973
 AD5850_MARK LOGO: NOS
 AD5850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5850+STABILITY: SURFACE MOTION
 AD5850
 AD5850  HISTORY     - Date     Condition        Report By
 AD5850  HISTORY     - 1973     MONUMENTED       NOS
 AD5850  HISTORY     - 1981     GOOD             FLDNR
 AD5850  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5850  HISTORY     - 1989     GOOD             USPSQD
 AD5850  HISTORY     - 1990     GOOD             USPSQD
 AD5850  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5850  HISTORY     - 19910607 GOOD             USPSQD
 AD5850  HISTORY     - 19950606 MARK NOT FOUND   USPSQD
 AD5850  HISTORY     - 20020212 GOOD             USPSQD
 AD5850  HISTORY     - 20070113 MARK NOT FOUND   USPSQD
 AD5850  HISTORY     - 20110205 MARK NOT FOUND   GEOCAC
 AD5850
 AD5850                          STATION DESCRIPTION
 AD5850
 AD5850'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5850'IN POMPANO BEACH.
 AD5850'AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET IN POMPANO BEACH.
 AD5850'THE MARK IS SET IN THE SEAWALL AND BEARS 34.5 FEET NORTH OF THE
 AD5850'CENTERLINE OF A PIER, 1.0 FOOT SOUTH OF THE NORTH BOUNDARY OF
 AD5850'HILLSBORO INLET MARINA PROPERTY, AND RECOVERED AS DESCRIBED IN NOS
 AD5850'TIDAL DATA, QUAD 260802.
 AD5850'THE MARK IS ABOVE LEVEL WITH SEAWALL.
 AD5850
 AD5850                          STATION RECOVERY (1989)
 AD5850
 AD5850'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5850'MARK NOT FOUND.
 AD5850
 AD5850                          STATION RECOVERY (1989)
 AD5850
 AD5850'RECOVERY NOTE BY US POWER SQUADRON 1989 (JCM)
 AD5850'RECOVERED IN GOOD CONDITION.
 AD5850
 AD5850                          STATION RECOVERY (1990)
 AD5850
 AD5850'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5850'RECOVERED IN GOOD CONDITION.
 AD5850
 AD5850                          STATION RECOVERY (1990)
 AD5850
 AD5850'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5850'MARK NOT FOUND.
 AD5850
 AD5850                          STATION RECOVERY (1991)
 AD5850
 AD5850'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5850'RECOVERED IN GOOD CONDITION.
 AD5850
 AD5850                          STATION RECOVERY (1995)
 AD5850
 AD5850'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5850'MARK NOT FOUND.
 AD5850
 AD5850                          STATION RECOVERY (2002)
 AD5850
 AD5850'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD5850'RECOVERED IN GOOD CONDITION.
 AD5850
 AD5850                          STATION RECOVERY (2007)
 AD5850
 AD5850'RECOVERY NOTE BY US POWER SQUADRON 2007 (RI)
 AD5850'MARK NOT FOUND.
 AD5850
 AD5850                          STATION RECOVERY (2011)
 AD5850
 AD5850'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD5850'THE MARK WAS SEARCHED FOR AND NOT FOUND.
 AD5850'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5846 ***********************************************************************
 AD5846  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5846  DESIGNATION -  872 2859 TIDAL 4
 AD5846  PID         -  AD5846
 AD5846  STATE/COUNTY-  FL/BROWARD
 AD5846  COUNTRY     -  US
 AD5846  USGS QUAD   -  BOCA RATON (2018)
 AD5846
 AD5846                         *CURRENT SURVEY CONTROL
 AD5846  ______________________________________________________________________
 AD5846* NAD 83(1986) POSITION- 26 15 37.     (N) 080 05 05.     (W)   SCALED
 AD5846* NAVD 88 ORTHO HEIGHT -     1.738 (meters)        5.70  (feet) ADJUSTED
 AD5846  ______________________________________________________________________
 AD5846  GEOID HEIGHT    -        -25.942 (meters)                     GEOID18
 AD5846  DYNAMIC HEIGHT  -          1.735 (meters)        5.69  (feet) COMP
 AD5846  MODELED GRAVITY -    979,072.7   (mgal)                       NAVD 88
 AD5846
 AD5846  VERT ORDER      -  SECOND    CLASS I
 AD5846
 AD5846.The horizontal coordinates were scaled from a map and have
 AD5846.an estimated accuracy of +/- 6 seconds.
 AD5846
 AD5846.The orthometric height was determined by differential leveling and
 AD5846.adjusted by the NATIONAL GEODETIC SURVEY
 AD5846.in June 1991.
 AD5846
 AD5846.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5846.GEOID18 height accuracy estimate available here.
 AD5846
 AD5846.This Tidal Bench Mark is designated as VM 5668
 AD5846.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5846
 AD5846.Click photographs - Photos may exist for this station.
 AD5846
 AD5846.The dynamic height is computed by dividing the NAVD 88
 AD5846.geopotential number by the normal gravity value computed on the
 AD5846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5846.degrees latitude (g = 980.6199 gals.).
 AD5846
 AD5846.The modeled gravity was interpolated from observed gravity values.
 AD5846
 AD5846;                    North         East    Units  Estimated Accuracy
 AD5846;SPC FL E     -   213,770.      291,430.      MT  (+/- 180 meters Scaled)
 AD5846
 AD5846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNK913048(NAD 83)
 AD5846
 AD5846                          SUPERSEDED SURVEY CONTROL
 AD5846
 AD5846  NGVD 29 (09/01/92)    2.216  (m)            7.27   (f) ADJUSTED    2 1
 AD5846
 AD5846.Superseded values are not recommended for survey control.
 AD5846
 AD5846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5846.See file dsdata.pdf to determine how the superseded data were derived.
 AD5846
 AD5846_MARKER: DD = SURVEY DISK
 AD5846_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD5846_SP_SET: BRIDGE SIDEWALK
 AD5846_STAMPING: NO 4 1973
 AD5846_MARK LOGO: NOS
 AD5846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5846
 AD5846  HISTORY     - Date     Condition        Report By
 AD5846  HISTORY     - 1973     MONUMENTED       NOS
 AD5846  HISTORY     - 1981     GOOD             FLDNR
 AD5846  HISTORY     - 1989     GOOD             USPSQD
 AD5846  HISTORY     - 1990     GOOD             USPSQD
 AD5846  HISTORY     - 1990     GOOD             USPSQD
 AD5846  HISTORY     - 19910607 GOOD             USPSQD
 AD5846  HISTORY     - 19950606 GOOD             USPSQD
 AD5846  HISTORY     - 19980218 GOOD             USPSQD
 AD5846  HISTORY     - 20020212 GOOD             USPSQD
 AD5846  HISTORY     - 20070113 MARK NOT FOUND   USPSQD
 AD5846  HISTORY     - 20110205 MARK NOT FOUND   GEOCAC
 AD5846
 AD5846                          STATION DESCRIPTION
 AD5846
 AD5846'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5846'IN POMPANO BEACH.
 AD5846'AT THE STATE HIGHWAY A1A BRIDGE OVER HILLSBORO INLET IN POMPANO BEACH.
 AD5846'THE MARK IS SET IN THE SOUTH END OF THE BRIDGE AND BEARS 16 FEET WEST
 AD5846'OF THE CENTER OF THE BRIDGE, 1.1 FEET WEST OF THE EAST EDGE OF THE
 AD5846'CURB, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5846'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
 AD5846
 AD5846                          STATION RECOVERY (1989)
 AD5846
 AD5846'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5846'RECOVERED IN GOOD CONDITION.
 AD5846
 AD5846                          STATION RECOVERY (1990)
 AD5846
 AD5846'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5846'RECOVERED IN GOOD CONDITION.
 AD5846
 AD5846                          STATION RECOVERY (1990)
 AD5846
 AD5846'RECOVERY NOTE BY US POWER SQUADRON 1990 (JRM)
 AD5846'RECOVERED IN GOOD CONDITION.
 AD5846
 AD5846                          STATION RECOVERY (1991)
 AD5846
 AD5846'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5846'RECOVERED IN GOOD CONDITION.
 AD5846
 AD5846                          STATION RECOVERY (1995)
 AD5846
 AD5846'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5846'RECOVERED IN GOOD CONDITION.
 AD5846
 AD5846                          STATION RECOVERY (1998)
 AD5846
 AD5846'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5846'RECOVERED IN GOOD CONDITION.
 AD5846
 AD5846                          STATION RECOVERY (2002)
 AD5846
 AD5846'RECOVERY NOTE BY US POWER SQUADRON 2002
 AD5846'RECOVERED IN GOOD CONDITION.
 AD5846
 AD5846                          STATION RECOVERY (2007)
 AD5846
 AD5846'RECOVERY NOTE BY US POWER SQUADRON 2007 (RI)
 AD5846'MARK NOT FOUND.
 AD5846
 AD5846                          STATION RECOVERY (2011)
 AD5846
 AD5846'RECOVERY NOTE BY GEOCACHING 2011 (RLM)
 AD5846'THE MARK WAS SEARCHED FOR AND NOT FOUND.
 AD5846'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5851 ***********************************************************************
 AD5851  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5851  DESIGNATION -  872 2899 3
 AD5851  PID         -  AD5851
 AD5851  STATE/COUNTY-  FL/BROWARD
 AD5851  COUNTRY     -  US
 AD5851  USGS QUAD   -  POMPANO BEACH (2018)
 AD5851
 AD5851                         *CURRENT SURVEY CONTROL
 AD5851  ______________________________________________________________________
 AD5851* NAD 83(1986) POSITION- 26 11 22.4    (N) 080 05 43.5    (W)   HD_HELD2
 AD5851* NAVD 88 ORTHO HEIGHT -     3.064 (meters)       10.05  (feet) ADJUSTED
 AD5851  ______________________________________________________________________
 AD5851  GEOID HEIGHT    -        -25.872 (meters)                     GEOID18
 AD5851  DYNAMIC HEIGHT  -          3.059 (meters)       10.04  (feet) COMP
 AD5851  MODELED GRAVITY -    979,064.5   (mgal)                       NAVD 88
 AD5851
 AD5851  VERT ORDER      -  SECOND    CLASS I
 AD5851
 AD5851.The horizontal coordinates were established by autonomous hand held GPS
 AD5851.observations and have an estimated accuracy of +/- 10 meters.
 AD5851
 AD5851.The orthometric height was determined by differential leveling and
 AD5851.adjusted by the NATIONAL GEODETIC SURVEY
 AD5851.in September 2010.
 AD5851
 AD5851.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5851.GEOID18 height accuracy estimate available here.
 AD5851
 AD5851.This Tidal Bench Mark is designated as VM 5685
 AD5851.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5851
 AD5851.Click photographs - Photos may exist for this station.
 AD5851
 AD5851.The dynamic height is computed by dividing the NAVD 88
 AD5851.geopotential number by the normal gravity value computed on the
 AD5851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5851.degrees latitude (g = 980.6199 gals.).
 AD5851
 AD5851.The modeled gravity was interpolated from observed gravity values.
 AD5851
 AD5851;                    North         East    Units  Estimated Accuracy
 AD5851;SPC FL E     -   205,929.      290,416.      MT  (+/- 10 meters HH2 GPS)
 AD5851
 AD5851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ9038596991(NAD 83)
 AD5851
 AD5851                          SUPERSEDED SURVEY CONTROL
 AD5851
 AD5851  NAVD 88 (06/15/91)    3.054  (m)           10.02   (f) SUPERSEDED  2 1
 AD5851  NGVD 29 (??/??/92)    3.537  (m)           11.60   (f) ADJ UNCH    2 1
 AD5851
 AD5851.Superseded values are not recommended for survey control.
 AD5851
 AD5851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5851.See file dsdata.pdf to determine how the superseded data were derived.
 AD5851
 AD5851_MARKER: DD = SURVEY DISK
 AD5851_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5851_SP_SET: SIDEWALK
 AD5851_STAMPING: NO 3 1973
 AD5851_MARK LOGO: NOS
 AD5851_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5851_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5851+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2013
 AD5851
 AD5851  HISTORY     - Date     Condition        Report By
 AD5851  HISTORY     - 1973     MONUMENTED       NOS
 AD5851  HISTORY     - 1981     GOOD             FLDNR
 AD5851  HISTORY     - 1989     GOOD             USPSQD
 AD5851  HISTORY     - 1990     GOOD             USPSQD
 AD5851  HISTORY     - 1990     GOOD             USPSQD
 AD5851  HISTORY     - 19910607 GOOD             USPSQD
 AD5851  HISTORY     - 19980217 GOOD             USPSQD
 AD5851  HISTORY     - 20021121 GOOD             USPSQD
 AD5851  HISTORY     - 20061121 GOOD             FLDEP
 AD5851  HISTORY     - 20080505 GOOD             FLDT
 AD5851  HISTORY     - 20130306 GOOD             GEOCAC
 AD5851  HISTORY     - 20240213 MARK NOT FOUND   USPSQD
 AD5851
 AD5851                          STATION DESCRIPTION
 AD5851
 AD5851'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5851'IN LAURDERDAL BY THE SEA.
 AD5851'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND COMMERCIAL BOULEVARD,
 AD5851'GO 0.15 MILE EAST ON COMMERCIAL BOULEVARD TO ITS END AND THE MARK. THE
 AD5851'MARK IS SET IN THE SIDEWALK AT THE NORTHEAST CORNER OF SOROVSON REAL
 AD5851'ESTATE OFFICE, 1.2 FEET NORTH OF THE NORTH WALL, AND 28.4 FEET SOUTH
 AD5851'OF THE CENTERLINE OF COMMERCIAL BOULEVARD.  MARK IS RECOVERED AS
 AD5851'DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5851
 AD5851                          STATION RECOVERY (1989)
 AD5851
 AD5851'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5851'RECOVERED IN GOOD CONDITION.
 AD5851
 AD5851                          STATION RECOVERY (1990)
 AD5851
 AD5851'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5851'RECOVERED IN GOOD CONDITION.
 AD5851
 AD5851                          STATION RECOVERY (1990)
 AD5851
 AD5851'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5851'RECOVERED IN GOOD CONDITION.
 AD5851
 AD5851                          STATION RECOVERY (1991)
 AD5851
 AD5851'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5851'RECOVERED IN GOOD CONDITION.
 AD5851
 AD5851                          STATION RECOVERY (1998)
 AD5851
 AD5851'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5851'RECOVERED IN GOOD CONDITION.
 AD5851
 AD5851                          STATION RECOVERY (2002)
 AD5851
 AD5851'RECOVERY NOTE BY US POWER SQUADRON 2002 (RT)
 AD5851'RECOVERED IN GOOD CONDITION.
 AD5851
 AD5851                          STATION RECOVERY (2006)
 AD5851
 AD5851'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5851'RECOVERED AS DESCRIBED.
 AD5851
 AD5851                          STATION RECOVERY (2008)
 AD5851
 AD5851'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2008 (PED)
 AD5851'RECOVERED IN GOOD CONDITION.
 AD5851
 AD5851                          STATION RECOVERY (2013)
 AD5851
 AD5851'RECOVERY NOTE BY GEOCACHING 2013 (RLM)
 AD5851'THE REAL ESTATE OFFICE IS NOW THE SWIM AND JOG SHOP.
 AD5851
 AD5851                          STATION RECOVERY (2024)
 AD5851
 AD5851'RECOVERY NOTE BY US POWER SQUADRON 2024 (BH)
 AD5851'LOOKS LIKE NEW SIDEWALK WAS RAISED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5854 ***********************************************************************
 AD5854  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5854  DESIGNATION -  872 2899 F
 AD5854  PID         -  AD5854
 AD5854  STATE/COUNTY-  FL/BROWARD
 AD5854  COUNTRY     -  US
 AD5854  USGS QUAD   -  POMPANO BEACH (2018)
 AD5854
 AD5854                         *CURRENT SURVEY CONTROL
 AD5854  ______________________________________________________________________
 AD5854* NAD 83(1986) POSITION- 26 11 25.47   (N) 080 05 44.49   (W)   HD_HELD1
 AD5854* NAVD 88 ORTHO HEIGHT -     3.109 (meters)       10.20  (feet) ADJUSTED
 AD5854  ______________________________________________________________________
 AD5854  GEOID HEIGHT    -        -25.872 (meters)                     GEOID18
 AD5854  DYNAMIC HEIGHT  -          3.104 (meters)       10.18  (feet) COMP
 AD5854  MODELED GRAVITY -    979,064.5   (mgal)                       NAVD 88
 AD5854
 AD5854  VERT ORDER      -  SECOND    CLASS I
 AD5854
 AD5854.The horizontal coordinates were determined by differentially corrected
 AD5854.hand held GPS observations or other comparable positioning techniques
 AD5854.and have an estimated accuracy of +/- 3 meters.
 AD5854
 AD5854.The orthometric height was determined by differential leveling and
 AD5854.adjusted by the NATIONAL GEODETIC SURVEY
 AD5854.in September 2010.
 AD5854
 AD5854.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5854.GEOID18 height accuracy estimate available here.
 AD5854
 AD5854.This Tidal Bench Mark is designated as VM 5686
 AD5854.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5854
 AD5854.Click photographs - Photos may exist for this station.
 AD5854
 AD5854.The dynamic height is computed by dividing the NAVD 88
 AD5854.geopotential number by the normal gravity value computed on the
 AD5854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5854.degrees latitude (g = 980.6199 gals.).
 AD5854
 AD5854.The modeled gravity was interpolated from observed gravity values.
 AD5854
 AD5854;                    North         East    Units  Estimated Accuracy
 AD5854;SPC FL E     -   206,023.7     290,387.8     MT  (+/- 3 meters HH1 GPS) 
 AD5854
 AD5854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ9035697085(NAD 83)
 AD5854
 AD5854                          SUPERSEDED SURVEY CONTROL
 AD5854
 AD5854  NAVD 88 (06/15/91)    3.100  (m)           10.17   (f) SUPERSEDED  2 1
 AD5854  NGVD 29 (??/??/92)    3.583  (m)           11.76   (f) ADJ UNCH    2 1
 AD5854
 AD5854.Superseded values are not recommended for survey control.
 AD5854
 AD5854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5854.See file dsdata.pdf to determine how the superseded data were derived.
 AD5854
 AD5854_MARKER: DB = BENCH MARK DISK
 AD5854_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD5854_STAMPING: 2899 F 1981
 AD5854_MARK LOGO: NOS
 AD5854_PROJECTION: RECESSED 5 CENTIMETERS
 AD5854_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5854+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2013
 AD5854_ROD/PIPE-DEPTH: 9.14 meters
 AD5854
 AD5854  HISTORY     - Date     Condition        Report By
 AD5854  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5854  HISTORY     - 1989     GOOD             USPSQD
 AD5854  HISTORY     - 1990     GOOD             USPSQD
 AD5854  HISTORY     - 1990     GOOD             USPSQD
 AD5854  HISTORY     - 19910607 GOOD             USPSQD
 AD5854  HISTORY     - 19980128 GOOD             USPSQD
 AD5854  HISTORY     - 20020206 MARK NOT FOUND   USPSQD
 AD5854  HISTORY     - 20021006 MARK NOT FOUND   USPSQD
 AD5854  HISTORY     - 20041213 GOOD             FLDT
 AD5854  HISTORY     - 20061121 GOOD             FLDEP
 AD5854  HISTORY     - 20080505 GOOD             FLDT
 AD5854  HISTORY     - 20130306 GOOD             GEOCAC
 AD5854  HISTORY     - 20240213 MARK NOT FOUND   USPSQD
 AD5854
 AD5854                          STATION DESCRIPTION
 AD5854
 AD5854'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5854'IN LAURDERDAL BY THE SEA.
 AD5854'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND COMMERCIAL BOULEVARD
 AD5854'IN LAUDERDALE-BY-THE-SEA.  GO 0.10 MILE EAST TO ELMAR DRIVE.  THE
 AD5854'MARK BEARS APPROXIMATELY 250 FEET NORTH ALONG ELMAR DRIVE FROM THE
 AD5854'INTERSECTION OF COMMERCIAL BOULEVARD (AND ALSO A FLAGPOLE WHICH IS
 AD5854'IN THE CENTER OF THE INTERSECTION), 21.4 FEET WEST OF THE NORTHBOUND
 AD5854'LANE OF ELMAR DRIVE, 19.6 FEET EAST OF THE SOUTHBOUND LANE OF ELMAR
 AD5854'DRIVE, 33.7 FEET NORTH OF THE SOUTH END OF A GRASS TRAFFIC ISLAND,
 AD5854'AND 3.3 FEET SOUTH OF A NO PARKING SIGN.  THE MARK BEARS 40.9 FEET
 AD5854'SOUTH OF BENCH MARK 2899 G 1981.
 AD5854'THE MARK IS 3.1 FT  S FROM A WITNESS POST.
 AD5854'THE MARK IS 0.1 FT BELOW GROUND.
 AD5854
 AD5854                          STATION RECOVERY (1989)
 AD5854
 AD5854'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5854'RECOVERED IN GOOD CONDITION.
 AD5854
 AD5854                          STATION RECOVERY (1990)
 AD5854
 AD5854'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5854'RECOVERED IN GOOD CONDITION.
 AD5854
 AD5854                          STATION RECOVERY (1990)
 AD5854
 AD5854'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5854'RECOVERED IN GOOD CONDITION.
 AD5854
 AD5854                          STATION RECOVERY (1991)
 AD5854
 AD5854'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5854'RECOVERED IN GOOD CONDITION.
 AD5854
 AD5854                          STATION RECOVERY (1998)
 AD5854
 AD5854'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5854'RECOVERED IN GOOD CONDITION.
 AD5854
 AD5854                          STATION RECOVERY (2002)
 AD5854
 AD5854'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AD5854'AREA RENOVATED.
 AD5854
 AD5854                          STATION RECOVERY (2002)
 AD5854
 AD5854'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AD5854'MARK NOT FOUND.
 AD5854
 AD5854                          STATION RECOVERY (2004)
 AD5854
 AD5854'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5854'RECOVERED AS DESCRIBED
 AD5854
 AD5854                          STATION RECOVERY (2006)
 AD5854
 AD5854'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5854'RECOVERED AS DESCRIBED.
 AD5854
 AD5854                          STATION RECOVERY (2008)
 AD5854
 AD5854'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2008 (PED)
 AD5854'RECOVERED IN GOOD CONDITION.
 AD5854
 AD5854                          STATION RECOVERY (2013)
 AD5854
 AD5854'RECOVERY NOTE BY GEOCACHING 2013 (RLM)
 AD5854'RECOVERED IN GOOD CONDITION.
 AD5854
 AD5854                          STATION RECOVERY (2024)
 AD5854
 AD5854'RECOVERY NOTE BY US POWER SQUADRON 2024 (BH)
 AD5854'LOOKS LIKE THEY REDID LAWN AREA AND PROBABLY MARK IS BELOW SOD NOW.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5855 ***********************************************************************
 AD5855  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5855  DESIGNATION -  872 2899 G TIDAL
 AD5855  PID         -  AD5855
 AD5855  STATE/COUNTY-  FL/BROWARD
 AD5855  COUNTRY     -  US
 AD5855  USGS QUAD   -  POMPANO BEACH (2018)
 AD5855
 AD5855                         *CURRENT SURVEY CONTROL
 AD5855  ______________________________________________________________________
 AD5855* NAD 83(1986) POSITION- 26 11 19.     (N) 080 05 35.     (W)   SCALED
 AD5855* NAVD 88 ORTHO HEIGHT -     3.209 (meters)       10.53  (feet) ADJUSTED
 AD5855  ______________________________________________________________________
 AD5855  GEOID HEIGHT    -        -25.881 (meters)                     GEOID18
 AD5855  DYNAMIC HEIGHT  -          3.204 (meters)       10.51  (feet) COMP
 AD5855  MODELED GRAVITY -    979,064.5   (mgal)                       NAVD 88
 AD5855
 AD5855  VERT ORDER      -  SECOND    CLASS I
 AD5855
 AD5855.The horizontal coordinates were scaled from a map and have
 AD5855.an estimated accuracy of +/- 6 seconds.
 AD5855
 AD5855.The orthometric height was determined by differential leveling and
 AD5855.adjusted by the NATIONAL GEODETIC SURVEY
 AD5855.in June 1991.
 AD5855
 AD5855.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5855.GEOID18 height accuracy estimate available here.
 AD5855
 AD5855.This Tidal Bench Mark is designated as VM 5687
 AD5855.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5855
 AD5855.Click photographs - Photos may exist for this station.
 AD5855
 AD5855.The dynamic height is computed by dividing the NAVD 88
 AD5855.geopotential number by the normal gravity value computed on the
 AD5855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5855.degrees latitude (g = 980.6199 gals.).
 AD5855
 AD5855.The modeled gravity was interpolated from observed gravity values.
 AD5855
 AD5855;                    North         East    Units  Estimated Accuracy
 AD5855;SPC FL E     -   205,830.      290,650.      MT  (+/- 180 meters Scaled)
 AD5855
 AD5855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ906968(NAD 83)
 AD5855
 AD5855                          SUPERSEDED SURVEY CONTROL
 AD5855
 AD5855  NGVD 29 (??/??/92)    3.692  (m)           12.11   (f) ADJ UNCH    2 1
 AD5855
 AD5855.Superseded values are not recommended for survey control.
 AD5855
 AD5855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5855.See file dsdata.pdf to determine how the superseded data were derived.
 AD5855
 AD5855_MARKER: DD = SURVEY DISK
 AD5855_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD5855_STAMPING: 2899 G 1981
 AD5855_MARK LOGO: NOS
 AD5855_PROJECTION: FLUSH
 AD5855_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5855_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD5855+STABILITY: POSITION/ELEVATION WELL
 AD5855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5855+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2008
 AD5855_ROD/PIPE-DEPTH: 9.14 meters
 AD5855
 AD5855  HISTORY     - Date     Condition        Report By
 AD5855  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5855  HISTORY     - 1988     GOOD             USPSQD
 AD5855  HISTORY     - 1990     GOOD             USPSQD
 AD5855  HISTORY     - 1990     GOOD             USPSQD
 AD5855  HISTORY     - 19910607 GOOD             USPSQD
 AD5855  HISTORY     - 19980128 GOOD             USPSQD
 AD5855  HISTORY     - 20020206 MARK NOT FOUND   USPSQD
 AD5855  HISTORY     - 20021006 MARK NOT FOUND   USPSQD
 AD5855  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5855  HISTORY     - 20080505 GOOD             FLDT
 AD5855
 AD5855                          STATION DESCRIPTION
 AD5855
 AD5855'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5855'IN LAURDERDAL BY THE SEA.
 AD5855'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND COMMERCIAL BOULEVARD
 AD5855'IN LAUDERDALE-BY-THE-SEA.  GO 0.1 MILE EAST ALONG COMMERCIAL BOULEVARD
 AD5855'TO ELMAR DRIVE.  THE MARK BEARS APPROXIMATELY 291 FEET NORTH ALONG
 AD5855'ELMAR DRIVE FROM THE INTERSECTION OF COMMERCIAL BOULEVARD (AND FROM
 AD5855'A FLAGPOLE IN THE CENTER OF THE INTERSECTION), 20.9 FEET WEST OF THE
 AD5855'NORTHBOUND LANE OF ELMAR DRIVE, 20.0 FEET EAST OF THE SOUTHBOUND
 AD5855'LANE OF ELMAR DRIVE, 24.3 FEET NORTH OF THE SOUTH END OF A GRASS
 AD5855'TRAFFIC ISLAND, AND 40.9 FEET NORTH OF BENCH MARK 2899 F 1981.
 AD5855'THE MARK IS 1.4 FT  S FROM A WITNESS POST.
 AD5855'THE MARK IS 0.1 FT BELOW GROUND.
 AD5855
 AD5855                          STATION RECOVERY (1988)
 AD5855
 AD5855'RECOVERY NOTE BY US POWER SQUADRON 1988 (BJS)
 AD5855'RECOVERED IN GOOD CONDITION.
 AD5855
 AD5855                          STATION RECOVERY (1990)
 AD5855
 AD5855'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5855'RECOVERED IN GOOD CONDITION.
 AD5855
 AD5855                          STATION RECOVERY (1990)
 AD5855
 AD5855'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5855'RECOVERED IN GOOD CONDITION.
 AD5855
 AD5855                          STATION RECOVERY (1991)
 AD5855
 AD5855'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5855'RECOVERED IN GOOD CONDITION.
 AD5855
 AD5855                          STATION RECOVERY (1998)
 AD5855
 AD5855'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5855'RECOVERED IN GOOD CONDITION.
 AD5855
 AD5855                          STATION RECOVERY (2002)
 AD5855
 AD5855'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AD5855'AREA RENOVATED.
 AD5855
 AD5855                          STATION RECOVERY (2002)
 AD5855
 AD5855'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AD5855'MARK NOT FOUND.
 AD5855
 AD5855                          STATION RECOVERY (2004)
 AD5855
 AD5855'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5855'MARK NOT FOUND
 AD5855
 AD5855                          STATION RECOVERY (2008)
 AD5855
 AD5855'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2008 (PED)
 AD5855'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1506 ***********************************************************************
 DM1506  DESIGNATION -  872 2899 H
 DM1506  PID         -  DM1506
 DM1506  STATE/COUNTY-  FL/BROWARD
 DM1506  COUNTRY     -  US
 DM1506  USGS QUAD   -  POMPANO BEACH (2018)
 DM1506
 DM1506                         *CURRENT SURVEY CONTROL
 DM1506  ______________________________________________________________________
 DM1506* NAD 83(1986) POSITION- 26 11 14.66   (N) 080 05 43.29   (W)   HD_HELD1
 DM1506* NAVD 88 ORTHO HEIGHT -     3.860 (meters)       12.66  (feet) ADJUSTED
 DM1506  ______________________________________________________________________
 DM1506  GEOID HEIGHT    -        -25.872 (meters)                     GEOID18
 DM1506  DYNAMIC HEIGHT  -          3.853 (meters)       12.64  (feet) COMP
 DM1506  MODELED GRAVITY -    979,064.4   (mgal)                       NAVD 88
 DM1506
 DM1506  VERT ORDER      -  SECOND    CLASS I
 DM1506
 DM1506.The horizontal coordinates were determined by differentially corrected
 DM1506.hand held GPS observations or other comparable positioning techniques
 DM1506.and have an estimated accuracy of +/- 3 meters.
 DM1506
 DM1506.The orthometric height was determined by differential leveling and
 DM1506.adjusted by the NATIONAL GEODETIC SURVEY
 DM1506.in September 2010.
 DM1506
 DM1506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1506.GEOID18 height accuracy estimate available here.
 DM1506
 DM1506.Click photographs - Photos may exist for this station.
 DM1506
 DM1506.The dynamic height is computed by dividing the NAVD 88
 DM1506.geopotential number by the normal gravity value computed on the
 DM1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1506.degrees latitude (g = 980.6199 gals.).
 DM1506
 DM1506.The modeled gravity was interpolated from observed gravity values.
 DM1506
 DM1506;                    North         East    Units  Estimated Accuracy
 DM1506;SPC FL E     -   205,691.2     290,423.5     MT  (+/- 3 meters HH1 GPS) 
 DM1506
 DM1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ9039296753(NAD 83)
 DM1506
 DM1506                          SUPERSEDED SURVEY CONTROL
 DM1506
 DM1506.No superseded survey control is available for this station.
 DM1506
 DM1506_MARKER: DD = SURVEY DISK
 DM1506_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1506_SP_SET: RETAINING WALL
 DM1506_STAMPING: 2899 H 2006
 DM1506_MARK LOGO: FLDEP
 DM1506_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1506+STABILITY: SURFACE MOTION
 DM1506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1506+SATELLITE: SATELLITE OBSERVATIONS - November 24, 2006
 DM1506
 DM1506  HISTORY     - Date     Condition        Report By
 DM1506  HISTORY     - 20061124 MONUMENTED       FLDEP
 DM1506  HISTORY     - 20240213 GOOD             USPSQD
 DM1506
 DM1506                          STATION DESCRIPTION
 DM1506
 DM1506'DESCRIBED BY FL DEPT OF ENV PRO 2006 (JRH)
 DM1506'THE MARK IS IN LAUDERDALE-BY-THE-SEA, IN SECTION 18, TOWNSHIP 49
 DM1506'SOUTH, RANGE 43 EAST.
 DM1506'
 DM1506'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY A1A (NORTH
 DM1506'OCEAN BOULEVARD) AND STATE ROAD 870 (COMMERCIAL BOULEVARD) IN
 DM1506'LAUDERDALE-BY-THE-SEA, GO SOUTH ON STATE HIGHWAY A1A (NORTH OCEAN
 DM1506'BOULEVARD) FOR 0.15 MI (0.2 KM) TO THE INTERSECTION OF DATURA AVENUE.
 DM1506'TURN LEFT ON DATURA AVENUE AND GO EAST FOR 0.1 MI (0.2 KM) TO THE
 DM1506'INTERSECTION OF EL MAR DRIVE.  CONTINUE EAST ON DATURA AVENUE INTO THE
 DM1506'DATURA AVENUE PORTAL AND THE MARK ON THE RIGHT, A FLDEP SURVEY DISK
 DM1506'SET FLUSH IN THE TOP OF THE NORTHEAST CORNER OF A RETAINING WALL IN
 DM1506'THE SOUTHEAST CORNER OF THE DATURA AVENUE PORTAL, 2.7 FT (0.8 M) ABOVE
 DM1506'THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH EL MAR DRIVE.
 DM1506'
 DM1506'LOCATED 195.0 FT (59.4 M) EAST OF THE CENTERLINE OF THE NORTHBOUND
 DM1506'LANES OF EL MAR DRIVE, 22.6 FT (6.9 M) SOUTH OF THE EXTENDED
 DM1506'CENTERLINE OF DATURA AVENUE, 20.3 FT (6.2 M) SOUTHEAST OF THE
 DM1506'SOUTHEAST CORNER OF A CONCRETE PAVILION AND 6.3 FT (1.9 M) SOUTHEAST
 DM1506'OF A PUBLIC BEACH SHOWER.
 DM1506
 DM1506                          STATION RECOVERY (2024)
 DM1506
 DM1506'RECOVERY NOTE BY US POWER SQUADRON 2024 (BH)
 DM1506'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5853 ***********************************************************************
 AD5853  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5853  DESIGNATION -  872 2899 TIDAL 1
 AD5853  PID         -  AD5853
 AD5853  STATE/COUNTY-  FL/BROWARD
 AD5853  COUNTRY     -  US
 AD5853  USGS QUAD   -  POMPANO BEACH (2018)
 AD5853
 AD5853                         *CURRENT SURVEY CONTROL
 AD5853  ______________________________________________________________________
 AD5853* NAD 83(1986) POSITION- 26 11 19.     (N) 080 05 35.     (W)   SCALED
 AD5853* NAVD 88 ORTHO HEIGHT -     3.418 (meters)       11.21  (feet) ADJUSTED
 AD5853  ______________________________________________________________________
 AD5853  GEOID HEIGHT    -        -25.881 (meters)                     GEOID18
 AD5853  DYNAMIC HEIGHT  -          3.413 (meters)       11.20  (feet) COMP
 AD5853  MODELED GRAVITY -    979,064.5   (mgal)                       NAVD 88
 AD5853
 AD5853  VERT ORDER      -  SECOND    CLASS I
 AD5853
 AD5853.The horizontal coordinates were scaled from a map and have
 AD5853.an estimated accuracy of +/- 6 seconds.
 AD5853
 AD5853.The orthometric height was determined by differential leveling and
 AD5853.adjusted by the NATIONAL GEODETIC SURVEY
 AD5853.in June 1991.
 AD5853
 AD5853.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5853.GEOID18 height accuracy estimate available here.
 AD5853
 AD5853.This Tidal Bench Mark is designated as VM 5683
 AD5853.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5853
 AD5853.Click photographs - Photos may exist for this station.
 AD5853
 AD5853.The dynamic height is computed by dividing the NAVD 88
 AD5853.geopotential number by the normal gravity value computed on the
 AD5853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5853.degrees latitude (g = 980.6199 gals.).
 AD5853
 AD5853.The modeled gravity was interpolated from observed gravity values.
 AD5853
 AD5853;                    North         East    Units  Estimated Accuracy
 AD5853;SPC FL E     -   205,830.      290,650.      MT  (+/- 180 meters Scaled)
 AD5853
 AD5853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ906968(NAD 83)
 AD5853
 AD5853                          SUPERSEDED SURVEY CONTROL
 AD5853
 AD5853  NGVD 29 (??/??/92)    3.901  (m)           12.80   (f) ADJ UNCH    2 1
 AD5853
 AD5853.Superseded values are not recommended for survey control.
 AD5853
 AD5853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5853.See file dsdata.pdf to determine how the superseded data were derived.
 AD5853
 AD5853_MARKER: DD = SURVEY DISK
 AD5853_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5853_SP_SET: PIER WALKWAY
 AD5853_STAMPING: NO 1 1973
 AD5853_MARK LOGO: NOS
 AD5853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5853
 AD5853  HISTORY     - Date     Condition        Report By
 AD5853  HISTORY     - 1973     MONUMENTED       NOS
 AD5853  HISTORY     - 1981     GOOD             FLDNR
 AD5853  HISTORY     - 1989     GOOD             USPSQD
 AD5853  HISTORY     - 1990     GOOD             USPSQD
 AD5853  HISTORY     - 1990     GOOD             USPSQD
 AD5853  HISTORY     - 19910607 GOOD             USPSQD
 AD5853  HISTORY     - 19980217 GOOD             USPSQD
 AD5853  HISTORY     - 20020206 GOOD             USPSQD
 AD5853
 AD5853                          STATION DESCRIPTION
 AD5853
 AD5853'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5853'IN LAURDERDAL BY THE SEA.
 AD5853'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND COMMERCIAL BLVD,
 AD5853'GO 0.15 MILE EAST ON COMMERCIAL BLVD TO ITS END AND THE MARK.  THE
 AD5853'MARK IS SET IN THE PIER WALKWAY AT THE NORTHWEST CORNER OF THE ANGLIN
 AD5853'FISHING PIER RESTAURANT, 24.9 FEET EAST OF THE CENTERLINE OF THE
 AD5853'NORTH-SOUTH SIDEWALK LEADING TO THE PIER, AND 2.5 FEET NORTH OF THE
 AD5853'CENTER OF THE PIER WALKWAY.  MARK IS RECOVERED AS DESCRIBED IN NOS
 AD5853'TIDAL DATA, QUAD 260802.
 AD5853
 AD5853                          STATION RECOVERY (1989)
 AD5853
 AD5853'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5853'RECOVERED IN GOOD CONDITION.
 AD5853
 AD5853                          STATION RECOVERY (1990)
 AD5853
 AD5853'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5853'RECOVERED IN GOOD CONDITION.
 AD5853
 AD5853                          STATION RECOVERY (1990)
 AD5853
 AD5853'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5853'RECOVERED IN GOOD CONDITION.
 AD5853
 AD5853                          STATION RECOVERY (1991)
 AD5853
 AD5853'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5853'RECOVERED IN GOOD CONDITION.
 AD5853
 AD5853                          STATION RECOVERY (1998)
 AD5853
 AD5853'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5853'RECOVERED IN GOOD CONDITION.
 AD5853
 AD5853                          STATION RECOVERY (2002)
 AD5853
 AD5853'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AD5853'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5852 ***********************************************************************
 AD5852  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5852  DESIGNATION -  872 2899 TIDAL 2
 AD5852  PID         -  AD5852
 AD5852  STATE/COUNTY-  FL/BROWARD
 AD5852  COUNTRY     -  US
 AD5852  USGS QUAD   -  POMPANO BEACH (2018)
 AD5852
 AD5852                         *CURRENT SURVEY CONTROL
 AD5852  ______________________________________________________________________
 AD5852* NAD 83(1986) POSITION- 26 11 19.     (N) 080 05 35.     (W)   SCALED
 AD5852* NAVD 88 ORTHO HEIGHT -     2.651 (meters)        8.70  (feet) ADJUSTED
 AD5852  ______________________________________________________________________
 AD5852  GEOID HEIGHT    -        -25.881 (meters)                     GEOID18
 AD5852  DYNAMIC HEIGHT  -          2.647 (meters)        8.68  (feet) COMP
 AD5852  MODELED GRAVITY -    979,064.5   (mgal)                       NAVD 88
 AD5852
 AD5852  VERT ORDER      -  SECOND    CLASS I
 AD5852
 AD5852.The horizontal coordinates were scaled from a map and have
 AD5852.an estimated accuracy of +/- 6 seconds.
 AD5852
 AD5852.The orthometric height was determined by differential leveling and
 AD5852.adjusted by the NATIONAL GEODETIC SURVEY
 AD5852.in June 1991.
 AD5852
 AD5852.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5852.GEOID18 height accuracy estimate available here.
 AD5852
 AD5852.This Tidal Bench Mark is designated as VM 5684
 AD5852.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5852
 AD5852.Click photographs - Photos may exist for this station.
 AD5852
 AD5852.The dynamic height is computed by dividing the NAVD 88
 AD5852.geopotential number by the normal gravity value computed on the
 AD5852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5852.degrees latitude (g = 980.6199 gals.).
 AD5852
 AD5852.The modeled gravity was interpolated from observed gravity values.
 AD5852
 AD5852;                    North         East    Units  Estimated Accuracy
 AD5852;SPC FL E     -   205,830.      290,650.      MT  (+/- 180 meters Scaled)
 AD5852
 AD5852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ906968(NAD 83)
 AD5852
 AD5852                          SUPERSEDED SURVEY CONTROL
 AD5852
 AD5852  NGVD 29 (??/??/92)    3.134  (m)           10.28   (f) ADJ UNCH    2 1
 AD5852
 AD5852.Superseded values are not recommended for survey control.
 AD5852
 AD5852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5852.See file dsdata.pdf to determine how the superseded data were derived.
 AD5852
 AD5852_MARKER: DD = SURVEY DISK
 AD5852_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5852_SP_SET: SIDEWALK
 AD5852_STAMPING: NO 2 1973
 AD5852_MARK LOGO: NOS
 AD5852_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5852
 AD5852  HISTORY     - Date     Condition        Report By
 AD5852  HISTORY     - 1973     MONUMENTED       NOS
 AD5852  HISTORY     - 1981     GOOD             FLDNR
 AD5852  HISTORY     - 1989     GOOD             USPSQD
 AD5852  HISTORY     - 1990     GOOD             USPSQD
 AD5852  HISTORY     - 1990     GOOD             USPSQD
 AD5852  HISTORY     - 19910607 GOOD             USPSQD
 AD5852  HISTORY     - 19980217 POOR             USPSQD
 AD5852  HISTORY     - 20020206 GOOD             USPSQD
 AD5852
 AD5852                          STATION DESCRIPTION
 AD5852
 AD5852'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5852'IN LAURDERDAL BY THE SEA.
 AD5852'BEGIN AT THE INTERSECTION OF STATE ROAD A1A AND COMMERCIAL BOULEVARD,
 AD5852'GO 0.15 MILE EAST ON COMMERCIAL BLVD TO ITS END AND THE MARK.  THE
 AD5852'MARK IS SET IN THE NORTH END OF THE NORTH-SOUTH SIDEWALK AT THE EAST
 AD5852'END OF COMMERCIAL BLVD, AT THE NORTHEAST CORNER OF A RECTANGULAR
 AD5852'CANOPIED AREA WITH PARK BENCHES, AND 19.5 FEET SOUTH OF THE SOUTH
 AD5852'WALL OF THE WHARF RESTAURANT.  MARK IS RECOVERED AS DESCRIBED IN
 AD5852'NOS TIDAL DATA, QUAD 260802.
 AD5852
 AD5852                          STATION RECOVERY (1989)
 AD5852
 AD5852'RECOVERY NOTE BY US POWER SQUADRON 1989 (BJS)
 AD5852'RECOVERED IN GOOD CONDITION.
 AD5852
 AD5852                          STATION RECOVERY (1990)
 AD5852
 AD5852'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5852'RECOVERED IN GOOD CONDITION.
 AD5852
 AD5852                          STATION RECOVERY (1990)
 AD5852
 AD5852'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5852'RECOVERED IN GOOD CONDITION.
 AD5852
 AD5852                          STATION RECOVERY (1991)
 AD5852
 AD5852'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5852'RECOVERED IN GOOD CONDITION.
 AD5852
 AD5852                          STATION RECOVERY (1998)
 AD5852
 AD5852'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5852'MARK RECOVERED IN POOR CONDITION.
 AD5852
 AD5852                          STATION RECOVERY (2002)
 AD5852
 AD5852'RECOVERY NOTE BY US POWER SQUADRON 2002 (DM)
 AD5852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5863 ***********************************************************************
 AD5863  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5863  DESIGNATION -  872 2914 D TIDAL
 AD5863  PID         -  AD5863
 AD5863  STATE/COUNTY-  FL/BROWARD
 AD5863  COUNTRY     -  US
 AD5863  USGS QUAD   -  POMPANO BEACH (2018)
 AD5863
 AD5863                         *CURRENT SURVEY CONTROL
 AD5863  ______________________________________________________________________
 AD5863* NAD 83(1986) POSITION- 26 09 35.     (N) 080 06 35.     (W)   SCALED
 AD5863* NAVD 88 ORTHO HEIGHT -     1.051 (meters)        3.45  (feet) ADJUSTED
 AD5863  ______________________________________________________________________
 AD5863  GEOID HEIGHT    -        -25.808 (meters)                     GEOID18
 AD5863  DYNAMIC HEIGHT  -          1.050 (meters)        3.44  (feet) COMP
 AD5863  MODELED GRAVITY -    979,061.6   (mgal)                       NAVD 88
 AD5863
 AD5863  VERT ORDER      -  SECOND    CLASS I
 AD5863
 AD5863.The horizontal coordinates were scaled from a map and have
 AD5863.an estimated accuracy of +/- 6 seconds.
 AD5863
 AD5863.The orthometric height was determined by differential leveling and
 AD5863.adjusted by the NATIONAL GEODETIC SURVEY
 AD5863.in June 1991.
 AD5863
 AD5863.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5863.GEOID18 height accuracy estimate available here.
 AD5863
 AD5863.This Tidal Bench Mark is designated as VM 15828
 AD5863.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5863
 AD5863.Click photographs - Photos may exist for this station.
 AD5863
 AD5863.The dynamic height is computed by dividing the NAVD 88
 AD5863.geopotential number by the normal gravity value computed on the
 AD5863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5863.degrees latitude (g = 980.6199 gals.).
 AD5863
 AD5863.The modeled gravity was interpolated from observed gravity values.
 AD5863
 AD5863;                    North         East    Units  Estimated Accuracy
 AD5863;SPC FL E     -   202,610.      289,010.      MT  (+/- 180 meters Scaled)
 AD5863
 AD5863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ889936(NAD 83)
 AD5863
 AD5863                          SUPERSEDED SURVEY CONTROL
 AD5863
 AD5863  NGVD 29 (09/01/92)    1.534  (m)            5.03   (f) ADJUSTED    2 1
 AD5863
 AD5863.Superseded values are not recommended for survey control.
 AD5863
 AD5863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5863.See file dsdata.pdf to determine how the superseded data were derived.
 AD5863
 AD5863_MARKER: DJ = TIDAL STATION DISK
 AD5863_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5863_SP_SET: FOUNDATION FOR TWO MANHOLES
 AD5863_STAMPING: 2914 D 1981
 AD5863_MARK LOGO: NOS
 AD5863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5863
 AD5863  HISTORY     - Date     Condition        Report By
 AD5863  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5863  HISTORY     - 1989     GOOD             USPSQD
 AD5863  HISTORY     - 1990     GOOD             USPSQD
 AD5863  HISTORY     - 1990     GOOD             USPSQD
 AD5863  HISTORY     - 19910607 GOOD             USPSQD
 AD5863  HISTORY     - 19940412 GOOD             USPSQD
 AD5863  HISTORY     - 19980217 GOOD             USPSQD
 AD5863
 AD5863                          STATION DESCRIPTION
 AD5863
 AD5863'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5863'1.0 MI SE FROM FORT LAUDERDALE.
 AD5863'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 816 IN
 AD5863'FORT LAUDERDALE.  GO 0.5 MILE EAST ON STATE ROAD 816 TO BAYVIEW DRIVE.
 AD5863'GO SOUTH 0.5 MILE ALONG BAYVIEW DRIVE TO THE MARK.  THE MARK BEARS
 AD5863'30.8 FEET WEST OF THE CENTERLINE OF BAYVIEW DRIVE, 146 FEET SOUTH OF
 AD5863'THE CENTERLINE OF NORTHEAST 26TH STREET, 5.1 FEET EAST OF A 7-FOOT
 AD5863'HIGH CONCRETE AND BRICK FENCE, 7.4 FEET SOUTHEAST OF THE INTERSECTION
 AD5863'OF THE ABOVE FENCE WITH A 7-FOOT HIGH WOODEN FENCE, 5.0 FEET SOUTH
 AD5863'SOUTHEAST OF THE CENTER OF THE SOUTHERNMOST MANHOLE COVER, 1.8 FEET
 AD5863'NORTH OF THE NORTHEAST CORNER OF A FOUNDATION SUPPORTING TWO 8-INCH
 AD5863'GREEN PIPES AND A GREEN BOX, AND 260 FEET SOUTHWEST OF BENCH MARK
 AD5863'2914 F 1981.
 AD5863'THE MARK IS 1 FT ABOVE GROUND.
 AD5863
 AD5863                          STATION RECOVERY (1989)
 AD5863
 AD5863'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5863'RECOVERED IN GOOD CONDITION.
 AD5863
 AD5863                          STATION RECOVERY (1990)
 AD5863
 AD5863'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5863'RECOVERED IN GOOD CONDITION.
 AD5863
 AD5863                          STATION RECOVERY (1990)
 AD5863
 AD5863'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5863'RECOVERED IN GOOD CONDITION.
 AD5863
 AD5863                          STATION RECOVERY (1991)
 AD5863
 AD5863'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5863'RECOVERED IN GOOD CONDITION.
 AD5863
 AD5863                          STATION RECOVERY (1994)
 AD5863
 AD5863'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5863'RECOVERED IN GOOD CONDITION.
 AD5863
 AD5863                          STATION RECOVERY (1998)
 AD5863
 AD5863'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5863'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5859 ***********************************************************************
 AD5859  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5859  DESIGNATION -  872 2914 E
 AD5859  PID         -  AD5859
 AD5859  STATE/COUNTY-  FL/BROWARD
 AD5859  COUNTRY     -  US
 AD5859  USGS QUAD   -  POMPANO BEACH (2018)
 AD5859
 AD5859                         *CURRENT SURVEY CONTROL
 AD5859  ______________________________________________________________________
 AD5859* NAD 83(1986) POSITION- 26 09 45.15   (N) 080 06 35.73   (W)   HD_HELD1
 AD5859* NAVD 88 ORTHO HEIGHT -     0.853 (meters)        2.80  (feet) ADJUSTED
 AD5859  ______________________________________________________________________
 AD5859  GEOID HEIGHT    -        -25.808 (meters)                     GEOID18
 AD5859  DYNAMIC HEIGHT  -          0.851 (meters)        2.79  (feet) COMP
 AD5859  MODELED GRAVITY -    979,061.9   (mgal)                       NAVD 88
 AD5859
 AD5859  VERT ORDER      -  SECOND    CLASS I
 AD5859
 AD5859.The horizontal coordinates were determined by differentially corrected
 AD5859.hand held GPS observations or other comparable positioning techniques
 AD5859.and have an estimated accuracy of +/- 3 meters.
 AD5859
 AD5859.The orthometric height was determined by differential leveling and
 AD5859.adjusted by the NATIONAL GEODETIC SURVEY
 AD5859.in June 1991.
 AD5859
 AD5859.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5859.GEOID18 height accuracy estimate available here.
 AD5859
 AD5859.This Tidal Bench Mark is designated as VM 15826
 AD5859.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5859
 AD5859.Click photographs - Photos may exist for this station.
 AD5859
 AD5859.The dynamic height is computed by dividing the NAVD 88
 AD5859.geopotential number by the normal gravity value computed on the
 AD5859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5859.degrees latitude (g = 980.6199 gals.).
 AD5859
 AD5859.The modeled gravity was interpolated from observed gravity values.
 AD5859
 AD5859;                    North         East    Units  Estimated Accuracy
 AD5859;SPC FL E     -   202,926.4     288,986.3     MT  (+/- 3 meters HH1 GPS) 
 AD5859
 AD5859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8895593989(NAD 83)
 AD5859
 AD5859                          SUPERSEDED SURVEY CONTROL
 AD5859
 AD5859  NGVD 29 (09/01/92)    1.335  (m)            4.38   (f) ADJUSTED    2 1
 AD5859
 AD5859.Superseded values are not recommended for survey control.
 AD5859
 AD5859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5859.See file dsdata.pdf to determine how the superseded data were derived.
 AD5859
 AD5859_MARKER: DB = BENCH MARK DISK
 AD5859_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD5859_STAMPING: 2914 E 1981
 AD5859_MARK LOGO: NOS
 AD5859_PROJECTION: FLUSH
 AD5859_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5859+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2006
 AD5859_ROD/PIPE-DEPTH: 9.14 meters
 AD5859
 AD5859  HISTORY     - Date     Condition        Report By
 AD5859  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5859  HISTORY     - 1989     GOOD             USPSQD
 AD5859  HISTORY     - 1990     GOOD             USPSQD
 AD5859  HISTORY     - 1990     GOOD             USPSQD
 AD5859  HISTORY     - 19910608 GOOD             USPSQD
 AD5859  HISTORY     - 19940412 MARK NOT FOUND   USPSQD
 AD5859  HISTORY     - 19980217 GOOD             USPSQD
 AD5859  HISTORY     - 20030228 GOOD             USPSQD
 AD5859  HISTORY     - 20061123 GOOD             FLDEP
 AD5859
 AD5859                          STATION DESCRIPTION
 AD5859
 AD5859'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5859'0.8 MI SE FROM FORT LAUDERDALE.
 AD5859'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 816 IN
 AD5859'FORT LAUDERDALE.  GO 0.5 MILE EAST ALONG STATE ROAD 816 TO BAYVIEW
 AD5859'DRIVE, GO 0.3 MILE SOUTH ALONG BAYVIEW DRIVE TO THE MARK.  THE MARK
 AD5859'BEARS 27.8 FEET EAST OF THE CENTERLINE OF BAYVIEW DRIVE, 125.3 FEET
 AD5859'SOUTH OF THE CENTERLINE OF NORTHEAST 27TH STREET, 53 FEET NORTH OF
 AD5859'THE CENTERLINE OF THE NORTHERN DRIVE FOR THE HOUSE AT 2658 BAYVIEW
 AD5859'DRIVE, 0.7 FOOT WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A 6-FOOT
 AD5859'HIGH HEDGE, AND APPROXIMATELY 250 FEET NORTH OF BENCH MARK
 AD5859'2914 H 1981.
 AD5859'THE MARK IS ABOVE LEVEL WITH GROUND.
 AD5859
 AD5859                          STATION RECOVERY (1989)
 AD5859
 AD5859'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5859'RECOVERED IN GOOD CONDITION.
 AD5859
 AD5859                          STATION RECOVERY (1990)
 AD5859
 AD5859'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5859'RECOVERED IN GOOD CONDITION.
 AD5859
 AD5859                          STATION RECOVERY (1990)
 AD5859
 AD5859'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5859'RECOVERED IN GOOD CONDITION.
 AD5859
 AD5859                          STATION RECOVERY (1991)
 AD5859
 AD5859'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5859'RECOVERED IN GOOD CONDITION.
 AD5859
 AD5859                          STATION RECOVERY (1994)
 AD5859
 AD5859'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5859'MARK NOT FOUND.
 AD5859
 AD5859                          STATION RECOVERY (1998)
 AD5859
 AD5859'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5859'RECOVERED IN GOOD CONDITION.
 AD5859
 AD5859                          STATION RECOVERY (2003)
 AD5859
 AD5859'RECOVERY NOTE BY US POWER SQUADRON 2003 (RT)
 AD5859'RECOVERED IN GOOD CONDITION.
 AD5859
 AD5859                          STATION RECOVERY (2006)
 AD5859
 AD5859'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5859'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5862 ***********************************************************************
 AD5862  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5862  DESIGNATION -  872 2914 F TIDAL
 AD5862  PID         -  AD5862
 AD5862  STATE/COUNTY-  FL/BROWARD
 AD5862  COUNTRY     -  US
 AD5862  USGS QUAD   -  POMPANO BEACH (2018)
 AD5862
 AD5862                         *CURRENT SURVEY CONTROL
 AD5862  ______________________________________________________________________
 AD5862* NAD 83(1986) POSITION- 26 09 42.     (N) 080 06 34.     (W)   SCALED
 AD5862* NAVD 88 ORTHO HEIGHT -     0.976 (meters)        3.20  (feet) ADJUSTED
 AD5862  ______________________________________________________________________
 AD5862  GEOID HEIGHT    -        -25.810 (meters)                     GEOID18
 AD5862  DYNAMIC HEIGHT  -          0.974 (meters)        3.20  (feet) COMP
 AD5862  MODELED GRAVITY -    979,061.8   (mgal)                       NAVD 88
 AD5862
 AD5862  VERT ORDER      -  SECOND    CLASS I
 AD5862
 AD5862.The horizontal coordinates were scaled from a map and have
 AD5862.an estimated accuracy of +/- 6 seconds.
 AD5862
 AD5862.The orthometric height was determined by differential leveling and
 AD5862.adjusted by the NATIONAL GEODETIC SURVEY
 AD5862.in June 1991.
 AD5862
 AD5862.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5862.GEOID18 height accuracy estimate available here.
 AD5862
 AD5862.This Tidal Bench Mark is designated as VM 15827
 AD5862.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5862
 AD5862.Click photographs - Photos may exist for this station.
 AD5862
 AD5862.The dynamic height is computed by dividing the NAVD 88
 AD5862.geopotential number by the normal gravity value computed on the
 AD5862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5862.degrees latitude (g = 980.6199 gals.).
 AD5862
 AD5862.The modeled gravity was interpolated from observed gravity values.
 AD5862
 AD5862;                    North         East    Units  Estimated Accuracy
 AD5862;SPC FL E     -   202,830.      289,040.      MT  (+/- 180 meters Scaled)
 AD5862
 AD5862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ890938(NAD 83)
 AD5862
 AD5862                          SUPERSEDED SURVEY CONTROL
 AD5862
 AD5862  NGVD 29 (09/01/92)    1.458  (m)            4.78   (f) ADJUSTED    2 1
 AD5862
 AD5862.Superseded values are not recommended for survey control.
 AD5862
 AD5862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5862.See file dsdata.pdf to determine how the superseded data were derived.
 AD5862
 AD5862_MARKER: DJ = TIDAL STATION DISK
 AD5862_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD5862_STAMPING: 2914 F 1981
 AD5862_MARK LOGO: NOS
 AD5862_PROJECTION: FLUSH
 AD5862_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD5862+STABILITY: POSITION/ELEVATION WELL
 AD5862_ROD/PIPE-DEPTH: 9.14 meters
 AD5862
 AD5862  HISTORY     - Date     Condition        Report By
 AD5862  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5862  HISTORY     - 1989     GOOD             USPSQD
 AD5862  HISTORY     - 1990     GOOD             USPSQD
 AD5862  HISTORY     - 19910608 GOOD             USPSQD
 AD5862  HISTORY     - 19940412 GOOD             USPSQD
 AD5862  HISTORY     - 19980217 GOOD             USPSQD
 AD5862  HISTORY     - 20030228 GOOD             USPSQD
 AD5862
 AD5862                          STATION DESCRIPTION
 AD5862
 AD5862'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5862'1.0 MI SE FROM FORT LAUDERDALE.
 AD5862'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 816 IN
 AD5862'FORT LAUDERDALE.  GO 0.5 MILE EAST ON STATE ROAD 816 TO BAYVIEW DRIVE.
 AD5862'GO 0.5 MILE SOUTH ALONG BAYVIEW DRIVE TO THE MARK.  THE MARK BEARS
 AD5862'39.9 FEET EAST OF THE CENTERLINE OF BAYVIEW DRIVE, 116.5 FEET NORTH
 AD5862'OF THE CENTERLINE OF NORTHEAST 26TH STREET, 5.2 FEET SOUTH OF A
 AD5862'CONCRETE POWER POLE NUMBERED 118EM369, 3.5 FEET WEST OF A 5-FOOT
 AD5862'HIGH WOODEN FENCE, AND 150 FEET SOUTH OF BENCH MARK 2914 G 1981.
 AD5862'THE MARK IS 0.1 FT BELOW GROUND.
 AD5862
 AD5862                          STATION RECOVERY (1989)
 AD5862
 AD5862'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5862'RECOVERED IN GOOD CONDITION.
 AD5862
 AD5862                          STATION RECOVERY (1990)
 AD5862
 AD5862'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5862'RECOVERED IN GOOD CONDITION.
 AD5862
 AD5862                          STATION RECOVERY (1991)
 AD5862
 AD5862'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5862'RECOVERED IN GOOD CONDITION.
 AD5862
 AD5862                          STATION RECOVERY (1994)
 AD5862
 AD5862'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5862'RECOVERED IN GOOD CONDITION.
 AD5862
 AD5862                          STATION RECOVERY (1998)
 AD5862
 AD5862'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5862'RECOVERED IN GOOD CONDITION.
 AD5862
 AD5862                          STATION RECOVERY (2003)
 AD5862
 AD5862'RECOVERY NOTE BY US POWER SQUADRON 2003 (RT)
 AD5862'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5861 ***********************************************************************
 AD5861  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5861  DESIGNATION -  872 2914 G TIDAL
 AD5861  PID         -  AD5861
 AD5861  STATE/COUNTY-  FL/BROWARD
 AD5861  COUNTRY     -  US
 AD5861  USGS QUAD   -  POMPANO BEACH (2018)
 AD5861
 AD5861                         *CURRENT SURVEY CONTROL
 AD5861  ______________________________________________________________________
 AD5861* NAD 83(1986) POSITION- 26 09 42.     (N) 080 06 34.     (W)   SCALED
 AD5861* NAVD 88 ORTHO HEIGHT -     0.882 (meters)        2.89  (feet) ADJUSTED
 AD5861  ______________________________________________________________________
 AD5861  GEOID HEIGHT    -        -25.810 (meters)                     GEOID18
 AD5861  DYNAMIC HEIGHT  -          0.880 (meters)        2.89  (feet) COMP
 AD5861  MODELED GRAVITY -    979,061.8   (mgal)                       NAVD 88
 AD5861
 AD5861  VERT ORDER      -  SECOND    CLASS I
 AD5861
 AD5861.The horizontal coordinates were scaled from a map and have
 AD5861.an estimated accuracy of +/- 6 seconds.
 AD5861
 AD5861.The orthometric height was determined by differential leveling and
 AD5861.adjusted by the NATIONAL GEODETIC SURVEY
 AD5861.in June 1991.
 AD5861
 AD5861.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5861.GEOID18 height accuracy estimate available here.
 AD5861
 AD5861.This Tidal Bench Mark is designated as VM 15829
 AD5861.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5861
 AD5861.Click photographs - Photos may exist for this station.
 AD5861
 AD5861.The dynamic height is computed by dividing the NAVD 88
 AD5861.geopotential number by the normal gravity value computed on the
 AD5861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5861.degrees latitude (g = 980.6199 gals.).
 AD5861
 AD5861.The modeled gravity was interpolated from observed gravity values.
 AD5861
 AD5861;                    North         East    Units  Estimated Accuracy
 AD5861;SPC FL E     -   202,830.      289,040.      MT  (+/- 180 meters Scaled)
 AD5861
 AD5861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ890938(NAD 83)
 AD5861
 AD5861                          SUPERSEDED SURVEY CONTROL
 AD5861
 AD5861  NGVD 29 (09/01/92)    1.364  (m)            4.48   (f) ADJUSTED    2 1
 AD5861
 AD5861.Superseded values are not recommended for survey control.
 AD5861
 AD5861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5861.See file dsdata.pdf to determine how the superseded data were derived.
 AD5861
 AD5861_MARKER: DJ = TIDAL STATION DISK
 AD5861_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD5861_STAMPING: 2914 G 1981
 AD5861_MARK LOGO: NOS
 AD5861_PROJECTION: FLUSH
 AD5861_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD5861+STABILITY: POSITION/ELEVATION WELL
 AD5861_ROD/PIPE-DEPTH: 8.53 meters
 AD5861
 AD5861  HISTORY     - Date     Condition        Report By
 AD5861  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5861  HISTORY     - 1989     GOOD             USPSQD
 AD5861  HISTORY     - 1990     GOOD             USPSQD
 AD5861  HISTORY     - 1990     GOOD             USPSQD
 AD5861  HISTORY     - 19910608 GOOD             USPSQD
 AD5861  HISTORY     - 19940412 POOR             USPSQD
 AD5861  HISTORY     - 19980217 GOOD             USPSQD
 AD5861  HISTORY     - 20030228 GOOD             USPSQD
 AD5861
 AD5861                          STATION DESCRIPTION
 AD5861
 AD5861'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5861'0.9 MI SE FROM FORT LAUDERDALE.
 AD5861'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 816 IN
 AD5861'FORT LAUDERDALE.  GO 0.5 MILE EAST ALONG STATE ROAD 816 TO BAYVIEW
 AD5861'DRIVE.  GO 0.4 MILE SOUTH ALONG BAYVIEW DRIVE TO THE MARK.  THE MARK
 AD5861'BEARS 36.3 FEET EAST OF THE CENTERLINE OF BAYVIEW DRIVE, 25.7 FEET
 AD5861'NORTH OF THE CENTERLINE OF NORTHEAST 26TH COURT, 5.8 FEET NORTH
 AD5861'NORTHEAST OF A WOOD POWER POLE, 1.4 FEET SOUTHWEST OF THE SOUTHWEST
 AD5861'CORNER OF A 5-FOOT HIGH CHAIN LINK FENCE, AND APPROXIMATELY 300
 AD5861'FEET SOUTH OF BENCH MARK 2914 H 1981.
 AD5861'THE MARK IS ABOVE LEVEL WITH GROUND.
 AD5861
 AD5861                          STATION RECOVERY (1989)
 AD5861
 AD5861'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5861'RECOVERED IN GOOD CONDITION.
 AD5861
 AD5861                          STATION RECOVERY (1990)
 AD5861
 AD5861'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5861'RECOVERED IN GOOD CONDITION.
 AD5861
 AD5861                          STATION RECOVERY (1990)
 AD5861
 AD5861'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5861'RECOVERED IN GOOD CONDITION.
 AD5861
 AD5861                          STATION RECOVERY (1991)
 AD5861
 AD5861'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5861'RECOVERED IN GOOD CONDITION.
 AD5861
 AD5861                          STATION RECOVERY (1994)
 AD5861
 AD5861'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5861'MARK RECOVERED IN POOR CONDITION.
 AD5861
 AD5861                          STATION RECOVERY (1998)
 AD5861
 AD5861'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5861'RECOVERED IN GOOD CONDITION.
 AD5861
 AD5861                          STATION RECOVERY (2003)
 AD5861
 AD5861'RECOVERY NOTE BY US POWER SQUADRON 2003 (RT)
 AD5861'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5860 ***********************************************************************
 AD5860  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5860  DESIGNATION -  872 2914 H TIDAL
 AD5860  PID         -  AD5860
 AD5860  STATE/COUNTY-  FL/BROWARD
 AD5860  COUNTRY     -  US
 AD5860  USGS QUAD   -  POMPANO BEACH (2018)
 AD5860
 AD5860                         *CURRENT SURVEY CONTROL
 AD5860  ______________________________________________________________________
 AD5860* NAD 83(1986) POSITION- 26 09 46.     (N) 080 06 34.     (W)   SCALED
 AD5860* NAVD 88 ORTHO HEIGHT -     0.925 (meters)        3.03  (feet) ADJUSTED
 AD5860  ______________________________________________________________________
 AD5860  GEOID HEIGHT    -        -25.810 (meters)                     GEOID18
 AD5860  DYNAMIC HEIGHT  -          0.924 (meters)        3.03  (feet) COMP
 AD5860  MODELED GRAVITY -    979,061.9   (mgal)                       NAVD 88
 AD5860
 AD5860  VERT ORDER      -  SECOND    CLASS I
 AD5860
 AD5860.The horizontal coordinates were scaled from a map and have
 AD5860.an estimated accuracy of +/- 6 seconds.
 AD5860
 AD5860.The orthometric height was determined by differential leveling and
 AD5860.adjusted by the NATIONAL GEODETIC SURVEY
 AD5860.in June 1991.
 AD5860
 AD5860.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5860.GEOID18 height accuracy estimate available here.
 AD5860
 AD5860.This Tidal Bench Mark is designated as VM 15830
 AD5860.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5860
 AD5860.Click photographs - Photos may exist for this station.
 AD5860
 AD5860.The dynamic height is computed by dividing the NAVD 88
 AD5860.geopotential number by the normal gravity value computed on the
 AD5860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5860.degrees latitude (g = 980.6199 gals.).
 AD5860
 AD5860.The modeled gravity was interpolated from observed gravity values.
 AD5860
 AD5860;                    North         East    Units  Estimated Accuracy
 AD5860;SPC FL E     -   202,950.      289,030.      MT  (+/- 180 meters Scaled)
 AD5860
 AD5860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ890940(NAD 83)
 AD5860
 AD5860                          SUPERSEDED SURVEY CONTROL
 AD5860
 AD5860  NGVD 29 (09/01/92)    1.408  (m)            4.62   (f) ADJUSTED    2 1
 AD5860
 AD5860.Superseded values are not recommended for survey control.
 AD5860
 AD5860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5860.See file dsdata.pdf to determine how the superseded data were derived.
 AD5860
 AD5860_MARKER: DJ = TIDAL STATION DISK
 AD5860_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD5860_STAMPING: 2914 H 1981
 AD5860_MARK LOGO: NOS
 AD5860_PROJECTION: FLUSH
 AD5860_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD5860+STABILITY: POSITION/ELEVATION WELL
 AD5860_ROD/PIPE-DEPTH: 8.23 meters
 AD5860
 AD5860  HISTORY     - Date     Condition        Report By
 AD5860  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5860  HISTORY     - 1989     GOOD             USPSQD
 AD5860  HISTORY     - 1990     POOR             USPSQD
 AD5860  HISTORY     - 1990     GOOD             USPSQD
 AD5860  HISTORY     - 19910608 GOOD             USPSQD
 AD5860  HISTORY     - 19940412 POOR             USPSQD
 AD5860  HISTORY     - 19980217 GOOD             USPSQD
 AD5860  HISTORY     - 20030228 GOOD             USPSQD
 AD5860
 AD5860                          STATION DESCRIPTION
 AD5860
 AD5860'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5860'0.8 MI SE FROM FORT LAUDERDALE.
 AD5860'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD 816 IN
 AD5860'FORT LAUDERDALE.  GO 0.5 MILE EAST ALONG STATE ROAD 816 TO BAYVIEW
 AD5860'DRIVE.  GO 0.3 MILE SOUTH ALONG BAYVIEW DRIVE TO THE MARK.  THE MARK
 AD5860'BEARS 32.3 FEET EAST OF THE CENTERLINE OF BAYVIEW DRIVE, 25.9 FEET
 AD5860'NORTH OF THE CENTERLINE OF NORTHEAST 26TH PLACE, 5.6 FEET NORTHWEST
 AD5860'OF A WOOD POWER POLE, AND APPROXIMATELY 250 FEET SOUTH OF BENCH MARK
 AD5860'2914 E 1981.
 AD5860'THE MARK IS 0.1 FT BELOW GROUND.
 AD5860
 AD5860                          STATION RECOVERY (1989)
 AD5860
 AD5860'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5860'RECOVERED IN GOOD CONDITION.
 AD5860
 AD5860                          STATION RECOVERY (1990)
 AD5860
 AD5860'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5860'MARK RECOVERED IN POOR CONDITION.
 AD5860
 AD5860                          STATION RECOVERY (1990)
 AD5860
 AD5860'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5860'RECOVERED IN GOOD CONDITION.
 AD5860
 AD5860                          STATION RECOVERY (1991)
 AD5860
 AD5860'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5860'RECOVERED IN GOOD CONDITION.
 AD5860
 AD5860                          STATION RECOVERY (1994)
 AD5860
 AD5860'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5860'MARK RECOVERED IN POOR CONDITION.
 AD5860
 AD5860                          STATION RECOVERY (1998)
 AD5860
 AD5860'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5860'RECOVERED IN GOOD CONDITION.
 AD5860
 AD5860                          STATION RECOVERY (2003)
 AD5860
 AD5860'RECOVERY NOTE BY US POWER SQUADRON 2003 (RT)
 AD5860'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2580 ***********************************************************************
 AD2580  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2580  DESIGNATION -  872 2914 TIDAL 2
 AD2580  PID         -  AD2580
 AD2580  STATE/COUNTY-  FL/BROWARD
 AD2580  COUNTRY     -  US
 AD2580  USGS QUAD   -  POMPANO BEACH (2018)
 AD2580
 AD2580                         *CURRENT SURVEY CONTROL
 AD2580  ______________________________________________________________________
 AD2580* NAD 83(1986) POSITION- 26 09 34.     (N) 080 06 28.     (W)   SCALED
 AD2580* NAVD 88 ORTHO HEIGHT -     1.141 (meters)        3.74  (feet) ADJUSTED
 AD2580  ______________________________________________________________________
 AD2580  GEOID HEIGHT    -        -25.815 (meters)                     GEOID18
 AD2580  DYNAMIC HEIGHT  -          1.139 (meters)        3.74  (feet) COMP
 AD2580  MODELED GRAVITY -    979,061.5   (mgal)                       NAVD 88
 AD2580
 AD2580  VERT ORDER      -  FIRST     CLASS I
 AD2580
 AD2580.The horizontal coordinates were scaled from a map and have
 AD2580.an estimated accuracy of +/- 6 seconds.
 AD2580
 AD2580.The orthometric height was determined by differential leveling and
 AD2580.adjusted by the NATIONAL GEODETIC SURVEY
 AD2580.in June 1991.
 AD2580
 AD2580.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2580.GEOID18 height accuracy estimate available here.
 AD2580
 AD2580.This Tidal Bench Mark is designated as VM 15825
 AD2580.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2580
 AD2580.Click photographs - Photos may exist for this station.
 AD2580
 AD2580.The dynamic height is computed by dividing the NAVD 88
 AD2580.geopotential number by the normal gravity value computed on the
 AD2580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2580.degrees latitude (g = 980.6199 gals.).
 AD2580
 AD2580.The modeled gravity was interpolated from observed gravity values.
 AD2580
 AD2580;                    North         East    Units  Estimated Accuracy
 AD2580;SPC FL E     -   202,590.      289,200.      MT  (+/- 180 meters Scaled)
 AD2580
 AD2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ891936(NAD 83)
 AD2580
 AD2580                          SUPERSEDED SURVEY CONTROL
 AD2580
 AD2580  NGVD 29 (??/??/92)    1.623  (m)            5.32   (f) SUPERSEDED  1 1
 AD2580  NGVD 29 (09/01/92)    1.623  (m)            5.32   (f) ADJUSTED    1 1
 AD2580
 AD2580.Superseded values are not recommended for survey control.
 AD2580
 AD2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2580.See file dsdata.pdf to determine how the superseded data were derived.
 AD2580
 AD2580_MARKER: DB = BENCH MARK DISK
 AD2580_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD2580_SP_SET: WALK
 AD2580_STAMPING: NO 2 1960
 AD2580_MARK LOGO: CGS
 AD2580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2580
 AD2580  HISTORY     - Date     Condition        Report By
 AD2580  HISTORY     - 1960     MONUMENTED       CGS
 AD2580  HISTORY     - 1965     GOOD             CGS
 AD2580  HISTORY     - 1973     GOOD             NGS
 AD2580  HISTORY     - 1981     GOOD             FLDNR
 AD2580  HISTORY     - 19910608 MARK NOT FOUND   USPSQD
 AD2580
 AD2580                          STATION DESCRIPTION
 AD2580
 AD2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2580'6 MI NE FROM FORT LAUDERDALE.
 AD2580'ABOUT 4.6 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2580'THE STATION AT FORT LAUDERDALE, THENCE 1.4 MILES EAST ALONG NE
 AD2580'26TH STREET, ABOUT 128 YARDS EAST OF BAY VIEW DRIVE, SET IN
 AD2580'THE TOP OF A CONCRETE WALK LEADING FROM REAR OF RESIDENCE AT
 AD2580'2832 NE 26TH STREET TO THE FORT LAUDERDALE BOAT LANDING, 97 FEET
 AD2580'EAST OF BM 1, 13 1/2 FEET NORTH OF THE CENTER LINE OF A SEA WALL,
 AD2580'113 FEET SOUTH OF THE CENTER LINE OF NE 26TH STREET AND LEVEL
 AD2580'WITH THE SIDEWALK.
 AD2580
 AD2580                          STATION RECOVERY (1973)
 AD2580
 AD2580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2580'RECOVERED IN GOOD CONDITION.
 AD2580
 AD2580                          STATION RECOVERY (1981)
 AD2580
 AD2580'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2580'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 260802, LINE
 AD2580'101, PAGE 12, OCT 1969, AND IN NOS TIDAL DATA IS ADEQUATE EXCEPT THAT
 AD2580'THE MARK WILL BE DESTROYED WHEN A HOUSE ADDITION IS BUILT OVER IT.
 AD2580
 AD2580                          STATION RECOVERY (1991)
 AD2580
 AD2580'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2580'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2572 ***********************************************************************
 AD2572  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2572  DESIGNATION -  872 2927 1
 AD2572  PID         -  AD2572
 AD2572  STATE/COUNTY-  FL/BROWARD
 AD2572  COUNTRY     -  US
 AD2572  USGS QUAD   -  POMPANO BEACH (2018)
 AD2572
 AD2572                         *CURRENT SURVEY CONTROL
 AD2572  ______________________________________________________________________
 AD2572* NAD 83(1986) POSITION- 26 08 12.54   (N) 080 07 05.64   (W)   HD_HELD1
 AD2572* NAVD 88 ORTHO HEIGHT -     0.901 (meters)        2.96  (feet) ADJUSTED
 AD2572  ______________________________________________________________________
 AD2572  GEOID HEIGHT    -        -25.769 (meters)                     GEOID18
 AD2572  DYNAMIC HEIGHT  -          0.900 (meters)        2.95  (feet) COMP
 AD2572  MODELED GRAVITY -    979,059.3   (mgal)                       NAVD 88
 AD2572
 AD2572  VERT ORDER      -  SECOND    CLASS I
 AD2572
 AD2572.The horizontal coordinates were determined by differentially corrected
 AD2572.hand held GPS observations or other comparable positioning techniques
 AD2572.and have an estimated accuracy of +/- 3 meters.
 AD2572
 AD2572.The orthometric height was determined by differential leveling and
 AD2572.adjusted by the NATIONAL GEODETIC SURVEY
 AD2572.in September 2010.
 AD2572
 AD2572.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2572.GEOID18 height accuracy estimate available here.
 AD2572
 AD2572.This Tidal Bench Mark is designated as VM 14219
 AD2572.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2572
 AD2572.Click photographs - Photos may exist for this station.
 AD2572
 AD2572.The dynamic height is computed by dividing the NAVD 88
 AD2572.geopotential number by the normal gravity value computed on the
 AD2572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2572.degrees latitude (g = 980.6199 gals.).
 AD2572
 AD2572.The modeled gravity was interpolated from observed gravity values.
 AD2572
 AD2572;                    North         East    Units  Estimated Accuracy
 AD2572;SPC FL E     -   200,070.6     288,174.9     MT  (+/- 3 meters HH1 GPS) 
 AD2572
 AD2572_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8814491134(NAD 83)
 AD2572
 AD2572                          SUPERSEDED SURVEY CONTROL
 AD2572
 AD2572  NAVD 88 (06/15/91)    0.906  (m)            2.97   (f) SUPERSEDED  1 1
 AD2572  NGVD 29 (??/??/92)    1.387  (m)            4.55   (f) SUPERSEDED  1 1
 AD2572  NGVD 29 (09/01/92)    1.387  (m)            4.55   (f) ADJUSTED    1 1
 AD2572
 AD2572.Superseded values are not recommended for survey control.
 AD2572
 AD2572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2572.See file dsdata.pdf to determine how the superseded data were derived.
 AD2572
 AD2572_MARKER: DB = BENCH MARK DISK
 AD2572_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD2572_SP_SET: SEAWALL
 AD2572_STAMPING: NO 1 1960
 AD2572_MARK LOGO: CGS
 AD2572_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2572_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2572+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2014
 AD2572
 AD2572  HISTORY     - Date     Condition        Report By
 AD2572  HISTORY     - 1960     MONUMENTED       CGS
 AD2572  HISTORY     - 1965     GOOD             CGS
 AD2572  HISTORY     - 1973     GOOD             NGS
 AD2572  HISTORY     - 1981     GOOD             FLDNR
 AD2572  HISTORY     - 1989     GOOD             USPSQD
 AD2572  HISTORY     - 1990     GOOD             USPSQD
 AD2572  HISTORY     - 19910608 GOOD             USPSQD
 AD2572  HISTORY     - 19960118 GOOD             USPSQD
 AD2572  HISTORY     - 19980128 GOOD             USPSQD
 AD2572  HISTORY     - 20021114 GOOD             USPSQD
 AD2572  HISTORY     - 20041231 GOOD             GEOCAC
 AD2572  HISTORY     - 20061116 GOOD             FLDEP
 AD2572  HISTORY     - 20100314 GOOD             GEOCAC
 AD2572  HISTORY     - 20141010 GOOD             GEOCAC
 AD2572
 AD2572                          STATION DESCRIPTION
 AD2572
 AD2572'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2572'4.2 MI NE FROM FORT LAUDERDALE.
 AD2572'ABOUT 2.85 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY
 AD2572'FROM THE STATION AT FORT LAUDERDALE, THENCE 1.35 MILES EAST
 AD2572'ALONG SUNRISE BLVD, SET ON THE TOP OF SEAWALL OF THE LIBERTY
 AD2572'NATIONAL BANK BOAT DOCK ON THE MIDDLE RIVER, IN SECTION 3,
 AD2572'R 42 E, T 50 S, (BANK IS AT 2242 SUNRISE BLVD), 309 FEET SOUTHWEST
 AD2572'OF THE SOUTH CURB OF SUNRISE BLVD, 6.5 FEET NORTHEAST OF THE
 AD2572'SOUTHEAST CORNER OF BOAT DOCK, 6.6 FEET EAST OF THE WEST EDGE
 AD2572'OF BOAT DOCK, 1.5 FEET WEST OF A 3-INCH IRON PIPE RAIL WHICH
 AD2572'IS PART OF A RAILING FENCE AROUND A PARKING LOT, 226 FEET
 AD2572'WEST-SOUTHWEST OF BM 2 AND ABOUT LEVEL WITH THE PARKING AREA.
 AD2572'FORT LAUDERDALE, MIDDLE RIVER.
 AD2572
 AD2572                          STATION RECOVERY (1973)
 AD2572
 AD2572'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2572'RECOVERED IN GOOD CONDITION.
 AD2572
 AD2572                          STATION RECOVERY (1981)
 AD2572
 AD2572'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2572'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 260802, LINE
 AD2572'101, PAGE 13, OCT 1969, AND NOS TIDAL DATA, QUAD 260802 IS ADEQUATE
 AD2572'EXCEPT THAT THE BANK IS NOW THE GULFSTREAM BANK.
 AD2572
 AD2572                          STATION RECOVERY (1989)
 AD2572
 AD2572'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD2572'RECOVERED IN GOOD CONDITION.
 AD2572
 AD2572                          STATION RECOVERY (1990)
 AD2572
 AD2572'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2572'RECOVERED IN GOOD CONDITION.
 AD2572
 AD2572                          STATION RECOVERY (1991)
 AD2572
 AD2572'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2572'RECOVERED IN GOOD CONDITION.
 AD2572
 AD2572                          STATION RECOVERY (1996)
 AD2572
 AD2572'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD2572'RECOVERED IN GOOD CONDITION.
 AD2572
 AD2572                          STATION RECOVERY (1998)
 AD2572
 AD2572'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2572'RECOVERED IN GOOD CONDITION.
 AD2572
 AD2572                          STATION RECOVERY (2002)
 AD2572
 AD2572'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR)
 AD2572'RECOVERED IN GOOD CONDITION.
 AD2572
 AD2572                          STATION RECOVERY (2004)
 AD2572
 AD2572'RECOVERY NOTE BY GEOCACHING 2004 (MFL)
 AD2572'BANK HAS BEEN REMOVED AND A BORDER'S BOOK STORE OCCUPIES THIS SITE.
 AD2572'BOAT DOCK REMAINS BUT IS UNUSED. IRON PIPE RAIL IS GONE.
 AD2572
 AD2572                          STATION RECOVERY (2006)
 AD2572
 AD2572'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD2572'RECOVERED AS DESCRIBED.
 AD2572
 AD2572                          STATION RECOVERY (2010)
 AD2572
 AD2572'RECOVERY NOTE BY GEOCACHING 2010 (RLM)
 AD2572'RECOVERED IN GOOD CONDITION. THE LIBERTY NATIONAL BANK HAS BEEN
 AD2572'REPLACED WITH BORDERS BOOKS.
 AD2572
 AD2572                          STATION RECOVERY (2014)
 AD2572
 AD2572'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 AD2572'MARK IS NOW BEHIND A CVS PHARMACY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5865 ***********************************************************************
 AD5865  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5865  DESIGNATION -  872 2927 E
 AD5865  PID         -  AD5865
 AD5865  STATE/COUNTY-  FL/BROWARD
 AD5865  COUNTRY     -  US
 AD5865  USGS QUAD   -  POMPANO BEACH (2018)
 AD5865
 AD5865                         *CURRENT SURVEY CONTROL
 AD5865  ______________________________________________________________________
 AD5865* NAD 83(1986) POSITION- 26 08 17.22   (N) 080 06 57.48   (W)   HD_HELD1
 AD5865* NAVD 88 ORTHO HEIGHT -     1.528 (meters)        5.01  (feet) ADJUSTED
 AD5865  ______________________________________________________________________
 AD5865  GEOID HEIGHT    -        -25.777 (meters)                     GEOID18
 AD5865  DYNAMIC HEIGHT  -          1.525 (meters)        5.00  (feet) COMP
 AD5865  MODELED GRAVITY -    979,059.3   (mgal)                       NAVD 88
 AD5865
 AD5865  VERT ORDER      -  SECOND    CLASS I
 AD5865
 AD5865.The horizontal coordinates were determined by differentially corrected
 AD5865.hand held GPS observations or other comparable positioning techniques
 AD5865.and have an estimated accuracy of +/- 3 meters.
 AD5865
 AD5865.The orthometric height was determined by differential leveling and
 AD5865.adjusted by the NATIONAL GEODETIC SURVEY
 AD5865.in June 1991.
 AD5865
 AD5865.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5865.GEOID18 height accuracy estimate available here.
 AD5865
 AD5865.This Tidal Bench Mark is designated as VM 14222
 AD5865.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5865
 AD5865.Click photographs - Photos may exist for this station.
 AD5865
 AD5865.The dynamic height is computed by dividing the NAVD 88
 AD5865.geopotential number by the normal gravity value computed on the
 AD5865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5865.degrees latitude (g = 980.6199 gals.).
 AD5865
 AD5865.The modeled gravity was interpolated from observed gravity values.
 AD5865
 AD5865;                    North         East    Units  Estimated Accuracy
 AD5865;SPC FL E     -   200,216.2     288,400.6     MT  (+/- 3 meters HH1 GPS) 
 AD5865
 AD5865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8837091279(NAD 83)
 AD5865
 AD5865                          SUPERSEDED SURVEY CONTROL
 AD5865
 AD5865  NGVD 29 (09/01/92)    2.009  (m)            6.59   (f) ADJUSTED    2 1
 AD5865
 AD5865.Superseded values are not recommended for survey control.
 AD5865
 AD5865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5865.See file dsdata.pdf to determine how the superseded data were derived.
 AD5865
 AD5865_MARKER: DB = BENCH MARK DISK
 AD5865_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD5865_STAMPING: 2927 E 1981
 AD5865_MARK LOGO: NOS
 AD5865_PROJECTION: FLUSH
 AD5865_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5865_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5865+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2014
 AD5865_ROD/PIPE-DEPTH: 4.88 meters
 AD5865
 AD5865  HISTORY     - Date     Condition        Report By
 AD5865  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5865  HISTORY     - 1989     GOOD             USPSQD
 AD5865  HISTORY     - 1990     GOOD             USPSQD
 AD5865  HISTORY     - 1990     GOOD             USPSQD
 AD5865  HISTORY     - 19910608 GOOD             USPSQD
 AD5865  HISTORY     - 19960118 GOOD             USPSQD
 AD5865  HISTORY     - 19980128 GOOD             USPSQD
 AD5865  HISTORY     - 20021120 GOOD             USPSQD
 AD5865  HISTORY     - 20061116 GOOD             FLDEP
 AD5865  HISTORY     - 20141013 GOOD             GEOCAC
 AD5865
 AD5865                          STATION DESCRIPTION
 AD5865
 AD5865'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5865'IN FORT LAUDERDALE.
 AD5865'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND SUNRISE BLVD IN
 AD5865'FORT LAUDERDALE, GO 0.2 MILE EAST ALONG SUNRISE BLVD TO THE EAST END
 AD5865'OF THE BRIDGE OVER MIDDLE RIVER.  THE MARK BEARS APPROXIMATELY 600
 AD5865'FEET EAST OF THE NORTHEAST CORNER OF THE BRIDGE, 56.4 FEET NORTH OF
 AD5865'THE CENTERLINE OF THE WESTBOUND LANE OF SUNRISE BLVD, 118
 AD5865'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE 2ND BOAT
 AD5865'RAMP ON THE SOUTH SIDE OF THE PARK WEST OF MIDDLE RIVER,
 AD5865'4.5 FEET NORTH OF THE NORTH SIDE OF THE SIDEWALK, 1.9 FEET
 AD5865'NORTHWEST OF THE GEORGE W. ENGLISH PARK SIGN, AND 149 FEET
 AD5865'WEST OF BENCH MARK 2927 F 1981.  THE MARK IS SET IN THE
 AD5865'GEORGE W. ENGLISH PARK.
 AD5865'THE MARK IS 0.2 FT BELOW GROUND.
 AD5865
 AD5865                          STATION RECOVERY (1989)
 AD5865
 AD5865'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5865'RECOVERED IN GOOD CONDITION.
 AD5865
 AD5865                          STATION RECOVERY (1990)
 AD5865
 AD5865'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5865'RECOVERED IN GOOD CONDITION.
 AD5865
 AD5865                          STATION RECOVERY (1990)
 AD5865
 AD5865'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5865'RECOVERED IN GOOD CONDITION.
 AD5865
 AD5865                          STATION RECOVERY (1991)
 AD5865
 AD5865'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5865'RECOVERED IN GOOD CONDITION.
 AD5865
 AD5865                          STATION RECOVERY (1996)
 AD5865
 AD5865'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5865'RECOVERED IN GOOD CONDITION.
 AD5865
 AD5865                          STATION RECOVERY (1998)
 AD5865
 AD5865'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5865'RECOVERED IN GOOD CONDITION.
 AD5865
 AD5865                          STATION RECOVERY (2002)
 AD5865
 AD5865'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR)
 AD5865'RECOVERED IN GOOD CONDITION.
 AD5865
 AD5865                          STATION RECOVERY (2006)
 AD5865
 AD5865'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5865'RECOVERED AS DESCRIBED.
 AD5865
 AD5865                          STATION RECOVERY (2014)
 AD5865
 AD5865'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 AD5865'IT IS 118 FT (36.0 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AD5865'SECOND BOAT RAMP ON THE SOUTH SIDE OF THE PARK WEST OF MIDDLE RIVER,
 AD5865'4.5 FT (1.4 M) NORTH OF THE NORTH EDGE OF THE SIDEWALK.  THE MARK IS
 AD5865'SET IN A PVC PIPE SURROUNDED BY CONCRETE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5866 ***********************************************************************
 AD5866  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5866  DESIGNATION -  872 2927 F TIDAL
 AD5866  PID         -  AD5866
 AD5866  STATE/COUNTY-  FL/BROWARD
 AD5866  COUNTRY     -  US
 AD5866  USGS QUAD   -  POMPANO BEACH (2018)
 AD5866
 AD5866                         *CURRENT SURVEY CONTROL
 AD5866  ______________________________________________________________________
 AD5866* NAD 83(1986) POSITION- 26 08 13.     (N) 080 07 05.     (W)   SCALED
 AD5866* NAVD 88 ORTHO HEIGHT -     1.185 (meters)        3.89  (feet) ADJUSTED
 AD5866  ______________________________________________________________________
 AD5866  GEOID HEIGHT    -        -25.770 (meters)                     GEOID18
 AD5866  DYNAMIC HEIGHT  -          1.183 (meters)        3.88  (feet) COMP
 AD5866  MODELED GRAVITY -    979,059.3   (mgal)                       NAVD 88
 AD5866
 AD5866  VERT ORDER      -  SECOND    CLASS I
 AD5866
 AD5866.The horizontal coordinates were scaled from a map and have
 AD5866.an estimated accuracy of +/- 6 seconds.
 AD5866
 AD5866.The orthometric height was determined by differential leveling and
 AD5866.adjusted by the NATIONAL GEODETIC SURVEY
 AD5866.in June 1991.
 AD5866
 AD5866.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5866.GEOID18 height accuracy estimate available here.
 AD5866
 AD5866.This Tidal Bench Mark is designated as VM 14223
 AD5866.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5866
 AD5866.Click photographs - Photos may exist for this station.
 AD5866
 AD5866.The dynamic height is computed by dividing the NAVD 88
 AD5866.geopotential number by the normal gravity value computed on the
 AD5866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5866.degrees latitude (g = 980.6199 gals.).
 AD5866
 AD5866.The modeled gravity was interpolated from observed gravity values.
 AD5866
 AD5866;                    North         East    Units  Estimated Accuracy
 AD5866;SPC FL E     -   200,090.      288,190.      MT  (+/- 180 meters Scaled)
 AD5866
 AD5866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881911(NAD 83)
 AD5866
 AD5866                          SUPERSEDED SURVEY CONTROL
 AD5866
 AD5866  NGVD 29 (09/01/92)    1.666  (m)            5.47   (f) ADJUSTED    2 1
 AD5866
 AD5866.Superseded values are not recommended for survey control.
 AD5866
 AD5866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5866.See file dsdata.pdf to determine how the superseded data were derived.
 AD5866
 AD5866_MARKER: DB = BENCH MARK DISK
 AD5866_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD5866_STAMPING: 2927 F 1981
 AD5866_MARK LOGO: NOS
 AD5866_PROJECTION: FLUSH
 AD5866_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5866_ROD/PIPE-DEPTH: 7.32 meters
 AD5866
 AD5866  HISTORY     - Date     Condition        Report By
 AD5866  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5866  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AD5866  HISTORY     - 1990     GOOD             USPSQD
 AD5866  HISTORY     - 1990     GOOD             USPSQD
 AD5866  HISTORY     - 19910608 GOOD             USPSQD
 AD5866  HISTORY     - 19960118 MARK NOT FOUND   USPSQD
 AD5866  HISTORY     - 19980128 MARK NOT FOUND   USPSQD
 AD5866  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AD5866  HISTORY     - 20021120 MARK NOT FOUND   USPSQD
 AD5866
 AD5866                          STATION DESCRIPTION
 AD5866
 AD5866'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5866'IN FORT LAUDERDALE.
 AD5866'BEGIN AT THE INTERSECTION OF U.S. HWY 1 AND SUNRISE BLVD IN FORT
 AD5866'LAUDERDALE, GO 0.2 MILE EAST ALONG SUNRISE BLVD TO THE EAST END OF
 AD5866'THE BRIDGE OVER MIDDLE RIVER.  THE MARK BEARS APPROXIMATELY 750 FEET
 AD5866'EAST OF THE NE CORNER OF THE BRIDGE, 67.2 FEET NORTH OF THE C/L
 AD5866'OF THE WESTBOUND LANE OF SUNRISE BLVD, APPROXIMATELY 195 FEET WEST
 AD5866'OF THE CENTERLINE OF THE SOUTHBOUND LANE OF BAYVIEW DRIVE, 16.8 FEET
 AD5866'NORTH OF THE NORTH SIDE OF THE SIDEWALK, 1.9 FEET EAST-NORTHEAST OF
 AD5866'A NO PARKING SIGN, AND 149 FEET EAST OF BENCH MARK 2927 E 1981.
 AD5866'THE MARK IS SET IN THE GEORGE W. ENGLISH PARK.
 AD5866'THE MARK IS 0.1 FT BELOW GROUND.
 AD5866
 AD5866                          STATION RECOVERY (1989)
 AD5866
 AD5866'RECOVERY NOTE BY US POWER SQUADRON 1989 (JRM)
 AD5866'MARK NOT FOUND.
 AD5866
 AD5866                          STATION RECOVERY (1990)
 AD5866
 AD5866'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5866'RECOVERED IN GOOD CONDITION.
 AD5866
 AD5866                          STATION RECOVERY (1990)
 AD5866
 AD5866'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5866'RECOVERED IN GOOD CONDITION.
 AD5866
 AD5866                          STATION RECOVERY (1991)
 AD5866
 AD5866'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5866'RECOVERED IN GOOD CONDITION.
 AD5866
 AD5866                          STATION RECOVERY (1996)
 AD5866
 AD5866'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5866'MARK NOT FOUND.
 AD5866
 AD5866                          STATION RECOVERY (1998)
 AD5866
 AD5866'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5866'MARK NOT FOUND.
 AD5866
 AD5866                          STATION RECOVERY (1998)
 AD5866
 AD5866'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5866'MARK NOT FOUND.
 AD5866
 AD5866                          STATION RECOVERY (2002)
 AD5866
 AD5866'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR)
 AD5866'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2575 ***********************************************************************
 AD2575  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2575  DESIGNATION -  872 2927 TIDAL 2
 AD2575  PID         -  AD2575
 AD2575  STATE/COUNTY-  FL/BROWARD
 AD2575  COUNTRY     -  US
 AD2575  USGS QUAD   -  POMPANO BEACH (2018)
 AD2575
 AD2575                         *CURRENT SURVEY CONTROL
 AD2575  ______________________________________________________________________
 AD2575* NAD 83(1986) POSITION- 26 08 13.     (N) 080 07 02.     (W)   SCALED
 AD2575* NAVD 88 ORTHO HEIGHT -     1.889 (meters)        6.20  (feet) ADJUSTED
 AD2575  ______________________________________________________________________
 AD2575  GEOID HEIGHT    -        -25.772 (meters)                     GEOID18
 AD2575  DYNAMIC HEIGHT  -          1.886 (meters)        6.19  (feet) COMP
 AD2575  MODELED GRAVITY -    979,059.3   (mgal)                       NAVD 88
 AD2575
 AD2575  VERT ORDER      -  FIRST     CLASS I
 AD2575
 AD2575.The horizontal coordinates were scaled from a map and have
 AD2575.an estimated accuracy of +/- 6 seconds.
 AD2575
 AD2575.The orthometric height was determined by differential leveling and
 AD2575.adjusted by the NATIONAL GEODETIC SURVEY
 AD2575.in June 1991.
 AD2575
 AD2575.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2575.GEOID18 height accuracy estimate available here.
 AD2575
 AD2575.This Tidal Bench Mark is designated as VM 14220
 AD2575.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2575
 AD2575.Click photographs - Photos may exist for this station.
 AD2575
 AD2575.The dynamic height is computed by dividing the NAVD 88
 AD2575.geopotential number by the normal gravity value computed on the
 AD2575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2575.degrees latitude (g = 980.6199 gals.).
 AD2575
 AD2575.The modeled gravity was interpolated from observed gravity values.
 AD2575
 AD2575;                    North         East    Units  Estimated Accuracy
 AD2575;SPC FL E     -   200,090.      288,280.      MT  (+/- 180 meters Scaled)
 AD2575
 AD2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ882911(NAD 83)
 AD2575
 AD2575                          SUPERSEDED SURVEY CONTROL
 AD2575
 AD2575  NGVD 29 (??/??/92)    2.370  (m)            7.78   (f) SUPERSEDED  1 1
 AD2575  NGVD 29 (09/01/92)    2.370  (m)            7.78   (f) ADJUSTED    1 1
 AD2575
 AD2575.Superseded values are not recommended for survey control.
 AD2575
 AD2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2575.See file dsdata.pdf to determine how the superseded data were derived.
 AD2575
 AD2575_MARKER: DB = BENCH MARK DISK
 AD2575_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD2575_SP_SET: TRAFFIC ISLAND
 AD2575_STAMPING: NO 2 1960
 AD2575_MARK LOGO: CGS
 AD2575_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD2575
 AD2575  HISTORY     - Date     Condition        Report By
 AD2575  HISTORY     - 1960     MONUMENTED       CGS
 AD2575  HISTORY     - 1965     GOOD             CGS
 AD2575  HISTORY     - 1973     GOOD             NGS
 AD2575  HISTORY     - 1981     GOOD             FLDNR
 AD2575  HISTORY     - 1989     GOOD             USPSQD
 AD2575  HISTORY     - 1990     GOOD             USPSQD
 AD2575  HISTORY     - 19910608 GOOD             USPSQD
 AD2575  HISTORY     - 19960118 MARK NOT FOUND   USPSQD
 AD2575  HISTORY     - 19980128 MARK NOT FOUND   USPSQD
 AD2575  HISTORY     - 20021114 MARK NOT FOUND   USPSQD
 AD2575
 AD2575                          STATION DESCRIPTION
 AD2575
 AD2575'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2575'4.2 MI NE FROM FORT LAUDERDALE.
 AD2575'ABOUT 2.85 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY
 AD2575'FROM THE STATION AT FORT LAUDERDALE, THENCE 1.35 MILES EAST
 AD2575'ALONG SUNRISE BLVD, IN SECTION 1, R 42 E, T 50 S, SET ON THE
 AD2575'TOP AND IN CENTER OF WEST END OF THE SOUTHERNMOST CONCRETE ISLAND
 AD2575'OF DRIVE-IN TELLER SERVICE OF THE LIBERTY NATIONAL BANK AT
 AD2575'2242 SUNRISE BLVD, ABOUT 245 FEET SOUTH OF THE SOUTH CURB OF
 AD2575'THE BLVD, 200 FEET EAST OF THE EAST SEA WALL OF THE MIDDLE RIVER,
 AD2575'15.6 FEET WEST OF THE WEST SIDE OF DRIVE-IN WINDOW NO. 5, 1.5
 AD2575'FEET EAST OF THE EAST END OF CONCRETE ISLAND AND ABOUT 1/2 FOOT
 AD2575'ABOVE THE LEVEL OF THE PARKING AREA.  FORT LAUDERDALE, MIDDLE
 AD2575'RIVER.
 AD2575
 AD2575                          STATION RECOVERY (1973)
 AD2575
 AD2575'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2575'RECOVERED IN GOOD CONDITION.
 AD2575
 AD2575                          STATION RECOVERY (1981)
 AD2575
 AD2575'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2575'RECOVERED IN GOOD CONDITION.
 AD2575
 AD2575                          STATION RECOVERY (1989)
 AD2575
 AD2575'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHH)
 AD2575'RECOVERED IN GOOD CONDITION.
 AD2575
 AD2575                          STATION RECOVERY (1990)
 AD2575
 AD2575'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2575'RECOVERED IN GOOD CONDITION.
 AD2575
 AD2575                          STATION RECOVERY (1991)
 AD2575
 AD2575'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2575'RECOVERED IN GOOD CONDITION.
 AD2575
 AD2575                          STATION RECOVERY (1996)
 AD2575
 AD2575'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD2575'MARK NOT FOUND.
 AD2575
 AD2575                          STATION RECOVERY (1998)
 AD2575
 AD2575'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2575'MARK NOT FOUND.
 AD2575
 AD2575                          STATION RECOVERY (2002)
 AD2575
 AD2575'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR)
 AD2575'NEW BUILDING ERECTED DESTROYED MARKER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5717 ***********************************************************************
 AD5717  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5717  DESIGNATION -  872 2927 TIDAL 3 1981
 AD5717  PID         -  AD5717
 AD5717  STATE/COUNTY-  FL/BROWARD
 AD5717  COUNTRY     -  US
 AD5717  USGS QUAD   -  POMPANO BEACH (2018)
 AD5717
 AD5717                         *CURRENT SURVEY CONTROL
 AD5717  ______________________________________________________________________
 AD5717* NAD 83(1986) POSITION- 26 08 13.     (N) 080 07 05.     (W)   SCALED
 AD5717* NAVD 88 ORTHO HEIGHT -     0.934 (meters)        3.06  (feet) ADJUSTED
 AD5717  ______________________________________________________________________
 AD5717  GEOID HEIGHT    -        -25.770 (meters)                     GEOID18
 AD5717  DYNAMIC HEIGHT  -          0.932 (meters)        3.06  (feet) COMP
 AD5717  MODELED GRAVITY -    979,059.3   (mgal)                       NAVD 88
 AD5717
 AD5717  VERT ORDER      -  SECOND    CLASS I
 AD5717
 AD5717.The horizontal coordinates were scaled from a map and have
 AD5717.an estimated accuracy of +/- 6 seconds.
 AD5717
 AD5717.The orthometric height was determined by differential leveling and
 AD5717.adjusted by the NATIONAL GEODETIC SURVEY
 AD5717.in June 1991.
 AD5717
 AD5717.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5717.GEOID18 height accuracy estimate available here.
 AD5717
 AD5717.This Tidal Bench Mark is designated as VM 14224
 AD5717.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5717
 AD5717.Click photographs - Photos may exist for this station.
 AD5717
 AD5717.The dynamic height is computed by dividing the NAVD 88
 AD5717.geopotential number by the normal gravity value computed on the
 AD5717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5717.degrees latitude (g = 980.6199 gals.).
 AD5717
 AD5717.The modeled gravity was interpolated from observed gravity values.
 AD5717
 AD5717;                    North         East    Units  Estimated Accuracy
 AD5717;SPC FL E     -   200,090.      288,190.      MT  (+/- 180 meters Scaled)
 AD5717
 AD5717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881911(NAD 83)
 AD5717
 AD5717                          SUPERSEDED SURVEY CONTROL
 AD5717
 AD5717  NGVD 29 (01/31/13)    1.42   (m)            4.7    (f) RESET       3  
 AD5717  NGVD 29 (09/01/92)    1.415  (m)            4.64   (f) ADJUSTED    2 1
 AD5717
 AD5717.Superseded values are not recommended for survey control.
 AD5717
 AD5717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5717.See file dsdata.pdf to determine how the superseded data were derived.
 AD5717
 AD5717_MARKER: DB = BENCH MARK DISK
 AD5717_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5717_SP_SET: RETAINING WALL
 AD5717_STAMPING: NO 3 RESET 1981
 AD5717_MARK LOGO: NOS
 AD5717_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5717
 AD5717  HISTORY     - Date     Condition        Report By
 AD5717  HISTORY     - 1981     MONUMENTED       NGS
 AD5717  HISTORY     - 1981     GOOD             FLDNR
 AD5717  HISTORY     - 19910608 GOOD             USPSQD
 AD5717  HISTORY     - 19960118 MARK NOT FOUND   USPSQD
 AD5717  HISTORY     - 19980128 MARK NOT FOUND   USPSQD
 AD5717  HISTORY     - 19980307 MARK NOT FOUND   USPSQD
 AD5717  HISTORY     - 20021120 MARK NOT FOUND   USPSQD
 AD5717
 AD5717                          STATION DESCRIPTION
 AD5717
 AD5717'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 AD5717'6.8 KM (4.2 MI) NE FROM FORT LAUDERDALE.
 AD5717'0.4 KM (0.25 MI) EAST ALONG SUNRISE BOULEVARD FROM ITS JUNCTION WITH
 AD5717'U.S. HIGHWAY 1 IN NORTH PART OF FORT LAUDERDALE, ON EAST SEA WALL OF
 AD5717'BRIDGE OVER MIDDLE RIVER, APPROXIMATELY 30.5 METERS (100.0 FT) SOUTH
 AD5717'OF THE SOUTH SIDE OF SUNRISE BOULEVARD, 30.5 METERS (100.2 FT)
 AD5717'NORTHEAST OF BENCH MARK NO 1, 17.1 METERS (56.0 FT) NORTHEAST OF THE
 AD5717'THE NORTHEAST END OF CONCRETE BOATDOCK, 0.5 METER (1.5 FT) NORTHWEST
 AD5717'OF A 3-INCH IRON PIPE RAIL AROUND BANK PARKING LOT, AND 0.03 METER
 AD5717'(10 INCHES) SOUTHEAST OF THE NORTHWEST EDGE OF SEAWALL.
 AD5717'THE MARK IS 6.0 FT BELOW ROAD.
 AD5717
 AD5717                          STATION RECOVERY (1981)
 AD5717
 AD5717'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD5717'BEGIN AT THE INTERSECTION OF U.S. HWY 1 AND SUNRISE BLVD IN FT
 AD5717'LAUDERDALE, GO 0.2 MILE EAST ON SUNRISE BLVD TO THE BRIDGE OVER THE
 AD5717'MIDDLE RIVER AND THE MARK.  THE MARK IS SET IN TOP OF THE EAST SEAWALL
 AD5717'SOUTH OF THE SOUTHEAST CORNER OF THE BRIDGE, 70 FEET NORTH-NORTHEAST O
 AD5717'OF THE NORTHEAST CORNER OF A DOCK LOCATED AT THE WEST CENTER OF THE
 AD5717'PARKING LOT FOR THE SUNRISE PROFESSIONAL BLDG, AND 1.5 FEET
 AD5717'WEST-NORTHWEST OF A STEEL PIPE GUARDRAIL.
 AD5717
 AD5717                          STATION RECOVERY (1991)
 AD5717
 AD5717'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5717'RECOVERED IN GOOD CONDITION.
 AD5717
 AD5717                          STATION RECOVERY (1996)
 AD5717
 AD5717'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5717'MARK NOT FOUND.
 AD5717
 AD5717                          STATION RECOVERY (1998)
 AD5717
 AD5717'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5717'MARK NOT FOUND.
 AD5717
 AD5717                          STATION RECOVERY (1998)
 AD5717
 AD5717'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5717'MARK NOT FOUND.
 AD5717
 AD5717                          STATION RECOVERY (2002)
 AD5717
 AD5717'RECOVERY NOTE BY US POWER SQUADRON 2002 (CR)
 AD5717'SEAWALL RECAPPED.  MARK NO LONGER EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2489 ***********************************************************************
 AD2489  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2489  DESIGNATION -  872 2937 4
 AD2489  PID         -  AD2489
 AD2489  STATE/COUNTY-  FL/BROWARD
 AD2489  COUNTRY     -  US
 AD2489  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD2489
 AD2489                         *CURRENT SURVEY CONTROL
 AD2489  ______________________________________________________________________
 AD2489* NAD 83(1986) POSITION- 26 07 00.89   (N) 080 08 25.37   (W)   HD_HELD1
 AD2489* NAVD 88 ORTHO HEIGHT -     0.883 (meters)        2.90  (feet) ADJUSTED
 AD2489  ______________________________________________________________________
 AD2489  GEOID HEIGHT    -        -25.687 (meters)                     GEOID18
 AD2489  DYNAMIC HEIGHT  -          0.882 (meters)        2.89  (feet) COMP
 AD2489  MODELED GRAVITY -    979,058.1   (mgal)                       NAVD 88
 AD2489
 AD2489  VERT ORDER      -  SECOND    CLASS I
 AD2489
 AD2489.The horizontal coordinates were determined by differentially corrected
 AD2489.hand held GPS observations or other comparable positioning techniques
 AD2489.and have an estimated accuracy of +/- 3 meters.
 AD2489
 AD2489.The orthometric height was determined by differential leveling and
 AD2489.adjusted by the NATIONAL GEODETIC SURVEY
 AD2489.in March 2021.
 AD2489
 AD2489.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2489.GEOID18 height accuracy estimate available here.
 AD2489
 AD2489.This Tidal Bench Mark is designated as VM 5688
 AD2489.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2489
 AD2489.Click photographs - Photos may exist for this station.
 AD2489
 AD2489.The dynamic height is computed by dividing the NAVD 88
 AD2489.geopotential number by the normal gravity value computed on the
 AD2489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2489.degrees latitude (g = 980.6199 gals.).
 AD2489
 AD2489.The modeled gravity was interpolated from observed gravity values.
 AD2489
 AD2489;                    North         East    Units  Estimated Accuracy
 AD2489;SPC FL E     -   197,850.8     285,974.7     MT  (+/- 3 meters HH1 GPS) 
 AD2489
 AD2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8594588915(NAD 83)
 AD2489
 AD2489                          SUPERSEDED SURVEY CONTROL
 AD2489
 AD2489  NAVD 88 (09/16/10)    0.895  (m)            2.94   (f) SUPERSEDED  2 1
 AD2489  NAVD 88 (05/20/94)    0.935  (m)            3.07   (f) SUPERSEDED  1 2
 AD2489  NAVD 88 (06/15/91)    0.994  (m)            3.26   (f) SUPERSEDED  1 2
 AD2489  NGVD 29 (??/??/92)    1.475  (m)            4.84   (f) SUPERSEDED  1 2
 AD2489  NGVD 29 (09/01/92)    1.421  (m)            4.66   (f) ADJUSTED    1 2
 AD2489
 AD2489.Superseded values are not recommended for survey control.
 AD2489
 AD2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2489.See file dsdata.pdf to determine how the superseded data were derived.
 AD2489
 AD2489_MARKER: DB = BENCH MARK DISK
 AD2489_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD2489_SP_SET: RETAINING WALL
 AD2489_STAMPING: NO 4 1952
 AD2489_MARK LOGO: CGS
 AD2489_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD2489_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD2489+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2020
 AD2489
 AD2489  HISTORY     - Date     Condition        Report By
 AD2489  HISTORY     - 1952     MONUMENTED       CGS
 AD2489  HISTORY     - 1965     GOOD             CGS
 AD2489  HISTORY     - 1973     GOOD             NGS
 AD2489  HISTORY     - 1981     GOOD             FLDNR
 AD2489  HISTORY     - 19901221 GOOD             NGS
 AD2489  HISTORY     - 19910616 GOOD             USPSQD
 AD2489  HISTORY     - 19980304 GOOD             USPSQD
 AD2489  HISTORY     - 20070119 GOOD             FLDEP
 AD2489  HISTORY     - 20080302 GOOD             GEOCAC
 AD2489  HISTORY     - 20140721 GOOD             GEOCAC
 AD2489  HISTORY     - 20200827 GOOD             T2UES
 AD2489
 AD2489                          STATION DESCRIPTION
 AD2489
 AD2489'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2489'1.6 MI NE FROM FORT LAUDERDALE.
 AD2489'ABOUT 1.3 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2489'THE STATION AT FORT LAUDERDALE, THENCE 0.05 MILE EAST ALONG
 AD2489'SW 5TH STREET, THENCE 0.1 MILE NORTH ALONG SW FIRST AVENUE,
 AD2489'THENCE 0.25 MILE EAST ALONG SOUTH RIVER DRIVE TO THE SE THIRD
 AD2489'AVENUE BRIDGE OVER NEW RIVER, IN SECTION 10, R 42 E, T 50 S, SET
 AD2489'ON THE TOP OF THE SEAWALL ALONG SOUTH SIDE OF THE RIVER AND
 AD2489'UNDER AND NEAR THE WEST SIDE OF THE SE THIRD AVENUE BRIDGE
 AD2489'OVER NEW RIVER, 32.5 FEET NORTH OF THE CENTER LINE OF SOUTH
 AD2489'RIVER DRIVE, 14 FEET EAST OF THE WEST SIDE OF THE BRIDGE, 0.1
 AD2489'MILE NORTH ALONG SE THIRD AVENUE FROM THE SIDE OF THE BRIDGE,
 AD2489'0.1 MILE NORTH ALONG SE THIRD AVENUE FROM THE COURTHOUSE AND
 AD2489'ABOUT 1/2 FOOT ABOVE THE LEVEL OF SOUTH RIVER DRIVE.  FORT
 AD2489'LAUDERDALE, ANDREWS AVENUE BRIDGE, NEW RIVER.
 AD2489
 AD2489                          STATION RECOVERY (1973)
 AD2489
 AD2489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2489'RECOVERED IN GOOD CONDITION.
 AD2489
 AD2489                          STATION RECOVERY (1981)
 AD2489
 AD2489'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2489'RECOVERED IN GOOD CONDITION.
 AD2489
 AD2489                          STATION RECOVERY (1990)
 AD2489
 AD2489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AD2489'IN FORT LAUDERDALE, AT THE INTERSECTION OF SOUTH NEW RIVER DRIVE AND
 AD2489'SOUTHEAST 3RD AVENUE, IN A CONCRETE RETAINING WALL ALONG THE SOUTH
 AD2489'BANK OF NEW RIVER, 10.3 M (33.8 FT) NORTH OF AND LEVEL WITH THE DRIVE
 AD2489'CENTERLINE, 5.0 M (16.4 FT) NORTHEAST OF THE WEST COLUMN OF THE
 AD2489'SECOND PIER NORTH OF THE SOUTH END OF THE AVENUE BRIDGE SPANNING NEW
 AD2489'RIVER, AND 0.3 M (1.0 FT) ABOVE THE GROUND SURFACE.
 AD2489
 AD2489                          STATION RECOVERY (1991)
 AD2489
 AD2489'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2489'RECOVERED IN GOOD CONDITION.
 AD2489
 AD2489                          STATION RECOVERY (1998)
 AD2489
 AD2489'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2489'RECOVERED IN GOOD CONDITION.
 AD2489
 AD2489                          STATION RECOVERY (2007)
 AD2489
 AD2489'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AD2489'RECOVERED AS DESCRIBED.
 AD2489
 AD2489                          STATION RECOVERY (2008)
 AD2489
 AD2489'RECOVERY NOTE BY GEOCACHING 2008 (RLM)
 AD2489'RECOVERED IN GOOD CONDITION.
 AD2489
 AD2489                          STATION RECOVERY (2014)
 AD2489
 AD2489'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 AD2489'RECOVERED IN GOOD CONDITION.
 AD2489
 AD2489                          STATION RECOVERY (2020)
 AD2489
 AD2489'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AD2489'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5867 ***********************************************************************
 AD5867  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5867  DESIGNATION -  872 2937 F
 AD5867  PID         -  AD5867
 AD5867  STATE/COUNTY-  FL/BROWARD
 AD5867  COUNTRY     -  US
 AD5867  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5867
 AD5867                         *CURRENT SURVEY CONTROL
 AD5867  ______________________________________________________________________
 AD5867* NAD 83(1986) POSITION- 26 07 04.08   (N) 080 08 36.36   (W)   HD_HELD1
 AD5867* NAVD 88 ORTHO HEIGHT -     1.053 (meters)        3.45  (feet) ADJUSTED
 AD5867  ______________________________________________________________________
 AD5867  GEOID HEIGHT    -        -25.677 (meters)                     GEOID18
 AD5867  DYNAMIC HEIGHT  -          1.051 (meters)        3.45  (feet) COMP
 AD5867  MODELED GRAVITY -    979,058.4   (mgal)                       NAVD 88
 AD5867
 AD5867  VERT ORDER      -  FIRST     CLASS II
 AD5867
 AD5867.The horizontal coordinates were determined by differentially corrected
 AD5867.hand held GPS observations or other comparable positioning techniques
 AD5867.and have an estimated accuracy of +/- 3 meters.
 AD5867
 AD5867.The orthometric height was determined by differential leveling and
 AD5867.adjusted by the NATIONAL GEODETIC SURVEY
 AD5867.in May 1994.
 AD5867
 AD5867.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5867.GEOID18 height accuracy estimate available here.
 AD5867
 AD5867.This Tidal Bench Mark is designated as VM 5692
 AD5867.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5867
 AD5867.Click photographs - Photos may exist for this station.
 AD5867
 AD5867.The dynamic height is computed by dividing the NAVD 88
 AD5867.geopotential number by the normal gravity value computed on the
 AD5867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5867.degrees latitude (g = 980.6199 gals.).
 AD5867
 AD5867.The modeled gravity was interpolated from observed gravity values.
 AD5867
 AD5867;                    North         East    Units  Estimated Accuracy
 AD5867;SPC FL E     -   197,946.9     285,668.7     MT  (+/- 3 meters HH1 GPS) 
 AD5867
 AD5867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8563989011(NAD 83)
 AD5867
 AD5867                          SUPERSEDED SURVEY CONTROL
 AD5867
 AD5867  NAVD 88 (06/15/91)    1.069  (m)            3.51   (f) SUPERSEDED  1 2
 AD5867  NGVD 29 (09/01/92)    1.539  (m)            5.05   (f) ADJUSTED    1 2
 AD5867
 AD5867.Superseded values are not recommended for survey control.
 AD5867
 AD5867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5867.See file dsdata.pdf to determine how the superseded data were derived.
 AD5867
 AD5867_MARKER: DB = BENCH MARK DISK
 AD5867_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD5867_SP_SET: RETAINING WALL
 AD5867_STAMPING: 2937 F 1981
 AD5867_MARK LOGO: NOS
 AD5867_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5867_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5867+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2020
 AD5867
 AD5867  HISTORY     - Date     Condition        Report By
 AD5867  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5867  HISTORY     - 1990     GOOD             USPSQD
 AD5867  HISTORY     - 19901226 GOOD             NGS
 AD5867  HISTORY     - 19910616 GOOD             USPSQD
 AD5867  HISTORY     - 19980204 GOOD             USPSQD
 AD5867  HISTORY     - 19980304 GOOD             USPSQD
 AD5867  HISTORY     - 20050517 GOOD             USPSQD
 AD5867  HISTORY     - 20061021 GOOD             FLDEP
 AD5867  HISTORY     - 20110727 GOOD             FLDT
 AD5867  HISTORY     - 20141123 GOOD             GEOCAC
 AD5867  HISTORY     - 20200827 GOOD             T2UES
 AD5867
 AD5867                          STATION DESCRIPTION
 AD5867
 AD5867'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5867'1.8 MI EAST FROM FORT LAUDERDALE.
 AD5867'THE MARK IS 0.5 FT ABOVE ROAD.
 AD5867'BEGIN AT THE INTERCHANGE OF INTERSTATE 95 AND BROWARD BLVD, GO
 AD5867'1.6 MILES EAST ON BROWARD BLVD TO THE INTERSECTION OF ANDREWS
 AD5867'AVENUE, GO 0.2 MILE SOUTH ALONG ANDREWS AVENUE TO THE ANDREWS AVENUE
 AD5867'BRIDGE.  THE MARK IS SET FLUSH IN THE BRIDGE FOUNDATION, AND IT BEARS
 AD5867'0.4 FOOT WEST OF THE WEST SIDE OF THE BRIDGE SUPPORT ON THE SOUTH SIDE
 AD5867'OF THE RIVER, 25.4 FEET NORTH OF THE CENTERLINE OF SOUTH NEW RIVER
 AD5867'DRIVE EAST, 31.4 FEET EAST OF WEST END OF A BULKHEAD, 3.7 FEET NORTH
 AD5867'OF THE SOUTHWEST CORNER OF A BRIDGE SUPPORT, AND APPROXIMATELY 185
 AD5867'FEET WEST OF BENCH MARK 2937 G 1981.
 AD5867
 AD5867                          STATION RECOVERY (1990)
 AD5867
 AD5867'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5867'RECOVERED IN GOOD CONDITION.
 AD5867
 AD5867                          STATION RECOVERY (1990)
 AD5867
 AD5867'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AD5867'IN FORT LAUDERDALE, AT THE INTERSECTION OF SOUTH NEW RIVER DRIVE AND
 AD5867'SOUTH ANDREWS AVENUE, IN A CONCRETE RETAINING WALL, 9.9 M (32.5 FT)
 AD5867'EAST OF A UTILITY LIGHT POLE, 7.7 M (25.3 FT) NORTH OF AND LEVEL WITH
 AD5867'THE DRIVE CENTERLINE, 1.1 M (3.6 FT) NORTH OF THE SOUTHWEST CORNER OF
 AD5867'OF A DRAW BRIDGE, AND 0.1 M (0.3 FT) WEST OF THE WEST FACE OF THE
 AD5867'ABUTMENT.
 AD5867
 AD5867                          STATION RECOVERY (1991)
 AD5867
 AD5867'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5867'RECOVERED IN GOOD CONDITION.
 AD5867
 AD5867                          STATION RECOVERY (1998)
 AD5867
 AD5867'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5867'RECOVERED IN GOOD CONDITION.
 AD5867
 AD5867                          STATION RECOVERY (1998)
 AD5867
 AD5867'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5867'RECOVERED IN GOOD CONDITION.
 AD5867
 AD5867                          STATION RECOVERY (2005)
 AD5867
 AD5867'RECOVERY NOTE BY US POWER SQUADRON 2005 (LP)
 AD5867'RECOVERED IN GOOD CONDITION.
 AD5867
 AD5867                          STATION RECOVERY (2006)
 AD5867
 AD5867'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5867'RECOVERED AS DESCRIBED.
 AD5867
 AD5867                          STATION RECOVERY (2011)
 AD5867
 AD5867'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2011 (PED)
 AD5867'RECOVERED IN GOOD CONDITION.
 AD5867
 AD5867                          STATION RECOVERY (2014)
 AD5867
 AD5867'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 AD5867'RECOVERED IN GOOD CONDITION.
 AD5867
 AD5867                          STATION RECOVERY (2020)
 AD5867
 AD5867'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AD5867'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5868 ***********************************************************************
 AD5868  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5868  DESIGNATION -  872 2937 G TIDAL
 AD5868  PID         -  AD5868
 AD5868  STATE/COUNTY-  FL/BROWARD
 AD5868  COUNTRY     -  US
 AD5868  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5868
 AD5868                         *CURRENT SURVEY CONTROL
 AD5868  ______________________________________________________________________
 AD5868* NAD 83(1986) POSITION- 26 07 07.     (N) 080 08 41.     (W)   SCALED
 AD5868* NAVD 88 ORTHO HEIGHT -     1.084 (meters)        3.56  (feet) ADJUSTED
 AD5868  ______________________________________________________________________
 AD5868  GEOID HEIGHT    -        -25.673 (meters)                     GEOID18
 AD5868  DYNAMIC HEIGHT  -          1.082 (meters)        3.55  (feet) COMP
 AD5868  MODELED GRAVITY -    979,058.4   (mgal)                       NAVD 88
 AD5868
 AD5868  VERT ORDER      -  SECOND    CLASS I
 AD5868
 AD5868.The horizontal coordinates were scaled from a map and have
 AD5868.an estimated accuracy of +/- 6 seconds.
 AD5868
 AD5868.The orthometric height was determined by differential leveling and
 AD5868.adjusted by the NATIONAL GEODETIC SURVEY
 AD5868.in June 1991.
 AD5868
 AD5868.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5868.GEOID18 height accuracy estimate available here.
 AD5868
 AD5868.This Tidal Bench Mark is designated as VM 5693
 AD5868.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5868
 AD5868.Click photographs - Photos may exist for this station.
 AD5868
 AD5868.The dynamic height is computed by dividing the NAVD 88
 AD5868.geopotential number by the normal gravity value computed on the
 AD5868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5868.degrees latitude (g = 980.6199 gals.).
 AD5868
 AD5868.The modeled gravity was interpolated from observed gravity values.
 AD5868
 AD5868;                    North         East    Units  Estimated Accuracy
 AD5868;SPC FL E     -   198,040.      285,540.      MT  (+/- 180 meters Scaled)
 AD5868
 AD5868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ855891(NAD 83)
 AD5868
 AD5868                          SUPERSEDED SURVEY CONTROL
 AD5868
 AD5868  NGVD 29 (09/01/92)    1.555  (m)            5.10   (f) ADJUSTED    2 1
 AD5868
 AD5868.Superseded values are not recommended for survey control.
 AD5868
 AD5868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5868.See file dsdata.pdf to determine how the superseded data were derived.
 AD5868
 AD5868_STAMPING: 2937 G 1981
 AD5868_MARK LOGO: NOS
 AD5868
 AD5868  HISTORY     - Date     Condition        Report By
 AD5868  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5868  HISTORY     - 19910616 GOOD             USPSQD
 AD5868  HISTORY     - 19960118 GOOD             USPSQD
 AD5868  HISTORY     - 19980204 MARK NOT FOUND   USPSQD
 AD5868  HISTORY     - 19980304 GOOD             USPSQD
 AD5868  HISTORY     - 20050517 MARK NOT FOUND   USPSQD
 AD5868  HISTORY     - 20200827 MARK NOT FOUND   T2UES
 AD5868
 AD5868                          STATION DESCRIPTION
 AD5868
 AD5868'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5868'1.8 MI EAST FROM FORT LAUDERDALE.
 AD5868'BEGIN AT THE INTERCHANGE OF INTERSTATE 95 AND BROWARD BLVD, GO
 AD5868'1.6 MILES EAST ALONG BROWARD BLVD TO THE INTERSECTION OF ANDREWS
 AD5868'AVENUE, GO 0.2 MILE SOUTH ALONG ANDREWS AVENUE TO THE ANDREWS AVENUE
 AD5868'BRIDGE OVER THE NEW RIVER.  MARK IS SET FLUSH IN THE CONCRETE
 AD5868'FOUNDATION OF A UTILITY BOX.  THE MARK BEARS APPROXIMATELY 140.5 FEET
 AD5868'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE SUPPORT ON THE SOUTH
 AD5868'SIDE OF THE RIVER, 26.2 FEET NORTHEAST OF THE CENTERLINE OF SOUTH NEW
 AD5868'RIVER DRIVE EAST, 6.2 FEET SOUTHWEST OF THE SEAWALL AND THE WATERS
 AD5868'EDGE, 3.7 FEET NORTHWEST OF THE SOUTHWEST CORNER OF A UTILITY BOX
 AD5868'AND APPROXIMATELY 185 FEET EAST OF BENCH MARK 2937 F 1981.
 AD5868'THE MARK IS 0.5 FT ABOVE ROAD.
 AD5868
 AD5868                          STATION RECOVERY (1991)
 AD5868
 AD5868'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5868'RECOVERED IN GOOD CONDITION.
 AD5868
 AD5868                          STATION RECOVERY (1996)
 AD5868
 AD5868'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5868'RECOVERED IN GOOD CONDITION.
 AD5868
 AD5868                          STATION RECOVERY (1998)
 AD5868
 AD5868'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5868'MARK NOT FOUND.
 AD5868
 AD5868                          STATION RECOVERY (1998)
 AD5868
 AD5868'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5868'RECOVERED IN GOOD CONDITION.
 AD5868
 AD5868                          STATION RECOVERY (2005)
 AD5868
 AD5868'RECOVERY NOTE BY US POWER SQUADRON 2005 (LP)
 AD5868'MARK NOT FOUND.
 AD5868
 AD5868                          STATION RECOVERY (2020)
 AD5868
 AD5868'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AD5868'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
 AD5868'THE AREA HAS BEEN UPDATED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5869 ***********************************************************************
 AD5869  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5869  DESIGNATION -  872 2937 H TIDAL
 AD5869  PID         -  AD5869
 AD5869  STATE/COUNTY-  FL/BROWARD
 AD5869  COUNTRY     -  US
 AD5869  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5869
 AD5869                         *CURRENT SURVEY CONTROL
 AD5869  ______________________________________________________________________
 AD5869* NAD 83(1986) POSITION- 26 07 07.     (N) 080 08 41.     (W)   SCALED
 AD5869* NAVD 88 ORTHO HEIGHT -     0.764 (meters)        2.51  (feet) ADJUSTED
 AD5869  ______________________________________________________________________
 AD5869  GEOID HEIGHT    -        -25.673 (meters)                     GEOID18
 AD5869  DYNAMIC HEIGHT  -          0.762 (meters)        2.50  (feet) COMP
 AD5869  MODELED GRAVITY -    979,058.4   (mgal)                       NAVD 88
 AD5869
 AD5869  VERT ORDER      -  SECOND    CLASS I
 AD5869
 AD5869.The horizontal coordinates were scaled from a map and have
 AD5869.an estimated accuracy of +/- 6 seconds.
 AD5869
 AD5869.The orthometric height was determined by differential leveling and
 AD5869.adjusted by the NATIONAL GEODETIC SURVEY
 AD5869.in June 1991.
 AD5869
 AD5869.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5869.GEOID18 height accuracy estimate available here.
 AD5869
 AD5869.This Tidal Bench Mark is designated as VM 5694
 AD5869.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5869
 AD5869.Click photographs - Photos may exist for this station.
 AD5869
 AD5869.The dynamic height is computed by dividing the NAVD 88
 AD5869.geopotential number by the normal gravity value computed on the
 AD5869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5869.degrees latitude (g = 980.6199 gals.).
 AD5869
 AD5869.The modeled gravity was interpolated from observed gravity values.
 AD5869
 AD5869;                    North         East    Units  Estimated Accuracy
 AD5869;SPC FL E     -   198,040.      285,540.      MT  (+/- 180 meters Scaled)
 AD5869
 AD5869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ855891(NAD 83)
 AD5869
 AD5869                          SUPERSEDED SURVEY CONTROL
 AD5869
 AD5869  NGVD 29 (09/01/92)    1.235  (m)            4.05   (f) ADJUSTED    2 1
 AD5869
 AD5869.Superseded values are not recommended for survey control.
 AD5869
 AD5869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5869.See file dsdata.pdf to determine how the superseded data were derived.
 AD5869
 AD5869_MARKER: DJ = TIDAL STATION DISK
 AD5869_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD5869_STAMPING: 2937 H 1981
 AD5869_MARK LOGO: NOS
 AD5869_PROJECTION: FLUSH
 AD5869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD5869+STABILITY: POSITION/ELEVATION WELL
 AD5869_ROD/PIPE-DEPTH: 9.14 meters
 AD5869
 AD5869  HISTORY     - Date     Condition        Report By
 AD5869  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5869  HISTORY     - 19901228 MARK NOT FOUND   NGS
 AD5869  HISTORY     - 19910616 GOOD             USPSQD
 AD5869  HISTORY     - 19980304 GOOD             USPSQD
 AD5869  HISTORY     - 20050517 GOOD             USPSQD
 AD5869
 AD5869                          STATION DESCRIPTION
 AD5869
 AD5869'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5869'1.8 MI EAST FROM FORT LAUDERDALE.
 AD5869'BEGIN AT THE INTERCHANGE OF INTERSTATE 95 AND BROWARD BLVD, GO
 AD5869'1.6 MILES EAST ALONG BROWARD BLVD TO THE INTERSECTION OF ANDREWS
 AD5869'AVENUE, GO 0.2 MILE SOUTH ALONG ANDREWS AVENUE TO THE ANDREWS
 AD5869'AVENUE BRIDGE OVER THE NEW RIVER.  THE MARK BEARS APPROXIMATELY 416
 AD5869'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRIDGE SUPPORT ON THE
 AD5869'SOUTH SIDE OF NEW RIVER, 27.5 FEET NORTHEAST OF THE CENTERLINE OF
 AD5869'THE SOUTH NEW RIVER DRIVE EAST, 26.8 FEET NORTHWEST OF THE SOUTHWEST
 AD5869'EDGE OF A UTILITY BOX, 6.0 FEET SOUTHWEST OF A SEAWALL AND THE
 AD5869'WATERS EDGE AND APPROXIMATELY 275.6 FEET SOUTHEAST OF BENCH
 AD5869'MARK 2937 G 1981.
 AD5869'THE MARK IS 0.1 FT BELOW GROUND.
 AD5869
 AD5869                          STATION RECOVERY (1990)
 AD5869
 AD5869'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AD5869'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD5869
 AD5869                          STATION RECOVERY (1991)
 AD5869
 AD5869'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5869'RECOVERED IN GOOD CONDITION.
 AD5869
 AD5869                          STATION RECOVERY (1998)
 AD5869
 AD5869'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5869'RECOVERED IN GOOD CONDITION.
 AD5869
 AD5869                          STATION RECOVERY (2005)
 AD5869
 AD5869'RECOVERY NOTE BY US POWER SQUADRON 2005 (LP)
 AD5869'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1510 ***********************************************************************
 DM1510  DESIGNATION -  872 2937 J
 DM1510  PID         -  DM1510
 DM1510  STATE/COUNTY-  FL/BROWARD
 DM1510  COUNTRY     -  US
 DM1510  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 DM1510
 DM1510                         *CURRENT SURVEY CONTROL
 DM1510  ______________________________________________________________________
 DM1510* NAD 83(1986) POSITION- 26 07 01.66   (N) 080 08 33.58   (W)   HD_HELD1
 DM1510* NAVD 88 ORTHO HEIGHT -     0.809 (meters)        2.65  (feet) ADJUSTED
 DM1510  ______________________________________________________________________
 DM1510  GEOID HEIGHT    -        -25.679 (meters)                     GEOID18
 DM1510  DYNAMIC HEIGHT  -          0.808 (meters)        2.65  (feet) COMP
 DM1510  MODELED GRAVITY -    979,058.2   (mgal)                       NAVD 88
 DM1510
 DM1510  VERT ORDER      -  SECOND    CLASS I
 DM1510
 DM1510.The horizontal coordinates were determined by differentially corrected
 DM1510.hand held GPS observations or other comparable positioning techniques
 DM1510.and have an estimated accuracy of +/- 3 meters.
 DM1510
 DM1510.The orthometric height was determined by differential leveling and
 DM1510.adjusted by the NATIONAL GEODETIC SURVEY
 DM1510.in March 2021.
 DM1510
 DM1510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1510.GEOID18 height accuracy estimate available here.
 DM1510
 DM1510.Click photographs - Photos may exist for this station.
 DM1510
 DM1510.The dynamic height is computed by dividing the NAVD 88
 DM1510.geopotential number by the normal gravity value computed on the
 DM1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1510.degrees latitude (g = 980.6199 gals.).
 DM1510
 DM1510.The modeled gravity was interpolated from observed gravity values.
 DM1510
 DM1510;                    North         East    Units  Estimated Accuracy
 DM1510;SPC FL E     -   197,873.0     285,746.4     MT  (+/- 3 meters HH1 GPS) 
 DM1510
 DM1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8571788937(NAD 83)
 DM1510
 DM1510                          SUPERSEDED SURVEY CONTROL
 DM1510
 DM1510  NAVD 88 (09/16/10)    0.815  (m)            2.67   (f) SUPERSEDED  2 1
 DM1510
 DM1510.Superseded values are not recommended for survey control.
 DM1510
 DM1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1510.See file dsdata.pdf to determine how the superseded data were derived.
 DM1510
 DM1510_MARKER: DD = SURVEY DISK
 DM1510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1510_STAMPING: 2937 J 2007
 DM1510_MARK LOGO: FLDEP
 DM1510_PROJECTION: RECESSED 3 CENTIMETERS
 DM1510_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1510+STABILITY: SURFACE MOTION
 DM1510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1510+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2020
 DM1510
 DM1510  HISTORY     - Date     Condition        Report By
 DM1510  HISTORY     - 20070429 MONUMENTED       FLDEP
 DM1510  HISTORY     - 20140721 GOOD             GEOCAC
 DM1510  HISTORY     - 20180307 GOOD             MOREKL
 DM1510  HISTORY     - 20200827 GOOD             T2UES
 DM1510
 DM1510                          STATION DESCRIPTION
 DM1510
 DM1510'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DM1510'THE MARK IS IN FORT LAUDERDALE, IN SECTION 10, TOWNSHIP 50 SOUTH,
 DM1510'RANGE 42 EAST.
 DM1510'
 DM1510'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 AND STATE
 DM1510'ROAD 842 (BROWARD BOULEVARD) IN FORT LAUDERDALE, GO EAST ON STATE ROAD
 DM1510'842 (BROWARD BOULEVARD) FOR 1.6 MI (2.6 KM) TO THE INTERSECTION OF
 DM1510'ANDREWS AVENUE.  TURN RIGHT ON ANDREWS AVENUE AND GO SOUTH FOR 0.45 MI
 DM1510'(0.7 KM) TO THE INTERSECTION OF SOUTHEAST FIFTH STREET.  TURN LEFT ON
 DM1510'SOUTHEAST FIFTH STREET AND GO EAST FOR 0.05 MI (0.1 KM) TO THE
 DM1510'JUNCTION OF SOUTHEAST FIRST AVENUE ON THE LEFT.  TURN LEFT ON
 DM1510'SOUTHEAST FIRST AVENUE AND GO NORTH FOR 0.05 MI (0.1 KM) TO A
 DM1510'ROUND-A-BOUT AT THE JUNCTION OF SOUTH NEW RIVER DRIVE EAST AND THE
 DM1510'MARK ON THE RIGHT, A FLDEP SURVEY DISK SET IN THE TOP OF A ROUND
 DM1510'CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH SOUTHEAST FIRST
 DM1510'AVENUE.
 DM1510'
 DM1510'LOCATED ABOUT 178.0 FT (54.3 M) SOUTH OF A NATIONAL GEODETIC SURVEY
 DM1510'VERTICAL CONTROL MARK Z 315 RESET, 75.5 FT (23.0 M) NORTH OF THE
 DM1510'APPROXIMATE CENTERLINE OF THE ENTRANCE DRIVE OF THE BROWARD SHERIFFS
 DM1510'OFFICE MAIN JAIL AT 555 SOUTHEAST FIRST AVENUE, 36.6 FT (11.2 M) EAST
 DM1510'OF THE CENTERLINE OF SOUTHEAST FIRST AVENUE AND 12.5 FT (3.8 M)
 DM1510'NORTHWEST OF A CARSONITE WITNESS POST.
 DM1510
 DM1510                          STATION RECOVERY (2014)
 DM1510
 DM1510'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 DM1510'RECOVERED IN GOOD CONDITION.
 DM1510
 DM1510                          STATION RECOVERY (2018)
 DM1510
 DM1510'RECOVERY NOTE BY MORGAN AND EKLUND INC 2018 (CAG)
 DM1510'RECOVERED IN GOOD CONDITION.
 DM1510
 DM1510                          STATION RECOVERY (2020)
 DM1510
 DM1510'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 DM1510'RECOVERED IN GOOD CONDITION.
 DM1510'
 DM1510'NOTE-A 2 INCH (5 CM) CERAMIC BAR MAGNET WAS PLACED ALONG SIDE THE
 DM1510'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1558 ***********************************************************************
 DM1558  DESIGNATION -  872 2937 K
 DM1558  PID         -  DM1558
 DM1558  STATE/COUNTY-  FL/BROWARD
 DM1558  COUNTRY     -  US
 DM1558  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 DM1558
 DM1558                         *CURRENT SURVEY CONTROL
 DM1558  ______________________________________________________________________
 DM1558* NAD 83(1986) POSITION- 26 06 58.12   (N) 080 08 42.79   (W)   HD_HELD1
 DM1558* NAVD 88 ORTHO HEIGHT -     1.656 (meters)        5.43  (feet) ADJUSTED
 DM1558  ______________________________________________________________________
 DM1558  GEOID HEIGHT    -        -25.670 (meters)                     GEOID18
 DM1558  DYNAMIC HEIGHT  -          1.654 (meters)        5.43  (feet) COMP
 DM1558  MODELED GRAVITY -    979,058.2   (mgal)                       NAVD 88
 DM1558
 DM1558  VERT ORDER      -  SECOND    CLASS I
 DM1558
 DM1558.The horizontal coordinates were determined by differentially corrected
 DM1558.hand held GPS observations or other comparable positioning techniques
 DM1558.and have an estimated accuracy of +/- 3 meters.
 DM1558
 DM1558.The orthometric height was determined by differential leveling and
 DM1558.adjusted by the NATIONAL GEODETIC SURVEY
 DM1558.in September 2010.
 DM1558
 DM1558.No vertical observational check was made to the station.
 DM1558
 DM1558.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1558.GEOID18 height accuracy estimate available here.
 DM1558
 DM1558.Click photographs - Photos may exist for this station.
 DM1558
 DM1558.The dynamic height is computed by dividing the NAVD 88
 DM1558.geopotential number by the normal gravity value computed on the
 DM1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1558.degrees latitude (g = 980.6199 gals.).
 DM1558
 DM1558.The modeled gravity was interpolated from observed gravity values.
 DM1558
 DM1558;                    North         East    Units  Estimated Accuracy
 DM1558;SPC FL E     -   197,762.3     285,491.3     MT  (+/- 3 meters HH1 GPS) 
 DM1558
 DM1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8546288826(NAD 83)
 DM1558
 DM1558                          SUPERSEDED SURVEY CONTROL
 DM1558
 DM1558.No superseded survey control is available for this station.
 DM1558
 DM1558_MARKER: F = FLANGE-ENCASED ROD
 DM1558_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1558_STAMPING: 2937 K 2007
 DM1558_MARK LOGO: FLDEP
 DM1558_PROJECTION: RECESSED 6 CENTIMETERS
 DM1558_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1558+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2020
 DM1558_ROD/PIPE-DEPTH: 16.0 meters
 DM1558
 DM1558  HISTORY     - Date     Condition        Report By
 DM1558  HISTORY     - 20070429 MONUMENTED       FLDEP
 DM1558  HISTORY     - 20200827 GOOD             T2UES
 DM1558
 DM1558                          STATION DESCRIPTION
 DM1558
 DM1558'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DM1558'THE MARK IS IN FORT LAUDERDALE, IN SECTION 10, TOWNSHIP 50 SOUTH,
 DM1558'RANGE 42 EAST.
 DM1558'
 DM1558'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 95 AND STATE
 DM1558'ROAD 842 (BROWARD BOULEVARD) IN FORT LAUDERDALE, GO EAST ON STATE ROAD
 DM1558'842 (BROWARD BOULEVARD) FOR 1.6 MI (2.6 KM) TO THE INTERSECTION OF
 DM1558'ANDREWS AVENUE.  TURN RIGHT ON ANDREWS AVENUE AND GO SOUTH FOR 0.45 MI
 DM1558'(0.7 KM) TO THE INTERSECTION OF SOUTHWEST FIFTH STREET.  TURN RIGHT ON
 DM1558'SOUTHWEST FIFTH STREET AND GO WEST FOR 0.1 MI (0.2 KM) TO THE
 DM1558'INTERSECTION OF SOUTHWEST FLAGLER AVENUE AND THE MARK ON THE LEFT, A
 DM1558'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 52.5 FT (16.0 M)
 DM1558'WITH AN NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND AND
 DM1558'ABOUT 1.5 FT (0.5 M) BELOW THE LEVEL OF SOUTHWEST FIFTH STREET, THE
 DM1558'DATUM POINT IS RECESSED 0.3 FT (0.1 M) BELOW THE LEVEL OF THE NATIONAL
 DM1558'GEODETIC SURVEY LOGO CAP.
 DM1558'
 DM1558'LOCATED 97.1 FT (29.6 M) EAST OF THE CENTERLINE OF SOUTHWEST SECOND
 DM1558'AVENUE, 44.6 FT (13.6 M) WEST OF THE CENTERLINE OF SOUTHWEST FLAGLER
 DM1558'AVENUE, 24.1 FT (7.3 M) EAST OF THE NEAR RAIL OF THE EAST COAST
 DM1558'RAILROAD TRACK, 19.7 FT (6.0 M) SOUTH OF THE CENTERLINE OF SOUTHWEST
 DM1558'FIFTH STREET AND 1.0 FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
 DM1558'
 DM1558'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DM1558'CAP.
 DM1558'
 DM1558'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM1558'NATIONAL GEODETIC SURVEY LOGO CAP.
 DM1558
 DM1558                          STATION RECOVERY (2020)
 DM1558
 DM1558'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 DM1558'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2492 ***********************************************************************
 AD2492  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2492  DESIGNATION -  872 2937 TIDAL 5
 AD2492  PID         -  AD2492
 AD2492  STATE/COUNTY-  FL/BROWARD
 AD2492  COUNTRY     -  US
 AD2492  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD2492
 AD2492                         *CURRENT SURVEY CONTROL
 AD2492  ______________________________________________________________________
 AD2492* NAD 83(1986) POSITION- 26 07 04.     (N) 080 08 40.     (W)   SCALED
 AD2492* NAVD 88 ORTHO HEIGHT -     0.658 (meters)        2.16  (feet) ADJUSTED
 AD2492  ______________________________________________________________________
 AD2492  GEOID HEIGHT    -        -25.674 (meters)                     GEOID18
 AD2492  DYNAMIC HEIGHT  -          0.657 (meters)        2.16  (feet) COMP
 AD2492  MODELED GRAVITY -    979,058.3   (mgal)                       NAVD 88
 AD2492
 AD2492  VERT ORDER      -  FIRST     CLASS I
 AD2492
 AD2492.The horizontal coordinates were scaled from a map and have
 AD2492.an estimated accuracy of +/- 6 seconds.
 AD2492
 AD2492.The orthometric height was determined by differential leveling and
 AD2492.adjusted by the NATIONAL GEODETIC SURVEY
 AD2492.in June 1991.
 AD2492
 AD2492.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2492.GEOID18 height accuracy estimate available here.
 AD2492
 AD2492.This Tidal Bench Mark is designated as VM 17138
 AD2492.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2492
 AD2492.Click photographs - Photos may exist for this station.
 AD2492
 AD2492.The dynamic height is computed by dividing the NAVD 88
 AD2492.geopotential number by the normal gravity value computed on the
 AD2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2492.degrees latitude (g = 980.6199 gals.).
 AD2492
 AD2492.The modeled gravity was interpolated from observed gravity values.
 AD2492
 AD2492;                    North         East    Units  Estimated Accuracy
 AD2492;SPC FL E     -   197,940.      285,570.      MT  (+/- 180 meters Scaled)
 AD2492
 AD2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ855890(NAD 83)
 AD2492
 AD2492                          SUPERSEDED SURVEY CONTROL
 AD2492
 AD2492  NGVD 29 (??/??/92)    1.144  (m)            3.75   (f) SUPERSEDED  1 1
 AD2492  NGVD 29 (09/01/92)    1.128  (m)            3.70   (f) ADJUSTED    1 1
 AD2492
 AD2492.Superseded values are not recommended for survey control.
 AD2492
 AD2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2492.See file dsdata.pdf to determine how the superseded data were derived.
 AD2492
 AD2492_MARKER: DB = BENCH MARK DISK
 AD2492_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD2492+WITH SETTING: PAVEMENT
 AD2492_SP_SET: FOOTING
 AD2492_STAMPING: NO 5 1960
 AD2492_MARK LOGO: CGS
 AD2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2492+STABILITY: SURFACE MOTION
 AD2492
 AD2492  HISTORY     - Date     Condition        Report By
 AD2492  HISTORY     - 1960     MONUMENTED       CGS
 AD2492  HISTORY     - 1965     GOOD             CGS
 AD2492  HISTORY     - 1973     GOOD             NGS
 AD2492  HISTORY     - 1981     GOOD             FLDNR
 AD2492  HISTORY     - 19910616 MARK NOT FOUND   USPSQD
 AD2492  HISTORY     - 19950703 GOOD             USPSQD
 AD2492  HISTORY     - 19980304 MARK NOT FOUND   USPSQD
 AD2492  HISTORY     - 20050517 MARK NOT FOUND   USPSQD
 AD2492
 AD2492                          STATION DESCRIPTION
 AD2492
 AD2492'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2492'1.4 MI N FROM FORT LAUDERDALE.
 AD2492'ABOUT 1.3 MILES NORTH ALONG THE FLORIDA EAST COAST RAILWAY FROM
 AD2492'THE STATION AT FORT LAUDERDALE, THENCE 0.05 MILE EAST ALONG
 AD2492'SW 5TH STREET, THENCE 0.1 MILE NORTH ALONG SW FIRST AVENUE,
 AD2492'IN SECTION 10, R 42 E, T 50 S, AT THE RODI BOAT COMPANY, SET
 AD2492'IN THE TOP OF CONCRETE FOOTING FOR 3RD STEEL COLUMN NORTH OF
 AD2492'ENTRANCE TO BOAT COMPANY, 46 FEET NORTH OF THE CENTER OF ENTRANCE
 AD2492'TO DOCK, 23 FEET SOUTH OF THE SOUTH EDGE OF NEW RIVER, 1.2 FEET
 AD2492'SOUTH OF THE 3RD STEEL COLUMN, 294 FEET EAST OF THE EAST RAIL
 AD2492'OF THE TRACK, 0.5 FOOT BELOW THE LEVEL OF THE SIDEWALK.  FORT
 AD2492'LAUDERDALE, ANDREWS AVENUE BRIDGE, NEW RIVER.
 AD2492
 AD2492                          STATION RECOVERY (1973)
 AD2492
 AD2492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2492'RECOVERED IN GOOD CONDITION.
 AD2492
 AD2492                          STATION RECOVERY (1981)
 AD2492
 AD2492'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2492'RECOVERED IN GOOD CONDITION.
 AD2492
 AD2492                          STATION RECOVERY (1991)
 AD2492
 AD2492'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2492'MARK NOT FOUND.
 AD2492
 AD2492                          STATION RECOVERY (1995)
 AD2492
 AD2492'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2492'RECOVERED IN GOOD CONDITION.
 AD2492
 AD2492                          STATION RECOVERY (1998)
 AD2492
 AD2492'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2492'MARK NOT FOUND.
 AD2492
 AD2492                          STATION RECOVERY (2005)
 AD2492
 AD2492'RECOVERY NOTE BY US POWER SQUADRON 2005 (LP)
 AD2492'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1514 ***********************************************************************
 DM1514  DESIGNATION -  872 2939 A
 DM1514  PID         -  DM1514
 DM1514  STATE/COUNTY-  FL/BROWARD
 DM1514  COUNTRY     -  US
 DM1514  USGS QUAD   -  PORT EVERGLADES (2018)
 DM1514
 DM1514                         *CURRENT SURVEY CONTROL
 DM1514  ______________________________________________________________________
 DM1514* NAD 83(1986) POSITION- 26 06 50.95   (N) 080 06 21.25   (W)   HD_HELD1
 DM1514* NAVD 88 ORTHO HEIGHT -     0.960 (meters)        3.15  (feet) ADJUSTED
 DM1514  ______________________________________________________________________
 DM1514  GEOID HEIGHT    -        -25.806 (meters)                     GEOID18
 DM1514  DYNAMIC HEIGHT  -          0.958 (meters)        3.14  (feet) COMP
 DM1514  MODELED GRAVITY -    979,056.4   (mgal)                       NAVD 88
 DM1514
 DM1514  VERT ORDER      -  SECOND    CLASS I
 DM1514
 DM1514.The horizontal coordinates were determined by differentially corrected
 DM1514.hand held GPS observations or other comparable positioning techniques
 DM1514.and have an estimated accuracy of +/- 3 meters.
 DM1514
 DM1514.The orthometric height was determined by differential leveling and
 DM1514.adjusted by the NATIONAL GEODETIC SURVEY
 DM1514.in September 2010.
 DM1514
 DM1514.No vertical observational check was made to the station.
 DM1514
 DM1514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1514.GEOID18 height accuracy estimate available here.
 DM1514
 DM1514.Click photographs - Photos may exist for this station.
 DM1514
 DM1514.The dynamic height is computed by dividing the NAVD 88
 DM1514.geopotential number by the normal gravity value computed on the
 DM1514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1514.degrees latitude (g = 980.6199 gals.).
 DM1514
 DM1514.The modeled gravity was interpolated from observed gravity values.
 DM1514
 DM1514;                    North         East    Units  Estimated Accuracy
 DM1514;SPC FL E     -   197,568.1     289,425.3     MT  (+/- 3 meters HH1 GPS) 
 DM1514
 DM1514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8939488632(NAD 83)
 DM1514
 DM1514                          SUPERSEDED SURVEY CONTROL
 DM1514
 DM1514.No superseded survey control is available for this station.
 DM1514
 DM1514_MARKER: DD = SURVEY DISK
 DM1514_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1514_SP_SET: SEAWALL
 DM1514_STAMPING: 2939 A 1994
 DM1514_MARK LOGO: NOS
 DM1514_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1514+STABILITY: SURFACE MOTION
 DM1514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1514+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2017
 DM1514
 DM1514  HISTORY     - Date     Condition        Report By
 DM1514  HISTORY     - 1994     MONUMENTED       FLDEP
 DM1514  HISTORY     - 20070104 GOOD             FLDEP
 DM1514  HISTORY     - 20140721 GOOD             GEOCAC
 DM1514  HISTORY     - 20170510 GOOD             USPSQD
 DM1514
 DM1514                          STATION DESCRIPTION
 DM1514
 DM1514'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DM1514'THE MARK IS IN FORT LAUDERDALE BEACH, AT THE BAHIA MAR YACHT CENTER,
 DM1514'IN SECTION 12, TOWNSHIP 50 SOUTH, RANGE 42 EAST.
 DM1514'
 DM1514'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY ALTERNATE A1A
 DM1514'(LAS OLAS BOULEVARD) AND STATE HIGHWAY A1A (SEEBREEZE BOULEVARD) IN
 DM1514'FORT LAUDERDALE BEACH, GO SOUTH ON STATE HIGHWAY A1A (SEABREEZE
 DM1514'BOULEVARD) FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF STATE HIGHWAY
 DM1514'A1A (SEEBREEZE BOULEVARD) AND SOUTHEAST FIFTH STREET (LEAVITT DRIVE,
 DM1514'HALL OF FAME DRIVE).  CONTINUE SOUTH ON STATE HIGHWAY A1A (SEEBREEZE
 DM1514'BOULEVARD) FOR 0.2 MI (0.3 KM) TO THE NORTH PARKING LOT OF THE BAHIA
 DM1514'MAR YACHT CLUB AND THE MARK ON THE RIGHT, A NOS BENCH MARK DISK SET
 DM1514'FLUSH IN THE TOP OF A CONCRETE SEAWALL AT THE SOUTHEAST CORNER OF THE
 DM1514'NORTH YACHT BASIN.
 DM1514'
 DM1514'LOCATED ABOUT 172.0 FT (52.4 M) WEST OF THE CENTERLINE OF STATE
 DM1514'HIGHWAY A1A (SEABREEZE BOULEVARD) SOUTHBOUND LANES, 30.6 FT (9.3 M)
 DM1514'WEST OF THE SOUTHWEST CORNER OF A CONCRETE BOX DRAIN, 10.0 FT (3.0 M)
 DM1514'NORTH OF THE SOUTHEAST CORNER OF THE NORTH YACHT BASIN, 3.6 FT (1.1 M)
 DM1514'NORTHWEST OF THE NORTHWEST CORNER OF A 7.0 FT (2.1 M) X 10.0 FT (3.0
 DM1514'M) CONCRETE BASE OF AN ELECTRIC MAIN SUB STATION LABLED DSI, 2.1 FT
 DM1514'(0.6 M) EAST OF THE WEST EDGE OF THE SEAWALL AND 0.5 FT (0.2 M) WEST
 DM1514'OF THE EAST EDGE OF THE SEAWALL.
 DM1514
 DM1514                          STATION RECOVERY (2014)
 DM1514
 DM1514'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 DM1514'RECOVERED IN GOOD CONDITION.
 DM1514
 DM1514                          STATION RECOVERY (2017)
 DM1514
 DM1514'RECOVERY NOTE BY US POWER SQUADRON 2017 (CAC)
 DM1514'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1515 ***********************************************************************
 DM1515  DESIGNATION -  872 2939 B
 DM1515  PID         -  DM1515
 DM1515  STATE/COUNTY-  FL/BROWARD
 DM1515  COUNTRY     -  US
 DM1515  USGS QUAD   -  PORT EVERGLADES (2018)
 DM1515
 DM1515                         *CURRENT SURVEY CONTROL
 DM1515  ______________________________________________________________________
 DM1515* NAD 83(1986) POSITION- 26 06 46.     (N) 080 06 19.     (W)   SCALED
 DM1515* NAVD 88 ORTHO HEIGHT -     3.603 (meters)       11.82  (feet) ADJUSTED
 DM1515  ______________________________________________________________________
 DM1515  GEOID HEIGHT    -        -25.808 (meters)                     GEOID18
 DM1515  DYNAMIC HEIGHT  -          3.597 (meters)       11.80  (feet) COMP
 DM1515  MODELED GRAVITY -    979,056.2   (mgal)                       NAVD 88
 DM1515
 DM1515  VERT ORDER      -  SECOND    CLASS I
 DM1515
 DM1515.The horizontal coordinates were scaled from a map and have
 DM1515.an estimated accuracy of +/- 6 seconds.
 DM1515
 DM1515.The orthometric height was determined by differential leveling and
 DM1515.adjusted by the NATIONAL GEODETIC SURVEY
 DM1515.in September 2010.
 DM1515
 DM1515.No vertical observational check was made to the station.
 DM1515
 DM1515.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1515.GEOID18 height accuracy estimate available here.
 DM1515
 DM1515.Click photographs - Photos may exist for this station.
 DM1515
 DM1515.The dynamic height is computed by dividing the NAVD 88
 DM1515.geopotential number by the normal gravity value computed on the
 DM1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1515.degrees latitude (g = 980.6199 gals.).
 DM1515
 DM1515.The modeled gravity was interpolated from observed gravity values.
 DM1515
 DM1515;                    North         East    Units  Estimated Accuracy
 DM1515;SPC FL E     -   197,420.      289,490.      MT  (+/- 180 meters Scaled)
 DM1515
 DM1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ894884(NAD 83)
 DM1515
 DM1515                          SUPERSEDED SURVEY CONTROL
 DM1515
 DM1515.No superseded survey control is available for this station.
 DM1515
 DM1515_MARKER: DB = BENCH MARK DISK
 DM1515_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM1515_SP_SET: BRIDGE COLUMN
 DM1515_STAMPING: 2939 B 1994
 DM1515_MARK LOGO: NOS
 DM1515_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1515_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1515+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2014
 DM1515
 DM1515  HISTORY     - Date     Condition        Report By
 DM1515  HISTORY     - 1994     MONUMENTED       FLDEP
 DM1515  HISTORY     - 20070104 GOOD             FLDEP
 DM1515  HISTORY     - 20140721 GOOD             GEOCAC
 DM1515
 DM1515                          STATION DESCRIPTION
 DM1515
 DM1515'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DM1515'THE MARK IS IN FORT LAUDERDALES SOUTH BEACH PARK, IN SECTION 12,
 DM1515'TOWNSHIP 50 SOUTH, RANGE 42 EAST.
 DM1515'
 DM1515'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY ALTERNATE A1A
 DM1515'(LAS OLAS BOULEVARD) AND STATE HIGHWAY A1A (SEEBREEZE BOULEVARD) IN
 DM1515'FORT LAUDERDALE BEACH, GO SOUTH ON STATE HIGHWAY A1A (SEABREEZE
 DM1515'BOULEVARD) FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF STATE HIGHWAY
 DM1515'A1A (SEEBREEZE BOULEVARD) AND SOUTHEAST FIFTH STREET (LEAVITT DRIVE,
 DM1515'HALL OF FAME DRIVE).  CONTINUE SOUTH ON STATE HIGHWAY A1A (SEEBREEZE
 DM1515'BOULEVARD) FOR 0.25 MI (0.4 KM) TO A PEDESTRIAN OVERPASS AND THE MARK
 DM1515'ON THE LEFT, A NOS BENCH MARK DISK SET VERTICALLY ON THE SOUTH FACE OF
 DM1515'THE SECOND COLUMN EAST OF THE NORTHBOUND LANES OF STATE HIGHWAY A1A
 DM1515'(SEEBREEZE BOULEVARD) INSIDE THE SOUTH BEACH PARKING AREA AND ABOUT
 DM1515'4.0 FT (1.2 M) ABOVE THE LEVEL OF THE HIGHWAY.
 DM1515'
 DM1515'LOCATED 69.1 FT (21.1 M) EAST OF THE CENTERLINE OF STATE HIGHWAY A1A
 DM1515'(SEEBREEZE BOULEVARD) NORTHBOUND LANES, 45.0 FT (13.7 M) WEST OF THE
 DM1515'PARKING AREAS NORTHBOUND DRIVEWAY, 22.1 FT (6.7 M) EAST OF THE PARKING
 DM1515'AREAS SOUTHBOUND DRIVEWAY AND 20.0 FT (6.1 M) NORTHEAST OF AN 8-INCH
 DM1515'(20 CM) PALM TREE.
 DM1515
 DM1515                          STATION RECOVERY (2014)
 DM1515
 DM1515'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 DM1515'THE DISK IS COVERED IN WHITE PAINT.  THE COLUMN WHERE THE DISK IS
 DM1515'LOCATED IS WITHIN A CHAIN LINK FENCE ENCLOSURE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5870 ***********************************************************************
 AD5870  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5870  DESIGNATION -  872 2939 G TIDAL
 AD5870  PID         -  AD5870
 AD5870  STATE/COUNTY-  FL/BROWARD
 AD5870  COUNTRY     -  US
 AD5870  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5870
 AD5870                         *CURRENT SURVEY CONTROL
 AD5870  ______________________________________________________________________
 AD5870* NAD 83(1986) POSITION- 26 06 49.     (N) 080 06 29.     (W)   SCALED
 AD5870* NAVD 88 ORTHO HEIGHT -     3.663 (meters)       12.02  (feet) ADJUSTED
 AD5870  ______________________________________________________________________
 AD5870  GEOID HEIGHT    -        -25.797 (meters)                     GEOID18
 AD5870  DYNAMIC HEIGHT  -          3.657 (meters)       12.00  (feet) COMP
 AD5870  MODELED GRAVITY -    979,056.5   (mgal)                       NAVD 88
 AD5870
 AD5870  VERT ORDER      -  SECOND    CLASS I
 AD5870
 AD5870.The horizontal coordinates were scaled from a map and have
 AD5870.an estimated accuracy of +/- 6 seconds.
 AD5870
 AD5870.The orthometric height was determined by differential leveling and
 AD5870.adjusted by the NATIONAL GEODETIC SURVEY
 AD5870.in June 1991.
 AD5870
 AD5870.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5870.GEOID18 height accuracy estimate available here.
 AD5870
 AD5870.This Tidal Bench Mark is designated as VM 5697
 AD5870.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5870
 AD5870.Click photographs - Photos may exist for this station.
 AD5870
 AD5870.The dynamic height is computed by dividing the NAVD 88
 AD5870.geopotential number by the normal gravity value computed on the
 AD5870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5870.degrees latitude (g = 980.6199 gals.).
 AD5870
 AD5870.The modeled gravity was interpolated from observed gravity values.
 AD5870
 AD5870;                    North         East    Units  Estimated Accuracy
 AD5870;SPC FL E     -   197,510.      289,210.      MT  (+/- 180 meters Scaled)
 AD5870
 AD5870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ891885(NAD 83)
 AD5870
 AD5870                          SUPERSEDED SURVEY CONTROL
 AD5870
 AD5870  NGVD 29 (09/01/92)    4.193  (m)           13.76   (f) ADJUSTED    2 1
 AD5870
 AD5870.Superseded values are not recommended for survey control.
 AD5870
 AD5870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5870.See file dsdata.pdf to determine how the superseded data were derived.
 AD5870
 AD5870_STAMPING: 2939 G 1981
 AD5870_MARK LOGO: NOS
 AD5870_PROJECTION: FLUSH
 AD5870_ROD/PIPE-DEPTH: 12.2 meters
 AD5870
 AD5870  HISTORY     - Date     Condition        Report By
 AD5870  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5870  HISTORY     - 1986     GOOD             FLDNR
 AD5870  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5870  HISTORY     - 19910609 MARK NOT FOUND   USPSQD
 AD5870  HISTORY     - 19940412 MARK NOT FOUND   USPSQD
 AD5870  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 AD5870  HISTORY     - 19970611 MARK NOT FOUND   USPSQD
 AD5870  HISTORY     - 19980217 GOOD             USPSQD
 AD5870  HISTORY     - 19980313 GOOD             USPSQD
 AD5870  HISTORY     - 20030128 GOOD             USPSQD
 AD5870  HISTORY     - 20170510 MARK NOT FOUND   USPSQD
 AD5870
 AD5870                          STATION DESCRIPTION
 AD5870
 AD5870'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5870'IN FORT LAUDERDALE BEACH.
 AD5870'BEGIN AT THE INTERSECTION OF STATE ROAD ALT A1A (LAS OLAS BLVD) AND
 AD5870'STATE ROAD A1A AT FORT LAUDERDALE BEACH.  GO SOUTH ON STATE ROAD A1A
 AD5870'FOR 0.45 MILE TO THE MUNICIPAL PARKING LOT ACROSS THE ROAD FROM THE
 AD5870'BAHIA MAR YACHT CLUB.  THE MARK BEARS 58.2 FEET SOUTHWEST OF THE
 AD5870'SOUTHWEST CORNER OF THE PARKING LOT TOLL BOOTH, 69.0 FEET EAST OF THE
 AD5870'CENTERLINE OF THE NORTHBOUND LANE OF STATE ROAD A1A, 3.5 FEET SOUTH
 AD5870'SOUTHWEST OF A ROYAL PALM TREE, 112 FEET SOUTHWEST OF BENCH MARK
 AD5870'2939 H 1981, AND APPROXIMATELY 300 FEET EAST-NORTHEAST OF BENCH MARK
 AD5870'Y 315 1970.
 AD5870'THE MARK IS 13 FT  SW FROM  POWER POLE WITH SIGN
 AD5870'THE MARK IS 0.3 FT BELOW GROUND.
 AD5870
 AD5870                          STATION RECOVERY (1986)
 AD5870
 AD5870'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5870'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS WEST-
 AD5870'SOUTHWEST OF THE TOLL BOOTH.
 AD5870
 AD5870                          STATION RECOVERY (1990)
 AD5870
 AD5870'RECOVERY NOTE BY US POWER SQUADRON 1990 (KR)
 AD5870'MARK NOT FOUND.
 AD5870
 AD5870                          STATION RECOVERY (1991)
 AD5870
 AD5870'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5870'MARK NOT FOUND.
 AD5870
 AD5870                          STATION RECOVERY (1994)
 AD5870
 AD5870'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5870'MARK NOT FOUND.
 AD5870
 AD5870                          STATION RECOVERY (1995)
 AD5870
 AD5870'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5870'MARK NOT FOUND.
 AD5870
 AD5870                          STATION RECOVERY (1997)
 AD5870
 AD5870'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD5870'MARK NOT FOUND.
 AD5870
 AD5870                          STATION RECOVERY (1998)
 AD5870
 AD5870'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5870'RECOVERED IN GOOD CONDITION.
 AD5870
 AD5870                          STATION RECOVERY (1998)
 AD5870
 AD5870'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5870'RECOVERED IN GOOD CONDITION.
 AD5870
 AD5870                          STATION RECOVERY (2003)
 AD5870
 AD5870'RECOVERY NOTE BY US POWER SQUADRON 2003 (RT)
 AD5870'RECOVERED IN GOOD CONDITION.
 AD5870
 AD5870                          STATION RECOVERY (2017)
 AD5870
 AD5870'RECOVERY NOTE BY US POWER SQUADRON 2017 (CAC)
 AD5870'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5871 ***********************************************************************
 AD5871  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5871  DESIGNATION -  872 2939 H TIDAL
 AD5871  PID         -  AD5871
 AD5871  STATE/COUNTY-  FL/BROWARD
 AD5871  COUNTRY     -  US
 AD5871  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5871
 AD5871                         *CURRENT SURVEY CONTROL
 AD5871  ______________________________________________________________________
 AD5871* NAD 83(1986) POSITION- 26 06 49.     (N) 080 06 29.     (W)   SCALED
 AD5871* NAVD 88 ORTHO HEIGHT -     3.513 (meters)       11.53  (feet) ADJUSTED
 AD5871  ______________________________________________________________________
 AD5871  GEOID HEIGHT    -        -25.797 (meters)                     GEOID18
 AD5871  DYNAMIC HEIGHT  -          3.507 (meters)       11.51  (feet) COMP
 AD5871  MODELED GRAVITY -    979,056.5   (mgal)                       NAVD 88
 AD5871
 AD5871  VERT ORDER      -  SECOND    CLASS I
 AD5871
 AD5871.The horizontal coordinates were scaled from a map and have
 AD5871.an estimated accuracy of +/- 6 seconds.
 AD5871
 AD5871.The orthometric height was determined by differential leveling and
 AD5871.adjusted by the NATIONAL GEODETIC SURVEY
 AD5871.in June 1991.
 AD5871
 AD5871.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5871.GEOID18 height accuracy estimate available here.
 AD5871
 AD5871.This Tidal Bench Mark is designated as VM 5698
 AD5871.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5871
 AD5871.Click photographs - Photos may exist for this station.
 AD5871
 AD5871.The dynamic height is computed by dividing the NAVD 88
 AD5871.geopotential number by the normal gravity value computed on the
 AD5871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5871.degrees latitude (g = 980.6199 gals.).
 AD5871
 AD5871.The modeled gravity was interpolated from observed gravity values.
 AD5871
 AD5871;                    North         East    Units  Estimated Accuracy
 AD5871;SPC FL E     -   197,510.      289,210.      MT  (+/- 180 meters Scaled)
 AD5871
 AD5871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ891885(NAD 83)
 AD5871
 AD5871                          SUPERSEDED SURVEY CONTROL
 AD5871
 AD5871  NGVD 29 (09/01/92)    4.043  (m)           13.26   (f) ADJUSTED    2 1
 AD5871
 AD5871.Superseded values are not recommended for survey control.
 AD5871
 AD5871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5871.See file dsdata.pdf to determine how the superseded data were derived.
 AD5871
 AD5871_MARKER: DJ = TIDAL STATION DISK
 AD5871_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AD5871_STAMPING: 2939 H 1981
 AD5871_MARK LOGO: NOS
 AD5871_PROJECTION: FLUSH
 AD5871_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD5871+STABILITY: POSITION/ELEVATION WELL
 AD5871_ROD/PIPE-DEPTH: 12.2 meters
 AD5871
 AD5871  HISTORY     - Date     Condition        Report By
 AD5871  HISTORY     - 1981     MONUMENTED       FLDNR
 AD5871  HISTORY     - 1986     GOOD             FLDNR
 AD5871  HISTORY     - 1990     GOOD             USPSQD
 AD5871  HISTORY     - 19910609 GOOD             USPSQD
 AD5871  HISTORY     - 19940412 MARK NOT FOUND   USPSQD
 AD5871  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 AD5871  HISTORY     - 19970611 MARK NOT FOUND   USPSQD
 AD5871  HISTORY     - 19980217 MARK NOT FOUND   USPSQD
 AD5871  HISTORY     - 20030128 MARK NOT FOUND   USPSQD
 AD5871  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5871
 AD5871                          STATION DESCRIPTION
 AD5871
 AD5871'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5871'IN FORT LAUDERDALE BEACH.
 AD5871'BEGIN AT THE INTERSECTION OF STATE ROAD ALT A1A (LAS OLAS BLVD) AND
 AD5871'STATE ROAD A1A AT FORT LAUDERDALE BEACH.  GO SOUTH ON STATE ROAD A1A
 AD5871'FOR 0.45 MILE TO THE MUNICIPAL PARKING LOT ACROSS THE ROAD FROM THE
 AD5871'BAHIA MAR YACHT CLUB.  THE MARK BEARS 81 FEET NORTHWEST OF THE NORTH
 AD5871'NORTHWEST CORNER OF THE PARKING LOT TOLL BOOTH, 102.2 FEET EAST OF THE
 AD5871'NORTHBOUND LANE OF STATE ROAD A1A, 18.7 FEET NORTH OF THE CENTERLINE
 AD5871'OF THE NORTHERNMOST DRIVEWAY OF THE PARKING LOT, 4.9 FEET SOUTH OF
 AD5871'THE SOUTH SIDE OF A SIDEWALK, AND 112 FEET NORTHEAST OF BENCH MARK
 AD5871'2939 G 1981.
 AD5871'THE MARK IS 2.9 FT  W FROM A WITNESS POST.
 AD5871'THE MARK IS 0.3 FT BELOW GROUND.
 AD5871
 AD5871                          STATION RECOVERY (1986)
 AD5871
 AD5871'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5871'RECOVERED IN GOOD CONDITION.
 AD5871
 AD5871                          STATION RECOVERY (1990)
 AD5871
 AD5871'RECOVERY NOTE BY US POWER SQUADRON 1990 (KR)
 AD5871'RECOVERED IN GOOD CONDITION.
 AD5871
 AD5871                          STATION RECOVERY (1991)
 AD5871
 AD5871'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5871'RECOVERED IN GOOD CONDITION.
 AD5871
 AD5871                          STATION RECOVERY (1994)
 AD5871
 AD5871'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5871'MARK NOT FOUND.
 AD5871
 AD5871                          STATION RECOVERY (1995)
 AD5871
 AD5871'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5871'MARK NOT FOUND.
 AD5871
 AD5871                          STATION RECOVERY (1997)
 AD5871
 AD5871'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD5871'MARK NOT FOUND.
 AD5871
 AD5871                          STATION RECOVERY (1998)
 AD5871
 AD5871'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5871'MARK NOT FOUND.
 AD5871
 AD5871                          STATION RECOVERY (2003)
 AD5871
 AD5871'RECOVERY NOTE BY US POWER SQUADRON 2003 (RT)
 AD5871'MARK NOT FOUND.
 AD5871
 AD5871                          STATION RECOVERY (2004)
 AD5871
 AD5871'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5871'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8079 ***********************************************************************
 AD8079  DESIGNATION -  872 2939 J TIDAL
 AD8079  PID         -  AD8079
 AD8079  STATE/COUNTY-  FL/BROWARD
 AD8079  COUNTRY     -  US
 AD8079  USGS QUAD   -  PORT EVERGLADES (2018)
 AD8079
 AD8079                         *CURRENT SURVEY CONTROL
 AD8079  ______________________________________________________________________
 AD8079* NAD 83(1986) POSITION- 26 06 47.     (N) 080 06 29.     (W)   SCALED
 AD8079* NAVD 88 ORTHO HEIGHT -     2.022 (meters)        6.63  (feet) ADJUSTED
 AD8079  ______________________________________________________________________
 AD8079  GEOID HEIGHT    -        -25.797 (meters)                     GEOID18
 AD8079  DYNAMIC HEIGHT  -          2.019 (meters)        6.62  (feet) COMP
 AD8079  MODELED GRAVITY -    979,056.4   (mgal)                       NAVD 88
 AD8079
 AD8079  VERT ORDER      -  SECOND    CLASS I
 AD8079
 AD8079.The horizontal coordinates were scaled from a map and have
 AD8079.an estimated accuracy of +/- 6 seconds.
 AD8079
 AD8079.The orthometric height was determined by differential leveling and
 AD8079.adjusted by the NATIONAL GEODETIC SURVEY
 AD8079.in September 1996.
 AD8079
 AD8079.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8079.GEOID18 height accuracy estimate available here.
 AD8079
 AD8079.Click photographs - Photos may exist for this station.
 AD8079
 AD8079.The dynamic height is computed by dividing the NAVD 88
 AD8079.geopotential number by the normal gravity value computed on the
 AD8079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8079.degrees latitude (g = 980.6199 gals.).
 AD8079
 AD8079.The modeled gravity was interpolated from observed gravity values.
 AD8079
 AD8079;                    North         East    Units  Estimated Accuracy
 AD8079;SPC FL E     -   197,450.      289,210.      MT  (+/- 180 meters Scaled)
 AD8079
 AD8079_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ891885(NAD 83)
 AD8079
 AD8079                          SUPERSEDED SURVEY CONTROL
 AD8079
 AD8079  NGVD 29 (09/01/92)    2.553  (m)            8.38   (f) ADJUSTED    2 1
 AD8079
 AD8079.Superseded values are not recommended for survey control.
 AD8079
 AD8079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8079.See file dsdata.pdf to determine how the superseded data were derived.
 AD8079
 AD8079_MARKER: DJ = TIDAL STATION DISK
 AD8079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AD8079_SP_SET: CONCRETE BOX DRAIN
 AD8079_STAMPING: 2939 J 1986
 AD8079_MARK LOGO: NOS
 AD8079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8079
 AD8079  HISTORY     - Date     Condition        Report By
 AD8079  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8079  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 AD8079  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 AD8079  HISTORY     - 19971103 MARK NOT FOUND   USPSQD
 AD8079  HISTORY     - 19980217 MARK NOT FOUND   USPSQD
 AD8079  HISTORY     - 20030128 MARK NOT FOUND   USPSQD
 AD8079  HISTORY     - 20041213 POOR             FLDT
 AD8079  HISTORY     - 20140721 MARK NOT FOUND   GEOCAC
 AD8079
 AD8079                          STATION DESCRIPTION
 AD8079
 AD8079'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8079'IN FORT LAUDERDALE BEACH.
 AD8079'THE MARK IS LOCATED AT THE FT. LAUDERDALE BEACH MUNICIPAL PARKING
 AD8079'LOT, ACROSS FROM THE BAHIA MAR RESORT, 21.6 FEET EAST OF THE
 AD8079'CENTERLINE OF STATE HIGHWAY A1A NORTHBOUND, 85.1 FEET SOUTH OF THE
 AD8079'SOUTH EDGE OF THE PEDESTRIAN BRIDGE TO THE BAHIA MAR RESORT, 22 FEET
 AD8079'WEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE PARKING LOT, 1
 AD8079'FOOT EAST OF THE WEST CURB OF THE PARKING LOT AND IS SET IN THE
 AD8079'NORTHWEST CORNER OF A CONCRETE BOX DRAIN.
 AD8079
 AD8079                          STATION RECOVERY (1995)
 AD8079
 AD8079'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8079'MARK NOT FOUND.
 AD8079
 AD8079                          STATION RECOVERY (1995)
 AD8079
 AD8079'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8079'MARK NOT FOUND.
 AD8079
 AD8079                          STATION RECOVERY (1997)
 AD8079
 AD8079'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD8079'MARK NOT FOUND.
 AD8079
 AD8079                          STATION RECOVERY (1998)
 AD8079
 AD8079'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8079'MARK NOT FOUND.
 AD8079
 AD8079                          STATION RECOVERY (2003)
 AD8079
 AD8079'RECOVERY NOTE BY US POWER SQUADRON 2003 (RT)
 AD8079'MARK NOT FOUND.
 AD8079
 AD8079                          STATION RECOVERY (2004)
 AD8079
 AD8079'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD8079'FOUND SHAFT, BUT BRASS DISC IS GONE
 AD8079
 AD8079                          STATION RECOVERY (2014)
 AD8079
 AD8079'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 AD8079'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8080 ***********************************************************************
 AD8080  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8080  DESIGNATION -  872 2939 K
 AD8080  PID         -  AD8080
 AD8080  STATE/COUNTY-  FL/BROWARD
 AD8080  COUNTRY     -  US
 AD8080  USGS QUAD   -  PORT EVERGLADES (2018)
 AD8080
 AD8080                         *CURRENT SURVEY CONTROL
 AD8080  ______________________________________________________________________
 AD8080* NAD 83(1986) POSITION- 26 06 49.     (N) 080 06 29.     (W)   SCALED
 AD8080* NAVD 88 ORTHO HEIGHT -     2.346 (meters)        7.70  (feet) ADJUSTED
 AD8080  ______________________________________________________________________
 AD8080  GEOID HEIGHT    -        -25.797 (meters)                     GEOID18
 AD8080  DYNAMIC HEIGHT  -          2.343 (meters)        7.69  (feet) COMP
 AD8080  MODELED GRAVITY -    979,056.5   (mgal)                       NAVD 88
 AD8080
 AD8080  VERT ORDER      -  SECOND    CLASS I
 AD8080
 AD8080.The horizontal coordinates were scaled from a map and have
 AD8080.an estimated accuracy of +/- 6 seconds.
 AD8080
 AD8080.The orthometric height was determined by differential leveling and
 AD8080.adjusted by the NATIONAL GEODETIC SURVEY
 AD8080.in September 2010.
 AD8080
 AD8080.No vertical observational check was made to the station.
 AD8080
 AD8080.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8080.GEOID18 height accuracy estimate available here.
 AD8080
 AD8080.This Tidal Bench Mark is designated as VM 12532
 AD8080.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8080
 AD8080.Click photographs - Photos may exist for this station.
 AD8080
 AD8080.The dynamic height is computed by dividing the NAVD 88
 AD8080.geopotential number by the normal gravity value computed on the
 AD8080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8080.degrees latitude (g = 980.6199 gals.).
 AD8080
 AD8080.The modeled gravity was interpolated from observed gravity values.
 AD8080
 AD8080;                    North         East    Units  Estimated Accuracy
 AD8080;SPC FL E     -   197,510.      289,210.      MT  (+/- 180 meters Scaled)
 AD8080
 AD8080_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ891885(NAD 83)
 AD8080
 AD8080                          SUPERSEDED SURVEY CONTROL
 AD8080
 AD8080  NAVD 88 (09/06/96)    2.372  (m)            7.78   (f) SUPERSEDED  2 1
 AD8080  NGVD 29 (09/01/92)    2.902  (m)            9.52   (f) ADJUSTED    2 1
 AD8080
 AD8080.Superseded values are not recommended for survey control.
 AD8080
 AD8080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8080.See file dsdata.pdf to determine how the superseded data were derived.
 AD8080
 AD8080_MARKER: DB = BENCH MARK DISK
 AD8080_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD8080_SP_SET: BOX DRAIN
 AD8080_STAMPING: 2329 K 1986
 AD8080_MARK LOGO: NOS
 AD8080_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD8080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8080+SATELLITE: SATELLITE OBSERVATIONS - January 04, 2007
 AD8080
 AD8080  HISTORY     - Date     Condition        Report By
 AD8080  HISTORY     - 1986     MONUMENTED       FLDNR
 AD8080  HISTORY     - 19940412 GOOD             USPSQD
 AD8080  HISTORY     - 19950703 GOOD             USPSQD
 AD8080  HISTORY     - 19950708 GOOD             USPSQD
 AD8080  HISTORY     - 19971104 MARK NOT FOUND   USPSQD
 AD8080  HISTORY     - 19980217 MARK NOT FOUND   USPSQD
 AD8080  HISTORY     - 20030128 MARK NOT FOUND   USPSQD
 AD8080  HISTORY     - 20041213 GOOD             FLDT
 AD8080  HISTORY     - 20070104 GOOD             FLDEP
 AD8080  HISTORY     - 20100107 GOOD             INDIV
 AD8080
 AD8080                          STATION DESCRIPTION
 AD8080
 AD8080'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD8080'IN FORT LAUDERDALE BEACH.
 AD8080'THE MARK IS LOCATED AT THE FT.  LAUDERDALE BEACH MUNICIPAL PARKING
 AD8080'LOT, ACROSS FROM THE BAHIA MAR RESORT, 20.6 FEET EAST OF THE
 AD8080'CENTERLINE OF STATE ROAD A1A NORTHBOUND, 26 FEET WEST OF THE
 AD8080'CENTERLINE OF THE NORTHBOUND LANE OF THE PARKING LOT, 73.4 FEET SOUTH
 AD8080'OF A CONCRETE POWER POLE WITH 3 TRANSFORMERS AND IS SET IN THE
 AD8080'NORTHEAST CORNER OF A CONCRETE BOX DRAIN.
 AD8080
 AD8080                          STATION RECOVERY (1994)
 AD8080
 AD8080'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD8080'RECOVERED IN GOOD CONDITION.
 AD8080
 AD8080                          STATION RECOVERY (1995)
 AD8080
 AD8080'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8080'RECOVERED IN GOOD CONDITION.
 AD8080
 AD8080                          STATION RECOVERY (1995)
 AD8080
 AD8080'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD8080'RECOVERED IN GOOD CONDITION.
 AD8080
 AD8080                          STATION RECOVERY (1997)
 AD8080
 AD8080'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD8080'MARK NOT FOUND.
 AD8080
 AD8080                          STATION RECOVERY (1998)
 AD8080
 AD8080'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8080'MARK NOT FOUND.
 AD8080
 AD8080                          STATION RECOVERY (2003)
 AD8080
 AD8080'RECOVERY NOTE BY US POWER SQUADRON 2003 (RT)
 AD8080'MARK NOT FOUND.
 AD8080
 AD8080                          STATION RECOVERY (2004)
 AD8080
 AD8080'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD8080'RECOVERED AS DESCRIBED
 AD8080
 AD8080                          STATION RECOVERY (2007)
 AD8080
 AD8080'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AD8080'RECOVERED AS DESCRIBED.
 AD8080
 AD8080                          STATION RECOVERY (2010)
 AD8080
 AD8080'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (DF)
 AD8080'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1513 ***********************************************************************
 DM1513  DESIGNATION -  872 2939 L
 DM1513  PID         -  DM1513
 DM1513  STATE/COUNTY-  FL/BROWARD
 DM1513  COUNTRY     -  US
 DM1513  USGS QUAD   -  PORT EVERGLADES (2018)
 DM1513
 DM1513                         *CURRENT SURVEY CONTROL
 DM1513  ______________________________________________________________________
 DM1513* NAD 83(1986) POSITION- 26 06 55.     (N) 080 06 19.     (W)   SCALED
 DM1513* NAVD 88 ORTHO HEIGHT -     2.477 (meters)        8.13  (feet) ADJUSTED
 DM1513  ______________________________________________________________________
 DM1513  GEOID HEIGHT    -        -25.809 (meters)                     GEOID18
 DM1513  DYNAMIC HEIGHT  -          2.473 (meters)        8.11  (feet) COMP
 DM1513  MODELED GRAVITY -    979,056.5   (mgal)                       NAVD 88
 DM1513
 DM1513  VERT ORDER      -  SECOND    CLASS I
 DM1513
 DM1513.The horizontal coordinates were scaled from a map and have
 DM1513.an estimated accuracy of +/- 6 seconds.
 DM1513
 DM1513.The orthometric height was determined by differential leveling and
 DM1513.adjusted by the NATIONAL GEODETIC SURVEY
 DM1513.in September 2010.
 DM1513
 DM1513.No vertical observational check was made to the station.
 DM1513
 DM1513.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1513.GEOID18 height accuracy estimate available here.
 DM1513
 DM1513.Click photographs - Photos may exist for this station.
 DM1513
 DM1513.The dynamic height is computed by dividing the NAVD 88
 DM1513.geopotential number by the normal gravity value computed on the
 DM1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1513.degrees latitude (g = 980.6199 gals.).
 DM1513
 DM1513.The modeled gravity was interpolated from observed gravity values.
 DM1513
 DM1513;                    North         East    Units  Estimated Accuracy
 DM1513;SPC FL E     -   197,690.      289,490.      MT  (+/- 180 meters Scaled)
 DM1513
 DM1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ894887(NAD 83)
 DM1513
 DM1513                          SUPERSEDED SURVEY CONTROL
 DM1513
 DM1513.No superseded survey control is available for this station.
 DM1513
 DM1513_MARKER: DD = SURVEY DISK
 DM1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM1513_STAMPING: 2939 L 2007
 DM1513_MARK LOGO: FLDEP
 DM1513_PROJECTION: PROJECTING 10 CENTIMETERS
 DM1513_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1513+STABILITY: SURFACE MOTION
 DM1513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1513+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2007
 DM1513
 DM1513  HISTORY     - Date     Condition        Report By
 DM1513  HISTORY     - 20070115 MONUMENTED       FLDEP
 DM1513
 DM1513                          STATION DESCRIPTION
 DM1513
 DM1513'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DM1513'THE MARK IS IN THE VICINITY OF THE BAHIA MAR CENTER, ON FORT
 DM1513'LAUDERDALE BEACH, IN SECTION 12, TOWNSHIP 50 SOUTH, RANGE 42 EAST.
 DM1513'
 DM1513'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY ALTERNATE A1A
 DM1513'(LAS OLAS BOULEVARD) AND STATE HIGHWAY A1A (SEEBREEZE BOULEVARD) IN
 DM1513'SOUTHEAST FORT LAUDERDALE, GO SOUTH ON STATE HIGHWAY A1A (SEABREEZE
 DM1513'BOULEVARD) FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF STATE HIGHWAY
 DM1513'A1A (SEEBREEZE BOULEVARD) AND SOUTHEAST FIFTH STREET (LEAVITT DRIVE,
 DM1513'HALL OF FAME DRIVE).  CONTINUE SOUTH PAST THE INTERSECTION FOR 0.05 MI
 DM1513'(0.1 KM) TO THE MARK ON THE RIGHT, A FLDEP SURVEY DISK SET IN THE TOP
 DM1513'OF A ROUND CONCRETE MONUMENT PROJECTING 0.4 FT (0.1 M) ABOVE THE LEVEL
 DM1513'OF THE GROUND, IN A GRASS ISLAND BETWEEN THE U.S. COAST GUARD
 DM1513'AUXILLARYS MCVEY STATION (FLOTILLA 3-2) AT 601 SEABREEZE BOULEVARD AND
 DM1513'CAMPER AND NICHOLSONS INTERNATIONAL AT 651 SEABREEZE BOULEVARD AND
 DM1513'ABOUT LEVEL WITH STATE HIGHWAY A1A (SEEBREEZE BOULEVARD).
 DM1513'
 DM1513'LOCATED ABOUT 442.0 FT (134.7 M) SOUTH OF A NATIONAL GEODETIC SURVEY
 DM1513'LOGO CAP 2939 M (9642.4 FT) 2007, 88.3 FT (26.9 M) SOUTHEAST OF THE
 DM1513'SOUTHEAST CORNER OF THE USCG AUXILLARY BUILDING, 30 7 FT (2.1 M) WEST
 DM1513'OF THE CENTERLINE OF STATE HIGHWAY A1A (SEEBREEZE BOULEVARD), 22.6 FT
 DM1513'(6.9 M) SOUTH OF THE ENTRANCE DRIVE OF CAMPER AND NICHOLSONS
 DM1513'INTERNATIONAL AT 651 SEABREEZE BOULEVARD, 6.7 FT (2.0 M) SOUTHEAST OF
 DM1513'AN INFORMATION SIGN (TOW AWAY ZONE) AND 1.4 FT (0.4 M) NORTHWEST OF A
 DM1513'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1512 ***********************************************************************
 DM1512  DESIGNATION -  872 2939 M
 DM1512  PID         -  DM1512
 DM1512  STATE/COUNTY-  FL/BROWARD
 DM1512  COUNTRY     -  US
 DM1512  USGS QUAD   -  PORT EVERGLADES (2018)
 DM1512
 DM1512                         *CURRENT SURVEY CONTROL
 DM1512  ______________________________________________________________________
 DM1512* NAD 83(1986) POSITION- 26 06 59.     (N) 080 06 20.     (W)   SCALED
 DM1512* NAVD 88 ORTHO HEIGHT -     1.598 (meters)        5.24  (feet) ADJUSTED
 DM1512  ______________________________________________________________________
 DM1512  GEOID HEIGHT    -        -25.808 (meters)                     GEOID18
 DM1512  DYNAMIC HEIGHT  -          1.595 (meters)        5.23  (feet) COMP
 DM1512  MODELED GRAVITY -    979,056.6   (mgal)                       NAVD 88
 DM1512
 DM1512  VERT ORDER      -  SECOND    CLASS I
 DM1512
 DM1512.The horizontal coordinates were scaled from a map and have
 DM1512.an estimated accuracy of +/- 6 seconds.
 DM1512
 DM1512.The orthometric height was determined by differential leveling and
 DM1512.adjusted by the NATIONAL GEODETIC SURVEY
 DM1512.in September 2010.
 DM1512
 DM1512.No vertical observational check was made to the station.
 DM1512
 DM1512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1512.GEOID18 height accuracy estimate available here.
 DM1512
 DM1512.Click photographs - Photos may exist for this station.
 DM1512
 DM1512.The dynamic height is computed by dividing the NAVD 88
 DM1512.geopotential number by the normal gravity value computed on the
 DM1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1512.degrees latitude (g = 980.6199 gals.).
 DM1512
 DM1512.The modeled gravity was interpolated from observed gravity values.
 DM1512
 DM1512;                    North         East    Units  Estimated Accuracy
 DM1512;SPC FL E     -   197,820.      289,460.      MT  (+/- 180 meters Scaled)
 DM1512
 DM1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ894888(NAD 83)
 DM1512
 DM1512                          SUPERSEDED SURVEY CONTROL
 DM1512
 DM1512.No superseded survey control is available for this station.
 DM1512
 DM1512_MARKER: F = FLANGE-ENCASED ROD
 DM1512_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1512_STAMPING: 2939 M 2007
 DM1512_MARK LOGO: NGS
 DM1512_PROJECTION: RECESSED 3 CENTIMETERS
 DM1512_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1512_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1512+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2007
 DM1512_ROD/PIPE-DEPTH: 17.1 meters
 DM1512
 DM1512  HISTORY     - Date     Condition        Report By
 DM1512  HISTORY     - 20070116 MONUMENTED       FLDEP
 DM1512
 DM1512                          STATION DESCRIPTION
 DM1512
 DM1512'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DM1512'THE MARK IS IN FORT LAUDERDALE BEACH, IN SECTION 12, TOWNSHIP 50
 DM1512'SOUTH, RANGE 42 EAST.
 DM1512'
 DM1512'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY ALTERNATE A1A
 DM1512'(LAS OLAS BOULEVARD) AND STATE HIGHWAY A1A (SEEBREEZE BOULEVARD) IN
 DM1512'FORT LAUDERDALE BEACH, GO SOUTH ON STATE HIGHWAY A1A (SEABREEZE
 DM1512'BOULEVARD) FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF STATE HIGHWAY
 DM1512'A1A (SEEBREEZE BOULEVARD) AND SOUTHEAST FIFTH STREET (LEAVITT DRIVE,
 DM1512'HALL OF FAME DRIVE) AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD
 DM1512'DRIVEN TO REFUSAL AT A DEPTH OF 56.0 FT (17.1 M) WITH AN NATIONAL
 DM1512'GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH STATE
 DM1512'HIGHWAY A1A, THE DATUM POINT IS RECESSED 0.2 FT (0.1 M) BELOW THE
 DM1512'LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DM1512'
 DM1512'LOCATED ABOUT 442.0 FT (134.7 M) SOUTH OF A FLDEP SURVEY DISK 2939 L
 DM1512'2007, 46.5 FT (14.2 M) EAST OF THE CENTERLINE OF STATE HIGHWAY A1A
 DM1512'(SEABREEZE BOULEVARD), 45.6 FT (13.9 M) SOUTH OF THE CENTERLINE OF
 DM1512'SOUTHEAST FIFTH STREET (LEAVITT DRIVE, HALL OF FAME DRIVE), 11.2 FT
 DM1512'(3.4 M) SOUTHEAST OF THE MAST ARM TRAFFIC SIGNAL SPANNING SOUTHEAST
 DM1512'FIFTH STREET (LEAVITT DRIVE, HALL OF FAME DRIVE), 5.2 FT (1.6 M) WEST
 DM1512'OF A 5.0 FT (1.5 M) HANDICAP SIDEWALK ACCESS AND 1.0 FT (0.3 M) SOUTH
 DM1512'OF A CARSONITE WITNESS POST.
 DM1512'
 DM1512'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DM1512'CAP.
 DM1512'
 DM1512'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM1512'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2458 ***********************************************************************
 AD2458  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2458  DESIGNATION -  872 2939 TIDAL 4
 AD2458  PID         -  AD2458
 AD2458  STATE/COUNTY-  FL/BROWARD
 AD2458  COUNTRY     -  US
 AD2458  USGS QUAD   -  PORT EVERGLADES (2018)
 AD2458
 AD2458                         *CURRENT SURVEY CONTROL
 AD2458  ______________________________________________________________________
 AD2458* NAD 83(1986) POSITION- 26 06 49.     (N) 080 06 25.     (W)   SCALED
 AD2458* NAVD 88 ORTHO HEIGHT -     0.908 (meters)        2.98  (feet) ADJUSTED
 AD2458  ______________________________________________________________________
 AD2458  GEOID HEIGHT    -        -25.802 (meters)                     GEOID18
 AD2458  DYNAMIC HEIGHT  -          0.907 (meters)        2.98  (feet) COMP
 AD2458  MODELED GRAVITY -    979,056.4   (mgal)                       NAVD 88
 AD2458
 AD2458  VERT ORDER      -  SECOND    CLASS 0
 AD2458
 AD2458.The horizontal coordinates were scaled from a map and have
 AD2458.an estimated accuracy of +/- 6 seconds.
 AD2458
 AD2458.The orthometric height was determined by differential leveling and
 AD2458.adjusted by the NATIONAL GEODETIC SURVEY
 AD2458.in June 1991.
 AD2458
 AD2458.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2458.GEOID18 height accuracy estimate available here.
 AD2458
 AD2458.This Tidal Bench Mark is designated as VM 5696
 AD2458.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2458
 AD2458.Click photographs - Photos may exist for this station.
 AD2458
 AD2458.The dynamic height is computed by dividing the NAVD 88
 AD2458.geopotential number by the normal gravity value computed on the
 AD2458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2458.degrees latitude (g = 980.6199 gals.).
 AD2458
 AD2458.The modeled gravity was interpolated from observed gravity values.
 AD2458
 AD2458;                    North         East    Units  Estimated Accuracy
 AD2458;SPC FL E     -   197,510.      289,320.      MT  (+/- 180 meters Scaled)
 AD2458
 AD2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ892885(NAD 83)
 AD2458
 AD2458                          SUPERSEDED SURVEY CONTROL
 AD2458
 AD2458  NGVD 29 (??/??/92)    1.401  (m)            4.60   (f) SUPERSEDED  2 0
 AD2458  NGVD 29 (09/01/92)    1.389  (m)            4.56   (f) ADJUSTED    2 0
 AD2458
 AD2458.Superseded values are not recommended for survey control.
 AD2458
 AD2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2458.See file dsdata.pdf to determine how the superseded data were derived.
 AD2458
 AD2458_MARKER: DB = BENCH MARK DISK
 AD2458_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD2458_SP_SET: SEAWALL
 AD2458_STAMPING: NO 4 1967
 AD2458_MARK LOGO: CGS
 AD2458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2458+STABILITY: SURFACE MOTION
 AD2458
 AD2458  HISTORY     - Date     Condition        Report By
 AD2458  HISTORY     - 1967     MONUMENTED       CGS
 AD2458  HISTORY     - 1970     GOOD             NGS
 AD2458  HISTORY     - 1973     GOOD             NGS
 AD2458  HISTORY     - 1981     GOOD             FLDNR
 AD2458  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD2458  HISTORY     - 19910609 MARK NOT FOUND   USPSQD
 AD2458  HISTORY     - 19940325 MARK NOT FOUND   USPSQD
 AD2458  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 AD2458  HISTORY     - 19950708 MARK NOT FOUND   USPSQD
 AD2458  HISTORY     - 19970611 MARK NOT FOUND   USPSQD
 AD2458  HISTORY     - 19980217 GOOD             USPSQD
 AD2458
 AD2458                          STATION DESCRIPTION
 AD2458
 AD2458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AD2458'2.7 MI NE FROM FORT LAUDERDALE.
 AD2458'ABOUT 2.7 MILES NORTHEAST ALONG STATE HIGHWAY A 1 A FROM THE
 AD2458'JUNCTION OF U.S. HIGHWAY 1 AT FORT LAUDERDALE, AT THE BAHIA MAR
 AD2458'YACHT CLUB, SET ON THE TOP OF AN EAST-WEST SEAWALL, 0.1 MILE WEST
 AD2458'OF THE HIGHWAY A 1 A, 1 FOOT SOUTH OF THE SOUTHWEST CORNER OF DOCK
 AD2458'G, 0.2 FOOT NORTH OF THE NORTH EDGE OF THE PARKING LOT AND ABOUT
 AD2458'LEVEL WITH THE HIGHWAY.
 AD2458
 AD2458                          STATION RECOVERY (1973)
 AD2458
 AD2458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2458'RECOVERED IN GOOD CONDITION.
 AD2458
 AD2458                          STATION RECOVERY (1981)
 AD2458
 AD2458'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2458'RECOVERED IN GOOD CONDITION.
 AD2458
 AD2458                          STATION RECOVERY (1990)
 AD2458
 AD2458'RECOVERY NOTE BY US POWER SQUADRON 1990 (KR)
 AD2458'MARK NOT FOUND.
 AD2458
 AD2458                          STATION RECOVERY (1991)
 AD2458
 AD2458'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2458'MARK NOT FOUND.
 AD2458
 AD2458                          STATION RECOVERY (1994)
 AD2458
 AD2458'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2458'MARK NOT FOUND.
 AD2458
 AD2458                          STATION RECOVERY (1995)
 AD2458
 AD2458'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2458'MARK NOT FOUND.
 AD2458
 AD2458                          STATION RECOVERY (1995)
 AD2458
 AD2458'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2458'MARK NOT FOUND.
 AD2458
 AD2458                          STATION RECOVERY (1997)
 AD2458
 AD2458'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD2458'MARK NOT FOUND.
 AD2458
 AD2458                          STATION RECOVERY (1998)
 AD2458
 AD2458'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2458'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2444 ***********************************************************************
 AD2444  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2444  DESIGNATION -  872 2951 2 RESET
 AD2444  PID         -  AD2444
 AD2444  STATE/COUNTY-  FL/BROWARD
 AD2444  COUNTRY     -  US
 AD2444  USGS QUAD   -  PORT EVERGLADES (2018)
 AD2444
 AD2444                         *CURRENT SURVEY CONTROL
 AD2444  ______________________________________________________________________
 AD2444* NAD 83(1986) POSITION- 26 05 33.66   (N) 080 07 25.78   (W)   HD_HELD1
 AD2444* NAVD 88 ORTHO HEIGHT -     1.140 (meters)        3.74  (feet) ADJUSTED
 AD2444  ______________________________________________________________________
 AD2444  GEOID HEIGHT    -        -25.732 (meters)                     GEOID18
 AD2444  DYNAMIC HEIGHT  -          1.138 (meters)        3.73  (feet) COMP
 AD2444  MODELED GRAVITY -    979,055.2   (mgal)                       NAVD 88
 AD2444
 AD2444  VERT ORDER      -  SECOND    CLASS I
 AD2444
 AD2444.The horizontal coordinates were determined by differentially corrected
 AD2444.hand held GPS observations or other comparable positioning techniques
 AD2444.and have an estimated accuracy of +/- 3 meters.
 AD2444
 AD2444.The orthometric height was determined by differential leveling and
 AD2444.adjusted by the NATIONAL GEODETIC SURVEY
 AD2444.in September 2010.
 AD2444
 AD2444.No vertical observational check was made to the station.
 AD2444
 AD2444.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2444.GEOID18 height accuracy estimate available here.
 AD2444
 AD2444.This Tidal Bench Mark is designated as VM 5700
 AD2444.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2444
 AD2444.Click photographs - Photos may exist for this station.
 AD2444
 AD2444.The dynamic height is computed by dividing the NAVD 88
 AD2444.geopotential number by the normal gravity value computed on the
 AD2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2444.degrees latitude (g = 980.6199 gals.).
 AD2444
 AD2444.The modeled gravity was interpolated from observed gravity values.
 AD2444
 AD2444;                    North         East    Units  Estimated Accuracy
 AD2444;SPC FL E     -   195,177.3     287,648.4     MT  (+/- 3 meters HH1 GPS) 
 AD2444
 AD2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8761886242(NAD 83)
 AD2444
 AD2444                          SUPERSEDED SURVEY CONTROL
 AD2444
 AD2444  NAVD 88 (06/15/91)    1.125  (m)            3.69   (f) SUPERSEDED  2 0
 AD2444  NGVD 29 (??/??/92)    1.613  (m)            5.29   (f) SUPERSEDED  2 0
 AD2444  NGVD 29 (09/01/92)    1.613  (m)            5.29   (f) ADJUSTED    2 0
 AD2444
 AD2444.Superseded values are not recommended for survey control.
 AD2444
 AD2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2444.See file dsdata.pdf to determine how the superseded data were derived.
 AD2444
 AD2444_MARKER: DB = BENCH MARK DISK
 AD2444_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD2444_SP_SET: SEAWALL
 AD2444_STAMPING: TIDAL 2 RESET 1936
 AD2444_MARK LOGO: CGS
 AD2444_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2444+STABILITY: SURFACE MOTION
 AD2444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2444+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 AD2444
 AD2444  HISTORY     - Date     Condition        Report By
 AD2444  HISTORY     - 1936     MONUMENTED       CGS
 AD2444  HISTORY     - 1965     GOOD             CGS
 AD2444  HISTORY     - 1973     GOOD             NGS
 AD2444  HISTORY     - 1981     GOOD             FLDNR
 AD2444  HISTORY     - 1986     GOOD             FLDNR
 AD2444  HISTORY     - 1990     GOOD             USPSQD
 AD2444  HISTORY     - 19910610 GOOD             USPSQD
 AD2444  HISTORY     - 19950703 GOOD             USPSQD
 AD2444  HISTORY     - 19950708 GOOD             USPSQD
 AD2444  HISTORY     - 19980110 POOR             USPSQD
 AD2444  HISTORY     - 20070619 GOOD             FLDEP
 AD2444
 AD2444                          STATION DESCRIPTION
 AD2444
 AD2444'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2444'AT PORT EVERGLADES.
 AD2444'AT PORT EVERGLADES, IN SECTION 23, R 42 E, T 50 S, 160 YARDS
 AD2444'EAST OF THE EAST SIDE OF THE U.S. CUSTOMS HOUSE AT PORT EVERGLADES,
 AD2444'SET ON THE TOP OF A CONCRETE SEA WALL AT THE CORNER OF SLIP
 AD2444'NO. 1, ABOUT 73 FEET SOUTH OF THE EXTENDED CENTER LINE OF SW
 AD2444'24 STREET, 4.4 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF RAISED
 AD2444'PART OF SEAWALL, 42 FEET SOUTHWEST OF TIDAL 3 RESET, ABOUT LEVEL
 AD2444'WITH THE GROUND.  TIDAL STA 1-70.  PORT EVERGLADES, LAKE MABEL.
 AD2444
 AD2444                          STATION RECOVERY (1973)
 AD2444
 AD2444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2444'RECOVERED IN GOOD CONDITION.
 AD2444
 AD2444                          STATION RECOVERY (1981)
 AD2444
 AD2444'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2444'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 260802, LINE
 AD2444'101, PAGE 2, MAR 1972, AND NOS TIDAL DATA, QUAD 260802 IS ADEQUATE
 AD2444'EXCEPT 242 FEET SOUTHWEST OF TIDAL 3 RESET 1936.
 AD2444
 AD2444                          STATION RECOVERY (1986)
 AD2444
 AD2444'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AD2444'RECOVERED IN GOOD CONDITION.
 AD2444
 AD2444                          STATION RECOVERY (1990)
 AD2444
 AD2444'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2444'RECOVERED IN GOOD CONDITION.
 AD2444
 AD2444                          STATION RECOVERY (1991)
 AD2444
 AD2444'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2444'RECOVERED IN GOOD CONDITION.
 AD2444
 AD2444                          STATION RECOVERY (1995)
 AD2444
 AD2444'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2444'RECOVERED IN GOOD CONDITION.
 AD2444
 AD2444                          STATION RECOVERY (1995)
 AD2444
 AD2444'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2444'RECOVERED IN GOOD CONDITION.
 AD2444
 AD2444                          STATION RECOVERY (1998)
 AD2444
 AD2444'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2444'MARK RECOVERED IN POOR CONDITION.
 AD2444
 AD2444                          STATION RECOVERY (2007)
 AD2444
 AD2444'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AD2444'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2445 ***********************************************************************
 AD2445  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2445  DESIGNATION -  872 2951 3 RESET
 AD2445  PID         -  AD2445
 AD2445  STATE/COUNTY-  FL/BROWARD
 AD2445  COUNTRY     -  US
 AD2445  USGS QUAD   -  PORT EVERGLADES (2018)
 AD2445
 AD2445                         *CURRENT SURVEY CONTROL
 AD2445  ______________________________________________________________________
 AD2445* NAD 83(2011) POSITION- 26 05 37.87845(N) 080 07 25.44662(W)   ADJUSTED
 AD2445* NAD 83(2011) ELLIP HT-   -24.062 (meters)        (06/27/12)   ADJUSTED
 AD2445* NAD 83(2011) EPOCH   -  2010.00
 AD2445* NAVD 88 ORTHO HEIGHT -     1.647 (meters)        5.40  (feet) ADJUSTED
 AD2445  ______________________________________________________________________
 AD2445  GEOID HEIGHT    -        -25.733 (meters)                     GEOID18
 AD2445  NAD 83(2011) X  -    983,112.907 (meters)                     COMP
 AD2445  NAD 83(2011) Y  - -5,646,793.372 (meters)                     COMP
 AD2445  NAD 83(2011) Z  -  2,788,393.365 (meters)                     COMP
 AD2445  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 AD2445  DYNAMIC HEIGHT  -          1.644 (meters)        5.39  (feet) COMP
 AD2445  MODELED GRAVITY -    979,055.2   (mgal)                       NAVD 88
 AD2445
 AD2445  VERT ORDER      -  FIRST     CLASS II
 AD2445
 AD2445  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD2445  Standards:
 AD2445         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD2445            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD2445  -------------------------------------------------------------------
 AD2445  NETWORK    0.69   1.47           0.30   0.26   0.75     -0.08951847
 AD2445  -------------------------------------------------------------------
 AD2445  Click here for local accuracies and other accuracy information.
 AD2445
 AD2445.The horizontal coordinates were established by GPS observations
 AD2445.and adjusted by the National Geodetic Survey in June 2012.
 AD2445
 AD2445.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD2445.been affixed to the stable North American tectonic plate. See 
 AD2445.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD2445
 AD2445.The horizontal coordinates are valid at the epoch date displayed above
 AD2445.which is a decimal equivalence of Year/Month/Day.
 AD2445
 AD2445.The orthometric height was determined by differential leveling and
 AD2445.adjusted by the NATIONAL GEODETIC SURVEY
 AD2445.in May 2002.
 AD2445
 AD2445.No vertical observational check was made to the station.
 AD2445
 AD2445.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2445.GEOID18 height accuracy estimate available here.
 AD2445
 AD2445.This Tidal Bench Mark is designated as VM 5701
 AD2445.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2445
 AD2445.Click photographs - Photos may exist for this station.
 AD2445
 AD2445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD2445
 AD2445.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD2445
 AD2445.The ellipsoidal height was determined by GPS observations
 AD2445.and is referenced to NAD 83.
 AD2445
 AD2445.The dynamic height is computed by dividing the NAVD 88
 AD2445.geopotential number by the normal gravity value computed on the
 AD2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2445.degrees latitude (g = 980.6199 gals.).
 AD2445
 AD2445.The modeled gravity was interpolated from observed gravity values.
 AD2445
 AD2445. The following values were computed from the NAD 83(2011) position.
 AD2445
 AD2445;                    North         East     Units Scale Factor Converg.
 AD2445;SPC FL E     -   195,307.165   287,656.756   MT  1.00003601   +0 23 07.6
 AD2445;SPC FL E     -   640,770.26    943,753.87   sFT  1.00003601   +0 23 07.6
 AD2445;UTM  17      - 2,886,372.508   587,626.848   MT  0.99969480   +0 23 07.6
 AD2445
 AD2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD2445!SPC FL E     -   1.00000378  x   1.00003601  =   1.00003979
 AD2445!UTM  17      -   1.00000378  x   0.99969480  =   0.99969858
 AD2445
 AD2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8762686372(NAD 83)
 AD2445
 AD2445|---------------------------------------------------------------------|
 AD2445| PID    Reference Object                     Distance      Geod. Az  |
 AD2445|                                                           dddmmss.s |
 AD2445| AD2443 872 2951 4                            2.714 METERS 08429     |
 AD2445| AD2480 F 239                               201.929 METERS 23036     |
 AD2445|---------------------------------------------------------------------|
 AD2445
 AD2445                          SUPERSEDED SURVEY CONTROL
 AD2445
 AD2445  NAD 83(2007)-  26 05 37.87857(N)    080 07 25.44723(W) AD(2002.00) 0
 AD2445  ELLIP H (02/10/07)  -24.044  (m)                       GP(2002.00)    
 AD2445  NAD 83(1999)-  26 05 37.87860(N)    080 07 25.44721(W) AD(       ) A
 AD2445  ELLIP H (12/09/02)  -24.036  (m)                       GP(       ) 4 1
 AD2445  NAVD 88               1.65   (m)            5.4    (f) LEVELING    3  
 AD2445  NAVD 88 (06/15/91)    1.630  (m)            5.35   (f) SUPERSEDED  2 0
 AD2445  NGVD 29 (??/??/92)    2.116  (m)            6.94   (f) SUPERSEDED  2 0
 AD2445  NGVD 29 (09/01/92)    2.116  (m)            6.94   (f) ADJUSTED    2 0
 AD2445
 AD2445.Superseded values are not recommended for survey control.
 AD2445
 AD2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2445.See file dsdata.pdf to determine how the superseded data were derived.
 AD2445
 AD2445_MARKER: DB = BENCH MARK DISK
 AD2445_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD2445_SP_SET: RETAINING WALL
 AD2445_STAMPING: TIDAL 3 RESET 1936
 AD2445_MARK LOGO: CGS
 AD2445_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2445+STABILITY: SURFACE MOTION
 AD2445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD2445+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2017
 AD2445
 AD2445  HISTORY     - Date     Condition        Report By
 AD2445  HISTORY     - 1936     MONUMENTED       CGS
 AD2445  HISTORY     - 1965     GOOD             CGS
 AD2445  HISTORY     - 1973     GOOD             NGS
 AD2445  HISTORY     - 1981     GOOD             FLDNR
 AD2445  HISTORY     - 1986     GOOD             FLDNR
 AD2445  HISTORY     - 1990     GOOD             USPSQD
 AD2445  HISTORY     - 19910610 GOOD             USPSQD
 AD2445  HISTORY     - 19940319 GOOD             USPSQD
 AD2445  HISTORY     - 19950703 GOOD             USPSQD
 AD2445  HISTORY     - 19950708 GOOD             USPSQD
 AD2445  HISTORY     - 19960215 GOOD             USPSQD
 AD2445  HISTORY     - 19980110 GOOD             USPSQD
 AD2445  HISTORY     - 20011018 GOOD             LDBLS
 AD2445  HISTORY     - 20020302 GOOD             MAPTEC
 AD2445  HISTORY     - 20020314 GOOD             NGS
 AD2445  HISTORY     - 20020521 GOOD             MAPTEC
 AD2445  HISTORY     - 20070619 GOOD             FLDEP
 AD2445  HISTORY     - 20170413 GOOD             WANTGP
 AD2445
 AD2445                          STATION DESCRIPTION
 AD2445
 AD2445'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2445'AT FORT EVERGLADES.
 AD2445'AT PORT EVERGLADES, ABOUT 0.1 MILE NORTHEAST OF THE U.S. CUSTOM
 AD2445'HOUSE AT PORT EVERGLADES, NEAR BUILDING NO. 21, IN SECTION 23,
 AD2445'R 42 E, T 50 S, 277 FEET EAST OF THE CENTER LINE OF SLIPHEAD
 AD2445'ROAD, 127 FEET NORTHEAST OF THE NORTHWEST CORNER OF SLIP NO. 1,
 AD2445'12 FEET NORTHWEST OF THE NORTHWEST CORNER OF WAREHOUSE BUILDING
 AD2445'NO. 21, 9.0 FEET WEST OF TIDAL 4 1934, AND ABOUT LEVEL WITH THE
 AD2445'GROUND.  TIDAL STA 1-70.  PORT EVERGLADES, LAKE MABEL.
 AD2445
 AD2445                          STATION RECOVERY (1973)
 AD2445
 AD2445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (1981)
 AD2445
 AD2445'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2445'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 260802, LINE
 AD2445'101, PAGE 2, MAR 1972, AND NOS TIDAL DATA, QUAD 260802 IS ADEQUATE
 AD2445'EXCEPT THE WAREHOUSE IS GONE, THE MARK BEARS 277 FEET EAST OF THE
 AD2445'CENTERLINE OF EISENHOWER ROAD, 9.5 FEET NORTHEAST OF THE NORTHWEST
 AD2445'CORNER OF A BATHHOUSE, 17 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 AD2445'SHED, AND IS SET IN THE TOP OF A RETAINING WALL ON THE NORTH SIDE OF
 AD2445'BOAT SLIP NO. 8.
 AD2445
 AD2445                          STATION RECOVERY (1986)
 AD2445
 AD2445'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (1990)
 AD2445
 AD2445'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (1991)
 AD2445
 AD2445'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (1994)
 AD2445
 AD2445'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (1995)
 AD2445
 AD2445'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (1995)
 AD2445
 AD2445'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (1996)
 AD2445
 AD2445'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (1998)
 AD2445
 AD2445'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2445'RECOVERED IN GOOD CONDITION.
 AD2445
 AD2445                          STATION RECOVERY (2001)
 AD2445
 AD2445'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD2445'THE MARK IS IN FORT LAUDERDALE IN PORT EVERGLADES IN SECTION 14,
 AD2445'TOWNSHIP 50 SOUTH, RANGE 42 EAST, BROWARD COUNTY, FLORIDA.
 AD2445'
 AD2445'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AD2445'U.S.  HIGHWAY 27 (I-75 EXIT 13, NEAR ANDYTOWN) GO EAST ON INTERSTATE
 AD2445'HIGHWAY 75 8.1 KM (5.04 MI) TO THE JUNCTION WITH INTERSTATE HIGHWAY
 AD2445'595 EAST, EXIT RIGHT ONTO INTERSTATE HIGHWAY 595 EAST, AND GO EAST
 AD2445'ALONG INTERSTATE HIGHWAY 595 16.3 KM (10.13 MI) TO THE JUNCTION WITH
 AD2445'STATE ROAD 84, GO EAST ON STATE ROAD 84 7.5 KM (4.66 MI) TO THE
 AD2445'ENTRANCE INTO PORT EVERGLADES, CONTINUE ON STATE ROAD 84 0.90 KM
 AD2445'(0.56 MI) TO THE JUNCTION WITH EISENHOWER BOULEVARD, GO NORTH ON
 AD2445'EISENHOWER BOULEVARD 0.1 KM (0.07 MI) TO THE JUNCTION WITH A DRIVE
 AD2445'LEADING EAST THROUGH GATE NUMBER 6-B, GO EAST THROUGH GATE NUMBER 6-B
 AD2445'AND THE MARK ON THE RIGHT.
 AD2445'
 AD2445'THE MARK IS 55.69 M (182.7 FT) EAST OF THE CENTERLINE OF THE
 AD2445'NORTHBOUND LANES OF EISENHOWER BOULEVARD, 38.80 M (127.3 FT) NORTHEAST
 AD2445'OF THE NORTHWEST CORNER OF A SHIP DOCKING SLIP, 24.38 M (80.0 FT)
 AD2445'SOUTH OF THE SOUTHEAST CORNER OF A WOOD FRAME SECURITY BUILDING, 3.14
 AD2445'M (10.3 FT) NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 AD2445'RESTROOM BUILDING, 2.71 M (8.9 FT) WEST OF TIDAL BENCH MARK 872 2951
 AD2445'TIDAL 4 (PID AD2443)  0.30 M (1.0 FT) EAST OF A 45 DEGREE BEND IN
 AD2445'RETAINING WALL. THE MARK IS A DISK SET FLUSH IN THE TOP OF A RETAINING
 AD2445'WALL SUPPORTING RAILROAD LOADING DOCK, ABOUT 0.91 M (3.0 FT) ABOVE THE
 AD2445'LEVEL OF THE GROUND, ABOUT 0.76 M (2.5 FT) ABOVE THE LEVEL OF THE
 AD2445'RAILROAD AND ABOUT 0.40 M (1.3 FT) ABOVE THE LEVEL OF EISENHOWER
 AD2445'BOULEVARD.
 AD2445
 AD2445                          STATION RECOVERY (2002)
 AD2445
 AD2445'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AD2445'TO REACH THE STATION FROM THE INTERSECTION OF I-95 AND 84 GO EAST
 AD2445'ALONG HWY 84 FOR 2.0 MILES TO HWY 1.  CONTINUE ACROSS HWY 1 ON
 AD2445'SPANGLER BLVD TO LIGHT.  TURN LEFT ON EISENHOWER BLVD AND GO NORTH .10
 AD2445'MILES CROSS FIRST RAILROAD SPUR AND TURN RIGHT AT GATE 6-B.  MARK IS
 AD2445'82 FEET SOUTH OF GATE SET IN RETAINING WALL.  THE STREET ADDRESS IS
 AD2445'2370 EISENHOWER BLVD.
 AD2445'
 AD2445'THE STATION IS 277 FEET EAST OF THE CENTERLINE OF EISENHOWER BLVD, 9.5
 AD2445'FEET NORTHEAST OF THE NORTHWEST CORNER OF A BATHHOUSE.  85 FEET
 AD2445'SOUTHEAST OF THE SOUTHEAST CORNER OF A GUARD SHACK AT GATE 6-B AND SET
 AD2445'IN THE TOP OF A RETAINING WALL ON THE NORTH SIDE OF BOAT SLIP NO 8.
 AD2445
 AD2445                          STATION RECOVERY (2002)
 AD2445
 AD2445'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RWA)
 AD2445'SEE NEW DESCRIPTION
 AD2445
 AD2445                          STATION RECOVERY (2002)
 AD2445
 AD2445'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD2445'RECOVERED AS DESCRIBED.
 AD2445
 AD2445                          STATION RECOVERY (2007)
 AD2445
 AD2445'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AD2445'RECOVERED AS DESCRIBED.
 AD2445
 AD2445                          STATION RECOVERY (2017)
 AD2445
 AD2445'RECOVERY NOTE BY WANTMAN GROUP INC 2017 (JKA)
 AD2445'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD2443 ***********************************************************************
 AD2443  TIDAL BM    -  This is a Tidal Bench Mark.
 AD2443  DESIGNATION -  872 2951 4
 AD2443  PID         -  AD2443
 AD2443  STATE/COUNTY-  FL/BROWARD
 AD2443  COUNTRY     -  US
 AD2443  USGS QUAD   -  PORT EVERGLADES (2018)
 AD2443
 AD2443                         *CURRENT SURVEY CONTROL
 AD2443  ______________________________________________________________________
 AD2443* NAD 83(2011) POSITION- 26 05 37.88692(N) 080 07 25.34941(W)   ADJUSTED
 AD2443* NAD 83(2011) ELLIP HT-   -24.519 (meters)        (06/27/12)   ADJUSTED
 AD2443* NAD 83(2011) EPOCH   -  2010.00
 AD2443* NAVD 88 ORTHO HEIGHT -     1.211 (meters)        3.97  (feet) ADJUSTED
 AD2443  ______________________________________________________________________
 AD2443  GEOID HEIGHT    -        -25.733 (meters)                     GEOID18
 AD2443  NAD 83(2011) X  -    983,115.478 (meters)                     COMP
 AD2443  NAD 83(2011) Y  - -5,646,792.392 (meters)                     COMP
 AD2443  NAD 83(2011) Z  -  2,788,393.398 (meters)                     COMP
 AD2443  LAPLACE CORR    -         -3.56  (seconds)                    DEFLEC18
 AD2443  DYNAMIC HEIGHT  -          1.209 (meters)        3.97  (feet) COMP
 AD2443  MODELED GRAVITY -    979,055.2   (mgal)                       NAVD 88
 AD2443
 AD2443  VERT ORDER      -  SECOND    CLASS I
 AD2443
 AD2443  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD2443  Standards:
 AD2443         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD2443            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD2443  -------------------------------------------------------------------
 AD2443  NETWORK    1.58   2.88           0.72   0.54   1.47      0.11469412
 AD2443  -------------------------------------------------------------------
 AD2443  Click here for local accuracies and other accuracy information.
 AD2443
 AD2443.The horizontal coordinates were established by GPS observations
 AD2443.and adjusted by the National Geodetic Survey in June 2012.
 AD2443
 AD2443.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD2443.been affixed to the stable North American tectonic plate. See 
 AD2443.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD2443
 AD2443.The horizontal coordinates are valid at the epoch date displayed above
 AD2443.which is a decimal equivalence of Year/Month/Day.
 AD2443
 AD2443.The orthometric height was determined by differential leveling and
 AD2443.adjusted by the NATIONAL GEODETIC SURVEY
 AD2443.in September 2010.
 AD2443
 AD2443.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD2443.GEOID18 height accuracy estimate available here.
 AD2443
 AD2443.This Tidal Bench Mark is designated as VM 5699
 AD2443.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD2443
 AD2443.Click photographs - Photos may exist for this station.
 AD2443
 AD2443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD2443
 AD2443.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD2443
 AD2443.The ellipsoidal height was determined by GPS observations
 AD2443.and is referenced to NAD 83.
 AD2443
 AD2443.The dynamic height is computed by dividing the NAVD 88
 AD2443.geopotential number by the normal gravity value computed on the
 AD2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD2443.degrees latitude (g = 980.6199 gals.).
 AD2443
 AD2443.The modeled gravity was interpolated from observed gravity values.
 AD2443
 AD2443. The following values were computed from the NAD 83(2011) position.
 AD2443
 AD2443;                    North         East     Units Scale Factor Converg.
 AD2443;SPC FL E     -   195,307.444   287,659.456   MT  1.00003602   +0 23 07.6
 AD2443;SPC FL E     -   640,771.17    943,762.73   sFT  1.00003602   +0 23 07.6
 AD2443;UTM  17      - 2,886,372.787   587,629.547   MT  0.99969481   +0 23 07.6
 AD2443
 AD2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD2443!SPC FL E     -   1.00000385  x   1.00003602  =   1.00003987
 AD2443!UTM  17      -   1.00000385  x   0.99969481  =   0.99969866
 AD2443
 AD2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8762986372(NAD 83)
 AD2443
 AD2443|---------------------------------------------------------------------|
 AD2443| PID    Reference Object                     Distance      Geod. Az  |
 AD2443|                                                           dddmmss.s |
 AD2443| AD2445 872 2951 3 RESET                      2.714 METERS 26429     |
 AD2443|---------------------------------------------------------------------|
 AD2443
 AD2443                          SUPERSEDED SURVEY CONTROL
 AD2443
 AD2443  NAD 83(2007)-  26 05 37.88699(N)    080 07 25.34999(W) AD(2002.00) 0
 AD2443  ELLIP H (02/10/07)  -24.499  (m)                       GP(2002.00)    
 AD2443  NAD 83(1999)-  26 05 37.88702(N)    080 07 25.34997(W) AD(       ) 1
 AD2443  ELLIP H (12/12/02)  -24.492  (m)                       GP(       ) 4 1
 AD2443  NAVD 88               1.21   (m)            4.0    (f) LEVELING    3  
 AD2443  NAVD 88 (05/02/02)    1.207  (m)            3.96   (f) SUPERSEDED  1 2
 AD2443  NAVD 88 (06/15/91)    1.194  (m)            3.92   (f) SUPERSEDED  2 0
 AD2443  NGVD 29 (??/??/92)    1.685  (m)            5.53   (f) SUPERSEDED  2 0
 AD2443  NGVD 29 (09/01/92)    1.685  (m)            5.53   (f) ADJUSTED    2 0
 AD2443
 AD2443.Superseded values are not recommended for survey control.
 AD2443
 AD2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD2443.See file dsdata.pdf to determine how the superseded data were derived.
 AD2443
 AD2443_MARKER: DB = BENCH MARK DISK
 AD2443_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD2443+WITH SETTING: PAVEMENT
 AD2443_SP_SET: LOADING DOCK
 AD2443_STAMPING: NO-4 1934
 AD2443_MARK LOGO: CGS
 AD2443_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD2443+STABILITY: SURFACE MOTION
 AD2443_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD2443+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 AD2443
 AD2443  HISTORY     - Date     Condition        Report By
 AD2443  HISTORY     - 1934     MONUMENTED       CGS
 AD2443  HISTORY     - 1965     GOOD             CGS
 AD2443  HISTORY     - 1973     GOOD             NGS
 AD2443  HISTORY     - 1981     GOOD             FLDNR
 AD2443  HISTORY     - 1990     GOOD             USPSQD
 AD2443  HISTORY     - 19910610 GOOD             USPSQD
 AD2443  HISTORY     - 19940319 GOOD             USPSQD
 AD2443  HISTORY     - 19950703 GOOD             USPSQD
 AD2443  HISTORY     - 19950708 GOOD             USPSQD
 AD2443  HISTORY     - 19960215 GOOD             USPSQD
 AD2443  HISTORY     - 19980110 GOOD             USPSQD
 AD2443  HISTORY     - 20011018 GOOD             LDBLS
 AD2443  HISTORY     - 20020512 GOOD             MAPTEC
 AD2443  HISTORY     - 20070619 GOOD             FLDEP
 AD2443
 AD2443                          STATION DESCRIPTION
 AD2443
 AD2443'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD2443'AT PORT EVERGLADES.
 AD2443'AT PORT EVERGLADES, ABOUT 0.1 MILE NORTHEAST OF THE U.S. CUSTOMS
 AD2443'HOUSE, IN SECTION 23, R 42 E, T 50 S, SET VERTICALLY IN THE
 AD2443'NORTH CONCRETE FACE OF RETAINING WALL WHICH SUPPORTS A RAILROAD
 AD2443'PLATFORM ALONG THE NORTH SIDE OF WAREHOUSE NO. 21, 286 FEET
 AD2443'EAST OF THE CENTER LINE OF SLIPHEAD ROAD, 9.2 FEET NORTH OF THE
 AD2443'NORTHWEST CORNER OF WAREHOUSE NO. 21, 1.4 FEET BELOW THE TOP OF
 AD2443'A RETAINING WALL, 9 FEET EAST OF TIDAL 3 RESET 1936, AND 2 FEET
 AD2443'ABOVE THE LEVEL OF THE GROUND.  FLORIDA - 1 - 70, PORT EVERGLADES,
 AD2443'LAKE MABEL.
 AD2443
 AD2443                          STATION RECOVERY (1973)
 AD2443
 AD2443'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AD2443'RECOVERED IN GOOD CONDITION.
 AD2443
 AD2443                          STATION RECOVERY (1981)
 AD2443
 AD2443'RECOVERY NOTE BY FL DEPT OF NAT RES 1981
 AD2443'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IN QUAD 260802, LINE
 AD2443'101, PAGE 2, MAR 1972, AND NOS TIDAL DATA, QUAD 260802 IS ADEQUATE
 AD2443'EXCEPT THE WAREHOUSE IS GONE.  THE MARK IS SET IN THE RETAINING WALL
 AD2443'ON THE NORTH SIDE OF BOAT SLIP NO. 8, 286 FEET EAST OF THE CENTERLINE
 AD2443'OF EISENHOWER ROAD, 9.9 FEET EAST OF THE WEST END OF THE RETAINING
 AD2443'WALL,9 FEET NORTH OF A SHED, 1.3 FEET BELOW THE TOP OF THE RETAINING
 AD2443'WALL.
 AD2443'THE MARK IS 1.7 FT ABOVE GROUND.
 AD2443
 AD2443                          STATION RECOVERY (1990)
 AD2443
 AD2443'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD2443'RECOVERED IN GOOD CONDITION.
 AD2443
 AD2443                          STATION RECOVERY (1991)
 AD2443
 AD2443'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD2443'RECOVERED IN GOOD CONDITION.
 AD2443
 AD2443                          STATION RECOVERY (1994)
 AD2443
 AD2443'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD2443'RECOVERED IN GOOD CONDITION.
 AD2443
 AD2443                          STATION RECOVERY (1995)
 AD2443
 AD2443'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2443'RECOVERED IN GOOD CONDITION.
 AD2443
 AD2443                          STATION RECOVERY (1995)
 AD2443
 AD2443'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD2443'RECOVERED IN GOOD CONDITION.
 AD2443
 AD2443                          STATION RECOVERY (1996)
 AD2443
 AD2443'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD2443'RECOVERED IN GOOD CONDITION.
 AD2443
 AD2443                          STATION RECOVERY (1998)
 AD2443
 AD2443'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD2443'RECOVERED IN GOOD CONDITION.
 AD2443
 AD2443                          STATION RECOVERY (2001)
 AD2443
 AD2443'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD2443'THE MARK IS IN FORT LAUDERDALE IN PORT EVERGLADES IN SECTION 14,
 AD2443'TOWNSHIP 50 SOUTH, RANGE 42 EAST, BROWARD COUNTY, FLORIDA.
 AD2443'
 AD2443'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 75 AND
 AD2443'U.S.  HIGHWAY 27 (I-75 EXIT 13, NEAR ANDYTOWN) GO EAST ON INTERSTATE
 AD2443'HIGHWAY 75 8.1 KM (5.04 MI) TO THE JUNCTION WITH INTERSTATE HIGHWAY
 AD2443'595 EAST, EXIT RIGHT ONTO INTERSTATE HIGHWAY 595 EAST, AND GO EAST
 AD2443'ALONG INTERSTATE HIGHWAY 595 16.3 KM (10.13 MI) TO THE JUNCTION WITH
 AD2443'STATE ROAD 84, GO EAST ON STATE ROAD 84 7.5 KM (4.66 MI) TO THE
 AD2443'ENTRANCE INTO PORT EVERGLADES, CONTINUE ON STATE ROAD 84 0.90 KM
 AD2443'(0.56 MI) TO THE JUNCTION WITH EISENHOWER BOULEVARD, GO NORTH ON
 AD2443'EISENHOWER BOULEVARD 0.1 KM (0.07 MI) TO THE JUNCTION WITH A DRIVE
 AD2443'LEADING EAST THROUGH GATE NUMBER 6-B, GO EAST THROUGH GATE NUMBER 6-B
 AD2443'AND THE MARK ON THE RIGHT.
 AD2443'
 AD2443'THE MARK IS 58.40 M (191.6 FT) EAST OF THE CENTERLINE OF THE
 AD2443'NORTHBOUND LANES OF EISENHOWER BOULEVARD, 36.85 M (120.9 FT) NORTH OF
 AD2443'THE NORTH OF THE NORTH EDGE OF A SHIP DOCKING SLIP, 25.09 M (82.3 FT)
 AD2443'SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD FRAME SECURITY BUILDING,
 AD2443'3.02 M (9.9 FT) EAST OF A 45 DEGREE BEND IN RETAINING WALL. 2.99 M
 AD2443'(9.8 FT) NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK
 AD2443'RESTROOM BUILDING, 2.71 M (8.9 FT) EAST OF TIDAL BENCH MARK 872 2951
 AD2443'TIDAL 3 1936 (PID AD2445)  THE MARK IS A DISK SET VERTICALLY AND FLUSH
 AD2443'IN THE FACE OF A RETAINING WALL SUPPORTING RAILROAD LOADING DOCK,
 AD2443'ABOUT 0.52 M (1.7 FT) ABOVE THE LEVEL OF THE GROUND, ABOUT 0.36 M
 AD2443'(1.2 FT) ABOVE THE LEVEL OF THE RAILROAD AND ABOUT THE SAME LEVEL AS
 AD2443'EISENHOWER BOULEVARD.
 AD2443
 AD2443                          STATION RECOVERY (2002)
 AD2443
 AD2443'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD2443'RECOVERED IN GOOD CONDITION.
 AD2443
 AD2443                          STATION RECOVERY (2007)
 AD2443
 AD2443'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AD2443'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5873 ***********************************************************************
 AD5873  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5873  DESIGNATION -  872 2956 3
 AD5873  PID         -  AD5873
 AD5873  STATE/COUNTY-  FL/BROWARD
 AD5873  COUNTRY     -  US
 AD5873  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5873
 AD5873                         *CURRENT SURVEY CONTROL
 AD5873  ______________________________________________________________________
 AD5873* NAD 83(1986) POSITION- 26 04 55.68   (N) 080 06 58.67   (W)   HD_HELD1
 AD5873* NAVD 88 ORTHO HEIGHT -     1.866 (meters)        6.12  (feet) ADJUSTED
 AD5873  ______________________________________________________________________
 AD5873  GEOID HEIGHT    -        -25.755 (meters)                     GEOID18
 AD5873  DYNAMIC HEIGHT  -          1.863 (meters)        6.11  (feet) COMP
 AD5873  MODELED GRAVITY -    979,054.0   (mgal)                       NAVD 88
 AD5873
 AD5873  VERT ORDER      -  SECOND    CLASS I
 AD5873
 AD5873.The horizontal coordinates were determined by differentially corrected
 AD5873.hand held GPS observations or other comparable positioning techniques
 AD5873.and have an estimated accuracy of +/- 3 meters.
 AD5873
 AD5873.The orthometric height was determined by differential leveling and
 AD5873.adjusted by the NATIONAL GEODETIC SURVEY
 AD5873.in September 2010.
 AD5873
 AD5873.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5873.GEOID18 height accuracy estimate available here.
 AD5873
 AD5873.This Tidal Bench Mark is designated as VM 5705
 AD5873.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5873
 AD5873.Click photographs - Photos may exist for this station.
 AD5873
 AD5873.The dynamic height is computed by dividing the NAVD 88
 AD5873.geopotential number by the normal gravity value computed on the
 AD5873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5873.degrees latitude (g = 980.6199 gals.).
 AD5873
 AD5873.The modeled gravity was interpolated from observed gravity values.
 AD5873
 AD5873;                    North         East    Units  Estimated Accuracy
 AD5873;SPC FL E     -   194,013.5     288,409.7     MT  (+/- 3 meters HH1 GPS) 
 AD5873
 AD5873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8837985079(NAD 83)
 AD5873
 AD5873                          SUPERSEDED SURVEY CONTROL
 AD5873
 AD5873  NAVD 88 (06/15/91)    1.864  (m)            6.12   (f) SUPERSEDED  2 1
 AD5873  NGVD 29 (09/01/92)    2.350  (m)            7.71   (f) ADJUSTED    2 1
 AD5873
 AD5873.Superseded values are not recommended for survey control.
 AD5873
 AD5873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5873.See file dsdata.pdf to determine how the superseded data were derived.
 AD5873
 AD5873_MARKER: DJ = TIDAL STATION DISK
 AD5873_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5873_SP_SET: SEAWALL
 AD5873_STAMPING: NO 3 1973
 AD5873_MARK LOGO: NOS
 AD5873_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5873+STABILITY: SURFACE MOTION
 AD5873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5873+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2017
 AD5873
 AD5873  HISTORY     - Date     Condition        Report By
 AD5873  HISTORY     - 1973     MONUMENTED       NOS
 AD5873  HISTORY     - 1981     GOOD             FLDNR
 AD5873  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5873  HISTORY     - 19910610 MARK NOT FOUND   USPSQD
 AD5873  HISTORY     - 19940321 MARK NOT FOUND   USPSQD
 AD5873  HISTORY     - 19950211 GOOD             USPSQD
 AD5873  HISTORY     - 19950703 GOOD             USPSQD
 AD5873  HISTORY     - 19980110 GOOD             USPSQD
 AD5873  HISTORY     - 20070619 GOOD             FLDEP
 AD5873  HISTORY     - 20170201 GOOD             USACE
 AD5873
 AD5873                          STATION DESCRIPTION
 AD5873
 AD5873'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5873'IN PORT EVERGLADES.
 AD5873'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.E. 24TH STREET IN
 AD5873'FORT LAUDERDALE, GO 0.75 MILE EAST ON S.E. 24TH STREET TO ITS END AT
 AD5873'EISENHOWER BOULEVARD, GO 0.5 MILE SOUTH ON EISENHOWER BOULEVARD TO A
 AD5873'90 DEGREE LEFT TURN ONTO S.E. 32ND STREET, GO 0.2 MILE EAST ON S.E.
 AD5873'32ND STREET TO THE JUNCTION OF S.E. 19TH AVENUE, GO 0.2 MILE SOUTH ON
 AD5873'S.E. 19TH AVENUE TO ITS END AT ELLER DRIVE, GO EAST ON ELLER DRIVE FOR
 AD5873'0.1 MILE TO TRACOR MARINE AND THE MARK.  THE MARK IS SET FLUSH IN THE
 AD5873'NORTH/SOUTH SEAWALL AT THE SOUTHWEST CORNER OF THE NORTHERNMOST
 AD5873'EAST/WEST FINGER PIER AT TRACOR MARINE SHIPYARD, 14 FEET SOUTH OF THE
 AD5873'APPROXIMATE CENTERLINE OF THE PIER, AND RECOVERED IN NOS TIDAL DATA,
 AD5873'QUAD 260802.
 AD5873
 AD5873                          STATION RECOVERY (1990)
 AD5873
 AD5873'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5873'MARK NOT FOUND.
 AD5873
 AD5873                          STATION RECOVERY (1991)
 AD5873
 AD5873'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5873'MARK NOT FOUND.
 AD5873
 AD5873                          STATION RECOVERY (1994)
 AD5873
 AD5873'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5873'MARK NOT FOUND.
 AD5873
 AD5873                          STATION RECOVERY (1995)
 AD5873
 AD5873'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5873'RECOVERED IN GOOD CONDITION.
 AD5873
 AD5873                          STATION RECOVERY (1995)
 AD5873
 AD5873'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5873'RECOVERED IN GOOD CONDITION.
 AD5873
 AD5873                          STATION RECOVERY (1998)
 AD5873
 AD5873'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5873'RECOVERED IN GOOD CONDITION.
 AD5873
 AD5873                          STATION RECOVERY (2007)
 AD5873
 AD5873'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AD5873'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 AD5873'
 AD5873'TRACOR MARINE IS NO LONGER IN BUSINESS. MCALLISTER TOWING NOW OCCUPIES
 AD5873'THE MARINE SHIPYARD AT 2110 ELLER DRIVE.
 AD5873
 AD5873                          STATION RECOVERY (2017)
 AD5873
 AD5873'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2017 (JLN)
 AD5873'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5872 ***********************************************************************
 AD5872  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5872  DESIGNATION -  872 2956 4
 AD5872  PID         -  AD5872
 AD5872  STATE/COUNTY-  FL/BROWARD
 AD5872  COUNTRY     -  US
 AD5872  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5872
 AD5872                         *CURRENT SURVEY CONTROL
 AD5872  ______________________________________________________________________
 AD5872* NAD 83(1986) POSITION- 26 04 54.63   (N) 080 06 58.65   (W)   HD_HELD1
 AD5872* NAVD 88 ORTHO HEIGHT -     1.868 (meters)        6.13  (feet) ADJUSTED
 AD5872  ______________________________________________________________________
 AD5872  GEOID HEIGHT    -        -25.755 (meters)                     GEOID18
 AD5872  DYNAMIC HEIGHT  -          1.865 (meters)        6.12  (feet) COMP
 AD5872  MODELED GRAVITY -    979,054.0   (mgal)                       NAVD 88
 AD5872
 AD5872  VERT ORDER      -  SECOND    CLASS I
 AD5872
 AD5872.The horizontal coordinates were determined by differentially corrected
 AD5872.hand held GPS observations or other comparable positioning techniques
 AD5872.and have an estimated accuracy of +/- 3 meters.
 AD5872
 AD5872.The orthometric height was determined by differential leveling and
 AD5872.adjusted by the NATIONAL GEODETIC SURVEY
 AD5872.in June 1991.
 AD5872
 AD5872.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5872.GEOID18 height accuracy estimate available here.
 AD5872
 AD5872.This Tidal Bench Mark is designated as VM 5706
 AD5872.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5872
 AD5872.Click photographs - Photos may exist for this station.
 AD5872
 AD5872.The dynamic height is computed by dividing the NAVD 88
 AD5872.geopotential number by the normal gravity value computed on the
 AD5872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5872.degrees latitude (g = 980.6199 gals.).
 AD5872
 AD5872.The modeled gravity was interpolated from observed gravity values.
 AD5872
 AD5872;                    North         East    Units  Estimated Accuracy
 AD5872;SPC FL E     -   193,981.2     288,410.4     MT  (+/- 3 meters HH1 GPS) 
 AD5872
 AD5872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8838085047(NAD 83)
 AD5872
 AD5872                          SUPERSEDED SURVEY CONTROL
 AD5872
 AD5872  NGVD 29 (09/01/92)    2.353  (m)            7.72   (f) ADJUSTED    2 1
 AD5872
 AD5872.Superseded values are not recommended for survey control.
 AD5872
 AD5872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5872.See file dsdata.pdf to determine how the superseded data were derived.
 AD5872
 AD5872_MARKER: DJ = TIDAL STATION DISK
 AD5872_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5872_SP_SET: SEAWALL
 AD5872_STAMPING: 1973
 AD5872_MARK LOGO: NOS
 AD5872_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5872+STABILITY: SURFACE MOTION
 AD5872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5872+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2018
 AD5872
 AD5872  HISTORY     - Date     Condition        Report By
 AD5872  HISTORY     - 1973     MONUMENTED       NOS
 AD5872  HISTORY     - 1981     GOOD             FLDNR
 AD5872  HISTORY     - 1990     GOOD             USPSQD
 AD5872  HISTORY     - 19910610 GOOD             USPSQD
 AD5872  HISTORY     - 19940321 GOOD             USPSQD
 AD5872  HISTORY     - 19950218 GOOD             USPSQD
 AD5872  HISTORY     - 19950710 GOOD             USPSQD
 AD5872  HISTORY     - 19980110 GOOD             USPSQD
 AD5872  HISTORY     - 20070619 GOOD             FLDEP
 AD5872  HISTORY     - 20170201 GOOD             USACE
 AD5872  HISTORY     - 20180412 GOOD             WANTGP
 AD5872
 AD5872                          STATION DESCRIPTION
 AD5872
 AD5872'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5872'IN PORT EVERGLADES.
 AD5872'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.E. 24TH STREET IN
 AD5872'FORT LAUDERDALE, GO 0.75 MILE EAST ON S.E. 24TH STREET TO ITS END AT
 AD5872'EISENHOWER BOULEVARD, GO 0.5 MILE SOUTH ON EISENHOWER BOULEVARD TO A
 AD5872'90 DEGREE LEFT TURN ONTO S.E. 32ND STREET, GO 0.2 MILE EAST ON S.E.
 AD5872'32ND STREET TO THE JUNCTION OF S.E. 19TH AVENUE, GO 0.2 MILE SOUTH ON
 AD5872'S.E. 19TH AVENUE TO ITS END AT ELLER DRIVE, GO EAST ON ELLER DRIVE FOR
 AD5872'0.1 MILE TO TRACOR MARINE AND THE MARK.  THE MARK IS SET FLUSH IN THE
 AD5872'NORTH/SOUTH SEAWALL TO TRACOR MARINE SHIPYARD, 108.4 FEET SOUTH OF THE
 AD5872'SOUTHWEST CORNER OF THE NORTHERNMOST EAST/WEST FINGER PIER, 55
 AD5872'FEET NORTH OF THE CENTERLINE OF THE SOUTHERNMOST EAST/WEST FINGER
 AD5872'PIER, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5872
 AD5872                          STATION RECOVERY (1990)
 AD5872
 AD5872'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5872'RECOVERED IN GOOD CONDITION.
 AD5872
 AD5872                          STATION RECOVERY (1991)
 AD5872
 AD5872'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5872'RECOVERED IN GOOD CONDITION.
 AD5872
 AD5872                          STATION RECOVERY (1994)
 AD5872
 AD5872'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5872'RECOVERED IN GOOD CONDITION.
 AD5872
 AD5872                          STATION RECOVERY (1995)
 AD5872
 AD5872'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5872'RECOVERED IN GOOD CONDITION.
 AD5872
 AD5872                          STATION RECOVERY (1995)
 AD5872
 AD5872'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5872'RECOVERED IN GOOD CONDITION.
 AD5872
 AD5872                          STATION RECOVERY (1998)
 AD5872
 AD5872'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5872'RECOVERED IN GOOD CONDITION.
 AD5872
 AD5872                          STATION RECOVERY (2007)
 AD5872
 AD5872'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AD5872'RECOVERED IN GOOD CONDITION.
 AD5872'
 AD5872'NOTE-THOUGH STAMPING IS IN POOR CONDITION (NO 4 IS NOT LEDGEABLE) WITH
 AD5872'THE  FOLLOWING EXCEPTION.
 AD5872'
 AD5872'TRACOR MARINE IS NO LONGER IN BUSINESS.  MCALLISTER TOWING NOW
 AD5872'OCCUPIES THE MARINE  SHIPYARD AT 2110 ELLER DRIVE.
 AD5872
 AD5872                          STATION RECOVERY (2017)
 AD5872
 AD5872'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2017 (JLN)
 AD5872'RECOVERED IN GOOD CONDITION.
 AD5872
 AD5872                          STATION RECOVERY (2018)
 AD5872
 AD5872'RECOVERY NOTE BY WANTMAN GROUP INC 2018 (CG)
 AD5872'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5876 ***********************************************************************
 AD5876  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5876  DESIGNATION -  872 2956 5
 AD5876  PID         -  AD5876
 AD5876  STATE/COUNTY-  FL/BROWARD
 AD5876  COUNTRY     -  US
 AD5876  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5876
 AD5876                         *CURRENT SURVEY CONTROL
 AD5876  ______________________________________________________________________
 AD5876* NAD 83(1986) POSITION- 26 04 53.00   (N) 080 06 58.60   (W)   HD_HELD1
 AD5876* NAVD 88 ORTHO HEIGHT -     1.847 (meters)        6.06  (feet) ADJUSTED
 AD5876  ______________________________________________________________________
 AD5876  GEOID HEIGHT    -        -25.755 (meters)                     GEOID18
 AD5876  DYNAMIC HEIGHT  -          1.844 (meters)        6.05  (feet) COMP
 AD5876  MODELED GRAVITY -    979,054.0   (mgal)                       NAVD 88
 AD5876
 AD5876  VERT ORDER      -  SECOND    CLASS I
 AD5876
 AD5876.The horizontal coordinates were determined by differentially corrected
 AD5876.hand held GPS observations or other comparable positioning techniques
 AD5876.and have an estimated accuracy of +/- 3 meters.
 AD5876
 AD5876.The orthometric height was determined by differential leveling and
 AD5876.adjusted by the NATIONAL GEODETIC SURVEY
 AD5876.in June 1991.
 AD5876
 AD5876.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5876.GEOID18 height accuracy estimate available here.
 AD5876
 AD5876.This Tidal Bench Mark is designated as VM 5707
 AD5876.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5876
 AD5876.Click photographs - Photos may exist for this station.
 AD5876
 AD5876.The dynamic height is computed by dividing the NAVD 88
 AD5876.geopotential number by the normal gravity value computed on the
 AD5876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5876.degrees latitude (g = 980.6199 gals.).
 AD5876
 AD5876.The modeled gravity was interpolated from observed gravity values.
 AD5876
 AD5876;                    North         East    Units  Estimated Accuracy
 AD5876;SPC FL E     -   193,931.1     288,412.2     MT  (+/- 3 meters HH1 GPS) 
 AD5876
 AD5876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8838184996(NAD 83)
 AD5876
 AD5876                          SUPERSEDED SURVEY CONTROL
 AD5876
 AD5876  NGVD 29 (09/01/92)    2.332  (m)            7.65   (f) ADJUSTED    2 1
 AD5876
 AD5876.Superseded values are not recommended for survey control.
 AD5876
 AD5876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5876.See file dsdata.pdf to determine how the superseded data were derived.
 AD5876
 AD5876_MARKER: DJ = TIDAL STATION DISK
 AD5876_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5876_SP_SET: SEAWALL
 AD5876_STAMPING: NO 5 1973
 AD5876_MARK LOGO: NOS
 AD5876_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5876+STABILITY: SURFACE MOTION
 AD5876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5876+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2017
 AD5876
 AD5876  HISTORY     - Date     Condition        Report By
 AD5876  HISTORY     - 1973     MONUMENTED       NOS
 AD5876  HISTORY     - 1981     GOOD             FLDNR
 AD5876  HISTORY     - 1990     GOOD             USPSQD
 AD5876  HISTORY     - 19910610 GOOD             USPSQD
 AD5876  HISTORY     - 19940324 GOOD             USPSQD
 AD5876  HISTORY     - 19950211 GOOD             USPSQD
 AD5876  HISTORY     - 19950710 GOOD             USPSQD
 AD5876  HISTORY     - 19980110 GOOD             USPSQD
 AD5876  HISTORY     - 20070619 GOOD             FLDEP
 AD5876  HISTORY     - 20170201 GOOD             USACE
 AD5876  HISTORY     - 20180412 GOOD             WANTGP
 AD5876
 AD5876                          STATION DESCRIPTION
 AD5876
 AD5876'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5876'IN PORT EVERGLADES.
 AD5876'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.E. 24TH STREET IN
 AD5876'FORT LAUDERDALE, GO 0.75 MILE EAST ON S.E. 24TH STREET TO ITS END AT
 AD5876'EISENHOWER BOULEVARD, GO 0.5 MILE SOUTH ON EISENHOWER BOULEVARD TO A
 AD5876'90 DEGREE LEFT TURN ONTO S.E. 32ND STREET, GO 0.2 MILE EAST ON S.E.
 AD5876'32ND STREET TO THE JUNCTION OF S.E. 19TH AVENUE, GO 0.2 MILE SOUTH ON
 AD5876'S.E. 19TH AVENUE TO ITS END AT ELLER DRIVE, GO EAST ON ELLER DRIVE FOR
 AD5876'0.1 MILE TO TRACOR MARINE AND THE MARK.  THE MARK IS SET IN THE
 AD5876'NORTH/SOUTH SEAWALL TO TRACOR MARINE SHIPYARD, 158 FEET NORTH OF THE
 AD5876'SOUTHERN EAST/WEST SEAWALL, 111.8 FEET SOUTH OF THE CENTERLINE OF THE
 AD5876'SOUTHERNMOST EAST/WEST FINGER PIER, AND RECOVERED AS DESCRIBED IN NOS
 AD5876'TIDAL DATA, QUAD 260802.
 AD5876
 AD5876                          STATION RECOVERY (1990)
 AD5876
 AD5876'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5876'RECOVERED IN GOOD CONDITION.
 AD5876
 AD5876                          STATION RECOVERY (1991)
 AD5876
 AD5876'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5876'RECOVERED IN GOOD CONDITION.
 AD5876
 AD5876                          STATION RECOVERY (1994)
 AD5876
 AD5876'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5876'RECOVERED IN GOOD CONDITION.
 AD5876
 AD5876                          STATION RECOVERY (1995)
 AD5876
 AD5876'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5876'RECOVERED IN GOOD CONDITION.
 AD5876
 AD5876                          STATION RECOVERY (1995)
 AD5876
 AD5876'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5876'RECOVERED IN GOOD CONDITION.
 AD5876
 AD5876                          STATION RECOVERY (1998)
 AD5876
 AD5876'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5876'RECOVERED IN GOOD CONDITION.
 AD5876
 AD5876                          STATION RECOVERY (2007)
 AD5876
 AD5876'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AD5876'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING EXCEPTION.
 AD5876'
 AD5876'TRACOR MARINE IS NO LONGER IN BUSINESS.  MCALLISTER TOWING NOW
 AD5876'OCCUPIES THE MARINE SHIPYARD AT 2110 ELLER DRIVE.
 AD5876
 AD5876                          STATION RECOVERY (2017)
 AD5876
 AD5876'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2017 (JLN)
 AD5876'RECOVERED IN GOOD CONDITION.
 AD5876
 AD5876                          STATION RECOVERY (2018)
 AD5876
 AD5876'RECOVERY NOTE BY WANTMAN GROUP INC 2018 (CG)
 AD5876'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1518 ***********************************************************************
 DM1518  DESIGNATION -  872 2956 A
 DM1518  PID         -  DM1518
 DM1518  STATE/COUNTY-  FL/BROWARD
 DM1518  COUNTRY     -  US
 DM1518  USGS QUAD   -  PORT EVERGLADES (2018)
 DM1518
 DM1518                         *CURRENT SURVEY CONTROL
 DM1518  ______________________________________________________________________
 DM1518* NAD 83(1986) POSITION- 26 04 55.     (N) 080 07 26.     (W)   SCALED
 DM1518* NAVD 88 ORTHO HEIGHT -     3.230 (meters)       10.60  (feet) ADJUSTED
 DM1518  ______________________________________________________________________
 DM1518  GEOID HEIGHT    -        -25.728 (meters)                     GEOID18
 DM1518  DYNAMIC HEIGHT  -          3.225 (meters)       10.58  (feet) COMP
 DM1518  MODELED GRAVITY -    979,054.3   (mgal)                       NAVD 88
 DM1518
 DM1518  VERT ORDER      -  SECOND    CLASS I
 DM1518
 DM1518.The horizontal coordinates were scaled from a map and have
 DM1518.an estimated accuracy of +/- 6 seconds.
 DM1518
 DM1518.The orthometric height was determined by differential leveling and
 DM1518.adjusted by the NATIONAL GEODETIC SURVEY
 DM1518.in September 2010.
 DM1518
 DM1518.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1518.GEOID18 height accuracy estimate available here.
 DM1518
 DM1518.Click photographs - Photos may exist for this station.
 DM1518
 DM1518.The dynamic height is computed by dividing the NAVD 88
 DM1518.geopotential number by the normal gravity value computed on the
 DM1518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1518.degrees latitude (g = 980.6199 gals.).
 DM1518
 DM1518.The modeled gravity was interpolated from observed gravity values.
 DM1518
 DM1518;                    North         East    Units  Estimated Accuracy
 DM1518;SPC FL E     -   193,990.      287,650.      MT  (+/- 180 meters Scaled)
 DM1518
 DM1518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876850(NAD 83)
 DM1518
 DM1518                          SUPERSEDED SURVEY CONTROL
 DM1518
 DM1518.No superseded survey control is available for this station.
 DM1518
 DM1518_MARKER: DD = SURVEY DISK
 DM1518_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM1518_SP_SET: STORM DRAIN
 DM1518_STAMPING: 2956 A 2007
 DM1518_MARK LOGO: FLDEP
 DM1518_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1518+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 DM1518
 DM1518  HISTORY     - Date     Condition        Report By
 DM1518  HISTORY     - 20070619 MONUMENTED       FLDEP
 DM1518
 DM1518                          STATION DESCRIPTION
 DM1518
 DM1518'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DM1518'THE MARK IS IN PORT EVERGLADES, IN SECTION 23, TOWNSHIP 50 SOUTH,
 DM1518'RANGE 42 EAST.
 DM1518'
 DM1518'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND
 DM1518'SOUTHEAST 24TH STREET IN FORT LAUDERDALE, GO EAST ON SOUTHEAST 24TH
 DM1518'STREET FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF EISENHOWER BOULEVARD ON
 DM1518'THE RIGHT.  TURN RIGHT ON EISENHOWER BOULEVARD AND GO SOUTH FOR 0.5 MI
 DM1518'(0.8 KM) TO A 90 DEGREE LEFT TURN ONTO SOUTHEAST 32ND STREET, GO EAST
 DM1518'ON SOUTHEAST 32ND STREET FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF
 DM1518'SOUTHEAST 19TH AVENUE ON THE RIGHT.  TURN RIGHT ON SOUTHEAST 19TH
 DM1518'AVENUE AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF ELLER
 DM1518'DRIVE.  TURN RIGHT ON ELLER DRIVE AND GO WEST FOR 0.3 MI (0.5 KM) TO
 DM1518'THE JUNCTION OF MCINTOSH ROAD AND THE MARK ON THE LEFT, A FLDEP SURVEY
 DM1518'DISK SET FLUSH IN THE TOP OF THE EAST END OF A STORM WATER DRAIN IN
 DM1518'THE SOUTHEAST QUADRANT OF THE JUNCTION AND 0.6 FT (0.2 M) ABOVE THE
 DM1518'LEVEL OF ELLER DRIVE.
 DM1518'
 DM1518'LOCATED 62.0 FT (18.9 M) EAST OF THE CENTERLINE OF MCINTOSH ROAD
 DM1518'NORTHBOUND LANES, 31.0 FT (9.4 M) SOUTH OF THE CENTERLINE OF ELLER
 DM1518'DRIVE EASTBOUND LANES, 29.0 FT (8.8 M) NORTHEAST OF A LARGE MAST ARM
 DM1518'POST SUPPORTING TRAFFIC SIGNALS AND STREET SIGNS, 11.4 FT (3.5 M)
 DM1518'WEST-NORTHWEST OF A FIRE HYDRANT AND 5.1 FT (1.6 M) NORTHWEST OF A
 DM1518'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1517 ***********************************************************************
 DM1517  DESIGNATION -  872 2956 B
 DM1517  PID         -  DM1517
 DM1517  STATE/COUNTY-  FL/BROWARD
 DM1517  COUNTRY     -  US
 DM1517  USGS QUAD   -  PORT EVERGLADES (2018)
 DM1517
 DM1517                         *CURRENT SURVEY CONTROL
 DM1517  ______________________________________________________________________
 DM1517* NAD 83(1986) POSITION- 26 04 55.     (N) 080 07 13.     (W)   SCALED
 DM1517* NAVD 88 ORTHO HEIGHT -     2.466 (meters)        8.09  (feet) ADJUSTED
 DM1517  ______________________________________________________________________
 DM1517  GEOID HEIGHT    -        -25.741 (meters)                     GEOID18
 DM1517  DYNAMIC HEIGHT  -          2.462 (meters)        8.08  (feet) COMP
 DM1517  MODELED GRAVITY -    979,054.1   (mgal)                       NAVD 88
 DM1517
 DM1517  VERT ORDER      -  SECOND    CLASS I
 DM1517
 DM1517.The horizontal coordinates were scaled from a map and have
 DM1517.an estimated accuracy of +/- 6 seconds.
 DM1517
 DM1517.The orthometric height was determined by differential leveling and
 DM1517.adjusted by the NATIONAL GEODETIC SURVEY
 DM1517.in September 2010.
 DM1517
 DM1517.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1517.GEOID18 height accuracy estimate available here.
 DM1517
 DM1517.Click photographs - Photos may exist for this station.
 DM1517
 DM1517.The dynamic height is computed by dividing the NAVD 88
 DM1517.geopotential number by the normal gravity value computed on the
 DM1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1517.degrees latitude (g = 980.6199 gals.).
 DM1517
 DM1517.The modeled gravity was interpolated from observed gravity values.
 DM1517
 DM1517;                    North         East    Units  Estimated Accuracy
 DM1517;SPC FL E     -   193,990.      288,010.      MT  (+/- 180 meters Scaled)
 DM1517
 DM1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ879850(NAD 83)
 DM1517
 DM1517                          SUPERSEDED SURVEY CONTROL
 DM1517
 DM1517.No superseded survey control is available for this station.
 DM1517
 DM1517_MARKER: DD = SURVEY DISK
 DM1517_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM1517_SP_SET: BRIDGE DECK
 DM1517_STAMPING: 2956 B 2007
 DM1517_MARK LOGO: FLDEP
 DM1517_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1517+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2007
 DM1517
 DM1517  HISTORY     - Date     Condition        Report By
 DM1517  HISTORY     - 20070619 MONUMENTED       FLDEP
 DM1517
 DM1517                          STATION DESCRIPTION
 DM1517
 DM1517'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DM1517'THE MARK IS IN PORT EVERGLADES, IN SECTION 23, TOWNSHIP 50 SOUTH,
 DM1517'RANGE 42 EAST.
 DM1517'
 DM1517'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND
 DM1517'SOUTHEAST 24TH STREET IN FORT LAUDERDALE, GO EAST ON SOUTHEAST 24TH
 DM1517'STREET FOR 0.75 MI (1.2 KM) TO THE JUNCTION OF EISENHOWER BOULEVARD ON
 DM1517'THE RIGHT.  TURN RIGHT ON EISENHOWER BOULEVARD AND GO SOUTH FOR 0.5 MI
 DM1517'(0.8 KM) TO A 90 DEGREE LEFT TURN ONTO SOUTHEAST 32ND STREET, GO EAST
 DM1517'ON SOUTHEAST 32ND STREET FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF
 DM1517'SOUTHEAST 19TH AVENUE ON THE RIGHT.  TURN RIGHT ON SOUTHEAST 19TH
 DM1517'AVENUE AND GO SOUTH FOR 0.2 MI (0.3 KM) TO THE INTERSECTION OF ELLER
 DM1517'DRIVE.  TURN RIGHT ON ELLER DRIVE AND GO WEST FOR 0.05 MI (0.1 KM) TO
 DM1517'THE BRIDGE OVER THE INTRACOASTAL WATERWAY AND THE MARK ON THE LEFT, A
 DM1517'FLDEP SURVEY DISK SET FLUSH IN THE SOUTHWEST END OF THE BRIDGE
 DM1517'DECKING.
 DM1517'
 DM1517'LOCATED ABOUT 212.0 FT (64.6 M) WEST OF THE CENTERLINE OF SOUTHEAST
 DM1517'19TH AVENUE, 32.8 FT (10.0 M) SOUTH OF THE CENTERLINE OF ELLER DRIVE
 DM1517'EASTBOUND LANES, 21.4 FT (6.5 M) EAST-NORTHEAST OF THE WEST END OF THE
 DM1517'BRIDGES SOUTH GUARDRAIL, 1.3 FT (0.4 M) WEST OF THE SOUTHWEST
 DM1517'ABUTMENT-BRIDGE SEAM AND 0.8 FT (0.2 M) NORTH OF THE FACE OF THE SOUTH
 DM1517'BRIDGE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5875 ***********************************************************************
 AD5875  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5875  DESIGNATION -  872 2956 TIDAL 1
 AD5875  PID         -  AD5875
 AD5875  STATE/COUNTY-  FL/BROWARD
 AD5875  COUNTRY     -  US
 AD5875  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5875
 AD5875                         *CURRENT SURVEY CONTROL
 AD5875  ______________________________________________________________________
 AD5875* NAD 83(1986) POSITION- 26 04 55.     (N) 080 06 59.     (W)   SCALED
 AD5875* NAVD 88 ORTHO HEIGHT -     1.886 (meters)        6.19  (feet) ADJUSTED
 AD5875  ______________________________________________________________________
 AD5875  GEOID HEIGHT    -        -25.755 (meters)                     GEOID18
 AD5875  DYNAMIC HEIGHT  -          1.883 (meters)        6.18  (feet) COMP
 AD5875  MODELED GRAVITY -    979,054.0   (mgal)                       NAVD 88
 AD5875
 AD5875  VERT ORDER      -  SECOND    CLASS I
 AD5875
 AD5875.The horizontal coordinates were scaled from a map and have
 AD5875.an estimated accuracy of +/- 6 seconds.
 AD5875
 AD5875.The orthometric height was determined by differential leveling and
 AD5875.adjusted by the NATIONAL GEODETIC SURVEY
 AD5875.in June 1991.
 AD5875
 AD5875.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5875.GEOID18 height accuracy estimate available here.
 AD5875
 AD5875.This Tidal Bench Mark is designated as VM 5703
 AD5875.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5875
 AD5875.Click photographs - Photos may exist for this station.
 AD5875
 AD5875.The dynamic height is computed by dividing the NAVD 88
 AD5875.geopotential number by the normal gravity value computed on the
 AD5875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5875.degrees latitude (g = 980.6199 gals.).
 AD5875
 AD5875.The modeled gravity was interpolated from observed gravity values.
 AD5875
 AD5875;                    North         East    Units  Estimated Accuracy
 AD5875;SPC FL E     -   193,990.      288,400.      MT  (+/- 180 meters Scaled)
 AD5875
 AD5875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ883850(NAD 83)
 AD5875
 AD5875                          SUPERSEDED SURVEY CONTROL
 AD5875
 AD5875  NGVD 29 (09/01/92)    2.372  (m)            7.78   (f) ADJUSTED    2 1
 AD5875
 AD5875.Superseded values are not recommended for survey control.
 AD5875
 AD5875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5875.See file dsdata.pdf to determine how the superseded data were derived.
 AD5875
 AD5875_MARKER: DJ = TIDAL STATION DISK
 AD5875_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5875_SP_SET: PIER
 AD5875_STAMPING: NO 1 1973
 AD5875_MARK LOGO: NOS
 AD5875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5875
 AD5875  HISTORY     - Date     Condition        Report By
 AD5875  HISTORY     - 1973     MONUMENTED       NOS
 AD5875  HISTORY     - 1981     GOOD             FLDNR
 AD5875  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5875  HISTORY     - 19910610 MARK NOT FOUND   USPSQD
 AD5875  HISTORY     - 19940321 MARK NOT FOUND   USPSQD
 AD5875  HISTORY     - 19950211 MARK NOT FOUND   USPSQD
 AD5875  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 AD5875  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AD5875
 AD5875                          STATION DESCRIPTION
 AD5875
 AD5875'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5875'IN PORT EVERGLADES.
 AD5875'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.E. 24TH STREET IN
 AD5875'FORT LAUDERDALE, GO 0.75 MILE EAST ON S.E. 24TH STREET TO ITS END AT
 AD5875'EISENHOWER BOULEVARD, GO 0.5 MILE SOUTH ON EISENHOWER BOULEVARD TO A
 AD5875'90 DEGREE LEFT TURN ONTO S.E. 32ND STREET, GO 0.2 MILE EAST ON S.E.
 AD5875'32ND STREET TO THE JUNCTION OF S.E. 19TH AVENUE, GO 0.2 MILE SOUTH ON
 AD5875'S.E. 19TH AVENUE TO ITS END AT ELLER DRIVE, GO EAST ON ELLER DRIVE FOR
 AD5875'0.1 MILE TO TRACOR MARINE AND THE MARK.  THE MARK IS SET FLUSH IN THE
 AD5875'SOUTH EDGE OF THE NORTHERNMOST EAST/WEST FINGER PIER AT TRACOR MARINE
 AD5875'SHIPYARD, 135 FEET WEST OF THE EAST END OF THE PIER, AND RECOVERED AS
 AD5875'DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5875
 AD5875                          STATION RECOVERY (1990)
 AD5875
 AD5875'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5875'MARK NOT FOUND.
 AD5875
 AD5875                          STATION RECOVERY (1991)
 AD5875
 AD5875'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5875'MARK NOT FOUND.
 AD5875
 AD5875                          STATION RECOVERY (1994)
 AD5875
 AD5875'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5875'MARK NOT FOUND.
 AD5875
 AD5875                          STATION RECOVERY (1995)
 AD5875
 AD5875'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5875'MARK NOT FOUND.
 AD5875
 AD5875                          STATION RECOVERY (1995)
 AD5875
 AD5875'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5875'MARK NOT FOUND.
 AD5875
 AD5875                          STATION RECOVERY (1998)
 AD5875
 AD5875'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5875'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5874 ***********************************************************************
 AD5874  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5874  DESIGNATION -  872 2956 TIDAL 2
 AD5874  PID         -  AD5874
 AD5874  STATE/COUNTY-  FL/BROWARD
 AD5874  COUNTRY     -  US
 AD5874  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5874
 AD5874                         *CURRENT SURVEY CONTROL
 AD5874  ______________________________________________________________________
 AD5874* NAD 83(1986) POSITION- 26 04 55.     (N) 080 06 59.     (W)   SCALED
 AD5874* NAVD 88 ORTHO HEIGHT -     1.897 (meters)        6.22  (feet) ADJUSTED
 AD5874  ______________________________________________________________________
 AD5874  GEOID HEIGHT    -        -25.755 (meters)                     GEOID18
 AD5874  DYNAMIC HEIGHT  -          1.893 (meters)        6.21  (feet) COMP
 AD5874  MODELED GRAVITY -    979,054.0   (mgal)                       NAVD 88
 AD5874
 AD5874  VERT ORDER      -  SECOND    CLASS I
 AD5874
 AD5874.The horizontal coordinates were scaled from a map and have
 AD5874.an estimated accuracy of +/- 6 seconds.
 AD5874
 AD5874.The orthometric height was determined by differential leveling and
 AD5874.adjusted by the NATIONAL GEODETIC SURVEY
 AD5874.in June 1991.
 AD5874
 AD5874.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5874.GEOID18 height accuracy estimate available here.
 AD5874
 AD5874.This Tidal Bench Mark is designated as VM 5704
 AD5874.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5874
 AD5874.Click photographs - Photos may exist for this station.
 AD5874
 AD5874.The dynamic height is computed by dividing the NAVD 88
 AD5874.geopotential number by the normal gravity value computed on the
 AD5874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5874.degrees latitude (g = 980.6199 gals.).
 AD5874
 AD5874.The modeled gravity was interpolated from observed gravity values.
 AD5874
 AD5874;                    North         East    Units  Estimated Accuracy
 AD5874;SPC FL E     -   193,990.      288,400.      MT  (+/- 180 meters Scaled)
 AD5874
 AD5874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ883850(NAD 83)
 AD5874
 AD5874                          SUPERSEDED SURVEY CONTROL
 AD5874
 AD5874  NGVD 29 (09/01/92)    2.382  (m)            7.81   (f) ADJUSTED    2 1
 AD5874
 AD5874.Superseded values are not recommended for survey control.
 AD5874
 AD5874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5874.See file dsdata.pdf to determine how the superseded data were derived.
 AD5874
 AD5874_MARKER: DJ = TIDAL STATION DISK
 AD5874_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5874_SP_SET: PIER
 AD5874_STAMPING: NO 2 1973
 AD5874_MARK LOGO: NOS
 AD5874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5874
 AD5874  HISTORY     - Date     Condition        Report By
 AD5874  HISTORY     - 1973     MONUMENTED       NOS
 AD5874  HISTORY     - 1981     GOOD             FLDNR
 AD5874  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5874  HISTORY     - 19910610 MARK NOT FOUND   USPSQD
 AD5874  HISTORY     - 19940321 MARK NOT FOUND   USPSQD
 AD5874  HISTORY     - 19950211 MARK NOT FOUND   USPSQD
 AD5874  HISTORY     - 19950703 MARK NOT FOUND   USPSQD
 AD5874  HISTORY     - 19980110 MARK NOT FOUND   USPSQD
 AD5874
 AD5874                          STATION DESCRIPTION
 AD5874
 AD5874'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5874'IN PORT EVERGLADES.
 AD5874'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.E. 24TH STREET IN
 AD5874'FORT LAUDERDALE, GO 0.75 MILE EAST ON S.E. 24TH STREET TO ITS END AT
 AD5874'EISENHOWER BOULEVARD, GO 0.5 MILE SOUTH ON EISENHOWER BOULEVARD TO A
 AD5874'90 DEGREE LEFT TURN ONTO S.E. 32ND STREET, GO 0.2 MILE EAST ON S.E.
 AD5874'32ND STREET TO THE JUNCTION OF S.E. 19TH AVENUE, GO 0.2 MILE SOUTH ON
 AD5874'S.E. 19TH AVENUE TO ITS END AT ELLER DRIVE, GO EAST ON ELLER DRIVE FOR
 AD5874'0.1 MILE TO TRACOR MARINE AND THE MARK.  THE MARK IS SET FLUSH IN THE
 AD5874'SOUTH EDGE OF THE NORTHERNMOST EAST/WEST FINGER PIER AT TRACOR MARINE
 AD5874'SHIPYARD, 281 FEET WEST OF THE EAST END OF THE PIER, 89.5 FEET EAST OF
 AD5874'THE SOUTHWEST CORNER OF THE PIER, 1.0 FOOT NORTH OF THE SOUTH EDGE,
 AD5874'AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5874
 AD5874                          STATION RECOVERY (1990)
 AD5874
 AD5874'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5874'MARK NOT FOUND.
 AD5874
 AD5874                          STATION RECOVERY (1991)
 AD5874
 AD5874'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5874'MARK NOT FOUND.
 AD5874
 AD5874                          STATION RECOVERY (1994)
 AD5874
 AD5874'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5874'MARK NOT FOUND.
 AD5874
 AD5874                          STATION RECOVERY (1995)
 AD5874
 AD5874'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5874'MARK NOT FOUND.
 AD5874
 AD5874                          STATION RECOVERY (1995)
 AD5874
 AD5874'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5874'MARK NOT FOUND.
 AD5874
 AD5874                          STATION RECOVERY (1998)
 AD5874
 AD5874'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5874'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5883 ***********************************************************************
 AD5883  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5883  DESIGNATION -  872 2957 TIDAL 1
 AD5883  PID         -  AD5883
 AD5883  STATE/COUNTY-  FL/BROWARD
 AD5883  COUNTRY     -  US
 AD5883  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5883
 AD5883                         *CURRENT SURVEY CONTROL
 AD5883  ______________________________________________________________________
 AD5883* NAD 83(1986) POSITION- 26 04 49.     (N) 080 06 41.     (W)   SCALED
 AD5883* NAVD 88 ORTHO HEIGHT -     0.669 (meters)        2.19  (feet) ADJUSTED
 AD5883  ______________________________________________________________________
 AD5883  GEOID HEIGHT    -        -25.773 (meters)                     GEOID18
 AD5883  DYNAMIC HEIGHT  -          0.668 (meters)        2.19  (feet) COMP
 AD5883  MODELED GRAVITY -    979,053.5   (mgal)                       NAVD 88
 AD5883
 AD5883  VERT ORDER      -  SECOND    CLASS I
 AD5883
 AD5883.The horizontal coordinates were scaled from a map and have
 AD5883.an estimated accuracy of +/- 6 seconds.
 AD5883
 AD5883.The orthometric height was determined by differential leveling and
 AD5883.adjusted by the NATIONAL GEODETIC SURVEY
 AD5883.in June 1991.
 AD5883
 AD5883.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5883.GEOID18 height accuracy estimate available here.
 AD5883
 AD5883.This Tidal Bench Mark is designated as VM 5708
 AD5883.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5883
 AD5883.Click photographs - Photos may exist for this station.
 AD5883
 AD5883.The dynamic height is computed by dividing the NAVD 88
 AD5883.geopotential number by the normal gravity value computed on the
 AD5883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5883.degrees latitude (g = 980.6199 gals.).
 AD5883
 AD5883.The modeled gravity was interpolated from observed gravity values.
 AD5883
 AD5883;                    North         East    Units  Estimated Accuracy
 AD5883;SPC FL E     -   193,810.      288,900.      MT  (+/- 180 meters Scaled)
 AD5883
 AD5883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ888848(NAD 83)
 AD5883
 AD5883                          SUPERSEDED SURVEY CONTROL
 AD5883
 AD5883  NGVD 29 (09/01/92)    1.153  (m)            3.78   (f) ADJUSTED    2 1
 AD5883
 AD5883.Superseded values are not recommended for survey control.
 AD5883
 AD5883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5883.See file dsdata.pdf to determine how the superseded data were derived.
 AD5883
 AD5883_MARKER: DJ = TIDAL STATION DISK
 AD5883_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5883_SP_SET: BULKHEAD
 AD5883_STAMPING: NO 1 1973
 AD5883_MARK LOGO: NOS
 AD5883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5883+STABILITY: SURFACE MOTION
 AD5883
 AD5883  HISTORY     - Date     Condition        Report By
 AD5883  HISTORY     - 1973     MONUMENTED       NOS
 AD5883  HISTORY     - 1981     GOOD             FLDNR
 AD5883  HISTORY     - 1990     GOOD             USPSQD
 AD5883  HISTORY     - 1990     GOOD             USPSQD
 AD5883  HISTORY     - 1990     GOOD             USPSQD
 AD5883  HISTORY     - 1991     GOOD             USPSQD
 AD5883  HISTORY     - 19910618 GOOD             USPSQD
 AD5883  HISTORY     - 19940307 GOOD             USPSQD
 AD5883  HISTORY     - 19950311 GOOD             USPSQD
 AD5883  HISTORY     - 19950710 GOOD             USPSQD
 AD5883  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AD5883  HISTORY     - 20041213 MARK NOT FOUND   FLDT
 AD5883
 AD5883                          STATION DESCRIPTION
 AD5883
 AD5883'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5883'3.9 MI ENE FROM DANIA.
 AD5883'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN
 AD5883'DANIA, GO 2.0 MILES EAST ON A1A TO ITS JUNCTION WITH A PAVED ROAD
 AD5883'LEADING NORTH TO JOHN U. LLOYD STATE RECREATION AREA, GO NORTH ON THE
 AD5883'PAVED ROAD FOR 1.9 MILES TO A BRIDGE OVER NORTH DANIA SOUND AND THE
 AD5883'MARK.  THE MARK IS SET IN THE BULKHEAD BELOW THE SOUTH END OF THE
 AD5883'BRIDGE ON THE WEST SIDE OF THE ROAD, 36.3 FEET SOUTH OF A 45 DEGREE
 AD5883'CORNER IN THE BULKHEAD, 1.9 FEET NORTH OF THE SOUTHWEST END OF THE
 AD5883'BULKHEAD, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5883'THE MARK IS 6 FT BELOW GROUND.
 AD5883
 AD5883                          STATION RECOVERY (1990)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5883'RECOVERED IN GOOD CONDITION.
 AD5883
 AD5883                          STATION RECOVERY (1990)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5883'RECOVERED IN GOOD CONDITION.
 AD5883
 AD5883                          STATION RECOVERY (1990)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD5883'RECOVERED IN GOOD CONDITION.
 AD5883
 AD5883                          STATION RECOVERY (1991)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1991 (EM)
 AD5883'RECOVERED IN GOOD CONDITION.
 AD5883
 AD5883                          STATION RECOVERY (1991)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5883'RECOVERED IN GOOD CONDITION.
 AD5883
 AD5883                          STATION RECOVERY (1994)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5883'RECOVERED IN GOOD CONDITION.
 AD5883
 AD5883                          STATION RECOVERY (1995)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5883'RECOVERED IN GOOD CONDITION.
 AD5883
 AD5883                          STATION RECOVERY (1995)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5883'RECOVERED IN GOOD CONDITION.
 AD5883
 AD5883                          STATION RECOVERY (1998)
 AD5883
 AD5883'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5883'MARK NOT FOUND.
 AD5883
 AD5883                          STATION RECOVERY (2004)
 AD5883
 AD5883'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AD5883'MARK NOT FOUND APPEARS TO BE UNDER A NEWLY BUILT BOARD WALK
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5884 ***********************************************************************
 AD5884  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5884  DESIGNATION -  872 2957 TIDAL 2
 AD5884  PID         -  AD5884
 AD5884  STATE/COUNTY-  FL/BROWARD
 AD5884  COUNTRY     -  US
 AD5884  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5884
 AD5884                         *CURRENT SURVEY CONTROL
 AD5884  ______________________________________________________________________
 AD5884* NAD 83(1986) POSITION- 26 04 49.     (N) 080 06 41.     (W)   SCALED
 AD5884* NAVD 88 ORTHO HEIGHT -     0.636 (meters)        2.09  (feet) ADJUSTED
 AD5884  ______________________________________________________________________
 AD5884  GEOID HEIGHT    -        -25.773 (meters)                     GEOID18
 AD5884  DYNAMIC HEIGHT  -          0.635 (meters)        2.08  (feet) COMP
 AD5884  MODELED GRAVITY -    979,053.5   (mgal)                       NAVD 88
 AD5884
 AD5884  VERT ORDER      -  SECOND    CLASS I
 AD5884
 AD5884.The horizontal coordinates were scaled from a map and have
 AD5884.an estimated accuracy of +/- 6 seconds.
 AD5884
 AD5884.The orthometric height was determined by differential leveling and
 AD5884.adjusted by the NATIONAL GEODETIC SURVEY
 AD5884.in June 1991.
 AD5884
 AD5884.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5884.GEOID18 height accuracy estimate available here.
 AD5884
 AD5884.This Tidal Bench Mark is designated as VM 5709
 AD5884.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5884
 AD5884.Click photographs - Photos may exist for this station.
 AD5884
 AD5884.The dynamic height is computed by dividing the NAVD 88
 AD5884.geopotential number by the normal gravity value computed on the
 AD5884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5884.degrees latitude (g = 980.6199 gals.).
 AD5884
 AD5884.The modeled gravity was interpolated from observed gravity values.
 AD5884
 AD5884;                    North         East    Units  Estimated Accuracy
 AD5884;SPC FL E     -   193,810.      288,900.      MT  (+/- 180 meters Scaled)
 AD5884
 AD5884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ888848(NAD 83)
 AD5884
 AD5884                          SUPERSEDED SURVEY CONTROL
 AD5884
 AD5884  NGVD 29 (09/01/92)    1.120  (m)            3.67   (f) ADJUSTED    2 1
 AD5884
 AD5884.Superseded values are not recommended for survey control.
 AD5884
 AD5884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5884.See file dsdata.pdf to determine how the superseded data were derived.
 AD5884
 AD5884_MARKER: DJ = TIDAL STATION DISK
 AD5884_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5884_SP_SET: BULKHEAD
 AD5884_STAMPING: NO 2 1973
 AD5884_MARK LOGO: NOS
 AD5884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5884+STABILITY: SURFACE MOTION
 AD5884
 AD5884  HISTORY     - Date     Condition        Report By
 AD5884  HISTORY     - 1973     MONUMENTED       NOS
 AD5884  HISTORY     - 1981     GOOD             FLDNR
 AD5884  HISTORY     - 1990     GOOD             USPSQD
 AD5884  HISTORY     - 1990     POOR             USPSQD
 AD5884  HISTORY     - 1990     GOOD             USPSQD
 AD5884  HISTORY     - 1991     POOR             USPSQD
 AD5884  HISTORY     - 19910618 GOOD             USPSQD
 AD5884  HISTORY     - 19940307 POOR             USPSQD
 AD5884  HISTORY     - 19950311 GOOD             USPSQD
 AD5884  HISTORY     - 19950710 POOR             USPSQD
 AD5884  HISTORY     - 19980205 GOOD             USPSQD
 AD5884
 AD5884                          STATION DESCRIPTION
 AD5884
 AD5884'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5884'3.9 MI ENE FROM DANIA.
 AD5884'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN
 AD5884'DANIA, GO 2.0 MILES EAST ON A1A TO ITS JUNCTION WITH A PAVED ROAD
 AD5884'LEADING NORTH TO JOHN U. LLOYD STATE RECREATION AREA, GO NORTH ON THE
 AD5884'PAVED ROAD FOR 1.9 MILES TO A BRIDGE OVER NORTH DANIA SOUND AND THE
 AD5884'MARK.  THE MARK IS SET IN THE SOUTH BULKHEAD UNDER THE BRIDGE, 39
 AD5884'FEET EAST OF A 45 DEGREE CORNER IN THE BULKHEAD, 36.4 FEET WEST OF
 AD5884'ANOTHER 45 DEGREE CORNER, AND RECOVERED AS DESCRIBED IN NOS TIDAL
 AD5884'DATA, QUAD 260802.
 AD5884'THE MARK IS 12 FT BELOW ROAD.
 AD5884
 AD5884                          STATION RECOVERY (1990)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5884'RECOVERED IN GOOD CONDITION.
 AD5884
 AD5884                          STATION RECOVERY (1990)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD5884'MARK RECOVERED IN POOR CONDITION.
 AD5884
 AD5884                          STATION RECOVERY (1990)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5884'RECOVERED IN GOOD CONDITION.
 AD5884
 AD5884                          STATION RECOVERY (1991)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1991 (EM)
 AD5884'MARK RECOVERED IN POOR CONDITION.
 AD5884
 AD5884                          STATION RECOVERY (1991)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5884'RECOVERED IN GOOD CONDITION.
 AD5884
 AD5884                          STATION RECOVERY (1994)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5884'MARK RECOVERED IN POOR CONDITION.
 AD5884
 AD5884                          STATION RECOVERY (1995)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5884'RECOVERED IN GOOD CONDITION.
 AD5884
 AD5884                          STATION RECOVERY (1995)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5884'MARK RECOVERED IN POOR CONDITION.
 AD5884
 AD5884                          STATION RECOVERY (1998)
 AD5884
 AD5884'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5884'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5885 ***********************************************************************
 AD5885  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5885  DESIGNATION -  872 2957 TIDAL 3
 AD5885  PID         -  AD5885
 AD5885  STATE/COUNTY-  FL/BROWARD
 AD5885  COUNTRY     -  US
 AD5885  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5885
 AD5885                         *CURRENT SURVEY CONTROL
 AD5885  ______________________________________________________________________
 AD5885* NAD 83(1986) POSITION- 26 04 49.     (N) 080 06 41.     (W)   SCALED
 AD5885* NAVD 88 ORTHO HEIGHT -     0.648 (meters)        2.13  (feet) ADJUSTED
 AD5885  ______________________________________________________________________
 AD5885  GEOID HEIGHT    -        -25.773 (meters)                     GEOID18
 AD5885  DYNAMIC HEIGHT  -          0.647 (meters)        2.12  (feet) COMP
 AD5885  MODELED GRAVITY -    979,053.5   (mgal)                       NAVD 88
 AD5885
 AD5885  VERT ORDER      -  SECOND    CLASS I
 AD5885
 AD5885.The horizontal coordinates were scaled from a map and have
 AD5885.an estimated accuracy of +/- 6 seconds.
 AD5885
 AD5885.The orthometric height was determined by differential leveling and
 AD5885.adjusted by the NATIONAL GEODETIC SURVEY
 AD5885.in June 1991.
 AD5885
 AD5885.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5885.GEOID18 height accuracy estimate available here.
 AD5885
 AD5885.This Tidal Bench Mark is designated as VM 5710
 AD5885.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5885
 AD5885.Click photographs - Photos may exist for this station.
 AD5885
 AD5885.The dynamic height is computed by dividing the NAVD 88
 AD5885.geopotential number by the normal gravity value computed on the
 AD5885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5885.degrees latitude (g = 980.6199 gals.).
 AD5885
 AD5885.The modeled gravity was interpolated from observed gravity values.
 AD5885
 AD5885;                    North         East    Units  Estimated Accuracy
 AD5885;SPC FL E     -   193,810.      288,900.      MT  (+/- 180 meters Scaled)
 AD5885
 AD5885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ888848(NAD 83)
 AD5885
 AD5885                          SUPERSEDED SURVEY CONTROL
 AD5885
 AD5885  NGVD 29 (09/01/92)    1.132  (m)            3.71   (f) ADJUSTED    2 1
 AD5885
 AD5885.Superseded values are not recommended for survey control.
 AD5885
 AD5885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5885.See file dsdata.pdf to determine how the superseded data were derived.
 AD5885
 AD5885_MARKER: DJ = TIDAL STATION DISK
 AD5885_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5885_SP_SET: BULKHEAD
 AD5885_STAMPING: NO 3 1973
 AD5885_MARK LOGO: NOS
 AD5885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5885+STABILITY: SURFACE MOTION
 AD5885
 AD5885  HISTORY     - Date     Condition        Report By
 AD5885  HISTORY     - 1973     MONUMENTED       NOS
 AD5885  HISTORY     - 1981     GOOD             FLDNR
 AD5885  HISTORY     - 1990     GOOD             USPSQD
 AD5885  HISTORY     - 1990     GOOD             USPSQD
 AD5885  HISTORY     - 1990     GOOD             USPSQD
 AD5885  HISTORY     - 1991     GOOD             USPSQD
 AD5885  HISTORY     - 19910618 GOOD             USPSQD
 AD5885  HISTORY     - 19940307 GOOD             USPSQD
 AD5885  HISTORY     - 19950311 GOOD             USPSQD
 AD5885  HISTORY     - 19950710 GOOD             USPSQD
 AD5885  HISTORY     - 19980205 GOOD             USPSQD
 AD5885
 AD5885                          STATION DESCRIPTION
 AD5885
 AD5885'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5885'3.9 MI ENE FROM DANIA.
 AD5885'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND STATE ROAD A1A IN
 AD5885'DANIA, GO 2.0 MILES EAST ON A1A TO ITS JUNCTION WITH A PAVED ROAD
 AD5885'LEADING NORTH TO JOHN U. LLOYD STATE RECREATION AREA, GO NORTH ON THE
 AD5885'PAVED ROAD FOR 1.9 MILES TO A BRIDGE OVER NORTH DANIA SOUND AND THE
 AD5885'MARK.  THE MARK IS SET IN THE SOUTH BULKHEAD ON THE EAST SIDE OF
 AD5885'THE ROAD, 36.6 FEET SOUTH OF A 45 DEGREE CORNER IN THE BULKHEAD, 1
 AD5885'FOOT NORTH OF THE SOUTHEAST END OF THE BULKHEAD, AND RECOVERED AS
 AD5885'DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5885'THE MARK IS 6 FT BELOW ROAD.
 AD5885
 AD5885                          STATION RECOVERY (1990)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5885'RECOVERED IN GOOD CONDITION.
 AD5885
 AD5885                          STATION RECOVERY (1990)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD5885'RECOVERED IN GOOD CONDITION.
 AD5885
 AD5885                          STATION RECOVERY (1990)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5885'RECOVERED IN GOOD CONDITION.
 AD5885
 AD5885                          STATION RECOVERY (1991)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1991 (EM)
 AD5885'RECOVERED IN GOOD CONDITION.
 AD5885
 AD5885                          STATION RECOVERY (1991)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5885'RECOVERED IN GOOD CONDITION.
 AD5885
 AD5885                          STATION RECOVERY (1994)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5885'RECOVERED IN GOOD CONDITION.
 AD5885
 AD5885                          STATION RECOVERY (1995)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5885'RECOVERED IN GOOD CONDITION.
 AD5885
 AD5885                          STATION RECOVERY (1995)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5885'RECOVERED IN GOOD CONDITION.
 AD5885
 AD5885                          STATION RECOVERY (1998)
 AD5885
 AD5885'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5885'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5882 ***********************************************************************
 AD5882  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5882  DESIGNATION -  872 2968 TIDAL 1
 AD5882  PID         -  AD5882
 AD5882  STATE/COUNTY-  FL/BROWARD
 AD5882  COUNTRY     -  US
 AD5882  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5882
 AD5882                         *CURRENT SURVEY CONTROL
 AD5882  ______________________________________________________________________
 AD5882* NAD 83(1986) POSITION- 26 03 27.     (N) 080 07 40.     (W)   SCALED
 AD5882* NAVD 88 ORTHO HEIGHT -     0.899 (meters)        2.95  (feet) ADJUSTED
 AD5882  ______________________________________________________________________
 AD5882  GEOID HEIGHT    -        -25.706 (meters)                     GEOID18
 AD5882  DYNAMIC HEIGHT  -          0.897 (meters)        2.94  (feet) COMP
 AD5882  MODELED GRAVITY -    979,052.6   (mgal)                       NAVD 88
 AD5882
 AD5882  VERT ORDER      -  SECOND    CLASS I
 AD5882
 AD5882.The horizontal coordinates were scaled from a map and have
 AD5882.an estimated accuracy of +/- 6 seconds.
 AD5882
 AD5882.The orthometric height was determined by differential leveling and
 AD5882.adjusted by the NATIONAL GEODETIC SURVEY
 AD5882.in June 1991.
 AD5882
 AD5882.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5882.GEOID18 height accuracy estimate available here.
 AD5882
 AD5882.This Tidal Bench Mark is designated as VM 5713
 AD5882.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5882
 AD5882.Click photographs - Photos may exist for this station.
 AD5882
 AD5882.The dynamic height is computed by dividing the NAVD 88
 AD5882.geopotential number by the normal gravity value computed on the
 AD5882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5882.degrees latitude (g = 980.6199 gals.).
 AD5882
 AD5882.The modeled gravity was interpolated from observed gravity values.
 AD5882
 AD5882;                    North         East    Units  Estimated Accuracy
 AD5882;SPC FL E     -   191,280.      287,280.      MT  (+/- 180 meters Scaled)
 AD5882
 AD5882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ872823(NAD 83)
 AD5882
 AD5882                          SUPERSEDED SURVEY CONTROL
 AD5882
 AD5882  NGVD 29 (09/01/92)    1.389  (m)            4.56   (f) ADJUSTED    2 1
 AD5882
 AD5882.Superseded values are not recommended for survey control.
 AD5882
 AD5882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5882.See file dsdata.pdf to determine how the superseded data were derived.
 AD5882
 AD5882_MARKER: DJ = TIDAL STATION DISK
 AD5882_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5882_SP_SET: SEAWALL
 AD5882_STAMPING: NO 1 1973
 AD5882_MARK LOGO: NOS
 AD5882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5882+STABILITY: SURFACE MOTION
 AD5882
 AD5882  HISTORY     - Date     Condition        Report By
 AD5882  HISTORY     - 1973     MONUMENTED       NOS
 AD5882  HISTORY     - 1981     GOOD             FLDNR
 AD5882  HISTORY     - 1990     GOOD             USPSQD
 AD5882  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5882  HISTORY     - 1990     GOOD             USPSQD
 AD5882  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5882  HISTORY     - 19940325 GOOD             USPSQD
 AD5882  HISTORY     - 19950311 MARK NOT FOUND   USPSQD
 AD5882  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 AD5882  HISTORY     - 19980313 MARK NOT FOUND   USPSQD
 AD5882  HISTORY     - 20021222 MARK NOT FOUND   USPSQD
 AD5882
 AD5882                          STATION DESCRIPTION
 AD5882
 AD5882'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5882'1.3 MI NE FROM DANIA.
 AD5882'BEGIN AT THE JUNCTION OF STATE ROAD A1A (DANIA BEACH BLVD) AND U.S.
 AD5882'HIGHWAY 1 IN DANIA.  GO 0.75 MILE EAST ON A1A TO THE JUNCTION OF
 AD5882'GULFSTREAM ROAD.  GO 0.35 MILE NORTH ON GULFSTREAM ROAD TO THE
 AD5882'INTERSECTION OF NORTHEAST 3RD ST.  GO 0.2 MILE EAST ON NORTHEAST 3RD
 AD5882'ST TO ITS END AT DANIA PARK AND THE MARK LOCATION.  THE MARK IS SET
 AD5882'FLUSH IN TOP OF THE EAST-WEST SEAWALL AT THE NORTHWEST CORNER OF DANIA
 AD5882'PARK, 2 FEET EAST OF THE PROPERTY LINE BETWEEN THE PARK AND THE
 AD5882'HARBOUR TOWNE MARINA.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA.
 AD5882
 AD5882                          STATION RECOVERY (1990)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5882'RECOVERED IN GOOD CONDITION.
 AD5882
 AD5882                          STATION RECOVERY (1990)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5882'MARK NOT FOUND.
 AD5882
 AD5882                          STATION RECOVERY (1990)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 1990 (EM)
 AD5882'RECOVERED IN GOOD CONDITION.
 AD5882
 AD5882                          STATION RECOVERY (1991)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5882'MARK NOT FOUND.
 AD5882
 AD5882                          STATION RECOVERY (1994)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5882'RECOVERED IN GOOD CONDITION.
 AD5882
 AD5882                          STATION RECOVERY (1995)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5882'MARK NOT FOUND.
 AD5882
 AD5882                          STATION RECOVERY (1995)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5882'MARK NOT FOUND.
 AD5882
 AD5882                          STATION RECOVERY (1998)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5882'MARK NOT FOUND.
 AD5882
 AD5882                          STATION RECOVERY (2002)
 AD5882
 AD5882'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD5882'UNDER A DECK
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5881 ***********************************************************************
 AD5881  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5881  DESIGNATION -  872 2968 TIDAL 2
 AD5881  PID         -  AD5881
 AD5881  STATE/COUNTY-  FL/BROWARD
 AD5881  COUNTRY     -  US
 AD5881  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5881
 AD5881                         *CURRENT SURVEY CONTROL
 AD5881  ______________________________________________________________________
 AD5881* NAD 83(1986) POSITION- 26 03 27.     (N) 080 07 40.     (W)   SCALED
 AD5881* NAVD 88 ORTHO HEIGHT -     0.897 (meters)        2.94  (feet) ADJUSTED
 AD5881  ______________________________________________________________________
 AD5881  GEOID HEIGHT    -        -25.706 (meters)                     GEOID18
 AD5881  DYNAMIC HEIGHT  -          0.895 (meters)        2.94  (feet) COMP
 AD5881  MODELED GRAVITY -    979,052.6   (mgal)                       NAVD 88
 AD5881
 AD5881  VERT ORDER      -  SECOND    CLASS I
 AD5881
 AD5881.The horizontal coordinates were scaled from a map and have
 AD5881.an estimated accuracy of +/- 6 seconds.
 AD5881
 AD5881.The orthometric height was determined by differential leveling and
 AD5881.adjusted by the NATIONAL GEODETIC SURVEY
 AD5881.in June 1991.
 AD5881
 AD5881.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5881.GEOID18 height accuracy estimate available here.
 AD5881
 AD5881.This Tidal Bench Mark is designated as VM 5714
 AD5881.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5881
 AD5881.Click photographs - Photos may exist for this station.
 AD5881
 AD5881.The dynamic height is computed by dividing the NAVD 88
 AD5881.geopotential number by the normal gravity value computed on the
 AD5881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5881.degrees latitude (g = 980.6199 gals.).
 AD5881
 AD5881.The modeled gravity was interpolated from observed gravity values.
 AD5881
 AD5881;                    North         East    Units  Estimated Accuracy
 AD5881;SPC FL E     -   191,280.      287,280.      MT  (+/- 180 meters Scaled)
 AD5881
 AD5881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ872823(NAD 83)
 AD5881
 AD5881                          SUPERSEDED SURVEY CONTROL
 AD5881
 AD5881  NGVD 29 (09/01/92)    1.387  (m)            4.55   (f) ADJUSTED    2 1
 AD5881
 AD5881.Superseded values are not recommended for survey control.
 AD5881
 AD5881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5881.See file dsdata.pdf to determine how the superseded data were derived.
 AD5881
 AD5881_MARKER: DJ = TIDAL STATION DISK
 AD5881_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5881_SP_SET: SEAWALL
 AD5881_STAMPING: NO 2 1973
 AD5881_MARK LOGO: NOS
 AD5881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5881+STABILITY: SURFACE MOTION
 AD5881
 AD5881  HISTORY     - Date     Condition        Report By
 AD5881  HISTORY     - 1973     MONUMENTED       NOS
 AD5881  HISTORY     - 1981     GOOD             FLDNR
 AD5881  HISTORY     - 1990     GOOD             USPSQD
 AD5881  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5881  HISTORY     - 1990     GOOD             USPSQD
 AD5881  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5881  HISTORY     - 19940325 GOOD             USPSQD
 AD5881  HISTORY     - 19950311 MARK NOT FOUND   USPSQD
 AD5881  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 AD5881  HISTORY     - 20000610 MARK NOT FOUND   USPSQD
 AD5881  HISTORY     - 20021222 MARK NOT FOUND   USPSQD
 AD5881
 AD5881                          STATION DESCRIPTION
 AD5881
 AD5881'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5881'1.3 MI NE FROM DANIA.
 AD5881'BEGIN AT THE JUNCTION OF STATE ROAD A1A (DANIA BEACH BLVD) AND U.S.
 AD5881'HIGHWAY 1 IN DANIA.  GO 0.75 MILE EAST ON A1A TO THE JUNCTION OF
 AD5881'GULFSTREAM ROAD.  GO 0.35 MILE NORTH ON GULFSTREAM ROAD TO THE
 AD5881'INTERSECTION OF NORTHEAST 3RD ST.  GO 0.2 MILE EAST ON NORTHEAST 3RD
 AD5881'ST TO ITS END AT DANIA PARK AND THE MARK LOCATION.  THE MARK IS SET IN
 AD5881'TOP OF THE EAST-WEST SEAWALL ALONG THE NORTH END OF DANIA PARK, AND IS
 AD5881'117 FEET EAST OF BENCH MARK NO 1 1973.  RECOVERED AS DESCRIBED
 AD5881'IN NOS TIDAL DATA.
 AD5881
 AD5881                          STATION RECOVERY (1990)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5881'RECOVERED IN GOOD CONDITION.
 AD5881
 AD5881                          STATION RECOVERY (1990)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5881'MARK NOT FOUND.
 AD5881
 AD5881                          STATION RECOVERY (1990)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 1990 (EM)
 AD5881'RECOVERED IN GOOD CONDITION.
 AD5881
 AD5881                          STATION RECOVERY (1991)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5881'MARK NOT FOUND.
 AD5881
 AD5881                          STATION RECOVERY (1994)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5881'RECOVERED IN GOOD CONDITION.
 AD5881
 AD5881                          STATION RECOVERY (1995)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5881'MARK NOT FOUND.
 AD5881
 AD5881                          STATION RECOVERY (1995)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5881'MARK NOT FOUND.
 AD5881
 AD5881                          STATION RECOVERY (2000)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 2000 (CH)
 AD5881'SEAWALL HAS BEEN REPLACED OR REPAIRED.
 AD5881
 AD5881                          STATION RECOVERY (2002)
 AD5881
 AD5881'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD5881'UNDER A DECK
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5880 ***********************************************************************
 AD5880  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5880  DESIGNATION -  872 2968 TIDAL 3
 AD5880  PID         -  AD5880
 AD5880  STATE/COUNTY-  FL/BROWARD
 AD5880  COUNTRY     -  US
 AD5880  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5880
 AD5880                         *CURRENT SURVEY CONTROL
 AD5880  ______________________________________________________________________
 AD5880* NAD 83(1986) POSITION- 26 03 27.     (N) 080 07 40.     (W)   SCALED
 AD5880* NAVD 88 ORTHO HEIGHT -     0.900 (meters)        2.95  (feet) ADJUSTED
 AD5880  ______________________________________________________________________
 AD5880  GEOID HEIGHT    -        -25.706 (meters)                     GEOID18
 AD5880  DYNAMIC HEIGHT  -          0.898 (meters)        2.95  (feet) COMP
 AD5880  MODELED GRAVITY -    979,052.6   (mgal)                       NAVD 88
 AD5880
 AD5880  VERT ORDER      -  SECOND    CLASS I
 AD5880
 AD5880.The horizontal coordinates were scaled from a map and have
 AD5880.an estimated accuracy of +/- 6 seconds.
 AD5880
 AD5880.The orthometric height was determined by differential leveling and
 AD5880.adjusted by the NATIONAL GEODETIC SURVEY
 AD5880.in June 1991.
 AD5880
 AD5880.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5880.GEOID18 height accuracy estimate available here.
 AD5880
 AD5880.This Tidal Bench Mark is designated as VM 5715
 AD5880.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5880
 AD5880.Click photographs - Photos may exist for this station.
 AD5880
 AD5880.The dynamic height is computed by dividing the NAVD 88
 AD5880.geopotential number by the normal gravity value computed on the
 AD5880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5880.degrees latitude (g = 980.6199 gals.).
 AD5880
 AD5880.The modeled gravity was interpolated from observed gravity values.
 AD5880
 AD5880;                    North         East    Units  Estimated Accuracy
 AD5880;SPC FL E     -   191,280.      287,280.      MT  (+/- 180 meters Scaled)
 AD5880
 AD5880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ872823(NAD 83)
 AD5880
 AD5880                          SUPERSEDED SURVEY CONTROL
 AD5880
 AD5880  NGVD 29 (09/01/92)    1.390  (m)            4.56   (f) ADJUSTED    2 1
 AD5880
 AD5880.Superseded values are not recommended for survey control.
 AD5880
 AD5880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5880.See file dsdata.pdf to determine how the superseded data were derived.
 AD5880
 AD5880_MARKER: DJ = TIDAL STATION DISK
 AD5880_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5880_SP_SET: SEAWALL
 AD5880_STAMPING: NO 3 1973
 AD5880_MARK LOGO: NOS
 AD5880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5880+STABILITY: SURFACE MOTION
 AD5880
 AD5880  HISTORY     - Date     Condition        Report By
 AD5880  HISTORY     - 1973     MONUMENTED       NOS
 AD5880  HISTORY     - 1981     GOOD             FLDNR
 AD5880  HISTORY     - 1990     GOOD             USPSQD
 AD5880  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5880  HISTORY     - 1990     GOOD             USPSQD
 AD5880  HISTORY     - 19910618 GOOD             USPSQD
 AD5880  HISTORY     - 19940325 MARK NOT FOUND   USPSQD
 AD5880  HISTORY     - 19950311 MARK NOT FOUND   USPSQD
 AD5880  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 AD5880  HISTORY     - 20000610 MARK NOT FOUND   USPSQD
 AD5880  HISTORY     - 20021222 MARK NOT FOUND   USPSQD
 AD5880
 AD5880                          STATION DESCRIPTION
 AD5880
 AD5880'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5880'1.3 MI NE FROM DANIA.
 AD5880'BEGIN AT THE JUNCTION OF STATE ROAD A1A (DANIA BEACH BLVD) AND U.S.
 AD5880'HIGHWAY 1 IN DANIA.  GO 0.75 MILE EAST ON A1A TO THE JUNCTION OF
 AD5880'GULFSTREAM ROAD, GO 0.35 MILE NORTH ON GULFSTREAM ROAD TO THE
 AD5880'INTERSECTION OF NORTHEAST 3RD ST.  GO 0.2 MILE EAST ON NORTHEAST 3RD
 AD5880'ST TO ITS END AT DANIA PARK AND THE MARK LOCATION.  THE MARK IS SET IN
 AD5880'THE TOP OF THE EAST-WEST SEAWALL AT THE NORTH END OF THE PARK, 165
 AD5880'FEET EAST OF BENCH MARK NO 2 1973, AND 258 FEET WEST OF THE NORTHEAST
 AD5880'CORNER OF THE SEAWALL.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA.
 AD5880
 AD5880                          STATION RECOVERY (1990)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5880'RECOVERED IN GOOD CONDITION.
 AD5880
 AD5880                          STATION RECOVERY (1990)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5880'MARK NOT FOUND.
 AD5880
 AD5880                          STATION RECOVERY (1990)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 1990 (EM)
 AD5880'RECOVERED IN GOOD CONDITION.
 AD5880
 AD5880                          STATION RECOVERY (1991)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5880'RECOVERED IN GOOD CONDITION.
 AD5880
 AD5880                          STATION RECOVERY (1994)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5880'MARK NOT FOUND.
 AD5880
 AD5880                          STATION RECOVERY (1995)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5880'MARK NOT FOUND.
 AD5880
 AD5880                          STATION RECOVERY (1995)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5880'MARK NOT FOUND.
 AD5880
 AD5880                          STATION RECOVERY (2000)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 2000 (CH)
 AD5880'SEAWALL HAS BEEN REPLACED OR REPAIRED.
 AD5880
 AD5880                          STATION RECOVERY (2002)
 AD5880
 AD5880'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD5880'UNDER A DECK
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5879 ***********************************************************************
 AD5879  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5879  DESIGNATION -  872 2968 TIDAL 4
 AD5879  PID         -  AD5879
 AD5879  STATE/COUNTY-  FL/BROWARD
 AD5879  COUNTRY     -  US
 AD5879  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5879
 AD5879                         *CURRENT SURVEY CONTROL
 AD5879  ______________________________________________________________________
 AD5879* NAD 83(1986) POSITION- 26 03 27.     (N) 080 07 40.     (W)   SCALED
 AD5879* NAVD 88 ORTHO HEIGHT -     0.888 (meters)        2.91  (feet) ADJUSTED
 AD5879  ______________________________________________________________________
 AD5879  GEOID HEIGHT    -        -25.706 (meters)                     GEOID18
 AD5879  DYNAMIC HEIGHT  -          0.887 (meters)        2.91  (feet) COMP
 AD5879  MODELED GRAVITY -    979,052.6   (mgal)                       NAVD 88
 AD5879
 AD5879  VERT ORDER      -  SECOND    CLASS I
 AD5879
 AD5879.The horizontal coordinates were scaled from a map and have
 AD5879.an estimated accuracy of +/- 6 seconds.
 AD5879
 AD5879.The orthometric height was determined by differential leveling and
 AD5879.adjusted by the NATIONAL GEODETIC SURVEY
 AD5879.in June 1991.
 AD5879
 AD5879.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5879.GEOID18 height accuracy estimate available here.
 AD5879
 AD5879.This Tidal Bench Mark is designated as VM 5716
 AD5879.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5879
 AD5879.Click photographs - Photos may exist for this station.
 AD5879
 AD5879.The dynamic height is computed by dividing the NAVD 88
 AD5879.geopotential number by the normal gravity value computed on the
 AD5879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5879.degrees latitude (g = 980.6199 gals.).
 AD5879
 AD5879.The modeled gravity was interpolated from observed gravity values.
 AD5879
 AD5879;                    North         East    Units  Estimated Accuracy
 AD5879;SPC FL E     -   191,280.      287,280.      MT  (+/- 180 meters Scaled)
 AD5879
 AD5879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ872823(NAD 83)
 AD5879
 AD5879                          SUPERSEDED SURVEY CONTROL
 AD5879
 AD5879  NGVD 29 (09/01/92)    1.378  (m)            4.52   (f) ADJUSTED    2 1
 AD5879
 AD5879.Superseded values are not recommended for survey control.
 AD5879
 AD5879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5879.See file dsdata.pdf to determine how the superseded data were derived.
 AD5879
 AD5879_MARKER: DJ = TIDAL STATION DISK
 AD5879_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5879_SP_SET: SEAWALL
 AD5879_STAMPING: NO 4 1973
 AD5879_MARK LOGO: NOS
 AD5879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5879+STABILITY: SURFACE MOTION
 AD5879
 AD5879  HISTORY     - Date     Condition        Report By
 AD5879  HISTORY     - 1973     MONUMENTED       NOS
 AD5879  HISTORY     - 1981     GOOD             FLDNR
 AD5879  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5879  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5879  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5879  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5879
 AD5879                          STATION DESCRIPTION
 AD5879
 AD5879'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5879'1.3 MI NE FROM DANIA.
 AD5879'BEGIN AT THE JUNCTION OF STATE ROAD A1A (DANIA BEACH BLVD) AND U.S.
 AD5879'HIGHWAY 1 IN DANIA.  GO 0.75 MILE EAST ON A1A TO THE JUNCTION OF
 AD5879'GULFSTREAM ROAD.  GO 0.35 MILE NORTH ON GULFSTREAM ROAD TO THE
 AD5879'INTERSECTION OF NORTHEAST 3RD ST.  GO 0.2 MILE EAST ON NORTHEAST 3RD
 AD5879'ST TO ITS END AT DANIA PARK, AND THE MARK LOCATION.  THE MARK IS SET
 AD5879'IN THE TOP OF THE SEAWALL AT THE NORTHEAST CORNER OF DANIA PARK, 258
 AD5879'FEET EAST OF BENCH MARK NO 3 1973, AND 138 FEET NORTH OF BENCH MARK
 AD5879'NO 5 1973.  RECOVERED AS DESCRIBED IN NOS TIDAL DATA.
 AD5879
 AD5879                          STATION RECOVERY (1990)
 AD5879
 AD5879'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5879'MARK NOT FOUND.
 AD5879
 AD5879                          STATION RECOVERY (1990)
 AD5879
 AD5879'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5879'MARK NOT FOUND.
 AD5879
 AD5879                          STATION RECOVERY (1990)
 AD5879
 AD5879'RECOVERY NOTE BY US POWER SQUADRON 1990 (EM)
 AD5879'MARK NOT FOUND.
 AD5879
 AD5879                          STATION RECOVERY (1991)
 AD5879
 AD5879'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5879'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5878 ***********************************************************************
 AD5878  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5878  DESIGNATION -  872 2968 TIDAL 5
 AD5878  PID         -  AD5878
 AD5878  STATE/COUNTY-  FL/BROWARD
 AD5878  COUNTRY     -  US
 AD5878  USGS QUAD   -  FORT LAUDERDALE SOUTH (2018)
 AD5878
 AD5878                         *CURRENT SURVEY CONTROL
 AD5878  ______________________________________________________________________
 AD5878* NAD 83(1986) POSITION- 26 03 34.9    (N) 080 07 39.4    (W)   HD_HELD2
 AD5878* NAVD 88 ORTHO HEIGHT -     1.021 (meters)        3.35  (feet) ADJUSTED
 AD5878  ______________________________________________________________________
 AD5878  GEOID HEIGHT    -        -25.707 (meters)                     GEOID18
 AD5878  DYNAMIC HEIGHT  -          1.019 (meters)        3.34  (feet) COMP
 AD5878  MODELED GRAVITY -    979,052.6   (mgal)                       NAVD 88
 AD5878
 AD5878  VERT ORDER      -  SECOND    CLASS I
 AD5878
 AD5878.The horizontal coordinates were established by autonomous hand held GPS
 AD5878.observations and have an estimated accuracy of +/- 10 meters.
 AD5878
 AD5878.The orthometric height was determined by differential leveling and
 AD5878.adjusted by the NATIONAL GEODETIC SURVEY
 AD5878.in June 1991.
 AD5878
 AD5878.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5878.GEOID18 height accuracy estimate available here.
 AD5878
 AD5878.This Tidal Bench Mark is designated as VM 5717
 AD5878.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5878
 AD5878.Click photographs - Photos may exist for this station.
 AD5878
 AD5878.The dynamic height is computed by dividing the NAVD 88
 AD5878.geopotential number by the normal gravity value computed on the
 AD5878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5878.degrees latitude (g = 980.6199 gals.).
 AD5878
 AD5878.The modeled gravity was interpolated from observed gravity values.
 AD5878
 AD5878;                    North         East    Units  Estimated Accuracy
 AD5878;SPC FL E     -   191,520.      287,294.      MT  (+/- 10 meters HH2 GPS)
 AD5878
 AD5878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8726482586(NAD 83)
 AD5878
 AD5878                          SUPERSEDED SURVEY CONTROL
 AD5878
 AD5878  NGVD 29 (09/01/92)    1.511  (m)            4.96   (f) ADJUSTED    2 1
 AD5878
 AD5878.Superseded values are not recommended for survey control.
 AD5878
 AD5878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5878.See file dsdata.pdf to determine how the superseded data were derived.
 AD5878
 AD5878_MARKER: DJ = TIDAL STATION DISK
 AD5878_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5878_SP_SET: SEAWALL
 AD5878_STAMPING: NO 5 1973
 AD5878_MARK LOGO: NOS
 AD5878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5878+STABILITY: SURFACE MOTION
 AD5878
 AD5878  HISTORY     - Date     Condition        Report By
 AD5878  HISTORY     - 1973     MONUMENTED       NOS
 AD5878  HISTORY     - 1981     GOOD             FLDNR
 AD5878  HISTORY     - 1990     GOOD             USPSQD
 AD5878  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5878  HISTORY     - 1990     GOOD             USPSQD
 AD5878  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5878  HISTORY     - 19940325 MARK NOT FOUND   USPSQD
 AD5878  HISTORY     - 19950311 GOOD             USPSQD
 AD5878  HISTORY     - 19950710 GOOD             USPSQD
 AD5878  HISTORY     - 20140714 GOOD             GEOCAC
 AD5878  HISTORY     - 20170311 GOOD             USPSQD
 AD5878
 AD5878                          STATION DESCRIPTION
 AD5878
 AD5878'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5878'1.3 MI NE FROM DANIA.
 AD5878'BEGIN AT THE JUNCTION OF STATE ROAD A1A (DANIA BEACH BLVD) AND U.S.
 AD5878'HIGHWAY 1 IN DANIA.  GO 0.75 MILE EAST ON A1A TO THE JUNCTION OF
 AD5878'GULFSTREAM ROAD.  GO 0.35 MILE NORTH ON GULFSTREAM ROAD TO THE
 AD5878'INTERSECTION OF NORTHEAST 3RD ST.  GO 0.2 MILE EAST ON NORTHEAST 3RD
 AD5878'ST TO ITS END AT DANIA PARK AND THE MARK LOCATION.  THE MARK IS SET
 AD5878'IN THE TOP OF THE NORTH-SOUTH SEAWALL, 138 FEET SOUTH OF THE NORTH
 AD5878'NORTHEAST CORNER OF DANIA PARK AND 138 FEET NORTH OF THE NORTH EDGE
 AD5878'OF THE NORTHERNMOST BOAT RAMP AT THE PARK.  RECOVERED AS DESCRIBED IN
 AD5878'NOS TIDAL DATA.
 AD5878
 AD5878                          STATION RECOVERY (1990)
 AD5878
 AD5878'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5878'RECOVERED IN GOOD CONDITION.
 AD5878
 AD5878                          STATION RECOVERY (1990)
 AD5878
 AD5878'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5878'MARK NOT FOUND.
 AD5878
 AD5878                          STATION RECOVERY (1990)
 AD5878
 AD5878'RECOVERY NOTE BY US POWER SQUADRON 1990 (EM)
 AD5878'RECOVERED IN GOOD CONDITION.
 AD5878
 AD5878                          STATION RECOVERY (1991)
 AD5878
 AD5878'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5878'MARK NOT FOUND.
 AD5878
 AD5878                          STATION RECOVERY (1994)
 AD5878
 AD5878'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5878'MARK NOT FOUND.
 AD5878
 AD5878                          STATION RECOVERY (1995)
 AD5878
 AD5878'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5878'RECOVERED IN GOOD CONDITION.
 AD5878
 AD5878                          STATION RECOVERY (1995)
 AD5878
 AD5878'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5878'RECOVERED IN GOOD CONDITION.
 AD5878
 AD5878                          STATION RECOVERY (2014)
 AD5878
 AD5878'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 AD5878'RECOVERED IN GOOD CONDITION.
 AD5878
 AD5878                          STATION RECOVERY (2017)
 AD5878
 AD5878'RECOVERY NOTE BY US POWER SQUADRON 2017 (CAC)
 AD5878'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5886 ***********************************************************************
 AD5886  DESIGNATION -  872 2971 TIDAL 1
 AD5886  PID         -  AD5886
 AD5886  STATE/COUNTY-  FL/BROWARD
 AD5886  COUNTRY     -  US
 AD5886  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5886
 AD5886                         *CURRENT SURVEY CONTROL
 AD5886  ______________________________________________________________________
 AD5886* NAD 83(1986) POSITION- 26 03 19.     (N) 080 06 47.     (W)   SCALED
 AD5886* NAVD 88 ORTHO HEIGHT -     0.676 (meters)        2.22  (feet) ADJUSTED
 AD5886  ______________________________________________________________________
 AD5886  GEOID HEIGHT    -        -25.760 (meters)                     GEOID18
 AD5886  DYNAMIC HEIGHT  -          0.675 (meters)        2.21  (feet) COMP
 AD5886  MODELED GRAVITY -    979,051.6   (mgal)                       NAVD 88
 AD5886
 AD5886  VERT ORDER      -  SECOND    CLASS I
 AD5886
 AD5886.The horizontal coordinates were scaled from a map and have
 AD5886.an estimated accuracy of +/- 6 seconds.
 AD5886
 AD5886.The orthometric height was determined by differential leveling and
 AD5886.adjusted by the NATIONAL GEODETIC SURVEY
 AD5886.in June 1991.
 AD5886
 AD5886.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5886.GEOID18 height accuracy estimate available here.
 AD5886
 AD5886.Click photographs - Photos may exist for this station.
 AD5886
 AD5886.The dynamic height is computed by dividing the NAVD 88
 AD5886.geopotential number by the normal gravity value computed on the
 AD5886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5886.degrees latitude (g = 980.6199 gals.).
 AD5886
 AD5886.The modeled gravity was interpolated from observed gravity values.
 AD5886
 AD5886;                    North         East    Units  Estimated Accuracy
 AD5886;SPC FL E     -   191,040.      288,750.      MT  (+/- 180 meters Scaled)
 AD5886
 AD5886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ887821(NAD 83)
 AD5886
 AD5886                          SUPERSEDED SURVEY CONTROL
 AD5886
 AD5886  NGVD 29 (09/01/92)    1.157  (m)            3.80   (f) ADJUSTED    2 1
 AD5886
 AD5886.Superseded values are not recommended for survey control.
 AD5886
 AD5886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5886.See file dsdata.pdf to determine how the superseded data were derived.
 AD5886
 AD5886_MARKER: DJ = TIDAL STATION DISK
 AD5886_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5886_SP_SET: SEAWALL
 AD5886_STAMPING: NO 1 1973
 AD5886_MARK LOGO: NOS
 AD5886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5886+STABILITY: SURFACE MOTION
 AD5886
 AD5886  HISTORY     - Date     Condition        Report By
 AD5886  HISTORY     - 1973     MONUMENTED       NOS
 AD5886  HISTORY     - 1981     GOOD             FLDNR
 AD5886  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5886  HISTORY     - 1990     GOOD             USPSQD
 AD5886  HISTORY     - 1990     GOOD             USPSQD
 AD5886  HISTORY     - 19910618 GOOD             USPSQD
 AD5886  HISTORY     - 19940307 MARK NOT FOUND   USPSQD
 AD5886  HISTORY     - 19950311 MARK NOT FOUND   USPSQD
 AD5886  HISTORY     - 19950710 MARK NOT FOUND   USPSQD
 AD5886  HISTORY     - 19980205 GOOD             USPSQD
 AD5886
 AD5886                          STATION DESCRIPTION
 AD5886
 AD5886'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5886'2.1 MI EAST FROM DANIA.
 AD5886'BEGIN AT THE JUNCTION OF STATE ROAD A1A WITH U.S. HIGHWAY 1 IN DANIA,
 AD5886'GO 2.0 MILES EAST ON A1A TO THE JUNCTION OF A PAVED ROAD LEADING NORTH
 AD5886'TO JOHN U. LLOYD STATE RECREATION AREA, GO 0.1 MILE NORTH ON THE PAVED
 AD5886'ROAD TO THE MARK.  THE MARK IS SET IN THE SEAWALL UNDER THE SOUTH END
 AD5886'OF THE BRIDGE OVER DANIA SOUND, 160 FEET EAST OF THE CENTERLINE OF THE
 AD5886'PAVED ROAD, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD
 AD5886'260802.
 AD5886
 AD5886                          STATION RECOVERY (1990)
 AD5886
 AD5886'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD5886'MARK NOT FOUND.
 AD5886
 AD5886                          STATION RECOVERY (1990)
 AD5886
 AD5886'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5886'RECOVERED IN GOOD CONDITION.
 AD5886
 AD5886                          STATION RECOVERY (1990)
 AD5886
 AD5886'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5886'RECOVERED IN GOOD CONDITION.
 AD5886
 AD5886                          STATION RECOVERY (1991)
 AD5886
 AD5886'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5886'RECOVERED IN GOOD CONDITION.
 AD5886
 AD5886                          STATION RECOVERY (1994)
 AD5886
 AD5886'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5886'MARK NOT FOUND.
 AD5886
 AD5886                          STATION RECOVERY (1995)
 AD5886
 AD5886'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5886'MARK NOT FOUND.
 AD5886
 AD5886                          STATION RECOVERY (1995)
 AD5886
 AD5886'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5886'MARK NOT FOUND.
 AD5886
 AD5886                          STATION RECOVERY (1998)
 AD5886
 AD5886'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5886'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5887 ***********************************************************************
 AD5887  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5887  DESIGNATION -  872 2971 TIDAL 2
 AD5887  PID         -  AD5887
 AD5887  STATE/COUNTY-  FL/BROWARD
 AD5887  COUNTRY     -  US
 AD5887  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5887
 AD5887                         *CURRENT SURVEY CONTROL
 AD5887  ______________________________________________________________________
 AD5887* NAD 83(1986) POSITION- 26 03 19.     (N) 080 06 47.     (W)   SCALED
 AD5887* NAVD 88 ORTHO HEIGHT -     0.675 (meters)        2.21  (feet) ADJUSTED
 AD5887  ______________________________________________________________________
 AD5887  GEOID HEIGHT    -        -25.760 (meters)                     GEOID18
 AD5887  DYNAMIC HEIGHT  -          0.674 (meters)        2.21  (feet) COMP
 AD5887  MODELED GRAVITY -    979,051.6   (mgal)                       NAVD 88
 AD5887
 AD5887  VERT ORDER      -  SECOND    CLASS I
 AD5887
 AD5887.The horizontal coordinates were scaled from a map and have
 AD5887.an estimated accuracy of +/- 6 seconds.
 AD5887
 AD5887.The orthometric height was determined by differential leveling and
 AD5887.adjusted by the NATIONAL GEODETIC SURVEY
 AD5887.in September 1996.
 AD5887
 AD5887.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5887.GEOID18 height accuracy estimate available here.
 AD5887
 AD5887.This Tidal Bench Mark is designated as VM 5718
 AD5887.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5887
 AD5887.Click photographs - Photos may exist for this station.
 AD5887
 AD5887.The dynamic height is computed by dividing the NAVD 88
 AD5887.geopotential number by the normal gravity value computed on the
 AD5887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5887.degrees latitude (g = 980.6199 gals.).
 AD5887
 AD5887.The modeled gravity was interpolated from observed gravity values.
 AD5887
 AD5887;                    North         East    Units  Estimated Accuracy
 AD5887;SPC FL E     -   191,040.      288,750.      MT  (+/- 180 meters Scaled)
 AD5887
 AD5887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ887821(NAD 83)
 AD5887
 AD5887                          SUPERSEDED SURVEY CONTROL
 AD5887
 AD5887  NAVD 88 (06/15/91)    0.606  (m)            1.99   (f) SUPERSEDED  2 1
 AD5887  NGVD 29 (09/01/92)    1.155  (m)            3.79   (f) ADJUSTED    2 1
 AD5887
 AD5887.Superseded values are not recommended for survey control.
 AD5887
 AD5887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5887.See file dsdata.pdf to determine how the superseded data were derived.
 AD5887
 AD5887_MARKER: DJ = TIDAL STATION DISK
 AD5887_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5887_SP_SET: SEAWALL
 AD5887_STAMPING: NO 2 1973
 AD5887_MARK LOGO: NOS
 AD5887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5887+STABILITY: SURFACE MOTION
 AD5887
 AD5887  HISTORY     - Date     Condition        Report By
 AD5887  HISTORY     - 1973     MONUMENTED       NOS
 AD5887  HISTORY     - 1981     GOOD             FLDNR
 AD5887  HISTORY     - 1986     GOOD             FLDNR
 AD5887  HISTORY     - 1990     GOOD             USPSQD
 AD5887  HISTORY     - 1990     GOOD             USPSQD
 AD5887  HISTORY     - 1990     GOOD             USPSQD
 AD5887  HISTORY     - 1991     GOOD             USPSQD
 AD5887  HISTORY     - 19910618 GOOD             USPSQD
 AD5887  HISTORY     - 19940307 GOOD             USPSQD
 AD5887  HISTORY     - 19950311 GOOD             USPSQD
 AD5887  HISTORY     - 19980218 GOOD             USPSQD
 AD5887  HISTORY     - 20170311 GOOD             USPSQD
 AD5887
 AD5887                          STATION DESCRIPTION
 AD5887
 AD5887'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5887'2.1 MI EAST FROM DANIA.
 AD5887'BEGIN AT THE JUNCTION OF STATE ROAD A1A WITH U.S. HIGHWAY 1 IN DANIA,
 AD5887'GO 2.0 MILES EAST ON A1A TO THE JUNCTION OF A PAVED ROAD LEADING NORTH
 AD5887'TO JOHN U. LLOYD STATE RECREATION AREA, GO 0.1 MILE NORTH ON THE PAVED
 AD5887'ROAD TO THE MARK.  THE MARK IS SET IN THE SEAWALL UNDER THE SOUTH END
 AD5887'OF THE BRIDGE OVER DANIA SOUND, 45 FEET EAST OF THE CENTERLINE OF THE
 AD5887'BRIDGE, 115 FEET WEST OF BENCH MARK NO 1 1973, AND RECOVERED AS
 AD5887'DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5887
 AD5887                          STATION RECOVERY (1986)
 AD5887
 AD5887'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5887'RECOVERED IN GOOD CONDITION.
 AD5887
 AD5887                          STATION RECOVERY (1990)
 AD5887
 AD5887'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5887'RECOVERED IN GOOD CONDITION.
 AD5887
 AD5887                          STATION RECOVERY (1990)
 AD5887
 AD5887'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD5887'RECOVERED IN GOOD CONDITION.
 AD5887
 AD5887                          STATION RECOVERY (1990)
 AD5887
 AD5887'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5887'RECOVERED IN GOOD CONDITION.
 AD5887
 AD5887                          STATION RECOVERY (1991)
 AD5887
 AD5887'RECOVERY NOTE BY US POWER SQUADRON 1991 (EM)
 AD5887'RECOVERED IN GOOD CONDITION.
 AD5887
 AD5887                          STATION RECOVERY (1991)
 AD5887
 AD5887'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5887'RECOVERED IN GOOD CONDITION.
 AD5887
 AD5887                          STATION RECOVERY (1994)
 AD5887
 AD5887'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5887'RECOVERED IN GOOD CONDITION.
 AD5887
 AD5887                          STATION RECOVERY (1995)
 AD5887
 AD5887'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5887'RECOVERED IN GOOD CONDITION.
 AD5887
 AD5887                          STATION RECOVERY (1998)
 AD5887
 AD5887'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5887'RECOVERED IN GOOD CONDITION.
 AD5887
 AD5887                          STATION RECOVERY (2017)
 AD5887
 AD5887'RECOVERY NOTE BY US POWER SQUADRON 2017 (CAC)
 AD5887'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5888 ***********************************************************************
 AD5888  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5888  DESIGNATION -  872 2971 TIDAL 4
 AD5888  PID         -  AD5888
 AD5888  STATE/COUNTY-  FL/BROWARD
 AD5888  COUNTRY     -  US
 AD5888  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5888
 AD5888                         *CURRENT SURVEY CONTROL
 AD5888  ______________________________________________________________________
 AD5888* NAD 83(1986) POSITION- 26 03 19.     (N) 080 06 47.     (W)   SCALED
 AD5888* NAVD 88 ORTHO HEIGHT -     0.678 (meters)        2.22  (feet) ADJUSTED
 AD5888  ______________________________________________________________________
 AD5888  GEOID HEIGHT    -        -25.760 (meters)                     GEOID18
 AD5888  DYNAMIC HEIGHT  -          0.677 (meters)        2.22  (feet) COMP
 AD5888  MODELED GRAVITY -    979,051.6   (mgal)                       NAVD 88
 AD5888
 AD5888  VERT ORDER      -  SECOND    CLASS I
 AD5888
 AD5888.The horizontal coordinates were scaled from a map and have
 AD5888.an estimated accuracy of +/- 6 seconds.
 AD5888
 AD5888.The orthometric height was determined by differential leveling and
 AD5888.adjusted by the NATIONAL GEODETIC SURVEY
 AD5888.in September 1996.
 AD5888
 AD5888.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5888.GEOID18 height accuracy estimate available here.
 AD5888
 AD5888.This Tidal Bench Mark is designated as VM 5719
 AD5888.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5888
 AD5888.Click photographs - Photos may exist for this station.
 AD5888
 AD5888.The dynamic height is computed by dividing the NAVD 88
 AD5888.geopotential number by the normal gravity value computed on the
 AD5888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5888.degrees latitude (g = 980.6199 gals.).
 AD5888
 AD5888.The modeled gravity was interpolated from observed gravity values.
 AD5888
 AD5888;                    North         East    Units  Estimated Accuracy
 AD5888;SPC FL E     -   191,040.      288,750.      MT  (+/- 180 meters Scaled)
 AD5888
 AD5888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ887821(NAD 83)
 AD5888
 AD5888                          SUPERSEDED SURVEY CONTROL
 AD5888
 AD5888  NAVD 88 (06/15/91)    0.609  (m)            2.00   (f) SUPERSEDED  2 1
 AD5888  NGVD 29 (09/01/92)    1.158  (m)            3.80   (f) ADJUSTED    2 1
 AD5888
 AD5888.Superseded values are not recommended for survey control.
 AD5888
 AD5888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5888.See file dsdata.pdf to determine how the superseded data were derived.
 AD5888
 AD5888_MARKER: DJ = TIDAL STATION DISK
 AD5888_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5888_SP_SET: SEAWALL
 AD5888_STAMPING: NO 4 1973
 AD5888_MARK LOGO: NOS
 AD5888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5888+STABILITY: SURFACE MOTION
 AD5888
 AD5888  HISTORY     - Date     Condition        Report By
 AD5888  HISTORY     - 1973     MONUMENTED       NOS
 AD5888  HISTORY     - 1981     GOOD             FLDNR
 AD5888  HISTORY     - 1986     GOOD             FLDNR
 AD5888  HISTORY     - 1990     GOOD             USPSQD
 AD5888  HISTORY     - 1990     GOOD             USPSQD
 AD5888  HISTORY     - 1990     GOOD             USPSQD
 AD5888  HISTORY     - 1991     GOOD             USPSQD
 AD5888  HISTORY     - 19910618 GOOD             USPSQD
 AD5888  HISTORY     - 19940307 GOOD             USPSQD
 AD5888  HISTORY     - 19950311 GOOD             USPSQD
 AD5888  HISTORY     - 19980221 GOOD             USPSQD
 AD5888
 AD5888                          STATION DESCRIPTION
 AD5888
 AD5888'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5888'2.1 MI EAST FROM DANIA.
 AD5888'BEGIN AT THE JUNCTION OF STATE ROAD A1A WITH U.S. HIGHWAY 1 IN DANIA,
 AD5888'GO 2.0 MILES EAST ON A1A TO THE JUNCTION OF A PAVED ROAD LEADING NORTH
 AD5888'TO JOHN U. LLOYD STATE RECREATION AREA, GO 0.1 MILE NORTH ON THE PAVED
 AD5888'ROAD TO THE MARK.  THE MARK IS SET IN THE SEAWALL UNDER THE SOUTH END
 AD5888'OF THE BRIDGE OVER DANIA SOUND, 70 FEET WEST OF THE CENTERLINE OF THE
 AD5888'BRIDGE, AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5888
 AD5888                          STATION RECOVERY (1986)
 AD5888
 AD5888'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5888'RECOVERED IN GOOD CONDITION.
 AD5888
 AD5888                          STATION RECOVERY (1990)
 AD5888
 AD5888'RECOVERY NOTE BY US POWER SQUADRON 1990 (BJS)
 AD5888'RECOVERED IN GOOD CONDITION.
 AD5888
 AD5888                          STATION RECOVERY (1990)
 AD5888
 AD5888'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5888'RECOVERED IN GOOD CONDITION.
 AD5888
 AD5888                          STATION RECOVERY (1990)
 AD5888
 AD5888'RECOVERY NOTE BY US POWER SQUADRON 1990 (IB)
 AD5888'RECOVERED IN GOOD CONDITION.
 AD5888
 AD5888                          STATION RECOVERY (1991)
 AD5888
 AD5888'RECOVERY NOTE BY US POWER SQUADRON 1991 (EM)
 AD5888'RECOVERED IN GOOD CONDITION.
 AD5888
 AD5888                          STATION RECOVERY (1991)
 AD5888
 AD5888'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5888'RECOVERED IN GOOD CONDITION.
 AD5888
 AD5888                          STATION RECOVERY (1994)
 AD5888
 AD5888'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5888'RECOVERED IN GOOD CONDITION.
 AD5888
 AD5888                          STATION RECOVERY (1995)
 AD5888
 AD5888'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5888'RECOVERED IN GOOD CONDITION.
 AD5888
 AD5888                          STATION RECOVERY (1998)
 AD5888
 AD5888'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5888'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5889 ***********************************************************************
 AD5889  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5889  DESIGNATION -  872 2979 TIDAL 1
 AD5889  PID         -  AD5889
 AD5889  STATE/COUNTY-  FL/BROWARD
 AD5889  COUNTRY     -  US
 AD5889  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5889
 AD5889                         *CURRENT SURVEY CONTROL
 AD5889  ______________________________________________________________________
 AD5889* NAD 83(1986) POSITION- 26 02 25.     (N) 080 06 53.     (W)   SCALED
 AD5889* NAVD 88 ORTHO HEIGHT -     1.220 (meters)        4.00  (feet) ADJUSTED
 AD5889  ______________________________________________________________________
 AD5889  GEOID HEIGHT    -        -25.749 (meters)                     GEOID18
 AD5889  DYNAMIC HEIGHT  -          1.218 (meters)        4.00  (feet) COMP
 AD5889  MODELED GRAVITY -    979,050.7   (mgal)                       NAVD 88
 AD5889
 AD5889  VERT ORDER      -  SECOND    CLASS I
 AD5889
 AD5889.The horizontal coordinates were scaled from a map and have
 AD5889.an estimated accuracy of +/- 6 seconds.
 AD5889
 AD5889.The orthometric height was determined by differential leveling and
 AD5889.adjusted by the NATIONAL GEODETIC SURVEY
 AD5889.in June 1991.
 AD5889
 AD5889.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5889.GEOID18 height accuracy estimate available here.
 AD5889
 AD5889.This Tidal Bench Mark is designated as VM 5732
 AD5889.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5889
 AD5889.Click photographs - Photos may exist for this station.
 AD5889
 AD5889.The dynamic height is computed by dividing the NAVD 88
 AD5889.geopotential number by the normal gravity value computed on the
 AD5889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5889.degrees latitude (g = 980.6199 gals.).
 AD5889
 AD5889.The modeled gravity was interpolated from observed gravity values.
 AD5889
 AD5889;                    North         East    Units  Estimated Accuracy
 AD5889;SPC FL E     -   189,380.      288,600.      MT  (+/- 180 meters Scaled)
 AD5889
 AD5889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ885804(NAD 83)
 AD5889
 AD5889                          SUPERSEDED SURVEY CONTROL
 AD5889
 AD5889  NGVD 29 (09/01/92)    1.701  (m)            5.58   (f) ADJUSTED    2 1
 AD5889
 AD5889.Superseded values are not recommended for survey control.
 AD5889
 AD5889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5889.See file dsdata.pdf to determine how the superseded data were derived.
 AD5889
 AD5889_MARKER: DJ = TIDAL STATION DISK
 AD5889_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5889_SP_SET: WALKWAY
 AD5889_STAMPING: NO 1 1973
 AD5889_MARK LOGO: NOS
 AD5889_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5889
 AD5889  HISTORY     - Date     Condition        Report By
 AD5889  HISTORY     - 1973     MONUMENTED       NOS
 AD5889  HISTORY     - 1981     GOOD             FLDNR
 AD5889  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5889  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5889  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 AD5889  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 AD5889  HISTORY     - 20021222 MARK NOT FOUND   USPSQD
 AD5889
 AD5889                          STATION DESCRIPTION
 AD5889
 AD5889'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5889'1.9 MI NORTH FROM HOLLYWOOD.
 AD5889'BEGIN AT THE JUNCTION OF STATE ROAD 820 WITH STATE HIGHWAY A1A IN
 AD5889'HOLLYWOOD, GO 1.9 MILES NORTH ON A1A TO THE DEL LAGO RESORT MOTEL AND
 AD5889'THE MARK.  THE MARK BEARS 100 FEET WEST OF THE CENTERLINE OF A1A, 50.3
 AD5889'FEET EAST OF THE WEST EDGE OF THE SEAWALL BEHIND THE MOTEL, 32.3 FEET
 AD5889'NORTHWEST OF THE NORTHEAST CORNER OF THE BUILDING, 15 FEET WEST OF
 AD5889'THE NORTHEAST CORNER OF THE WALKWAY, AND RECOVERED AS DESCRIBED IN
 AD5889'NOS TIDAL DATA, QUAD 260802.
 AD5889
 AD5889                          STATION RECOVERY (1990)
 AD5889
 AD5889'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5889'MARK NOT FOUND.
 AD5889
 AD5889                          STATION RECOVERY (1991)
 AD5889
 AD5889'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5889'MARK NOT FOUND.
 AD5889
 AD5889                          STATION RECOVERY (1995)
 AD5889
 AD5889'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5889'MARK NOT FOUND.
 AD5889
 AD5889                          STATION RECOVERY (1998)
 AD5889
 AD5889'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5889'MARK NOT FOUND.
 AD5889
 AD5889                          STATION RECOVERY (2002)
 AD5889
 AD5889'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD5889'DESTROYED BY NEW SEAWALL
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5890 ***********************************************************************
 AD5890  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5890  DESIGNATION -  872 2979 TIDAL 2
 AD5890  PID         -  AD5890
 AD5890  STATE/COUNTY-  FL/BROWARD
 AD5890  COUNTRY     -  US
 AD5890  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5890
 AD5890                         *CURRENT SURVEY CONTROL
 AD5890  ______________________________________________________________________
 AD5890* NAD 83(1986) POSITION- 26 02 25.     (N) 080 06 53.     (W)   SCALED
 AD5890* NAVD 88 ORTHO HEIGHT -     1.231 (meters)        4.04  (feet) ADJUSTED
 AD5890  ______________________________________________________________________
 AD5890  GEOID HEIGHT    -        -25.749 (meters)                     GEOID18
 AD5890  DYNAMIC HEIGHT  -          1.229 (meters)        4.03  (feet) COMP
 AD5890  MODELED GRAVITY -    979,050.7   (mgal)                       NAVD 88
 AD5890
 AD5890  VERT ORDER      -  SECOND    CLASS I
 AD5890
 AD5890.The horizontal coordinates were scaled from a map and have
 AD5890.an estimated accuracy of +/- 6 seconds.
 AD5890
 AD5890.The orthometric height was determined by differential leveling and
 AD5890.adjusted by the NATIONAL GEODETIC SURVEY
 AD5890.in June 1991.
 AD5890
 AD5890.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5890.GEOID18 height accuracy estimate available here.
 AD5890
 AD5890.This Tidal Bench Mark is designated as VM 5733
 AD5890.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5890
 AD5890.Click photographs - Photos may exist for this station.
 AD5890
 AD5890.The dynamic height is computed by dividing the NAVD 88
 AD5890.geopotential number by the normal gravity value computed on the
 AD5890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5890.degrees latitude (g = 980.6199 gals.).
 AD5890
 AD5890.The modeled gravity was interpolated from observed gravity values.
 AD5890
 AD5890;                    North         East    Units  Estimated Accuracy
 AD5890;SPC FL E     -   189,380.      288,600.      MT  (+/- 180 meters Scaled)
 AD5890
 AD5890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ885804(NAD 83)
 AD5890
 AD5890                          SUPERSEDED SURVEY CONTROL
 AD5890
 AD5890  NGVD 29 (09/01/92)    1.711  (m)            5.61   (f) ADJUSTED    2 1
 AD5890
 AD5890.Superseded values are not recommended for survey control.
 AD5890
 AD5890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5890.See file dsdata.pdf to determine how the superseded data were derived.
 AD5890
 AD5890_MARKER: DJ = TIDAL STATION DISK
 AD5890_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5890_SP_SET: PORCH
 AD5890_STAMPING: NO 2 1973
 AD5890_MARK LOGO: NOS
 AD5890_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5890
 AD5890  HISTORY     - Date     Condition        Report By
 AD5890  HISTORY     - 1973     MONUMENTED       NOS
 AD5890  HISTORY     - 1981     GOOD             FLDNR
 AD5890  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5890  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5890  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 AD5890  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 AD5890  HISTORY     - 20021222 MARK NOT FOUND   USPSQD
 AD5890
 AD5890                          STATION DESCRIPTION
 AD5890
 AD5890'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5890'1.9 MI NORTH FROM HOLLYWOOD.
 AD5890'BEGIN AT THE JUNCTION OF STATE ROAD 820 WITH STATE HIGHWAY A1A IN
 AD5890'HOLLYWOOD, GO 1.9 MILES NORTH ON A1A TO THE DEL LAGO RESORT MOTEL AND
 AD5890'THE MARK.  THE MARK BEARS 22.5 FEET SOUTHEAST OF THE NORTHWEST CORNER
 AD5890'OF THE SEAWALL BEHIND MOTEL, 11.5 FEET EAST OF THE WEST EDGE OF THE
 AD5890'SEAWALL, 0.5 FOOT WEST OF THE WEST SIDE OF THE MOTEL, AND
 AD5890'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5890
 AD5890                          STATION RECOVERY (1990)
 AD5890
 AD5890'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5890'MARK NOT FOUND.
 AD5890
 AD5890                          STATION RECOVERY (1991)
 AD5890
 AD5890'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5890'MARK NOT FOUND.
 AD5890
 AD5890                          STATION RECOVERY (1995)
 AD5890
 AD5890'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5890'MARK NOT FOUND.
 AD5890
 AD5890                          STATION RECOVERY (1998)
 AD5890
 AD5890'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5890'MARK NOT FOUND.
 AD5890
 AD5890                          STATION RECOVERY (2002)
 AD5890
 AD5890'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD5890'DESTROYED BY NEW SEAWALL
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5891 ***********************************************************************
 AD5891  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5891  DESIGNATION -  872 2979 TIDAL 3
 AD5891  PID         -  AD5891
 AD5891  STATE/COUNTY-  FL/BROWARD
 AD5891  COUNTRY     -  US
 AD5891  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5891
 AD5891                         *CURRENT SURVEY CONTROL
 AD5891  ______________________________________________________________________
 AD5891* NAD 83(1986) POSITION- 26 02 25.     (N) 080 06 53.     (W)   SCALED
 AD5891* NAVD 88 ORTHO HEIGHT -     1.292 (meters)        4.24  (feet) ADJUSTED
 AD5891  ______________________________________________________________________
 AD5891  GEOID HEIGHT    -        -25.749 (meters)                     GEOID18
 AD5891  DYNAMIC HEIGHT  -          1.290 (meters)        4.23  (feet) COMP
 AD5891  MODELED GRAVITY -    979,050.7   (mgal)                       NAVD 88
 AD5891
 AD5891  VERT ORDER      -  SECOND    CLASS I
 AD5891
 AD5891.The horizontal coordinates were scaled from a map and have
 AD5891.an estimated accuracy of +/- 6 seconds.
 AD5891
 AD5891.The orthometric height was determined by differential leveling and
 AD5891.adjusted by the NATIONAL GEODETIC SURVEY
 AD5891.in June 1991.
 AD5891
 AD5891.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5891.GEOID18 height accuracy estimate available here.
 AD5891
 AD5891.This Tidal Bench Mark is designated as VM 5734
 AD5891.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5891
 AD5891.Click photographs - Photos may exist for this station.
 AD5891
 AD5891.The dynamic height is computed by dividing the NAVD 88
 AD5891.geopotential number by the normal gravity value computed on the
 AD5891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5891.degrees latitude (g = 980.6199 gals.).
 AD5891
 AD5891.The modeled gravity was interpolated from observed gravity values.
 AD5891
 AD5891;                    North         East    Units  Estimated Accuracy
 AD5891;SPC FL E     -   189,380.      288,600.      MT  (+/- 180 meters Scaled)
 AD5891
 AD5891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ885804(NAD 83)
 AD5891
 AD5891                          SUPERSEDED SURVEY CONTROL
 AD5891
 AD5891  NGVD 29 (09/01/92)    1.773  (m)            5.82   (f) ADJUSTED    2 1
 AD5891
 AD5891.Superseded values are not recommended for survey control.
 AD5891
 AD5891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5891.See file dsdata.pdf to determine how the superseded data were derived.
 AD5891
 AD5891_MARKER: DJ = TIDAL STATION DISK
 AD5891_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5891_SP_SET: PORCH
 AD5891_STAMPING: NO 3 1973
 AD5891_MARK LOGO: NOS
 AD5891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5891
 AD5891  HISTORY     - Date     Condition        Report By
 AD5891  HISTORY     - 1973     MONUMENTED       NOS
 AD5891  HISTORY     - 1981     GOOD             FLDNR
 AD5891  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5891  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5891  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 AD5891  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 AD5891  HISTORY     - 20021222 MARK NOT FOUND   USPSQD
 AD5891
 AD5891                          STATION DESCRIPTION
 AD5891
 AD5891'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5891'1.9 MI NORTH FROM HOLLYWOOD.
 AD5891'BEGIN AT THE JUNCTION OF STATE ROAD 820 WITH STATE HIGHWAY A1A IN
 AD5891'HOLLYWOOD, GO 1.9 MILES NORTH ON A1A TO THE DEL LAGO RESORT MOTEL AND
 AD5891'THE MARK.  THE MARK BEARS 10.4 FEET EAST OF THE WEST EDGE OF THE
 AD5891'SEAWALL, 9.9 FEET NORTH OF THE CENTER OF THE EAST/WEST WALKWAY BETWEEN
 AD5891'THE BUILDINGS, 0.5 FOOT WEST OF THE WEST WALL OF THE MOTEL, AND
 AD5891'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5891
 AD5891                          STATION RECOVERY (1990)
 AD5891
 AD5891'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5891'MARK NOT FOUND.
 AD5891
 AD5891                          STATION RECOVERY (1991)
 AD5891
 AD5891'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5891'MARK NOT FOUND.
 AD5891
 AD5891                          STATION RECOVERY (1995)
 AD5891
 AD5891'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5891'MARK NOT FOUND.
 AD5891
 AD5891                          STATION RECOVERY (1998)
 AD5891
 AD5891'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5891'MARK NOT FOUND.
 AD5891
 AD5891                          STATION RECOVERY (2002)
 AD5891
 AD5891'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD5891'DESTROYED BY NEW SEAWALL
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5892 ***********************************************************************
 AD5892  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5892  DESIGNATION -  872 2979 TIDAL 4
 AD5892  PID         -  AD5892
 AD5892  STATE/COUNTY-  FL/BROWARD
 AD5892  COUNTRY     -  US
 AD5892  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5892
 AD5892                         *CURRENT SURVEY CONTROL
 AD5892  ______________________________________________________________________
 AD5892* NAD 83(1986) POSITION- 26 02 25.     (N) 080 06 53.     (W)   SCALED
 AD5892* NAVD 88 ORTHO HEIGHT -     1.105 (meters)        3.63  (feet) ADJUSTED
 AD5892  ______________________________________________________________________
 AD5892  GEOID HEIGHT    -        -25.749 (meters)                     GEOID18
 AD5892  DYNAMIC HEIGHT  -          1.104 (meters)        3.62  (feet) COMP
 AD5892  MODELED GRAVITY -    979,050.7   (mgal)                       NAVD 88
 AD5892
 AD5892  VERT ORDER      -  SECOND    CLASS I
 AD5892
 AD5892.The horizontal coordinates were scaled from a map and have
 AD5892.an estimated accuracy of +/- 6 seconds.
 AD5892
 AD5892.The orthometric height was determined by differential leveling and
 AD5892.adjusted by the NATIONAL GEODETIC SURVEY
 AD5892.in June 1991.
 AD5892
 AD5892.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5892.GEOID18 height accuracy estimate available here.
 AD5892
 AD5892.This Tidal Bench Mark is designated as VM 5735
 AD5892.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5892
 AD5892.Click photographs - Photos may exist for this station.
 AD5892
 AD5892.The dynamic height is computed by dividing the NAVD 88
 AD5892.geopotential number by the normal gravity value computed on the
 AD5892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5892.degrees latitude (g = 980.6199 gals.).
 AD5892
 AD5892.The modeled gravity was interpolated from observed gravity values.
 AD5892
 AD5892;                    North         East    Units  Estimated Accuracy
 AD5892;SPC FL E     -   189,380.      288,600.      MT  (+/- 180 meters Scaled)
 AD5892
 AD5892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ885804(NAD 83)
 AD5892
 AD5892                          SUPERSEDED SURVEY CONTROL
 AD5892
 AD5892  NGVD 29 (09/01/92)    1.586  (m)            5.20   (f) ADJUSTED    2 1
 AD5892
 AD5892.Superseded values are not recommended for survey control.
 AD5892
 AD5892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5892.See file dsdata.pdf to determine how the superseded data were derived.
 AD5892
 AD5892_MARKER: DJ = TIDAL STATION DISK
 AD5892_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5892_SP_SET: WALKWAY
 AD5892_STAMPING: NO 4 1973
 AD5892_MARK LOGO: NOS
 AD5892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5892
 AD5892  HISTORY     - Date     Condition        Report By
 AD5892  HISTORY     - 1973     MONUMENTED       NOS
 AD5892  HISTORY     - 1981     GOOD             FLDNR
 AD5892  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5892  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5892  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 AD5892  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 AD5892  HISTORY     - 20021222 MARK NOT FOUND   USPSQD
 AD5892
 AD5892                          STATION DESCRIPTION
 AD5892
 AD5892'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5892'1.9 MI NORTH FROM HOLLYWOOD.
 AD5892'BEGIN AT THE JUNCTION OF STATE ROAD 820 WITH STATE HIGHWAY A1A IN
 AD5892'HOLLYWOOD, GO 1.9 MILES NORTH ON A1A TO THE DEL LAGO RESORT MOTEL AND
 AD5892'THE MARK.  THE MARK BEARS 100 FEET WEST OF THE CENTERLINE OF A1A, 25.3
 AD5892'FEET WEST OF THE EAST END OF THE WALKWAY, 8.3 FEET EAST OF THE
 AD5892'SOUTHWEST CORNER OF THE SEAWALL, AND RECOVERED AS DESCRIBED IN NOS
 AD5892'TIDAL DATA, QUAD 260802.
 AD5892
 AD5892                          STATION RECOVERY (1990)
 AD5892
 AD5892'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5892'MARK NOT FOUND.
 AD5892
 AD5892                          STATION RECOVERY (1991)
 AD5892
 AD5892'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5892'MARK NOT FOUND.
 AD5892
 AD5892                          STATION RECOVERY (1995)
 AD5892
 AD5892'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5892'MARK NOT FOUND.
 AD5892
 AD5892                          STATION RECOVERY (1998)
 AD5892
 AD5892'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5892'MARK NOT FOUND.
 AD5892
 AD5892                          STATION RECOVERY (2002)
 AD5892
 AD5892'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD5892'DESTROYED BY NEW SEAWALL
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5893 ***********************************************************************
 AD5893  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5893  DESIGNATION -  872 2979 TIDAL 5
 AD5893  PID         -  AD5893
 AD5893  STATE/COUNTY-  FL/BROWARD
 AD5893  COUNTRY     -  US
 AD5893  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5893
 AD5893                         *CURRENT SURVEY CONTROL
 AD5893  ______________________________________________________________________
 AD5893* NAD 83(1986) POSITION- 26 02 25.     (N) 080 06 53.     (W)   SCALED
 AD5893* NAVD 88 ORTHO HEIGHT -     1.250 (meters)        4.10  (feet) ADJUSTED
 AD5893  ______________________________________________________________________
 AD5893  GEOID HEIGHT    -        -25.749 (meters)                     GEOID18
 AD5893  DYNAMIC HEIGHT  -          1.248 (meters)        4.09  (feet) COMP
 AD5893  MODELED GRAVITY -    979,050.7   (mgal)                       NAVD 88
 AD5893
 AD5893  VERT ORDER      -  SECOND    CLASS I
 AD5893
 AD5893.The horizontal coordinates were scaled from a map and have
 AD5893.an estimated accuracy of +/- 6 seconds.
 AD5893
 AD5893.The orthometric height was determined by differential leveling and
 AD5893.adjusted by the NATIONAL GEODETIC SURVEY
 AD5893.in June 1991.
 AD5893
 AD5893.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5893.GEOID18 height accuracy estimate available here.
 AD5893
 AD5893.This Tidal Bench Mark is designated as VM 15832
 AD5893.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5893
 AD5893.Click photographs - Photos may exist for this station.
 AD5893
 AD5893.The dynamic height is computed by dividing the NAVD 88
 AD5893.geopotential number by the normal gravity value computed on the
 AD5893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5893.degrees latitude (g = 980.6199 gals.).
 AD5893
 AD5893.The modeled gravity was interpolated from observed gravity values.
 AD5893
 AD5893;                    North         East    Units  Estimated Accuracy
 AD5893;SPC FL E     -   189,380.      288,600.      MT  (+/- 180 meters Scaled)
 AD5893
 AD5893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ885804(NAD 83)
 AD5893
 AD5893                          SUPERSEDED SURVEY CONTROL
 AD5893
 AD5893  NGVD 29 (09/01/92)    1.731  (m)            5.68   (f) ADJUSTED    2 1
 AD5893
 AD5893.Superseded values are not recommended for survey control.
 AD5893
 AD5893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5893.See file dsdata.pdf to determine how the superseded data were derived.
 AD5893
 AD5893_MARKER: DJ = TIDAL STATION DISK
 AD5893_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5893_SP_SET: WALKWAY
 AD5893_STAMPING: NO 5 1973
 AD5893_MARK LOGO: NOS
 AD5893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5893
 AD5893  HISTORY     - Date     Condition        Report By
 AD5893  HISTORY     - 1973     MONUMENTED       NOS
 AD5893  HISTORY     - 1981     GOOD             FLDNR
 AD5893  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD5893  HISTORY     - 19910618 MARK NOT FOUND   USPSQD
 AD5893  HISTORY     - 19940308 MARK NOT FOUND   USPSQD
 AD5893  HISTORY     - 19950107 MARK NOT FOUND   USPSQD
 AD5893  HISTORY     - 19980221 MARK NOT FOUND   USPSQD
 AD5893  HISTORY     - 20021222 MARK NOT FOUND   USPSQD
 AD5893
 AD5893                          STATION DESCRIPTION
 AD5893
 AD5893'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5893'1.9 MI NORTH FROM HOLLYWOOD.
 AD5893'BEGIN AT THE JUNCTION OF STATE ROAD 820 WITH STATE HIGHWAY A1A IN
 AD5893'HOLLYWOOD, GO 1.9 MILES NORTH ON A1A TO THE DEL LAGO RESORT MOTEL AND
 AD5893'THE MARK.  THE MARK BEARS 45 FEET WEST OF THE CENTERLINE OF A1A,
 AD5893'3.7 FEET SOUTH OF THE SOUTHEAST CORNER OF THE MOTEL, AND RECOVERED
 AD5893'AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5893
 AD5893                          STATION RECOVERY (1990)
 AD5893
 AD5893'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5893'MARK NOT FOUND.
 AD5893
 AD5893                          STATION RECOVERY (1991)
 AD5893
 AD5893'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5893'MARK NOT FOUND.
 AD5893
 AD5893                          STATION RECOVERY (1994)
 AD5893
 AD5893'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5893'MARK NOT FOUND.
 AD5893
 AD5893                          STATION RECOVERY (1995)
 AD5893
 AD5893'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5893'MARK NOT FOUND.
 AD5893
 AD5893                          STATION RECOVERY (1998)
 AD5893
 AD5893'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5893'MARK NOT FOUND.
 AD5893
 AD5893                          STATION RECOVERY (2002)
 AD5893
 AD5893'RECOVERY NOTE BY US POWER SQUADRON 2002 (AM)
 AD5893'DESTROYED BY NEW SEAWALL
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5896 ***********************************************************************
 AD5896  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5896  DESIGNATION -  872 2982 4
 AD5896  PID         -  AD5896
 AD5896  STATE/COUNTY-  FL/BROWARD
 AD5896  COUNTRY     -  US
 AD5896  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5896
 AD5896                         *CURRENT SURVEY CONTROL
 AD5896  ______________________________________________________________________
 AD5896* NAD 83(1986) POSITION- 26 02 03.4    (N) 080 07 25.2    (W)   HD_HELD2
 AD5896* NAVD 88 ORTHO HEIGHT -     0.683 (meters)        2.24  (feet) ADJUSTED
 AD5896  ______________________________________________________________________
 AD5896  GEOID HEIGHT    -        -25.712 (meters)                     GEOID18
 AD5896  DYNAMIC HEIGHT  -          0.682 (meters)        2.24  (feet) COMP
 AD5896  MODELED GRAVITY -    979,050.7   (mgal)                       NAVD 88
 AD5896
 AD5896  VERT ORDER      -  SECOND    CLASS I
 AD5896
 AD5896.The horizontal coordinates were established by autonomous hand held GPS
 AD5896.observations and have an estimated accuracy of +/- 10 meters.
 AD5896
 AD5896.The orthometric height was determined by differential leveling and
 AD5896.adjusted by the NATIONAL GEODETIC SURVEY
 AD5896.in June 1991.
 AD5896
 AD5896.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5896.GEOID18 height accuracy estimate available here.
 AD5896
 AD5896.This Tidal Bench Mark is designated as VM 5737
 AD5896.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5896
 AD5896.Click photographs - Photos may exist for this station.
 AD5896
 AD5896.The dynamic height is computed by dividing the NAVD 88
 AD5896.geopotential number by the normal gravity value computed on the
 AD5896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5896.degrees latitude (g = 980.6199 gals.).
 AD5896
 AD5896.The modeled gravity was interpolated from observed gravity values.
 AD5896
 AD5896;                    North         East    Units  Estimated Accuracy
 AD5896;SPC FL E     -   188,707.      287,708.      MT  (+/- 10 meters HH2 GPS)
 AD5896
 AD5896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8767879774(NAD 83)
 AD5896
 AD5896                          SUPERSEDED SURVEY CONTROL
 AD5896
 AD5896  NGVD 29 (09/01/92)    1.164  (m)            3.82   (f) ADJUSTED    2 1
 AD5896
 AD5896.Superseded values are not recommended for survey control.
 AD5896
 AD5896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5896.See file dsdata.pdf to determine how the superseded data were derived.
 AD5896
 AD5896_MARKER: DJ = TIDAL STATION DISK
 AD5896_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5896_SP_SET: SEAWALL
 AD5896_STAMPING: NO 4 1973
 AD5896_MARK LOGO: NOS
 AD5896_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5896+STABILITY: SURFACE MOTION
 AD5896_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5896+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2017
 AD5896
 AD5896  HISTORY     - Date     Condition        Report By
 AD5896  HISTORY     - 1973     MONUMENTED       NOS
 AD5896  HISTORY     - 1981     GOOD             FLDNR
 AD5896  HISTORY     - 1990     GOOD             USPSQD
 AD5896  HISTORY     - 19910618 GOOD             USPSQD
 AD5896  HISTORY     - 19940307 POOR             USPSQD
 AD5896  HISTORY     - 19950107 GOOD             USPSQD
 AD5896  HISTORY     - 19960312 POOR             USPSQD
 AD5896  HISTORY     - 20061005 GOOD             FLDEP
 AD5896  HISTORY     - 20170311 GOOD             USPSQD
 AD5896
 AD5896                          STATION DESCRIPTION
 AD5896
 AD5896'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5896'0.5 MI WEST FROM HOLLYWOOD.
 AD5896'BEGIN AT THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 822 IN
 AD5896'HOLLYWOOD, GO 0.5 MILE WEST OF HIGHWAY 822 TO THE BRIDGE OVER WEST
 AD5896'LAKE AND THE MARK.  THE MARK IS SET IN THE U-SHAPED CONCRETE
 AD5896'BULKHEAD FOR THE EAST SIDE OF THE BRIDGE, 60 FEET SOUTH OF THE NORTH
 AD5896'45 DEGREE CORNER OF THE BULKHEAD, 52 FEET NORTH OF THE SOUTH 45
 AD5896'DEGREE CORNER OF THE BULKHEAD, DIRECTLY UNDER THE BRIDGE, AND
 AD5896'RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5896
 AD5896                          STATION RECOVERY (1990)
 AD5896
 AD5896'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5896'RECOVERED IN GOOD CONDITION.
 AD5896
 AD5896                          STATION RECOVERY (1991)
 AD5896
 AD5896'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5896'RECOVERED IN GOOD CONDITION.
 AD5896
 AD5896                          STATION RECOVERY (1994)
 AD5896
 AD5896'RECOVERY NOTE BY US POWER SQUADRON 1994
 AD5896'MARK RECOVERED IN POOR CONDITION.
 AD5896
 AD5896                          STATION RECOVERY (1995)
 AD5896
 AD5896'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5896'RECOVERED IN GOOD CONDITION.
 AD5896
 AD5896                          STATION RECOVERY (1996)
 AD5896
 AD5896'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD5896'MARK RECOVERED IN POOR CONDITION.
 AD5896
 AD5896                          STATION RECOVERY (2006)
 AD5896
 AD5896'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5896'RECOVERED AS DESCRIBED.
 AD5896
 AD5896                          STATION RECOVERY (2017)
 AD5896
 AD5896'RECOVERY NOTE BY US POWER SQUADRON 2017 (CAC)
 AD5896'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5897 ***********************************************************************
 AD5897  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5897  DESIGNATION -  872 2982 5
 AD5897  PID         -  AD5897
 AD5897  STATE/COUNTY-  FL/BROWARD
 AD5897  COUNTRY     -  US
 AD5897  USGS QUAD   -  PORT EVERGLADES (2018)
 AD5897
 AD5897                         *CURRENT SURVEY CONTROL
 AD5897  ______________________________________________________________________
 AD5897* NAD 83(1986) POSITION- 26 02 03.5    (N) 080 07 24.0    (W)   HD_HELD2
 AD5897* NAVD 88 ORTHO HEIGHT -     0.686 (meters)        2.25  (feet) ADJUSTED
 AD5897  ______________________________________________________________________
 AD5897  GEOID HEIGHT    -        -25.713 (meters)                     GEOID18
 AD5897  DYNAMIC HEIGHT  -          0.684 (meters)        2.24  (feet) COMP
 AD5897  MODELED GRAVITY -    979,050.7   (mgal)                       NAVD 88
 AD5897
 AD5897  VERT ORDER      -  SECOND    CLASS I
 AD5897
 AD5897.The horizontal coordinates were established by autonomous hand held GPS
 AD5897.observations and have an estimated accuracy of +/- 10 meters.
 AD5897
 AD5897.The orthometric height was determined by differential leveling and
 AD5897.adjusted by the NATIONAL GEODETIC SURVEY
 AD5897.in June 1991.
 AD5897
 AD5897.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5897.GEOID18 height accuracy estimate available here.
 AD5897
 AD5897.This Tidal Bench Mark is designated as VM 5738
 AD5897.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5897
 AD5897.Click photographs - Photos may exist for this station.
 AD5897
 AD5897.The dynamic height is computed by dividing the NAVD 88
 AD5897.geopotential number by the normal gravity value computed on the
 AD5897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5897.degrees latitude (g = 980.6199 gals.).
 AD5897
 AD5897.The modeled gravity was interpolated from observed gravity values.
 AD5897
 AD5897;                    North         East    Units  Estimated Accuracy
 AD5897;SPC FL E     -   188,710.      287,741.      MT  (+/- 10 meters HH2 GPS)
 AD5897
 AD5897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8771179777(NAD 83)
 AD5897
 AD5897                          SUPERSEDED SURVEY CONTROL
 AD5897
 AD5897  NGVD 29 (09/01/92)    1.166  (m)            3.83   (f) ADJUSTED    2 1
 AD5897
 AD5897.Superseded values are not recommended for survey control.
 AD5897
 AD5897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5897.See file dsdata.pdf to determine how the superseded data were derived.
 AD5897
 AD5897_MARKER: DJ = TIDAL STATION DISK
 AD5897_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD5897_SP_SET: SEAWALL
 AD5897_STAMPING: NO 5 1973
 AD5897_MARK LOGO: NOS
 AD5897_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5897+STABILITY: SURFACE MOTION
 AD5897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5897+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2017
 AD5897
 AD5897  HISTORY     - Date     Condition        Report By
 AD5897  HISTORY     - 1973     MONUMENTED       NOS
 AD5897  HISTORY     - 1981     GOOD             FLDNR
 AD5897  HISTORY     - 1990     GOOD             USPSQD
 AD5897  HISTORY     - 19910618 GOOD             USPSQD
 AD5897  HISTORY     - 19950107 GOOD             USPSQD
 AD5897  HISTORY     - 19980312 GOOD             USPSQD
 AD5897  HISTORY     - 20061005 GOOD             FLDEP
 AD5897  HISTORY     - 20070417 MARK NOT FOUND   INDIV
 AD5897  HISTORY     - 20140714 GOOD             GEOCAC
 AD5897  HISTORY     - 20170311 GOOD             USPSQD
 AD5897
 AD5897                          STATION DESCRIPTION
 AD5897
 AD5897'DESCRIBED BY FL DEPT OF NAT RES 1981
 AD5897'0.5 MI WEST FROM HOLLYWOOD.
 AD5897'BEGIN AT THE JUNCTION OF STATE ROAD A1A AND STATE ROAD 822 IN
 AD5897'HOLLYWOOD, GO 0.5 MILE WEST ON HIGHWAY 822 TO THE BRIDGE OVER WEST
 AD5897'LAKE AND THE MARK.  THE MARK BEARS 78 FEET WEST OF THE NORTHEAST END
 AD5897'OF THE U-SHAPED CONCRETE BULKHEAD FOR THE EAST SIDE OF THE BRIDGE,
 AD5897'AND RECOVERED AS DESCRIBED IN NOS TIDAL DATA, QUAD 260802.
 AD5897
 AD5897                          STATION RECOVERY (1990)
 AD5897
 AD5897'RECOVERY NOTE BY US POWER SQUADRON 1990 (JHH)
 AD5897'RECOVERED IN GOOD CONDITION.
 AD5897
 AD5897                          STATION RECOVERY (1991)
 AD5897
 AD5897'RECOVERY NOTE BY US POWER SQUADRON 1991 (JHH)
 AD5897'RECOVERED IN GOOD CONDITION.
 AD5897
 AD5897                          STATION RECOVERY (1995)
 AD5897
 AD5897'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD5897'RECOVERED IN GOOD CONDITION.
 AD5897
 AD5897                          STATION RECOVERY (1998)
 AD5897
 AD5897'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD5897'RECOVERED IN GOOD CONDITION.
 AD5897
 AD5897                          STATION RECOVERY (2006)
 AD5897
 AD5897'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JRH)
 AD5897'RECOVERED AS DESCRIBED.
 AD5897
 AD5897                          STATION RECOVERY (2007)
 AD5897
 AD5897'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2007
 AD5897'MARK NOT FOUND.
 AD5897
 AD5897                          STATION RECOVERY (2014)
 AD5897
 AD5897'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 AD5897'RECOVERED IN GOOD CONDITION.
 AD5897
 AD5897                          STATION RECOVERY (2017)
 AD5897
 AD5897'RECOVERY NOTE BY US POWER SQUADRON 2017 (CAC)
 AD5897'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3273 ***********************************************************************
 AC3273  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3273  DESIGNATION -  872 3026 F TIDAL
 AC3273  PID         -  AC3273
 AC3273  STATE/COUNTY-  FL/MIAMI-DADE
 AC3273  COUNTRY     -  US
 AC3273  USGS QUAD   -  NORTH MIAMI (2018)
 AC3273
 AC3273                         *CURRENT SURVEY CONTROL
 AC3273  ______________________________________________________________________
 AC3273* NAD 83(1986) POSITION- 25 57 58.     (N) 080 07 33.     (W)   SCALED
 AC3273* NAVD 88 ORTHO HEIGHT -     1.260 (meters)        4.13  (feet) ADJUSTED
 AC3273  ______________________________________________________________________
 AC3273  GEOID HEIGHT    -        -25.692 (meters)                     GEOID18
 AC3273  DYNAMIC HEIGHT  -          1.258 (meters)        4.13  (feet) COMP
 AC3273  MODELED GRAVITY -    979,048.1   (mgal)                       NAVD 88
 AC3273
 AC3273  VERT ORDER      -  SECOND    CLASS I
 AC3273
 AC3273.The horizontal coordinates were scaled from a map and have
 AC3273.an estimated accuracy of +/- 6 seconds.
 AC3273
 AC3273.The orthometric height was determined by differential leveling and
 AC3273.adjusted by the NATIONAL GEODETIC SURVEY
 AC3273.in June 1991.
 AC3273
 AC3273.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3273.GEOID18 height accuracy estimate available here.
 AC3273
 AC3273.This Tidal Bench Mark is designated as VM 5742
 AC3273.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3273
 AC3273.Click photographs - Photos may exist for this station.
 AC3273
 AC3273.The dynamic height is computed by dividing the NAVD 88
 AC3273.geopotential number by the normal gravity value computed on the
 AC3273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3273.degrees latitude (g = 980.6199 gals.).
 AC3273
 AC3273.The modeled gravity was interpolated from observed gravity values.
 AC3273
 AC3273;                    North         East    Units  Estimated Accuracy
 AC3273;SPC FL E     -   181,150.      287,540.      MT  (+/- 180 meters Scaled)
 AC3273
 AC3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ875722(NAD 83)
 AC3273
 AC3273                          SUPERSEDED SURVEY CONTROL
 AC3273
 AC3273  NGVD 29 (09/01/92)    1.738  (m)            5.70   (f) ADJUSTED    2 1
 AC3273
 AC3273.Superseded values are not recommended for survey control.
 AC3273
 AC3273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3273.See file dsdata.pdf to determine how the superseded data were derived.
 AC3273
 AC3273_MARKER: DJ = TIDAL STATION DISK
 AC3273_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC3273_STAMPING: 3026 F 1981
 AC3273_MARK LOGO: NOS
 AC3273_PROJECTION: FLUSH
 AC3273_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3273_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3273+STABILITY: POSITION/ELEVATION WELL
 AC3273_ROD/PIPE-DEPTH: 4.57 meters
 AC3273
 AC3273  HISTORY     - Date     Condition        Report By
 AC3273  HISTORY     - 1981     MONUMENTED       FLDNR
 AC3273  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AC3273  HISTORY     - 20041213 GOOD             FLDT
 AC3273  HISTORY     - 20090722 MARK NOT FOUND   DCPW
 AC3273  HISTORY     - 20091201 MARK NOT FOUND   DCPW
 AC3273
 AC3273                          STATION DESCRIPTION
 AC3273
 AC3273'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3273'2.6 MI EAST FROM HALLANDALE.
 AC3273'BEGIN ON U.S. HIGHWAY 1 AT THE ENTRANCE TO THE GULFSTREAM PARK
 AC3273'RACETRACK IN HALLANDALE, GO 1.2 MILES SOUTH ON U.S. 1 TO THE ENTRANCE
 AC3273'TO AVENTURA DEVELOPMENT AND AVENTURA BOULEVARD, GO 0.45 MILE EAST ON
 AC3273'AVENTURA BOULEVARD TO ITS END AT COUNTRY CLUB DRIVE, GO 0.925 MILE
 AC3273'NORTH AND EAST ON COUNTRY CLUB DRIVE TO THE MARK.  THE MARK BEARS
 AC3273'48.5 FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF COUNTRY
 AC3273'CLUB DRIVE, 12.9 FEET SOUTH-SOUTHEAST OF THE CENTER OF A MANHOLE
 AC3273'COVER, 1.4 FEET SOUTH OF THE SOUTH EDGE OF A BIKE PATH, 0.7 FOOT
 AC3273'NORTH OF A WOOD RAIL FENCE, APPROXIMATELY 240 FEET EAST OF BENCH MARK
 AC3273'3026 G 1981, AND 144 FEET SOUTH-SOUTHWEST OF BENCH MARK 3026 K 1981.
 AC3273'THE MARK IS 0.2 FT BELOW GROUND.
 AC3273
 AC3273                          STATION RECOVERY (1995)
 AC3273
 AC3273'RECOVERY NOTE BY US POWER SQUADRON 1995
 AC3273'MARK NOT FOUND.
 AC3273
 AC3273                          STATION RECOVERY (2004)
 AC3273
 AC3273'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AC3273'RECOVERED AS DESCRIBED
 AC3273
 AC3273                          STATION RECOVERY (2009)
 AC3273
 AC3273'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 2009 (LER)
 AC3273'MARK NOT FOUND.
 AC3273
 AC3273                          STATION RECOVERY (2009)
 AC3273
 AC3273'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 2009
 AC3273'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3272 ***********************************************************************
 AC3272  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3272  DESIGNATION -  872 3026 G TIDAL
 AC3272  PID         -  AC3272
 AC3272  STATE/COUNTY-  FL/MIAMI-DADE
 AC3272  COUNTRY     -  US
 AC3272  USGS QUAD   -  NORTH MIAMI (2018)
 AC3272
 AC3272                         *CURRENT SURVEY CONTROL
 AC3272  ______________________________________________________________________
 AC3272* NAD 83(1986) POSITION- 25 57 57.     (N) 080 07 35.     (W)   SCALED
 AC3272* NAVD 88 ORTHO HEIGHT -     1.269 (meters)        4.16  (feet) ADJUSTED
 AC3272  ______________________________________________________________________
 AC3272  GEOID HEIGHT    -        -25.689 (meters)                     GEOID18
 AC3272  DYNAMIC HEIGHT  -          1.266 (meters)        4.15  (feet) COMP
 AC3272  MODELED GRAVITY -    979,048.1   (mgal)                       NAVD 88
 AC3272
 AC3272  VERT ORDER      -  SECOND    CLASS I
 AC3272
 AC3272.The horizontal coordinates were scaled from a map and have
 AC3272.an estimated accuracy of +/- 6 seconds.
 AC3272
 AC3272.The orthometric height was determined by differential leveling and
 AC3272.adjusted by the NATIONAL GEODETIC SURVEY
 AC3272.in June 1991.
 AC3272
 AC3272.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3272.GEOID18 height accuracy estimate available here.
 AC3272
 AC3272.This Tidal Bench Mark is designated as VM 5743
 AC3272.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3272
 AC3272.Click photographs - Photos may exist for this station.
 AC3272
 AC3272.The dynamic height is computed by dividing the NAVD 88
 AC3272.geopotential number by the normal gravity value computed on the
 AC3272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3272.degrees latitude (g = 980.6199 gals.).
 AC3272
 AC3272.The modeled gravity was interpolated from observed gravity values.
 AC3272
 AC3272;                    North         East    Units  Estimated Accuracy
 AC3272;SPC FL E     -   181,120.      287,490.      MT  (+/- 180 meters Scaled)
 AC3272
 AC3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ874721(NAD 83)
 AC3272
 AC3272                          SUPERSEDED SURVEY CONTROL
 AC3272
 AC3272  NGVD 29 (09/01/92)    1.747  (m)            5.73   (f) ADJUSTED    2 1
 AC3272
 AC3272.Superseded values are not recommended for survey control.
 AC3272
 AC3272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3272.See file dsdata.pdf to determine how the superseded data were derived.
 AC3272
 AC3272_MARKER: DJ = TIDAL STATION DISK
 AC3272_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC3272_STAMPING: 3026 G 1981
 AC3272_MARK LOGO: NOS
 AC3272_PROJECTION: FLUSH
 AC3272_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3272_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3272+STABILITY: POSITION/ELEVATION WELL
 AC3272_ROD/PIPE-DEPTH: 7.32 meters
 AC3272
 AC3272  HISTORY     - Date     Condition        Report By
 AC3272  HISTORY     - 1981     MONUMENTED       FLDNR
 AC3272  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AC3272  HISTORY     - 20041213 GOOD             FLDT
 AC3272  HISTORY     - 20090722 MARK NOT FOUND   DCPW
 AC3272
 AC3272                          STATION DESCRIPTION
 AC3272
 AC3272'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3272'2.55 MI EAST FROM HALLANDALE.
 AC3272'BEGIN ON U.S. HIGHWAY 1 AT THE ENTRANCE TO THE GULFSTREAM PARK
 AC3272'RACETRACK IN HALLANDALE, GO 1.2 MILES SOUTH ON U.S. 1 TO THE ENTRANCE
 AC3272'TO AVENTURA DEVELOPMENT AND AVENTURA BOULEVARD, GO 0.45 MILE EAST ON
 AC3272'AVENTURA BOULEVARD TO ITS END AT COUNTRY CLUB DRIVE, GO 0.9 MILE
 AC3272'NORTH AND EAST ALONG COUNTRY CLUB DRIVE TO THE MARK.  THE MARK BEARS
 AC3272'39.9 FEET SOUTH OF THE EASTBOUND LANE OF COUNTRY CLUB DRIVE, 0.6 FOOT
 AC3272'NORTH OF A WOOD RAIL FENCE, 1.0 FOOT SOUTH OF THE SOUTH EDGE OF A
 AC3272'BIKE PATH, 90.5 FEET SOUTHEAST OF A CONCRETE LIGHT POLE NUMBERED
 AC3272'34 HO 1557 (ON THE SOUTH SIDE) AND 68 HO 1557 (ON THE NORTH SIDE),
 AC3272'APPROXIMATELY 280 FEET EAST OF BENCH MARK 3026 H 1981, AND
 AC3272'APPROXIMATELY 240 FEET WEST OF BENCH MARK 3026 F 1981.
 AC3272'THE MARK IS 0.2 FT BELOW GROUND.
 AC3272
 AC3272                          STATION RECOVERY (1995)
 AC3272
 AC3272'RECOVERY NOTE BY US POWER SQUADRON 1995
 AC3272'MARK NOT FOUND.
 AC3272
 AC3272                          STATION RECOVERY (2004)
 AC3272
 AC3272'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (RP)
 AC3272'RECOVERED AS DESCRIBED
 AC3272
 AC3272                          STATION RECOVERY (2009)
 AC3272
 AC3272'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 2009 (LER)
 AC3272'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3271 ***********************************************************************
 AC3271  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3271  DESIGNATION -  872 3026 H TIDAL
 AC3271  PID         -  AC3271
 AC3271  STATE/COUNTY-  FL/MIAMI-DADE
 AC3271  COUNTRY     -  US
 AC3271  USGS QUAD   -  NORTH MIAMI (2018)
 AC3271
 AC3271                         *CURRENT SURVEY CONTROL
 AC3271  ______________________________________________________________________
 AC3271* NAD 83(1986) POSITION- 25 57 56.     (N) 080 07 40.     (W)   SCALED
 AC3271* NAVD 88 ORTHO HEIGHT -     0.972 (meters)        3.19  (feet) ADJUSTED
 AC3271  ______________________________________________________________________
 AC3271  GEOID HEIGHT    -        -25.684 (meters)                     GEOID18
 AC3271  DYNAMIC HEIGHT  -          0.971 (meters)        3.19  (feet) COMP
 AC3271  MODELED GRAVITY -    979,048.2   (mgal)                       NAVD 88
 AC3271
 AC3271  VERT ORDER      -  SECOND    CLASS I
 AC3271
 AC3271.The horizontal coordinates were scaled from a map and have
 AC3271.an estimated accuracy of +/- 6 seconds.
 AC3271
 AC3271.The orthometric height was determined by differential leveling and
 AC3271.adjusted by the NATIONAL GEODETIC SURVEY
 AC3271.in June 1991.
 AC3271
 AC3271.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3271.GEOID18 height accuracy estimate available here.
 AC3271
 AC3271.This Tidal Bench Mark is designated as VM 5744
 AC3271.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3271
 AC3271.Click photographs - Photos may exist for this station.
 AC3271
 AC3271.The dynamic height is computed by dividing the NAVD 88
 AC3271.geopotential number by the normal gravity value computed on the
 AC3271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3271.degrees latitude (g = 980.6199 gals.).
 AC3271
 AC3271.The modeled gravity was interpolated from observed gravity values.
 AC3271
 AC3271;                    North         East    Units  Estimated Accuracy
 AC3271;SPC FL E     -   181,090.      287,350.      MT  (+/- 180 meters Scaled)
 AC3271
 AC3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ873721(NAD 83)
 AC3271
 AC3271                          SUPERSEDED SURVEY CONTROL
 AC3271
 AC3271  NGVD 29 (09/01/92)    1.450  (m)            4.76   (f) ADJUSTED    2 1
 AC3271
 AC3271.Superseded values are not recommended for survey control.
 AC3271
 AC3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3271.See file dsdata.pdf to determine how the superseded data were derived.
 AC3271
 AC3271_MARKER: DJ = TIDAL STATION DISK
 AC3271_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC3271_STAMPING: 3026 H 1981
 AC3271_MARK LOGO: NOS
 AC3271_PROJECTION: FLUSH
 AC3271_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3271_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3271+STABILITY: POSITION/ELEVATION WELL
 AC3271_ROD/PIPE-DEPTH: 6.10 meters
 AC3271
 AC3271  HISTORY     - Date     Condition        Report By
 AC3271  HISTORY     - 1981     MONUMENTED       FLDNR
 AC3271  HISTORY     - 19950722 GOOD             USPSQD
 AC3271  HISTORY     - 20090722 MARK NOT FOUND   DCPW
 AC3271
 AC3271                          STATION DESCRIPTION
 AC3271
 AC3271'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3271'2.5 MI EAST FROM HALLANDALE.
 AC3271'BEGIN ON U.S. HIGHWAY 1 AT THE ENTRANCE TO THE GULFSTREAM PARK
 AC3271'RACETRACK IN HALLANDALE, GO 1.2 MILES SOUTH ON U.S. 1 TO THE ENTRANCE
 AC3271'TO AVENTURA DEVELOPMENT AND AVENTURA BOULEVARD, GO 0.45 MILE EAST ON
 AC3271'AVENTURA BOULEVARD TO ITS END AT COUNTRY CLUB DRIVE, GO 0.85 MILE
 AC3271'NORTH AND EAST ALONG COUNTRY CLUB DRIVE TO THE MARK, WHICH IS A STEEL
 AC3271'ROD SET ON THE SOUTH SIDE OF THE ROAD.  THE MARK BEARS 28.8 FEET
 AC3271'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF COUNTRY CLUB DRIVE
 AC3271'WEST, 8.2 FEET NORTH OF THE NORTH EDGE OF A BIKE PATH, 4.3 FEET WEST
 AC3271'OF A 12-INCH DIAMETER PALM TREE (THE WESTERNMOST TREE IN A GROUP OF
 AC3271'FIVE PALMS), 70.6 FEET SOUTHEAST OF A CONCRETE LIGHT POLE NUMBERED
 AC3271'32 HO 1557 ON ITS SOUTH SIDE, AND 66 HO 1557 ON ITS NORTH SIDE, AND
 AC3271'APPROXIMATELY 280 FEET WEST OF BENCH MARK 3026 G 1981.
 AC3271'THE MARK IS 0.3 FT BELOW GROUND.
 AC3271
 AC3271                          STATION RECOVERY (1995)
 AC3271
 AC3271'RECOVERY NOTE BY US POWER SQUADRON 1995
 AC3271'RECOVERED IN GOOD CONDITION.
 AC3271
 AC3271                          STATION RECOVERY (2009)
 AC3271
 AC3271'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 2009 (LER)
 AC3271'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3275 ***********************************************************************
 AC3275  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3275  DESIGNATION -  872 3026 J TIDAL
 AC3275  PID         -  AC3275
 AC3275  STATE/COUNTY-  FL/MIAMI-DADE
 AC3275  COUNTRY     -  US
 AC3275  USGS QUAD   -  NORTH MIAMI (2018)
 AC3275
 AC3275                         *CURRENT SURVEY CONTROL
 AC3275  ______________________________________________________________________
 AC3275* NAD 83(1986) POSITION- 25 58 00.     (N) 080 07 31.     (W)   SCALED
 AC3275* NAVD 88 ORTHO HEIGHT -     0.938 (meters)        3.08  (feet) ADJUSTED
 AC3275  ______________________________________________________________________
 AC3275  GEOID HEIGHT    -        -25.694 (meters)                     GEOID18
 AC3275  DYNAMIC HEIGHT  -          0.937 (meters)        3.07  (feet) COMP
 AC3275  MODELED GRAVITY -    979,048.1   (mgal)                       NAVD 88
 AC3275
 AC3275  VERT ORDER      -  SECOND    CLASS I
 AC3275
 AC3275.The horizontal coordinates were scaled from a map and have
 AC3275.an estimated accuracy of +/- 6 seconds.
 AC3275
 AC3275.The orthometric height was determined by differential leveling and
 AC3275.adjusted by the NATIONAL GEODETIC SURVEY
 AC3275.in June 1991.
 AC3275
 AC3275.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3275.GEOID18 height accuracy estimate available here.
 AC3275
 AC3275.This Tidal Bench Mark is designated as VM 5745
 AC3275.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3275
 AC3275.Click photographs - Photos may exist for this station.
 AC3275
 AC3275.The dynamic height is computed by dividing the NAVD 88
 AC3275.geopotential number by the normal gravity value computed on the
 AC3275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3275.degrees latitude (g = 980.6199 gals.).
 AC3275
 AC3275.The modeled gravity was interpolated from observed gravity values.
 AC3275
 AC3275;                    North         East    Units  Estimated Accuracy
 AC3275;SPC FL E     -   181,220.      287,600.      MT  (+/- 180 meters Scaled)
 AC3275
 AC3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ875722(NAD 83)
 AC3275
 AC3275                          SUPERSEDED SURVEY CONTROL
 AC3275
 AC3275  NGVD 29 (09/01/92)    1.416  (m)            4.65   (f) ADJUSTED    2 1
 AC3275
 AC3275.Superseded values are not recommended for survey control.
 AC3275
 AC3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3275.See file dsdata.pdf to determine how the superseded data were derived.
 AC3275
 AC3275_MARKER: DJ = TIDAL STATION DISK
 AC3275_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3275_SP_SET: STORM DRAIN FOUNDATION
 AC3275_STAMPING: 3026 J 1981
 AC3275_MARK LOGO: NOS
 AC3275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3275+STABILITY: SURFACE MOTION
 AC3275
 AC3275  HISTORY     - Date     Condition        Report By
 AC3275  HISTORY     - 1981     MONUMENTED       FLDNR
 AC3275  HISTORY     - 19950722 GOOD             USPSQD
 AC3275  HISTORY     - 20091201 MARK NOT FOUND   DCPW
 AC3275
 AC3275                          STATION DESCRIPTION
 AC3275
 AC3275'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3275'2.6 MI EAST FROM HALLANDALE.
 AC3275'BEGIN ON U.S. HIGHWAY 1 AT THE ENTRANCE TO THE GULFSTREAM PARK
 AC3275'RACETRACK IN HALLANDALE, GO 1.2 MILES SOUTH ON U.S. 1 TO THE ENTRANCE
 AC3275'TO AVENTURA DEVELOPMENT AND AVENTURA BOULEVARD, GO 0.45 MILE EAST ON
 AC3275'AVENTURA BOULEVARD TO ITS END AT COUNTRY CLUB DRIVE, GO 1.0 MILE
 AC3275'NORTH AND EAST ALONG COUNTRY CLUB DRIVE TO THE MARK.  THE MARK BEARS
 AC3275'37.1 FEET NORTH-NORTHEAST OF THE WESTBOUND LANE OF COUNTRY CLUB DRIVE,
 AC3275'17.9 FEET SOUTH-SOUTHWEST OF THE EASTBOUND LANE OF COUNTRY CLUB DRIVE
 AC3275'(ALSO SOUTH OF THE INTERSECTION WITH THE EAST DRIVE TO THE FLAMENCO
 AC3275'TOWERS), 22.4 FEET NORTH-NORTHWEST OF A CONCRETE LIGHT POLE NUMBERED
 AC3275'2300 HO 18 (ON THE SOUTH SIDE) AND 19 (ON THE NORTH SIDE), AND
 AC3275'APPROXIMATELY 400 FEET WEST-NORTHWEST OF BENCH MARK 3026 K 1981.
 AC3275'THE MARK IS ABOVE LEVEL WITH ROAD.
 AC3275
 AC3275                          STATION RECOVERY (1995)
 AC3275
 AC3275'RECOVERY NOTE BY US POWER SQUADRON 1995
 AC3275'RECOVERED IN GOOD CONDITION.
 AC3275
 AC3275                          STATION RECOVERY (2009)
 AC3275
 AC3275'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 2009
 AC3275'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3274 ***********************************************************************
 AC3274  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3274  DESIGNATION -  872 3026 K TIDAL
 AC3274  PID         -  AC3274
 AC3274  STATE/COUNTY-  FL/MIAMI-DADE
 AC3274  COUNTRY     -  US
 AC3274  USGS QUAD   -  NORTH MIAMI (2018)
 AC3274
 AC3274                         *CURRENT SURVEY CONTROL
 AC3274  ______________________________________________________________________
 AC3274* NAD 83(1986) POSITION- 25 57 59.     (N) 080 07 32.     (W)   SCALED
 AC3274* NAVD 88 ORTHO HEIGHT -     0.954 (meters)        3.13  (feet) ADJUSTED
 AC3274  ______________________________________________________________________
 AC3274  GEOID HEIGHT    -        -25.693 (meters)                     GEOID18
 AC3274  DYNAMIC HEIGHT  -          0.953 (meters)        3.13  (feet) COMP
 AC3274  MODELED GRAVITY -    979,048.1   (mgal)                       NAVD 88
 AC3274
 AC3274  VERT ORDER      -  SECOND    CLASS I
 AC3274
 AC3274.The horizontal coordinates were scaled from a map and have
 AC3274.an estimated accuracy of +/- 6 seconds.
 AC3274
 AC3274.The orthometric height was determined by differential leveling and
 AC3274.adjusted by the NATIONAL GEODETIC SURVEY
 AC3274.in June 1991.
 AC3274
 AC3274.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3274.GEOID18 height accuracy estimate available here.
 AC3274
 AC3274.This Tidal Bench Mark is designated as VM 5746
 AC3274.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3274
 AC3274.Click photographs - Photos may exist for this station.
 AC3274
 AC3274.The dynamic height is computed by dividing the NAVD 88
 AC3274.geopotential number by the normal gravity value computed on the
 AC3274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3274.degrees latitude (g = 980.6199 gals.).
 AC3274
 AC3274.The modeled gravity was interpolated from observed gravity values.
 AC3274
 AC3274;                    North         East    Units  Estimated Accuracy
 AC3274;SPC FL E     -   181,180.      287,570.      MT  (+/- 180 meters Scaled)
 AC3274
 AC3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ875722(NAD 83)
 AC3274
 AC3274                          SUPERSEDED SURVEY CONTROL
 AC3274
 AC3274  NGVD 29 (09/01/92)    1.432  (m)            4.70   (f) ADJUSTED    2 1
 AC3274
 AC3274.Superseded values are not recommended for survey control.
 AC3274
 AC3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3274.See file dsdata.pdf to determine how the superseded data were derived.
 AC3274
 AC3274_MARKER: DJ = TIDAL STATION DISK
 AC3274_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3274_SP_SET: STORM DRAIN FOUNDATION
 AC3274_STAMPING: 3026 K 1981
 AC3274_MARK LOGO: NOS
 AC3274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3274+STABILITY: SURFACE MOTION
 AC3274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3274+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2009
 AC3274
 AC3274  HISTORY     - Date     Condition        Report By
 AC3274  HISTORY     - 1981     MONUMENTED       FLDNR
 AC3274  HISTORY     - 19950722 GOOD             USPSQD
 AC3274  HISTORY     - 20090722 GOOD             DCPW
 AC3274
 AC3274                          STATION DESCRIPTION
 AC3274
 AC3274'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3274'2.6 MI EAST FROM HALLANDALE.
 AC3274'BEGIN ON U.S. HIGHWAY 1 AT THE ENTRANCE TO THE GULFSTREAM PARK
 AC3274'RACETRACK IN HALLANDALE, GO 1.2 MILES SOUTH ON U.S. 1 TO THE ENTRANCE
 AC3274'TO AVENTURA DEVELOPMENT AND AVENTURA BOULEVARD, GO 0.45 MILE EAST ON
 AC3274'AVENTURA BOULEVARD TO ITS END ON COUNTRY CLUB DRIVE, GO 0.925 MILE
 AC3274'NORTH AND EAST ALONG COUNTRY CLUB DRIVE TO THE MARK.  THE MARK BEARS
 AC3274'26.4 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF COUNTRY
 AC3274'CLUB DRIVE, 69.7 FEET EAST OF THE CENTERLINE OF THE DRIVE TO THE
 AC3274'ELDORADO APARTMENTS, 10.9 FEET WEST OF THE SOUTHWEST CORNER OF A
 AC3274'CONCRETE BASE OF A BUS STOP AREA, 0.8 FOOT WEST OF THE NORTHEAST
 AC3274'CORNER OF A CONCRETE STORM DRAIN FOUNDATION, 55.0 FEET NORTH
 AC3274'NORTHEAST OF A CONCRETE LIGHT POLE NUMBERED 74 HO 1557 (ON THE
 AC3274'SOUTH SIDE) AND 73 HO 1557 (ON THE NORTH SIDE), AND APPROXIMATELY
 AC3274'400 FEET WEST-NORTHWEST OF BENCH MARK 3026 J 1981, AND 144 FEET
 AC3274'NORTH-NORTHEAST OF BENCH MARK 3026 F 1981.
 AC3274'THE MARK IS ABOVE LEVEL WITH ROAD.
 AC3274
 AC3274                          STATION RECOVERY (1995)
 AC3274
 AC3274'RECOVERY NOTE BY US POWER SQUADRON 1995
 AC3274'RECOVERED IN GOOD CONDITION.
 AC3274
 AC3274                          STATION RECOVERY (2009)
 AC3274
 AC3274'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 2009 (LER)
 AC3274'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3276 ***********************************************************************
 AC3276  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3276  DESIGNATION -  872 3026 TIDAL 5
 AC3276  PID         -  AC3276
 AC3276  STATE/COUNTY-  FL/MIAMI-DADE
 AC3276  COUNTRY     -  US
 AC3276  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC3276
 AC3276                         *CURRENT SURVEY CONTROL
 AC3276  ______________________________________________________________________
 AC3276* NAD 83(1986) POSITION- 25 58 01.     (N) 080 07 29.     (W)   SCALED
 AC3276* NAVD 88 ORTHO HEIGHT -     0.974 (meters)        3.20  (feet) ADJUSTED
 AC3276  ______________________________________________________________________
 AC3276  GEOID HEIGHT    -        -25.697 (meters)                     GEOID18
 AC3276  DYNAMIC HEIGHT  -          0.972 (meters)        3.19  (feet) COMP
 AC3276  MODELED GRAVITY -    979,048.0   (mgal)                       NAVD 88
 AC3276
 AC3276  VERT ORDER      -  SECOND    CLASS I
 AC3276
 AC3276.The horizontal coordinates were scaled from a map and have
 AC3276.an estimated accuracy of +/- 6 seconds.
 AC3276
 AC3276.The orthometric height was determined by differential leveling and
 AC3276.adjusted by the NATIONAL GEODETIC SURVEY
 AC3276.in June 1991.
 AC3276
 AC3276.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3276.GEOID18 height accuracy estimate available here.
 AC3276
 AC3276.This Tidal Bench Mark is designated as VM 5741
 AC3276.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3276
 AC3276.Click photographs - Photos may exist for this station.
 AC3276
 AC3276.The dynamic height is computed by dividing the NAVD 88
 AC3276.geopotential number by the normal gravity value computed on the
 AC3276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3276.degrees latitude (g = 980.6199 gals.).
 AC3276
 AC3276.The modeled gravity was interpolated from observed gravity values.
 AC3276
 AC3276;                    North         East    Units  Estimated Accuracy
 AC3276;SPC FL E     -   181,250.      287,650.      MT  (+/- 180 meters Scaled)
 AC3276
 AC3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876723(NAD 83)
 AC3276
 AC3276                          SUPERSEDED SURVEY CONTROL
 AC3276
 AC3276  NGVD 29 (09/01/92)    1.452  (m)            4.76   (f) ADJUSTED    2 1
 AC3276
 AC3276.Superseded values are not recommended for survey control.
 AC3276
 AC3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3276.See file dsdata.pdf to determine how the superseded data were derived.
 AC3276
 AC3276_MARKER: DJ = TIDAL STATION DISK
 AC3276_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3276_SP_SET: BASIN
 AC3276_STAMPING: NO 5 1973
 AC3276_MARK LOGO: NOS
 AC3276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3276+STABILITY: SURFACE MOTION
 AC3276
 AC3276  HISTORY     - Date     Condition        Report By
 AC3276  HISTORY     - 1973     MONUMENTED       NOS
 AC3276  HISTORY     - 1981     GOOD             FLDNR
 AC3276  HISTORY     - 19950722 GOOD             USPSQD
 AC3276  HISTORY     - 20090722 MARK NOT FOUND   DCPW
 AC3276
 AC3276                          STATION DESCRIPTION
 AC3276
 AC3276'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3276'3.5 MI SE FROM HALLANDALE.
 AC3276'BEGIN ON U.S. HIGHWAY 1 IN HALLANDALE, AT THE ENTRANCE TO THE
 AC3276'GULFSTREAM PARK RACETRACK, GO 1.2 MILES SOUTH ON U.S. 1 TO THE
 AC3276'ENTRANCE TO AVENTURA DEVELOPMENT AND AVENTURA BOULEVARD, GO 0.45
 AC3276'MILE EAST ON AVENTURA BOULEVARD TO ITS END AT COUNTRY CLUB DRIVE, GO
 AC3276'1.15 MILES NORTH AND EAST ON COUNTRY CLUB DRIVE TO THE ENTRANCE TO
 AC3276'THE HAMPTON CONDOMINIUM CONSTRUCTION SITE AND THE MARK.  THE MARK IS
 AC3276'LOCATED AT THE NORTHEAST CORNER OF THE CONDOMINIUM PROPERTY SITE AND
 AC3276'IS SET IN THE NORTHEAST CORNER OF A RECTANGULAR BASIN CUT OUT ADJACENT
 AC3276'TO THE INTRACOASTAL WATERWAY, AND RECOVERED AS DESCRIBED IN NOS TIDAL
 AC3276'DATA, QUAD 250801.  (ACCORDING TO THE CONSTRUCTION ENGINEERS THE MARK
 AC3276'WILL BE DESTROYED IN ABOUT A YEAR BY RECONSTRUCTION OF THE SEAWALL.)
 AC3276
 AC3276                          STATION RECOVERY (1995)
 AC3276
 AC3276'RECOVERY NOTE BY US POWER SQUADRON 1995
 AC3276'RECOVERED IN GOOD CONDITION.
 AC3276
 AC3276                          STATION RECOVERY (2009)
 AC3276
 AC3276'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 2009 (LER)
 AC3276'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3284 ***********************************************************************
 AC3284  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3284  DESIGNATION -  872 3044 F TIDAL
 AC3284  PID         -  AC3284
 AC3284  STATE/COUNTY-  FL/MIAMI-DADE
 AC3284  COUNTRY     -  US
 AC3284  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC3284
 AC3284                         *CURRENT SURVEY CONTROL
 AC3284  ______________________________________________________________________
 AC3284* NAD 83(1986) POSITION- 25 56 36.8    (N) 080 07 28.4    (W)   HD_HELD2
 AC3284* NAVD 88 ORTHO HEIGHT -     0.492 (meters)        1.61  (feet) ADJUSTED
 AC3284  ______________________________________________________________________
 AC3284  GEOID HEIGHT    -        -25.695 (meters)                     GEOID18
 AC3284  DYNAMIC HEIGHT  -          0.491 (meters)        1.61  (feet) COMP
 AC3284  MODELED GRAVITY -    979,046.6   (mgal)                       NAVD 88
 AC3284
 AC3284  VERT ORDER      -  SECOND    CLASS I
 AC3284
 AC3284.The horizontal coordinates were established by autonomous hand held GPS
 AC3284.observations and have an estimated accuracy of +/- 10 meters.
 AC3284
 AC3284.The orthometric height was determined by differential leveling and
 AC3284.adjusted by the NATIONAL GEODETIC SURVEY
 AC3284.in June 1991.
 AC3284
 AC3284.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3284.GEOID18 height accuracy estimate available here.
 AC3284
 AC3284.This Tidal Bench Mark is designated as VM 5749
 AC3284.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3284
 AC3284.Click photographs - Photos may exist for this station.
 AC3284
 AC3284.The dynamic height is computed by dividing the NAVD 88
 AC3284.geopotential number by the normal gravity value computed on the
 AC3284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3284.degrees latitude (g = 980.6199 gals.).
 AC3284
 AC3284.The modeled gravity was interpolated from observed gravity values.
 AC3284
 AC3284;                    North         East    Units  Estimated Accuracy
 AC3284;SPC FL E     -   178,655.      287,686.      MT  (+/- 10 meters HH2 GPS)
 AC3284
 AC3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8765669725(NAD 83)
 AC3284
 AC3284                          SUPERSEDED SURVEY CONTROL
 AC3284
 AC3284  NGVD 29 (09/01/92)    0.965  (m)            3.17   (f) ADJUSTED    2 1
 AC3284
 AC3284.Superseded values are not recommended for survey control.
 AC3284
 AC3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3284.See file dsdata.pdf to determine how the superseded data were derived.
 AC3284
 AC3284_MARKER: DD = SURVEY DISK
 AC3284_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3284_SP_SET: BOX DRAIN
 AC3284_STAMPING: 3044 F 1982 BSM
 AC3284_MARK LOGO: FLDNR
 AC3284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3284+STABILITY: SURFACE MOTION
 AC3284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3284+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2008
 AC3284
 AC3284  HISTORY     - Date     Condition        Report By
 AC3284  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3284  HISTORY     - 20080310 GOOD             DCPWD
 AC3284
 AC3284                          STATION DESCRIPTION
 AC3284
 AC3284'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3284'IN SUNNY ISLES.
 AC3284'BEGIN AT THE JUNCTION OF STATE ROAD 826 (SUNNY ISLES BOULEVARD) WITH
 AC3284'STATE ROAD A1A (COLLINS AVENUE) IN NORTH MIAMI BEACH, GO 0.8 MILE
 AC3284'NORTH ON A1A TO 178TH STREET, GO 0.1 MILE WEST ON 178TH STREET  TO
 AC3284'ATLANTIC BOULEVARD, GO 0.05 MILE NORTH ON ATLANTIC BOULEVARD TO 180TH
 AC3284'DRIVE, GO 0.15 MILE NORTHWEST ON 180TH DRIVE TO ITS END AT A
 AC3284'NORTH/SOUTH ROAD AND THE MARK.  THE MARK IS SET FLUSH IN THE CORNER
 AC3284'OF A 4-FOOT BY 3-FOOT CONCRETE BOX DRAIN.  THE MARK BEARS 14.7 FEET
 AC3284'WEST OF THE CENTERLINE OF A NORTH/SOUTH ROAD, 52.5 FEET WEST-NORTHWEST
 AC3284'OF BENCH MARK 3044 H 1982 BSM.  THE MARK IS ALSO ACROSS THE ROAD FROM
 AC3284'THE JUNCTION OF 180TH DRIVE AND A NORTH/SOUTH ROAD.
 AC3284'THE MARK IS ABOVE LEVEL WITH GROUND.
 AC3284
 AC3284                          STATION RECOVERY (2008)
 AC3284
 AC3284'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)
 AC3284'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3282 ***********************************************************************
 AC3282  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3282  DESIGNATION -  872 3044 G TIDAL
 AC3282  PID         -  AC3282
 AC3282  STATE/COUNTY-  FL/MIAMI-DADE
 AC3282  COUNTRY     -  US
 AC3282  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC3282
 AC3282                         *CURRENT SURVEY CONTROL
 AC3282  ______________________________________________________________________
 AC3282* NAD 83(1986) POSITION- 25 56 27.     (N) 080 07 18.     (W)   SCALED
 AC3282* NAVD 88 ORTHO HEIGHT -     1.395 (meters)        4.58  (feet) ADJUSTED
 AC3282  ______________________________________________________________________
 AC3282  GEOID HEIGHT    -        -25.708 (meters)                     GEOID18
 AC3282  DYNAMIC HEIGHT  -          1.393 (meters)        4.57  (feet) COMP
 AC3282  MODELED GRAVITY -    979,046.3   (mgal)                       NAVD 88
 AC3282
 AC3282  VERT ORDER      -  SECOND    CLASS I
 AC3282
 AC3282.The horizontal coordinates were scaled from a map and have
 AC3282.an estimated accuracy of +/- 6 seconds.
 AC3282
 AC3282.The orthometric height was determined by differential leveling and
 AC3282.adjusted by the NATIONAL GEODETIC SURVEY
 AC3282.in June 1991.
 AC3282
 AC3282.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3282.GEOID18 height accuracy estimate available here.
 AC3282
 AC3282.This Tidal Bench Mark is designated as VM 5750
 AC3282.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3282
 AC3282.Click photographs - Photos may exist for this station.
 AC3282
 AC3282.The dynamic height is computed by dividing the NAVD 88
 AC3282.geopotential number by the normal gravity value computed on the
 AC3282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3282.degrees latitude (g = 980.6199 gals.).
 AC3282
 AC3282.The modeled gravity was interpolated from observed gravity values.
 AC3282
 AC3282;                    North         East    Units  Estimated Accuracy
 AC3282;SPC FL E     -   178,360.      287,980.      MT  (+/- 180 meters Scaled)
 AC3282
 AC3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ879694(NAD 83)
 AC3282
 AC3282                          SUPERSEDED SURVEY CONTROL
 AC3282
 AC3282  NGVD 29 (09/01/92)    1.867  (m)            6.13   (f) ADJUSTED    2 1
 AC3282
 AC3282.Superseded values are not recommended for survey control.
 AC3282
 AC3282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3282.See file dsdata.pdf to determine how the superseded data were derived.
 AC3282
 AC3282_MARKER: DD = SURVEY DISK
 AC3282_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3282+WITH SETTING: PAVEMENT
 AC3282_SP_SET: TRAFFIC LIGHT FOUNDATION
 AC3282_STAMPING: 3044 G 1982 BSM
 AC3282_MARK LOGO: FLDNR
 AC3282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3282+STABILITY: SURFACE MOTION
 AC3282
 AC3282  HISTORY     - Date     Condition        Report By
 AC3282  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3282  HISTORY     - 20010621 MARK NOT FOUND   INDIV
 AC3282
 AC3282                          STATION DESCRIPTION
 AC3282
 AC3282'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3282'IN SUNNY ISLES.
 AC3282'BEGIN AT THE JUNCTION OF STATE ROAD 826 (SUNNY ISLES BOULEVARD) WITH
 AC3282'STATE ROAD A1A (COLLINS AVENUE) IN NORTH MIAMI BEACH, GO 0.8 MILE
 AC3282'SOUTH ALONG A1A TO THE MARK.  THE MARK IS SET FLUSH IN THE NORTHEAST
 AC3282'CORNER OF A CONCRETE FOUNDATION FOR A TRAFFIC CONTROL BOX. THE MARK
 AC3282'BEARS 18.3 FEET WEST OF THE WEST EDGE OF A1A, 31.3 FEET SOUTH OF THE
 AC3282'CENTERLINE OF 178TH STREET, AND 6.7 FEET NORTHWEST OF THE NORTHWEST
 AC3282'CORNER OF A SQUARE CONCRETE TRAFFIC LIGHT POWER POLE.
 AC3282'THE MARK IS 0.5 FT ABOVE SIDEWALK.
 AC3282
 AC3282                          STATION RECOVERY (2001)
 AC3282
 AC3282'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (KCJ)
 AC3282'THE STATION WAS NOT FOUND DUE TO CONSTRUCTION (WIDENING) OF STATE ROAD
 AC3282'A-1-A AND 178 STREET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3283 ***********************************************************************
 AC3283  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3283  DESIGNATION -  872 3044 H TIDAL
 AC3283  PID         -  AC3283
 AC3283  STATE/COUNTY-  FL/MIAMI-DADE
 AC3283  COUNTRY     -  US
 AC3283  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC3283
 AC3283                         *CURRENT SURVEY CONTROL
 AC3283  ______________________________________________________________________
 AC3283* NAD 83(1986) POSITION- 25 56 36.4    (N) 080 07 28.0    (W)   HD_HELD2
 AC3283* NAVD 88 ORTHO HEIGHT -     0.477 (meters)        1.57  (feet) ADJUSTED
 AC3283  ______________________________________________________________________
 AC3283  GEOID HEIGHT    -        -25.695 (meters)                     GEOID18
 AC3283  DYNAMIC HEIGHT  -          0.476 (meters)        1.56  (feet) COMP
 AC3283  MODELED GRAVITY -    979,046.6   (mgal)                       NAVD 88
 AC3283
 AC3283  VERT ORDER      -  SECOND    CLASS I
 AC3283
 AC3283.The horizontal coordinates were established by autonomous hand held GPS
 AC3283.observations and have an estimated accuracy of +/- 10 meters.
 AC3283
 AC3283.The orthometric height was determined by differential leveling and
 AC3283.adjusted by the NATIONAL GEODETIC SURVEY
 AC3283.in June 1991.
 AC3283
 AC3283.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3283.GEOID18 height accuracy estimate available here.
 AC3283
 AC3283.This Tidal Bench Mark is designated as VM 5751
 AC3283.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3283
 AC3283.Click photographs - Photos may exist for this station.
 AC3283
 AC3283.The dynamic height is computed by dividing the NAVD 88
 AC3283.geopotential number by the normal gravity value computed on the
 AC3283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3283.degrees latitude (g = 980.6199 gals.).
 AC3283
 AC3283.The modeled gravity was interpolated from observed gravity values.
 AC3283
 AC3283;                    North         East    Units  Estimated Accuracy
 AC3283;SPC FL E     -   178,643.      287,698.      MT  (+/- 10 meters HH2 GPS)
 AC3283
 AC3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8766769713(NAD 83)
 AC3283
 AC3283                          SUPERSEDED SURVEY CONTROL
 AC3283
 AC3283  NGVD 29 (09/01/92)    0.950  (m)            3.12   (f) ADJUSTED    2 1
 AC3283
 AC3283.Superseded values are not recommended for survey control.
 AC3283
 AC3283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3283.See file dsdata.pdf to determine how the superseded data were derived.
 AC3283
 AC3283_MARKER: DD = SURVEY DISK
 AC3283_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3283_SP_SET: BOX DRAIN
 AC3283_STAMPING: 3044 H 1982 BSM
 AC3283_MARK LOGO: FLDNR
 AC3283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3283+STABILITY: SURFACE MOTION
 AC3283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3283+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2008
 AC3283
 AC3283  HISTORY     - Date     Condition        Report By
 AC3283  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3283  HISTORY     - 20080310 GOOD             DCPWD
 AC3283
 AC3283                          STATION DESCRIPTION
 AC3283
 AC3283'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3283'IN SUNNY ISLES.
 AC3283'BEGIN AT THE JUNCTION OF STATE ROAD 826 (SUNNY ISLES BOULEVARD) WITH
 AC3283'STATE ROAD A1A (COLLINS AVENUE) IN NORTH MIAMI BEACH, GO 0.8 MILE
 AC3283'NORTH ON A1A TO 178TH STREET.  GO 0.1 MILE WEST ON 178TH STREET TO
 AC3283'ATLANTIC BLVD, GO 0.05 MILE NORTH ON ATLANTIC BOULEVARD TO 180TH
 AC3283'DRIVE, GO 0.15 MILE NORTHWEST ON 180TH DRIVE TO ITS END AT A
 AC3283'NORTH/SOUTH ROAD AND THE MARK.  THE MARK IS SET FLUSH IN THE CORNER
 AC3283'OF A 4-FOOT BY 3-FOOT CONCRETE BOX DRAIN.  THE MARK BEARS 29.2 FEET
 AC3283'EAST OF THE CENTERLINE OF THE NORTH/SOUTH ROAD, 25.5 FEET SOUTH OF
 AC3283'THE CENTERLINE OF 180TH DRIVE, 22.3 FEET NORTHWEST OF THE NORTHWEST
 AC3283'EDGE OF A SIDEWALK WHERE IT MAKES A RIGHT ANGLE TURN AND 52.5 FEET
 AC3283'EAST-SOUTHEAST OF BENCH MARK 3044 F 1982 BSM.
 AC3283
 AC3283                          STATION RECOVERY (2008)
 AC3283
 AC3283'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)
 AC3283'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3285 ***********************************************************************
 AC3285  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3285  DESIGNATION -  872 3044 TIDAL 3
 AC3285  PID         -  AC3285
 AC3285  STATE/COUNTY-  FL/MIAMI-DADE
 AC3285  COUNTRY     -  US
 AC3285  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC3285
 AC3285                         *CURRENT SURVEY CONTROL
 AC3285  ______________________________________________________________________
 AC3285* NAD 83(1986) POSITION- 25 56 31.     (N) 080 07 29.     (W)   SCALED
 AC3285* NAVD 88 ORTHO HEIGHT -     0.757 (meters)        2.48  (feet) ADJUSTED
 AC3285  ______________________________________________________________________
 AC3285  GEOID HEIGHT    -        -25.694 (meters)                     GEOID18
 AC3285  DYNAMIC HEIGHT  -          0.756 (meters)        2.48  (feet) COMP
 AC3285  MODELED GRAVITY -    979,046.6   (mgal)                       NAVD 88
 AC3285
 AC3285  VERT ORDER      -  SECOND    CLASS I
 AC3285
 AC3285.The horizontal coordinates were scaled from a map and have
 AC3285.an estimated accuracy of +/- 6 seconds.
 AC3285
 AC3285.The orthometric height was determined by differential leveling and
 AC3285.adjusted by the NATIONAL GEODETIC SURVEY
 AC3285.in June 1991.
 AC3285
 AC3285.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3285.GEOID18 height accuracy estimate available here.
 AC3285
 AC3285.This Tidal Bench Mark is designated as VM 5747
 AC3285.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3285
 AC3285.Click photographs - Photos may exist for this station.
 AC3285
 AC3285.The dynamic height is computed by dividing the NAVD 88
 AC3285.geopotential number by the normal gravity value computed on the
 AC3285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3285.degrees latitude (g = 980.6199 gals.).
 AC3285
 AC3285.The modeled gravity was interpolated from observed gravity values.
 AC3285
 AC3285;                    North         East    Units  Estimated Accuracy
 AC3285;SPC FL E     -   178,480.      287,670.      MT  (+/- 180 meters Scaled)
 AC3285
 AC3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876695(NAD 83)
 AC3285
 AC3285                          SUPERSEDED SURVEY CONTROL
 AC3285
 AC3285  NGVD 29 (09/01/92)    1.230  (m)            4.04   (f) ADJUSTED    2 1
 AC3285
 AC3285.Superseded values are not recommended for survey control.
 AC3285
 AC3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3285.See file dsdata.pdf to determine how the superseded data were derived.
 AC3285
 AC3285_MARKER: DJ = TIDAL STATION DISK
 AC3285_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3285_SP_SET: SEAWALL
 AC3285_STAMPING: NO 3 1973
 AC3285_MARK LOGO: NOS
 AC3285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3285+STABILITY: SURFACE MOTION
 AC3285
 AC3285  HISTORY     - Date     Condition        Report By
 AC3285  HISTORY     - 1973     MONUMENTED       NOS
 AC3285  HISTORY     - 1981     GOOD             FLDNR
 AC3285
 AC3285                          STATION DESCRIPTION
 AC3285
 AC3285'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3285'IN NORTH MIAMI BEACH.
 AC3285'BEGIN AT THE JUNCTION OF STATE ROAD 826 (SUNNY ISLES BOULEVARD) WITH
 AC3285'STATE ROAD A1A (COLLINS AVENUE), IN NORTH MIAMI BEACH, GO 0.8 MILE
 AC3285'NORTH ON A1A TO THE JUNCTION OF 178TH STREET, GO 0.1 MILE WEST ON
 AC3285'178TH STREET TO THE INTERSECTION OF ATLANTIC BOULEVARD, GO 0.05 MILE
 AC3285'NORTH ON ATLANTIC BOULEVARD TO THE JUNCTION OF 180TH DRIVE, GO 0.15
 AC3285'MILE NORTHWEST ON 180TH DRIVE TO ITS END AT A NORTH/SOUTH ROAD AND
 AC3285'THE MARK.  THE MARK IS SET IN THE SEAWALL WEST OF THE
 AC3285'JUNCTION OF THE NORTH/SOUTH ROAD AND 180TH DRIVE, WEST-NORTHWEST OF
 AC3285'THE CARIBBEAN BREEZE CONDOMINIUMS, AND 110.4 FEET NORTH OF THE
 AC3285'NORTHWEST PROPERTY CORNER OF THE EDEN ROC CONDOMINIUMS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3286 ***********************************************************************
 AC3286  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3286  DESIGNATION -  872 3044 TIDAL 5
 AC3286  PID         -  AC3286
 AC3286  STATE/COUNTY-  FL/MIAMI-DADE
 AC3286  COUNTRY     -  US
 AC3286  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC3286
 AC3286                         *CURRENT SURVEY CONTROL
 AC3286  ______________________________________________________________________
 AC3286* NAD 83(1986) POSITION- 25 56 31.     (N) 080 07 29.     (W)   SCALED
 AC3286* NAVD 88 ORTHO HEIGHT -     0.797 (meters)        2.61  (feet) ADJUSTED
 AC3286  ______________________________________________________________________
 AC3286  GEOID HEIGHT    -        -25.694 (meters)                     GEOID18
 AC3286  DYNAMIC HEIGHT  -          0.795 (meters)        2.61  (feet) COMP
 AC3286  MODELED GRAVITY -    979,046.6   (mgal)                       NAVD 88
 AC3286
 AC3286  VERT ORDER      -  SECOND    CLASS I
 AC3286
 AC3286.The horizontal coordinates were scaled from a map and have
 AC3286.an estimated accuracy of +/- 6 seconds.
 AC3286
 AC3286.The orthometric height was determined by differential leveling and
 AC3286.adjusted by the NATIONAL GEODETIC SURVEY
 AC3286.in June 1991.
 AC3286
 AC3286.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3286.GEOID18 height accuracy estimate available here.
 AC3286
 AC3286.This Tidal Bench Mark is designated as VM 5748
 AC3286.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3286
 AC3286.Click photographs - Photos may exist for this station.
 AC3286
 AC3286.The dynamic height is computed by dividing the NAVD 88
 AC3286.geopotential number by the normal gravity value computed on the
 AC3286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3286.degrees latitude (g = 980.6199 gals.).
 AC3286
 AC3286.The modeled gravity was interpolated from observed gravity values.
 AC3286
 AC3286;                    North         East    Units  Estimated Accuracy
 AC3286;SPC FL E     -   178,480.      287,670.      MT  (+/- 180 meters Scaled)
 AC3286
 AC3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876695(NAD 83)
 AC3286
 AC3286                          SUPERSEDED SURVEY CONTROL
 AC3286
 AC3286  NGVD 29 (09/01/92)    1.269  (m)            4.16   (f) ADJUSTED    2 1
 AC3286
 AC3286.Superseded values are not recommended for survey control.
 AC3286
 AC3286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3286.See file dsdata.pdf to determine how the superseded data were derived.
 AC3286
 AC3286_MARKER: DJ = TIDAL STATION DISK
 AC3286_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3286_SP_SET: SEAWALL
 AC3286_STAMPING: NO 5 1973
 AC3286_MARK LOGO: NOS
 AC3286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3286+STABILITY: SURFACE MOTION
 AC3286
 AC3286  HISTORY     - Date     Condition        Report By
 AC3286  HISTORY     - 1973     MONUMENTED       NOS
 AC3286  HISTORY     - 1981     GOOD             FLDNR
 AC3286  HISTORY     - 19950722 MARK NOT FOUND   USPSQD
 AC3286
 AC3286                          STATION DESCRIPTION
 AC3286
 AC3286'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3286'IN NORTH MIAMI BEACH.
 AC3286'BEGIN AT THE JUNCTION OF STATE ROAD 826 (SUNNY ISLES BOULEVARD) WITH
 AC3286'STATE ROAD A1A (COLLINS AVENUE), IN NORTH MIAMI BEACH, GO 0.8 MILE
 AC3286'NORTH ON A1A TO THE JUNCTION OF 178TH STREET, GO 0.1 MILE WEST ON
 AC3286'178TH STREET TO THE INTERSECTION OF ATLANTIC BOULEVARD, GO 0.05 MILE
 AC3286'NORTH ON ATLANTIC BOULEVARD TO THE JUNCTION OF 180TH DRIVE, GO 0.15
 AC3286'MILE NORTHWEST ON 180TH DRIVE TO ITS END AT A NORTH/SOUTH ROAD AND THE
 AC3286'MARK.  THE MARK IS SET IN THE SEAWALL NORTHWEST OF THE
 AC3286'JUNCTION OF 180TH DRIVE WITH THE NORTH/SOUTH ROAD, ABOUT
 AC3286'200 FEET NORTH OF BENCH MARK NO 3 1973, AND ABOUT 100 FEET
 AC3286'NORTH OF THE SOUTHWEST CORNER OF A WOODED AREA.
 AC3286
 AC3286                          STATION RECOVERY (1995)
 AC3286
 AC3286'RECOVERY NOTE BY US POWER SQUADRON 1995
 AC3286'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3279 ***********************************************************************
 AC3279  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3279  DESIGNATION -  872 3050 TIDAL 1
 AC3279  PID         -  AC3279
 AC3279  STATE/COUNTY-  FL/MIAMI-DADE
 AC3279  COUNTRY     -  US
 AC3279  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC3279
 AC3279                         *CURRENT SURVEY CONTROL
 AC3279  ______________________________________________________________________
 AC3279* NAD 83(1986) POSITION- 25 55 49.     (N) 080 07 11.     (W)   SCALED
 AC3279* NAVD 88 ORTHO HEIGHT -     2.754 (meters)        9.04  (feet) ADJUSTED
 AC3279  ______________________________________________________________________
 AC3279  GEOID HEIGHT    -        -25.716 (meters)                     GEOID18
 AC3279  DYNAMIC HEIGHT  -          2.750 (meters)        9.02  (feet) COMP
 AC3279  MODELED GRAVITY -    979,045.5   (mgal)                       NAVD 88
 AC3279
 AC3279  VERT ORDER      -  SECOND    CLASS I
 AC3279
 AC3279.The horizontal coordinates were scaled from a map and have
 AC3279.an estimated accuracy of +/- 6 seconds.
 AC3279
 AC3279.The orthometric height was determined by differential leveling and
 AC3279.adjusted by the NATIONAL GEODETIC SURVEY
 AC3279.in June 1991.
 AC3279
 AC3279.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3279.GEOID18 height accuracy estimate available here.
 AC3279
 AC3279.This Tidal Bench Mark is designated as VM 5752
 AC3279.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3279
 AC3279.Click photographs - Photos may exist for this station.
 AC3279
 AC3279.The dynamic height is computed by dividing the NAVD 88
 AC3279.geopotential number by the normal gravity value computed on the
 AC3279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3279.degrees latitude (g = 980.6199 gals.).
 AC3279
 AC3279.The modeled gravity was interpolated from observed gravity values.
 AC3279
 AC3279;                    North         East    Units  Estimated Accuracy
 AC3279;SPC FL E     -   177,190.      288,180.      MT  (+/- 180 meters Scaled)
 AC3279
 AC3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881682(NAD 83)
 AC3279
 AC3279                          SUPERSEDED SURVEY CONTROL
 AC3279
 AC3279  NGVD 29 (09/01/92)    3.227  (m)           10.59   (f) ADJUSTED    2 1
 AC3279
 AC3279.Superseded values are not recommended for survey control.
 AC3279
 AC3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3279.See file dsdata.pdf to determine how the superseded data were derived.
 AC3279
 AC3279_MARKER: DJ = TIDAL STATION DISK
 AC3279_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3279_SP_SET: MANHOLE COVER
 AC3279_STAMPING: NO 1 1973
 AC3279_MARK LOGO: NOS
 AC3279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3279
 AC3279  HISTORY     - Date     Condition        Report By
 AC3279  HISTORY     - 1973     MONUMENTED       NOS
 AC3279  HISTORY     - 1981     GOOD             FLDNR
 AC3279  HISTORY     - 20080310 MARK NOT FOUND   DCPWD
 AC3279
 AC3279                          STATION DESCRIPTION
 AC3279
 AC3279'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3279'IN NORTH MIAMI BEACH.
 AC3279'ORIGINAL DESCRIPTION IN NOS TIDAL DATA, QUAD 250801.  TO REACH
 AC3279'THE MARK BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A (COLLINS
 AC3279'AVENUE) AND STATE HIGHWAY 826 (SUNNY ISLES ROAD), PROCEED EASTWARD
 AC3279'TOWARD THE BEACH ALONG STATE HIGHWAY 826 UNTIL IT DEAD ENDS INTO
 AC3279'THE SAND.  THE MARK IS SET FLUSH IN THE NORTHWEST CORNER OF A
 AC3279'CONCRETE MANHOLE COVER, 56.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AC3279'OF THE TACKLE SHOP, AND 33.9 FEET NORTH OF A WIRE FENCE ON TOP OF A
 AC3279'SEAWALL WHICH SURROUNDS THE CASTAWAYS HOTEL.  THE MARK IS 1 FOOT
 AC3279'ABOVE GRADE LEVEL.
 AC3279
 AC3279                          STATION RECOVERY (2008)
 AC3279
 AC3279'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)
 AC3279'NEW BRIDGE
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3280 ***********************************************************************
 AC3280  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3280  DESIGNATION -  872 3050 TIDAL 2
 AC3280  PID         -  AC3280
 AC3280  STATE/COUNTY-  FL/MIAMI-DADE
 AC3280  COUNTRY     -  US
 AC3280  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC3280
 AC3280                         *CURRENT SURVEY CONTROL
 AC3280  ______________________________________________________________________
 AC3280* NAD 83(1986) POSITION- 25 55 49.     (N) 080 07 11.     (W)   SCALED
 AC3280* NAVD 88 ORTHO HEIGHT -     2.803 (meters)        9.20  (feet) ADJUSTED
 AC3280  ______________________________________________________________________
 AC3280  GEOID HEIGHT    -        -25.716 (meters)                     GEOID18
 AC3280  DYNAMIC HEIGHT  -          2.798 (meters)        9.18  (feet) COMP
 AC3280  MODELED GRAVITY -    979,045.5   (mgal)                       NAVD 88
 AC3280
 AC3280  VERT ORDER      -  SECOND    CLASS I
 AC3280
 AC3280.The horizontal coordinates were scaled from a map and have
 AC3280.an estimated accuracy of +/- 6 seconds.
 AC3280
 AC3280.The orthometric height was determined by differential leveling and
 AC3280.adjusted by the NATIONAL GEODETIC SURVEY
 AC3280.in June 1991.
 AC3280
 AC3280.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3280.GEOID18 height accuracy estimate available here.
 AC3280
 AC3280.This Tidal Bench Mark is designated as VM 5753
 AC3280.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3280
 AC3280.Click photographs - Photos may exist for this station.
 AC3280
 AC3280.The dynamic height is computed by dividing the NAVD 88
 AC3280.geopotential number by the normal gravity value computed on the
 AC3280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3280.degrees latitude (g = 980.6199 gals.).
 AC3280
 AC3280.The modeled gravity was interpolated from observed gravity values.
 AC3280
 AC3280;                    North         East    Units  Estimated Accuracy
 AC3280;SPC FL E     -   177,190.      288,180.      MT  (+/- 180 meters Scaled)
 AC3280
 AC3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881682(NAD 83)
 AC3280
 AC3280                          SUPERSEDED SURVEY CONTROL
 AC3280
 AC3280  NGVD 29 (09/01/92)    3.275  (m)           10.74   (f) ADJUSTED    2 1
 AC3280
 AC3280.Superseded values are not recommended for survey control.
 AC3280
 AC3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3280.See file dsdata.pdf to determine how the superseded data were derived.
 AC3280
 AC3280_MARKER: DJ = TIDAL STATION DISK
 AC3280_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3280_SP_SET: SEAWALL
 AC3280_STAMPING: NO 2 1973
 AC3280_MARK LOGO: NOS
 AC3280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3280+STABILITY: SURFACE MOTION
 AC3280
 AC3280  HISTORY     - Date     Condition        Report By
 AC3280  HISTORY     - 1973     MONUMENTED       NOS
 AC3280  HISTORY     - 1981     GOOD             FLDNR
 AC3280  HISTORY     - 20080310 MARK NOT FOUND   DCPWD
 AC3280
 AC3280                          STATION DESCRIPTION
 AC3280
 AC3280'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3280'IN NORTH MIAMI BEACH.
 AC3280'ORIGINAL DESCRIPTION IN NOS TIDAL DATA, QUAD 250801.  TO REACH
 AC3280'THE MARK BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A (COLLINS
 AC3280'AVENUE) AND STATE HIGHWAY 826 (SUNNY ISLES ROAD), PROCEED EASTWARD
 AC3280'TOWARDS THE BEACH ALONG STATE HIGHWAY 826 UNTIL IT DEAD ENDS INTO
 AC3280'THE SAND.  THE MARK IS SET FLUSH IN THE CONCRETE SEAWALL LOCATED
 AC3280'JUST NORTH OF THE CASTAWAYS HOTEL, 53.2 FEET SOUTHEAST OF BENCH MARK
 AC3280'NO 1 1973, AND 6.5 FEET EAST OF THE WEST END OF THE SEAWALL.  MARK
 AC3280'IS ABOUT LEVEL WITH THE TOP OF THE SEAWALL.
 AC3280
 AC3280                          STATION RECOVERY (2008)
 AC3280
 AC3280'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)
 AC3280'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3278 ***********************************************************************
 AC3278  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3278  DESIGNATION -  872 3050 TIDAL 3
 AC3278  PID         -  AC3278
 AC3278  STATE/COUNTY-  FL/MIAMI-DADE
 AC3278  COUNTRY     -  US
 AC3278  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC3278
 AC3278                         *CURRENT SURVEY CONTROL
 AC3278  ______________________________________________________________________
 AC3278* NAD 83(1986) POSITION- 25 55 49.     (N) 080 07 11.     (W)   SCALED
 AC3278* NAVD 88 ORTHO HEIGHT -     2.978 (meters)        9.77  (feet) ADJUSTED
 AC3278  ______________________________________________________________________
 AC3278  GEOID HEIGHT    -        -25.716 (meters)                     GEOID18
 AC3278  DYNAMIC HEIGHT  -          2.974 (meters)        9.76  (feet) COMP
 AC3278  MODELED GRAVITY -    979,045.5   (mgal)                       NAVD 88
 AC3278
 AC3278  VERT ORDER      -  SECOND    CLASS I
 AC3278
 AC3278.The horizontal coordinates were scaled from a map and have
 AC3278.an estimated accuracy of +/- 6 seconds.
 AC3278
 AC3278.The orthometric height was determined by differential leveling and
 AC3278.adjusted by the NATIONAL GEODETIC SURVEY
 AC3278.in June 1991.
 AC3278
 AC3278.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3278.GEOID18 height accuracy estimate available here.
 AC3278
 AC3278.This Tidal Bench Mark is designated as VM 5754
 AC3278.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3278
 AC3278.Click photographs - Photos may exist for this station.
 AC3278
 AC3278.The dynamic height is computed by dividing the NAVD 88
 AC3278.geopotential number by the normal gravity value computed on the
 AC3278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3278.degrees latitude (g = 980.6199 gals.).
 AC3278
 AC3278.The modeled gravity was interpolated from observed gravity values.
 AC3278
 AC3278;                    North         East    Units  Estimated Accuracy
 AC3278;SPC FL E     -   177,190.      288,180.      MT  (+/- 180 meters Scaled)
 AC3278
 AC3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881682(NAD 83)
 AC3278
 AC3278                          SUPERSEDED SURVEY CONTROL
 AC3278
 AC3278  NGVD 29 (09/01/92)    3.451  (m)           11.32   (f) ADJUSTED    2 1
 AC3278
 AC3278.Superseded values are not recommended for survey control.
 AC3278
 AC3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3278.See file dsdata.pdf to determine how the superseded data were derived.
 AC3278
 AC3278_MARKER: DJ = TIDAL STATION DISK
 AC3278_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3278_SP_SET: CURB
 AC3278_STAMPING: NO 3 1973
 AC3278_MARK LOGO: NOS
 AC3278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3278
 AC3278  HISTORY     - Date     Condition        Report By
 AC3278  HISTORY     - 1973     MONUMENTED       NOS
 AC3278  HISTORY     - 1981     GOOD             FLDNR
 AC3278  HISTORY     - 20080310 MARK NOT FOUND   DCPWD
 AC3278
 AC3278                          STATION DESCRIPTION
 AC3278
 AC3278'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3278'IN NORTH MIAMI BEACH.
 AC3278'ORIGINAL DESCRIPTION IN NOS TIDAL DATA, QUAD 250801.  TO REACH
 AC3278'THE MARK BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A (COLLINS
 AC3278'AVENUE) AND STATE HIGHWAY 826 (SUNNY ISLES ROAD), PROCEED EASTWARD
 AC3278'TOWARDS THE BEACH ALONG STATE HIGHWAY 826 UNTIL IT DEAD ENDS INTO
 AC3278'THE SAND.  THE MARK IS SET FLUSH IN THE CONCRETE CURBING, 50.4
 AC3278'FEET WEST OF THE SOUTHWEST CORNER OF THE TACKLE SHOP, AND 14
 AC3278'FEET WEST OF THE CENTER OF THE EXIT-ENTRANCE GATE TO THE NEWPORT
 AC3278'FISHING PIER.  MARK IS 1 FOOT ABOVE THE ROAD SURFACE.
 AC3278
 AC3278                          STATION RECOVERY (2008)
 AC3278
 AC3278'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)
 AC3278'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3277 ***********************************************************************
 AC3277  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3277  DESIGNATION -  872 3050 TIDAL 4
 AC3277  PID         -  AC3277
 AC3277  STATE/COUNTY-  FL/MIAMI-DADE
 AC3277  COUNTRY     -  US
 AC3277  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC3277
 AC3277                         *CURRENT SURVEY CONTROL
 AC3277  ______________________________________________________________________
 AC3277* NAD 83(1986) POSITION- 25 55 49.     (N) 080 07 11.     (W)   SCALED
 AC3277* NAVD 88 ORTHO HEIGHT -     3.071 (meters)       10.08  (feet) ADJUSTED
 AC3277  ______________________________________________________________________
 AC3277  GEOID HEIGHT    -        -25.716 (meters)                     GEOID18
 AC3277  DYNAMIC HEIGHT  -          3.066 (meters)       10.06  (feet) COMP
 AC3277  MODELED GRAVITY -    979,045.5   (mgal)                       NAVD 88
 AC3277
 AC3277  VERT ORDER      -  SECOND    CLASS I
 AC3277
 AC3277.The horizontal coordinates were scaled from a map and have
 AC3277.an estimated accuracy of +/- 6 seconds.
 AC3277
 AC3277.The orthometric height was determined by differential leveling and
 AC3277.adjusted by the NATIONAL GEODETIC SURVEY
 AC3277.in June 1991.
 AC3277
 AC3277.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3277.GEOID18 height accuracy estimate available here.
 AC3277
 AC3277.This Tidal Bench Mark is designated as VM 5755
 AC3277.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3277
 AC3277.Click photographs - Photos may exist for this station.
 AC3277
 AC3277.The dynamic height is computed by dividing the NAVD 88
 AC3277.geopotential number by the normal gravity value computed on the
 AC3277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3277.degrees latitude (g = 980.6199 gals.).
 AC3277
 AC3277.The modeled gravity was interpolated from observed gravity values.
 AC3277
 AC3277;                    North         East    Units  Estimated Accuracy
 AC3277;SPC FL E     -   177,190.      288,180.      MT  (+/- 180 meters Scaled)
 AC3277
 AC3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ881682(NAD 83)
 AC3277
 AC3277                          SUPERSEDED SURVEY CONTROL
 AC3277
 AC3277  NGVD 29 (09/01/92)    3.544  (m)           11.63   (f) ADJUSTED    2 1
 AC3277
 AC3277.Superseded values are not recommended for survey control.
 AC3277
 AC3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3277.See file dsdata.pdf to determine how the superseded data were derived.
 AC3277
 AC3277_MARKER: DJ = TIDAL STATION DISK
 AC3277_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3277_SP_SET: CURB
 AC3277_STAMPING: NO 4 1973
 AC3277_MARK LOGO: NOS
 AC3277_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3277
 AC3277  HISTORY     - Date     Condition        Report By
 AC3277  HISTORY     - 1973     MONUMENTED       NOS
 AC3277  HISTORY     - 1981     GOOD             FLDNR
 AC3277  HISTORY     - 20080310 MARK NOT FOUND   DCPWD
 AC3277
 AC3277                          STATION DESCRIPTION
 AC3277
 AC3277'DESCRIBED BY FL DEPT OF NAT RES 1981
 AC3277'IN NORTH MIAMI BEACH.
 AC3277'DESCRIBED IN NOS TIDAL DATA, QUAD 250801.  TO REACH THE
 AC3277'MARK BEGIN AT THE INTERSECTION OF STATE HIGHWAY A1A (COLLINS AVENUE)
 AC3277'AND STATE HIGHWAY 826 (SUNNY ISLES ROAD), PROCEED EASTWARD TOWARDS
 AC3277'THE BEACH ALONG STATE HIGHWAY 826 UNTIL IT DEAD ENDS INTO THE SAND.
 AC3277'THE MARK IS SET FLUSH IN A CONCRETE CURBING, AND BEARS 46 FEET NORTH
 AC3277'OF THE CENTERLINE OF STATE HIGHWAY 826 LEADING TO THE NEWPORT FISHING
 AC3277'PIER, AND 31.5 FEET SOUTH OF THE CENTER OF THE DRIVEWAY LEADING TO
 AC3277'THE PARKING AREA.  MARK IS 1 FOOT ABOVE THE ROAD SURFACE.
 AC3277
 AC3277                          STATION RECOVERY (2008)
 AC3277
 AC3277'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)
 AC3277'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3334 ***********************************************************************
 AC3334  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3334  DESIGNATION -  872 3073 TIDAL 1
 AC3334  PID         -  AC3334
 AC3334  STATE/COUNTY-  FL/MIAMI-DADE
 AC3334  COUNTRY     -  US
 AC3334  USGS QUAD   -  NORTH MIAMI (2018)
 AC3334
 AC3334                         *CURRENT SURVEY CONTROL
 AC3334  ______________________________________________________________________
 AC3334* NAD 83(1986) POSITION- 25 54 13.74   (N) 080 07 32.90   (W)   HD_HELD1
 AC3334* NAVD 88 ORTHO HEIGHT -     0.808 (meters)        2.65  (feet) ADJUSTED
 AC3334  ______________________________________________________________________
 AC3334  GEOID HEIGHT    -        -25.688 (meters)                     GEOID18
 AC3334  DYNAMIC HEIGHT  -          0.806 (meters)        2.64  (feet) COMP
 AC3334  MODELED GRAVITY -    979,044.0   (mgal)                       NAVD 88
 AC3334
 AC3334  VERT ORDER      -  SECOND    CLASS I
 AC3334
 AC3334.The horizontal coordinates were determined by differentially corrected
 AC3334.hand held GPS observations or other comparable positioning techniques
 AC3334.and have an estimated accuracy of +/- 3 meters.
 AC3334
 AC3334.The orthometric height was determined by differential leveling and
 AC3334.adjusted by the NATIONAL GEODETIC SURVEY
 AC3334.in June 1991.
 AC3334
 AC3334.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3334.GEOID18 height accuracy estimate available here.
 AC3334
 AC3334.This Tidal Bench Mark is designated as VM 5758
 AC3334.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3334
 AC3334.Click photographs - Photos may exist for this station.
 AC3334
 AC3334.The dynamic height is computed by dividing the NAVD 88
 AC3334.geopotential number by the normal gravity value computed on the
 AC3334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3334.degrees latitude (g = 980.6199 gals.).
 AC3334
 AC3334.The modeled gravity was interpolated from observed gravity values.
 AC3334
 AC3334;                    North         East    Units  Estimated Accuracy
 AC3334;SPC FL E     -   174,251.5     287,590.5     MT  (+/- 3 meters HH1 GPS) 
 AC3334
 AC3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8756065324(NAD 83)
 AC3334
 AC3334                          SUPERSEDED SURVEY CONTROL
 AC3334
 AC3334  NGVD 29 (09/01/92)    1.283  (m)            4.21   (f) ADJUSTED    2 1
 AC3334
 AC3334.Superseded values are not recommended for survey control.
 AC3334
 AC3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3334.See file dsdata.pdf to determine how the superseded data were derived.
 AC3334
 AC3334_MARKER: DJ = TIDAL STATION DISK
 AC3334_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3334_SP_SET: BULKHEAD
 AC3334_STAMPING: NO 1 1973
 AC3334_MARK LOGO: NOS
 AC3334_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3334+STABILITY: SURFACE MOTION
 AC3334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3334+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2017
 AC3334
 AC3334  HISTORY     - Date     Condition        Report By
 AC3334  HISTORY     - 1973     MONUMENTED       NOS
 AC3334  HISTORY     - 1982     GOOD             FLDNR
 AC3334  HISTORY     - 19940411 GOOD             USPSQD
 AC3334  HISTORY     - 20080415 GOOD             DCPWD
 AC3334  HISTORY     - 20140721 GOOD             GEOCAC
 AC3334  HISTORY     - 20170728 GOOD             FLDEP
 AC3334
 AC3334                          STATION DESCRIPTION
 AC3334
 AC3334'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3334'1.1 MI NORTH FROM BAL HARBOUR.
 AC3334'IN BAL HARBOUR
 AC3334'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER BAKERS HAULOVER CUT, GO 0.4
 AC3334'MILE NORTH ON A1A TO THE ENTRANCE TO THE HAULOVER MARINA AND THE MARK
 AC3334'AT THE SOUTH END OF THE MARINA.  THE MARK BEARS 120 FEET SOUTH OF THE
 AC3334'CENTER OF PIER NO. 1, 36 FEET EAST OF THE NORTHWEST CORNER OF THE
 AC3334'FUELING PIER, THE MARK IS RECESSED IN ASPHALT.
 AC3334'THE MARK IS ABOVE LEVEL WITH BULKHEAD.
 AC3334
 AC3334                          STATION RECOVERY (1994)
 AC3334
 AC3334'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3334'RECOVERED IN GOOD CONDITION.
 AC3334
 AC3334                          STATION RECOVERY (2008)
 AC3334
 AC3334'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)
 AC3334'RECOVERED IN GOOD CONDITION.
 AC3334
 AC3334                          STATION RECOVERY (2014)
 AC3334
 AC3334'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 AC3334'RECOVERED IN GOOD CONDITION.
 AC3334
 AC3334                          STATION RECOVERY (2017)
 AC3334
 AC3334'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (JRH)
 AC3334'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3335 ***********************************************************************
 AC3335  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3335  DESIGNATION -  872 3073 TIDAL 2
 AC3335  PID         -  AC3335
 AC3335  STATE/COUNTY-  FL/MIAMI-DADE
 AC3335  COUNTRY     -  US
 AC3335  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC3335
 AC3335                         *CURRENT SURVEY CONTROL
 AC3335  ______________________________________________________________________
 AC3335* NAD 83(1986) POSITION- 25 54 13.     (N) 080 07 29.     (W)   SCALED
 AC3335* NAVD 88 ORTHO HEIGHT -     0.784 (meters)        2.57  (feet) ADJUSTED
 AC3335  ______________________________________________________________________
 AC3335  GEOID HEIGHT    -        -25.693 (meters)                     GEOID18
 AC3335  DYNAMIC HEIGHT  -          0.783 (meters)        2.57  (feet) COMP
 AC3335  MODELED GRAVITY -    979,044.0   (mgal)                       NAVD 88
 AC3335
 AC3335  VERT ORDER      -  SECOND    CLASS I
 AC3335
 AC3335.The horizontal coordinates were scaled from a map and have
 AC3335.an estimated accuracy of +/- 6 seconds.
 AC3335
 AC3335.The orthometric height was determined by differential leveling and
 AC3335.adjusted by the NATIONAL GEODETIC SURVEY
 AC3335.in June 1991.
 AC3335
 AC3335.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3335.GEOID18 height accuracy estimate available here.
 AC3335
 AC3335.This Tidal Bench Mark is designated as VM 5759
 AC3335.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3335
 AC3335.Click photographs - Photos may exist for this station.
 AC3335
 AC3335.The dynamic height is computed by dividing the NAVD 88
 AC3335.geopotential number by the normal gravity value computed on the
 AC3335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3335.degrees latitude (g = 980.6199 gals.).
 AC3335
 AC3335.The modeled gravity was interpolated from observed gravity values.
 AC3335
 AC3335;                    North         East    Units  Estimated Accuracy
 AC3335;SPC FL E     -   174,230.      287,700.      MT  (+/- 180 meters Scaled)
 AC3335
 AC3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876653(NAD 83)
 AC3335
 AC3335                          SUPERSEDED SURVEY CONTROL
 AC3335
 AC3335  NGVD 29 (09/01/92)    1.260  (m)            4.13   (f) ADJUSTED    2 1
 AC3335
 AC3335.Superseded values are not recommended for survey control.
 AC3335
 AC3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3335.See file dsdata.pdf to determine how the superseded data were derived.
 AC3335
 AC3335_MARKER: DJ = TIDAL STATION DISK
 AC3335_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3335_SP_SET: BULKHEAD
 AC3335_STAMPING: NO 2 1973
 AC3335_MARK LOGO: NOS
 AC3335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3335+STABILITY: SURFACE MOTION
 AC3335
 AC3335  HISTORY     - Date     Condition        Report By
 AC3335  HISTORY     - 1973     MONUMENTED       NOS
 AC3335  HISTORY     - 1982     GOOD             FLDNR
 AC3335  HISTORY     - 19940411 GOOD             USPSQD
 AC3335  HISTORY     - 20080415 MARK NOT FOUND   DCPWD
 AC3335
 AC3335                          STATION DESCRIPTION
 AC3335
 AC3335'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3335'1.1 MI NORTH FROM BAL HARBOUR.
 AC3335'IN BAL HARBOUR
 AC3335'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER BAKERS HAULOVER CUT, GO 0.4
 AC3335'MILE NORTH ON A1A TO THE ENTRANCE TO THE HAULOVER MARINA AND THE MARK
 AC3335'AT THE SOUTH END OF THE MARINA.  THE MARK BEARS 12 FEET NORTH OF THE
 AC3335'CENTER OF PIER NO. 1, 135 FEET NORTH OF NO 1 1973, RECESSED IN
 AC3335'ASPHALT.
 AC3335'THE MARK IS ABOVE LEVEL WITH BULKHEAD.
 AC3335
 AC3335                          STATION RECOVERY (1994)
 AC3335
 AC3335'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3335'RECOVERED IN GOOD CONDITION.
 AC3335
 AC3335                          STATION RECOVERY (2008)
 AC3335
 AC3335'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)
 AC3335'NEW CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3336 ***********************************************************************
 AC3336  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3336  DESIGNATION -  872 3073 TIDAL 3
 AC3336  PID         -  AC3336
 AC3336  STATE/COUNTY-  FL/MIAMI-DADE
 AC3336  COUNTRY     -  US
 AC3336  USGS QUAD   -  NORTH MIAMI (2018)
 AC3336
 AC3336                         *CURRENT SURVEY CONTROL
 AC3336  ______________________________________________________________________
 AC3336* NAD 83(1986) POSITION- 25 54 15.0    (N) 080 07 31.7    (W)   HD_HELD2
 AC3336* NAVD 88 ORTHO HEIGHT -     0.777 (meters)        2.55  (feet) ADJUSTED
 AC3336  ______________________________________________________________________
 AC3336  GEOID HEIGHT    -        -25.690 (meters)                     GEOID18
 AC3336  DYNAMIC HEIGHT  -          0.776 (meters)        2.55  (feet) COMP
 AC3336  MODELED GRAVITY -    979,044.0   (mgal)                       NAVD 88
 AC3336
 AC3336  VERT ORDER      -  SECOND    CLASS I
 AC3336
 AC3336.The horizontal coordinates were established by autonomous hand held GPS
 AC3336.observations and have an estimated accuracy of +/- 10 meters.
 AC3336
 AC3336.The orthometric height was determined by differential leveling and
 AC3336.adjusted by the NATIONAL GEODETIC SURVEY
 AC3336.in June 1991.
 AC3336
 AC3336.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3336.GEOID18 height accuracy estimate available here.
 AC3336
 AC3336.This Tidal Bench Mark is designated as VM 5760
 AC3336.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3336
 AC3336.Click photographs - Photos may exist for this station.
 AC3336
 AC3336.The dynamic height is computed by dividing the NAVD 88
 AC3336.geopotential number by the normal gravity value computed on the
 AC3336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3336.degrees latitude (g = 980.6199 gals.).
 AC3336
 AC3336.The modeled gravity was interpolated from observed gravity values.
 AC3336
 AC3336;                    North         East    Units  Estimated Accuracy
 AC3336;SPC FL E     -   174,291.      287,624.      MT  (+/- 10 meters HH2 GPS)
 AC3336
 AC3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8759365363(NAD 83)
 AC3336
 AC3336                          SUPERSEDED SURVEY CONTROL
 AC3336
 AC3336  NGVD 29 (09/01/92)    1.253  (m)            4.11   (f) ADJUSTED    2 1
 AC3336
 AC3336.Superseded values are not recommended for survey control.
 AC3336
 AC3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3336.See file dsdata.pdf to determine how the superseded data were derived.
 AC3336
 AC3336_MARKER: DJ = TIDAL STATION DISK
 AC3336_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3336_SP_SET: BULKHEAD
 AC3336_STAMPING: NO 3 1973
 AC3336_MARK LOGO: NOS
 AC3336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3336+STABILITY: SURFACE MOTION
 AC3336
 AC3336  HISTORY     - Date     Condition        Report By
 AC3336  HISTORY     - 1973     MONUMENTED       NOS
 AC3336  HISTORY     - 1982     GOOD             FLDNR
 AC3336  HISTORY     - 19940411 POOR             USPSQD
 AC3336  HISTORY     - 20140721 POOR             GEOCAC
 AC3336
 AC3336                          STATION DESCRIPTION
 AC3336
 AC3336'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3336'1.1 MI NORTH FROM BAL HARBOUR.
 AC3336'IN BAL HARBOUR
 AC3336'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER BAKERS HAULOVER CUT, GO 0.4
 AC3336'MILE NORTH ON A1A TO THE ENTRANCE TO THE HAULOVER MARINA AND THE MARK
 AC3336'NEAR THE SOUTH END OF THE MARINA.  THE MARK BEARS 255 FEET NORTH OF
 AC3336'NO 1 1973, 135 FEET NORTH OF THE CENTER OF PIER NO. 1, WEST OF THE
 AC3336'TICKET OFFICE FOR CHARTER BOATS, RECESSED IN ASPHALT.
 AC3336'THE MARK IS ABOVE LEVEL WITH BULKHEAD.
 AC3336
 AC3336                          STATION RECOVERY (1994)
 AC3336
 AC3336'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3336'MARK RECOVERED IN POOR CONDITION.
 AC3336
 AC3336                          STATION RECOVERY (2014)
 AC3336
 AC3336'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 AC3336'DISK SURFACE IS SEVERELY CORRODED AND IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3337 ***********************************************************************
 AC3337  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3337  DESIGNATION -  872 3073 TIDAL 4
 AC3337  PID         -  AC3337
 AC3337  STATE/COUNTY-  FL/MIAMI-DADE
 AC3337  COUNTRY     -  US
 AC3337  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC3337
 AC3337                         *CURRENT SURVEY CONTROL
 AC3337  ______________________________________________________________________
 AC3337* NAD 83(1986) POSITION- 25 54 13.     (N) 080 07 29.     (W)   SCALED
 AC3337* NAVD 88 ORTHO HEIGHT -     0.764 (meters)        2.51  (feet) ADJUSTED
 AC3337  ______________________________________________________________________
 AC3337  GEOID HEIGHT    -        -25.693 (meters)                     GEOID18
 AC3337  DYNAMIC HEIGHT  -          0.762 (meters)        2.50  (feet) COMP
 AC3337  MODELED GRAVITY -    979,044.0   (mgal)                       NAVD 88
 AC3337
 AC3337  VERT ORDER      -  SECOND    CLASS I
 AC3337
 AC3337.The horizontal coordinates were scaled from a map and have
 AC3337.an estimated accuracy of +/- 6 seconds.
 AC3337
 AC3337.The orthometric height was determined by differential leveling and
 AC3337.adjusted by the NATIONAL GEODETIC SURVEY
 AC3337.in June 1991.
 AC3337
 AC3337.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3337.GEOID18 height accuracy estimate available here.
 AC3337
 AC3337.This Tidal Bench Mark is designated as VM 5761
 AC3337.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3337
 AC3337.Click photographs - Photos may exist for this station.
 AC3337
 AC3337.The dynamic height is computed by dividing the NAVD 88
 AC3337.geopotential number by the normal gravity value computed on the
 AC3337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3337.degrees latitude (g = 980.6199 gals.).
 AC3337
 AC3337.The modeled gravity was interpolated from observed gravity values.
 AC3337
 AC3337;                    North         East    Units  Estimated Accuracy
 AC3337;SPC FL E     -   174,230.      287,700.      MT  (+/- 180 meters Scaled)
 AC3337
 AC3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876653(NAD 83)
 AC3337
 AC3337                          SUPERSEDED SURVEY CONTROL
 AC3337
 AC3337  NGVD 29 (09/01/92)    1.239  (m)            4.07   (f) ADJUSTED    2 1
 AC3337
 AC3337.Superseded values are not recommended for survey control.
 AC3337
 AC3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3337.See file dsdata.pdf to determine how the superseded data were derived.
 AC3337
 AC3337_MARKER: DJ = TIDAL STATION DISK
 AC3337_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3337_SP_SET: BULKHEAD
 AC3337_STAMPING: NO 4 1973
 AC3337_MARK LOGO: NOS
 AC3337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3337+STABILITY: SURFACE MOTION
 AC3337
 AC3337  HISTORY     - Date     Condition        Report By
 AC3337  HISTORY     - 1973     MONUMENTED       NOS
 AC3337  HISTORY     - 1982     GOOD             FLDNR
 AC3337  HISTORY     - 19940411 GOOD             USPSQD
 AC3337  HISTORY     - 20080415 MARK NOT FOUND   DCPWD
 AC3337
 AC3337                          STATION DESCRIPTION
 AC3337
 AC3337'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3337'1.1 MI NORTH FROM BAL HARBOUR.
 AC3337'IN BAL HARBOUR
 AC3337'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER BAKERS HAULOVER CUT, GO 0.4
 AC3337'MILE NORTH ON A1A TO THE ENTRANCE TO THE HAULOVER MARINA AND THE MARK
 AC3337'NEAR THE SOUTH END OF THE MARINA.  THE MARK IS SOUTHWEST OF THE DOCK
 AC3337'MASTERS OFFICE, 375 FEET NORTH OF NO 1 1973, 255 FEET NORTH OF THE
 AC3337'CENTER OF PIER NO. 1, RECESSED IN ASPHALT.
 AC3337'THE MARK IS ABOVE LEVEL WITH BULKHEAD.
 AC3337
 AC3337                          STATION RECOVERY (1994)
 AC3337
 AC3337'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3337'RECOVERED IN GOOD CONDITION.
 AC3337
 AC3337                          STATION RECOVERY (2008)
 AC3337
 AC3337'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)
 AC3337'NEW CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3338 ***********************************************************************
 AC3338  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3338  DESIGNATION -  872 3073 TIDAL 5
 AC3338  PID         -  AC3338
 AC3338  STATE/COUNTY-  FL/MIAMI-DADE
 AC3338  COUNTRY     -  US
 AC3338  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC3338
 AC3338                         *CURRENT SURVEY CONTROL
 AC3338  ______________________________________________________________________
 AC3338* NAD 83(1986) POSITION- 25 54 13.     (N) 080 07 29.     (W)   SCALED
 AC3338* NAVD 88 ORTHO HEIGHT -     0.768 (meters)        2.52  (feet) ADJUSTED
 AC3338  ______________________________________________________________________
 AC3338  GEOID HEIGHT    -        -25.693 (meters)                     GEOID18
 AC3338  DYNAMIC HEIGHT  -          0.767 (meters)        2.52  (feet) COMP
 AC3338  MODELED GRAVITY -    979,044.0   (mgal)                       NAVD 88
 AC3338
 AC3338  VERT ORDER      -  SECOND    CLASS I
 AC3338
 AC3338.The horizontal coordinates were scaled from a map and have
 AC3338.an estimated accuracy of +/- 6 seconds.
 AC3338
 AC3338.The orthometric height was determined by differential leveling and
 AC3338.adjusted by the NATIONAL GEODETIC SURVEY
 AC3338.in June 1991.
 AC3338
 AC3338.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3338.GEOID18 height accuracy estimate available here.
 AC3338
 AC3338.This Tidal Bench Mark is designated as VM 5762
 AC3338.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3338
 AC3338.Click photographs - Photos may exist for this station.
 AC3338
 AC3338.The dynamic height is computed by dividing the NAVD 88
 AC3338.geopotential number by the normal gravity value computed on the
 AC3338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3338.degrees latitude (g = 980.6199 gals.).
 AC3338
 AC3338.The modeled gravity was interpolated from observed gravity values.
 AC3338
 AC3338;                    North         East    Units  Estimated Accuracy
 AC3338;SPC FL E     -   174,230.      287,700.      MT  (+/- 180 meters Scaled)
 AC3338
 AC3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876653(NAD 83)
 AC3338
 AC3338                          SUPERSEDED SURVEY CONTROL
 AC3338
 AC3338  NGVD 29 (09/01/92)    1.243  (m)            4.08   (f) ADJUSTED    2 1
 AC3338
 AC3338.Superseded values are not recommended for survey control.
 AC3338
 AC3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3338.See file dsdata.pdf to determine how the superseded data were derived.
 AC3338
 AC3338_MARKER: DJ = TIDAL STATION DISK
 AC3338_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3338_SP_SET: BULKHEAD
 AC3338_STAMPING: NO 5 1973
 AC3338_MARK LOGO: NOS
 AC3338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3338+STABILITY: SURFACE MOTION
 AC3338
 AC3338  HISTORY     - Date     Condition        Report By
 AC3338  HISTORY     - 1973     MONUMENTED       NOS
 AC3338  HISTORY     - 1982     GOOD             FLDNR
 AC3338  HISTORY     - 19940411 MARK NOT FOUND   USPSQD
 AC3338
 AC3338                          STATION DESCRIPTION
 AC3338
 AC3338'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3338'1.1 MI NORTH FROM BAL HARBOUR.
 AC3338'IN BAL HARBOUR
 AC3338'BEGIN AT THE STATE HIGHWAY A1A BRIDGE OVER BAKERS HAULOVER CUT, GO 0.4
 AC3338'MILE NORTH ON A1A TO THE ENTRANCE TO THE HAULOVER MARINA AND THE MARK
 AC3338'NEAR THE SOUTH END OF THE MARINA.  THE MARK IS NORTHWEST OF THE DOCK
 AC3338'MASTERS OFFICE, 500 FEET NORTH OF NO 1 1973, 380 FEET NORTH OF THE
 AC3338'CENTER OF PIER NO. 1, RECESSED IN ASPHALT.
 AC3338'THE MARK IS ABOVE LEVEL WITH BULKHEAD.
 AC3338
 AC3338                          STATION RECOVERY (1994)
 AC3338
 AC3338'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3338'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4684 ***********************************************************************
 AC4684  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4684  DESIGNATION -  872 3080 A TIDAL
 AC4684  PID         -  AC4684
 AC4684  STATE/COUNTY-  FL/MIAMI-DADE
 AC4684  COUNTRY     -  US
 AC4684  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC4684
 AC4684                         *CURRENT SURVEY CONTROL
 AC4684  ______________________________________________________________________
 AC4684* NAD 83(2011) POSITION- 25 54 10.25800(N) 080 07 23.61818(W)   ADJUSTED
 AC4684* NAD 83(2011) ELLIP HT-   -24.842 (meters)        (06/27/12)   ADJUSTED
 AC4684* NAD 83(2011) EPOCH   -  2010.00
 AC4684* NAVD 88 ORTHO HEIGHT -     0.851 (meters)        2.79  (feet) ADJUSTED
 AC4684  ______________________________________________________________________
 AC4684  GEOID HEIGHT    -        -25.699 (meters)                     GEOID18
 AC4684  NAD 83(2011) X  -    984,753.926 (meters)                     COMP
 AC4684  NAD 83(2011) Y  - -5,655,922.331 (meters)                     COMP
 AC4684  NAD 83(2011) Z  -  2,769,373.340 (meters)                     COMP
 AC4684  LAPLACE CORR    -         -4.43  (seconds)                    DEFLEC18
 AC4684  DYNAMIC HEIGHT  -          0.850 (meters)        2.79  (feet) COMP
 AC4684  MODELED GRAVITY -    979,043.8   (mgal)                       NAVD 88
 AC4684
 AC4684  VERT ORDER      -  FIRST     CLASS II
 AC4684
 AC4684  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC4684  Standards:
 AC4684         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC4684            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC4684  -------------------------------------------------------------------
 AC4684  NETWORK    0.75   1.76           0.31   0.30   0.90     -0.11114457
 AC4684  -------------------------------------------------------------------
 AC4684  Click here for local accuracies and other accuracy information.
 AC4684
 AC4684.The horizontal coordinates were established by GPS observations
 AC4684.and adjusted by the National Geodetic Survey in June 2012.
 AC4684
 AC4684.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC4684.been affixed to the stable North American tectonic plate. See 
 AC4684.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC4684
 AC4684.The horizontal coordinates are valid at the epoch date displayed above
 AC4684.which is a decimal equivalence of Year/Month/Day.
 AC4684
 AC4684.The orthometric height was determined by differential leveling and
 AC4684.adjusted by the NATIONAL GEODETIC SURVEY
 AC4684.in May 1994.
 AC4684
 AC4684.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4684.GEOID18 height accuracy estimate available here.
 AC4684
 AC4684.This Tidal Bench Mark is designated as VM 667
 AC4684.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4684
 AC4684.Click photographs - Photos may exist for this station.
 AC4684
 AC4684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4684
 AC4684.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC4684
 AC4684.The ellipsoidal height was determined by GPS observations
 AC4684.and is referenced to NAD 83.
 AC4684
 AC4684.The dynamic height is computed by dividing the NAVD 88
 AC4684.geopotential number by the normal gravity value computed on the
 AC4684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4684.degrees latitude (g = 980.6199 gals.).
 AC4684
 AC4684.The modeled gravity was interpolated from observed gravity values.
 AC4684
 AC4684. The following values were computed from the NAD 83(2011) position.
 AC4684
 AC4684;                    North         East     Units Scale Factor Converg.
 AC4684;SPC FL E     -   174,146.084   287,849.524   MT  1.00003643   +0 22 58.9
 AC4684;SPC FL E     -   571,344.28    944,386.31   sFT  1.00003643   +0 22 58.9
 AC4684;UTM  17      - 2,865,218.648   587,819.550   MT  0.99969523   +0 22 58.9
 AC4684
 AC4684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4684!SPC FL E     -   1.00000390  x   1.00003643  =   1.00004033
 AC4684!UTM  17      -   1.00000390  x   0.99969523  =   0.99969913
 AC4684
 AC4684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8781965218(NAD 83)
 AC4684
 AC4684                          SUPERSEDED SURVEY CONTROL
 AC4684
 AC4684  NAD 83(2007)-  25 54 10.25813(N)    080 07 23.61880(W) AD(2002.00) 0
 AC4684  ELLIP H (02/10/07)  -24.824  (m)                       GP(2002.00)    
 AC4684  NAD 83(1999)-  25 54 10.25816(N)    080 07 23.61878(W) AD(       ) A
 AC4684  ELLIP H (12/09/02)  -24.822  (m)                       GP(       ) 4 1
 AC4684  NAVD 88               0.85   (m)            2.8    (f) LEVELING    3  
 AC4684  NGVD 29 (09/01/92)    1.327  (m)            4.35   (f) ADJUSTED    1 2
 AC4684
 AC4684.Superseded values are not recommended for survey control.
 AC4684
 AC4684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4684.See file dsdata.pdf to determine how the superseded data were derived.
 AC4684
 AC4684_MARKER: DJ = TIDAL STATION DISK
 AC4684_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4684_STAMPING: 3080 A 1982
 AC4684_MARK LOGO: NOS
 AC4684_PROJECTION: RECESSED 2 CENTIMETERS
 AC4684_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC4684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4684+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2002
 AC4684_ROD/PIPE-DEPTH: 8.5 meters
 AC4684
 AC4684  HISTORY     - Date     Condition        Report By
 AC4684  HISTORY     - 1982     MONUMENTED       NOS
 AC4684  HISTORY     - 19901212 GOOD             NGS
 AC4684  HISTORY     - 19930519 GOOD             NGS
 AC4684  HISTORY     - 20020302 GOOD             MAPTEC
 AC4684  HISTORY     - 20020314 GOOD             NGS
 AC4684  HISTORY     - 20020522 GOOD             MAPTEC
 AC4684  HISTORY     - 20080415 MARK NOT FOUND   DCPWD
 AC4684
 AC4684                          STATION DESCRIPTION
 AC4684
 AC4684'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC4684'1.8 KM (1.1 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS
 AC4684'AVENUE)FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN
 AC4684'BAL HARBOUR, THENCE 0.2 KM (0.1 MI) EASTERLY ALONG THE HAULOVER BEACH
 AC4684'PARK ENTRANCE ROAD, 25.8 M (84.6 FT) WEST OF THE CENTER OF THE ROAD,
 AC4684'10.4 M (34.1 FT) EAST OF UTILITY POLE NUMBER 21 B 25 WITH A
 AC4684'TRANSFORMER AND TWO GUY WIRES, 8.0 M (26.2 FT) SOUTH OF AND LEVEL
 AC4684'WITH THE CENTER OF A PAVED ENTRANCE TO A PARKING LOT, 5.0 M (16.4 FT)
 AC4684'SOUTH OF A CURB, AND 2.0 M (6.6 FT) EAST OF THE SOUTHEAST CORNER OF
 AC4684'AN ALUMINUM CAN RECYCLING MACHINE.  NOTE--THE DISK IS ENCASED IN A
 AC4684'4-INCH PVC PIPE THAT IS 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 AC4684
 AC4684                          STATION RECOVERY (1993)
 AC4684
 AC4684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC4684'1.8 KM (1.10 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC4684'FROM THE JUNCTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL HARBOR,
 AC4684'THENCE 0.2 KM (0.10 MI) EASTERLY ALONG THE HAULOVER BEACH PARK
 AC4684'ENTRANCE ROAD, 25.8 M (84.6 FT) WEST OF THE ROAD CENTER, 10.4 M (34.1
 AC4684'FT) EAST OF UTILITY POLE NUMBER 21 B 25 WITH 2 GUY CABLES AND A
 AC4684'TRANSFORMER ATTACHED, 8.0 M (26.2 FT) SOUTH OF AND LEVEL WITH THE
 AC4684'CENTER OF THE ENTRANCE INTO A PARKING LOT, 5.0 M (16.4 FT) SOUTH OF A
 AC4684'CURB, AND 0.2 M (0.7 FT) EAST OF THE SOUTHEAST CORNER OF A RECYCLING
 AC4684'MACHINE.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 AC4684'RECESSED 0.2 M (0.7 FT) BELOW THE GROUND SURFACE.
 AC4684
 AC4684                          STATION RECOVERY (2002)
 AC4684
 AC4684'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AC4684'RECOVERED AS DESCRIBED
 AC4684
 AC4684                          STATION RECOVERY (2002)
 AC4684
 AC4684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RWA)
 AC4684'RECOVERED IN GOOD CONDITION.
 AC4684
 AC4684                          STATION RECOVERY (2002)
 AC4684
 AC4684'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC4684'RECOVERED AS DESCRIBED WITH THE FOLLOWING CHANGES
 AC4684'
 AC4684'RECYCLE MACHINE HAS BEEN REPLACED WITH A DRINK MACHINE AND THE POWER
 AC4684'POLE HAS BEEN
 AC4684'CUT OFF 20 FEET =/- ABOVE GROUND WITH NO GUY WIRES OR TRANSFORMERS.
 AC4684
 AC4684                          STATION RECOVERY (2008)
 AC4684
 AC4684'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)
 AC4684'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3406 ***********************************************************************
 AC3406  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3406  DESIGNATION -  872 3080 B TIDAL
 AC3406  PID         -  AC3406
 AC3406  STATE/COUNTY-  FL/MIAMI-DADE
 AC3406  COUNTRY     -  US
 AC3406  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC3406
 AC3406                         *CURRENT SURVEY CONTROL
 AC3406  ______________________________________________________________________
 AC3406* NAD 83(2011) POSITION- 25 54 06.86905(N) 080 07 24.64392(W)   ADJUSTED
 AC3406* NAD 83(2011) ELLIP HT-   -25.046 (meters)        (06/27/12)   ADJUSTED
 AC3406* NAD 83(2011) EPOCH   -  2010.00
 AC3406* NAVD 88 ORTHO HEIGHT -     0.762 (meters)        2.50  (feet) ADJUSTED
 AC3406  ______________________________________________________________________
 AC3406  GEOID HEIGHT    -        -25.698 (meters)                     GEOID18
 AC3406  NAD 83(2011) X  -    984,733.582 (meters)                     COMP
 AC3406  NAD 83(2011) Y  - -5,655,971.931 (meters)                     COMP
 AC3406  NAD 83(2011) Z  -  2,769,279.437 (meters)                     COMP
 AC3406  LAPLACE CORR    -         -4.42  (seconds)                    DEFLEC18
 AC3406  DYNAMIC HEIGHT  -          0.761 (meters)        2.50  (feet) COMP
 AC3406  MODELED GRAVITY -    979,043.8   (mgal)                       NAVD 88
 AC3406
 AC3406  VERT ORDER      -  FIRST     CLASS II
 AC3406
 AC3406  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC3406  Standards:
 AC3406         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC3406            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC3406  -------------------------------------------------------------------
 AC3406  NETWORK   20.83  11.29           6.54   8.61   5.76     -0.90446069
 AC3406  -------------------------------------------------------------------
 AC3406  Click here for local accuracies and other accuracy information.
 AC3406
 AC3406.The horizontal coordinates were established by GPS observations
 AC3406.and adjusted by the National Geodetic Survey in June 2012.
 AC3406
 AC3406.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC3406.been affixed to the stable North American tectonic plate. See 
 AC3406.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC3406
 AC3406.The horizontal coordinates are valid at the epoch date displayed above
 AC3406.which is a decimal equivalence of Year/Month/Day.
 AC3406
 AC3406.The orthometric height was determined by differential leveling and
 AC3406.adjusted by the NATIONAL GEODETIC SURVEY
 AC3406.in May 1994.
 AC3406
 AC3406.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3406.GEOID18 height accuracy estimate available here.
 AC3406
 AC3406.This Tidal Bench Mark is designated as VM 670
 AC3406.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3406
 AC3406.Click photographs - Photos may exist for this station.
 AC3406
 AC3406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC3406
 AC3406.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC3406
 AC3406.The ellipsoidal height was determined by GPS observations
 AC3406.and is referenced to NAD 83.
 AC3406
 AC3406.The dynamic height is computed by dividing the NAVD 88
 AC3406.geopotential number by the normal gravity value computed on the
 AC3406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3406.degrees latitude (g = 980.6199 gals.).
 AC3406
 AC3406.The modeled gravity was interpolated from observed gravity values.
 AC3406
 AC3406. The following values were computed from the NAD 83(2011) position.
 AC3406
 AC3406;                    North         East     Units Scale Factor Converg.
 AC3406;SPC FL E     -   174,041.600   287,821.671   MT  1.00003637   +0 22 58.4
 AC3406;SPC FL E     -   571,001.48    944,294.93   sFT  1.00003637   +0 22 58.4
 AC3406;UTM  17      - 2,865,114.199   587,791.707   MT  0.99969516   +0 22 58.4
 AC3406
 AC3406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC3406!SPC FL E     -   1.00000394  x   1.00003637  =   1.00004031
 AC3406!UTM  17      -   1.00000394  x   0.99969516  =   0.99969909
 AC3406
 AC3406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8779165114(NAD 83)
 AC3406
 AC3406                          SUPERSEDED SURVEY CONTROL
 AC3406
 AC3406  NAD 83(2007)-  25 54 06.86916(N)    080 07 24.64416(W) AD(2002.00) 0
 AC3406  ELLIP H (02/10/07)  -25.022  (m)                       GP(2002.00)    
 AC3406  NAD 83(1999)-  25 54 06.87024(N)    080 07 24.64425(W) AD(       ) B
 AC3406  ELLIP H (05/31/01)  -24.892  (m)                       GP(       ) 5 1
 AC3406  NAD 83(1990)-  25 54 06.86909(N)    080 07 24.64254(W) AD(       ) B
 AC3406  ELLIP H (06/02/94)  -24.902  (m)                       GP(       ) 3 1
 AC3406  NAD 83(1990)-  25 54 06.86982(N)    080 07 24.64687(W) AD(       ) 1
 AC3406  ELLIP H (05/01/91)  -24.963  (m)                       GP(       ) 4 1
 AC3406  NAD 83(1986)-  25 54 06.87164(N)    080 07 24.65037(W) AD(       ) 1
 AC3406  NAVD 88               0.76   (m)            2.5    (f) LEVELING    3  
 AC3406  NGVD 29 (09/01/92)    1.238  (m)            4.06   (f) ADJUSTED    1 2
 AC3406  NGVD 29               1.41   (m)            4.6    (f) LEVELING    3  
 AC3406
 AC3406.Superseded values are not recommended for survey control.
 AC3406
 AC3406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3406.See file dsdata.pdf to determine how the superseded data were derived.
 AC3406
 AC3406_MARKER: DJ = TIDAL STATION DISK
 AC3406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC3406_STAMPING: 3080 B 1982
 AC3406_MARK LOGO: NOS
 AC3406_PROJECTION: FLUSH
 AC3406_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3406+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2017
 AC3406_ROD/PIPE-DEPTH: 7.3 meters
 AC3406
 AC3406  HISTORY     - Date     Condition        Report By
 AC3406  HISTORY     - 1982     MONUMENTED       NOS
 AC3406  HISTORY     - 19851021 GOOD
 AC3406  HISTORY     - 19901212 GOOD             NGS
 AC3406  HISTORY     - 19930210 GOOD             NGS
 AC3406  HISTORY     - 19930519 GOOD             NGS
 AC3406  HISTORY     - 20080415 GOOD             DCPWD
 AC3406  HISTORY     - 20120621 GOOD             CALGOR
 AC3406  HISTORY     - 20171004 GOOD             WANTGP
 AC3406
 AC3406                          STATION DESCRIPTION
 AC3406
 AC3406'DESCRIBED 1985
 AC3406'RECOVERED IN GOOD CONDITION.
 AC3406
 AC3406                          STATION RECOVERY (1990)
 AC3406
 AC3406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC3406'1.7 KM (1.1 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS
 AC3406'AVENUE)FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN
 AC3406'BAL HARBOUR, 120.0 M (393.7 FT) EAST OF THE HIGHWAY CENTERLINE, 48.5
 AC3406'M (159.1 FT) SOUTH OF UTILITY POLE NUMBER 21 B 24, 30.2 M (99.1 FT)
 AC3406'NORTH-NORTHEAST OF THE EAST LEG OF DOUBLE UTILITY POLE NUMBER 21 B
 AC3406'23, 12.3 M (40.4 FT) SOUTHEAST OF A UTILITY POLE, 8.2 M (26.9 FT)
 AC3406'NORTHWEST OF AND LEVEL WITH THE CENTER OF THE HAULOVER BEACH PARK
 AC3406'ENTRANCE ROAD, 5.2 M (17.1 FT) EAST OF THE CENTER OF A PAVED ROAD,
 AC3406'4.1 M (13.5 FT) NORTHWEST OF A CURB, AND 1.3 M (4.3 FT) EAST OF A
 AC3406'CURB.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE THAT IS 0.2 M
 AC3406'(0.7 FT) BELOW THE GROUND SURFACE.
 AC3406
 AC3406                          STATION RECOVERY (1993)
 AC3406
 AC3406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC3406'THE STATION IS LOCATED IN NORTH MIAMI BEACH AT HAULOVER BEACH PIER AND
 AC3406'PARK.  OWNERSHIP--DADE COUNTY PARKS AND RECREATION.
 AC3406'TO REACH THE STATION FROM THE NORTH END OF THE STATE HIGHWAY A1A
 AC3406'BRIDGE OVER BAKERS HAULOVER INLET, IN BAL HARBOR, NORTH MIAMI BEACH,
 AC3406'GO NORTH ALONG STATE HIGHWAY A1A FOR 0.16 KM (0.10 MI) TO AN EXIT
 AC3406'RIGHT, THEN GO RIGHT, EAST AND THEN SOUTH 0.16 KM (0.10 MI) TO A
 AC3406'GUARD GATE. CONTINUE AHEAD SOUTHERLY ON PAVED ROAD FOR 0.15 KM
 AC3406'(0.10 MI) TO THE STATION ON THE RIGHT.
 AC3406'THE STATION IS ENCASES IN A 4-INCH PVC PIPE WHICH IS RECESSED 17 CM
 AC3406'BELOW GROUND.  LOCATED 8.5 M (27.9 FT) WEST OF A PAVED ROAD, 5.0 M
 AC3406'(16.4 FT) EAST OF A PAVED ROAD AND 1.5 M (4.9 FT) NORTH OF A MANGO
 AC3406'TREE.
 AC3406'NOTE--FOR GPS OBSERVATION THIS STATION NEEDS AN EXTENDED ANTENNA.
 AC3406
 AC3406                          STATION RECOVERY (1993)
 AC3406
 AC3406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC3406'1.7 KM (1.05 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC3406'FROM THE JUNCTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL HARBOR,
 AC3406'120.0 M (393.7 FT) EAST OF THE HIGHWAY CENTERLINE, 48.5 M (159.1 FT)
 AC3406'SOUTH OF UTILITY POLE NUMBER 21 B 24, 30.2 M (99.1 FT) NORTH OF THE
 AC3406'EAST LEG OF DOUBLE UTILITY POLE NUMBER 21 B 24, 12.3 M (40.4 FT)
 AC3406'SOUTHEAST OF A UTILITY POLE, 8.2 M (26.9 FT) NORTHWEST OF AND LEVEL
 AC3406'WITH THE CENTER OF THE HAULOVER BEACH PARK ENTRANCE ROAD, 5.2 M (17.1
 AC3406'FT) EAST OF THE CENTER OF A PAVED ROAD, 4.1 M (13.5 FT) NORTHWEST OF
 AC3406'A CURB, AND 1.3 M (4.3 FT) EAST OF A CURB.  NOTE--THE DISK IS ENCASED
 AC3406'IN A 4-INCH PVC PIPE AND IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND
 AC3406'SURFACE.
 AC3406
 AC3406                          STATION RECOVERY (2008)
 AC3406
 AC3406'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)
 AC3406'RECOVERED IN GOOD CONDITION.
 AC3406
 AC3406                          STATION RECOVERY (2012)
 AC3406
 AC3406'RECOVERY NOTE BY CALVIN GIORDANO & ASSOCIATES 2012
 AC3406'MARK UNDER A LARGE SEA GRAPE TREE, RECOVERD AS DESCRIBED
 AC3406
 AC3406                          STATION RECOVERY (2017)
 AC3406
 AC3406'RECOVERY NOTE BY WANTMAN GROUP INC 2017 (GW)
 AC3406'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4682 ***********************************************************************
 AC4682  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4682  DESIGNATION -  872 3080 C TIDAL
 AC4682  PID         -  AC4682
 AC4682  STATE/COUNTY-  FL/MIAMI-DADE
 AC4682  COUNTRY     -  US
 AC4682  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC4682
 AC4682                         *CURRENT SURVEY CONTROL
 AC4682  ______________________________________________________________________
 AC4682* NAD 83(1986) POSITION- 25 54 04.00   (N) 080 07 26.70   (W)   HD_HELD1
 AC4682* NAVD 88 ORTHO HEIGHT -     0.879 (meters)        2.88  (feet) ADJUSTED
 AC4682  ______________________________________________________________________
 AC4682  GEOID HEIGHT    -        -25.696 (meters)                     GEOID18
 AC4682  DYNAMIC HEIGHT  -          0.877 (meters)        2.88  (feet) COMP
 AC4682  MODELED GRAVITY -    979,043.8   (mgal)                       NAVD 88
 AC4682
 AC4682  VERT ORDER      -  FIRST     CLASS II
 AC4682
 AC4682.The horizontal coordinates were determined by differentially corrected
 AC4682.hand held GPS observations or other comparable positioning techniques
 AC4682.and have an estimated accuracy of +/- 3 meters.
 AC4682
 AC4682.The orthometric height was determined by differential leveling and
 AC4682.adjusted by the NATIONAL GEODETIC SURVEY
 AC4682.in May 1994.
 AC4682
 AC4682.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4682.GEOID18 height accuracy estimate available here.
 AC4682
 AC4682.This Tidal Bench Mark is designated as VM 671
 AC4682.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4682
 AC4682.Click photographs - Photos may exist for this station.
 AC4682
 AC4682.The dynamic height is computed by dividing the NAVD 88
 AC4682.geopotential number by the normal gravity value computed on the
 AC4682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4682.degrees latitude (g = 980.6199 gals.).
 AC4682
 AC4682.The modeled gravity was interpolated from observed gravity values.
 AC4682
 AC4682;                    North         East    Units  Estimated Accuracy
 AC4682;SPC FL E     -   173,952.9     287,765.0     MT  (+/- 3 meters HH1 GPS) 
 AC4682
 AC4682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8773565025(NAD 83)
 AC4682
 AC4682                          SUPERSEDED SURVEY CONTROL
 AC4682
 AC4682  NGVD 29 (09/01/92)    1.354  (m)            4.44   (f) ADJUSTED    1 2
 AC4682
 AC4682.Superseded values are not recommended for survey control.
 AC4682
 AC4682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4682.See file dsdata.pdf to determine how the superseded data were derived.
 AC4682
 AC4682_MARKER: DJ = TIDAL STATION DISK
 AC4682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4682_STAMPING: 3080 C 1982
 AC4682_MARK LOGO: NOS
 AC4682_PROJECTION: FLUSH
 AC4682_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4682_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC4682+STABILITY: POSITION/ELEVATION WELL
 AC4682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4682+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2008
 AC4682_ROD/PIPE-DEPTH: 7.9 meters
 AC4682
 AC4682  HISTORY     - Date     Condition        Report By
 AC4682  HISTORY     - 1982     MONUMENTED       NOS
 AC4682  HISTORY     - 19901212 GOOD             NGS
 AC4682  HISTORY     - 19930519 GOOD             NGS
 AC4682  HISTORY     - 20080415 GOOD             DCPWD
 AC4682
 AC4682                          STATION DESCRIPTION
 AC4682
 AC4682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC4682'1.6 KM (1.0 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC4682'FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL
 AC4682'HARBOUR, 54.8 M (179.8 FT) EAST OF THE FIRST PIER SOUTH OF THE NORTH
 AC4682'END OF THE HIGHWAY BRIDGE SPANNING BAKERS HAULOVER INLET, 42.2 M
 AC4682'(138.5 FT) NORTH OF THE SOUTH FACE OF A SEAWALL, 26.2 M (86.0 FT)
 AC4682'NORTH OF UTILITY POLE NUMBER 21 B 22 B, 9.7 M (31.8 FT) NORTHEAST OF
 AC4682'THE CENTER OF THE NORTHEAST ENTRANCE OF THE FLORIDA POWER AND LIGHT
 AC4682'COMPANY, 8.2 M (26.9 FT) SOUTH OF A WEST GATE POST, 0.9 M (3.0 FT)
 AC4682'WEST OF A CURB, AND 0.7 M (2.3 FT) NORTH OF THE NORTH EDGE OF A
 AC4682'SIDEWALK.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE THAT IS
 AC4682'0.05 M (0.16 FT) BELOW THE GROUND SURFACE.  NOTE--THIS MARK MEETS ALL
 AC4682'REQUIREMENTS FOR A CLASS A MARK.
 AC4682
 AC4682                          STATION RECOVERY (1993)
 AC4682
 AC4682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC4682'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC4682'FROM THE JUNCTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL HARBOR,
 AC4682'54.8 M (179.8 FT) EAST OF THE 1ST PIER SOUTH OF THE NORTH END OF THE
 AC4682'HIGHWAY BRIDGE SPANNING BAKERS HAULOVER INLET, 42.2 M (138.5 FT)
 AC4682'NORTH OF THE SOUTH FACE OF A SEAWALL, 26.2 M (86.0 FT) NORTH OF
 AC4682'UTILITY POLE NUMBER 21 B 22 B, 9.7 M (31.8 FT) NORTHEAST OF THE
 AC4682'CENTER OF THE NORTHEAST ENTRANCE INTO THE FLORIDA LIGHT AND POWER
 AC4682'COMPANY, 8.2 M (26.9 FT) SOUTH OF A WEST GATE POST, 0.9 M (3.0 FT)
 AC4682'WEST OF A CURB, AND 0.7 M (2.3 FT) NORTH OF THE NORTH EDGE OF A
 AC4682'SIDEWALK.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS
 AC4682'FLUSH WITH THE GROUND SURFACE.
 AC4682
 AC4682                          STATION RECOVERY (2008)
 AC4682
 AC4682'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)
 AC4682'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4681 ***********************************************************************
 AC4681  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4681  DESIGNATION -  872 3080 D TIDAL
 AC4681  PID         -  AC4681
 AC4681  STATE/COUNTY-  FL/MIAMI-DADE
 AC4681  COUNTRY     -  US
 AC4681  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC4681
 AC4681                         *CURRENT SURVEY CONTROL
 AC4681  ______________________________________________________________________
 AC4681* NAD 83(1986) POSITION- 25 54 03.     (N) 080 07 29.     (W)   SCALED
 AC4681* NAVD 88 ORTHO HEIGHT -     0.894 (meters)        2.93  (feet) ADJUSTED
 AC4681  ______________________________________________________________________
 AC4681  GEOID HEIGHT    -        -25.693 (meters)                     GEOID18
 AC4681  DYNAMIC HEIGHT  -          0.893 (meters)        2.93  (feet) COMP
 AC4681  MODELED GRAVITY -    979,043.8   (mgal)                       NAVD 88
 AC4681
 AC4681  VERT ORDER      -  FIRST     CLASS II
 AC4681
 AC4681.The horizontal coordinates were scaled from a map and have
 AC4681.an estimated accuracy of +/- 6 seconds.
 AC4681
 AC4681.The orthometric height was determined by differential leveling and
 AC4681.adjusted by the NATIONAL GEODETIC SURVEY
 AC4681.in May 1994.
 AC4681
 AC4681.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4681.GEOID18 height accuracy estimate available here.
 AC4681
 AC4681.This Tidal Bench Mark is designated as VM 672
 AC4681.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4681
 AC4681.Click photographs - Photos may exist for this station.
 AC4681
 AC4681.The dynamic height is computed by dividing the NAVD 88
 AC4681.geopotential number by the normal gravity value computed on the
 AC4681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4681.degrees latitude (g = 980.6199 gals.).
 AC4681
 AC4681.The modeled gravity was interpolated from observed gravity values.
 AC4681
 AC4681;                    North         East    Units  Estimated Accuracy
 AC4681;SPC FL E     -   173,920.      287,700.      MT  (+/- 180 meters Scaled)
 AC4681
 AC4681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ876649(NAD 83)
 AC4681
 AC4681                          SUPERSEDED SURVEY CONTROL
 AC4681
 AC4681  NGVD 29 (09/01/92)    1.370  (m)            4.49   (f) ADJUSTED    1 2
 AC4681
 AC4681.Superseded values are not recommended for survey control.
 AC4681
 AC4681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4681.See file dsdata.pdf to determine how the superseded data were derived.
 AC4681
 AC4681_MARKER: DJ = TIDAL STATION DISK
 AC4681_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4681_STAMPING: 3080 D 1982
 AC4681_MARK LOGO: NOS
 AC4681_PROJECTION: FLUSH
 AC4681_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4681_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4681_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4681+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2012
 AC4681_ROD/PIPE-DEPTH: 9.0 meters
 AC4681
 AC4681  HISTORY     - Date     Condition        Report By
 AC4681  HISTORY     - 1982     MONUMENTED       NOS
 AC4681  HISTORY     - 19901212 GOOD             NGS
 AC4681  HISTORY     - 19930519 GOOD             NGS
 AC4681  HISTORY     - 20080415 GOOD             DCPWD
 AC4681  HISTORY     - 20120621 GOOD             CALGOR
 AC4681
 AC4681                          STATION DESCRIPTION
 AC4681
 AC4681'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC4681'1.6 KM (1.0 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS
 AC4681'AVENUE)FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN
 AC4681'BAL HARBOUR, 64.0 M (210.0 FT) NORTHEAST OF BENCH MARK IWDA 7
 AC4681'REFERENCE MARK 1, 29.8 M (97.8 FT) WEST OF THE NORTHWEST CORNER OF
 AC4681'THE FLORIDA POWER AND LIGHT COMPANY, 14.9 M (48.9 FT) SOUTH OF THE
 AC4681'FIRST PIER (SOUTH OF THE NORTH END) OF THE HIGHWAY BRIDGE SPANNING
 AC4681'HAULOVER INLET, 14.6 M (47.9 FT) EAST OF A PALM TREE, 2.5 M (8.2 FT)
 AC4681'WEST OF A CURB, AND 2.2 M (7.2 FT) SOUTH OF A CURB.  NOTE--THE DISK
 AC4681'IS ENCASED IN A 4-INCH PVC PIPE THAT IS 0.2 M (0.7 FT) BELOW THE
 AC4681'GROUND SURFACE.
 AC4681
 AC4681                          STATION RECOVERY (1993)
 AC4681
 AC4681'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC4681'1.6 KM (1.00 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC4681'FROM THE JUNCTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL HARBOR,
 AC4681'29.8 M (97.8 FT) WEST OF THE NORTHWEST CORNER OF THE FLORIDA LIGHT
 AC4681'AND POWER COMPANY, 14.9 M (48.9 FT) SOUTH OF THE 1ST PIER SOUTH OF
 AC4681'THE NORTH END OF THE HIGHWAY BRIDGE SPANNING BAKERS HAULOVER INLET,
 AC4681'14.6 M (47.9 FT) EAST OF A PALM TREE, 2.5 M (8.2 FT) WEST OF A CURB,
 AC4681'AND 2.2 M (7.2 FT) SOUTH OF A CURB.  NOTE--THE DISK IS ENCASED IN A
 AC4681'4-INCH PVC PIPE AND IS RECESSED 0.2 M (0.7 FT) BELOW THE GROUND
 AC4681'SURFACE.
 AC4681
 AC4681                          STATION RECOVERY (2008)
 AC4681
 AC4681'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)
 AC4681'RECOVERED IN GOOD CONDITION.
 AC4681
 AC4681                          STATION RECOVERY (2012)
 AC4681
 AC4681'RECOVERY NOTE BY CALVIN GIORDANO & ASSOCIATES 2012
 AC4681'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4644 ***********************************************************************
 AC4644  CBN         -  This is a Cooperative Base Network Control Station.
 AC4644  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4644  DESIGNATION -  872 3080 E TIDAL
 AC4644  PID         -  AC4644
 AC4644  STATE/COUNTY-  FL/MIAMI-DADE
 AC4644  COUNTRY     -  US
 AC4644  USGS QUAD   -  NORTH MIAMI (2018)
 AC4644
 AC4644                         *CURRENT SURVEY CONTROL
 AC4644  ______________________________________________________________________
 AC4644* NAD 83(2011) POSITION- 25 54 04.87243(N) 080 07 31.40048(W)   ADJUSTED
 AC4644* NAD 83(2011) ELLIP HT-   -24.811 (meters)        (06/27/12)   ADJUSTED
 AC4644* NAD 83(2011) EPOCH   -  2010.00
 AC4644* NAVD 88 ORTHO HEIGHT -     1.1   (meters)        4.    (feet) GPS OBS
 AC4644  ______________________________________________________________________
 AC4644  NAVD 88 orthometric height was determined with geoid model    GEOID93
 AC4644  GEOID HEIGHT    -        -27.040 (meters)                     GEOID93
 AC4644  GEOID HEIGHT    -        -25.690 (meters)                     GEOID18
 AC4644  NAD 83(2011) X  -    984,552.949 (meters)                     COMP
 AC4644  NAD 83(2011) Y  - -5,656,030.835 (meters)                     COMP
 AC4644  NAD 83(2011) Z  -  2,769,224.268 (meters)                     COMP
 AC4644  LAPLACE CORR    -         -4.39  (seconds)                    DEFLEC18
 AC4644
 AC4644  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC4644  Standards:
 AC4644         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC4644            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC4644  -------------------------------------------------------------------
 AC4644  NETWORK    5.06  38.06           1.79   2.28  19.42     -0.10695356
 AC4644  -------------------------------------------------------------------
 AC4644  Click here for local accuracies and other accuracy information.
 AC4644
 AC4644.The horizontal coordinates were established by GPS observations
 AC4644.and adjusted by the National Geodetic Survey in June 2012.
 AC4644
 AC4644.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC4644.been affixed to the stable North American tectonic plate. See 
 AC4644.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC4644
 AC4644.The horizontal coordinates are valid at the epoch date displayed above
 AC4644.which is a decimal equivalence of Year/Month/Day.
 AC4644
 AC4644.The orthometric height was determined by GPS observations and a
 AC4644.high-resolution geoid model.
 AC4644
 AC4644.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4644.GEOID18 height accuracy estimate available here.
 AC4644
 AC4644.This Tidal Bench Mark is designated as VM 673
 AC4644.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4644
 AC4644.Click photographs - Photos may exist for this station.
 AC4644
 AC4644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC4644
 AC4644.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC4644
 AC4644.The ellipsoidal height was determined by GPS observations
 AC4644.and is referenced to NAD 83.
 AC4644
 AC4644. The following values were computed from the NAD 83(2011) position.
 AC4644
 AC4644;                    North         East     Units Scale Factor Converg.
 AC4644;SPC FL E     -   173,978.900   287,634.019   MT  1.00003597   +0 22 55.5
 AC4644;SPC FL E     -   570,795.77    943,679.28   sFT  1.00003597   +0 22 55.5
 AC4644;UTM  17      - 2,865,051.520   587,604.119   MT  0.99969476   +0 22 55.5
 AC4644
 AC4644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC4644!SPC FL E     -   1.00000390  x   1.00003597  =   1.00003987
 AC4644!UTM  17      -   1.00000390  x   0.99969476  =   0.99969866
 AC4644
 AC4644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8760465051(NAD 83)
 AC4644
 AC4644|---------------------------------------------------------------------|
 AC4644| PID    Reference Object                     Distance      Geod. Az  |
 AC4644|                                                           dddmmss.s |
 AC4644| AC4653 R 26                                309.920 METERS 06304     |
 AC4644|---------------------------------------------------------------------|
 AC4644
 AC4644                          SUPERSEDED SURVEY CONTROL
 AC4644
 AC4644  NAD 83(2007)-  25 54 04.87259(N)    080 07 31.40109(W) AD(2002.00) 0
 AC4644  ELLIP H (02/10/07)  -24.789  (m)                       GP(2002.00)    
 AC4644  NAD 83(1999)-  25 54 04.87253(N)    080 07 31.40257(W) AD(       ) B
 AC4644  ELLIP H (05/31/01)  -24.686  (m)                       GP(       ) 5 1
 AC4644  NAD 83(1990)-  25 54 04.87129(N)    080 07 31.40201(W) AD(       ) B
 AC4644  ELLIP H (09/13/90)  -24.692  (m)                       GP(       ) 4 1
 AC4644  NGVD 29               1.46   (m)            4.8    (f) LEVELING    3  
 AC4644
 AC4644.Superseded values are not recommended for survey control.
 AC4644
 AC4644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4644.See file dsdata.pdf to determine how the superseded data were derived.
 AC4644
 AC4644_MARKER: DJ = TIDAL STATION DISK
 AC4644_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4644_STAMPING: 3080 E 1982
 AC4644_MARK LOGO: NOS
 AC4644_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4644+SATELLITE: SATELLITE OBSERVATIONS - 1989
 AC4644
 AC4644  HISTORY     - Date     Condition        Report By
 AC4644  HISTORY     - 1982     MONUMENTED       NOS
 AC4644  HISTORY     - 1989     GOOD             NGS
 AC4644  HISTORY     - 19901213 MARK NOT FOUND   NGS
 AC4644
 AC4644                          STATION DESCRIPTION
 AC4644
 AC4644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AC4644'THE STATION IS LOCATED IN NORTH MIAMI BEACH AT HAULOVER BEACH PIER AND
 AC4644'PARK.  OWNERSHIP--DADE COUNTY PARKS AND RECREATION.
 AC4644'TO REACH THE STATION FROM THE NORTH END OF THE STATE HIGHWAY A1A
 AC4644'BRIDGE OVER BAKERS HAULOVER INLET, IN BAL HARBOR, NORTH MIAMI BEACH,
 AC4644'GO NORTH ALONG STATE HIGHWAY A1A FOR 0.16 KM (0.10 MI) TO AN EXIT
 AC4644'RIGHT, THEN GO RIGHT, EAST AND THEN SOUTH 0.16 KM (0.10 MI) TO A GUARD
 AC4644'GATE.  CONTINUE AHEAD SOUTHERLY AND WEST UNDER THE A1A HIGHWAY BRIDGE
 AC4644'FOR 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT, IN GRASS ACROSS
 AC4644'STREET FROM THE METRO-DADE FIRE STATION NO. 21.
 AC4644'THE STATION IS RECESSED 12 CM BELOW GROUND.  LOCATED 29.5 M (96.8 FT)
 AC4644'WEST OF THE CENTER OF GATE AT SOUTH ENTRANCE TO FIRE DEPARTMENT, 10.7
 AC4644'M (35.1 FT) SOUTH FROM A MANGROVE TREE, 8.3 M (27.2 FT) WEST-SOUTHWEST
 AC4644'FROM THE APPROXIMATE CENTER OF MAIN ROAD, 8 M (26.2 FT) EAST FROM THE
 AC4644'CAUSEWAY WATERS EDGE AND 2.6 M (8.5 FT) NORTH OF THE NORTH END OF A
 AC4644'PARK BENCH.
 AC4644'DESCRIBED BY S.E. RANDALL.
 AC4644
 AC4644                          STATION RECOVERY (1990)
 AC4644
 AC4644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC4644'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4687 ***********************************************************************
 AC4687  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4687  DESIGNATION -  872 3080 F TIDAL
 AC4687  PID         -  AC4687
 AC4687  STATE/COUNTY-  FL/MIAMI-DADE
 AC4687  COUNTRY     -  US
 AC4687  USGS QUAD   -  NORTH MIAMI OE E (2018)
 AC4687
 AC4687                         *CURRENT SURVEY CONTROL
 AC4687  ______________________________________________________________________
 AC4687* NAD 83(1986) POSITION- 25 54 12.     (N) 080 07 22.     (W)   SCALED
 AC4687* NAVD 88 ORTHO HEIGHT -     2.974 (meters)        9.76  (feet) ADJUSTED
 AC4687  ______________________________________________________________________
 AC4687  GEOID HEIGHT    -        -25.701 (meters)                     GEOID18
 AC4687  DYNAMIC HEIGHT  -          2.969 (meters)        9.74  (feet) COMP
 AC4687  MODELED GRAVITY -    979,043.8   (mgal)                       NAVD 88
 AC4687
 AC4687  VERT ORDER      -  FIRST     CLASS II
 AC4687
 AC4687.The horizontal coordinates were scaled from a map and have
 AC4687.an estimated accuracy of +/- 6 seconds.
 AC4687
 AC4687.The orthometric height was determined by differential leveling and
 AC4687.adjusted by the NATIONAL GEODETIC SURVEY
 AC4687.in May 1994.
 AC4687
 AC4687.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4687.GEOID18 height accuracy estimate available here.
 AC4687
 AC4687.This Tidal Bench Mark is designated as VM 675
 AC4687.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4687
 AC4687.Click photographs - Photos may exist for this station.
 AC4687
 AC4687.The dynamic height is computed by dividing the NAVD 88
 AC4687.geopotential number by the normal gravity value computed on the
 AC4687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4687.degrees latitude (g = 980.6199 gals.).
 AC4687
 AC4687.The modeled gravity was interpolated from observed gravity values.
 AC4687
 AC4687;                    North         East    Units  Estimated Accuracy
 AC4687;SPC FL E     -   174,200.      287,890.      MT  (+/- 180 meters Scaled)
 AC4687
 AC4687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ878652(NAD 83)
 AC4687
 AC4687                          SUPERSEDED SURVEY CONTROL
 AC4687
 AC4687  NGVD 29 (09/01/92)    3.450  (m)           11.32   (f) ADJUSTED    1 2
 AC4687
 AC4687.Superseded values are not recommended for survey control.
 AC4687
 AC4687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4687.See file dsdata.pdf to determine how the superseded data were derived.
 AC4687
 AC4687_MARKER: DJ = TIDAL STATION DISK
 AC4687_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AC4687_SP_SET: RETAINING WALL
 AC4687_STAMPING: 3080 F 1984
 AC4687_MARK LOGO: NOS
 AC4687_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4687+SATELLITE: SATELLITE OBSERVATIONS - May 20, 1993
 AC4687
 AC4687  HISTORY     - Date     Condition        Report By
 AC4687  HISTORY     - 1984     MONUMENTED       NOS
 AC4687  HISTORY     - 19901212 GOOD             NGS
 AC4687  HISTORY     - 19930520 GOOD             NGS
 AC4687  HISTORY     - 20080415 MARK NOT FOUND   DCPWD
 AC4687
 AC4687                          STATION DESCRIPTION
 AC4687
 AC4687'DESCRIBED BY NATIONAL GEODETIC SURVEY 1990
 AC4687'1.8 KM (1.1 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS
 AC4687'AVENUE)FROM THE INTERSECTION OF 96TH STREET (STATE HIGHWAY 922) IN
 AC4687'BAL HARBOUR, THENCE 0.2 KM (0.1 MI) EASTERLY ALONG THE HAULOVER BEACH
 AC4687'PARK ENTRANCE ROAD, IN TOP OF AND 3.1 M (10.2 FT) SOUTH OF THE NORTH
 AC4687'END OF A CONCRETE RETAINING WALL ALONG THE EAST SIDE OF A PAVED ROAD,
 AC4687'24.1 M (79.1 FT) SOUTHEAST OF UTILITY POLE NUMBER 2464 HMV 9, 23.7 M
 AC4687'(77.8 FT) NORTH-NORTHEAST OF UTILITY POLE NUMBER 2464 HMV 8, 18.7 M
 AC4687'(61.4 FT) SOUTH OF THE CENTER OF THE HAULOVER FISHING PIER, AND 4.3 M
 AC4687'(14.1 FT) EAST OF AND LEVEL WITH THE ROAD CENTER.
 AC4687
 AC4687                          STATION RECOVERY (1993)
 AC4687
 AC4687'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC4687'1.8 KM (1.10 MI) NORTHERLY ALONG STATE HIGHWAY A1A (COLLINS AVENUE)
 AC4687'FROM THE JUNCTION OF 96TH STREET (STATE HIGHWAY 922) IN BAL HARBOR,
 AC4687'THENCE 0.2 KM (0.10 MI) EASTERLY ALONG THE HAULOVER BEACH PARK
 AC4687'ENTRANCE ROAD, IN TOP OF AND 3.1 M (10.2 FT) SOUTH OF THE NORTH END
 AC4687'OF A CONCRETE RETAINING WALL ALONG THE EAST SIDE OF A PAVED ROAD,
 AC4687'24.1 M (79.1 FT) SOUTHEAST OF UTILITY POLE NUMBER 2464 HMV 9, 23.7 M
 AC4687'(77.8 FT) NORTH OF UTILITY POLE NUMBER 2464 HMV 8, 18.7 M (61.4 FT)
 AC4687'SOUTH OF THE CENTER OF HAULOVER FISHING PIER, AND 4.3 M (14.1 FT)
 AC4687'EAST OF AND LEVEL WITH THE CENTER OF THE PAVED ROAD.
 AC4687
 AC4687                          STATION RECOVERY (2008)
 AC4687
 AC4687'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2008 (MJW)
 AC4687'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3340 ***********************************************************************
 AC3340  DESIGNATION -  872 3094 D TIDAL
 AC3340  PID         -  AC3340
 AC3340  STATE/COUNTY-  FL/MIAMI-DADE
 AC3340  COUNTRY     -  US
 AC3340  USGS QUAD   -  NORTH MIAMI (2018)
 AC3340
 AC3340                         *CURRENT SURVEY CONTROL
 AC3340  ______________________________________________________________________
 AC3340* NAD 83(1986) POSITION- 25 52 31.     (N) 080 08 35.     (W)   SCALED
 AC3340* NAVD 88 ORTHO HEIGHT -     1.959 (meters)        6.43  (feet) ADJUSTED
 AC3340  ______________________________________________________________________
 AC3340  GEOID HEIGHT    -        -25.618 (meters)                     GEOID18
 AC3340  DYNAMIC HEIGHT  -          1.956 (meters)        6.42  (feet) COMP
 AC3340  MODELED GRAVITY -    979,042.6   (mgal)                       NAVD 88
 AC3340
 AC3340  VERT ORDER      -  SECOND    CLASS I
 AC3340
 AC3340.The horizontal coordinates were scaled from a map and have
 AC3340.an estimated accuracy of +/- 6 seconds.
 AC3340
 AC3340.The orthometric height was determined by differential leveling and
 AC3340.adjusted by the NATIONAL GEODETIC SURVEY
 AC3340.in June 1991.
 AC3340
 AC3340.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3340.GEOID18 height accuracy estimate available here.
 AC3340
 AC3340.Click photographs - Photos may exist for this station.
 AC3340
 AC3340.The dynamic height is computed by dividing the NAVD 88
 AC3340.geopotential number by the normal gravity value computed on the
 AC3340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3340.degrees latitude (g = 980.6199 gals.).
 AC3340
 AC3340.The modeled gravity was interpolated from observed gravity values.
 AC3340
 AC3340;                    North         East    Units  Estimated Accuracy
 AC3340;SPC FL E     -   171,080.      285,880.      MT  (+/- 180 meters Scaled)
 AC3340
 AC3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ858621(NAD 83)
 AC3340
 AC3340                          SUPERSEDED SURVEY CONTROL
 AC3340
 AC3340  NGVD 29 (09/01/92)    2.432  (m)            7.98   (f) ADJUSTED    2 1
 AC3340
 AC3340.Superseded values are not recommended for survey control.
 AC3340
 AC3340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3340.See file dsdata.pdf to determine how the superseded data were derived.
 AC3340
 AC3340_MARKER: DJ = TIDAL STATION DISK
 AC3340_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC3340_STAMPING: 3094 D 1982
 AC3340_MARK LOGO: NOS
 AC3340_PROJECTION: RECESSED 3 CENTIMETERS
 AC3340_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3340_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3340_ROD/PIPE-DEPTH: 15.2 meters
 AC3340_SLEEVE-DEPTH  : 0.61 meters
 AC3340
 AC3340  HISTORY     - Date     Condition        Report By
 AC3340  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3340  HISTORY     - 19940406 GOOD             USPSQD
 AC3340
 AC3340                          STATION DESCRIPTION
 AC3340
 AC3340'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3340'IN INDIAN CREEK VILLAGE.
 AC3340'BEGIN AT THE JUNCTION OF SURFSIDE BOULEVARD AND STATE HIGHWAY A1A
 AC3340'IN SURFSIDE, GO WEST ON SURFSIDE BOULEVARD TO ITS END AT THE ENTRANCE
 AC3340'TO INDIAN CREEK VILLAGE, CONTINUE THROUGH ENTRANCE ON INDIAN CREEK
 AC3340'DRIVE TO ITS END AT THE INDIAN CREEK COUNTRY CLUB CLUBHOUSE AND BOAT
 AC3340'DOCK.  MARK BEARS APPROXIMATELY 300 FEET SOUTH OF CENTERLINE OF STEPS
 AC3340'GOING DOWN AND OUT TO A BOAT DOCK, 18.5 FEET EAST OF THE WEST EDGE OF
 AC3340'THE SEAWALL, 47.0 FEET WEST OF THE CENTERLINE OF INDIAN CREEK DRIVE,
 AC3340'AND 16.0 FEET EAST OF A 2-FOOT DIAMETER PINE.
 AC3340
 AC3340                          STATION RECOVERY (1994)
 AC3340
 AC3340'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3340'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3339 ***********************************************************************
 AC3339  DESIGNATION -  872 3094 E TIDAL FLDNR
 AC3339  PID         -  AC3339
 AC3339  STATE/COUNTY-  FL/MIAMI-DADE
 AC3339  COUNTRY     -  US
 AC3339  USGS QUAD   -  NORTH MIAMI (2018)
 AC3339
 AC3339                         *CURRENT SURVEY CONTROL
 AC3339  ______________________________________________________________________
 AC3339* NAD 83(1986) POSITION- 25 52 31.     (N) 080 08 35.     (W)   SCALED
 AC3339* NAVD 88 ORTHO HEIGHT -     1.631 (meters)        5.35  (feet) ADJUSTED
 AC3339  ______________________________________________________________________
 AC3339  GEOID HEIGHT    -        -25.618 (meters)                     GEOID18
 AC3339  DYNAMIC HEIGHT  -          1.628 (meters)        5.34  (feet) COMP
 AC3339  MODELED GRAVITY -    979,042.6   (mgal)                       NAVD 88
 AC3339
 AC3339  VERT ORDER      -  SECOND    CLASS I
 AC3339
 AC3339.The horizontal coordinates were scaled from a map and have
 AC3339.an estimated accuracy of +/- 6 seconds.
 AC3339
 AC3339.The orthometric height was determined by differential leveling and
 AC3339.adjusted by the NATIONAL GEODETIC SURVEY
 AC3339.in June 1991.
 AC3339
 AC3339.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3339.GEOID18 height accuracy estimate available here.
 AC3339
 AC3339.Click photographs - Photos may exist for this station.
 AC3339
 AC3339.The dynamic height is computed by dividing the NAVD 88
 AC3339.geopotential number by the normal gravity value computed on the
 AC3339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3339.degrees latitude (g = 980.6199 gals.).
 AC3339
 AC3339.The modeled gravity was interpolated from observed gravity values.
 AC3339
 AC3339;                    North         East    Units  Estimated Accuracy
 AC3339;SPC FL E     -   171,080.      285,880.      MT  (+/- 180 meters Scaled)
 AC3339
 AC3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ858621(NAD 83)
 AC3339
 AC3339                          SUPERSEDED SURVEY CONTROL
 AC3339
 AC3339  NGVD 29 (09/01/92)    2.104  (m)            6.90   (f) ADJUSTED    2 1
 AC3339
 AC3339.Superseded values are not recommended for survey control.
 AC3339
 AC3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3339.See file dsdata.pdf to determine how the superseded data were derived.
 AC3339
 AC3339_MARKER: DJ = TIDAL STATION DISK
 AC3339_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3339_SP_SET: CONCRETE RETAINING WALL
 AC3339_STAMPING: 3094 E 1982 BSM
 AC3339_MARK LOGO: FLDNR
 AC3339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3339+STABILITY: SURFACE MOTION
 AC3339
 AC3339  HISTORY     - Date     Condition        Report By
 AC3339  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3339
 AC3339                          STATION DESCRIPTION
 AC3339
 AC3339'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3339'IN INDIAN CREEK VILLAGE.
 AC3339'BEGIN AT THE JUNCTION OF SURFSIDE BOULEVARD WITH STATE HIGHWAY A1A
 AC3339'IN SURFSIDE, GO WEST ON SURFSIDE BOULEVARD TO ITS END AT THE ENTRANCE
 AC3339'TO INDIAN CREEK VILLAGE, CONTINUE THROUGH ENTRANCE ON INDIAN CREEK
 AC3339'DRIVE TO ITS END AT THE INDIAN CREEK COUNTRY CLUB CLUBHOUSE AND BOAT
 AC3339'DOCK.  MARK IS SET FLUSH IN THE TOP OF A CONCRETE RETAINING WALL
 AC3339'ABOVE A CONCRETE PILING.  THE MARK BEARS 6.0 FEET SOUTH OF THE
 AC3339'CENTERLINE OF STEPS GOING DOWN AND OUT TO A DOCK, 48.0 FEET WEST OF
 AC3339'THE CENTERLINE OF INDIAN CREEK DRIVE, 70.3 FEET SOUTH OF THE NORTHEAST
 AC3339'CORNER OF A SEAWALL OFFSET, 57.4 FEET NORTH OF THE SOUTHWEST CORNER
 AC3339'OF A SEAWALL OFFSET, AND 73.6 FEET NORTH OF BENCHMARK NO 1 1935.
 AC3339'MARK IS 1.0 FOOT ABOVE GROUND ON WEST SIDE OF RETAINING WALL, AND 0.1
 AC3339'FOOT BELOW GROUND ON THE EAST SIDE OF THE RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3341 ***********************************************************************
 AC3341  DESIGNATION -  872 3094 F TIDAL
 AC3341  PID         -  AC3341
 AC3341  STATE/COUNTY-  FL/MIAMI-DADE
 AC3341  COUNTRY     -  US
 AC3341  USGS QUAD   -  NORTH MIAMI (2018)
 AC3341
 AC3341                         *CURRENT SURVEY CONTROL
 AC3341  ______________________________________________________________________
 AC3341* NAD 83(1986) POSITION- 25 52 31.     (N) 080 08 35.     (W)   SCALED
 AC3341* NAVD 88 ORTHO HEIGHT -     1.152 (meters)        3.78  (feet) ADJUSTED
 AC3341  ______________________________________________________________________
 AC3341  GEOID HEIGHT    -        -25.618 (meters)                     GEOID18
 AC3341  DYNAMIC HEIGHT  -          1.150 (meters)        3.77  (feet) COMP
 AC3341  MODELED GRAVITY -    979,042.6   (mgal)                       NAVD 88
 AC3341
 AC3341  VERT ORDER      -  SECOND    CLASS I
 AC3341
 AC3341.The horizontal coordinates were scaled from a map and have
 AC3341.an estimated accuracy of +/- 6 seconds.
 AC3341
 AC3341.The orthometric height was determined by differential leveling and
 AC3341.adjusted by the NATIONAL GEODETIC SURVEY
 AC3341.in June 1991.
 AC3341
 AC3341.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3341.GEOID18 height accuracy estimate available here.
 AC3341
 AC3341.Click photographs - Photos may exist for this station.
 AC3341
 AC3341.The dynamic height is computed by dividing the NAVD 88
 AC3341.geopotential number by the normal gravity value computed on the
 AC3341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3341.degrees latitude (g = 980.6199 gals.).
 AC3341
 AC3341.The modeled gravity was interpolated from observed gravity values.
 AC3341
 AC3341;                    North         East    Units  Estimated Accuracy
 AC3341;SPC FL E     -   171,080.      285,880.      MT  (+/- 180 meters Scaled)
 AC3341
 AC3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ858621(NAD 83)
 AC3341
 AC3341                          SUPERSEDED SURVEY CONTROL
 AC3341
 AC3341  NGVD 29 (09/01/92)    1.625  (m)            5.33   (f) ADJUSTED    2 1
 AC3341
 AC3341.Superseded values are not recommended for survey control.
 AC3341
 AC3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3341.See file dsdata.pdf to determine how the superseded data were derived.
 AC3341
 AC3341_MARKER: DJ = TIDAL STATION DISK
 AC3341_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AC3341_STAMPING: 3094 F 1982
 AC3341_MARK LOGO: NOS
 AC3341_PROJECTION: FLUSH
 AC3341_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3341_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3341_ROD/PIPE-DEPTH: 14.6 meters
 AC3341_SLEEVE-DEPTH  : 0.61 meters
 AC3341
 AC3341  HISTORY     - Date     Condition        Report By
 AC3341  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3341
 AC3341                          STATION DESCRIPTION
 AC3341
 AC3341'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3341'IN INDIAN CREEK VILLAGE.
 AC3341'BEGIN AT THE JUNCTION OF SURFSIDE BOULEVARD AND STATE HIGHWAY A1A IN
 AC3341'SURFSIDE, GO WEST ON SURFSIDE BOULEVARD TO ITS END AT THE ENTRANCE TO
 AC3341'INDIAN CREEK VILLAGE, CONTINUE THROUGH ENTRANCE ON INDIAN CREEK DRIVE
 AC3341'TO ITS END AT THE INDIAN CREEK COUNTRY CLUB CLUBHOUSE AND BOAT DOCK.
 AC3341'THE MARK BEARS APPROXIMATELY 510 FEET SOUTH OF THE CENTERLINE OF STEPS
 AC3341'GOING DOWN AND OUT TO THE BOAT DOCK, 157.0 FEET SOUTHWEST OF THE
 AC3341'CENTERLINE OF INDIAN CREEK DRIVE WHERE IT MAKES A RIGHT ANGLE TURN,
 AC3341'17.3 FEET EAST OF THE WEST EDGE OF THE SEAWALL, 14.0 FEET SOUTHEAST OF
 AC3341'THE TALLEST PALM TREE IN A GROUP OF PALMS, 89.5 FEET SOUTHWEST OF AN
 AC3341'APPROXIMATELY 50-FOOT HIGH PALM TREE WHICH IS THE SOUTHWEST ONE OF
 AC3341'THREE, AND APPROXIMATELY 207 FEET SOUTH OF BENCHMARK 3094 D 1982.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2336 ***********************************************************************
 AC2336  DESIGNATION -  872 3094 TIDAL 1
 AC2336  PID         -  AC2336
 AC2336  STATE/COUNTY-  FL/MIAMI-DADE
 AC2336  COUNTRY     -  US
 AC2336  USGS QUAD   -  NORTH MIAMI (2018)
 AC2336
 AC2336                         *CURRENT SURVEY CONTROL
 AC2336  ______________________________________________________________________
 AC2336* NAD 83(1986) POSITION- 25 52 29.     (N) 080 08 32.     (W)   SCALED
 AC2336* NAVD 88 ORTHO HEIGHT -     1.637 (meters)        5.37  (feet) ADJUSTED
 AC2336  ______________________________________________________________________
 AC2336  GEOID HEIGHT    -        -25.621 (meters)                     GEOID18
 AC2336  DYNAMIC HEIGHT  -          1.634 (meters)        5.36  (feet) COMP
 AC2336  MODELED GRAVITY -    979,042.5   (mgal)                       NAVD 88
 AC2336
 AC2336  VERT ORDER      -  FIRST     CLASS I
 AC2336
 AC2336.The horizontal coordinates were scaled from a map and have
 AC2336.an estimated accuracy of +/- 6 seconds.
 AC2336
 AC2336.The orthometric height was determined by differential leveling and
 AC2336.adjusted by the NATIONAL GEODETIC SURVEY
 AC2336.in June 1991.
 AC2336
 AC2336.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2336.GEOID18 height accuracy estimate available here.
 AC2336
 AC2336.Click photographs - Photos may exist for this station.
 AC2336
 AC2336.The dynamic height is computed by dividing the NAVD 88
 AC2336.geopotential number by the normal gravity value computed on the
 AC2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2336.degrees latitude (g = 980.6199 gals.).
 AC2336
 AC2336.The modeled gravity was interpolated from observed gravity values.
 AC2336
 AC2336;                    North         East    Units  Estimated Accuracy
 AC2336;SPC FL E     -   171,020.      285,970.      MT  (+/- 180 meters Scaled)
 AC2336
 AC2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ859620(NAD 83)
 AC2336
 AC2336                          SUPERSEDED SURVEY CONTROL
 AC2336
 AC2336  NGVD 29 (??/??/92)    2.110  (m)            6.92   (f) SUPERSEDED  1 1
 AC2336  NGVD 29 (09/01/92)    2.110  (m)            6.92   (f) ADJUSTED    1 1
 AC2336
 AC2336.Superseded values are not recommended for survey control.
 AC2336
 AC2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2336.See file dsdata.pdf to determine how the superseded data were derived.
 AC2336
 AC2336_MARKER: DB = BENCH MARK DISK
 AC2336_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC2336_SP_SET: SEAWALL
 AC2336_STAMPING: NO 1 1935
 AC2336_MARK LOGO: CGS
 AC2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2336+STABILITY: SURFACE MOTION
 AC2336
 AC2336  HISTORY     - Date     Condition        Report By
 AC2336  HISTORY     - 1935     MONUMENTED       CGS
 AC2336  HISTORY     - 1965     GOOD             CGS
 AC2336  HISTORY     - 1973     GOOD             NGS
 AC2336  HISTORY     - 1982     GOOD             FLDNR
 AC2336
 AC2336                          STATION DESCRIPTION
 AC2336
 AC2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2336'AT INDIAN CREEK VILLAGE.
 AC2336'AT INDIAN CREEK VILLAGE, DIRECTLY IN FRONT (WEST) OF THE INDIAN
 AC2336'CREEK COUNTRY CLUB HOUSE, SET IN THE TOP OF A CONCRETE SEAWALL,
 AC2336'48 FEET WEST OF THE CENTER OF THE JUNCTION OF INDIAN CREEK DRIVE
 AC2336'AND A BLACK TOP DRIVEWAY WHICH LEADS TO THE SOUTH END OF THE
 AC2336'CLUB, 18 FEET SOUTH OF AN OFFSET IN THE SEAWALL, ABOUT LEVEL
 AC2336'WITH THE GROUND AND ABOUT 4 FEET BELOW THE LEVEL OF THE DRIVE.
 AC2336'TIDAL STATION NO. 72, INDIAN CREEK GOLF COURSE, BISCAYNE BAY.
 AC2336
 AC2336                          STATION RECOVERY (1973)
 AC2336
 AC2336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2336'RECOVERED IN GOOD CONDITION.
 AC2336
 AC2336                          STATION RECOVERY (1982)
 AC2336
 AC2336'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2336'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2338 ***********************************************************************
 AC2338  DESIGNATION -  872 3094 TIDAL 4
 AC2338  PID         -  AC2338
 AC2338  STATE/COUNTY-  FL/MIAMI-DADE
 AC2338  COUNTRY     -  US
 AC2338  USGS QUAD   -  NORTH MIAMI (2018)
 AC2338
 AC2338                         *CURRENT SURVEY CONTROL
 AC2338  ______________________________________________________________________
 AC2338* NAD 83(1986) POSITION- 25 52 32.     (N) 080 08 33.     (W)   SCALED
 AC2338* NAVD 88 ORTHO HEIGHT -     1.629 (meters)        5.34  (feet) ADJUSTED
 AC2338  ______________________________________________________________________
 AC2338  GEOID HEIGHT    -        -25.620 (meters)                     GEOID18
 AC2338  DYNAMIC HEIGHT  -          1.627 (meters)        5.34  (feet) COMP
 AC2338  MODELED GRAVITY -    979,042.6   (mgal)                       NAVD 88
 AC2338
 AC2338  VERT ORDER      -  FIRST     CLASS I
 AC2338
 AC2338.The horizontal coordinates were scaled from a map and have
 AC2338.an estimated accuracy of +/- 6 seconds.
 AC2338
 AC2338.The orthometric height was determined by differential leveling and
 AC2338.adjusted by the NATIONAL GEODETIC SURVEY
 AC2338.in June 1991.
 AC2338
 AC2338.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2338.GEOID18 height accuracy estimate available here.
 AC2338
 AC2338.Click photographs - Photos may exist for this station.
 AC2338
 AC2338.The dynamic height is computed by dividing the NAVD 88
 AC2338.geopotential number by the normal gravity value computed on the
 AC2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2338.degrees latitude (g = 980.6199 gals.).
 AC2338
 AC2338.The modeled gravity was interpolated from observed gravity values.
 AC2338
 AC2338;                    North         East    Units  Estimated Accuracy
 AC2338;SPC FL E     -   171,110.      285,940.      MT  (+/- 180 meters Scaled)
 AC2338
 AC2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ859621(NAD 83)
 AC2338
 AC2338                          SUPERSEDED SURVEY CONTROL
 AC2338
 AC2338  NGVD 29 (??/??/92)    2.103  (m)            6.90   (f) SUPERSEDED  1 1
 AC2338  NGVD 29 (09/01/92)    2.103  (m)            6.90   (f) ADJUSTED    1 1
 AC2338
 AC2338.Superseded values are not recommended for survey control.
 AC2338
 AC2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2338.See file dsdata.pdf to determine how the superseded data were derived.
 AC2338
 AC2338_MARKER: DB = BENCH MARK DISK
 AC2338_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC2338_SP_SET: SEAWALL
 AC2338_STAMPING: NO 4 1952
 AC2338_MARK LOGO: CGS
 AC2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2338+STABILITY: SURFACE MOTION
 AC2338
 AC2338  HISTORY     - Date     Condition        Report By
 AC2338  HISTORY     - 1952     MONUMENTED       CGS
 AC2338  HISTORY     - 1965     GOOD             CGS
 AC2338  HISTORY     - 1982     GOOD             FLDNR
 AC2338
 AC2338                          STATION DESCRIPTION
 AC2338
 AC2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2338'AT INDIAN CREEK VILLAGE.
 AC2338'AT INDIAN CREEK VILLAGE, DIRECTLY IN FRONT (WEST) OF THE INDIAN
 AC2338'CREEK COUNTRY CLUBHOUSE, SET IN THE TOP OF CONCRETE SEAWALL, 102
 AC2338'FEET NORTH OF THE NORTH WALL OF AN OFFSET IN THE SEAWALL TO THE
 AC2338'WEST, 53 FEET WEST OF THE CENTER LINE OF INDIAN CREEK DRIVE AND
 AC2338'4 FEET BELOW THE LEVEL OF THE DRIVE.  TIDAL STATION NO. 72, INDIAN
 AC2338'CREEK GOLF CLUB, BISCAYNE BAY.
 AC2338
 AC2338                          STATION RECOVERY (1982)
 AC2338
 AC2338'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4700 ***********************************************************************
 AC4700  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4700  DESIGNATION -  872 3155 E TIDAL
 AC4700  PID         -  AC4700
 AC4700  STATE/COUNTY-  FL/MIAMI-DADE
 AC4700  COUNTRY     -  US
 AC4700  USGS QUAD   -  MIAMI (2018)
 AC4700
 AC4700                         *CURRENT SURVEY CONTROL
 AC4700  ______________________________________________________________________
 AC4700* NAD 83(1986) POSITION- 25 46 20.     (N) 080 10 21.     (W)   SCALED
 AC4700* NAVD 88 ORTHO HEIGHT -     1.399 (meters)        4.59  (feet) ADJUSTED
 AC4700  ______________________________________________________________________
 AC4700  GEOID HEIGHT    -        -25.589 (meters)                     GEOID18
 AC4700  DYNAMIC HEIGHT  -          1.396 (meters)        4.58  (feet) COMP
 AC4700  MODELED GRAVITY -    979,030.1   (mgal)                       NAVD 88
 AC4700
 AC4700  VERT ORDER      -  SECOND    CLASS I
 AC4700
 AC4700.The horizontal coordinates were scaled from a map and have
 AC4700.an estimated accuracy of +/- 6 seconds.
 AC4700
 AC4700.The orthometric height was determined by differential leveling and
 AC4700.adjusted by the NATIONAL GEODETIC SURVEY
 AC4700.in September 1996.
 AC4700
 AC4700.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4700.GEOID18 height accuracy estimate available here.
 AC4700
 AC4700.This Tidal Bench Mark is designated as VM 18098
 AC4700.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4700
 AC4700.Click photographs - Photos may exist for this station.
 AC4700
 AC4700.The dynamic height is computed by dividing the NAVD 88
 AC4700.geopotential number by the normal gravity value computed on the
 AC4700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4700.degrees latitude (g = 980.6199 gals.).
 AC4700
 AC4700.The modeled gravity was interpolated from observed gravity values.
 AC4700
 AC4700;                    North         East    Units  Estimated Accuracy
 AC4700;SPC FL E     -   159,640.      283,000.      MT  (+/- 180 meters Scaled)
 AC4700
 AC4700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ829507(NAD 83)
 AC4700
 AC4700                          SUPERSEDED SURVEY CONTROL
 AC4700
 AC4700  NGVD 29 (09/01/92)    1.878  (m)            6.16   (f) ADJUSTED    2 1
 AC4700
 AC4700.Superseded values are not recommended for survey control.
 AC4700
 AC4700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4700.See file dsdata.pdf to determine how the superseded data were derived.
 AC4700
 AC4700_MARKER: DJ = TIDAL STATION DISK
 AC4700_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC4700_SP_SET: CAP FOR STEEL BULKHEAD
 AC4700_STAMPING: 3155 E 1986
 AC4700_MARK LOGO: NOS
 AC4700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4700+STABILITY: SURFACE MOTION
 AC4700
 AC4700  HISTORY     - Date     Condition        Report By
 AC4700  HISTORY     - 1986     MONUMENTED       FLDNR
 AC4700  HISTORY     - 1986     GOOD             FLDNR
 AC4700
 AC4700                          STATION DESCRIPTION
 AC4700
 AC4700'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4700'IN MIAMI.
 AC4700'BEGIN AT THE JUNCTION OF PORT ROAD WITH U.S. HIGHWAY 1 (BISCAYNE
 AC4700'BOULEVARD) IN MIAMI, GO 1.5 MILES EAST ON PORT ROAD TO THE N.0.A.A
 AC4700'OCEANOGRAPHIC FACILITY AND THE MARK.  THE MARK IS SET IN TOP OF THE
 AC4700'BULKHEAD FOR THE BOAT BASIN, 141 FEET SOUTHWEST OF THE CENTERLINE OF
 AC4700'PORT ROAD, 12 FEET SOUTHWEST OF THE NORTHEAST END OF THE BULKHEAD AND
 AC4700'1.8 FEET SOUTHEAST OF A POTABLE WATER VALVE BOX.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3329 ***********************************************************************
 AC3329  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3329  DESIGNATION -  872 3165 TIDAL 1
 AC3329  PID         -  AC3329
 AC3329  STATE/COUNTY-  FL/MIAMI-DADE
 AC3329  COUNTRY     -  US
 AC3329  USGS QUAD   -  MIAMI (2018)
 AC3329
 AC3329                         *CURRENT SURVEY CONTROL
 AC3329  ______________________________________________________________________
 AC3329* NAD 83(1986) POSITION- 25 46 49.     (N) 080 11 11.     (W)   SCALED
 AC3329* NAVD 88 ORTHO HEIGHT -     1.849 (meters)        6.07  (feet) ADJUSTED
 AC3329  ______________________________________________________________________
 AC3329  GEOID HEIGHT    -        -25.526 (meters)                     GEOID18
 AC3329  DYNAMIC HEIGHT  -          1.846 (meters)        6.06  (feet) COMP
 AC3329  MODELED GRAVITY -    979,032.0   (mgal)                       NAVD 88
 AC3329
 AC3329  VERT ORDER      -  SECOND    CLASS I
 AC3329
 AC3329.The horizontal coordinates were scaled from a map and have
 AC3329.an estimated accuracy of +/- 6 seconds.
 AC3329
 AC3329.The orthometric height was determined by differential leveling and
 AC3329.adjusted by the NATIONAL GEODETIC SURVEY
 AC3329.in June 1991.
 AC3329
 AC3329.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3329.GEOID18 height accuracy estimate available here.
 AC3329
 AC3329.This Tidal Bench Mark is designated as VM 16790
 AC3329.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3329
 AC3329.Click photographs - Photos may exist for this station.
 AC3329
 AC3329.The dynamic height is computed by dividing the NAVD 88
 AC3329.geopotential number by the normal gravity value computed on the
 AC3329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3329.degrees latitude (g = 980.6199 gals.).
 AC3329
 AC3329.The modeled gravity was interpolated from observed gravity values.
 AC3329
 AC3329;                    North         East    Units  Estimated Accuracy
 AC3329;SPC FL E     -   160,530.      281,610.      MT  (+/- 180 meters Scaled)
 AC3329
 AC3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ815516(NAD 83)
 AC3329
 AC3329                          SUPERSEDED SURVEY CONTROL
 AC3329
 AC3329  NGVD 29 (09/01/92)    2.323  (m)            7.62   (f) ADJUSTED    2 1
 AC3329
 AC3329.Superseded values are not recommended for survey control.
 AC3329
 AC3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3329.See file dsdata.pdf to determine how the superseded data were derived.
 AC3329
 AC3329_MARKER: DB = BENCH MARK DISK
 AC3329_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3329_SP_SET: FOUNDATION
 AC3329_STAMPING: NO 1 1970
 AC3329_MARK LOGO: CGS
 AC3329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3329+STABILITY: SURFACE MOTION
 AC3329
 AC3329  HISTORY     - Date     Condition        Report By
 AC3329  HISTORY     - 1970     MONUMENTED       NOS
 AC3329  HISTORY     - 1982     GOOD             FLDNR
 AC3329  HISTORY     - 19940405 GOOD             USPSQD
 AC3329  HISTORY     - 20090801 MARK NOT FOUND   DCPW
 AC3329  HISTORY     - 20091209 MARK NOT FOUND   DCPWD
 AC3329
 AC3329                          STATION DESCRIPTION
 AC3329
 AC3329'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3329'IN MIAMI.
 AC3329'THE MARK IS LOCATED AT THE MIAMI BAY FRONT PARK, NEAR THE CITY YACHT
 AC3329'BASIN.  IT IS SET IN THE NORTHEAST CORNER OF A 15-FOOT SQUARE CONCRETE
 AC3329'FOUNDATION FOR A HIGH VOLTAGE SUBSTATION, 48 FEET WEST OF THE SOUTH
 AC3329'BOUND DRIVE THROUGH THE PARK, 37 FEET WEST-NORTHWEST OF THE SOUTHEAST
 AC3329'CORNER OF THE NORTHERN PARKING LOT, AND RECOVERED AS DESCRIBED IN NOS
 AC3329'TIDAL DATA, QUAD 250801.
 AC3329
 AC3329                          STATION RECOVERY (1994)
 AC3329
 AC3329'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3329'RECOVERED IN GOOD CONDITION.
 AC3329
 AC3329                          STATION RECOVERY (2009)
 AC3329
 AC3329'RECOVERY NOTE BY DOUGLAS COUNTY PUBLIC WORKS 2009
 AC3329'MARK NOT FOUND.
 AC3329
 AC3329                          STATION RECOVERY (2009)
 AC3329
 AC3329'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2009 (MJW)
 AC3329'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2186 ***********************************************************************
 AC2186  DESIGNATION -  872 3165 TIDAL 15
 AC2186  PID         -  AC2186
 AC2186  STATE/COUNTY-  FL/MIAMI-DADE
 AC2186  COUNTRY     -  US
 AC2186  USGS QUAD   -  MIAMI (2018)
 AC2186
 AC2186                         *CURRENT SURVEY CONTROL
 AC2186  ______________________________________________________________________
 AC2186* NAD 83(1986) POSITION- 25 46 48.     (N) 080 11 31.     (W)   SCALED
 AC2186* NAVD 88 ORTHO HEIGHT -     2.724 (meters)        8.94  (feet) ADJUSTED
 AC2186  ______________________________________________________________________
 AC2186  GEOID HEIGHT    -        -25.506 (meters)                     GEOID18
 AC2186  DYNAMIC HEIGHT  -          2.719 (meters)        8.92  (feet) COMP
 AC2186  MODELED GRAVITY -    979,032.2   (mgal)                       NAVD 88
 AC2186
 AC2186  VERT ORDER      -  FIRST     CLASS II
 AC2186
 AC2186.The horizontal coordinates were scaled from a map and have
 AC2186.an estimated accuracy of +/- 6 seconds.
 AC2186
 AC2186.The orthometric height was determined by differential leveling and
 AC2186.adjusted by the NATIONAL GEODETIC SURVEY
 AC2186.in June 1991.
 AC2186
 AC2186.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2186.GEOID18 height accuracy estimate available here.
 AC2186
 AC2186.Click photographs - Photos may exist for this station.
 AC2186
 AC2186.The dynamic height is computed by dividing the NAVD 88
 AC2186.geopotential number by the normal gravity value computed on the
 AC2186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2186.degrees latitude (g = 980.6199 gals.).
 AC2186
 AC2186.The modeled gravity was interpolated from observed gravity values.
 AC2186
 AC2186;                    North         East    Units  Estimated Accuracy
 AC2186;SPC FL E     -   160,490.      281,050.      MT  (+/- 180 meters Scaled)
 AC2186
 AC2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ810515(NAD 83)
 AC2186
 AC2186                          SUPERSEDED SURVEY CONTROL
 AC2186
 AC2186  NGVD 29 (??/??/92)    3.195  (m)           10.48   (f) ADJ UNCH    1 2
 AC2186
 AC2186.Superseded values are not recommended for survey control.
 AC2186
 AC2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2186.See file dsdata.pdf to determine how the superseded data were derived.
 AC2186
 AC2186_MARKER: DD = SURVEY DISK
 AC2186_SETTING: 0 = UNSPECIFIED SETTING
 AC2186_MARK LOGO: FL2010
 AC2186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2186
 AC2186  HISTORY     - Date     Condition        Report By
 AC2186  HISTORY     - UNK      MONUMENTED       FL2010
 AC2186  HISTORY     - 1952     GOOD             CGS
 AC2186  HISTORY     - 20060606 MARK NOT FOUND   DCPWD
 AC2186
 AC2186                          STATION DESCRIPTION
 AC2186
 AC2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AC2186'AT MIAMI.
 AC2186'AT MIAMI, DADE COUNTY, AT THE INTERSECTION OF FIRST AVENUE
 AC2186'NORTHEAST AND SIXTH STREET NORTHEAST, AND 5 FEET NORTHWEST OF
 AC2186'THE INTERSECTION.  A CITY OF MIAMI STANDARD IRON MARKER, SET
 AC2186'SEVERAL INCHES BELOW THE SURFACE OF THE STREET AND COVERED BY
 AC2186'A 5-1/2-INCH IRON DISK WHICH FITS IN A 9-INCH IRON SQUARE.
 AC2186
 AC2186                          STATION RECOVERY (2006)
 AC2186
 AC2186'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2006 (MJW)
 AC2186'ROADWAY EXPANSION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3192 ***********************************************************************
 AC3192  DESIGNATION -  872 3165 TIDAL 16 RESET
 AC3192  PID         -  AC3192
 AC3192  STATE/COUNTY-  FL/MIAMI-DADE
 AC3192  COUNTRY     -  US
 AC3192  USGS QUAD   -  MIAMI (2018)
 AC3192
 AC3192                         *CURRENT SURVEY CONTROL
 AC3192  ______________________________________________________________________
 AC3192* NAD 83(1986) POSITION- 25 46 49.     (N) 080 11 22.     (W)   SCALED
 AC3192* NAVD 88 ORTHO HEIGHT -     2.440 (meters)        8.01  (feet) ADJUSTED
 AC3192  ______________________________________________________________________
 AC3192  GEOID HEIGHT    -        -25.514 (meters)                     GEOID18
 AC3192  DYNAMIC HEIGHT  -          2.436 (meters)        7.99  (feet) COMP
 AC3192  MODELED GRAVITY -    979,032.1   (mgal)                       NAVD 88
 AC3192
 AC3192  VERT ORDER      -  FIRST     CLASS II
 AC3192
 AC3192.The horizontal coordinates were scaled from a map and have
 AC3192.an estimated accuracy of +/- 6 seconds.
 AC3192
 AC3192.The orthometric height was determined by differential leveling and
 AC3192.adjusted by the NATIONAL GEODETIC SURVEY
 AC3192.in June 1991.
 AC3192
 AC3192.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3192.GEOID18 height accuracy estimate available here.
 AC3192
 AC3192.Click photographs - Photos may exist for this station.
 AC3192
 AC3192.The dynamic height is computed by dividing the NAVD 88
 AC3192.geopotential number by the normal gravity value computed on the
 AC3192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3192.degrees latitude (g = 980.6199 gals.).
 AC3192
 AC3192.The modeled gravity was interpolated from observed gravity values.
 AC3192
 AC3192;                    North         East    Units  Estimated Accuracy
 AC3192;SPC FL E     -   160,520.      281,300.      MT  (+/- 180 meters Scaled)
 AC3192
 AC3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ812516(NAD 83)
 AC3192
 AC3192                          SUPERSEDED SURVEY CONTROL
 AC3192
 AC3192  NGVD 29 (09/01/92)    2.912  (m)            9.55   (f) ADJUSTED    1 2
 AC3192
 AC3192.Superseded values are not recommended for survey control.
 AC3192
 AC3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3192.See file dsdata.pdf to determine how the superseded data were derived.
 AC3192
 AC3192_MARKER: DB = BENCH MARK DISK
 AC3192_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3192_SP_SET: SIDEWALK
 AC3192_STAMPING: NO 16 1928 RESET 1967
 AC3192_MARK LOGO: CGS
 AC3192_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3192
 AC3192  HISTORY     - Date     Condition        Report By
 AC3192  HISTORY     - 1967     MONUMENTED       CGS
 AC3192  HISTORY     - 1978     GOOD             NGS
 AC3192  HISTORY     - 20060606 MARK NOT FOUND   DCPWD
 AC3192
 AC3192                          STATION DESCRIPTION
 AC3192
 AC3192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AC3192'IN MIAMI.
 AC3192'AT MIAMI, NEAR THE NORTHWEST CORNER OF BISCAYNE BOULEVARD AND NORTH-
 AC3192'EAST SIXTH STREET, 43.5 FEET WEST OF THE WEST CURB OF BISCAYNE
 AC3192'BOULEVARD, 8.5 FEET NORTH OF THE NORTH CURB OF NORTHEAST SIXTH STREET,
 AC3192'SET IN THE SIDEWALK AT THE IMMEDIATE SOUTHEAST CORNER OF THE FREEDOM
 AC3192'TOWER AT 600 BISCAYNE BOULEVARD.
 AC3192
 AC3192                          STATION RECOVERY (2006)
 AC3192
 AC3192'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2006 (MJW)
 AC3192'NEW SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2176 ***********************************************************************
 AC2176  DESIGNATION -  872 3165 TIDAL 18
 AC2176  PID         -  AC2176
 AC2176  STATE/COUNTY-  FL/MIAMI-DADE
 AC2176  COUNTRY     -  US
 AC2176  USGS QUAD   -  MIAMI (2018)
 AC2176
 AC2176                         *CURRENT SURVEY CONTROL
 AC2176  ______________________________________________________________________
 AC2176* NAD 83(1986) POSITION- 25 46 46.     (N) 080 11 17.     (W)   SCALED
 AC2176* NAVD 88 ORTHO HEIGHT -     2.046 (meters)        6.71  (feet) ADJUSTED
 AC2176  ______________________________________________________________________
 AC2176  GEOID HEIGHT    -        -25.521 (meters)                     GEOID18
 AC2176  DYNAMIC HEIGHT  -          2.043 (meters)        6.70  (feet) COMP
 AC2176  MODELED GRAVITY -    979,031.9   (mgal)                       NAVD 88
 AC2176
 AC2176  VERT ORDER      -  FIRST     CLASS II
 AC2176
 AC2176.The horizontal coordinates were scaled from a map and have
 AC2176.an estimated accuracy of +/- 6 seconds.
 AC2176
 AC2176.The orthometric height was determined by differential leveling and
 AC2176.adjusted by the NATIONAL GEODETIC SURVEY
 AC2176.in June 1991.
 AC2176
 AC2176.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2176.GEOID18 height accuracy estimate available here.
 AC2176
 AC2176.Click photographs - Photos may exist for this station.
 AC2176
 AC2176.The dynamic height is computed by dividing the NAVD 88
 AC2176.geopotential number by the normal gravity value computed on the
 AC2176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2176.degrees latitude (g = 980.6199 gals.).
 AC2176
 AC2176.The modeled gravity was interpolated from observed gravity values.
 AC2176
 AC2176;                    North         East    Units  Estimated Accuracy
 AC2176;SPC FL E     -   160,430.      281,440.      MT  (+/- 180 meters Scaled)
 AC2176
 AC2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ814515(NAD 83)
 AC2176
 AC2176                          SUPERSEDED SURVEY CONTROL
 AC2176
 AC2176  NGVD 29 (??/??/92)    2.518  (m)            8.26   (f) ADJ UNCH    1 2
 AC2176
 AC2176.Superseded values are not recommended for survey control.
 AC2176
 AC2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2176.See file dsdata.pdf to determine how the superseded data were derived.
 AC2176
 AC2176_MARKER: DB = BENCH MARK DISK
 AC2176_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC2176_SP_SET: CURB
 AC2176_STAMPING: NO 18 1928
 AC2176_MARK LOGO: CGS
 AC2176_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2176
 AC2176  HISTORY     - Date     Condition        Report By
 AC2176  HISTORY     - 1928     MONUMENTED       CGS
 AC2176  HISTORY     - 1965     GOOD             CGS
 AC2176  HISTORY     - 1973     GOOD             NGS
 AC2176  HISTORY     - 1978     MARK NOT FOUND   NGS
 AC2176
 AC2176                          STATION DESCRIPTION
 AC2176
 AC2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2176'AT MIAMI.
 AC2176'AT MIAMI, AT THE JUNCTION OF BISCAYNE BLVD AND NE 5TH STREET,
 AC2176'SET ON TOP OF THE BISCAYNE BLVD SIDEWALK, 108 FEET NORTH OF THE
 AC2176'EXTENDED CENTER LINE OF NE 5TH STREET, 11 FEET EAST OF THE EAST
 AC2176'CURB OF THE BLVD, 13 FEET SOUTHEAST OF A CONCRETE LIGHT POLE,
 AC2176'AND ABOUT LEVEL WITH THE BLVD.
 AC2176
 AC2176                          STATION RECOVERY (1973)
 AC2176
 AC2176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2176'RECOVERED IN GOOD CONDITION.
 AC2176
 AC2176                          STATION RECOVERY (1978)
 AC2176
 AC2176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2176'NOT RECOVERED THIS DATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2175 ***********************************************************************
 AC2175  DESIGNATION -  872 3165 TIDAL 19
 AC2175  PID         -  AC2175
 AC2175  STATE/COUNTY-  FL/MIAMI-DADE
 AC2175  COUNTRY     -  US
 AC2175  USGS QUAD   -  MIAMI (2018)
 AC2175
 AC2175                         *CURRENT SURVEY CONTROL
 AC2175  ______________________________________________________________________
 AC2175* NAD 83(1986) POSITION- 25 46 45.     (N) 080 11 12.     (W)   SCALED
 AC2175* NAVD 88 ORTHO HEIGHT -     1.815 (meters)        5.95  (feet) ADJUSTED
 AC2175  ______________________________________________________________________
 AC2175  GEOID HEIGHT    -        -25.526 (meters)                     GEOID18
 AC2175  DYNAMIC HEIGHT  -          1.812 (meters)        5.94  (feet) COMP
 AC2175  MODELED GRAVITY -    979,031.8   (mgal)                       NAVD 88
 AC2175
 AC2175  VERT ORDER      -  SECOND    CLASS 0
 AC2175
 AC2175.The horizontal coordinates were scaled from a map and have
 AC2175.an estimated accuracy of +/- 6 seconds.
 AC2175
 AC2175.The orthometric height was determined by differential leveling and
 AC2175.adjusted by the NATIONAL GEODETIC SURVEY
 AC2175.in June 1991.
 AC2175
 AC2175.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2175.GEOID18 height accuracy estimate available here.
 AC2175
 AC2175.Click photographs - Photos may exist for this station.
 AC2175
 AC2175.The dynamic height is computed by dividing the NAVD 88
 AC2175.geopotential number by the normal gravity value computed on the
 AC2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2175.degrees latitude (g = 980.6199 gals.).
 AC2175
 AC2175.The modeled gravity was interpolated from observed gravity values.
 AC2175
 AC2175;                    North         East    Units  Estimated Accuracy
 AC2175;SPC FL E     -   160,400.      281,580.      MT  (+/- 180 meters Scaled)
 AC2175
 AC2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ815514(NAD 83)
 AC2175
 AC2175                          SUPERSEDED SURVEY CONTROL
 AC2175
 AC2175  NGVD 29 (??/??/92)    2.288  (m)            7.51   (f) ADJ UNCH    2 0
 AC2175
 AC2175.Superseded values are not recommended for survey control.
 AC2175
 AC2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2175.See file dsdata.pdf to determine how the superseded data were derived.
 AC2175
 AC2175_MARKER: DB = BENCH MARK DISK
 AC2175_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC2175+WITH SETTING: PAVEMENT
 AC2175_SP_SET: BLOCK
 AC2175_STAMPING: NO 19 1967
 AC2175_MARK LOGO: CGS
 AC2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2175+STABILITY: SURFACE MOTION
 AC2175
 AC2175  HISTORY     - Date     Condition        Report By
 AC2175  HISTORY     - 1967     MONUMENTED       CGS
 AC2175  HISTORY     - 1970     GOOD             NGS
 AC2175  HISTORY     - 1973     MARK NOT FOUND   NGS
 AC2175
 AC2175                          STATION DESCRIPTION
 AC2175
 AC2175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AC2175'AT MIAMI.
 AC2175'AT MIAMI, ABOUT 0.1 MILE EAST ALONG PORT BLVD FROM THE JUNCTION
 AC2175'OF BISCAYNE BLVD AT MIAMI, AT THE NORTHEAST CORNER OF BAY FRONT
 AC2175'PARK, ALONG THE WEST SIDE OF THE MIAMI YACHT BASIN, ABOUT 120
 AC2175'YARDS SOUTH OF THE CENTER LINE OF PORT BLVD, SET IN THE TOP OF
 AC2175'THE NORTHEAST CORNER OF A 2 1/2-FOOT SQUARE CONCRETE BLOCK WHICH
 AC2175'PROJECTS 1 FOOT ABOVE THE LEVEL OF THE GROUND, 89.3 FEET NORTH
 AC2175'OF THE NORTHWEST CORNER OF THE REST ROOMS IN THE PARK, 18 FEET
 AC2175'SOUTH OF THE SOUTH CURB FOR THE PARKING AREA OF THE MIAMI
 AC2175'AUDITORIUM, AND ABOUT LEVEL WITH THE DRIVE BETWEEN THE PARK AND
 AC2175'THE YACHT BASIN.
 AC2175
 AC2175                          STATION RECOVERY (1973)
 AC2175
 AC2175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2175'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2185 ***********************************************************************
 AC2185  DESIGNATION -  872 3165 TIDAL 7
 AC2185  PID         -  AC2185
 AC2185  STATE/COUNTY-  FL/MIAMI-DADE
 AC2185  COUNTRY     -  US
 AC2185  USGS QUAD   -  MIAMI (2018)
 AC2185
 AC2185                         *CURRENT SURVEY CONTROL
 AC2185  ______________________________________________________________________
 AC2185* NAD 83(1986) POSITION- 25 46 47.     (N) 080 11 31.     (W)   SCALED
 AC2185* NAVD 88 ORTHO HEIGHT -     3.201 (meters)       10.50  (feet) ADJUSTED
 AC2185  ______________________________________________________________________
 AC2185  GEOID HEIGHT    -        -25.506 (meters)                     GEOID18
 AC2185  DYNAMIC HEIGHT  -          3.196 (meters)       10.49  (feet) COMP
 AC2185  MODELED GRAVITY -    979,032.2   (mgal)                       NAVD 88
 AC2185
 AC2185  VERT ORDER      -  FIRST     CLASS II
 AC2185
 AC2185.The horizontal coordinates were scaled from a map and have
 AC2185.an estimated accuracy of +/- 6 seconds.
 AC2185
 AC2185.The orthometric height was determined by differential leveling and
 AC2185.adjusted by the NATIONAL GEODETIC SURVEY
 AC2185.in June 1991.
 AC2185
 AC2185.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2185.GEOID18 height accuracy estimate available here.
 AC2185
 AC2185.Click photographs - Photos may exist for this station.
 AC2185
 AC2185.The dynamic height is computed by dividing the NAVD 88
 AC2185.geopotential number by the normal gravity value computed on the
 AC2185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2185.degrees latitude (g = 980.6199 gals.).
 AC2185
 AC2185.The modeled gravity was interpolated from observed gravity values.
 AC2185
 AC2185;                    North         East    Units  Estimated Accuracy
 AC2185;SPC FL E     -   160,460.      281,050.      MT  (+/- 180 meters Scaled)
 AC2185
 AC2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ810515(NAD 83)
 AC2185
 AC2185                          SUPERSEDED SURVEY CONTROL
 AC2185
 AC2185  NGVD 29 (??/??/92)    3.673  (m)           12.05   (f) ADJ UNCH    1 2
 AC2185
 AC2185.Superseded values are not recommended for survey control.
 AC2185
 AC2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2185.See file dsdata.pdf to determine how the superseded data were derived.
 AC2185
 AC2185_MARKER: DB = BENCH MARK DISK
 AC2185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC2185_SP_SET: DOORSILL
 AC2185_MARK LOGO: CGS
 AC2185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC2185
 AC2185  HISTORY     - Date     Condition        Report By
 AC2185  HISTORY     - UNK      MONUMENTED       CGS
 AC2185  HISTORY     - 1945     GOOD             CGS
 AC2185  HISTORY     - 1988     GOOD             USPSQD
 AC2185
 AC2185                          STATION DESCRIPTION
 AC2185
 AC2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 AC2185'AT MIAMI.
 AC2185'AT MIAMI, DADE COUNTY, AT THE SOUTHWEST CORNER OF THE INTERSECTION
 AC2185'OF FIRST AVENUE NORTHEAST AND SIXTH STREET NORTHEAST AT THE
 AC2185'NORTHEAST CORNER OF A CONCRETE BUILDING, AT THE DOOR ON SIXTH
 AC2185'STREET (THE ENTRANCE TO CUBAN EXILE HEADQUARTERS), AND IN THE
 AC2185'WEST END OF THE CEMENT DOORSILL.  A STANDARD DISK.
 AC2185
 AC2185                          STATION RECOVERY (1988)
 AC2185
 AC2185'RECOVERY NOTE BY US POWER SQUADRON 1988 (TD)
 AC2185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2187 ***********************************************************************
 AC2187  DESIGNATION -  872 3165 TIDAL 7 RESET
 AC2187  PID         -  AC2187
 AC2187  STATE/COUNTY-  FL/MIAMI-DADE
 AC2187  COUNTRY     -  US
 AC2187  USGS QUAD   -  MIAMI (2018)
 AC2187
 AC2187                         *CURRENT SURVEY CONTROL
 AC2187  ______________________________________________________________________
 AC2187* NAD 83(1986) POSITION- 25 46 47.64   (N) 080 11 34.44   (W)   HD_HELD1
 AC2187* NAVD 88 ORTHO HEIGHT -     3.453 (meters)       11.33  (feet) ADJUSTED
 AC2187  ______________________________________________________________________
 AC2187  GEOID HEIGHT    -        -25.502 (meters)                     GEOID18
 AC2187  DYNAMIC HEIGHT  -          3.447 (meters)       11.31  (feet) COMP
 AC2187  MODELED GRAVITY -    979,032.2   (mgal)                       NAVD 88
 AC2187
 AC2187  VERT ORDER      -  FIRST     CLASS I
 AC2187
 AC2187.The horizontal coordinates were determined by differentially corrected
 AC2187.hand held GPS observations or other comparable positioning techniques
 AC2187.and have an estimated accuracy of +/- 3 meters.
 AC2187
 AC2187.The orthometric height was determined by differential leveling and
 AC2187.adjusted by the NATIONAL GEODETIC SURVEY
 AC2187.in March 1997.
 AC2187
 AC2187.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2187.GEOID18 height accuracy estimate available here.
 AC2187
 AC2187.Click photographs - Photos may exist for this station.
 AC2187
 AC2187.The dynamic height is computed by dividing the NAVD 88
 AC2187.geopotential number by the normal gravity value computed on the
 AC2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2187.degrees latitude (g = 980.6199 gals.).
 AC2187
 AC2187.The modeled gravity was interpolated from observed gravity values.
 AC2187
 AC2187;                    North         East    Units  Estimated Accuracy
 AC2187;SPC FL E     -   160,480.2     280,951.9     MT  (+/- 3 meters HH1 GPS) 
 AC2187
 AC2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8092451557(NAD 83)
 AC2187
 AC2187                          SUPERSEDED SURVEY CONTROL
 AC2187
 AC2187  NAVD 88 (06/15/91)    3.457  (m)           11.34   (f) SUPERSEDED  1 1
 AC2187  NGVD 29 (??/??/92)    3.928  (m)           12.89   (f) SUPERSEDED  1 1
 AC2187  NGVD 29 (09/01/92)    3.928  (m)           12.89   (f) ADJUSTED    1 1
 AC2187
 AC2187.Superseded values are not recommended for survey control.
 AC2187
 AC2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2187.See file dsdata.pdf to determine how the superseded data were derived.
 AC2187
 AC2187_MARKER: DB = BENCH MARK DISK
 AC2187_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC2187_SP_SET: SIDEWALK
 AC2187_STAMPING: TIDAL NO 7 RESET 1958
 AC2187_MARK LOGO: CGS
 AC2187_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC2187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC2187+SATELLITE: SATELLITE OBSERVATIONS - May 21, 1993
 AC2187
 AC2187  HISTORY     - Date     Condition        Report By
 AC2187  HISTORY     - 1958     MONUMENTED       CGS
 AC2187  HISTORY     - 1965     GOOD             CGS
 AC2187  HISTORY     - 1973     GOOD             NGS
 AC2187  HISTORY     - 1978     GOOD             NGS
 AC2187  HISTORY     - 19901206 GOOD             NGS
 AC2187  HISTORY     - 19930521 GOOD             NGS
 AC2187
 AC2187                          STATION DESCRIPTION
 AC2187
 AC2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2187'AT MIAMI.
 AC2187'AT MIAMI, ALONG NE 6TH STREET, ABOUT MIDWAY BETWEEN NORTH MIAMI
 AC2187'AVENUE AND NE 1ST AVENUE, NEAR THE NORTHWEST CORNER OF THE MIAMI
 AC2187'BUILDERS EXCHANGE, SET ON THE TOP OF THE EAST EDGE OF THE CONCRETE
 AC2187'SIDEWALK WHICH LEADS TO THE MAIN ENTRANCE TO THE BUILDING, 11
 AC2187'FEET SOUTH OF THE SOUTH CURB OF NE 6TH STREET, 4 1/2 FEET NORTH
 AC2187'OF THE NORTHWEST CORNER OF THE BUILDING, 0.4 FOOT WEST OF THE
 AC2187'EAST EDGE OF THE CONCRETE SIDEWALK AND ABOUT LEVEL WITH THE
 AC2187'STREET, TIDAL STA 1-76.
 AC2187
 AC2187                          STATION RECOVERY (1973)
 AC2187
 AC2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2187'RECOVERED IN GOOD CONDITION.
 AC2187
 AC2187                          STATION RECOVERY (1978)
 AC2187
 AC2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2187'RECOVERED IN GOOD CONDITION.
 AC2187
 AC2187                          STATION RECOVERY (1990)
 AC2187
 AC2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC2187'IN MIAMI, AT 46 NORTHEAST 6TH STREET, IN THE SIDEWALK AT THE MAIN
 AC2187'ENTRANCE TO THE MIAMI BUILDERS EXCHANGE AT 46 NORTHEAST 6TH STREET,
 AC2187'9.7 M (31.8 FT) EAST OF A FIRE HYDRANT, 8.6 M (28.2 FT) SOUTH OF AND
 AC2187'LEVEL WITH THE STREET CENTER, AND 1.2 M (3.9 FT) NORTH OF THE
 AC2187'NORTHWEST CORNER OF THE BUILDING.
 AC2187
 AC2187                          STATION RECOVERY (1993)
 AC2187
 AC2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC2187'IN MIAMI, AT 46 NORTHEAST 6TH STREET, IN THE SIDEWALK AT THE MAIN
 AC2187'ENTRANCE TO THE MIAMI BUILDERS EXCHANGE AT 46 NORTHEAST 6TH STREET,
 AC2187'9.7 M (31.8 FT) EAST OF A FIRE HYDRANT, 8.6 M (28.2 FT) SOUTH OF AND
 AC2187'LEVEL WITH THE STREET CENTER, 6.2 M (20.3 FT) NORTH-NORTHEAST OF THE
 AC2187'CENTER OF THE ENTRANCE DOOR, AND 1.8 M (5.9 FT) WEST-SOUTHWEST OF A
 AC2187'FLAG POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2173 ***********************************************************************
 AC2173  DESIGNATION -  872 3165 TIDAL CITY 3
 AC2173  PID         -  AC2173
 AC2173  STATE/COUNTY-  FL/MIAMI-DADE
 AC2173  COUNTRY     -  US
 AC2173  USGS QUAD   -  MIAMI (2018)
 AC2173
 AC2173                         *CURRENT SURVEY CONTROL
 AC2173  ______________________________________________________________________
 AC2173* NAD 83(1986) POSITION- 25 46 45.     (N) 080 11 25.     (W)   SCALED
 AC2173* NAVD 88 ORTHO HEIGHT -     3.301 (meters)       10.83  (feet) ADJUSTED
 AC2173  ______________________________________________________________________
 AC2173  GEOID HEIGHT    -        -25.513 (meters)                     GEOID18
 AC2173  DYNAMIC HEIGHT  -          3.295 (meters)       10.81  (feet) COMP
 AC2173  MODELED GRAVITY -    979,032.0   (mgal)                       NAVD 88
 AC2173
 AC2173  VERT ORDER      -  FIRST     CLASS I
 AC2173
 AC2173.The horizontal coordinates were scaled from a map and have
 AC2173.an estimated accuracy of +/- 6 seconds.
 AC2173
 AC2173.The orthometric height was determined by differential leveling and
 AC2173.adjusted by the NATIONAL GEODETIC SURVEY
 AC2173.in June 1991.
 AC2173
 AC2173.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2173.GEOID18 height accuracy estimate available here.
 AC2173
 AC2173.Click photographs - Photos may exist for this station.
 AC2173
 AC2173.The dynamic height is computed by dividing the NAVD 88
 AC2173.geopotential number by the normal gravity value computed on the
 AC2173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2173.degrees latitude (g = 980.6199 gals.).
 AC2173
 AC2173.The modeled gravity was interpolated from observed gravity values.
 AC2173
 AC2173;                    North         East    Units  Estimated Accuracy
 AC2173;SPC FL E     -   160,400.      281,220.      MT  (+/- 180 meters Scaled)
 AC2173
 AC2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ811514(NAD 83)
 AC2173
 AC2173                          SUPERSEDED SURVEY CONTROL
 AC2173
 AC2173  NGVD 29 (??/??/92)    3.740  (m)           12.27   (f) SUPERSEDED  1 1
 AC2173  NGVD 29 (09/01/92)    3.773  (m)           12.38   (f) ADJUSTED    1 1
 AC2173
 AC2173.Superseded values are not recommended for survey control.
 AC2173
 AC2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2173.See file dsdata.pdf to determine how the superseded data were derived.
 AC2173
 AC2173_MARKER: Z = SEE DESCRIPTION
 AC2173_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AC2173_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2173
 AC2173  HISTORY     - Date     Condition        Report By
 AC2173  HISTORY     - UNK      MONUMENTED       FL2010
 AC2173  HISTORY     - 1952     GOOD             CGS
 AC2173  HISTORY     - 1973     GOOD             NGS
 AC2173  HISTORY     - 1978     GOOD             NGS
 AC2173  HISTORY     - 20070615 MARK NOT FOUND   DCPWD
 AC2173
 AC2173                          STATION DESCRIPTION
 AC2173
 AC2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 AC2173'AT MIAMI.
 AC2173'AT MIAMI, AT THE NORTHEAST CORNER OF THE INTERSECTION OF NE 2ND
 AC2173'AVENUE AND NE 5TH STREET, 11 FEET EAST OF THE EAST CURB LINE OF
 AC2173'2ND AVENUE, 5 FEET NORTH OF THE NORTH CURB OF NE 5TH AVE, 2 FEET
 AC2173'NORTHWEST OF A STEEL LIGHT POLE, 0.8 FOOT WEST OF THE EAST EDGE
 AC2173'OF SIDEWALK AND IS A BRASS PLUG SET IN THE TOP OF A 1-INCH PIPE.
 AC2173
 AC2173                          STATION RECOVERY (1973)
 AC2173
 AC2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2173'RECOVERED IN GOOD CONDITION.
 AC2173
 AC2173                          STATION RECOVERY (1978)
 AC2173
 AC2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2173'RECOVERED IN GOOD CONDITION.
 AC2173
 AC2173                          STATION RECOVERY (2007)
 AC2173
 AC2173'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2007 (MJW)
 AC2173'NEW SIDEWALK AND METRORAIL
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2189 ***********************************************************************
 AC2189  DESIGNATION -  872 3165 TIDAL CITY 4
 AC2189  PID         -  AC2189
 AC2189  STATE/COUNTY-  FL/MIAMI-DADE
 AC2189  COUNTRY     -  US
 AC2189  USGS QUAD   -  MIAMI (2018)
 AC2189
 AC2189                         *CURRENT SURVEY CONTROL
 AC2189  ______________________________________________________________________
 AC2189* NAD 83(1986) POSITION- 25 46 55.     (N) 080 11 24.     (W)   SCALED
 AC2189* NAVD 88 ORTHO HEIGHT -     2.787 (meters)        9.14  (feet) ADJUSTED
 AC2189  ______________________________________________________________________
 AC2189  GEOID HEIGHT    -        -25.510 (meters)                     GEOID18
 AC2189  DYNAMIC HEIGHT  -          2.782 (meters)        9.13  (feet) COMP
 AC2189  MODELED GRAVITY -    979,032.4   (mgal)                       NAVD 88
 AC2189
 AC2189  VERT ORDER      -  FIRST     CLASS I
 AC2189
 AC2189.The horizontal coordinates were scaled from a map and have
 AC2189.an estimated accuracy of +/- 6 seconds.
 AC2189
 AC2189.The orthometric height was determined by differential leveling and
 AC2189.adjusted by the NATIONAL GEODETIC SURVEY
 AC2189.in June 1991.
 AC2189
 AC2189.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2189.GEOID18 height accuracy estimate available here.
 AC2189
 AC2189.Click photographs - Photos may exist for this station.
 AC2189
 AC2189.The dynamic height is computed by dividing the NAVD 88
 AC2189.geopotential number by the normal gravity value computed on the
 AC2189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2189.degrees latitude (g = 980.6199 gals.).
 AC2189
 AC2189.The modeled gravity was interpolated from observed gravity values.
 AC2189
 AC2189;                    North         East    Units  Estimated Accuracy
 AC2189;SPC FL E     -   160,710.      281,240.      MT  (+/- 180 meters Scaled)
 AC2189
 AC2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ812517(NAD 83)
 AC2189
 AC2189                          SUPERSEDED SURVEY CONTROL
 AC2189
 AC2189  NGVD 29 (??/??/92)    3.26   (m)           10.7    (f) COMPUTED    1 1
 AC2189
 AC2189.Superseded values are not recommended for survey control.
 AC2189
 AC2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2189.See file dsdata.pdf to determine how the superseded data were derived.
 AC2189
 AC2189_MARKER: Z = SEE DESCRIPTION
 AC2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2189+STABILITY: SURFACE MOTION
 AC2189
 AC2189  HISTORY     - Date     Condition        Report By
 AC2189  HISTORY     - UNK      MONUMENTED       FL2010
 AC2189  HISTORY     - 1965     GOOD             CGS
 AC2189  HISTORY     - 1973     GOOD             NGS
 AC2189  HISTORY     - 19901210 MARK NOT FOUND   NGS
 AC2189
 AC2189                          STATION DESCRIPTION
 AC2189
 AC2189'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2189'AT MIAMI.
 AC2189'AT MIAMI, AT THE NORTHEAST CORNER OF THE INTERSECTION OF NE
 AC2189'8TH STREET AND NE 2ND AVENUE, AT THE SOUTHWEST CORNER OF THE
 AC2189'VILLA D ESTE HOTEL, 12 FEET EAST OF THE EAST CURB OF NE 2ND
 AC2189'AVENUE, 6 FEET NORTH OF THE NORTH CURB OF NE 8TH STREET, 1.2 FEET
 AC2189'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOTEL AND SET IN THE
 AC2189'TOP OF A CONCRETE POST 1 INCH BELOW THE LEVEL OF THE SIDEWALK.
 AC2189
 AC2189                          STATION RECOVERY (1973)
 AC2189
 AC2189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2189'RECOVERED IN GOOD CONDITION.
 AC2189
 AC2189                          STATION RECOVERY (1990)
 AC2189
 AC2189'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 AC2189'REFERENCE MEASUREMENTS LEAD TO A SIDEWALK.  ASSUMED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3186 ***********************************************************************
 AC3186  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3186  DESIGNATION -  872 3170 TIDAL 1
 AC3186  PID         -  AC3186
 AC3186  STATE/COUNTY-  FL/MIAMI-DADE
 AC3186  COUNTRY     -  US
 AC3186  USGS QUAD   -  MIAMI (2018)
 AC3186
 AC3186                         *CURRENT SURVEY CONTROL
 AC3186  ______________________________________________________________________
 AC3186* NAD 83(1986) POSITION- 25 46 06.     (N) 080 07 55.     (W)   SCALED
 AC3186* NAVD 88 ORTHO HEIGHT -     2.657 (meters)        8.72  (feet) ADJUSTED
 AC3186  ______________________________________________________________________
 AC3186  GEOID HEIGHT    -        -25.751 (meters)                     GEOID18
 AC3186  DYNAMIC HEIGHT  -          2.652 (meters)        8.70  (feet) COMP
 AC3186  MODELED GRAVITY -    979,027.7   (mgal)                       NAVD 88
 AC3186
 AC3186  VERT ORDER      -  FIRST     CLASS II
 AC3186
 AC3186.The horizontal coordinates were scaled from a map and have
 AC3186.an estimated accuracy of +/- 6 seconds.
 AC3186
 AC3186.The orthometric height was determined by differential leveling and
 AC3186.adjusted by the NATIONAL GEODETIC SURVEY
 AC3186.in June 1991.
 AC3186
 AC3186.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3186.GEOID18 height accuracy estimate available here.
 AC3186
 AC3186.This Tidal Bench Mark is designated as VM 5782
 AC3186.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3186
 AC3186.Click photographs - Photos may exist for this station.
 AC3186
 AC3186.The dynamic height is computed by dividing the NAVD 88
 AC3186.geopotential number by the normal gravity value computed on the
 AC3186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3186.degrees latitude (g = 980.6199 gals.).
 AC3186
 AC3186.The modeled gravity was interpolated from observed gravity values.
 AC3186
 AC3186;                    North         East    Units  Estimated Accuracy
 AC3186;SPC FL E     -   159,240.      287,070.      MT  (+/- 180 meters Scaled)
 AC3186
 AC3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ870503(NAD 83)
 AC3186
 AC3186                          SUPERSEDED SURVEY CONTROL
 AC3186
 AC3186  NGVD 29 (09/01/92)    3.146  (m)           10.32   (f) ADJUSTED    1 2
 AC3186
 AC3186.Superseded values are not recommended for survey control.
 AC3186
 AC3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3186.See file dsdata.pdf to determine how the superseded data were derived.
 AC3186
 AC3186_MARKER: DJ = TIDAL STATION DISK
 AC3186_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3186_SP_SET: MUNICIPAL PIER DECK
 AC3186_STAMPING: NO 1 1975
 AC3186_MARK LOGO: NOS
 AC3186_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3186
 AC3186  HISTORY     - Date     Condition        Report By
 AC3186  HISTORY     - 1975     MONUMENTED       NOS
 AC3186  HISTORY     - 1978     GOOD             NGS
 AC3186  HISTORY     - 1982     GOOD             FLDNR
 AC3186  HISTORY     - 20030127 MARK NOT FOUND   USPSQD
 AC3186
 AC3186                          STATION DESCRIPTION
 AC3186
 AC3186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AC3186'IN MIAMI BEACH.
 AC3186'IN MIAMI BEACH, AT THE EAST END OF BISCAYNE STREET, NEAR THE SOUTH
 AC3186'END OF MIAMI BEACH, AT THE WEST END OF THE MIAMI BEACH MUNICIPAL
 AC3186'PIER, SET IN THE TOP OF CONCRETE DECK AT THE NORTHWEST CORNER OF
 AC3186'PIER, 18 FT. WEST OF FIRST LAMP POLE ON NORTH SIDE OF PIER, AND 18
 AC3186'FT. NORTH OF THE NORTH SIDE OF WALK LEADING TO PIER.
 AC3186
 AC3186                          STATION RECOVERY (1982)
 AC3186
 AC3186'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC3186'RECOVERED IN GOOD CONDITION.
 AC3186
 AC3186                          STATION RECOVERY (2003)
 AC3186
 AC3186'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT)
 AC3186'THE MUNICIPAL PIER IN WHICH THE MARK WAS SET HAS BEEN DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2246 ***********************************************************************
 AC2246  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2246  DESIGNATION -  872 3170 TIDAL 10
 AC2246  PID         -  AC2246
 AC2246  STATE/COUNTY-  FL/MIAMI-DADE
 AC2246  COUNTRY     -  US
 AC2246  USGS QUAD   -  MIAMI (2018)
 AC2246
 AC2246                         *CURRENT SURVEY CONTROL
 AC2246  ______________________________________________________________________
 AC2246* NAD 83(1986) POSITION- 25 46 05.     (N) 080 08 13.     (W)   SCALED
 AC2246* NAVD 88 ORTHO HEIGHT -     0.809 (meters)        2.65  (feet) ADJUSTED
 AC2246  ______________________________________________________________________
 AC2246  GEOID HEIGHT    -        -25.732 (meters)                     GEOID18
 AC2246  DYNAMIC HEIGHT  -          0.808 (meters)        2.65  (feet) COMP
 AC2246  MODELED GRAVITY -    979,027.8   (mgal)                       NAVD 88
 AC2246
 AC2246  VERT ORDER      -  FIRST     CLASS II
 AC2246
 AC2246.The horizontal coordinates were scaled from a map and have
 AC2246.an estimated accuracy of +/- 6 seconds.
 AC2246
 AC2246.The orthometric height was determined by differential leveling and
 AC2246.adjusted by the NATIONAL GEODETIC SURVEY
 AC2246.in June 1991.
 AC2246
 AC2246.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2246.GEOID18 height accuracy estimate available here.
 AC2246
 AC2246.This Tidal Bench Mark is designated as VM 5776
 AC2246.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC2246
 AC2246.Click photographs - Photos may exist for this station.
 AC2246
 AC2246.The dynamic height is computed by dividing the NAVD 88
 AC2246.geopotential number by the normal gravity value computed on the
 AC2246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2246.degrees latitude (g = 980.6199 gals.).
 AC2246
 AC2246.The modeled gravity was interpolated from observed gravity values.
 AC2246
 AC2246;                    North         East    Units  Estimated Accuracy
 AC2246;SPC FL E     -   159,200.      286,570.      MT  (+/- 180 meters Scaled)
 AC2246
 AC2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ865502(NAD 83)
 AC2246
 AC2246                          SUPERSEDED SURVEY CONTROL
 AC2246
 AC2246  NGVD 29 (??/??/92)    1.302  (m)            4.27   (f) SUPERSEDED  1 2
 AC2246  NGVD 29 (09/01/92)    1.285  (m)            4.22   (f) ADJUSTED    1 2
 AC2246
 AC2246.Superseded values are not recommended for survey control.
 AC2246
 AC2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2246.See file dsdata.pdf to determine how the superseded data were derived.
 AC2246
 AC2246_MARKER: DB = BENCH MARK DISK
 AC2246_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC2246+WITH SETTING: PAVEMENT
 AC2246_SP_SET: LIGHT POLE BASE
 AC2246_STAMPING: NO 10 1956
 AC2246_MARK LOGO: CGS
 AC2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2246+STABILITY: SURFACE MOTION
 AC2246
 AC2246  HISTORY     - Date     Condition        Report By
 AC2246  HISTORY     - 1956     MONUMENTED       CGS
 AC2246  HISTORY     - 1965     GOOD             CGS
 AC2246  HISTORY     - 1973     GOOD             NGS
 AC2246  HISTORY     - 1978     GOOD             NGS
 AC2246  HISTORY     - 1982     GOOD             FLDNR
 AC2246
 AC2246                          STATION DESCRIPTION
 AC2246
 AC2246'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2246'AT MIAMI BEACH.
 AC2246'AT MIAMI BEACH, NEAR THE SOUTH END OF MIAMI BEACH, AT THE
 AC2246'WEST END OF BISCAYNE STREET, ABOUT 68 YARDS WEST OF THE JUNCTION
 AC2246'OF THE STREET AND ALTON ROAD, NEAR THE NORTHWEST CORNER OF THE
 AC2246'SOUTH SHORE RECREATION PARK, SET ON THE TOP OF THE NORTHWEST
 AC2246'CORNER OF THE CONCRETE BASE TO A METAL LIGHT POLE NO. 166D6,
 AC2246'9 1/2 FEET NORTHEAST OF THE EAST EDGE OF THE NORTH ENTRANCE
 AC2246'TO RECREATION BLDG, 62 FEET EAST OF THE WEST EDGE OF THE BULKHEAD
 AC2246'ON THE WATER FRONT AND ABOUT LEVEL WITH THE GROUND.
 AC2246
 AC2246                          STATION RECOVERY (1973)
 AC2246
 AC2246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2246'RECOVERED IN GOOD CONDITION.
 AC2246
 AC2246                          STATION RECOVERY (1978)
 AC2246
 AC2246'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2246'RECOVERED IN GOOD CONDITION.
 AC2246
 AC2246                          STATION RECOVERY (1982)
 AC2246
 AC2246'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2246'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2248 ***********************************************************************
 AC2248  DESIGNATION -  872 3170 TIDAL 11
 AC2248  PID         -  AC2248
 AC2248  STATE/COUNTY-  FL/MIAMI-DADE
 AC2248  COUNTRY     -  US
 AC2248  USGS QUAD   -  MIAMI (2018)
 AC2248
 AC2248                         *CURRENT SURVEY CONTROL
 AC2248  ______________________________________________________________________
 AC2248* NAD 83(1986) POSITION- 25 46 07.     (N) 080 08 14.     (W)   SCALED
 AC2248* NAVD 88 ORTHO HEIGHT -     0.734 (meters)        2.41  (feet) ADJUSTED
 AC2248  ______________________________________________________________________
 AC2248  GEOID HEIGHT    -        -25.730 (meters)                     GEOID18
 AC2248  DYNAMIC HEIGHT  -          0.733 (meters)        2.40  (feet) COMP
 AC2248  MODELED GRAVITY -    979,027.9   (mgal)                       NAVD 88
 AC2248
 AC2248  VERT ORDER      -  FIRST     CLASS I
 AC2248
 AC2248.The horizontal coordinates were scaled from a map and have
 AC2248.an estimated accuracy of +/- 6 seconds.
 AC2248
 AC2248.The orthometric height was determined by differential leveling and
 AC2248.adjusted by the NATIONAL GEODETIC SURVEY
 AC2248.in June 1991.
 AC2248
 AC2248.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2248.GEOID18 height accuracy estimate available here.
 AC2248
 AC2248.Click photographs - Photos may exist for this station.
 AC2248
 AC2248.The dynamic height is computed by dividing the NAVD 88
 AC2248.geopotential number by the normal gravity value computed on the
 AC2248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2248.degrees latitude (g = 980.6199 gals.).
 AC2248
 AC2248.The modeled gravity was interpolated from observed gravity values.
 AC2248
 AC2248;                    North         East    Units  Estimated Accuracy
 AC2248;SPC FL E     -   159,270.      286,550.      MT  (+/- 180 meters Scaled)
 AC2248
 AC2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ865503(NAD 83)
 AC2248
 AC2248                          SUPERSEDED SURVEY CONTROL
 AC2248
 AC2248  NGVD 29 (??/??/92)    1.206  (m)            3.96   (f) ADJ UNCH    1 1
 AC2248
 AC2248.Superseded values are not recommended for survey control.
 AC2248
 AC2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2248.See file dsdata.pdf to determine how the superseded data were derived.
 AC2248
 AC2248_MARKER: DB = BENCH MARK DISK
 AC2248_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC2248+WITH SETTING: PAVEMENT
 AC2248_SP_SET: POST BASE
 AC2248_STAMPING: NO 11 1956
 AC2248_MARK LOGO: CGS
 AC2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2248+STABILITY: SURFACE MOTION
 AC2248
 AC2248  HISTORY     - Date     Condition        Report By
 AC2248  HISTORY     - 1956     MONUMENTED       CGS
 AC2248  HISTORY     - 1965     GOOD             CGS
 AC2248  HISTORY     - 1970     MARK NOT FOUND   NGS
 AC2248  HISTORY     - 1978     MARK NOT FOUND   NGS
 AC2248  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AC2248
 AC2248                          STATION DESCRIPTION
 AC2248
 AC2248'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2248'AT MIAMI BEACH.
 AC2248'AT MIAMI BEACH, 0.45 MILE SOUTHEAST ALONG ALTON ROAD FROM THE
 AC2248'INTERSECTION OF MC ARTHUR CAUSEWAY AT MIAMI, NEAR THE JUNCTION
 AC2248'OF ALTON ROAD AND 1ST STREET, SET ON THE TOP OF THE NORTH CORNER
 AC2248'OF A CONCRETE BASE WHICH SUPPORTS A 6 INCH METAL POST, NEAR THE
 AC2248'CITY OF MIAMI BEACH WAREHOUSE, 21 1/2 FEET SOUTHWEST OF THE SOUTHWEST
 AC2248'CURB OF ALTON ROAD, 9 FEET NORTHWEST OF THE NORTHWEST CORNER
 AC2248'OF THE WAREHOUSE BUILDING, 1 FOOT NORTH OF THE METAL POST, ABOUT
 AC2248'LEVEL WITH ALTON ROAD AND ABOUT 0.3 FOOT BELOW THE LEVEL OF THE
 AC2248'GROUND.
 AC2248
 AC2248                          STATION RECOVERY (1970)
 AC2248
 AC2248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AC2248'MARK NOT FOUND.
 AC2248
 AC2248                          STATION RECOVERY (1978)
 AC2248
 AC2248'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2248'NOT RECOVERED THIS DATE.
 AC2248
 AC2248                          STATION RECOVERY (2006)
 AC2248
 AC2248'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC2248'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3187 ***********************************************************************
 AC3187  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3187  DESIGNATION -  872 3170 TIDAL 2
 AC3187  PID         -  AC3187
 AC3187  STATE/COUNTY-  FL/MIAMI-DADE
 AC3187  COUNTRY     -  US
 AC3187  USGS QUAD   -  MIAMI (2018)
 AC3187
 AC3187                         *CURRENT SURVEY CONTROL
 AC3187  ______________________________________________________________________
 AC3187* NAD 83(1986) POSITION- 25 46 06.     (N) 080 07 55.     (W)   SCALED
 AC3187* NAVD 88 ORTHO HEIGHT -     2.117 (meters)        6.95  (feet) ADJUSTED
 AC3187  ______________________________________________________________________
 AC3187  GEOID HEIGHT    -        -25.751 (meters)                     GEOID18
 AC3187  DYNAMIC HEIGHT  -          2.114 (meters)        6.94  (feet) COMP
 AC3187  MODELED GRAVITY -    979,027.7   (mgal)                       NAVD 88
 AC3187
 AC3187  VERT ORDER      -  FIRST     CLASS II
 AC3187
 AC3187.The horizontal coordinates were scaled from a map and have
 AC3187.an estimated accuracy of +/- 6 seconds.
 AC3187
 AC3187.The orthometric height was determined by differential leveling and
 AC3187.adjusted by the NATIONAL GEODETIC SURVEY
 AC3187.in June 1991.
 AC3187
 AC3187.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3187.GEOID18 height accuracy estimate available here.
 AC3187
 AC3187.This Tidal Bench Mark is designated as VM 5783
 AC3187.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3187
 AC3187.Click photographs - Photos may exist for this station.
 AC3187
 AC3187.The dynamic height is computed by dividing the NAVD 88
 AC3187.geopotential number by the normal gravity value computed on the
 AC3187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3187.degrees latitude (g = 980.6199 gals.).
 AC3187
 AC3187.The modeled gravity was interpolated from observed gravity values.
 AC3187
 AC3187;                    North         East    Units  Estimated Accuracy
 AC3187;SPC FL E     -   159,240.      287,070.      MT  (+/- 180 meters Scaled)
 AC3187
 AC3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ870503(NAD 83)
 AC3187
 AC3187                          SUPERSEDED SURVEY CONTROL
 AC3187
 AC3187  NGVD 29 (09/01/92)    2.598  (m)            8.52   (f) ADJUSTED    1 2
 AC3187
 AC3187.Superseded values are not recommended for survey control.
 AC3187
 AC3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3187.See file dsdata.pdf to determine how the superseded data were derived.
 AC3187
 AC3187_MARKER: DJ = TIDAL STATION DISK
 AC3187_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3187_SP_SET: FLOOR
 AC3187_STAMPING: NO 2 1975
 AC3187_MARK LOGO: NOS
 AC3187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3187
 AC3187  HISTORY     - Date     Condition        Report By
 AC3187  HISTORY     - 1975     MONUMENTED       NOS
 AC3187  HISTORY     - 1978     GOOD             NGS
 AC3187  HISTORY     - 1982     GOOD             FLDNR
 AC3187  HISTORY     - 20030127 MARK NOT FOUND   USPSQD
 AC3187
 AC3187                          STATION DESCRIPTION
 AC3187
 AC3187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AC3187'IN MIAMI BEACH.
 AC3187'IN MIAMI BEACH, AT THE EAST END OF BISCAYNE STREET, NEAR THE SOUTH
 AC3187'END OF MIAMI BEACH, AT THE WEST END OF MIAMI BEACH MUNICIPAL PIER,
 AC3187'ON THE SOUTH SIDE OF THE WEST ENTRANCE TO PIER, SET IN THE TOP OF THE
 AC3187'CONCRETE FLOOR OF COVERED SEATING AREA, 43 FT. SOUTHWEST OF THE
 AC3187'NORTHEAST CORNER  OF COVERED AREA, AND 16 FT. NORTH OF SOUTHWEST
 AC3187'CORNER OF COVERED AREA.
 AC3187
 AC3187                          STATION RECOVERY (1982)
 AC3187
 AC3187'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC3187'RECOVERED IN GOOD CONDITION.
 AC3187
 AC3187                          STATION RECOVERY (2003)
 AC3187
 AC3187'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT)
 AC3187'THE MUNICIPAL PIER HAS BEEN DESTROYED AND SURROUNDING AREA LEVELED AS
 AC3187'PART OF URBAN RENEWAL PROJECT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3184 ***********************************************************************
 AC3184  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3184  DESIGNATION -  872 3170 TIDAL 3
 AC3184  PID         -  AC3184
 AC3184  STATE/COUNTY-  FL/MIAMI-DADE
 AC3184  COUNTRY     -  US
 AC3184  USGS QUAD   -  MIAMI (2018)
 AC3184
 AC3184                         *CURRENT SURVEY CONTROL
 AC3184  ______________________________________________________________________
 AC3184* NAD 83(1986) POSITION- 25 46 06.     (N) 080 07 50.     (W)   SCALED
 AC3184* NAVD 88 ORTHO HEIGHT -     2.670 (meters)        8.76  (feet) ADJUSTED
 AC3184  ______________________________________________________________________
 AC3184  GEOID HEIGHT    -        -25.757 (meters)                     GEOID18
 AC3184  DYNAMIC HEIGHT  -          2.665 (meters)        8.74  (feet) COMP
 AC3184  MODELED GRAVITY -    979,027.6   (mgal)                       NAVD 88
 AC3184
 AC3184  VERT ORDER      -  FIRST     CLASS II
 AC3184
 AC3184.The horizontal coordinates were scaled from a map and have
 AC3184.an estimated accuracy of +/- 6 seconds.
 AC3184
 AC3184.The orthometric height was determined by differential leveling and
 AC3184.adjusted by the NATIONAL GEODETIC SURVEY
 AC3184.in June 1991.
 AC3184
 AC3184.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3184.GEOID18 height accuracy estimate available here.
 AC3184
 AC3184.This Tidal Bench Mark is designated as VM 5780
 AC3184.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3184
 AC3184.Click photographs - Photos may exist for this station.
 AC3184
 AC3184.The dynamic height is computed by dividing the NAVD 88
 AC3184.geopotential number by the normal gravity value computed on the
 AC3184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3184.degrees latitude (g = 980.6199 gals.).
 AC3184
 AC3184.The modeled gravity was interpolated from observed gravity values.
 AC3184
 AC3184;                    North         East    Units  Estimated Accuracy
 AC3184;SPC FL E     -   159,240.      287,210.      MT  (+/- 180 meters Scaled)
 AC3184
 AC3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ871503(NAD 83)
 AC3184
 AC3184                          SUPERSEDED SURVEY CONTROL
 AC3184
 AC3184  NGVD 29 (09/01/92)    3.163  (m)           10.38   (f) ADJUSTED    1 2
 AC3184
 AC3184.Superseded values are not recommended for survey control.
 AC3184
 AC3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3184.See file dsdata.pdf to determine how the superseded data were derived.
 AC3184
 AC3184_MARKER: DJ = TIDAL STATION DISK
 AC3184_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3184_SP_SET: PIER DECK
 AC3184_STAMPING: NO 3 1974
 AC3184_MARK LOGO: NOS
 AC3184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3184
 AC3184  HISTORY     - Date     Condition        Report By
 AC3184  HISTORY     - 1974     MONUMENTED       NOS
 AC3184  HISTORY     - 1979     GOOD             NGS
 AC3184  HISTORY     - 1982     GOOD             FLDNR
 AC3184
 AC3184                          STATION DESCRIPTION
 AC3184
 AC3184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AC3184'IN MIAMI BEACH.
 AC3184'AT THE EAST END OF THE MIAMI BEACH CITY PARK, SET IN TOP OF THE
 AC3184'CONCRETE PIER DECK, 30 FT WEST OF THE SOUTHEAST CORNER OF THE PIER,
 AC3184'0.6 FT NORTH OF THE SOUTH GUARD RAIL, FLUSH WITH THE PIER DECK.
 AC3184
 AC3184                          STATION RECOVERY (1982)
 AC3184
 AC3184'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC3184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3189 ***********************************************************************
 AC3189  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3189  DESIGNATION -  872 3170 TIDAL 3
 AC3189  PID         -  AC3189
 AC3189  STATE/COUNTY-  FL/MIAMI-DADE
 AC3189  COUNTRY     -  US
 AC3189  USGS QUAD   -  MIAMI (2018)
 AC3189
 AC3189                         *CURRENT SURVEY CONTROL
 AC3189  ______________________________________________________________________
 AC3189* NAD 83(1986) POSITION- 25 46 06.     (N) 080 07 59.     (W)   SCALED
 AC3189* NAVD 88 ORTHO HEIGHT -     1.945 (meters)        6.38  (feet) ADJUSTED
 AC3189  ______________________________________________________________________
 AC3189  GEOID HEIGHT    -        -25.747 (meters)                     GEOID18
 AC3189  DYNAMIC HEIGHT  -          1.942 (meters)        6.37  (feet) COMP
 AC3189  MODELED GRAVITY -    979,027.7   (mgal)                       NAVD 88
 AC3189
 AC3189  VERT ORDER      -  FIRST     CLASS II
 AC3189
 AC3189.The horizontal coordinates were scaled from a map and have
 AC3189.an estimated accuracy of +/- 6 seconds.
 AC3189
 AC3189.The orthometric height was determined by differential leveling and
 AC3189.adjusted by the NATIONAL GEODETIC SURVEY
 AC3189.in June 1991.
 AC3189
 AC3189.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3189.GEOID18 height accuracy estimate available here.
 AC3189
 AC3189.This Tidal Bench Mark is designated as VM 5784
 AC3189.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3189
 AC3189.Click photographs - Photos may exist for this station.
 AC3189
 AC3189.The dynamic height is computed by dividing the NAVD 88
 AC3189.geopotential number by the normal gravity value computed on the
 AC3189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3189.degrees latitude (g = 980.6199 gals.).
 AC3189
 AC3189.The modeled gravity was interpolated from observed gravity values.
 AC3189
 AC3189;                    North         East    Units  Estimated Accuracy
 AC3189;SPC FL E     -   159,240.      286,960.      MT  (+/- 180 meters Scaled)
 AC3189
 AC3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ869503(NAD 83)
 AC3189
 AC3189                          SUPERSEDED SURVEY CONTROL
 AC3189
 AC3189  NGVD 29 (09/01/92)    2.424  (m)            7.95   (f) ADJUSTED    1 2
 AC3189
 AC3189.Superseded values are not recommended for survey control.
 AC3189
 AC3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3189.See file dsdata.pdf to determine how the superseded data were derived.
 AC3189
 AC3189_MARKER: DJ = TIDAL STATION DISK
 AC3189_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3189_SP_SET: SIDEWALK
 AC3189_STAMPING: NO 3 1975
 AC3189_MARK LOGO: NOS
 AC3189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3189
 AC3189  HISTORY     - Date     Condition        Report By
 AC3189  HISTORY     - 1975     MONUMENTED       NOS
 AC3189  HISTORY     - 1978     GOOD             NGS
 AC3189  HISTORY     - 1982     GOOD             FLDNR
 AC3189  HISTORY     - 20030127 MARK NOT FOUND   USPSQD
 AC3189
 AC3189                          STATION DESCRIPTION
 AC3189
 AC3189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AC3189'IN MIAMI.
 AC3189'IN MIAMI, AT THE WEST CORNER OF BISCAYNE STREET AND OCEAN DRIVE,
 AC3189'SET IN TOP OF CONCRETE SIDEWALK, 230 FT. WEST OF BENCH MARK 872-3170
 AC3189'TIDAL 2, 39 FT. SOUTH OF A FIRE HYDRANT, 10 FT. NORTH OF THE NORTH
 AC3189'CURB OF BISCAYNE STREET, 10 FT. EAST OF EAST CURB OF OCEAN DRIVE.
 AC3189
 AC3189                          STATION RECOVERY (1982)
 AC3189
 AC3189'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC3189'RECOVERED IN GOOD CONDITION.
 AC3189
 AC3189                          STATION RECOVERY (2003)
 AC3189
 AC3189'RECOVERY NOTE BY US POWER SQUADRON 2003 (CGT)
 AC3189'THE INTERSECTION HAS BEEN RECONFIGURED AS PART OF URBAN RENEWAL
 AC3189'PROJECT
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2247 ***********************************************************************
 AC2247  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2247  DESIGNATION -  872 3170 TIDAL 4
 AC2247  PID         -  AC2247
 AC2247  STATE/COUNTY-  FL/MIAMI-DADE
 AC2247  COUNTRY     -  US
 AC2247  USGS QUAD   -  MIAMI (2018)
 AC2247
 AC2247                         *CURRENT SURVEY CONTROL
 AC2247  ______________________________________________________________________
 AC2247* NAD 83(1986) POSITION- 25 46 09.     (N) 080 08 13.     (W)   SCALED
 AC2247* NAVD 88 ORTHO HEIGHT -     0.937 (meters)        3.07  (feet) ADJUSTED
 AC2247  ______________________________________________________________________
 AC2247  GEOID HEIGHT    -        -25.730 (meters)                     GEOID18
 AC2247  DYNAMIC HEIGHT  -          0.936 (meters)        3.07  (feet) COMP
 AC2247  MODELED GRAVITY -    979,028.0   (mgal)                       NAVD 88
 AC2247
 AC2247  VERT ORDER      -  FIRST     CLASS II
 AC2247
 AC2247.The horizontal coordinates were scaled from a map and have
 AC2247.an estimated accuracy of +/- 6 seconds.
 AC2247
 AC2247.The orthometric height was determined by differential leveling and
 AC2247.adjusted by the NATIONAL GEODETIC SURVEY
 AC2247.in June 1991.
 AC2247
 AC2247.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2247.GEOID18 height accuracy estimate available here.
 AC2247
 AC2247.This Tidal Bench Mark is designated as VM 5773
 AC2247.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC2247
 AC2247.Click photographs - Photos may exist for this station.
 AC2247
 AC2247.The dynamic height is computed by dividing the NAVD 88
 AC2247.geopotential number by the normal gravity value computed on the
 AC2247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2247.degrees latitude (g = 980.6199 gals.).
 AC2247
 AC2247.The modeled gravity was interpolated from observed gravity values.
 AC2247
 AC2247;                    North         East    Units  Estimated Accuracy
 AC2247;SPC FL E     -   159,330.      286,570.      MT  (+/- 180 meters Scaled)
 AC2247
 AC2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ865504(NAD 83)
 AC2247
 AC2247                          SUPERSEDED SURVEY CONTROL
 AC2247
 AC2247  NGVD 29 (??/??/92)    1.421  (m)            4.66   (f) SUPERSEDED  1 2
 AC2247  NGVD 29 (09/01/92)    1.409  (m)            4.62   (f) ADJUSTED    1 2
 AC2247
 AC2247.Superseded values are not recommended for survey control.
 AC2247
 AC2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2247.See file dsdata.pdf to determine how the superseded data were derived.
 AC2247
 AC2247_MARKER: DB = BENCH MARK DISK
 AC2247_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC2247_SP_SET: FENCE POST
 AC2247_STAMPING: NO 4 1928
 AC2247_MARK LOGO: CGS
 AC2247_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC2247
 AC2247  HISTORY     - Date     Condition        Report By
 AC2247  HISTORY     - 1928     MONUMENTED       CGS
 AC2247  HISTORY     - 1965     GOOD             CGS
 AC2247  HISTORY     - 1973     GOOD             NGS
 AC2247  HISTORY     - 1978     GOOD             NGS
 AC2247  HISTORY     - 1982     GOOD             FLDNR
 AC2247  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AC2247
 AC2247                          STATION DESCRIPTION
 AC2247
 AC2247'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2247'AT MIAMI BEACH.
 AC2247'AT MIAMI BEACH, NEAR THE JUNCTION OF ALTON ROAD, JEFFERSON AVENUE
 AC2247'AND COMMERCE STREET, SET VERTICALLY IN THE SOUTH FACE OF THE
 AC2247'SOUTH POST IN THE NORTH-SOUTH FENCE LINE AROUND A LARGE CITY
 AC2247'WATER TANK, 66 FEET NORTH OF THE EXTENDED CENTER LINE OF COMMERCE
 AC2247'STREET, 36 FEET WEST OF THE CENTER LINE OF JEFFERSON AVENUE,
 AC2247'ABOUT LEVEL WITH THE AVENUE AND 0.6 FOOT ABOVE THE LEVEL OF THE
 AC2247'GROUND.
 AC2247
 AC2247                          STATION RECOVERY (1973)
 AC2247
 AC2247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2247'RECOVERED IN GOOD CONDITION.
 AC2247
 AC2247                          STATION RECOVERY (1978)
 AC2247
 AC2247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2247'RECOVERED IN GOOD CONDITION.
 AC2247
 AC2247                          STATION RECOVERY (1982)
 AC2247
 AC2247'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2247'RECOVERED IN GOOD CONDITION.
 AC2247
 AC2247                          STATION RECOVERY (2006)
 AC2247
 AC2247'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC2247'THE WATER TANK IS GONE, AS IS THE NEARBY FENCE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2244 ***********************************************************************
 AC2244  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2244  DESIGNATION -  872 3170 TIDAL 7
 AC2244  PID         -  AC2244
 AC2244  STATE/COUNTY-  FL/MIAMI-DADE
 AC2244  COUNTRY     -  US
 AC2244  USGS QUAD   -  MIAMI (2018)
 AC2244
 AC2244                         *CURRENT SURVEY CONTROL
 AC2244  ______________________________________________________________________
 AC2244* NAD 83(1986) POSITION- 25 46 01.     (N) 080 08 11.     (W)   SCALED
 AC2244* NAVD 88 ORTHO HEIGHT -     0.754 (meters)        2.47  (feet) ADJUSTED
 AC2244  ______________________________________________________________________
 AC2244  GEOID HEIGHT    -        -25.735 (meters)                     GEOID18
 AC2244  DYNAMIC HEIGHT  -          0.753 (meters)        2.47  (feet) COMP
 AC2244  MODELED GRAVITY -    979,027.6   (mgal)                       NAVD 88
 AC2244
 AC2244  VERT ORDER      -  FIRST     CLASS II
 AC2244
 AC2244.The horizontal coordinates were scaled from a map and have
 AC2244.an estimated accuracy of +/- 6 seconds.
 AC2244
 AC2244.The orthometric height was determined by differential leveling and
 AC2244.adjusted by the NATIONAL GEODETIC SURVEY
 AC2244.in June 1991.
 AC2244
 AC2244.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2244.GEOID18 height accuracy estimate available here.
 AC2244
 AC2244.This Tidal Bench Mark is designated as VM 5774
 AC2244.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC2244
 AC2244.Click photographs - Photos may exist for this station.
 AC2244
 AC2244.The dynamic height is computed by dividing the NAVD 88
 AC2244.geopotential number by the normal gravity value computed on the
 AC2244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2244.degrees latitude (g = 980.6199 gals.).
 AC2244
 AC2244.The modeled gravity was interpolated from observed gravity values.
 AC2244
 AC2244;                    North         East    Units  Estimated Accuracy
 AC2244;SPC FL E     -   159,080.      286,630.      MT  (+/- 180 meters Scaled)
 AC2244
 AC2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ866501(NAD 83)
 AC2244
 AC2244                          SUPERSEDED SURVEY CONTROL
 AC2244
 AC2244  NGVD 29 (??/??/92)    1.240  (m)            4.07   (f) SUPERSEDED  1 2
 AC2244  NGVD 29 (09/01/92)    1.228  (m)            4.03   (f) ADJUSTED    1 2
 AC2244
 AC2244.Superseded values are not recommended for survey control.
 AC2244
 AC2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2244.See file dsdata.pdf to determine how the superseded data were derived.
 AC2244
 AC2244_MARKER: DB = BENCH MARK DISK
 AC2244_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC2244+WITH SETTING: PAVEMENT
 AC2244_SP_SET: GATEPOST BASE
 AC2244_STAMPING: 7 1937
 AC2244_MARK LOGO: CGS
 AC2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2244+STABILITY: SURFACE MOTION
 AC2244
 AC2244  HISTORY     - Date     Condition        Report By
 AC2244  HISTORY     - 1937     MONUMENTED       CGS
 AC2244  HISTORY     - 1965     GOOD             CGS
 AC2244  HISTORY     - 1973     GOOD             NGS
 AC2244  HISTORY     - 1978     GOOD             NGS
 AC2244  HISTORY     - 1982     GOOD             FLDNR
 AC2244  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AC2244
 AC2244                          STATION DESCRIPTION
 AC2244
 AC2244'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2244'AT MIAMI BEACH.
 AC2244'AT MIAMI BEACH, NEAR THE SOUTH END OF WASHINGTON AVENUE, NEAR
 AC2244'THE SOUTH END OF THE ISLAND, ABOUT 100 YARDS SOUTH OF THE
 AC2244'INTERSECTION OF THE AVENUE AND BISCAYNE STREET, SET ON THE
 AC2244'TOP OF THE NORTHWEST SIDE OF THE CONCRETE BASE TO THE EAST
 AC2244'POST TO THE GATE ACROSS THE ENTRANCE DRIVE TO THE CORP OF
 AC2244'ENGINEERS OFFICE BUILDING, AT THE U.S. RESERVATION, 8 FEET
 AC2244'EAST OF THE EXTENDED CENTER LINE OF THE AVENUE, 0.3 FOOT NORTHWEST
 AC2244'OF THE GATEPOST AND ABOUT 1/2 FOOT ABOVE THE ENTRANCE DRIVE.
 AC2244
 AC2244                          STATION RECOVERY (1973)
 AC2244
 AC2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2244'RECOVERED IN GOOD CONDITION.
 AC2244
 AC2244                          STATION RECOVERY (1978)
 AC2244
 AC2244'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2244'RECOVERED IN GOOD CONDITION.
 AC2244
 AC2244                          STATION RECOVERY (1982)
 AC2244
 AC2244'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2244'RECOVERED IN GOOD CONDITION.
 AC2244
 AC2244                          STATION RECOVERY (2006)
 AC2244
 AC2244'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC2244'THE AREA IS THE WESTERN EDGE OF A PUBLIC PARK, WITH CONSTRUCTION
 AC2244'FENCES.    THE COE BUILDINGS ARE GONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2240 ***********************************************************************
 AC2240  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2240  DESIGNATION -  872 3170 TIDAL 9
 AC2240  PID         -  AC2240
 AC2240  STATE/COUNTY-  FL/MIAMI-DADE
 AC2240  COUNTRY     -  US
 AC2240  USGS QUAD   -  MIAMI (2018)
 AC2240
 AC2240                         *CURRENT SURVEY CONTROL
 AC2240  ______________________________________________________________________
 AC2240* NAD 83(1986) POSITION- 25 46 06.     (N) 080 07 55.     (W)   SCALED
 AC2240* NAVD 88 ORTHO HEIGHT -     2.656 (meters)        8.71  (feet) ADJUSTED
 AC2240  ______________________________________________________________________
 AC2240  GEOID HEIGHT    -        -25.751 (meters)                     GEOID18
 AC2240  DYNAMIC HEIGHT  -          2.651 (meters)        8.70  (feet) COMP
 AC2240  MODELED GRAVITY -    979,027.7   (mgal)                       NAVD 88
 AC2240
 AC2240  VERT ORDER      -  FIRST     CLASS II
 AC2240
 AC2240.The horizontal coordinates were scaled from a map and have
 AC2240.an estimated accuracy of +/- 6 seconds.
 AC2240
 AC2240.The orthometric height was determined by differential leveling and
 AC2240.adjusted by the NATIONAL GEODETIC SURVEY
 AC2240.in June 1991.
 AC2240
 AC2240.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2240.GEOID18 height accuracy estimate available here.
 AC2240
 AC2240.This Tidal Bench Mark is designated as VM 5775
 AC2240.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC2240
 AC2240.Click photographs - Photos may exist for this station.
 AC2240
 AC2240.The dynamic height is computed by dividing the NAVD 88
 AC2240.geopotential number by the normal gravity value computed on the
 AC2240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2240.degrees latitude (g = 980.6199 gals.).
 AC2240
 AC2240.The modeled gravity was interpolated from observed gravity values.
 AC2240
 AC2240;                    North         East    Units  Estimated Accuracy
 AC2240;SPC FL E     -   159,240.      287,070.      MT  (+/- 180 meters Scaled)
 AC2240
 AC2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ870503(NAD 83)
 AC2240
 AC2240                          SUPERSEDED SURVEY CONTROL
 AC2240
 AC2240  NGVD 29 (??/??/92)    3.149  (m)           10.33   (f) SUPERSEDED  1 2
 AC2240  NGVD 29 (09/01/92)    3.149  (m)           10.33   (f) ADJUSTED    1 2
 AC2240
 AC2240.Superseded values are not recommended for survey control.
 AC2240
 AC2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2240.See file dsdata.pdf to determine how the superseded data were derived.
 AC2240
 AC2240_MARKER: DB = BENCH MARK DISK
 AC2240_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC2240_SP_SET: PIER
 AC2240_STAMPING: 9 1955
 AC2240_MARK LOGO: CGS
 AC2240_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC2240
 AC2240  HISTORY     - Date     Condition        Report By
 AC2240  HISTORY     - 1955     MONUMENTED       CGS
 AC2240  HISTORY     - 1965     GOOD             CGS
 AC2240  HISTORY     - 1973     GOOD             NGS
 AC2240  HISTORY     - 1978     GOOD             NGS
 AC2240  HISTORY     - 1982     GOOD             FLDNR
 AC2240
 AC2240                          STATION DESCRIPTION
 AC2240
 AC2240'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC2240'AT MIAMI BEACH.
 AC2240'AT MIAMI BEACH, NEAR THE EAST END OF BISCAYNE STREET, NEAR
 AC2240'THE SOUTH END OF MIAMI BEACH, ABOUT 122 YARDS EAST OF THE
 AC2240'WEST END OF THE CITY PIER, SET ON THE TOP OF THE CONCRETE
 AC2240'FLOOR ALONG THE NORTH EDGE OF THE PIER, 39 FEET NORTHWEST OF THE
 AC2240'NORTHEAST CORNER OF THE LADIES POWDER ROOM, DIRECTLY IN
 AC2240'FRONT OF THE C AND GS TIDE STATION ON THE PIER AND 0.3 FOOT SOUTH
 AC2240'OF THE SOUTH FACE OF THE NORTH GUARD RAIL OF THE PIER.
 AC2240
 AC2240                          STATION RECOVERY (1973)
 AC2240
 AC2240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 AC2240'RECOVERED IN GOOD CONDITION.
 AC2240
 AC2240                          STATION RECOVERY (1978)
 AC2240
 AC2240'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC2240'RECOVERED IN GOOD CONDITION.
 AC2240
 AC2240                          STATION RECOVERY (1982)
 AC2240
 AC2240'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2240'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3319 ***********************************************************************
 AC3319  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3319  DESIGNATION -  872 3205 D TIDAL FLDNR
 AC3319  PID         -  AC3319
 AC3319  STATE/COUNTY-  FL/MIAMI-DADE
 AC3319  COUNTRY     -  US
 AC3319  USGS QUAD   -  KEY BISCAYNE (2018)
 AC3319
 AC3319                         *CURRENT SURVEY CONTROL
 AC3319  ______________________________________________________________________
 AC3319* NAD 83(1986) POSITION- 25 43 37.     (N) 080 14 13.     (W)   SCALED
 AC3319* NAVD 88 ORTHO HEIGHT -     1.042 (meters)        3.42  (feet) ADJUSTED
 AC3319  ______________________________________________________________________
 AC3319  GEOID HEIGHT    -        -25.421 (meters)                     GEOID18
 AC3319  DYNAMIC HEIGHT  -          1.040 (meters)        3.41  (feet) COMP
 AC3319  MODELED GRAVITY -    979,025.2   (mgal)                       NAVD 88
 AC3319
 AC3319  VERT ORDER      -  SECOND    CLASS I
 AC3319
 AC3319.The horizontal coordinates were scaled from a map and have
 AC3319.an estimated accuracy of +/- 6 seconds.
 AC3319
 AC3319.The orthometric height was determined by differential leveling and
 AC3319.adjusted by the NATIONAL GEODETIC SURVEY
 AC3319.in June 1991.
 AC3319
 AC3319.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3319.GEOID18 height accuracy estimate available here.
 AC3319
 AC3319.This Tidal Bench Mark is designated as VM 5794
 AC3319.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3319
 AC3319.Click photographs - Photos may exist for this station.
 AC3319
 AC3319.The dynamic height is computed by dividing the NAVD 88
 AC3319.geopotential number by the normal gravity value computed on the
 AC3319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3319.degrees latitude (g = 980.6199 gals.).
 AC3319
 AC3319.The modeled gravity was interpolated from observed gravity values.
 AC3319
 AC3319;                    North         East    Units  Estimated Accuracy
 AC3319;SPC FL E     -   154,590.      276,570.      MT  (+/- 180 meters Scaled)
 AC3319
 AC3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ765456(NAD 83)
 AC3319
 AC3319                          SUPERSEDED SURVEY CONTROL
 AC3319
 AC3319  NGVD 29 (09/01/92)    1.519  (m)            4.98   (f) ADJUSTED    2 1
 AC3319
 AC3319.Superseded values are not recommended for survey control.
 AC3319
 AC3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3319.See file dsdata.pdf to determine how the superseded data were derived.
 AC3319
 AC3319_MARKER: DJ = TIDAL STATION DISK
 AC3319_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3319_SP_SET: CONCRETE FOUNDATION
 AC3319_STAMPING: 3205 D 1982
 AC3319_MARK LOGO: FLDNR
 AC3319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3319+STABILITY: SURFACE MOTION
 AC3319
 AC3319  HISTORY     - Date     Condition        Report By
 AC3319  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3319  HISTORY     - 1986     GOOD             FLDNR
 AC3319  HISTORY     - 19910728 MARK NOT FOUND   USPSQD
 AC3319  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AC3319
 AC3319                          STATION DESCRIPTION
 AC3319
 AC3319'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3319'IN MIAMI.
 AC3319'IN MIAMI,
 AC3319'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.W. 26TH ROAD (WEST
 AC3319'END OF RICKENBACKER CAUSEWAY), GO SOUTHERLY 0.15 MILE ON U.S. 1 TO THE
 AC3319'INTERSECTION OF BAYSHORE DRIVE, GO 2.5 MILES SOUTHERLY ON BAYSHORE
 AC3319'DRIVE TO THE JUNCTION OF SOUTHWEST 27TH AVENUE AND THE SOUTH ENTRANCE
 AC3319'TO DINNER KEY MARINA AND AUDITORIUM, GO 0.1 MILE EASTERLY ALONG THE
 AC3319'SOUTHWEST SIDE OF THE AUDITORIUM TO THE MARK.  THE MARK BEARS 265 FEET
 AC3319'SOUTHEAST OF BM NO 1 1967, 269 FEET NORTHWEST OF BM NO 2 1967,
 AC3319'7.6 FEET SOUTHWEST OF THE NORTHWEST CORNER OF A 7 X 7 FOOT GENERATOR
 AC3319'BOX, AND 6.8 FEET NORTHEAST OF THE EDGE OF SEAWALL.
 AC3319'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 AC3319
 AC3319                          STATION RECOVERY (1986)
 AC3319
 AC3319'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AC3319'RECOVERED IN GOOD CONDITION.
 AC3319
 AC3319                          STATION RECOVERY (1991)
 AC3319
 AC3319'RECOVERY NOTE BY US POWER SQUADRON 1991 (TD)
 AC3319'MARK NOT FOUND.
 AC3319
 AC3319                          STATION RECOVERY (2006)
 AC3319
 AC3319'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC3319'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3316 ***********************************************************************
 AC3316  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3316  DESIGNATION -  872 3205 E TIDAL FLDNR
 AC3316  PID         -  AC3316
 AC3316  STATE/COUNTY-  FL/MIAMI-DADE
 AC3316  COUNTRY     -  US
 AC3316  USGS QUAD   -  KEY BISCAYNE (2018)
 AC3316
 AC3316                         *CURRENT SURVEY CONTROL
 AC3316  ______________________________________________________________________
 AC3316* NAD 83(1986) POSITION- 25 43 39.     (N) 080 14 05.     (W)   SCALED
 AC3316* NAVD 88 ORTHO HEIGHT -     1.411 (meters)        4.63  (feet) ADJUSTED
 AC3316  ______________________________________________________________________
 AC3316  GEOID HEIGHT    -        -25.428 (meters)                     GEOID18
 AC3316  DYNAMIC HEIGHT  -          1.409 (meters)        4.62  (feet) COMP
 AC3316  MODELED GRAVITY -    979,025.2   (mgal)                       NAVD 88
 AC3316
 AC3316  VERT ORDER      -  SECOND    CLASS I
 AC3316
 AC3316.The horizontal coordinates were scaled from a map and have
 AC3316.an estimated accuracy of +/- 6 seconds.
 AC3316
 AC3316.The orthometric height was determined by differential leveling and
 AC3316.adjusted by the NATIONAL GEODETIC SURVEY
 AC3316.in June 1991.
 AC3316
 AC3316.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3316.GEOID18 height accuracy estimate available here.
 AC3316
 AC3316.This Tidal Bench Mark is designated as VM 5795
 AC3316.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3316
 AC3316.Click photographs - Photos may exist for this station.
 AC3316
 AC3316.The dynamic height is computed by dividing the NAVD 88
 AC3316.geopotential number by the normal gravity value computed on the
 AC3316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3316.degrees latitude (g = 980.6199 gals.).
 AC3316
 AC3316.The modeled gravity was interpolated from observed gravity values.
 AC3316
 AC3316;                    North         East    Units  Estimated Accuracy
 AC3316;SPC FL E     -   154,650.      276,790.      MT  (+/- 180 meters Scaled)
 AC3316
 AC3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ767457(NAD 83)
 AC3316
 AC3316                          SUPERSEDED SURVEY CONTROL
 AC3316
 AC3316  NGVD 29 (09/01/92)    1.888  (m)            6.19   (f) ADJUSTED    2 1
 AC3316
 AC3316.Superseded values are not recommended for survey control.
 AC3316
 AC3316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3316.See file dsdata.pdf to determine how the superseded data were derived.
 AC3316
 AC3316_MARKER: DJ = TIDAL STATION DISK
 AC3316_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3316_SP_SET: CONCRETE FOUNDATION
 AC3316_STAMPING: DAD 3 3205 E 1982 BSM
 AC3316_MARK LOGO: FLDNR
 AC3316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3316+STABILITY: SURFACE MOTION
 AC3316
 AC3316  HISTORY     - Date     Condition        Report By
 AC3316  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3316  HISTORY     - 1986     GOOD             FLDNR
 AC3316  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AC3316
 AC3316                          STATION DESCRIPTION
 AC3316
 AC3316'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3316'IN MIAMI.
 AC3316'IN MIAMI,
 AC3316'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.W. 26TH ROAD (WEST
 AC3316'END OF RICKENBACKER CAUSEWAY), GO SOUTHERLY 0.15 MILE ON U.S. 1 TO THE
 AC3316'INTERSECTION OF BAYSHORE DRIVE, GO 2.4 MILES SOUTHERLY ON BAYSHORE
 AC3316'DRIVE TO THE ENTRANCE TO THE CITY OF MIAMI CITY HALL.  THE MARK BEARS
 AC3316'40 FEET SOUTHEAST OF THE NORTHEASTBOUND LANE CENTERLINE OF BAYSHORE
 AC3316'DRIVE, 42.5 FEET SOUTHWEST OF THE SOUTHEASTBOUND LANE OF PAN AMERICAN
 AC3316'DRIVE, 0.5 FOOT EAST OF THE SOUTHEAST POST FOR THE CITY OF MIAMI CITY
 AC3316'HALL SIGN.
 AC3316'THE MARK IS ABOVE LEVEL WITH BAYSHORE DRIVE.
 AC3316
 AC3316                          STATION RECOVERY (1986)
 AC3316
 AC3316'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AC3316'RECOVERED IN GOOD CONDITION.
 AC3316
 AC3316                          STATION RECOVERY (2006)
 AC3316
 AC3316'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC3316'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC6060 ***********************************************************************
 AC6060  DESIGNATION -  872 3205 F TIDAL
 AC6060  PID         -  AC6060
 AC6060  STATE/COUNTY-  FL/MIAMI-DADE
 AC6060  COUNTRY     -  US
 AC6060  USGS QUAD   -  KEY BISCAYNE (2018)
 AC6060
 AC6060                         *CURRENT SURVEY CONTROL
 AC6060  ______________________________________________________________________
 AC6060* NAD 83(1986) POSITION- 25 43 38.5    (N) 080 14 15.8    (W)   HD_HELD2
 AC6060* NAVD 88 ORTHO HEIGHT -     0.772 (meters)        2.53  (feet) ADJUSTED
 AC6060  ______________________________________________________________________
 AC6060  GEOID HEIGHT    -        -25.417 (meters)                     GEOID18
 AC6060  DYNAMIC HEIGHT  -          0.771 (meters)        2.53  (feet) COMP
 AC6060  MODELED GRAVITY -    979,025.2   (mgal)                       NAVD 88
 AC6060
 AC6060  VERT ORDER      -  SECOND    CLASS I
 AC6060
 AC6060.The horizontal coordinates were established by autonomous hand held GPS
 AC6060.observations and have an estimated accuracy of +/- 10 meters.
 AC6060
 AC6060.The orthometric height was determined by differential leveling and
 AC6060.adjusted by the NATIONAL GEODETIC SURVEY
 AC6060.in February 1997.
 AC6060
 AC6060.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6060.GEOID18 height accuracy estimate available here.
 AC6060
 AC6060.Click photographs - Photos may exist for this station.
 AC6060
 AC6060.The dynamic height is computed by dividing the NAVD 88
 AC6060.geopotential number by the normal gravity value computed on the
 AC6060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6060.degrees latitude (g = 980.6199 gals.).
 AC6060
 AC6060.The modeled gravity was interpolated from observed gravity values.
 AC6060
 AC6060;                    North         East    Units  Estimated Accuracy
 AC6060;SPC FL E     -   154,633.      276,490.      MT  (+/- 10 meters HH2 GPS)
 AC6060
 AC6060_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7646345712(NAD 83)
 AC6060
 AC6060                          SUPERSEDED SURVEY CONTROL
 AC6060
 AC6060.No superseded survey control is available for this station.
 AC6060
 AC6060_MARKER: DB = BENCH MARK DISK
 AC6060_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC6060_SP_SET: BULKHEAD
 AC6060_STAMPING: 3205 F 1992
 AC6060_MARK LOGO: NOS
 AC6060_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6060+STABILITY: SURFACE MOTION
 AC6060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6060+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AC6060
 AC6060  HISTORY     - Date     Condition        Report By
 AC6060  HISTORY     - 1992     MONUMENTED       FLDNR
 AC6060  HISTORY     - 20060211 GOOD             GEOCAC
 AC6060
 AC6060                          STATION DESCRIPTION
 AC6060
 AC6060'DESCRIBED BY FL DEPT OF NAT RES 1992 (DAP)
 AC6060'THE BENCH MARK IS NEAR THE SOUTH END OF SOUTHWEST 27TH AVENUE, AT THE
 AC6060'DINNER KEY CITY MARINA IN THE SOUTHERN PART OF MIAMI, IN SECTION 21
 AC6060'TOWNSHIP 54 SOUTH RANGE 41 EAST. TO REACH THE MARK FROM THE
 AC6060'INTRESECTION OF SOUTHWEST 27TH AVENUE AND U.S. HIGHWAY 1 (OLD DIXIE
 AC6060'HIGHWAY) IN MIAMI GO SOUTH ON SOUTHWEST 27TH AVENUE FOR 0.8 MI (1.3
 AC6060'KM)  CROSS SOUTH BAY SHORE DRIVE AND ENTER THE DINNER KEY CITY MARINA
 AC6060'AND EXHIBITION CENTER PARKING AREA, TURN RIGHT GO WEST INTO THE
 AC6060'PARKING LOT FOR THE BOAT RAMPS AND THE MARK ON LEFT, IN THE CONCRETE
 AC6060'BULKHEAD AT THE NORTH END OF ONE OF THE WOODEN PIERS BETWEEN THE BOAT
 AC6060'RAMPS, THERE IS ONE PIER EAST OF THE MARK AND THREE PIERS WEST OF THE
 AC6060'MARK, 16.7 FT (5.1 M) SOUTH OF THE SOUTH EDGE OF THE ASPHALT PARKING
 AC6060'LOT, 1.2 FT (0.4 M) NORTH OF THE NORTHEAST PILEING AT THE NORTH END OF
 AC6060'THE PIER, 1.0 FT (0.3 M) NORTH OF THE SOUTH END OF THE CONCRETE
 AC6060'BULKHEAD.
 AC6060
 AC6060                          STATION RECOVERY (2006)
 AC6060
 AC6060'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC6060'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC6059 ***********************************************************************
 AC6059  DESIGNATION -  872 3205 G TIDAL
 AC6059  PID         -  AC6059
 AC6059  STATE/COUNTY-  FL/MIAMI-DADE
 AC6059  COUNTRY     -  US
 AC6059  USGS QUAD   -  KEY BISCAYNE (2018)
 AC6059
 AC6059                         *CURRENT SURVEY CONTROL
 AC6059  ______________________________________________________________________
 AC6059* NAD 83(1986) POSITION- 25 43 39.02   (N) 080 14 13.58   (W)   HD_HELD1
 AC6059* NAVD 88 ORTHO HEIGHT -     1.285 (meters)        4.22  (feet) ADJUSTED
 AC6059  ______________________________________________________________________
 AC6059  GEOID HEIGHT    -        -25.419 (meters)                     GEOID18
 AC6059  DYNAMIC HEIGHT  -          1.283 (meters)        4.21  (feet) COMP
 AC6059  MODELED GRAVITY -    979,025.3   (mgal)                       NAVD 88
 AC6059
 AC6059  VERT ORDER      -  SECOND    CLASS I
 AC6059
 AC6059.The horizontal coordinates were determined by differentially corrected
 AC6059.hand held GPS observations or other comparable positioning techniques
 AC6059.and have an estimated accuracy of +/- 3 meters.
 AC6059
 AC6059.The orthometric height was determined by differential leveling and
 AC6059.adjusted by the NATIONAL GEODETIC SURVEY
 AC6059.in February 1997.
 AC6059
 AC6059.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6059.GEOID18 height accuracy estimate available here.
 AC6059
 AC6059.Click photographs - Photos may exist for this station.
 AC6059
 AC6059.The dynamic height is computed by dividing the NAVD 88
 AC6059.geopotential number by the normal gravity value computed on the
 AC6059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6059.degrees latitude (g = 980.6199 gals.).
 AC6059
 AC6059.The modeled gravity was interpolated from observed gravity values.
 AC6059
 AC6059;                    North         East    Units  Estimated Accuracy
 AC6059;SPC FL E     -   154,649.3     276,551.5     MT  (+/- 3 meters HH1 GPS) 
 AC6059
 AC6059_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7652545728(NAD 83)
 AC6059
 AC6059                          SUPERSEDED SURVEY CONTROL
 AC6059
 AC6059.No superseded survey control is available for this station.
 AC6059
 AC6059_MARKER: DB = BENCH MARK DISK
 AC6059_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC6059_SP_SET: SEAWALL
 AC6059_STAMPING: 3205 G 1992
 AC6059_MARK LOGO: NOS
 AC6059_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6059+STABILITY: SURFACE MOTION
 AC6059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6059+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2022
 AC6059
 AC6059  HISTORY     - Date     Condition        Report By
 AC6059  HISTORY     - 1992     MONUMENTED       FLDNR
 AC6059  HISTORY     - 20060211 GOOD             GEOCAC
 AC6059  HISTORY     - 20220123 GOOD             GEOCAC
 AC6059
 AC6059                          STATION DESCRIPTION
 AC6059
 AC6059'DESCRIBED BY FL DEPT OF NAT RES 1992 (DAP)
 AC6059'THE BENCH MARK IS NEAR THE SOUTH END OF SOUTHWEST 27TH AVENUE, AT THE
 AC6059'DINNER KEY CITY MARINA IN THE SOUTHERN PART OF MIAMI, IN SECTION 22 OF
 AC6059'TOWNSHIP 54 SOUTH RANGE 41 EAST. TO REACH THE MARK FROM THE
 AC6059'INTRESECTION OF SOUTHWEST 27TH AVENUE AND U.S. HIGHWAY 1 (OLD DIXIE
 AC6059'HIGHWAY) IN MIAMI GO SOUTH ON SOUTHWEST 27TH AVENUE FOR 0.8 MI (1.3
 AC6059'KM) CROSS SOUTH BAY SHORE DRIVE AND ENTER THE DINNER KEY CITY MARINA
 AC6059'AND EXHIBITION CENTER PARKING AREA, AND CONTINUE 0.1 MI (0.2 KM) TO
 AC6059'THE MARK ON THE RIGHT. SET IN THE TOP OF THE SEAWALL NEAR THE
 AC6059'NORTHWEST END OF THE SEAWALL, SOUTHWEST OF THE EXHIBITION CENTER,
 AC6059'NORTHEAST OF THE BOAT RAMPS, 29.3 FT (8.9 M) SOUTHWEST OF THE SOUTHERN
 AC6059'CURB OF THE PAVED DRIVE ALONG THE SOUTHERN END OF THE MARINA, 29.0 FT
 AC6059'(8.8 M) WEST SOUTHWEST OF THE WESTERN MOST BLUE POLE SUPPORTING A
 AC6059'STREET LIGHT, 18.0 FT (5.5 M) SOUTH SOUTHWEST OF OF THE CENTER OF A
 AC6059'2.0 FT (0.6 M) DIAMETER MANHOLE COVER, 1.0 FT (0.3 M) NORTHEAST OF THE
 AC6059'SOUTHERN EDGE OF THE SEAWALL.
 AC6059
 AC6059                          STATION RECOVERY (2006)
 AC6059
 AC6059'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC6059'RECOVERED IN GOOD CONDITION.
 AC6059
 AC6059                          STATION RECOVERY (2022)
 AC6059
 AC6059'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AC6059'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC6058 ***********************************************************************
 AC6058  DESIGNATION -  872 3205 H TIDAL
 AC6058  PID         -  AC6058
 AC6058  STATE/COUNTY-  FL/MIAMI-DADE
 AC6058  COUNTRY     -  US
 AC6058  USGS QUAD   -  KEY BISCAYNE (2018)
 AC6058
 AC6058                         *CURRENT SURVEY CONTROL
 AC6058  ______________________________________________________________________
 AC6058* NAD 83(1986) POSITION- 25 43 36.42   (N) 080 14 11.78   (W)   HD_HELD1
 AC6058* NAVD 88 ORTHO HEIGHT -     1.273 (meters)        4.18  (feet) ADJUSTED
 AC6058  ______________________________________________________________________
 AC6058  GEOID HEIGHT    -        -25.422 (meters)                     GEOID18
 AC6058  DYNAMIC HEIGHT  -          1.271 (meters)        4.17  (feet) COMP
 AC6058  MODELED GRAVITY -    979,025.1   (mgal)                       NAVD 88
 AC6058
 AC6058  VERT ORDER      -  SECOND    CLASS I
 AC6058
 AC6058.The horizontal coordinates were determined by differentially corrected
 AC6058.hand held GPS observations or other comparable positioning techniques
 AC6058.and have an estimated accuracy of +/- 3 meters.
 AC6058
 AC6058.The orthometric height was determined by differential leveling and
 AC6058.adjusted by the NATIONAL GEODETIC SURVEY
 AC6058.in February 1997.
 AC6058
 AC6058.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6058.GEOID18 height accuracy estimate available here.
 AC6058
 AC6058.Click photographs - Photos may exist for this station.
 AC6058
 AC6058.The dynamic height is computed by dividing the NAVD 88
 AC6058.geopotential number by the normal gravity value computed on the
 AC6058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6058.degrees latitude (g = 980.6199 gals.).
 AC6058
 AC6058.The modeled gravity was interpolated from observed gravity values.
 AC6058
 AC6058;                    North         East    Units  Estimated Accuracy
 AC6058;SPC FL E     -   154,569.6     276,602.1     MT  (+/- 3 meters HH1 GPS) 
 AC6058
 AC6058_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7657645648(NAD 83)
 AC6058
 AC6058                          SUPERSEDED SURVEY CONTROL
 AC6058
 AC6058.No superseded survey control is available for this station.
 AC6058
 AC6058_MARKER: DB = BENCH MARK DISK
 AC6058_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC6058_SP_SET: SEAWALL
 AC6058_STAMPING: 3205 H 1992
 AC6058_MARK LOGO: NOS
 AC6058_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6058+STABILITY: SURFACE MOTION
 AC6058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6058+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2022
 AC6058
 AC6058  HISTORY     - Date     Condition        Report By
 AC6058  HISTORY     - 1992     MONUMENTED       FLDNR
 AC6058  HISTORY     - 20060211 GOOD             GEOCAC
 AC6058  HISTORY     - 20220123 GOOD             GEOCAC
 AC6058
 AC6058                          STATION DESCRIPTION
 AC6058
 AC6058'DESCRIBED BY FL DEPT OF NAT RES 1992 (DAP)
 AC6058'THE BENCH MARK IS NEAR THE SOUTH END OF SOUTHWEST 27TH AVENUE, AT THE
 AC6058'DINNER KEY CITY MARINA IN THE SOUTHERN PART OF MIAMI, IN SECTION 22 OF
 AC6058'TOWNSHIP 54 SOUTH RANGE 41 EAST. TO REACH THE MARK FROM THE
 AC6058'INTRESECTION OF SOUTHWEST 27TH AVENUE AND U.S. HIGHWAY 1 (OLD DIXIE
 AC6058'HIGHWAY) IN MIAMI GO SOUTH ON SOUTHWEST 27TH AVENUE FOR 0.8 MI (1.3
 AC6058'KM) CROSS SOUTH BAY SHORE DRIVE AND ENTER THE DINNER KEY CITY MARINA
 AC6058'AND EXHIBITION CENTER PARKING AREA, CONTINUE SOUTHEAST ALONG THE PAVED
 AC6058'DRIVE FOR 0.05 MI (0.08 KM) AND THE MARK ON THE RIGHT NEAR A RED METAL
 AC6058'BOX CONTAINING A FIREHOSE. SET IN THE TOP OF THE SEAWALL SOUTH OF THE
 AC6058'DINNER KEY EXHIBITION HALL, 159 FT (48.5 M) WEST NORTHWEST OF A SMALL
 AC6058'TRIANGULAR CONCERTE BUILDING CONTAINING A PAY PHONE AND BULLETIN
 AC6058'BOARD, 22.0 FT (6.7 M) SOUTHWEST OF THE SOUTHERN CURB OF THE PAVED
 AC6058'DRIVE ALONG THE SOUTHERN END OF THE MARINA, 14.0 FT (4.3 M) SOUTHWEST
 AC6058'OF A BLUE POLE SUPPORTING A STREET LIGHT, 8.2 FT (2.5 M) NORTHWEST OF
 AC6058'A RED METAL BOX CONTAINING A FIRE HOSE, 6.8 FT (2.1 M) NORTHEAST OF
 AC6058'THE SOUTHERN EDGE OF THE SEAWALL.
 AC6058
 AC6058                          STATION RECOVERY (2006)
 AC6058
 AC6058'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC6058'THE STATION DISK HAS BEEN PAINTED WHITE, THE SAME COLOR AS THE
 AC6058'SEAWALL.  DISK MARKINGS ARE STILL DISCERNABLE.
 AC6058
 AC6058                          STATION RECOVERY (2022)
 AC6058
 AC6058'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AC6058'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC6057 ***********************************************************************
 AC6057  DESIGNATION -  872 3205 J TIDAL
 AC6057  PID         -  AC6057
 AC6057  STATE/COUNTY-  FL/MIAMI-DADE
 AC6057  COUNTRY     -  US
 AC6057  USGS QUAD   -  KEY BISCAYNE (2018)
 AC6057
 AC6057                         *CURRENT SURVEY CONTROL
 AC6057  ______________________________________________________________________
 AC6057* NAD 83(1986) POSITION- 25 43 33.84   (N) 080 14 08.88   (W)   HD_HELD1
 AC6057* NAVD 88 ORTHO HEIGHT -     1.089 (meters)        3.57  (feet) ADJUSTED
 AC6057  ______________________________________________________________________
 AC6057  GEOID HEIGHT    -        -25.426 (meters)                     GEOID18
 AC6057  DYNAMIC HEIGHT  -          1.087 (meters)        3.57  (feet) COMP
 AC6057  MODELED GRAVITY -    979,025.0   (mgal)                       NAVD 88
 AC6057
 AC6057  VERT ORDER      -  SECOND    CLASS I
 AC6057
 AC6057.The horizontal coordinates were determined by differentially corrected
 AC6057.hand held GPS observations or other comparable positioning techniques
 AC6057.and have an estimated accuracy of +/- 3 meters.
 AC6057
 AC6057.The orthometric height was determined by differential leveling and
 AC6057.adjusted by the NATIONAL GEODETIC SURVEY
 AC6057.in February 1997.
 AC6057
 AC6057.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6057.GEOID18 height accuracy estimate available here.
 AC6057
 AC6057.Click photographs - Photos may exist for this station.
 AC6057
 AC6057.The dynamic height is computed by dividing the NAVD 88
 AC6057.geopotential number by the normal gravity value computed on the
 AC6057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6057.degrees latitude (g = 980.6199 gals.).
 AC6057
 AC6057.The modeled gravity was interpolated from observed gravity values.
 AC6057
 AC6057;                    North         East    Units  Estimated Accuracy
 AC6057;SPC FL E     -   154,490.7     276,683.4     MT  (+/- 3 meters HH1 GPS) 
 AC6057
 AC6057_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7665745569(NAD 83)
 AC6057
 AC6057                          SUPERSEDED SURVEY CONTROL
 AC6057
 AC6057.No superseded survey control is available for this station.
 AC6057
 AC6057_MARKER: DB = BENCH MARK DISK
 AC6057_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC6057_SP_SET: SEAWALL
 AC6057_STAMPING: 3205 J 1992
 AC6057_MARK LOGO: NOS
 AC6057_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6057+STABILITY: SURFACE MOTION
 AC6057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6057+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2022
 AC6057
 AC6057  HISTORY     - Date     Condition        Report By
 AC6057  HISTORY     - 1992     MONUMENTED       FLDNR
 AC6057  HISTORY     - 20060211 GOOD             GEOCAC
 AC6057  HISTORY     - 20220123 GOOD             GEOCAC
 AC6057
 AC6057                          STATION DESCRIPTION
 AC6057
 AC6057'DESCRIBED BY FL DEPT OF NAT RES 1992 (DAP)
 AC6057'THE BENCH MARK IS NEAR THE SOUTH END OF SOUTHWEST 27TH AVENUE, AT THE
 AC6057'DINNER KEY CITY MARINA IN THE SOUTHERN PART OF MIAMI, IN SECTION 22 OF
 AC6057'TOWNSHIP 54 SOUTH RANGE 41 EAST. TO REACH THE MARK FROM THE
 AC6057'INTERSECTION OF SOUTHWEST 27TH AVENUE AND U.S. HIGHWAY 1 (OLD DIXIE
 AC6057'HIGHWAY) IN MIAMI GO SOUTH ON SOUTHWEST 27TH AVENUE FOR 0.8 MI (1.3
 AC6057'KM) CROSS SOUTH BAY SHORE DRIVE AND ENTER THE DINNER KEY CITY MARINA
 AC6057'AND EXHIBITION CENTER PARKING AREA, CONTINUE SOUTHEAST ALONG THE PAVED
 AC6057'DRIVE FOR 0.1 MI (0.2 KM) TO A 90 DEGREE TURN TO THE LEFT AND MARK ON
 AC6057'RIGHT AT THE SOUTHEASTERN MOST CORNER OF THE SEAWALL. SET IN THE TOP
 AC6057'OF THE SEAWALL AT THE SOUTHWESTERN MOST CORNER OF PIER 7, NEAR THE
 AC6057'POINT WHERE THE SEAWALL CORNERS FROM A NORTHWEST TO SOUTHEAST
 AC6057'DIRECTION TO A SOUTHWEST TO NORTHEAST DIRECTION, 6.6 FT (2.0 M)
 AC6057'NORTHEAST OF THE CORNER OF THE TWO SEAWALLS, 5.4 FT (1.6 M) NORTH OF A
 AC6057'12 INCH DIAMETER CONCRETE CORNER POST FOR A FENCE ALONG THE TOP EDGE
 AC6057'OF THE SEAWALL, 1.6 FT (0.5 M) NORTHEAST OF THE SOUTHWESTERN MOST
 AC6057'CONCRETE POST THAT SUPPORTS A COVER AT THE NORTHWEST END OF PIER 7,
 AC6057'0.7 FT (21.3 CM) NORTHWEST OF THE SOUTHEAST EDGE OF THE SEAWALL.
 AC6057
 AC6057                          STATION RECOVERY (2006)
 AC6057
 AC6057'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC6057'RECOVERED IN GOOD CONDITION.
 AC6057
 AC6057                          STATION RECOVERY (2022)
 AC6057
 AC6057'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AC6057'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC6056 ***********************************************************************
 AC6056  DESIGNATION -  872 3205 K TIDAL
 AC6056  PID         -  AC6056
 AC6056  STATE/COUNTY-  FL/MIAMI-DADE
 AC6056  COUNTRY     -  US
 AC6056  USGS QUAD   -  KEY BISCAYNE (2018)
 AC6056
 AC6056                         *CURRENT SURVEY CONTROL
 AC6056  ______________________________________________________________________
 AC6056* NAD 83(1986) POSITION- 25 43 35.48   (N) 080 14 07.18   (W)   HD_HELD1
 AC6056* NAVD 88 ORTHO HEIGHT -     1.101 (meters)        3.61  (feet) ADJUSTED
 AC6056  ______________________________________________________________________
 AC6056  GEOID HEIGHT    -        -25.427 (meters)                     GEOID18
 AC6056  DYNAMIC HEIGHT  -          1.099 (meters)        3.61  (feet) COMP
 AC6056  MODELED GRAVITY -    979,025.0   (mgal)                       NAVD 88
 AC6056
 AC6056  VERT ORDER      -  SECOND    CLASS I
 AC6056
 AC6056.The horizontal coordinates were determined by differentially corrected
 AC6056.hand held GPS observations or other comparable positioning techniques
 AC6056.and have an estimated accuracy of +/- 3 meters.
 AC6056
 AC6056.The orthometric height was determined by differential leveling and
 AC6056.adjusted by the NATIONAL GEODETIC SURVEY
 AC6056.in February 1997.
 AC6056
 AC6056.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC6056.GEOID18 height accuracy estimate available here.
 AC6056
 AC6056.Click photographs - Photos may exist for this station.
 AC6056
 AC6056.The dynamic height is computed by dividing the NAVD 88
 AC6056.geopotential number by the normal gravity value computed on the
 AC6056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC6056.degrees latitude (g = 980.6199 gals.).
 AC6056
 AC6056.The modeled gravity was interpolated from observed gravity values.
 AC6056
 AC6056;                    North         East    Units  Estimated Accuracy
 AC6056;SPC FL E     -   154,541.4     276,730.5     MT  (+/- 3 meters HH1 GPS) 
 AC6056
 AC6056_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ7670445620(NAD 83)
 AC6056
 AC6056                          SUPERSEDED SURVEY CONTROL
 AC6056
 AC6056.No superseded survey control is available for this station.
 AC6056
 AC6056_MARKER: DB = BENCH MARK DISK
 AC6056_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC6056_SP_SET: SEAWALL
 AC6056_STAMPING: 3205 K 1992
 AC6056_MARK LOGO: NOS
 AC6056_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC6056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC6056+STABILITY: SURFACE MOTION
 AC6056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC6056+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2022
 AC6056
 AC6056  HISTORY     - Date     Condition        Report By
 AC6056  HISTORY     - 1992     MONUMENTED       FLDNR
 AC6056  HISTORY     - 20060211 GOOD             GEOCAC
 AC6056  HISTORY     - 20220123 GOOD             GEOCAC
 AC6056
 AC6056                          STATION DESCRIPTION
 AC6056
 AC6056'DESCRIBED BY FL DEPT OF NAT RES 1992 (DAP)
 AC6056'THE BENCH MARK IS NEAR THE SOUTH END OF SOUTHWEST 27TH AVENUE, AT THE
 AC6056'DINNER KEY CITY MARINA IN THE SOUTHERN PART OF MIAMI, IN SECTION 22 OF
 AC6056'TOWNSHIP 54 SOUTH RANGE 41 EAST. TO REACH THE MARK FROM THE
 AC6056'INTERSECTION OF SOUTHWEST 27TH AVENUE AND U.S. HIGHWAY 1 (OLD DIXIE
 AC6056'HIGHWAY) IN MIAMI GO SOUTH ON SOUTHWEST 27TH AVENUE FOR 0.8 MI (1.3
 AC6056'KM) CROSS SOUTH BAY SHORE DRIVE AND ENTER THE DINNER KEY CITY MARINA
 AC6056'AND EXHIBITION CENTER PARKING AREA, CONTINUE SOUTHEAST ALONG THE PAVED
 AC6056'DRIVE FOR 0.1 MI (0.2 KM) TO A 90 DEGREE TURN TO THE LEFT FOLLOWING
 AC6056'THE DRIVE HEAD NORTHEAST FOR 0.05 MI (0.08 KM) TO THE DINNER KEY
 AC6056'MARINA OFFICE ON THE RIGHT AND THE MARK, IN THE TOP OF THE SEAWALL
 AC6056'SOUTH OF THE MARINA OFFICE AT THE NORTHERN MOST CORNER OF PIER 6, THE
 AC6056'MARK IS 29 FT (8.8 M) SOUTH OF THE SOUTH CORNER OF THE MARINA OFFICE,
 AC6056'6.3 FT (1.9 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK THAT
 AC6056'PARALLELS THE SEAWALL, 1.9 FT (0.6 M) NORTHWEST OF THE NORTHERN MOST
 AC6056'POST THAT SUPPORTS A COVER OVER THE NORTHERN END OF PIER 6.
 AC6056
 AC6056                          STATION RECOVERY (2006)
 AC6056
 AC6056'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC6056'RECOVERED IN GOOD CONDITION.
 AC6056
 AC6056                          STATION RECOVERY (2022)
 AC6056
 AC6056'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AC6056'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3320 ***********************************************************************
 AC3320  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3320  DESIGNATION -  872 3205 TIDAL 1
 AC3320  PID         -  AC3320
 AC3320  STATE/COUNTY-  FL/MIAMI-DADE
 AC3320  COUNTRY     -  US
 AC3320  USGS QUAD   -  KEY BISCAYNE (2018)
 AC3320
 AC3320                         *CURRENT SURVEY CONTROL
 AC3320  ______________________________________________________________________
 AC3320* NAD 83(1986) POSITION- 25 43 37.     (N) 080 14 11.     (W)   SCALED
 AC3320* NAVD 88 ORTHO HEIGHT -     1.012 (meters)        3.32  (feet) ADJUSTED
 AC3320  ______________________________________________________________________
 AC3320  GEOID HEIGHT    -        -25.423 (meters)                     GEOID18
 AC3320  DYNAMIC HEIGHT  -          1.010 (meters)        3.31  (feet) COMP
 AC3320  MODELED GRAVITY -    979,025.1   (mgal)                       NAVD 88
 AC3320
 AC3320  VERT ORDER      -  SECOND    CLASS I
 AC3320
 AC3320.The horizontal coordinates were scaled from a map and have
 AC3320.an estimated accuracy of +/- 6 seconds.
 AC3320
 AC3320.The orthometric height was determined by differential leveling and
 AC3320.adjusted by the NATIONAL GEODETIC SURVEY
 AC3320.in June 1991.
 AC3320
 AC3320.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3320.GEOID18 height accuracy estimate available here.
 AC3320
 AC3320.This Tidal Bench Mark is designated as VM 15834
 AC3320.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3320
 AC3320.Click photographs - Photos may exist for this station.
 AC3320
 AC3320.The dynamic height is computed by dividing the NAVD 88
 AC3320.geopotential number by the normal gravity value computed on the
 AC3320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3320.degrees latitude (g = 980.6199 gals.).
 AC3320
 AC3320.The modeled gravity was interpolated from observed gravity values.
 AC3320
 AC3320;                    North         East    Units  Estimated Accuracy
 AC3320;SPC FL E     -   154,590.      276,620.      MT  (+/- 180 meters Scaled)
 AC3320
 AC3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ765456(NAD 83)
 AC3320
 AC3320                          SUPERSEDED SURVEY CONTROL
 AC3320
 AC3320  NGVD 29 (09/01/92)    1.489  (m)            4.89   (f) ADJUSTED    2 1
 AC3320
 AC3320.Superseded values are not recommended for survey control.
 AC3320
 AC3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3320.See file dsdata.pdf to determine how the superseded data were derived.
 AC3320
 AC3320_MARKER: DB = BENCH MARK DISK
 AC3320_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3320_SP_SET: BULKHEAD
 AC3320_STAMPING: NO 1 1967
 AC3320_MARK LOGO: CGS
 AC3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3320+STABILITY: SURFACE MOTION
 AC3320
 AC3320  HISTORY     - Date     Condition        Report By
 AC3320  HISTORY     - 1967     MONUMENTED       CGS
 AC3320  HISTORY     - 1982     GOOD             FLDNR
 AC3320  HISTORY     - 19910728 MARK NOT FOUND   USPSQD
 AC3320  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AC3320
 AC3320                          STATION DESCRIPTION
 AC3320
 AC3320'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3320'IN MIAMI.
 AC3320'IN MIAMI,
 AC3320'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.W. 26TH ROAD (WEST
 AC3320'END OF RICKENBACKER CAUSEWAY), GO SOUTHERLY 0.15 MILE ON U.S. 1 TO THE
 AC3320'INTERSECTION OF BAYSHORE DRIVE, GO 2.5 MILES SOUTHERLY ON BAYSHORE
 AC3320'DRIVE TO THE JUNCTION OF S.W. 27TH AVENUE AND THE SOUTH ENTRANCE TO
 AC3320'DINNER KEY MARINA AND AUDITORIUM, GO 0.1 MILE EASTERLY ALONG THE
 AC3320'SOUTHWEST SIDE OF THE AUDITORIUM TO THE MARK.  THE MARK IS AT BOAT
 AC3320'SLIP NO. 89, SOUTHWEST OF THE SOUTH CORNER OF THE AUDITORIUM, 7 FEET
 AC3320'NORTHEAST OF THE FACE OF THE LOWER BULKHEAD LANDING, SET IN THE UPPER
 AC3320'BULKHEAD WITH AN IRON PIPE RAILING, AND RECOVERED AS DESCRIBED IN NOS
 AC3320'TIDAL DATA, QUAD 250801.
 AC3320'THE MARK IS ABOVE LEVEL WITH UPPER BULKHEAD.
 AC3320
 AC3320                          STATION RECOVERY (1991)
 AC3320
 AC3320'RECOVERY NOTE BY US POWER SQUADRON 1991 (TD)
 AC3320'MARK NOT FOUND.
 AC3320
 AC3320                          STATION RECOVERY (2006)
 AC3320
 AC3320'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC3320'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3318 ***********************************************************************
 AC3318  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3318  DESIGNATION -  872 3205 TIDAL 2
 AC3318  PID         -  AC3318
 AC3318  STATE/COUNTY-  FL/MIAMI-DADE
 AC3318  COUNTRY     -  US
 AC3318  USGS QUAD   -  KEY BISCAYNE (2018)
 AC3318
 AC3318                         *CURRENT SURVEY CONTROL
 AC3318  ______________________________________________________________________
 AC3318* NAD 83(1986) POSITION- 25 43 37.     (N) 080 14 11.     (W)   SCALED
 AC3318* NAVD 88 ORTHO HEIGHT -     1.086 (meters)        3.56  (feet) ADJUSTED
 AC3318  ______________________________________________________________________
 AC3318  GEOID HEIGHT    -        -25.423 (meters)                     GEOID18
 AC3318  DYNAMIC HEIGHT  -          1.085 (meters)        3.56  (feet) COMP
 AC3318  MODELED GRAVITY -    979,025.1   (mgal)                       NAVD 88
 AC3318
 AC3318  VERT ORDER      -  SECOND    CLASS I
 AC3318
 AC3318.The horizontal coordinates were scaled from a map and have
 AC3318.an estimated accuracy of +/- 6 seconds.
 AC3318
 AC3318.The orthometric height was determined by differential leveling and
 AC3318.adjusted by the NATIONAL GEODETIC SURVEY
 AC3318.in June 1991.
 AC3318
 AC3318.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3318.GEOID18 height accuracy estimate available here.
 AC3318
 AC3318.This Tidal Bench Mark is designated as VM 5792
 AC3318.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3318
 AC3318.Click photographs - Photos may exist for this station.
 AC3318
 AC3318.The dynamic height is computed by dividing the NAVD 88
 AC3318.geopotential number by the normal gravity value computed on the
 AC3318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3318.degrees latitude (g = 980.6199 gals.).
 AC3318
 AC3318.The modeled gravity was interpolated from observed gravity values.
 AC3318
 AC3318;                    North         East    Units  Estimated Accuracy
 AC3318;SPC FL E     -   154,590.      276,620.      MT  (+/- 180 meters Scaled)
 AC3318
 AC3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ765456(NAD 83)
 AC3318
 AC3318                          SUPERSEDED SURVEY CONTROL
 AC3318
 AC3318  NGVD 29 (09/01/92)    1.564  (m)            5.13   (f) ADJUSTED    2 1
 AC3318
 AC3318.Superseded values are not recommended for survey control.
 AC3318
 AC3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3318.See file dsdata.pdf to determine how the superseded data were derived.
 AC3318
 AC3318_MARKER: DB = BENCH MARK DISK
 AC3318_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3318_SP_SET: BULKHEAD
 AC3318_STAMPING: NO 2 1967
 AC3318_MARK LOGO: CGS
 AC3318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3318+STABILITY: SURFACE MOTION
 AC3318
 AC3318  HISTORY     - Date     Condition        Report By
 AC3318  HISTORY     - 1967     MONUMENTED       CGS
 AC3318  HISTORY     - 1982     GOOD             FLDNR
 AC3318  HISTORY     - 19910728 MARK NOT FOUND   USPSQD
 AC3318  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AC3318
 AC3318                          STATION DESCRIPTION
 AC3318
 AC3318'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3318'IN MIAMI.
 AC3318'IN MIAMI,
 AC3318'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.W. 26TH ROAD (WEST
 AC3318'END OF RICKENBACKER CAUSEWAY), GO SOUTHERLY 0.15 MILE ON U.S. 1 TO THE
 AC3318'INTERSECTION OF BAYSHORE DRIVE, GO 2.5 MILES SOUTHERLY ON BAYSHORE
 AC3318'DRIVE TO THE JUNCTION OF S.W. 27TH AVENUE AND THE SOUTH ENTRANCE TO
 AC3318'DINNER KEY MARINA AND AUDITORIUM, GO 0.1 MILE EASTERLY ALONG THE
 AC3318'SOUTHWEST SIDE OF THE AUDITORIUM TO THE MARK LOCATION.  THE MARK IS AT
 AC3318'BOAT SLIP NO. 64, 9.5 FEET NORTH OF THE SOUTH CORNER OF LOWER BULKHEAD
 AC3318'LANDING, FLUSH WITH UPPER BULKHEAD WHICH HAS AN IRON PIPE RAILING.
 AC3318
 AC3318                          STATION RECOVERY (1991)
 AC3318
 AC3318'RECOVERY NOTE BY US POWER SQUADRON 1991 (TD)
 AC3318'MARK NOT FOUND.
 AC3318
 AC3318                          STATION RECOVERY (2006)
 AC3318
 AC3318'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC3318'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3317 ***********************************************************************
 AC3317  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3317  DESIGNATION -  872 3205 TIDAL 3
 AC3317  PID         -  AC3317
 AC3317  STATE/COUNTY-  FL/MIAMI-DADE
 AC3317  COUNTRY     -  US
 AC3317  USGS QUAD   -  KEY BISCAYNE (2018)
 AC3317
 AC3317                         *CURRENT SURVEY CONTROL
 AC3317  ______________________________________________________________________
 AC3317* NAD 83(1986) POSITION- 25 43 37.     (N) 080 14 11.     (W)   SCALED
 AC3317* NAVD 88 ORTHO HEIGHT -     0.668 (meters)        2.19  (feet) ADJUSTED
 AC3317  ______________________________________________________________________
 AC3317  GEOID HEIGHT    -        -25.423 (meters)                     GEOID18
 AC3317  DYNAMIC HEIGHT  -          0.667 (meters)        2.19  (feet) COMP
 AC3317  MODELED GRAVITY -    979,025.1   (mgal)                       NAVD 88
 AC3317
 AC3317  VERT ORDER      -  SECOND    CLASS I
 AC3317
 AC3317.The horizontal coordinates were scaled from a map and have
 AC3317.an estimated accuracy of +/- 6 seconds.
 AC3317
 AC3317.The orthometric height was determined by differential leveling and
 AC3317.adjusted by the NATIONAL GEODETIC SURVEY
 AC3317.in June 1991.
 AC3317
 AC3317.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3317.GEOID18 height accuracy estimate available here.
 AC3317
 AC3317.This Tidal Bench Mark is designated as VM 5797
 AC3317.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3317
 AC3317.Click photographs - Photos may exist for this station.
 AC3317
 AC3317.The dynamic height is computed by dividing the NAVD 88
 AC3317.geopotential number by the normal gravity value computed on the
 AC3317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3317.degrees latitude (g = 980.6199 gals.).
 AC3317
 AC3317.The modeled gravity was interpolated from observed gravity values.
 AC3317
 AC3317;                    North         East    Units  Estimated Accuracy
 AC3317;SPC FL E     -   154,590.      276,620.      MT  (+/- 180 meters Scaled)
 AC3317
 AC3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ765456(NAD 83)
 AC3317
 AC3317                          SUPERSEDED SURVEY CONTROL
 AC3317
 AC3317  NGVD 29 (09/01/92)    1.145  (m)            3.76   (f) ADJUSTED    2 1
 AC3317
 AC3317.Superseded values are not recommended for survey control.
 AC3317
 AC3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3317.See file dsdata.pdf to determine how the superseded data were derived.
 AC3317
 AC3317_MARKER: DB = BENCH MARK DISK
 AC3317_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3317_SP_SET: BULKHEAD
 AC3317_STAMPING: NO 3 1967
 AC3317_MARK LOGO: CGS
 AC3317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3317+STABILITY: SURFACE MOTION
 AC3317
 AC3317  HISTORY     - Date     Condition        Report By
 AC3317  HISTORY     - 1967     MONUMENTED       CGS
 AC3317  HISTORY     - 1982     GOOD             FLDNR
 AC3317  HISTORY     - 19910728 MARK NOT FOUND   USPSQD
 AC3317  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AC3317
 AC3317                          STATION DESCRIPTION
 AC3317
 AC3317'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3317'IN MIAMI.
 AC3317'IN MIAMI,
 AC3317'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND S.W. 26TH ROAD (WEST
 AC3317'END OF RICKENBACKER CAUSEWAY), GO SOUTHERLY 0.15 MILE ON U.S. 1 TO THE
 AC3317'INTERSECTION OF BAYSHORE DRIVE, GO 2.5 MILES SOUTHERLY ON BAYSHORE
 AC3317'DRIVE TO THE JUNCTION OF S.W. 27TH AVENUE AND THE SOUTH ENTRANCE TO
 AC3317'DINNER KEY MARINA AND AUDITORIUM, GO 0.1 MILE EASTERLY ALONG THE
 AC3317'SOUTHWEST SIDE OF THE AUDITORIUM TO THE MARK LOCATION.  THE MARK IS
 AC3317'SET FLUSH WITH THE LOWER BULKHEAD LANDING AT THE NORTHWEST INSIDE
 AC3317'CORNER OF THE MARINA, 40 FEET NORTHWEST OF BOAT SLIP NO. 15, 37.5 FEET
 AC3317'NORTHEAST OF BOAT SLIP NO. 16.
 AC3317
 AC3317                          STATION RECOVERY (1991)
 AC3317
 AC3317'RECOVERY NOTE BY US POWER SQUADRON 1991 (TD)
 AC3317'MARK NOT FOUND.
 AC3317
 AC3317                          STATION RECOVERY (2006)
 AC3317
 AC3317'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AC3317'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH5252 ***********************************************************************
 AH5252  TIDAL BM    -  This is a Tidal Bench Mark.
 AH5252  DESIGNATION -  872 3214 A TIDAL
 AH5252  PID         -  AH5252
 AH5252  STATE/COUNTY-  FL/MIAMI-DADE
 AH5252  COUNTRY     -  US
 AH5252  USGS QUAD   -  KEY BISCAYNE (2018)
 AH5252
 AH5252                         *CURRENT SURVEY CONTROL
 AH5252  ______________________________________________________________________
 AH5252* NAD 83(1986) POSITION- 25 43 53.5    (N) 080 09 43.1    (W)   HD_HELD2
 AH5252* NAVD 88 ORTHO HEIGHT -     1.405 (meters)        4.61  (feet) ADJUSTED
 AH5252  ______________________________________________________________________
 AH5252  GEOID HEIGHT    -        -25.694 (meters)                     GEOID18
 AH5252  DYNAMIC HEIGHT  -          1.403 (meters)        4.60  (feet) COMP
 AH5252  MODELED GRAVITY -    979,022.5   (mgal)                       NAVD 88
 AH5252
 AH5252  VERT ORDER      -  SECOND    CLASS I
 AH5252
 AH5252.The horizontal coordinates were established by autonomous hand held GPS
 AH5252.observations and have an estimated accuracy of +/- 10 meters.
 AH5252
 AH5252.The orthometric height was determined by differential leveling and
 AH5252.adjusted by the NATIONAL GEODETIC SURVEY
 AH5252.in January 2005.
 AH5252
 AH5252.No vertical observational check was made to the station.
 AH5252
 AH5252.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5252.GEOID18 height accuracy estimate available here.
 AH5252
 AH5252.This Tidal Bench Mark is designated as VM 12599
 AH5252.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AH5252
 AH5252.Click photographs - Photos may exist for this station.
 AH5252
 AH5252.The dynamic height is computed by dividing the NAVD 88
 AH5252.geopotential number by the normal gravity value computed on the
 AH5252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5252.degrees latitude (g = 980.6199 gals.).
 AH5252
 AH5252.The modeled gravity was interpolated from observed gravity values.
 AH5252
 AH5252;                    North         East    Units  Estimated Accuracy
 AH5252;SPC FL E     -   155,141.      284,088.      MT  (+/- 10 meters HH2 GPS)
 AH5252
 AH5252_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8405946219(NAD 83)
 AH5252
 AH5252                          SUPERSEDED SURVEY CONTROL
 AH5252
 AH5252  NAVD 88 (07/26/02)    1.407  (m)            4.62   (f) SUPERSEDED  2 1
 AH5252
 AH5252.Superseded values are not recommended for survey control.
 AH5252
 AH5252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH5252.See file dsdata.pdf to determine how the superseded data were derived.
 AH5252
 AH5252_MARKER: DJ = TIDAL STATION DISK
 AH5252_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH5252_SP_SET: PIER
 AH5252_STAMPING: 3214 A 1994
 AH5252_MARK LOGO: NOS
 AH5252_PROJECTION: FLUSH
 AH5252_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5252+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2006
 AH5252
 AH5252  HISTORY     - Date     Condition        Report By
 AH5252  HISTORY     - 1994     MONUMENTED       NOS
 AH5252  HISTORY     - 19980728 GOOD             NGS
 AH5252  HISTORY     - 20010209 GOOD             NOS
 AH5252  HISTORY     - 20020322 GOOD             NGS
 AH5252  HISTORY     - 20060211 GOOD             GEOCAC
 AH5252  HISTORY     - 20080529 GOOD             PB
 AH5252
 AH5252                          STATION DESCRIPTION
 AH5252
 AH5252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AH5252'THE STATION IS LOCATED ON VIRGINIA KEY, FLORIDA AT THE ROSENSTIEL
 AH5252'SCHOOL CONCRETE PIER.  STATION IS 80.7 FT (24.6 M) SOUTH OF A LIFTING
 AH5252'BOOM,13.6 FT WEST OF A ROHN TOWER,0.5 FT EAST OF THE WEST FACE OF THE
 AH5252'PIER, AND BETWEEN A BOLLARD AND A 6X6 INCH WOODEN BUMPER.
 AH5252
 AH5252                          STATION RECOVERY (2001)
 AH5252
 AH5252'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AH5252'RECOVERED AS DESCRIBED.
 AH5252
 AH5252                          STATION RECOVERY (2002)
 AH5252
 AH5252'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AH5252'RECOVERED IN GOOD CONDITION.
 AH5252
 AH5252                          STATION RECOVERY (2006)
 AH5252
 AH5252'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AH5252'THE LIFTING BOOM WAS REMOVED DURING PIER RENOVATIONS.  THE STATION IS
 AH5252'4 FT. FROM THE SW INSIDE CORNER OF THE PIER AND A FINGER PIER
 AH5252'EXTENDING NW.
 AH5252
 AH5252                          STATION RECOVERY (2008)
 AH5252
 AH5252'RECOVERY NOTE BY PBS&J 2008 (DWD)
 AH5252'AS OF MAY 29, 2008, THE FUTURE OF THIS MARK IS QUESTIONABLE DUE TO
 AH5252'ONGOING WORKS PROJECTS ASSOCIATED WITH THE SURROUNDING UPLAND AREA AND
 AH5252'PIERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH5251 ***********************************************************************
 AH5251  TIDAL BM    -  This is a Tidal Bench Mark.
 AH5251  DESIGNATION -  872 3214 B TIDAL
 AH5251  PID         -  AH5251
 AH5251  STATE/COUNTY-  FL/MIAMI-DADE
 AH5251  COUNTRY     -  US
 AH5251  USGS QUAD   -  KEY BISCAYNE (2018)
 AH5251
 AH5251                         *CURRENT SURVEY CONTROL
 AH5251  ______________________________________________________________________
 AH5251* NAD 83(1986) POSITION- 25 43 55.6    (N) 080 09 43.9    (W)   HD_HELD2
 AH5251* NAVD 88 ORTHO HEIGHT -     1.302 (meters)        4.27  (feet) ADJUSTED
 AH5251  ______________________________________________________________________
 AH5251  GEOID HEIGHT    -        -25.692 (meters)                     GEOID18
 AH5251  DYNAMIC HEIGHT  -          1.300 (meters)        4.27  (feet) COMP
 AH5251  MODELED GRAVITY -    979,022.5   (mgal)                       NAVD 88
 AH5251
 AH5251  VERT ORDER      -  SECOND    CLASS I
 AH5251
 AH5251.The horizontal coordinates were established by autonomous hand held GPS
 AH5251.observations and have an estimated accuracy of +/- 10 meters.
 AH5251
 AH5251.The orthometric height was determined by differential leveling and
 AH5251.adjusted by the NATIONAL GEODETIC SURVEY
 AH5251.in July 2002.
 AH5251
 AH5251.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5251.GEOID18 height accuracy estimate available here.
 AH5251
 AH5251.This Tidal Bench Mark is designated as VM 12600
 AH5251.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AH5251
 AH5251.Click photographs - Photos may exist for this station.
 AH5251
 AH5251.The dynamic height is computed by dividing the NAVD 88
 AH5251.geopotential number by the normal gravity value computed on the
 AH5251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5251.degrees latitude (g = 980.6199 gals.).
 AH5251
 AH5251.The modeled gravity was interpolated from observed gravity values.
 AH5251
 AH5251;                    North         East    Units  Estimated Accuracy
 AH5251;SPC FL E     -   155,205.      284,065.      MT  (+/- 10 meters HH2 GPS)
 AH5251
 AH5251_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8403646284(NAD 83)
 AH5251
 AH5251                          SUPERSEDED SURVEY CONTROL
 AH5251
 AH5251.No superseded survey control is available for this station.
 AH5251
 AH5251_MARKER: DJ = TIDAL STATION DISK
 AH5251_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH5251_STAMPING: 3214 B 1994
 AH5251_MARK LOGO: NOS
 AH5251_PROJECTION: RECESSED 10 CENTIMETERS
 AH5251_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5251_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5251+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2008
 AH5251_ROD/PIPE-DEPTH: 15.8 meters
 AH5251
 AH5251  HISTORY     - Date     Condition        Report By
 AH5251  HISTORY     - 1994     MONUMENTED       NOS
 AH5251  HISTORY     - 19980728 GOOD             NGS
 AH5251  HISTORY     - 20010209 GOOD             NOS
 AH5251  HISTORY     - 20060211 GOOD             GEOCAC
 AH5251  HISTORY     - 20080529 GOOD             PB
 AH5251
 AH5251                          STATION DESCRIPTION
 AH5251
 AH5251'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AH5251'THE STATION IS LOCATED AT THE PIER ON VIRGINIA KEY.  THE MARK IS A
 AH5251'PRIMARY BENCH MARK SET AT THE ONSHORE END OF THE CONCRETE PIER, 127.0
 AH5251'FT (38.7 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE ALFRED C.
 AH5251'GLASSELL JR.  LAB.  THE MARK IS 25.3 FT (7.7 M) SOUTHEAST OF THE WEST
 AH5251'CORNER OF A 29.5 BY 23.5 FT (7.2 M) SATELLITE DISH FOUNDATION, 24.4 FT
 AH5251'(7.4 M) NORTHWEST OF THE WEST CORNER OF A 3.9 FT (1.2 M) SQUARE
 AH5251'SATELLITE DISH FOUNDATIONN AND 9.6 FT (2.9 M) EAST NORTHEAST OF THE
 AH5251'CENTERLINE OF THE PIER.  THE BENCHMARK IS 0.2 FT (6.1 CM) BELOW GROUND
 AH5251'LEVEL, CRIMPED TO A STAINLESS STEEL ROD DRIVEN 52.0 FT (15.8 M) TO
 AH5251'REFUSAL AND ENCASED IN A 6 INCH PVC PIPE AND CONCRETE KICKBLOCK.
 AH5251
 AH5251                          STATION RECOVERY (2001)
 AH5251
 AH5251'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AH5251'RECOVERED AS DESCRIBED.
 AH5251
 AH5251                          STATION RECOVERY (2006)
 AH5251
 AH5251'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AH5251'RECOVERED IN GOOD CONDITION.
 AH5251
 AH5251                          STATION RECOVERY (2008)
 AH5251
 AH5251'RECOVERY NOTE BY PBS&J 2008 (DWD)
 AH5251'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH5250 ***********************************************************************
 AH5250  TIDAL BM    -  This is a Tidal Bench Mark.
 AH5250  DESIGNATION -  872 3214 C TIDAL
 AH5250  PID         -  AH5250
 AH5250  STATE/COUNTY-  FL/MIAMI-DADE
 AH5250  COUNTRY     -  US
 AH5250  USGS QUAD   -  KEY BISCAYNE (2018)
 AH5250
 AH5250                         *CURRENT SURVEY CONTROL
 AH5250  ______________________________________________________________________
 AH5250* NAD 83(1986) POSITION- 25 43 55.7    (N) 080 09 46.2    (W)   HD_HELD2
 AH5250* NAVD 88 ORTHO HEIGHT -     1.300 (meters)        4.27  (feet) ADJUSTED
 AH5250  ______________________________________________________________________
 AH5250  GEOID HEIGHT    -        -25.690 (meters)                     GEOID18
 AH5250  DYNAMIC HEIGHT  -          1.298 (meters)        4.26  (feet) COMP
 AH5250  MODELED GRAVITY -    979,022.5   (mgal)                       NAVD 88
 AH5250
 AH5250  VERT ORDER      -  SECOND    CLASS I
 AH5250
 AH5250.The horizontal coordinates were established by autonomous hand held GPS
 AH5250.observations and have an estimated accuracy of +/- 10 meters.
 AH5250
 AH5250.The orthometric height was determined by differential leveling and
 AH5250.adjusted by the NATIONAL GEODETIC SURVEY
 AH5250.in July 2002.
 AH5250
 AH5250.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5250.GEOID18 height accuracy estimate available here.
 AH5250
 AH5250.This Tidal Bench Mark is designated as VM 12601
 AH5250.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AH5250
 AH5250.Click photographs - Photos may exist for this station.
 AH5250
 AH5250.The dynamic height is computed by dividing the NAVD 88
 AH5250.geopotential number by the normal gravity value computed on the
 AH5250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5250.degrees latitude (g = 980.6199 gals.).
 AH5250
 AH5250.The modeled gravity was interpolated from observed gravity values.
 AH5250
 AH5250;                    North         East    Units  Estimated Accuracy
 AH5250;SPC FL E     -   155,208.      284,001.      MT  (+/- 10 meters HH2 GPS)
 AH5250
 AH5250_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8397246286(NAD 83)
 AH5250
 AH5250                          SUPERSEDED SURVEY CONTROL
 AH5250
 AH5250.No superseded survey control is available for this station.
 AH5250
 AH5250_MARKER: DJ = TIDAL STATION DISK
 AH5250_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH5250_SP_SET: STEP
 AH5250_STAMPING: 3214 C 1994
 AH5250_MARK LOGO: NOS
 AH5250_PROJECTION: FLUSH
 AH5250_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5250_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5250_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH5250+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2008
 AH5250
 AH5250  HISTORY     - Date     Condition        Report By
 AH5250  HISTORY     - 1994     MONUMENTED       NOS
 AH5250  HISTORY     - 19980728 GOOD             NGS
 AH5250  HISTORY     - 20010209 GOOD             NOS
 AH5250  HISTORY     - 20060211 GOOD             GEOCAC
 AH5250  HISTORY     - 20080529 GOOD             PB
 AH5250
 AH5250                          STATION DESCRIPTION
 AH5250
 AH5250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AH5250'THE STATION IS LOCATED ON VIRGINIA KEY, FLORIDA.  THE BENCH MARK IS
 AH5250'SET FLUSH IN A CONCRETE STEP AT THE NORTH ENTRANCE TO THE ALFRED C.
 AH5250'GLASSELL JR.  LAB, 92.2 FT (28.1 M) SOUTHWEST OF THE SOUTHEAST CORNER
 AH5250'OF THE GROSVENOR BUILDING.  THE STATION IS 22.8 FT (6.9 M) EAST OF THE
 AH5250'NORTHWEST CORNER OF THE LAB AND 0.9 FT (27.4 CM) SOUTHEAST OF THE
 AH5250'NORTHWEST CORNER OF THE FIRST STEP OF THE NORTH ENTRANCE TO THE LAB.
 AH5250
 AH5250                          STATION RECOVERY (2001)
 AH5250
 AH5250'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AH5250'RECOVERED AS DESCRIBED.
 AH5250
 AH5250                          STATION RECOVERY (2006)
 AH5250
 AH5250'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AH5250'RECOVERED IN GOOD CONDITION.
 AH5250
 AH5250                          STATION RECOVERY (2008)
 AH5250
 AH5250'RECOVERY NOTE BY PBS&J 2008 (DWD)
 AH5250'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH5248 ***********************************************************************
 AH5248  TIDAL BM    -  This is a Tidal Bench Mark.
 AH5248  DESIGNATION -  872 3214 D TIDAL
 AH5248  PID         -  AH5248
 AH5248  STATE/COUNTY-  FL/MIAMI-DADE
 AH5248  COUNTRY     -  US
 AH5248  USGS QUAD   -  KEY BISCAYNE (2018)
 AH5248
 AH5248                         *CURRENT SURVEY CONTROL
 AH5248  ______________________________________________________________________
 AH5248* NAD 83(1986) POSITION- 25 43 56.4    (N) 080 09 47.9    (W)   HD_HELD2
 AH5248* NAVD 88 ORTHO HEIGHT -     1.481 (meters)        4.86  (feet) ADJUSTED
 AH5248  ______________________________________________________________________
 AH5248  GEOID HEIGHT    -        -25.687 (meters)                     GEOID18
 AH5248  DYNAMIC HEIGHT  -          1.478 (meters)        4.85  (feet) COMP
 AH5248  MODELED GRAVITY -    979,022.5   (mgal)                       NAVD 88
 AH5248
 AH5248  VERT ORDER      -  SECOND    CLASS I
 AH5248
 AH5248.The horizontal coordinates were established by autonomous hand held GPS
 AH5248.observations and have an estimated accuracy of +/- 10 meters.
 AH5248
 AH5248.The orthometric height was determined by differential leveling and
 AH5248.adjusted by the NATIONAL GEODETIC SURVEY
 AH5248.in July 2002.
 AH5248
 AH5248.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5248.GEOID18 height accuracy estimate available here.
 AH5248
 AH5248.This Tidal Bench Mark is designated as VM 12602
 AH5248.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AH5248
 AH5248.Click photographs - Photos may exist for this station.
 AH5248
 AH5248.The dynamic height is computed by dividing the NAVD 88
 AH5248.geopotential number by the normal gravity value computed on the
 AH5248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5248.degrees latitude (g = 980.6199 gals.).
 AH5248
 AH5248.The modeled gravity was interpolated from observed gravity values.
 AH5248
 AH5248;                    North         East    Units  Estimated Accuracy
 AH5248;SPC FL E     -   155,229.      283,954.      MT  (+/- 10 meters HH2 GPS)
 AH5248
 AH5248_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8392546308(NAD 83)
 AH5248
 AH5248                          SUPERSEDED SURVEY CONTROL
 AH5248
 AH5248.No superseded survey control is available for this station.
 AH5248
 AH5248_MARKER: DJ = TIDAL STATION DISK
 AH5248_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AH5248_SP_SET: STEP
 AH5248_STAMPING: 3214 D 1994
 AH5248_MARK LOGO: NOS
 AH5248_PROJECTION: FLUSH
 AH5248_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5248_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AH5248_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH5248+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2008
 AH5248
 AH5248  HISTORY     - Date     Condition        Report By
 AH5248  HISTORY     - 1994     MONUMENTED       NOS
 AH5248  HISTORY     - 19980728 GOOD             NGS
 AH5248  HISTORY     - 20010209 GOOD             NOS
 AH5248  HISTORY     - 20060211 GOOD             GEOCAC
 AH5248  HISTORY     - 20080529 GOOD             PB
 AH5248
 AH5248                          STATION DESCRIPTION
 AH5248
 AH5248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AH5248'THE STATION IS LOCATED ON VIRGINIA KEY, FLORIDA.  THE MARK IS SET
 AH5248'FLUSH IN A CONCRETE STEP AT THE NORTHEAST ENTRANCE TO THE OPERATIONS
 AH5248'BUILDING.  THE STATION IS 80.7 FT (24.6 M) NORTHWEST OF THE EAST
 AH5248'CORNER OF THE GROSVENOR BUILDING, 66.2 FT (20.2 M) WEST OF THE
 AH5248'NORTHWEST CORNER OF THE BUILDING, AND 0.6 FT (18.3 CM) EAST OF THE
 AH5248'EAST FACE OF THE FIRST STEP AT THE NORTHEAST ENTRANCE.
 AH5248
 AH5248                          STATION RECOVERY (2001)
 AH5248
 AH5248'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AH5248'RECOVERED AS DESCRIBED.
 AH5248
 AH5248                          STATION RECOVERY (2006)
 AH5248
 AH5248'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AH5248'RECOVERED IN GOOD CONDITION.
 AH5248
 AH5248                          STATION RECOVERY (2008)
 AH5248
 AH5248'RECOVERY NOTE BY PBS&J 2008 (DWD)
 AH5248'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG7157 ***********************************************************************
 DG7157  TIDAL BM    -  This is a Tidal Bench Mark.
 DG7157  DESIGNATION -  872 3214 E TIDAL
 DG7157  PID         -  DG7157
 DG7157  STATE/COUNTY-  FL/MIAMI-DADE
 DG7157  COUNTRY     -  US
 DG7157  USGS QUAD   -  KEY BISCAYNE (2018)
 DG7157
 DG7157                         *CURRENT SURVEY CONTROL
 DG7157  ______________________________________________________________________
 DG7157* NAD 83(1986) POSITION- 25 43 58.57   (N) 080 09 48.00   (W)   HD_HELD1
 DG7157* NAVD 88 ORTHO HEIGHT -     1.358 (meters)        4.46  (feet) ADJUSTED
 DG7157  ______________________________________________________________________
 DG7157  GEOID HEIGHT    -        -25.686 (meters)                     GEOID18
 DG7157  DYNAMIC HEIGHT  -          1.356 (meters)        4.45  (feet) COMP
 DG7157  MODELED GRAVITY -    979,022.7   (mgal)                       NAVD 88
 DG7157
 DG7157  VERT ORDER      -  SECOND    CLASS I
 DG7157
 DG7157.The horizontal coordinates were determined by differentially corrected
 DG7157.hand held GPS observations or other comparable positioning techniques
 DG7157.and have an estimated accuracy of +/- 3 meters.
 DG7157
 DG7157.The orthometric height was determined by differential leveling and
 DG7157.adjusted by the NATIONAL GEODETIC SURVEY
 DG7157.in January 2005.
 DG7157
 DG7157.No vertical observational check was made to the station.
 DG7157
 DG7157.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7157.GEOID18 height accuracy estimate available here.
 DG7157
 DG7157.This Tidal Bench Mark is designated as VM 12603
 DG7157.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DG7157
 DG7157.Click photographs - Photos may exist for this station.
 DG7157
 DG7157.The dynamic height is computed by dividing the NAVD 88
 DG7157.geopotential number by the normal gravity value computed on the
 DG7157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7157.degrees latitude (g = 980.6199 gals.).
 DG7157
 DG7157.The modeled gravity was interpolated from observed gravity values.
 DG7157
 DG7157;                    North         East    Units  Estimated Accuracy
 DG7157;SPC FL E     -   155,295.8     283,950.6     MT  (+/- 3 meters HH1 GPS) 
 DG7157
 DG7157_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8392146374(NAD 83)
 DG7157
 DG7157                          SUPERSEDED SURVEY CONTROL
 DG7157
 DG7157.No superseded survey control is available for this station.
 DG7157
 DG7157_MARKER: DJ = TIDAL STATION DISK
 DG7157_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG7157_STAMPING: 3214 E 1994
 DG7157_MARK LOGO: NOS
 DG7157_PROJECTION: FLUSH
 DG7157_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DG7157_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7157_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG7157+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2001
 DG7157_ROD/PIPE-DEPTH: 18.3 meters
 DG7157
 DG7157  HISTORY     - Date     Condition        Report By
 DG7157  HISTORY     - 1994     MONUMENTED       NOS
 DG7157  HISTORY     - 20010209 GOOD             NOS
 DG7157
 DG7157                          STATION DESCRIPTION
 DG7157
 DG7157'DESCRIBED BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 DG7157'ON VIRGINIA KEY, AT THE ROSENSTIEL SCHOOL OF MARINE AND ATMOSPHERIC
 DG7157'SCIENCES, THE BENCH MARK IS SET IN THE MIDDLE OF THREE PALM TREES IN A
 DG7157'GRASSY MEDIAN IN THE NW PARKING AREA AT THE SCHOOL, 31.65 M (103.84
 DG7157'FT) SW OF THE NE CORNER OF THE GILBERT H.  GROSVENOR LAB, 20.00 M
 DG7157'(65.62 FT) NE OF THE NW CORNER OF THE LAB, 6.20 M (20.34 FT) NORTH OF
 DG7157'THE CENTERLINE OF THE ROAD LEADING INTO SCHOOL PROPERTY, AND 1.90 M
 DG7157'(6.23 FT) NW OF A 6-INCH PILE APPROXIMATELY 0.8 M (2.6 FT) TALL.  THE
 DG7157'BENCH MARK IS AT GROUND LEVEL, CRIMPED TO A STAINLESS STEEL ROD DRIVEN
 DG7157'18.3 M (60.0 FT) TO REFUSAL, AND ENCASED IN A 6-INCH PVC PIPE AND
 DG7157'CONCRETE KICKBLOCK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH5246 ***********************************************************************
 AH5246  TIDAL BM    -  This is a Tidal Bench Mark.
 AH5246  DESIGNATION -  872 3214 F TIDAL
 AH5246  PID         -  AH5246
 AH5246  STATE/COUNTY-  FL/MIAMI-DADE
 AH5246  COUNTRY     -  US
 AH5246  USGS QUAD   -  KEY BISCAYNE (2018)
 AH5246
 AH5246                         *CURRENT SURVEY CONTROL
 AH5246  ______________________________________________________________________
 AH5246* NAD 83(1986) POSITION- 25 43 56.     (N) 080 09 41.     (W)   SCALED
 AH5246* NAVD 88 ORTHO HEIGHT -     1.875 (meters)        6.15  (feet) ADJUSTED
 AH5246  ______________________________________________________________________
 AH5246  GEOID HEIGHT    -        -25.695 (meters)                     GEOID18
 AH5246  DYNAMIC HEIGHT  -          1.872 (meters)        6.14  (feet) COMP
 AH5246  MODELED GRAVITY -    979,022.5   (mgal)                       NAVD 88
 AH5246
 AH5246  VERT ORDER      -  SECOND    CLASS I
 AH5246
 AH5246.The horizontal coordinates were scaled from a map and have
 AH5246.an estimated accuracy of +/- 6 seconds.
 AH5246
 AH5246.The orthometric height was determined by differential leveling and
 AH5246.adjusted by the NATIONAL GEODETIC SURVEY
 AH5246.in July 2002.
 AH5246
 AH5246.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5246.GEOID18 height accuracy estimate available here.
 AH5246
 AH5246.This Tidal Bench Mark is designated as VM 13456
 AH5246.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AH5246
 AH5246.Click photographs - Photos may exist for this station.
 AH5246
 AH5246.The dynamic height is computed by dividing the NAVD 88
 AH5246.geopotential number by the normal gravity value computed on the
 AH5246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5246.degrees latitude (g = 980.6199 gals.).
 AH5246
 AH5246.The modeled gravity was interpolated from observed gravity values.
 AH5246
 AH5246;                    North         East    Units  Estimated Accuracy
 AH5246;SPC FL E     -   155,220.      284,150.      MT  (+/- 180 meters Scaled)
 AH5246
 AH5246_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ841462(NAD 83)
 AH5246
 AH5246                          SUPERSEDED SURVEY CONTROL
 AH5246
 AH5246.No superseded survey control is available for this station.
 AH5246
 AH5246_MARKER: DB = BENCH MARK DISK
 AH5246_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AH5246_STAMPING: 3214 F
 AH5246_MARK LOGO: NOS
 AH5246_PROJECTION: FLUSH
 AH5246_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH5246_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AH5246+STABILITY: POSITION/ELEVATION WELL
 AH5246_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AH5246+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1998
 AH5246_ROD/PIPE-DEPTH: 12.2 meters
 AH5246_SLEEVE-DEPTH  : 3 meters
 AH5246
 AH5246  HISTORY     - Date     Condition        Report By
 AH5246  HISTORY     - 1997     MONUMENTED       NOS
 AH5246  HISTORY     - 19980413 GOOD             NGS
 AH5246  HISTORY     - 20060211 MARK NOT FOUND   GEOCAC
 AH5246
 AH5246                          STATION DESCRIPTION
 AH5246
 AH5246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1998 (RWD)
 AH5246'THE STATION IS LOCATED ON VIRGINIA KEY AT THE ROSENSTIEL MARINE
 AH5246'SCHOOL.  THE STATION IS LOCATED IN FRONT OF THE PROPERTY NEXT TO THE
 AH5246'HIGHWAY.  THE STATION IS 259.2 FT (79.0 M) SOUTHEAST OF THE NORTHWEST
 AH5246'END OF A CONCRETE GUARDRAIL, 42.49 FT (12.95 M) NORTH OF THE NORTHWEST
 AH5246'CORNER OF THE CONCRETE BUILDING HOUSING PUBLIC REST ROOMS, 31.5 FT
 AH5246'(9.6 M) SOUTHWEST OF THE EAST BOUND LANE OF RICKENBACKER CAUSWAY AND
 AH5246'3.9 FT (1.2 M) SOUTHWEST OF A 3 FOOT (0.9 M) CONCRETE GUARDRAIL.  THE
 AH5246'STATION IS A 3-D MARK DRIVEN 12.2 METERS (40.0 FT) ENCASED IN A 5 INCH
 AH5246'PVC PIPE WITH AN ALUMINUM ACCESS COVER AND STAMPED 3214 F, FLUSH WITH
 AH5246'THE GROUND.
 AH5246
 AH5246                          STATION RECOVERY (2006)
 AH5246
 AH5246'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AH5246'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AH5247 ***********************************************************************
 AH5247  TIDAL BM    -  This is a Tidal Bench Mark.
 AH5247  DESIGNATION -  872 3214 G TIDAL
 AH5247  PID         -  AH5247
 AH5247  STATE/COUNTY-  FL/MIAMI-DADE
 AH5247  COUNTRY     -  US
 AH5247  USGS QUAD   -  KEY BISCAYNE (2018)
 AH5247
 AH5247                         *CURRENT SURVEY CONTROL
 AH5247  ______________________________________________________________________
 AH5247* NAD 83(1986) POSITION- 25 43 56.43   (N) 080 09 40.55   (W)   HD_HELD1
 AH5247* NAVD 88 ORTHO HEIGHT -     1.041 (meters)        3.42  (feet) ADJUSTED
 AH5247  ______________________________________________________________________
 AH5247  GEOID HEIGHT    -        -25.695 (meters)                     GEOID18
 AH5247  DYNAMIC HEIGHT  -          1.039 (meters)        3.41  (feet) COMP
 AH5247  MODELED GRAVITY -    979,022.7   (mgal)                       NAVD 88
 AH5247
 AH5247  VERT ORDER      -  SECOND    CLASS I
 AH5247
 AH5247.The horizontal coordinates were determined by differentially corrected
 AH5247.hand held GPS observations or other comparable positioning techniques
 AH5247.and have an estimated accuracy of +/- 3 meters.
 AH5247
 AH5247.The orthometric height was determined by differential leveling and
 AH5247.adjusted by the NATIONAL GEODETIC SURVEY
 AH5247.in July 2002.
 AH5247
 AH5247.Significant digits in the geoid height do not necessarily reflect accuracy.
 AH5247.GEOID18 height accuracy estimate available here.
 AH5247
 AH5247.This Tidal Bench Mark is designated as VM 13894
 AH5247.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AH5247
 AH5247.Click photographs - Photos may exist for this station.
 AH5247
 AH5247.The dynamic height is computed by dividing the NAVD 88
 AH5247.geopotential number by the normal gravity value computed on the
 AH5247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AH5247.degrees latitude (g = 980.6199 gals.).
 AH5247
 AH5247.The modeled gravity was interpolated from observed gravity values.
 AH5247
 AH5247;                    North         East    Units  Estimated Accuracy
 AH5247;SPC FL E     -   155,231.3     284,158.7     MT  (+/- 3 meters HH1 GPS) 
 AH5247
 AH5247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ8412946310(NAD 83)
 AH5247
 AH5247                          SUPERSEDED SURVEY CONTROL
 AH5247
 AH5247.No superseded survey control is available for this station.
 AH5247
 AH5247_MARKER: DJ = TIDAL STATION DISK
 AH5247_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AH5247_SP_SET: WINGWALL
 AH5247_STAMPING: 3214 G 1998
 AH5247_MARK LOGO: NOS
 AH5247_PROJECTION: FLUSH
 AH5247_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH5247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH5247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH5247+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2002
 AH5247
 AH5247  HISTORY     - Date     Condition        Report By
 AH5247  HISTORY     - 1998     MONUMENTED       NOS
 AH5247  HISTORY     - 20020121 GOOD             NGS
 AH5247  HISTORY     - 20060211 GOOD             GEOCAC
 AH5247
 AH5247                          STATION DESCRIPTION
 AH5247
 AH5247'DESCRIBED BY NATIONAL OCEAN SERVICE 1998
 AH5247'THE STATION IS LOCATED ON VIRGINIA KEY NEAR THE NORTHWEST END OF THE
 AH5247'BRIDGE OVER BEAR CUT LEADING TO KEY BISCAYNE.  THE STATION IS SET
 AH5247'FLUSH IN THE CONCRETE WINGWALL ON THE NORTHWEST SIDE OF THE BRIDGE AND
 AH5247'NEXT TO THE PROPERTY OF THE ROSENSTIEL SCHOOL.  LOCATED 56.17 FT
 AH5247'(17.12 M) NORTHEAST OF THE CORNER OF THE CHAINLINK FENCE AT THE
 AH5247'NORTHEAST CORNER OF THE SCHOOL PROPERTY, 29.04 FT (8.85 M) SOUTH
 AH5247'SOUTHWEST OF THE SOUTHWEST METAL RAIL OF THE BRIDGE, 9.35 FT (2.85 M)
 AH5247'NORTHWEST OF A CHAIN LINK FENCE THAT RUNS INTO THE BRIDGE, 1.15 FT
 AH5247'(0.35 M) SOUTHEAST OF THE END OF THE CONCRETE WINGWALL.
 AH5247
 AH5247                          STATION RECOVERY (2002)
 AH5247
 AH5247'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AH5247'RECOVERED IN GOOD CONDITION.
 AH5247
 AH5247                          STATION RECOVERY (2006)
 AH5247
 AH5247'RECOVERY NOTE BY GEOCACHING 2006 (BMC)
 AH5247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3328 ***********************************************************************
 AC3328  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3328  DESIGNATION -  872 3289 F TIDAL
 AC3328  PID         -  AC3328
 AC3328  STATE/COUNTY-  FL/MIAMI-DADE
 AC3328  COUNTRY     -  US
 AC3328  USGS QUAD   -  PERRINE (2018)
 AC3328
 AC3328                         *CURRENT SURVEY CONTROL
 AC3328  ______________________________________________________________________
 AC3328* NAD 83(1986) POSITION- 25 36 51.2    (N) 080 18 27.9    (W)   HD_HELD2
 AC3328* NAVD 88 ORTHO HEIGHT -     3.912 (meters)       12.83  (feet) ADJUSTED
 AC3328  ______________________________________________________________________
 AC3328  GEOID HEIGHT    -        -25.364 (meters)                     GEOID18
 AC3328  DYNAMIC HEIGHT  -          3.906 (meters)       12.81  (feet) COMP
 AC3328  MODELED GRAVITY -    979,001.0   (mgal)                       NAVD 88
 AC3328
 AC3328  VERT ORDER      -  FIRST     CLASS II
 AC3328
 AC3328.The horizontal coordinates were established by autonomous hand held GPS
 AC3328.observations and have an estimated accuracy of +/- 10 meters.
 AC3328
 AC3328.The orthometric height was determined by differential leveling and
 AC3328.adjusted by the NATIONAL GEODETIC SURVEY
 AC3328.in April 2020.
 AC3328
 AC3328.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3328.GEOID18 height accuracy estimate available here.
 AC3328
 AC3328.This Tidal Bench Mark is designated as VM 5810
 AC3328.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3328
 AC3328.Click photographs - Photos may exist for this station.
 AC3328
 AC3328.The dynamic height is computed by dividing the NAVD 88
 AC3328.geopotential number by the normal gravity value computed on the
 AC3328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3328.degrees latitude (g = 980.6199 gals.).
 AC3328
 AC3328.The modeled gravity was interpolated from observed gravity values.
 AC3328
 AC3328;                    North         East    Units  Estimated Accuracy
 AC3328;SPC FL E     -   142,061.      269,528.      MT  (+/- 10 meters HH2 GPS)
 AC3328
 AC3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6950433144(NAD 83)
 AC3328
 AC3328                          SUPERSEDED SURVEY CONTROL
 AC3328
 AC3328  NAVD 88 (06/15/91)    3.912  (m)           12.83   (f) SUPERSEDED  2 1
 AC3328  NGVD 29 (09/01/92)    4.377  (m)           14.36   (f) ADJUSTED    2 1
 AC3328
 AC3328.Superseded values are not recommended for survey control.
 AC3328
 AC3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3328.See file dsdata.pdf to determine how the superseded data were derived.
 AC3328
 AC3328_MARKER: DD = SURVEY DISK
 AC3328_SETTING: 66 = SET IN ROCK OUTCROP
 AC3328_STAMPING: 3289 F 1982 BSM
 AC3328_MARK LOGO: FLDNR
 AC3328_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3328+STABILITY: POSITION/ELEVATION WELL
 AC3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3328+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2018
 AC3328
 AC3328  HISTORY     - Date     Condition        Report By
 AC3328  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3328  HISTORY     - 19940814 GOOD             USPSQD
 AC3328  HISTORY     - 20180825 GOOD             FLDEP
 AC3328
 AC3328                          STATION DESCRIPTION
 AC3328
 AC3328'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3328'2.4 MI EAST FROM PERRINE.
 AC3328'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND RICHMOND DRIVE
 AC3328'IN PERRINE.  GO 2.4 MILES EAST ON RICHMOND DRIVE TO ITS END AT
 AC3328'A PAVED ROAD, GO 0.15 MILE SOUTH AND EAST ON THE PAVED ROAD TO
 AC3328'THE MARK.  THE MARK IS SET IN A ROCK OUTCROP FLUSH WITH THE
 AC3328'GROUND.  THE MARK BEARS 1.8 FEET SOUTH OF A 7-FOOT HIGH STUCCO
 AC3328'WALL, 13.5 FEET NORTH OF THE CENTERLINE OF A ROAD TO THE WATERFRONT,
 AC3328'AND 174.2 FEET EAST OF THE SOUTHWEST CORNER OF A 7-FOOT
 AC3328'HIGH WALL AND BENCH MARK 17.372.
 AC3328'THE MARK IS ABOVE LEVEL WITH GROUND.
 AC3328
 AC3328                          STATION RECOVERY (1994)
 AC3328
 AC3328'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3328'RECOVERED IN GOOD CONDITION.
 AC3328
 AC3328                          STATION RECOVERY (2018)
 AC3328
 AC3328'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AC3328'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3327 ***********************************************************************
 AC3327  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3327  DESIGNATION -  872 3289 G TIDAL
 AC3327  PID         -  AC3327
 AC3327  STATE/COUNTY-  FL/MIAMI-DADE
 AC3327  COUNTRY     -  US
 AC3327  USGS QUAD   -  PERRINE (2018)
 AC3327
 AC3327                         *CURRENT SURVEY CONTROL
 AC3327  ______________________________________________________________________
 AC3327* NAD 83(1986) POSITION- 25 36 54.     (N) 080 18 15.     (W)   SCALED
 AC3327* NAVD 88 ORTHO HEIGHT -     4.609 (meters)       15.12  (feet) ADJUSTED
 AC3327  ______________________________________________________________________
 AC3327  GEOID HEIGHT    -        -25.375 (meters)                     GEOID18
 AC3327  DYNAMIC HEIGHT  -          4.601 (meters)       15.10  (feet) COMP
 AC3327  MODELED GRAVITY -    979,001.0   (mgal)                       NAVD 88
 AC3327
 AC3327  VERT ORDER      -  SECOND    CLASS I
 AC3327
 AC3327.The horizontal coordinates were scaled from a map and have
 AC3327.an estimated accuracy of +/- 6 seconds.
 AC3327
 AC3327.The orthometric height was determined by differential leveling and
 AC3327.adjusted by the NATIONAL GEODETIC SURVEY
 AC3327.in June 1991.
 AC3327
 AC3327.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3327.GEOID18 height accuracy estimate available here.
 AC3327
 AC3327.This Tidal Bench Mark is designated as VM 5811
 AC3327.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3327
 AC3327.Click photographs - Photos may exist for this station.
 AC3327
 AC3327.The dynamic height is computed by dividing the NAVD 88
 AC3327.geopotential number by the normal gravity value computed on the
 AC3327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3327.degrees latitude (g = 980.6199 gals.).
 AC3327
 AC3327.The modeled gravity was interpolated from observed gravity values.
 AC3327
 AC3327;                    North         East    Units  Estimated Accuracy
 AC3327;SPC FL E     -   142,150.      269,890.      MT  (+/- 180 meters Scaled)
 AC3327
 AC3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ698332(NAD 83)
 AC3327
 AC3327                          SUPERSEDED SURVEY CONTROL
 AC3327
 AC3327  NGVD 29 (09/01/92)    5.074  (m)           16.65   (f) ADJUSTED    2 1
 AC3327
 AC3327.Superseded values are not recommended for survey control.
 AC3327
 AC3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3327.See file dsdata.pdf to determine how the superseded data were derived.
 AC3327
 AC3327_STAMPING: 3289 G 1982 BSM
 AC3327_MARK LOGO: FLDNR
 AC3327
 AC3327  HISTORY     - Date     Condition        Report By
 AC3327  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3327  HISTORY     - 19940814 GOOD             USPSQD
 AC3327  HISTORY     - 20180824 MARK NOT FOUND   FLDEP
 AC3327
 AC3327                          STATION DESCRIPTION
 AC3327
 AC3327'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3327'2.4 MI EAST FROM PERRINE.
 AC3327'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 1 AND RICHMOND DRIVE
 AC3327'IN PERRINE.  GO 2.4 MILES EAST ON RICHMOND DRIVE TO ITS END AT
 AC3327'A PAVED ROAD, GO 0.15 MILE SOUTH AND EAST ON THE PAVED ROAD TO
 AC3327'THE MARK.  THE MARK IS SET IN A ROCK OUTCROP FLUSH WITH THE
 AC3327'GROUND.  THE MARK BEARS 18 FEET SOUTH OF THE CENTERLINE OF A
 AC3327'ROAD TO THE WATERFRONT, 33.7 FEET SOUTH OF A 7-FOOT HIGH STUCCO
 AC3327'WALL, AND 91.9 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A STUCCO
 AC3327'WALL AND BENCH MARK 17.372.
 AC3327'THE MARK IS ABOVE LEVEL WITH GROUND.
 AC3327
 AC3327                          STATION RECOVERY (1994)
 AC3327
 AC3327'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3327'RECOVERED IN GOOD CONDITION.
 AC3327
 AC3327                          STATION RECOVERY (2018)
 AC3327
 AC3327'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AC3327'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC2051 ***********************************************************************
 AC2051  TIDAL BM    -  This is a Tidal Bench Mark.
 AC2051  DESIGNATION -  872 3289 TIDAL 2
 AC2051  PID         -  AC2051
 AC2051  STATE/COUNTY-  FL/MIAMI-DADE
 AC2051  COUNTRY     -  US
 AC2051  USGS QUAD   -  PERRINE (2018)
 AC2051
 AC2051                         *CURRENT SURVEY CONTROL
 AC2051  ______________________________________________________________________
 AC2051* NAD 83(1986) POSITION- 25 36 51.2    (N) 080 18 30.1    (W)   HD_HELD2
 AC2051* NAVD 88 ORTHO HEIGHT -     4.829 (meters)       15.84  (feet) ADJUSTED
 AC2051  ______________________________________________________________________
 AC2051  GEOID HEIGHT    -        -25.361 (meters)                     GEOID18
 AC2051  DYNAMIC HEIGHT  -          4.821 (meters)       15.82  (feet) COMP
 AC2051  MODELED GRAVITY -    979,000.8   (mgal)                       NAVD 88
 AC2051
 AC2051  VERT ORDER      -  FIRST     CLASS II
 AC2051
 AC2051.The horizontal coordinates were established by autonomous hand held GPS
 AC2051.observations and have an estimated accuracy of +/- 10 meters.
 AC2051
 AC2051.The orthometric height was determined by differential leveling and
 AC2051.adjusted by the NATIONAL GEODETIC SURVEY
 AC2051.in June 1991.
 AC2051
 AC2051.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC2051.GEOID18 height accuracy estimate available here.
 AC2051
 AC2051.This Tidal Bench Mark is designated as VM 5805
 AC2051.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC2051
 AC2051.Click photographs - Photos may exist for this station.
 AC2051
 AC2051.The dynamic height is computed by dividing the NAVD 88
 AC2051.geopotential number by the normal gravity value computed on the
 AC2051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC2051.degrees latitude (g = 980.6199 gals.).
 AC2051
 AC2051.The modeled gravity was interpolated from observed gravity values.
 AC2051
 AC2051;                    North         East    Units  Estimated Accuracy
 AC2051;SPC FL E     -   142,060.      269,467.      MT  (+/- 10 meters HH2 GPS)
 AC2051
 AC2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6944333143(NAD 83)
 AC2051
 AC2051                          SUPERSEDED SURVEY CONTROL
 AC2051
 AC2051  NGVD 29 (??/??/92)    5.295  (m)           17.37   (f) SUPERSEDED  1 2
 AC2051  NGVD 29 (09/01/92)    5.294  (m)           17.37   (f) ADJUSTED    1 2
 AC2051
 AC2051.Superseded values are not recommended for survey control.
 AC2051
 AC2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC2051.See file dsdata.pdf to determine how the superseded data were derived.
 AC2051
 AC2051_MARKER: DB = BENCH MARK DISK
 AC2051_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC2051_SP_SET: LARGE CORNER POST
 AC2051_STAMPING: 17.372
 AC2051_MARK LOGO: CGS
 AC2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC2051+STABILITY: SURFACE MOTION
 AC2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC2051+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2018
 AC2051
 AC2051  HISTORY     - Date     Condition        Report By
 AC2051  HISTORY     - UNK      MONUMENTED       CGS
 AC2051  HISTORY     - 1966     GOOD             CGS
 AC2051  HISTORY     - 1970     GOOD             NGS
 AC2051  HISTORY     - 1982     GOOD             FLDNR
 AC2051  HISTORY     - 1986     GOOD             FLDNR
 AC2051  HISTORY     - 1989     GOOD             USPSQD
 AC2051  HISTORY     - 20130510 GOOD             USGS
 AC2051  HISTORY     - 20180825 SEE DESCRIPTION  FLDEP
 AC2051
 AC2051                          STATION DESCRIPTION
 AC2051
 AC2051'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC2051'2.3 MI E FROM PERRINE.
 AC2051'ABOUT 2.3 MILES EAST ALONG RICHMOND DRIVE FROM THE INTERSECTION
 AC2051'OF U.S. HIGHWAY 1 AT PERRINE, AT THE SMALL VILLAGE OF CUTLER,
 AC2051'310 FEET SOUTH OF THE JUNCTION OF RICHMOND DRIVE AND A NORTH-SOUTH
 AC2051'BLACK TOPPED ROAD, AT A SHARP TURN IN THE ROAD WITH TANGENTS
 AC2051'EXTENDING NORTH AND EAST, SET VERTICALLY IN THE WEST FACE OF A
 AC2051'LARGE CORNER POST AT THE SOUTHWEST CORNER OF STONE FENCE AROUND
 AC2051'A LARGE ESTATE, 26.0 FEET EAST OF THE CENTER LINE OF ROAD
 AC2051'LEADING NORTH, AND ABOUT 1.4 FEET ABOVE THE LEVEL OF THE GROUND.
 AC2051
 AC2051                          STATION RECOVERY (1970)
 AC2051
 AC2051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AC2051'RECOVERED IN GOOD CONDITION.
 AC2051
 AC2051                          STATION RECOVERY (1982)
 AC2051
 AC2051'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC2051'RECOVERED IN GOOD CONDITION.
 AC2051
 AC2051                          STATION RECOVERY (1986)
 AC2051
 AC2051'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AC2051'RECOVERED IN GOOD CONDITION.
 AC2051
 AC2051                          STATION RECOVERY (1989)
 AC2051
 AC2051'RECOVERY NOTE BY US POWER SQUADRON 1989 (TD)
 AC2051'RECOVERED IN GOOD CONDITION.
 AC2051
 AC2051                          STATION RECOVERY (2013)
 AC2051
 AC2051'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2013 (CJW)
 AC2051'RECOVERED IN GOOD CONDITION.
 AC2051
 AC2051                          STATION RECOVERY (2018)
 AC2051
 AC2051'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AC2051'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3409 ***********************************************************************
 DR3409  DESIGNATION -  872 3423 A
 DR3409  PID         -  DR3409
 DR3409  STATE/COUNTY-  FL/MIAMI-DADE
 DR3409  COUNTRY     -  US
 DR3409  USGS QUAD   -  ARSENICKER KEYS (2018)
 DR3409
 DR3409                         *CURRENT SURVEY CONTROL
 DR3409  ______________________________________________________________________
 DR3409* NAD 83(1986) POSITION- 25 26 16.98   (N) 080 19 38.62   (W)   HD_HELD1
 DR3409* NAVD 88 ORTHO HEIGHT -     0.658 (meters)        2.16  (feet) ADJUSTED
 DR3409  ______________________________________________________________________
 DR3409  GEOID HEIGHT    -        -25.339 (meters)                     GEOID18
 DR3409  DYNAMIC HEIGHT  -          0.657 (meters)        2.16  (feet) COMP
 DR3409  MODELED GRAVITY -    978,972.0   (mgal)                       NAVD 88
 DR3409
 DR3409  VERT ORDER      -  FIRST     CLASS II
 DR3409
 DR3409.The horizontal coordinates were determined by differentially corrected
 DR3409.hand held GPS observations or other comparable positioning techniques
 DR3409.and have an estimated accuracy of +/- 3 meters.
 DR3409
 DR3409.The orthometric height was determined by differential leveling and
 DR3409.adjusted by the NATIONAL GEODETIC SURVEY
 DR3409.in April 2020.
 DR3409
 DR3409.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3409.GEOID18 height accuracy estimate available here.
 DR3409
 DR3409.Click photographs - Photos may exist for this station.
 DR3409
 DR3409.The dynamic height is computed by dividing the NAVD 88
 DR3409.geopotential number by the normal gravity value computed on the
 DR3409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3409.degrees latitude (g = 980.6199 gals.).
 DR3409
 DR3409.The modeled gravity was interpolated from observed gravity values.
 DR3409
 DR3409;                    North         East    Units  Estimated Accuracy
 DR3409;SPC FL E     -   122,534.2     267,653.9     MT  (+/- 3 meters HH1 GPS) 
 DR3409
 DR3409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6763013624(NAD 83)
 DR3409
 DR3409                          SUPERSEDED SURVEY CONTROL
 DR3409
 DR3409.No superseded survey control is available for this station.
 DR3409
 DR3409_MARKER: DB = BENCH MARK DISK
 DR3409_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DR3409_SP_SET: BULKHEAD
 DR3409_STAMPING: 3423 A 1993
 DR3409_MARK LOGO: NOS
 DR3409_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3409_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR3409+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2018
 DR3409
 DR3409  HISTORY     - Date     Condition        Report By
 DR3409  HISTORY     - 1993     MONUMENTED       NOS
 DR3409  HISTORY     - 20180906 GOOD             FLDEP
 DR3409
 DR3409                          STATION DESCRIPTION
 DR3409
 DR3409'DESCRIBED BY FL DEPT OF ENV PRO 2018 (DLP)
 DR3409'THE MARK IS ABOUT 11.6 MI (18.6 KM) SOUTH OF PERRINE, 9.6 MI (15.5 KM)
 DR3409'EAST-SOUTHEAST OF HOMESTEAD, 9.2 MI (14.8 KM) SOUTH-SOUTHEAST OF
 DR3409'GOULDS, IN SECTION 27, TOWNSHIP 57 SOUTH, RANGE 40 EAST.
 DR3409'
 DR3409'TO REACH THE MARK FROM THE POST OFFICE AT THE INTERSECTION OF SW 344
 DR3409'STREET (W PALM DRIVE) AND SW 187 AVENUE (REDLAND ROAD) IN FLORIDA
 DR3409'CITY, GO EAST ON SW 344 STREET (W PALM DRIVE) FOR 1.1 MI (1.8 KM) TO
 DR3409'THE INTERSECTION OF U.S. HIGHWAY 1 AND SW 344 STREET, GO EAST ON SW
 DR3409'344 STREET (PALM DRIVE) FOR 6.1 MI (9.8 KM) TO THE JUNCTION OF SW 117
 DR3409'AVENUE ON THE LEFT, CONTINUE EAST SW 344 STREET (PALM DRIVE) FOR 2.8
 DR3409'MI (4.5 KM) TO THE ENTRANCE OF FPL TURKEY POINT POWER PLANT, CONTINUE
 DR3409'SOUTHEASTERLY ON THE ENTRANCE ROAD FOR 0.3 MI (0.5 KM) TO A STOP SIGN
 DR3409'AT A 5-WAY INTERSECTION, TURN LEFT ONTO THE SERVICE ROAD AND GO
 DR3409'SOUTHEAST FOR 0.6 MI (1.0 KM) TO THE BOAT RAMP AND THE MARK, SET FLUSH
 DR3409'IN THE SOUTHWEST CORNER OF A CONCRETE BULKHEAD, ATTACHED TO A 6.0 FT
 DR3409'(1.8 M) X 8.0 FT (2.4 M) COVERED CONCRETE PAD.
 DR3409'
 DR3409'LOCATED 27.0 FT (8.2 M) WEST OF THE SOUTHWEST CORNER OF THE BOAT RAMP,
 DR3409'26.0 FT (7.9 M) SOUTH OF A 1.0 FT (0.3 M) SQUARE CONCRETE LIGHT POLE
 DR3409'WITH 2 LIGHTS MOUNTED AT THE TOP, 0.7 FT (21 CM) NORTH OF THE SOUTH
 DR3409'EDGE OF THE BULKHEAD AND 0.8 FT (24 CM) EAST OF THE WEST END OF THE
 DR3409'BULKHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3408 ***********************************************************************
 DR3408  DESIGNATION -  872 3423 C
 DR3408  PID         -  DR3408
 DR3408  STATE/COUNTY-  FL/MIAMI-DADE
 DR3408  COUNTRY     -  US
 DR3408  USGS QUAD   -  ARSENICKER KEYS (2018)
 DR3408
 DR3408                         *CURRENT SURVEY CONTROL
 DR3408  ______________________________________________________________________
 DR3408* NAD 83(1986) POSITION- 25 26 17.47   (N) 080 19 37.99   (W)   HD_HELD1
 DR3408* NAVD 88 ORTHO HEIGHT -     0.654 (meters)        2.15  (feet) ADJUSTED
 DR3408  ______________________________________________________________________
 DR3408  GEOID HEIGHT    -        -25.340 (meters)                     GEOID18
 DR3408  DYNAMIC HEIGHT  -          0.653 (meters)        2.14  (feet) COMP
 DR3408  MODELED GRAVITY -    978,972.0   (mgal)                       NAVD 88
 DR3408
 DR3408  VERT ORDER      -  FIRST     CLASS II
 DR3408
 DR3408.The horizontal coordinates were determined by differentially corrected
 DR3408.hand held GPS observations or other comparable positioning techniques
 DR3408.and have an estimated accuracy of +/- 3 meters.
 DR3408
 DR3408.The orthometric height was determined by differential leveling and
 DR3408.adjusted by the NATIONAL GEODETIC SURVEY
 DR3408.in April 2020.
 DR3408
 DR3408.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3408.GEOID18 height accuracy estimate available here.
 DR3408
 DR3408.Click photographs - Photos may exist for this station.
 DR3408
 DR3408.The dynamic height is computed by dividing the NAVD 88
 DR3408.geopotential number by the normal gravity value computed on the
 DR3408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3408.degrees latitude (g = 980.6199 gals.).
 DR3408
 DR3408.The modeled gravity was interpolated from observed gravity values.
 DR3408
 DR3408;                    North         East    Units  Estimated Accuracy
 DR3408;SPC FL E     -   122,549.3     267,671.4     MT  (+/- 3 meters HH1 GPS) 
 DR3408
 DR3408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ6764813639(NAD 83)
 DR3408
 DR3408                          SUPERSEDED SURVEY CONTROL
 DR3408
 DR3408.No superseded survey control is available for this station.
 DR3408
 DR3408_MARKER: DB = BENCH MARK DISK
 DR3408_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DR3408_SP_SET: BULKHEAD
 DR3408_STAMPING: 3423 C 1993
 DR3408_MARK LOGO: NOS
 DR3408_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3408+SATELLITE: SATELLITE OBSERVATIONS - September 10, 2018
 DR3408
 DR3408  HISTORY     - Date     Condition        Report By
 DR3408  HISTORY     - 1993     MONUMENTED       NOS
 DR3408  HISTORY     - 20180910 GOOD             FLDEP
 DR3408
 DR3408                          STATION DESCRIPTION
 DR3408
 DR3408'DESCRIBED BY FL DEPT OF ENV PRO 2018 (DLP)
 DR3408'THE MARK IS ABOUT 11.6 MI (18.7 KM) SOUTH OF PERRINE, 9.6 MI (15.5 KM)
 DR3408'EAST-SOUTHEAST OF HOMESTEAD, 9.2 MI (14.8 KM) SOUTH-SOUTHEAST OF
 DR3408'GOULDS, IN SECTION 27, TOWNSHIP 57 SOUTH, RANGE 40 EAST.
 DR3408'
 DR3408'TO REACH THE MARK FROM THE POST OFFICE AT THE INTERSECTION OF SW 344
 DR3408'STREET (W PALM DRIVE) AND SW 187 AVENUE (REDLAND ROAD) IN FLORIDA
 DR3408'CITY, GO EAST ON SW 344 STREET (W PALM DRIVE) FOR 1.1 MI (1.8 KM) TO
 DR3408'THE INTERSECTION OF U.S. HIGHWAY 1 AND SW 344 STREET, GO EAST ON SW
 DR3408'344 STREET (PALM DRIVE) FOR 6.1 MI (9.8 KM) TO THE JUNCTION OF SW 117
 DR3408'AVENUE ON THE LEFT, CONTINUE EAST SW 344 STREET (PALM DRIVE) FOR 2.8
 DR3408'MI (4.5 KM) TO THE ENTRANCE OF FPL TURKEY POINT POWER PLANT, CONTINUE
 DR3408'SOUTHEASTERLY ON THE ENTRANCE ROAD FOR 0.3 MI (0.5 KM) TO A STOP SIGN
 DR3408'AT A 5-WAY INTERSECTION, TURN LEFT ONTO THE SERVICE ROAD AND GO
 DR3408'SOUTHEAST FOR 0.6 MI (1.0 KM) TO THE BOAT RAMP AND THE MARK, SET FLUSH
 DR3408'IN THE SOUTHWEST CORNER OF THE CONCRETE BULKHEAD ATTACHED TO A 6.0 FT
 DR3408'(1.8 M) X 8.0 FT (2.4 M) COVERED CONCRETE PAD ON THE SOUTHEAST SIDE OF
 DR3408'THE BOAT RAMP.
 DR3408'
 DR3408'LOCATED 15.0 FT (4.6 M) SOUTHWEST OF THE NORTHEAST END OF THE
 DR3408'BULKHEAD, 12.5 FT (3.8 M) NORTHEAST OF THE SOUTHWEST CORNER OF THE
 DR3408'BULKHEAD AND 0.5 FT (15 CM) NORTHWEST OF THE SOUTHEAST EDGE OF THE
 DR3408'BULKHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3314 ***********************************************************************
 AC3314  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3314  DESIGNATION -  872 3491 TIDAL 3
 AC3314  PID         -  AC3314
 AC3314  STATE/COUNTY-  FL/MIAMI-DADE
 AC3314  COUNTRY     -  US
 AC3314  USGS QUAD   -  CARD SOUND (2018)
 AC3314
 AC3314                         *CURRENT SURVEY CONTROL
 AC3314  ______________________________________________________________________
 AC3314* NAD 83(1986) POSITION- 25 20 44.     (N) 080 19 57.     (W)   SCALED
 AC3314* NAVD 88 ORTHO HEIGHT -     1.775 (meters)        5.82  (feet) ADJUSTED
 AC3314  ______________________________________________________________________
 AC3314  GEOID HEIGHT    -        -25.067 (meters)                     GEOID18
 AC3314  DYNAMIC HEIGHT  -          1.772 (meters)        5.81  (feet) COMP
 AC3314  MODELED GRAVITY -    978,984.4   (mgal)                       NAVD 88
 AC3314
 AC3314  VERT ORDER      -  SECOND    CLASS I
 AC3314
 AC3314.The horizontal coordinates were scaled from a map and have
 AC3314.an estimated accuracy of +/- 6 seconds.
 AC3314
 AC3314.The orthometric height was determined by differential leveling and
 AC3314.adjusted by the NATIONAL GEODETIC SURVEY
 AC3314.in June 1991.
 AC3314
 AC3314.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3314.GEOID18 height accuracy estimate available here.
 AC3314
 AC3314.This Tidal Bench Mark is designated as VM 15836
 AC3314.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3314
 AC3314.Click photographs - Photos may exist for this station.
 AC3314
 AC3314.The dynamic height is computed by dividing the NAVD 88
 AC3314.geopotential number by the normal gravity value computed on the
 AC3314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3314.degrees latitude (g = 980.6199 gals.).
 AC3314
 AC3314.The modeled gravity was interpolated from observed gravity values.
 AC3314
 AC3314;                    North         East    Units  Estimated Accuracy
 AC3314;SPC FL E     -   112,290.      267,190.      MT  (+/- 180 meters Scaled)
 AC3314
 AC3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNJ671033(NAD 83)
 AC3314
 AC3314                          SUPERSEDED SURVEY CONTROL
 AC3314
 AC3314  NGVD 29 (09/01/92)    2.241  (m)            7.35   (f) ADJUSTED    2 1
 AC3314
 AC3314.Superseded values are not recommended for survey control.
 AC3314
 AC3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3314.See file dsdata.pdf to determine how the superseded data were derived.
 AC3314
 AC3314_MARKER: DJ = TIDAL STATION DISK
 AC3314_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC3314_STAMPING: NO 3 1975
 AC3314_MARK LOGO: NOS
 AC3314_PROJECTION: FLUSH
 AC3314_MAGNETIC: I = MARKER IS A STEEL ROD
 AC3314_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3314_ROD/PIPE-DEPTH: 9.75 meters
 AC3314
 AC3314  HISTORY     - Date     Condition        Report By
 AC3314  HISTORY     - 1975     MONUMENTED       NOS
 AC3314  HISTORY     - 1982     GOOD             FLDNR
 AC3314  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 AC3314
 AC3314                          STATION DESCRIPTION
 AC3314
 AC3314'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3314'12 MI ESE FROM FLORIDA CITY.
 AC3314'BEGIN AT THE ENTRANCE TO THE TURKEY POINT NUCLEAR POWER PLANT, GO 7.05
 AC3314'MILES SOUTH ON ROAD IN FRONT OF THE PLANT AND PARALLELING THE INTAKE
 AC3314'CANAL TO THE JUNCTION OF A DIRT ROAD, GO 0.05 MILE ON DIRT ROAD TO THE
 AC3314'MARK.  THE MARK BEARS 34 FEET EAST-SOUTHEAST OF THE JUNCTION OF THE
 AC3314'NORTH/SOUTH AND EAST/WEST DIRT ROADS AND 50 FEET NORTH OF THE EDGE OF
 AC3314'THE WATER MANAGEMENT CANAL.
 AC3314
 AC3314                          STATION RECOVERY (1988)
 AC3314
 AC3314'RECOVERY NOTE BY US POWER SQUADRON 1988 (RRB)
 AC3314'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3321 ***********************************************************************
 AC3321  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3321  DESIGNATION -  872 3518 E TIDAL FLDNR
 AC3321  PID         -  AC3321
 AC3321  STATE/COUNTY-  FL/MONROE
 AC3321  COUNTRY     -  US
 AC3321  USGS QUAD   -  CARD SOUND (2018)
 AC3321
 AC3321                         *CURRENT SURVEY CONTROL
 AC3321  ______________________________________________________________________
 AC3321* NAD 83(1986) POSITION- 25 18 43.     (N) 080 17 51.     (W)   SCALED
 AC3321* NAVD 88 ORTHO HEIGHT -     0.432 (meters)        1.42  (feet) ADJUSTED
 AC3321  ______________________________________________________________________
 AC3321  GEOID HEIGHT    -        -25.065 (meters)                     GEOID18
 AC3321  DYNAMIC HEIGHT  -          0.431 (meters)        1.41  (feet) COMP
 AC3321  MODELED GRAVITY -    978,990.9   (mgal)                       NAVD 88
 AC3321
 AC3321  VERT ORDER      -  SECOND    CLASS I
 AC3321
 AC3321.The horizontal coordinates were scaled from a map and have
 AC3321.an estimated accuracy of +/- 6 seconds.
 AC3321
 AC3321.The orthometric height was determined by differential leveling and
 AC3321.adjusted by the NATIONAL GEODETIC SURVEY
 AC3321.in June 1991.
 AC3321
 AC3321.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3321.GEOID18 height accuracy estimate available here.
 AC3321
 AC3321.This Tidal Bench Mark is designated as VM 5889
 AC3321.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3321
 AC3321.Click photographs - Photos may exist for this station.
 AC3321
 AC3321.The dynamic height is computed by dividing the NAVD 88
 AC3321.geopotential number by the normal gravity value computed on the
 AC3321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3321.degrees latitude (g = 980.6199 gals.).
 AC3321
 AC3321.The modeled gravity was interpolated from observed gravity values.
 AC3321
 AC3321;                    North         East    Units  Estimated Accuracy
 AC3321;SPC FL E     -   108,580.      270,730.      MT  (+/- 180 meters Scaled)
 AC3321
 AC3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH707996(NAD 83)
 AC3321
 AC3321                          SUPERSEDED SURVEY CONTROL
 AC3321
 AC3321  NGVD 29 (09/01/92)    0.909  (m)            2.98   (f) ADJUSTED    2 1
 AC3321
 AC3321.Superseded values are not recommended for survey control.
 AC3321
 AC3321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3321.See file dsdata.pdf to determine how the superseded data were derived.
 AC3321
 AC3321_MARKER: DJ = TIDAL STATION DISK
 AC3321_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3321_SP_SET: CONCRETE BULKHEAD
 AC3321_STAMPING: 3518 E 1982 BSM
 AC3321_MARK LOGO: FLDNR
 AC3321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3321+STABILITY: SURFACE MOTION
 AC3321
 AC3321  HISTORY     - Date     Condition        Report By
 AC3321  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3321
 AC3321                          STATION DESCRIPTION
 AC3321
 AC3321'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3321'IN OCEAN REEF.
 AC3321'THE MARK IS LOCATED IN OCEAN REEF AT THE KEY LARGO ANGLERS CLUB.
 AC3321'THE MARK BEARS 2.3 FEET SOUTH OF THE EDGE OF THE SEAWALL, 29.9 FEET
 AC3321'SOUTHWEST OF THE SOUTHWEST CORNER OF A STORAGE SHED, 56.7 FEET NORTH
 AC3321'OF A 48-INCH DIAMETER BANYAN TREE, AND 28.5 FEET EAST OF A CONCRETE
 AC3321'WATER VALVE BOX.
 AC3321'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3322 ***********************************************************************
 AC3322  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3322  DESIGNATION -  872 3518 F TIDAL FLDNR
 AC3322  PID         -  AC3322
 AC3322  STATE/COUNTY-  FL/MONROE
 AC3322  COUNTRY     -  US
 AC3322  USGS QUAD   -  CARD SOUND (2018)
 AC3322
 AC3322                         *CURRENT SURVEY CONTROL
 AC3322  ______________________________________________________________________
 AC3322* NAD 83(1986) POSITION- 25 18 43.     (N) 080 17 51.     (W)   SCALED
 AC3322* NAVD 88 ORTHO HEIGHT -     0.901 (meters)        2.96  (feet) ADJUSTED
 AC3322  ______________________________________________________________________
 AC3322  GEOID HEIGHT    -        -25.065 (meters)                     GEOID18
 AC3322  DYNAMIC HEIGHT  -          0.900 (meters)        2.95  (feet) COMP
 AC3322  MODELED GRAVITY -    978,990.9   (mgal)                       NAVD 88
 AC3322
 AC3322  VERT ORDER      -  SECOND    CLASS I
 AC3322
 AC3322.The horizontal coordinates were scaled from a map and have
 AC3322.an estimated accuracy of +/- 6 seconds.
 AC3322
 AC3322.The orthometric height was determined by differential leveling and
 AC3322.adjusted by the NATIONAL GEODETIC SURVEY
 AC3322.in June 1991.
 AC3322
 AC3322.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3322.GEOID18 height accuracy estimate available here.
 AC3322
 AC3322.This Tidal Bench Mark is designated as VM 5890
 AC3322.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3322
 AC3322.Click photographs - Photos may exist for this station.
 AC3322
 AC3322.The dynamic height is computed by dividing the NAVD 88
 AC3322.geopotential number by the normal gravity value computed on the
 AC3322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3322.degrees latitude (g = 980.6199 gals.).
 AC3322
 AC3322.The modeled gravity was interpolated from observed gravity values.
 AC3322
 AC3322;                    North         East    Units  Estimated Accuracy
 AC3322;SPC FL E     -   108,580.      270,730.      MT  (+/- 180 meters Scaled)
 AC3322
 AC3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH707996(NAD 83)
 AC3322
 AC3322                          SUPERSEDED SURVEY CONTROL
 AC3322
 AC3322  NGVD 29 (09/01/92)    1.378  (m)            4.52   (f) ADJUSTED    2 1
 AC3322
 AC3322.Superseded values are not recommended for survey control.
 AC3322
 AC3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3322.See file dsdata.pdf to determine how the superseded data were derived.
 AC3322
 AC3322_MARKER: DJ = TIDAL STATION DISK
 AC3322_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3322_SP_SET: CONCRETE BULKHEAD
 AC3322_STAMPING: 3518 F 1982 BSM
 AC3322_MARK LOGO: FLDNR
 AC3322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3322+STABILITY: SURFACE MOTION
 AC3322
 AC3322  HISTORY     - Date     Condition        Report By
 AC3322  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3322
 AC3322                          STATION DESCRIPTION
 AC3322
 AC3322'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3322'IN OCEAN REEF.
 AC3322'THE MARK IS LOCATED IN OCEAN REEF AT THE KEY LARGO ANGLERS CLUB.
 AC3322'THE MARK BEARS 2.2 FEET EAST OF THE EDGE OF THE SEAWALL, 25.4 FEET
 AC3322'SOUTHWEST OF THE NORTHWEST CORNER OF THE DOCKMASTERS OFFICE, AND
 AC3322'32.9 FEET NORTH OF THE NORTHWEST CORNER OF THE STORAGE SHED.
 AC3322'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3323 ***********************************************************************
 AC3323  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3323  DESIGNATION -  872 3518 G TIDAL FLDNR
 AC3323  PID         -  AC3323
 AC3323  STATE/COUNTY-  FL/MONROE
 AC3323  COUNTRY     -  US
 AC3323  USGS QUAD   -  CARD SOUND (2018)
 AC3323
 AC3323                         *CURRENT SURVEY CONTROL
 AC3323  ______________________________________________________________________
 AC3323* NAD 83(1986) POSITION- 25 18 43.     (N) 080 17 51.     (W)   SCALED
 AC3323* NAVD 88 ORTHO HEIGHT -     0.970 (meters)        3.18  (feet) ADJUSTED
 AC3323  ______________________________________________________________________
 AC3323  GEOID HEIGHT    -        -25.065 (meters)                     GEOID18
 AC3323  DYNAMIC HEIGHT  -          0.968 (meters)        3.18  (feet) COMP
 AC3323  MODELED GRAVITY -    978,990.9   (mgal)                       NAVD 88
 AC3323
 AC3323  VERT ORDER      -  SECOND    CLASS I
 AC3323
 AC3323.The horizontal coordinates were scaled from a map and have
 AC3323.an estimated accuracy of +/- 6 seconds.
 AC3323
 AC3323.The orthometric height was determined by differential leveling and
 AC3323.adjusted by the NATIONAL GEODETIC SURVEY
 AC3323.in June 1991.
 AC3323
 AC3323.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3323.GEOID18 height accuracy estimate available here.
 AC3323
 AC3323.This Tidal Bench Mark is designated as VM 5891
 AC3323.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3323
 AC3323.Click photographs - Photos may exist for this station.
 AC3323
 AC3323.The dynamic height is computed by dividing the NAVD 88
 AC3323.geopotential number by the normal gravity value computed on the
 AC3323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3323.degrees latitude (g = 980.6199 gals.).
 AC3323
 AC3323.The modeled gravity was interpolated from observed gravity values.
 AC3323
 AC3323;                    North         East    Units  Estimated Accuracy
 AC3323;SPC FL E     -   108,580.      270,730.      MT  (+/- 180 meters Scaled)
 AC3323
 AC3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH707996(NAD 83)
 AC3323
 AC3323                          SUPERSEDED SURVEY CONTROL
 AC3323
 AC3323  NGVD 29 (09/01/92)    1.447  (m)            4.75   (f) ADJUSTED    2 1
 AC3323
 AC3323.Superseded values are not recommended for survey control.
 AC3323
 AC3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3323.See file dsdata.pdf to determine how the superseded data were derived.
 AC3323
 AC3323_MARKER: DJ = TIDAL STATION DISK
 AC3323_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3323_SP_SET: CONCRETE BULKHEAD
 AC3323_STAMPING: 3518 G 1982 BSM
 AC3323_MARK LOGO: FLDNR
 AC3323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3323+STABILITY: SURFACE MOTION
 AC3323
 AC3323  HISTORY     - Date     Condition        Report By
 AC3323  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3323
 AC3323                          STATION DESCRIPTION
 AC3323
 AC3323'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3323'IN OCEAN REEF.
 AC3323'THE MARK IS LOCATED IN OCEAN REEF AT THE KEY LARGO ANGLERS CLUB.
 AC3323'THE MARK BEARS 3.0 FEET WEST OF THE NORTHWEST CORNER OF THE STORE,
 AC3323'1.8 FEET SOUTH OF THE EDGE OF THE WATER AT THE SEAWALL, 28.6 FEET
 AC3323'NORTH OF A 14-INCH DIAMETER SEAGRAPE, AND 8.9 FEET EAST OF THE WEST
 AC3323'EDGE OF THE PIER.
 AC3323'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3324 ***********************************************************************
 AC3324  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3324  DESIGNATION -  872 3518 TIDAL 1
 AC3324  PID         -  AC3324
 AC3324  STATE/COUNTY-  FL/MONROE
 AC3324  COUNTRY     -  US
 AC3324  USGS QUAD   -  CARD SOUND (2018)
 AC3324
 AC3324                         *CURRENT SURVEY CONTROL
 AC3324  ______________________________________________________________________
 AC3324* NAD 83(1986) POSITION- 25 18 37.     (N) 080 17 59.     (W)   SCALED
 AC3324* NAVD 88 ORTHO HEIGHT -     1.948 (meters)        6.39  (feet) ADJUSTED
 AC3324  ______________________________________________________________________
 AC3324  GEOID HEIGHT    -        -25.054 (meters)                     GEOID18
 AC3324  DYNAMIC HEIGHT  -          1.945 (meters)        6.38  (feet) COMP
 AC3324  MODELED GRAVITY -    978,990.7   (mgal)                       NAVD 88
 AC3324
 AC3324  VERT ORDER      -  SECOND    CLASS I
 AC3324
 AC3324.The horizontal coordinates were scaled from a map and have
 AC3324.an estimated accuracy of +/- 6 seconds.
 AC3324
 AC3324.The orthometric height was determined by differential leveling and
 AC3324.adjusted by the NATIONAL GEODETIC SURVEY
 AC3324.in June 1991.
 AC3324
 AC3324.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3324.GEOID18 height accuracy estimate available here.
 AC3324
 AC3324.This Tidal Bench Mark is designated as VM 5892
 AC3324.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3324
 AC3324.Click photographs - Photos may exist for this station.
 AC3324
 AC3324.The dynamic height is computed by dividing the NAVD 88
 AC3324.geopotential number by the normal gravity value computed on the
 AC3324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3324.degrees latitude (g = 980.6199 gals.).
 AC3324
 AC3324.The modeled gravity was interpolated from observed gravity values.
 AC3324
 AC3324;                    North         East    Units  Estimated Accuracy
 AC3324;SPC FL E     -   108,390.      270,510.      MT  (+/- 180 meters Scaled)
 AC3324
 AC3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH704994(NAD 83)
 AC3324
 AC3324                          SUPERSEDED SURVEY CONTROL
 AC3324
 AC3324  NGVD 29 (09/01/92)    2.425  (m)            7.96   (f) ADJUSTED    2 1
 AC3324
 AC3324.Superseded values are not recommended for survey control.
 AC3324
 AC3324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3324.See file dsdata.pdf to determine how the superseded data were derived.
 AC3324
 AC3324_MARKER: DB = BENCH MARK DISK
 AC3324_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3324+WITH SETTING: PAVEMENT
 AC3324_SP_SET: BASE OF NAVIGATION LIGHT
 AC3324_STAMPING: NO 1 1971
 AC3324_MARK LOGO: CGS
 AC3324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3324+STABILITY: SURFACE MOTION
 AC3324
 AC3324  HISTORY     - Date     Condition        Report By
 AC3324  HISTORY     - 1971     MONUMENTED       NOS
 AC3324  HISTORY     - 1982     GOOD             FLDNR
 AC3324
 AC3324                          STATION DESCRIPTION
 AC3324
 AC3324'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3324'IN OCEAN REEF.
 AC3324'LOCATED IN OCEAN REEF, AT THE KEY ANGLERS CLUB, SET FLUSH IN THE
 AC3324'SOUTHWEST CORNER OF A LARGE SQUARE CONCRETE BASE FOR A NAVIGATION
 AC3324'LIGHT, ON THE SOUTH TIP OF A CORAL FILLED BREAKWATER, AND ONE FOOT
 AC3324'ABOVE THE LEVEL OF THE ROADWAY WHICH RUNUS THE LENGTH OF THE
 AC3324'BREAKWATER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC1093 ***********************************************************************
 AC1093  DESIGNATION -  872 3572 1
 AC1093  PID         -  AC1093
 AC1093  STATE/COUNTY-  FL/MIAMI-DADE
 AC1093  COUNTRY     -  US
 AC1093  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC1093
 AC1093                         *CURRENT SURVEY CONTROL
 AC1093  ______________________________________________________________________
 AC1093* NAD 83(1986) POSITION- 25 14 25.     (N) 080 26 05.     (W)   SCALED
 AC1093* NAVD 88 ORTHO HEIGHT -     0.124 (meters)        0.41  (feet) ADJUSTED
 AC1093  ______________________________________________________________________
 AC1093  GEOID HEIGHT    -        -24.484 (meters)                     GEOID18
 AC1093  DYNAMIC HEIGHT  -          0.124 (meters)        0.41  (feet) COMP
 AC1093  MODELED GRAVITY -    978,988.9   (mgal)                       NAVD 88
 AC1093
 AC1093  VERT ORDER      -  FIRST     CLASS II
 AC1093
 AC1093.The horizontal coordinates were scaled from a map and have
 AC1093.an estimated accuracy of +/- 6 seconds.
 AC1093
 AC1093.The orthometric height was determined by differential leveling and
 AC1093.adjusted by the NATIONAL GEODETIC SURVEY
 AC1093.in June 1991.
 AC1093
 AC1093.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC1093.GEOID18 height accuracy estimate available here.
 AC1093
 AC1093.Click photographs - Photos may exist for this station.
 AC1093
 AC1093.The dynamic height is computed by dividing the NAVD 88
 AC1093.geopotential number by the normal gravity value computed on the
 AC1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1093.degrees latitude (g = 980.6199 gals.).
 AC1093
 AC1093.The modeled gravity was interpolated from observed gravity values.
 AC1093
 AC1093;                    North         East    Units  Estimated Accuracy
 AC1093;SPC FL E     -   100,580.      256,950.      MT  (+/- 180 meters Scaled)
 AC1093
 AC1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH569916(NAD 83)
 AC1093
 AC1093                          SUPERSEDED SURVEY CONTROL
 AC1093
 AC1093  NGVD 29 (??/??/92)    0.594  (m)            1.95   (f) ADJ UNCH    1 2
 AC1093
 AC1093.Superseded values are not recommended for survey control.
 AC1093
 AC1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1093.See file dsdata.pdf to determine how the superseded data were derived.
 AC1093
 AC1093_MARKER: DB = BENCH MARK DISK
 AC1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC1093_MARK LOGO: CGS
 AC1093_PROJECTION: PROJECTING 9 CENTIMETERS
 AC1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC1093+STABILITY: SURFACE MOTION
 AC1093
 AC1093  HISTORY     - Date     Condition        Report By
 AC1093  HISTORY     - UNK      MONUMENTED       CGS
 AC1093  HISTORY     - 1966     GOOD             CGS
 AC1093  HISTORY     - 1970     MARK NOT FOUND   NGS
 AC1093  HISTORY     - 1978     MARK NOT FOUND   NGS
 AC1093  HISTORY     - 19901223 MARK NOT FOUND   USPSQD
 AC1093  HISTORY     - 20180628 MARK NOT FOUND   FLDEP
 AC1093
 AC1093                          STATION DESCRIPTION
 AC1093
 AC1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC1093'14 MI S FROM FLORIDA CITY.
 AC1093'ABOUT 14.0 MILES SOUTH ALONG U.S. HIGHWAY 1 FROM THE JUNCTION
 AC1093'OF PALM DRIVE AT FLORIDA CITY, ABOUT 0.2 MILE NORTH OF THE
 AC1093'DADE-MONROE COUNTY LINE, NEAR THE EAST END OF LONG SOUND, 21 YARDS
 AC1093'NORTH OF POWER LINE TOWER 118, 88 FEET NORTH OF THE CENTER LINE
 AC1093'OF A GRAVELED DRIVE LEADING WEST TO A SMALL BOAT RAMP, 62.0 FEET
 AC1093'WEST OF THE CENTER LINE OF THE HIGHWAY, 17 1/2 FEET NORTH OF A
 AC1093'TELEPHONE POLE, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 AC1093'SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 AC1093
 AC1093                          STATION RECOVERY (1970)
 AC1093
 AC1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AC1093'MARK NOT FOUND.
 AC1093
 AC1093                          STATION RECOVERY (1978)
 AC1093
 AC1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AC1093'SEARCHED FOR BUT NOT RECOVERED THIS DATE, APPARENTLY UNDERWATER.
 AC1093
 AC1093                          STATION RECOVERY (1990)
 AC1093
 AC1093'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1093'MARK NOT FOUND.
 AC1093
 AC1093                          STATION RECOVERY (2018)
 AC1093
 AC1093'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (JRH)
 AC1093'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4711 ***********************************************************************
 AC4711  DESIGNATION -  872 3575 F TIDAL
 AC4711  PID         -  AC4711
 AC4711  STATE/COUNTY-  FL/MONROE
 AC4711  COUNTRY     -  US
 AC4711  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC4711
 AC4711                         *CURRENT SURVEY CONTROL
 AC4711  ______________________________________________________________________
 AC4711* NAD 83(1986) POSITION- 25 14 06.     (N) 080 25 51.     (W)   SCALED
 AC4711* NAVD 88 ORTHO HEIGHT -     0.390 (meters)        1.28  (feet) ADJUSTED
 AC4711  ______________________________________________________________________
 AC4711  GEOID HEIGHT    -        -24.485 (meters)                     GEOID18
 AC4711  DYNAMIC HEIGHT  -          0.390 (meters)        1.28  (feet) COMP
 AC4711  MODELED GRAVITY -    978,988.8   (mgal)                       NAVD 88
 AC4711
 AC4711  VERT ORDER      -  FIRST     CLASS II
 AC4711
 AC4711.The horizontal coordinates were scaled from a map and have
 AC4711.an estimated accuracy of +/- 6 seconds.
 AC4711
 AC4711.The orthometric height was determined by differential leveling and
 AC4711.adjusted by the NATIONAL GEODETIC SURVEY
 AC4711.in May 1994.
 AC4711
 AC4711.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4711.GEOID18 height accuracy estimate available here.
 AC4711
 AC4711.Click photographs - Photos may exist for this station.
 AC4711
 AC4711.The dynamic height is computed by dividing the NAVD 88
 AC4711.geopotential number by the normal gravity value computed on the
 AC4711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4711.degrees latitude (g = 980.6199 gals.).
 AC4711
 AC4711.The modeled gravity was interpolated from observed gravity values.
 AC4711
 AC4711;                    North         East    Units  Estimated Accuracy
 AC4711;SPC FL E     -    99,990.      257,350.      MT  (+/- 180 meters Scaled)
 AC4711
 AC4711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH573910(NAD 83)
 AC4711
 AC4711                          SUPERSEDED SURVEY CONTROL
 AC4711
 AC4711  NGVD 29 (09/01/92)    0.860  (m)            2.82   (f) ADJUSTED    1 2
 AC4711
 AC4711.Superseded values are not recommended for survey control.
 AC4711
 AC4711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4711.See file dsdata.pdf to determine how the superseded data were derived.
 AC4711
 AC4711_MARKER: DJ = TIDAL STATION DISK
 AC4711_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4711_STAMPING: 3575 F 1987
 AC4711_MARK LOGO: NOS
 AC4711_PROJECTION: PROJECTING 1 CENTIMETERS
 AC4711_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4711_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4711+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 AC4711_ROD/PIPE-DEPTH: 12.0 meters
 AC4711
 AC4711  HISTORY     - Date     Condition        Report By
 AC4711  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4711  HISTORY     - 19910205 GOOD             FLDNR
 AC4711
 AC4711                          STATION DESCRIPTION
 AC4711
 AC4711'DESCRIBED BY FL DEPT OF NAT RES 1991
 AC4711'TO REACH THE MARK FROM THE POST OFFICE IN KEY LARGO, GO NORTH 11.9 MI
 AC4711'(19.2 KM) ON U.S. HIGHWAY 1 TO THE DRIVEWAY AT POINT LAURA MARINA
 AC4711'AND CAMPGROUND, TURN RIGHT AND GO EAST 0N THE DRIVEWAY FOR 0.15 MI
 AC4711'(0.24 KM) TO THE MARK.  LOCATED 19 FT (5.8 M) NORTHEAST OF THE
 AC4711'CENTERLINE OF HAZEL ROAD, 32 FT (9.8 M) SOUTHEAST OF THE CENTERLINE
 AC4711'OF THE DRIVE TO THE CARIBBEAN KITCHEN AND CROSS KEY MARINA, 192 FT
 AC4711'(58.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE CARABBEAN KITCHEN,
 AC4711'4.3 FT (1.3 M) SOUTHWEST OF THE EDGE OF A FENCE AND 15.2 FT (4.6 M)
 AC4711'SOUTH SOUTHEAST OF A GATE POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4710 ***********************************************************************
 AC4710  DESIGNATION -  872 3575 G TIDAL
 AC4710  PID         -  AC4710
 AC4710  STATE/COUNTY-  FL/MONROE
 AC4710  COUNTRY     -  US
 AC4710  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC4710
 AC4710                         *CURRENT SURVEY CONTROL
 AC4710  ______________________________________________________________________
 AC4710* NAD 83(1986) POSITION- 25 14 07.     (N) 080 25 56.     (W)   SCALED
 AC4710* NAVD 88 ORTHO HEIGHT -     0.402 (meters)        1.32  (feet) ADJUSTED
 AC4710  ______________________________________________________________________
 AC4710  GEOID HEIGHT    -        -24.481 (meters)                     GEOID18
 AC4710  DYNAMIC HEIGHT  -          0.402 (meters)        1.32  (feet) COMP
 AC4710  MODELED GRAVITY -    978,988.8   (mgal)                       NAVD 88
 AC4710
 AC4710  VERT ORDER      -  FIRST     CLASS II
 AC4710
 AC4710.The horizontal coordinates were scaled from a map and have
 AC4710.an estimated accuracy of +/- 6 seconds.
 AC4710
 AC4710.The orthometric height was determined by differential leveling and
 AC4710.adjusted by the NATIONAL GEODETIC SURVEY
 AC4710.in May 1994.
 AC4710
 AC4710.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4710.GEOID18 height accuracy estimate available here.
 AC4710
 AC4710.Click photographs - Photos may exist for this station.
 AC4710
 AC4710.The dynamic height is computed by dividing the NAVD 88
 AC4710.geopotential number by the normal gravity value computed on the
 AC4710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4710.degrees latitude (g = 980.6199 gals.).
 AC4710
 AC4710.The modeled gravity was interpolated from observed gravity values.
 AC4710
 AC4710;                    North         East    Units  Estimated Accuracy
 AC4710;SPC FL E     -   100,020.      257,210.      MT  (+/- 180 meters Scaled)
 AC4710
 AC4710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH571911(NAD 83)
 AC4710
 AC4710                          SUPERSEDED SURVEY CONTROL
 AC4710
 AC4710  NGVD 29 (09/01/92)    0.873  (m)            2.86   (f) ADJUSTED    1 2
 AC4710
 AC4710.Superseded values are not recommended for survey control.
 AC4710
 AC4710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4710.See file dsdata.pdf to determine how the superseded data were derived.
 AC4710
 AC4710_STAMPING: 3575 G 1987
 AC4710_MARK LOGO: NOS
 AC4710_PROJECTION: PROJECTING 3 CENTIMETERS
 AC4710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4710+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2004
 AC4710_ROD/PIPE-DEPTH: 11.1 meters
 AC4710
 AC4710  HISTORY     - Date     Condition        Report By
 AC4710  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4710  HISTORY     - 19910205 GOOD             FLDNR
 AC4710  HISTORY     - 20040621 GOOD             FLDEP
 AC4710  HISTORY     - 20150510 GOOD             WANTGP
 AC4710  HISTORY     - 20180627 MARK NOT FOUND   FLDEP
 AC4710
 AC4710                          STATION DESCRIPTION
 AC4710
 AC4710'DESCRIBED BY FL DEPT OF NAT RES 1991
 AC4710'TO REACH THE MARK FROM THE POST OFFICE IN KEY LARGO, GO 11.9 MI (19.2
 AC4710'KM) NORTH ON U.S. HIGHWAY 1 TO A DRIVEWAY LEADING TO THE POINT LAURA
 AC4710'MARINA AND CAMP GROUND, GO EAST 0.05 MI (0.08 KM) ON THE DRIVEWAY TO
 AC4710'THE MARK ON THE RIGHT.  LOCATED 23.9 FT (7.3 M) SOUTH OF THE
 AC4710'CENTERLINE OF THE DRIVEWAY AND 3.3 FT (1.0 M) SOUTH OF A WOODEN POWER
 AC4710'POLE.
 AC4710
 AC4710                          STATION RECOVERY (2004)
 AC4710
 AC4710'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 AC4710'RECOVERED IN GOOD CONDITION, FOR TIE MARK NOT LEVELED TO AT THIS TIME.
 AC4710
 AC4710                          STATION RECOVERY (2015)
 AC4710
 AC4710'RECOVERY NOTE BY WANTMAN GROUP INC 2015 (JM)
 AC4710'RECOVERED IN GOOD CONDITION.
 AC4710
 AC4710                          STATION RECOVERY (2018)
 AC4710
 AC4710'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (JRH)
 AC4710'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3301 ***********************************************************************
 AC3301  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3301  DESIGNATION -  872 3575 TIDAL 1
 AC3301  PID         -  AC3301
 AC3301  STATE/COUNTY-  FL/MONROE
 AC3301  COUNTRY     -  US
 AC3301  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC3301
 AC3301                         *CURRENT SURVEY CONTROL
 AC3301  ______________________________________________________________________
 AC3301* NAD 83(1986) POSITION- 25 14 07.     (N) 080 25 47.     (W)   SCALED
 AC3301* NAVD 88 ORTHO HEIGHT -     1.279 (meters)        4.20  (feet) ADJUSTED
 AC3301  ______________________________________________________________________
 AC3301  GEOID HEIGHT    -        -24.489 (meters)                     GEOID18
 AC3301  DYNAMIC HEIGHT  -          1.277 (meters)        4.19  (feet) COMP
 AC3301  MODELED GRAVITY -    978,988.8   (mgal)                       NAVD 88
 AC3301
 AC3301  VERT ORDER      -  SECOND    CLASS I
 AC3301
 AC3301.The horizontal coordinates were scaled from a map and have
 AC3301.an estimated accuracy of +/- 6 seconds.
 AC3301
 AC3301.The orthometric height was determined by differential leveling and
 AC3301.adjusted by the NATIONAL GEODETIC SURVEY
 AC3301.in June 1991.
 AC3301
 AC3301.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3301.GEOID18 height accuracy estimate available here.
 AC3301
 AC3301.This Tidal Bench Mark is designated as VM 5920
 AC3301.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3301
 AC3301.Click photographs - Photos may exist for this station.
 AC3301
 AC3301.The dynamic height is computed by dividing the NAVD 88
 AC3301.geopotential number by the normal gravity value computed on the
 AC3301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3301.degrees latitude (g = 980.6199 gals.).
 AC3301
 AC3301.The modeled gravity was interpolated from observed gravity values.
 AC3301
 AC3301;                    North         East    Units  Estimated Accuracy
 AC3301;SPC FL E     -   100,020.      257,460.      MT  (+/- 180 meters Scaled)
 AC3301
 AC3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH574911(NAD 83)
 AC3301
 AC3301                          SUPERSEDED SURVEY CONTROL
 AC3301
 AC3301  NGVD 29 (09/01/92)    1.748  (m)            5.73   (f) ADJUSTED    2 1
 AC3301
 AC3301.Superseded values are not recommended for survey control.
 AC3301
 AC3301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3301.See file dsdata.pdf to determine how the superseded data were derived.
 AC3301
 AC3301_MARKER: DJ = TIDAL STATION DISK
 AC3301_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3301_SP_SET: SEAWALL
 AC3301_STAMPING: NO 1 1975
 AC3301_MARK LOGO: NOS
 AC3301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3301+STABILITY: SURFACE MOTION
 AC3301
 AC3301  HISTORY     - Date     Condition        Report By
 AC3301  HISTORY     - 1975     MONUMENTED       NOS
 AC3301  HISTORY     - 1982     GOOD             FLDNR
 AC3301  HISTORY     - 19901231 MARK NOT FOUND   USPSQD
 AC3301  HISTORY     - 19910327 GOOD             USPSQD
 AC3301  HISTORY     - 19920802 GOOD             USPSQD
 AC3301
 AC3301                          STATION DESCRIPTION
 AC3301
 AC3301'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3301'14.1 MI SOUTH FROM FLORIDA CITY.
 AC3301'BEGIN ON U.S. HIGHWAY 1, JUST SOUTH OF THE DADE/MONROE COUNTY LINE,
 AC3301'AT THE ENTRANCE TO PT LAURA CAMPGROUNDS AND MARINA, GO 0.2 MILE EAST
 AC3301'ON DRIVE TO THE CAMPGROUNDS AND THE MARK.  THE MARK BEARS 71 FEET
 AC3301'NORTH OF THE NORTHEAST CORNER OF A HOUSE TRAILER WHICH IS EAST
 AC3301'OF THE CAMPGROUND OFFICE, 3.5 FEET EAST OF THE EAST EDGE OF
 AC3301'THE SEAWALL, 2 FEET SOUTH OF THE NORTH END OF THE SEAWALL.
 AC3301
 AC3301                          STATION RECOVERY (1990)
 AC3301
 AC3301'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC3301'MARK NOT FOUND.
 AC3301
 AC3301                          STATION RECOVERY (1991)
 AC3301
 AC3301'RECOVERY NOTE BY US POWER SQUADRON 1991 (LEM)
 AC3301'RECOVERED IN GOOD CONDITION.
 AC3301
 AC3301                          STATION RECOVERY (1992)
 AC3301
 AC3301'RECOVERY NOTE BY US POWER SQUADRON 1992 (HV)
 AC3301'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3300 ***********************************************************************
 AC3300  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3300  DESIGNATION -  872 3575 TIDAL 2
 AC3300  PID         -  AC3300
 AC3300  STATE/COUNTY-  FL/MONROE
 AC3300  COUNTRY     -  US
 AC3300  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC3300
 AC3300                         *CURRENT SURVEY CONTROL
 AC3300  ______________________________________________________________________
 AC3300* NAD 83(1986) POSITION- 25 14 07.     (N) 080 25 47.     (W)   SCALED
 AC3300* NAVD 88 ORTHO HEIGHT -     0.724 (meters)        2.38  (feet) ADJUSTED
 AC3300  ______________________________________________________________________
 AC3300  GEOID HEIGHT    -        -24.489 (meters)                     GEOID18
 AC3300  DYNAMIC HEIGHT  -          0.722 (meters)        2.37  (feet) COMP
 AC3300  MODELED GRAVITY -    978,988.8   (mgal)                       NAVD 88
 AC3300
 AC3300  VERT ORDER      -  SECOND    CLASS I
 AC3300
 AC3300.The horizontal coordinates were scaled from a map and have
 AC3300.an estimated accuracy of +/- 6 seconds.
 AC3300
 AC3300.The orthometric height was determined by differential leveling and
 AC3300.adjusted by the NATIONAL GEODETIC SURVEY
 AC3300.in June 1991.
 AC3300
 AC3300.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3300.GEOID18 height accuracy estimate available here.
 AC3300
 AC3300.This Tidal Bench Mark is designated as VM 15839
 AC3300.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3300
 AC3300.Click photographs - Photos may exist for this station.
 AC3300
 AC3300.The dynamic height is computed by dividing the NAVD 88
 AC3300.geopotential number by the normal gravity value computed on the
 AC3300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3300.degrees latitude (g = 980.6199 gals.).
 AC3300
 AC3300.The modeled gravity was interpolated from observed gravity values.
 AC3300
 AC3300;                    North         East    Units  Estimated Accuracy
 AC3300;SPC FL E     -   100,020.      257,460.      MT  (+/- 180 meters Scaled)
 AC3300
 AC3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH574911(NAD 83)
 AC3300
 AC3300                          SUPERSEDED SURVEY CONTROL
 AC3300
 AC3300  NGVD 29 (09/01/92)    1.193  (m)            3.91   (f) ADJUSTED    2 1
 AC3300
 AC3300.Superseded values are not recommended for survey control.
 AC3300
 AC3300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3300.See file dsdata.pdf to determine how the superseded data were derived.
 AC3300
 AC3300_MARKER: DJ = TIDAL STATION DISK
 AC3300_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3300_SP_SET: STEP
 AC3300_STAMPING: NO 2 1975
 AC3300_MARK LOGO: NOS
 AC3300_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3300_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3300+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2012
 AC3300
 AC3300  HISTORY     - Date     Condition        Report By
 AC3300  HISTORY     - 1975     MONUMENTED       NOS
 AC3300  HISTORY     - 1982     GOOD             FLDNR
 AC3300  HISTORY     - 19901231 GOOD             USPSQD
 AC3300  HISTORY     - 19920802 GOOD             USPSQD
 AC3300  HISTORY     - 20121002 GOOD             INDIV
 AC3300
 AC3300                          STATION DESCRIPTION
 AC3300
 AC3300'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3300'14.1 MI SOUTH FROM FLORIDA CITY.
 AC3300'BEGIN ON U.S. HIGHWAY 1, JUST SOUTH OF THE DADE/MONROE COUNTY LINE,
 AC3300'AT THE ENTRANCE TO PT LAURA CAMPGROUNDS AND MARINA, GO 0.2 MILE EAST
 AC3300'ON DRIVE TO THE CAMPGROUNDS AND THE MARK.  THE MARK IS SET IN THE BASE
 AC3300'OF THE CONCRETE STEPS LEADING TO ROOMS ABOVE THE OFFICE, 240 FEET
 AC3300'SOUTH OF A FINA GAS SIGN, AND 38 FEET NORTH OF THE CENTERLINE OF THE
 AC3300'DRIVE TO THE CAMPGROUNDS.
 AC3300
 AC3300                          STATION RECOVERY (1990)
 AC3300
 AC3300'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC3300'RECOVERED IN GOOD CONDITION.
 AC3300
 AC3300                          STATION RECOVERY (1992)
 AC3300
 AC3300'RECOVERY NOTE BY US POWER SQUADRON 1992 (HV)
 AC3300'RECOVERED IN GOOD CONDITION.
 AC3300
 AC3300                          STATION RECOVERY (2012)
 AC3300
 AC3300'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (FLM)
 AC3300'THE 2 STORY CBS BUILDING THE BM IS LOCATED ON, IS ON LOT 5, MONROE
 AC3300'PARK, PB 3, PG 140, MONROE COUNTY, FL. THE PROPERTY IS NOT MARKED AS
 AC3300'POINT LAURA CAMPGROUNDS ANYMORE, BUT DOES HAVE A LARGE SWIMMING POOL
 AC3300'BEHIND THE OFFICE BUILDING IF VIEWED ON GOOGLE EARTH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3299 ***********************************************************************
 AC3299  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3299  DESIGNATION -  872 3575 TIDAL 3
 AC3299  PID         -  AC3299
 AC3299  STATE/COUNTY-  FL/MONROE
 AC3299  COUNTRY     -  US
 AC3299  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC3299
 AC3299                         *CURRENT SURVEY CONTROL
 AC3299  ______________________________________________________________________
 AC3299* NAD 83(1986) POSITION- 25 14 07.     (N) 080 25 47.     (W)   SCALED
 AC3299* NAVD 88 ORTHO HEIGHT -     0.911 (meters)        2.99  (feet) ADJUSTED
 AC3299  ______________________________________________________________________
 AC3299  GEOID HEIGHT    -        -24.489 (meters)                     GEOID18
 AC3299  DYNAMIC HEIGHT  -          0.910 (meters)        2.99  (feet) COMP
 AC3299  MODELED GRAVITY -    978,988.8   (mgal)                       NAVD 88
 AC3299
 AC3299  VERT ORDER      -  SECOND    CLASS I
 AC3299
 AC3299.The horizontal coordinates were scaled from a map and have
 AC3299.an estimated accuracy of +/- 6 seconds.
 AC3299
 AC3299.The orthometric height was determined by differential leveling and
 AC3299.adjusted by the NATIONAL GEODETIC SURVEY
 AC3299.in June 1991.
 AC3299
 AC3299.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3299.GEOID18 height accuracy estimate available here.
 AC3299
 AC3299.This Tidal Bench Mark is designated as VM 5921
 AC3299.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3299
 AC3299.Click photographs - Photos may exist for this station.
 AC3299
 AC3299.The dynamic height is computed by dividing the NAVD 88
 AC3299.geopotential number by the normal gravity value computed on the
 AC3299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3299.degrees latitude (g = 980.6199 gals.).
 AC3299
 AC3299.The modeled gravity was interpolated from observed gravity values.
 AC3299
 AC3299;                    North         East    Units  Estimated Accuracy
 AC3299;SPC FL E     -   100,020.      257,460.      MT  (+/- 180 meters Scaled)
 AC3299
 AC3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH574911(NAD 83)
 AC3299
 AC3299                          SUPERSEDED SURVEY CONTROL
 AC3299
 AC3299  NGVD 29 (09/01/92)    1.380  (m)            4.53   (f) ADJUSTED    2 1
 AC3299
 AC3299.Superseded values are not recommended for survey control.
 AC3299
 AC3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3299.See file dsdata.pdf to determine how the superseded data were derived.
 AC3299
 AC3299_MARKER: DJ = TIDAL STATION DISK
 AC3299_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3299+WITH SETTING: PAVEMENT
 AC3299_SP_SET: BASE FOR GAS SIGN
 AC3299_STAMPING: NO 3 1975
 AC3299_MARK LOGO: NOS
 AC3299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3299+STABILITY: SURFACE MOTION
 AC3299
 AC3299  HISTORY     - Date     Condition        Report By
 AC3299  HISTORY     - 1975     MONUMENTED       NOS
 AC3299  HISTORY     - 1982     GOOD             FLDNR
 AC3299  HISTORY     - 19901231 GOOD             USPSQD
 AC3299  HISTORY     - 19920802 GOOD             USPSQD
 AC3299
 AC3299                          STATION DESCRIPTION
 AC3299
 AC3299'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3299'14.1 MI SOUTH FROM FLORIDA CITY.
 AC3299'BEGIN ON U.S. HIGHWAY 1 JUST SOUTH OF THE DADE/MONROE COUNTY LINE,
 AC3299'AT THE ENTRANCE TO PT LAURA CAMPGROUNDS AND MARINA, GO 0.2 MILE EAST
 AC3299'ON DRIVE TO THE CAMPGROUNDS AND THE MARK.  THE MARK IS SET IN TOP OF
 AC3299'THE CONCRETE BASE FOR A FINA GAS SIGN AND 10 FEET EAST OF THE SECOND
 AC3299'BOAT SLIP.
 AC3299
 AC3299                          STATION RECOVERY (1990)
 AC3299
 AC3299'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC3299'RECOVERED IN GOOD CONDITION.
 AC3299
 AC3299                          STATION RECOVERY (1992)
 AC3299
 AC3299'RECOVERY NOTE BY US POWER SQUADRON 1992 (HV)
 AC3299'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4629 ***********************************************************************
 AC4629  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4629  DESIGNATION -  872 3582 F TIDAL
 AC4629  PID         -  AC4629
 AC4629  STATE/COUNTY-  FL/MONROE
 AC4629  COUNTRY     -  US
 AC4629  USGS QUAD   -  GARDEN COVE (2018)
 AC4629
 AC4629                         *CURRENT SURVEY CONTROL
 AC4629  ______________________________________________________________________
 AC4629* NAD 83(1986) POSITION- 25 13 25.     (N) 080 19 58.     (W)   SCALED
 AC4629* NAVD 88 ORTHO HEIGHT -     3.456 (meters)       11.34  (feet) ADJUSTED
 AC4629  ______________________________________________________________________
 AC4629  GEOID HEIGHT    -        -24.759 (meters)                     GEOID18
 AC4629  DYNAMIC HEIGHT  -          3.450 (meters)       11.32  (feet) COMP
 AC4629  MODELED GRAVITY -    978,987.5   (mgal)                       NAVD 88
 AC4629
 AC4629  VERT ORDER      -  SECOND    CLASS I
 AC4629
 AC4629.The horizontal coordinates were scaled from a map and have
 AC4629.an estimated accuracy of +/- 6 seconds.
 AC4629
 AC4629.The orthometric height was determined by differential leveling and
 AC4629.adjusted by the NATIONAL GEODETIC SURVEY
 AC4629.in June 1991.
 AC4629
 AC4629.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4629.GEOID18 height accuracy estimate available here.
 AC4629
 AC4629.This Tidal Bench Mark is designated as VM 14231
 AC4629.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4629
 AC4629.Click photographs - Photos may exist for this station.
 AC4629
 AC4629.The dynamic height is computed by dividing the NAVD 88
 AC4629.geopotential number by the normal gravity value computed on the
 AC4629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4629.degrees latitude (g = 980.6199 gals.).
 AC4629
 AC4629.The modeled gravity was interpolated from observed gravity values.
 AC4629
 AC4629;                    North         East    Units  Estimated Accuracy
 AC4629;SPC FL E     -    98,780.      267,230.      MT  (+/- 180 meters Scaled)
 AC4629
 AC4629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH672898(NAD 83)
 AC4629
 AC4629                          SUPERSEDED SURVEY CONTROL
 AC4629
 AC4629  NGVD 29 (09/01/92)    3.931  (m)           12.90   (f) ADJUSTED    2 1
 AC4629
 AC4629.Superseded values are not recommended for survey control.
 AC4629
 AC4629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4629.See file dsdata.pdf to determine how the superseded data were derived.
 AC4629
 AC4629_MARKER: DJ = TIDAL STATION DISK
 AC4629_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC4629+WITH SETTING: PAVEMENT
 AC4629_SP_SET: MANHOLE STRUCTURE
 AC4629_STAMPING: 3582 F 1986
 AC4629_MARK LOGO: NOS
 AC4629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4629+STABILITY: SURFACE MOTION
 AC4629
 AC4629  HISTORY     - Date     Condition        Report By
 AC4629  HISTORY     - 1986     MONUMENTED       FLDNR
 AC4629  HISTORY     - 19901229 GOOD             USPSQD
 AC4629  HISTORY     - 19940813 GOOD             USPSQD
 AC4629
 AC4629                          STATION DESCRIPTION
 AC4629
 AC4629'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4629'10.55 MI NE FROM KEY LARGO.
 AC4629'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 6.0 MILES NORTHEAST ALONG
 AC4629'U.S. HIGHWAY 1 TO THE Y JUNCTION WITH HIGHWAY C-905, GO 4.55 MILES
 AC4629'NORTHEAST ALONG C-905 TO THE MARK.  THE MARK BEARS 17.6 FEET
 AC4629'NORTHWEST OF THE CENTERLINE OF C-905, 82.7 FEET SOUTHWEST OF
 AC4629'TELEPHONE POLE 118, 14.8 FEET SOUTHEAST OF A WATER PIPELINE CAUTION
 AC4629'SIGN, 2.7 FEET EAST OF THE CENTER OF MANHOLE COVER, AND 288 FEET
 AC4629'SOUTHWEST OF 3582 G 1986.  THE MARK IS SET IN A 6 FOOT BY 6 FOOT
 AC4629'CONCRETE MANHOLE STRUCTURE THAT BEARS WEST-SOUTHWEST OF AND ACROSS
 AC4629'THE HIGHWAY FROM POWER POLE 170 AND TIDAL 2.  THE MANHOLE IS NUMBERED
 AC4629'OR 13.
 AC4629
 AC4629                          STATION RECOVERY (1990)
 AC4629
 AC4629'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC4629'RECOVERED IN GOOD CONDITION.
 AC4629
 AC4629                          STATION RECOVERY (1994)
 AC4629
 AC4629'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC4629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4630 ***********************************************************************
 AC4630  DESIGNATION -  872 3582 G TIDAL
 AC4630  PID         -  AC4630
 AC4630  STATE/COUNTY-  FL/MONROE
 AC4630  COUNTRY     -  US
 AC4630  USGS QUAD   -  GARDEN COVE (2018)
 AC4630
 AC4630                         *CURRENT SURVEY CONTROL
 AC4630  ______________________________________________________________________
 AC4630* NAD 83(1986) POSITION- 25 13 25.     (N) 080 19 58.     (W)   SCALED
 AC4630* NAVD 88 ORTHO HEIGHT -     3.415 (meters)       11.20  (feet) ADJUSTED
 AC4630  ______________________________________________________________________
 AC4630  GEOID HEIGHT    -        -24.759 (meters)                     GEOID18
 AC4630  DYNAMIC HEIGHT  -          3.410 (meters)       11.19  (feet) COMP
 AC4630  MODELED GRAVITY -    978,987.5   (mgal)                       NAVD 88
 AC4630
 AC4630  VERT ORDER      -  SECOND    CLASS I
 AC4630
 AC4630.The horizontal coordinates were scaled from a map and have
 AC4630.an estimated accuracy of +/- 6 seconds.
 AC4630
 AC4630.The orthometric height was determined by differential leveling and
 AC4630.adjusted by the NATIONAL GEODETIC SURVEY
 AC4630.in June 1991.
 AC4630
 AC4630.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4630.GEOID18 height accuracy estimate available here.
 AC4630
 AC4630.Click photographs - Photos may exist for this station.
 AC4630
 AC4630.The dynamic height is computed by dividing the NAVD 88
 AC4630.geopotential number by the normal gravity value computed on the
 AC4630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4630.degrees latitude (g = 980.6199 gals.).
 AC4630
 AC4630.The modeled gravity was interpolated from observed gravity values.
 AC4630
 AC4630;                    North         East    Units  Estimated Accuracy
 AC4630;SPC FL E     -    98,780.      267,230.      MT  (+/- 180 meters Scaled)
 AC4630
 AC4630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH672898(NAD 83)
 AC4630
 AC4630                          SUPERSEDED SURVEY CONTROL
 AC4630
 AC4630  NGVD 29 (09/01/92)    3.891  (m)           12.77   (f) ADJUSTED    2 1
 AC4630
 AC4630.Superseded values are not recommended for survey control.
 AC4630
 AC4630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4630.See file dsdata.pdf to determine how the superseded data were derived.
 AC4630
 AC4630_MARKER: DJ = TIDAL STATION DISK
 AC4630_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC4630+WITH SETTING: PAVEMENT
 AC4630_SP_SET: BASE FOR GATE POST
 AC4630_STAMPING: 3582 G 1986
 AC4630_MARK LOGO: NOS
 AC4630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4630+STABILITY: SURFACE MOTION
 AC4630
 AC4630  HISTORY     - Date     Condition        Report By
 AC4630  HISTORY     - 1986     MONUMENTED       FLDNR
 AC4630  HISTORY     - 19901229 GOOD             USPSQD
 AC4630  HISTORY     - 19940813 GOOD             USPSQD
 AC4630
 AC4630                          STATION DESCRIPTION
 AC4630
 AC4630'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4630'10.6 MI NE FROM KEY LARGO.
 AC4630'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 6.0 MILES NORTHEAST ALONG
 AC4630'U.S. HIGHWAY 1 TO THE Y JUNCTION WITH HIGHWAY C-905, GO 4.6 MILES
 AC4630'NORTHEAST ALONG C-905 TO THE MARK.  THE MARK BEARS 53.3 FEET
 AC4630'NORTHWEST OF THE CENTERLINE OF C-905, 10.7 FEET NORTHEAST OF A DIRT
 AC4630'TRACK ROAD 61.2 FEET NORTH-NORTHEAST OF TELEPHONE POLE 119, AND 0.3
 AC4630'FOOT EAST OF NORTHEAST GATE POST.
 AC4630'THE MARK IS 1.0 FT BELOW HIGHWAY.
 AC4630
 AC4630                          STATION RECOVERY (1990)
 AC4630
 AC4630'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC4630'RECOVERED IN GOOD CONDITION.
 AC4630
 AC4630                          STATION RECOVERY (1994)
 AC4630
 AC4630'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC4630'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4631 ***********************************************************************
 AC4631  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4631  DESIGNATION -  872 3582 H TIDAL
 AC4631  PID         -  AC4631
 AC4631  STATE/COUNTY-  FL/MONROE
 AC4631  COUNTRY     -  US
 AC4631  USGS QUAD   -  GARDEN COVE (2018)
 AC4631
 AC4631                         *CURRENT SURVEY CONTROL
 AC4631  ______________________________________________________________________
 AC4631* NAD 83(1986) POSITION- 25 13 38.     (N) 080 19 45.     (W)   SCALED
 AC4631* NAVD 88 ORTHO HEIGHT -     1.560 (meters)        5.12  (feet) ADJUSTED
 AC4631  ______________________________________________________________________
 AC4631  GEOID HEIGHT    -        -24.777 (meters)                     GEOID18
 AC4631  DYNAMIC HEIGHT  -          1.558 (meters)        5.11  (feet) COMP
 AC4631  MODELED GRAVITY -    978,987.8   (mgal)                       NAVD 88
 AC4631
 AC4631  VERT ORDER      -  SECOND    CLASS I
 AC4631
 AC4631.The horizontal coordinates were scaled from a map and have
 AC4631.an estimated accuracy of +/- 6 seconds.
 AC4631
 AC4631.The orthometric height was determined by differential leveling and
 AC4631.adjusted by the NATIONAL GEODETIC SURVEY
 AC4631.in June 1991.
 AC4631
 AC4631.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4631.GEOID18 height accuracy estimate available here.
 AC4631
 AC4631.This Tidal Bench Mark is designated as VM 14233
 AC4631.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4631
 AC4631.Click photographs - Photos may exist for this station.
 AC4631
 AC4631.The dynamic height is computed by dividing the NAVD 88
 AC4631.geopotential number by the normal gravity value computed on the
 AC4631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4631.degrees latitude (g = 980.6199 gals.).
 AC4631
 AC4631.The modeled gravity was interpolated from observed gravity values.
 AC4631
 AC4631;                    North         East    Units  Estimated Accuracy
 AC4631;SPC FL E     -    99,180.      267,590.      MT  (+/- 180 meters Scaled)
 AC4631
 AC4631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH675902(NAD 83)
 AC4631
 AC4631                          SUPERSEDED SURVEY CONTROL
 AC4631
 AC4631  NGVD 29 (09/01/92)    2.036  (m)            6.68   (f) ADJUSTED    2 1
 AC4631
 AC4631.Superseded values are not recommended for survey control.
 AC4631
 AC4631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4631.See file dsdata.pdf to determine how the superseded data were derived.
 AC4631
 AC4631_MARKER: DJ = TIDAL STATION DISK
 AC4631_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC4631+WITH SETTING: PAVEMENT
 AC4631_SP_SET: MANHOLE STRUCTURE
 AC4631_STAMPING: 3582 H 1986
 AC4631_MARK LOGO: NOS
 AC4631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4631+STABILITY: SURFACE MOTION
 AC4631
 AC4631  HISTORY     - Date     Condition        Report By
 AC4631  HISTORY     - 1986     MONUMENTED       FLDNR
 AC4631  HISTORY     - 19901229 GOOD             USPSQD
 AC4631  HISTORY     - 19940813 GOOD             USPSQD
 AC4631
 AC4631                          STATION DESCRIPTION
 AC4631
 AC4631'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4631'10.85 MI NE FROM KEY LARGO.
 AC4631'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 6.0 MILES NORTHEAST ALONG
 AC4631'U.S. HIGHWAY 1 TO THE Y JUNCTION WITH HIGHWAY C-905, GO 4.85 MILES
 AC4631'NORTHEAST ALONG C-905 TO THE MARK.  THE MARK BEARS 24.0 FEET
 AC4631'WEST-NORTHWEST OF THE CENTERLINE OF C-905, 15.8 FEET EAST-SOUTHEAST
 AC4631'OF A WATER PIPELINE CAUTION SIGN, 28.4 FEET NORTHEAST OF TELEPHONE
 AC4631'POLE 126, AND 106.8 FEET NORTH-NORTHWEST OF AND ACROSS THE HIGHWAY
 AC4631'FROM POWER POLE 165.
 AC4631
 AC4631                          STATION RECOVERY (1990)
 AC4631
 AC4631'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC4631'RECOVERED IN GOOD CONDITION.
 AC4631
 AC4631                          STATION RECOVERY (1994)
 AC4631
 AC4631'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC4631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4632 ***********************************************************************
 AC4632  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4632  DESIGNATION -  872 3582 J TIDAL
 AC4632  PID         -  AC4632
 AC4632  STATE/COUNTY-  FL/MONROE
 AC4632  COUNTRY     -  US
 AC4632  USGS QUAD   -  GARDEN COVE (2018)
 AC4632
 AC4632                         *CURRENT SURVEY CONTROL
 AC4632  ______________________________________________________________________
 AC4632* NAD 83(1986) POSITION- 25 13 51.     (N) 080 19 40.     (W)   SCALED
 AC4632* NAVD 88 ORTHO HEIGHT -     2.672 (meters)        8.77  (feet) ADJUSTED
 AC4632  ______________________________________________________________________
 AC4632  GEOID HEIGHT    -        -24.787 (meters)                     GEOID18
 AC4632  DYNAMIC HEIGHT  -          2.667 (meters)        8.75  (feet) COMP
 AC4632  MODELED GRAVITY -    978,987.9   (mgal)                       NAVD 88
 AC4632
 AC4632  VERT ORDER      -  SECOND    CLASS I
 AC4632
 AC4632.The horizontal coordinates were scaled from a map and have
 AC4632.an estimated accuracy of +/- 6 seconds.
 AC4632
 AC4632.The orthometric height was determined by differential leveling and
 AC4632.adjusted by the NATIONAL GEODETIC SURVEY
 AC4632.in June 1991.
 AC4632
 AC4632.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4632.GEOID18 height accuracy estimate available here.
 AC4632
 AC4632.This Tidal Bench Mark is designated as VM 14232
 AC4632.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4632
 AC4632.Click photographs - Photos may exist for this station.
 AC4632
 AC4632.The dynamic height is computed by dividing the NAVD 88
 AC4632.geopotential number by the normal gravity value computed on the
 AC4632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4632.degrees latitude (g = 980.6199 gals.).
 AC4632
 AC4632.The modeled gravity was interpolated from observed gravity values.
 AC4632
 AC4632;                    North         East    Units  Estimated Accuracy
 AC4632;SPC FL E     -    99,580.      267,730.      MT  (+/- 180 meters Scaled)
 AC4632
 AC4632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH677906(NAD 83)
 AC4632
 AC4632                          SUPERSEDED SURVEY CONTROL
 AC4632
 AC4632  NGVD 29 (09/01/92)    3.147  (m)           10.32   (f) ADJUSTED    2 1
 AC4632
 AC4632.Superseded values are not recommended for survey control.
 AC4632
 AC4632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4632.See file dsdata.pdf to determine how the superseded data were derived.
 AC4632
 AC4632_MARKER: DJ = TIDAL STATION DISK
 AC4632_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC4632+WITH SETTING: PAVEMENT
 AC4632_SP_SET: MANHOLE STRUCTURE
 AC4632_STAMPING: 3582 J 1986
 AC4632_MARK LOGO: NOS
 AC4632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4632+STABILITY: SURFACE MOTION
 AC4632
 AC4632  HISTORY     - Date     Condition        Report By
 AC4632  HISTORY     - 1986     MONUMENTED       FLDNR
 AC4632  HISTORY     - 19901229 GOOD             USPSQD
 AC4632  HISTORY     - 19940813 GOOD             USPSQD
 AC4632
 AC4632                          STATION DESCRIPTION
 AC4632
 AC4632'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4632'11.1 MI NE FROM KEY LARGO.
 AC4632'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 6.O MILES NORTHEAST ALONG
 AC4632'U.S. HIGHWAY 1 TO THE Y JUNCTION WITH HIGHWAY C-905, GO 5.1 MILES
 AC4632'NORTHEAST ALONG C-905 TO THE MARK.  THE MARK BEARS 18.0 FEET
 AC4632'WEST-NORTHWEST OF THE CENTERLINE OF C-905, 75.0 FEET NORTH OF THE
 AC4632'JUNCTION OF A PAVED DRIVE, 17.6 FEET EAST-SOUTHEAST OF A WATER
 AC4632'PIPELINE CAUTION SIGN, AND 63.5 FEET SOUTH-SOUTHWEST OF TELEPHONE
 AC4632'POLE 133.  THE MARK IS ALSO NORTH-NORTHWEST OF AND ACROSS THE HIGHWAY
 AC4632'FROM POWER POLE 160.
 AC4632
 AC4632                          STATION RECOVERY (1990)
 AC4632
 AC4632'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC4632'RECOVERED IN GOOD CONDITION.
 AC4632
 AC4632                          STATION RECOVERY (1994)
 AC4632
 AC4632'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC4632'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4626 ***********************************************************************
 AC4626  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4626  DESIGNATION -  872 3582 TIDAL 2
 AC4626  PID         -  AC4626
 AC4626  STATE/COUNTY-  FL/MONROE
 AC4626  COUNTRY     -  US
 AC4626  USGS QUAD   -  GARDEN COVE (2018)
 AC4626
 AC4626                         *CURRENT SURVEY CONTROL
 AC4626  ______________________________________________________________________
 AC4626* NAD 83(1986) POSITION- 25 13 25.     (N) 080 19 58.     (W)   SCALED
 AC4626* NAVD 88 ORTHO HEIGHT -     4.162 (meters)       13.65  (feet) ADJUSTED
 AC4626  ______________________________________________________________________
 AC4626  GEOID HEIGHT    -        -24.759 (meters)                     GEOID18
 AC4626  DYNAMIC HEIGHT  -          4.155 (meters)       13.63  (feet) COMP
 AC4626  MODELED GRAVITY -    978,987.5   (mgal)                       NAVD 88
 AC4626
 AC4626  VERT ORDER      -  SECOND    CLASS I
 AC4626
 AC4626.The horizontal coordinates were scaled from a map and have
 AC4626.an estimated accuracy of +/- 6 seconds.
 AC4626
 AC4626.The orthometric height was determined by differential leveling and
 AC4626.adjusted by the NATIONAL GEODETIC SURVEY
 AC4626.in June 1991.
 AC4626
 AC4626.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4626.GEOID18 height accuracy estimate available here.
 AC4626
 AC4626.This Tidal Bench Mark is designated as VM 14229
 AC4626.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4626
 AC4626.Click photographs - Photos may exist for this station.
 AC4626
 AC4626.The dynamic height is computed by dividing the NAVD 88
 AC4626.geopotential number by the normal gravity value computed on the
 AC4626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4626.degrees latitude (g = 980.6199 gals.).
 AC4626
 AC4626.The modeled gravity was interpolated from observed gravity values.
 AC4626
 AC4626;                    North         East    Units  Estimated Accuracy
 AC4626;SPC FL E     -    98,780.      267,230.      MT  (+/- 180 meters Scaled)
 AC4626
 AC4626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH672898(NAD 83)
 AC4626
 AC4626                          SUPERSEDED SURVEY CONTROL
 AC4626
 AC4626  NGVD 29 (09/01/92)    4.637  (m)           15.21   (f) ADJUSTED    2 1
 AC4626
 AC4626.Superseded values are not recommended for survey control.
 AC4626
 AC4626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4626.See file dsdata.pdf to determine how the superseded data were derived.
 AC4626
 AC4626_MARKER: DJ = TIDAL STATION DISK
 AC4626_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC4626_SP_SET: POWER POLE
 AC4626_STAMPING: NO 2 1975
 AC4626_MARK LOGO: NOS
 AC4626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4626
 AC4626  HISTORY     - Date     Condition        Report By
 AC4626  HISTORY     - 1975     MONUMENTED       NOS
 AC4626  HISTORY     - 1986     GOOD             FLDNR
 AC4626  HISTORY     - 19901229 GOOD             USPSQD
 AC4626  HISTORY     - 19940813 GOOD             USPSQD
 AC4626
 AC4626                          STATION DESCRIPTION
 AC4626
 AC4626'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4626'10.55 MI NE FROM KEY LARGO.
 AC4626'BEGIN AT THE KEY LARGO POST OFFICE, GO 6.0 MILES NORTHEAST ON U.S.
 AC4626'HIGHWAY 1 TO THE Y-JUNCTION OF COUNTY ROAD C-905, GO 4.55 MILES
 AC4626'NORTHEAST ON C-905 TO THE MARK.  THE MARK BEARS 67 FEET SOUTHEAST OF
 AC4626'THE CENTERLINE OF C-905, SET VERTICALLY IN THE WEST FACE OF A
 AC4626'CONCRETE POWER POLE, 3.5 FEET ABOVE THE GROUND.
 AC4626
 AC4626                          STATION RECOVERY (1990)
 AC4626
 AC4626'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC4626'RECOVERED IN GOOD CONDITION.
 AC4626
 AC4626                          STATION RECOVERY (1994)
 AC4626
 AC4626'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC4626'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3302 ***********************************************************************
 AC3302  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3302  DESIGNATION -  872 3613 F TIDAL
 AC3302  PID         -  AC3302
 AC3302  STATE/COUNTY-  FL/MONROE
 AC3302  COUNTRY     -  US
 AC3302  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC3302
 AC3302                         *CURRENT SURVEY CONTROL
 AC3302  ______________________________________________________________________
 AC3302* NAD 83(1986) POSITION- 25 11 01.     (N) 080 23 23.     (W)   SCALED
 AC3302* NAVD 88 ORTHO HEIGHT -     0.265 (meters)        0.87  (feet) ADJUSTED
 AC3302  ______________________________________________________________________
 AC3302  GEOID HEIGHT    -        -24.522 (meters)                     GEOID18
 AC3302  DYNAMIC HEIGHT  -          0.265 (meters)        0.87  (feet) COMP
 AC3302  MODELED GRAVITY -    978,984.8   (mgal)                       NAVD 88
 AC3302
 AC3302  VERT ORDER      -  SECOND    CLASS I
 AC3302
 AC3302.The horizontal coordinates were scaled from a map and have
 AC3302.an estimated accuracy of +/- 6 seconds.
 AC3302
 AC3302.The orthometric height was determined by differential leveling and
 AC3302.adjusted by the NATIONAL GEODETIC SURVEY
 AC3302.in June 1991.
 AC3302
 AC3302.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3302.GEOID18 height accuracy estimate available here.
 AC3302
 AC3302.This Tidal Bench Mark is designated as VM 5928
 AC3302.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3302
 AC3302.Click photographs - Photos may exist for this station.
 AC3302
 AC3302.The dynamic height is computed by dividing the NAVD 88
 AC3302.geopotential number by the normal gravity value computed on the
 AC3302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3302.degrees latitude (g = 980.6199 gals.).
 AC3302
 AC3302.The modeled gravity was interpolated from observed gravity values.
 AC3302
 AC3302;                    North         East    Units  Estimated Accuracy
 AC3302;SPC FL E     -    94,320.      261,510.      MT  (+/- 180 meters Scaled)
 AC3302
 AC3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH614854(NAD 83)
 AC3302
 AC3302                          SUPERSEDED SURVEY CONTROL
 AC3302
 AC3302  NGVD 29 (09/01/92)    0.743  (m)            2.44   (f) ADJUSTED    2 1
 AC3302
 AC3302.Superseded values are not recommended for survey control.
 AC3302
 AC3302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3302.See file dsdata.pdf to determine how the superseded data were derived.
 AC3302
 AC3302_MARKER: DD = SURVEY DISK
 AC3302_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3302_SP_SET: WALL FOUNDATION
 AC3302_STAMPING: 3613 F 1982 BSM
 AC3302_MARK LOGO: FLDNR
 AC3302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3302+STABILITY: SURFACE MOTION
 AC3302
 AC3302  HISTORY     - Date     Condition        Report By
 AC3302  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3302  HISTORY     - 20200929 MARK NOT FOUND   T2UES
 AC3302
 AC3302                          STATION DESCRIPTION
 AC3302
 AC3302'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3302'18.9 MI SOUTH FROM FLORIDA CITY.
 AC3302'BEGIN AT THE INTERSECTION OF PALM DRIVE AND U.S. HIGHWAY 1 IN FLORIDA
 AC3302'CITY, GO 18.9 MILES SOUTH ON U.S. 1 TO THE GILBERT MOTEL AND MARINA
 AC3302'ON THE NORTH SIDE OF JEWFISH CREEK.  THE MARK IS SET IN THE SOUTHWEST
 AC3302'CORNER OF THE FOUNDATION OF A 5.5-FOOT HIGH CONCRETE GAS TANK
 AC3302'RETAINING WALL.  THE MARK BEARS 101.5 FEET NORTHEAST OF THE
 AC3302'SOUTHEAST CORNER OF THE LOUNGE, 22.0 FEET SOUTHEAST OF THE
 AC3302'CENTERLINE OF A DRIVEWAY TO THE MARINA, AND 40.5 FEET NORTHWEST OF
 AC3302'THE SOUTHWEST CORNER OF A CONCRETE PAD AROUND THE POOL.
 AC3302'THE MARK IS ABOVE LEVEL WITH GROUND.
 AC3302
 AC3302                          STATION RECOVERY (2020)
 AC3302
 AC3302'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AC3302'THE STATION WAS SEARCHED FOR AND NOT RECOVERED.
 AC3302'
 AC3302'NOTE-  THE STATION IS CONSIDERED DESTROYED BASED ON THE 1982
 AC3302'DESCRIPTION AND THE OLD RETAINING WALL HAS BEEN REPLACED WITH A NEW
 AC3302'RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR7001 ***********************************************************************
 DR7001  TIDAL BM    -  This is a Tidal Bench Mark.
 DR7001  DESIGNATION -  872 3613 G
 DR7001  PID         -  DR7001
 DR7001  STATE/COUNTY-  FL/MONROE
 DR7001  COUNTRY     -  US
 DR7001  USGS QUAD   -  BLACKWATER SOUND (2018)
 DR7001
 DR7001                         *CURRENT SURVEY CONTROL
 DR7001  ______________________________________________________________________
 DR7001* NAD 83(1986) POSITION- 25 11 09.85   (N) 080 23 26.55   (W)   HD_HELD1
 DR7001* NAVD 88 ORTHO HEIGHT -     0.838 (meters)        2.75  (feet) ADJUSTED
 DR7001  ______________________________________________________________________
 DR7001  GEOID HEIGHT    -        -24.523 (meters)                     GEOID18
 DR7001  DYNAMIC HEIGHT  -          0.836 (meters)        2.74  (feet) COMP
 DR7001  MODELED GRAVITY -    978,985.0   (mgal)                       NAVD 88
 DR7001
 DR7001  VERT ORDER      -  FIRST     CLASS II
 DR7001
 DR7001.The horizontal coordinates were determined by differentially corrected
 DR7001.hand held GPS observations or other comparable positioning techniques
 DR7001.and have an estimated accuracy of +/- 3 meters.
 DR7001
 DR7001.The orthometric height was determined by differential leveling and
 DR7001.adjusted by the NATIONAL GEODETIC SURVEY
 DR7001.in February 2022.
 DR7001
 DR7001.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7001.GEOID18 height accuracy estimate available here.
 DR7001
 DR7001.This Tidal Bench Mark is designated as VM 24729
 DR7001.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR7001
 DR7001.Click photographs - Photos may exist for this station.
 DR7001
 DR7001.The dynamic height is computed by dividing the NAVD 88
 DR7001.geopotential number by the normal gravity value computed on the
 DR7001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7001.degrees latitude (g = 980.6199 gals.).
 DR7001
 DR7001.The modeled gravity was interpolated from observed gravity values.
 DR7001
 DR7001;                    North         East    Units  Estimated Accuracy
 DR7001;SPC FL E     -    94,590.4     261,412.2     MT  (+/- 3 meters HH1 GPS) 
 DR7001
 DR7001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH6139185690(NAD 83)
 DR7001
 DR7001                          SUPERSEDED SURVEY CONTROL
 DR7001
 DR7001.No superseded survey control is available for this station.
 DR7001
 DR7001_MARKER: F = FLANGE-ENCASED ROD
 DR7001_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7001_STAMPING: 3613 G 2021
 DR7001_MARK LOGO: NONE
 DR7001_PROJECTION: RECESSED 11 CENTIMETERS
 DR7001_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR7001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7001+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2021
 DR7001_ROD/PIPE-DEPTH: 5.6 meters
 DR7001
 DR7001  HISTORY     - Date     Condition        Report By
 DR7001  HISTORY     - 20210208 MONUMENTED       T2UES
 DR7001
 DR7001                          STATION DESCRIPTION
 DR7001
 DR7001'DESCRIBED BY T2 UES, INC. 2021 (SU)
 DR7001'THE MARK IS LOCATED ABOUT 14.4 MI (23.2 KM) NORTH-NORTHEAST OF
 DR7001'TAVERNIER, 8.7 MI (14.0 KM) NORTH-NORTHEAST OF ROCK HARBOR AND 1.7 MI
 DR7001'(2.7 KM) WEST-NORTHWEST OF GARDEN COVE.
 DR7001'
 DR7001'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF U.S. HIGHWAY
 DR7001'1 (SOUTH DIXIE HIGHWAY-OVERSEAS HIGHWAY) AND SANCTUARY DRIVE IN KEY
 DR7001'LARGO, GO NORTHEAST ON U.S. HIGHWAY 1 (SOUTH DIXIE HIGHWAY-OVERSEAS
 DR7001'HIGHWAY) FOR 6.25 MI (10.06 KM) TO THE Y-JUNCTION OF COUNTY ROAD 905
 DR7001'ON THE RIGHT, GO NORTHWEST ON U.S. HIGHWAY 1 (SOUTH DIXIE
 DR7001'HIGHWAY-OVERSEAS HIGHWAY) FOR 1.95 MI (3.14 KM) TO THE INTERSECTION OF
 DR7001'GILBERTS RESORT DRIVE, THENCE GO 0.35 MI (0.56 KM) SOUTHEASTERLY ALONG
 DR7001'GILBERT RESORT DRIVE TO THE STATION ON THE LEFT SET IN A GRASSY
 DR7001'PRESERVE AREA BEHIND FENCE NEAR THE NORTHWEST END OF A BRIDGE.
 DR7001'
 DR7001'THE MARK IS LOCATED 8.5 FT (2.6 M) NORTHEAST OF THE NORTH EDGE OF THE
 DR7001'NORTHWEST END OF CONCRETE GUARDRAIL OF A BRIDGE, 19.1 FT (5.8 M)
 DR7001'NORTH-NORTHEAST OF THE GUARD RAIL END PLATE ON THE SOUTHWEST SIDE OF
 DR7001'THE NORTHEAST CONCRETE GUARD RAIL, 18.8 FT (5.7 M) SOUTHWEST OF THE
 DR7001'WESTERN MOST PILING UNDER U.S. HIGHWAY 1 AT THIS LOCATION, 6.5 FT (2.0
 DR7001'M) NORTHEAST OF THE EDGE OF PAVEMENT AND 2.0 FT (0.6 M) SOUTHWEST OF A
 DR7001'CARSONITE WITNESS POST.
 DR7001'
 DR7001'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-IN (13 CM) LOGO CAP.
 DR7001'
 DR7001'NOTE-A MAGNET WAS PLACED INSIDE OF THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR7002 ***********************************************************************
 DR7002  TIDAL BM    -  This is a Tidal Bench Mark.
 DR7002  DESIGNATION -  872 3613 H
 DR7002  PID         -  DR7002
 DR7002  STATE/COUNTY-  FL/MONROE
 DR7002  COUNTRY     -  US
 DR7002  USGS QUAD   -  BLACKWATER SOUND (2018)
 DR7002
 DR7002                         *CURRENT SURVEY CONTROL
 DR7002  ______________________________________________________________________
 DR7002* NAD 83(1986) POSITION- 25 11 05.42   (N) 080 23 19.00   (W)   HD_HELD1
 DR7002* NAVD 88 ORTHO HEIGHT -     4.046 (meters)       13.27  (feet) ADJUSTED
 DR7002  ______________________________________________________________________
 DR7002  GEOID HEIGHT    -        -24.528 (meters)                     GEOID18
 DR7002  DYNAMIC HEIGHT  -          4.040 (meters)       13.25  (feet) COMP
 DR7002  MODELED GRAVITY -    978,984.8   (mgal)                       NAVD 88
 DR7002
 DR7002  VERT ORDER      -  FIRST     CLASS II
 DR7002
 DR7002.The horizontal coordinates were determined by differentially corrected
 DR7002.hand held GPS observations or other comparable positioning techniques
 DR7002.and have an estimated accuracy of +/- 3 meters.
 DR7002
 DR7002.The orthometric height was determined by differential leveling and
 DR7002.adjusted by the NATIONAL GEODETIC SURVEY
 DR7002.in February 2022.
 DR7002
 DR7002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7002.GEOID18 height accuracy estimate available here.
 DR7002
 DR7002.This Tidal Bench Mark is designated as VM 24728
 DR7002.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR7002
 DR7002.Click photographs - Photos may exist for this station.
 DR7002
 DR7002.The dynamic height is computed by dividing the NAVD 88
 DR7002.geopotential number by the normal gravity value computed on the
 DR7002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7002.degrees latitude (g = 980.6199 gals.).
 DR7002
 DR7002.The modeled gravity was interpolated from observed gravity values.
 DR7002
 DR7002;                    North         East    Units  Estimated Accuracy
 DR7002;SPC FL E     -    94,455.1     261,624.2     MT  (+/- 3 meters HH1 GPS) 
 DR7002
 DR7002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH6160385554(NAD 83)
 DR7002
 DR7002                          SUPERSEDED SURVEY CONTROL
 DR7002
 DR7002.No superseded survey control is available for this station.
 DR7002
 DR7002_MARKER: F = FLANGE-ENCASED ROD
 DR7002_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7002_STAMPING: 3613 H 2021
 DR7002_MARK LOGO: NONE
 DR7002_PROJECTION: RECESSED 12 CENTIMETERS
 DR7002_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR7002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7002_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR7002+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2021
 DR7002_ROD/PIPE-DEPTH: 4.5 meters
 DR7002
 DR7002  HISTORY     - Date     Condition        Report By
 DR7002  HISTORY     - 20210208 MONUMENTED       MDSHA
 DR7002
 DR7002                          STATION DESCRIPTION
 DR7002
 DR7002'DESCRIBED BY MARYLAND DOT HIGHWAY ADMINISTRATION 2021 (SU)
 DR7002'THE MARK IS LOCATED ABOUT 14.4 MI (23.2 KM) NORTH-NORTHEAST OF
 DR7002'TAVERNIER, 8.7 MI (14.0 KM) NORTH-NORTHEAST OF ROCK HARBOR AND 1.5 MI
 DR7002'(2.4 KM) WEST-NORTHWEST OF GARDEN COVE.
 DR7002'
 DR7002'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF U.S. HIGHWAY
 DR7002'1 (SOUTH DIXIE HIGHWAY-OVERSEAS HIGHWAY) AND SANCTUARY DRIVE IN KEY
 DR7002'LARGO, GO NORTHEAST ON U.S. HIGHWAY 1 (SOUTH DIXIE HIGHWAY-OVERSEAS
 DR7002'HIGHWAY) FOR 6.25 MI (10.06 KM) TO THE Y-JUNCTION OF COUNTY ROAD 905
 DR7002'ON THE RIGHT, GO NORTHWEST ON U.S. HIGHWAY 1 (SOUTH DIXIE
 DR7002'HIGHWAY-OVERSEAS HIGHWAY) FOR 1.95 MI (3.14 KM) TO THE INTERSECTION OF
 DR7002'GILBERTS RESORT DRIVE, THENCE GO 0.5 MI (0.8 KM) SOUTHEASTERLY ALONG
 DR7002'GILBERT RESORT DRIVE TO THE STATION ON THE LEFT, IN THE GRASS ON THE
 DR7002'NORTHEAST SIDE OF THE ROAD NEAR THE CURVE IN THE DRIVE.
 DR7002'
 DR7002'IT IS 6.7 FT (2.0 M) NORTHEAST OF A GUARDRAIL, 5.0 FT (1.5 M)
 DR7002'NORTHEAST OF EDGE OF PAVEMENT, 8.5 FT (2.6 M) WEST OF A 10 INCH (25
 DR7002'CM) PALM TREE, 6.5 FT (2.0 M) NORTHWEST OF AN ARROW SIGN AND 2.0 FT
 DR7002'(0.6 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DR7002'
 DR7002'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DR7002'
 DR7002'NOTE-A MAGNET WAS PLACED INSIDE OF THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR7003 ***********************************************************************
 DR7003  TIDAL BM    -  This is a Tidal Bench Mark.
 DR7003  DESIGNATION -  872 3613 J
 DR7003  PID         -  DR7003
 DR7003  STATE/COUNTY-  FL/MONROE
 DR7003  COUNTRY     -  US
 DR7003  USGS QUAD   -  BLACKWATER SOUND (2018)
 DR7003
 DR7003                         *CURRENT SURVEY CONTROL
 DR7003  ______________________________________________________________________
 DR7003* NAD 83(1986) POSITION- 25 11 03.11   (N) 080 23 19.96   (W)   HD_HELD1
 DR7003* NAVD 88 ORTHO HEIGHT -     0.062 (meters)        0.20  (feet) ADJUSTED
 DR7003  ______________________________________________________________________
 DR7003  GEOID HEIGHT    -        -24.526 (meters)                     GEOID18
 DR7003  DYNAMIC HEIGHT  -          0.062 (meters)        0.20  (feet) COMP
 DR7003  MODELED GRAVITY -    978,984.8   (mgal)                       NAVD 88
 DR7003
 DR7003  VERT ORDER      -  FIRST     CLASS II
 DR7003
 DR7003.The horizontal coordinates were determined by differentially corrected
 DR7003.hand held GPS observations or other comparable positioning techniques
 DR7003.and have an estimated accuracy of +/- 3 meters.
 DR7003
 DR7003.The orthometric height was determined by differential leveling and
 DR7003.adjusted by the NATIONAL GEODETIC SURVEY
 DR7003.in February 2022.
 DR7003
 DR7003.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7003.GEOID18 height accuracy estimate available here.
 DR7003
 DR7003.This Tidal Bench Mark is designated as VM 24727
 DR7003.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR7003
 DR7003.Click photographs - Photos may exist for this station.
 DR7003
 DR7003.The dynamic height is computed by dividing the NAVD 88
 DR7003.geopotential number by the normal gravity value computed on the
 DR7003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7003.degrees latitude (g = 980.6199 gals.).
 DR7003
 DR7003.The modeled gravity was interpolated from observed gravity values.
 DR7003
 DR7003;                    North         East    Units  Estimated Accuracy
 DR7003;SPC FL E     -    94,383.9     261,597.7     MT  (+/- 3 meters HH1 GPS) 
 DR7003
 DR7003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH6157685483(NAD 83)
 DR7003
 DR7003                          SUPERSEDED SURVEY CONTROL
 DR7003
 DR7003.No superseded survey control is available for this station.
 DR7003
 DR7003_MARKER: F = FLANGE-ENCASED ROD
 DR7003_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7003_STAMPING: 3613 J 2021
 DR7003_MARK LOGO: NONE
 DR7003_PROJECTION: RECESSED 11 CENTIMETERS
 DR7003_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR7003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7003+SATELLITE: SATELLITE OBSERVATIONS - February 09, 2021
 DR7003_ROD/PIPE-DEPTH: 4.7 meters
 DR7003
 DR7003  HISTORY     - Date     Condition        Report By
 DR7003  HISTORY     - 20210209 MONUMENTED       MDSHA
 DR7003
 DR7003                          STATION DESCRIPTION
 DR7003
 DR7003'DESCRIBED BY MARYLAND DOT HIGHWAY ADMINISTRATION 2021 (SU)
 DR7003'THE MARK IS LOCATED ABOUT 14.3 MI (23.0 KM) NORTH-NORTHEAST OF
 DR7003'TAVERNIER, 8.7 MI (14.0 KM) NORTH-NORTHEAST OF ROCK HARBOR AND 1.5 MI
 DR7003'(2.4 KM) WEST-NORTHWEST OF GARDEN COVE.
 DR7003'
 DR7003'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF U.S. HIGHWAY
 DR7003'1 (SOUTH DIXIE HIGHWAY-OVERSEAS HIGHWAY) AND SANCTUARY DRIVE IN KEY
 DR7003'LARGO, GO NORTHEAST ON U.S. HIGHWAY 1 (SOUTH DIXIE HIGHWAY-OVERSEAS
 DR7003'HIGHWAY) FOR 6.25 MI (10.06 KM) TO THE Y-JUNCTION OF COUNTY ROAD 905
 DR7003'ON THE RIGHT, GO NORTHWEST ON U.S. HIGHWAY 1 (SOUTH DIXIE
 DR7003'HIGHWAY-OVERSEAS HIGHWAY) FOR 1.95 MI (3.14 KM) TO THE INTERSECTION OF
 DR7003'GILBERTS RESORT DRIVE, THENCE GO 0.6 MI (1.0 KM) SOUTHEASTERLY ALONG
 DR7003'GILBERT RESORT DRIVE TO THE STATION ON THE LEFT IN THE MIDDLE OF A
 DR7003'CONCRETE AND GRASSY MEDIAN.
 DR7003'
 DR7003'THE MARK IS LOCATED 7.85 FT (2.4 M) SOUTHWEST OF A FIBERGLASS POWER
 DR7003'POLE NUMBER 522, 4.9 FT (1.5 M) NORTHWEST OF A CONCRETE BOLLARD, 5.6
 DR7003'FT (1.7 M) EAST OF EDGE OF PAYMENT ON THE NORTH SIDE OF THE ROAD AND
 DR7003'1.5 FT (0.5 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DR7003'
 DR7003'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DR7003'
 DR7003'NOTE-A MAGNET WAS PLACED INSIDE OF THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3326 ***********************************************************************
 AC3326  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3326  DESIGNATION -  872 3622 E TIDAL
 AC3326  PID         -  AC3326
 AC3326  STATE/COUNTY-  FL/MONROE
 AC3326  COUNTRY     -  US
 AC3326  USGS QUAD   -  GARDEN COVE (2018)
 AC3326
 AC3326                         *CURRENT SURVEY CONTROL
 AC3326  ______________________________________________________________________
 AC3326* NAD 83(1986) POSITION- 25 10 28.     (N) 080 22 14.     (W)   SCALED
 AC3326* NAVD 88 ORTHO HEIGHT -     2.931 (meters)        9.62  (feet) ADJUSTED
 AC3326  ______________________________________________________________________
 AC3326  GEOID HEIGHT    -        -24.569 (meters)                     GEOID18
 AC3326  DYNAMIC HEIGHT  -          2.926 (meters)        9.60  (feet) COMP
 AC3326  MODELED GRAVITY -    978,983.5   (mgal)                       NAVD 88
 AC3326
 AC3326  VERT ORDER      -  SECOND    CLASS I
 AC3326
 AC3326.The horizontal coordinates were scaled from a map and have
 AC3326.an estimated accuracy of +/- 6 seconds.
 AC3326
 AC3326.The orthometric height was determined by differential leveling and
 AC3326.adjusted by the NATIONAL GEODETIC SURVEY
 AC3326.in June 1991.
 AC3326
 AC3326.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3326.GEOID18 height accuracy estimate available here.
 AC3326
 AC3326.This Tidal Bench Mark is designated as VM 5938
 AC3326.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3326
 AC3326.Click photographs - Photos may exist for this station.
 AC3326
 AC3326.The dynamic height is computed by dividing the NAVD 88
 AC3326.geopotential number by the normal gravity value computed on the
 AC3326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3326.degrees latitude (g = 980.6199 gals.).
 AC3326
 AC3326.The modeled gravity was interpolated from observed gravity values.
 AC3326
 AC3326;                    North         East    Units  Estimated Accuracy
 AC3326;SPC FL E     -    93,310.      263,450.      MT  (+/- 180 meters Scaled)
 AC3326
 AC3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH634844(NAD 83)
 AC3326
 AC3326                          SUPERSEDED SURVEY CONTROL
 AC3326
 AC3326  NGVD 29 (09/01/92)    3.408  (m)           11.18   (f) ADJUSTED    2 1
 AC3326
 AC3326.Superseded values are not recommended for survey control.
 AC3326
 AC3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3326.See file dsdata.pdf to determine how the superseded data were derived.
 AC3326
 AC3326_STAMPING: 3622 E 1982 BSM
 AC3326_MARK LOGO: FLDNR
 AC3326
 AC3326  HISTORY     - Date     Condition        Report By
 AC3326  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3326  HISTORY     - 19940813 MARK NOT FOUND   USPSQD
 AC3326  HISTORY     - 20180822 MARK NOT FOUND   FLDEP
 AC3326
 AC3326                          STATION DESCRIPTION
 AC3326
 AC3326'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3326'6.8 MI NE FROM KEY LARGO.
 AC3326'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 6.4 MILES NORTHEAST ON U.S.
 AC3326'HIGHWAY 1 TO THE Y-FORK JUNCTION OF STATE ROAD C-905, GO 0.4 MILE
 AC3326'NORTHEAST ON C-905 TO THE MARK.  THE MARK IS SET FLUSH IN A ROCK
 AC3326'OUTCROP, AND BEARS 25.8 FEET SOUTHEAST OF THE STATE ROAD C-905
 AC3326'CENTERLINE, 163 FEET NORTHEAST OF THE GARDEN COVE ROAD CENTERLINE, 39
 AC3326'FEET WEST OF A CONCRETE POWER POLE AND 95 FEET NORTHEAST OF BENCH MARK
 AC3326'B 275 1966.
 AC3326'THE MARK IS ABOVE LEVEL WITH ROAD.
 AC3326
 AC3326                          STATION RECOVERY (1994)
 AC3326
 AC3326'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC3326'MARK NOT FOUND.
 AC3326
 AC3326                          STATION RECOVERY (2018)
 AC3326
 AC3326'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3326'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3355 ***********************************************************************
 DR3355  DESIGNATION -  872 3622 F
 DR3355  PID         -  DR3355
 DR3355  STATE/COUNTY-  FL/MONROE
 DR3355  COUNTRY     -  US
 DR3355  USGS QUAD   -  BLACKWATER SOUND (2018)
 DR3355
 DR3355                         *CURRENT SURVEY CONTROL
 DR3355  ______________________________________________________________________
 DR3355* NAD 83(1986) POSITION- 25 10 02.32   (N) 080 22 38.76   (W)   HD_HELD1
 DR3355* NAVD 88 ORTHO HEIGHT -     2.670 (meters)        8.76  (feet) ADJUSTED
 DR3355  ______________________________________________________________________
 DR3355  GEOID HEIGHT    -        -24.538 (meters)                     GEOID18
 DR3355  DYNAMIC HEIGHT  -          2.665 (meters)        8.74  (feet) COMP
 DR3355  MODELED GRAVITY -    978,983.0   (mgal)                       NAVD 88
 DR3355
 DR3355  VERT ORDER      -  FIRST     CLASS II
 DR3355
 DR3355.The horizontal coordinates were determined by differentially corrected
 DR3355.hand held GPS observations or other comparable positioning techniques
 DR3355.and have an estimated accuracy of +/- 3 meters.
 DR3355
 DR3355.The orthometric height was determined by differential leveling and
 DR3355.adjusted by the NATIONAL GEODETIC SURVEY
 DR3355.in April 2020.
 DR3355
 DR3355.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3355.GEOID18 height accuracy estimate available here.
 DR3355
 DR3355.Click photographs - Photos may exist for this station.
 DR3355
 DR3355.The dynamic height is computed by dividing the NAVD 88
 DR3355.geopotential number by the normal gravity value computed on the
 DR3355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3355.degrees latitude (g = 980.6199 gals.).
 DR3355
 DR3355.The modeled gravity was interpolated from observed gravity values.
 DR3355
 DR3355;                    North         East    Units  Estimated Accuracy
 DR3355;SPC FL E     -    92,518.6     262,759.9     MT  (+/- 3 meters HH1 GPS) 
 DR3355
 DR3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH6273883619(NAD 83)
 DR3355
 DR3355                          SUPERSEDED SURVEY CONTROL
 DR3355
 DR3355.No superseded survey control is available for this station.
 DR3355
 DR3355_MARKER: F = FLANGE-ENCASED ROD
 DR3355_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR3355+WITH SETTING: INFORMATION.
 DR3355_STAMPING: 3622 F 2018
 DR3355_MARK LOGO: NGS
 DR3355_PROJECTION: RECESSED 8 CENTIMETERS
 DR3355_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3355_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3355+SATELLITE: SATELLITE OBSERVATIONS - September 06, 2018
 DR3355_ROD/PIPE-DEPTH: 1.1 meters
 DR3355
 DR3355  HISTORY     - Date     Condition        Report By
 DR3355  HISTORY     - 20180906 MONUMENTED       FLDEP
 DR3355
 DR3355                          STATION DESCRIPTION
 DR3355
 DR3355'DESCRIBED BY FL DEPT OF ENV PRO 2018 (MAH)
 DR3355'THE MARK IS ABOUT 13.8 MI (22.2 KM) NORTHEAST OF TAVERNIER, 8.1 MI
 DR3355'(13.0 KM) NORTHEAST OF ROCK HARBOR, 0.7 MI (1.1 KM) WEST-SOUTHWEST OF
 DR3355'GARDEN COVE, IN SECTION 6, TOWNSHIP 61 SOUTH, RANGE 40 EAST.
 DR3355'
 DR3355'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF U.S. HIGHWAY
 DR3355'1 (OVERSEAS HIGHWAY) AND SANCTUARY DRIVE IN KEY LARGO, GO NORTHEAST ON
 DR3355'U.S. HIGHWAY 1 (OVERSEAS HIGHWAY) FOR 5.95 MI (9.57 KM) TO U.S. MAIL
 DR3355'ADDRESS 106003 U.S. HIGHWAY 1 (OVERSEAS HIGHWAY), KEY LAKES VILLAS ON
 DR3355'THE RIGHT, SHELL WORLD ON THE LEFT AND THE MARK IN THE GRASS MEDIAN, A
 DR3355'STAINLESS STEEL ROD DRIVEN TO REFUSAL TO A DEPTH OF 3.5 FT (1.1 M)
 DR3355'WITH AN (NGS) LOGO CAP RECESSED 0.3 FT (9 CM) THE LEVEL OF THE GROUND
 DR3355'AND 0.5 FT (15 CM) BELOW THE LEVEL OF U.S. HIGHWAY 1 (OVERSEAS
 DR3355'HIGHWAY), THE DATUM POINT IS RECESSED 0.5 FT (15 CM) BELOW THE LEVEL
 DR3355'OF THE (NGS) LOGO CAP.
 DR3355'
 DR3355'LOCATED 120.8 FT (36.8 M) EAST OF A LARGE ALUMINUM POWER POLE NUMBER
 DR3355'B3 088 LOCATED IN FRONT OF SHELL WORLD, 38.2 FT (11.6 M) NORTHWEST OF
 DR3355'THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 1 NORTHBOUND LANES, 27.8 FT
 DR3355'(8.5 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 1
 DR3355'SOUTHBOUND LANES, 21.2 FT (6.5 M) SOUTHWEST OF THE NORTHEAST END OF
 DR3355'THE GRASS MEDIAN AND 6.2 FT (1.9 M) SOUTH-SOUTHWEST OF A CARSONITE
 DR3355'WITNESS POST.
 DR3355'
 DR3355'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) (NGS)
 DR3355'LOGO CAP.
 DR3355'
 DR3355'NOTE-A MAGNET WAS PLACED INSIDE OF THE (NGS) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC1038 ***********************************************************************
 AC1038  TIDAL BM    -  This is a Tidal Bench Mark.
 AC1038  DESIGNATION -  872 3622 TIDAL 1
 AC1038  PID         -  AC1038
 AC1038  STATE/COUNTY-  FL/MONROE
 AC1038  COUNTRY     -  US
 AC1038  USGS QUAD   -  GARDEN COVE (2018)
 AC1038
 AC1038                         *CURRENT SURVEY CONTROL
 AC1038  ______________________________________________________________________
 AC1038* NAD 83(1986) POSITION- 25 10 19.97   (N) 080 21 57.99   (W)   HD_HELD1
 AC1038* NAVD 88 ORTHO HEIGHT -     1.412 (meters)        4.63  (feet) ADJUSTED
 AC1038  ______________________________________________________________________
 AC1038  GEOID HEIGHT    -        -24.581 (meters)                     GEOID18
 AC1038  DYNAMIC HEIGHT  -          1.410 (meters)        4.63  (feet) COMP
 AC1038  MODELED GRAVITY -    978,983.2   (mgal)                       NAVD 88
 AC1038
 AC1038  VERT ORDER      -  FIRST     CLASS II
 AC1038
 AC1038.The horizontal coordinates were determined by differentially corrected
 AC1038.hand held GPS observations or other comparable positioning techniques
 AC1038.and have an estimated accuracy of +/- 3 meters.
 AC1038
 AC1038.The orthometric height was determined by differential leveling and
 AC1038.adjusted by the NATIONAL GEODETIC SURVEY
 AC1038.in June 1991.
 AC1038
 AC1038.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC1038.GEOID18 height accuracy estimate available here.
 AC1038
 AC1038.This Tidal Bench Mark is designated as VM 5934
 AC1038.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC1038
 AC1038.Click photographs - Photos may exist for this station.
 AC1038
 AC1038.The dynamic height is computed by dividing the NAVD 88
 AC1038.geopotential number by the normal gravity value computed on the
 AC1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1038.degrees latitude (g = 980.6199 gals.).
 AC1038
 AC1038.The modeled gravity was interpolated from observed gravity values.
 AC1038
 AC1038;                    North         East    Units  Estimated Accuracy
 AC1038;SPC FL E     -    93,067.0     263,899.0     MT  (+/- 3 meters HH1 GPS) 
 AC1038
 AC1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH6387784167(NAD 83)
 AC1038
 AC1038                          SUPERSEDED SURVEY CONTROL
 AC1038
 AC1038  NGVD 29 (??/??/92)    1.895  (m)            6.22   (f) SUPERSEDED  1 2
 AC1038  NGVD 29 (09/01/92)    1.890  (m)            6.20   (f) ADJUSTED    1 2
 AC1038
 AC1038.Superseded values are not recommended for survey control.
 AC1038
 AC1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1038.See file dsdata.pdf to determine how the superseded data were derived.
 AC1038
 AC1038_MARKER: DB = BENCH MARK DISK
 AC1038_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC1038_SP_SET: SIDEWALK
 AC1038_STAMPING: NO.1 1935
 AC1038_MARK LOGO: CGS
 AC1038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC1038_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC1038+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2018
 AC1038
 AC1038  HISTORY     - Date     Condition        Report By
 AC1038  HISTORY     - 1935     MONUMENTED       CGS
 AC1038  HISTORY     - 1966     GOOD             CGS
 AC1038  HISTORY     - 1982     GOOD             FLDNR
 AC1038  HISTORY     - 19901229 GOOD             USPSQD
 AC1038  HISTORY     - 19940813 GOOD             USPSQD
 AC1038  HISTORY     - 20110826 GOOD             INDIV
 AC1038  HISTORY     - 20180821 GOOD             FLDEP
 AC1038
 AC1038                          STATION DESCRIPTION
 AC1038
 AC1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC1038'7.2 MI NE FROM KEY LARGO.
 AC1038'ABOUT 6.4 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 AC1038'OFFICE AT KEY LARGO, THENCE ABOUT 0.4 MILE NORTHEAST ALONG STATE
 AC1038'HIGHWAY S 905, THENCE ABOUT 0.3 MILE SOUTHEAST ALONG A GRAVELED
 AC1038'ROAD, AT GARDEN COVE, ON THE INSIDE OF A CURVE IN THE ROAD WITH
 AC1038'TANGENTS EXTENDING NORTHWEST AND SOUTHWEST, 26 FEET SOUTHWEST
 AC1038'OF THE CENTER LINE OF ROAD LEADING NORTHWEST, IN THE TOP OF THE
 AC1038'SIDEWALK AND AT THE NORTHWEST END OF A CURVE IN THE SIDEWALK, 2.9
 AC1038'FEET NORTHWEST OF THE SOUTHWEST EDGE OF THE SIDEWALK, AND ABOUT
 AC1038'1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
 AC1038
 AC1038                          STATION RECOVERY (1982)
 AC1038
 AC1038'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC1038'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 AC1038'EXCEPT THAT THE SIDEWALK IS IN DISUSE AND
 AC1038'IS OVERGROWN WITH VEGETATION.
 AC1038
 AC1038                          STATION RECOVERY (1990)
 AC1038
 AC1038'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1038'RECOVERED IN GOOD CONDITION.
 AC1038
 AC1038                          STATION RECOVERY (1994)
 AC1038
 AC1038'RECOVERY NOTE BY US POWER SQUADRON 1994
 AC1038'RECOVERED IN GOOD CONDITION.
 AC1038
 AC1038                          STATION RECOVERY (2011)
 AC1038
 AC1038'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (OM)
 AC1038'RECOVERED IN GOOD CONDITION.
 AC1038
 AC1038                          STATION RECOVERY (2018)
 AC1038
 AC1038'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC1038'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB2400 ***********************************************************************
 AB2400  DESIGNATION -  872 3644 K TIDAL
 AB2400  PID         -  AB2400
 AB2400  STATE/COUNTY-  FL/MONROE
 AB2400  COUNTRY     -  US
 AB2400  USGS QUAD   -  FLAMINGO (2018)
 AB2400
 AB2400                         *CURRENT SURVEY CONTROL
 AB2400  ______________________________________________________________________
 AB2400* NAD 83(1986) POSITION- 25 09 03.     (N) 080 55 12.     (W)   SCALED
 AB2400* NAVD 88 ORTHO HEIGHT -     0.422 (meters)        1.38  (feet) ADJUSTED
 AB2400  ______________________________________________________________________
 AB2400  GEOID HEIGHT    -        -22.952 (meters)                     GEOID18
 AB2400  DYNAMIC HEIGHT  -          0.421 (meters)        1.38  (feet) COMP
 AB2400  MODELED GRAVITY -    978,988.6   (mgal)                       NAVD 88
 AB2400
 AB2400  VERT ORDER      -  FIRST     CLASS II
 AB2400
 AB2400.The horizontal coordinates were scaled from a map and have
 AB2400.an estimated accuracy of +/- 6 seconds.
 AB2400
 AB2400.The orthometric height was determined by differential leveling and
 AB2400.adjusted by the NATIONAL GEODETIC SURVEY
 AB2400.in April 1996.
 AB2400
 AB2400.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2400.GEOID18 height accuracy estimate available here.
 AB2400
 AB2400.Click photographs - Photos may exist for this station.
 AB2400
 AB2400.The dynamic height is computed by dividing the NAVD 88
 AB2400.geopotential number by the normal gravity value computed on the
 AB2400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2400.degrees latitude (g = 980.6199 gals.).
 AB2400
 AB2400.The modeled gravity was interpolated from observed gravity values.
 AB2400
 AB2400;                    North         East    Units  Estimated Accuracy
 AB2400;SPC FL E     -    90,550.      208,070.      MT  (+/- 180 meters Scaled)
 AB2400
 AB2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH080816(NAD 83)
 AB2400
 AB2400                          SUPERSEDED SURVEY CONTROL
 AB2400
 AB2400.No superseded survey control is available for this station.
 AB2400
 AB2400_MARKER: DB = BENCH MARK DISK
 AB2400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AB2400_STAMPING: 3644 K 1982
 AB2400_MARK LOGO: NOS
 AB2400_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB2400_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB2400+SATELLITE: SATELLITE OBSERVATIONS - October 15, 1994
 AB2400
 AB2400  HISTORY     - Date     Condition        Report By
 AB2400  HISTORY     - 1982     MONUMENTED       FLDNR
 AB2400  HISTORY     - 19941015 GOOD             FLDEP
 AB2400  HISTORY     - 20091209 MARK NOT FOUND   DCPWD
 AB2400
 AB2400                          STATION DESCRIPTION
 AB2400
 AB2400'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2400'THE MARK IS ABOUT 33.2 MI (53.4 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2400'EVERGLADES NATIONAL PARK. TO REACH THE MARK FROM THE INTERSECTION OF
 AB2400'U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN FLORIDA CITY, GO
 AB2400'WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR 1.7 MI (2.7 KM)
 AB2400'TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) , TURN LEFT ON
 AB2400'TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH FOR 2.1 MI (3.4
 AB2400'KM) TO THE JUNCTION OF SW.  376 STREET (STATE ROAD 27) ON THE RIGHT,
 AB2400'TURN RIGHT ON SW. 376 STREET (STATE ROAD 27, PARK ROAD) AND GO WEST
 AB2400'FOR 5.4 MI (8.7 KM) TO THE EVERGLADES NATIONAL PARK ENTRANCE BUILDING,
 AB2400'CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64
 AB2400'KM) TO THE TURNOFF FOR LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK
 AB2400'ROAD (STATE ROAD 27) FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE
 AB2400'ROAD TO PA-HAY-OKEE LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON
 AB2400'PARK ROAD (STATE ROAD 27) FOR 7.15 MI (11.51 KM) TO THE JUNCTION OF A
 AB2400'ROAD ON THE RIGHT TO MAHOGANY HAMMOCK, CONTINUE SOUTH ON PARK ROAD
 AB2400'(STATE ROAD 27) FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF A ROAD TO
 AB2400'POURATIS POND ON THE RIGHT, CONTINUE SOUTH ON PARK ROAD (STATE ROAD
 AB2400'27) FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF A ROAD TO WEST LAKE ON THE
 AB2400'LEFT, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 3.65 MI
 AB2400'(5.87 KM) TO THE PARKING AREA FOR COOT BAY, CONTINUE SOUTHWEST ON PARK
 AB2400'ROAD (STATE ROAD 27) FOR 2.55 MI (4.10 KM) TO THE JUNCTION OF A
 AB2400'SERVICE ROAD ON THE LEFT AND THE MARK ON THE RIGHT, A STAINLESS STEEL
 AB2400'ROD DRIVEN IN THE GROUND WITH A NOS DISK ATACHED, ENCASED IN A 4-INCH
 AB2400'PVC PIPE FLUSH WITH THE GROUND, RECESSED 0.4 FT (12.2 CM) BELOW THE
 AB2400'LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF PARK
 AB2400'ROAD (STATE ROAD 27) . LOCATED 105.0 FT (32.0 M) SOUTHWEST OF A SIGN
 AB2400'FOR HOMESTEAD AND FLAMINGO MAINTENANCE YARD, 84.1 FT (25.6 M)
 AB2400'SOUTHWEST OF THE APPROXIMATE EXTENDED CENTERLINE OF THE SERVICE ROAD,
 AB2400'31.4 FT (9.6 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF PARK ROAD
 AB2400'(STATE ROAD 27) AND 2.0 FT (0.6 M) NORTHWEST OF THE EDGE OF THE
 AB2400'BRUSHLINE.
 AB2400
 AB2400                          STATION RECOVERY (2009)
 AB2400
 AB2400'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2009 (MJW)
 AB2400'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB2396 ***********************************************************************
 AB2396  DESIGNATION -  872 3644 N TIDAL
 AB2396  PID         -  AB2396
 AB2396  STATE/COUNTY-  FL/MONROE
 AB2396  COUNTRY     -  US
 AB2396  USGS QUAD   -  FLAMINGO (2018)
 AB2396
 AB2396                         *CURRENT SURVEY CONTROL
 AB2396  ______________________________________________________________________
 AB2396* NAD 83(1986) POSITION- 25 10 58.     (N) 080 53 50.     (W)   SCALED
 AB2396* NAVD 88 ORTHO HEIGHT -     0.481 (meters)        1.58  (feet) ADJUSTED
 AB2396  ______________________________________________________________________
 AB2396  GEOID HEIGHT    -        -23.072 (meters)                     GEOID18
 AB2396  DYNAMIC HEIGHT  -          0.481 (meters)        1.58  (feet) COMP
 AB2396  MODELED GRAVITY -    978,989.3   (mgal)                       NAVD 88
 AB2396
 AB2396  VERT ORDER      -  FIRST     CLASS II
 AB2396
 AB2396.The horizontal coordinates were scaled from a map and have
 AB2396.an estimated accuracy of +/- 6 seconds.
 AB2396
 AB2396.The orthometric height was determined by differential leveling and
 AB2396.adjusted by the NATIONAL GEODETIC SURVEY
 AB2396.in April 1996.
 AB2396
 AB2396.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2396.GEOID18 height accuracy estimate available here.
 AB2396
 AB2396.Click photographs - Photos may exist for this station.
 AB2396
 AB2396.The dynamic height is computed by dividing the NAVD 88
 AB2396.geopotential number by the normal gravity value computed on the
 AB2396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2396.degrees latitude (g = 980.6199 gals.).
 AB2396
 AB2396.The modeled gravity was interpolated from observed gravity values.
 AB2396
 AB2396;                    North         East    Units  Estimated Accuracy
 AB2396;SPC FL E     -    94,090.      210,360.      MT  (+/- 180 meters Scaled)
 AB2396
 AB2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH103851(NAD 83)
 AB2396
 AB2396                          SUPERSEDED SURVEY CONTROL
 AB2396
 AB2396.No superseded survey control is available for this station.
 AB2396
 AB2396_MARKER: DD = SURVEY DISK
 AB2396_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB2396_SP_SET: CULVERT HEADWALL
 AB2396_STAMPING: 3644 N BSM 1982
 AB2396_MARK LOGO: FLDNR
 AB2396_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2396+STABILITY: SURFACE MOTION
 AB2396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2396+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2009
 AB2396
 AB2396  HISTORY     - Date     Condition        Report By
 AB2396  HISTORY     - 1982     MONUMENTED       FLDNR
 AB2396  HISTORY     - 19941015 GOOD             FLDEP
 AB2396  HISTORY     - 20091209 GOOD             DCPWD
 AB2396
 AB2396                          STATION DESCRIPTION
 AB2396
 AB2396'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2396'THE MARK IS ABOUT 30.1 MI (48.4 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2396'EVERGLADES NATIONAL PARK. TO REACH THE MARK FROM THE INTERSECTION OF
 AB2396'U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN FLORIDA CITY, GO
 AB2396'WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR 1.7 MI (2.7 KM)
 AB2396'TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) , TURN LEFT ON
 AB2396'TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH FOR 2.1 MI (3.4
 AB2396'KM) TO THE JUNCTION OF SW.  376 STREET (STATE ROAD 27) ON THE RIGHT,
 AB2396'TURN RIGHT ON SW. 376 STREET (STATE ROAD 27, PARK ROAD) AND GO WEST
 AB2396'FOR 5.4 MI (8.7 KM) TO THE EVERGLADES NATIONAL PARK ENTRANCE BUILDING,
 AB2396'CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64
 AB2396'KM) TO THE TURNOFF FOR LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK
 AB2396'ROAD (STATE ROAD 27) FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE
 AB2396'ROAD TO PA-HAY-OKEE LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON
 AB2396'PARK ROAD (STATE ROAD 27) FOR 7.15 MI (11.51 KM) TO THE JUNCTION OF A
 AB2396'ROAD ON THE RIGHT TO MAHOGANY HAMMOCK, CONTINUE SOUTH ON PARK ROAD
 AB2396'(STATE ROAD 27) FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF A ROAD TO
 AB2396'POURATIS POND ON THE RIGHT, CONTINUE SOUTH ON PARK ROAD (STATE ROAD
 AB2396'27) FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF A ROAD TO WEST LAKE ON THE
 AB2396'LEFT, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 3.6 MI (5.8
 AB2396'KM) TO A PARKING AREA FOR COOT BAY AND THE MARK ON THE LEFT, SET FLUSH
 AB2396'IN THE TOP OF THE NORTHEAST END OF THE CONCRETE CULVERT, ABOUT 0.5 FT
 AB2396'(15.2 CM) BELOW THE LEVEL OF PARK ROAD (STATE ROAD 27) . LOCATED 193.3
 AB2396'FT (58.9 M) NORTHEAST OF THE NORTHWEST LEG OF A SIGN FOR COOT BAY
 AB2396'POND, 21.5 FT (6.6 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF PARK
 AB2396'ROAD (STATE ROAD 27) AND 0.6 FT (18.3 CM) SOUTHWEST OF THE NORTHEAST
 AB2396'END OF THE CONCRETE CULVERT.
 AB2396
 AB2396                          STATION RECOVERY (2009)
 AB2396
 AB2396'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2009 (MJW)
 AB2396'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB2404 ***********************************************************************
 AB2404  TIDAL BM    -  This is a Tidal Bench Mark.
 AB2404  DESIGNATION -  872 3644 TIDAL 1
 AB2404  PID         -  AB2404
 AB2404  STATE/COUNTY-  FL/MONROE
 AB2404  COUNTRY     -  US
 AB2404  USGS QUAD   -  FLAMINGO (2018)
 AB2404
 AB2404                         *CURRENT SURVEY CONTROL
 AB2404  ______________________________________________________________________
 AB2404* NAD 83(2011) POSITION- 25 08 36.88671(N) 080 55 21.97672(W)   ADJUSTED
 AB2404* NAD 83(2011) ELLIP HT-   -22.087 (meters)        (06/27/12)   ADJUSTED
 AB2404* NAD 83(2011) EPOCH   -  2010.00
 AB2404* NAVD 88 ORTHO HEIGHT -     0.849 (meters)        2.79  (feet) ADJUSTED
 AB2404  ______________________________________________________________________
 AB2404  GEOID HEIGHT    -        -22.932 (meters)                     GEOID18
 AB2404  NAD 83(2011) X  -    911,452.133 (meters)                     COMP
 AB2404  NAD 83(2011) Y  - -5,704,903.424 (meters)                     COMP
 AB2404  NAD 83(2011) Z  -  2,693,471.362 (meters)                     COMP
 AB2404  LAPLACE CORR    -         -2.74  (seconds)                    DEFLEC18
 AB2404  DYNAMIC HEIGHT  -          0.847 (meters)        2.78  (feet) COMP
 AB2404  MODELED GRAVITY -    978,988.3   (mgal)                       NAVD 88
 AB2404
 AB2404  VERT ORDER      -  FIRST     CLASS II
 AB2404
 AB2404  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AB2404  Standards:
 AB2404         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AB2404            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AB2404  -------------------------------------------------------------------
 AB2404  NETWORK    0.72   1.61           0.30   0.29   0.82     -0.05861070
 AB2404  -------------------------------------------------------------------
 AB2404  Click here for local accuracies and other accuracy information.
 AB2404
 AB2404.The horizontal coordinates were established by GPS observations
 AB2404.and adjusted by the National Geodetic Survey in June 2012.
 AB2404
 AB2404.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AB2404.been affixed to the stable North American tectonic plate. See 
 AB2404.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AB2404
 AB2404.The horizontal coordinates are valid at the epoch date displayed above
 AB2404.which is a decimal equivalence of Year/Month/Day.
 AB2404
 AB2404.The orthometric height was determined by differential leveling and
 AB2404.adjusted by the NATIONAL GEODETIC SURVEY
 AB2404.in April 1996.
 AB2404
 AB2404.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2404.GEOID18 height accuracy estimate available here.
 AB2404
 AB2404.This Tidal Bench Mark is designated as VM 5940
 AB2404.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AB2404
 AB2404.Click photographs - Photos may exist for this station.
 AB2404
 AB2404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AB2404
 AB2404.The Laplace correction was computed from DEFLEC18 derived deflections.
 AB2404
 AB2404.The ellipsoidal height was determined by GPS observations
 AB2404.and is referenced to NAD 83.
 AB2404
 AB2404.The dynamic height is computed by dividing the NAVD 88
 AB2404.geopotential number by the normal gravity value computed on the
 AB2404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2404.degrees latitude (g = 980.6199 gals.).
 AB2404
 AB2404.The modeled gravity was interpolated from observed gravity values.
 AB2404
 AB2404. The following values were computed from the NAD 83(2011) position.
 AB2404
 AB2404;                    North         East     Units Scale Factor Converg.
 AB2404;SPC FL E     -    89,747.139   207,786.702   MT  0.99994192   +0 01 58.1
 AB2404;SPC FL E     -   294,445.41    681,713.54   sFT  0.99994192   +0 01 58.1
 AB2404;UTM  17      - 2,780,848.499   507,784.045   MT  0.99960075   +0 01 58.1
 AB2404
 AB2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AB2404!SPC FL E     -   1.00000347  x   0.99994192  =   0.99994539
 AB2404!UTM  17      -   1.00000347  x   0.99960075  =   0.99960422
 AB2404
 AB2404:                Primary Azimuth Mark                     Grid Az
 AB2404:SPC FL E     -  3803 FCE                                 002 20 20.7
 AB2404:UTM  17      -  3803 FCE                                 002 20 20.7
 AB2404
 AB2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0778480848(NAD 83)
 AB2404
 AB2404|---------------------------------------------------------------------|
 AB2404| PID    Reference Object                     Distance      Geod. Az  |
 AB2404|                                                           dddmmss.s |
 AB2404| AB2402 3803 FCE                            APPROX. 0.6 KM 0022218.8 |
 AB2404|---------------------------------------------------------------------|
 AB2404
 AB2404                          SUPERSEDED SURVEY CONTROL
 AB2404
 AB2404  NAD 83(2007)-  25 08 36.88685(N)    080 55 21.97739(W) AD(2002.00) 0
 AB2404  ELLIP H (02/10/07)  -22.072  (m)                       GP(2002.00)    
 AB2404  NAD 83(1999)-  25 08 36.88686(N)    080 55 21.97733(W) AD(       ) A
 AB2404  ELLIP H (12/09/02)  -22.074  (m)                       GP(       ) 4 1
 AB2404  NAVD 88               0.85   (m)            2.8    (f) LEVELING    3  
 AB2404
 AB2404.Superseded values are not recommended for survey control.
 AB2404
 AB2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AB2404.See file dsdata.pdf to determine how the superseded data were derived.
 AB2404
 AB2404_MARKER: DB = BENCH MARK DISK
 AB2404_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB2404_SP_SET: SEAWALL
 AB2404_STAMPING: NO 1 1964
 AB2404_MARK LOGO: CGS
 AB2404_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2404+STABILITY: SURFACE MOTION
 AB2404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2404+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2019
 AB2404
 AB2404  HISTORY     - Date     Condition        Report By
 AB2404  HISTORY     - 1964     MONUMENTED       CGS
 AB2404  HISTORY     - 19941022 GOOD             FLDEP
 AB2404  HISTORY     - 20020301 GOOD             MAPTEC
 AB2404  HISTORY     - 20020524 GOOD             MAPTEC
 AB2404  HISTORY     - 20040513 GOOD             INHURC
 AB2404  HISTORY     - 20091209 GOOD             DCPWD
 AB2404  HISTORY     - 20120614 GOOD             INDIV
 AB2404  HISTORY     - 20140225 GOOD             INDIV
 AB2404  HISTORY     - 20190212 GOOD             INDIV
 AB2404
 AB2404                          STATION DESCRIPTION
 AB2404
 AB2404'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2404'THE MARK IS ABOUT 33.5 MI (53.9 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2404'EVERGLADES NATIONAL PARK. TO REACH THE MARK FROM THE INTERSECTION OF
 AB2404'U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN FLORIDA CITY, GO
 AB2404'WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR 1.7 MI (2.7 KM)
 AB2404'TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) , TURN LEFT ON
 AB2404'TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH FOR 2.1 MI (3.4
 AB2404'KM) TO THE JUNCTION OF SW.  376 STREET (STATE ROAD 27) ON THE RIGHT,
 AB2404'TURN RIGHT ON SW. 376 STREET (STATE ROAD 27, PARK ROAD) AND GO WEST
 AB2404'FOR 5.4 MI (8.7 KM) TO THE EVERGLADES NATIONAL PARK ENTRANCE BUILDING,
 AB2404'CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64
 AB2404'KM) TO THE TURNOFF FOR LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK
 AB2404'ROAD (STATE ROAD 27) FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE
 AB2404'ROAD TO PA-HAY-OKEE LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON
 AB2404'PARK ROAD (STATE ROAD 27) FOR 7.15 MI (11.51 KM) TO THE JUNCTION OF A
 AB2404'ROAD ON THE RIGHT TO MAHOGANY HAMMOCK, CONTINUE SOUTH ON PARK ROAD
 AB2404'(STATE ROAD 27) FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF A ROAD TO
 AB2404'POURATIS POND ON THE RIGHT, CONTINUE SOUTH ON PARK ROAD (STATE ROAD
 AB2404'27) FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF A ROAD TO WEST LAKE ON THE
 AB2404'LEFT, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 3.65 MI
 AB2404'(5.87 KM) TO THE PARKING AREA FOR COOT BAY, CONTINUE SOUTHWEST ON PARK
 AB2404'ROAD (STATE ROAD 27) FOR 2.75 MI (4.43 KM) TO THE BRIDGE OVER
 AB2404'BUTTONWOOD CANAL, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR
 AB2404'0.35 MI (0.56 KM) TO THE JUNCTION OF A PAVED ROAD ON THE LEFT, TURN
 AB2404'LEFT ON THE PAVED ROAD AND GO EAST FOR 0.05 MI (0.08 KM) TO THE
 AB2404'JUNCTION OF A PAVED ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED ROAD
 AB2404'AND GO SOUTH FOR 0.05 MI (0.08 KM) TO THE FIRST PAVED ROAD ON THE
 AB2404'LEFT, TURN LEFT ON THE PAVED ROAD AND GO EAST FOR 0.05 MI (0.08 KM) TO
 AB2404'THE MARK ON THE RIGHT, SET FLUSH IN A 11.0 FT (3.4 M) X 8.0 FT (2.4 M)
 AB2404'CONCRETE PAD WHICH IS ATTACHED TO THE SEAWALL AND LEVEL WITH THE PAVED
 AB2404'ROAD. LOCATED 79.2 FT (24.1 M) WEST OF THE SOUTHEAST CORNER OF THE
 AB2404'NORTH BOAT BASIN, 56.0 FT (17.1 M) WEST OF THE SOUTHWEST CORNER OF THE
 AB2404'HOUSEBOAT RENTAL BUILDING AND 9.5 FT (2.9 M) NORTH OF THE SOUTH EDGE
 AB2404'OF THE CONCRETE SEAWALL.
 AB2404
 AB2404                          STATION RECOVERY (2002)
 AB2404
 AB2404'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AB2404'RECOVERED AS DESCRIBED
 AB2404
 AB2404                          STATION RECOVERY (2002)
 AB2404
 AB2404'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AB2404'RECOVERED AS DESCRIBED.
 AB2404
 AB2404                          STATION RECOVERY (2004)
 AB2404
 AB2404'RECOVERY NOTE BY INTERNATIONAL HURRICANE CENTER 2004 (WRV)
 AB2404'RECOVERED IN GOOD CONDITION.
 AB2404
 AB2404                          STATION RECOVERY (2009)
 AB2404
 AB2404'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2009 (MJW)
 AB2404'RECOVERED IN GOOD CONDITION.
 AB2404
 AB2404                          STATION RECOVERY (2012)
 AB2404
 AB2404'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (SU)
 AB2404'RECOVERED AS DESCRIBED
 AB2404
 AB2404                          STATION RECOVERY (2014)
 AB2404
 AB2404'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JKG)
 AB2404'RECOVERED IN GOOD CONDITION.
 AB2404
 AB2404                          STATION RECOVERY (2019)
 AB2404
 AB2404'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (NA)
 AB2404'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AB2410 ***********************************************************************
 AB2410  TIDAL BM    -  This is a Tidal Bench Mark.
 AB2410  DESIGNATION -  872 3644 TIDAL 2
 AB2410  PID         -  AB2410
 AB2410  STATE/COUNTY-  FL/MONROE
 AB2410  COUNTRY     -  US
 AB2410  USGS QUAD   -  FLAMINGO (2018)
 AB2410
 AB2410                         *CURRENT SURVEY CONTROL
 AB2410  ______________________________________________________________________
 AB2410* NAD 83(1986) POSITION- 25 08 29.33   (N) 080 55 27.74   (W)   HD_HELD1
 AB2410* NAVD 88 ORTHO HEIGHT -     1.399 (meters)        4.59  (feet) ADJUSTED
 AB2410  ______________________________________________________________________
 AB2410  GEOID HEIGHT    -        -22.925 (meters)                     GEOID18
 AB2410  DYNAMIC HEIGHT  -          1.396 (meters)        4.58  (feet) COMP
 AB2410  MODELED GRAVITY -    978,988.2   (mgal)                       NAVD 88
 AB2410
 AB2410  VERT ORDER      -  FIRST     CLASS II
 AB2410
 AB2410.The horizontal coordinates were determined by differentially corrected
 AB2410.hand held GPS observations or other comparable positioning techniques
 AB2410.and have an estimated accuracy of +/- 3 meters.
 AB2410
 AB2410.The orthometric height was determined by differential leveling and
 AB2410.adjusted by the NATIONAL GEODETIC SURVEY
 AB2410.in April 1996.
 AB2410
 AB2410.Significant digits in the geoid height do not necessarily reflect accuracy.
 AB2410.GEOID18 height accuracy estimate available here.
 AB2410
 AB2410.This Tidal Bench Mark is designated as VM 5941
 AB2410.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AB2410
 AB2410.Click photographs - Photos may exist for this station.
 AB2410
 AB2410.The dynamic height is computed by dividing the NAVD 88
 AB2410.geopotential number by the normal gravity value computed on the
 AB2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB2410.degrees latitude (g = 980.6199 gals.).
 AB2410
 AB2410.The modeled gravity was interpolated from observed gravity values.
 AB2410
 AB2410;                    North         East    Units  Estimated Accuracy
 AB2410;SPC FL E     -    89,514.5     207,625.4     MT  (+/- 3 meters HH1 GPS) 
 AB2410
 AB2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0762280615(NAD 83)
 AB2410
 AB2410                          SUPERSEDED SURVEY CONTROL
 AB2410
 AB2410.No superseded survey control is available for this station.
 AB2410
 AB2410_MARKER: DB = BENCH MARK DISK
 AB2410_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB2410+WITH SETTING: PAVEMENT
 AB2410_SP_SET: FLAGPOLE BASE
 AB2410_STAMPING: NO. 2 1964
 AB2410_MARK LOGO: CGS
 AB2410_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB2410+STABILITY: SURFACE MOTION
 AB2410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB2410+SATELLITE: SATELLITE OBSERVATIONS - October 22, 1994
 AB2410
 AB2410  HISTORY     - Date     Condition        Report By
 AB2410  HISTORY     - 1964     MONUMENTED       CGS
 AB2410  HISTORY     - 19941022 GOOD             FLDEP
 AB2410  HISTORY     - 20091209 GOOD             DCPWD
 AB2410  HISTORY     - 20140225 GOOD             INDIV
 AB2410  HISTORY     - 20151021 GOOD             GEOCAC
 AB2410
 AB2410                          STATION DESCRIPTION
 AB2410
 AB2410'DESCRIBED BY FL DEPT OF ENV PRO 1994 (LGB)
 AB2410'THE MARK IS ABOUT 33.5 MI (53.9 KM) SOUTHWEST OF FLORIDA CITY IN THE
 AB2410'EVERGLADES NATIONAL PARK. TO REACH THE MARK FROM THE INTERSECTION OF
 AB2410'U.S.  HIGHWAY 1 AND PALM DRIVE (SW.  3 STREET) IN FLORIDA CITY, GO
 AB2410'WEST ON PALM DRIVE (STATE ROAD 27, SW.  3 STREET) FOR 1.7 MI (2.7 KM)
 AB2410'TO THE INTERSECTION OF TOWER ROAD (SW.  192 AVENUE) , TURN LEFT ON
 AB2410'TOWER ROAD (STATE ROAD 27, SW 192 AVENUE) AND GO SOUTH FOR 2.1 MI (3.4
 AB2410'KM) TO THE JUNCTION OF SW.  376 STREET (STATE ROAD 27) ON THE RIGHT,
 AB2410'TURN RIGHT ON SW. 376 STREET (STATE ROAD 27, PARK ROAD) AND GO WEST
 AB2410'FOR 5.4 MI (8.7 KM) TO THE EVERGLADES NATIONAL PARK ENTRANCE BUILDING,
 AB2410'CONTINUE WEST-NORTHWEST ON PARK ROAD (STATE ROAD 27) FOR 4.75 MI (7.64
 AB2410'KM) TO THE TURNOFF FOR LONG PINE KEY, CONTINUE WEST-NORTHWEST ON PARK
 AB2410'ROAD (STATE ROAD 27) FOR 8.45 MI (13.60 KM) TO THE JUNCTION OF THE
 AB2410'ROAD TO PA-HAY-OKEE LOOKOUT TOWER ON THE RIGHT, CONTINUE SOUTHWEST ON
 AB2410'PARK ROAD (STATE ROAD 27) FOR 7.15 MI (11.51 KM) TO THE JUNCTION OF A
 AB2410'ROAD ON THE RIGHT TO MAHOGANY HAMMOCK, CONTINUE SOUTH ON PARK ROAD
 AB2410'(STATE ROAD 27) FOR 4.5 MI (7.2 KM) TO THE JUNCTION OF A ROAD TO
 AB2410'POURATIS POND ON THE RIGHT, CONTINUE SOUTH ON PARK ROAD (STATE ROAD
 AB2410'27) FOR 6.5 MI (10.5 KM) TO THE JUNCTION OF A ROAD TO WEST LAKE ON THE
 AB2410'LEFT, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR 3.65 MI
 AB2410'(5.87 KM) TO THE PARKING AREA FOR COOT BAY, CONTINUE SOUTHWEST ON PARK
 AB2410'ROAD (STATE ROAD 27) FOR 2.75 MI (4.43 KM) TO THE BRIDGE OVER
 AB2410'BUTTONWOOD CANAL, CONTINUE SOUTHWEST ON PARK ROAD (STATE ROAD 27) FOR
 AB2410'0.6 MI (1.0 KM) TO THE JUNCTION OF A PAVED ROAD ON THE LEFT (TO
 AB2410'FLAMINGO VISITOR CENTER) , TURN LEFT ON THE PAVED ROAD AND GO
 AB2410'SOUTHEAST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT, SET FLUSH IN A
 AB2410'5.0 FT (1.5 M) DIAMETER CONCRETE BASE FOR A FLAG POLE. LOCATED 137.7
 AB2410'FT (42.0 M) WEST OF THE VISITOR CENTER SIGN, 94.2 FT (28.7 M)
 AB2410'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE NORTHERNMOST ROAD TO
 AB2410'THE VISITOR CENTER AND 90.5 FT (27.6 M) NORTHEAST OF THE APPROXIMATE
 AB2410'CENTERLINE OF THE SOUTHERNMOST ROAD TO THE VISITOR CENTER.
 AB2410
 AB2410                          STATION RECOVERY (2009)
 AB2410
 AB2410'RECOVERY NOTE BY DADE COUNTY PUBLIC WORKS DEPARTMENT 2009 (MJW)
 AB2410'RECOVERED IN GOOD CONDITION.
 AB2410
 AB2410                          STATION RECOVERY (2014)
 AB2410
 AB2410'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JKG)
 AB2410'RECOVERED IN GOOD CONDITION.
 AB2410
 AB2410                          STATION RECOVERY (2015)
 AB2410
 AB2410'RECOVERY NOTE BY GEOCACHING 2015 (KEN)
 AB2410'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3358 ***********************************************************************
 DR3358  DESIGNATION -  872 3646 A
 DR3358  PID         -  DR3358
 DR3358  STATE/COUNTY-  FL/MONROE
 DR3358  COUNTRY     -  US
 DR3358  USGS QUAD   -  BLACKWATER SOUND (2018)
 DR3358
 DR3358                         *CURRENT SURVEY CONTROL
 DR3358  ______________________________________________________________________
 DR3358* NAD 83(1986) POSITION- 25 08 59.07   (N) 080 23 31.92   (W)   HD_HELD1
 DR3358* NAVD 88 ORTHO HEIGHT -     3.457 (meters)       11.34  (feet) ADJUSTED
 DR3358  ______________________________________________________________________
 DR3358  GEOID HEIGHT    -        -24.468 (meters)                     GEOID18
 DR3358  DYNAMIC HEIGHT  -          3.451 (meters)       11.32  (feet) COMP
 DR3358  MODELED GRAVITY -    978,981.8   (mgal)                       NAVD 88
 DR3358
 DR3358  VERT ORDER      -  FIRST     CLASS II
 DR3358
 DR3358.The horizontal coordinates were determined by differentially corrected
 DR3358.hand held GPS observations or other comparable positioning techniques
 DR3358.and have an estimated accuracy of +/- 3 meters.
 DR3358
 DR3358.The orthometric height was determined by differential leveling and
 DR3358.adjusted by the NATIONAL GEODETIC SURVEY
 DR3358.in April 2020.
 DR3358
 DR3358.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3358.GEOID18 height accuracy estimate available here.
 DR3358
 DR3358.Click photographs - Photos may exist for this station.
 DR3358
 DR3358.The dynamic height is computed by dividing the NAVD 88
 DR3358.geopotential number by the normal gravity value computed on the
 DR3358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3358.degrees latitude (g = 980.6199 gals.).
 DR3358
 DR3358.The modeled gravity was interpolated from observed gravity values.
 DR3358
 DR3358;                    North         East    Units  Estimated Accuracy
 DR3358;SPC FL E     -    90,565.6     261,280.0     MT  (+/- 3 meters HH1 GPS) 
 DR3358
 DR3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH6125981666(NAD 83)
 DR3358
 DR3358                          SUPERSEDED SURVEY CONTROL
 DR3358
 DR3358.No superseded survey control is available for this station.
 DR3358
 DR3358_MARKER: F = FLANGE-ENCASED ROD
 DR3358_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR3358+WITH SETTING: INFORMATION.
 DR3358_STAMPING: 3646 A 2018
 DR3358_MARK LOGO: NGS
 DR3358_PROJECTION: RECESSED 5 CENTIMETERS
 DR3358_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3358+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2018
 DR3358_ROD/PIPE-DEPTH: 2.0 meters
 DR3358
 DR3358  HISTORY     - Date     Condition        Report By
 DR3358  HISTORY     - 20180823 MONUMENTED       FLDEP
 DR3358
 DR3358                          STATION DESCRIPTION
 DR3358
 DR3358'DESCRIBED BY FL DEPT OF ENV PRO 2018 (MAH)
 DR3358'THE MARK IS ABOUT 12.3 MI (19.8 KM) NORTHEAST OF TAVERNIER, 6.6 MI
 DR3358'(10.6 KM) NORTHEAST OF ROCK HARBOR, 2.2 MI (3.5 KM) SOUTHWEST OF
 DR3358'GARDEN COVE, IN ESTIMATED SECTION 12, TOWNSHIP 61 SOUTH, RANGE 39
 DR3358'EAST.
 DR3358'
 DR3358'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF U.S. HIGHWAY
 DR3358'1 (OVERSEAS HIGHWAY) AND SANCTUARY DRIVE IN KEY LARGO, GO NORTHEAST ON
 DR3358'U.S. HIGHWAY 1 (OVERSEAS HIGHWAY) FOR 4.4 MI (7.1 KM) TO THE JUNCTION
 DR3358'OF ESTHER STREET ON THE RIGHT, ROWELLS WATERFRONT PARK ON THE LEFT AND
 DR3358'THE MARK IN THE GRASS MEDIAN, A STAINLESS STEEL ROD DRIVEN TO REFUSAL
 DR3358'TO A DEPTH OF 6.6 FT (2.0 M) WITH AN (NGS) LOGO CAP RECESSED 0.2 FT (6
 DR3358'CM) BELOW THE LEVEL OF THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL
 DR3358'OF U.S. HIGHWAY 1 (OVERSEAS HIGHWAY), THE DATUM POINT IS RECESSED 0.3
 DR3358'FT (9 CM) BELOW THE LEVEL OF THE (NGS) LOGO CAP.
 DR3358'
 DR3358'LOCATED 122.3 FT (37.3 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DR3358'SIGN FOR ROWELLS WATERFRONT PARK, 36.4 FT (11.1 M) NORTHWEST OF THE
 DR3358'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 1 (OVERSEAS HIGHWAY) NORTHBOUND
 DR3358'LANES, 45.7 FT (13.9 M) SOUTHWEST OF THE EXTENDED CENTERLINE OF ESTHER
 DR3358'STREET, 29.5 FT (9.0 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DR3358'U.S. HIGHWAY 1 (OVERSEAS HIGHWAY) SOUTHBOUND LANES AND 8.1 FT (2.5 M)
 DR3358'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
 DR3358'
 DR3358'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) (NGS)
 DR3358'LOGO CAP.
 DR3358'
 DR3358'NOTE-A MAGNET WAS PLACED INSIDE OF THE (NGS) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3289 ***********************************************************************
 AC3289  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3289  DESIGNATION -  872 3646 TIDAL 1
 AC3289  PID         -  AC3289
 AC3289  STATE/COUNTY-  FL/MONROE
 AC3289  COUNTRY     -  US
 AC3289  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC3289
 AC3289                         *CURRENT SURVEY CONTROL
 AC3289  ______________________________________________________________________
 AC3289* NAD 83(1986) POSITION- 25 08 39.     (N) 080 23 56.     (W)   SCALED
 AC3289* NAVD 88 ORTHO HEIGHT -     0.732 (meters)        2.40  (feet) ADJUSTED
 AC3289  ______________________________________________________________________
 AC3289  GEOID HEIGHT    -        -24.439 (meters)                     GEOID18
 AC3289  DYNAMIC HEIGHT  -          0.730 (meters)        2.40  (feet) COMP
 AC3289  MODELED GRAVITY -    978,981.3   (mgal)                       NAVD 88
 AC3289
 AC3289  VERT ORDER      -  SECOND    CLASS I
 AC3289
 AC3289.The horizontal coordinates were scaled from a map and have
 AC3289.an estimated accuracy of +/- 6 seconds.
 AC3289
 AC3289.The orthometric height was determined by differential leveling and
 AC3289.adjusted by the NATIONAL GEODETIC SURVEY
 AC3289.in June 1991.
 AC3289
 AC3289.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3289.GEOID18 height accuracy estimate available here.
 AC3289
 AC3289.This Tidal Bench Mark is designated as VM 5944
 AC3289.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3289
 AC3289.Click photographs - Photos may exist for this station.
 AC3289
 AC3289.The dynamic height is computed by dividing the NAVD 88
 AC3289.geopotential number by the normal gravity value computed on the
 AC3289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3289.degrees latitude (g = 980.6199 gals.).
 AC3289
 AC3289.The modeled gravity was interpolated from observed gravity values.
 AC3289
 AC3289;                    North         East    Units  Estimated Accuracy
 AC3289;SPC FL E     -    89,950.      260,610.      MT  (+/- 180 meters Scaled)
 AC3289
 AC3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH605810(NAD 83)
 AC3289
 AC3289                          SUPERSEDED SURVEY CONTROL
 AC3289
 AC3289  NGVD 29 (09/01/92)    1.209  (m)            3.97   (f) ADJUSTED    2 1
 AC3289
 AC3289.Superseded values are not recommended for survey control.
 AC3289
 AC3289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3289.See file dsdata.pdf to determine how the superseded data were derived.
 AC3289
 AC3289_MARKER: DJ = TIDAL STATION DISK
 AC3289_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3289_SP_SET: BULKHEAD
 AC3289_STAMPING: NO 1 1974
 AC3289_MARK LOGO: NOS
 AC3289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3289+STABILITY: SURFACE MOTION
 AC3289
 AC3289  HISTORY     - Date     Condition        Report By
 AC3289  HISTORY     - 1974     MONUMENTED       NOS
 AC3289  HISTORY     - 1982     GOOD             FLDNR
 AC3289  HISTORY     - 20150223 MARK NOT FOUND   PROFLN
 AC3289  HISTORY     - 20180822 MARK NOT FOUND   FLDEP
 AC3289
 AC3289                          STATION DESCRIPTION
 AC3289
 AC3289'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3289'4.0 MI NORTH FROM KEY LARGO.
 AC3289'BEGIN AT THE U.S. POST OFFICE IN KEY LARGO, GO 4.0 MILES NORTH ON U.S.
 AC3289'HIGHWAY 1 TO THE DEEP SIX MARINA AND THE MARK.  THE MARK IS SET FLUSH
 AC3289'WITH THE BULKHEAD AT THE NORTHWEST CORNER NEAR THE ENTRANCE CANAL TO
 AC3289'THE MARINA, 46.9 FEET NORTHEAST OF A BEND IN THE BULKHEAD.
 AC3289
 AC3289                          STATION RECOVERY (2015)
 AC3289
 AC3289'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 AC3289'NOT RECOVERED BUT NOT REALLY SEARCHED FOR EITHER.  HARD TO TELL JUST
 AC3289'WHERE THE LOCATION IS FROM THE DESCRIPTION.  THE ORIGINAL SCALED
 AC3289'POSITION WAS TOO FAR SOUTH AND WEST AND WAS CORRECTED TO THE NEAREST
 AC3289'SECOND BASED ON RECOVERING TIDAL 5, SKETCH OF THE BENCH MARK LAYOUT BY
 AC3289'MAX ETHRIDGE, NOAA IN 1976 AND PRESENT-DAY GOOGLE EARTH IMAGE.
 AC3289'
 AC3289'TO REACH THE GENERAL AREA.  TURN OFF SOUTH-BOUND ROUTE 1 AT MILE
 AC3289'MARKER 104.0 FOR THE MARINA CLUB AND INQUIRE AT THE MARINA OFFICE.
 AC3289'THIS MARK IS SHOWN ON THE SKETCH AT THE NORTHWEST CORNER OF THE YACHT
 AC3289'BASIN, ACROSS FROM THE TWO RESTAURANTS AND TIDAL 5.
 AC3289'
 AC3289'FROM GOOGLE EARTH TODAY VS THE 1976 SKETCH, IT LOOKS LIKE THE WEST
 AC3289'SIDE OF THE YACHT BASIN MAY HAVE BEEN REVISED, LENGHTHENED.
 AC3289'
 AC3289'THE 1976 DESCRIPTION BY THE NOS TIDAL PARTY ADDS THE DIMENSION 1.0 FT
 AC3289'(0.3 M) FROM THE NORTH END OF THE SEAWALL TO THE 1982 FLDNR
 AC3289'DESCRIPTION.
 AC3289
 AC3289                          STATION RECOVERY (2018)
 AC3289
 AC3289'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3289'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3288 ***********************************************************************
 AC3288  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3288  DESIGNATION -  872 3646 TIDAL 2
 AC3288  PID         -  AC3288
 AC3288  STATE/COUNTY-  FL/MONROE
 AC3288  COUNTRY     -  US
 AC3288  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC3288
 AC3288                         *CURRENT SURVEY CONTROL
 AC3288  ______________________________________________________________________
 AC3288* NAD 83(1986) POSITION- 25 08 36.     (N) 080 23 56.     (W)   SCALED
 AC3288* NAVD 88 ORTHO HEIGHT -     0.765 (meters)        2.51  (feet) ADJUSTED
 AC3288  ______________________________________________________________________
 AC3288  GEOID HEIGHT    -        -24.438 (meters)                     GEOID18
 AC3288  DYNAMIC HEIGHT  -          0.764 (meters)        2.51  (feet) COMP
 AC3288  MODELED GRAVITY -    978,981.3   (mgal)                       NAVD 88
 AC3288
 AC3288  VERT ORDER      -  SECOND    CLASS I
 AC3288
 AC3288.The horizontal coordinates were scaled from a map and have
 AC3288.an estimated accuracy of +/- 6 seconds.
 AC3288
 AC3288.The orthometric height was determined by differential leveling and
 AC3288.adjusted by the NATIONAL GEODETIC SURVEY
 AC3288.in June 1991.
 AC3288
 AC3288.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3288.GEOID18 height accuracy estimate available here.
 AC3288
 AC3288.This Tidal Bench Mark is designated as VM 5945
 AC3288.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3288
 AC3288.Click photographs - Photos may exist for this station.
 AC3288
 AC3288.The dynamic height is computed by dividing the NAVD 88
 AC3288.geopotential number by the normal gravity value computed on the
 AC3288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3288.degrees latitude (g = 980.6199 gals.).
 AC3288
 AC3288.The modeled gravity was interpolated from observed gravity values.
 AC3288
 AC3288;                    North         East    Units  Estimated Accuracy
 AC3288;SPC FL E     -    89,850.      260,610.      MT  (+/- 180 meters Scaled)
 AC3288
 AC3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH605809(NAD 83)
 AC3288
 AC3288                          SUPERSEDED SURVEY CONTROL
 AC3288
 AC3288  NGVD 29 (09/01/92)    1.242  (m)            4.07   (f) ADJUSTED    2 1
 AC3288
 AC3288.Superseded values are not recommended for survey control.
 AC3288
 AC3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3288.See file dsdata.pdf to determine how the superseded data were derived.
 AC3288
 AC3288_MARKER: DJ = TIDAL STATION DISK
 AC3288_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3288_SP_SET: BULKHEAD
 AC3288_STAMPING: NO 2 1974
 AC3288_MARK LOGO: NOS
 AC3288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3288+STABILITY: SURFACE MOTION
 AC3288
 AC3288  HISTORY     - Date     Condition        Report By
 AC3288  HISTORY     - 1974     MONUMENTED       NOS
 AC3288  HISTORY     - 1982     GOOD             FLDNR
 AC3288  HISTORY     - 20150224 MARK NOT FOUND   PROFLN
 AC3288  HISTORY     - 20180822 MARK NOT FOUND   FLDEP
 AC3288
 AC3288                          STATION DESCRIPTION
 AC3288
 AC3288'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3288'4.0 MI NORTH FROM KEY LARGO.
 AC3288'BEGIN AT THE U.S. POST OFFICE IN KEY LARGO, GO 4.0 MILES NORTH ON U.S.
 AC3288'HIGHWAY 1 TO THE DEEP SIX MARINA AND THE MARK.  THE MARK IS SET FLUSH
 AC3288'IN THE TOP OF THE BULKHEAD AT THE SOUTHWEST CORNER OF MARINA, 30.2
 AC3288'FEET SOUTHEAST OF A LIGHT POLE, 0.5 FOOT WEST OF THE EAST EDGE OF THE
 AC3288'BULKHEAD.
 AC3288
 AC3288                          STATION RECOVERY (2015)
 AC3288
 AC3288'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 AC3288'NOT RECOVERED BUT NOT REALLY SEARCHED FOR EITHER.  HARD TO TELL JUST
 AC3288'WHERE THE LOCATION IS FROM THE DESCRIPTION.  THE ORIGINAL SCALED
 AC3288'POSITION WAS TOO FAR SOUTH AND WEST AND WAS CORRECTED TO THE NEAREST
 AC3288'SECOND BASED ON RECOVERING TIDAL 5, SKETCH OF THE BENCH MARK LAYOUT BY
 AC3288'MAX ETHRIDGE, NOAA IN 1976 AND PRESENT-DAY GOOGLE EARTH IMAGE.  THIS
 AC3288'MARK IS SHOWN ON THE SKETCH AT THE SOUTHWEST CORNER OF THE YACHT
 AC3288'BASIN, ACROSS FROM THE MARINA OFFICE.
 AC3288'
 AC3288'THE MARK MAY BE UNDER A WOODEN WALKWAY THAT COVERS THE CEMENT, IN
 AC3288'WHICH CASE A CAREFUL SEARCH UNDER THE DUCK BOARDS MAY REVEAL THE MARK
 AC3288'AND THE PROPERTY OWNER MAY AGREE TO A LITTLE ACCESS TRAP DOOR
 AC3288'CARPENTERED INTO THE BOARDS SO NOBODY TRIPS ON IT.
 AC3288'
 AC3288'TO REACH THE GENERAL AREA.  TURN OFF SOUTH-BOUND ROUTE 1 AT MILE
 AC3288'MARKER 104.0 FOR THE MARINA CLUB AND INQUIRE AT THE MARINA OFFICE.
 AC3288
 AC3288                          STATION RECOVERY (2018)
 AC3288
 AC3288'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3288'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3290 ***********************************************************************
 AC3290  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3290  DESIGNATION -  872 3646 TIDAL 3
 AC3290  PID         -  AC3290
 AC3290  STATE/COUNTY-  FL/MONROE
 AC3290  COUNTRY     -  US
 AC3290  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC3290
 AC3290                         *CURRENT SURVEY CONTROL
 AC3290  ______________________________________________________________________
 AC3290* NAD 83(1986) POSITION- 25 08 35.     (N) 080 23 56.     (W)   SCALED
 AC3290* NAVD 88 ORTHO HEIGHT -     3.015 (meters)        9.89  (feet) ADJUSTED
 AC3290  ______________________________________________________________________
 AC3290  GEOID HEIGHT    -        -24.437 (meters)                     GEOID18
 AC3290  DYNAMIC HEIGHT  -          3.010 (meters)        9.88  (feet) COMP
 AC3290  MODELED GRAVITY -    978,981.3   (mgal)                       NAVD 88
 AC3290
 AC3290  VERT ORDER      -  SECOND    CLASS I
 AC3290
 AC3290.The horizontal coordinates were scaled from a map and have
 AC3290.an estimated accuracy of +/- 6 seconds.
 AC3290
 AC3290.The orthometric height was determined by differential leveling and
 AC3290.adjusted by the NATIONAL GEODETIC SURVEY
 AC3290.in June 1991.
 AC3290
 AC3290.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3290.GEOID18 height accuracy estimate available here.
 AC3290
 AC3290.This Tidal Bench Mark is designated as VM 5946
 AC3290.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3290
 AC3290.Click photographs - Photos may exist for this station.
 AC3290
 AC3290.The dynamic height is computed by dividing the NAVD 88
 AC3290.geopotential number by the normal gravity value computed on the
 AC3290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3290.degrees latitude (g = 980.6199 gals.).
 AC3290
 AC3290.The modeled gravity was interpolated from observed gravity values.
 AC3290
 AC3290;                    North         East    Units  Estimated Accuracy
 AC3290;SPC FL E     -    89,820.      260,610.      MT  (+/- 180 meters Scaled)
 AC3290
 AC3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH605809(NAD 83)
 AC3290
 AC3290                          SUPERSEDED SURVEY CONTROL
 AC3290
 AC3290  NGVD 29 (09/01/92)    3.493  (m)           11.46   (f) ADJUSTED    2 1
 AC3290
 AC3290.Superseded values are not recommended for survey control.
 AC3290
 AC3290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3290.See file dsdata.pdf to determine how the superseded data were derived.
 AC3290
 AC3290_MARKER: DJ = TIDAL STATION DISK
 AC3290_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3290_SP_SET: DOORWAY FOOTING
 AC3290_STAMPING: NO 3 1974
 AC3290_MARK LOGO: NOS
 AC3290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3290+STABILITY: SURFACE MOTION
 AC3290
 AC3290  HISTORY     - Date     Condition        Report By
 AC3290  HISTORY     - 1974     MONUMENTED       NOS
 AC3290  HISTORY     - 1982     GOOD             FLDNR
 AC3290  HISTORY     - 20150224 MARK NOT FOUND   PROFLN
 AC3290  HISTORY     - 20180822 MARK NOT FOUND   FLDEP
 AC3290
 AC3290                          STATION DESCRIPTION
 AC3290
 AC3290'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3290'4.0 MI NORTH FROM KEY LARGO.
 AC3290'BEGIN AT THE U.S. POST OFFICE IN KEY LARGO, GO 4.0 MILES NORTH ON U.S.
 AC3290'HIGHWAY 1 TO THE DEEP SIX MARINA AND THE MARK. THE MARK IS SET FLUSH
 AC3290'IN THE CONCRETE FOOTING ON THE EAST EDGE OF THE DOUBLE DOOR FOR THE
 AC3290'MARINA BOAT STORAGE BUILDING, 31.5 FEET WEST OF THE NORTHEAST CORNER
 AC3290'OF THE BUILDING.
 AC3290
 AC3290                          STATION RECOVERY (2015)
 AC3290
 AC3290'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 AC3290'THIS MARK SHOULD BE CONSIDERED LOST OR DESTROYED AS THE BUILDING HAS
 AC3290'BEEN REVISED AND THE PRIOR DOORWAY WAS ALL CHANGED AROUND.  ORIGINAL
 AC3290'POSITION WAS WRONG, TOO FAR SOUTH AND WEST AND WAS CORRECTED
 AC3290'APPROXIMATELY TO NEAREST SECOND FROM POSITION OF TIDAL 5 ONCE IT WAS
 AC3290'FOUND AND FROM GOOGLE EARTH.
 AC3290
 AC3290                          STATION RECOVERY (2018)
 AC3290
 AC3290'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3290'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3291 ***********************************************************************
 AC3291  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3291  DESIGNATION -  872 3646 TIDAL 4
 AC3291  PID         -  AC3291
 AC3291  STATE/COUNTY-  FL/MONROE
 AC3291  COUNTRY     -  US
 AC3291  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC3291
 AC3291                         *CURRENT SURVEY CONTROL
 AC3291  ______________________________________________________________________
 AC3291* NAD 83(1986) POSITION- 25 08 37.8    (N) 080 23 55.3    (W)   HD_HELD2
 AC3291* NAVD 88 ORTHO HEIGHT -     1.350 (meters)        4.43  (feet) ADJUSTED
 AC3291  ______________________________________________________________________
 AC3291  GEOID HEIGHT    -        -24.439 (meters)                     GEOID18
 AC3291  DYNAMIC HEIGHT  -          1.348 (meters)        4.42  (feet) COMP
 AC3291  MODELED GRAVITY -    978,981.3   (mgal)                       NAVD 88
 AC3291
 AC3291  VERT ORDER      -  SECOND    CLASS I
 AC3291
 AC3291.The horizontal coordinates were established by autonomous hand held GPS
 AC3291.observations and have an estimated accuracy of +/- 10 meters.
 AC3291
 AC3291.The orthometric height was determined by differential leveling and
 AC3291.adjusted by the NATIONAL GEODETIC SURVEY
 AC3291.in June 1991.
 AC3291
 AC3291.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3291.GEOID18 height accuracy estimate available here.
 AC3291
 AC3291.This Tidal Bench Mark is designated as VM 5947
 AC3291.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3291
 AC3291.Click photographs - Photos may exist for this station.
 AC3291
 AC3291.The dynamic height is computed by dividing the NAVD 88
 AC3291.geopotential number by the normal gravity value computed on the
 AC3291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3291.degrees latitude (g = 980.6199 gals.).
 AC3291
 AC3291.The modeled gravity was interpolated from observed gravity values.
 AC3291
 AC3291;                    North         East    Units  Estimated Accuracy
 AC3291;SPC FL E     -    89,908.      260,628.      MT  (+/- 10 meters HH2 GPS)
 AC3291
 AC3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH6060781009(NAD 83)
 AC3291
 AC3291                          SUPERSEDED SURVEY CONTROL
 AC3291
 AC3291  NGVD 29 (09/01/92)    1.828  (m)            6.00   (f) ADJUSTED    2 1
 AC3291
 AC3291.Superseded values are not recommended for survey control.
 AC3291
 AC3291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3291.See file dsdata.pdf to determine how the superseded data were derived.
 AC3291
 AC3291_MARKER: DJ = TIDAL STATION DISK
 AC3291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3291_SP_SET: BULKHEAD
 AC3291_STAMPING: NO 4 1974
 AC3291_MARK LOGO: NOS
 AC3291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3291+STABILITY: SURFACE MOTION
 AC3291
 AC3291  HISTORY     - Date     Condition        Report By
 AC3291  HISTORY     - 1974     MONUMENTED       NOS
 AC3291  HISTORY     - 1982     GOOD             FLDNR
 AC3291  HISTORY     - 20150224 MARK NOT FOUND   PROFLN
 AC3291  HISTORY     - 20180822 MARK NOT FOUND   FLDEP
 AC3291
 AC3291                          STATION DESCRIPTION
 AC3291
 AC3291'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3291'4.0 MI NORTH FROM KEY LARGO.
 AC3291'BEGIN AT THE U.S. POST OFFICE IN KEY LARGO, GO 4.0 MILES NORTH ON U.S.
 AC3291'HIGHWAY 1 TO THE DEEP SIX MARINA AND THE MARK.  THE MARK IS SET FLUSH
 AC3291'IN THE TOP OF THE BULKHEAD ON THE EAST SIDE OF THE BOAT BASIN, AT A
 AC3291'90 DEGREE CORNER IN THE BULKHEAD, 5 FEET NORTHWEST OF THE NORTHWEST
 AC3291'CORNER OF THE RESTAURANT AT THE MARINA.
 AC3291
 AC3291                          STATION RECOVERY (2015)
 AC3291
 AC3291'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 AC3291'NOT RECOVERED BUT NOT REALLY SEARCHED FOR EITHER.  HARD TO TELL JUST
 AC3291'WHERE THE LOCATION IS FROM THE DESCRIPTION.  THE ORIGINAL SCALED
 AC3291'POSITION WAS TOO FAR SOUTH AND WEST AND WAS CORRECTED / ESTIMATED TO
 AC3291'THE NEAREST 0.1 SECOND BASED ON RECOVERING TIDAL 5, SKETCH OF THE
 AC3291'BENCH MARK LAYOUT BY MAX ETHRIDGE, NOAA, IN 1976 AND PRESENT-DAY
 AC3291'GOOGLE EARTH IMAGE.
 AC3291'
 AC3291'THE MARK MAY BE UNDER A WOODEN WALKWAY THAT COVERS THE CEMENT, IN
 AC3291'WHICH CASE A CAREFUL SEARCH UNDER THE DUCK BOARDS MAY REVEAL THE MARK
 AC3291'AND THE PROPERTY OWNER MAY AGREE TO A LITTLE ACCESS TRAP DOOR
 AC3291'CARPENTERED INTO THE BOARDS SO NOBODY TRIPS ON IT.  IT PLOTS ON THE
 AC3291'SKETCH AND IN GOOGLE EARTH ABOUT 150 FT (45.7 M) NORTH OF THE
 AC3291'SOUTHEAST CORNER OF THE YACHT BASIN, WHERE THE SEAWALL TURNS FROM
 AC3291'NORTH TO EAST.
 AC3291'
 AC3291'TO REACH THE GENERAL AREA.  TURN OFF SOUTH-BOUND ROUTE 1 AT MILE
 AC3291'MARKER 104.0 FOR THE MARINA CLUB AND INQUIRE AT THE MARINA OFFICE.
 AC3291
 AC3291                          STATION RECOVERY (2018)
 AC3291
 AC3291'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3291'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3292 ***********************************************************************
 AC3292  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3292  DESIGNATION -  872 3646 TIDAL 5
 AC3292  PID         -  AC3292
 AC3292  STATE/COUNTY-  FL/MONROE
 AC3292  COUNTRY     -  US
 AC3292  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC3292
 AC3292                         *CURRENT SURVEY CONTROL
 AC3292  ______________________________________________________________________
 AC3292* NAD 83(1986) POSITION- 25 08 38.72   (N) 080 23 54.56   (W)   HD_HELD1
 AC3292* NAVD 88 ORTHO HEIGHT -     0.734 (meters)        2.41  (feet) ADJUSTED
 AC3292  ______________________________________________________________________
 AC3292  GEOID HEIGHT    -        -24.440 (meters)                     GEOID18
 AC3292  DYNAMIC HEIGHT  -          0.733 (meters)        2.40  (feet) COMP
 AC3292  MODELED GRAVITY -    978,981.3   (mgal)                       NAVD 88
 AC3292
 AC3292  VERT ORDER      -  SECOND    CLASS I
 AC3292
 AC3292.The horizontal coordinates were determined by differentially corrected
 AC3292.hand held GPS observations or other comparable positioning techniques
 AC3292.and have an estimated accuracy of +/- 3 meters.
 AC3292
 AC3292.The orthometric height was determined by differential leveling and
 AC3292.adjusted by the NATIONAL GEODETIC SURVEY
 AC3292.in June 1991.
 AC3292
 AC3292.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3292.GEOID18 height accuracy estimate available here.
 AC3292
 AC3292.This Tidal Bench Mark is designated as VM 5948
 AC3292.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3292
 AC3292.Click photographs - Photos may exist for this station.
 AC3292
 AC3292.The dynamic height is computed by dividing the NAVD 88
 AC3292.geopotential number by the normal gravity value computed on the
 AC3292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3292.degrees latitude (g = 980.6199 gals.).
 AC3292
 AC3292.The modeled gravity was interpolated from observed gravity values.
 AC3292
 AC3292;                    North         East    Units  Estimated Accuracy
 AC3292;SPC FL E     -    89,936.6     260,648.7     MT  (+/- 3 meters HH1 GPS) 
 AC3292
 AC3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH6062881037(NAD 83)
 AC3292
 AC3292                          SUPERSEDED SURVEY CONTROL
 AC3292
 AC3292  NGVD 29 (09/01/92)    1.212  (m)            3.98   (f) ADJUSTED    2 1
 AC3292
 AC3292.Superseded values are not recommended for survey control.
 AC3292
 AC3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3292.See file dsdata.pdf to determine how the superseded data were derived.
 AC3292
 AC3292_MARKER: DJ = TIDAL STATION DISK
 AC3292_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3292_SP_SET: BULKHEAD
 AC3292_STAMPING: NO 5 1974
 AC3292_MARK LOGO: NOS
 AC3292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3292+STABILITY: SURFACE MOTION
 AC3292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3292+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2019
 AC3292
 AC3292  HISTORY     - Date     Condition        Report By
 AC3292  HISTORY     - 1974     MONUMENTED       NOS
 AC3292  HISTORY     - 1982     GOOD             FLDNR
 AC3292  HISTORY     - 20150219 GOOD             PROFLN
 AC3292  HISTORY     - 20180822 GOOD             FLDEP
 AC3292  HISTORY     - 20190521 GOOD             USGS
 AC3292
 AC3292                          STATION DESCRIPTION
 AC3292
 AC3292'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3292'4.0 MI NORTH FROM KEY LARGO.
 AC3292'BEGIN AT THE U.S. POST OFFICE IN KEY LARGO, GO 4.0 MILES NORTH ON U.S.
 AC3292'HIGHWAY 1 TO THE DEEP SIX MARINA AND THE MARK.  THE MARK IS SET FLUSH
 AC3292'IN THE TOP OF THE BULKHEAD, AT THE NORTHEAST CORNER OF THE BOAT BASIN,
 AC3292'5.2 FEET SOUTH OF THE NORTH EDGE OF A CONCRETE WALKWAY.
 AC3292
 AC3292                          STATION RECOVERY (2015)
 AC3292
 AC3292'RECOVERY NOTE BY PROFESSIONAL LAND SURVEYOR 2015 (JRO)
 AC3292'THE MARK IS IN FRONT OF OR SOUTHEAST OF SUNDOWNERS RESTAURANT, COVERED
 AC3292'BY RED PAINT.  TURN OFF THE HIGHWAY AT THE MARINA CLUB, MILE MARKER
 AC3292'104.0.
 AC3292
 AC3292                          STATION RECOVERY (2018)
 AC3292
 AC3292'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3292'RECOVERED AS DESCRIBED.
 AC3292
 AC3292                          STATION RECOVERY (2019)
 AC3292
 AC3292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2019 (CJW)
 AC3292'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4708 ***********************************************************************
 AC4708  DESIGNATION -  872 3651 E TIDAL
 AC4708  PID         -  AC4708
 AC4708  STATE/COUNTY-  FL/MONROE
 AC4708  COUNTRY     -  US
 AC4708  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC4708
 AC4708                         *CURRENT SURVEY CONTROL
 AC4708  ______________________________________________________________________
 AC4708* NAD 83(1986) POSITION- 25 08 28.     (N) 080 23 57.     (W)   SCALED
 AC4708* NAVD 88 ORTHO HEIGHT -     3.282 (meters)       10.77  (feet) ADJUSTED
 AC4708  ______________________________________________________________________
 AC4708  GEOID HEIGHT    -        -24.434 (meters)                     GEOID18
 AC4708  DYNAMIC HEIGHT  -          3.276 (meters)       10.75  (feet) COMP
 AC4708  MODELED GRAVITY -    978,981.3   (mgal)                       NAVD 88
 AC4708
 AC4708  VERT ORDER      -  FIRST     CLASS II
 AC4708
 AC4708.The horizontal coordinates were scaled from a map and have
 AC4708.an estimated accuracy of +/- 6 seconds.
 AC4708
 AC4708.The orthometric height was determined by differential leveling and
 AC4708.adjusted by the NATIONAL GEODETIC SURVEY
 AC4708.in May 1994.
 AC4708
 AC4708.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4708.GEOID18 height accuracy estimate available here.
 AC4708
 AC4708.Click photographs - Photos may exist for this station.
 AC4708
 AC4708.The dynamic height is computed by dividing the NAVD 88
 AC4708.geopotential number by the normal gravity value computed on the
 AC4708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4708.degrees latitude (g = 980.6199 gals.).
 AC4708
 AC4708.The modeled gravity was interpolated from observed gravity values.
 AC4708
 AC4708;                    North         East    Units  Estimated Accuracy
 AC4708;SPC FL E     -    89,610.      260,580.      MT  (+/- 180 meters Scaled)
 AC4708
 AC4708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH605807(NAD 83)
 AC4708
 AC4708                          SUPERSEDED SURVEY CONTROL
 AC4708
 AC4708  NGVD 29 (09/01/92)    3.760  (m)           12.34   (f) ADJUSTED    1 2
 AC4708
 AC4708.Superseded values are not recommended for survey control.
 AC4708
 AC4708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4708.See file dsdata.pdf to determine how the superseded data were derived.
 AC4708
 AC4708_MARKER: I = METAL ROD
 AC4708_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4708_STAMPING: 3651 E 1987
 AC4708_MARK LOGO: NOS
 AC4708_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4708_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4708_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4708+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1991
 AC4708
 AC4708  HISTORY     - Date     Condition        Report By
 AC4708  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4708  HISTORY     - 19910123 GOOD             FLDNR
 AC4708  HISTORY     - 20180822 MARK NOT FOUND   FLDEP
 AC4708
 AC4708                          STATION DESCRIPTION
 AC4708
 AC4708'DESCRIBED BY FL DEPT OF NAT RES 1991
 AC4708'TO REACH THE MARK FROM THE POST OFFICE IN KEY LARGO, GO NORHTEAST ON
 AC4708'U.S. HIGHWAY 1 FOR 3.5 MI (5.6 KM) TO THE MARK, SET IN THE MEDIAN.
 AC4708'LOCATED 28.8 FT (8.8 M) NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND
 AC4708'LANE OF U.S. HIGHWAY 1, 42 FT (12.8 M) SOUTHEAST OF THE CENTERLINE
 AC4708'OF THE SOUTHBOUND LANE OF U.S. HIGHWAY 1, 24.2 FT (7.4 M) SOUTHWEST
 AC4708'OF A TRI-TRUNKED TREE AND 37.2 FT (11.3 M) NORTHEAST OF THE EDGE OF
 AC4708'THE MEDIAN CROSS OVER.  ROD DEPTH UNKNOWN.
 AC4708
 AC4708                          STATION RECOVERY (2018)
 AC4708
 AC4708'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC4708'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3359 ***********************************************************************
 DR3359  DESIGNATION -  872 3651 F
 DR3359  PID         -  DR3359
 DR3359  STATE/COUNTY-  FL/MONROE
 DR3359  COUNTRY     -  US
 DR3359  USGS QUAD   -  BLACKWATER SOUND (2018)
 DR3359
 DR3359                         *CURRENT SURVEY CONTROL
 DR3359  ______________________________________________________________________
 DR3359* NAD 83(1986) POSITION- 25 08 23.81   (N) 080 24 01.52   (W)   HD_HELD1
 DR3359* NAVD 88 ORTHO HEIGHT -     3.435 (meters)       11.27  (feet) ADJUSTED
 DR3359  ______________________________________________________________________
 DR3359  GEOID HEIGHT    -        -24.428 (meters)                     GEOID18
 DR3359  DYNAMIC HEIGHT  -          3.430 (meters)       11.25  (feet) COMP
 DR3359  MODELED GRAVITY -    978,981.2   (mgal)                       NAVD 88
 DR3359
 DR3359  VERT ORDER      -  FIRST     CLASS II
 DR3359
 DR3359.The horizontal coordinates were determined by differentially corrected
 DR3359.hand held GPS observations or other comparable positioning techniques
 DR3359.and have an estimated accuracy of +/- 3 meters.
 DR3359
 DR3359.The orthometric height was determined by differential leveling and
 DR3359.adjusted by the NATIONAL GEODETIC SURVEY
 DR3359.in April 2020.
 DR3359
 DR3359.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3359.GEOID18 height accuracy estimate available here.
 DR3359
 DR3359.Click photographs - Photos may exist for this station.
 DR3359
 DR3359.The dynamic height is computed by dividing the NAVD 88
 DR3359.geopotential number by the normal gravity value computed on the
 DR3359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3359.degrees latitude (g = 980.6199 gals.).
 DR3359
 DR3359.The modeled gravity was interpolated from observed gravity values.
 DR3359
 DR3359;                    North         East    Units  Estimated Accuracy
 DR3359;SPC FL E     -    89,476.9     260,455.8     MT  (+/- 3 meters HH1 GPS) 
 DR3359
 DR3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH6043580578(NAD 83)
 DR3359
 DR3359                          SUPERSEDED SURVEY CONTROL
 DR3359
 DR3359.No superseded survey control is available for this station.
 DR3359
 DR3359_MARKER: F = FLANGE-ENCASED ROD
 DR3359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR3359_STAMPING: 3651 F 2018
 DR3359_MARK LOGO: NGS
 DR3359_PROJECTION: RECESSED 8 CENTIMETERS
 DR3359_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3359+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2018
 DR3359_ROD/PIPE-DEPTH: 3.2 meters
 DR3359
 DR3359  HISTORY     - Date     Condition        Report By
 DR3359  HISTORY     - 20180823 MONUMENTED       FLDEP
 DR3359
 DR3359                          STATION DESCRIPTION
 DR3359
 DR3359'DESCRIBED BY FL DEPT OF ENV PRO 2018 (MAH)
 DR3359'THE MARK IS ABOUT 11.4 MI (18.3 KM) NORTHEAST OF TAVERNIER, 5.8 MI
 DR3359'(9.3 KM) NORTHEAST OF ROCK HARBOR, 3.0 MI (4.8 KM) SOUTHWEST OF GARDEN
 DR3359'COVE, IN SECTION 14, TOWNSHIP 61 SOUTH, RANGE 39 EAST.
 DR3359'
 DR3359'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF U.S. HIGHWAY
 DR3359'1 (OVERSEAS HIGHWAY) AND SANCTUARY DRIVE IN KEY LARGO, GO NORTHEAST ON
 DR3359'U.S. HIGHWAY 1 (OVERSEAS HIGHWAY) FOR 3.45 MI (5.55 KM) TO THE
 DR3359'JUNCTION OF DOLPHIN AVENUE ON THE RIGHT AND THE MARK IN THE GRASS
 DR3359'MEDIAN, A STAINLESS STEEL ROD DRIVEN TO REFUSAL TO A DEPTH OF 10.6 FT
 DR3359'(3.2 M) WITH AN (NGS) LOGO CAP RECESSED 0.3 FT (9 CM) BELOW THE LEVEL
 DR3359'OF THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF U.S. HIGHWAY 1
 DR3359'(OVERSEAS HIGHWAY) SOUTHBOUND LANES, THE DATUM POINT IS RECESSED 0.5
 DR3359'FT (15 CM) BELOW THE LEVEL OF THE (NGS) LOGO CAP.
 DR3359'
 DR3359'LOCATED 96.2 FT (29.3 M) SOUTH-SOUTHEAST OF A CONCRETE POWER POLE
 DR3359'NUMBER 4 310, 32.0 FT (9.8 M) NORTHWEST OF THE APPROXIMATE CENTERLINE
 DR3359'OF U.S. HIGHWAY 1 (OVERSEAS HIGHWAY) NORTHBOUND LANES, 31.0 FT (9.4 M)
 DR3359'SOUTHEAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 1 (OVERSEAS
 DR3359'HIGHWAY) SOUTHBOUND LANES, 23.4 FT (7.1 M) NORTHEAST OF THE EXTENDED
 DR3359'CENTERLINE OF DOLPHIN AVENUE AND 6.6 FT (2.0 M) SOUTH OF A CARSONITE
 DR3359'WITNESS POST.
 DR3359'
 DR3359'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) (NGS)
 DR3359'LOGO CAP.
 DR3359'
 DR3359'NOTE-A MAGNET WAS PLACED INSIDE OF THE (NGS) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC1029 ***********************************************************************
 AC1029  TIDAL BM    -  This is a Tidal Bench Mark.
 AC1029  DESIGNATION -  872 3651 TIDAL 1
 AC1029  PID         -  AC1029
 AC1029  STATE/COUNTY-  FL/MONROE
 AC1029  COUNTRY     -  US
 AC1029  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC1029
 AC1029                         *CURRENT SURVEY CONTROL
 AC1029  ______________________________________________________________________
 AC1029* NAD 83(1986) POSITION- 25 08 25.14   (N) 080 23 39.21   (W)   HD_HELD1
 AC1029* NAVD 88 ORTHO HEIGHT -     0.391 (meters)        1.28  (feet) ADJUSTED
 AC1029  ______________________________________________________________________
 AC1029  GEOID HEIGHT    -        -24.448 (meters)                     GEOID18
 AC1029  DYNAMIC HEIGHT  -          0.390 (meters)        1.28  (feet) COMP
 AC1029  MODELED GRAVITY -    978,981.1   (mgal)                       NAVD 88
 AC1029
 AC1029  VERT ORDER      -  FIRST     CLASS II
 AC1029
 AC1029.The horizontal coordinates were determined by differentially corrected
 AC1029.hand held GPS observations or other comparable positioning techniques
 AC1029.and have an estimated accuracy of +/- 3 meters.
 AC1029
 AC1029.The orthometric height was determined by differential leveling and
 AC1029.adjusted by the NATIONAL GEODETIC SURVEY
 AC1029.in June 1991.
 AC1029
 AC1029.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC1029.GEOID18 height accuracy estimate available here.
 AC1029
 AC1029.This Tidal Bench Mark is designated as VM 5951
 AC1029.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC1029
 AC1029.Click photographs - Photos may exist for this station.
 AC1029
 AC1029.The dynamic height is computed by dividing the NAVD 88
 AC1029.geopotential number by the normal gravity value computed on the
 AC1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1029.degrees latitude (g = 980.6199 gals.).
 AC1029
 AC1029.The modeled gravity was interpolated from observed gravity values.
 AC1029
 AC1029;                    North         East    Units  Estimated Accuracy
 AC1029;SPC FL E     -    89,520.7     261,080.5     MT  (+/- 3 meters HH1 GPS) 
 AC1029
 AC1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH6105980622(NAD 83)
 AC1029
 AC1029                          SUPERSEDED SURVEY CONTROL
 AC1029
 AC1029  NGVD 29 (??/??/92)    0.872  (m)            2.86   (f) SUPERSEDED  1 2
 AC1029  NGVD 29 (09/01/92)    0.868  (m)            2.85   (f) ADJUSTED    1 2
 AC1029
 AC1029.Superseded values are not recommended for survey control.
 AC1029
 AC1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1029.See file dsdata.pdf to determine how the superseded data were derived.
 AC1029
 AC1029_MARKER: DB = BENCH MARK DISK
 AC1029_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC1029_SP_SET: SEAWALL
 AC1029_STAMPING: NO 1 1935
 AC1029_MARK LOGO: CGS
 AC1029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC1029+STABILITY: SURFACE MOTION
 AC1029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC1029+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 AC1029
 AC1029  HISTORY     - Date     Condition        Report By
 AC1029  HISTORY     - 1935     MONUMENTED       CGS
 AC1029  HISTORY     - 1966     GOOD             CGS
 AC1029  HISTORY     - 1979     GOOD             NGS
 AC1029  HISTORY     - 1982     GOOD             FLDNR
 AC1029  HISTORY     - 19901223 GOOD             USPSQD
 AC1029  HISTORY     - 20180822 GOOD             FLDEP
 AC1029
 AC1029                          STATION DESCRIPTION
 AC1029
 AC1029'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC1029'4.3 MI NE FROM KEY LARGO.
 AC1029'ABOUT 3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 AC1029'OFFICE AT KEY LARGO, THENCE ABOUT 0.35 MILE EAST ALONG
 AC1029'OCEANA BOULEVARD, NEAR THE NORTH CORNER OF LARGO SOUND, NEAR
 AC1029'THE NORTHEAST CORNER OF LAWN OF A STONE TWO-STORIED CASTLE
 AC1029'STYLE HOUSE, IN THE TOP OF THE NORTH END OF THE SEA WALL, 29 FEET
 AC1029'SOUTH OF THE CENTER LINE OF THE BOULEVARD, 4 FEET SOUTH OF THE
 AC1029'NORTH END OF THE SEA WALL AND ABOUT LEVEL WITH THE LAWN.
 AC1029
 AC1029                          STATION RECOVERY (1979)
 AC1029
 AC1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AC1029'RECOVERED IN GOOD CONDITION.
 AC1029
 AC1029                          STATION RECOVERY (1982)
 AC1029
 AC1029'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC1029'RECOVERED IN GOOD CONDITION.
 AC1029
 AC1029                          STATION RECOVERY (1990)
 AC1029
 AC1029'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1029'RECOVERED IN GOOD CONDITION.
 AC1029
 AC1029                          STATION RECOVERY (2018)
 AC1029
 AC1029'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC1029'RECOVERED IN GOOD CONDITION.
 AC1029'
 AC1029'NOTE-WITH THE FOLLOWING, CONTACT DENNIS HEARD OR ALLAN FOR ACCESS TO
 AC1029'MARKS AT 305-395-1763.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC1027 ***********************************************************************
 AC1027  TIDAL BM    -  This is a Tidal Bench Mark.
 AC1027  DESIGNATION -  872 3651 TIDAL 3
 AC1027  PID         -  AC1027
 AC1027  STATE/COUNTY-  FL/MONROE
 AC1027  COUNTRY     -  US
 AC1027  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC1027
 AC1027                         *CURRENT SURVEY CONTROL
 AC1027  ______________________________________________________________________
 AC1027* NAD 83(1986) POSITION- 25 08 25.     (N) 080 23 38.     (W)   SCALED
 AC1027* NAVD 88 ORTHO HEIGHT -     0.452 (meters)        1.48  (feet) ADJUSTED
 AC1027  ______________________________________________________________________
 AC1027  GEOID HEIGHT    -        -24.449 (meters)                     GEOID18
 AC1027  DYNAMIC HEIGHT  -          0.451 (meters)        1.48  (feet) COMP
 AC1027  MODELED GRAVITY -    978,981.1   (mgal)                       NAVD 88
 AC1027
 AC1027  VERT ORDER      -  FIRST     CLASS II
 AC1027
 AC1027.The horizontal coordinates were scaled from a map and have
 AC1027.an estimated accuracy of +/- 6 seconds.
 AC1027
 AC1027.The orthometric height was determined by differential leveling and
 AC1027.adjusted by the NATIONAL GEODETIC SURVEY
 AC1027.in June 1991.
 AC1027
 AC1027.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC1027.GEOID18 height accuracy estimate available here.
 AC1027
 AC1027.This Tidal Bench Mark is designated as VM 5952
 AC1027.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC1027
 AC1027.Click photographs - Photos may exist for this station.
 AC1027
 AC1027.The dynamic height is computed by dividing the NAVD 88
 AC1027.geopotential number by the normal gravity value computed on the
 AC1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC1027.degrees latitude (g = 980.6199 gals.).
 AC1027
 AC1027.The modeled gravity was interpolated from observed gravity values.
 AC1027
 AC1027;                    North         East    Units  Estimated Accuracy
 AC1027;SPC FL E     -    89,520.      261,110.      MT  (+/- 180 meters Scaled)
 AC1027
 AC1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH610806(NAD 83)
 AC1027
 AC1027                          SUPERSEDED SURVEY CONTROL
 AC1027
 AC1027  NGVD 29 (??/??/92)    0.925  (m)            3.03   (f) SUPERSEDED  1 2
 AC1027  NGVD 29 (09/01/92)    0.930  (m)            3.05   (f) ADJUSTED    1 2
 AC1027
 AC1027.Superseded values are not recommended for survey control.
 AC1027
 AC1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC1027.See file dsdata.pdf to determine how the superseded data were derived.
 AC1027
 AC1027_MARKER: DB = BENCH MARK DISK
 AC1027_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC1027_SP_SET: WALL
 AC1027_STAMPING: NO 3 1935
 AC1027_MARK LOGO: CGS
 AC1027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC1027+STABILITY: SURFACE MOTION
 AC1027
 AC1027  HISTORY     - Date     Condition        Report By
 AC1027  HISTORY     - 1935     MONUMENTED       CGS
 AC1027  HISTORY     - 1966     GOOD             CGS
 AC1027  HISTORY     - 1979     GOOD             NGS
 AC1027  HISTORY     - 1982     GOOD             FLDNR
 AC1027  HISTORY     - 19901223 GOOD             USPSQD
 AC1027
 AC1027                          STATION DESCRIPTION
 AC1027
 AC1027'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC1027'4.3 MI NE FROM KEY LARGO.
 AC1027'ABOUT 3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE POST
 AC1027'OFFICE AT KEY LARGO, THENCE 0.35 MILE EAST ALONG OCEANA BOULEVARD,
 AC1027'NEAR THE NORTH CORNER OF LARGO SOUND, SET IN THE TOP OF A
 AC1027'CONCRETE WALL ALONG THE SOUTH SIDE OF LAWN OF A STONE TWO-STORIED
 AC1027'CASTLY STYLE HOUSE, 39 FEET SOUTHEAST OF THE SOUTHWEST CORNER
 AC1027'OF THE HOUSE, 35.0 FEET WEST OF THE EAST EDGE OF THE SEA WALL
 AC1027'AND ABOUT LEVEL WITH THE LAWN.
 AC1027
 AC1027                          STATION RECOVERY (1979)
 AC1027
 AC1027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AC1027'RECOVERED IN GOOD CONDITION.
 AC1027
 AC1027                          STATION RECOVERY (1982)
 AC1027
 AC1027'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AC1027'RECOVERED IN GOOD CONDITION.
 AC1027
 AC1027                          STATION RECOVERY (1990)
 AC1027
 AC1027'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC1027'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3287 ***********************************************************************
 AC3287  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3287  DESIGNATION -  872 3651 TIDAL 3
 AC3287  PID         -  AC3287
 AC3287  STATE/COUNTY-  FL/MONROE
 AC3287  COUNTRY     -  US
 AC3287  USGS QUAD   -  BLACKWATER SOUND (2018)
 AC3287
 AC3287                         *CURRENT SURVEY CONTROL
 AC3287  ______________________________________________________________________
 AC3287* NAD 83(1986) POSITION- 25 08 24.37   (N) 080 23 39.36   (W)   HD_HELD1
 AC3287* NAVD 88 ORTHO HEIGHT -     0.780 (meters)        2.56  (feet) ADJUSTED
 AC3287  ______________________________________________________________________
 AC3287  GEOID HEIGHT    -        -24.448 (meters)                     GEOID18
 AC3287  DYNAMIC HEIGHT  -          0.778 (meters)        2.55  (feet) COMP
 AC3287  MODELED GRAVITY -    978,981.1   (mgal)                       NAVD 88
 AC3287
 AC3287  VERT ORDER      -  FIRST     CLASS II
 AC3287
 AC3287.The horizontal coordinates were determined by differentially corrected
 AC3287.hand held GPS observations or other comparable positioning techniques
 AC3287.and have an estimated accuracy of +/- 3 meters.
 AC3287
 AC3287.The orthometric height was determined by differential leveling and
 AC3287.adjusted by the NATIONAL GEODETIC SURVEY
 AC3287.in April 2020.
 AC3287
 AC3287.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3287.GEOID18 height accuracy estimate available here.
 AC3287
 AC3287.This Tidal Bench Mark is designated as VM 5953
 AC3287.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3287
 AC3287.Click photographs - Photos may exist for this station.
 AC3287
 AC3287.The dynamic height is computed by dividing the NAVD 88
 AC3287.geopotential number by the normal gravity value computed on the
 AC3287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3287.degrees latitude (g = 980.6199 gals.).
 AC3287
 AC3287.The modeled gravity was interpolated from observed gravity values.
 AC3287
 AC3287;                    North         East    Units  Estimated Accuracy
 AC3287;SPC FL E     -    89,496.9     261,076.5     MT  (+/- 3 meters HH1 GPS) 
 AC3287
 AC3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH6105580598(NAD 83)
 AC3287
 AC3287                          SUPERSEDED SURVEY CONTROL
 AC3287
 AC3287  NAVD 88 (06/15/91)    0.780  (m)            2.56   (f) SUPERSEDED  1 2
 AC3287  NGVD 29 (09/01/92)    1.257  (m)            4.12   (f) ADJUSTED    1 2
 AC3287
 AC3287.Superseded values are not recommended for survey control.
 AC3287
 AC3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3287.See file dsdata.pdf to determine how the superseded data were derived.
 AC3287
 AC3287_MARKER: DJ = TIDAL STATION DISK
 AC3287_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3287_SP_SET: PORCH
 AC3287_STAMPING: NO 3 1975
 AC3287_MARK LOGO: NOS
 AC3287_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3287_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3287+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2018
 AC3287
 AC3287  HISTORY     - Date     Condition        Report By
 AC3287  HISTORY     - 1975     MONUMENTED       NOS
 AC3287  HISTORY     - 1982     GOOD             FLDNR
 AC3287  HISTORY     - 20180822 GOOD             FLDEP
 AC3287
 AC3287                          STATION DESCRIPTION
 AC3287
 AC3287'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3287'3.9 MI NORTH FROM KEY LARGO.
 AC3287'BEGIN AT THE U.S. POST OFFICE IN KEY LARGO, GO 3.9 MILES NORTH ON U.S.
 AC3287'HIGHWAY 1 TO THE JUNCTION OF OCEANA BOULEVARD, GO 0.35 MILE EAST ON
 AC3287'OCEANA BOULEVARD TO ITS END AT A TWO-STORY CASTLE STYLE HOUSE ON THE
 AC3287'RIGHT.  THE MARK IS SET IN THE PORCH, NEAR THE CENTER DOOR OF THE BAY
 AC3287'SIDE OF THE HOUSE, 12.6 FEET WEST OF THE EAST FACE OF THE SEAWALL.
 AC3287
 AC3287                          STATION RECOVERY (2018)
 AC3287
 AC3287'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3287'RECOVERED IN GOOD CONDITION.
 AC3287'
 AC3287'NOTE-WITH THE FOLLOWING, CONTACT DENNIS HEARD OR ALLAN FOR ACCESS TO
 AC3287'MARKS AT 305-395-1763.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3295 ***********************************************************************
 AC3295  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3295  DESIGNATION -  872 3677 E TIDAL
 AC3295  PID         -  AC3295
 AC3295  STATE/COUNTY-  FL/MONROE
 AC3295  COUNTRY     -  US
 AC3295  USGS QUAD   -  ROCK HARBOR (2018)
 AC3295
 AC3295                         *CURRENT SURVEY CONTROL
 AC3295  ______________________________________________________________________
 AC3295* NAD 83(1986) POSITION- 25 06 49.     (N) 080 24 59.     (W)   SCALED
 AC3295* NAVD 88 ORTHO HEIGHT -     3.266 (meters)       10.72  (feet) ADJUSTED
 AC3295  ______________________________________________________________________
 AC3295  GEOID HEIGHT    -        -24.341 (meters)                     GEOID18
 AC3295  DYNAMIC HEIGHT  -          3.260 (meters)       10.70  (feet) COMP
 AC3295  MODELED GRAVITY -    978,979.5   (mgal)                       NAVD 88
 AC3295
 AC3295  VERT ORDER      -  SECOND    CLASS I
 AC3295
 AC3295.The horizontal coordinates were scaled from a map and have
 AC3295.an estimated accuracy of +/- 6 seconds.
 AC3295
 AC3295.The orthometric height was determined by differential leveling and
 AC3295.adjusted by the NATIONAL GEODETIC SURVEY
 AC3295.in June 1991.
 AC3295
 AC3295.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3295.GEOID18 height accuracy estimate available here.
 AC3295
 AC3295.This Tidal Bench Mark is designated as VM 5957
 AC3295.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3295
 AC3295.Click photographs - Photos may exist for this station.
 AC3295
 AC3295.The dynamic height is computed by dividing the NAVD 88
 AC3295.geopotential number by the normal gravity value computed on the
 AC3295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3295.degrees latitude (g = 980.6199 gals.).
 AC3295
 AC3295.The modeled gravity was interpolated from observed gravity values.
 AC3295
 AC3295;                    North         East    Units  Estimated Accuracy
 AC3295;SPC FL E     -    86,550.      258,860.      MT  (+/- 180 meters Scaled)
 AC3295
 AC3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH588776(NAD 83)
 AC3295
 AC3295                          SUPERSEDED SURVEY CONTROL
 AC3295
 AC3295  NGVD 29 (09/01/92)    3.744  (m)           12.28   (f) ADJUSTED    2 1
 AC3295
 AC3295.Superseded values are not recommended for survey control.
 AC3295
 AC3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3295.See file dsdata.pdf to determine how the superseded data were derived.
 AC3295
 AC3295_STAMPING: 3677 E 1982 BSM
 AC3295_MARK LOGO: FLDNR
 AC3295
 AC3295  HISTORY     - Date     Condition        Report By
 AC3295  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3295  HISTORY     - 20180824 MARK NOT FOUND   FLDEP
 AC3295
 AC3295                          STATION DESCRIPTION
 AC3295
 AC3295'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3295'1.75 MI NE FROM KEY LARGO.
 AC3295'BEGIN AT THE POST OFFICE IN KEY LARGO, THEN GO 1.75 MILES NORTHEAST ON
 AC3295'U.S. HIGHWAY 1 TO THE ENTRANCE OF KEY LARGO KAMPGROUND AND THE MARK.
 AC3295'THE MARK IS SET FLUSH IN A ROCK OUTCROP, 310 FEET SOUTHEAST OF THE
 AC3295'CENTERLINE OF THE HWY 1 NORTHBOUND LANE, 18.1 FEET NORTHEAST OF THE
 AC3295'CENTERLINE OF THE ROAD TO THE KEY LARGO KEMPGROUND, AND 16.5 FEET WEST
 AC3295'OF A 9-INCH DIAMETER MIMOSA TREE.
 AC3295'THE MARK IS ABOVE LEVEL WITH GROUND.
 AC3295
 AC3295                          STATION RECOVERY (2018)
 AC3295
 AC3295'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3295'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3294 ***********************************************************************
 AC3294  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3294  DESIGNATION -  872 3677 F TIDAL
 AC3294  PID         -  AC3294
 AC3294  STATE/COUNTY-  FL/MONROE
 AC3294  COUNTRY     -  US
 AC3294  USGS QUAD   -  ROCK HARBOR (2018)
 AC3294
 AC3294                         *CURRENT SURVEY CONTROL
 AC3294  ______________________________________________________________________
 AC3294* NAD 83(1986) POSITION- 25 06 49.     (N) 080 24 59.     (W)   SCALED
 AC3294* NAVD 88 ORTHO HEIGHT -     2.962 (meters)        9.72  (feet) ADJUSTED
 AC3294  ______________________________________________________________________
 AC3294  GEOID HEIGHT    -        -24.341 (meters)                     GEOID18
 AC3294  DYNAMIC HEIGHT  -          2.957 (meters)        9.70  (feet) COMP
 AC3294  MODELED GRAVITY -    978,979.5   (mgal)                       NAVD 88
 AC3294
 AC3294  VERT ORDER      -  SECOND    CLASS I
 AC3294
 AC3294.The horizontal coordinates were scaled from a map and have
 AC3294.an estimated accuracy of +/- 6 seconds.
 AC3294
 AC3294.The orthometric height was determined by differential leveling and
 AC3294.adjusted by the NATIONAL GEODETIC SURVEY
 AC3294.in June 1991.
 AC3294
 AC3294.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3294.GEOID18 height accuracy estimate available here.
 AC3294
 AC3294.This Tidal Bench Mark is designated as VM 5958
 AC3294.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3294
 AC3294.Click photographs - Photos may exist for this station.
 AC3294
 AC3294.The dynamic height is computed by dividing the NAVD 88
 AC3294.geopotential number by the normal gravity value computed on the
 AC3294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3294.degrees latitude (g = 980.6199 gals.).
 AC3294
 AC3294.The modeled gravity was interpolated from observed gravity values.
 AC3294
 AC3294;                    North         East    Units  Estimated Accuracy
 AC3294;SPC FL E     -    86,550.      258,860.      MT  (+/- 180 meters Scaled)
 AC3294
 AC3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH588776(NAD 83)
 AC3294
 AC3294                          SUPERSEDED SURVEY CONTROL
 AC3294
 AC3294  NGVD 29 (09/01/92)    3.441  (m)           11.29   (f) ADJUSTED    2 1
 AC3294
 AC3294.Superseded values are not recommended for survey control.
 AC3294
 AC3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3294.See file dsdata.pdf to determine how the superseded data were derived.
 AC3294
 AC3294_MARKER: DJ = TIDAL STATION DISK
 AC3294_SETTING: 66 = SET IN ROCK OUTCROP
 AC3294_STAMPING: 3677 F 1982
 AC3294_MARK LOGO: NOS
 AC3294_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3294+STABILITY: POSITION/ELEVATION WELL
 AC3294
 AC3294  HISTORY     - Date     Condition        Report By
 AC3294  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3294
 AC3294                          STATION DESCRIPTION
 AC3294
 AC3294'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3294'1.75 MI NE FROM KEY LARGO.
 AC3294'BEGIN AT THE POST OFFICE IN KEY LARGO, THEN GO 1.75 MILES NORTHEAST ON
 AC3294'U.S. HIGHWAY 1 TO THE ENTRANCE OF KEY LARGO KAMPGROUND AND THE MARK.
 AC3294'THE MARK IS SET FLUSH IN A ROCK OUTCROP, 40 FEET SOUTHEAST OF THE
 AC3294'CENTERLINE OF THE HWY 1 NORTHBOUND LANE, 67.2 FEET NORTHEAST OF THE
 AC3294'CENTERLINE OF THE ROAD TO THE KEY LARGO KAMPGROUND, AND 261 FEET
 AC3294'SOUTHWEST OF A POWER POLE.
 AC3294'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4814 ***********************************************************************
 AC4814  DESIGNATION -  872 3677 F TIDAL ROD
 AC4814  PID         -  AC4814
 AC4814  STATE/COUNTY-  FL/MONROE
 AC4814  COUNTRY     -  US
 AC4814  USGS QUAD   -  ROCK HARBOR (2018)
 AC4814
 AC4814                         *CURRENT SURVEY CONTROL
 AC4814  ______________________________________________________________________
 AC4814* NAD 83(1986) POSITION- 25 06 51.77   (N) 080 25 03.86   (W)   HD_HELD1
 AC4814* NAVD 88 ORTHO HEIGHT -     1.020 (meters)        3.35  (feet) ADJUSTED
 AC4814  ______________________________________________________________________
 AC4814  GEOID HEIGHT    -        -24.338 (meters)                     GEOID18
 AC4814  DYNAMIC HEIGHT  -          1.018 (meters)        3.34  (feet) COMP
 AC4814  MODELED GRAVITY -    978,979.5   (mgal)                       NAVD 88
 AC4814
 AC4814  VERT ORDER      -  FIRST     CLASS II
 AC4814
 AC4814.The horizontal coordinates were determined by differentially corrected
 AC4814.hand held GPS observations or other comparable positioning techniques
 AC4814.and have an estimated accuracy of +/- 3 meters.
 AC4814
 AC4814.The orthometric height was determined by differential leveling and
 AC4814.adjusted by the NATIONAL GEODETIC SURVEY
 AC4814.in May 1994.
 AC4814
 AC4814.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4814.GEOID18 height accuracy estimate available here.
 AC4814
 AC4814.Click photographs - Photos may exist for this station.
 AC4814
 AC4814.The dynamic height is computed by dividing the NAVD 88
 AC4814.geopotential number by the normal gravity value computed on the
 AC4814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4814.degrees latitude (g = 980.6199 gals.).
 AC4814
 AC4814.The modeled gravity was interpolated from observed gravity values.
 AC4814
 AC4814;                    North         East    Units  Estimated Accuracy
 AC4814;SPC FL E     -    86,637.2     258,722.0     MT  (+/- 3 meters HH1 GPS) 
 AC4814
 AC4814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5870177739(NAD 83)
 AC4814
 AC4814                          SUPERSEDED SURVEY CONTROL
 AC4814
 AC4814  NGVD 29 (09/01/92)    1.498  (m)            4.91   (f) ADJUSTED    1 2
 AC4814
 AC4814.Superseded values are not recommended for survey control.
 AC4814
 AC4814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4814.See file dsdata.pdf to determine how the superseded data were derived.
 AC4814
 AC4814_MARKER: DB = BENCH MARK DISK
 AC4814_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4814_STAMPING: 3677 F 1987
 AC4814_MARK LOGO: NOS
 AC4814_PROJECTION: RECESSED 3 CENTIMETERS
 AC4814_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4814_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4814+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2018
 AC4814
 AC4814  HISTORY     - Date     Condition        Report By
 AC4814  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4814  HISTORY     - 19901117 GOOD             FLDNR
 AC4814  HISTORY     - 20180824 GOOD             FLDEP
 AC4814
 AC4814                          STATION DESCRIPTION
 AC4814
 AC4814'DESCRIBED BY FL DEPT OF NAT RES 1990
 AC4814'TO REACH THE MARK FROM THE POST OFFICE IN KEY LARGO, GO NORTHEAST ON
 AC4814'U.S. HIGHWAY 1 FOR 1.35 MI (2.17 KM) TO SAMSON ROAD (THE ROAD
 AC4814'LEADING TO KEY LARGO CAMPGROUND), TURN RIGHT AND GO EAST ON SAMSON
 AC4814'ROAD FOR 0.2 MI (0.3 KM) TO THE MARK, NEAR THE ENTRANCE TO THE
 AC4814'CAMPGROUND.  LOCATED 109.8 FT (33.5 M) SOUTH OF THE EAST GATE POST AT
 AC4814'THE ENTRANCE TO THE CAMPGROUND, 9.0 FT (2.7 M) SOUTH OF THE NORTHWEST
 AC4814'CORNER OF A CHAINLINK FENCE, 12.5 FT (3.8 M) SOUTH SOUTHWEST OF
 AC4814'SAMSON ROAD AND 2.3 FT (0.7 M) WEST OF A FENCE.  NOTE--UNKNOWN DEPTH.
 AC4814
 AC4814                          STATION RECOVERY (2018)
 AC4814
 AC4814'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC4814'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4707 ***********************************************************************
 AC4707  DESIGNATION -  872 3677 G TIDAL
 AC4707  PID         -  AC4707
 AC4707  STATE/COUNTY-  FL/MONROE
 AC4707  COUNTRY     -  US
 AC4707  USGS QUAD   -  ROCK HARBOR (2018)
 AC4707
 AC4707                         *CURRENT SURVEY CONTROL
 AC4707  ______________________________________________________________________
 AC4707* NAD 83(1986) POSITION- 25 06 52.18   (N) 080 25 08.78   (W)   HD_HELD1
 AC4707* NAVD 88 ORTHO HEIGHT -     1.658 (meters)        5.44  (feet) ADJUSTED
 AC4707  ______________________________________________________________________
 AC4707  GEOID HEIGHT    -        -24.334 (meters)                     GEOID18
 AC4707  DYNAMIC HEIGHT  -          1.655 (meters)        5.43  (feet) COMP
 AC4707  MODELED GRAVITY -    978,979.6   (mgal)                       NAVD 88
 AC4707
 AC4707  VERT ORDER      -  FIRST     CLASS II
 AC4707
 AC4707.The horizontal coordinates were determined by differentially corrected
 AC4707.hand held GPS observations or other comparable positioning techniques
 AC4707.and have an estimated accuracy of +/- 3 meters.
 AC4707
 AC4707.The orthometric height was determined by differential leveling and
 AC4707.adjusted by the NATIONAL GEODETIC SURVEY
 AC4707.in May 1994.
 AC4707
 AC4707.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4707.GEOID18 height accuracy estimate available here.
 AC4707
 AC4707.Click photographs - Photos may exist for this station.
 AC4707
 AC4707.The dynamic height is computed by dividing the NAVD 88
 AC4707.geopotential number by the normal gravity value computed on the
 AC4707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4707.degrees latitude (g = 980.6199 gals.).
 AC4707
 AC4707.The modeled gravity was interpolated from observed gravity values.
 AC4707
 AC4707;                    North         East    Units  Estimated Accuracy
 AC4707;SPC FL E     -    86,649.2     258,584.1     MT  (+/- 3 meters HH1 GPS) 
 AC4707
 AC4707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5856477751(NAD 83)
 AC4707
 AC4707                          SUPERSEDED SURVEY CONTROL
 AC4707
 AC4707  NGVD 29 (09/01/92)    2.136  (m)            7.01   (f) ADJUSTED    1 2
 AC4707
 AC4707.Superseded values are not recommended for survey control.
 AC4707
 AC4707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4707.See file dsdata.pdf to determine how the superseded data were derived.
 AC4707
 AC4707_MARKER: DB = BENCH MARK DISK
 AC4707_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4707_STAMPING: 3677 G 1987
 AC4707_MARK LOGO: NOS
 AC4707_PROJECTION: RECESSED 8 CENTIMETERS
 AC4707_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4707_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4707+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2018
 AC4707
 AC4707  HISTORY     - Date     Condition        Report By
 AC4707  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4707  HISTORY     - 19910123 GOOD             FLDNR
 AC4707  HISTORY     - 20180824 GOOD             FLDEP
 AC4707
 AC4707                          STATION DESCRIPTION
 AC4707
 AC4707'DESCRIBED BY FL DEPT OF NAT RES 1991
 AC4707'TO REACH THE MARK FROM THE POST OFFICE IN KEY LARGO, GO NORTHEAST ON
 AC4707'U.S. HIGHWAY 1 FOR 1.35 MI (2.17 KM) TO THE INTERSECTION OF SAMSON
 AC4707'ROAD, TURN RIGHT ON SAMSON ROAD AND GO EAST FOR 0.15 MI (0.24 KM) TO
 AC4707'THE MARK.  LOCATED 22.4 FT (6.8 M) NORTH OF THE CENTERLINE OF SAMSON
 AC4707'ROAD, 2.2 FT (0.7 M) NORTH OF A POWER POLE, 265 FT (80.8 M) EAST OF
 AC4707'THE EXTENDED MEDIAN AT THE NORTH ENTRANCE DRIVE TO K MART AND IS
 AC4707'APPROXIMATELY 430 FT (131.1 M) WEST OF BENCHMARK 3677 F 1987.  ROD
 AC4707'DEPTH UNKNOWN.
 AC4707
 AC4707                          STATION RECOVERY (2018)
 AC4707
 AC4707'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC4707'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3361 ***********************************************************************
 DR3361  DESIGNATION -  872 3677 H
 DR3361  PID         -  DR3361
 DR3361  STATE/COUNTY-  FL/MONROE
 DR3361  COUNTRY     -  US
 DR3361  USGS QUAD   -  ROCK HARBOR (2018)
 DR3361
 DR3361                         *CURRENT SURVEY CONTROL
 DR3361  ______________________________________________________________________
 DR3361* NAD 83(1986) POSITION- 25 07 15.69   (N) 080 24 58.73   (W)   HD_HELD1
 DR3361* NAVD 88 ORTHO HEIGHT -     3.449 (meters)       11.32  (feet) ADJUSTED
 DR3361  ______________________________________________________________________
 DR3361  GEOID HEIGHT    -        -24.351 (meters)                     GEOID18
 DR3361  DYNAMIC HEIGHT  -          3.443 (meters)       11.30  (feet) COMP
 DR3361  MODELED GRAVITY -    978,980.0   (mgal)                       NAVD 88
 DR3361
 DR3361  VERT ORDER      -  FIRST     CLASS II
 DR3361
 DR3361.The horizontal coordinates were determined by differentially corrected
 DR3361.hand held GPS observations or other comparable positioning techniques
 DR3361.and have an estimated accuracy of +/- 3 meters.
 DR3361
 DR3361.The orthometric height was determined by differential leveling and
 DR3361.adjusted by the NATIONAL GEODETIC SURVEY
 DR3361.in April 2020.
 DR3361
 DR3361.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3361.GEOID18 height accuracy estimate available here.
 DR3361
 DR3361.Click photographs - Photos may exist for this station.
 DR3361
 DR3361.The dynamic height is computed by dividing the NAVD 88
 DR3361.geopotential number by the normal gravity value computed on the
 DR3361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3361.degrees latitude (g = 980.6199 gals.).
 DR3361
 DR3361.The modeled gravity was interpolated from observed gravity values.
 DR3361
 DR3361;                    North         East    Units  Estimated Accuracy
 DR3361;SPC FL E     -    87,373.9     258,862.5     MT  (+/- 3 meters HH1 GPS) 
 DR3361
 DR3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5884278476(NAD 83)
 DR3361
 DR3361                          SUPERSEDED SURVEY CONTROL
 DR3361
 DR3361.No superseded survey control is available for this station.
 DR3361
 DR3361_MARKER: F = FLANGE-ENCASED ROD
 DR3361_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR3361+WITH SETTING: INFORMATION.
 DR3361_STAMPING: 3677 H 2018
 DR3361_MARK LOGO: NGS
 DR3361_PROJECTION: RECESSED 5 CENTIMETERS
 DR3361_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3361+SATELLITE: SATELLITE OBSERVATIONS - August 23, 2018
 DR3361_ROD/PIPE-DEPTH: 0.91 meters
 DR3361
 DR3361  HISTORY     - Date     Condition        Report By
 DR3361  HISTORY     - 20180823 MONUMENTED       FLDEP
 DR3361
 DR3361                          STATION DESCRIPTION
 DR3361
 DR3361'DESCRIBED BY FL DEPT OF ENV PRO 2018 (MAH)
 DR3361'THE MARK IS ABOUT 9.8 MI (15.8 KM) NORTHEAST OF TAVERNIER, 4.7 MI (7.6
 DR3361'KM) SOUTHWEST OF GARDEN COVE AND 4.1 MI (6.6 KM) NORTHEAST OF ROCK
 DR3361'HARBOR.
 DR3361'
 DR3361'TO REACH THE MARK FROM THE POST OFFICE AT THE JUNCTION OF U.S. HIGHWAY
 DR3361'1 (OVERSEAS HIGHWAY) AND SANCTUARY DRIVE IN KEY LARGO, GO NORTHEAST ON
 DR3361'U.S. HIGHWAY 1 (OVERSEAS HIGHWAY) FOR 1.95 MI (3.14 KM) TO THE
 DR3361'JUNCTION OF MAHOGANY DRIVE ON THE RIGHT AND THE MARK IN THE GRASS
 DR3361'MEDIAN, A STAINLESS STEEL ROD DRIVEN TO REFUSAL TO A DEPTH OF 3.0 FT
 DR3361'(0.9 M) WITH AN (NGS) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL
 DR3361'OF THE GROUND AND 2.0 FT (0.6 M) BELOW THE LEVEL OF U.S. HIGHWAY 1
 DR3361'(OVERSEAS HIGHWAY) SOUTHBOUND LANES, THE DATUM POINT IS RECESSED 0.6
 DR3361'FT (18 CM) BELOW THE LEVEL OF THE (NGS) LOGO CAP.
 DR3361'
 DR3361'LOCATED 71.0 FT (21.6 M) NORTH-NORTHWEST OF A CONCRETE POWER POLE
 DR3361'NUMBER B 3 142, 53.2 FT (16.2 M) NORTHEAST OF THE EXTENDED CENTERLINE
 DR3361'OF THE SOUTH ENTRANCE TO MURRAY E NELSON GOVERNMENT AND CULTURAL
 DR3361'CENTER LOCATED AT 102050 U.S. HIGHWAY 1 (OVERSEAS HIGHWAY), 35.3 FT
 DR3361'(10.8 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 1
 DR3361'(OVERSEAS HIGHWAY) SOUTHBOUND LANES, 28.0 FT (8.5 M) NORTHWEST OF THE
 DR3361'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 1 (OVERSEAS HIGHWAY) NORTHBOUND
 DR3361'LANES AND 5.7 FT (1.7 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DR3361'
 DR3361'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) (NGS)
 DR3361'LOGO CAP.
 DR3361'
 DR3361'NOTE-A MAGNET WAS PLACED INSIDE OF THE (NGS) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3296 ***********************************************************************
 AC3296  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3296  DESIGNATION -  872 3677 TIDAL 2
 AC3296  PID         -  AC3296
 AC3296  STATE/COUNTY-  FL/MONROE
 AC3296  COUNTRY     -  US
 AC3296  USGS QUAD   -  ROCK HARBOR (2018)
 AC3296
 AC3296                         *CURRENT SURVEY CONTROL
 AC3296  ______________________________________________________________________
 AC3296* NAD 83(1986) POSITION- 25 06 49.20   (N) 080 24 59.31   (W)   HD_HELD1
 AC3296* NAVD 88 ORTHO HEIGHT -     0.844 (meters)        2.77  (feet) ADJUSTED
 AC3296  ______________________________________________________________________
 AC3296  GEOID HEIGHT    -        -24.341 (meters)                     GEOID18
 AC3296  DYNAMIC HEIGHT  -          0.842 (meters)        2.76  (feet) COMP
 AC3296  MODELED GRAVITY -    978,979.5   (mgal)                       NAVD 88
 AC3296
 AC3296  VERT ORDER      -  FIRST     CLASS II
 AC3296
 AC3296.The horizontal coordinates were determined by differentially corrected
 AC3296.hand held GPS observations or other comparable positioning techniques
 AC3296.and have an estimated accuracy of +/- 3 meters.
 AC3296
 AC3296.The orthometric height was determined by differential leveling and
 AC3296.adjusted by the NATIONAL GEODETIC SURVEY
 AC3296.in April 2020.
 AC3296
 AC3296.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3296.GEOID18 height accuracy estimate available here.
 AC3296
 AC3296.This Tidal Bench Mark is designated as VM 15841
 AC3296.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3296
 AC3296.Click photographs - Photos may exist for this station.
 AC3296
 AC3296.The dynamic height is computed by dividing the NAVD 88
 AC3296.geopotential number by the normal gravity value computed on the
 AC3296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3296.degrees latitude (g = 980.6199 gals.).
 AC3296
 AC3296.The modeled gravity was interpolated from observed gravity values.
 AC3296
 AC3296;                    North         East    Units  Estimated Accuracy
 AC3296;SPC FL E     -    86,558.7     258,849.8     MT  (+/- 3 meters HH1 GPS) 
 AC3296
 AC3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5882977661(NAD 83)
 AC3296
 AC3296                          SUPERSEDED SURVEY CONTROL
 AC3296
 AC3296  NAVD 88 (06/15/91)    0.844  (m)            2.77   (f) SUPERSEDED  2 1
 AC3296  NGVD 29 (09/01/92)    1.323  (m)            4.34   (f) ADJUSTED    2 1
 AC3296
 AC3296.Superseded values are not recommended for survey control.
 AC3296
 AC3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3296.See file dsdata.pdf to determine how the superseded data were derived.
 AC3296
 AC3296_MARKER: DJ = TIDAL STATION DISK
 AC3296_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3296+WITH SETTING: PAVEMENT
 AC3296_SP_SET: GAS SIGN BASE
 AC3296_STAMPING: NO 2 1975
 AC3296_MARK LOGO: NOS
 AC3296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3296+STABILITY: SURFACE MOTION
 AC3296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3296+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2018
 AC3296
 AC3296  HISTORY     - Date     Condition        Report By
 AC3296  HISTORY     - 1975     MONUMENTED       NOS
 AC3296  HISTORY     - 1982     GOOD             FLDNR
 AC3296  HISTORY     - 20180824 GOOD             FLDEP
 AC3296
 AC3296                          STATION DESCRIPTION
 AC3296
 AC3296'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3296'1.75 MI NORTH FROM KEY LARGO.
 AC3296'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 1.75 MILES NORTH ON U.S.
 AC3296'HIGHWAY 1 TO THE ENTRANCE TO THE KEY LARGO KAMPGROUND, GO 0.4 MILE ON
 AC3296'THE DRIVE TO THE CAMPGROUND MARINA AND THE MARK.  THE MARK IS SET IN
 AC3296'THE BASE OF FINA GAS SIGN, 26 FEET SOUTH OF THE SOUTH CORNER OF THE
 AC3296'TACKLE SHOP, 5 FEET NORTHEAST OF THE SHORE SIDE END OF THE PIER.
 AC3296'THE MARK IS 0.5 FT ABOVE GROUND.
 AC3296
 AC3296                          STATION RECOVERY (2018)
 AC3296
 AC3296'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3296'RECOVERED IN GOOD CONDITION.
 AC3296'
 AC3296'NOTE-WITH THE FOLLOWING.  THE FINA GAS SIGN IS NO LONGER THERE BUT THE
 AC3296'CONCRETE SUPPORT BASE FOR SIGN STILL EXISTS.
 AC3296'
 AC3296'NOTE CONTACT AT KEY LARGO CAMPGROUND (305-451-1431) FOR ACCESS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3297 ***********************************************************************
 AC3297  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3297  DESIGNATION -  872 3677 TIDAL 3
 AC3297  PID         -  AC3297
 AC3297  STATE/COUNTY-  FL/MONROE
 AC3297  COUNTRY     -  US
 AC3297  USGS QUAD   -  ROCK HARBOR (2018)
 AC3297
 AC3297                         *CURRENT SURVEY CONTROL
 AC3297  ______________________________________________________________________
 AC3297* NAD 83(1986) POSITION- 25 06 48.15   (N) 080 24 58.74   (W)   HD_HELD1
 AC3297* NAVD 88 ORTHO HEIGHT -     0.349 (meters)        1.15  (feet) ADJUSTED
 AC3297  ______________________________________________________________________
 AC3297  GEOID HEIGHT    -        -24.341 (meters)                     GEOID18
 AC3297  DYNAMIC HEIGHT  -          0.348 (meters)        1.14  (feet) COMP
 AC3297  MODELED GRAVITY -    978,979.5   (mgal)                       NAVD 88
 AC3297
 AC3297  VERT ORDER      -  SECOND    CLASS I
 AC3297
 AC3297.The horizontal coordinates were determined by differentially corrected
 AC3297.hand held GPS observations or other comparable positioning techniques
 AC3297.and have an estimated accuracy of +/- 3 meters.
 AC3297
 AC3297.The orthometric height was determined by differential leveling and
 AC3297.adjusted by the NATIONAL GEODETIC SURVEY
 AC3297.in June 1991.
 AC3297
 AC3297.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3297.GEOID18 height accuracy estimate available here.
 AC3297
 AC3297.This Tidal Bench Mark is designated as VM 5955
 AC3297.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3297
 AC3297.Click photographs - Photos may exist for this station.
 AC3297
 AC3297.The dynamic height is computed by dividing the NAVD 88
 AC3297.geopotential number by the normal gravity value computed on the
 AC3297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3297.degrees latitude (g = 980.6199 gals.).
 AC3297
 AC3297.The modeled gravity was interpolated from observed gravity values.
 AC3297
 AC3297;                    North         East    Units  Estimated Accuracy
 AC3297;SPC FL E     -    86,526.5     258,865.9     MT  (+/- 3 meters HH1 GPS) 
 AC3297
 AC3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5884577628(NAD 83)
 AC3297
 AC3297                          SUPERSEDED SURVEY CONTROL
 AC3297
 AC3297  NGVD 29 (09/01/92)    0.827  (m)            2.71   (f) ADJUSTED    2 1
 AC3297
 AC3297.Superseded values are not recommended for survey control.
 AC3297
 AC3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3297.See file dsdata.pdf to determine how the superseded data were derived.
 AC3297
 AC3297_MARKER: DJ = TIDAL STATION DISK
 AC3297_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3297_SP_SET: BOAT RAMP
 AC3297_STAMPING: NO 3 1975
 AC3297_MARK LOGO: NOS
 AC3297_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3297+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2018
 AC3297
 AC3297  HISTORY     - Date     Condition        Report By
 AC3297  HISTORY     - 1975     MONUMENTED       NOS
 AC3297  HISTORY     - 1982     GOOD             FLDNR
 AC3297  HISTORY     - 20180824 GOOD             FLDEP
 AC3297
 AC3297                          STATION DESCRIPTION
 AC3297
 AC3297'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3297'1.75 MI NORTH FROM KEY LARGO.
 AC3297'BEGIN AT THE U.S. POST OFFICE IN KEY LARGO, GO 1.75 MILES NORTH ON
 AC3297'U.S. HIGHWAY 1 TO THE ENTRANCE TO THE KEY LARGO KAMPGROUND, GO 0.4
 AC3297'MILE ON THE DRIVE TO THE CAMPGROUND MARINA AND THE MARK.  THE MARK IS
 AC3297'SET FLUSH IN THE NORTHWEST CORNER OF THE CONCRETE BOAT RAMP ON THE
 AC3297'SOUTH SIDE OF A PAVILION.
 AC3297
 AC3297                          STATION RECOVERY (2018)
 AC3297
 AC3297'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3297'RECOVERED IN GOOD CONDITION.
 AC3297'
 AC3297'NOTE-CONTACT KEY LARGO CAMPGROUND (305-451-1431) FOR ACCESS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3298 ***********************************************************************
 AC3298  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3298  DESIGNATION -  872 3677 TIDAL 4
 AC3298  PID         -  AC3298
 AC3298  STATE/COUNTY-  FL/MONROE
 AC3298  COUNTRY     -  US
 AC3298  USGS QUAD   -  ROCK HARBOR (2018)
 AC3298
 AC3298                         *CURRENT SURVEY CONTROL
 AC3298  ______________________________________________________________________
 AC3298* NAD 83(1986) POSITION- 25 06 49.     (N) 080 24 59.     (W)   SCALED
 AC3298* NAVD 88 ORTHO HEIGHT -     1.654 (meters)        5.43  (feet) ADJUSTED
 AC3298  ______________________________________________________________________
 AC3298  GEOID HEIGHT    -        -24.341 (meters)                     GEOID18
 AC3298  DYNAMIC HEIGHT  -          1.651 (meters)        5.42  (feet) COMP
 AC3298  MODELED GRAVITY -    978,979.5   (mgal)                       NAVD 88
 AC3298
 AC3298  VERT ORDER      -  SECOND    CLASS I
 AC3298
 AC3298.The horizontal coordinates were scaled from a map and have
 AC3298.an estimated accuracy of +/- 6 seconds.
 AC3298
 AC3298.The orthometric height was determined by differential leveling and
 AC3298.adjusted by the NATIONAL GEODETIC SURVEY
 AC3298.in June 1991.
 AC3298
 AC3298.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3298.GEOID18 height accuracy estimate available here.
 AC3298
 AC3298.This Tidal Bench Mark is designated as VM 5956
 AC3298.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3298
 AC3298.Click photographs - Photos may exist for this station.
 AC3298
 AC3298.The dynamic height is computed by dividing the NAVD 88
 AC3298.geopotential number by the normal gravity value computed on the
 AC3298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3298.degrees latitude (g = 980.6199 gals.).
 AC3298
 AC3298.The modeled gravity was interpolated from observed gravity values.
 AC3298
 AC3298;                    North         East    Units  Estimated Accuracy
 AC3298;SPC FL E     -    86,550.      258,860.      MT  (+/- 180 meters Scaled)
 AC3298
 AC3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH588776(NAD 83)
 AC3298
 AC3298                          SUPERSEDED SURVEY CONTROL
 AC3298
 AC3298  NGVD 29 (09/01/92)    2.133  (m)            7.00   (f) ADJUSTED    2 1
 AC3298
 AC3298.Superseded values are not recommended for survey control.
 AC3298
 AC3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3298.See file dsdata.pdf to determine how the superseded data were derived.
 AC3298
 AC3298_MARKER: DJ = TIDAL STATION DISK
 AC3298_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3298_SP_SET: PORCH
 AC3298_STAMPING: NO 4 1975
 AC3298_MARK LOGO: NOS
 AC3298_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3298
 AC3298  HISTORY     - Date     Condition        Report By
 AC3298  HISTORY     - 1975     MONUMENTED       NOS
 AC3298  HISTORY     - 1982     GOOD             FLDNR
 AC3298  HISTORY     - 19901231 MARK NOT FOUND   USPSQD
 AC3298  HISTORY     - 20180824 MARK NOT FOUND   FLDEP
 AC3298
 AC3298                          STATION DESCRIPTION
 AC3298
 AC3298'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3298'1.75 MI NORTH FROM KEY LARGO.
 AC3298'BEGIN AT THE U.S. POST OFFICE IN KEY LARGO, GO 1.75 MILES NORTH ON
 AC3298'U.S. HIGHWAY 1 TO THE ENTRANCE TO THE KEY LARGO KAMPGROUND, GO 0.4
 AC3298'MILE ON THE DRIVE TO THE CAMPGROUND MARINA AND THE MARK.  THE MARK IS
 AC3298'SET IN THE TOP OF THE CONCRETE PORCH ON THE NORTH SIDE OF THE MENS
 AC3298'RESTROOM, 19.5 FEET NORTHWEST OF THE EAST CORNER OF THE BUILDING, 5
 AC3298'FEET SOUTHEAST OF THE NORTH CORNER OF THE BUILDING.
 AC3298'THE MARK IS 2 FT ABOVE GROUND.
 AC3298
 AC3298                          STATION RECOVERY (1990)
 AC3298
 AC3298'RECOVERY NOTE BY US POWER SQUADRON 1990 (LEM)
 AC3298'MARK NOT FOUND.
 AC3298
 AC3298                          STATION RECOVERY (2018)
 AC3298
 AC3298'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3298'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3343 ***********************************************************************
 AC3343  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3343  DESIGNATION -  872 3678 TIDAL 3
 AC3343  PID         -  AC3343
 AC3343  STATE/COUNTY-  FL/MONROE
 AC3343  COUNTRY     -  US
 AC3343  USGS QUAD   -  ROCK HARBOR (2018)
 AC3343
 AC3343                         *CURRENT SURVEY CONTROL
 AC3343  ______________________________________________________________________
 AC3343* NAD 83(1986) POSITION- 25 05 43.     (N) 080 26 35.     (W)   SCALED
 AC3343* NAVD 88 ORTHO HEIGHT -     1.273 (meters)        4.18  (feet) ADJUSTED
 AC3343  ______________________________________________________________________
 AC3343  GEOID HEIGHT    -        -24.232 (meters)                     GEOID18
 AC3343  DYNAMIC HEIGHT  -          1.270 (meters)        4.17  (feet) COMP
 AC3343  MODELED GRAVITY -    978,978.7   (mgal)                       NAVD 88
 AC3343
 AC3343  VERT ORDER      -  SECOND    CLASS I
 AC3343
 AC3343.The horizontal coordinates were scaled from a map and have
 AC3343.an estimated accuracy of +/- 6 seconds.
 AC3343
 AC3343.The orthometric height was determined by differential leveling and
 AC3343.adjusted by the NATIONAL GEODETIC SURVEY
 AC3343.in June 1991.
 AC3343
 AC3343.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3343.GEOID18 height accuracy estimate available here.
 AC3343
 AC3343.This Tidal Bench Mark is designated as VM 5961
 AC3343.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3343
 AC3343.Click photographs - Photos may exist for this station.
 AC3343
 AC3343.The dynamic height is computed by dividing the NAVD 88
 AC3343.geopotential number by the normal gravity value computed on the
 AC3343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3343.degrees latitude (g = 980.6199 gals.).
 AC3343
 AC3343.The modeled gravity was interpolated from observed gravity values.
 AC3343
 AC3343;                    North         East    Units  Estimated Accuracy
 AC3343;SPC FL E     -    84,510.      256,180.      MT  (+/- 180 meters Scaled)
 AC3343
 AC3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH561756(NAD 83)
 AC3343
 AC3343                          SUPERSEDED SURVEY CONTROL
 AC3343
 AC3343  NGVD 29 (09/01/92)    1.749  (m)            5.74   (f) ADJUSTED    2 1
 AC3343
 AC3343.Superseded values are not recommended for survey control.
 AC3343
 AC3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3343.See file dsdata.pdf to determine how the superseded data were derived.
 AC3343
 AC3343_MARKER: DJ = TIDAL STATION DISK
 AC3343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC3343_STAMPING: NO 3 1975
 AC3343_MARK LOGO: NOS
 AC3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3343+STABILITY: SURFACE MOTION
 AC3343
 AC3343  HISTORY     - Date     Condition        Report By
 AC3343  HISTORY     - 1975     MONUMENTED       NOS
 AC3343  HISTORY     - 1982     GOOD             FLDNR
 AC3343  HISTORY     - 20180825 MARK NOT FOUND   FLDEP
 AC3343
 AC3343                          STATION DESCRIPTION
 AC3343
 AC3343'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3343'IN KEY LARGO.
 AC3343'BEGIN AT THE JUNCTION OF OCEAN BAY DRIVE AND U.S. HIGHWAY 1 (ACROSS
 AC3343'FROM THE WALDORF PLAZA), IN KEY LARGO, GO 0.05 MILE NORTH ON OCEAN BAY
 AC3343'DRIVE TO BAYVIEW DRIVE, GO 0.1 MILE WEST ON BAYVIEW DRIVE TO ITS END
 AC3343'AND THE MARK.  THE MARK BEARS 57.6 FEET WEST OF THE NORTHWEST CORNER
 AC3343'OF THE LAST HOUSE ON THE SOUTH SIDE OF THE ROAD, 38.5 FEET SOUTH OF
 AC3343'THE CENTERLINE OF BAYVIEW DRIVE, 23.7 FEET SOUTH OF A METAL FENCE.
 AC3343'THE MARK IS ABOVE LEVEL WITH GROUND.
 AC3343
 AC3343                          STATION RECOVERY (2018)
 AC3343
 AC3343'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3343'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3342 ***********************************************************************
 AC3342  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3342  DESIGNATION -  872 3678 TIDAL 4
 AC3342  PID         -  AC3342
 AC3342  STATE/COUNTY-  FL/MONROE
 AC3342  COUNTRY     -  US
 AC3342  USGS QUAD   -  ROCK HARBOR (2018)
 AC3342
 AC3342                         *CURRENT SURVEY CONTROL
 AC3342  ______________________________________________________________________
 AC3342* NAD 83(1986) POSITION- 25 05 43.     (N) 080 26 35.     (W)   SCALED
 AC3342* NAVD 88 ORTHO HEIGHT -     2.067 (meters)        6.78  (feet) ADJUSTED
 AC3342  ______________________________________________________________________
 AC3342  GEOID HEIGHT    -        -24.232 (meters)                     GEOID18
 AC3342  DYNAMIC HEIGHT  -          2.064 (meters)        6.77  (feet) COMP
 AC3342  MODELED GRAVITY -    978,978.7   (mgal)                       NAVD 88
 AC3342
 AC3342  VERT ORDER      -  SECOND    CLASS I
 AC3342
 AC3342.The horizontal coordinates were scaled from a map and have
 AC3342.an estimated accuracy of +/- 6 seconds.
 AC3342
 AC3342.The orthometric height was determined by differential leveling and
 AC3342.adjusted by the NATIONAL GEODETIC SURVEY
 AC3342.in June 1991.
 AC3342
 AC3342.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3342.GEOID18 height accuracy estimate available here.
 AC3342
 AC3342.This Tidal Bench Mark is designated as VM 5962
 AC3342.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3342
 AC3342.Click photographs - Photos may exist for this station.
 AC3342
 AC3342.The dynamic height is computed by dividing the NAVD 88
 AC3342.geopotential number by the normal gravity value computed on the
 AC3342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3342.degrees latitude (g = 980.6199 gals.).
 AC3342
 AC3342.The modeled gravity was interpolated from observed gravity values.
 AC3342
 AC3342;                    North         East    Units  Estimated Accuracy
 AC3342;SPC FL E     -    84,510.      256,180.      MT  (+/- 180 meters Scaled)
 AC3342
 AC3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH561756(NAD 83)
 AC3342
 AC3342                          SUPERSEDED SURVEY CONTROL
 AC3342
 AC3342  NGVD 29 (09/01/92)    2.544  (m)            8.35   (f) ADJUSTED    2 1
 AC3342
 AC3342.Superseded values are not recommended for survey control.
 AC3342
 AC3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3342.See file dsdata.pdf to determine how the superseded data were derived.
 AC3342
 AC3342_MARKER: DJ = TIDAL STATION DISK
 AC3342_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3342_SP_SET: STEP
 AC3342_STAMPING: NO 4 1975
 AC3342_MARK LOGO: NOS
 AC3342_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3342
 AC3342  HISTORY     - Date     Condition        Report By
 AC3342  HISTORY     - 1975     MONUMENTED       NOS
 AC3342  HISTORY     - 1982     GOOD             FLDNR
 AC3342  HISTORY     - 20180804 MARK NOT FOUND   FLDEP
 AC3342
 AC3342                          STATION DESCRIPTION
 AC3342
 AC3342'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3342'IN KEY LARGO.
 AC3342'BEGIN AT THE JUNCTION OF OCEAN BAY DRIVE AND U.S. HIGHWAY 1 (ACROSS
 AC3342'FROM THE WALDORF PLAZA), IN KEY LARGO, GO 0.05 MILE NORTH ON OCEAN BAY
 AC3342'DRIVE TO BAYVIEW DRIVE, GO 0.1 MILE WEST ON BAYVIEW DRIVE TO ITS END
 AC3342'AND THE MARK.  THE MARK IS SET FLUSH IN THE CONCRETE STEP AT THE
 AC3342'ENTRANCE TO THE LAST HOUSE ON THE SOUTH SIDE OF BAYVIEW DRIVE, 24.9
 AC3342'FEET SOUTH OF THE CENTERLINE OF BAYVIEW DRIVE.
 AC3342
 AC3342                          STATION RECOVERY (2018)
 AC3342
 AC3342'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3342'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3344 ***********************************************************************
 AC3344  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3344  DESIGNATION -  872 3678 TIDAL 5
 AC3344  PID         -  AC3344
 AC3344  STATE/COUNTY-  FL/MONROE
 AC3344  COUNTRY     -  US
 AC3344  USGS QUAD   -  ROCK HARBOR (2018)
 AC3344
 AC3344                         *CURRENT SURVEY CONTROL
 AC3344  ______________________________________________________________________
 AC3344* NAD 83(1986) POSITION- 25 05 41.62   (N) 080 26 34.14   (W)   HD_HELD1
 AC3344* NAVD 88 ORTHO HEIGHT -     1.898 (meters)        6.23  (feet) ADJUSTED
 AC3344  ______________________________________________________________________
 AC3344  GEOID HEIGHT    -        -24.233 (meters)                     GEOID18
 AC3344  DYNAMIC HEIGHT  -          1.894 (meters)        6.21  (feet) COMP
 AC3344  MODELED GRAVITY -    978,978.7   (mgal)                       NAVD 88
 AC3344
 AC3344  VERT ORDER      -  SECOND    CLASS I
 AC3344
 AC3344.The horizontal coordinates were determined by differentially corrected
 AC3344.hand held GPS observations or other comparable positioning techniques
 AC3344.and have an estimated accuracy of +/- 3 meters.
 AC3344
 AC3344.The orthometric height was determined by differential leveling and
 AC3344.adjusted by the NATIONAL GEODETIC SURVEY
 AC3344.in June 1991.
 AC3344
 AC3344.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3344.GEOID18 height accuracy estimate available here.
 AC3344
 AC3344.This Tidal Bench Mark is designated as VM 5963
 AC3344.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3344
 AC3344.Click photographs - Photos may exist for this station.
 AC3344
 AC3344.The dynamic height is computed by dividing the NAVD 88
 AC3344.geopotential number by the normal gravity value computed on the
 AC3344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3344.degrees latitude (g = 980.6199 gals.).
 AC3344
 AC3344.The modeled gravity was interpolated from observed gravity values.
 AC3344
 AC3344;                    North         East    Units  Estimated Accuracy
 AC3344;SPC FL E     -    84,468.0     256,201.7     MT  (+/- 3 meters HH1 GPS) 
 AC3344
 AC3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5618275571(NAD 83)
 AC3344
 AC3344                          SUPERSEDED SURVEY CONTROL
 AC3344
 AC3344  NGVD 29 (09/01/92)    2.374  (m)            7.79   (f) ADJUSTED    2 1
 AC3344
 AC3344.Superseded values are not recommended for survey control.
 AC3344
 AC3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3344.See file dsdata.pdf to determine how the superseded data were derived.
 AC3344
 AC3344_MARKER: DJ = TIDAL STATION DISK
 AC3344_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3344_SP_SET: CARPORT
 AC3344_STAMPING: NO 5 1975
 AC3344_MARK LOGO: NOS
 AC3344_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3344_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3344_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3344+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2018
 AC3344
 AC3344  HISTORY     - Date     Condition        Report By
 AC3344  HISTORY     - 1975     MONUMENTED       NOS
 AC3344  HISTORY     - 1982     GOOD             FLDNR
 AC3344  HISTORY     - 20180824 GOOD             FLDEP
 AC3344
 AC3344                          STATION DESCRIPTION
 AC3344
 AC3344'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3344'IN KEY LARGO.
 AC3344'BEGIN AT THE JUNCTION OF OCEAN BAY DRIVE AND U.S. HIGHWAY 1 (ACROSS
 AC3344'FROM THE WALDORF PLAZA), IN KEY LARGO, GO 0.05 MILE NORTH ON OCEAN BAY
 AC3344'DRIVE TO BAYVIEW DRIVE, GO 0.1 MILE WEST ON BAYVIEW DRIVE TO ITS END
 AC3344'AND THE MARK.  THE MARK IS SET FLUSH IN THE SOUTHEAST CORNER OF THE
 AC3344'CARPORT OF THE LAST HOUSE ON THE NORTH SIDE OF BAYVIEW DRIVE.
 AC3344
 AC3344                          STATION RECOVERY (2018)
 AC3344
 AC3344'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3344'RECOVERED IN GOOD CONDITION WITH THIS ADDITION.
 AC3344'
 AC3344'THE MARK WAS NOT LEVELED TO AT THIS TIME DUE TO THE FACT THAT THE ROD
 AC3344'WOULD NO FIT BENEATH THE CARPORT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3349 ***********************************************************************
 AC3349  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3349  DESIGNATION -  872 3688 TIDAL 1 A ERBA
 AC3349  PID         -  AC3349
 AC3349  STATE/COUNTY-  FL/MONROE
 AC3349  COUNTRY     -  US
 AC3349  USGS QUAD   -  ROCK HARBOR (2018)
 AC3349
 AC3349                         *CURRENT SURVEY CONTROL
 AC3349  ______________________________________________________________________
 AC3349* NAD 83(1986) POSITION- 25 04 55.     (N) 080 26 47.     (W)   SCALED
 AC3349* NAVD 88 ORTHO HEIGHT -     0.470 (meters)        1.54  (feet) ADJUSTED
 AC3349  ______________________________________________________________________
 AC3349  GEOID HEIGHT    -        -24.204 (meters)                     GEOID18
 AC3349  DYNAMIC HEIGHT  -          0.470 (meters)        1.54  (feet) COMP
 AC3349  MODELED GRAVITY -    978,977.9   (mgal)                       NAVD 88
 AC3349
 AC3349  VERT ORDER      -  SECOND    CLASS I
 AC3349
 AC3349.The horizontal coordinates were scaled from a map and have
 AC3349.an estimated accuracy of +/- 6 seconds.
 AC3349
 AC3349.The orthometric height was determined by differential leveling and
 AC3349.adjusted by the NATIONAL GEODETIC SURVEY
 AC3349.in June 1991.
 AC3349
 AC3349.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3349.GEOID18 height accuracy estimate available here.
 AC3349
 AC3349.This Tidal Bench Mark is designated as VM 5964
 AC3349.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3349
 AC3349.Click photographs - Photos may exist for this station.
 AC3349
 AC3349.The dynamic height is computed by dividing the NAVD 88
 AC3349.geopotential number by the normal gravity value computed on the
 AC3349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3349.degrees latitude (g = 980.6199 gals.).
 AC3349
 AC3349.The modeled gravity was interpolated from observed gravity values.
 AC3349
 AC3349;                    North         East    Units  Estimated Accuracy
 AC3349;SPC FL E     -    83,030.      255,850.      MT  (+/- 180 meters Scaled)
 AC3349
 AC3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH558741(NAD 83)
 AC3349
 AC3349                          SUPERSEDED SURVEY CONTROL
 AC3349
 AC3349  NGVD 29 (09/01/92)    0.946  (m)            3.10   (f) ADJUSTED    2 1
 AC3349
 AC3349.Superseded values are not recommended for survey control.
 AC3349
 AC3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3349.See file dsdata.pdf to determine how the superseded data were derived.
 AC3349
 AC3349_MARKER: DD = SURVEY DISK
 AC3349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC3349_STAMPING: TIDAL BM 1A
 AC3349_MARK LOGO: ERBRWN
 AC3349_PROJECTION: FLUSH
 AC3349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3349+STABILITY: SURFACE MOTION
 AC3349
 AC3349  HISTORY     - Date     Condition        Report By
 AC3349  HISTORY     - UNK      MONUMENTED       LOCSUR
 AC3349  HISTORY     - 1982     GOOD             FLDNR
 AC3349
 AC3349                          STATION DESCRIPTION
 AC3349
 AC3349'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3349'IN KEY LARGO.
 AC3349'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3349'HIGHWAY 1) IN KEY LARGO, GO 0.7 MILE SOUTH ON OCEAN BAY DRIVE TO A
 AC3349'DIRT ROAD, GO 0.25 MILE WEST ON THE DIRT ROAD TO ITS END AND THE
 AC3349'MARK.  THE MARK BEARS 133.4 FEET SOUTH OF THE EXTENDED CENTERLINE OF
 AC3349'THE ROAD, 70 FEET NORTH OF THE SOUTH END OF THE CANA , 7.5 FEET EAST
 AC3349'OF THE EAST EDGE OF THE CANAL, 56.4 FEET NORTHWEST OF BENCH MARK
 AC3349'TIDAL BM-2A, 123.4 FEET SOUTH OF BENCH MARK TIDAL BM 3X.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3348 ***********************************************************************
 AC3348  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3348  DESIGNATION -  872 3688 TIDAL 2 A
 AC3348  PID         -  AC3348
 AC3348  STATE/COUNTY-  FL/MONROE
 AC3348  COUNTRY     -  US
 AC3348  USGS QUAD   -  ROCK HARBOR (2018)
 AC3348
 AC3348                         *CURRENT SURVEY CONTROL
 AC3348  ______________________________________________________________________
 AC3348* NAD 83(1986) POSITION- 25 04 55.     (N) 080 26 47.     (W)   SCALED
 AC3348* NAVD 88 ORTHO HEIGHT -     0.429 (meters)        1.41  (feet) ADJUSTED
 AC3348  ______________________________________________________________________
 AC3348  GEOID HEIGHT    -        -24.204 (meters)                     GEOID18
 AC3348  DYNAMIC HEIGHT  -          0.428 (meters)        1.40  (feet) COMP
 AC3348  MODELED GRAVITY -    978,977.9   (mgal)                       NAVD 88
 AC3348
 AC3348  VERT ORDER      -  SECOND    CLASS I
 AC3348
 AC3348.The horizontal coordinates were scaled from a map and have
 AC3348.an estimated accuracy of +/- 6 seconds.
 AC3348
 AC3348.The orthometric height was determined by differential leveling and
 AC3348.adjusted by the NATIONAL GEODETIC SURVEY
 AC3348.in June 1991.
 AC3348
 AC3348.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3348.GEOID18 height accuracy estimate available here.
 AC3348
 AC3348.This Tidal Bench Mark is designated as VM 5965
 AC3348.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3348
 AC3348.Click photographs - Photos may exist for this station.
 AC3348
 AC3348.The dynamic height is computed by dividing the NAVD 88
 AC3348.geopotential number by the normal gravity value computed on the
 AC3348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3348.degrees latitude (g = 980.6199 gals.).
 AC3348
 AC3348.The modeled gravity was interpolated from observed gravity values.
 AC3348
 AC3348;                    North         East    Units  Estimated Accuracy
 AC3348;SPC FL E     -    83,030.      255,850.      MT  (+/- 180 meters Scaled)
 AC3348
 AC3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH558741(NAD 83)
 AC3348
 AC3348                          SUPERSEDED SURVEY CONTROL
 AC3348
 AC3348  NGVD 29 (09/01/92)    0.904  (m)            2.97   (f) ADJUSTED    2 1
 AC3348
 AC3348.Superseded values are not recommended for survey control.
 AC3348
 AC3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3348.See file dsdata.pdf to determine how the superseded data were derived.
 AC3348
 AC3348_MARKER: DD = SURVEY DISK
 AC3348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC3348_STAMPING: TIDAL BM-2A
 AC3348_MARK LOGO: ERBRWN
 AC3348_PROJECTION: FLUSH
 AC3348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3348+STABILITY: SURFACE MOTION
 AC3348
 AC3348  HISTORY     - Date     Condition        Report By
 AC3348  HISTORY     - UNK      MONUMENTED       LOCSUR
 AC3348  HISTORY     - 1982     GOOD             FLDNR
 AC3348  HISTORY     - 20180907 MARK NOT FOUND   FLDEP
 AC3348
 AC3348                          STATION DESCRIPTION
 AC3348
 AC3348'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3348'IN KEY LARGO.
 AC3348'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3348'HIGHWAY 1) IN KEY LARGO, GO 0.7 MILE SOUTH ON OCEAN BAY DRIVE TO A
 AC3348'DIRT ROAD, GO 0.25 MILE WEST ON THE DIRT ROAD TO ITS END AT A FILLED
 AC3348'AREA AND THE MARK.  THE MARK, AN E.R. BROWNELL AND ASSOC. SURVEY DISK,
 AC3348'BEARS 6 FEET NORTH OF THE SOUTH EDGE OF THE FILL, 56.4 FEET SOUTHEAST
 AC3348'OF BENCH MARK TIDAL BM 1A, 205 FEET SOUTH OF THE EXTENDED CENTERLINE
 AC3348'OF THE DIRT ROAD.
 AC3348
 AC3348                          STATION RECOVERY (2018)
 AC3348
 AC3348'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3348'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3350 ***********************************************************************
 AC3350  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3350  DESIGNATION -  872 3688 TIDAL 3 X ERBA
 AC3350  PID         -  AC3350
 AC3350  STATE/COUNTY-  FL/MONROE
 AC3350  COUNTRY     -  US
 AC3350  USGS QUAD   -  ROCK HARBOR (2018)
 AC3350
 AC3350                         *CURRENT SURVEY CONTROL
 AC3350  ______________________________________________________________________
 AC3350* NAD 83(1986) POSITION- 25 04 55.     (N) 080 26 47.     (W)   SCALED
 AC3350* NAVD 88 ORTHO HEIGHT -     0.441 (meters)        1.45  (feet) ADJUSTED
 AC3350  ______________________________________________________________________
 AC3350  GEOID HEIGHT    -        -24.204 (meters)                     GEOID18
 AC3350  DYNAMIC HEIGHT  -          0.440 (meters)        1.44  (feet) COMP
 AC3350  MODELED GRAVITY -    978,977.9   (mgal)                       NAVD 88
 AC3350
 AC3350  VERT ORDER      -  SECOND    CLASS I
 AC3350
 AC3350.The horizontal coordinates were scaled from a map and have
 AC3350.an estimated accuracy of +/- 6 seconds.
 AC3350
 AC3350.The orthometric height was determined by differential leveling and
 AC3350.adjusted by the NATIONAL GEODETIC SURVEY
 AC3350.in June 1991.
 AC3350
 AC3350.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3350.GEOID18 height accuracy estimate available here.
 AC3350
 AC3350.This Tidal Bench Mark is designated as VM 5966
 AC3350.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3350
 AC3350.Click photographs - Photos may exist for this station.
 AC3350
 AC3350.The dynamic height is computed by dividing the NAVD 88
 AC3350.geopotential number by the normal gravity value computed on the
 AC3350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3350.degrees latitude (g = 980.6199 gals.).
 AC3350
 AC3350.The modeled gravity was interpolated from observed gravity values.
 AC3350
 AC3350;                    North         East    Units  Estimated Accuracy
 AC3350;SPC FL E     -    83,030.      255,850.      MT  (+/- 180 meters Scaled)
 AC3350
 AC3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH558741(NAD 83)
 AC3350
 AC3350                          SUPERSEDED SURVEY CONTROL
 AC3350
 AC3350  NGVD 29 (09/01/92)    0.916  (m)            3.01   (f) ADJUSTED    2 1
 AC3350
 AC3350.Superseded values are not recommended for survey control.
 AC3350
 AC3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3350.See file dsdata.pdf to determine how the superseded data were derived.
 AC3350
 AC3350_MARKER: DD = SURVEY DISK
 AC3350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC3350_STAMPING: TIDAL BM 3X
 AC3350_MARK LOGO: ERBRWN
 AC3350_PROJECTION: FLUSH
 AC3350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3350+STABILITY: SURFACE MOTION
 AC3350
 AC3350  HISTORY     - Date     Condition        Report By
 AC3350  HISTORY     - UNK      MONUMENTED       LOCSUR
 AC3350  HISTORY     - 1982     GOOD             FLDNR
 AC3350
 AC3350                          STATION DESCRIPTION
 AC3350
 AC3350'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3350'IN KEY LARGO.
 AC3350'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3350'HIGHWAY 1) IN KEY LARGO, GO 0.7 MILE SOUTH ON OCEAN BAY DRIVE TO A
 AC3350'DIRT ROAD, GO 0.25 MILE WEST ON THE DIRT ROAD TO ITS END AT A FILLED
 AC3350'AREA AND THE MARK.  THE MARK, AN E.R. BROWNELL AND ASSOC. SURVEY DISK,
 AC3350'BEARS 8 FEET EAST OF THE EAST EDGE OF THE CANAL, 10 FEET SOUTH OF THE
 AC3350'EXTENDED CENTERLINE OF THE DIRT ROAD, 123.4 FEET NORTH OF BENCH MARK
 AC3350'TIDAL BM 1A.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4717 ***********************************************************************
 AC4717  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4717  DESIGNATION -  872 3689 F TIDAL
 AC4717  PID         -  AC4717
 AC4717  STATE/COUNTY-  FL/MONROE
 AC4717  COUNTRY     -  US
 AC4717  USGS QUAD   -  ROCK HARBOR (2018)
 AC4717
 AC4717                         *CURRENT SURVEY CONTROL
 AC4717  ______________________________________________________________________
 AC4717* NAD 83(1986) POSITION- 25 04 54.     (N) 080 26 35.     (W)   SCALED
 AC4717* NAVD 88 ORTHO HEIGHT -     0.114 (meters)        0.37  (feet) ADJUSTED
 AC4717  ______________________________________________________________________
 AC4717  GEOID HEIGHT    -        -24.213 (meters)                     GEOID18
 AC4717  DYNAMIC HEIGHT  -          0.113 (meters)        0.37  (feet) COMP
 AC4717  MODELED GRAVITY -    978,977.9   (mgal)                       NAVD 88
 AC4717
 AC4717  VERT ORDER      -  FIRST     CLASS II
 AC4717
 AC4717.The horizontal coordinates were scaled from a map and have
 AC4717.an estimated accuracy of +/- 6 seconds.
 AC4717
 AC4717.The orthometric height was determined by differential leveling and
 AC4717.adjusted by the NATIONAL GEODETIC SURVEY
 AC4717.in May 1994.
 AC4717
 AC4717.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4717.GEOID18 height accuracy estimate available here.
 AC4717
 AC4717.This Tidal Bench Mark is designated as VM 17187
 AC4717.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4717
 AC4717.Click photographs - Photos may exist for this station.
 AC4717
 AC4717.The dynamic height is computed by dividing the NAVD 88
 AC4717.geopotential number by the normal gravity value computed on the
 AC4717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4717.degrees latitude (g = 980.6199 gals.).
 AC4717
 AC4717.The modeled gravity was interpolated from observed gravity values.
 AC4717
 AC4717;                    North         East    Units  Estimated Accuracy
 AC4717;SPC FL E     -    83,000.      256,180.      MT  (+/- 180 meters Scaled)
 AC4717
 AC4717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH561741(NAD 83)
 AC4717
 AC4717                          SUPERSEDED SURVEY CONTROL
 AC4717
 AC4717  NGVD 29 (09/01/92)    0.589  (m)            1.93   (f) ADJUSTED    1 2
 AC4717
 AC4717.Superseded values are not recommended for survey control.
 AC4717
 AC4717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4717.See file dsdata.pdf to determine how the superseded data were derived.
 AC4717
 AC4717_MARKER: DJ = TIDAL STATION DISK
 AC4717_SETTING: 66 = SET IN ROCK OUTCROP
 AC4717_STAMPING: 3689 F 1987
 AC4717_MARK LOGO: NOS
 AC4717_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC4717+STABILITY: POSITION/ELEVATION WELL
 AC4717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4717+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AC4717
 AC4717  HISTORY     - Date     Condition        Report By
 AC4717  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4717  HISTORY     - 20180907 MARK NOT FOUND   FLDEP
 AC4717
 AC4717                          STATION DESCRIPTION
 AC4717
 AC4717'DESCRIBED BY FL DEPT OF NAT RES 1987
 AC4717'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 NORTHBOUND
 AC4717'AND OCEAN BAY DRIVE IN KEY LARGO, GO SOUTH ON OCEAN BAY DRIVE FOR
 AC4717'0.70 MI (1.13 KM) TO THE INTERSECTION OF SOUTH OCEAN SHORES DRIVE,
 AC4717'TURN RIGHT (WEST) ON SOUTH OCEAN SHORES DRIVE FOR 0.1 MI (0.2 KM) TO
 AC4717'THE DEAD END AND THE MARK, SET IN BEDROCK.  LOCATED 44 FT (13.4 M)
 AC4717'SOUTH OF THE CENTERLINE OF SOUTH OCEAN BAY DRIVE, 83.4 FT (25.4 M)
 AC4717'NORTH OF THE SOUTHWEST CORNER OF A CHAIN LINK FENCE, 47.3 FT (14.4 M)
 AC4717'SOUTHWEST OF A POWER POLE AND 131.5 FT (40.1 M) SOUTH SOUTHEAST OF
 AC4717'BENCH MARK 3689 G.
 AC4717
 AC4717                          STATION RECOVERY (2018)
 AC4717
 AC4717'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC4717'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4718 ***********************************************************************
 AC4718  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4718  DESIGNATION -  872 3689 G TIDAL
 AC4718  PID         -  AC4718
 AC4718  STATE/COUNTY-  FL/MONROE
 AC4718  COUNTRY     -  US
 AC4718  USGS QUAD   -  ROCK HARBOR (2018)
 AC4718
 AC4718                         *CURRENT SURVEY CONTROL
 AC4718  ______________________________________________________________________
 AC4718* NAD 83(1986) POSITION- 25 04 55.     (N) 080 26 35.     (W)   SCALED
 AC4718* NAVD 88 ORTHO HEIGHT -    -0.153 (meters)       -0.50  (feet) ADJUSTED
 AC4718  ______________________________________________________________________
 AC4718  GEOID HEIGHT    -        -24.214 (meters)                     GEOID18
 AC4718  DYNAMIC HEIGHT  -         -0.153 (meters)       -0.50  (feet) COMP
 AC4718  MODELED GRAVITY -    978,977.9   (mgal)                       NAVD 88
 AC4718
 AC4718  VERT ORDER      -  FIRST     CLASS II
 AC4718
 AC4718.The horizontal coordinates were scaled from a map and have
 AC4718.an estimated accuracy of +/- 6 seconds.
 AC4718
 AC4718.The orthometric height was determined by differential leveling and
 AC4718.adjusted by the NATIONAL GEODETIC SURVEY
 AC4718.in May 1994.
 AC4718
 AC4718.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4718.GEOID18 height accuracy estimate available here.
 AC4718
 AC4718.This Tidal Bench Mark is designated as VM 17188
 AC4718.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4718
 AC4718.Click photographs - Photos may exist for this station.
 AC4718
 AC4718.The dynamic height is computed by dividing the NAVD 88
 AC4718.geopotential number by the normal gravity value computed on the
 AC4718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4718.degrees latitude (g = 980.6199 gals.).
 AC4718
 AC4718.The modeled gravity was interpolated from observed gravity values.
 AC4718
 AC4718;                    North         East    Units  Estimated Accuracy
 AC4718;SPC FL E     -    83,030.      256,180.      MT  (+/- 180 meters Scaled)
 AC4718
 AC4718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH561741(NAD 83)
 AC4718
 AC4718                          SUPERSEDED SURVEY CONTROL
 AC4718
 AC4718  NGVD 29 (09/01/92)    0.323  (m)            1.06   (f) ADJUSTED    1 2
 AC4718
 AC4718.Superseded values are not recommended for survey control.
 AC4718
 AC4718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4718.See file dsdata.pdf to determine how the superseded data were derived.
 AC4718
 AC4718_MARKER: DJ = TIDAL STATION DISK
 AC4718_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4718_STAMPING: 3689 G 1987
 AC4718_MARK LOGO: NOS
 AC4718_PROJECTION: PROJECTING 8 CENTIMETERS
 AC4718_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4718+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AC4718_ROD/PIPE-DEPTH: 6 meters
 AC4718
 AC4718  HISTORY     - Date     Condition        Report By
 AC4718  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4718  HISTORY     - 20180907 MARK NOT FOUND   FLDEP
 AC4718
 AC4718                          STATION DESCRIPTION
 AC4718
 AC4718'DESCRIBED BY FL DEPT OF NAT RES 1987
 AC4718'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 NORTHBOUND
 AC4718'AND OCEAN BAY DRIVE IN KEY LARGO, GO SOUTH ON OCEAN BAY DRIVE FOR
 AC4718'0.70 MI (1.13 KM) TO THE INTERSECTION OF SOUTH OCEAN BAY SHORES
 AC4718'DRIVE, TURN RIGHT (WEST) AND GO FOR 0.1 MI (0.2 KM) ON SOUTH OCEAN
 AC4718'BAY SHORES DRIVE TO THE DEAD END AND THE MARK, SET AT THE EDGE OF THE
 AC4718'MANGROVES.  LOCATED 114.1 FT (34.8 M) NORTHWEST OF THE CENTERLINE OF
 AC4718'SOUTH OCEAN BAY SHORES DRIVE AT THE DEAD END, 185.4 FT (56.5 M)
 AC4718'NORTHWEST OF A POWER POLE AND 131.5 FT (40.1 M) NORTH NORTHWEST OF
 AC4718'BENCHMARK 3689 F.
 AC4718
 AC4718                          STATION RECOVERY (2018)
 AC4718
 AC4718'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC4718'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4719 ***********************************************************************
 AC4719  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4719  DESIGNATION -  872 3689 H TIDAL
 AC4719  PID         -  AC4719
 AC4719  STATE/COUNTY-  FL/MONROE
 AC4719  COUNTRY     -  US
 AC4719  USGS QUAD   -  ROCK HARBOR (2018)
 AC4719
 AC4719                         *CURRENT SURVEY CONTROL
 AC4719  ______________________________________________________________________
 AC4719* NAD 83(1986) POSITION- 25 04 51.     (N) 080 26 30.     (W)   SCALED
 AC4719* NAVD 88 ORTHO HEIGHT -     0.361 (meters)        1.18  (feet) ADJUSTED
 AC4719  ______________________________________________________________________
 AC4719  GEOID HEIGHT    -        -24.217 (meters)                     GEOID18
 AC4719  DYNAMIC HEIGHT  -          0.360 (meters)        1.18  (feet) COMP
 AC4719  MODELED GRAVITY -    978,977.8   (mgal)                       NAVD 88
 AC4719
 AC4719  VERT ORDER      -  FIRST     CLASS II
 AC4719
 AC4719.The horizontal coordinates were scaled from a map and have
 AC4719.an estimated accuracy of +/- 6 seconds.
 AC4719
 AC4719.The orthometric height was determined by differential leveling and
 AC4719.adjusted by the NATIONAL GEODETIC SURVEY
 AC4719.in May 1994.
 AC4719
 AC4719.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4719.GEOID18 height accuracy estimate available here.
 AC4719
 AC4719.This Tidal Bench Mark is designated as VM 17189
 AC4719.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4719
 AC4719.Click photographs - Photos may exist for this station.
 AC4719
 AC4719.The dynamic height is computed by dividing the NAVD 88
 AC4719.geopotential number by the normal gravity value computed on the
 AC4719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4719.degrees latitude (g = 980.6199 gals.).
 AC4719
 AC4719.The modeled gravity was interpolated from observed gravity values.
 AC4719
 AC4719;                    North         East    Units  Estimated Accuracy
 AC4719;SPC FL E     -    82,910.      256,320.      MT  (+/- 180 meters Scaled)
 AC4719
 AC4719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH563740(NAD 83)
 AC4719
 AC4719                          SUPERSEDED SURVEY CONTROL
 AC4719
 AC4719  NGVD 29 (09/01/92)    0.836  (m)            2.74   (f) ADJUSTED    1 2
 AC4719
 AC4719.Superseded values are not recommended for survey control.
 AC4719
 AC4719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4719.See file dsdata.pdf to determine how the superseded data were derived.
 AC4719
 AC4719_MARKER: DJ = TIDAL STATION DISK
 AC4719_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4719_STAMPING: 3689 H 1987
 AC4719_MARK LOGO: NOS
 AC4719_PROJECTION: PROJECTING 8 CENTIMETERS
 AC4719_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4719+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AC4719_ROD/PIPE-DEPTH: 5 meters
 AC4719
 AC4719  HISTORY     - Date     Condition        Report By
 AC4719  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4719  HISTORY     - 20050616 GOOD             PB
 AC4719  HISTORY     - 20180907 MARK NOT FOUND   FLDEP
 AC4719
 AC4719                          STATION DESCRIPTION
 AC4719
 AC4719'DESCRIBED BY FL DEPT OF NAT RES 1987
 AC4719'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 NORTHBOUND
 AC4719'AND OCEAN BAY DRIVE IN KEY LARGO, GO SOUTH ON OCEAN BAY DRIVE FOR
 AC4719'0.75 MI (1.21 KM) TO THE MARK AT THE INTERSECTION OF THE ROAD TO
 AC4719'KAWANA YACHT CLUB ROAD.  LOCATED 18.5 FT (5.6 M) WEST OF THE
 AC4719'CENTERLINE OF OCEAN BAY DRIVE AND 35.4 FT (10.8 M) SOUTH OF THE
 AC4719'CENTERLINE OF KAWANA YACHT CLUB ROAD.
 AC4719
 AC4719                          STATION RECOVERY (2005)
 AC4719
 AC4719'RECOVERY NOTE BY PBS&J 2005 (DWD)
 AC4719'RECOVERED IN GOOD CONDITION.
 AC4719
 AC4719                          STATION RECOVERY (2018)
 AC4719
 AC4719'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC4719'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3346 ***********************************************************************
 AC3346  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3346  DESIGNATION -  872 3689 TIDAL 2
 AC3346  PID         -  AC3346
 AC3346  STATE/COUNTY-  FL/MONROE
 AC3346  COUNTRY     -  US
 AC3346  USGS QUAD   -  ROCK HARBOR (2018)
 AC3346
 AC3346                         *CURRENT SURVEY CONTROL
 AC3346  ______________________________________________________________________
 AC3346* NAD 83(1986) POSITION- 25 04 55.     (N) 080 26 47.     (W)   SCALED
 AC3346* NAVD 88 ORTHO HEIGHT -     0.300 (meters)        0.98  (feet) ADJUSTED
 AC3346  ______________________________________________________________________
 AC3346  GEOID HEIGHT    -        -24.204 (meters)                     GEOID18
 AC3346  DYNAMIC HEIGHT  -          0.299 (meters)        0.98  (feet) COMP
 AC3346  MODELED GRAVITY -    978,977.9   (mgal)                       NAVD 88
 AC3346
 AC3346  VERT ORDER      -  SECOND    CLASS I
 AC3346
 AC3346.The horizontal coordinates were scaled from a map and have
 AC3346.an estimated accuracy of +/- 6 seconds.
 AC3346
 AC3346.The orthometric height was determined by differential leveling and
 AC3346.adjusted by the NATIONAL GEODETIC SURVEY
 AC3346.in June 1991.
 AC3346
 AC3346.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3346.GEOID18 height accuracy estimate available here.
 AC3346
 AC3346.This Tidal Bench Mark is designated as VM 5969
 AC3346.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3346
 AC3346.Click photographs - Photos may exist for this station.
 AC3346
 AC3346.The dynamic height is computed by dividing the NAVD 88
 AC3346.geopotential number by the normal gravity value computed on the
 AC3346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3346.degrees latitude (g = 980.6199 gals.).
 AC3346
 AC3346.The modeled gravity was interpolated from observed gravity values.
 AC3346
 AC3346;                    North         East    Units  Estimated Accuracy
 AC3346;SPC FL E     -    83,030.      255,850.      MT  (+/- 180 meters Scaled)
 AC3346
 AC3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH558741(NAD 83)
 AC3346
 AC3346                          SUPERSEDED SURVEY CONTROL
 AC3346
 AC3346  NGVD 29 (09/01/92)    0.775  (m)            2.54   (f) ADJUSTED    2 1
 AC3346
 AC3346.Superseded values are not recommended for survey control.
 AC3346
 AC3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3346.See file dsdata.pdf to determine how the superseded data were derived.
 AC3346
 AC3346_MARKER: DJ = TIDAL STATION DISK
 AC3346_SETTING: 66 = SET IN ROCK OUTCROP
 AC3346_STAMPING: NO 2 1975
 AC3346_MARK LOGO: NOS
 AC3346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3346+STABILITY: POSITION/ELEVATION WELL
 AC3346
 AC3346  HISTORY     - Date     Condition        Report By
 AC3346  HISTORY     - 1975     MONUMENTED       NOS
 AC3346  HISTORY     - 1982     GOOD             FLDNR
 AC3346  HISTORY     - 20190220 MARK NOT FOUND   FLDEP
 AC3346
 AC3346                          STATION DESCRIPTION
 AC3346
 AC3346'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3346'IN KEY LARGO.
 AC3346'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3346'HIGHWAY 1) IN KEY LARGO, GO 0.7 MILE SOUTH ON OCEAN BAY DRIVE TO THE
 AC3346'JUNCTION OF A DIRT ROAD AND THE MARK.  THE MARK BEARS 75 FEET WEST OF
 AC3346'OCEAN BAY DRIVE, 35 FEET SOUTH OF THE CENTERLINE OF THE DIRT ROAD.
 AC3346'THE MARK IS ABOVE LEVEL WITH GROUND.
 AC3346
 AC3346                          STATION RECOVERY (2019)
 AC3346
 AC3346'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (MAH)
 AC3346'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3347 ***********************************************************************
 AC3347  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3347  DESIGNATION -  872 3689 TIDAL 3
 AC3347  PID         -  AC3347
 AC3347  STATE/COUNTY-  FL/MONROE
 AC3347  COUNTRY     -  US
 AC3347  USGS QUAD   -  ROCK HARBOR (2018)
 AC3347
 AC3347                         *CURRENT SURVEY CONTROL
 AC3347  ______________________________________________________________________
 AC3347* NAD 83(1986) POSITION- 25 04 55.     (N) 080 26 47.     (W)   SCALED
 AC3347* NAVD 88 ORTHO HEIGHT -     0.204 (meters)        0.67  (feet) ADJUSTED
 AC3347  ______________________________________________________________________
 AC3347  GEOID HEIGHT    -        -24.204 (meters)                     GEOID18
 AC3347  DYNAMIC HEIGHT  -          0.204 (meters)        0.67  (feet) COMP
 AC3347  MODELED GRAVITY -    978,977.9   (mgal)                       NAVD 88
 AC3347
 AC3347  VERT ORDER      -  SECOND    CLASS I
 AC3347
 AC3347.The horizontal coordinates were scaled from a map and have
 AC3347.an estimated accuracy of +/- 6 seconds.
 AC3347
 AC3347.The orthometric height was determined by differential leveling and
 AC3347.adjusted by the NATIONAL GEODETIC SURVEY
 AC3347.in June 1991.
 AC3347
 AC3347.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3347.GEOID18 height accuracy estimate available here.
 AC3347
 AC3347.This Tidal Bench Mark is designated as VM 5970
 AC3347.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3347
 AC3347.Click photographs - Photos may exist for this station.
 AC3347
 AC3347.The dynamic height is computed by dividing the NAVD 88
 AC3347.geopotential number by the normal gravity value computed on the
 AC3347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3347.degrees latitude (g = 980.6199 gals.).
 AC3347
 AC3347.The modeled gravity was interpolated from observed gravity values.
 AC3347
 AC3347;                    North         East    Units  Estimated Accuracy
 AC3347;SPC FL E     -    83,030.      255,850.      MT  (+/- 180 meters Scaled)
 AC3347
 AC3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH558741(NAD 83)
 AC3347
 AC3347                          SUPERSEDED SURVEY CONTROL
 AC3347
 AC3347  NGVD 29 (09/01/92)    0.679  (m)            2.23   (f) ADJUSTED    2 1
 AC3347
 AC3347.Superseded values are not recommended for survey control.
 AC3347
 AC3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3347.See file dsdata.pdf to determine how the superseded data were derived.
 AC3347
 AC3347_MARKER: DJ = TIDAL STATION DISK
 AC3347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC3347_STAMPING: NO 3 1975
 AC3347_MARK LOGO: NOS
 AC3347_PROJECTION: PROJECTING
 AC3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3347+STABILITY: SURFACE MOTION
 AC3347
 AC3347  HISTORY     - Date     Condition        Report By
 AC3347  HISTORY     - 1975     MONUMENTED       NOS
 AC3347  HISTORY     - 1982     GOOD             FLDNR
 AC3347  HISTORY     - 20190220 MARK NOT FOUND   FLDEP
 AC3347
 AC3347                          STATION DESCRIPTION
 AC3347
 AC3347'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3347'IN KEY LARGO.
 AC3347'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3347'HIGHWAY 1) IN KEY LARGO, GO 0.7 MILE SOUTH ON OCEAN BAY DRIVE TO A
 AC3347'DIRT ROAD, GO 0.2 MILE WEST ON THE DIRT ROAD TO ITS END AT A FILLED
 AC3347'AREA AND THE MARK.  THE MARK BEARS 12 FEET SOUTH OF THE CENTERLINE OF
 AC3347'THE DIRT ROAD, ABOUT 230 FEET EAST OF THE EAST EDGE OF A CANAL.
 AC3347
 AC3347                          STATION RECOVERY (2019)
 AC3347
 AC3347'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (MAH)
 AC3347'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3345 ***********************************************************************
 AC3345  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3345  DESIGNATION -  872 3689 TIDAL 3 A
 AC3345  PID         -  AC3345
 AC3345  STATE/COUNTY-  FL/MONROE
 AC3345  COUNTRY     -  US
 AC3345  USGS QUAD   -  ROCK HARBOR (2018)
 AC3345
 AC3345                         *CURRENT SURVEY CONTROL
 AC3345  ______________________________________________________________________
 AC3345* NAD 83(1986) POSITION- 25 05 01.86   (N) 080 26 30.33   (W)   HD_HELD1
 AC3345* NAVD 88 ORTHO HEIGHT -     1.927 (meters)        6.32  (feet) ADJUSTED
 AC3345  ______________________________________________________________________
 AC3345  GEOID HEIGHT    -        -24.220 (meters)                     GEOID18
 AC3345  DYNAMIC HEIGHT  -          1.923 (meters)        6.31  (feet) COMP
 AC3345  MODELED GRAVITY -    978,977.9   (mgal)                       NAVD 88
 AC3345
 AC3345  VERT ORDER      -  FIRST     CLASS II
 AC3345
 AC3345.The horizontal coordinates were determined by differentially corrected
 AC3345.hand held GPS observations or other comparable positioning techniques
 AC3345.and have an estimated accuracy of +/- 3 meters.
 AC3345
 AC3345.The orthometric height was determined by differential leveling and
 AC3345.adjusted by the NATIONAL GEODETIC SURVEY
 AC3345.in June 1991.
 AC3345
 AC3345.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3345.GEOID18 height accuracy estimate available here.
 AC3345
 AC3345.This Tidal Bench Mark is designated as VM 5971
 AC3345.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3345
 AC3345.Click photographs - Photos may exist for this station.
 AC3345
 AC3345.The dynamic height is computed by dividing the NAVD 88
 AC3345.geopotential number by the normal gravity value computed on the
 AC3345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3345.degrees latitude (g = 980.6199 gals.).
 AC3345
 AC3345.The modeled gravity was interpolated from observed gravity values.
 AC3345
 AC3345;                    North         East    Units  Estimated Accuracy
 AC3345;SPC FL E     -    83,245.1     256,313.5     MT  (+/- 3 meters HH1 GPS) 
 AC3345
 AC3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5629474348(NAD 83)
 AC3345
 AC3345                          SUPERSEDED SURVEY CONTROL
 AC3345
 AC3345  NGVD 29 (09/01/92)    2.402  (m)            7.88   (f) ADJUSTED    1 2
 AC3345
 AC3345.Superseded values are not recommended for survey control.
 AC3345
 AC3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3345.See file dsdata.pdf to determine how the superseded data were derived.
 AC3345
 AC3345_MARKER: DJ = TIDAL STATION DISK
 AC3345_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC3345_SP_SET: ABUTMENT
 AC3345_STAMPING: NO 3A 1975
 AC3345_MARK LOGO: NOS
 AC3345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3345+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2018
 AC3345
 AC3345  HISTORY     - Date     Condition        Report By
 AC3345  HISTORY     - 1975     MONUMENTED       NOS
 AC3345  HISTORY     - 1982     GOOD             FLDNR
 AC3345  HISTORY     - 19910125 GOOD             FLDNR
 AC3345  HISTORY     - 20050616 GOOD             PB
 AC3345  HISTORY     - 20110407 GOOD             INDIV
 AC3345  HISTORY     - 20180825 GOOD             FLDEP
 AC3345
 AC3345                          STATION DESCRIPTION
 AC3345
 AC3345'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3345'IN KEY LARGO.
 AC3345'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3345'HIGHWAY 1) IN KEY LARGO, GO 0.6 MILE SOUTH ON OCEAN BAY DRIVE TO A
 AC3345'SMALL BRIDGE OVER A CANAL AND THE MARK.  THE MARK IS SET IN THE
 AC3345'SOUTHEAST ABUTMENT OF THE BRIDGE.
 AC3345'THE MARK IS 0.4 FT ABOVE ROAD.
 AC3345
 AC3345                          STATION RECOVERY (1991)
 AC3345
 AC3345'RECOVERY NOTE BY FL DEPT OF NAT RES 1991
 AC3345'RECOVERED IN GOOD CONDITION.
 AC3345
 AC3345                          STATION RECOVERY (2005)
 AC3345
 AC3345'RECOVERY NOTE BY PBS&J 2005 (DWD)
 AC3345'RECOVERED IN GOOD CONDITION.
 AC3345
 AC3345                          STATION RECOVERY (2011)
 AC3345
 AC3345'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2011 (WSP)
 AC3345'BRIDGE HAND RAIL OVER MARK - UNABLE TO SET DIRECTLY ON MARK
 AC3345
 AC3345                          STATION RECOVERY (2018)
 AC3345
 AC3345'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3345'RECOVERED IN GOOD CONDITION.
 AC3345'
 AC3345'NOTE-THE MARK IS LOCATED BENEATH A CONCRETE BRIDGE GUARDRAIL AND WAS
 AC3345'NOT LEVELED TO AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3359 ***********************************************************************
 AC3359  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3359  DESIGNATION -  872 3691 F TIDAL
 AC3359  PID         -  AC3359
 AC3359  STATE/COUNTY-  FL/MONROE
 AC3359  COUNTRY     -  US
 AC3359  USGS QUAD   -  ROCK HARBOR (2018)
 AC3359
 AC3359                         *CURRENT SURVEY CONTROL
 AC3359  ______________________________________________________________________
 AC3359* NAD 83(1986) POSITION- 25 05 08.74   (N) 080 26 58.14   (W)   HD_HELD1
 AC3359* NAVD 88 ORTHO HEIGHT -     2.846 (meters)        9.34  (feet) ADJUSTED
 AC3359  ______________________________________________________________________
 AC3359  GEOID HEIGHT    -        -24.199 (meters)                     GEOID18
 AC3359  DYNAMIC HEIGHT  -          2.841 (meters)        9.32  (feet) COMP
 AC3359  MODELED GRAVITY -    978,978.0   (mgal)                       NAVD 88
 AC3359
 AC3359  VERT ORDER      -  FIRST     CLASS II
 AC3359
 AC3359.The horizontal coordinates were determined by differentially corrected
 AC3359.hand held GPS observations or other comparable positioning techniques
 AC3359.and have an estimated accuracy of +/- 3 meters.
 AC3359
 AC3359.The orthometric height was determined by differential leveling and
 AC3359.adjusted by the NATIONAL GEODETIC SURVEY
 AC3359.in April 2020.
 AC3359
 AC3359.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3359.GEOID18 height accuracy estimate available here.
 AC3359
 AC3359.This Tidal Bench Mark is designated as VM 5974
 AC3359.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3359
 AC3359.Click photographs - Photos may exist for this station.
 AC3359
 AC3359.The dynamic height is computed by dividing the NAVD 88
 AC3359.geopotential number by the normal gravity value computed on the
 AC3359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3359.degrees latitude (g = 980.6199 gals.).
 AC3359
 AC3359.The modeled gravity was interpolated from observed gravity values.
 AC3359
 AC3359;                    North         East    Units  Estimated Accuracy
 AC3359;SPC FL E     -    83,453.6     255,533.4     MT  (+/- 3 meters HH1 GPS) 
 AC3359
 AC3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5551474557(NAD 83)
 AC3359
 AC3359                          SUPERSEDED SURVEY CONTROL
 AC3359
 AC3359  NAVD 88 (06/15/91)    2.846  (m)            9.34   (f) SUPERSEDED  1 2
 AC3359  NGVD 29 (09/01/92)    3.323  (m)           10.90   (f) ADJUSTED    1 2
 AC3359
 AC3359.Superseded values are not recommended for survey control.
 AC3359
 AC3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3359.See file dsdata.pdf to determine how the superseded data were derived.
 AC3359
 AC3359_MARKER: DD = SURVEY DISK
 AC3359_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3359_SP_SET: BOX DRAIN
 AC3359_STAMPING: 3691 F 1982 BSM
 AC3359_MARK LOGO: FLDNR
 AC3359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3359_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3359+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2018
 AC3359
 AC3359  HISTORY     - Date     Condition        Report By
 AC3359  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3359  HISTORY     - 19901117 GOOD             FLDNR
 AC3359  HISTORY     - 20180825 GOOD             FLDEP
 AC3359
 AC3359                          STATION DESCRIPTION
 AC3359
 AC3359'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3359'0.7 MI SW FROM KEY LARGO.
 AC3359'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 0.7 MILE SOUTHWEST ALONG
 AC3359'U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS SET FLUSH IN THE SOUTHEAST
 AC3359'CORNER OF A CONCRETE BOX DRAIN ACROSS THE HIGHWAY FROM THE KEY LARGO
 AC3359'MOOSE LODGE, 26.6 FEET SOUTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 AC3359'LANE OF U.S. HIGHWAY 1, 125 FEET NORTHEAST OF THE CENTERLINE OF
 AC3359'GRIFFINS WAY, AND 52.2 FEET SOUTHEAST OF BENCH MARK NO 5 1975.
 AC3359'THE MARK IS ABOVE LEVEL WITH GROUND.
 AC3359
 AC3359                          STATION RECOVERY (1990)
 AC3359
 AC3359'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AC3359'RECOVERED IN GOOD CONDITION EXCEPT GO SOUTHWEST ON U.S. HIGHWAY 1
 AC3359'1.15 MI (1.85 KM) FROM THE NEW POST OFFICE IN KEY LARGO.
 AC3359
 AC3359                          STATION RECOVERY (2018)
 AC3359
 AC3359'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3359'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3362 ***********************************************************************
 AC3362  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3362  DESIGNATION -  872 3691 TIDAL 1
 AC3362  PID         -  AC3362
 AC3362  STATE/COUNTY-  FL/MONROE
 AC3362  COUNTRY     -  US
 AC3362  USGS QUAD   -  ROCK HARBOR (2018)
 AC3362
 AC3362                         *CURRENT SURVEY CONTROL
 AC3362  ______________________________________________________________________
 AC3362* NAD 83(1986) POSITION- 25 04 55.     (N) 080 26 59.     (W)   SCALED
 AC3362* NAVD 88 ORTHO HEIGHT -     0.529 (meters)        1.74  (feet) ADJUSTED
 AC3362  ______________________________________________________________________
 AC3362  GEOID HEIGHT    -        -24.193 (meters)                     GEOID18
 AC3362  DYNAMIC HEIGHT  -          0.528 (meters)        1.73  (feet) COMP
 AC3362  MODELED GRAVITY -    978,978.0   (mgal)                       NAVD 88
 AC3362
 AC3362  VERT ORDER      -  SECOND    CLASS I
 AC3362
 AC3362.The horizontal coordinates were scaled from a map and have
 AC3362.an estimated accuracy of +/- 6 seconds.
 AC3362
 AC3362.The orthometric height was determined by differential leveling and
 AC3362.adjusted by the NATIONAL GEODETIC SURVEY
 AC3362.in June 1991.
 AC3362
 AC3362.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3362.GEOID18 height accuracy estimate available here.
 AC3362
 AC3362.This Tidal Bench Mark is designated as VM 5972
 AC3362.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3362
 AC3362.Click photographs - Photos may exist for this station.
 AC3362
 AC3362.The dynamic height is computed by dividing the NAVD 88
 AC3362.geopotential number by the normal gravity value computed on the
 AC3362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3362.degrees latitude (g = 980.6199 gals.).
 AC3362
 AC3362.The modeled gravity was interpolated from observed gravity values.
 AC3362
 AC3362;                    North         East    Units  Estimated Accuracy
 AC3362;SPC FL E     -    83,030.      255,510.      MT  (+/- 180 meters Scaled)
 AC3362
 AC3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH554741(NAD 83)
 AC3362
 AC3362                          SUPERSEDED SURVEY CONTROL
 AC3362
 AC3362  NGVD 29 (09/01/92)    1.006  (m)            3.30   (f) ADJUSTED    2 1
 AC3362
 AC3362.Superseded values are not recommended for survey control.
 AC3362
 AC3362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3362.See file dsdata.pdf to determine how the superseded data were derived.
 AC3362
 AC3362_MARKER: DJ = TIDAL STATION DISK
 AC3362_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3362_SP_SET: SEAWALL
 AC3362_STAMPING: NO 1 1975
 AC3362_MARK LOGO: NOS
 AC3362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3362+STABILITY: SURFACE MOTION
 AC3362
 AC3362  HISTORY     - Date     Condition        Report By
 AC3362  HISTORY     - 1975     MONUMENTED       NOS
 AC3362  HISTORY     - 1982     GOOD             FLDNR
 AC3362  HISTORY     - 20180907 MARK NOT FOUND   FLDEP
 AC3362
 AC3362                          STATION DESCRIPTION
 AC3362
 AC3362'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3362'0.7 MI SOUTH FROM KEY LARGO.
 AC3362'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 0.7 MILE SOUTH ON U.S.
 AC3362'HIGHWAY 1 TO THE KEY LARGO MOOSE LODGE AT THE JUNCTION OF GRIFFINS
 AC3362'WAY, GO 0.2 MILE SOUTHEAST ON GRIFFINS WAY TO ITS END AT A TWO-STORY
 AC3362'HOUSE AND THE MARK.  THE MARK BEARS 79 FEET SOUTH OF THE NORTH END OF
 AC3362'THE SEAWALL, 37.5 FEET WEST OF THE EAST END OF THE SEAWALL.
 AC3362
 AC3362                          STATION RECOVERY (2018)
 AC3362
 AC3362'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3362'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3361 ***********************************************************************
 AC3361  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3361  DESIGNATION -  872 3691 TIDAL 2
 AC3361  PID         -  AC3361
 AC3361  STATE/COUNTY-  FL/MONROE
 AC3361  COUNTRY     -  US
 AC3361  USGS QUAD   -  ROCK HARBOR (2018)
 AC3361
 AC3361                         *CURRENT SURVEY CONTROL
 AC3361  ______________________________________________________________________
 AC3361* NAD 83(1986) POSITION- 25 04 54.     (N) 080 26 59.     (W)   SCALED
 AC3361* NAVD 88 ORTHO HEIGHT -     0.527 (meters)        1.73  (feet) ADJUSTED
 AC3361  ______________________________________________________________________
 AC3361  GEOID HEIGHT    -        -24.193 (meters)                     GEOID18
 AC3361  DYNAMIC HEIGHT  -          0.526 (meters)        1.73  (feet) COMP
 AC3361  MODELED GRAVITY -    978,978.0   (mgal)                       NAVD 88
 AC3361
 AC3361  VERT ORDER      -  SECOND    CLASS I
 AC3361
 AC3361.The horizontal coordinates were scaled from a map and have
 AC3361.an estimated accuracy of +/- 6 seconds.
 AC3361
 AC3361.The orthometric height was determined by differential leveling and
 AC3361.adjusted by the NATIONAL GEODETIC SURVEY
 AC3361.in June 1991.
 AC3361
 AC3361.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3361.GEOID18 height accuracy estimate available here.
 AC3361
 AC3361.This Tidal Bench Mark is designated as VM 5973
 AC3361.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3361
 AC3361.Click photographs - Photos may exist for this station.
 AC3361
 AC3361.The dynamic height is computed by dividing the NAVD 88
 AC3361.geopotential number by the normal gravity value computed on the
 AC3361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3361.degrees latitude (g = 980.6199 gals.).
 AC3361
 AC3361.The modeled gravity was interpolated from observed gravity values.
 AC3361
 AC3361;                    North         East    Units  Estimated Accuracy
 AC3361;SPC FL E     -    83,000.      255,510.      MT  (+/- 180 meters Scaled)
 AC3361
 AC3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH554741(NAD 83)
 AC3361
 AC3361                          SUPERSEDED SURVEY CONTROL
 AC3361
 AC3361  NGVD 29 (09/01/92)    1.003  (m)            3.29   (f) ADJUSTED    2 1
 AC3361
 AC3361.Superseded values are not recommended for survey control.
 AC3361
 AC3361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3361.See file dsdata.pdf to determine how the superseded data were derived.
 AC3361
 AC3361_MARKER: DJ = TIDAL STATION DISK
 AC3361_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3361_SP_SET: SEAWALL
 AC3361_STAMPING: NO 2 1975
 AC3361_MARK LOGO: NOS
 AC3361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3361+STABILITY: SURFACE MOTION
 AC3361
 AC3361  HISTORY     - Date     Condition        Report By
 AC3361  HISTORY     - 1975     MONUMENTED       NOS
 AC3361  HISTORY     - 1982     GOOD             FLDNR
 AC3361  HISTORY     - 20180907 MARK NOT FOUND   FLDEP
 AC3361
 AC3361                          STATION DESCRIPTION
 AC3361
 AC3361'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3361'0.7 MI SOUTH FROM KEY LARGO.
 AC3361'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 0.7 MILE SOUTH ON U.S.
 AC3361'HIGHWAY 1 TO THE KEY LARGO MOOSE LODGE AT THE JUNCTION OF GRIFFINS
 AC3361'WAY, GO 0.2 MILE SOUTHEAST ON GRIFFINS WAY TO ITS END AT A TWO-STORY
 AC3361'HOUSE AND THE MARK.  THE MARK IS SET FLUSH IN THE NORTH END OF THE
 AC3361'SEAWALL, 3.7 FEET WEST OF THE EAST EDGE OF THE SEAWALL, 0.8 FOOT
 AC3361'SOUTH OF THE NORTH END OF THE SEAWALL.
 AC3361
 AC3361                          STATION RECOVERY (2018)
 AC3361
 AC3361'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3361'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3360 ***********************************************************************
 AC3360  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3360  DESIGNATION -  872 3691 TIDAL 4
 AC3360  PID         -  AC3360
 AC3360  STATE/COUNTY-  FL/MONROE
 AC3360  COUNTRY     -  US
 AC3360  USGS QUAD   -  ROCK HARBOR (2018)
 AC3360
 AC3360                         *CURRENT SURVEY CONTROL
 AC3360  ______________________________________________________________________
 AC3360* NAD 83(1986) POSITION- 25 04 55.     (N) 080 26 59.     (W)   SCALED
 AC3360* NAVD 88 ORTHO HEIGHT -     0.565 (meters)        1.85  (feet) ADJUSTED
 AC3360  ______________________________________________________________________
 AC3360  GEOID HEIGHT    -        -24.193 (meters)                     GEOID18
 AC3360  DYNAMIC HEIGHT  -          0.564 (meters)        1.85  (feet) COMP
 AC3360  MODELED GRAVITY -    978,978.0   (mgal)                       NAVD 88
 AC3360
 AC3360  VERT ORDER      -  SECOND    CLASS I
 AC3360
 AC3360.The horizontal coordinates were scaled from a map and have
 AC3360.an estimated accuracy of +/- 6 seconds.
 AC3360
 AC3360.The orthometric height was determined by differential leveling and
 AC3360.adjusted by the NATIONAL GEODETIC SURVEY
 AC3360.in June 1991.
 AC3360
 AC3360.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3360.GEOID18 height accuracy estimate available here.
 AC3360
 AC3360.This Tidal Bench Mark is designated as VM 15844
 AC3360.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3360
 AC3360.Click photographs - Photos may exist for this station.
 AC3360
 AC3360.The dynamic height is computed by dividing the NAVD 88
 AC3360.geopotential number by the normal gravity value computed on the
 AC3360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3360.degrees latitude (g = 980.6199 gals.).
 AC3360
 AC3360.The modeled gravity was interpolated from observed gravity values.
 AC3360
 AC3360;                    North         East    Units  Estimated Accuracy
 AC3360;SPC FL E     -    83,030.      255,510.      MT  (+/- 180 meters Scaled)
 AC3360
 AC3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH554741(NAD 83)
 AC3360
 AC3360                          SUPERSEDED SURVEY CONTROL
 AC3360
 AC3360  NGVD 29 (09/01/92)    1.042  (m)            3.42   (f) ADJUSTED    2 1
 AC3360
 AC3360.Superseded values are not recommended for survey control.
 AC3360
 AC3360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3360.See file dsdata.pdf to determine how the superseded data were derived.
 AC3360
 AC3360_MARKER: DJ = TIDAL STATION DISK
 AC3360_SETTING: 66 = SET IN ROCK OUTCROP
 AC3360_STAMPING: NO 4 1975
 AC3360_MARK LOGO: NOS
 AC3360_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AC3360+STABILITY: POSITION/ELEVATION WELL
 AC3360
 AC3360  HISTORY     - Date     Condition        Report By
 AC3360  HISTORY     - 1975     MONUMENTED       NOS
 AC3360  HISTORY     - 1982     GOOD             FLDNR
 AC3360  HISTORY     - 20180907 MARK NOT FOUND   FLDEP
 AC3360
 AC3360                          STATION DESCRIPTION
 AC3360
 AC3360'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3360'0.7 MI SOUTH FROM KEY LARGO.
 AC3360'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 0.7 MILE SOUTH ON U.S.
 AC3360'HIGHWAY 1 TO THE KEY LARGO MOOSE LODGAT THE JUNCTION OF GRIFFINS
 AC3360'WAY, GO 0.2 MILE SOUTHEAST ON GRIFFINS WAY TO ITS END AT A TWO-STORY
 AC3360'HOUSE AND THE MARK.  THE MARK BEARS 115 FEET SOUTHWEST OF THE
 AC3360'NORTHWEST CORNER OF THE HOUSE, 48 FEET SOUTH OF THE CENTERLINE OF THE
 AC3360'DRIVE, 42.3 FEET NORTH OF A FENCE LINE, 27.5 FEET NORTHWEST OF A
 AC3360'WORKSHOP (UTILITY BUILDING).
 AC3360'THE MARK IS ABOVE LEVEL WITH GROUND.
 AC3360
 AC3360                          STATION RECOVERY (2018)
 AC3360
 AC3360'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3360'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3354 ***********************************************************************
 AC3354  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3354  DESIGNATION -  872 3691 TIDAL 5
 AC3354  PID         -  AC3354
 AC3354  STATE/COUNTY-  FL/MONROE
 AC3354  COUNTRY     -  US
 AC3354  USGS QUAD   -  ROCK HARBOR (2018)
 AC3354
 AC3354                         *CURRENT SURVEY CONTROL
 AC3354  ______________________________________________________________________
 AC3354* NAD 83(1986) POSITION- 25 05 09.04   (N) 080 26 58.41   (W)   HD_HELD1
 AC3354* NAVD 88 ORTHO HEIGHT -     2.828 (meters)        9.28  (feet) ADJUSTED
 AC3354  ______________________________________________________________________
 AC3354  GEOID HEIGHT    -        -24.199 (meters)                     GEOID18
 AC3354  DYNAMIC HEIGHT  -          2.823 (meters)        9.26  (feet) COMP
 AC3354  MODELED GRAVITY -    978,978.0   (mgal)                       NAVD 88
 AC3354
 AC3354  VERT ORDER      -  SECOND    CLASS I
 AC3354
 AC3354.The horizontal coordinates were determined by differentially corrected
 AC3354.hand held GPS observations or other comparable positioning techniques
 AC3354.and have an estimated accuracy of +/- 3 meters.
 AC3354
 AC3354.The orthometric height was determined by differential leveling and
 AC3354.adjusted by the NATIONAL GEODETIC SURVEY
 AC3354.in June 1991.
 AC3354
 AC3354.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3354.GEOID18 height accuracy estimate available here.
 AC3354
 AC3354.This Tidal Bench Mark is designated as VM 15845
 AC3354.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3354
 AC3354.Click photographs - Photos may exist for this station.
 AC3354
 AC3354.The dynamic height is computed by dividing the NAVD 88
 AC3354.geopotential number by the normal gravity value computed on the
 AC3354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3354.degrees latitude (g = 980.6199 gals.).
 AC3354
 AC3354.The modeled gravity was interpolated from observed gravity values.
 AC3354
 AC3354;                    North         East    Units  Estimated Accuracy
 AC3354;SPC FL E     -    83,462.8     255,525.8     MT  (+/- 3 meters HH1 GPS) 
 AC3354
 AC3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5550674566(NAD 83)
 AC3354
 AC3354                          SUPERSEDED SURVEY CONTROL
 AC3354
 AC3354  NGVD 29 (09/01/92)    3.305  (m)           10.84   (f) ADJUSTED    2 1
 AC3354
 AC3354.Superseded values are not recommended for survey control.
 AC3354
 AC3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3354.See file dsdata.pdf to determine how the superseded data were derived.
 AC3354
 AC3354_MARKER: DJ = TIDAL STATION DISK
 AC3354_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3354_SP_SET: STORM DRAIN
 AC3354_STAMPING: NO 5 1975
 AC3354_MARK LOGO: NOS
 AC3354_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3354
 AC3354  HISTORY     - Date     Condition        Report By
 AC3354  HISTORY     - 1975     MONUMENTED       NOS
 AC3354  HISTORY     - 1982     GOOD             FLDNR
 AC3354  HISTORY     - 20180907 MARK NOT FOUND   FLDEP
 AC3354
 AC3354                          STATION DESCRIPTION
 AC3354
 AC3354'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3354'0.7 MI SOUTH FROM KEY LARGO.
 AC3354'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 0.7 MILE SOUTH ON U.S.
 AC3354'HIGHWAY 1 TO THE KEY LARGO MOOSE LODGE AT THE JUNCTION OF GRIFFINS
 AC3354'WAY AND THE MARK.  THE MARK IS SET FLUSH IN THE STORM DRAIN ON THE
 AC3354'NORTHWEST SIDE OF THE NORTHBOUND LANE TO U.S. HIGHWAY 1, 30.4 FEET
 AC3354'NORTHEAST OF A TELEPHONE POLE, 22 FEET EAST OF THE NORTHEAST CORNER
 AC3354'OF THE EAST WING OF THE KEY LARGO MOOSE LODGE, 17 FEET NORTHEAST OF
 AC3354'A SIGN.
 AC3354'THE MARK IS 1 FT BELOW ROAD.
 AC3354
 AC3354                          STATION RECOVERY (2018)
 AC3354
 AC3354'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3354'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3355 ***********************************************************************
 AC3355  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3355  DESIGNATION -  872 3693 E TIDAL
 AC3355  PID         -  AC3355
 AC3355  STATE/COUNTY-  FL/MONROE
 AC3355  COUNTRY     -  US
 AC3355  USGS QUAD   -  ROCK HARBOR (2018)
 AC3355
 AC3355                         *CURRENT SURVEY CONTROL
 AC3355  ______________________________________________________________________
 AC3355* NAD 83(1986) POSITION- 25 04 48.59   (N) 080 27 21.72   (W)   HD_HELD1
 AC3355* NAVD 88 ORTHO HEIGHT -     3.780 (meters)       12.40  (feet) ADJUSTED
 AC3355  ______________________________________________________________________
 AC3355  GEOID HEIGHT    -        -24.172 (meters)                     GEOID18
 AC3355  DYNAMIC HEIGHT  -          3.774 (meters)       12.38  (feet) COMP
 AC3355  MODELED GRAVITY -    978,977.8   (mgal)                       NAVD 88
 AC3355
 AC3355  VERT ORDER      -  FIRST     CLASS II
 AC3355
 AC3355.The horizontal coordinates were determined by differentially corrected
 AC3355.hand held GPS observations or other comparable positioning techniques
 AC3355.and have an estimated accuracy of +/- 3 meters.
 AC3355
 AC3355.The orthometric height was determined by differential leveling and
 AC3355.adjusted by the NATIONAL GEODETIC SURVEY
 AC3355.in June 1991.
 AC3355
 AC3355.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3355.GEOID18 height accuracy estimate available here.
 AC3355
 AC3355.This Tidal Bench Mark is designated as VM 5979
 AC3355.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3355
 AC3355.Click photographs - Photos may exist for this station.
 AC3355
 AC3355.The dynamic height is computed by dividing the NAVD 88
 AC3355.geopotential number by the normal gravity value computed on the
 AC3355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3355.degrees latitude (g = 980.6199 gals.).
 AC3355
 AC3355.The modeled gravity was interpolated from observed gravity values.
 AC3355
 AC3355;                    North         East    Units  Estimated Accuracy
 AC3355;SPC FL E     -    82,830.9     254,875.1     MT  (+/- 3 meters HH1 GPS) 
 AC3355
 AC3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5485673934(NAD 83)
 AC3355
 AC3355                          SUPERSEDED SURVEY CONTROL
 AC3355
 AC3355  NGVD 29 (09/01/92)    4.258  (m)           13.97   (f) ADJUSTED    1 2
 AC3355
 AC3355.Superseded values are not recommended for survey control.
 AC3355
 AC3355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3355.See file dsdata.pdf to determine how the superseded data were derived.
 AC3355
 AC3355_MARKER: DD = SURVEY DISK
 AC3355_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3355+WITH SETTING: PAVEMENT
 AC3355_SP_SET: LOADING PLATFORM
 AC3355_STAMPING: 3693 E 1982 BSM
 AC3355_MARK LOGO: FLDNR
 AC3355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3355+STABILITY: SURFACE MOTION
 AC3355_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3355+SATELLITE: SATELLITE OBSERVATIONS - August 25, 2018
 AC3355
 AC3355  HISTORY     - Date     Condition        Report By
 AC3355  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3355  HISTORY     - 19901117 GOOD             FLDNR
 AC3355  HISTORY     - 20180825 GOOD             FLDEP
 AC3355
 AC3355                          STATION DESCRIPTION
 AC3355
 AC3355'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3355'1.4 MI SW FROM KEY LARGO.
 AC3355'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 1.4 MILES SOUTHWEST ALONG
 AC3355'U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS SET FLUSH IN THE LOADING
 AC3355'PLATFORM BEHIND HORNES RESTAURANT AND GULF GAS STATION, 62.1 FEET
 AC3355'NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF U.S. HIGHWAY 1,
 AC3355'27.7 FEET SOUTH OF THE NORTHEAST CORNER OF THE RESTAURANT, AND 197
 AC3355'FEET NORTHEAST OF THE CENTERLINE OF GRAND STREET.
 AC3355'THE MARK IS 1 FT ABOVE GROUND.
 AC3355
 AC3355                          STATION RECOVERY (1990)
 AC3355
 AC3355'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AC3355'RECOVERED IN GOOD CONDITION EXCEPT HORNES RESTAURANT AND GULF GAS
 AC3355'STATION IS NOW ANTHONYS OF KEY LARGO.
 AC3355
 AC3355                          STATION RECOVERY (2018)
 AC3355
 AC3355'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3355'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3357 ***********************************************************************
 AC3357  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3357  DESIGNATION -  872 3693 TIDAL 1
 AC3357  PID         -  AC3357
 AC3357  STATE/COUNTY-  FL/MONROE
 AC3357  COUNTRY     -  US
 AC3357  USGS QUAD   -  ROCK HARBOR (2018)
 AC3357
 AC3357                         *CURRENT SURVEY CONTROL
 AC3357  ______________________________________________________________________
 AC3357* NAD 83(1986) POSITION- 25 04 38.81   (N) 080 27 15.34   (W)   HD_HELD1
 AC3357* NAVD 88 ORTHO HEIGHT -     1.052 (meters)        3.45  (feet) ADJUSTED
 AC3357  ______________________________________________________________________
 AC3357  GEOID HEIGHT    -        -24.174 (meters)                     GEOID18
 AC3357  DYNAMIC HEIGHT  -          1.051 (meters)        3.45  (feet) COMP
 AC3357  MODELED GRAVITY -    978,977.8   (mgal)                       NAVD 88
 AC3357
 AC3357  VERT ORDER      -  SECOND    CLASS I
 AC3357
 AC3357.The horizontal coordinates were determined by differentially corrected
 AC3357.hand held GPS observations or other comparable positioning techniques
 AC3357.and have an estimated accuracy of +/- 3 meters.
 AC3357
 AC3357.The orthometric height was determined by differential leveling and
 AC3357.adjusted by the NATIONAL GEODETIC SURVEY
 AC3357.in June 1991.
 AC3357
 AC3357.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3357.GEOID18 height accuracy estimate available here.
 AC3357
 AC3357.This Tidal Bench Mark is designated as VM 5976
 AC3357.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3357
 AC3357.Click photographs - Photos may exist for this station.
 AC3357
 AC3357.The dynamic height is computed by dividing the NAVD 88
 AC3357.geopotential number by the normal gravity value computed on the
 AC3357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3357.degrees latitude (g = 980.6199 gals.).
 AC3357
 AC3357.The modeled gravity was interpolated from observed gravity values.
 AC3357
 AC3357;                    North         East    Units  Estimated Accuracy
 AC3357;SPC FL E     -    82,530.7     255,055.1     MT  (+/- 3 meters HH1 GPS) 
 AC3357
 AC3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5503673634(NAD 83)
 AC3357
 AC3357                          SUPERSEDED SURVEY CONTROL
 AC3357
 AC3357  NGVD 29 (09/01/92)    1.530  (m)            5.02   (f) ADJUSTED    2 1
 AC3357
 AC3357.Superseded values are not recommended for survey control.
 AC3357
 AC3357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3357.See file dsdata.pdf to determine how the superseded data were derived.
 AC3357
 AC3357_MARKER: DJ = TIDAL STATION DISK
 AC3357_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3357_SP_SET: CARPORT
 AC3357_STAMPING: NO 1 1975
 AC3357_MARK LOGO: NOS
 AC3357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3357_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3357+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2018
 AC3357
 AC3357  HISTORY     - Date     Condition        Report By
 AC3357  HISTORY     - 1975     MONUMENTED       NOS
 AC3357  HISTORY     - 1982     GOOD             FLDNR
 AC3357  HISTORY     - 20180815 GOOD             USGS
 AC3357  HISTORY     - 20180826 GOOD             FLDEP
 AC3357
 AC3357                          STATION DESCRIPTION
 AC3357
 AC3357'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3357'1.4 MI SW FROM KEY LARGO.
 AC3357'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 1.4 MILES SOUTH ON U.S.
 AC3357'HIGHWAY 1 TO THE JUNCTION OF GRAND STREET, GO 0.3 MILE SOUTHEAST ON
 AC3357'GRAND STREET TO THE RESIDENCE AT 1128 GRAND STREET AND THE MARK.
 AC3357'THE MARK IS AT THE EAST CORNER OF THE HOUSE, 65.5 FEET NORTHWEST OF
 AC3357'THE SEAWALL RUNNING NORTHWEST/SOUTHEAST.
 AC3357
 AC3357                          STATION RECOVERY (2018)
 AC3357
 AC3357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2018 (CJW)
 AC3357'RECOVERED IN GOOD CONDITION.
 AC3357
 AC3357                          STATION RECOVERY (2018)
 AC3357
 AC3357'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3357'RECOVERED IN GOOD CONDITION.
 AC3357'
 AC3357'NOTE-WITH THESE ADDITIONS, CONTACT OWNER AT 305-852-5991.
 AC3357'
 AC3357'THE MARK WAS NOT LEVELED TO AT THIS TIME BECAUSE IT IS LOCATED BENEATH
 AC3357'THE CARPORT ROOF.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3356 ***********************************************************************
 AC3356  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3356  DESIGNATION -  872 3693 TIDAL 2
 AC3356  PID         -  AC3356
 AC3356  STATE/COUNTY-  FL/MONROE
 AC3356  COUNTRY     -  US
 AC3356  USGS QUAD   -  ROCK HARBOR (2018)
 AC3356
 AC3356                         *CURRENT SURVEY CONTROL
 AC3356  ______________________________________________________________________
 AC3356* NAD 83(1986) POSITION- 25 04 38.64   (N) 080 27 15.97   (W)   HD_HELD1
 AC3356* NAVD 88 ORTHO HEIGHT -     0.336 (meters)        1.10  (feet) ADJUSTED
 AC3356  ______________________________________________________________________
 AC3356  GEOID HEIGHT    -        -24.173 (meters)                     GEOID18
 AC3356  DYNAMIC HEIGHT  -          0.336 (meters)        1.10  (feet) COMP
 AC3356  MODELED GRAVITY -    978,977.8   (mgal)                       NAVD 88
 AC3356
 AC3356  VERT ORDER      -  FIRST     CLASS II
 AC3356
 AC3356.The horizontal coordinates were determined by differentially corrected
 AC3356.hand held GPS observations or other comparable positioning techniques
 AC3356.and have an estimated accuracy of +/- 3 meters.
 AC3356
 AC3356.The orthometric height was determined by differential leveling and
 AC3356.adjusted by the NATIONAL GEODETIC SURVEY
 AC3356.in April 2020.
 AC3356
 AC3356.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3356.GEOID18 height accuracy estimate available here.
 AC3356
 AC3356.This Tidal Bench Mark is designated as VM 5977
 AC3356.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3356
 AC3356.Click photographs - Photos may exist for this station.
 AC3356
 AC3356.The dynamic height is computed by dividing the NAVD 88
 AC3356.geopotential number by the normal gravity value computed on the
 AC3356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3356.degrees latitude (g = 980.6199 gals.).
 AC3356
 AC3356.The modeled gravity was interpolated from observed gravity values.
 AC3356
 AC3356;                    North         East    Units  Estimated Accuracy
 AC3356;SPC FL E     -    82,525.4     255,037.5     MT  (+/- 3 meters HH1 GPS) 
 AC3356
 AC3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH5501873629(NAD 83)
 AC3356
 AC3356                          SUPERSEDED SURVEY CONTROL
 AC3356
 AC3356  NAVD 88 (06/15/91)    0.336  (m)            1.10   (f) SUPERSEDED  2 1
 AC3356  NGVD 29 (09/01/92)    0.814  (m)            2.67   (f) ADJUSTED    2 1
 AC3356
 AC3356.Superseded values are not recommended for survey control.
 AC3356
 AC3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3356.See file dsdata.pdf to determine how the superseded data were derived.
 AC3356
 AC3356_MARKER: DJ = TIDAL STATION DISK
 AC3356_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3356_SP_SET: SEAWALL WALKWAY
 AC3356_STAMPING: NO 2 1975
 AC3356_MARK LOGO: NOS
 AC3356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3356+STABILITY: SURFACE MOTION
 AC3356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3356+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2018
 AC3356
 AC3356  HISTORY     - Date     Condition        Report By
 AC3356  HISTORY     - 1975     MONUMENTED       NOS
 AC3356  HISTORY     - 1982     GOOD             FLDNR
 AC3356  HISTORY     - 20180826 GOOD             FLDEP
 AC3356
 AC3356                          STATION DESCRIPTION
 AC3356
 AC3356'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3356'1.4 MI SW FROM KEY LARGO.
 AC3356'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 1.4 MILES SOUTH ON U.S.
 AC3356'HIGHWAY 1 TO THE JUNCTION OF GRAND STREET, GO 0.3 MILE SOUTHEAST ON
 AC3356'GRAND STREET TO THE RESIDENCE AT 1128 GRAND STREET AND THE MARK.
 AC3356'THE MARK IS SET FLUSH IN THE SEAWALL WALKWAY, 36.5 FEET WEST OF THE
 AC3356'SOUTH CORNER OF THE HOUSE, 32 FEET SOUTH-SOUTHEAST OF THE WEST CORNER
 AC3356'OF THE HOUSE.
 AC3356'THE MARK IS 1.9 FT BELOW GROUND.
 AC3356
 AC3356                          STATION RECOVERY (2018)
 AC3356
 AC3356'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3356'RECOVERED IN GOOD CONDITION.
 AC3356'
 AC3356'NOTE-WITH THIS ADDITION, CONTACT OWNER AT 305-852-5991.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3358 ***********************************************************************
 AC3358  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3358  DESIGNATION -  872 3693 TIDAL 3
 AC3358  PID         -  AC3358
 AC3358  STATE/COUNTY-  FL/MONROE
 AC3358  COUNTRY     -  US
 AC3358  USGS QUAD   -  ROCK HARBOR (2018)
 AC3358
 AC3358                         *CURRENT SURVEY CONTROL
 AC3358  ______________________________________________________________________
 AC3358* NAD 83(1986) POSITION- 25 04 37.     (N) 080 27 17.     (W)   SCALED
 AC3358* NAVD 88 ORTHO HEIGHT -     1.088 (meters)        3.57  (feet) ADJUSTED
 AC3358  ______________________________________________________________________
 AC3358  GEOID HEIGHT    -        -24.172 (meters)                     GEOID18
 AC3358  DYNAMIC HEIGHT  -          1.086 (meters)        3.56  (feet) COMP
 AC3358  MODELED GRAVITY -    978,977.8   (mgal)                       NAVD 88
 AC3358
 AC3358  VERT ORDER      -  SECOND    CLASS I
 AC3358
 AC3358.The horizontal coordinates were scaled from a map and have
 AC3358.an estimated accuracy of +/- 6 seconds.
 AC3358
 AC3358.The orthometric height was determined by differential leveling and
 AC3358.adjusted by the NATIONAL GEODETIC SURVEY
 AC3358.in June 1991.
 AC3358
 AC3358.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3358.GEOID18 height accuracy estimate available here.
 AC3358
 AC3358.This Tidal Bench Mark is designated as VM 5978
 AC3358.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3358
 AC3358.Click photographs - Photos may exist for this station.
 AC3358
 AC3358.The dynamic height is computed by dividing the NAVD 88
 AC3358.geopotential number by the normal gravity value computed on the
 AC3358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3358.degrees latitude (g = 980.6199 gals.).
 AC3358
 AC3358.The modeled gravity was interpolated from observed gravity values.
 AC3358
 AC3358;                    North         East    Units  Estimated Accuracy
 AC3358;SPC FL E     -    82,480.      255,010.      MT  (+/- 180 meters Scaled)
 AC3358
 AC3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH549735(NAD 83)
 AC3358
 AC3358                          SUPERSEDED SURVEY CONTROL
 AC3358
 AC3358  NGVD 29 (09/01/92)    1.566  (m)            5.14   (f) ADJUSTED    2 1
 AC3358
 AC3358.Superseded values are not recommended for survey control.
 AC3358
 AC3358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3358.See file dsdata.pdf to determine how the superseded data were derived.
 AC3358
 AC3358_MARKER: DJ = TIDAL STATION DISK
 AC3358_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3358_SP_SET: PATIO
 AC3358_STAMPING: NO 3 1975
 AC3358_MARK LOGO: NOS
 AC3358_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3358
 AC3358  HISTORY     - Date     Condition        Report By
 AC3358  HISTORY     - 1975     MONUMENTED       NOS
 AC3358  HISTORY     - 1982     GOOD             FLDNR
 AC3358  HISTORY     - 20180907 MARK NOT FOUND   FLDEP
 AC3358
 AC3358                          STATION DESCRIPTION
 AC3358
 AC3358'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3358'1.4 MI SW FROM KEY LARGO.
 AC3358'BEGIN AT THE POST OFFICE IN KEY LARGO, GO 1.4 MILES SOUTH ON U.S.
 AC3358'HIGHWAY 1 TO THE JUNCTION OF GRAND STREET, GO 0.3 MILE SOUTHEAST ON
 AC3358'GRAND STREET TO THE RESIDENCE AT 1128 GRAND STREET AND THE MARK.
 AC3358'THE MARK IS AT THE NORTHWEST ENTRANCE TO THE HOUSE, 19 FEET
 AC3358'NORTHEAST OF THE WEST CORNER OF THE HOUSE, 14.4 FEET SOUTHWEST OF THE
 AC3358'NORTH CORNER OF THE HOUSE.
 AC3358
 AC3358                          STATION RECOVERY (2018)
 AC3358
 AC3358'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3358'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4720 ***********************************************************************
 AC4720  DESIGNATION -  872 3694 G TIDAL
 AC4720  PID         -  AC4720
 AC4720  STATE/COUNTY-  FL/MONROE
 AC4720  COUNTRY     -  US
 AC4720  USGS QUAD   -  ROCK HARBOR (2018)
 AC4720
 AC4720                         *CURRENT SURVEY CONTROL
 AC4720  ______________________________________________________________________
 AC4720* NAD 83(1986) POSITION- 25 04 38.     (N) 080 26 33.     (W)   SCALED
 AC4720* NAVD 88 ORTHO HEIGHT -     0.517 (meters)        1.70  (feet) ADJUSTED
 AC4720  ______________________________________________________________________
 AC4720  GEOID HEIGHT    -        -24.209 (meters)                     GEOID18
 AC4720  DYNAMIC HEIGHT  -          0.517 (meters)        1.70  (feet) COMP
 AC4720  MODELED GRAVITY -    978,977.7   (mgal)                       NAVD 88
 AC4720
 AC4720  VERT ORDER      -  FIRST     CLASS II
 AC4720
 AC4720.The horizontal coordinates were scaled from a map and have
 AC4720.an estimated accuracy of +/- 6 seconds.
 AC4720
 AC4720.The orthometric height was determined by differential leveling and
 AC4720.adjusted by the NATIONAL GEODETIC SURVEY
 AC4720.in May 1994.
 AC4720
 AC4720.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4720.GEOID18 height accuracy estimate available here.
 AC4720
 AC4720.Click photographs - Photos may exist for this station.
 AC4720
 AC4720.The dynamic height is computed by dividing the NAVD 88
 AC4720.geopotential number by the normal gravity value computed on the
 AC4720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4720.degrees latitude (g = 980.6199 gals.).
 AC4720
 AC4720.The modeled gravity was interpolated from observed gravity values.
 AC4720
 AC4720;                    North         East    Units  Estimated Accuracy
 AC4720;SPC FL E     -    82,510.      256,240.      MT  (+/- 180 meters Scaled)
 AC4720
 AC4720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH562736(NAD 83)
 AC4720
 AC4720                          SUPERSEDED SURVEY CONTROL
 AC4720
 AC4720  NGVD 29 (09/01/92)    0.993  (m)            3.26   (f) ADJUSTED    1 2
 AC4720
 AC4720.Superseded values are not recommended for survey control.
 AC4720
 AC4720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4720.See file dsdata.pdf to determine how the superseded data were derived.
 AC4720
 AC4720_MARKER: DJ = TIDAL STATION DISK
 AC4720_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC4720_SP_SET: DOCK
 AC4720_STAMPING: 3694 G 1987
 AC4720_MARK LOGO: NOS
 AC4720_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC4720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4720+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AC4720
 AC4720  HISTORY     - Date     Condition        Report By
 AC4720  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4720
 AC4720                          STATION DESCRIPTION
 AC4720
 AC4720'DESCRIBED BY FL DEPT OF NAT RES 1987
 AC4720'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND OCEAN
 AC4720'BAY DRIVE IN KEY LARGO, GO SOUTH ON OCEAN BAY DRIVE FOR 0.75 MI (1.21
 AC4720'KM) TO THE INTERSECTION OF KAWANA YACHT CLUB ROAD, TURN RIGHT
 AC4720'(WEST)AND GO FOR .02 MI (0.03 KM) TO THE SECURITY GATE, THEN SOUTH
 AC4720'0.3 MI (0.5 KM) TO THE EAST SIDE OF THE MARINA AND THE MARK.  LOCATED
 AC4720'21.8 FT (6.6 M) NORTH OF THE CENTERLINE OF THE BOAT RAMP, 61.8 FT
 AC4720'(18.8 M) WEST OF THE CENTERLINE OF THE PAVED ROAD, 19.3 FT (5.9 M)
 AC4720'EAST OF THE EDGE OF THE DOCK AND 98.9 FT (30.1 M) NORTH NORTHEAST OF
 AC4720'BENCH MARK 3694 H.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4721 ***********************************************************************
 AC4721  DESIGNATION -  872 3694 H TIDAL
 AC4721  PID         -  AC4721
 AC4721  STATE/COUNTY-  FL/MONROE
 AC4721  COUNTRY     -  US
 AC4721  USGS QUAD   -  ROCK HARBOR (2018)
 AC4721
 AC4721                         *CURRENT SURVEY CONTROL
 AC4721  ______________________________________________________________________
 AC4721* NAD 83(1986) POSITION- 25 04 37.     (N) 080 26 33.     (W)   SCALED
 AC4721* NAVD 88 ORTHO HEIGHT -     0.492 (meters)        1.61  (feet) ADJUSTED
 AC4721  ______________________________________________________________________
 AC4721  GEOID HEIGHT    -        -24.209 (meters)                     GEOID18
 AC4721  DYNAMIC HEIGHT  -          0.491 (meters)        1.61  (feet) COMP
 AC4721  MODELED GRAVITY -    978,977.7   (mgal)                       NAVD 88
 AC4721
 AC4721  VERT ORDER      -  FIRST     CLASS II
 AC4721
 AC4721.The horizontal coordinates were scaled from a map and have
 AC4721.an estimated accuracy of +/- 6 seconds.
 AC4721
 AC4721.The orthometric height was determined by differential leveling and
 AC4721.adjusted by the NATIONAL GEODETIC SURVEY
 AC4721.in May 1994.
 AC4721
 AC4721.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4721.GEOID18 height accuracy estimate available here.
 AC4721
 AC4721.Click photographs - Photos may exist for this station.
 AC4721
 AC4721.The dynamic height is computed by dividing the NAVD 88
 AC4721.geopotential number by the normal gravity value computed on the
 AC4721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4721.degrees latitude (g = 980.6199 gals.).
 AC4721
 AC4721.The modeled gravity was interpolated from observed gravity values.
 AC4721
 AC4721;                    North         East    Units  Estimated Accuracy
 AC4721;SPC FL E     -    82,480.      256,240.      MT  (+/- 180 meters Scaled)
 AC4721
 AC4721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH562735(NAD 83)
 AC4721
 AC4721                          SUPERSEDED SURVEY CONTROL
 AC4721
 AC4721  NGVD 29 (09/01/92)    0.968  (m)            3.18   (f) ADJUSTED    1 2
 AC4721
 AC4721.Superseded values are not recommended for survey control.
 AC4721
 AC4721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4721.See file dsdata.pdf to determine how the superseded data were derived.
 AC4721
 AC4721_MARKER: DJ = TIDAL STATION DISK
 AC4721_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC4721_SP_SET: DOCK
 AC4721_STAMPING: 3694 H 1987
 AC4721_MARK LOGO: NOS
 AC4721_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC4721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4721+STABILITY: SURFACE MOTION
 AC4721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4721+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AC4721
 AC4721  HISTORY     - Date     Condition        Report By
 AC4721  HISTORY     - 1987     MONUMENTED       FLDNR
 AC4721
 AC4721                          STATION DESCRIPTION
 AC4721
 AC4721'DESCRIBED BY FL DEPT OF NAT RES 1987
 AC4721'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 1 AND OCEAN
 AC4721'BAY DRIVE IN KEY LARGO, GO SOUTH ON OCEAN BAY DRIVE FOR 0.75 MI (1.21
 AC4721'KM) TO THE INTERSECTION OF KAWANA YACHT CLUB ROAD, TURN RIGHT (WEST)
 AC4721'ONTO THE YACHT CLUB ROAD FOR .02 MI (0.03 KM) TO THE SECURITY GATE,
 AC4721'THEN SOUTH 0.3 MI (0.5 KM) TO THE EAST SIDE OF THE MARINA AND THE
 AC4721'MARK.  LOCATED 43.7 FT (13.3 M) WEST OF THE CENTERLINE OF THE PAVED
 AC4721'ROAD, 53.7 FT (16.4 M) NORTH OF A CONCRETE BLOCK FENCE, 57.7 FT (17.6
 AC4721'M) SOUTH OF THE INSIDE CORNER OF THE BOAT RAMP AND 98.9 FT (30.1 M)
 AC4721'SOUTH SOUTHWEST OF BENCHMARK 3694 G.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3352 ***********************************************************************
 AC3352  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3352  DESIGNATION -  872 3694 TIDAL 1 ERBA
 AC3352  PID         -  AC3352
 AC3352  STATE/COUNTY-  FL/MONROE
 AC3352  COUNTRY     -  US
 AC3352  USGS QUAD   -  ROCK HARBOR (2018)
 AC3352
 AC3352                         *CURRENT SURVEY CONTROL
 AC3352  ______________________________________________________________________
 AC3352* NAD 83(1986) POSITION- 25 04 31.     (N) 080 26 35.     (W)   SCALED
 AC3352* NAVD 88 ORTHO HEIGHT -     1.444 (meters)        4.74  (feet) ADJUSTED
 AC3352  ______________________________________________________________________
 AC3352  GEOID HEIGHT    -        -24.205 (meters)                     GEOID18
 AC3352  DYNAMIC HEIGHT  -          1.442 (meters)        4.73  (feet) COMP
 AC3352  MODELED GRAVITY -    978,977.6   (mgal)                       NAVD 88
 AC3352
 AC3352  VERT ORDER      -  SECOND    CLASS I
 AC3352
 AC3352.The horizontal coordinates were scaled from a map and have
 AC3352.an estimated accuracy of +/- 6 seconds.
 AC3352
 AC3352.The orthometric height was determined by differential leveling and
 AC3352.adjusted by the NATIONAL GEODETIC SURVEY
 AC3352.in June 1991.
 AC3352
 AC3352.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3352.GEOID18 height accuracy estimate available here.
 AC3352
 AC3352.This Tidal Bench Mark is designated as VM 5982
 AC3352.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3352
 AC3352.Click photographs - Photos may exist for this station.
 AC3352
 AC3352.The dynamic height is computed by dividing the NAVD 88
 AC3352.geopotential number by the normal gravity value computed on the
 AC3352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3352.degrees latitude (g = 980.6199 gals.).
 AC3352
 AC3352.The modeled gravity was interpolated from observed gravity values.
 AC3352
 AC3352;                    North         East    Units  Estimated Accuracy
 AC3352;SPC FL E     -    82,300.      256,190.      MT  (+/- 180 meters Scaled)
 AC3352
 AC3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH561733(NAD 83)
 AC3352
 AC3352                          SUPERSEDED SURVEY CONTROL
 AC3352
 AC3352  NGVD 29 (09/01/92)    1.920  (m)            6.30   (f) ADJUSTED    2 1
 AC3352
 AC3352.Superseded values are not recommended for survey control.
 AC3352
 AC3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3352.See file dsdata.pdf to determine how the superseded data were derived.
 AC3352
 AC3352_MARKER: DD = SURVEY DISK
 AC3352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3352_SP_SET: STONE SEAWALL CAP
 AC3352_STAMPING: TIDAL BM 1
 AC3352_MARK LOGO: ERBRWN
 AC3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3352+STABILITY: SURFACE MOTION
 AC3352
 AC3352  HISTORY     - Date     Condition        Report By
 AC3352  HISTORY     - UNK      MONUMENTED       LOCSUR
 AC3352  HISTORY     - 1982     GOOD             FLDNR
 AC3352
 AC3352                          STATION DESCRIPTION
 AC3352
 AC3352'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3352'IN KEY LARGO.
 AC3352'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3352'HIGHWAY 1) IN KEY LARGO, GO 0.75 MILE SOUTH ON OCEAN BAY DRIVE TO THE
 AC3352'ENTRANCE ROAD TO THE KAWANA YACHT CLUB, GO 0.05 MILE WEST ON THE
 AC3352'ENTRANCE ROAD TO A SECURITY GATE, GO 0.3 MILE SOUTH OF THE YACHT CLUB
 AC3352'DRIVE TO THE YACHT BASIN AND THE MARK.  THE MARK, AN E.R. BROWNELL AND
 AC3352'ASSOC. SURVEY DISK, IS AT THE SOUTH END OF THE MARINA IN THE SEAWALL
 AC3352'ON THE WEST SIDE OF THE CANAL, 263 FEET NORTH OF THE SOUTHERN END OF
 AC3352'A FILLED AREA, 18.8 FEET SOUTH OF THE SOUTH EDGE OF THE SOUTHERNMOST
 AC3352'BOAT LANDING, 57.9 FEET SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF
 AC3352'AN APARTMENT BUILDING AT THE SOUTHWEST END OF THE MARINA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3351 ***********************************************************************
 AC3351  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3351  DESIGNATION -  872 3694 TIDAL 2 ERBA
 AC3351  PID         -  AC3351
 AC3351  STATE/COUNTY-  FL/MONROE
 AC3351  COUNTRY     -  US
 AC3351  USGS QUAD   -  ROCK HARBOR (2018)
 AC3351
 AC3351                         *CURRENT SURVEY CONTROL
 AC3351  ______________________________________________________________________
 AC3351* NAD 83(1986) POSITION- 25 04 31.     (N) 080 26 35.     (W)   SCALED
 AC3351* NAVD 88 ORTHO HEIGHT -     1.493 (meters)        4.90  (feet) ADJUSTED
 AC3351  ______________________________________________________________________
 AC3351  GEOID HEIGHT    -        -24.205 (meters)                     GEOID18
 AC3351  DYNAMIC HEIGHT  -          1.490 (meters)        4.89  (feet) COMP
 AC3351  MODELED GRAVITY -    978,977.6   (mgal)                       NAVD 88
 AC3351
 AC3351  VERT ORDER      -  SECOND    CLASS I
 AC3351
 AC3351.The horizontal coordinates were scaled from a map and have
 AC3351.an estimated accuracy of +/- 6 seconds.
 AC3351
 AC3351.The orthometric height was determined by differential leveling and
 AC3351.adjusted by the NATIONAL GEODETIC SURVEY
 AC3351.in June 1991.
 AC3351
 AC3351.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3351.GEOID18 height accuracy estimate available here.
 AC3351
 AC3351.This Tidal Bench Mark is designated as VM 5983
 AC3351.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3351
 AC3351.Click photographs - Photos may exist for this station.
 AC3351
 AC3351.The dynamic height is computed by dividing the NAVD 88
 AC3351.geopotential number by the normal gravity value computed on the
 AC3351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3351.degrees latitude (g = 980.6199 gals.).
 AC3351
 AC3351.The modeled gravity was interpolated from observed gravity values.
 AC3351
 AC3351;                    North         East    Units  Estimated Accuracy
 AC3351;SPC FL E     -    82,300.      256,190.      MT  (+/- 180 meters Scaled)
 AC3351
 AC3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH561733(NAD 83)
 AC3351
 AC3351                          SUPERSEDED SURVEY CONTROL
 AC3351
 AC3351  NGVD 29 (09/01/92)    1.968  (m)            6.46   (f) ADJUSTED    2 1
 AC3351
 AC3351.Superseded values are not recommended for survey control.
 AC3351
 AC3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3351.See file dsdata.pdf to determine how the superseded data were derived.
 AC3351
 AC3351_MARKER: DD = SURVEY DISK
 AC3351_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3351_SP_SET: STONE SEAWALL CAP
 AC3351_STAMPING: TIDAL BM 2
 AC3351_MARK LOGO: ERBRWN
 AC3351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3351+STABILITY: SURFACE MOTION
 AC3351
 AC3351  HISTORY     - Date     Condition        Report By
 AC3351  HISTORY     - UNK      MONUMENTED       LOCSUR
 AC3351  HISTORY     - 1982     GOOD             FLDNR
 AC3351
 AC3351                          STATION DESCRIPTION
 AC3351
 AC3351'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3351'IN KEY LARGO.
 AC3351'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3351'HIGHWAY 1) IN KEY LARGO, GO 0.75 MILE SOUTH ON OCEAN BAY DRIVE TO THE
 AC3351'ENTRANCE ROAD TO THE KAWANA YACHT CLUB, GO 0.05 MILE WEST ON THE
 AC3351'ENTRANCE ROAD TO A SECURITY GATE, GO 0.3 MILE SOUTH OF THE YACHT CLUB
 AC3351'DRIVE TO THE YACHT BASIN AND THE MARK.  THE MARK, AN E.R. BROWNELL AND
 AC3351'ASSOC. SURVEY DISK, IS AT THE SOUTHWEST END OF THE MARINA, 37.6 FEET
 AC3351'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF AN APARTMENT BUILDING,
 AC3351'86.4 FEET NORTH OF THE SOUTH END OF THE STONE SEAWALL, 17.6 FEET
 AC3351'NORTH OF THE NORTH EDGE OF THE SOUTHERNMOST BOAT LANDING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3353 ***********************************************************************
 AC3353  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3353  DESIGNATION -  872 3694 TIDAL 3 ERBA
 AC3353  PID         -  AC3353
 AC3353  STATE/COUNTY-  FL/MONROE
 AC3353  COUNTRY     -  US
 AC3353  USGS QUAD   -  ROCK HARBOR (2018)
 AC3353
 AC3353                         *CURRENT SURVEY CONTROL
 AC3353  ______________________________________________________________________
 AC3353* NAD 83(1986) POSITION- 25 04 31.     (N) 080 26 35.     (W)   SCALED
 AC3353* NAVD 88 ORTHO HEIGHT -     1.325 (meters)        4.35  (feet) ADJUSTED
 AC3353  ______________________________________________________________________
 AC3353  GEOID HEIGHT    -        -24.205 (meters)                     GEOID18
 AC3353  DYNAMIC HEIGHT  -          1.322 (meters)        4.34  (feet) COMP
 AC3353  MODELED GRAVITY -    978,977.6   (mgal)                       NAVD 88
 AC3353
 AC3353  VERT ORDER      -  SECOND    CLASS I
 AC3353
 AC3353.The horizontal coordinates were scaled from a map and have
 AC3353.an estimated accuracy of +/- 6 seconds.
 AC3353
 AC3353.The orthometric height was determined by differential leveling and
 AC3353.adjusted by the NATIONAL GEODETIC SURVEY
 AC3353.in June 1991.
 AC3353
 AC3353.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3353.GEOID18 height accuracy estimate available here.
 AC3353
 AC3353.This Tidal Bench Mark is designated as VM 5984
 AC3353.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3353
 AC3353.Click photographs - Photos may exist for this station.
 AC3353
 AC3353.The dynamic height is computed by dividing the NAVD 88
 AC3353.geopotential number by the normal gravity value computed on the
 AC3353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3353.degrees latitude (g = 980.6199 gals.).
 AC3353
 AC3353.The modeled gravity was interpolated from observed gravity values.
 AC3353
 AC3353;                    North         East    Units  Estimated Accuracy
 AC3353;SPC FL E     -    82,300.      256,190.      MT  (+/- 180 meters Scaled)
 AC3353
 AC3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH561733(NAD 83)
 AC3353
 AC3353                          SUPERSEDED SURVEY CONTROL
 AC3353
 AC3353  NGVD 29 (09/01/92)    1.800  (m)            5.91   (f) ADJUSTED    2 1
 AC3353
 AC3353.Superseded values are not recommended for survey control.
 AC3353
 AC3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3353.See file dsdata.pdf to determine how the superseded data were derived.
 AC3353
 AC3353_MARKER: DD = SURVEY DISK
 AC3353_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3353_SP_SET: STONE SEAWALL CAP
 AC3353_STAMPING: TIDAL BM 3
 AC3353_MARK LOGO: ERBRWN
 AC3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3353+STABILITY: SURFACE MOTION
 AC3353
 AC3353  HISTORY     - Date     Condition        Report By
 AC3353  HISTORY     - UNK      MONUMENTED       LOCSUR
 AC3353  HISTORY     - 1982     GOOD             FLDNR
 AC3353
 AC3353                          STATION DESCRIPTION
 AC3353
 AC3353'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3353'IN KEY LARGO.
 AC3353'BEGIN AT THE WALDORF PLAZA (INTERSECTION OF OCEAN BAY DRIVE AND U.S.
 AC3353'HIGHWAY 1) IN KEY LARGO, GO 0.75 MILE SOUTH ON OCEAN BAY DRIVE TO THE
 AC3353'ENTRANCE ROAD TO THE KAWANA YACHT CLUB, GO 0.05 MILE WEST ON THE
 AC3353'ENTRANCE ROAD TO A SECURITY GATE, GO 0.3 MILE SOUTH OF THE YACHT CLUB
 AC3353'DRIVE TO THE YACHT BASIN AND THE MARK.  THE MARK, AN E.R. BROWNELL AND
 AC3353'ASSOC. SURVEY DISK, IS AT THE SOUTH END OF THE MARINA, IN THE EAST
 AC3353'SEAWALL FOR THE CANAL, 14.3 FEET SOUTH OF THE JUNCTION OF THE CANAL
 AC3353'SEAWALL AND THE MARINA SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4705 ***********************************************************************
 AC4705  DESIGNATION -  872 3721 E TIDAL
 AC4705  PID         -  AC4705
 AC4705  STATE/COUNTY-  FL/MONROE
 AC4705  COUNTRY     -  US
 AC4705  USGS QUAD   -  ROCK HARBOR (2018)
 AC4705
 AC4705                         *CURRENT SURVEY CONTROL
 AC4705  ______________________________________________________________________
 AC4705* NAD 83(1986) POSITION- 25 02 22.     (N) 080 29 45.     (W)   SCALED
 AC4705* NAVD 88 ORTHO HEIGHT -     2.604 (meters)        8.54  (feet) ADJUSTED
 AC4705  ______________________________________________________________________
 AC4705  GEOID HEIGHT    -        -24.000 (meters)                     GEOID18
 AC4705  DYNAMIC HEIGHT  -          2.599 (meters)        8.53  (feet) COMP
 AC4705  MODELED GRAVITY -    978,978.6   (mgal)                       NAVD 88
 AC4705
 AC4705  VERT ORDER      -  FIRST     CLASS II
 AC4705
 AC4705.The horizontal coordinates were scaled from a map and have
 AC4705.an estimated accuracy of +/- 6 seconds.
 AC4705
 AC4705.The orthometric height was determined by differential leveling and
 AC4705.adjusted by the NATIONAL GEODETIC SURVEY
 AC4705.in May 1994.
 AC4705
 AC4705.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4705.GEOID18 height accuracy estimate available here.
 AC4705
 AC4705.Click photographs - Photos may exist for this station.
 AC4705
 AC4705.The dynamic height is computed by dividing the NAVD 88
 AC4705.geopotential number by the normal gravity value computed on the
 AC4705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4705.degrees latitude (g = 980.6199 gals.).
 AC4705
 AC4705.The modeled gravity was interpolated from observed gravity values.
 AC4705
 AC4705;                    North         East    Units  Estimated Accuracy
 AC4705;SPC FL E     -    78,310.      250,880.      MT  (+/- 180 meters Scaled)
 AC4705
 AC4705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH508694(NAD 83)
 AC4705
 AC4705                          SUPERSEDED SURVEY CONTROL
 AC4705
 AC4705  NGVD 29 (09/01/92)    3.077  (m)           10.10   (f) ADJUSTED    1 2
 AC4705
 AC4705.Superseded values are not recommended for survey control.
 AC4705
 AC4705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4705.See file dsdata.pdf to determine how the superseded data were derived.
 AC4705
 AC4705_MARKER: DJ = TIDAL STATION DISK
 AC4705_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4705_STAMPING: 3721 E 1988
 AC4705_MARK LOGO: NOS
 AC4705_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4705+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AC4705
 AC4705  HISTORY     - Date     Condition        Report By
 AC4705  HISTORY     - 1988     MONUMENTED       FLDNR
 AC4705  HISTORY     - 20180919 MARK NOT FOUND   FLDEP
 AC4705
 AC4705                          STATION DESCRIPTION
 AC4705
 AC4705'DESCRIBED BY FL DEPT OF NAT RES 1988
 AC4705'TO REACH THE MARK FROM THE POST OFFICE IN TAVERNIER, GO NORTHEAST ON
 AC4705'U.S. HIGHWAY 1 FOR 2.4 MI (3.9 KM) TO THE INTERSECTION OF ADOBE CASA
 AC4705'COURT ROAD AND THE MARK SOUTHWEST OF THE INTERSECTION.  LOCATED 58.6
 AC4705'FT (17.9 M) NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 AC4705'U.S. HIGHWAY 1, 33.5 FT (10.2 M) SOUTH OF THE CENTERLINE OF ADOBE
 AC4705'CASA COURT ROAD, 28.0 FT (8.5 M) NORTH NORTHWEST OF POWER POLE 16151
 AC4705'AND 175.5 FT (53.5 M) NORTH OF BENCHMARK 872 3721 NO 4 1975.  NOTE--
 AC4705'THE MARK WAS SET IN THE SAME GENERAL LOCATION AS 872 3721 NO 3 1975,
 AC4705'WHICH WAS NOT FOUND.
 AC4705
 AC4705                          STATION RECOVERY (2018)
 AC4705
 AC4705'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC4705'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4704 ***********************************************************************
 AC4704  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4704  DESIGNATION -  872 3721 TIDAL 4
 AC4704  PID         -  AC4704
 AC4704  STATE/COUNTY-  FL/MONROE
 AC4704  COUNTRY     -  US
 AC4704  USGS QUAD   -  ROCK HARBOR (2018)
 AC4704
 AC4704                         *CURRENT SURVEY CONTROL
 AC4704  ______________________________________________________________________
 AC4704* NAD 83(1986) POSITION- 25 02 20.     (N) 080 29 39.     (W)   SCALED
 AC4704* NAVD 88 ORTHO HEIGHT -     2.384 (meters)        7.82  (feet) ADJUSTED
 AC4704  ______________________________________________________________________
 AC4704  GEOID HEIGHT    -        -24.004 (meters)                     GEOID18
 AC4704  DYNAMIC HEIGHT  -          2.380 (meters)        7.81  (feet) COMP
 AC4704  MODELED GRAVITY -    978,978.6   (mgal)                       NAVD 88
 AC4704
 AC4704  VERT ORDER      -  FIRST     CLASS II
 AC4704
 AC4704.The horizontal coordinates were scaled from a map and have
 AC4704.an estimated accuracy of +/- 6 seconds.
 AC4704
 AC4704.The orthometric height was determined by differential leveling and
 AC4704.adjusted by the NATIONAL GEODETIC SURVEY
 AC4704.in May 1994.
 AC4704
 AC4704.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4704.GEOID18 height accuracy estimate available here.
 AC4704
 AC4704.This Tidal Bench Mark is designated as VM 5988
 AC4704.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4704
 AC4704.Click photographs - Photos may exist for this station.
 AC4704
 AC4704.The dynamic height is computed by dividing the NAVD 88
 AC4704.geopotential number by the normal gravity value computed on the
 AC4704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4704.degrees latitude (g = 980.6199 gals.).
 AC4704
 AC4704.The modeled gravity was interpolated from observed gravity values.
 AC4704
 AC4704;                    North         East    Units  Estimated Accuracy
 AC4704;SPC FL E     -    78,240.      251,050.      MT  (+/- 180 meters Scaled)
 AC4704
 AC4704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH510693(NAD 83)
 AC4704
 AC4704                          SUPERSEDED SURVEY CONTROL
 AC4704
 AC4704  NGVD 29 (09/01/92)    2.857  (m)            9.37   (f) ADJUSTED    1 2
 AC4704
 AC4704.Superseded values are not recommended for survey control.
 AC4704
 AC4704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4704.See file dsdata.pdf to determine how the superseded data were derived.
 AC4704
 AC4704_MARKER: DJ = TIDAL STATION DISK
 AC4704_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AC4704_STAMPING: NO 4 1975
 AC4704_MARK LOGO: NOS
 AC4704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC4704+STABILITY: SURFACE MOTION
 AC4704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC4704+SATELLITE: SATELLITE OBSERVATIONS - November 16, 1990
 AC4704
 AC4704  HISTORY     - Date     Condition        Report By
 AC4704  HISTORY     - 1975     MONUMENTED       NOS
 AC4704  HISTORY     - 19901116 GOOD             FLDNR
 AC4704  HISTORY     - 20180919 MARK NOT FOUND   FLDEP
 AC4704
 AC4704                          STATION DESCRIPTION
 AC4704
 AC4704'DESCRIBED BY FL DEPT OF NAT RES 1990
 AC4704'TO REACH THE MARK FROM THE POST OFFICE IN TAVERNIER, GO NORTHEAST ON
 AC4704'U.S. HIGHWAY 1 FOR 2.35 MI (3.78 KM) TO GLANDER MARINE SUPPLIES
 AC4704'STORE ON THE RIGHT, THE MARK IS SET IN THE MEDIAN BETWEEN THE NORTH
 AC4704'AND SOUTHBOUND LANES OF U.S. HIGHWAY 1 IN FRONT OF THE NORTHEAST
 AC4704'CORNER OF THE MARINE STORE.  LOCATED 221.5 FT (67.5 M) SOUTHWEST OF
 AC4704'THE SOUTHWEST EDGE OF THE MEDIAN CROSSOVER FOR ADOBE CASA COURT ROAD,
 AC4704'34.5 FT (10.5 M) NORTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANE
 AC4704'OF U.S. HIGHWAY 1, 36.3 FT (11.1 M) SOUTHEAST OF THE CENTERLINE OF
 AC4704'THE SOUTHBOUND LANE OF U.S. HIGHWAY 1 AND 175.5 FT (53.5 M) SOUTH OF
 AC4704'BENCHMARK 872 3721 E 1988.  NOTE--THIS MARK HAD BEEN REPORTED NOT
 AC4704'FOUND IN 1982.
 AC4704
 AC4704                          STATION RECOVERY (2018)
 AC4704
 AC4704'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC4704'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4702 ***********************************************************************
 AC4702  DESIGNATION -  872 3741 F TIDAL
 AC4702  PID         -  AC4702
 AC4702  STATE/COUNTY-  FL/MONROE
 AC4702  COUNTRY     -  US
 AC4702  USGS QUAD   -  TAVERNIER (2018)
 AC4702
 AC4702                         *CURRENT SURVEY CONTROL
 AC4702  ______________________________________________________________________
 AC4702* NAD 83(1986) POSITION- 25 00 45.38   (N) 080 31 03.83   (W)   HD_HELD1
 AC4702* NAVD 88 ORTHO HEIGHT -    -0.198 (meters)       -0.65  (feet) ADJUSTED
 AC4702  ______________________________________________________________________
 AC4702  GEOID HEIGHT    -        -23.900 (meters)                     GEOID18
 AC4702  DYNAMIC HEIGHT  -         -0.198 (meters)       -0.65  (feet) COMP
 AC4702  MODELED GRAVITY -    978,978.2   (mgal)                       NAVD 88
 AC4702
 AC4702  VERT ORDER      -  FIRST     CLASS II
 AC4702
 AC4702.The horizontal coordinates were determined by differentially corrected
 AC4702.hand held GPS observations or other comparable positioning techniques
 AC4702.and have an estimated accuracy of +/- 3 meters.
 AC4702
 AC4702.The orthometric height was determined by differential leveling and
 AC4702.adjusted by the NATIONAL GEODETIC SURVEY
 AC4702.in May 1994.
 AC4702
 AC4702.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4702.GEOID18 height accuracy estimate available here.
 AC4702
 AC4702.Click photographs - Photos may exist for this station.
 AC4702
 AC4702.The dynamic height is computed by dividing the NAVD 88
 AC4702.geopotential number by the normal gravity value computed on the
 AC4702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4702.degrees latitude (g = 980.6199 gals.).
 AC4702
 AC4702.The modeled gravity was interpolated from observed gravity values.
 AC4702
 AC4702;                    North         East    Units  Estimated Accuracy
 AC4702;SPC FL E     -    75,323.9     248,677.7     MT  (+/- 3 meters HH1 GPS) 
 AC4702
 AC4702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4866166430(NAD 83)
 AC4702
 AC4702                          SUPERSEDED SURVEY CONTROL
 AC4702
 AC4702  NGVD 29 (09/01/92)    0.274  (m)            0.90   (f) ADJUSTED    1 2
 AC4702
 AC4702.Superseded values are not recommended for survey control.
 AC4702
 AC4702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4702.See file dsdata.pdf to determine how the superseded data were derived.
 AC4702
 AC4702_MARKER: DB = BENCH MARK DISK
 AC4702_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC4702_SP_SET: DRAIN PIPE FOUNDATION
 AC4702_STAMPING: 3741 F 1987
 AC4702_MARK LOGO: NOS
 AC4702_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC4702_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC4702_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4702+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2018
 AC4702
 AC4702  HISTORY     - Date     Condition        Report By
 AC4702  HISTORY     - 1987     MONUMENTED       NOS
 AC4702  HISTORY     - 19901115 GOOD             FLDNR
 AC4702  HISTORY     - 20050517 GOOD             PB
 AC4702  HISTORY     - 20180919 GOOD             FLDEP
 AC4702
 AC4702                          STATION DESCRIPTION
 AC4702
 AC4702'DESCRIBED BY FL DEPT OF NAT RES 1990
 AC4702'TO REACH THE MARK FROM THE POST OFFICE IN TAVERNIER, GO NORTH ON
 AC4702'JO-JEAN WAY 1.1 MI (1.8 KM) TO THE DEAD END AT FLORIDA BAY AND THE
 AC4702'MARK ON THE RIGHT, SET IN THE FOUNDATION OF A DRAIN PIPE EXTENDING
 AC4702'INTO THE BAY.  LOCATED 26.2 FT (8.0 M) NORTH OF THE DEAD END GUARD
 AC4702'RAIL, 15.0 FT (4.6 M) SOUTH OF THE PIPE OUTLET, 17.5 FT (5.3 M) EAST
 AC4702'OF THE EXTENDED CENTERLINE OF THE BOAT RAMP AT THE END OF JO-JEAN WAY
 AC4702'AND APPROXIMATELY 80 FT (24.4 M) WEST OF BENCH MARK W 327.
 AC4702
 AC4702                          STATION RECOVERY (2005)
 AC4702
 AC4702'RECOVERY NOTE BY PBS&J 2005 (DWD)
 AC4702'RECOVERED IN GOOD CONDITION.
 AC4702
 AC4702                          STATION RECOVERY (2018)
 AC4702
 AC4702'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC4702'RECOVERED IN GOOD CONDITION.
 AC4702'
 AC4702'NOTE-WITH THE FOLLOWING ADDITIONS, THE MARK IS LOCATED ON THE NORTH
 AC4702'SIDE OF A SMALL BOAT RAMP AT THE END OF JO JEAN WAY.
 AC4702'
 AC4702'NOTE-THE MARK WAS FOUND UNDERWATER AT HIGH TIDE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3364 ***********************************************************************
 AC3364  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3364  DESIGNATION -  872 3747 G TIDAL
 AC3364  PID         -  AC3364
 AC3364  STATE/COUNTY-  FL/MONROE
 AC3364  COUNTRY     -  US
 AC3364  USGS QUAD   -  TAVERNIER (2018)
 AC3364
 AC3364                         *CURRENT SURVEY CONTROL
 AC3364  ______________________________________________________________________
 AC3364* NAD 83(1986) POSITION- 25 00 13.46   (N) 080 31 21.07   (W)   HD_HELD1
 AC3364* NAVD 88 ORTHO HEIGHT -     0.731 (meters)        2.40  (feet) ADJUSTED
 AC3364  ______________________________________________________________________
 AC3364  GEOID HEIGHT    -        -23.873 (meters)                     GEOID18
 AC3364  DYNAMIC HEIGHT  -          0.730 (meters)        2.40  (feet) COMP
 AC3364  MODELED GRAVITY -    978,978.6   (mgal)                       NAVD 88
 AC3364
 AC3364  VERT ORDER      -  FIRST     CLASS II
 AC3364
 AC3364.The horizontal coordinates were determined by differentially corrected
 AC3364.hand held GPS observations or other comparable positioning techniques
 AC3364.and have an estimated accuracy of +/- 3 meters.
 AC3364
 AC3364.The orthometric height was determined by differential leveling and
 AC3364.adjusted by the NATIONAL GEODETIC SURVEY
 AC3364.in April 2020.
 AC3364
 AC3364.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3364.GEOID18 height accuracy estimate available here.
 AC3364
 AC3364.This Tidal Bench Mark is designated as VM 6004
 AC3364.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3364
 AC3364.Click photographs - Photos may exist for this station.
 AC3364
 AC3364.The dynamic height is computed by dividing the NAVD 88
 AC3364.geopotential number by the normal gravity value computed on the
 AC3364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3364.degrees latitude (g = 980.6199 gals.).
 AC3364
 AC3364.The modeled gravity was interpolated from observed gravity values.
 AC3364
 AC3364;                    North         East    Units  Estimated Accuracy
 AC3364;SPC FL E     -    74,340.0     248,197.8     MT  (+/- 3 meters HH1 GPS) 
 AC3364
 AC3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4818165446(NAD 83)
 AC3364
 AC3364                          SUPERSEDED SURVEY CONTROL
 AC3364
 AC3364  NAVD 88 (06/15/91)    0.731  (m)            2.40   (f) SUPERSEDED  2 1
 AC3364  NGVD 29 (09/01/92)    1.199  (m)            3.93   (f) ADJUSTED    2 1
 AC3364
 AC3364.Superseded values are not recommended for survey control.
 AC3364
 AC3364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3364.See file dsdata.pdf to determine how the superseded data were derived.
 AC3364
 AC3364_MARKER: DJ = TIDAL STATION DISK
 AC3364_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3364+WITH SETTING: PAVEMENT
 AC3364_SP_SET: POWER POLE BASE
 AC3364_STAMPING: 3747 G 1982
 AC3364_MARK LOGO: NOS
 AC3364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3364+STABILITY: SURFACE MOTION
 AC3364_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3364+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2018
 AC3364
 AC3364  HISTORY     - Date     Condition        Report By
 AC3364  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3364  HISTORY     - 20180919 GOOD             FLDEP
 AC3364
 AC3364                          STATION DESCRIPTION
 AC3364
 AC3364'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3364'IN TAVERNIER.
 AC3364'BEGIN AT THE POST OFFICE IN TAVERNIER, GO 0.6 MILE
 AC3364'SOUTHWEST ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK
 AC3364'IS SET IN A CONCRETE FOUNDATION FOR A POWER POLE.
 AC3364'THE MARK BEARS 35.1 FEET SOUTHEAST OF THE CENTERLINE
 AC3364'OF THE ACCESS ROAD (OLD U.S. HIGHWAY 1), 83.6 FEET
 AC3364'SOUTHEAST OF THE SOUTHEAST SIDE OF U.S. HIGHWAY 1,
 AC3364'APPROXIMATELY 370 FEET SOUTHWEST OF THE CENTERLINE
 AC3364'OF OCEAN BOULEVARD, AND ACROSS U.S. HIGHWAY 1 AND
 AC3364'SOUTH OF MCDONALDS RESTAURANT.
 AC3364'THE MARK IS 1.5 FT ABOVE GROUND.
 AC3364
 AC3364                          STATION RECOVERY (2018)
 AC3364
 AC3364'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3364'RECOVERED IN GOOD CONDITION.
 AC3364'
 AC3364'NOTE-WITH THE FOLLOWING ADDITION.  THE MARK IS SET IN THE BASE OF A
 AC3364'LARGE METAL POWER POLE NUMBER C5 512, 4.0 FT (1.2 M) BELOW THE LEVEL
 AC3364'OF U.S. HIGHWAY 1 (OVERSEAS HIGHWAY) NORTHBOUND LANES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0441 ***********************************************************************
 AC0441  TIDAL BM    -  This is a Tidal Bench Mark.
 AC0441  DESIGNATION -  872 3747 TIDAL 1
 AC0441  PID         -  AC0441
 AC0441  STATE/COUNTY-  FL/MONROE
 AC0441  COUNTRY     -  US
 AC0441  USGS QUAD   -  TAVERNIER (2018)
 AC0441
 AC0441                         *CURRENT SURVEY CONTROL
 AC0441  ______________________________________________________________________
 AC0441* NAD 83(1986) POSITION- 25 00 13.     (N) 080 31 02.     (W)   SCALED
 AC0441* NAVD 88 ORTHO HEIGHT -     0.610 (meters)        2.00  (feet) ADJUSTED
 AC0441  ______________________________________________________________________
 AC0441  GEOID HEIGHT    -        -23.889 (meters)                     GEOID18
 AC0441  DYNAMIC HEIGHT  -          0.609 (meters)        2.00  (feet) COMP
 AC0441  MODELED GRAVITY -    978,978.6   (mgal)                       NAVD 88
 AC0441
 AC0441  VERT ORDER      -  FIRST     CLASS II
 AC0441
 AC0441.The horizontal coordinates were scaled from a map and have
 AC0441.an estimated accuracy of +/- 6 seconds.
 AC0441
 AC0441.The orthometric height was determined by differential leveling and
 AC0441.adjusted by the NATIONAL GEODETIC SURVEY
 AC0441.in June 1991.
 AC0441
 AC0441.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0441.GEOID18 height accuracy estimate available here.
 AC0441
 AC0441.This Tidal Bench Mark is designated as VM 6000
 AC0441.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC0441
 AC0441.Click photographs - Photos may exist for this station.
 AC0441
 AC0441.The dynamic height is computed by dividing the NAVD 88
 AC0441.geopotential number by the normal gravity value computed on the
 AC0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0441.degrees latitude (g = 980.6199 gals.).
 AC0441
 AC0441.The modeled gravity was interpolated from observed gravity values.
 AC0441
 AC0441;                    North         East    Units  Estimated Accuracy
 AC0441;SPC FL E     -    74,330.      248,730.      MT  (+/- 180 meters Scaled)
 AC0441
 AC0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH487654(NAD 83)
 AC0441
 AC0441                          SUPERSEDED SURVEY CONTROL
 AC0441
 AC0441  NGVD 29 (??/??/92)    1.083  (m)            3.55   (f) SUPERSEDED  1 2
 AC0441  NGVD 29 (09/01/92)    1.081  (m)            3.55   (f) ADJUSTED    1 2
 AC0441
 AC0441.Superseded values are not recommended for survey control.
 AC0441
 AC0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0441.See file dsdata.pdf to determine how the superseded data were derived.
 AC0441
 AC0441_MARKER: DB = BENCH MARK DISK
 AC0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC0441_STAMPING: NO 1 1935
 AC0441_MARK LOGO: CGS
 AC0441_PROJECTION: RECESSED 18 CENTIMETERS
 AC0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC0441+STABILITY: SURFACE MOTION
 AC0441
 AC0441  HISTORY     - Date     Condition        Report By
 AC0441  HISTORY     - 1935     MONUMENTED       CGS
 AC0441  HISTORY     - 1966     GOOD             CGS
 AC0441  HISTORY     - 1970     GOOD             NGS
 AC0441  HISTORY     - 1979     GOOD             NGS
 AC0441  HISTORY     - 20180920 MARK NOT FOUND   FLDEP
 AC0441
 AC0441                          STATION DESCRIPTION
 AC0441
 AC0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AC0441'0.7 MI S FROM TAVERNIER.
 AC0441'ABOUT 0.45 MILE SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AC0441'OFFICE AT TAVERNIER, THENCE ABOUT 0.25 MILE SOUTHEAST ALONG
 AC0441'LOWE STREET, ON DRESSING POINT, IN THE LAWN OF A RESIDENCE
 AC0441'PRESENTLY OWNED BY MRS. DRESSING, 67 FEET SOUTH OF THE CENTER
 AC0441'LINE OF LOWE STREET, 36.5 FEET EAST OF THE CENTER LINE OF DRIVE
 AC0441'TO HOUSE, 41 1/2 FEET SOUTH OF A POWER POLE, 18.1 FEET NORTH OF
 AC0441'THE NORTHEAST CORNER OF THE HOUSE, 1 FOOT WEST OF THE EXTENDED
 AC0441'EAST WALL OF HOUSE, 48.2 FEET NORTHWEST OF A 2-INCH IRON PIPE
 AC0441'WHICH SUPPORTS A GAS YARD LIGHT, ABOUT LEVEL WITH THE STREET
 AC0441'AND SET IN THE TOP OF A CONCRETE POST 0.6 FOOT UNDERGROUND.
 AC0441
 AC0441                          STATION RECOVERY (1970)
 AC0441
 AC0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AC0441'RECOVERED IN GOOD CONDITION.
 AC0441
 AC0441                          STATION RECOVERY (1979)
 AC0441
 AC0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AC0441'OMIT PRESENTLY OWNED BY MRS.DRESSING
 AC0441'ADD PRESENTLY OWNED BY DR. M.E.SCHNEIDER
 AC0441'OMIT 48.2 FEET NORTHWEST OF A 2 INCH IRON PIPE WHICH SUPPORTS A GAS
 AC0441'YARD LIGHT.
 AC0441'ADD 16 FEET SOUTHEAST OF A 12 PALM TREE.
 AC0441
 AC0441                          STATION RECOVERY (2018)
 AC0441
 AC0441'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC0441'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4637 ***********************************************************************
 AC4637  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4637  DESIGNATION -  872 3748 D TIDAL
 AC4637  PID         -  AC4637
 AC4637  STATE/COUNTY-  FL/MONROE
 AC4637  COUNTRY     -  US
 AC4637  USGS QUAD   -  TAVERNIER (2018)
 AC4637
 AC4637                         *CURRENT SURVEY CONTROL
 AC4637  ______________________________________________________________________
 AC4637* NAD 83(1986) POSITION- 25 00 09.2    (N) 080 31 46.5    (W)   HD_HELD2
 AC4637* NAVD 88 ORTHO HEIGHT -     6.742 (meters)       22.12  (feet) ADJUSTED
 AC4637  ______________________________________________________________________
 AC4637  GEOID HEIGHT    -        -23.851 (meters)                     GEOID18
 AC4637  DYNAMIC HEIGHT  -          6.730 (meters)       22.08  (feet) COMP
 AC4637  MODELED GRAVITY -    978,978.4   (mgal)                       NAVD 88
 AC4637
 AC4637  VERT ORDER      -  SECOND    CLASS I
 AC4637
 AC4637.The horizontal coordinates were established by autonomous hand held GPS
 AC4637.observations and have an estimated accuracy of +/- 10 meters.
 AC4637
 AC4637.The orthometric height was determined by differential leveling and
 AC4637.adjusted by the NATIONAL GEODETIC SURVEY
 AC4637.in June 1991.
 AC4637
 AC4637.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4637.GEOID18 height accuracy estimate available here.
 AC4637
 AC4637.This Tidal Bench Mark is designated as VM 6008
 AC4637.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4637
 AC4637.Click photographs - Photos may exist for this station.
 AC4637
 AC4637.The dynamic height is computed by dividing the NAVD 88
 AC4637.geopotential number by the normal gravity value computed on the
 AC4637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4637.degrees latitude (g = 980.6199 gals.).
 AC4637
 AC4637.The modeled gravity was interpolated from observed gravity values.
 AC4637
 AC4637;                    North         East    Units  Estimated Accuracy
 AC4637;SPC FL E     -    74,206.      247,485.      MT  (+/- 10 meters HH2 GPS)
 AC4637
 AC4637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4746865313(NAD 83)
 AC4637
 AC4637                          SUPERSEDED SURVEY CONTROL
 AC4637
 AC4637  NGVD 29 (09/01/92)    7.214  (m)           23.67   (f) ADJUSTED    2 1
 AC4637
 AC4637.Superseded values are not recommended for survey control.
 AC4637
 AC4637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4637.See file dsdata.pdf to determine how the superseded data were derived.
 AC4637
 AC4637_MARKER: DD = SURVEY DISK
 AC4637_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC4637_SP_SET: BRIDGE GUARDRAIL
 AC4637_STAMPING: 3748 D
 AC4637_MARK LOGO: FLDT
 AC4637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC4637_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4637+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2018
 AC4637
 AC4637  HISTORY     - Date     Condition        Report By
 AC4637  HISTORY     - UNK      MONUMENTED       FLDT
 AC4637  HISTORY     - 1986     GOOD             FLDNR
 AC4637  HISTORY     - 20180920 GOOD             FLDEP
 AC4637
 AC4637                          STATION DESCRIPTION
 AC4637
 AC4637'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4637'1.1 MI SW FROM TAVERNIER.
 AC4637'BEGIN AT THE POST OFFICE IN TAVERNIER, GO 1.1 MILES SOUTHWEST ALONG
 AC4637'U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE TAVERNIER CREEK BRIDGE
 AC4637'AND THE MARK.  THE MARK BEARS 11.3 FEET WEST OF THE NORTHEAST END OF
 AC4637'A BRIDGE ABUTMENT, 20.7 FEET NORTH OF THE CENTERLINE OF U.S. 1, AND
 AC4637'32.3 FEET WEST OF A WOODEN LIGHT POLE.  THE MARK WAS STAMPED BY THIS
 AC4637'PARTY.
 AC4637'THE MARK IS 2.9 FT ABOVE U.S. 1.
 AC4637
 AC4637                          STATION RECOVERY (2018)
 AC4637
 AC4637'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC4637'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4636 ***********************************************************************
 AC4636  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4636  DESIGNATION -  872 3748 E TIDAL
 AC4636  PID         -  AC4636
 AC4636  STATE/COUNTY-  FL/MONROE
 AC4636  COUNTRY     -  US
 AC4636  USGS QUAD   -  TAVERNIER (2018)
 AC4636
 AC4636                         *CURRENT SURVEY CONTROL
 AC4636  ______________________________________________________________________
 AC4636* NAD 83(1986) POSITION- 25 00 09.4    (N) 080 31 50.2    (W)   HD_HELD2
 AC4636* NAVD 88 ORTHO HEIGHT -     6.709 (meters)       22.01  (feet) ADJUSTED
 AC4636  ______________________________________________________________________
 AC4636  GEOID HEIGHT    -        -23.848 (meters)                     GEOID18
 AC4636  DYNAMIC HEIGHT  -          6.698 (meters)       21.98  (feet) COMP
 AC4636  MODELED GRAVITY -    978,978.3   (mgal)                       NAVD 88
 AC4636
 AC4636  VERT ORDER      -  FIRST     CLASS II
 AC4636
 AC4636.The horizontal coordinates were established by autonomous hand held GPS
 AC4636.observations and have an estimated accuracy of +/- 10 meters.
 AC4636
 AC4636.The orthometric height was determined by differential leveling and
 AC4636.adjusted by the NATIONAL GEODETIC SURVEY
 AC4636.in April 2020.
 AC4636
 AC4636.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4636.GEOID18 height accuracy estimate available here.
 AC4636
 AC4636.This Tidal Bench Mark is designated as VM 6009
 AC4636.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4636
 AC4636.Click photographs - Photos may exist for this station.
 AC4636
 AC4636.The dynamic height is computed by dividing the NAVD 88
 AC4636.geopotential number by the normal gravity value computed on the
 AC4636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4636.degrees latitude (g = 980.6199 gals.).
 AC4636
 AC4636.The modeled gravity was interpolated from observed gravity values.
 AC4636
 AC4636;                    North         East    Units  Estimated Accuracy
 AC4636;SPC FL E     -    74,212.      247,381.      MT  (+/- 10 meters HH2 GPS)
 AC4636
 AC4636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4736565318(NAD 83)
 AC4636
 AC4636                          SUPERSEDED SURVEY CONTROL
 AC4636
 AC4636  NAVD 88 (06/15/91)    6.709  (m)           22.01   (f) SUPERSEDED  2 1
 AC4636  NGVD 29 (09/01/92)    7.182  (m)           23.56   (f) ADJUSTED    2 1
 AC4636
 AC4636.Superseded values are not recommended for survey control.
 AC4636
 AC4636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4636.See file dsdata.pdf to determine how the superseded data were derived.
 AC4636
 AC4636_MARKER: DD = SURVEY DISK
 AC4636_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC4636_SP_SET: BRIDGE GUARDRAIL
 AC4636_STAMPING: 3748 E
 AC4636_MARK LOGO: FLDT
 AC4636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC4636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4636+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2019
 AC4636
 AC4636  HISTORY     - Date     Condition        Report By
 AC4636  HISTORY     - UNK      MONUMENTED       FLDT
 AC4636  HISTORY     - 1986     GOOD             FLDNR
 AC4636  HISTORY     - 20190225 GOOD             FLDEP
 AC4636
 AC4636                          STATION DESCRIPTION
 AC4636
 AC4636'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4636'1.1 MI SW FROM TAVERNIER.
 AC4636'BEGIN AT THE POST OFFICE IN TAVERNIER, GO 1.1 MILES SOUTHWEST ALONG
 AC4636'U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE TAVERNIER CREEK BRIDGE
 AC4636'AND THE MARK.  THE MARK BEARS 21.3 FEET NORTH OF THE CENTERLINE OF
 AC4636'U.S. 1, 1.1 FEET EAST OF THE NORTHWEST END OF THE BRIDGE, AND 9.5
 AC4636'FEET SOUTH OF A WOODEN ELECTRICAL POLE.  THE MARK WAS STAMPED BY THIS
 AC4636'PARTY.
 AC4636'THE MARK IS 2.9 FT ABOVE U.S. 1.
 AC4636
 AC4636                          STATION RECOVERY (2019)
 AC4636
 AC4636'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (SVV)
 AC4636'RECOVERED IN GOOD CONDITION.
 AC4636'
 AC4636'NOTE-THESE ADDITIONS, 58.0 FT (17.7 M) NORTHEAST OF A METAL POWERPOLE
 AC4636'NUMBER C5 520, 32.4 FT (9.9 M) NORTH-NORTHEAST OF THE APPROXIMATE
 AC4636'CENTERLINE OF U.S. HIGHWAY 1 SOUTHBOUND LANES AND 20.3 FT (6.2 M)
 AC4636'SOUTH-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 1
 AC4636'NORTHBOUND LANES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4635 ***********************************************************************
 AC4635  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4635  DESIGNATION -  872 3748 F TIDAL
 AC4635  PID         -  AC4635
 AC4635  STATE/COUNTY-  FL/MONROE
 AC4635  COUNTRY     -  US
 AC4635  USGS QUAD   -  TAVERNIER (2018)
 AC4635
 AC4635                         *CURRENT SURVEY CONTROL
 AC4635  ______________________________________________________________________
 AC4635* NAD 83(1986) POSITION- 25 00 08.8    (N) 080 31 50.4    (W)   HD_HELD2
 AC4635* NAVD 88 ORTHO HEIGHT -     4.909 (meters)       16.11  (feet) ADJUSTED
 AC4635  ______________________________________________________________________
 AC4635  GEOID HEIGHT    -        -23.847 (meters)                     GEOID18
 AC4635  DYNAMIC HEIGHT  -          4.900 (meters)       16.08  (feet) COMP
 AC4635  MODELED GRAVITY -    978,978.3   (mgal)                       NAVD 88
 AC4635
 AC4635  VERT ORDER      -  FIRST     CLASS II
 AC4635
 AC4635.The horizontal coordinates were established by autonomous hand held GPS
 AC4635.observations and have an estimated accuracy of +/- 10 meters.
 AC4635
 AC4635.The orthometric height was determined by differential leveling and
 AC4635.adjusted by the NATIONAL GEODETIC SURVEY
 AC4635.in April 2020.
 AC4635
 AC4635.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4635.GEOID18 height accuracy estimate available here.
 AC4635
 AC4635.This Tidal Bench Mark is designated as VM 6010
 AC4635.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4635
 AC4635.Click photographs - Photos may exist for this station.
 AC4635
 AC4635.The dynamic height is computed by dividing the NAVD 88
 AC4635.geopotential number by the normal gravity value computed on the
 AC4635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4635.degrees latitude (g = 980.6199 gals.).
 AC4635
 AC4635.The modeled gravity was interpolated from observed gravity values.
 AC4635
 AC4635;                    North         East    Units  Estimated Accuracy
 AC4635;SPC FL E     -    74,194.      247,376.      MT  (+/- 10 meters HH2 GPS)
 AC4635
 AC4635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4735965300(NAD 83)
 AC4635
 AC4635                          SUPERSEDED SURVEY CONTROL
 AC4635
 AC4635  NAVD 88 (06/15/91)    4.909  (m)           16.11   (f) SUPERSEDED  1 2
 AC4635  NGVD 29 (09/01/92)    5.381  (m)           17.65   (f) ADJUSTED    1 2
 AC4635
 AC4635.Superseded values are not recommended for survey control.
 AC4635
 AC4635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4635.See file dsdata.pdf to determine how the superseded data were derived.
 AC4635
 AC4635_MARKER: DB = BENCH MARK DISK
 AC4635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC4635_SP_SET: POWER POLE BASE
 AC4635_STAMPING: 3748 F 1986
 AC4635_MARK LOGO: NOS
 AC4635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4635_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4635+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2018
 AC4635
 AC4635  HISTORY     - Date     Condition        Report By
 AC4635  HISTORY     - 1986     MONUMENTED       FLDNR
 AC4635  HISTORY     - 19901115 GOOD             FLDNR
 AC4635  HISTORY     - 19910417 GOOD             USPSQD
 AC4635  HISTORY     - 20051011 GOOD             PB
 AC4635  HISTORY     - 20180920 GOOD             FLDEP
 AC4635
 AC4635                          STATION DESCRIPTION
 AC4635
 AC4635'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4635'1.2 MI SW FROM TAVERNIER.
 AC4635'BEGIN AT THE POST OFFICE IN TAVERNIER, GO 1.2 MILES SOUTHWEST ALONG
 AC4635'U.S. HIGHWAY 1 TO THE MARK.  THE MARK BEARS 0.1 MILE SOUTHWEST OF
 AC4635'THE TAVERNIER CREEK BRIDGE, 30.8 FEET SOUTH OF THE CENTERLINE OF U.S.
 AC4635'1, 27.0 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRIDGE
 AC4635'ABUTMENT FOR THE TAVERNIER CREEK BRIDGE, 10.0 FEET SOUTH OF A GUARD
 AC4635'RAIL, AND 27.3 FEET WEST OF THE SOUTHWEST CORNER THE WALKWAY.  THE
 AC4635'MARK IS SET IN THE 6 FOOT BASE OF POWER POLE 520.
 AC4635'THE MARK IS 3.0 FT BELOW U.S. 1.
 AC4635
 AC4635                          STATION RECOVERY (1990)
 AC4635
 AC4635'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AC4635'RECOVERED IN GOOD CONDITION EXCEPT DELETE THE PART ABOUT 0.1 MI (0.2
 AC4635'KM) SOUTHWEST OF TAVERNIER CREEK BRIDGE.
 AC4635
 AC4635                          STATION RECOVERY (1991)
 AC4635
 AC4635'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFG)
 AC4635'RECOVERED IN GOOD CONDITION.
 AC4635
 AC4635                          STATION RECOVERY (2005)
 AC4635
 AC4635'RECOVERY NOTE BY PBS&J 2005 (DWD)
 AC4635'RECOVERED IN GOOD CONDITION.
 AC4635
 AC4635                          STATION RECOVERY (2018)
 AC4635
 AC4635'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC4635'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4634 ***********************************************************************
 AC4634  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4634  DESIGNATION -  872 3748 G TIDAL
 AC4634  PID         -  AC4634
 AC4634  STATE/COUNTY-  FL/MONROE
 AC4634  COUNTRY     -  US
 AC4634  USGS QUAD   -  TAVERNIER (2018)
 AC4634
 AC4634                         *CURRENT SURVEY CONTROL
 AC4634  ______________________________________________________________________
 AC4634* NAD 83(1986) POSITION- 25 00 09.60   (N) 080 31 58.09   (W)   HD_HELD1
 AC4634* NAVD 88 ORTHO HEIGHT -     1.626 (meters)        5.33  (feet) ADJUSTED
 AC4634  ______________________________________________________________________
 AC4634  GEOID HEIGHT    -        -23.842 (meters)                     GEOID18
 AC4634  DYNAMIC HEIGHT  -          1.623 (meters)        5.32  (feet) COMP
 AC4634  MODELED GRAVITY -    978,978.2   (mgal)                       NAVD 88
 AC4634
 AC4634  VERT ORDER      -  SECOND    CLASS I
 AC4634
 AC4634.The horizontal coordinates were determined by differentially corrected
 AC4634.hand held GPS observations or other comparable positioning techniques
 AC4634.and have an estimated accuracy of +/- 3 meters.
 AC4634
 AC4634.The orthometric height was determined by differential leveling and
 AC4634.adjusted by the NATIONAL GEODETIC SURVEY
 AC4634.in June 1991.
 AC4634
 AC4634.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4634.GEOID18 height accuracy estimate available here.
 AC4634
 AC4634.This Tidal Bench Mark is designated as VM 6011
 AC4634.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4634
 AC4634.Click photographs - Photos may exist for this station.
 AC4634
 AC4634.The dynamic height is computed by dividing the NAVD 88
 AC4634.geopotential number by the normal gravity value computed on the
 AC4634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4634.degrees latitude (g = 980.6199 gals.).
 AC4634
 AC4634.The modeled gravity was interpolated from observed gravity values.
 AC4634
 AC4634;                    North         East    Units  Estimated Accuracy
 AC4634;SPC FL E     -    74,217.6     247,160.1     MT  (+/- 3 meters HH1 GPS) 
 AC4634
 AC4634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4714465324(NAD 83)
 AC4634
 AC4634                          SUPERSEDED SURVEY CONTROL
 AC4634
 AC4634  NGVD 29 (09/01/92)    2.098  (m)            6.88   (f) ADJUSTED    2 1
 AC4634
 AC4634.Superseded values are not recommended for survey control.
 AC4634
 AC4634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4634.See file dsdata.pdf to determine how the superseded data were derived.
 AC4634
 AC4634_MARKER: DB = BENCH MARK DISK
 AC4634_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC4634_SP_SET: POWER POLE BASE
 AC4634_STAMPING: 3748G 1986
 AC4634_MARK LOGO: NOS
 AC4634_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC4634_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC4634+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2018
 AC4634
 AC4634  HISTORY     - Date     Condition        Report By
 AC4634  HISTORY     - 1986     MONUMENTED       FLDNR
 AC4634  HISTORY     - 19910417 GOOD             USPSQD
 AC4634  HISTORY     - 20180920 GOOD             FLDEP
 AC4634
 AC4634                          STATION DESCRIPTION
 AC4634
 AC4634'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4634'1.3 MI SW FROM TAVERNIER.
 AC4634'BEGIN AT THE POST OFFICE IN TAVERNIER, GO 1.3 MILES SOUTHWEST ALONG
 AC4634'U.S. HIGHWAY 1 TO THE MARK.  THE MARK BEARS 31.0 FEET SOUTH OF THE
 AC4634'CENTERLINE OF U.S. 1, 28.0 FEET NORTH OF THE CENTERLINE OF A SERVICE
 AC4634'ROAD, 77.0 FEET EAST OF THE CENTERLINE OF AN ACCESS ROAD FROM U.S. 1
 AC4634'TO THE SERVICE ROAD, AND 59.4 FEET NORTHWEST OF THE FRONT DOOR TO THE
 AC4634'TROPICAL CAFE.  THE MARK IS SET IN THE 6 FOOT BASE OF POWER POLE 522.
 AC4634'THE MARK IS 2.0 FT BELOW U.S. 1.
 AC4634
 AC4634                          STATION RECOVERY (1991)
 AC4634
 AC4634'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFG)
 AC4634'RECOVERED IN GOOD CONDITION.
 AC4634
 AC4634                          STATION RECOVERY (2018)
 AC4634
 AC4634'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC4634'RECOVERED IN GOOD CONDITION.
 AC4634'
 AC4634'NOTE-WITH THE FOLLOWING ADDITION.  THE MARK IS 31.0 FT (9.4 M) SOUTH
 AC4634'OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 1 (OVERSEAS HIGHWAY).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC4638 ***********************************************************************
 AC4638  TIDAL BM    -  This is a Tidal Bench Mark.
 AC4638  DESIGNATION -  872 3748 H TIDAL
 AC4638  PID         -  AC4638
 AC4638  STATE/COUNTY-  FL/MONROE
 AC4638  COUNTRY     -  US
 AC4638  USGS QUAD   -  TAVERNIER (2018)
 AC4638
 AC4638                         *CURRENT SURVEY CONTROL
 AC4638  ______________________________________________________________________
 AC4638* NAD 83(1986) POSITION- 25 00 05.     (N) 080 32 04.     (W)   SCALED
 AC4638* NAVD 88 ORTHO HEIGHT -     0.794 (meters)        2.61  (feet) ADJUSTED
 AC4638  ______________________________________________________________________
 AC4638  GEOID HEIGHT    -        -23.835 (meters)                     GEOID18
 AC4638  DYNAMIC HEIGHT  -          0.792 (meters)        2.60  (feet) COMP
 AC4638  MODELED GRAVITY -    978,978.1   (mgal)                       NAVD 88
 AC4638
 AC4638  VERT ORDER      -  SECOND    CLASS I
 AC4638
 AC4638.The horizontal coordinates were scaled from a map and have
 AC4638.an estimated accuracy of +/- 6 seconds.
 AC4638
 AC4638.The orthometric height was determined by differential leveling and
 AC4638.adjusted by the NATIONAL GEODETIC SURVEY
 AC4638.in June 1991.
 AC4638
 AC4638.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC4638.GEOID18 height accuracy estimate available here.
 AC4638
 AC4638.This Tidal Bench Mark is designated as VM 6012
 AC4638.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC4638
 AC4638.Click photographs - Photos may exist for this station.
 AC4638
 AC4638.The dynamic height is computed by dividing the NAVD 88
 AC4638.geopotential number by the normal gravity value computed on the
 AC4638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC4638.degrees latitude (g = 980.6199 gals.).
 AC4638
 AC4638.The modeled gravity was interpolated from observed gravity values.
 AC4638
 AC4638;                    North         East    Units  Estimated Accuracy
 AC4638;SPC FL E     -    74,080.      247,000.      MT  (+/- 180 meters Scaled)
 AC4638
 AC4638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH469651(NAD 83)
 AC4638
 AC4638                          SUPERSEDED SURVEY CONTROL
 AC4638
 AC4638  NGVD 29 (09/01/92)    1.266  (m)            4.15   (f) ADJUSTED    2 1
 AC4638
 AC4638.Superseded values are not recommended for survey control.
 AC4638
 AC4638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC4638.See file dsdata.pdf to determine how the superseded data were derived.
 AC4638
 AC4638_MARKER: DJ = TIDAL STATION DISK
 AC4638_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC4638_SP_SET: UNDERGROUND PAD
 AC4638_STAMPING: 3748 H 1986
 AC4638_MARK LOGO: NOS
 AC4638_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC4638
 AC4638  HISTORY     - Date     Condition        Report By
 AC4638  HISTORY     - 1986     MONUMENTED       FLDNR
 AC4638  HISTORY     - 19910417 GOOD             USPSQD
 AC4638  HISTORY     - 20180918 MARK NOT FOUND   FLDEP
 AC4638
 AC4638                          STATION DESCRIPTION
 AC4638
 AC4638'DESCRIBED BY FL DEPT OF NAT RES 1986
 AC4638'1.4 MI SW FROM TAVERNIER.
 AC4638'BEGIN AT THE POST OFFICE IN TAVERNIER, GO 1.4 MILES SOUTHWEST ALONG
 AC4638'U.S. HIGHWAY 1 TO THE MARK.  THE MARK BEARS 65.0 FEET SOUTH OF THE
 AC4638'CENTERLINE OF U.S. 1, 15.5 FEET NORTH OF THE CENTERLINE OF A SERVICE
 AC4638'ROAD, 143 FEET WEST OF THE CONCRETE BASE OF A SIGN FOR KEYS MOTEL,
 AC4638'AND 144 FEET EAST OF POWER POLE 524.  THE MARK IS SET IN A 11 FOOT BY
 AC4638'11.5 FOOT CONCRETE PAD FOR AN ELECTRIC BOX.
 AC4638'THE MARK IS 1.0 FT BELOW SERVICE ROAD.
 AC4638
 AC4638                          STATION RECOVERY (1991)
 AC4638
 AC4638'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFG)
 AC4638'RECOVERED IN GOOD CONDITION.
 AC4638
 AC4638                          STATION RECOVERY (2018)
 AC4638
 AC4638'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC4638'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3366 ***********************************************************************
 AC3366  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3366  DESIGNATION -  872 3749 D TIDAL
 AC3366  PID         -  AC3366
 AC3366  STATE/COUNTY-  FL/MONROE
 AC3366  COUNTRY     -  US
 AC3366  USGS QUAD   -  TAVERNIER (2018)
 AC3366
 AC3366                         *CURRENT SURVEY CONTROL
 AC3366  ______________________________________________________________________
 AC3366* NAD 83(1986) POSITION- 25 00 06.0    (N) 080 32 08.4    (W)   HD_HELD2
 AC3366* NAVD 88 ORTHO HEIGHT -     1.022 (meters)        3.35  (feet) ADJUSTED
 AC3366  ______________________________________________________________________
 AC3366  GEOID HEIGHT    -        -23.832 (meters)                     GEOID18
 AC3366  DYNAMIC HEIGHT  -          1.020 (meters)        3.35  (feet) COMP
 AC3366  MODELED GRAVITY -    978,978.1   (mgal)                       NAVD 88
 AC3366
 AC3366  VERT ORDER      -  SECOND    CLASS I
 AC3366
 AC3366.The horizontal coordinates were established by autonomous hand held GPS
 AC3366.observations and have an estimated accuracy of +/- 10 meters.
 AC3366
 AC3366.The orthometric height was determined by differential leveling and
 AC3366.adjusted by the NATIONAL GEODETIC SURVEY
 AC3366.in June 1991.
 AC3366
 AC3366.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3366.GEOID18 height accuracy estimate available here.
 AC3366
 AC3366.This Tidal Bench Mark is designated as VM 6015
 AC3366.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3366
 AC3366.Click photographs - Photos may exist for this station.
 AC3366
 AC3366.The dynamic height is computed by dividing the NAVD 88
 AC3366.geopotential number by the normal gravity value computed on the
 AC3366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3366.degrees latitude (g = 980.6199 gals.).
 AC3366
 AC3366.The modeled gravity was interpolated from observed gravity values.
 AC3366
 AC3366;                    North         East    Units  Estimated Accuracy
 AC3366;SPC FL E     -    74,106.      246,871.      MT  (+/- 10 meters HH2 GPS)
 AC3366
 AC3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4685565212(NAD 83)
 AC3366
 AC3366                          SUPERSEDED SURVEY CONTROL
 AC3366
 AC3366  NGVD 29 (09/01/92)    1.494  (m)            4.90   (f) ADJUSTED    2 1
 AC3366
 AC3366.Superseded values are not recommended for survey control.
 AC3366
 AC3366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3366.See file dsdata.pdf to determine how the superseded data were derived.
 AC3366
 AC3366_MARKER: DD = SURVEY DISK
 AC3366_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AC3366_SP_SET: POWER POLE BASE
 AC3366_STAMPING: 3749D 1982 BSM
 AC3366_MARK LOGO: FLDNR
 AC3366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3366_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3366+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2018
 AC3366
 AC3366  HISTORY     - Date     Condition        Report By
 AC3366  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3366  HISTORY     - 1986     GOOD             FLDNR
 AC3366  HISTORY     - 20180920 GOOD             FLDEP
 AC3366
 AC3366                          STATION DESCRIPTION
 AC3366
 AC3366'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3366'1.5 MI SW FROM TAVERNIER.
 AC3366'BEGIN AT THE POST OFFICE IN TAVERNIER ON PLANTATION KEY, GO 1.5 MILES
 AC3366'SOUTHWEST ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS SET FLUSH IN THE
 AC3366'NORTHWEST SIDE OF A 5-FOOT DIAMETER CONCRETE BASE FOR A METAL POWER
 AC3366'POLE NUMBER 525.  THE MARK BEARS 0.35 MILE SOUTHWEST OF THE WEST
 AC3366'END OF THE BRIDGE OVER TAVERNIER CREEK, 53.7 FEET SOUTHEAST OF
 AC3366'THE CENTERLINE OF U.S. HIGHWAY 1, 27.6 FEET NORTHWEST OF THE
 AC3366'CENTERLINE OF OLD U.S. HIGHWAY 1, 60.3 FEET NORTH-NORTHWEST OF THE
 AC3366'NORTHWEST CORNER OF THE FISHING CENTER STORE, AND ACROSS U.S.
 AC3366'HIGHWAY 1 AND THE INTERSECTION OF SUNSHINE BOULEVARD.
 AC3366'THE MARK IS 1.5 FT ABOVE GROUND.
 AC3366
 AC3366                          STATION RECOVERY (1986)
 AC3366
 AC3366'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AC3366'RECOVERED IN GOOD CONDITION.
 AC3366
 AC3366                          STATION RECOVERY (2018)
 AC3366
 AC3366'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3366'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3365 ***********************************************************************
 AC3365  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3365  DESIGNATION -  872 3749 E TIDAL
 AC3365  PID         -  AC3365
 AC3365  STATE/COUNTY-  FL/MONROE
 AC3365  COUNTRY     -  US
 AC3365  USGS QUAD   -  TAVERNIER (2018)
 AC3365
 AC3365                         *CURRENT SURVEY CONTROL
 AC3365  ______________________________________________________________________
 AC3365* NAD 83(1986) POSITION- 25 00 03.2    (N) 080 32 11.1    (W)   HD_HELD2
 AC3365* NAVD 88 ORTHO HEIGHT -     0.851 (meters)        2.79  (feet) ADJUSTED
 AC3365  ______________________________________________________________________
 AC3365  GEOID HEIGHT    -        -23.829 (meters)                     GEOID18
 AC3365  DYNAMIC HEIGHT  -          0.850 (meters)        2.79  (feet) COMP
 AC3365  MODELED GRAVITY -    978,978.1   (mgal)                       NAVD 88
 AC3365
 AC3365  VERT ORDER      -  FIRST     CLASS II
 AC3365
 AC3365.The horizontal coordinates were established by autonomous hand held GPS
 AC3365.observations and have an estimated accuracy of +/- 10 meters.
 AC3365
 AC3365.The orthometric height was determined by differential leveling and
 AC3365.adjusted by the NATIONAL GEODETIC SURVEY
 AC3365.in June 1991.
 AC3365
 AC3365.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3365.GEOID18 height accuracy estimate available here.
 AC3365
 AC3365.This Tidal Bench Mark is designated as VM 6016
 AC3365.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3365
 AC3365.Click photographs - Photos may exist for this station.
 AC3365
 AC3365.The dynamic height is computed by dividing the NAVD 88
 AC3365.geopotential number by the normal gravity value computed on the
 AC3365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3365.degrees latitude (g = 980.6199 gals.).
 AC3365
 AC3365.The modeled gravity was interpolated from observed gravity values.
 AC3365
 AC3365;                    North         East    Units  Estimated Accuracy
 AC3365;SPC FL E     -    74,019.      246,796.      MT  (+/- 10 meters HH2 GPS)
 AC3365
 AC3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4678065126(NAD 83)
 AC3365
 AC3365                          SUPERSEDED SURVEY CONTROL
 AC3365
 AC3365  NGVD 29 (09/01/92)    1.323  (m)            4.34   (f) ADJUSTED    1 2
 AC3365
 AC3365.Superseded values are not recommended for survey control.
 AC3365
 AC3365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3365.See file dsdata.pdf to determine how the superseded data were derived.
 AC3365
 AC3365_MARKER: DD = SURVEY DISK
 AC3365_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3365_SP_SET: MANHOLE BASE
 AC3365_STAMPING: 3749E 1982 BSM
 AC3365_MARK LOGO: FLDNR
 AC3365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3365+STABILITY: SURFACE MOTION
 AC3365_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3365+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2018
 AC3365
 AC3365  HISTORY     - Date     Condition        Report By
 AC3365  HISTORY     - 1982     MONUMENTED       FLDNR
 AC3365  HISTORY     - 1986     GOOD             FLDNR
 AC3365  HISTORY     - 19901115 GOOD             FLDNR
 AC3365  HISTORY     - 19910417 GOOD             USPSQD
 AC3365  HISTORY     - 20060316 GOOD             PB
 AC3365  HISTORY     - 20180920 GOOD             FLDEP
 AC3365
 AC3365                          STATION DESCRIPTION
 AC3365
 AC3365'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3365'1.55 MI SW FROM TAVERNIER.
 AC3365'BEGIN AT THE POST OFFICE IN TAVERNIER ON PLANTATION KEY, GO 1.55
 AC3365'MILES SOUTHWEST ON U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS SET FLUSH
 AC3365'IN THE NORTHWEST SIDE OF A 5-FOOT DIAMETER CONCRETE BASE FOR A METAL
 AC3365'POWER POLE NUMBER 526.  THE MARK BEARS 0.4 MILE SOUTHWEST OF THE WEST
 AC3365'END OF THE BRIDGE OVER TAVERNIER CREEK, 53.5 FEET SOUTHEAST OF THE
 AC3365'CENTERLINE OF U.S. 1, 28 FEET NORTHWEST OF THE CENTERLINE OF OLD
 AC3365'U.S. 1, 91.5 FEET SOUTHWEST OF THE CENTERLINE OF A PAVED ROAD,
 AC3365'ABOUT 350 FEET SOUTHWEST OF BENCH MARK 3749 D 1982 BSM AND ACROSS
 AC3365'U.S. HIGHWAY 1 FROM THE PLANT KEY MARINE SALES AND SERVICE BUILDING.
 AC3365'THE MARK IS 1.5 FT ABOVE GROUND.
 AC3365
 AC3365                          STATION RECOVERY (1986)
 AC3365
 AC3365'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AC3365'RECOVERED IN GOOD CONDITION.
 AC3365
 AC3365                          STATION RECOVERY (1990)
 AC3365
 AC3365'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AC3365'RECOVERED IN GOOD CONDITION.
 AC3365
 AC3365                          STATION RECOVERY (1991)
 AC3365
 AC3365'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFG)
 AC3365'RECOVERED IN GOOD CONDITION.
 AC3365
 AC3365                          STATION RECOVERY (2006)
 AC3365
 AC3365'RECOVERY NOTE BY PBS&J 2006 (DWD)
 AC3365'RECOVERED IN GOOD CONDITION.
 AC3365
 AC3365                          STATION RECOVERY (2018)
 AC3365
 AC3365'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3365'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3367 ***********************************************************************
 AC3367  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3367  DESIGNATION -  872 3749 TIDAL 1
 AC3367  PID         -  AC3367
 AC3367  STATE/COUNTY-  FL/MONROE
 AC3367  COUNTRY     -  US
 AC3367  USGS QUAD   -  TAVERNIER (2018)
 AC3367
 AC3367                         *CURRENT SURVEY CONTROL
 AC3367  ______________________________________________________________________
 AC3367* NAD 83(1986) POSITION- 25 00 07.     (N) 080 32 35.     (W)   SCALED
 AC3367* NAVD 88 ORTHO HEIGHT -     1.033 (meters)        3.39  (feet) ADJUSTED
 AC3367  ______________________________________________________________________
 AC3367  GEOID HEIGHT    -        -23.811 (meters)                     GEOID18
 AC3367  DYNAMIC HEIGHT  -          1.031 (meters)        3.38  (feet) COMP
 AC3367  MODELED GRAVITY -    978,977.7   (mgal)                       NAVD 88
 AC3367
 AC3367  VERT ORDER      -  SECOND    CLASS I
 AC3367
 AC3367.The horizontal coordinates were scaled from a map and have
 AC3367.an estimated accuracy of +/- 6 seconds.
 AC3367
 AC3367.The orthometric height was determined by differential leveling and
 AC3367.adjusted by the NATIONAL GEODETIC SURVEY
 AC3367.in June 1991.
 AC3367
 AC3367.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3367.GEOID18 height accuracy estimate available here.
 AC3367
 AC3367.This Tidal Bench Mark is designated as VM 6013
 AC3367.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3367
 AC3367.Click photographs - Photos may exist for this station.
 AC3367
 AC3367.The dynamic height is computed by dividing the NAVD 88
 AC3367.geopotential number by the normal gravity value computed on the
 AC3367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3367.degrees latitude (g = 980.6199 gals.).
 AC3367
 AC3367.The modeled gravity was interpolated from observed gravity values.
 AC3367
 AC3367;                    North         East    Units  Estimated Accuracy
 AC3367;SPC FL E     -    74,130.      246,130.      MT  (+/- 180 meters Scaled)
 AC3367
 AC3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH461652(NAD 83)
 AC3367
 AC3367                          SUPERSEDED SURVEY CONTROL
 AC3367
 AC3367  NGVD 29 (09/01/92)    1.505  (m)            4.94   (f) ADJUSTED    2 1
 AC3367
 AC3367.Superseded values are not recommended for survey control.
 AC3367
 AC3367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3367.See file dsdata.pdf to determine how the superseded data were derived.
 AC3367
 AC3367_MARKER: DJ = TIDAL STATION DISK
 AC3367_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3367_SP_SET: FOUNDATION
 AC3367_STAMPING: NO 1 1975
 AC3367_MARK LOGO: NOS
 AC3367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3367+STABILITY: SURFACE MOTION
 AC3367
 AC3367  HISTORY     - Date     Condition        Report By
 AC3367  HISTORY     - 1975     MONUMENTED       NOS
 AC3367  HISTORY     - 1982     GOOD             FLDNR
 AC3367  HISTORY     - 19910417 MARK NOT FOUND   USPSQD
 AC3367  HISTORY     - 20180918 MARK NOT FOUND   FLDEP
 AC3367
 AC3367                          STATION DESCRIPTION
 AC3367
 AC3367'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3367'IN PLANTATION.
 AC3367'IN PLANTATION,
 AC3367'BEGIN AT THE U.S. HIGHWAY 1 BRIDGE OVER TAVERNIER CREEK, GO 0.35
 AC3367'MILE WESTERLY ON U.S. 1 TO PLANTATION AVENUE, THENCE GO 0.3 MILE
 AC3367'WEST ON PLANTATION AVENUE TO THE LAST HOUSE ON THE NORTH SIDE OF
 AC3367'THE ROAD AND THE MARK.  THE MARK IS SET IN THE HOUSE FOUNDATION,
 AC3367'55.5 FEET NORTH OF THE CENTERLINE OF PLANTATION AVENUE, 28 FEET EAST
 AC3367'OF THE NORTH-SOUTH SEAWALL, AND 11 FEET SOUTHEAST OF THE WEST CORNER
 AC3367'OF THE HOUSE.
 AC3367
 AC3367                          STATION RECOVERY (1991)
 AC3367
 AC3367'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFG)
 AC3367'MARK NOT FOUND.
 AC3367
 AC3367                          STATION RECOVERY (2018)
 AC3367
 AC3367'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3367'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3368 ***********************************************************************
 AC3368  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3368  DESIGNATION -  872 3749 TIDAL 2
 AC3368  PID         -  AC3368
 AC3368  STATE/COUNTY-  FL/MONROE
 AC3368  COUNTRY     -  US
 AC3368  USGS QUAD   -  TAVERNIER (2018)
 AC3368
 AC3368                         *CURRENT SURVEY CONTROL
 AC3368  ______________________________________________________________________
 AC3368* NAD 83(1986) POSITION- 25 00 07.     (N) 080 32 35.     (W)   SCALED
 AC3368* NAVD 88 ORTHO HEIGHT -     1.080 (meters)        3.54  (feet) ADJUSTED
 AC3368  ______________________________________________________________________
 AC3368  GEOID HEIGHT    -        -23.811 (meters)                     GEOID18
 AC3368  DYNAMIC HEIGHT  -          1.079 (meters)        3.54  (feet) COMP
 AC3368  MODELED GRAVITY -    978,977.7   (mgal)                       NAVD 88
 AC3368
 AC3368  VERT ORDER      -  SECOND    CLASS I
 AC3368
 AC3368.The horizontal coordinates were scaled from a map and have
 AC3368.an estimated accuracy of +/- 6 seconds.
 AC3368
 AC3368.The orthometric height was determined by differential leveling and
 AC3368.adjusted by the NATIONAL GEODETIC SURVEY
 AC3368.in June 1991.
 AC3368
 AC3368.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3368.GEOID18 height accuracy estimate available here.
 AC3368
 AC3368.This Tidal Bench Mark is designated as VM 6014
 AC3368.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3368
 AC3368.Click photographs - Photos may exist for this station.
 AC3368
 AC3368.The dynamic height is computed by dividing the NAVD 88
 AC3368.geopotential number by the normal gravity value computed on the
 AC3368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3368.degrees latitude (g = 980.6199 gals.).
 AC3368
 AC3368.The modeled gravity was interpolated from observed gravity values.
 AC3368
 AC3368;                    North         East    Units  Estimated Accuracy
 AC3368;SPC FL E     -    74,130.      246,130.      MT  (+/- 180 meters Scaled)
 AC3368
 AC3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH461652(NAD 83)
 AC3368
 AC3368                          SUPERSEDED SURVEY CONTROL
 AC3368
 AC3368  NGVD 29 (09/01/92)    1.552  (m)            5.09   (f) ADJUSTED    2 1
 AC3368
 AC3368.Superseded values are not recommended for survey control.
 AC3368
 AC3368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3368.See file dsdata.pdf to determine how the superseded data were derived.
 AC3368
 AC3368_MARKER: DJ = TIDAL STATION DISK
 AC3368_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3368_SP_SET: STEP
 AC3368_STAMPING: NO 2 1975
 AC3368_MARK LOGO: NOS
 AC3368_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3368
 AC3368  HISTORY     - Date     Condition        Report By
 AC3368  HISTORY     - 1975     MONUMENTED       NOS
 AC3368  HISTORY     - 1982     GOOD             FLDNR
 AC3368  HISTORY     - 19910417 MARK NOT FOUND   USPSQD
 AC3368  HISTORY     - 20180918 MARK NOT FOUND   FLDEP
 AC3368
 AC3368                          STATION DESCRIPTION
 AC3368
 AC3368'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3368'IN PLANTATION.
 AC3368'IN PLANTATION,
 AC3368'BEGIN AT THE U.S. HIGHWAY 1 BRIDGE OVER TAVERNIER CREEK, GO 0.35
 AC3368'MILE WESTERLY ON U.S. 1 TO PLANTATION AVENUE, THENCE GO 0.3 MILE WEST
 AC3368'ON PLANTATION AVENUE TO THE LAST HOUSE ON THE NORTH SIDE OF THE ROAD
 AC3368'AND THE MARK.  THE MARK IS SET IN THE CONCRETE BASE OF A STAIRWAY,
 AC3368'34 FEET NORTHEAST OF THE SOUTHWEST CORNER OF A CONCRETE PATIO, AND 4
 AC3368'FEET WEST OF THE HOUSE.
 AC3368
 AC3368                          STATION RECOVERY (1991)
 AC3368
 AC3368'RECOVERY NOTE BY US POWER SQUADRON 1991 (LFG)
 AC3368'MARK NOT FOUND.
 AC3368
 AC3368                          STATION RECOVERY (2018)
 AC3368
 AC3368'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3368'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3369 ***********************************************************************
 AC3369  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3369  DESIGNATION -  872 3749 TIDAL 3
 AC3369  PID         -  AC3369
 AC3369  STATE/COUNTY-  FL/MONROE
 AC3369  COUNTRY     -  US
 AC3369  USGS QUAD   -  TAVERNIER (2018)
 AC3369
 AC3369                         *CURRENT SURVEY CONTROL
 AC3369  ______________________________________________________________________
 AC3369* NAD 83(1986) POSITION- 25 00 07.     (N) 080 32 35.     (W)   SCALED
 AC3369* NAVD 88 ORTHO HEIGHT -     0.582 (meters)        1.91  (feet) ADJUSTED
 AC3369  ______________________________________________________________________
 AC3369  GEOID HEIGHT    -        -23.811 (meters)                     GEOID18
 AC3369  DYNAMIC HEIGHT  -          0.581 (meters)        1.91  (feet) COMP
 AC3369  MODELED GRAVITY -    978,977.7   (mgal)                       NAVD 88
 AC3369
 AC3369  VERT ORDER      -  SECOND    CLASS I
 AC3369
 AC3369.The horizontal coordinates were scaled from a map and have
 AC3369.an estimated accuracy of +/- 6 seconds.
 AC3369
 AC3369.The orthometric height was determined by differential leveling and
 AC3369.adjusted by the NATIONAL GEODETIC SURVEY
 AC3369.in June 1991.
 AC3369
 AC3369.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3369.GEOID18 height accuracy estimate available here.
 AC3369
 AC3369.This Tidal Bench Mark is designated as VM 15846
 AC3369.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3369
 AC3369.Click photographs - Photos may exist for this station.
 AC3369
 AC3369.The dynamic height is computed by dividing the NAVD 88
 AC3369.geopotential number by the normal gravity value computed on the
 AC3369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3369.degrees latitude (g = 980.6199 gals.).
 AC3369
 AC3369.The modeled gravity was interpolated from observed gravity values.
 AC3369
 AC3369;                    North         East    Units  Estimated Accuracy
 AC3369;SPC FL E     -    74,130.      246,130.      MT  (+/- 180 meters Scaled)
 AC3369
 AC3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH461652(NAD 83)
 AC3369
 AC3369                          SUPERSEDED SURVEY CONTROL
 AC3369
 AC3369  NGVD 29 (09/01/92)    1.054  (m)            3.46   (f) ADJUSTED    2 1
 AC3369
 AC3369.Superseded values are not recommended for survey control.
 AC3369
 AC3369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3369.See file dsdata.pdf to determine how the superseded data were derived.
 AC3369
 AC3369_MARKER: DJ = TIDAL STATION DISK
 AC3369_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3369_SP_SET: WALL
 AC3369_STAMPING: NO 3 1975
 AC3369_MARK LOGO: NOS
 AC3369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3369+STABILITY: SURFACE MOTION
 AC3369
 AC3369  HISTORY     - Date     Condition        Report By
 AC3369  HISTORY     - 1975     MONUMENTED       NOS
 AC3369  HISTORY     - 1982     GOOD             FLDNR
 AC3369  HISTORY     - 20180918 MARK NOT FOUND   FLDEP
 AC3369
 AC3369                          STATION DESCRIPTION
 AC3369
 AC3369'DESCRIBED BY FL DEPT OF NAT RES 1982
 AC3369'IN PLANTATION.
 AC3369'IN PLANTATION,
 AC3369'BEGIN AT THE U.S. HIGHWAY 1 BRIDGE OVER TAVERNIER CREEK, GO
 AC3369'0.35 MILE WESTERLY ON U.S. 1 TO PLANTATION AVENUE, THENCE GO
 AC3369'0.3 MILE WEST ON PLANTATION AVENUE TO THE LAST HOUSE ON THE
 AC3369'NORTH SIDE OF THE ROAD AND THE MARK.  THE MARK BEARS 17.5 FEET
 AC3369'EAST OF THE EAST CORNER OF THE HOUSE, 19.1 FEET WEST OF THE
 AC3369'EAST EDGE OF THE PROPERTY, AND 24 FEET SOUTH OF THE EAST END
 AC3369'OF THE EAST-WEST SEAWALL BEHIND THE HOUSE.
 AC3369
 AC3369                          STATION RECOVERY (2018)
 AC3369
 AC3369'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AC3369'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0925 ***********************************************************************
 AA0925  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0925  DESIGNATION -  872 3769 D TIDAL
 AA0925  PID         -  AA0925
 AA0925  STATE/COUNTY-  FL/MONROE
 AA0925  COUNTRY     -  US
 AA0925  USGS QUAD   -  PLANTATION KEY (2018)
 AA0925
 AA0925                         *CURRENT SURVEY CONTROL
 AA0925  ______________________________________________________________________
 AA0925* NAD 83(1986) POSITION- 24 58 28.74   (N) 080 33 12.65   (W)   HD_HELD1
 AA0925* NAVD 88 ORTHO HEIGHT -     3.342 (meters)       10.96  (feet) ADJUSTED
 AA0925  ______________________________________________________________________
 AA0925  GEOID HEIGHT    -        -23.738 (meters)                     GEOID18
 AA0925  DYNAMIC HEIGHT  -          3.336 (meters)       10.94  (feet) COMP
 AA0925  MODELED GRAVITY -    978,975.6   (mgal)                       NAVD 88
 AA0925
 AA0925  VERT ORDER      -  FIRST     CLASS II
 AA0925
 AA0925.The horizontal coordinates were determined by differentially corrected
 AA0925.hand held GPS observations or other comparable positioning techniques
 AA0925.and have an estimated accuracy of +/- 3 meters.
 AA0925
 AA0925.The orthometric height was determined by differential leveling and
 AA0925.adjusted by the NATIONAL GEODETIC SURVEY
 AA0925.in April 2020.
 AA0925
 AA0925.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0925.GEOID18 height accuracy estimate available here.
 AA0925
 AA0925.This Tidal Bench Mark is designated as VM 6028
 AA0925.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0925
 AA0925.Click photographs - Photos may exist for this station.
 AA0925
 AA0925.The dynamic height is computed by dividing the NAVD 88
 AA0925.geopotential number by the normal gravity value computed on the
 AA0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0925.degrees latitude (g = 980.6199 gals.).
 AA0925
 AA0925.The modeled gravity was interpolated from observed gravity values.
 AA0925
 AA0925;                    North         East    Units  Estimated Accuracy
 AA0925;SPC FL E     -    71,107.2     245,079.7     MT  (+/- 3 meters HH1 GPS) 
 AA0925
 AA0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4506462214(NAD 83)
 AA0925
 AA0925                          SUPERSEDED SURVEY CONTROL
 AA0925
 AA0925  NAVD 88 (06/15/91)    3.342  (m)           10.96   (f) SUPERSEDED  2 1
 AA0925  NGVD 29 (09/01/92)    3.810  (m)           12.50   (f) ADJUSTED    2 1
 AA0925
 AA0925.Superseded values are not recommended for survey control.
 AA0925
 AA0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0925.See file dsdata.pdf to determine how the superseded data were derived.
 AA0925
 AA0925_MARKER: DB = BENCH MARK DISK
 AA0925_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0925_SP_SET: FOUNDATION
 AA0925_STAMPING: 3769 D 1982
 AA0925_MARK LOGO: NOS
 AA0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0925+STABILITY: SURFACE MOTION
 AA0925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0925+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2018
 AA0925
 AA0925  HISTORY     - Date     Condition        Report By
 AA0925  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0925  HISTORY     - 20180922 GOOD             FLDEP
 AA0925
 AA0925                          STATION DESCRIPTION
 AA0925
 AA0925'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0925'1.7 MI SW FROM PLANTATION.
 AA0925'BEGIN AT THE CORAL SHORES HIGH SCHOOL ON PLANTATION KEY, GO
 AA0925'1.0 MILE SOUTHWEST ON U.S. HIGHWAY 1 TO SCHOONER BAY ROAD,
 AA0925'GO 0.05 MILE SOUTHEAST ON SCHOONER BAY ROAD TO A PAVED ROAD
 AA0925'PARALLELING U.S. 1, GO 0.6 MILE SOUTHWEST ON THE PAVED ROAD
 AA0925'TO THE MARK.  THE MARK BEARS 15.0 FEET NORTHWEST OF THE
 AA0925'CENTERLINE OF FREELAND ROAD, 30.5 FEET SOUTHEAST OF A CHAIN LINK
 AA0925'FENCE AND 2.5 FEET SOUTH OF THE CENTER OF A MANHOLE.
 AA0925'THE MARK IS ABOVE LEVEL WITH FREELAND ROAD CENTERLINE.
 AA0925
 AA0925                          STATION RECOVERY (2018)
 AA0925
 AA0925'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0925'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0929 ***********************************************************************
 AA0929  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0929  DESIGNATION -  872 3769 E TIDAL
 AA0929  PID         -  AA0929
 AA0929  STATE/COUNTY-  FL/MONROE
 AA0929  COUNTRY     -  US
 AA0929  USGS QUAD   -  PLANTATION KEY (2018)
 AA0929
 AA0929                         *CURRENT SURVEY CONTROL
 AA0929  ______________________________________________________________________
 AA0929* NAD 83(1986) POSITION- 24 58 14.99   (N) 080 33 25.20   (W)   HD_HELD1
 AA0929* NAVD 88 ORTHO HEIGHT -     2.852 (meters)        9.36  (feet) ADJUSTED
 AA0929  ______________________________________________________________________
 AA0929  GEOID HEIGHT    -        -23.722 (meters)                     GEOID18
 AA0929  DYNAMIC HEIGHT  -          2.848 (meters)        9.34  (feet) COMP
 AA0929  MODELED GRAVITY -    978,975.8   (mgal)                       NAVD 88
 AA0929
 AA0929  VERT ORDER      -  FIRST     CLASS II
 AA0929
 AA0929.The horizontal coordinates were determined by differentially corrected
 AA0929.hand held GPS observations or other comparable positioning techniques
 AA0929.and have an estimated accuracy of +/- 3 meters.
 AA0929
 AA0929.The orthometric height was determined by differential leveling and
 AA0929.adjusted by the NATIONAL GEODETIC SURVEY
 AA0929.in April 2020.
 AA0929
 AA0929.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0929.GEOID18 height accuracy estimate available here.
 AA0929
 AA0929.This Tidal Bench Mark is designated as VM 6029
 AA0929.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0929
 AA0929.Click photographs - Photos may exist for this station.
 AA0929
 AA0929.The dynamic height is computed by dividing the NAVD 88
 AA0929.geopotential number by the normal gravity value computed on the
 AA0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0929.degrees latitude (g = 980.6199 gals.).
 AA0929
 AA0929.The modeled gravity was interpolated from observed gravity values.
 AA0929
 AA0929;                    North         East    Units  Estimated Accuracy
 AA0929;SPC FL E     -    70,683.0     244,729.1     MT  (+/- 3 meters HH1 GPS) 
 AA0929
 AA0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4471361790(NAD 83)
 AA0929
 AA0929                          SUPERSEDED SURVEY CONTROL
 AA0929
 AA0929  NAVD 88 (06/15/91)    2.852  (m)            9.36   (f) SUPERSEDED  2 1
 AA0929  NGVD 29 (09/01/92)    3.321  (m)           10.90   (f) ADJUSTED    2 1
 AA0929
 AA0929.Superseded values are not recommended for survey control.
 AA0929
 AA0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0929.See file dsdata.pdf to determine how the superseded data were derived.
 AA0929
 AA0929_MARKER: DB = BENCH MARK DISK
 AA0929_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0929_SP_SET: MANHOLE RIM
 AA0929_STAMPING: 37 1982
 AA0929_MARK LOGO: NOS
 AA0929_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0929_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0929+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2018
 AA0929
 AA0929  HISTORY     - Date     Condition        Report By
 AA0929  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0929  HISTORY     - 20180921 GOOD             FLDEP
 AA0929
 AA0929                          STATION DESCRIPTION
 AA0929
 AA0929'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0929'2.0 MI SW FROM PLANTATION.
 AA0929'BEGIN AT THE CORAL SHORES HIGH SCHOOL ON PLANTATION KEY,
 AA0929'GO 1.0 MILE SOUTHWEST ON U.S. HIGHWAY 1 TO SCHOONER BAY
 AA0929'ROAD, GO 0.05 MILE SOUTHEAST ON SCHOONER BAY ROAD TO A
 AA0929'PAVED ROAD (FREELAND ROAD) PARALLELING U.S. 1, GO 0.8
 AA0929'MILE SOUTHWEST ON THE PAVED ROAD TO THE MARK.  THE MARK
 AA0929'BEARS 18.3 FEET NORTHWEST OF THE CENTERLINE OF FREELAND
 AA0929'ROAD, 84 FEET NORTH-NORTHWEST OF A POWER POLE, AND 2.7
 AA0929'FEET WEST-SOUTHWEST OF THE CENTER OF A MANHOLE COVER.
 AA0929'THE MARK IS ABOVE LEVEL WITH FREELAND ROAD CENTERLINE.
 AA0929
 AA0929                          STATION RECOVERY (2018)
 AA0929
 AA0929'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0929'RECOVERED IN GOOD CONDITION.
 AA0929'
 AA0929'NOTE- THE MARK WAS FOUND WITH DESIGNATION STAMPING PARTIALLY SCRATCHED
 AA0929'OFF.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0926 ***********************************************************************
 AA0926  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0926  DESIGNATION -  872 3769 F TIDAL
 AA0926  PID         -  AA0926
 AA0926  STATE/COUNTY-  FL/MONROE
 AA0926  COUNTRY     -  US
 AA0926  USGS QUAD   -  PLANTATION KEY (2018)
 AA0926
 AA0926                         *CURRENT SURVEY CONTROL
 AA0926  ______________________________________________________________________
 AA0926* NAD 83(1986) POSITION- 24 58 25.44   (N) 080 33 15.58   (W)   HD_HELD1
 AA0926* NAVD 88 ORTHO HEIGHT -     3.527 (meters)       11.57  (feet) ADJUSTED
 AA0926  ______________________________________________________________________
 AA0926  GEOID HEIGHT    -        -23.734 (meters)                     GEOID18
 AA0926  DYNAMIC HEIGHT  -          3.521 (meters)       11.55  (feet) COMP
 AA0926  MODELED GRAVITY -    978,975.7   (mgal)                       NAVD 88
 AA0926
 AA0926  VERT ORDER      -  FIRST     CLASS II
 AA0926
 AA0926.The horizontal coordinates were determined by differentially corrected
 AA0926.hand held GPS observations or other comparable positioning techniques
 AA0926.and have an estimated accuracy of +/- 3 meters.
 AA0926
 AA0926.The orthometric height was determined by differential leveling and
 AA0926.adjusted by the NATIONAL GEODETIC SURVEY
 AA0926.in April 2020.
 AA0926
 AA0926.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0926.GEOID18 height accuracy estimate available here.
 AA0926
 AA0926.This Tidal Bench Mark is designated as VM 6030
 AA0926.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0926
 AA0926.Click photographs - Photos may exist for this station.
 AA0926
 AA0926.The dynamic height is computed by dividing the NAVD 88
 AA0926.geopotential number by the normal gravity value computed on the
 AA0926.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0926.degrees latitude (g = 980.6199 gals.).
 AA0926
 AA0926.The modeled gravity was interpolated from observed gravity values.
 AA0926
 AA0926;                    North         East    Units  Estimated Accuracy
 AA0926;SPC FL E     -    71,005.4     244,997.9     MT  (+/- 3 meters HH1 GPS) 
 AA0926
 AA0926_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4498262113(NAD 83)
 AA0926
 AA0926                          SUPERSEDED SURVEY CONTROL
 AA0926
 AA0926  NAVD 88 (06/15/91)    3.527  (m)           11.57   (f) SUPERSEDED  1 2
 AA0926  NGVD 29 (09/01/92)    3.995  (m)           13.11   (f) ADJUSTED    1 2
 AA0926
 AA0926.Superseded values are not recommended for survey control.
 AA0926
 AA0926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0926.See file dsdata.pdf to determine how the superseded data were derived.
 AA0926
 AA0926_MARKER: DB = BENCH MARK DISK
 AA0926_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0926_SP_SET: AQUADUCK FOUNDATION
 AA0926_STAMPING: 7 F 1982
 AA0926_MARK LOGO: NOS
 AA0926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0926+STABILITY: SURFACE MOTION
 AA0926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0926+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2018
 AA0926
 AA0926  HISTORY     - Date     Condition        Report By
 AA0926  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0926  HISTORY     - 19901114 GOOD             FLDNR
 AA0926  HISTORY     - 20180921 GOOD             FLDEP
 AA0926
 AA0926                          STATION DESCRIPTION
 AA0926
 AA0926'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0926'1.8 MI SW FROM PLANTATION.
 AA0926'BEGIN AT THE CORAL SHORES HIGH SCHOOL ON PLANTATION KEY,
 AA0926'GO 1.0 MILE SOUTHWEST ON U.S. HIGHWAY 1 TO SCHOONER BAY
 AA0926'ROAD, GO 0.05 MILE SOUTHEAST ON SCHOONER BAY ROAD TO A
 AA0926'PAVED ROAD PARALLELING U.S 1, GO 0.7 MILE SOUTHWEST ON
 AA0926'THE PAVED ROAD (FREELAND ROAD) TO THE MARK.  THE MARK
 AA0926'BEARS 14.0 FEET NORTHWEST OF THE CENTERLINE OF FREELAND
 AA0926'ROAD, 39.0 FEET WEST-SOUTHWEST OF THE INTERSECTION OF
 AA0926'FREELAND ROAD AND AREGOOD LANE, AND 28.0 FEET EAST OF THE
 AA0926'SOUTH CORNER OF A CHAIN-LINK FENCE.  THE MARK IS SET IN
 AA0926'THE NORTHEAST CORNER OF A 12-FOOT BY 11-FOOT CONCRETE
 AA0926'FOUNDATION.
 AA0926'THE MARK IS ABOVE LEVEL WITH FREELAND ROAD CENTERLINE.
 AA0926
 AA0926                          STATION RECOVERY (1990)
 AA0926
 AA0926'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0926'RECOVERED IN GOOD CONDITION.
 AA0926
 AA0926                          STATION RECOVERY (2018)
 AA0926
 AA0926'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0926'RECOVERED IN GOOD CONDITION.
 AA0926'
 AA0926'NOTE- THE MARK WAS FOUND WITH DESIGNATION STAMPING PARTIALLY SCRATCHED
 AA0926'OFF.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0928 ***********************************************************************
 AA0928  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0928  DESIGNATION -  872 3769 TIDAL 1
 AA0928  PID         -  AA0928
 AA0928  STATE/COUNTY-  FL/MONROE
 AA0928  COUNTRY     -  US
 AA0928  USGS QUAD   -  PLANTATION KEY (2018)
 AA0928
 AA0928                         *CURRENT SURVEY CONTROL
 AA0928  ______________________________________________________________________
 AA0928* NAD 83(1986) POSITION- 24 58 21.     (N) 080 33 05.     (W)   SCALED
 AA0928* NAVD 88 ORTHO HEIGHT -     0.977 (meters)        3.21  (feet) ADJUSTED
 AA0928  ______________________________________________________________________
 AA0928  GEOID HEIGHT    -        -23.741 (meters)                     GEOID18
 AA0928  DYNAMIC HEIGHT  -          0.975 (meters)        3.20  (feet) COMP
 AA0928  MODELED GRAVITY -    978,975.8   (mgal)                       NAVD 88
 AA0928
 AA0928  VERT ORDER      -  SECOND    CLASS I
 AA0928
 AA0928.The horizontal coordinates were scaled from a map and have
 AA0928.an estimated accuracy of +/- 6 seconds.
 AA0928
 AA0928.The orthometric height was determined by differential leveling and
 AA0928.adjusted by the NATIONAL GEODETIC SURVEY
 AA0928.in June 1991.
 AA0928
 AA0928.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0928.GEOID18 height accuracy estimate available here.
 AA0928
 AA0928.This Tidal Bench Mark is designated as VM 6025
 AA0928.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0928
 AA0928.Click photographs - Photos may exist for this station.
 AA0928
 AA0928.The dynamic height is computed by dividing the NAVD 88
 AA0928.geopotential number by the normal gravity value computed on the
 AA0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0928.degrees latitude (g = 980.6199 gals.).
 AA0928
 AA0928.The modeled gravity was interpolated from observed gravity values.
 AA0928
 AA0928;                    North         East    Units  Estimated Accuracy
 AA0928;SPC FL E     -    70,870.      245,300.      MT  (+/- 180 meters Scaled)
 AA0928
 AA0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH452619(NAD 83)
 AA0928
 AA0928                          SUPERSEDED SURVEY CONTROL
 AA0928
 AA0928  NGVD 29 (09/01/92)    1.445  (m)            4.74   (f) ADJUSTED    2 1
 AA0928
 AA0928.Superseded values are not recommended for survey control.
 AA0928
 AA0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0928.See file dsdata.pdf to determine how the superseded data were derived.
 AA0928
 AA0928_MARKER: DJ = TIDAL STATION DISK
 AA0928_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0928_SP_SET: PATIO
 AA0928_STAMPING: NO 1 1975
 AA0928_MARK LOGO: NOS
 AA0928_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0928
 AA0928  HISTORY     - Date     Condition        Report By
 AA0928  HISTORY     - 1975     MONUMENTED       NOS
 AA0928  HISTORY     - 1982     GOOD             FLDNR
 AA0928  HISTORY     - 20180921 SEE DESCRIPTION  FLDEP
 AA0928
 AA0928                          STATION DESCRIPTION
 AA0928
 AA0928'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0928'1.7 MI SOUTH FROM PLANTATION.
 AA0928'BEGIN AT THE CORAL SHORES HIGH SCHOOL IN PLANTATION, GO
 AA0928'1.0 MILE SOUTHWEST ON U.S. HIGHWAY 1 TO SCHOONER BAY ROAD,
 AA0928'THENCE GO 0.05 MILE SOUTHEAST ON SCHOONER BAY ROAD TO OLD
 AA0928'HIGHWAY 1, THENCE GO 0.7 MILE SOUTHWEST ON OLD HIGHWAY 1
 AA0928'TO AREGOOD LANE, THENCE GO 0.2 MILE SOUTHEAST ON AREGOOD
 AA0928'LANE TO ITS END AT A PRIVATE RESIDENCE AND THE MARK.  THE
 AA0928'MARK IS SET IN THE CONCRETE PATIO ADJOINING THE NORTH BASIN
 AA0928'SEAWALL, 93 FEET EAST OF THE EAST CORNER OF THE
 AA0928'HOUSE, AND 2.5 FEET SOUTHWEST OF THE NORTH EDGE OF THE PATIO.
 AA0928
 AA0928                          STATION RECOVERY (2018)
 AA0928
 AA0928'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0928'NOT RECOVERED.  THE PROPERTY OWNER WOULD NOT ALLOW US TO SEARCH FOR
 AA0928'THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0927 ***********************************************************************
 AA0927  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0927  DESIGNATION -  872 3769 TIDAL 2
 AA0927  PID         -  AA0927
 AA0927  STATE/COUNTY-  FL/MONROE
 AA0927  COUNTRY     -  US
 AA0927  USGS QUAD   -  PLANTATION KEY (2018)
 AA0927
 AA0927                         *CURRENT SURVEY CONTROL
 AA0927  ______________________________________________________________________
 AA0927* NAD 83(1986) POSITION- 24 58 20.     (N) 080 33 05.     (W)   SCALED
 AA0927* NAVD 88 ORTHO HEIGHT -     1.088 (meters)        3.57  (feet) ADJUSTED
 AA0927  ______________________________________________________________________
 AA0927  GEOID HEIGHT    -        -23.740 (meters)                     GEOID18
 AA0927  DYNAMIC HEIGHT  -          1.087 (meters)        3.57  (feet) COMP
 AA0927  MODELED GRAVITY -    978,975.8   (mgal)                       NAVD 88
 AA0927
 AA0927  VERT ORDER      -  SECOND    CLASS I
 AA0927
 AA0927.The horizontal coordinates were scaled from a map and have
 AA0927.an estimated accuracy of +/- 6 seconds.
 AA0927
 AA0927.The orthometric height was determined by differential leveling and
 AA0927.adjusted by the NATIONAL GEODETIC SURVEY
 AA0927.in June 1991.
 AA0927
 AA0927.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0927.GEOID18 height accuracy estimate available here.
 AA0927
 AA0927.This Tidal Bench Mark is designated as VM 6026
 AA0927.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0927
 AA0927.Click photographs - Photos may exist for this station.
 AA0927
 AA0927.The dynamic height is computed by dividing the NAVD 88
 AA0927.geopotential number by the normal gravity value computed on the
 AA0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0927.degrees latitude (g = 980.6199 gals.).
 AA0927
 AA0927.The modeled gravity was interpolated from observed gravity values.
 AA0927
 AA0927;                    North         East    Units  Estimated Accuracy
 AA0927;SPC FL E     -    70,840.      245,300.      MT  (+/- 180 meters Scaled)
 AA0927
 AA0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH452619(NAD 83)
 AA0927
 AA0927                          SUPERSEDED SURVEY CONTROL
 AA0927
 AA0927  NGVD 29 (09/01/92)    1.557  (m)            5.11   (f) ADJUSTED    2 1
 AA0927
 AA0927.Superseded values are not recommended for survey control.
 AA0927
 AA0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0927.See file dsdata.pdf to determine how the superseded data were derived.
 AA0927
 AA0927_MARKER: DJ = TIDAL STATION DISK
 AA0927_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0927_SP_SET: PLATFORM
 AA0927_STAMPING: NO 2 1975
 AA0927_MARK LOGO: NOS
 AA0927_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0927
 AA0927  HISTORY     - Date     Condition        Report By
 AA0927  HISTORY     - 1975     MONUMENTED       NOS
 AA0927  HISTORY     - 1982     GOOD             FLDNR
 AA0927  HISTORY     - 20180921 MARK NOT FOUND   FLDEP
 AA0927
 AA0927                          STATION DESCRIPTION
 AA0927
 AA0927'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0927'1.7 MI SOUTH FROM PLANTATION.
 AA0927'BEGIN AT THE CORAL SHORES HIGH SCHOOL IN PLANTATION, GO
 AA0927'1.0 MILE SOUTHWEST ON U.S. HIGHWAY 1 TO SCHOONER BAY ROAD,
 AA0927'THENCE GO 0.05 MILE SOUTHEAST ON SCHOONER BAY ROAD TO OLD
 AA0927'HIGHWAY 1, THENCE GO 0.7 MILE SOUTHWEST ON OLD HIGHWAY 1 TO
 AA0927'AREGOOD LANE, THENCE GO 0.2 MILE SOUTHEAST ON AREGOOD LANE TO
 AA0927'ITS END AT A PRIVATE RESIDENCE AND THE MARK.  THE MARK BEARS
 AA0927'4.8 FEET NORTHEAST OF THE BOAT RAMP AND 5.5 FEET EAST OF A
 AA0927'UTILITY SHED.
 AA0927'THE MARK IS 2 FT ABOVE GROUND.
 AA0927
 AA0927                          STATION RECOVERY (2018)
 AA0927
 AA0927'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0927'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0931 ***********************************************************************
 AA0931  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0931  DESIGNATION -  872 3776 E TIDAL
 AA0931  PID         -  AA0931
 AA0931  STATE/COUNTY-  FL/MONROE
 AA0931  COUNTRY     -  US
 AA0931  USGS QUAD   -  PLANTATION KEY (2018)
 AA0931
 AA0931                         *CURRENT SURVEY CONTROL
 AA0931  ______________________________________________________________________
 AA0931* NAD 83(1986) POSITION- 24 57 41.     (N) 080 33 59.     (W)   SCALED
 AA0931* NAVD 88 ORTHO HEIGHT -     1.535 (meters)        5.04  (feet) ADJUSTED
 AA0931  ______________________________________________________________________
 AA0931  GEOID HEIGHT    -        -23.679 (meters)                     GEOID18
 AA0931  DYNAMIC HEIGHT  -          1.533 (meters)        5.03  (feet) COMP
 AA0931  MODELED GRAVITY -    978,975.8   (mgal)                       NAVD 88
 AA0931
 AA0931  VERT ORDER      -  SECOND    CLASS I
 AA0931
 AA0931.The horizontal coordinates were scaled from a map and have
 AA0931.an estimated accuracy of +/- 6 seconds.
 AA0931
 AA0931.The orthometric height was determined by differential leveling and
 AA0931.adjusted by the NATIONAL GEODETIC SURVEY
 AA0931.in June 1991.
 AA0931
 AA0931.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0931.GEOID18 height accuracy estimate available here.
 AA0931
 AA0931.This Tidal Bench Mark is designated as VM 6034
 AA0931.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0931
 AA0931.Click photographs - Photos may exist for this station.
 AA0931
 AA0931.The dynamic height is computed by dividing the NAVD 88
 AA0931.geopotential number by the normal gravity value computed on the
 AA0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0931.degrees latitude (g = 980.6199 gals.).
 AA0931
 AA0931.The modeled gravity was interpolated from observed gravity values.
 AA0931
 AA0931;                    North         East    Units  Estimated Accuracy
 AA0931;SPC FL E     -    69,630.      243,780.      MT  (+/- 180 meters Scaled)
 AA0931
 AA0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH437607(NAD 83)
 AA0931
 AA0931                          SUPERSEDED SURVEY CONTROL
 AA0931
 AA0931  NGVD 29 (09/01/92)    2.005  (m)            6.58   (f) ADJUSTED    2 1
 AA0931
 AA0931.Superseded values are not recommended for survey control.
 AA0931
 AA0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0931.See file dsdata.pdf to determine how the superseded data were derived.
 AA0931
 AA0931_MARKER: DJ = TIDAL STATION DISK
 AA0931_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0931_SP_SET: SERVICE BOX
 AA0931_STAMPING: 3776 E 1982
 AA0931_MARK LOGO: NOS
 AA0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0931+STABILITY: SURFACE MOTION
 AA0931
 AA0931  HISTORY     - Date     Condition        Report By
 AA0931  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0931  HISTORY     - 20180922 MARK NOT FOUND   FLDEP
 AA0931
 AA0931                          STATION DESCRIPTION
 AA0931
 AA0931'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0931'BEGIN AT THE POST OFFICE IN TAVERNIER ON PLANTATION KEY,
 AA0931'GO 4.9 MILES SOUTHWEST ON U.S. 1 TO THE MARK WHICH IS
 AA0931'LOCATED 1.3 MILES NORTHEAST ON U.S. 1 FROM THE EAST END OF
 AA0931'SNAKE CREEK BRIDGE.  THE MARK IS SET FLUSH IN A CONCRETE
 AA0931'WATER LINE SERVICE BOX.  THE MARK BEARS ABOUT 300 FEET
 AA0931'NORTHEAST OF THE ENTRANCE TO THE PLANTATION YACHT HARBOR,
 AA0931'242 FEET NORTHEAST OF MILE POST 87, 26.9 FEET NORTH-NORTHWEST
 AA0931'OF THE CENTERLINE OF U.S. 1, 3.2 FEET EAST OF THE CENTER
 AA0931'OF A MANHOLE COVER, 268 FEET SOUTHWEST OF BENCH MARK 3776
 AA0931'F 1982, AND 85 FEET NORTHEAST OF METAL POWER POLE NUMBER 581.
 AA0931'THE MARK IS ABOUT LEVEL WITH THE GROUND.
 AA0931
 AA0931                          STATION RECOVERY (2018)
 AA0931
 AA0931'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0931'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0930 ***********************************************************************
 AA0930  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0930  DESIGNATION -  872 3776 F TIDAL
 AA0930  PID         -  AA0930
 AA0930  STATE/COUNTY-  FL/MONROE
 AA0930  COUNTRY     -  US
 AA0930  USGS QUAD   -  PLANTATION KEY (2018)
 AA0930
 AA0930                         *CURRENT SURVEY CONTROL
 AA0930  ______________________________________________________________________
 AA0930* NAD 83(1986) POSITION- 24 57 41.8    (N) 080 33 58.8    (W)   HD_HELD2
 AA0930* NAVD 88 ORTHO HEIGHT -     1.564 (meters)        5.13  (feet) ADJUSTED
 AA0930  ______________________________________________________________________
 AA0930  GEOID HEIGHT    -        -23.680 (meters)                     GEOID18
 AA0930  DYNAMIC HEIGHT  -          1.561 (meters)        5.12  (feet) COMP
 AA0930  MODELED GRAVITY -    978,975.8   (mgal)                       NAVD 88
 AA0930
 AA0930  VERT ORDER      -  FIRST     CLASS II
 AA0930
 AA0930.The horizontal coordinates were established by autonomous hand held GPS
 AA0930.observations and have an estimated accuracy of +/- 10 meters.
 AA0930
 AA0930.The orthometric height was determined by differential leveling and
 AA0930.adjusted by the NATIONAL GEODETIC SURVEY
 AA0930.in June 1991.
 AA0930
 AA0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0930.GEOID18 height accuracy estimate available here.
 AA0930
 AA0930.This Tidal Bench Mark is designated as VM 6035
 AA0930.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0930
 AA0930.Click photographs - Photos may exist for this station.
 AA0930
 AA0930.The dynamic height is computed by dividing the NAVD 88
 AA0930.geopotential number by the normal gravity value computed on the
 AA0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0930.degrees latitude (g = 980.6199 gals.).
 AA0930
 AA0930.The modeled gravity was interpolated from observed gravity values.
 AA0930
 AA0930;                    North         East    Units  Estimated Accuracy
 AA0930;SPC FL E     -    69,659.      243,790.      MT  (+/- 10 meters HH2 GPS)
 AA0930
 AA0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4377560766(NAD 83)
 AA0930
 AA0930                          SUPERSEDED SURVEY CONTROL
 AA0930
 AA0930  NGVD 29 (09/01/92)    2.033  (m)            6.67   (f) ADJUSTED    1 2
 AA0930
 AA0930.Superseded values are not recommended for survey control.
 AA0930
 AA0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0930.See file dsdata.pdf to determine how the superseded data were derived.
 AA0930
 AA0930_MARKER: DB = BENCH MARK DISK
 AA0930_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0930_SP_SET: POWER POLE BASE
 AA0930_STAMPING: 3776F 1982
 AA0930_MARK LOGO: NOS
 AA0930_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0930_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0930+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2018
 AA0930
 AA0930  HISTORY     - Date     Condition        Report By
 AA0930  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0930  HISTORY     - 19901114 GOOD             FLDNR
 AA0930  HISTORY     - 20180922 GOOD             FLDEP
 AA0930
 AA0930                          STATION DESCRIPTION
 AA0930
 AA0930'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0930'4.85 MI SW FROM TAVERNIER.
 AA0930'BEGIN AT THE POST OFFICE IN TAVERNIER ON PLANTATION KEY,
 AA0930'GO 4.85 MILES SOUTHWEST ON U.S. HIGHWAY 1 TO THE MARK
 AA0930'WHICH IS LOCATED 1.35 MILES NORTHEAST ON U.S. HIGHWAY 1
 AA0930'FROM THE EAST END OF THE SNAKE CREEK BRIDGE.  THE MARK IS
 AA0930'SET FLUSH IN THE SOUTHEAST SIDE OF A 5-FOOT DIAMETER
 AA0930'CONCRETE BASE FOR METAL POWER POLE NUMBER 580.  THE MARK
 AA0930'BEARS ABOUT 575 FEET NORTHEAST OF THE ENTRANCE TO THE
 AA0930'PLANTATION YACHT HARBOR, 24.3 FEET NORTHWEST OF THE
 AA0930'CENTERLINE OF U.S. HIGHWAY 1, 38 FEET NORTH-NORTHEAST
 AA0930'OF A WEIGH STATION 1 MILE SIGN, AND 268 FEET NORTHEAST
 AA0930'OF BENCH MARK 3776 E 1982.
 AA0930'THE MARK IS 1.0 FT ABOVE GROUND.
 AA0930
 AA0930                          STATION RECOVERY (1990)
 AA0930
 AA0930'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0930'RECOVERED IN GOOD CONDITION.
 AA0930
 AA0930                          STATION RECOVERY (2018)
 AA0930
 AA0930'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0930'RECOVERED IN GOOD CONDITION.
 AA0930'
 AA0930'NOTE-WITH THE FOLLOWING ADDITION.  THE MARK IS SET IN THE FOUNDATION
 AA0930'OF METAL POWER POLE NUMBER C5 580.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1738 ***********************************************************************
 AA1738  DESIGNATION -  872 3776 G TIDAL
 AA1738  PID         -  AA1738
 AA1738  STATE/COUNTY-  FL/MONROE
 AA1738  COUNTRY     -  US
 AA1738  USGS QUAD   -  PLANTATION KEY (2018)
 AA1738
 AA1738                         *CURRENT SURVEY CONTROL
 AA1738  ______________________________________________________________________
 AA1738* NAD 83(1986) POSITION- 24 57 41.     (N) 080 33 59.     (W)   SCALED
 AA1738* NAVD 88 ORTHO HEIGHT -     2.156 (meters)        7.07  (feet) ADJUSTED
 AA1738  ______________________________________________________________________
 AA1738  GEOID HEIGHT    -        -23.679 (meters)                     GEOID18
 AA1738  DYNAMIC HEIGHT  -          2.152 (meters)        7.06  (feet) COMP
 AA1738  MODELED GRAVITY -    978,975.8   (mgal)                       NAVD 88
 AA1738
 AA1738  VERT ORDER      -  FIRST     CLASS II
 AA1738
 AA1738.The horizontal coordinates were scaled from a map and have
 AA1738.an estimated accuracy of +/- 6 seconds.
 AA1738
 AA1738.The orthometric height was determined by differential leveling and
 AA1738.adjusted by the NATIONAL GEODETIC SURVEY
 AA1738.in May 1994.
 AA1738
 AA1738.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1738.GEOID18 height accuracy estimate available here.
 AA1738
 AA1738.Click photographs - Photos may exist for this station.
 AA1738
 AA1738.The dynamic height is computed by dividing the NAVD 88
 AA1738.geopotential number by the normal gravity value computed on the
 AA1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1738.degrees latitude (g = 980.6199 gals.).
 AA1738
 AA1738.The modeled gravity was interpolated from observed gravity values.
 AA1738
 AA1738;                    North         East    Units  Estimated Accuracy
 AA1738;SPC FL E     -    69,630.      243,780.      MT  (+/- 180 meters Scaled)
 AA1738
 AA1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH437607(NAD 83)
 AA1738
 AA1738                          SUPERSEDED SURVEY CONTROL
 AA1738
 AA1738  NGVD 29 (09/01/92)    2.626  (m)            8.62   (f) ADJUSTED    1 2
 AA1738
 AA1738.Superseded values are not recommended for survey control.
 AA1738
 AA1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1738.See file dsdata.pdf to determine how the superseded data were derived.
 AA1738
 AA1738_MARKER: DJ = TIDAL STATION DISK
 AA1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1738_STAMPING: 3776 G 1987
 AA1738_MARK LOGO: NOS
 AA1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1738+STABILITY: SURFACE MOTION
 AA1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1738+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA1738
 AA1738  HISTORY     - Date     Condition        Report By
 AA1738  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1738  HISTORY     - 19901114 GOOD             FLDNR
 AA1738  HISTORY     - 20180922 MARK NOT FOUND   FLDEP
 AA1738
 AA1738                          STATION DESCRIPTION
 AA1738
 AA1738'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1738'TO REACH THE MARK FROM THE POST OFFICE IN TAVERNIER ON PLANTATION
 AA1738'KEY, GO SOUTHWEST ON U.S. HIGHWAY 1 FOR 4.95 MI (7.97 KM) TO THE
 AA1738'PLANTATION YACHT HARBOR REGISTRATION OFFICE NEAR MILE MARKER 87 ON
 AA1738'U.S. HIGHWAY 1, APPROXIMATELY 165 FT (50.3 M) NORTHEAST OF THE YACHT
 AA1738'CLUB OFFICE.  LOCATED 144 FT (43.9 M) WEST SOUTHWEST OF POWER POLE
 AA1738'NUMBER 581, 45.1 FT (13.7 M) WEST OF THE CENTER OF A TELEPHONE
 AA1738'COMPANY MANHOLE COVER, 43.7 FT (13.3 M) NORTH NORTHWEST OF THE
 AA1738'NORTHWEST EDGE OF U.S. HIGHWAY 1, 47 FT (14.3 M) WEST OF MILE MARKER
 AA1738'87 AND ABOUT LEVEL WITH THE ROAD.
 AA1738
 AA1738                          STATION RECOVERY (2018)
 AA1738
 AA1738'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA1738'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0934 ***********************************************************************
 AA0934  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0934  DESIGNATION -  872 3776 TIDAL 1
 AA0934  PID         -  AA0934
 AA0934  STATE/COUNTY-  FL/MONROE
 AA0934  COUNTRY     -  US
 AA0934  USGS QUAD   -  PLANTATION KEY (2018)
 AA0934
 AA0934                         *CURRENT SURVEY CONTROL
 AA0934  ______________________________________________________________________
 AA0934* NAD 83(1986) POSITION- 24 57 53.61   (N) 080 34 06.52   (W)   HD_HELD1
 AA0934* NAVD 88 ORTHO HEIGHT -     0.911 (meters)        2.99  (feet) ADJUSTED
 AA0934  ______________________________________________________________________
 AA0934  GEOID HEIGHT    -        -23.679 (meters)                     GEOID18
 AA0934  DYNAMIC HEIGHT  -          0.909 (meters)        2.98  (feet) COMP
 AA0934  MODELED GRAVITY -    978,975.6   (mgal)                       NAVD 88
 AA0934
 AA0934  VERT ORDER      -  FIRST     CLASS II
 AA0934
 AA0934.The horizontal coordinates were determined by differentially corrected
 AA0934.hand held GPS observations or other comparable positioning techniques
 AA0934.and have an estimated accuracy of +/- 3 meters.
 AA0934
 AA0934.The orthometric height was determined by differential leveling and
 AA0934.adjusted by the NATIONAL GEODETIC SURVEY
 AA0934.in April 2020.
 AA0934
 AA0934.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0934.GEOID18 height accuracy estimate available here.
 AA0934
 AA0934.This Tidal Bench Mark is designated as VM 6031
 AA0934.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0934
 AA0934.Click photographs - Photos may exist for this station.
 AA0934
 AA0934.The dynamic height is computed by dividing the NAVD 88
 AA0934.geopotential number by the normal gravity value computed on the
 AA0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0934.degrees latitude (g = 980.6199 gals.).
 AA0934
 AA0934.The modeled gravity was interpolated from observed gravity values.
 AA0934
 AA0934;                    North         East    Units  Estimated Accuracy
 AA0934;SPC FL E     -    70,021.4     243,572.3     MT  (+/- 3 meters HH1 GPS) 
 AA0934
 AA0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4355761129(NAD 83)
 AA0934
 AA0934                          SUPERSEDED SURVEY CONTROL
 AA0934
 AA0934  NAVD 88 (06/15/91)    0.911  (m)            2.99   (f) SUPERSEDED  2 1
 AA0934  NGVD 29 (09/01/92)    1.380  (m)            4.53   (f) ADJUSTED    2 1
 AA0934
 AA0934.Superseded values are not recommended for survey control.
 AA0934
 AA0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0934.See file dsdata.pdf to determine how the superseded data were derived.
 AA0934
 AA0934_MARKER: DJ = TIDAL STATION DISK
 AA0934_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0934_SP_SET: FOOTING
 AA0934_STAMPING: NO 1 1975
 AA0934_MARK LOGO: NOS
 AA0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0934+STABILITY: SURFACE MOTION
 AA0934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0934+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2018
 AA0934
 AA0934  HISTORY     - Date     Condition        Report By
 AA0934  HISTORY     - 1975     MONUMENTED       NOS
 AA0934  HISTORY     - 1982     GOOD             FLDNR
 AA0934  HISTORY     - 20140218 GOOD             INDIV
 AA0934  HISTORY     - 20180922 GOOD             FLDEP
 AA0934
 AA0934                          STATION DESCRIPTION
 AA0934
 AA0934'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0934'4.5 MI NE FROM ISLAMORADA.
 AA0934'IN ISLAMORADA
 AA0934'BEGIN AT THE NORTHEAST END OF THE U.S. HIGHWAY 1 BRIDGE
 AA0934'OVER SNAKE CREEK, GO 1.3 MILES NORTHEAST ON U.S. 1 TO
 AA0934'THE ENTRANCE TO THE PLANTATION HARBOR YACHT BASIN, GO
 AA0934'0.3 MILE NORTH ON THE YACHT BASIN DRIVE TO ITS END AND
 AA0934'THE MARK.  THE MARK IS SET IN THE CONCRETE FOOTING AT
 AA0934'THE DOCK ENTRANCE, 51 FEET NORTHWEST OF THE BAR B Q PIT
 AA0934'RESTAURANT, AND 3 FEET SOUTH OF THE SOUTH END OF THE DOCK.
 AA0934
 AA0934                          STATION RECOVERY (2014)
 AA0934
 AA0934'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JKG)
 AA0934'RECOVERED IN GOOD CONDITION. MARK IS LOCATED IN PLANTATION YACHT
 AA0934'HARBOR MARINA IN FOUNDERS PARK. TO REACH IS ACCURATE ALTHOUGH THE BAR
 AA0934'B Q PIT RESTAURANT NO LONGER EXISTS.
 AA0934
 AA0934                          STATION RECOVERY (2018)
 AA0934
 AA0934'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0934'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0932 ***********************************************************************
 AA0932  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0932  DESIGNATION -  872 3776 TIDAL 2
 AA0932  PID         -  AA0932
 AA0932  STATE/COUNTY-  FL/MONROE
 AA0932  COUNTRY     -  US
 AA0932  USGS QUAD   -  PLANTATION KEY (2018)
 AA0932
 AA0932                         *CURRENT SURVEY CONTROL
 AA0932  ______________________________________________________________________
 AA0932* NAD 83(1986) POSITION- 24 57 43.8    (N) 080 34 05.4    (W)   HD_HELD2
 AA0932* NAVD 88 ORTHO HEIGHT -     3.047 (meters)       10.00  (feet) ADJUSTED
 AA0932  ______________________________________________________________________
 AA0932  GEOID HEIGHT    -        -23.676 (meters)                     GEOID18
 AA0932  DYNAMIC HEIGHT  -          3.041 (meters)        9.98  (feet) COMP
 AA0932  MODELED GRAVITY -    978,975.8   (mgal)                       NAVD 88
 AA0932
 AA0932  VERT ORDER      -  FIRST     CLASS II
 AA0932
 AA0932.The horizontal coordinates were established by autonomous hand held GPS
 AA0932.observations and have an estimated accuracy of +/- 10 meters.
 AA0932
 AA0932.The orthometric height was determined by differential leveling and
 AA0932.adjusted by the NATIONAL GEODETIC SURVEY
 AA0932.in April 2020.
 AA0932
 AA0932.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0932.GEOID18 height accuracy estimate available here.
 AA0932
 AA0932.This Tidal Bench Mark is designated as VM 6032
 AA0932.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0932
 AA0932.Click photographs - Photos may exist for this station.
 AA0932
 AA0932.The dynamic height is computed by dividing the NAVD 88
 AA0932.geopotential number by the normal gravity value computed on the
 AA0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0932.degrees latitude (g = 980.6199 gals.).
 AA0932
 AA0932.The modeled gravity was interpolated from observed gravity values.
 AA0932
 AA0932;                    North         East    Units  Estimated Accuracy
 AA0932;SPC FL E     -    69,720.      243,605.      MT  (+/- 10 meters HH2 GPS)
 AA0932
 AA0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4358960827(NAD 83)
 AA0932
 AA0932                          SUPERSEDED SURVEY CONTROL
 AA0932
 AA0932  NAVD 88 (06/15/91)    3.047  (m)           10.00   (f) SUPERSEDED  2 1
 AA0932  NGVD 29 (09/01/92)    3.516  (m)           11.54   (f) ADJUSTED    2 1
 AA0932
 AA0932.Superseded values are not recommended for survey control.
 AA0932
 AA0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0932.See file dsdata.pdf to determine how the superseded data were derived.
 AA0932
 AA0932_MARKER: DJ = TIDAL STATION DISK
 AA0932_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0932+WITH SETTING: PAVEMENT
 AA0932_SP_SET: MANHOLE
 AA0932_STAMPING: NO 2 1975
 AA0932_MARK LOGO: NOS
 AA0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0932+STABILITY: SURFACE MOTION
 AA0932_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0932+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2018
 AA0932
 AA0932  HISTORY     - Date     Condition        Report By
 AA0932  HISTORY     - 1975     MONUMENTED       NOS
 AA0932  HISTORY     - 1982     GOOD             FLDNR
 AA0932  HISTORY     - 20180922 GOOD             FLDEP
 AA0932
 AA0932                          STATION DESCRIPTION
 AA0932
 AA0932'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0932'4.5 MI NE FROM ISLAMORADA.
 AA0932'IN ISLAMORADA
 AA0932'BEGIN AT THE NORTHEAST END OF THE U.S. HIGHWAY 1 BRIDGE
 AA0932'OVER SNAKE CREEK, GO 1.3 MILES NORTHEAST ON U.S. 1 TO THE
 AA0932'ENTRANCE TO THE PLANTATION HARBOR YACHT BASIN, GO 0.3 MILE
 AA0932'NORTH ON THE YACHT BASIN DRIVE TO ITS END AND THE MARK.
 AA0932'THE MARK BEARS 1000 FEET SOUTH OF THE BAR B Q PIT RESTAURANT,
 AA0932'528 FEET NORTH OF THE SEWAGE TREATMENT FACILITY, AND 26 FEET
 AA0932'EAST OF THE CENTERLINE OF THE DRIVE.
 AA0932
 AA0932                          STATION RECOVERY (2018)
 AA0932
 AA0932'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0932'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0933 ***********************************************************************
 AA0933  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0933  DESIGNATION -  872 3776 TIDAL 3
 AA0933  PID         -  AA0933
 AA0933  STATE/COUNTY-  FL/MONROE
 AA0933  COUNTRY     -  US
 AA0933  USGS QUAD   -  PLANTATION KEY (2018)
 AA0933
 AA0933                         *CURRENT SURVEY CONTROL
 AA0933  ______________________________________________________________________
 AA0933* NAD 83(1986) POSITION- 24 57 52.16   (N) 080 34 06.06   (W)   HD_HELD1
 AA0933* NAVD 88 ORTHO HEIGHT -     0.725 (meters)        2.38  (feet) ADJUSTED
 AA0933  ______________________________________________________________________
 AA0933  GEOID HEIGHT    -        -23.679 (meters)                     GEOID18
 AA0933  DYNAMIC HEIGHT  -          0.724 (meters)        2.38  (feet) COMP
 AA0933  MODELED GRAVITY -    978,975.6   (mgal)                       NAVD 88
 AA0933
 AA0933  VERT ORDER      -  FIRST     CLASS II
 AA0933
 AA0933.The horizontal coordinates were determined by differentially corrected
 AA0933.hand held GPS observations or other comparable positioning techniques
 AA0933.and have an estimated accuracy of +/- 3 meters.
 AA0933
 AA0933.The orthometric height was determined by differential leveling and
 AA0933.adjusted by the NATIONAL GEODETIC SURVEY
 AA0933.in April 2020.
 AA0933
 AA0933.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0933.GEOID18 height accuracy estimate available here.
 AA0933
 AA0933.This Tidal Bench Mark is designated as VM 6033
 AA0933.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0933
 AA0933.Click photographs - Photos may exist for this station.
 AA0933
 AA0933.The dynamic height is computed by dividing the NAVD 88
 AA0933.geopotential number by the normal gravity value computed on the
 AA0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0933.degrees latitude (g = 980.6199 gals.).
 AA0933
 AA0933.The modeled gravity was interpolated from observed gravity values.
 AA0933
 AA0933;                    North         East    Units  Estimated Accuracy
 AA0933;SPC FL E     -    69,976.8     243,585.3     MT  (+/- 3 meters HH1 GPS) 
 AA0933
 AA0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4357061084(NAD 83)
 AA0933
 AA0933                          SUPERSEDED SURVEY CONTROL
 AA0933
 AA0933  NAVD 88 (06/15/91)    0.725  (m)            2.38   (f) SUPERSEDED  2 1
 AA0933  NGVD 29 (09/01/92)    1.195  (m)            3.92   (f) ADJUSTED    2 1
 AA0933
 AA0933.Superseded values are not recommended for survey control.
 AA0933
 AA0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0933.See file dsdata.pdf to determine how the superseded data were derived.
 AA0933
 AA0933_MARKER: DJ = TIDAL STATION DISK
 AA0933_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0933_SP_SET: PAD
 AA0933_STAMPING: NO 3 1975
 AA0933_MARK LOGO: NOS
 AA0933_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0933+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2018
 AA0933
 AA0933  HISTORY     - Date     Condition        Report By
 AA0933  HISTORY     - 1975     MONUMENTED       NOS
 AA0933  HISTORY     - 1982     GOOD             FLDNR
 AA0933  HISTORY     - 20140218 GOOD             INDIV
 AA0933  HISTORY     - 20180922 GOOD             FLDEP
 AA0933
 AA0933                          STATION DESCRIPTION
 AA0933
 AA0933'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0933'4.5 MI NE FROM ISLAMORADA.
 AA0933'IN ISLAMORADA
 AA0933'BEGIN AT THE NORTHEAST END OF THE U.S. HIGHWAY 1 BRIDGE
 AA0933'OVER SNAKE CREEK, GO 1.3 MILES NORTHEAST ON U.S. 1 TO THE
 AA0933'ENTRANCE TO THE PLANTATION HARBOR YACHT BASIN, GO 0.3 MILE
 AA0933'NORTH ON THE YACHT BASIN DRIVE TO ITS END AND THE MARK.
 AA0933'THE MARK BEARS 150 FEET SOUTHEAST OF THE DOCK AND 104 FEET
 AA0933'SOUTH OF THE BAR B Q PIT RESTAURANT.
 AA0933
 AA0933                          STATION RECOVERY (2014)
 AA0933
 AA0933'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JKG)
 AA0933'RECOVERED IN GOOD CONDITION. MARK IS LOCATED IN PLANTATION YACHT
 AA0933'HARBOR MARINA IN FOUNDERS PARK, IN THE NORTHWEST CORNER OF A CONCRETE
 AA0933'PAD JUST EAST OF THE EASTERN EDGE OF THE YACHT BASIN DRIVE. TO REACH
 AA0933'IS ACCURATE ALTHOUGH THE BAR B Q PIT RESTAURANT NO LONGER EXISTS.
 AA0933
 AA0933                          STATION RECOVERY (2018)
 AA0933
 AA0933'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0933'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3368 ***********************************************************************
 DR3368  DESIGNATION -  872 3786 H
 DR3368  PID         -  DR3368
 DR3368  STATE/COUNTY-  FL/MONROE
 DR3368  COUNTRY     -  US
 DR3368  USGS QUAD   -  PLANTATION KEY (2018)
 DR3368
 DR3368                         *CURRENT SURVEY CONTROL
 DR3368  ______________________________________________________________________
 DR3368* NAD 83(1986) POSITION- 24 57 14.51   (N) 080 35 12.64   (W)   HD_HELD1
 DR3368* NAVD 88 ORTHO HEIGHT -     0.740 (meters)        2.43  (feet) ADJUSTED
 DR3368  ______________________________________________________________________
 DR3368  GEOID HEIGHT    -        -23.611 (meters)                     GEOID18
 DR3368  DYNAMIC HEIGHT  -          0.738 (meters)        2.42  (feet) COMP
 DR3368  MODELED GRAVITY -    978,974.8   (mgal)                       NAVD 88
 DR3368
 DR3368  VERT ORDER      -  FIRST     CLASS II
 DR3368
 DR3368.The horizontal coordinates were determined by differentially corrected
 DR3368.hand held GPS observations or other comparable positioning techniques
 DR3368.and have an estimated accuracy of +/- 3 meters.
 DR3368
 DR3368.The orthometric height was determined by differential leveling and
 DR3368.adjusted by the NATIONAL GEODETIC SURVEY
 DR3368.in April 2020.
 DR3368
 DR3368.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3368.GEOID18 height accuracy estimate available here.
 DR3368
 DR3368.Click photographs - Photos may exist for this station.
 DR3368
 DR3368.The dynamic height is computed by dividing the NAVD 88
 DR3368.geopotential number by the normal gravity value computed on the
 DR3368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3368.degrees latitude (g = 980.6199 gals.).
 DR3368
 DR3368.The modeled gravity was interpolated from observed gravity values.
 DR3368
 DR3368;                    North         East    Units  Estimated Accuracy
 DR3368;SPC FL E     -    68,812.6     241,721.4     MT  (+/- 3 meters HH1 GPS) 
 DR3368
 DR3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4170759921(NAD 83)
 DR3368
 DR3368                          SUPERSEDED SURVEY CONTROL
 DR3368
 DR3368.No superseded survey control is available for this station.
 DR3368
 DR3368_MARKER: DB = BENCH MARK DISK
 DR3368_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR3368_SP_SET: SEAWALL
 DR3368_STAMPING: 3786H 1987
 DR3368_MARK LOGO: NOS
 DR3368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3368+STABILITY: SURFACE MOTION
 DR3368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3368+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2018
 DR3368
 DR3368  HISTORY     - Date     Condition        Report By
 DR3368  HISTORY     - 1987     MONUMENTED       NOS
 DR3368  HISTORY     - 20181002 GOOD             FLDEP
 DR3368
 DR3368                          STATION DESCRIPTION
 DR3368
 DR3368'DESCRIBED BY FL DEPT OF ENV PRO 2018 (MAH)
 DR3368'THE MARK IS ABOUT 11.6 MI (18.6 KM) SOUTHWEST OF ROCK HARBOR, 6.0 MI
 DR3368'(9.6 KM) SOUTHWEST OF TAVERNIER, 2.6 MI (4.2 KM) SOUTHWEST OF
 DR3368'PLANTATION, IN SECTION 23, TOWNSHIP 63 SOUTH, RANGE 37 EAST.
 DR3368'
 DR3368'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO NORTHEAST ON
 DR3368'U.S. HIGHWAY 1 FOR 2.6 MI (4.2 KM) TO THE SNAKE CREEK BRIDGE, CONTINUE
 DR3368'NORTHEAST ON U.S. HIGHWAY 1 FOR O.25 MI TO THE JUNCTION OF VENETIAN
 DR3368'BOULEVARD ON THE LEFT, TURN LEFT ON VENETIAN BOULEVARD AND GO
 DR3368'NORTHWEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF PALERMO DRIVE ON THE
 DR3368'LEFT, TURN LEFT ON PALERMO DRIVE AND GO SOUTHWEST FOR 0.2 MI (0.3 KM)
 DR3368'TO THE ENTRANCE TO THE ISLAMORADA U.S. COAST GUARD STATION AND THE
 DR3368'MARK, SET FLUSH IN THE TOP OF THE CONCRETE SEAWALL LEVEL WITH THE
 DR3368'GROUND AND LEVEL WITH PALERMO ROAD.
 DR3368'
 DR3368'LOCATED 250.4 FT (76.3 M) SOUTHWEST OF SURVEY MARK 872 3786 J, 223.4
 DR3368'FT (68.1 M) WEST OF THE METAL GATE ENTRANCE TO ISLAMORADA U.S. COAST
 DR3368'GUARD STATION, 95.2 FT (29.0 M) SOUTHEAST OF THE NORTHWEST END OF THE
 DR3368'CONCRETE SEAWALL, 33.6 FT (10.2 M) NORTHWEST OF THE NORTHWEST CORNER
 DR3368'OF A CONCRETE STORAGE BUILDING AND 1.3 FT (0.4 M) EAST-NORTHEAST OF
 DR3368'THE WEST-SOUTHWEST END OF A CONCRETE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3369 ***********************************************************************
 DR3369  DESIGNATION -  872 3786 J
 DR3369  PID         -  DR3369
 DR3369  STATE/COUNTY-  FL/MONROE
 DR3369  COUNTRY     -  US
 DR3369  USGS QUAD   -  PLANTATION KEY (2018)
 DR3369
 DR3369                         *CURRENT SURVEY CONTROL
 DR3369  ______________________________________________________________________
 DR3369* NAD 83(1986) POSITION- 24 57 16.29   (N) 080 35 10.75   (W)   HD_HELD1
 DR3369* NAVD 88 ORTHO HEIGHT -     0.659 (meters)        2.16  (feet) ADJUSTED
 DR3369  ______________________________________________________________________
 DR3369  GEOID HEIGHT    -        -23.613 (meters)                     GEOID18
 DR3369  DYNAMIC HEIGHT  -          0.658 (meters)        2.16  (feet) COMP
 DR3369  MODELED GRAVITY -    978,974.9   (mgal)                       NAVD 88
 DR3369
 DR3369  VERT ORDER      -  FIRST     CLASS II
 DR3369
 DR3369.The horizontal coordinates were determined by differentially corrected
 DR3369.hand held GPS observations or other comparable positioning techniques
 DR3369.and have an estimated accuracy of +/- 3 meters.
 DR3369
 DR3369.The orthometric height was determined by differential leveling and
 DR3369.adjusted by the NATIONAL GEODETIC SURVEY
 DR3369.in April 2020.
 DR3369
 DR3369.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3369.GEOID18 height accuracy estimate available here.
 DR3369
 DR3369.Click photographs - Photos may exist for this station.
 DR3369
 DR3369.The dynamic height is computed by dividing the NAVD 88
 DR3369.geopotential number by the normal gravity value computed on the
 DR3369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3369.degrees latitude (g = 980.6199 gals.).
 DR3369
 DR3369.The modeled gravity was interpolated from observed gravity values.
 DR3369
 DR3369;                    North         East    Units  Estimated Accuracy
 DR3369;SPC FL E     -    68,867.5     241,774.2     MT  (+/- 3 meters HH1 GPS) 
 DR3369
 DR3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4175959975(NAD 83)
 DR3369
 DR3369                          SUPERSEDED SURVEY CONTROL
 DR3369
 DR3369.No superseded survey control is available for this station.
 DR3369
 DR3369_MARKER: DB = BENCH MARK DISK
 DR3369_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DR3369_SP_SET: SEAWALL
 DR3369_STAMPING: 3786J 1987
 DR3369_MARK LOGO: NOS
 DR3369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3369+STABILITY: SURFACE MOTION
 DR3369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3369+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2018
 DR3369
 DR3369  HISTORY     - Date     Condition        Report By
 DR3369  HISTORY     - 1987     MONUMENTED       NOS
 DR3369  HISTORY     - 20181002 GOOD             FLDEP
 DR3369
 DR3369                          STATION DESCRIPTION
 DR3369
 DR3369'DESCRIBED BY FL DEPT OF ENV PRO 2018 (MAH)
 DR3369'THE MARK IS ABOUT 11.6 MI (18.6 KM) SOUTHWEST OF ROCK HARBOR, 6.0 MI
 DR3369'(9.6 KM) SOUTHWEST OF TAVERNIER, 2.6 MI (4.2 KM) SOUTHWEST OF
 DR3369'PLANTATION, IN SECTION 23, TOWNSHIP 63 SOUTH, RANGE 37 EAST.
 DR3369'
 DR3369'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO NORTHEAST ON
 DR3369'U.S. HIGHWAY 1 FOR 2.6 MI (4.2 KM) TO THE SNAKE CREEK BRIDGE, CONTINUE
 DR3369'NORTHEAST ON U.S. HIGHWAY 1 FOR O.25 MI TO THE JUNCTION OF VENETIAN
 DR3369'BOULEVARD ON THE LEFT, TURN LEFT ON VENETIAN BOULEVARD AND GO
 DR3369'NORTHWEST FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF PALERMO DRIVE ON THE
 DR3369'LEFT, TURN LEFT ON PALERMO DRIVE AND GO SOUTHWEST FOR 0.2 MI (0.3 KM)
 DR3369'TO THE ENTRANCE TO THE ISLAMORADA U.S. COAST GUARD STATION AND THE
 DR3369'MARK, SET FLUSH IN THE TOP OF THE CONCRETE SEAWALL LEVEL WITH THE
 DR3369'GROUND AND LEVEL WITH PALERMO ROAD.
 DR3369'
 DR3369'LOCATED 250.4 FT (76.3 M) NORTHEAST OF SURVEY MARK 872 3786 H, 165.4
 DR3369'FT (50.4 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE SLAB
 DR3369'USED AS A FISH CLEANING STATION, 125.8 FT (38.3 M) NORTH OF THE
 DR3369'APPROXIMATE CENTERLINE OF PALERMO DRIVE, 7.5 FT (2.3 M) WEST OF THE
 DR3369'NORTH END OF A BLACK IRON FENCE POST AND 1.4 FT (0.4 M)
 DR3369'SOUTH-SOUTHEAST OF THE NORTH-NORTHWEST END OF THE CONCRETE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0942 ***********************************************************************
 AA0942  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0942  DESIGNATION -  872 3786 TIDAL 1
 AA0942  PID         -  AA0942
 AA0942  STATE/COUNTY-  FL/MONROE
 AA0942  COUNTRY     -  US
 AA0942  USGS QUAD   -  PLANTATION KEY (2018)
 AA0942
 AA0942                         *CURRENT SURVEY CONTROL
 AA0942  ______________________________________________________________________
 AA0942* NAD 83(1986) POSITION- 24 57 15.     (N) 080 35 11.     (W)   SCALED
 AA0942* NAVD 88 ORTHO HEIGHT -     0.880 (meters)        2.89  (feet) ADJUSTED
 AA0942  ______________________________________________________________________
 AA0942  GEOID HEIGHT    -        -23.612 (meters)                     GEOID18
 AA0942  DYNAMIC HEIGHT  -          0.879 (meters)        2.88  (feet) COMP
 AA0942  MODELED GRAVITY -    978,974.9   (mgal)                       NAVD 88
 AA0942
 AA0942  VERT ORDER      -  SECOND    CLASS I
 AA0942
 AA0942.The horizontal coordinates were scaled from a map and have
 AA0942.an estimated accuracy of +/- 6 seconds.
 AA0942
 AA0942.The orthometric height was determined by differential leveling and
 AA0942.adjusted by the NATIONAL GEODETIC SURVEY
 AA0942.in June 1991.
 AA0942
 AA0942.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0942.GEOID18 height accuracy estimate available here.
 AA0942
 AA0942.This Tidal Bench Mark is designated as VM 6037
 AA0942.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0942
 AA0942.Click photographs - Photos may exist for this station.
 AA0942
 AA0942.The dynamic height is computed by dividing the NAVD 88
 AA0942.geopotential number by the normal gravity value computed on the
 AA0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0942.degrees latitude (g = 980.6199 gals.).
 AA0942
 AA0942.The modeled gravity was interpolated from observed gravity values.
 AA0942
 AA0942;                    North         East    Units  Estimated Accuracy
 AA0942;SPC FL E     -    68,830.      241,770.      MT  (+/- 180 meters Scaled)
 AA0942
 AA0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH417599(NAD 83)
 AA0942
 AA0942                          SUPERSEDED SURVEY CONTROL
 AA0942
 AA0942  NGVD 29 (09/01/92)    1.349  (m)            4.43   (f) ADJUSTED    2 1
 AA0942
 AA0942.Superseded values are not recommended for survey control.
 AA0942
 AA0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0942.See file dsdata.pdf to determine how the superseded data were derived.
 AA0942
 AA0942_MARKER: DJ = TIDAL STATION DISK
 AA0942_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0942_SP_SET: WALKWAY
 AA0942_STAMPING: NO 1 1975
 AA0942_MARK LOGO: NOS
 AA0942_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0942
 AA0942  HISTORY     - Date     Condition        Report By
 AA0942  HISTORY     - 1975     MONUMENTED       NOS
 AA0942  HISTORY     - 1982     GOOD             FLDNR
 AA0942  HISTORY     - 20181002 MARK NOT FOUND   FLDEP
 AA0942
 AA0942                          STATION DESCRIPTION
 AA0942
 AA0942'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0942'2.4 MI NE FROM ISLAMORADA.
 AA0942'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 2.3 MILES NORTHEAST
 AA0942'ALONG U.S. HIGHWAY 1 TO THE SNAKE CREEK BRIDGE, CONTINUE 0.25
 AA0942'MILE ALONG U.S. 1 TO VENETIAN BOULEVARD, GO NORTHWEST ALONG
 AA0942'VENETIAN BOULEVARD 0.1 MILE TO PALERMO DRIVE, GO 0.2 MILE
 AA0942'SOUTHWEST ALONG PALERMO DRIVE TO THE ISLAMORADA U.S. COAST GUARD
 AA0942'STATION AND THE MARK.  THE MARK IS SET FLUSH IN THE WALKWAY THAT
 AA0942'BORDERS THE SEAWALL ON THE NORTH SIDE OF THE BASE.  THE MARK
 AA0942'BEARS 42.6 FEET WEST-SOUTHWEST OF THE NORTHEAST END OF THE SEAWALL,
 AA0942'123.0 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE DRIVEWAY FOR
 AA0942'THE BASE (ALSO PALERMO DRIVE), 81.0 FEET NORTH-NORTHEAST OF THE
 AA0942'NORTHEAST CORNER OF A COVERED PICNIC AREA, 0.8 FOOT SOUTH-SOUTHEAST
 AA0942'OF A CONCRETE 1.3-FOOT HIGH WALL (SEAWALL), AND 199.5 FEET
 AA0942'EAST-NORTHEAST OF BENCH MARK NO 2A 1975.
 AA0942
 AA0942                          STATION RECOVERY (2018)
 AA0942
 AA0942'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0942'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0941 ***********************************************************************
 AA0941  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0941  DESIGNATION -  872 3786 TIDAL 2 A
 AA0941  PID         -  AA0941
 AA0941  STATE/COUNTY-  FL/MONROE
 AA0941  COUNTRY     -  US
 AA0941  USGS QUAD   -  PLANTATION KEY (2018)
 AA0941
 AA0941                         *CURRENT SURVEY CONTROL
 AA0941  ______________________________________________________________________
 AA0941* NAD 83(1986) POSITION- 24 57 16.     (N) 080 35 11.     (W)   SCALED
 AA0941* NAVD 88 ORTHO HEIGHT -     0.815 (meters)        2.67  (feet) ADJUSTED
 AA0941  ______________________________________________________________________
 AA0941  GEOID HEIGHT    -        -23.613 (meters)                     GEOID18
 AA0941  DYNAMIC HEIGHT  -          0.813 (meters)        2.67  (feet) COMP
 AA0941  MODELED GRAVITY -    978,974.9   (mgal)                       NAVD 88
 AA0941
 AA0941  VERT ORDER      -  SECOND    CLASS I
 AA0941
 AA0941.The horizontal coordinates were scaled from a map and have
 AA0941.an estimated accuracy of +/- 6 seconds.
 AA0941
 AA0941.The orthometric height was determined by differential leveling and
 AA0941.adjusted by the NATIONAL GEODETIC SURVEY
 AA0941.in June 1991.
 AA0941
 AA0941.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0941.GEOID18 height accuracy estimate available here.
 AA0941
 AA0941.This Tidal Bench Mark is designated as VM 16617
 AA0941.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0941
 AA0941.Click photographs - Photos may exist for this station.
 AA0941
 AA0941.The dynamic height is computed by dividing the NAVD 88
 AA0941.geopotential number by the normal gravity value computed on the
 AA0941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0941.degrees latitude (g = 980.6199 gals.).
 AA0941
 AA0941.The modeled gravity was interpolated from observed gravity values.
 AA0941
 AA0941;                    North         East    Units  Estimated Accuracy
 AA0941;SPC FL E     -    68,860.      241,770.      MT  (+/- 180 meters Scaled)
 AA0941
 AA0941_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH417599(NAD 83)
 AA0941
 AA0941                          SUPERSEDED SURVEY CONTROL
 AA0941
 AA0941  NGVD 29 (09/01/92)    1.283  (m)            4.21   (f) ADJUSTED    2 1
 AA0941
 AA0941.Superseded values are not recommended for survey control.
 AA0941
 AA0941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0941.See file dsdata.pdf to determine how the superseded data were derived.
 AA0941
 AA0941_MARKER: DJ = TIDAL STATION DISK
 AA0941_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0941_SP_SET: WALKWAY
 AA0941_STAMPING: NO 2A 1975
 AA0941_MARK LOGO: NOS
 AA0941_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0941
 AA0941  HISTORY     - Date     Condition        Report By
 AA0941  HISTORY     - 1975     MONUMENTED       NOS
 AA0941  HISTORY     - 1982     GOOD             FLDNR
 AA0941  HISTORY     - 20181003 MARK NOT FOUND   FLDEP
 AA0941
 AA0941                          STATION DESCRIPTION
 AA0941
 AA0941'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0941'2.4 MI NE FROM ISLAMORADA.
 AA0941'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 2.3 MILES NORTHEAST
 AA0941'ALONG U.S. HIGHWAY 1 TO THE SNAKE CREEK BRIDGE, CONTINUE 0.25
 AA0941'MILE ALONG U.S. 1 TO VENETIAN BOULEVARD, GO NORTHWEST ALONG
 AA0941'VENETIAN BOULEVARD 0.1 MILE TO PALERMO DRIVE, GO 0.2 MILE
 AA0941'SOUTHWEST ALONG PALERMO DRIVE TO THE ISLAMORADA U.S. COAST GUARD
 AA0941'STATION AND THE MARK.  THE MARK IS SET FLUSH IN THE WALKWAY THAT
 AA0941'BORDERS THE SEAWALL ON THE NORTH SIDE OF THE BASE.  THE MARK
 AA0941'BEARS 4.2 FEET EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE
 AA0941'SEAWALL, 110.5 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 AA0941'COVERED PICNIC AREA, 0.5 FOOT SOUTH-SOUTHEAST OF A 1.3-FOOT HIGH
 AA0941'CONCRETE WALL (SEAWALL), AND 199.5 FEET SOUTH-SOUTHWEST OF BENCH
 AA0941'MARK NO 1 1975.  THE WALKWAY IS NOT VERY STABLE.
 AA0941
 AA0941                          STATION RECOVERY (2018)
 AA0941
 AA0941'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0941'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0940 ***********************************************************************
 AA0940  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0940  DESIGNATION -  872 3786 TIDAL 4
 AA0940  PID         -  AA0940
 AA0940  STATE/COUNTY-  FL/MONROE
 AA0940  COUNTRY     -  US
 AA0940  USGS QUAD   -  PLANTATION KEY (2018)
 AA0940
 AA0940                         *CURRENT SURVEY CONTROL
 AA0940  ______________________________________________________________________
 AA0940* NAD 83(1986) POSITION- 24 57 12.07   (N) 080 35 12.43   (W)   HD_HELD1
 AA0940* NAVD 88 ORTHO HEIGHT -     0.715 (meters)        2.35  (feet) ADJUSTED
 AA0940  ______________________________________________________________________
 AA0940  GEOID HEIGHT    -        -23.610 (meters)                     GEOID18
 AA0940  DYNAMIC HEIGHT  -          0.713 (meters)        2.34  (feet) COMP
 AA0940  MODELED GRAVITY -    978,974.9   (mgal)                       NAVD 88
 AA0940
 AA0940  VERT ORDER      -  SECOND    CLASS I
 AA0940
 AA0940.The horizontal coordinates were determined by differentially corrected
 AA0940.hand held GPS observations or other comparable positioning techniques
 AA0940.and have an estimated accuracy of +/- 3 meters.
 AA0940
 AA0940.The orthometric height was determined by differential leveling and
 AA0940.adjusted by the NATIONAL GEODETIC SURVEY
 AA0940.in June 1991.
 AA0940
 AA0940.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0940.GEOID18 height accuracy estimate available here.
 AA0940
 AA0940.This Tidal Bench Mark is designated as VM 6038
 AA0940.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0940
 AA0940.Click photographs - Photos may exist for this station.
 AA0940
 AA0940.The dynamic height is computed by dividing the NAVD 88
 AA0940.geopotential number by the normal gravity value computed on the
 AA0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0940.degrees latitude (g = 980.6199 gals.).
 AA0940
 AA0940.The modeled gravity was interpolated from observed gravity values.
 AA0940
 AA0940;                    North         East    Units  Estimated Accuracy
 AA0940;SPC FL E     -    68,737.5     241,727.5     MT  (+/- 3 meters HH1 GPS) 
 AA0940
 AA0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4171359846(NAD 83)
 AA0940
 AA0940                          SUPERSEDED SURVEY CONTROL
 AA0940
 AA0940  NGVD 29 (09/01/92)    1.184  (m)            3.88   (f) ADJUSTED    2 1
 AA0940
 AA0940.Superseded values are not recommended for survey control.
 AA0940
 AA0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0940.See file dsdata.pdf to determine how the superseded data were derived.
 AA0940
 AA0940_MARKER: DJ = TIDAL STATION DISK
 AA0940_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0940_SP_SET: SEAWALL WALKWAY
 AA0940_STAMPING: NO 4 1975
 AA0940_MARK LOGO: NOS
 AA0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0940+STABILITY: SURFACE MOTION
 AA0940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0940+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2018
 AA0940
 AA0940  HISTORY     - Date     Condition        Report By
 AA0940  HISTORY     - 1975     MONUMENTED       NOS
 AA0940  HISTORY     - 1982     GOOD             FLDNR
 AA0940  HISTORY     - 20181002 GOOD             FLDEP
 AA0940
 AA0940                          STATION DESCRIPTION
 AA0940
 AA0940'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0940'2.4 MI NE FROM ISLAMORADA.
 AA0940'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 2.3 MILES NORTHEAST
 AA0940'ALONG U.S. HIGHWAY 1 TO THE SNAKE CREEK BRIDGE, CONTINUE 0.25
 AA0940'MILE ALONG U.S. 1 TO VENETIAN BOULEVARD, GO NORTHWEST ALONG
 AA0940'VENETIAN BOULEVARD 0.1 MILE TO PALERMO DRIVE, GO 0.2 MILE
 AA0940'SOUTHWEST ALONG PALERMO DRIVE TO THE ISLAMORADA U.S. COAST
 AA0940'GUARD STATION AND THE MARK.  THE MARK IS SET FLUSH IN THE
 AA0940'WALKWAY THAT BORDERS THE SEAWALL ON THE WEST SIDE OF THE BASE.
 AA0940'THE MARK BEARS 33.3 FEET NORTH-NORTHWEST OF THE SOUTHWEST CORNER
 AA0940'OF THE SEAWALL, 1.4 FEET NORTHEAST OF THE WEST SIDE OF A 1.3-FOOT
 AA0940'HIGH CONCRETE WALL (SEAWALL), AND 36.5 FEET SOUTH OF THE
 AA0940'SOUTHWEST CORNER OF THE MAIN BUILDING.
 AA0940
 AA0940                          STATION RECOVERY (2018)
 AA0940
 AA0940'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0940'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0935 ***********************************************************************
 AA0935  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0935  DESIGNATION -  872 3787 F TIDAL
 AA0935  PID         -  AA0935
 AA0935  STATE/COUNTY-  FL/MONROE
 AA0935  COUNTRY     -  US
 AA0935  USGS QUAD   -  PLANTATION KEY (2018)
 AA0935
 AA0935                         *CURRENT SURVEY CONTROL
 AA0935  ______________________________________________________________________
 AA0935* NAD 83(1986) POSITION- 24 57 16.90   (N) 080 34 56.73   (W)   HD_HELD1
 AA0935* NAVD 88 ORTHO HEIGHT -     2.849 (meters)        9.35  (feet) ADJUSTED
 AA0935  ______________________________________________________________________
 AA0935  GEOID HEIGHT    -        -23.624 (meters)                     GEOID18
 AA0935  DYNAMIC HEIGHT  -          2.844 (meters)        9.33  (feet) COMP
 AA0935  MODELED GRAVITY -    978,975.1   (mgal)                       NAVD 88
 AA0935
 AA0935  VERT ORDER      -  FIRST     CLASS II
 AA0935
 AA0935.The horizontal coordinates were determined by differentially corrected
 AA0935.hand held GPS observations or other comparable positioning techniques
 AA0935.and have an estimated accuracy of +/- 3 meters.
 AA0935
 AA0935.The orthometric height was determined by differential leveling and
 AA0935.adjusted by the NATIONAL GEODETIC SURVEY
 AA0935.in June 1991.
 AA0935
 AA0935.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0935.GEOID18 height accuracy estimate available here.
 AA0935
 AA0935.This Tidal Bench Mark is designated as VM 6219
 AA0935.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0935
 AA0935.Click photographs - Photos may exist for this station.
 AA0935
 AA0935.The dynamic height is computed by dividing the NAVD 88
 AA0935.geopotential number by the normal gravity value computed on the
 AA0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0935.degrees latitude (g = 980.6199 gals.).
 AA0935
 AA0935.The modeled gravity was interpolated from observed gravity values.
 AA0935
 AA0935;                    North         East    Units  Estimated Accuracy
 AA0935;SPC FL E     -    68,887.5     242,167.4     MT  (+/- 3 meters HH1 GPS) 
 AA0935
 AA0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4215359995(NAD 83)
 AA0935
 AA0935                          SUPERSEDED SURVEY CONTROL
 AA0935
 AA0935  NGVD 29 (09/01/92)    3.318  (m)           10.89   (f) ADJUSTED    1 2
 AA0935
 AA0935.Superseded values are not recommended for survey control.
 AA0935
 AA0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0935.See file dsdata.pdf to determine how the superseded data were derived.
 AA0935
 AA0935_MARKER: DB = BENCH MARK DISK
 AA0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0935_SP_SET: POWER POLE BASE
 AA0935_STAMPING: 3787 F 1982
 AA0935_MARK LOGO: NOS
 AA0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0935_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0935+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2018
 AA0935
 AA0935  HISTORY     - Date     Condition        Report By
 AA0935  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0935  HISTORY     - 19901114 GOOD             FLDNR
 AA0935  HISTORY     - 20180922 GOOD             FLDEP
 AA0935
 AA0935                          STATION DESCRIPTION
 AA0935
 AA0935'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0935'2.6 MI NE FROM ISLAMORADA.
 AA0935'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 2.6 MILES
 AA0935'NORTHEAST ALONG U.S. HIGHWAY 1 TO THE MARK.  THE MARK
 AA0935'IS SET FLUSH IN THE 4.8-FOOT DIAMETER CONCRETE BASE FOR
 AA0935'POWER POLE NUMBER 598.  THE MARK BEARS 39.0 FEET
 AA0935'NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 1, 98.5 FEET
 AA0935'EAST-NORTHEAST OF THE CENTERLINE OF VENETIAN BOULEVARD,
 AA0935'10.6 FEET WEST-SOUTHWEST OF MILE MARKER POST 86, AND ABOUT
 AA0935'O.3 MILE NORTHEAST OF THE SNAKE CREEK BRIDGE.
 AA0935'THE MARK IS ABOVE LEVEL WITH ROAD.
 AA0935
 AA0935                          STATION RECOVERY (1990)
 AA0935
 AA0935'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0935'RECOVERED IN GOOD CONDITION.
 AA0935
 AA0935                          STATION RECOVERY (2018)
 AA0935
 AA0935'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0935'RECOVERED IN GOOD CONDITION.
 AA0935'
 AA0935'NOTE-WITH THE FOLLOWING ADDITION.  THE MARK IS SET IN THE CONCRETE
 AA0935'FOUNDATION BASE FOR METAL POWER POLE NUMBER C5 598.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0937 ***********************************************************************
 AA0937  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0937  DESIGNATION -  872 3787 G TIDAL
 AA0937  PID         -  AA0937
 AA0937  STATE/COUNTY-  FL/MONROE
 AA0937  COUNTRY     -  US
 AA0937  USGS QUAD   -  PLANTATION KEY (2018)
 AA0937
 AA0937                         *CURRENT SURVEY CONTROL
 AA0937  ______________________________________________________________________
 AA0937* NAD 83(1986) POSITION- 24 57 11.     (N) 080 35 12.     (W)   SCALED
 AA0937* NAVD 88 ORTHO HEIGHT -     2.528 (meters)        8.29  (feet) ADJUSTED
 AA0937  ______________________________________________________________________
 AA0937  GEOID HEIGHT    -        -23.610 (meters)                     GEOID18
 AA0937  DYNAMIC HEIGHT  -          2.524 (meters)        8.28  (feet) COMP
 AA0937  MODELED GRAVITY -    978,974.9   (mgal)                       NAVD 88
 AA0937
 AA0937  VERT ORDER      -  SECOND    CLASS I
 AA0937
 AA0937.The horizontal coordinates were scaled from a map and have
 AA0937.an estimated accuracy of +/- 6 seconds.
 AA0937
 AA0937.The orthometric height was determined by differential leveling and
 AA0937.adjusted by the NATIONAL GEODETIC SURVEY
 AA0937.in June 1991.
 AA0937
 AA0937.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0937.GEOID18 height accuracy estimate available here.
 AA0937
 AA0937.This Tidal Bench Mark is designated as VM 6220
 AA0937.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0937
 AA0937.Click photographs - Photos may exist for this station.
 AA0937
 AA0937.The dynamic height is computed by dividing the NAVD 88
 AA0937.geopotential number by the normal gravity value computed on the
 AA0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0937.degrees latitude (g = 980.6199 gals.).
 AA0937
 AA0937.The modeled gravity was interpolated from observed gravity values.
 AA0937
 AA0937;                    North         East    Units  Estimated Accuracy
 AA0937;SPC FL E     -    68,710.      241,740.      MT  (+/- 180 meters Scaled)
 AA0937
 AA0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH417598(NAD 83)
 AA0937
 AA0937                          SUPERSEDED SURVEY CONTROL
 AA0937
 AA0937  NGVD 29 (09/01/92)    2.997  (m)            9.83   (f) ADJUSTED    2 1
 AA0937
 AA0937.Superseded values are not recommended for survey control.
 AA0937
 AA0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0937.See file dsdata.pdf to determine how the superseded data were derived.
 AA0937
 AA0937_MARKER: DJ = TIDAL STATION DISK
 AA0937_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0937+WITH SETTING: PAVEMENT
 AA0937_SP_SET: BASE OF POWER POLE
 AA0937_STAMPING: 3787 G 1982
 AA0937_MARK LOGO: NOS
 AA0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0937+STABILITY: SURFACE MOTION
 AA0937
 AA0937  HISTORY     - Date     Condition        Report By
 AA0937  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0937  HISTORY     - 20181003 MARK NOT FOUND   FLDEP
 AA0937
 AA0937                          STATION DESCRIPTION
 AA0937
 AA0937'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0937'2.3 MI NE FROM ISLAMORADA.
 AA0937'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 2.3 MILES
 AA0937'NORTHEAST ALONG U.S. HIGHWAY 1 TO THE MARK.  THE MARK
 AA0937'IS SET FLUSH IN A 6.5-FOOT DIAMETER CONCRETE BASE FOR
 AA0937'A CONCRETE POWER POLE.  THE MARK BEARS 86.5 FEET
 AA0937'EAST-NORTHEAST OF THE EAST EDGE OF SNAKE CREEK BRIDGE, 11.4
 AA0937'FEET WEST OF THE CENTER OF A SANITARY SEWER MANHOLE COVER, AND
 AA0937'ABOUT 175 FEET WEST OF THE NORTHEAST CORNER OF THE SNAKE
 AA0937'CREEK BRIDGE.  THE POWER POLE NUMBER IS 603.
 AA0937'THE MARK IS 17 FT BELOW BRIDGE.
 AA0937
 AA0937                          STATION RECOVERY (2018)
 AA0937
 AA0937'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0937'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0936 ***********************************************************************
 AA0936  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0936  DESIGNATION -  872 3787 H TIDAL
 AA0936  PID         -  AA0936
 AA0936  STATE/COUNTY-  FL/MONROE
 AA0936  COUNTRY     -  US
 AA0936  USGS QUAD   -  PLANTATION KEY (2018)
 AA0936
 AA0936                         *CURRENT SURVEY CONTROL
 AA0936  ______________________________________________________________________
 AA0936* NAD 83(2011) POSITION- 24 57 11.64021(N) 080 35 08.17176(W)   ADJUSTED
 AA0936* NAD 83(2011) ELLIP HT-   -21.014 (meters)        (06/27/12)   ADJUSTED
 AA0936* NAD 83(2011) EPOCH   -  2010.00
 AA0936* NAVD 88 ORTHO HEIGHT -     2.611 (meters)        8.57  (feet) ADJUSTED
 AA0936  ______________________________________________________________________
 AA0936  GEOID HEIGHT    -        -23.613 (meters)                     GEOID18
 AA0936  NAD 83(2011) X  -    946,468.169 (meters)                     COMP
 AA0936  NAD 83(2011) Y  - -5,708,248.938 (meters)                     COMP
 AA0936  NAD 83(2011) Z  -  2,674,369.617 (meters)                     COMP
 AA0936  LAPLACE CORR    -         -2.50  (seconds)                    DEFLEC18
 AA0936  DYNAMIC HEIGHT  -          2.607 (meters)        8.55  (feet) COMP
 AA0936  MODELED GRAVITY -    978,974.9   (mgal)                       NAVD 88
 AA0936
 AA0936  VERT ORDER      -  SECOND    CLASS I
 AA0936
 AA0936  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA0936  Standards:
 AA0936         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA0936            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA0936  -------------------------------------------------------------------
 AA0936  NETWORK    1.25   2.65           0.51   0.51   1.35      0.15154310
 AA0936  -------------------------------------------------------------------
 AA0936  Click here for local accuracies and other accuracy information.
 AA0936
 AA0936.The horizontal coordinates were established by GPS observations
 AA0936.and adjusted by the National Geodetic Survey in June 2012.
 AA0936
 AA0936.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA0936.been affixed to the stable North American tectonic plate. See 
 AA0936.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA0936
 AA0936.The horizontal coordinates are valid at the epoch date displayed above
 AA0936.which is a decimal equivalence of Year/Month/Day.
 AA0936
 AA0936.The orthometric height was determined by differential leveling and
 AA0936.adjusted by the NATIONAL GEODETIC SURVEY
 AA0936.in June 1991.
 AA0936
 AA0936.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0936.GEOID18 height accuracy estimate available here.
 AA0936
 AA0936.This Tidal Bench Mark is designated as VM 6221
 AA0936.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0936
 AA0936.Click photographs - Photos may exist for this station.
 AA0936
 AA0936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0936
 AA0936.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA0936
 AA0936.The ellipsoidal height was determined by GPS observations
 AA0936.and is referenced to NAD 83.
 AA0936
 AA0936.The dynamic height is computed by dividing the NAVD 88
 AA0936.geopotential number by the normal gravity value computed on the
 AA0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0936.degrees latitude (g = 980.6199 gals.).
 AA0936
 AA0936.The modeled gravity was interpolated from observed gravity values.
 AA0936
 AA0936. The following values were computed from the NAD 83(2011) position.
 AA0936
 AA0936;                    North         East     Units Scale Factor Converg.
 AA0936;SPC FL E     -    68,724.653   241,846.983   MT  0.99996279   +0 10 29.4
 AA0936;SPC FL E     -   225,474.13    793,459.64   sFT  0.99996279   +0 10 29.4
 AA0936;UTM  17      - 2,759,833.186   541,832.705   MT  0.99962161   +0 10 29.4
 AA0936
 AA0936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0936!SPC FL E     -   1.00000330  x   0.99996279  =   0.99996609
 AA0936!UTM  17      -   1.00000330  x   0.99962161  =   0.99962491
 AA0936
 AA0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4183259833(NAD 83)
 AA0936
 AA0936                          SUPERSEDED SURVEY CONTROL
 AA0936
 AA0936  NAD 83(2007)-  24 57 11.64030(N)    080 35 08.17231(W) AD(2002.00) 0
 AA0936  ELLIP H (02/10/07)  -20.993  (m)                       GP(2002.00)    
 AA0936  NAD 83(1999)-  24 57 11.64045(N)    080 35 08.17241(W) AD(       ) 1
 AA0936  ELLIP H (06/19/01)  -21.017  (m)                       GP(       ) 4 1
 AA0936  NAD 83(1990)-  24 57 11.63948(N)    080 35 08.17143(W) AD(       ) 1
 AA0936  ELLIP H (12/14/93)  -21.003  (m)                       GP(       ) 4 1
 AA0936  NAVD 88               2.61   (m)            8.6    (f) LEVELING    3  
 AA0936  NGVD 29 (09/01/92)    3.080  (m)           10.11   (f) ADJUSTED    2 1
 AA0936
 AA0936.Superseded values are not recommended for survey control.
 AA0936
 AA0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0936.See file dsdata.pdf to determine how the superseded data were derived.
 AA0936
 AA0936_MARKER: DJ = TIDAL STATION DISK
 AA0936_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0936_SP_SET: VALVE VAULT
 AA0936_STAMPING: 3787 H 1982
 AA0936_MARK LOGO: NOS
 AA0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0936+STABILITY: SURFACE MOTION
 AA0936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0936+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2007
 AA0936
 AA0936  HISTORY     - Date     Condition        Report By
 AA0936  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0936  HISTORY     - 19930211 GOOD             KEISCH
 AA0936  HISTORY     - 20071112 GOOD             WEIDEN
 AA0936  HISTORY     - 20091012 MARK NOT FOUND   MILLEG
 AA0936  HISTORY     - 20180922 MARK NOT FOUND   FLDEP
 AA0936
 AA0936                          STATION DESCRIPTION
 AA0936
 AA0936'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0936'2.4 MI NE FROM ISLAMORADA.
 AA0936'THE MARK IS 6.0 FT BELOW ROAD.
 AA0936'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 2.4 MILES
 AA0936'NORTHEAST ALONG U.S. HIGHWAY 1 TO THE MARK.  THE MARK
 AA0936'IS SET FLUSH IN THE NORTHWEST CORNER OF A LARGE
 AA0936'CONCRETE SERVICE BOX FOR THE WATER LINE MAIN.  THE
 AA0936'MARK BEARS ABOUT 350 FEET NORTH-NORTHEAST OF THE NORTHEAST
 AA0936'CORNER OF THE SNAKE CREEK BRIDGE, 25.8 FEET EAST-SOUTHEAST
 AA0936'OF THE CENTER OF A MANHOLE SEWER COVER, 51.4 FEET
 AA0936'NORTH-NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 1, 72.0
 AA0936'FEET SOUTHEAST OF A FINA GAS SIGN, AND 17.7 FEET WEST-SOUTHWEST
 AA0936'OF THE NORTHEAST CORNER OF THE SERVICE BOX.
 AA0936
 AA0936                          STATION RECOVERY (1993)
 AA0936
 AA0936'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993
 AA0936'THE STATION IS LOCATED ON PLANTATION KEY, 2.8 MI (4.5 KM) NORTHEAST OF
 AA0936'THE ISLAMORADA POST OFFICE, AT THE NORTHEAST END OF THE BRIDGE OVER
 AA0936'SNAKE CREEK IN THE NORTHWEST RIGHT-OF-WAY OF U.S. 1.
 AA0936'TO REACH THE STATION FROM THE POST OFFICE IN ISLAMORADA, GO NORTHEAST
 AA0936'ON U.S. 1 FOR 2.8 MI (4.5 KM) ACROSS THE SNAKE CREEK BRIDGE TO THE
 AA0936'PARKING LOT OF COBRA MARINE ON THE LEFT AND THE STATION ON THE LEFT.
 AA0936'THE STATION LIES ON TOP OF A VALVE VAULT (A MASSIVE CONCRETE
 AA0936'STRUCTURE WITH A MANHOLE COVER), 26.9 FT (8.2 M) NORTH OF A GUARD
 AA0936'RAIL, AND 2.6 FT (0.8 M) NORTHEAST OF A CARSONITE WITNESS POST.
 AA0936'THE STATION IS A NATIONAL OCEAN SERVICE BENCH MARK DISC SET IN
 AA0936'CONCRETE ON A VALVE VAULT STAMPED 3787H 1982.
 AA0936'REFERENCES--
 AA0936'STEEL POWER POLE (NO 602), MAGNETIC AZIMUTH OF 265 DEGREES AT 137.7 FT
 AA0936'(42.0 M).
 AA0936'KEITH AND SCHNARS NAIL AND DISC, SET IN AN ASPHALT PARKING LOT,
 AA0936'MAGNETIC AZIMUTH OF 17 DEGREES AT 20.01 FT (6.10 M).
 AA0936'X-CUT, SET IN THE TOP OF A VALVE VAULT, MAGNETIC AZIMUTH OF 60 DEGREES
 AA0936'AT 17.60 FT (5.36 M).
 AA0936'X-CUT, SET IN THE TOP OF A VALVE VAULT, MAGNETIC AZIMUTH OF 95 DEGREES
 AA0936'AT 19.58 FT (5.97 M).
 AA0936'X-CUT, SET IN THE TOP OF A CONCRETE HEADWALL, MAGNETIC AZIMUTH OF 164
 AA0936'DEGREES AT 17.41 FT (5.31 M).
 AA0936'SET CARSONITE WITNESS POST, MAGNETIC AZIMUTH OF 237 DEGREES AT 2.6 FT
 AA0936'(0.8 M).
 AA0936
 AA0936                          STATION RECOVERY (2007)
 AA0936
 AA0936'RECOVERY NOTE BY WEIDENER SURVEYING AND MAPPING 2007 (STH)
 AA0936'RECOVERED AS DESCRIBED
 AA0936
 AA0936                          STATION RECOVERY (2009)
 AA0936
 AA0936'RECOVERY NOTE BY MILLER LEGG AND ASSOCIATES 2009 (STH)
 AA0936'MARK NOT FOUND.  CONCRETE RETAINING WALL CONSTRUCTED OVER MARK.
 AA0936
 AA0936                          STATION RECOVERY (2018)
 AA0936
 AA0936'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0936'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0938 ***********************************************************************
 AA0938  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0938  DESIGNATION -  872 3787 J TIDAL
 AA0938  PID         -  AA0938
 AA0938  STATE/COUNTY-  FL/MONROE
 AA0938  COUNTRY     -  US
 AA0938  USGS QUAD   -  PLANTATION KEY (2018)
 AA0938
 AA0938                         *CURRENT SURVEY CONTROL
 AA0938  ______________________________________________________________________
 AA0938* NAD 83(1986) POSITION- 24 57 10.05   (N) 080 35 11.51   (W)   HD_HELD1
 AA0938* NAVD 88 ORTHO HEIGHT -     8.617 (meters)       28.27  (feet) ADJUSTED
 AA0938  ______________________________________________________________________
 AA0938  GEOID HEIGHT    -        -23.609 (meters)                     GEOID18
 AA0938  DYNAMIC HEIGHT  -          8.603 (meters)       28.23  (feet) COMP
 AA0938  MODELED GRAVITY -    978,974.9   (mgal)                       NAVD 88
 AA0938
 AA0938  VERT ORDER      -  SECOND    CLASS I
 AA0938
 AA0938.The horizontal coordinates were determined by differentially corrected
 AA0938.hand held GPS observations or other comparable positioning techniques
 AA0938.and have an estimated accuracy of +/- 3 meters.
 AA0938
 AA0938.The orthometric height was determined by differential leveling and
 AA0938.adjusted by the NATIONAL GEODETIC SURVEY
 AA0938.in June 1991.
 AA0938
 AA0938.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0938.GEOID18 height accuracy estimate available here.
 AA0938
 AA0938.This Tidal Bench Mark is designated as VM 6222
 AA0938.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0938
 AA0938.Click photographs - Photos may exist for this station.
 AA0938
 AA0938.The dynamic height is computed by dividing the NAVD 88
 AA0938.geopotential number by the normal gravity value computed on the
 AA0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0938.degrees latitude (g = 980.6199 gals.).
 AA0938
 AA0938.The modeled gravity was interpolated from observed gravity values.
 AA0938
 AA0938;                    North         East    Units  Estimated Accuracy
 AA0938;SPC FL E     -    68,675.4     241,753.5     MT  (+/- 3 meters HH1 GPS) 
 AA0938
 AA0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4173959783(NAD 83)
 AA0938
 AA0938                          SUPERSEDED SURVEY CONTROL
 AA0938
 AA0938  NGVD 29 (09/01/92)    9.086  (m)           29.81   (f) ADJUSTED    2 1
 AA0938
 AA0938.Superseded values are not recommended for survey control.
 AA0938
 AA0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0938.See file dsdata.pdf to determine how the superseded data were derived.
 AA0938
 AA0938_MARKER: DD = SURVEY DISK
 AA0938_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0938_SP_SET: GUARDRAIL
 AA0938_STAMPING: 3787 J
 AA0938_MARK LOGO: FLDT
 AA0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0938_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0938+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2018
 AA0938
 AA0938  HISTORY     - Date     Condition        Report By
 AA0938  HISTORY     - UNK      MONUMENTED       FLDT
 AA0938  HISTORY     - 1982     GOOD             FLDNR
 AA0938  HISTORY     - 1986     GOOD             FLDNR
 AA0938  HISTORY     - 20180922 GOOD             FLDEP
 AA0938
 AA0938                          STATION DESCRIPTION
 AA0938
 AA0938'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0938'2.3 MI NE FROM ISLAMORADA.
 AA0938'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 2.3 MILES
 AA0938'NORTHEAST ALONG U.S. HIGHWAY 1 TO THE SNAKE CREEK BRIDGE
 AA0938'AND THE MARK.  THE MARK IS SET IN THE TOP OF THE CONCRETE RAIL
 AA0938'OF THE NEW BRIDGE.  THE MARK BEARS 9.7 FEET WEST-SOUTHWEST
 AA0938'OF THE NORTHEAST CORNER OF THE RAIL, AND 21.2 FEET NORTHWEST
 AA0938'OF THE CENTERLINE OF THE BRIDGE.
 AA0938'THE MARK IS 2.8 FT ABOVE ROAD.
 AA0938
 AA0938                          STATION RECOVERY (1986)
 AA0938
 AA0938'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0938'RECOVERED IN GOOD CONDITION.
 AA0938
 AA0938                          STATION RECOVERY (2018)
 AA0938
 AA0938'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0938'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1737 ***********************************************************************
 AA1737  DESIGNATION -  872 3787 K TIDAL
 AA1737  PID         -  AA1737
 AA1737  STATE/COUNTY-  FL/MONROE
 AA1737  COUNTRY     -  US
 AA1737  USGS QUAD   -  PLANTATION KEY (2018)
 AA1737
 AA1737                         *CURRENT SURVEY CONTROL
 AA1737  ______________________________________________________________________
 AA1737* NAD 83(1986) POSITION- 24 57 06.31   (N) 080 35 19.82   (W)   HD_HELD1
 AA1737* NAVD 88 ORTHO HEIGHT -     8.379 (meters)       27.49  (feet) ADJUSTED
 AA1737  ______________________________________________________________________
 AA1737  GEOID HEIGHT    -        -23.602 (meters)                     GEOID18
 AA1737  DYNAMIC HEIGHT  -          8.365 (meters)       27.44  (feet) COMP
 AA1737  MODELED GRAVITY -    978,974.9   (mgal)                       NAVD 88
 AA1737
 AA1737  VERT ORDER      -  FIRST     CLASS II
 AA1737
 AA1737.The horizontal coordinates were determined by differentially corrected
 AA1737.hand held GPS observations or other comparable positioning techniques
 AA1737.and have an estimated accuracy of +/- 3 meters.
 AA1737
 AA1737.The orthometric height was determined by differential leveling and
 AA1737.adjusted by the NATIONAL GEODETIC SURVEY
 AA1737.in May 1994.
 AA1737
 AA1737.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1737.GEOID18 height accuracy estimate available here.
 AA1737
 AA1737.Click photographs - Photos may exist for this station.
 AA1737
 AA1737.The dynamic height is computed by dividing the NAVD 88
 AA1737.geopotential number by the normal gravity value computed on the
 AA1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1737.degrees latitude (g = 980.6199 gals.).
 AA1737
 AA1737.The modeled gravity was interpolated from observed gravity values.
 AA1737
 AA1737;                    North         East    Units  Estimated Accuracy
 AA1737;SPC FL E     -    68,559.7     241,520.7     MT  (+/- 3 meters HH1 GPS) 
 AA1737
 AA1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH4150659668(NAD 83)
 AA1737
 AA1737                          SUPERSEDED SURVEY CONTROL
 AA1737
 AA1737  NGVD 29 (09/01/92)    8.848  (m)           29.03   (f) ADJUSTED    1 2
 AA1737
 AA1737.Superseded values are not recommended for survey control.
 AA1737
 AA1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1737.See file dsdata.pdf to determine how the superseded data were derived.
 AA1737
 AA1737_MARKER: DD = SURVEY DISK
 AA1737_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1737_SP_SET: BRIDGE GUARDRAIL
 AA1737_STAMPING: 3787 K
 AA1737_MARK LOGO: FLDT
 AA1737_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1737+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2018
 AA1737
 AA1737  HISTORY     - Date     Condition        Report By
 AA1737  HISTORY     - 1987     MONUMENTED       FLDT
 AA1737  HISTORY     - 19901114 GOOD             FLDNR
 AA1737  HISTORY     - 20180922 GOOD             FLDEP
 AA1737
 AA1737                          STATION DESCRIPTION
 AA1737
 AA1737'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1737'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO NORTHEAST ON
 AA1737'U.S. HIGHWAY 1 FOR 2.3 MI (3.7 KM) TO THE SOUTHWEST END OF THE
 AA1737'BRIDGE OVER SNAKE CREEK AND THE MARK ON THE RIGHT, SET IN THE END OF
 AA1737'THE GUARDRAIL.  LOCATED 21 FT (6.4 M) SOUTH OF THE CENTERLINE OF U.S.
 AA1737'HIGHWAY 1 AND 9 FT (2.7 M) EAST OF THE WEST END OF THE GUARDRAIL.
 AA1737
 AA1737                          STATION RECOVERY (2018)
 AA1737
 AA1737'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA1737'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1735 ***********************************************************************
 AA1735  DESIGNATION -  872 3795 F TIDAL
 AA1735  PID         -  AA1735
 AA1735  STATE/COUNTY-  FL/MONROE
 AA1735  COUNTRY     -  US
 AA1735  USGS QUAD   -  PLANTATION KEY (2018)
 AA1735
 AA1735                         *CURRENT SURVEY CONTROL
 AA1735  ______________________________________________________________________
 AA1735* NAD 83(1986) POSITION- 24 56 23.96   (N) 080 36 35.74   (W)   HD_HELD1
 AA1735* NAVD 88 ORTHO HEIGHT -     5.544 (meters)       18.19  (feet) ADJUSTED
 AA1735  ______________________________________________________________________
 AA1735  GEOID HEIGHT    -        -23.529 (meters)                     GEOID18
 AA1735  DYNAMIC HEIGHT  -          5.534 (meters)       18.16  (feet) COMP
 AA1735  MODELED GRAVITY -    978,973.2   (mgal)                       NAVD 88
 AA1735
 AA1735  VERT ORDER      -  FIRST     CLASS II
 AA1735
 AA1735.The horizontal coordinates were determined by differentially corrected
 AA1735.hand held GPS observations or other comparable positioning techniques
 AA1735.and have an estimated accuracy of +/- 3 meters.
 AA1735
 AA1735.The orthometric height was determined by differential leveling and
 AA1735.adjusted by the NATIONAL GEODETIC SURVEY
 AA1735.in May 1994.
 AA1735
 AA1735.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1735.GEOID18 height accuracy estimate available here.
 AA1735
 AA1735.Click photographs - Photos may exist for this station.
 AA1735
 AA1735.The dynamic height is computed by dividing the NAVD 88
 AA1735.geopotential number by the normal gravity value computed on the
 AA1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1735.degrees latitude (g = 980.6199 gals.).
 AA1735
 AA1735.The modeled gravity was interpolated from observed gravity values.
 AA1735
 AA1735;                    North         East    Units  Estimated Accuracy
 AA1735;SPC FL E     -    67,250.3     239,394.8     MT  (+/- 3 meters HH1 GPS) 
 AA1735
 AA1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH3938158359(NAD 83)
 AA1735
 AA1735                          SUPERSEDED SURVEY CONTROL
 AA1735
 AA1735  NGVD 29 (09/01/92)    6.010  (m)           19.72   (f) ADJUSTED    1 2
 AA1735
 AA1735.Superseded values are not recommended for survey control.
 AA1735
 AA1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1735.See file dsdata.pdf to determine how the superseded data were derived.
 AA1735
 AA1735_MARKER: DD = SURVEY DISK
 AA1735_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1735_SP_SET: BRIDGE GUARDRAIL
 AA1735_STAMPING: 3795 F
 AA1735_MARK LOGO: FLDT
 AA1735_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1735_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1735+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2018
 AA1735
 AA1735  HISTORY     - Date     Condition        Report By
 AA1735  HISTORY     - UNK      MONUMENTED       FLDT
 AA1735  HISTORY     - 19901114 GOOD             FLDNR
 AA1735  HISTORY     - 20180923 GOOD             FLDEP
 AA1735
 AA1735                          STATION DESCRIPTION
 AA1735
 AA1735'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1735'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO NORTHEAST ON
 AA1735'U.S. HIGHWAY 1 FOR 1.2 MI (1.9 KM) TO THE NORTHERN END OF THE WHALE
 AA1735'HARBOR CHANNEL BRIDGE AND THE MARK.  LOCATED 21 FT (6.4 M) EAST OF
 AA1735'THE CENTERLINE OF U.S. HIGHWAY 1, 0.5 FT (0.2 M) SOUTHWEST OF THE
 AA1735'END OF THE RAILING AND IS SET IN THE WALL 2.8 FT (0.9 M) ABOVE THE
 AA1735'LEVEL OF THE HIGHWAY.
 AA1735
 AA1735                          STATION RECOVERY (2018)
 AA1735
 AA1735'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA1735'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1736 ***********************************************************************
 AA1736  DESIGNATION -  872 3795 G TIDAL
 AA1736  PID         -  AA1736
 AA1736  STATE/COUNTY-  FL/MONROE
 AA1736  COUNTRY     -  US
 AA1736  USGS QUAD   -  PLANTATION KEY (2018)
 AA1736
 AA1736                         *CURRENT SURVEY CONTROL
 AA1736  ______________________________________________________________________
 AA1736* NAD 83(1986) POSITION- 24 56 24.39   (N) 080 36 36.64   (W)   HD_HELD1
 AA1736* NAVD 88 ORTHO HEIGHT -     1.346 (meters)        4.42  (feet) ADJUSTED
 AA1736  ______________________________________________________________________
 AA1736  GEOID HEIGHT    -        -23.528 (meters)                     GEOID18
 AA1736  DYNAMIC HEIGHT  -          1.343 (meters)        4.41  (feet) COMP
 AA1736  MODELED GRAVITY -    978,973.2   (mgal)                       NAVD 88
 AA1736
 AA1736  VERT ORDER      -  FIRST     CLASS II
 AA1736
 AA1736.The horizontal coordinates were determined by differentially corrected
 AA1736.hand held GPS observations or other comparable positioning techniques
 AA1736.and have an estimated accuracy of +/- 3 meters.
 AA1736
 AA1736.The orthometric height was determined by differential leveling and
 AA1736.adjusted by the NATIONAL GEODETIC SURVEY
 AA1736.in May 1994.
 AA1736
 AA1736.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1736.GEOID18 height accuracy estimate available here.
 AA1736
 AA1736.Click photographs - Photos may exist for this station.
 AA1736
 AA1736.The dynamic height is computed by dividing the NAVD 88
 AA1736.geopotential number by the normal gravity value computed on the
 AA1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1736.degrees latitude (g = 980.6199 gals.).
 AA1736
 AA1736.The modeled gravity was interpolated from observed gravity values.
 AA1736
 AA1736;                    North         East    Units  Estimated Accuracy
 AA1736;SPC FL E     -    67,263.5     239,369.5     MT  (+/- 3 meters HH1 GPS) 
 AA1736
 AA1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH3935658372(NAD 83)
 AA1736
 AA1736                          SUPERSEDED SURVEY CONTROL
 AA1736
 AA1736  NGVD 29 (09/01/92)    1.812  (m)            5.94   (f) ADJUSTED    1 2
 AA1736
 AA1736.Superseded values are not recommended for survey control.
 AA1736
 AA1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1736.See file dsdata.pdf to determine how the superseded data were derived.
 AA1736
 AA1736_MARKER: DB = BENCH MARK DISK
 AA1736_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1736_SP_SET: SEAWALL ABOVE PILING
 AA1736_STAMPING: 3795 G 1987
 AA1736_MARK LOGO: NOS
 AA1736_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1736+STABILITY: SURFACE MOTION
 AA1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1736+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2018
 AA1736
 AA1736  HISTORY     - Date     Condition        Report By
 AA1736  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1736  HISTORY     - 19901114 GOOD             FLDNR
 AA1736  HISTORY     - 20180922 GOOD             FLDEP
 AA1736
 AA1736                          STATION DESCRIPTION
 AA1736
 AA1736'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1736'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO NORTHEAST ON
 AA1736'U.S. HIGHWAY 1 FOR 1.2 MI (1.9 KM) TO THE NORTHERN END OF THE WHALE
 AA1736'HARBOR CHANNEL BRIDGE AND THE MARK SET, IN THE CORNER OF THE SEA WALL
 AA1736'NORTHWEST OF THE BRIDGE.  LOCATED 76 FT (23.2 M) NORTHWEST OF THE
 AA1736'CENTERLINE OF U.S. HIGHWAY 1, 28 FT (8.5 M) WEST OF POWER POLE
 AA1736'NUMBER 629, 56 FT (17.1 M) NORTHWEST OF THE BRIDGE ALONG THE SEAWALL,
 AA1736'3.5 FT (1.1 M) NORTHEAST OF THE SEAWARD END OF THE SEAWALL AND 35.5
 AA1736'FT (10.8 M) SOUTHWEST OF THE NORTHEASTERN END OF THE SEAWALL.
 AA1736
 AA1736                          STATION RECOVERY (2018)
 AA1736
 AA1736'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA1736'RECOVERED IN GOOD CONDITION.
 AA1736'
 AA1736'NOTE-WITH THE FOLLOWING ADDITION.  THE MARK IS SET IN THE CONCRETE
 AA1736'FOUNDATION FOR METAL POWER POLE NUMBER C5 629.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0802 ***********************************************************************
 AA0802  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0802  DESIGNATION -  872 3795 TIDAL 1
 AA0802  PID         -  AA0802
 AA0802  STATE/COUNTY-  FL/MONROE
 AA0802  COUNTRY     -  US
 AA0802  USGS QUAD   -  PLANTATION KEY (2018)
 AA0802
 AA0802                         *CURRENT SURVEY CONTROL
 AA0802  ______________________________________________________________________
 AA0802* NAD 83(1986) POSITION- 24 56 23.52   (N) 080 36 35.20   (W)   HD_HELD1
 AA0802* NAVD 88 ORTHO HEIGHT -     2.098 (meters)        6.88  (feet) ADJUSTED
 AA0802  ______________________________________________________________________
 AA0802  GEOID HEIGHT    -        -23.529 (meters)                     GEOID18
 AA0802  DYNAMIC HEIGHT  -          2.094 (meters)        6.87  (feet) COMP
 AA0802  MODELED GRAVITY -    978,973.2   (mgal)                       NAVD 88
 AA0802
 AA0802  VERT ORDER      -  FIRST     CLASS II
 AA0802
 AA0802.The horizontal coordinates were determined by differentially corrected
 AA0802.hand held GPS observations or other comparable positioning techniques
 AA0802.and have an estimated accuracy of +/- 3 meters.
 AA0802
 AA0802.The orthometric height was determined by differential leveling and
 AA0802.adjusted by the NATIONAL GEODETIC SURVEY
 AA0802.in April 2020.
 AA0802
 AA0802.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0802.GEOID18 height accuracy estimate available here.
 AA0802
 AA0802.This Tidal Bench Mark is designated as VM 6224
 AA0802.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0802
 AA0802.This Tidal Bench Mark is designated as VM 6229
 AA0802.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0802
 AA0802.Click photographs - Photos may exist for this station.
 AA0802
 AA0802.The dynamic height is computed by dividing the NAVD 88
 AA0802.geopotential number by the normal gravity value computed on the
 AA0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0802.degrees latitude (g = 980.6199 gals.).
 AA0802
 AA0802.The modeled gravity was interpolated from observed gravity values.
 AA0802
 AA0802;                    North         East    Units  Estimated Accuracy
 AA0802;SPC FL E     -    67,236.8     239,410.0     MT  (+/- 3 meters HH1 GPS) 
 AA0802
 AA0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH3939658345(NAD 83)
 AA0802
 AA0802                          SUPERSEDED SURVEY CONTROL
 AA0802
 AA0802  NAVD 88 (06/15/91)    2.098  (m)            6.88   (f) SUPERSEDED  2 1
 AA0802
 AA0802.Superseded values are not recommended for survey control.
 AA0802
 AA0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0802.See file dsdata.pdf to determine how the superseded data were derived.
 AA0802
 AA0802_MARKER: DB = BENCH MARK DISK
 AA0802_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0802_SP_SET: MANHOLE BASE
 AA0802_STAMPING: NO 1 1971
 AA0802_MARK LOGO: CGS
 AA0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0802+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2019
 AA0802
 AA0802  HISTORY     - Date     Condition        Report By
 AA0802  HISTORY     - 1971     MONUMENTED       NOS
 AA0802  HISTORY     - 1982     GOOD             FLDNR
 AA0802  HISTORY     - 20181003 GOOD             FLDEP
 AA0802  HISTORY     - 20190523 GOOD             USGS
 AA0802
 AA0802                          STATION DESCRIPTION
 AA0802
 AA0802'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0802'1.3 MI NE FROM ISLAMORADA.
 AA0802'BEGIN AT THE U.S. POST OFFICE IN ISLAMORADA, GO 1.3 MILES NORTHEAST ON
 AA0802'U.S. HIGHWAY 1 TO THE HOLIDAY ISLE RESORT AND THE VICINITY OF THE
 AA0802'MARK.  THE MARK BEARS 51.9 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 AA0802'OLD BRIDGE OVER WHALE HARBOR CHANNEL, 30.6 FEET SOUTHEAST OF THE
 AA0802'EXTENDED CENTERLINE OF THE OLD BRIDGE, AND 15 FEET NORTHWEST
 AA0802'OF THE WATERS EDGE.
 AA0802'THE MARK IS 8 FT BELOW HIGHWAY.
 AA0802
 AA0802                          STATION RECOVERY (2018)
 AA0802
 AA0802'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0802'RECOVERED AS DESCRIBED.
 AA0802
 AA0802                          STATION RECOVERY (2019)
 AA0802
 AA0802'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2019 (CJW)
 AA0802'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0801 ***********************************************************************
 AA0801  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0801  DESIGNATION -  872 3795 TIDAL 2
 AA0801  PID         -  AA0801
 AA0801  STATE/COUNTY-  FL/MONROE
 AA0801  COUNTRY     -  US
 AA0801  USGS QUAD   -  PLANTATION KEY (2018)
 AA0801
 AA0801                         *CURRENT SURVEY CONTROL
 AA0801  ______________________________________________________________________
 AA0801* NAD 83(1986) POSITION- 24 56 28.52   (N) 080 36 29.46   (W)   HD_HELD1
 AA0801* NAVD 88 ORTHO HEIGHT -     0.796 (meters)        2.61  (feet) ADJUSTED
 AA0801  ______________________________________________________________________
 AA0801  GEOID HEIGHT    -        -23.535 (meters)                     GEOID18
 AA0801  DYNAMIC HEIGHT  -          0.795 (meters)        2.61  (feet) COMP
 AA0801  MODELED GRAVITY -    978,973.4   (mgal)                       NAVD 88
 AA0801
 AA0801  VERT ORDER      -  FIRST     CLASS II
 AA0801
 AA0801.The horizontal coordinates were determined by differentially corrected
 AA0801.hand held GPS observations or other comparable positioning techniques
 AA0801.and have an estimated accuracy of +/- 3 meters.
 AA0801
 AA0801.The orthometric height was determined by differential leveling and
 AA0801.adjusted by the NATIONAL GEODETIC SURVEY
 AA0801.in June 1991.
 AA0801
 AA0801.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0801.GEOID18 height accuracy estimate available here.
 AA0801
 AA0801.This Tidal Bench Mark is designated as VM 6225
 AA0801.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0801
 AA0801.This Tidal Bench Mark is designated as VM 6230
 AA0801.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0801
 AA0801.Click photographs - Photos may exist for this station.
 AA0801
 AA0801.The dynamic height is computed by dividing the NAVD 88
 AA0801.geopotential number by the normal gravity value computed on the
 AA0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0801.degrees latitude (g = 980.6199 gals.).
 AA0801
 AA0801.The modeled gravity was interpolated from observed gravity values.
 AA0801
 AA0801;                    North         East    Units  Estimated Accuracy
 AA0801;SPC FL E     -    67,391.1     239,570.6     MT  (+/- 3 meters HH1 GPS) 
 AA0801
 AA0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH3955758500(NAD 83)
 AA0801
 AA0801                          SUPERSEDED SURVEY CONTROL
 AA0801
 AA0801  NGVD 29 (09/01/92)    1.263  (m)            4.14   (f) ADJUSTED    1 2
 AA0801
 AA0801.Superseded values are not recommended for survey control.
 AA0801
 AA0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0801.See file dsdata.pdf to determine how the superseded data were derived.
 AA0801
 AA0801_MARKER: DB = BENCH MARK DISK
 AA0801_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0801+WITH SETTING: PAVEMENT
 AA0801_SP_SET: BASE FOR MANHOLE
 AA0801_STAMPING: NO 2 1971
 AA0801_MARK LOGO: CGS
 AA0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0801+STABILITY: SURFACE MOTION
 AA0801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0801+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0801
 AA0801  HISTORY     - Date     Condition        Report By
 AA0801  HISTORY     - 1971     MONUMENTED       NOS
 AA0801  HISTORY     - 1982     GOOD             FLDNR
 AA0801  HISTORY     - 19901114 GOOD             FLDNR
 AA0801  HISTORY     - 20180923 MARK NOT FOUND   FLDEP
 AA0801
 AA0801                          STATION DESCRIPTION
 AA0801
 AA0801'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0801'IN ISLAMORADA.
 AA0801'BEGIN AT THE U.S. POST OFFICE IN ISLAMORADA, GO 1.3 MILES NORTHEAST ON
 AA0801'U.S. HIGHWAY 1 TO THE HOLIDAY ISLE RESORT AND THE VICINITY OF THE
 AA0801'MARK.  THE MARK BEARS 41 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1,
 AA0801'12.6 FEET NORTHWEST OF THE WATERS EDGE, AND IS 0.05 MILE NORTHEAST OF
 AA0801'THE BRIDGE OVER WHALE HARBOR CHANNEL.
 AA0801'THE MARK IS 1 FT BELOW HIGHWAY.
 AA0801
 AA0801                          STATION RECOVERY (1990)
 AA0801
 AA0801'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0801'RECOVERED IN GOOD CONDITION.
 AA0801
 AA0801                          STATION RECOVERY (2018)
 AA0801
 AA0801'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0801'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0800 ***********************************************************************
 AA0800  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0800  DESIGNATION -  872 3795 TIDAL 3
 AA0800  PID         -  AA0800
 AA0800  STATE/COUNTY-  FL/MONROE
 AA0800  COUNTRY     -  US
 AA0800  USGS QUAD   -  PLANTATION KEY (2018)
 AA0800
 AA0800                         *CURRENT SURVEY CONTROL
 AA0800  ______________________________________________________________________
 AA0800* NAD 83(1986) POSITION- 24 56 29.     (N) 080 36 31.     (W)   SCALED
 AA0800* NAVD 88 ORTHO HEIGHT -     1.261 (meters)        4.14  (feet) ADJUSTED
 AA0800  ______________________________________________________________________
 AA0800  GEOID HEIGHT    -        -23.534 (meters)                     GEOID18
 AA0800  DYNAMIC HEIGHT  -          1.258 (meters)        4.13  (feet) COMP
 AA0800  MODELED GRAVITY -    978,973.4   (mgal)                       NAVD 88
 AA0800
 AA0800  VERT ORDER      -  SECOND    CLASS I
 AA0800
 AA0800.The horizontal coordinates were scaled from a map and have
 AA0800.an estimated accuracy of +/- 6 seconds.
 AA0800
 AA0800.The orthometric height was determined by differential leveling and
 AA0800.adjusted by the NATIONAL GEODETIC SURVEY
 AA0800.in June 1991.
 AA0800
 AA0800.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0800.GEOID18 height accuracy estimate available here.
 AA0800
 AA0800.This Tidal Bench Mark is designated as VM 6226
 AA0800.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0800
 AA0800.This Tidal Bench Mark is designated as VM 6231
 AA0800.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0800
 AA0800.Click photographs - Photos may exist for this station.
 AA0800
 AA0800.The dynamic height is computed by dividing the NAVD 88
 AA0800.geopotential number by the normal gravity value computed on the
 AA0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0800.degrees latitude (g = 980.6199 gals.).
 AA0800
 AA0800.The modeled gravity was interpolated from observed gravity values.
 AA0800
 AA0800;                    North         East    Units  Estimated Accuracy
 AA0800;SPC FL E     -    67,410.      239,530.      MT  (+/- 180 meters Scaled)
 AA0800
 AA0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH395585(NAD 83)
 AA0800
 AA0800                          SUPERSEDED SURVEY CONTROL
 AA0800
 AA0800.No superseded survey control is available for this station.
 AA0800
 AA0800_MARKER: DB = BENCH MARK DISK
 AA0800_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0800+WITH SETTING: PAVEMENT
 AA0800_SP_SET: BASE FOR SIGN
 AA0800_STAMPING: NO 3 1971
 AA0800_MARK LOGO: CGS
 AA0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0800+STABILITY: SURFACE MOTION
 AA0800
 AA0800  HISTORY     - Date     Condition        Report By
 AA0800  HISTORY     - 1971     MONUMENTED       NOS
 AA0800  HISTORY     - 1982     GOOD             FLDNR
 AA0800  HISTORY     - 19981115 MARK NOT FOUND   USPSQD
 AA0800  HISTORY     - 20180923 MARK NOT FOUND   FLDEP
 AA0800
 AA0800                          STATION DESCRIPTION
 AA0800
 AA0800'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0800'IN ISLAMORADA.
 AA0800'BEGIN AT THE U.S. POST OFFICE IN ISLAMORADA, GO 1.3 MILES NORTHEAST ON
 AA0800'U.S. HIGHWAY 1 TO THE HOLIDAY ISLE RESORT AND THE VICINITY OF THE
 AA0800'MARK.  THE MARK BEARS 29.6 FEET NORTHWEST OF THE SEAWALL LEADING
 AA0800'TO THE HOLIDAY ISLE RESORT MARINA AND IS SET IN THE SOUTHWEST CORNER
 AA0800'OF THE BASE FOR A STANDARD OIL SIGN.
 AA0800'THE MARK IS 1 FT BELOW HIGHWAY.
 AA0800
 AA0800                          STATION RECOVERY (1998)
 AA0800
 AA0800'RECOVERY NOTE BY US POWER SQUADRON 1998
 AA0800'MARK NOT FOUND.
 AA0800
 AA0800                          STATION RECOVERY (2018)
 AA0800
 AA0800'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0800'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0799 ***********************************************************************
 AA0799  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0799  DESIGNATION -  872 3795 TIDAL 4
 AA0799  PID         -  AA0799
 AA0799  STATE/COUNTY-  FL/MONROE
 AA0799  COUNTRY     -  US
 AA0799  USGS QUAD   -  PLANTATION KEY (2018)
 AA0799
 AA0799                         *CURRENT SURVEY CONTROL
 AA0799  ______________________________________________________________________
 AA0799* NAD 83(1986) POSITION- 24 56 31.     (N) 080 36 29.     (W)   SCALED
 AA0799* NAVD 88 ORTHO HEIGHT -     0.896 (meters)        2.94  (feet) ADJUSTED
 AA0799  ______________________________________________________________________
 AA0799  GEOID HEIGHT    -        -23.537 (meters)                     GEOID18
 AA0799  DYNAMIC HEIGHT  -          0.894 (meters)        2.93  (feet) COMP
 AA0799  MODELED GRAVITY -    978,973.4   (mgal)                       NAVD 88
 AA0799
 AA0799  VERT ORDER      -  SECOND    CLASS I
 AA0799
 AA0799.The horizontal coordinates were scaled from a map and have
 AA0799.an estimated accuracy of +/- 6 seconds.
 AA0799
 AA0799.The orthometric height was determined by differential leveling and
 AA0799.adjusted by the NATIONAL GEODETIC SURVEY
 AA0799.in June 1991.
 AA0799
 AA0799.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0799.GEOID18 height accuracy estimate available here.
 AA0799
 AA0799.This Tidal Bench Mark is designated as VM 6227
 AA0799.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0799
 AA0799.This Tidal Bench Mark is designated as VM 6232
 AA0799.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0799
 AA0799.Click photographs - Photos may exist for this station.
 AA0799
 AA0799.The dynamic height is computed by dividing the NAVD 88
 AA0799.geopotential number by the normal gravity value computed on the
 AA0799.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0799.degrees latitude (g = 980.6199 gals.).
 AA0799
 AA0799.The modeled gravity was interpolated from observed gravity values.
 AA0799
 AA0799;                    North         East    Units  Estimated Accuracy
 AA0799;SPC FL E     -    67,470.      239,580.      MT  (+/- 180 meters Scaled)
 AA0799
 AA0799_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH395585(NAD 83)
 AA0799
 AA0799                          SUPERSEDED SURVEY CONTROL
 AA0799
 AA0799.No superseded survey control is available for this station.
 AA0799
 AA0799_MARKER: DB = BENCH MARK DISK
 AA0799_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0799_SP_SET: SEAWALL
 AA0799_STAMPING: NO 4 1971
 AA0799_MARK LOGO: CGS
 AA0799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0799+STABILITY: SURFACE MOTION
 AA0799
 AA0799  HISTORY     - Date     Condition        Report By
 AA0799  HISTORY     - 1971     MONUMENTED       NOS
 AA0799  HISTORY     - 1982     GOOD             FLDNR
 AA0799  HISTORY     - 19981115 GOOD             USPSQD
 AA0799  HISTORY     - 20180923 MARK NOT FOUND   FLDEP
 AA0799
 AA0799                          STATION DESCRIPTION
 AA0799
 AA0799'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0799'IN ISLAMORADA.
 AA0799'BEGIN AT THE U.S. POST OFFICE IN ISLAMORADA, GO 1.3 MILES NORTHEAST
 AA0799'ON U.S. HIGHWAY 1 TO THE HOLIDAY ISLE RESORT AND THE VICINITY OF THE
 AA0799'MARK.  THE MARK BEARS 131 FEET SOUTHEAST OF THE CENTERLINE OF U.S.
 AA0799'1 AND IS SET IN THE NORTH CORNER OF THE HOLIDAY ISLE RESORT
 AA0799'MARINA.
 AA0799'THE MARK IS 2 FT BELOW HIGHWAY.
 AA0799
 AA0799                          STATION RECOVERY (1998)
 AA0799
 AA0799'RECOVERY NOTE BY US POWER SQUADRON 1998
 AA0799'RECOVERED IN GOOD CONDITION.
 AA0799
 AA0799                          STATION RECOVERY (2018)
 AA0799
 AA0799'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0799'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0832 ***********************************************************************
 AA0832  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0832  DESIGNATION -  872 3808 G TIDAL
 AA0832  PID         -  AA0832
 AA0832  STATE/COUNTY-  FL/MONROE
 AA0832  COUNTRY     -  US
 AA0832  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0832
 AA0832                         *CURRENT SURVEY CONTROL
 AA0832  ______________________________________________________________________
 AA0832* NAD 83(1986) POSITION- 24 55 23.98   (N) 080 37 46.15   (W)   HD_HELD1
 AA0832* NAVD 88 ORTHO HEIGHT -     2.085 (meters)        6.84  (feet) ADJUSTED
 AA0832  ______________________________________________________________________
 AA0832  GEOID HEIGHT    -        -23.454 (meters)                     GEOID18
 AA0832  DYNAMIC HEIGHT  -          2.081 (meters)        6.83  (feet) COMP
 AA0832  MODELED GRAVITY -    978,971.2   (mgal)                       NAVD 88
 AA0832
 AA0832  VERT ORDER      -  FIRST     CLASS II
 AA0832
 AA0832.The horizontal coordinates were determined by differentially corrected
 AA0832.hand held GPS observations or other comparable positioning techniques
 AA0832.and have an estimated accuracy of +/- 3 meters.
 AA0832
 AA0832.The orthometric height was determined by differential leveling and
 AA0832.adjusted by the NATIONAL GEODETIC SURVEY
 AA0832.in June 1991.
 AA0832
 AA0832.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0832.GEOID18 height accuracy estimate available here.
 AA0832
 AA0832.This Tidal Bench Mark is designated as VM 10811
 AA0832.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0832
 AA0832.Click photographs - Photos may exist for this station.
 AA0832
 AA0832.The dynamic height is computed by dividing the NAVD 88
 AA0832.geopotential number by the normal gravity value computed on the
 AA0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0832.degrees latitude (g = 980.6199 gals.).
 AA0832
 AA0832.The modeled gravity was interpolated from observed gravity values.
 AA0832
 AA0832;                    North         East    Units  Estimated Accuracy
 AA0832;SPC FL E     -    65,399.3     237,424.6     MT  (+/- 3 meters HH1 GPS) 
 AA0832
 AA0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH3741156508(NAD 83)
 AA0832
 AA0832                          SUPERSEDED SURVEY CONTROL
 AA0832
 AA0832  NGVD 29 (09/01/92)    2.547  (m)            8.36   (f) ADJUSTED    1 2
 AA0832
 AA0832.Superseded values are not recommended for survey control.
 AA0832
 AA0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0832.See file dsdata.pdf to determine how the superseded data were derived.
 AA0832
 AA0832_MARKER: DB = BENCH MARK DISK
 AA0832_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0832_SP_SET: BOX DRAIN
 AA0832_STAMPING: 3808 G 1982
 AA0832_MARK LOGO: NOS
 AA0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0832+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2018
 AA0832
 AA0832  HISTORY     - Date     Condition        Report By
 AA0832  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0832  HISTORY     - 19901114 GOOD             FLDNR
 AA0832  HISTORY     - 20150313 GOOD             GEOCAC
 AA0832  HISTORY     - 20181004 GOOD             FLDEP
 AA0832
 AA0832                          STATION DESCRIPTION
 AA0832
 AA0832'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0832'IN ISLAMORADA.
 AA0832'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 0.55 MILE SOUTHWEST ALONG
 AA0832'U.S. HIGHWAY 1 TO THE MARK.  THE MARK IS SET IN THE SOUTHEAST EDGE OF
 AA0832'A 4.6-FOOT BY 2.6-FOOT BOX DRAIN.  THE MARK BEARS 49.7 FEET
 AA0832'NORTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 1, 143.0 FEET SOUTHWEST
 AA0832'OF THE CENTERLINE OF LAST STREET, 48.0 FEET SOUTHWEST OF A CONCRETE
 AA0832'POWER POLE NUMBER 655, AND 0.5 FOOT SOUTHEAST OF THE SOUTHEAST END
 AA0832'OF A METAL DRAIN COVER.  THE MARK IS IN THE DRIVEWAY FOR THE SUNSET
 AA0832'INN RESTAURANT AND BAR.
 AA0832'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 AA0832
 AA0832                          STATION RECOVERY (1990)
 AA0832
 AA0832'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0832'RECOVERED IN GOOD CONDITION.
 AA0832
 AA0832                          STATION RECOVERY (2015)
 AA0832
 AA0832'RECOVERY NOTE BY GEOCACHING 2015 (KEN)
 AA0832'RECOVERED IN GOOD CONDITION.
 AA0832
 AA0832                          STATION RECOVERY (2018)
 AA0832
 AA0832'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0832'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0836 ***********************************************************************
 AA0836  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0836  DESIGNATION -  872 3808 TIDAL 1
 AA0836  PID         -  AA0836
 AA0836  STATE/COUNTY-  FL/MONROE
 AA0836  COUNTRY     -  US
 AA0836  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0836
 AA0836                         *CURRENT SURVEY CONTROL
 AA0836  ______________________________________________________________________
 AA0836* NAD 83(1986) POSITION- 24 55 31.     (N) 080 37 53.     (W)   SCALED
 AA0836* NAVD 88 ORTHO HEIGHT -     0.754 (meters)        2.47  (feet) ADJUSTED
 AA0836  ______________________________________________________________________
 AA0836  GEOID HEIGHT    -        -23.453 (meters)                     GEOID18
 AA0836  DYNAMIC HEIGHT  -          0.753 (meters)        2.47  (feet) COMP
 AA0836  MODELED GRAVITY -    978,971.2   (mgal)                       NAVD 88
 AA0836
 AA0836  VERT ORDER      -  SECOND    CLASS I
 AA0836
 AA0836.The horizontal coordinates were scaled from a map and have
 AA0836.an estimated accuracy of +/- 6 seconds.
 AA0836
 AA0836.The orthometric height was determined by differential leveling and
 AA0836.adjusted by the NATIONAL GEODETIC SURVEY
 AA0836.in June 1991.
 AA0836
 AA0836.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0836.GEOID18 height accuracy estimate available here.
 AA0836
 AA0836.This Tidal Bench Mark is designated as VM 10806
 AA0836.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0836
 AA0836.Click photographs - Photos may exist for this station.
 AA0836
 AA0836.The dynamic height is computed by dividing the NAVD 88
 AA0836.geopotential number by the normal gravity value computed on the
 AA0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0836.degrees latitude (g = 980.6199 gals.).
 AA0836
 AA0836.The modeled gravity was interpolated from observed gravity values.
 AA0836
 AA0836;                    North         East    Units  Estimated Accuracy
 AA0836;SPC FL E     -    65,620.      237,230.      MT  (+/- 180 meters Scaled)
 AA0836
 AA0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH372567(NAD 83)
 AA0836
 AA0836                          SUPERSEDED SURVEY CONTROL
 AA0836
 AA0836.No superseded survey control is available for this station.
 AA0836
 AA0836_MARKER: DB = BENCH MARK DISK
 AA0836_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0836_SP_SET: PIER WALKWAY
 AA0836_STAMPING: NO 1 1971
 AA0836_MARK LOGO: CGS
 AA0836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0836
 AA0836  HISTORY     - Date     Condition        Report By
 AA0836  HISTORY     - 1971     MONUMENTED       NOS
 AA0836  HISTORY     - 1982     GOOD             FLDNR
 AA0836  HISTORY     - 20181004 MARK NOT FOUND   FLDEP
 AA0836
 AA0836                          STATION DESCRIPTION
 AA0836
 AA0836'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0836'1.15 MI SW FROM ISLAMORADA.
 AA0836'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 0.55 MILE SOUTHWEST ON
 AA0836'U.S. HIGHWAY 1 TO LAST STREET, GO 0.5 MILE NORTHWEST ON LAST STREET
 AA0836'TO A 90-DEGREE LEFT TURN, CONTINUE 0.5 MILE SOUTHWEST TO A PRIVATE
 AA0836'DRIVE LEADING TO THE CARIBBEAN SUNSET RESORT, GO 0.5 MILE NORTHWEST
 AA0836'ON THE DRIVE TO ITS END AND THE VICINITY OF THE MARK.  THE MARK IS
 AA0836'SET AT THE NORTHWEST END OF THE CONCRETE PIER ON THE WEST SIDE OF
 AA0836'A BOAT BASIN AND IS 8.6 FEET SOUTH OF THE NORTH CORNER OF THE PIER.
 AA0836
 AA0836                          STATION RECOVERY (2018)
 AA0836
 AA0836'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0836'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0837 ***********************************************************************
 AA0837  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0837  DESIGNATION -  872 3808 TIDAL 2
 AA0837  PID         -  AA0837
 AA0837  STATE/COUNTY-  FL/MONROE
 AA0837  COUNTRY     -  US
 AA0837  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0837
 AA0837                         *CURRENT SURVEY CONTROL
 AA0837  ______________________________________________________________________
 AA0837* NAD 83(1986) POSITION- 24 55 28.23   (N) 080 37 53.89   (W)   HD_HELD1
 AA0837* NAVD 88 ORTHO HEIGHT -     0.864 (meters)        2.83  (feet) ADJUSTED
 AA0837  ______________________________________________________________________
 AA0837  GEOID HEIGHT    -        -23.451 (meters)                     GEOID18
 AA0837  DYNAMIC HEIGHT  -          0.863 (meters)        2.83  (feet) COMP
 AA0837  MODELED GRAVITY -    978,971.2   (mgal)                       NAVD 88
 AA0837
 AA0837  VERT ORDER      -  FIRST     CLASS II
 AA0837
 AA0837.The horizontal coordinates were determined by differentially corrected
 AA0837.hand held GPS observations or other comparable positioning techniques
 AA0837.and have an estimated accuracy of +/- 3 meters.
 AA0837
 AA0837.The orthometric height was determined by differential leveling and
 AA0837.adjusted by the NATIONAL GEODETIC SURVEY
 AA0837.in April 2020.
 AA0837
 AA0837.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0837.GEOID18 height accuracy estimate available here.
 AA0837
 AA0837.This Tidal Bench Mark is designated as VM 10807
 AA0837.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0837
 AA0837.Click photographs - Photos may exist for this station.
 AA0837
 AA0837.The dynamic height is computed by dividing the NAVD 88
 AA0837.geopotential number by the normal gravity value computed on the
 AA0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0837.degrees latitude (g = 980.6199 gals.).
 AA0837
 AA0837.The modeled gravity was interpolated from observed gravity values.
 AA0837
 AA0837;                    North         East    Units  Estimated Accuracy
 AA0837;SPC FL E     -    65,529.5     237,207.0     MT  (+/- 3 meters HH1 GPS) 
 AA0837
 AA0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH3719456639(NAD 83)
 AA0837
 AA0837                          SUPERSEDED SURVEY CONTROL
 AA0837
 AA0837  NAVD 88 (06/15/91)    0.864  (m)            2.83   (f) SUPERSEDED  2 1
 AA0837
 AA0837.Superseded values are not recommended for survey control.
 AA0837
 AA0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0837.See file dsdata.pdf to determine how the superseded data were derived.
 AA0837
 AA0837_MARKER: DB = BENCH MARK DISK
 AA0837_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0837_SP_SET: PIER WALKWAY
 AA0837_STAMPING: NO 2 1971
 AA0837_MARK LOGO: CGS
 AA0837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0837_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0837+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2018
 AA0837
 AA0837  HISTORY     - Date     Condition        Report By
 AA0837  HISTORY     - 1971     MONUMENTED       NOS
 AA0837  HISTORY     - 1982     GOOD             FLDNR
 AA0837  HISTORY     - 20181004 GOOD             FLDEP
 AA0837
 AA0837                          STATION DESCRIPTION
 AA0837
 AA0837'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0837'1.15 MI SW FROM ISLAMORADA.
 AA0837'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 0.55 MILE SOUTHWEST ON
 AA0837'U.S. HIGHWAY 1 TO LAST STREET, GO 0.5 MILE NORTHWEST ON LAST STREET
 AA0837'TO A 90-DEGREE LEFT TURN, CONTINUE 0.5 MILE SOUTHWEST TO A PRIVATE
 AA0837'DRIVE LEADING TO THE CARIBBEAN SUNSET RESORT, GO 0.5 MILE NORTHWEST
 AA0837'ON THE DRIVE TO ITS END AND THE VICINITY OF THE MARK.  THE MARK IS
 AA0837'NEAR THE SOUTHEAST END OF THE PIER, 0.7 FOOT SOUTHWEST OF THE SEAWALL
 AA0837'ON THE SOUTHWEST SIDE OF THE BOAT BASIN, AND 30 FEET NORTHWEST OF THE
 AA0837'NORTHWEST CORNER OF A BOAT SHED.
 AA0837
 AA0837                          STATION RECOVERY (2018)
 AA0837
 AA0837'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0837'RECOVERED IN GOOD CONDITION.
 AA0837'
 AA0837'NOTE-THE FOLLOWING ADDITIONS.  THE MARK IS LOCATED ON THE PIER WALKWAY
 AA0837'BEHIND CASA MORADA RESORT AT 136 MADERIA ROAD, LAST STREET IS CALLED
 AA0837'LIST STREET AND MILEAGE TO THE CURVE AND TO THE RESORT SHOULD BE 0.05
 AA0837'MI (0.08 KM) INSTEAD OF 0.5 MI (0.8 KM).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0835 ***********************************************************************
 AA0835  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0835  DESIGNATION -  872 3808 TIDAL 3
 AA0835  PID         -  AA0835
 AA0835  STATE/COUNTY-  FL/MONROE
 AA0835  COUNTRY     -  US
 AA0835  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0835
 AA0835                         *CURRENT SURVEY CONTROL
 AA0835  ______________________________________________________________________
 AA0835* NAD 83(1986) POSITION- 24 55 28.23   (N) 080 37 52.53   (W)   HD_HELD1
 AA0835* NAVD 88 ORTHO HEIGHT -     0.946 (meters)        3.10  (feet) ADJUSTED
 AA0835  ______________________________________________________________________
 AA0835  GEOID HEIGHT    -        -23.452 (meters)                     GEOID18
 AA0835  DYNAMIC HEIGHT  -          0.945 (meters)        3.10  (feet) COMP
 AA0835  MODELED GRAVITY -    978,971.2   (mgal)                       NAVD 88
 AA0835
 AA0835  VERT ORDER      -  FIRST     CLASS II
 AA0835
 AA0835.The horizontal coordinates were determined by differentially corrected
 AA0835.hand held GPS observations or other comparable positioning techniques
 AA0835.and have an estimated accuracy of +/- 3 meters.
 AA0835
 AA0835.The orthometric height was determined by differential leveling and
 AA0835.adjusted by the NATIONAL GEODETIC SURVEY
 AA0835.in April 2020.
 AA0835
 AA0835.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0835.GEOID18 height accuracy estimate available here.
 AA0835
 AA0835.This Tidal Bench Mark is designated as VM 10808
 AA0835.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0835
 AA0835.Click photographs - Photos may exist for this station.
 AA0835
 AA0835.The dynamic height is computed by dividing the NAVD 88
 AA0835.geopotential number by the normal gravity value computed on the
 AA0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0835.degrees latitude (g = 980.6199 gals.).
 AA0835
 AA0835.The modeled gravity was interpolated from observed gravity values.
 AA0835
 AA0835;                    North         East    Units  Estimated Accuracy
 AA0835;SPC FL E     -    65,529.6     237,245.2     MT  (+/- 3 meters HH1 GPS) 
 AA0835
 AA0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH3723256639(NAD 83)
 AA0835
 AA0835                          SUPERSEDED SURVEY CONTROL
 AA0835
 AA0835  NAVD 88 (06/15/91)    0.947  (m)            3.11   (f) SUPERSEDED  2 1
 AA0835
 AA0835.Superseded values are not recommended for survey control.
 AA0835
 AA0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0835.See file dsdata.pdf to determine how the superseded data were derived.
 AA0835
 AA0835_MARKER: DB = BENCH MARK DISK
 AA0835_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0835_SP_SET: SEAWALL
 AA0835_STAMPING: NO 3 1971
 AA0835_MARK LOGO: CGS
 AA0835_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0835+STABILITY: SURFACE MOTION
 AA0835_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0835+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2018
 AA0835
 AA0835  HISTORY     - Date     Condition        Report By
 AA0835  HISTORY     - 1971     MONUMENTED       NOS
 AA0835  HISTORY     - 1982     GOOD             FLDNR
 AA0835  HISTORY     - 20181004 GOOD             FLDEP
 AA0835
 AA0835                          STATION DESCRIPTION
 AA0835
 AA0835'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0835'1.15 MI SW FROM ISLAMORADA.
 AA0835'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 0.55 MILE SOUTHWEST ON
 AA0835'U.S. HIGHWAY 1 TO LAST STREET, GO 0.5 MILE NORTHWEST ON LAST STREET
 AA0835'TO A 90-DEGREE LEFT TURN, CONTINUE 0.5 MILE SOUTHWEST TO A PRIVATE
 AA0835'DRIVE LEADING TO THE CARIBBEAN SUNSET RESORT, GO 0.5 MILE NORTHWEST
 AA0835'ON THE DRIVE TO ITS END AND THE VICINITY OF THE MARK.  THE MARK IS
 AA0835'SET FLUSH IN TOP OF THE SEAWALL, 25.4 FEET NORTH OF THE NORTH WALL
 AA0835'OF THE APARTMENT BUILDING AND 20.5 FEET SOUTHWEST OF THE SOUTHWEST
 AA0835'SIDE OF THE BOAT RAMP.
 AA0835
 AA0835                          STATION RECOVERY (2018)
 AA0835
 AA0835'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0835'RECOVERED IN GOOD CONDITION.
 AA0835'
 AA0835'NOTE-THE FOLLOWING ADDITIONS.  THE MARK IS LOCATED ON THE SEAWALL
 AA0835'BEHIND CASA MORADA RESORT AT 136 MADERIA ROAD, LAST STREET IS CALLED
 AA0835'LIST STREET AND MILEAGE TO THE CURVE AND TO THE RESORT SHOULD BE 0.05
 AA0835'MI (0.08 KM) INSTEAD OF 0.5 MI (0.8 KM).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0834 ***********************************************************************
 AA0834  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0834  DESIGNATION -  872 3808 TIDAL 4
 AA0834  PID         -  AA0834
 AA0834  STATE/COUNTY-  FL/MONROE
 AA0834  COUNTRY     -  US
 AA0834  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0834
 AA0834                         *CURRENT SURVEY CONTROL
 AA0834  ______________________________________________________________________
 AA0834* NAD 83(1986) POSITION- 24 55 28.26   (N) 080 37 52.09   (W)   HD_HELD1
 AA0834* NAVD 88 ORTHO HEIGHT -     0.861 (meters)        2.82  (feet) ADJUSTED
 AA0834  ______________________________________________________________________
 AA0834  GEOID HEIGHT    -        -23.452 (meters)                     GEOID18
 AA0834  DYNAMIC HEIGHT  -          0.860 (meters)        2.82  (feet) COMP
 AA0834  MODELED GRAVITY -    978,971.2   (mgal)                       NAVD 88
 AA0834
 AA0834  VERT ORDER      -  FIRST     CLASS II
 AA0834
 AA0834.The horizontal coordinates were determined by differentially corrected
 AA0834.hand held GPS observations or other comparable positioning techniques
 AA0834.and have an estimated accuracy of +/- 3 meters.
 AA0834
 AA0834.The orthometric height was determined by differential leveling and
 AA0834.adjusted by the NATIONAL GEODETIC SURVEY
 AA0834.in April 2020.
 AA0834
 AA0834.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0834.GEOID18 height accuracy estimate available here.
 AA0834
 AA0834.This Tidal Bench Mark is designated as VM 10809
 AA0834.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0834
 AA0834.Click photographs - Photos may exist for this station.
 AA0834
 AA0834.The dynamic height is computed by dividing the NAVD 88
 AA0834.geopotential number by the normal gravity value computed on the
 AA0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0834.degrees latitude (g = 980.6199 gals.).
 AA0834
 AA0834.The modeled gravity was interpolated from observed gravity values.
 AA0834
 AA0834;                    North         East    Units  Estimated Accuracy
 AA0834;SPC FL E     -    65,530.5     237,257.5     MT  (+/- 3 meters HH1 GPS) 
 AA0834
 AA0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH3724456640(NAD 83)
 AA0834
 AA0834                          SUPERSEDED SURVEY CONTROL
 AA0834
 AA0834  NAVD 88 (06/15/91)    0.861  (m)            2.82   (f) SUPERSEDED  2 1
 AA0834
 AA0834.Superseded values are not recommended for survey control.
 AA0834
 AA0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0834.See file dsdata.pdf to determine how the superseded data were derived.
 AA0834
 AA0834_MARKER: DB = BENCH MARK DISK
 AA0834_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0834_SP_SET: SEAWALL
 AA0834_STAMPING: NO 4 1971
 AA0834_MARK LOGO: CGS
 AA0834_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0834+STABILITY: SURFACE MOTION
 AA0834_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0834+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2018
 AA0834
 AA0834  HISTORY     - Date     Condition        Report By
 AA0834  HISTORY     - 1971     MONUMENTED       NOS
 AA0834  HISTORY     - 1982     GOOD             FLDNR
 AA0834  HISTORY     - 20181004 GOOD             FLDEP
 AA0834
 AA0834                          STATION DESCRIPTION
 AA0834
 AA0834'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0834'1.15 MI SW FROM ISLAMORADA.
 AA0834'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 0.55 MILE SOUTHWEST ON
 AA0834'U.S. HIGHWAY 1 TO LAST STREET, GO 0.5 MILE NORTHWEST ON LAST STREET
 AA0834'TO A 90-DEGREE LEFT TURN, CONTINUE 0.5 MILE SOUTHWEST TO A PRIVATE
 AA0834'DRIVE LEADING TO THE CARIBBEAN SUNSET RESORT, GO 0.5 MILE NORTHWEST
 AA0834'ON THE DRIVE TO ITS END AND THE VICINITY OF THE MARK.  THE MARK IS
 AA0834'SET FLUSH IN TOP OF THE SEAWALL, 46.2 FEET NORTHEAST OF THE
 AA0834'NORTHEAST CORNER OF THE APARTMENT BUILDING, AND 8.5 FEET EAST OF THE
 AA0834'EAST SIDE OF THE BOAT RAMP.
 AA0834
 AA0834                          STATION RECOVERY (2018)
 AA0834
 AA0834'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0834'RECOVERED IN GOOD CONDITION.
 AA0834'
 AA0834'NOTE-THE FOLLOWING ADDITIONS.  THE MARK IS LOCATED ON THE SEAWALL
 AA0834'BEHIND CASA MORADA RESORT AT 136 MADERIA ROAD, LAST STREET IS CALLED
 AA0834'LIST STREET AND MILEAGE TO THE CURVE AND TO THE RESORT SHOULD BE 0.05
 AA0834'MI (0.08 KM) INSTEAD OF 0.5 MI (0.8 KM).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0841 ***********************************************************************
 AA0841  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0841  DESIGNATION -  872 3813 E TIDAL
 AA0841  PID         -  AA0841
 AA0841  STATE/COUNTY-  FL/MONROE
 AA0841  COUNTRY     -  US
 AA0841  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0841
 AA0841                         *CURRENT SURVEY CONTROL
 AA0841  ______________________________________________________________________
 AA0841* NAD 83(1986) POSITION- 24 54 55.     (N) 080 38 23.     (W)   SCALED
 AA0841* NAVD 88 ORTHO HEIGHT -     2.259 (meters)        7.41  (feet) ADJUSTED
 AA0841  ______________________________________________________________________
 AA0841  GEOID HEIGHT    -        -23.417 (meters)                     GEOID18
 AA0841  DYNAMIC HEIGHT  -          2.255 (meters)        7.40  (feet) COMP
 AA0841  MODELED GRAVITY -    978,970.8   (mgal)                       NAVD 88
 AA0841
 AA0841  VERT ORDER      -  FIRST     CLASS II
 AA0841
 AA0841.The horizontal coordinates were scaled from a map and have
 AA0841.an estimated accuracy of +/- 6 seconds.
 AA0841
 AA0841.The orthometric height was determined by differential leveling and
 AA0841.adjusted by the NATIONAL GEODETIC SURVEY
 AA0841.in June 1991.
 AA0841
 AA0841.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0841.GEOID18 height accuracy estimate available here.
 AA0841
 AA0841.This Tidal Bench Mark is designated as VM 6235
 AA0841.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0841
 AA0841.Click photographs - Photos may exist for this station.
 AA0841
 AA0841.The dynamic height is computed by dividing the NAVD 88
 AA0841.geopotential number by the normal gravity value computed on the
 AA0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0841.degrees latitude (g = 980.6199 gals.).
 AA0841
 AA0841.The modeled gravity was interpolated from observed gravity values.
 AA0841
 AA0841;                    North         East    Units  Estimated Accuracy
 AA0841;SPC FL E     -    64,510.      236,390.      MT  (+/- 180 meters Scaled)
 AA0841
 AA0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH363556(NAD 83)
 AA0841
 AA0841                          SUPERSEDED SURVEY CONTROL
 AA0841
 AA0841  NGVD 29 (09/01/92)    2.719  (m)            8.92   (f) ADJUSTED    1 2
 AA0841
 AA0841.Superseded values are not recommended for survey control.
 AA0841
 AA0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0841.See file dsdata.pdf to determine how the superseded data were derived.
 AA0841
 AA0841_STAMPING: 3813 E 1982
 AA0841_MARK LOGO: NOS
 AA0841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0841+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0841
 AA0841  HISTORY     - Date     Condition        Report By
 AA0841  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0841  HISTORY     - 19901114 GOOD             FLDNR
 AA0841  HISTORY     - 20181005 MARK NOT FOUND   FLDEP
 AA0841
 AA0841                          STATION DESCRIPTION
 AA0841
 AA0841'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0841'1.5 MI SW FROM ISLAMORADA.
 AA0841'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 1.2 MILES SOUTHWEST ON
 AA0841'U.S. HIGHWAY 1 TO A PAVED ROAD LEADING SOUTHEAST TO A PAVED ACCESS
 AA0841'ROAD PARALLELING U.S. 1, PROCEED 0.3 MILE SOUTHWEST ALONG ACCESS ROAD
 AA0841'TO THE MARK.  THE MARK BEARS 28.2 FEET NORTHWEST OF THE CENTERLINE OF
 AA0841'THE ACCESS ROAD, 36.6 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF
 AA0841'U.S. HIGHWAY 1, 125.0 FEET SOUTHEAST OF THE SOUTH CORNER OF BAYSIDE
 AA0841'MARINA, AND 168.0 FEET NORTH OF THE INTERSECTION OF MATECUMBE AVENUE
 AA0841'AND THE ACCESS ROAD.  THE MARK IS 0.3 MILE SOUTHWEST OF BENCH MARK
 AA0841'3814 G 1982.
 AA0841'THE MARK IS 0.5 FT BELOW HIGHWAY.
 AA0841
 AA0841                          STATION RECOVERY (1990)
 AA0841
 AA0841'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0841'RECOVERED IN GOOD CONDITION.
 AA0841
 AA0841                          STATION RECOVERY (2018)
 AA0841
 AA0841'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0841'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0844 ***********************************************************************
 AA0844  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0844  DESIGNATION -  872 3813 F TIDAL
 AA0844  PID         -  AA0844
 AA0844  STATE/COUNTY-  FL/MONROE
 AA0844  COUNTRY     -  US
 AA0844  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0844
 AA0844                         *CURRENT SURVEY CONTROL
 AA0844  ______________________________________________________________________
 AA0844* NAD 83(1986) POSITION- 24 54 47.     (N) 080 38 25.     (W)   SCALED
 AA0844* NAVD 88 ORTHO HEIGHT -     2.624 (meters)        8.61  (feet) ADJUSTED
 AA0844  ______________________________________________________________________
 AA0844  GEOID HEIGHT    -        -23.413 (meters)                     GEOID18
 AA0844  DYNAMIC HEIGHT  -          2.619 (meters)        8.59  (feet) COMP
 AA0844  MODELED GRAVITY -    978,970.8   (mgal)                       NAVD 88
 AA0844
 AA0844  VERT ORDER      -  FIRST     CLASS II
 AA0844
 AA0844.The horizontal coordinates were scaled from a map and have
 AA0844.an estimated accuracy of +/- 6 seconds.
 AA0844
 AA0844.The orthometric height was determined by differential leveling and
 AA0844.adjusted by the NATIONAL GEODETIC SURVEY
 AA0844.in June 1991.
 AA0844
 AA0844.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0844.GEOID18 height accuracy estimate available here.
 AA0844
 AA0844.This Tidal Bench Mark is designated as VM 6236
 AA0844.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0844
 AA0844.Click photographs - Photos may exist for this station.
 AA0844
 AA0844.The dynamic height is computed by dividing the NAVD 88
 AA0844.geopotential number by the normal gravity value computed on the
 AA0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0844.degrees latitude (g = 980.6199 gals.).
 AA0844
 AA0844.The modeled gravity was interpolated from observed gravity values.
 AA0844
 AA0844;                    North         East    Units  Estimated Accuracy
 AA0844;SPC FL E     -    64,260.      236,340.      MT  (+/- 180 meters Scaled)
 AA0844
 AA0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH363553(NAD 83)
 AA0844
 AA0844                          SUPERSEDED SURVEY CONTROL
 AA0844
 AA0844  NGVD 29 (09/01/92)    3.083  (m)           10.11   (f) ADJUSTED    1 2
 AA0844
 AA0844.Superseded values are not recommended for survey control.
 AA0844
 AA0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0844.See file dsdata.pdf to determine how the superseded data were derived.
 AA0844
 AA0844_STAMPING: 3813 F 1982
 AA0844_MARK LOGO: NOS
 AA0844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0844+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0844
 AA0844  HISTORY     - Date     Condition        Report By
 AA0844  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0844  HISTORY     - 19901114 GOOD             FLDNR
 AA0844  HISTORY     - 20181005 MARK NOT FOUND   FLDEP
 AA0844
 AA0844                          STATION DESCRIPTION
 AA0844
 AA0844'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0844'1.55 MI SW FROM ISLAMORADA.
 AA0844'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 1.2 MILES SOUTHWEST ON
 AA0844'U.S. HIGHWAY 1 TO A PAVED ROAD LEADING SOUTHEAST TO A PAVED ACCESS
 AA0844'ROAD PARALLELING U.S. 1, PROCEED 0.35 MILE SOUTHWEST ALONG ACCESS
 AA0844'ROAD TO THE MARK.  THE MARK BEARS 24.8 FEET NORTHWEST OF THE
 AA0844'CENTERLINE OF THE ACCESS ROAD, 42.0 FEET SOUTHEAST OF THE
 AA0844'SOUTHEAST EDGE OF U.S. 1, 87.0 FEET EAST-NORTHEAST OF POWER
 AA0844'POLE 227, AND 208.0 FEET WEST-SOUTHWEST OF THE INTERSECTION OF
 AA0844'MATECUMBE AVENUE AND THE ACCESS ROAD.  THE MARK IS 0.05 MILE
 AA0844'SOUTHWEST OF BENCH MARK 3813 E 1982.
 AA0844'THE MARK IS 0.5 FT BELOW HIGHWAY.
 AA0844
 AA0844                          STATION RECOVERY (1990)
 AA0844
 AA0844'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0844'RECOVERED IN GOOD CONDITION.
 AA0844
 AA0844                          STATION RECOVERY (2018)
 AA0844
 AA0844'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0844'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0843 ***********************************************************************
 AA0843  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0843  DESIGNATION -  872 3813 TIDAL 1
 AA0843  PID         -  AA0843
 AA0843  STATE/COUNTY-  FL/MONROE
 AA0843  COUNTRY     -  US
 AA0843  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0843
 AA0843                         *CURRENT SURVEY CONTROL
 AA0843  ______________________________________________________________________
 AA0843* NAD 83(1986) POSITION- 24 54 55.     (N) 080 38 23.     (W)   SCALED
 AA0843* NAVD 88 ORTHO HEIGHT -     0.533 (meters)        1.75  (feet) ADJUSTED
 AA0843  ______________________________________________________________________
 AA0843  GEOID HEIGHT    -        -23.417 (meters)                     GEOID18
 AA0843  DYNAMIC HEIGHT  -          0.532 (meters)        1.75  (feet) COMP
 AA0843  MODELED GRAVITY -    978,970.8   (mgal)                       NAVD 88
 AA0843
 AA0843  VERT ORDER      -  SECOND    CLASS I
 AA0843
 AA0843.The horizontal coordinates were scaled from a map and have
 AA0843.an estimated accuracy of +/- 6 seconds.
 AA0843
 AA0843.The orthometric height was determined by differential leveling and
 AA0843.adjusted by the NATIONAL GEODETIC SURVEY
 AA0843.in June 1991.
 AA0843
 AA0843.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0843.GEOID18 height accuracy estimate available here.
 AA0843
 AA0843.This Tidal Bench Mark is designated as VM 6233
 AA0843.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0843
 AA0843.Click photographs - Photos may exist for this station.
 AA0843
 AA0843.The dynamic height is computed by dividing the NAVD 88
 AA0843.geopotential number by the normal gravity value computed on the
 AA0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0843.degrees latitude (g = 980.6199 gals.).
 AA0843
 AA0843.The modeled gravity was interpolated from observed gravity values.
 AA0843
 AA0843;                    North         East    Units  Estimated Accuracy
 AA0843;SPC FL E     -    64,510.      236,390.      MT  (+/- 180 meters Scaled)
 AA0843
 AA0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH363556(NAD 83)
 AA0843
 AA0843                          SUPERSEDED SURVEY CONTROL
 AA0843
 AA0843.No superseded survey control is available for this station.
 AA0843
 AA0843_MARKER: DJ = TIDAL STATION DISK
 AA0843_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0843_SP_SET: SEAWALL
 AA0843_STAMPING: NO 1 1975
 AA0843_MARK LOGO: NOS
 AA0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0843+STABILITY: SURFACE MOTION
 AA0843
 AA0843  HISTORY     - Date     Condition        Report By
 AA0843  HISTORY     - 1975     MONUMENTED       NOS
 AA0843  HISTORY     - 1982     GOOD             FLDNR
 AA0843  HISTORY     - 20181005 MARK NOT FOUND   FLDEP
 AA0843
 AA0843                          STATION DESCRIPTION
 AA0843
 AA0843'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0843'1.45 MI SW FROM ISLAMORADA.
 AA0843'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 1.45 MILES SOUTHWEST ON
 AA0843'U.S. HIGHWAY 1 TO THE BAYSIDE MARINA AND THE MARK. THE MARK BEARS
 AA0843'41 FEET WEST OF THE EAST END OF THE SEAWALL BEHIND THE BOAT STORAGE
 AA0843'BUILDING AND JUST WEST OF THE EASTERNMOST WOODEN PIER.
 AA0843
 AA0843                          STATION RECOVERY (2018)
 AA0843
 AA0843'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0843'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0842 ***********************************************************************
 AA0842  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0842  DESIGNATION -  872 3813 TIDAL 2
 AA0842  PID         -  AA0842
 AA0842  STATE/COUNTY-  FL/MONROE
 AA0842  COUNTRY     -  US
 AA0842  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0842
 AA0842                         *CURRENT SURVEY CONTROL
 AA0842  ______________________________________________________________________
 AA0842* NAD 83(1986) POSITION- 24 54 55.     (N) 080 38 23.     (W)   SCALED
 AA0842* NAVD 88 ORTHO HEIGHT -     2.435 (meters)        7.99  (feet) ADJUSTED
 AA0842  ______________________________________________________________________
 AA0842  GEOID HEIGHT    -        -23.417 (meters)                     GEOID18
 AA0842  DYNAMIC HEIGHT  -          2.431 (meters)        7.98  (feet) COMP
 AA0842  MODELED GRAVITY -    978,970.8   (mgal)                       NAVD 88
 AA0842
 AA0842  VERT ORDER      -  SECOND    CLASS I
 AA0842
 AA0842.The horizontal coordinates were scaled from a map and have
 AA0842.an estimated accuracy of +/- 6 seconds.
 AA0842
 AA0842.The orthometric height was determined by differential leveling and
 AA0842.adjusted by the NATIONAL GEODETIC SURVEY
 AA0842.in June 1991.
 AA0842
 AA0842.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0842.GEOID18 height accuracy estimate available here.
 AA0842
 AA0842.This Tidal Bench Mark is designated as VM 6234
 AA0842.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0842
 AA0842.Click photographs - Photos may exist for this station.
 AA0842
 AA0842.The dynamic height is computed by dividing the NAVD 88
 AA0842.geopotential number by the normal gravity value computed on the
 AA0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0842.degrees latitude (g = 980.6199 gals.).
 AA0842
 AA0842.The modeled gravity was interpolated from observed gravity values.
 AA0842
 AA0842;                    North         East    Units  Estimated Accuracy
 AA0842;SPC FL E     -    64,510.      236,390.      MT  (+/- 180 meters Scaled)
 AA0842
 AA0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH363556(NAD 83)
 AA0842
 AA0842                          SUPERSEDED SURVEY CONTROL
 AA0842
 AA0842.No superseded survey control is available for this station.
 AA0842
 AA0842_MARKER: DJ = TIDAL STATION DISK
 AA0842_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0842_SP_SET: FOUNDATION FOR BOAT STORAGE BL
 AA0842_STAMPING: NO 2 1975
 AA0842_MARK LOGO: NOS
 AA0842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0842+STABILITY: SURFACE MOTION
 AA0842
 AA0842  HISTORY     - Date     Condition        Report By
 AA0842  HISTORY     - 1975     MONUMENTED       NOS
 AA0842  HISTORY     - 1982     GOOD             FLDNR
 AA0842  HISTORY     - 20181005 MARK NOT FOUND   FLDEP
 AA0842
 AA0842                          STATION DESCRIPTION
 AA0842
 AA0842'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0842'1.45 MI SW FROM ISLAMORADA.
 AA0842'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 1.45 MILES SOUTHWEST ON
 AA0842'U.S. HIGHWAY 1 TO BAYSIDE MARINA AND THE MARK.  THE MARK IS SET IN
 AA0842'THE FOUNDATION ON THE NORTHWEST SIDE OF THE BOAT STORAGE BUILDING,
 AA0842'40 FEET SOUTHWEST OF THE NORTH CORNER OF THE BUILDING AND 0.5 FOOT
 AA0842'NORTHWEST OF THE WALL OF THE BUILDING.
 AA0842'THE MARK IS 0.5 FT ABOVE GROUND.
 AA0842
 AA0842                          STATION RECOVERY (2018)
 AA0842
 AA0842'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0842'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0833 ***********************************************************************
 AA0833  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0833  DESIGNATION -  872 3814 E TIDAL
 AA0833  PID         -  AA0833
 AA0833  STATE/COUNTY-  FL/MONROE
 AA0833  COUNTRY     -  US
 AA0833  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0833
 AA0833                         *CURRENT SURVEY CONTROL
 AA0833  ______________________________________________________________________
 AA0833* NAD 83(1986) POSITION- 24 55 05.     (N) 080 38 06.     (W)   SCALED
 AA0833* NAVD 88 ORTHO HEIGHT -     1.860 (meters)        6.10  (feet) ADJUSTED
 AA0833  ______________________________________________________________________
 AA0833  GEOID HEIGHT    -        -23.433 (meters)                     GEOID18
 AA0833  DYNAMIC HEIGHT  -          1.857 (meters)        6.09  (feet) COMP
 AA0833  MODELED GRAVITY -    978,970.7   (mgal)                       NAVD 88
 AA0833
 AA0833  VERT ORDER      -  SECOND    CLASS I
 AA0833
 AA0833.The horizontal coordinates were scaled from a map and have
 AA0833.an estimated accuracy of +/- 6 seconds.
 AA0833
 AA0833.The orthometric height was determined by differential leveling and
 AA0833.adjusted by the NATIONAL GEODETIC SURVEY
 AA0833.in June 1991.
 AA0833
 AA0833.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0833.GEOID18 height accuracy estimate available here.
 AA0833
 AA0833.This Tidal Bench Mark is designated as VM 10959
 AA0833.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0833
 AA0833.Click photographs - Photos may exist for this station.
 AA0833
 AA0833.The dynamic height is computed by dividing the NAVD 88
 AA0833.geopotential number by the normal gravity value computed on the
 AA0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0833.degrees latitude (g = 980.6199 gals.).
 AA0833
 AA0833.The modeled gravity was interpolated from observed gravity values.
 AA0833
 AA0833;                    North         East    Units  Estimated Accuracy
 AA0833;SPC FL E     -    64,810.      236,870.      MT  (+/- 180 meters Scaled)
 AA0833
 AA0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH368559(NAD 83)
 AA0833
 AA0833                          SUPERSEDED SURVEY CONTROL
 AA0833
 AA0833.No superseded survey control is available for this station.
 AA0833
 AA0833_MARKER: DJ = TIDAL STATION DISK
 AA0833_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0833_SP_SET: SEWER FOUNDATION
 AA0833_STAMPING: 3814 E 1982
 AA0833_MARK LOGO: NOS
 AA0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0833+STABILITY: SURFACE MOTION
 AA0833
 AA0833  HISTORY     - Date     Condition        Report By
 AA0833  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0833  HISTORY     - 20181006 MARK NOT FOUND   FLDEP
 AA0833
 AA0833                          STATION DESCRIPTION
 AA0833
 AA0833'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0833'1.15 MI SW FROM ISLAMORADA.
 AA0833'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 1.15 MILES SOUTHWEST
 AA0833'ALONG U.S. HIGHWAY 1 TO THE MATECUMBE METHODIST CHURCH.  THE MARK IS
 AA0833'LOCATED ON THE SOUTHEAST SIDE OF THE CHURCH.  THE MARK BEARS 12.0
 AA0833'FEET NORTHWEST OF THE CENTERLINE OF A PAVED ROAD PARALLELING U.S. 1,
 AA0833'49.0 FEET SOUTH OF THE SOUTH CORNER OF THE MATECUMBE METHODIST
 AA0833'CHURCH, 15.8 FEET SOUTHEAST OF THE CENTER COCONUT TREE AMONG THREE
 AA0833'COCONUT TREES, AND 152.0 FEET EAST OF BENCH MARK 3814 G 1982.  THE
 AA0833'MARK IS SET IN THE SOUTH CORNER OF A CONCRETE FOUNDATION OF A SEWER.
 AA0833'THE MARK IS ABOVE LEVEL WITH ROAD.
 AA0833
 AA0833                          STATION RECOVERY (2018)
 AA0833
 AA0833'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0833'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0840 ***********************************************************************
 AA0840  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0840  DESIGNATION -  872 3814 G TIDAL
 AA0840  PID         -  AA0840
 AA0840  STATE/COUNTY-  FL/MONROE
 AA0840  COUNTRY     -  US
 AA0840  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0840
 AA0840                         *CURRENT SURVEY CONTROL
 AA0840  ______________________________________________________________________
 AA0840* NAD 83(1986) POSITION- 24 55 01.35   (N) 080 38 09.29   (W)   HD_HELD1
 AA0840* NAVD 88 ORTHO HEIGHT -     3.105 (meters)       10.19  (feet) ADJUSTED
 AA0840  ______________________________________________________________________
 AA0840  GEOID HEIGHT    -        -23.429 (meters)                     GEOID18
 AA0840  DYNAMIC HEIGHT  -          3.099 (meters)       10.17  (feet) COMP
 AA0840  MODELED GRAVITY -    978,970.7   (mgal)                       NAVD 88
 AA0840
 AA0840  VERT ORDER      -  FIRST     CLASS II
 AA0840
 AA0840.The horizontal coordinates were determined by differentially corrected
 AA0840.hand held GPS observations or other comparable positioning techniques
 AA0840.and have an estimated accuracy of +/- 3 meters.
 AA0840
 AA0840.The orthometric height was determined by differential leveling and
 AA0840.adjusted by the NATIONAL GEODETIC SURVEY
 AA0840.in June 1991.
 AA0840
 AA0840.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0840.GEOID18 height accuracy estimate available here.
 AA0840
 AA0840.This Tidal Bench Mark is designated as VM 10960
 AA0840.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0840
 AA0840.Click photographs - Photos may exist for this station.
 AA0840
 AA0840.The dynamic height is computed by dividing the NAVD 88
 AA0840.geopotential number by the normal gravity value computed on the
 AA0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0840.degrees latitude (g = 980.6199 gals.).
 AA0840
 AA0840.The modeled gravity was interpolated from observed gravity values.
 AA0840
 AA0840;                    North         East    Units  Estimated Accuracy
 AA0840;SPC FL E     -    64,701.2     236,777.2     MT  (+/- 3 meters HH1 GPS) 
 AA0840
 AA0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH3676455811(NAD 83)
 AA0840
 AA0840                          SUPERSEDED SURVEY CONTROL
 AA0840
 AA0840  NGVD 29 (09/01/92)    3.565  (m)           11.70   (f) ADJUSTED    1 2
 AA0840
 AA0840.Superseded values are not recommended for survey control.
 AA0840
 AA0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0840.See file dsdata.pdf to determine how the superseded data were derived.
 AA0840
 AA0840_MARKER: DJ = TIDAL STATION DISK
 AA0840_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0840_SP_SET: STEP
 AA0840_STAMPING: 3814 G 1982
 AA0840_MARK LOGO: NOS
 AA0840_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0840_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0840+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2018
 AA0840
 AA0840  HISTORY     - Date     Condition        Report By
 AA0840  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0840  HISTORY     - 19901114 GOOD             FLDNR
 AA0840  HISTORY     - 20181006 GOOD             FLDEP
 AA0840
 AA0840                          STATION DESCRIPTION
 AA0840
 AA0840'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0840'1.15 MI SW FROM ISLAMORADA.
 AA0840'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 1.15 MILES SOUTHWEST
 AA0840'ALONG U.S. HIGHWAY 1 TO THE MATECUMBE METHODIST CHURCH.  THE MARK
 AA0840'BEARS 27.0 FEET SOUTH OF THE SOUTHEAST CORNER OF THE BASE OF A
 AA0840'MONUMENT, 62.0 FEET WEST-NORTHWEST OF THE CENTERLINE OF A PAVED
 AA0840'ROAD PARALLELING U.S. 1, AND 125.0 FEET WEST OF THE SOUTH CORNER OF
 AA0840'THE CHURCH.  THE MARK IS SET IN THE TOP OF A MASONRY FOUNDATION AT
 AA0840'THE SOUTHEAST ENTRANCE TO THE MONUMENT.  THE MARK IS 0.3 MILE
 AA0840'NORTHEAST OF BENCH MARK 3813 E 1982.
 AA0840'THE MARK IS 2 FT ABOVE GROUND.
 AA0840
 AA0840                          STATION RECOVERY (1990)
 AA0840
 AA0840'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0840'RECOVERED IN GOOD CONDITION.
 AA0840
 AA0840                          STATION RECOVERY (2018)
 AA0840
 AA0840'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0840'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1734 ***********************************************************************
 AA1734  DESIGNATION -  872 3814 H TIDAL
 AA1734  PID         -  AA1734
 AA1734  STATE/COUNTY-  FL/MONROE
 AA1734  COUNTRY     -  US
 AA1734  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA1734
 AA1734                         *CURRENT SURVEY CONTROL
 AA1734  ______________________________________________________________________
 AA1734* NAD 83(1986) POSITION- 24 55 00.     (N) 080 38 09.     (W)   SCALED
 AA1734* NAVD 88 ORTHO HEIGHT -     2.060 (meters)        6.76  (feet) ADJUSTED
 AA1734  ______________________________________________________________________
 AA1734  GEOID HEIGHT    -        -23.428 (meters)                     GEOID18
 AA1734  DYNAMIC HEIGHT  -          2.056 (meters)        6.75  (feet) COMP
 AA1734  MODELED GRAVITY -    978,970.7   (mgal)                       NAVD 88
 AA1734
 AA1734  VERT ORDER      -  FIRST     CLASS II
 AA1734
 AA1734.The horizontal coordinates were scaled from a map and have
 AA1734.an estimated accuracy of +/- 6 seconds.
 AA1734
 AA1734.The orthometric height was determined by differential leveling and
 AA1734.adjusted by the NATIONAL GEODETIC SURVEY
 AA1734.in May 1994.
 AA1734
 AA1734.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1734.GEOID18 height accuracy estimate available here.
 AA1734
 AA1734.Click photographs - Photos may exist for this station.
 AA1734
 AA1734.The dynamic height is computed by dividing the NAVD 88
 AA1734.geopotential number by the normal gravity value computed on the
 AA1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1734.degrees latitude (g = 980.6199 gals.).
 AA1734
 AA1734.The modeled gravity was interpolated from observed gravity values.
 AA1734
 AA1734;                    North         East    Units  Estimated Accuracy
 AA1734;SPC FL E     -    64,660.      236,790.      MT  (+/- 180 meters Scaled)
 AA1734
 AA1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH367557(NAD 83)
 AA1734
 AA1734                          SUPERSEDED SURVEY CONTROL
 AA1734
 AA1734  NGVD 29 (09/01/92)    2.521  (m)            8.27   (f) ADJUSTED    1 2
 AA1734
 AA1734.Superseded values are not recommended for survey control.
 AA1734
 AA1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1734.See file dsdata.pdf to determine how the superseded data were derived.
 AA1734
 AA1734_MARKER: DJ = TIDAL STATION DISK
 AA1734_SETTING: 66 = SET IN ROCK OUTCROP
 AA1734_STAMPING: 3814 H 1987
 AA1734_MARK LOGO: NOS
 AA1734_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1734+STABILITY: POSITION/ELEVATION WELL
 AA1734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1734+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AA1734
 AA1734  HISTORY     - Date     Condition        Report By
 AA1734  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1734  HISTORY     - 20181005 MARK NOT FOUND   FLDEP
 AA1734
 AA1734                          STATION DESCRIPTION
 AA1734
 AA1734'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1734'TO REACH FROM THE POST OFFICE IN ISLAMORADA, GO SOUTHWEST ON U.S.
 AA1734'HIGHWAY 1 FOR 1.1 MI (1.8 KM) TO THE ENTRANCE ROAD TO THE CHEECA
 AA1734'LODGE, TURN LEFT ONTO CHEECA LODGE ROAD AND GO ONE BLOCK TO THE
 AA1734'INTERSECTION WITH OLD U.S. HIGHWAY 1, TURN RIGHT (SOUTHWEST) AND GO
 AA1734'135 FT (41.1 M) TO THE MATECUMBE METHODIST CHURCH AND THE MARK, SET
 AA1734'IN THE FRONT YARD OF THE MATECUMBE METHODIST CHURCH, BETWEEN THEIR
 AA1734'DRIVE AND THE STREET.  LOCATED 0.05 MI (0.08 KM) SOUTHWEST OF THE
 AA1734'ROAD TO CHEECA LODGE, 122.0 FT (37.2 M) EAST NORTHEAST OF THE
 AA1734'CENTERLINE OF THE BOTTOM STEP AT THE MAIN ENTRANCE TO THE MATECUMBE
 AA1734'METHODIST CHURCH, 21.7 FT (6.6 M) NORTHWEST OF THE CENTERLINE OF THE
 AA1734'SECONDARY ROAD, 166.5 FT (50.7 M) NORTHEAST OF BENCH MARK 3814 E, 33
 AA1734'FT (10.1 M) EAST OF A BANYAN TREE AND SET IN BEDROCK 0.08 FT (0.02 M)
 AA1734'ABOVE GROUND LEVEL.
 AA1734
 AA1734                          STATION RECOVERY (2018)
 AA1734
 AA1734'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA1734'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0838 ***********************************************************************
 AA0838  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0838  DESIGNATION -  872 3814 TIDAL 2
 AA0838  PID         -  AA0838
 AA0838  STATE/COUNTY-  FL/MONROE
 AA0838  COUNTRY     -  US
 AA0838  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0838
 AA0838                         *CURRENT SURVEY CONTROL
 AA0838  ______________________________________________________________________
 AA0838* NAD 83(1986) POSITION- 24 55 05.     (N) 080 38 06.     (W)   SCALED
 AA0838* NAVD 88 ORTHO HEIGHT -     1.387 (meters)        4.55  (feet) ADJUSTED
 AA0838  ______________________________________________________________________
 AA0838  GEOID HEIGHT    -        -23.433 (meters)                     GEOID18
 AA0838  DYNAMIC HEIGHT  -          1.385 (meters)        4.54  (feet) COMP
 AA0838  MODELED GRAVITY -    978,970.7   (mgal)                       NAVD 88
 AA0838
 AA0838  VERT ORDER      -  SECOND    CLASS I
 AA0838
 AA0838.The horizontal coordinates were scaled from a map and have
 AA0838.an estimated accuracy of +/- 6 seconds.
 AA0838
 AA0838.The orthometric height was determined by differential leveling and
 AA0838.adjusted by the NATIONAL GEODETIC SURVEY
 AA0838.in June 1991.
 AA0838
 AA0838.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0838.GEOID18 height accuracy estimate available here.
 AA0838
 AA0838.This Tidal Bench Mark is designated as VM 10962
 AA0838.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0838
 AA0838.Click photographs - Photos may exist for this station.
 AA0838
 AA0838.The dynamic height is computed by dividing the NAVD 88
 AA0838.geopotential number by the normal gravity value computed on the
 AA0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0838.degrees latitude (g = 980.6199 gals.).
 AA0838
 AA0838.The modeled gravity was interpolated from observed gravity values.
 AA0838
 AA0838;                    North         East    Units  Estimated Accuracy
 AA0838;SPC FL E     -    64,810.      236,870.      MT  (+/- 180 meters Scaled)
 AA0838
 AA0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH368559(NAD 83)
 AA0838
 AA0838                          SUPERSEDED SURVEY CONTROL
 AA0838
 AA0838.No superseded survey control is available for this station.
 AA0838
 AA0838_MARKER: DJ = TIDAL STATION DISK
 AA0838_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0838_SP_SET: STEP
 AA0838_STAMPING: NO 2 1975
 AA0838_MARK LOGO: NOS
 AA0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0838
 AA0838  HISTORY     - Date     Condition        Report By
 AA0838  HISTORY     - 1975     MONUMENTED       NOS
 AA0838  HISTORY     - 1982     GOOD             FLDNR
 AA0838  HISTORY     - 20181005 MARK NOT FOUND   FLDEP
 AA0838
 AA0838                          STATION DESCRIPTION
 AA0838
 AA0838'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0838'1.3 MI SOUTH FROM ISLAMORADA.
 AA0838'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 1.1 MILES SOUTHWEST ON
 AA0838'U.S. HIGHWAY 1 TO THE ENTRANCE TO THE CHEECA LODGE, GO 0.2 MILE
 AA0838'SOUTHEAST ALONG THE DRIVE TO THE LODGE AND THE VICINITY OF THE MARK.
 AA0838'THE MARK IS SET FLUSH IN THE FIRST STEP OF A CONCRETE STAIRWAY TO THE
 AA0838'NORTHERNMOST TWO-STORY APARTMENT BUILDING SOUTHWEST OF THE LODGE,
 AA0838'270.4 FEET SOUTH-SOUTHWEST OF THE BASE OF THE RADIO TOWER, 60 FEET
 AA0838'SOUTHWEST OF THE CENTERLINE OF THE DRIVE, 26 FEET SOUTHWEST OF THE
 AA0838'NORTH CORNER OF THE APARTMENT BUILDING, AND 5.3 FEET NORTHWEST OF
 AA0838'THE NORTHWEST SIDE OF THE BUILDING.
 AA0838'THE MARK IS 1 FT ABOVE GROUND.
 AA0838
 AA0838                          STATION RECOVERY (2018)
 AA0838
 AA0838'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0838'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0839 ***********************************************************************
 AA0839  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0839  DESIGNATION -  872 3814 TIDAL 3
 AA0839  PID         -  AA0839
 AA0839  STATE/COUNTY-  FL/MONROE
 AA0839  COUNTRY     -  US
 AA0839  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0839
 AA0839                         *CURRENT SURVEY CONTROL
 AA0839  ______________________________________________________________________
 AA0839* NAD 83(1986) POSITION- 24 55 05.     (N) 080 38 06.     (W)   SCALED
 AA0839* NAVD 88 ORTHO HEIGHT -     1.559 (meters)        5.11  (feet) ADJUSTED
 AA0839  ______________________________________________________________________
 AA0839  GEOID HEIGHT    -        -23.433 (meters)                     GEOID18
 AA0839  DYNAMIC HEIGHT  -          1.556 (meters)        5.11  (feet) COMP
 AA0839  MODELED GRAVITY -    978,970.7   (mgal)                       NAVD 88
 AA0839
 AA0839  VERT ORDER      -  SECOND    CLASS I
 AA0839
 AA0839.The horizontal coordinates were scaled from a map and have
 AA0839.an estimated accuracy of +/- 6 seconds.
 AA0839
 AA0839.The orthometric height was determined by differential leveling and
 AA0839.adjusted by the NATIONAL GEODETIC SURVEY
 AA0839.in June 1991.
 AA0839
 AA0839.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0839.GEOID18 height accuracy estimate available here.
 AA0839
 AA0839.This Tidal Bench Mark is designated as VM 10963
 AA0839.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0839
 AA0839.Click photographs - Photos may exist for this station.
 AA0839
 AA0839.The dynamic height is computed by dividing the NAVD 88
 AA0839.geopotential number by the normal gravity value computed on the
 AA0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0839.degrees latitude (g = 980.6199 gals.).
 AA0839
 AA0839.The modeled gravity was interpolated from observed gravity values.
 AA0839
 AA0839;                    North         East    Units  Estimated Accuracy
 AA0839;SPC FL E     -    64,810.      236,870.      MT  (+/- 180 meters Scaled)
 AA0839
 AA0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH368559(NAD 83)
 AA0839
 AA0839                          SUPERSEDED SURVEY CONTROL
 AA0839
 AA0839.No superseded survey control is available for this station.
 AA0839
 AA0839_MARKER: DJ = TIDAL STATION DISK
 AA0839_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0839_SP_SET: STEP
 AA0839_STAMPING: NO 3 1975
 AA0839_MARK LOGO: NOS
 AA0839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0839
 AA0839  HISTORY     - Date     Condition        Report By
 AA0839  HISTORY     - 1975     MONUMENTED       NOS
 AA0839  HISTORY     - 1982     GOOD             FLDNR
 AA0839  HISTORY     - 20181005 MARK NOT FOUND   FLDEP
 AA0839
 AA0839                          STATION DESCRIPTION
 AA0839
 AA0839'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0839'1.3 MI SOUTH FROM ISLAMORADA.
 AA0839'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 1.1 MILES SOUTHWEST ON
 AA0839'U.S. HIGHWAY 1 TO THE ENTRANCE TO CHEECA LODGE, GO 0.2 MILE
 AA0839'SOUTHEAST ON THE DRIVE TO THE LODGE AND THE VICINITY OF THE MARK.  THE
 AA0839'MARK IS SET FLUSH IN THE FIRST STEP OF A CONCRETE STAIRWAY TO THE
 AA0839'SOUTHERNMOST TWO-STORY APARTMENT BUILDING SOUTHWEST OF THE LODGE,
 AA0839'59 FEET SOUTHWEST OF THE CENTERLINE OF THE DRIVE, 26 FEET
 AA0839'SOUTHWEST OF THE NORTH CORNER OF THE BUILDING, AND 5.3 FEET NORTHWEST
 AA0839'OF THE NORTHWEST SIDE OF THE BUILDING.
 AA0839'THE MARK IS 1 FT ABOVE GROUND.
 AA0839
 AA0839                          STATION RECOVERY (2018)
 AA0839
 AA0839'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0839'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0846 ***********************************************************************
 AA0846  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0846  DESIGNATION -  872 3828 F TIDAL
 AA0846  PID         -  AA0846
 AA0846  STATE/COUNTY-  FL/MONROE
 AA0846  COUNTRY     -  US
 AA0846  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0846
 AA0846                         *CURRENT SURVEY CONTROL
 AA0846  ______________________________________________________________________
 AA0846* NAD 83(1986) POSITION- 24 53 52.     (N) 080 39 33.     (W)   SCALED
 AA0846* NAVD 88 ORTHO HEIGHT -     1.216 (meters)        3.99  (feet) ADJUSTED
 AA0846  ______________________________________________________________________
 AA0846  GEOID HEIGHT    -        -23.346 (meters)                     GEOID18
 AA0846  DYNAMIC HEIGHT  -          1.214 (meters)        3.98  (feet) COMP
 AA0846  MODELED GRAVITY -    978,972.0   (mgal)                       NAVD 88
 AA0846
 AA0846  VERT ORDER      -  SECOND    CLASS I
 AA0846
 AA0846.The horizontal coordinates were scaled from a map and have
 AA0846.an estimated accuracy of +/- 6 seconds.
 AA0846
 AA0846.The orthometric height was determined by differential leveling and
 AA0846.adjusted by the NATIONAL GEODETIC SURVEY
 AA0846.in June 1991.
 AA0846
 AA0846.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0846.GEOID18 height accuracy estimate available here.
 AA0846
 AA0846.This Tidal Bench Mark is designated as VM 10941
 AA0846.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0846
 AA0846.Click photographs - Photos may exist for this station.
 AA0846
 AA0846.The dynamic height is computed by dividing the NAVD 88
 AA0846.geopotential number by the normal gravity value computed on the
 AA0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0846.degrees latitude (g = 980.6199 gals.).
 AA0846
 AA0846.The modeled gravity was interpolated from observed gravity values.
 AA0846
 AA0846;                    North         East    Units  Estimated Accuracy
 AA0846;SPC FL E     -    62,560.      234,430.      MT  (+/- 180 meters Scaled)
 AA0846
 AA0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH344536(NAD 83)
 AA0846
 AA0846                          SUPERSEDED SURVEY CONTROL
 AA0846
 AA0846.No superseded survey control is available for this station.
 AA0846
 AA0846_STAMPING: 3828 F 1982
 AA0846_MARK LOGO: NOS
 AA0846
 AA0846  HISTORY     - Date     Condition        Report By
 AA0846  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0846  HISTORY     - 20181006 MARK NOT FOUND   FLDEP
 AA0846
 AA0846                          STATION DESCRIPTION
 AA0846
 AA0846'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0846'3 MI SW FROM ISLAMORADA.
 AA0846'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 3.0 MILES SOUTHWEST ON
 AA0846'U.S. HIGHWAY 1 TO BUD AND MARYS MARINA AND THE VICINITY OF THE MARK.
 AA0846'THE MARK IS SET IN A 12-FOOT BY 12-FOOT CONCRETE MANHOLE BOX AT
 AA0846'THE SOUTH CORNER, 40 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AA0846'15.8 FEET NORTHEAST OF A PRIVATE DRIVE, AND 93 FEET SOUTHWEST OF A
 AA0846'POWER POLE.
 AA0846
 AA0846                          STATION RECOVERY (2018)
 AA0846
 AA0846'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0846'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0847 ***********************************************************************
 AA0847  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0847  DESIGNATION -  872 3828 G TIDAL
 AA0847  PID         -  AA0847
 AA0847  STATE/COUNTY-  FL/MONROE
 AA0847  COUNTRY     -  US
 AA0847  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0847
 AA0847                         *CURRENT SURVEY CONTROL
 AA0847  ______________________________________________________________________
 AA0847* NAD 83(2011) POSITION- 24 53 52.85918(N) 080 39 33.24122(W)   ADJUSTED
 AA0847* NAD 83(2011) ELLIP HT-   -19.843 (meters)        (06/27/12)   ADJUSTED
 AA0847* NAD 83(2011) EPOCH   -  2010.00
 AA0847* NAVD 88 ORTHO HEIGHT -     3.494 (meters)       11.46  (feet) ADJUSTED
 AA0847  ______________________________________________________________________
 AA0847  GEOID HEIGHT    -        -23.346 (meters)                     GEOID18
 AA0847  NAD 83(2011) X  -    939,550.311 (meters)                     COMP
 AA0847  NAD 83(2011) Y  - -5,712,005.122 (meters)                     COMP
 AA0847  NAD 83(2011) Z  -  2,668,823.364 (meters)                     COMP
 AA0847  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 AA0847  DYNAMIC HEIGHT  -          3.488 (meters)       11.44  (feet) COMP
 AA0847  MODELED GRAVITY -    978,972.0   (mgal)                       NAVD 88
 AA0847
 AA0847  VERT ORDER      -  FIRST     CLASS II
 AA0847
 AA0847  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA0847  Standards:
 AA0847         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA0847            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA0847  -------------------------------------------------------------------
 AA0847  NETWORK    1.11   2.35           0.46   0.45   1.20      0.10590910
 AA0847  -------------------------------------------------------------------
 AA0847  Click here for local accuracies and other accuracy information.
 AA0847
 AA0847.The horizontal coordinates were established by GPS observations
 AA0847.and adjusted by the National Geodetic Survey in June 2012.
 AA0847
 AA0847.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA0847.been affixed to the stable North American tectonic plate. See 
 AA0847.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA0847
 AA0847.The horizontal coordinates are valid at the epoch date displayed above
 AA0847.which is a decimal equivalence of Year/Month/Day.
 AA0847
 AA0847.The orthometric height was determined by differential leveling and
 AA0847.adjusted by the NATIONAL GEODETIC SURVEY
 AA0847.in June 1991.
 AA0847
 AA0847.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0847.GEOID18 height accuracy estimate available here.
 AA0847
 AA0847.This Tidal Bench Mark is designated as VM 10942
 AA0847.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0847
 AA0847.Click photographs - Photos may exist for this station.
 AA0847
 AA0847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0847
 AA0847.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA0847
 AA0847.The ellipsoidal height was determined by GPS observations
 AA0847.and is referenced to NAD 83.
 AA0847
 AA0847.The dynamic height is computed by dividing the NAVD 88
 AA0847.geopotential number by the normal gravity value computed on the
 AA0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0847.degrees latitude (g = 980.6199 gals.).
 AA0847
 AA0847.The modeled gravity was interpolated from observed gravity values.
 AA0847
 AA0847. The following values were computed from the NAD 83(2011) position.
 AA0847
 AA0847;                    North         East     Units Scale Factor Converg.
 AA0847;SPC FL E     -    62,587.790   234,426.839   MT  0.99995581   +0 08 36.5
 AA0847;SPC FL E     -   205,340.11    769,115.39   sFT  0.99995581   +0 08 36.5
 AA0847;UTM  17      - 2,753,698.417   534,415.093   MT  0.99961463   +0 08 36.5
 AA0847
 AA0847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0847!SPC FL E     -   1.00000312  x   0.99995581  =   0.99995893
 AA0847!UTM  17      -   1.00000312  x   0.99961463  =   0.99961775
 AA0847
 AA0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH3441553698(NAD 83)
 AA0847
 AA0847                          SUPERSEDED SURVEY CONTROL
 AA0847
 AA0847  NAD 83(2007)-  24 53 52.85926(N)    080 39 33.24185(W) AD(2002.00) 0
 AA0847  ELLIP H (02/10/07)  -19.821  (m)                       GP(2002.00)    
 AA0847  NAD 83(1999)-  24 53 52.85938(N)    080 39 33.24217(W) AD(       ) 1
 AA0847  ELLIP H (06/19/01)  -19.822  (m)                       GP(       ) 4 1
 AA0847  NAD 83(1990)-  24 53 52.85839(N)    080 39 33.24106(W) AD(       ) 1
 AA0847  ELLIP H (12/14/93)  -19.782  (m)                       GP(       ) 4 1
 AA0847  NAVD 88               3.49   (m)           11.5    (f) LEVELING    3  
 AA0847  NGVD 29 (09/01/92)    3.950  (m)           12.96   (f) ADJUSTED    1 2
 AA0847
 AA0847.Superseded values are not recommended for survey control.
 AA0847
 AA0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0847.See file dsdata.pdf to determine how the superseded data were derived.
 AA0847
 AA0847_MARKER: DB = BENCH MARK DISK
 AA0847_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0847_SP_SET: BLOCK STRUCTURE
 AA0847_STAMPING: 3828 G 1982
 AA0847_MARK LOGO: NOS
 AA0847_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA0847_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0847+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2018
 AA0847
 AA0847  HISTORY     - Date     Condition        Report By
 AA0847  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0847  HISTORY     - 19901114 GOOD             FLDNR
 AA0847  HISTORY     - 19930211 GOOD             KEISCH
 AA0847  HISTORY     - 20160728 GOOD             ATKNA
 AA0847  HISTORY     - 20181005 GOOD             FLDEP
 AA0847
 AA0847                          STATION DESCRIPTION
 AA0847
 AA0847'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0847'3 MI SW FROM ISLAMORADA.
 AA0847'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0847'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 3.0 MILES SOUTHWEST ON
 AA0847'U.S. HIGHWAY 1 TO BUD AND MARYS MARINA AND THE VICINITY OF THE MARK.
 AA0847'THE MARK BEARS 24.8 FEET SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY
 AA0847'1, 2.4 FEET SOUTH OF THE NORTHEAST ABUTMENT OF THE BRIDGE OVER TEA
 AA0847'TABLE RELIEF, AND 17.7 FEET SOUTHWEST OF INFORMATION SIGN UPPER
 AA0847'MATECUMBE KEY.
 AA0847
 AA0847                          STATION RECOVERY (1990)
 AA0847
 AA0847'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0847'RECOVERED IN GOOD CONDITION.
 AA0847
 AA0847                          STATION RECOVERY (1993)
 AA0847
 AA0847'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1993
 AA0847'THE STATION IS LOCATED ON TEATABLE KEY, 3 MI (4.8 KM) SOUTHWEST OF THE
 AA0847'POST OFFICE IN ISLAMORADA AT THE NORTHEAST END OF THE BRIDGE OVER THE
 AA0847'TEATABLE KEY CHANNEL IN THE RIGHT-OF-WAY OF U.S. 1.
 AA0847'TO REACH THE STATION FROM THE ISLAMORADA POST OFFICE, GO SOUTHWEST ON
 AA0847'U.S. 1 FOR 3.0 MI (4.8 KM) TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0847'THE TEATABLE KEY CHNANNEL AND THE STATION ON THE LEFT. THE STATION
 AA0847'LIES IN THE NORTHEAST CORNER OF THE BRIDGE ON TOP OF A 4 FOOT BY 11
 AA0847'FOOT CONCRETE BLOCK WHICH COVERS A 30 INCH WATER LINE, 17.9 WEST OF A
 AA0847'TRAFFIC SIGN, AND 31 FT (9.4 M) NORTHWEST OF A WOOD POWER POLE (NO
 AA0847'104).
 AA0847'THE STATION IS A NATIONAL OCEAN SERVICE BENCH MARK DISC, SET ON THE
 AA0847'TOP OF A CONCRETE BLOCK STRUCTURE, STAMPED 3828 G 1982.
 AA0847'REFERENCES--
 AA0847'X-CUT, SET IN THE TOP OF A CONCRETE GUARDRAIL, MAGNETIC AZIMUTH OF 257
 AA0847'DEGREES AT 11.44 FT (3.49 M).
 AA0847'KEITH AND SCHNARS NAIL AND DISC, SET IN THE TOP OF A WOOD GUARDRAIL
 AA0847'POST, MAGNETIC AZIMUTH OF 51 DEGREES AT 6.77 FT (2.06 M).
 AA0847'KEITH AND SCHNARS NAIL AND DISC, SET IN THE NORTHEAST FACE OF A WOOD
 AA0847'POWER POLE (NO 104), MAGNETIC AZIMUTH OF 117 DEGREES AT 38.90 FT
 AA0847'(11.86 M).
 AA0847'SET CARSONITE WITNESS POST, MAGNETIC AZIMUTH OF 217 DEGREES AT 0.9 FT
 AA0847'(0.3 M).
 AA0847
 AA0847                          STATION RECOVERY (2016)
 AA0847
 AA0847'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2016 (EAP)
 AA0847'RECOVERED IN GOOD CONDITION.
 AA0847
 AA0847                          STATION RECOVERY (2018)
 AA0847
 AA0847'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0847'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0845 ***********************************************************************
 AA0845  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0845  DESIGNATION -  872 3828 H TIDAL
 AA0845  PID         -  AA0845
 AA0845  STATE/COUNTY-  FL/MONROE
 AA0845  COUNTRY     -  US
 AA0845  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0845
 AA0845                         *CURRENT SURVEY CONTROL
 AA0845  ______________________________________________________________________
 AA0845* NAD 83(1986) POSITION- 24 54 01.     (N) 080 39 20.     (W)   SCALED
 AA0845* NAVD 88 ORTHO HEIGHT -     1.603 (meters)        5.26  (feet) ADJUSTED
 AA0845  ______________________________________________________________________
 AA0845  GEOID HEIGHT    -        -23.358 (meters)                     GEOID18
 AA0845  DYNAMIC HEIGHT  -          1.600 (meters)        5.25  (feet) COMP
 AA0845  MODELED GRAVITY -    978,971.8   (mgal)                       NAVD 88
 AA0845
 AA0845  VERT ORDER      -  FIRST     CLASS II
 AA0845
 AA0845.The horizontal coordinates were scaled from a map and have
 AA0845.an estimated accuracy of +/- 6 seconds.
 AA0845
 AA0845.The orthometric height was determined by differential leveling and
 AA0845.adjusted by the NATIONAL GEODETIC SURVEY
 AA0845.in June 1991.
 AA0845
 AA0845.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0845.GEOID18 height accuracy estimate available here.
 AA0845
 AA0845.This Tidal Bench Mark is designated as VM 10943
 AA0845.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0845
 AA0845.Click photographs - Photos may exist for this station.
 AA0845
 AA0845.The dynamic height is computed by dividing the NAVD 88
 AA0845.geopotential number by the normal gravity value computed on the
 AA0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0845.degrees latitude (g = 980.6199 gals.).
 AA0845
 AA0845.The modeled gravity was interpolated from observed gravity values.
 AA0845
 AA0845;                    North         East    Units  Estimated Accuracy
 AA0845;SPC FL E     -    62,840.      234,800.      MT  (+/- 180 meters Scaled)
 AA0845
 AA0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH347539(NAD 83)
 AA0845
 AA0845                          SUPERSEDED SURVEY CONTROL
 AA0845
 AA0845  NGVD 29 (09/01/92)    2.058  (m)            6.75   (f) ADJUSTED    1 2
 AA0845
 AA0845.Superseded values are not recommended for survey control.
 AA0845
 AA0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0845.See file dsdata.pdf to determine how the superseded data were derived.
 AA0845
 AA0845_MARKER: DJ = TIDAL STATION DISK
 AA0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0845_STAMPING: 3828 H 1982
 AA0845_MARK LOGO: NOS
 AA0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0845+STABILITY: SURFACE MOTION
 AA0845_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0845+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0845
 AA0845  HISTORY     - Date     Condition        Report By
 AA0845  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0845  HISTORY     - 19901114 GOOD             FLDNR
 AA0845  HISTORY     - 20181005 MARK NOT FOUND   FLDEP
 AA0845
 AA0845                          STATION DESCRIPTION
 AA0845
 AA0845'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0845'2.8 MI SW FROM ISLAMORADA.
 AA0845'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AA0845'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 2.8 MILES SOUTHWEST ON
 AA0845'U.S. HIGHWAY 1 TO THE MARK.  THE MARK BEARS 47.5 FEET NORTHWEST OF
 AA0845'THE INTERSECTION OF U.S. HIGHWAY 1 AND THE NORTH DRIVEWAY TO THE
 AA0845'BREEZY PALMS MOTEL, 30.5 FEET SOUTHEAST OF AN ACCESS ROAD PARALLELING
 AA0845'U.S. 1, 55.0 FEET WEST OF TELEPHONE POLE NUMBER 16742, AND 67.0
 AA0845'FEET NORTH OF TELEPHONE POLE NUMBER 16743.
 AA0845
 AA0845                          STATION RECOVERY (1990)
 AA0845
 AA0845'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0845'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO SOUTHWEST ON
 AA0845'U.S. HIGHWAY 1 FOR 2.7 MI (4.3 KM) TO THE MARK ON THE RIGHT, BETWEEN
 AA0845'U.S. HIGHWAY 1 AND OLD U.S. HIGHWAY 1 IN FRONT OF THE BREEZY PALMS
 AA0845'RESORT ON MATECUMBE KEY.  LOCATED 48 FT (14.6 M) NORTHWEST OF THE
 AA0845'CENTERLINE OF U.S. HIGHWAY 1, 33.2 FT (10.1 M) SOUTHWEST OF A 3 FT
 AA0845'(0.9 M) DIAMETER FOUR TRUNKED TREE, 27.9 FT (8.5 M) SOUTHEAST OF THE
 AA0845'CENTERLINE OF OLD U.S. HIGHWAY 1, 27.0 FT (8.2 M) NORTHEAST OF A 22
 AA0845'INCH DIAMETER TREE AND ABOUT LEVEL WITH THE HIGHWAY.  NOTE--THE MARK
 AA0845'IS STABLE BUT APPEARS TO HAVE BEEN HIT WITH A LAWN MOWER, A SMALL
 AA0845'PORTION OF THE DISK HAS BEEN CUT AWAY.
 AA0845
 AA0845                          STATION RECOVERY (2018)
 AA0845
 AA0845'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0845'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0848 ***********************************************************************
 AA0848  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0848  DESIGNATION -  872 3828 HP TIDAL
 AA0848  PID         -  AA0848
 AA0848  STATE/COUNTY-  FL/MONROE
 AA0848  COUNTRY     -  US
 AA0848  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0848
 AA0848                         *CURRENT SURVEY CONTROL
 AA0848  ______________________________________________________________________
 AA0848* NAD 83(1986) POSITION- 24 53 51.68   (N) 080 39 36.02   (W)   HD_HELD1
 AA0848* NAVD 88 ORTHO HEIGHT -     3.517 (meters)       11.54  (feet) ADJUSTED
 AA0848  ______________________________________________________________________
 AA0848  GEOID HEIGHT    -        -23.344 (meters)                     GEOID18
 AA0848  DYNAMIC HEIGHT  -          3.511 (meters)       11.52  (feet) COMP
 AA0848  MODELED GRAVITY -    978,972.0   (mgal)                       NAVD 88
 AA0848
 AA0848  VERT ORDER      -  FIRST     CLASS II
 AA0848
 AA0848.The horizontal coordinates were determined by differentially corrected
 AA0848.hand held GPS observations or other comparable positioning techniques
 AA0848.and have an estimated accuracy of +/- 3 meters.
 AA0848
 AA0848.The orthometric height was determined by differential leveling and
 AA0848.adjusted by the NATIONAL GEODETIC SURVEY
 AA0848.in April 2020.
 AA0848
 AA0848.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0848.GEOID18 height accuracy estimate available here.
 AA0848
 AA0848.This Tidal Bench Mark is designated as VM 10940
 AA0848.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0848
 AA0848.Click photographs - Photos may exist for this station.
 AA0848
 AA0848.The dynamic height is computed by dividing the NAVD 88
 AA0848.geopotential number by the normal gravity value computed on the
 AA0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0848.degrees latitude (g = 980.6199 gals.).
 AA0848
 AA0848.The modeled gravity was interpolated from observed gravity values.
 AA0848
 AA0848;                    North         East    Units  Estimated Accuracy
 AA0848;SPC FL E     -    62,551.3     234,348.9     MT  (+/- 3 meters HH1 GPS) 
 AA0848
 AA0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH3433753661(NAD 83)
 AA0848
 AA0848                          SUPERSEDED SURVEY CONTROL
 AA0848
 AA0848  NAVD 88 (06/15/91)    3.517  (m)           11.54   (f) SUPERSEDED  1 2
 AA0848  NGVD 29 (09/01/92)    3.972  (m)           13.03   (f) ADJUSTED    1 2
 AA0848
 AA0848.Superseded values are not recommended for survey control.
 AA0848
 AA0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0848.See file dsdata.pdf to determine how the superseded data were derived.
 AA0848
 AA0848_MARKER: DD = SURVEY DISK
 AA0848_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0848_SP_SET: BRIDGE GUARDRAIL
 AA0848_STAMPING: 3828 HP
 AA0848_MARK LOGO: FLDT
 AA0848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0848+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2018
 AA0848
 AA0848  HISTORY     - Date     Condition        Report By
 AA0848  HISTORY     - UNK      MONUMENTED       FLDT
 AA0848  HISTORY     - 1982     GOOD             FLDNR
 AA0848  HISTORY     - 19901114 GOOD             FLDNR
 AA0848  HISTORY     - 20181005 GOOD             FLDEP
 AA0848
 AA0848                          STATION DESCRIPTION
 AA0848
 AA0848'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0848'3 MI SW FROM ISLAMORADA.
 AA0848'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 3.0 MILES SOUTHWEST ON
 AA0848'U.S. HIGHWAY 1 TO BUD AND MARYS MARINA AND THE VICINITY OF THE MARK.
 AA0848'THE MARK BEARS 23.3 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 AA0848'2.1 FEET SOUTHWEST OF THE SOUTHWEST ABUTMENT OF THE BRIDGE OVER TEA
 AA0848'TABLE RELIEF, AND 0.7 FOOT NORTHWEST OF THE NORTHWEST SIDE OF THE
 AA0848'FOUNDATION FOR THE AQUEDUCT.
 AA0848'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0848
 AA0848                          STATION RECOVERY (1990)
 AA0848
 AA0848'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0848'RECOVERED IN GOOD CONDITION.
 AA0848
 AA0848                          STATION RECOVERY (2018)
 AA0848
 AA0848'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0848'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0850 ***********************************************************************
 AA0850  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0850  DESIGNATION -  872 3828 TIDAL 1
 AA0850  PID         -  AA0850
 AA0850  STATE/COUNTY-  FL/MONROE
 AA0850  COUNTRY     -  US
 AA0850  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0850
 AA0850                         *CURRENT SURVEY CONTROL
 AA0850  ______________________________________________________________________
 AA0850* NAD 83(1986) POSITION- 24 53 52.23   (N) 080 39 29.95   (W)   HD_HELD1
 AA0850* NAVD 88 ORTHO HEIGHT -     0.835 (meters)        2.74  (feet) ADJUSTED
 AA0850  ______________________________________________________________________
 AA0850  GEOID HEIGHT    -        -23.348 (meters)                     GEOID18
 AA0850  DYNAMIC HEIGHT  -          0.833 (meters)        2.73  (feet) COMP
 AA0850  MODELED GRAVITY -    978,972.0   (mgal)                       NAVD 88
 AA0850
 AA0850  VERT ORDER      -  FIRST     CLASS II
 AA0850
 AA0850.The horizontal coordinates were determined by differentially corrected
 AA0850.hand held GPS observations or other comparable positioning techniques
 AA0850.and have an estimated accuracy of +/- 3 meters.
 AA0850
 AA0850.The orthometric height was determined by differential leveling and
 AA0850.adjusted by the NATIONAL GEODETIC SURVEY
 AA0850.in April 2020.
 AA0850
 AA0850.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0850.GEOID18 height accuracy estimate available here.
 AA0850
 AA0850.This Tidal Bench Mark is designated as VM 10945
 AA0850.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0850
 AA0850.Click photographs - Photos may exist for this station.
 AA0850
 AA0850.The dynamic height is computed by dividing the NAVD 88
 AA0850.geopotential number by the normal gravity value computed on the
 AA0850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0850.degrees latitude (g = 980.6199 gals.).
 AA0850
 AA0850.The modeled gravity was interpolated from observed gravity values.
 AA0850
 AA0850;                    North         East    Units  Estimated Accuracy
 AA0850;SPC FL E     -    62,568.7     234,519.3     MT  (+/- 3 meters HH1 GPS) 
 AA0850
 AA0850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH3450753679(NAD 83)
 AA0850
 AA0850                          SUPERSEDED SURVEY CONTROL
 AA0850
 AA0850  NAVD 88 (06/15/91)    0.835  (m)            2.74   (f) SUPERSEDED  2 1
 AA0850
 AA0850.Superseded values are not recommended for survey control.
 AA0850
 AA0850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0850.See file dsdata.pdf to determine how the superseded data were derived.
 AA0850
 AA0850_MARKER: DJ = TIDAL STATION DISK
 AA0850_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0850_SP_SET: SEAWALL
 AA0850_STAMPING: NO 1 1975
 AA0850_MARK LOGO: NOS
 AA0850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0850+STABILITY: SURFACE MOTION
 AA0850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0850+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2018
 AA0850
 AA0850  HISTORY     - Date     Condition        Report By
 AA0850  HISTORY     - 1975     MONUMENTED       NOS
 AA0850  HISTORY     - 1982     GOOD             FLDNR
 AA0850  HISTORY     - 20181006 GOOD             FLDEP
 AA0850
 AA0850                          STATION DESCRIPTION
 AA0850
 AA0850'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0850'3 MI SW FROM ISLAMORADA.
 AA0850'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 3.0 MILES SOUTHWEST ON
 AA0850'U.S. HIGHWAY 1 TO BUD AND MARYS MARINA AND THE VICINITY OF THE MARK.
 AA0850'THE MARK IS SET IN THE TOP OF THE SEAWALL IN A 90-DEGREE CORNER
 AA0850'SOUTHEAST OF THE MARINA OFFICE, 38.3 FEET SOUTH OF AN APARTMENT
 AA0850'BUILDING AND 5.3 FEET SOUTH OF THE 90-DEGREE CORNER.
 AA0850
 AA0850                          STATION RECOVERY (2018)
 AA0850
 AA0850'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0850'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0849 ***********************************************************************
 AA0849  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0849  DESIGNATION -  872 3828 TIDAL 2
 AA0849  PID         -  AA0849
 AA0849  STATE/COUNTY-  FL/MONROE
 AA0849  COUNTRY     -  US
 AA0849  USGS QUAD   -  UPPER MATECUMBE KEY (2018)
 AA0849
 AA0849                         *CURRENT SURVEY CONTROL
 AA0849  ______________________________________________________________________
 AA0849* NAD 83(1986) POSITION- 24 53 52.86   (N) 080 39 31.37   (W)   HD_HELD1
 AA0849* NAVD 88 ORTHO HEIGHT -     0.876 (meters)        2.87  (feet) ADJUSTED
 AA0849  ______________________________________________________________________
 AA0849  GEOID HEIGHT    -        -23.348 (meters)                     GEOID18
 AA0849  DYNAMIC HEIGHT  -          0.874 (meters)        2.87  (feet) COMP
 AA0849  MODELED GRAVITY -    978,972.0   (mgal)                       NAVD 88
 AA0849
 AA0849  VERT ORDER      -  FIRST     CLASS II
 AA0849
 AA0849.The horizontal coordinates were determined by differentially corrected
 AA0849.hand held GPS observations or other comparable positioning techniques
 AA0849.and have an estimated accuracy of +/- 3 meters.
 AA0849
 AA0849.The orthometric height was determined by differential leveling and
 AA0849.adjusted by the NATIONAL GEODETIC SURVEY
 AA0849.in April 2020.
 AA0849
 AA0849.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0849.GEOID18 height accuracy estimate available here.
 AA0849
 AA0849.This Tidal Bench Mark is designated as VM 10946
 AA0849.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0849
 AA0849.Click photographs - Photos may exist for this station.
 AA0849
 AA0849.The dynamic height is computed by dividing the NAVD 88
 AA0849.geopotential number by the normal gravity value computed on the
 AA0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0849.degrees latitude (g = 980.6199 gals.).
 AA0849
 AA0849.The modeled gravity was interpolated from observed gravity values.
 AA0849
 AA0849;                    North         East    Units  Estimated Accuracy
 AA0849;SPC FL E     -    62,587.9     234,479.4     MT  (+/- 3 meters HH1 GPS) 
 AA0849
 AA0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH3446753698(NAD 83)
 AA0849
 AA0849                          SUPERSEDED SURVEY CONTROL
 AA0849
 AA0849  NAVD 88 (06/15/91)    0.876  (m)            2.87   (f) SUPERSEDED  2 1
 AA0849
 AA0849.Superseded values are not recommended for survey control.
 AA0849
 AA0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0849.See file dsdata.pdf to determine how the superseded data were derived.
 AA0849
 AA0849_MARKER: DJ = TIDAL STATION DISK
 AA0849_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0849_SP_SET: SEAWALL
 AA0849_STAMPING: NO 2 1975
 AA0849_MARK LOGO: NOS
 AA0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0849+STABILITY: SURFACE MOTION
 AA0849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0849+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2018
 AA0849
 AA0849  HISTORY     - Date     Condition        Report By
 AA0849  HISTORY     - 1975     MONUMENTED       NOS
 AA0849  HISTORY     - 1982     GOOD             FLDNR
 AA0849  HISTORY     - 20181006 GOOD             FLDEP
 AA0849
 AA0849                          STATION DESCRIPTION
 AA0849
 AA0849'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0849'3 MI SW FROM ISLAMORADA.
 AA0849'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 3.0 MILES SOUTHWEST ON
 AA0849'U.S. HIGHWAY 1 TO BUD AND MARYS MARINA AND THE VICINITY OF THE MARK.
 AA0849'THE MARK IS SET FLUSH IN THE TOP OF THE SEAWALL, 23.3 FEET SOUTHWEST
 AA0849'OF THE WEST CORNER OF THE MARINA OFFICE AND TACKLE SHOP, AND
 AA0849'35 FEET SOUTHEAST OF THE NORTH CORNER OF THE MARINA.
 AA0849
 AA0849                          STATION RECOVERY (2018)
 AA0849
 AA0849'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0849'RECOVERED IN GOOD CONDITION.
 AA0849'
 AA0849'NOTE THE MARK IS IN THE SEAWALL OF BUD AND MARYS MARINA, NEXT TO THE
 AA0849'BAIT LIVE WELL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0804 ***********************************************************************
 AA0804  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0804  DESIGNATION -  872 3852 F TIDAL
 AA0804  PID         -  AA0804
 AA0804  STATE/COUNTY-  FL/MONROE
 AA0804  COUNTRY     -  US
 AA0804  USGS QUAD   -  LOWER MATECUMBE KEY (2018)
 AA0804
 AA0804                         *CURRENT SURVEY CONTROL
 AA0804  ______________________________________________________________________
 AA0804* NAD 83(1986) POSITION- 24 51 55.     (N) 080 42 59.     (W)   SCALED
 AA0804* NAVD 88 ORTHO HEIGHT -     0.293 (meters)        0.96  (feet) ADJUSTED
 AA0804  ______________________________________________________________________
 AA0804  GEOID HEIGHT    -        -23.160 (meters)                     GEOID18
 AA0804  DYNAMIC HEIGHT  -          0.293 (meters)        0.96  (feet) COMP
 AA0804  MODELED GRAVITY -    978,974.5   (mgal)                       NAVD 88
 AA0804
 AA0804  VERT ORDER      -  SECOND    CLASS I
 AA0804
 AA0804.The horizontal coordinates were scaled from a map and have
 AA0804.an estimated accuracy of +/- 6 seconds.
 AA0804
 AA0804.The orthometric height was determined by differential leveling and
 AA0804.adjusted by the NATIONAL GEODETIC SURVEY
 AA0804.in June 1991.
 AA0804
 AA0804.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0804.GEOID18 height accuracy estimate available here.
 AA0804
 AA0804.This Tidal Bench Mark is designated as VM 10933
 AA0804.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0804
 AA0804.Click photographs - Photos may exist for this station.
 AA0804
 AA0804.The dynamic height is computed by dividing the NAVD 88
 AA0804.geopotential number by the normal gravity value computed on the
 AA0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0804.degrees latitude (g = 980.6199 gals.).
 AA0804
 AA0804.The modeled gravity was interpolated from observed gravity values.
 AA0804
 AA0804;                    North         East    Units  Estimated Accuracy
 AA0804;SPC FL E     -    58,950.      228,660.      MT  (+/- 180 meters Scaled)
 AA0804
 AA0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH286500(NAD 83)
 AA0804
 AA0804                          SUPERSEDED SURVEY CONTROL
 AA0804
 AA0804.No superseded survey control is available for this station.
 AA0804
 AA0804_MARKER: DJ = TIDAL STATION DISK
 AA0804_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0804_SP_SET: BULKHEAD
 AA0804_STAMPING: 3852 F 1982
 AA0804_MARK LOGO: NOS
 AA0804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0804+STABILITY: SURFACE MOTION
 AA0804
 AA0804  HISTORY     - Date     Condition        Report By
 AA0804  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0804  HISTORY     - 20190220 MARK NOT FOUND   FLDEP
 AA0804
 AA0804                          STATION DESCRIPTION
 AA0804
 AA0804'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0804'7.7 MI SW FROM ISLAMORADA.
 AA0804'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 7.6 MILES SOUTHWEST ON U.S.
 AA0804'HIGHWAY 1 TO THE ENTRANCE TO THE BAYSIDE MOTEL, GO 0.1 MILE NORTHERLY
 AA0804'ON DRIVE TO MOTEL AND THE MARK.  THE MARK BEARS 6.0 FEET SOUTHWEST OF
 AA0804'THE CENTER OF A BOAT RAMP, 53 FEET WEST-SOUTHWEST OF THE NORTHWEST
 AA0804'CORNER OF THE MOTEL, AND 25.35 FEET NORTH-NORTHEAST OF THE EAST
 AA0804'CORNER OF A PAVILION.
 AA0804'THE MARK IS ABOVE LEVEL WITH GROUND.
 AA0804
 AA0804                          STATION RECOVERY (2019)
 AA0804
 AA0804'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (MAH)
 AA0804'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0803 ***********************************************************************
 AA0803  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0803  DESIGNATION -  872 3852 G TIDAL
 AA0803  PID         -  AA0803
 AA0803  STATE/COUNTY-  FL/MONROE
 AA0803  COUNTRY     -  US
 AA0803  USGS QUAD   -  LOWER MATECUMBE KEY (2018)
 AA0803
 AA0803                         *CURRENT SURVEY CONTROL
 AA0803  ______________________________________________________________________
 AA0803* NAD 83(1986) POSITION- 24 51 53.     (N) 080 42 42.     (W)   SCALED
 AA0803* NAVD 88 ORTHO HEIGHT -     0.727 (meters)        2.39  (feet) ADJUSTED
 AA0803  ______________________________________________________________________
 AA0803  GEOID HEIGHT    -        -23.171 (meters)                     GEOID18
 AA0803  DYNAMIC HEIGHT  -          0.726 (meters)        2.38  (feet) COMP
 AA0803  MODELED GRAVITY -    978,974.4   (mgal)                       NAVD 88
 AA0803
 AA0803  VERT ORDER      -  FIRST     CLASS II
 AA0803
 AA0803.The horizontal coordinates were scaled from a map and have
 AA0803.an estimated accuracy of +/- 6 seconds.
 AA0803
 AA0803.The orthometric height was determined by differential leveling and
 AA0803.adjusted by the NATIONAL GEODETIC SURVEY
 AA0803.in June 1991.
 AA0803
 AA0803.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0803.GEOID18 height accuracy estimate available here.
 AA0803
 AA0803.This Tidal Bench Mark is designated as VM 10934
 AA0803.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0803
 AA0803.Click photographs - Photos may exist for this station.
 AA0803
 AA0803.The dynamic height is computed by dividing the NAVD 88
 AA0803.geopotential number by the normal gravity value computed on the
 AA0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0803.degrees latitude (g = 980.6199 gals.).
 AA0803
 AA0803.The modeled gravity was interpolated from observed gravity values.
 AA0803
 AA0803;                    North         East    Units  Estimated Accuracy
 AA0803;SPC FL E     -    58,890.      229,140.      MT  (+/- 180 meters Scaled)
 AA0803
 AA0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH291499(NAD 83)
 AA0803
 AA0803                          SUPERSEDED SURVEY CONTROL
 AA0803
 AA0803  NGVD 29 (09/01/92)    1.187  (m)            3.89   (f) ADJUSTED    1 2
 AA0803
 AA0803.Superseded values are not recommended for survey control.
 AA0803
 AA0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0803.See file dsdata.pdf to determine how the superseded data were derived.
 AA0803
 AA0803_MARKER: DJ = TIDAL STATION DISK
 AA0803_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0803+WITH SETTING: PAVEMENT
 AA0803_SP_SET: SIGN BASE
 AA0803_STAMPING: 3852 G 1982
 AA0803_MARK LOGO: NOS
 AA0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0803+STABILITY: SURFACE MOTION
 AA0803_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0803+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0803
 AA0803  HISTORY     - Date     Condition        Report By
 AA0803  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0803  HISTORY     - 19901114 GOOD             FLDNR
 AA0803  HISTORY     - 20181031 MARK NOT FOUND   FLDEP
 AA0803
 AA0803                          STATION DESCRIPTION
 AA0803
 AA0803'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0803'7.3 MI SW FROM ISLAMORADA.
 AA0803'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 7.3 MILES SOUTHWEST ON U.S.
 AA0803'HIGHWAY 1 TO THE GAMEFISH RESORT MOTEL AND THE MARK.  THE MARK BEARS
 AA0803'105.3 FEET NORTHWEST OF THE CENTERLINE OF U.S. 1, 45.0 FEET SOUTHWEST
 AA0803'OF THE CENTERLINE OF THE DRIVE TO THE MOTEL, 83.5 FEET NORTHEAST OF
 AA0803'CONCRETE POWER POLE (NO. 889), AND 0.4 FOOT SOUTHEAST OF THE
 AA0803'SOUTHEAST STEEL SUPPORT FOR THE SIGN, GAMEFISH RESORT MOTEL.
 AA0803'THE MARK IS 2 FT BELOW HIGHWAY.
 AA0803
 AA0803                          STATION RECOVERY (1990)
 AA0803
 AA0803'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0803'RECOVERED IN GOOD CONDITION.
 AA0803
 AA0803                          STATION RECOVERY (2018)
 AA0803
 AA0803'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0803'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0810 ***********************************************************************
 AA0810  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0810  DESIGNATION -  872 3862 TIDAL 1
 AA0810  PID         -  AA0810
 AA0810  STATE/COUNTY-  FL/MONROE
 AA0810  COUNTRY     -  US
 AA0810  USGS QUAD   -  LOWER MATECUMBE KEY (2018)
 AA0810
 AA0810                         *CURRENT SURVEY CONTROL
 AA0810  ______________________________________________________________________
 AA0810* NAD 83(1986) POSITION- 24 51 03.4    (N) 080 44 20.1    (W)   HD_HELD2
 AA0810* NAVD 88 ORTHO HEIGHT -     0.611 (meters)        2.00  (feet) ADJUSTED
 AA0810  ______________________________________________________________________
 AA0810  GEOID HEIGHT    -        -23.084 (meters)                     GEOID18
 AA0810  DYNAMIC HEIGHT  -          0.610 (meters)        2.00  (feet) COMP
 AA0810  MODELED GRAVITY -    978,975.1   (mgal)                       NAVD 88
 AA0810
 AA0810  VERT ORDER      -  FIRST     CLASS II
 AA0810
 AA0810.The horizontal coordinates were established by autonomous hand held GPS
 AA0810.observations and have an estimated accuracy of +/- 10 meters.
 AA0810
 AA0810.The orthometric height was determined by differential leveling and
 AA0810.adjusted by the NATIONAL GEODETIC SURVEY
 AA0810.in June 1991.
 AA0810
 AA0810.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0810.GEOID18 height accuracy estimate available here.
 AA0810
 AA0810.This Tidal Bench Mark is designated as VM 6242
 AA0810.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0810
 AA0810.Click photographs - Photos may exist for this station.
 AA0810
 AA0810.The dynamic height is computed by dividing the NAVD 88
 AA0810.geopotential number by the normal gravity value computed on the
 AA0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0810.degrees latitude (g = 980.6199 gals.).
 AA0810
 AA0810.The modeled gravity was interpolated from observed gravity values.
 AA0810
 AA0810;                    North         East    Units  Estimated Accuracy
 AA0810;SPC FL E     -    57,356.      226,387.      MT  (+/- 10 meters HH2 GPS)
 AA0810
 AA0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH2637748468(NAD 83)
 AA0810
 AA0810                          SUPERSEDED SURVEY CONTROL
 AA0810
 AA0810  NGVD 29 (09/01/92)    1.067  (m)            3.50   (f) ADJUSTED    1 2
 AA0810
 AA0810.Superseded values are not recommended for survey control.
 AA0810
 AA0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0810.See file dsdata.pdf to determine how the superseded data were derived.
 AA0810
 AA0810_MARKER: DJ = TIDAL STATION DISK
 AA0810_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0810_SP_SET: SEAWALL
 AA0810_STAMPING: NO 1 1975
 AA0810_MARK LOGO: NOS
 AA0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0810+STABILITY: SURFACE MOTION
 AA0810_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0810+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0810
 AA0810  HISTORY     - Date     Condition        Report By
 AA0810  HISTORY     - 1975     MONUMENTED       NOS
 AA0810  HISTORY     - 1982     GOOD             FLDNR
 AA0810  HISTORY     - 19901114 GOOD             FLDNR
 AA0810  HISTORY     - 20181101 MARK NOT FOUND   FLDEP
 AA0810
 AA0810                          STATION DESCRIPTION
 AA0810
 AA0810'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0810'9.1 MI SW FROM ISLAMORADA.
 AA0810'THE MARK IS ABOVE LEVEL WITH GROUND.
 AA0810'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 9.1 MILES SOUTHWEST ON
 AA0810'U.S. HIGHWAY 1 TO THE BOY SCOUTS OF AMERICA SEABASE AT THE SOUTHWEST
 AA0810'END OF LOWER MATECUMBE KEY AND THE MARK.  THE MARK BEARS 21
 AA0810'FEET NORTH OF THE NORTH CORNER OF THE SOUTHWESTERN MOST BUILDING,
 AA0810'AND IS SET FLUSH IN THE TOP OF THE SEAWALL AT THE SHORE END OF THE
 AA0810'MAIN WOODEN PIER.
 AA0810
 AA0810                          STATION RECOVERY (1990)
 AA0810
 AA0810'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0810'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO SOUTHWEST ON
 AA0810'U.S. HIGHWAY 1 FOR 9.1 MI (14.6 KM) TO THE BOY SCOUT OF AMERICA
 AA0810'SEABASE AT THE SOUTHWEST END OF LOWER MATCUMBE KEY, ENTER THE SEABASE
 AA0810'WHICH LIES NORTHWEST OF U.S. HIGHWAY 1 AND GO TO THE BOAT BASIN AND
 AA0810'THE MARK.  LOCATED 21.0 FT (6.4 M) NORTH OF THE NORTH CORNER OF THE
 AA0810'SOUTHWESTERN MOST BUILDING AND IS SET FLUSH IN THE TOP OF THE SEAWALL
 AA0810'AT THE SHORE END OF THE MAIN WOODEN PIER.
 AA0810
 AA0810                          STATION RECOVERY (2018)
 AA0810
 AA0810'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0810'NOT RECOVERED.  A NEW SEAWALL HAS BEEN CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0812 ***********************************************************************
 AA0812  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0812  DESIGNATION -  872 3862 TIDAL 2
 AA0812  PID         -  AA0812
 AA0812  STATE/COUNTY-  FL/MONROE
 AA0812  COUNTRY     -  US
 AA0812  USGS QUAD   -  LOWER MATECUMBE KEY (2018)
 AA0812
 AA0812                         *CURRENT SURVEY CONTROL
 AA0812  ______________________________________________________________________
 AA0812* NAD 83(1986) POSITION- 24 51 07.     (N) 080 44 23.     (W)   SCALED
 AA0812* NAVD 88 ORTHO HEIGHT -     0.616 (meters)        2.02  (feet) ADJUSTED
 AA0812  ______________________________________________________________________
 AA0812  GEOID HEIGHT    -        -23.083 (meters)                     GEOID18
 AA0812  DYNAMIC HEIGHT  -          0.615 (meters)        2.02  (feet) COMP
 AA0812  MODELED GRAVITY -    978,975.1   (mgal)                       NAVD 88
 AA0812
 AA0812  VERT ORDER      -  FIRST     CLASS II
 AA0812
 AA0812.The horizontal coordinates were scaled from a map and have
 AA0812.an estimated accuracy of +/- 6 seconds.
 AA0812
 AA0812.The orthometric height was determined by differential leveling and
 AA0812.adjusted by the NATIONAL GEODETIC SURVEY
 AA0812.in June 1991.
 AA0812
 AA0812.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0812.GEOID18 height accuracy estimate available here.
 AA0812
 AA0812.This Tidal Bench Mark is designated as VM 6243
 AA0812.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0812
 AA0812.Click photographs - Photos may exist for this station.
 AA0812
 AA0812.The dynamic height is computed by dividing the NAVD 88
 AA0812.geopotential number by the normal gravity value computed on the
 AA0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0812.degrees latitude (g = 980.6199 gals.).
 AA0812
 AA0812.The modeled gravity was interpolated from observed gravity values.
 AA0812
 AA0812;                    North         East    Units  Estimated Accuracy
 AA0812;SPC FL E     -    57,470.      226,310.      MT  (+/- 180 meters Scaled)
 AA0812
 AA0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH262485(NAD 83)
 AA0812
 AA0812                          SUPERSEDED SURVEY CONTROL
 AA0812
 AA0812  NGVD 29 (09/01/92)    1.072  (m)            3.52   (f) ADJUSTED    1 2
 AA0812
 AA0812.Superseded values are not recommended for survey control.
 AA0812
 AA0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0812.See file dsdata.pdf to determine how the superseded data were derived.
 AA0812
 AA0812_MARKER: DJ = TIDAL STATION DISK
 AA0812_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0812_SP_SET: SEAWALL
 AA0812_STAMPING: NO 2 1975
 AA0812_MARK LOGO: NOS
 AA0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0812+STABILITY: SURFACE MOTION
 AA0812_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0812+SATELLITE: SATELLITE OBSERVATIONS - November 14, 1990
 AA0812
 AA0812  HISTORY     - Date     Condition        Report By
 AA0812  HISTORY     - 1975     MONUMENTED       NOS
 AA0812  HISTORY     - 1982     GOOD             FLDNR
 AA0812  HISTORY     - 19901114 GOOD             FLDNR
 AA0812  HISTORY     - 20181101 MARK NOT FOUND   FLDEP
 AA0812
 AA0812                          STATION DESCRIPTION
 AA0812
 AA0812'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0812'9.1 MI SW FROM ISLAMORADA.
 AA0812'THE MARK IS ABOVE LEVEL WITH GROUND.
 AA0812'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 9.1 MILES SOUTHWEST ON
 AA0812'U.S. HIGHWAY 1 TO THE BOY SCOUTS OF AMERICA SEABASE AT THE SOUTHWEST
 AA0812'END OF LOWER MATECUMBE KEY AND THE MARK.  THE MARK IS SET
 AA0812'FLUSH IN TOP OF THE SEAWALL FOR THE SEABASE BOAT BASKIN, AND IS
 AA0812'ABOUT MIDWAY BETWEN THE MAIN WOODEN PIER AND WHERE THE SEAWALL JUTS
 AA0812'WEST TOWARD THE HARBOR.
 AA0812
 AA0812                          STATION RECOVERY (1990)
 AA0812
 AA0812'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0812'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO SOUTHWEST ON
 AA0812'U.S. HIGHWAY 1 FOR 9.1 MI (14.6 KM) TO THE BOY SCOUTS OF AMERICA
 AA0812'SEABASE AT THE SOUTHWEST END OF LOWER MATECUMBE KEY, ENTER THE
 AA0812'SEABASE AND GO TO THE BOAT BASIN AND THE MARK, SET FLUSH IN THE TOP
 AA0812'OF THE SEAWALL AT THE SEABASE BOAT BASIN.  LOCATED MIDWAY BETWEEN THE
 AA0812'MAIN PIER AND WHERE THE SEAWALL JUTS WEST TOWARD THE HARBOR.
 AA0812
 AA0812                          STATION RECOVERY (2018)
 AA0812
 AA0812'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0812'NOT RECOVERED.  A NEW SEAWALL HAS BEEN CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0813 ***********************************************************************
 AA0813  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0813  DESIGNATION -  872 3862 TIDAL 3
 AA0813  PID         -  AA0813
 AA0813  STATE/COUNTY-  FL/MONROE
 AA0813  COUNTRY     -  US
 AA0813  USGS QUAD   -  LOWER MATECUMBE KEY (2018)
 AA0813
 AA0813                         *CURRENT SURVEY CONTROL
 AA0813  ______________________________________________________________________
 AA0813* NAD 83(1986) POSITION- 24 51 07.     (N) 080 44 23.     (W)   SCALED
 AA0813* NAVD 88 ORTHO HEIGHT -     0.593 (meters)        1.95  (feet) ADJUSTED
 AA0813  ______________________________________________________________________
 AA0813  GEOID HEIGHT    -        -23.083 (meters)                     GEOID18
 AA0813  DYNAMIC HEIGHT  -          0.592 (meters)        1.94  (feet) COMP
 AA0813  MODELED GRAVITY -    978,975.1   (mgal)                       NAVD 88
 AA0813
 AA0813  VERT ORDER      -  SECOND    CLASS I
 AA0813
 AA0813.The horizontal coordinates were scaled from a map and have
 AA0813.an estimated accuracy of +/- 6 seconds.
 AA0813
 AA0813.The orthometric height was determined by differential leveling and
 AA0813.adjusted by the NATIONAL GEODETIC SURVEY
 AA0813.in June 1991.
 AA0813
 AA0813.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0813.GEOID18 height accuracy estimate available here.
 AA0813
 AA0813.This Tidal Bench Mark is designated as VM 6244
 AA0813.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0813
 AA0813.Click photographs - Photos may exist for this station.
 AA0813
 AA0813.The dynamic height is computed by dividing the NAVD 88
 AA0813.geopotential number by the normal gravity value computed on the
 AA0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0813.degrees latitude (g = 980.6199 gals.).
 AA0813
 AA0813.The modeled gravity was interpolated from observed gravity values.
 AA0813
 AA0813;                    North         East    Units  Estimated Accuracy
 AA0813;SPC FL E     -    57,470.      226,310.      MT  (+/- 180 meters Scaled)
 AA0813
 AA0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH262485(NAD 83)
 AA0813
 AA0813                          SUPERSEDED SURVEY CONTROL
 AA0813
 AA0813.No superseded survey control is available for this station.
 AA0813
 AA0813_MARKER: DJ = TIDAL STATION DISK
 AA0813_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0813_SP_SET: SEAWALL
 AA0813_STAMPING: NO 3 1975
 AA0813_MARK LOGO: NOS
 AA0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0813+STABILITY: SURFACE MOTION
 AA0813
 AA0813  HISTORY     - Date     Condition        Report By
 AA0813  HISTORY     - 1975     MONUMENTED       NOS
 AA0813  HISTORY     - 1982     GOOD             FLDNR
 AA0813  HISTORY     - 20181101 MARK NOT FOUND   FLDEP
 AA0813
 AA0813                          STATION DESCRIPTION
 AA0813
 AA0813'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0813'9.1 MI SW FROM ISLAMORADA.
 AA0813'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 9.1 MILES SOUTHWEST ON
 AA0813'U.S. HIGHWAY 1 TO THE BOY SCOUTS OF AMERICAL SEABASE AT THE SOUTHWEST
 AA0813'END OF LOWER MATECUMBE KEY AND THE MARK.  THE MARK BEARS 148
 AA0813'FEET NORTH OF BENCH MARK NO 2 1975 SET FLUSH WITH THE SEAWALL WHERE
 AA0813'THE SEAWALL FORMS A 90 DEGREE TURN AND JUTS WEST TOWARD THE HARBOR.
 AA0813'THE MARK IS ABOVE LEVEL WITH GROUND.
 AA0813
 AA0813                          STATION RECOVERY (2018)
 AA0813
 AA0813'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0813'NOT RECOVERED.  A NEW SEAWALL HAS BEEN CONSTRUCTED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0811 ***********************************************************************
 AA0811  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0811  DESIGNATION -  872 3862 TIDAL 4
 AA0811  PID         -  AA0811
 AA0811  STATE/COUNTY-  FL/MONROE
 AA0811  COUNTRY     -  US
 AA0811  USGS QUAD   -  LOWER MATECUMBE KEY (2018)
 AA0811
 AA0811                         *CURRENT SURVEY CONTROL
 AA0811  ______________________________________________________________________
 AA0811* NAD 83(1986) POSITION- 24 51 07.     (N) 080 44 23.     (W)   SCALED
 AA0811* NAVD 88 ORTHO HEIGHT -     0.737 (meters)        2.42  (feet) ADJUSTED
 AA0811  ______________________________________________________________________
 AA0811  GEOID HEIGHT    -        -23.083 (meters)                     GEOID18
 AA0811  DYNAMIC HEIGHT  -          0.736 (meters)        2.41  (feet) COMP
 AA0811  MODELED GRAVITY -    978,975.1   (mgal)                       NAVD 88
 AA0811
 AA0811  VERT ORDER      -  SECOND    CLASS I
 AA0811
 AA0811.The horizontal coordinates were scaled from a map and have
 AA0811.an estimated accuracy of +/- 6 seconds.
 AA0811
 AA0811.The orthometric height was determined by differential leveling and
 AA0811.adjusted by the NATIONAL GEODETIC SURVEY
 AA0811.in June 1991.
 AA0811
 AA0811.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0811.GEOID18 height accuracy estimate available here.
 AA0811
 AA0811.This Tidal Bench Mark is designated as VM 6245
 AA0811.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0811
 AA0811.Click photographs - Photos may exist for this station.
 AA0811
 AA0811.The dynamic height is computed by dividing the NAVD 88
 AA0811.geopotential number by the normal gravity value computed on the
 AA0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0811.degrees latitude (g = 980.6199 gals.).
 AA0811
 AA0811.The modeled gravity was interpolated from observed gravity values.
 AA0811
 AA0811;                    North         East    Units  Estimated Accuracy
 AA0811;SPC FL E     -    57,470.      226,310.      MT  (+/- 180 meters Scaled)
 AA0811
 AA0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH262485(NAD 83)
 AA0811
 AA0811                          SUPERSEDED SURVEY CONTROL
 AA0811
 AA0811.No superseded survey control is available for this station.
 AA0811
 AA0811_MARKER: DJ = TIDAL STATION DISK
 AA0811_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0811_SP_SET: FOOTING
 AA0811_STAMPING: NO 4 1975
 AA0811_MARK LOGO: NOS
 AA0811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0811+STABILITY: SURFACE MOTION
 AA0811
 AA0811  HISTORY     - Date     Condition        Report By
 AA0811  HISTORY     - 1975     MONUMENTED       NOS
 AA0811  HISTORY     - 1982     GOOD             FLDNR
 AA0811  HISTORY     - 20181101 MARK NOT FOUND   FLDEP
 AA0811
 AA0811                          STATION DESCRIPTION
 AA0811
 AA0811'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0811'9.1 MI SW FROM ISLAMORADA.
 AA0811'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 9.1 MILES SOUTHWEST ON
 AA0811'U.S. HIGHWAY 1 TO THE BOY SCOUT OF AMERICA SEABASE AT THE SOUTHWEST
 AA0811'END OF LOWER MATECUMBE KEY AND THE MARK.  THE MARK BEARS 9
 AA0811'FEET SOUTHWEST OF THE NORTH CORNER OF THE SEABASE OFFICE BUILDING,
 AA0811'AND IS SET IN TOP OF THE CONCRETE FOOTING ON THE NORTHWEST SIDE OF
 AA0811'THE BUILDING.
 AA0811'THE MARK IS ABOVE LEVEL WITH GROUND.
 AA0811
 AA0811                          STATION RECOVERY (2018)
 AA0811
 AA0811'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0811'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0814 ***********************************************************************
 AA0814  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0814  DESIGNATION -  872 3862 TIDAL 5
 AA0814  PID         -  AA0814
 AA0814  STATE/COUNTY-  FL/MONROE
 AA0814  COUNTRY     -  US
 AA0814  USGS QUAD   -  LOWER MATECUMBE KEY (2018)
 AA0814
 AA0814                         *CURRENT SURVEY CONTROL
 AA0814  ______________________________________________________________________
 AA0814* NAD 83(1986) POSITION- 24 51 07.     (N) 080 44 23.     (W)   SCALED
 AA0814* NAVD 88 ORTHO HEIGHT -     0.663 (meters)        2.18  (feet) ADJUSTED
 AA0814  ______________________________________________________________________
 AA0814  GEOID HEIGHT    -        -23.083 (meters)                     GEOID18
 AA0814  DYNAMIC HEIGHT  -          0.662 (meters)        2.17  (feet) COMP
 AA0814  MODELED GRAVITY -    978,975.1   (mgal)                       NAVD 88
 AA0814
 AA0814  VERT ORDER      -  SECOND    CLASS I
 AA0814
 AA0814.The horizontal coordinates were scaled from a map and have
 AA0814.an estimated accuracy of +/- 6 seconds.
 AA0814
 AA0814.The orthometric height was determined by differential leveling and
 AA0814.adjusted by the NATIONAL GEODETIC SURVEY
 AA0814.in June 1991.
 AA0814
 AA0814.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0814.GEOID18 height accuracy estimate available here.
 AA0814
 AA0814.This Tidal Bench Mark is designated as VM 6246
 AA0814.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0814
 AA0814.Click photographs - Photos may exist for this station.
 AA0814
 AA0814.The dynamic height is computed by dividing the NAVD 88
 AA0814.geopotential number by the normal gravity value computed on the
 AA0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0814.degrees latitude (g = 980.6199 gals.).
 AA0814
 AA0814.The modeled gravity was interpolated from observed gravity values.
 AA0814
 AA0814;                    North         East    Units  Estimated Accuracy
 AA0814;SPC FL E     -    57,470.      226,310.      MT  (+/- 180 meters Scaled)
 AA0814
 AA0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH262485(NAD 83)
 AA0814
 AA0814                          SUPERSEDED SURVEY CONTROL
 AA0814
 AA0814.No superseded survey control is available for this station.
 AA0814
 AA0814_MARKER: DJ = TIDAL STATION DISK
 AA0814_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0814_SP_SET: WALKWAY
 AA0814_STAMPING: NO 5 1975
 AA0814_MARK LOGO: NOS
 AA0814_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0814
 AA0814  HISTORY     - Date     Condition        Report By
 AA0814  HISTORY     - 1975     MONUMENTED       NOS
 AA0814  HISTORY     - 1982     GOOD             FLDNR
 AA0814
 AA0814                          STATION DESCRIPTION
 AA0814
 AA0814'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0814'9.1 MI SW FROM ISLAMORADA.
 AA0814'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 9.1 MILES SOUTHWEST ON
 AA0814'U.S. HIGHWAY 1 TO THE BOY SCOUTS OF AMERICA SEABASE AT THE SOUTHWEST
 AA0814'END OF LOWER MATECUMBE KEY AND THE MARK.  THE MARK IS SET
 AA0814'FLUSH IN THE SOUTHWEST CORNER OF THE CONCRETE WALKWAY FOR THE
 AA0814'FOR THE MULTI-UNIT APARTMENT BUILDING NORTH OF THE SEABASE OFFICE
 AA0814'BUILDING.
 AA0814'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0805 ***********************************************************************
 AA0805  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0805  DESIGNATION -  872 3868 D TIDAL
 AA0805  PID         -  AA0805
 AA0805  STATE/COUNTY-  FL/MONROE
 AA0805  COUNTRY     -  US
 AA0805  USGS QUAD   -  LOWER MATECUMBE KEY (2018)
 AA0805
 AA0805                         *CURRENT SURVEY CONTROL
 AA0805  ______________________________________________________________________
 AA0805* NAD 83(1986) POSITION- 24 50 41.46   (N) 080 44 52.10   (W)   HD_HELD1
 AA0805* NAVD 88 ORTHO HEIGHT -     5.610 (meters)       18.41  (feet) ADJUSTED
 AA0805  ______________________________________________________________________
 AA0805  GEOID HEIGHT    -        -23.054 (meters)                     GEOID18
 AA0805  DYNAMIC HEIGHT  -          5.601 (meters)       18.38  (feet) COMP
 AA0805  MODELED GRAVITY -    978,975.2   (mgal)                       NAVD 88
 AA0805
 AA0805  VERT ORDER      -  SECOND    CLASS I
 AA0805
 AA0805.The horizontal coordinates were determined by differentially corrected
 AA0805.hand held GPS observations or other comparable positioning techniques
 AA0805.and have an estimated accuracy of +/- 3 meters.
 AA0805
 AA0805.The orthometric height was determined by differential leveling and
 AA0805.adjusted by the NATIONAL GEODETIC SURVEY
 AA0805.in June 1991.
 AA0805
 AA0805.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0805.GEOID18 height accuracy estimate available here.
 AA0805
 AA0805.This Tidal Bench Mark is designated as VM 10922
 AA0805.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0805
 AA0805.Click photographs - Photos may exist for this station.
 AA0805
 AA0805.The dynamic height is computed by dividing the NAVD 88
 AA0805.geopotential number by the normal gravity value computed on the
 AA0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0805.degrees latitude (g = 980.6199 gals.).
 AA0805
 AA0805.The modeled gravity was interpolated from observed gravity values.
 AA0805
 AA0805;                    North         East    Units  Estimated Accuracy
 AA0805;SPC FL E     -    56,679.3     225,489.5     MT  (+/- 3 meters HH1 GPS) 
 AA0805
 AA0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH2548047791(NAD 83)
 AA0805
 AA0805                          SUPERSEDED SURVEY CONTROL
 AA0805
 AA0805.No superseded survey control is available for this station.
 AA0805
 AA0805_MARKER: DD = SURVEY DISK
 AA0805_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0805_SP_SET: BRIDGE GUARDRAIL
 AA0805_STAMPING: 3868 D
 AA0805_MARK LOGO: FLDT
 AA0805_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0805_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0805+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2018
 AA0805
 AA0805  HISTORY     - Date     Condition        Report By
 AA0805  HISTORY     - 1982     MONUMENTED       FLDT
 AA0805  HISTORY     - 1982     GOOD             FLDNR
 AA0805  HISTORY     - 1986     GOOD             FLDNR
 AA0805  HISTORY     - 20181101 GOOD             FLDEP
 AA0805
 AA0805                          STATION DESCRIPTION
 AA0805
 AA0805'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0805'9.9 MI SW FROM ISLAMORADA.
 AA0805'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 9.9 MILES SOUTHWEST ON
 AA0805'U.S. HIGHWAY 1 TO THE BRIDGE OVER CHANNEL NO 2 AND THE MARK.  THE
 AA0805'MARK IS SET IN TOP OF THE GUARDRAIL AT THE NORTHEAST END OF THE
 AA0805'BRIDGE, 18.9 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1
 AA0805'FOOT NORTHEAST OF THE ABUTMENT, AND 10.2 FEET WOUTHWEST OF THE
 AA0805'OF THE NORTHEAST END OF THE GUARDRAIL.
 AA0805'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0805
 AA0805                          STATION RECOVERY (1986)
 AA0805
 AA0805'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0805'RECOVERED IN GOOD CONDITION.
 AA0805
 AA0805                          STATION RECOVERY (2018)
 AA0805
 AA0805'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0805'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1731 ***********************************************************************
 AA1731  DESIGNATION -  872 3868 F TIDAL
 AA1731  PID         -  AA1731
 AA1731  STATE/COUNTY-  FL/MONROE
 AA1731  COUNTRY     -  US
 AA1731  USGS QUAD   -  LOWER MATECUMBE KEY (2018)
 AA1731
 AA1731                         *CURRENT SURVEY CONTROL
 AA1731  ______________________________________________________________________
 AA1731* NAD 83(1986) POSITION- 24 50 41.76   (N) 080 44 53.13   (W)   HD_HELD1
 AA1731* NAVD 88 ORTHO HEIGHT -     2.294 (meters)        7.53  (feet) ADJUSTED
 AA1731  ______________________________________________________________________
 AA1731  GEOID HEIGHT    -        -23.054 (meters)                     GEOID18
 AA1731  DYNAMIC HEIGHT  -          2.290 (meters)        7.51  (feet) COMP
 AA1731  MODELED GRAVITY -    978,975.2   (mgal)                       NAVD 88
 AA1731
 AA1731  VERT ORDER      -  FIRST     CLASS II
 AA1731
 AA1731.The horizontal coordinates were determined by differentially corrected
 AA1731.hand held GPS observations or other comparable positioning techniques
 AA1731.and have an estimated accuracy of +/- 3 meters.
 AA1731
 AA1731.The orthometric height was determined by differential leveling and
 AA1731.adjusted by the NATIONAL GEODETIC SURVEY
 AA1731.in May 1994.
 AA1731
 AA1731.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1731.GEOID18 height accuracy estimate available here.
 AA1731
 AA1731.Click photographs - Photos may exist for this station.
 AA1731
 AA1731.The dynamic height is computed by dividing the NAVD 88
 AA1731.geopotential number by the normal gravity value computed on the
 AA1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1731.degrees latitude (g = 980.6199 gals.).
 AA1731
 AA1731.The modeled gravity was interpolated from observed gravity values.
 AA1731
 AA1731;                    North         East    Units  Estimated Accuracy
 AA1731;SPC FL E     -    56,688.5     225,460.5     MT  (+/- 3 meters HH1 GPS) 
 AA1731
 AA1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH2545147801(NAD 83)
 AA1731
 AA1731                          SUPERSEDED SURVEY CONTROL
 AA1731
 AA1731  NGVD 29 (09/01/92)    2.751  (m)            9.03   (f) ADJUSTED    1 2
 AA1731
 AA1731.Superseded values are not recommended for survey control.
 AA1731
 AA1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1731.See file dsdata.pdf to determine how the superseded data were derived.
 AA1731
 AA1731_MARKER: DB = BENCH MARK DISK
 AA1731_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1731_SP_SET: BRIDGE WING WALL
 AA1731_STAMPING: 3868 F 1987
 AA1731_MARK LOGO: NOS
 AA1731_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1731+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2018
 AA1731
 AA1731  HISTORY     - Date     Condition        Report By
 AA1731  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1731  HISTORY     - 20140218 GOOD             INDIV
 AA1731  HISTORY     - 20181101 GOOD             FLDEP
 AA1731
 AA1731                          STATION DESCRIPTION
 AA1731
 AA1731'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1731'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO SOUTHWEST ON
 AA1731'U.S. HIGHWAY 1 FOR 9.9 MI (15.9 KM) TO THE NORTHEAST END OF THE OLD
 AA1731'BRIDGE OVER CHANNEL NUMBER 2 AND THE MARK, SET IN THE NORTH WING WALL
 AA1731'OF THE BRIDGE.  LOCATED 36.5 FT (11.1 M) SOUTHEAST OF THE NORTHWEST
 AA1731'END OF THE WINGWALL AND 43.5 FT (13.3 M) NORTH OF BENCH MARK K 69
 AA1731'RESET 1936.
 AA1731
 AA1731                          STATION RECOVERY (2014)
 AA1731
 AA1731'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JKG)
 AA1731'RECOVERED IN GOOD CONDITION.
 AA1731
 AA1731                          STATION RECOVERY (2018)
 AA1731
 AA1731'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA1731'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1725 ***********************************************************************
 AA1725  DESIGNATION -  872 3868 G TIDAL
 AA1725  PID         -  AA1725
 AA1725  STATE/COUNTY-  FL/MONROE
 AA1725  COUNTRY     -  US
 AA1725  USGS QUAD   -  LOWER MATECUMBE KEY (2018)
 AA1725
 AA1725                         *CURRENT SURVEY CONTROL
 AA1725  ______________________________________________________________________
 AA1725* NAD 83(1986) POSITION- 24 50 51.18   (N) 080 44 35.78   (W)   HD_HELD1
 AA1725* NAVD 88 ORTHO HEIGHT -     2.209 (meters)        7.25  (feet) ADJUSTED
 AA1725  ______________________________________________________________________
 AA1725  GEOID HEIGHT    -        -23.068 (meters)                     GEOID18
 AA1725  DYNAMIC HEIGHT  -          2.205 (meters)        7.23  (feet) COMP
 AA1725  MODELED GRAVITY -    978,975.2   (mgal)                       NAVD 88
 AA1725
 AA1725  VERT ORDER      -  FIRST     CLASS II
 AA1725
 AA1725.The horizontal coordinates were determined by differentially corrected
 AA1725.hand held GPS observations or other comparable positioning techniques
 AA1725.and have an estimated accuracy of +/- 3 meters.
 AA1725
 AA1725.The orthometric height was determined by differential leveling and
 AA1725.adjusted by the NATIONAL GEODETIC SURVEY
 AA1725.in April 2020.
 AA1725
 AA1725.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1725.GEOID18 height accuracy estimate available here.
 AA1725
 AA1725.Click photographs - Photos may exist for this station.
 AA1725
 AA1725.The dynamic height is computed by dividing the NAVD 88
 AA1725.geopotential number by the normal gravity value computed on the
 AA1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1725.degrees latitude (g = 980.6199 gals.).
 AA1725
 AA1725.The modeled gravity was interpolated from observed gravity values.
 AA1725
 AA1725;                    North         East    Units  Estimated Accuracy
 AA1725;SPC FL E     -    56,979.2     225,947.1     MT  (+/- 3 meters HH1 GPS) 
 AA1725
 AA1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH2593848091(NAD 83)
 AA1725
 AA1725                          SUPERSEDED SURVEY CONTROL
 AA1725
 AA1725  NAVD 88 (05/20/94)    2.209  (m)            7.25   (f) SUPERSEDED  1 2
 AA1725  NGVD 29 (09/01/92)    2.666  (m)            8.75   (f) ADJUSTED    1 2
 AA1725
 AA1725.Superseded values are not recommended for survey control.
 AA1725
 AA1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1725.See file dsdata.pdf to determine how the superseded data were derived.
 AA1725
 AA1725_MARKER: DB = BENCH MARK DISK
 AA1725_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1725_SP_SET: MANHOLE
 AA1725_STAMPING: 3868 G 1987
 AA1725_MARK LOGO: NOS
 AA1725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1725+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2018
 AA1725
 AA1725  HISTORY     - Date     Condition        Report By
 AA1725  HISTORY     - 1987     MONUMENTED       NOS
 AA1725  HISTORY     - 19901114 GOOD             FLDNR
 AA1725  HISTORY     - 20180503 GOOD             ATKNA
 AA1725
 AA1725                          STATION DESCRIPTION
 AA1725
 AA1725'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1725'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO SOUTHWEST ON
 AA1725'U.S. HIGHWAY 1 FOR 9.65 MI (15.53 KM) TO THE MARK, WHICH IS SET IN
 AA1725'THE EASTERN MOST CORNER OF A 10 FT (3.0 M) BY 18 FT (5.5 M) CONCRETE
 AA1725'BASE FOR A MAN HOLE COVER.  LOCATED 0.35 MI (0.56 KM) NORTHEAST OF
 AA1725'THE EAST END OF THE BRIDGE OVER CHANNEL NO. 2, 41.8 FT (12.7 M)
 AA1725'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1 AND 1 FT (0.3 M) BELOW
 AA1725'THE LEVEL OF THE HIGHWAY.
 AA1725
 AA1725                          STATION RECOVERY (2018)
 AA1725
 AA1725'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2018 (DWD)
 AA1725'THIS STATION WAS RECOVERED AND USED FOR A FLORIDA DEPARTMENT OF
 AA1725'TRANSPORTATION CONTRACTED TOPOGRAPHIC SURVEY FOR STATE ROAD 5 AND THE
 AA1725'ADJOINING SEA OATS BEACH AREA.  100060390 01.01L.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0806 ***********************************************************************
 AA0806  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0806  DESIGNATION -  872 3868 TIDAL 2
 AA0806  PID         -  AA0806
 AA0806  STATE/COUNTY-  FL/MONROE
 AA0806  COUNTRY     -  US
 AA0806  USGS QUAD   -  LOWER MATECUMBE KEY (2018)
 AA0806
 AA0806                         *CURRENT SURVEY CONTROL
 AA0806  ______________________________________________________________________
 AA0806* NAD 83(1986) POSITION- 24 50 41.25   (N) 080 44 52.92   (W)   HD_HELD1
 AA0806* NAVD 88 ORTHO HEIGHT -     5.281 (meters)       17.33  (feet) ADJUSTED
 AA0806  ______________________________________________________________________
 AA0806  GEOID HEIGHT    -        -23.054 (meters)                     GEOID18
 AA0806  DYNAMIC HEIGHT  -          5.272 (meters)       17.30  (feet) COMP
 AA0806  MODELED GRAVITY -    978,975.2   (mgal)                       NAVD 88
 AA0806
 AA0806  VERT ORDER      -  FIRST     CLASS II
 AA0806
 AA0806.The horizontal coordinates were determined by differentially corrected
 AA0806.hand held GPS observations or other comparable positioning techniques
 AA0806.and have an estimated accuracy of +/- 3 meters.
 AA0806
 AA0806.The orthometric height was determined by differential leveling and
 AA0806.adjusted by the NATIONAL GEODETIC SURVEY
 AA0806.in April 2020.
 AA0806
 AA0806.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0806.GEOID18 height accuracy estimate available here.
 AA0806
 AA0806.This Tidal Bench Mark is designated as VM 10921
 AA0806.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0806
 AA0806.Click photographs - Photos may exist for this station.
 AA0806
 AA0806.The dynamic height is computed by dividing the NAVD 88
 AA0806.geopotential number by the normal gravity value computed on the
 AA0806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0806.degrees latitude (g = 980.6199 gals.).
 AA0806
 AA0806.The modeled gravity was interpolated from observed gravity values.
 AA0806
 AA0806;                    North         East    Units  Estimated Accuracy
 AA0806;SPC FL E     -    56,672.8     225,466.5     MT  (+/- 3 meters HH1 GPS) 
 AA0806
 AA0806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH2545747785(NAD 83)
 AA0806
 AA0806                          SUPERSEDED SURVEY CONTROL
 AA0806
 AA0806  NAVD 88 (05/20/94)    5.281  (m)           17.33   (f) SUPERSEDED  1 2
 AA0806  NAVD 88 (06/15/91)    5.290  (m)           17.36   (f) SUPERSEDED  1 2
 AA0806  NGVD 29 (09/01/92)    5.739  (m)           18.83   (f) ADJUSTED    1 2
 AA0806
 AA0806.Superseded values are not recommended for survey control.
 AA0806
 AA0806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0806.See file dsdata.pdf to determine how the superseded data were derived.
 AA0806
 AA0806_MARKER: DJ = TIDAL STATION DISK
 AA0806_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0806_SP_SET: BRIDGE PARAPET
 AA0806_STAMPING: NO 2 1975
 AA0806_MARK LOGO: NOS
 AA0806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0806_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0806+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2018
 AA0806
 AA0806  HISTORY     - Date     Condition        Report By
 AA0806  HISTORY     - 1975     MONUMENTED       NOS
 AA0806  HISTORY     - 1982     GOOD             FLDNR
 AA0806  HISTORY     - 19901114 GOOD             FLDNR
 AA0806  HISTORY     - 20140218 GOOD             INDIV
 AA0806  HISTORY     - 20181101 GOOD             FLDEP
 AA0806
 AA0806                          STATION DESCRIPTION
 AA0806
 AA0806'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0806'9.9 MI SW FROM ISLAMORADA.
 AA0806'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 9.9 MILES SOUTHWEST ON
 AA0806'U.S. HIGHWAY 1 TO THE BRIDGE OVER CHANNEL NO 2 AND THE MARK.  THE
 AA0806'MARK IS SET IN THE TOP OF THE CONCRETE ABUTMENT OF THE OLD HIGHWAY
 AA0806'BRIDGE, AT THE EAST END, 11.2 FEET SOUTH OF THE CENTERLINE OF
 AA0806'THE OLD BRIDGE, AND 11.0 FEET FROM THE END OF THE BRIDGE.
 AA0806
 AA0806                          STATION RECOVERY (1990)
 AA0806
 AA0806'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0806'RECOVERED IN GOOD CONDITION.
 AA0806
 AA0806                          STATION RECOVERY (2014)
 AA0806
 AA0806'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JKG)
 AA0806'RECOVERED IN GOOD CONDITION.
 AA0806
 AA0806                          STATION RECOVERY (2018)
 AA0806
 AA0806'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0806'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0808 ***********************************************************************
 AA0808  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0808  DESIGNATION -  872 3868 TIDAL 3
 AA0808  PID         -  AA0808
 AA0808  STATE/COUNTY-  FL/MONROE
 AA0808  COUNTRY     -  US
 AA0808  USGS QUAD   -  LONG KEY (2018)
 AA0808
 AA0808                         *CURRENT SURVEY CONTROL
 AA0808  ______________________________________________________________________
 AA0808* NAD 83(1986) POSITION- 24 50 31.99   (N) 080 45 08.83   (W)   HD_HELD1
 AA0808* NAVD 88 ORTHO HEIGHT -     5.294 (meters)       17.37  (feet) ADJUSTED
 AA0808  ______________________________________________________________________
 AA0808  GEOID HEIGHT    -        -23.040 (meters)                     GEOID18
 AA0808  DYNAMIC HEIGHT  -          5.285 (meters)       17.34  (feet) COMP
 AA0808  MODELED GRAVITY -    978,975.2   (mgal)                       NAVD 88
 AA0808
 AA0808  VERT ORDER      -  FIRST     CLASS II
 AA0808
 AA0808.The horizontal coordinates were determined by differentially corrected
 AA0808.hand held GPS observations or other comparable positioning techniques
 AA0808.and have an estimated accuracy of +/- 3 meters.
 AA0808
 AA0808.The orthometric height was determined by differential leveling and
 AA0808.adjusted by the NATIONAL GEODETIC SURVEY
 AA0808.in April 2020.
 AA0808
 AA0808.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0808.GEOID18 height accuracy estimate available here.
 AA0808
 AA0808.This Tidal Bench Mark is designated as VM 10917
 AA0808.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0808
 AA0808.This Tidal Bench Mark is designated as VM 16623
 AA0808.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0808
 AA0808.Click photographs - Photos may exist for this station.
 AA0808
 AA0808.The dynamic height is computed by dividing the NAVD 88
 AA0808.geopotential number by the normal gravity value computed on the
 AA0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0808.degrees latitude (g = 980.6199 gals.).
 AA0808
 AA0808.The modeled gravity was interpolated from observed gravity values.
 AA0808
 AA0808;                    North         East    Units  Estimated Accuracy
 AA0808;SPC FL E     -    56,387.1     225,020.3     MT  (+/- 3 meters HH1 GPS) 
 AA0808
 AA0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH2501147499(NAD 83)
 AA0808
 AA0808                          SUPERSEDED SURVEY CONTROL
 AA0808
 AA0808  NAVD 88 (06/15/91)    5.294  (m)           17.37   (f) SUPERSEDED  2 1
 AA0808
 AA0808.Superseded values are not recommended for survey control.
 AA0808
 AA0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0808.See file dsdata.pdf to determine how the superseded data were derived.
 AA0808
 AA0808_MARKER: DJ = TIDAL STATION DISK
 AA0808_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0808_SP_SET: BRIDGE CURB
 AA0808_STAMPING: NO 3 1975
 AA0808_MARK LOGO: NOS
 AA0808_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0808+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2018
 AA0808
 AA0808  HISTORY     - Date     Condition        Report By
 AA0808  HISTORY     - 1975     MONUMENTED       NOS
 AA0808  HISTORY     - 1982     GOOD             FLDNR
 AA0808  HISTORY     - 20140218 GOOD             INDIV
 AA0808  HISTORY     - 20181101 POOR             FLDEP
 AA0808
 AA0808                          STATION DESCRIPTION
 AA0808
 AA0808'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0808'10.2 MI SW FROM ISLAMORADA.
 AA0808'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 10.25 MILES SOUTHWEST ON
 AA0808'U.S. HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE OVER CHANNEL NO 2
 AA0808'AND THE MARK.  THE MARK IS SET IN THE NORTHWEST CURB OF THE OLD
 AA0808'HIGHWAY BRIDGE NOW USED AS A FISHING PIER, 11.5 FEET NORTHWEST OF
 AA0808'THE CENTERLINE OF THE OLD BRIDGE, AND 11 FEET NORTHEAST OF THE SOUTH
 AA0808'WEST END OF THE BRIDGE.
 AA0808'THE MARK IS 1 FT ABOVE OLD HIGHWAY.
 AA0808
 AA0808                          STATION RECOVERY (2014)
 AA0808
 AA0808'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JKG)
 AA0808'RECOVERED IN GOOD CONDITION.
 AA0808
 AA0808                          STATION RECOVERY (2018)
 AA0808
 AA0808'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0808'RECOVERED IN POOR CONDITION.
 AA0808'
 AA0808'NOTE-THE CONCRETE FOUNDATION OF THE BRIDGE CURB WHERE THE MARK IS SET
 AA0808'HAS BEEN CRACKED AND WAS NOT LEVELED TO AT THIS TIME.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0809 ***********************************************************************
 AA0809  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0809  DESIGNATION -  872 3869 D TIDAL
 AA0809  PID         -  AA0809
 AA0809  STATE/COUNTY-  FL/MONROE
 AA0809  COUNTRY     -  US
 AA0809  USGS QUAD   -  LONG KEY (2018)
 AA0809
 AA0809                         *CURRENT SURVEY CONTROL
 AA0809  ______________________________________________________________________
 AA0809* NAD 83(1986) POSITION- 24 50 31.01   (N) 080 45 09.01   (W)   HD_HELD1
 AA0809* NAVD 88 ORTHO HEIGHT -     5.668 (meters)       18.60  (feet) ADJUSTED
 AA0809  ______________________________________________________________________
 AA0809  GEOID HEIGHT    -        -23.040 (meters)                     GEOID18
 AA0809  DYNAMIC HEIGHT  -          5.659 (meters)       18.57  (feet) COMP
 AA0809  MODELED GRAVITY -    978,975.2   (mgal)                       NAVD 88
 AA0809
 AA0809  VERT ORDER      -  FIRST     CLASS II
 AA0809
 AA0809.The horizontal coordinates were determined by differentially corrected
 AA0809.hand held GPS observations or other comparable positioning techniques
 AA0809.and have an estimated accuracy of +/- 3 meters.
 AA0809
 AA0809.The orthometric height was determined by differential leveling and
 AA0809.adjusted by the NATIONAL GEODETIC SURVEY
 AA0809.in April 2020.
 AA0809
 AA0809.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0809.GEOID18 height accuracy estimate available here.
 AA0809
 AA0809.This Tidal Bench Mark is designated as VM 10918
 AA0809.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0809
 AA0809.Click photographs - Photos may exist for this station.
 AA0809
 AA0809.The dynamic height is computed by dividing the NAVD 88
 AA0809.geopotential number by the normal gravity value computed on the
 AA0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0809.degrees latitude (g = 980.6199 gals.).
 AA0809
 AA0809.The modeled gravity was interpolated from observed gravity values.
 AA0809
 AA0809;                    North         East    Units  Estimated Accuracy
 AA0809;SPC FL E     -    56,356.9     225,015.3     MT  (+/- 3 meters HH1 GPS) 
 AA0809
 AA0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH2500647469(NAD 83)
 AA0809
 AA0809                          SUPERSEDED SURVEY CONTROL
 AA0809
 AA0809  NAVD 88 (06/15/91)    5.668  (m)           18.60   (f) SUPERSEDED  2 1
 AA0809
 AA0809.Superseded values are not recommended for survey control.
 AA0809
 AA0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0809.See file dsdata.pdf to determine how the superseded data were derived.
 AA0809
 AA0809_MARKER: DD = SURVEY DISK
 AA0809_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0809_SP_SET: BRIDGE GUARDRAIL
 AA0809_STAMPING: 3869 D
 AA0809_MARK LOGO: FLDT
 AA0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0809_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0809+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2018
 AA0809
 AA0809  HISTORY     - Date     Condition        Report By
 AA0809  HISTORY     - UNK      MONUMENTED       FLDT
 AA0809  HISTORY     - 1982     GOOD             FLDNR
 AA0809  HISTORY     - 1986     GOOD             FLDNR
 AA0809  HISTORY     - 20181101 GOOD             FLDEP
 AA0809
 AA0809                          STATION DESCRIPTION
 AA0809
 AA0809'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0809'10.2 MI SW FROM ISLAMORADA.
 AA0809'BEGIN AT THE POST OFFICE IN ISLAMORADA GO 10.25 MILES SOUTHWEST ON
 AA0809'U.S. HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE OVER CHANNEL NO
 AA0809'2 AND THE MARK.  THE MARK IS SET IN TOP OF THE CONCRETE GUARDRAIL,
 AA0809'19.2 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10.4 FEET
 AA0809'NORTHEAST OF THE SOUTHWEST END OF THE RAIL, AND 0.8 FOOT SOUTHWEST
 AA0809'OF THE SOUTHWEST ABUTMENT.
 AA0809
 AA0809                          STATION RECOVERY (1986)
 AA0809
 AA0809'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0809'RECOVERED IN GOOD CONDITION.
 AA0809
 AA0809                          STATION RECOVERY (2018)
 AA0809
 AA0809'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0809'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1730 ***********************************************************************
 AA1730  DESIGNATION -  872 3869 F TIDAL
 AA1730  PID         -  AA1730
 AA1730  STATE/COUNTY-  FL/MONROE
 AA1730  COUNTRY     -  US
 AA1730  USGS QUAD   -  LONG KEY (2018)
 AA1730
 AA1730                         *CURRENT SURVEY CONTROL
 AA1730  ______________________________________________________________________
 AA1730* NAD 83(1986) POSITION- 24 50 31.24   (N) 080 45 09.28   (W)   HD_HELD1
 AA1730* NAVD 88 ORTHO HEIGHT -     4.802 (meters)       15.75  (feet) ADJUSTED
 AA1730  ______________________________________________________________________
 AA1730  GEOID HEIGHT    -        -23.040 (meters)                     GEOID18
 AA1730  DYNAMIC HEIGHT  -          4.794 (meters)       15.73  (feet) COMP
 AA1730  MODELED GRAVITY -    978,975.2   (mgal)                       NAVD 88
 AA1730
 AA1730  VERT ORDER      -  FIRST     CLASS II
 AA1730
 AA1730.The horizontal coordinates were determined by differentially corrected
 AA1730.hand held GPS observations or other comparable positioning techniques
 AA1730.and have an estimated accuracy of +/- 3 meters.
 AA1730
 AA1730.The orthometric height was determined by differential leveling and
 AA1730.adjusted by the NATIONAL GEODETIC SURVEY
 AA1730.in May 1994.
 AA1730
 AA1730.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1730.GEOID18 height accuracy estimate available here.
 AA1730
 AA1730.Click photographs - Photos may exist for this station.
 AA1730
 AA1730.The dynamic height is computed by dividing the NAVD 88
 AA1730.geopotential number by the normal gravity value computed on the
 AA1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1730.degrees latitude (g = 980.6199 gals.).
 AA1730
 AA1730.The modeled gravity was interpolated from observed gravity values.
 AA1730
 AA1730;                    North         East    Units  Estimated Accuracy
 AA1730;SPC FL E     -    56,364.0     225,007.7     MT  (+/- 3 meters HH1 GPS) 
 AA1730
 AA1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH2499947476(NAD 83)
 AA1730
 AA1730                          SUPERSEDED SURVEY CONTROL
 AA1730
 AA1730  NGVD 29 (09/01/92)    5.260  (m)           17.26   (f) ADJUSTED    1 2
 AA1730
 AA1730.Superseded values are not recommended for survey control.
 AA1730
 AA1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1730.See file dsdata.pdf to determine how the superseded data were derived.
 AA1730
 AA1730_MARKER: DB = BENCH MARK DISK
 AA1730_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1730_SP_SET: WATERPIPE WING WALL
 AA1730_STAMPING: 3869 F 1987
 AA1730_MARK LOGO: NOS
 AA1730_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1730+STABILITY: SURFACE MOTION
 AA1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1730+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2018
 AA1730
 AA1730  HISTORY     - Date     Condition        Report By
 AA1730  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1730  HISTORY     - 20181102 GOOD             FLDEP
 AA1730
 AA1730                          STATION DESCRIPTION
 AA1730
 AA1730'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1730'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO SOUTHWEST ON
 AA1730'U.S. HIHGWAY 1 FOR 10.25 MI (16.50 KM) TO THE SOUTHWEST END OF THE
 AA1730'BRIDGE OVER CHANNEL NUMBER 2 AND THE MARK, SET IN THE NORTHWEST
 AA1730'WINGWALL OF THE BRIDGE.  LOCATED 19.5 FT (5.9 M) NORTH OF THE
 AA1730'CENTERLINE OF U.S. HIGHWAY 1, 10.5 FT (3.2 M) NORTHEAST OF THE END
 AA1730'OF THE BRIDGE AND 81.6 FT (24.9 M) SOUTHEAST OF BENCH MARK NO 3 1975.
 AA1730
 AA1730                          STATION RECOVERY (2018)
 AA1730
 AA1730'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA1730'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0807 ***********************************************************************
 AA0807  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0807  DESIGNATION -  872 3869 TIDAL 2
 AA0807  PID         -  AA0807
 AA0807  STATE/COUNTY-  FL/MONROE
 AA0807  COUNTRY     -  US
 AA0807  USGS QUAD   -  LONG KEY (2018)
 AA0807
 AA0807                         *CURRENT SURVEY CONTROL
 AA0807  ______________________________________________________________________
 AA0807* NAD 83(1986) POSITION- 24 50 31.82   (N) 080 45 08.65   (W)   HD_HELD1
 AA0807* NAVD 88 ORTHO HEIGHT -     4.553 (meters)       14.94  (feet) ADJUSTED
 AA0807  ______________________________________________________________________
 AA0807  GEOID HEIGHT    -        -23.040 (meters)                     GEOID18
 AA0807  DYNAMIC HEIGHT  -          4.545 (meters)       14.91  (feet) COMP
 AA0807  MODELED GRAVITY -    978,975.2   (mgal)                       NAVD 88
 AA0807
 AA0807  VERT ORDER      -  FIRST     CLASS II
 AA0807
 AA0807.The horizontal coordinates were determined by differentially corrected
 AA0807.hand held GPS observations or other comparable positioning techniques
 AA0807.and have an estimated accuracy of +/- 3 meters.
 AA0807
 AA0807.The orthometric height was determined by differential leveling and
 AA0807.adjusted by the NATIONAL GEODETIC SURVEY
 AA0807.in April 2020.
 AA0807
 AA0807.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0807.GEOID18 height accuracy estimate available here.
 AA0807
 AA0807.This Tidal Bench Mark is designated as VM 10916
 AA0807.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0807
 AA0807.Click photographs - Photos may exist for this station.
 AA0807
 AA0807.The dynamic height is computed by dividing the NAVD 88
 AA0807.geopotential number by the normal gravity value computed on the
 AA0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0807.degrees latitude (g = 980.6199 gals.).
 AA0807
 AA0807.The modeled gravity was interpolated from observed gravity values.
 AA0807
 AA0807;                    North         East    Units  Estimated Accuracy
 AA0807;SPC FL E     -    56,381.9     225,025.4     MT  (+/- 3 meters HH1 GPS) 
 AA0807
 AA0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH2501647494(NAD 83)
 AA0807
 AA0807                          SUPERSEDED SURVEY CONTROL
 AA0807
 AA0807  NAVD 88 (06/15/91)    4.553  (m)           14.94   (f) SUPERSEDED  2 1
 AA0807
 AA0807.Superseded values are not recommended for survey control.
 AA0807
 AA0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0807.See file dsdata.pdf to determine how the superseded data were derived.
 AA0807
 AA0807_MARKER: DJ = TIDAL STATION DISK
 AA0807_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0807_SP_SET: BRIDGE WING WALL
 AA0807_STAMPING: NO 2 1975
 AA0807_MARK LOGO: NOS
 AA0807_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0807+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2018
 AA0807
 AA0807  HISTORY     - Date     Condition        Report By
 AA0807  HISTORY     - 1975     MONUMENTED       NOS
 AA0807  HISTORY     - 1982     GOOD             FLDNR
 AA0807  HISTORY     - 20181101 GOOD             FLDEP
 AA0807
 AA0807                          STATION DESCRIPTION
 AA0807
 AA0807'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0807'10.2 MI SW FROM ISLAMORADA.
 AA0807'BEGIN AT THE POST OFFICE IN ISLAMORADA, GO 10.25 MILES SOUTHWEST
 AA0807'ON U.S. HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE OVER CHANNEL
 AA0807'NO 2 AND THE MARK.  THE MARK BEARS 12.3 FEET SOUTHEAST OF THE
 AA0807'CENTERLINE OF THE OLD HIGHWAY BRIDGE NOW USED AS  FISHING PIER,
 AA0807'AND 16.7 FEET EAST OF THE SOUTHWEST END OF THE OLD BRIDGE.
 AA0807'THE MARK IS 3 FT BELOW HIGHWAY.
 AA0807
 AA0807                          STATION RECOVERY (2018)
 AA0807
 AA0807'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0807'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0828 ***********************************************************************
 AA0828  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0828  DESIGNATION -  872 3872 D TIDAL
 AA0828  PID         -  AA0828
 AA0828  STATE/COUNTY-  FL/MONROE
 AA0828  COUNTRY     -  US
 AA0828  USGS QUAD   -  LONG KEY (2018)
 AA0828
 AA0828                         *CURRENT SURVEY CONTROL
 AA0828  ______________________________________________________________________
 AA0828* NAD 83(1986) POSITION- 24 50 22.79   (N) 080 46 47.86   (W)   HD_HELD1
 AA0828* NAVD 88 ORTHO HEIGHT -     5.059 (meters)       16.60  (feet) ADJUSTED
 AA0828  ______________________________________________________________________
 AA0828  GEOID HEIGHT    -        -22.982 (meters)                     GEOID18
 AA0828  DYNAMIC HEIGHT  -          5.050 (meters)       16.57  (feet) COMP
 AA0828  MODELED GRAVITY -    978,975.0   (mgal)                       NAVD 88
 AA0828
 AA0828  VERT ORDER      -  FIRST     CLASS II
 AA0828
 AA0828.The horizontal coordinates were determined by differentially corrected
 AA0828.hand held GPS observations or other comparable positioning techniques
 AA0828.and have an estimated accuracy of +/- 3 meters.
 AA0828
 AA0828.The orthometric height was determined by differential leveling and
 AA0828.adjusted by the NATIONAL GEODETIC SURVEY
 AA0828.in April 2020.
 AA0828
 AA0828.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0828.GEOID18 height accuracy estimate available here.
 AA0828
 AA0828.This Tidal Bench Mark is designated as VM 10909
 AA0828.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0828
 AA0828.Click photographs - Photos may exist for this station.
 AA0828
 AA0828.The dynamic height is computed by dividing the NAVD 88
 AA0828.geopotential number by the normal gravity value computed on the
 AA0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0828.degrees latitude (g = 980.6199 gals.).
 AA0828
 AA0828.The modeled gravity was interpolated from observed gravity values.
 AA0828
 AA0828;                    North         East    Units  Estimated Accuracy
 AA0828;SPC FL E     -    56,099.2     222,240.4     MT  (+/- 3 meters HH1 GPS) 
 AA0828
 AA0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH2223247212(NAD 83)
 AA0828
 AA0828                          SUPERSEDED SURVEY CONTROL
 AA0828
 AA0828  NAVD 88 (06/15/91)    5.059  (m)           16.60   (f) SUPERSEDED  2 1
 AA0828
 AA0828.Superseded values are not recommended for survey control.
 AA0828
 AA0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0828.See file dsdata.pdf to determine how the superseded data were derived.
 AA0828
 AA0828_MARKER: DB = BENCH MARK DISK
 AA0828_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0828_SP_SET: BRIDGE CURB
 AA0828_STAMPING: 3872 D 1982
 AA0828_MARK LOGO: NOS
 AA0828_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0828+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2021
 AA0828
 AA0828  HISTORY     - Date     Condition        Report By
 AA0828  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0828  HISTORY     - 20160222 GOOD             INDIV
 AA0828  HISTORY     - 20181212 GOOD             FLDEP
 AA0828  HISTORY     - 20210521 GOOD             USPSQD
 AA0828
 AA0828                          STATION DESCRIPTION
 AA0828
 AA0828'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0828'2.4 MI NE FROM LAYTON.
 AA0828'BEGIN AT THE POST OFFICE IN LAYTON, GO 2.4 MILES NORTHEAST ON U.S.
 AA0828'HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER CHANNEL NO. 5 AND
 AA0828'THE MARK. THE MARK IS SET IN THE NORTH CURBING OF THE OLD HIGHWAY
 AA0828'BRIDGE, NOW USED AS A FISHING PIER, 10.6 FEET NORTH OF THE CENTERLINE
 AA0828'OF THE OLD BRIDGE, 4.7 FEET EAST OF THE WEST END OF THE BRIDGE
 AA0828'GUARDRAIL, AND 15.3 FEET WEST OF THE BRIDGE ABUTMENT.
 AA0828'THE MARK IS 0.5 FT ABOVE OLD HIGHWAY.
 AA0828
 AA0828                          STATION RECOVERY (2016)
 AA0828
 AA0828'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JKG)
 AA0828'RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ON THE NORTH CURB AT
 AA0828'THE WESTERN END OF THE OLD BRIDGE OVER CHANNEL FIVE, WHICH IS NOW A
 AA0828'FISHING PIER.  THE CURRENT U.S. ROUTE 1 BRIDGE IS DIRECTLY SOUTH OF
 AA0828'THE OLD BRIDGE.
 AA0828
 AA0828                          STATION RECOVERY (2018)
 AA0828
 AA0828'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0828'RECOVERED AS DESCRIBED.
 AA0828
 AA0828                          STATION RECOVERY (2021)
 AA0828
 AA0828'RECOVERY NOTE BY US POWER SQUADRON 2021 (MUT)
 AA0828'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0831 ***********************************************************************
 AA0831  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0831  DESIGNATION -  872 3872 E TIDAL
 AA0831  PID         -  AA0831
 AA0831  STATE/COUNTY-  FL/MONROE
 AA0831  COUNTRY     -  US
 AA0831  USGS QUAD   -  LONG KEY (2018)
 AA0831
 AA0831                         *CURRENT SURVEY CONTROL
 AA0831  ______________________________________________________________________
 AA0831* NAD 83(1986) POSITION- 24 50 25.     (N) 080 46 47.     (W)   SCALED
 AA0831* NAVD 88 ORTHO HEIGHT -     1.819 (meters)        5.97  (feet) ADJUSTED
 AA0831  ______________________________________________________________________
 AA0831  GEOID HEIGHT    -        -22.983 (meters)                     GEOID18
 AA0831  DYNAMIC HEIGHT  -          1.816 (meters)        5.96  (feet) COMP
 AA0831  MODELED GRAVITY -    978,975.0   (mgal)                       NAVD 88
 AA0831
 AA0831  VERT ORDER      -  SECOND    CLASS I
 AA0831
 AA0831.The horizontal coordinates were scaled from a map and have
 AA0831.an estimated accuracy of +/- 6 seconds.
 AA0831
 AA0831.The orthometric height was determined by differential leveling and
 AA0831.adjusted by the NATIONAL GEODETIC SURVEY
 AA0831.in June 1991.
 AA0831
 AA0831.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0831.GEOID18 height accuracy estimate available here.
 AA0831
 AA0831.This Tidal Bench Mark is designated as VM 10910
 AA0831.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0831
 AA0831.Click photographs - Photos may exist for this station.
 AA0831
 AA0831.The dynamic height is computed by dividing the NAVD 88
 AA0831.geopotential number by the normal gravity value computed on the
 AA0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0831.degrees latitude (g = 980.6199 gals.).
 AA0831
 AA0831.The modeled gravity was interpolated from observed gravity values.
 AA0831
 AA0831;                    North         East    Units  Estimated Accuracy
 AA0831;SPC FL E     -    56,170.      222,260.      MT  (+/- 180 meters Scaled)
 AA0831
 AA0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH222472(NAD 83)
 AA0831
 AA0831                          SUPERSEDED SURVEY CONTROL
 AA0831
 AA0831.No superseded survey control is available for this station.
 AA0831
 AA0831_MARKER: DJ = TIDAL STATION DISK
 AA0831_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0831_SP_SET: BRIDGE PIER
 AA0831_STAMPING: 3872 E 1982
 AA0831_MARK LOGO: NOS
 AA0831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0831
 AA0831  HISTORY     - Date     Condition        Report By
 AA0831  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0831  HISTORY     - 20181212 MARK NOT FOUND   FLDEP
 AA0831
 AA0831                          STATION DESCRIPTION
 AA0831
 AA0831'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0831'2.4 MI NE FROM LAYTON.
 AA0831'BEGIN AT THE POST OFFICE IN LAYTON , GO 2.4 MILES NORTHEAST ON U.S.
 AA0831'HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER CHANNEL NO. 5 AND
 AA0831'THE MARK. THE MARK IS SET IN THE BASE OF THE FIRST PIER EAST OF THE
 AA0831'WEST END OF THE HIGHWAY BRIDGE, 52.0 FEET SOUTH OF THE EXTENDED
 AA0831'CENTERLINE OF THE OLD BRIDGE, NOW USED AS A FISHING PIER, 62.6 FEET
 AA0831'WEST OF THE SOUTH WINGWALL OF THE OLD BRIDGE, AND 1.8 FEET EAST OF
 AA0831'THE EAST FACE OF THE PIER.
 AA0831'THE MARK IS 15 FT BELOW HIGHWAY.
 AA0831
 AA0831                          STATION RECOVERY (2018)
 AA0831
 AA0831'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0831'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1717 ***********************************************************************
 AA1717  DESIGNATION -  872 3872 E TIDAL
 AA1717  PID         -  AA1717
 AA1717  STATE/COUNTY-  FL/MONROE
 AA1717  COUNTRY     -  US
 AA1717  USGS QUAD   -  LONG KEY (2018)
 AA1717
 AA1717                         *CURRENT SURVEY CONTROL
 AA1717  ______________________________________________________________________
 AA1717* NAD 83(1986) POSITION- 24 50 14.     (N) 080 47 57.     (W)   SCALED
 AA1717* NAVD 88 ORTHO HEIGHT -     0.318 (meters)        1.04  (feet) ADJUSTED
 AA1717  ______________________________________________________________________
 AA1717  GEOID HEIGHT    -        -22.945 (meters)                     GEOID18
 AA1717  DYNAMIC HEIGHT  -          0.317 (meters)        1.04  (feet) COMP
 AA1717  MODELED GRAVITY -    978,974.7   (mgal)                       NAVD 88
 AA1717
 AA1717  VERT ORDER      -  FIRST     CLASS II
 AA1717
 AA1717.The horizontal coordinates were scaled from a map and have
 AA1717.an estimated accuracy of +/- 6 seconds.
 AA1717
 AA1717.The orthometric height was determined by differential leveling and
 AA1717.adjusted by the NATIONAL GEODETIC SURVEY
 AA1717.in May 1994.
 AA1717
 AA1717.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1717.GEOID18 height accuracy estimate available here.
 AA1717
 AA1717.Click photographs - Photos may exist for this station.
 AA1717
 AA1717.The dynamic height is computed by dividing the NAVD 88
 AA1717.geopotential number by the normal gravity value computed on the
 AA1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1717.degrees latitude (g = 980.6199 gals.).
 AA1717
 AA1717.The modeled gravity was interpolated from observed gravity values.
 AA1717
 AA1717;                    North         East    Units  Estimated Accuracy
 AA1717;SPC FL E     -    55,830.      220,300.      MT  (+/- 180 meters Scaled)
 AA1717
 AA1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH202469(NAD 83)
 AA1717
 AA1717                          SUPERSEDED SURVEY CONTROL
 AA1717
 AA1717  NGVD 29 (09/01/92)    0.775  (m)            2.54   (f) ADJUSTED    1 2
 AA1717
 AA1717.Superseded values are not recommended for survey control.
 AA1717
 AA1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1717.See file dsdata.pdf to determine how the superseded data were derived.
 AA1717
 AA1717_MARKER: DJ = TIDAL STATION DISK
 AA1717_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1717_SP_SET: RETAINING WALL
 AA1717_STAMPING: 3872 E 1982
 AA1717_MARK LOGO: NOS
 AA1717_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1717+STABILITY: SURFACE MOTION
 AA1717_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1717+SATELLITE: SATELLITE OBSERVATIONS - October 23, 1990
 AA1717
 AA1717  HISTORY     - Date     Condition        Report By
 AA1717  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1717  HISTORY     - 1986     GOOD             FLDNR
 AA1717  HISTORY     - 19901023 GOOD             FLDNR
 AA1717
 AA1717                          STATION DESCRIPTION
 AA1717
 AA1717'DESCRIBED BY FL DEPT OF NAT RES 1986 (JM)
 AA1717'RECOVERED IN GOOD CONDITION.
 AA1717
 AA1717                          STATION RECOVERY (1990)
 AA1717
 AA1717'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA1717'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO NORTHEAST ON
 AA1717'U.S. HIGHWAY 1 FOR 1.3 MI (2.1 KM) TO THE BIRD MARINA SOUTH AND THE
 AA1717'MARK AT THE SMALL BOAT BASIN NORTHWEST AND BEHIND MARINA OFFICE.
 AA1717'LOCATED 30.5 FT (9.3 M) NORTHWEST OF THE NORTH CORNER OF THE OFFICE
 AA1717'BUILDING, 8.5 FT (2.6 M) SOUTHWEST OF THE CENTER OF THE BOAT RAMP AND
 AA1717'IS SET IN THE NORTHEAST END OF THE DOCK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0829 ***********************************************************************
 AA0829  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0829  DESIGNATION -  872 3872 F TIDAL
 AA0829  PID         -  AA0829
 AA0829  STATE/COUNTY-  FL/MONROE
 AA0829  COUNTRY     -  US
 AA0829  USGS QUAD   -  LONG KEY (2018)
 AA0829
 AA0829                         *CURRENT SURVEY CONTROL
 AA0829  ______________________________________________________________________
 AA0829* NAD 83(1986) POSITION- 24 50 22.45   (N) 080 46 50.04   (W)   HD_HELD1
 AA0829* NAVD 88 ORTHO HEIGHT -     6.628 (meters)       21.75  (feet) ADJUSTED
 AA0829  ______________________________________________________________________
 AA0829  GEOID HEIGHT    -        -22.981 (meters)                     GEOID18
 AA0829  DYNAMIC HEIGHT  -          6.617 (meters)       21.71  (feet) COMP
 AA0829  MODELED GRAVITY -    978,975.0   (mgal)                       NAVD 88
 AA0829
 AA0829  VERT ORDER      -  FIRST     CLASS II
 AA0829
 AA0829.The horizontal coordinates were determined by differentially corrected
 AA0829.hand held GPS observations or other comparable positioning techniques
 AA0829.and have an estimated accuracy of +/- 3 meters.
 AA0829
 AA0829.The orthometric height was determined by differential leveling and
 AA0829.adjusted by the NATIONAL GEODETIC SURVEY
 AA0829.in June 1991.
 AA0829
 AA0829.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0829.GEOID18 height accuracy estimate available here.
 AA0829
 AA0829.This Tidal Bench Mark is designated as VM 10911
 AA0829.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0829
 AA0829.Click photographs - Photos may exist for this station.
 AA0829
 AA0829.The dynamic height is computed by dividing the NAVD 88
 AA0829.geopotential number by the normal gravity value computed on the
 AA0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0829.degrees latitude (g = 980.6199 gals.).
 AA0829
 AA0829.The modeled gravity was interpolated from observed gravity values.
 AA0829
 AA0829;                    North         East    Units  Estimated Accuracy
 AA0829;SPC FL E     -    56,088.7     222,179.2     MT  (+/- 3 meters HH1 GPS) 
 AA0829
 AA0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH2217147201(NAD 83)
 AA0829
 AA0829                          SUPERSEDED SURVEY CONTROL
 AA0829
 AA0829  NGVD 29 (09/01/92)    7.084  (m)           23.24   (f) ADJUSTED    1 2
 AA0829
 AA0829.Superseded values are not recommended for survey control.
 AA0829
 AA0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0829.See file dsdata.pdf to determine how the superseded data were derived.
 AA0829
 AA0829_MARKER: DD = SURVEY DISK
 AA0829_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0829_SP_SET: BRIDGE GUARDRAIL
 AA0829_STAMPING: 3872 F
 AA0829_MARK LOGO: FLDT
 AA0829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0829+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2021
 AA0829
 AA0829  HISTORY     - Date     Condition        Report By
 AA0829  HISTORY     - 1982     MONUMENTED       FLDT
 AA0829  HISTORY     - 1982     GOOD             FLDNR
 AA0829  HISTORY     - 19901114 GOOD             FLDNR
 AA0829  HISTORY     - 20181103 GOOD             FLDEP
 AA0829  HISTORY     - 20210521 GOOD             USPSQD
 AA0829
 AA0829                          STATION DESCRIPTION
 AA0829
 AA0829'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0829'2.4 MI NE FROM LAYTON.
 AA0829'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0829'BEGIN AT THE POST OFFICE IN LAYTON, GO 2.4 MILES NORTHEAST ON U.S.
 AA0829'HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER CHANNEL NO 5 AND THE
 AA0829'MARK.  THE MARK BEARS 19.7 FEET SOUTH OF THE CENTERLINE OF U.S. 1,
 AA0829'1.3 FEET EAST OF THE WEST END OF THE CONCRETE GUARDRAIL, 6.35 FEET
 AA0829'WEST OF THE WEST BRIDGE ABUTMENT, AND IS SET IN THE TOP OF THE
 AA0829'GUARDRAIL.
 AA0829
 AA0829                          STATION RECOVERY (1990)
 AA0829
 AA0829'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0829'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO NORTHEAST ON
 AA0829'U.S. HIGHWAY 1 FOR 2.4 MI (3.9 KM) TO THE WEST END OF THE BRIDGE
 AA0829'OVER CHANNEL NO. 5 AND THE MARK, SET IN THE TOP OF THE GUARDRAIL.
 AA0829'LOCATED 19.7 FT (6.0 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 1,
 AA0829'1.3 FT (0.4 M) EAST OF THE WEST END OF THE CONCRETE GUARDRAIL, 6.35
 AA0829'FT (1.94 M) WEST OF THE BRIDGE ABUTMENT AND 3 FT (0.9 M) ABOVE THE
 AA0829'LEVEL OF THE HIGHWAY.
 AA0829
 AA0829                          STATION RECOVERY (2018)
 AA0829
 AA0829'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0829'RECOVERED AS DESCRIBED.
 AA0829
 AA0829                          STATION RECOVERY (2021)
 AA0829
 AA0829'RECOVERY NOTE BY US POWER SQUADRON 2021 (MJT)
 AA0829'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1727 ***********************************************************************
 AA1727  DESIGNATION -  872 3872 G TIDAL
 AA1727  PID         -  AA1727
 AA1727  STATE/COUNTY-  FL/MONROE
 AA1727  COUNTRY     -  US
 AA1727  USGS QUAD   -  LONG KEY (2018)
 AA1727
 AA1727                         *CURRENT SURVEY CONTROL
 AA1727  ______________________________________________________________________
 AA1727* NAD 83(1986) POSITION- 24 50 22.53   (N) 080 46 47.79   (W)   HD_HELD1
 AA1727* NAVD 88 ORTHO HEIGHT -     4.423 (meters)       14.51  (feet) ADJUSTED
 AA1727  ______________________________________________________________________
 AA1727  GEOID HEIGHT    -        -22.982 (meters)                     GEOID18
 AA1727  DYNAMIC HEIGHT  -          4.415 (meters)       14.48  (feet) COMP
 AA1727  MODELED GRAVITY -    978,975.0   (mgal)                       NAVD 88
 AA1727
 AA1727  VERT ORDER      -  FIRST     CLASS II
 AA1727
 AA1727.The horizontal coordinates were determined by differentially corrected
 AA1727.hand held GPS observations or other comparable positioning techniques
 AA1727.and have an estimated accuracy of +/- 3 meters.
 AA1727
 AA1727.The orthometric height was determined by differential leveling and
 AA1727.adjusted by the NATIONAL GEODETIC SURVEY
 AA1727.in April 2020.
 AA1727
 AA1727.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1727.GEOID18 height accuracy estimate available here.
 AA1727
 AA1727.Click photographs - Photos may exist for this station.
 AA1727
 AA1727.The dynamic height is computed by dividing the NAVD 88
 AA1727.geopotential number by the normal gravity value computed on the
 AA1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1727.degrees latitude (g = 980.6199 gals.).
 AA1727
 AA1727.The modeled gravity was interpolated from observed gravity values.
 AA1727
 AA1727;                    North         East    Units  Estimated Accuracy
 AA1727;SPC FL E     -    56,091.2     222,242.4     MT  (+/- 3 meters HH1 GPS) 
 AA1727
 AA1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH2223447204(NAD 83)
 AA1727
 AA1727                          SUPERSEDED SURVEY CONTROL
 AA1727
 AA1727  NAVD 88 (05/20/94)    4.422  (m)           14.51   (f) SUPERSEDED  1 2
 AA1727  NGVD 29 (09/01/92)    4.878  (m)           16.00   (f) ADJUSTED    1 2
 AA1727
 AA1727.Superseded values are not recommended for survey control.
 AA1727
 AA1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1727.See file dsdata.pdf to determine how the superseded data were derived.
 AA1727
 AA1727_MARKER: DB = BENCH MARK DISK
 AA1727_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1727_SP_SET: BRIDGE WING WALL
 AA1727_STAMPING: 3872 G 1987
 AA1727_MARK LOGO: NOS
 AA1727_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1727_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1727+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2021
 AA1727
 AA1727  HISTORY     - Date     Condition        Report By
 AA1727  HISTORY     - 1987     MONUMENTED       NOS
 AA1727  HISTORY     - 19901114 GOOD             FLDNR
 AA1727  HISTORY     - 20160222 GOOD             INDIV
 AA1727  HISTORY     - 20181103 GOOD             FLDEP
 AA1727  HISTORY     - 20210521 GOOD             USPSQD
 AA1727
 AA1727                          STATION DESCRIPTION
 AA1727
 AA1727'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1727'TO REACH THE MARK FROM THE POST OFFICE IN ISLAMORADA, GO SOUTHWEST ON
 AA1727'U.S. HIGHWAY 1 FOR 12.0 MI (19.3 KM) TO THE WEST END OF THE BRIDGE
 AA1727'ACROSS CHANNEL NUMBER 5 AND THE MARK, IN THE SOUTHWEST WINGWALL OF
 AA1727'THE OLD BRIDGE.  LOCATED 12.5 FT (3.8 M) SOUTH OF THE CENTERLINE OF
 AA1727'OLD U.S. HIGHWAY 1, 16.5 FT (5.0 M) EAST OF THE SOUTHWEST CORNER OF
 AA1727'THE BRIDGE AND 1.5 FT (0.5 M) BELOW THE LEVEL OF THE HIGHWAY.
 AA1727
 AA1727                          STATION RECOVERY (2016)
 AA1727
 AA1727'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JKG)
 AA1727'IT IS LOCATED ON THE SOUTHWEST WING WALL AT THE WESTERN END OF THE OLD
 AA1727'BRIDGE OVER CHANNEL FIVE, WHICH IS NOW A FISHING PIER.  THE CURRENT
 AA1727'U.S. ROUTE 1 BRIDGE IS DIRECTLY SOUTH OF THE OLD BRIDGE.
 AA1727
 AA1727                          STATION RECOVERY (2018)
 AA1727
 AA1727'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA1727'RECOVERED AS DESCRIBED.
 AA1727
 AA1727                          STATION RECOVERY (2021)
 AA1727
 AA1727'RECOVERY NOTE BY US POWER SQUADRON 2021 (MUT)
 AA1727'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0830 ***********************************************************************
 AA0830  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0830  DESIGNATION -  872 3872 TIDAL 1
 AA0830  PID         -  AA0830
 AA0830  STATE/COUNTY-  FL/MONROE
 AA0830  COUNTRY     -  US
 AA0830  USGS QUAD   -  LONG KEY (2018)
 AA0830
 AA0830                         *CURRENT SURVEY CONTROL
 AA0830  ______________________________________________________________________
 AA0830* NAD 83(1986) POSITION- 24 50 25.     (N) 080 46 47.     (W)   SCALED
 AA0830* NAVD 88 ORTHO HEIGHT -     1.235 (meters)        4.05  (feet) ADJUSTED
 AA0830  ______________________________________________________________________
 AA0830  GEOID HEIGHT    -        -22.983 (meters)                     GEOID18
 AA0830  DYNAMIC HEIGHT  -          1.233 (meters)        4.05  (feet) COMP
 AA0830  MODELED GRAVITY -    978,975.0   (mgal)                       NAVD 88
 AA0830
 AA0830  VERT ORDER      -  SECOND    CLASS I
 AA0830
 AA0830.The horizontal coordinates were scaled from a map and have
 AA0830.an estimated accuracy of +/- 6 seconds.
 AA0830
 AA0830.The orthometric height was determined by differential leveling and
 AA0830.adjusted by the NATIONAL GEODETIC SURVEY
 AA0830.in June 1991.
 AA0830
 AA0830.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0830.GEOID18 height accuracy estimate available here.
 AA0830
 AA0830.This Tidal Bench Mark is designated as VM 10908
 AA0830.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0830
 AA0830.Click photographs - Photos may exist for this station.
 AA0830
 AA0830.The dynamic height is computed by dividing the NAVD 88
 AA0830.geopotential number by the normal gravity value computed on the
 AA0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0830.degrees latitude (g = 980.6199 gals.).
 AA0830
 AA0830.The modeled gravity was interpolated from observed gravity values.
 AA0830
 AA0830;                    North         East    Units  Estimated Accuracy
 AA0830;SPC FL E     -    56,170.      222,260.      MT  (+/- 180 meters Scaled)
 AA0830
 AA0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH222472(NAD 83)
 AA0830
 AA0830                          SUPERSEDED SURVEY CONTROL
 AA0830
 AA0830.No superseded survey control is available for this station.
 AA0830
 AA0830_MARKER: DJ = TIDAL STATION DISK
 AA0830_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0830_SP_SET: BRIDGE WINGWALL
 AA0830_STAMPING: NO 1 1975
 AA0830_MARK LOGO: NOS
 AA0830_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0830
 AA0830  HISTORY     - Date     Condition        Report By
 AA0830  HISTORY     - 1975     MONUMENTED       NOS
 AA0830  HISTORY     - 1982     GOOD             FLDNR
 AA0830  HISTORY     - 20181212 MARK NOT FOUND   FLDEP
 AA0830
 AA0830                          STATION DESCRIPTION
 AA0830
 AA0830'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0830'2.4 MI NE FROM LAYTON.
 AA0830'BEGIN AT THE POST OFFICE IN LAYTON, GO 2.4 MILES NORTHEAST ON U.S.
 AA0830'HIGHWAY 1  TO THE WEST END OF THE BRIDGE OVER CHANNEL NO. 5 AND
 AA0830'THE MARK. THE MARK IS SET IN THE SOUTH CONCRETE WINGWALL OF THE
 AA0830'OLD  HIGHWAY BRIDGE NOW USED AS A FISHING PIER, AND IS UNDERNEATH
 AA0830'THE NEW BRIDGE. IT BEARS 29 FEET SOUTH FROM THE NORTH END OF THE
 AA0830'WINGWALL AND 17 FEET NORTH OF A BEND IN THE WINGWALL.
 AA0830'THE MARK IS 15 FT BELOW HIGHWAY.
 AA0830
 AA0830                          STATION RECOVERY (2018)
 AA0830
 AA0830'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0830'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0826 ***********************************************************************
 AA0826  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0826  DESIGNATION -  872 3873 E TIDAL
 AA0826  PID         -  AA0826
 AA0826  STATE/COUNTY-  FL/MONROE
 AA0826  COUNTRY     -  US
 AA0826  USGS QUAD   -  LONG KEY (2018)
 AA0826
 AA0826                         *CURRENT SURVEY CONTROL
 AA0826  ______________________________________________________________________
 AA0826* NAD 83(1986) POSITION- 24 50 19.     (N) 080 47 53.     (W)   SCALED
 AA0826* NAVD 88 ORTHO HEIGHT -     0.389 (meters)        1.28  (feet) ADJUSTED
 AA0826  ______________________________________________________________________
 AA0826  GEOID HEIGHT    -        -22.949 (meters)                     GEOID18
 AA0826  DYNAMIC HEIGHT  -          0.389 (meters)        1.28  (feet) COMP
 AA0826  MODELED GRAVITY -    978,974.7   (mgal)                       NAVD 88
 AA0826
 AA0826  VERT ORDER      -  SECOND    CLASS I
 AA0826
 AA0826.The horizontal coordinates were scaled from a map and have
 AA0826.an estimated accuracy of +/- 6 seconds.
 AA0826
 AA0826.The orthometric height was determined by differential leveling and
 AA0826.adjusted by the NATIONAL GEODETIC SURVEY
 AA0826.in June 1991.
 AA0826
 AA0826.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0826.GEOID18 height accuracy estimate available here.
 AA0826
 AA0826.This Tidal Bench Mark is designated as VM 10906
 AA0826.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0826
 AA0826.Click photographs - Photos may exist for this station.
 AA0826
 AA0826.The dynamic height is computed by dividing the NAVD 88
 AA0826.geopotential number by the normal gravity value computed on the
 AA0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0826.degrees latitude (g = 980.6199 gals.).
 AA0826
 AA0826.The modeled gravity was interpolated from observed gravity values.
 AA0826
 AA0826;                    North         East    Units  Estimated Accuracy
 AA0826;SPC FL E     -    55,980.      220,410.      MT  (+/- 180 meters Scaled)
 AA0826
 AA0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH204470(NAD 83)
 AA0826
 AA0826                          SUPERSEDED SURVEY CONTROL
 AA0826
 AA0826.No superseded survey control is available for this station.
 AA0826
 AA0826_MARKER: DJ = TIDAL STATION DISK
 AA0826_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0826_SP_SET: DOCK
 AA0826_STAMPING: 3873 E 1982
 AA0826_MARK LOGO: NOS
 AA0826_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0826
 AA0826  HISTORY     - Date     Condition        Report By
 AA0826  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0826  HISTORY     - 20181213 MARK NOT FOUND   FLDEP
 AA0826
 AA0826                          STATION DESCRIPTION
 AA0826
 AA0826'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0826'1.3 MI NE FROM LAYTON.
 AA0826'BEGIN AT THE POST OFFICE IN LAYTON, GO 1.3 MILES NORTHEAST ON U.S.
 AA0826'HIGHWAY 1 TO THE BIRD MARINA SOUTH AND THE MARK.  THE MARK IS
 AA0826'LOCATED AT THE SMALL BOAT BASIN, NORTHWEST AND BEHIND THE MARINA
 AA0826'OFFICE, 30.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE OFFICE
 AA0826'BUILDING, 8.5 FEET SOUTHWEST OF THE CENTER OF THE BOAT RAMP, AND
 AA0826'IS SET IN THE NORTHEAST END OF THE DOCK.
 AA0826'THE MARK IS ABOVE LEVEL WITH GROUND.
 AA0826
 AA0826                          STATION RECOVERY (2018)
 AA0826
 AA0826'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0826'NOT RECOVERED.  THE DISK HAS BEEN PRIED OFF OF ITS STEM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0827 ***********************************************************************
 AA0827  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0827  DESIGNATION -  872 3873 F TIDAL
 AA0827  PID         -  AA0827
 AA0827  STATE/COUNTY-  FL/MONROE
 AA0827  COUNTRY     -  US
 AA0827  USGS QUAD   -  LONG KEY (2018)
 AA0827
 AA0827                         *CURRENT SURVEY CONTROL
 AA0827  ______________________________________________________________________
 AA0827* NAD 83(1986) POSITION- 24 50 19.     (N) 080 47 53.     (W)   SCALED
 AA0827* NAVD 88 ORTHO HEIGHT -     0.401 (meters)        1.32  (feet) ADJUSTED
 AA0827  ______________________________________________________________________
 AA0827  GEOID HEIGHT    -        -22.949 (meters)                     GEOID18
 AA0827  DYNAMIC HEIGHT  -          0.401 (meters)        1.32  (feet) COMP
 AA0827  MODELED GRAVITY -    978,974.7   (mgal)                       NAVD 88
 AA0827
 AA0827  VERT ORDER      -  SECOND    CLASS I
 AA0827
 AA0827.The horizontal coordinates were scaled from a map and have
 AA0827.an estimated accuracy of +/- 6 seconds.
 AA0827
 AA0827.The orthometric height was determined by differential leveling and
 AA0827.adjusted by the NATIONAL GEODETIC SURVEY
 AA0827.in June 1991.
 AA0827
 AA0827.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0827.GEOID18 height accuracy estimate available here.
 AA0827
 AA0827.This Tidal Bench Mark is designated as VM 10907
 AA0827.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0827
 AA0827.Click photographs - Photos may exist for this station.
 AA0827
 AA0827.The dynamic height is computed by dividing the NAVD 88
 AA0827.geopotential number by the normal gravity value computed on the
 AA0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0827.degrees latitude (g = 980.6199 gals.).
 AA0827
 AA0827.The modeled gravity was interpolated from observed gravity values.
 AA0827
 AA0827;                    North         East    Units  Estimated Accuracy
 AA0827;SPC FL E     -    55,980.      220,410.      MT  (+/- 180 meters Scaled)
 AA0827
 AA0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH204470(NAD 83)
 AA0827
 AA0827                          SUPERSEDED SURVEY CONTROL
 AA0827
 AA0827.No superseded survey control is available for this station.
 AA0827
 AA0827_MARKER: DJ = TIDAL STATION DISK
 AA0827_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0827_SP_SET: DOCK
 AA0827_STAMPING: 3873 F 1982
 AA0827_MARK LOGO: NOS
 AA0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0827
 AA0827  HISTORY     - Date     Condition        Report By
 AA0827  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0827  HISTORY     - 20181213 MARK NOT FOUND   FLDEP
 AA0827
 AA0827                          STATION DESCRIPTION
 AA0827
 AA0827'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0827'1.3 MI NE FROM LAYTON.
 AA0827'BEGIN AT THE POST OFFICE IN LAYTON, GO 1.3 MILES NORTHEAST ON U.S.
 AA0827'HIGHWAY 1 TO THE BIRD MARINA SOUTH AND THE MARK.  THE MARK IS
 AA0827'LOCATED AT THE SMALL BOAT BASIN BEHIND THE MARINA OFFICE, 32.5 FEET
 AA0827'NORTHWEST OF THE WEST CORNER OF A HOUSE, 17.7 FEET NORTHEAST OF THE
 AA0827'NORTHEAST EDGE OF A STAND OF AUSTRALIAN PINES, 85.0 FEET SOUTHWEST
 AA0827'OF BENCH MARK 3873 E 1982, AND IS SET FLUSH IN THE TOP OF THE DOCK.
 AA0827'THE MARK IS ABOVE LEVEL WITH GROUND.
 AA0827
 AA0827                          STATION RECOVERY (2018)
 AA0827
 AA0827'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0827'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1718 ***********************************************************************
 AA1718  DESIGNATION -  872 3873 G TIDAL
 AA1718  PID         -  AA1718
 AA1718  STATE/COUNTY-  FL/MONROE
 AA1718  COUNTRY     -  US
 AA1718  USGS QUAD   -  LONG KEY (2018)
 AA1718
 AA1718                         *CURRENT SURVEY CONTROL
 AA1718  ______________________________________________________________________
 AA1718* NAD 83(1986) POSITION- 24 50 14.     (N) 080 47 51.     (W)   SCALED
 AA1718* NAVD 88 ORTHO HEIGHT -     1.098 (meters)        3.60  (feet) ADJUSTED
 AA1718  ______________________________________________________________________
 AA1718  GEOID HEIGHT    -        -22.948 (meters)                     GEOID18
 AA1718  DYNAMIC HEIGHT  -          1.096 (meters)        3.60  (feet) COMP
 AA1718  MODELED GRAVITY -    978,974.7   (mgal)                       NAVD 88
 AA1718
 AA1718  VERT ORDER      -  FIRST     CLASS II
 AA1718
 AA1718.The horizontal coordinates were scaled from a map and have
 AA1718.an estimated accuracy of +/- 6 seconds.
 AA1718
 AA1718.The orthometric height was determined by differential leveling and
 AA1718.adjusted by the NATIONAL GEODETIC SURVEY
 AA1718.in May 1994.
 AA1718
 AA1718.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1718.GEOID18 height accuracy estimate available here.
 AA1718
 AA1718.Click photographs - Photos may exist for this station.
 AA1718
 AA1718.The dynamic height is computed by dividing the NAVD 88
 AA1718.geopotential number by the normal gravity value computed on the
 AA1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1718.degrees latitude (g = 980.6199 gals.).
 AA1718
 AA1718.The modeled gravity was interpolated from observed gravity values.
 AA1718
 AA1718;                    North         East    Units  Estimated Accuracy
 AA1718;SPC FL E     -    55,830.      220,470.      MT  (+/- 180 meters Scaled)
 AA1718
 AA1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH204469(NAD 83)
 AA1718
 AA1718                          SUPERSEDED SURVEY CONTROL
 AA1718
 AA1718  NGVD 29 (09/01/92)    1.555  (m)            5.10   (f) ADJUSTED    1 2
 AA1718
 AA1718.Superseded values are not recommended for survey control.
 AA1718
 AA1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1718.See file dsdata.pdf to determine how the superseded data were derived.
 AA1718
 AA1718_STAMPING: 3873 G 1987
 AA1718_MARK LOGO: NOS
 AA1718_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1718+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AA1718
 AA1718  HISTORY     - Date     Condition        Report By
 AA1718  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1718  HISTORY     - 20181215 MARK NOT FOUND   FLDEP
 AA1718
 AA1718                          STATION DESCRIPTION
 AA1718
 AA1718'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1718'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO NORTHEAST ON
 AA1718'U.S. HIGHWAY 1 FOR 1.3 MI (2.1 KM) TO THE BIRD MARINA SOUTH DRIVEWAY
 AA1718'AND THE MARK IN THE SOUTHWEST CORNER OF A CONCRETE FOUNDATION FOR
 AA1718'UNDERGROUND LINES.  LOCATED 218.0 FT (66.4 M) NORTHEAST OF THE
 AA1718'EXTENDED CENTERLINE OF THE DRIVEWAY, 140.5 FT (42.8 M) SOUTHWEST OF
 AA1718'POWER POLE 1001, 160.2 FT (48.8 M) NORTHEAST OF POWER POLE 1002, 30.5
 AA1718'FT (9.3 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 1 AND 3.0 FT (0.9
 AA1718'M) BELOW THE HIGHWAY.
 AA1718
 AA1718                          STATION RECOVERY (2018)
 AA1718
 AA1718'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA1718'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0825 ***********************************************************************
 AA0825  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0825  DESIGNATION -  872 3873 TIDAL 1
 AA0825  PID         -  AA0825
 AA0825  STATE/COUNTY-  FL/MONROE
 AA0825  COUNTRY     -  US
 AA0825  USGS QUAD   -  LONG KEY (2018)
 AA0825
 AA0825                         *CURRENT SURVEY CONTROL
 AA0825  ______________________________________________________________________
 AA0825* NAD 83(1986) POSITION- 24 50 17.44   (N) 080 47 53.97   (W)   HD_HELD1
 AA0825* NAVD 88 ORTHO HEIGHT -     0.679 (meters)        2.23  (feet) ADJUSTED
 AA0825  ______________________________________________________________________
 AA0825  GEOID HEIGHT    -        -22.948 (meters)                     GEOID18
 AA0825  DYNAMIC HEIGHT  -          0.678 (meters)        2.22  (feet) COMP
 AA0825  MODELED GRAVITY -    978,974.7   (mgal)                       NAVD 88
 AA0825
 AA0825  VERT ORDER      -  SECOND    CLASS I
 AA0825
 AA0825.The horizontal coordinates were determined by differentially corrected
 AA0825.hand held GPS observations or other comparable positioning techniques
 AA0825.and have an estimated accuracy of +/- 3 meters.
 AA0825
 AA0825.The orthometric height was determined by differential leveling and
 AA0825.adjusted by the NATIONAL GEODETIC SURVEY
 AA0825.in June 1991.
 AA0825
 AA0825.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0825.GEOID18 height accuracy estimate available here.
 AA0825
 AA0825.This Tidal Bench Mark is designated as VM 10903
 AA0825.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0825
 AA0825.Click photographs - Photos may exist for this station.
 AA0825
 AA0825.The dynamic height is computed by dividing the NAVD 88
 AA0825.geopotential number by the normal gravity value computed on the
 AA0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0825.degrees latitude (g = 980.6199 gals.).
 AA0825
 AA0825.The modeled gravity was interpolated from observed gravity values.
 AA0825
 AA0825;                    North         East    Units  Estimated Accuracy
 AA0825;SPC FL E     -    55,931.8     220,384.5     MT  (+/- 3 meters HH1 GPS) 
 AA0825
 AA0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH2037747044(NAD 83)
 AA0825
 AA0825                          SUPERSEDED SURVEY CONTROL
 AA0825
 AA0825.No superseded survey control is available for this station.
 AA0825
 AA0825_MARKER: DJ = TIDAL STATION DISK
 AA0825_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0825+WITH SETTING: PAVEMENT
 AA0825_SP_SET: SIGN BASE
 AA0825_STAMPING: NO 1 1975
 AA0825_MARK LOGO: NOS
 AA0825_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0825+STABILITY: SURFACE MOTION
 AA0825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0825+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2018
 AA0825
 AA0825  HISTORY     - Date     Condition        Report By
 AA0825  HISTORY     - 1975     MONUMENTED       NOS
 AA0825  HISTORY     - 1982     GOOD             FLDNR
 AA0825  HISTORY     - 20181213 GOOD             FLDEP
 AA0825
 AA0825                          STATION DESCRIPTION
 AA0825
 AA0825'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0825'1.3 MI NE FROM LAYTON.
 AA0825'BEGIN AT THE POST OFFICE IN LAYTON, GO 1.3 MILES NORTHEAST ON U.S.
 AA0825'HIGHWAY 1 TO THE BIRD MARINA SOUTH AND THE MARK.  THE MARK IS NEAR
 AA0825'THE NORTH COVER OF THE BOAT BASIN, 9 FEET NORTHWEST OF THE NORTHWEST
 AA0825'BULKHEAD OF THE BOAT BASIN, AND IS SET IN THE TOP OF A CONCRETE
 AA0825'BASE FOR AN OLD SERVICE STATION SIGN.
 AA0825'THE MARK IS 1 FT ABOVE GROUND.
 AA0825
 AA0825                          STATION RECOVERY (2018)
 AA0825
 AA0825'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0825'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0824 ***********************************************************************
 AA0824  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0824  DESIGNATION -  872 3873 TIDAL 2
 AA0824  PID         -  AA0824
 AA0824  STATE/COUNTY-  FL/MONROE
 AA0824  COUNTRY     -  US
 AA0824  USGS QUAD   -  LONG KEY (2018)
 AA0824
 AA0824                         *CURRENT SURVEY CONTROL
 AA0824  ______________________________________________________________________
 AA0824* NAD 83(1986) POSITION- 24 50 19.     (N) 080 47 53.     (W)   SCALED
 AA0824* NAVD 88 ORTHO HEIGHT -     0.449 (meters)        1.47  (feet) ADJUSTED
 AA0824  ______________________________________________________________________
 AA0824  GEOID HEIGHT    -        -22.949 (meters)                     GEOID18
 AA0824  DYNAMIC HEIGHT  -          0.449 (meters)        1.47  (feet) COMP
 AA0824  MODELED GRAVITY -    978,974.7   (mgal)                       NAVD 88
 AA0824
 AA0824  VERT ORDER      -  SECOND    CLASS I
 AA0824
 AA0824.The horizontal coordinates were scaled from a map and have
 AA0824.an estimated accuracy of +/- 6 seconds.
 AA0824
 AA0824.The orthometric height was determined by differential leveling and
 AA0824.adjusted by the NATIONAL GEODETIC SURVEY
 AA0824.in June 1991.
 AA0824
 AA0824.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0824.GEOID18 height accuracy estimate available here.
 AA0824
 AA0824.This Tidal Bench Mark is designated as VM 10904
 AA0824.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0824
 AA0824.Click photographs - Photos may exist for this station.
 AA0824
 AA0824.The dynamic height is computed by dividing the NAVD 88
 AA0824.geopotential number by the normal gravity value computed on the
 AA0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0824.degrees latitude (g = 980.6199 gals.).
 AA0824
 AA0824.The modeled gravity was interpolated from observed gravity values.
 AA0824
 AA0824;                    North         East    Units  Estimated Accuracy
 AA0824;SPC FL E     -    55,980.      220,410.      MT  (+/- 180 meters Scaled)
 AA0824
 AA0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH204470(NAD 83)
 AA0824
 AA0824                          SUPERSEDED SURVEY CONTROL
 AA0824
 AA0824.No superseded survey control is available for this station.
 AA0824
 AA0824_MARKER: DJ = TIDAL STATION DISK
 AA0824_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0824_SP_SET: SIDEWALK
 AA0824_STAMPING: NO 2 1975
 AA0824_MARK LOGO: NOS
 AA0824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0824
 AA0824  HISTORY     - Date     Condition        Report By
 AA0824  HISTORY     - 1975     MONUMENTED       NOS
 AA0824  HISTORY     - 1982     GOOD             FLDNR
 AA0824  HISTORY     - 20181213 MARK NOT FOUND   FLDEP
 AA0824
 AA0824                          STATION DESCRIPTION
 AA0824
 AA0824'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0824'1.3 MI NE FROM LAYTON.
 AA0824'BEGIN AT THE POST OFFICE IN LAYTON, GO 1.3 MILES NORTHEAST ON U.S.
 AA0824'HIGHWAY 1 TO THE BIRD MARINA SOUTH, AND THE MARK.  THE MARK IS SET
 AA0824'FLUSH IN THE WALKWAY AT THE WEST CORNER OF THE BOAT BASIN, 29.8
 AA0824'FEET NORTHWEST OF THE SOUTHEAST END OF THE SIDEWALK.
 AA0824'THE MARK IS ABOVE LEVEL WITH GROUND.
 AA0824
 AA0824                          STATION RECOVERY (2018)
 AA0824
 AA0824'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0824'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0820 ***********************************************************************
 AA0820  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0820  DESIGNATION -  872 3873 TIDAL 3
 AA0820  PID         -  AA0820
 AA0820  STATE/COUNTY-  FL/MONROE
 AA0820  COUNTRY     -  US
 AA0820  USGS QUAD   -  LONG KEY (2018)
 AA0820
 AA0820                         *CURRENT SURVEY CONTROL
 AA0820  ______________________________________________________________________
 AA0820* NAD 83(1986) POSITION- 24 50 16.46   (N) 080 47 53.98   (W)   HD_HELD1
 AA0820* NAVD 88 ORTHO HEIGHT -     0.317 (meters)        1.04  (feet) ADJUSTED
 AA0820  ______________________________________________________________________
 AA0820  GEOID HEIGHT    -        -22.947 (meters)                     GEOID18
 AA0820  DYNAMIC HEIGHT  -          0.317 (meters)        1.04  (feet) COMP
 AA0820  MODELED GRAVITY -    978,974.7   (mgal)                       NAVD 88
 AA0820
 AA0820  VERT ORDER      -  SECOND    CLASS I
 AA0820
 AA0820.The horizontal coordinates were determined by differentially corrected
 AA0820.hand held GPS observations or other comparable positioning techniques
 AA0820.and have an estimated accuracy of +/- 3 meters.
 AA0820
 AA0820.The orthometric height was determined by differential leveling and
 AA0820.adjusted by the NATIONAL GEODETIC SURVEY
 AA0820.in June 1991.
 AA0820
 AA0820.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0820.GEOID18 height accuracy estimate available here.
 AA0820
 AA0820.This Tidal Bench Mark is designated as VM 10905
 AA0820.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0820
 AA0820.Click photographs - Photos may exist for this station.
 AA0820
 AA0820.The dynamic height is computed by dividing the NAVD 88
 AA0820.geopotential number by the normal gravity value computed on the
 AA0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0820.degrees latitude (g = 980.6199 gals.).
 AA0820
 AA0820.The modeled gravity was interpolated from observed gravity values.
 AA0820
 AA0820;                    North         East    Units  Estimated Accuracy
 AA0820;SPC FL E     -    55,901.6     220,384.3     MT  (+/- 3 meters HH1 GPS) 
 AA0820
 AA0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH2037747014(NAD 83)
 AA0820
 AA0820                          SUPERSEDED SURVEY CONTROL
 AA0820
 AA0820.No superseded survey control is available for this station.
 AA0820
 AA0820_MARKER: DJ = TIDAL STATION DISK
 AA0820_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0820_SP_SET: SIDEWALK
 AA0820_STAMPING: NO 3 1975
 AA0820_MARK LOGO: NOS
 AA0820_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0820_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0820+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2018
 AA0820
 AA0820  HISTORY     - Date     Condition        Report By
 AA0820  HISTORY     - 1975     MONUMENTED       NOS
 AA0820  HISTORY     - 1982     GOOD             FLDNR
 AA0820  HISTORY     - 20181213 GOOD             FLDEP
 AA0820
 AA0820                          STATION DESCRIPTION
 AA0820
 AA0820'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0820'1.3 MI NE FROM LAYTON.
 AA0820'BEGIN AT THE POST OFFICE IN LAYTON, GO 1.3 MILES NORTHEAST ON U.S.
 AA0820'HIGHWAY 1 TO THE BIRD MARINA SOUTH AND THE MARK. THE MARK IS SET
 AA0820'FLUSH IN THE CONCRETE SIDEWALK ON THE SOUTHEAST SIDE OF THE BOAT
 AA0820'BASIN AND 101 FEET NORTHEAST OF THE SOUTH CORNER OF THE BOAT BASIN.
 AA0820
 AA0820                          STATION RECOVERY (2018)
 AA0820
 AA0820'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0820'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0852 ***********************************************************************
 AA0852  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0852  DESIGNATION -  872 3874 D TIDAL
 AA0852  PID         -  AA0852
 AA0852  STATE/COUNTY-  FL/MONROE
 AA0852  COUNTRY     -  US
 AA0852  USGS QUAD   -  LONG KEY (2018)
 AA0852
 AA0852                         *CURRENT SURVEY CONTROL
 AA0852  ______________________________________________________________________
 AA0852* NAD 83(1986) POSITION- 24 50 13.     (N) 080 45 59.     (W)   SCALED
 AA0852* NAVD 88 ORTHO HEIGHT -     5.238 (meters)       17.18  (feet) ADJUSTED
 AA0852  ______________________________________________________________________
 AA0852  GEOID HEIGHT    -        -23.004 (meters)                     GEOID18
 AA0852  DYNAMIC HEIGHT  -          5.230 (meters)       17.16  (feet) COMP
 AA0852  MODELED GRAVITY -    978,975.2   (mgal)                       NAVD 88
 AA0852
 AA0852  VERT ORDER      -  SECOND    CLASS I
 AA0852
 AA0852.The horizontal coordinates were scaled from a map and have
 AA0852.an estimated accuracy of +/- 6 seconds.
 AA0852
 AA0852.The orthometric height was determined by differential leveling and
 AA0852.adjusted by the NATIONAL GEODETIC SURVEY
 AA0852.in June 1991.
 AA0852
 AA0852.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0852.GEOID18 height accuracy estimate available here.
 AA0852
 AA0852.This Tidal Bench Mark is designated as VM 10899
 AA0852.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0852
 AA0852.Click photographs - Photos may exist for this station.
 AA0852
 AA0852.The dynamic height is computed by dividing the NAVD 88
 AA0852.geopotential number by the normal gravity value computed on the
 AA0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0852.degrees latitude (g = 980.6199 gals.).
 AA0852
 AA0852.The modeled gravity was interpolated from observed gravity values.
 AA0852
 AA0852;                    North         East    Units  Estimated Accuracy
 AA0852;SPC FL E     -    55,800.      223,610.      MT  (+/- 180 meters Scaled)
 AA0852
 AA0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH236469(NAD 83)
 AA0852
 AA0852                          SUPERSEDED SURVEY CONTROL
 AA0852
 AA0852.No superseded survey control is available for this station.
 AA0852
 AA0852_MARKER: DJ = TIDAL STATION DISK
 AA0852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0852_SP_SET: BRIDGE CURBING
 AA0852_STAMPING: 3874 D 1982
 AA0852_MARK LOGO: NOS
 AA0852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0852
 AA0852  HISTORY     - Date     Condition        Report By
 AA0852  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0852  HISTORY     - 20181103 MARK NOT FOUND   FLDEP
 AA0852
 AA0852                          STATION DESCRIPTION
 AA0852
 AA0852'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0852'3.2 MI NE FROM LAYTON.
 AA0852'BEGIN AT THE POST OFFICE IN LAYTON AND GO 3.2 MILES NORTHEAST ON U.S.
 AA0852'HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER CHANNEL NO 5 AND THE
 AA0852'MARK.  THE MARK IS SET IN THE SOUTH CURB OF THE OLD HIGHWAY BRIDGE,
 AA0852'NOW USED AS A FISHING PIER, 10.4 FEET SOUTH OF THE CENTERLINE OF
 AA0852'THE OLD HIGHWAY BRIDGE, 2.0 FEET WEST OF THE ABUTMENT, AND 1.4 FEET
 AA0852'NORTH OF THE NORTH EDGE OF A WOODEN CATWALK.
 AA0852'THE MARK IS 0.5 FT ABOVE OLD HIGHWAY.
 AA0852
 AA0852                          STATION RECOVERY (2018)
 AA0852
 AA0852'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0852'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0854 ***********************************************************************
 AA0854  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0854  DESIGNATION -  872 3874 E TIDAL
 AA0854  PID         -  AA0854
 AA0854  STATE/COUNTY-  FL/MONROE
 AA0854  COUNTRY     -  US
 AA0854  USGS QUAD   -  LONG KEY (2018)
 AA0854
 AA0854                         *CURRENT SURVEY CONTROL
 AA0854  ______________________________________________________________________
 AA0854* NAD 83(1986) POSITION- 24 50 11.19   (N) 080 45 57.99   (W)   HD_HELD1
 AA0854* NAVD 88 ORTHO HEIGHT -     6.899 (meters)       22.63  (feet) ADJUSTED
 AA0854  ______________________________________________________________________
 AA0854  GEOID HEIGHT    -        -23.004 (meters)                     GEOID18
 AA0854  DYNAMIC HEIGHT  -          6.887 (meters)       22.60  (feet) COMP
 AA0854  MODELED GRAVITY -    978,975.2   (mgal)                       NAVD 88
 AA0854
 AA0854  VERT ORDER      -  FIRST     CLASS II
 AA0854
 AA0854.The horizontal coordinates were determined by differentially corrected
 AA0854.hand held GPS observations or other comparable positioning techniques
 AA0854.and have an estimated accuracy of +/- 3 meters.
 AA0854
 AA0854.The orthometric height was determined by differential leveling and
 AA0854.adjusted by the NATIONAL GEODETIC SURVEY
 AA0854.in April 2020.
 AA0854
 AA0854.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0854.GEOID18 height accuracy estimate available here.
 AA0854
 AA0854.This Tidal Bench Mark is designated as VM 10900
 AA0854.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0854
 AA0854.Click photographs - Photos may exist for this station.
 AA0854
 AA0854.The dynamic height is computed by dividing the NAVD 88
 AA0854.geopotential number by the normal gravity value computed on the
 AA0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0854.degrees latitude (g = 980.6199 gals.).
 AA0854
 AA0854.The modeled gravity was interpolated from observed gravity values.
 AA0854
 AA0854;                    North         East    Units  Estimated Accuracy
 AA0854;SPC FL E     -    55,744.7     223,641.2     MT  (+/- 3 meters HH1 GPS) 
 AA0854
 AA0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH2363346857(NAD 83)
 AA0854
 AA0854                          SUPERSEDED SURVEY CONTROL
 AA0854
 AA0854  NAVD 88 (06/15/91)    6.899  (m)           22.63   (f) SUPERSEDED  2 1
 AA0854
 AA0854.Superseded values are not recommended for survey control.
 AA0854
 AA0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0854.See file dsdata.pdf to determine how the superseded data were derived.
 AA0854
 AA0854_MARKER: DD = SURVEY DISK
 AA0854_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0854_SP_SET: BRIDGE GUARDRAIL
 AA0854_STAMPING: 3874 E
 AA0854_MARK LOGO: FLDT
 AA0854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0854+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2021
 AA0854
 AA0854  HISTORY     - Date     Condition        Report By
 AA0854  HISTORY     - UNK      MONUMENTED       FLDT
 AA0854  HISTORY     - 1982     GOOD             FLDNR
 AA0854  HISTORY     - 1986     GOOD             FLDNR
 AA0854  HISTORY     - 20181103 GOOD             FLDEP
 AA0854  HISTORY     - 20210521 GOOD             USPSQD
 AA0854
 AA0854                          STATION DESCRIPTION
 AA0854
 AA0854'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0854'3.2 MI NE FROM LAYTON.
 AA0854'BEGIN AT THE POST OFFICE IN LAYTON, GO 3.2 MILES NORTHEAST ON U.S.
 AA0854'HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER CHANNEL NO 5 AND THE
 AA0854'MARK.  THE MARK BEARS 19.5 FEET NORTH OF THE CENTERLINE OF U.S. 1,
 AA0854'6.2 FEET WEST OF THE EAST END OF THE GUARDRAIL, AND 1.2 FEET EAST
 AA0854'OF THE BRIDGE ABUTMENT.
 AA0854'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0854
 AA0854                          STATION RECOVERY (1986)
 AA0854
 AA0854'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0854'RECOVERED IN GOOD CONDITION.
 AA0854
 AA0854                          STATION RECOVERY (2018)
 AA0854
 AA0854'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0854'RECOVERED AS DESCRIBED.
 AA0854
 AA0854                          STATION RECOVERY (2021)
 AA0854
 AA0854'RECOVERY NOTE BY US POWER SQUADRON 2021 (MUT)
 AA0854'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1728 ***********************************************************************
 AA1728  DESIGNATION -  872 3874 G TIDAL
 AA1728  PID         -  AA1728
 AA1728  STATE/COUNTY-  FL/MONROE
 AA1728  COUNTRY     -  US
 AA1728  USGS QUAD   -  LONG KEY (2018)
 AA1728
 AA1728                         *CURRENT SURVEY CONTROL
 AA1728  ______________________________________________________________________
 AA1728* NAD 83(1986) POSITION- 24 50 11.76   (N) 080 45 59.95   (W)   HD_HELD1
 AA1728* NAVD 88 ORTHO HEIGHT -     5.057 (meters)       16.59  (feet) ADJUSTED
 AA1728  ______________________________________________________________________
 AA1728  GEOID HEIGHT    -        -23.003 (meters)                     GEOID18
 AA1728  DYNAMIC HEIGHT  -          5.048 (meters)       16.56  (feet) COMP
 AA1728  MODELED GRAVITY -    978,975.2   (mgal)                       NAVD 88
 AA1728
 AA1728  VERT ORDER      -  FIRST     CLASS II
 AA1728
 AA1728.The horizontal coordinates were determined by differentially corrected
 AA1728.hand held GPS observations or other comparable positioning techniques
 AA1728.and have an estimated accuracy of +/- 3 meters.
 AA1728
 AA1728.The orthometric height was determined by differential leveling and
 AA1728.adjusted by the NATIONAL GEODETIC SURVEY
 AA1728.in April 2020.
 AA1728
 AA1728.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1728.GEOID18 height accuracy estimate available here.
 AA1728
 AA1728.Click photographs - Photos may exist for this station.
 AA1728
 AA1728.The dynamic height is computed by dividing the NAVD 88
 AA1728.geopotential number by the normal gravity value computed on the
 AA1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1728.degrees latitude (g = 980.6199 gals.).
 AA1728
 AA1728.The modeled gravity was interpolated from observed gravity values.
 AA1728
 AA1728;                    North         East    Units  Estimated Accuracy
 AA1728;SPC FL E     -    55,762.1     223,586.1     MT  (+/- 3 meters HH1 GPS) 
 AA1728
 AA1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH2357846875(NAD 83)
 AA1728
 AA1728                          SUPERSEDED SURVEY CONTROL
 AA1728
 AA1728  NAVD 88 (05/20/94)    5.057  (m)           16.59   (f) SUPERSEDED  1 2
 AA1728  NGVD 29 (09/01/92)    5.516  (m)           18.10   (f) ADJUSTED    1 2
 AA1728
 AA1728.Superseded values are not recommended for survey control.
 AA1728
 AA1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1728.See file dsdata.pdf to determine how the superseded data were derived.
 AA1728
 AA1728_MARKER: DB = BENCH MARK DISK
 AA1728_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1728_SP_SET: BRIDGE CURBING
 AA1728_STAMPING: 3874 G 1987
 AA1728_MARK LOGO: NOS
 AA1728_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1728+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2021
 AA1728
 AA1728  HISTORY     - Date     Condition        Report By
 AA1728  HISTORY     - 1987     MONUMENTED       NOS
 AA1728  HISTORY     - 19901114 GOOD             FLDNR
 AA1728  HISTORY     - 20181212 GOOD             FLDEP
 AA1728  HISTORY     - 20210521 GOOD             USPSQD
 AA1728
 AA1728                          STATION DESCRIPTION
 AA1728
 AA1728'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1728'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO NORTHEAST ON
 AA1728'U.S. HIGHWAY 1 FOR 3.2 MI (5.1 KM) TO THE EAST END OF THE BRIDGE
 AA1728'OVER CHANNEL NO. 5 AND THE MARK, SET IN THE SOUTH CURB OF THE OLD
 AA1728'HIGHWAY BRIDGE.  LOCATED 10.4 FT (3.2 M) SOUTH OF THE CENTERLINE OF
 AA1728'THE OLD HIGHWAY, 2.0 FT (0.6 M) WEST OF THE ABUTMENT AND 17.2 FT (5.2
 AA1728'M) NORTH OF THE END OF THE CUT OFF SECTION OF THE OLD BRIDGE.
 AA1728
 AA1728                          STATION RECOVERY (2018)
 AA1728
 AA1728'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA1728'RECOVERED IN GOOD CONDITION.
 AA1728'
 AA1728'NOTE-WITH THIS CHANGE 17.2 FT (5.2 M) EAST-SOUTHEAST (NOT NORTH) OF
 AA1728'THE END OF THE CUT OFF SECTION OF THE OLD BRIDGE.
 AA1728
 AA1728                          STATION RECOVERY (2021)
 AA1728
 AA1728'RECOVERY NOTE BY US POWER SQUADRON 2021 (MUT)
 AA1728'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0851 ***********************************************************************
 AA0851  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0851  DESIGNATION -  872 3874 TIDAL 1
 AA0851  PID         -  AA0851
 AA0851  STATE/COUNTY-  FL/MONROE
 AA0851  COUNTRY     -  US
 AA0851  USGS QUAD   -  LONG KEY (2018)
 AA0851
 AA0851                         *CURRENT SURVEY CONTROL
 AA0851  ______________________________________________________________________
 AA0851* NAD 83(1986) POSITION- 24 50 13.     (N) 080 45 59.     (W)   SCALED
 AA0851* NAVD 88 ORTHO HEIGHT -     1.131 (meters)        3.71  (feet) ADJUSTED
 AA0851  ______________________________________________________________________
 AA0851  GEOID HEIGHT    -        -23.004 (meters)                     GEOID18
 AA0851  DYNAMIC HEIGHT  -          1.129 (meters)        3.70  (feet) COMP
 AA0851  MODELED GRAVITY -    978,975.2   (mgal)                       NAVD 88
 AA0851
 AA0851  VERT ORDER      -  SECOND    CLASS I
 AA0851
 AA0851.The horizontal coordinates were scaled from a map and have
 AA0851.an estimated accuracy of +/- 6 seconds.
 AA0851
 AA0851.The orthometric height was determined by differential leveling and
 AA0851.adjusted by the NATIONAL GEODETIC SURVEY
 AA0851.in June 1991.
 AA0851
 AA0851.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0851.GEOID18 height accuracy estimate available here.
 AA0851
 AA0851.This Tidal Bench Mark is designated as VM 10897
 AA0851.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0851
 AA0851.Click photographs - Photos may exist for this station.
 AA0851
 AA0851.The dynamic height is computed by dividing the NAVD 88
 AA0851.geopotential number by the normal gravity value computed on the
 AA0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0851.degrees latitude (g = 980.6199 gals.).
 AA0851
 AA0851.The modeled gravity was interpolated from observed gravity values.
 AA0851
 AA0851;                    North         East    Units  Estimated Accuracy
 AA0851;SPC FL E     -    55,800.      223,610.      MT  (+/- 180 meters Scaled)
 AA0851
 AA0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH236469(NAD 83)
 AA0851
 AA0851                          SUPERSEDED SURVEY CONTROL
 AA0851
 AA0851.No superseded survey control is available for this station.
 AA0851
 AA0851_MARKER: DJ = TIDAL STATION DISK
 AA0851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0851_SP_SET: BRIDGE WINGWALL
 AA0851_STAMPING: NO 1 1975
 AA0851_MARK LOGO: NOS
 AA0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0851
 AA0851  HISTORY     - Date     Condition        Report By
 AA0851  HISTORY     - 1975     MONUMENTED       NOS
 AA0851  HISTORY     - 1982     GOOD             FLDNR
 AA0851  HISTORY     - 20181103 MARK NOT FOUND   FLDEP
 AA0851
 AA0851                          STATION DESCRIPTION
 AA0851
 AA0851'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0851'3.2 MI NE FROM LAYTON.
 AA0851'BEGIN AT THE POST OFFICE IN LAYTON, GO 3.2 MILES NORTHEAST ON U.S.
 AA0851'HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER CHANNEL NO 5 AND THE
 AA0851'MARK.  THE MARK IS SET IN THE NORTH WINGWALL OF THE OLD HIGHWAY
 AA0851'BRIDGE, NOW USED AS A FISHING PIER, 74.4 FEET NORTH OF THE
 AA0851'EXTENDED CENTERLINE OF THE OLD BRIDGE, AND 13.5 FEET SOUTHWEST OF
 AA0851'THE CORNER OF THE WINGWALL.
 AA0851'THE MARK IS 10 FT BELOW HIGHWAY.
 AA0851
 AA0851                          STATION RECOVERY (2018)
 AA0851
 AA0851'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0851'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0853 ***********************************************************************
 AA0853  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0853  DESIGNATION -  872 3874 TIDAL 2
 AA0853  PID         -  AA0853
 AA0853  STATE/COUNTY-  FL/MONROE
 AA0853  COUNTRY     -  US
 AA0853  USGS QUAD   -  LONG KEY (2018)
 AA0853
 AA0853                         *CURRENT SURVEY CONTROL
 AA0853  ______________________________________________________________________
 AA0853* NAD 83(1986) POSITION- 24 50 11.68   (N) 080 45 59.97   (W)   HD_HELD1
 AA0853* NAVD 88 ORTHO HEIGHT -     3.094 (meters)       10.15  (feet) ADJUSTED
 AA0853  ______________________________________________________________________
 AA0853  GEOID HEIGHT    -        -23.003 (meters)                     GEOID18
 AA0853  DYNAMIC HEIGHT  -          3.089 (meters)       10.13  (feet) COMP
 AA0853  MODELED GRAVITY -    978,975.2   (mgal)                       NAVD 88
 AA0853
 AA0853  VERT ORDER      -  SECOND    CLASS I
 AA0853
 AA0853.The horizontal coordinates were determined by differentially corrected
 AA0853.hand held GPS observations or other comparable positioning techniques
 AA0853.and have an estimated accuracy of +/- 3 meters.
 AA0853
 AA0853.The orthometric height was determined by differential leveling and
 AA0853.adjusted by the NATIONAL GEODETIC SURVEY
 AA0853.in June 1991.
 AA0853
 AA0853.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0853.GEOID18 height accuracy estimate available here.
 AA0853
 AA0853.This Tidal Bench Mark is designated as VM 10898
 AA0853.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0853
 AA0853.Click photographs - Photos may exist for this station.
 AA0853
 AA0853.The dynamic height is computed by dividing the NAVD 88
 AA0853.geopotential number by the normal gravity value computed on the
 AA0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0853.degrees latitude (g = 980.6199 gals.).
 AA0853
 AA0853.The modeled gravity was interpolated from observed gravity values.
 AA0853
 AA0853;                    North         East    Units  Estimated Accuracy
 AA0853;SPC FL E     -    55,759.6     223,585.6     MT  (+/- 3 meters HH1 GPS) 
 AA0853
 AA0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH2357746872(NAD 83)
 AA0853
 AA0853                          SUPERSEDED SURVEY CONTROL
 AA0853
 AA0853.No superseded survey control is available for this station.
 AA0853
 AA0853_MARKER: DJ = TIDAL STATION DISK
 AA0853_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0853_SP_SET: BRIDGE WING WALL
 AA0853_STAMPING: NO 2 1975
 AA0853_MARK LOGO: NOS
 AA0853_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0853_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0853+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2018
 AA0853
 AA0853  HISTORY     - Date     Condition        Report By
 AA0853  HISTORY     - 1975     MONUMENTED       NOS
 AA0853  HISTORY     - 1982     GOOD             FLDNR
 AA0853  HISTORY     - 20181103 GOOD             FLDEP
 AA0853
 AA0853                          STATION DESCRIPTION
 AA0853
 AA0853'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0853'3.2 MI NE FROM LAYTON.
 AA0853'BEGIN AT THE POST OFFICE IN LAYTON, GO 3.2 MILES NORTHEAST ON
 AA0853'U.S. HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER CHANNEL NO 5
 AA0853'AND THE MARK.  THE MARK IS SET FLUSH IN THE SOUTH WINGWALL OF
 AA0853'THE OLD HIGHWAY BRIDGE, NOW USED AS A FISHING PIER, 35 FEET SOUTH
 AA0853'OF THE CENTERLINE OF THE OLD BRIDGE, AND 60 FEET NORTHWEST OF
 AA0853'THE CORNER OF THE WINGWALL.
 AA0853'THE MARK IS 8 FT BELOW HIGHWAY.
 AA0853
 AA0853                          STATION RECOVERY (2018)
 AA0853
 AA0853'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0853'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0817 ***********************************************************************
 AA0817  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0817  DESIGNATION -  872 3879 D TIDAL
 AA0817  PID         -  AA0817
 AA0817  STATE/COUNTY-  FL/MONROE
 AA0817  COUNTRY     -  US
 AA0817  USGS QUAD   -  LONG KEY (2018)
 AA0817
 AA0817                         *CURRENT SURVEY CONTROL
 AA0817  ______________________________________________________________________
 AA0817* NAD 83(1986) POSITION- 24 49 31.     (N) 080 48 51.     (W)   SCALED
 AA0817* NAVD 88 ORTHO HEIGHT -     1.085 (meters)        3.56  (feet) ADJUSTED
 AA0817  ______________________________________________________________________
 AA0817  GEOID HEIGHT    -        -22.906 (meters)                     GEOID18
 AA0817  DYNAMIC HEIGHT  -          1.083 (meters)        3.55  (feet) COMP
 AA0817  MODELED GRAVITY -    978,974.4   (mgal)                       NAVD 88
 AA0817
 AA0817  VERT ORDER      -  FIRST     CLASS II
 AA0817
 AA0817.The horizontal coordinates were scaled from a map and have
 AA0817.an estimated accuracy of +/- 6 seconds.
 AA0817
 AA0817.The orthometric height was determined by differential leveling and
 AA0817.adjusted by the NATIONAL GEODETIC SURVEY
 AA0817.in June 1991.
 AA0817
 AA0817.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0817.GEOID18 height accuracy estimate available here.
 AA0817
 AA0817.This Tidal Bench Mark is designated as VM 10893
 AA0817.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0817
 AA0817.Click photographs - Photos may exist for this station.
 AA0817
 AA0817.The dynamic height is computed by dividing the NAVD 88
 AA0817.geopotential number by the normal gravity value computed on the
 AA0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0817.degrees latitude (g = 980.6199 gals.).
 AA0817
 AA0817.The modeled gravity was interpolated from observed gravity values.
 AA0817
 AA0817;                    North         East    Units  Estimated Accuracy
 AA0817;SPC FL E     -    54,500.      218,790.      MT  (+/- 180 meters Scaled)
 AA0817
 AA0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH187456(NAD 83)
 AA0817
 AA0817                          SUPERSEDED SURVEY CONTROL
 AA0817
 AA0817  NGVD 29 (09/01/92)    1.541  (m)            5.06   (f) ADJUSTED    1 2
 AA0817
 AA0817.Superseded values are not recommended for survey control.
 AA0817
 AA0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0817.See file dsdata.pdf to determine how the superseded data were derived.
 AA0817
 AA0817_MARKER: DJ = TIDAL STATION DISK
 AA0817_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0817_SP_SET: STEP
 AA0817_STAMPING: 3897 D 1982
 AA0817_MARK LOGO: NOS
 AA0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0817+SATELLITE: SATELLITE OBSERVATIONS - November 10, 1990
 AA0817
 AA0817  HISTORY     - Date     Condition        Report By
 AA0817  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0817  HISTORY     - 19901110 GOOD             FLDNR
 AA0817  HISTORY     - 20190124 MARK NOT FOUND   FLDEP
 AA0817
 AA0817                          STATION DESCRIPTION
 AA0817
 AA0817'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0817'IN LAYTON.
 AA0817'THE MARK IS 1 FT ABOVE GROUND.
 AA0817'THE MARK IS AT THE U.S. POST OFFICE IN LAYTON.  THE MARK BEARS 69.5
 AA0817'FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1, 7.75 FEET NORTH OF THE
 AA0817'ENTRANCE TO THE POST OFFICE, 13.8 FEET WEST-SOUTHWEST OF THE NORTH
 AA0817'CORNER OF THE POST OFFICE, AND IS SET IN THE FIRST STEP TO THE POST
 AA0817'OFFICE.
 AA0817
 AA0817                          STATION RECOVERY (1990)
 AA0817
 AA0817'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0817'THE MARK IS AT THE POST OFFICE IN LAYTON.  LOCATED 69.5 FT (21.2 M)
 AA0817'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1, 7.75 FT (2.36 M)
 AA0817'NORTH OF THE ENTRANCE TO THE POST OFFICE, 13.8 FT (4.2 M) WEST
 AA0817'SOUTHWEST OF THE NORTH CORNER OF THE POST OFFICE AND ABOUT LEVEL WITH
 AA0817'THE GROUND.
 AA0817
 AA0817                          STATION RECOVERY (2019)
 AA0817
 AA0817'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (MAH)
 AA0817'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0818 ***********************************************************************
 AA0818  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0818  DESIGNATION -  872 3879 E TIDAL
 AA0818  PID         -  AA0818
 AA0818  STATE/COUNTY-  FL/MONROE
 AA0818  COUNTRY     -  US
 AA0818  USGS QUAD   -  LONG KEY (2018)
 AA0818
 AA0818                         *CURRENT SURVEY CONTROL
 AA0818  ______________________________________________________________________
 AA0818* NAD 83(1986) POSITION- 24 49 32.02   (N) 080 48 49.52   (W)   HD_HELD1
 AA0818* NAVD 88 ORTHO HEIGHT -     1.236 (meters)        4.06  (feet) ADJUSTED
 AA0818  ______________________________________________________________________
 AA0818  GEOID HEIGHT    -        -22.907 (meters)                     GEOID18
 AA0818  DYNAMIC HEIGHT  -          1.234 (meters)        4.05  (feet) COMP
 AA0818  MODELED GRAVITY -    978,974.4   (mgal)                       NAVD 88
 AA0818
 AA0818  VERT ORDER      -  FIRST     CLASS II
 AA0818
 AA0818.The horizontal coordinates were determined by differentially corrected
 AA0818.hand held GPS observations or other comparable positioning techniques
 AA0818.and have an estimated accuracy of +/- 3 meters.
 AA0818
 AA0818.The orthometric height was determined by differential leveling and
 AA0818.adjusted by the NATIONAL GEODETIC SURVEY
 AA0818.in April 2020.
 AA0818
 AA0818.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0818.GEOID18 height accuracy estimate available here.
 AA0818
 AA0818.This Tidal Bench Mark is designated as VM 10894
 AA0818.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0818
 AA0818.Click photographs - Photos may exist for this station.
 AA0818
 AA0818.The dynamic height is computed by dividing the NAVD 88
 AA0818.geopotential number by the normal gravity value computed on the
 AA0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0818.degrees latitude (g = 980.6199 gals.).
 AA0818
 AA0818.The modeled gravity was interpolated from observed gravity values.
 AA0818
 AA0818;                    North         East    Units  Estimated Accuracy
 AA0818;SPC FL E     -    54,532.1     218,826.8     MT  (+/- 3 meters HH1 GPS) 
 AA0818
 AA0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH1882045645(NAD 83)
 AA0818
 AA0818                          SUPERSEDED SURVEY CONTROL
 AA0818
 AA0818  NAVD 88 (06/15/91)    1.236  (m)            4.06   (f) SUPERSEDED  2 1
 AA0818
 AA0818.Superseded values are not recommended for survey control.
 AA0818
 AA0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0818.See file dsdata.pdf to determine how the superseded data were derived.
 AA0818
 AA0818_MARKER: DJ = TIDAL STATION DISK
 AA0818_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0818+WITH SETTING: PAVEMENT
 AA0818_SP_SET: PLATFORM
 AA0818_STAMPING: 3879 E 1982
 AA0818_MARK LOGO: NOS
 AA0818_PROJECTION: FLUSH
 AA0818_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0818+STABILITY: SURFACE MOTION
 AA0818_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0818+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2025
 AA0818
 AA0818  HISTORY     - Date     Condition        Report By
 AA0818  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0818  HISTORY     - 20181213 GOOD             FLDEP
 AA0818  HISTORY     - 20251104 GOOD             FLDEP
 AA0818
 AA0818                          STATION DESCRIPTION
 AA0818
 AA0818'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0818'IN LAYTON.
 AA0818'THE MARK IS AT THE POST OFFICE IN LAYTON.  IT IS SET IN THE LOADING
 AA0818'PLATFORM BEHIND THE POST OFFICE, 16.1 FEET SOUTH-SOUTHWEST OF THE
 AA0818'EAST CORNER OF THE POST OFFICE, AND 5.1 FEET NORTHWEST OF THE EAST
 AA0818'CORNER OF THE LOADING PLATFORM.
 AA0818'THE MARK IS 2 FT ABOVE GROUND.
 AA0818
 AA0818                          STATION RECOVERY (2018)
 AA0818
 AA0818'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0818'RECOVERED AS DESCRIBED.
 AA0818
 AA0818                          STATION RECOVERY (2025)
 AA0818
 AA0818'RECOVERY NOTE BY FL DEPT OF ENV PRO 2025 (RXG)
 AA0818'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0816 ***********************************************************************
 AA0816  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0816  DESIGNATION -  872 3887 D TIDAL
 AA0816  PID         -  AA0816
 AA0816  STATE/COUNTY-  FL/MONROE
 AA0816  COUNTRY     -  US
 AA0816  USGS QUAD   -  LONG KEY (2018)
 AA0816
 AA0816                         *CURRENT SURVEY CONTROL
 AA0816  ______________________________________________________________________
 AA0816* NAD 83(1986) POSITION- 24 49 27.34   (N) 080 48 58.47   (W)   HD_HELD1
 AA0816* NAVD 88 ORTHO HEIGHT -     0.354 (meters)        1.16  (feet) ADJUSTED
 AA0816  ______________________________________________________________________
 AA0816  GEOID HEIGHT    -        -22.901 (meters)                     GEOID18
 AA0816  DYNAMIC HEIGHT  -          0.353 (meters)        1.16  (feet) COMP
 AA0816  MODELED GRAVITY -    978,974.4   (mgal)                       NAVD 88
 AA0816
 AA0816  VERT ORDER      -  SECOND    CLASS I
 AA0816
 AA0816.The horizontal coordinates were determined by differentially corrected
 AA0816.hand held GPS observations or other comparable positioning techniques
 AA0816.and have an estimated accuracy of +/- 3 meters.
 AA0816
 AA0816.The orthometric height was determined by differential leveling and
 AA0816.adjusted by the NATIONAL GEODETIC SURVEY
 AA0816.in June 1991.
 AA0816
 AA0816.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0816.GEOID18 height accuracy estimate available here.
 AA0816
 AA0816.This Tidal Bench Mark is designated as VM 6251
 AA0816.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0816
 AA0816.Click photographs - Photos may exist for this station.
 AA0816
 AA0816.The dynamic height is computed by dividing the NAVD 88
 AA0816.geopotential number by the normal gravity value computed on the
 AA0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0816.degrees latitude (g = 980.6199 gals.).
 AA0816
 AA0816.The modeled gravity was interpolated from observed gravity values.
 AA0816
 AA0816;                    North         East    Units  Estimated Accuracy
 AA0816;SPC FL E     -    54,387.7     218,575.6     MT  (+/- 3 meters HH1 GPS) 
 AA0816
 AA0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH1856945501(NAD 83)
 AA0816
 AA0816                          SUPERSEDED SURVEY CONTROL
 AA0816
 AA0816.No superseded survey control is available for this station.
 AA0816
 AA0816_MARKER: DB = BENCH MARK DISK
 AA0816_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0816_SP_SET: SEAWALL
 AA0816_STAMPING: 3887 D 1982
 AA0816_MARK LOGO: NOS
 AA0816_PROJECTION: FLUSH
 AA0816_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0816+STABILITY: SURFACE MOTION
 AA0816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0816+SATELLITE: SATELLITE OBSERVATIONS - November 04, 2025
 AA0816
 AA0816  HISTORY     - Date     Condition        Report By
 AA0816  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0816  HISTORY     - 20180820 GOOD             USGS
 AA0816  HISTORY     - 20181215 GOOD             FLDEP
 AA0816  HISTORY     - 20251104 GOOD             FLDEP
 AA0816
 AA0816                          STATION DESCRIPTION
 AA0816
 AA0816'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0816'IN LAYTON.
 AA0816'BEGIN AT THE POST OFFICE IN LAYTON, GO 0.2 MILE SOUTHWEST ON U.S.
 AA0816'HIGHWAY 1 TO THE MARK.  THE MARK IS SET IN THE TOP OF A 2-FOOT WIDE
 AA0816'SEAWALL, 60.0 FEET NORTHWEST OF THE CENTERLINE OF U.S. 1, 27.25
 AA0816'FEET WEST-NORTHWEST OF A TELEPHONE POLE, AND 40.6 FEET SOUTHWEST
 AA0816'OF THE NORTHEAST END OF THE SEAWALL.
 AA0816'THE MARK IS 3 FT BELOW HIGHWAY.
 AA0816
 AA0816                          STATION RECOVERY (2018)
 AA0816
 AA0816'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2018 (CJW)
 AA0816'RECOVERED IN GOOD CONDITION.
 AA0816
 AA0816                          STATION RECOVERY (2018)
 AA0816
 AA0816'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0816'RECOVERED IN GOOD CONDITION.
 AA0816'
 AA0816'NOTE-THE FOLLOWING ADDITIONS.  THE MARK IS LOCATED 60.0 FT (18.3 M)
 AA0816'NORTHWEST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 1 (OVERSEAS
 AA0816'HIGHWAY), 40.6 FT (12.4 M) SOUTHWEST OF THE NORTHEAST END OF A
 AA0816'CONCRETE SEA WALL AND 27.2 FT (8.3 M) WEST-NORTHWEST OF A WOODEN POWER
 AA0816'POLE.
 AA0816
 AA0816                          STATION RECOVERY (2025)
 AA0816
 AA0816'RECOVERY NOTE BY FL DEPT OF ENV PRO 2025 (RXG)
 AA0816'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0815 ***********************************************************************
 AA0815  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0815  DESIGNATION -  872 3887 TIDAL 1
 AA0815  PID         -  AA0815
 AA0815  STATE/COUNTY-  FL/MONROE
 AA0815  COUNTRY     -  US
 AA0815  USGS QUAD   -  LONG KEY (2018)
 AA0815
 AA0815                         *CURRENT SURVEY CONTROL
 AA0815  ______________________________________________________________________
 AA0815* NAD 83(1986) POSITION- 24 49 22.     (N) 080 49 02.     (W)   SCALED
 AA0815* NAVD 88 ORTHO HEIGHT -     1.001 (meters)        3.28  (feet) ADJUSTED
 AA0815  ______________________________________________________________________
 AA0815  GEOID HEIGHT    -        -22.898 (meters)                     GEOID18
 AA0815  DYNAMIC HEIGHT  -          0.999 (meters)        3.28  (feet) COMP
 AA0815  MODELED GRAVITY -    978,974.3   (mgal)                       NAVD 88
 AA0815
 AA0815  VERT ORDER      -  FIRST     CLASS II
 AA0815
 AA0815.The horizontal coordinates were scaled from a map and have
 AA0815.an estimated accuracy of +/- 6 seconds.
 AA0815
 AA0815.The orthometric height was determined by differential leveling and
 AA0815.adjusted by the NATIONAL GEODETIC SURVEY
 AA0815.in June 1991.
 AA0815
 AA0815.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0815.GEOID18 height accuracy estimate available here.
 AA0815
 AA0815.This Tidal Bench Mark is designated as VM 6249
 AA0815.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0815
 AA0815.Click photographs - Photos may exist for this station.
 AA0815
 AA0815.The dynamic height is computed by dividing the NAVD 88
 AA0815.geopotential number by the normal gravity value computed on the
 AA0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0815.degrees latitude (g = 980.6199 gals.).
 AA0815
 AA0815.The modeled gravity was interpolated from observed gravity values.
 AA0815
 AA0815;                    North         East    Units  Estimated Accuracy
 AA0815;SPC FL E     -    54,220.      218,480.      MT  (+/- 180 meters Scaled)
 AA0815
 AA0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH184453(NAD 83)
 AA0815
 AA0815                          SUPERSEDED SURVEY CONTROL
 AA0815
 AA0815  NGVD 29 (09/01/92)    1.457  (m)            4.78   (f) ADJUSTED    1 2
 AA0815
 AA0815.Superseded values are not recommended for survey control.
 AA0815
 AA0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0815.See file dsdata.pdf to determine how the superseded data were derived.
 AA0815
 AA0815_MARKER: DJ = TIDAL STATION DISK
 AA0815_SETTING: 66 = SET IN ROCK OUTCROP
 AA0815_STAMPING: NO 1 1975
 AA0815_MARK LOGO: NOS
 AA0815_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0815+STABILITY: POSITION/ELEVATION WELL
 AA0815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0815+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1990
 AA0815
 AA0815  HISTORY     - Date     Condition        Report By
 AA0815  HISTORY     - 1975     MONUMENTED       NOS
 AA0815  HISTORY     - 1982     GOOD             FLDNR
 AA0815  HISTORY     - 19901019 GOOD             FLDNR
 AA0815  HISTORY     - 20190124 MARK NOT FOUND   FLDEP
 AA0815
 AA0815                          STATION DESCRIPTION
 AA0815
 AA0815'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0815'IN LAYTON.
 AA0815'THE MARK IS ABOVE LEVEL WITH GROUND.
 AA0815'BEGIN AT THE POST OFFICE IN LAYTON, GO 0.25 MILE SOUTHWEST ON U.S.
 AA0815'HIGHWAY 1 TO THE JUNCTION OF LONG KEY LAKE DRIVE AND THE MARK.  THE
 AA0815'MARK BEARS 64.5 FEET WEST OF THE CENTERLINE OF THE DRIVE, 51 FEET
 AA0815'SOUTHEAST OF THE CENTERLINE OF U.S. 1, AND 113.5 FEET SOUTHWEST OF
 AA0815'A TELEPHONE POLE.
 AA0815
 AA0815                          STATION RECOVERY (1990)
 AA0815
 AA0815'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0815'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO SOUTHWEST ON
 AA0815'U.S. HIGHWAY 1 FOR 0.25 MI (0.40 KM) TO THE JUNCTION OF LONG KEY
 AA0815'LAKE DRIVE AND THE MARK.  LOCATED 64.5 FT (19.7 M) WEST OF THE
 AA0815'CENTERLINE OF THE DRIVE, 51.0 FT (15.5 M) SOUTHEAST OF THE CENTERLINE
 AA0815'OF U.S. HIGHWAY 1, 113.5 FT (34.6 M) SOUTHWEST OF A TELEPHONE POLE
 AA0815'AND LEVEL WITH THE HIGHWAY.
 AA0815
 AA0815                          STATION RECOVERY (2019)
 AA0815
 AA0815'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (MAH)
 AA0815'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0821 ***********************************************************************
 AA0821  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0821  DESIGNATION -  872 3887 TIDAL 2
 AA0821  PID         -  AA0821
 AA0821  STATE/COUNTY-  FL/MONROE
 AA0821  COUNTRY     -  US
 AA0821  USGS QUAD   -  LONG KEY (2018)
 AA0821
 AA0821                         *CURRENT SURVEY CONTROL
 AA0821  ______________________________________________________________________
 AA0821* NAD 83(1986) POSITION- 24 49 23.     (N) 080 49 02.     (W)   SCALED
 AA0821* NAVD 88 ORTHO HEIGHT -     0.919 (meters)        3.02  (feet) ADJUSTED
 AA0821  ______________________________________________________________________
 AA0821  GEOID HEIGHT    -        -22.898 (meters)                     GEOID18
 AA0821  DYNAMIC HEIGHT  -          0.918 (meters)        3.01  (feet) COMP
 AA0821  MODELED GRAVITY -    978,974.3   (mgal)                       NAVD 88
 AA0821
 AA0821  VERT ORDER      -  SECOND    CLASS I
 AA0821
 AA0821.The horizontal coordinates were scaled from a map and have
 AA0821.an estimated accuracy of +/- 6 seconds.
 AA0821
 AA0821.The orthometric height was determined by differential leveling and
 AA0821.adjusted by the NATIONAL GEODETIC SURVEY
 AA0821.in June 1991.
 AA0821
 AA0821.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0821.GEOID18 height accuracy estimate available here.
 AA0821
 AA0821.This Tidal Bench Mark is designated as VM 6250
 AA0821.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0821
 AA0821.Click photographs - Photos may exist for this station.
 AA0821
 AA0821.The dynamic height is computed by dividing the NAVD 88
 AA0821.geopotential number by the normal gravity value computed on the
 AA0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0821.degrees latitude (g = 980.6199 gals.).
 AA0821
 AA0821.The modeled gravity was interpolated from observed gravity values.
 AA0821
 AA0821;                    North         East    Units  Estimated Accuracy
 AA0821;SPC FL E     -    54,250.      218,480.      MT  (+/- 180 meters Scaled)
 AA0821
 AA0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH184453(NAD 83)
 AA0821
 AA0821                          SUPERSEDED SURVEY CONTROL
 AA0821
 AA0821.No superseded survey control is available for this station.
 AA0821
 AA0821_MARKER: DJ = TIDAL STATION DISK
 AA0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0821_STAMPING: NO 2 1975
 AA0821_MARK LOGO: NOS
 AA0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0821+STABILITY: SURFACE MOTION
 AA0821
 AA0821  HISTORY     - Date     Condition        Report By
 AA0821  HISTORY     - 1975     MONUMENTED       NOS
 AA0821  HISTORY     - 1982     GOOD             FLDNR
 AA0821  HISTORY     - 20190124 MARK NOT FOUND   FLDEP
 AA0821
 AA0821                          STATION DESCRIPTION
 AA0821
 AA0821'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0821'IN LAYTON.
 AA0821'BEGIN AT THE POST OFFICE IN LAYTON, GO 0.25 MILE SOUTHWEST ON U.S.
 AA0821'HIGHWAY 1 TO LONG KEY LAKE DRIVE, GO 0.05 MILE SOUTH ON LONG KEY
 AA0821'LAKE DRIVE TO A ROAD LEADING TO THE PARK RANGERS RESIDENCES AND THE
 AA0821'MARK.  THE MARK BEARS 35.7 FEET WEST OF THE CENTERLINE OF LONG KEY
 AA0821'LAKE DRIVE, AND 14.8 FEET SOUTHWEST OF THE CENTERLINE OF THE PRIVATE
 AA0821'DRIVE.
 AA0821'THE MARK IS ABOVE LEVEL WITH GROUND.
 AA0821
 AA0821                          STATION RECOVERY (2019)
 AA0821
 AA0821'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (MAH)
 AA0821'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0855 ***********************************************************************
 AA0855  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0855  DESIGNATION -  872 3899 D TIDAL
 AA0855  PID         -  AA0855
 AA0855  STATE/COUNTY-  FL/MONROE
 AA0855  COUNTRY     -  US
 AA0855  USGS QUAD   -  LONG KEY (2018)
 AA0855
 AA0855                         *CURRENT SURVEY CONTROL
 AA0855  ______________________________________________________________________
 AA0855* NAD 83(1986) POSITION- 24 48 12.10   (N) 080 51 01.23   (W)   HD_HELD1
 AA0855* NAVD 88 ORTHO HEIGHT -     6.517 (meters)       21.38  (feet) ADJUSTED
 AA0855  ______________________________________________________________________
 AA0855  GEOID HEIGHT    -        -22.831 (meters)                     GEOID18
 AA0855  DYNAMIC HEIGHT  -          6.506 (meters)       21.35  (feet) COMP
 AA0855  MODELED GRAVITY -    978,973.3   (mgal)                       NAVD 88
 AA0855
 AA0855  VERT ORDER      -  FIRST     CLASS II
 AA0855
 AA0855.The horizontal coordinates were determined by differentially corrected
 AA0855.hand held GPS observations or other comparable positioning techniques
 AA0855.and have an estimated accuracy of +/- 3 meters.
 AA0855
 AA0855.The orthometric height was determined by differential leveling and
 AA0855.adjusted by the NATIONAL GEODETIC SURVEY
 AA0855.in June 1991.
 AA0855
 AA0855.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0855.GEOID18 height accuracy estimate available here.
 AA0855
 AA0855.This Tidal Bench Mark is designated as VM 10890
 AA0855.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0855
 AA0855.Click photographs - Photos may exist for this station.
 AA0855
 AA0855.The dynamic height is computed by dividing the NAVD 88
 AA0855.geopotential number by the normal gravity value computed on the
 AA0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0855.degrees latitude (g = 980.6199 gals.).
 AA0855
 AA0855.The modeled gravity was interpolated from observed gravity values.
 AA0855
 AA0855;                    North         East    Units  Estimated Accuracy
 AA0855;SPC FL E     -    52,068.6     215,131.1     MT  (+/- 3 meters HH1 GPS) 
 AA0855
 AA0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH1512543182(NAD 83)
 AA0855
 AA0855                          SUPERSEDED SURVEY CONTROL
 AA0855
 AA0855  NGVD 29 (09/01/92)    6.968  (m)           22.86   (f) ADJUSTED    1 2
 AA0855
 AA0855.Superseded values are not recommended for survey control.
 AA0855
 AA0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0855.See file dsdata.pdf to determine how the superseded data were derived.
 AA0855
 AA0855_MARKER: DD = SURVEY DISK
 AA0855_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0855_SP_SET: BRIDGE GUARDRAIL
 AA0855_STAMPING: 3899 D
 AA0855_MARK LOGO: FLDT
 AA0855_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0855_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0855+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2018
 AA0855
 AA0855  HISTORY     - Date     Condition        Report By
 AA0855  HISTORY     - UNK      MONUMENTED       FLDT
 AA0855  HISTORY     - 1982     GOOD             FLDNR
 AA0855  HISTORY     - 1986     GOOD             FLDNR
 AA0855  HISTORY     - 19901019 GOOD             FLDNR
 AA0855  HISTORY     - 20181216 GOOD             FLDEP
 AA0855
 AA0855                          STATION DESCRIPTION
 AA0855
 AA0855'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0855'2.7 MI SW FROM LAYTON.
 AA0855'BEGIN AT THE POST OFFICE IN LAYTON, GO 2.7 MILES SOUTHWEST ON U.S.
 AA0855'HIGHWAY 1 TO THE BRIDGE OVER LONG KEY CHANNEL AND THE MARK.  THE MARK
 AA0855'BEARS 19.25 FEET NORTHWEST OF THE CENTERLINE OF U.S. 1, 1.7 FEET
 AA0855'NORTHEAST OF THE ABUTMENT, 6.0 FEET SOUTHWEST OF THE NORTHEAST END
 AA0855'OF THE GUARDRAIL, AND IS SET IN THE TOP OF THE GUARDRAIL.
 AA0855'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0855
 AA0855                          STATION RECOVERY (1986)
 AA0855
 AA0855'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0855'RECOVERED IN GOOD CONDITION.
 AA0855
 AA0855                          STATION RECOVERY (1990)
 AA0855
 AA0855'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0855'RECOVERED IN GOOD CONDITION.
 AA0855
 AA0855                          STATION RECOVERY (2018)
 AA0855
 AA0855'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA0855'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1719 ***********************************************************************
 AA1719  DESIGNATION -  872 3899 E TIDAL
 AA1719  PID         -  AA1719
 AA1719  STATE/COUNTY-  FL/MONROE
 AA1719  COUNTRY     -  US
 AA1719  USGS QUAD   -  LONG KEY (2018)
 AA1719
 AA1719                         *CURRENT SURVEY CONTROL
 AA1719  ______________________________________________________________________
 AA1719* NAD 83(1986) POSITION- 24 48 11.93   (N) 080 50 59.81   (W)   HD_HELD1
 AA1719* NAVD 88 ORTHO HEIGHT -     4.920 (meters)       16.14  (feet) ADJUSTED
 AA1719  ______________________________________________________________________
 AA1719  GEOID HEIGHT    -        -22.831 (meters)                     GEOID18
 AA1719  DYNAMIC HEIGHT  -          4.912 (meters)       16.12  (feet) COMP
 AA1719  MODELED GRAVITY -    978,973.3   (mgal)                       NAVD 88
 AA1719
 AA1719  VERT ORDER      -  FIRST     CLASS II
 AA1719
 AA1719.The horizontal coordinates were determined by differentially corrected
 AA1719.hand held GPS observations or other comparable positioning techniques
 AA1719.and have an estimated accuracy of +/- 3 meters.
 AA1719
 AA1719.The orthometric height was determined by differential leveling and
 AA1719.adjusted by the NATIONAL GEODETIC SURVEY
 AA1719.in April 2020.
 AA1719
 AA1719.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1719.GEOID18 height accuracy estimate available here.
 AA1719
 AA1719.Click photographs - Photos may exist for this station.
 AA1719
 AA1719.The dynamic height is computed by dividing the NAVD 88
 AA1719.geopotential number by the normal gravity value computed on the
 AA1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1719.degrees latitude (g = 980.6199 gals.).
 AA1719
 AA1719.The modeled gravity was interpolated from observed gravity values.
 AA1719
 AA1719;                    North         East    Units  Estimated Accuracy
 AA1719;SPC FL E     -    52,063.4     215,171.0     MT  (+/- 3 meters HH1 GPS) 
 AA1719
 AA1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH1516543177(NAD 83)
 AA1719
 AA1719                          SUPERSEDED SURVEY CONTROL
 AA1719
 AA1719  NAVD 88 (05/20/94)    4.920  (m)           16.14   (f) SUPERSEDED  1 2
 AA1719  NGVD 29 (09/01/92)    5.371  (m)           17.62   (f) ADJUSTED    1 2
 AA1719
 AA1719.Superseded values are not recommended for survey control.
 AA1719
 AA1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1719.See file dsdata.pdf to determine how the superseded data were derived.
 AA1719
 AA1719_MARKER: DB = BENCH MARK DISK
 AA1719_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA1719_SP_SET: MANHOLE BASE
 AA1719_STAMPING: 3899 E 1987
 AA1719_MARK LOGO: NOS
 AA1719_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1719+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2018
 AA1719
 AA1719  HISTORY     - Date     Condition        Report By
 AA1719  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1719  HISTORY     - 20181216 GOOD             FLDEP
 AA1719
 AA1719                          STATION DESCRIPTION
 AA1719
 AA1719'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1719'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO SOUTHWEST ON
 AA1719'U.S. HIGHWAY 1 FOR 2.7 MI (4.3 KM) 1 TO THE BRIDGE OVER LONG KEY
 AA1719'CHANNEL AND THE MARK.  LOCATED 126.5 FT (38.6 M) SOUTHWEST OF POWER
 AA1719'POLE NO 1077, 119.0 FT (36.3 M) NORTHEAST OF THE NORTHEAST CORNER OF
 AA1719'THE BRIDGE, 38.2 FT (11.6 M) SOUTHEAST OF THE CENTERLINE OF U.S.
 AA1719'HIGHWAY 1 AND IS SET IN THE SOUTHEAST CORNER OF THE TOP OF A MANHOLE
 AA1719'FOUNDATION.
 AA1719
 AA1719                          STATION RECOVERY (2018)
 AA1719
 AA1719'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (MAH)
 AA1719'RECOVERED IN GOOD CONDITION.
 AA1719'
 AA1719'NOTE-THE FOLLOWING ADDITION.  THE MARK IS 102.4 FT (31.2 M)
 AA1719'EAST-NORTHEAST OF SURVEY MARK 90 97 GPS 25.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0856 ***********************************************************************
 AA0856  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0856  DESIGNATION -  872 3899 TIDAL 1
 AA0856  PID         -  AA0856
 AA0856  STATE/COUNTY-  FL/MONROE
 AA0856  COUNTRY     -  US
 AA0856  USGS QUAD   -  LONG KEY (2018)
 AA0856
 AA0856                         *CURRENT SURVEY CONTROL
 AA0856  ______________________________________________________________________
 AA0856* NAD 83(1986) POSITION- 24 48 13.     (N) 080 50 59.     (W)   SCALED
 AA0856* NAVD 88 ORTHO HEIGHT -     0.513 (meters)        1.68  (feet) ADJUSTED
 AA0856  ______________________________________________________________________
 AA0856  GEOID HEIGHT    -        -22.832 (meters)                     GEOID18
 AA0856  DYNAMIC HEIGHT  -          0.513 (meters)        1.68  (feet) COMP
 AA0856  MODELED GRAVITY -    978,973.3   (mgal)                       NAVD 88
 AA0856
 AA0856  VERT ORDER      -  SECOND    CLASS I
 AA0856
 AA0856.The horizontal coordinates were scaled from a map and have
 AA0856.an estimated accuracy of +/- 6 seconds.
 AA0856
 AA0856.The orthometric height was determined by differential leveling and
 AA0856.adjusted by the NATIONAL GEODETIC SURVEY
 AA0856.in June 1991.
 AA0856
 AA0856.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0856.GEOID18 height accuracy estimate available here.
 AA0856
 AA0856.This Tidal Bench Mark is designated as VM 10886
 AA0856.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0856
 AA0856.Click photographs - Photos may exist for this station.
 AA0856
 AA0856.The dynamic height is computed by dividing the NAVD 88
 AA0856.geopotential number by the normal gravity value computed on the
 AA0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0856.degrees latitude (g = 980.6199 gals.).
 AA0856
 AA0856.The modeled gravity was interpolated from observed gravity values.
 AA0856
 AA0856;                    North         East    Units  Estimated Accuracy
 AA0856;SPC FL E     -    52,100.      215,190.      MT  (+/- 180 meters Scaled)
 AA0856
 AA0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH151432(NAD 83)
 AA0856
 AA0856                          SUPERSEDED SURVEY CONTROL
 AA0856
 AA0856.No superseded survey control is available for this station.
 AA0856
 AA0856_MARKER: DJ = TIDAL STATION DISK
 AA0856_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0856_SP_SET: BRIDGE WINGWALL
 AA0856_STAMPING: NO 1 1975
 AA0856_MARK LOGO: NOS
 AA0856_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0856
 AA0856  HISTORY     - Date     Condition        Report By
 AA0856  HISTORY     - 1975     MONUMENTED       NOS
 AA0856  HISTORY     - 1982     GOOD             FLDNR
 AA0856  HISTORY     - 20190124 MARK NOT FOUND   FLDEP
 AA0856
 AA0856                          STATION DESCRIPTION
 AA0856
 AA0856'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0856'2.7 MI SW FROM LAYTON.
 AA0856'BEGIN AT THE POST OFFICE IN LAYTON, GO 2.7 MILES SOUTHWEST ON U.S.
 AA0856'HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER LONG KEY CHANNEL
 AA0856'AND THE MARK.  THE MARK IS SET IN THE SOUTHEAST WINGWALL OF THE OLD
 AA0856'HIGHWAY BRIDGE, NEAR THE CORNER OF THE WINGWALL AND AN EAST/WEST
 AA0856'CONNECTING SEAWALL, AND 88 FEET SOUTHWEST OF A FLORIDA D.O.T.
 AA0856'WITNESS SIGN.
 AA0856'THE MARK IS 15 FT BELOW HIGHWAY.
 AA0856
 AA0856                          STATION RECOVERY (2019)
 AA0856
 AA0856'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (MAH)
 AA0856'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0857 ***********************************************************************
 AA0857  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0857  DESIGNATION -  872 3899 TIDAL 2
 AA0857  PID         -  AA0857
 AA0857  STATE/COUNTY-  FL/MONROE
 AA0857  COUNTRY     -  US
 AA0857  USGS QUAD   -  LONG KEY (2018)
 AA0857
 AA0857                         *CURRENT SURVEY CONTROL
 AA0857  ______________________________________________________________________
 AA0857* NAD 83(1986) POSITION- 24 48 13.     (N) 080 50 58.     (W)   SCALED
 AA0857* NAVD 88 ORTHO HEIGHT -     0.517 (meters)        1.70  (feet) ADJUSTED
 AA0857  ______________________________________________________________________
 AA0857  GEOID HEIGHT    -        -22.832 (meters)                     GEOID18
 AA0857  DYNAMIC HEIGHT  -          0.516 (meters)        1.69  (feet) COMP
 AA0857  MODELED GRAVITY -    978,973.3   (mgal)                       NAVD 88
 AA0857
 AA0857  VERT ORDER      -  SECOND    CLASS I
 AA0857
 AA0857.The horizontal coordinates were scaled from a map and have
 AA0857.an estimated accuracy of +/- 6 seconds.
 AA0857
 AA0857.The orthometric height was determined by differential leveling and
 AA0857.adjusted by the NATIONAL GEODETIC SURVEY
 AA0857.in June 1991.
 AA0857
 AA0857.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0857.GEOID18 height accuracy estimate available here.
 AA0857
 AA0857.This Tidal Bench Mark is designated as VM 10887
 AA0857.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0857
 AA0857.Click photographs - Photos may exist for this station.
 AA0857
 AA0857.The dynamic height is computed by dividing the NAVD 88
 AA0857.geopotential number by the normal gravity value computed on the
 AA0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0857.degrees latitude (g = 980.6199 gals.).
 AA0857
 AA0857.The modeled gravity was interpolated from observed gravity values.
 AA0857
 AA0857;                    North         East    Units  Estimated Accuracy
 AA0857;SPC FL E     -    52,100.      215,220.      MT  (+/- 180 meters Scaled)
 AA0857
 AA0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH152432(NAD 83)
 AA0857
 AA0857                          SUPERSEDED SURVEY CONTROL
 AA0857
 AA0857.No superseded survey control is available for this station.
 AA0857
 AA0857_MARKER: DJ = TIDAL STATION DISK
 AA0857_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0857_SP_SET: SEAWALL
 AA0857_STAMPING: NO 2 1975
 AA0857_MARK LOGO: NOS
 AA0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0857+STABILITY: SURFACE MOTION
 AA0857
 AA0857  HISTORY     - Date     Condition        Report By
 AA0857  HISTORY     - 1975     MONUMENTED       NOS
 AA0857  HISTORY     - 1982     GOOD             FLDNR
 AA0857  HISTORY     - 20190124 MARK NOT FOUND   FLDEP
 AA0857
 AA0857                          STATION DESCRIPTION
 AA0857
 AA0857'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0857'2.7 MI SW FROM LAYTON.
 AA0857'BEGIN AT THE POST OFFICE IN LAYTON, GO 2.7 MILES SOUTHWEST ON U.S.
 AA0857'HIGHWAY 1 TO THE BRIDGE OVER LONG KEY CHANNEL AND THE VICINITY OF
 AA0857'THE MARK.  THE MARK IS SET IN THE SEAWALL THAT PARALLELS THE
 AA0857'HIGHWAY ON THE SOUTHEAST SIDE, 74 FEET EAST OF A FLORIDA D.O.T.
 AA0857'WITNESS SIGN, AND 155 FEET EAST OF TIDAL BENCH MARK NO 1 1975.
 AA0857'THE MARK IS 15 FT BELOW HIGHWAY.
 AA0857
 AA0857                          STATION RECOVERY (2019)
 AA0857
 AA0857'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (MAH)
 AA0857'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1721 ***********************************************************************
 AA1721  DESIGNATION -  872 3906 E TIDAL
 AA1721  PID         -  AA1721
 AA1721  STATE/COUNTY-  FL/MONROE
 AA1721  COUNTRY     -  US
 AA1721  USGS QUAD   -  GRASSY KEY (2018)
 AA1721
 AA1721                         *CURRENT SURVEY CONTROL
 AA1721  ______________________________________________________________________
 AA1721* NAD 83(1986) POSITION- 24 47 27.74   (N) 080 53 02.84   (W)   HD_HELD1
 AA1721* NAVD 88 ORTHO HEIGHT -     3.718 (meters)       12.20  (feet) ADJUSTED
 AA1721  ______________________________________________________________________
 AA1721  GEOID HEIGHT    -        -22.768 (meters)                     GEOID18
 AA1721  DYNAMIC HEIGHT  -          3.711 (meters)       12.18  (feet) COMP
 AA1721  MODELED GRAVITY -    978,972.1   (mgal)                       NAVD 88
 AA1721
 AA1721  VERT ORDER      -  FIRST     CLASS II
 AA1721
 AA1721.The horizontal coordinates were determined by differentially corrected
 AA1721.hand held GPS observations or other comparable positioning techniques
 AA1721.and have an estimated accuracy of +/- 3 meters.
 AA1721
 AA1721.The orthometric height was determined by differential leveling and
 AA1721.adjusted by the NATIONAL GEODETIC SURVEY
 AA1721.in April 2020.
 AA1721
 AA1721.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1721.GEOID18 height accuracy estimate available here.
 AA1721
 AA1721.Click photographs - Photos may exist for this station.
 AA1721
 AA1721.The dynamic height is computed by dividing the NAVD 88
 AA1721.geopotential number by the normal gravity value computed on the
 AA1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1721.degrees latitude (g = 980.6199 gals.).
 AA1721
 AA1721.The modeled gravity was interpolated from observed gravity values.
 AA1721
 AA1721;                    North         East    Units  Estimated Accuracy
 AA1721;SPC FL E     -    50,700.4     211,716.9     MT  (+/- 3 meters HH1 GPS) 
 AA1721
 AA1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH1171241815(NAD 83)
 AA1721
 AA1721                          SUPERSEDED SURVEY CONTROL
 AA1721
 AA1721  NAVD 88 (05/20/94)    3.718  (m)           12.20   (f) SUPERSEDED  1 2
 AA1721  NGVD 29 (09/01/92)    4.171  (m)           13.68   (f) ADJUSTED    1 2
 AA1721
 AA1721.Superseded values are not recommended for survey control.
 AA1721
 AA1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1721.See file dsdata.pdf to determine how the superseded data were derived.
 AA1721
 AA1721_MARKER: DB = BENCH MARK DISK
 AA1721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1721_SP_SET: BRIDGE WING WALL
 AA1721_STAMPING: 3906 E 1982
 AA1721_MARK LOGO: NOS
 AA1721_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1721+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2019
 AA1721
 AA1721  HISTORY     - Date     Condition        Report By
 AA1721  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1721  HISTORY     - 19901019 GOOD             FLDNR
 AA1721  HISTORY     - 20160222 GOOD             INDIV
 AA1721  HISTORY     - 20190112 GOOD             FLDEP
 AA1721
 AA1721                          STATION DESCRIPTION
 AA1721
 AA1721'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1721'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO SOUTHWEST ON
 AA1721'U.S. HIGHWAY 1 FOR 4.9 MI (7.9 KM) TO THE SOUTHWEST END OF THE
 AA1721'BRIDGE OVER LONG KEY CHANNEL AND THE MARK.  LOCATED 24.0 FT (7.3 M)
 AA1721'SOUTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY BRIDGE, 15.0 FT (4.6
 AA1721'M) EAST OF THE SOUTHWEST END OF THE OLD BRIDGE, 66.3 FT (20.2 M)
 AA1721'NORTH OF THE SOUTH END OF THE WINGWALL AND 3.0 FT (0.9 M) BELOW THE
 AA1721'LEVEL OF THE HIGHWAY.
 AA1721
 AA1721                          STATION RECOVERY (2016)
 AA1721
 AA1721'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JKG)
 AA1721'RECOVERED IN GOOD CONDITION.  THE MARK IS LOCATED ON THE SOUTH WING
 AA1721'WALL AT THE WESTERN END OF THE OLD LONG KEY VIADUCT, WHICH IS NOW A
 AA1721'FISHING PIER AND PART OF THE FLORIDA KEYS OVERSEAS HERITAGE TRAIL.
 AA1721'THE CURRENT U.S. ROUTE 1 BRIDGE IS DIRECTLY NORTH OF THE OLD BRIDGE.
 AA1721
 AA1721                          STATION RECOVERY (2019)
 AA1721
 AA1721'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (MAH)
 AA1721'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1720 ***********************************************************************
 AA1720  DESIGNATION -  872 3906 F
 AA1720  PID         -  AA1720
 AA1720  STATE/COUNTY-  FL/MONROE
 AA1720  COUNTRY     -  US
 AA1720  USGS QUAD   -  GRASSY KEY (2018)
 AA1720
 AA1720                         *CURRENT SURVEY CONTROL
 AA1720  ______________________________________________________________________
 AA1720* NAD 83(1986) POSITION- 24 47 27.82   (N) 080 53 03.96   (W)   HD_HELD1
 AA1720* NAVD 88 ORTHO HEIGHT -     6.032 (meters)       19.79  (feet) ADJUSTED
 AA1720  ______________________________________________________________________
 AA1720  GEOID HEIGHT    -        -22.767 (meters)                     GEOID18
 AA1720  DYNAMIC HEIGHT  -          6.022 (meters)       19.76  (feet) COMP
 AA1720  MODELED GRAVITY -    978,972.1   (mgal)                       NAVD 88
 AA1720
 AA1720  VERT ORDER      -  FIRST     CLASS II
 AA1720
 AA1720.The horizontal coordinates were determined by differentially corrected
 AA1720.hand held GPS observations or other comparable positioning techniques
 AA1720.and have an estimated accuracy of +/- 3 meters.
 AA1720
 AA1720.The orthometric height was determined by differential leveling and
 AA1720.adjusted by the NATIONAL GEODETIC SURVEY
 AA1720.in May 1994.
 AA1720
 AA1720.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1720.GEOID18 height accuracy estimate available here.
 AA1720
 AA1720.Click photographs - Photos may exist for this station.
 AA1720
 AA1720.The dynamic height is computed by dividing the NAVD 88
 AA1720.geopotential number by the normal gravity value computed on the
 AA1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1720.degrees latitude (g = 980.6199 gals.).
 AA1720
 AA1720.The modeled gravity was interpolated from observed gravity values.
 AA1720
 AA1720;                    North         East    Units  Estimated Accuracy
 AA1720;SPC FL E     -    50,702.8     211,685.4     MT  (+/- 3 meters HH1 GPS) 
 AA1720
 AA1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH1168141817(NAD 83)
 AA1720
 AA1720                          SUPERSEDED SURVEY CONTROL
 AA1720
 AA1720  NGVD 29 (09/01/92)    6.486  (m)           21.28   (f) ADJUSTED    1 2
 AA1720
 AA1720.Superseded values are not recommended for survey control.
 AA1720
 AA1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1720.See file dsdata.pdf to determine how the superseded data were derived.
 AA1720
 AA1720_MARKER: DB = BENCH MARK DISK
 AA1720_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1720_SP_SET: BRIDGE GUARD RAIL
 AA1720_STAMPING: 3906 F 1982
 AA1720_MARK LOGO: NOS
 AA1720_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1720+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2019
 AA1720
 AA1720  HISTORY     - Date     Condition        Report By
 AA1720  HISTORY     - 1982     MONUMENTED       NOS
 AA1720  HISTORY     - 19901019 GOOD             FLDNR
 AA1720  HISTORY     - 20160222 GOOD             INDIV
 AA1720  HISTORY     - 20190112 GOOD             FLDEP
 AA1720
 AA1720                          STATION DESCRIPTION
 AA1720
 AA1720'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1720'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO SOUTHWEST ON
 AA1720'U.S. HIGHWAY 1 FOR 4.9 MI (7.9 KM) TO THE SOUTHWEST END OF THE
 AA1720'BRIDGE OVER LONG KEY CHANNEL AND THE MARK.  LOCATED 21.4 FT (6.5 M)
 AA1720'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1, 7.35 FT (2.24 M)
 AA1720'NORTHEAST OF THE SOUTHWEST END OF THE GUARDRAIL, 1.7 FT (0.5 M)
 AA1720'SOUTHWEST OF THE BRIDGE ABUTMENT AND 3.0 FT (0.9 M) ABOVE THE
 AA1720'HIGHWAY.
 AA1720
 AA1720                          STATION RECOVERY (2016)
 AA1720
 AA1720'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JKG)
 AA1720'RECOVERED IN GOOD CONDITION ON THE HIGHWAY BRIDGE OVER LONG KEY
 AA1720'CHANNEL, AS DESCRIBED.  NOTE  THE DESIGNATION IS RECORDED IN THE
 AA1720'DATABASE AS 3706 F BUT THE DISK IS STAMPED 3906 F.
 AA1720
 AA1720                          STATION RECOVERY (2019)
 AA1720
 AA1720'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (MAH)
 AA1720'THE MARK IS ABOUT 24.4 MI (39.3 KM) WEST-SOUTHWEST OF PLANTATION, 24.2
 AA1720'MI (38.9 KM) SOUTH OF FLAMINGO AND 14.0 MI (22.5 KM) EAST-NORTHEAST OF
 AA1720'MARATHON.
 AA1720'
 AA1720'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO SOUTHWEST ON U.S.
 AA1720'HIGHWAY 1 (OVERSEAS HIGHWAY) FOR 5.1 MI (8.2 KM) TO THE SOUTHEAST END
 AA1720'OF THE DANTE B. FASCELL BRIDGE AT LONG KEY (CHANNEL NUMBER 90094) AND
 AA1720'THE MARK ON THE LEFT, SET IN THE TOP OF THE CONCRETE BRIDGE GUARD RAIL
 AA1720'AND 3.0 FT (0.9 M) ABOVE THE LEVEL OF U.S. HIGHWAY 1 (OVERSEAS
 AA1720'HIGHWAY).
 AA1720'
 AA1720'LOCATED 85.7 FT (26.1 M) EAST-NORTHEAST OF SURVEY MARK 90 97 GPS 24,
 AA1720'19.4 FT (5.9 M) SOUTH-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF U.S.
 AA1720'HIGHWAY 1 (OVERSEAS HIGHWAY), 30.6 FT (9.3 M) NORTH-NORTHWEST OF THE
 AA1720'APPROXIMATE CENTERLINE OF THE FLORIDA KEYS HERITAGE BIKE TRAIL, 7.4 FT
 AA1720'(2.3 M) EAST-NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE BRIDGE
 AA1720'GUARD RAIL AND 0.8 FT (24 CM) WEST-SOUTHWEST OF THE NORTHEAST END OF
 AA1720'THE CONCRETE BRIDGE GUARD RAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3388 ***********************************************************************
 DR3388  DESIGNATION -  872 3906 G
 DR3388  PID         -  DR3388
 DR3388  STATE/COUNTY-  FL/MONROE
 DR3388  COUNTRY     -  US
 DR3388  USGS QUAD   -  GRASSY KEY (2018)
 DR3388
 DR3388                         *CURRENT SURVEY CONTROL
 DR3388  ______________________________________________________________________
 DR3388* NAD 83(1986) POSITION- 24 47 28.20   (N) 080 53 04.11   (W)   HD_HELD1
 DR3388* NAVD 88 ORTHO HEIGHT -     6.032 (meters)       19.79  (feet) ADJUSTED
 DR3388  ______________________________________________________________________
 DR3388  GEOID HEIGHT    -        -22.767 (meters)                     GEOID18
 DR3388  DYNAMIC HEIGHT  -          6.022 (meters)       19.76  (feet) COMP
 DR3388  MODELED GRAVITY -    978,972.0   (mgal)                       NAVD 88
 DR3388
 DR3388  VERT ORDER      -  FIRST     CLASS II
 DR3388
 DR3388.The horizontal coordinates were determined by differentially corrected
 DR3388.hand held GPS observations or other comparable positioning techniques
 DR3388.and have an estimated accuracy of +/- 3 meters.
 DR3388
 DR3388.The orthometric height was determined by differential leveling and
 DR3388.adjusted by the NATIONAL GEODETIC SURVEY
 DR3388.in April 2020.
 DR3388
 DR3388.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3388.GEOID18 height accuracy estimate available here.
 DR3388
 DR3388.Click photographs - Photos may exist for this station.
 DR3388
 DR3388.The dynamic height is computed by dividing the NAVD 88
 DR3388.geopotential number by the normal gravity value computed on the
 DR3388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3388.degrees latitude (g = 980.6199 gals.).
 DR3388
 DR3388.The modeled gravity was interpolated from observed gravity values.
 DR3388
 DR3388;                    North         East    Units  Estimated Accuracy
 DR3388;SPC FL E     -    50,714.5     211,681.2     MT  (+/- 3 meters HH1 GPS) 
 DR3388
 DR3388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH1167741829(NAD 83)
 DR3388
 DR3388                          SUPERSEDED SURVEY CONTROL
 DR3388
 DR3388.No superseded survey control is available for this station.
 DR3388
 DR3388_MARKER: DB = BENCH MARK DISK
 DR3388_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR3388_SP_SET: BRIDGE GUARD RAIL
 DR3388_STAMPING: 3906 G 1982
 DR3388_MARK LOGO: NOS
 DR3388_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3388_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR3388+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2019
 DR3388
 DR3388  HISTORY     - Date     Condition        Report By
 DR3388  HISTORY     - 1982     MONUMENTED       NOS
 DR3388  HISTORY     - 20190112 GOOD             FLDEP
 DR3388
 DR3388                          STATION DESCRIPTION
 DR3388
 DR3388'DESCRIBED BY FL DEPT OF ENV PRO 2019 (MAH)
 DR3388'THE MARK IS ABOUT 24.4 MI (39.3 KM) WEST-SOUTHWEST OF PLANTATION, 24.2
 DR3388'MI (39.0 KM) SOUTH OF FLAMINGO AND 14.0 MI (22.6 KM) EAST-NORTHEAST OF
 DR3388'MARATHON.
 DR3388'
 DR3388'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO SOUTHWEST ON U.S.
 DR3388'HIGHWAY 1 (OVERSEAS HIGHWAY) FOR 5.1 MI (8.2 KM) TO THE SOUTHWEST END
 DR3388'OF THE DANTE B. FASCELL BRIDGE AT LONG KEY (CHANNEL NUMBER 90094) AND
 DR3388'THE MARK ON THE RIGHT, SET IN THE TOP OF THE CONCRETE BRIDGE GUARD
 DR3388'RAIL AND 3.0 FT (0.9 M) ABOVE THE LEVEL OF U.S. HIGHWAY 1 (OVERSEAS
 DR3388'HIGHWAY).
 DR3388'
 DR3388'LOCATED 19.9 FT (6.1 M) NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE
 DR3388'OF U.S. HIGHWAY 1 (OVERSEAS HIGHWAY), 7.4 FT (2.3 M) EAST-SOUTHEAST OF
 DR3388'THE WEST END OF A CONCRETE BRIDGE GUARD RAIL, 1.1 FT (0.3 M)
 DR3388'WEST-SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE BRIDGE GUARD RAIL,
 DR3388'0.7 FT (21 CM) SOUTH OF THE NORTH END OF THE CONCRETE BRIDGE GUARD
 DR3388'RAIL AND 0.7 FT (21 CM) NORTH OF A METAL GUARD RAIL WITH A WITNESS
 DR3388'STICKER ATTACHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1723 ***********************************************************************
 AA1723  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1723  DESIGNATION -  872 3912 D TIDAL
 AA1723  PID         -  AA1723
 AA1723  STATE/COUNTY-  FL/MONROE
 AA1723  COUNTRY     -  US
 AA1723  USGS QUAD   -  GRASSY KEY (2018)
 AA1723
 AA1723                         *CURRENT SURVEY CONTROL
 AA1723  ______________________________________________________________________
 AA1723* NAD 83(1986) POSITION- 24 46 59.73   (N) 080 54 22.42   (W)   HD_HELD1
 AA1723* NAVD 88 ORTHO HEIGHT -     4.311 (meters)       14.14  (feet) ADJUSTED
 AA1723  ______________________________________________________________________
 AA1723  GEOID HEIGHT    -        -22.719 (meters)                     GEOID18
 AA1723  DYNAMIC HEIGHT  -          4.303 (meters)       14.12  (feet) COMP
 AA1723  MODELED GRAVITY -    978,971.3   (mgal)                       NAVD 88
 AA1723
 AA1723  VERT ORDER      -  FIRST     CLASS II
 AA1723
 AA1723.The horizontal coordinates were determined by differentially corrected
 AA1723.hand held GPS observations or other comparable positioning techniques
 AA1723.and have an estimated accuracy of +/- 3 meters.
 AA1723
 AA1723.The orthometric height was determined by differential leveling and
 AA1723.adjusted by the NATIONAL GEODETIC SURVEY
 AA1723.in May 1994.
 AA1723
 AA1723.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1723.GEOID18 height accuracy estimate available here.
 AA1723
 AA1723.This Tidal Bench Mark is designated as VM 6258
 AA1723.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1723
 AA1723.Click photographs - Photos may exist for this station.
 AA1723
 AA1723.The dynamic height is computed by dividing the NAVD 88
 AA1723.geopotential number by the normal gravity value computed on the
 AA1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1723.degrees latitude (g = 980.6199 gals.).
 AA1723
 AA1723.The modeled gravity was interpolated from observed gravity values.
 AA1723
 AA1723;                    North         East    Units  Estimated Accuracy
 AA1723;SPC FL E     -    49,836.9     209,482.3     MT  (+/- 3 meters HH1 GPS) 
 AA1723
 AA1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0947940951(NAD 83)
 AA1723
 AA1723                          SUPERSEDED SURVEY CONTROL
 AA1723
 AA1723  NGVD 29 (09/01/92)    4.761  (m)           15.62   (f) ADJUSTED    1 2
 AA1723
 AA1723.Superseded values are not recommended for survey control.
 AA1723
 AA1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1723.See file dsdata.pdf to determine how the superseded data were derived.
 AA1723
 AA1723_MARKER: DB = BENCH MARK DISK
 AA1723_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1723_SP_SET: BRIDGE WING WALL
 AA1723_STAMPING: 3912D 1982
 AA1723_MARK LOGO: NOS
 AA1723_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1723+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2018
 AA1723
 AA1723  HISTORY     - Date     Condition        Report By
 AA1723  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1723  HISTORY     - 19901019 GOOD             FLDNR
 AA1723  HISTORY     - 20181213 GOOD             FLDEP
 AA1723
 AA1723                          STATION DESCRIPTION
 AA1723
 AA1723'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1723'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO SOUTHWEST ON
 AA1723'U.S. HIGHWAY 1 FOR 6.4 MI (10.3 KM) TO THE BRIDGE OVER TOMS HARBOR
 AA1723'CUT AND THE MARK.  LOCATED 24.4 FT (7.4 M) SOUTHEAST OF THE
 AA1723'CENTERLINE OF THE HIGHWAY, 11.4 FT (3.5 M) WEST-SOUTHWEST OF THE
 AA1723'NORTHEAST END OF THE CONCRETE BRIDGE GUARDRAIL, 60.4 FT (18.4 M)
 AA1723'NORTHEAST OF A METAL GUARD FOR THE AQUEDUCT PIPE LINE AND LEVEL WITH
 AA1723'THE HIGHWAY.
 AA1723
 AA1723                          STATION RECOVERY (2018)
 AA1723
 AA1723'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA1723'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1722 ***********************************************************************
 AA1722  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1722  DESIGNATION -  872 3912 E TIDAL
 AA1722  PID         -  AA1722
 AA1722  STATE/COUNTY-  FL/MONROE
 AA1722  COUNTRY     -  US
 AA1722  USGS QUAD   -  GRASSY KEY (2018)
 AA1722
 AA1722                         *CURRENT SURVEY CONTROL
 AA1722  ______________________________________________________________________
 AA1722* NAD 83(1986) POSITION- 24 47 00.18   (N) 080 54 22.62   (W)   HD_HELD1
 AA1722* NAVD 88 ORTHO HEIGHT -     5.155 (meters)       16.91  (feet) ADJUSTED
 AA1722  ______________________________________________________________________
 AA1722  GEOID HEIGHT    -        -22.719 (meters)                     GEOID18
 AA1722  DYNAMIC HEIGHT  -          5.146 (meters)       16.88  (feet) COMP
 AA1722  MODELED GRAVITY -    978,971.3   (mgal)                       NAVD 88
 AA1722
 AA1722  VERT ORDER      -  FIRST     CLASS II
 AA1722
 AA1722.The horizontal coordinates were determined by differentially corrected
 AA1722.hand held GPS observations or other comparable positioning techniques
 AA1722.and have an estimated accuracy of +/- 3 meters.
 AA1722
 AA1722.The orthometric height was determined by differential leveling and
 AA1722.adjusted by the NATIONAL GEODETIC SURVEY
 AA1722.in May 1994.
 AA1722
 AA1722.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1722.GEOID18 height accuracy estimate available here.
 AA1722
 AA1722.This Tidal Bench Mark is designated as VM 6259
 AA1722.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1722
 AA1722.Click photographs - Photos may exist for this station.
 AA1722
 AA1722.The dynamic height is computed by dividing the NAVD 88
 AA1722.geopotential number by the normal gravity value computed on the
 AA1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1722.degrees latitude (g = 980.6199 gals.).
 AA1722
 AA1722.The modeled gravity was interpolated from observed gravity values.
 AA1722
 AA1722;                    North         East    Units  Estimated Accuracy
 AA1722;SPC FL E     -    49,850.7     209,476.7     MT  (+/- 3 meters HH1 GPS) 
 AA1722
 AA1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0947340965(NAD 83)
 AA1722
 AA1722                          SUPERSEDED SURVEY CONTROL
 AA1722
 AA1722  NGVD 29 (09/01/92)    5.605  (m)           18.39   (f) ADJUSTED    1 2
 AA1722
 AA1722.Superseded values are not recommended for survey control.
 AA1722
 AA1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1722.See file dsdata.pdf to determine how the superseded data were derived.
 AA1722
 AA1722_MARKER: DD = SURVEY DISK
 AA1722_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1722_SP_SET: BRIDGE GUARDRAIL
 AA1722_STAMPING: 3912 E
 AA1722_MARK LOGO: FLDT
 AA1722_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1722+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2018
 AA1722
 AA1722  HISTORY     - Date     Condition        Report By
 AA1722  HISTORY     - UNK      MONUMENTED       FLDT
 AA1722  HISTORY     - 19901019 GOOD             FLDNR
 AA1722  HISTORY     - 20181213 GOOD             FLDEP
 AA1722
 AA1722                          STATION DESCRIPTION
 AA1722
 AA1722'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1722'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO SOUTHWEST ON
 AA1722'U.S. HIGHWAY 1 FOR 6.4 MI (10.3 KM) TO THE BRIDGE OVER TOMS HARBOR
 AA1722'CUT AND THE MARK, SET IN THE TOP OF THE GUARDRAIL.  LOCATED 19.0 FT
 AA1722'(5.8 M) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 9.9 FT (3.0 M)
 AA1722'SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE GUARDRAIL AND 1.2 FT
 AA1722'(0.4 M) NORTHEAST OF THE NORTHEAST BRIDGE ABUTMENT.
 AA1722
 AA1722                          STATION RECOVERY (2018)
 AA1722
 AA1722'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA1722'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0860 ***********************************************************************
 AA0860  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0860  DESIGNATION -  872 3918 D TIDAL
 AA0860  PID         -  AA0860
 AA0860  STATE/COUNTY-  FL/MONROE
 AA0860  COUNTRY     -  US
 AA0860  USGS QUAD   -  GRASSY KEY (2018)
 AA0860
 AA0860                         *CURRENT SURVEY CONTROL
 AA0860  ______________________________________________________________________
 AA0860* NAD 83(1986) POSITION- 24 46 36.     (N) 080 55 22.     (W)   SCALED
 AA0860* NAVD 88 ORTHO HEIGHT -     5.135 (meters)       16.85  (feet) ADJUSTED
 AA0860  ______________________________________________________________________
 AA0860  GEOID HEIGHT    -        -22.680 (meters)                     GEOID18
 AA0860  DYNAMIC HEIGHT  -          5.127 (meters)       16.82  (feet) COMP
 AA0860  MODELED GRAVITY -    978,970.7   (mgal)                       NAVD 88
 AA0860
 AA0860  VERT ORDER      -  FIRST     CLASS II
 AA0860
 AA0860.The horizontal coordinates were scaled from a map and have
 AA0860.an estimated accuracy of +/- 6 seconds.
 AA0860
 AA0860.The orthometric height was determined by differential leveling and
 AA0860.adjusted by the NATIONAL GEODETIC SURVEY
 AA0860.in June 1991.
 AA0860
 AA0860.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0860.GEOID18 height accuracy estimate available here.
 AA0860
 AA0860.This Tidal Bench Mark is designated as VM 6261
 AA0860.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0860
 AA0860.Click photographs - Photos may exist for this station.
 AA0860
 AA0860.The dynamic height is computed by dividing the NAVD 88
 AA0860.geopotential number by the normal gravity value computed on the
 AA0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0860.degrees latitude (g = 980.6199 gals.).
 AA0860
 AA0860.The modeled gravity was interpolated from observed gravity values.
 AA0860
 AA0860;                    North         East    Units  Estimated Accuracy
 AA0860;SPC FL E     -    49,110.      207,810.      MT  (+/- 180 meters Scaled)
 AA0860
 AA0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH078402(NAD 83)
 AA0860
 AA0860                          SUPERSEDED SURVEY CONTROL
 AA0860
 AA0860  NGVD 29 (09/01/92)    5.585  (m)           18.32   (f) ADJUSTED    1 2
 AA0860
 AA0860.Superseded values are not recommended for survey control.
 AA0860
 AA0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0860.See file dsdata.pdf to determine how the superseded data were derived.
 AA0860
 AA0860_MARKER: DD = SURVEY DISK
 AA0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0860_SP_SET: BRIDGE GUARD RAIL
 AA0860_STAMPING: 3918 D
 AA0860_MARK LOGO: FLDT
 AA0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0860+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1990
 AA0860
 AA0860  HISTORY     - Date     Condition        Report By
 AA0860  HISTORY     - UNK      MONUMENTED       FLDT
 AA0860  HISTORY     - 1982     GOOD             FLDNR
 AA0860  HISTORY     - 1986     GOOD             FLDNR
 AA0860  HISTORY     - 19901019 GOOD             FLDNR
 AA0860  HISTORY     - 20181103 MARK NOT FOUND   FLDEP
 AA0860
 AA0860                          STATION DESCRIPTION
 AA0860
 AA0860'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0860'7.6 MI SW FROM LAYTON.
 AA0860'BEGIN AT THE POST OFFICE IN LAYTON, GO 7.6 MILES SOUTHWEST ON U.S.
 AA0860'HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE OVER TOMS HARBOR
 AA0860'CHANNEL AND THE MARK.  THE MARK BEARS 19.1 FEET SOUTHEAST OF THE
 AA0860'CENTERLINE OF U.S. 1, 10.4 FEET NORTHEAST OF THE SOUTHWEST END OF
 AA0860'THE GUARDRAIL, AND 0.7 FOOT SOUTHWEST OF THE BRIDGE ABUTMENT.
 AA0860'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0860
 AA0860                          STATION RECOVERY (1986)
 AA0860
 AA0860'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0860'RECOVERED IN GOOD CONDITION.
 AA0860
 AA0860                          STATION RECOVERY (1990)
 AA0860
 AA0860'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0860'RECOVERED IN GOOD CONDITION--ADD 2.8 FT (0.9 M) ABOVE THE HIGHWAY.
 AA0860
 AA0860                          STATION RECOVERY (2018)
 AA0860
 AA0860'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0860'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AA0860'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0859 ***********************************************************************
 AA0859  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0859  DESIGNATION -  872 3918 E TIDAL
 AA0859  PID         -  AA0859
 AA0859  STATE/COUNTY-  FL/MONROE
 AA0859  COUNTRY     -  US
 AA0859  USGS QUAD   -  GRASSY KEY (2018)
 AA0859
 AA0859                         *CURRENT SURVEY CONTROL
 AA0859  ______________________________________________________________________
 AA0859* NAD 83(1986) POSITION- 24 46 43.     (N) 080 55 09.     (W)   SCALED
 AA0859* NAVD 88 ORTHO HEIGHT -     5.145 (meters)       16.88  (feet) ADJUSTED
 AA0859  ______________________________________________________________________
 AA0859  GEOID HEIGHT    -        -22.689 (meters)                     GEOID18
 AA0859  DYNAMIC HEIGHT  -          5.137 (meters)       16.85  (feet) COMP
 AA0859  MODELED GRAVITY -    978,970.7   (mgal)                       NAVD 88
 AA0859
 AA0859  VERT ORDER      -  FIRST     CLASS II
 AA0859
 AA0859.The horizontal coordinates were scaled from a map and have
 AA0859.an estimated accuracy of +/- 6 seconds.
 AA0859
 AA0859.The orthometric height was determined by differential leveling and
 AA0859.adjusted by the NATIONAL GEODETIC SURVEY
 AA0859.in June 1991.
 AA0859
 AA0859.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0859.GEOID18 height accuracy estimate available here.
 AA0859
 AA0859.This Tidal Bench Mark is designated as VM 6262
 AA0859.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0859
 AA0859.Click photographs - Photos may exist for this station.
 AA0859
 AA0859.The dynamic height is computed by dividing the NAVD 88
 AA0859.geopotential number by the normal gravity value computed on the
 AA0859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0859.degrees latitude (g = 980.6199 gals.).
 AA0859
 AA0859.The modeled gravity was interpolated from observed gravity values.
 AA0859
 AA0859;                    North         East    Units  Estimated Accuracy
 AA0859;SPC FL E     -    49,320.      208,170.      MT  (+/- 180 meters Scaled)
 AA0859
 AA0859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH081404(NAD 83)
 AA0859
 AA0859                          SUPERSEDED SURVEY CONTROL
 AA0859
 AA0859  NGVD 29 (09/01/92)    5.597  (m)           18.36   (f) ADJUSTED    1 2
 AA0859
 AA0859.Superseded values are not recommended for survey control.
 AA0859
 AA0859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0859.See file dsdata.pdf to determine how the superseded data were derived.
 AA0859
 AA0859_MARKER: DD = SURVEY DISK
 AA0859_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0859_SP_SET: BRIDGE GUARDRAIL
 AA0859_STAMPING: 3918 E
 AA0859_MARK LOGO: FLDT
 AA0859_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0859
 AA0859  HISTORY     - Date     Condition        Report By
 AA0859  HISTORY     - UNK      MONUMENTED       FLDT
 AA0859  HISTORY     - 1982     GOOD             FLDNR
 AA0859  HISTORY     - 1986     GOOD             FLDNR
 AA0859  HISTORY     - 19901019 GOOD             FLDNR
 AA0859  HISTORY     - 20181103 MARK NOT FOUND   FLDEP
 AA0859
 AA0859                          STATION DESCRIPTION
 AA0859
 AA0859'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0859'7.3 MI SW FROM LAYTON.
 AA0859'BEGIN AT THE POST OFFICE IN LAYTON, GO 7.3 MILES SOUTHWEST ON U.S.
 AA0859'HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER TOMS HARBOR CHANNEL
 AA0859'AND THE MARK.  THE MARK BEARS 19.8 FEET NORTHWEST OF THE CENTERLINE
 AA0859'OF U.S. 1, 10.0 FEET SOUTHWEST OF THE NORTHEAST END OF THE GUARDRAIL,
 AA0859'AND 1.0 FOOT NORTHEAST OF THE BRIDGE ABUTMENT.
 AA0859'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0859
 AA0859                          STATION RECOVERY (1986)
 AA0859
 AA0859'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0859'RECOVERED IN GOOD CONDITION.
 AA0859
 AA0859                          STATION RECOVERY (1990)
 AA0859
 AA0859'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0859'RECOVERED IN GOOD CONDITION.
 AA0859
 AA0859                          STATION RECOVERY (2018)
 AA0859
 AA0859'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0859'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AA0859'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0361 ***********************************************************************
 AA0361  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0361  DESIGNATION -  872 3918 TIDAL 1
 AA0361  PID         -  AA0361
 AA0361  STATE/COUNTY-  FL/MONROE
 AA0361  COUNTRY     -  US
 AA0361  USGS QUAD   -  GRASSY KEY (2018)
 AA0361
 AA0361                         *CURRENT SURVEY CONTROL
 AA0361  ______________________________________________________________________
 AA0361* NAD 83(1986) POSITION- 24 46 36.52   (N) 080 55 24.56   (W)   HD_HELD1
 AA0361* NAVD 88 ORTHO HEIGHT -     0.444 (meters)        1.46  (feet) ADJUSTED
 AA0361  ______________________________________________________________________
 AA0361  GEOID HEIGHT    -        -22.678 (meters)                     GEOID18
 AA0361  DYNAMIC HEIGHT  -          0.443 (meters)        1.45  (feet) COMP
 AA0361  MODELED GRAVITY -    978,970.7   (mgal)                       NAVD 88
 AA0361
 AA0361  VERT ORDER      -  FIRST     CLASS II
 AA0361
 AA0361.The horizontal coordinates were determined by differentially corrected
 AA0361.hand held GPS observations or other comparable positioning techniques
 AA0361.and have an estimated accuracy of +/- 3 meters.
 AA0361
 AA0361.The orthometric height was determined by differential leveling and
 AA0361.adjusted by the NATIONAL GEODETIC SURVEY
 AA0361.in June 1991.
 AA0361
 AA0361.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0361.GEOID18 height accuracy estimate available here.
 AA0361
 AA0361.This Tidal Bench Mark is designated as VM 6260
 AA0361.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0361
 AA0361.Click photographs - Photos may exist for this station.
 AA0361
 AA0361.The dynamic height is computed by dividing the NAVD 88
 AA0361.geopotential number by the normal gravity value computed on the
 AA0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0361.degrees latitude (g = 980.6199 gals.).
 AA0361
 AA0361.The modeled gravity was interpolated from observed gravity values.
 AA0361
 AA0361;                    North         East    Units  Estimated Accuracy
 AA0361;SPC FL E     -    49,121.7     207,737.2     MT  (+/- 3 meters HH1 GPS) 
 AA0361
 AA0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0773440236(NAD 83)
 AA0361
 AA0361                          SUPERSEDED SURVEY CONTROL
 AA0361
 AA0361  NGVD 29 (??/??/92)    0.894  (m)            2.93   (f) SUPERSEDED  1 2
 AA0361  NGVD 29 (09/01/92)    0.895  (m)            2.94   (f) ADJUSTED    1 2
 AA0361
 AA0361.Superseded values are not recommended for survey control.
 AA0361
 AA0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0361.See file dsdata.pdf to determine how the superseded data were derived.
 AA0361
 AA0361_MARKER: DB = BENCH MARK DISK
 AA0361_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0361_SP_SET: WINGWALL
 AA0361_STAMPING: 1 1935
 AA0361_MARK LOGO: CGS
 AA0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0361+STABILITY: SURFACE MOTION
 AA0361
 AA0361  HISTORY     - Date     Condition        Report By
 AA0361  HISTORY     - 1935     MONUMENTED       CGS
 AA0361  HISTORY     - 1966     GOOD             CGS
 AA0361  HISTORY     - 1979     GOOD             NGS
 AA0361  HISTORY     - 1982     GOOD             FLDNR
 AA0361  HISTORY     - 1986     GOOD             FLDNR
 AA0361  HISTORY     - 20181215 MARK NOT FOUND   FLDEP
 AA0361
 AA0361                          STATION DESCRIPTION
 AA0361
 AA0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0361'7.6 MI SW FROM LAYTON.
 AA0361'7.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 AA0361'AT LAYTON, AT THE SOUTHWEST END OF THE 0.3 MILE HIGHWAY BRIDGE
 AA0361'OVER TOMS HARBOR CHANNEL, IN THE TOP NEAR THE SOUTHWEST
 AA0361'END OF A SHORT SEA WALL AT THE SOUTHWEST END OF THE CONCRETE
 AA0361'WING WALL OF THE BRIDGE, 70 FEET SOUTHEAST OF THE CENTER LINE
 AA0361'OF THE HIGHWAY, 2.0 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 AA0361'SEA WALL, AND ABOUT 15.0 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0361
 AA0361                          STATION RECOVERY (1979)
 AA0361
 AA0361'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AA0361'RECOVERED IN GOOD CONDITION.
 AA0361
 AA0361                          STATION RECOVERY (1982)
 AA0361
 AA0361'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0361'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AA0361'A NEW BRIDGE WAS BUILT AND THE OLD BRIDGE IS NOW USED AS A FISHING
 AA0361'PIER.
 AA0361
 AA0361                          STATION RECOVERY (1986)
 AA0361
 AA0361'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0361'RECOVERED IN GOOD CONDITION.
 AA0361
 AA0361                          STATION RECOVERY (2018)
 AA0361
 AA0361'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0361'DESTROYED.  NOTE SEE PHOTOS 20190506 (DESTROYED) THE DISK WAS REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0661 ***********************************************************************
 AA0661  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0661  DESIGNATION -  872 3918 TIDAL 1
 AA0661  PID         -  AA0661
 AA0661  STATE/COUNTY-  FL/MONROE
 AA0661  COUNTRY     -  US
 AA0661  USGS QUAD   -  GRASSY KEY (2018)
 AA0661
 AA0661                         *CURRENT SURVEY CONTROL
 AA0661  ______________________________________________________________________
 AA0661* NAD 83(1986) POSITION- 24 46 36.99   (N) 080 55 24.31   (W)   HD_HELD1
 AA0661* NAVD 88 ORTHO HEIGHT -     2.410 (meters)        7.91  (feet) ADJUSTED
 AA0661  ______________________________________________________________________
 AA0661  GEOID HEIGHT    -        -22.679 (meters)                     GEOID18
 AA0661  DYNAMIC HEIGHT  -          2.406 (meters)        7.89  (feet) COMP
 AA0661  MODELED GRAVITY -    978,970.7   (mgal)                       NAVD 88
 AA0661
 AA0661  VERT ORDER      -  FIRST     CLASS II
 AA0661
 AA0661.The horizontal coordinates were determined by differentially corrected
 AA0661.hand held GPS observations or other comparable positioning techniques
 AA0661.and have an estimated accuracy of +/- 3 meters.
 AA0661
 AA0661.The orthometric height was determined by differential leveling and
 AA0661.adjusted by the NATIONAL GEODETIC SURVEY
 AA0661.in June 1991.
 AA0661
 AA0661.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0661.GEOID18 height accuracy estimate available here.
 AA0661
 AA0661.This Tidal Bench Mark is designated as VM 6263
 AA0661.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0661
 AA0661.Click photographs - Photos may exist for this station.
 AA0661
 AA0661.The dynamic height is computed by dividing the NAVD 88
 AA0661.geopotential number by the normal gravity value computed on the
 AA0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0661.degrees latitude (g = 980.6199 gals.).
 AA0661
 AA0661.The modeled gravity was interpolated from observed gravity values.
 AA0661
 AA0661;                    North         East    Units  Estimated Accuracy
 AA0661;SPC FL E     -    49,136.1     207,744.3     MT  (+/- 3 meters HH1 GPS) 
 AA0661
 AA0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0774140251(NAD 83)
 AA0661
 AA0661                          SUPERSEDED SURVEY CONTROL
 AA0661
 AA0661  NGVD 29 (09/01/92)    2.860  (m)            9.38   (f) ADJUSTED    1 2
 AA0661
 AA0661.Superseded values are not recommended for survey control.
 AA0661
 AA0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0661.See file dsdata.pdf to determine how the superseded data were derived.
 AA0661
 AA0661_MARKER: DJ = TIDAL STATION DISK
 AA0661_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0661_SP_SET: BRIDGE WING WALL
 AA0661_STAMPING: NO 1 1975
 AA0661_MARK LOGO: NOS
 AA0661_PROJECTION: FLUSH
 AA0661_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0661_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0661+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2025
 AA0661
 AA0661  HISTORY     - Date     Condition        Report By
 AA0661  HISTORY     - 1975     MONUMENTED       NOS
 AA0661  HISTORY     - 1979     GOOD             NGS
 AA0661  HISTORY     - 1982     GOOD             FLDNR
 AA0661  HISTORY     - 1986     GOOD             FLDNR
 AA0661  HISTORY     - 20071019 GOOD             GEOCAC
 AA0661  HISTORY     - 20181215 GOOD             FLDEP
 AA0661  HISTORY     - 20251105 GOOD             FLDEP
 AA0661
 AA0661                          STATION DESCRIPTION
 AA0661
 AA0661'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979
 AA0661'7.6 MI SW FROM LAYTON.
 AA0661'7.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 AA0661'LAYTON, AT THE SOUTHWEST END OF THE BRIDGE OVER TOMS HARBOR CHANNEL,
 AA0661'9.25 METERS SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 18 METERS
 AA0661'SOUTHEAST OF BM Q 278, 16.25 METERS NORTH OF BM TIDAL STA 27 TIDAL BM
 AA0661'THE SOUTH WINGWALL OF THE WEST ABUTMENT OF THE BRIDGE
 AA0661'THE MARK IS 6 FT BELOW HIGHWAY.
 AA0661
 AA0661                          STATION RECOVERY (1982)
 AA0661
 AA0661'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0661'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AA0661'BEGIN AT THE POST OFFICE IN LAYTON, GO 7.6 MILES SOUTHWEST ON U.S.
 AA0661'HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE OVER TOMS HARBOR CHANNEL
 AA0661'AND THE MARK.  THE MARK IS SET IN THE SOUTH WINGWALL OF THE OLD
 AA0661'BRIDGE, NOW USED AS A FISHING PIER, AND IS 31.5 FEET SOUTHEAST OF THE
 AA0661'CENTERLINE OF THE OLD BRIDGE.
 AA0661'THE MARK IS 3 FT BELOW HIGHWAY.
 AA0661
 AA0661                          STATION RECOVERY (1986)
 AA0661
 AA0661'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0661'RECOVERED IN GOOD CONDITION.
 AA0661
 AA0661                          STATION RECOVERY (2007)
 AA0661
 AA0661'RECOVERY NOTE BY GEOCACHING 2007 (RLM)
 AA0661'RECOVERED IN GOOD CONDITION.
 AA0661
 AA0661                          STATION RECOVERY (2018)
 AA0661
 AA0661'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0661'RECOVERED AS DESCRIBED.
 AA0661
 AA0661                          STATION RECOVERY (2025)
 AA0661
 AA0661'RECOVERY NOTE BY FL DEPT OF ENV PRO 2025 (RXG)
 AA0661'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1724 ***********************************************************************
 AA1724  DESIGNATION -  872 3921 H TIDAL
 AA1724  PID         -  AA1724
 AA1724  STATE/COUNTY-  FL/MONROE
 AA1724  COUNTRY     -  US
 AA1724  USGS QUAD   -  GRASSY KEY (2018)
 AA1724
 AA1724                         *CURRENT SURVEY CONTROL
 AA1724  ______________________________________________________________________
 AA1724* NAD 83(1986) POSITION- 24 46 14.51   (N) 080 56 27.32   (W)   HD_HELD1
 AA1724* NAVD 88 ORTHO HEIGHT -     1.478 (meters)        4.85  (feet) ADJUSTED
 AA1724  ______________________________________________________________________
 AA1724  GEOID HEIGHT    -        -22.636 (meters)                     GEOID18
 AA1724  DYNAMIC HEIGHT  -          1.476 (meters)        4.84  (feet) COMP
 AA1724  MODELED GRAVITY -    978,970.1   (mgal)                       NAVD 88
 AA1724
 AA1724  VERT ORDER      -  FIRST     CLASS II
 AA1724
 AA1724.The horizontal coordinates were determined by differentially corrected
 AA1724.hand held GPS observations or other comparable positioning techniques
 AA1724.and have an estimated accuracy of +/- 3 meters.
 AA1724
 AA1724.The orthometric height was determined by differential leveling and
 AA1724.adjusted by the NATIONAL GEODETIC SURVEY
 AA1724.in May 1994.
 AA1724
 AA1724.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1724.GEOID18 height accuracy estimate available here.
 AA1724
 AA1724.Click photographs - Photos may exist for this station.
 AA1724
 AA1724.The dynamic height is computed by dividing the NAVD 88
 AA1724.geopotential number by the normal gravity value computed on the
 AA1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1724.degrees latitude (g = 980.6199 gals.).
 AA1724
 AA1724.The modeled gravity was interpolated from observed gravity values.
 AA1724
 AA1724;                    North         East    Units  Estimated Accuracy
 AA1724;SPC FL E     -    48,443.6     205,974.6     MT  (+/- 3 meters HH1 GPS) 
 AA1724
 AA1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0597239559(NAD 83)
 AA1724
 AA1724                          SUPERSEDED SURVEY CONTROL
 AA1724
 AA1724  NGVD 29 (09/01/92)    1.935  (m)            6.35   (f) ADJUSTED    1 2
 AA1724
 AA1724.Superseded values are not recommended for survey control.
 AA1724
 AA1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1724.See file dsdata.pdf to determine how the superseded data were derived.
 AA1724
 AA1724_MARKER: DB = BENCH MARK DISK
 AA1724_SETTING: 66 = SET IN ROCK OUTCROP
 AA1724_STAMPING: 3921 H 1987
 AA1724_MARK LOGO: NOS
 AA1724_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1724+STABILITY: POSITION/ELEVATION WELL
 AA1724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1724+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2006
 AA1724
 AA1724  HISTORY     - Date     Condition        Report By
 AA1724  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1724  HISTORY     - 20060218 GOOD             USPSQD
 AA1724  HISTORY     - 20181215 GOOD             FLDEP
 AA1724
 AA1724                          STATION DESCRIPTION
 AA1724
 AA1724'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1724'TO REACH THE MARK FROM THE POST OFFICE IN LAYTON, GO SOUTHWEST ON
 AA1724'U.S. HIGHWAY 1 FOR 9.1 MI (14.6 KM) TO AN ASPHALT AND DIRT ROAD
 AA1724'LEADING NORTH BESIDE THE FLAMINGO INN.  THE MARK IS ALSO 9.6 MI (15.4
 AA1724'KM) NORTHEAST OF THE POST OFFICE IN MARATHON.  LOCATED 300.0 FT (91.4
 AA1724'M) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 1, 18.1 FT (5.5 M)
 AA1724'NORTH-NORTHWEST OF A POWER POLE, 22.5 FEET EAST OF THE CENTERLINE OF
 AA1724'THE ROAD, 48.4 FT (14.8 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 AA1724'A HOUSE AND IS SET IN BEDROCK 0.05 FT (0.02 M) ABOVE GROUND LEVEL.
 AA1724
 AA1724                          STATION RECOVERY (2006)
 AA1724
 AA1724'RECOVERY NOTE BY US POWER SQUADRON 2006 (JPG)
 AA1724'MONUMENT RECOVERED ABOUT 6 INCHES BELOW FILL, MARKED WITH 1/2 INCH
 AA1724'CONDUIT SET 6 INCHES EAST.
 AA1724
 AA1724                          STATION RECOVERY (2018)
 AA1724
 AA1724'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA1724'RECOVERED IN GOOD CONDITION.
 AA1724'
 AA1724'NOTE-THESE ADDITIONS.
 AA1724'
 AA1724'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO EAST ON U.S.
 AA1724'HIGHWAY 1 (OVERSEAS HIGHWAY) FOR 9.5 MI (15.3 KM) TO THE JUNCTION OF
 AA1724'DORSETT DRIVE ON THE LEFT.  TURN LEFT ON DORSETT DRIVE AND GO NORTH
 AA1724'FOR ABOUT 300.0 FT (91.4 M) TO THE MARK ON THE RIGHT, RECESSED 0.4 FT
 AA1724'(12 CM) BELOW THE LEVEL OF THE GROUND.
 AA1724'
 AA1724'LOCATED 22.5 FT (6.9 M) EAST OF THE APPROXIMATE CENTERLINE OF DORSETT
 AA1724'DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3418 ***********************************************************************
 DR3418  DESIGNATION -  872 3921 K
 DR3418  PID         -  DR3418
 DR3418  STATE/COUNTY-  FL/MONROE
 DR3418  COUNTRY     -  US
 DR3418  USGS QUAD   -  GRASSY KEY (2018)
 DR3418
 DR3418                         *CURRENT SURVEY CONTROL
 DR3418  ______________________________________________________________________
 DR3418* NAD 83(1986) POSITION- 24 46 21.68   (N) 080 56 26.28   (W)   HD_HELD1
 DR3418* NAVD 88 ORTHO HEIGHT -     1.038 (meters)        3.41  (feet) ADJUSTED
 DR3418  ______________________________________________________________________
 DR3418  GEOID HEIGHT    -        -22.637 (meters)                     GEOID18
 DR3418  DYNAMIC HEIGHT  -          1.036 (meters)        3.40  (feet) COMP
 DR3418  MODELED GRAVITY -    978,970.1   (mgal)                       NAVD 88
 DR3418
 DR3418  VERT ORDER      -  FIRST     CLASS II
 DR3418
 DR3418.The horizontal coordinates were determined by differentially corrected
 DR3418.hand held GPS observations or other comparable positioning techniques
 DR3418.and have an estimated accuracy of +/- 3 meters.
 DR3418
 DR3418.The orthometric height was determined by differential leveling and
 DR3418.adjusted by the NATIONAL GEODETIC SURVEY
 DR3418.in April 2020.
 DR3418
 DR3418.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3418.GEOID18 height accuracy estimate available here.
 DR3418
 DR3418.Click photographs - Photos may exist for this station.
 DR3418
 DR3418.The dynamic height is computed by dividing the NAVD 88
 DR3418.geopotential number by the normal gravity value computed on the
 DR3418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3418.degrees latitude (g = 980.6199 gals.).
 DR3418
 DR3418.The modeled gravity was interpolated from observed gravity values.
 DR3418
 DR3418;                    North         East    Units  Estimated Accuracy
 DR3418;SPC FL E     -    48,664.2     206,003.7     MT  (+/- 3 meters HH1 GPS) 
 DR3418
 DR3418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0600139779(NAD 83)
 DR3418
 DR3418                          SUPERSEDED SURVEY CONTROL
 DR3418
 DR3418.No superseded survey control is available for this station.
 DR3418
 DR3418_MARKER: DB = BENCH MARK DISK
 DR3418_SETTING: 66 = SET IN ROCK OUTCROP
 DR3418_STAMPING: 3921 K 1987
 DR3418_MARK LOGO: NOS
 DR3418_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3418_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DR3418+STABILITY: POSITION/ELEVATION WELL
 DR3418_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR3418+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2018
 DR3418
 DR3418  HISTORY     - Date     Condition        Report By
 DR3418  HISTORY     - 1987     MONUMENTED       NOS
 DR3418  HISTORY     - 20181215 GOOD             FLDEP
 DR3418
 DR3418                          STATION DESCRIPTION
 DR3418
 DR3418'DESCRIBED BY FL DEPT OF ENV PRO 2018 (DLP)
 DR3418'THE MARK IS ABOUT 26.6 MI (42.8 KM) EAST-NORTHEAST OF BIG PINE, 25.4
 DR3418'MI (40.9 KM) SOUTH OF FLAMINGO, 10.3 MI (16.5 KM) EAST-NORTHEAST OF
 DR3418'MARATHON, IN SECTION 19, TOWNSHIP 65 SOUTH, RANGE 34 EAST.
 DR3418'
 DR3418'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO EASTERLY ON
 DR3418'U.S. HIGHWAY 1 (OVERSEAS HIGHWAY) FOR 9.5 MI (15.3 KM) TO THE JUNCTION
 DR3418'OF A DIRT ROAD AND A LOCKED GATE FOR THE DEPARTMENT OF ENVIRONMENTAL
 DR3418'PROTECTION PROPERTY ON THE LEFT, TURN LEFT ON THE DIRT ROAD AND GO
 DR3418'NORTHERLY FOR 0.1 MI (0.2 KM) AND THE MARK ON THE LEFT, A TIDAL DISK
 DR3418'SET FLUSH IN ROCK OUTCROP, LEVEL WITH THE GROUND AND LEVEL WITH THE
 DR3418'DIRT ROAD.  THE MARK CAN ALSO BE REACHED FROM THE POST OFFICE IN
 DR3418'LAYTON, GO WESTERLY ON U.S. HIGHWAY 1 (OVERSEAS HIGHWAY) FOR 8.7 MI
 DR3418'(14.0 KM) TO THE JUNCTION OF A DIRT ROAD ON THE RIGHT AND THE LOCKED
 DR3418'GATE.
 DR3418'
 DR3418'LOCATED 112.5 FT (34.3 M) SOUTH OF A CINDER BLOCK CURB, 97.1 FT (29.6
 DR3418'M) WEST-NORTHWEST OF A UTILITY POLE WITH A TRANSFORMER ATTACHED, 66.0
 DR3418'FT (20.1 M) WEST OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD, 12.1
 DR3418'FT (3.7 M) EAST OF A WOODEN FENCE AND 6.0 FT (1.8 M) NORTH-NORTHEAST
 DR3418'OF A 8-INCH (20 CM) DIAMETER MANGROVE TREE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0354 ***********************************************************************
 AA0354  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0354  DESIGNATION -  872 3921 TIDAL 2
 AA0354  PID         -  AA0354
 AA0354  STATE/COUNTY-  FL/MONROE
 AA0354  COUNTRY     -  US
 AA0354  USGS QUAD   -  GRASSY KEY (2018)
 AA0354
 AA0354                         *CURRENT SURVEY CONTROL
 AA0354  ______________________________________________________________________
 AA0354* NAD 83(1986) POSITION- 24 46 23.     (N) 080 56 26.     (W)   SCALED
 AA0354* NAVD 88 ORTHO HEIGHT -     0.222 (meters)        0.73  (feet) ADJUSTED
 AA0354  ______________________________________________________________________
 AA0354  GEOID HEIGHT    -        -22.638 (meters)                     GEOID18
 AA0354  DYNAMIC HEIGHT  -          0.221 (meters)        0.73  (feet) COMP
 AA0354  MODELED GRAVITY -    978,970.1   (mgal)                       NAVD 88
 AA0354
 AA0354  VERT ORDER      -  FIRST     CLASS II
 AA0354
 AA0354.The horizontal coordinates were scaled from a map and have
 AA0354.an estimated accuracy of +/- 6 seconds.
 AA0354
 AA0354.The orthometric height was determined by differential leveling and
 AA0354.adjusted by the NATIONAL GEODETIC SURVEY
 AA0354.in June 1991.
 AA0354
 AA0354.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0354.GEOID18 height accuracy estimate available here.
 AA0354
 AA0354.This Tidal Bench Mark is designated as VM 6266
 AA0354.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0354
 AA0354.Click photographs - Photos may exist for this station.
 AA0354
 AA0354.The dynamic height is computed by dividing the NAVD 88
 AA0354.geopotential number by the normal gravity value computed on the
 AA0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0354.degrees latitude (g = 980.6199 gals.).
 AA0354
 AA0354.The modeled gravity was interpolated from observed gravity values.
 AA0354
 AA0354;                    North         East    Units  Estimated Accuracy
 AA0354;SPC FL E     -    48,710.      206,010.      MT  (+/- 180 meters Scaled)
 AA0354
 AA0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH060398(NAD 83)
 AA0354
 AA0354                          SUPERSEDED SURVEY CONTROL
 AA0354
 AA0354  NGVD 29 (??/??/92)    0.669  (m)            2.19   (f) SUPERSEDED  1 2
 AA0354  NGVD 29 (09/01/92)    0.667  (m)            2.19   (f) ADJUSTED    1 2
 AA0354
 AA0354.Superseded values are not recommended for survey control.
 AA0354
 AA0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0354.See file dsdata.pdf to determine how the superseded data were derived.
 AA0354
 AA0354_MARKER: DB = BENCH MARK DISK
 AA0354_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 AA0354_SP_SET: ROCK UNSPECIFIED
 AA0354_STAMPING: 2 1935
 AA0354_MARK LOGO: CGS
 AA0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0354
 AA0354  HISTORY     - Date     Condition        Report By
 AA0354  HISTORY     - 1935     MONUMENTED       CGS
 AA0354  HISTORY     - 1966     GOOD             CGS
 AA0354  HISTORY     - 1970     GOOD             NGS
 AA0354  HISTORY     - 1979     GOOD             NGS
 AA0354  HISTORY     - 1982     GOOD             FLDNR
 AA0354  HISTORY     - 20060218 MARK NOT FOUND   USPSQD
 AA0354  HISTORY     - 20181101 MARK NOT FOUND   FLDEP
 AA0354
 AA0354                          STATION DESCRIPTION
 AA0354
 AA0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0354'8.9 MI SW FROM LAYTON.
 AA0354'8.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 AA0354'AT LAYTON, THENCE ABOUT 0.15 MILE NORTH AND NORTHWEST ALONG
 AA0354'A BLACK TOPPED ROAD, ON THE GULF SIDE OF GRASSY KEY, AT THE SIGHT
 AA0354'OF THE OLD FERRY LANDING, IN THE TOP OF A LARGE AREA OF ROCK
 AA0354'ALONG THE SHORE LINE, 67 FEET SOUTHWEST OF THE EXTENDED CENTER
 AA0354'LINE OF THE ROAD, 30 FEET NORTHEAST OF THE NORTH CORNER OF AN
 AA0354'OLD 12-FOOT SQUARE CONCRETE BLOCK BUILDING AND ABOUT LEVEL
 AA0354'WITH THE OLD ROAD.
 AA0354
 AA0354                          STATION RECOVERY (1970)
 AA0354
 AA0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AA0354'RECOVERED IN GOOD CONDITION.
 AA0354
 AA0354                          STATION RECOVERY (1979)
 AA0354
 AA0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AA0354'RECOVERED IN GOOD CONDITION.
 AA0354
 AA0354                          STATION RECOVERY (1982)
 AA0354
 AA0354'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0354'RECOVERED IN GOOD CONDITION.
 AA0354
 AA0354                          STATION RECOVERY (2006)
 AA0354
 AA0354'RECOVERY NOTE BY US POWER SQUADRON 2006 (JPG)
 AA0354'FERRY SLIP GONE. CONCRETE BUILDING GONE. NEARBY MONUMENTATION NOT
 AA0354'RECOVERED. LOCATION OF MONUMENT APPEARS TO HAVE BEEN FILLED AND IS NOW
 AA0354'BEHIND WALL ON PRIVATE PROPERTY.
 AA0354
 AA0354                          STATION RECOVERY (2018)
 AA0354
 AA0354'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0354'NOT RECOVERED.  REFERENCE 2006 NON RECOVERY NOTE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0356 ***********************************************************************
 AA0356  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0356  DESIGNATION -  872 3921 TIDAL 5
 AA0356  PID         -  AA0356
 AA0356  STATE/COUNTY-  FL/MONROE
 AA0356  COUNTRY     -  US
 AA0356  USGS QUAD   -  GRASSY KEY (2018)
 AA0356
 AA0356                         *CURRENT SURVEY CONTROL
 AA0356  ______________________________________________________________________
 AA0356* NAD 83(1986) POSITION- 24 46 24.     (N) 080 56 24.     (W)   SCALED
 AA0356* NAVD 88 ORTHO HEIGHT -     0.269 (meters)        0.88  (feet) ADJUSTED
 AA0356  ______________________________________________________________________
 AA0356  GEOID HEIGHT    -        -22.639 (meters)                     GEOID18
 AA0356  DYNAMIC HEIGHT  -          0.269 (meters)        0.88  (feet) COMP
 AA0356  MODELED GRAVITY -    978,970.1   (mgal)                       NAVD 88
 AA0356
 AA0356  VERT ORDER      -  SECOND    CLASS I
 AA0356
 AA0356.The horizontal coordinates were scaled from a map and have
 AA0356.an estimated accuracy of +/- 6 seconds.
 AA0356
 AA0356.The orthometric height was determined by differential leveling and
 AA0356.adjusted by the NATIONAL GEODETIC SURVEY
 AA0356.in June 1991.
 AA0356
 AA0356.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0356.GEOID18 height accuracy estimate available here.
 AA0356
 AA0356.This Tidal Bench Mark is designated as VM 6267
 AA0356.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0356
 AA0356.Click photographs - Photos may exist for this station.
 AA0356
 AA0356.The dynamic height is computed by dividing the NAVD 88
 AA0356.geopotential number by the normal gravity value computed on the
 AA0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0356.degrees latitude (g = 980.6199 gals.).
 AA0356
 AA0356.The modeled gravity was interpolated from observed gravity values.
 AA0356
 AA0356;                    North         East    Units  Estimated Accuracy
 AA0356;SPC FL E     -    48,740.      206,070.      MT  (+/- 180 meters Scaled)
 AA0356
 AA0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH060398(NAD 83)
 AA0356
 AA0356                          SUPERSEDED SURVEY CONTROL
 AA0356
 AA0356  NGVD 29 (??/??/92)    0.717  (m)            2.35   (f) ADJ UNCH    2 0
 AA0356
 AA0356.Superseded values are not recommended for survey control.
 AA0356
 AA0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0356.See file dsdata.pdf to determine how the superseded data were derived.
 AA0356
 AA0356_MARKER: DB = BENCH MARK DISK
 AA0356_SETTING: 66 = SET IN ROCK OUTCROP
 AA0356_STAMPING: NO 5 1964
 AA0356_MARK LOGO: CGS
 AA0356_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0356+STABILITY: POSITION/ELEVATION WELL
 AA0356
 AA0356  HISTORY     - Date     Condition        Report By
 AA0356  HISTORY     - 1964     MONUMENTED       CGS
 AA0356  HISTORY     - 1970     GOOD             NGS
 AA0356  HISTORY     - 1979     MARK NOT FOUND   NGS
 AA0356  HISTORY     - 1982     GOOD             FLDNR
 AA0356  HISTORY     - 20060218 POOR             USPSQD
 AA0356  HISTORY     - 20181101 MARK NOT FOUND   FLDEP
 AA0356
 AA0356                          STATION DESCRIPTION
 AA0356
 AA0356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 AA0356'8.8 MI SW FROM LAYTON.
 AA0356'ABOUT 8.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0356'OFFICE AT LAYTON, THENCE ABOUT 0.15 MILE NORTH ALONG A PRIVATE
 AA0356'BLACK TOPPED ROAD, ON GRASSY KEY, ALONG THE GULF SHORE, NEAR AN
 AA0356'ABANDONED FERRY LANDING, 117 FEET NORTHEAST OF THE EXTENDED
 AA0356'CENTER LINE OF THE ROAD, 108 FEET NORTHEAST OF TIDAL 4, 13 1/2
 AA0356'FEET WEST OF A SMALL TREE WITH BLAZE CUT ON WEST SIDE OF TREE, 13
 AA0356'FEET NORTHWEST OF THE NORTHWEST SIDE OF A 4-FOOT BOULDER WHICH
 AA0356'PROJECTS 2 FEET, ABOUT 10 FEET INSHORE FROM THE LOW TIDE WATER
 AA0356'LINE, AND SET IN THE TOP OF A MASS OF OUTCROPPING ROCK FLUSH WITH
 AA0356'THE LEVEL OF THE GROUND.  GRASSY KEY, NORTH SIDE.
 AA0356
 AA0356                          STATION RECOVERY (1979)
 AA0356
 AA0356'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AA0356'SEARCHED FOR BUT NOT RECOVERED THIS DATE.
 AA0356
 AA0356                          STATION RECOVERY (1982)
 AA0356
 AA0356'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0356'RECOVERED IN GOOD CONDITION.
 AA0356
 AA0356                          STATION RECOVERY (2006)
 AA0356
 AA0356'RECOVERY NOTE BY US POWER SQUADRON 2006 (JPG)
 AA0356'FERRY SLIP GONE. TREE WITH BLAZE GONE. BOULDER GONE. NEARBY
 AA0356'MONUMENTATION NOT RECOVERED. MONUMENT IS ON WEST EDGE OF TREE LINE AND
 AA0356'BRASS DISC IS ALMOST ENTIRELY UNREADABLE DUE TO CORROSION AND WEAR.
 AA0356
 AA0356                          STATION RECOVERY (2018)
 AA0356
 AA0356'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0356'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0866 ***********************************************************************
 AA0866  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0866  DESIGNATION -  872 3922 TIDAL 1
 AA0866  PID         -  AA0866
 AA0866  STATE/COUNTY-  FL/MONROE
 AA0866  COUNTRY     -  US
 AA0866  USGS QUAD   -  GRASSY KEY (2018)
 AA0866
 AA0866                         *CURRENT SURVEY CONTROL
 AA0866  ______________________________________________________________________
 AA0866* NAD 83(1986) POSITION- 24 46 29.25   (N) 080 54 56.07   (W)   HD_HELD1
 AA0866* NAVD 88 ORTHO HEIGHT -     1.070 (meters)        3.51  (feet) ADJUSTED
 AA0866  ______________________________________________________________________
 AA0866  GEOID HEIGHT    -        -22.695 (meters)                     GEOID18
 AA0866  DYNAMIC HEIGHT  -          1.068 (meters)        3.50  (feet) COMP
 AA0866  MODELED GRAVITY -    978,970.9   (mgal)                       NAVD 88
 AA0866
 AA0866  VERT ORDER      -  FIRST     CLASS II
 AA0866
 AA0866.The horizontal coordinates were determined by differentially corrected
 AA0866.hand held GPS observations or other comparable positioning techniques
 AA0866.and have an estimated accuracy of +/- 3 meters.
 AA0866
 AA0866.The orthometric height was determined by differential leveling and
 AA0866.adjusted by the NATIONAL GEODETIC SURVEY
 AA0866.in April 2020.
 AA0866
 AA0866.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0866.GEOID18 height accuracy estimate available here.
 AA0866
 AA0866.This Tidal Bench Mark is designated as VM 6270
 AA0866.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0866
 AA0866.Click photographs - Photos may exist for this station.
 AA0866
 AA0866.The dynamic height is computed by dividing the NAVD 88
 AA0866.geopotential number by the normal gravity value computed on the
 AA0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0866.degrees latitude (g = 980.6199 gals.).
 AA0866
 AA0866.The modeled gravity was interpolated from observed gravity values.
 AA0866
 AA0866;                    North         East    Units  Estimated Accuracy
 AA0866;SPC FL E     -    48,898.5     208,537.7     MT  (+/- 3 meters HH1 GPS) 
 AA0866
 AA0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0853440013(NAD 83)
 AA0866
 AA0866                          SUPERSEDED SURVEY CONTROL
 AA0866
 AA0866  NAVD 88 (06/15/91)    1.070  (m)            3.51   (f) SUPERSEDED  2 1
 AA0866
 AA0866.Superseded values are not recommended for survey control.
 AA0866
 AA0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0866.See file dsdata.pdf to determine how the superseded data were derived.
 AA0866
 AA0866_MARKER: DJ = TIDAL STATION DISK
 AA0866_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0866_SP_SET: SEAWALL
 AA0866_STAMPING: NO. 1 1975
 AA0866_MARK LOGO: NOS
 AA0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0866+STABILITY: SURFACE MOTION
 AA0866_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0866+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2018
 AA0866
 AA0866  HISTORY     - Date     Condition        Report By
 AA0866  HISTORY     - 1975     MONUMENTED       NOS
 AA0866  HISTORY     - 1982     GOOD             FLDNR
 AA0866  HISTORY     - 1988     GOOD             USPSQD
 AA0866  HISTORY     - 20181213 GOOD             FLDEP
 AA0866
 AA0866                          STATION DESCRIPTION
 AA0866
 AA0866'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0866'7.5 MI SW FROM LAYTON.
 AA0866'BEGIN AT THE POST OFFICE IN LAYTON, GO 7.0 MILES SOUTHWEST
 AA0866'ON U.S. HIGHWAY 1 TO THE ROAD TO INDIES RESORT AND DUCK KEY,
 AA0866'GO 0.45 MILE SOUTHERLY ON A PAVED ROAD TO ANOTHER PAVED ROAD
 AA0866'TO DUCK KEY MARINA, GO 0.15 MILE NORTHWEST ON THE ROAD TO THE
 AA0866'MARINA AND THE VICINITY OF THE MARK.  THE MARK IS SET FLUSH IN
 AA0866'TOP OF THE SEAWALL AT THE EAST CORNER OF THE MARINA,
 AA0866'59 FEET SOUTHEAST OF THE EAST CORNER OF THE MARINA OFFICE
 AA0866'BUILDING AND 80 FEET NORTHEAST OF TIDAL BENCH MARK NO 2 1975.
 AA0866
 AA0866                          STATION RECOVERY (1988)
 AA0866
 AA0866'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWR)
 AA0866'RECOVERED IN GOOD CONDITION.
 AA0866
 AA0866                          STATION RECOVERY (2018)
 AA0866
 AA0866'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0866'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0867 ***********************************************************************
 AA0867  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0867  DESIGNATION -  872 3922 TIDAL 2
 AA0867  PID         -  AA0867
 AA0867  STATE/COUNTY-  FL/MONROE
 AA0867  COUNTRY     -  US
 AA0867  USGS QUAD   -  GRASSY KEY (2018)
 AA0867
 AA0867                         *CURRENT SURVEY CONTROL
 AA0867  ______________________________________________________________________
 AA0867* NAD 83(1986) POSITION- 24 46 28.60   (N) 080 54 56.52   (W)   HD_HELD1
 AA0867* NAVD 88 ORTHO HEIGHT -     1.076 (meters)        3.53  (feet) ADJUSTED
 AA0867  ______________________________________________________________________
 AA0867  GEOID HEIGHT    -        -22.694 (meters)                     GEOID18
 AA0867  DYNAMIC HEIGHT  -          1.074 (meters)        3.52  (feet) COMP
 AA0867  MODELED GRAVITY -    978,970.9   (mgal)                       NAVD 88
 AA0867
 AA0867  VERT ORDER      -  SECOND    CLASS I
 AA0867
 AA0867.The horizontal coordinates were determined by differentially corrected
 AA0867.hand held GPS observations or other comparable positioning techniques
 AA0867.and have an estimated accuracy of +/- 3 meters.
 AA0867
 AA0867.The orthometric height was determined by differential leveling and
 AA0867.adjusted by the NATIONAL GEODETIC SURVEY
 AA0867.in June 1991.
 AA0867
 AA0867.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0867.GEOID18 height accuracy estimate available here.
 AA0867
 AA0867.This Tidal Bench Mark is designated as VM 6271
 AA0867.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0867
 AA0867.Click photographs - Photos may exist for this station.
 AA0867
 AA0867.The dynamic height is computed by dividing the NAVD 88
 AA0867.geopotential number by the normal gravity value computed on the
 AA0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0867.degrees latitude (g = 980.6199 gals.).
 AA0867
 AA0867.The modeled gravity was interpolated from observed gravity values.
 AA0867
 AA0867;                    North         East    Units  Estimated Accuracy
 AA0867;SPC FL E     -    48,878.5     208,525.1     MT  (+/- 3 meters HH1 GPS) 
 AA0867
 AA0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0852239993(NAD 83)
 AA0867
 AA0867                          SUPERSEDED SURVEY CONTROL
 AA0867
 AA0867.No superseded survey control is available for this station.
 AA0867
 AA0867_MARKER: DJ = TIDAL STATION DISK
 AA0867_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0867_SP_SET: SEAWALL
 AA0867_STAMPING: NO. 2 1975
 AA0867_MARK LOGO: NOS
 AA0867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0867+STABILITY: SURFACE MOTION
 AA0867_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0867+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2018
 AA0867
 AA0867  HISTORY     - Date     Condition        Report By
 AA0867  HISTORY     - 1975     MONUMENTED       NOS
 AA0867  HISTORY     - 1982     GOOD             FLDNR
 AA0867  HISTORY     - 1988     GOOD             USPSQD
 AA0867  HISTORY     - 20181215 GOOD             FLDEP
 AA0867
 AA0867                          STATION DESCRIPTION
 AA0867
 AA0867'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0867'7.5 MI SW FROM LAYTON.
 AA0867'BEGIN AT THE POST OFFICE IN LAYTON, GO 7.0 MILES SOUTHWEST
 AA0867'ON U.S. HIGHWAY 1 TO THE ROAD TO INDIES RESORT AND DUCK KEY,
 AA0867'GO 0.45 MILE SOUTHERLY ON A PAVED ROAD TO ANOTHER PAVED ROAD TO DUCK
 AA0867'KEY MARINA, GO 0.15 MILE NORTHWEST ON THE ROAD TO THE MARINA AND THE
 AA0867'VICINITY OF THE MARK.  THE MARK IS SET IN THE TOP OF THE SEAWALL,
 AA0867'59 FEET SOUTHEAST OF THE SOUTHEAST WALL OF THE MARINA OFFICE AND
 AA0867'BOAT HOUSE, AND 80 FEET SOUTHWEST OF TIDAL BENCH MARK NO 1 1975.
 AA0867
 AA0867                          STATION RECOVERY (1988)
 AA0867
 AA0867'RECOVERY NOTE BY US POWER SQUADRON 1988 (EWR)
 AA0867'RECOVERED IN GOOD CONDITION.
 AA0867
 AA0867                          STATION RECOVERY (2018)
 AA0867
 AA0867'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0867'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0868 ***********************************************************************
 AA0868  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0868  DESIGNATION -  872 3922 TIDAL 3
 AA0868  PID         -  AA0868
 AA0868  STATE/COUNTY-  FL/MONROE
 AA0868  COUNTRY     -  US
 AA0868  USGS QUAD   -  GRASSY KEY (2018)
 AA0868
 AA0868                         *CURRENT SURVEY CONTROL
 AA0868  ______________________________________________________________________
 AA0868* NAD 83(1986) POSITION- 24 46 28.     (N) 080 54 56.     (W)   SCALED
 AA0868* NAVD 88 ORTHO HEIGHT -     1.100 (meters)        3.61  (feet) ADJUSTED
 AA0868  ______________________________________________________________________
 AA0868  GEOID HEIGHT    -        -22.695 (meters)                     GEOID18
 AA0868  DYNAMIC HEIGHT  -          1.098 (meters)        3.60  (feet) COMP
 AA0868  MODELED GRAVITY -    978,970.9   (mgal)                       NAVD 88
 AA0868
 AA0868  VERT ORDER      -  SECOND    CLASS I
 AA0868
 AA0868.The horizontal coordinates were scaled from a map and have
 AA0868.an estimated accuracy of +/- 6 seconds.
 AA0868
 AA0868.The orthometric height was determined by differential leveling and
 AA0868.adjusted by the NATIONAL GEODETIC SURVEY
 AA0868.in June 1991.
 AA0868
 AA0868.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0868.GEOID18 height accuracy estimate available here.
 AA0868
 AA0868.This Tidal Bench Mark is designated as VM 6272
 AA0868.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0868
 AA0868.Click photographs - Photos may exist for this station.
 AA0868
 AA0868.The dynamic height is computed by dividing the NAVD 88
 AA0868.geopotential number by the normal gravity value computed on the
 AA0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0868.degrees latitude (g = 980.6199 gals.).
 AA0868
 AA0868.The modeled gravity was interpolated from observed gravity values.
 AA0868
 AA0868;                    North         East    Units  Estimated Accuracy
 AA0868;SPC FL E     -    48,860.      208,540.      MT  (+/- 180 meters Scaled)
 AA0868
 AA0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH085399(NAD 83)
 AA0868
 AA0868                          SUPERSEDED SURVEY CONTROL
 AA0868
 AA0868.No superseded survey control is available for this station.
 AA0868
 AA0868_MARKER: DJ = TIDAL STATION DISK
 AA0868_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0868_SP_SET: FOOTING
 AA0868_STAMPING: NO 3 1975
 AA0868_MARK LOGO: NOS
 AA0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0868+STABILITY: SURFACE MOTION
 AA0868
 AA0868  HISTORY     - Date     Condition        Report By
 AA0868  HISTORY     - 1975     MONUMENTED       NOS
 AA0868  HISTORY     - 1982     GOOD             FLDNR
 AA0868  HISTORY     - 20181104 MARK NOT FOUND   FLDEP
 AA0868
 AA0868                          STATION DESCRIPTION
 AA0868
 AA0868'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0868'7.5 MI SW FROM LAYTON.
 AA0868'BEGIN AT THE POST OFFICE IN LAYTON, GO 7.0 MILES SOUTHWEST
 AA0868'ON U.S. HIGHWAY 1 TO THE ROAD TO INDIES RESORT AND DUCK KEY,
 AA0868'GO 0.45 MILE SOUTHERLY ON A PAVED ROAD TO ANOTHER PAVED ROAD TO
 AA0868'DUCK KEY MARINA, GO 0.15 MILE NORTHWEST ON THE ROAD TO
 AA0868'THE MARINA AND THE VICINITY OF THE MARK.  THE MARK IS SET
 AA0868'IN THE NORTHEAST CONCRETE FOUNDATION FOOTING OF THE SEWAGE
 AA0868'TREATMENT PLANT, 43 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF
 AA0868'THE MARINA BOATHOUSE, 119 FEET SOUTH-SOUTHEAST OF TIDAL BENCH
 AA0868'MARK NO 4 1975, AND 124 FEET WEST OF TIDAL BENCH MARK NO 2 1975.
 AA0868'THE MARK IS 1.0 FT ABOVE GROUND.
 AA0868
 AA0868                          STATION RECOVERY (2018)
 AA0868
 AA0868'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0868'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AA0868'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0869 ***********************************************************************
 AA0869  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0869  DESIGNATION -  872 3922 TIDAL 4
 AA0869  PID         -  AA0869
 AA0869  STATE/COUNTY-  FL/MONROE
 AA0869  COUNTRY     -  US
 AA0869  USGS QUAD   -  GRASSY KEY (2018)
 AA0869
 AA0869                         *CURRENT SURVEY CONTROL
 AA0869  ______________________________________________________________________
 AA0869* NAD 83(1986) POSITION- 24 46 28.     (N) 080 54 56.     (W)   SCALED
 AA0869* NAVD 88 ORTHO HEIGHT -     1.860 (meters)        6.10  (feet) ADJUSTED
 AA0869  ______________________________________________________________________
 AA0869  GEOID HEIGHT    -        -22.695 (meters)                     GEOID18
 AA0869  DYNAMIC HEIGHT  -          1.857 (meters)        6.09  (feet) COMP
 AA0869  MODELED GRAVITY -    978,970.9   (mgal)                       NAVD 88
 AA0869
 AA0869  VERT ORDER      -  SECOND    CLASS I
 AA0869
 AA0869.The horizontal coordinates were scaled from a map and have
 AA0869.an estimated accuracy of +/- 6 seconds.
 AA0869
 AA0869.The orthometric height was determined by differential leveling and
 AA0869.adjusted by the NATIONAL GEODETIC SURVEY
 AA0869.in June 1991.
 AA0869
 AA0869.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0869.GEOID18 height accuracy estimate available here.
 AA0869
 AA0869.This Tidal Bench Mark is designated as VM 6273
 AA0869.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0869
 AA0869.Click photographs - Photos may exist for this station.
 AA0869
 AA0869.The dynamic height is computed by dividing the NAVD 88
 AA0869.geopotential number by the normal gravity value computed on the
 AA0869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0869.degrees latitude (g = 980.6199 gals.).
 AA0869
 AA0869.The modeled gravity was interpolated from observed gravity values.
 AA0869
 AA0869;                    North         East    Units  Estimated Accuracy
 AA0869;SPC FL E     -    48,860.      208,540.      MT  (+/- 180 meters Scaled)
 AA0869
 AA0869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH085399(NAD 83)
 AA0869
 AA0869                          SUPERSEDED SURVEY CONTROL
 AA0869
 AA0869.No superseded survey control is available for this station.
 AA0869
 AA0869_MARKER: DJ = TIDAL STATION DISK
 AA0869_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0869_SP_SET: DRAIN FIELD RETAINING WALL
 AA0869_STAMPING: NO 4 1975
 AA0869_MARK LOGO: NOS
 AA0869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0869+STABILITY: SURFACE MOTION
 AA0869
 AA0869  HISTORY     - Date     Condition        Report By
 AA0869  HISTORY     - 1975     MONUMENTED       NOS
 AA0869  HISTORY     - 1982     GOOD             FLDNR
 AA0869  HISTORY     - 20181104 MARK NOT FOUND   FLDEP
 AA0869
 AA0869                          STATION DESCRIPTION
 AA0869
 AA0869'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0869'7.5 MI SW FROM LAYTON.
 AA0869'BEGIN AT THE POST OFFICE IN LAYTON, GO 7.0 MILES SOUTHWEST
 AA0869'ON U.S. HIGHWAY 1 TO THE ROAD TO INDIES RESORT AND DUCK KEY,
 AA0869'GO 0.45 MILE SOUTHERLY ON A PAVED ROAD TO ANOTHER PAVED ROAD
 AA0869'TO DUCK KEY MARINA, GO 0.15 MILE NORTHWEST ON THE ROAD TO THE
 AA0869'MARINA AND THE VICINITY OF THE MARK.  THE MARK IS SET IN THE TOP
 AA0869'OF THE NORTH CORNER OF THE RETAINING WALL FOR THE SEWAGE TREATMENT
 AA0869'PLANT DRAIN FIELD (NOW IN DISUSE), 48 FEET WEST OF THE WEST CORNER
 AA0869'OF THE MARINA BOAT HOUSE, AND 119 FEET NORTH-NORTHWEST OF TIDAL
 AA0869'BENCH MARK NO 3 1975.
 AA0869'THE MARK IS 2.5 FT ABOVE GROUND.
 AA0869
 AA0869                          STATION RECOVERY (2018)
 AA0869
 AA0869'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0869'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AA0869'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0870 ***********************************************************************
 AA0870  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0870  DESIGNATION -  872 3922 TIDAL 5
 AA0870  PID         -  AA0870
 AA0870  STATE/COUNTY-  FL/MONROE
 AA0870  COUNTRY     -  US
 AA0870  USGS QUAD   -  GRASSY KEY (2018)
 AA0870
 AA0870                         *CURRENT SURVEY CONTROL
 AA0870  ______________________________________________________________________
 AA0870* NAD 83(1986) POSITION- 24 46 28.     (N) 080 54 56.     (W)   SCALED
 AA0870* NAVD 88 ORTHO HEIGHT -     0.949 (meters)        3.11  (feet) ADJUSTED
 AA0870  ______________________________________________________________________
 AA0870  GEOID HEIGHT    -        -22.695 (meters)                     GEOID18
 AA0870  DYNAMIC HEIGHT  -          0.947 (meters)        3.11  (feet) COMP
 AA0870  MODELED GRAVITY -    978,970.9   (mgal)                       NAVD 88
 AA0870
 AA0870  VERT ORDER      -  SECOND    CLASS I
 AA0870
 AA0870.The horizontal coordinates were scaled from a map and have
 AA0870.an estimated accuracy of +/- 6 seconds.
 AA0870
 AA0870.The orthometric height was determined by differential leveling and
 AA0870.adjusted by the NATIONAL GEODETIC SURVEY
 AA0870.in June 1991.
 AA0870
 AA0870.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0870.GEOID18 height accuracy estimate available here.
 AA0870
 AA0870.This Tidal Bench Mark is designated as VM 6274
 AA0870.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0870
 AA0870.Click photographs - Photos may exist for this station.
 AA0870
 AA0870.The dynamic height is computed by dividing the NAVD 88
 AA0870.geopotential number by the normal gravity value computed on the
 AA0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0870.degrees latitude (g = 980.6199 gals.).
 AA0870
 AA0870.The modeled gravity was interpolated from observed gravity values.
 AA0870
 AA0870;                    North         East    Units  Estimated Accuracy
 AA0870;SPC FL E     -    48,860.      208,540.      MT  (+/- 180 meters Scaled)
 AA0870
 AA0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH085399(NAD 83)
 AA0870
 AA0870                          SUPERSEDED SURVEY CONTROL
 AA0870
 AA0870.No superseded survey control is available for this station.
 AA0870
 AA0870_MARKER: DJ = TIDAL STATION DISK
 AA0870_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0870_SP_SET: PAD FOR DRAIN PIPE
 AA0870_STAMPING: NO 5 1975
 AA0870_MARK LOGO: NOS
 AA0870_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0870
 AA0870  HISTORY     - Date     Condition        Report By
 AA0870  HISTORY     - 1975     MONUMENTED       NOS
 AA0870  HISTORY     - 1982     GOOD             FLDNR
 AA0870  HISTORY     - 20181213 MARK NOT FOUND   FLDEP
 AA0870
 AA0870                          STATION DESCRIPTION
 AA0870
 AA0870'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0870'7.5 MI SW FROM LAYTON.
 AA0870'BEGIN AT THE POST OFFICE IN LAYTON, GO 7.0 MILES SOUTHWEST
 AA0870'ON U.S. HIGHWAY 1 TO THE ROAD TO INDIES RESORT AND DUCK KEY,
 AA0870'GO 0.45 MILE SOUTHERLY ON A PAVED ROAD TO ANOTHER PAVED ROAD
 AA0870'TO DUCK KEY MARINA, GO 0.15 MILE NORTHWEST ON THE ROAD TO THE
 AA0870'MARINA AND THE VICINITY OF THE MARK.  THE MARK IS SET IN THE TOP OF A
 AA0870'3-FOOT SQUARE CONCRETE PAD ON THE NORTHWEST EDGE OF A FILL,
 AA0870'NORTHWEST OF THE NORTHWEST WALL OF THE SEWAGE TREATMENT PLANT,
 AA0870'AND 97.6 FEET WEST-NORTHWEST OF TIDAL BENCH MARK NO 4 1975.
 AA0870'THE MARK IS 2.0 FT ABOVE GROUND.
 AA0870
 AA0870                          STATION RECOVERY (2018)
 AA0870
 AA0870'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0870'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AA0870'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0865 ***********************************************************************
 AA0865  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0865  DESIGNATION -  872 3933 F TIDAL
 AA0865  PID         -  AA0865
 AA0865  STATE/COUNTY-  FL/MONROE
 AA0865  COUNTRY     -  US
 AA0865  USGS QUAD   -  GRASSY KEY (2018)
 AA0865
 AA0865                         *CURRENT SURVEY CONTROL
 AA0865  ______________________________________________________________________
 AA0865* NAD 83(1986) POSITION- 24 45 20.     (N) 080 57 29.     (W)   SCALED
 AA0865* NAVD 88 ORTHO HEIGHT -     1.339 (meters)        4.39  (feet) ADJUSTED
 AA0865  ______________________________________________________________________
 AA0865  GEOID HEIGHT    -        -22.591 (meters)                     GEOID18
 AA0865  DYNAMIC HEIGHT  -          1.337 (meters)        4.39  (feet) COMP
 AA0865  MODELED GRAVITY -    978,969.2   (mgal)                       NAVD 88
 AA0865
 AA0865  VERT ORDER      -  SECOND    CLASS I
 AA0865
 AA0865.The horizontal coordinates were scaled from a map and have
 AA0865.an estimated accuracy of +/- 6 seconds.
 AA0865
 AA0865.The orthometric height was determined by differential leveling and
 AA0865.adjusted by the NATIONAL GEODETIC SURVEY
 AA0865.in June 1991.
 AA0865
 AA0865.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0865.GEOID18 height accuracy estimate available here.
 AA0865
 AA0865.This Tidal Bench Mark is designated as VM 6286
 AA0865.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0865
 AA0865.Click photographs - Photos may exist for this station.
 AA0865
 AA0865.The dynamic height is computed by dividing the NAVD 88
 AA0865.geopotential number by the normal gravity value computed on the
 AA0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0865.degrees latitude (g = 980.6199 gals.).
 AA0865
 AA0865.The modeled gravity was interpolated from observed gravity values.
 AA0865
 AA0865;                    North         East    Units  Estimated Accuracy
 AA0865;SPC FL E     -    46,770.      204,240.      MT  (+/- 180 meters Scaled)
 AA0865
 AA0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH042378(NAD 83)
 AA0865
 AA0865                          SUPERSEDED SURVEY CONTROL
 AA0865
 AA0865.No superseded survey control is available for this station.
 AA0865
 AA0865_MARKER: DJ = TIDAL STATION DISK
 AA0865_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0865_SP_SET: STEP
 AA0865_STAMPING: 3933 F 1982
 AA0865_MARK LOGO: NOS
 AA0865_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0865
 AA0865  HISTORY     - Date     Condition        Report By
 AA0865  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0865  HISTORY     - 20181031 MARK NOT FOUND   FLDEP
 AA0865
 AA0865                          STATION DESCRIPTION
 AA0865
 AA0865'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0865'7.9 MI NE FROM MARATHON.
 AA0865'BEGIN AT THE POST OFFICE IN MARATHON, GO 7.9 MILES NORTHEAST ON U.S.
 AA0865'HIGHWAY 1 TO THE RAINBOW BEND RESORT AND THE MARK.  THE MARK BEARS
 AA0865'10.7 FEET NORTHEAST OF THE SOUTH CORNER OF THE POOL PATIO, 34.1 FEET
 AA0865'SOUTHWEST OF THE EAST CORNER OF THE POOL PATIO, 12.1 FEET SOUTHEAST
 AA0865'OF THE SOUTH CORNER OF THE POOL, AND IS SET IN THE STEPS LEADING FROM
 AA0865'THE BEACH TO THE POOL.
 AA0865'THE MARK IS 2 FT ABOVE GROUND.
 AA0865
 AA0865                          STATION RECOVERY (2018)
 AA0865
 AA0865'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0865'NOT RECOVERED.  THIS MARK APPEARS TO BE COVERED BY DECORATIVE BRICK
 AA0865'TILE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0864 ***********************************************************************
 AA0864  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0864  DESIGNATION -  872 3933 G TIDAL
 AA0864  PID         -  AA0864
 AA0864  STATE/COUNTY-  FL/MONROE
 AA0864  COUNTRY     -  US
 AA0864  USGS QUAD   -  GRASSY KEY (2018)
 AA0864
 AA0864                         *CURRENT SURVEY CONTROL
 AA0864  ______________________________________________________________________
 AA0864* NAD 83(1986) POSITION- 24 45 20.     (N) 080 57 29.     (W)   SCALED
 AA0864* NAVD 88 ORTHO HEIGHT -     1.255 (meters)        4.12  (feet) ADJUSTED
 AA0864  ______________________________________________________________________
 AA0864  GEOID HEIGHT    -        -22.591 (meters)                     GEOID18
 AA0864  DYNAMIC HEIGHT  -          1.253 (meters)        4.11  (feet) COMP
 AA0864  MODELED GRAVITY -    978,969.2   (mgal)                       NAVD 88
 AA0864
 AA0864  VERT ORDER      -  SECOND    CLASS I
 AA0864
 AA0864.The horizontal coordinates were scaled from a map and have
 AA0864.an estimated accuracy of +/- 6 seconds.
 AA0864
 AA0864.The orthometric height was determined by differential leveling and
 AA0864.adjusted by the NATIONAL GEODETIC SURVEY
 AA0864.in June 1991.
 AA0864
 AA0864.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0864.GEOID18 height accuracy estimate available here.
 AA0864
 AA0864.This Tidal Bench Mark is designated as VM 6287
 AA0864.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0864
 AA0864.Click photographs - Photos may exist for this station.
 AA0864
 AA0864.The dynamic height is computed by dividing the NAVD 88
 AA0864.geopotential number by the normal gravity value computed on the
 AA0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0864.degrees latitude (g = 980.6199 gals.).
 AA0864
 AA0864.The modeled gravity was interpolated from observed gravity values.
 AA0864
 AA0864;                    North         East    Units  Estimated Accuracy
 AA0864;SPC FL E     -    46,770.      204,240.      MT  (+/- 180 meters Scaled)
 AA0864
 AA0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH042378(NAD 83)
 AA0864
 AA0864                          SUPERSEDED SURVEY CONTROL
 AA0864
 AA0864.No superseded survey control is available for this station.
 AA0864
 AA0864_MARKER: DJ = TIDAL STATION DISK
 AA0864_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0864_SP_SET: WALKWAY
 AA0864_STAMPING: 3933 G 1982
 AA0864_MARK LOGO: NOS
 AA0864_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0864
 AA0864  HISTORY     - Date     Condition        Report By
 AA0864  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0864  HISTORY     - 20181031 MARK NOT FOUND   FLDEP
 AA0864
 AA0864                          STATION DESCRIPTION
 AA0864
 AA0864'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0864'7.9 MI NE FROM MARATHON.
 AA0864'BEGIN AT THE POST OFFICE IN MARATHON, GO 7.9 MILES NORTHEAST ON U.S.
 AA0864'HIGHWAY 1 TO THE RAINBOW BEND RESORT AND THE MARK.  THE MARK BEARS
 AA0864'4.7 FEET WEST OF THE WEST CORNER OF THE MOST NORTHEASTERN TWO-STORY
 AA0864'APARTMENT BUILDING, 8.0 FEET NORTHEAST OF THE CENTER OF A PATH
 AA0864'BETWEEN THE TWO-STORY APARTMENT BUILDINGS, AND 43.0 FEET NORTHWEST
 AA0864'OF A STAIRWAY.
 AA0864
 AA0864                          STATION RECOVERY (2018)
 AA0864
 AA0864'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0864'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AA0864'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0862 ***********************************************************************
 AA0862  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0862  DESIGNATION -  872 3933 TIDAL 3
 AA0862  PID         -  AA0862
 AA0862  STATE/COUNTY-  FL/MONROE
 AA0862  COUNTRY     -  US
 AA0862  USGS QUAD   -  GRASSY KEY (2018)
 AA0862
 AA0862                         *CURRENT SURVEY CONTROL
 AA0862  ______________________________________________________________________
 AA0862* NAD 83(1986) POSITION- 24 45 21.84   (N) 080 57 30.79   (W)   HD_HELD1
 AA0862* NAVD 88 ORTHO HEIGHT -     1.205 (meters)        3.95  (feet) ADJUSTED
 AA0862  ______________________________________________________________________
 AA0862  GEOID HEIGHT    -        -22.590 (meters)                     GEOID18
 AA0862  DYNAMIC HEIGHT  -          1.202 (meters)        3.94  (feet) COMP
 AA0862  MODELED GRAVITY -    978,969.2   (mgal)                       NAVD 88
 AA0862
 AA0862  VERT ORDER      -  SECOND    CLASS I
 AA0862
 AA0862.The horizontal coordinates were determined by differentially corrected
 AA0862.hand held GPS observations or other comparable positioning techniques
 AA0862.and have an estimated accuracy of +/- 3 meters.
 AA0862
 AA0862.The orthometric height was determined by differential leveling and
 AA0862.adjusted by the NATIONAL GEODETIC SURVEY
 AA0862.in June 1991.
 AA0862
 AA0862.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0862.GEOID18 height accuracy estimate available here.
 AA0862
 AA0862.This Tidal Bench Mark is designated as VM 6283
 AA0862.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0862
 AA0862.Click photographs - Photos may exist for this station.
 AA0862
 AA0862.The dynamic height is computed by dividing the NAVD 88
 AA0862.geopotential number by the normal gravity value computed on the
 AA0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0862.degrees latitude (g = 980.6199 gals.).
 AA0862
 AA0862.The modeled gravity was interpolated from observed gravity values.
 AA0862
 AA0862;                    North         East    Units  Estimated Accuracy
 AA0862;SPC FL E     -    46,822.4     204,192.1     MT  (+/- 3 meters HH1 GPS) 
 AA0862
 AA0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0419037938(NAD 83)
 AA0862
 AA0862                          SUPERSEDED SURVEY CONTROL
 AA0862
 AA0862.No superseded survey control is available for this station.
 AA0862
 AA0862_MARKER: DJ = TIDAL STATION DISK
 AA0862_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0862_SP_SET: WALKWAY
 AA0862_STAMPING: NO 3 1975
 AA0862_MARK LOGO: NOS
 AA0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0862+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2018
 AA0862
 AA0862  HISTORY     - Date     Condition        Report By
 AA0862  HISTORY     - 1975     MONUMENTED       NOS
 AA0862  HISTORY     - 1982     GOOD             FLDNR
 AA0862  HISTORY     - 20181031 GOOD             FLDEP
 AA0862
 AA0862                          STATION DESCRIPTION
 AA0862
 AA0862'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0862'7.9 MI NE FROM MARATHON.
 AA0862'BEGIN AT THE POST OFFICE IN MARATHON, GO 7.9 MILES NORTHEAST ON U.S.
 AA0862'HIGHWAY 1 TO THE RAINBOW BEND RESORT AND THE MARK.  THE MARK IS SET IN
 AA0862'THE WALKWAY NEAR THE NORTHWEST ENTRANCE TO THE APARTMENT BUILDING NEAR
 AA0862'THE NORTH CORNER OF THE PROPERTY AND IS 5 FEET WEST OF THE WEST CORNER
 AA0862'OF THE BUILDING.
 AA0862
 AA0862                          STATION RECOVERY (2018)
 AA0862
 AA0862'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0862'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0861 ***********************************************************************
 AA0861  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0861  DESIGNATION -  872 3933 TIDAL 4
 AA0861  PID         -  AA0861
 AA0861  STATE/COUNTY-  FL/MONROE
 AA0861  COUNTRY     -  US
 AA0861  USGS QUAD   -  GRASSY KEY (2018)
 AA0861
 AA0861                         *CURRENT SURVEY CONTROL
 AA0861  ______________________________________________________________________
 AA0861* NAD 83(1986) POSITION- 24 45 23.58   (N) 080 57 30.40   (W)   HD_HELD1
 AA0861* NAVD 88 ORTHO HEIGHT -     1.220 (meters)        4.00  (feet) ADJUSTED
 AA0861  ______________________________________________________________________
 AA0861  GEOID HEIGHT    -        -22.590 (meters)                     GEOID18
 AA0861  DYNAMIC HEIGHT  -          1.218 (meters)        4.00  (feet) COMP
 AA0861  MODELED GRAVITY -    978,969.2   (mgal)                       NAVD 88
 AA0861
 AA0861  VERT ORDER      -  FIRST     CLASS II
 AA0861
 AA0861.The horizontal coordinates were determined by differentially corrected
 AA0861.hand held GPS observations or other comparable positioning techniques
 AA0861.and have an estimated accuracy of +/- 3 meters.
 AA0861
 AA0861.The orthometric height was determined by differential leveling and
 AA0861.adjusted by the NATIONAL GEODETIC SURVEY
 AA0861.in April 2020.
 AA0861
 AA0861.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0861.GEOID18 height accuracy estimate available here.
 AA0861
 AA0861.This Tidal Bench Mark is designated as VM 6284
 AA0861.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0861
 AA0861.Click photographs - Photos may exist for this station.
 AA0861
 AA0861.The dynamic height is computed by dividing the NAVD 88
 AA0861.geopotential number by the normal gravity value computed on the
 AA0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0861.degrees latitude (g = 980.6199 gals.).
 AA0861
 AA0861.The modeled gravity was interpolated from observed gravity values.
 AA0861
 AA0861;                    North         East    Units  Estimated Accuracy
 AA0861;SPC FL E     -    46,876.0     204,203.0     MT  (+/- 3 meters HH1 GPS) 
 AA0861
 AA0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0420137991(NAD 83)
 AA0861
 AA0861                          SUPERSEDED SURVEY CONTROL
 AA0861
 AA0861  NAVD 88 (05/20/94)    1.220  (m)            4.00   (f) SUPERSEDED  1 2
 AA0861  NAVD 88 (06/15/91)    1.219  (m)            4.00   (f) SUPERSEDED  1 2
 AA0861  NGVD 29 (09/01/92)    1.671  (m)            5.48   (f) ADJUSTED    1 2
 AA0861
 AA0861.Superseded values are not recommended for survey control.
 AA0861
 AA0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0861.See file dsdata.pdf to determine how the superseded data were derived.
 AA0861
 AA0861_MARKER: DJ = TIDAL STATION DISK
 AA0861_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0861_SP_SET: PAD
 AA0861_STAMPING: NO. 4 1975
 AA0861_MARK LOGO: NOS
 AA0861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0861+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2018
 AA0861
 AA0861  HISTORY     - Date     Condition        Report By
 AA0861  HISTORY     - 1975     MONUMENTED       NOS
 AA0861  HISTORY     - 1982     GOOD             FLDNR
 AA0861  HISTORY     - 19901019 GOOD             FLDNR
 AA0861  HISTORY     - 20181031 GOOD             FLDEP
 AA0861
 AA0861                          STATION DESCRIPTION
 AA0861
 AA0861'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0861'7.9 MI NE FROM MARATHON.
 AA0861'THE MARK IS 0.5 FT ABOVE GROUND.
 AA0861'BEGIN AT THE POST OFFICE IN MARATHON, GO 7.9 MILES NORTHEAST ON U.S.
 AA0861'HIGHWAY 1 TO THE RAINBOW BEND RESORT AND THE MARK.  THE MARK BEARS
 AA0861'74.5 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1, 42.6 FEET SOUTH OF
 AA0861'THE NORTH CORNER OF A CONCRETE WALL AT THE NORTH PROPERTY CORNER, 20.5
 AA0861'FEET NORTHEAST OF THE CENTERLINE OF THE NORTHEAST ENTRANCE DRIVE TO
 AA0861'THE RESORT, AND IS SET IN THE SOUTH CORNER OF THE PAD.
 AA0861
 AA0861                          STATION RECOVERY (1990)
 AA0861
 AA0861'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0861'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO NORTHEAST ON
 AA0861'U.S. HIGHWAY 1 FOR 8.2 MI (13.2 KM) TO THE RAINBOW BEND RESORT AND
 AA0861'THE MARK, SET IN THE SOUTH CORNER OF THE PAD.  LOCATED 74.5 FT (22.7
 AA0861'M) SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1, 42.6 FT (13.0 M)
 AA0861'SOUTH OF THE NORTH CORNER OF A CONCRETE WALL AT THE NORTH PROPERTY
 AA0861'CORNER, 20.5 FT (6.2 M) NORTHEAST OF THE CENTERLINE OF THE NORTHEAST
 AA0861'ENTRANCE DRIVE TO THE RESORT AND IS 0.5 FT (0.2 M) ABOVE THE GROUND
 AA0861'LEVEL.
 AA0861
 AA0861                          STATION RECOVERY (2018)
 AA0861
 AA0861'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0861'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0863 ***********************************************************************
 AA0863  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0863  DESIGNATION -  872 3933 TIDAL 5
 AA0863  PID         -  AA0863
 AA0863  STATE/COUNTY-  FL/MONROE
 AA0863  COUNTRY     -  US
 AA0863  USGS QUAD   -  GRASSY KEY (2018)
 AA0863
 AA0863                         *CURRENT SURVEY CONTROL
 AA0863  ______________________________________________________________________
 AA0863* NAD 83(1986) POSITION- 24 45 22.97   (N) 080 57 31.14   (W)   HD_HELD1
 AA0863* NAVD 88 ORTHO HEIGHT -     1.187 (meters)        3.89  (feet) ADJUSTED
 AA0863  ______________________________________________________________________
 AA0863  GEOID HEIGHT    -        -22.590 (meters)                     GEOID18
 AA0863  DYNAMIC HEIGHT  -          1.185 (meters)        3.89  (feet) COMP
 AA0863  MODELED GRAVITY -    978,969.2   (mgal)                       NAVD 88
 AA0863
 AA0863  VERT ORDER      -  FIRST     CLASS II
 AA0863
 AA0863.The horizontal coordinates were determined by differentially corrected
 AA0863.hand held GPS observations or other comparable positioning techniques
 AA0863.and have an estimated accuracy of +/- 3 meters.
 AA0863
 AA0863.The orthometric height was determined by differential leveling and
 AA0863.adjusted by the NATIONAL GEODETIC SURVEY
 AA0863.in April 2020.
 AA0863
 AA0863.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0863.GEOID18 height accuracy estimate available here.
 AA0863
 AA0863.This Tidal Bench Mark is designated as VM 6285
 AA0863.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0863
 AA0863.Click photographs - Photos may exist for this station.
 AA0863
 AA0863.The dynamic height is computed by dividing the NAVD 88
 AA0863.geopotential number by the normal gravity value computed on the
 AA0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0863.degrees latitude (g = 980.6199 gals.).
 AA0863
 AA0863.The modeled gravity was interpolated from observed gravity values.
 AA0863
 AA0863;                    North         East    Units  Estimated Accuracy
 AA0863;SPC FL E     -    46,857.2     204,182.2     MT  (+/- 3 meters HH1 GPS) 
 AA0863
 AA0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RNH0418037973(NAD 83)
 AA0863
 AA0863                          SUPERSEDED SURVEY CONTROL
 AA0863
 AA0863  NAVD 88 (05/20/94)    1.187  (m)            3.89   (f) SUPERSEDED  1 2
 AA0863  NAVD 88 (06/15/91)    1.195  (m)            3.92   (f) SUPERSEDED  1 2
 AA0863  NGVD 29 (09/01/92)    1.637  (m)            5.37   (f) ADJUSTED    1 2
 AA0863
 AA0863.Superseded values are not recommended for survey control.
 AA0863
 AA0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0863.See file dsdata.pdf to determine how the superseded data were derived.
 AA0863
 AA0863_MARKER: DJ = TIDAL STATION DISK
 AA0863_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0863_SP_SET: WALKWAY
 AA0863_STAMPING: NO. 5 1975
 AA0863_MARK LOGO: NOS
 AA0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0863+SATELLITE: SATELLITE OBSERVATIONS - October 31, 2018
 AA0863
 AA0863  HISTORY     - Date     Condition        Report By
 AA0863  HISTORY     - 1975     MONUMENTED       NOS
 AA0863  HISTORY     - 1982     GOOD             FLDNR
 AA0863  HISTORY     - 19901019 GOOD             FLDNR
 AA0863  HISTORY     - 20060218 GOOD             USPSQD
 AA0863  HISTORY     - 20181031 GOOD             FLDEP
 AA0863
 AA0863                          STATION DESCRIPTION
 AA0863
 AA0863'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0863'7.9 MI NE FROM MARATHON.
 AA0863'BEGIN AT THE POST OFFICE IN MARATHON, GO 7.9 MILES NORTHEAST ON U.S.
 AA0863'HIGHWAY 1 TO THE RAINBOW BEND RESORT AND THE MARK.  THE MARK IS SET IN
 AA0863'THE WALK NEAR THE NORTHEAST ENTRANCE TO THE APARTMENT BUILDING AT THE
 AA0863'WEST CORNER OF THE PROPERTY AND IS 11.5 FEET NORTHWEST OF THE NORTH
 AA0863'CORNER OF THE BUILDING.
 AA0863
 AA0863                          STATION RECOVERY (1990)
 AA0863
 AA0863'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0863'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO NORTHEAST ON
 AA0863'U.S. HIGHWAY 1 FOR 8.2 MI (13.2 KM) TO THE RAINBOW BEND RESORT AND
 AA0863'THE MARK, SET IN THE WALK NEAR THE NORTHEAST ENTRANCE TO THE
 AA0863'APARTMENT BUILDING AT THE WEST CORNER OF THE PROPERTY AND IS 11.5 FT
 AA0863'(3.5 M) NORTHWEST OF THE NORTH CORNER OF THE BUILDING.
 AA0863
 AA0863                          STATION RECOVERY (2006)
 AA0863
 AA0863'RECOVERY NOTE BY US POWER SQUADRON 2006 (JPG)
 AA0863'5 FOOT WESTERLY AND 1.5 FOOT INSIDE(SOUTHERLY)OF 6 FOOT WALL
 AA0863
 AA0863                          STATION RECOVERY (2018)
 AA0863
 AA0863'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0863'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0871 ***********************************************************************
 AA0871  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0871  DESIGNATION -  872 3949 TIDAL 1
 AA0871  PID         -  AA0871
 AA0871  STATE/COUNTY-  FL/MONROE
 AA0871  COUNTRY     -  US
 AA0871  USGS QUAD   -  MARATHON (2018)
 AA0871
 AA0871                         *CURRENT SURVEY CONTROL
 AA0871  ______________________________________________________________________
 AA0871* NAD 83(1986) POSITION- 24 44 01.6    (N) 081 01 01.1    (W)   HD_HELD2
 AA0871* NAVD 88 ORTHO HEIGHT -     0.333 (meters)        1.09  (feet) ADJUSTED
 AA0871  ______________________________________________________________________
 AA0871  GEOID HEIGHT    -        -22.469 (meters)                     GEOID18
 AA0871  DYNAMIC HEIGHT  -          0.333 (meters)        1.09  (feet) COMP
 AA0871  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA0871
 AA0871  VERT ORDER      -  SECOND    CLASS I
 AA0871
 AA0871.The horizontal coordinates were established by autonomous hand held GPS
 AA0871.observations and have an estimated accuracy of +/- 10 meters.
 AA0871
 AA0871.The orthometric height was determined by differential leveling and
 AA0871.adjusted by the NATIONAL GEODETIC SURVEY
 AA0871.in June 1991.
 AA0871
 AA0871.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0871.GEOID18 height accuracy estimate available here.
 AA0871
 AA0871.This Tidal Bench Mark is designated as VM 6288
 AA0871.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0871
 AA0871.Click photographs - Photos may exist for this station.
 AA0871
 AA0871.The dynamic height is computed by dividing the NAVD 88
 AA0871.geopotential number by the normal gravity value computed on the
 AA0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0871.degrees latitude (g = 980.6199 gals.).
 AA0871
 AA0871.The modeled gravity was interpolated from observed gravity values.
 AA0871
 AA0871;                    North         East    Units  Estimated Accuracy
 AA0871;SPC FL E     -    44,353.      198,283.      MT  (+/- 10 meters HH2 GPS)
 AA0871
 AA0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9828335469(NAD 83)
 AA0871
 AA0871                          SUPERSEDED SURVEY CONTROL
 AA0871
 AA0871.No superseded survey control is available for this station.
 AA0871
 AA0871_MARKER: DJ = TIDAL STATION DISK
 AA0871_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0871_SP_SET: SEAWALL
 AA0871_STAMPING: NO 1 1975
 AA0871_MARK LOGO: NOS
 AA0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0871+STABILITY: SURFACE MOTION
 AA0871_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0871+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2018
 AA0871
 AA0871  HISTORY     - Date     Condition        Report By
 AA0871  HISTORY     - 1975     MONUMENTED       NOS
 AA0871  HISTORY     - 1982     GOOD             FLDNR
 AA0871  HISTORY     - 20031123 POOR             USPSQD
 AA0871  HISTORY     - 20181018 POOR             FLDEP
 AA0871
 AA0871                          STATION DESCRIPTION
 AA0871
 AA0871'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0871'4.1 MI NE FROM MARATHON.
 AA0871'BEGIN AT THE POST OFFICE IN MARATHON, GO 4.1 MILES NORTHEAST
 AA0871'ON U.S. HIGHWAY 1 TO THE QUAY RESTAURANT AND THE VICINITY OF
 AA0871'THE MARK.  THE MARK IS SET IN THE SEAWALL ALONG THE PARKING LOT
 AA0871'AND IS SOUTHWEST OF THE RESTAURANT.
 AA0871'THE MARK IS 2.0 FT BELOW PARKING LOT.
 AA0871
 AA0871                          STATION RECOVERY (2003)
 AA0871
 AA0871'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0871'MARK IS SET IN SEAWALL ALONG THE PARKING LOT AND IS TUCKED UNDER A
 AA0871'NEWLY POURED CONCRETE SIDEWALK. MARKER IS VISABLE BUT NOT READABLE.
 AA0871
 AA0871                          STATION RECOVERY (2018)
 AA0871
 AA0871'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0871'RECOVERED IN GOOD CONDITION.
 AA0871'
 AA0871'NOTE-MARK IS UNDER A NEW SIDEWALK AND CANT BE LEVELED TOO THIS DATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0872 ***********************************************************************
 AA0872  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0872  DESIGNATION -  872 3949 TIDAL 2
 AA0872  PID         -  AA0872
 AA0872  STATE/COUNTY-  FL/MONROE
 AA0872  COUNTRY     -  US
 AA0872  USGS QUAD   -  MARATHON (2018)
 AA0872
 AA0872                         *CURRENT SURVEY CONTROL
 AA0872  ______________________________________________________________________
 AA0872* NAD 83(1986) POSITION- 24 44 02.     (N) 081 00 59.     (W)   SCALED
 AA0872* NAVD 88 ORTHO HEIGHT -     1.376 (meters)        4.51  (feet) ADJUSTED
 AA0872  ______________________________________________________________________
 AA0872  GEOID HEIGHT    -        -22.470 (meters)                     GEOID18
 AA0872  DYNAMIC HEIGHT  -          1.373 (meters)        4.50  (feet) COMP
 AA0872  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA0872
 AA0872  VERT ORDER      -  SECOND    CLASS I
 AA0872
 AA0872.The horizontal coordinates were scaled from a map and have
 AA0872.an estimated accuracy of +/- 6 seconds.
 AA0872
 AA0872.The orthometric height was determined by differential leveling and
 AA0872.adjusted by the NATIONAL GEODETIC SURVEY
 AA0872.in June 1991.
 AA0872
 AA0872.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0872.GEOID18 height accuracy estimate available here.
 AA0872
 AA0872.This Tidal Bench Mark is designated as VM 6289
 AA0872.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0872
 AA0872.Click photographs - Photos may exist for this station.
 AA0872
 AA0872.The dynamic height is computed by dividing the NAVD 88
 AA0872.geopotential number by the normal gravity value computed on the
 AA0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0872.degrees latitude (g = 980.6199 gals.).
 AA0872
 AA0872.The modeled gravity was interpolated from observed gravity values.
 AA0872
 AA0872;                    North         East    Units  Estimated Accuracy
 AA0872;SPC FL E     -    44,370.      198,340.      MT  (+/- 180 meters Scaled)
 AA0872
 AA0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH983354(NAD 83)
 AA0872
 AA0872                          SUPERSEDED SURVEY CONTROL
 AA0872
 AA0872.No superseded survey control is available for this station.
 AA0872
 AA0872_MARKER: DJ = TIDAL STATION DISK
 AA0872_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0872_SP_SET: STEP
 AA0872_STAMPING: NO 2 1975
 AA0872_MARK LOGO: NOS
 AA0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0872_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0872+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA0872
 AA0872  HISTORY     - Date     Condition        Report By
 AA0872  HISTORY     - 1975     MONUMENTED       NOS
 AA0872  HISTORY     - 1982     GOOD             FLDNR
 AA0872  HISTORY     - 20031123 GOOD             USPSQD
 AA0872  HISTORY     - 20181018 MARK NOT FOUND   FLDEP
 AA0872
 AA0872                          STATION DESCRIPTION
 AA0872
 AA0872'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0872'4.1 MI NE FROM MARATHON.
 AA0872'BEGIN AT THE POST OFFICE IN MARATHON, GO 4.1 MILES NORTHEAST
 AA0872'ON U.S. HIGHWAY 1 TO THE QUAY RESTAURANT AND THE VICINITY OF
 AA0872'THE MARK.  THE MARK IS SET IN THE TOP OF THE FIRST CONCRETE STEP
 AA0872'AT THE SOUTHWEST DOOR TO THE RESTAURANT.
 AA0872'THE MARK IS 1 FT ABOVE GROUND.
 AA0872
 AA0872                          STATION RECOVERY (2003)
 AA0872
 AA0872'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0872'MARKER INSIDE OF 6' TALL WOOD ENCLOSURE. 18.4' WEST OF WEST SIDE OF
 AA0872'QUAY RESTAURANT. 14.4'EAST OF POWER/LIGHT POLE.
 AA0872
 AA0872                          STATION RECOVERY (2018)
 AA0872
 AA0872'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0872'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0873 ***********************************************************************
 AA0873  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0873  DESIGNATION -  872 3949 TIDAL 3
 AA0873  PID         -  AA0873
 AA0873  STATE/COUNTY-  FL/MONROE
 AA0873  COUNTRY     -  US
 AA0873  USGS QUAD   -  MARATHON (2018)
 AA0873
 AA0873                         *CURRENT SURVEY CONTROL
 AA0873  ______________________________________________________________________
 AA0873* NAD 83(1986) POSITION- 24 44 02.     (N) 081 00 59.     (W)   SCALED
 AA0873* NAVD 88 ORTHO HEIGHT -     0.933 (meters)        3.06  (feet) ADJUSTED
 AA0873  ______________________________________________________________________
 AA0873  GEOID HEIGHT    -        -22.470 (meters)                     GEOID18
 AA0873  DYNAMIC HEIGHT  -          0.931 (meters)        3.05  (feet) COMP
 AA0873  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA0873
 AA0873  VERT ORDER      -  FIRST     CLASS II
 AA0873
 AA0873.The horizontal coordinates were scaled from a map and have
 AA0873.an estimated accuracy of +/- 6 seconds.
 AA0873
 AA0873.The orthometric height was determined by differential leveling and
 AA0873.adjusted by the NATIONAL GEODETIC SURVEY
 AA0873.in May 1994.
 AA0873
 AA0873.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0873.GEOID18 height accuracy estimate available here.
 AA0873
 AA0873.This Tidal Bench Mark is designated as VM 6290
 AA0873.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0873
 AA0873.Click photographs - Photos may exist for this station.
 AA0873
 AA0873.The dynamic height is computed by dividing the NAVD 88
 AA0873.geopotential number by the normal gravity value computed on the
 AA0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0873.degrees latitude (g = 980.6199 gals.).
 AA0873
 AA0873.The modeled gravity was interpolated from observed gravity values.
 AA0873
 AA0873;                    North         East    Units  Estimated Accuracy
 AA0873;SPC FL E     -    44,370.      198,340.      MT  (+/- 180 meters Scaled)
 AA0873
 AA0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH983354(NAD 83)
 AA0873
 AA0873                          SUPERSEDED SURVEY CONTROL
 AA0873
 AA0873  NAVD 88 (06/15/91)    0.932  (m)            3.06   (f) SUPERSEDED  1 2
 AA0873  NGVD 29 (09/01/92)    1.376  (m)            4.51   (f) ADJUSTED    1 2
 AA0873
 AA0873.Superseded values are not recommended for survey control.
 AA0873
 AA0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0873.See file dsdata.pdf to determine how the superseded data were derived.
 AA0873
 AA0873_MARKER: DJ = TIDAL STATION DISK
 AA0873_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0873_SP_SET: SEAWALL
 AA0873_STAMPING: NO 3 1975
 AA0873_MARK LOGO: NOS
 AA0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0873+STABILITY: SURFACE MOTION
 AA0873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0873+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA0873
 AA0873  HISTORY     - Date     Condition        Report By
 AA0873  HISTORY     - 1975     MONUMENTED       NOS
 AA0873  HISTORY     - 1982     GOOD             FLDNR
 AA0873  HISTORY     - 19901031 GOOD             FLDNR
 AA0873  HISTORY     - 20031123 GOOD             USPSQD
 AA0873  HISTORY     - 20181018 MARK NOT FOUND   FLDEP
 AA0873
 AA0873                          STATION DESCRIPTION
 AA0873
 AA0873'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0873'4.1 MI NE FROM MARATHON.
 AA0873'BEGIN AT THE POST OFFICE IN MARATHON, GO 4.1 MILES NORTHEAST
 AA0873'ON U.S. HIGHWAY 1 TO THE QUAY RESTAURANT AND THE VICINITY OF
 AA0873'THE MARK.  THE MARK IS 51.7 FEET WEST OF THE WEST CORNER OF THE
 AA0873'RESTAURANT AND IS SET IN THE TOP OF THE SEAWALL ON THE EAST SIDE
 AA0873'OF THE BOAT BASIN.
 AA0873
 AA0873                          STATION RECOVERY (1990)
 AA0873
 AA0873'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0873'RECOVERED IN GOOD CONDITION AND AS DESCRIBED, ADD THAT THE IS LOCATED
 AA0873'75.3 FT (23.0 M) NORTHWEST OF BENCH MARK NO 2 1975, AND 80.0 FT (24.4
 AA0873'M) SOUTH-SOUTHEAST OF BENCH MARK NO 4 1975.
 AA0873
 AA0873                          STATION RECOVERY (2003)
 AA0873
 AA0873'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0873'BEGIN AT THE POST OFFICE IN MARATHON, GO 4.1 MILES NORTHEAST ON U.S.
 AA0873'HIGHWAY 1 TO THE QUAY RESTAURANT AND THE VICINITY OF THE MARK. THE
 AA0873'MARK IS 27' NW OF THE NW CORNER OF THE RESTAURANT AND IS SET IN THE
 AA0873'TOP OF THE SEAWALL ON THE EAST SIDE OF THE BOAT BASIN
 AA0873
 AA0873                          STATION RECOVERY (2018)
 AA0873
 AA0873'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0873'NOT RECOVERED.  THE DISK HAS BEEN PRIED OFF OF ITS STEM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0874 ***********************************************************************
 AA0874  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0874  DESIGNATION -  872 3949 TIDAL 4
 AA0874  PID         -  AA0874
 AA0874  STATE/COUNTY-  FL/MONROE
 AA0874  COUNTRY     -  US
 AA0874  USGS QUAD   -  MARATHON (2018)
 AA0874
 AA0874                         *CURRENT SURVEY CONTROL
 AA0874  ______________________________________________________________________
 AA0874* NAD 83(1986) POSITION- 24 44 03.32   (N) 081 01 00.66   (W)   HD_HELD1
 AA0874* NAVD 88 ORTHO HEIGHT -     0.961 (meters)        3.15  (feet) ADJUSTED
 AA0874  ______________________________________________________________________
 AA0874  GEOID HEIGHT    -        -22.469 (meters)                     GEOID18
 AA0874  DYNAMIC HEIGHT  -          0.959 (meters)        3.15  (feet) COMP
 AA0874  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA0874
 AA0874  VERT ORDER      -  FIRST     CLASS II
 AA0874
 AA0874.The horizontal coordinates were determined by differentially corrected
 AA0874.hand held GPS observations or other comparable positioning techniques
 AA0874.and have an estimated accuracy of +/- 3 meters.
 AA0874
 AA0874.The orthometric height was determined by differential leveling and
 AA0874.adjusted by the NATIONAL GEODETIC SURVEY
 AA0874.in April 2020.
 AA0874
 AA0874.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0874.GEOID18 height accuracy estimate available here.
 AA0874
 AA0874.This Tidal Bench Mark is designated as VM 6291
 AA0874.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0874
 AA0874.Click photographs - Photos may exist for this station.
 AA0874
 AA0874.The dynamic height is computed by dividing the NAVD 88
 AA0874.geopotential number by the normal gravity value computed on the
 AA0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0874.degrees latitude (g = 980.6199 gals.).
 AA0874
 AA0874.The modeled gravity was interpolated from observed gravity values.
 AA0874
 AA0874;                    North         East    Units  Estimated Accuracy
 AA0874;SPC FL E     -    44,406.0     198,295.5     MT  (+/- 3 meters HH1 GPS) 
 AA0874
 AA0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9829635522(NAD 83)
 AA0874
 AA0874                          SUPERSEDED SURVEY CONTROL
 AA0874
 AA0874  NAVD 88 (06/15/91)    0.961  (m)            3.15   (f) SUPERSEDED  1 2
 AA0874  NGVD 29 (09/01/92)    1.404  (m)            4.61   (f) ADJUSTED    1 2
 AA0874
 AA0874.Superseded values are not recommended for survey control.
 AA0874
 AA0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0874.See file dsdata.pdf to determine how the superseded data were derived.
 AA0874
 AA0874_MARKER: DJ = TIDAL STATION DISK
 AA0874_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0874_SP_SET: SEAWALL
 AA0874_STAMPING: NO 4 1975
 AA0874_MARK LOGO: NOS
 AA0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0874+STABILITY: SURFACE MOTION
 AA0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0874+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2018
 AA0874
 AA0874  HISTORY     - Date     Condition        Report By
 AA0874  HISTORY     - 1975     MONUMENTED       NOS
 AA0874  HISTORY     - 1982     GOOD             FLDNR
 AA0874  HISTORY     - 19901031 GOOD             FLDNR
 AA0874  HISTORY     - 20031123 GOOD             USPSQD
 AA0874  HISTORY     - 20181018 GOOD             FLDEP
 AA0874
 AA0874                          STATION DESCRIPTION
 AA0874
 AA0874'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0874'4.1 MI NE FROM MARATHON.
 AA0874'BEGIN AT THE POST OFFICE IN MARATHON, GO 4.1 MILES NORTHEAST
 AA0874'ON U.S. HIGHWAY 1 TO THE QUAY RESTAURANT AND THE VICINITY OF
 AA0874'THE MARK.  THE MARK IS SET IN THE SEAWALL ON THE EAST SIDE OF
 AA0874'THE BOAT BASIN, NORTHWEST OF THE WEST CORNER OF THE RESTAURANT,
 AA0874'AND 72.4 FEET SOUTHWEST OF THE SOUTH CORNER OF AN APARTMENT
 AA0874'BUILDING.
 AA0874
 AA0874                          STATION RECOVERY (1990)
 AA0874
 AA0874'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0874'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE APARTMENT
 AA0874'BUILDING IS NOW A TIKI BAR AND RESTAURANT, ADD THAT THE MARK IS
 AA0874'LOCATED 136.6 FT (41.6 M) WEST OF BENCH MARK NO 5 1975 AND 80.0 FT
 AA0874'(24.4 M) NORTH-NORTHWEST OF BENCH MARK NO 3 1975.
 AA0874
 AA0874                          STATION RECOVERY (2003)
 AA0874
 AA0874'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0874'RECOVERED IN GOOD CONDITION.
 AA0874
 AA0874                          STATION RECOVERY (2018)
 AA0874
 AA0874'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0874'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0875 ***********************************************************************
 AA0875  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0875  DESIGNATION -  872 3949 TIDAL 5
 AA0875  PID         -  AA0875
 AA0875  STATE/COUNTY-  FL/MONROE
 AA0875  COUNTRY     -  US
 AA0875  USGS QUAD   -  MARATHON (2018)
 AA0875
 AA0875                         *CURRENT SURVEY CONTROL
 AA0875  ______________________________________________________________________
 AA0875* NAD 83(1986) POSITION- 24 44 03.64   (N) 081 00 59.29   (W)   HD_HELD1
 AA0875* NAVD 88 ORTHO HEIGHT -     1.725 (meters)        5.66  (feet) ADJUSTED
 AA0875  ______________________________________________________________________
 AA0875  GEOID HEIGHT    -        -22.470 (meters)                     GEOID18
 AA0875  DYNAMIC HEIGHT  -          1.722 (meters)        5.65  (feet) COMP
 AA0875  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA0875
 AA0875  VERT ORDER      -  FIRST     CLASS II
 AA0875
 AA0875.The horizontal coordinates were determined by differentially corrected
 AA0875.hand held GPS observations or other comparable positioning techniques
 AA0875.and have an estimated accuracy of +/- 3 meters.
 AA0875
 AA0875.The orthometric height was determined by differential leveling and
 AA0875.adjusted by the NATIONAL GEODETIC SURVEY
 AA0875.in April 2020.
 AA0875
 AA0875.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0875.GEOID18 height accuracy estimate available here.
 AA0875
 AA0875.This Tidal Bench Mark is designated as VM 6292
 AA0875.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0875
 AA0875.Click photographs - Photos may exist for this station.
 AA0875
 AA0875.The dynamic height is computed by dividing the NAVD 88
 AA0875.geopotential number by the normal gravity value computed on the
 AA0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0875.degrees latitude (g = 980.6199 gals.).
 AA0875
 AA0875.The modeled gravity was interpolated from observed gravity values.
 AA0875
 AA0875;                    North         East    Units  Estimated Accuracy
 AA0875;SPC FL E     -    44,415.9     198,333.9     MT  (+/- 3 meters HH1 GPS) 
 AA0875
 AA0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9833435532(NAD 83)
 AA0875
 AA0875                          SUPERSEDED SURVEY CONTROL
 AA0875
 AA0875  NAVD 88 (06/15/91)    1.725  (m)            5.66   (f) SUPERSEDED  2 1
 AA0875
 AA0875.Superseded values are not recommended for survey control.
 AA0875
 AA0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0875.See file dsdata.pdf to determine how the superseded data were derived.
 AA0875
 AA0875_MARKER: DJ = TIDAL STATION DISK
 AA0875_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0875_SP_SET: GUY TOWER PAD
 AA0875_STAMPING: NO 5 1975
 AA0875_MARK LOGO: NOS
 AA0875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0875+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2018
 AA0875
 AA0875  HISTORY     - Date     Condition        Report By
 AA0875  HISTORY     - 1975     MONUMENTED       NOS
 AA0875  HISTORY     - 1982     GOOD             FLDNR
 AA0875  HISTORY     - 20031123 GOOD             USPSQD
 AA0875  HISTORY     - 20181018 GOOD             FLDEP
 AA0875
 AA0875                          STATION DESCRIPTION
 AA0875
 AA0875'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0875'4.1 MI NE FROM MARATHON.
 AA0875'BEGIN AT THE POST OFFICE IN MARATHON, GO 4.1 MILES NORTHEAST
 AA0875'ON U.S. HIGHWAY 1 TO THE QUAY RESTAURANT AND THE VICINITY OF
 AA0875'THE MARK.  THE MARK IS NORTH OF THE NORTH CORNER OF THE RESTAURANT,
 AA0875'AND 37.0 FEET SOUTHEAST OF THE EAST CORNER OF AN APARTMENT
 AA0875'BUILDING.
 AA0875
 AA0875                          STATION RECOVERY (2003)
 AA0875
 AA0875'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0875'THE MARK IS NORTH OF THE NORTH CORNER OF THE QUAY RESTAURANT, AND 34.0
 AA0875'FEET SOUTHEAST OF THE EAST CORNTER OF THE QUAY TIKI BAR, NORTH OF THE
 AA0875'QUAY RESTAURANT. MARKER IS LOCATED ON TOP OF A CONCRETE ANCHOR BLOCK
 AA0875'APPROX 3' X 3' X 3', 12 FOOT WEST OF EDGE OF BASIN.
 AA0875
 AA0875                          STATION RECOVERY (2018)
 AA0875
 AA0875'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0875'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0885 ***********************************************************************
 AA0885  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0885  DESIGNATION -  872 3950 D TIDAL
 AA0885  PID         -  AA0885
 AA0885  STATE/COUNTY-  FL/MONROE
 AA0885  COUNTRY     -  US
 AA0885  USGS QUAD   -  MARATHON (2018)
 AA0885
 AA0885                         *CURRENT SURVEY CONTROL
 AA0885  ______________________________________________________________________
 AA0885* NAD 83(1986) POSITION- 24 43 47.13   (N) 081 01 48.38   (W)   HD_HELD1
 AA0885* NAVD 88 ORTHO HEIGHT -     1.520 (meters)        4.99  (feet) ADJUSTED
 AA0885  ______________________________________________________________________
 AA0885  GEOID HEIGHT    -        -22.448 (meters)                     GEOID18
 AA0885  DYNAMIC HEIGHT  -          1.517 (meters)        4.98  (feet) COMP
 AA0885  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA0885
 AA0885  VERT ORDER      -  FIRST     CLASS II
 AA0885
 AA0885.The horizontal coordinates were determined by differentially corrected
 AA0885.hand held GPS observations or other comparable positioning techniques
 AA0885.and have an estimated accuracy of +/- 3 meters.
 AA0885
 AA0885.The orthometric height was determined by differential leveling and
 AA0885.adjusted by the NATIONAL GEODETIC SURVEY
 AA0885.in April 2020.
 AA0885
 AA0885.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0885.GEOID18 height accuracy estimate available here.
 AA0885
 AA0885.This Tidal Bench Mark is designated as VM 14236
 AA0885.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0885
 AA0885.Click photographs - Photos may exist for this station.
 AA0885
 AA0885.The dynamic height is computed by dividing the NAVD 88
 AA0885.geopotential number by the normal gravity value computed on the
 AA0885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0885.degrees latitude (g = 980.6199 gals.).
 AA0885
 AA0885.The modeled gravity was interpolated from observed gravity values.
 AA0885
 AA0885;                    North         East    Units  Estimated Accuracy
 AA0885;SPC FL E     -    43,908.1     196,954.4     MT  (+/- 3 meters HH1 GPS) 
 AA0885
 AA0885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9695535025(NAD 83)
 AA0885
 AA0885                          SUPERSEDED SURVEY CONTROL
 AA0885
 AA0885  NAVD 88 (06/15/91)    1.520  (m)            4.99   (f) SUPERSEDED  2 1
 AA0885
 AA0885.Superseded values are not recommended for survey control.
 AA0885
 AA0885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0885.See file dsdata.pdf to determine how the superseded data were derived.
 AA0885
 AA0885_MARKER: DB = BENCH MARK DISK
 AA0885_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0885_SP_SET: DOCK AND SEAWALL
 AA0885_STAMPING: 3950 D 1982
 AA0885_MARK LOGO: NOS
 AA0885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0885+STABILITY: SURFACE MOTION
 AA0885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0885+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2018
 AA0885
 AA0885  HISTORY     - Date     Condition        Report By
 AA0885  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0885  HISTORY     - 1986     GOOD             FLDNR
 AA0885  HISTORY     - 20040207 GOOD             USPSQD
 AA0885  HISTORY     - 20181017 GOOD             FLDEP
 AA0885
 AA0885                          STATION DESCRIPTION
 AA0885
 AA0885'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0885'3.2 MI NE FROM MARATHON.
 AA0885'BEGIN AT THE POST OFFICE IN MARATHON, GO 3.2 MILES NORTHEAST ON U.S.
 AA0885'HIGHWAY 1 TO CAPTAIN HOOK MARINA AND THE MARK.  THE MARK BEARS 46.1
 AA0885'FEET EAST-SOUTHEAST OF THE EAST CORNER OF THE MARINA OFFICE BUILDING,
 AA0885'11.1 FEET SOUTHEAST OF THE EXTENDED CENTERLINE OF THE ALLEY BEHIND
 AA0885'THE OFFICE BUILDING, AND 5.1 FEET SOUTHWEST OF THE MOST SOUTHEASTERN
 AA0885'BOAT HOIST.
 AA0885'THE MARK IS 2 FT ABOVE DOCK WALKWAY.
 AA0885
 AA0885                          STATION RECOVERY (1986)
 AA0885
 AA0885'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0885'RECOVERED IN GOOD CONDITION.
 AA0885
 AA0885                          STATION RECOVERY (2004)
 AA0885
 AA0885'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA0885'RECOVERED IN GOOD CONDITION.
 AA0885
 AA0885                          STATION RECOVERY (2018)
 AA0885
 AA0885'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0885'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0884 ***********************************************************************
 AA0884  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0884  DESIGNATION -  872 3950 E TIDAL
 AA0884  PID         -  AA0884
 AA0884  STATE/COUNTY-  FL/MONROE
 AA0884  COUNTRY     -  US
 AA0884  USGS QUAD   -  MARATHON (2018)
 AA0884
 AA0884                         *CURRENT SURVEY CONTROL
 AA0884  ______________________________________________________________________
 AA0884* NAD 83(1986) POSITION- 24 43 47.08   (N) 081 01 49.44   (W)   HD_HELD1
 AA0884* NAVD 88 ORTHO HEIGHT -     1.645 (meters)        5.40  (feet) ADJUSTED
 AA0884  ______________________________________________________________________
 AA0884  GEOID HEIGHT    -        -22.447 (meters)                     GEOID18
 AA0884  DYNAMIC HEIGHT  -          1.642 (meters)        5.39  (feet) COMP
 AA0884  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA0884
 AA0884  VERT ORDER      -  FIRST     CLASS II
 AA0884
 AA0884.The horizontal coordinates were determined by differentially corrected
 AA0884.hand held GPS observations or other comparable positioning techniques
 AA0884.and have an estimated accuracy of +/- 3 meters.
 AA0884
 AA0884.The orthometric height was determined by differential leveling and
 AA0884.adjusted by the NATIONAL GEODETIC SURVEY
 AA0884.in April 2020.
 AA0884
 AA0884.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0884.GEOID18 height accuracy estimate available here.
 AA0884
 AA0884.This Tidal Bench Mark is designated as VM 14237
 AA0884.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0884
 AA0884.Click photographs - Photos may exist for this station.
 AA0884
 AA0884.The dynamic height is computed by dividing the NAVD 88
 AA0884.geopotential number by the normal gravity value computed on the
 AA0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0884.degrees latitude (g = 980.6199 gals.).
 AA0884
 AA0884.The modeled gravity was interpolated from observed gravity values.
 AA0884
 AA0884;                    North         East    Units  Estimated Accuracy
 AA0884;SPC FL E     -    43,906.6     196,924.6     MT  (+/- 3 meters HH1 GPS) 
 AA0884
 AA0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9692535023(NAD 83)
 AA0884
 AA0884                          SUPERSEDED SURVEY CONTROL
 AA0884
 AA0884  NAVD 88 (06/15/91)    1.645  (m)            5.40   (f) SUPERSEDED  2 1
 AA0884
 AA0884.Superseded values are not recommended for survey control.
 AA0884
 AA0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0884.See file dsdata.pdf to determine how the superseded data were derived.
 AA0884
 AA0884_MARKER: DB = BENCH MARK DISK
 AA0884_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0884+WITH SETTING: PAVEMENT
 AA0884_SP_SET: PLATFORM
 AA0884_STAMPING: 3950 E 1982
 AA0884_MARK LOGO: NOS
 AA0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0884+STABILITY: SURFACE MOTION
 AA0884_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0884+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2018
 AA0884
 AA0884  HISTORY     - Date     Condition        Report By
 AA0884  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0884  HISTORY     - 1986     GOOD             FLDNR
 AA0884  HISTORY     - 20040207 GOOD             USPSQD
 AA0884  HISTORY     - 20181017 GOOD             FLDEP
 AA0884
 AA0884                          STATION DESCRIPTION
 AA0884
 AA0884'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0884'3.2 MI NE FROM MARATHON.
 AA0884'BEGIN AT THE POST OFFICE IN MARATHON, GO 3.2 MILES NORTHEAST ON U.S.
 AA0884'HIGHWAY 1 TO CAPTAIN HOOK MARINA AND THE MARK.  THE MARK BEARS 9.5
 AA0884'FEET SOUTHEAST OF THE SOUTH CORNER OF THE MARINA OFFICE BUILDING,
 AA0884'13.0 FEET NORTHWEST OF THE CENTERLINE OF THE ALLEY BEHIND THE OFFICE
 AA0884'BUILDING, AND 98.8 FEET WEST-SOUTHWEST OF TIDAL BENCH MARK
 AA0884'3950 D 1982.
 AA0884'THE MARK IS 2 FT ABOVE ALLEY.
 AA0884
 AA0884                          STATION RECOVERY (1986)
 AA0884
 AA0884'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0884'RECOVERED IN GOOD CONDITION.
 AA0884
 AA0884                          STATION RECOVERY (2004)
 AA0884
 AA0884'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA0884'RECOVERED IN GOOD CONDITION.
 AA0884
 AA0884                          STATION RECOVERY (2018)
 AA0884
 AA0884'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0884'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0886 ***********************************************************************
 AA0886  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0886  DESIGNATION -  872 3950 F TIDAL
 AA0886  PID         -  AA0886
 AA0886  STATE/COUNTY-  FL/MONROE
 AA0886  COUNTRY     -  US
 AA0886  USGS QUAD   -  MARATHON (2018)
 AA0886
 AA0886                         *CURRENT SURVEY CONTROL
 AA0886  ______________________________________________________________________
 AA0886* NAD 83(1986) POSITION- 24 43 46.18   (N) 081 01 51.51   (W)   HD_HELD1
 AA0886* NAVD 88 ORTHO HEIGHT -     1.306 (meters)        4.28  (feet) ADJUSTED
 AA0886  ______________________________________________________________________
 AA0886  GEOID HEIGHT    -        -22.446 (meters)                     GEOID18
 AA0886  DYNAMIC HEIGHT  -          1.304 (meters)        4.28  (feet) COMP
 AA0886  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA0886
 AA0886  VERT ORDER      -  SECOND    CLASS I
 AA0886
 AA0886.The horizontal coordinates were determined by differentially corrected
 AA0886.hand held GPS observations or other comparable positioning techniques
 AA0886.and have an estimated accuracy of +/- 3 meters.
 AA0886
 AA0886.The orthometric height was determined by differential leveling and
 AA0886.adjusted by the NATIONAL GEODETIC SURVEY
 AA0886.in June 1991.
 AA0886
 AA0886.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0886.GEOID18 height accuracy estimate available here.
 AA0886
 AA0886.This Tidal Bench Mark is designated as VM 14238
 AA0886.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0886
 AA0886.Click photographs - Photos may exist for this station.
 AA0886
 AA0886.The dynamic height is computed by dividing the NAVD 88
 AA0886.geopotential number by the normal gravity value computed on the
 AA0886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0886.degrees latitude (g = 980.6199 gals.).
 AA0886
 AA0886.The modeled gravity was interpolated from observed gravity values.
 AA0886
 AA0886;                    North         East    Units  Estimated Accuracy
 AA0886;SPC FL E     -    43,878.9     196,866.4     MT  (+/- 3 meters HH1 GPS) 
 AA0886
 AA0886_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9686734995(NAD 83)
 AA0886
 AA0886                          SUPERSEDED SURVEY CONTROL
 AA0886
 AA0886.No superseded survey control is available for this station.
 AA0886
 AA0886_MARKER: DJ = TIDAL STATION DISK
 AA0886_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0886_SP_SET: SEAWALL
 AA0886_STAMPING: 3950 F 1982
 AA0886_MARK LOGO: NOS
 AA0886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0886+STABILITY: SURFACE MOTION
 AA0886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0886+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AA0886
 AA0886  HISTORY     - Date     Condition        Report By
 AA0886  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0886  HISTORY     - 1986     GOOD             FLDNR
 AA0886  HISTORY     - 20040207 GOOD             USPSQD
 AA0886  HISTORY     - 20181017 MARK NOT FOUND   FLDEP
 AA0886
 AA0886                          STATION DESCRIPTION
 AA0886
 AA0886'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0886'3.2 MI NE FROM MARATHON.
 AA0886'BEGIN AT THE POST OFFICE IN MARATHON, GO 3.2 MILES NORTHEAST ON U.S.
 AA0886'HIGHWAY 1 TO CAPTAIN HOOK MARINA AND THE MARK.  THE MARK IS SOUTHWEST
 AA0886'OF CAPTAIN HOOKS MARINA, 35.8 FEET SOUTHWEST OF THE SOUTH CORNER OF
 AA0886'THE TICKET OFFICE FOR THE DEEP SEA FISHING BOAT MARATHON LADY, 28.0
 AA0886'FEET SOUTHEAST OF THE CENTERLINE OF THE ALLEY, AND 101.0 FEET
 AA0886'NORTHEAST OF THE SOUTHWEST END OF THE SEAWALL.
 AA0886'THE MARK IS 3 FT ABOVE WOODEN DOCK.
 AA0886
 AA0886                          STATION RECOVERY (1986)
 AA0886
 AA0886'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0886'RECOVERED IN GOOD CONDITION.
 AA0886
 AA0886                          STATION RECOVERY (2004)
 AA0886
 AA0886'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA0886'RECOVERED IN GOOD CONDITION.
 AA0886
 AA0886                          STATION RECOVERY (2018)
 AA0886
 AA0886'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0886'NOT RECOVERED.  STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AA0886'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1640 ***********************************************************************
 AA1640  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1640  DESIGNATION -  872 3950 G TIDAL
 AA1640  PID         -  AA1640
 AA1640  STATE/COUNTY-  FL/MONROE
 AA1640  COUNTRY     -  US
 AA1640  USGS QUAD   -  MARATHON (2018)
 AA1640
 AA1640                         *CURRENT SURVEY CONTROL
 AA1640  ______________________________________________________________________
 AA1640* NAD 83(1986) POSITION- 24 43 48.84   (N) 081 01 48.08   (W)   HD_HELD1
 AA1640* NAVD 88 ORTHO HEIGHT -     5.809 (meters)       19.06  (feet) ADJUSTED
 AA1640  ______________________________________________________________________
 AA1640  GEOID HEIGHT    -        -22.448 (meters)                     GEOID18
 AA1640  DYNAMIC HEIGHT  -          5.799 (meters)       19.03  (feet) COMP
 AA1640  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA1640
 AA1640  VERT ORDER      -  FIRST     CLASS II
 AA1640
 AA1640.The horizontal coordinates were determined by differentially corrected
 AA1640.hand held GPS observations or other comparable positioning techniques
 AA1640.and have an estimated accuracy of +/- 3 meters.
 AA1640
 AA1640.The orthometric height was determined by differential leveling and
 AA1640.adjusted by the NATIONAL GEODETIC SURVEY
 AA1640.in June 1991.
 AA1640
 AA1640.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1640.GEOID18 height accuracy estimate available here.
 AA1640
 AA1640.This Tidal Bench Mark is designated as VM 14239
 AA1640.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1640
 AA1640.Click photographs - Photos may exist for this station.
 AA1640
 AA1640.The dynamic height is computed by dividing the NAVD 88
 AA1640.geopotential number by the normal gravity value computed on the
 AA1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1640.degrees latitude (g = 980.6199 gals.).
 AA1640
 AA1640.The modeled gravity was interpolated from observed gravity values.
 AA1640
 AA1640;                    North         East    Units  Estimated Accuracy
 AA1640;SPC FL E     -    43,960.8     196,962.8     MT  (+/- 3 meters HH1 GPS) 
 AA1640
 AA1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9696335077(NAD 83)
 AA1640
 AA1640                          SUPERSEDED SURVEY CONTROL
 AA1640
 AA1640  NGVD 29 (09/01/92)    6.252  (m)           20.51   (f) ADJUSTED    1 2
 AA1640
 AA1640.Superseded values are not recommended for survey control.
 AA1640
 AA1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1640.See file dsdata.pdf to determine how the superseded data were derived.
 AA1640
 AA1640_MARKER: DD = SURVEY DISK
 AA1640_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1640_SP_SET: BRIDGE GUARDRAIL
 AA1640_STAMPING: 3950 G
 AA1640_MARK LOGO: FLDT
 AA1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1640+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2018
 AA1640
 AA1640  HISTORY     - Date     Condition        Report By
 AA1640  HISTORY     - UNK      MONUMENTED       FLDT
 AA1640  HISTORY     - 1986     GOOD             FLDNR
 AA1640  HISTORY     - 19901026 GOOD             FLDNR
 AA1640  HISTORY     - 20040207 GOOD             USPSQD
 AA1640  HISTORY     - 20181017 GOOD             FLDEP
 AA1640
 AA1640                          STATION DESCRIPTION
 AA1640
 AA1640'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1640'3.2 MI NE FROM MARATHON.
 AA1640'THE MARK IS 2.8 FT ABOVE HIGHWAY.
 AA1640'BEGIN AT THE POST OFFICE IN MARATHON, GO 3.2 MILES NORTHEAST ON U.S.
 AA1640'HIGHWAY 1 TO THE SOUTHWEST CORNER OF THE BRIDGE OVER VACA CUT.  THE
 AA1640'MARK BEARS 19.6 FEET EAST OF THE WEST END OF THE CONCRETE BRIDGE RAIL
 AA1640'AND 17.6 FEET SOUTH OF THE CENTERLINE OF THE NORTHBOUND LANE OF U.S.
 AA1640'1.  THE MARK WAS STAMPED BY THIS PARTY.
 AA1640
 AA1640                          STATION RECOVERY (1990)
 AA1640
 AA1640'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA1640'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO NORTHEAST ON
 AA1640'U.S. HIGHWAY 1 FOR 3.2 MI (5.1 KM) TO THE SOUTHEAST CORNER OF THE
 AA1640'BRIDGE OVER VACA CUT.  LOCATED 19.6 FT (6.0 M) EAST OF THE WEST END
 AA1640'OF THE CONCRETE BRIDGE RAIL, 17.6 FT (5.4 M) SOUTH OF THE CENTERLINE
 AA1640'OF THE NORTHBOUND LANE OF U.S. HIGHWAY 1 AND 2.8 FT (0.9 M) ABOVE
 AA1640'THE HIGHWAY.  NOTE--THE MARK WAS STAMPED BY THIS PARTY IN 1986.
 AA1640
 AA1640                          STATION RECOVERY (2004)
 AA1640
 AA1640'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1640'RECOVERED IN GOOD CONDITION.
 AA1640
 AA1640                          STATION RECOVERY (2018)
 AA1640
 AA1640'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA1640'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1639 ***********************************************************************
 AA1639  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1639  DESIGNATION -  872 3950 H TIDAL
 AA1639  PID         -  AA1639
 AA1639  STATE/COUNTY-  FL/MONROE
 AA1639  COUNTRY     -  US
 AA1639  USGS QUAD   -  MARATHON (2018)
 AA1639
 AA1639                         *CURRENT SURVEY CONTROL
 AA1639  ______________________________________________________________________
 AA1639* NAD 83(1986) POSITION- 24 43 50.52   (N) 081 01 43.91   (W)   HD_HELD1
 AA1639* NAVD 88 ORTHO HEIGHT -     5.827 (meters)       19.12  (feet) ADJUSTED
 AA1639  ______________________________________________________________________
 AA1639  GEOID HEIGHT    -        -22.450 (meters)                     GEOID18
 AA1639  DYNAMIC HEIGHT  -          5.817 (meters)       19.08  (feet) COMP
 AA1639  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA1639
 AA1639  VERT ORDER      -  FIRST     CLASS II
 AA1639
 AA1639.The horizontal coordinates were determined by differentially corrected
 AA1639.hand held GPS observations or other comparable positioning techniques
 AA1639.and have an estimated accuracy of +/- 3 meters.
 AA1639
 AA1639.The orthometric height was determined by differential leveling and
 AA1639.adjusted by the NATIONAL GEODETIC SURVEY
 AA1639.in April 2020.
 AA1639
 AA1639.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1639.GEOID18 height accuracy estimate available here.
 AA1639
 AA1639.This Tidal Bench Mark is designated as VM 14240
 AA1639.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1639
 AA1639.Click photographs - Photos may exist for this station.
 AA1639
 AA1639.The dynamic height is computed by dividing the NAVD 88
 AA1639.geopotential number by the normal gravity value computed on the
 AA1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1639.degrees latitude (g = 980.6199 gals.).
 AA1639
 AA1639.The modeled gravity was interpolated from observed gravity values.
 AA1639
 AA1639;                    North         East    Units  Estimated Accuracy
 AA1639;SPC FL E     -    44,012.4     197,080.0     MT  (+/- 3 meters HH1 GPS) 
 AA1639
 AA1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9708135129(NAD 83)
 AA1639
 AA1639                          SUPERSEDED SURVEY CONTROL
 AA1639
 AA1639  NAVD 88 (06/15/91)    5.827  (m)           19.12   (f) SUPERSEDED  1 2
 AA1639  NGVD 29 (09/01/92)    6.270  (m)           20.57   (f) ADJUSTED    1 2
 AA1639
 AA1639.Superseded values are not recommended for survey control.
 AA1639
 AA1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1639.See file dsdata.pdf to determine how the superseded data were derived.
 AA1639
 AA1639_MARKER: DD = SURVEY DISK
 AA1639_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1639_SP_SET: BRIDGE GUARDRAIL
 AA1639_STAMPING: 3950 H
 AA1639_MARK LOGO: FLDT
 AA1639_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1639_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1639+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2018
 AA1639
 AA1639  HISTORY     - Date     Condition        Report By
 AA1639  HISTORY     - UNK      MONUMENTED       FLDT
 AA1639  HISTORY     - 1986     GOOD             FLDNR
 AA1639  HISTORY     - 19901026 GOOD             FLDNR
 AA1639  HISTORY     - 20040207 GOOD             USPSQD
 AA1639  HISTORY     - 20181017 GOOD             FLDEP
 AA1639
 AA1639                          STATION DESCRIPTION
 AA1639
 AA1639'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1639'3.25 MI NE FROM MARATHON.
 AA1639'THE MARK IS 2.8 FT ABOVE HIGHWAY.
 AA1639'BEGIN AT THE POST OFFICE IN MARATHON, GO 3.25 MILES NORTHEAST ON U.S.
 AA1639'HIGHWAY 1 TO THE NORTHEAST CORNER OF THE BRIDGE OVER VACA CUT.  THE
 AA1639'MARK BEARS 17.4 FEET NORTH OF THE SOUTHBOUND LANE OF U.S. 1 AND 19.5
 AA1639'FEET WEST OF THE EAST END OF THE CONCRETE BRIDGE RAIL.  THE MARK WAS
 AA1639'STAMPED BY THIS PARTY.
 AA1639
 AA1639                          STATION RECOVERY (1990)
 AA1639
 AA1639'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA1639'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO NORTHEAST ON
 AA1639'U.S. HIGHWAY 1 FOR 3.2 MI (5.1 KM) 1 TO THE SOUTHEAST CORNER OF THE
 AA1639'BRIDGE OVER VACA CUT.  LOCATED 19.6 FT (6.0 M) EAST OF THE WEST END
 AA1639'OF THE CONCRETE BRIDGE RAIL, 17.6 FT (5.4 M) SOUTH OF THE CENTERLINE
 AA1639'OF THE NORTHBOUND LANE OF U.S. HIGHWAY 1 AND 2.8 FT (0.9 M) ABOVE
 AA1639'THE HIGHWAY.  NOTE--THE MARK WAS STAMPED BY THIS PARTY IN 1986.
 AA1639
 AA1639                          STATION RECOVERY (2004)
 AA1639
 AA1639'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1639'RECOVERED IN GOOD CONDITION.
 AA1639
 AA1639                          STATION RECOVERY (2018)
 AA1639
 AA1639'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA1639'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1697 ***********************************************************************
 AA1697  DESIGNATION -  872 3950 K TIDAL
 AA1697  PID         -  AA1697
 AA1697  STATE/COUNTY-  FL/MONROE
 AA1697  COUNTRY     -  US
 AA1697  USGS QUAD   -  MARATHON (2018)
 AA1697
 AA1697                         *CURRENT SURVEY CONTROL
 AA1697  ______________________________________________________________________
 AA1697* NAD 83(1986) POSITION- 24 43 46.     (N) 081 01 52.     (W)   SCALED
 AA1697* NAVD 88 ORTHO HEIGHT -     1.274 (meters)        4.18  (feet) ADJUSTED
 AA1697  ______________________________________________________________________
 AA1697  GEOID HEIGHT    -        -22.446 (meters)                     GEOID18
 AA1697  DYNAMIC HEIGHT  -          1.272 (meters)        4.17  (feet) COMP
 AA1697  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA1697
 AA1697  VERT ORDER      -  FIRST     CLASS II
 AA1697
 AA1697.The horizontal coordinates were scaled from a map and have
 AA1697.an estimated accuracy of +/- 6 seconds.
 AA1697
 AA1697.The orthometric height was determined by differential leveling and
 AA1697.adjusted by the NATIONAL GEODETIC SURVEY
 AA1697.in May 1994.
 AA1697
 AA1697.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1697.GEOID18 height accuracy estimate available here.
 AA1697
 AA1697.Click photographs - Photos may exist for this station.
 AA1697
 AA1697.The dynamic height is computed by dividing the NAVD 88
 AA1697.geopotential number by the normal gravity value computed on the
 AA1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1697.degrees latitude (g = 980.6199 gals.).
 AA1697
 AA1697.The modeled gravity was interpolated from observed gravity values.
 AA1697
 AA1697;                    North         East    Units  Estimated Accuracy
 AA1697;SPC FL E     -    43,870.      196,850.      MT  (+/- 180 meters Scaled)
 AA1697
 AA1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH968349(NAD 83)
 AA1697
 AA1697                          SUPERSEDED SURVEY CONTROL
 AA1697
 AA1697  NGVD 29 (09/01/92)    1.717  (m)            5.63   (f) ADJUSTED    1 2
 AA1697
 AA1697.Superseded values are not recommended for survey control.
 AA1697
 AA1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1697.See file dsdata.pdf to determine how the superseded data were derived.
 AA1697
 AA1697_MARKER: DD = SURVEY DISK
 AA1697_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1697_SP_SET: BRIDGE WALKWAY
 AA1697_STAMPING: 3950 K
 AA1697_MARK LOGO: FLDT
 AA1697_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1697+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AA1697
 AA1697  HISTORY     - Date     Condition        Report By
 AA1697  HISTORY     - UNK      MONUMENTED       FLDT
 AA1697  HISTORY     - 19901026 GOOD             FLDNR
 AA1697  HISTORY     - 20040207 GOOD             USPSQD
 AA1697  HISTORY     - 20181006 MARK NOT FOUND   FLDEP
 AA1697
 AA1697                          STATION DESCRIPTION
 AA1697
 AA1697'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1697'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO NORTHEAST ON
 AA1697'U.S. HIGHWAY 1 FOR 3.1 MI (5.0 KM) TO THE INTERSECTION OF 117TH
 AA1697'STREET, TURN AND GO SOUTH ON 117TH STREET FOR 0.1 MI (0.2 KM) TO THE
 AA1697'SOUTHWEST CORNER OF THE VACA CHANNEL NUMBER 1 BRIDGE AND THE MARK.
 AA1697'LOCATED 12.5 FT (3.8 M) WEST-SOUTHWEST OF THE CENTERLINE OF 117TH
 AA1697'STREET, 3.4 FT (1.0 M) EAST-NORTHEAST OF THE EAST FACE OF THE WEST
 AA1697'BRIDGE RAIL, 1.7 FT (0.5 M) NORTH-NORTHEAST OF THE SOUTH END OF THE
 AA1697'WALKWAY AND IS 0.5 FT (0.2 M) ABOVE THE HIGHWAY.  NOTE--THE MARK WAS
 AA1697'STAMPED BY THIS PARTY.
 AA1697
 AA1697                          STATION RECOVERY (2004)
 AA1697
 AA1697'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1697'RECOVERED IN GOOD CONDITION.
 AA1697
 AA1697                          STATION RECOVERY (2018)
 AA1697
 AA1697'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA1697'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AA1697'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1698 ***********************************************************************
 AA1698  DESIGNATION -  872 3950 L TIDAL
 AA1698  PID         -  AA1698
 AA1698  STATE/COUNTY-  FL/MONROE
 AA1698  COUNTRY     -  US
 AA1698  USGS QUAD   -  MARATHON (2018)
 AA1698
 AA1698                         *CURRENT SURVEY CONTROL
 AA1698  ______________________________________________________________________
 AA1698* NAD 83(1986) POSITION- 24 43 45.55   (N) 081 01 55.94   (W)   HD_HELD1
 AA1698* NAVD 88 ORTHO HEIGHT -     1.296 (meters)        4.25  (feet) ADJUSTED
 AA1698  ______________________________________________________________________
 AA1698  GEOID HEIGHT    -        -22.444 (meters)                     GEOID18
 AA1698  DYNAMIC HEIGHT  -          1.294 (meters)        4.25  (feet) COMP
 AA1698  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA1698
 AA1698  VERT ORDER      -  FIRST     CLASS II
 AA1698
 AA1698.The horizontal coordinates were determined by differentially corrected
 AA1698.hand held GPS observations or other comparable positioning techniques
 AA1698.and have an estimated accuracy of +/- 3 meters.
 AA1698
 AA1698.The orthometric height was determined by differential leveling and
 AA1698.adjusted by the NATIONAL GEODETIC SURVEY
 AA1698.in May 1994.
 AA1698
 AA1698.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1698.GEOID18 height accuracy estimate available here.
 AA1698
 AA1698.Click photographs - Photos may exist for this station.
 AA1698
 AA1698.The dynamic height is computed by dividing the NAVD 88
 AA1698.geopotential number by the normal gravity value computed on the
 AA1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1698.degrees latitude (g = 980.6199 gals.).
 AA1698
 AA1698.The modeled gravity was interpolated from observed gravity values.
 AA1698
 AA1698;                    North         East    Units  Estimated Accuracy
 AA1698;SPC FL E     -    43,859.6     196,742.0     MT  (+/- 3 meters HH1 GPS) 
 AA1698
 AA1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9674334976(NAD 83)
 AA1698
 AA1698                          SUPERSEDED SURVEY CONTROL
 AA1698
 AA1698  NGVD 29 (09/01/92)    1.739  (m)            5.71   (f) ADJUSTED    1 2
 AA1698
 AA1698.Superseded values are not recommended for survey control.
 AA1698
 AA1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1698.See file dsdata.pdf to determine how the superseded data were derived.
 AA1698
 AA1698_MARKER: DB = BENCH MARK DISK
 AA1698_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1698_SP_SET: RETAINING WALL
 AA1698_STAMPING: 3950 L 1987
 AA1698_MARK LOGO: NOS
 AA1698_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1698+STABILITY: SURFACE MOTION
 AA1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1698+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2019
 AA1698
 AA1698  HISTORY     - Date     Condition        Report By
 AA1698  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1698  HISTORY     - 20040207 GOOD             USPSQD
 AA1698  HISTORY     - 20181006 GOOD             FLDEP
 AA1698  HISTORY     - 20190523 GOOD             USGS
 AA1698
 AA1698                          STATION DESCRIPTION
 AA1698
 AA1698'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1698'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO NORTHEAST ON
 AA1698'U.S. HIGHWAY 1 FOR 3.05 MI (4.91 KM) TO THE INTERSECTION OF 116TH
 AA1698'STREET, TURN AND GO SOUTH ON 116TH STREET FOR 0.05 MI (0.08 KM) TO
 AA1698'THE NORTHEAST CORNER OF THE VENICE WATERWAY BRIDGE AND THE MARK.
 AA1698'LOCATED 15.5 FT (4.7 M) EAST-NORTHEAST OF THE CENTERLINE OF 116TH
 AA1698'STREET, 8.4 FT (2.6 M) WEST-SOUTHWEST OF THE WEST FACE OF THE EAST
 AA1698'RAIL, 0.5 FT (0.2 M) SOUTH-SOUTHWEST OF THE NORTH END OF THE WALKWAY
 AA1698'AND IS 1.0 FT (0.3 M) ABOVE THE HIGHWAY.
 AA1698
 AA1698                          STATION RECOVERY (2004)
 AA1698
 AA1698'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1698'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO NORTHEAST ON
 AA1698'U.S. HIGHWAY 1 FOR 3.05 MI (4.91 KM) TO THE INTERSECTION
 AA1698'OF 116TH STREET, TURN AND GO SOUTH ON 115TH STREET FOR
 AA1698'0.05 MI (0.08 KM) TO THE NORTHEAST CORNER OF THE VENICE
 AA1698'WATERWAY BRIDGE AND THE MARK. LOCATED 15.5 FT (4.7 M)
 AA1698'EAST-NORTHEAST OF THE CENTERLINE OF 116TH STREET,
 AA1698'43.3 FT ( 13.9 M) NORTH-NORTHEAST OF FLORIDA STATE
 AA1698'BENCHMARK LOCATED ON SOUTHWEST CORNER OF VENICE WATERWAY BRIDGE
 AA1698'WALKWAY.
 AA1698
 AA1698                          STATION RECOVERY (2018)
 AA1698
 AA1698'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA1698'RECOVERED AS DESCRIBED.
 AA1698
 AA1698                          STATION RECOVERY (2019)
 AA1698
 AA1698'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2019 (CJW)
 AA1698'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0327 ***********************************************************************
 AA0327  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0327  DESIGNATION -  872 3950 TIDAL 1
 AA0327  PID         -  AA0327
 AA0327  STATE/COUNTY-  FL/MONROE
 AA0327  COUNTRY     -  US
 AA0327  USGS QUAD   -  MARATHON (2018)
 AA0327
 AA0327                         *CURRENT SURVEY CONTROL
 AA0327  ______________________________________________________________________
 AA0327* NAD 83(1986) POSITION- 24 43 47.63   (N) 081 01 48.51   (W)   HD_HELD1
 AA0327* NAVD 88 ORTHO HEIGHT -     1.433 (meters)        4.70  (feet) ADJUSTED
 AA0327  ______________________________________________________________________
 AA0327  GEOID HEIGHT    -        -22.448 (meters)                     GEOID18
 AA0327  DYNAMIC HEIGHT  -          1.431 (meters)        4.69  (feet) COMP
 AA0327  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA0327
 AA0327  VERT ORDER      -  FIRST     CLASS II
 AA0327
 AA0327.The horizontal coordinates were determined by differentially corrected
 AA0327.hand held GPS observations or other comparable positioning techniques
 AA0327.and have an estimated accuracy of +/- 3 meters.
 AA0327
 AA0327.The orthometric height was determined by differential leveling and
 AA0327.adjusted by the NATIONAL GEODETIC SURVEY
 AA0327.in June 1991.
 AA0327
 AA0327.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0327.GEOID18 height accuracy estimate available here.
 AA0327
 AA0327.This Tidal Bench Mark is designated as VM 14234
 AA0327.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0327
 AA0327.Click photographs - Photos may exist for this station.
 AA0327
 AA0327.The dynamic height is computed by dividing the NAVD 88
 AA0327.geopotential number by the normal gravity value computed on the
 AA0327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0327.degrees latitude (g = 980.6199 gals.).
 AA0327
 AA0327.The modeled gravity was interpolated from observed gravity values.
 AA0327
 AA0327;                    North         East    Units  Estimated Accuracy
 AA0327;SPC FL E     -    43,923.5     196,950.8     MT  (+/- 3 meters HH1 GPS) 
 AA0327
 AA0327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9695135040(NAD 83)
 AA0327
 AA0327                          SUPERSEDED SURVEY CONTROL
 AA0327
 AA0327.No superseded survey control is available for this station.
 AA0327
 AA0327_MARKER: DB = BENCH MARK DISK
 AA0327_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA0327_SP_SET: BULKHEAD
 AA0327_STAMPING: NO 1 1966
 AA0327_MARK LOGO: CGS
 AA0327_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0327+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2018
 AA0327
 AA0327  HISTORY     - Date     Condition        Report By
 AA0327  HISTORY     - 1966     MONUMENTED       CGS
 AA0327  HISTORY     - 1970     GOOD             NGS
 AA0327  HISTORY     - 1978     POOR             NGS
 AA0327  HISTORY     - 1982     GOOD             FLDNR
 AA0327  HISTORY     - 1986     GOOD             FLDNR
 AA0327  HISTORY     - 20040207 GOOD             USPSQD
 AA0327  HISTORY     - 20181017 GOOD             FLDEP
 AA0327
 AA0327                          STATION DESCRIPTION
 AA0327
 AA0327'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0327'3.2 MI E FROM MARATHON.
 AA0327'ABOUT 3.1 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE AT
 AA0327'MARATHON, ON MARATHON SHORES, SET ON THE TOP OF A CONCRETE SEA
 AA0327'WALL, 109.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 109.4
 AA0327'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE KEY VIADUCT CUT
 AA0327'BRIDGE AND TIDAL BENCH MARK 2 (SRD), 32 FEET EAST OF THE NORTHEAST
 AA0327'CORNER OF THE LEONARDS BAIT AND TACKLE SHOP, 36 FEET SOUTH OF
 AA0327'THE NORTH END OF THE SEA WALL AND ABOUT 5 FEET BELOW THE LEVEL
 AA0327'OF THE HIGHWAY.
 AA0327
 AA0327                          STATION RECOVERY (1970)
 AA0327
 AA0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AA0327'RECOVERED IN GOOD CONDITION.
 AA0327
 AA0327                          STATION RECOVERY (1978)
 AA0327
 AA0327'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0327'MARK RECOVERED IN POOR CONDITION.
 AA0327
 AA0327                          STATION RECOVERY (1982)
 AA0327
 AA0327'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0327'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AA0327'DELETE LEONARD BAIT AND TACKLE SHOP, AND ADD CAPTAIN HOOKS MARINA.
 AA0327'ALSO, A 4-INCH DEEP CONCRETE PATIO WAS BUILT OVER THE SEAWALL BUT AN
 AA0327'OPENING WAS LEFT FOR ACCESS TO THE MARK.  THE MARK IS RECESSED 4
 AA0327'INCHES IN THE CONCRETE.
 AA0327
 AA0327                          STATION RECOVERY (1986)
 AA0327
 AA0327'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0327'RECOVERED IN GOOD CONDITION.
 AA0327
 AA0327                          STATION RECOVERY (2004)
 AA0327
 AA0327'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA0327'THE ABOVE DESCRIPTIONS ACCURATE ENOUGH TO LOCATE MARKER ALTHOUGH THE
 AA0327'HIGHWAY HAS BEEN REBUILT TO A MUCH HIGHER ELEVATION.
 AA0327
 AA0327                          STATION RECOVERY (2018)
 AA0327
 AA0327'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0327'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0329 ***********************************************************************
 AA0329  DESIGNATION -  872 3950 TIDAL 4
 AA0329  PID         -  AA0329
 AA0329  STATE/COUNTY-  FL/MONROE
 AA0329  COUNTRY     -  US
 AA0329  USGS QUAD   -  MARATHON (2018)
 AA0329
 AA0329                         *CURRENT SURVEY CONTROL
 AA0329  ______________________________________________________________________
 AA0329* NAD 83(1986) POSITION- 24 43 48.     (N) 081 01 49.     (W)   SCALED
 AA0329* NAVD 88 ORTHO HEIGHT -     1.431 (meters)        4.69  (feet) ADJUSTED
 AA0329  ______________________________________________________________________
 AA0329  GEOID HEIGHT    -        -22.447 (meters)                     GEOID18
 AA0329  DYNAMIC HEIGHT  -          1.428 (meters)        4.68  (feet) COMP
 AA0329  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA0329
 AA0329  VERT ORDER      -  SECOND    CLASS 0
 AA0329
 AA0329.The horizontal coordinates were scaled from a map and have
 AA0329.an estimated accuracy of +/- 6 seconds.
 AA0329
 AA0329.The orthometric height was determined by differential leveling and
 AA0329.adjusted by the NATIONAL GEODETIC SURVEY
 AA0329.in June 1991.
 AA0329
 AA0329.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0329.GEOID18 height accuracy estimate available here.
 AA0329
 AA0329.Click photographs - Photos may exist for this station.
 AA0329
 AA0329.The dynamic height is computed by dividing the NAVD 88
 AA0329.geopotential number by the normal gravity value computed on the
 AA0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0329.degrees latitude (g = 980.6199 gals.).
 AA0329
 AA0329.The modeled gravity was interpolated from observed gravity values.
 AA0329
 AA0329;                    North         East    Units  Estimated Accuracy
 AA0329;SPC FL E     -    43,940.      196,940.      MT  (+/- 180 meters Scaled)
 AA0329
 AA0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH969350(NAD 83)
 AA0329
 AA0329                          SUPERSEDED SURVEY CONTROL
 AA0329
 AA0329  NGVD 29 (??/??/92)    1.87   (m)            6.1    (f) COMPUTED    2 0
 AA0329
 AA0329.Superseded values are not recommended for survey control.
 AA0329
 AA0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0329.See file dsdata.pdf to determine how the superseded data were derived.
 AA0329
 AA0329_MARKER: DB = BENCH MARK DISK
 AA0329_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0329_SP_SET: SEAWALL
 AA0329_STAMPING: NO 4 1970
 AA0329_MARK LOGO: CGS
 AA0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0329+STABILITY: SURFACE MOTION
 AA0329
 AA0329  HISTORY     - Date     Condition        Report By
 AA0329  HISTORY     - 1970     MONUMENTED       NOS
 AA0329  HISTORY     - 1978     POOR             NGS
 AA0329  HISTORY     - 1982     MARK NOT FOUND   FLDNR
 AA0329  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AA0329
 AA0329                          STATION DESCRIPTION
 AA0329
 AA0329'DESCRIBED BY NATIONAL OCEAN SERVICE 1970
 AA0329'3.2 MI E FROM MARATHON.
 AA0329'ABOUT 3.15 MILES EAST ALONG U.S. HIGHWAY 1 FROM THE POST OFFICE
 AA0329'AT MARATHON, AT MARATHON SHORES, SET ON THE TOP OF A CONCRETE
 AA0329'SEAWALL ALONG THE WEST SIDE OF KEY VACA CUT, 47 FEET NORTHEAST
 AA0329'OF THE NORTHEAST CORNER OF THE NICKS SPORTING GOODS AND BAIT
 AA0329'SHOP, 77 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE KEY VACA
 AA0329'CUT VIADUCT, 77 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 AA0329'0.5 FOOT WEST OF THE EAST EDGE OF THE SEAWALL, 2.4 FEET SOUTH
 AA0329'OF THE NORTH END OF THE SEAWALL, 33.4 FEET NORTH OF BENCH MARK
 AA0329'NO. 1 1966 DESCRIBED AND ABOUT 7 FEET BELOW THE LEVEL OF THE
 AA0329'HIGHWAY.
 AA0329
 AA0329                          STATION RECOVERY (1978)
 AA0329
 AA0329'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0329'MARK RECOVERED IN POOR CONDITION.
 AA0329
 AA0329                          STATION RECOVERY (1982)
 AA0329
 AA0329'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0329'MARK NOT FOUND.
 AA0329
 AA0329                          STATION RECOVERY (2004)
 AA0329
 AA0329'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA0329'MARKER NOT FOUND BUT PROBABLY COVERED OVER BY 4 INCH CONCRETE SIDEWALK
 AA0329'OVERLAY AND UNDER RECENTLY BUILT STORAGE SHED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0883 ***********************************************************************
 AA0883  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0883  DESIGNATION -  872 3962 A TIDAL
 AA0883  PID         -  AA0883
 AA0883  STATE/COUNTY-  FL/MONROE
 AA0883  COUNTRY     -  US
 AA0883  USGS QUAD   -  MARATHON (2018)
 AA0883
 AA0883                         *CURRENT SURVEY CONTROL
 AA0883  ______________________________________________________________________
 AA0883* NAD 83(1986) POSITION- 24 43 09.11   (N) 081 01 03.32   (W)   HD_HELD1
 AA0883* NAVD 88 ORTHO HEIGHT -     1.085 (meters)        3.56  (feet) ADJUSTED
 AA0883  ______________________________________________________________________
 AA0883  GEOID HEIGHT    -        -22.463 (meters)                     GEOID18
 AA0883  DYNAMIC HEIGHT  -          1.083 (meters)        3.55  (feet) COMP
 AA0883  MODELED GRAVITY -    978,967.3   (mgal)                       NAVD 88
 AA0883
 AA0883  VERT ORDER      -  SECOND    CLASS I
 AA0883
 AA0883.The horizontal coordinates were determined by differentially corrected
 AA0883.hand held GPS observations or other comparable positioning techniques
 AA0883.and have an estimated accuracy of +/- 3 meters.
 AA0883
 AA0883.The orthometric height was determined by differential leveling and
 AA0883.adjusted by the NATIONAL GEODETIC SURVEY
 AA0883.in June 1991.
 AA0883
 AA0883.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0883.GEOID18 height accuracy estimate available here.
 AA0883
 AA0883.This Tidal Bench Mark is designated as VM 678
 AA0883.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0883
 AA0883.Click photographs - Photos may exist for this station.
 AA0883
 AA0883.The dynamic height is computed by dividing the NAVD 88
 AA0883.geopotential number by the normal gravity value computed on the
 AA0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0883.degrees latitude (g = 980.6199 gals.).
 AA0883
 AA0883.The modeled gravity was interpolated from observed gravity values.
 AA0883
 AA0883;                    North         East    Units  Estimated Accuracy
 AA0883;SPC FL E     -    42,738.2     198,220.5     MT  (+/- 3 meters HH1 GPS) 
 AA0883
 AA0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9822133855(NAD 83)
 AA0883
 AA0883                          SUPERSEDED SURVEY CONTROL
 AA0883
 AA0883.No superseded survey control is available for this station.
 AA0883
 AA0883_MARKER: DJ = TIDAL STATION DISK
 AA0883_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0883_SP_SET: SEAWALL
 AA0883_STAMPING: 3962 A 1976
 AA0883_MARK LOGO: NOS
 AA0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0883+STABILITY: SURFACE MOTION
 AA0883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0883+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2018
 AA0883
 AA0883  HISTORY     - Date     Condition        Report By
 AA0883  HISTORY     - 1976     MONUMENTED       NOS
 AA0883  HISTORY     - 1982     GOOD             FLDNR
 AA0883  HISTORY     - 20031123 GOOD             USPSQD
 AA0883  HISTORY     - 20181018 GOOD             FLDEP
 AA0883
 AA0883                          STATION DESCRIPTION
 AA0883
 AA0883'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0883'0.9 MI SE FROM KEY COLONY BEACH.
 AA0883'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1, GO 0.9
 AA0883'MILE SOUTHEAST ON KEY COLONY BEACH ROAD TO THE SUNSET BEACH APARTMENTS
 AA0883'AND THE MARK.  THE MARK IS AT THE SOUTH END OF THE SEAWALL ON THE WEST
 AA0883'SIDE OF THE APARTMENTS, 36.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AA0883'OF THE MOST SOUTHWESTERN APARTMENT BUILDING, AND 15.4 FEET WEST OF THE
 AA0883'CENTER OF THE WALKWAY TO THE PIER.
 AA0883'THE MARK IS 1.5 FT BELOW GROUND.
 AA0883
 AA0883                          STATION RECOVERY (2003)
 AA0883
 AA0883'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0883'1982 DESCRIPTION CORRECT WITH THE FOLLOWING ADDITIONS. 7.5 INCHES FROM
 AA0883'THE SOUTHWEST CORNER OF CONCRETE SEAWALL.
 AA0883
 AA0883                          STATION RECOVERY (2018)
 AA0883
 AA0883'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0883'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0882 ***********************************************************************
 AA0882  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0882  DESIGNATION -  872 3962 B TIDAL
 AA0882  PID         -  AA0882
 AA0882  STATE/COUNTY-  FL/MONROE
 AA0882  COUNTRY     -  US
 AA0882  USGS QUAD   -  MARATHON (2018)
 AA0882
 AA0882                         *CURRENT SURVEY CONTROL
 AA0882  ______________________________________________________________________
 AA0882* NAD 83(1986) POSITION- 24 43 10.47   (N) 081 01 03.62   (W)   HD_HELD1
 AA0882* NAVD 88 ORTHO HEIGHT -     1.084 (meters)        3.56  (feet) ADJUSTED
 AA0882  ______________________________________________________________________
 AA0882  GEOID HEIGHT    -        -22.463 (meters)                     GEOID18
 AA0882  DYNAMIC HEIGHT  -          1.082 (meters)        3.55  (feet) COMP
 AA0882  MODELED GRAVITY -    978,967.3   (mgal)                       NAVD 88
 AA0882
 AA0882  VERT ORDER      -  FIRST     CLASS II
 AA0882
 AA0882.The horizontal coordinates were determined by differentially corrected
 AA0882.hand held GPS observations or other comparable positioning techniques
 AA0882.and have an estimated accuracy of +/- 3 meters.
 AA0882
 AA0882.The orthometric height was determined by differential leveling and
 AA0882.adjusted by the NATIONAL GEODETIC SURVEY
 AA0882.in April 2020.
 AA0882
 AA0882.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0882.GEOID18 height accuracy estimate available here.
 AA0882
 AA0882.This Tidal Bench Mark is designated as VM 679
 AA0882.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0882
 AA0882.Click photographs - Photos may exist for this station.
 AA0882
 AA0882.The dynamic height is computed by dividing the NAVD 88
 AA0882.geopotential number by the normal gravity value computed on the
 AA0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0882.degrees latitude (g = 980.6199 gals.).
 AA0882
 AA0882.The modeled gravity was interpolated from observed gravity values.
 AA0882
 AA0882;                    North         East    Units  Estimated Accuracy
 AA0882;SPC FL E     -    42,780.0     198,212.1     MT  (+/- 3 meters HH1 GPS) 
 AA0882
 AA0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9821233897(NAD 83)
 AA0882
 AA0882                          SUPERSEDED SURVEY CONTROL
 AA0882
 AA0882  NAVD 88 (06/15/91)    1.084  (m)            3.56   (f) SUPERSEDED  2 1
 AA0882
 AA0882.Superseded values are not recommended for survey control.
 AA0882
 AA0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0882.See file dsdata.pdf to determine how the superseded data were derived.
 AA0882
 AA0882_MARKER: DD = SURVEY DISK
 AA0882_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0882_SP_SET: SEAWALL
 AA0882_STAMPING: B 3962 1976
 AA0882_MARK LOGO: NOS
 AA0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0882+STABILITY: SURFACE MOTION
 AA0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0882+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2018
 AA0882
 AA0882  HISTORY     - Date     Condition        Report By
 AA0882  HISTORY     - 1976     MONUMENTED       NOS
 AA0882  HISTORY     - 1982     GOOD             FLDNR
 AA0882  HISTORY     - 20031123 GOOD             USPSQD
 AA0882  HISTORY     - 20181019 GOOD             FLDEP
 AA0882
 AA0882                          STATION DESCRIPTION
 AA0882
 AA0882'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0882'0.9 MI SE FROM KEY COLONY BEACH.
 AA0882'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1, GO 0.9
 AA0882'MILE SOUTHEAST ON KEY COLONY BEACH ROAD TO THE SUNSET BEACH APARTMENTS
 AA0882'AND THE MARK.  THE MARK IS SET IN THE SEAWALL ON THE WEST SIDE OF THE
 AA0882'APARTMENTS, 45.2 FEET NORTHWEST OF THE WEST CORNER OF THE
 AA0882'SOUTHWESTERNMOST APARTMENT BUILDING, 28.5 FEET SOUTHWEST OF THE WEST
 AA0882'CORNER OF THE SWIMMING POOL, AND 24.O FEET SOUTHEAST OF THE NORTHWEST
 AA0882'END OF THE SEAWALL.
 AA0882
 AA0882                          STATION RECOVERY (2003)
 AA0882
 AA0882'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0882'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1, GO 0.9
 AA0882'MILES SOUTHEAST ON KEY COLONY BEACH ROAD TO THE SUNSET BEACH
 AA0882'APARTMENTS AND THE MARK. THE MARK IS SET IN THE SEAWALL ON THE WEST
 AA0882'SIDE OF THE APARTMENTS, 45.2 FEET NORTHWEST OF THE WEST CORNER OF THE
 AA0882'SOUTHWESTERNMOST APARTMENT BUILDING, 28.5 FEET SOUTHWEST OF THE WEST
 AA0882'CORNER OF THE POOL'S PUMPHOUSE, 56.3 FEET SOUTH OF THE WEST CORNER OF
 AA0882'THE POOL
 AA0882
 AA0882                          STATION RECOVERY (2018)
 AA0882
 AA0882'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0882'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0880 ***********************************************************************
 AA0880  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0880  DESIGNATION -  872 3962 C TIDAL
 AA0880  PID         -  AA0880
 AA0880  STATE/COUNTY-  FL/MONROE
 AA0880  COUNTRY     -  US
 AA0880  USGS QUAD   -  MARATHON (2018)
 AA0880
 AA0880                         *CURRENT SURVEY CONTROL
 AA0880  ______________________________________________________________________
 AA0880* NAD 83(1986) POSITION- 24 43 16.61   (N) 081 01 05.05   (W)   HD_HELD1
 AA0880* NAVD 88 ORTHO HEIGHT -     1.259 (meters)        4.13  (feet) ADJUSTED
 AA0880  ______________________________________________________________________
 AA0880  GEOID HEIGHT    -        -22.463 (meters)                     GEOID18
 AA0880  DYNAMIC HEIGHT  -          1.257 (meters)        4.12  (feet) COMP
 AA0880  MODELED GRAVITY -    978,967.3   (mgal)                       NAVD 88
 AA0880
 AA0880  VERT ORDER      -  FIRST     CLASS II
 AA0880
 AA0880.The horizontal coordinates were determined by differentially corrected
 AA0880.hand held GPS observations or other comparable positioning techniques
 AA0880.and have an estimated accuracy of +/- 3 meters.
 AA0880
 AA0880.The orthometric height was determined by differential leveling and
 AA0880.adjusted by the NATIONAL GEODETIC SURVEY
 AA0880.in April 2020.
 AA0880
 AA0880.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0880.GEOID18 height accuracy estimate available here.
 AA0880
 AA0880.This Tidal Bench Mark is designated as VM 680
 AA0880.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0880
 AA0880.Click photographs - Photos may exist for this station.
 AA0880
 AA0880.The dynamic height is computed by dividing the NAVD 88
 AA0880.geopotential number by the normal gravity value computed on the
 AA0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0880.degrees latitude (g = 980.6199 gals.).
 AA0880
 AA0880.The modeled gravity was interpolated from observed gravity values.
 AA0880
 AA0880;                    North         East    Units  Estimated Accuracy
 AA0880;SPC FL E     -    42,968.9     198,171.9     MT  (+/- 3 meters HH1 GPS) 
 AA0880
 AA0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9817234086(NAD 83)
 AA0880
 AA0880                          SUPERSEDED SURVEY CONTROL
 AA0880
 AA0880  NAVD 88 (06/15/91)    1.259  (m)            4.13   (f) SUPERSEDED  2 1
 AA0880
 AA0880.Superseded values are not recommended for survey control.
 AA0880
 AA0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0880.See file dsdata.pdf to determine how the superseded data were derived.
 AA0880
 AA0880_MARKER: DD = SURVEY DISK
 AA0880_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0880+WITH SETTING: PAVEMENT
 AA0880_SP_SET: FLAGPOLE BASE
 AA0880_STAMPING: C 3962 1976
 AA0880_MARK LOGO: NOS
 AA0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0880+STABILITY: SURFACE MOTION
 AA0880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0880+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2018
 AA0880
 AA0880  HISTORY     - Date     Condition        Report By
 AA0880  HISTORY     - 1976     MONUMENTED       NOS
 AA0880  HISTORY     - 1982     GOOD             FLDNR
 AA0880  HISTORY     - 20031123 GOOD             USPSQD
 AA0880  HISTORY     - 20180821 GOOD             USGS
 AA0880
 AA0880                          STATION DESCRIPTION
 AA0880
 AA0880'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0880'IN KEY COLONY BEACH.
 AA0880'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1,
 AA0880'GO 0.8 MILE SOUTHEAST ON KEY COLONY BEACH ROAD TO THE KEY
 AA0880'COLONY BEACH CITY HALL AND THE MARK.  THE MARK BEARS 76.0 FEET
 AA0880'WEST OF THE CENTERLINE OF KEY COLONY BEACH ROAD, 31.9 FEET
 AA0880'NORTH OF THE CENTERLINE OF WEST OCEAN DRIVE, AND 59.4 FEET
 AA0880'SOUTHEAST OF THE SOUTHEAST CORNER OF CITY HALL.
 AA0880
 AA0880                          STATION RECOVERY (2003)
 AA0880
 AA0880'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0880'1982 DESCRIPTION CORRECT WITHT THE FOLLOWING CHANGES, 40 FEET
 AA0880'SOUTHEAST OF THE SOUTHEAST CORNER OF CITY HALL
 AA0880
 AA0880                          STATION RECOVERY (2018)
 AA0880
 AA0880'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2018 (CJW)
 AA0880'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0878 ***********************************************************************
 AA0878  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0878  DESIGNATION -  872 3962 D TIDAL
 AA0878  PID         -  AA0878
 AA0878  STATE/COUNTY-  FL/MONROE
 AA0878  COUNTRY     -  US
 AA0878  USGS QUAD   -  MARATHON (2018)
 AA0878
 AA0878                         *CURRENT SURVEY CONTROL
 AA0878  ______________________________________________________________________
 AA0878* NAD 83(1986) POSITION- 24 43 26.     (N) 081 01 05.     (W)   SCALED
 AA0878* NAVD 88 ORTHO HEIGHT -     0.701 (meters)        2.30  (feet) ADJUSTED
 AA0878  ______________________________________________________________________
 AA0878  GEOID HEIGHT    -        -22.464 (meters)                     GEOID18
 AA0878  DYNAMIC HEIGHT  -          0.700 (meters)        2.30  (feet) COMP
 AA0878  MODELED GRAVITY -    978,967.4   (mgal)                       NAVD 88
 AA0878
 AA0878  VERT ORDER      -  SECOND    CLASS I
 AA0878
 AA0878.The horizontal coordinates were scaled from a map and have
 AA0878.an estimated accuracy of +/- 6 seconds.
 AA0878
 AA0878.The orthometric height was determined by differential leveling and
 AA0878.adjusted by the NATIONAL GEODETIC SURVEY
 AA0878.in June 1991.
 AA0878
 AA0878.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0878.GEOID18 height accuracy estimate available here.
 AA0878
 AA0878.This Tidal Bench Mark is designated as VM 681
 AA0878.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0878
 AA0878.Click photographs - Photos may exist for this station.
 AA0878
 AA0878.The dynamic height is computed by dividing the NAVD 88
 AA0878.geopotential number by the normal gravity value computed on the
 AA0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0878.degrees latitude (g = 980.6199 gals.).
 AA0878
 AA0878.The modeled gravity was interpolated from observed gravity values.
 AA0878
 AA0878;                    North         East    Units  Estimated Accuracy
 AA0878;SPC FL E     -    43,260.      198,170.      MT  (+/- 180 meters Scaled)
 AA0878
 AA0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH981343(NAD 83)
 AA0878
 AA0878                          SUPERSEDED SURVEY CONTROL
 AA0878
 AA0878.No superseded survey control is available for this station.
 AA0878
 AA0878_MARKER: DJ = TIDAL STATION DISK
 AA0878_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0878_SP_SET: SEAWALL
 AA0878_STAMPING: D 3962 1976
 AA0878_MARK LOGO: NOS
 AA0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0878+STABILITY: SURFACE MOTION
 AA0878
 AA0878  HISTORY     - Date     Condition        Report By
 AA0878  HISTORY     - 1976     MONUMENTED       NOS
 AA0878  HISTORY     - 1982     GOOD             FLDNR
 AA0878  HISTORY     - 20031123 MARK NOT FOUND   USPSQD
 AA0878  HISTORY     - 20181018 MARK NOT FOUND   FLDEP
 AA0878
 AA0878                          STATION DESCRIPTION
 AA0878
 AA0878'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0878'IN KEY COLONY BEACH.
 AA0878'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1,
 AA0878'GO 0.6 MILE SOUTHEAST ON KEY COLONY BEACH ROAD TO THE KEY
 AA0878'COLONY BEACH MARINA AND THE MARK.  THE MARK BEARS 101.2 FEET
 AA0878'NORTHWEST OF THE WEST CORNER OF THE MARINA OFFICE BUILDING,
 AA0878'49.5 FEET NORTHEAST OF THE CENTERLINE OF KEY COLONY BEACH
 AA0878'ROAD, AND IS BETWEEN THE 8TH AND 9TH CONCRETE POLES NORTHWEST
 AA0878'OF THE SOUTH CORNER OF THE BOAT BASIN.
 AA0878
 AA0878                          STATION RECOVERY (2003)
 AA0878
 AA0878'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0878'POSSIBLY CAPPED BY NEW CONCRETE DOCK/SIDEWALK. CONCRETE POLES NOT
 AA0878'EVIDENT AND CORNER OF MARINA OFFICE BUILDING APPEARS TO HAVE CHANGED.
 AA0878
 AA0878                          STATION RECOVERY (2018)
 AA0878
 AA0878'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0878'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0879 ***********************************************************************
 AA0879  CBN         -  This is a Cooperative Base Network Control Station.
 AA0879  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0879  DESIGNATION -  872 3962 E TIDAL
 AA0879  PID         -  AA0879
 AA0879  STATE/COUNTY-  FL/MONROE
 AA0879  COUNTRY     -  US
 AA0879  USGS QUAD   -  MARATHON (2018)
 AA0879
 AA0879                         *CURRENT SURVEY CONTROL
 AA0879  ______________________________________________________________________
 AA0879* NAD 83(2011) POSITION- 24 43 20.86175(N) 081 01 05.06920(W)   ADJUSTED
 AA0879* NAD 83(2011) ELLIP HT-   -21.534 (meters)        (06/27/12)   ADJUSTED
 AA0879* NAD 83(2011) EPOCH   -  2010.00
 AA0879* NAVD 88 ORTHO HEIGHT -     0.959 (meters)        3.15  (feet) ADJUSTED
 AA0879  ______________________________________________________________________
 AA0879  GEOID HEIGHT    -        -22.463 (meters)                     GEOID18
 AA0879  NAD 83(2011) X  -    905,031.771 (meters)                     COMP
 AA0879  NAD 83(2011) Y  - -5,725,835.731 (meters)                     COMP
 AA0879  NAD 83(2011) Z  -  2,651,171.335 (meters)                     COMP
 AA0879  LAPLACE CORR    -         -1.42  (seconds)                    DEFLEC18
 AA0879  DYNAMIC HEIGHT  -          0.958 (meters)        3.14  (feet) COMP
 AA0879  MODELED GRAVITY -    978,967.3   (mgal)                       NAVD 88
 AA0879
 AA0879  VERT ORDER      -  FIRST     CLASS II
 AA0879
 AA0879  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA0879  Standards:
 AA0879         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA0879            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA0879  -------------------------------------------------------------------
 AA0879  NETWORK    1.24   2.33           0.48   0.53   1.19      0.02231768
 AA0879  -------------------------------------------------------------------
 AA0879  Click here for local accuracies and other accuracy information.
 AA0879
 AA0879.The horizontal coordinates were established by GPS observations
 AA0879.and adjusted by the National Geodetic Survey in June 2012.
 AA0879
 AA0879.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA0879.been affixed to the stable North American tectonic plate. See 
 AA0879.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA0879
 AA0879.The horizontal coordinates are valid at the epoch date displayed above
 AA0879.which is a decimal equivalence of Year/Month/Day.
 AA0879
 AA0879.The orthometric height was determined by differential leveling and
 AA0879.adjusted by the NATIONAL GEODETIC SURVEY
 AA0879.in April 2020.
 AA0879
 AA0879.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0879.GEOID18 height accuracy estimate available here.
 AA0879
 AA0879.This Tidal Bench Mark is designated as VM 682
 AA0879.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0879
 AA0879.Click photographs - Photos may exist for this station.
 AA0879
 AA0879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0879
 AA0879.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA0879
 AA0879.The ellipsoidal height was determined by GPS observations
 AA0879.and is referenced to NAD 83.
 AA0879
 AA0879.The dynamic height is computed by dividing the NAVD 88
 AA0879.geopotential number by the normal gravity value computed on the
 AA0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0879.degrees latitude (g = 980.6199 gals.).
 AA0879
 AA0879.The modeled gravity was interpolated from observed gravity values.
 AA0879
 AA0879. The following values were computed from the NAD 83(2011) position.
 AA0879
 AA0879;                    North         East     Units Scale Factor Converg.
 AA0879;SPC FL E     -    43,099.731   198,171.380   MT  0.99994122   -0 00 27.2
 AA0879;SPC FL E     -   141,403.03    650,167.27   sFT  0.99994122   -0 00 27.2
 AA0879;UTM  17      - 2,734,217.007   498,172.004   MT  0.99960004   -0 00 27.2
 AA0879
 AA0879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0879!SPC FL E     -   1.00000338  x   0.99994122  =   0.99994460
 AA0879!UTM  17      -   1.00000338  x   0.99960004  =   0.99960342
 AA0879
 AA0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9817234217(NAD 83)
 AA0879
 AA0879                          SUPERSEDED SURVEY CONTROL
 AA0879
 AA0879  NAD 83(2007)-  24 43 20.86196(N)    081 01 05.06969(W) AD(2002.00) 0
 AA0879  ELLIP H (02/10/07)  -21.517  (m)                       GP(2002.00)    
 AA0879  NAD 83(1999)-  24 43 20.86205(N)    081 01 05.06962(W) AD(       ) B
 AA0879  ELLIP H (05/31/01)  -21.411  (m)                       GP(       ) 5 1
 AA0879  NAD 83(1990)-  24 43 20.86047(N)    081 01 05.06886(W) AD(       ) B
 AA0879  ELLIP H (09/13/90)  -21.373  (m)                       GP(       ) 4 1
 AA0879  NAVD 88               0.96   (m)            3.1    (f) LEVELING    3  
 AA0879  NAVD 88 (05/20/94)    0.959  (m)            3.15   (f) SUPERSEDED  1 2
 AA0879  NAVD 88 (06/15/91)    0.978  (m)            3.21   (f) SUPERSEDED  1 2
 AA0879  NGVD 29 (09/01/92)    1.403  (m)            4.60   (f) ADJUSTED    1 2
 AA0879  NGVD 29               1.42   (m)            4.7    (f) LEVELING    3  
 AA0879
 AA0879.Superseded values are not recommended for survey control.
 AA0879
 AA0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0879.See file dsdata.pdf to determine how the superseded data were derived.
 AA0879
 AA0879_MARKER: DB = BENCH MARK DISK
 AA0879_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0879_SP_SET: SEWER PUMP STATION WET WALL
 AA0879_STAMPING: 3962 E 1978
 AA0879_MARK LOGO: NOS
 AA0879_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0879+STABILITY: SURFACE MOTION
 AA0879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0879+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA0879
 AA0879  HISTORY     - Date     Condition        Report By
 AA0879  HISTORY     - 1978     MONUMENTED       NOS
 AA0879  HISTORY     - 1982     GOOD             FLDNR
 AA0879  HISTORY     - 1989     GOOD             NGS
 AA0879  HISTORY     - 19901031 GOOD             FLDNR
 AA0879  HISTORY     - 19911127 GOOD
 AA0879  HISTORY     - 19920131 GOOD             NOS
 AA0879  HISTORY     - 19940215 GOOD             KEISCH
 AA0879  HISTORY     - 20031123 GOOD             USPSQD
 AA0879  HISTORY     - 20180823 POOR             NGS
 AA0879
 AA0879                          STATION DESCRIPTION
 AA0879
 AA0879'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0879'IN KEY COLONY BEACH.
 AA0879'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1,
 AA0879'GO 0.7 MILE SOUTHEAST ON KEY COLONY BEACH ROAD TO THE MARK.
 AA0879'THE MARK BEARS 14 FEET NORTHEAST OF THE CENTERLINE OF THE
 AA0879'ROAD, 435 FEET NORTH OF THE FLAGPOLE IN FRONT OF CITY HALL,
 AA0879'AND IS SET IN THE TOP OF THE CONCRETE BOX FOR A SEWAGE
 AA0879'PUMPING STATION.
 AA0879
 AA0879                          STATION RECOVERY (1989)
 AA0879
 AA0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AA0879'THE STATION IS LOCATED IN THE TOWN OF KEY COLONY BEACH, JUST EAST OF
 AA0879'MARATHON, JUST NORTHEAST OF KEY COLONY BEACH CITY HALL, AT THE EAST
 AA0879'SIDE OF SUDOWSKI CAUSEWAY, AT A SANITARY SEWER PUMP STATION AND ON THE
 AA0879'EAST RIGHT-OF-WAY OF KEY COLONY BEACH ROAD.  OWNERSHIP--CITY OF KEY
 AA0879'COLONY BEACH.
 AA0879'TO REACH THE STATION FROM THE EAST END OF SEVEN-MILE BRIDGE, LOCATED
 AA0879'AT THE WEST EDGE OF MARATHON, GO EAST ALONG U.S. HIGHWAY 1 FOR 10.4 KM
 AA0879'(6.45 MI) TO THE JUNCTION OF KEY COLONY BEACH ROAD ON THE RIGHT, THEN
 AA0879'GO RIGHT, SOUTH, ALONG KEY COLONY BEACH ROAD FOR 1.1 KM (0.70 MI) TO
 AA0879'THE STATION ON THE LEFT AT A SEWER PUMP STATION.
 AA0879'THE STATION IS SET IN THE MIDDLE AND AT THE NORTH EDGE OF A 12 FT BY 5
 AA0879'FT CONCRETE SEWER WET WALL, LEVEL WITH THE SURFACE OF THE GROUND AND
 AA0879'ABOUT LEVEL WITH THE ROAD.  LOCATED 1.8 M (5.9 FT) WEST OF A UTILITY
 AA0879'SUPPORT POLE, 4.6 M (15.1 FT) SOUTH OF A GUYED POWERLINE POLE AND
 AA0879'ABOUT 133 M (436.4 FT) NORTHEAST AND ACROSS ROAD FROM A FLAGPOLE AT
 AA0879'THE NORTHEAST CORNER OF CITY HALL, 4.0 M (13.1 FT) EAST OF THE
 AA0879'CENTERLINE OF THE ROAD AND NEAR THE SOUTHWEST CORNER OF A BOAT TRAILER
 AA0879'PARKING AREA.
 AA0879'DESCRIBED BY G.F. SMITH.
 AA0879
 AA0879                          STATION RECOVERY (1990)
 AA0879
 AA0879'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0879'RECOVERED IN GOOD CONDITION.
 AA0879
 AA0879                          STATION RECOVERY (1991)
 AA0879
 AA0879'RECOVERED 1991
 AA0879'RECOVERED IN GOOD CONDITION.
 AA0879
 AA0879                          STATION RECOVERY (1992)
 AA0879
 AA0879'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1992
 AA0879'THE STATION IS LOCATED IN THE TOWN OF KEY COLONY BEACH, JUST EAST OF
 AA0879'MARATHON AND NORTHEAST OF KEY COLONY BEACH CITY HALL, AT THE EAST SIDE
 AA0879'OF SUDOWSKI CAUSEWAY AT A SANITARY SEWER PUMP STATION AND ON THE EAST
 AA0879'RIGHT OF WAY OF KEY COLONY BEACH ROAD.
 AA0879'TO REACH THE STATION FROM THE
 AA0879'EAST END OF SEVEN MILE BRIDGE HEAD EAST ALONG US HIGHWAY 1 FOR 6.45 M
 AA0879'(21.16 FT) TO THE JUNCTION OF KEY COLONY BEACH ROAD ON THE RIGHT
 AA0879'THEN,TURN RIGHT (SOUTH) ALONG KEY COLONY BEACH ROAD FOR 0.70 MI (1.13
 AA0879'KM) TO THE STATION ON THE LEFT AT A SEWER PUMP STATION.
 AA0879'THE STATION
 AA0879'IS SET IN THE MIDDLE AND AT THE NORTH EDGE OF A 12 FT (3.66 M) BY 5 FT
 AA0879'(1.52 M) CONCRETE SEWER WET WALL, LEVEL WITH THE SURFACE OF THE GROUND
 AA0879'AND ABOUT LEVEL WITH THE ROAD. THE STATION IS 5.9 FT (1.80 M) WEST OF
 AA0879'A UTILITY SUPPORT POLE, 15.1 FT (4.60 M) SOUTH OF A GUYED POWERLINE
 AA0879'POLE, ABOUT 436.4 FT (133.01 M) NORTHEAST AND ACROSS THE ROAD FROM A
 AA0879'FLAGPOLE AT THE NORTHEAST CORNER OF CITY HALL, 13.1 FT (3.99 M) EAST
 AA0879'OF THE CENTERLINE OF THE ROAD AND NEAR THE SOUTHWEST CORNER OF A BOAT
 AA0879'TRAILER PARKING AREA. THE STATION IS STAMPED 8723962 E TIDAL AND THE
 AA0879'DATUM POINT IS THE PUNCH HOLE IN THE CENTER OF THE DISK.
 AA0879
 AA0879                          STATION RECOVERY (1994)
 AA0879
 AA0879'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1994 (MDE)
 AA0879'THE STATION IS LOCATED IN THE CITY OF KEY COLONY BEACH, IN THE EAST
 AA0879'RIGHT-OF-WAY OF KEY COLONY BEACH CAUSEWAY IN MONROE COUNTY, FLORIDA.
 AA0879'TO REACH THE STATION FROM THE VOLUNTEER FIRE DEPARTMENT STATION NO 2
 AA0879'IN FRONT OF THE MARATHON AIRPORT, GO EAST NORTHEAST ON U.S. 1 FOR 2.04
 AA0879'MI (3.28 KM) TO THE INTERSECTION WITH KEY COLONY BEACH CAUSEWAY. TURN
 AA0879'RIGHT AND GO SOUTH ON KEY COLONY BEACH CAUSEWAY FOR 0.68 MI (1.09 KM)
 AA0879'TO A SANITARY LIFT STATION ON THE LEFT AND THE STATION ON THE LEFT.
 AA0879'THE STATION LIES 18 FT (5.5 M) EAST OF THE CENTERLINE OF THE KEY
 AA0879'COLONY BEACH CAUSEWAY, 17.6 FT (5.4 M) SOUTH OF A WOOD POWER POLE, AND
 AA0879'7.5 FT (2.3 M) WEST OF A CARSONITE WITNESS POST. THE STATION IS A
 AA0879'NATIONAL OCEAN SERVICE BENCHMARK DISC, SET IN A CONCRETE SLAB FOR A
 AA0879'SEWER LIFT STATION, STAMPED "3962 E 1978". REFERENCES-- KEITH AND
 AA0879'SCHNARS NAIL AND DISC, SET AT THE EDGE OF PAVEMENT, MAGNETIC AZIMUTH
 AA0879'OF 264 DEGREES AT 6.30 FT (1.92 M) . KEITH AND SCHNARS NAIL AND DISC,
 AA0879'SET IN THE WEST FACE OF A WOOD POWER POLE, MAGNETIC AZIMUTH OF 6
 AA0879'DEGREES AT 17.63 FT (5.37 M) . X-CUT, SET IN THE EAST SIDE OF A
 AA0879'CONCRETE SLAB FOR A LIFT STATION, MAGNETIC AZIMUTH OF 101 DEGREES AT
 AA0879'8.19 FT (2.50 M) . SET CARSONITE WITNESS POST, MAGNETIC AZIMUTH OF 82
 AA0879'DEGREES AT 7.53 FT (2.30 M) .
 AA0879
 AA0879                          STATION RECOVERY (2003)
 AA0879
 AA0879'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0879'RECOVERED IN GOOD CONDITION.
 AA0879
 AA0879                          STATION RECOVERY (2018)
 AA0879
 AA0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (AMC)
 AA0879'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1712 ***********************************************************************
 AA1712  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1712  DESIGNATION -  872 3962 F TIDAL
 AA1712  PID         -  AA1712
 AA1712  STATE/COUNTY-  FL/MONROE
 AA1712  COUNTRY     -  US
 AA1712  USGS QUAD   -  MARATHON (2018)
 AA1712
 AA1712                         *CURRENT SURVEY CONTROL
 AA1712  ______________________________________________________________________
 AA1712* NAD 83(1986) POSITION- 24 43 24.     (N) 081 01 06.     (W)   SCALED
 AA1712* NAVD 88 ORTHO HEIGHT -     0.484 (meters)        1.59  (feet) ADJUSTED
 AA1712  ______________________________________________________________________
 AA1712  GEOID HEIGHT    -        -22.463 (meters)                     GEOID18
 AA1712  DYNAMIC HEIGHT  -          0.483 (meters)        1.58  (feet) COMP
 AA1712  MODELED GRAVITY -    978,967.4   (mgal)                       NAVD 88
 AA1712
 AA1712  VERT ORDER      -  FIRST     CLASS II
 AA1712
 AA1712.The horizontal coordinates were scaled from a map and have
 AA1712.an estimated accuracy of +/- 6 seconds.
 AA1712
 AA1712.The orthometric height was determined by differential leveling and
 AA1712.adjusted by the NATIONAL GEODETIC SURVEY
 AA1712.in May 1994.
 AA1712
 AA1712.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1712.GEOID18 height accuracy estimate available here.
 AA1712
 AA1712.This Tidal Bench Mark is designated as VM 684
 AA1712.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1712
 AA1712.Click photographs - Photos may exist for this station.
 AA1712
 AA1712.The dynamic height is computed by dividing the NAVD 88
 AA1712.geopotential number by the normal gravity value computed on the
 AA1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1712.degrees latitude (g = 980.6199 gals.).
 AA1712
 AA1712.The modeled gravity was interpolated from observed gravity values.
 AA1712
 AA1712;                    North         East    Units  Estimated Accuracy
 AA1712;SPC FL E     -    43,200.      198,150.      MT  (+/- 180 meters Scaled)
 AA1712
 AA1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH981343(NAD 83)
 AA1712
 AA1712                          SUPERSEDED SURVEY CONTROL
 AA1712
 AA1712  NGVD 29 (09/01/92)    0.928  (m)            3.04   (f) ADJUSTED    1 2
 AA1712
 AA1712.Superseded values are not recommended for survey control.
 AA1712
 AA1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1712.See file dsdata.pdf to determine how the superseded data were derived.
 AA1712
 AA1712_MARKER: DJ = TIDAL STATION DISK
 AA1712_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA1712_STAMPING: 3962 F 1984
 AA1712_MARK LOGO: NOS
 AA1712_MAGNETIC: I = MARKER IS A STEEL ROD
 AA1712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1712+SATELLITE: SATELLITE OBSERVATIONS - October 31, 1990
 AA1712
 AA1712  HISTORY     - Date     Condition        Report By
 AA1712  HISTORY     - 1984     MONUMENTED       NOS
 AA1712  HISTORY     - 19901031 GOOD             FLDNR
 AA1712  HISTORY     - 20031123 MARK NOT FOUND   USPSQD
 AA1712  HISTORY     - 20181018 MARK NOT FOUND   FLDEP
 AA1712
 AA1712                          STATION DESCRIPTION
 AA1712
 AA1712'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1712'TO REACH THE MARK FROM THE CITY HALL FOR KEY COLONY BEACH, GO NORTH
 AA1712'ON KEY COLONY BEACH ROAD (SUDOWSKI CAUSEWAY) FOR 0.05 MI.  (0.08 KM)
 AA1712'LOCATED 627.0 FT (191.1 M) NORTH OF THE NORTHEAST CORNER OF KEY
 AA1712'COLONY BEACH CITY HALL, 85.5 FT (26.1 M) WEST OF THE SOUTHWEST CORNER
 AA1712'OF THE KEY COLONY BEACH SHOPPING CENTER BUILDING, 19.5 FT (5.9 M)
 AA1712'WEST OF THE CENTERLINE OF KEY COLONY BEACH ROAD (SUDOWSKI CAUSEWAY
 AA1712'AND ALSO CALLED SIXTH STREET) AND 2.5 FT (0.8 M) WEST OF THE WEST
 AA1712'EDGE OF A BICYCLE PATH.  ROD DEPTH UNKNOWN.
 AA1712
 AA1712                          STATION RECOVERY (2003)
 AA1712
 AA1712'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA1712'RECOVERY DESCRIPTION ON WEST EDGE OF BIKE PATH. NO METAL DETECTOR
 AA1712'SIGNAL PROXIMITY TO BIKE PATH, EDGE OF SLOPE WOULD MAKE MARKER
 AA1712'DANGEROUS TO ATTEMPT TO RECOVER.
 AA1712
 AA1712                          STATION RECOVERY (2018)
 AA1712
 AA1712'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA1712'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1711 ***********************************************************************
 AA1711  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1711  DESIGNATION -  872 3962 G TIDAL
 AA1711  PID         -  AA1711
 AA1711  STATE/COUNTY-  FL/MONROE
 AA1711  COUNTRY     -  US
 AA1711  USGS QUAD   -  MARATHON (2018)
 AA1711
 AA1711                         *CURRENT SURVEY CONTROL
 AA1711  ______________________________________________________________________
 AA1711* NAD 83(1986) POSITION- 24 43 34.03   (N) 081 01 08.74   (W)   HD_HELD1
 AA1711* NAVD 88 ORTHO HEIGHT -     0.559 (meters)        1.83  (feet) ADJUSTED
 AA1711  ______________________________________________________________________
 AA1711  GEOID HEIGHT    -        -22.463 (meters)                     GEOID18
 AA1711  DYNAMIC HEIGHT  -          0.558 (meters)        1.83  (feet) COMP
 AA1711  MODELED GRAVITY -    978,967.5   (mgal)                       NAVD 88
 AA1711
 AA1711  VERT ORDER      -  FIRST     CLASS II
 AA1711
 AA1711.The horizontal coordinates were determined by differentially corrected
 AA1711.hand held GPS observations or other comparable positioning techniques
 AA1711.and have an estimated accuracy of +/- 3 meters.
 AA1711
 AA1711.The orthometric height was determined by differential leveling and
 AA1711.adjusted by the NATIONAL GEODETIC SURVEY
 AA1711.in April 2020.
 AA1711
 AA1711.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1711.GEOID18 height accuracy estimate available here.
 AA1711
 AA1711.This Tidal Bench Mark is designated as VM 685
 AA1711.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1711
 AA1711.Click photographs - Photos may exist for this station.
 AA1711
 AA1711.The dynamic height is computed by dividing the NAVD 88
 AA1711.geopotential number by the normal gravity value computed on the
 AA1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1711.degrees latitude (g = 980.6199 gals.).
 AA1711
 AA1711.The modeled gravity was interpolated from observed gravity values.
 AA1711
 AA1711;                    North         East    Units  Estimated Accuracy
 AA1711;SPC FL E     -    43,504.9     198,068.3     MT  (+/- 3 meters HH1 GPS) 
 AA1711
 AA1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9806834622(NAD 83)
 AA1711
 AA1711                          SUPERSEDED SURVEY CONTROL
 AA1711
 AA1711  NAVD 88 (05/20/94)    0.559  (m)            1.83   (f) SUPERSEDED  1 2
 AA1711  NGVD 29 (09/01/92)    1.002  (m)            3.29   (f) ADJUSTED    1 2
 AA1711
 AA1711.Superseded values are not recommended for survey control.
 AA1711
 AA1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1711.See file dsdata.pdf to determine how the superseded data were derived.
 AA1711
 AA1711_MARKER: DB = BENCH MARK DISK
 AA1711_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA1711_STAMPING: 3962 G 1984
 AA1711_MARK LOGO: NOS
 AA1711_PROJECTION: FLUSH
 AA1711_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1711+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2018
 AA1711
 AA1711  HISTORY     - Date     Condition        Report By
 AA1711  HISTORY     - 1984     MONUMENTED       NOS
 AA1711  HISTORY     - 19901031 GOOD             FLDNR
 AA1711  HISTORY     - 20031123 GOOD             USPSQD
 AA1711  HISTORY     - 20181018 GOOD             FLDEP
 AA1711
 AA1711                          STATION DESCRIPTION
 AA1711
 AA1711'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1711'TO REACH THE MARK FROM THE CITY HALL FOR KEY COLONY BEACH GO NORTH ON
 AA1711'KEY COLONY BEACH ROAD (SUDOWSKI ROAD) FOR 0.4 MI (0.6 KM) TO THE
 AA1711'MARK.  LOCATED 345.0 FT (105.2 M) NORTH-NORTHWEST OF THE NORTH END OF
 AA1711'THE SEAWALL AT THE KEY COLONY BEACH COMMERCIAL MARINA, 57.0 FT (17.4
 AA1711'M) WEST OF THE SOUTHWEST CORNER OF THE RESIDENCE OF NUMBER 7 KEY
 AA1711'COLONY BEACH ROAD (SUDOWSKI CAUSEWAY AND ALSO CALLED SIXTH STREET),
 AA1711'37.0 FT (11.3 M) SOUTH-SOUTHWEST OF A POWER/STREET LIGHT POLE, 21.0
 AA1711'FT (6.4 M) WEST OF THE CENTERLINE OF KEY COLONY BEACH ROAD AND 3.3 FT
 AA1711'(1.0 M) WEST OF THE WEST EDGE OF A BIKE PATH.  ROD DEPTH UNKNOWN.
 AA1711
 AA1711                          STATION RECOVERY (2003)
 AA1711
 AA1711'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA1711'1990 DESCRIPTION CORRECT WITH THE FOLLOWING CORRECTION AND ADDITIONS.
 AA1711'ON WEST EDGE OF A BIKE PATH.1' BELOW ROAD GRADE LOCATED INSIDE A 6
 AA1711'INCH PVC STAND PIPE WITH ACCESS COVER
 AA1711
 AA1711                          STATION RECOVERY (2018)
 AA1711
 AA1711'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA1711'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0881 ***********************************************************************
 AA0881  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0881  DESIGNATION -  872 3962 K TIDAL
 AA0881  PID         -  AA0881
 AA0881  STATE/COUNTY-  FL/MONROE
 AA0881  COUNTRY     -  US
 AA0881  USGS QUAD   -  MARATHON (2018)
 AA0881
 AA0881                         *CURRENT SURVEY CONTROL
 AA0881  ______________________________________________________________________
 AA0881* NAD 83(1986) POSITION- 24 43 12.8    (N) 081 01 04.1    (W)   HD_HELD2
 AA0881* NAVD 88 ORTHO HEIGHT -     1.322 (meters)        4.34  (feet) ADJUSTED
 AA0881  ______________________________________________________________________
 AA0881  GEOID HEIGHT    -        -22.463 (meters)                     GEOID18
 AA0881  DYNAMIC HEIGHT  -          1.320 (meters)        4.33  (feet) COMP
 AA0881  MODELED GRAVITY -    978,967.3   (mgal)                       NAVD 88
 AA0881
 AA0881  VERT ORDER      -  FIRST     CLASS II
 AA0881
 AA0881.The horizontal coordinates were established by autonomous hand held GPS
 AA0881.observations and have an estimated accuracy of +/- 10 meters.
 AA0881
 AA0881.The orthometric height was determined by differential leveling and
 AA0881.adjusted by the NATIONAL GEODETIC SURVEY
 AA0881.in April 2020.
 AA0881
 AA0881.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0881.GEOID18 height accuracy estimate available here.
 AA0881
 AA0881.This Tidal Bench Mark is designated as VM 683
 AA0881.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0881
 AA0881.Click photographs - Photos may exist for this station.
 AA0881
 AA0881.The dynamic height is computed by dividing the NAVD 88
 AA0881.geopotential number by the normal gravity value computed on the
 AA0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0881.degrees latitude (g = 980.6199 gals.).
 AA0881
 AA0881.The modeled gravity was interpolated from observed gravity values.
 AA0881
 AA0881;                    North         East    Units  Estimated Accuracy
 AA0881;SPC FL E     -    42,852.      198,199.      MT  (+/- 10 meters HH2 GPS)
 AA0881
 AA0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH9819933969(NAD 83)
 AA0881
 AA0881                          SUPERSEDED SURVEY CONTROL
 AA0881
 AA0881  NAVD 88 (06/15/91)    1.322  (m)            4.34   (f) SUPERSEDED  2 1
 AA0881
 AA0881.Superseded values are not recommended for survey control.
 AA0881
 AA0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0881.See file dsdata.pdf to determine how the superseded data were derived.
 AA0881
 AA0881_MARKER: DJ = TIDAL STATION DISK
 AA0881_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA0881_STAMPING: 3962 K 1978
 AA0881_MARK LOGO: NOS
 AA0881_PROJECTION: FLUSH
 AA0881_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0881_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0881+SATELLITE: SATELLITE OBSERVATIONS - October 18, 2018
 AA0881_ROD/PIPE-DEPTH: 5.49 meters
 AA0881
 AA0881  HISTORY     - Date     Condition        Report By
 AA0881  HISTORY     - 1978     MONUMENTED       NOS
 AA0881  HISTORY     - 1982     GOOD             FLDNR
 AA0881  HISTORY     - 20031123 GOOD             USPSQD
 AA0881  HISTORY     - 20181018 GOOD             FLDEP
 AA0881
 AA0881                          STATION DESCRIPTION
 AA0881
 AA0881'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0881'0.9 MI SE FROM KEY COLONY BEACH.
 AA0881'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1, GO 0.9
 AA0881'MILE SOUTHEAST ON KEY COLONY BEACH ROAD TO THE SUNSET BEACH APARTMENTS
 AA0881'AND THE MARK.  THE MARK BEARS 99 FEET SOUTHWEST OF THE L-JUNCTION OF
 AA0881'KEY COLONY BEACH ROAD AND EAST OCEAN DRIVE, 15.7 FEET SOUTHWEST OF THE
 AA0881'NORTHWEST CORNER OF THE APARTMENTS, AND 0.8 FOOT SOUTHEAST OF A LIGHT
 AA0881'POLE.
 AA0881
 AA0881                          STATION RECOVERY (2003)
 AA0881
 AA0881'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0881'1982 DECRIPTION GOOD WITH THE FOLLOWING CHANGES. 0.8 FEET SOUTHEAST OF
 AA0881'AN OLD WOODEN POWER POLE, FLUSH INSIDE A 6 INCH PVC PIPE WITH AN
 AA0881'ACCESS COVER.
 AA0881
 AA0881                          STATION RECOVERY (2018)
 AA0881
 AA0881'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0881'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1713 ***********************************************************************
 AA1713  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1713  DESIGNATION -  872 3962 L TIDAL
 AA1713  PID         -  AA1713
 AA1713  STATE/COUNTY-  FL/MONROE
 AA1713  COUNTRY     -  US
 AA1713  USGS QUAD   -  MARATHON (2018)
 AA1713
 AA1713                         *CURRENT SURVEY CONTROL
 AA1713  ______________________________________________________________________
 AA1713* NAD 83(1986) POSITION- 24 43 27.     (N) 081 01 05.     (W)   SCALED
 AA1713* NAVD 88 ORTHO HEIGHT -     0.913 (meters)        3.00  (feet) ADJUSTED
 AA1713  ______________________________________________________________________
 AA1713  GEOID HEIGHT    -        -22.464 (meters)                     GEOID18
 AA1713  DYNAMIC HEIGHT  -          0.911 (meters)        2.99  (feet) COMP
 AA1713  MODELED GRAVITY -    978,967.4   (mgal)                       NAVD 88
 AA1713
 AA1713  VERT ORDER      -  FIRST     CLASS II
 AA1713
 AA1713.The horizontal coordinates were scaled from a map and have
 AA1713.an estimated accuracy of +/- 6 seconds.
 AA1713
 AA1713.The orthometric height was determined by differential leveling and
 AA1713.adjusted by the NATIONAL GEODETIC SURVEY
 AA1713.in May 1994.
 AA1713
 AA1713.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1713.GEOID18 height accuracy estimate available here.
 AA1713
 AA1713.This Tidal Bench Mark is designated as VM 1780
 AA1713.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1713
 AA1713.Click photographs - Photos may exist for this station.
 AA1713
 AA1713.The dynamic height is computed by dividing the NAVD 88
 AA1713.geopotential number by the normal gravity value computed on the
 AA1713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1713.degrees latitude (g = 980.6199 gals.).
 AA1713
 AA1713.The modeled gravity was interpolated from observed gravity values.
 AA1713
 AA1713;                    North         East    Units  Estimated Accuracy
 AA1713;SPC FL E     -    43,290.      198,170.      MT  (+/- 180 meters Scaled)
 AA1713
 AA1713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH981344(NAD 83)
 AA1713
 AA1713                          SUPERSEDED SURVEY CONTROL
 AA1713
 AA1713  NGVD 29 (09/01/92)    1.356  (m)            4.45   (f) ADJUSTED    1 2
 AA1713
 AA1713.Superseded values are not recommended for survey control.
 AA1713
 AA1713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1713.See file dsdata.pdf to determine how the superseded data were derived.
 AA1713
 AA1713_STAMPING: 3962 L 1988
 AA1713_MARK LOGO: NOS
 AA1713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1713+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA1713
 AA1713  HISTORY     - Date     Condition        Report By
 AA1713  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1713  HISTORY     - 20031123 GOOD             USPSQD
 AA1713  HISTORY     - 20181018 MARK NOT FOUND   FLDEP
 AA1713
 AA1713                          STATION DESCRIPTION
 AA1713
 AA1713'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1713'TO REACH THE MARK FROM THE CITY HALL FOR KEY COLONY BEACH, GO NORTH
 AA1713'ON KEY COLONY BEACH ROAD (SUDOWSKI CAUSEWAY) FOR 0.45 MI (0.72 KM) TO
 AA1713'THE MARK, SET IN THE FOUNDATION FOR A CONCRETE BLOCK STRUCTURE.
 AA1713'LOCATED 129.5 FT (39.5 M) EAST OF THE CENTERLINE OF KEY COLONY BEACH
 AA1713'ROAD (SUDOWSKI CAUSEWAY AND ALSO CALLED SIXTH STREET), 57.2 FT (17.4
 AA1713'M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE KEY COLONY BEACH
 AA1713'SHOPPING CENTER BUILDING, 13.3 FT (4.1 M) WEST OF THE EAST FACE OF
 AA1713'THE SEAWALL AND 2.8 FT (0.9 M) WEST OF THE SOUTHEAST CORNER OF THE
 AA1713'CONCRETE BLOCK STRUCTURE.
 AA1713
 AA1713                          STATION RECOVERY (2003)
 AA1713
 AA1713'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA1713'RECOVERED IN GOOD CONDITION.
 AA1713
 AA1713                          STATION RECOVERY (2018)
 AA1713
 AA1713'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA1713'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0876 ***********************************************************************
 AA0876  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0876  DESIGNATION -  872 3962 NE TIDAL
 AA0876  PID         -  AA0876
 AA0876  STATE/COUNTY-  FL/MONROE
 AA0876  COUNTRY     -  US
 AA0876  USGS QUAD   -  MARATHON (2018)
 AA0876
 AA0876                         *CURRENT SURVEY CONTROL
 AA0876  ______________________________________________________________________
 AA0876* NAD 83(1986) POSITION- 24 43 45.     (N) 081 01 10.     (W)   SCALED
 AA0876* NAVD 88 ORTHO HEIGHT -     1.895 (meters)        6.22  (feet) ADJUSTED
 AA0876  ______________________________________________________________________
 AA0876  GEOID HEIGHT    -        -22.463 (meters)                     GEOID18
 AA0876  DYNAMIC HEIGHT  -          1.892 (meters)        6.21  (feet) COMP
 AA0876  MODELED GRAVITY -    978,967.6   (mgal)                       NAVD 88
 AA0876
 AA0876  VERT ORDER      -  SECOND    CLASS I
 AA0876
 AA0876.The horizontal coordinates were scaled from a map and have
 AA0876.an estimated accuracy of +/- 6 seconds.
 AA0876
 AA0876.The orthometric height was determined by differential leveling and
 AA0876.adjusted by the NATIONAL GEODETIC SURVEY
 AA0876.in June 1991.
 AA0876
 AA0876.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0876.GEOID18 height accuracy estimate available here.
 AA0876
 AA0876.This Tidal Bench Mark is designated as VM 687
 AA0876.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0876
 AA0876.Click photographs - Photos may exist for this station.
 AA0876
 AA0876.The dynamic height is computed by dividing the NAVD 88
 AA0876.geopotential number by the normal gravity value computed on the
 AA0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0876.degrees latitude (g = 980.6199 gals.).
 AA0876
 AA0876.The modeled gravity was interpolated from observed gravity values.
 AA0876
 AA0876;                    North         East    Units  Estimated Accuracy
 AA0876;SPC FL E     -    43,840.      198,030.      MT  (+/- 180 meters Scaled)
 AA0876
 AA0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH980349(NAD 83)
 AA0876
 AA0876                          SUPERSEDED SURVEY CONTROL
 AA0876
 AA0876.No superseded survey control is available for this station.
 AA0876
 AA0876_MARKER: DD = SURVEY DISK
 AA0876_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0876_SP_SET: BRIDGE ABUTMENT
 AA0876_MARK LOGO: FLDT
 AA0876_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0876+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA0876
 AA0876  HISTORY     - Date     Condition        Report By
 AA0876  HISTORY     - UNK      MONUMENTED       FLDT
 AA0876  HISTORY     - 1982     GOOD             FLDNR
 AA0876  HISTORY     - 20031123 GOOD             USPSQD
 AA0876  HISTORY     - 20181017 MARK NOT FOUND   FLDEP
 AA0876
 AA0876                          STATION DESCRIPTION
 AA0876
 AA0876'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0876'IN KEY COLONY BEACH.
 AA0876'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1,
 AA0876'GO 0.25 MILE SOUTHEAST ON KEY COLONY BEACH ROAD TO A SMALL
 AA0876'BRIDGE AND THE MARK.  THE MARK IS SET IN THE ABUTMENT AT THE
 AA0876'NORTHWEST END OF THE BRIDGE, 13.8 FEET NORTHEAST OF THE
 AA0876'CENTERLINE OF THE ROAD, AND 57.5 FEET NORTHWEST OF THE FIRST
 AA0876'POWER POLE SOUTHEAST OF THE BRIDGE ON THE NORTHEAST SIDE OF THE
 AA0876'ROAD.  NOTE -- MARK IS NOT STAMPED.
 AA0876'THE MARK IS ABOVE LEVEL WITH ROAD.
 AA0876
 AA0876                          STATION RECOVERY (2003)
 AA0876
 AA0876'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0876'BRIDGE SOON TO BE REPLACED.
 AA0876
 AA0876                          STATION RECOVERY (2018)
 AA0876
 AA0876'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0876'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AA0876'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0877 ***********************************************************************
 AA0877  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0877  DESIGNATION -  872 3962 SW TIDAL
 AA0877  PID         -  AA0877
 AA0877  STATE/COUNTY-  FL/MONROE
 AA0877  COUNTRY     -  US
 AA0877  USGS QUAD   -  MARATHON (2018)
 AA0877
 AA0877                         *CURRENT SURVEY CONTROL
 AA0877  ______________________________________________________________________
 AA0877* NAD 83(1986) POSITION- 24 43 42.     (N) 081 01 11.     (W)   SCALED
 AA0877* NAVD 88 ORTHO HEIGHT -     1.628 (meters)        5.34  (feet) ADJUSTED
 AA0877  ______________________________________________________________________
 AA0877  GEOID HEIGHT    -        -22.463 (meters)                     GEOID18
 AA0877  DYNAMIC HEIGHT  -          1.625 (meters)        5.33  (feet) COMP
 AA0877  MODELED GRAVITY -    978,967.6   (mgal)                       NAVD 88
 AA0877
 AA0877  VERT ORDER      -  SECOND    CLASS I
 AA0877
 AA0877.The horizontal coordinates were scaled from a map and have
 AA0877.an estimated accuracy of +/- 6 seconds.
 AA0877
 AA0877.The orthometric height was determined by differential leveling and
 AA0877.adjusted by the NATIONAL GEODETIC SURVEY
 AA0877.in June 1991.
 AA0877
 AA0877.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0877.GEOID18 height accuracy estimate available here.
 AA0877
 AA0877.This Tidal Bench Mark is designated as VM 686
 AA0877.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0877
 AA0877.Click photographs - Photos may exist for this station.
 AA0877
 AA0877.The dynamic height is computed by dividing the NAVD 88
 AA0877.geopotential number by the normal gravity value computed on the
 AA0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0877.degrees latitude (g = 980.6199 gals.).
 AA0877
 AA0877.The modeled gravity was interpolated from observed gravity values.
 AA0877
 AA0877;                    North         East    Units  Estimated Accuracy
 AA0877;SPC FL E     -    43,750.      198,010.      MT  (+/- 180 meters Scaled)
 AA0877
 AA0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH980348(NAD 83)
 AA0877
 AA0877                          SUPERSEDED SURVEY CONTROL
 AA0877
 AA0877.No superseded survey control is available for this station.
 AA0877
 AA0877_MARKER: DD = SURVEY DISK
 AA0877_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0877_SP_SET: BRIDGE ABUTMENT
 AA0877_MARK LOGO: FLDT
 AA0877_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0877+SATELLITE: SATELLITE OBSERVATIONS - November 23, 2003
 AA0877
 AA0877  HISTORY     - Date     Condition        Report By
 AA0877  HISTORY     - UNK      MONUMENTED       FLDT
 AA0877  HISTORY     - 1982     GOOD             FLDNR
 AA0877  HISTORY     - 20031123 GOOD             USPSQD
 AA0877  HISTORY     - 20181017 MARK NOT FOUND   FLDEP
 AA0877
 AA0877                          STATION DESCRIPTION
 AA0877
 AA0877'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0877'IN KEY COLONY BEACH.
 AA0877'BEGIN AT THE JUNCTION OF KEY COLONY BEACH ROAD AND U.S. 1,
 AA0877'GO 0.25 MILE SOUTHEAST ON KEY COLONY BEACH ROAD TO A SMALL
 AA0877'BRIDGE AND THE MARK.  THE MARK IS SET IN THE ABUTMENT AT THE
 AA0877'SOUTHEAST END OF THE BRIDGE, 17.0 FEET SOUTHWEST OF THE
 AA0877'CENTERLINE OF THE ROAD, AND 30 FEET NORTHWEST OF THE FIRST
 AA0877'LAMP POST SOUTHEAST OF THE BRIDGE ON THE SOUTHWEST SIDE OF
 AA0877'THE ROAD.  NOTE -- MARK IS NOT STAMPED.
 AA0877'THE MARK IS ABOVE LEVEL WITH ROAD.
 AA0877
 AA0877                          STATION RECOVERY (2003)
 AA0877
 AA0877'RECOVERY NOTE BY US POWER SQUADRON 2003
 AA0877'LAST DISCRIPTION ACCURATE WITHT THE FOLLOWING CORRECTIONS. 32.2 FEET
 AA0877'NORTHWEST OF THE FIRST LAMP POST SOUTHEAST OF THE BRIDGE ON THE
 AA0877'SOUTHWEST SIDE OF THE ROAD. MARK IS STAMPED 3962SW
 AA0877
 AA0877                          STATION RECOVERY (2018)
 AA0877
 AA0877'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0877'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AA0877'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0895 ***********************************************************************
 AA0895  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0895  DESIGNATION -  872 3970 A TIDAL
 AA0895  PID         -  AA0895
 AA0895  STATE/COUNTY-  FL/MONROE
 AA0895  COUNTRY     -  US
 AA0895  USGS QUAD   -  MARATHON (2018)
 AA0895
 AA0895                         *CURRENT SURVEY CONTROL
 AA0895  ______________________________________________________________________
 AA0895* NAD 83(1986) POSITION- 24 42 44.     (N) 081 06 17.     (W)   SCALED
 AA0895* NAVD 88 ORTHO HEIGHT -     1.211 (meters)        3.97  (feet) ADJUSTED
 AA0895  ______________________________________________________________________
 AA0895  GEOID HEIGHT    -        -22.329 (meters)                     GEOID18
 AA0895  DYNAMIC HEIGHT  -          1.209 (meters)        3.97  (feet) COMP
 AA0895  MODELED GRAVITY -    978,967.1   (mgal)                       NAVD 88
 AA0895
 AA0895  VERT ORDER      -  SECOND    CLASS I
 AA0895
 AA0895.The horizontal coordinates were scaled from a map and have
 AA0895.an estimated accuracy of +/- 6 seconds.
 AA0895
 AA0895.The orthometric height was determined by differential leveling and
 AA0895.adjusted by the NATIONAL GEODETIC SURVEY
 AA0895.in June 1991.
 AA0895
 AA0895.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0895.GEOID18 height accuracy estimate available here.
 AA0895
 AA0895.This Tidal Bench Mark is designated as VM 698
 AA0895.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0895
 AA0895.Click photographs - Photos may exist for this station.
 AA0895
 AA0895.The dynamic height is computed by dividing the NAVD 88
 AA0895.geopotential number by the normal gravity value computed on the
 AA0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0895.degrees latitude (g = 980.6199 gals.).
 AA0895
 AA0895.The modeled gravity was interpolated from observed gravity values.
 AA0895
 AA0895;                    North         East    Units  Estimated Accuracy
 AA0895;SPC FL E     -    41,970.      189,400.      MT  (+/- 180 meters Scaled)
 AA0895
 AA0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH894330(NAD 83)
 AA0895
 AA0895                          SUPERSEDED SURVEY CONTROL
 AA0895
 AA0895.No superseded survey control is available for this station.
 AA0895
 AA0895_MARKER: DJ = TIDAL STATION DISK
 AA0895_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0895_SP_SET: WALKWAY
 AA0895_STAMPING: 3970 A 1978
 AA0895_MARK LOGO: NOS
 AA0895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0895
 AA0895  HISTORY     - Date     Condition        Report By
 AA0895  HISTORY     - 1978     MONUMENTED       NOS
 AA0895  HISTORY     - 1982     GOOD             FLDNR
 AA0895  HISTORY     - 20181004 MARK NOT FOUND   FLDEP
 AA0895
 AA0895                          STATION DESCRIPTION
 AA0895
 AA0895'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0895'1.2 MI EAST FROM MARATHON.
 AA0895'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE IN MARATHON, GO 1.2
 AA0895'MILES EAST ON U.S. HIGHWAY 1 TO THE FARO BLANCO RESORT AND MARINA.
 AA0895'THE MARK IS SET FLUSH IN THE WALKWAY AROUND THE FARO BLANCO RESORT
 AA0895'CHECK-IN OFFICE.  THE MARK BEARS 133.7 FEET NORTH OF THE CENTERLINE OF
 AA0895'U.S. HIGHWAY 1, 1.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AA0895'OFFICE, 19.0 FEET WEST OF THE CENTERLINE OF THE DRIVEWAY, AND ABOUT
 AA0895'185 FEET EAST OF BENCH MARK 3970 B 1978.
 AA0895
 AA0895                          STATION RECOVERY (2018)
 AA0895
 AA0895'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0895'NOT RECOVERED.  A NEW HEADWALL HAS BEEN CONSTRUCTED AT THE LOCATION OF
 AA0895'THE MARK AS DETERMINED BY THE REFERENCE DISTANCES IN THE ORIGINAL
 AA0895'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0894 ***********************************************************************
 AA0894  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0894  DESIGNATION -  872 3970 B TIDAL
 AA0894  PID         -  AA0894
 AA0894  STATE/COUNTY-  FL/MONROE
 AA0894  COUNTRY     -  US
 AA0894  USGS QUAD   -  MARATHON (2018)
 AA0894
 AA0894                         *CURRENT SURVEY CONTROL
 AA0894  ______________________________________________________________________
 AA0894* NAD 83(1986) POSITION- 24 42 44.     (N) 081 06 17.     (W)   SCALED
 AA0894* NAVD 88 ORTHO HEIGHT -     1.108 (meters)        3.64  (feet) ADJUSTED
 AA0894  ______________________________________________________________________
 AA0894  GEOID HEIGHT    -        -22.329 (meters)                     GEOID18
 AA0894  DYNAMIC HEIGHT  -          1.107 (meters)        3.63  (feet) COMP
 AA0894  MODELED GRAVITY -    978,967.1   (mgal)                       NAVD 88
 AA0894
 AA0894  VERT ORDER      -  SECOND    CLASS I
 AA0894
 AA0894.The horizontal coordinates were scaled from a map and have
 AA0894.an estimated accuracy of +/- 6 seconds.
 AA0894
 AA0894.The orthometric height was determined by differential leveling and
 AA0894.adjusted by the NATIONAL GEODETIC SURVEY
 AA0894.in June 1991.
 AA0894
 AA0894.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0894.GEOID18 height accuracy estimate available here.
 AA0894
 AA0894.This Tidal Bench Mark is designated as VM 699
 AA0894.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0894
 AA0894.Click photographs - Photos may exist for this station.
 AA0894
 AA0894.The dynamic height is computed by dividing the NAVD 88
 AA0894.geopotential number by the normal gravity value computed on the
 AA0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0894.degrees latitude (g = 980.6199 gals.).
 AA0894
 AA0894.The modeled gravity was interpolated from observed gravity values.
 AA0894
 AA0894;                    North         East    Units  Estimated Accuracy
 AA0894;SPC FL E     -    41,970.      189,400.      MT  (+/- 180 meters Scaled)
 AA0894
 AA0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH894330(NAD 83)
 AA0894
 AA0894                          SUPERSEDED SURVEY CONTROL
 AA0894
 AA0894.No superseded survey control is available for this station.
 AA0894
 AA0894_MARKER: DJ = TIDAL STATION DISK
 AA0894_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0894_SP_SET: WALKWAY
 AA0894_STAMPING: 3970 B 1978
 AA0894_MARK LOGO: NOS
 AA0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0894
 AA0894  HISTORY     - Date     Condition        Report By
 AA0894  HISTORY     - 1978     MONUMENTED       NOS
 AA0894  HISTORY     - 1982     GOOD             FLDNR
 AA0894  HISTORY     - 20181004 MARK NOT FOUND   FLDEP
 AA0894
 AA0894                          STATION DESCRIPTION
 AA0894
 AA0894'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0894'1.2 MI EAST FROM MARATHON.
 AA0894'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE IN MARATHON, GO 1.2
 AA0894'MILES EAST ON U.S. HIGHWAY 1 TO THE FARO BLANCO RESORT AND MARINA.
 AA0894'THE MARK IS SET FLUSH IN THE WALKWAY AROUND THE FARO BLANCO GRILL.
 AA0894'THE MARK BEARS 115.6 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY 1,
 AA0894'1.0 FOOT SOUTHWEST OF THE SOUTHWEST CORNER OF THE GRILL, 10.6 FEET
 AA0894'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE WALKWAY, AND ABOUT
 AA0894'185 FEET WEST OF BENCH MARK 3970 A 1978.
 AA0894
 AA0894                          STATION RECOVERY (2018)
 AA0894
 AA0894'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0894'NOT RECOVERED.  A NEW HEADWALL HAS BEEN CONSTRUCTED AT THE LOCATION OF
 AA0894'THE MARK AS DETERMINED BY THE REFERENCE DISTANCES IN THE ORIGINAL
 AA0894'DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0888 ***********************************************************************
 AA0888  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0888  DESIGNATION -  872 3970 G TIDAL
 AA0888  PID         -  AA0888
 AA0888  STATE/COUNTY-  FL/MONROE
 AA0888  COUNTRY     -  US
 AA0888  USGS QUAD   -  MARATHON (2018)
 AA0888
 AA0888                         *CURRENT SURVEY CONTROL
 AA0888  ______________________________________________________________________
 AA0888* NAD 83(1986) POSITION- 24 42 38.     (N) 081 06 05.     (W)   SCALED
 AA0888* NAVD 88 ORTHO HEIGHT -     0.656 (meters)        2.15  (feet) ADJUSTED
 AA0888  ______________________________________________________________________
 AA0888  GEOID HEIGHT    -        -22.336 (meters)                     GEOID18
 AA0888  DYNAMIC HEIGHT  -          0.655 (meters)        2.15  (feet) COMP
 AA0888  MODELED GRAVITY -    978,967.0   (mgal)                       NAVD 88
 AA0888
 AA0888  VERT ORDER      -  SECOND    CLASS I
 AA0888
 AA0888.The horizontal coordinates were scaled from a map and have
 AA0888.an estimated accuracy of +/- 6 seconds.
 AA0888
 AA0888.The orthometric height was determined by differential leveling and
 AA0888.adjusted by the NATIONAL GEODETIC SURVEY
 AA0888.in June 1991.
 AA0888
 AA0888.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0888.GEOID18 height accuracy estimate available here.
 AA0888
 AA0888.This Tidal Bench Mark is designated as VM 700
 AA0888.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0888
 AA0888.Click photographs - Photos may exist for this station.
 AA0888
 AA0888.The dynamic height is computed by dividing the NAVD 88
 AA0888.geopotential number by the normal gravity value computed on the
 AA0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0888.degrees latitude (g = 980.6199 gals.).
 AA0888
 AA0888.The modeled gravity was interpolated from observed gravity values.
 AA0888
 AA0888;                    North         East    Units  Estimated Accuracy
 AA0888;SPC FL E     -    41,790.      189,740.      MT  (+/- 180 meters Scaled)
 AA0888
 AA0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH897329(NAD 83)
 AA0888
 AA0888                          SUPERSEDED SURVEY CONTROL
 AA0888
 AA0888.No superseded survey control is available for this station.
 AA0888
 AA0888_MARKER: DJ = TIDAL STATION DISK
 AA0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0888_STAMPING: 3970 G 1982
 AA0888_MARK LOGO: NOS
 AA0888_PROJECTION: FLUSH
 AA0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0888+STABILITY: SURFACE MOTION
 AA0888
 AA0888  HISTORY     - Date     Condition        Report By
 AA0888  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0888  HISTORY     - 20181005 MARK NOT FOUND   FLDEP
 AA0888
 AA0888                          STATION DESCRIPTION
 AA0888
 AA0888'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0888'1.4 MI WSW FROM MARATHON.
 AA0888'BEGIN AT THE POST OFFICE IN MARATHON, GO 1.4 MILES SOUTHWEST ON U.S.
 AA0888'HIGHWAY 1 TO THE BUCCANEER LODGE AND THE VICINITY OF THE MARK.  THE
 AA0888'MARK BEARS 27.5 FEET EAST OF THE CENTERLINE OF THE DRIVE TO THE LODGE,
 AA0888'49.0 FEET SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE TENNIS
 AA0888'COURTS, AND 55.7 FEET NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE
 AA0888'TENNIS COURTS.
 AA0888'THE MARK IS ABOVE LEVEL WITH GROUND.
 AA0888
 AA0888                          STATION RECOVERY (2018)
 AA0888
 AA0888'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0888'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AA0888'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0887 ***********************************************************************
 AA0887  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0887  DESIGNATION -  872 3970 H TIDAL
 AA0887  PID         -  AA0887
 AA0887  STATE/COUNTY-  FL/MONROE
 AA0887  COUNTRY     -  US
 AA0887  USGS QUAD   -  MARATHON (2018)
 AA0887
 AA0887                         *CURRENT SURVEY CONTROL
 AA0887  ______________________________________________________________________
 AA0887* NAD 83(1986) POSITION- 24 42 38.     (N) 081 06 05.     (W)   SCALED
 AA0887* NAVD 88 ORTHO HEIGHT -     0.562 (meters)        1.84  (feet) ADJUSTED
 AA0887  ______________________________________________________________________
 AA0887  GEOID HEIGHT    -        -22.336 (meters)                     GEOID18
 AA0887  DYNAMIC HEIGHT  -          0.561 (meters)        1.84  (feet) COMP
 AA0887  MODELED GRAVITY -    978,967.0   (mgal)                       NAVD 88
 AA0887
 AA0887  VERT ORDER      -  SECOND    CLASS I
 AA0887
 AA0887.The horizontal coordinates were scaled from a map and have
 AA0887.an estimated accuracy of +/- 6 seconds.
 AA0887
 AA0887.The orthometric height was determined by differential leveling and
 AA0887.adjusted by the NATIONAL GEODETIC SURVEY
 AA0887.in June 1991.
 AA0887
 AA0887.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0887.GEOID18 height accuracy estimate available here.
 AA0887
 AA0887.This Tidal Bench Mark is designated as VM 701
 AA0887.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0887
 AA0887.Click photographs - Photos may exist for this station.
 AA0887
 AA0887.The dynamic height is computed by dividing the NAVD 88
 AA0887.geopotential number by the normal gravity value computed on the
 AA0887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0887.degrees latitude (g = 980.6199 gals.).
 AA0887
 AA0887.The modeled gravity was interpolated from observed gravity values.
 AA0887
 AA0887;                    North         East    Units  Estimated Accuracy
 AA0887;SPC FL E     -    41,790.      189,740.      MT  (+/- 180 meters Scaled)
 AA0887
 AA0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH897329(NAD 83)
 AA0887
 AA0887                          SUPERSEDED SURVEY CONTROL
 AA0887
 AA0887.No superseded survey control is available for this station.
 AA0887
 AA0887_MARKER: DJ = TIDAL STATION DISK
 AA0887_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0887_SP_SET: SEAWALL
 AA0887_STAMPING: 3970 H 1982
 AA0887_MARK LOGO: NOS
 AA0887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0887+STABILITY: SURFACE MOTION
 AA0887
 AA0887  HISTORY     - Date     Condition        Report By
 AA0887  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0887  HISTORY     - 20181005 MARK NOT FOUND   FLDEP
 AA0887
 AA0887                          STATION DESCRIPTION
 AA0887
 AA0887'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0887'1.4 MI WSW FROM MARATHON.
 AA0887'BEGIN AT THE POST OFFICE IN MARATHON, GO 1.4 MILES SOUTHWEST ON U.S.
 AA0887'HIGHWAY 1 TO THE BUCCANEER LODGE AND THE VICINITY OF THE MARK.  THE
 AA0887'MARK IS LOCATED BEHIND THE PIRATE COVE VILLAS NORTHEAST OF THE LODGE
 AA0887'BUILDING, 25.2 FEET EAST OF THE SOUTH CORNER OF VILLA NO 60, AND 40.75
 AA0887'FEET NORTHWEST OF THE NORTHWEST CORNER OF VILLA NO 2, AND 1.1 FEET
 AA0887'NORTHWEST OF THE SOUTHEAST END OF THE SEAWALL.
 AA0887
 AA0887                          STATION RECOVERY (2018)
 AA0887
 AA0887'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0887'NOT RECOVERED.  THE AREA HAS BEEN COMPLETELY REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1705 ***********************************************************************
 AA1705  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1705  DESIGNATION -  872 3970 J TIDAL
 AA1705  PID         -  AA1705
 AA1705  STATE/COUNTY-  FL/MONROE
 AA1705  COUNTRY     -  US
 AA1705  USGS QUAD   -  MARATHON (2018)
 AA1705
 AA1705                         *CURRENT SURVEY CONTROL
 AA1705  ______________________________________________________________________
 AA1705* NAD 83(1986) POSITION- 24 42 40.     (N) 081 06 20.     (W)   SCALED
 AA1705* NAVD 88 ORTHO HEIGHT -     0.822 (meters)        2.70  (feet) ADJUSTED
 AA1705  ______________________________________________________________________
 AA1705  GEOID HEIGHT    -        -22.328 (meters)                     GEOID18
 AA1705  DYNAMIC HEIGHT  -          0.820 (meters)        2.69  (feet) COMP
 AA1705  MODELED GRAVITY -    978,967.1   (mgal)                       NAVD 88
 AA1705
 AA1705  VERT ORDER      -  FIRST     CLASS II
 AA1705
 AA1705.The horizontal coordinates were scaled from a map and have
 AA1705.an estimated accuracy of +/- 6 seconds.
 AA1705
 AA1705.The orthometric height was determined by differential leveling and
 AA1705.adjusted by the NATIONAL GEODETIC SURVEY
 AA1705.in May 1994.
 AA1705
 AA1705.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1705.GEOID18 height accuracy estimate available here.
 AA1705
 AA1705.This Tidal Bench Mark is designated as VM 705
 AA1705.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1705
 AA1705.Click photographs - Photos may exist for this station.
 AA1705
 AA1705.The dynamic height is computed by dividing the NAVD 88
 AA1705.geopotential number by the normal gravity value computed on the
 AA1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1705.degrees latitude (g = 980.6199 gals.).
 AA1705
 AA1705.The modeled gravity was interpolated from observed gravity values.
 AA1705
 AA1705;                    North         East    Units  Estimated Accuracy
 AA1705;SPC FL E     -    41,850.      189,320.      MT  (+/- 180 meters Scaled)
 AA1705
 AA1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH893329(NAD 83)
 AA1705
 AA1705                          SUPERSEDED SURVEY CONTROL
 AA1705
 AA1705  NGVD 29 (09/01/92)    1.248  (m)            4.09   (f) ADJUSTED    1 2
 AA1705
 AA1705.Superseded values are not recommended for survey control.
 AA1705
 AA1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1705.See file dsdata.pdf to determine how the superseded data were derived.
 AA1705
 AA1705_MARKER: DD = SURVEY DISK
 AA1705_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA1705_STAMPING: 3970 J
 AA1705_MARK LOGO: USCG
 AA1705_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1705+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2004
 AA1705
 AA1705  HISTORY     - Date     Condition        Report By
 AA1705  HISTORY     - 1990     MONUMENTED       FLDNR
 AA1705  HISTORY     - 20040207 GOOD             USPSQD
 AA1705
 AA1705                          STATION DESCRIPTION
 AA1705
 AA1705'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1705'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO WEST-SOUTHWEST
 AA1705'ON U.S. HIGHWAY 1 FOR 1.7 MI (2.7 KM) TO THE ENTRANCE TO FARO BLANCO
 AA1705'RESORT, FROM THE ENTRANCE GO 0.1 MI (0.2 KM) NORTH ON THE DRIVEWAY TO
 AA1705'ITS END AT THE WATERS EDGE, THE MARK IS WEST OF THE DRIVEWAY, NEAR
 AA1705'THE NORTHWEST CORNER OF THE FARO BLANCO RESORT PROPERTY AND THE
 AA1705'NORTHEAST CORNER OF THE U.S. COAST GUARD PROPERTY.  LOCATED 182.0 FT
 AA1705'(55.5 M) SOUTHWEST OF THE CENTERLINE OF THE SOUTH END OF THE PIER
 AA1705'LEADING TO THE FARO BLANCO LIGHTHOUSE, 8.3 FT (2.5 M) SOUTHEAST OF
 AA1705'THE NORTHWEST CORNER OF THE SEAWALL AT THE NORTHWEST CORNER OF THE
 AA1705'FARO BLANCO PROPERTY, 3.5 FT (1.1 M) EAST OF A 6.0 FT (1.8 M) HIGH
 AA1705'CHAINLINK FENCE BETWEEN THE PROPERTIES, 2.1 FT (0.6 M) NORTH OF A
 AA1705'PARKING LOT CURB AND 0.3 FT (0.1 M) ABOVE THE GROUND.  NOTE--THIS
 AA1705'MARK WAS DESIGNATED NO STAMPING 1 BY THE NATIONAL OCEAN SERVICE.
 AA1705
 AA1705                          STATION RECOVERY (2004)
 AA1705
 AA1705'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1705'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1708 ***********************************************************************
 AA1708  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1708  DESIGNATION -  872 3970 K TIDAL
 AA1708  PID         -  AA1708
 AA1708  STATE/COUNTY-  FL/MONROE
 AA1708  COUNTRY     -  US
 AA1708  USGS QUAD   -  MARATHON (2018)
 AA1708
 AA1708                         *CURRENT SURVEY CONTROL
 AA1708  ______________________________________________________________________
 AA1708* NAD 83(1986) POSITION- 24 42 33.91   (N) 081 06 21.67   (W)   HD_HELD1
 AA1708* NAVD 88 ORTHO HEIGHT -     0.809 (meters)        2.65  (feet) ADJUSTED
 AA1708  ______________________________________________________________________
 AA1708  GEOID HEIGHT    -        -22.328 (meters)                     GEOID18
 AA1708  DYNAMIC HEIGHT  -          0.808 (meters)        2.65  (feet) COMP
 AA1708  MODELED GRAVITY -    978,967.0   (mgal)                       NAVD 88
 AA1708
 AA1708  VERT ORDER      -  FIRST     CLASS II
 AA1708
 AA1708.The horizontal coordinates were determined by differentially corrected
 AA1708.hand held GPS observations or other comparable positioning techniques
 AA1708.and have an estimated accuracy of +/- 3 meters.
 AA1708
 AA1708.The orthometric height was determined by differential leveling and
 AA1708.adjusted by the NATIONAL GEODETIC SURVEY
 AA1708.in May 1994.
 AA1708
 AA1708.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1708.GEOID18 height accuracy estimate available here.
 AA1708
 AA1708.This Tidal Bench Mark is designated as VM 702
 AA1708.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1708
 AA1708.Click photographs - Photos may exist for this station.
 AA1708
 AA1708.The dynamic height is computed by dividing the NAVD 88
 AA1708.geopotential number by the normal gravity value computed on the
 AA1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1708.degrees latitude (g = 980.6199 gals.).
 AA1708
 AA1708.The modeled gravity was interpolated from observed gravity values.
 AA1708
 AA1708;                    North         East    Units  Estimated Accuracy
 AA1708;SPC FL E     -    41,659.2     189,272.9     MT  (+/- 3 meters HH1 GPS) 
 AA1708
 AA1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH8927632776(NAD 83)
 AA1708
 AA1708                          SUPERSEDED SURVEY CONTROL
 AA1708
 AA1708  NGVD 29 (09/01/92)    1.235  (m)            4.05   (f) ADJUSTED    1 2
 AA1708
 AA1708.Superseded values are not recommended for survey control.
 AA1708
 AA1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1708.See file dsdata.pdf to determine how the superseded data were derived.
 AA1708
 AA1708_MARKER: DB = BENCH MARK DISK
 AA1708_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA1708+WITH SETTING: PAVEMENT
 AA1708_SP_SET: FLAGPOLE BASE
 AA1708_STAMPING: 3970 K 1988
 AA1708_MARK LOGO: NOS
 AA1708_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1708+STABILITY: SURFACE MOTION
 AA1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1708+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2018
 AA1708
 AA1708  HISTORY     - Date     Condition        Report By
 AA1708  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1708  HISTORY     - 20040207 GOOD             USPSQD
 AA1708  HISTORY     - 20181005 GOOD             FLDEP
 AA1708
 AA1708                          STATION DESCRIPTION
 AA1708
 AA1708'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1708'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO WEST-SOUTHWEST
 AA1708'ON U.S. HIGHWAY 1 FOR 1.8 MI (2.9 KM) TO THE U.S. COAST GUARD
 AA1708'STATION.  LOCATED 32.7 FT (10.0 M) WEST OF THE CENTERLINE OF THE
 AA1708'COAST GUARD STATION ROAD, 69.5 FT (21.2 M) EAST-SOUTHEAST OF THE
 AA1708'NORTHEAST CORNER OF THE MAIN BUILDING AND 108.1 FT (32.9 M) SOUTHWEST
 AA1708'OF BENCH MARK 3970 L.
 AA1708
 AA1708                          STATION RECOVERY (2004)
 AA1708
 AA1708'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1708'RECOVERED IN GOOD CONDITION.
 AA1708
 AA1708                          STATION RECOVERY (2018)
 AA1708
 AA1708'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA1708'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1707 ***********************************************************************
 AA1707  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1707  DESIGNATION -  872 3970 L TIDAL
 AA1707  PID         -  AA1707
 AA1707  STATE/COUNTY-  FL/MONROE
 AA1707  COUNTRY     -  US
 AA1707  USGS QUAD   -  MARATHON (2018)
 AA1707
 AA1707                         *CURRENT SURVEY CONTROL
 AA1707  ______________________________________________________________________
 AA1707* NAD 83(2011) POSITION- 24 42 34.88391(N) 081 06 21.17232(W)   ADJUSTED
 AA1707* NAD 83(2011) ELLIP HT-   -21.241 (meters)        (10/28/19)   ADJUSTED
 AA1707* NAD 83(2011) EPOCH   -  2010.00
 AA1707* NAVD 88 ORTHO HEIGHT -     1.062 (meters)        3.48  (feet) ADJUSTED
 AA1707  ______________________________________________________________________
 AA1707  GEOID HEIGHT    -        -22.328 (meters)                     GEOID18
 AA1707  NAD 83(2011) X  -    896,347.299 (meters)                     COMP
 AA1707  NAD 83(2011) Y  - -5,727,800.642 (meters)                     COMP
 AA1707  NAD 83(2011) Z  -  2,649,886.365 (meters)                     COMP
 AA1707  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 AA1707  DYNAMIC HEIGHT  -          1.060 (meters)        3.48  (feet) COMP
 AA1707  MODELED GRAVITY -    978,967.0   (mgal)                       NAVD 88
 AA1707
 AA1707  VERT ORDER      -  FIRST     CLASS II
 AA1707
 AA1707  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA1707  Standards:
 AA1707         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA1707            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA1707  -------------------------------------------------------------------
 AA1707  NETWORK    0.60   1.23           0.25   0.24   0.63     -0.04417783
 AA1707  -------------------------------------------------------------------
 AA1707  Click here for local accuracies and other accuracy information.
 AA1707
 AA1707.The horizontal coordinates were established by GPS observations
 AA1707.and adjusted by the National Geodetic Survey in October 2019.
 AA1707
 AA1707.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA1707.been affixed to the stable North American tectonic plate. See 
 AA1707.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA1707
 AA1707.The horizontal coordinates are valid at the epoch date displayed above
 AA1707.which is a decimal equivalence of Year/Month/Day.
 AA1707
 AA1707.The orthometric height was determined by differential leveling and
 AA1707.adjusted by the NATIONAL GEODETIC SURVEY
 AA1707.in May 1994.
 AA1707
 AA1707.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1707.GEOID18 height accuracy estimate available here.
 AA1707
 AA1707.This Tidal Bench Mark is designated as VM 703
 AA1707.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1707
 AA1707.Click photographs - Photos may exist for this station.
 AA1707
 AA1707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1707
 AA1707.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA1707
 AA1707.The ellipsoidal height was determined by GPS observations
 AA1707.and is referenced to NAD 83.
 AA1707
 AA1707.The dynamic height is computed by dividing the NAVD 88
 AA1707.geopotential number by the normal gravity value computed on the
 AA1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1707.degrees latitude (g = 980.6199 gals.).
 AA1707
 AA1707.The modeled gravity was interpolated from observed gravity values.
 AA1707
 AA1707. The following values were computed from the NAD 83(2011) position.
 AA1707
 AA1707;                    North         East     Units Scale Factor Converg.
 AA1707;SPC FL E     -    41,689.136   189,286.931   MT  0.99994259   -0 02 39.3
 AA1707;SPC FL E     -   136,775.11    621,018.87   sFT  0.99994259   -0 02 39.3
 AA1707;UTM  17      - 2,732,806.893   489,290.586   MT  0.99960142   -0 02 39.3
 AA1707
 AA1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1707!SPC FL E     -   1.00000334  x   0.99994259  =   0.99994593
 AA1707!UTM  17      -   1.00000334  x   0.99960142  =   0.99960476
 AA1707
 AA1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH8929032806(NAD 83)
 AA1707
 AA1707                          SUPERSEDED SURVEY CONTROL
 AA1707
 AA1707  NAVD 88 (10/28/19)    1.1    (m)  GEOID12B model used  GPS OBS        
 AA1707  NGVD 29 (09/01/92)    1.488  (m)            4.88   (f) ADJUSTED    1 2
 AA1707
 AA1707.Superseded values are not recommended for survey control.
 AA1707
 AA1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1707.See file dsdata.pdf to determine how the superseded data were derived.
 AA1707
 AA1707_MARKER: DB = BENCH MARK DISK
 AA1707_SETTING: 66 = SET IN ROCK OUTCROP
 AA1707_STAMPING: 3970 L 1988
 AA1707_MARK LOGO: NOS
 AA1707_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1707_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1707+STABILITY: POSITION/ELEVATION WELL
 AA1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1707+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2019
 AA1707
 AA1707  HISTORY     - Date     Condition        Report By
 AA1707  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1707  HISTORY     - 20040207 GOOD             USPSQD
 AA1707  HISTORY     - 20140101 GOOD             FLDNR
 AA1707  HISTORY     - 20181005 POOR             FLDEP
 AA1707  HISTORY     - 20190419 GOOD             NOS
 AA1707
 AA1707                          STATION DESCRIPTION
 AA1707
 AA1707'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1707'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO WEST-SOUTHWEST
 AA1707'ON U.S. HIGHWAY 1 FOR 1.8 MI (2.9 KM) TO THE U.S. COAST GUARD
 AA1707'STATION.  LOCATED 38.8 FT (11.8 M) SOUTH-SOUTHWEST OF THE NORTHWEST
 AA1707'CORNER OF THE TENNIS COURT, 60.4 FT (18.4 M) NORTH-NORTHWEST OF THE
 AA1707'SOUTHWEST CORNER OF THE TENNIS COURT, 14.5 FT (4.4 M) EAST OF
 AA1707'CENTERLINE OF THE COAST GUARD STATION ROAD AND 108.1 FT (32.9 M)
 AA1707'NORTHEAST OF BENCH MARK 3970 K.
 AA1707
 AA1707                          STATION RECOVERY (2004)
 AA1707
 AA1707'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1707'RECOVERED IN GOOD CONDITION.
 AA1707
 AA1707                          STATION RECOVERY (2014)
 AA1707
 AA1707'RECOVERY NOTE BY FL DEPT OF NAT RES 2014 (DBP)
 AA1707'RECOVERED AS DESCRIBED.
 AA1707
 AA1707                          STATION RECOVERY (2018)
 AA1707
 AA1707'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA1707'RECOVERED IN GOOD CONDITION.
 AA1707'
 AA1707'NOTE- THE FOLLOWING ADDITION.  THE MARK WAS FOUND WITH DESIGNATION AND
 AA1707'DATE STAMPING PARTIALLY SCRATCHED OFF.
 AA1707
 AA1707                          STATION RECOVERY (2019)
 AA1707
 AA1707'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2019
 AA1707'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1706 ***********************************************************************
 AA1706  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1706  DESIGNATION -  872 3970 M TIDAL
 AA1706  PID         -  AA1706
 AA1706  STATE/COUNTY-  FL/MONROE
 AA1706  COUNTRY     -  US
 AA1706  USGS QUAD   -  MARATHON (2018)
 AA1706
 AA1706                         *CURRENT SURVEY CONTROL
 AA1706  ______________________________________________________________________
 AA1706* NAD 83(1986) POSITION- 24 42 35.15   (N) 081 06 20.47   (W)   HD_HELD1
 AA1706* NAVD 88 ORTHO HEIGHT -     1.075 (meters)        3.53  (feet) ADJUSTED
 AA1706  ______________________________________________________________________
 AA1706  GEOID HEIGHT    -        -22.329 (meters)                     GEOID18
 AA1706  DYNAMIC HEIGHT  -          1.073 (meters)        3.52  (feet) COMP
 AA1706  MODELED GRAVITY -    978,967.0   (mgal)                       NAVD 88
 AA1706
 AA1706  VERT ORDER      -  FIRST     CLASS II
 AA1706
 AA1706.The horizontal coordinates were determined by differentially corrected
 AA1706.hand held GPS observations or other comparable positioning techniques
 AA1706.and have an estimated accuracy of +/- 3 meters.
 AA1706
 AA1706.The orthometric height was determined by differential leveling and
 AA1706.adjusted by the NATIONAL GEODETIC SURVEY
 AA1706.in April 2020.
 AA1706
 AA1706.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1706.GEOID18 height accuracy estimate available here.
 AA1706
 AA1706.This Tidal Bench Mark is designated as VM 704
 AA1706.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1706
 AA1706.Click photographs - Photos may exist for this station.
 AA1706
 AA1706.The dynamic height is computed by dividing the NAVD 88
 AA1706.geopotential number by the normal gravity value computed on the
 AA1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1706.degrees latitude (g = 980.6199 gals.).
 AA1706
 AA1706.The modeled gravity was interpolated from observed gravity values.
 AA1706
 AA1706;                    North         East    Units  Estimated Accuracy
 AA1706;SPC FL E     -    41,697.3     189,306.7     MT  (+/- 3 meters HH1 GPS) 
 AA1706
 AA1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH8931032815(NAD 83)
 AA1706
 AA1706                          SUPERSEDED SURVEY CONTROL
 AA1706
 AA1706  NAVD 88 (05/20/94)    1.075  (m)            3.53   (f) SUPERSEDED  1 2
 AA1706  NGVD 29 (09/01/92)    1.501  (m)            4.92   (f) ADJUSTED    1 2
 AA1706
 AA1706.Superseded values are not recommended for survey control.
 AA1706
 AA1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1706.See file dsdata.pdf to determine how the superseded data were derived.
 AA1706
 AA1706_MARKER: DJ = TIDAL STATION DISK
 AA1706_SETTING: 66 = SET IN ROCK OUTCROP
 AA1706_STAMPING: 3970 M 1988
 AA1706_MARK LOGO: NOS
 AA1706_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1706_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1706+STABILITY: POSITION/ELEVATION WELL
 AA1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1706+SATELLITE: SATELLITE OBSERVATIONS - October 05, 2018
 AA1706
 AA1706  HISTORY     - Date     Condition        Report By
 AA1706  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1706  HISTORY     - 20040207 GOOD             USPSQD
 AA1706  HISTORY     - 20181005 GOOD             FLDEP
 AA1706
 AA1706                          STATION DESCRIPTION
 AA1706
 AA1706'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1706'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO WEST-SOUTHWEST
 AA1706'ON U.S. HIGHWAY 1 FOR 1.8 MI (2.9 KM) TO THE U.S. COAST GUARD
 AA1706'STATION.  LOCATED 18.3 FT (5.6 M) SOUTH-SOUTHEAST OF THE NORTHEAST
 AA1706'CORNER OF THE TENNIS COURT, 79.7 FT (24.3 M) NORTH OF THE SOUTHEAST
 AA1706'CORNER OF THE TENNIS COURT, 11.2 FT (3.4 M) WEST OF A CHAIN LINK
 AA1706'FENCE ALONG THE EAST PROPERTY LINE, 63.5 FT (19.4 M) SOUTH OF THE
 AA1706'SOUTHEAST CORNER OF THE MOST SOUTHERLY HOUSE AND 77.0 FT (23.5 M)
 AA1706'EAST-NORTHEAST OF BENCH MARK 3970 M.
 AA1706
 AA1706                          STATION RECOVERY (2004)
 AA1706
 AA1706'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1706'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON,
 AA1706'GO WEST-SLUTHWEST ON U.S. HWY 1 FOR 1.8 MI (2.9 KM)
 AA1706'TO THE U.S. COAST GUARD STATION. LOCATED 18.3 FT (5.6 M)
 AA1706'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 AA1706'BASKETBALL COURT, 79.7 FT (24.3 M) NORTH OF THE SOUTHEAST
 AA1706'CORNER OF THE BASKETBALL COURT, 11.2 FT (3.4 M) WEST
 AA1706'OF A CHAIN LINK FENCE ALONG THE EAST PROPERTY LINE
 AA1706'AND 77.0 FT (23.5 M) EAST-NORTHEAST OF BENCH MARK 3970 L.
 AA1706
 AA1706                          STATION RECOVERY (2018)
 AA1706
 AA1706'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA1706'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3412 ***********************************************************************
 DR3412  DESIGNATION -  872 3970 N
 DR3412  PID         -  DR3412
 DR3412  STATE/COUNTY-  FL/MONROE
 DR3412  COUNTRY     -  US
 DR3412  USGS QUAD   -  MARATHON (2018)
 DR3412
 DR3412                         *CURRENT SURVEY CONTROL
 DR3412  ______________________________________________________________________
 DR3412* NAD 83(1986) POSITION- 24 42 38.39   (N) 081 06 23.14   (W)   HD_HELD1
 DR3412* NAVD 88 ORTHO HEIGHT -     0.518 (meters)        1.70  (feet) ADJUSTED
 DR3412  ______________________________________________________________________
 DR3412  GEOID HEIGHT    -        -22.327 (meters)                     GEOID18
 DR3412  DYNAMIC HEIGHT  -          0.517 (meters)        1.70  (feet) COMP
 DR3412  MODELED GRAVITY -    978,967.0   (mgal)                       NAVD 88
 DR3412
 DR3412  VERT ORDER      -  FIRST     CLASS II
 DR3412
 DR3412.The horizontal coordinates were determined by differentially corrected
 DR3412.hand held GPS observations or other comparable positioning techniques
 DR3412.and have an estimated accuracy of +/- 3 meters.
 DR3412
 DR3412.The orthometric height was determined by differential leveling and
 DR3412.adjusted by the NATIONAL GEODETIC SURVEY
 DR3412.in April 2020.
 DR3412
 DR3412.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3412.GEOID18 height accuracy estimate available here.
 DR3412
 DR3412.Click photographs - Photos may exist for this station.
 DR3412
 DR3412.The dynamic height is computed by dividing the NAVD 88
 DR3412.geopotential number by the normal gravity value computed on the
 DR3412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3412.degrees latitude (g = 980.6199 gals.).
 DR3412
 DR3412.The modeled gravity was interpolated from observed gravity values.
 DR3412
 DR3412;                    North         East    Units  Estimated Accuracy
 DR3412;SPC FL E     -    41,797.1     189,231.7     MT  (+/- 3 meters HH1 GPS) 
 DR3412
 DR3412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH8923532914(NAD 83)
 DR3412
 DR3412                          SUPERSEDED SURVEY CONTROL
 DR3412
 DR3412.No superseded survey control is available for this station.
 DR3412
 DR3412_MARKER: DB = BENCH MARK DISK
 DR3412_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR3412_SP_SET: SEAWALL
 DR3412_STAMPING: 3970 N 1999
 DR3412_MARK LOGO: NOS
 DR3412_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3412+STABILITY: SURFACE MOTION
 DR3412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3412+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2018
 DR3412
 DR3412  HISTORY     - Date     Condition        Report By
 DR3412  HISTORY     - 1999     MONUMENTED       NOS
 DR3412  HISTORY     - 20181008 GOOD             FLDEP
 DR3412
 DR3412                          STATION DESCRIPTION
 DR3412
 DR3412'DESCRIBED BY FL DEPT OF ENV PRO 2018 (DLP)
 DR3412'THE MARK IS ABOUT 31.7 MI (51.1 KM) SOUTH-SOUTHWEST OF FLAMINGO, 15.5
 DR3412'MI (25.0 KM) EAST OF BIG PINE, 1.0 MI (1.6 KM) WEST OF MARATHON, IN
 DR3412'SECTION 9, TOWNSHIP 66 SOUTH, RANGE 32 EAST.
 DR3412'
 DR3412'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO WEST ON U.S.
 DR3412'HIGHWAY 1 (OVERSEAS HIGHWAY) FOR 1.7 MI (2.7 KM) TO THE U.S. COAST
 DR3412'GUARD STATION ON THE RIGHT, TURN RIGHT ON THE ENTRANCE ROAD AND GO
 DR3412'NORTH ABOUT 58.0 FT (17.7 M) TO A CALL BOX TO GAIN ENTRANCE TO THE
 DR3412'BASE, PASSING THROUGH THE GATE, GO NORTH FOR ABOUT 246.0 FT (75.0 M)
 DR3412'TO THE VISITORS PARKING LOT, NOW BY FOOT GO WEST ABOUT 126.0 FT (38.4
 DR3412'M) TO THE WEST SIDE OF THE SEAWALL, THEN GO NORTH FOR ABOUT 396.0 FT
 DR3412'(120.7 M) TO THE MARK, SET FLUSH IN THE SEAWALL.
 DR3412'
 DR3412'LOCATED 252.8 FT (77.1 M) NORTH OF BENCH MARK 3970 Q 2014, 104.9 FT
 DR3412'(32.0 M) NORTHEAST OF THE SOUTHWEST CORNER OF USCG RENTAL UNITS 3 AND
 DR3412'4, 57.2 FT (17.4 M) SOUTHEAST OF THE SOUTHEAST FACE OF THE WASTE
 DR3412'TREATMENT TANK, 1.1 FT (0.3 M) WEST OF THE EAST EDGE OF THE SEAWALL
 DR3412'AND 0.9 FT (27 CM) EAST OF THE WEST EDGE OF THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3410 ***********************************************************************
 DR3410  DESIGNATION -  872 3970 P
 DR3410  PID         -  DR3410
 DR3410  STATE/COUNTY-  FL/MONROE
 DR3410  COUNTRY     -  US
 DR3410  USGS QUAD   -  MARATHON (2018)
 DR3410
 DR3410                         *CURRENT SURVEY CONTROL
 DR3410  ______________________________________________________________________
 DR3410* NAD 83(1986) POSITION- 24 42 37.33   (N) 081 06 22.47   (W)   HD_HELD1
 DR3410* NAVD 88 ORTHO HEIGHT -     0.499 (meters)        1.64  (feet) ADJUSTED
 DR3410  ______________________________________________________________________
 DR3410  GEOID HEIGHT    -        -22.327 (meters)                     GEOID18
 DR3410  DYNAMIC HEIGHT  -          0.498 (meters)        1.63  (feet) COMP
 DR3410  MODELED GRAVITY -    978,967.0   (mgal)                       NAVD 88
 DR3410
 DR3410  VERT ORDER      -  FIRST     CLASS II
 DR3410
 DR3410.The horizontal coordinates were determined by differentially corrected
 DR3410.hand held GPS observations or other comparable positioning techniques
 DR3410.and have an estimated accuracy of +/- 3 meters.
 DR3410
 DR3410.The orthometric height was determined by differential leveling and
 DR3410.adjusted by the NATIONAL GEODETIC SURVEY
 DR3410.in April 2020.
 DR3410
 DR3410.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3410.GEOID18 height accuracy estimate available here.
 DR3410
 DR3410.Click photographs - Photos may exist for this station.
 DR3410
 DR3410.The dynamic height is computed by dividing the NAVD 88
 DR3410.geopotential number by the normal gravity value computed on the
 DR3410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3410.degrees latitude (g = 980.6199 gals.).
 DR3410
 DR3410.The modeled gravity was interpolated from observed gravity values.
 DR3410
 DR3410;                    North         East    Units  Estimated Accuracy
 DR3410;SPC FL E     -    41,764.4     189,250.5     MT  (+/- 3 meters HH1 GPS) 
 DR3410
 DR3410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH8925432882(NAD 83)
 DR3410
 DR3410                          SUPERSEDED SURVEY CONTROL
 DR3410
 DR3410.No superseded survey control is available for this station.
 DR3410
 DR3410_MARKER: DB = BENCH MARK DISK
 DR3410_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR3410_SP_SET: SEAWALL
 DR3410_STAMPING: 3970 P 2010
 DR3410_MARK LOGO: NOS
 DR3410_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3410+STABILITY: SURFACE MOTION
 DR3410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3410+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2018
 DR3410
 DR3410  HISTORY     - Date     Condition        Report By
 DR3410  HISTORY     - 2010     MONUMENTED       NOS
 DR3410  HISTORY     - 20181008 GOOD             FLDEP
 DR3410
 DR3410                          STATION DESCRIPTION
 DR3410
 DR3410'DESCRIBED BY FL DEPT OF ENV PRO 2018 (DLP)
 DR3410'THE MARK IS ABOUT 31.8 MI (51.1 KM) SOUTH-SOUTHWEST OF FLAMINGO, 15.5
 DR3410'MI (25.0 KM) EAST OF BIG PINE, 1.0 MI (1.6 KM) WEST-SOUTHWEST OF
 DR3410'MARATHON, IN SECTION 9, TOWNSHIP 66 SOUTH, RANGE 32 EAST.
 DR3410'
 DR3410'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO WEST ON U.S.
 DR3410'HIGHWAY 1 (OVERSEAS HIGHWAY) FOR 1.7 MI (2.7 KM) TO THE U.S. COAST
 DR3410'GUARD STATION ON THE RIGHT, TURN RIGHT ON THE ENTRANCE ROAD AND GO
 DR3410'NORTH ABOUT 58.0 FT (17.7 M) TO A CALL BOX TO GAIN ENTRANCE TO THE
 DR3410'BASE, PASSING THROUGH THE GATE, GO NORTH FOR ABOUT 246.0 FT (75.0 M)
 DR3410'TO THE VISITORS PARKING LOT, THEN BY FOOT GO NORTHWESTERLY ABOUT 266.0
 DR3410'FT (81.1 M) TO THE EAST SIDE OF THE SEAWALL AND THE MARK, SET FLUSH IN
 DR3410'THE SEAWALL.
 DR3410'
 DR3410'LOCATED 99.1 FT (30.2 M) NORTHWEST OF THE NORTHWEST CORNER OF THE U.S.
 DR3410'COAST GUARD MAINTENANCE BUILDING, 63.7 FT (19.4 M) EAST OF THE WEST
 DR3410'SEAWALL, 14.1 FT (4.3 M) WEST OF THE NORTHWEST CORNER OF A RESIDENTIAL
 DR3410'HOUSE ON U.S. COAST GUARD PROPERTY, 10.0 FT (3.0 M) NORTHEAST OF A
 DR3410'LIGHT POLE AND 0.9 FT (27 CM) EAST OF THE WEST EDGE OF SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3411 ***********************************************************************
 DR3411  DESIGNATION -  872 3970 Q
 DR3411  PID         -  DR3411
 DR3411  STATE/COUNTY-  FL/MONROE
 DR3411  COUNTRY     -  US
 DR3411  USGS QUAD   -  MARATHON (2018)
 DR3411
 DR3411                         *CURRENT SURVEY CONTROL
 DR3411  ______________________________________________________________________
 DR3411* NAD 83(1986) POSITION- 24 42 35.96   (N) 081 06 23.25   (W)   HD_HELD1
 DR3411* NAVD 88 ORTHO HEIGHT -     0.509 (meters)        1.67  (feet) ADJUSTED
 DR3411  ______________________________________________________________________
 DR3411  GEOID HEIGHT    -        -22.327 (meters)                     GEOID18
 DR3411  DYNAMIC HEIGHT  -          0.508 (meters)        1.67  (feet) COMP
 DR3411  MODELED GRAVITY -    978,967.0   (mgal)                       NAVD 88
 DR3411
 DR3411  VERT ORDER      -  FIRST     CLASS II
 DR3411
 DR3411.The horizontal coordinates were determined by differentially corrected
 DR3411.hand held GPS observations or other comparable positioning techniques
 DR3411.and have an estimated accuracy of +/- 3 meters.
 DR3411
 DR3411.The orthometric height was determined by differential leveling and
 DR3411.adjusted by the NATIONAL GEODETIC SURVEY
 DR3411.in April 2020.
 DR3411
 DR3411.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3411.GEOID18 height accuracy estimate available here.
 DR3411
 DR3411.Click photographs - Photos may exist for this station.
 DR3411
 DR3411.The dynamic height is computed by dividing the NAVD 88
 DR3411.geopotential number by the normal gravity value computed on the
 DR3411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3411.degrees latitude (g = 980.6199 gals.).
 DR3411
 DR3411.The modeled gravity was interpolated from observed gravity values.
 DR3411
 DR3411;                    North         East    Units  Estimated Accuracy
 DR3411;SPC FL E     -    41,722.3     189,228.6     MT  (+/- 3 meters HH1 GPS) 
 DR3411
 DR3411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH8923232840(NAD 83)
 DR3411
 DR3411                          SUPERSEDED SURVEY CONTROL
 DR3411
 DR3411.No superseded survey control is available for this station.
 DR3411
 DR3411_MARKER: DB = BENCH MARK DISK
 DR3411_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DR3411_SP_SET: SEAWALL
 DR3411_STAMPING: 3970 Q 2014
 DR3411_MARK LOGO: NOS
 DR3411_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3411+STABILITY: SURFACE MOTION
 DR3411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3411+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2018
 DR3411
 DR3411  HISTORY     - Date     Condition        Report By
 DR3411  HISTORY     - 2014     MONUMENTED       NOS
 DR3411  HISTORY     - 20181008 GOOD             FLDEP
 DR3411
 DR3411                          STATION DESCRIPTION
 DR3411
 DR3411'DESCRIBED BY FL DEPT OF ENV PRO 2018 (DLP)
 DR3411'THE MARK IS ABOUT 31.8 MI (51.2 KM) SOUTH-SOUTHWEST OF FLAMINGO, 15.5
 DR3411'MI (25.0 KM) EAST OF BIG PINE, 1.0 MI (1.6 KM) WEST-SOUTHWEST OF
 DR3411'MARATHON, IN SECTION 9, TOWNSHIP 66 SOUTH, RANGE 32 EAST.
 DR3411'
 DR3411'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO WEST ON U.S.
 DR3411'HIGHWAY 1 (OVERSEAS HIGHWAY) FOR 1.7 MI (2.7 KM) TO THE U.S. COAST
 DR3411'GUARD STATION ON THE RIGHT, TURN RIGHT ON THE ENTRANCE ROAD AND GO
 DR3411'NORTH ABOUT 58.0 FT (17.7 M) TO A CALL BOX TO GAIN ENTRANCE TO THE
 DR3411'BASE, PASSING THROUGH THE GATE, GO NORTH FOR ABOUT 246.0 FT (75.0 M)
 DR3411'TO THE VISITORS PARKING LOT, NOW BY FOOT GO WEST FOR ABOUT 126.0 FT
 DR3411'(38.4 M) TO THE WEST SIDE OF THE SEAWALL, THEN GO NORTH FOR ABOUT
 DR3411'140.0 FT (42.7 M) TO THE MARK, SET FLUSH IN THE SEAWALL.
 DR3411'
 DR3411'LOCATED 252.8 FT (77.1 M) SOUTH OF BENCH MARK 3970 N 1999, 118.7 FT
 DR3411'(36.2 M) NORTH OF THE SOUTH END OF THE SEAWALL, 22.0 FT (6.7 M) EAST
 DR3411'OF THE APPROXIMATE CENTERLINE OF A PAVED ROAD, 13.5 FT (4.1 M)
 DR3411'EAST-NORTHEAST OF A 4.0 FT (1.2 M) TALL CONCRETE BOAT MOORING AND 1.7
 DR3411'FT (0.5 M) WEST OF THE EAST EDGE OF THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3424 ***********************************************************************
 DR3424  DESIGNATION -  872 3970 R
 DR3424  PID         -  DR3424
 DR3424  STATE/COUNTY-  FL/MONROE
 DR3424  COUNTRY     -  US
 DR3424  USGS QUAD   -  MARATHON (2018)
 DR3424
 DR3424                         *CURRENT SURVEY CONTROL
 DR3424  ______________________________________________________________________
 DR3424* NAD 83(1986) POSITION- 24 42 32.17   (N) 081 06 20.38   (W)   HD_HELD1
 DR3424* NAVD 88 ORTHO HEIGHT -     0.630 (meters)        2.07  (feet) ADJUSTED
 DR3424  ______________________________________________________________________
 DR3424  GEOID HEIGHT    -        -22.329 (meters)                     GEOID18
 DR3424  DYNAMIC HEIGHT  -          0.629 (meters)        2.06  (feet) COMP
 DR3424  MODELED GRAVITY -    978,966.9   (mgal)                       NAVD 88
 DR3424
 DR3424  VERT ORDER      -  FIRST     CLASS II
 DR3424
 DR3424.The horizontal coordinates were determined by differentially corrected
 DR3424.hand held GPS observations or other comparable positioning techniques
 DR3424.and have an estimated accuracy of +/- 3 meters.
 DR3424
 DR3424.The orthometric height was determined by differential leveling and
 DR3424.adjusted by the NATIONAL GEODETIC SURVEY
 DR3424.in April 2020.
 DR3424
 DR3424.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3424.GEOID18 height accuracy estimate available here.
 DR3424
 DR3424.Click photographs - Photos may exist for this station.
 DR3424
 DR3424.The dynamic height is computed by dividing the NAVD 88
 DR3424.geopotential number by the normal gravity value computed on the
 DR3424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3424.degrees latitude (g = 980.6199 gals.).
 DR3424
 DR3424.The modeled gravity was interpolated from observed gravity values.
 DR3424
 DR3424;                    North         East    Units  Estimated Accuracy
 DR3424;SPC FL E     -    41,605.6     189,309.1     MT  (+/- 3 meters HH1 GPS) 
 DR3424
 DR3424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH8931232723(NAD 83)
 DR3424
 DR3424                          SUPERSEDED SURVEY CONTROL
 DR3424
 DR3424.No superseded survey control is available for this station.
 DR3424
 DR3424_MARKER: F = FLANGE-ENCASED ROD
 DR3424_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR3424_STAMPING: 3970 R 2015
 DR3424_MARK LOGO: NOS
 DR3424_PROJECTION: FLUSH
 DR3424_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR3424_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3424+SATELLITE: SATELLITE OBSERVATIONS - February 08, 2019
 DR3424
 DR3424  HISTORY     - Date     Condition        Report By
 DR3424  HISTORY     - 2015     MONUMENTED       NOS
 DR3424  HISTORY     - 20190208 GOOD             FLDEP
 DR3424
 DR3424                          STATION DESCRIPTION
 DR3424
 DR3424'DESCRIBED BY FL DEPT OF ENV PRO 2019 (DLP)
 DR3424'THE MARK IS ABOUT 31.8 MI (51.2 KM) SOUTH-SOUTHWEST OF FLAMINGO, 15.5
 DR3424'MI (24.9 KM) EAST OF BIG PINE, 1.0 MI (1.6 KM) WEST-SOUTHWEST OF
 DR3424'MARATHON, IN SECTION 9, TOWNSHIP 66 SOUTH, RANGE 32 EAST.
 DR3424'
 DR3424'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO WEST ON U.S.
 DR3424'HIGHWAY 1 FOR 1.7 MI (2.7 KM) TO THE ENTRANCE OF THE UNITED STATES
 DR3424'COAST GUARD BASE ON THE RIGHT.  TURN RIGHT GETTING PERMISSION FROM THE
 DR3424'COAST GUARD TO ENTER A CLOSED GATE AND THE MARK ON THE RIGHT, A
 DR3424'STAINLESS STEEL ROD DRIVEN TO AN UNKNOWN DEPTH WITH A GREASE SLEEVE,
 DR3424'THE NOS LOGO CAP IS FLUSH WITH THE GROUND AND LEVEL WITH U.S. HIGHWAY
 DR3424'1 (OVERSEAS HIGHWAY), THE DATUM POINT IS RECESSED 0.3 FT (9 CM) BELOW
 DR3424'THE LEVEL OF THE NOS LOGO CAP.
 DR3424'
 DR3424'LOCATED 85.3 FT (26.0 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DR3424'DRIVEWAY OF THE USCG BASE, 68.1 FT (20.8 M) EAST-SOUTHEAST OF AN
 DR3424'UNNUMBERED UTILITY POLE, 62.9 FT (19.2 M) SOUTHEAST OF THE SOUTHEAST
 DR3424'CORNER OF A 4.0 FT (1.2 M) SQUARE CONCRETE SLAB, 20.0 FT (6.1 M) NORTH
 DR3424'OF THE EAST-WEST CYCLONE FENCE AND 14.3 FT (4.4 M) WEST OF THE
 DR3424'NORTH-SOUTH CYCLONE FENCE.
 DR3424'
 DR3424'NOTE-IT IS NOT KNOWN IF THE MONUMENT CONTAINS A MAGNETIC MARKER.
 DR3424'
 DR3424'NOTE-ROD DEPTH UNKNOWN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3372 ***********************************************************************
 DR3372  DESIGNATION -  872 3970 S
 DR3372  PID         -  DR3372
 DR3372  STATE/COUNTY-  FL/MONROE
 DR3372  COUNTRY     -  US
 DR3372  USGS QUAD   -  MARATHON (2018)
 DR3372
 DR3372                         *CURRENT SURVEY CONTROL
 DR3372  ______________________________________________________________________
 DR3372* NAD 83(1986) POSITION- 24 42 39.22   (N) 081 06 20.90   (W)   HD_HELD1
 DR3372* NAVD 88 ORTHO HEIGHT -     0.781 (meters)        2.56  (feet) ADJUSTED
 DR3372  ______________________________________________________________________
 DR3372  GEOID HEIGHT    -        -22.328 (meters)                     GEOID18
 DR3372  DYNAMIC HEIGHT  -          0.780 (meters)        2.56  (feet) COMP
 DR3372  MODELED GRAVITY -    978,967.0   (mgal)                       NAVD 88
 DR3372
 DR3372  VERT ORDER      -  FIRST     CLASS II
 DR3372
 DR3372.The horizontal coordinates were determined by differentially corrected
 DR3372.hand held GPS observations or other comparable positioning techniques
 DR3372.and have an estimated accuracy of +/- 3 meters.
 DR3372
 DR3372.The orthometric height was determined by differential leveling and
 DR3372.adjusted by the NATIONAL GEODETIC SURVEY
 DR3372.in April 2020.
 DR3372
 DR3372.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3372.GEOID18 height accuracy estimate available here.
 DR3372
 DR3372.Click photographs - Photos may exist for this station.
 DR3372
 DR3372.The dynamic height is computed by dividing the NAVD 88
 DR3372.geopotential number by the normal gravity value computed on the
 DR3372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3372.degrees latitude (g = 980.6199 gals.).
 DR3372
 DR3372.The modeled gravity was interpolated from observed gravity values.
 DR3372
 DR3372;                    North         East    Units  Estimated Accuracy
 DR3372;SPC FL E     -    41,822.5     189,294.7     MT  (+/- 3 meters HH1 GPS) 
 DR3372
 DR3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH8929832940(NAD 83)
 DR3372
 DR3372                          SUPERSEDED SURVEY CONTROL
 DR3372
 DR3372.No superseded survey control is available for this station.
 DR3372
 DR3372_MARKER: F = FLANGE-ENCASED ROD
 DR3372_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DR3372_STAMPING: 3970 S 2015
 DR3372_MARK LOGO: NOS
 DR3372_PROJECTION: PROJECTING 8 CENTIMETERS
 DR3372_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR3372_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR3372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3372+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2018
 DR3372
 DR3372  HISTORY     - Date     Condition        Report By
 DR3372  HISTORY     - 2015     MONUMENTED       NOS
 DR3372  HISTORY     - 20181004 GOOD             FLDEP
 DR3372
 DR3372                          STATION DESCRIPTION
 DR3372
 DR3372'DESCRIBED BY FL DEPT OF ENV PRO 2018 (MAH)
 DR3372'THE MARK IS ABOUT 31.8 MI (51.2 KM) SOUTH-SOUTHWEST OF FLAMINGO, 15.5
 DR3372'MI (24.9 KM) EAST OF BIG PINE AND 1.0 MI (1.6 KM) WEST-SOUTHWEST OF
 DR3372'MARATHON.
 DR3372'
 DR3372'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO WEST ON U.S.
 DR3372'HIGHWAY 1 FOR 1.7 MI (2.7 KM) TO THE ENTRANCE OF THE UNITED STATES
 DR3372'COAST GUARD BASE ON THE RIGHT.  TURN RIGHT GETTING PERMISSION FROM THE
 DR3372'COAST GUARD TO ENTER A CLOSED GATE AND THE MARK ON THE RIGHT, A
 DR3372'STAINLESS STEEL ROD DRIVEN TO AN UNKNOWN DEPTH WITH A GREASE SLEEVE,
 DR3372'THE NOS LOGO IS PROJECTING 0.3 FT (9 CM) ABOVE THE GROUND AND THE
 DR3372'DRIVEWAY, THE DATUM POINT IS RECESSED 0.5 FT (15 CM) BELOW THE LEVEL
 DR3372'OF THE NOS LOGO CAP.
 DR3372'
 DR3372'LOCATED 56.7 FT (17.3 M) WEST OF THE NORTH-SOUTH CYCLONE FENCE, 53.9
 DR3372'FT (16.4 M) EAST-NORTHEAST OF A 6-INCH (15 CM) DIAMETER LONE STANDING
 DR3372'PINE TREE, 45.0 FT (13.7 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DR3372'USCG DRIVEWAY CENTERLINE, 24.2 FT (7.4 M) WEST-NORTHWEST OF THE
 DR3372'NORTHWEST CORNER OF A CONCRETE PAD AND 22.4 FT (6.8 M) SOUTH OF THE
 DR3372'SEAWALL.
 DR3372'
 DR3372'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) (NGS)
 DR3372'LOGO CAP.
 DR3372'
 DR3372'NOTE-IT IS NOT KNOWN IF THE MONUMENT CONTAINS A MAGNETIC MARKER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3423 ***********************************************************************
 DR3423  DESIGNATION -  872 3970 T
 DR3423  PID         -  DR3423
 DR3423  STATE/COUNTY-  FL/MONROE
 DR3423  COUNTRY     -  US
 DR3423  USGS QUAD   -  MARATHON (2018)
 DR3423
 DR3423                         *CURRENT SURVEY CONTROL
 DR3423  ______________________________________________________________________
 DR3423* NAD 83(1986) POSITION- 24 42 32.32   (N) 081 06 16.62   (W)   HD_HELD1
 DR3423* NAVD 88 ORTHO HEIGHT -     1.500 (meters)        4.92  (feet) ADJUSTED
 DR3423  ______________________________________________________________________
 DR3423  GEOID HEIGHT    -        -22.331 (meters)                     GEOID18
 DR3423  DYNAMIC HEIGHT  -          1.498 (meters)        4.91  (feet) COMP
 DR3423  MODELED GRAVITY -    978,966.9   (mgal)                       NAVD 88
 DR3423
 DR3423  VERT ORDER      -  FIRST     CLASS II
 DR3423
 DR3423.The horizontal coordinates were determined by differentially corrected
 DR3423.hand held GPS observations or other comparable positioning techniques
 DR3423.and have an estimated accuracy of +/- 3 meters.
 DR3423
 DR3423.The orthometric height was determined by differential leveling and
 DR3423.adjusted by the NATIONAL GEODETIC SURVEY
 DR3423.in April 2020.
 DR3423
 DR3423.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3423.GEOID18 height accuracy estimate available here.
 DR3423
 DR3423.Click photographs - Photos may exist for this station.
 DR3423
 DR3423.The dynamic height is computed by dividing the NAVD 88
 DR3423.geopotential number by the normal gravity value computed on the
 DR3423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3423.degrees latitude (g = 980.6199 gals.).
 DR3423
 DR3423.The modeled gravity was interpolated from observed gravity values.
 DR3423
 DR3423;                    North         East    Units  Estimated Accuracy
 DR3423;SPC FL E     -    41,610.2     189,414.8     MT  (+/- 3 meters HH1 GPS) 
 DR3423
 DR3423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH8941832727(NAD 83)
 DR3423
 DR3423                          SUPERSEDED SURVEY CONTROL
 DR3423
 DR3423.No superseded survey control is available for this station.
 DR3423
 DR3423_MARKER: DB = BENCH MARK DISK
 DR3423_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DR3423+WITH SETTING: PAVEMENT
 DR3423_SP_SET: LIGHT POLE
 DR3423_STAMPING: 3970 T 2017
 DR3423_MARK LOGO: NOS
 DR3423_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DR3423+STABILITY: SURFACE MOTION
 DR3423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DR3423+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2019
 DR3423
 DR3423  HISTORY     - Date     Condition        Report By
 DR3423  HISTORY     - 2017     MONUMENTED       NOS
 DR3423  HISTORY     - 20190529 GOOD             FLDEP
 DR3423
 DR3423                          STATION DESCRIPTION
 DR3423
 DR3423'DESCRIBED BY FL DEPT OF ENV PRO 2019 (DLP)
 DR3423'THE MARK IS ABOUT 31.8 MI (51.2 KM) SOUTH-SOUTHWEST OF FLAMINGO, 15.6
 DR3423'MI (25.1 KM) EAST OF BIG PINE, 0.9 MI (1.5 KM) WEST-SOUTHWEST OF
 DR3423'MARATHON, IN SECTION 9, TOWNSHIP 66 SOUTH, RANGE 32 EAST.
 DR3423'
 DR3423'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO WESTERLY ON
 DR3423'U.S. HIGHWAY 1 (OVERSEAS HIGHWAY) FOR 1.65 MI (2.65 KM) TO THE
 DR3423'JUNCTION OF PARRISH LANE (DRIVEWAY TO HYATT PLACE) ON THE RIGHT AND
 DR3423'MARK ON THE RIGHT, SET FLUSH IN THE CONCRETE BASE OF A LIGHT POLE.
 DR3423'
 DR3423'LOCATED 198.7 FT (60.6 M) WEST-NORTHWEST OF BENCH MARK 3970 U, 120.1
 DR3423'FT (36.6 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE DRAIN
 DR3423'BASIN, 63.0 FT (19.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF U.S.
 DR3423'HIGHWAY 1 (OVERSEAS HIGHWAY), 50.2 FT (15.3 M) SOUTH-SOUTHEAST OF THE
 DR3423'SOUTH-SOUTHEAST EDGE OF A CIRCULAR CONCRETE PEDESTAL AND 28.4 FT (8.7
 DR3423'M) EAST-SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY TO
 DR3423'HYATT PLACE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0896 ***********************************************************************
 AA0896  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0896  DESIGNATION -  872 3970 TIDAL 1
 AA0896  PID         -  AA0896
 AA0896  STATE/COUNTY-  FL/MONROE
 AA0896  COUNTRY     -  US
 AA0896  USGS QUAD   -  MARATHON (2018)
 AA0896
 AA0896                         *CURRENT SURVEY CONTROL
 AA0896  ______________________________________________________________________
 AA0896* NAD 83(1986) POSITION- 24 42 44.     (N) 081 06 17.     (W)   SCALED
 AA0896* NAVD 88 ORTHO HEIGHT -     0.899 (meters)        2.95  (feet) ADJUSTED
 AA0896  ______________________________________________________________________
 AA0896  GEOID HEIGHT    -        -22.329 (meters)                     GEOID18
 AA0896  DYNAMIC HEIGHT  -          0.898 (meters)        2.95  (feet) COMP
 AA0896  MODELED GRAVITY -    978,967.1   (mgal)                       NAVD 88
 AA0896
 AA0896  VERT ORDER      -  SECOND    CLASS I
 AA0896
 AA0896.The horizontal coordinates were scaled from a map and have
 AA0896.an estimated accuracy of +/- 6 seconds.
 AA0896
 AA0896.The orthometric height was determined by differential leveling and
 AA0896.adjusted by the NATIONAL GEODETIC SURVEY
 AA0896.in June 1991.
 AA0896
 AA0896.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0896.GEOID18 height accuracy estimate available here.
 AA0896
 AA0896.This Tidal Bench Mark is designated as VM 688
 AA0896.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0896
 AA0896.Click photographs - Photos may exist for this station.
 AA0896
 AA0896.The dynamic height is computed by dividing the NAVD 88
 AA0896.geopotential number by the normal gravity value computed on the
 AA0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0896.degrees latitude (g = 980.6199 gals.).
 AA0896
 AA0896.The modeled gravity was interpolated from observed gravity values.
 AA0896
 AA0896;                    North         East    Units  Estimated Accuracy
 AA0896;SPC FL E     -    41,970.      189,400.      MT  (+/- 180 meters Scaled)
 AA0896
 AA0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH894330(NAD 83)
 AA0896
 AA0896                          SUPERSEDED SURVEY CONTROL
 AA0896
 AA0896.No superseded survey control is available for this station.
 AA0896
 AA0896_MARKER: DD = SURVEY DISK
 AA0896_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0896_SP_SET: FOUNDATION OF LIGHTHOUSE
 AA0896_STAMPING: NO 1 1975
 AA0896_MARK LOGO: NOS
 AA0896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0896
 AA0896  HISTORY     - Date     Condition        Report By
 AA0896  HISTORY     - 1975     MONUMENTED       NOS
 AA0896  HISTORY     - 1982     GOOD             FLDNR
 AA0896
 AA0896                          STATION DESCRIPTION
 AA0896
 AA0896'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0896'1.2 MI EAST FROM MARATHON.
 AA0896'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE IN MARATHON, GO 1.2
 AA0896'MILES EAST ON U.S. HIGHWAY 1 TO THE FARO BLANCO RESORT AND MARINA.
 AA0896'THE MARK IS SET FLUSH IN THE FOUNDATION FOR THE LIGHTHOUSE/DOCKMASTER
 AA0896'OFFICE AT THE MARINA, 19.0 FEET SOUTHEAST OF THE CENTER OF A DOOR
 AA0896'ON THE SOUTHEAST SIDE OF THE BUILDING, 104.8 FEET NORTH OF THE SOUTH
 AA0896'END OF THE DOCK, 10.4 FEET WEST OF THE EAST SIDE OF A WOODEN DOCK, 1.0
 AA0896'FOOT NORTH OF THE SOUTH SIDE OF A CONCRETE BASE FOR A LIGHTHOUSE,
 AA0896'AND ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY 1.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0897 ***********************************************************************
 AA0897  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0897  DESIGNATION -  872 3970 TIDAL 2
 AA0897  PID         -  AA0897
 AA0897  STATE/COUNTY-  FL/MONROE
 AA0897  COUNTRY     -  US
 AA0897  USGS QUAD   -  MARATHON (2018)
 AA0897
 AA0897                         *CURRENT SURVEY CONTROL
 AA0897  ______________________________________________________________________
 AA0897* NAD 83(1986) POSITION- 24 42 44.     (N) 081 06 17.     (W)   SCALED
 AA0897* NAVD 88 ORTHO HEIGHT -     0.664 (meters)        2.18  (feet) ADJUSTED
 AA0897  ______________________________________________________________________
 AA0897  GEOID HEIGHT    -        -22.329 (meters)                     GEOID18
 AA0897  DYNAMIC HEIGHT  -          0.663 (meters)        2.18  (feet) COMP
 AA0897  MODELED GRAVITY -    978,967.1   (mgal)                       NAVD 88
 AA0897
 AA0897  VERT ORDER      -  SECOND    CLASS I
 AA0897
 AA0897.The horizontal coordinates were scaled from a map and have
 AA0897.an estimated accuracy of +/- 6 seconds.
 AA0897
 AA0897.The orthometric height was determined by differential leveling and
 AA0897.adjusted by the NATIONAL GEODETIC SURVEY
 AA0897.in June 1991.
 AA0897
 AA0897.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0897.GEOID18 height accuracy estimate available here.
 AA0897
 AA0897.This Tidal Bench Mark is designated as VM 695
 AA0897.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0897
 AA0897.Click photographs - Photos may exist for this station.
 AA0897
 AA0897.The dynamic height is computed by dividing the NAVD 88
 AA0897.geopotential number by the normal gravity value computed on the
 AA0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0897.degrees latitude (g = 980.6199 gals.).
 AA0897
 AA0897.The modeled gravity was interpolated from observed gravity values.
 AA0897
 AA0897;                    North         East    Units  Estimated Accuracy
 AA0897;SPC FL E     -    41,970.      189,400.      MT  (+/- 180 meters Scaled)
 AA0897
 AA0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH894330(NAD 83)
 AA0897
 AA0897                          SUPERSEDED SURVEY CONTROL
 AA0897
 AA0897.No superseded survey control is available for this station.
 AA0897
 AA0897_MARKER: DD = SURVEY DISK
 AA0897_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0897_SP_SET: SIDEWALK
 AA0897_STAMPING: NO 2 1975
 AA0897_MARK LOGO: NOS
 AA0897_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0897
 AA0897  HISTORY     - Date     Condition        Report By
 AA0897  HISTORY     - 1975     MONUMENTED       NOS
 AA0897  HISTORY     - 1982     GOOD             FLDNR
 AA0897
 AA0897                          STATION DESCRIPTION
 AA0897
 AA0897'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0897'1.2 MI EAST FROM MARATHON.
 AA0897'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE IN MARATHON, GO 1.2
 AA0897'MILES EAST ON U.S. HIGHWAY 1 TO THE FARO BLANCO RESORT AND MARINA.
 AA0897'THE MARK IS SET FLUSH IN THE WALKWAY BETWEEN THE RESTAURANT AND POOL
 AA0897'CABANAS.  THE MARK BEARS 67.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 AA0897'OF A BOAT BASIN, 0.8 FOOT NORTH OF THE NORTH WALL OF THE POOL CABANAS,
 AA0897'5.5 FEET SOUTH OF THE SOUTH WALL OF KELSEY RESTAURANT, 19.2 FEET
 AA0897'NORTHWEST OF A LAMP POST, 13.5 FEET WEST OF THE CURB OF A DRIVEWAY,
 AA0897'AND ABOUT 0.1 MILE NORTH OF U.S. HIGHWAY 1.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1709 ***********************************************************************
 AA1709  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1709  DESIGNATION -  872 3970 TIDAL 4
 AA1709  PID         -  AA1709
 AA1709  STATE/COUNTY-  FL/MONROE
 AA1709  COUNTRY     -  US
 AA1709  USGS QUAD   -  MARATHON (2018)
 AA1709
 AA1709                         *CURRENT SURVEY CONTROL
 AA1709  ______________________________________________________________________
 AA1709* NAD 83(1986) POSITION- 24 42 32.     (N) 081 06 25.     (W)   SCALED
 AA1709* NAVD 88 ORTHO HEIGHT -     0.825 (meters)        2.71  (feet) ADJUSTED
 AA1709  ______________________________________________________________________
 AA1709  GEOID HEIGHT    -        -22.327 (meters)                     GEOID18
 AA1709  DYNAMIC HEIGHT  -          0.824 (meters)        2.70  (feet) COMP
 AA1709  MODELED GRAVITY -    978,966.9   (mgal)                       NAVD 88
 AA1709
 AA1709  VERT ORDER      -  FIRST     CLASS II
 AA1709
 AA1709.The horizontal coordinates were scaled from a map and have
 AA1709.an estimated accuracy of +/- 6 seconds.
 AA1709
 AA1709.The orthometric height was determined by differential leveling and
 AA1709.adjusted by the NATIONAL GEODETIC SURVEY
 AA1709.in May 1994.
 AA1709
 AA1709.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1709.GEOID18 height accuracy estimate available here.
 AA1709
 AA1709.This Tidal Bench Mark is designated as VM 697
 AA1709.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1709
 AA1709.Click photographs - Photos may exist for this station.
 AA1709
 AA1709.The dynamic height is computed by dividing the NAVD 88
 AA1709.geopotential number by the normal gravity value computed on the
 AA1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1709.degrees latitude (g = 980.6199 gals.).
 AA1709
 AA1709.The modeled gravity was interpolated from observed gravity values.
 AA1709
 AA1709;                    North         East    Units  Estimated Accuracy
 AA1709;SPC FL E     -    41,600.      189,180.      MT  (+/- 180 meters Scaled)
 AA1709
 AA1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH891327(NAD 83)
 AA1709
 AA1709                          SUPERSEDED SURVEY CONTROL
 AA1709
 AA1709  NGVD 29 (09/01/92)    1.251  (m)            4.10   (f) ADJUSTED    1 2
 AA1709
 AA1709.Superseded values are not recommended for survey control.
 AA1709
 AA1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1709.See file dsdata.pdf to determine how the superseded data were derived.
 AA1709
 AA1709_MARKER: DJ = TIDAL STATION DISK
 AA1709_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA1709_SP_SET: FOUNDATION TO PORCH
 AA1709_STAMPING: NO 4 1975
 AA1709_MARK LOGO: NOS
 AA1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1709+STABILITY: SURFACE MOTION
 AA1709
 AA1709  HISTORY     - Date     Condition        Report By
 AA1709  HISTORY     - 1975     MONUMENTED       NOS
 AA1709  HISTORY     - 19901016 GOOD             FLDNR
 AA1709  HISTORY     - 20040207 MARK NOT FOUND   USPSQD
 AA1709  HISTORY     - 20181004 MARK NOT FOUND   FLDEP
 AA1709
 AA1709                          STATION DESCRIPTION
 AA1709
 AA1709'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1709'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO WEST-SOUTHWEST
 AA1709'ON U.S. HIGHWAY 1 FOR 1.85 MI (2.98 KM) TO HALLS BAIT AND TACKLE
 AA1709'SHOP AND THE MARK, IN THE SOUTHEAST CORNER IN THE CONCRETE PORCH OF
 AA1709'THE BUILDING.  LOCATED 118 FT (36.0 M) NORTH OF THE CENTERLINE OF
 AA1709'U.S. HIGHWAY 1, 5.5 FT (1.7 M) WEST OF THE EAST EDGE OF THE LOWER
 AA1709'CONCRETE APRON AND 1.0 FT (0.3 M) SOUTH OF THE ICE MACHINE.
 AA1709
 AA1709                          STATION RECOVERY (2004)
 AA1709
 AA1709'RECOVERY NOTE BY US POWER SQUADRON 2004
 AA1709'MARKER NOT FOUND. COORDINATES FALL WITHIN RECENT DEMOLITION WORK FOR
 AA1709'NEW HOTEL TO BE BUILT.
 AA1709
 AA1709                          STATION RECOVERY (2018)
 AA1709
 AA1709'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA1709'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AA1709'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR3422 ***********************************************************************
 DR3422  DESIGNATION -  872 3970 U
 DR3422  PID         -  DR3422
 DR3422  STATE/COUNTY-  FL/MONROE
 DR3422  COUNTRY     -  US
 DR3422  USGS QUAD   -  MARATHON (2018)
 DR3422
 DR3422                         *CURRENT SURVEY CONTROL
 DR3422  ______________________________________________________________________
 DR3422* NAD 83(1986) POSITION- 24 42 32.14   (N) 081 06 14.38   (W)   HD_HELD1
 DR3422* NAVD 88 ORTHO HEIGHT -     0.940 (meters)        3.08  (feet) ADJUSTED
 DR3422  ______________________________________________________________________
 DR3422  GEOID HEIGHT    -        -22.333 (meters)                     GEOID18
 DR3422  DYNAMIC HEIGHT  -          0.938 (meters)        3.08  (feet) COMP
 DR3422  MODELED GRAVITY -    978,966.9   (mgal)                       NAVD 88
 DR3422
 DR3422  VERT ORDER      -  FIRST     CLASS II
 DR3422
 DR3422.The horizontal coordinates were determined by differentially corrected
 DR3422.hand held GPS observations or other comparable positioning techniques
 DR3422.and have an estimated accuracy of +/- 3 meters.
 DR3422
 DR3422.The orthometric height was determined by differential leveling and
 DR3422.adjusted by the NATIONAL GEODETIC SURVEY
 DR3422.in April 2020.
 DR3422
 DR3422.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR3422.GEOID18 height accuracy estimate available here.
 DR3422
 DR3422.Click photographs - Photos may exist for this station.
 DR3422
 DR3422.The dynamic height is computed by dividing the NAVD 88
 DR3422.geopotential number by the normal gravity value computed on the
 DR3422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR3422.degrees latitude (g = 980.6199 gals.).
 DR3422
 DR3422.The modeled gravity was interpolated from observed gravity values.
 DR3422
 DR3422;                    North         East    Units  Estimated Accuracy
 DR3422;SPC FL E     -    41,604.6     189,477.8     MT  (+/- 3 meters HH1 GPS) 
 DR3422
 DR3422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH8948132722(NAD 83)
 DR3422
 DR3422                          SUPERSEDED SURVEY CONTROL
 DR3422
 DR3422.No superseded survey control is available for this station.
 DR3422
 DR3422_MARKER: DB = BENCH MARK DISK
 DR3422_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR3422_SP_SET: DRAIN BASIN
 DR3422_STAMPING: 3970 U 2017
 DR3422_MARK LOGO: NOS
 DR3422_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR3422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR3422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR3422+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2019
 DR3422
 DR3422  HISTORY     - Date     Condition        Report By
 DR3422  HISTORY     - 2017     MONUMENTED       NOS
 DR3422  HISTORY     - 20190529 GOOD             FLDEP
 DR3422
 DR3422                          STATION DESCRIPTION
 DR3422
 DR3422'DESCRIBED BY FL DEPT OF ENV PRO 2019 (DLP)
 DR3422'THE MARK IS ABOUT 31.8 MI (51.2 KM) SOUTH-SOUTHWEST OF FLAMINGO, 15.6
 DR3422'MI (25.2 KM) EAST OF BIG PINE, 0.9 MI (1.4 KM) WEST-SOUTHWEST OF
 DR3422'MARATHON, IN SECTION 9, TOWNSHIP 66 SOUTH, RANGE 32 EAST.
 DR3422'
 DR3422'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO WESTERLY ON
 DR3422'U.S. HIGHWAY 1 (OVERSEAS HIGHWAY) FOR 1.6 MI (2.6 KM) AND THE MARK ON
 DR3422'THE RIGHT, SET FLUSH IN A CONCRETE DRAIN BASIN.
 DR3422'
 DR3422'LOCATED 198.7 FT (60.6 M) EAST-SOUTHEAST OF BENCH MARK 3970 T, 74.9 FT
 DR3422'(22.8 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE DRAIN
 DR3422'BASIN, 73.0 FT (22.3 M) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A
 DR3422'CONCRETE DRAIN BASIN, 37.9 FT (11.6 M) NORTH OF THE APPROXIMATE
 DR3422'CENTERLINE OF U.S. HIGHWAY 1 (OVERSEAS HIGHWAY) AND 4.4 FT (1.3 M)
 DR3422'SOUTH OF THE APPROXIMATE CENTERLINE OF A PAVED BIKE PATH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0891 ***********************************************************************
 AA0891  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0891  DESIGNATION -  872 3971 C TIDAL
 AA0891  PID         -  AA0891
 AA0891  STATE/COUNTY-  FL/MONROE
 AA0891  COUNTRY     -  US
 AA0891  USGS QUAD   -  MARATHON (2018)
 AA0891
 AA0891                         *CURRENT SURVEY CONTROL
 AA0891  ______________________________________________________________________
 AA0891* NAD 83(1986) POSITION- 24 42 17.68   (N) 081 06 17.62   (W)   HD_HELD1
 AA0891* NAVD 88 ORTHO HEIGHT -     8.700 (meters)       28.54  (feet) ADJUSTED
 AA0891  ______________________________________________________________________
 AA0891  GEOID HEIGHT    -        -22.334 (meters)                     GEOID18
 AA0891  DYNAMIC HEIGHT  -          8.686 (meters)       28.50  (feet) COMP
 AA0891  MODELED GRAVITY -    978,966.6   (mgal)                       NAVD 88
 AA0891
 AA0891  VERT ORDER      -  FIRST     CLASS II
 AA0891
 AA0891.The horizontal coordinates were determined by differentially corrected
 AA0891.hand held GPS observations or other comparable positioning techniques
 AA0891.and have an estimated accuracy of +/- 3 meters.
 AA0891
 AA0891.The orthometric height was determined by differential leveling and
 AA0891.adjusted by the NATIONAL GEODETIC SURVEY
 AA0891.in April 2020.
 AA0891
 AA0891.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0891.GEOID18 height accuracy estimate available here.
 AA0891
 AA0891.This Tidal Bench Mark is designated as VM 6297
 AA0891.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0891
 AA0891.Click photographs - Photos may exist for this station.
 AA0891
 AA0891.The dynamic height is computed by dividing the NAVD 88
 AA0891.geopotential number by the normal gravity value computed on the
 AA0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0891.degrees latitude (g = 980.6199 gals.).
 AA0891
 AA0891.The modeled gravity was interpolated from observed gravity values.
 AA0891
 AA0891;                    North         East    Units  Estimated Accuracy
 AA0891;SPC FL E     -    41,159.7     189,386.4     MT  (+/- 3 meters HH1 GPS) 
 AA0891
 AA0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH8938932277(NAD 83)
 AA0891
 AA0891                          SUPERSEDED SURVEY CONTROL
 AA0891
 AA0891  NAVD 88 (06/15/91)    8.700  (m)           28.54   (f) SUPERSEDED  2 1
 AA0891
 AA0891.Superseded values are not recommended for survey control.
 AA0891
 AA0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0891.See file dsdata.pdf to determine how the superseded data were derived.
 AA0891
 AA0891_MARKER: DB = BENCH MARK DISK
 AA0891_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0891_SP_SET: BRIDGE GUARDRAIL
 AA0891_STAMPING: 3971 C
 AA0891_MARK LOGO: FLSRD
 AA0891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0891_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0891+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2018
 AA0891
 AA0891  HISTORY     - Date     Condition        Report By
 AA0891  HISTORY     - UNK      MONUMENTED       FLDT
 AA0891  HISTORY     - 1982     GOOD             FLDNR
 AA0891  HISTORY     - 20181004 GOOD             FLDEP
 AA0891
 AA0891                          STATION DESCRIPTION
 AA0891
 AA0891'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0891'1.6 MI SW FROM MARATHON.
 AA0891'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE, GO 1.5 MILES EAST ON
 AA0891'U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD C 931 TO BOOT KEY, GO
 AA0891'0.25 MILE SOUTH ON C 931 TO THE BRIDGE OVER BOOT KEY HARBOR AND THE
 AA0891'MARK.  THE MARK IS SET IN THE TOP OF THE CONCRETE GUARDRAIL AT THE
 AA0891'NORTHWEST CORNER OF THE BRIDGE, 18.5 FEET WEST OF THE CENTERLINE OF
 AA0891'C 931, AND 8 FEET SOUTH OF THE NORTH END OF THE GUARDRAIL.
 AA0891'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0891
 AA0891                          STATION RECOVERY (2018)
 AA0891
 AA0891'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0891'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0892 ***********************************************************************
 AA0892  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0892  DESIGNATION -  872 3971 D TIDAL
 AA0892  PID         -  AA0892
 AA0892  STATE/COUNTY-  FL/MONROE
 AA0892  COUNTRY     -  US
 AA0892  USGS QUAD   -  MARATHON (2018)
 AA0892
 AA0892                         *CURRENT SURVEY CONTROL
 AA0892  ______________________________________________________________________
 AA0892* NAD 83(1986) POSITION- 24 42 15.74   (N) 081 06 17.20   (W)   HD_HELD1
 AA0892* NAVD 88 ORTHO HEIGHT -     9.573 (meters)       31.41  (feet) ADJUSTED
 AA0892  ______________________________________________________________________
 AA0892  GEOID HEIGHT    -        -22.334 (meters)                     GEOID18
 AA0892  DYNAMIC HEIGHT  -          9.557 (meters)       31.35  (feet) COMP
 AA0892  MODELED GRAVITY -    978,966.6   (mgal)                       NAVD 88
 AA0892
 AA0892  VERT ORDER      -  SECOND    CLASS I
 AA0892
 AA0892.The horizontal coordinates were determined by differentially corrected
 AA0892.hand held GPS observations or other comparable positioning techniques
 AA0892.and have an estimated accuracy of +/- 3 meters.
 AA0892
 AA0892.The orthometric height was determined by differential leveling and
 AA0892.adjusted by the NATIONAL GEODETIC SURVEY
 AA0892.in June 1991.
 AA0892
 AA0892.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0892.GEOID18 height accuracy estimate available here.
 AA0892
 AA0892.This Tidal Bench Mark is designated as VM 6298
 AA0892.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0892
 AA0892.Click photographs - Photos may exist for this station.
 AA0892
 AA0892.The dynamic height is computed by dividing the NAVD 88
 AA0892.geopotential number by the normal gravity value computed on the
 AA0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0892.degrees latitude (g = 980.6199 gals.).
 AA0892
 AA0892.The modeled gravity was interpolated from observed gravity values.
 AA0892
 AA0892;                    North         East    Units  Estimated Accuracy
 AA0892;SPC FL E     -    41,100.0     189,398.1     MT  (+/- 3 meters HH1 GPS) 
 AA0892
 AA0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH8940132218(NAD 83)
 AA0892
 AA0892                          SUPERSEDED SURVEY CONTROL
 AA0892
 AA0892.No superseded survey control is available for this station.
 AA0892
 AA0892_MARKER: DB = BENCH MARK DISK
 AA0892_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0892_SP_SET: BRIDGE DRAWSPAN FOUNDATION
 AA0892_STAMPING: 3971 D 1982
 AA0892_MARK LOGO: NOS
 AA0892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0892_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0892+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2018
 AA0892
 AA0892  HISTORY     - Date     Condition        Report By
 AA0892  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0892  HISTORY     - 20181004 GOOD             FLDEP
 AA0892
 AA0892                          STATION DESCRIPTION
 AA0892
 AA0892'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0892'1.6 MI SW FROM MARATHON.
 AA0892'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE, GO 1.5 MILES EAST ON
 AA0892'U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD C 931 TO BOOT KEY, GO
 AA0892'0.25 MILE SOUTH ON C 931 TO THE BRIDGE OVER BOOT KEY HARBOR AND THE
 AA0892'MARK.  THE MARK BEARS 188.5 FEET SOUTH OF THE NORTHEAST CORNER OF THE
 AA0892'BRIDGE, 18.2 FEET EAST OF THE CENTERLINE OF C 931, AND 37.1 FEET EAST
 AA0892'OF THE NORTHEAST CORNER OF THE BRIDGE TENDERS BUILDING.
 AA0892'THE MARK IS ABOVE LEVEL WITH ROAD.
 AA0892
 AA0892                          STATION RECOVERY (2018)
 AA0892
 AA0892'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0892'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0893 ***********************************************************************
 AA0893  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0893  DESIGNATION -  872 3971 E TIDAL FLDT
 AA0893  PID         -  AA0893
 AA0893  STATE/COUNTY-  FL/MONROE
 AA0893  COUNTRY     -  US
 AA0893  USGS QUAD   -  MARATHON (2018)
 AA0893
 AA0893                         *CURRENT SURVEY CONTROL
 AA0893  ______________________________________________________________________
 AA0893* NAD 83(1986) POSITION- 24 42 14.     (N) 081 06 17.     (W)   SCALED
 AA0893* NAVD 88 ORTHO HEIGHT -     3.415 (meters)       11.20  (feet) ADJUSTED
 AA0893  ______________________________________________________________________
 AA0893  GEOID HEIGHT    -        -22.335 (meters)                     GEOID18
 AA0893  DYNAMIC HEIGHT  -          3.409 (meters)       11.18  (feet) COMP
 AA0893  MODELED GRAVITY -    978,966.6   (mgal)                       NAVD 88
 AA0893
 AA0893  VERT ORDER      -  SECOND    CLASS I
 AA0893
 AA0893.The horizontal coordinates were scaled from a map and have
 AA0893.an estimated accuracy of +/- 6 seconds.
 AA0893
 AA0893.The orthometric height was determined by differential leveling and
 AA0893.adjusted by the NATIONAL GEODETIC SURVEY
 AA0893.in June 1991.
 AA0893
 AA0893.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0893.GEOID18 height accuracy estimate available here.
 AA0893
 AA0893.This Tidal Bench Mark is designated as VM 6299
 AA0893.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0893
 AA0893.Click photographs - Photos may exist for this station.
 AA0893
 AA0893.The dynamic height is computed by dividing the NAVD 88
 AA0893.geopotential number by the normal gravity value computed on the
 AA0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0893.degrees latitude (g = 980.6199 gals.).
 AA0893
 AA0893.The modeled gravity was interpolated from observed gravity values.
 AA0893
 AA0893;                    North         East    Units  Estimated Accuracy
 AA0893;SPC FL E     -    41,050.      189,400.      MT  (+/- 180 meters Scaled)
 AA0893
 AA0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH894321(NAD 83)
 AA0893
 AA0893                          SUPERSEDED SURVEY CONTROL
 AA0893
 AA0893.No superseded survey control is available for this station.
 AA0893
 AA0893_MARKER: DB = BENCH MARK DISK
 AA0893_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0893_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0893_STAMPING: 3971 E
 AA0893_MARK LOGO: FLDT
 AA0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0893
 AA0893  HISTORY     - Date     Condition        Report By
 AA0893  HISTORY     - UNK      MONUMENTED       FLDT
 AA0893  HISTORY     - 1982     GOOD             FLDNR
 AA0893
 AA0893                          STATION DESCRIPTION
 AA0893
 AA0893'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0893'1.6 MI SW FROM MARATHON.
 AA0893'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE, GO 1.5 MILES EAST ON
 AA0893'U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD C 931 TO BOOT KEY, GO
 AA0893'0.25 MILE SOUTH ON C 931 TO THE BRIDGE OVER BOOT KEY HARBOR AND THE
 AA0893'MARK.  THE MARK IS SET IN THE TOP OF THE GUARDRAIL AT THE SOUTHEAST
 AA0893'CORNER OF THE BRIDGE, 17.5 FEET EAST OF THE CENTERLINE OF C 931, 7.9
 AA0893'FEET NORTH OF THE SOUTH END OF THE GUARDRAIL, AND 0.5 FOOT SOUTH OF
 AA0893'THE BRIDGE ABUTMENT.
 AA0893'THE MARK IS 3 FT ABOVE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0890 ***********************************************************************
 AA0890  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0890  DESIGNATION -  872 3971 TIDAL 1
 AA0890  PID         -  AA0890
 AA0890  STATE/COUNTY-  FL/MONROE
 AA0890  COUNTRY     -  US
 AA0890  USGS QUAD   -  MARATHON (2018)
 AA0890
 AA0890                         *CURRENT SURVEY CONTROL
 AA0890  ______________________________________________________________________
 AA0890* NAD 83(1986) POSITION- 24 42 17.67   (N) 081 06 17.23   (W)   HD_HELD1
 AA0890* NAVD 88 ORTHO HEIGHT -     7.837 (meters)       25.71  (feet) ADJUSTED
 AA0890  ______________________________________________________________________
 AA0890  GEOID HEIGHT    -        -22.334 (meters)                     GEOID18
 AA0890  DYNAMIC HEIGHT  -          7.824 (meters)       25.67  (feet) COMP
 AA0890  MODELED GRAVITY -    978,966.6   (mgal)                       NAVD 88
 AA0890
 AA0890  VERT ORDER      -  FIRST     CLASS II
 AA0890
 AA0890.The horizontal coordinates were determined by differentially corrected
 AA0890.hand held GPS observations or other comparable positioning techniques
 AA0890.and have an estimated accuracy of +/- 3 meters.
 AA0890
 AA0890.The orthometric height was determined by differential leveling and
 AA0890.adjusted by the NATIONAL GEODETIC SURVEY
 AA0890.in April 2020.
 AA0890
 AA0890.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0890.GEOID18 height accuracy estimate available here.
 AA0890
 AA0890.This Tidal Bench Mark is designated as VM 6295
 AA0890.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0890
 AA0890.Click photographs - Photos may exist for this station.
 AA0890
 AA0890.The dynamic height is computed by dividing the NAVD 88
 AA0890.geopotential number by the normal gravity value computed on the
 AA0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0890.degrees latitude (g = 980.6199 gals.).
 AA0890
 AA0890.The modeled gravity was interpolated from observed gravity values.
 AA0890
 AA0890;                    North         East    Units  Estimated Accuracy
 AA0890;SPC FL E     -    41,159.4     189,397.3     MT  (+/- 3 meters HH1 GPS) 
 AA0890
 AA0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH8940032277(NAD 83)
 AA0890
 AA0890                          SUPERSEDED SURVEY CONTROL
 AA0890
 AA0890  NAVD 88 (06/15/91)    7.837  (m)           25.71   (f) SUPERSEDED  2 1
 AA0890
 AA0890.Superseded values are not recommended for survey control.
 AA0890
 AA0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0890.See file dsdata.pdf to determine how the superseded data were derived.
 AA0890
 AA0890_MARKER: DD = SURVEY DISK
 AA0890_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0890_SP_SET: BRIDGE SIDEWALK
 AA0890_STAMPING: NO 1 1975
 AA0890_MARK LOGO: NOS
 AA0890_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0890+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2018
 AA0890
 AA0890  HISTORY     - Date     Condition        Report By
 AA0890  HISTORY     - 1975     MONUMENTED       NOS
 AA0890  HISTORY     - 1982     GOOD             FLDNR
 AA0890  HISTORY     - 20181004 GOOD             FLDEP
 AA0890
 AA0890                          STATION DESCRIPTION
 AA0890
 AA0890'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0890'1.6 MI SW FROM MARATHON.
 AA0890'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE, GO 1.5 MILES EAST ON
 AA0890'U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD C 931 TO BOOT KEY, GO
 AA0890'0.25 MILE SOUTH ON C 931 TO THE BRIDGE OVER BOOT KEY HARBOR AND THE
 AA0890'MARK.  THE MARK IS SET IN THE SIDEWALK AT THE NORTHEAST CORNER OF THE
 AA0890'BRIDGE, 16.8 FEET EAST OF THE CENTERLINE OF C 931, AND 11 FEET SOUTH
 AA0890'OF THE NORTH END OF THE BRIDGE.
 AA0890'THE MARK IS 0.5 FT ABOVE ROAD.
 AA0890
 AA0890                          STATION RECOVERY (2018)
 AA0890
 AA0890'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0890'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0889 ***********************************************************************
 AA0889  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0889  DESIGNATION -  872 3971 TIDAL 2
 AA0889  PID         -  AA0889
 AA0889  STATE/COUNTY-  FL/MONROE
 AA0889  COUNTRY     -  US
 AA0889  USGS QUAD   -  MARATHON (2018)
 AA0889
 AA0889                         *CURRENT SURVEY CONTROL
 AA0889  ______________________________________________________________________
 AA0889* NAD 83(1986) POSITION- 24 42 18.42   (N) 081 06 17.63   (W)   HD_HELD1
 AA0889* NAVD 88 ORTHO HEIGHT -     6.850 (meters)       22.47  (feet) ADJUSTED
 AA0889  ______________________________________________________________________
 AA0889  GEOID HEIGHT    -        -22.334 (meters)                     GEOID18
 AA0889  DYNAMIC HEIGHT  -          6.838 (meters)       22.43  (feet) COMP
 AA0889  MODELED GRAVITY -    978,966.6   (mgal)                       NAVD 88
 AA0889
 AA0889  VERT ORDER      -  FIRST     CLASS II
 AA0889
 AA0889.The horizontal coordinates were determined by differentially corrected
 AA0889.hand held GPS observations or other comparable positioning techniques
 AA0889.and have an estimated accuracy of +/- 3 meters.
 AA0889
 AA0889.The orthometric height was determined by differential leveling and
 AA0889.adjusted by the NATIONAL GEODETIC SURVEY
 AA0889.in April 2020.
 AA0889
 AA0889.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0889.GEOID18 height accuracy estimate available here.
 AA0889
 AA0889.This Tidal Bench Mark is designated as VM 6296
 AA0889.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0889
 AA0889.Click photographs - Photos may exist for this station.
 AA0889
 AA0889.The dynamic height is computed by dividing the NAVD 88
 AA0889.geopotential number by the normal gravity value computed on the
 AA0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0889.degrees latitude (g = 980.6199 gals.).
 AA0889
 AA0889.The modeled gravity was interpolated from observed gravity values.
 AA0889
 AA0889;                    North         East    Units  Estimated Accuracy
 AA0889;SPC FL E     -    41,182.5     189,386.1     MT  (+/- 3 meters HH1 GPS) 
 AA0889
 AA0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH8938932300(NAD 83)
 AA0889
 AA0889                          SUPERSEDED SURVEY CONTROL
 AA0889
 AA0889  NAVD 88 (06/15/91)    6.850  (m)           22.47   (f) SUPERSEDED  2 1
 AA0889
 AA0889.Superseded values are not recommended for survey control.
 AA0889
 AA0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0889.See file dsdata.pdf to determine how the superseded data were derived.
 AA0889
 AA0889_MARKER: DD = SURVEY DISK
 AA0889_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0889+WITH SETTING: PAVEMENT
 AA0889_SP_SET: LIGHT BASE
 AA0889_STAMPING: NO 2 1975
 AA0889_MARK LOGO: NOS
 AA0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0889+STABILITY: SURFACE MOTION
 AA0889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0889+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2018
 AA0889
 AA0889  HISTORY     - Date     Condition        Report By
 AA0889  HISTORY     - 1975     MONUMENTED       NOS
 AA0889  HISTORY     - 1982     GOOD             FLDNR
 AA0889  HISTORY     - 20181004 GOOD             FLDEP
 AA0889
 AA0889                          STATION DESCRIPTION
 AA0889
 AA0889'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0889'1.6 MI SW FROM MARATHON.
 AA0889'BEGIN AT THE EAST END OF THE SEVENMILE BRIDGE, GO 1.5 MILES EAST ON
 AA0889'U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD C 931 TO BOOT KEY, GO
 AA0889'0.25 MILE SOUTH ON C 931 TO THE BRIDGE OVER BOOT KEY HARBOR AND THE
 AA0889'MARK.  THE MARK IS SET IN THE CONCRETE BASE FOR THE BRIDGE CAUTION
 AA0889'LIGHT, 68 FEET NORTH OF THE NORTHWEST CORNER OF THE BRIDGE, AND 20
 AA0889'FEET WEST OF THE CENTERLINE OF C 931.
 AA0889
 AA0889                          STATION RECOVERY (2018)
 AA0889
 AA0889'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0889'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0921 ***********************************************************************
 AA0921  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0921  DESIGNATION -  872 4008 E TIDAL
 AA0921  PID         -  AA0921
 AA0921  STATE/COUNTY-  FL/MONROE
 AA0921  COUNTRY     -  US
 AA0921  USGS QUAD   -  MARATHON (2018)
 AA0921
 AA0921                         *CURRENT SURVEY CONTROL
 AA0921  ______________________________________________________________________
 AA0921* NAD 83(1986) POSITION- 24 42 24.76   (N) 081 07 27.40   (W)   HD_HELD1
 AA0921* NAVD 88 ORTHO HEIGHT -     8.301 (meters)       27.23  (feet) ADJUSTED
 AA0921  ______________________________________________________________________
 AA0921  GEOID HEIGHT    -        -22.294 (meters)                     GEOID18
 AA0921  DYNAMIC HEIGHT  -          8.287 (meters)       27.19  (feet) COMP
 AA0921  MODELED GRAVITY -    978,967.0   (mgal)                       NAVD 88
 AA0921
 AA0921  VERT ORDER      -  FIRST     CLASS II
 AA0921
 AA0921.The horizontal coordinates were determined by differentially corrected
 AA0921.hand held GPS observations or other comparable positioning techniques
 AA0921.and have an estimated accuracy of +/- 3 meters.
 AA0921
 AA0921.The orthometric height was determined by differential leveling and
 AA0921.adjusted by the NATIONAL GEODETIC SURVEY
 AA0921.in April 2020.
 AA0921
 AA0921.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0921.GEOID18 height accuracy estimate available here.
 AA0921
 AA0921.This Tidal Bench Mark is designated as VM 6307
 AA0921.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0921
 AA0921.Click photographs - Photos may exist for this station.
 AA0921
 AA0921.The dynamic height is computed by dividing the NAVD 88
 AA0921.geopotential number by the normal gravity value computed on the
 AA0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0921.degrees latitude (g = 980.6199 gals.).
 AA0921
 AA0921.The modeled gravity was interpolated from observed gravity values.
 AA0921
 AA0921;                    North         East    Units  Estimated Accuracy
 AA0921;SPC FL E     -    41,379.2     187,425.3     MT  (+/- 3 meters HH1 GPS) 
 AA0921
 AA0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH8742932497(NAD 83)
 AA0921
 AA0921                          SUPERSEDED SURVEY CONTROL
 AA0921
 AA0921  NAVD 88 (06/15/91)    8.301  (m)           27.23   (f) SUPERSEDED  2 1
 AA0921
 AA0921.Superseded values are not recommended for survey control.
 AA0921
 AA0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0921.See file dsdata.pdf to determine how the superseded data were derived.
 AA0921
 AA0921_MARKER: DB = BENCH MARK DISK
 AA0921_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0921_SP_SET: BRIDGE ABUTMENT
 AA0921_STAMPING: 4008 E 1982
 AA0921_MARK LOGO: NOS
 AA0921_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0921_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0921+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2018
 AA0921
 AA0921  HISTORY     - Date     Condition        Report By
 AA0921  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0921  HISTORY     - 20160220 GOOD             INDIV
 AA0921  HISTORY     - 20181003 GOOD             FLDEP
 AA0921
 AA0921                          STATION DESCRIPTION
 AA0921
 AA0921'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0921'2.9 MI SW FROM MARATHON.
 AA0921'AT THE EAST END OF THE SEVEN MILE BRIDGE, THE MARK BEARS
 AA0921'18.6 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 1, 5.25
 AA0921'FEET EAST OF THE BRIDGE ABUTMENT, 2.0 FEET WEST OF THE
 AA0921'EAST END OF THE GUARDRAIL, AND IS SET IN THE BASE OF THE
 AA0921'GUARDRAIL.
 AA0921'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AA0921
 AA0921                          STATION RECOVERY (2016)
 AA0921
 AA0921'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JKG)
 AA0921'RECOVERED IN GOOD CONDITION.
 AA0921
 AA0921                          STATION RECOVERY (2018)
 AA0921
 AA0921'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0921'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0920 ***********************************************************************
 AA0920  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0920  DESIGNATION -  872 4008 F TIDAL
 AA0920  PID         -  AA0920
 AA0920  STATE/COUNTY-  FL/MONROE
 AA0920  COUNTRY     -  US
 AA0920  USGS QUAD   -  MARATHON (2018)
 AA0920
 AA0920                         *CURRENT SURVEY CONTROL
 AA0920  ______________________________________________________________________
 AA0920* NAD 83(1986) POSITION- 24 42 26.     (N) 081 07 29.     (W)   SCALED
 AA0920* NAVD 88 ORTHO HEIGHT -     6.098 (meters)       20.01  (feet) ADJUSTED
 AA0920  ______________________________________________________________________
 AA0920  GEOID HEIGHT    -        -22.293 (meters)                     GEOID18
 AA0920  DYNAMIC HEIGHT  -          6.088 (meters)       19.97  (feet) COMP
 AA0920  MODELED GRAVITY -    978,967.0   (mgal)                       NAVD 88
 AA0920
 AA0920  VERT ORDER      -  SECOND    CLASS I
 AA0920
 AA0920.The horizontal coordinates were scaled from a map and have
 AA0920.an estimated accuracy of +/- 6 seconds.
 AA0920
 AA0920.The orthometric height was determined by differential leveling and
 AA0920.adjusted by the NATIONAL GEODETIC SURVEY
 AA0920.in June 1991.
 AA0920
 AA0920.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0920.GEOID18 height accuracy estimate available here.
 AA0920
 AA0920.This Tidal Bench Mark is designated as VM 6308
 AA0920.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0920
 AA0920.Click photographs - Photos may exist for this station.
 AA0920
 AA0920.The dynamic height is computed by dividing the NAVD 88
 AA0920.geopotential number by the normal gravity value computed on the
 AA0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0920.degrees latitude (g = 980.6199 gals.).
 AA0920
 AA0920.The modeled gravity was interpolated from observed gravity values.
 AA0920
 AA0920;                    North         East    Units  Estimated Accuracy
 AA0920;SPC FL E     -    41,420.      187,380.      MT  (+/- 180 meters Scaled)
 AA0920
 AA0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH873325(NAD 83)
 AA0920
 AA0920                          SUPERSEDED SURVEY CONTROL
 AA0920
 AA0920.No superseded survey control is available for this station.
 AA0920
 AA0920_MARKER: DJ = TIDAL STATION DISK
 AA0920_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0920_SP_SET: CULVERT HEADWALL
 AA0920_STAMPING: 4008 F 1982
 AA0920_MARK LOGO: NOS
 AA0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0920+STABILITY: SURFACE MOTION
 AA0920
 AA0920  HISTORY     - Date     Condition        Report By
 AA0920  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0920  HISTORY     - 20181003 MARK NOT FOUND   FLDEP
 AA0920
 AA0920                          STATION DESCRIPTION
 AA0920
 AA0920'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0920'2.9 MI SW FROM MARATHON.
 AA0920'TO REACH GO TO THE EAST END OF THE SEVEN MILE BRIDGE.  THE
 AA0920'MARK IS SET FLUSH IN THE NORTHEAST CONCRETE BRIDGE HEADWALL.
 AA0920'THE MARK BEARS 16.7 FEET WEST OF THE NORTHEAST CORNER OF A
 AA0920'CONCRETE RAIL, 20.8 FEET NORTH OF THE CENTERLINE OF THE BRIDGE
 AA0920'AND 10 FEET BELOW THE TOP OF THE CONCRETE RAIL.
 AA0920'THE MARK IS 7 FT BELOW ROAD.
 AA0920
 AA0920                          STATION RECOVERY (2018)
 AA0920
 AA0920'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0920'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0922 ***********************************************************************
 AA0922  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0922  DESIGNATION -  872 4008 G TIDAL
 AA0922  PID         -  AA0922
 AA0922  STATE/COUNTY-  FL/MONROE
 AA0922  COUNTRY     -  US
 AA0922  USGS QUAD   -  MARATHON (2018)
 AA0922
 AA0922                         *CURRENT SURVEY CONTROL
 AA0922  ______________________________________________________________________
 AA0922* NAD 83(1986) POSITION- 24 42 25.12   (N) 081 07 27.51   (W)   HD_HELD1
 AA0922* NAVD 88 ORTHO HEIGHT -     9.161 (meters)       30.06  (feet) ADJUSTED
 AA0922  ______________________________________________________________________
 AA0922  GEOID HEIGHT    -        -22.294 (meters)                     GEOID18
 AA0922  DYNAMIC HEIGHT  -          9.146 (meters)       30.01  (feet) COMP
 AA0922  MODELED GRAVITY -    978,967.0   (mgal)                       NAVD 88
 AA0922
 AA0922  VERT ORDER      -  FIRST     CLASS II
 AA0922
 AA0922.The horizontal coordinates were determined by differentially corrected
 AA0922.hand held GPS observations or other comparable positioning techniques
 AA0922.and have an estimated accuracy of +/- 3 meters.
 AA0922
 AA0922.The orthometric height was determined by differential leveling and
 AA0922.adjusted by the NATIONAL GEODETIC SURVEY
 AA0922.in April 2020.
 AA0922
 AA0922.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0922.GEOID18 height accuracy estimate available here.
 AA0922
 AA0922.This Tidal Bench Mark is designated as VM 6309
 AA0922.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0922
 AA0922.Click photographs - Photos may exist for this station.
 AA0922
 AA0922.The dynamic height is computed by dividing the NAVD 88
 AA0922.geopotential number by the normal gravity value computed on the
 AA0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0922.degrees latitude (g = 980.6199 gals.).
 AA0922
 AA0922.The modeled gravity was interpolated from observed gravity values.
 AA0922
 AA0922;                    North         East    Units  Estimated Accuracy
 AA0922;SPC FL E     -    41,390.3     187,422.2     MT  (+/- 3 meters HH1 GPS) 
 AA0922
 AA0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH8742632508(NAD 83)
 AA0922
 AA0922                          SUPERSEDED SURVEY CONTROL
 AA0922
 AA0922  NAVD 88 (06/15/91)    9.161  (m)           30.06   (f) SUPERSEDED  2 1
 AA0922
 AA0922.Superseded values are not recommended for survey control.
 AA0922
 AA0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0922.See file dsdata.pdf to determine how the superseded data were derived.
 AA0922
 AA0922_MARKER: DD = SURVEY DISK
 AA0922_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0922_SP_SET: BRIDGE GUARDRAIL
 AA0922_STAMPING: 4008 G 1982
 AA0922_MARK LOGO: FLDT
 AA0922_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0922_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0922+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2018
 AA0922
 AA0922  HISTORY     - Date     Condition        Report By
 AA0922  HISTORY     - 1982     MONUMENTED       FLDT
 AA0922  HISTORY     - 1982     GOOD             FLDNR
 AA0922  HISTORY     - 20181003 GOOD             FLDEP
 AA0922
 AA0922                          STATION DESCRIPTION
 AA0922
 AA0922'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0922'2.9 MI SW FROM MARATHON.
 AA0922'AT THE EAST END OF THE SEVEN MILE BRIDGE, THE MARK BEARS
 AA0922'19.7 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 0.5 FOOT
 AA0922'EAST OF THE BRIDGE ABUTMENT, 6.9 FEET WEST OF THE EAST END
 AA0922'OF THE GUARDRAIL, AND IS SET IN THE TOP OF THE GUARDRAIL.
 AA0922'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0922
 AA0922                          STATION RECOVERY (2018)
 AA0922
 AA0922'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA0922'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1710 ***********************************************************************
 AA1710  DESIGNATION -  872 4008 H TIDAL
 AA1710  PID         -  AA1710
 AA1710  STATE/COUNTY-  FL/MONROE
 AA1710  COUNTRY     -  US
 AA1710  USGS QUAD   -  MARATHON (2018)
 AA1710
 AA1710                         *CURRENT SURVEY CONTROL
 AA1710  ______________________________________________________________________
 AA1710* NAD 83(1986) POSITION- 24 42 28.     (N) 081 07 06.     (W)   SCALED
 AA1710* NAVD 88 ORTHO HEIGHT -     2.322 (meters)        7.62  (feet) ADJUSTED
 AA1710  ______________________________________________________________________
 AA1710  GEOID HEIGHT    -        -22.305 (meters)                     GEOID18
 AA1710  DYNAMIC HEIGHT  -          2.318 (meters)        7.61  (feet) COMP
 AA1710  MODELED GRAVITY -    978,966.9   (mgal)                       NAVD 88
 AA1710
 AA1710  VERT ORDER      -  FIRST     CLASS II
 AA1710
 AA1710.The horizontal coordinates were scaled from a map and have
 AA1710.an estimated accuracy of +/- 6 seconds.
 AA1710
 AA1710.The orthometric height was determined by differential leveling and
 AA1710.adjusted by the NATIONAL GEODETIC SURVEY
 AA1710.in May 1994.
 AA1710
 AA1710.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1710.GEOID18 height accuracy estimate available here.
 AA1710
 AA1710.Click photographs - Photos may exist for this station.
 AA1710
 AA1710.The dynamic height is computed by dividing the NAVD 88
 AA1710.geopotential number by the normal gravity value computed on the
 AA1710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1710.degrees latitude (g = 980.6199 gals.).
 AA1710
 AA1710.The modeled gravity was interpolated from observed gravity values.
 AA1710
 AA1710;                    North         East    Units  Estimated Accuracy
 AA1710;SPC FL E     -    41,480.      188,030.      MT  (+/- 180 meters Scaled)
 AA1710
 AA1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH880325(NAD 83)
 AA1710
 AA1710                          SUPERSEDED SURVEY CONTROL
 AA1710
 AA1710  NGVD 29 (09/01/92)    2.744  (m)            9.00   (f) ADJUSTED    1 2
 AA1710
 AA1710.Superseded values are not recommended for survey control.
 AA1710
 AA1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1710.See file dsdata.pdf to determine how the superseded data were derived.
 AA1710
 AA1710_MARKER: DD = SURVEY DISK
 AA1710_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1710_SP_SET: BOX
 AA1710_STAMPING: 4008 H 1987
 AA1710_MARK LOGO: NOS
 AA1710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1710+STABILITY: SURFACE MOTION
 AA1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1710+SATELLITE: SATELLITE OBSERVATIONS - 1987
 AA1710
 AA1710  HISTORY     - Date     Condition        Report By
 AA1710  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1710  HISTORY     - 20050616 GOOD             PB
 AA1710  HISTORY     - 20181003 MARK NOT FOUND   FLDEP
 AA1710
 AA1710                          STATION DESCRIPTION
 AA1710
 AA1710'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1710'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO SOUTHWEST ON
 AA1710'U.S. HIGHWAY 1 FOR 2.5 MI (4.0 KM) TO THE MARK.  LOCATED 77.0 FT
 AA1710'(23.5 M) EAST OF AN EXTENDED CENTERLINE OF A SERVICE ROAD TO KNIGHT
 AA1710'KEY MARINA, 29.3 FT (8.9 M) NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 AA1710'1, AT THE JUNCTION OF THE HIGHWAY AND A BIKE PATH, SET IN THE
 AA1710'NORTHEAST CORNER OF THE TOP OF A 6.3 FT (1.9 M) X 6.3 FT (1.9 M)
 AA1710'WATER MAIN LINE BOX AND IS 0.5 FT (0.2 M) BELOW THE ROAD.
 AA1710
 AA1710                          STATION RECOVERY (2005)
 AA1710
 AA1710'RECOVERY NOTE BY PBS&J 2005 (DWD)
 AA1710'RECOVERED IN GOOD CONDITION.
 AA1710
 AA1710                          STATION RECOVERY (2018)
 AA1710
 AA1710'RECOVERY NOTE BY FL DEPT OF ENV PRO 2018 (DLP)
 AA1710'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AA1710'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0292 ***********************************************************************
 AA0292  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0292  DESIGNATION -  872 4033 TIDAL 1
 AA0292  PID         -  AA0292
 AA0292  STATE/COUNTY-  FL/MONROE
 AA0292  COUNTRY     -  US
 AA0292  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0292
 AA0292                         *CURRENT SURVEY CONTROL
 AA0292  ______________________________________________________________________
 AA0292* NAD 83(1986) POSITION- 24 42 16.     (N) 081 09 20.     (W)   SCALED
 AA0292* NAVD 88 ORTHO HEIGHT -     0.770 (meters)        2.53  (feet) ADJUSTED
 AA0292  ______________________________________________________________________
 AA0292  GEOID HEIGHT    -        -22.228 (meters)                     GEOID18
 AA0292  DYNAMIC HEIGHT  -          0.769 (meters)        2.52  (feet) COMP
 AA0292  MODELED GRAVITY -    978,967.1   (mgal)                       NAVD 88
 AA0292
 AA0292  VERT ORDER      -  FIRST     CLASS II
 AA0292
 AA0292.The horizontal coordinates were scaled from a map and have
 AA0292.an estimated accuracy of +/- 6 seconds.
 AA0292
 AA0292.The orthometric height was determined by differential leveling and
 AA0292.adjusted by the NATIONAL GEODETIC SURVEY
 AA0292.in June 1991.
 AA0292
 AA0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0292.GEOID18 height accuracy estimate available here.
 AA0292
 AA0292.This Tidal Bench Mark is designated as VM 6311
 AA0292.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0292
 AA0292.This Tidal Bench Mark is designated as VM 6315
 AA0292.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0292
 AA0292.Click photographs - Photos may exist for this station.
 AA0292
 AA0292.The dynamic height is computed by dividing the NAVD 88
 AA0292.geopotential number by the normal gravity value computed on the
 AA0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0292.degrees latitude (g = 980.6199 gals.).
 AA0292
 AA0292.The modeled gravity was interpolated from observed gravity values.
 AA0292
 AA0292;                    North         East    Units  Estimated Accuracy
 AA0292;SPC FL E     -    41,110.      184,260.      MT  (+/- 180 meters Scaled)
 AA0292
 AA0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH842322(NAD 83)
 AA0292
 AA0292                          SUPERSEDED SURVEY CONTROL
 AA0292
 AA0292  NGVD 29 (??/??/92)    1.191  (m)            3.91   (f) SUPERSEDED  1 2
 AA0292  NGVD 29 (09/01/92)    1.191  (m)            3.91   (f) ADJUSTED    1 2
 AA0292
 AA0292.Superseded values are not recommended for survey control.
 AA0292
 AA0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0292.See file dsdata.pdf to determine how the superseded data were derived.
 AA0292
 AA0292_MARKER: DB = BENCH MARK DISK
 AA0292_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0292_SP_SET: PIER
 AA0292_STAMPING: 1 1935
 AA0292_MARK LOGO: CGS
 AA0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0292
 AA0292  HISTORY     - Date     Condition        Report By
 AA0292  HISTORY     - 1935     MONUMENTED       CGS
 AA0292  HISTORY     - 1966     GOOD             CGS
 AA0292  HISTORY     - 1978     GOOD             NGS
 AA0292  HISTORY     - 1982     GOOD             FLDNR
 AA0292
 AA0292                          STATION DESCRIPTION
 AA0292
 AA0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0292'4.8 MI SW FROM MARATHON.
 AA0292'ABOUT 4.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0292'OFFICE AT MARATHON, ON PIGEON KEY, UNDER THE SEVE MILE BRIDGE,
 AA0292'SET ON THE TOP OF THE NORTH CORNER OF THE CONCRETE BASE TO THE
 AA0292'THIRD PIER NORTHEAST OF THE PIER WHICH IS AT THE HIGH WATER
 AA0292'LINE, ALONG THE WEST SIDE OF THE KEY, 9 FEET SOUTHWEST OF THE
 AA0292'CENTER OF A SIDEWALK, 1/2 FOOT NORTH OF THE NORTH CORNER OF PIER
 AA0292'AND 1 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
 AA0292
 AA0292                          STATION RECOVERY (1978)
 AA0292
 AA0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0292'RECOVERED IN GOOD CONDITION.
 AA0292
 AA0292                          STATION RECOVERY (1982)
 AA0292
 AA0292'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0292'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0291 ***********************************************************************
 AA0291  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0291  DESIGNATION -  872 4033 TIDAL 3
 AA0291  PID         -  AA0291
 AA0291  STATE/COUNTY-  FL/MONROE
 AA0291  COUNTRY     -  US
 AA0291  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0291
 AA0291                         *CURRENT SURVEY CONTROL
 AA0291  ______________________________________________________________________
 AA0291* NAD 83(1986) POSITION- 24 42 16.     (N) 081 09 22.     (W)   SCALED
 AA0291* NAVD 88 ORTHO HEIGHT -     0.761 (meters)        2.50  (feet) ADJUSTED
 AA0291  ______________________________________________________________________
 AA0291  GEOID HEIGHT    -        -22.227 (meters)                     GEOID18
 AA0291  DYNAMIC HEIGHT  -          0.760 (meters)        2.49  (feet) COMP
 AA0291  MODELED GRAVITY -    978,967.1   (mgal)                       NAVD 88
 AA0291
 AA0291  VERT ORDER      -  FIRST     CLASS II
 AA0291
 AA0291.The horizontal coordinates were scaled from a map and have
 AA0291.an estimated accuracy of +/- 6 seconds.
 AA0291
 AA0291.The orthometric height was determined by differential leveling and
 AA0291.adjusted by the NATIONAL GEODETIC SURVEY
 AA0291.in June 1991.
 AA0291
 AA0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0291.GEOID18 height accuracy estimate available here.
 AA0291
 AA0291.This Tidal Bench Mark is designated as VM 6312
 AA0291.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0291
 AA0291.This Tidal Bench Mark is designated as VM 6316
 AA0291.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0291
 AA0291.Click photographs - Photos may exist for this station.
 AA0291
 AA0291.The dynamic height is computed by dividing the NAVD 88
 AA0291.geopotential number by the normal gravity value computed on the
 AA0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0291.degrees latitude (g = 980.6199 gals.).
 AA0291
 AA0291.The modeled gravity was interpolated from observed gravity values.
 AA0291
 AA0291;                    North         East    Units  Estimated Accuracy
 AA0291;SPC FL E     -    41,110.      184,200.      MT  (+/- 180 meters Scaled)
 AA0291
 AA0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH842322(NAD 83)
 AA0291
 AA0291                          SUPERSEDED SURVEY CONTROL
 AA0291
 AA0291  NGVD 29 (??/??/92)    1.182  (m)            3.88   (f) SUPERSEDED  1 2
 AA0291  NGVD 29 (09/01/92)    1.182  (m)            3.88   (f) ADJUSTED    1 2
 AA0291
 AA0291.Superseded values are not recommended for survey control.
 AA0291
 AA0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0291.See file dsdata.pdf to determine how the superseded data were derived.
 AA0291
 AA0291_MARKER: DB = BENCH MARK DISK
 AA0291_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0291_SP_SET: PIER
 AA0291_STAMPING: 3 1935
 AA0291_MARK LOGO: CGS
 AA0291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0291
 AA0291  HISTORY     - Date     Condition        Report By
 AA0291  HISTORY     - 1935     MONUMENTED       CGS
 AA0291  HISTORY     - 1966     GOOD             CGS
 AA0291  HISTORY     - 1978     GOOD             NGS
 AA0291  HISTORY     - 1982     GOOD             FLDNR
 AA0291
 AA0291                          STATION DESCRIPTION
 AA0291
 AA0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0291'4.8 MI SW FROM MARATHON.
 AA0291'ABOUT 4.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0291'OFFICE AT MARATHON, ON PIGEON KEY, NEAR THE HIGH WATER LINE,
 AA0291'ALONG THE SOUTHWEST SIDE OF THE KEY, SET ON THE TOP OF THE
 AA0291'NORTH CORNER OF A CONCRETE PIER UNDER SEVEN MILE BRIDGE, ABOUT
 AA0291'6 FEET NORTHEAST OF THE EXTENDED CENTER LINE OF THE RAMP LEADING
 AA0291'FROM THE BRIDGE TO THE KEY AND ABOUT 2 FEET ABOVE THE LEVEL
 AA0291'OF THE GROUND.
 AA0291
 AA0291                          STATION RECOVERY (1978)
 AA0291
 AA0291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0291'RECOVERED IN GOOD CONDITION.
 AA0291
 AA0291                          STATION RECOVERY (1982)
 AA0291
 AA0291'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0291'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0959 ***********************************************************************
 AA0959  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0959  DESIGNATION -  872 4093 E TIDAL
 AA0959  PID         -  AA0959
 AA0959  STATE/COUNTY-  FL/MONROE
 AA0959  COUNTRY     -  US
 AA0959  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0959
 AA0959                         *CURRENT SURVEY CONTROL
 AA0959  ______________________________________________________________________
 AA0959* NAD 83(1986) POSITION- 24 40 56.8    (N) 081 13 46.3    (W)   HD_HELD2
 AA0959* NAVD 88 ORTHO HEIGHT -     0.637 (meters)        2.09  (feet) ADJUSTED
 AA0959  ______________________________________________________________________
 AA0959  GEOID HEIGHT    -        -22.095 (meters)                     GEOID18
 AA0959  DYNAMIC HEIGHT  -          0.636 (meters)        2.09  (feet) COMP
 AA0959  MODELED GRAVITY -    978,966.4   (mgal)                       NAVD 88
 AA0959
 AA0959  VERT ORDER      -  SECOND    CLASS I
 AA0959
 AA0959.The horizontal coordinates were established by autonomous hand held GPS
 AA0959.observations and have an estimated accuracy of +/- 10 meters.
 AA0959
 AA0959.The orthometric height was determined by differential leveling and
 AA0959.adjusted by the NATIONAL GEODETIC SURVEY
 AA0959.in June 1991.
 AA0959
 AA0959.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0959.GEOID18 height accuracy estimate available here.
 AA0959
 AA0959.This Tidal Bench Mark is designated as VM 6325
 AA0959.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0959
 AA0959.Click photographs - Photos may exist for this station.
 AA0959
 AA0959.The dynamic height is computed by dividing the NAVD 88
 AA0959.geopotential number by the normal gravity value computed on the
 AA0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0959.degrees latitude (g = 980.6199 gals.).
 AA0959
 AA0959.The modeled gravity was interpolated from observed gravity values.
 AA0959
 AA0959;                    North         East    Units  Estimated Accuracy
 AA0959;SPC FL E     -    38,687.      176,771.      MT  (+/- 10 meters HH2 GPS)
 AA0959
 AA0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH7677929805(NAD 83)
 AA0959
 AA0959                          SUPERSEDED SURVEY CONTROL
 AA0959
 AA0959.No superseded survey control is available for this station.
 AA0959
 AA0959_MARKER: DJ = TIDAL STATION DISK
 AA0959_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0959_SP_SET: BULKHEAD
 AA0959_STAMPING: 4093 E 1982
 AA0959_MARK LOGO: NOS
 AA0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0959+STABILITY: SURFACE MOTION
 AA0959
 AA0959  HISTORY     - Date     Condition        Report By
 AA0959  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0959
 AA0959                          STATION DESCRIPTION
 AA0959
 AA0959'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0959'7 MI WEST FROM MARATHON.
 AA0959'IN MARATHON,
 AA0959'GO TO THE WEST END OF THE SEVENMILE BRIDGE.  THE
 AA0959'MARK IS SET FLUSH IN THE CONCRETE BULKHEAD FOR A BOAT RAMP.
 AA0959'THE MARK BEARS ABOUT 80 YARDS WEST OF THE WEST END OF THE
 AA0959'BRIDGE, 13.8 FEET WEST OF THE CENTERLINE OF THE BOAT RAMP,
 AA0959'50.7 FEET SOUTH OF THE NORTH END OF A SMALL PIER, 29.2 FEET
 AA0959'NORTH OF THE SOUTH END OF THE BULKHEAD.  THE MARK IS ON THE
 AA0959'NORTH SIDE OF U.S. HIGHWAY 1.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0960 ***********************************************************************
 AA0960  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0960  DESIGNATION -  872 4093 F TIDAL
 AA0960  PID         -  AA0960
 AA0960  STATE/COUNTY-  FL/MONROE
 AA0960  COUNTRY     -  US
 AA0960  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0960
 AA0960                         *CURRENT SURVEY CONTROL
 AA0960  ______________________________________________________________________
 AA0960* NAD 83(1986) POSITION- 24 40 57.08   (N) 081 13 45.66   (W)   HD_HELD1
 AA0960* NAVD 88 ORTHO HEIGHT -     0.410 (meters)        1.35  (feet) ADJUSTED
 AA0960  ______________________________________________________________________
 AA0960  GEOID HEIGHT    -        -22.095 (meters)                     GEOID18
 AA0960  DYNAMIC HEIGHT  -          0.409 (meters)        1.34  (feet) COMP
 AA0960  MODELED GRAVITY -    978,966.4   (mgal)                       NAVD 88
 AA0960
 AA0960  VERT ORDER      -  SECOND    CLASS I
 AA0960
 AA0960.The horizontal coordinates were determined by differentially corrected
 AA0960.hand held GPS observations or other comparable positioning techniques
 AA0960.and have an estimated accuracy of +/- 3 meters.
 AA0960
 AA0960.The orthometric height was determined by differential leveling and
 AA0960.adjusted by the NATIONAL GEODETIC SURVEY
 AA0960.in June 1991.
 AA0960
 AA0960.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0960.GEOID18 height accuracy estimate available here.
 AA0960
 AA0960.This Tidal Bench Mark is designated as VM 6326
 AA0960.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0960
 AA0960.Click photographs - Photos may exist for this station.
 AA0960
 AA0960.The dynamic height is computed by dividing the NAVD 88
 AA0960.geopotential number by the normal gravity value computed on the
 AA0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0960.degrees latitude (g = 980.6199 gals.).
 AA0960
 AA0960.The modeled gravity was interpolated from observed gravity values.
 AA0960
 AA0960;                    North         East    Units  Estimated Accuracy
 AA0960;SPC FL E     -    38,695.2     176,789.3     MT  (+/- 3 meters HH1 GPS) 
 AA0960
 AA0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH7679729814(NAD 83)
 AA0960
 AA0960                          SUPERSEDED SURVEY CONTROL
 AA0960
 AA0960.No superseded survey control is available for this station.
 AA0960
 AA0960_MARKER: DJ = TIDAL STATION DISK
 AA0960_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0960_SP_SET: SEAWALL
 AA0960_STAMPING: 4093 F 1982
 AA0960_MARK LOGO: NOS
 AA0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0960+STABILITY: SURFACE MOTION
 AA0960
 AA0960  HISTORY     - Date     Condition        Report By
 AA0960  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0960
 AA0960                          STATION DESCRIPTION
 AA0960
 AA0960'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0960'7 MI WEST FROM MARATHON.
 AA0960'IN MARATHON,
 AA0960'GO TO THE WEST END OF THE SEVENMILE BRIDGE.  THE
 AA0960'MARK IS SET FLUSH IN THE CONCRETE SEAWALL, ABOUT 60 YARDS
 AA0960'WEST OF THE WEST END OF THE BRIDGE.  THE MARK BEARS 54.0
 AA0960'FEET EAST OF THE CENTERLINE OF A BOAT RAMP, 127.0 FEET WEST
 AA0960'OF THE END OF THE SEAWALL AND 67.8 FEET EAST OF BENCH MARK
 AA0960'4093 E 1982.  THE MARK IS ON THE NORTH SIDE OF U.S. HIGHWAY
 AA0960'1.
 AA0960'THE MARK IS 1 FT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0958 ***********************************************************************
 AA0958  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0958  DESIGNATION -  872 4093 G TIDAL
 AA0958  PID         -  AA0958
 AA0958  STATE/COUNTY-  FL/MONROE
 AA0958  COUNTRY     -  US
 AA0958  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0958
 AA0958                         *CURRENT SURVEY CONTROL
 AA0958  ______________________________________________________________________
 AA0958* NAD 83(1986) POSITION- 24 40 56.     (N) 081 13 41.     (W)   SCALED
 AA0958* NAVD 88 ORTHO HEIGHT -     6.093 (meters)       19.99  (feet) ADJUSTED
 AA0958  ______________________________________________________________________
 AA0958  GEOID HEIGHT    -        -22.098 (meters)                     GEOID18
 AA0958  DYNAMIC HEIGHT  -          6.082 (meters)       19.95  (feet) COMP
 AA0958  MODELED GRAVITY -    978,966.4   (mgal)                       NAVD 88
 AA0958
 AA0958  VERT ORDER      -  FIRST     CLASS II
 AA0958
 AA0958.The horizontal coordinates were scaled from a map and have
 AA0958.an estimated accuracy of +/- 6 seconds.
 AA0958
 AA0958.The orthometric height was determined by differential leveling and
 AA0958.adjusted by the NATIONAL GEODETIC SURVEY
 AA0958.in May 1994.
 AA0958
 AA0958.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0958.GEOID18 height accuracy estimate available here.
 AA0958
 AA0958.This Tidal Bench Mark is designated as VM 6327
 AA0958.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0958
 AA0958.Click photographs - Photos may exist for this station.
 AA0958
 AA0958.The dynamic height is computed by dividing the NAVD 88
 AA0958.geopotential number by the normal gravity value computed on the
 AA0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0958.degrees latitude (g = 980.6199 gals.).
 AA0958
 AA0958.The modeled gravity was interpolated from observed gravity values.
 AA0958
 AA0958;                    North         East    Units  Estimated Accuracy
 AA0958;SPC FL E     -    38,660.      176,920.      MT  (+/- 180 meters Scaled)
 AA0958
 AA0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH769297(NAD 83)
 AA0958
 AA0958                          SUPERSEDED SURVEY CONTROL
 AA0958
 AA0958  NAVD 88 (06/15/91)    6.094  (m)           19.99   (f) SUPERSEDED  1 2
 AA0958  NGVD 29 (09/01/92)    6.512  (m)           21.36   (f) ADJUSTED    1 2
 AA0958
 AA0958.Superseded values are not recommended for survey control.
 AA0958
 AA0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0958.See file dsdata.pdf to determine how the superseded data were derived.
 AA0958
 AA0958_MARKER: DB = BENCH MARK DISK
 AA0958_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0958_SP_SET: CONCRETE GUARD RAIL OF BRIDGE
 AA0958_STAMPING: 4093 G
 AA0958_MARK LOGO: FLDT
 AA0958_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0958_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0958+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1990
 AA0958
 AA0958  HISTORY     - Date     Condition        Report By
 AA0958  HISTORY     - UNK      MONUMENTED       FLDT
 AA0958  HISTORY     - 1982     GOOD             FLDNR
 AA0958  HISTORY     - 19901101 GOOD             FLDNR
 AA0958
 AA0958                          STATION DESCRIPTION
 AA0958
 AA0958'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0958'9.6 MI SW FROM MARATHON.
 AA0958'IN MARATHON,
 AA0958'GO TO THE WEST END OF THE NEW SEVENMILE BRIDGE.
 AA0958'THE MARK IS SET IN THE TOP OF THE SOUTHWEST CONCRETE GUARDRAIL.
 AA0958'THE MARK BEARS 19.7 FEET SOUTH OF THE CENTERLINE OF THE BRIDGE
 AA0958'AND 7.0 FEET EAST OF THE SOUTHWEST CORNER OF THE GUARDRAIL.
 AA0958'THE MARK IS 2.8 FT ABOVE ROAD.
 AA0958
 AA0958                          STATION RECOVERY (1990)
 AA0958
 AA0958'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0958'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0279 ***********************************************************************
 AA0279  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0279  DESIGNATION -  872 4093 TIDAL 1
 AA0279  PID         -  AA0279
 AA0279  STATE/COUNTY-  FL/MONROE
 AA0279  COUNTRY     -  US
 AA0279  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0279
 AA0279                         *CURRENT SURVEY CONTROL
 AA0279  ______________________________________________________________________
 AA0279* NAD 83(1986) POSITION- 24 40 56.69   (N) 081 13 42.09   (W)   HD_HELD1
 AA0279* NAVD 88 ORTHO HEIGHT -     4.651 (meters)       15.26  (feet) ADJUSTED
 AA0279  ______________________________________________________________________
 AA0279  GEOID HEIGHT    -        -22.097 (meters)                     GEOID18
 AA0279  DYNAMIC HEIGHT  -          4.643 (meters)       15.23  (feet) COMP
 AA0279  MODELED GRAVITY -    978,966.4   (mgal)                       NAVD 88
 AA0279
 AA0279  VERT ORDER      -  FIRST     CLASS II
 AA0279
 AA0279.The horizontal coordinates were determined by differentially corrected
 AA0279.hand held GPS observations or other comparable positioning techniques
 AA0279.and have an estimated accuracy of +/- 3 meters.
 AA0279
 AA0279.The orthometric height was determined by differential leveling and
 AA0279.adjusted by the NATIONAL GEODETIC SURVEY
 AA0279.in June 1991.
 AA0279
 AA0279.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0279.GEOID18 height accuracy estimate available here.
 AA0279
 AA0279.This Tidal Bench Mark is designated as VM 6331
 AA0279.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0279
 AA0279.Click photographs - Photos may exist for this station.
 AA0279
 AA0279.The dynamic height is computed by dividing the NAVD 88
 AA0279.geopotential number by the normal gravity value computed on the
 AA0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0279.degrees latitude (g = 980.6199 gals.).
 AA0279
 AA0279.The modeled gravity was interpolated from observed gravity values.
 AA0279
 AA0279;                    North         East    Units  Estimated Accuracy
 AA0279;SPC FL E     -    38,683.1     176,889.6     MT  (+/- 3 meters HH1 GPS) 
 AA0279
 AA0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH7689729801(NAD 83)
 AA0279
 AA0279                          SUPERSEDED SURVEY CONTROL
 AA0279
 AA0279  NGVD 29 (??/??/92)    5.070  (m)           16.63   (f) SUPERSEDED  1 2
 AA0279  NGVD 29 (09/01/92)    5.070  (m)           16.63   (f) ADJUSTED    1 2
 AA0279
 AA0279.Superseded values are not recommended for survey control.
 AA0279
 AA0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0279.See file dsdata.pdf to determine how the superseded data were derived.
 AA0279
 AA0279_MARKER: DB = BENCH MARK DISK
 AA0279_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0279_SP_SET: BRIDGE
 AA0279_STAMPING: NO 1
 AA0279_MARK LOGO: CGS
 AA0279_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0279
 AA0279  HISTORY     - Date     Condition        Report By
 AA0279  HISTORY     - UNK      MONUMENTED       CGS
 AA0279  HISTORY     - 1966     GOOD             CGS
 AA0279  HISTORY     - 1978     GOOD             NGS
 AA0279  HISTORY     - 1982     GOOD             FLDNR
 AA0279  HISTORY     - 20160218 GOOD             INDIV
 AA0279
 AA0279                          STATION DESCRIPTION
 AA0279
 AA0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0279'9.6 MI SW FROM MARATHON.
 AA0279'ABOUT 9.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0279'OFFICE AT MARATHON, ON LITTLE DUCK KEY, SET ON THE TOP OF THE
 AA0279'SOUTH CONCRETE WING WALL AT THE WEST END OF THE SEVEN MILE
 AA0279'BRIDGE, 15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND
 AA0279'2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0279
 AA0279                          STATION RECOVERY (1978)
 AA0279
 AA0279'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0279'RECOVERED IN GOOD CONDITION.
 AA0279
 AA0279                          STATION RECOVERY (1982)
 AA0279
 AA0279'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0279'RECOVERED IN GOOD CONDITION.
 AA0279
 AA0279                          STATION RECOVERY (2016)
 AA0279
 AA0279'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JKG)
 AA0279'THE MARK IS ON THE SOUTH WING WALL AT THE WEST END OF THE OLD SEVEN
 AA0279'MILE BRIDGE.  THE CURRENT SEVEN MILE BRIDGE IS DIRECTLY SOUTH OF THE
 AA0279'OLD BRIDGE.  THE WING WALL IS LOCATED BETWEEN THE OLD AND NEW BRIDGES
 AA0279'AND IS STILL ACCESSIBLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0955 ***********************************************************************
 AA0955  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0955  DESIGNATION -  872 4099 D TIDAL FLDT
 AA0955  PID         -  AA0955
 AA0955  STATE/COUNTY-  FL/MONROE
 AA0955  COUNTRY     -  US
 AA0955  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0955
 AA0955                         *CURRENT SURVEY CONTROL
 AA0955  ______________________________________________________________________
 AA0955* NAD 83(1986) POSITION- 24 40 47.     (N) 081 14 03.     (W)   SCALED
 AA0955* NAVD 88 ORTHO HEIGHT -     5.079 (meters)       16.66  (feet) ADJUSTED
 AA0955  ______________________________________________________________________
 AA0955  GEOID HEIGHT    -        -22.088 (meters)                     GEOID18
 AA0955  DYNAMIC HEIGHT  -          5.071 (meters)       16.64  (feet) COMP
 AA0955  MODELED GRAVITY -    978,966.3   (mgal)                       NAVD 88
 AA0955
 AA0955  VERT ORDER      -  SECOND    CLASS I
 AA0955
 AA0955.The horizontal coordinates were scaled from a map and have
 AA0955.an estimated accuracy of +/- 6 seconds.
 AA0955
 AA0955.The orthometric height was determined by differential leveling and
 AA0955.adjusted by the NATIONAL GEODETIC SURVEY
 AA0955.in June 1991.
 AA0955
 AA0955.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0955.GEOID18 height accuracy estimate available here.
 AA0955
 AA0955.This Tidal Bench Mark is designated as VM 6345
 AA0955.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0955
 AA0955.Click photographs - Photos may exist for this station.
 AA0955
 AA0955.The dynamic height is computed by dividing the NAVD 88
 AA0955.geopotential number by the normal gravity value computed on the
 AA0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0955.degrees latitude (g = 980.6199 gals.).
 AA0955
 AA0955.The modeled gravity was interpolated from observed gravity values.
 AA0955
 AA0955;                    North         East    Units  Estimated Accuracy
 AA0955;SPC FL E     -    38,390.      176,300.      MT  (+/- 180 meters Scaled)
 AA0955
 AA0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH763295(NAD 83)
 AA0955
 AA0955                          SUPERSEDED SURVEY CONTROL
 AA0955
 AA0955.No superseded survey control is available for this station.
 AA0955
 AA0955_MARKER: DB = BENCH MARK DISK
 AA0955_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0955_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0955_STAMPING: 4099 D
 AA0955_MARK LOGO: FLDT
 AA0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0955
 AA0955  HISTORY     - Date     Condition        Report By
 AA0955  HISTORY     - UNK      MONUMENTED       FLDT
 AA0955  HISTORY     - 1982     GOOD             FLDNR
 AA0955  HISTORY     - 1986     GOOD             FLDNR
 AA0955
 AA0955                          STATION DESCRIPTION
 AA0955
 AA0955'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0955'10.1 MI SW FROM MARATHON.
 AA0955'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.1 MILES
 AA0955'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER MISSOURI
 AA0955'LITTLE DUCK CHANNEL AND THE MARK.  THE MARK IS SET IN
 AA0955'THE GUARDRAIL AT THE NORTHEAST END OF THE BRIDGE, 23.35
 AA0955'FEET NORTHWEST OF THE CENTERLINE OF U.S. 1, 10.5 FEET
 AA0955'SOUTHWEST OF THE NORTHEAST END OF THE GUARDRAIL, AND
 AA0955'0.5 FOOT NORTHEAST OF THE ABUTMENT.
 AA0955'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0955
 AA0955                          STATION RECOVERY (1986)
 AA0955
 AA0955'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0955'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0954 ***********************************************************************
 AA0954  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0954  DESIGNATION -  872 4099 E TIDAL FLDT
 AA0954  PID         -  AA0954
 AA0954  STATE/COUNTY-  FL/MONROE
 AA0954  COUNTRY     -  US
 AA0954  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0954
 AA0954                         *CURRENT SURVEY CONTROL
 AA0954  ______________________________________________________________________
 AA0954* NAD 83(1986) POSITION- 24 40 42.     (N) 081 14 11.     (W)   SCALED
 AA0954* NAVD 88 ORTHO HEIGHT -     5.079 (meters)       16.66  (feet) ADJUSTED
 AA0954  ______________________________________________________________________
 AA0954  GEOID HEIGHT    -        -22.086 (meters)                     GEOID18
 AA0954  DYNAMIC HEIGHT  -          5.071 (meters)       16.64  (feet) COMP
 AA0954  MODELED GRAVITY -    978,966.2   (mgal)                       NAVD 88
 AA0954
 AA0954  VERT ORDER      -  SECOND    CLASS I
 AA0954
 AA0954.The horizontal coordinates were scaled from a map and have
 AA0954.an estimated accuracy of +/- 6 seconds.
 AA0954
 AA0954.The orthometric height was determined by differential leveling and
 AA0954.adjusted by the NATIONAL GEODETIC SURVEY
 AA0954.in June 1991.
 AA0954
 AA0954.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0954.GEOID18 height accuracy estimate available here.
 AA0954
 AA0954.This Tidal Bench Mark is designated as VM 6346
 AA0954.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0954
 AA0954.Click photographs - Photos may exist for this station.
 AA0954
 AA0954.The dynamic height is computed by dividing the NAVD 88
 AA0954.geopotential number by the normal gravity value computed on the
 AA0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0954.degrees latitude (g = 980.6199 gals.).
 AA0954
 AA0954.The modeled gravity was interpolated from observed gravity values.
 AA0954
 AA0954;                    North         East    Units  Estimated Accuracy
 AA0954;SPC FL E     -    38,230.      176,080.      MT  (+/- 180 meters Scaled)
 AA0954
 AA0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH760293(NAD 83)
 AA0954
 AA0954                          SUPERSEDED SURVEY CONTROL
 AA0954
 AA0954.No superseded survey control is available for this station.
 AA0954
 AA0954_MARKER: DB = BENCH MARK DISK
 AA0954_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0954_SP_SET: CONCRETE GUARDRAIL
 AA0954_STAMPING: 4099 E
 AA0954_MARK LOGO: FLDT
 AA0954_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0954
 AA0954  HISTORY     - Date     Condition        Report By
 AA0954  HISTORY     - UNK      MONUMENTED       FLDT
 AA0954  HISTORY     - 1982     GOOD             FLDNR
 AA0954  HISTORY     - 1986     GOOD             FLDNR
 AA0954
 AA0954                          STATION DESCRIPTION
 AA0954
 AA0954'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0954'10.1 MI SW FROM MARATHON.
 AA0954'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.1 MILES
 AA0954'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER MISSOURI
 AA0954'LITTLE DUCK CHANNEL AND THE VICINITY OF THE MARK.  THE
 AA0954'MARK IS SET IN THE TOP OF THE GUARDRAIL AT THE SOUTHWEST
 AA0954'END OF THE BRIDGE, 23.3 FEET SOUTHEAST OF THE CENTERLINE
 AA0954'OF U.S. 1, 10.5 FEET NORTHEAST OF THE SOUTHWEST END OF THE
 AA0954'GUARDRAIL, AND 0.6 FOOT SOUTHWEST OF THE ABUTMENT.
 AA0954'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0954
 AA0954                          STATION RECOVERY (1986)
 AA0954
 AA0954'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0954'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0953 ***********************************************************************
 AA0953  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0953  DESIGNATION -  872 4099 F TIDAL
 AA0953  PID         -  AA0953
 AA0953  STATE/COUNTY-  FL/MONROE
 AA0953  COUNTRY     -  US
 AA0953  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0953
 AA0953                         *CURRENT SURVEY CONTROL
 AA0953  ______________________________________________________________________
 AA0953* NAD 83(1986) POSITION- 24 40 42.     (N) 081 14 11.     (W)   SCALED
 AA0953* NAVD 88 ORTHO HEIGHT -     4.258 (meters)       13.97  (feet) ADJUSTED
 AA0953  ______________________________________________________________________
 AA0953  GEOID HEIGHT    -        -22.086 (meters)                     GEOID18
 AA0953  DYNAMIC HEIGHT  -          4.251 (meters)       13.95  (feet) COMP
 AA0953  MODELED GRAVITY -    978,966.2   (mgal)                       NAVD 88
 AA0953
 AA0953  VERT ORDER      -  SECOND    CLASS I
 AA0953
 AA0953.The horizontal coordinates were scaled from a map and have
 AA0953.an estimated accuracy of +/- 6 seconds.
 AA0953
 AA0953.The orthometric height was determined by differential leveling and
 AA0953.adjusted by the NATIONAL GEODETIC SURVEY
 AA0953.in June 1991.
 AA0953
 AA0953.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0953.GEOID18 height accuracy estimate available here.
 AA0953
 AA0953.This Tidal Bench Mark is designated as VM 6347
 AA0953.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0953
 AA0953.Click photographs - Photos may exist for this station.
 AA0953
 AA0953.The dynamic height is computed by dividing the NAVD 88
 AA0953.geopotential number by the normal gravity value computed on the
 AA0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0953.degrees latitude (g = 980.6199 gals.).
 AA0953
 AA0953.The modeled gravity was interpolated from observed gravity values.
 AA0953
 AA0953;                    North         East    Units  Estimated Accuracy
 AA0953;SPC FL E     -    38,230.      176,080.      MT  (+/- 180 meters Scaled)
 AA0953
 AA0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH760293(NAD 83)
 AA0953
 AA0953                          SUPERSEDED SURVEY CONTROL
 AA0953
 AA0953.No superseded survey control is available for this station.
 AA0953
 AA0953_MARKER: DJ = TIDAL STATION DISK
 AA0953_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0953_SP_SET: BRIDGE CHEEKWALL
 AA0953_STAMPING: 4099 F 1982
 AA0953_MARK LOGO: NOS
 AA0953_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0953+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2003
 AA0953
 AA0953  HISTORY     - Date     Condition        Report By
 AA0953  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0953  HISTORY     - 20030224 GOOD             USPSQD
 AA0953
 AA0953                          STATION DESCRIPTION
 AA0953
 AA0953'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0953'10.1 MI SW FROM MARATHON.
 AA0953'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.1 MILES
 AA0953'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER MISSOURI
 AA0953'LITTLE DUCK CHANNEL AND THE VICINITY OF THE MARK.  THE
 AA0953'MARK IS SET IN THE BRIDGE CHEEKWALL AT THE SOUTHWEST END
 AA0953'OF THE BRIDGE, 25.5 FEET NORTHWEST OF THE CENTERLINE OF
 AA0953'THE HIGHWAY, 2.8 FEET SOUTHEAST OF THE NORTHWEST EDGE
 AA0953'OF THE CHEEKWALL AND 41.4 FEET SOUTHWEST OF A METAL GUARD
 AA0953'FOR THE AQUEDUCT.
 AA0953'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AA0953
 AA0953                          STATION RECOVERY (2003)
 AA0953
 AA0953'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS)
 AA0953'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0956 ***********************************************************************
 AA0956  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0956  DESIGNATION -  872 4099 TIDAL 2
 AA0956  PID         -  AA0956
 AA0956  STATE/COUNTY-  FL/MONROE
 AA0956  COUNTRY     -  US
 AA0956  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0956
 AA0956                         *CURRENT SURVEY CONTROL
 AA0956  ______________________________________________________________________
 AA0956* NAD 83(1986) POSITION- 24 40 47.     (N) 081 14 03.     (W)   SCALED
 AA0956* NAVD 88 ORTHO HEIGHT -     2.699 (meters)        8.86  (feet) ADJUSTED
 AA0956  ______________________________________________________________________
 AA0956  GEOID HEIGHT    -        -22.088 (meters)                     GEOID18
 AA0956  DYNAMIC HEIGHT  -          2.694 (meters)        8.84  (feet) COMP
 AA0956  MODELED GRAVITY -    978,966.3   (mgal)                       NAVD 88
 AA0956
 AA0956  VERT ORDER      -  SECOND    CLASS I
 AA0956
 AA0956.The horizontal coordinates were scaled from a map and have
 AA0956.an estimated accuracy of +/- 6 seconds.
 AA0956
 AA0956.The orthometric height was determined by differential leveling and
 AA0956.adjusted by the NATIONAL GEODETIC SURVEY
 AA0956.in June 1991.
 AA0956
 AA0956.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0956.GEOID18 height accuracy estimate available here.
 AA0956
 AA0956.This Tidal Bench Mark is designated as VM 6343
 AA0956.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0956
 AA0956.Click photographs - Photos may exist for this station.
 AA0956
 AA0956.The dynamic height is computed by dividing the NAVD 88
 AA0956.geopotential number by the normal gravity value computed on the
 AA0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0956.degrees latitude (g = 980.6199 gals.).
 AA0956
 AA0956.The modeled gravity was interpolated from observed gravity values.
 AA0956
 AA0956;                    North         East    Units  Estimated Accuracy
 AA0956;SPC FL E     -    38,390.      176,300.      MT  (+/- 180 meters Scaled)
 AA0956
 AA0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH763295(NAD 83)
 AA0956
 AA0956                          SUPERSEDED SURVEY CONTROL
 AA0956
 AA0956.No superseded survey control is available for this station.
 AA0956
 AA0956_MARKER: DJ = TIDAL STATION DISK
 AA0956_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0956_SP_SET: WINGWALL
 AA0956_STAMPING: NO 2 1975
 AA0956_MARK LOGO: NOS
 AA0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0956+STABILITY: SURFACE MOTION
 AA0956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0956+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2003
 AA0956
 AA0956  HISTORY     - Date     Condition        Report By
 AA0956  HISTORY     - 1975     MONUMENTED       NOS
 AA0956  HISTORY     - 1982     GOOD             FLDNR
 AA0956  HISTORY     - 20030224 GOOD             USPSQD
 AA0956
 AA0956                          STATION DESCRIPTION
 AA0956
 AA0956'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0956'10.1 MI SW FROM MARATHON.
 AA0956'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.1 MILES
 AA0956'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER MISSOURI
 AA0956'LITTLE DUCK CHANNEL AND THE VICINITY OF THE MARK.  THE
 AA0956'MARK IS SET IN THE SOUTHEAST CONCRETE WINGWALL OF THE
 AA0956'OLD HIGHWAY BRIDGE, NOW USED AS A FISHING PIER, 15.0
 AA0956'FEET SOUTHEAST OF THE CENTERLINE OF THE OLD BRIDGE, AND
 AA0956'4.5 FEET SOUTHEAAST OF THE NORTHEAST ABUTMENT.
 AA0956'THE MARK IS 3 FT BELOW OLD BRIDGE.
 AA0956
 AA0956                          STATION RECOVERY (2003)
 AA0956
 AA0956'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS)
 AA0956'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0957 ***********************************************************************
 AA0957  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0957  DESIGNATION -  872 4099 TIDAL 3
 AA0957  PID         -  AA0957
 AA0957  STATE/COUNTY-  FL/MONROE
 AA0957  COUNTRY     -  US
 AA0957  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0957
 AA0957                         *CURRENT SURVEY CONTROL
 AA0957  ______________________________________________________________________
 AA0957* NAD 83(1986) POSITION- 24 40 47.     (N) 081 14 03.     (W)   SCALED
 AA0957* NAVD 88 ORTHO HEIGHT -     3.454 (meters)       11.33  (feet) ADJUSTED
 AA0957  ______________________________________________________________________
 AA0957  GEOID HEIGHT    -        -22.088 (meters)                     GEOID18
 AA0957  DYNAMIC HEIGHT  -          3.448 (meters)       11.31  (feet) COMP
 AA0957  MODELED GRAVITY -    978,966.3   (mgal)                       NAVD 88
 AA0957
 AA0957  VERT ORDER      -  FIRST     CLASS II
 AA0957
 AA0957.The horizontal coordinates were scaled from a map and have
 AA0957.an estimated accuracy of +/- 6 seconds.
 AA0957
 AA0957.The orthometric height was determined by differential leveling and
 AA0957.adjusted by the NATIONAL GEODETIC SURVEY
 AA0957.in May 1994.
 AA0957
 AA0957.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0957.GEOID18 height accuracy estimate available here.
 AA0957
 AA0957.This Tidal Bench Mark is designated as VM 6344
 AA0957.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0957
 AA0957.Click photographs - Photos may exist for this station.
 AA0957
 AA0957.The dynamic height is computed by dividing the NAVD 88
 AA0957.geopotential number by the normal gravity value computed on the
 AA0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0957.degrees latitude (g = 980.6199 gals.).
 AA0957
 AA0957.The modeled gravity was interpolated from observed gravity values.
 AA0957
 AA0957;                    North         East    Units  Estimated Accuracy
 AA0957;SPC FL E     -    38,390.      176,300.      MT  (+/- 180 meters Scaled)
 AA0957
 AA0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH763295(NAD 83)
 AA0957
 AA0957                          SUPERSEDED SURVEY CONTROL
 AA0957
 AA0957  NAVD 88 (06/15/91)    3.462  (m)           11.36   (f) SUPERSEDED  1 2
 AA0957  NGVD 29 (09/01/92)    3.873  (m)           12.71   (f) ADJUSTED    1 2
 AA0957
 AA0957.Superseded values are not recommended for survey control.
 AA0957
 AA0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0957.See file dsdata.pdf to determine how the superseded data were derived.
 AA0957
 AA0957_MARKER: DJ = TIDAL STATION DISK
 AA0957_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0957_SP_SET: BRIDGE CURB
 AA0957_STAMPING: NO 3 1975
 AA0957_MARK LOGO: NOS
 AA0957_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0957+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1990
 AA0957
 AA0957  HISTORY     - Date     Condition        Report By
 AA0957  HISTORY     - 1975     MONUMENTED       NOS
 AA0957  HISTORY     - 1982     GOOD             FLDNR
 AA0957  HISTORY     - 19901101 GOOD             FLDNR
 AA0957
 AA0957                          STATION DESCRIPTION
 AA0957
 AA0957'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0957'10.1 MI SW FROM MARATHON.
 AA0957'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.1 MILES
 AA0957'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER MISSOURI
 AA0957'LITTLE DUCK CHANNEL AND THE MARK.  THE MARK IS SET IN THE
 AA0957'TOP OF THE CURB AT THE NORTHEAST END OF THE OLD HIGHWAY
 AA0957'BRIDGE, NOW USED AS A FISHING PIER, 11.0 FEET NORTHWEST
 AA0957'OF THE CENTERLINE OF THE OLD BRIDGE, AND 18.0 FEET
 AA0957'NORTHEAST OF THE SOUTH END OF THE WINGWALL ON THE
 AA0957'NORTHWEST SIDE OF THE BRIDGE.
 AA0957'THE MARK IS 0.5 FT ABOVE OLD BRIDGE.
 AA0957
 AA0957                          STATION RECOVERY (1990)
 AA0957
 AA0957'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0957'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0949 ***********************************************************************
 AA0949  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0949  DESIGNATION -  872 4107 E TIDAL FLDT
 AA0949  PID         -  AA0949
 AA0949  STATE/COUNTY-  FL/MONROE
 AA0949  COUNTRY     -  US
 AA0949  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0949
 AA0949                         *CURRENT SURVEY CONTROL
 AA0949  ______________________________________________________________________
 AA0949* NAD 83(1986) POSITION- 24 40 26.     (N) 081 14 35.     (W)   SCALED
 AA0949* NAVD 88 ORTHO HEIGHT -     5.093 (meters)       16.71  (feet) ADJUSTED
 AA0949  ______________________________________________________________________
 AA0949  GEOID HEIGHT    -        -22.078 (meters)                     GEOID18
 AA0949  DYNAMIC HEIGHT  -          5.085 (meters)       16.68  (feet) COMP
 AA0949  MODELED GRAVITY -    978,966.0   (mgal)                       NAVD 88
 AA0949
 AA0949  VERT ORDER      -  SECOND    CLASS I
 AA0949
 AA0949.The horizontal coordinates were scaled from a map and have
 AA0949.an estimated accuracy of +/- 6 seconds.
 AA0949
 AA0949.The orthometric height was determined by differential leveling and
 AA0949.adjusted by the NATIONAL GEODETIC SURVEY
 AA0949.in June 1991.
 AA0949
 AA0949.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0949.GEOID18 height accuracy estimate available here.
 AA0949
 AA0949.This Tidal Bench Mark is designated as VM 6348
 AA0949.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0949
 AA0949.Click photographs - Photos may exist for this station.
 AA0949
 AA0949.The dynamic height is computed by dividing the NAVD 88
 AA0949.geopotential number by the normal gravity value computed on the
 AA0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0949.degrees latitude (g = 980.6199 gals.).
 AA0949
 AA0949.The modeled gravity was interpolated from observed gravity values.
 AA0949
 AA0949;                    North         East    Units  Estimated Accuracy
 AA0949;SPC FL E     -    37,740.      175,400.      MT  (+/- 180 meters Scaled)
 AA0949
 AA0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH754288(NAD 83)
 AA0949
 AA0949                          SUPERSEDED SURVEY CONTROL
 AA0949
 AA0949.No superseded survey control is available for this station.
 AA0949
 AA0949_MARKER: DB = BENCH MARK DISK
 AA0949_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0949_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0949_STAMPING: 4107 E
 AA0949_MARK LOGO: FLDT
 AA0949_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0949
 AA0949  HISTORY     - Date     Condition        Report By
 AA0949  HISTORY     - UNK      MONUMENTED       FLDT
 AA0949  HISTORY     - 1982     GOOD             FLDNR
 AA0949  HISTORY     - 1986     GOOD             FLDNR
 AA0949
 AA0949                          STATION DESCRIPTION
 AA0949
 AA0949'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0949'10.8 MI SW FROM MARATHON.
 AA0949'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.8 MILES
 AA0949'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER OHIO
 AA0949'OHIO CHANNEL AND THE MARK.  THE MARK IS SET IN THE
 AA0949'TOP OF THE GUARDRAIL AT THE SOUTHWEST END OF THE BRIDGE,
 AA0949'23.6 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1, 0.6
 AA0949'FOOT SOUTHWEST OF THE ABUTMENT, AND 10.5 FEET NORTHEAST
 AA0949'OF THE SOUTHWEST END OF THE GUARDRAIL.
 AA0949'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0949
 AA0949                          STATION RECOVERY (1986)
 AA0949
 AA0949'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0949'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0952 ***********************************************************************
 AA0952  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0952  DESIGNATION -  872 4107 F TIDAL FLDT
 AA0952  PID         -  AA0952
 AA0952  STATE/COUNTY-  FL/MONROE
 AA0952  COUNTRY     -  US
 AA0952  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0952
 AA0952                         *CURRENT SURVEY CONTROL
 AA0952  ______________________________________________________________________
 AA0952* NAD 83(1986) POSITION- 24 40 34.     (N) 081 14 24.     (W)   SCALED
 AA0952* NAVD 88 ORTHO HEIGHT -     5.081 (meters)       16.67  (feet) ADJUSTED
 AA0952  ______________________________________________________________________
 AA0952  GEOID HEIGHT    -        -22.081 (meters)                     GEOID18
 AA0952  DYNAMIC HEIGHT  -          5.073 (meters)       16.64  (feet) COMP
 AA0952  MODELED GRAVITY -    978,966.1   (mgal)                       NAVD 88
 AA0952
 AA0952  VERT ORDER      -  SECOND    CLASS I
 AA0952
 AA0952.The horizontal coordinates were scaled from a map and have
 AA0952.an estimated accuracy of +/- 6 seconds.
 AA0952
 AA0952.The orthometric height was determined by differential leveling and
 AA0952.adjusted by the NATIONAL GEODETIC SURVEY
 AA0952.in June 1991.
 AA0952
 AA0952.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0952.GEOID18 height accuracy estimate available here.
 AA0952
 AA0952.This Tidal Bench Mark is designated as VM 6349
 AA0952.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0952
 AA0952.Click photographs - Photos may exist for this station.
 AA0952
 AA0952.The dynamic height is computed by dividing the NAVD 88
 AA0952.geopotential number by the normal gravity value computed on the
 AA0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0952.degrees latitude (g = 980.6199 gals.).
 AA0952
 AA0952.The modeled gravity was interpolated from observed gravity values.
 AA0952
 AA0952;                    North         East    Units  Estimated Accuracy
 AA0952;SPC FL E     -    37,990.      175,710.      MT  (+/- 180 meters Scaled)
 AA0952
 AA0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH757291(NAD 83)
 AA0952
 AA0952                          SUPERSEDED SURVEY CONTROL
 AA0952
 AA0952.No superseded survey control is available for this station.
 AA0952
 AA0952_MARKER: DB = BENCH MARK DISK
 AA0952_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0952_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0952_STAMPING: 4107 F
 AA0952_MARK LOGO: FLDT
 AA0952_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0952
 AA0952  HISTORY     - Date     Condition        Report By
 AA0952  HISTORY     - UNK      MONUMENTED       FLDT
 AA0952  HISTORY     - 1982     GOOD             FLDNR
 AA0952  HISTORY     - 1986     GOOD             FLDNR
 AA0952
 AA0952                          STATION DESCRIPTION
 AA0952
 AA0952'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0952'10.8 MI SW FROM MARATHON.
 AA0952'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.8 MILES
 AA0952'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER MISSOURI
 AA0952'OHIO CHANNEL AND THE MARK.  THE MARK IS SET IN THE TOP
 AA0952'OF THE GUARDRAIL AT THE NORTHEAST END OF THE BRIDGE,
 AA0952'23.1 FEET NORTHWEST OF THE CENTERLINE OF U.S. 1, 0.6
 AA0952'FOOT NORTHEAST OF THE ABUTMENT, AND 10.5 FEET SOUTHWEST
 AA0952'OF THE NORTHEAST END OF THE GUARDRAIL.
 AA0952'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0952
 AA0952                          STATION RECOVERY (1986)
 AA0952
 AA0952'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0952'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1703 ***********************************************************************
 AA1703  DESIGNATION -  872 4107 G TIDAL
 AA1703  PID         -  AA1703
 AA1703  STATE/COUNTY-  FL/MONROE
 AA1703  COUNTRY     -  US
 AA1703  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA1703
 AA1703                         *CURRENT SURVEY CONTROL
 AA1703  ______________________________________________________________________
 AA1703* NAD 83(1986) POSITION- 24 40 35.     (N) 081 14 20.     (W)   SCALED
 AA1703* NAVD 88 ORTHO HEIGHT -     2.874 (meters)        9.43  (feet) ADJUSTED
 AA1703  ______________________________________________________________________
 AA1703  GEOID HEIGHT    -        -22.083 (meters)                     GEOID18
 AA1703  DYNAMIC HEIGHT  -          2.869 (meters)        9.41  (feet) COMP
 AA1703  MODELED GRAVITY -    978,966.1   (mgal)                       NAVD 88
 AA1703
 AA1703  VERT ORDER      -  FIRST     CLASS II
 AA1703
 AA1703.The horizontal coordinates were scaled from a map and have
 AA1703.an estimated accuracy of +/- 6 seconds.
 AA1703
 AA1703.The orthometric height was determined by differential leveling and
 AA1703.adjusted by the NATIONAL GEODETIC SURVEY
 AA1703.in May 1994.
 AA1703
 AA1703.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1703.GEOID18 height accuracy estimate available here.
 AA1703
 AA1703.Click photographs - Photos may exist for this station.
 AA1703
 AA1703.The dynamic height is computed by dividing the NAVD 88
 AA1703.geopotential number by the normal gravity value computed on the
 AA1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1703.degrees latitude (g = 980.6199 gals.).
 AA1703
 AA1703.The modeled gravity was interpolated from observed gravity values.
 AA1703
 AA1703;                    North         East    Units  Estimated Accuracy
 AA1703;SPC FL E     -    38,020.      175,820.      MT  (+/- 180 meters Scaled)
 AA1703
 AA1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH758291(NAD 83)
 AA1703
 AA1703                          SUPERSEDED SURVEY CONTROL
 AA1703
 AA1703  NGVD 29 (09/01/92)    3.294  (m)           10.81   (f) ADJUSTED    1 2
 AA1703
 AA1703.Superseded values are not recommended for survey control.
 AA1703
 AA1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1703.See file dsdata.pdf to determine how the superseded data were derived.
 AA1703
 AA1703_MARKER: DJ = TIDAL STATION DISK
 AA1703_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1703_SP_SET: LARGE POWER POLE FOUNDATION
 AA1703_STAMPING: 4107 G 1988
 AA1703_MARK LOGO: NOS
 AA1703_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1703_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1703_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1703+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AA1703
 AA1703  HISTORY     - Date     Condition        Report By
 AA1703  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1703
 AA1703                          STATION DESCRIPTION
 AA1703
 AA1703'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1703'TO REACH THE MARK FROM THE POST OFFICE IN BIG PINE KEY, GO NORTH AND
 AA1703'EAST ON U.S. HIGHWAY 1 FOR 9.3 MI (15.0 KM) TO THE STATION, SET IN
 AA1703'THE CONCRETE FOUNDATION OF POWER POLE NUMBER PH-3 T-113 MK-1, IN THE
 AA1703'CENTER OF THE NORTH SIDE OF THE BASE.  LOCATED 42.4 FT (12.9 M) SOUTH
 AA1703'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1, 135.0 FT (41.1 M)
 AA1703'EAST SOUTHEAST OF THE SOUTHEAST END OF THE OHIO-MISSOURI CHANNEL
 AA1703'BRIDGE AND 5.0 FT (1.5 M) BELOW THE LEVEL OF U.S. HIGHWAY 1.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0950 ***********************************************************************
 AA0950  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0950  DESIGNATION -  872 4107 TIDAL 4
 AA0950  PID         -  AA0950
 AA0950  STATE/COUNTY-  FL/MONROE
 AA0950  COUNTRY     -  US
 AA0950  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0950
 AA0950                         *CURRENT SURVEY CONTROL
 AA0950  ______________________________________________________________________
 AA0950* NAD 83(1986) POSITION- 24 40 26.     (N) 081 14 35.     (W)   SCALED
 AA0950* NAVD 88 ORTHO HEIGHT -     2.771 (meters)        9.09  (feet) ADJUSTED
 AA0950  ______________________________________________________________________
 AA0950  GEOID HEIGHT    -        -22.078 (meters)                     GEOID18
 AA0950  DYNAMIC HEIGHT  -          2.767 (meters)        9.08  (feet) COMP
 AA0950  MODELED GRAVITY -    978,966.0   (mgal)                       NAVD 88
 AA0950
 AA0950  VERT ORDER      -  SECOND    CLASS I
 AA0950
 AA0950.The horizontal coordinates were scaled from a map and have
 AA0950.an estimated accuracy of +/- 6 seconds.
 AA0950
 AA0950.The orthometric height was determined by differential leveling and
 AA0950.adjusted by the NATIONAL GEODETIC SURVEY
 AA0950.in June 1991.
 AA0950
 AA0950.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0950.GEOID18 height accuracy estimate available here.
 AA0950
 AA0950.This Tidal Bench Mark is designated as VM 6352
 AA0950.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0950
 AA0950.Click photographs - Photos may exist for this station.
 AA0950
 AA0950.The dynamic height is computed by dividing the NAVD 88
 AA0950.geopotential number by the normal gravity value computed on the
 AA0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0950.degrees latitude (g = 980.6199 gals.).
 AA0950
 AA0950.The modeled gravity was interpolated from observed gravity values.
 AA0950
 AA0950;                    North         East    Units  Estimated Accuracy
 AA0950;SPC FL E     -    37,740.      175,400.      MT  (+/- 180 meters Scaled)
 AA0950
 AA0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH754288(NAD 83)
 AA0950
 AA0950                          SUPERSEDED SURVEY CONTROL
 AA0950
 AA0950.No superseded survey control is available for this station.
 AA0950
 AA0950_MARKER: DJ = TIDAL STATION DISK
 AA0950_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0950_SP_SET: WINGWALL
 AA0950_STAMPING: NO 4 1975
 AA0950_MARK LOGO: NOS
 AA0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0950+STABILITY: SURFACE MOTION
 AA0950
 AA0950  HISTORY     - Date     Condition        Report By
 AA0950  HISTORY     - 1975     MONUMENTED       NOS
 AA0950  HISTORY     - 1982     GOOD             FLDNR
 AA0950
 AA0950                          STATION DESCRIPTION
 AA0950
 AA0950'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0950'10.8 MI SW FROM MARATHON.
 AA0950'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.8 MILES
 AA0950'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER MISSOURI
 AA0950'OHIO CHANNEL AND THE MARK.  THE MARK IS SET IN THE
 AA0950'WINGWALL AT THE SOUTHWEST END OF THE OLD HIGHWAY BRIDGE,
 AA0950'NOW USED AS A FISHING PIER, 4 FEET SOUTH OF THE ABUTMENT
 AA0950'AND 18 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD BRIDGE.
 AA0950'THE MARK IS 3 FT BELOW OLD BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0951 ***********************************************************************
 AA0951  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0951  DESIGNATION -  872 4107 TIDAL 5
 AA0951  PID         -  AA0951
 AA0951  STATE/COUNTY-  FL/MONROE
 AA0951  COUNTRY     -  US
 AA0951  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0951
 AA0951                         *CURRENT SURVEY CONTROL
 AA0951  ______________________________________________________________________
 AA0951* NAD 83(1986) POSITION- 24 40 26.     (N) 081 14 35.     (W)   SCALED
 AA0951* NAVD 88 ORTHO HEIGHT -     3.660 (meters)       12.01  (feet) ADJUSTED
 AA0951  ______________________________________________________________________
 AA0951  GEOID HEIGHT    -        -22.078 (meters)                     GEOID18
 AA0951  DYNAMIC HEIGHT  -          3.654 (meters)       11.99  (feet) COMP
 AA0951  MODELED GRAVITY -    978,966.0   (mgal)                       NAVD 88
 AA0951
 AA0951  VERT ORDER      -  FIRST     CLASS II
 AA0951
 AA0951.The horizontal coordinates were scaled from a map and have
 AA0951.an estimated accuracy of +/- 6 seconds.
 AA0951
 AA0951.The orthometric height was determined by differential leveling and
 AA0951.adjusted by the NATIONAL GEODETIC SURVEY
 AA0951.in June 1991.
 AA0951
 AA0951.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0951.GEOID18 height accuracy estimate available here.
 AA0951
 AA0951.This Tidal Bench Mark is designated as VM 6353
 AA0951.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0951
 AA0951.Click photographs - Photos may exist for this station.
 AA0951
 AA0951.The dynamic height is computed by dividing the NAVD 88
 AA0951.geopotential number by the normal gravity value computed on the
 AA0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0951.degrees latitude (g = 980.6199 gals.).
 AA0951
 AA0951.The modeled gravity was interpolated from observed gravity values.
 AA0951
 AA0951;                    North         East    Units  Estimated Accuracy
 AA0951;SPC FL E     -    37,740.      175,400.      MT  (+/- 180 meters Scaled)
 AA0951
 AA0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH754288(NAD 83)
 AA0951
 AA0951                          SUPERSEDED SURVEY CONTROL
 AA0951
 AA0951  NGVD 29 (09/01/92)    4.081  (m)           13.39   (f) ADJUSTED    1 2
 AA0951
 AA0951.Superseded values are not recommended for survey control.
 AA0951
 AA0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0951.See file dsdata.pdf to determine how the superseded data were derived.
 AA0951
 AA0951_MARKER: DJ = TIDAL STATION DISK
 AA0951_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0951_SP_SET: BRIDGE ABUTMENT
 AA0951_STAMPING: NO 5 1975
 AA0951_MARK LOGO: NOS
 AA0951_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0951_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0951+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1990
 AA0951
 AA0951  HISTORY     - Date     Condition        Report By
 AA0951  HISTORY     - 1975     MONUMENTED       NOS
 AA0951  HISTORY     - 1982     GOOD             FLDNR
 AA0951  HISTORY     - 19901101 GOOD             FLDNR
 AA0951
 AA0951                          STATION DESCRIPTION
 AA0951
 AA0951'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0951'BEGIN AT THE POST OFFICE IN MARATHON, GO 10.8 MILES
 AA0951'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER MISSOURI
 AA0951'OHIO CHANNEL AND THE MARK.  THE MARK IS SET IN THE ABUTMENT
 AA0951'AT THE SOUTHWEST END OF THE OLD HIGHWAY BRIDGE, NOW USED AS
 AA0951'A FISHING PIER, 10.7 FEET NORTHWEST OF THE CENTERLINE OF THE
 AA0951'OLD BRIDGE, AND 0.5 FOOT NORTHEAST OF THE SOUTHWEST END OF
 AA0951'THE BRIDGE.
 AA0951
 AA0951                          STATION RECOVERY (1990)
 AA0951
 AA0951'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0951'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0946 ***********************************************************************
 AA0946  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0946  DESIGNATION -  872 4112 E TIDAL FLDT
 AA0946  PID         -  AA0946
 AA0946  STATE/COUNTY-  FL/MONROE
 AA0946  COUNTRY     -  US
 AA0946  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0946
 AA0946                         *CURRENT SURVEY CONTROL
 AA0946  ______________________________________________________________________
 AA0946* NAD 83(1986) POSITION- 24 40 12.     (N) 081 14 54.     (W)   SCALED
 AA0946* NAVD 88 ORTHO HEIGHT -     4.808 (meters)       15.77  (feet) ADJUSTED
 AA0946  ______________________________________________________________________
 AA0946  GEOID HEIGHT    -        -22.073 (meters)                     GEOID18
 AA0946  DYNAMIC HEIGHT  -          4.800 (meters)       15.75  (feet) COMP
 AA0946  MODELED GRAVITY -    978,965.7   (mgal)                       NAVD 88
 AA0946
 AA0946  VERT ORDER      -  SECOND    CLASS I
 AA0946
 AA0946.The horizontal coordinates were scaled from a map and have
 AA0946.an estimated accuracy of +/- 6 seconds.
 AA0946
 AA0946.The orthometric height was determined by differential leveling and
 AA0946.adjusted by the NATIONAL GEODETIC SURVEY
 AA0946.in June 1991.
 AA0946
 AA0946.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0946.GEOID18 height accuracy estimate available here.
 AA0946
 AA0946.This Tidal Bench Mark is designated as VM 6358
 AA0946.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0946
 AA0946.Click photographs - Photos may exist for this station.
 AA0946
 AA0946.The dynamic height is computed by dividing the NAVD 88
 AA0946.geopotential number by the normal gravity value computed on the
 AA0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0946.degrees latitude (g = 980.6199 gals.).
 AA0946
 AA0946.The modeled gravity was interpolated from observed gravity values.
 AA0946
 AA0946;                    North         East    Units  Estimated Accuracy
 AA0946;SPC FL E     -    37,310.      174,870.      MT  (+/- 180 meters Scaled)
 AA0946
 AA0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH748284(NAD 83)
 AA0946
 AA0946                          SUPERSEDED SURVEY CONTROL
 AA0946
 AA0946.No superseded survey control is available for this station.
 AA0946
 AA0946_MARKER: DB = BENCH MARK DISK
 AA0946_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0946_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0946_STAMPING: 4112 E
 AA0946_MARK LOGO: FLDT
 AA0946_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0946
 AA0946  HISTORY     - Date     Condition        Report By
 AA0946  HISTORY     - UNK      MONUMENTED       FLDT
 AA0946  HISTORY     - 1982     GOOD             FLDNR
 AA0946
 AA0946                          STATION DESCRIPTION
 AA0946
 AA0946'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0946'11.2 MI SW FROM MARATHON.
 AA0946'BEGIN AT THE POST OFFICE IN MARATHON, GO 11.2 MILES
 AA0946'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER OHIO
 AA0946'BAHIA CHANNEL AND THE MARK.  THE MARK IS SET IN THE
 AA0946'TOP OF THE GUARDRAIL AT THE SOUTHWEST END OF THE BRIDGE,
 AA0946'23.2 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1, 0.6
 AA0946'FOOT SOUTHWEST OF THE ABUTMENT, AND 10.5 FEET NORTHEAST
 AA0946'OF THE SOUTHWEST END OF THE GUARDRAIL.
 AA0946'THE MARK IS 3 FT ABOVE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0945 ***********************************************************************
 AA0945  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0945  DESIGNATION -  872 4112 F TIDAL
 AA0945  PID         -  AA0945
 AA0945  STATE/COUNTY-  FL/MONROE
 AA0945  COUNTRY     -  US
 AA0945  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0945
 AA0945                         *CURRENT SURVEY CONTROL
 AA0945  ______________________________________________________________________
 AA0945* NAD 83(1986) POSITION- 24 40 14.     (N) 081 14 54.     (W)   SCALED
 AA0945* NAVD 88 ORTHO HEIGHT -     5.064 (meters)       16.61  (feet) ADJUSTED
 AA0945  ______________________________________________________________________
 AA0945  GEOID HEIGHT    -        -22.072 (meters)                     GEOID18
 AA0945  DYNAMIC HEIGHT  -          5.056 (meters)       16.59  (feet) COMP
 AA0945  MODELED GRAVITY -    978,965.8   (mgal)                       NAVD 88
 AA0945
 AA0945  VERT ORDER      -  FIRST     CLASS II
 AA0945
 AA0945.The horizontal coordinates were scaled from a map and have
 AA0945.an estimated accuracy of +/- 6 seconds.
 AA0945
 AA0945.The orthometric height was determined by differential leveling and
 AA0945.adjusted by the NATIONAL GEODETIC SURVEY
 AA0945.in June 1991.
 AA0945
 AA0945.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0945.GEOID18 height accuracy estimate available here.
 AA0945
 AA0945.This Tidal Bench Mark is designated as VM 6359
 AA0945.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0945
 AA0945.Click photographs - Photos may exist for this station.
 AA0945
 AA0945.The dynamic height is computed by dividing the NAVD 88
 AA0945.geopotential number by the normal gravity value computed on the
 AA0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0945.degrees latitude (g = 980.6199 gals.).
 AA0945
 AA0945.The modeled gravity was interpolated from observed gravity values.
 AA0945
 AA0945;                    North         East    Units  Estimated Accuracy
 AA0945;SPC FL E     -    37,370.      174,870.      MT  (+/- 180 meters Scaled)
 AA0945
 AA0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH748284(NAD 83)
 AA0945
 AA0945                          SUPERSEDED SURVEY CONTROL
 AA0945
 AA0945  NGVD 29 (09/01/92)    5.487  (m)           18.00   (f) ADJUSTED    1 2
 AA0945
 AA0945.Superseded values are not recommended for survey control.
 AA0945
 AA0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0945.See file dsdata.pdf to determine how the superseded data were derived.
 AA0945
 AA0945_MARKER: DR = REFERENCE MARK DISK
 AA0945_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0945_SP_SET: CONCRETE GUARD RAIL OF LG BRID
 AA0945_STAMPING: 4112 F
 AA0945_MARK LOGO: FLDT
 AA0945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0945+SATELLITE: SATELLITE OBSERVATIONS - November 01, 1990
 AA0945
 AA0945  HISTORY     - Date     Condition        Report By
 AA0945  HISTORY     - UNK      MONUMENTED       FLDT
 AA0945  HISTORY     - 1982     GOOD             FLDNR
 AA0945  HISTORY     - 19901101 GOOD             FLDNR
 AA0945
 AA0945                          STATION DESCRIPTION
 AA0945
 AA0945'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0945'11.2 MI SW FROM MARATHON.
 AA0945'BEGIN AT THE POST OFFICE IN MARATHON, GO 11.2 MILES
 AA0945'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER OHIO
 AA0945'BAHIA CHANNEL AND THE MARK.  THE MARK IS SET IN THE
 AA0945'TOP OF THE GUARDRAIL AT THE NORTHEAST END OF THE BRIDGE,
 AA0945'25.6 FEET NORTHWEST OF THE CENTERLINE OF U.S. 1, 0.6
 AA0945'FOOT NORTHEAST OF THE ABUTMENT, AND 10.5 FEET SOUTHWEST
 AA0945'OF THE NORTHEAST END OF THE GUARDRAIL.
 AA0945'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0945
 AA0945                          STATION RECOVERY (1990)
 AA0945
 AA0945'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0945'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0947 ***********************************************************************
 AA0947  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0947  DESIGNATION -  872 4112 TIDAL 1
 AA0947  PID         -  AA0947
 AA0947  STATE/COUNTY-  FL/MONROE
 AA0947  COUNTRY     -  US
 AA0947  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0947
 AA0947                         *CURRENT SURVEY CONTROL
 AA0947  ______________________________________________________________________
 AA0947* NAD 83(1986) POSITION- 24 40 12.     (N) 081 14 54.     (W)   SCALED
 AA0947* NAVD 88 ORTHO HEIGHT -     0.836 (meters)        2.74  (feet) ADJUSTED
 AA0947  ______________________________________________________________________
 AA0947  GEOID HEIGHT    -        -22.073 (meters)                     GEOID18
 AA0947  DYNAMIC HEIGHT  -          0.834 (meters)        2.74  (feet) COMP
 AA0947  MODELED GRAVITY -    978,965.7   (mgal)                       NAVD 88
 AA0947
 AA0947  VERT ORDER      -  SECOND    CLASS I
 AA0947
 AA0947.The horizontal coordinates were scaled from a map and have
 AA0947.an estimated accuracy of +/- 6 seconds.
 AA0947
 AA0947.The orthometric height was determined by differential leveling and
 AA0947.adjusted by the NATIONAL GEODETIC SURVEY
 AA0947.in June 1991.
 AA0947
 AA0947.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0947.GEOID18 height accuracy estimate available here.
 AA0947
 AA0947.This Tidal Bench Mark is designated as VM 6354
 AA0947.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0947
 AA0947.Click photographs - Photos may exist for this station.
 AA0947
 AA0947.The dynamic height is computed by dividing the NAVD 88
 AA0947.geopotential number by the normal gravity value computed on the
 AA0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0947.degrees latitude (g = 980.6199 gals.).
 AA0947
 AA0947.The modeled gravity was interpolated from observed gravity values.
 AA0947
 AA0947;                    North         East    Units  Estimated Accuracy
 AA0947;SPC FL E     -    37,310.      174,870.      MT  (+/- 180 meters Scaled)
 AA0947
 AA0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH748284(NAD 83)
 AA0947
 AA0947                          SUPERSEDED SURVEY CONTROL
 AA0947
 AA0947.No superseded survey control is available for this station.
 AA0947
 AA0947_MARKER: DJ = TIDAL STATION DISK
 AA0947_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0947_SP_SET: WINGWALL
 AA0947_STAMPING: NO 1 1975
 AA0947_MARK LOGO: NOS
 AA0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0947+STABILITY: SURFACE MOTION
 AA0947
 AA0947  HISTORY     - Date     Condition        Report By
 AA0947  HISTORY     - 1975     MONUMENTED       NOS
 AA0947  HISTORY     - 1982     GOOD             FLDNR
 AA0947
 AA0947                          STATION DESCRIPTION
 AA0947
 AA0947'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0947'11.2 MI SW FROM MARATHON.
 AA0947'BEGIN AT THE POST OFFICE IN MARATHON, GO 11.2 MILES
 AA0947'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER OHIO
 AA0947'BAHIA CHANNEL AND THE MARK.  THE MARK IS SET IN THE
 AA0947'WINGWALL AT THE SOUTHWEST END OF THE OLD HIGHWAY BRIDGE,
 AA0947'47 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD BRIDGE,
 AA0947'35 FEET SOUTH OF THE CURB, AND IS UNDERNEATH THE NEW
 AA0947'BRIDGE.
 AA0947'THE MARK IS 7 FT BELOW HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0948 ***********************************************************************
 AA0948  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0948  DESIGNATION -  872 4112 TIDAL 2
 AA0948  PID         -  AA0948
 AA0948  STATE/COUNTY-  FL/MONROE
 AA0948  COUNTRY     -  US
 AA0948  USGS QUAD   -  SEVENMILE BRIDGE (2018)
 AA0948
 AA0948                         *CURRENT SURVEY CONTROL
 AA0948  ______________________________________________________________________
 AA0948* NAD 83(1986) POSITION- 24 40 12.     (N) 081 14 54.     (W)   SCALED
 AA0948* NAVD 88 ORTHO HEIGHT -     2.660 (meters)        8.73  (feet) ADJUSTED
 AA0948  ______________________________________________________________________
 AA0948  GEOID HEIGHT    -        -22.073 (meters)                     GEOID18
 AA0948  DYNAMIC HEIGHT  -          2.656 (meters)        8.71  (feet) COMP
 AA0948  MODELED GRAVITY -    978,965.7   (mgal)                       NAVD 88
 AA0948
 AA0948  VERT ORDER      -  SECOND    CLASS I
 AA0948
 AA0948.The horizontal coordinates were scaled from a map and have
 AA0948.an estimated accuracy of +/- 6 seconds.
 AA0948
 AA0948.The orthometric height was determined by differential leveling and
 AA0948.adjusted by the NATIONAL GEODETIC SURVEY
 AA0948.in June 1991.
 AA0948
 AA0948.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0948.GEOID18 height accuracy estimate available here.
 AA0948
 AA0948.This Tidal Bench Mark is designated as VM 6355
 AA0948.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0948
 AA0948.Click photographs - Photos may exist for this station.
 AA0948
 AA0948.The dynamic height is computed by dividing the NAVD 88
 AA0948.geopotential number by the normal gravity value computed on the
 AA0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0948.degrees latitude (g = 980.6199 gals.).
 AA0948
 AA0948.The modeled gravity was interpolated from observed gravity values.
 AA0948
 AA0948;                    North         East    Units  Estimated Accuracy
 AA0948;SPC FL E     -    37,310.      174,870.      MT  (+/- 180 meters Scaled)
 AA0948
 AA0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH748284(NAD 83)
 AA0948
 AA0948                          SUPERSEDED SURVEY CONTROL
 AA0948
 AA0948.No superseded survey control is available for this station.
 AA0948
 AA0948_MARKER: DJ = TIDAL STATION DISK
 AA0948_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0948_SP_SET: WINGWALL
 AA0948_STAMPING: NO 2 1975
 AA0948_MARK LOGO: NOS
 AA0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0948+STABILITY: SURFACE MOTION
 AA0948
 AA0948  HISTORY     - Date     Condition        Report By
 AA0948  HISTORY     - 1975     MONUMENTED       NOS
 AA0948  HISTORY     - 1982     GOOD             FLDNR
 AA0948
 AA0948                          STATION DESCRIPTION
 AA0948
 AA0948'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0948'11.2 MI SW FROM MARATHON.
 AA0948'BEGIN AT THE POST OFFICE IN MARATHON, GO 11.2 MILES
 AA0948'SOUTHWEST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER OHIO
 AA0948'BAHIA CHANNEL AND THE MARK.  THE MARK IS SET IN THE
 AA0948'WINGWALL AT THE SOUTHWEST END OF THE OLD HIGHWAY BRIDGE,
 AA0948'15.5 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD BRIDGE,
 AA0948'AND 21.5 FEET SOUTH OF THE NORTH END OF THE WINGWALL.
 AA0948'THE MARK IS 3 FT BELOW HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0898 ***********************************************************************
 AA0898  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0898  DESIGNATION -  872 4138 F TIDAL
 AA0898  PID         -  AA0898
 AA0898  STATE/COUNTY-  FL/MONROE
 AA0898  COUNTRY     -  US
 AA0898  USGS QUAD   -  BIG PINE KEY (2018)
 AA0898
 AA0898                         *CURRENT SURVEY CONTROL
 AA0898  ______________________________________________________________________
 AA0898* NAD 83(1986) POSITION- 24 39 21.1    (N) 081 16 44.1    (W)   HD_HELD2
 AA0898* NAVD 88 ORTHO HEIGHT -     1.160 (meters)        3.81  (feet) ADJUSTED
 AA0898  ______________________________________________________________________
 AA0898  GEOID HEIGHT    -        -22.038 (meters)                     GEOID18
 AA0898  DYNAMIC HEIGHT  -          1.158 (meters)        3.80  (feet) COMP
 AA0898  MODELED GRAVITY -    978,965.1   (mgal)                       NAVD 88
 AA0898
 AA0898  VERT ORDER      -  SECOND    CLASS I
 AA0898
 AA0898.The horizontal coordinates were established by autonomous hand held GPS
 AA0898.observations and have an estimated accuracy of +/- 10 meters.
 AA0898
 AA0898.The orthometric height was determined by differential leveling and
 AA0898.adjusted by the NATIONAL GEODETIC SURVEY
 AA0898.in June 1991.
 AA0898
 AA0898.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0898.GEOID18 height accuracy estimate available here.
 AA0898
 AA0898.This Tidal Bench Mark is designated as VM 6365
 AA0898.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0898
 AA0898.Click photographs - Photos may exist for this station.
 AA0898
 AA0898.The dynamic height is computed by dividing the NAVD 88
 AA0898.geopotential number by the normal gravity value computed on the
 AA0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0898.degrees latitude (g = 980.6199 gals.).
 AA0898
 AA0898.The modeled gravity was interpolated from observed gravity values.
 AA0898
 AA0898;                    North         East    Units  Estimated Accuracy
 AA0898;SPC FL E     -    35,751.      171,767.      MT  (+/- 10 meters HH2 GPS)
 AA0898
 AA0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH7177626871(NAD 83)
 AA0898
 AA0898                          SUPERSEDED SURVEY CONTROL
 AA0898
 AA0898.No superseded survey control is available for this station.
 AA0898
 AA0898_MARKER: DB = BENCH MARK DISK
 AA0898_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0898_SP_SET: SIDEWALK
 AA0898_STAMPING: 4138 F 1982
 AA0898_MARK LOGO: NOS
 AA0898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0898
 AA0898  HISTORY     - Date     Condition        Report By
 AA0898  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0898  HISTORY     - 20050407 GOOD             USPSQD
 AA0898  HISTORY     - 20140224 GOOD             INDIV
 AA0898  HISTORY     - 20161220 GOOD             USPSQD
 AA0898
 AA0898                          STATION DESCRIPTION
 AA0898
 AA0898'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0898'13.4 MI SW FROM MARATHON.
 AA0898'THE MARK IS AT BAHIA HONDA STATE RECREATION AREA, NEAR THE TACKLE SHOP
 AA0898'THE MARK BEARS 4.35 FEET SOUTH-SOUTHWEST OF THE WEST CORNER OF THE
 AA0898'TACKLE SHOP, 0.5 FOOT SOUTHWEST OF THE STAIRS BEHIND THE TACKLE
 AA0898'SHOP, 16.5 FEET EAST OF THE NORTHEAST EDGE OF THE PARKING LOT,
 AA0898'AND 35.35 FEET NORTHWEST OF THE SOUTH CORNER OF THE DIVE SHOP.
 AA0898
 AA0898                          STATION RECOVERY (2005)
 AA0898
 AA0898'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AA0898'THE TACKLE HOPS IS NOW THE PARK ADMINISTRATIVE OFFICE.
 AA0898
 AA0898                          STATION RECOVERY (2014)
 AA0898
 AA0898'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JKG)
 AA0898'RECOVERED IN GOOD CONDITION.  THE BENCH MARK IS SET INTO THE SIDEWALK
 AA0898'THAT RUNS ALONG THE SOUTHWESTERN SIDE OF THE PARK ADMINISTRATION
 AA0898'OFFICE.
 AA0898
 AA0898                          STATION RECOVERY (2016)
 AA0898
 AA0898'RECOVERY NOTE BY US POWER SQUADRON 2016 (CAC)
 AA0898'CONCRETE FILM FROM NEW SIDEWALK LIGHTLY COVERS MARK.  4138 F READABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0268 ***********************************************************************
 AA0268  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0268  DESIGNATION -  872 4138 TIDAL 4
 AA0268  PID         -  AA0268
 AA0268  STATE/COUNTY-  FL/MONROE
 AA0268  COUNTRY     -  US
 AA0268  USGS QUAD   -  BIG PINE KEY (2018)
 AA0268
 AA0268                         *CURRENT SURVEY CONTROL
 AA0268  ______________________________________________________________________
 AA0268* NAD 83(1986) POSITION- 24 39 16.83   (N) 081 16 54.24   (W)   HD_HELD1
 AA0268* NAVD 88 ORTHO HEIGHT -     7.350 (meters)       24.11  (feet) ADJUSTED
 AA0268  ______________________________________________________________________
 AA0268  GEOID HEIGHT    -        -22.035 (meters)                     GEOID18
 AA0268  DYNAMIC HEIGHT  -          7.337 (meters)       24.07  (feet) COMP
 AA0268  MODELED GRAVITY -    978,965.0   (mgal)                       NAVD 88
 AA0268
 AA0268  VERT ORDER      -  FIRST     CLASS II
 AA0268
 AA0268.The horizontal coordinates were determined by differentially corrected
 AA0268.hand held GPS observations or other comparable positioning techniques
 AA0268.and have an estimated accuracy of +/- 3 meters.
 AA0268
 AA0268.The orthometric height was determined by differential leveling and
 AA0268.adjusted by the NATIONAL GEODETIC SURVEY
 AA0268.in June 1991.
 AA0268
 AA0268.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0268.GEOID18 height accuracy estimate available here.
 AA0268
 AA0268.This Tidal Bench Mark is designated as VM 6368
 AA0268.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0268
 AA0268.Click photographs - Photos may exist for this station.
 AA0268
 AA0268.The dynamic height is computed by dividing the NAVD 88
 AA0268.geopotential number by the normal gravity value computed on the
 AA0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0268.degrees latitude (g = 980.6199 gals.).
 AA0268
 AA0268.The modeled gravity was interpolated from observed gravity values.
 AA0268
 AA0268;                    North         East    Units  Estimated Accuracy
 AA0268;SPC FL E     -    35,620.7     171,481.6     MT  (+/- 3 meters HH1 GPS) 
 AA0268
 AA0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH7149126740(NAD 83)
 AA0268
 AA0268                          SUPERSEDED SURVEY CONTROL
 AA0268
 AA0268  NGVD 29 (??/??/92)    7.770  (m)           25.49   (f) SUPERSEDED  1 2
 AA0268  NGVD 29 (09/01/92)    7.774  (m)           25.51   (f) ADJUSTED    1 2
 AA0268
 AA0268.Superseded values are not recommended for survey control.
 AA0268
 AA0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0268.See file dsdata.pdf to determine how the superseded data were derived.
 AA0268
 AA0268_MARKER: DB = BENCH MARK DISK
 AA0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0268_SP_SET: BRIDGE
 AA0268_STAMPING: NO 4 1936
 AA0268_MARK LOGO: CGS
 AA0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0268
 AA0268  HISTORY     - Date     Condition        Report By
 AA0268  HISTORY     - 1936     MONUMENTED       CGS
 AA0268  HISTORY     - 1966     GOOD             CGS
 AA0268  HISTORY     - 1970     GOOD             NGS
 AA0268  HISTORY     - 1978     GOOD             NGS
 AA0268  HISTORY     - 1982     GOOD             FLDNR
 AA0268  HISTORY     - 20050407 GOOD             USPSQD
 AA0268  HISTORY     - 20140224 GOOD             INDIV
 AA0268
 AA0268                          STATION DESCRIPTION
 AA0268
 AA0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0268'13.4 MI SW FROM MARATHON.
 AA0268'ABOUT 13.4 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0268'OFFICE AT MARATHON, ON BAHIA HONDA KEY, NEAR THE EAST BANK OF
 AA0268'BIG SPANISH CHANNEL, AT THE EAST END OF THE BRIDGE OVER CHANNEL,
 AA0268'SET ON THE TOP OF THE SOUTH CONCRETE WING WALL, 105 YARDS WEST
 AA0268'OF THE EAST END OF THE BRIDGE, 16 FEET SOUTH OF THE CENTER LINE
 AA0268'OF THE HIGHWAY (MEASURED UNDER THE BRIDGE), 17.2 FEET NORTHWEST
 AA0268'OF W BAHIA RM 2 AND ABOUT 30 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0268
 AA0268                          STATION RECOVERY (1970)
 AA0268
 AA0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AA0268'RECOVERED IN GOOD CONDITION.
 AA0268
 AA0268                          STATION RECOVERY (1978)
 AA0268
 AA0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0268'RECOVERED IN GOOD CONDITION.
 AA0268
 AA0268                          STATION RECOVERY (1982)
 AA0268
 AA0268'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0268'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT NOTE
 AA0268'THAT THE MARK IS IN THE OLD HIGHWAY BRIDGE, NOW A HISTORIC MONUMENT
 AA0268'AT BAHIA HONDA STATE RECREATION AREA.
 AA0268
 AA0268                          STATION RECOVERY (2005)
 AA0268
 AA0268'RECOVERY NOTE BY US POWER SQUADRON 2005 (JLS)
 AA0268'RECOVERED IN GOOD CONDITION.
 AA0268
 AA0268                          STATION RECOVERY (2014)
 AA0268
 AA0268'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JKG)
 AA0268'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0696 ***********************************************************************
 AA0696  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0696  DESIGNATION -  872 4166 D TIDAL
 AA0696  PID         -  AA0696
 AA0696  STATE/COUNTY-  FL/MONROE
 AA0696  COUNTRY     -  US
 AA0696  USGS QUAD   -  BIG PINE KEY (2018)
 AA0696
 AA0696                         *CURRENT SURVEY CONTROL
 AA0696  ______________________________________________________________________
 AA0696* NAD 83(1986) POSITION- 24 38 56.     (N) 081 19 05.     (W)   SCALED
 AA0696* NAVD 88 ORTHO HEIGHT -     5.796 (meters)       19.02  (feet) ADJUSTED
 AA0696  ______________________________________________________________________
 AA0696  GEOID HEIGHT    -        -21.990 (meters)                     GEOID18
 AA0696  DYNAMIC HEIGHT  -          5.786 (meters)       18.98  (feet) COMP
 AA0696  MODELED GRAVITY -    978,965.2   (mgal)                       NAVD 88
 AA0696  OBS GRAVITY     -    978,964.0   (mgal)                       GRAV_OBS
 AA0696
 AA0696  VERT ORDER      -  FIRST     CLASS II
 AA0696
 AA0696.The horizontal coordinates were scaled from a map and have
 AA0696.an estimated accuracy of +/- 6 seconds.
 AA0696
 AA0696.The orthometric height was determined by differential leveling and
 AA0696.adjusted by the NATIONAL GEODETIC SURVEY
 AA0696.in June 1991.
 AA0696
 AA0696.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0696.GEOID18 height accuracy estimate available here.
 AA0696
 AA0696.This Tidal Bench Mark is designated as VM 15854
 AA0696.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0696
 AA0696.Click photographs - Photos may exist for this station.
 AA0696
 AA0696.The dynamic height is computed by dividing the NAVD 88
 AA0696.geopotential number by the normal gravity value computed on the
 AA0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0696.degrees latitude (g = 980.6199 gals.).
 AA0696
 AA0696.The modeled gravity was interpolated from observed gravity values.
 AA0696
 AA0696.The observed gravity was obtained from relative gravimeter ties
 AA0696.to the IGSN71 gravity network.
 AA0696
 AA0696;                    North         East    Units  Estimated Accuracy
 AA0696;SPC FL E     -    34,990.      167,800.      MT  (+/- 180 meters Scaled)
 AA0696
 AA0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH678261(NAD 83)
 AA0696
 AA0696                          SUPERSEDED SURVEY CONTROL
 AA0696
 AA0696  NGVD 29 (09/01/92)    6.216  (m)           20.39   (f) ADJUSTED    1 2
 AA0696
 AA0696.Superseded values are not recommended for survey control.
 AA0696
 AA0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0696.See file dsdata.pdf to determine how the superseded data were derived.
 AA0696
 AA0696_MARKER: DJ = TIDAL STATION DISK
 AA0696_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0696_SP_SET: WINGWALL
 AA0696_STAMPING: 4166 D 1982
 AA0696_MARK LOGO: NOS
 AA0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0696+STABILITY: SURFACE MOTION
 AA0696
 AA0696  HISTORY     - Date     Condition        Report By
 AA0696  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0696  HISTORY     - 19901026 GOOD             FLDNR
 AA0696
 AA0696                          STATION DESCRIPTION
 AA0696
 AA0696'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0696'15.9 MI SW FROM MARATHON.
 AA0696'BEGIN AT THE POST OFFICE IN MARATHON, GO 15.9 MILES SOUTHWEST ON
 AA0696'U.S. HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER SPANISH VIADUCT
 AA0696'CHANNEL AND THE MARK.  THE MARK BEARS 23.2 FEET SOUTH OF THE
 AA0696'CENTERLINE OF THE HIGHWAY, 2.2 FEET NORTH OF THE SOUTH END OF THE
 AA0696'CHEEKWALL, AND 10.9 FEET WEST OF THE EAST END OF THE GUARDRAIL.
 AA0696'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AA0696
 AA0696                          STATION RECOVERY (1990)
 AA0696
 AA0696'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0695 ***********************************************************************
 AA0695  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0695  DESIGNATION -  872 4166 E TIDAL
 AA0695  PID         -  AA0695
 AA0695  STATE/COUNTY-  FL/MONROE
 AA0695  COUNTRY     -  US
 AA0695  USGS QUAD   -  BIG PINE KEY (2018)
 AA0695
 AA0695                         *CURRENT SURVEY CONTROL
 AA0695  ______________________________________________________________________
 AA0695* NAD 83(2011) POSITION- 24 38 56.55799(N) 081 19 09.13746(W)   ADJUSTED
 AA0695* NAD 83(2011) ELLIP HT-   -16.217 (meters)        (06/27/12)   ADJUSTED
 AA0695* NAD 83(2011) EPOCH   -  2010.00
 AA0695* NAVD 88 ORTHO HEIGHT -     5.769 (meters)       18.93  (feet) ADJUSTED
 AA0695  ______________________________________________________________________
 AA0695  GEOID HEIGHT    -        -21.988 (meters)                     GEOID18
 AA0695  NAD 83(2011) X  -    875,439.416 (meters)                     COMP
 AA0695  NAD 83(2011) Y  - -5,733,875.476 (meters)                     COMP
 AA0695  NAD 83(2011) Z  -  2,643,784.427 (meters)                     COMP
 AA0695  LAPLACE CORR    -         -1.37  (seconds)                    DEFLEC18
 AA0695  DYNAMIC HEIGHT  -          5.760 (meters)       18.90  (feet) COMP
 AA0695  MODELED GRAVITY -    978,965.2   (mgal)                       NAVD 88
 AA0695
 AA0695  VERT ORDER      -  SECOND    CLASS I
 AA0695
 AA0695  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA0695  Standards:
 AA0695         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA0695            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA0695  -------------------------------------------------------------------
 AA0695  NETWORK    1.36   2.29           0.56   0.55   1.17      0.02121417
 AA0695  -------------------------------------------------------------------
 AA0695  Click here for local accuracies and other accuracy information.
 AA0695
 AA0695.The horizontal coordinates were established by GPS observations
 AA0695.and adjusted by the National Geodetic Survey in June 2012.
 AA0695
 AA0695.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA0695.been affixed to the stable North American tectonic plate. See 
 AA0695.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA0695
 AA0695.The horizontal coordinates are valid at the epoch date displayed above
 AA0695.which is a decimal equivalence of Year/Month/Day.
 AA0695
 AA0695.The orthometric height was determined by differential leveling and
 AA0695.adjusted by the NATIONAL GEODETIC SURVEY
 AA0695.in June 1991.
 AA0695
 AA0695.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0695.GEOID18 height accuracy estimate available here.
 AA0695
 AA0695.This Tidal Bench Mark is designated as VM 15855
 AA0695.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0695
 AA0695.Click photographs - Photos may exist for this station.
 AA0695
 AA0695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0695
 AA0695.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA0695
 AA0695.The ellipsoidal height was determined by GPS observations
 AA0695.and is referenced to NAD 83.
 AA0695
 AA0695.The dynamic height is computed by dividing the NAVD 88
 AA0695.geopotential number by the normal gravity value computed on the
 AA0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0695.degrees latitude (g = 980.6199 gals.).
 AA0695
 AA0695.The modeled gravity was interpolated from observed gravity values.
 AA0695
 AA0695. The following values were computed from the NAD 83(2011) position.
 AA0695
 AA0695;                    North         East     Units Scale Factor Converg.
 AA0695;SPC FL E     -    35,005.279   167,687.103   MT  0.99995407   -0 07 59.3
 AA0695;SPC FL E     -   114,846.49    550,153.44   sFT  0.99995407   -0 07 59.3
 AA0695;UTM  17      - 2,726,125.317   467,698.128   MT  0.99961289   -0 07 59.3
 AA0695
 AA0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0695!SPC FL E     -   1.00000255  x   0.99995407  =   0.99995662
 AA0695!UTM  17      -   1.00000255  x   0.99961289  =   0.99961544
 AA0695
 AA0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6769826125(NAD 83)
 AA0695
 AA0695                          SUPERSEDED SURVEY CONTROL
 AA0695
 AA0695  NAD 83(2007)-  24 38 56.55822(N)    081 19 09.13846(W) AD(2002.00) 0
 AA0695  ELLIP H (02/10/07)  -16.202  (m)                       GP(2002.00)    
 AA0695  NAD 83(1999)-  24 38 56.55891(N)    081 19 09.13818(W) AD(       ) 1
 AA0695  ELLIP H (06/19/01)  -16.201  (m)                       GP(       ) 4 1
 AA0695  NAD 83(1990)-  24 38 56.55699(N)    081 19 09.13819(W) AD(       ) 1
 AA0695  ELLIP H (07/31/95)  -16.138  (m)                       GP(       ) 4 1
 AA0695  NAVD 88               5.77   (m)           18.9    (f) LEVELING    3  
 AA0695
 AA0695.Superseded values are not recommended for survey control.
 AA0695
 AA0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0695.See file dsdata.pdf to determine how the superseded data were derived.
 AA0695
 AA0695_MARKER: DB = BENCH MARK DISK
 AA0695_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0695_SP_SET: PAVEMENT
 AA0695_STAMPING: 4166 E 1982
 AA0695_MARK LOGO: NOS
 AA0695_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0695+SATELLITE: SATELLITE OBSERVATIONS - August 09, 2018
 AA0695
 AA0695  HISTORY     - Date     Condition        Report By
 AA0695  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0695  HISTORY     - 19940215 GOOD             KEISCH
 AA0695  HISTORY     - 20180809 GOOD             NGS
 AA0695
 AA0695                          STATION DESCRIPTION
 AA0695
 AA0695'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0695'15.9 MI SW FROM MARATHON.
 AA0695'BEGIN AT THE POST OFFICE IN MARATHON, GO 15.9 MILES SOUTHWEST ON
 AA0695'U.S. HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER SPANISH VIADUCT
 AA0695'CHANNEL AND THE MARK.  THE MARK BEARS 17.3 FEET NORTH OF THE
 AA0695'CENTERLINE OF THE HIGHWAY, 0.4 FOOT WEST OF THE EAST END OF THE
 AA0695'GUARDRAIL, AND 10.7 FEET EAST OF THE EAST ABUTMENT.
 AA0695'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AA0695
 AA0695                          STATION RECOVERY (1994)
 AA0695
 AA0695'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1994 (MDE)
 AA0695'THE STATION IS LOCATED AT THE WEST END OF SPANISH HARBOR KEY AT THE
 AA0695'EAST END OF THE U.S. 1 BRIDGE OVER SPANISH VIADUCT CHANNEL IN MONROE
 AA0695'COUNTY, FLORIDA. TO REACH THE STATION FROM THE POST OFFICE ON BIG PINE
 AA0695'KEY, GO EAST ON U.S. 1 FOR 3.7 MI (6.0 KM) TO THE EAST END OF THE
 AA0695'BRIDGE OVER SPANISH VIADUCT CHANNEL AND THE STATION ON THE LEFT. THE
 AA0695'STATION LIES IN THE NORTHEAST CORNER OF THE BRIDGE. THE STATION IS A
 AA0695'NATIONAL OCEAN SERVICE BENCHMARK DISC SET IN THE CONCRETE FOOTING OF
 AA0695'THE BRIDGE, STAMPED "4166 E 1982." REFERENCES-- FOUND A F.D.O.T.
 AA0695'SURVEY MARKER SET IN A CONCRETE GUARDRAIL, MAGNETIC AZIMUTH OF 272
 AA0695'DEGREES AT 9.78 FT (2.98 M) . FOUND A NAIL AND DISC SET IN AN ASPHALT
 AA0695'SIDEWALK, MAGNETIC AZIMUTH OF 25 DEGREES AT 26.78 FT (8.16 M) . KEITH
 AA0695'AND SCHNARS NAIL AND DISC, SET IN ASPHALT OF U.S. 1, MAGNETIC AZIMUTH
 AA0695'OF 104 DEGREES AT 19.19 FT (5.85 M) . SET CARSONITE WITNESS POST, 0.4
 AA0695'FT (0.1 M) EAST.
 AA0695
 AA0695                          STATION RECOVERY (2018)
 AA0695
 AA0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (AMC)
 AA0695'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1692 ***********************************************************************
 AA1692  DESIGNATION -  872 4166 F TIDAL
 AA1692  PID         -  AA1692
 AA1692  STATE/COUNTY-  FL/MONROE
 AA1692  COUNTRY     -  US
 AA1692  USGS QUAD   -  BIG PINE KEY (2018)
 AA1692
 AA1692                         *CURRENT SURVEY CONTROL
 AA1692  ______________________________________________________________________
 AA1692* NAD 83(1986) POSITION- 24 38 57.     (N) 081 19 00.     (W)   SCALED
 AA1692* NAVD 88 ORTHO HEIGHT -     2.304 (meters)        7.56  (feet) ADJUSTED
 AA1692  ______________________________________________________________________
 AA1692  GEOID HEIGHT    -        -21.991 (meters)                     GEOID18
 AA1692  DYNAMIC HEIGHT  -          2.300 (meters)        7.55  (feet) COMP
 AA1692  MODELED GRAVITY -    978,965.2   (mgal)                       NAVD 88
 AA1692
 AA1692  VERT ORDER      -  FIRST     CLASS II
 AA1692
 AA1692.The horizontal coordinates were scaled from a map and have
 AA1692.an estimated accuracy of +/- 6 seconds.
 AA1692
 AA1692.The orthometric height was determined by differential leveling and
 AA1692.adjusted by the NATIONAL GEODETIC SURVEY
 AA1692.in May 1994.
 AA1692
 AA1692.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1692.GEOID18 height accuracy estimate available here.
 AA1692
 AA1692.Click photographs - Photos may exist for this station.
 AA1692
 AA1692.The dynamic height is computed by dividing the NAVD 88
 AA1692.geopotential number by the normal gravity value computed on the
 AA1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1692.degrees latitude (g = 980.6199 gals.).
 AA1692
 AA1692.The modeled gravity was interpolated from observed gravity values.
 AA1692
 AA1692;                    North         East    Units  Estimated Accuracy
 AA1692;SPC FL E     -    35,020.      167,940.      MT  (+/- 180 meters Scaled)
 AA1692
 AA1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH679261(NAD 83)
 AA1692
 AA1692                          SUPERSEDED SURVEY CONTROL
 AA1692
 AA1692  NGVD 29 (09/01/92)    2.724  (m)            8.94   (f) ADJUSTED    1 2
 AA1692
 AA1692.Superseded values are not recommended for survey control.
 AA1692
 AA1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1692.See file dsdata.pdf to determine how the superseded data were derived.
 AA1692
 AA1692_MARKER: DJ = TIDAL STATION DISK
 AA1692_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1692_SP_SET: POWER POLE BASE
 AA1692_STAMPING: 4166 F 1988
 AA1692_MARK LOGO: NOS
 AA1692_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1692_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1692
 AA1692  HISTORY     - Date     Condition        Report By
 AA1692  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1692
 AA1692                          STATION DESCRIPTION
 AA1692
 AA1692'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1692'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO SOUTHWEST ON
 AA1692'U.S. HIGHWAY 1 FOR 15.7 MI (25.3 KM) TO THE MARK ON WEST SUMMERLAND
 AA1692'KEY, SET IN THE NORTH SIDE OF A 6.5 FT (2.0 M) DIAMETER CONCRETE BASE
 AA1692'FOR A METAL POWER POLE NUMBER PH-3 T-41 WS-2.  LOCATED EAST OF THE
 AA1692'EAST END OF THE SPANISH HARBOR BRIDGE 45.0 FT (13.7 M) SOUTH OF THE
 AA1692'CENTERLINE OF U.S. HIGHWAY 1, 0.9 FT (0.3 M) NORTH OF THE NORTH FACE
 AA1692'OF THE POWER POLE, 1.3 FT (0.4 M) ABOVE THE GROUND AND 3.0 FT (0.9 M)
 AA1692'BELOW THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1693 ***********************************************************************
 AA1693  DESIGNATION -  872 4166 G TIDAL
 AA1693  PID         -  AA1693
 AA1693  STATE/COUNTY-  FL/MONROE
 AA1693  COUNTRY     -  US
 AA1693  USGS QUAD   -  BIG PINE KEY (2018)
 AA1693
 AA1693                         *CURRENT SURVEY CONTROL
 AA1693  ______________________________________________________________________
 AA1693* NAD 83(1986) POSITION- 24 38 58.3    (N) 081 18 47.9    (W)   HD_HELD2
 AA1693* NAVD 88 ORTHO HEIGHT -     0.999 (meters)        3.28  (feet) ADJUSTED
 AA1693  ______________________________________________________________________
 AA1693  GEOID HEIGHT    -        -21.996 (meters)                     GEOID18
 AA1693  DYNAMIC HEIGHT  -          0.997 (meters)        3.27  (feet) COMP
 AA1693  MODELED GRAVITY -    978,965.1   (mgal)                       NAVD 88
 AA1693
 AA1693  VERT ORDER      -  FIRST     CLASS II
 AA1693
 AA1693.The horizontal coordinates were established by autonomous hand held GPS
 AA1693.observations and have an estimated accuracy of +/- 10 meters.
 AA1693
 AA1693.The orthometric height was determined by differential leveling and
 AA1693.adjusted by the NATIONAL GEODETIC SURVEY
 AA1693.in May 1994.
 AA1693
 AA1693.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1693.GEOID18 height accuracy estimate available here.
 AA1693
 AA1693.Click photographs - Photos may exist for this station.
 AA1693
 AA1693.The dynamic height is computed by dividing the NAVD 88
 AA1693.geopotential number by the normal gravity value computed on the
 AA1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1693.degrees latitude (g = 980.6199 gals.).
 AA1693
 AA1693.The modeled gravity was interpolated from observed gravity values.
 AA1693
 AA1693;                    North         East    Units  Estimated Accuracy
 AA1693;SPC FL E     -    35,058.      168,284.      MT  (+/- 10 meters HH2 GPS)
 AA1693
 AA1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6829526177(NAD 83)
 AA1693
 AA1693                          SUPERSEDED SURVEY CONTROL
 AA1693
 AA1693  NGVD 29 (09/01/92)    1.420  (m)            4.66   (f) ADJUSTED    1 2
 AA1693
 AA1693.Superseded values are not recommended for survey control.
 AA1693
 AA1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1693.See file dsdata.pdf to determine how the superseded data were derived.
 AA1693
 AA1693_MARKER: DJ = TIDAL STATION DISK
 AA1693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1693_SP_SET: POWER POLE BASE
 AA1693_STAMPING: 4166 G 1988
 AA1693_MARK LOGO: NOS
 AA1693_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1693
 AA1693  HISTORY     - Date     Condition        Report By
 AA1693  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1693
 AA1693                          STATION DESCRIPTION
 AA1693
 AA1693'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1693'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO SOUTWEST ON
 AA1693'U.S. HIGHWAY 1 FOR 15.5 MI (24.9 KM) TO THE MARK ON WEST SUMMERLAND
 AA1693'KEY, SET IN THE NORTH SIDE OF A 4.5 FT (1.4 M) DIAMETER CONCRETE BASE
 AA1693'FOR POWER POLE NUMBER PH-3 T-43 WS-4.  LOCATED 0.4 MI (0.6 KM)
 AA1693'EAST-NORTHEAST OF THE EAST END OF THE SPANISH HARBOR BRIDGE, 99.0 FT
 AA1693'(30.2 M) EAST OF THE CENTERLINE OF THE DRIVE TO CAMP SAWYER BOY SCOUT
 AA1693'CAMP, 49.0 FT (14.9 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 1,
 AA1693'0.6 FT (0.2 M) NORTH OF THE NORTH FACE OF THE POWER POLE, 1.0 FT (0.3
 AA1693'M) ABOVE GROUND AND 4.0 FT (1.2 M) BELOW THE HIGHWAY, BY THE 34 MILE
 AA1693'(54.7 KM) MARKER POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0259 ***********************************************************************
 AA0259  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0259  DESIGNATION -  872 4166 TIDAL 1
 AA0259  PID         -  AA0259
 AA0259  STATE/COUNTY-  FL/MONROE
 AA0259  COUNTRY     -  US
 AA0259  USGS QUAD   -  BIG PINE KEY (2018)
 AA0259
 AA0259                         *CURRENT SURVEY CONTROL
 AA0259  ______________________________________________________________________
 AA0259* NAD 83(1986) POSITION- 24 38 56.     (N) 081 19 08.     (W)   SCALED
 AA0259* NAVD 88 ORTHO HEIGHT -     0.238 (meters)        0.78  (feet) ADJUSTED
 AA0259  ______________________________________________________________________
 AA0259  GEOID HEIGHT    -        -21.988 (meters)                     GEOID18
 AA0259  DYNAMIC HEIGHT  -          0.238 (meters)        0.78  (feet) COMP
 AA0259  MODELED GRAVITY -    978,965.2   (mgal)                       NAVD 88
 AA0259
 AA0259  VERT ORDER      -  FIRST     CLASS II
 AA0259
 AA0259.The horizontal coordinates were scaled from a map and have
 AA0259.an estimated accuracy of +/- 6 seconds.
 AA0259
 AA0259.The orthometric height was determined by differential leveling and
 AA0259.adjusted by the NATIONAL GEODETIC SURVEY
 AA0259.in June 1991.
 AA0259
 AA0259.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0259.GEOID18 height accuracy estimate available here.
 AA0259
 AA0259.This Tidal Bench Mark is designated as VM 15851
 AA0259.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0259
 AA0259.Click photographs - Photos may exist for this station.
 AA0259
 AA0259.The dynamic height is computed by dividing the NAVD 88
 AA0259.geopotential number by the normal gravity value computed on the
 AA0259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0259.degrees latitude (g = 980.6199 gals.).
 AA0259
 AA0259.The modeled gravity was interpolated from observed gravity values.
 AA0259
 AA0259;                    North         East    Units  Estimated Accuracy
 AA0259;SPC FL E     -    34,990.      167,720.      MT  (+/- 180 meters Scaled)
 AA0259
 AA0259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH677261(NAD 83)
 AA0259
 AA0259                          SUPERSEDED SURVEY CONTROL
 AA0259
 AA0259  NGVD 29 (09/01/92)    0.661  (m)            2.17   (f) ADJUSTED    1 2
 AA0259
 AA0259.Superseded values are not recommended for survey control.
 AA0259
 AA0259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0259.See file dsdata.pdf to determine how the superseded data were derived.
 AA0259
 AA0259_MARKER: DB = BENCH MARK DISK
 AA0259_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0259_SP_SET: SPANISH HARBOR VIADUCT
 AA0259_STAMPING: NO 1 1937
 AA0259_MARK LOGO: CGS
 AA0259_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0259
 AA0259  HISTORY     - Date     Condition        Report By
 AA0259  HISTORY     - 1937     MONUMENTED       CGS
 AA0259  HISTORY     - 1966     GOOD             CGS
 AA0259  HISTORY     - 1978     GOOD             NGS
 AA0259  HISTORY     - 1982     GOOD             FLDNR
 AA0259
 AA0259                          STATION DESCRIPTION
 AA0259
 AA0259'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0259'15.9 MI SW FROM MARATHON.
 AA0259'ABOUT 15.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0259'OFFICE AT MARATHON, ON SPANISH HARBOR KEY, SET ON THE TOP OF THE
 AA0259'SOUTH CONCRETE WING WALL AND AT THE EAST END OF THE SPANISH
 AA0259'HARBOR VIADUCT, 85.0 FEET SOUTH OF THE CENTER LINE OF THE
 AA0259'HIGHWAY, 21 FEET NORTHWEST OF THE SOUTHEAST END OF THE WING
 AA0259'WALL, 58 FEET SOUTHEAST OF BENCH MARK J 273, AND ABOUT 9 FEET
 AA0259'BELOW THE LEVEL OF THE HIGHWAY.
 AA0259
 AA0259                          STATION RECOVERY (1978)
 AA0259
 AA0259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0259'RECOVERED IN GOOD CONDITION.
 AA0259
 AA0259                          STATION RECOVERY (1982)
 AA0259
 AA0259'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0259'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AA0259'A NEW HIGHWAY BRIDGE IS UNDER CONSTRUCTION JUST SOUTH OF THE VIADUCT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0900 ***********************************************************************
 AA0900  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0900  DESIGNATION -  872 4168 D TIDAL
 AA0900  PID         -  AA0900
 AA0900  STATE/COUNTY-  FL/MONROE
 AA0900  COUNTRY     -  US
 AA0900  USGS QUAD   -  BIG PINE KEY (2018)
 AA0900
 AA0900                         *CURRENT SURVEY CONTROL
 AA0900  ______________________________________________________________________
 AA0900* NAD 83(1986) POSITION- 24 41 56.     (N) 081 19 05.     (W)   SCALED
 AA0900* NAVD 88 ORTHO HEIGHT -     1.103 (meters)        3.62  (feet) ADJUSTED
 AA0900  ______________________________________________________________________
 AA0900  GEOID HEIGHT    -        -21.926 (meters)                     GEOID18
 AA0900  DYNAMIC HEIGHT  -          1.101 (meters)        3.61  (feet) COMP
 AA0900  MODELED GRAVITY -    978,969.4   (mgal)                       NAVD 88
 AA0900
 AA0900  VERT ORDER      -  SECOND    CLASS I
 AA0900
 AA0900.The horizontal coordinates were scaled from a map and have
 AA0900.an estimated accuracy of +/- 6 seconds.
 AA0900
 AA0900.The orthometric height was determined by differential leveling and
 AA0900.adjusted by the NATIONAL GEODETIC SURVEY
 AA0900.in June 1991.
 AA0900
 AA0900.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0900.GEOID18 height accuracy estimate available here.
 AA0900
 AA0900.This Tidal Bench Mark is designated as VM 6389
 AA0900.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0900
 AA0900.Click photographs - Photos may exist for this station.
 AA0900
 AA0900.The dynamic height is computed by dividing the NAVD 88
 AA0900.geopotential number by the normal gravity value computed on the
 AA0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0900.degrees latitude (g = 980.6199 gals.).
 AA0900
 AA0900.The modeled gravity was interpolated from observed gravity values.
 AA0900
 AA0900;                    North         East    Units  Estimated Accuracy
 AA0900;SPC FL E     -    40,530.      167,820.      MT  (+/- 180 meters Scaled)
 AA0900
 AA0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH678316(NAD 83)
 AA0900
 AA0900                          SUPERSEDED SURVEY CONTROL
 AA0900
 AA0900.No superseded survey control is available for this station.
 AA0900
 AA0900_MARKER: DJ = TIDAL STATION DISK
 AA0900_SETTING: 66 = SET IN ROCK OUTCROP
 AA0900_STAMPING: 4168 D 1982
 AA0900_MARK LOGO: NOS
 AA0900_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0900+STABILITY: POSITION/ELEVATION WELL
 AA0900
 AA0900  HISTORY     - Date     Condition        Report By
 AA0900  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0900
 AA0900                          STATION DESCRIPTION
 AA0900
 AA0900'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0900'4.9 MI NE FROM BIG PINE.
 AA0900'BEGIN IN BIG PINE, AT THE JUNCTION OF COUNTY ROAD C 940 (KEY DEER
 AA0900'BOULEVARD) WITH U.S. HIGHWAY 1, GO 1.7 MILES NORTHWEST ON C 940 TO
 AA0900'WATSON BOULEVARD, GO 3.25 MILES EAST ON WATSON BOULEVARD TO ITS END
 AA0900'AND THE MARK.  THE MARK IS 0.2 MILE WEST OF THE EAST END OF THE ROAD,
 AA0900'AT THE FIRST DIRT ROAD WEST OF THE EAST END OF THE BOULEVARD, 34.3
 AA0900'FEET SOUTH OF THE CENTERLINE OF WATSON BOULEVARD, AND 25.0 FEET WEST
 AA0900'OF THE CENTERLINE OF THE DIRT ROAD.
 AA0900'THE MARK IS ABOVE LEVEL WITH WATSON BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0901 ***********************************************************************
 AA0901  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0901  DESIGNATION -  872 4168 E TIDAL
 AA0901  PID         -  AA0901
 AA0901  STATE/COUNTY-  FL/MONROE
 AA0901  COUNTRY     -  US
 AA0901  USGS QUAD   -  BIG PINE KEY (2018)
 AA0901
 AA0901                         *CURRENT SURVEY CONTROL
 AA0901  ______________________________________________________________________
 AA0901* NAD 83(1986) POSITION- 24 41 56.     (N) 081 19 05.     (W)   SCALED
 AA0901* NAVD 88 ORTHO HEIGHT -     1.069 (meters)        3.51  (feet) ADJUSTED
 AA0901  ______________________________________________________________________
 AA0901  GEOID HEIGHT    -        -21.926 (meters)                     GEOID18
 AA0901  DYNAMIC HEIGHT  -          1.067 (meters)        3.50  (feet) COMP
 AA0901  MODELED GRAVITY -    978,969.4   (mgal)                       NAVD 88
 AA0901
 AA0901  VERT ORDER      -  SECOND    CLASS I
 AA0901
 AA0901.The horizontal coordinates were scaled from a map and have
 AA0901.an estimated accuracy of +/- 6 seconds.
 AA0901
 AA0901.The orthometric height was determined by differential leveling and
 AA0901.adjusted by the NATIONAL GEODETIC SURVEY
 AA0901.in June 1991.
 AA0901
 AA0901.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0901.GEOID18 height accuracy estimate available here.
 AA0901
 AA0901.This Tidal Bench Mark is designated as VM 6390
 AA0901.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0901
 AA0901.Click photographs - Photos may exist for this station.
 AA0901
 AA0901.The dynamic height is computed by dividing the NAVD 88
 AA0901.geopotential number by the normal gravity value computed on the
 AA0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0901.degrees latitude (g = 980.6199 gals.).
 AA0901
 AA0901.The modeled gravity was interpolated from observed gravity values.
 AA0901
 AA0901;                    North         East    Units  Estimated Accuracy
 AA0901;SPC FL E     -    40,530.      167,820.      MT  (+/- 180 meters Scaled)
 AA0901
 AA0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH678316(NAD 83)
 AA0901
 AA0901                          SUPERSEDED SURVEY CONTROL
 AA0901
 AA0901.No superseded survey control is available for this station.
 AA0901
 AA0901_MARKER: DJ = TIDAL STATION DISK
 AA0901_SETTING: 66 = SET IN ROCK OUTCROP
 AA0901_STAMPING: 4168 E 1982
 AA0901_MARK LOGO: NOS
 AA0901_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0901+STABILITY: POSITION/ELEVATION WELL
 AA0901
 AA0901  HISTORY     - Date     Condition        Report By
 AA0901  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0901
 AA0901                          STATION DESCRIPTION
 AA0901
 AA0901'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0901'4.8 MI NE FROM BIG PINE.
 AA0901'BEGIN IN BIG PINE, AT THE JUNCTION OF COUNTY ROAD C 940
 AA0901'(KEY DEER BOULEVARD) WITH U.S. HIGHWAY 1, GO 1.7 MILES
 AA0901'NORTHWEST ON C 940 TO WATSON BOULEVARD, GO 3.15 MILES
 AA0901'EAST ON WATSON BOULEVARD TO ITS END AND THE MARK.  THE
 AA0901'MARK BEARS 27.3 FEET SOUTH OF THE CENTERLINE OF WATSON
 AA0901'BOULEVARD, 638.3 FEET WEST OF BENCH MARK 4168 D 1982,
 AA0901'15.4 FEET NORTH OF A TREE WITH A WITNESS SIGN ATTACHED,
 AA0901'AND AT THE NORTH EDGE OF THE TREE LINE PARALLELING THE
 AA0901'ROAD.
 AA0901'THE MARK IS 1 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0247 ***********************************************************************
 AA0247  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0247  DESIGNATION -  872 4168 TIDAL 1
 AA0247  PID         -  AA0247
 AA0247  STATE/COUNTY-  FL/MONROE
 AA0247  COUNTRY     -  US
 AA0247  USGS QUAD   -  BIG PINE KEY (2018)
 AA0247
 AA0247                         *CURRENT SURVEY CONTROL
 AA0247  ______________________________________________________________________
 AA0247* NAD 83(1986) POSITION- 24 41 52.     (N) 081 19 04.     (W)   SCALED
 AA0247* NAVD 88 ORTHO HEIGHT -     0.546 (meters)        1.79  (feet) ADJUSTED
 AA0247  ______________________________________________________________________
 AA0247  GEOID HEIGHT    -        -21.927 (meters)                     GEOID18
 AA0247  DYNAMIC HEIGHT  -          0.545 (meters)        1.79  (feet) COMP
 AA0247  MODELED GRAVITY -    978,969.3   (mgal)                       NAVD 88
 AA0247
 AA0247  VERT ORDER      -  FIRST     CLASS II
 AA0247
 AA0247.The horizontal coordinates were scaled from a map and have
 AA0247.an estimated accuracy of +/- 6 seconds.
 AA0247
 AA0247.The orthometric height was determined by differential leveling and
 AA0247.adjusted by the NATIONAL GEODETIC SURVEY
 AA0247.in June 1991.
 AA0247
 AA0247.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0247.GEOID18 height accuracy estimate available here.
 AA0247
 AA0247.This Tidal Bench Mark is designated as VM 6386
 AA0247.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0247
 AA0247.Click photographs - Photos may exist for this station.
 AA0247
 AA0247.The dynamic height is computed by dividing the NAVD 88
 AA0247.geopotential number by the normal gravity value computed on the
 AA0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0247.degrees latitude (g = 980.6199 gals.).
 AA0247
 AA0247.The modeled gravity was interpolated from observed gravity values.
 AA0247
 AA0247;                    North         East    Units  Estimated Accuracy
 AA0247;SPC FL E     -    40,400.      167,840.      MT  (+/- 180 meters Scaled)
 AA0247
 AA0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH678315(NAD 83)
 AA0247
 AA0247                          SUPERSEDED SURVEY CONTROL
 AA0247
 AA0247  NGVD 29 (??/??/92)    0.969  (m)            3.18   (f) ADJ UNCH    1 2
 AA0247
 AA0247.Superseded values are not recommended for survey control.
 AA0247
 AA0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0247.See file dsdata.pdf to determine how the superseded data were derived.
 AA0247
 AA0247_MARKER: DB = BENCH MARK DISK
 AA0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0247_STAMPING: NO 1 1935
 AA0247_MARK LOGO: CGS
 AA0247_PROJECTION: FLUSH
 AA0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0247+STABILITY: SURFACE MOTION
 AA0247
 AA0247  HISTORY     - Date     Condition        Report By
 AA0247  HISTORY     - 1935     MONUMENTED       CGS
 AA0247  HISTORY     - 1966     GOOD             CGS
 AA0247  HISTORY     - 1982     GOOD             FLDNR
 AA0247
 AA0247                          STATION DESCRIPTION
 AA0247
 AA0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0247'24.2 MI SW FROM MARATHON.
 AA0247'ABOUT 19.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0247'OFFICE AT MARATHON, THENCE 1.7 MILES NORTHWEST ALONG STATE HIGHWAY
 AA0247'940, THENCE 1.6 MILES EAST ALONG STATE HIGHWAY 940, THENCE
 AA0247'0.5 MILE EAST ACROSS BOGIE CHANNEL, THENCE 1.35 MILES EAST ALONG
 AA0247'AN ABANDONED ROAD, ON NO NAME KEY, ALONG THE EAST SIDE OF
 AA0247'NO NAME KEY, NEAR THE SITE OF AN ABANDONED FERRY LANDING, 110
 AA0247'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 48 FEET WEST OF
 AA0247'THE HIGH WATER LINE, 7 1/2 FEET WEST OF THE SOUTHEAST CORNER
 AA0247'OF AN ABANDONED WATER TANK, 1.0 FOOT SOUTH OF THE SOUTH SIDE
 AA0247'OF AN ABANDONED CONCRETE WATER TANK, 57 FEET NORTHEAST OF TIDAL
 AA0247'BM NO. 2, ABOUT LEVEL WITH THE OLD HIGHWAY AND SET IN THE TOP
 AA0247'OF A CONCRETE POST FLUSH WITH THE GROUND.
 AA0247
 AA0247                          STATION RECOVERY (1982)
 AA0247
 AA0247'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0247'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0899 ***********************************************************************
 AA0899  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0899  DESIGNATION -  872 4168 TIDAL 1
 AA0899  PID         -  AA0899
 AA0899  STATE/COUNTY-  FL/MONROE
 AA0899  COUNTRY     -  US
 AA0899  USGS QUAD   -  BIG PINE KEY (2018)
 AA0899
 AA0899                         *CURRENT SURVEY CONTROL
 AA0899  ______________________________________________________________________
 AA0899* NAD 83(1986) POSITION- 24 41 56.     (N) 081 19 05.     (W)   SCALED
 AA0899* NAVD 88 ORTHO HEIGHT -     0.533 (meters)        1.75  (feet) ADJUSTED
 AA0899  ______________________________________________________________________
 AA0899  GEOID HEIGHT    -        -21.926 (meters)                     GEOID18
 AA0899  DYNAMIC HEIGHT  -          0.532 (meters)        1.75  (feet) COMP
 AA0899  MODELED GRAVITY -    978,969.4   (mgal)                       NAVD 88
 AA0899
 AA0899  VERT ORDER      -  SECOND    CLASS I
 AA0899
 AA0899.The horizontal coordinates were scaled from a map and have
 AA0899.an estimated accuracy of +/- 6 seconds.
 AA0899
 AA0899.The orthometric height was determined by differential leveling and
 AA0899.adjusted by the NATIONAL GEODETIC SURVEY
 AA0899.in June 1991.
 AA0899
 AA0899.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0899.GEOID18 height accuracy estimate available here.
 AA0899
 AA0899.This Tidal Bench Mark is designated as VM 6388
 AA0899.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0899
 AA0899.Click photographs - Photos may exist for this station.
 AA0899
 AA0899.The dynamic height is computed by dividing the NAVD 88
 AA0899.geopotential number by the normal gravity value computed on the
 AA0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0899.degrees latitude (g = 980.6199 gals.).
 AA0899
 AA0899.The modeled gravity was interpolated from observed gravity values.
 AA0899
 AA0899;                    North         East    Units  Estimated Accuracy
 AA0899;SPC FL E     -    40,530.      167,820.      MT  (+/- 180 meters Scaled)
 AA0899
 AA0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH678316(NAD 83)
 AA0899
 AA0899                          SUPERSEDED SURVEY CONTROL
 AA0899
 AA0899.No superseded survey control is available for this station.
 AA0899
 AA0899_MARKER: DD = SURVEY DISK
 AA0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0899_STAMPING: NO 1 1973
 AA0899_MARK LOGO: NOS
 AA0899_PROJECTION: FLUSH
 AA0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0899+STABILITY: SURFACE MOTION
 AA0899
 AA0899  HISTORY     - Date     Condition        Report By
 AA0899  HISTORY     - 1973     MONUMENTED       NOS
 AA0899  HISTORY     - 1982     GOOD             FLDNR
 AA0899
 AA0899                          STATION DESCRIPTION
 AA0899
 AA0899'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0899'5.1 MI NE FROM BIG PINE.
 AA0899'BEGIN IN BIG PINE, AT THE JUNCTION OF COUNTY ROAD C 940 (KEY DEER
 AA0899'BOULEVARD) WITH U.S. HIGHWAY 1, G0 1.7 MILES NORTHWEST ON C 940 TO
 AA0899'WATSON BOULEVARD, GO 3.45 MILES EAST ON WATSON BOULEVARD TO ITS END
 AA0899'AND THE MARK.  THE MARK BEARS 54 FEET NORTH OF THE CENTERLINE OF THE
 AA0899'ROAD, 30 FEET WEST-SOUTHWEST OF AN ABANDONED CONCRETE FLOOR, 3 FEET
 AA0899'SOUTH OF THE SOUTH SIDE OF THE FLOOR, AND 69.4 FEET NORTHEAST OF AND
 AA0899'ACROSS THE ROAD FROM TIDAL BENCH MARK NO 3 1935.
 AA0899'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0249 ***********************************************************************
 AA0249  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0249  DESIGNATION -  872 4168 TIDAL 3
 AA0249  PID         -  AA0249
 AA0249  STATE/COUNTY-  FL/MONROE
 AA0249  COUNTRY     -  US
 AA0249  USGS QUAD   -  BIG PINE KEY (2018)
 AA0249
 AA0249                         *CURRENT SURVEY CONTROL
 AA0249  ______________________________________________________________________
 AA0249* NAD 83(1986) POSITION- 24 41 51.     (N) 081 19 06.     (W)   SCALED
 AA0249* NAVD 88 ORTHO HEIGHT -     0.639 (meters)        2.10  (feet) ADJUSTED
 AA0249  ______________________________________________________________________
 AA0249  GEOID HEIGHT    -        -21.927 (meters)                     GEOID18
 AA0249  DYNAMIC HEIGHT  -          0.638 (meters)        2.09  (feet) COMP
 AA0249  MODELED GRAVITY -    978,969.3   (mgal)                       NAVD 88
 AA0249
 AA0249  VERT ORDER      -  FIRST     CLASS II
 AA0249
 AA0249.The horizontal coordinates were scaled from a map and have
 AA0249.an estimated accuracy of +/- 6 seconds.
 AA0249
 AA0249.The orthometric height was determined by differential leveling and
 AA0249.adjusted by the NATIONAL GEODETIC SURVEY
 AA0249.in June 1991.
 AA0249
 AA0249.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0249.GEOID18 height accuracy estimate available here.
 AA0249
 AA0249.This Tidal Bench Mark is designated as VM 6387
 AA0249.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0249
 AA0249.Click photographs - Photos may exist for this station.
 AA0249
 AA0249.The dynamic height is computed by dividing the NAVD 88
 AA0249.geopotential number by the normal gravity value computed on the
 AA0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0249.degrees latitude (g = 980.6199 gals.).
 AA0249
 AA0249.The modeled gravity was interpolated from observed gravity values.
 AA0249
 AA0249;                    North         East    Units  Estimated Accuracy
 AA0249;SPC FL E     -    40,370.      167,790.      MT  (+/- 180 meters Scaled)
 AA0249
 AA0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH677314(NAD 83)
 AA0249
 AA0249                          SUPERSEDED SURVEY CONTROL
 AA0249
 AA0249  NGVD 29 (??/??/92)    1.062  (m)            3.48   (f) ADJ UNCH    1 2
 AA0249
 AA0249.Superseded values are not recommended for survey control.
 AA0249
 AA0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0249.See file dsdata.pdf to determine how the superseded data were derived.
 AA0249
 AA0249_MARKER: DB = BENCH MARK DISK
 AA0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0249_STAMPING: NO 3 1935
 AA0249_MARK LOGO: CGS
 AA0249_PROJECTION: FLUSH
 AA0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0249+STABILITY: SURFACE MOTION
 AA0249
 AA0249  HISTORY     - Date     Condition        Report By
 AA0249  HISTORY     - 1935     MONUMENTED       CGS
 AA0249  HISTORY     - 1966     GOOD             CGS
 AA0249  HISTORY     - 1972     MARK NOT FOUND   NGS
 AA0249  HISTORY     - 1982     GOOD             FLDNR
 AA0249
 AA0249                          STATION DESCRIPTION
 AA0249
 AA0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0249'24.2 MI SW FROM MARATHON.
 AA0249'ABOUT 19.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0249'OFFICE AT MARATHON, THENCE 1.7 MILES NORTHWEST ALONG STATE
 AA0249'HIGHWAY 940, THENCE 1.6 MILES EAST ALONG STATE HIGHWAY 940,
 AA0249'THENCE ABOUT 0.5 MILE EAST ACROSS BOGIE CHANNEL, THENCE 1.35
 AA0249'MILES EAST ALONG AN ABANDONED ROAD, ON NO NAME KEY, ALONG THE
 AA0249'EAST BANK OF NO NAME KEY, NEAR THE ABANDONED FERRY LANDING,
 AA0249'168 FEET WEST OF THE WEST END OF THE ABANDONED DOCK, 17 FEET SOUTH
 AA0249'OF THE CENTER LINE OF THE ABANDONED ROAD, 3.5 FEET NORTHEAST OF
 AA0249'THE NORTHWEST CORNER OF CONCRETE FLOOR FOR ABANDONED HOUSE,
 AA0249'69.4 FEET SOUTH-SOUTHWEST AND ACROSS ABANDONED HIGHWAY FROM
 AA0249'TIDAL BENCH MARK 2 DESCRIBED, ABOUT LEVEL WITH THE OLD HIGHWAY
 AA0249'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AA0249
 AA0249                          STATION RECOVERY (1972)
 AA0249
 AA0249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 AA0249'MARK NOT FOUND.
 AA0249
 AA0249                          STATION RECOVERY (1982)
 AA0249
 AA0249'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0249'RECOVERED IN GOOD CONDITION.  THE 1972 DESCRIPTION IS ADEQUATE EXCEPT
 AA0249'DELETE 3.5 FEET NORTHEAST OF THE NORTHWEST CORNER OF CONCRETE FLOOR
 AA0249'FOR ABANDONED HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0943 ***********************************************************************
 AA0943  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0943  DESIGNATION -  872 4178 E TIDAL
 AA0943  PID         -  AA0943
 AA0943  STATE/COUNTY-  FL/MONROE
 AA0943  COUNTRY     -  US
 AA0943  USGS QUAD   -  BIG PINE KEY (2018)
 AA0943
 AA0943                         *CURRENT SURVEY CONTROL
 AA0943  ______________________________________________________________________
 AA0943* NAD 83(1986) POSITION- 24 38 52.36   (N) 081 19 48.27   (W)   HD_HELD1
 AA0943* NAVD 88 ORTHO HEIGHT -     1.122 (meters)        3.68  (feet) ADJUSTED
 AA0943  ______________________________________________________________________
 AA0943  GEOID HEIGHT    -        -21.974 (meters)                     GEOID18
 AA0943  DYNAMIC HEIGHT  -          1.120 (meters)        3.67  (feet) COMP
 AA0943  MODELED GRAVITY -    978,965.4   (mgal)                       NAVD 88
 AA0943
 AA0943  VERT ORDER      -  SECOND    CLASS I
 AA0943
 AA0943.The horizontal coordinates were determined by differentially corrected
 AA0943.hand held GPS observations or other comparable positioning techniques
 AA0943.and have an estimated accuracy of +/- 3 meters.
 AA0943
 AA0943.The orthometric height was determined by differential leveling and
 AA0943.adjusted by the NATIONAL GEODETIC SURVEY
 AA0943.in June 1991.
 AA0943
 AA0943.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0943.GEOID18 height accuracy estimate available here.
 AA0943
 AA0943.This Tidal Bench Mark is designated as VM 6404
 AA0943.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0943
 AA0943.Click photographs - Photos may exist for this station.
 AA0943
 AA0943.The dynamic height is computed by dividing the NAVD 88
 AA0943.geopotential number by the normal gravity value computed on the
 AA0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0943.degrees latitude (g = 980.6199 gals.).
 AA0943
 AA0943.The modeled gravity was interpolated from observed gravity values.
 AA0943
 AA0943;                    North         East    Units  Estimated Accuracy
 AA0943;SPC FL E     -    34,878.7     166,586.4     MT  (+/- 3 meters HH1 GPS) 
 AA0943
 AA0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6659725998(NAD 83)
 AA0943
 AA0943                          SUPERSEDED SURVEY CONTROL
 AA0943
 AA0943.No superseded survey control is available for this station.
 AA0943
 AA0943_MARKER: DJ = TIDAL STATION DISK
 AA0943_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0943_SP_SET: SEAWALL
 AA0943_STAMPING: 4178 E 1982
 AA0943_MARK LOGO: NOS
 AA0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0943+STABILITY: SURFACE MOTION
 AA0943
 AA0943  HISTORY     - Date     Condition        Report By
 AA0943  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0943
 AA0943                          STATION DESCRIPTION
 AA0943
 AA0943'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0943'16.5 MI SW FROM MARATHON.
 AA0943'BEGIN AT THE POST OFFICE IN MARATHON, GO 16.5 MILES
 AA0943'SOUTHWEST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE
 AA0943'OVER SPANISH HARBOR CHANNEL AND THE MARK.  THE MARK IS SET
 AA0943'IN THE SEAWALL ON THE SOUTH SIDE OF THE HIGHWAY, 1.0 FOOT
 AA0943'EAST OF THE WEST END OF THE SEAWALL, 190 FEET WEST OF THE
 AA0943'EAST END OF THE SEAWALL, AND 159.5 FEET EAST OF THE FIRST
 AA0943'POWER POLE WEST OF THE BRIDGE.
 AA0943'THE MARK IS 15 FT BELOW HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0944 ***********************************************************************
 AA0944  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0944  DESIGNATION -  872 4178 F TIDAL
 AA0944  PID         -  AA0944
 AA0944  STATE/COUNTY-  FL/MONROE
 AA0944  COUNTRY     -  US
 AA0944  USGS QUAD   -  BIG PINE KEY (2018)
 AA0944
 AA0944                         *CURRENT SURVEY CONTROL
 AA0944  ______________________________________________________________________
 AA0944* NAD 83(1986) POSITION- 24 38 52.05   (N) 081 19 46.31   (W)   HD_HELD1
 AA0944* NAVD 88 ORTHO HEIGHT -     1.114 (meters)        3.65  (feet) ADJUSTED
 AA0944  ______________________________________________________________________
 AA0944  GEOID HEIGHT    -        -21.975 (meters)                     GEOID18
 AA0944  DYNAMIC HEIGHT  -          1.112 (meters)        3.65  (feet) COMP
 AA0944  MODELED GRAVITY -    978,965.4   (mgal)                       NAVD 88
 AA0944
 AA0944  VERT ORDER      -  SECOND    CLASS I
 AA0944
 AA0944.The horizontal coordinates were determined by differentially corrected
 AA0944.hand held GPS observations or other comparable positioning techniques
 AA0944.and have an estimated accuracy of +/- 3 meters.
 AA0944
 AA0944.The orthometric height was determined by differential leveling and
 AA0944.adjusted by the NATIONAL GEODETIC SURVEY
 AA0944.in June 1991.
 AA0944
 AA0944.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0944.GEOID18 height accuracy estimate available here.
 AA0944
 AA0944.This Tidal Bench Mark is designated as VM 6405
 AA0944.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0944
 AA0944.Click photographs - Photos may exist for this station.
 AA0944
 AA0944.The dynamic height is computed by dividing the NAVD 88
 AA0944.geopotential number by the normal gravity value computed on the
 AA0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0944.degrees latitude (g = 980.6199 gals.).
 AA0944
 AA0944.The modeled gravity was interpolated from observed gravity values.
 AA0944
 AA0944;                    North         East    Units  Estimated Accuracy
 AA0944;SPC FL E     -    34,869.0     166,641.5     MT  (+/- 3 meters HH1 GPS) 
 AA0944
 AA0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6665225989(NAD 83)
 AA0944
 AA0944                          SUPERSEDED SURVEY CONTROL
 AA0944
 AA0944.No superseded survey control is available for this station.
 AA0944
 AA0944_MARKER: DJ = TIDAL STATION DISK
 AA0944_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0944_SP_SET: SEAWALL
 AA0944_STAMPING: 4178 F 1982
 AA0944_MARK LOGO: NOS
 AA0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0944+STABILITY: SURFACE MOTION
 AA0944
 AA0944  HISTORY     - Date     Condition        Report By
 AA0944  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0944
 AA0944                          STATION DESCRIPTION
 AA0944
 AA0944'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0944'16.5 MI SW FROM MARATHON.
 AA0944'BEGIN AT THE POST OFFICE IN MARATHON, GO 16.5 MILES
 AA0944'SOUTHWEST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE
 AA0944'OVER SPANISH HARBOR CHANNEL AND THE MARK.  THE MARK IS SET
 AA0944'IN THE SEAWALL ON THE SOUTH SIDE OF THE HIGHWAY WHERE THE
 AA0944'SEAWALL JOINS THE BRIDGE WINGWALL.
 AA0944'THE MARK IS 15 FT BELOW HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1691 ***********************************************************************
 AA1691  DESIGNATION -  872 4178 G TIDAL
 AA1691  PID         -  AA1691
 AA1691  STATE/COUNTY-  FL/MONROE
 AA1691  COUNTRY     -  US
 AA1691  USGS QUAD   -  BIG PINE KEY (2018)
 AA1691
 AA1691                         *CURRENT SURVEY CONTROL
 AA1691  ______________________________________________________________________
 AA1691* NAD 83(1986) POSITION- 24 38 56.     (N) 081 19 47.     (W)   SCALED
 AA1691* NAVD 88 ORTHO HEIGHT -     6.171 (meters)       20.25  (feet) ADJUSTED
 AA1691  ______________________________________________________________________
 AA1691  GEOID HEIGHT    -        -21.973 (meters)                     GEOID18
 AA1691  DYNAMIC HEIGHT  -          6.161 (meters)       20.21  (feet) COMP
 AA1691  MODELED GRAVITY -    978,965.4   (mgal)                       NAVD 88
 AA1691
 AA1691  VERT ORDER      -  FIRST     CLASS II
 AA1691
 AA1691.The horizontal coordinates were scaled from a map and have
 AA1691.an estimated accuracy of +/- 6 seconds.
 AA1691
 AA1691.The orthometric height was determined by differential leveling and
 AA1691.adjusted by the NATIONAL GEODETIC SURVEY
 AA1691.in May 1994.
 AA1691
 AA1691.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1691.GEOID18 height accuracy estimate available here.
 AA1691
 AA1691.Click photographs - Photos may exist for this station.
 AA1691
 AA1691.The dynamic height is computed by dividing the NAVD 88
 AA1691.geopotential number by the normal gravity value computed on the
 AA1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1691.degrees latitude (g = 980.6199 gals.).
 AA1691
 AA1691.The modeled gravity was interpolated from observed gravity values.
 AA1691
 AA1691;                    North         East    Units  Estimated Accuracy
 AA1691;SPC FL E     -    34,990.      166,620.      MT  (+/- 180 meters Scaled)
 AA1691
 AA1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH666261(NAD 83)
 AA1691
 AA1691                          SUPERSEDED SURVEY CONTROL
 AA1691
 AA1691  NGVD 29 (09/01/92)    6.594  (m)           21.63   (f) ADJUSTED    1 2
 AA1691
 AA1691.Superseded values are not recommended for survey control.
 AA1691
 AA1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1691.See file dsdata.pdf to determine how the superseded data were derived.
 AA1691
 AA1691_MARKER: DD = SURVEY DISK
 AA1691_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1691_SP_SET: BRIDGE PARAPET
 AA1691_STAMPING: 4178 G
 AA1691_MARK LOGO: FLDT
 AA1691_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1691
 AA1691  HISTORY     - Date     Condition        Report By
 AA1691  HISTORY     - UNK      MONUMENTED       FLDT
 AA1691  HISTORY     - 19901026 GOOD             FLDNR
 AA1691
 AA1691                          STATION DESCRIPTION
 AA1691
 AA1691'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1691'TO REACH THE MARK FROM THE POST OFFICE IN MARATHON, GO SOUTHWEST ON
 AA1691'U.S. HIGHWAY 1 FOR 16.5 MI (26.6 KM) TO THE WEST END OF THE BRIDGE
 AA1691'OVER SPANISH HARBOR CHANNEL AND THE MARK.  LOCATED 19 FT (5.8 M)
 AA1691'NORTHWEST OF THE CENTERLINE OF THE ROAD AND 10.1 FT (3.1 M) EAST
 AA1691'NORTHEAST OF THE NORTHWEST CORNER OF THE GUARDRAIL.  THE MARK WAS
 AA1691'STAMPED BY THIS PARTY AND IS 3.0 FT (0.9 M) ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0258 ***********************************************************************
 AA0258  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0258  DESIGNATION -  872 4178 TIDAL 1
 AA0258  PID         -  AA0258
 AA0258  STATE/COUNTY-  FL/MONROE
 AA0258  COUNTRY     -  US
 AA0258  USGS QUAD   -  BIG PINE KEY (2018)
 AA0258
 AA0258                         *CURRENT SURVEY CONTROL
 AA0258  ______________________________________________________________________
 AA0258* NAD 83(1986) POSITION- 24 38 55.     (N) 081 19 47.     (W)   SCALED
 AA0258* NAVD 88 ORTHO HEIGHT -     0.248 (meters)        0.81  (feet) ADJUSTED
 AA0258  ______________________________________________________________________
 AA0258  GEOID HEIGHT    -        -21.973 (meters)                     GEOID18
 AA0258  DYNAMIC HEIGHT  -          0.248 (meters)        0.81  (feet) COMP
 AA0258  MODELED GRAVITY -    978,965.4   (mgal)                       NAVD 88
 AA0258
 AA0258  VERT ORDER      -  FIRST     CLASS II
 AA0258
 AA0258.The horizontal coordinates were scaled from a map and have
 AA0258.an estimated accuracy of +/- 6 seconds.
 AA0258
 AA0258.The orthometric height was determined by differential leveling and
 AA0258.adjusted by the NATIONAL GEODETIC SURVEY
 AA0258.in June 1991.
 AA0258
 AA0258.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0258.GEOID18 height accuracy estimate available here.
 AA0258
 AA0258.This Tidal Bench Mark is designated as VM 6401
 AA0258.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0258
 AA0258.Click photographs - Photos may exist for this station.
 AA0258
 AA0258.The dynamic height is computed by dividing the NAVD 88
 AA0258.geopotential number by the normal gravity value computed on the
 AA0258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0258.degrees latitude (g = 980.6199 gals.).
 AA0258
 AA0258.The modeled gravity was interpolated from observed gravity values.
 AA0258
 AA0258;                    North         East    Units  Estimated Accuracy
 AA0258;SPC FL E     -    34,960.      166,620.      MT  (+/- 180 meters Scaled)
 AA0258
 AA0258_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH666260(NAD 83)
 AA0258
 AA0258                          SUPERSEDED SURVEY CONTROL
 AA0258
 AA0258  NGVD 29 (09/01/92)    0.669  (m)            2.19   (f) ADJUSTED    1 2
 AA0258
 AA0258.Superseded values are not recommended for survey control.
 AA0258
 AA0258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0258.See file dsdata.pdf to determine how the superseded data were derived.
 AA0258
 AA0258_MARKER: DB = BENCH MARK DISK
 AA0258_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0258_SP_SET: SPANISH HARBOR VIADUCT
 AA0258_STAMPING: NO 1 1936
 AA0258_MARK LOGO: CGS
 AA0258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0258
 AA0258  HISTORY     - Date     Condition        Report By
 AA0258  HISTORY     - 1936     MONUMENTED       CGS
 AA0258  HISTORY     - 1966     GOOD             CGS
 AA0258  HISTORY     - 1975     GOOD             LOCENG
 AA0258  HISTORY     - 1978     GOOD             NGS
 AA0258  HISTORY     - 1982     GOOD             FLDNR
 AA0258
 AA0258                          STATION DESCRIPTION
 AA0258
 AA0258'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0258'16.5 MI SW FROM MARATHON.
 AA0258'ABOUT 16.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0258'OFFICE AT MARATHON, ON BIG PINE KEY, SET ON THE TOP OF THE
 AA0258'NORTH CONCRETE WING WALL AT THE WEST END OF THE SPANISH HARBOR
 AA0258'VIADUCT, 108 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 15
 AA0258'FEET SOUTHEAST OF THE NORTHWEST END OF THE WING WALL AND ABOUT
 AA0258'10 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0258
 AA0258                          STATION RECOVERY (1975)
 AA0258
 AA0258'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 AA0258'RECOVERED IN GOOD CONDITION.
 AA0258
 AA0258                          STATION RECOVERY (1978)
 AA0258
 AA0258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0258'RECOVERED IN GOOD CONDITION.
 AA0258
 AA0258                          STATION RECOVERY (1982)
 AA0258
 AA0258'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0258'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0255 ***********************************************************************
 AA0255  DESIGNATION -  872 4178 TIDAL 4
 AA0255  PID         -  AA0255
 AA0255  STATE/COUNTY-  FL/MONROE
 AA0255  COUNTRY     -  US
 AA0255  USGS QUAD   -  BIG PINE KEY (2018)
 AA0255
 AA0255                         *CURRENT SURVEY CONTROL
 AA0255  ______________________________________________________________________
 AA0255* NAD 83(1986) POSITION- 24 38 53.     (N) 081 19 47.     (W)   SCALED
 AA0255* NAVD 88 ORTHO HEIGHT -     4.648 (meters)       15.25  (feet) ADJUSTED
 AA0255  ______________________________________________________________________
 AA0255  GEOID HEIGHT    -        -21.974 (meters)                     GEOID18
 AA0255  DYNAMIC HEIGHT  -          4.640 (meters)       15.22  (feet) COMP
 AA0255  MODELED GRAVITY -    978,965.3   (mgal)                       NAVD 88
 AA0255
 AA0255  VERT ORDER      -  FIRST     CLASS II
 AA0255
 AA0255.The horizontal coordinates were scaled from a map and have
 AA0255.an estimated accuracy of +/- 6 seconds.
 AA0255
 AA0255.The orthometric height was determined by differential leveling and
 AA0255.adjusted by the NATIONAL GEODETIC SURVEY
 AA0255.in June 1991.
 AA0255
 AA0255.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0255.GEOID18 height accuracy estimate available here.
 AA0255
 AA0255.Click photographs - Photos may exist for this station.
 AA0255
 AA0255.The dynamic height is computed by dividing the NAVD 88
 AA0255.geopotential number by the normal gravity value computed on the
 AA0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0255.degrees latitude (g = 980.6199 gals.).
 AA0255
 AA0255.The modeled gravity was interpolated from observed gravity values.
 AA0255
 AA0255;                    North         East    Units  Estimated Accuracy
 AA0255;SPC FL E     -    34,900.      166,620.      MT  (+/- 180 meters Scaled)
 AA0255
 AA0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH666260(NAD 83)
 AA0255
 AA0255                          SUPERSEDED SURVEY CONTROL
 AA0255
 AA0255  NGVD 29 (??/??/92)    5.07   (m)           16.6    (f) COMPUTED    1 2
 AA0255
 AA0255.Superseded values are not recommended for survey control.
 AA0255
 AA0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0255.See file dsdata.pdf to determine how the superseded data were derived.
 AA0255
 AA0255_MARKER: DB = BENCH MARK DISK
 AA0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0255_SP_SET: SPANISH HARBOR VIADUCT
 AA0255_STAMPING: NO 4 1936
 AA0255_MARK LOGO: CGS
 AA0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0255
 AA0255  HISTORY     - Date     Condition        Report By
 AA0255  HISTORY     - 1936     MONUMENTED       CGS
 AA0255  HISTORY     - 1966     GOOD             CGS
 AA0255  HISTORY     - 1975     GOOD             LOCENG
 AA0255  HISTORY     - 1978     GOOD             NGS
 AA0255
 AA0255                          STATION DESCRIPTION
 AA0255
 AA0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0255'16.5 MI SW FROM MARATHON.
 AA0255'ABOUT 16.5 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0255'OFFICE AT MARATHON, ON BIG PINE KEY, SET ON THE TOP OF THE
 AA0255'SOUTH CONCRETE WING WALL AT THE WEST END OF THE SPANISH HARBOR
 AA0255'VIADUCT, 11 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 85 FEET
 AA0255'NORTHEAST OF BENCH MARK K 273 AND ABOUT 2 FEET BELOW THE
 AA0255'LEVEL OF THE HIGHWAY.
 AA0255
 AA0255                          STATION RECOVERY (1975)
 AA0255
 AA0255'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1975
 AA0255'RECOVERED IN GOOD CONDITION.
 AA0255
 AA0255                          STATION RECOVERY (1978)
 AA0255
 AA0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0255'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0902 ***********************************************************************
 AA0902  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0902  DESIGNATION -  872 4193 D TIDAL FLDT
 AA0902  PID         -  AA0902
 AA0902  STATE/COUNTY-  FL/MONROE
 AA0902  COUNTRY     -  US
 AA0902  USGS QUAD   -  BIG PINE KEY (2018)
 AA0902
 AA0902                         *CURRENT SURVEY CONTROL
 AA0902  ______________________________________________________________________
 AA0902* NAD 83(1986) POSITION- 24 41 52.52   (N) 081 20 52.30   (W)   HD_HELD1
 AA0902* NAVD 88 ORTHO HEIGHT -     2.744 (meters)        9.00  (feet) ADJUSTED
 AA0902  ______________________________________________________________________
 AA0902  GEOID HEIGHT    -        -21.881 (meters)                     GEOID18
 AA0902  DYNAMIC HEIGHT  -          2.739 (meters)        8.99  (feet) COMP
 AA0902  MODELED GRAVITY -    978,969.8   (mgal)                       NAVD 88
 AA0902
 AA0902  VERT ORDER      -  SECOND    CLASS I
 AA0902
 AA0902.The horizontal coordinates were determined by differentially corrected
 AA0902.hand held GPS observations or other comparable positioning techniques
 AA0902.and have an estimated accuracy of +/- 3 meters.
 AA0902
 AA0902.The orthometric height was determined by differential leveling and
 AA0902.adjusted by the NATIONAL GEODETIC SURVEY
 AA0902.in June 1991.
 AA0902
 AA0902.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0902.GEOID18 height accuracy estimate available here.
 AA0902
 AA0902.This Tidal Bench Mark is designated as VM 6418
 AA0902.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0902
 AA0902.Click photographs - Photos may exist for this station.
 AA0902
 AA0902.The dynamic height is computed by dividing the NAVD 88
 AA0902.geopotential number by the normal gravity value computed on the
 AA0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0902.degrees latitude (g = 980.6199 gals.).
 AA0902
 AA0902.The modeled gravity was interpolated from observed gravity values.
 AA0902
 AA0902;                    North         East    Units  Estimated Accuracy
 AA0902;SPC FL E     -    40,426.2     164,799.9     MT  (+/- 3 meters HH1 GPS) 
 AA0902
 AA0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6481131544(NAD 83)
 AA0902
 AA0902                          SUPERSEDED SURVEY CONTROL
 AA0902
 AA0902.No superseded survey control is available for this station.
 AA0902
 AA0902_MARKER: DB = BENCH MARK DISK
 AA0902_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0902_SP_SET: CONCRETE BRIDGE SIDEWALK
 AA0902_STAMPING: 4193 D
 AA0902_MARK LOGO: FLDT
 AA0902_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0902
 AA0902  HISTORY     - Date     Condition        Report By
 AA0902  HISTORY     - UNK      MONUMENTED       FLDT
 AA0902  HISTORY     - 1982     GOOD             FLDNR
 AA0902
 AA0902                          STATION DESCRIPTION
 AA0902
 AA0902'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0902'3.3 MI NE FROM BIG PINE.
 AA0902'BEGIN IN BIG PINE AT THE JUNCTION OF COUNTY ROAD C 940
 AA0902'(KEY DEER BOULEVARD) WITH U.S. HIGHWAY 1, GO 1.7 MILES
 AA0902'NORTHWEST ON C 940 TO WATSON BOULEVARD, GO 1.6 MILES
 AA0902'EAST ON WATSON BOULEVARD TO THE WEST END OF THE BRIDGE
 AA0902'OVER BOGIE CHANNEL AND THE MARK.  THE MARK BEARS 14 FEET
 AA0902'SOUTH OF THE CENTERLINE OF THE ROAD, AND IS IN THE
 AA0902'SIDEWALK AT THE SOUTHWEST CORNER OF THE BRIDGE.
 AA0902'THE MARK IS 0.5 FT ABOVE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0903 ***********************************************************************
 AA0903  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0903  DESIGNATION -  872 4193 E TIDAL
 AA0903  PID         -  AA0903
 AA0903  STATE/COUNTY-  FL/MONROE
 AA0903  COUNTRY     -  US
 AA0903  USGS QUAD   -  BIG PINE KEY (2018)
 AA0903
 AA0903                         *CURRENT SURVEY CONTROL
 AA0903  ______________________________________________________________________
 AA0903* NAD 83(2011) POSITION- 24 41 52.53297(N) 081 20 28.10126(W)   ADJUSTED
 AA0903* NAD 83(2011) ELLIP HT-   -19.165 (meters)        (06/27/12)   ADJUSTED
 AA0903* NAD 83(2011) EPOCH   -  2010.00
 AA0903* NAVD 88 ORTHO HEIGHT -     2.724 (meters)        8.94  (feet) ADJUSTED
 AA0903  ______________________________________________________________________
 AA0903  GEOID HEIGHT    -        -21.891 (meters)                     GEOID18
 AA0903  NAD 83(2011) X  -    872,903.576 (meters)                     COMP
 AA0903  NAD 83(2011) Y  - -5,731,973.030 (meters)                     COMP
 AA0903  NAD 83(2011) Z  -  2,648,703.398 (meters)                     COMP
 AA0903  LAPLACE CORR    -         -1.43  (seconds)                    DEFLEC18
 AA0903  DYNAMIC HEIGHT  -          2.719 (meters)        8.92  (feet) COMP
 AA0903  MODELED GRAVITY -    978,969.8   (mgal)                       NAVD 88
 AA0903
 AA0903  VERT ORDER      -  SECOND    CLASS I
 AA0903
 AA0903  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA0903  Standards:
 AA0903         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA0903            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA0903  -------------------------------------------------------------------
 AA0903  NETWORK    1.35   2.27           0.56   0.54   1.16      0.01887269
 AA0903  -------------------------------------------------------------------
 AA0903  Click here for local accuracies and other accuracy information.
 AA0903
 AA0903.The horizontal coordinates were established by GPS observations
 AA0903.and adjusted by the National Geodetic Survey in June 2012.
 AA0903
 AA0903.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA0903.been affixed to the stable North American tectonic plate. See 
 AA0903.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA0903
 AA0903.The horizontal coordinates are valid at the epoch date displayed above
 AA0903.which is a decimal equivalence of Year/Month/Day.
 AA0903
 AA0903.The orthometric height was determined by differential leveling and
 AA0903.adjusted by the NATIONAL GEODETIC SURVEY
 AA0903.in June 1991.
 AA0903
 AA0903.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0903.GEOID18 height accuracy estimate available here.
 AA0903
 AA0903.This Tidal Bench Mark is designated as VM 6419
 AA0903.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0903
 AA0903.Click photographs - Photos may exist for this station.
 AA0903
 AA0903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0903
 AA0903.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA0903
 AA0903.The ellipsoidal height was determined by GPS observations
 AA0903.and is referenced to NAD 83.
 AA0903
 AA0903.The dynamic height is computed by dividing the NAVD 88
 AA0903.geopotential number by the normal gravity value computed on the
 AA0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0903.degrees latitude (g = 980.6199 gals.).
 AA0903
 AA0903.The modeled gravity was interpolated from observed gravity values.
 AA0903
 AA0903. The following values were computed from the NAD 83(2011) position.
 AA0903
 AA0903;                    North         East     Units Scale Factor Converg.
 AA0903;SPC FL E     -    40,424.917   165,480.140   MT  0.99995589   -0 08 33.1
 AA0903;SPC FL E     -   132,627.42    542,912.76   sFT  0.99995589   -0 08 33.1
 AA0903;UTM  17      - 2,731,543.106   465,491.918   MT  0.99961471   -0 08 33.1
 AA0903
 AA0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0903!SPC FL E     -   1.00000301  x   0.99995589  =   0.99995890
 AA0903!UTM  17      -   1.00000301  x   0.99961471  =   0.99961772
 AA0903
 AA0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6549131543(NAD 83)
 AA0903
 AA0903                          SUPERSEDED SURVEY CONTROL
 AA0903
 AA0903  NAD 83(2007)-  24 41 52.53320(N)    081 20 28.10227(W) AD(2002.00) 0
 AA0903  ELLIP H (02/10/07)  -19.150  (m)                       GP(2002.00)    
 AA0903  NAD 83(1999)-  24 41 52.53390(N)    081 20 28.10198(W) AD(       ) 1
 AA0903  ELLIP H (06/19/01)  -19.149  (m)                       GP(       ) 4 1
 AA0903  NAD 83(1990)-  24 41 52.53204(N)    081 20 28.10197(W) AD(       ) 1
 AA0903  ELLIP H (07/31/95)  -19.088  (m)                       GP(       ) 4 1
 AA0903  NAVD 88               2.73   (m)            9.0    (f) LEVELING    3  
 AA0903
 AA0903.Superseded values are not recommended for survey control.
 AA0903
 AA0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0903.See file dsdata.pdf to determine how the superseded data were derived.
 AA0903
 AA0903_MARKER: DB = BENCH MARK DISK
 AA0903_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0903_SP_SET: SIDEWALK OF A BRIDGE
 AA0903_STAMPING: 4193 E
 AA0903_MARK LOGO: FLDT
 AA0903_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0903_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0903+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2018
 AA0903
 AA0903  HISTORY     - Date     Condition        Report By
 AA0903  HISTORY     - UNK      MONUMENTED       FLDT
 AA0903  HISTORY     - 1982     GOOD             FLDNR
 AA0903  HISTORY     - 19940223 GOOD             KEISCH
 AA0903  HISTORY     - 20180801 GOOD             NGS
 AA0903
 AA0903                          STATION DESCRIPTION
 AA0903
 AA0903'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0903'3.8 MI NE FROM BIG PINE.
 AA0903'BEGIN IN BIG PINE AT THE JUNCTION OF COUNTY ROAD C 940
 AA0903'(KEY DEER BOULEVARD) WITH U.S. HIGHWAY 1, GO 1.7 MILES
 AA0903'NORTHWEST ON C 940 TO WATSON BOULEVARD, GO 2.1 MILES
 AA0903'EAST ON WATSON BOULEVARD TO THE EAST END OF THE BRIDGE
 AA0903'OVER BOGIE CHANNEL AND THE MARK.  THE MARK BEARS 14.7
 AA0903'FEET NORTH OF THE CENTERLINE OF THE ROAD, 1.9 FEET SOUTH
 AA0903'OF THE BRIDGE GUARDRAIL, AND 1.2 FEET NORTHWEST OF THE
 AA0903'WESTERNMOST CONCRETE POST FOR A METAL GUARDRAIL.
 AA0903'THE MARK IS 1 FT ABOVE ROAD.
 AA0903
 AA0903                          STATION RECOVERY (1994)
 AA0903
 AA0903'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1994 (MDE)
 AA0903'THE STATION IS LOCATED ON NO NAME KEY AT THE EAST END OF THE WATSON
 AA0903'BLVD BRIDGE OVER BOGIE CHANNEL IN MONROE COUNTY, FLORIDA. TO REACH THE
 AA0903'STATION FROM THE INTERSECTION U.S. 1 AND C.R. 940 (KEY DEER BLVD.) ON
 AA0903'BIG PINE KEY, GO NORTHWEST ON C.R. 940 FOR 1.7 MI (2.7 KM) TO THE
 AA0903'INTERSECTION WITH WATSON BLVD. TURN RIGHT AND GO EAST ON WATSON BLVD
 AA0903'FOR 2.25 MI (3.62 KM) TO THE EAST END OF THE BRIDGE ACROSS BOGIE
 AA0903'CHANNEL AND THE STATION ON THE LEFT. THE STATION LIES IN THE NORTHEAST
 AA0903'CORNER OF THE BRIDGE. THE STATION IS FLORIDA S.R.D. BENCHMARK DISC SET
 AA0903'IN THE CONCRETE SIDEWALK OF THE BRIDGE, STAMPED "4193 E." REFERENCES--
 AA0903'X-CUT, SET IN A CONCRETE BRIDGE RAIL, MAGNETIC AZIMUTH OF 294 DEGREES
 AA0903'AT 9.49 FT (2.89 M) . X-CUT, SET IN A CONCRETE BRIDGE RAIL, MAGNETIC
 AA0903'AZIMUTH OF 57 DEGREES AT 6.35 FT (1.94 M) . KEITH AND SCHNARS NAIL AND
 AA0903'DISC, SET IN ASPHALT PAVEMENT, MAGNETIC AZIMUTH OF 187 DEGREES AT
 AA0903'14.60 FT (4.45 M) . SET CARSONITE WITNESS POST, MAGNETIC AZIMUTH OF 39
 AA0903'DEGREES AT 1.95 FT (0.59 M) .
 AA0903
 AA0903                          STATION RECOVERY (2018)
 AA0903
 AA0903'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (AMC)
 AA0903'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0907 ***********************************************************************
 AA0907  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0907  DESIGNATION -  872 4201 TIDAL 1
 AA0907  PID         -  AA0907
 AA0907  STATE/COUNTY-  FL/MONROE
 AA0907  COUNTRY     -  US
 AA0907  USGS QUAD   -  BIG PINE KEY (2018)
 AA0907
 AA0907                         *CURRENT SURVEY CONTROL
 AA0907  ______________________________________________________________________
 AA0907* NAD 83(1986) POSITION- 24 41 26.     (N) 081 21 23.     (W)   SCALED
 AA0907* NAVD 88 ORTHO HEIGHT -     0.489 (meters)        1.60  (feet) ADJUSTED
 AA0907  ______________________________________________________________________
 AA0907  GEOID HEIGHT    -        -21.877 (meters)                     GEOID18
 AA0907  DYNAMIC HEIGHT  -          0.488 (meters)        1.60  (feet) COMP
 AA0907  MODELED GRAVITY -    978,969.4   (mgal)                       NAVD 88
 AA0907
 AA0907  VERT ORDER      -  SECOND    CLASS I
 AA0907
 AA0907.The horizontal coordinates were scaled from a map and have
 AA0907.an estimated accuracy of +/- 6 seconds.
 AA0907
 AA0907.The orthometric height was determined by differential leveling and
 AA0907.adjusted by the NATIONAL GEODETIC SURVEY
 AA0907.in June 1991.
 AA0907
 AA0907.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0907.GEOID18 height accuracy estimate available here.
 AA0907
 AA0907.This Tidal Bench Mark is designated as VM 6431
 AA0907.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0907
 AA0907.Click photographs - Photos may exist for this station.
 AA0907
 AA0907.The dynamic height is computed by dividing the NAVD 88
 AA0907.geopotential number by the normal gravity value computed on the
 AA0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0907.degrees latitude (g = 980.6199 gals.).
 AA0907
 AA0907.The modeled gravity was interpolated from observed gravity values.
 AA0907
 AA0907;                    North         East    Units  Estimated Accuracy
 AA0907;SPC FL E     -    39,610.      163,940.      MT  (+/- 180 meters Scaled)
 AA0907
 AA0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH639307(NAD 83)
 AA0907
 AA0907                          SUPERSEDED SURVEY CONTROL
 AA0907
 AA0907.No superseded survey control is available for this station.
 AA0907
 AA0907_MARKER: DD = SURVEY DISK
 AA0907_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0907_SP_SET: STEP
 AA0907_STAMPING: NO 1 1974
 AA0907_MARK LOGO: NOS
 AA0907_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0907
 AA0907  HISTORY     - Date     Condition        Report By
 AA0907  HISTORY     - 1974     MONUMENTED       NOS
 AA0907  HISTORY     - 1982     GOOD             FLDNR
 AA0907
 AA0907                          STATION DESCRIPTION
 AA0907
 AA0907'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0907'2.5 MI NORTH FROM BIG PINE.
 AA0907'BEGIN IN BIG PINE AT THE JUNCTION OF COUNTY ROAD C 940
 AA0907'(KEY DEER BOULEVARD) WITH U.S. HIGHWAY 1, GO 1.7 MILES
 AA0907'NORTHWEST ON C 940 TO WATSON BOULEVARD, GO 0.75 MILE
 AA0907'EAST ON WATSON BOULEVARD TO THE JUNCTION OF AVENUE B
 AA0907'AND THE ENTRANCE TO THE HALCYON BEACH TRAILER PARK.
 AA0907'THE MARK IS AT THE EAST SIDE OF THE TRAILER PARK, SET
 AA0907'IN THE SECOND STEP ON THE EAST SIDE OF THE RECREATION
 AA0907'HALL, 18 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 AA0907'BUILDING, AND 4 FEET EAST OF THE ENTRANCE.
 AA0907'THE MARK IS 1 FT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0906 ***********************************************************************
 AA0906  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0906  DESIGNATION -  872 4201 TIDAL 2
 AA0906  PID         -  AA0906
 AA0906  STATE/COUNTY-  FL/MONROE
 AA0906  COUNTRY     -  US
 AA0906  USGS QUAD   -  BIG PINE KEY (2018)
 AA0906
 AA0906                         *CURRENT SURVEY CONTROL
 AA0906  ______________________________________________________________________
 AA0906* NAD 83(1986) POSITION- 24 41 26.     (N) 081 21 23.     (W)   SCALED
 AA0906* NAVD 88 ORTHO HEIGHT -     0.675 (meters)        2.21  (feet) ADJUSTED
 AA0906  ______________________________________________________________________
 AA0906  GEOID HEIGHT    -        -21.877 (meters)                     GEOID18
 AA0906  DYNAMIC HEIGHT  -          0.674 (meters)        2.21  (feet) COMP
 AA0906  MODELED GRAVITY -    978,969.4   (mgal)                       NAVD 88
 AA0906
 AA0906  VERT ORDER      -  SECOND    CLASS I
 AA0906
 AA0906.The horizontal coordinates were scaled from a map and have
 AA0906.an estimated accuracy of +/- 6 seconds.
 AA0906
 AA0906.The orthometric height was determined by differential leveling and
 AA0906.adjusted by the NATIONAL GEODETIC SURVEY
 AA0906.in June 1991.
 AA0906
 AA0906.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0906.GEOID18 height accuracy estimate available here.
 AA0906
 AA0906.This Tidal Bench Mark is designated as VM 6432
 AA0906.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0906
 AA0906.Click photographs - Photos may exist for this station.
 AA0906
 AA0906.The dynamic height is computed by dividing the NAVD 88
 AA0906.geopotential number by the normal gravity value computed on the
 AA0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0906.degrees latitude (g = 980.6199 gals.).
 AA0906
 AA0906.The modeled gravity was interpolated from observed gravity values.
 AA0906
 AA0906;                    North         East    Units  Estimated Accuracy
 AA0906;SPC FL E     -    39,610.      163,940.      MT  (+/- 180 meters Scaled)
 AA0906
 AA0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH639307(NAD 83)
 AA0906
 AA0906                          SUPERSEDED SURVEY CONTROL
 AA0906
 AA0906.No superseded survey control is available for this station.
 AA0906
 AA0906_MARKER: DD = SURVEY DISK
 AA0906_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0906_SP_SET: STEP
 AA0906_STAMPING: NO 2 1974
 AA0906_MARK LOGO: NOS
 AA0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0906
 AA0906  HISTORY     - Date     Condition        Report By
 AA0906  HISTORY     - 1974     MONUMENTED       NOS
 AA0906  HISTORY     - 1982     GOOD             FLDNR
 AA0906
 AA0906                          STATION DESCRIPTION
 AA0906
 AA0906'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0906'2.5 MI NORTH FROM BIG PINE.
 AA0906'BEGIN IN BIG PINE AT THE JUNCTION OF COUNTY ROAD C 940
 AA0906'(KEY DEER BOULEVARD) WITH U.S. HIGHWAY 1, GO 1.7 MILES
 AA0906'NORTHWEST ON C 940 TO WATSON BOULEVARD, GO 0.75 MILE EAST
 AA0906'ON WATSON BOULEVARD TO THE JUNCTION OF AVENUE B AND
 AA0906'THE ENTRANCE TO HALCYON BEACH TRAILER PARK.
 AA0906'THE MARK IS AT THE TRAILER PARK RECREATION HALL,
 AA0906'35 FEET SOUTH OF THE CENTERLINE OF THE NORTH ENTRANCE
 AA0906'ROAD, 25 FEET WEST OF THE NORTHEAST CORNER OF THE
 AA0906'BUILDING, 6 FEET EAST OF THE NORTHWEST CORNER OF THE
 AA0906'BUILDING, AND SET IN THE SECOND STEP.
 AA0906'THE MARK IS 1 FT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0905 ***********************************************************************
 AA0905  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0905  DESIGNATION -  872 4201 TIDAL 3
 AA0905  PID         -  AA0905
 AA0905  STATE/COUNTY-  FL/MONROE
 AA0905  COUNTRY     -  US
 AA0905  USGS QUAD   -  BIG PINE KEY (2018)
 AA0905
 AA0905                         *CURRENT SURVEY CONTROL
 AA0905  ______________________________________________________________________
 AA0905* NAD 83(1986) POSITION- 24 41 26.     (N) 081 21 23.     (W)   SCALED
 AA0905* NAVD 88 ORTHO HEIGHT -     0.689 (meters)        2.26  (feet) ADJUSTED
 AA0905  ______________________________________________________________________
 AA0905  GEOID HEIGHT    -        -21.877 (meters)                     GEOID18
 AA0905  DYNAMIC HEIGHT  -          0.687 (meters)        2.25  (feet) COMP
 AA0905  MODELED GRAVITY -    978,969.4   (mgal)                       NAVD 88
 AA0905
 AA0905  VERT ORDER      -  SECOND    CLASS I
 AA0905
 AA0905.The horizontal coordinates were scaled from a map and have
 AA0905.an estimated accuracy of +/- 6 seconds.
 AA0905
 AA0905.The orthometric height was determined by differential leveling and
 AA0905.adjusted by the NATIONAL GEODETIC SURVEY
 AA0905.in June 1991.
 AA0905
 AA0905.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0905.GEOID18 height accuracy estimate available here.
 AA0905
 AA0905.This Tidal Bench Mark is designated as VM 6433
 AA0905.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0905
 AA0905.Click photographs - Photos may exist for this station.
 AA0905
 AA0905.The dynamic height is computed by dividing the NAVD 88
 AA0905.geopotential number by the normal gravity value computed on the
 AA0905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0905.degrees latitude (g = 980.6199 gals.).
 AA0905
 AA0905.The modeled gravity was interpolated from observed gravity values.
 AA0905
 AA0905;                    North         East    Units  Estimated Accuracy
 AA0905;SPC FL E     -    39,610.      163,940.      MT  (+/- 180 meters Scaled)
 AA0905
 AA0905_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH639307(NAD 83)
 AA0905
 AA0905                          SUPERSEDED SURVEY CONTROL
 AA0905
 AA0905.No superseded survey control is available for this station.
 AA0905
 AA0905_MARKER: DD = SURVEY DISK
 AA0905_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0905_SP_SET: PAD
 AA0905_STAMPING: NO 3 1974
 AA0905_MARK LOGO: NOS
 AA0905_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0905
 AA0905  HISTORY     - Date     Condition        Report By
 AA0905  HISTORY     - 1974     MONUMENTED       NOS
 AA0905  HISTORY     - 1982     GOOD             FLDNR
 AA0905
 AA0905                          STATION DESCRIPTION
 AA0905
 AA0905'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0905'2.5 MI NORTH FROM BIG PINE.
 AA0905'BEGIN IN BIG PINE AT THE JUNCTION OF COUNTY ROAD C 940
 AA0905'(KEY DEER BOULEVARD) WITH U.S. HIGHWAY 1, GO 1.7 MILES
 AA0905'NORTHWEST ON C 940 TO WATSON BOULEVARD, GO 0.75 MILE EAST
 AA0905'ON WATSON BOULEVARD TO THE JUNCTION OF AVENUE B
 AA0905'AND THE ENTRANCE TO HALCYON BEACH TRAILER
 AA0905'PARK.  THE MARK IS IN THE SEVENTH CONCRETE TRAILER PAD
 AA0905'EAST OF AVENUE B, ALONG THE NORTH ENTRANCE ROAD, 42
 AA0905'FEET SOUTH OF THE CENTERLINE OF THE ENTRANCE ROAD, AND
 AA0905'2 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE PAD.
 AA0905'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0904 ***********************************************************************
 AA0904  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0904  DESIGNATION -  872 4201 TIDAL 4
 AA0904  PID         -  AA0904
 AA0904  STATE/COUNTY-  FL/MONROE
 AA0904  COUNTRY     -  US
 AA0904  USGS QUAD   -  BIG PINE KEY (2018)
 AA0904
 AA0904                         *CURRENT SURVEY CONTROL
 AA0904  ______________________________________________________________________
 AA0904* NAD 83(1986) POSITION- 24 41 27.49   (N) 081 21 29.67   (W)   HD_HELD1
 AA0904* NAVD 88 ORTHO HEIGHT -     0.576 (meters)        1.89  (feet) ADJUSTED
 AA0904  ______________________________________________________________________
 AA0904  GEOID HEIGHT    -        -21.873 (meters)                     GEOID18
 AA0904  DYNAMIC HEIGHT  -          0.575 (meters)        1.89  (feet) COMP
 AA0904  MODELED GRAVITY -    978,969.4   (mgal)                       NAVD 88
 AA0904
 AA0904  VERT ORDER      -  SECOND    CLASS I
 AA0904
 AA0904.The horizontal coordinates were determined by differentially corrected
 AA0904.hand held GPS observations or other comparable positioning techniques
 AA0904.and have an estimated accuracy of +/- 3 meters.
 AA0904
 AA0904.The orthometric height was determined by differential leveling and
 AA0904.adjusted by the NATIONAL GEODETIC SURVEY
 AA0904.in June 1991.
 AA0904
 AA0904.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0904.GEOID18 height accuracy estimate available here.
 AA0904
 AA0904.This Tidal Bench Mark is designated as VM 6434
 AA0904.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0904
 AA0904.Click photographs - Photos may exist for this station.
 AA0904
 AA0904.The dynamic height is computed by dividing the NAVD 88
 AA0904.geopotential number by the normal gravity value computed on the
 AA0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0904.degrees latitude (g = 980.6199 gals.).
 AA0904
 AA0904.The modeled gravity was interpolated from observed gravity values.
 AA0904
 AA0904;                    North         East    Units  Estimated Accuracy
 AA0904;SPC FL E     -    39,658.8     163,747.5     MT  (+/- 3 meters HH1 GPS) 
 AA0904
 AA0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6375930777(NAD 83)
 AA0904
 AA0904                          SUPERSEDED SURVEY CONTROL
 AA0904
 AA0904.No superseded survey control is available for this station.
 AA0904
 AA0904_MARKER: DD = SURVEY DISK
 AA0904_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0904_SP_SET: SEAWALL
 AA0904_STAMPING: NO 4 1974
 AA0904_MARK LOGO: NOS
 AA0904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0904+STABILITY: SURFACE MOTION
 AA0904
 AA0904  HISTORY     - Date     Condition        Report By
 AA0904  HISTORY     - 1974     MONUMENTED       NOS
 AA0904  HISTORY     - 1982     GOOD             FLDNR
 AA0904
 AA0904                          STATION DESCRIPTION
 AA0904
 AA0904'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0904'2.5 MI NORTH FROM BIG PINE.
 AA0904'BEGIN IN BIG PINE AT THE JUNCTION OF COUNTY ROAD C 940
 AA0904'(KEY DEER BOULEVARD) WITH U.S. HIGHWAY 1, GO 1.7 MILES
 AA0904'NORTHWEST ON C 940 TO WATSON BOULEVARD, GO 0.75 MILE
 AA0904'EAST ON WATSON BOULEVARD TO THE JUNCTION OF AVENUE B
 AA0904'AND THE MARK.  THE MARK IS SET IN THE SEAWALL AT THE
 AA0904'PRIVATE HOME AT THE NORTHWEST CORNER OF THE JUNCTION,
 AA0904'60 FEET NORTH OF THE CENTERLINE OF WATSON BOULEVARD,
 AA0904'AND 1 FOOT WEST OF THE SOUTHEAST CORNER OF THE CANAL
 AA0904'SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1694 ***********************************************************************
 AA1694  DESIGNATION -  872 4211 F TIDAL
 AA1694  PID         -  AA1694
 AA1694  STATE/COUNTY-  FL/MONROE
 AA1694  COUNTRY     -  US
 AA1694  USGS QUAD   -  BIG PINE KEY (2018)
 AA1694
 AA1694                         *CURRENT SURVEY CONTROL
 AA1694  ______________________________________________________________________
 AA1694* NAD 83(1986) POSITION- 24 40 12.     (N) 081 22 05.     (W)   SCALED
 AA1694* NAVD 88 ORTHO HEIGHT -     0.946 (meters)        3.10  (feet) ADJUSTED
 AA1694  ______________________________________________________________________
 AA1694  GEOID HEIGHT    -        -21.886 (meters)                     GEOID18
 AA1694  DYNAMIC HEIGHT  -          0.945 (meters)        3.10  (feet) COMP
 AA1694  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA1694
 AA1694  VERT ORDER      -  FIRST     CLASS II
 AA1694
 AA1694.The horizontal coordinates were scaled from a map and have
 AA1694.an estimated accuracy of +/- 6 seconds.
 AA1694
 AA1694.The orthometric height was determined by differential leveling and
 AA1694.adjusted by the NATIONAL GEODETIC SURVEY
 AA1694.in May 1994.
 AA1694
 AA1694.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1694.GEOID18 height accuracy estimate available here.
 AA1694
 AA1694.Click photographs - Photos may exist for this station.
 AA1694
 AA1694.The dynamic height is computed by dividing the NAVD 88
 AA1694.geopotential number by the normal gravity value computed on the
 AA1694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1694.degrees latitude (g = 980.6199 gals.).
 AA1694
 AA1694.The modeled gravity was interpolated from observed gravity values.
 AA1694
 AA1694;                    North         East    Units  Estimated Accuracy
 AA1694;SPC FL E     -    37,340.      162,750.      MT  (+/- 180 meters Scaled)
 AA1694
 AA1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH627284(NAD 83)
 AA1694
 AA1694                          SUPERSEDED SURVEY CONTROL
 AA1694
 AA1694  NGVD 29 (09/01/92)    1.369  (m)            4.49   (f) ADJUSTED    1 2
 AA1694
 AA1694.Superseded values are not recommended for survey control.
 AA1694
 AA1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1694.See file dsdata.pdf to determine how the superseded data were derived.
 AA1694
 AA1694_MARKER: DJ = TIDAL STATION DISK
 AA1694_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA1694_SP_SET: PAD FOR A MANHOLE
 AA1694_STAMPING: 4211 F 1988
 AA1694_MARK LOGO: NOS
 AA1694_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1694+STABILITY: SURFACE MOTION
 AA1694
 AA1694  HISTORY     - Date     Condition        Report By
 AA1694  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1694  HISTORY     - 20070421 MARK NOT FOUND   INHURC
 AA1694
 AA1694                          STATION DESCRIPTION
 AA1694
 AA1694'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1694'TO REACH THE MARK FROM THE POST OFFICE IN BIG PINE KEY, GO WEST ON
 AA1694'U.S. HIGHWAY 1 FOR 0.3 MI (0.5 KM) TO THE MARK, SET FLUSH IN THE
 AA1694'NORTHEAST CORNER OF A 3.4 FT (1.0 M) BY 7.8 FT (2.4 M) CONCRETE PAD
 AA1694'FOR A MANHOLE.  LOCATED 91.2 FT (27.8 M) EAST OF THE CENTERLINE OF
 AA1694'SHIPSWAY ROAD, 36.1 FT (11.0 M) NORTH OF THE CENTERLINE OF U.S.
 AA1694'HIGHWAY 1 AND 89.0 FT (27.1 M) NORTHEAST OF TIDAL BENCH MARK 4211 G
 AA1694'1988.
 AA1694
 AA1694                          STATION RECOVERY (2007)
 AA1694
 AA1694'RECOVERY NOTE BY INTERNATIONAL HURRICANE CENTER 2007 (CJR)
 AA1694'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1695 ***********************************************************************
 AA1695  DESIGNATION -  872 4211 G TIDAL
 AA1695  PID         -  AA1695
 AA1695  STATE/COUNTY-  FL/MONROE
 AA1695  COUNTRY     -  US
 AA1695  USGS QUAD   -  BIG PINE KEY (2018)
 AA1695
 AA1695                         *CURRENT SURVEY CONTROL
 AA1695  ______________________________________________________________________
 AA1695* NAD 83(1986) POSITION- 24 40 10.9    (N) 081 22 05.5    (W)   HD_HELD2
 AA1695* NAVD 88 ORTHO HEIGHT -     1.211 (meters)        3.97  (feet) ADJUSTED
 AA1695  ______________________________________________________________________
 AA1695  GEOID HEIGHT    -        -21.886 (meters)                     GEOID18
 AA1695  DYNAMIC HEIGHT  -          1.209 (meters)        3.97  (feet) COMP
 AA1695  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA1695
 AA1695  VERT ORDER      -  FIRST     CLASS II
 AA1695
 AA1695.The horizontal coordinates were established by autonomous hand held GPS
 AA1695.observations and have an estimated accuracy of +/- 10 meters.
 AA1695
 AA1695.The orthometric height was determined by differential leveling and
 AA1695.adjusted by the NATIONAL GEODETIC SURVEY
 AA1695.in May 1994.
 AA1695
 AA1695.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1695.GEOID18 height accuracy estimate available here.
 AA1695
 AA1695.Click photographs - Photos may exist for this station.
 AA1695
 AA1695.The dynamic height is computed by dividing the NAVD 88
 AA1695.geopotential number by the normal gravity value computed on the
 AA1695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1695.degrees latitude (g = 980.6199 gals.).
 AA1695
 AA1695.The modeled gravity was interpolated from observed gravity values.
 AA1695
 AA1695;                    North         East    Units  Estimated Accuracy
 AA1695;SPC FL E     -    37,305.      162,734.      MT  (+/- 10 meters HH2 GPS)
 AA1695
 AA1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6274628424(NAD 83)
 AA1695
 AA1695                          SUPERSEDED SURVEY CONTROL
 AA1695
 AA1695  NGVD 29 (09/01/92)    1.633  (m)            5.36   (f) ADJUSTED    1 2
 AA1695
 AA1695.Superseded values are not recommended for survey control.
 AA1695
 AA1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1695.See file dsdata.pdf to determine how the superseded data were derived.
 AA1695
 AA1695_MARKER: DJ = TIDAL STATION DISK
 AA1695_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1695_SP_SET: POWER POLE BASE
 AA1695_STAMPING: 4211 G 1988
 AA1695_MARK LOGO: NOS
 AA1695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1695_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1695+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2011
 AA1695
 AA1695  HISTORY     - Date     Condition        Report By
 AA1695  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1695  HISTORY     - 20070421 GOOD             INHURC
 AA1695  HISTORY     - 20111219 GOOD             ATKNA
 AA1695
 AA1695                          STATION DESCRIPTION
 AA1695
 AA1695'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1695'TO REACH THE MARK FROM THE POST OFFICE IN BIG PINE KEY, GO WEST ON
 AA1695'U.S. HIGHWAY 1 FOR 0.3 MI (0.5 KM) TO THE MARK, SET FLUSH IN THE
 AA1695'NORTH SIDE OF A CONCRETE BASE FOR A LARGE POWER POLE.  LOCATED 41.3
 AA1695'FT (12.6 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 1, 14.5 FT (4.4
 AA1695'M) EAST OF THE CENTERLINE OF CAHILL COURT, 0.7 FT (0.2 M) NORTH OF
 AA1695'THE NORTH FACE OF THE POWER POLE AND 89.0 FT (27.1 M) SOUTHWEST OF
 AA1695'TIDAL BENCH MARK 4211 F 1988.
 AA1695
 AA1695                          STATION RECOVERY (2007)
 AA1695
 AA1695'RECOVERY NOTE BY INTERNATIONAL HURRICANE CENTER 2007 (WRV)
 AA1695'RECOVERED IN GOOD CONDITION.
 AA1695
 AA1695                          STATION RECOVERY (2011)
 AA1695
 AA1695'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2011 (DWD)
 AA1695'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0792 ***********************************************************************
 AA0792  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0792  DESIGNATION -  872 4211 TIDAL 1
 AA0792  PID         -  AA0792
 AA0792  STATE/COUNTY-  FL/MONROE
 AA0792  COUNTRY     -  US
 AA0792  USGS QUAD   -  BIG PINE KEY (2018)
 AA0792
 AA0792                         *CURRENT SURVEY CONTROL
 AA0792  ______________________________________________________________________
 AA0792* NAD 83(1986) POSITION- 24 40 13.76   (N) 081 22 07.36   (W)   HD_HELD1
 AA0792* NAVD 88 ORTHO HEIGHT -     0.505 (meters)        1.66  (feet) ADJUSTED
 AA0792  ______________________________________________________________________
 AA0792  GEOID HEIGHT    -        -21.884 (meters)                     GEOID18
 AA0792  DYNAMIC HEIGHT  -          0.504 (meters)        1.65  (feet) COMP
 AA0792  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA0792
 AA0792  VERT ORDER      -  SECOND    CLASS I
 AA0792
 AA0792.The horizontal coordinates were determined by differentially corrected
 AA0792.hand held GPS observations or other comparable positioning techniques
 AA0792.and have an estimated accuracy of +/- 3 meters.
 AA0792
 AA0792.The orthometric height was determined by differential leveling and
 AA0792.adjusted by the NATIONAL GEODETIC SURVEY
 AA0792.in June 1991.
 AA0792
 AA0792.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0792.GEOID18 height accuracy estimate available here.
 AA0792
 AA0792.This Tidal Bench Mark is designated as VM 8912
 AA0792.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0792
 AA0792.Click photographs - Photos may exist for this station.
 AA0792
 AA0792.The dynamic height is computed by dividing the NAVD 88
 AA0792.geopotential number by the normal gravity value computed on the
 AA0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0792.degrees latitude (g = 980.6199 gals.).
 AA0792
 AA0792.The modeled gravity was interpolated from observed gravity values.
 AA0792
 AA0792;                    North         East    Units  Estimated Accuracy
 AA0792;SPC FL E     -    37,393.1     162,682.0     MT  (+/- 3 meters HH1 GPS) 
 AA0792
 AA0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6269428512(NAD 83)
 AA0792
 AA0792                          SUPERSEDED SURVEY CONTROL
 AA0792
 AA0792.No superseded survey control is available for this station.
 AA0792
 AA0792_MARKER: DB = BENCH MARK DISK
 AA0792_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0792_SP_SET: SEAWALL/DOCK
 AA0792_STAMPING: NO 1 1971
 AA0792_MARK LOGO: CGS
 AA0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0792+STABILITY: SURFACE MOTION
 AA0792
 AA0792  HISTORY     - Date     Condition        Report By
 AA0792  HISTORY     - 1971     MONUMENTED       NOS
 AA0792  HISTORY     - 1982     GOOD             FLDNR
 AA0792
 AA0792                          STATION DESCRIPTION
 AA0792
 AA0792'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0792'IN BIG PINE.
 AA0792'BEGIN AT BIG PINE, GO 0.2 MILE EAST OF THE BRIDGE OVER PINE CHANNEL
 AA0792'TO THE EAST END OF THE FIRST EAST/WEST CANAL NORTH OF THE HIGHWAY
 AA0792'AND THE VICINITY OF THE MARK.  THE MARK BEARS 123 FEET WEST OF THE
 AA0792'CENTERLINE OF THE ROAD, AND 7 FEET SOUTH OF THE SOUTH SIDE OF THE
 AA0792'CANAL.
 AA0792'THE MARK IS 1 FT BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0788 ***********************************************************************
 AA0788  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0788  DESIGNATION -  872 4213 F TIDAL
 AA0788  PID         -  AA0788
 AA0788  STATE/COUNTY-  FL/MONROE
 AA0788  COUNTRY     -  US
 AA0788  USGS QUAD   -  BIG PINE KEY (2018)
 AA0788
 AA0788                         *CURRENT SURVEY CONTROL
 AA0788  ______________________________________________________________________
 AA0788* NAD 83(1986) POSITION- 24 40 10.7    (N) 081 22 19.2    (W)   HD_HELD2
 AA0788* NAVD 88 ORTHO HEIGHT -     5.275 (meters)       17.31  (feet) ADJUSTED
 AA0788  ______________________________________________________________________
 AA0788  GEOID HEIGHT    -        -21.880 (meters)                     GEOID18
 AA0788  DYNAMIC HEIGHT  -          5.266 (meters)       17.28  (feet) COMP
 AA0788  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA0788
 AA0788  VERT ORDER      -  FIRST     CLASS II
 AA0788
 AA0788.The horizontal coordinates were established by autonomous hand held GPS
 AA0788.observations and have an estimated accuracy of +/- 10 meters.
 AA0788
 AA0788.The orthometric height was determined by differential leveling and
 AA0788.adjusted by the NATIONAL GEODETIC SURVEY
 AA0788.in June 1991.
 AA0788
 AA0788.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0788.GEOID18 height accuracy estimate available here.
 AA0788
 AA0788.This Tidal Bench Mark is designated as VM 6459
 AA0788.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0788
 AA0788.Click photographs - Photos may exist for this station.
 AA0788
 AA0788.The dynamic height is computed by dividing the NAVD 88
 AA0788.geopotential number by the normal gravity value computed on the
 AA0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0788.degrees latitude (g = 980.6199 gals.).
 AA0788
 AA0788.The modeled gravity was interpolated from observed gravity values.
 AA0788
 AA0788;                    North         East    Units  Estimated Accuracy
 AA0788;SPC FL E     -    37,300.      162,349.      MT  (+/- 10 meters HH2 GPS)
 AA0788
 AA0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6236128419(NAD 83)
 AA0788
 AA0788                          SUPERSEDED SURVEY CONTROL
 AA0788
 AA0788  NGVD 29 (09/01/92)    5.697  (m)           18.69   (f) ADJUSTED    1 2
 AA0788
 AA0788.Superseded values are not recommended for survey control.
 AA0788
 AA0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0788.See file dsdata.pdf to determine how the superseded data were derived.
 AA0788
 AA0788_MARKER: DB = BENCH MARK DISK
 AA0788_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0788_SP_SET: CONCRETE BRIDGE RAIL
 AA0788_STAMPING: 4213 F 1982
 AA0788_MARK LOGO: FLDT
 AA0788_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0788+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2007
 AA0788
 AA0788  HISTORY     - Date     Condition        Report By
 AA0788  HISTORY     - 1982     MONUMENTED       FLDT
 AA0788  HISTORY     - 1982     GOOD             FLDNR
 AA0788  HISTORY     - 19901026 GOOD             FLDNR
 AA0788  HISTORY     - 20070421 GOOD             INHURC
 AA0788
 AA0788                          STATION DESCRIPTION
 AA0788
 AA0788'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0788'20.1 MI SW FROM MARATHON.
 AA0788'BEGIN AT THE POST OFFICE IN MARATHON AND PROCEED 20.1 MILES
 AA0788'SOUTHWEST ALONG U.S. HIGHWAY 1 TO THE NORTH PINE CHANNEL
 AA0788'BRIDGE AND THE MARK.  THE MARK IS SET IN THE TOP OF THE NORTHEAST
 AA0788'CONCRETE GUARDRAIL AND BEARS 19.9 FEET NORTH OF THE CENTERLINE
 AA0788'OF THE BRIDGE AND 10.1 FEET WEST OF THE NORTHEAST CORNER
 AA0788'OF THE CONCRETE GUARDRAIL.
 AA0788'THE MARK IS 2.8 FT ABOVE CENTERLINE OF BRIDGE.
 AA0788
 AA0788                          STATION RECOVERY (1990)
 AA0788
 AA0788'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0788'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE MARK CAN ALSO BE
 AA0788'REACHED FROM THE POST OFFICE IN BIG PINE KEY, GO WEST ON U.S.
 AA0788'HIGHWAY 1 FOR 0.5 MI (0.8 KM) TO THE MARK.
 AA0788
 AA0788                          STATION RECOVERY (2007)
 AA0788
 AA0788'RECOVERY NOTE BY INTERNATIONAL HURRICANE CENTER 2007 (WRV)
 AA0788'MARK HORIZON CLEAR FOR GPS USE, HOWEVER HIGH LOCATION MAKES TRIPOD
 AA0788'SET-UP DIFFICULT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0789 ***********************************************************************
 AA0789  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0789  DESIGNATION -  872 4213 G TIDAL
 AA0789  PID         -  AA0789
 AA0789  STATE/COUNTY-  FL/MONROE
 AA0789  COUNTRY     -  US
 AA0789  USGS QUAD   -  BIG PINE KEY (2018)
 AA0789
 AA0789                         *CURRENT SURVEY CONTROL
 AA0789  ______________________________________________________________________
 AA0789* NAD 83(1986) POSITION- 24 40 08.     (N) 081 22 17.     (W)   SCALED
 AA0789* NAVD 88 ORTHO HEIGHT -     3.634 (meters)       11.92  (feet) ADJUSTED
 AA0789  ______________________________________________________________________
 AA0789  GEOID HEIGHT    -        -21.882 (meters)                     GEOID18
 AA0789  DYNAMIC HEIGHT  -          3.628 (meters)       11.90  (feet) COMP
 AA0789  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA0789
 AA0789  VERT ORDER      -  SECOND    CLASS I
 AA0789
 AA0789.The horizontal coordinates were scaled from a map and have
 AA0789.an estimated accuracy of +/- 6 seconds.
 AA0789
 AA0789.The orthometric height was determined by differential leveling and
 AA0789.adjusted by the NATIONAL GEODETIC SURVEY
 AA0789.in June 1991.
 AA0789
 AA0789.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0789.GEOID18 height accuracy estimate available here.
 AA0789
 AA0789.This Tidal Bench Mark is designated as VM 6460
 AA0789.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0789
 AA0789.Click photographs - Photos may exist for this station.
 AA0789
 AA0789.The dynamic height is computed by dividing the NAVD 88
 AA0789.geopotential number by the normal gravity value computed on the
 AA0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0789.degrees latitude (g = 980.6199 gals.).
 AA0789
 AA0789.The modeled gravity was interpolated from observed gravity values.
 AA0789
 AA0789;                    North         East    Units  Estimated Accuracy
 AA0789;SPC FL E     -    37,220.      162,410.      MT  (+/- 180 meters Scaled)
 AA0789
 AA0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH624283(NAD 83)
 AA0789
 AA0789                          SUPERSEDED SURVEY CONTROL
 AA0789
 AA0789.No superseded survey control is available for this station.
 AA0789
 AA0789_MARKER: DJ = TIDAL STATION DISK
 AA0789_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0789_SP_SET: WINGWALL
 AA0789_STAMPING: 4213 G 1982
 AA0789_MARK LOGO: NOS
 AA0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0789+STABILITY: SURFACE MOTION
 AA0789_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0789+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2007
 AA0789
 AA0789  HISTORY     - Date     Condition        Report By
 AA0789  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0789  HISTORY     - 20070421 GOOD             INHURC
 AA0789
 AA0789                          STATION DESCRIPTION
 AA0789
 AA0789'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0789'20.1 MI SW FROM MARATHON.
 AA0789'BEGIN AT THE POST OFFICE IN MARATHON AND PROCEED 20.1 MILES SOUTHWEST
 AA0789'ALONG U.S. HIGHWAY 1 TO THE NORTH PINE CHANNEL BRIDGE AND
 AA0789'THE MARK.  THE MARK IS SET IN THE NORTHEAST WINGWALL OF THE
 AA0789'NORTHEAST CORNER OF THE BRIDGE AND BEARS 23.7 FEET NORTH OF THE
 AA0789'CENTERLINE OF THE BRIDGE, 10.4 FEET NORTHWEST OF THE NORTHEAST
 AA0789'CORNER OF THE CONCRETE RAIL, AND 3.9 FEET NORTH OF BENCH MARK
 AA0789'4213 F 1982.
 AA0789'THE MARK IS 2.8 FT BELOW CENTERLINE OF BRIDGE.
 AA0789
 AA0789                          STATION RECOVERY (2007)
 AA0789
 AA0789'RECOVERY NOTE BY INTERNATIONAL HURRICANE CENTER 2007 (WRV)
 AA0789'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0790 ***********************************************************************
 AA0790  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0790  DESIGNATION -  872 4213 H TIDAL
 AA0790  PID         -  AA0790
 AA0790  STATE/COUNTY-  FL/MONROE
 AA0790  COUNTRY     -  US
 AA0790  USGS QUAD   -  BIG PINE KEY (2018)
 AA0790
 AA0790                         *CURRENT SURVEY CONTROL
 AA0790  ______________________________________________________________________
 AA0790* NAD 83(1986) POSITION- 24 40 08.     (N) 081 22 17.     (W)   SCALED
 AA0790* NAVD 88 ORTHO HEIGHT -     2.232 (meters)        7.32  (feet) ADJUSTED
 AA0790  ______________________________________________________________________
 AA0790  GEOID HEIGHT    -        -21.882 (meters)                     GEOID18
 AA0790  DYNAMIC HEIGHT  -          2.229 (meters)        7.31  (feet) COMP
 AA0790  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA0790
 AA0790  VERT ORDER      -  SECOND    CLASS I
 AA0790
 AA0790.The horizontal coordinates were scaled from a map and have
 AA0790.an estimated accuracy of +/- 6 seconds.
 AA0790
 AA0790.The orthometric height was determined by differential leveling and
 AA0790.adjusted by the NATIONAL GEODETIC SURVEY
 AA0790.in June 1991.
 AA0790
 AA0790.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0790.GEOID18 height accuracy estimate available here.
 AA0790
 AA0790.This Tidal Bench Mark is designated as VM 6461
 AA0790.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0790
 AA0790.Click photographs - Photos may exist for this station.
 AA0790
 AA0790.The dynamic height is computed by dividing the NAVD 88
 AA0790.geopotential number by the normal gravity value computed on the
 AA0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0790.degrees latitude (g = 980.6199 gals.).
 AA0790
 AA0790.The modeled gravity was interpolated from observed gravity values.
 AA0790
 AA0790;                    North         East    Units  Estimated Accuracy
 AA0790;SPC FL E     -    37,220.      162,410.      MT  (+/- 180 meters Scaled)
 AA0790
 AA0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH624283(NAD 83)
 AA0790
 AA0790                          SUPERSEDED SURVEY CONTROL
 AA0790
 AA0790.No superseded survey control is available for this station.
 AA0790
 AA0790_MARKER: DJ = TIDAL STATION DISK
 AA0790_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0790+WITH SETTING: PAVEMENT
 AA0790_SP_SET: POWER POLE BASE
 AA0790_STAMPING: 4213 H 1982
 AA0790_MARK LOGO: NOS
 AA0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0790+STABILITY: SURFACE MOTION
 AA0790
 AA0790  HISTORY     - Date     Condition        Report By
 AA0790  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0790
 AA0790                          STATION DESCRIPTION
 AA0790
 AA0790'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0790'20.1 MI SW FROM MARATHON.
 AA0790'BEGIN AT THE POST OFFICE IN MARATHON AND PROCEED 20.1 MILES
 AA0790'SOUTHWEST ALONG U.S. HIGHWAY 1 TO THE NORTH PINE CHANNEL BRIDGE AND
 AA0790'THE MARK.  THE MARK IS SET IN THE NORTH SIDE OF A ROUND CONCRETE
 AA0790'BASE FOR A SQUARE CONCRETE POWER POLE WHICH IS THE FIRST POLE EAST
 AA0790'OF THE EAST END OF THE BRIDGE.
 AA0790'THE MARK IS 7 FT BELOW CENTERLINE OF HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0791 ***********************************************************************
 AA0791  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0791  DESIGNATION -  872 4213 J TIDAL
 AA0791  PID         -  AA0791
 AA0791  STATE/COUNTY-  FL/MONROE
 AA0791  COUNTRY     -  US
 AA0791  USGS QUAD   -  BIG PINE KEY (2018)
 AA0791
 AA0791                         *CURRENT SURVEY CONTROL
 AA0791  ______________________________________________________________________
 AA0791* NAD 83(1986) POSITION- 24 40 09.0    (N) 081 22 27.1    (W)   HD_HELD2
 AA0791* NAVD 88 ORTHO HEIGHT -     4.170 (meters)       13.68  (feet) ADJUSTED
 AA0791  ______________________________________________________________________
 AA0791  GEOID HEIGHT    -        -21.878 (meters)                     GEOID18
 AA0791  DYNAMIC HEIGHT  -          4.163 (meters)       13.66  (feet) COMP
 AA0791  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA0791
 AA0791  VERT ORDER      -  FIRST     CLASS II
 AA0791
 AA0791.The horizontal coordinates were established by autonomous hand held GPS
 AA0791.observations and have an estimated accuracy of +/- 10 meters.
 AA0791
 AA0791.The orthometric height was determined by differential leveling and
 AA0791.adjusted by the NATIONAL GEODETIC SURVEY
 AA0791.in June 1991.
 AA0791
 AA0791.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0791.GEOID18 height accuracy estimate available here.
 AA0791
 AA0791.This Tidal Bench Mark is designated as VM 6462
 AA0791.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0791
 AA0791.Click photographs - Photos may exist for this station.
 AA0791
 AA0791.The dynamic height is computed by dividing the NAVD 88
 AA0791.geopotential number by the normal gravity value computed on the
 AA0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0791.degrees latitude (g = 980.6199 gals.).
 AA0791
 AA0791.The modeled gravity was interpolated from observed gravity values.
 AA0791
 AA0791;                    North         East    Units  Estimated Accuracy
 AA0791;SPC FL E     -    37,248.      162,127.      MT  (+/- 10 meters HH2 GPS)
 AA0791
 AA0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6213928367(NAD 83)
 AA0791
 AA0791                          SUPERSEDED SURVEY CONTROL
 AA0791
 AA0791  NGVD 29 (09/01/92)    4.590  (m)           15.06   (f) ADJUSTED    1 2
 AA0791
 AA0791.Superseded values are not recommended for survey control.
 AA0791
 AA0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0791.See file dsdata.pdf to determine how the superseded data were derived.
 AA0791
 AA0791_MARKER: DJ = TIDAL STATION DISK
 AA0791_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0791_SP_SET: BASE FOR BRIDGE GUARDRAIL
 AA0791_STAMPING: 4213 J 1982
 AA0791_MARK LOGO: NOS
 AA0791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0791+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2007
 AA0791
 AA0791  HISTORY     - Date     Condition        Report By
 AA0791  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0791  HISTORY     - 19901101 GOOD             FLDNR
 AA0791  HISTORY     - 20070421 GOOD             INHURC
 AA0791
 AA0791                          STATION DESCRIPTION
 AA0791
 AA0791'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0791'20.1 MI SW FROM MARATHON.
 AA0791'BEGIN AT THE POST OFFICE IN MARATHON AND PROCEED 20.1 MILES
 AA0791'SOUTHWEST ALONG U.S. HIGHWAY 1 TO THE NORTH PINE CHANNEL BRIDGE
 AA0791'AND THE MARK.  THE MARK IS SET IN THE NORTHWEST CORNER OF THE
 AA0791'BRIDGE AND BEARS 3.0 FEET EAST OF THE NORTHWEST CORNER OF CONCRETE
 AA0791'GUARDRAIL, 19.2 FEET NORTH OF THE CENTERLINE OF THE BRIDGE,
 AA0791'AND 0.3 FOOT SOUTH OF THE SOUTH SIDE OF THE NORTH CONCRETE
 AA0791'GUARDRAIL.
 AA0791'THE MARK IS ABOVE LEVEL WITH CENTERLINE OF BRIDGE.
 AA0791
 AA0791                          STATION RECOVERY (1990)
 AA0791
 AA0791'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0791'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  THE MARK CAN ALSO BE
 AA0791'REACHED FROM THE POST OFFFICE IN BIG PINE KEY, GO WEST ON U.S.
 AA0791'HIGHWAY 1 FOR 0.65 MI (1.05 KM) TO THE MARK.
 AA0791
 AA0791                          STATION RECOVERY (2007)
 AA0791
 AA0791'RECOVERY NOTE BY INTERNATIONAL HURRICANE CENTER 2007 (WRV)
 AA0791'MARK HORIZON CLEAR FOR GPS USE, HOWEVER CLOSE PROXIMITY TO GUARDRAIL
 AA0791'MAKES TRIPOD SET-UP DIFFICULT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1690 ***********************************************************************
 AA1690  DESIGNATION -  872 4213 K TIDAL
 AA1690  PID         -  AA1690
 AA1690  STATE/COUNTY-  FL/MONROE
 AA1690  COUNTRY     -  US
 AA1690  USGS QUAD   -  BIG PINE KEY (2018)
 AA1690
 AA1690                         *CURRENT SURVEY CONTROL
 AA1690  ______________________________________________________________________
 AA1690* NAD 83(1986) POSITION- 24 40 08.6    (N) 081 22 26.9    (W)   HD_HELD2
 AA1690* NAVD 88 ORTHO HEIGHT -     5.012 (meters)       16.44  (feet) ADJUSTED
 AA1690  ______________________________________________________________________
 AA1690  GEOID HEIGHT    -        -21.878 (meters)                     GEOID18
 AA1690  DYNAMIC HEIGHT  -          5.004 (meters)       16.42  (feet) COMP
 AA1690  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA1690
 AA1690  VERT ORDER      -  FIRST     CLASS II
 AA1690
 AA1690.The horizontal coordinates were established by autonomous hand held GPS
 AA1690.observations and have an estimated accuracy of +/- 10 meters.
 AA1690
 AA1690.The orthometric height was determined by differential leveling and
 AA1690.adjusted by the NATIONAL GEODETIC SURVEY
 AA1690.in May 1994.
 AA1690
 AA1690.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1690.GEOID18 height accuracy estimate available here.
 AA1690
 AA1690.Click photographs - Photos may exist for this station.
 AA1690
 AA1690.The dynamic height is computed by dividing the NAVD 88
 AA1690.geopotential number by the normal gravity value computed on the
 AA1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1690.degrees latitude (g = 980.6199 gals.).
 AA1690
 AA1690.The modeled gravity was interpolated from observed gravity values.
 AA1690
 AA1690;                    North         East    Units  Estimated Accuracy
 AA1690;SPC FL E     -    37,236.      162,132.      MT  (+/- 10 meters HH2 GPS)
 AA1690
 AA1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6214528355(NAD 83)
 AA1690
 AA1690                          SUPERSEDED SURVEY CONTROL
 AA1690
 AA1690  NGVD 29 (09/01/92)    5.433  (m)           17.82   (f) ADJUSTED    1 2
 AA1690
 AA1690.Superseded values are not recommended for survey control.
 AA1690
 AA1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1690.See file dsdata.pdf to determine how the superseded data were derived.
 AA1690
 AA1690_MARKER: DD = SURVEY DISK
 AA1690_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1690_SP_SET: BRIDGE PARAPET
 AA1690_STAMPING: 4213 K
 AA1690_MARK LOGO: FLDT
 AA1690_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1690+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2007
 AA1690
 AA1690  HISTORY     - Date     Condition        Report By
 AA1690  HISTORY     - UNK      MONUMENTED       FLDT
 AA1690  HISTORY     - 19901026 GOOD             FLDNR
 AA1690  HISTORY     - 20070421 GOOD             INHURC
 AA1690
 AA1690                          STATION DESCRIPTION
 AA1690
 AA1690'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1690'TO REACH THE MARK FROM THE POST OFFICE IN BIG PINE KEY, GO WEST ON
 AA1690'U.S. HIGHWAY 1 FOR 0.65 MI (1.05 KM) TO THE WEST END OF THE BRIDGE
 AA1690'OVER NORTH PINE CHANNEL AND THE MARK IN THE TOP OF THE SOUTHWEST
 AA1690'CONCRETE BRIDGE GUARD RAIL.  LOCATED 10.0 FT (3.0 M) NORTHEAST OF THE
 AA1690'WEST END OF THE SOUTHWEST GUARDRAIL AND 23.2 FT (7.1 M) SOUTHEAST OF
 AA1690'THE CENTERLINE OF U.S. HIGHWAY 1.
 AA1690
 AA1690                          STATION RECOVERY (2007)
 AA1690
 AA1690'RECOVERY NOTE BY INTERNATIONAL HURRICANE CENTER 2007 (CJR)
 AA1690'OPEN HORIZON FOR GPS MEASUREMENTS, BUT MARK LOCATION MAKES TRIPOD
 AA1690'SET-UP DIFFICULT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0230 ***********************************************************************
 AA0230  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0230  DESIGNATION -  872 4213 TIDAL 1
 AA0230  PID         -  AA0230
 AA0230  STATE/COUNTY-  FL/MONROE
 AA0230  COUNTRY     -  US
 AA0230  USGS QUAD   -  BIG PINE KEY (2018)
 AA0230
 AA0230                         *CURRENT SURVEY CONTROL
 AA0230  ______________________________________________________________________
 AA0230* NAD 83(1986) POSITION- 24 40 10.     (N) 081 22 19.     (W)   SCALED
 AA0230* NAVD 88 ORTHO HEIGHT -     1.135 (meters)        3.72  (feet) ADJUSTED
 AA0230  ______________________________________________________________________
 AA0230  GEOID HEIGHT    -        -21.881 (meters)                     GEOID18
 AA0230  DYNAMIC HEIGHT  -          1.133 (meters)        3.72  (feet) COMP
 AA0230  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA0230
 AA0230  VERT ORDER      -  FIRST     CLASS II
 AA0230
 AA0230.The horizontal coordinates were scaled from a map and have
 AA0230.an estimated accuracy of +/- 6 seconds.
 AA0230
 AA0230.The orthometric height was determined by differential leveling and
 AA0230.adjusted by the NATIONAL GEODETIC SURVEY
 AA0230.in June 1991.
 AA0230
 AA0230.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0230.GEOID18 height accuracy estimate available here.
 AA0230
 AA0230.This Tidal Bench Mark is designated as VM 6456
 AA0230.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0230
 AA0230.Click photographs - Photos may exist for this station.
 AA0230
 AA0230.The dynamic height is computed by dividing the NAVD 88
 AA0230.geopotential number by the normal gravity value computed on the
 AA0230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0230.degrees latitude (g = 980.6199 gals.).
 AA0230
 AA0230.The modeled gravity was interpolated from observed gravity values.
 AA0230
 AA0230;                    North         East    Units  Estimated Accuracy
 AA0230;SPC FL E     -    37,280.      162,350.      MT  (+/- 180 meters Scaled)
 AA0230
 AA0230_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH623283(NAD 83)
 AA0230
 AA0230                          SUPERSEDED SURVEY CONTROL
 AA0230
 AA0230  NGVD 29 (??/??/92)    1.556  (m)            5.11   (f) SUPERSEDED  1 2
 AA0230  NGVD 29 (09/01/92)    1.556  (m)            5.11   (f) ADJUSTED    1 2
 AA0230
 AA0230.Superseded values are not recommended for survey control.
 AA0230
 AA0230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0230.See file dsdata.pdf to determine how the superseded data were derived.
 AA0230
 AA0230_MARKER: DB = BENCH MARK DISK
 AA0230_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0230_SP_SET: PINE CHANNEL VIADUCT
 AA0230_STAMPING: NO 1 1937
 AA0230_MARK LOGO: CGS
 AA0230_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0230
 AA0230  HISTORY     - Date     Condition        Report By
 AA0230  HISTORY     - 1937     MONUMENTED       CGS
 AA0230  HISTORY     - 1966     GOOD             CGS
 AA0230  HISTORY     - 1978     GOOD             NGS
 AA0230  HISTORY     - 1982     GOOD             FLDNR
 AA0230
 AA0230                          STATION DESCRIPTION
 AA0230
 AA0230'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0230'20.1 MI SW FROM MARATHON.
 AA0230'ABOUT 20.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0230'OFFICE AT MARATHON, ON BIG PINE KEY, SET ON THE TOP OF THE
 AA0230'SOUTH CONCRETE WING WALL AND AT THE EAST END OF THE NORTH PINE
 AA0230'CHANNEL VIADUCT (BRIDGE NO. 14A), 39.5 FEET SOUTH OF THE CENTER
 AA0230'LINE OF THE HIGHWAY, AND ABOUT 8 FEET BELOW THE LEVEL OF THE
 AA0230'HIGHWAY.
 AA0230
 AA0230                          STATION RECOVERY (1978)
 AA0230
 AA0230'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0230'RECOVERED IN GOOD CONDITION.
 AA0230
 AA0230                          STATION RECOVERY (1982)
 AA0230
 AA0230'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0230'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AA0230'A NEW BRIDGE IS UNDER CONSTRUCTION AND THE OLD BRIDGE WILL BE
 AA0230'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0228 ***********************************************************************
 AA0228  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0228  DESIGNATION -  872 4213 TIDAL 2
 AA0228  PID         -  AA0228
 AA0228  STATE/COUNTY-  FL/MONROE
 AA0228  COUNTRY     -  US
 AA0228  USGS QUAD   -  BIG PINE KEY (2018)
 AA0228
 AA0228                         *CURRENT SURVEY CONTROL
 AA0228  ______________________________________________________________________
 AA0228* NAD 83(1986) POSITION- 24 40 11.     (N) 081 22 20.     (W)   SCALED
 AA0228* NAVD 88 ORTHO HEIGHT -     3.311 (meters)       10.86  (feet) ADJUSTED
 AA0228  ______________________________________________________________________
 AA0228  GEOID HEIGHT    -        -21.880 (meters)                     GEOID18
 AA0228  DYNAMIC HEIGHT  -          3.305 (meters)       10.84  (feet) COMP
 AA0228  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA0228
 AA0228  VERT ORDER      -  FIRST     CLASS II
 AA0228
 AA0228.The horizontal coordinates were scaled from a map and have
 AA0228.an estimated accuracy of +/- 6 seconds.
 AA0228
 AA0228.The orthometric height was determined by differential leveling and
 AA0228.adjusted by the NATIONAL GEODETIC SURVEY
 AA0228.in June 1991.
 AA0228
 AA0228.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0228.GEOID18 height accuracy estimate available here.
 AA0228
 AA0228.This Tidal Bench Mark is designated as VM 6457
 AA0228.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0228
 AA0228.Click photographs - Photos may exist for this station.
 AA0228
 AA0228.The dynamic height is computed by dividing the NAVD 88
 AA0228.geopotential number by the normal gravity value computed on the
 AA0228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0228.degrees latitude (g = 980.6199 gals.).
 AA0228
 AA0228.The modeled gravity was interpolated from observed gravity values.
 AA0228
 AA0228;                    North         East    Units  Estimated Accuracy
 AA0228;SPC FL E     -    37,310.      162,330.      MT  (+/- 180 meters Scaled)
 AA0228
 AA0228_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH623284(NAD 83)
 AA0228
 AA0228                          SUPERSEDED SURVEY CONTROL
 AA0228
 AA0228  NGVD 29 (??/??/92)    3.732  (m)           12.24   (f) SUPERSEDED  1 2
 AA0228  NGVD 29 (09/01/92)    3.732  (m)           12.24   (f) ADJUSTED    1 2
 AA0228
 AA0228.Superseded values are not recommended for survey control.
 AA0228
 AA0228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0228.See file dsdata.pdf to determine how the superseded data were derived.
 AA0228
 AA0228_MARKER: DB = BENCH MARK DISK
 AA0228_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0228_SP_SET: CHANNEL VIADUCT
 AA0228_STAMPING: NO 2 1937
 AA0228_MARK LOGO: CGS
 AA0228_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0228
 AA0228  HISTORY     - Date     Condition        Report By
 AA0228  HISTORY     - 1937     MONUMENTED       CGS
 AA0228  HISTORY     - 1966     GOOD             CGS
 AA0228  HISTORY     - 1970     GOOD             NGS
 AA0228  HISTORY     - 1978     GOOD             NGS
 AA0228  HISTORY     - 1982     GOOD             FLDNR
 AA0228
 AA0228                          STATION DESCRIPTION
 AA0228
 AA0228'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0228'20.1 MI SW FROM MARATHON.
 AA0228'ABOUT 20.1 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0228'OFFICE AT MARATHON, ON BIG PINE KEY, SET ON THE TOP OF THE NORTH
 AA0228'CONCRETE WING WALL AND AT THE EAST END OF THE NORTH PINE CHANNEL
 AA0228'VIADUCT (BRIDGE NO. 14 A), 16 FEET NORTH OF THE CENTER LINE OF
 AA0228'THE HIGHWAY AND 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0228
 AA0228                          STATION RECOVERY (1970)
 AA0228
 AA0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AA0228'RECOVERED IN GOOD CONDITION.
 AA0228
 AA0228                          STATION RECOVERY (1978)
 AA0228
 AA0228'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0228'RECOVERED IN GOOD CONDITION.
 AA0228
 AA0228                          STATION RECOVERY (1982)
 AA0228
 AA0228'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0228'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AA0228'A NEW BRIDGE IS UNDER CONSTRUCTION AND THE OLD BRIDGE WILL BE
 AA0228'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0793 ***********************************************************************
 AA0793  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0793  DESIGNATION -  872 4215 F TIDAL
 AA0793  PID         -  AA0793
 AA0793  STATE/COUNTY-  FL/MONROE
 AA0793  COUNTRY     -  US
 AA0793  USGS QUAD   -  BIG PINE KEY (2018)
 AA0793
 AA0793                         *CURRENT SURVEY CONTROL
 AA0793  ______________________________________________________________________
 AA0793* NAD 83(1986) POSITION- 24 40 11.     (N) 081 22 29.     (W)   SCALED
 AA0793* NAVD 88 ORTHO HEIGHT -     0.837 (meters)        2.75  (feet) ADJUSTED
 AA0793  ______________________________________________________________________
 AA0793  GEOID HEIGHT    -        -21.876 (meters)                     GEOID18
 AA0793  DYNAMIC HEIGHT  -          0.835 (meters)        2.74  (feet) COMP
 AA0793  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA0793
 AA0793  VERT ORDER      -  SECOND    CLASS I
 AA0793
 AA0793.The horizontal coordinates were scaled from a map and have
 AA0793.an estimated accuracy of +/- 6 seconds.
 AA0793
 AA0793.The orthometric height was determined by differential leveling and
 AA0793.adjusted by the NATIONAL GEODETIC SURVEY
 AA0793.in June 1991.
 AA0793
 AA0793.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0793.GEOID18 height accuracy estimate available here.
 AA0793
 AA0793.This Tidal Bench Mark is designated as VM 6470
 AA0793.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0793
 AA0793.Click photographs - Photos may exist for this station.
 AA0793
 AA0793.The dynamic height is computed by dividing the NAVD 88
 AA0793.geopotential number by the normal gravity value computed on the
 AA0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0793.degrees latitude (g = 980.6199 gals.).
 AA0793
 AA0793.The modeled gravity was interpolated from observed gravity values.
 AA0793
 AA0793;                    North         East    Units  Estimated Accuracy
 AA0793;SPC FL E     -    37,310.      162,070.      MT  (+/- 180 meters Scaled)
 AA0793
 AA0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH620284(NAD 83)
 AA0793
 AA0793                          SUPERSEDED SURVEY CONTROL
 AA0793
 AA0793.No superseded survey control is available for this station.
 AA0793
 AA0793_MARKER: DJ = TIDAL STATION DISK
 AA0793_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0793_SP_SET: SEAWALL
 AA0793_STAMPING: 4215 F 1982
 AA0793_MARK LOGO: NOS
 AA0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0793+STABILITY: SURFACE MOTION
 AA0793
 AA0793  HISTORY     - Date     Condition        Report By
 AA0793  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0793
 AA0793                          STATION DESCRIPTION
 AA0793
 AA0793'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0793'0.6 MI SW FROM BIG PINE.
 AA0793'BEGIN AT THE POST OFFICE IN BIG PINE, GO 0.1 MILE SOUTHWEST ON U.S.
 AA0793'HIGHWAY 1 TO NEWFOUND HARBOR ROAD, GO 0.6 MILE SOUTHERLY ON NEWFOUND
 AA0793'HARBOR ROAD TO THE RESIDENCE OF ROBERT WARFIELD AT 150 NEWFOUND
 AA0793'HARBOR ROAD AND THE MARK.  THE MARK BEARS 20.1 FEET NORTH-NORTHEAST
 AA0793'OF THE NORTHWEST CORNER OF THE HOUSE, 25.4 FEET NORTHWEST OF THE
 AA0793'NORTHEAST CORNER OF THE HOUSE, AND 17.5 FEET SOUTH OF THE
 AA0793'NORTHWEST CORNER OF THE BOAT RAMP SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0798 ***********************************************************************
 AA0798  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0798  DESIGNATION -  872 4215 TIDAL 1
 AA0798  PID         -  AA0798
 AA0798  STATE/COUNTY-  FL/MONROE
 AA0798  COUNTRY     -  US
 AA0798  USGS QUAD   -  BIG PINE KEY (2018)
 AA0798
 AA0798                         *CURRENT SURVEY CONTROL
 AA0798  ______________________________________________________________________
 AA0798* NAD 83(1986) POSITION- 24 39 08.     (N) 081 22 29.     (W)   SCALED
 AA0798* NAVD 88 ORTHO HEIGHT -     0.776 (meters)        2.55  (feet) ADJUSTED
 AA0798  ______________________________________________________________________
 AA0798  GEOID HEIGHT    -        -21.903 (meters)                     GEOID18
 AA0798  DYNAMIC HEIGHT  -          0.775 (meters)        2.54  (feet) COMP
 AA0798  MODELED GRAVITY -    978,966.3   (mgal)                       NAVD 88
 AA0798
 AA0798  VERT ORDER      -  SECOND    CLASS I
 AA0798
 AA0798.The horizontal coordinates were scaled from a map and have
 AA0798.an estimated accuracy of +/- 6 seconds.
 AA0798
 AA0798.The orthometric height was determined by differential leveling and
 AA0798.adjusted by the NATIONAL GEODETIC SURVEY
 AA0798.in June 1991.
 AA0798
 AA0798.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0798.GEOID18 height accuracy estimate available here.
 AA0798
 AA0798.This Tidal Bench Mark is designated as VM 6465
 AA0798.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0798
 AA0798.Click photographs - Photos may exist for this station.
 AA0798
 AA0798.The dynamic height is computed by dividing the NAVD 88
 AA0798.geopotential number by the normal gravity value computed on the
 AA0798.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0798.degrees latitude (g = 980.6199 gals.).
 AA0798
 AA0798.The modeled gravity was interpolated from observed gravity values.
 AA0798
 AA0798;                    North         East    Units  Estimated Accuracy
 AA0798;SPC FL E     -    35,370.      162,070.      MT  (+/- 180 meters Scaled)
 AA0798
 AA0798_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH620264(NAD 83)
 AA0798
 AA0798                          SUPERSEDED SURVEY CONTROL
 AA0798
 AA0798.No superseded survey control is available for this station.
 AA0798
 AA0798_MARKER: DJ = TIDAL STATION DISK
 AA0798_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0798_SP_SET: SEAWALL
 AA0798_STAMPING: NO 1 1974
 AA0798_MARK LOGO: NOS
 AA0798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0798+STABILITY: SURFACE MOTION
 AA0798
 AA0798  HISTORY     - Date     Condition        Report By
 AA0798  HISTORY     - 1974     MONUMENTED       NOS
 AA0798  HISTORY     - 1982     GOOD             FLDNR
 AA0798
 AA0798                          STATION DESCRIPTION
 AA0798
 AA0798'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0798'1.8 MI SW FROM BIG PINE.
 AA0798'BEGIN AT THE POST OFFICE IN BIG PINE, GO 0.1 MILE SOUTHWEST ON U.S.
 AA0798'HIGHWAY 1 TO NEWFOUND HARBOR ROAD, GO 1.8 MILES SOUTHERLY ON
 AA0798'NEWFOUND HARBOR ROAD TO THE NEWFOUND HARBOR MARINE INSTITUTE AND THE
 AA0798'MARK.  THE MARK BEARS 5.6 FEET NORTHEAST OF THE SOUTH CORNER OF THE
 AA0798'BOAT BASIN AND 35 FEET WEST OF THE TELEPHONE POLE PK-8-106.
 AA0798'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0797 ***********************************************************************
 AA0797  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0797  DESIGNATION -  872 4215 TIDAL 2
 AA0797  PID         -  AA0797
 AA0797  STATE/COUNTY-  FL/MONROE
 AA0797  COUNTRY     -  US
 AA0797  USGS QUAD   -  BIG PINE KEY (2018)
 AA0797
 AA0797                         *CURRENT SURVEY CONTROL
 AA0797  ______________________________________________________________________
 AA0797* NAD 83(1986) POSITION- 24 39 08.     (N) 081 22 29.     (W)   SCALED
 AA0797* NAVD 88 ORTHO HEIGHT -     0.796 (meters)        2.61  (feet) ADJUSTED
 AA0797  ______________________________________________________________________
 AA0797  GEOID HEIGHT    -        -21.903 (meters)                     GEOID18
 AA0797  DYNAMIC HEIGHT  -          0.795 (meters)        2.61  (feet) COMP
 AA0797  MODELED GRAVITY -    978,966.3   (mgal)                       NAVD 88
 AA0797
 AA0797  VERT ORDER      -  SECOND    CLASS I
 AA0797
 AA0797.The horizontal coordinates were scaled from a map and have
 AA0797.an estimated accuracy of +/- 6 seconds.
 AA0797
 AA0797.The orthometric height was determined by differential leveling and
 AA0797.adjusted by the NATIONAL GEODETIC SURVEY
 AA0797.in June 1991.
 AA0797
 AA0797.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0797.GEOID18 height accuracy estimate available here.
 AA0797
 AA0797.This Tidal Bench Mark is designated as VM 6466
 AA0797.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0797
 AA0797.Click photographs - Photos may exist for this station.
 AA0797
 AA0797.The dynamic height is computed by dividing the NAVD 88
 AA0797.geopotential number by the normal gravity value computed on the
 AA0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0797.degrees latitude (g = 980.6199 gals.).
 AA0797
 AA0797.The modeled gravity was interpolated from observed gravity values.
 AA0797
 AA0797;                    North         East    Units  Estimated Accuracy
 AA0797;SPC FL E     -    35,370.      162,070.      MT  (+/- 180 meters Scaled)
 AA0797
 AA0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH620264(NAD 83)
 AA0797
 AA0797                          SUPERSEDED SURVEY CONTROL
 AA0797
 AA0797.No superseded survey control is available for this station.
 AA0797
 AA0797_MARKER: DJ = TIDAL STATION DISK
 AA0797_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0797_SP_SET: SEAWALL
 AA0797_STAMPING: NO 2 1974
 AA0797_MARK LOGO: NOS
 AA0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0797+STABILITY: SURFACE MOTION
 AA0797
 AA0797  HISTORY     - Date     Condition        Report By
 AA0797  HISTORY     - 1974     MONUMENTED       NOS
 AA0797  HISTORY     - 1982     GOOD             FLDNR
 AA0797
 AA0797                          STATION DESCRIPTION
 AA0797
 AA0797'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0797'1.8 MI SW FROM BIG PINE.
 AA0797'BEGIN AT THE POST OFFICE IN BIG PINE, GO 0.1 MILE SOUTHWEST ON U.S.
 AA0797'HIGHWAY 1 TO NEWFOUND HARBOR ROAD, GO 1.8 MILES SOUTHERLY ON NEWFOUND
 AA0797'HARBOR ROAD TO THE NEWFOUND HARBOR MARINE INSTITUTE AND THE MARK.  THE
 AA0797'MARK BEARS 94.7 FEET NORTHEAST OF THE SOUTH CORNER OF THE BOAT BASIN
 AA0797'AND 90.6 FEET WEST OF THE WEST CORNER OF A SMALL WOODEN BUILDING.
 AA0797'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0796 ***********************************************************************
 AA0796  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0796  DESIGNATION -  872 4215 TIDAL 3
 AA0796  PID         -  AA0796
 AA0796  STATE/COUNTY-  FL/MONROE
 AA0796  COUNTRY     -  US
 AA0796  USGS QUAD   -  BIG PINE KEY (2018)
 AA0796
 AA0796                         *CURRENT SURVEY CONTROL
 AA0796  ______________________________________________________________________
 AA0796* NAD 83(1986) POSITION- 24 39 07.87   (N) 081 22 25.85   (W)   HD_HELD1
 AA0796* NAVD 88 ORTHO HEIGHT -     0.800 (meters)        2.62  (feet) ADJUSTED
 AA0796  ______________________________________________________________________
 AA0796  GEOID HEIGHT    -        -21.905 (meters)                     GEOID18
 AA0796  DYNAMIC HEIGHT  -          0.799 (meters)        2.62  (feet) COMP
 AA0796  MODELED GRAVITY -    978,966.3   (mgal)                       NAVD 88
 AA0796
 AA0796  VERT ORDER      -  SECOND    CLASS I
 AA0796
 AA0796.The horizontal coordinates were determined by differentially corrected
 AA0796.hand held GPS observations or other comparable positioning techniques
 AA0796.and have an estimated accuracy of +/- 3 meters.
 AA0796
 AA0796.The orthometric height was determined by differential leveling and
 AA0796.adjusted by the NATIONAL GEODETIC SURVEY
 AA0796.in June 1991.
 AA0796
 AA0796.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0796.GEOID18 height accuracy estimate available here.
 AA0796
 AA0796.This Tidal Bench Mark is designated as VM 6467
 AA0796.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0796
 AA0796.Click photographs - Photos may exist for this station.
 AA0796
 AA0796.The dynamic height is computed by dividing the NAVD 88
 AA0796.geopotential number by the normal gravity value computed on the
 AA0796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0796.degrees latitude (g = 980.6199 gals.).
 AA0796
 AA0796.The modeled gravity was interpolated from observed gravity values.
 AA0796
 AA0796;                    North         East    Units  Estimated Accuracy
 AA0796;SPC FL E     -    35,367.3     162,156.6     MT  (+/- 3 meters HH1 GPS) 
 AA0796
 AA0796_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6216926487(NAD 83)
 AA0796
 AA0796                          SUPERSEDED SURVEY CONTROL
 AA0796
 AA0796.No superseded survey control is available for this station.
 AA0796
 AA0796_MARKER: DJ = TIDAL STATION DISK
 AA0796_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0796_SP_SET: SLAB FOR A BOAT HOIST
 AA0796_STAMPING: NO 3 1974
 AA0796_MARK LOGO: NOS
 AA0796_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0796
 AA0796  HISTORY     - Date     Condition        Report By
 AA0796  HISTORY     - 1974     MONUMENTED       NOS
 AA0796  HISTORY     - 1982     GOOD             FLDNR
 AA0796
 AA0796                          STATION DESCRIPTION
 AA0796
 AA0796'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0796'1.8 MI SW FROM BIG PINE.
 AA0796'BEGIN AT THE POST OFFICE IN BIG PINE, GO 0.1 MILE SOUTHWEST ON U.S.
 AA0796'HIGHWAY 1 TO NEWFOUND HARBOR ROAD, GO 1.8 MILES SOUTHERLY ON NEWFOUND
 AA0796'HARBOR ROAD TO THE NEWFOUND HARBOR MARINE INSTITUTE AND THE MARK.
 AA0796'THE MARK BEARS 207.2 FEET NORTHEAST OF THE SOUTH CORNER OF THE BOAT
 AA0796'BASIN, 1.3 FEET NORTH OF THE SOUTH CORNER OF THE CONCRETE SLAB, AND
 AA0796'163.4 FEET SOUTHEAST OF THE NORTHEAST END OF THE EASTERNMOST SEAWALL.
 AA0796'THE MARK IS 0.5 FT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0795 ***********************************************************************
 AA0795  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0795  DESIGNATION -  872 4215 TIDAL 4
 AA0795  PID         -  AA0795
 AA0795  STATE/COUNTY-  FL/MONROE
 AA0795  COUNTRY     -  US
 AA0795  USGS QUAD   -  BIG PINE KEY (2018)
 AA0795
 AA0795                         *CURRENT SURVEY CONTROL
 AA0795  ______________________________________________________________________
 AA0795* NAD 83(1986) POSITION- 24 39 08.43   (N) 081 22 25.46   (W)   HD_HELD1
 AA0795* NAVD 88 ORTHO HEIGHT -     0.370 (meters)        1.21  (feet) ADJUSTED
 AA0795  ______________________________________________________________________
 AA0795  GEOID HEIGHT    -        -21.905 (meters)                     GEOID18
 AA0795  DYNAMIC HEIGHT  -          0.369 (meters)        1.21  (feet) COMP
 AA0795  MODELED GRAVITY -    978,966.3   (mgal)                       NAVD 88
 AA0795
 AA0795  VERT ORDER      -  SECOND    CLASS I
 AA0795
 AA0795.The horizontal coordinates were determined by differentially corrected
 AA0795.hand held GPS observations or other comparable positioning techniques
 AA0795.and have an estimated accuracy of +/- 3 meters.
 AA0795
 AA0795.The orthometric height was determined by differential leveling and
 AA0795.adjusted by the NATIONAL GEODETIC SURVEY
 AA0795.in June 1991.
 AA0795
 AA0795.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0795.GEOID18 height accuracy estimate available here.
 AA0795
 AA0795.This Tidal Bench Mark is designated as VM 6468
 AA0795.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0795
 AA0795.Click photographs - Photos may exist for this station.
 AA0795
 AA0795.The dynamic height is computed by dividing the NAVD 88
 AA0795.geopotential number by the normal gravity value computed on the
 AA0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0795.degrees latitude (g = 980.6199 gals.).
 AA0795
 AA0795.The modeled gravity was interpolated from observed gravity values.
 AA0795
 AA0795;                    North         East    Units  Estimated Accuracy
 AA0795;SPC FL E     -    35,384.5     162,167.6     MT  (+/- 3 meters HH1 GPS) 
 AA0795
 AA0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6218026504(NAD 83)
 AA0795
 AA0795                          SUPERSEDED SURVEY CONTROL
 AA0795
 AA0795.No superseded survey control is available for this station.
 AA0795
 AA0795_MARKER: DJ = TIDAL STATION DISK
 AA0795_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0795_SP_SET: WALKWAY
 AA0795_STAMPING: NO 4 1974
 AA0795_MARK LOGO: NOS
 AA0795_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0795
 AA0795  HISTORY     - Date     Condition        Report By
 AA0795  HISTORY     - 1974     MONUMENTED       NOS
 AA0795  HISTORY     - 1982     GOOD             FLDNR
 AA0795
 AA0795                          STATION DESCRIPTION
 AA0795
 AA0795'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0795'1.8 MI SW FROM BIG PINE.
 AA0795'BEGIN AT THE POST OFFICE IN BIG PINE, GO 0.1 MILE SOUTHWEST ON U.S.
 AA0795'HIGHWAY 1 TO NEWFOUND HARBOR ROAD, GO 1.8 MILES SOUTHERLY ON NEWFOUND
 AA0795'HARBOR ROAD TO THE NEWFOUND HARBOR MARINE INSTITUTE AND THE MARK.
 AA0795'THE MARK BEARS 273.9 FEET NORTHEAST OF THE SOUTH CORNER OF THE BOAT
 AA0795'BASIN, 96.7 FEET SOUTHWEST OF THE NORTHEAST END OF THE EASTERNMOST
 AA0795'SEAWALL, AND 54.1 FEET WEST OF THE NORTH CORNER OF THE TWO-STORY
 AA0795'OFFICE BUILDING.
 AA0795'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0794 ***********************************************************************
 AA0794  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0794  DESIGNATION -  872 4215 TIDAL 5
 AA0794  PID         -  AA0794
 AA0794  STATE/COUNTY-  FL/MONROE
 AA0794  COUNTRY     -  US
 AA0794  USGS QUAD   -  BIG PINE KEY (2018)
 AA0794
 AA0794                         *CURRENT SURVEY CONTROL
 AA0794  ______________________________________________________________________
 AA0794* NAD 83(1986) POSITION- 24 39 08.     (N) 081 22 29.     (W)   SCALED
 AA0794* NAVD 88 ORTHO HEIGHT -     0.390 (meters)        1.28  (feet) ADJUSTED
 AA0794  ______________________________________________________________________
 AA0794  GEOID HEIGHT    -        -21.903 (meters)                     GEOID18
 AA0794  DYNAMIC HEIGHT  -          0.390 (meters)        1.28  (feet) COMP
 AA0794  MODELED GRAVITY -    978,966.3   (mgal)                       NAVD 88
 AA0794
 AA0794  VERT ORDER      -  SECOND    CLASS I
 AA0794
 AA0794.The horizontal coordinates were scaled from a map and have
 AA0794.an estimated accuracy of +/- 6 seconds.
 AA0794
 AA0794.The orthometric height was determined by differential leveling and
 AA0794.adjusted by the NATIONAL GEODETIC SURVEY
 AA0794.in June 1991.
 AA0794
 AA0794.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0794.GEOID18 height accuracy estimate available here.
 AA0794
 AA0794.This Tidal Bench Mark is designated as VM 6469
 AA0794.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0794
 AA0794.Click photographs - Photos may exist for this station.
 AA0794
 AA0794.The dynamic height is computed by dividing the NAVD 88
 AA0794.geopotential number by the normal gravity value computed on the
 AA0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0794.degrees latitude (g = 980.6199 gals.).
 AA0794
 AA0794.The modeled gravity was interpolated from observed gravity values.
 AA0794
 AA0794;                    North         East    Units  Estimated Accuracy
 AA0794;SPC FL E     -    35,370.      162,070.      MT  (+/- 180 meters Scaled)
 AA0794
 AA0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH620264(NAD 83)
 AA0794
 AA0794                          SUPERSEDED SURVEY CONTROL
 AA0794
 AA0794.No superseded survey control is available for this station.
 AA0794
 AA0794_MARKER: DJ = TIDAL STATION DISK
 AA0794_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0794_SP_SET: WALKWAY
 AA0794_STAMPING: NO 5 1974
 AA0794_MARK LOGO: NOS
 AA0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0794
 AA0794  HISTORY     - Date     Condition        Report By
 AA0794  HISTORY     - 1974     MONUMENTED       NOS
 AA0794  HISTORY     - 1982     GOOD             FLDNR
 AA0794
 AA0794                          STATION DESCRIPTION
 AA0794
 AA0794'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0794'1.8 MI SW FROM BIG PINE.
 AA0794'BEGIN AT THE POST OFFICE IN BIG PINE, GO 0.1 MILE SOUTHWEST ON U.S.
 AA0794'HIGHWAY 1 TO NEWFOUND HARBOR ROAD, GO 1.8 MILES SOUTHERLY ON NEWFOUND
 AA0794'HARBOR ROAD TO THE NEWFOUND HARBOR MARINE INSTITUTE AND THE MARK.
 AA0794'THE MARK BEARS 60.6 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 AA0794'WESTERNMOST SEAWALL FOR THE MAIN BOAT RAMP AND 40 FEET SOUTHEAST OF
 AA0794'THE SOUTHEAST EDGE OF A SMALL BOAT RAMP.
 AA0794'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1688 ***********************************************************************
 AA1688  DESIGNATION -  872 4223 G TIDAL
 AA1688  PID         -  AA1688
 AA1688  STATE/COUNTY-  FL/MONROE
 AA1688  COUNTRY     -  US
 AA1688  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA1688
 AA1688                         *CURRENT SURVEY CONTROL
 AA1688  ______________________________________________________________________
 AA1688* NAD 83(1986) POSITION- 24 40 00.     (N) 081 23 10.     (W)   SCALED
 AA1688* NAVD 88 ORTHO HEIGHT -     5.839 (meters)       19.16  (feet) ADJUSTED
 AA1688  ______________________________________________________________________
 AA1688  GEOID HEIGHT    -        -21.865 (meters)                     GEOID18
 AA1688  DYNAMIC HEIGHT  -          5.829 (meters)       19.12  (feet) COMP
 AA1688  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA1688
 AA1688  VERT ORDER      -  FIRST     CLASS II
 AA1688
 AA1688.The horizontal coordinates were scaled from a map and have
 AA1688.an estimated accuracy of +/- 6 seconds.
 AA1688
 AA1688.The orthometric height was determined by differential leveling and
 AA1688.adjusted by the NATIONAL GEODETIC SURVEY
 AA1688.in May 1994.
 AA1688
 AA1688.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1688.GEOID18 height accuracy estimate available here.
 AA1688
 AA1688.Click photographs - Photos may exist for this station.
 AA1688
 AA1688.The dynamic height is computed by dividing the NAVD 88
 AA1688.geopotential number by the normal gravity value computed on the
 AA1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1688.degrees latitude (g = 980.6199 gals.).
 AA1688
 AA1688.The modeled gravity was interpolated from observed gravity values.
 AA1688
 AA1688;                    North         East    Units  Estimated Accuracy
 AA1688;SPC FL E     -    36,980.      160,920.      MT  (+/- 180 meters Scaled)
 AA1688
 AA1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH609280(NAD 83)
 AA1688
 AA1688                          SUPERSEDED SURVEY CONTROL
 AA1688
 AA1688  NGVD 29 (09/01/92)    6.257  (m)           20.53   (f) ADJUSTED    1 2
 AA1688
 AA1688.Superseded values are not recommended for survey control.
 AA1688
 AA1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1688.See file dsdata.pdf to determine how the superseded data were derived.
 AA1688
 AA1688_MARKER: DD = SURVEY DISK
 AA1688_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1688_SP_SET: CONCRETE GUARDRAIL
 AA1688_STAMPING: 4223 G
 AA1688_MARK LOGO: FLDT
 AA1688_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1688_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1688
 AA1688  HISTORY     - Date     Condition        Report By
 AA1688  HISTORY     - UNK      MONUMENTED       FLDT
 AA1688  HISTORY     - 19900926 GOOD             FLDNR
 AA1688
 AA1688                          STATION DESCRIPTION
 AA1688
 AA1688'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1688'TO REACH THE MARK FROM THE POST OFFICE IN BIG PINE KEY, GO WEST ON
 AA1688'U.S. HIGHWAY I FOR 1.5 MI (2.4 KM) TO THE WEST END OF THE BRIDGE
 AA1688'OVER SOUTH PINE CHANNEL, AND THE MARK ATOP THE GUARDRAIL IN THE
 AA1688'SOUTHWEST CORNER OF THE BRIDGE.  LOCATED 23.0 FT (7.0 M) SOUTH OF THE
 AA1688'CENTERLINE OF U.S. HIGHWAY 1, 10 FT (3.0 M) EAST OF THE WEST END OF
 AA1688'THE CONCRETE GUARDRAIL AND 2.8 FT (0.9 M) ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1689 ***********************************************************************
 AA1689  DESIGNATION -  872 4223 H TIDAL
 AA1689  PID         -  AA1689
 AA1689  STATE/COUNTY-  FL/MONROE
 AA1689  COUNTRY     -  US
 AA1689  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA1689
 AA1689                         *CURRENT SURVEY CONTROL
 AA1689  ______________________________________________________________________
 AA1689* NAD 83(1986) POSITION- 24 40 02.     (N) 081 23 01.     (W)   SCALED
 AA1689* NAVD 88 ORTHO HEIGHT -     6.551 (meters)       21.49  (feet) ADJUSTED
 AA1689  ______________________________________________________________________
 AA1689  GEOID HEIGHT    -        -21.867 (meters)                     GEOID18
 AA1689  DYNAMIC HEIGHT  -          6.540 (meters)       21.46  (feet) COMP
 AA1689  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA1689
 AA1689  VERT ORDER      -  FIRST     CLASS II
 AA1689
 AA1689.The horizontal coordinates were scaled from a map and have
 AA1689.an estimated accuracy of +/- 6 seconds.
 AA1689
 AA1689.The orthometric height was determined by differential leveling and
 AA1689.adjusted by the NATIONAL GEODETIC SURVEY
 AA1689.in May 1994.
 AA1689
 AA1689.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1689.GEOID18 height accuracy estimate available here.
 AA1689
 AA1689.Click photographs - Photos may exist for this station.
 AA1689
 AA1689.The dynamic height is computed by dividing the NAVD 88
 AA1689.geopotential number by the normal gravity value computed on the
 AA1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1689.degrees latitude (g = 980.6199 gals.).
 AA1689
 AA1689.The modeled gravity was interpolated from observed gravity values.
 AA1689
 AA1689;                    North         East    Units  Estimated Accuracy
 AA1689;SPC FL E     -    37,040.      161,170.      MT  (+/- 180 meters Scaled)
 AA1689
 AA1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH611281(NAD 83)
 AA1689
 AA1689                          SUPERSEDED SURVEY CONTROL
 AA1689
 AA1689  NGVD 29 (09/01/92)    6.969  (m)           22.86   (f) ADJUSTED    1 2
 AA1689
 AA1689.Superseded values are not recommended for survey control.
 AA1689
 AA1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1689.See file dsdata.pdf to determine how the superseded data were derived.
 AA1689
 AA1689_MARKER: DJ = TIDAL STATION DISK
 AA1689_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1689_SP_SET: BRIDGE PARAPET
 AA1689_STAMPING: 4223 H
 AA1689_MARK LOGO: FLDT
 AA1689_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1689_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1689
 AA1689  HISTORY     - Date     Condition        Report By
 AA1689  HISTORY     - UNK      MONUMENTED       FLDT
 AA1689  HISTORY     - 19901026 GOOD             FLDNR
 AA1689
 AA1689                          STATION DESCRIPTION
 AA1689
 AA1689'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1689'TO REACH THE MARK FROM THE POST OFFICE IN BIG PINE KEY, GO WEST ON
 AA1689'U.S. HIGHWAY 1 FOR 1.35 MI (2.17 KM) TO THE EAST END OF THE BRIDGE
 AA1689'OVER SOUTH PINE CHANNEL AND THE MARK, ON TOP OF THE GUARDRAIL IN THE
 AA1689'NORTHEAST CORNER OF THE BRIDGE.  LOCATED 23.5 FT (7.2 M) NORTH OF THE
 AA1689'CENTERLINE OF U.S. HIGHWAY 1, 10 FT (3.0 M) WEST OF THE NORTHEAST
 AA1689'END OF THE BRIDGE GUARDRAIL AND 0.85 FT (0.26 M) ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0699 ***********************************************************************
 AA0699  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0699  DESIGNATION -  872 4223 TIDAL 1
 AA0699  PID         -  AA0699
 AA0699  STATE/COUNTY-  FL/MONROE
 AA0699  COUNTRY     -  US
 AA0699  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0699
 AA0699                         *CURRENT SURVEY CONTROL
 AA0699  ______________________________________________________________________
 AA0699* NAD 83(1986) POSITION- 24 39 56.     (N) 081 23 11.     (W)   SCALED
 AA0699* NAVD 88 ORTHO HEIGHT -     0.468 (meters)        1.54  (feet) ADJUSTED
 AA0699  ______________________________________________________________________
 AA0699  GEOID HEIGHT    -        -21.866 (meters)                     GEOID18
 AA0699  DYNAMIC HEIGHT  -          0.467 (meters)        1.53  (feet) COMP
 AA0699  MODELED GRAVITY -    978,967.6   (mgal)                       NAVD 88
 AA0699
 AA0699  VERT ORDER      -  SECOND    CLASS I
 AA0699
 AA0699.The horizontal coordinates were scaled from a map and have
 AA0699.an estimated accuracy of +/- 6 seconds.
 AA0699
 AA0699.The orthometric height was determined by differential leveling and
 AA0699.adjusted by the NATIONAL GEODETIC SURVEY
 AA0699.in June 1991.
 AA0699
 AA0699.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0699.GEOID18 height accuracy estimate available here.
 AA0699
 AA0699.This Tidal Bench Mark is designated as VM 6476
 AA0699.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0699
 AA0699.This Tidal Bench Mark is designated as VM 15996
 AA0699.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0699
 AA0699.Click photographs - Photos may exist for this station.
 AA0699
 AA0699.The dynamic height is computed by dividing the NAVD 88
 AA0699.geopotential number by the normal gravity value computed on the
 AA0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0699.degrees latitude (g = 980.6199 gals.).
 AA0699
 AA0699.The modeled gravity was interpolated from observed gravity values.
 AA0699
 AA0699;                    North         East    Units  Estimated Accuracy
 AA0699;SPC FL E     -    36,850.      160,890.      MT  (+/- 180 meters Scaled)
 AA0699
 AA0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH609279(NAD 83)
 AA0699
 AA0699                          SUPERSEDED SURVEY CONTROL
 AA0699
 AA0699.No superseded survey control is available for this station.
 AA0699
 AA0699_MARKER: DJ = TIDAL STATION DISK
 AA0699_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0699_SP_SET: STEP
 AA0699_STAMPING: NO 1 1974
 AA0699_MARK LOGO: NOS
 AA0699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0699
 AA0699  HISTORY     - Date     Condition        Report By
 AA0699  HISTORY     - 1974     MONUMENTED       NOS
 AA0699  HISTORY     - 1982     GOOD             FLDNR
 AA0699
 AA0699                          STATION DESCRIPTION
 AA0699
 AA0699'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0699'1.6 MI WEST FROM BIG PINE.
 AA0699'BEGIN AT THE POST OFFICE AT BIG PINE, GO 1.6 MILES WEST ON U.S.
 AA0699'HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER SOUTH PINE CHANNEL AND
 AA0699'THE RESIDENCE OF ROBERT RYAN JUST SOUTHWEST OF THE BRIDGE.  THE
 AA0699'MARK IS SET IN THE STEP ON THE SOUTH SIDE OF A REFRIGERATED STORAGE
 AA0699'BUILDING, 2.6 FEET NORTH OF THE NORTH SEAWALL OF THE BOAT BASIN,
 AA0699'AND EAST OF THE WEST END OF THE BOAT RAMP.
 AA0699'THE MARK IS 1 FT ABOVE GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0698 ***********************************************************************
 AA0698  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0698  DESIGNATION -  872 4223 TIDAL 2
 AA0698  PID         -  AA0698
 AA0698  STATE/COUNTY-  FL/MONROE
 AA0698  COUNTRY     -  US
 AA0698  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0698
 AA0698                         *CURRENT SURVEY CONTROL
 AA0698  ______________________________________________________________________
 AA0698* NAD 83(1986) POSITION- 24 39 56.     (N) 081 23 11.     (W)   SCALED
 AA0698* NAVD 88 ORTHO HEIGHT -     0.367 (meters)        1.20  (feet) ADJUSTED
 AA0698  ______________________________________________________________________
 AA0698  GEOID HEIGHT    -        -21.866 (meters)                     GEOID18
 AA0698  DYNAMIC HEIGHT  -          0.366 (meters)        1.20  (feet) COMP
 AA0698  MODELED GRAVITY -    978,967.6   (mgal)                       NAVD 88
 AA0698
 AA0698  VERT ORDER      -  SECOND    CLASS I
 AA0698
 AA0698.The horizontal coordinates were scaled from a map and have
 AA0698.an estimated accuracy of +/- 6 seconds.
 AA0698
 AA0698.The orthometric height was determined by differential leveling and
 AA0698.adjusted by the NATIONAL GEODETIC SURVEY
 AA0698.in June 1991.
 AA0698
 AA0698.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0698.GEOID18 height accuracy estimate available here.
 AA0698
 AA0698.This Tidal Bench Mark is designated as VM 6473
 AA0698.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0698
 AA0698.This Tidal Bench Mark is designated as VM 6477
 AA0698.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0698
 AA0698.Click photographs - Photos may exist for this station.
 AA0698
 AA0698.The dynamic height is computed by dividing the NAVD 88
 AA0698.geopotential number by the normal gravity value computed on the
 AA0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0698.degrees latitude (g = 980.6199 gals.).
 AA0698
 AA0698.The modeled gravity was interpolated from observed gravity values.
 AA0698
 AA0698;                    North         East    Units  Estimated Accuracy
 AA0698;SPC FL E     -    36,850.      160,890.      MT  (+/- 180 meters Scaled)
 AA0698
 AA0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH609279(NAD 83)
 AA0698
 AA0698                          SUPERSEDED SURVEY CONTROL
 AA0698
 AA0698.No superseded survey control is available for this station.
 AA0698
 AA0698_MARKER: DJ = TIDAL STATION DISK
 AA0698_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0698_SP_SET: SIDEWALK
 AA0698_STAMPING: NO 2 1974
 AA0698_MARK LOGO: NOS
 AA0698_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0698
 AA0698  HISTORY     - Date     Condition        Report By
 AA0698  HISTORY     - 1974     MONUMENTED       NOS
 AA0698  HISTORY     - 1982     GOOD             FLDNR
 AA0698
 AA0698                          STATION DESCRIPTION
 AA0698
 AA0698'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0698'1.6 MI WEST FROM BIG PINE.
 AA0698'BEGIN AT THE POST OFFICE AT BIG PINE, GO 1.6 MILES WEST ON U.S.
 AA0698'HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER SOUTH PINE CHANNEL AND
 AA0698'THE RESIDENCE OF ROBERT RYAN JUST SOUTHWEST OF THE BRIDGE.  THE
 AA0698'MARK IS SET IN THE SIDEWALK ON THE WEST SIDE OF A REFRIGERATED
 AA0698'STORAGE BUILDING ON THE NORTH SIDE OF THE BOAT BASIN, 16.7 FEET
 AA0698'NORTH OF THE NORTH WALL OF THE BOAT BASIN.
 AA0698'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0700 ***********************************************************************
 AA0700  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0700  DESIGNATION -  872 4223 TIDAL 3
 AA0700  PID         -  AA0700
 AA0700  STATE/COUNTY-  FL/MONROE
 AA0700  COUNTRY     -  US
 AA0700  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0700
 AA0700                         *CURRENT SURVEY CONTROL
 AA0700  ______________________________________________________________________
 AA0700* NAD 83(1986) POSITION- 24 39 56.     (N) 081 23 11.     (W)   SCALED
 AA0700* NAVD 88 ORTHO HEIGHT -     0.634 (meters)        2.08  (feet) ADJUSTED
 AA0700  ______________________________________________________________________
 AA0700  GEOID HEIGHT    -        -21.866 (meters)                     GEOID18
 AA0700  DYNAMIC HEIGHT  -          0.633 (meters)        2.08  (feet) COMP
 AA0700  MODELED GRAVITY -    978,967.6   (mgal)                       NAVD 88
 AA0700
 AA0700  VERT ORDER      -  SECOND    CLASS I
 AA0700
 AA0700.The horizontal coordinates were scaled from a map and have
 AA0700.an estimated accuracy of +/- 6 seconds.
 AA0700
 AA0700.The orthometric height was determined by differential leveling and
 AA0700.adjusted by the NATIONAL GEODETIC SURVEY
 AA0700.in June 1991.
 AA0700
 AA0700.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0700.GEOID18 height accuracy estimate available here.
 AA0700
 AA0700.This Tidal Bench Mark is designated as VM 6474
 AA0700.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0700
 AA0700.This Tidal Bench Mark is designated as VM 6478
 AA0700.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0700
 AA0700.Click photographs - Photos may exist for this station.
 AA0700
 AA0700.The dynamic height is computed by dividing the NAVD 88
 AA0700.geopotential number by the normal gravity value computed on the
 AA0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0700.degrees latitude (g = 980.6199 gals.).
 AA0700
 AA0700.The modeled gravity was interpolated from observed gravity values.
 AA0700
 AA0700;                    North         East    Units  Estimated Accuracy
 AA0700;SPC FL E     -    36,850.      160,890.      MT  (+/- 180 meters Scaled)
 AA0700
 AA0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH609279(NAD 83)
 AA0700
 AA0700                          SUPERSEDED SURVEY CONTROL
 AA0700
 AA0700.No superseded survey control is available for this station.
 AA0700
 AA0700_MARKER: DJ = TIDAL STATION DISK
 AA0700_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0700_SP_SET: SEAWALL
 AA0700_STAMPING: NO 3 1974
 AA0700_MARK LOGO: NOS
 AA0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0700+STABILITY: SURFACE MOTION
 AA0700
 AA0700  HISTORY     - Date     Condition        Report By
 AA0700  HISTORY     - 1974     MONUMENTED       NOS
 AA0700  HISTORY     - 1982     GOOD             FLDNR
 AA0700
 AA0700                          STATION DESCRIPTION
 AA0700
 AA0700'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0700'1.6 MI WEST FROM BIG PINE.
 AA0700'BEGIN AT THE POST OFFICE AT BIG PINE, GO 1.6 MILES WEST ON U.S.
 AA0700'HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER SOUTH PINE CHANNEL AND
 AA0700'THE RESIDENCE OF ROBERT RYAN JUST SOUTHWEST OF THE BRIDGE.  THE
 AA0700'MARK IS SET IN THE SOUTH SEAWALL OF THE BOAT BASIN, AND IS 27.6
 AA0700'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RYAN HOUSE.
 AA0700'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0701 ***********************************************************************
 AA0701  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0701  DESIGNATION -  872 4223 TIDAL 5
 AA0701  PID         -  AA0701
 AA0701  STATE/COUNTY-  FL/MONROE
 AA0701  COUNTRY     -  US
 AA0701  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0701
 AA0701                         *CURRENT SURVEY CONTROL
 AA0701  ______________________________________________________________________
 AA0701* NAD 83(1986) POSITION- 24 39 56.     (N) 081 23 11.     (W)   SCALED
 AA0701* NAVD 88 ORTHO HEIGHT -     0.656 (meters)        2.15  (feet) ADJUSTED
 AA0701  ______________________________________________________________________
 AA0701  GEOID HEIGHT    -        -21.866 (meters)                     GEOID18
 AA0701  DYNAMIC HEIGHT  -          0.654 (meters)        2.15  (feet) COMP
 AA0701  MODELED GRAVITY -    978,967.6   (mgal)                       NAVD 88
 AA0701
 AA0701  VERT ORDER      -  SECOND    CLASS I
 AA0701
 AA0701.The horizontal coordinates were scaled from a map and have
 AA0701.an estimated accuracy of +/- 6 seconds.
 AA0701
 AA0701.The orthometric height was determined by differential leveling and
 AA0701.adjusted by the NATIONAL GEODETIC SURVEY
 AA0701.in June 1991.
 AA0701
 AA0701.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0701.GEOID18 height accuracy estimate available here.
 AA0701
 AA0701.This Tidal Bench Mark is designated as VM 6475
 AA0701.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0701
 AA0701.This Tidal Bench Mark is designated as VM 6479
 AA0701.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0701
 AA0701.Click photographs - Photos may exist for this station.
 AA0701
 AA0701.The dynamic height is computed by dividing the NAVD 88
 AA0701.geopotential number by the normal gravity value computed on the
 AA0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0701.degrees latitude (g = 980.6199 gals.).
 AA0701
 AA0701.The modeled gravity was interpolated from observed gravity values.
 AA0701
 AA0701;                    North         East    Units  Estimated Accuracy
 AA0701;SPC FL E     -    36,850.      160,890.      MT  (+/- 180 meters Scaled)
 AA0701
 AA0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH609279(NAD 83)
 AA0701
 AA0701                          SUPERSEDED SURVEY CONTROL
 AA0701
 AA0701.No superseded survey control is available for this station.
 AA0701
 AA0701_MARKER: DJ = TIDAL STATION DISK
 AA0701_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0701_SP_SET: SEAWALL
 AA0701_STAMPING: NO 5 1974
 AA0701_MARK LOGO: NOS
 AA0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0701+STABILITY: SURFACE MOTION
 AA0701
 AA0701  HISTORY     - Date     Condition        Report By
 AA0701  HISTORY     - 1974     MONUMENTED       NOS
 AA0701  HISTORY     - 1982     GOOD             FLDNR
 AA0701
 AA0701                          STATION DESCRIPTION
 AA0701
 AA0701'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0701'1.6 MI WEST FROM BIG PINE.
 AA0701'BEGIN AT THE POST OFFICE AT BIG PINE, GO 1.6 MILES WEST ON U.S.
 AA0701'HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER SOUTH PINE CHANNEL AND
 AA0701'THE RESIDENCE OF ROBERT RYAN JUST SOUTHWEST OF THE BRIDGE.  THE
 AA0701'MARK IS SET IN THE SOUTH SEAWALL OF THE BOAT BASIN AT THE
 AA0701'SOUTHEAST CORNER OF THE BASIN ENTRANCE AND 36.7 FEET NORTHEAST
 AA0701'OF THE NORTHEAST CORNER OF THE RYAN HOUSE.
 AA0701'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0908 ***********************************************************************
 AA0908  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0908  DESIGNATION -  872 4227 D TIDAL
 AA0908  PID         -  AA0908
 AA0908  STATE/COUNTY-  FL/MONROE
 AA0908  COUNTRY     -  US
 AA0908  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0908
 AA0908                         *CURRENT SURVEY CONTROL
 AA0908  ______________________________________________________________________
 AA0908* NAD 83(1986) POSITION- 24 41 26.     (N) 081 22 59.     (W)   SCALED
 AA0908* NAVD 88 ORTHO HEIGHT -     0.353 (meters)        1.16  (feet) ADJUSTED
 AA0908  ______________________________________________________________________
 AA0908  GEOID HEIGHT    -        -21.837 (meters)                     GEOID18
 AA0908  DYNAMIC HEIGHT  -          0.353 (meters)        1.16  (feet) COMP
 AA0908  MODELED GRAVITY -    978,969.7   (mgal)                       NAVD 88
 AA0908
 AA0908  VERT ORDER      -  SECOND    CLASS I
 AA0908
 AA0908.The horizontal coordinates were scaled from a map and have
 AA0908.an estimated accuracy of +/- 6 seconds.
 AA0908
 AA0908.The orthometric height was determined by differential leveling and
 AA0908.adjusted by the NATIONAL GEODETIC SURVEY
 AA0908.in June 1991.
 AA0908
 AA0908.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0908.GEOID18 height accuracy estimate available here.
 AA0908
 AA0908.This Tidal Bench Mark is designated as VM 6785
 AA0908.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0908
 AA0908.Click photographs - Photos may exist for this station.
 AA0908
 AA0908.The dynamic height is computed by dividing the NAVD 88
 AA0908.geopotential number by the normal gravity value computed on the
 AA0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0908.degrees latitude (g = 980.6199 gals.).
 AA0908
 AA0908.The modeled gravity was interpolated from observed gravity values.
 AA0908
 AA0908;                    North         East    Units  Estimated Accuracy
 AA0908;SPC FL E     -    39,620.      161,240.      MT  (+/- 180 meters Scaled)
 AA0908
 AA0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH612307(NAD 83)
 AA0908
 AA0908                          SUPERSEDED SURVEY CONTROL
 AA0908
 AA0908.No superseded survey control is available for this station.
 AA0908
 AA0908_MARKER: DJ = TIDAL STATION DISK
 AA0908_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0908_SP_SET: FOUNDATION FOR HOIST
 AA0908_STAMPING: 4227 D 1982
 AA0908_MARK LOGO: NOS
 AA0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0908+STABILITY: SURFACE MOTION
 AA0908
 AA0908  HISTORY     - Date     Condition        Report By
 AA0908  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0908  HISTORY     - 20090826 MARK NOT FOUND   INDIV
 AA0908
 AA0908                          STATION DESCRIPTION
 AA0908
 AA0908'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0908'2.3 MI NW FROM BIG PINE.
 AA0908'BEGIN AT THE JUNCTION OF COUNTY ROAD C-940 (KEY DEER BOULEVARD)
 AA0908'WITH U.S. HIGHWAY 1, IN BIG PINE, GO 1.7 MILES NORTHWEST ON C-940
 AA0908'TO THE INTERSECTION OF WATSON BOULEVARD, GO 0.7 MILE WEST ON
 AA0908'WATSON BOULEVARD TO THE OFFICE FOR THE KEY DEER NATIONAL WILDLIFE
 AA0908'REFUGE AND THE MARK.  THE MARK BEARS 66.8 FEET SOUTHWEST OF THE
 AA0908'SOUTHWEST CORNER OF THE GARAGE, 8.1 FEET WEWT OF THE CENTERLINE
 AA0908'OF THE BOAT RAMP, 29.4 FEET SOUTHEAST OF A LIGHT POLE, AND 0.7
 AA0908'FOOT EAST OF THE SOUTHERNMOST BOAT HOIST.
 AA0908'THE MARK IS 2 FT ABOVE BOAT RAMP.
 AA0908
 AA0908                          STATION RECOVERY (2009)
 AA0908
 AA0908'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2009
 AA0908'BELIEVE DESTROYED DUE TO NEW BOAT RAMP. OLD BOAT RAMP SEVERELY DAMAGED
 AA0908'BY HURRICANE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0705 ***********************************************************************
 AA0705  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0705  DESIGNATION -  872 4232 E TIDAL
 AA0705  PID         -  AA0705
 AA0705  STATE/COUNTY-  FL/MONROE
 AA0705  COUNTRY     -  US
 AA0705  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0705
 AA0705                         *CURRENT SURVEY CONTROL
 AA0705  ______________________________________________________________________
 AA0705* NAD 83(1986) POSITION- 24 39 56.     (N) 081 23 44.     (W)   SCALED
 AA0705* NAVD 88 ORTHO HEIGHT -     4.439 (meters)       14.56  (feet) ADJUSTED
 AA0705  ______________________________________________________________________
 AA0705  GEOID HEIGHT    -        -21.853 (meters)                     GEOID18
 AA0705  DYNAMIC HEIGHT  -          4.431 (meters)       14.54  (feet) COMP
 AA0705  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA0705
 AA0705  VERT ORDER      -  SECOND    CLASS I
 AA0705
 AA0705.The horizontal coordinates were scaled from a map and have
 AA0705.an estimated accuracy of +/- 6 seconds.
 AA0705
 AA0705.The orthometric height was determined by differential leveling and
 AA0705.adjusted by the NATIONAL GEODETIC SURVEY
 AA0705.in June 1991.
 AA0705
 AA0705.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0705.GEOID18 height accuracy estimate available here.
 AA0705
 AA0705.This Tidal Bench Mark is designated as VM 6834
 AA0705.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0705
 AA0705.Click photographs - Photos may exist for this station.
 AA0705
 AA0705.The dynamic height is computed by dividing the NAVD 88
 AA0705.geopotential number by the normal gravity value computed on the
 AA0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0705.degrees latitude (g = 980.6199 gals.).
 AA0705
 AA0705.The modeled gravity was interpolated from observed gravity values.
 AA0705
 AA0705;                    North         East    Units  Estimated Accuracy
 AA0705;SPC FL E     -    36,850.      159,960.      MT  (+/- 180 meters Scaled)
 AA0705
 AA0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH599279(NAD 83)
 AA0705
 AA0705                          SUPERSEDED SURVEY CONTROL
 AA0705
 AA0705.No superseded survey control is available for this station.
 AA0705
 AA0705_MARKER: DJ = TIDAL STATION DISK
 AA0705_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0705_SP_SET: CONCRETE GUARDRAIL
 AA0705_STAMPING: 4232 E 1982
 AA0705_MARK LOGO: NOS
 AA0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0705+STABILITY: SURFACE MOTION
 AA0705
 AA0705  HISTORY     - Date     Condition        Report By
 AA0705  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0705
 AA0705                          STATION DESCRIPTION
 AA0705
 AA0705'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0705'21.6 MI SW FROM MARATHON.
 AA0705'BEGIN AT THE POST OFFICE ON BIG PINE KEY, GO 2.0 MILES WEST ALONG
 AA0705'U.S. HIGHWAY 1 TO THE TORCH CHANNEL BRIDGE.  THE MARK IS SET FLUSH
 AA0705'IN THE TOP OF THE CONCRETE GUARDRAIL ON THE NORTHEAST END OF THE
 AA0705'BRIDGE.  THE MARK BEARS 21.0 FEET NORTH OF THE CENTERLINE OF THE
 AA0705'BRIDGE, 8.7 FEET EAST OF A BRIDGE ABUTMENT, AND 0.7 FOOT WEST OF THE
 AA0705'NORTHEAST END OF THE GUARDRAIL.
 AA0705'THE MARK IS 2.85 FT ABOVE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0707 ***********************************************************************
 AA0707  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0707  DESIGNATION -  872 4232 F TIDAL
 AA0707  PID         -  AA0707
 AA0707  STATE/COUNTY-  FL/MONROE
 AA0707  COUNTRY     -  US
 AA0707  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0707
 AA0707                         *CURRENT SURVEY CONTROL
 AA0707  ______________________________________________________________________
 AA0707* NAD 83(1986) POSITION- 24 39 53.1    (N) 081 23 42.7    (W)   HD_HELD2
 AA0707* NAVD 88 ORTHO HEIGHT -     4.461 (meters)       14.64  (feet) ADJUSTED
 AA0707  ______________________________________________________________________
 AA0707  GEOID HEIGHT    -        -21.855 (meters)                     GEOID18
 AA0707  DYNAMIC HEIGHT  -          4.454 (meters)       14.61  (feet) COMP
 AA0707  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA0707
 AA0707  VERT ORDER      -  SECOND    CLASS I
 AA0707
 AA0707.The horizontal coordinates were established by autonomous hand held GPS
 AA0707.observations and have an estimated accuracy of +/- 10 meters.
 AA0707
 AA0707.The orthometric height was determined by differential leveling and
 AA0707.adjusted by the NATIONAL GEODETIC SURVEY
 AA0707.in June 1991.
 AA0707
 AA0707.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0707.GEOID18 height accuracy estimate available here.
 AA0707
 AA0707.This Tidal Bench Mark is designated as VM 6835
 AA0707.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0707
 AA0707.Click photographs - Photos may exist for this station.
 AA0707
 AA0707.The dynamic height is computed by dividing the NAVD 88
 AA0707.geopotential number by the normal gravity value computed on the
 AA0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0707.degrees latitude (g = 980.6199 gals.).
 AA0707
 AA0707.The modeled gravity was interpolated from observed gravity values.
 AA0707
 AA0707;                    North         East    Units  Estimated Accuracy
 AA0707;SPC FL E     -    36,765.      160,000.      MT  (+/- 10 meters HH2 GPS)
 AA0707
 AA0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH6001327884(NAD 83)
 AA0707
 AA0707                          SUPERSEDED SURVEY CONTROL
 AA0707
 AA0707.No superseded survey control is available for this station.
 AA0707
 AA0707_MARKER: DJ = TIDAL STATION DISK
 AA0707_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0707_SP_SET: BRIDGE GUARDRAIL
 AA0707_STAMPING: 4232 F 1982
 AA0707_MARK LOGO: NOS
 AA0707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0707
 AA0707  HISTORY     - Date     Condition        Report By
 AA0707  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0707  HISTORY     - 19871231 GOOD             FLDNR
 AA0707
 AA0707                          STATION DESCRIPTION
 AA0707
 AA0707'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0707'21.6 MI SW FROM MARATHON.
 AA0707'BEGIN AT THE POST OFFICE ON BIG PINE KEY, GO 2.0 MILES WEST ALONG
 AA0707'U.S. HIGHWAY 1 TO THE TORCH CHANNEL BRIDGE.  THE MARK IS SET FLUSH
 AA0707'IN THE TOP OF THE CONCRETE GUARDRAIL ON THE NORTHWEST END OF THE
 AA0707'BRIDGE.  THE MARK BEARS 21.2 FEET NORTH OF THE CENTERLINE OF THE
 AA0707'BRIDGE, 5.8 FEET EAST OF THE NORTHWEST END OF THE RAIL, AND 22.6
 AA0707'FEET WEST OF A GREEN WIRE FENCE GUARD FOR A WATER PIPE.
 AA0707'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0707
 AA0707                          STATION RECOVERY (1987)
 AA0707
 AA0707'RECOVERY NOTE BY FL DEPT OF NAT RES 1987
 AA0707'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0706 ***********************************************************************
 AA0706  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0706  DESIGNATION -  872 4232 G TIDAL
 AA0706  PID         -  AA0706
 AA0706  STATE/COUNTY-  FL/MONROE
 AA0706  COUNTRY     -  US
 AA0706  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0706
 AA0706                         *CURRENT SURVEY CONTROL
 AA0706  ______________________________________________________________________
 AA0706* NAD 83(1986) POSITION- 24 39 56.     (N) 081 23 44.     (W)   SCALED
 AA0706* NAVD 88 ORTHO HEIGHT -     3.648 (meters)       11.97  (feet) ADJUSTED
 AA0706  ______________________________________________________________________
 AA0706  GEOID HEIGHT    -        -21.853 (meters)                     GEOID18
 AA0706  DYNAMIC HEIGHT  -          3.642 (meters)       11.95  (feet) COMP
 AA0706  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA0706
 AA0706  VERT ORDER      -  FIRST     CLASS II
 AA0706
 AA0706.The horizontal coordinates were scaled from a map and have
 AA0706.an estimated accuracy of +/- 6 seconds.
 AA0706
 AA0706.The orthometric height was determined by differential leveling and
 AA0706.adjusted by the NATIONAL GEODETIC SURVEY
 AA0706.in June 1991.
 AA0706
 AA0706.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0706.GEOID18 height accuracy estimate available here.
 AA0706
 AA0706.This Tidal Bench Mark is designated as VM 6836
 AA0706.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0706
 AA0706.Click photographs - Photos may exist for this station.
 AA0706
 AA0706.The dynamic height is computed by dividing the NAVD 88
 AA0706.geopotential number by the normal gravity value computed on the
 AA0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0706.degrees latitude (g = 980.6199 gals.).
 AA0706
 AA0706.The modeled gravity was interpolated from observed gravity values.
 AA0706
 AA0706;                    North         East    Units  Estimated Accuracy
 AA0706;SPC FL E     -    36,850.      159,960.      MT  (+/- 180 meters Scaled)
 AA0706
 AA0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH599279(NAD 83)
 AA0706
 AA0706                          SUPERSEDED SURVEY CONTROL
 AA0706
 AA0706  NGVD 29 (09/01/92)    4.064  (m)           13.33   (f) ADJUSTED    1 2
 AA0706
 AA0706.Superseded values are not recommended for survey control.
 AA0706
 AA0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0706.See file dsdata.pdf to determine how the superseded data were derived.
 AA0706
 AA0706_MARKER: DJ = TIDAL STATION DISK
 AA0706_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0706_SP_SET: RETAINING WALL
 AA0706_STAMPING: 4232 G 1982
 AA0706_MARK LOGO: NOS
 AA0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0706+STABILITY: SURFACE MOTION
 AA0706
 AA0706  HISTORY     - Date     Condition        Report By
 AA0706  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0706  HISTORY     - 19900926 GOOD             FLDNR
 AA0706
 AA0706                          STATION DESCRIPTION
 AA0706
 AA0706'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0706'21.6 MI SW FROM MARATHON.
 AA0706'BEGIN AT THE POST OFFICE ON BIG PINE KEY, GO 2.0 MILES WEST ALONG
 AA0706'U.S. HIGHWAY 1 TO THE TORCH CHANNEL BRIDGE.  THE MARK IS SET FLUSH
 AA0706'IN THE TOP OF THE CONCRETE WINGWALL ON THE NORTHWEST END OF THE
 AA0706'BRIDGE.  THE MARK BEARS 22.6 FEET NORTH OF THE CENTERLINE OF THE
 AA0706'BRIDGE, 19.0 FEET WEST OF A GREEN WIRE FENCE GUARD FOR A WATER PIPE,
 AA0706'0.8 FOOT NORTH OF THE NORTH SIDE OF THE CONCRETE GUARDRAIL,
 AA0706'AND 4.0 FEET EAST-NORTHEAST OF BENCH MARK 4232 F 1982.
 AA0706'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AA0706
 AA0706                          STATION RECOVERY (1990)
 AA0706
 AA0706'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0706'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1687 ***********************************************************************
 AA1687  DESIGNATION -  872 4232 K TIDAL
 AA1687  PID         -  AA1687
 AA1687  STATE/COUNTY-  FL/MONROE
 AA1687  COUNTRY     -  US
 AA1687  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA1687
 AA1687                         *CURRENT SURVEY CONTROL
 AA1687  ______________________________________________________________________
 AA1687* NAD 83(1986) POSITION- 24 39 53.     (N) 081 23 42.     (W)   SCALED
 AA1687* NAVD 88 ORTHO HEIGHT -     4.473 (meters)       14.68  (feet) ADJUSTED
 AA1687  ______________________________________________________________________
 AA1687  GEOID HEIGHT    -        -21.855 (meters)                     GEOID18
 AA1687  DYNAMIC HEIGHT  -          4.465 (meters)       14.65  (feet) COMP
 AA1687  MODELED GRAVITY -    978,967.6   (mgal)                       NAVD 88
 AA1687
 AA1687  VERT ORDER      -  FIRST     CLASS II
 AA1687
 AA1687.The horizontal coordinates were scaled from a map and have
 AA1687.an estimated accuracy of +/- 6 seconds.
 AA1687
 AA1687.The orthometric height was determined by differential leveling and
 AA1687.adjusted by the NATIONAL GEODETIC SURVEY
 AA1687.in May 1994.
 AA1687
 AA1687.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1687.GEOID18 height accuracy estimate available here.
 AA1687
 AA1687.Click photographs - Photos may exist for this station.
 AA1687
 AA1687.The dynamic height is computed by dividing the NAVD 88
 AA1687.geopotential number by the normal gravity value computed on the
 AA1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1687.degrees latitude (g = 980.6199 gals.).
 AA1687
 AA1687.The modeled gravity was interpolated from observed gravity values.
 AA1687
 AA1687;                    North         East    Units  Estimated Accuracy
 AA1687;SPC FL E     -    36,760.      160,020.      MT  (+/- 180 meters Scaled)
 AA1687
 AA1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH600278(NAD 83)
 AA1687
 AA1687                          SUPERSEDED SURVEY CONTROL
 AA1687
 AA1687  NGVD 29 (09/01/92)    4.890  (m)           16.04   (f) ADJUSTED    1 2
 AA1687
 AA1687.Superseded values are not recommended for survey control.
 AA1687
 AA1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1687.See file dsdata.pdf to determine how the superseded data were derived.
 AA1687
 AA1687_MARKER: DD = SURVEY DISK
 AA1687_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1687_SP_SET: CONCRETE GUARDRAIL
 AA1687_STAMPING: 4232 K
 AA1687_MARK LOGO: FLDT
 AA1687_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1687_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1687
 AA1687  HISTORY     - Date     Condition        Report By
 AA1687  HISTORY     - UNK      MONUMENTED       FLDT
 AA1687  HISTORY     - 19900926 GOOD             FLDNR
 AA1687
 AA1687                          STATION DESCRIPTION
 AA1687
 AA1687'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1687'TO REACH THE MARK FROM THE POST OFFICE IN BIG PINE KEY, GO WEST ON
 AA1687'U.S. HIGHWAY 1 FOR 2.0 MI (3.2 KM) TO THE EAST END OF THE BRIDGE
 AA1687'OVER TORCH CHANNEL AND THE MARK ON TOP OF THE SOUTHEAST CONCRETE
 AA1687'BRIDGE GUARDRAIL.  LOCATED 0.9 FT (0.3 M) SOUTHWEST OF THE EAST END
 AA1687'OF THE SOUTHEAST GUARDRAIL, 23.4 FT (7.1 M) SOUTHEAST OF THE
 AA1687'CENTERLINE OF U.S. HIGHWAY 1 AND 2.8 FT (0.9 M) ABOVE THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1686 ***********************************************************************
 AA1686  DESIGNATION -  872 4232 L TIDAL
 AA1686  PID         -  AA1686
 AA1686  STATE/COUNTY-  FL/MONROE
 AA1686  COUNTRY     -  US
 AA1686  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA1686
 AA1686                         *CURRENT SURVEY CONTROL
 AA1686  ______________________________________________________________________
 AA1686* NAD 83(1986) POSITION- 24 39 51.     (N) 081 23 50.     (W)   SCALED
 AA1686* NAVD 88 ORTHO HEIGHT -     4.487 (meters)       14.72  (feet) ADJUSTED
 AA1686  ______________________________________________________________________
 AA1686  GEOID HEIGHT    -        -21.853 (meters)                     GEOID18
 AA1686  DYNAMIC HEIGHT  -          4.479 (meters)       14.69  (feet) COMP
 AA1686  MODELED GRAVITY -    978,967.6   (mgal)                       NAVD 88
 AA1686
 AA1686  VERT ORDER      -  FIRST     CLASS II
 AA1686
 AA1686.The horizontal coordinates were scaled from a map and have
 AA1686.an estimated accuracy of +/- 6 seconds.
 AA1686
 AA1686.The orthometric height was determined by differential leveling and
 AA1686.adjusted by the NATIONAL GEODETIC SURVEY
 AA1686.in May 1994.
 AA1686
 AA1686.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1686.GEOID18 height accuracy estimate available here.
 AA1686
 AA1686.Click photographs - Photos may exist for this station.
 AA1686
 AA1686.The dynamic height is computed by dividing the NAVD 88
 AA1686.geopotential number by the normal gravity value computed on the
 AA1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1686.degrees latitude (g = 980.6199 gals.).
 AA1686
 AA1686.The modeled gravity was interpolated from observed gravity values.
 AA1686
 AA1686;                    North         East    Units  Estimated Accuracy
 AA1686;SPC FL E     -    36,700.      159,790.      MT  (+/- 180 meters Scaled)
 AA1686
 AA1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH598278(NAD 83)
 AA1686
 AA1686                          SUPERSEDED SURVEY CONTROL
 AA1686
 AA1686  NGVD 29 (09/01/92)    4.903  (m)           16.09   (f) ADJUSTED    1 2
 AA1686
 AA1686.Superseded values are not recommended for survey control.
 AA1686
 AA1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1686.See file dsdata.pdf to determine how the superseded data were derived.
 AA1686
 AA1686_MARKER: DB = BENCH MARK DISK
 AA1686_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1686_SP_SET: CONCRETE GUARDRAIL
 AA1686_STAMPING: 4232 L
 AA1686_MARK LOGO: FLDT
 AA1686_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1686
 AA1686  HISTORY     - Date     Condition        Report By
 AA1686  HISTORY     - UNK      MONUMENTED       FLDT
 AA1686  HISTORY     - 19900926 GOOD             FLDNR
 AA1686
 AA1686                          STATION DESCRIPTION
 AA1686
 AA1686'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1686'TO REACH THE MARK FROM THE POST OFFICE IN BIG PINE KEY, GO WEST ON
 AA1686'U.S. HIGHWAY 1 FOR 2.15 MI (3.46 KM) TO THE WEST END OF THE BRIDGE
 AA1686'OVER TORCH CHANNEL AND THE MARK IN THE TOP OF THE SOUTHWEST CONCRETE
 AA1686'BRIDGE GUARDRAIL.  LOCATED 6.1 FT (1.9 M) NORTHEAST OF THE WEST END
 AA1686'OF THE SOUTHWEST GUARDRAIL, 23.1 FT (7.0 M) SOUTHEAST OF THE
 AA1686'CENTERLINE OF U.S. HIGHWAY 1 AND 2.8 FT (0.9 M) ABOVE THE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0704 ***********************************************************************
 AA0704  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0704  DESIGNATION -  872 4232 TIDAL 1
 AA0704  PID         -  AA0704
 AA0704  STATE/COUNTY-  FL/MONROE
 AA0704  COUNTRY     -  US
 AA0704  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0704
 AA0704                         *CURRENT SURVEY CONTROL
 AA0704  ______________________________________________________________________
 AA0704* NAD 83(1986) POSITION- 24 39 56.     (N) 081 23 41.     (W)   SCALED
 AA0704* NAVD 88 ORTHO HEIGHT -     2.386 (meters)        7.83  (feet) ADJUSTED
 AA0704  ______________________________________________________________________
 AA0704  GEOID HEIGHT    -        -21.854 (meters)                     GEOID18
 AA0704  DYNAMIC HEIGHT  -          2.382 (meters)        7.81  (feet) COMP
 AA0704  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA0704
 AA0704  VERT ORDER      -  SECOND    CLASS I
 AA0704
 AA0704.The horizontal coordinates were scaled from a map and have
 AA0704.an estimated accuracy of +/- 6 seconds.
 AA0704
 AA0704.The orthometric height was determined by differential leveling and
 AA0704.adjusted by the NATIONAL GEODETIC SURVEY
 AA0704.in June 1991.
 AA0704
 AA0704.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0704.GEOID18 height accuracy estimate available here.
 AA0704
 AA0704.This Tidal Bench Mark is designated as VM 6831
 AA0704.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0704
 AA0704.Click photographs - Photos may exist for this station.
 AA0704
 AA0704.The dynamic height is computed by dividing the NAVD 88
 AA0704.geopotential number by the normal gravity value computed on the
 AA0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0704.degrees latitude (g = 980.6199 gals.).
 AA0704
 AA0704.The modeled gravity was interpolated from observed gravity values.
 AA0704
 AA0704;                    North         East    Units  Estimated Accuracy
 AA0704;SPC FL E     -    36,850.      160,050.      MT  (+/- 180 meters Scaled)
 AA0704
 AA0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH600279(NAD 83)
 AA0704
 AA0704                          SUPERSEDED SURVEY CONTROL
 AA0704
 AA0704.No superseded survey control is available for this station.
 AA0704
 AA0704_MARKER: DJ = TIDAL STATION DISK
 AA0704_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0704_SP_SET: WINGWALL
 AA0704_STAMPING: NO 1 1975
 AA0704_MARK LOGO: NOS
 AA0704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0704+STABILITY: SURFACE MOTION
 AA0704
 AA0704  HISTORY     - Date     Condition        Report By
 AA0704  HISTORY     - 1975     MONUMENTED       NOS
 AA0704  HISTORY     - 1982     GOOD             FLDNR
 AA0704
 AA0704                          STATION DESCRIPTION
 AA0704
 AA0704'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0704'2 MI WEST FROM BIG PINE.
 AA0704'BEGIN AT THE POST OFFICE IN BIG PINE, GO 2.0 MILES WEST ON U.S.
 AA0704'HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER TORCH CHANNEL AND THE
 AA0704'MARK.  THE MARK IS SET IN THE WINGWALL 17.5 FEET NORTHWEST OF THE
 AA0704'CENTERLINE OF THE BRIDGE, 15.5 FEET WEST OF THE NORTHEAST END OF
 AA0704'THE GUARDRAIL, AND 5 FEET NORTH OF THE BRIDGE.
 AA0704'THE MARK IS 2 FT BELOW BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0702 ***********************************************************************
 AA0702  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0702  DESIGNATION -  872 4232 TIDAL 2
 AA0702  PID         -  AA0702
 AA0702  STATE/COUNTY-  FL/MONROE
 AA0702  COUNTRY     -  US
 AA0702  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0702
 AA0702                         *CURRENT SURVEY CONTROL
 AA0702  ______________________________________________________________________
 AA0702* NAD 83(1986) POSITION- 24 39 56.     (N) 081 23 41.     (W)   SCALED
 AA0702* NAVD 88 ORTHO HEIGHT -     1.349 (meters)        4.43  (feet) ADJUSTED
 AA0702  ______________________________________________________________________
 AA0702  GEOID HEIGHT    -        -21.854 (meters)                     GEOID18
 AA0702  DYNAMIC HEIGHT  -          1.346 (meters)        4.42  (feet) COMP
 AA0702  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA0702
 AA0702  VERT ORDER      -  SECOND    CLASS I
 AA0702
 AA0702.The horizontal coordinates were scaled from a map and have
 AA0702.an estimated accuracy of +/- 6 seconds.
 AA0702
 AA0702.The orthometric height was determined by differential leveling and
 AA0702.adjusted by the NATIONAL GEODETIC SURVEY
 AA0702.in June 1991.
 AA0702
 AA0702.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0702.GEOID18 height accuracy estimate available here.
 AA0702
 AA0702.This Tidal Bench Mark is designated as VM 6832
 AA0702.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0702
 AA0702.Click photographs - Photos may exist for this station.
 AA0702
 AA0702.The dynamic height is computed by dividing the NAVD 88
 AA0702.geopotential number by the normal gravity value computed on the
 AA0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0702.degrees latitude (g = 980.6199 gals.).
 AA0702
 AA0702.The modeled gravity was interpolated from observed gravity values.
 AA0702
 AA0702;                    North         East    Units  Estimated Accuracy
 AA0702;SPC FL E     -    36,850.      160,050.      MT  (+/- 180 meters Scaled)
 AA0702
 AA0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH600279(NAD 83)
 AA0702
 AA0702                          SUPERSEDED SURVEY CONTROL
 AA0702
 AA0702.No superseded survey control is available for this station.
 AA0702
 AA0702_MARKER: DJ = TIDAL STATION DISK
 AA0702_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0702_SP_SET: WINGWALL
 AA0702_STAMPING: NO 2 1975
 AA0702_MARK LOGO: NOS
 AA0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0702+STABILITY: SURFACE MOTION
 AA0702
 AA0702  HISTORY     - Date     Condition        Report By
 AA0702  HISTORY     - 1975     MONUMENTED       NOS
 AA0702  HISTORY     - 1982     GOOD             FLDNR
 AA0702
 AA0702                          STATION DESCRIPTION
 AA0702
 AA0702'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0702'2 MI WEST FROM BIG PINE.
 AA0702'BEGIN AT THE POST OFFICE IN BIG PINE, GO 2.0 MILES WEST ON U.S.
 AA0702'HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER TORCH CHANNEL AND TNE
 AA0702'MARK.  THE MARK IS SET IN THE WINGWALL 37 FEET SOUTHEAST OF THE
 AA0702'CENTERLINE OF U.S. 1 AND 24.5 FEET SOUTH OF THE BRIDGE.
 AA0702'THE MARK IS 5 FT BELOW BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0703 ***********************************************************************
 AA0703  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0703  DESIGNATION -  872 4232 TIDAL 3
 AA0703  PID         -  AA0703
 AA0703  STATE/COUNTY-  FL/MONROE
 AA0703  COUNTRY     -  US
 AA0703  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0703
 AA0703                         *CURRENT SURVEY CONTROL
 AA0703  ______________________________________________________________________
 AA0703* NAD 83(1986) POSITION- 24 39 56.     (N) 081 23 41.     (W)   SCALED
 AA0703* NAVD 88 ORTHO HEIGHT -     0.189 (meters)        0.62  (feet) ADJUSTED
 AA0703  ______________________________________________________________________
 AA0703  GEOID HEIGHT    -        -21.854 (meters)                     GEOID18
 AA0703  DYNAMIC HEIGHT  -          0.189 (meters)        0.62  (feet) COMP
 AA0703  MODELED GRAVITY -    978,967.7   (mgal)                       NAVD 88
 AA0703
 AA0703  VERT ORDER      -  SECOND    CLASS I
 AA0703
 AA0703.The horizontal coordinates were scaled from a map and have
 AA0703.an estimated accuracy of +/- 6 seconds.
 AA0703
 AA0703.The orthometric height was determined by differential leveling and
 AA0703.adjusted by the NATIONAL GEODETIC SURVEY
 AA0703.in June 1991.
 AA0703
 AA0703.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0703.GEOID18 height accuracy estimate available here.
 AA0703
 AA0703.This Tidal Bench Mark is designated as VM 6833
 AA0703.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0703
 AA0703.Click photographs - Photos may exist for this station.
 AA0703
 AA0703.The dynamic height is computed by dividing the NAVD 88
 AA0703.geopotential number by the normal gravity value computed on the
 AA0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0703.degrees latitude (g = 980.6199 gals.).
 AA0703
 AA0703.The modeled gravity was interpolated from observed gravity values.
 AA0703
 AA0703;                    North         East    Units  Estimated Accuracy
 AA0703;SPC FL E     -    36,850.      160,050.      MT  (+/- 180 meters Scaled)
 AA0703
 AA0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH600279(NAD 83)
 AA0703
 AA0703                          SUPERSEDED SURVEY CONTROL
 AA0703
 AA0703.No superseded survey control is available for this station.
 AA0703
 AA0703_MARKER: DJ = TIDAL STATION DISK
 AA0703_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0703_SP_SET: WINGWALL
 AA0703_STAMPING: NO 3 1975
 AA0703_MARK LOGO: NOS
 AA0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0703+STABILITY: SURFACE MOTION
 AA0703
 AA0703  HISTORY     - Date     Condition        Report By
 AA0703  HISTORY     - 1975     MONUMENTED       NOS
 AA0703  HISTORY     - 1982     GOOD             FLDNR
 AA0703
 AA0703                          STATION DESCRIPTION
 AA0703
 AA0703'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0703'2 MI WEST FROM BIG PINE.
 AA0703'BEGIN AT THE POST OFFICE AT BIG PINE, GO 2.0 MILES WEST ON U.S.
 AA0703'HIGHWAY 1 TO THE EAST END OF THE BRIDGE OVER TORCH CHANNEL AND THE
 AA0703'MARK.  THE MARK IS SET IN THE CONCRETE WINGWALL 59 FEET SOUTHEAST
 AA0703'OF THE CENTERLINE OF U.S. 1, AND 46.5 FEET SOUTH OF THE BRIDGE
 AA0703'ABUTMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0709 ***********************************************************************
 AA0709  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0709  DESIGNATION -  872 4237 F TIDAL
 AA0709  PID         -  AA0709
 AA0709  STATE/COUNTY-  FL/MONROE
 AA0709  COUNTRY     -  US
 AA0709  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0709
 AA0709                         *CURRENT SURVEY CONTROL
 AA0709  ______________________________________________________________________
 AA0709* NAD 83(1986) POSITION- 24 39 44.     (N) 081 24 05.     (W)   SCALED
 AA0709* NAVD 88 ORTHO HEIGHT -     4.554 (meters)       14.94  (feet) ADJUSTED
 AA0709  ______________________________________________________________________
 AA0709  GEOID HEIGHT    -        -21.850 (meters)                     GEOID18
 AA0709  DYNAMIC HEIGHT  -          4.547 (meters)       14.92  (feet) COMP
 AA0709  MODELED GRAVITY -    978,967.5   (mgal)                       NAVD 88
 AA0709
 AA0709  VERT ORDER      -  FIRST     CLASS II
 AA0709
 AA0709.The horizontal coordinates were scaled from a map and have
 AA0709.an estimated accuracy of +/- 6 seconds.
 AA0709
 AA0709.The orthometric height was determined by differential leveling and
 AA0709.adjusted by the NATIONAL GEODETIC SURVEY
 AA0709.in June 1991.
 AA0709
 AA0709.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0709.GEOID18 height accuracy estimate available here.
 AA0709
 AA0709.This Tidal Bench Mark is designated as VM 6843
 AA0709.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0709
 AA0709.Click photographs - Photos may exist for this station.
 AA0709
 AA0709.The dynamic height is computed by dividing the NAVD 88
 AA0709.geopotential number by the normal gravity value computed on the
 AA0709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0709.degrees latitude (g = 980.6199 gals.).
 AA0709
 AA0709.The modeled gravity was interpolated from observed gravity values.
 AA0709
 AA0709;                    North         East    Units  Estimated Accuracy
 AA0709;SPC FL E     -    36,490.      159,370.      MT  (+/- 180 meters Scaled)
 AA0709
 AA0709_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH593276(NAD 83)
 AA0709
 AA0709                          SUPERSEDED SURVEY CONTROL
 AA0709
 AA0709  NGVD 29 (09/01/92)    4.969  (m)           16.30   (f) ADJUSTED    1 2
 AA0709
 AA0709.Superseded values are not recommended for survey control.
 AA0709
 AA0709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0709.See file dsdata.pdf to determine how the superseded data were derived.
 AA0709
 AA0709_MARKER: DJ = TIDAL STATION DISK
 AA0709_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0709_SP_SET: BRIDGE GUARDRAIL
 AA0709_STAMPING: 4237 F 1982
 AA0709_MARK LOGO: NOS
 AA0709_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0709+SATELLITE: SATELLITE OBSERVATIONS - December 19, 2011
 AA0709
 AA0709  HISTORY     - Date     Condition        Report By
 AA0709  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0709  HISTORY     - 19900926 GOOD             FLDNR
 AA0709  HISTORY     - 20111219 GOOD             ATKNA
 AA0709
 AA0709                          STATION DESCRIPTION
 AA0709
 AA0709'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0709'22.15 MI SW FROM MARATHON.
 AA0709'BEGIN AT THE POST OFFICE AT SUMMERLAND KEY, GO 2.9 MILES EAST ALONG
 AA0709'U.S. HIGHWAY 1 TO TORCH RAMROD CHANNEL BRIDGE.  THE MARK IS SET
 AA0709'FLUSH IN THE TOP OF THE CONCRETE GUARDRAIL ON THE NORTHEAST END OF
 AA0709'THE BRIDGE.  THE MARK BEARS 19.4 FEET NORTH OF THE CENTERLINE
 AA0709'OF THE BRIDGE, AND 0.7 FOOT WEST OF THE NORTHEAST END OF THE RAIL.
 AA0709'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0709
 AA0709                          STATION RECOVERY (1990)
 AA0709
 AA0709'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0709'RECOVERED IN GOOD CONDITION, ADD THE MARK IS 2.8 FT (0.9 M) ABOVE THE
 AA0709'HIGHWAY.
 AA0709
 AA0709                          STATION RECOVERY (2011)
 AA0709
 AA0709'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2011 (DWD)
 AA0709'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0708 ***********************************************************************
 AA0708  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0708  DESIGNATION -  872 4237 G TIDAL
 AA0708  PID         -  AA0708
 AA0708  STATE/COUNTY-  FL/MONROE
 AA0708  COUNTRY     -  US
 AA0708  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0708
 AA0708                         *CURRENT SURVEY CONTROL
 AA0708  ______________________________________________________________________
 AA0708* NAD 83(1986) POSITION- 24 39 44.     (N) 081 24 05.     (W)   SCALED
 AA0708* NAVD 88 ORTHO HEIGHT -     3.749 (meters)       12.30  (feet) ADJUSTED
 AA0708  ______________________________________________________________________
 AA0708  GEOID HEIGHT    -        -21.850 (meters)                     GEOID18
 AA0708  DYNAMIC HEIGHT  -          3.742 (meters)       12.28  (feet) COMP
 AA0708  MODELED GRAVITY -    978,967.5   (mgal)                       NAVD 88
 AA0708
 AA0708  VERT ORDER      -  SECOND    CLASS I
 AA0708
 AA0708.The horizontal coordinates were scaled from a map and have
 AA0708.an estimated accuracy of +/- 6 seconds.
 AA0708
 AA0708.The orthometric height was determined by differential leveling and
 AA0708.adjusted by the NATIONAL GEODETIC SURVEY
 AA0708.in June 1991.
 AA0708
 AA0708.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0708.GEOID18 height accuracy estimate available here.
 AA0708
 AA0708.This Tidal Bench Mark is designated as VM 6844
 AA0708.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0708
 AA0708.Click photographs - Photos may exist for this station.
 AA0708
 AA0708.The dynamic height is computed by dividing the NAVD 88
 AA0708.geopotential number by the normal gravity value computed on the
 AA0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0708.degrees latitude (g = 980.6199 gals.).
 AA0708
 AA0708.The modeled gravity was interpolated from observed gravity values.
 AA0708
 AA0708;                    North         East    Units  Estimated Accuracy
 AA0708;SPC FL E     -    36,490.      159,370.      MT  (+/- 180 meters Scaled)
 AA0708
 AA0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH593276(NAD 83)
 AA0708
 AA0708                          SUPERSEDED SURVEY CONTROL
 AA0708
 AA0708.No superseded survey control is available for this station.
 AA0708
 AA0708_MARKER: DJ = TIDAL STATION DISK
 AA0708_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0708_SP_SET: WINGWALL
 AA0708_STAMPING: 4237 G 1982
 AA0708_MARK LOGO: NOS
 AA0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0708+STABILITY: SURFACE MOTION
 AA0708
 AA0708  HISTORY     - Date     Condition        Report By
 AA0708  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0708  HISTORY     - 19881231 GOOD             FLDNR
 AA0708
 AA0708                          STATION DESCRIPTION
 AA0708
 AA0708'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0708'22.15 MI SW FROM MARATHON.
 AA0708'BEGIN AT THE POST OFFICE AT SUMMERLAND KEY, GO 2.9 MILES EAST ALONG
 AA0708'U.S. HIGHWAY 1 TO THE TORCH RAMROD CHANNEL BRIDGE.  THE MARK IS SET
 AA0708'FLUSH IN THE TOP OF THE CONCRETE WINGWALL ON THE NORTHEAST END OF
 AA0708'THE BRIDGE.  THE MARK BEARS 4.3 FEET NORTH OF THE NORTH SIDE OF THE
 AA0708'CONCRETE GUARDRAIL, 0.7 FOOT SOUTHWEST OF THE NORTHEAST END OF THE
 AA0708'BRIDGE ABUTMENT, AND 10.0 FEET NORTHWEST OF BENCH MARK 4237 F 1982.
 AA0708'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AA0708
 AA0708                          STATION RECOVERY (1988)
 AA0708
 AA0708'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0708'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1684 ***********************************************************************
 AA1684  DESIGNATION -  872 4237 H TIDAL
 AA1684  PID         -  AA1684
 AA1684  STATE/COUNTY-  FL/MONROE
 AA1684  COUNTRY     -  US
 AA1684  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA1684
 AA1684                         *CURRENT SURVEY CONTROL
 AA1684  ______________________________________________________________________
 AA1684* NAD 83(1986) POSITION- 24 39 46.     (N) 081 24 05.     (W)   SCALED
 AA1684* NAVD 88 ORTHO HEIGHT -     4.568 (meters)       14.99  (feet) ADJUSTED
 AA1684  ______________________________________________________________________
 AA1684  GEOID HEIGHT    -        -21.849 (meters)                     GEOID18
 AA1684  DYNAMIC HEIGHT  -          4.560 (meters)       14.96  (feet) COMP
 AA1684  MODELED GRAVITY -    978,967.5   (mgal)                       NAVD 88
 AA1684
 AA1684  VERT ORDER      -  FIRST     CLASS II
 AA1684
 AA1684.The horizontal coordinates were scaled from a map and have
 AA1684.an estimated accuracy of +/- 6 seconds.
 AA1684
 AA1684.The orthometric height was determined by differential leveling and
 AA1684.adjusted by the NATIONAL GEODETIC SURVEY
 AA1684.in May 1994.
 AA1684
 AA1684.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1684.GEOID18 height accuracy estimate available here.
 AA1684
 AA1684.Click photographs - Photos may exist for this station.
 AA1684
 AA1684.The dynamic height is computed by dividing the NAVD 88
 AA1684.geopotential number by the normal gravity value computed on the
 AA1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1684.degrees latitude (g = 980.6199 gals.).
 AA1684
 AA1684.The modeled gravity was interpolated from observed gravity values.
 AA1684
 AA1684;                    North         East    Units  Estimated Accuracy
 AA1684;SPC FL E     -    36,550.      159,370.      MT  (+/- 180 meters Scaled)
 AA1684
 AA1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH593276(NAD 83)
 AA1684
 AA1684                          SUPERSEDED SURVEY CONTROL
 AA1684
 AA1684  NGVD 29 (09/01/92)    4.983  (m)           16.35   (f) ADJUSTED    1 2
 AA1684
 AA1684.Superseded values are not recommended for survey control.
 AA1684
 AA1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1684.See file dsdata.pdf to determine how the superseded data were derived.
 AA1684
 AA1684_MARKER: DJ = TIDAL STATION DISK
 AA1684_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1684_SP_SET: BRIDGE PARAPET
 AA1684_STAMPING: 4237 H 1987
 AA1684_MARK LOGO: NOS
 AA1684_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1684_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1684
 AA1684  HISTORY     - Date     Condition        Report By
 AA1684  HISTORY     - 1987     MONUMENTED       FLDNR
 AA1684
 AA1684                          STATION DESCRIPTION
 AA1684
 AA1684'DESCRIBED BY FL DEPT OF NAT RES 1987
 AA1684'TO REACH THE MARK FROM THE POST OFFICE IN SUMMERLAND KEY, GO EAST ON
 AA1684'U.S. HIGHWAY 1 FOR 2.9 MI (4.7 KM) TO THE NORTHEAST END OF THE
 AA1684'BRIDGE OVER TORCH RAMROD CHANNEL AND THE MARK.  LOCATED 23.5 FT (7.2
 AA1684'M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 1, 1 FT (0.3 M) WEST OF
 AA1684'THE EAST END OF THE CONCRETE GUARDRAIL AND 2.8 FT (0.9 M) ABOVE THE
 AA1684'ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1685 ***********************************************************************
 AA1685  DESIGNATION -  872 4237 J TIDAL
 AA1685  PID         -  AA1685
 AA1685  STATE/COUNTY-  FL/MONROE
 AA1685  COUNTRY     -  US
 AA1685  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA1685
 AA1685                         *CURRENT SURVEY CONTROL
 AA1685  ______________________________________________________________________
 AA1685* NAD 83(1986) POSITION- 24 39 46.     (N) 081 24 13.     (W)   SCALED
 AA1685* NAVD 88 ORTHO HEIGHT -     4.565 (meters)       14.98  (feet) ADJUSTED
 AA1685  ______________________________________________________________________
 AA1685  GEOID HEIGHT    -        -21.846 (meters)                     GEOID18
 AA1685  DYNAMIC HEIGHT  -          4.557 (meters)       14.95  (feet) COMP
 AA1685  MODELED GRAVITY -    978,967.5   (mgal)                       NAVD 88
 AA1685
 AA1685  VERT ORDER      -  FIRST     CLASS II
 AA1685
 AA1685.The horizontal coordinates were scaled from a map and have
 AA1685.an estimated accuracy of +/- 6 seconds.
 AA1685
 AA1685.The orthometric height was determined by differential leveling and
 AA1685.adjusted by the NATIONAL GEODETIC SURVEY
 AA1685.in May 1994.
 AA1685
 AA1685.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1685.GEOID18 height accuracy estimate available here.
 AA1685
 AA1685.Click photographs - Photos may exist for this station.
 AA1685
 AA1685.The dynamic height is computed by dividing the NAVD 88
 AA1685.geopotential number by the normal gravity value computed on the
 AA1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1685.degrees latitude (g = 980.6199 gals.).
 AA1685
 AA1685.The modeled gravity was interpolated from observed gravity values.
 AA1685
 AA1685;                    North         East    Units  Estimated Accuracy
 AA1685;SPC FL E     -    36,550.      159,150.      MT  (+/- 180 meters Scaled)
 AA1685
 AA1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH591276(NAD 83)
 AA1685
 AA1685                          SUPERSEDED SURVEY CONTROL
 AA1685
 AA1685  NGVD 29 (09/01/92)    4.980  (m)           16.34   (f) ADJUSTED    1 2
 AA1685
 AA1685.Superseded values are not recommended for survey control.
 AA1685
 AA1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1685.See file dsdata.pdf to determine how the superseded data were derived.
 AA1685
 AA1685_MARKER: DD = SURVEY DISK
 AA1685_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1685_SP_SET: CONCRETE GUARDRAIL
 AA1685_STAMPING: 4237 J
 AA1685_MARK LOGO: FLDT
 AA1685_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1685_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1685
 AA1685  HISTORY     - Date     Condition        Report By
 AA1685  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1685
 AA1685                          STATION DESCRIPTION
 AA1685
 AA1685'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1685'TO REACH THE MARK FROM THE POST OFFICE IN SUMMERLAND KEY, GO EAST 0N
 AA1685'U.S. HIGHWAY 1 FOR 2.75 MI (4.43 KM) TO THE SOUTHEAST END OF THE
 AA1685'TORCH RAMROD BRIDGE ON RAMROD KEY, AND THE MARK SET IN THE TOP OF THE
 AA1685'SOUTHWEST CONCRETE GUARDRAIL OF THE BRIDGE.  LOCATED 23.5 FT (7.2 M)
 AA1685'SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1 AND 4.8 FT (1.5 M)
 AA1685'NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1683 ***********************************************************************
 AA1683  DESIGNATION -  872 4237 K TIDAL
 AA1683  PID         -  AA1683
 AA1683  STATE/COUNTY-  FL/MONROE
 AA1683  COUNTRY     -  US
 AA1683  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA1683
 AA1683                         *CURRENT SURVEY CONTROL
 AA1683  ______________________________________________________________________
 AA1683* NAD 83(1986) POSITION- 24 39 46.     (N) 081 24 14.     (W)   SCALED
 AA1683* NAVD 88 ORTHO HEIGHT -     0.453 (meters)        1.49  (feet) ADJUSTED
 AA1683  ______________________________________________________________________
 AA1683  GEOID HEIGHT    -        -21.846 (meters)                     GEOID18
 AA1683  DYNAMIC HEIGHT  -          0.452 (meters)        1.48  (feet) COMP
 AA1683  MODELED GRAVITY -    978,967.5   (mgal)                       NAVD 88
 AA1683
 AA1683  VERT ORDER      -  FIRST     CLASS II
 AA1683
 AA1683.The horizontal coordinates were scaled from a map and have
 AA1683.an estimated accuracy of +/- 6 seconds.
 AA1683
 AA1683.The orthometric height was determined by differential leveling and
 AA1683.adjusted by the NATIONAL GEODETIC SURVEY
 AA1683.in May 1994.
 AA1683
 AA1683.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1683.GEOID18 height accuracy estimate available here.
 AA1683
 AA1683.Click photographs - Photos may exist for this station.
 AA1683
 AA1683.The dynamic height is computed by dividing the NAVD 88
 AA1683.geopotential number by the normal gravity value computed on the
 AA1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1683.degrees latitude (g = 980.6199 gals.).
 AA1683
 AA1683.The modeled gravity was interpolated from observed gravity values.
 AA1683
 AA1683;                    North         East    Units  Estimated Accuracy
 AA1683;SPC FL E     -    36,550.      159,120.      MT  (+/- 180 meters Scaled)
 AA1683
 AA1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH591276(NAD 83)
 AA1683
 AA1683                          SUPERSEDED SURVEY CONTROL
 AA1683
 AA1683  NGVD 29 (09/01/92)    0.868  (m)            2.85   (f) ADJUSTED    1 2
 AA1683
 AA1683.Superseded values are not recommended for survey control.
 AA1683
 AA1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1683.See file dsdata.pdf to determine how the superseded data were derived.
 AA1683
 AA1683_MARKER: DJ = TIDAL STATION DISK
 AA1683_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA1683_SP_SET: BASE FOR A GUY WIRE ANCHOR
 AA1683_STAMPING: 4237 K 1988
 AA1683_MARK LOGO: NOS
 AA1683_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1683+STABILITY: SURFACE MOTION
 AA1683
 AA1683  HISTORY     - Date     Condition        Report By
 AA1683  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1683
 AA1683                          STATION DESCRIPTION
 AA1683
 AA1683'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1683'TO REACH THE MARK FROM THE POST OFFICE IN SUMMERLAND KEY, GO EAST ON
 AA1683'U.S. HIGHWAY 1 FOR 2.75 MI (4.43 KM) TO THE SOUTHWEST END OF THE
 AA1683'TORCH RAMROD BRIDGE ON RAMROD KEY AND THE MARK SET IN A 4 FT (1.2 M)
 AA1683'DIAMETER CONCRETE BASE FOR A POWER POLE GUY WIRE ANCHOR.  LOCATED 197
 AA1683'FT (60.0 M) WEST SOUTHWEST OF THE SOUTHWEST CORNER OF THE CONCRETE
 AA1683'GUARDRAIL OF THE BRIDGE, 76.5 FT (23.3 M) EAST OF A POWER POLE AND
 AA1683'66.3 FT (20.2 M) SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 1.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0712 ***********************************************************************
 AA0712  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0712  DESIGNATION -  872 4237 TIDAL 1
 AA0712  PID         -  AA0712
 AA0712  STATE/COUNTY-  FL/MONROE
 AA0712  COUNTRY     -  US
 AA0712  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0712
 AA0712                         *CURRENT SURVEY CONTROL
 AA0712  ______________________________________________________________________
 AA0712* NAD 83(1986) POSITION- 24 39 44.     (N) 081 24 05.     (W)   SCALED
 AA0712* NAVD 88 ORTHO HEIGHT -     1.269 (meters)        4.16  (feet) ADJUSTED
 AA0712  ______________________________________________________________________
 AA0712  GEOID HEIGHT    -        -21.850 (meters)                     GEOID18
 AA0712  DYNAMIC HEIGHT  -          1.266 (meters)        4.15  (feet) COMP
 AA0712  MODELED GRAVITY -    978,967.5   (mgal)                       NAVD 88
 AA0712
 AA0712  VERT ORDER      -  SECOND    CLASS I
 AA0712
 AA0712.The horizontal coordinates were scaled from a map and have
 AA0712.an estimated accuracy of +/- 6 seconds.
 AA0712
 AA0712.The orthometric height was determined by differential leveling and
 AA0712.adjusted by the NATIONAL GEODETIC SURVEY
 AA0712.in June 1991.
 AA0712
 AA0712.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0712.GEOID18 height accuracy estimate available here.
 AA0712
 AA0712.This Tidal Bench Mark is designated as VM 6839
 AA0712.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0712
 AA0712.Click photographs - Photos may exist for this station.
 AA0712
 AA0712.The dynamic height is computed by dividing the NAVD 88
 AA0712.geopotential number by the normal gravity value computed on the
 AA0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0712.degrees latitude (g = 980.6199 gals.).
 AA0712
 AA0712.The modeled gravity was interpolated from observed gravity values.
 AA0712
 AA0712;                    North         East    Units  Estimated Accuracy
 AA0712;SPC FL E     -    36,490.      159,370.      MT  (+/- 180 meters Scaled)
 AA0712
 AA0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH593276(NAD 83)
 AA0712
 AA0712                          SUPERSEDED SURVEY CONTROL
 AA0712
 AA0712.No superseded survey control is available for this station.
 AA0712
 AA0712_MARKER: DJ = TIDAL STATION DISK
 AA0712_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0712_SP_SET: WINGWALL
 AA0712_STAMPING: NO 1 1975
 AA0712_MARK LOGO: NOS
 AA0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0712+STABILITY: SURFACE MOTION
 AA0712
 AA0712  HISTORY     - Date     Condition        Report By
 AA0712  HISTORY     - 1975     MONUMENTED       NOS
 AA0712  HISTORY     - 1982     GOOD             FLDNR
 AA0712
 AA0712                          STATION DESCRIPTION
 AA0712
 AA0712'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0712'2.9 MI EAST FROM SUMMERLAND KEY.
 AA0712'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.9 MILES EAST ON U.S.
 AA0712'HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER TORCH RAMROD
 AA0712'CHANNEL AND THE MARK.  THE MARK IS SET IN THE SOUTHEAST WINGWALL,
 AA0712'24.5 FEET SOUTHEAST OF THE ABUTMENT, AND 31 FEET NORTHWEST OF THE
 AA0712'SOUTHEAST END OF THE WINGWALL.
 AA0712'THE MARK IS 7 FT BELOW BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0711 ***********************************************************************
 AA0711  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0711  DESIGNATION -  872 4237 TIDAL 3
 AA0711  PID         -  AA0711
 AA0711  STATE/COUNTY-  FL/MONROE
 AA0711  COUNTRY     -  US
 AA0711  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0711
 AA0711                         *CURRENT SURVEY CONTROL
 AA0711  ______________________________________________________________________
 AA0711* NAD 83(1986) POSITION- 24 39 44.     (N) 081 24 05.     (W)   SCALED
 AA0711* NAVD 88 ORTHO HEIGHT -     3.510 (meters)       11.52  (feet) ADJUSTED
 AA0711  ______________________________________________________________________
 AA0711  GEOID HEIGHT    -        -21.850 (meters)                     GEOID18
 AA0711  DYNAMIC HEIGHT  -          3.504 (meters)       11.50  (feet) COMP
 AA0711  MODELED GRAVITY -    978,967.5   (mgal)                       NAVD 88
 AA0711
 AA0711  VERT ORDER      -  SECOND    CLASS I
 AA0711
 AA0711.The horizontal coordinates were scaled from a map and have
 AA0711.an estimated accuracy of +/- 6 seconds.
 AA0711
 AA0711.The orthometric height was determined by differential leveling and
 AA0711.adjusted by the NATIONAL GEODETIC SURVEY
 AA0711.in June 1991.
 AA0711
 AA0711.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0711.GEOID18 height accuracy estimate available here.
 AA0711
 AA0711.This Tidal Bench Mark is designated as VM 6840
 AA0711.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0711
 AA0711.Click photographs - Photos may exist for this station.
 AA0711
 AA0711.The dynamic height is computed by dividing the NAVD 88
 AA0711.geopotential number by the normal gravity value computed on the
 AA0711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0711.degrees latitude (g = 980.6199 gals.).
 AA0711
 AA0711.The modeled gravity was interpolated from observed gravity values.
 AA0711
 AA0711;                    North         East    Units  Estimated Accuracy
 AA0711;SPC FL E     -    36,490.      159,370.      MT  (+/- 180 meters Scaled)
 AA0711
 AA0711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH593276(NAD 83)
 AA0711
 AA0711                          SUPERSEDED SURVEY CONTROL
 AA0711
 AA0711.No superseded survey control is available for this station.
 AA0711
 AA0711_MARKER: DJ = TIDAL STATION DISK
 AA0711_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0711_SP_SET: BRIDGE CURB
 AA0711_STAMPING: NO 3 1975
 AA0711_MARK LOGO: NOS
 AA0711_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0711
 AA0711  HISTORY     - Date     Condition        Report By
 AA0711  HISTORY     - 1975     MONUMENTED       NOS
 AA0711  HISTORY     - 1982     GOOD             FLDNR
 AA0711
 AA0711                          STATION DESCRIPTION
 AA0711
 AA0711'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0711'2.9 MI EAST FROM SUMMERLAND KEY.
 AA0711'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.9 MILES EAST ON U.S.
 AA0711'HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER TORCH RAMROD
 AA0711'CHANNEL AND THE MARK.  THE MARK IS SET IN THE SOUTHEAST CURB OF
 AA0711'THE BRIDGE, 12 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0710 ***********************************************************************
 AA0710  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0710  DESIGNATION -  872 4237 TIDAL 4
 AA0710  PID         -  AA0710
 AA0710  STATE/COUNTY-  FL/MONROE
 AA0710  COUNTRY     -  US
 AA0710  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0710
 AA0710                         *CURRENT SURVEY CONTROL
 AA0710  ______________________________________________________________________
 AA0710* NAD 83(1986) POSITION- 24 39 44.     (N) 081 24 05.     (W)   SCALED
 AA0710* NAVD 88 ORTHO HEIGHT -     2.321 (meters)        7.61  (feet) ADJUSTED
 AA0710  ______________________________________________________________________
 AA0710  GEOID HEIGHT    -        -21.850 (meters)                     GEOID18
 AA0710  DYNAMIC HEIGHT  -          2.317 (meters)        7.60  (feet) COMP
 AA0710  MODELED GRAVITY -    978,967.5   (mgal)                       NAVD 88
 AA0710
 AA0710  VERT ORDER      -  SECOND    CLASS I
 AA0710
 AA0710.The horizontal coordinates were scaled from a map and have
 AA0710.an estimated accuracy of +/- 6 seconds.
 AA0710
 AA0710.The orthometric height was determined by differential leveling and
 AA0710.adjusted by the NATIONAL GEODETIC SURVEY
 AA0710.in June 1991.
 AA0710
 AA0710.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0710.GEOID18 height accuracy estimate available here.
 AA0710
 AA0710.This Tidal Bench Mark is designated as VM 6841
 AA0710.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0710
 AA0710.Click photographs - Photos may exist for this station.
 AA0710
 AA0710.The dynamic height is computed by dividing the NAVD 88
 AA0710.geopotential number by the normal gravity value computed on the
 AA0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0710.degrees latitude (g = 980.6199 gals.).
 AA0710
 AA0710.The modeled gravity was interpolated from observed gravity values.
 AA0710
 AA0710;                    North         East    Units  Estimated Accuracy
 AA0710;SPC FL E     -    36,490.      159,370.      MT  (+/- 180 meters Scaled)
 AA0710
 AA0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH593276(NAD 83)
 AA0710
 AA0710                          SUPERSEDED SURVEY CONTROL
 AA0710
 AA0710.No superseded survey control is available for this station.
 AA0710
 AA0710_MARKER: DJ = TIDAL STATION DISK
 AA0710_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0710_SP_SET: WINGWALL
 AA0710_STAMPING: NO 4 1975
 AA0710_MARK LOGO: NOS
 AA0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0710+STABILITY: SURFACE MOTION
 AA0710
 AA0710  HISTORY     - Date     Condition        Report By
 AA0710  HISTORY     - 1975     MONUMENTED       NOS
 AA0710  HISTORY     - 1982     GOOD             FLDNR
 AA0710
 AA0710                          STATION DESCRIPTION
 AA0710
 AA0710'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0710'2.9 MI EAST FROM SUMMERLAND KEY.
 AA0710'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.9 MILES EAST ON U.S.
 AA0710'HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER TORCH RAMROD
 AA0710'CHANNEL AND THE MARK.  THE MARK IS SET IN THE WINGWALL, 17 FEET
 AA0710'NORTHWEST OF THE CENTERLINE OF U.S. 1, AND 5 FEET NORTH OF THE
 AA0710'ABUTMENT.
 AA0710'THE MARK IS 4 FT BELOW BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1641 ***********************************************************************
 AA1641  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1641  DESIGNATION -  872 4243 D TIDAL
 AA1641  PID         -  AA1641
 AA1641  STATE/COUNTY-  FL/MONROE
 AA1641  COUNTRY     -  US
 AA1641  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA1641
 AA1641                         *CURRENT SURVEY CONTROL
 AA1641  ______________________________________________________________________
 AA1641* NAD 83(1986) POSITION- 24 43 32.     (N) 081 24 23.     (W)   SCALED
 AA1641* NAVD 88 ORTHO HEIGHT -     0.283 (meters)        0.93  (feet) POSTED
 AA1641  ______________________________________________________________________
 AA1641  GEOID HEIGHT    -        -21.758 (meters)                     GEOID18
 AA1641  DYNAMIC HEIGHT  -          0.28  (meters)        0.9   (feet) COMP
 AA1641  MODELED GRAVITY -    978,973.0   (mgal)                       NAVD 88
 AA1641
 AA1641  VERT ORDER      -  * POSTED, SEE BELOW
 AA1641
 AA1641.The horizontal coordinates were scaled from a map and have
 AA1641.an estimated accuracy of +/- 6 seconds.
 AA1641
 AA1641.The orthometric height was determined by differential leveling
 AA1641.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AA1641
 AA1641.* This is a POSTED BENCH MARK height.
 AA1641
 AA1641.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1641.GEOID18 height accuracy estimate available here.
 AA1641
 AA1641.This Tidal Bench Mark is designated as VM 11344
 AA1641.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1641
 AA1641.Click photographs - Photos may exist for this station.
 AA1641
 AA1641.The dynamic height is computed by dividing the NAVD 88
 AA1641.geopotential number by the normal gravity value computed on the
 AA1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1641.degrees latitude (g = 980.6199 gals.).
 AA1641
 AA1641.The modeled gravity was interpolated from observed gravity values.
 AA1641
 AA1641;                    North         East    Units  Estimated Accuracy
 AA1641;SPC FL E     -    43,500.      158,890.      MT  (+/- 180 meters Scaled)
 AA1641
 AA1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH589346(NAD 83)
 AA1641
 AA1641                          SUPERSEDED SURVEY CONTROL
 AA1641
 AA1641.No superseded survey control is available for this station.
 AA1641
 AA1641_MARKER: DJ = TIDAL STATION DISK
 AA1641_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA1641+WITH SETTING: INFORMATION.
 AA1641_STAMPING: 4243 D 1984
 AA1641_MARK LOGO: NOS
 AA1641_PROJECTION: PROJECTING 61 CENTIMETERS
 AA1641_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1641_ROD/PIPE-DEPTH: 2.74 meters
 AA1641
 AA1641  HISTORY     - Date     Condition        Report By
 AA1641  HISTORY     - 1984     MONUMENTED       FLDNR
 AA1641
 AA1641                          STATION DESCRIPTION
 AA1641
 AA1641'DESCRIBED BY FL DEPT OF NAT RES 1984
 AA1641'IN HOWE KEY.
 AA1641'THE MARK IS LOCATED ON AN ISLAND SEPARATED FROM THE EXTREME SOUTHERN
 AA1641'TIP OF HOWE KEY BY A SHOAL, 390 FEET SOUTH OF THE SOUTH END OF THE
 AA1641'KEY.  THE MARK IS SET IN A CLEAR, LOW MANGROVE AREA, 60 FEET EAST-
 AA1641'NORTHEAST OF THE WEST SIDE OF THE OUTER MANGROVE EDGE.  THE MARK
 AA1641'BEARS 72.3 FEET SOUTH-SOUTHWEST OF BENCH MARK PINKEY RM 2 1935, 51
 AA1641'FEET NORTHWEST OF BENCH MARK 4243 E 1984, AND 1.8 FEET
 AA1641'SOUTH-SOUTHEAST OF A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1642 ***********************************************************************
 AA1642  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1642  DESIGNATION -  872 4243 E TIDAL
 AA1642  PID         -  AA1642
 AA1642  STATE/COUNTY-  FL/MONROE
 AA1642  COUNTRY     -  US
 AA1642  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA1642
 AA1642                         *CURRENT SURVEY CONTROL
 AA1642  ______________________________________________________________________
 AA1642* NAD 83(1986) POSITION- 24 43 32.     (N) 081 24 23.     (W)   SCALED
 AA1642* NAVD 88 ORTHO HEIGHT -     0.376 (meters)        1.23  (feet) POSTED
 AA1642  ______________________________________________________________________
 AA1642  GEOID HEIGHT    -        -21.758 (meters)                     GEOID18
 AA1642  DYNAMIC HEIGHT  -          0.38  (meters)        1.2   (feet) COMP
 AA1642  MODELED GRAVITY -    978,973.0   (mgal)                       NAVD 88
 AA1642
 AA1642  VERT ORDER      -  * POSTED, SEE BELOW
 AA1642
 AA1642.The horizontal coordinates were scaled from a map and have
 AA1642.an estimated accuracy of +/- 6 seconds.
 AA1642
 AA1642.The orthometric height was determined by differential leveling
 AA1642.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AA1642
 AA1642.* This is a POSTED BENCH MARK height.
 AA1642
 AA1642.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1642.GEOID18 height accuracy estimate available here.
 AA1642
 AA1642.This Tidal Bench Mark is designated as VM 11345
 AA1642.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1642
 AA1642.Click photographs - Photos may exist for this station.
 AA1642
 AA1642.The dynamic height is computed by dividing the NAVD 88
 AA1642.geopotential number by the normal gravity value computed on the
 AA1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1642.degrees latitude (g = 980.6199 gals.).
 AA1642
 AA1642.The modeled gravity was interpolated from observed gravity values.
 AA1642
 AA1642;                    North         East    Units  Estimated Accuracy
 AA1642;SPC FL E     -    43,500.      158,890.      MT  (+/- 180 meters Scaled)
 AA1642
 AA1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH589346(NAD 83)
 AA1642
 AA1642                          SUPERSEDED SURVEY CONTROL
 AA1642
 AA1642.No superseded survey control is available for this station.
 AA1642
 AA1642_MARKER: DJ = TIDAL STATION DISK
 AA1642_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA1642+WITH SETTING: INFORMATION.
 AA1642_STAMPING: 4243 E 1984
 AA1642_MARK LOGO: NOS
 AA1642_PROJECTION: PROJECTING 46 CENTIMETERS
 AA1642_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1642_ROD/PIPE-DEPTH: 2.74 meters
 AA1642
 AA1642  HISTORY     - Date     Condition        Report By
 AA1642  HISTORY     - 1984     MONUMENTED       FLDNR
 AA1642
 AA1642                          STATION DESCRIPTION
 AA1642
 AA1642'DESCRIBED BY FL DEPT OF NAT RES 1984
 AA1642'IN HOWE KEY.
 AA1642'THE MARK IS LOCATED ON AN ISLAND SEPARATED FROM THE EXTREME SOUTHERN
 AA1642'TIP OF HOWE KEY BY A SHOAL, 390 FEET SOUTH OF THE SOUTH END OF THE
 AA1642'KEY.  THE MARK IS SET IN A CLEAR, LOW MANGROVE AREA, 80 FEET EAST-
 AA1642'NORTHEAST OF THE WEST SIDE OF THE OUTER MANGROVE EDGE.  THE MARK
 AA1642'BEARS 51 FEET SOUTHEAST OF BENCH MARK 4243 D 1984 AND 3 FEET EAST OF
 AA1642'A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1012 ***********************************************************************
 AA1012  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1012  DESIGNATION -  872 4255 F TIDAL
 AA1012  PID         -  AA1012
 AA1012  STATE/COUNTY-  FL/MONROE
 AA1012  COUNTRY     -  US
 AA1012  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA1012
 AA1012                         *CURRENT SURVEY CONTROL
 AA1012  ______________________________________________________________________
 AA1012* NAD 83(2011) POSITION- 24 39 36.55675(N) 081 25 21.94133(W)   NO CHECK
 AA1012* NAD 83(2011) ELLIP HT-   -16.384 (meters)        (06/27/12)   NO CHECK
 AA1012* NAD 83(2011) EPOCH   -  2010.00
 AA1012* NAVD 88 ORTHO HEIGHT -     5.448 (meters)       17.87  (feet) ADJUSTED
 AA1012  ______________________________________________________________________
 AA1012  GEOID HEIGHT    -        -21.824 (meters)                     GEOID18
 AA1012  NAD 83(2011) X  -    864,997.970 (meters)                     COMP
 AA1012  NAD 83(2011) Y  - -5,734,940.587 (meters)                     COMP
 AA1012  NAD 83(2011) Z  -  2,644,902.876 (meters)                     COMP
 AA1012  LAPLACE CORR    -         -1.22  (seconds)                    DEFLEC18
 AA1012  DYNAMIC HEIGHT  -          5.439 (meters)       17.84  (feet) COMP
 AA1012  MODELED GRAVITY -    978,967.5   (mgal)                       NAVD 88
 AA1012
 AA1012  VERT ORDER      -  FIRST     CLASS II
 AA1012
 AA1012  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA1012  Standards:
 AA1012         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA1012            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA1012  -------------------------------------------------------------------
 AA1012  NETWORK    3.00   4.80           1.16   1.27   2.45      0.24828727
 AA1012  -------------------------------------------------------------------
 AA1012  Click here for local accuracies and other accuracy information.
 AA1012
 AA1012.The horizontal coordinates were established by GPS observations
 AA1012.and adjusted by the National Geodetic Survey in June 2012.
 AA1012
 AA1012.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA1012.been affixed to the stable North American tectonic plate. See 
 AA1012.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA1012
 AA1012.The horizontal coordinates are valid at the epoch date displayed above
 AA1012.which is a decimal equivalence of Year/Month/Day.
 AA1012
 AA1012.No horizontal observational check was made to the station.
 AA1012
 AA1012.The orthometric height was determined by differential leveling and
 AA1012.adjusted by the NATIONAL GEODETIC SURVEY
 AA1012.in May 1994.
 AA1012
 AA1012.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1012.GEOID18 height accuracy estimate available here.
 AA1012
 AA1012.This Tidal Bench Mark is designated as VM 6863
 AA1012.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1012
 AA1012.Click photographs - Photos may exist for this station.
 AA1012
 AA1012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1012
 AA1012.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA1012
 AA1012.The ellipsoidal height was determined by GPS observations
 AA1012.and is referenced to NAD 83.
 AA1012
 AA1012.The dynamic height is computed by dividing the NAVD 88
 AA1012.geopotential number by the normal gravity value computed on the
 AA1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1012.degrees latitude (g = 980.6199 gals.).
 AA1012
 AA1012.The modeled gravity was interpolated from observed gravity values.
 AA1012
 AA1012. The following values were computed from the NAD 83(2011) position.
 AA1012
 AA1012;                    North         East     Units Scale Factor Converg.
 AA1012;SPC FL E     -    36,264.252   157,207.811   MT  0.99996378   -0 10 35.0
 AA1012;SPC FL E     -   118,976.97    515,772.63   sFT  0.99996378   -0 10 35.0
 AA1012;UTM  17      - 2,727,383.861   457,222.412   MT  0.99962260   -0 10 35.0
 AA1012
 AA1012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1012!SPC FL E     -   1.00000257  x   0.99996378  =   0.99996635
 AA1012!UTM  17      -   1.00000257  x   0.99962260  =   0.99962517
 AA1012
 AA1012:                Primary Azimuth Mark                     Grid Az
 AA1012:SPC FL E     -  872 4267 TIDAL 2                         273 14 17.2
 AA1012:UTM  17      -  872 4267 TIDAL 2                         273 14 17.2
 AA1012
 AA1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH5722227383(NAD 83)
 AA1012
 AA1012|---------------------------------------------------------------------|
 AA1012| PID    Reference Object                     Distance      Geod. Az  |
 AA1012|                                                           dddmmss.s |
 AA1012| AA0971 872 4267 TIDAL 2                    APPROX. 1.4 KM 2730342.2 |
 AA1012|---------------------------------------------------------------------|
 AA1012
 AA1012                          SUPERSEDED SURVEY CONTROL
 AA1012
 AA1012  NAD 83(2007)-  24 39 36.55674(N)    081 25 21.94261(W) AD(2002.00) 0
 AA1012  ELLIP H (02/10/07)  -16.373  (m)                       GP(2002.00)    
 AA1012  NAD 83(1999)-  24 39 36.55736(N)    081 25 21.94188(W) AD(       ) 1
 AA1012  ELLIP H (12/13/01)  -16.354  (m)                       GP(       ) 5 1
 AA1012  NAD 83(1990)-  24 39 36.55501(N)    081 25 21.94293(W) AD(       ) 1
 AA1012  NAVD 88 (06/15/91)    5.452  (m)           17.89   (f) SUPERSEDED  1 2
 AA1012  NGVD 29 (09/01/92)    5.865  (m)           19.24   (f) ADJUSTED    1 2
 AA1012  NGVD 29               5.87   (m)           19.3    (f) LEVELING    3  
 AA1012
 AA1012.Superseded values are not recommended for survey control.
 AA1012
 AA1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1012.See file dsdata.pdf to determine how the superseded data were derived.
 AA1012
 AA1012_MARKER: DJ = TIDAL STATION DISK
 AA1012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1012_SP_SET: BRIDGE GUARD RAIL
 AA1012_STAMPING: 4255 F 1982
 AA1012_MARK LOGO: NOS
 AA1012_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1012+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1989
 AA1012
 AA1012  HISTORY     - Date     Condition        Report By
 AA1012  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1012  HISTORY     - 19890201 GOOD             NGS
 AA1012  HISTORY     - 19900926 GOOD             FLDNR
 AA1012
 AA1012                          STATION DESCRIPTION
 AA1012
 AA1012'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1012'1.4 MI EAST FROM SUMMERLAND KEY.
 AA1012'THE MARK IS 3 FT ABOVE ROAD.
 AA1012'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 1.4 MILES EAST ON
 AA1012'U.S. HIGHWAY 1 TO THE EAST END OF THE NEW BRIDGE OVER NILES
 AA1012'CHANNEL AND THE MARK.  THE MARK IS SET FLUSH IN THE TOP OF THE
 AA1012'CONCRETE GUARDRAIL.  THE MARK BEARS 19.6 FEET SOUTH OF THE
 AA1012'CENTERLINE OF THE BRIDGE, AND 6.1 FEET WEST OF THE SOUTHEAST END
 AA1012'OF THE CONCRETE GUARDRAIL.
 AA1012
 AA1012                          STATION RECOVERY (1989)
 AA1012
 AA1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AA1012'THE STATION IS LOCATED AT THE WEST END OF RAMROD KEY, IN SECTION 30,
 AA1012'T66S, R28E, IN THE CONCRETE GUARDRAIL OF THE NEW U.S. HIGHWAY 1
 AA1012'BRIDGE.  OWNERSHIP--HIGHWAY RIGHT-OF-WAY.
 AA1012'TO REACH THE STATION FROM THE EAST END OF THE U.S. HIGHWAY 1 BRIDGE
 AA1012'OVER NILES CHANNEL AT RAMROD KEY, GO TO THE SOUTHEAST GUARDRAIL OF
 AA1012'BRIDGE TO THE STATION.
 AA1012'LOCATED 5.97 M (19.6 FT) SOUTH FROM THE CENTERLINE OF U.S. HIGHWAY 1,
 AA1012'1.86 M (6.1 FT) WEST FROM THE SOUTHEAST END OF CONCRETE GUARDRAIL OF
 AA1012'BRIDGE AND 0.91 M (3.0 FT) HIGHER THAN THE ROAD SURFACE.
 AA1012'DESCRIBED BY R.L. MALLOY.
 AA1012
 AA1012                          STATION RECOVERY (1990)
 AA1012
 AA1012'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA1012'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1013 ***********************************************************************
 AA1013  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1013  DESIGNATION -  872 4255 G TIDAL
 AA1013  PID         -  AA1013
 AA1013  STATE/COUNTY-  FL/MONROE
 AA1013  COUNTRY     -  US
 AA1013  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA1013
 AA1013                         *CURRENT SURVEY CONTROL
 AA1013  ______________________________________________________________________
 AA1013* NAD 83(1986) POSITION- 24 39 38.     (N) 081 25 23.     (W)   SCALED
 AA1013* NAVD 88 ORTHO HEIGHT -     5.454 (meters)       17.89  (feet) ADJUSTED
 AA1013  ______________________________________________________________________
 AA1013  GEOID HEIGHT    -        -21.823 (meters)                     GEOID18
 AA1013  DYNAMIC HEIGHT  -          5.445 (meters)       17.86  (feet) COMP
 AA1013  MODELED GRAVITY -    978,967.5   (mgal)                       NAVD 88
 AA1013
 AA1013  VERT ORDER      -  SECOND    CLASS I
 AA1013
 AA1013.The horizontal coordinates were scaled from a map and have
 AA1013.an estimated accuracy of +/- 6 seconds.
 AA1013
 AA1013.The orthometric height was determined by differential leveling and
 AA1013.adjusted by the NATIONAL GEODETIC SURVEY
 AA1013.in June 1991.
 AA1013
 AA1013.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1013.GEOID18 height accuracy estimate available here.
 AA1013
 AA1013.This Tidal Bench Mark is designated as VM 6864
 AA1013.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1013
 AA1013.Click photographs - Photos may exist for this station.
 AA1013
 AA1013.The dynamic height is computed by dividing the NAVD 88
 AA1013.geopotential number by the normal gravity value computed on the
 AA1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1013.degrees latitude (g = 980.6199 gals.).
 AA1013
 AA1013.The modeled gravity was interpolated from observed gravity values.
 AA1013
 AA1013;                    North         East    Units  Estimated Accuracy
 AA1013;SPC FL E     -    36,310.      157,180.      MT  (+/- 180 meters Scaled)
 AA1013
 AA1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH571274(NAD 83)
 AA1013
 AA1013                          SUPERSEDED SURVEY CONTROL
 AA1013
 AA1013.No superseded survey control is available for this station.
 AA1013
 AA1013_MARKER: DJ = TIDAL STATION DISK
 AA1013_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1013_SP_SET: BRIDGE GUARDRAIL
 AA1013_STAMPING: 4255 G 1982
 AA1013_MARK LOGO: NOS
 AA1013_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1013
 AA1013  HISTORY     - Date     Condition        Report By
 AA1013  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1013  HISTORY     - 19881231 GOOD             FLDNR
 AA1013
 AA1013                          STATION DESCRIPTION
 AA1013
 AA1013'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1013'1.4 MI EAST FROM SUMMERLAND KEY.
 AA1013'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 1.4 MILES EAST ON U.S.
 AA1013'HIGHWAY 1 TO THE EAST END OF THE NEW BRIDGE OVER NILES CHANNEL AND
 AA1013'THE MARK.  THE MARK IS SET FLUSH IN THE TOP OF THE CONCRETE
 AA1013'GUARDRAIL.  THE MARK BEARS 19.5 FEET SOUTH OF THE CENTERLINE OF THE
 AA1013'BRIDGE, AND 5.3 FEET WEST OF THE NORTHEAST END OF THE CONCRETE
 AA1013'GUARDRAIL.
 AA1013'THE MARK IS 3 FT ABOVE ROAD.
 AA1013
 AA1013                          STATION RECOVERY (1988)
 AA1013
 AA1013'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1013'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0190 ***********************************************************************
 AA0190  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0190  DESIGNATION -  872 4255 TIDAL 1
 AA0190  PID         -  AA0190
 AA0190  STATE/COUNTY-  FL/MONROE
 AA0190  COUNTRY     -  US
 AA0190  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0190
 AA0190                         *CURRENT SURVEY CONTROL
 AA0190  ______________________________________________________________________
 AA0190* NAD 83(1986) POSITION- 24 39 35.     (N) 081 25 22.     (W)   SCALED
 AA0190* NAVD 88 ORTHO HEIGHT -     0.569 (meters)        1.87  (feet) ADJUSTED
 AA0190  ______________________________________________________________________
 AA0190  GEOID HEIGHT    -        -21.825 (meters)                     GEOID18
 AA0190  DYNAMIC HEIGHT  -          0.568 (meters)        1.86  (feet) COMP
 AA0190  MODELED GRAVITY -    978,967.4   (mgal)                       NAVD 88
 AA0190
 AA0190  VERT ORDER      -  FIRST     CLASS II
 AA0190
 AA0190.The horizontal coordinates were scaled from a map and have
 AA0190.an estimated accuracy of +/- 6 seconds.
 AA0190
 AA0190.The orthometric height was determined by differential leveling and
 AA0190.adjusted by the NATIONAL GEODETIC SURVEY
 AA0190.in June 1991.
 AA0190
 AA0190.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0190.GEOID18 height accuracy estimate available here.
 AA0190
 AA0190.This Tidal Bench Mark is designated as VM 6860
 AA0190.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0190
 AA0190.Click photographs - Photos may exist for this station.
 AA0190
 AA0190.The dynamic height is computed by dividing the NAVD 88
 AA0190.geopotential number by the normal gravity value computed on the
 AA0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0190.degrees latitude (g = 980.6199 gals.).
 AA0190
 AA0190.The modeled gravity was interpolated from observed gravity values.
 AA0190
 AA0190;                    North         East    Units  Estimated Accuracy
 AA0190;SPC FL E     -    36,220.      157,210.      MT  (+/- 180 meters Scaled)
 AA0190
 AA0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH572273(NAD 83)
 AA0190
 AA0190                          SUPERSEDED SURVEY CONTROL
 AA0190
 AA0190  NGVD 29 (??/??/92)    0.987  (m)            3.24   (f) SUPERSEDED  1 2
 AA0190  NGVD 29 (09/01/92)    0.987  (m)            3.24   (f) ADJUSTED    1 2
 AA0190
 AA0190.Superseded values are not recommended for survey control.
 AA0190
 AA0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0190.See file dsdata.pdf to determine how the superseded data were derived.
 AA0190
 AA0190_MARKER: DB = BENCH MARK DISK
 AA0190_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0190_SP_SET: NILES CHANNEL VIADUCT
 AA0190_STAMPING: NO 1 1937
 AA0190_MARK LOGO: CGS
 AA0190_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0190
 AA0190  HISTORY     - Date     Condition        Report By
 AA0190  HISTORY     - 1937     MONUMENTED       CGS
 AA0190  HISTORY     - 1966     GOOD             CGS
 AA0190  HISTORY     - 1978     GOOD             NGS
 AA0190  HISTORY     - 1982     GOOD             FLDNR
 AA0190
 AA0190                          STATION DESCRIPTION
 AA0190
 AA0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0190'23.4 MI SW FROM MARATHON.
 AA0190'ABOUT 23.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0190'OFFICE AT MARATHON, ON RAMROD KEY, SET ON THE TOP OF THE SOUTH
 AA0190'CONCRETE WING WALL AND AT THE EAST END OF NILES CHANNEL VIADUCT
 AA0190'(BRIDGE NO. 11 A), 68 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 AA0190'51.2 FEET SOUTHEAST OF TIDAL BENCH MARK NO. 2, AND ABOUT 10 FEET
 AA0190'BELOW THE LEVEL OF THE HIGHWAY.
 AA0190
 AA0190                          STATION RECOVERY (1978)
 AA0190
 AA0190'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0190'RECOVERED IN GOOD CONDITION.
 AA0190
 AA0190                          STATION RECOVERY (1982)
 AA0190
 AA0190'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0190'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0191 ***********************************************************************
 AA0191  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0191  DESIGNATION -  872 4255 TIDAL 2
 AA0191  PID         -  AA0191
 AA0191  STATE/COUNTY-  FL/MONROE
 AA0191  COUNTRY     -  US
 AA0191  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0191
 AA0191                         *CURRENT SURVEY CONTROL
 AA0191  ______________________________________________________________________
 AA0191* NAD 83(1986) POSITION- 24 39 36.06   (N) 081 25 22.56   (W)   HD_HELD1
 AA0191* NAVD 88 ORTHO HEIGHT -     3.061 (meters)       10.04  (feet) ADJUSTED
 AA0191  ______________________________________________________________________
 AA0191  GEOID HEIGHT    -        -21.824 (meters)                     GEOID18
 AA0191  DYNAMIC HEIGHT  -          3.056 (meters)       10.03  (feet) COMP
 AA0191  MODELED GRAVITY -    978,967.4   (mgal)                       NAVD 88
 AA0191
 AA0191  VERT ORDER      -  FIRST     CLASS II
 AA0191
 AA0191.The horizontal coordinates were determined by differentially corrected
 AA0191.hand held GPS observations or other comparable positioning techniques
 AA0191.and have an estimated accuracy of +/- 3 meters.
 AA0191
 AA0191.The orthometric height was determined by differential leveling and
 AA0191.adjusted by the NATIONAL GEODETIC SURVEY
 AA0191.in June 1991.
 AA0191
 AA0191.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0191.GEOID18 height accuracy estimate available here.
 AA0191
 AA0191.This Tidal Bench Mark is designated as VM 6861
 AA0191.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0191
 AA0191.Click photographs - Photos may exist for this station.
 AA0191
 AA0191.The dynamic height is computed by dividing the NAVD 88
 AA0191.geopotential number by the normal gravity value computed on the
 AA0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0191.degrees latitude (g = 980.6199 gals.).
 AA0191
 AA0191.The modeled gravity was interpolated from observed gravity values.
 AA0191
 AA0191;                    North         East    Units  Estimated Accuracy
 AA0191;SPC FL E     -    36,249.0     157,190.4     MT  (+/- 3 meters HH1 GPS) 
 AA0191
 AA0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH5720427368(NAD 83)
 AA0191
 AA0191                          SUPERSEDED SURVEY CONTROL
 AA0191
 AA0191  NGVD 29 (??/??/92)    3.479  (m)           11.41   (f) SUPERSEDED  1 2
 AA0191  NGVD 29 (09/01/92)    3.479  (m)           11.41   (f) ADJUSTED    1 2
 AA0191
 AA0191.Superseded values are not recommended for survey control.
 AA0191
 AA0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0191.See file dsdata.pdf to determine how the superseded data were derived.
 AA0191
 AA0191_MARKER: DB = BENCH MARK DISK
 AA0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0191_SP_SET: NILES CHANNEL VIADUCT
 AA0191_STAMPING: NO 2 1937
 AA0191_MARK LOGO: CGS
 AA0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0191+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2019
 AA0191
 AA0191  HISTORY     - Date     Condition        Report By
 AA0191  HISTORY     - 1937     MONUMENTED       CGS
 AA0191  HISTORY     - 1966     GOOD             CGS
 AA0191  HISTORY     - 1978     GOOD             NGS
 AA0191  HISTORY     - 1982     GOOD             FLDNR
 AA0191  HISTORY     - 20190522 GOOD             USGS
 AA0191
 AA0191                          STATION DESCRIPTION
 AA0191
 AA0191'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0191'23.4 MI SW FROM MARATHON.
 AA0191'ABOUT 23.35 MILES SOUTHWEST ALONG U.S. HIGHWAY 1 FROM THE POST
 AA0191'OFFICE AT MARATHON, ON RAMROD KEY, SET ON THE TOP OF THE SOUTH
 AA0191'CONCRETE WING WALL AND AT THE EAST END OF NILES CHANNEL VIADUCT
 AA0191'(BRIDGE NO. 11A), 22.5 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 AA0191'AND ABOUT 3 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0191
 AA0191                          STATION RECOVERY (1978)
 AA0191
 AA0191'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0191'RECOVERED IN GOOD CONDITION.
 AA0191
 AA0191                          STATION RECOVERY (1982)
 AA0191
 AA0191'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0191'RECOVERED IN GOOD CONDITION.
 AA0191
 AA0191                          STATION RECOVERY (2019)
 AA0191
 AA0191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2019 (CJW)
 AA0191'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0716 ***********************************************************************
 AA0716  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0716  DESIGNATION -  872 4264 F TIDAL
 AA0716  PID         -  AA0716
 AA0716  STATE/COUNTY-  FL/MONROE
 AA0716  COUNTRY     -  US
 AA0716  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0716
 AA0716                         *CURRENT SURVEY CONTROL
 AA0716  ______________________________________________________________________
 AA0716* NAD 83(1986) POSITION- 24 42 22.     (N) 081 25 42.     (W)   SCALED
 AA0716* NAVD 88 ORTHO HEIGHT -     0.201 (meters)        0.66  (feet) ADJUSTED
 AA0716  ______________________________________________________________________
 AA0716  GEOID HEIGHT    -        -21.753 (meters)                     GEOID18
 AA0716  DYNAMIC HEIGHT  -          0.200 (meters)        0.66  (feet) COMP
 AA0716  MODELED GRAVITY -    978,971.6   (mgal)                       NAVD 88
 AA0716
 AA0716  VERT ORDER      -  SECOND    CLASS I
 AA0716
 AA0716.The horizontal coordinates were scaled from a map and have
 AA0716.an estimated accuracy of +/- 6 seconds.
 AA0716
 AA0716.The orthometric height was determined by differential leveling and
 AA0716.adjusted by the NATIONAL GEODETIC SURVEY
 AA0716.in June 1991.
 AA0716
 AA0716.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0716.GEOID18 height accuracy estimate available here.
 AA0716
 AA0716.This Tidal Bench Mark is designated as VM 6875
 AA0716.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0716
 AA0716.Click photographs - Photos may exist for this station.
 AA0716
 AA0716.The dynamic height is computed by dividing the NAVD 88
 AA0716.geopotential number by the normal gravity value computed on the
 AA0716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0716.degrees latitude (g = 980.6199 gals.).
 AA0716
 AA0716.The modeled gravity was interpolated from observed gravity values.
 AA0716
 AA0716;                    North         East    Units  Estimated Accuracy
 AA0716;SPC FL E     -    41,360.      156,660.      MT  (+/- 180 meters Scaled)
 AA0716
 AA0716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH566324(NAD 83)
 AA0716
 AA0716                          SUPERSEDED SURVEY CONTROL
 AA0716
 AA0716.No superseded survey control is available for this station.
 AA0716
 AA0716_MARKER: DJ = TIDAL STATION DISK
 AA0716_SETTING: 66 = SET IN ROCK OUTCROP
 AA0716_STAMPING: 4264 F 1982
 AA0716_MARK LOGO: NOS
 AA0716_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0716+STABILITY: POSITION/ELEVATION WELL
 AA0716
 AA0716  HISTORY     - Date     Condition        Report By
 AA0716  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0716  HISTORY     - 19881231 GOOD             FLDNR
 AA0716
 AA0716                          STATION DESCRIPTION
 AA0716
 AA0716'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0716'7.6 MI NE FROM SUMMERLAND KEY.
 AA0716'THE MARK IS 3 FT BELOW ROAD.
 AA0716'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 3.15 MILES EAST ON U.S.
 AA0716'HIGHWAY 1 TO A PAVED ROAD LEADING NORTH ON MIDDLE TORCH KEY, GO 2.4
 AA0716'MILES NORTH AND WEST ON THE PAVED ROAD TO THE JUNCTION OF A PAVED
 AA0716'ROAD LEADING WEST AND NORTH TO BIG TORCH KEY, GO 2.3 MILES WEST AND
 AA0716'NORTH ON THIS ROAD TO THE PROPERTY OF STANLEY HOKE AND THE MARK.  THE
 AA0716'MARK IS 0.1 MILE EAST OF THE ENTRANCE TO THE HOKE PROPERTY, 35.5 FEET
 AA0716'NORTH OF THE CENTERLINE OF THE PAVED ROAD, 75.3 FEET NORTHEAST OF
 AA0716'POWER POLE MTK5-95-54, AND 164.5 FEET WEST-NORTHWEST OF POWER POLE
 AA0716'MTK5-95-53.
 AA0716
 AA0716                          STATION RECOVERY (1988)
 AA0716
 AA0716'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0716'TO REACH THE MARK FROM THE POST OFFICE IN SUMMERLAND KEY, GO EAST ON
 AA0716'U.S. HIGHWAY 1 FOR 5.07 KM (3.15 MI) TO A PAVED ROAD LEADING NORTH
 AA0716'ON MIDDLE TORCH KEY, TURNAND GO NORTH AND WEST ON THE PAVED ROAD FOR
 AA0716'3.70 KM (2.30 MI) TO THE JUNCTION OF A PAVED ROAD LEADING WEST AND
 AA0716'NORTH TO BIG TORCH KEY.  TURN (RIGHT) AND GO WEST AND NORTH ON THIS
 AA0716'ROAD FOR 3.30 KM (2.05 MI) TO THE MARK.  THE MARK IS LOCATED 0.16 KM
 AA0716'(0.10 MI) EAST OF A FENCED IN AREA FOR A HOUSE, AND ABOUT 0.16 KM
 AA0716'(0.10 MI) EAST OF A CURVE IN THE ROAD TO THE NORTH.  LOCATED 50.14 M
 AA0716'(164.50 FT) WEST-NORTHWEST OF POWER POLE NUMBER MT K5-95-53, 22.95 M
 AA0716'(75.30 FT) NORTHEAST OF POWER POLE NUMBER MT K5-95-54, 10.82 M (35.50
 AA0716'FT) NORTH OF THE CENTERLINE OF THE ROAD, AND ABOUT 57.91 M (189.99
 AA0716'FT) WEST OF TIDAL BENCH MARK 4264 G 1988.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0720 ***********************************************************************
 AA0720  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0720  DESIGNATION -  872 4264 TIDAL 1
 AA0720  PID         -  AA0720
 AA0720  STATE/COUNTY-  FL/MONROE
 AA0720  COUNTRY     -  US
 AA0720  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0720
 AA0720                         *CURRENT SURVEY CONTROL
 AA0720  ______________________________________________________________________
 AA0720* NAD 83(1986) POSITION- 24 42 21.     (N) 081 26 02.     (W)   SCALED
 AA0720* NAVD 88 ORTHO HEIGHT -     0.628 (meters)        2.06  (feet) ADJUSTED
 AA0720  ______________________________________________________________________
 AA0720  GEOID HEIGHT    -        -21.746 (meters)                     GEOID18
 AA0720  DYNAMIC HEIGHT  -          0.627 (meters)        2.06  (feet) COMP
 AA0720  MODELED GRAVITY -    978,971.7   (mgal)                       NAVD 88
 AA0720
 AA0720  VERT ORDER      -  SECOND    CLASS I
 AA0720
 AA0720.The horizontal coordinates were scaled from a map and have
 AA0720.an estimated accuracy of +/- 6 seconds.
 AA0720
 AA0720.The orthometric height was determined by differential leveling and
 AA0720.adjusted by the NATIONAL GEODETIC SURVEY
 AA0720.in June 1991.
 AA0720
 AA0720.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0720.GEOID18 height accuracy estimate available here.
 AA0720
 AA0720.This Tidal Bench Mark is designated as VM 6870
 AA0720.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0720
 AA0720.Click photographs - Photos may exist for this station.
 AA0720
 AA0720.The dynamic height is computed by dividing the NAVD 88
 AA0720.geopotential number by the normal gravity value computed on the
 AA0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0720.degrees latitude (g = 980.6199 gals.).
 AA0720
 AA0720.The modeled gravity was interpolated from observed gravity values.
 AA0720
 AA0720;                    North         East    Units  Estimated Accuracy
 AA0720;SPC FL E     -    41,330.      156,100.      MT  (+/- 180 meters Scaled)
 AA0720
 AA0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH561324(NAD 83)
 AA0720
 AA0720                          SUPERSEDED SURVEY CONTROL
 AA0720
 AA0720.No superseded survey control is available for this station.
 AA0720
 AA0720_MARKER: DJ = TIDAL STATION DISK
 AA0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0720_STAMPING: NO 1 1973
 AA0720_MARK LOGO: NOS
 AA0720_PROJECTION: FLUSH
 AA0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0720+STABILITY: SURFACE MOTION
 AA0720
 AA0720  HISTORY     - Date     Condition        Report By
 AA0720  HISTORY     - 1973     MONUMENTED       NOS
 AA0720  HISTORY     - 1982     GOOD             FLDNR
 AA0720
 AA0720                          STATION DESCRIPTION
 AA0720
 AA0720'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0720'7.6 MI NE FROM SUMMERLAND KEY.
 AA0720'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 3.15 MILES EAST ON U.S.
 AA0720'HIGHWAY 1 TO A PAVED ROAD LEADING NORTH ON MIDDLE TORCH KEY, GO 2.4
 AA0720'MILES NORTH AND WEST ON THE PAVED ROAD TO THE JUNCTION OF A PAVED
 AA0720'ROAD LEADING WEST AND NORTH TO BIG TORCH KEY, GO 2.3 MILES WEST
 AA0720'AND NORTH TO THE PROPERTY OF STANLEY HOKE AND THE MARK.  THE MARK
 AA0720'IS LOCATED AT THE NORTHWEST CORNER OF THE FILLED LAND WEST OF THE
 AA0720'HOKE RESIDENCE, 7.7 FEET EAST OF THE WEST EDGE OF THE FILL, AND 7.0
 AA0720'FEET SOUTH OF THE NORTH EDGE OF THE FILL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0719 ***********************************************************************
 AA0719  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0719  DESIGNATION -  872 4264 TIDAL 2
 AA0719  PID         -  AA0719
 AA0719  STATE/COUNTY-  FL/MONROE
 AA0719  COUNTRY     -  US
 AA0719  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0719
 AA0719                         *CURRENT SURVEY CONTROL
 AA0719  ______________________________________________________________________
 AA0719* NAD 83(1986) POSITION- 24 42 21.     (N) 081 26 00.     (W)   SCALED
 AA0719* NAVD 88 ORTHO HEIGHT -     0.522 (meters)        1.71  (feet) ADJUSTED
 AA0719  ______________________________________________________________________
 AA0719  GEOID HEIGHT    -        -21.747 (meters)                     GEOID18
 AA0719  DYNAMIC HEIGHT  -          0.521 (meters)        1.71  (feet) COMP
 AA0719  MODELED GRAVITY -    978,971.6   (mgal)                       NAVD 88
 AA0719
 AA0719  VERT ORDER      -  SECOND    CLASS I
 AA0719
 AA0719.The horizontal coordinates were scaled from a map and have
 AA0719.an estimated accuracy of +/- 6 seconds.
 AA0719
 AA0719.The orthometric height was determined by differential leveling and
 AA0719.adjusted by the NATIONAL GEODETIC SURVEY
 AA0719.in June 1991.
 AA0719
 AA0719.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0719.GEOID18 height accuracy estimate available here.
 AA0719
 AA0719.This Tidal Bench Mark is designated as VM 6871
 AA0719.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0719
 AA0719.Click photographs - Photos may exist for this station.
 AA0719
 AA0719.The dynamic height is computed by dividing the NAVD 88
 AA0719.geopotential number by the normal gravity value computed on the
 AA0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0719.degrees latitude (g = 980.6199 gals.).
 AA0719
 AA0719.The modeled gravity was interpolated from observed gravity values.
 AA0719
 AA0719;                    North         East    Units  Estimated Accuracy
 AA0719;SPC FL E     -    41,330.      156,150.      MT  (+/- 180 meters Scaled)
 AA0719
 AA0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH561324(NAD 83)
 AA0719
 AA0719                          SUPERSEDED SURVEY CONTROL
 AA0719
 AA0719.No superseded survey control is available for this station.
 AA0719
 AA0719_MARKER: DJ = TIDAL STATION DISK
 AA0719_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0719_STAMPING: NO 2 1973
 AA0719_MARK LOGO: NOS
 AA0719_PROJECTION: PROJECTING 8 CENTIMETERS
 AA0719_MAGNETIC: I = MARKER IS A STEEL ROD
 AA0719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0719
 AA0719  HISTORY     - Date     Condition        Report By
 AA0719  HISTORY     - 1973     MONUMENTED       NOS
 AA0719  HISTORY     - 1982     GOOD             FLDNR
 AA0719  HISTORY     - 19881231 GOOD             FLDNR
 AA0719
 AA0719                          STATION DESCRIPTION
 AA0719
 AA0719'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0719'7.6 MI NE FROM SUMMERLAND KEY.
 AA0719'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 3.15 MILES EAST ON U.S.
 AA0719'HIGHWAY 1 TO A PAVED ROAD LEADING NORTH ON MIDDLE TORCH KEY, GO 2.4
 AA0719'MILES NORTH AND WEST ON THE PAVED ROAD TO THE JUNCTION OF A PAVED
 AA0719'ROAD LEADING WEST AND NORTH TO BIG TORCH KEY, GO 2.3 MILES WEST AND
 AA0719'NORTH ON THIS ROAD TO THE PROPERTY OF STANLEY HOKE AND THE MARK.
 AA0719'THE MARK IS SET NEAR THE WEST EDGE OF THE FILLED LAND WEST OF THE
 AA0719'HOKE HOUSE, 11.6 FEET EAST OF THE WEST EDGE OF THE FILL AND 51.0
 AA0719'FEET SOUTH OF THE NORTH EDGE OF THE FILL.
 AA0719
 AA0719                          STATION RECOVERY (1988)
 AA0719
 AA0719'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0719'TO REACH THE MARK FROM THE POST OFFICE IN SUMMERLAND KEY, GO EAST ON
 AA0719'U.S. HIGHWAY 1 FOR 5.07 KM (3.15 MI) TO A PAVED ROAD LEADING NORTH
 AA0719'ON MIDDLE TORCH KEY, TURNAND GO NORTH AND WEST ON THE PAVED ROAD FOR
 AA0719'3.70 KM (2.30 MI) TO THE JUNCTION OF A PAVED ROAD LEADING WEST AND
 AA0719'NORTH TO BIG TORCH KEY, TURN (RIGHT) AND GO WEST AND NORTH ON THIS
 AA0719'ROAD FOR 3.46 KM (2.15 MI) TO A FENCED IN AREA FOR A HOUSE, CONTINUE
 AA0719'WEST THROUGH THE GATE FOR 0.24 KM (0.15 MI) TO THE MARK, NEAR THE
 AA0719'WEST END OF THE FILLED LAND, WEST OF THE HOUSE.  LOCATED 15.54 M
 AA0719'(50.98 FT) SOUTH OF THE NORTH EDGE OF THE FILL, 3.35 M (10.99 FT)
 AA0719'EAST OF THE WEST EDGE OF THE FILL AND 52.18 M (171.19 FT)
 AA0719'WEST-NORTHWEST OF TIDE BENCH MARK NO 4 1973.  NOTE--THE MARK IS SET
 AA0719'ATOP A COPPER-CLAD STEEL ROD WITH A 0.30 M (0.98 FT) SQUARE CONCRETE
 AA0719'POST POURED AROUND THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0718 ***********************************************************************
 AA0718  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0718  DESIGNATION -  872 4264 TIDAL 4
 AA0718  PID         -  AA0718
 AA0718  STATE/COUNTY-  FL/MONROE
 AA0718  COUNTRY     -  US
 AA0718  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0718
 AA0718                         *CURRENT SURVEY CONTROL
 AA0718  ______________________________________________________________________
 AA0718* NAD 83(1986) POSITION- 24 42 21.     (N) 081 25 57.     (W)   SCALED
 AA0718* NAVD 88 ORTHO HEIGHT -     0.498 (meters)        1.63  (feet) ADJUSTED
 AA0718  ______________________________________________________________________
 AA0718  GEOID HEIGHT    -        -21.748 (meters)                     GEOID18
 AA0718  DYNAMIC HEIGHT  -          0.498 (meters)        1.63  (feet) COMP
 AA0718  MODELED GRAVITY -    978,971.6   (mgal)                       NAVD 88
 AA0718
 AA0718  VERT ORDER      -  SECOND    CLASS I
 AA0718
 AA0718.The horizontal coordinates were scaled from a map and have
 AA0718.an estimated accuracy of +/- 6 seconds.
 AA0718
 AA0718.The orthometric height was determined by differential leveling and
 AA0718.adjusted by the NATIONAL GEODETIC SURVEY
 AA0718.in June 1991.
 AA0718
 AA0718.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0718.GEOID18 height accuracy estimate available here.
 AA0718
 AA0718.This Tidal Bench Mark is designated as VM 6873
 AA0718.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0718
 AA0718.Click photographs - Photos may exist for this station.
 AA0718
 AA0718.The dynamic height is computed by dividing the NAVD 88
 AA0718.geopotential number by the normal gravity value computed on the
 AA0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0718.degrees latitude (g = 980.6199 gals.).
 AA0718
 AA0718.The modeled gravity was interpolated from observed gravity values.
 AA0718
 AA0718;                    North         East    Units  Estimated Accuracy
 AA0718;SPC FL E     -    41,330.      156,240.      MT  (+/- 180 meters Scaled)
 AA0718
 AA0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH562324(NAD 83)
 AA0718
 AA0718                          SUPERSEDED SURVEY CONTROL
 AA0718
 AA0718.No superseded survey control is available for this station.
 AA0718
 AA0718_MARKER: DJ = TIDAL STATION DISK
 AA0718_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0718_STAMPING: NO 4 1973
 AA0718_MARK LOGO: NOS
 AA0718_PROJECTION: PROJECTING 8 CENTIMETERS
 AA0718_MAGNETIC: I = MARKER IS A STEEL ROD
 AA0718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0718
 AA0718  HISTORY     - Date     Condition        Report By
 AA0718  HISTORY     - 1973     MONUMENTED       NOS
 AA0718  HISTORY     - 1982     GOOD             FLDNR
 AA0718  HISTORY     - 19881231 GOOD             FLDNR
 AA0718
 AA0718                          STATION DESCRIPTION
 AA0718
 AA0718'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0718'7.6 MI NE FROM SUMMERLAND KEY.
 AA0718'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 3.15 MILES EAST ON U.S.
 AA0718'HIGHWAY 1 TO A PAVED ROAD LEADING NORTH ON MIDDLE TORCH KEY, GO 2.4
 AA0718'MILES NORTH AND WEST ON THE PAVED ROAD TO THE JUNCTION OF A PAVED
 AA0718'ROAD LEADING WEST AND NORTH TO BIG TORCH KEY, GO 2.3 MILES WEST
 AA0718'AND NORTH ON THIS ROAD TO THE PROPERTY OF STANLEY HOKE AND THE MARK.
 AA0718'THE MARK IS SET ON THE FILLED LAND SOUTHWEST OF THE HOKE HOUSE,
 AA0718'176.9 FEET EAST OF THE WEST EDGE OF THE FILL AND 6.6 FEET NORTH OF
 AA0718'THE NORTH EDGE OF THE CANAL.
 AA0718
 AA0718                          STATION RECOVERY (1988)
 AA0718
 AA0718'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0718'TO REACH THE MARK FROM THE POST OFFICE IN SUMMERLAND KEY, GO EAST ON
 AA0718'U.S. HIGHWAY 1 FOR 5.07 KM (3.15 MI) TO A PAVED ROAD LEADING NORTH
 AA0718'ON MIDDLE TORCH KEY, TURNAND GO NORTH AND WEST ON THE PAVED ROAD FOR
 AA0718'3.70 KM (2.30 MI) TO THE JUNCTION OF A PAVED ROAD LEADING WEST AND
 AA0718'NORTH TO BIG TORCH KEY, TURNAND GO WEST AND NORTH ON THIS ROAD FOR
 AA0718'3.46 KM (2.15 MI) TO A FENCED IN AREA TO A HOUSE, CONTINUE WEST
 AA0718'THROUGH THE GATE FOR 0.24 KM (0.15 MI) TO THE MARK, ON THE SOUTH SIDE
 AA0718'OF THE FILL AREA AND SOUTHWEST OF THE HOUSE.  LOCATED 53.64 M (175.98
 AA0718'FT) EAST OF THE WEST EDGE OF THE FILL AREA, 2.01 M (6.59 FT) NORTH OF
 AA0718'THE SOUTH EDGE OF THE FILL AREA AT THE CANAL AND 52.18 M (171.19 FT)
 AA0718'EAST-SOUTHEAST OF TIDAL BENCH MARK NO 2 1973.  NOTE--THE MARK IS SET
 AA0718'ATOP A COPPER-CLAD STEEL ROD WITH A 0.30 M (0.98 FT) SQUARE CONCRETE
 AA0718'POST POURED AROUND THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0717 ***********************************************************************
 AA0717  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0717  DESIGNATION -  872 4264 TIDAL 5
 AA0717  PID         -  AA0717
 AA0717  STATE/COUNTY-  FL/MONROE
 AA0717  COUNTRY     -  US
 AA0717  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0717
 AA0717                         *CURRENT SURVEY CONTROL
 AA0717  ______________________________________________________________________
 AA0717* NAD 83(1986) POSITION- 24 42 21.     (N) 081 25 53.     (W)   SCALED
 AA0717* NAVD 88 ORTHO HEIGHT -     0.528 (meters)        1.73  (feet) ADJUSTED
 AA0717  ______________________________________________________________________
 AA0717  GEOID HEIGHT    -        -21.750 (meters)                     GEOID18
 AA0717  DYNAMIC HEIGHT  -          0.527 (meters)        1.73  (feet) COMP
 AA0717  MODELED GRAVITY -    978,971.6   (mgal)                       NAVD 88
 AA0717
 AA0717  VERT ORDER      -  SECOND    CLASS I
 AA0717
 AA0717.The horizontal coordinates were scaled from a map and have
 AA0717.an estimated accuracy of +/- 6 seconds.
 AA0717
 AA0717.The orthometric height was determined by differential leveling and
 AA0717.adjusted by the NATIONAL GEODETIC SURVEY
 AA0717.in June 1991.
 AA0717
 AA0717.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0717.GEOID18 height accuracy estimate available here.
 AA0717
 AA0717.This Tidal Bench Mark is designated as VM 6874
 AA0717.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0717
 AA0717.Click photographs - Photos may exist for this station.
 AA0717
 AA0717.The dynamic height is computed by dividing the NAVD 88
 AA0717.geopotential number by the normal gravity value computed on the
 AA0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0717.degrees latitude (g = 980.6199 gals.).
 AA0717
 AA0717.The modeled gravity was interpolated from observed gravity values.
 AA0717
 AA0717;                    North         East    Units  Estimated Accuracy
 AA0717;SPC FL E     -    41,330.      156,350.      MT  (+/- 180 meters Scaled)
 AA0717
 AA0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH563324(NAD 83)
 AA0717
 AA0717                          SUPERSEDED SURVEY CONTROL
 AA0717
 AA0717.No superseded survey control is available for this station.
 AA0717
 AA0717_MARKER: DJ = TIDAL STATION DISK
 AA0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0717_STAMPING: NO 5 1973
 AA0717_MARK LOGO: NOS
 AA0717_PROJECTION: FLUSH
 AA0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0717+STABILITY: SURFACE MOTION
 AA0717
 AA0717  HISTORY     - Date     Condition        Report By
 AA0717  HISTORY     - 1973     MONUMENTED       NOS
 AA0717  HISTORY     - 1982     GOOD             FLDNR
 AA0717
 AA0717                          STATION DESCRIPTION
 AA0717
 AA0717'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0717'7.6 MI NE FROM SUMMERLAND KEY.
 AA0717'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 3.15 MILES EAST ON U.S.
 AA0717'HIGHWAY 1 TO A PAVED ROAD LEADING NORTH ON MIDDLE TORCH KEY, GO 2.4
 AA0717'MILES NORTH AND WEST ON THE PAVED ROAD TO THE JUNCTION OF A PAVED
 AA0717'ROAD LEADING WEST AND NORTH TO BIG TORCH KEY, GO 2.3 MILES WEST AND
 AA0717'NORTH ON THIS ROAD TO THE PROPERTY OF STANLEY HOKE AND THE MARK.
 AA0717'THE MARK IS SET ON FILLED LAND SOUTHWEST OF THE HOKE HOUSE, 296 FEET
 AA0717'EAST OF THE WEST EDGE OF THE FILL, 6.0 FEET NORTH OF THE CANAL, AND
 AA0717'30.5 FEET SOUTH OF THE HOKES DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0966 ***********************************************************************
 AA0966  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0966  DESIGNATION -  872 4266 TIDAL 1
 AA0966  PID         -  AA0966
 AA0966  STATE/COUNTY-  FL/MONROE
 AA0966  COUNTRY     -  US
 AA0966  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0966
 AA0966                         *CURRENT SURVEY CONTROL
 AA0966  ______________________________________________________________________
 AA0966* NAD 83(1986) POSITION- 24 39 08.     (N) 081 26 05.     (W)   SCALED
 AA0966* NAVD 88 ORTHO HEIGHT -     0.224 (meters)        0.73  (feet) ADJUSTED
 AA0966  ______________________________________________________________________
 AA0966  GEOID HEIGHT    -        -21.823 (meters)                     GEOID18
 AA0966  DYNAMIC HEIGHT  -          0.224 (meters)        0.73  (feet) COMP
 AA0966  MODELED GRAVITY -    978,966.8   (mgal)                       NAVD 88
 AA0966
 AA0966  VERT ORDER      -  SECOND    CLASS I
 AA0966
 AA0966.The horizontal coordinates were scaled from a map and have
 AA0966.an estimated accuracy of +/- 6 seconds.
 AA0966
 AA0966.The orthometric height was determined by differential leveling and
 AA0966.adjusted by the NATIONAL GEODETIC SURVEY
 AA0966.in June 1991.
 AA0966
 AA0966.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0966.GEOID18 height accuracy estimate available here.
 AA0966
 AA0966.This Tidal Bench Mark is designated as VM 6876
 AA0966.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0966
 AA0966.Click photographs - Photos may exist for this station.
 AA0966
 AA0966.The dynamic height is computed by dividing the NAVD 88
 AA0966.geopotential number by the normal gravity value computed on the
 AA0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0966.degrees latitude (g = 980.6199 gals.).
 AA0966
 AA0966.The modeled gravity was interpolated from observed gravity values.
 AA0966
 AA0966;                    North         East    Units  Estimated Accuracy
 AA0966;SPC FL E     -    35,390.      155,990.      MT  (+/- 180 meters Scaled)
 AA0966
 AA0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH560265(NAD 83)
 AA0966
 AA0966                          SUPERSEDED SURVEY CONTROL
 AA0966
 AA0966.No superseded survey control is available for this station.
 AA0966
 AA0966_MARKER: DJ = TIDAL STATION DISK
 AA0966_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0966_SP_SET: WALK
 AA0966_STAMPING: NO 1 1974
 AA0966_MARK LOGO: NOS
 AA0966_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0966
 AA0966  HISTORY     - Date     Condition        Report By
 AA0966  HISTORY     - 1974     MONUMENTED       NOS
 AA0966  HISTORY     - 1982     GOOD             FLDNR
 AA0966
 AA0966                          STATION DESCRIPTION
 AA0966
 AA0966'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0966'1.3 MI SE FROM SUMMERLAND KEY.
 AA0966'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.5 MILE
 AA0966'EAST ON U.S. HIGHWAY 1 TO EAST SHORE DRIVE, GO 0.8 MILE
 AA0966'SOUTHERLY ON EAST SHORE DRIVE TO THE MARTINEZ RESIDENCE
 AA0966'AND THE MARK.  THE MARK IS AT THE EAST EDGE OF THE PROPERTY
 AA0966'NEAR THE DOCK, 38 FEET SOUTH OF A UTILITY POLE, AND 139
 AA0966'FEET SOUTHEAST OF TIDAL BENCH MARK NO 2 1974.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0967 ***********************************************************************
 AA0967  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0967  DESIGNATION -  872 4266 TIDAL 2
 AA0967  PID         -  AA0967
 AA0967  STATE/COUNTY-  FL/MONROE
 AA0967  COUNTRY     -  US
 AA0967  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0967
 AA0967                         *CURRENT SURVEY CONTROL
 AA0967  ______________________________________________________________________
 AA0967* NAD 83(1986) POSITION- 24 39 08.     (N) 081 26 05.     (W)   SCALED
 AA0967* NAVD 88 ORTHO HEIGHT -     0.024 (meters)        0.08  (feet) ADJUSTED
 AA0967  ______________________________________________________________________
 AA0967  GEOID HEIGHT    -        -21.823 (meters)                     GEOID18
 AA0967  DYNAMIC HEIGHT  -          0.024 (meters)        0.08  (feet) COMP
 AA0967  MODELED GRAVITY -    978,966.8   (mgal)                       NAVD 88
 AA0967
 AA0967  VERT ORDER      -  SECOND    CLASS I
 AA0967
 AA0967.The horizontal coordinates were scaled from a map and have
 AA0967.an estimated accuracy of +/- 6 seconds.
 AA0967
 AA0967.The orthometric height was determined by differential leveling and
 AA0967.adjusted by the NATIONAL GEODETIC SURVEY
 AA0967.in June 1991.
 AA0967
 AA0967.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0967.GEOID18 height accuracy estimate available here.
 AA0967
 AA0967.This Tidal Bench Mark is designated as VM 6877
 AA0967.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0967
 AA0967.Click photographs - Photos may exist for this station.
 AA0967
 AA0967.The dynamic height is computed by dividing the NAVD 88
 AA0967.geopotential number by the normal gravity value computed on the
 AA0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0967.degrees latitude (g = 980.6199 gals.).
 AA0967
 AA0967.The modeled gravity was interpolated from observed gravity values.
 AA0967
 AA0967;                    North         East    Units  Estimated Accuracy
 AA0967;SPC FL E     -    35,390.      155,990.      MT  (+/- 180 meters Scaled)
 AA0967
 AA0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH560265(NAD 83)
 AA0967
 AA0967                          SUPERSEDED SURVEY CONTROL
 AA0967
 AA0967.No superseded survey control is available for this station.
 AA0967
 AA0967_MARKER: DJ = TIDAL STATION DISK
 AA0967_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0967_SP_SET: SEAWALL
 AA0967_STAMPING: NO 2 1974
 AA0967_MARK LOGO: NOS
 AA0967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0967+STABILITY: SURFACE MOTION
 AA0967
 AA0967  HISTORY     - Date     Condition        Report By
 AA0967  HISTORY     - 1974     MONUMENTED       NOS
 AA0967  HISTORY     - 1982     GOOD             FLDNR
 AA0967
 AA0967                          STATION DESCRIPTION
 AA0967
 AA0967'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0967'1.3 MI SE FROM SUMMERLAND KEY.
 AA0967'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.5 MILE
 AA0967'EAST ON U.S. HIGHWAY 1 TO EAST SHORE DRIVE, GO 0.8 MILE
 AA0967'SOUTHERLY ON EAST SHORE DRIVE TO THE MARTINEZ RESIDENCE
 AA0967'AND THE MARK.  THE MARK IS SET IN THE SOUTH SEAWALL OF
 AA0967'THE BOAT SLIP AT THE NORTH SIDE OF THE PROPERTY, 2 FEET
 AA0967'SOUTH OF THE EDGE OF A CANAL, 1 FOOT WEST OF THE EAST
 AA0967'END OF THE BOAT SLIP, AND 139 FEET NORTHWEST OF TIDAL
 AA0967'BENCH MARK NO 1 1974.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0968 ***********************************************************************
 AA0968  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0968  DESIGNATION -  872 4266 TIDAL 3
 AA0968  PID         -  AA0968
 AA0968  STATE/COUNTY-  FL/MONROE
 AA0968  COUNTRY     -  US
 AA0968  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0968
 AA0968                         *CURRENT SURVEY CONTROL
 AA0968  ______________________________________________________________________
 AA0968* NAD 83(1986) POSITION- 24 39 08.     (N) 081 26 05.     (W)   SCALED
 AA0968* NAVD 88 ORTHO HEIGHT -     0.935 (meters)        3.07  (feet) ADJUSTED
 AA0968  ______________________________________________________________________
 AA0968  GEOID HEIGHT    -        -21.823 (meters)                     GEOID18
 AA0968  DYNAMIC HEIGHT  -          0.933 (meters)        3.06  (feet) COMP
 AA0968  MODELED GRAVITY -    978,966.8   (mgal)                       NAVD 88
 AA0968
 AA0968  VERT ORDER      -  SECOND    CLASS I
 AA0968
 AA0968.The horizontal coordinates were scaled from a map and have
 AA0968.an estimated accuracy of +/- 6 seconds.
 AA0968
 AA0968.The orthometric height was determined by differential leveling and
 AA0968.adjusted by the NATIONAL GEODETIC SURVEY
 AA0968.in June 1991.
 AA0968
 AA0968.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0968.GEOID18 height accuracy estimate available here.
 AA0968
 AA0968.This Tidal Bench Mark is designated as VM 6878
 AA0968.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0968
 AA0968.Click photographs - Photos may exist for this station.
 AA0968
 AA0968.The dynamic height is computed by dividing the NAVD 88
 AA0968.geopotential number by the normal gravity value computed on the
 AA0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0968.degrees latitude (g = 980.6199 gals.).
 AA0968
 AA0968.The modeled gravity was interpolated from observed gravity values.
 AA0968
 AA0968;                    North         East    Units  Estimated Accuracy
 AA0968;SPC FL E     -    35,390.      155,990.      MT  (+/- 180 meters Scaled)
 AA0968
 AA0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH560265(NAD 83)
 AA0968
 AA0968                          SUPERSEDED SURVEY CONTROL
 AA0968
 AA0968.No superseded survey control is available for this station.
 AA0968
 AA0968_MARKER: DJ = TIDAL STATION DISK
 AA0968_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0968_SP_SET: PATIO
 AA0968_STAMPING: NO 3 1974
 AA0968_MARK LOGO: NOS
 AA0968_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0968
 AA0968  HISTORY     - Date     Condition        Report By
 AA0968  HISTORY     - 1974     MONUMENTED       NOS
 AA0968  HISTORY     - 1982     GOOD             FLDNR
 AA0968
 AA0968                          STATION DESCRIPTION
 AA0968
 AA0968'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0968'1.3 MI SE FROM SUMMERLAND KEY.
 AA0968'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.5 MILE
 AA0968'EAST ON U.S. HIGHWAY 1 TO EAST SHORE DRIVE, GO 0.8 MILE
 AA0968'SOUTHERLY ON EAST SHORE DRIVE TO THE MARTINEZ RESIDENCE
 AA0968'AND THE MARK.  THE MARK IS SET IN THE PATIO BESIDE THE
 AA0968'STEPS AT THE NORTHEAST CORNER OF THE HOUSE, 0.5 FOOT EAST
 AA0968'OF THE EAST EDGE OF THE STEPS, AND 145 FEET WEST OF TIDAL
 AA0968'BENCH MARK NO 2 1974.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0970 ***********************************************************************
 AA0970  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0970  DESIGNATION -  872 4266 TIDAL 4
 AA0970  PID         -  AA0970
 AA0970  STATE/COUNTY-  FL/MONROE
 AA0970  COUNTRY     -  US
 AA0970  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0970
 AA0970                         *CURRENT SURVEY CONTROL
 AA0970  ______________________________________________________________________
 AA0970* NAD 83(1986) POSITION- 24 39 08.     (N) 081 26 05.     (W)   SCALED
 AA0970* NAVD 88 ORTHO HEIGHT -     0.644 (meters)        2.11  (feet) ADJUSTED
 AA0970  ______________________________________________________________________
 AA0970  GEOID HEIGHT    -        -21.823 (meters)                     GEOID18
 AA0970  DYNAMIC HEIGHT  -          0.643 (meters)        2.11  (feet) COMP
 AA0970  MODELED GRAVITY -    978,966.8   (mgal)                       NAVD 88
 AA0970
 AA0970  VERT ORDER      -  SECOND    CLASS I
 AA0970
 AA0970.The horizontal coordinates were scaled from a map and have
 AA0970.an estimated accuracy of +/- 6 seconds.
 AA0970
 AA0970.The orthometric height was determined by differential leveling and
 AA0970.adjusted by the NATIONAL GEODETIC SURVEY
 AA0970.in June 1991.
 AA0970
 AA0970.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0970.GEOID18 height accuracy estimate available here.
 AA0970
 AA0970.This Tidal Bench Mark is designated as VM 6879
 AA0970.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0970
 AA0970.Click photographs - Photos may exist for this station.
 AA0970
 AA0970.The dynamic height is computed by dividing the NAVD 88
 AA0970.geopotential number by the normal gravity value computed on the
 AA0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0970.degrees latitude (g = 980.6199 gals.).
 AA0970
 AA0970.The modeled gravity was interpolated from observed gravity values.
 AA0970
 AA0970;                    North         East    Units  Estimated Accuracy
 AA0970;SPC FL E     -    35,390.      155,990.      MT  (+/- 180 meters Scaled)
 AA0970
 AA0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH560265(NAD 83)
 AA0970
 AA0970                          SUPERSEDED SURVEY CONTROL
 AA0970
 AA0970.No superseded survey control is available for this station.
 AA0970
 AA0970_MARKER: DJ = TIDAL STATION DISK
 AA0970_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0970_SP_SET: SEAWALL
 AA0970_STAMPING: NO 4 1974
 AA0970_MARK LOGO: NOS
 AA0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0970+STABILITY: SURFACE MOTION
 AA0970
 AA0970  HISTORY     - Date     Condition        Report By
 AA0970  HISTORY     - 1974     MONUMENTED       NOS
 AA0970  HISTORY     - 1982     GOOD             FLDNR
 AA0970
 AA0970                          STATION DESCRIPTION
 AA0970
 AA0970'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0970'1.3 MI SE FROM SUMMERLAND KEY.
 AA0970'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.5 MILE
 AA0970'EAST ON U.S. HIGHWAY 1 TO EAST SHORE DRIVE, GO 0.8 MILE
 AA0970'SOUTHERLY ON EAST SHORE DRIVE TO THE HOUSER RESIDENCE
 AA0970'AND THE MARK.  THE MARK IS SET ON THE EAST SIDE OF THE
 AA0970'HOUSER RESIDENCE IN THE SEAWALL-PATIO, 2 FEET NORTH OF
 AA0970'THE SOUTH EDGE OF THE PATIO, 1 FOOT WEST OF THE EAST EDGE
 AA0970'OF THE SEAWALL, AND 29 FEET NORTH OF TIDAL BENCH MARK NO
 AA0970'2 1974.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0969 ***********************************************************************
 AA0969  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0969  DESIGNATION -  872 4266 TIDAL 5
 AA0969  PID         -  AA0969
 AA0969  STATE/COUNTY-  FL/MONROE
 AA0969  COUNTRY     -  US
 AA0969  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0969
 AA0969                         *CURRENT SURVEY CONTROL
 AA0969  ______________________________________________________________________
 AA0969* NAD 83(1986) POSITION- 24 39 08.     (N) 081 26 05.     (W)   SCALED
 AA0969* NAVD 88 ORTHO HEIGHT -     0.307 (meters)        1.01  (feet) ADJUSTED
 AA0969  ______________________________________________________________________
 AA0969  GEOID HEIGHT    -        -21.823 (meters)                     GEOID18
 AA0969  DYNAMIC HEIGHT  -          0.306 (meters)        1.00  (feet) COMP
 AA0969  MODELED GRAVITY -    978,966.8   (mgal)                       NAVD 88
 AA0969
 AA0969  VERT ORDER      -  SECOND    CLASS I
 AA0969
 AA0969.The horizontal coordinates were scaled from a map and have
 AA0969.an estimated accuracy of +/- 6 seconds.
 AA0969
 AA0969.The orthometric height was determined by differential leveling and
 AA0969.adjusted by the NATIONAL GEODETIC SURVEY
 AA0969.in June 1991.
 AA0969
 AA0969.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0969.GEOID18 height accuracy estimate available here.
 AA0969
 AA0969.This Tidal Bench Mark is designated as VM 6880
 AA0969.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0969
 AA0969.Click photographs - Photos may exist for this station.
 AA0969
 AA0969.The dynamic height is computed by dividing the NAVD 88
 AA0969.geopotential number by the normal gravity value computed on the
 AA0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0969.degrees latitude (g = 980.6199 gals.).
 AA0969
 AA0969.The modeled gravity was interpolated from observed gravity values.
 AA0969
 AA0969;                    North         East    Units  Estimated Accuracy
 AA0969;SPC FL E     -    35,390.      155,990.      MT  (+/- 180 meters Scaled)
 AA0969
 AA0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH560265(NAD 83)
 AA0969
 AA0969                          SUPERSEDED SURVEY CONTROL
 AA0969
 AA0969.No superseded survey control is available for this station.
 AA0969
 AA0969_MARKER: DJ = TIDAL STATION DISK
 AA0969_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0969_SP_SET: FOOTING
 AA0969_STAMPING: NO 5 1974
 AA0969_MARK LOGO: NOS
 AA0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0969+STABILITY: SURFACE MOTION
 AA0969
 AA0969  HISTORY     - Date     Condition        Report By
 AA0969  HISTORY     - 1974     MONUMENTED       NOS
 AA0969  HISTORY     - 1982     GOOD             FLDNR
 AA0969
 AA0969                          STATION DESCRIPTION
 AA0969
 AA0969'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0969'1.3 MI SE FROM SUMMERLAND KEY.
 AA0969'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.5 MILE
 AA0969'EAST ON U.S. HIGHWAY 1 TO EAST SHORE DRIVE, GO 0.8
 AA0969'MILE SOUTHERLY ON EAST SHORE DRIVE TO THE HOUSER
 AA0969'RESIDENCE AND THE MARK.  THE MARK IS SET IN THE FOOTING
 AA0969'FOR THE COVERED BOAT SLIP, 14.5 FEET EAST OF THE WEST
 AA0969'END OF THE BOAT SLIP, AND 127 FEET NORTHWEST OF TIDAL
 AA0969'BENCH MARK NO 4 1974.
 AA0969'THE MARK IS 3 FT BELOW GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0972 ***********************************************************************
 AA0972  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0972  DESIGNATION -  872 4267 E TIDAL
 AA0972  PID         -  AA0972
 AA0972  STATE/COUNTY-  FL/MONROE
 AA0972  COUNTRY     -  US
 AA0972  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0972
 AA0972                         *CURRENT SURVEY CONTROL
 AA0972  ______________________________________________________________________
 AA0972* NAD 83(1986) POSITION- 24 39 38.     (N) 081 26 11.     (W)   SCALED
 AA0972* NAVD 88 ORTHO HEIGHT -     5.243 (meters)       17.20  (feet) ADJUSTED
 AA0972  ______________________________________________________________________
 AA0972  GEOID HEIGHT    -        -21.807 (meters)                     GEOID18
 AA0972  DYNAMIC HEIGHT  -          5.234 (meters)       17.17  (feet) COMP
 AA0972  MODELED GRAVITY -    978,967.6   (mgal)                       NAVD 88
 AA0972
 AA0972  VERT ORDER      -  FIRST     CLASS II
 AA0972
 AA0972.The horizontal coordinates were scaled from a map and have
 AA0972.an estimated accuracy of +/- 6 seconds.
 AA0972
 AA0972.The orthometric height was determined by differential leveling and
 AA0972.adjusted by the NATIONAL GEODETIC SURVEY
 AA0972.in May 1994.
 AA0972
 AA0972.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0972.GEOID18 height accuracy estimate available here.
 AA0972
 AA0972.This Tidal Bench Mark is designated as VM 6884
 AA0972.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0972
 AA0972.Click photographs - Photos may exist for this station.
 AA0972
 AA0972.The dynamic height is computed by dividing the NAVD 88
 AA0972.geopotential number by the normal gravity value computed on the
 AA0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0972.degrees latitude (g = 980.6199 gals.).
 AA0972
 AA0972.The modeled gravity was interpolated from observed gravity values.
 AA0972
 AA0972;                    North         East    Units  Estimated Accuracy
 AA0972;SPC FL E     -    36,310.      155,830.      MT  (+/- 180 meters Scaled)
 AA0972
 AA0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH558274(NAD 83)
 AA0972
 AA0972                          SUPERSEDED SURVEY CONTROL
 AA0972
 AA0972  NAVD 88 (06/15/91)    5.249  (m)           17.22   (f) SUPERSEDED  1 2
 AA0972  NGVD 29 (09/01/92)    5.661  (m)           18.57   (f) ADJUSTED    1 2
 AA0972
 AA0972.Superseded values are not recommended for survey control.
 AA0972
 AA0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0972.See file dsdata.pdf to determine how the superseded data were derived.
 AA0972
 AA0972_MARKER: DJ = TIDAL STATION DISK
 AA0972_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0972_SP_SET: BRIDGE
 AA0972_STAMPING: 4267 E 1982
 AA0972_MARK LOGO: NOS
 AA0972_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0972+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 AA0972
 AA0972  HISTORY     - Date     Condition        Report By
 AA0972  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0972  HISTORY     - 19900926 GOOD             FLDNR
 AA0972  HISTORY     - 20010717 GOOD             USPSQD
 AA0972
 AA0972                          STATION DESCRIPTION
 AA0972
 AA0972'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0972'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.6 MILE
 AA0972'EAST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE
 AA0972'OVER NILES CHANNEL AND THE MARK.  THE MARK IS SET FLUSH
 AA0972'IN THE TOP OF THE CONCRETE GUARDRAIL OF THE NEW BRIDGE.
 AA0972'THE MARK BEARS 19.2 FEET SOUTH OF THE CENTERLINE OF THE
 AA0972'BRIDGE AND 5.4 FEET EAST OF THE SOUTHWEST END OF THE
 AA0972'CONCRETE GUARDRAIL.  THE MARK IS 3 FT ABOVE THE ROAD.
 AA0972
 AA0972                          STATION RECOVERY (1990)
 AA0972
 AA0972'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0972'RECOVERED IN GOOD CONDITION.
 AA0972
 AA0972                          STATION RECOVERY (2001)
 AA0972
 AA0972'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA0972'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0973 ***********************************************************************
 AA0973  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0973  DESIGNATION -  872 4267 F TIDAL
 AA0973  PID         -  AA0973
 AA0973  STATE/COUNTY-  FL/MONROE
 AA0973  COUNTRY     -  US
 AA0973  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0973
 AA0973                         *CURRENT SURVEY CONTROL
 AA0973  ______________________________________________________________________
 AA0973* NAD 83(1986) POSITION- 24 39 38.     (N) 081 26 11.     (W)   SCALED
 AA0973* NAVD 88 ORTHO HEIGHT -     5.232 (meters)       17.17  (feet) ADJUSTED
 AA0973  ______________________________________________________________________
 AA0973  GEOID HEIGHT    -        -21.807 (meters)                     GEOID18
 AA0973  DYNAMIC HEIGHT  -          5.223 (meters)       17.14  (feet) COMP
 AA0973  MODELED GRAVITY -    978,967.6   (mgal)                       NAVD 88
 AA0973
 AA0973  VERT ORDER      -  SECOND    CLASS I
 AA0973
 AA0973.The horizontal coordinates were scaled from a map and have
 AA0973.an estimated accuracy of +/- 6 seconds.
 AA0973
 AA0973.The orthometric height was determined by differential leveling and
 AA0973.adjusted by the NATIONAL GEODETIC SURVEY
 AA0973.in June 1991.
 AA0973
 AA0973.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0973.GEOID18 height accuracy estimate available here.
 AA0973
 AA0973.This Tidal Bench Mark is designated as VM 6885
 AA0973.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0973
 AA0973.Click photographs - Photos may exist for this station.
 AA0973
 AA0973.The dynamic height is computed by dividing the NAVD 88
 AA0973.geopotential number by the normal gravity value computed on the
 AA0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0973.degrees latitude (g = 980.6199 gals.).
 AA0973
 AA0973.The modeled gravity was interpolated from observed gravity values.
 AA0973
 AA0973;                    North         East    Units  Estimated Accuracy
 AA0973;SPC FL E     -    36,310.      155,830.      MT  (+/- 180 meters Scaled)
 AA0973
 AA0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH558274(NAD 83)
 AA0973
 AA0973                          SUPERSEDED SURVEY CONTROL
 AA0973
 AA0973.No superseded survey control is available for this station.
 AA0973
 AA0973_MARKER: DJ = TIDAL STATION DISK
 AA0973_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0973_SP_SET: BRIDGE
 AA0973_STAMPING: 4267 F 1982
 AA0973_MARK LOGO: NOS
 AA0973_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0973+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2001
 AA0973
 AA0973  HISTORY     - Date     Condition        Report By
 AA0973  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0973  HISTORY     - 19881231 GOOD             FLDNR
 AA0973  HISTORY     - 20010717 GOOD             USPSQD
 AA0973
 AA0973                          STATION DESCRIPTION
 AA0973
 AA0973'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0973'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.6 MILE
 AA0973'EAST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE
 AA0973'OVER NILES CHANNEL AND THE MARK.  THE MARK IS SET FLUSH
 AA0973'IN THE TOP OF THE CONCRETE GUARDRAIL OF THE NEW BRIDGE.
 AA0973'THE MARK BEARS 19.6 FEET NORTH OF THE CENTERLINE OF THE
 AA0973'BRIDGE AND 6.3 FEET EAST OF THE NORTHWEST END OF THE
 AA0973'CONCRETE GUARDRAIL.  THE MARK IS 3 FT ABOVE THE ROAD.
 AA0973
 AA0973                          STATION RECOVERY (1988)
 AA0973
 AA0973'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0973'RECOVERED IN GOOD CONDITION.
 AA0973
 AA0973                          STATION RECOVERY (2001)
 AA0973
 AA0973'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA0973'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0971 ***********************************************************************
 AA0971  CBN         -  This is a Cooperative Base Network Control Station.
 AA0971  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0971  DESIGNATION -  872 4267 TIDAL 2
 AA0971  PID         -  AA0971
 AA0971  STATE/COUNTY-  FL/MONROE
 AA0971  COUNTRY     -  US
 AA0971  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0971
 AA0971                         *CURRENT SURVEY CONTROL
 AA0971  ______________________________________________________________________
 AA0971* NAD 83(2011) POSITION- 24 39 38.94430(N) 081 26 10.83132(W)   ADJUSTED
 AA0971* NAD 83(2011) ELLIP HT-   -17.681 (meters)        (06/27/12)   ADJUSTED
 AA0971* NAD 83(2011) EPOCH   -  2010.00
 AA0971* NAVD 88 ORTHO HEIGHT -     4.138 (meters)       13.58  (feet) ADJUSTED
 AA0971  ______________________________________________________________________
 AA0971  GEOID HEIGHT    -        -21.806 (meters)                     GEOID18
 AA0971  NAD 83(2011) X  -    863,633.880 (meters)                     COMP
 AA0971  NAD 83(2011) Y  - -5,735,113.977 (meters)                     COMP
 AA0971  NAD 83(2011) Z  -  2,644,969.097 (meters)                     COMP
 AA0971  LAPLACE CORR    -         -1.15  (seconds)                    DEFLEC18
 AA0971  DYNAMIC HEIGHT  -          4.131 (meters)       13.55  (feet) COMP
 AA0971  MODELED GRAVITY -    978,967.6   (mgal)                       NAVD 88
 AA0971
 AA0971  VERT ORDER      -  SECOND    CLASS I
 AA0971
 AA0971  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA0971  Standards:
 AA0971         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA0971            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA0971  -------------------------------------------------------------------
 AA0971  NETWORK    1.68   2.84           0.66   0.71   1.45     -0.01862483
 AA0971  -------------------------------------------------------------------
 AA0971  Click here for local accuracies and other accuracy information.
 AA0971
 AA0971.The horizontal coordinates were established by GPS observations
 AA0971.and adjusted by the National Geodetic Survey in June 2012.
 AA0971
 AA0971.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA0971.been affixed to the stable North American tectonic plate. See 
 AA0971.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA0971
 AA0971.The horizontal coordinates are valid at the epoch date displayed above
 AA0971.which is a decimal equivalence of Year/Month/Day.
 AA0971
 AA0971.The orthometric height was determined by differential leveling and
 AA0971.adjusted by the NATIONAL GEODETIC SURVEY
 AA0971.in June 1991.
 AA0971
 AA0971.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0971.GEOID18 height accuracy estimate available here.
 AA0971
 AA0971.This Tidal Bench Mark is designated as VM 6882
 AA0971.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0971
 AA0971.Click photographs - Photos may exist for this station.
 AA0971
 AA0971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0971
 AA0971.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA0971
 AA0971.The ellipsoidal height was determined by GPS observations
 AA0971.and is referenced to NAD 83.
 AA0971
 AA0971.The dynamic height is computed by dividing the NAVD 88
 AA0971.geopotential number by the normal gravity value computed on the
 AA0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0971.degrees latitude (g = 980.6199 gals.).
 AA0971
 AA0971.The modeled gravity was interpolated from observed gravity values.
 AA0971
 AA0971. The following values were computed from the NAD 83(2011) position.
 AA0971
 AA0971;                    North         East     Units Scale Factor Converg.
 AA0971;SPC FL E     -    36,342.012   155,833.395   MT  0.99996526   -0 10 55.4
 AA0971;SPC FL E     -   119,232.08    511,263.40   sFT  0.99996526   -0 10 55.4
 AA0971;UTM  17      - 2,727,461.594   455,848.465   MT  0.99962407   -0 10 55.4
 AA0971
 AA0971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0971!SPC FL E     -   1.00000278  x   0.99996526  =   0.99996804
 AA0971!UTM  17      -   1.00000278  x   0.99962407  =   0.99962685
 AA0971
 AA0971:                Primary Azimuth Mark                     Grid Az
 AA0971:SPC FL E     -  872 4255 F TIDAL                         093 14 17.2
 AA0971:UTM  17      -  872 4255 F TIDAL                         093 14 17.2
 AA0971
 AA0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH5584827461(NAD 83)
 AA0971
 AA0971|---------------------------------------------------------------------|
 AA0971| PID    Reference Object                     Distance      Geod. Az  |
 AA0971|                                                           dddmmss.s |
 AA0971| AA1012 872 4255 F TIDAL                    APPROX. 1.4 KM 0930321.8 |
 AA0971|---------------------------------------------------------------------|
 AA0971
 AA0971                          SUPERSEDED SURVEY CONTROL
 AA0971
 AA0971  NAD 83(2007)-  24 39 38.94454(N)    081 26 10.83251(W) AD(2002.00) 0
 AA0971  ELLIP H (02/10/07)  -17.668  (m)                       GP(2002.00)    
 AA0971  NAD 83(1999)-  24 39 38.94516(N)    081 26 10.83178(W) AD(       ) B
 AA0971  ELLIP H (05/31/01)  -17.648  (m)                       GP(       ) 5 1
 AA0971  ELLIP H (06/02/94)  -17.617  (m)                       GP(       ) 3 1
 AA0971  NAD 83(1990)-  24 39 38.94282(N)    081 26 10.83283(W) AD(       ) B
 AA0971  ELLIP H (09/13/90)  -17.653  (m)                       GP(       ) 4 1
 AA0971  NAVD 88               4.14   (m)           13.6    (f) LEVELING    3  
 AA0971  NAVD 88 (06/02/94)    3.9    (m)  GEOID93  model used  GPS OBS        
 AA0971  NGVD 29               4.55   (m)           14.9    (f) LEVELING    3  
 AA0971
 AA0971.Superseded values are not recommended for survey control.
 AA0971
 AA0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0971.See file dsdata.pdf to determine how the superseded data were derived.
 AA0971
 AA0971_MARKER: DJ = TIDAL STATION DISK
 AA0971_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0971_SP_SET: BRIDGE
 AA0971_STAMPING: NO. 2 1975
 AA0971_MARK LOGO: NOS
 AA0971_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0971+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2018
 AA0971
 AA0971  HISTORY     - Date     Condition        Report By
 AA0971  HISTORY     - 1975     MONUMENTED       NOS
 AA0971  HISTORY     - 1982     GOOD             FLDNR
 AA0971  HISTORY     - 19881231 GOOD             FLDNR
 AA0971  HISTORY     - 1989     GOOD             NGS
 AA0971  HISTORY     - 19911220 GOOD             NOS
 AA0971  HISTORY     - 19930215 GOOD             NGS
 AA0971  HISTORY     - 19940216 GOOD             KEISCH
 AA0971  HISTORY     - 20010717 GOOD             USPSQD
 AA0971  HISTORY     - 20180801 GOOD             NGS
 AA0971
 AA0971                          STATION DESCRIPTION
 AA0971
 AA0971'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0971'0.6 MI EAST FROM SUMMERLAND KEY.
 AA0971'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.6 MILE
 AA0971'EAST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE
 AA0971'OVER NILES CHANNEL AND THE MARK.  THE MARK IS SET IN THE
 AA0971'BASE OF THE GUARDRAIL AT THE SOUTHWEST CORNER OF THE OLD
 AA0971'HIGHWAY BRIDGE, NOW USED AS A FISHING PIER, AND IS 17
 AA0971'FEET SOUTH OF THE CENTERLINE OF THE OLD BRIDGE.
 AA0971
 AA0971                          STATION RECOVERY (1988)
 AA0971
 AA0971'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0971'RECOVERED IN GOOD CONDITION.
 AA0971
 AA0971                          STATION RECOVERY (1989)
 AA0971
 AA0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AA0971'THE STATION IS LOCATED ON THE EAST END OF SUMMERLAND KEY, IN SECTION
 AA0971'26, T 66 S, R 28 E.
 AA0971'TO REACH THE STATION FROM THE WEST END OF THE U.S. HIGHWAY 1 BRIDGE
 AA0971'OVER NILES CHANNEL AT THE EAST END OF SUMMERLAND KEY, WALK SOUTH TO
 AA0971'THE OLD HIGHWAY 1 BRIDGE AND THE STATION.
 AA0971'THE STATION IS SET IN THE BASE OF GUARDRAIL AT THE SOUTHWEST CORNER OF
 AA0971'OLD BRIDGE.  LOCATED 5.18 M (17.0 FT) SOUTH FROM THE CENTERLINE OF OLD
 AA0971'BRIDGE.
 AA0971'DESCRIBED BY R.L. MALLOY.
 AA0971
 AA0971                          STATION RECOVERY (1991)
 AA0971
 AA0971'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1991
 AA0971'THE STATION IS LOCATED ON THE EAST END OF SUMMERLAND KEY.
 AA0971'TO REACH
 AA0971'FROM THE WEST END OF THE U.S. HIGHWAY 1 BRIDGE OVER NILES CHANNEL AT
 AA0971'THE EAST END OF SUMMERLAND KEY, WALK SOUTH TO THE OLD HIGHWAY 1 BRIDGE
 AA0971'AND THE STATION AS DESCRIBED.
 AA0971'THE STATION IS SET IN THE BASE OF A
 AA0971'GUARDRAIL AT THE SOUTHWEST CORNER OF THE OLD BRIDGE, 17.0 FT (5.18 M)
 AA0971'SOUTH FROM THE CENTERLINE OF OLD BRIDGE, 2.33 M (7.64 FT) WEST OF
 AA0971'SOUTH EAST CORNER OF SOUTH ABUTMENT, 0.24 M (0.79 FT) NORTH EAST OF
 AA0971'SOUTHWEST CORNER OF SOUTH ABUTMENT. THE DISK IS A STANDARD NOS TIDAL
 AA0971'BM STAMPED NO 2 1975
 AA0971
 AA0971                          STATION RECOVERY (1993)
 AA0971
 AA0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AA0971'THE STATION IS LOCATED ABOUT 40 KM (24.85 MI) EAST-NORTHEAST OF KEY
 AA0971'WEST, ON SUMMERLAND KEY, ON THE SOUTHWEST END OF THE NILES CHANNEL
 AA0971'BRIDGE (OLD BRIDGE).
 AA0971'TO REACH THE STATION FROM MILEPOST 25 ON SUMMERLAND KEY, GO NORTHEAST
 AA0971'ON U.S. HIGHWAY 1 FOR 0.56 KM (0.35 MI) TO THE STATION ON THE RIGHT
 AA0971'IN THE SOUTHWEST CORNER OF THE ABUTMENT OF THE OLD BRIDGE.
 AA0971'STATION IS SET FLUSH IN THE SOUTHWEST CORNER OF THE SOUTHWEST CONCRETE
 AA0971'BRIDGE ABUTMENT OF THE OLD U.S. HIGHWAY 1 BRIDGE.  LOCATED 5.3 M
 AA0971'(17.4 FT) SOUTH OF THE CENTERLINE OF THE BRIDGE, AND 1.52 M
 AA0971'(4.99 FT) SOUTHWEST OF SIGN BRIDGE CLOSED.
 AA0971
 AA0971                          STATION RECOVERY (1994)
 AA0971
 AA0971'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1994 (RTS)
 AA0971'THE STATION IS LOCATED ON THE EAST END OF SUMERLAND KEY ON THE OLD
 AA0971'U.S. 1 BRIDGE IN MONROE COUNTY, FLORIDA. TO REACH THE STATION FROM THE
 AA0971'POST OFFICE ON BIG PINE KEY, GO WEST ON U.S. 1 FOR 4.75 MI (7.64 KM)
 AA0971'TO THE WEST SIDE OF NILES CHANNEL AND THE STATION ON THE OLD BRIDGE.
 AA0971'THE STATION LIES .35 MI (0.56 KM) EAST OF MILE MARKER 25, 50 FT (15.2
 AA0971'M) EAST OF THE END OF THE ASPHALT, 20 FT (6.1 M) SOUTH OF THE
 AA0971'CENTERLINE OF THE OLD BRIDGE, AND 5.1 FT (1.6 M) SOUTH OF A CAROSONITE
 AA0971'WITNESS POST.
 AA0971'
 AA0971'THE STATION IS A NATIONAL OCEAN SERVICE DISC, SET IN THE CONCRETE
 AA0971'FOOTING OF A BRIDGE NEXT TO A GUARDRAIL, STAMPED "NO 2 1975."
 AA0971'REFERENCES-- FOUND A NOS BENCHMARK DISC SET IN A CONCRETE GUARDRAIL,
 AA0971'STAMPED "4267 E 1982," MAGNETIC AZIMUTH OF 322 DEGREES AT 64.80 FT
 AA0971'(19.75 M) . FOUND A USCGS BENCHMARK DISC SET IN A CONCRETE SEAWALL,
 AA0971'STAMPING HAS BEEN X-ED OUT, MAGNETIC AZIMUTH OF 30 DEGREES AT 35.74 FT
 AA0971'(10.89 M) . X-CUT, SET IN A CONCRETE SEAWALL, MAGNETIC AZIMUTH OF 155
 AA0971'DEGREES AT 13.11 FT (4.00 M) .
 AA0971'
 AA0971'SET A CARSONITE WITNESS POST, MAGNETIC AZIMUTH OF 342 DEGREES AT 5.1
 AA0971'FT (1.6 M) .
 AA0971
 AA0971                          STATION RECOVERY (2001)
 AA0971
 AA0971'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA0971'RECOVERED IN GOOD CONDITION.
 AA0971
 AA0971                          STATION RECOVERY (2018)
 AA0971
 AA0971'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (AMC)
 AA0971'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0964 ***********************************************************************
 AA0964  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0964  DESIGNATION -  872 4276 TIDAL 1
 AA0964  PID         -  AA0964
 AA0964  STATE/COUNTY-  FL/MONROE
 AA0964  COUNTRY     -  US
 AA0964  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0964
 AA0964                         *CURRENT SURVEY CONTROL
 AA0964  ______________________________________________________________________
 AA0964* NAD 83(1986) POSITION- 24 39 02.     (N) 081 26 47.     (W)   SCALED
 AA0964* NAVD 88 ORTHO HEIGHT -     0.684 (meters)        2.24  (feet) ADJUSTED
 AA0964  ______________________________________________________________________
 AA0964  GEOID HEIGHT    -        -21.812 (meters)                     GEOID18
 AA0964  DYNAMIC HEIGHT  -          0.683 (meters)        2.24  (feet) COMP
 AA0964  MODELED GRAVITY -    978,966.7   (mgal)                       NAVD 88
 AA0964
 AA0964  VERT ORDER      -  SECOND    CLASS I
 AA0964
 AA0964.The horizontal coordinates were scaled from a map and have
 AA0964.an estimated accuracy of +/- 6 seconds.
 AA0964
 AA0964.The orthometric height was determined by differential leveling and
 AA0964.adjusted by the NATIONAL GEODETIC SURVEY
 AA0964.in June 1991.
 AA0964
 AA0964.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0964.GEOID18 height accuracy estimate available here.
 AA0964
 AA0964.This Tidal Bench Mark is designated as VM 6897
 AA0964.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0964
 AA0964.Click photographs - Photos may exist for this station.
 AA0964
 AA0964.The dynamic height is computed by dividing the NAVD 88
 AA0964.geopotential number by the normal gravity value computed on the
 AA0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0964.degrees latitude (g = 980.6199 gals.).
 AA0964
 AA0964.The modeled gravity was interpolated from observed gravity values.
 AA0964
 AA0964;                    North         East    Units  Estimated Accuracy
 AA0964;SPC FL E     -    35,210.      154,810.      MT  (+/- 180 meters Scaled)
 AA0964
 AA0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH548263(NAD 83)
 AA0964
 AA0964                          SUPERSEDED SURVEY CONTROL
 AA0964
 AA0964.No superseded survey control is available for this station.
 AA0964
 AA0964_MARKER: DJ = TIDAL STATION DISK
 AA0964_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0964_SP_SET: SEAWALL
 AA0964_STAMPING: NO 1 1975
 AA0964_MARK LOGO: NOS
 AA0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0964+STABILITY: SURFACE MOTION
 AA0964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0964+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2001
 AA0964
 AA0964  HISTORY     - Date     Condition        Report By
 AA0964  HISTORY     - 1975     MONUMENTED       NOS
 AA0964  HISTORY     - 1982     GOOD             FLDNR
 AA0964  HISTORY     - 20010629 GOOD             USPSQD
 AA0964
 AA0964                          STATION DESCRIPTION
 AA0964
 AA0964'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0964'1.5 MI SOUTH FROM SUMMERLAND KEY.
 AA0964'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.25 MILE
 AA0964'WEST ON U.S. HIGHWAY 1 TO THE JUNCTION OF CARIBBEAN
 AA0964'DRIVE, GO 0.05 MILE SOUTH ON CARIBBEAN DRIVE TO WEST
 AA0964'CARIBBEAN DRIVE, GO 0.8 MILE SOUTHEAST ON WEST CARIBBEAN
 AA0964'DRIVE TO THE JUNCTION OF ISLES BOULEVARD, GO 0.2 MILE
 AA0964'SOUTHWEST ON ISLES BOULEVARD TO ITS END AT FLAGSHIP DRIVE,
 AA0964'GO 0.1 MILE SOUTHEAST ON FLAGSHIP DRIVE TO THE SHIPLEY
 AA0964'RESIDENCE AND THE MARK.  THE MARK IS SET IN THE SEAWALL
 AA0964'AT THE NORTHEAST CORNER OF THE BOAT SLIP BEHIND THE HOUSE,
 AA0964'27.0 FEET WEST OF THE WEST SIDE OF THE HOUSE, AND 27.8 FEET
 AA0964'NORTHWEST OF THE SOUTH EDGE OF THE PROPERTY.
 AA0964
 AA0964                          STATION RECOVERY (2001)
 AA0964
 AA0964'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA0964''WEST CARIBBEAN' SHOULD BE 'EAST CARIBBEAN'
 AA0964''SHIPLEY RESIDENCE' SHOULD BE '1036 FLAGSHIP DRIVE'.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0965 ***********************************************************************
 AA0965  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0965  DESIGNATION -  872 4276 TIDAL 2
 AA0965  PID         -  AA0965
 AA0965  STATE/COUNTY-  FL/MONROE
 AA0965  COUNTRY     -  US
 AA0965  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0965
 AA0965                         *CURRENT SURVEY CONTROL
 AA0965  ______________________________________________________________________
 AA0965* NAD 83(1986) POSITION- 24 39 02.     (N) 081 26 47.     (W)   SCALED
 AA0965* NAVD 88 ORTHO HEIGHT -     0.631 (meters)        2.07  (feet) ADJUSTED
 AA0965  ______________________________________________________________________
 AA0965  GEOID HEIGHT    -        -21.812 (meters)                     GEOID18
 AA0965  DYNAMIC HEIGHT  -          0.630 (meters)        2.07  (feet) COMP
 AA0965  MODELED GRAVITY -    978,966.7   (mgal)                       NAVD 88
 AA0965
 AA0965  VERT ORDER      -  SECOND    CLASS I
 AA0965
 AA0965.The horizontal coordinates were scaled from a map and have
 AA0965.an estimated accuracy of +/- 6 seconds.
 AA0965
 AA0965.The orthometric height was determined by differential leveling and
 AA0965.adjusted by the NATIONAL GEODETIC SURVEY
 AA0965.in June 1991.
 AA0965
 AA0965.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0965.GEOID18 height accuracy estimate available here.
 AA0965
 AA0965.This Tidal Bench Mark is designated as VM 6898
 AA0965.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0965
 AA0965.Click photographs - Photos may exist for this station.
 AA0965
 AA0965.The dynamic height is computed by dividing the NAVD 88
 AA0965.geopotential number by the normal gravity value computed on the
 AA0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0965.degrees latitude (g = 980.6199 gals.).
 AA0965
 AA0965.The modeled gravity was interpolated from observed gravity values.
 AA0965
 AA0965;                    North         East    Units  Estimated Accuracy
 AA0965;SPC FL E     -    35,210.      154,810.      MT  (+/- 180 meters Scaled)
 AA0965
 AA0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH548263(NAD 83)
 AA0965
 AA0965                          SUPERSEDED SURVEY CONTROL
 AA0965
 AA0965.No superseded survey control is available for this station.
 AA0965
 AA0965_MARKER: DJ = TIDAL STATION DISK
 AA0965_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0965_SP_SET: SEAWALL
 AA0965_STAMPING: NO 2 1975
 AA0965_MARK LOGO: NOS
 AA0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0965+STABILITY: SURFACE MOTION
 AA0965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0965+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2001
 AA0965
 AA0965  HISTORY     - Date     Condition        Report By
 AA0965  HISTORY     - 1975     MONUMENTED       NOS
 AA0965  HISTORY     - 1982     GOOD             FLDNR
 AA0965  HISTORY     - 20010629 GOOD             USPSQD
 AA0965
 AA0965                          STATION DESCRIPTION
 AA0965
 AA0965'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0965'1.4 MI SOUTH FROM SUMMERLAND KEY.
 AA0965'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.25 MILE
 AA0965'WEST ON U.S. HIGHWAY 1 TO THE JUNCTION OF CARIBBEAN DRIVE,
 AA0965'GO 0.05 MILE SOUTH ON CARIBBEAN DRIVE TO THE JUNCTION OF
 AA0965'WEST CARIBBEAN DRIVE, GO 0.8 MILE SOUTHEAST ON WEST CARIBBEAN
 AA0965'DRIVE TO THE JUNCTION OF ISLES BOULEVARD, GO 0.2 MILE
 AA0965'SOUTHWEST ON ISLES BOULEVARD TO ITS END AT FLAGSHIP
 AA0965'DRIVE, GO 0.1 MILE SOUTHEAST ON FLAGSHIP DRIVE TO THE SHIPLEY
 AA0965'RESIDENCE AND THE MARK.  THE MARK IS SET IN THE SEAWALL NEAR
 AA0965'THE NORTHWEST CORNER OF THE SHIPLEY PROPERTY, AND IS 212 FEET
 AA0965'SOUTH OF THE SOUTHWEST CORNER OF A SMALL BOAT BASIN.
 AA0965
 AA0965                          STATION RECOVERY (2001)
 AA0965
 AA0965'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA0965''WEST CARIBBEAN' SHOULD BE 'EAST CARIBBEAN'
 AA0965''SHIPLEY RESIDENCE' SHOULD BE '1036 FLAGSHIP DRIVE'.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0963 ***********************************************************************
 AA0963  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0963  DESIGNATION -  872 4276 TIDAL 3
 AA0963  PID         -  AA0963
 AA0963  STATE/COUNTY-  FL/MONROE
 AA0963  COUNTRY     -  US
 AA0963  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0963
 AA0963                         *CURRENT SURVEY CONTROL
 AA0963  ______________________________________________________________________
 AA0963* NAD 83(1986) POSITION- 24 39 02.     (N) 081 26 47.     (W)   SCALED
 AA0963* NAVD 88 ORTHO HEIGHT -     0.136 (meters)        0.45  (feet) ADJUSTED
 AA0963  ______________________________________________________________________
 AA0963  GEOID HEIGHT    -        -21.812 (meters)                     GEOID18
 AA0963  DYNAMIC HEIGHT  -          0.136 (meters)        0.45  (feet) COMP
 AA0963  MODELED GRAVITY -    978,966.7   (mgal)                       NAVD 88
 AA0963
 AA0963  VERT ORDER      -  SECOND    CLASS I
 AA0963
 AA0963.The horizontal coordinates were scaled from a map and have
 AA0963.an estimated accuracy of +/- 6 seconds.
 AA0963
 AA0963.The orthometric height was determined by differential leveling and
 AA0963.adjusted by the NATIONAL GEODETIC SURVEY
 AA0963.in June 1991.
 AA0963
 AA0963.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0963.GEOID18 height accuracy estimate available here.
 AA0963
 AA0963.This Tidal Bench Mark is designated as VM 6899
 AA0963.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0963
 AA0963.Click photographs - Photos may exist for this station.
 AA0963
 AA0963.The dynamic height is computed by dividing the NAVD 88
 AA0963.geopotential number by the normal gravity value computed on the
 AA0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0963.degrees latitude (g = 980.6199 gals.).
 AA0963
 AA0963.The modeled gravity was interpolated from observed gravity values.
 AA0963
 AA0963;                    North         East    Units  Estimated Accuracy
 AA0963;SPC FL E     -    35,210.      154,810.      MT  (+/- 180 meters Scaled)
 AA0963
 AA0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH548263(NAD 83)
 AA0963
 AA0963                          SUPERSEDED SURVEY CONTROL
 AA0963
 AA0963.No superseded survey control is available for this station.
 AA0963
 AA0963_MARKER: DJ = TIDAL STATION DISK
 AA0963_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0963_SP_SET: SEAWALL
 AA0963_STAMPING: NO 3 1975
 AA0963_MARK LOGO: NOS
 AA0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0963+STABILITY: SURFACE MOTION
 AA0963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0963+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2001
 AA0963
 AA0963  HISTORY     - Date     Condition        Report By
 AA0963  HISTORY     - 1975     MONUMENTED       NOS
 AA0963  HISTORY     - 1982     GOOD             FLDNR
 AA0963  HISTORY     - 20010629 GOOD             USPSQD
 AA0963
 AA0963                          STATION DESCRIPTION
 AA0963
 AA0963'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0963'1.3 MI SOUTH FROM SUMMERLAND KEY.
 AA0963'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.25 MILE
 AA0963'WEST ON U.S. HIGHWAY 1 TO THE JUNCTION OF CARIBBEAN DRIVE,
 AA0963'GO 0.05 MILE SOUTH ON CARIBBEAN DRIVE TO WEST CARIBBEAN
 AA0963'DRIVE, GO 0.8 MILE SOUTHEAST ON WEST CARIBBEAN DRIVE TO THE
 AA0963'JUNCTION OF ISLES BOULEVARD, GO 0.2 MILE SOUTHWEST ON ISLES
 AA0963'BOULEVARD TO ITS END AT FLAGSHIP DRIVE, GO 0.05 MILE
 AA0963'SOUTHEAST ON FLAGSHIP DRIVE TO A SMALL BOAT BASIN AND THE
 AA0963'MARK.  THE MARK IS SET IN THE SOUTHEAST SEAWALL OF THE BOAT
 AA0963'BASIN, 166 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AND
 AA0963'129 FEET SOUTHWEST OF THE NORTHEAST END OF THE SEAWALL.
 AA0963'THE MARK IS 1 FT BELOW ROAD.
 AA0963
 AA0963                          STATION RECOVERY (2001)
 AA0963
 AA0963'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA0963''WEST CARIBBEAN' SHOULD BE 'EAST CARIBBEAN'.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0962 ***********************************************************************
 AA0962  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0962  DESIGNATION -  872 4276 TIDAL 4
 AA0962  PID         -  AA0962
 AA0962  STATE/COUNTY-  FL/MONROE
 AA0962  COUNTRY     -  US
 AA0962  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0962
 AA0962                         *CURRENT SURVEY CONTROL
 AA0962  ______________________________________________________________________
 AA0962* NAD 83(1986) POSITION- 24 39 07.92   (N) 081 26 44.57   (W)   HD_HELD1
 AA0962* NAVD 88 ORTHO HEIGHT -     0.789 (meters)        2.59  (feet) ADJUSTED
 AA0962  ______________________________________________________________________
 AA0962  GEOID HEIGHT    -        -21.810 (meters)                     GEOID18
 AA0962  DYNAMIC HEIGHT  -          0.787 (meters)        2.58  (feet) COMP
 AA0962  MODELED GRAVITY -    978,966.7   (mgal)                       NAVD 88
 AA0962
 AA0962  VERT ORDER      -  SECOND    CLASS I
 AA0962
 AA0962.The horizontal coordinates were determined by differentially corrected
 AA0962.hand held GPS observations or other comparable positioning techniques
 AA0962.and have an estimated accuracy of +/- 3 meters.
 AA0962
 AA0962.The orthometric height was determined by differential leveling and
 AA0962.adjusted by the NATIONAL GEODETIC SURVEY
 AA0962.in June 1991.
 AA0962
 AA0962.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0962.GEOID18 height accuracy estimate available here.
 AA0962
 AA0962.This Tidal Bench Mark is designated as VM 6900
 AA0962.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0962
 AA0962.Click photographs - Photos may exist for this station.
 AA0962
 AA0962.The dynamic height is computed by dividing the NAVD 88
 AA0962.geopotential number by the normal gravity value computed on the
 AA0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0962.degrees latitude (g = 980.6199 gals.).
 AA0962
 AA0962.The modeled gravity was interpolated from observed gravity values.
 AA0962
 AA0962;                    North         East    Units  Estimated Accuracy
 AA0962;SPC FL E     -    35,390.5     154,881.7     MT  (+/- 3 meters HH1 GPS) 
 AA0962
 AA0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH5489726510(NAD 83)
 AA0962
 AA0962                          SUPERSEDED SURVEY CONTROL
 AA0962
 AA0962.No superseded survey control is available for this station.
 AA0962
 AA0962_MARKER: DJ = TIDAL STATION DISK
 AA0962_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0962_SP_SET: SEAWALL
 AA0962_STAMPING: NO 4 1975
 AA0962_MARK LOGO: NOS
 AA0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0962+STABILITY: SURFACE MOTION
 AA0962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0962+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2001
 AA0962
 AA0962  HISTORY     - Date     Condition        Report By
 AA0962  HISTORY     - 1975     MONUMENTED       NOS
 AA0962  HISTORY     - 1982     GOOD             FLDNR
 AA0962  HISTORY     - 19881231 GOOD             FLDNR
 AA0962  HISTORY     - 20010629 GOOD             USPSQD
 AA0962
 AA0962                          STATION DESCRIPTION
 AA0962
 AA0962'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0962'1.3 MI SOUTH FROM SUMMERLAND KEY.
 AA0962'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.25 MILE
 AA0962'WEST ON U.S. HIGHWAY 1 TO THE JUNCTION OF CARIBBEAN DRIVE,
 AA0962'GO 0.05 MILE SOUTH ON CARIBBEAN DRIVE TO WEST CARIBBEAN
 AA0962'DRIVE, GO 0.8 MILE SOUTHEAST ON WEST CARIBBEAN DRIVE TO
 AA0962'THE JUNCTION OF ISLES BOULEVARD, GO 0.2 MILE SOUTHWEST
 AA0962'ON ISLES BOULEVARD TO ITS END AT FLAGSHIP DRIVE, GO 0.05
 AA0962'MILE SOUTHEAST ON FLAGSHIP DRIVE TO A SMALL BOAT BASIN AND
 AA0962'THE MARK.  THE MARK IS SET IN THE SEAWALL AT THE NORTH
 AA0962'CORNER OF THE BOAT BASIN, 38 FEET SOUTHWEST OF THE CENTERLINE
 AA0962'OF THE ROAD, 61 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 AA0962'EASTERNMOST SEAWALL, AND 97.5 FEET NORTHEAST OF THE SOUTHWEST
 AA0962'END OF THE NORTHERNMOST SEAWALL.
 AA0962'THE MARK IS 1 FT BELOW ROAD.
 AA0962
 AA0962                          STATION RECOVERY (1988)
 AA0962
 AA0962'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0962'RECOVERED IN GOOD CONDITION.
 AA0962
 AA0962                          STATION RECOVERY (2001)
 AA0962
 AA0962'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA0962''WEST CARIBBEAN' SHOULD BE 'EAST CARIBBEAN'.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0961 ***********************************************************************
 AA0961  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0961  DESIGNATION -  872 4276 TIDAL 5
 AA0961  PID         -  AA0961
 AA0961  STATE/COUNTY-  FL/MONROE
 AA0961  COUNTRY     -  US
 AA0961  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0961
 AA0961                         *CURRENT SURVEY CONTROL
 AA0961  ______________________________________________________________________
 AA0961* NAD 83(1986) POSITION- 24 39 02.     (N) 081 26 47.     (W)   SCALED
 AA0961* NAVD 88 ORTHO HEIGHT -     0.785 (meters)        2.58  (feet) ADJUSTED
 AA0961  ______________________________________________________________________
 AA0961  GEOID HEIGHT    -        -21.812 (meters)                     GEOID18
 AA0961  DYNAMIC HEIGHT  -          0.784 (meters)        2.57  (feet) COMP
 AA0961  MODELED GRAVITY -    978,966.7   (mgal)                       NAVD 88
 AA0961
 AA0961  VERT ORDER      -  SECOND    CLASS I
 AA0961
 AA0961.The horizontal coordinates were scaled from a map and have
 AA0961.an estimated accuracy of +/- 6 seconds.
 AA0961
 AA0961.The orthometric height was determined by differential leveling and
 AA0961.adjusted by the NATIONAL GEODETIC SURVEY
 AA0961.in June 1991.
 AA0961
 AA0961.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0961.GEOID18 height accuracy estimate available here.
 AA0961
 AA0961.This Tidal Bench Mark is designated as VM 6901
 AA0961.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0961
 AA0961.Click photographs - Photos may exist for this station.
 AA0961
 AA0961.The dynamic height is computed by dividing the NAVD 88
 AA0961.geopotential number by the normal gravity value computed on the
 AA0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0961.degrees latitude (g = 980.6199 gals.).
 AA0961
 AA0961.The modeled gravity was interpolated from observed gravity values.
 AA0961
 AA0961;                    North         East    Units  Estimated Accuracy
 AA0961;SPC FL E     -    35,210.      154,810.      MT  (+/- 180 meters Scaled)
 AA0961
 AA0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH548263(NAD 83)
 AA0961
 AA0961                          SUPERSEDED SURVEY CONTROL
 AA0961
 AA0961.No superseded survey control is available for this station.
 AA0961
 AA0961_MARKER: DJ = TIDAL STATION DISK
 AA0961_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0961_SP_SET: SEAWALL
 AA0961_STAMPING: NO 5 1975
 AA0961_MARK LOGO: NOS
 AA0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0961+STABILITY: SURFACE MOTION
 AA0961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0961+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2001
 AA0961
 AA0961  HISTORY     - Date     Condition        Report By
 AA0961  HISTORY     - 1975     MONUMENTED       NOS
 AA0961  HISTORY     - 1982     GOOD             FLDNR
 AA0961  HISTORY     - 19881231 GOOD             FLDNR
 AA0961  HISTORY     - 20010629 GOOD             USPSQD
 AA0961
 AA0961                          STATION DESCRIPTION
 AA0961
 AA0961'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0961'1.3 MI SOUTH FROM SUMMERLAND KEY.
 AA0961'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 0.25 MILE
 AA0961'WEST ON U.S. HIGHWAY 1 TO THE JUNCTION OF CARIBBEAN
 AA0961'DRIVE, GO 0.05 MILE SOUTH ON CARIBBEAN DRIVE TO WEST
 AA0961'CARIBBEAN DRIVE, GO 0.8 MILE SOUTHEAST ON WEST CARIBBEAN
 AA0961'DRIVE TO THE JUNCTION OF ISLES BOULEVARD, GO O.2 MILE
 AA0961'SOUTHWEST ON ISLES BOULEVARD TO ITS END AT FLAGSHIP DRIVE,
 AA0961'GO 0.05 MILE SOUTHEAST ON FLAGSHIP DRIVE TO A SMALL BOAT
 AA0961'BASIN AND THE MARK.  THE MARK IS SET IN THE NORTHERNMOST
 AA0961'SEAWALL OF THE BOAT BASIN, 97.5 FEET SOUTHWEST OF THE
 AA0961'NORTHEAST END OF THE SEAWALL, AND 135.5 FEET SOUTHWEST
 AA0961'OF THE CENTERLINE OF THE ROAD.
 AA0961'THE MARK IS 1 FT BELOW ROAD.
 AA0961
 AA0961                          STATION RECOVERY (1988)
 AA0961
 AA0961'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0961'RECOVERED IN GOOD CONDITION.
 AA0961
 AA0961                          STATION RECOVERY (2001)
 AA0961
 AA0961'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA0961'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0975 ***********************************************************************
 AA0975  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0975  DESIGNATION -  872 4292 D TIDAL
 AA0975  PID         -  AA0975
 AA0975  STATE/COUNTY-  FL/MONROE
 AA0975  COUNTRY     -  US
 AA0975  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0975
 AA0975                         *CURRENT SURVEY CONTROL
 AA0975  ______________________________________________________________________
 AA0975* NAD 83(1986) POSITION- 24 39 44.     (N) 081 28 05.     (W)   SCALED
 AA0975* NAVD 88 ORTHO HEIGHT -     6.370 (meters)       20.90  (feet) ADJUSTED
 AA0975  ______________________________________________________________________
 AA0975  GEOID HEIGHT    -        -21.768 (meters)                     GEOID18
 AA0975  DYNAMIC HEIGHT  -          6.359 (meters)       20.86  (feet) COMP
 AA0975  MODELED GRAVITY -    978,967.9   (mgal)                       NAVD 88
 AA0975  OBS GRAVITY     -    978,967.6   (mgal)                       GRAV_OBS
 AA0975
 AA0975  VERT ORDER      -  FIRST     CLASS II
 AA0975
 AA0975.The horizontal coordinates were scaled from a map and have
 AA0975.an estimated accuracy of +/- 6 seconds.
 AA0975
 AA0975.The orthometric height was determined by differential leveling and
 AA0975.adjusted by the NATIONAL GEODETIC SURVEY
 AA0975.in June 1991.
 AA0975
 AA0975.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0975.GEOID18 height accuracy estimate available here.
 AA0975
 AA0975.This Tidal Bench Mark is designated as VM 6906
 AA0975.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0975
 AA0975.Click photographs - Photos may exist for this station.
 AA0975
 AA0975.The dynamic height is computed by dividing the NAVD 88
 AA0975.geopotential number by the normal gravity value computed on the
 AA0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0975.degrees latitude (g = 980.6199 gals.).
 AA0975
 AA0975.The modeled gravity was interpolated from observed gravity values.
 AA0975
 AA0975.The observed gravity was obtained from relative gravimeter ties
 AA0975.to the IGSN71 gravity network.
 AA0975
 AA0975;                    North         East    Units  Estimated Accuracy
 AA0975;SPC FL E     -    36,510.      152,620.      MT  (+/- 180 meters Scaled)
 AA0975
 AA0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH526276(NAD 83)
 AA0975
 AA0975                          SUPERSEDED SURVEY CONTROL
 AA0975
 AA0975  NGVD 29 (09/01/92)    6.786  (m)           22.26   (f) ADJUSTED    1 2
 AA0975
 AA0975.Superseded values are not recommended for survey control.
 AA0975
 AA0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0975.See file dsdata.pdf to determine how the superseded data were derived.
 AA0975
 AA0975_MARKER: DD = SURVEY DISK
 AA0975_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0975_SP_SET: CONCRETE GUARD RAIL
 AA0975_STAMPING: 4292 D
 AA0975_MARK LOGO: FLDT
 AA0975_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0975
 AA0975  HISTORY     - Date     Condition        Report By
 AA0975  HISTORY     - UNK      MONUMENTED       FLDT
 AA0975  HISTORY     - 1982     GOOD             FLDNR
 AA0975  HISTORY     - 1986     GOOD             FLDNR
 AA0975  HISTORY     - 19900926 GOOD             FLDNR
 AA0975
 AA0975                          STATION DESCRIPTION
 AA0975
 AA0975'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0975'1.3 MI WEST FROM SUMMERLAND KEY.
 AA0975'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 1.3 MILES WEST
 AA0975'ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER KEMP
 AA0975'CHANNEL AND THE MARK.  THE MARK BEARS 23.7 FEET NORTH OF THE
 AA0975'CENTERLINE OF U.S. 1, 7.4 FEET WEST OF THE ABUTMENT, AND 3.5
 AA0975'FEET EAST OF THE WEST END OF THE GUARDRAIL.
 AA0975'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0975
 AA0975                          STATION RECOVERY (1986)
 AA0975
 AA0975'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0975'RECOVERED IN GOOD CONDITION.
 AA0975
 AA0975                          STATION RECOVERY (1990)
 AA0975
 AA0975'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0975'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0974 ***********************************************************************
 AA0974  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0974  DESIGNATION -  872 4292 E TIDAL
 AA0974  PID         -  AA0974
 AA0974  STATE/COUNTY-  FL/MONROE
 AA0974  COUNTRY     -  US
 AA0974  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0974
 AA0974                         *CURRENT SURVEY CONTROL
 AA0974  ______________________________________________________________________
 AA0974* NAD 83(1986) POSITION- 24 39 44.     (N) 081 28 05.     (W)   SCALED
 AA0974* NAVD 88 ORTHO HEIGHT -     3.927 (meters)       12.88  (feet) ADJUSTED
 AA0974  ______________________________________________________________________
 AA0974  GEOID HEIGHT    -        -21.768 (meters)                     GEOID18
 AA0974  DYNAMIC HEIGHT  -          3.920 (meters)       12.86  (feet) COMP
 AA0974  MODELED GRAVITY -    978,967.9   (mgal)                       NAVD 88
 AA0974
 AA0974  VERT ORDER      -  SECOND    CLASS I
 AA0974
 AA0974.The horizontal coordinates were scaled from a map and have
 AA0974.an estimated accuracy of +/- 6 seconds.
 AA0974
 AA0974.The orthometric height was determined by differential leveling and
 AA0974.adjusted by the NATIONAL GEODETIC SURVEY
 AA0974.in June 1991.
 AA0974
 AA0974.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0974.GEOID18 height accuracy estimate available here.
 AA0974
 AA0974.This Tidal Bench Mark is designated as VM 6905
 AA0974.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0974
 AA0974.Click photographs - Photos may exist for this station.
 AA0974
 AA0974.The dynamic height is computed by dividing the NAVD 88
 AA0974.geopotential number by the normal gravity value computed on the
 AA0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0974.degrees latitude (g = 980.6199 gals.).
 AA0974
 AA0974.The modeled gravity was interpolated from observed gravity values.
 AA0974
 AA0974;                    North         East    Units  Estimated Accuracy
 AA0974;SPC FL E     -    36,510.      152,620.      MT  (+/- 180 meters Scaled)
 AA0974
 AA0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH526276(NAD 83)
 AA0974
 AA0974                          SUPERSEDED SURVEY CONTROL
 AA0974
 AA0974.No superseded survey control is available for this station.
 AA0974
 AA0974_MARKER: DJ = TIDAL STATION DISK
 AA0974_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0974_SP_SET: BRIDGE ABUTMENT FOUNDATION
 AA0974_STAMPING: 4292 E 1982
 AA0974_MARK LOGO: NOS
 AA0974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0974
 AA0974  HISTORY     - Date     Condition        Report By
 AA0974  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0974  HISTORY     - 20010516 GOOD             USPSQD
 AA0974
 AA0974                          STATION DESCRIPTION
 AA0974
 AA0974'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0974'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 1.3 MILES WEST
 AA0974'ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER KEMP
 AA0974'CHANNEL AND THE MARK.  THE MARK IS SET IN THE FOUNDATION FOR
 AA0974'THE WEST BRIDGE ABUTMENT, 27.1 FEET SOUTH OF THE CENTERLINE
 AA0974'OF U.S. 1, 1.7 FEET EAST OF THE CHEEKWALL, AND 41.1 FEET
 AA0974'WEST-NORTHWEST OF THE OLD HIGHWAY BRIDGE, NOW USED AS A
 AA0974'FISHING PIER.  THE MARK IS 6 FT BELOW HIGHWAY.
 AA0974
 AA0974                          STATION RECOVERY (2001)
 AA0974
 AA0974'RECOVERY NOTE BY US POWER SQUADRON 2001 (DAD)
 AA0974'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1681 ***********************************************************************
 AA1681  DESIGNATION -  872 4292 F TIDAL
 AA1681  PID         -  AA1681
 AA1681  STATE/COUNTY-  FL/MONROE
 AA1681  COUNTRY     -  US
 AA1681  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA1681
 AA1681                         *CURRENT SURVEY CONTROL
 AA1681  ______________________________________________________________________
 AA1681* NAD 83(1986) POSITION- 24 39 45.     (N) 081 27 50.     (W)   SCALED
 AA1681* NAVD 88 ORTHO HEIGHT -     5.542 (meters)       18.18  (feet) ADJUSTED
 AA1681  ______________________________________________________________________
 AA1681  GEOID HEIGHT    -        -21.772 (meters)                     GEOID18
 AA1681  DYNAMIC HEIGHT  -          5.532 (meters)       18.15  (feet) COMP
 AA1681  MODELED GRAVITY -    978,967.9   (mgal)                       NAVD 88
 AA1681
 AA1681  VERT ORDER      -  FIRST     CLASS II
 AA1681
 AA1681.The horizontal coordinates were scaled from a map and have
 AA1681.an estimated accuracy of +/- 6 seconds.
 AA1681
 AA1681.The orthometric height was determined by differential leveling and
 AA1681.adjusted by the NATIONAL GEODETIC SURVEY
 AA1681.in May 1994.
 AA1681
 AA1681.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1681.GEOID18 height accuracy estimate available here.
 AA1681
 AA1681.Click photographs - Photos may exist for this station.
 AA1681
 AA1681.The dynamic height is computed by dividing the NAVD 88
 AA1681.geopotential number by the normal gravity value computed on the
 AA1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1681.degrees latitude (g = 980.6199 gals.).
 AA1681
 AA1681.The modeled gravity was interpolated from observed gravity values.
 AA1681
 AA1681;                    North         East    Units  Estimated Accuracy
 AA1681;SPC FL E     -    36,540.      153,050.      MT  (+/- 180 meters Scaled)
 AA1681
 AA1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH530276(NAD 83)
 AA1681
 AA1681                          SUPERSEDED SURVEY CONTROL
 AA1681
 AA1681  NGVD 29 (09/01/92)    5.957  (m)           19.54   (f) ADJUSTED    1 2
 AA1681
 AA1681.Superseded values are not recommended for survey control.
 AA1681
 AA1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1681.See file dsdata.pdf to determine how the superseded data were derived.
 AA1681
 AA1681_MARKER: DB = BENCH MARK DISK
 AA1681_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1681_SP_SET: CONCRETE GUARDRAIL
 AA1681_STAMPING: 4292 F
 AA1681_MARK LOGO: FLDT
 AA1681_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1681+STABILITY: SURFACE MOTION
 AA1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1681+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2001
 AA1681
 AA1681  HISTORY     - Date     Condition        Report By
 AA1681  HISTORY     - UNK      MONUMENTED       FLDT
 AA1681  HISTORY     - 19900926 GOOD             FLDNR
 AA1681  HISTORY     - 20010629 GOOD             USPSQD
 AA1681
 AA1681                          STATION DESCRIPTION
 AA1681
 AA1681'DESCRIBED BY FL DEPT OF NAT RES 1990
 AA1681'TO REACH THE MARK FROM THE POST OFFICE IN SUMMERLAND KEY, GO WEST ON
 AA1681'U.S. HIGHWAY 1 FOR 1.1 MI (1.8 KM) TO THE EAST END OF THE BRIDGE
 AA1681'OVER KEMP CHANNEL AND THE BENCH MARK ON THE LEFT IN THE TOP OF A
 AA1681'CONCRETE GUARDRAIL OF THE BRIDGE MARKED 1982.  LOCATED 76.8 FT (23.4
 AA1681'M) NORTHEAST OF BEACH MARK 4292 G, 23.6 FT (7.2 M) SOUTH OF THE
 AA1681'CENTERLINE OF U.S. HIGHWAY 1, 3.28 FT (1.00 M) WEST OF THE EAST END
 AA1681'OF THE SOUTH GUARDRAIL OF THE 1982 BRIDGE AND PROJECTS 2.6 FT (0.8 M)
 AA1681'ABOVE THE ROAD.
 AA1681
 AA1681                          STATION RECOVERY (2001)
 AA1681
 AA1681'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA1681'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1682 ***********************************************************************
 AA1682  DESIGNATION -  872 4292 G TIDAL
 AA1682  PID         -  AA1682
 AA1682  STATE/COUNTY-  FL/MONROE
 AA1682  COUNTRY     -  US
 AA1682  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA1682
 AA1682                         *CURRENT SURVEY CONTROL
 AA1682  ______________________________________________________________________
 AA1682* NAD 83(1986) POSITION- 24 39 45.     (N) 081 27 50.     (W)   SCALED
 AA1682* NAVD 88 ORTHO HEIGHT -     4.699 (meters)       15.42  (feet) ADJUSTED
 AA1682  ______________________________________________________________________
 AA1682  GEOID HEIGHT    -        -21.772 (meters)                     GEOID18
 AA1682  DYNAMIC HEIGHT  -          4.691 (meters)       15.39  (feet) COMP
 AA1682  MODELED GRAVITY -    978,967.9   (mgal)                       NAVD 88
 AA1682
 AA1682  VERT ORDER      -  FIRST     CLASS II
 AA1682
 AA1682.The horizontal coordinates were scaled from a map and have
 AA1682.an estimated accuracy of +/- 6 seconds.
 AA1682
 AA1682.The orthometric height was determined by differential leveling and
 AA1682.adjusted by the NATIONAL GEODETIC SURVEY
 AA1682.in May 1994.
 AA1682
 AA1682.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1682.GEOID18 height accuracy estimate available here.
 AA1682
 AA1682.Click photographs - Photos may exist for this station.
 AA1682
 AA1682.The dynamic height is computed by dividing the NAVD 88
 AA1682.geopotential number by the normal gravity value computed on the
 AA1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1682.degrees latitude (g = 980.6199 gals.).
 AA1682
 AA1682.The modeled gravity was interpolated from observed gravity values.
 AA1682
 AA1682;                    North         East    Units  Estimated Accuracy
 AA1682;SPC FL E     -    36,540.      153,050.      MT  (+/- 180 meters Scaled)
 AA1682
 AA1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH530276(NAD 83)
 AA1682
 AA1682                          SUPERSEDED SURVEY CONTROL
 AA1682
 AA1682  NGVD 29 (09/01/92)    5.115  (m)           16.78   (f) ADJUSTED    1 2
 AA1682
 AA1682.Superseded values are not recommended for survey control.
 AA1682
 AA1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1682.See file dsdata.pdf to determine how the superseded data were derived.
 AA1682
 AA1682_MARKER: DJ = TIDAL STATION DISK
 AA1682_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1682_SP_SET: BRIDGE
 AA1682_STAMPING: 4292 G 1988
 AA1682_MARK LOGO: NOS
 AA1682_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1682+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2001
 AA1682
 AA1682  HISTORY     - Date     Condition        Report By
 AA1682  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1682  HISTORY     - 20010629 GOOD             USPSQD
 AA1682
 AA1682                          STATION DESCRIPTION
 AA1682
 AA1682'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1682'TO REACH THE MARK FROM THE POST OFFICE IN SUMMERLAND KEY, GO WEST ON
 AA1682'U.S. HIGHWAY 1 FOR 1.1 MI (1.8 KM) TO THE MARK ON THE EAST END OF
 AA1682'THE BRIDGE OVER KEMP CHANNEL, SET IN THE BASE OF THE CONCRETE
 AA1682'GUARDRAIL IN THE OLD BRIDGE MARKED 1943.  LOCATED 76.8 FT (23.4 M)
 AA1682'SOUTHWEST OF BENCHMARK 4292 F, 16.91 FT (5.15 M) FROM THE EASTERLY
 AA1682'END OF THE OLD BRIDGE AND 3.0 FT (0.9 M) EAST OF THE BEGINING OF A
 AA1682'FISHING PIER THAT PROJECTS WEST FROM THE EAST END OF THE OLD BRIDGE.
 AA1682
 AA1682                          STATION RECOVERY (2001)
 AA1682
 AA1682'RECOVERY NOTE BY US POWER SQUADRON 2001 (DD)
 AA1682'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0179 ***********************************************************************
 AA0179  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0179  DESIGNATION -  872 4292 TIDAL 1
 AA0179  PID         -  AA0179
 AA0179  STATE/COUNTY-  FL/MONROE
 AA0179  COUNTRY     -  US
 AA0179  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0179
 AA0179                         *CURRENT SURVEY CONTROL
 AA0179  ______________________________________________________________________
 AA0179* NAD 83(1986) POSITION- 24 39 45.     (N) 081 28 01.     (W)   SCALED
 AA0179* NAVD 88 ORTHO HEIGHT -     0.574 (meters)        1.88  (feet) ADJUSTED
 AA0179  ______________________________________________________________________
 AA0179  GEOID HEIGHT    -        -21.769 (meters)                     GEOID18
 AA0179  DYNAMIC HEIGHT  -          0.573 (meters)        1.88  (feet) COMP
 AA0179  MODELED GRAVITY -    978,967.9   (mgal)                       NAVD 88
 AA0179
 AA0179  VERT ORDER      -  FIRST     CLASS II
 AA0179
 AA0179.The horizontal coordinates were scaled from a map and have
 AA0179.an estimated accuracy of +/- 6 seconds.
 AA0179
 AA0179.The orthometric height was determined by differential leveling and
 AA0179.adjusted by the NATIONAL GEODETIC SURVEY
 AA0179.in June 1991.
 AA0179
 AA0179.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0179.GEOID18 height accuracy estimate available here.
 AA0179
 AA0179.This Tidal Bench Mark is designated as VM 6902
 AA0179.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0179
 AA0179.Click photographs - Photos may exist for this station.
 AA0179
 AA0179.The dynamic height is computed by dividing the NAVD 88
 AA0179.geopotential number by the normal gravity value computed on the
 AA0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0179.degrees latitude (g = 980.6199 gals.).
 AA0179
 AA0179.The modeled gravity was interpolated from observed gravity values.
 AA0179
 AA0179;                    North         East    Units  Estimated Accuracy
 AA0179;SPC FL E     -    36,540.      152,740.      MT  (+/- 180 meters Scaled)
 AA0179
 AA0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH527276(NAD 83)
 AA0179
 AA0179                          SUPERSEDED SURVEY CONTROL
 AA0179
 AA0179  NGVD 29 (??/??/92)    0.991  (m)            3.25   (f) SUPERSEDED  1 2
 AA0179  NGVD 29 (09/01/92)    0.991  (m)            3.25   (f) ADJUSTED    1 2
 AA0179
 AA0179.Superseded values are not recommended for survey control.
 AA0179
 AA0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0179.See file dsdata.pdf to determine how the superseded data were derived.
 AA0179
 AA0179_MARKER: DB = BENCH MARK DISK
 AA0179_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0179_SP_SET: KEMP CHANNEL VIADUCT
 AA0179_STAMPING: NO 1 1937
 AA0179_MARK LOGO: CGS
 AA0179_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0179
 AA0179  HISTORY     - Date     Condition        Report By
 AA0179  HISTORY     - 1937     MONUMENTED       CGS
 AA0179  HISTORY     - 1966     GOOD             CGS
 AA0179  HISTORY     - 1978     GOOD             NGS
 AA0179  HISTORY     - 1982     GOOD             FLDNR
 AA0179
 AA0179                          STATION DESCRIPTION
 AA0179
 AA0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0179'22.6 MI NE FROM KEY WEST.
 AA0179'ABOUT 22.65 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE
 AA0179'CATHOLIC CHURCH AT KEY WEST, ON CUDJOE KEY, SET ON THE TOP OF THE
 AA0179'SOUTH CONCRETE WING WALL AT THE WEST END OF THE KEMP CHANNEL
 AA0179'VIADUCT (BRIDGE NO. 10 A) 65.5 FEET SOUTH OF THE CENTER LINE OF
 AA0179'THE HIGHWAY, 9 FEET EAST OF THE WEST END OF THE EAST-WEST PART
 AA0179'OF THE WING WALL, 55.5 FEET SOUTHWEST OF TIDAL BENCH MARK 2
 AA0179'DESCRIBED, AND ABOUT 10 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0179
 AA0179                          STATION RECOVERY (1978)
 AA0179
 AA0179'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0179'RECOVERED IN GOOD CONDITION.
 AA0179
 AA0179                          STATION RECOVERY (1982)
 AA0179
 AA0179'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0179'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AA0179'THAT A NEW BRIDGE HAS BEEN BUILT AND THE OLD BRIDGE IS NOW
 AA0179'USED AS A FISHING PIER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0178 ***********************************************************************
 AA0178  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0178  DESIGNATION -  872 4292 TIDAL 2
 AA0178  PID         -  AA0178
 AA0178  STATE/COUNTY-  FL/MONROE
 AA0178  COUNTRY     -  US
 AA0178  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0178
 AA0178                         *CURRENT SURVEY CONTROL
 AA0178  ______________________________________________________________________
 AA0178* NAD 83(1986) POSITION- 24 39 45.     (N) 081 28 01.     (W)   SCALED
 AA0178* NAVD 88 ORTHO HEIGHT -     3.392 (meters)       11.13  (feet) ADJUSTED
 AA0178  ______________________________________________________________________
 AA0178  GEOID HEIGHT    -        -21.769 (meters)                     GEOID18
 AA0178  DYNAMIC HEIGHT  -          3.387 (meters)       11.11  (feet) COMP
 AA0178  MODELED GRAVITY -    978,967.9   (mgal)                       NAVD 88
 AA0178
 AA0178  VERT ORDER      -  FIRST     CLASS II
 AA0178
 AA0178.The horizontal coordinates were scaled from a map and have
 AA0178.an estimated accuracy of +/- 6 seconds.
 AA0178
 AA0178.The orthometric height was determined by differential leveling and
 AA0178.adjusted by the NATIONAL GEODETIC SURVEY
 AA0178.in June 1991.
 AA0178
 AA0178.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0178.GEOID18 height accuracy estimate available here.
 AA0178
 AA0178.This Tidal Bench Mark is designated as VM 6903
 AA0178.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0178
 AA0178.Click photographs - Photos may exist for this station.
 AA0178
 AA0178.The dynamic height is computed by dividing the NAVD 88
 AA0178.geopotential number by the normal gravity value computed on the
 AA0178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0178.degrees latitude (g = 980.6199 gals.).
 AA0178
 AA0178.The modeled gravity was interpolated from observed gravity values.
 AA0178
 AA0178;                    North         East    Units  Estimated Accuracy
 AA0178;SPC FL E     -    36,540.      152,740.      MT  (+/- 180 meters Scaled)
 AA0178
 AA0178_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH527276(NAD 83)
 AA0178
 AA0178                          SUPERSEDED SURVEY CONTROL
 AA0178
 AA0178  NGVD 29 (??/??/92)    3.808  (m)           12.49   (f) SUPERSEDED  1 2
 AA0178  NGVD 29 (09/01/92)    3.808  (m)           12.49   (f) ADJUSTED    1 2
 AA0178
 AA0178.Superseded values are not recommended for survey control.
 AA0178
 AA0178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0178.See file dsdata.pdf to determine how the superseded data were derived.
 AA0178
 AA0178_MARKER: DB = BENCH MARK DISK
 AA0178_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0178_SP_SET: KEMP CHANNEL VIADUCT
 AA0178_STAMPING: NO 2 1937
 AA0178_MARK LOGO: CGS
 AA0178_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0178
 AA0178  HISTORY     - Date     Condition        Report By
 AA0178  HISTORY     - 1937     MONUMENTED       CGS
 AA0178  HISTORY     - 1966     GOOD             CGS
 AA0178  HISTORY     - 1978     GOOD             NGS
 AA0178  HISTORY     - 1982     GOOD             FLDNR
 AA0178
 AA0178                          STATION DESCRIPTION
 AA0178
 AA0178'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0178'22.6 MI NE FROM KEY WEST.
 AA0178'ABOUT 22.65 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE
 AA0178'CATHOLIC CHURCH AT KEY WEST, ON CUDJOE KEY, SET ON THE TOP OF
 AA0178'THE SOUTH CONCRETE WING WALL AT THE WEST END OF THE KEMP CHANNEL
 AA0178'VIADUCT (BRIDGE NO. 10 A), 16.5 FEET SOUTH OF THE CENTER LINE OF
 AA0178'THE HIGHWAY, AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0178'NOTE--MARK IS UNDER WOODEN CATWALK FOR BRIDGE AND A WOODEN
 AA0178'BOARD HAS TO BE REMOVED TO HOLD ROD ON MARK.
 AA0178
 AA0178                          STATION RECOVERY (1978)
 AA0178
 AA0178'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0178'RECOVERED IN GOOD CONDITION.
 AA0178
 AA0178                          STATION RECOVERY (1982)
 AA0178
 AA0178'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0178'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AA0178'A NEW BRIDGE HAS BEEN BUILT AND THE OLD BRIDGE IS NOW USED AS
 AA0178'A FISHING PIER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0180 ***********************************************************************
 AA0180  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0180  DESIGNATION -  872 4292 TIDAL 3
 AA0180  PID         -  AA0180
 AA0180  STATE/COUNTY-  FL/MONROE
 AA0180  COUNTRY     -  US
 AA0180  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0180
 AA0180                         *CURRENT SURVEY CONTROL
 AA0180  ______________________________________________________________________
 AA0180* NAD 83(1986) POSITION- 24 39 46.     (N) 081 28 02.     (W)   SCALED
 AA0180* NAVD 88 ORTHO HEIGHT -     2.824 (meters)        9.27  (feet) ADJUSTED
 AA0180  ______________________________________________________________________
 AA0180  GEOID HEIGHT    -        -21.768 (meters)                     GEOID18
 AA0180  DYNAMIC HEIGHT  -          2.819 (meters)        9.25  (feet) COMP
 AA0180  MODELED GRAVITY -    978,968.0   (mgal)                       NAVD 88
 AA0180
 AA0180  VERT ORDER      -  FIRST     CLASS II
 AA0180
 AA0180.The horizontal coordinates were scaled from a map and have
 AA0180.an estimated accuracy of +/- 6 seconds.
 AA0180
 AA0180.The orthometric height was determined by differential leveling and
 AA0180.adjusted by the NATIONAL GEODETIC SURVEY
 AA0180.in June 1991.
 AA0180
 AA0180.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0180.GEOID18 height accuracy estimate available here.
 AA0180
 AA0180.This Tidal Bench Mark is designated as VM 6904
 AA0180.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0180
 AA0180.Click photographs - Photos may exist for this station.
 AA0180
 AA0180.The dynamic height is computed by dividing the NAVD 88
 AA0180.geopotential number by the normal gravity value computed on the
 AA0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0180.degrees latitude (g = 980.6199 gals.).
 AA0180
 AA0180.The modeled gravity was interpolated from observed gravity values.
 AA0180
 AA0180;                    North         East    Units  Estimated Accuracy
 AA0180;SPC FL E     -    36,570.      152,710.      MT  (+/- 180 meters Scaled)
 AA0180
 AA0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH527276(NAD 83)
 AA0180
 AA0180                          SUPERSEDED SURVEY CONTROL
 AA0180
 AA0180  NGVD 29 (??/??/92)    3.240  (m)           10.63   (f) SUPERSEDED  1 2
 AA0180  NGVD 29 (09/01/92)    3.240  (m)           10.63   (f) ADJUSTED    1 2
 AA0180
 AA0180.Superseded values are not recommended for survey control.
 AA0180
 AA0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0180.See file dsdata.pdf to determine how the superseded data were derived.
 AA0180
 AA0180_MARKER: DB = BENCH MARK DISK
 AA0180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0180_SP_SET: KEMP CHANNEL VIADUCT
 AA0180_STAMPING: NO 3 1937
 AA0180_MARK LOGO: CGS
 AA0180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0180+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2002
 AA0180
 AA0180  HISTORY     - Date     Condition        Report By
 AA0180  HISTORY     - 1937     MONUMENTED       CGS
 AA0180  HISTORY     - 1966     GOOD             CGS
 AA0180  HISTORY     - 1978     GOOD             NGS
 AA0180  HISTORY     - 1982     GOOD             FLDNR
 AA0180  HISTORY     - 20020305 GOOD             USPSQD
 AA0180
 AA0180                          STATION DESCRIPTION
 AA0180
 AA0180'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0180'22.6 MI NE FROM KEY WEST.
 AA0180'ABOUT 22.65 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE
 AA0180'CATHOLIC CHURCH AT KEY WEST, ON CUDJOE KEY, SET ON THE TOP OF THE
 AA0180'NORTH CONCRETE WING WALL AND AT THE WEST END OF THE KEMP CHANNEL
 AA0180'VIADUCT (BRIDGE NO. 10 A), 26 FEET NORTH OF THE CENTER LINE OF
 AA0180'THE HIGHWAY AND 4 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AA0180
 AA0180                          STATION RECOVERY (1978)
 AA0180
 AA0180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0180'RECOVERED IN GOOD CONDITION.
 AA0180
 AA0180                          STATION RECOVERY (1982)
 AA0180
 AA0180'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0180'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AA0180'THAT A NEW BRIDGE HAS BEEN BUILT AND THE OLD BRIDGE IS
 AA0180'NOW USED AS A FISHING PIER.
 AA0180
 AA0180                          STATION RECOVERY (2002)
 AA0180
 AA0180'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAD)
 AA0180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0985 ***********************************************************************
 AA0985  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0985  DESIGNATION -  872 4305 TIDAL 1
 AA0985  PID         -  AA0985
 AA0985  STATE/COUNTY-  FL/MONROE
 AA0985  COUNTRY     -  US
 AA0985  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0985
 AA0985                         *CURRENT SURVEY CONTROL
 AA0985  ______________________________________________________________________
 AA0985* NAD 83(1986) POSITION- 24 41 11.     (N) 081 29 06.     (W)   SCALED
 AA0985* NAVD 88 ORTHO HEIGHT -     0.280 (meters)        0.92  (feet) ADJUSTED
 AA0985  ______________________________________________________________________
 AA0985  GEOID HEIGHT    -        -21.713 (meters)                     GEOID18
 AA0985  DYNAMIC HEIGHT  -          0.280 (meters)        0.92  (feet) COMP
 AA0985  MODELED GRAVITY -    978,970.3   (mgal)                       NAVD 88
 AA0985
 AA0985  VERT ORDER      -  SECOND    CLASS I
 AA0985
 AA0985.The horizontal coordinates were scaled from a map and have
 AA0985.an estimated accuracy of +/- 6 seconds.
 AA0985
 AA0985.The orthometric height was determined by differential leveling and
 AA0985.adjusted by the NATIONAL GEODETIC SURVEY
 AA0985.in June 1991.
 AA0985
 AA0985.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0985.GEOID18 height accuracy estimate available here.
 AA0985
 AA0985.This Tidal Bench Mark is designated as VM 6919
 AA0985.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0985
 AA0985.Click photographs - Photos may exist for this station.
 AA0985
 AA0985.The dynamic height is computed by dividing the NAVD 88
 AA0985.geopotential number by the normal gravity value computed on the
 AA0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0985.degrees latitude (g = 980.6199 gals.).
 AA0985
 AA0985.The modeled gravity was interpolated from observed gravity values.
 AA0985
 AA0985;                    North         East    Units  Estimated Accuracy
 AA0985;SPC FL E     -    39,190.      150,920.      MT  (+/- 180 meters Scaled)
 AA0985
 AA0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH509303(NAD 83)
 AA0985
 AA0985                          SUPERSEDED SURVEY CONTROL
 AA0985
 AA0985.No superseded survey control is available for this station.
 AA0985
 AA0985_MARKER: DJ = TIDAL STATION DISK
 AA0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0985_STAMPING: NO 1 1973
 AA0985_MARK LOGO: NOS
 AA0985_PROJECTION: PROJECTING 8 CENTIMETERS
 AA0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0985+STABILITY: SURFACE MOTION
 AA0985
 AA0985  HISTORY     - Date     Condition        Report By
 AA0985  HISTORY     - 1973     MONUMENTED       NOS
 AA0985  HISTORY     - 1982     GOOD             FLDNR
 AA0985
 AA0985                          STATION DESCRIPTION
 AA0985
 AA0985'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0985'4.0 MI WEST FROM SUMMERLAND KEY.
 AA0985'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.05 MILES WEST
 AA0985'ON U.S. HIGHWAY 1 TO THE JUNCTION OF CUTTHROAT DRIVE (0.75
 AA0985'MILE WEST OF THE BRIDGE OVER KEMP CHANNEL), GO 0.25 MILE NORTH
 AA0985'ON CUTTHROAT DRIVE TO A 90-DEGREE RIGHT TURN AND A FENCE GATE
 AA0985'TO A DIM ROAD CONTINUING STRAIGHT, GO 0.2 MILE NORTH ON THE DIM
 AA0985'ROAD TO ITS END AT A DIRT ROAD, GO 0.8 MILE NORTHERLY ON THE DIRT
 AA0985'ROAD TO A CROSSROAD, CONTINUE STRAIGHT ON THE DIRT ROAD FOR 0.6
 AA0985'MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.05 MILE TO A CROSSROAD,
 AA0985'GO RIGHT 0.05 MILE TO A NARROW CANAL AND THE MARK VICINITY.  THE
 AA0985'MARK BEARS 24.6 FEET SOUTHWEST OF THE SHORELINE AND 13 FEET
 AA0985'NORTHWEST OF THE CANAL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0984 ***********************************************************************
 AA0984  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0984  DESIGNATION -  872 4305 TIDAL 2
 AA0984  PID         -  AA0984
 AA0984  STATE/COUNTY-  FL/MONROE
 AA0984  COUNTRY     -  US
 AA0984  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0984
 AA0984                         *CURRENT SURVEY CONTROL
 AA0984  ______________________________________________________________________
 AA0984* NAD 83(1986) POSITION- 24 41 11.     (N) 081 29 06.     (W)   SCALED
 AA0984* NAVD 88 ORTHO HEIGHT -     0.459 (meters)        1.51  (feet) ADJUSTED
 AA0984  ______________________________________________________________________
 AA0984  GEOID HEIGHT    -        -21.713 (meters)                     GEOID18
 AA0984  DYNAMIC HEIGHT  -          0.459 (meters)        1.51  (feet) COMP
 AA0984  MODELED GRAVITY -    978,970.3   (mgal)                       NAVD 88
 AA0984
 AA0984  VERT ORDER      -  SECOND    CLASS I
 AA0984
 AA0984.The horizontal coordinates were scaled from a map and have
 AA0984.an estimated accuracy of +/- 6 seconds.
 AA0984
 AA0984.The orthometric height was determined by differential leveling and
 AA0984.adjusted by the NATIONAL GEODETIC SURVEY
 AA0984.in June 1991.
 AA0984
 AA0984.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0984.GEOID18 height accuracy estimate available here.
 AA0984
 AA0984.This Tidal Bench Mark is designated as VM 6920
 AA0984.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0984
 AA0984.Click photographs - Photos may exist for this station.
 AA0984
 AA0984.The dynamic height is computed by dividing the NAVD 88
 AA0984.geopotential number by the normal gravity value computed on the
 AA0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0984.degrees latitude (g = 980.6199 gals.).
 AA0984
 AA0984.The modeled gravity was interpolated from observed gravity values.
 AA0984
 AA0984;                    North         East    Units  Estimated Accuracy
 AA0984;SPC FL E     -    39,190.      150,920.      MT  (+/- 180 meters Scaled)
 AA0984
 AA0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH509303(NAD 83)
 AA0984
 AA0984                          SUPERSEDED SURVEY CONTROL
 AA0984
 AA0984.No superseded survey control is available for this station.
 AA0984
 AA0984_MARKER: DJ = TIDAL STATION DISK
 AA0984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0984_STAMPING: NO 2 1973
 AA0984_MARK LOGO: NOS
 AA0984_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0984+STABILITY: SURFACE MOTION
 AA0984
 AA0984  HISTORY     - Date     Condition        Report By
 AA0984  HISTORY     - 1973     MONUMENTED       NOS
 AA0984  HISTORY     - 1982     GOOD             FLDNR
 AA0984
 AA0984                          STATION DESCRIPTION
 AA0984
 AA0984'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0984'4.0 MI WEST FROM SUMMERLAND KEY.
 AA0984'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.05 MILES WEST
 AA0984'ON U.S. HIGHWAY 1 TO THE JUNCTION OF CUTTHROAT DRIVE (0.75
 AA0984'MILE WEST OF THE BRIDGE OVER KEMP CHANNEL), GO 0.25 MILE NORTH
 AA0984'ON CUTTHROAT DRIVE TO A 90-DEGREE RIGHT TURN AND A FENCE GATE
 AA0984'TO A DIM ROAD CONTINUING STRAIGHT, GO 0.2 MILE NORTH ON THE DIM
 AA0984'ROAD TO ITS END AT A DIRT ROAD, GO 0.8 MILE NORTHERLY ON THE
 AA0984'DIRT ROAD TO A CROSSROAD, CONTINUE STRAIGHT ON THE DIRT ROAD
 AA0984'FOR 0.6 MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.05 MILE TO A
 AA0984'CROSSROAD, GO RIGHT 0.05 MILE TO A NARROW CANAL AND THE MARK
 AA0984'VICINITY.  THE MARK BEARS 101.2 FEET SOUTHWEST OF THE SHORELINE
 AA0984'AND 7 FEET NORTHWEST OF THE CANAL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0983 ***********************************************************************
 AA0983  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0983  DESIGNATION -  872 4305 TIDAL 3
 AA0983  PID         -  AA0983
 AA0983  STATE/COUNTY-  FL/MONROE
 AA0983  COUNTRY     -  US
 AA0983  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0983
 AA0983                         *CURRENT SURVEY CONTROL
 AA0983  ______________________________________________________________________
 AA0983* NAD 83(1986) POSITION- 24 41 11.     (N) 081 29 06.     (W)   SCALED
 AA0983* NAVD 88 ORTHO HEIGHT -     0.394 (meters)        1.29  (feet) ADJUSTED
 AA0983  ______________________________________________________________________
 AA0983  GEOID HEIGHT    -        -21.713 (meters)                     GEOID18
 AA0983  DYNAMIC HEIGHT  -          0.393 (meters)        1.29  (feet) COMP
 AA0983  MODELED GRAVITY -    978,970.3   (mgal)                       NAVD 88
 AA0983
 AA0983  VERT ORDER      -  SECOND    CLASS I
 AA0983
 AA0983.The horizontal coordinates were scaled from a map and have
 AA0983.an estimated accuracy of +/- 6 seconds.
 AA0983
 AA0983.The orthometric height was determined by differential leveling and
 AA0983.adjusted by the NATIONAL GEODETIC SURVEY
 AA0983.in June 1991.
 AA0983
 AA0983.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0983.GEOID18 height accuracy estimate available here.
 AA0983
 AA0983.This Tidal Bench Mark is designated as VM 6921
 AA0983.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0983
 AA0983.Click photographs - Photos may exist for this station.
 AA0983
 AA0983.The dynamic height is computed by dividing the NAVD 88
 AA0983.geopotential number by the normal gravity value computed on the
 AA0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0983.degrees latitude (g = 980.6199 gals.).
 AA0983
 AA0983.The modeled gravity was interpolated from observed gravity values.
 AA0983
 AA0983;                    North         East    Units  Estimated Accuracy
 AA0983;SPC FL E     -    39,190.      150,920.      MT  (+/- 180 meters Scaled)
 AA0983
 AA0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH509303(NAD 83)
 AA0983
 AA0983                          SUPERSEDED SURVEY CONTROL
 AA0983
 AA0983.No superseded survey control is available for this station.
 AA0983
 AA0983_MARKER: DJ = TIDAL STATION DISK
 AA0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0983_STAMPING: NO 3 1973
 AA0983_MARK LOGO: NOS
 AA0983_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0983+STABILITY: SURFACE MOTION
 AA0983
 AA0983  HISTORY     - Date     Condition        Report By
 AA0983  HISTORY     - 1973     MONUMENTED       NOS
 AA0983  HISTORY     - 1982     GOOD             FLDNR
 AA0983
 AA0983                          STATION DESCRIPTION
 AA0983
 AA0983'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0983'4.0 MI WEST FROM SUMMERLAND KEY.
 AA0983'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.05 MILES WEST
 AA0983'ON U.S. HIGHWAY 1 TO THE JUNCTION OF CUTTHROAT DRIVE (0.75
 AA0983'MILE WEST OF THE BRIDGE OVER KEMP CHANNEL), GO 0.25 MILE NORTH
 AA0983'ON CUTTHROAT DRIVE TO A 90-DEGREE RIGHT TURN AND A FENCE GATE
 AA0983'TO A DIM ROAD CONTINUING STRAIGHT, GO 0.2 MILE NORTH ON THE
 AA0983'DIM ROAD TO ITS END AT A DIRT ROAD, GO 0.8 MILE NORTHERLY ON
 AA0983'THE DIRT ROAD TO A CROSSROAD, CONTINUE STRAIGHT ON THE DIRT
 AA0983'ROAD FOR 0.6 MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.05 MILE
 AA0983'TO A CROSSROAD, GO RIGHT 0.05 MILE TO A NARROW CANAL AND THE MARK
 AA0983'VICINITY.  THE MARK BEARS 223 FEET SOUTHWEST OF THE SHORELINE AND
 AA0983'4.2 FEET NORTHWEST OF THE CANAL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0982 ***********************************************************************
 AA0982  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0982  DESIGNATION -  872 4305 TIDAL 4
 AA0982  PID         -  AA0982
 AA0982  STATE/COUNTY-  FL/MONROE
 AA0982  COUNTRY     -  US
 AA0982  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0982
 AA0982                         *CURRENT SURVEY CONTROL
 AA0982  ______________________________________________________________________
 AA0982* NAD 83(1986) POSITION- 24 41 11.     (N) 081 29 06.     (W)   SCALED
 AA0982* NAVD 88 ORTHO HEIGHT -     0.436 (meters)        1.43  (feet) ADJUSTED
 AA0982  ______________________________________________________________________
 AA0982  GEOID HEIGHT    -        -21.713 (meters)                     GEOID18
 AA0982  DYNAMIC HEIGHT  -          0.435 (meters)        1.43  (feet) COMP
 AA0982  MODELED GRAVITY -    978,970.3   (mgal)                       NAVD 88
 AA0982
 AA0982  VERT ORDER      -  SECOND    CLASS I
 AA0982
 AA0982.The horizontal coordinates were scaled from a map and have
 AA0982.an estimated accuracy of +/- 6 seconds.
 AA0982
 AA0982.The orthometric height was determined by differential leveling and
 AA0982.adjusted by the NATIONAL GEODETIC SURVEY
 AA0982.in June 1991.
 AA0982
 AA0982.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0982.GEOID18 height accuracy estimate available here.
 AA0982
 AA0982.This Tidal Bench Mark is designated as VM 6922
 AA0982.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0982
 AA0982.Click photographs - Photos may exist for this station.
 AA0982
 AA0982.The dynamic height is computed by dividing the NAVD 88
 AA0982.geopotential number by the normal gravity value computed on the
 AA0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0982.degrees latitude (g = 980.6199 gals.).
 AA0982
 AA0982.The modeled gravity was interpolated from observed gravity values.
 AA0982
 AA0982;                    North         East    Units  Estimated Accuracy
 AA0982;SPC FL E     -    39,190.      150,920.      MT  (+/- 180 meters Scaled)
 AA0982
 AA0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH509303(NAD 83)
 AA0982
 AA0982                          SUPERSEDED SURVEY CONTROL
 AA0982
 AA0982.No superseded survey control is available for this station.
 AA0982
 AA0982_MARKER: DJ = TIDAL STATION DISK
 AA0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0982_STAMPING: NO 4 1973
 AA0982_MARK LOGO: NOS
 AA0982_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0982+STABILITY: SURFACE MOTION
 AA0982
 AA0982  HISTORY     - Date     Condition        Report By
 AA0982  HISTORY     - 1973     MONUMENTED       NOS
 AA0982  HISTORY     - 1982     GOOD             FLDNR
 AA0982
 AA0982                          STATION DESCRIPTION
 AA0982
 AA0982'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0982'4.0 MI WEST FROM SUMMERLAND KEY.
 AA0982'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.05 MILES WEST
 AA0982'ON U.S. HIGHWAY 1 TO THE JUNCTION OF CUTTHROAT DRIVE (0.75
 AA0982'MILE WEST OF THE BRIDGE OVER KEMP CHANNEL), GO 0.25 MILE NORTH
 AA0982'ON CUTTHROAT DRIVE TO A 90-DEGREE RIGHT TURN AND A FENCE GATE
 AA0982'TO A DIM ROAD CONTINUING STRAIGHT, GO 0.2 MILE NORTH ON THE
 AA0982'DIM ROAD TO ITS END AT A DIRT ROAD, GO 0.8 MILE NORTHERLY ON
 AA0982'THE DIRT ROAD TO A CROSSROAD, CONTINUE STRAIGHT ON THE DIRT ROAD
 AA0982'FOR 0.6 MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.05 MILE TO A
 AA0982'CROSSROAD, GO RIGHT 0.05 MILE TO A NARROW CANAL AND THE MARK
 AA0982'VICINITY.  THE MARK BEARS 315 FEET SOUTHWEST OF THE SHORELINE
 AA0982'AND 12 FEET WEST OF THE SOUTHWEST END OF THE CANAL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0981 ***********************************************************************
 AA0981  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0981  DESIGNATION -  872 4305 TIDAL 5
 AA0981  PID         -  AA0981
 AA0981  STATE/COUNTY-  FL/MONROE
 AA0981  COUNTRY     -  US
 AA0981  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0981
 AA0981                         *CURRENT SURVEY CONTROL
 AA0981  ______________________________________________________________________
 AA0981* NAD 83(1986) POSITION- 24 41 11.     (N) 081 29 06.     (W)   SCALED
 AA0981* NAVD 88 ORTHO HEIGHT -     0.894 (meters)        2.93  (feet) ADJUSTED
 AA0981  ______________________________________________________________________
 AA0981  GEOID HEIGHT    -        -21.713 (meters)                     GEOID18
 AA0981  DYNAMIC HEIGHT  -          0.893 (meters)        2.93  (feet) COMP
 AA0981  MODELED GRAVITY -    978,970.3   (mgal)                       NAVD 88
 AA0981
 AA0981  VERT ORDER      -  SECOND    CLASS I
 AA0981
 AA0981.The horizontal coordinates were scaled from a map and have
 AA0981.an estimated accuracy of +/- 6 seconds.
 AA0981
 AA0981.The orthometric height was determined by differential leveling and
 AA0981.adjusted by the NATIONAL GEODETIC SURVEY
 AA0981.in June 1991.
 AA0981
 AA0981.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0981.GEOID18 height accuracy estimate available here.
 AA0981
 AA0981.This Tidal Bench Mark is designated as VM 6923
 AA0981.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0981
 AA0981.Click photographs - Photos may exist for this station.
 AA0981
 AA0981.The dynamic height is computed by dividing the NAVD 88
 AA0981.geopotential number by the normal gravity value computed on the
 AA0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0981.degrees latitude (g = 980.6199 gals.).
 AA0981
 AA0981.The modeled gravity was interpolated from observed gravity values.
 AA0981
 AA0981;                    North         East    Units  Estimated Accuracy
 AA0981;SPC FL E     -    39,190.      150,920.      MT  (+/- 180 meters Scaled)
 AA0981
 AA0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH509303(NAD 83)
 AA0981
 AA0981                          SUPERSEDED SURVEY CONTROL
 AA0981
 AA0981.No superseded survey control is available for this station.
 AA0981
 AA0981_MARKER: DJ = TIDAL STATION DISK
 AA0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0981_STAMPING: NO 5 1973
 AA0981_MARK LOGO: NOS
 AA0981_PROJECTION: PROJECTING 8 CENTIMETERS
 AA0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0981+STABILITY: SURFACE MOTION
 AA0981
 AA0981  HISTORY     - Date     Condition        Report By
 AA0981  HISTORY     - 1973     MONUMENTED       NOS
 AA0981  HISTORY     - 1982     GOOD             FLDNR
 AA0981
 AA0981                          STATION DESCRIPTION
 AA0981
 AA0981'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0981'4.0 MI WEST FROM SUMMERLAND KEY.
 AA0981'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.05 MILES WEST
 AA0981'ON U.S. HIGHWAY 1 TO THE JUNCTION OF CUTTHROAT DRIVE (0.75
 AA0981'MILE WEST OF THE BRIDGE OVER KEMP CHANNEL), GO 0.25 MILE NORTH
 AA0981'ON CUTTHROAT DRIVE TO A 90-DEGREE RIGHT TURN AND A FENCE GATE
 AA0981'TO A DIM ROAD CONTINUING STRAIGHT, GO 0.2 MILE NORTH ON THE
 AA0981'DIM ROAD TO ITS END AT A DIRT ROAD, GO O.8 MILE NORTHERLY ON
 AA0981'THE DIRT ROAD TO A CROSSROAD, CONTINUE STRAIGHT ON THE DIRT
 AA0981'ROAD FOR 0.6 MILE TO A FORK, TAKE THE RIGHT FORK FOR 0.05
 AA0981'MILE TO A CROSSROAD, GO RIGHT 0.05 MILE TO A NARROW CANAL
 AA0981'AND THE MARK VICINITY.  THE MARK BEARS 489 FEET SOUTHWEST
 AA0981'OF THE SHORELINE, 185 FEET WEST OF THE SOUTHWEST END OF THE
 AA0981'CANAL, AND 7 FEET SOUTH OF THE MAIN TRUNK OF A LARGE BANYAN
 AA0981'TREE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1633 ***********************************************************************
 AA1633  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1633  DESIGNATION -  872 4307 F TIDAL
 AA1633  PID         -  AA1633
 AA1633  STATE/COUNTY-  FL/MONROE
 AA1633  COUNTRY     -  US
 AA1633  USGS QUAD   -  CONTENT KEYS (2018)
 AA1633
 AA1633                         *CURRENT SURVEY CONTROL
 AA1633  ______________________________________________________________________
 AA1633* NAD 83(1986) POSITION- 24 47 25.     (N) 081 28 59.     (W)   SCALED
 AA1633* NAVD 88 ORTHO HEIGHT -     0.330 (meters)        1.08  (feet) ADJUSTED
 AA1633  ______________________________________________________________________
 AA1633  GEOID HEIGHT    -        -21.582 (meters)                     GEOID18
 AA1633  DYNAMIC HEIGHT  -          0.329 (meters)        1.08  (feet) COMP
 AA1633  MODELED GRAVITY -    978,979.8   (mgal)                       NAVD 88
 AA1633
 AA1633  VERT ORDER      -  SECOND    CLASS I
 AA1633
 AA1633.The horizontal coordinates were scaled from a map and have
 AA1633.an estimated accuracy of +/- 6 seconds.
 AA1633
 AA1633.The orthometric height was determined by differential leveling and
 AA1633.adjusted by the NATIONAL GEODETIC SURVEY
 AA1633.in June 1991.
 AA1633
 AA1633.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1633.GEOID18 height accuracy estimate available here.
 AA1633
 AA1633.This Tidal Bench Mark is designated as VM 11333
 AA1633.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1633
 AA1633.Click photographs - Photos may exist for this station.
 AA1633
 AA1633.The dynamic height is computed by dividing the NAVD 88
 AA1633.geopotential number by the normal gravity value computed on the
 AA1633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1633.degrees latitude (g = 980.6199 gals.).
 AA1633
 AA1633.The modeled gravity was interpolated from observed gravity values.
 AA1633
 AA1633;                    North         East    Units  Estimated Accuracy
 AA1633;SPC FL E     -    50,700.      151,160.      MT  (+/- 180 meters Scaled)
 AA1633
 AA1633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH511418(NAD 83)
 AA1633
 AA1633                          SUPERSEDED SURVEY CONTROL
 AA1633
 AA1633.No superseded survey control is available for this station.
 AA1633
 AA1633_MARKER: DJ = TIDAL STATION DISK
 AA1633_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA1633+WITH SETTING: INFORMATION.
 AA1633_STAMPING: 4307 F 1986
 AA1633_MARK LOGO: NOS
 AA1633_PROJECTION: PROJECTING 5 CENTIMETERS
 AA1633_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1633_ROD/PIPE-DEPTH: 2.74 meters
 AA1633
 AA1633  HISTORY     - Date     Condition        Report By
 AA1633  HISTORY     - 1986     MONUMENTED       FLDNR
 AA1633
 AA1633                          STATION DESCRIPTION
 AA1633
 AA1633'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1633'IN CONTENT KEY.
 AA1633'BEGIN AT THE EAST END OF CONTENT KEY.  THE MARK BEARS 60 FEET
 AA1633'SOUTHWEST OF THE NORTHEAST SHORELINE, 46.4 FEET WEST-SOUTHWEST OF NO
 AA1633'3 1970, AND 77.2 FEET WEST OF NO 2 1970.
 AA1633'THE MARK IS 0.9 FT  E FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1634 ***********************************************************************
 AA1634  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1634  DESIGNATION -  872 4307 G TIDAL
 AA1634  PID         -  AA1634
 AA1634  STATE/COUNTY-  FL/MONROE
 AA1634  COUNTRY     -  US
 AA1634  USGS QUAD   -  CONTENT KEYS (2018)
 AA1634
 AA1634                         *CURRENT SURVEY CONTROL
 AA1634  ______________________________________________________________________
 AA1634* NAD 83(1986) POSITION- 24 47 25.     (N) 081 28 59.     (W)   SCALED
 AA1634* NAVD 88 ORTHO HEIGHT -     0.359 (meters)        1.18  (feet) ADJUSTED
 AA1634  ______________________________________________________________________
 AA1634  GEOID HEIGHT    -        -21.582 (meters)                     GEOID18
 AA1634  DYNAMIC HEIGHT  -          0.358 (meters)        1.17  (feet) COMP
 AA1634  MODELED GRAVITY -    978,979.8   (mgal)                       NAVD 88
 AA1634
 AA1634  VERT ORDER      -  SECOND    CLASS I
 AA1634
 AA1634.The horizontal coordinates were scaled from a map and have
 AA1634.an estimated accuracy of +/- 6 seconds.
 AA1634
 AA1634.The orthometric height was determined by differential leveling and
 AA1634.adjusted by the NATIONAL GEODETIC SURVEY
 AA1634.in June 1991.
 AA1634
 AA1634.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1634.GEOID18 height accuracy estimate available here.
 AA1634
 AA1634.This Tidal Bench Mark is designated as VM 11334
 AA1634.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1634
 AA1634.Click photographs - Photos may exist for this station.
 AA1634
 AA1634.The dynamic height is computed by dividing the NAVD 88
 AA1634.geopotential number by the normal gravity value computed on the
 AA1634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1634.degrees latitude (g = 980.6199 gals.).
 AA1634
 AA1634.The modeled gravity was interpolated from observed gravity values.
 AA1634
 AA1634;                    North         East    Units  Estimated Accuracy
 AA1634;SPC FL E     -    50,700.      151,160.      MT  (+/- 180 meters Scaled)
 AA1634
 AA1634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH511418(NAD 83)
 AA1634
 AA1634                          SUPERSEDED SURVEY CONTROL
 AA1634
 AA1634.No superseded survey control is available for this station.
 AA1634
 AA1634_MARKER: DJ = TIDAL STATION DISK
 AA1634_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA1634+WITH SETTING: INFORMATION.
 AA1634_STAMPING: 4307 G 1986
 AA1634_MARK LOGO: NOS
 AA1634_PROJECTION: PROJECTING 5 CENTIMETERS
 AA1634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1634_ROD/PIPE-DEPTH: 2.74 meters
 AA1634
 AA1634  HISTORY     - Date     Condition        Report By
 AA1634  HISTORY     - 1986     MONUMENTED       FLDNR
 AA1634
 AA1634                          STATION DESCRIPTION
 AA1634
 AA1634'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1634'IN CONTENT KEY.
 AA1634'BEGIN AT THE EAST END OF CONTENT KEY.  THE MARK BEARS 53 FEET WEST OF
 AA1634'THE EAST SHORELINE, 39.2 FEET WEST OF NO 1A 1973, AND 18.4 FEET EAST
 AA1634'OF A MULTI-TRUNKED MANGROVE.
 AA1634'THE MARK IS 1.3 FT  E FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1635 ***********************************************************************
 AA1635  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1635  DESIGNATION -  872 4307 H TIDAL
 AA1635  PID         -  AA1635
 AA1635  STATE/COUNTY-  FL/MONROE
 AA1635  COUNTRY     -  US
 AA1635  USGS QUAD   -  CONTENT KEYS (2018)
 AA1635
 AA1635                         *CURRENT SURVEY CONTROL
 AA1635  ______________________________________________________________________
 AA1635* NAD 83(1986) POSITION- 24 47 25.     (N) 081 28 59.     (W)   SCALED
 AA1635* NAVD 88 ORTHO HEIGHT -     0.370 (meters)        1.21  (feet) ADJUSTED
 AA1635  ______________________________________________________________________
 AA1635  GEOID HEIGHT    -        -21.582 (meters)                     GEOID18
 AA1635  DYNAMIC HEIGHT  -          0.369 (meters)        1.21  (feet) COMP
 AA1635  MODELED GRAVITY -    978,979.8   (mgal)                       NAVD 88
 AA1635
 AA1635  VERT ORDER      -  SECOND    CLASS I
 AA1635
 AA1635.The horizontal coordinates were scaled from a map and have
 AA1635.an estimated accuracy of +/- 6 seconds.
 AA1635
 AA1635.The orthometric height was determined by differential leveling and
 AA1635.adjusted by the NATIONAL GEODETIC SURVEY
 AA1635.in June 1991.
 AA1635
 AA1635.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1635.GEOID18 height accuracy estimate available here.
 AA1635
 AA1635.This Tidal Bench Mark is designated as VM 11335
 AA1635.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1635
 AA1635.Click photographs - Photos may exist for this station.
 AA1635
 AA1635.The dynamic height is computed by dividing the NAVD 88
 AA1635.geopotential number by the normal gravity value computed on the
 AA1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1635.degrees latitude (g = 980.6199 gals.).
 AA1635
 AA1635.The modeled gravity was interpolated from observed gravity values.
 AA1635
 AA1635;                    North         East    Units  Estimated Accuracy
 AA1635;SPC FL E     -    50,700.      151,160.      MT  (+/- 180 meters Scaled)
 AA1635
 AA1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH511418(NAD 83)
 AA1635
 AA1635                          SUPERSEDED SURVEY CONTROL
 AA1635
 AA1635.No superseded survey control is available for this station.
 AA1635
 AA1635_MARKER: DD = SURVEY DISK
 AA1635_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AA1635+WITH SETTING: INTO GROUND
 AA1635_STAMPING: 4307 H 1986
 AA1635_MARK LOGO: FLDNR
 AA1635_PROJECTION: RECESSED 5 CENTIMETERS
 AA1635_MAGNETIC: I = MARKER IS A STEEL ROD
 AA1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1635
 AA1635  HISTORY     - Date     Condition        Report By
 AA1635  HISTORY     - 1986     MONUMENTED       FLDNR
 AA1635
 AA1635                          STATION DESCRIPTION
 AA1635
 AA1635'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1635'IN CONTENT KEY.
 AA1635'BEGIN AT THE EAST END OF CONTENT KEY.  THE MARK BEARS 29 FEET WEST OF
 AA1635'THE EAST SHORELINE, 61.2 FEET SOUTH-SOUTHWEST OF NO 1A 1973, AND 55.3
 AA1635'FEET SOUTH-SOUTHEAST OF 4307 G 1986.  A DISK SET ON A 9-FOOT ALUMINUM
 AA1635'POST WITH A BASE PLATE INCASED IN PIPE PROJECTING 2 INCHES ABOVE THE
 AA1635'GROUND.  DISK IS RECESSED 1 INCH BELOW GROUND.
 AA1635'THE MARK IS 1.0 FT  NE FROM A WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1632 ***********************************************************************
 AA1632  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1632  DESIGNATION -  872 4307 TIDAL 1 A
 AA1632  PID         -  AA1632
 AA1632  STATE/COUNTY-  FL/MONROE
 AA1632  COUNTRY     -  US
 AA1632  USGS QUAD   -  CONTENT KEYS (2018)
 AA1632
 AA1632                         *CURRENT SURVEY CONTROL
 AA1632  ______________________________________________________________________
 AA1632* NAD 83(1986) POSITION- 24 47 25.     (N) 081 28 59.     (W)   SCALED
 AA1632* NAVD 88 ORTHO HEIGHT -     0.526 (meters)        1.73  (feet) ADJUSTED
 AA1632  ______________________________________________________________________
 AA1632  GEOID HEIGHT    -        -21.582 (meters)                     GEOID18
 AA1632  DYNAMIC HEIGHT  -          0.525 (meters)        1.72  (feet) COMP
 AA1632  MODELED GRAVITY -    978,979.8   (mgal)                       NAVD 88
 AA1632
 AA1632  VERT ORDER      -  SECOND    CLASS I
 AA1632
 AA1632.The horizontal coordinates were scaled from a map and have
 AA1632.an estimated accuracy of +/- 6 seconds.
 AA1632
 AA1632.The orthometric height was determined by differential leveling and
 AA1632.adjusted by the NATIONAL GEODETIC SURVEY
 AA1632.in June 1991.
 AA1632
 AA1632.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1632.GEOID18 height accuracy estimate available here.
 AA1632
 AA1632.This Tidal Bench Mark is designated as VM 11331
 AA1632.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1632
 AA1632.Click photographs - Photos may exist for this station.
 AA1632
 AA1632.The dynamic height is computed by dividing the NAVD 88
 AA1632.geopotential number by the normal gravity value computed on the
 AA1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1632.degrees latitude (g = 980.6199 gals.).
 AA1632
 AA1632.The modeled gravity was interpolated from observed gravity values.
 AA1632
 AA1632;                    North         East    Units  Estimated Accuracy
 AA1632;SPC FL E     -    50,700.      151,160.      MT  (+/- 180 meters Scaled)
 AA1632
 AA1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH511418(NAD 83)
 AA1632
 AA1632                          SUPERSEDED SURVEY CONTROL
 AA1632
 AA1632.No superseded survey control is available for this station.
 AA1632
 AA1632_MARKER: DJ = TIDAL STATION DISK
 AA1632_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA1632_STAMPING: NO 1A 1973
 AA1632_MARK LOGO: NOS
 AA1632_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1632
 AA1632  HISTORY     - Date     Condition        Report By
 AA1632  HISTORY     - 1973     MONUMENTED       NOS
 AA1632  HISTORY     - 1986     GOOD             FLDNR
 AA1632
 AA1632                          STATION DESCRIPTION
 AA1632
 AA1632'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1632'IN CONTENT KEY.
 AA1632'ON CONTENT KEY, NEAR THE EAST SHORE OF THE KEY, IN A SMALL CLEARING
 AA1632'BETWEEN MANGROVE TREES, 20 FEET WEST OF THE EAST SHORELINE OF THE
 AA1632'KEY, AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0338 ***********************************************************************
 AA0338  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0338  DESIGNATION -  872 4307 TIDAL 2
 AA0338  PID         -  AA0338
 AA0338  STATE/COUNTY-  FL/MONROE
 AA0338  COUNTRY     -  US
 AA0338  USGS QUAD   -  CONTENT KEYS (2018)
 AA0338
 AA0338                         *CURRENT SURVEY CONTROL
 AA0338  ______________________________________________________________________
 AA0338* NAD 83(1986) POSITION- 24 47 25.     (N) 081 28 59.     (W)   SCALED
 AA0338* NAVD 88 ORTHO HEIGHT -     0.920 (meters)        3.02  (feet) ADJUSTED
 AA0338  ______________________________________________________________________
 AA0338  GEOID HEIGHT    -        -21.582 (meters)                     GEOID18
 AA0338  DYNAMIC HEIGHT  -          0.918 (meters)        3.01  (feet) COMP
 AA0338  MODELED GRAVITY -    978,979.8   (mgal)                       NAVD 88
 AA0338
 AA0338  VERT ORDER      -  SECOND    CLASS 0
 AA0338
 AA0338.The horizontal coordinates were scaled from a map and have
 AA0338.an estimated accuracy of +/- 6 seconds.
 AA0338
 AA0338.The orthometric height was determined by differential leveling and
 AA0338.adjusted by the NATIONAL GEODETIC SURVEY
 AA0338.in June 1991.
 AA0338
 AA0338.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0338.GEOID18 height accuracy estimate available here.
 AA0338
 AA0338.This Tidal Bench Mark is designated as VM 11328
 AA0338.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0338
 AA0338.Click photographs - Photos may exist for this station.
 AA0338
 AA0338.The dynamic height is computed by dividing the NAVD 88
 AA0338.geopotential number by the normal gravity value computed on the
 AA0338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0338.degrees latitude (g = 980.6199 gals.).
 AA0338
 AA0338.The modeled gravity was interpolated from observed gravity values.
 AA0338
 AA0338;                    North         East    Units  Estimated Accuracy
 AA0338;SPC FL E     -    50,700.      151,160.      MT  (+/- 180 meters Scaled)
 AA0338
 AA0338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH511418(NAD 83)
 AA0338
 AA0338                          SUPERSEDED SURVEY CONTROL
 AA0338
 AA0338  NGVD 29 (??/??/92)    1.340  (m)            4.40   (f) ADJ UNCH    2 0
 AA0338
 AA0338.Superseded values are not recommended for survey control.
 AA0338
 AA0338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0338.See file dsdata.pdf to determine how the superseded data were derived.
 AA0338
 AA0338_MARKER: DB = BENCH MARK DISK
 AA0338_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA0338_STAMPING: NO 2 1970
 AA0338_MARK LOGO: CGS
 AA0338_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA0338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0338
 AA0338  HISTORY     - Date     Condition        Report By
 AA0338  HISTORY     - 1970     MONUMENTED       NOS
 AA0338  HISTORY     - 1971     GOOD             NGS
 AA0338  HISTORY     - 1986     GOOD             FLDNR
 AA0338
 AA0338                          STATION DESCRIPTION
 AA0338
 AA0338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AA0338'AT CONTENT KEY.
 AA0338'ON CONTENT KEY, NEAR THE EAST SHORE OF THE KEY, AT A SMALL
 AA0338'CLEARING, 49.4 FEET NORTH OF BENCH MARK NO. 1 DESCRIBED, 39.3
 AA0338'FEET EAST OF BENCH MARK NO. 3 DESCRIBED, 16 FEET WEST OF THE
 AA0338'EAST SHORE OF THE KEY, 1 FOOT EAST OF A METAL WITNESS POST,
 AA0338'ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 AA0338
 AA0338                          STATION RECOVERY (1986)
 AA0338
 AA0338'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0339 ***********************************************************************
 AA0339  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0339  DESIGNATION -  872 4307 TIDAL 3
 AA0339  PID         -  AA0339
 AA0339  STATE/COUNTY-  FL/MONROE
 AA0339  COUNTRY     -  US
 AA0339  USGS QUAD   -  CONTENT KEYS (2018)
 AA0339
 AA0339                         *CURRENT SURVEY CONTROL
 AA0339  ______________________________________________________________________
 AA0339* NAD 83(1986) POSITION- 24 47 25.     (N) 081 28 59.     (W)   SCALED
 AA0339* NAVD 88 ORTHO HEIGHT -     0.852 (meters)        2.80  (feet) ADJUSTED
 AA0339  ______________________________________________________________________
 AA0339  GEOID HEIGHT    -        -21.582 (meters)                     GEOID18
 AA0339  DYNAMIC HEIGHT  -          0.850 (meters)        2.79  (feet) COMP
 AA0339  MODELED GRAVITY -    978,979.8   (mgal)                       NAVD 88
 AA0339
 AA0339  VERT ORDER      -  SECOND    CLASS 0
 AA0339
 AA0339.The horizontal coordinates were scaled from a map and have
 AA0339.an estimated accuracy of +/- 6 seconds.
 AA0339
 AA0339.The orthometric height was determined by differential leveling and
 AA0339.adjusted by the NATIONAL GEODETIC SURVEY
 AA0339.in June 1991.
 AA0339
 AA0339.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0339.GEOID18 height accuracy estimate available here.
 AA0339
 AA0339.This Tidal Bench Mark is designated as VM 11329
 AA0339.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0339
 AA0339.Click photographs - Photos may exist for this station.
 AA0339
 AA0339.The dynamic height is computed by dividing the NAVD 88
 AA0339.geopotential number by the normal gravity value computed on the
 AA0339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0339.degrees latitude (g = 980.6199 gals.).
 AA0339
 AA0339.The modeled gravity was interpolated from observed gravity values.
 AA0339
 AA0339;                    North         East    Units  Estimated Accuracy
 AA0339;SPC FL E     -    50,700.      151,160.      MT  (+/- 180 meters Scaled)
 AA0339
 AA0339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH511418(NAD 83)
 AA0339
 AA0339                          SUPERSEDED SURVEY CONTROL
 AA0339
 AA0339  NGVD 29 (??/??/92)    1.270  (m)            4.17   (f) ADJ UNCH    2 0
 AA0339
 AA0339.Superseded values are not recommended for survey control.
 AA0339
 AA0339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0339.See file dsdata.pdf to determine how the superseded data were derived.
 AA0339
 AA0339_MARKER: DB = BENCH MARK DISK
 AA0339_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA0339_STAMPING: NO 3 1970
 AA0339_MARK LOGO: CGS
 AA0339_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA0339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0339
 AA0339  HISTORY     - Date     Condition        Report By
 AA0339  HISTORY     - 1970     MONUMENTED       NOS
 AA0339  HISTORY     - 1971     GOOD             NGS
 AA0339  HISTORY     - 1986     GOOD             FLDNR
 AA0339
 AA0339                          STATION DESCRIPTION
 AA0339
 AA0339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AA0339'AT CONTENT KEY.
 AA0339'ON CONTENT KEY, NEAR THE EAST SHORE OF THE KEY, AT A SMALL
 AA0339'CLEARING, 39.3 FEET WEST OF BENCH MARK NO. 2 DESCRIBED, 36.0 FEET
 AA0339'SOUTH OF BENCH MARK NO. 4 DESCRIBED, 50 FEET WEST OF WATER
 AA0339'LINE, 1 FOOT EAST OF A METAL WITNESS POST, ABOUT 1.2 FEET ABOVE
 AA0339'THE LEVEL OF THE GROUND.
 AA0339
 AA0339                          STATION RECOVERY (1986)
 AA0339
 AA0339'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0339'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1631 ***********************************************************************
 AA1631  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1631  DESIGNATION -  872 4307 TIDAL 4 A
 AA1631  PID         -  AA1631
 AA1631  STATE/COUNTY-  FL/MONROE
 AA1631  COUNTRY     -  US
 AA1631  USGS QUAD   -  CONTENT KEYS (2018)
 AA1631
 AA1631                         *CURRENT SURVEY CONTROL
 AA1631  ______________________________________________________________________
 AA1631* NAD 83(1986) POSITION- 24 47 25.     (N) 081 28 59.     (W)   SCALED
 AA1631* NAVD 88 ORTHO HEIGHT -     0.988 (meters)        3.24  (feet) ADJUSTED
 AA1631  ______________________________________________________________________
 AA1631  GEOID HEIGHT    -        -21.582 (meters)                     GEOID18
 AA1631  DYNAMIC HEIGHT  -          0.986 (meters)        3.23  (feet) COMP
 AA1631  MODELED GRAVITY -    978,979.8   (mgal)                       NAVD 88
 AA1631
 AA1631  VERT ORDER      -  SECOND    CLASS I
 AA1631
 AA1631.The horizontal coordinates were scaled from a map and have
 AA1631.an estimated accuracy of +/- 6 seconds.
 AA1631
 AA1631.The orthometric height was determined by differential leveling and
 AA1631.adjusted by the NATIONAL GEODETIC SURVEY
 AA1631.in June 1991.
 AA1631
 AA1631.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1631.GEOID18 height accuracy estimate available here.
 AA1631
 AA1631.This Tidal Bench Mark is designated as VM 11332
 AA1631.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1631
 AA1631.Click photographs - Photos may exist for this station.
 AA1631
 AA1631.The dynamic height is computed by dividing the NAVD 88
 AA1631.geopotential number by the normal gravity value computed on the
 AA1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1631.degrees latitude (g = 980.6199 gals.).
 AA1631
 AA1631.The modeled gravity was interpolated from observed gravity values.
 AA1631
 AA1631;                    North         East    Units  Estimated Accuracy
 AA1631;SPC FL E     -    50,700.      151,160.      MT  (+/- 180 meters Scaled)
 AA1631
 AA1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH511418(NAD 83)
 AA1631
 AA1631                          SUPERSEDED SURVEY CONTROL
 AA1631
 AA1631.No superseded survey control is available for this station.
 AA1631
 AA1631_MARKER: DJ = TIDAL STATION DISK
 AA1631_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA1631_STAMPING: NO 4A 1973
 AA1631_MARK LOGO: NOS
 AA1631_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1631
 AA1631  HISTORY     - Date     Condition        Report By
 AA1631  HISTORY     - 1973     MONUMENTED       NOS
 AA1631  HISTORY     - 1986     GOOD             FLDNR
 AA1631
 AA1631                          STATION DESCRIPTION
 AA1631
 AA1631'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1631'IN CONTENT KEY.
 AA1631'ON CONTENT KEY, NEAR THE EAST SHORE OF THE KEY, IN A SMALL CLEARING
 AA1631'BETWEEN MANGROVE TREES, 28 FEET SOUTHWEST OF THE WATERS EDGE, AND ONE
 AA1631'FOOT WEST OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0341 ***********************************************************************
 AA0341  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0341  DESIGNATION -  872 4307 TIDAL 5
 AA0341  PID         -  AA0341
 AA0341  STATE/COUNTY-  FL/MONROE
 AA0341  COUNTRY     -  US
 AA0341  USGS QUAD   -  CONTENT KEYS (2018)
 AA0341
 AA0341                         *CURRENT SURVEY CONTROL
 AA0341  ______________________________________________________________________
 AA0341* NAD 83(1986) POSITION- 24 47 25.     (N) 081 28 59.     (W)   SCALED
 AA0341* NAVD 88 ORTHO HEIGHT -     1.005 (meters)        3.30  (feet) ADJUSTED
 AA0341  ______________________________________________________________________
 AA0341  GEOID HEIGHT    -        -21.582 (meters)                     GEOID18
 AA0341  DYNAMIC HEIGHT  -          1.003 (meters)        3.29  (feet) COMP
 AA0341  MODELED GRAVITY -    978,979.8   (mgal)                       NAVD 88
 AA0341
 AA0341  VERT ORDER      -  SECOND    CLASS 0
 AA0341
 AA0341.The horizontal coordinates were scaled from a map and have
 AA0341.an estimated accuracy of +/- 6 seconds.
 AA0341
 AA0341.The orthometric height was determined by differential leveling and
 AA0341.adjusted by the NATIONAL GEODETIC SURVEY
 AA0341.in June 1991.
 AA0341
 AA0341.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0341.GEOID18 height accuracy estimate available here.
 AA0341
 AA0341.This Tidal Bench Mark is designated as VM 11330
 AA0341.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0341
 AA0341.Click photographs - Photos may exist for this station.
 AA0341
 AA0341.The dynamic height is computed by dividing the NAVD 88
 AA0341.geopotential number by the normal gravity value computed on the
 AA0341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0341.degrees latitude (g = 980.6199 gals.).
 AA0341
 AA0341.The modeled gravity was interpolated from observed gravity values.
 AA0341
 AA0341;                    North         East    Units  Estimated Accuracy
 AA0341;SPC FL E     -    50,700.      151,160.      MT  (+/- 180 meters Scaled)
 AA0341
 AA0341_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH511418(NAD 83)
 AA0341
 AA0341                          SUPERSEDED SURVEY CONTROL
 AA0341
 AA0341  NGVD 29 (??/??/92)    1.422  (m)            4.67   (f) ADJ UNCH    2 0
 AA0341
 AA0341.Superseded values are not recommended for survey control.
 AA0341
 AA0341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0341.See file dsdata.pdf to determine how the superseded data were derived.
 AA0341
 AA0341_MARKER: DB = BENCH MARK DISK
 AA0341_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AA0341_STAMPING: NO 5 1970
 AA0341_MARK LOGO: CGS
 AA0341_MAGNETIC: P = MARKER IS A STEEL PIPE
 AA0341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0341
 AA0341  HISTORY     - Date     Condition        Report By
 AA0341  HISTORY     - 1970     MONUMENTED       NOS
 AA0341  HISTORY     - 1971     GOOD             NGS
 AA0341  HISTORY     - 1986     GOOD             FLDNR
 AA0341
 AA0341                          STATION DESCRIPTION
 AA0341
 AA0341'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 AA0341'AT CONTENT KEY.
 AA0341'ON CONTENT KEY, NEAR THE EAST SHORE OF THE KEY, IN A SMALL
 AA0341'CLEARING BETWEEN MANGROVE TREES, 33 FEET NORTHWEST OF BENCH MARK
 AA0341'NO. 4 DESCRIBED, 12 FEET WEST OF THE WATER EDGE OF CONTENT
 AA0341'KEY, 1.5 FEET SOUTHEAST OF A METAL WITNESS POST, 2.6 FEET ABOVE
 AA0341'THE LEVEL OF THE GROUND.
 AA0341
 AA0341                          STATION RECOVERY (1986)
 AA0341
 AA0341'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0341'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0976 ***********************************************************************
 AA0976  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0976  DESIGNATION -  872 4313 D TIDAL
 AA0976  PID         -  AA0976
 AA0976  STATE/COUNTY-  FL/MONROE
 AA0976  COUNTRY     -  US
 AA0976  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0976
 AA0976                         *CURRENT SURVEY CONTROL
 AA0976  ______________________________________________________________________
 AA0976* NAD 83(1986) POSITION- 24 39 52.     (N) 081 29 12.     (W)   SCALED
 AA0976* NAVD 88 ORTHO HEIGHT -     0.843 (meters)        2.77  (feet) ADJUSTED
 AA0976  ______________________________________________________________________
 AA0976  GEOID HEIGHT    -        -21.744 (meters)                     GEOID18
 AA0976  DYNAMIC HEIGHT  -          0.842 (meters)        2.76  (feet) COMP
 AA0976  MODELED GRAVITY -    978,968.2   (mgal)                       NAVD 88
 AA0976
 AA0976  VERT ORDER      -  FIRST     CLASS II
 AA0976
 AA0976.The horizontal coordinates were scaled from a map and have
 AA0976.an estimated accuracy of +/- 6 seconds.
 AA0976
 AA0976.The orthometric height was determined by differential leveling and
 AA0976.adjusted by the NATIONAL GEODETIC SURVEY
 AA0976.in June 1991.
 AA0976
 AA0976.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0976.GEOID18 height accuracy estimate available here.
 AA0976
 AA0976.This Tidal Bench Mark is designated as VM 6937
 AA0976.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0976
 AA0976.Click photographs - Photos may exist for this station.
 AA0976
 AA0976.The dynamic height is computed by dividing the NAVD 88
 AA0976.geopotential number by the normal gravity value computed on the
 AA0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0976.degrees latitude (g = 980.6199 gals.).
 AA0976
 AA0976.The modeled gravity was interpolated from observed gravity values.
 AA0976
 AA0976;                    North         East    Units  Estimated Accuracy
 AA0976;SPC FL E     -    36,760.      150,740.      MT  (+/- 180 meters Scaled)
 AA0976
 AA0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH507278(NAD 83)
 AA0976
 AA0976                          SUPERSEDED SURVEY CONTROL
 AA0976
 AA0976  NGVD 29 (09/01/92)    1.258  (m)            4.13   (f) ADJUSTED    1 2
 AA0976
 AA0976.Superseded values are not recommended for survey control.
 AA0976
 AA0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0976.See file dsdata.pdf to determine how the superseded data were derived.
 AA0976
 AA0976_MARKER: DJ = TIDAL STATION DISK
 AA0976_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA0976_SP_SET: LARGE POWER POLE BASE
 AA0976_STAMPING: 4313 D 1982
 AA0976_MARK LOGO: NOS
 AA0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0976+STABILITY: SURFACE MOTION
 AA0976
 AA0976  HISTORY     - Date     Condition        Report By
 AA0976  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0976  HISTORY     - 19900926 GOOD             FLDNR
 AA0976
 AA0976                          STATION DESCRIPTION
 AA0976
 AA0976'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0976'2.55 MI WEST FROM SUMMERLAND KEY.
 AA0976'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.55 MILES
 AA0976'WEST ON U.S. HIGHWAY 1 (1.25 MILES WEST OF THE BRIDGE OVER
 AA0976'KEMP CHANNEL) TO THE MARK.  THE MARK BEARS 42.5 FEET SOUTH
 AA0976'OF THE CENTERLINE OF U.S. 1, 102.7 FEET EAST OF THE CENTERLINE
 AA0976'OF A PAVED ROAD LEADING SOUTH, 0.5 FOOT NORTHWEST OF THE
 AA0976'NORTHWEST CORNER OF A CONCRETE POWER POLE, AND IS SET
 AA0976'IN THE CONCRETE FOOTING OF THE POWER POLE.
 AA0976'THE MARK IS 2 FT BELOW HIGHWAY.
 AA0976
 AA0976                          STATION RECOVERY (1990)
 AA0976
 AA0976'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0976'RECOVERED IN GOOD CONDITION, EXCEPT THE MARK IS LOCATED 2.45 MI (3.94
 AA0976'KM) WEST OF THE POST OFFICE NOT 2.45 MI (3.94 KM) , AND THE MARK IS
 AA0976'2.0 FT (0.6 M) BELOW THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0977 ***********************************************************************
 AA0977  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0977  DESIGNATION -  872 4313 TIDAL 1
 AA0977  PID         -  AA0977
 AA0977  STATE/COUNTY-  FL/MONROE
 AA0977  COUNTRY     -  US
 AA0977  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0977
 AA0977                         *CURRENT SURVEY CONTROL
 AA0977  ______________________________________________________________________
 AA0977* NAD 83(1986) POSITION- 24 39 46.     (N) 081 29 29.     (W)   SCALED
 AA0977* NAVD 88 ORTHO HEIGHT -     0.317 (meters)        1.04  (feet) ADJUSTED
 AA0977  ______________________________________________________________________
 AA0977  GEOID HEIGHT    -        -21.743 (meters)                     GEOID18
 AA0977  DYNAMIC HEIGHT  -          0.316 (meters)        1.04  (feet) COMP
 AA0977  MODELED GRAVITY -    978,968.1   (mgal)                       NAVD 88
 AA0977
 AA0977  VERT ORDER      -  SECOND    CLASS I
 AA0977
 AA0977.The horizontal coordinates were scaled from a map and have
 AA0977.an estimated accuracy of +/- 6 seconds.
 AA0977
 AA0977.The orthometric height was determined by differential leveling and
 AA0977.adjusted by the NATIONAL GEODETIC SURVEY
 AA0977.in June 1991.
 AA0977
 AA0977.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0977.GEOID18 height accuracy estimate available here.
 AA0977
 AA0977.This Tidal Bench Mark is designated as VM 6935
 AA0977.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0977
 AA0977.Click photographs - Photos may exist for this station.
 AA0977
 AA0977.The dynamic height is computed by dividing the NAVD 88
 AA0977.geopotential number by the normal gravity value computed on the
 AA0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0977.degrees latitude (g = 980.6199 gals.).
 AA0977
 AA0977.The modeled gravity was interpolated from observed gravity values.
 AA0977
 AA0977;                    North         East    Units  Estimated Accuracy
 AA0977;SPC FL E     -    36,580.      150,260.      MT  (+/- 180 meters Scaled)
 AA0977
 AA0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH502276(NAD 83)
 AA0977
 AA0977                          SUPERSEDED SURVEY CONTROL
 AA0977
 AA0977.No superseded survey control is available for this station.
 AA0977
 AA0977_MARKER: DJ = TIDAL STATION DISK
 AA0977_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0977_STAMPING: NO. 1 1974
 AA0977_MARK LOGO: NOS
 AA0977_MAGNETIC: I = MARKER IS A STEEL ROD
 AA0977_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0977
 AA0977  HISTORY     - Date     Condition        Report By
 AA0977  HISTORY     - 1974     MONUMENTED       NOS
 AA0977  HISTORY     - 1982     GOOD             FLDNR
 AA0977  HISTORY     - 19881108 GOOD             FLDNR
 AA0977
 AA0977                          STATION DESCRIPTION
 AA0977
 AA0977'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0977'3.0 MI WEST FROM SUMMERLAND KEY.
 AA0977'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.8 MILES WEST
 AA0977'ON U.S. HIGHWAY 1 TO A PRIVATE DRIVE LEADING SOUTH (1.5 MILES
 AA0977'WEST OF THE BRIDGE OVER KEMP CHANNEL), GO 0.2 MILE SOUTH ON
 AA0977'THE PRIVATE DRIVE TO A SMALL HOME ON STILTS (CHET ROGERS
 AA0977'RESIDENCE) AND THE MARK.  THE MARK IS NEAR THE SOUTHEAST
 AA0977'PROPERTY CORNER, 67.6 FEET NORTH OF THE SHORELINE, 81.4 FEET
 AA0977'EAST OF TIDAL BENCH MARK NO 2 1974, AND IS SET ATOP A
 AA0977'COPPER-COATED STEEL ROD DRIVEN TO REFUSAL, ENCASED IN
 AA0977'CONCRETE, PROJECTING 2 INCHES.
 AA0977
 AA0977                          STATION RECOVERY (1988)
 AA0977
 AA0977'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0977'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE SINGLE FLOOR
 AA0977'HOUSE ON STILTS IS NOW VACANT AND RUN DOWN.  THE HOUSE IS A SMALL
 AA0977'WOOD STRUCTURE.  LOCATED 20.7 M (67.9 FT) SOUTHEAST OF THE SOUTHEAST
 AA0977'CORNER OF THE HOUSE AND 47.0 M (154.2 FT) SOUTH OF BENCHMARK NO.3
 AA0977'1974.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0978 ***********************************************************************
 AA0978  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0978  DESIGNATION -  872 4313 TIDAL 2
 AA0978  PID         -  AA0978
 AA0978  STATE/COUNTY-  FL/MONROE
 AA0978  COUNTRY     -  US
 AA0978  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0978
 AA0978                         *CURRENT SURVEY CONTROL
 AA0978  ______________________________________________________________________
 AA0978* NAD 83(1986) POSITION- 24 39 46.     (N) 081 29 29.     (W)   SCALED
 AA0978* NAVD 88 ORTHO HEIGHT -     0.365 (meters)        1.20  (feet) ADJUSTED
 AA0978  ______________________________________________________________________
 AA0978  GEOID HEIGHT    -        -21.743 (meters)                     GEOID18
 AA0978  DYNAMIC HEIGHT  -          0.364 (meters)        1.19  (feet) COMP
 AA0978  MODELED GRAVITY -    978,968.1   (mgal)                       NAVD 88
 AA0978
 AA0978  VERT ORDER      -  SECOND    CLASS I
 AA0978
 AA0978.The horizontal coordinates were scaled from a map and have
 AA0978.an estimated accuracy of +/- 6 seconds.
 AA0978
 AA0978.The orthometric height was determined by differential leveling and
 AA0978.adjusted by the NATIONAL GEODETIC SURVEY
 AA0978.in June 1991.
 AA0978
 AA0978.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0978.GEOID18 height accuracy estimate available here.
 AA0978
 AA0978.This Tidal Bench Mark is designated as VM 6936
 AA0978.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0978
 AA0978.Click photographs - Photos may exist for this station.
 AA0978
 AA0978.The dynamic height is computed by dividing the NAVD 88
 AA0978.geopotential number by the normal gravity value computed on the
 AA0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0978.degrees latitude (g = 980.6199 gals.).
 AA0978
 AA0978.The modeled gravity was interpolated from observed gravity values.
 AA0978
 AA0978;                    North         East    Units  Estimated Accuracy
 AA0978;SPC FL E     -    36,580.      150,260.      MT  (+/- 180 meters Scaled)
 AA0978
 AA0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH502276(NAD 83)
 AA0978
 AA0978                          SUPERSEDED SURVEY CONTROL
 AA0978
 AA0978.No superseded survey control is available for this station.
 AA0978
 AA0978_MARKER: DJ = TIDAL STATION DISK
 AA0978_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0978_STAMPING: NO. 2 1974
 AA0978_MARK LOGO: NOS
 AA0978_MAGNETIC: I = MARKER IS A STEEL ROD
 AA0978_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0978
 AA0978  HISTORY     - Date     Condition        Report By
 AA0978  HISTORY     - 1974     MONUMENTED       NOS
 AA0978  HISTORY     - 1982     GOOD             FLDNR
 AA0978  HISTORY     - 19881108 GOOD             FLDNR
 AA0978
 AA0978                          STATION DESCRIPTION
 AA0978
 AA0978'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0978'3.0 MI WEST FROM SUMMERLAND KEY.
 AA0978'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.8 MILES WEST
 AA0978'ON U.S. HIGHWAY 1 TO A PRIVATE DRIVE LEADING SOUTH (1.5 MILES
 AA0978'WEST OF THE BRIDGE OVER KEMP CHANNEL), GO O.2 MILE SOUTH ON THE
 AA0978'PRIVATE DRIVE TO A SMALL HOME ON STILTS (CHET ROGERS RESIDENCE)
 AA0978'AND THE MARK.  THE MARK IS NEAR THE SOUTHWEST PROPERTY CORNER,
 AA0978'81.4 FEET WEST OF TIDAL BENCH MARK NO 1 1974, 61.4 FEET SOUTHWEST
 AA0978'OF THE SOUTHWEST CORNER OF THE HOUSE, 4.9 FEET NORTH OF THE
 AA0978'WATERS EDGE, SET ATOP A COPPER-COATED STEEL ROD DRIVEN
 AA0978'TO REFUSAL AND ENCASED IN CONCRETE, AND PROJECTS 2 INCHES.
 AA0978
 AA0978                          STATION RECOVERY (1988)
 AA0978
 AA0978'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0978'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE SINGLE FLOOR
 AA0978'HOUSE ON STILTS IS NOW VACANT AND RUN DOWN.  THE HOUSE IS A SMALL
 AA0978'WOOD STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0979 ***********************************************************************
 AA0979  DESIGNATION -  872 4313 TIDAL 3
 AA0979  PID         -  AA0979
 AA0979  STATE/COUNTY-  FL/MONROE
 AA0979  COUNTRY     -  US
 AA0979  USGS QUAD   -  SUMMERLAND KEY (2018)
 AA0979
 AA0979                         *CURRENT SURVEY CONTROL
 AA0979  ______________________________________________________________________
 AA0979* NAD 83(1986) POSITION- 24 39 46.     (N) 081 29 29.     (W)   SCALED
 AA0979* NAVD 88 ORTHO HEIGHT -     1.051 (meters)        3.45  (feet) ADJUSTED
 AA0979  ______________________________________________________________________
 AA0979  GEOID HEIGHT    -        -21.743 (meters)                     GEOID18
 AA0979  DYNAMIC HEIGHT  -          1.049 (meters)        3.44  (feet) COMP
 AA0979  MODELED GRAVITY -    978,968.1   (mgal)                       NAVD 88
 AA0979
 AA0979  VERT ORDER      -  SECOND    CLASS I
 AA0979
 AA0979.The horizontal coordinates were scaled from a map and have
 AA0979.an estimated accuracy of +/- 6 seconds.
 AA0979
 AA0979.The orthometric height was determined by differential leveling and
 AA0979.adjusted by the NATIONAL GEODETIC SURVEY
 AA0979.in June 1991.
 AA0979
 AA0979.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0979.GEOID18 height accuracy estimate available here.
 AA0979
 AA0979.Click photographs - Photos may exist for this station.
 AA0979
 AA0979.The dynamic height is computed by dividing the NAVD 88
 AA0979.geopotential number by the normal gravity value computed on the
 AA0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0979.degrees latitude (g = 980.6199 gals.).
 AA0979
 AA0979.The modeled gravity was interpolated from observed gravity values.
 AA0979
 AA0979;                    North         East    Units  Estimated Accuracy
 AA0979;SPC FL E     -    36,580.      150,260.      MT  (+/- 180 meters Scaled)
 AA0979
 AA0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH502276(NAD 83)
 AA0979
 AA0979                          SUPERSEDED SURVEY CONTROL
 AA0979
 AA0979.No superseded survey control is available for this station.
 AA0979
 AA0979_MARKER: DJ = TIDAL STATION DISK
 AA0979_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0979_STAMPING: NO. 3 1974
 AA0979_MARK LOGO: NOS
 AA0979_MAGNETIC: I = MARKER IS A STEEL ROD
 AA0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0979
 AA0979  HISTORY     - Date     Condition        Report By
 AA0979  HISTORY     - 1974     MONUMENTED       NOS
 AA0979  HISTORY     - 1982     GOOD             FLDNR
 AA0979  HISTORY     - 19881108 GOOD             FLDNR
 AA0979
 AA0979                          STATION DESCRIPTION
 AA0979
 AA0979'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0979'3.0 MI WEST FROM SUMMERLAND KEY.
 AA0979'BEGIN AT THE SUMMERLAND KEY POST OFFICE, GO 2.8 MILES WEST
 AA0979'ON U.S. HIGHWAY 1 TO A PRIVATE DRIVE LEADING SOUTH (1.5 MILES
 AA0979'WEST OF THE BRIDGE OVER KEMP CHANNEL), GO 0.2 MILE SOUTH ON
 AA0979'THE PRIVATE DRIVE TO A SMALL HOME ON STILTS (CHET ROGERS
 AA0979'RESIDENCE) AND THE MARK.  THE MARK IS NEAR THE NORTHEAST
 AA0979'PROPERTY CORNER, 154.2 FEET NORTH OF TIDAL BENCH MARK NO 1
 AA0979'1974, 23 FEET EAST OF A TELEPHONE POLE, 12.1 FEET EAST OF THE
 AA0979'CENTERLINE OF THE DRIVE, SET ATOP A COPPER-COATED STEEL
 AA0979'ROD DRIVEN TO REFUSAL AND ENCASED IN CONCRETE, AND PROJECTS
 AA0979'2 INCHES.
 AA0979
 AA0979                          STATION RECOVERY (1988)
 AA0979
 AA0979'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0979'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE SINGLE FLOOR
 AA0979'HOUSE ON STILTS IS NOW VACANT AND RUN DOWN.  THE HOUSE IS A SMALL
 AA0979'WOOD STRUCTURE.  LOCATED 14.84 M (48.69 FT) EAST OF THE SOUTHEAST
 AA0979'CORNER OF A NEW LARGE STILT HOUSE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0721 ***********************************************************************
 AA0721  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0721  DESIGNATION -  872 4326 D TIDAL
 AA0721  PID         -  AA0721
 AA0721  STATE/COUNTY-  FL/MONROE
 AA0721  COUNTRY     -  US
 AA0721  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0721
 AA0721                         *CURRENT SURVEY CONTROL
 AA0721  ______________________________________________________________________
 AA0721* NAD 83(1986) POSITION- 24 39 14.     (N) 081 30 53.     (W)   SCALED
 AA0721* NAVD 88 ORTHO HEIGHT -     0.390 (meters)        1.28  (feet) ADJUSTED
 AA0721  ______________________________________________________________________
 AA0721  GEOID HEIGHT    -        -21.735 (meters)                     GEOID18
 AA0721  DYNAMIC HEIGHT  -          0.390 (meters)        1.28  (feet) COMP
 AA0721  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA0721
 AA0721  VERT ORDER      -  SECOND    CLASS I
 AA0721
 AA0721.The horizontal coordinates were scaled from a map and have
 AA0721.an estimated accuracy of +/- 6 seconds.
 AA0721
 AA0721.The orthometric height was determined by differential leveling and
 AA0721.adjusted by the NATIONAL GEODETIC SURVEY
 AA0721.in June 1991.
 AA0721
 AA0721.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0721.GEOID18 height accuracy estimate available here.
 AA0721
 AA0721.This Tidal Bench Mark is designated as VM 6942
 AA0721.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0721
 AA0721.Click photographs - Photos may exist for this station.
 AA0721
 AA0721.The dynamic height is computed by dividing the NAVD 88
 AA0721.geopotential number by the normal gravity value computed on the
 AA0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0721.degrees latitude (g = 980.6199 gals.).
 AA0721
 AA0721.The modeled gravity was interpolated from observed gravity values.
 AA0721
 AA0721;                    North         East    Units  Estimated Accuracy
 AA0721;SPC FL E     -    35,600.      147,900.      MT  (+/- 180 meters Scaled)
 AA0721
 AA0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH479267(NAD 83)
 AA0721
 AA0721                          SUPERSEDED SURVEY CONTROL
 AA0721
 AA0721.No superseded survey control is available for this station.
 AA0721
 AA0721_MARKER: DJ = TIDAL STATION DISK
 AA0721_SETTING: 66 = SET IN ROCK OUTCROP
 AA0721_STAMPING: 4326 D 1982
 AA0721_MARK LOGO: NOS
 AA0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0721+STABILITY: POSITION/ELEVATION WELL
 AA0721
 AA0721  HISTORY     - Date     Condition        Report By
 AA0721  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0721
 AA0721                          STATION DESCRIPTION
 AA0721
 AA0721'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0721'3.45 MI NE FROM SUGARLOAF SHORES.
 AA0721'BEGIN AT THE SUGARLOAF SHORES POST OFFICE, GO 2.85 MILES
 AA0721'NORTHEAST ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939, GO 0.55 MILE
 AA0721'SOUTHERLY ON C-939 TO A PRIVATE DRIVE, GO 0.05 MILE EASTERLY
 AA0721'ON THE DRIVE TO THE MARK. THE MARK BEARS 27.4 FEET NORTH OF
 AA0721'THE CENTERLINE OF THE DRIVE, 46.55 FEET NORTH-NORTHEAST OF
 AA0721'THE NORTHEAST CORNER OF A CARPORT, AND 53.2 FEET SOUTHWEST OF THE
 AA0721'NORTHEAST CORNER OF A UTILITY BUILDING.
 AA0721'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0722 ***********************************************************************
 AA0722  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0722  DESIGNATION -  872 4326 E TIDAL
 AA0722  PID         -  AA0722
 AA0722  STATE/COUNTY-  FL/MONROE
 AA0722  COUNTRY     -  US
 AA0722  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0722
 AA0722                         *CURRENT SURVEY CONTROL
 AA0722  ______________________________________________________________________
 AA0722* NAD 83(1986) POSITION- 24 39 14.     (N) 081 30 53.     (W)   SCALED
 AA0722* NAVD 88 ORTHO HEIGHT -     0.429 (meters)        1.41  (feet) ADJUSTED
 AA0722  ______________________________________________________________________
 AA0722  GEOID HEIGHT    -        -21.735 (meters)                     GEOID18
 AA0722  DYNAMIC HEIGHT  -          0.428 (meters)        1.40  (feet) COMP
 AA0722  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA0722
 AA0722  VERT ORDER      -  SECOND    CLASS I
 AA0722
 AA0722.The horizontal coordinates were scaled from a map and have
 AA0722.an estimated accuracy of +/- 6 seconds.
 AA0722
 AA0722.The orthometric height was determined by differential leveling and
 AA0722.adjusted by the NATIONAL GEODETIC SURVEY
 AA0722.in June 1991.
 AA0722
 AA0722.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0722.GEOID18 height accuracy estimate available here.
 AA0722
 AA0722.This Tidal Bench Mark is designated as VM 6943
 AA0722.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0722
 AA0722.Click photographs - Photos may exist for this station.
 AA0722
 AA0722.The dynamic height is computed by dividing the NAVD 88
 AA0722.geopotential number by the normal gravity value computed on the
 AA0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0722.degrees latitude (g = 980.6199 gals.).
 AA0722
 AA0722.The modeled gravity was interpolated from observed gravity values.
 AA0722
 AA0722;                    North         East    Units  Estimated Accuracy
 AA0722;SPC FL E     -    35,600.      147,900.      MT  (+/- 180 meters Scaled)
 AA0722
 AA0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH479267(NAD 83)
 AA0722
 AA0722                          SUPERSEDED SURVEY CONTROL
 AA0722
 AA0722.No superseded survey control is available for this station.
 AA0722
 AA0722_MARKER: DJ = TIDAL STATION DISK
 AA0722_SETTING: 66 = SET IN ROCK OUTCROP
 AA0722_STAMPING: 4326 E 1982
 AA0722_MARK LOGO: NOS
 AA0722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA0722+STABILITY: POSITION/ELEVATION WELL
 AA0722
 AA0722  HISTORY     - Date     Condition        Report By
 AA0722  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0722
 AA0722                          STATION DESCRIPTION
 AA0722
 AA0722'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0722'3.45 MI NE FROM SUGARLOAF SHORES.
 AA0722'BEGIN AT THE SUGARLOAF SHORES POST OFFICE, GO 2.85 MILES
 AA0722'NORTHEAST ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939, GO 0.55 MILE
 AA0722'SOUTHERLY ON C-939 TO A PRIVATE DRIVE, GO 0.05 MILE EASTERLY
 AA0722'ON THE DRIVE TO THE MARK.  THE MARK BEARS 19.9 FEET NORTH OF
 AA0722'THE CENTERLINE OF THE DRIVE, 39.4 FEET NORTH-NORTHWEST OF THE
 AA0722'NORTHWEST CORNER OF A CARPORT, 65.65 FEET NORTH-NORTHEAST OF
 AA0722'THE NORTHWEST CORNER OF THE HOUSE, AND 29.7 FEET WEST OF THE
 AA0722'NORTHWEST CORNER OF A 3-FOOT BY 6-FOOT CONCRETE SLAB.
 AA0722'THE MARK IS ABOVE LEVEL WITH GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1677 ***********************************************************************
 AA1677  DESIGNATION -  872 4326 F TIDAL
 AA1677  PID         -  AA1677
 AA1677  STATE/COUNTY-  FL/MONROE
 AA1677  COUNTRY     -  US
 AA1677  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA1677
 AA1677                         *CURRENT SURVEY CONTROL
 AA1677  ______________________________________________________________________
 AA1677* NAD 83(1986) POSITION- 24 39 17.     (N) 081 30 58.     (W)   SCALED
 AA1677* NAVD 88 ORTHO HEIGHT -     0.622 (meters)        2.04  (feet) ADJUSTED
 AA1677  ______________________________________________________________________
 AA1677  GEOID HEIGHT    -        -21.732 (meters)                     GEOID18
 AA1677  DYNAMIC HEIGHT  -          0.621 (meters)        2.04  (feet) COMP
 AA1677  MODELED GRAVITY -    978,967.9   (mgal)                       NAVD 88
 AA1677
 AA1677  VERT ORDER      -  FIRST     CLASS II
 AA1677
 AA1677.The horizontal coordinates were scaled from a map and have
 AA1677.an estimated accuracy of +/- 6 seconds.
 AA1677
 AA1677.The orthometric height was determined by differential leveling and
 AA1677.adjusted by the NATIONAL GEODETIC SURVEY
 AA1677.in May 1994.
 AA1677
 AA1677.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1677.GEOID18 height accuracy estimate available here.
 AA1677
 AA1677.Click photographs - Photos may exist for this station.
 AA1677
 AA1677.The dynamic height is computed by dividing the NAVD 88
 AA1677.geopotential number by the normal gravity value computed on the
 AA1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1677.degrees latitude (g = 980.6199 gals.).
 AA1677
 AA1677.The modeled gravity was interpolated from observed gravity values.
 AA1677
 AA1677;                    North         East    Units  Estimated Accuracy
 AA1677;SPC FL E     -    35,700.      147,760.      MT  (+/- 180 meters Scaled)
 AA1677
 AA1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH477268(NAD 83)
 AA1677
 AA1677                          SUPERSEDED SURVEY CONTROL
 AA1677
 AA1677  NGVD 29 (09/01/92)    1.039  (m)            3.41   (f) ADJUSTED    1 2
 AA1677
 AA1677.Superseded values are not recommended for survey control.
 AA1677
 AA1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1677.See file dsdata.pdf to determine how the superseded data were derived.
 AA1677
 AA1677_MARKER: DJ = TIDAL STATION DISK
 AA1677_SETTING: 66 = SET IN ROCK OUTCROP
 AA1677_STAMPING: 4326 F 1988
 AA1677_MARK LOGO: NOS
 AA1677_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1677_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1677+STABILITY: POSITION/ELEVATION WELL
 AA1677
 AA1677  HISTORY     - Date     Condition        Report By
 AA1677  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1677
 AA1677                          STATION DESCRIPTION
 AA1677
 AA1677'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1677'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORES, GO
 AA1677'NORTHEAST ON U.S. HIGHWAY 1 FOR 4.59 KM (2.85 MI) TO THE JUNCTION OF
 AA1677'COUNTY ROAD C-939, TURN AND GO SOUTHEAST ON COUNTY ROAD C-939 FOR
 AA1677'0.80 KM (0.50 MI) TO THE MARK.  LOCATED 80.77 M (264.99 FT) NORTH OF
 AA1677'THE EXTENDED CENTERLINE OF A DRIVEWAY FOR THE HOUSE AT PIRATES COVE,
 AA1677'4.88 M (16.01 FT) WEST OF THE CENTERLINE OF COUNTY ROAD C-939 AND 2.9
 AA1677'M (9.5 FT) EAST-SOUTHEAST OF POWER POLE NUMBER SL 53 20.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1674 ***********************************************************************
 AA1674  DESIGNATION -  872 4326 G TIDAL
 AA1674  PID         -  AA1674
 AA1674  STATE/COUNTY-  FL/MONROE
 AA1674  COUNTRY     -  US
 AA1674  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA1674
 AA1674                         *CURRENT SURVEY CONTROL
 AA1674  ______________________________________________________________________
 AA1674* NAD 83(1986) POSITION- 24 39 15.     (N) 081 30 56.     (W)   SCALED
 AA1674* NAVD 88 ORTHO HEIGHT -     0.610 (meters)        2.00  (feet) ADJUSTED
 AA1674  ______________________________________________________________________
 AA1674  GEOID HEIGHT    -        -21.734 (meters)                     GEOID18
 AA1674  DYNAMIC HEIGHT  -          0.609 (meters)        2.00  (feet) COMP
 AA1674  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA1674
 AA1674  VERT ORDER      -  FIRST     CLASS II
 AA1674
 AA1674.The horizontal coordinates were scaled from a map and have
 AA1674.an estimated accuracy of +/- 6 seconds.
 AA1674
 AA1674.The orthometric height was determined by differential leveling and
 AA1674.adjusted by the NATIONAL GEODETIC SURVEY
 AA1674.in May 1994.
 AA1674
 AA1674.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1674.GEOID18 height accuracy estimate available here.
 AA1674
 AA1674.Click photographs - Photos may exist for this station.
 AA1674
 AA1674.The dynamic height is computed by dividing the NAVD 88
 AA1674.geopotential number by the normal gravity value computed on the
 AA1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1674.degrees latitude (g = 980.6199 gals.).
 AA1674
 AA1674.The modeled gravity was interpolated from observed gravity values.
 AA1674
 AA1674;                    North         East    Units  Estimated Accuracy
 AA1674;SPC FL E     -    35,630.      147,810.      MT  (+/- 180 meters Scaled)
 AA1674
 AA1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH478267(NAD 83)
 AA1674
 AA1674                          SUPERSEDED SURVEY CONTROL
 AA1674
 AA1674  NGVD 29 (09/01/92)    1.026  (m)            3.37   (f) ADJUSTED    1 2
 AA1674
 AA1674.Superseded values are not recommended for survey control.
 AA1674
 AA1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1674.See file dsdata.pdf to determine how the superseded data were derived.
 AA1674
 AA1674_MARKER: DJ = TIDAL STATION DISK
 AA1674_SETTING: 66 = SET IN ROCK OUTCROP
 AA1674_STAMPING: 4326 G 1988
 AA1674_MARK LOGO: NOS
 AA1674_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1674+STABILITY: POSITION/ELEVATION WELL
 AA1674
 AA1674  HISTORY     - Date     Condition        Report By
 AA1674  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1674
 AA1674                          STATION DESCRIPTION
 AA1674
 AA1674'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1674'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORES, GO
 AA1674'NORTHEAST ON U.S. HIGHWAY 1 FOR 4.59 KM (2.85 MI) TO THE JUNCTION OF
 AA1674'COUNTY ROAD C-939, TURN AND GO SOUTHEAST ON COUNTY ROAD C-939 FOR
 AA1674'0.88 KM (0.55 MI) TO A DRIVEWAY FOR THE HOUSE AT PIRATES COVE AND THE
 AA1674'MARK.  LOCATED 35.36 M (116.01 FT) NORTH OF THE CENTERLINE OF THE
 AA1674'DRIVEWAY, 22.74 M (74.61 FT) NORTH OF A SECURITY LIGHT POLE, 15.54 M
 AA1674'(50.98 FT) EAST OF THE CENTERLINE OF COUNTY ROAD C-939, 8.96 M (29.40
 AA1674'FT) EAST OF A 0.06 M (0.20 FT) WATER MAIN LINE AND 60.04 M (196.98
 AA1674'FT) WEST-NORTHWEST OF TIDAL BENCHMARK 4326 H 1988.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1676 ***********************************************************************
 AA1676  DESIGNATION -  872 4326 H TIDAL
 AA1676  PID         -  AA1676
 AA1676  STATE/COUNTY-  FL/MONROE
 AA1676  COUNTRY     -  US
 AA1676  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA1676
 AA1676                         *CURRENT SURVEY CONTROL
 AA1676  ______________________________________________________________________
 AA1676* NAD 83(1986) POSITION- 24 39 15.     (N) 081 30 55.     (W)   SCALED
 AA1676* NAVD 88 ORTHO HEIGHT -     0.395 (meters)        1.30  (feet) ADJUSTED
 AA1676  ______________________________________________________________________
 AA1676  GEOID HEIGHT    -        -21.734 (meters)                     GEOID18
 AA1676  DYNAMIC HEIGHT  -          0.395 (meters)        1.30  (feet) COMP
 AA1676  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA1676
 AA1676  VERT ORDER      -  FIRST     CLASS II
 AA1676
 AA1676.The horizontal coordinates were scaled from a map and have
 AA1676.an estimated accuracy of +/- 6 seconds.
 AA1676
 AA1676.The orthometric height was determined by differential leveling and
 AA1676.adjusted by the NATIONAL GEODETIC SURVEY
 AA1676.in May 1994.
 AA1676
 AA1676.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1676.GEOID18 height accuracy estimate available here.
 AA1676
 AA1676.Click photographs - Photos may exist for this station.
 AA1676
 AA1676.The dynamic height is computed by dividing the NAVD 88
 AA1676.geopotential number by the normal gravity value computed on the
 AA1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1676.degrees latitude (g = 980.6199 gals.).
 AA1676
 AA1676.The modeled gravity was interpolated from observed gravity values.
 AA1676
 AA1676;                    North         East    Units  Estimated Accuracy
 AA1676;SPC FL E     -    35,630.      147,840.      MT  (+/- 180 meters Scaled)
 AA1676
 AA1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH478267(NAD 83)
 AA1676
 AA1676                          SUPERSEDED SURVEY CONTROL
 AA1676
 AA1676  NGVD 29 (09/01/92)    0.812  (m)            2.66   (f) ADJUSTED    1 2
 AA1676
 AA1676.Superseded values are not recommended for survey control.
 AA1676
 AA1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1676.See file dsdata.pdf to determine how the superseded data were derived.
 AA1676
 AA1676_MARKER: DJ = TIDAL STATION DISK
 AA1676_SETTING: 66 = SET IN ROCK OUTCROP
 AA1676_STAMPING: 4326 H 1988
 AA1676_MARK LOGO: NOS
 AA1676_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1676+STABILITY: POSITION/ELEVATION WELL
 AA1676
 AA1676  HISTORY     - Date     Condition        Report By
 AA1676  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1676
 AA1676                          STATION DESCRIPTION
 AA1676
 AA1676'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1676'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORES, GO
 AA1676'NORTHEAST ON U.S. HIGHWAY 1 FOR 4.59 KM (2.85 MI) TO THE JUNCTION OF
 AA1676'COUNTY ROAD C-939, TURN AND GO SOUTHEAST ON COUNTY ROAD C-939 FOR
 AA1676'0.88 KM (0.55 MI) TO A DRIVEWAY FOR THE HOUSE AT PIRATES COVE AND THE
 AA1676'MARK.  LOCATED 49.07 M (160.99 FT) NORTH-NORTHWEST OF THE NORTHEAST
 AA1676'CORNER OF THE HOUSE, 42.67 M (139.99 FT) NORTHWEST OF THE NORTHWEST
 AA1676'CORNER OF THE HOUSE, 12.8 M (42.0 FT) SOUTH-SOUTHWEST OF A TALL
 AA1676'COCONUT PALM TREE, 60.04 M (196.98 FT) EAST-SOUTHEAST OF TIDAL
 AA1676'BENCHMARK 4326 G 1988 AND 32.8 M (107.6 FT) NORTHWEST OF TIDAL
 AA1676'BENCHMARK 4326 J 1988.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1675 ***********************************************************************
 AA1675  DESIGNATION -  872 4326 J TIDAL
 AA1675  PID         -  AA1675
 AA1675  STATE/COUNTY-  FL/MONROE
 AA1675  COUNTRY     -  US
 AA1675  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA1675
 AA1675                         *CURRENT SURVEY CONTROL
 AA1675  ______________________________________________________________________
 AA1675* NAD 83(1986) POSITION- 24 39 15.     (N) 081 30 54.     (W)   SCALED
 AA1675* NAVD 88 ORTHO HEIGHT -     0.320 (meters)        1.05  (feet) ADJUSTED
 AA1675  ______________________________________________________________________
 AA1675  GEOID HEIGHT    -        -21.734 (meters)                     GEOID18
 AA1675  DYNAMIC HEIGHT  -          0.320 (meters)        1.05  (feet) COMP
 AA1675  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA1675
 AA1675  VERT ORDER      -  FIRST     CLASS II
 AA1675
 AA1675.The horizontal coordinates were scaled from a map and have
 AA1675.an estimated accuracy of +/- 6 seconds.
 AA1675
 AA1675.The orthometric height was determined by differential leveling and
 AA1675.adjusted by the NATIONAL GEODETIC SURVEY
 AA1675.in May 1994.
 AA1675
 AA1675.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1675.GEOID18 height accuracy estimate available here.
 AA1675
 AA1675.Click photographs - Photos may exist for this station.
 AA1675
 AA1675.The dynamic height is computed by dividing the NAVD 88
 AA1675.geopotential number by the normal gravity value computed on the
 AA1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1675.degrees latitude (g = 980.6199 gals.).
 AA1675
 AA1675.The modeled gravity was interpolated from observed gravity values.
 AA1675
 AA1675;                    North         East    Units  Estimated Accuracy
 AA1675;SPC FL E     -    35,630.      147,870.      MT  (+/- 180 meters Scaled)
 AA1675
 AA1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH478267(NAD 83)
 AA1675
 AA1675                          SUPERSEDED SURVEY CONTROL
 AA1675
 AA1675  NGVD 29 (09/01/92)    0.737  (m)            2.42   (f) ADJUSTED    1 2
 AA1675
 AA1675.Superseded values are not recommended for survey control.
 AA1675
 AA1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1675.See file dsdata.pdf to determine how the superseded data were derived.
 AA1675
 AA1675_MARKER: DJ = TIDAL STATION DISK
 AA1675_SETTING: 66 = SET IN ROCK OUTCROP
 AA1675_STAMPING: 4326 J 1988
 AA1675_MARK LOGO: NOS
 AA1675_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1675_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1675+STABILITY: POSITION/ELEVATION WELL
 AA1675
 AA1675  HISTORY     - Date     Condition        Report By
 AA1675  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1675
 AA1675                          STATION DESCRIPTION
 AA1675
 AA1675'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1675'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORES, GO
 AA1675'NORTHEAST ON U.S. HIGHWAY 1 FOR 4.58 KM (2.85 MI) TO THE JUNCTION OF
 AA1675'COUNTY ROAD C-939, TURN AND GO SOUTHEAST ON COUNTY ROAD C-939 FOR
 AA1675'0.88 KM (0.55 MI) TO THE DRIVEWAY FOR PIRATES COVE AND THE MARK.
 AA1675'LOCATED 42.06 M (137.99 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE
 AA1675'BOAT BASIN, 30.48 M (100.00 FT) NORTHEAST OF THE NORTHWEST CORNER OF
 AA1675'THE HOUSE, 8.62 M (28.28 FT) NORTH OF THE NORTHEAST CORNER OF THE
 AA1675'HOUSE AND 32.80 M (107.61 FT) SOUTHEAST OF TIDAL BENCHMARK 4326 H
 AA1675'1988.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0147 ***********************************************************************
 AA0147  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0147  DESIGNATION -  872 4326 TIDAL 3
 AA0147  PID         -  AA0147
 AA0147  STATE/COUNTY-  FL/MONROE
 AA0147  COUNTRY     -  US
 AA0147  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0147
 AA0147                         *CURRENT SURVEY CONTROL
 AA0147  ______________________________________________________________________
 AA0147* NAD 83(1986) POSITION- 24 39 14.     (N) 081 30 53.     (W)   SCALED
 AA0147* NAVD 88 ORTHO HEIGHT -     0.882 (meters)        2.89  (feet) ADJUSTED
 AA0147  ______________________________________________________________________
 AA0147  GEOID HEIGHT    -        -21.735 (meters)                     GEOID18
 AA0147  DYNAMIC HEIGHT  -          0.880 (meters)        2.89  (feet) COMP
 AA0147  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA0147
 AA0147  VERT ORDER      -  FIRST     CLASS II
 AA0147
 AA0147.The horizontal coordinates were scaled from a map and have
 AA0147.an estimated accuracy of +/- 6 seconds.
 AA0147
 AA0147.The orthometric height was determined by differential leveling and
 AA0147.adjusted by the NATIONAL GEODETIC SURVEY
 AA0147.in June 1991.
 AA0147
 AA0147.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0147.GEOID18 height accuracy estimate available here.
 AA0147
 AA0147.This Tidal Bench Mark is designated as VM 6939
 AA0147.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0147
 AA0147.Click photographs - Photos may exist for this station.
 AA0147
 AA0147.The dynamic height is computed by dividing the NAVD 88
 AA0147.geopotential number by the normal gravity value computed on the
 AA0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0147.degrees latitude (g = 980.6199 gals.).
 AA0147
 AA0147.The modeled gravity was interpolated from observed gravity values.
 AA0147
 AA0147;                    North         East    Units  Estimated Accuracy
 AA0147;SPC FL E     -    35,600.      147,900.      MT  (+/- 180 meters Scaled)
 AA0147
 AA0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH479267(NAD 83)
 AA0147
 AA0147                          SUPERSEDED SURVEY CONTROL
 AA0147
 AA0147  NGVD 29 (??/??/92)    1.296  (m)            4.25   (f) SUPERSEDED  1 2
 AA0147  NGVD 29 (09/01/92)    1.296  (m)            4.25   (f) ADJUSTED    1 2
 AA0147
 AA0147.Superseded values are not recommended for survey control.
 AA0147
 AA0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0147.See file dsdata.pdf to determine how the superseded data were derived.
 AA0147
 AA0147_MARKER: DB = BENCH MARK DISK
 AA0147_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0147_SP_SET: STEP
 AA0147_STAMPING: NO 3 1937
 AA0147_MARK LOGO: CGS
 AA0147_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0147
 AA0147  HISTORY     - Date     Condition        Report By
 AA0147  HISTORY     - 1937     MONUMENTED       CGS
 AA0147  HISTORY     - 1966     GOOD             CGS
 AA0147  HISTORY     - 1978     GOOD             NGS
 AA0147  HISTORY     - 1982     GOOD             FLDNR
 AA0147
 AA0147                          STATION DESCRIPTION
 AA0147
 AA0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0147'19.8 MI NE FROM KEY WEST.
 AA0147'19.2 MILES NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE CATHOLIC
 AA0147'CHURCH AT KEY WEST, THENCE 0.55 MILE SOUTH ALONG STATE HIGHWAY
 AA0147'939, THENCE 0.05 MILE EAST ALONG A DRIVEWAY TO PLACE LOCALLY
 AA0147'KNOWN AS PIRATES COVE, ON SUGARLOAF KEY, SET ON THE TOP AND IN
 AA0147'THE CENTER OF THE 3 RD CONCRETE STEP FROM THE BOTTOM OF 4 STEPS
 AA0147'LEADING TO A FLOWER GARDEN, 54 FEET SOUTHEAST OF THE NORTHEAST
 AA0147'CORNER OF A HOUSE, 63 FEET SOUTH OF THE CENTER LINE OF DRIVEWAY,
 AA0147'130.5 FEET SOUTH OF AND ACROSS DRIVEWAY FROM BENCH MARK E 272
 AA0147'DESCRIBED, AND 1 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 AA0147
 AA0147                          STATION RECOVERY (1978)
 AA0147
 AA0147'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0147'RECOVERED IN GOOD CONDITION.
 AA0147
 AA0147                          STATION RECOVERY (1982)
 AA0147
 AA0147'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0147'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0787 ***********************************************************************
 AA0787  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0787  DESIGNATION -  872 4328 F TIDAL
 AA0787  PID         -  AA0787
 AA0787  STATE/COUNTY-  FL/MONROE
 AA0787  COUNTRY     -  US
 AA0787  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0787
 AA0787                         *CURRENT SURVEY CONTROL
 AA0787  ______________________________________________________________________
 AA0787* NAD 83(1986) POSITION- 24 42 02.     (N) 081 30 17.     (W)   SCALED
 AA0787* NAVD 88 ORTHO HEIGHT -     1.939 (meters)        6.36  (feet) ADJUSTED
 AA0787  ______________________________________________________________________
 AA0787  GEOID HEIGHT    -        -21.671 (meters)                     GEOID18
 AA0787  DYNAMIC HEIGHT  -          1.935 (meters)        6.35  (feet) COMP
 AA0787  MODELED GRAVITY -    978,972.0   (mgal)                       NAVD 88
 AA0787
 AA0787  VERT ORDER      -  SECOND    CLASS I
 AA0787
 AA0787.The horizontal coordinates were scaled from a map and have
 AA0787.an estimated accuracy of +/- 6 seconds.
 AA0787
 AA0787.The orthometric height was determined by differential leveling and
 AA0787.adjusted by the NATIONAL GEODETIC SURVEY
 AA0787.in June 1991.
 AA0787
 AA0787.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0787.GEOID18 height accuracy estimate available here.
 AA0787
 AA0787.This Tidal Bench Mark is designated as VM 6954
 AA0787.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0787
 AA0787.Click photographs - Photos may exist for this station.
 AA0787
 AA0787.The dynamic height is computed by dividing the NAVD 88
 AA0787.geopotential number by the normal gravity value computed on the
 AA0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0787.degrees latitude (g = 980.6199 gals.).
 AA0787
 AA0787.The modeled gravity was interpolated from observed gravity values.
 AA0787
 AA0787;                    North         East    Units  Estimated Accuracy
 AA0787;SPC FL E     -    40,770.      148,930.      MT  (+/- 180 meters Scaled)
 AA0787
 AA0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH489318(NAD 83)
 AA0787
 AA0787                          SUPERSEDED SURVEY CONTROL
 AA0787
 AA0787.No superseded survey control is available for this station.
 AA0787
 AA0787_MARKER: DJ = TIDAL STATION DISK
 AA0787_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0787_SP_SET: LOADING PLATFORM
 AA0787_STAMPING: 4328 F 1982
 AA0787_MARK LOGO: NOS
 AA0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0787
 AA0787  HISTORY     - Date     Condition        Report By
 AA0787  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0787  HISTORY     - 19881108 GOOD             FLDNR
 AA0787
 AA0787                          STATION DESCRIPTION
 AA0787
 AA0787'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0787'23.05 MI NE FROM KEY WEST.
 AA0787'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 20.65 MILES
 AA0787'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF A PAVED ROAD
 AA0787'LEADING NORTH ON CUDJOE KEY, GO 2.4 MILES NORTHERLY ON THE
 AA0787'PAVED ROAD TO THE U.S. AIR FORCE RADAR BASE AND THE MARK.
 AA0787'THE MARK IS SET IN THE LOADING PLATFORM OF THE MAIN BUILDING
 AA0787'(NO. 920), 53.8 FEET SOUTHWEST OF THE EAST CORNER OF THE
 AA0787'BUILDING, 52.2 FEET NORTHEAST OF THE SOUTH CORNER OF THE
 AA0787'BUILDING, 15.2 FEET NORTHWEST OF THE EAST CORNER OF THE
 AA0787'PLATFORM, AND 5.6 FEET WEST OF THE STEPS LEADING TO THE
 AA0787'BUILDING ENTRANCE.
 AA0787'THE MARK IS 2 FT ABOVE GROUND.
 AA0787
 AA0787                          STATION RECOVERY (1988)
 AA0787
 AA0787'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0787'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0725 ***********************************************************************
 AA0725  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0725  DESIGNATION -  872 4332 F TIDAL
 AA0725  PID         -  AA0725
 AA0725  STATE/COUNTY-  FL/MONROE
 AA0725  COUNTRY     -  US
 AA0725  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0725
 AA0725                         *CURRENT SURVEY CONTROL
 AA0725  ______________________________________________________________________
 AA0725* NAD 83(1986) POSITION- 24 39 44.     (N) 081 30 53.     (W)   SCALED
 AA0725* NAVD 88 ORTHO HEIGHT -     4.691 (meters)       15.39  (feet) ADJUSTED
 AA0725  ______________________________________________________________________
 AA0725  GEOID HEIGHT    -        -21.720 (meters)                     GEOID18
 AA0725  DYNAMIC HEIGHT  -          4.683 (meters)       15.36  (feet) COMP
 AA0725  MODELED GRAVITY -    978,968.6   (mgal)                       NAVD 88
 AA0725
 AA0725  VERT ORDER      -  FIRST     CLASS II
 AA0725
 AA0725.The horizontal coordinates were scaled from a map and have
 AA0725.an estimated accuracy of +/- 6 seconds.
 AA0725
 AA0725.The orthometric height was determined by differential leveling and
 AA0725.adjusted by the NATIONAL GEODETIC SURVEY
 AA0725.in June 1991.
 AA0725
 AA0725.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0725.GEOID18 height accuracy estimate available here.
 AA0725
 AA0725.This Tidal Bench Mark is designated as VM 6955
 AA0725.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0725
 AA0725.Click photographs - Photos may exist for this station.
 AA0725
 AA0725.The dynamic height is computed by dividing the NAVD 88
 AA0725.geopotential number by the normal gravity value computed on the
 AA0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0725.degrees latitude (g = 980.6199 gals.).
 AA0725
 AA0725.The modeled gravity was interpolated from observed gravity values.
 AA0725
 AA0725;                    North         East    Units  Estimated Accuracy
 AA0725;SPC FL E     -    36,530.      147,900.      MT  (+/- 180 meters Scaled)
 AA0725
 AA0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH479276(NAD 83)
 AA0725
 AA0725                          SUPERSEDED SURVEY CONTROL
 AA0725
 AA0725  NGVD 29 (09/01/92)    5.106  (m)           16.75   (f) ADJUSTED    1 2
 AA0725
 AA0725.Superseded values are not recommended for survey control.
 AA0725
 AA0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0725.See file dsdata.pdf to determine how the superseded data were derived.
 AA0725
 AA0725_MARKER: DB = BENCH MARK DISK
 AA0725_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0725_SP_SET: CONCRETE GUARDRAIL
 AA0725_STAMPING: 4332 F 1982
 AA0725_MARK LOGO: FLDT
 AA0725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0725
 AA0725  HISTORY     - Date     Condition        Report By
 AA0725  HISTORY     - 1982     MONUMENTED       FLDT
 AA0725  HISTORY     - 1982     GOOD             FLDNR
 AA0725  HISTORY     - 19881108 GOOD             FLDNR
 AA0725  HISTORY     - 1989     GOOD             USPSQD
 AA0725
 AA0725                          STATION DESCRIPTION
 AA0725
 AA0725'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0725'19.65 MI NE FROM KEY WEST.
 AA0725'BEGIN AT THE CATHOLIC CHURCH AT KEY WEST, GO 19.65
 AA0725'MILES NORTHEAST ALONG U.S. HIGHWAY 1 TO THE EAST END OF THE
 AA0725'NEW BOW CHANNEL BRIDGE AT CUDJOE KEY. THE MARK IS SET
 AA0725'FLUSH IN THE TOP OF THE NORTHEAST END OF THE CONCRETE
 AA0725'GUARDRAIL FOR THE BRIDGE. THE MARK BEARS 19.2 FEET NORTH OF
 AA0725'THE CENTERLINE OF THE HIGHWAY AND 10 FEET WEST OF THE
 AA0725'NORTHEAST END OF THE GUARDRAIL.
 AA0725'THE MARK IS 3.0 FT ABOVE HIGHWAY.
 AA0725
 AA0725                          STATION RECOVERY (1988)
 AA0725
 AA0725'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0725'RECOVERED IN GOOD CONDITION.
 AA0725
 AA0725                          STATION RECOVERY (1989)
 AA0725
 AA0725'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0725'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0724 ***********************************************************************
 AA0724  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0724  DESIGNATION -  872 4332 G TIDAL
 AA0724  PID         -  AA0724
 AA0724  STATE/COUNTY-  FL/MONROE
 AA0724  COUNTRY     -  US
 AA0724  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0724
 AA0724                         *CURRENT SURVEY CONTROL
 AA0724  ______________________________________________________________________
 AA0724* NAD 83(2011) POSITION- 24 39 44.46016(N) 081 30 51.98120(W)   ADJUSTED
 AA0724* NAD 83(2011) ELLIP HT-   -17.043 (meters)        (06/27/12)   ADJUSTED
 AA0724* NAD 83(2011) EPOCH   -  2010.00
 AA0724* NAVD 88 ORTHO HEIGHT -     4.675 (meters)       15.34  (feet) ADJUSTED
 AA0724  ______________________________________________________________________
 AA0724  GEOID HEIGHT    -        -21.720 (meters)                     GEOID18
 AA0724  NAD 83(2011) X  -    855,805.451 (meters)                     COMP
 AA0724  NAD 83(2011) Y  - -5,736,216.361 (meters)                     COMP
 AA0724  NAD 83(2011) Z  -  2,645,123.599 (meters)                     COMP
 AA0724  LAPLACE CORR    -         -0.94  (seconds)                    DEFLEC18
 AA0724  DYNAMIC HEIGHT  -          4.667 (meters)       15.31  (feet) COMP
 AA0724  MODELED GRAVITY -    978,968.6   (mgal)                       NAVD 88
 AA0724
 AA0724  VERT ORDER      -  FIRST     CLASS II
 AA0724
 AA0724  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA0724  Standards:
 AA0724         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA0724            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA0724  -------------------------------------------------------------------
 AA0724  NETWORK    1.77   3.16           0.70   0.75   1.61     -0.02336523
 AA0724  -------------------------------------------------------------------
 AA0724  Click here for local accuracies and other accuracy information.
 AA0724
 AA0724.The horizontal coordinates were established by GPS observations
 AA0724.and adjusted by the National Geodetic Survey in June 2012.
 AA0724
 AA0724.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA0724.been affixed to the stable North American tectonic plate. See 
 AA0724.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA0724
 AA0724.The horizontal coordinates are valid at the epoch date displayed above
 AA0724.which is a decimal equivalence of Year/Month/Day.
 AA0724
 AA0724.The orthometric height was determined by differential leveling and
 AA0724.adjusted by the NATIONAL GEODETIC SURVEY
 AA0724.in June 1991.
 AA0724
 AA0724.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0724.GEOID18 height accuracy estimate available here.
 AA0724
 AA0724.This Tidal Bench Mark is designated as VM 6956
 AA0724.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0724
 AA0724.Click photographs - Photos may exist for this station.
 AA0724
 AA0724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0724
 AA0724.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA0724
 AA0724.The ellipsoidal height was determined by GPS observations
 AA0724.and is referenced to NAD 83.
 AA0724
 AA0724.The dynamic height is computed by dividing the NAVD 88
 AA0724.geopotential number by the normal gravity value computed on the
 AA0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0724.degrees latitude (g = 980.6199 gals.).
 AA0724
 AA0724.The modeled gravity was interpolated from observed gravity values.
 AA0724
 AA0724. The following values were computed from the NAD 83(2011) position.
 AA0724
 AA0724;                    North         East     Units Scale Factor Converg.
 AA0724;SPC FL E     -    36,539.090   147,928.894   MT  0.99997465   -0 12 52.8
 AA0724;SPC FL E     -   119,878.66    485,330.05   sFT  0.99997465   -0 12 52.8
 AA0724;UTM  17      - 2,727,658.605   447,946.660   MT  0.99963346   -0 12 52.8
 AA0724
 AA0724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0724!SPC FL E     -   1.00000268  x   0.99997465  =   0.99997733
 AA0724!UTM  17      -   1.00000268  x   0.99963346  =   0.99963614
 AA0724
 AA0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH4794627658(NAD 83)
 AA0724
 AA0724                          SUPERSEDED SURVEY CONTROL
 AA0724
 AA0724  NAD 83(2007)-  24 39 44.46041(N)    081 30 51.98263(W) AD(2002.00) 0
 AA0724  ELLIP H (02/10/07)  -17.028  (m)                       GP(2002.00)    
 AA0724  NAD 83(1999)-  24 39 44.46080(N)    081 30 51.98220(W) AD(       ) 1
 AA0724  ELLIP H (06/19/01)  -17.024  (m)                       GP(       ) 4 1
 AA0724  NAD 83(1990)-  24 39 44.45909(N)    081 30 51.98209(W) AD(       ) 1
 AA0724  ELLIP H (07/31/95)  -16.947  (m)                       GP(       ) 4 1
 AA0724  NAVD 88               4.67   (m)           15.3    (f) LEVELING    3  
 AA0724  NGVD 29 (09/01/92)    5.090  (m)           16.70   (f) ADJUSTED    1 2
 AA0724
 AA0724.Superseded values are not recommended for survey control.
 AA0724
 AA0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0724.See file dsdata.pdf to determine how the superseded data were derived.
 AA0724
 AA0724_MARKER: DB = BENCH MARK DISK
 AA0724_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0724_SP_SET: GUARDRAIL OF A BRIDGE
 AA0724_STAMPING: 4332 G 1982
 AA0724_MARK LOGO: NOS
 AA0724_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0724+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2016
 AA0724
 AA0724  HISTORY     - Date     Condition        Report By
 AA0724  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0724  HISTORY     - 1984     GOOD             USPSQD
 AA0724  HISTORY     - 1989     GOOD             USPSQD
 AA0724  HISTORY     - 19900926 GOOD             FLDNR
 AA0724  HISTORY     - 19940216 GOOD             KEISCH
 AA0724  HISTORY     - 20020305 GOOD             USPSQD
 AA0724  HISTORY     - 20160221 GOOD             INDIV
 AA0724  HISTORY     - 20170302 GOOD             USPSQD
 AA0724
 AA0724                          STATION DESCRIPTION
 AA0724
 AA0724'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0724'19.65 MI NE FROM KEY WEST.
 AA0724'BEGIN AT THE CATHOLIC CHURCH AT KEY WEST, GO 19.65
 AA0724'MILES NOTHEAST ALONG U.S. HIGHWAY 1 TO THE EAST END
 AA0724'OF THE BOW CHANNEL BRIDGE AT CUDJOE KEY. THE MARK
 AA0724'IS SET FLUSH IN THE TOP OF THE SOUTHEAST CONCRETE
 AA0724'GUARDRAIL. THE MARK BEARS 19.2 FEET SOUTH OF THE CENTERLINE
 AA0724'OF THE HIGHWAY AND 0.7 FEET WEST OF THE SOUTHEAST CORNER OF
 AA0724'THE GUARDRAIL.
 AA0724'THE MARK IS 3.0 FT ABOVE HIGHWAY.
 AA0724
 AA0724                          STATION RECOVERY (1984)
 AA0724
 AA0724'RECOVERY NOTE BY US POWER SQUADRON 1984
 AA0724'MARK IS LOCATED ON THE SOUTH PARAPET AT THE EAST END OF BOW CHANNEL
 AA0724'BRIDGE 900115 WHICH IS THE NEWER BRIDGE OVER BOW CHANNEL BETWEEN
 AA0724'SUGARLOAF KEY AND CUDJOE KEY. THE OLD BRIDGE BR 9 A REMAINS FOR
 AA0724'PEDESTRIAN USE IMMEDIATLEY SOUTH OF THE NEWER BRIDGE. MARK IS 19.65
 AA0724'MILES NORTHEAST ALONG U.S. HIGHWAY NO. 1 FROM THE CATHOLIC CHURCH IN
 AA0724'KEY WEST.
 AA0724
 AA0724                          STATION RECOVERY (1989)
 AA0724
 AA0724'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0724'RECOVERED IN GOOD CONDITION.
 AA0724
 AA0724                          STATION RECOVERY (1990)
 AA0724
 AA0724'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0724'RECOVERED IN GOOD CONDITION.
 AA0724
 AA0724                          STATION RECOVERY (1994)
 AA0724
 AA0724'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1994 (MDE)
 AA0724'THE STATION IS LOCATED ON THE WEST SIDE OF CUDJOE KEY AT THE EAST END
 AA0724'OF THE U.S. 1 BRIDGE OVER BOW CHANNEL IN MONROE COUNTY, FLORIDA.
 AA0724'
 AA0724'TO REACH THE STATION FROM THE POST OFFICE ON SUMERLAND KEY, GO WEST ON
 AA0724'U.S. 1 FOR 4.3 MI (6.9 KM) TO THE EAST SIDE OF THE U.S. 1 BRIDGE OVER
 AA0724'BOW CHANNEL AND THE STATION ON THE LEFT. THE STATION LIES IN THE
 AA0724'SOUTHEAST CORNER OF THE BRIDGE, 0.6 MI (1.0 KM) WEST OF MILE MARKER
 AA0724'21, 28.3 FT (8.6 M) WEST OF THE CUDJOE KEY SIGN, AND 19.3 FT (5.9 M)
 AA0724'SOUTH OF THE CENTERLINE OF U.S. 1. THE STATION IS A NATIONAL OCEAN
 AA0724'SERVICE BENCHMARK DISC SET IN A CONCRETE BRIDGE RAIL, STAMPED "4332 G
 AA0724'1982." REFERENCES-- KEITH AND SCHNARS NAIL AND DISC, SET IN THE TOP OF
 AA0724'A WOOD GUARDRAIL POST, MAGNETIC AZIMUTH OF 79 DEGREES AT 62.72 FT
 AA0724'(19.12 M) . FOUND A NOS BENCHMARK DISC SET IN THE CONCRETE FOOTING OF
 AA0724'A BRIDGE, STAMPED "4332 H," MAGNETIC AZIMUTH OF 232 DEGREES AT 10.65
 AA0724'FT (3.25 M) . FOUND A FLA D.O.T. SURVEY MARKER SET IN A CONCRETE
 AA0724'BRIDGE RAIL, STAMPED "4332 F 1982," MAGNETIC AZIMUTH OF 327 DEGREES AT
 AA0724'39.89 FT (12.16 M) . SET CARSONITE WITNESS POST, MAGNETIC AZIMUTH OF
 AA0724'88 DEGREES AT 14.7 FT (4.5 M) .
 AA0724
 AA0724                          STATION RECOVERY (2002)
 AA0724
 AA0724'RECOVERY NOTE BY US POWER SQUADRON 2002 (DAD)
 AA0724'RECOVERED IN GOOD CONDITION.
 AA0724
 AA0724                          STATION RECOVERY (2016)
 AA0724
 AA0724'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JKG)
 AA0724'RECOVERED IN GOOD CONDITION.
 AA0724
 AA0724                          STATION RECOVERY (2017)
 AA0724
 AA0724'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0724'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0723 ***********************************************************************
 AA0723  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0723  DESIGNATION -  872 4332 H TIDAL
 AA0723  PID         -  AA0723
 AA0723  STATE/COUNTY-  FL/MONROE
 AA0723  COUNTRY     -  US
 AA0723  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0723
 AA0723                         *CURRENT SURVEY CONTROL
 AA0723  ______________________________________________________________________
 AA0723* NAD 83(1986) POSITION- 24 39 44.39   (N) 081 30 52.07   (W)   HD_HELD1
 AA0723* NAVD 88 ORTHO HEIGHT -     3.425 (meters)       11.24  (feet) ADJUSTED
 AA0723  ______________________________________________________________________
 AA0723  GEOID HEIGHT    -        -21.720 (meters)                     GEOID18
 AA0723  DYNAMIC HEIGHT  -          3.419 (meters)       11.22  (feet) COMP
 AA0723  MODELED GRAVITY -    978,968.6   (mgal)                       NAVD 88
 AA0723
 AA0723  VERT ORDER      -  FIRST     CLASS II
 AA0723
 AA0723.The horizontal coordinates were determined by differentially corrected
 AA0723.hand held GPS observations or other comparable positioning techniques
 AA0723.and have an estimated accuracy of +/- 3 meters.
 AA0723
 AA0723.The orthometric height was determined by differential leveling and
 AA0723.adjusted by the NATIONAL GEODETIC SURVEY
 AA0723.in June 1991.
 AA0723
 AA0723.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0723.GEOID18 height accuracy estimate available here.
 AA0723
 AA0723.This Tidal Bench Mark is designated as VM 6957
 AA0723.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0723
 AA0723.Click photographs - Photos may exist for this station.
 AA0723
 AA0723.The dynamic height is computed by dividing the NAVD 88
 AA0723.geopotential number by the normal gravity value computed on the
 AA0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0723.degrees latitude (g = 980.6199 gals.).
 AA0723
 AA0723.The modeled gravity was interpolated from observed gravity values.
 AA0723
 AA0723;                    North         East    Units  Estimated Accuracy
 AA0723;SPC FL E     -    36,536.9     147,926.4     MT  (+/- 3 meters HH1 GPS) 
 AA0723
 AA0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH4794427656(NAD 83)
 AA0723
 AA0723                          SUPERSEDED SURVEY CONTROL
 AA0723
 AA0723  NGVD 29 (09/01/92)    3.840  (m)           12.60   (f) ADJUSTED    1 2
 AA0723
 AA0723.Superseded values are not recommended for survey control.
 AA0723
 AA0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0723.See file dsdata.pdf to determine how the superseded data were derived.
 AA0723
 AA0723_MARKER: DJ = TIDAL STATION DISK
 AA0723_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0723_SP_SET: WING WALL
 AA0723_STAMPING: 4332 H 1982
 AA0723_MARK LOGO: NOS
 AA0723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0723+STABILITY: SURFACE MOTION
 AA0723
 AA0723  HISTORY     - Date     Condition        Report By
 AA0723  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0723  HISTORY     - 1989     GOOD             USPSQD
 AA0723  HISTORY     - 19900926 GOOD             FLDNR
 AA0723  HISTORY     - 20160221 GOOD             INDIV
 AA0723
 AA0723                          STATION DESCRIPTION
 AA0723
 AA0723'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0723'19.65 MI NE FROM KEY WEST.
 AA0723'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 19.65
 AA0723'MILES NORTHEAST ALONG U.S. HIGHWAY 1 TO THE EAST END
 AA0723'OF THE NEW BOW CHANNEL BRIDGE AT CUDJOE KEY. THE MARK
 AA0723'IS SET IN THE WINGWALL THAT SUPPORTS THE MAIN WATER
 AA0723'LINE FOR THE KEYS. THE MARK BEARS 23.6 FEET SOUTH-SOUTHWEST
 AA0723'OF THE CENTERLINE OF THE BRIDGE, 3.6 FEET SOUTH-SOUTHWEST
 AA0723'OF THE SOUTHEAST CORNER OF THE CONCRETE RAIL, 0.45 FEET
 AA0723'NORTH-NORTHEAST OF THE SOUTH END OF THE WINGWALL, AND 10.9
 AA0723'FEET WEST-SOUTHWEST OF BENCH MARK 4332 G 1982.
 AA0723'THE MARK IS 1.4 FT BELOW ROAD.
 AA0723
 AA0723                          STATION RECOVERY (1989)
 AA0723
 AA0723'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0723'RECOVERED IN GOOD CONDITION.
 AA0723
 AA0723                          STATION RECOVERY (1990)
 AA0723
 AA0723'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AA0723'RECOVERED IN GOOD CONDITION.
 AA0723
 AA0723                          STATION RECOVERY (2016)
 AA0723
 AA0723'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JKG)
 AA0723'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1670 ***********************************************************************
 AA1670  DESIGNATION -  872 4332 J TIDAL
 AA1670  PID         -  AA1670
 AA1670  STATE/COUNTY-  FL/MONROE
 AA1670  COUNTRY     -  US
 AA1670  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA1670
 AA1670                         *CURRENT SURVEY CONTROL
 AA1670  ______________________________________________________________________
 AA1670* NAD 83(1986) POSITION- 24 39 40.0    (N) 081 31 07.5    (W)   HD_HELD2
 AA1670* NAVD 88 ORTHO HEIGHT -     4.558 (meters)       14.95  (feet) ADJUSTED
 AA1670  ______________________________________________________________________
 AA1670  GEOID HEIGHT    -        -21.718 (meters)                     GEOID18
 AA1670  DYNAMIC HEIGHT  -          4.551 (meters)       14.93  (feet) COMP
 AA1670  MODELED GRAVITY -    978,968.4   (mgal)                       NAVD 88
 AA1670
 AA1670  VERT ORDER      -  FIRST     CLASS II
 AA1670
 AA1670.The horizontal coordinates were established by autonomous hand held GPS
 AA1670.observations and have an estimated accuracy of +/- 10 meters.
 AA1670
 AA1670.The orthometric height was determined by differential leveling and
 AA1670.adjusted by the NATIONAL GEODETIC SURVEY
 AA1670.in May 1994.
 AA1670
 AA1670.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1670.GEOID18 height accuracy estimate available here.
 AA1670
 AA1670.Click photographs - Photos may exist for this station.
 AA1670
 AA1670.The dynamic height is computed by dividing the NAVD 88
 AA1670.geopotential number by the normal gravity value computed on the
 AA1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1670.degrees latitude (g = 980.6199 gals.).
 AA1670
 AA1670.The modeled gravity was interpolated from observed gravity values.
 AA1670
 AA1670;                    North         East    Units  Estimated Accuracy
 AA1670;SPC FL E     -    36,404.      147,492.      MT  (+/- 10 meters HH2 GPS)
 AA1670
 AA1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH4750927523(NAD 83)
 AA1670
 AA1670                          SUPERSEDED SURVEY CONTROL
 AA1670
 AA1670  NGVD 29 (09/01/92)    4.975  (m)           16.32   (f) ADJUSTED    1 2
 AA1670
 AA1670.Superseded values are not recommended for survey control.
 AA1670
 AA1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1670.See file dsdata.pdf to determine how the superseded data were derived.
 AA1670
 AA1670_MARKER: DB = BENCH MARK DISK
 AA1670_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA1670_SP_SET: BRIDGE GUARDRAIL
 AA1670_STAMPING: 4332 J
 AA1670_MARK LOGO: FLDT
 AA1670_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1670_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1670
 AA1670  HISTORY     - Date     Condition        Report By
 AA1670  HISTORY     - UNK      MONUMENTED       FLDT
 AA1670  HISTORY     - 19881108 GOOD             FLDNR
 AA1670  HISTORY     - 20160221 GOOD             INDIV
 AA1670
 AA1670                          STATION DESCRIPTION
 AA1670
 AA1670'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1670'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WESTTO THE WEST END
 AA1670'OF THE BRIDGE OVER BOW CHANNEL AND THE MARK.  LOCATED 5.88 M (19.29
 AA1670'FT) SOUTHEAST OF THE CENTERLINE OF THE U.S. HIGHWAY 1 AND 3.05 M
 AA1670'(10.01 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE BRIDGE GUARDRAIL.
 AA1670
 AA1670                          STATION RECOVERY (2016)
 AA1670
 AA1670'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JKG)
 AA1670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0155 ***********************************************************************
 AA0155  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0155  DESIGNATION -  872 4332 TIDAL PIRATE 2
 AA0155  PID         -  AA0155
 AA0155  STATE/COUNTY-  FL/MONROE
 AA0155  COUNTRY     -  US
 AA0155  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0155
 AA0155                         *CURRENT SURVEY CONTROL
 AA0155  ______________________________________________________________________
 AA0155* NAD 83(1986) POSITION- 24 39 45.     (N) 081 30 52.     (W)   SCALED
 AA0155* NAVD 88 ORTHO HEIGHT -     0.603 (meters)        1.98  (feet) ADJUSTED
 AA0155  ______________________________________________________________________
 AA0155  GEOID HEIGHT    -        -21.720 (meters)                     GEOID18
 AA0155  DYNAMIC HEIGHT  -          0.602 (meters)        1.98  (feet) COMP
 AA0155  MODELED GRAVITY -    978,968.6   (mgal)                       NAVD 88
 AA0155
 AA0155  VERT ORDER      -  FIRST     CLASS II
 AA0155
 AA0155.The horizontal coordinates were scaled from a map and have
 AA0155.an estimated accuracy of +/- 6 seconds.
 AA0155
 AA0155.The orthometric height was determined by differential leveling and
 AA0155.adjusted by the NATIONAL GEODETIC SURVEY
 AA0155.in June 1991.
 AA0155
 AA0155.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0155.GEOID18 height accuracy estimate available here.
 AA0155
 AA0155.This Tidal Bench Mark is designated as VM 6958
 AA0155.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0155
 AA0155.Click photographs - Photos may exist for this station.
 AA0155
 AA0155.The dynamic height is computed by dividing the NAVD 88
 AA0155.geopotential number by the normal gravity value computed on the
 AA0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0155.degrees latitude (g = 980.6199 gals.).
 AA0155
 AA0155.The modeled gravity was interpolated from observed gravity values.
 AA0155
 AA0155;                    North         East    Units  Estimated Accuracy
 AA0155;SPC FL E     -    36,560.      147,930.      MT  (+/- 180 meters Scaled)
 AA0155
 AA0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH479276(NAD 83)
 AA0155
 AA0155                          SUPERSEDED SURVEY CONTROL
 AA0155
 AA0155  NGVD 29 (??/??/92)    1.019  (m)            3.34   (f) SUPERSEDED  1 2
 AA0155  NGVD 29 (09/01/92)    1.019  (m)            3.34   (f) ADJUSTED    1 2
 AA0155
 AA0155.Superseded values are not recommended for survey control.
 AA0155
 AA0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0155.See file dsdata.pdf to determine how the superseded data were derived.
 AA0155
 AA0155_MARKER: DB = BENCH MARK DISK
 AA0155_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0155_SP_SET: BOW CHANNEL VIADUCT
 AA0155_STAMPING: PIRATE NO 2 1935
 AA0155_MARK LOGO: CGS
 AA0155_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0155
 AA0155  HISTORY     - Date     Condition        Report By
 AA0155  HISTORY     - 1935     MONUMENTED       CGS
 AA0155  HISTORY     - 1966     GOOD             CGS
 AA0155  HISTORY     - 1970     GOOD             NGS
 AA0155  HISTORY     - 1978     GOOD             NGS
 AA0155  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 AA0155
 AA0155                          STATION DESCRIPTION
 AA0155
 AA0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0155'19.6 MI NE FROM KEY WEST.
 AA0155'19.65 NORTHEAST ALONG U.S. HIGHWAY 1 FROM THE CATHOLIC CHURCH
 AA0155'AT KEY WEST, SET ON THE TOP OF THE NORTH CONCRETE WING WALL AT
 AA0155'THE EAST END OF BOW CHANNEL VIADUCT (BRIDGE NO. 9 A) ON CUDJOE
 AA0155'KEY, 66 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 2 FEET WEST
 AA0155'OF THE EAST END OF THE WING WALL, AND ABOUT 10 FEET BELOW THE
 AA0155'LEVEL OF THE HIGHWAY.
 AA0155
 AA0155                          STATION RECOVERY (1970)
 AA0155
 AA0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 AA0155'RECOVERED IN GOOD CONDITION.
 AA0155
 AA0155                          STATION RECOVERY (1978)
 AA0155
 AA0155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0155'RECOVERED IN GOOD CONDITION.
 AA0155
 AA0155                          STATION RECOVERY (1984)
 AA0155
 AA0155'RECOVERY NOTE BY US POWER SQUADRON 1984
 AA0155'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0913 ***********************************************************************
 AA0913  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0913  DESIGNATION -  872 4334 G TIDAL
 AA0913  PID         -  AA0913
 AA0913  STATE/COUNTY-  FL/MONROE
 AA0913  COUNTRY     -  US
 AA0913  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0913
 AA0913                         *CURRENT SURVEY CONTROL
 AA0913  ______________________________________________________________________
 AA0913* NAD 83(1986) POSITION- 24 37 50.     (N) 081 30 56.     (W)   SCALED
 AA0913* NAVD 88 ORTHO HEIGHT -     2.302 (meters)        7.55  (feet) ADJUSTED
 AA0913  ______________________________________________________________________
 AA0913  GEOID HEIGHT    -        -21.785 (meters)                     GEOID18
 AA0913  DYNAMIC HEIGHT  -          2.298 (meters)        7.54  (feet) COMP
 AA0913  MODELED GRAVITY -    978,965.6   (mgal)                       NAVD 88
 AA0913
 AA0913  VERT ORDER      -  SECOND    CLASS I
 AA0913
 AA0913.The horizontal coordinates were scaled from a map and have
 AA0913.an estimated accuracy of +/- 6 seconds.
 AA0913
 AA0913.The orthometric height was determined by differential leveling and
 AA0913.adjusted by the NATIONAL GEODETIC SURVEY
 AA0913.in June 1991.
 AA0913
 AA0913.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0913.GEOID18 height accuracy estimate available here.
 AA0913
 AA0913.This Tidal Bench Mark is designated as VM 6987
 AA0913.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0913
 AA0913.Click photographs - Photos may exist for this station.
 AA0913
 AA0913.The dynamic height is computed by dividing the NAVD 88
 AA0913.geopotential number by the normal gravity value computed on the
 AA0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0913.degrees latitude (g = 980.6199 gals.).
 AA0913
 AA0913.The modeled gravity was interpolated from observed gravity values.
 AA0913
 AA0913;                    North         East    Units  Estimated Accuracy
 AA0913;SPC FL E     -    33,020.      147,800.      MT  (+/- 180 meters Scaled)
 AA0913
 AA0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH478241(NAD 83)
 AA0913
 AA0913                          SUPERSEDED SURVEY CONTROL
 AA0913
 AA0913.No superseded survey control is available for this station.
 AA0913
 AA0913_MARKER: DJ = TIDAL STATION DISK
 AA0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0913_STAMPING: 4334 G 1982
 AA0913_MARK LOGO: NOS
 AA0913_PROJECTION: PROJECTING 10 CENTIMETERS
 AA0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0913+STABILITY: SURFACE MOTION
 AA0913
 AA0913  HISTORY     - Date     Condition        Report By
 AA0913  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0913  HISTORY     - 19881108 GOOD             FLDNR
 AA0913
 AA0913                          STATION DESCRIPTION
 AA0913
 AA0913'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0913'4.75 MI SE FROM SUGARLOAF SHORES.
 AA0913'BEGIN AT THE SUGARLOAF SHORES POST OFFICE, GO 0.1 MILE
 AA0913'SOUTHWEST ON U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD
 AA0913'C 939 (SUGARLOAF BOULEVARD), GO 2.65 MILES SOUTHEAST ON
 AA0913'C 939 TO A T-JUNCTION, GO 2.0 MILES NORTHEAST ON OLD C 939
 AA0913'(NO LONGER MAINTAINED) TO A BURNED-OUT BRIDGE AT TARPON CREEK
 AA0913'AND THE MARK.  THE MARK BEARS 10.8 FEET EAST OF THE CENTERLINE
 AA0913'OF THE ROAD, 16.5 FEET SOUTH OF A CREEK, 4.1 FEET NORTHEAST OF
 AA0913'THE EASTERNMOST BOULDER OF 3 BOULDERS BLOCKING THE ROAD, AND 1.3
 AA0913'FEET EAST OF A 6-INCH DIAMETER WOOD POST THAT PROJECTS 4 INCHES
 AA0913'ABOVE GROUND.
 AA0913
 AA0913                          STATION RECOVERY (1988)
 AA0913
 AA0913'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0913'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT GO NORTHEAST ON
 AA0913'OLD COUNTY ROAD C-939 FOR 2.66 KM (1.65 MI) TO THE MARK, NOT 3.22 KM
 AA0913'(2.00 MI) , AND THE 0.18 M (0.59 FT) DIAMETER WOOD POST PROJECTS ONLY
 AA0913'0.03 M (0.10 FT) ABOVE GROUND, NOT 0.12 M (0.39 FT) .  ADD THAT THE
 AA0913'MARK IS 2.74 M (8.99 FT) SOUTH OF THE NORTH END OF THE PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1680 ***********************************************************************
 AA1680  DESIGNATION -  872 4334 H TIDAL
 AA1680  PID         -  AA1680
 AA1680  STATE/COUNTY-  FL/MONROE
 AA1680  COUNTRY     -  US
 AA1680  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA1680
 AA1680                         *CURRENT SURVEY CONTROL
 AA1680  ______________________________________________________________________
 AA1680* NAD 83(1986) POSITION- 24 37 32.     (N) 081 31 02.     (W)   SCALED
 AA1680* NAVD 88 ORTHO HEIGHT -     0.257 (meters)        0.84  (feet) ADJUSTED
 AA1680  ______________________________________________________________________
 AA1680  GEOID HEIGHT    -        -21.796 (meters)                     GEOID18
 AA1680  DYNAMIC HEIGHT  -          0.256 (meters)        0.84  (feet) COMP
 AA1680  MODELED GRAVITY -    978,965.1   (mgal)                       NAVD 88
 AA1680
 AA1680  VERT ORDER      -  FIRST     CLASS II
 AA1680
 AA1680.The horizontal coordinates were scaled from a map and have
 AA1680.an estimated accuracy of +/- 6 seconds.
 AA1680
 AA1680.The orthometric height was determined by differential leveling and
 AA1680.adjusted by the NATIONAL GEODETIC SURVEY
 AA1680.in May 1994.
 AA1680
 AA1680.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1680.GEOID18 height accuracy estimate available here.
 AA1680
 AA1680.Click photographs - Photos may exist for this station.
 AA1680
 AA1680.The dynamic height is computed by dividing the NAVD 88
 AA1680.geopotential number by the normal gravity value computed on the
 AA1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1680.degrees latitude (g = 980.6199 gals.).
 AA1680
 AA1680.The modeled gravity was interpolated from observed gravity values.
 AA1680
 AA1680;                    North         East    Units  Estimated Accuracy
 AA1680;SPC FL E     -    32,470.      147,630.      MT  (+/- 180 meters Scaled)
 AA1680
 AA1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH476235(NAD 83)
 AA1680
 AA1680                          SUPERSEDED SURVEY CONTROL
 AA1680
 AA1680  NGVD 29 (09/01/92)    0.672  (m)            2.20   (f) ADJUSTED    1 2
 AA1680
 AA1680.Superseded values are not recommended for survey control.
 AA1680
 AA1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1680.See file dsdata.pdf to determine how the superseded data were derived.
 AA1680
 AA1680_MARKER: DJ = TIDAL STATION DISK
 AA1680_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AA1680+WITH SETTING: INFORMATION.
 AA1680_STAMPING: 4334 H 1988
 AA1680_MARK LOGO: NOS
 AA1680_PROJECTION: FLUSH
 AA1680_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1680_ROD/PIPE-DEPTH: 2.13 meters
 AA1680
 AA1680  HISTORY     - Date     Condition        Report By
 AA1680  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1680
 AA1680                          STATION DESCRIPTION
 AA1680
 AA1680'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1680'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORES, GO
 AA1680'SOUTHWEST ON U.S. HIGHWAY 1 FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF
 AA1680'COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), TURN AND GO SOUTHEAST ON
 AA1680'COUNTY ROAD C-939 FOR 4.26 KM (2.65 MI) TO A T-JUNCTION OF OLD COUNTY
 AA1680'ROAD C-939, TURN AND GO NORTHEAST ON OLD COUNTY ROAD C-939 FOR 2.09
 AA1680'KM (1.30 MI) TO THE MARK.  LOCATED 85.34 M (279.99 FT) NORTHEAST OF
 AA1680'THE TANGENT OF A ROAD CURVE AND 3.8 M (12.5 FT) NORTHWEST OF THE
 AA1680'CERTERLINE OF THE ROAD.  NOTE--OLD COUNTY ROAD C-939 IS NO LONGER
 AA1680'MAINTAINED.  NOTE--ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH LOGO
 AA1680'CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1673 ***********************************************************************
 AA1673  DESIGNATION -  872 4334 J TIDAL
 AA1673  PID         -  AA1673
 AA1673  STATE/COUNTY-  FL/MONROE
 AA1673  COUNTRY     -  US
 AA1673  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA1673
 AA1673                         *CURRENT SURVEY CONTROL
 AA1673  ______________________________________________________________________
 AA1673* NAD 83(1986) POSITION- 24 38 10.     (N) 081 30 53.     (W)   SCALED
 AA1673* NAVD 88 ORTHO HEIGHT -     0.275 (meters)        0.90  (feet) ADJUSTED
 AA1673  ______________________________________________________________________
 AA1673  GEOID HEIGHT    -        -21.773 (meters)                     GEOID18
 AA1673  DYNAMIC HEIGHT  -          0.274 (meters)        0.90  (feet) COMP
 AA1673  MODELED GRAVITY -    978,966.1   (mgal)                       NAVD 88
 AA1673
 AA1673  VERT ORDER      -  FIRST     CLASS II
 AA1673
 AA1673.The horizontal coordinates were scaled from a map and have
 AA1673.an estimated accuracy of +/- 6 seconds.
 AA1673
 AA1673.The orthometric height was determined by differential leveling and
 AA1673.adjusted by the NATIONAL GEODETIC SURVEY
 AA1673.in May 1994.
 AA1673
 AA1673.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1673.GEOID18 height accuracy estimate available here.
 AA1673
 AA1673.Click photographs - Photos may exist for this station.
 AA1673
 AA1673.The dynamic height is computed by dividing the NAVD 88
 AA1673.geopotential number by the normal gravity value computed on the
 AA1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1673.degrees latitude (g = 980.6199 gals.).
 AA1673
 AA1673.The modeled gravity was interpolated from observed gravity values.
 AA1673
 AA1673;                    North         East    Units  Estimated Accuracy
 AA1673;SPC FL E     -    33,630.      147,890.      MT  (+/- 180 meters Scaled)
 AA1673
 AA1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH479247(NAD 83)
 AA1673
 AA1673                          SUPERSEDED SURVEY CONTROL
 AA1673
 AA1673  NGVD 29 (09/01/92)    0.690  (m)            2.26   (f) ADJUSTED    1 2
 AA1673
 AA1673.Superseded values are not recommended for survey control.
 AA1673
 AA1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1673.See file dsdata.pdf to determine how the superseded data were derived.
 AA1673
 AA1673_MARKER: DJ = TIDAL STATION DISK
 AA1673_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA1673_STAMPING: 4334 J 1988
 AA1673_MARK LOGO: NOS
 AA1673_PROJECTION: FLUSH
 AA1673_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1673_ROD/PIPE-DEPTH: 9.14 meters
 AA1673
 AA1673  HISTORY     - Date     Condition        Report By
 AA1673  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1673
 AA1673                          STATION DESCRIPTION
 AA1673
 AA1673'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1673'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORES, GO
 AA1673'NORTHEAST ON U.S. HIGHWAY 1 FOR 4.58 KM (2.85 MI) TO THE JUNCTION OF
 AA1673'COUNTY ROAD C-939, TURN AND GO SOUTHEAST ON COUNTY ROAD C-939 FOR
 AA1673'2.98 KM (1.85 MI) TO THE MARK.  LOCATED 4.27 M (14.01 FT) EAST OF THE
 AA1673'CENTERLINE OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0914 ***********************************************************************
 AA0914  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0914  DESIGNATION -  872 4334 TIDAL 3
 AA0914  PID         -  AA0914
 AA0914  STATE/COUNTY-  FL/MONROE
 AA0914  COUNTRY     -  US
 AA0914  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0914
 AA0914                         *CURRENT SURVEY CONTROL
 AA0914  ______________________________________________________________________
 AA0914* NAD 83(1986) POSITION- 24 37 50.     (N) 081 30 59.     (W)   SCALED
 AA0914* NAVD 88 ORTHO HEIGHT -     0.099 (meters)        0.32  (feet) ADJUSTED
 AA0914  ______________________________________________________________________
 AA0914  GEOID HEIGHT    -        -21.785 (meters)                     GEOID18
 AA0914  DYNAMIC HEIGHT  -          0.099 (meters)        0.32  (feet) COMP
 AA0914  MODELED GRAVITY -    978,965.6   (mgal)                       NAVD 88
 AA0914
 AA0914  VERT ORDER      -  FIRST     CLASS II
 AA0914
 AA0914.The horizontal coordinates were scaled from a map and have
 AA0914.an estimated accuracy of +/- 6 seconds.
 AA0914
 AA0914.The orthometric height was determined by differential leveling and
 AA0914.adjusted by the NATIONAL GEODETIC SURVEY
 AA0914.in May 1994.
 AA0914
 AA0914.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0914.GEOID18 height accuracy estimate available here.
 AA0914
 AA0914.This Tidal Bench Mark is designated as VM 6983
 AA0914.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0914
 AA0914.Click photographs - Photos may exist for this station.
 AA0914
 AA0914.The dynamic height is computed by dividing the NAVD 88
 AA0914.geopotential number by the normal gravity value computed on the
 AA0914.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0914.degrees latitude (g = 980.6199 gals.).
 AA0914
 AA0914.The modeled gravity was interpolated from observed gravity values.
 AA0914
 AA0914;                    North         East    Units  Estimated Accuracy
 AA0914;SPC FL E     -    33,020.      147,720.      MT  (+/- 180 meters Scaled)
 AA0914
 AA0914_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH477241(NAD 83)
 AA0914
 AA0914                          SUPERSEDED SURVEY CONTROL
 AA0914
 AA0914  NAVD 88 (06/15/91)    0.111  (m)            0.36   (f) SUPERSEDED  1 2
 AA0914  NGVD 29 (09/01/92)    0.515  (m)            1.69   (f) ADJUSTED    1 2
 AA0914
 AA0914.Superseded values are not recommended for survey control.
 AA0914
 AA0914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0914.See file dsdata.pdf to determine how the superseded data were derived.
 AA0914
 AA0914_MARKER: DJ = TIDAL STATION DISK
 AA0914_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0914_STAMPING: NO. 3 1974
 AA0914_MARK LOGO: NOS
 AA0914_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0914_MAGNETIC: I = MARKER IS A STEEL ROD
 AA0914_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0914
 AA0914  HISTORY     - Date     Condition        Report By
 AA0914  HISTORY     - 1974     MONUMENTED       NOS
 AA0914  HISTORY     - 1982     GOOD             FLDNR
 AA0914  HISTORY     - 19881108 GOOD             FLDNR
 AA0914
 AA0914                          STATION DESCRIPTION
 AA0914
 AA0914'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0914'4.75 MI SE FROM SUGARLOAF SHORES.
 AA0914'BEGIN AT THE SUGARLOAF SHORES POST OFFICE, GO O.1 MILE
 AA0914'SOUTHWEST ON U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD
 AA0914'C 939 (SUGARLOAF BOULEVARD), GO 2.65 MILES SOUTHEAST ON
 AA0914'C 939 TO A T-JUNCTION, GO 2.0 MILES NORTHEAST ON OLD C 939
 AA0914'(NO LONGER MAINTAINED) TO A BURNED-OUT BRIDGE AT TARPON CREEK
 AA0914'AND THE MARK.  THE MARK BEARS 185 FEET SOUTH OF THE EDGE OF
 AA0914'THE CREEK, 19.9 FEET WEST OF THE CENTERLINE OF THE ROAD, AND
 AA0914'47 FEET WEST-SOUTHWEST OF TIDAL BENCH MARK NO 4 1974.
 AA0914
 AA0914                          STATION RECOVERY (1988)
 AA0914
 AA0914'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0914'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT GO NORTHEAST ON
 AA0914'OLD COUNTY ROAD C-939 FOR 2.57 KM (1.60 MI) TO THE MARK, NOT 3.22 KM
 AA0914'(2.00 MI) , AND THE MARK IS LOCATED 52.27 M (171.49 FT) SOUTH OF THE
 AA0914'NORTH EDGE OF THE END OF THE PAVEMENT AT THE BURNED-OUT BRIDGE OVER
 AA0914'TARPON CREEK, NOT 56.39 M (185.01 FT) .  THE MARK IS ALSO LOCATED
 AA0914'49.93 M (163.81 FT) SOUTH-SOUTHWEST OF BENCHMARK 4334 G 1982.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0912 ***********************************************************************
 AA0912  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0912  DESIGNATION -  872 4334 TIDAL 4
 AA0912  PID         -  AA0912
 AA0912  STATE/COUNTY-  FL/MONROE
 AA0912  COUNTRY     -  US
 AA0912  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0912
 AA0912                         *CURRENT SURVEY CONTROL
 AA0912  ______________________________________________________________________
 AA0912* NAD 83(1986) POSITION- 24 37 50.     (N) 081 30 59.     (W)   SCALED
 AA0912* NAVD 88 ORTHO HEIGHT -     0.187 (meters)        0.61  (feet) ADJUSTED
 AA0912  ______________________________________________________________________
 AA0912  GEOID HEIGHT    -        -21.785 (meters)                     GEOID18
 AA0912  DYNAMIC HEIGHT  -          0.187 (meters)        0.61  (feet) COMP
 AA0912  MODELED GRAVITY -    978,965.6   (mgal)                       NAVD 88
 AA0912
 AA0912  VERT ORDER      -  SECOND    CLASS I
 AA0912
 AA0912.The horizontal coordinates were scaled from a map and have
 AA0912.an estimated accuracy of +/- 6 seconds.
 AA0912
 AA0912.The orthometric height was determined by differential leveling and
 AA0912.adjusted by the NATIONAL GEODETIC SURVEY
 AA0912.in June 1991.
 AA0912
 AA0912.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0912.GEOID18 height accuracy estimate available here.
 AA0912
 AA0912.This Tidal Bench Mark is designated as VM 6984
 AA0912.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0912
 AA0912.Click photographs - Photos may exist for this station.
 AA0912
 AA0912.The dynamic height is computed by dividing the NAVD 88
 AA0912.geopotential number by the normal gravity value computed on the
 AA0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0912.degrees latitude (g = 980.6199 gals.).
 AA0912
 AA0912.The modeled gravity was interpolated from observed gravity values.
 AA0912
 AA0912;                    North         East    Units  Estimated Accuracy
 AA0912;SPC FL E     -    33,020.      147,720.      MT  (+/- 180 meters Scaled)
 AA0912
 AA0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH477241(NAD 83)
 AA0912
 AA0912                          SUPERSEDED SURVEY CONTROL
 AA0912
 AA0912.No superseded survey control is available for this station.
 AA0912
 AA0912_MARKER: DD = SURVEY DISK
 AA0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0912_STAMPING: NO 4 1974
 AA0912_MARK LOGO: NOS
 AA0912_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0912+STABILITY: SURFACE MOTION
 AA0912
 AA0912  HISTORY     - Date     Condition        Report By
 AA0912  HISTORY     - 1974     MONUMENTED       NOS
 AA0912  HISTORY     - 1982     GOOD             FLDNR
 AA0912
 AA0912                          STATION DESCRIPTION
 AA0912
 AA0912'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0912'4.75 MI SE FROM SUGARLOAF SHORES.
 AA0912'BEGIN AT THE SUGARLOAF SHORES POST OFFICE, GO 0.1 MILE
 AA0912'SOUTHWEST ON U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD
 AA0912'C 939 (SUGARLOAF BOULEVARD), GO 2.65 MILES SOUTHEAST ON
 AA0912'C 939 TO A T-JUNCTION, GO 2.0 MILES NORTHEAST ON OLD C 939
 AA0912'(NO LONGER MAINTAINED) TO A BURNED-OUT BRIDGE AT TARPON CREEK
 AA0912'AND THE MARK.  THE MARK BEARS 181 FEET SOUTH OF THE EDGE OF
 AA0912'THE CREEK, 21.0 FEET EAST OF THE CENTERLINE OF THE ROAD, AND
 AA0912'47 FEET EAST-NORTHEAST OF TIDAL BENCH MARK NO 3 1974.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0761 ***********************************************************************
 AA0761  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0761  DESIGNATION -  872 4347 F TIDAL
 AA0761  PID         -  AA0761
 AA0761  STATE/COUNTY-  FL/MONROE
 AA0761  COUNTRY     -  US
 AA0761  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0761
 AA0761                         *CURRENT SURVEY CONTROL
 AA0761  ______________________________________________________________________
 AA0761* NAD 83(1986) POSITION- 24 40 20.     (N) 081 31 59.     (W)   SCALED
 AA0761* NAVD 88 ORTHO HEIGHT -     0.745 (meters)        2.44  (feet) ADJUSTED
 AA0761  ______________________________________________________________________
 AA0761  GEOID HEIGHT    -        -21.685 (meters)                     GEOID18
 AA0761  DYNAMIC HEIGHT  -          0.744 (meters)        2.44  (feet) COMP
 AA0761  MODELED GRAVITY -    978,969.5   (mgal)                       NAVD 88
 AA0761
 AA0761  VERT ORDER      -  FIRST     CLASS II
 AA0761
 AA0761.The horizontal coordinates were scaled from a map and have
 AA0761.an estimated accuracy of +/- 6 seconds.
 AA0761
 AA0761.The orthometric height was determined by differential leveling and
 AA0761.adjusted by the NATIONAL GEODETIC SURVEY
 AA0761.in May 1994.
 AA0761
 AA0761.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0761.GEOID18 height accuracy estimate available here.
 AA0761
 AA0761.This Tidal Bench Mark is designated as VM 6994
 AA0761.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0761
 AA0761.Click photographs - Photos may exist for this station.
 AA0761
 AA0761.The dynamic height is computed by dividing the NAVD 88
 AA0761.geopotential number by the normal gravity value computed on the
 AA0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0761.degrees latitude (g = 980.6199 gals.).
 AA0761
 AA0761.The modeled gravity was interpolated from observed gravity values.
 AA0761
 AA0761;                    North         East    Units  Estimated Accuracy
 AA0761;SPC FL E     -    37,640.      146,050.      MT  (+/- 180 meters Scaled)
 AA0761
 AA0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH460287(NAD 83)
 AA0761
 AA0761                          SUPERSEDED SURVEY CONTROL
 AA0761
 AA0761  NAVD 88 (06/15/91)    0.736  (m)            2.41   (f) SUPERSEDED  1 2
 AA0761  NGVD 29 (09/01/92)    1.161  (m)            3.81   (f) ADJUSTED    1 2
 AA0761
 AA0761.Superseded values are not recommended for survey control.
 AA0761
 AA0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0761.See file dsdata.pdf to determine how the superseded data were derived.
 AA0761
 AA0761_MARKER: DJ = TIDAL STATION DISK
 AA0761_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0761_SP_SET: SEAWALL
 AA0761_STAMPING: 4347 F 1982
 AA0761_MARK LOGO: NOS
 AA0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0761+STABILITY: SURFACE MOTION
 AA0761
 AA0761  HISTORY     - Date     Condition        Report By
 AA0761  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0761  HISTORY     - 19881108 GOOD             FLDNR
 AA0761
 AA0761                          STATION DESCRIPTION
 AA0761
 AA0761'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0761'2.6 MI NE FROM SUGARLOAF SHORES.
 AA0761'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 2.35 MILES NORTHEAST
 AA0761'ON U.S. HIGHWAY 1 TO CRANE BOULEVARD, GO 1.05 MILES NORTH ON CRANE
 AA0761'BOULEVARD TO HAWKES BILL LANE, GO 0.15 MILE NORTH ON HAWKES BILL LANE
 AA0761'TO THE THIRD HOUSE ON THE RIGHT AND THE MARK.  THE MARK IS IN THE
 AA0761'SEAWALL BEHIND THE HOUSE, 1.0 FOOT NORTH OF THE SOUTH END OF THE
 AA0761'SEAWALL, 34.5 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, AND
 AA0761'67.5 FEET SOUTH OF THE NORTH END OF THE SEAWALL.
 AA0761
 AA0761                          STATION RECOVERY (1988)
 AA0761
 AA0761'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0761'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT CHANGE THIRD
 AA0761'HOUSE ON THE RIGHT TO HOUSE ON LOT NUMBER 9.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0760 ***********************************************************************
 AA0760  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0760  DESIGNATION -  872 4347 G TIDAL
 AA0760  PID         -  AA0760
 AA0760  STATE/COUNTY-  FL/MONROE
 AA0760  COUNTRY     -  US
 AA0760  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0760
 AA0760                         *CURRENT SURVEY CONTROL
 AA0760  ______________________________________________________________________
 AA0760* NAD 83(1986) POSITION- 24 40 12.     (N) 081 32 03.     (W)   SCALED
 AA0760* NAVD 88 ORTHO HEIGHT -     0.615 (meters)        2.02  (feet) ADJUSTED
 AA0760  ______________________________________________________________________
 AA0760  GEOID HEIGHT    -        -21.688 (meters)                     GEOID18
 AA0760  DYNAMIC HEIGHT  -          0.614 (meters)        2.01  (feet) COMP
 AA0760  MODELED GRAVITY -    978,969.5   (mgal)                       NAVD 88
 AA0760
 AA0760  VERT ORDER      -  FIRST     CLASS II
 AA0760
 AA0760.The horizontal coordinates were scaled from a map and have
 AA0760.an estimated accuracy of +/- 6 seconds.
 AA0760
 AA0760.The orthometric height was determined by differential leveling and
 AA0760.adjusted by the NATIONAL GEODETIC SURVEY
 AA0760.in June 1991.
 AA0760
 AA0760.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0760.GEOID18 height accuracy estimate available here.
 AA0760
 AA0760.This Tidal Bench Mark is designated as VM 6995
 AA0760.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0760
 AA0760.Click photographs - Photos may exist for this station.
 AA0760
 AA0760.The dynamic height is computed by dividing the NAVD 88
 AA0760.geopotential number by the normal gravity value computed on the
 AA0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0760.degrees latitude (g = 980.6199 gals.).
 AA0760
 AA0760.The modeled gravity was interpolated from observed gravity values.
 AA0760
 AA0760;                    North         East    Units  Estimated Accuracy
 AA0760;SPC FL E     -    37,390.      145,940.      MT  (+/- 180 meters Scaled)
 AA0760
 AA0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH459285(NAD 83)
 AA0760
 AA0760                          SUPERSEDED SURVEY CONTROL
 AA0760
 AA0760  NGVD 29 (09/01/92)    1.031  (m)            3.38   (f) ADJUSTED    1 2
 AA0760
 AA0760.Superseded values are not recommended for survey control.
 AA0760
 AA0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0760.See file dsdata.pdf to determine how the superseded data were derived.
 AA0760
 AA0760_MARKER: DJ = TIDAL STATION DISK
 AA0760_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0760_SP_SET: SEAWALL
 AA0760_STAMPING: 4347 G 1982
 AA0760_MARK LOGO: NOS
 AA0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0760+STABILITY: SURFACE MOTION
 AA0760
 AA0760  HISTORY     - Date     Condition        Report By
 AA0760  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0760  HISTORY     - 19881108 GOOD             FLDNR
 AA0760
 AA0760                          STATION DESCRIPTION
 AA0760
 AA0760'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0760'2.6 MI NE FROM SUGARLOAF SHORES.
 AA0760'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 2.35 MILES NORTHEAST
 AA0760'ON U.S. HIGHWAY 1 TO CRANE BOULEVARD, GO 1.05 MILES NORTH ON CRANE
 AA0760'BOULEVARD TO HAWKES BILL LANE, GO 0.1 MILE NORTH ON HAWKES BILL LANE
 AA0760'TO THE SECOND HOUSE ON THE RIGHT (6 HAWKES BILL LANE) AND THE MARK.
 AA0760'THE MARK BEARS 22.9 FEET SOUTH OF THE NORTH END OF THE SEAWALL BEHIND
 AA0760'THE HOUSE, 45.1 FEET NORTH OF THE SOUTH END OF THE SEAWALL, AND 24.8
 AA0760'FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.
 AA0760
 AA0760                          STATION RECOVERY (1988)
 AA0760
 AA0760'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0760'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0759 ***********************************************************************
 AA0759  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0759  DESIGNATION -  872 4347 H TIDAL
 AA0759  PID         -  AA0759
 AA0759  STATE/COUNTY-  FL/MONROE
 AA0759  COUNTRY     -  US
 AA0759  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0759
 AA0759                         *CURRENT SURVEY CONTROL
 AA0759  ______________________________________________________________________
 AA0759* NAD 83(1986) POSITION- 24 39 40.     (N) 081 31 50.     (W)   SCALED
 AA0759* NAVD 88 ORTHO HEIGHT -     2.145 (meters)        7.04  (feet) ADJUSTED
 AA0759  ______________________________________________________________________
 AA0759  GEOID HEIGHT    -        -21.707 (meters)                     GEOID18
 AA0759  DYNAMIC HEIGHT  -          2.141 (meters)        7.02  (feet) COMP
 AA0759  MODELED GRAVITY -    978,968.5   (mgal)                       NAVD 88
 AA0759
 AA0759  VERT ORDER      -  SECOND    CLASS I
 AA0759
 AA0759.The horizontal coordinates were scaled from a map and have
 AA0759.an estimated accuracy of +/- 6 seconds.
 AA0759
 AA0759.The orthometric height was determined by differential leveling and
 AA0759.adjusted by the NATIONAL GEODETIC SURVEY
 AA0759.in June 1991.
 AA0759
 AA0759.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0759.GEOID18 height accuracy estimate available here.
 AA0759
 AA0759.This Tidal Bench Mark is designated as VM 6996
 AA0759.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0759
 AA0759.Click photographs - Photos may exist for this station.
 AA0759
 AA0759.The dynamic height is computed by dividing the NAVD 88
 AA0759.geopotential number by the normal gravity value computed on the
 AA0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0759.degrees latitude (g = 980.6199 gals.).
 AA0759
 AA0759.The modeled gravity was interpolated from observed gravity values.
 AA0759
 AA0759;                    North         East    Units  Estimated Accuracy
 AA0759;SPC FL E     -    36,410.      146,300.      MT  (+/- 180 meters Scaled)
 AA0759
 AA0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH463275(NAD 83)
 AA0759
 AA0759                          SUPERSEDED SURVEY CONTROL
 AA0759
 AA0759.No superseded survey control is available for this station.
 AA0759
 AA0759_MARKER: DJ = TIDAL STATION DISK
 AA0759_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0759+WITH SETTING: PAVEMENT
 AA0759_SP_SET: FLAGPOLE BASE
 AA0759_STAMPING: 4347 H 1982
 AA0759_MARK LOGO: NOS
 AA0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0759+STABILITY: SURFACE MOTION
 AA0759
 AA0759  HISTORY     - Date     Condition        Report By
 AA0759  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0759  HISTORY     - 19881108 SEE DESCRIPTION  FLDNR
 AA0759
 AA0759                          STATION DESCRIPTION
 AA0759
 AA0759'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0759'2.6 MI NE FROM SUGARLOAF SHORES.
 AA0759'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 2.35 MILES
 AA0759'NORTHEAST ON U.S. HIGHWAY 1 TO CRANE BOULEVARD, GO 0.3 MILE NORTH ON
 AA0759'CRANE BOULEVARD TO THE SUGARLOAF ELEMENTARY SCHOOL AND THE MARK.  THE
 AA0759'MARK BEARS 1.1 FEET WEST OF THE FLAGPOLE, 42.6 FEET SOUTHWEST OF THE
 AA0759'NORTHWEST CORNER OF THE CAFETERIA, 46.5 FEET NORTH-NORTHEAST OF THE
 AA0759'NORTHWEST CORNER OF THE ADMINISTRATION BUILDING, AND 38.5 FEET EAST
 AA0759'OF THE CENTERLINE OF THE SEMI-CIRCULAR DRIVE.
 AA0759'THE MARK IS 0.1 FT ABOVE GROUND.
 AA0759
 AA0759                          STATION RECOVERY (1988)
 AA0759
 AA0759'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0759'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1756 ***********************************************************************
 AA1756  DESIGNATION -  872 4347 J TIDAL
 AA1756  PID         -  AA1756
 AA1756  STATE/COUNTY-  FL/MONROE
 AA1756  COUNTRY     -  US
 AA1756  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA1756
 AA1756                         *CURRENT SURVEY CONTROL
 AA1756  ______________________________________________________________________
 AA1756* NAD 83(1986) POSITION- 24 40 08.     (N) 081 32 05.     (W)   SCALED
 AA1756* NAVD 88 ORTHO HEIGHT -     0.096 (meters)        0.32  (feet) ADJUSTED
 AA1756  ______________________________________________________________________
 AA1756  GEOID HEIGHT    -        -21.689 (meters)                     GEOID18
 AA1756  DYNAMIC HEIGHT  -          0.096 (meters)        0.32  (feet) COMP
 AA1756  MODELED GRAVITY -    978,969.2   (mgal)                       NAVD 88
 AA1756
 AA1756  VERT ORDER      -  FIRST     CLASS II
 AA1756
 AA1756.The horizontal coordinates were scaled from a map and have
 AA1756.an estimated accuracy of +/- 6 seconds.
 AA1756
 AA1756.The orthometric height was determined by differential leveling and
 AA1756.adjusted by the NATIONAL GEODETIC SURVEY
 AA1756.in May 1994.
 AA1756
 AA1756.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1756.GEOID18 height accuracy estimate available here.
 AA1756
 AA1756.Click photographs - Photos may exist for this station.
 AA1756
 AA1756.The dynamic height is computed by dividing the NAVD 88
 AA1756.geopotential number by the normal gravity value computed on the
 AA1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1756.degrees latitude (g = 980.6199 gals.).
 AA1756
 AA1756.The modeled gravity was interpolated from observed gravity values.
 AA1756
 AA1756;                    North         East    Units  Estimated Accuracy
 AA1756;SPC FL E     -    37,270.      145,880.      MT  (+/- 180 meters Scaled)
 AA1756
 AA1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH458283(NAD 83)
 AA1756
 AA1756                          SUPERSEDED SURVEY CONTROL
 AA1756
 AA1756  NGVD 29 (09/01/92)    0.512  (m)            1.68   (f) ADJUSTED    1 2
 AA1756
 AA1756.Superseded values are not recommended for survey control.
 AA1756
 AA1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1756.See file dsdata.pdf to determine how the superseded data were derived.
 AA1756
 AA1756_MARKER: DJ = TIDAL STATION DISK
 AA1756_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA1756_STAMPING: 4347 J 1988
 AA1756_MARK LOGO: NOS
 AA1756_PROJECTION: FLUSH
 AA1756_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1756+SATELLITE: SATELLITE OBSERVATIONS - 1988
 AA1756_ROD/PIPE-DEPTH: 8.5 meters
 AA1756
 AA1756  HISTORY     - Date     Condition        Report By
 AA1756  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1756
 AA1756                          STATION DESCRIPTION
 AA1756
 AA1756'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1756'TO REACH THE MARK FROM THE POST OFFICE ON SUGARLOAF KEY GO NORTHEAST
 AA1756'ON U.S. HIGHWAY 1 FOR 2.4 MI (3.9 KM) TO THE INTERSECTION OF
 AA1756'U.S.HIGHWAY 1 AND CRANE BOULEVARD, TURN LEFT GO NORTH ON CRANE
 AA1756'BOULEVARD FOR 0.25 MI (0.40 KM) TO THE INTERSECTION OF CRANE
 AA1756'BOULEVARD AND HAWKES BILL LANE (A DIRT ROAD)AND THE MARK ON THE LEFT
 AA1756'AT THE EDGE OF THE MANGROVES, 108.0 FT (32.9 M) NORTHWEST OF THE
 AA1756'CENTERLINE JUNCTION OF HAWKS BILL LANE AND CRANE BOULEVARD, 43.0 FT
 AA1756'(13.1 M) SOUTHWEST OF THE CENTERLINE OF CRANE BOULEVARD, 3.0 FT (0.9
 AA1756'M) NORTHWEST OF POWER POLE NUMBER SL4-47-13, AND 0.4 FT (0.1 M)
 AA1756'NORTHEAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0763 ***********************************************************************
 AA0763  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0763  DESIGNATION -  872 4347 TIDAL 3
 AA0763  PID         -  AA0763
 AA0763  STATE/COUNTY-  FL/MONROE
 AA0763  COUNTRY     -  US
 AA0763  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0763
 AA0763                         *CURRENT SURVEY CONTROL
 AA0763  ______________________________________________________________________
 AA0763* NAD 83(1986) POSITION- 24 40 20.     (N) 081 31 59.     (W)   SCALED
 AA0763* NAVD 88 ORTHO HEIGHT -     0.703 (meters)        2.31  (feet) ADJUSTED
 AA0763  ______________________________________________________________________
 AA0763  GEOID HEIGHT    -        -21.685 (meters)                     GEOID18
 AA0763  DYNAMIC HEIGHT  -          0.701 (meters)        2.30  (feet) COMP
 AA0763  MODELED GRAVITY -    978,969.5   (mgal)                       NAVD 88
 AA0763
 AA0763  VERT ORDER      -  FIRST     CLASS II
 AA0763
 AA0763.The horizontal coordinates were scaled from a map and have
 AA0763.an estimated accuracy of +/- 6 seconds.
 AA0763
 AA0763.The orthometric height was determined by differential leveling and
 AA0763.adjusted by the NATIONAL GEODETIC SURVEY
 AA0763.in May 1994.
 AA0763
 AA0763.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0763.GEOID18 height accuracy estimate available here.
 AA0763
 AA0763.This Tidal Bench Mark is designated as VM 6991
 AA0763.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0763
 AA0763.Click photographs - Photos may exist for this station.
 AA0763
 AA0763.The dynamic height is computed by dividing the NAVD 88
 AA0763.geopotential number by the normal gravity value computed on the
 AA0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0763.degrees latitude (g = 980.6199 gals.).
 AA0763
 AA0763.The modeled gravity was interpolated from observed gravity values.
 AA0763
 AA0763;                    North         East    Units  Estimated Accuracy
 AA0763;SPC FL E     -    37,640.      146,050.      MT  (+/- 180 meters Scaled)
 AA0763
 AA0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH460287(NAD 83)
 AA0763
 AA0763                          SUPERSEDED SURVEY CONTROL
 AA0763
 AA0763  NAVD 88 (06/15/91)    0.699  (m)            2.29   (f) SUPERSEDED  1 2
 AA0763  NGVD 29 (09/01/92)    1.119  (m)            3.67   (f) ADJUSTED    1 2
 AA0763
 AA0763.Superseded values are not recommended for survey control.
 AA0763
 AA0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0763.See file dsdata.pdf to determine how the superseded data were derived.
 AA0763
 AA0763_MARKER: DJ = TIDAL STATION DISK
 AA0763_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0763_STAMPING: NO. 3 1974
 AA0763_MARK LOGO: NOS
 AA0763_PROJECTION: FLUSH
 AA0763_MAGNETIC: I = MARKER IS A STEEL ROD
 AA0763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0763
 AA0763  HISTORY     - Date     Condition        Report By
 AA0763  HISTORY     - 1974     MONUMENTED       NOS
 AA0763  HISTORY     - 1982     GOOD             FLDNR
 AA0763  HISTORY     - 19881108 GOOD             FLDNR
 AA0763
 AA0763                          STATION DESCRIPTION
 AA0763
 AA0763'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0763'2.6 MI NE FROM SUGARLOAF SHORES.
 AA0763'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 2.35 MILES NORTHEAST
 AA0763'ON U.S. HIGHWAY 1 TO CRANE BOULEVARD, GO 1.05 MILES NORTH ON CRANE
 AA0763'BOULEVARD TO HAWKES BILL LANE, GO 0.3 MILE NORTH ON HAWKES BILL LANE
 AA0763'TO THE MARK.  THE MARK BEARS 224 FEET SOUTH OF THE NORTH END OF A
 AA0763'CANAL, 130.0 FEET SOUTH OF A CHAIN LINK FENCE FOR THE LAST HOUSE AT
 AA0763'END OF ROAD, 10.5 FEET WEST OF THE CANAL, 110 FEET NORTH-NORTHEAST
 AA0763'OF THE NORTHWEST CORNER OF THE NEXT-TO-LAST HOUSE ALONG THE ROAD,
 AA0763'AND IS SET ATOP A COPPER-COATED ROD AND ENCASED IN A CONCRETE POST.
 AA0763
 AA0763                          STATION RECOVERY (1988)
 AA0763
 AA0763'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0763'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT CHANGE (NEXT TO
 AA0763'THE LAST HOUSE ALONG ROAD) TO THE HOUSE ON LOT NUMBER 22.  ADD 4.94 M
 AA0763'(16.21 FT) NORTHEAST OF THE NORTHEAST CORNER OF HOUSE ON LOT NUMBER
 AA0763'23, 3.99 M (13.09 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AA0763'HOUSE ON LOT NUMBER 24, 3.08 M (10.10 FT) WEST OF THE EAST EDGE OF
 AA0763'THE SEAWALL AND 0.36 M (1.18 FT) WEST OF THE WEST EDGE OF THE
 AA0763'SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0762 ***********************************************************************
 AA0762  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0762  DESIGNATION -  872 4347 TIDAL 5
 AA0762  PID         -  AA0762
 AA0762  STATE/COUNTY-  FL/MONROE
 AA0762  COUNTRY     -  US
 AA0762  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0762
 AA0762                         *CURRENT SURVEY CONTROL
 AA0762  ______________________________________________________________________
 AA0762* NAD 83(1986) POSITION- 24 40 20.     (N) 081 31 59.     (W)   SCALED
 AA0762* NAVD 88 ORTHO HEIGHT -     1.175 (meters)        3.86  (feet) ADJUSTED
 AA0762  ______________________________________________________________________
 AA0762  GEOID HEIGHT    -        -21.685 (meters)                     GEOID18
 AA0762  DYNAMIC HEIGHT  -          1.173 (meters)        3.85  (feet) COMP
 AA0762  MODELED GRAVITY -    978,969.5   (mgal)                       NAVD 88
 AA0762
 AA0762  VERT ORDER      -  FIRST     CLASS II
 AA0762
 AA0762.The horizontal coordinates were scaled from a map and have
 AA0762.an estimated accuracy of +/- 6 seconds.
 AA0762
 AA0762.The orthometric height was determined by differential leveling and
 AA0762.adjusted by the NATIONAL GEODETIC SURVEY
 AA0762.in June 1991.
 AA0762
 AA0762.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0762.GEOID18 height accuracy estimate available here.
 AA0762
 AA0762.This Tidal Bench Mark is designated as VM 6993
 AA0762.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0762
 AA0762.Click photographs - Photos may exist for this station.
 AA0762
 AA0762.The dynamic height is computed by dividing the NAVD 88
 AA0762.geopotential number by the normal gravity value computed on the
 AA0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0762.degrees latitude (g = 980.6199 gals.).
 AA0762
 AA0762.The modeled gravity was interpolated from observed gravity values.
 AA0762
 AA0762;                    North         East    Units  Estimated Accuracy
 AA0762;SPC FL E     -    37,640.      146,050.      MT  (+/- 180 meters Scaled)
 AA0762
 AA0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH460287(NAD 83)
 AA0762
 AA0762                          SUPERSEDED SURVEY CONTROL
 AA0762
 AA0762  NGVD 29 (09/01/92)    1.591  (m)            5.22   (f) ADJUSTED    1 2
 AA0762
 AA0762.Superseded values are not recommended for survey control.
 AA0762
 AA0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0762.See file dsdata.pdf to determine how the superseded data were derived.
 AA0762
 AA0762_MARKER: DJ = TIDAL STATION DISK
 AA0762_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0762_STAMPING: NO. 5 1974
 AA0762_MARK LOGO: NOS
 AA0762_PROJECTION: FLUSH
 AA0762_MAGNETIC: I = MARKER IS A STEEL ROD
 AA0762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0762
 AA0762  HISTORY     - Date     Condition        Report By
 AA0762  HISTORY     - 1974     MONUMENTED       NOS
 AA0762  HISTORY     - 1982     GOOD             FLDNR
 AA0762  HISTORY     - 19881108 GOOD             FLDNR
 AA0762
 AA0762                          STATION DESCRIPTION
 AA0762
 AA0762'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0762'2.6 MI NE FROM SUGARLOAF SHORES.
 AA0762'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 2.35 MILES NORTHEAST
 AA0762'ON U.S. HIGHWAY 1 TO CRANE BOULEVARD, GO 1.05 MILES NORTH ON CRANE
 AA0762'BOULEVARD TO HAWKES BILL LANE, GO 0.25 MILE NORTH TO 19 HAWKES BILL
 AA0762'LANE (EDGAR ALLEN RESIDENCE) AND THE MARK.  THE MARK BEARS 28.5 FEET
 AA0762'WEST OF A CANAL, 14.7 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE
 AA0762'HOUSE, 26.2 FEET SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE
 AA0762'HOUSE, AND IS UNDERNEATH THE HOUSE WHICH IS ON STILTS.  THE MARK IS
 AA0762'ATOP A COPPER-COATED STEEL ROD AND ENCASED IN A CONCRETE POST.
 AA0762
 AA0762                          STATION RECOVERY (1988)
 AA0762
 AA0762'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0762'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0758 ***********************************************************************
 AA0758  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0758  DESIGNATION -  872 4353 D TIDAL
 AA0758  PID         -  AA0758
 AA0758  STATE/COUNTY-  FL/MONROE
 AA0758  COUNTRY     -  US
 AA0758  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0758
 AA0758                         *CURRENT SURVEY CONTROL
 AA0758  ______________________________________________________________________
 AA0758* NAD 83(1986) POSITION- 24 39 20.     (N) 081 32 23.     (W)   SCALED
 AA0758* NAVD 88 ORTHO HEIGHT -     4.480 (meters)       14.70  (feet) ADJUSTED
 AA0758  ______________________________________________________________________
 AA0758  GEOID HEIGHT    -        -21.709 (meters)                     GEOID18
 AA0758  DYNAMIC HEIGHT  -          4.472 (meters)       14.67  (feet) COMP
 AA0758  MODELED GRAVITY -    978,967.9   (mgal)                       NAVD 88
 AA0758
 AA0758  VERT ORDER      -  FIRST     CLASS II
 AA0758
 AA0758.The horizontal coordinates were scaled from a map and have
 AA0758.an estimated accuracy of +/- 6 seconds.
 AA0758
 AA0758.The orthometric height was determined by differential leveling and
 AA0758.adjusted by the NATIONAL GEODETIC SURVEY
 AA0758.in May 1994.
 AA0758
 AA0758.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0758.GEOID18 height accuracy estimate available here.
 AA0758
 AA0758.This Tidal Bench Mark is designated as VM 6999
 AA0758.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0758
 AA0758.Click photographs - Photos may exist for this station.
 AA0758
 AA0758.The dynamic height is computed by dividing the NAVD 88
 AA0758.geopotential number by the normal gravity value computed on the
 AA0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0758.degrees latitude (g = 980.6199 gals.).
 AA0758
 AA0758.The modeled gravity was interpolated from observed gravity values.
 AA0758
 AA0758;                    North         East    Units  Estimated Accuracy
 AA0758;SPC FL E     -    35,800.      145,370.      MT  (+/- 180 meters Scaled)
 AA0758
 AA0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH453269(NAD 83)
 AA0758
 AA0758                          SUPERSEDED SURVEY CONTROL
 AA0758
 AA0758  NAVD 88 (06/15/91)    4.482  (m)           14.70   (f) SUPERSEDED  1 2
 AA0758  NGVD 29 (09/01/92)    4.896  (m)           16.06   (f) ADJUSTED    1 2
 AA0758
 AA0758.Superseded values are not recommended for survey control.
 AA0758
 AA0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0758.See file dsdata.pdf to determine how the superseded data were derived.
 AA0758
 AA0758_MARKER: DD = SURVEY DISK
 AA0758_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0758_SP_SET: BRIDGE PARAPET
 AA0758_STAMPING: 4353 D
 AA0758_MARK LOGO: FLDT
 AA0758_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0758
 AA0758  HISTORY     - Date     Condition        Report By
 AA0758  HISTORY     - UNK      MONUMENTED       FLDT
 AA0758  HISTORY     - 1982     GOOD             FLDNR
 AA0758  HISTORY     - 1986     GOOD             FLDNR
 AA0758  HISTORY     - 19881108 GOOD             FLDNR
 AA0758  HISTORY     - 1989     GOOD             USPSQD
 AA0758
 AA0758                          STATION DESCRIPTION
 AA0758
 AA0758'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0758'1.6 MI NE FROM SUGARLOAF SHORES.
 AA0758'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 1.6 MILES NORTHEAST
 AA0758'ON U.S. HIGHWAY 1 TO THE BRIDGE OVER PARK CHANNEL AND THE MARK.
 AA0758'THE MARK BEARS 1.0 FOOT NORTHEAST OF THE NORTHEAST ABUTMENT, 23.5
 AA0758'FEET NORTHWEST OF THE CENTERLINE OF U.S. 1, AND 9.0 FEET SOUTHWEST
 AA0758'OF THE NORTHEAST END OF THE CONCRETE GUARDRAIL.
 AA0758'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0758
 AA0758                          STATION RECOVERY (1986)
 AA0758
 AA0758'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0758'RECOVERED IN GOOD CONDITION.
 AA0758
 AA0758                          STATION RECOVERY (1988)
 AA0758
 AA0758'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0758'RECOVERED IN GOOD CONDITION.
 AA0758
 AA0758                          STATION RECOVERY (1989)
 AA0758
 AA0758'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0758'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0756 ***********************************************************************
 AA0756  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0756  DESIGNATION -  872 4353 E TIDAL
 AA0756  PID         -  AA0756
 AA0756  STATE/COUNTY-  FL/MONROE
 AA0756  COUNTRY     -  US
 AA0756  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0756
 AA0756                         *CURRENT SURVEY CONTROL
 AA0756  ______________________________________________________________________
 AA0756* NAD 83(1986) POSITION- 24 39 15.3    (N) 081 32 31.9    (W)   HD_HELD2
 AA0756* NAVD 88 ORTHO HEIGHT -     4.470 (meters)       14.67  (feet) ADJUSTED
 AA0756  ______________________________________________________________________
 AA0756  GEOID HEIGHT    -        -21.710 (meters)                     GEOID18
 AA0756  DYNAMIC HEIGHT  -          4.462 (meters)       14.64  (feet) COMP
 AA0756  MODELED GRAVITY -    978,967.9   (mgal)                       NAVD 88
 AA0756
 AA0756  VERT ORDER      -  FIRST     CLASS II
 AA0756
 AA0756.The horizontal coordinates were established by autonomous hand held GPS
 AA0756.observations and have an estimated accuracy of +/- 10 meters.
 AA0756
 AA0756.The orthometric height was determined by differential leveling and
 AA0756.adjusted by the NATIONAL GEODETIC SURVEY
 AA0756.in May 1994.
 AA0756
 AA0756.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0756.GEOID18 height accuracy estimate available here.
 AA0756
 AA0756.This Tidal Bench Mark is designated as VM 7000
 AA0756.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0756
 AA0756.Click photographs - Photos may exist for this station.
 AA0756
 AA0756.The dynamic height is computed by dividing the NAVD 88
 AA0756.geopotential number by the normal gravity value computed on the
 AA0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0756.degrees latitude (g = 980.6199 gals.).
 AA0756
 AA0756.The modeled gravity was interpolated from observed gravity values.
 AA0756
 AA0756;                    North         East    Units  Estimated Accuracy
 AA0756;SPC FL E     -    35,653.      145,116.      MT  (+/- 10 meters HH2 GPS)
 AA0756
 AA0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH4513426772(NAD 83)
 AA0756
 AA0756                          SUPERSEDED SURVEY CONTROL
 AA0756
 AA0756  NAVD 88 (06/15/91)    4.473  (m)           14.68   (f) SUPERSEDED  1 2
 AA0756  NGVD 29 (09/01/92)    4.889  (m)           16.04   (f) ADJUSTED    1 2
 AA0756
 AA0756.Superseded values are not recommended for survey control.
 AA0756
 AA0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0756.See file dsdata.pdf to determine how the superseded data were derived.
 AA0756
 AA0756_MARKER: DD = SURVEY DISK
 AA0756_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0756_SP_SET: BRIDGE PARAPET
 AA0756_STAMPING: 4353 E
 AA0756_MARK LOGO: FLDT
 AA0756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0756
 AA0756  HISTORY     - Date     Condition        Report By
 AA0756  HISTORY     - UNK      MONUMENTED       FLDT
 AA0756  HISTORY     - 1982     GOOD             FLDNR
 AA0756  HISTORY     - 1986     GOOD             FLDNR
 AA0756  HISTORY     - 19881108 GOOD             FLDNR
 AA0756  HISTORY     - 1989     GOOD             USPSQD
 AA0756  HISTORY     - 20160221 GOOD             INDIV
 AA0756
 AA0756                          STATION DESCRIPTION
 AA0756
 AA0756'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0756'1.6 MI NE FROM SUGARLOAF SHORES.
 AA0756'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 1.6 MILES
 AA0756'NORTHEAST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER PARK CHANNEL AND THE
 AA0756'MARK.  THE MARK BEARS 1.1 FEET SOUTHWEST OF THE SOUTHWEST ABUTMENT,
 AA0756'23.4 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1 AND 8.9 FEET
 AA0756'NORTHEAST OF THE SOUTHWEST END OF THE CONCRETE GUARDRAIL.
 AA0756'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0756
 AA0756                          STATION RECOVERY (1986)
 AA0756
 AA0756'RECOVERY NOTE BY FL DEPT OF NAT RES 1986 (JM)
 AA0756'RECOVERED IN GOOD CONDITION.
 AA0756
 AA0756                          STATION RECOVERY (1988)
 AA0756
 AA0756'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0756'RECOVERED IN GOOD CONDITION.
 AA0756
 AA0756                          STATION RECOVERY (1989)
 AA0756
 AA0756'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0756'RECOVERED IN GOOD CONDITION.
 AA0756
 AA0756                          STATION RECOVERY (2016)
 AA0756
 AA0756'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JKG)
 AA0756'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1668 ***********************************************************************
 AA1668  DESIGNATION -  872 4353 G TIDAL
 AA1668  PID         -  AA1668
 AA1668  STATE/COUNTY-  FL/MONROE
 AA1668  COUNTRY     -  US
 AA1668  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA1668
 AA1668                         *CURRENT SURVEY CONTROL
 AA1668  ______________________________________________________________________
 AA1668* NAD 83(1986) POSITION- 24 39 15.     (N) 081 32 33.     (W)   SCALED
 AA1668* NAVD 88 ORTHO HEIGHT -     1.028 (meters)        3.37  (feet) ADJUSTED
 AA1668  ______________________________________________________________________
 AA1668  GEOID HEIGHT    -        -21.710 (meters)                     GEOID18
 AA1668  DYNAMIC HEIGHT  -          1.027 (meters)        3.37  (feet) COMP
 AA1668  MODELED GRAVITY -    978,967.8   (mgal)                       NAVD 88
 AA1668
 AA1668  VERT ORDER      -  FIRST     CLASS II
 AA1668
 AA1668.The horizontal coordinates were scaled from a map and have
 AA1668.an estimated accuracy of +/- 6 seconds.
 AA1668
 AA1668.The orthometric height was determined by differential leveling and
 AA1668.adjusted by the NATIONAL GEODETIC SURVEY
 AA1668.in May 1994.
 AA1668
 AA1668.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1668.GEOID18 height accuracy estimate available here.
 AA1668
 AA1668.Click photographs - Photos may exist for this station.
 AA1668
 AA1668.The dynamic height is computed by dividing the NAVD 88
 AA1668.geopotential number by the normal gravity value computed on the
 AA1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1668.degrees latitude (g = 980.6199 gals.).
 AA1668
 AA1668.The modeled gravity was interpolated from observed gravity values.
 AA1668
 AA1668;                    North         East    Units  Estimated Accuracy
 AA1668;SPC FL E     -    35,640.      145,090.      MT  (+/- 180 meters Scaled)
 AA1668
 AA1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH451267(NAD 83)
 AA1668
 AA1668                          SUPERSEDED SURVEY CONTROL
 AA1668
 AA1668  NGVD 29 (09/01/92)    1.447  (m)            4.75   (f) ADJUSTED    1 2
 AA1668
 AA1668.Superseded values are not recommended for survey control.
 AA1668
 AA1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1668.See file dsdata.pdf to determine how the superseded data were derived.
 AA1668
 AA1668_MARKER: DJ = TIDAL STATION DISK
 AA1668_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1668_SP_SET: POWER POLE BASE
 AA1668_STAMPING: 4353 G 1988
 AA1668_MARK LOGO: NOS
 AA1668_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1668_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1668
 AA1668  HISTORY     - Date     Condition        Report By
 AA1668  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1668
 AA1668                          STATION DESCRIPTION
 AA1668
 AA1668'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1668'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORESTO THE
 AA1668'SOUTHEAST END OF THE BRIDGE OVER PARK CHANNEL AND THE
 AA1668'MARKSOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CORNER GUARDRAIL
 AA1668'FOR THE BRIDGESOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1
 AA1668'AND 0.15 M (0.49 FT) NORTH-NORTHEAST OF THE NORTH FACE OF THE POWER
 AA1668'POLE.  NOTE--THE MARK IS 0.30 M (0.98 FT) ABOVE GROUND AND 1.37 M
 AA1668'(4.49 FT) BELOW THE U.S. HIGHWAY 1.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0757 ***********************************************************************
 AA0757  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0757  DESIGNATION -  872 4353 TIDAL 1
 AA0757  PID         -  AA0757
 AA0757  STATE/COUNTY-  FL/MONROE
 AA0757  COUNTRY     -  US
 AA0757  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0757
 AA0757                         *CURRENT SURVEY CONTROL
 AA0757  ______________________________________________________________________
 AA0757* NAD 83(1986) POSITION- 24 39 20.     (N) 081 32 23.     (W)   SCALED
 AA0757* NAVD 88 ORTHO HEIGHT -     1.217 (meters)        3.99  (feet) ADJUSTED
 AA0757  ______________________________________________________________________
 AA0757  GEOID HEIGHT    -        -21.709 (meters)                     GEOID18
 AA0757  DYNAMIC HEIGHT  -          1.215 (meters)        3.99  (feet) COMP
 AA0757  MODELED GRAVITY -    978,967.9   (mgal)                       NAVD 88
 AA0757
 AA0757  VERT ORDER      -  FIRST     CLASS II
 AA0757
 AA0757.The horizontal coordinates were scaled from a map and have
 AA0757.an estimated accuracy of +/- 6 seconds.
 AA0757
 AA0757.The orthometric height was determined by differential leveling and
 AA0757.adjusted by the NATIONAL GEODETIC SURVEY
 AA0757.in June 1991.
 AA0757
 AA0757.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0757.GEOID18 height accuracy estimate available here.
 AA0757
 AA0757.This Tidal Bench Mark is designated as VM 6998
 AA0757.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0757
 AA0757.Click photographs - Photos may exist for this station.
 AA0757
 AA0757.The dynamic height is computed by dividing the NAVD 88
 AA0757.geopotential number by the normal gravity value computed on the
 AA0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0757.degrees latitude (g = 980.6199 gals.).
 AA0757
 AA0757.The modeled gravity was interpolated from observed gravity values.
 AA0757
 AA0757;                    North         East    Units  Estimated Accuracy
 AA0757;SPC FL E     -    35,800.      145,370.      MT  (+/- 180 meters Scaled)
 AA0757
 AA0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH453269(NAD 83)
 AA0757
 AA0757                          SUPERSEDED SURVEY CONTROL
 AA0757
 AA0757  NGVD 29 (09/01/92)    1.635  (m)            5.36   (f) ADJUSTED    1 2
 AA0757
 AA0757.Superseded values are not recommended for survey control.
 AA0757
 AA0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0757.See file dsdata.pdf to determine how the superseded data were derived.
 AA0757
 AA0757_MARKER: DJ = TIDAL STATION DISK
 AA0757_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0757_SP_SET: WINGWALL
 AA0757_STAMPING: NO. 1 1973
 AA0757_MARK LOGO: NOS
 AA0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0757+STABILITY: SURFACE MOTION
 AA0757
 AA0757  HISTORY     - Date     Condition        Report By
 AA0757  HISTORY     - 1973     MONUMENTED       NOS
 AA0757  HISTORY     - 1982     GOOD             FLDNR
 AA0757  HISTORY     - 19881108 GOOD             FLDNR
 AA0757
 AA0757                          STATION DESCRIPTION
 AA0757
 AA0757'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0757'1.6 MI NE FROM SUGARLOAF SHORES.
 AA0757'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 1.6 MILES NORTHEAST
 AA0757'ON U.S. HIGHWAY 1 TO THE BRIDGE OVER PARK CHANNEL AND THE MARK.  THE
 AA0757'MARK IS SET IN THE SOUTH WINGWALL AT THE NORTHEAST END OF THE OLD
 AA0757'HIGHWAY BRIDGE, NOW USED AS A FISHING PIER, 43.5 FEET
 AA0757'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE OLD BRIDGE, AND 29.6 FEET
 AA0757'NORTHWEST OF THE SOUTHEAST END OF THE WINGWALL.
 AA0757'THE MARK IS 2.6 FT BELOW OLD BRIDGE.
 AA0757
 AA0757                          STATION RECOVERY (1988)
 AA0757
 AA0757'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0757'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1671 ***********************************************************************
 AA1671  DESIGNATION -  872 4363 F TIDAL
 AA1671  PID         -  AA1671
 AA1671  STATE/COUNTY-  FL/MONROE
 AA1671  COUNTRY     -  US
 AA1671  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA1671
 AA1671                         *CURRENT SURVEY CONTROL
 AA1671  ______________________________________________________________________
 AA1671* NAD 83(1986) POSITION- 24 38 04.     (N) 081 33 05.     (W)   SCALED
 AA1671* NAVD 88 ORTHO HEIGHT -     0.313 (meters)        1.03  (feet) ADJUSTED
 AA1671  ______________________________________________________________________
 AA1671  GEOID HEIGHT    -        -21.743 (meters)                     GEOID18
 AA1671  DYNAMIC HEIGHT  -          0.313 (meters)        1.03  (feet) COMP
 AA1671  MODELED GRAVITY -    978,965.8   (mgal)                       NAVD 88
 AA1671
 AA1671  VERT ORDER      -  FIRST     CLASS II
 AA1671
 AA1671.The horizontal coordinates were scaled from a map and have
 AA1671.an estimated accuracy of +/- 6 seconds.
 AA1671
 AA1671.The orthometric height was determined by differential leveling and
 AA1671.adjusted by the NATIONAL GEODETIC SURVEY
 AA1671.in May 1994.
 AA1671
 AA1671.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1671.GEOID18 height accuracy estimate available here.
 AA1671
 AA1671.Click photographs - Photos may exist for this station.
 AA1671
 AA1671.The dynamic height is computed by dividing the NAVD 88
 AA1671.geopotential number by the normal gravity value computed on the
 AA1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1671.degrees latitude (g = 980.6199 gals.).
 AA1671
 AA1671.The modeled gravity was interpolated from observed gravity values.
 AA1671
 AA1671;                    North         East    Units  Estimated Accuracy
 AA1671;SPC FL E     -    33,460.      144,180.      MT  (+/- 180 meters Scaled)
 AA1671
 AA1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH441245(NAD 83)
 AA1671
 AA1671                          SUPERSEDED SURVEY CONTROL
 AA1671
 AA1671  NGVD 29 (09/01/92)    0.728  (m)            2.39   (f) ADJUSTED    1 2
 AA1671
 AA1671.Superseded values are not recommended for survey control.
 AA1671
 AA1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1671.See file dsdata.pdf to determine how the superseded data were derived.
 AA1671
 AA1671_MARKER: DJ = TIDAL STATION DISK
 AA1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1671_STAMPING: 4363 F 1988
 AA1671_MARK LOGO: NOS
 AA1671_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1671+STABILITY: SURFACE MOTION
 AA1671
 AA1671  HISTORY     - Date     Condition        Report By
 AA1671  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1671
 AA1671                          STATION DESCRIPTION
 AA1671
 AA1671'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1671'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORESTO COUNTY
 AA1671'ROAD C-939 (SUGARLOAF BOULEVARD)TO THE JUNCTION OF LA BRISA LANE AND
 AA1671'THE MARK.  LOCATED 8.53 M (27.99 FT) EAST-NORTHEAST OF THE CENTERLINE
 AA1671'OF COUNTY ROAD C-939NORTH-NORTHWEST OF THE CENTERLINE OF LA BRISA
 AA1671'LANEEAST-SOUTHEAST OF BENCHMARK NO.5 AND 0.91 M (2.99 FT)
 AA1671'WEST-SOUTHWEST OF POWER POLE NUMBER SL9 66.5.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0740 ***********************************************************************
 AA0740  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0740  DESIGNATION -  872 4363 TIDAL 2
 AA0740  PID         -  AA0740
 AA0740  STATE/COUNTY-  FL/MONROE
 AA0740  COUNTRY     -  US
 AA0740  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0740
 AA0740                         *CURRENT SURVEY CONTROL
 AA0740  ______________________________________________________________________
 AA0740* NAD 83(1986) POSITION- 24 38 05.     (N) 081 33 07.     (W)   SCALED
 AA0740* NAVD 88 ORTHO HEIGHT -     0.940 (meters)        3.08  (feet) ADJUSTED
 AA0740  ______________________________________________________________________
 AA0740  GEOID HEIGHT    -        -21.742 (meters)                     GEOID18
 AA0740  DYNAMIC HEIGHT  -          0.939 (meters)        3.08  (feet) COMP
 AA0740  MODELED GRAVITY -    978,965.8   (mgal)                       NAVD 88
 AA0740
 AA0740  VERT ORDER      -  FIRST     CLASS II
 AA0740
 AA0740.The horizontal coordinates were scaled from a map and have
 AA0740.an estimated accuracy of +/- 6 seconds.
 AA0740
 AA0740.The orthometric height was determined by differential leveling and
 AA0740.adjusted by the NATIONAL GEODETIC SURVEY
 AA0740.in June 1991.
 AA0740
 AA0740.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0740.GEOID18 height accuracy estimate available here.
 AA0740
 AA0740.This Tidal Bench Mark is designated as VM 7002
 AA0740.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0740
 AA0740.Click photographs - Photos may exist for this station.
 AA0740
 AA0740.The dynamic height is computed by dividing the NAVD 88
 AA0740.geopotential number by the normal gravity value computed on the
 AA0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0740.degrees latitude (g = 980.6199 gals.).
 AA0740
 AA0740.The modeled gravity was interpolated from observed gravity values.
 AA0740
 AA0740;                    North         East    Units  Estimated Accuracy
 AA0740;SPC FL E     -    33,490.      144,120.      MT  (+/- 180 meters Scaled)
 AA0740
 AA0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH441246(NAD 83)
 AA0740
 AA0740                          SUPERSEDED SURVEY CONTROL
 AA0740
 AA0740  NGVD 29 (09/01/92)    1.354  (m)            4.44   (f) ADJUSTED    1 2
 AA0740
 AA0740.Superseded values are not recommended for survey control.
 AA0740
 AA0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0740.See file dsdata.pdf to determine how the superseded data were derived.
 AA0740
 AA0740_MARKER: DJ = TIDAL STATION DISK
 AA0740_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0740_SP_SET: SEAWALL
 AA0740_STAMPING: NO. 2 1974
 AA0740_MARK LOGO: NOS
 AA0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0740+STABILITY: SURFACE MOTION
 AA0740
 AA0740  HISTORY     - Date     Condition        Report By
 AA0740  HISTORY     - 1974     MONUMENTED       NOS
 AA0740  HISTORY     - 1982     GOOD             FLDNR
 AA0740  HISTORY     - 19881108 GOOD             FLDNR
 AA0740
 AA0740                          STATION DESCRIPTION
 AA0740
 AA0740'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0740'IN SUGARLOAF SHORES.
 AA0740'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE SOUTHWEST
 AA0740'ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), GO
 AA0740'1.2 MILES SOUTHEAST ON C-939 TO 900 SUGARLOAF BOULEVARD AND THE MARK
 AA0740'VICINITY.  THE MARK IS IN THE TOP OF THE SEAWALL WEST OF THE HOUSE,
 AA0740'112.2 FEET NORTHWEST OF A BOAT RAMP, 63.0 FEET SOUTHWEST OF THE
 AA0740'SOUTH CORNER OF THE BOAT SLIP, AND 5.8 FEET SOUTHWEST OF THE CENTER
 AA0740'OF CONCRETE STEPS LEADING TO THE WATER.
 AA0740
 AA0740                          STATION RECOVERY (1988)
 AA0740
 AA0740'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0740'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  ADD THAT 900 SUGARLOAF
 AA0740'BOULEVARD IS LOCATED ACROSS FROM THE INTERSECTION OF DOLPHIN STREET
 AA0740'EAST AND SUGARLOAF BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0741 ***********************************************************************
 AA0741  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0741  DESIGNATION -  872 4363 TIDAL 3
 AA0741  PID         -  AA0741
 AA0741  STATE/COUNTY-  FL/MONROE
 AA0741  COUNTRY     -  US
 AA0741  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0741
 AA0741                         *CURRENT SURVEY CONTROL
 AA0741  ______________________________________________________________________
 AA0741* NAD 83(1986) POSITION- 24 38 05.     (N) 081 33 07.     (W)   SCALED
 AA0741* NAVD 88 ORTHO HEIGHT -     0.936 (meters)        3.07  (feet) ADJUSTED
 AA0741  ______________________________________________________________________
 AA0741  GEOID HEIGHT    -        -21.742 (meters)                     GEOID18
 AA0741  DYNAMIC HEIGHT  -          0.934 (meters)        3.06  (feet) COMP
 AA0741  MODELED GRAVITY -    978,965.8   (mgal)                       NAVD 88
 AA0741
 AA0741  VERT ORDER      -  FIRST     CLASS II
 AA0741
 AA0741.The horizontal coordinates were scaled from a map and have
 AA0741.an estimated accuracy of +/- 6 seconds.
 AA0741
 AA0741.The orthometric height was determined by differential leveling and
 AA0741.adjusted by the NATIONAL GEODETIC SURVEY
 AA0741.in June 1991.
 AA0741
 AA0741.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0741.GEOID18 height accuracy estimate available here.
 AA0741
 AA0741.This Tidal Bench Mark is designated as VM 7003
 AA0741.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0741
 AA0741.Click photographs - Photos may exist for this station.
 AA0741
 AA0741.The dynamic height is computed by dividing the NAVD 88
 AA0741.geopotential number by the normal gravity value computed on the
 AA0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0741.degrees latitude (g = 980.6199 gals.).
 AA0741
 AA0741.The modeled gravity was interpolated from observed gravity values.
 AA0741
 AA0741;                    North         East    Units  Estimated Accuracy
 AA0741;SPC FL E     -    33,490.      144,120.      MT  (+/- 180 meters Scaled)
 AA0741
 AA0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH441246(NAD 83)
 AA0741
 AA0741                          SUPERSEDED SURVEY CONTROL
 AA0741
 AA0741  NGVD 29 (09/01/92)    1.350  (m)            4.43   (f) ADJUSTED    1 2
 AA0741
 AA0741.Superseded values are not recommended for survey control.
 AA0741
 AA0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0741.See file dsdata.pdf to determine how the superseded data were derived.
 AA0741
 AA0741_MARKER: DJ = TIDAL STATION DISK
 AA0741_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0741_SP_SET: SEAWALL
 AA0741_STAMPING: NO. 3 1974
 AA0741_MARK LOGO: NOS
 AA0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0741+STABILITY: SURFACE MOTION
 AA0741
 AA0741  HISTORY     - Date     Condition        Report By
 AA0741  HISTORY     - 1974     MONUMENTED       NOS
 AA0741  HISTORY     - 1982     GOOD             FLDNR
 AA0741  HISTORY     - 19881108 GOOD             FLDNR
 AA0741
 AA0741                          STATION DESCRIPTION
 AA0741
 AA0741'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0741'IN SUGARLOAF SHORES.
 AA0741'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE SOUTHWEST
 AA0741'ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), GO
 AA0741'1.2 MILES SOUTHEAST ON C-939 TO 900 SUGARLOAF BOULEVARD AND THE
 AA0741'MARK VICINITY.  THE MARK IS IN THE TOP OF THE NORTHEAST END OF THE
 AA0741'SEAWALL ON THE NORTH SIDE OF THE PROPERTY, 64.2 FEET NORTHEAST OF
 AA0741'THE NORTH CORNER OF THE BOAT SLIP, AND 37.2 FEET NORTH-NORTHWEST
 AA0741'OF THE NORTH CORNER OF THE HOUSE.
 AA0741
 AA0741                          STATION RECOVERY (1988)
 AA0741
 AA0741'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0741'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  ADD THAT 900 SUGARLOAF
 AA0741'BOULEVARD IS LOCATED ACROSS FROM THE INTERSECTION OF DOLPHIN STREET
 AA0741'EAST AND SUGARLOAF BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0739 ***********************************************************************
 AA0739  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0739  DESIGNATION -  872 4363 TIDAL 4
 AA0739  PID         -  AA0739
 AA0739  STATE/COUNTY-  FL/MONROE
 AA0739  COUNTRY     -  US
 AA0739  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0739
 AA0739                         *CURRENT SURVEY CONTROL
 AA0739  ______________________________________________________________________
 AA0739* NAD 83(1986) POSITION- 24 38 05.     (N) 081 33 07.     (W)   SCALED
 AA0739* NAVD 88 ORTHO HEIGHT -     0.653 (meters)        2.14  (feet) ADJUSTED
 AA0739  ______________________________________________________________________
 AA0739  GEOID HEIGHT    -        -21.742 (meters)                     GEOID18
 AA0739  DYNAMIC HEIGHT  -          0.652 (meters)        2.14  (feet) COMP
 AA0739  MODELED GRAVITY -    978,965.8   (mgal)                       NAVD 88
 AA0739
 AA0739  VERT ORDER      -  FIRST     CLASS II
 AA0739
 AA0739.The horizontal coordinates were scaled from a map and have
 AA0739.an estimated accuracy of +/- 6 seconds.
 AA0739
 AA0739.The orthometric height was determined by differential leveling and
 AA0739.adjusted by the NATIONAL GEODETIC SURVEY
 AA0739.in June 1991.
 AA0739
 AA0739.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0739.GEOID18 height accuracy estimate available here.
 AA0739
 AA0739.This Tidal Bench Mark is designated as VM 7004
 AA0739.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0739
 AA0739.Click photographs - Photos may exist for this station.
 AA0739
 AA0739.The dynamic height is computed by dividing the NAVD 88
 AA0739.geopotential number by the normal gravity value computed on the
 AA0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0739.degrees latitude (g = 980.6199 gals.).
 AA0739
 AA0739.The modeled gravity was interpolated from observed gravity values.
 AA0739
 AA0739;                    North         East    Units  Estimated Accuracy
 AA0739;SPC FL E     -    33,490.      144,120.      MT  (+/- 180 meters Scaled)
 AA0739
 AA0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH441246(NAD 83)
 AA0739
 AA0739                          SUPERSEDED SURVEY CONTROL
 AA0739
 AA0739  NGVD 29 (09/01/92)    1.068  (m)            3.50   (f) ADJUSTED    1 2
 AA0739
 AA0739.Superseded values are not recommended for survey control.
 AA0739
 AA0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0739.See file dsdata.pdf to determine how the superseded data were derived.
 AA0739
 AA0739_MARKER: DJ = TIDAL STATION DISK
 AA0739_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0739_STAMPING: NO. 4 1974
 AA0739_MARK LOGO: NOS
 AA0739_PROJECTION: PROJECTING 8 CENTIMETERS
 AA0739_MAGNETIC: I = MARKER IS A STEEL ROD
 AA0739_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0739
 AA0739  HISTORY     - Date     Condition        Report By
 AA0739  HISTORY     - 1974     MONUMENTED       NOS
 AA0739  HISTORY     - 1982     GOOD             FLDNR
 AA0739  HISTORY     - 19881108 GOOD             FLDNR
 AA0739
 AA0739                          STATION DESCRIPTION
 AA0739
 AA0739'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0739'IN SUGARLOAF SHORES.
 AA0739'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE SOUTHWEST
 AA0739'ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), GO
 AA0739'1.2 MILES SOUTHEAST ON C-939 TO 900 SUGARLOAF BOULEVARD AND THE
 AA0739'MARK VICINITY.  THE MARK IS NEAR THE EAST PROPERTY CORNER, 37.6
 AA0739'FEET SOUTHWEST OF THE CENTERLINE OF C-939, 145 FEET SOUTHEAST OF
 AA0739'THE CENTERLINE OF THE DRIVE TO THE HOUSE, 12.3 FEET NORTHEAST OF
 AA0739'POWER POLE SL-9-62-1, AND IS SET ATOP A COPPER-COATED STEEL ROD
 AA0739'AND ENCASED IN A CONCRETE POST.
 AA0739
 AA0739                          STATION RECOVERY (1988)
 AA0739
 AA0739'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0739'RECOVERED IN GOOD CONDITION AND AS DESCRIBED.  ADD THAT 900 SUGARLOAF
 AA0739'BOULEVARD IS LOCATED ACROSS FROM THE INTERSECTION OF DOLPHIN STREET
 AA0739'EAST AND SUGARLOAF BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0738 ***********************************************************************
 AA0738  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0738  DESIGNATION -  872 4363 TIDAL 5
 AA0738  PID         -  AA0738
 AA0738  STATE/COUNTY-  FL/MONROE
 AA0738  COUNTRY     -  US
 AA0738  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0738
 AA0738                         *CURRENT SURVEY CONTROL
 AA0738  ______________________________________________________________________
 AA0738* NAD 83(1986) POSITION- 24 38 06.     (N) 081 33 08.     (W)   SCALED
 AA0738* NAVD 88 ORTHO HEIGHT -     0.652 (meters)        2.14  (feet) ADJUSTED
 AA0738  ______________________________________________________________________
 AA0738  GEOID HEIGHT    -        -21.741 (meters)                     GEOID18
 AA0738  DYNAMIC HEIGHT  -          0.651 (meters)        2.14  (feet) COMP
 AA0738  MODELED GRAVITY -    978,965.9   (mgal)                       NAVD 88
 AA0738
 AA0738  VERT ORDER      -  FIRST     CLASS II
 AA0738
 AA0738.The horizontal coordinates were scaled from a map and have
 AA0738.an estimated accuracy of +/- 6 seconds.
 AA0738
 AA0738.The orthometric height was determined by differential leveling and
 AA0738.adjusted by the NATIONAL GEODETIC SURVEY
 AA0738.in June 1991.
 AA0738
 AA0738.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0738.GEOID18 height accuracy estimate available here.
 AA0738
 AA0738.This Tidal Bench Mark is designated as VM 7005
 AA0738.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0738
 AA0738.Click photographs - Photos may exist for this station.
 AA0738
 AA0738.The dynamic height is computed by dividing the NAVD 88
 AA0738.geopotential number by the normal gravity value computed on the
 AA0738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0738.degrees latitude (g = 980.6199 gals.).
 AA0738
 AA0738.The modeled gravity was interpolated from observed gravity values.
 AA0738
 AA0738;                    North         East    Units  Estimated Accuracy
 AA0738;SPC FL E     -    33,530.      144,090.      MT  (+/- 180 meters Scaled)
 AA0738
 AA0738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH441246(NAD 83)
 AA0738
 AA0738                          SUPERSEDED SURVEY CONTROL
 AA0738
 AA0738  NGVD 29 (09/01/92)    1.066  (m)            3.50   (f) ADJUSTED    1 2
 AA0738
 AA0738.Superseded values are not recommended for survey control.
 AA0738
 AA0738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0738.See file dsdata.pdf to determine how the superseded data were derived.
 AA0738
 AA0738_MARKER: DJ = TIDAL STATION DISK
 AA0738_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0738_STAMPING: NO. 5 1974
 AA0738_MARK LOGO: NOS
 AA0738_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0738_MAGNETIC: I = MARKER IS A STEEL ROD
 AA0738_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0738
 AA0738  HISTORY     - Date     Condition        Report By
 AA0738  HISTORY     - 1974     MONUMENTED       NOS
 AA0738  HISTORY     - 1982     GOOD             FLDNR
 AA0738  HISTORY     - 19881108 GOOD             FLDNR
 AA0738
 AA0738                          STATION DESCRIPTION
 AA0738
 AA0738'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0738'IN SUGARLOAF SHORES.
 AA0738'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE SOUTHWEST
 AA0738'ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), GO
 AA0738'1.2 MILES SOUTHEAST ON C-939 TO 900 SUGARLOAF BOULEVARD AND THE
 AA0738'MARK VICINITY.  THE MARK BEARS 383 FEET SOUTHEAST OF THE CENTERLINE
 AA0738'OF THE DRIVE TO THE HOUSE, 238 FEET SOUTHEAST OF POWER POLE SL
 AA0738'9-62-1, 40 FEET SOUTHWEST OF THE CENTERLINE OF C-939, 3.5 FEET EAST
 AA0738'OF ANOTHER POWER POLE, AND IS SET ATOP A COPPER-COATED STEEL ROD
 AA0738'AND ENCASED IN A CONCRETE POST.
 AA0738
 AA0738                          STATION RECOVERY (1988)
 AA0738
 AA0738'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0738'TO REACH THE MARK FROM POST OFFICE IN SUGARLOAF SHORESTO COUNTY ROAD
 AA0738'C-939 (SUGARLOAF BOULEVARD)TO THE JUNCTION OF PINE TREE LANE AND THE
 AA0738'MARK.  LOCATED 11.89 M (39.01 FT) SOUTHWEST OF THE CENTERLINE OF
 AA0738'COUNTY ROAD C-939SOUTHEAST OF THE EXTENDED CENTERLINE OF PINE TREE
 AA0738'LANEWEST-NORTHWEST OF BENCHMARK 4363 FSOUTHEAST OF BENCHMARK NO.4,
 AA0738'4.82 M (15.81 FT) NORTH OF A POWER POLE AND IS ON THE NORTHWEST SIDE
 AA0738'OF A GRAVEL DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0750 ***********************************************************************
 AA0750  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0750  DESIGNATION -  872 4367 F TIDAL
 AA0750  PID         -  AA0750
 AA0750  STATE/COUNTY-  FL/MONROE
 AA0750  COUNTRY     -  US
 AA0750  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0750
 AA0750                         *CURRENT SURVEY CONTROL
 AA0750  ______________________________________________________________________
 AA0750* NAD 83(1986) POSITION- 24 39 02.     (N) 081 33 18.     (W)   SCALED
 AA0750* NAVD 88 ORTHO HEIGHT -     4.632 (meters)       15.20  (feet) ADJUSTED
 AA0750  ______________________________________________________________________
 AA0750  GEOID HEIGHT    -        -21.706 (meters)                     GEOID18
 AA0750  DYNAMIC HEIGHT  -          4.624 (meters)       15.17  (feet) COMP
 AA0750  MODELED GRAVITY -    978,967.4   (mgal)                       NAVD 88
 AA0750
 AA0750  VERT ORDER      -  FIRST     CLASS II
 AA0750
 AA0750.The horizontal coordinates were scaled from a map and have
 AA0750.an estimated accuracy of +/- 6 seconds.
 AA0750
 AA0750.The orthometric height was determined by differential leveling and
 AA0750.adjusted by the NATIONAL GEODETIC SURVEY
 AA0750.in May 1994.
 AA0750
 AA0750.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0750.GEOID18 height accuracy estimate available here.
 AA0750
 AA0750.This Tidal Bench Mark is designated as VM 7008
 AA0750.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0750
 AA0750.Click photographs - Photos may exist for this station.
 AA0750
 AA0750.The dynamic height is computed by dividing the NAVD 88
 AA0750.geopotential number by the normal gravity value computed on the
 AA0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0750.degrees latitude (g = 980.6199 gals.).
 AA0750
 AA0750.The modeled gravity was interpolated from observed gravity values.
 AA0750
 AA0750;                    North         East    Units  Estimated Accuracy
 AA0750;SPC FL E     -    35,250.      143,820.      MT  (+/- 180 meters Scaled)
 AA0750
 AA0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438263(NAD 83)
 AA0750
 AA0750                          SUPERSEDED SURVEY CONTROL
 AA0750
 AA0750  NAVD 88 (06/15/91)    4.634  (m)           15.20   (f) SUPERSEDED  1 2
 AA0750  NGVD 29 (09/01/92)    5.051  (m)           16.57   (f) ADJUSTED    1 2
 AA0750
 AA0750.Superseded values are not recommended for survey control.
 AA0750
 AA0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0750.See file dsdata.pdf to determine how the superseded data were derived.
 AA0750
 AA0750_MARKER: DJ = TIDAL STATION DISK
 AA0750_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0750_SP_SET: BRIDGE PARAPET
 AA0750_STAMPING: 4367 F 1982
 AA0750_MARK LOGO: NOS
 AA0750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0750
 AA0750  HISTORY     - Date     Condition        Report By
 AA0750  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0750  HISTORY     - 19881108 GOOD             FLDNR
 AA0750
 AA0750                          STATION DESCRIPTION
 AA0750
 AA0750'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0750'25.75 MI WEST FROM MARATHON.
 AA0750'BEGIN AT THE SUGARLOAF KEY POST OFFICE, GO 0.7 MILE WEST ALONG U.S.
 AA0750'HIGHWAY 1 TO NORTH HARRIS CHANNEL BRIDGE.  THE MARK IS SET FLUSH IN
 AA0750'THE TOP OF THE NORTHWEST CONCRETE RAIL FOR THE BRIDGE.  THE MARK
 AA0750'BEARS 7.6 FEET EAST OF THE NORTHWEST CORNER OF THE RAIL, 19.2 FEET
 AA0750'NORTH OF THE CENTERLINE OF THE BRIDGE, AND IS 3 FEET ABOVE THE
 AA0750'BRIDGE ROAD.
 AA0750'THE MARK IS 3 FT ABOVE ROAD.
 AA0750
 AA0750                          STATION RECOVERY (1988)
 AA0750
 AA0750'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0750'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 0.88
 AA0750'KM (0.55 MI) NORTHEAST OF THE SUGARLOAF SHORES POST OFFICEWEST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0749 ***********************************************************************
 AA0749  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0749  DESIGNATION -  872 4367 G TIDAL
 AA0749  PID         -  AA0749
 AA0749  STATE/COUNTY-  FL/MONROE
 AA0749  COUNTRY     -  US
 AA0749  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0749
 AA0749                         *CURRENT SURVEY CONTROL
 AA0749  ______________________________________________________________________
 AA0749* NAD 83(1986) POSITION- 24 39 02.     (N) 081 33 18.     (W)   SCALED
 AA0749* NAVD 88 ORTHO HEIGHT -     3.795 (meters)       12.45  (feet) ADJUSTED
 AA0749  ______________________________________________________________________
 AA0749  GEOID HEIGHT    -        -21.706 (meters)                     GEOID18
 AA0749  DYNAMIC HEIGHT  -          3.788 (meters)       12.43  (feet) COMP
 AA0749  MODELED GRAVITY -    978,967.4   (mgal)                       NAVD 88
 AA0749
 AA0749  VERT ORDER      -  FIRST     CLASS II
 AA0749
 AA0749.The horizontal coordinates were scaled from a map and have
 AA0749.an estimated accuracy of +/- 6 seconds.
 AA0749
 AA0749.The orthometric height was determined by differential leveling and
 AA0749.adjusted by the NATIONAL GEODETIC SURVEY
 AA0749.in May 1994.
 AA0749
 AA0749.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0749.GEOID18 height accuracy estimate available here.
 AA0749
 AA0749.This Tidal Bench Mark is designated as VM 7009
 AA0749.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0749
 AA0749.Click photographs - Photos may exist for this station.
 AA0749
 AA0749.The dynamic height is computed by dividing the NAVD 88
 AA0749.geopotential number by the normal gravity value computed on the
 AA0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0749.degrees latitude (g = 980.6199 gals.).
 AA0749
 AA0749.The modeled gravity was interpolated from observed gravity values.
 AA0749
 AA0749;                    North         East    Units  Estimated Accuracy
 AA0749;SPC FL E     -    35,250.      143,820.      MT  (+/- 180 meters Scaled)
 AA0749
 AA0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438263(NAD 83)
 AA0749
 AA0749                          SUPERSEDED SURVEY CONTROL
 AA0749
 AA0749  NAVD 88 (06/15/91)    3.796  (m)           12.45   (f) SUPERSEDED  1 2
 AA0749  NGVD 29 (09/01/92)    4.213  (m)           13.82   (f) ADJUSTED    1 2
 AA0749
 AA0749.Superseded values are not recommended for survey control.
 AA0749
 AA0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0749.See file dsdata.pdf to determine how the superseded data were derived.
 AA0749
 AA0749_MARKER: DJ = TIDAL STATION DISK
 AA0749_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0749_SP_SET: WINGWALL
 AA0749_STAMPING: 4367 G 1982
 AA0749_MARK LOGO: NOS
 AA0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0749+STABILITY: SURFACE MOTION
 AA0749
 AA0749  HISTORY     - Date     Condition        Report By
 AA0749  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0749  HISTORY     - 19881108 GOOD             FLDNR
 AA0749
 AA0749                          STATION DESCRIPTION
 AA0749
 AA0749'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0749'25.75 MI WEST FROM MARATHON.
 AA0749'BEGIN AT THE SUGARLOAF KEY POST OFFICE, GO 0.7 MILE WEST ALONG U.S.
 AA0749'HIGHWAY 1 TO THE NORTH HARRIS CHANNEL BRIDGE.  THE MARK IS SET FLUSH
 AA0749'IN THE NORTHWEST CORNER OF THE BRIDGE WINGWALL WHICH ALSO SUPPORTS
 AA0749'THE MAIN WATER PIPELINE.  THE MARK BEARS 0.7 FOOT SOUTHEAST OF THE
 AA0749'NORTHWEST CORNER OF THE WINGWALL, 4.2 FEET NORTH OF THE NORTH SIDE
 AA0749'OF THE BRIDGE, 9.1 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 AA0749'RAIL, AND 4.9 FEET NORTH OF BENCH MARK 4367 F 1982.
 AA0749'THE MARK IS ABOVE LEVEL WITH ROAD.
 AA0749
 AA0749                          STATION RECOVERY (1988)
 AA0749
 AA0749'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0749'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 0.88
 AA0749'KM (0.55 MI) NORTHEAST OF THE SUGARLOAF SHORES POST OFFICEWEST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0755 ***********************************************************************
 AA0755  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0755  DESIGNATION -  872 4367 H TIDAL
 AA0755  PID         -  AA0755
 AA0755  STATE/COUNTY-  FL/MONROE
 AA0755  COUNTRY     -  US
 AA0755  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0755
 AA0755                         *CURRENT SURVEY CONTROL
 AA0755  ______________________________________________________________________
 AA0755* NAD 83(1986) POSITION- 24 39 02.     (N) 081 33 18.     (W)   SCALED
 AA0755* NAVD 88 ORTHO HEIGHT -     4.673 (meters)       15.33  (feet) ADJUSTED
 AA0755  ______________________________________________________________________
 AA0755  GEOID HEIGHT    -        -21.706 (meters)                     GEOID18
 AA0755  DYNAMIC HEIGHT  -          4.665 (meters)       15.31  (feet) COMP
 AA0755  MODELED GRAVITY -    978,967.4   (mgal)                       NAVD 88
 AA0755
 AA0755  VERT ORDER      -  FIRST     CLASS II
 AA0755
 AA0755.The horizontal coordinates were scaled from a map and have
 AA0755.an estimated accuracy of +/- 6 seconds.
 AA0755
 AA0755.The orthometric height was determined by differential leveling and
 AA0755.adjusted by the NATIONAL GEODETIC SURVEY
 AA0755.in June 1991.
 AA0755
 AA0755.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0755.GEOID18 height accuracy estimate available here.
 AA0755
 AA0755.This Tidal Bench Mark is designated as VM 7010
 AA0755.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0755
 AA0755.Click photographs - Photos may exist for this station.
 AA0755
 AA0755.The dynamic height is computed by dividing the NAVD 88
 AA0755.geopotential number by the normal gravity value computed on the
 AA0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0755.degrees latitude (g = 980.6199 gals.).
 AA0755
 AA0755.The modeled gravity was interpolated from observed gravity values.
 AA0755
 AA0755;                    North         East    Units  Estimated Accuracy
 AA0755;SPC FL E     -    35,250.      143,820.      MT  (+/- 180 meters Scaled)
 AA0755
 AA0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438263(NAD 83)
 AA0755
 AA0755                          SUPERSEDED SURVEY CONTROL
 AA0755
 AA0755  NGVD 29 (09/01/92)    5.090  (m)           16.70   (f) ADJUSTED    1 2
 AA0755
 AA0755.Superseded values are not recommended for survey control.
 AA0755
 AA0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0755.See file dsdata.pdf to determine how the superseded data were derived.
 AA0755
 AA0755_MARKER: DJ = TIDAL STATION DISK
 AA0755_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0755_SP_SET: BRIDGE PARAPET
 AA0755_STAMPING: 4367 H 1982
 AA0755_MARK LOGO: NOS
 AA0755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0755
 AA0755  HISTORY     - Date     Condition        Report By
 AA0755  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0755  HISTORY     - 19881108 GOOD             FLDNR
 AA0755
 AA0755                          STATION DESCRIPTION
 AA0755
 AA0755'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0755'25.75 MI WEST FROM MARATHON.
 AA0755'BEGIN AT THE SUGARLOAF KEY POST OFFICE, GO 0.7 MILE WEST ALONG U.S.
 AA0755'HIGHWAY 1 TO THE NORTH HARRIS CHANNEL BRIDGE.  THE MARK IS SET FLUSH
 AA0755'IN THE TOP OF THE NORTHEAST CONCRETE GUARDRAIL FOR THE BRIDGE.  THE
 AA0755'MARK BEARS 7.4 FEET WEST OF THE NORTHEAST CORNER OF THE RAIL, 19.2
 AA0755'FEET NORTH OF THE CENTERLINE OF THE BRIDGE, AND 3.0 FEET ABOVE THE
 AA0755'BRIDGE ROAD.
 AA0755'THE MARK IS 3.0 FT ABOVE ROAD.
 AA0755
 AA0755                          STATION RECOVERY (1988)
 AA0755
 AA0755'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0755'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS 1.05
 AA0755'KM (0.65 MI) NORTHEAST OF THE SUGARLOAF SHORES POST OFFICEWEST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0751 ***********************************************************************
 AA0751  DESIGNATION -  872 4367 TIDAL 2
 AA0751  PID         -  AA0751
 AA0751  STATE/COUNTY-  FL/MONROE
 AA0751  COUNTRY     -  US
 AA0751  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0751
 AA0751                         *CURRENT SURVEY CONTROL
 AA0751  ______________________________________________________________________
 AA0751* NAD 83(1986) POSITION- 24 39 02.     (N) 081 33 18.     (W)   SCALED
 AA0751* NAVD 88 ORTHO HEIGHT -     2.593 (meters)        8.51  (feet) ADJUSTED
 AA0751  ______________________________________________________________________
 AA0751  GEOID HEIGHT    -        -21.706 (meters)                     GEOID18
 AA0751  DYNAMIC HEIGHT  -          2.589 (meters)        8.49  (feet) COMP
 AA0751  MODELED GRAVITY -    978,967.4   (mgal)                       NAVD 88
 AA0751
 AA0751  VERT ORDER      -  SECOND    CLASS I
 AA0751
 AA0751.The horizontal coordinates were scaled from a map and have
 AA0751.an estimated accuracy of +/- 6 seconds.
 AA0751
 AA0751.The orthometric height was determined by differential leveling and
 AA0751.adjusted by the NATIONAL GEODETIC SURVEY
 AA0751.in June 1991.
 AA0751
 AA0751.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0751.GEOID18 height accuracy estimate available here.
 AA0751
 AA0751.Click photographs - Photos may exist for this station.
 AA0751
 AA0751.The dynamic height is computed by dividing the NAVD 88
 AA0751.geopotential number by the normal gravity value computed on the
 AA0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0751.degrees latitude (g = 980.6199 gals.).
 AA0751
 AA0751.The modeled gravity was interpolated from observed gravity values.
 AA0751
 AA0751;                    North         East    Units  Estimated Accuracy
 AA0751;SPC FL E     -    35,250.      143,820.      MT  (+/- 180 meters Scaled)
 AA0751
 AA0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438263(NAD 83)
 AA0751
 AA0751                          SUPERSEDED SURVEY CONTROL
 AA0751
 AA0751.No superseded survey control is available for this station.
 AA0751
 AA0751_MARKER: DJ = TIDAL STATION DISK
 AA0751_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0751_SP_SET: APRON
 AA0751_STAMPING: NO 2 1975
 AA0751_MARK LOGO: NOS
 AA0751_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0751
 AA0751  HISTORY     - Date     Condition        Report By
 AA0751  HISTORY     - 1975     MONUMENTED       NOS
 AA0751  HISTORY     - 1982     SEE DESCRIPTION  FLDNR
 AA0751
 AA0751                          STATION DESCRIPTION
 AA0751
 AA0751'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0751'1.55 MI NE FROM SUGARLOAF SHORES.
 AA0751'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 1.55 MILES
 AA0751'NORTHEAST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER
 AA0751'NORTH HARRIS CHANNEL.  THE MARK IS SET IN THE APRON ON THE
 AA0751'NORTHWEST SIDE OF THE HIGHWAY AND IS 4 FEET NORTHWEST OF THE BRIDGE
 AA0751'GUARDRAIL.  THE MARK WILL BE DESTROYED AS A NEW BRIDGE IS BEING BUILT
 AA0751'AND THE OLD BRIDGE WILL BE DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0752 ***********************************************************************
 AA0752  DESIGNATION -  872 4367 TIDAL 3
 AA0752  PID         -  AA0752
 AA0752  STATE/COUNTY-  FL/MONROE
 AA0752  COUNTRY     -  US
 AA0752  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0752
 AA0752                         *CURRENT SURVEY CONTROL
 AA0752  ______________________________________________________________________
 AA0752* NAD 83(1986) POSITION- 24 39 02.     (N) 081 33 18.     (W)   SCALED
 AA0752* NAVD 88 ORTHO HEIGHT -     3.153 (meters)       10.34  (feet) ADJUSTED
 AA0752  ______________________________________________________________________
 AA0752  GEOID HEIGHT    -        -21.706 (meters)                     GEOID18
 AA0752  DYNAMIC HEIGHT  -          3.148 (meters)       10.33  (feet) COMP
 AA0752  MODELED GRAVITY -    978,967.4   (mgal)                       NAVD 88
 AA0752
 AA0752  VERT ORDER      -  SECOND    CLASS I
 AA0752
 AA0752.The horizontal coordinates were scaled from a map and have
 AA0752.an estimated accuracy of +/- 6 seconds.
 AA0752
 AA0752.The orthometric height was determined by differential leveling and
 AA0752.adjusted by the NATIONAL GEODETIC SURVEY
 AA0752.in June 1991.
 AA0752
 AA0752.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0752.GEOID18 height accuracy estimate available here.
 AA0752
 AA0752.Click photographs - Photos may exist for this station.
 AA0752
 AA0752.The dynamic height is computed by dividing the NAVD 88
 AA0752.geopotential number by the normal gravity value computed on the
 AA0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0752.degrees latitude (g = 980.6199 gals.).
 AA0752
 AA0752.The modeled gravity was interpolated from observed gravity values.
 AA0752
 AA0752;                    North         East    Units  Estimated Accuracy
 AA0752;SPC FL E     -    35,250.      143,820.      MT  (+/- 180 meters Scaled)
 AA0752
 AA0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438263(NAD 83)
 AA0752
 AA0752                          SUPERSEDED SURVEY CONTROL
 AA0752
 AA0752.No superseded survey control is available for this station.
 AA0752
 AA0752_MARKER: DJ = TIDAL STATION DISK
 AA0752_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0752_SP_SET: PARAPET
 AA0752_STAMPING: NO 3 1975
 AA0752_MARK LOGO: NOS
 AA0752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0752
 AA0752  HISTORY     - Date     Condition        Report By
 AA0752  HISTORY     - 1975     MONUMENTED       NOS
 AA0752  HISTORY     - 1982     SEE DESCRIPTION  FLDNR
 AA0752
 AA0752                          STATION DESCRIPTION
 AA0752
 AA0752'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0752'1.55 MI NE FROM SUGARLOAF SHORES.
 AA0752'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 1.55 MILES
 AA0752'NORTHEAST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER
 AA0752'NORTH HARRIS CHANNEL.  THE MARK BEARS 12.5 FEET SOUTHEAST OF THE
 AA0752'CENTERLINE OF THE BRIDGE AND IS SET IN THE BASE OF THE CONCRETE
 AA0752'GUARDRAIL.  THE MARK WILL BE DESTROYED WHEN THE OLD BRIDGE IS REMOVED
 AA0752'AND A NEW BRIDGE (UNDER CONSTRUCTION) IS COMPLETED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0753 ***********************************************************************
 AA0753  DESIGNATION -  872 4367 TIDAL 4
 AA0753  PID         -  AA0753
 AA0753  STATE/COUNTY-  FL/MONROE
 AA0753  COUNTRY     -  US
 AA0753  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0753
 AA0753                         *CURRENT SURVEY CONTROL
 AA0753  ______________________________________________________________________
 AA0753* NAD 83(1986) POSITION- 24 39 02.     (N) 081 33 18.     (W)   SCALED
 AA0753* NAVD 88 ORTHO HEIGHT -     1.583 (meters)        5.19  (feet) ADJUSTED
 AA0753  ______________________________________________________________________
 AA0753  GEOID HEIGHT    -        -21.706 (meters)                     GEOID18
 AA0753  DYNAMIC HEIGHT  -          1.580 (meters)        5.18  (feet) COMP
 AA0753  MODELED GRAVITY -    978,967.4   (mgal)                       NAVD 88
 AA0753
 AA0753  VERT ORDER      -  SECOND    CLASS I
 AA0753
 AA0753.The horizontal coordinates were scaled from a map and have
 AA0753.an estimated accuracy of +/- 6 seconds.
 AA0753
 AA0753.The orthometric height was determined by differential leveling and
 AA0753.adjusted by the NATIONAL GEODETIC SURVEY
 AA0753.in June 1991.
 AA0753
 AA0753.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0753.GEOID18 height accuracy estimate available here.
 AA0753
 AA0753.Click photographs - Photos may exist for this station.
 AA0753
 AA0753.The dynamic height is computed by dividing the NAVD 88
 AA0753.geopotential number by the normal gravity value computed on the
 AA0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0753.degrees latitude (g = 980.6199 gals.).
 AA0753
 AA0753.The modeled gravity was interpolated from observed gravity values.
 AA0753
 AA0753;                    North         East    Units  Estimated Accuracy
 AA0753;SPC FL E     -    35,250.      143,820.      MT  (+/- 180 meters Scaled)
 AA0753
 AA0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438263(NAD 83)
 AA0753
 AA0753                          SUPERSEDED SURVEY CONTROL
 AA0753
 AA0753.No superseded survey control is available for this station.
 AA0753
 AA0753_MARKER: DJ = TIDAL STATION DISK
 AA0753_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0753_SP_SET: WINGWALL
 AA0753_STAMPING: NO 4 1975
 AA0753_MARK LOGO: NOS
 AA0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0753+STABILITY: SURFACE MOTION
 AA0753
 AA0753  HISTORY     - Date     Condition        Report By
 AA0753  HISTORY     - 1975     MONUMENTED       NOS
 AA0753  HISTORY     - 1982     SEE DESCRIPTION  FLDNR
 AA0753
 AA0753                          STATION DESCRIPTION
 AA0753
 AA0753'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0753'1.55 MI NE FROM SUGARLOAF SHORES.
 AA0753'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 1.55 MILES
 AA0753'NORTHEAST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER
 AA0753'NORTH HARRIS CHANNEL.  THE MARK IS SET IN THE WINGWALL ON THE SOUTH
 AA0753'SIDE OF THE BRIDGE, 12.5 FEET SOUTH OF THE BRIDGE GUARDRAIL.
 AA0753'THE MARK WILL BE DESTROYED WHEN THE OLD BRIDGE IS REMOVED FOR
 AA0753'A NEW BRIDGE UNDER CONSTRUCTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0754 ***********************************************************************
 AA0754  DESIGNATION -  872 4367 TIDAL 5
 AA0754  PID         -  AA0754
 AA0754  STATE/COUNTY-  FL/MONROE
 AA0754  COUNTRY     -  US
 AA0754  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0754
 AA0754                         *CURRENT SURVEY CONTROL
 AA0754  ______________________________________________________________________
 AA0754* NAD 83(1986) POSITION- 24 39 02.     (N) 081 33 18.     (W)   SCALED
 AA0754* NAVD 88 ORTHO HEIGHT -     0.015 (meters)        0.05  (feet) ADJUSTED
 AA0754  ______________________________________________________________________
 AA0754  GEOID HEIGHT    -        -21.706 (meters)                     GEOID18
 AA0754  DYNAMIC HEIGHT  -          0.015 (meters)        0.05  (feet) COMP
 AA0754  MODELED GRAVITY -    978,967.4   (mgal)                       NAVD 88
 AA0754
 AA0754  VERT ORDER      -  FIRST     CLASS II
 AA0754
 AA0754.The horizontal coordinates were scaled from a map and have
 AA0754.an estimated accuracy of +/- 6 seconds.
 AA0754
 AA0754.The orthometric height was determined by differential leveling and
 AA0754.adjusted by the NATIONAL GEODETIC SURVEY
 AA0754.in June 1991.
 AA0754
 AA0754.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0754.GEOID18 height accuracy estimate available here.
 AA0754
 AA0754.Click photographs - Photos may exist for this station.
 AA0754
 AA0754.The dynamic height is computed by dividing the NAVD 88
 AA0754.geopotential number by the normal gravity value computed on the
 AA0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0754.degrees latitude (g = 980.6199 gals.).
 AA0754
 AA0754.The modeled gravity was interpolated from observed gravity values.
 AA0754
 AA0754;                    North         East    Units  Estimated Accuracy
 AA0754;SPC FL E     -    35,250.      143,820.      MT  (+/- 180 meters Scaled)
 AA0754
 AA0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438263(NAD 83)
 AA0754
 AA0754                          SUPERSEDED SURVEY CONTROL
 AA0754
 AA0754  NGVD 29 (09/01/92)    0.434  (m)            1.42   (f) ADJUSTED    1 2
 AA0754
 AA0754.Superseded values are not recommended for survey control.
 AA0754
 AA0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0754.See file dsdata.pdf to determine how the superseded data were derived.
 AA0754
 AA0754_MARKER: DJ = TIDAL STATION DISK
 AA0754_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0754_SP_SET: WINGWALL
 AA0754_STAMPING: NO. 5 1975
 AA0754_MARK LOGO: NOS
 AA0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0754+STABILITY: SURFACE MOTION
 AA0754
 AA0754  HISTORY     - Date     Condition        Report By
 AA0754  HISTORY     - 1975     MONUMENTED       NOS
 AA0754  HISTORY     - 1982     SEE DESCRIPTION  FLDNR
 AA0754  HISTORY     - 19881108 GOOD             FLDNR
 AA0754
 AA0754                          STATION DESCRIPTION
 AA0754
 AA0754'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0754'1.55 MI NE FROM SUGARLOAF SHORES.
 AA0754'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 1.55 MILES
 AA0754'NORTHEAST ON U.S. HIGHWAY 1 TO THE WEST END OF THE BRIDGE OVER
 AA0754'NORTH HARRIS CHANNEL.  THE MARK IS SET IN THE BRIDGE WINGWALL
 AA0754'ON THE SOUTH SIDE OF THE BRIDGE AND IS 42 FEET SOUTH OF THE BRIDGE
 AA0754'GUARDRAIL.  THE MARK WILL BE DESTROYED WHEN THE OLD BRIDGE IS REMOVED
 AA0754'FOR A NEW BRIDGE UNDER CONSTRUCTION.
 AA0754
 AA0754                          STATION RECOVERY (1988)
 AA0754
 AA0754'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0754'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORESTO THE WEST
 AA0754'END OF THE BRIDGE OVER NORTH HARRIS CHANNEL AND THE MARKSOUTH OF THE
 AA0754'SOUTHERLY GUARDRAIL FOR THE NEW BRIDGE AND 4.11 M (13.48 FT) SOUTH OF
 AA0754'A CONCRETE FILL AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0736 ***********************************************************************
 AA0736  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0736  DESIGNATION -  872 4371 TIDAL 1
 AA0736  PID         -  AA0736
 AA0736  STATE/COUNTY-  FL/MONROE
 AA0736  COUNTRY     -  US
 AA0736  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0736
 AA0736                         *CURRENT SURVEY CONTROL
 AA0736  ______________________________________________________________________
 AA0736* NAD 83(1986) POSITION- 24 38 13.     (N) 081 33 08.     (W)   SCALED
 AA0736* NAVD 88 ORTHO HEIGHT -     0.366 (meters)        1.20  (feet) ADJUSTED
 AA0736  ______________________________________________________________________
 AA0736  GEOID HEIGHT    -        -21.737 (meters)                     GEOID18
 AA0736  DYNAMIC HEIGHT  -          0.365 (meters)        1.20  (feet) COMP
 AA0736  MODELED GRAVITY -    978,966.1   (mgal)                       NAVD 88
 AA0736
 AA0736  VERT ORDER      -  FIRST     CLASS II
 AA0736
 AA0736.The horizontal coordinates were scaled from a map and have
 AA0736.an estimated accuracy of +/- 6 seconds.
 AA0736
 AA0736.The orthometric height was determined by differential leveling and
 AA0736.adjusted by the NATIONAL GEODETIC SURVEY
 AA0736.in June 1991.
 AA0736
 AA0736.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0736.GEOID18 height accuracy estimate available here.
 AA0736
 AA0736.This Tidal Bench Mark is designated as VM 7023
 AA0736.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0736
 AA0736.Click photographs - Photos may exist for this station.
 AA0736
 AA0736.The dynamic height is computed by dividing the NAVD 88
 AA0736.geopotential number by the normal gravity value computed on the
 AA0736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0736.degrees latitude (g = 980.6199 gals.).
 AA0736
 AA0736.The modeled gravity was interpolated from observed gravity values.
 AA0736
 AA0736;                    North         East    Units  Estimated Accuracy
 AA0736;SPC FL E     -    33,740.      144,090.      MT  (+/- 180 meters Scaled)
 AA0736
 AA0736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH441248(NAD 83)
 AA0736
 AA0736                          SUPERSEDED SURVEY CONTROL
 AA0736
 AA0736  NGVD 29 (09/01/92)    0.781  (m)            2.56   (f) ADJUSTED    1 2
 AA0736
 AA0736.Superseded values are not recommended for survey control.
 AA0736
 AA0736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0736.See file dsdata.pdf to determine how the superseded data were derived.
 AA0736
 AA0736_MARKER: DJ = TIDAL STATION DISK
 AA0736_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0736_SP_SET: SEAWALL
 AA0736_STAMPING: NO. 1 1974
 AA0736_MARK LOGO: NOS
 AA0736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0736+STABILITY: SURFACE MOTION
 AA0736
 AA0736  HISTORY     - Date     Condition        Report By
 AA0736  HISTORY     - 1974     MONUMENTED       NOS
 AA0736  HISTORY     - 1982     GOOD             FLDNR
 AA0736  HISTORY     - 19881108 GOOD             FLDNR
 AA0736  HISTORY     - 1989     GOOD             USPSQD
 AA0736
 AA0736                          STATION DESCRIPTION
 AA0736
 AA0736'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0736'IN SUGARLOAF SHORES.
 AA0736'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE SOUTHWEST
 AA0736'ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), GO 0.9
 AA0736'MILE SOUTHEAST ON C-939 TO THE SOUTHEAST END OF A SMALL BRIDGE AND
 AA0736'THE JUNCTION OF BUTTONWOOD DRIVE EAST, GO 0.05 MILE EAST TO 10
 AA0736'BUTTONWOOD DRIVE EAST AND THE MARK.  THE MARK BEARS 159 FEET
 AA0736'NORTH OF THE CENTERLINE OF THE ROAD AND 67 FEET NORTH OF THE
 AA0736'SOUTHEAST CORNER OF THE BOAT SLIP.
 AA0736'THE MARK IS 1 FT BELOW ROAD.
 AA0736
 AA0736                          STATION RECOVERY (1988)
 AA0736
 AA0736'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0736'RECOVERED IN GOOD CONDITION.
 AA0736
 AA0736                          STATION RECOVERY (1989)
 AA0736
 AA0736'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0736'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0737 ***********************************************************************
 AA0737  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0737  DESIGNATION -  872 4371 TIDAL 2
 AA0737  PID         -  AA0737
 AA0737  STATE/COUNTY-  FL/MONROE
 AA0737  COUNTRY     -  US
 AA0737  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0737
 AA0737                         *CURRENT SURVEY CONTROL
 AA0737  ______________________________________________________________________
 AA0737* NAD 83(1986) POSITION- 24 38 13.     (N) 081 33 08.     (W)   SCALED
 AA0737* NAVD 88 ORTHO HEIGHT -     0.436 (meters)        1.43  (feet) ADJUSTED
 AA0737  ______________________________________________________________________
 AA0737  GEOID HEIGHT    -        -21.737 (meters)                     GEOID18
 AA0737  DYNAMIC HEIGHT  -          0.436 (meters)        1.43  (feet) COMP
 AA0737  MODELED GRAVITY -    978,966.1   (mgal)                       NAVD 88
 AA0737
 AA0737  VERT ORDER      -  FIRST     CLASS II
 AA0737
 AA0737.The horizontal coordinates were scaled from a map and have
 AA0737.an estimated accuracy of +/- 6 seconds.
 AA0737
 AA0737.The orthometric height was determined by differential leveling and
 AA0737.adjusted by the NATIONAL GEODETIC SURVEY
 AA0737.in June 1991.
 AA0737
 AA0737.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0737.GEOID18 height accuracy estimate available here.
 AA0737
 AA0737.This Tidal Bench Mark is designated as VM 7024
 AA0737.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0737
 AA0737.Click photographs - Photos may exist for this station.
 AA0737
 AA0737.The dynamic height is computed by dividing the NAVD 88
 AA0737.geopotential number by the normal gravity value computed on the
 AA0737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0737.degrees latitude (g = 980.6199 gals.).
 AA0737
 AA0737.The modeled gravity was interpolated from observed gravity values.
 AA0737
 AA0737;                    North         East    Units  Estimated Accuracy
 AA0737;SPC FL E     -    33,740.      144,090.      MT  (+/- 180 meters Scaled)
 AA0737
 AA0737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH441248(NAD 83)
 AA0737
 AA0737                          SUPERSEDED SURVEY CONTROL
 AA0737
 AA0737  NGVD 29 (09/01/92)    0.852  (m)            2.80   (f) ADJUSTED    1 2
 AA0737
 AA0737.Superseded values are not recommended for survey control.
 AA0737
 AA0737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0737.See file dsdata.pdf to determine how the superseded data were derived.
 AA0737
 AA0737_MARKER: DJ = TIDAL STATION DISK
 AA0737_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0737_SP_SET: SEAWALL
 AA0737_STAMPING: NO. 2 1974
 AA0737_MARK LOGO: NOS
 AA0737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0737+STABILITY: SURFACE MOTION
 AA0737
 AA0737  HISTORY     - Date     Condition        Report By
 AA0737  HISTORY     - 1974     MONUMENTED       NOS
 AA0737  HISTORY     - 1982     GOOD             FLDNR
 AA0737  HISTORY     - 19881108 GOOD             FLDNR
 AA0737  HISTORY     - 1989     GOOD             USPSQD
 AA0737
 AA0737                          STATION DESCRIPTION
 AA0737
 AA0737'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0737'IN SUGARLOAF SHORES.
 AA0737'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE SOUTHWEST
 AA0737'ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), GO
 AA0737'0.9 MILE SOUTHEAST ON C-939 TO THE SOUTHEAST END OF A SMALL BRIDGE
 AA0737'AND THE JUNCTION OF BUTTONWOOD DRIVE EAST, GO 0.05 MILE EAST TO 10
 AA0737'BUTTONWOOD DRIVE EAST AND THE MARK.  THE MARK BEARS 88.6 FEET NORTH OF
 AA0737'THE CENTERLINE OF THE ROAD, 7.1 FEET EAST OF THE EAST SIDE OF THE
 AA0737'HOUSE, AND 3.4 FEET WEST OF THE SOUTHWEST CORNER OF THE BOAT SLIP.
 AA0737'THE MARK IS 1 FT BELOW ROAD.
 AA0737
 AA0737                          STATION RECOVERY (1988)
 AA0737
 AA0737'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0737'RECOVERED IN GOOD CONDITION.
 AA0737
 AA0737                          STATION RECOVERY (1989)
 AA0737
 AA0737'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0737'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0735 ***********************************************************************
 AA0735  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0735  DESIGNATION -  872 4371 TIDAL 3
 AA0735  PID         -  AA0735
 AA0735  STATE/COUNTY-  FL/MONROE
 AA0735  COUNTRY     -  US
 AA0735  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0735
 AA0735                         *CURRENT SURVEY CONTROL
 AA0735  ______________________________________________________________________
 AA0735* NAD 83(1986) POSITION- 24 38 14.     (N) 081 33 17.     (W)   SCALED
 AA0735* NAVD 88 ORTHO HEIGHT -     4.280 (meters)       14.04  (feet) ADJUSTED
 AA0735  ______________________________________________________________________
 AA0735  GEOID HEIGHT    -        -21.734 (meters)                     GEOID18
 AA0735  DYNAMIC HEIGHT  -          4.273 (meters)       14.02  (feet) COMP
 AA0735  MODELED GRAVITY -    978,966.1   (mgal)                       NAVD 88
 AA0735
 AA0735  VERT ORDER      -  FIRST     CLASS II
 AA0735
 AA0735.The horizontal coordinates were scaled from a map and have
 AA0735.an estimated accuracy of +/- 6 seconds.
 AA0735
 AA0735.The orthometric height was determined by differential leveling and
 AA0735.adjusted by the NATIONAL GEODETIC SURVEY
 AA0735.in June 1991.
 AA0735
 AA0735.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0735.GEOID18 height accuracy estimate available here.
 AA0735
 AA0735.This Tidal Bench Mark is designated as VM 7025
 AA0735.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0735
 AA0735.Click photographs - Photos may exist for this station.
 AA0735
 AA0735.The dynamic height is computed by dividing the NAVD 88
 AA0735.geopotential number by the normal gravity value computed on the
 AA0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0735.degrees latitude (g = 980.6199 gals.).
 AA0735
 AA0735.The modeled gravity was interpolated from observed gravity values.
 AA0735
 AA0735;                    North         East    Units  Estimated Accuracy
 AA0735;SPC FL E     -    33,770.      143,840.      MT  (+/- 180 meters Scaled)
 AA0735
 AA0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH438248(NAD 83)
 AA0735
 AA0735                          SUPERSEDED SURVEY CONTROL
 AA0735
 AA0735  NGVD 29 (09/01/92)    4.696  (m)           15.41   (f) ADJUSTED    1 2
 AA0735
 AA0735.Superseded values are not recommended for survey control.
 AA0735
 AA0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0735.See file dsdata.pdf to determine how the superseded data were derived.
 AA0735
 AA0735_MARKER: DJ = TIDAL STATION DISK
 AA0735_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0735_SP_SET: BRIDGE ABUTMENT
 AA0735_STAMPING: NO. 3 1974
 AA0735_MARK LOGO: NOS
 AA0735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0735
 AA0735  HISTORY     - Date     Condition        Report By
 AA0735  HISTORY     - 1974     MONUMENTED       NOS
 AA0735  HISTORY     - 1982     GOOD             FLDNR
 AA0735  HISTORY     - 1988     GOOD             USPSQD
 AA0735  HISTORY     - 19881108 GOOD             FLDNR
 AA0735
 AA0735                          STATION DESCRIPTION
 AA0735
 AA0735'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0735'IN SUGARLOAF SHORES.
 AA0735'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE SOUTHWEST
 AA0735'ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), GO 0.9
 AA0735'MILE SOUTHEAST ON C-939 TO THE SOUTHEAST END OF A SMALL BRIDGE AND
 AA0735'THE MARK.  THE MARK IS SET IN THE ABUTMENT, 15.7 FEET SOUTHWEST OF
 AA0735'THE CENTERLINE OF C-939.
 AA0735'THE MARK IS ABOVE LEVEL WITH ROAD.
 AA0735
 AA0735                          STATION RECOVERY (1988)
 AA0735
 AA0735'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 AA0735'RECOVERED IN GOOD CONDITION.
 AA0735
 AA0735                          STATION RECOVERY (1988)
 AA0735
 AA0735'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0735'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0746 ***********************************************************************
 AA0746  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0746  DESIGNATION -  872 4375 F TIDAL
 AA0746  PID         -  AA0746
 AA0746  STATE/COUNTY-  FL/MONROE
 AA0746  COUNTRY     -  US
 AA0746  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0746
 AA0746                         *CURRENT SURVEY CONTROL
 AA0746  ______________________________________________________________________
 AA0746* NAD 83(1986) POSITION- 24 36 12.85   (N) 081 34 14.25   (W)   HD_HELD1
 AA0746* NAVD 88 ORTHO HEIGHT -     3.956 (meters)       12.98  (feet) ADJUSTED
 AA0746  ______________________________________________________________________
 AA0746  GEOID HEIGHT    -        -21.799 (meters)                     GEOID18
 AA0746  DYNAMIC HEIGHT  -          3.949 (meters)       12.96  (feet) COMP
 AA0746  MODELED GRAVITY -    978,962.5   (mgal)                       NAVD 88
 AA0746
 AA0746  VERT ORDER      -  SECOND    CLASS I
 AA0746
 AA0746.The horizontal coordinates were determined by differentially corrected
 AA0746.hand held GPS observations or other comparable positioning techniques
 AA0746.and have an estimated accuracy of +/- 3 meters.
 AA0746
 AA0746.The orthometric height was determined by differential leveling and
 AA0746.adjusted by the NATIONAL GEODETIC SURVEY
 AA0746.in June 1991.
 AA0746
 AA0746.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0746.GEOID18 height accuracy estimate available here.
 AA0746
 AA0746.This Tidal Bench Mark is designated as VM 7038
 AA0746.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0746
 AA0746.Click photographs - Photos may exist for this station.
 AA0746
 AA0746.The dynamic height is computed by dividing the NAVD 88
 AA0746.geopotential number by the normal gravity value computed on the
 AA0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0746.degrees latitude (g = 980.6199 gals.).
 AA0746
 AA0746.The modeled gravity was interpolated from observed gravity values.
 AA0746
 AA0746;                    North         East    Units  Estimated Accuracy
 AA0746;SPC FL E     -    30,050.8     142,214.7     MT  (+/- 3 meters HH1 GPS) 
 AA0746
 AA0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH4223421172(NAD 83)
 AA0746
 AA0746                          SUPERSEDED SURVEY CONTROL
 AA0746
 AA0746.No superseded survey control is available for this station.
 AA0746
 AA0746_MARKER: DB = BENCH MARK DISK
 AA0746_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0746_SP_SET: BRIDGE CURB
 AA0746_STAMPING: 4375 F 1982
 AA0746_MARK LOGO: NOS
 AA0746_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0746+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2018
 AA0746
 AA0746  HISTORY     - Date     Condition        Report By
 AA0746  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0746  HISTORY     - 19881108 GOOD             FLDNR
 AA0746  HISTORY     - 1989     GOOD             USPSQD
 AA0746  HISTORY     - 20160220 GOOD             INDIV
 AA0746  HISTORY     - 20180821 GOOD             USGS
 AA0746
 AA0746                          STATION DESCRIPTION
 AA0746
 AA0746'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0746'5.0 MI SOUTH FROM SUGARLOAF SHORES.
 AA0746'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE
 AA0746'SOUTHWEST ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF
 AA0746'BOULEVARD), GO 2.65 MILES SOUTHEAST ON C-939 TO A T-JUNCTION,
 AA0746'GO 2.5 MILES SOUTHWEST ON C-939 TO A BRIDGE OVER SUGARLOAF
 AA0746'CREEK.  THE MARK BEARS 12.8 FEET SOUTHEAST OF THE CENTERLINE
 AA0746'OF C-939, 1.6 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 AA0746'BRIDGE, AND 0.9 FOOT NORTHWEST OF THE GUARDRAIL.
 AA0746'THE MARK IS 1 FT ABOVE ROAD C-939.
 AA0746
 AA0746                          STATION RECOVERY (1988)
 AA0746
 AA0746'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0746'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT GO SOUTHWEST ON
 AA0746'COUNTY ROAD C-939 (SUGARLOAF BOULEVARD) FOR 3.86 KM (2.40 MI) TO THE
 AA0746'BRIDGE.
 AA0746
 AA0746                          STATION RECOVERY (1989)
 AA0746
 AA0746'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0746'RECOVERED IN GOOD CONDITION.
 AA0746
 AA0746                          STATION RECOVERY (2016)
 AA0746
 AA0746'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JKG)
 AA0746'RECOVERED IN GOOD CONDITION.
 AA0746
 AA0746                          STATION RECOVERY (2018)
 AA0746
 AA0746'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2018 (CJW)
 AA0746'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0748 ***********************************************************************
 AA0748  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0748  DESIGNATION -  872 4375 G TIDAL
 AA0748  PID         -  AA0748
 AA0748  STATE/COUNTY-  FL/MONROE
 AA0748  COUNTRY     -  US
 AA0748  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0748
 AA0748                         *CURRENT SURVEY CONTROL
 AA0748  ______________________________________________________________________
 AA0748* NAD 83(1986) POSITION- 24 36 12.25   (N) 081 34 16.28   (W)   HD_HELD1
 AA0748* NAVD 88 ORTHO HEIGHT -     3.998 (meters)       13.12  (feet) ADJUSTED
 AA0748  ______________________________________________________________________
 AA0748  GEOID HEIGHT    -        -21.799 (meters)                     GEOID18
 AA0748  DYNAMIC HEIGHT  -          3.991 (meters)       13.09  (feet) COMP
 AA0748  MODELED GRAVITY -    978,962.5   (mgal)                       NAVD 88
 AA0748
 AA0748  VERT ORDER      -  SECOND    CLASS I
 AA0748
 AA0748.The horizontal coordinates were determined by differentially corrected
 AA0748.hand held GPS observations or other comparable positioning techniques
 AA0748.and have an estimated accuracy of +/- 3 meters.
 AA0748
 AA0748.The orthometric height was determined by differential leveling and
 AA0748.adjusted by the NATIONAL GEODETIC SURVEY
 AA0748.in June 1991.
 AA0748
 AA0748.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0748.GEOID18 height accuracy estimate available here.
 AA0748
 AA0748.This Tidal Bench Mark is designated as VM 7039
 AA0748.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0748
 AA0748.Click photographs - Photos may exist for this station.
 AA0748
 AA0748.The dynamic height is computed by dividing the NAVD 88
 AA0748.geopotential number by the normal gravity value computed on the
 AA0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0748.degrees latitude (g = 980.6199 gals.).
 AA0748
 AA0748.The modeled gravity was interpolated from observed gravity values.
 AA0748
 AA0748;                    North         East    Units  Estimated Accuracy
 AA0748;SPC FL E     -    30,032.5     142,157.5     MT  (+/- 3 meters HH1 GPS) 
 AA0748
 AA0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH4217721154(NAD 83)
 AA0748
 AA0748                          SUPERSEDED SURVEY CONTROL
 AA0748
 AA0748.No superseded survey control is available for this station.
 AA0748
 AA0748_MARKER: DB = BENCH MARK DISK
 AA0748_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0748_SP_SET: BRIDGE CURB
 AA0748_STAMPING: 4375 G 1982
 AA0748_MARK LOGO: NOS
 AA0748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0748+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2018
 AA0748
 AA0748  HISTORY     - Date     Condition        Report By
 AA0748  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0748  HISTORY     - 19881108 GOOD             FLDNR
 AA0748  HISTORY     - 1989     GOOD             USPSQD
 AA0748  HISTORY     - 20160220 GOOD             INDIV
 AA0748  HISTORY     - 20180821 GOOD             USGS
 AA0748
 AA0748                          STATION DESCRIPTION
 AA0748
 AA0748'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0748'5.0 MI SOUTH FROM SUGARLOAF SHORES.
 AA0748'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE
 AA0748'SOUTHWEST ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF
 AA0748'BOULEVARD), GO 2.65 MILES SOUTHEAST ON C-939 TO A T-JUNCTION,
 AA0748'GO 2.5 MILES SOUTHWEST ON C-939 TO THE BRIDGE OVER SUGARLOAF
 AA0748'CREEK.  THE MARK BEARS 5.1 FEET NORTHEAST OF THE SOUTHWEST
 AA0748'END OF THE BRIDGE, 13.0 FEET NORTHWEST OF THE CENTERLINE OF
 AA0748'C-939, AND 0.7 FOOT SOUTHEAST OF THE GUARDRAIL.
 AA0748'THE MARK IS 1 FT ABOVE ROAD.
 AA0748
 AA0748                          STATION RECOVERY (1988)
 AA0748
 AA0748'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0748'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT GO SOUTHWEST ON
 AA0748'COUNTY ROAD C-939 (SUGARLOAF BOULEVARD) FOR 3.86 KM (2.40 MI) TO THE
 AA0748'BRIDGE.
 AA0748
 AA0748                          STATION RECOVERY (1989)
 AA0748
 AA0748'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0748'RECOVERED IN GOOD CONDITION.
 AA0748
 AA0748                          STATION RECOVERY (2016)
 AA0748
 AA0748'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2016 (JKG)
 AA0748'RECOVERED IN GOOD CONDITION.
 AA0748
 AA0748                          STATION RECOVERY (2018)
 AA0748
 AA0748'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2018 (CJW)
 AA0748'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0747 ***********************************************************************
 AA0747  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0747  DESIGNATION -  872 4375 H TIDAL
 AA0747  PID         -  AA0747
 AA0747  STATE/COUNTY-  FL/MONROE
 AA0747  COUNTRY     -  US
 AA0747  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0747
 AA0747                         *CURRENT SURVEY CONTROL
 AA0747  ______________________________________________________________________
 AA0747* NAD 83(1986) POSITION- 24 36 12.     (N) 081 34 15.     (W)   SCALED
 AA0747* NAVD 88 ORTHO HEIGHT -     3.958 (meters)       12.99  (feet) ADJUSTED
 AA0747  ______________________________________________________________________
 AA0747  GEOID HEIGHT    -        -21.799 (meters)                     GEOID18
 AA0747  DYNAMIC HEIGHT  -          3.952 (meters)       12.97  (feet) COMP
 AA0747  MODELED GRAVITY -    978,962.5   (mgal)                       NAVD 88
 AA0747
 AA0747  VERT ORDER      -  SECOND    CLASS I
 AA0747
 AA0747.The horizontal coordinates were scaled from a map and have
 AA0747.an estimated accuracy of +/- 6 seconds.
 AA0747
 AA0747.The orthometric height was determined by differential leveling and
 AA0747.adjusted by the NATIONAL GEODETIC SURVEY
 AA0747.in June 1991.
 AA0747
 AA0747.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0747.GEOID18 height accuracy estimate available here.
 AA0747
 AA0747.This Tidal Bench Mark is designated as VM 7040
 AA0747.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0747
 AA0747.Click photographs - Photos may exist for this station.
 AA0747
 AA0747.The dynamic height is computed by dividing the NAVD 88
 AA0747.geopotential number by the normal gravity value computed on the
 AA0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0747.degrees latitude (g = 980.6199 gals.).
 AA0747
 AA0747.The modeled gravity was interpolated from observed gravity values.
 AA0747
 AA0747;                    North         East    Units  Estimated Accuracy
 AA0747;SPC FL E     -    30,030.      142,190.      MT  (+/- 180 meters Scaled)
 AA0747
 AA0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH422211(NAD 83)
 AA0747
 AA0747                          SUPERSEDED SURVEY CONTROL
 AA0747
 AA0747.No superseded survey control is available for this station.
 AA0747
 AA0747_MARKER: DD = SURVEY DISK
 AA0747_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0747_SP_SET: BRIDGE CURB
 AA0747_STAMPING: 4375 H
 AA0747_MARK LOGO: FLDT
 AA0747_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0747
 AA0747  HISTORY     - Date     Condition        Report By
 AA0747  HISTORY     - UNK      MONUMENTED       FLDT
 AA0747  HISTORY     - 1982     GOOD             FLDNR
 AA0747  HISTORY     - 19881108 GOOD             FLDNR
 AA0747  HISTORY     - 1989     GOOD             USPSQD
 AA0747  HISTORY     - 20180821 MARK NOT FOUND   USGS
 AA0747
 AA0747                          STATION DESCRIPTION
 AA0747
 AA0747'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0747'5.0 MI SOUTH FROM SUGARLOAF SHORES.
 AA0747'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE
 AA0747'SOUTHWEST ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF
 AA0747'BOULEVARD), GO 2.65 MILES SOUTHEAST ON C-939 TO A T-JUNCTION,
 AA0747'GO 2.5 MILES SOUTHWEST ON C-939 TO THE BRIDGE OVER
 AA0747'SUGARLOAF CREEK.  THE MARK BEARS 0.5 FOOT SOUTHWEST OF THE
 AA0747'SOUTHWEST ABUTMENT, 12.6 FEET SOUTHEAST OF THE CENTERLINE
 AA0747'OF C-939, AND 0.5 FOOT NORTHEAST OF THE NORTHEAST END OF
 AA0747'A METAL GUARDRAIL.
 AA0747'THE MARK IS 1 FT ABOVE ROAD.
 AA0747
 AA0747                          STATION RECOVERY (1988)
 AA0747
 AA0747'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0747'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT GO SOUTHWEST ON
 AA0747'COUNTY ROAD C-939 (SUGARLOAF BOULEVARD) FOR 3.86 KM (2.40 MI) TO THE
 AA0747'BRIDGE.
 AA0747
 AA0747                          STATION RECOVERY (1989)
 AA0747
 AA0747'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0747'RECOVERED IN GOOD CONDITION.
 AA0747
 AA0747                          STATION RECOVERY (2018)
 AA0747
 AA0747'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2018 (CJW)
 AA0747'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0745 ***********************************************************************
 AA0745  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0745  DESIGNATION -  872 4375 TIDAL 3
 AA0745  PID         -  AA0745
 AA0745  STATE/COUNTY-  FL/MONROE
 AA0745  COUNTRY     -  US
 AA0745  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0745
 AA0745                         *CURRENT SURVEY CONTROL
 AA0745  ______________________________________________________________________
 AA0745* NAD 83(1986) POSITION- 24 36 26.     (N) 081 33 57.     (W)   SCALED
 AA0745* NAVD 88 ORTHO HEIGHT -     0.710 (meters)        2.33  (feet) ADJUSTED
 AA0745  ______________________________________________________________________
 AA0745  GEOID HEIGHT    -        -21.795 (meters)                     GEOID18
 AA0745  DYNAMIC HEIGHT  -          0.709 (meters)        2.33  (feet) COMP
 AA0745  MODELED GRAVITY -    978,962.9   (mgal)                       NAVD 88
 AA0745
 AA0745  VERT ORDER      -  SECOND    CLASS I
 AA0745
 AA0745.The horizontal coordinates were scaled from a map and have
 AA0745.an estimated accuracy of +/- 6 seconds.
 AA0745
 AA0745.The orthometric height was determined by differential leveling and
 AA0745.adjusted by the NATIONAL GEODETIC SURVEY
 AA0745.in June 1991.
 AA0745
 AA0745.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0745.GEOID18 height accuracy estimate available here.
 AA0745
 AA0745.This Tidal Bench Mark is designated as VM 7035
 AA0745.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0745
 AA0745.Click photographs - Photos may exist for this station.
 AA0745
 AA0745.The dynamic height is computed by dividing the NAVD 88
 AA0745.geopotential number by the normal gravity value computed on the
 AA0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0745.degrees latitude (g = 980.6199 gals.).
 AA0745
 AA0745.The modeled gravity was interpolated from observed gravity values.
 AA0745
 AA0745;                    North         East    Units  Estimated Accuracy
 AA0745;SPC FL E     -    30,450.      142,700.      MT  (+/- 180 meters Scaled)
 AA0745
 AA0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH427215(NAD 83)
 AA0745
 AA0745                          SUPERSEDED SURVEY CONTROL
 AA0745
 AA0745.No superseded survey control is available for this station.
 AA0745
 AA0745_MARKER: DJ = TIDAL STATION DISK
 AA0745_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0745_SP_SET: PAD
 AA0745_STAMPING: NO. 3 1974
 AA0745_MARK LOGO: NOS
 AA0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0745
 AA0745  HISTORY     - Date     Condition        Report By
 AA0745  HISTORY     - 1974     MONUMENTED       NOS
 AA0745  HISTORY     - 1982     GOOD             FLDNR
 AA0745  HISTORY     - 19881108 GOOD             FLDNR
 AA0745
 AA0745                          STATION DESCRIPTION
 AA0745
 AA0745'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0745'4.75 MI SOUTH FROM SUGARLOAF SHORES.
 AA0745'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE SOUTHWEST
 AA0745'ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF BOULEVARD), GO
 AA0745'2.65 MILES SOUTHEAST ON C-939 TO A T-JUNCTION, GO 2.1 MILES SOUTHWEST
 AA0745'ON C-939 TO A TRACK ROAD LEADING NORTHWEST, GO 0.15 MILE
 AA0745'NORTHWEST ON THE TRACK ROAD TO A FILLED AREA AND THE MARK.  THE
 AA0745'MARK IS SET ATOP A COPPER-COATED STEEL ROD AND CEMENTED IN A
 AA0745'CONCRETE PAD, 78 FEET SOUTHEAST OF THE NORTHWEST SIDE OF THE PAD,
 AA0745'26.2 FEET NORTH OF THE SOUTH CORNER OF THE PAD, AND 7 FEET NORTHWEST
 AA0745'OF THE SOUTHEAST SIDE OF THE PAD.
 AA0745
 AA0745                          STATION RECOVERY (1988)
 AA0745
 AA0745'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0745'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT GO SOUTHWEST ON
 AA0745'COUNTY ROAD C-939 (SUGARLOAF BOULEVARD) FOR 3.22 KM (2.00 MI) TO A
 AA0745'TRACK ROAD LEADING NORTHWEST) AND GO O.16 KMNORTHWEST ON THE TRACK
 AA0745'ROAD TO ITS END AT A FILLED AREA).  THE TRACK ROAD IS LOCATED 0.64 KM
 AA0745'(0.40 MI) NORTHEAST ON COUNTY ROAD C-939 FROM THE BRIDGE OVER
 AA0745'SUGARLOAF CREEK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0744 ***********************************************************************
 AA0744  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0744  DESIGNATION -  872 4375 TIDAL 5
 AA0744  PID         -  AA0744
 AA0744  STATE/COUNTY-  FL/MONROE
 AA0744  COUNTRY     -  US
 AA0744  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0744
 AA0744                         *CURRENT SURVEY CONTROL
 AA0744  ______________________________________________________________________
 AA0744* NAD 83(1986) POSITION- 24 36 22.     (N) 081 33 53.     (W)   SCALED
 AA0744* NAVD 88 ORTHO HEIGHT -     0.731 (meters)        2.40  (feet) ADJUSTED
 AA0744  ______________________________________________________________________
 AA0744  GEOID HEIGHT    -        -21.799 (meters)                     GEOID18
 AA0744  DYNAMIC HEIGHT  -          0.730 (meters)        2.40  (feet) COMP
 AA0744  MODELED GRAVITY -    978,962.8   (mgal)                       NAVD 88
 AA0744
 AA0744  VERT ORDER      -  SECOND    CLASS I
 AA0744
 AA0744.The horizontal coordinates were scaled from a map and have
 AA0744.an estimated accuracy of +/- 6 seconds.
 AA0744
 AA0744.The orthometric height was determined by differential leveling and
 AA0744.adjusted by the NATIONAL GEODETIC SURVEY
 AA0744.in June 1991.
 AA0744
 AA0744.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0744.GEOID18 height accuracy estimate available here.
 AA0744
 AA0744.This Tidal Bench Mark is designated as VM 7037
 AA0744.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0744
 AA0744.Click photographs - Photos may exist for this station.
 AA0744
 AA0744.The dynamic height is computed by dividing the NAVD 88
 AA0744.geopotential number by the normal gravity value computed on the
 AA0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0744.degrees latitude (g = 980.6199 gals.).
 AA0744
 AA0744.The modeled gravity was interpolated from observed gravity values.
 AA0744
 AA0744;                    North         East    Units  Estimated Accuracy
 AA0744;SPC FL E     -    30,330.      142,810.      MT  (+/- 180 meters Scaled)
 AA0744
 AA0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH428214(NAD 83)
 AA0744
 AA0744                          SUPERSEDED SURVEY CONTROL
 AA0744
 AA0744.No superseded survey control is available for this station.
 AA0744
 AA0744_MARKER: DJ = TIDAL STATION DISK
 AA0744_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0744_STAMPING: NO. 5 1974
 AA0744_MARK LOGO: NOS
 AA0744_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0744_MAGNETIC: I = MARKER IS A STEEL ROD
 AA0744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0744
 AA0744  HISTORY     - Date     Condition        Report By
 AA0744  HISTORY     - 1974     MONUMENTED       NOS
 AA0744  HISTORY     - 1982     GOOD             FLDNR
 AA0744  HISTORY     - 19881108 GOOD             FLDNR
 AA0744
 AA0744                          STATION DESCRIPTION
 AA0744
 AA0744'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0744'4.75 MI SOUTH FROM SUGARLOAF SHORES.
 AA0744'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.1 MILE
 AA0744'SOUTHWEST ON U.S. HIGHWAY 1 TO COUNTY ROAD C-939 (SUGARLOAF
 AA0744'BOULEVARD), GO 2.65 MILES SOUTHEAST ON C-939 TO A T-JUNCTION,
 AA0744'GO 2.1 MILES SOUTHWEST ON C-939 TO A TRACK ROAD LEADING
 AA0744'NORTH AND THE MARK.  THE MARK BEARS 20 FEET NORTHWEST OF THE
 AA0744'CENTERLINE OF C-939, 16 FEET SOUTHWEST OF THE CENTERLINE OF
 AA0744'THE TRACK ROAD, 4.7 FEET NORTH OF A POWER POLE, AND IS SET
 AA0744'ATOP A COPPER-COATED STEEL ROD AND ENCASED IN A CONCRETE POST.
 AA0744
 AA0744                          STATION RECOVERY (1988)
 AA0744
 AA0744'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0744'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT GO SOUTHWEST ON
 AA0744'COUNTY ROAD C-939 (SUGARLOAF BOULEVARD) FOR 3.22 KM (2.00 MI) TO A
 AA0744'TRACK ROAD LEADING NORTH AND TO THE MARK).  THE TRACK ROAD IS LOCATED
 AA0744'0.64 KM (0.40 MI) NORTHEAST ON COUNTY ROAD C-939 FROM THE BRIDGE OVER
 AA0744'SUGARLOAF CREEK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0730 ***********************************************************************
 AA0730  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0730  DESIGNATION -  872 4377 TIDAL 1
 AA0730  PID         -  AA0730
 AA0730  STATE/COUNTY-  FL/MONROE
 AA0730  COUNTRY     -  US
 AA0730  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0730
 AA0730                         *CURRENT SURVEY CONTROL
 AA0730  ______________________________________________________________________
 AA0730* NAD 83(1986) POSITION- 24 38 26.     (N) 081 34 11.     (W)   SCALED
 AA0730* NAVD 88 ORTHO HEIGHT -     0.736 (meters)        2.41  (feet) ADJUSTED
 AA0730  ______________________________________________________________________
 AA0730  GEOID HEIGHT    -        -21.714 (meters)                     GEOID18
 AA0730  DYNAMIC HEIGHT  -          0.735 (meters)        2.41  (feet) COMP
 AA0730  MODELED GRAVITY -    978,966.4   (mgal)                       NAVD 88
 AA0730
 AA0730  VERT ORDER      -  FIRST     CLASS II
 AA0730
 AA0730.The horizontal coordinates were scaled from a map and have
 AA0730.an estimated accuracy of +/- 6 seconds.
 AA0730
 AA0730.The orthometric height was determined by differential leveling and
 AA0730.adjusted by the NATIONAL GEODETIC SURVEY
 AA0730.in June 1991.
 AA0730
 AA0730.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0730.GEOID18 height accuracy estimate available here.
 AA0730
 AA0730.This Tidal Bench Mark is designated as VM 7041
 AA0730.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0730
 AA0730.Click photographs - Photos may exist for this station.
 AA0730
 AA0730.The dynamic height is computed by dividing the NAVD 88
 AA0730.geopotential number by the normal gravity value computed on the
 AA0730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0730.degrees latitude (g = 980.6199 gals.).
 AA0730
 AA0730.The modeled gravity was interpolated from observed gravity values.
 AA0730
 AA0730;                    North         East    Units  Estimated Accuracy
 AA0730;SPC FL E     -    34,150.      142,320.      MT  (+/- 180 meters Scaled)
 AA0730
 AA0730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH423252(NAD 83)
 AA0730
 AA0730                          SUPERSEDED SURVEY CONTROL
 AA0730
 AA0730  NGVD 29 (09/01/92)    1.154  (m)            3.79   (f) ADJUSTED    1 2
 AA0730
 AA0730.Superseded values are not recommended for survey control.
 AA0730
 AA0730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0730.See file dsdata.pdf to determine how the superseded data were derived.
 AA0730
 AA0730_MARKER: DJ = TIDAL STATION DISK
 AA0730_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0730_SP_SET: SEAWALL
 AA0730_STAMPING: NO. 1 1974
 AA0730_MARK LOGO: NOS
 AA0730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0730+STABILITY: SURFACE MOTION
 AA0730
 AA0730  HISTORY     - Date     Condition        Report By
 AA0730  HISTORY     - 1974     MONUMENTED       NOS
 AA0730  HISTORY     - 1982     GOOD             FLDNR
 AA0730  HISTORY     - 1988     GOOD             USPSQD
 AA0730  HISTORY     - 19881108 GOOD             FLDNR
 AA0730
 AA0730                          STATION DESCRIPTION
 AA0730
 AA0730'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0730'0.75 MI SW FROM SUGARLOAF SHORES.
 AA0730'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.4 MILE SOUTHWEST
 AA0730'ON U.S. HIGHWAY 1 TO SOUTH POINT DRIVE, GO 0.35 MILE SOUTHEAST ON
 AA0730'SOUTH POINT DRIVE TO THE MARK.  THE MARK IS AT 95 SOUTH POINT DRIVE,
 AA0730'65.0 FEET WEST OF THE WEST CORNER OF THE HOUSE, 71.0 FEET NORTHWEST
 AA0730'OF THE SOUTH CORNER OF THE SEAWALL, AND 12.5 FEET NORTHEAST OF A
 AA0730'BOAT HOIST.
 AA0730
 AA0730                          STATION RECOVERY (1988)
 AA0730
 AA0730'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 AA0730'RECOVERED IN GOOD CONDITION.
 AA0730
 AA0730                          STATION RECOVERY (1988)
 AA0730
 AA0730'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0730'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT MILEAGE ON SOUTH
 AA0730'POINT DRIVE IS 0.48 KM (0.30 MI) SOUTHEAST FOR A TOTAL DISTANCE OF
 AA0730'1.13 KM (0.70 MI) SOUTHWEST TO THE MARK.  THE MARK IS LOCATED AT LOT
 AA0730'NUMBER 95, NOT 95 SOUTH POINT DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0731 ***********************************************************************
 AA0731  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0731  DESIGNATION -  872 4377 TIDAL 2
 AA0731  PID         -  AA0731
 AA0731  STATE/COUNTY-  FL/MONROE
 AA0731  COUNTRY     -  US
 AA0731  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0731
 AA0731                         *CURRENT SURVEY CONTROL
 AA0731  ______________________________________________________________________
 AA0731* NAD 83(1986) POSITION- 24 38 26.     (N) 081 34 11.     (W)   SCALED
 AA0731* NAVD 88 ORTHO HEIGHT -     0.701 (meters)        2.30  (feet) ADJUSTED
 AA0731  ______________________________________________________________________
 AA0731  GEOID HEIGHT    -        -21.714 (meters)                     GEOID18
 AA0731  DYNAMIC HEIGHT  -          0.700 (meters)        2.30  (feet) COMP
 AA0731  MODELED GRAVITY -    978,966.4   (mgal)                       NAVD 88
 AA0731
 AA0731  VERT ORDER      -  FIRST     CLASS II
 AA0731
 AA0731.The horizontal coordinates were scaled from a map and have
 AA0731.an estimated accuracy of +/- 6 seconds.
 AA0731
 AA0731.The orthometric height was determined by differential leveling and
 AA0731.adjusted by the NATIONAL GEODETIC SURVEY
 AA0731.in June 1991.
 AA0731
 AA0731.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0731.GEOID18 height accuracy estimate available here.
 AA0731
 AA0731.This Tidal Bench Mark is designated as VM 7042
 AA0731.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0731
 AA0731.Click photographs - Photos may exist for this station.
 AA0731
 AA0731.The dynamic height is computed by dividing the NAVD 88
 AA0731.geopotential number by the normal gravity value computed on the
 AA0731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0731.degrees latitude (g = 980.6199 gals.).
 AA0731
 AA0731.The modeled gravity was interpolated from observed gravity values.
 AA0731
 AA0731;                    North         East    Units  Estimated Accuracy
 AA0731;SPC FL E     -    34,150.      142,320.      MT  (+/- 180 meters Scaled)
 AA0731
 AA0731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH423252(NAD 83)
 AA0731
 AA0731                          SUPERSEDED SURVEY CONTROL
 AA0731
 AA0731  NGVD 29 (09/01/92)    1.118  (m)            3.67   (f) ADJUSTED    1 2
 AA0731
 AA0731.Superseded values are not recommended for survey control.
 AA0731
 AA0731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0731.See file dsdata.pdf to determine how the superseded data were derived.
 AA0731
 AA0731_MARKER: DJ = TIDAL STATION DISK
 AA0731_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0731_SP_SET: SEAWALL
 AA0731_STAMPING: NO. 2 1974
 AA0731_MARK LOGO: NOS
 AA0731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0731+STABILITY: SURFACE MOTION
 AA0731
 AA0731  HISTORY     - Date     Condition        Report By
 AA0731  HISTORY     - 1974     MONUMENTED       NOS
 AA0731  HISTORY     - 1982     GOOD             FLDNR
 AA0731  HISTORY     - 1988     GOOD             USPSQD
 AA0731  HISTORY     - 19881108 GOOD             FLDNR
 AA0731
 AA0731                          STATION DESCRIPTION
 AA0731
 AA0731'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0731'0.75 MI SW FROM SUGARLOAF SHORES.
 AA0731'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.4 MILE SOUTHWEST
 AA0731'ON U.S. HIGHWAY 1 TO SOUTH POINT DRIVE, GO 0.35 MILE SOUTHEAST ON
 AA0731'SOUTH POINT DRIVE TO THE MARK.  THE MARK IS AT 95 SOUTH POINT DRIVE,
 AA0731'AT THE SOUTHWEST EDGE OF STEPS TO A BOAT SLIP, 62.1 FEET NORTHEAST
 AA0731'OF THE SOUTH CORNER OF THE SEAWALL, AND 17.7 FEET SOUTHWEST OF THE
 AA0731'SOUTHWEST SIDE OF THE HOUSE.
 AA0731
 AA0731                          STATION RECOVERY (1988)
 AA0731
 AA0731'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 AA0731'RECOVERED IN GOOD CONDITION.
 AA0731
 AA0731                          STATION RECOVERY (1988)
 AA0731
 AA0731'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0731'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT MILEAGE ON SOUTH
 AA0731'POINT DRIVE IS 0.48 KM (0.30 MI) SOUTHEAST FOR A TOTAL DISTANCE OF
 AA0731'1.13 KM (0.70 MI) SOUTHWEST TO THE MARK.  THE MARK IS LOCATED AT LOT
 AA0731'NUMBER 95, NOT 95 SOUTH POINT DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0732 ***********************************************************************
 AA0732  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0732  DESIGNATION -  872 4377 TIDAL 3
 AA0732  PID         -  AA0732
 AA0732  STATE/COUNTY-  FL/MONROE
 AA0732  COUNTRY     -  US
 AA0732  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0732
 AA0732                         *CURRENT SURVEY CONTROL
 AA0732  ______________________________________________________________________
 AA0732* NAD 83(1986) POSITION- 24 38 26.     (N) 081 34 11.     (W)   SCALED
 AA0732* NAVD 88 ORTHO HEIGHT -     0.710 (meters)        2.33  (feet) ADJUSTED
 AA0732  ______________________________________________________________________
 AA0732  GEOID HEIGHT    -        -21.714 (meters)                     GEOID18
 AA0732  DYNAMIC HEIGHT  -          0.709 (meters)        2.33  (feet) COMP
 AA0732  MODELED GRAVITY -    978,966.4   (mgal)                       NAVD 88
 AA0732
 AA0732  VERT ORDER      -  FIRST     CLASS II
 AA0732
 AA0732.The horizontal coordinates were scaled from a map and have
 AA0732.an estimated accuracy of +/- 6 seconds.
 AA0732
 AA0732.The orthometric height was determined by differential leveling and
 AA0732.adjusted by the NATIONAL GEODETIC SURVEY
 AA0732.in June 1991.
 AA0732
 AA0732.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0732.GEOID18 height accuracy estimate available here.
 AA0732
 AA0732.This Tidal Bench Mark is designated as VM 7043
 AA0732.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0732
 AA0732.Click photographs - Photos may exist for this station.
 AA0732
 AA0732.The dynamic height is computed by dividing the NAVD 88
 AA0732.geopotential number by the normal gravity value computed on the
 AA0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0732.degrees latitude (g = 980.6199 gals.).
 AA0732
 AA0732.The modeled gravity was interpolated from observed gravity values.
 AA0732
 AA0732;                    North         East    Units  Estimated Accuracy
 AA0732;SPC FL E     -    34,150.      142,320.      MT  (+/- 180 meters Scaled)
 AA0732
 AA0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH423252(NAD 83)
 AA0732
 AA0732                          SUPERSEDED SURVEY CONTROL
 AA0732
 AA0732  NGVD 29 (09/01/92)    1.129  (m)            3.70   (f) ADJUSTED    1 2
 AA0732
 AA0732.Superseded values are not recommended for survey control.
 AA0732
 AA0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0732.See file dsdata.pdf to determine how the superseded data were derived.
 AA0732
 AA0732_MARKER: DJ = TIDAL STATION DISK
 AA0732_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0732_SP_SET: SEAWALL
 AA0732_STAMPING: NO. 3 1974
 AA0732_MARK LOGO: NOS
 AA0732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0732+STABILITY: SURFACE MOTION
 AA0732
 AA0732  HISTORY     - Date     Condition        Report By
 AA0732  HISTORY     - 1974     MONUMENTED       NOS
 AA0732  HISTORY     - 1982     GOOD             FLDNR
 AA0732  HISTORY     - 1988     GOOD             USPSQD
 AA0732  HISTORY     - 19881108 GOOD             FLDNR
 AA0732
 AA0732                          STATION DESCRIPTION
 AA0732
 AA0732'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0732'0.75 MI SW FROM SUGARLOAF SHORES.
 AA0732'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.4 MILE SOUTHWEST
 AA0732'ON U.S. HIGHWAY 1 TO SOUTH POINT DRIVE, GO 0.35 MILE SOUTHEAST ON
 AA0732'SOUTH POINT DRIVE TO THE MARK.  THE MARK IS AT 95 SOUTH POINT DRIVE,
 AA0732'AT THE SOUTH END OF THE BOAT SLIP SEAWALL, AND 140 FEET SOUTHWEST
 AA0732'OF THE CENTERLINE OF THE ROAD.
 AA0732
 AA0732                          STATION RECOVERY (1988)
 AA0732
 AA0732'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 AA0732'RECOVERED IN GOOD CONDITION.
 AA0732
 AA0732                          STATION RECOVERY (1988)
 AA0732
 AA0732'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0732'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT MILEAGE ON SOUTH
 AA0732'POINT DRIVE IS 0.48 KM (0.30 MI) FOR A TOTAL DISTANCE OF 1.12 KM
 AA0732'(0.70 MI) SOUTHWEST TO THE MARK.  THE MARK IS LOCATED AT LOT NUMBER
 AA0732'95, NOT 95 SOUTH POINT DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0733 ***********************************************************************
 AA0733  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0733  DESIGNATION -  872 4377 TIDAL 4
 AA0733  PID         -  AA0733
 AA0733  STATE/COUNTY-  FL/MONROE
 AA0733  COUNTRY     -  US
 AA0733  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0733
 AA0733                         *CURRENT SURVEY CONTROL
 AA0733  ______________________________________________________________________
 AA0733* NAD 83(1986) POSITION- 24 38 18.     (N) 081 33 57.     (W)   SCALED
 AA0733* NAVD 88 ORTHO HEIGHT -     0.776 (meters)        2.55  (feet) ADJUSTED
 AA0733  ______________________________________________________________________
 AA0733  GEOID HEIGHT    -        -21.722 (meters)                     GEOID18
 AA0733  DYNAMIC HEIGHT  -          0.775 (meters)        2.54  (feet) COMP
 AA0733  MODELED GRAVITY -    978,966.4   (mgal)                       NAVD 88
 AA0733
 AA0733  VERT ORDER      -  FIRST     CLASS II
 AA0733
 AA0733.The horizontal coordinates were scaled from a map and have
 AA0733.an estimated accuracy of +/- 6 seconds.
 AA0733
 AA0733.The orthometric height was determined by differential leveling and
 AA0733.adjusted by the NATIONAL GEODETIC SURVEY
 AA0733.in June 1991.
 AA0733
 AA0733.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0733.GEOID18 height accuracy estimate available here.
 AA0733
 AA0733.This Tidal Bench Mark is designated as VM 7044
 AA0733.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0733
 AA0733.Click photographs - Photos may exist for this station.
 AA0733
 AA0733.The dynamic height is computed by dividing the NAVD 88
 AA0733.geopotential number by the normal gravity value computed on the
 AA0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0733.degrees latitude (g = 980.6199 gals.).
 AA0733
 AA0733.The modeled gravity was interpolated from observed gravity values.
 AA0733
 AA0733;                    North         East    Units  Estimated Accuracy
 AA0733;SPC FL E     -    33,900.      142,720.      MT  (+/- 180 meters Scaled)
 AA0733
 AA0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH427250(NAD 83)
 AA0733
 AA0733                          SUPERSEDED SURVEY CONTROL
 AA0733
 AA0733  NGVD 29 (09/01/92)    1.195  (m)            3.92   (f) ADJUSTED    1 2
 AA0733
 AA0733.Superseded values are not recommended for survey control.
 AA0733
 AA0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0733.See file dsdata.pdf to determine how the superseded data were derived.
 AA0733
 AA0733_MARKER: DJ = TIDAL STATION DISK
 AA0733_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0733_SP_SET: SEAWALL
 AA0733_STAMPING: NO. 4 1974
 AA0733_MARK LOGO: NOS
 AA0733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0733+STABILITY: SURFACE MOTION
 AA0733
 AA0733  HISTORY     - Date     Condition        Report By
 AA0733  HISTORY     - 1974     MONUMENTED       NOS
 AA0733  HISTORY     - 1982     GOOD             FLDNR
 AA0733  HISTORY     - 1988     GOOD             USPSQD
 AA0733  HISTORY     - 19881108 GOOD             FLDNR
 AA0733
 AA0733                          STATION DESCRIPTION
 AA0733
 AA0733'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0733'0.75 MI SW FROM SUGARLOAF SHORES.
 AA0733'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.4 MILE SOUTHWEST
 AA0733'ON U.S. HIGHWAY 1 TO SOUTH POINT DRIVE, GO 0.45 MILE SOUTHEAST
 AA0733'ON SOUTH POINT DRIVE TO THE MARK.  THE MARK IS AT THE GOWZD
 AA0733'RESIDENCE, AT THE BOAT SLIP, 0.3 FOOT SOUTHWEST OF THE SOUTH
 AA0733'CORNER OF THE SOUTHWEST BOAT HOIST, 35.6 FEET NORTH OF THE NORTH
 AA0733'CORNER OF THE HOUSE, AND 124 FEET NORTHEAST OF THE CENTERLINE OF
 AA0733'SOUTH POINT DRIVE.
 AA0733
 AA0733                          STATION RECOVERY (1988)
 AA0733
 AA0733'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 AA0733'RECOVERED IN GOOD CONDITION.
 AA0733
 AA0733                          STATION RECOVERY (1988)
 AA0733
 AA0733'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0733'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT MILEAGE ON SOUTH
 AA0733'POINT DRIVE IS 0.64 KM (0.40 MI) SOUTHEAST FOR A TOTAL DISTANCE OF
 AA0733'1.29 KM (0.80 MI) SOUTHWEST TO THE MARK.  THE MARK IS LOCATED AT LOT
 AA0733'NUMBER 35.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0734 ***********************************************************************
 AA0734  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0734  DESIGNATION -  872 4377 TIDAL 5
 AA0734  PID         -  AA0734
 AA0734  STATE/COUNTY-  FL/MONROE
 AA0734  COUNTRY     -  US
 AA0734  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0734
 AA0734                         *CURRENT SURVEY CONTROL
 AA0734  ______________________________________________________________________
 AA0734* NAD 83(1986) POSITION- 24 38 18.     (N) 081 33 57.     (W)   SCALED
 AA0734* NAVD 88 ORTHO HEIGHT -     0.568 (meters)        1.86  (feet) ADJUSTED
 AA0734  ______________________________________________________________________
 AA0734  GEOID HEIGHT    -        -21.722 (meters)                     GEOID18
 AA0734  DYNAMIC HEIGHT  -          0.567 (meters)        1.86  (feet) COMP
 AA0734  MODELED GRAVITY -    978,966.4   (mgal)                       NAVD 88
 AA0734
 AA0734  VERT ORDER      -  FIRST     CLASS II
 AA0734
 AA0734.The horizontal coordinates were scaled from a map and have
 AA0734.an estimated accuracy of +/- 6 seconds.
 AA0734
 AA0734.The orthometric height was determined by differential leveling and
 AA0734.adjusted by the NATIONAL GEODETIC SURVEY
 AA0734.in June 1991.
 AA0734
 AA0734.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0734.GEOID18 height accuracy estimate available here.
 AA0734
 AA0734.This Tidal Bench Mark is designated as VM 7045
 AA0734.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0734
 AA0734.Click photographs - Photos may exist for this station.
 AA0734
 AA0734.The dynamic height is computed by dividing the NAVD 88
 AA0734.geopotential number by the normal gravity value computed on the
 AA0734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0734.degrees latitude (g = 980.6199 gals.).
 AA0734
 AA0734.The modeled gravity was interpolated from observed gravity values.
 AA0734
 AA0734;                    North         East    Units  Estimated Accuracy
 AA0734;SPC FL E     -    33,900.      142,720.      MT  (+/- 180 meters Scaled)
 AA0734
 AA0734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH427250(NAD 83)
 AA0734
 AA0734                          SUPERSEDED SURVEY CONTROL
 AA0734
 AA0734  NGVD 29 (09/01/92)    0.987  (m)            3.24   (f) ADJUSTED    1 2
 AA0734
 AA0734.Superseded values are not recommended for survey control.
 AA0734
 AA0734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0734.See file dsdata.pdf to determine how the superseded data were derived.
 AA0734
 AA0734_MARKER: DJ = TIDAL STATION DISK
 AA0734_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0734_SP_SET: STEP
 AA0734_STAMPING: NO. 5 1974
 AA0734_MARK LOGO: NOS
 AA0734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0734
 AA0734  HISTORY     - Date     Condition        Report By
 AA0734  HISTORY     - 1974     MONUMENTED       NOS
 AA0734  HISTORY     - 1982     GOOD             FLDNR
 AA0734  HISTORY     - 1988     GOOD             USPSQD
 AA0734  HISTORY     - 19881108 GOOD             FLDNR
 AA0734
 AA0734                          STATION DESCRIPTION
 AA0734
 AA0734'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0734'0.75 MI SW FROM SUGARLOAF SHORES.
 AA0734'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.4 MILE SOUTHWEST
 AA0734'ON U.S. HIGHWAY 1 TO SOUTH POINT DRIVE, GO 0.45 MILE SOUTHEAST ON
 AA0734'SOUTH POINT DRIVE TO THE MARK.  THE MARK IS AT THE GOWZD RESIDENCE,
 AA0734'58 FEET EAST OF THE NORTH CORNER OF THE HOUSE, 43 FEET WEST OF THE
 AA0734'EAST END OF THE SEAWALL, AND SET IN THE TOP OF THE TOP STEP LEADING
 AA0734'TO THE WATER.
 AA0734
 AA0734                          STATION RECOVERY (1988)
 AA0734
 AA0734'RECOVERY NOTE BY US POWER SQUADRON 1988 (JHF)
 AA0734'RECOVERED IN GOOD CONDITION.
 AA0734
 AA0734                          STATION RECOVERY (1988)
 AA0734
 AA0734'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0734'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1666 ***********************************************************************
 AA1666  DESIGNATION -  872 4378 G TIDAL
 AA1666  PID         -  AA1666
 AA1666  STATE/COUNTY-  FL/MONROE
 AA1666  COUNTRY     -  US
 AA1666  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA1666
 AA1666                         *CURRENT SURVEY CONTROL
 AA1666  ______________________________________________________________________
 AA1666* NAD 83(1986) POSITION- 24 38 43.     (N) 081 33 57.     (W)   SCALED
 AA1666* NAVD 88 ORTHO HEIGHT -     0.769 (meters)        2.52  (feet) ADJUSTED
 AA1666  ______________________________________________________________________
 AA1666  GEOID HEIGHT    -        -21.708 (meters)                     GEOID18
 AA1666  DYNAMIC HEIGHT  -          0.768 (meters)        2.52  (feet) COMP
 AA1666  MODELED GRAVITY -    978,966.9   (mgal)                       NAVD 88
 AA1666
 AA1666  VERT ORDER      -  FIRST     CLASS II
 AA1666
 AA1666.The horizontal coordinates were scaled from a map and have
 AA1666.an estimated accuracy of +/- 6 seconds.
 AA1666
 AA1666.The orthometric height was determined by differential leveling and
 AA1666.adjusted by the NATIONAL GEODETIC SURVEY
 AA1666.in May 1994.
 AA1666
 AA1666.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1666.GEOID18 height accuracy estimate available here.
 AA1666
 AA1666.Click photographs - Photos may exist for this station.
 AA1666
 AA1666.The dynamic height is computed by dividing the NAVD 88
 AA1666.geopotential number by the normal gravity value computed on the
 AA1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1666.degrees latitude (g = 980.6199 gals.).
 AA1666
 AA1666.The modeled gravity was interpolated from observed gravity values.
 AA1666
 AA1666;                    North         East    Units  Estimated Accuracy
 AA1666;SPC FL E     -    34,670.      142,720.      MT  (+/- 180 meters Scaled)
 AA1666
 AA1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH427257(NAD 83)
 AA1666
 AA1666                          SUPERSEDED SURVEY CONTROL
 AA1666
 AA1666  NGVD 29 (09/01/92)    1.189  (m)            3.90   (f) ADJUSTED    1 2
 AA1666
 AA1666.Superseded values are not recommended for survey control.
 AA1666
 AA1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1666.See file dsdata.pdf to determine how the superseded data were derived.
 AA1666
 AA1666_MARKER: DJ = TIDAL STATION DISK
 AA1666_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA1666+WITH SETTING: PAVEMENT
 AA1666_SP_SET: POWER POLE BASE
 AA1666_STAMPING: 4378 G 1988
 AA1666_MARK LOGO: NOS
 AA1666_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1666+STABILITY: SURFACE MOTION
 AA1666
 AA1666  HISTORY     - Date     Condition        Report By
 AA1666  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1666
 AA1666                          STATION DESCRIPTION
 AA1666
 AA1666'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1666'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORESTO THE
 AA1666'MARKSOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1, 17.22 M (56.50
 AA1666'FT) SOUTHWEST OF THE CENTERLINE OF COUNTY ROAD C-939SOUTH-SOUTHWEST
 AA1666'OF MILE MARKER 17 AND 0.30 M (0.98 FT) NORTH OF THE NORTH FACE OF THE
 AA1666'POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1665 ***********************************************************************
 AA1665  DESIGNATION -  872 4378 H TIDAL
 AA1665  PID         -  AA1665
 AA1665  STATE/COUNTY-  FL/MONROE
 AA1665  COUNTRY     -  US
 AA1665  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA1665
 AA1665                         *CURRENT SURVEY CONTROL
 AA1665  ______________________________________________________________________
 AA1665* NAD 83(1986) POSITION- 24 38 42.     (N) 081 34 00.     (W)   SCALED
 AA1665* NAVD 88 ORTHO HEIGHT -     0.343 (meters)        1.13  (feet) ADJUSTED
 AA1665  ______________________________________________________________________
 AA1665  GEOID HEIGHT    -        -21.707 (meters)                     GEOID18
 AA1665  DYNAMIC HEIGHT  -          0.343 (meters)        1.13  (feet) COMP
 AA1665  MODELED GRAVITY -    978,966.8   (mgal)                       NAVD 88
 AA1665
 AA1665  VERT ORDER      -  FIRST     CLASS II
 AA1665
 AA1665.The horizontal coordinates were scaled from a map and have
 AA1665.an estimated accuracy of +/- 6 seconds.
 AA1665
 AA1665.The orthometric height was determined by differential leveling and
 AA1665.adjusted by the NATIONAL GEODETIC SURVEY
 AA1665.in May 1994.
 AA1665
 AA1665.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1665.GEOID18 height accuracy estimate available here.
 AA1665
 AA1665.Click photographs - Photos may exist for this station.
 AA1665
 AA1665.The dynamic height is computed by dividing the NAVD 88
 AA1665.geopotential number by the normal gravity value computed on the
 AA1665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1665.degrees latitude (g = 980.6199 gals.).
 AA1665
 AA1665.The modeled gravity was interpolated from observed gravity values.
 AA1665
 AA1665;                    North         East    Units  Estimated Accuracy
 AA1665;SPC FL E     -    34,640.      142,630.      MT  (+/- 180 meters Scaled)
 AA1665
 AA1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH426257(NAD 83)
 AA1665
 AA1665                          SUPERSEDED SURVEY CONTROL
 AA1665
 AA1665  NGVD 29 (09/01/92)    0.764  (m)            2.51   (f) ADJUSTED    1 2
 AA1665
 AA1665.Superseded values are not recommended for survey control.
 AA1665
 AA1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1665.See file dsdata.pdf to determine how the superseded data were derived.
 AA1665
 AA1665_MARKER: DJ = TIDAL STATION DISK
 AA1665_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA1665+WITH SETTING: PAVEMENT
 AA1665_SP_SET: POWER POLE BASE
 AA1665_STAMPING: 4378 H 1988
 AA1665_MARK LOGO: NOS
 AA1665_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1665+STABILITY: SURFACE MOTION
 AA1665
 AA1665  HISTORY     - Date     Condition        Report By
 AA1665  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1665
 AA1665                          STATION DESCRIPTION
 AA1665
 AA1665'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1665'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORESTO THE
 AA1665'JUNCTION OF A GRADED ROAD LEADING NORTH TO THE SUGARLOAF AIRPORT AND
 AA1665'THE MARKSOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 1, 7.62 M (25.00
 AA1665'FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF THE GRADED ROAD AND 0.30
 AA1665'M (0.98 FT) NORTH OF THE NORTH FACE OF THE POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0729 ***********************************************************************
 AA0729  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0729  DESIGNATION -  872 4378 TIDAL 1
 AA0729  PID         -  AA0729
 AA0729  STATE/COUNTY-  FL/MONROE
 AA0729  COUNTRY     -  US
 AA0729  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0729
 AA0729                         *CURRENT SURVEY CONTROL
 AA0729  ______________________________________________________________________
 AA0729* NAD 83(1986) POSITION- 24 38 56.     (N) 081 34 11.     (W)   SCALED
 AA0729* NAVD 88 ORTHO HEIGHT -     0.254 (meters)        0.83  (feet) ADJUSTED
 AA0729  ______________________________________________________________________
 AA0729  GEOID HEIGHT    -        -21.697 (meters)                     GEOID18
 AA0729  DYNAMIC HEIGHT  -          0.254 (meters)        0.83  (feet) COMP
 AA0729  MODELED GRAVITY -    978,967.2   (mgal)                       NAVD 88
 AA0729
 AA0729  VERT ORDER      -  SECOND    CLASS I
 AA0729
 AA0729.The horizontal coordinates were scaled from a map and have
 AA0729.an estimated accuracy of +/- 6 seconds.
 AA0729
 AA0729.The orthometric height was determined by differential leveling and
 AA0729.adjusted by the NATIONAL GEODETIC SURVEY
 AA0729.in June 1991.
 AA0729
 AA0729.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0729.GEOID18 height accuracy estimate available here.
 AA0729
 AA0729.This Tidal Bench Mark is designated as VM 7049
 AA0729.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0729
 AA0729.Click photographs - Photos may exist for this station.
 AA0729
 AA0729.The dynamic height is computed by dividing the NAVD 88
 AA0729.geopotential number by the normal gravity value computed on the
 AA0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0729.degrees latitude (g = 980.6199 gals.).
 AA0729
 AA0729.The modeled gravity was interpolated from observed gravity values.
 AA0729
 AA0729;                    North         East    Units  Estimated Accuracy
 AA0729;SPC FL E     -    35,070.      142,330.      MT  (+/- 180 meters Scaled)
 AA0729
 AA0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH423261(NAD 83)
 AA0729
 AA0729                          SUPERSEDED SURVEY CONTROL
 AA0729
 AA0729.No superseded survey control is available for this station.
 AA0729
 AA0729_MARKER: DJ = TIDAL STATION DISK
 AA0729_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0729_SP_SET: SEAWALL
 AA0729_STAMPING: NO 1 1974
 AA0729_MARK LOGO: NOS
 AA0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0729+STABILITY: SURFACE MOTION
 AA0729
 AA0729  HISTORY     - Date     Condition        Report By
 AA0729  HISTORY     - 1974     MONUMENTED       NOS
 AA0729  HISTORY     - 1982     GOOD             FLDNR
 AA0729
 AA0729                          STATION DESCRIPTION
 AA0729
 AA0729'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0729'0.3 MI NW FROM SUGARLOAF SHORES.
 AA0729'BEGIN AT THE POST OFFICE IN SUGARLOAF SHORES, GO 0.2 MILE SOUTHWEST
 AA0729'ON U.S. HIGHWAY 1 TO A DIRT ROAD LEADING NORTHWEST TO AN OLD AIRPORT,
 AA0729'GO 0.25 MILE NORTHWEST ON DIRT ROAD TO A FORK, TAKE RIGHT FORK AND
 AA0729'GO 0.05 MILE NORTH TO A POND ON THE RIGHT, AND THE MARK.  THE MARK
 AA0729'BEARS 26.0 FEET SOUTHEAST OF THE WEST CORNER OF THE POND, 26 FEET
 AA0729'NORTHEAST OF THE CENTERLINE OF THE DIRT ROAD, AND 23.5 FEET NORTH
 AA0729'OF THE POINT WHERE THE ROAD CURVES.
 AA0729'THE MARK IS ABOVE LEVEL WITH ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0728 ***********************************************************************
 AA0728  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0728  DESIGNATION -  872 4392 E TIDAL
 AA0728  PID         -  AA0728
 AA0728  STATE/COUNTY-  FL/MONROE
 AA0728  COUNTRY     -  US
 AA0728  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0728
 AA0728                         *CURRENT SURVEY CONTROL
 AA0728  ______________________________________________________________________
 AA0728* NAD 83(1986) POSITION- 24 38 02.     (N) 081 35 11.     (W)   SCALED
 AA0728* NAVD 88 ORTHO HEIGHT -     4.564 (meters)       14.97  (feet) ADJUSTED
 AA0728  ______________________________________________________________________
 AA0728  GEOID HEIGHT    -        -21.715 (meters)                     GEOID18
 AA0728  DYNAMIC HEIGHT  -          4.556 (meters)       14.95  (feet) COMP
 AA0728  MODELED GRAVITY -    978,965.6   (mgal)                       NAVD 88
 AA0728
 AA0728  VERT ORDER      -  FIRST     CLASS II
 AA0728
 AA0728.The horizontal coordinates were scaled from a map and have
 AA0728.an estimated accuracy of +/- 6 seconds.
 AA0728
 AA0728.The orthometric height was determined by differential leveling and
 AA0728.adjusted by the NATIONAL GEODETIC SURVEY
 AA0728.in May 1994.
 AA0728
 AA0728.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0728.GEOID18 height accuracy estimate available here.
 AA0728
 AA0728.This Tidal Bench Mark is designated as VM 7055
 AA0728.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0728
 AA0728.Click photographs - Photos may exist for this station.
 AA0728
 AA0728.The dynamic height is computed by dividing the NAVD 88
 AA0728.geopotential number by the normal gravity value computed on the
 AA0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0728.degrees latitude (g = 980.6199 gals.).
 AA0728
 AA0728.The modeled gravity was interpolated from observed gravity values.
 AA0728
 AA0728;                    North         East    Units  Estimated Accuracy
 AA0728;SPC FL E     -    33,420.      140,630.      MT  (+/- 180 meters Scaled)
 AA0728
 AA0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH406245(NAD 83)
 AA0728
 AA0728                          SUPERSEDED SURVEY CONTROL
 AA0728
 AA0728  NAVD 88 (06/15/91)    4.565  (m)           14.98   (f) SUPERSEDED  1 2
 AA0728  NGVD 29 (09/01/92)    4.979  (m)           16.34   (f) ADJUSTED    1 2
 AA0728
 AA0728.Superseded values are not recommended for survey control.
 AA0728
 AA0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0728.See file dsdata.pdf to determine how the superseded data were derived.
 AA0728
 AA0728_MARKER: DB = BENCH MARK DISK
 AA0728_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0728_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0728_STAMPING: 4392 E
 AA0728_MARK LOGO: FLDT
 AA0728_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0728
 AA0728  HISTORY     - Date     Condition        Report By
 AA0728  HISTORY     - UNK      MONUMENTED       FLDT
 AA0728  HISTORY     - 1982     GOOD             FLDNR
 AA0728  HISTORY     - 19881108 GOOD             FLDNR
 AA0728  HISTORY     - 1989     GOOD             USPSQD
 AA0728  HISTORY     - 20170302 GOOD             USPSQD
 AA0728
 AA0728                          STATION DESCRIPTION
 AA0728
 AA0728'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0728'14.75 MI NE FROM KEY WEST.
 AA0728'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 14.5 MILES NORTHEAST ON
 AA0728'U.S. HIGHWAY 1 TO THE BRIDGE OVER LOWER SUGARLOAF CHANNEL.  THE MARK
 AA0728'BEARS 0.65 FOOT NORTHEAST OF THE NORTHEAST ABUTMENT, 19.2 FEET
 AA0728'SOUTHEAST OF THE CENTERLINE OF U.S. 1, 10.4 FEET SOUTHWEST OF THE
 AA0728'NORTHEAST END OF THE GUARDRAIL, AND 5 FEET NORTHWEST OF THE
 AA0728'SOUTHEAST EDGE OF THE BRIDGE CHEEKWALL.
 AA0728'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0728
 AA0728                          STATION RECOVERY (1988)
 AA0728
 AA0728'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0728'RECOVERED IN GOOD CONDITION.
 AA0728
 AA0728                          STATION RECOVERY (1989)
 AA0728
 AA0728'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0728'RECOVERED IN GOOD CONDITION.
 AA0728
 AA0728                          STATION RECOVERY (2017)
 AA0728
 AA0728'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0728'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0726 ***********************************************************************
 AA0726  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0726  DESIGNATION -  872 4392 F TIDAL
 AA0726  PID         -  AA0726
 AA0726  STATE/COUNTY-  FL/MONROE
 AA0726  COUNTRY     -  US
 AA0726  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0726
 AA0726                         *CURRENT SURVEY CONTROL
 AA0726  ______________________________________________________________________
 AA0726* NAD 83(1986) POSITION- 24 38 02.     (N) 081 35 11.     (W)   SCALED
 AA0726* NAVD 88 ORTHO HEIGHT -     4.553 (meters)       14.94  (feet) ADJUSTED
 AA0726  ______________________________________________________________________
 AA0726  GEOID HEIGHT    -        -21.715 (meters)                     GEOID18
 AA0726  DYNAMIC HEIGHT  -          4.545 (meters)       14.91  (feet) COMP
 AA0726  MODELED GRAVITY -    978,965.6   (mgal)                       NAVD 88
 AA0726
 AA0726  VERT ORDER      -  FIRST     CLASS II
 AA0726
 AA0726.The horizontal coordinates were scaled from a map and have
 AA0726.an estimated accuracy of +/- 6 seconds.
 AA0726
 AA0726.The orthometric height was determined by differential leveling and
 AA0726.adjusted by the NATIONAL GEODETIC SURVEY
 AA0726.in June 1991.
 AA0726
 AA0726.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0726.GEOID18 height accuracy estimate available here.
 AA0726
 AA0726.This Tidal Bench Mark is designated as VM 7056
 AA0726.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0726
 AA0726.Click photographs - Photos may exist for this station.
 AA0726
 AA0726.The dynamic height is computed by dividing the NAVD 88
 AA0726.geopotential number by the normal gravity value computed on the
 AA0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0726.degrees latitude (g = 980.6199 gals.).
 AA0726
 AA0726.The modeled gravity was interpolated from observed gravity values.
 AA0726
 AA0726;                    North         East    Units  Estimated Accuracy
 AA0726;SPC FL E     -    33,420.      140,630.      MT  (+/- 180 meters Scaled)
 AA0726
 AA0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH406245(NAD 83)
 AA0726
 AA0726                          SUPERSEDED SURVEY CONTROL
 AA0726
 AA0726  NGVD 29 (09/01/92)    4.964  (m)           16.29   (f) ADJUSTED    1 2
 AA0726
 AA0726.Superseded values are not recommended for survey control.
 AA0726
 AA0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0726.See file dsdata.pdf to determine how the superseded data were derived.
 AA0726
 AA0726_MARKER: DB = BENCH MARK DISK
 AA0726_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0726_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0726_STAMPING: 4392 F
 AA0726_MARK LOGO: FLDT
 AA0726_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0726
 AA0726  HISTORY     - Date     Condition        Report By
 AA0726  HISTORY     - UNK      MONUMENTED       FLDT
 AA0726  HISTORY     - 1982     GOOD             FLDNR
 AA0726  HISTORY     - 19881108 GOOD             FLDNR
 AA0726  HISTORY     - 1989     GOOD             USPSQD
 AA0726  HISTORY     - 20170302 GOOD             USPSQD
 AA0726
 AA0726                          STATION DESCRIPTION
 AA0726
 AA0726'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0726'14.5 MI NE FROM KEY WEST.
 AA0726'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 14.5 MILES NORTHEAST ON
 AA0726'U.S. HIGHWAY 1 TO THE BRIDGE OVER LOWER SUGARLOAF CHANNEL.  THE MARK
 AA0726'BEARS 19.7 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1, 0.7 FOOT
 AA0726'SOUTHWEST OF THE SOUTHWEST ABUTMENT, 10.4 FEET NORTHEAST OF THE
 AA0726'SOUTHWEST END OF THE BRIDGE GUARDRAIL, AND 4.9 FEET NORTHWEST OF THE
 AA0726'SOUTHEAST EDGE OF THE BRIDGE CHEEKWALL.
 AA0726
 AA0726                          STATION RECOVERY (1988)
 AA0726
 AA0726'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0726'RECOVERED IN GOOD CONDITION.
 AA0726
 AA0726                          STATION RECOVERY (1989)
 AA0726
 AA0726'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0726'RECOVERED IN GOOD CONDITION.
 AA0726
 AA0726                          STATION RECOVERY (2017)
 AA0726
 AA0726'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0726'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0727 ***********************************************************************
 AA0727  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0727  DESIGNATION -  872 4392 TIDAL 1
 AA0727  PID         -  AA0727
 AA0727  STATE/COUNTY-  FL/MONROE
 AA0727  COUNTRY     -  US
 AA0727  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0727
 AA0727                         *CURRENT SURVEY CONTROL
 AA0727  ______________________________________________________________________
 AA0727* NAD 83(1986) POSITION- 24 38 02.     (N) 081 35 11.     (W)   SCALED
 AA0727* NAVD 88 ORTHO HEIGHT -     2.778 (meters)        9.11  (feet) ADJUSTED
 AA0727  ______________________________________________________________________
 AA0727  GEOID HEIGHT    -        -21.715 (meters)                     GEOID18
 AA0727  DYNAMIC HEIGHT  -          2.773 (meters)        9.10  (feet) COMP
 AA0727  MODELED GRAVITY -    978,965.6   (mgal)                       NAVD 88
 AA0727
 AA0727  VERT ORDER      -  FIRST     CLASS II
 AA0727
 AA0727.The horizontal coordinates were scaled from a map and have
 AA0727.an estimated accuracy of +/- 6 seconds.
 AA0727
 AA0727.The orthometric height was determined by differential leveling and
 AA0727.adjusted by the NATIONAL GEODETIC SURVEY
 AA0727.in June 1991.
 AA0727
 AA0727.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0727.GEOID18 height accuracy estimate available here.
 AA0727
 AA0727.This Tidal Bench Mark is designated as VM 7054
 AA0727.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0727
 AA0727.Click photographs - Photos may exist for this station.
 AA0727
 AA0727.The dynamic height is computed by dividing the NAVD 88
 AA0727.geopotential number by the normal gravity value computed on the
 AA0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0727.degrees latitude (g = 980.6199 gals.).
 AA0727
 AA0727.The modeled gravity was interpolated from observed gravity values.
 AA0727
 AA0727;                    North         East    Units  Estimated Accuracy
 AA0727;SPC FL E     -    33,420.      140,630.      MT  (+/- 180 meters Scaled)
 AA0727
 AA0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH406245(NAD 83)
 AA0727
 AA0727                          SUPERSEDED SURVEY CONTROL
 AA0727
 AA0727  NGVD 29 (09/01/92)    3.194  (m)           10.48   (f) ADJUSTED    1 2
 AA0727
 AA0727.Superseded values are not recommended for survey control.
 AA0727
 AA0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0727.See file dsdata.pdf to determine how the superseded data were derived.
 AA0727
 AA0727_MARKER: DJ = TIDAL STATION DISK
 AA0727_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0727_SP_SET: WINGWALL
 AA0727_STAMPING: NO. 1 1973
 AA0727_MARK LOGO: NOS
 AA0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0727+STABILITY: SURFACE MOTION
 AA0727
 AA0727  HISTORY     - Date     Condition        Report By
 AA0727  HISTORY     - 1973     MONUMENTED       NOS
 AA0727  HISTORY     - 1982     GOOD             FLDNR
 AA0727  HISTORY     - 19881108 GOOD             FLDNR
 AA0727  HISTORY     - 1989     GOOD             USPSQD
 AA0727  HISTORY     - 20170302 GOOD             USPSQD
 AA0727
 AA0727                          STATION DESCRIPTION
 AA0727
 AA0727'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0727'14.75 MI NE FROM KEY WEST.
 AA0727'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 14.5 MILES NORTHEAST ON
 AA0727'U.S. HIGHWAY 1 TO THE BRIDGE OVER LOWER SUGARLOAF CHANNEL.  THE MARK
 AA0727'IS SET AT THE NORTHEAST END OF THE OLD BRIDGE, NOW USED AS A FISHING
 AA0727'PIER, 15.7 FEET WEST OF THE NORTHEAST END OF THE GUARDRAIL, AND 14.6
 AA0727'FEET NORTHWEST OF THE CENTERLINE OF THE OLD BRIDGE.
 AA0727'THE MARK IS 3 FT BELOW HIGHWAY.
 AA0727
 AA0727                          STATION RECOVERY (1988)
 AA0727
 AA0727'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0727'RECOVERED IN GOOD CONDITION.
 AA0727
 AA0727                          STATION RECOVERY (1989)
 AA0727
 AA0727'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0727'RECOVERED IN GOOD CONDITION.
 AA0727
 AA0727                          STATION RECOVERY (2017)
 AA0727
 AA0727'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0727'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0786 ***********************************************************************
 AA0786  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0786  DESIGNATION -  872 4401 D TIDAL
 AA0786  PID         -  AA0786
 AA0786  STATE/COUNTY-  FL/MONROE
 AA0786  COUNTRY     -  US
 AA0786  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0786
 AA0786                         *CURRENT SURVEY CONTROL
 AA0786  ______________________________________________________________________
 AA0786* NAD 83(1986) POSITION- 24 37 38.     (N) 081 35 47.     (W)   SCALED
 AA0786* NAVD 88 ORTHO HEIGHT -     4.862 (meters)       15.95  (feet) ADJUSTED
 AA0786  ______________________________________________________________________
 AA0786  GEOID HEIGHT    -        -21.720 (meters)                     GEOID18
 AA0786  DYNAMIC HEIGHT  -          4.854 (meters)       15.93  (feet) COMP
 AA0786  MODELED GRAVITY -    978,964.9   (mgal)                       NAVD 88
 AA0786
 AA0786  VERT ORDER      -  FIRST     CLASS II
 AA0786
 AA0786.The horizontal coordinates were scaled from a map and have
 AA0786.an estimated accuracy of +/- 6 seconds.
 AA0786
 AA0786.The orthometric height was determined by differential leveling and
 AA0786.adjusted by the NATIONAL GEODETIC SURVEY
 AA0786.in June 1991.
 AA0786
 AA0786.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0786.GEOID18 height accuracy estimate available here.
 AA0786
 AA0786.This Tidal Bench Mark is designated as VM 7814
 AA0786.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0786
 AA0786.Click photographs - Photos may exist for this station.
 AA0786
 AA0786.The dynamic height is computed by dividing the NAVD 88
 AA0786.geopotential number by the normal gravity value computed on the
 AA0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0786.degrees latitude (g = 980.6199 gals.).
 AA0786
 AA0786.The modeled gravity was interpolated from observed gravity values.
 AA0786
 AA0786;                    North         East    Units  Estimated Accuracy
 AA0786;SPC FL E     -    32,680.      139,620.      MT  (+/- 180 meters Scaled)
 AA0786
 AA0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH396238(NAD 83)
 AA0786
 AA0786                          SUPERSEDED SURVEY CONTROL
 AA0786
 AA0786  NGVD 29 (09/01/92)    5.275  (m)           17.31   (f) ADJUSTED    1 2
 AA0786
 AA0786.Superseded values are not recommended for survey control.
 AA0786
 AA0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0786.See file dsdata.pdf to determine how the superseded data were derived.
 AA0786
 AA0786_MARKER: DJ = TIDAL STATION DISK
 AA0786_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0786_SP_SET: BRIDGE PARAPET
 AA0786_STAMPING: 4401 D
 AA0786_MARK LOGO: NOS
 AA0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0786
 AA0786  HISTORY     - Date     Condition        Report By
 AA0786  HISTORY     - UNK      MONUMENTED       FLDT
 AA0786  HISTORY     - 1982     GOOD             FLDNR
 AA0786  HISTORY     - 19881108 GOOD             FLDNR
 AA0786  HISTORY     - 1989     GOOD             USPSQD
 AA0786
 AA0786                          STATION DESCRIPTION
 AA0786
 AA0786'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0786'13.85 MI NE FROM KEY WEST.
 AA0786'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.85 MILES
 AA0786'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0786'SADDLEBUNCH NO 2 CHANNEL.  THE MARK BEARS 23.2 FEET SOUTHEAST
 AA0786'OF THE CENTERLINE OF U.S. 1, 0.6 FOOT NORTHEAST OF THE
 AA0786'NORTHEAST ABUTMENT, 10.5 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 AA0786'GUARDRAIL, AND 5.0 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 AA0786'BRIDGE CHEEKWALL.
 AA0786'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0786
 AA0786                          STATION RECOVERY (1988)
 AA0786
 AA0786'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0786'RECOVERED IN GOOD CONDITION.
 AA0786
 AA0786                          STATION RECOVERY (1989)
 AA0786
 AA0786'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0786'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0785 ***********************************************************************
 AA0785  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0785  DESIGNATION -  872 4401 E TIDAL
 AA0785  PID         -  AA0785
 AA0785  STATE/COUNTY-  FL/MONROE
 AA0785  COUNTRY     -  US
 AA0785  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0785
 AA0785                         *CURRENT SURVEY CONTROL
 AA0785  ______________________________________________________________________
 AA0785* NAD 83(1986) POSITION- 24 37 38.     (N) 081 35 47.     (W)   SCALED
 AA0785* NAVD 88 ORTHO HEIGHT -     2.417 (meters)        7.93  (feet) ADJUSTED
 AA0785  ______________________________________________________________________
 AA0785  GEOID HEIGHT    -        -21.720 (meters)                     GEOID18
 AA0785  DYNAMIC HEIGHT  -          2.413 (meters)        7.92  (feet) COMP
 AA0785  MODELED GRAVITY -    978,964.9   (mgal)                       NAVD 88
 AA0785
 AA0785  VERT ORDER      -  FIRST     CLASS II
 AA0785
 AA0785.The horizontal coordinates were scaled from a map and have
 AA0785.an estimated accuracy of +/- 6 seconds.
 AA0785
 AA0785.The orthometric height was determined by differential leveling and
 AA0785.adjusted by the NATIONAL GEODETIC SURVEY
 AA0785.in June 1991.
 AA0785
 AA0785.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0785.GEOID18 height accuracy estimate available here.
 AA0785
 AA0785.This Tidal Bench Mark is designated as VM 7815
 AA0785.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0785
 AA0785.Click photographs - Photos may exist for this station.
 AA0785
 AA0785.The dynamic height is computed by dividing the NAVD 88
 AA0785.geopotential number by the normal gravity value computed on the
 AA0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0785.degrees latitude (g = 980.6199 gals.).
 AA0785
 AA0785.The modeled gravity was interpolated from observed gravity values.
 AA0785
 AA0785;                    North         East    Units  Estimated Accuracy
 AA0785;SPC FL E     -    32,680.      139,620.      MT  (+/- 180 meters Scaled)
 AA0785
 AA0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH396238(NAD 83)
 AA0785
 AA0785                          SUPERSEDED SURVEY CONTROL
 AA0785
 AA0785  NGVD 29 (09/01/92)    2.829  (m)            9.28   (f) ADJUSTED    1 2
 AA0785
 AA0785.Superseded values are not recommended for survey control.
 AA0785
 AA0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0785.See file dsdata.pdf to determine how the superseded data were derived.
 AA0785
 AA0785_MARKER: DJ = TIDAL STATION DISK
 AA0785_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0785_SP_SET: BRIDGE ABUTMENT FOUNDATION
 AA0785_STAMPING: 4401 E 1982
 AA0785_MARK LOGO: NOS
 AA0785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0785
 AA0785  HISTORY     - Date     Condition        Report By
 AA0785  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0785  HISTORY     - 19881108 GOOD             FLDNR
 AA0785  HISTORY     - 1989     GOOD             USPSQD
 AA0785  HISTORY     - 20170302 GOOD             USPSQD
 AA0785
 AA0785                          STATION DESCRIPTION
 AA0785
 AA0785'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0785'13.85 MI NE FROM KEY WEST.
 AA0785'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.85 MILES
 AA0785'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0785'SADDLEBUNCH NO 2 CHANNEL.  THE MARK BEARS 24.1 FEET SOUTHEAST
 AA0785'OF THE CENTERLINE OF U.S. 1, 0.6 FOOT NORTHWEST OF THE
 AA0785'NORTHWEST EDGE OF AN AQUEDUCT PIPE, AND 1.3 FEET SOUTHWEST OF THE
 AA0785'SOUTHWEST EDGE OF THE BRIDGE CHEEKWALL.
 AA0785'THE MARK IS 5 FT BELOW HIGHWAY.
 AA0785
 AA0785                          STATION RECOVERY (1988)
 AA0785
 AA0785'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0785'RECOVERED IN GOOD CONDITION.
 AA0785
 AA0785                          STATION RECOVERY (1989)
 AA0785
 AA0785'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0785'RECOVERED IN GOOD CONDITION.
 AA0785
 AA0785                          STATION RECOVERY (2017)
 AA0785
 AA0785'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0785'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0783 ***********************************************************************
 AA0783  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0783  DESIGNATION -  872 4401 TIDAL 1
 AA0783  PID         -  AA0783
 AA0783  STATE/COUNTY-  FL/MONROE
 AA0783  COUNTRY     -  US
 AA0783  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0783
 AA0783                         *CURRENT SURVEY CONTROL
 AA0783  ______________________________________________________________________
 AA0783* NAD 83(1986) POSITION- 24 37 38.     (N) 081 35 47.     (W)   SCALED
 AA0783* NAVD 88 ORTHO HEIGHT -     2.039 (meters)        6.69  (feet) ADJUSTED
 AA0783  ______________________________________________________________________
 AA0783  GEOID HEIGHT    -        -21.720 (meters)                     GEOID18
 AA0783  DYNAMIC HEIGHT  -          2.036 (meters)        6.68  (feet) COMP
 AA0783  MODELED GRAVITY -    978,964.9   (mgal)                       NAVD 88
 AA0783
 AA0783  VERT ORDER      -  FIRST     CLASS II
 AA0783
 AA0783.The horizontal coordinates were scaled from a map and have
 AA0783.an estimated accuracy of +/- 6 seconds.
 AA0783
 AA0783.The orthometric height was determined by differential leveling and
 AA0783.adjusted by the NATIONAL GEODETIC SURVEY
 AA0783.in May 1994.
 AA0783
 AA0783.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0783.GEOID18 height accuracy estimate available here.
 AA0783
 AA0783.This Tidal Bench Mark is designated as VM 7812
 AA0783.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0783
 AA0783.Click photographs - Photos may exist for this station.
 AA0783
 AA0783.The dynamic height is computed by dividing the NAVD 88
 AA0783.geopotential number by the normal gravity value computed on the
 AA0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0783.degrees latitude (g = 980.6199 gals.).
 AA0783
 AA0783.The modeled gravity was interpolated from observed gravity values.
 AA0783
 AA0783;                    North         East    Units  Estimated Accuracy
 AA0783;SPC FL E     -    32,680.      139,620.      MT  (+/- 180 meters Scaled)
 AA0783
 AA0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH396238(NAD 83)
 AA0783
 AA0783                          SUPERSEDED SURVEY CONTROL
 AA0783
 AA0783  NAVD 88 (06/15/91)    2.037  (m)            6.68   (f) SUPERSEDED  1 2
 AA0783  NGVD 29 (09/01/92)    2.451  (m)            8.04   (f) ADJUSTED    1 2
 AA0783
 AA0783.Superseded values are not recommended for survey control.
 AA0783
 AA0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0783.See file dsdata.pdf to determine how the superseded data were derived.
 AA0783
 AA0783_MARKER: DJ = TIDAL STATION DISK
 AA0783_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0783_SP_SET: WINGWALL
 AA0783_STAMPING: NO. 1 1975
 AA0783_MARK LOGO: NOS
 AA0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0783+STABILITY: SURFACE MOTION
 AA0783
 AA0783  HISTORY     - Date     Condition        Report By
 AA0783  HISTORY     - 1975     MONUMENTED       NOS
 AA0783  HISTORY     - 1982     GOOD             FLDNR
 AA0783  HISTORY     - 19881108 GOOD             FLDNR
 AA0783  HISTORY     - 20170302 GOOD             USPSQD
 AA0783
 AA0783                          STATION DESCRIPTION
 AA0783
 AA0783'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0783'13.85 MI NE FROM KEY WEST.
 AA0783'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.85 MILES
 AA0783'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0783'SADDLEBUNCH NO 2 CHANNEL.  THE MARK BEARS 17 FEET NORTHWEST OF
 AA0783'THE CENTERLINE OF THE OLD HIGHWAY BRIDGE, NOW USED AS A FISHING
 AA0783'PIER, 44 FEET SOUTH OF THE NORTH END OF THE WINGWALL, AND 4.5
 AA0783'FEET NORTHWEST OF A GUARDRAIL.
 AA0783'THE MARK IS 3 FT BELOW HIGHWAY.
 AA0783
 AA0783                          STATION RECOVERY (1988)
 AA0783
 AA0783'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0783'RECOVERED IN GOOD CONDITION.
 AA0783
 AA0783                          STATION RECOVERY (2017)
 AA0783
 AA0783'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0783'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0784 ***********************************************************************
 AA0784  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0784  DESIGNATION -  872 4401 TIDAL 2
 AA0784  PID         -  AA0784
 AA0784  STATE/COUNTY-  FL/MONROE
 AA0784  COUNTRY     -  US
 AA0784  USGS QUAD   -  SUGARLOAF KEY (2018)
 AA0784
 AA0784                         *CURRENT SURVEY CONTROL
 AA0784  ______________________________________________________________________
 AA0784* NAD 83(1986) POSITION- 24 37 38.     (N) 081 35 47.     (W)   SCALED
 AA0784* NAVD 88 ORTHO HEIGHT -     0.863 (meters)        2.83  (feet) ADJUSTED
 AA0784  ______________________________________________________________________
 AA0784  GEOID HEIGHT    -        -21.720 (meters)                     GEOID18
 AA0784  DYNAMIC HEIGHT  -          0.862 (meters)        2.83  (feet) COMP
 AA0784  MODELED GRAVITY -    978,964.9   (mgal)                       NAVD 88
 AA0784
 AA0784  VERT ORDER      -  FIRST     CLASS II
 AA0784
 AA0784.The horizontal coordinates were scaled from a map and have
 AA0784.an estimated accuracy of +/- 6 seconds.
 AA0784
 AA0784.The orthometric height was determined by differential leveling and
 AA0784.adjusted by the NATIONAL GEODETIC SURVEY
 AA0784.in May 1994.
 AA0784
 AA0784.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0784.GEOID18 height accuracy estimate available here.
 AA0784
 AA0784.This Tidal Bench Mark is designated as VM 7813
 AA0784.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0784
 AA0784.Click photographs - Photos may exist for this station.
 AA0784
 AA0784.The dynamic height is computed by dividing the NAVD 88
 AA0784.geopotential number by the normal gravity value computed on the
 AA0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0784.degrees latitude (g = 980.6199 gals.).
 AA0784
 AA0784.The modeled gravity was interpolated from observed gravity values.
 AA0784
 AA0784;                    North         East    Units  Estimated Accuracy
 AA0784;SPC FL E     -    32,680.      139,620.      MT  (+/- 180 meters Scaled)
 AA0784
 AA0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH396238(NAD 83)
 AA0784
 AA0784                          SUPERSEDED SURVEY CONTROL
 AA0784
 AA0784  NAVD 88 (06/15/91)    0.860  (m)            2.82   (f) SUPERSEDED  1 2
 AA0784  NGVD 29 (09/01/92)    1.275  (m)            4.18   (f) ADJUSTED    1 2
 AA0784
 AA0784.Superseded values are not recommended for survey control.
 AA0784
 AA0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0784.See file dsdata.pdf to determine how the superseded data were derived.
 AA0784
 AA0784_MARKER: DJ = TIDAL STATION DISK
 AA0784_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0784_SP_SET: WINGWALL
 AA0784_STAMPING: NO. 2 1975
 AA0784_MARK LOGO: NOS
 AA0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0784+STABILITY: SURFACE MOTION
 AA0784
 AA0784  HISTORY     - Date     Condition        Report By
 AA0784  HISTORY     - 1975     MONUMENTED       NOS
 AA0784  HISTORY     - 1982     GOOD             FLDNR
 AA0784  HISTORY     - 19881108 GOOD             FLDNR
 AA0784
 AA0784                          STATION DESCRIPTION
 AA0784
 AA0784'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0784'13.85 MI NE FROM KEY WEST.
 AA0784'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.85 MILES
 AA0784'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0784'SADDLEBUNCH NO 2 CHANNEL.  THE MARK BEARS 39 FEET SOUTHEAST OF
 AA0784'THE CENTERLINE OF THE OLD HIGHWAY BRIDGE, NOW USED AS A FISHING
 AA0784'PIER, AND 20 FEET NORTH OF THE SOUTH END OF THE WINGWALL.
 AA0784'THE MARK IS 4 FT BELOW OLD BRIDGE.
 AA0784
 AA0784                          STATION RECOVERY (1988)
 AA0784
 AA0784'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0784'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0775 ***********************************************************************
 AA0775  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0775  DESIGNATION -  872 4405 F TIDAL
 AA0775  PID         -  AA0775
 AA0775  STATE/COUNTY-  FL/MONROE
 AA0775  COUNTRY     -  US
 AA0775  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0775
 AA0775                         *CURRENT SURVEY CONTROL
 AA0775  ______________________________________________________________________
 AA0775* NAD 83(2011) POSITION- 24 37 25.26112(N) 081 36 06.39342(W)   ADJUSTED
 AA0775* NAD 83(2011) ELLIP HT-   -17.146 (meters)        (06/27/12)   ADJUSTED
 AA0775* NAD 83(2011) EPOCH   -  2010.00
 AA0775* NAVD 88 ORTHO HEIGHT -     4.548 (meters)       14.92  (feet) ADJUSTED
 AA0775  ______________________________________________________________________
 AA0775  GEOID HEIGHT    -        -21.723 (meters)                     GEOID18
 AA0775  NAD 83(2011) X  -    847,321.482 (meters)                     COMP
 AA0775  NAD 83(2011) Y  - -5,739,280.812 (meters)                     COMP
 AA0775  NAD 83(2011) Z  -  2,641,230.662 (meters)                     COMP
 AA0775  LAPLACE CORR    -         -0.77  (seconds)                    DEFLEC18
 AA0775  DYNAMIC HEIGHT  -          4.540 (meters)       14.90  (feet) COMP
 AA0775  MODELED GRAVITY -    978,964.5   (mgal)                       NAVD 88
 AA0775
 AA0775  VERT ORDER      -  FIRST     CLASS II
 AA0775
 AA0775  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA0775  Standards:
 AA0775         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA0775            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA0775  -------------------------------------------------------------------
 AA0775  NETWORK    1.77   3.41           0.70   0.75   1.74     -0.01481185
 AA0775  -------------------------------------------------------------------
 AA0775  Click here for local accuracies and other accuracy information.
 AA0775
 AA0775.The horizontal coordinates were established by GPS observations
 AA0775.and adjusted by the National Geodetic Survey in June 2012.
 AA0775
 AA0775.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA0775.been affixed to the stable North American tectonic plate. See 
 AA0775.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA0775
 AA0775.The horizontal coordinates are valid at the epoch date displayed above
 AA0775.which is a decimal equivalence of Year/Month/Day.
 AA0775
 AA0775.The orthometric height was determined by differential leveling and
 AA0775.adjusted by the NATIONAL GEODETIC SURVEY
 AA0775.in May 1994.
 AA0775
 AA0775.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0775.GEOID18 height accuracy estimate available here.
 AA0775
 AA0775.This Tidal Bench Mark is designated as VM 7821
 AA0775.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0775
 AA0775.Click photographs - Photos may exist for this station.
 AA0775
 AA0775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0775
 AA0775.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA0775
 AA0775.The ellipsoidal height was determined by GPS observations
 AA0775.and is referenced to NAD 83.
 AA0775
 AA0775.The dynamic height is computed by dividing the NAVD 88
 AA0775.geopotential number by the normal gravity value computed on the
 AA0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0775.degrees latitude (g = 980.6199 gals.).
 AA0775
 AA0775.The modeled gravity was interpolated from observed gravity values.
 AA0775
 AA0775. The following values were computed from the NAD 83(2011) position.
 AA0775
 AA0775;                    North         East     Units Scale Factor Converg.
 AA0775;SPC FL E     -    32,292.136   139,069.788   MT  0.99998701   -0 15 02.7
 AA0775;SPC FL E     -   105,945.12    456,264.80   sFT  0.99998701   -0 15 02.7
 AA0775;UTM  17      - 2,723,413.100   439,090.578   MT  0.99964582   -0 15 02.7
 AA0775
 AA0775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0775!SPC FL E     -   1.00000269  x   0.99998701  =   0.99998970
 AA0775!UTM  17      -   1.00000269  x   0.99964582  =   0.99964851
 AA0775
 AA0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH3909023413(NAD 83)
 AA0775
 AA0775                          SUPERSEDED SURVEY CONTROL
 AA0775
 AA0775  NAD 83(2007)-  24 37 25.26134(N)    081 36 06.39499(W) AD(2002.00) 0
 AA0775  ELLIP H (02/10/07)  -17.132  (m)                       GP(2002.00)    
 AA0775  NAD 83(1999)-  24 37 25.26154(N)    081 36 06.39476(W) AD(       ) 1
 AA0775  ELLIP H (06/19/01)  -17.133  (m)                       GP(       ) 4 1
 AA0775  NAD 83(1990)-  24 37 25.26000(N)    081 36 06.39473(W) AD(       ) 1
 AA0775  ELLIP H (07/31/95)  -17.015  (m)                       GP(       ) 4 1
 AA0775  NAVD 88               4.55   (m)           14.9    (f) LEVELING    3  
 AA0775  NAVD 88 (06/15/91)    4.549  (m)           14.92   (f) SUPERSEDED  1 2
 AA0775  NGVD 29 (09/01/92)    4.963  (m)           16.28   (f) ADJUSTED    1 2
 AA0775
 AA0775.Superseded values are not recommended for survey control.
 AA0775
 AA0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0775.See file dsdata.pdf to determine how the superseded data were derived.
 AA0775
 AA0775_MARKER: DJ = TIDAL STATION DISK
 AA0775_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0775_SP_SET: BRIDGE GUARDRAIL
 AA0775_STAMPING: 4405 F
 AA0775_MARK LOGO: FLDT
 AA0775_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0775+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2023
 AA0775
 AA0775  HISTORY     - Date     Condition        Report By
 AA0775  HISTORY     - UNK      MONUMENTED       FLDT
 AA0775  HISTORY     - 1982     GOOD             FLDNR
 AA0775  HISTORY     - 19881108 GOOD             FLDNR
 AA0775  HISTORY     - 19940216 GOOD             KEISCH
 AA0775  HISTORY     - 20170302 GOOD             USPSQD
 AA0775  HISTORY     - 20180618 GOOD             NGS
 AA0775  HISTORY     - 20230519 GOOD             INDIV
 AA0775
 AA0775                          STATION DESCRIPTION
 AA0775
 AA0775'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0775'13.45 MI NE FROM KEY WEST.
 AA0775'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.45 MILES
 AA0775'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0775'SADDLEBUNCH NO 3 CHANNEL AND THE MARK VICINITY.  THE MARK BEARS
 AA0775'23.3 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1, 0.5 FOOT
 AA0775'NORTHEAST OF THE NORTHEAST ABUTMENT, 10.5 FEET SOUTHWEST OF THE
 AA0775'NORTHEAST END OF THE GUARDRAIL, AND 4.9 FEET NORTHWEST OF THE
 AA0775'SOUTHEAST EDGE OF THE BRIDGE CHEEKWALL.
 AA0775'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0775
 AA0775                          STATION RECOVERY (1988)
 AA0775
 AA0775'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0775'RECOVERED IN GOOD CONDITION.
 AA0775
 AA0775                          STATION RECOVERY (1994)
 AA0775
 AA0775'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1994 (RTS)
 AA0775'THE STATION IS LOCATED WEST OF SUGARLOAF KEY ON SADDLE BUNCH KEY AT
 AA0775'THE EAST SIDE OF THE U.S. 1 BRIDGE OVER SADDLEBUNCH NO. 3 CHANNEL IN
 AA0775'MONROE COUNTY, FLORIDA. TO REACH THE STATION FROM THE POST OFFICE ON
 AA0775'SUGARLOAF KEY, GO WEST ON U.S. 1 FOR 2.8 MI (4.5 KM) TO EAST END OF
 AA0775'THE BRIDGE OVER SADDLEBUNCH NO. 3 CHANNEL AND THE STATION ON THE LEFT.
 AA0775'THE STATION LIES IN THE SOUTHEAST CORNER OF THE BRIDGE, 0.2 MI (0.3
 AA0775'KM) EAST OF MILE MARKER 14, 20 FT (6.1 M) EAST OF THE GUARDRAIL
 AA0775'BLOCKING THE OLD BRIDGE, 26 FT (7.9 M) NORTH OF THE CENTERLINE OF THE
 AA0775'OLD ROAD, AND 22 FT (6.7 M) SOUTH OF THE CENTERLINE OF U.S. 1. THE
 AA0775'STATION IS A FLORIDA DEPARTMENT OF TRANSPORTATION SURVEY DISC SET IN A
 AA0775'CONCRETE BRIDGE RAIL, STAMPED "4405 F." REFERENCES-- FOUND NOS SURVEY
 AA0775'DISC SET IN A CONCRETE RETAINING WALL OF A BRIDGE, STAMPED "NO 1
 AA0775'1975," MAGNETIC AZIMUTH OF 227 DEGREES AT 38.91 FT (11.86 M) . KEITH
 AA0775'AND SCHNARS NAIL AND DISC, SET IN THE TOP OF A WOOD GUARDRAIL POST,
 AA0775'MAGNETIC AZIMUTH OF 70 DEGREES AT 34.79 FT (10.60 M) . KEITH AND
 AA0775'SCHNARS NAIL AND DISC, SET IN ASPHALT PAVEMENT, MAGNETIC AZIMUTH OF
 AA0775'348 DEGREES AT 8.84 FT (2.69 M) . SET CARSONITE WITNESS POST, MAGNETIC
 AA0775'AZIMUTH OF 76 DEGREES AT 16.4 FT (5.0 M) .
 AA0775
 AA0775                          STATION RECOVERY (2017)
 AA0775
 AA0775'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0775'RECOVERED IN GOOD CONDITION.
 AA0775
 AA0775                          STATION RECOVERY (2018)
 AA0775
 AA0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (AMC)
 AA0775'THE MARK IS INACCESSIBLE DUE TO INSTALLATION OF NEW METAL GUARDRAIL
 AA0775'OVER THE TOP OF THE MARK.
 AA0775
 AA0775                          STATION RECOVERY (2023)
 AA0775
 AA0775'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (CBG)
 AA0775'METAL RAILING LOCATED ABOVE MARK OBSTRUCTS SETUP OF STANDARD SURVEY
 AA0775'FIXED HEIGHT TRIPOD OR ROD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1663 ***********************************************************************
 AA1663  DESIGNATION -  872 4405 G TIDAL
 AA1663  PID         -  AA1663
 AA1663  STATE/COUNTY-  FL/MONROE
 AA1663  COUNTRY     -  US
 AA1663  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA1663
 AA1663                         *CURRENT SURVEY CONTROL
 AA1663  ______________________________________________________________________
 AA1663* NAD 83(1986) POSITION- 24 37 22.     (N) 081 36 12.     (W)   SCALED
 AA1663* NAVD 88 ORTHO HEIGHT -     3.702 (meters)       12.15  (feet) ADJUSTED
 AA1663  ______________________________________________________________________
 AA1663  GEOID HEIGHT    -        -21.724 (meters)                     GEOID18
 AA1663  DYNAMIC HEIGHT  -          3.696 (meters)       12.13  (feet) COMP
 AA1663  MODELED GRAVITY -    978,964.3   (mgal)                       NAVD 88
 AA1663
 AA1663  VERT ORDER      -  FIRST     CLASS II
 AA1663
 AA1663.The horizontal coordinates were scaled from a map and have
 AA1663.an estimated accuracy of +/- 6 seconds.
 AA1663
 AA1663.The orthometric height was determined by differential leveling and
 AA1663.adjusted by the NATIONAL GEODETIC SURVEY
 AA1663.in May 1994.
 AA1663
 AA1663.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1663.GEOID18 height accuracy estimate available here.
 AA1663
 AA1663.Click photographs - Photos may exist for this station.
 AA1663
 AA1663.The dynamic height is computed by dividing the NAVD 88
 AA1663.geopotential number by the normal gravity value computed on the
 AA1663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1663.degrees latitude (g = 980.6199 gals.).
 AA1663
 AA1663.The modeled gravity was interpolated from observed gravity values.
 AA1663
 AA1663;                    North         East    Units  Estimated Accuracy
 AA1663;SPC FL E     -    32,190.      138,910.      MT  (+/- 180 meters Scaled)
 AA1663
 AA1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH389233(NAD 83)
 AA1663
 AA1663                          SUPERSEDED SURVEY CONTROL
 AA1663
 AA1663  NGVD 29 (09/01/92)    4.117  (m)           13.51   (f) ADJUSTED    1 2
 AA1663
 AA1663.Superseded values are not recommended for survey control.
 AA1663
 AA1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1663.See file dsdata.pdf to determine how the superseded data were derived.
 AA1663
 AA1663_MARKER: DJ = TIDAL STATION DISK
 AA1663_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1663_SP_SET: WINGWALL
 AA1663_STAMPING: 4405 G 1988
 AA1663_MARK LOGO: NOS
 AA1663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1663+STABILITY: SURFACE MOTION
 AA1663
 AA1663  HISTORY     - Date     Condition        Report By
 AA1663  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1663  HISTORY     - 20170302 GOOD             USPSQD
 AA1663
 AA1663                          STATION DESCRIPTION
 AA1663
 AA1663'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1663'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA1663'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA1663'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA1663'BOULEVARD, TURNAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 17.05 KM
 AA1663'(10.60 MI) ON THE SOUTHWEST END OF THE BRIDGE OVER SADDLEBUNCH NUMBER
 AA1663'3 CHANNEL AND THE MARK, SET FLUSH IN THE TOP OF THE CHEEKWALL
 AA1663'(WINGWALL) THAT SUPPORTS THE WATER LINE.  LOCATED 7.44 M (24.41 FT)
 AA1663'SOUTH-SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 1, 3.26 M (10.70
 AA1663'FT) EAST-NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE BRIDGE
 AA1663'GUARDRAIL AND 0.15 M (0.49 FT) SOUTH-SOUTHEAST OF THE SOUTH SIDE OF
 AA1663'THE GUARDRAIL.
 AA1663
 AA1663                          STATION RECOVERY (2017)
 AA1663
 AA1663'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA1663'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0774 ***********************************************************************
 AA0774  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0774  DESIGNATION -  872 4405 TIDAL 1
 AA0774  PID         -  AA0774
 AA0774  STATE/COUNTY-  FL/MONROE
 AA0774  COUNTRY     -  US
 AA0774  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0774
 AA0774                         *CURRENT SURVEY CONTROL
 AA0774  ______________________________________________________________________
 AA0774* NAD 83(1986) POSITION- 24 37 24.95   (N) 081 36 06.65   (W)   HD_HELD1
 AA0774* NAVD 88 ORTHO HEIGHT -     2.110 (meters)        6.92  (feet) ADJUSTED
 AA0774  ______________________________________________________________________
 AA0774  GEOID HEIGHT    -        -21.724 (meters)                     GEOID18
 AA0774  DYNAMIC HEIGHT  -          2.107 (meters)        6.91  (feet) COMP
 AA0774  MODELED GRAVITY -    978,964.5   (mgal)                       NAVD 88
 AA0774
 AA0774  VERT ORDER      -  FIRST     CLASS II
 AA0774
 AA0774.The horizontal coordinates were determined by differentially corrected
 AA0774.hand held GPS observations or other comparable positioning techniques
 AA0774.and have an estimated accuracy of +/- 3 meters.
 AA0774
 AA0774.The orthometric height was determined by differential leveling and
 AA0774.adjusted by the NATIONAL GEODETIC SURVEY
 AA0774.in June 1991.
 AA0774
 AA0774.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0774.GEOID18 height accuracy estimate available here.
 AA0774
 AA0774.This Tidal Bench Mark is designated as VM 7816
 AA0774.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0774
 AA0774.Click photographs - Photos may exist for this station.
 AA0774
 AA0774.The dynamic height is computed by dividing the NAVD 88
 AA0774.geopotential number by the normal gravity value computed on the
 AA0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0774.degrees latitude (g = 980.6199 gals.).
 AA0774
 AA0774.The modeled gravity was interpolated from observed gravity values.
 AA0774
 AA0774;                    North         East    Units  Estimated Accuracy
 AA0774;SPC FL E     -    32,282.6     139,062.5     MT  (+/- 3 meters HH1 GPS) 
 AA0774
 AA0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH3908323403(NAD 83)
 AA0774
 AA0774                          SUPERSEDED SURVEY CONTROL
 AA0774
 AA0774  NGVD 29 (09/01/92)    2.525  (m)            8.28   (f) ADJUSTED    1 2
 AA0774
 AA0774.Superseded values are not recommended for survey control.
 AA0774
 AA0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0774.See file dsdata.pdf to determine how the superseded data were derived.
 AA0774
 AA0774_MARKER: DJ = TIDAL STATION DISK
 AA0774_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0774_SP_SET: WINGWALL
 AA0774_STAMPING: NO 1 1975
 AA0774_MARK LOGO: NOS
 AA0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0774+STABILITY: SURFACE MOTION
 AA0774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0774+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2023
 AA0774
 AA0774  HISTORY     - Date     Condition        Report By
 AA0774  HISTORY     - 1975     MONUMENTED       NOS
 AA0774  HISTORY     - 1982     GOOD             FLDNR
 AA0774  HISTORY     - 19881108 GOOD             FLDNR
 AA0774  HISTORY     - 1989     GOOD             USPSQD
 AA0774  HISTORY     - 20170302 GOOD             USPSQD
 AA0774  HISTORY     - 20230519 GOOD             INDIV
 AA0774
 AA0774                          STATION DESCRIPTION
 AA0774
 AA0774'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0774'13.45 MI NE FROM KEY WEST.
 AA0774'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.45 MILES
 AA0774'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE
 AA0774'BRIDGE OVER SADDLEBUNCH NO 3 CHANNEL AND THE MARK VICINITY.
 AA0774'THE MARK IS SET IN THE NORTH WINGWALL OF THE OLD HIGHWAY
 AA0774'BRIDGE, NOW USED AS A FISHING PIER, 15 FEET NORTHWEST OF THE
 AA0774'CENTERLINE OF THE OLD BRIDGE.
 AA0774'THE MARK IS 3 FT BELOW HIGHWAY.
 AA0774
 AA0774                          STATION RECOVERY (1988)
 AA0774
 AA0774'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0774'RECOVERED IN GOOD CONDITION.
 AA0774
 AA0774                          STATION RECOVERY (1989)
 AA0774
 AA0774'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0774'RECOVERED IN GOOD CONDITION.
 AA0774
 AA0774                          STATION RECOVERY (2017)
 AA0774
 AA0774'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0774'RECOVERED IN GOOD CONDITION
 AA0774
 AA0774                          STATION RECOVERY (2023)
 AA0774
 AA0774'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (CBG)
 AA0774'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0773 ***********************************************************************
 AA0773  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0773  DESIGNATION -  872 4405 TIDAL 2
 AA0773  PID         -  AA0773
 AA0773  STATE/COUNTY-  FL/MONROE
 AA0773  COUNTRY     -  US
 AA0773  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0773
 AA0773                         *CURRENT SURVEY CONTROL
 AA0773  ______________________________________________________________________
 AA0773* NAD 83(1986) POSITION- 24 37 24.71   (N) 081 36 06.48   (W)   HD_HELD1
 AA0773* NAVD 88 ORTHO HEIGHT -     2.103 (meters)        6.90  (feet) ADJUSTED
 AA0773  ______________________________________________________________________
 AA0773  GEOID HEIGHT    -        -21.724 (meters)                     GEOID18
 AA0773  DYNAMIC HEIGHT  -          2.099 (meters)        6.89  (feet) COMP
 AA0773  MODELED GRAVITY -    978,964.5   (mgal)                       NAVD 88
 AA0773
 AA0773  VERT ORDER      -  FIRST     CLASS II
 AA0773
 AA0773.The horizontal coordinates were determined by differentially corrected
 AA0773.hand held GPS observations or other comparable positioning techniques
 AA0773.and have an estimated accuracy of +/- 3 meters.
 AA0773
 AA0773.The orthometric height was determined by differential leveling and
 AA0773.adjusted by the NATIONAL GEODETIC SURVEY
 AA0773.in June 1991.
 AA0773
 AA0773.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0773.GEOID18 height accuracy estimate available here.
 AA0773
 AA0773.This Tidal Bench Mark is designated as VM 7817
 AA0773.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0773
 AA0773.Click photographs - Photos may exist for this station.
 AA0773
 AA0773.The dynamic height is computed by dividing the NAVD 88
 AA0773.geopotential number by the normal gravity value computed on the
 AA0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0773.degrees latitude (g = 980.6199 gals.).
 AA0773
 AA0773.The modeled gravity was interpolated from observed gravity values.
 AA0773
 AA0773;                    North         East    Units  Estimated Accuracy
 AA0773;SPC FL E     -    32,275.2     139,067.3     MT  (+/- 3 meters HH1 GPS) 
 AA0773
 AA0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH3908823396(NAD 83)
 AA0773
 AA0773                          SUPERSEDED SURVEY CONTROL
 AA0773
 AA0773  NGVD 29 (09/01/92)    2.518  (m)            8.26   (f) ADJUSTED    1 2
 AA0773
 AA0773.Superseded values are not recommended for survey control.
 AA0773
 AA0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0773.See file dsdata.pdf to determine how the superseded data were derived.
 AA0773
 AA0773_MARKER: DJ = TIDAL STATION DISK
 AA0773_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0773_SP_SET: WINGWALL
 AA0773_STAMPING: NO 2 1975
 AA0773_MARK LOGO: NOS
 AA0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0773+STABILITY: SURFACE MOTION
 AA0773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0773+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2023
 AA0773
 AA0773  HISTORY     - Date     Condition        Report By
 AA0773  HISTORY     - 1975     MONUMENTED       NOS
 AA0773  HISTORY     - 1982     GOOD             FLDNR
 AA0773  HISTORY     - 19881108 GOOD             FLDNR
 AA0773  HISTORY     - 1989     GOOD             USPSQD
 AA0773  HISTORY     - 20170302 GOOD             USPSQD
 AA0773  HISTORY     - 20230519 GOOD             INDIV
 AA0773
 AA0773                          STATION DESCRIPTION
 AA0773
 AA0773'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0773'13.45 MI NE FROM KEY WEST.
 AA0773'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.45 MILES
 AA0773'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0773'SADDLEBUNCH NO 3 CHANNEL AND THE MARK VICINITY.  THE MARK BEARS
 AA0773'15.5 FEET SOUTHEAST OF THE CENTERLINE OF THE OLD HIGHWAY BRIDGE,
 AA0773'NOW USED AS A FISHING PIER, AND 3.5 FEET SOUTHEAST OF THE
 AA0773'SOUTHEAST EDGE OF THE OLD BRIDGE.
 AA0773'THE MARK IS 1 FT BELOW OLD BRIDGE.
 AA0773
 AA0773                          STATION RECOVERY (1988)
 AA0773
 AA0773'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0773'RECOVERED IN GOOD CONDITION.
 AA0773
 AA0773                          STATION RECOVERY (1989)
 AA0773
 AA0773'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0773'RECOVERED IN GOOD CONDITION.
 AA0773
 AA0773                          STATION RECOVERY (2017)
 AA0773
 AA0773'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0773'RECOVERED IN GOOD CONDITION.
 AA0773
 AA0773                          STATION RECOVERY (2023)
 AA0773
 AA0773'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (CBG)
 AA0773'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0776 ***********************************************************************
 AA0776  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0776  DESIGNATION -  872 4405 TIDAL 3
 AA0776  PID         -  AA0776
 AA0776  STATE/COUNTY-  FL/MONROE
 AA0776  COUNTRY     -  US
 AA0776  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0776
 AA0776                         *CURRENT SURVEY CONTROL
 AA0776  ______________________________________________________________________
 AA0776* NAD 83(1986) POSITION- 24 37 26.     (N) 081 36 11.     (W)   SCALED
 AA0776* NAVD 88 ORTHO HEIGHT -     0.708 (meters)        2.32  (feet) ADJUSTED
 AA0776  ______________________________________________________________________
 AA0776  GEOID HEIGHT    -        -21.722 (meters)                     GEOID18
 AA0776  DYNAMIC HEIGHT  -          0.707 (meters)        2.32  (feet) COMP
 AA0776  MODELED GRAVITY -    978,964.5   (mgal)                       NAVD 88
 AA0776
 AA0776  VERT ORDER      -  SECOND    CLASS I
 AA0776
 AA0776.The horizontal coordinates were scaled from a map and have
 AA0776.an estimated accuracy of +/- 6 seconds.
 AA0776
 AA0776.The orthometric height was determined by differential leveling and
 AA0776.adjusted by the NATIONAL GEODETIC SURVEY
 AA0776.in June 1991.
 AA0776
 AA0776.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0776.GEOID18 height accuracy estimate available here.
 AA0776
 AA0776.This Tidal Bench Mark is designated as VM 7818
 AA0776.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0776
 AA0776.Click photographs - Photos may exist for this station.
 AA0776
 AA0776.The dynamic height is computed by dividing the NAVD 88
 AA0776.geopotential number by the normal gravity value computed on the
 AA0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0776.degrees latitude (g = 980.6199 gals.).
 AA0776
 AA0776.The modeled gravity was interpolated from observed gravity values.
 AA0776
 AA0776;                    North         East    Units  Estimated Accuracy
 AA0776;SPC FL E     -    32,320.      138,940.      MT  (+/- 180 meters Scaled)
 AA0776
 AA0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH389234(NAD 83)
 AA0776
 AA0776                          SUPERSEDED SURVEY CONTROL
 AA0776
 AA0776.No superseded survey control is available for this station.
 AA0776
 AA0776_MARKER: DJ = TIDAL STATION DISK
 AA0776_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0776_SP_SET: POWER POLE FOOTING
 AA0776_STAMPING: NO 3 1975
 AA0776_MARK LOGO: NOS
 AA0776_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0776
 AA0776  HISTORY     - Date     Condition        Report By
 AA0776  HISTORY     - 1975     MONUMENTED       NOS
 AA0776  HISTORY     - 1982     GOOD             FLDNR
 AA0776
 AA0776                          STATION DESCRIPTION
 AA0776
 AA0776'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0776'13.45 MI NE FROM KEY WEST.
 AA0776'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.45 MILES
 AA0776'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0776'SADDLEBUNCH NO 3 CHANNEL AND THE MARK VICINITY.  THE MARK IS
 AA0776'SET IN THE CONCRETE FOOTING OF CONCRETE POWER POLE T741 (FIRST
 AA0776'POWER POLE EAST OF THE BRIDGE) AT THE NORTHWEST CORNER OF THE
 AA0776'POLE, AND 42.5 FEET SOUTHEAST OF THE EXTENDED CENTERLINE OF THE
 AA0776'OLD HIGHWAY BRIDGE, NOW USED AS A FISHING PIER.
 AA0776'THE MARK IS 6 FT BELOW HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0777 ***********************************************************************
 AA0777  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0777  DESIGNATION -  872 4405 TIDAL 4
 AA0777  PID         -  AA0777
 AA0777  STATE/COUNTY-  FL/MONROE
 AA0777  COUNTRY     -  US
 AA0777  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0777
 AA0777                         *CURRENT SURVEY CONTROL
 AA0777  ______________________________________________________________________
 AA0777* NAD 83(1986) POSITION- 24 37 26.     (N) 081 36 11.     (W)   SCALED
 AA0777* NAVD 88 ORTHO HEIGHT -     0.749 (meters)        2.46  (feet) ADJUSTED
 AA0777  ______________________________________________________________________
 AA0777  GEOID HEIGHT    -        -21.722 (meters)                     GEOID18
 AA0777  DYNAMIC HEIGHT  -          0.747 (meters)        2.45  (feet) COMP
 AA0777  MODELED GRAVITY -    978,964.5   (mgal)                       NAVD 88
 AA0777
 AA0777  VERT ORDER      -  FIRST     CLASS II
 AA0777
 AA0777.The horizontal coordinates were scaled from a map and have
 AA0777.an estimated accuracy of +/- 6 seconds.
 AA0777
 AA0777.The orthometric height was determined by differential leveling and
 AA0777.adjusted by the NATIONAL GEODETIC SURVEY
 AA0777.in June 1991.
 AA0777
 AA0777.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0777.GEOID18 height accuracy estimate available here.
 AA0777
 AA0777.This Tidal Bench Mark is designated as VM 7819
 AA0777.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0777
 AA0777.Click photographs - Photos may exist for this station.
 AA0777
 AA0777.The dynamic height is computed by dividing the NAVD 88
 AA0777.geopotential number by the normal gravity value computed on the
 AA0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0777.degrees latitude (g = 980.6199 gals.).
 AA0777
 AA0777.The modeled gravity was interpolated from observed gravity values.
 AA0777
 AA0777;                    North         East    Units  Estimated Accuracy
 AA0777;SPC FL E     -    32,320.      138,940.      MT  (+/- 180 meters Scaled)
 AA0777
 AA0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH389234(NAD 83)
 AA0777
 AA0777                          SUPERSEDED SURVEY CONTROL
 AA0777
 AA0777  NGVD 29 (09/01/92)    1.163  (m)            3.82   (f) ADJUSTED    1 2
 AA0777
 AA0777.Superseded values are not recommended for survey control.
 AA0777
 AA0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0777.See file dsdata.pdf to determine how the superseded data were derived.
 AA0777
 AA0777_MARKER: DJ = TIDAL STATION DISK
 AA0777_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0777_STAMPING: NO. 4 1975
 AA0777_MARK LOGO: NOS
 AA0777_PROJECTION: PROJECTING 15 CENTIMETERS
 AA0777_MAGNETIC: I = MARKER IS A STEEL ROD
 AA0777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0777
 AA0777  HISTORY     - Date     Condition        Report By
 AA0777  HISTORY     - 1975     MONUMENTED       NOS
 AA0777  HISTORY     - 1982     GOOD             FLDNR
 AA0777  HISTORY     - 19881108 GOOD             FLDNR
 AA0777
 AA0777                          STATION DESCRIPTION
 AA0777
 AA0777'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0777'13.55 MI NE FROM KEY WEST.
 AA0777'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.55 MILES
 AA0777'NORTHEAST ON U.S. HIGHWAY 1 TO BLUE WATER DRIVE, GO 0.05 MILE
 AA0777'SOUTHERLY ON BLUE WATER DRIVE TO THE MARK.  THE MARK BEARS 22 FEET
 AA0777'SOUTHEAST OF THE CENTERLINE OF BLUE WATER DRIVE AND 1 FOOT
 AA0777'NORTHWEST OF A WOODEN TELEPHONE POLE.
 AA0777
 AA0777                          STATION RECOVERY (1988)
 AA0777
 AA0777'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0777'RECOVERED IN GOOD CONDITION WITH FOLLOWING NOTE TO DESCRIPTION.  THE
 AA0777'MARK IS 24.53 M (80.48 FT) SOUTHEAST OF A LARGE METAL POWER POLE AND
 AA0777'SET ATOP A COPPER-CLAD STEEL ROD WITH A 0.30 M (0.98 FT) SQUARE
 AA0777'CONCRETE POST POURED AROUND THE DISK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0779 ***********************************************************************
 AA0779  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0779  DESIGNATION -  872 4406 F TIDAL
 AA0779  PID         -  AA0779
 AA0779  STATE/COUNTY-  FL/MONROE
 AA0779  COUNTRY     -  US
 AA0779  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0779
 AA0779                         *CURRENT SURVEY CONTROL
 AA0779  ______________________________________________________________________
 AA0779* NAD 83(1986) POSITION- 24 37 08.     (N) 081 36 05.     (W)   SCALED
 AA0779* NAVD 88 ORTHO HEIGHT -     1.576 (meters)        5.17  (feet) ADJUSTED
 AA0779  ______________________________________________________________________
 AA0779  GEOID HEIGHT    -        -21.734 (meters)                     GEOID18
 AA0779  DYNAMIC HEIGHT  -          1.574 (meters)        5.16  (feet) COMP
 AA0779  MODELED GRAVITY -    978,963.9   (mgal)                       NAVD 88
 AA0779
 AA0779  VERT ORDER      -  FIRST     CLASS II
 AA0779
 AA0779.The horizontal coordinates were scaled from a map and have
 AA0779.an estimated accuracy of +/- 6 seconds.
 AA0779
 AA0779.The orthometric height was determined by differential leveling and
 AA0779.adjusted by the NATIONAL GEODETIC SURVEY
 AA0779.in June 1991.
 AA0779
 AA0779.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0779.GEOID18 height accuracy estimate available here.
 AA0779
 AA0779.This Tidal Bench Mark is designated as VM 9578
 AA0779.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0779
 AA0779.Click photographs - Photos may exist for this station.
 AA0779
 AA0779.The dynamic height is computed by dividing the NAVD 88
 AA0779.geopotential number by the normal gravity value computed on the
 AA0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0779.degrees latitude (g = 980.6199 gals.).
 AA0779
 AA0779.The modeled gravity was interpolated from observed gravity values.
 AA0779
 AA0779;                    North         East    Units  Estimated Accuracy
 AA0779;SPC FL E     -    31,760.      139,110.      MT  (+/- 180 meters Scaled)
 AA0779
 AA0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH391228(NAD 83)
 AA0779
 AA0779                          SUPERSEDED SURVEY CONTROL
 AA0779
 AA0779  NGVD 29 (09/01/92)    1.990  (m)            6.53   (f) ADJUSTED    1 2
 AA0779
 AA0779.Superseded values are not recommended for survey control.
 AA0779
 AA0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0779.See file dsdata.pdf to determine how the superseded data were derived.
 AA0779
 AA0779_MARKER: DJ = TIDAL STATION DISK
 AA0779_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0779_SP_SET: PORCH
 AA0779_STAMPING: 4406 F 1982
 AA0779_MARK LOGO: NOS
 AA0779_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0779
 AA0779  HISTORY     - Date     Condition        Report By
 AA0779  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0779  HISTORY     - 19881108 GOOD             FLDNR
 AA0779
 AA0779                          STATION DESCRIPTION
 AA0779
 AA0779'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0779'13.95 MI NE FROM KEY WEST.
 AA0779'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.55 MILES
 AA0779'NORTHEAST ON U.S. HIGHWAY 1 TO BLUE WATER DRIVE (2.8 MILES SOUTHWEST
 AA0779'OF SUGARLOAF SHORES POST OFFICE), GO 0.4 MILE SOUTH ON BLUE
 AA0779'WATER DRIVE TO ITS END.  THE MARK BEARS 4.8 FEET NORTHWEST OF THE
 AA0779'NORTHWEST CORNER OF THE EASTERNMOST DUPLEX APARTMENT BUILDING, 34.9
 AA0779'FEET WEST OF THE NORTHEAST CORNER OF THE DUPLEX APARTMENTS,
 AA0779'AND 22.7 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 AA0779'UTILITY ROOM.
 AA0779'THE MARK IS 1 FT ABOVE GROUND.
 AA0779
 AA0779                          STATION RECOVERY (1988)
 AA0779
 AA0779'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0779'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1678 ***********************************************************************
 AA1678  DESIGNATION -  872 4406 G TIDAL
 AA1678  PID         -  AA1678
 AA1678  STATE/COUNTY-  FL/MONROE
 AA1678  COUNTRY     -  US
 AA1678  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA1678
 AA1678                         *CURRENT SURVEY CONTROL
 AA1678  ______________________________________________________________________
 AA1678* NAD 83(1986) POSITION- 24 37 14.     (N) 081 36 05.     (W)   SCALED
 AA1678* NAVD 88 ORTHO HEIGHT -     0.957 (meters)        3.14  (feet) ADJUSTED
 AA1678  ______________________________________________________________________
 AA1678  GEOID HEIGHT    -        -21.730 (meters)                     GEOID18
 AA1678  DYNAMIC HEIGHT  -          0.955 (meters)        3.13  (feet) COMP
 AA1678  MODELED GRAVITY -    978,964.1   (mgal)                       NAVD 88
 AA1678
 AA1678  VERT ORDER      -  FIRST     CLASS II
 AA1678
 AA1678.The horizontal coordinates were scaled from a map and have
 AA1678.an estimated accuracy of +/- 6 seconds.
 AA1678
 AA1678.The orthometric height was determined by differential leveling and
 AA1678.adjusted by the NATIONAL GEODETIC SURVEY
 AA1678.in May 1994.
 AA1678
 AA1678.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1678.GEOID18 height accuracy estimate available here.
 AA1678
 AA1678.Click photographs - Photos may exist for this station.
 AA1678
 AA1678.The dynamic height is computed by dividing the NAVD 88
 AA1678.geopotential number by the normal gravity value computed on the
 AA1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1678.degrees latitude (g = 980.6199 gals.).
 AA1678
 AA1678.The modeled gravity was interpolated from observed gravity values.
 AA1678
 AA1678;                    North         East    Units  Estimated Accuracy
 AA1678;SPC FL E     -    31,950.      139,110.      MT  (+/- 180 meters Scaled)
 AA1678
 AA1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH391230(NAD 83)
 AA1678
 AA1678                          SUPERSEDED SURVEY CONTROL
 AA1678
 AA1678  NGVD 29 (09/01/92)    1.370  (m)            4.49   (f) ADJUSTED    1 2
 AA1678
 AA1678.Superseded values are not recommended for survey control.
 AA1678
 AA1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1678.See file dsdata.pdf to determine how the superseded data were derived.
 AA1678
 AA1678_MARKER: DJ = TIDAL STATION DISK
 AA1678_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1678_SP_SET: PAD
 AA1678_STAMPING: 4406 G 1988
 AA1678_MARK LOGO: NOS
 AA1678_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1678_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1678
 AA1678  HISTORY     - Date     Condition        Report By
 AA1678  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1678
 AA1678                          STATION DESCRIPTION
 AA1678
 AA1678'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1678'TO REACH THE MARK FROM THE POST OFFICE IN SUGARLOAF SHORES, GO
 AA1678'SOUTHWEST ON U.S. HIGHWAY 1 FOR 4.5 KM (2.80 MI) TO THE INTERSECTION
 AA1678'OF BLUE WATER DRIVE TO THE MARK BY 1.21 M (3.97 FT) CONCRETE PAD NORTH
 AA1678'OF THE SOUTH END OF BLUE WATER DRIVE EAST OF THE CENTERLINE OF BLUE
 AA1678'WATER DRIVE AND 1.46 M (4.79 FT) WEST OF A POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0780 ***********************************************************************
 AA0780  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0780  DESIGNATION -  872 4406 TIDAL 1
 AA0780  PID         -  AA0780
 AA0780  STATE/COUNTY-  FL/MONROE
 AA0780  COUNTRY     -  US
 AA0780  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0780
 AA0780                         *CURRENT SURVEY CONTROL
 AA0780  ______________________________________________________________________
 AA0780* NAD 83(1986) POSITION- 24 37 08.     (N) 081 36 05.     (W)   SCALED
 AA0780* NAVD 88 ORTHO HEIGHT -     0.315 (meters)        1.03  (feet) ADJUSTED
 AA0780  ______________________________________________________________________
 AA0780  GEOID HEIGHT    -        -21.734 (meters)                     GEOID18
 AA0780  DYNAMIC HEIGHT  -          0.315 (meters)        1.03  (feet) COMP
 AA0780  MODELED GRAVITY -    978,963.9   (mgal)                       NAVD 88
 AA0780
 AA0780  VERT ORDER      -  FIRST     CLASS II
 AA0780
 AA0780.The horizontal coordinates were scaled from a map and have
 AA0780.an estimated accuracy of +/- 6 seconds.
 AA0780
 AA0780.The orthometric height was determined by differential leveling and
 AA0780.adjusted by the NATIONAL GEODETIC SURVEY
 AA0780.in June 1991.
 AA0780
 AA0780.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0780.GEOID18 height accuracy estimate available here.
 AA0780
 AA0780.This Tidal Bench Mark is designated as VM 9573
 AA0780.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0780
 AA0780.Click photographs - Photos may exist for this station.
 AA0780
 AA0780.The dynamic height is computed by dividing the NAVD 88
 AA0780.geopotential number by the normal gravity value computed on the
 AA0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0780.degrees latitude (g = 980.6199 gals.).
 AA0780
 AA0780.The modeled gravity was interpolated from observed gravity values.
 AA0780
 AA0780;                    North         East    Units  Estimated Accuracy
 AA0780;SPC FL E     -    31,760.      139,110.      MT  (+/- 180 meters Scaled)
 AA0780
 AA0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH391228(NAD 83)
 AA0780
 AA0780                          SUPERSEDED SURVEY CONTROL
 AA0780
 AA0780  NGVD 29 (09/01/92)    0.729  (m)            2.39   (f) ADJUSTED    1 2
 AA0780
 AA0780.Superseded values are not recommended for survey control.
 AA0780
 AA0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0780.See file dsdata.pdf to determine how the superseded data were derived.
 AA0780
 AA0780_MARKER: DJ = TIDAL STATION DISK
 AA0780_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0780_STAMPING: NO. 1 1974
 AA0780_MARK LOGO: NOS
 AA0780_PROJECTION: FLUSH
 AA0780_MAGNETIC: I = MARKER IS A STEEL ROD
 AA0780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0780
 AA0780  HISTORY     - Date     Condition        Report By
 AA0780  HISTORY     - 1974     MONUMENTED       NOS
 AA0780  HISTORY     - 1982     GOOD             FLDNR
 AA0780  HISTORY     - 19881108 GOOD             FLDNR
 AA0780
 AA0780                          STATION DESCRIPTION
 AA0780
 AA0780'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0780'13.95 MI NE FROM KEY WEST.
 AA0780'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.55 MILES
 AA0780'NORTHEAST ON U.S. HIGHWAY 1 TO BLUE WATER DRIVE (2.8 MILES SOUTHWEST
 AA0780'OF SUGARLOAF SHORES POST OFFICE), GO 0.4 MILE SOUTH ON BLUE WATER
 AA0780'DRIVE TO ITS END.  THE MARK BEARS 32 FEET NORTHEAST OF THE
 AA0780'NORTHEAST CORNER OF THE EAST DUPLEX APARTMENT BUILDING AND IS SET
 AA0780'FLUSH AND NEXT TO THE SEAWALL.
 AA0780
 AA0780                          STATION RECOVERY (1988)
 AA0780
 AA0780'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0780'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0781 ***********************************************************************
 AA0781  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0781  DESIGNATION -  872 4406 TIDAL 2
 AA0781  PID         -  AA0781
 AA0781  STATE/COUNTY-  FL/MONROE
 AA0781  COUNTRY     -  US
 AA0781  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0781
 AA0781                         *CURRENT SURVEY CONTROL
 AA0781  ______________________________________________________________________
 AA0781* NAD 83(1986) POSITION- 24 37 08.     (N) 081 36 05.     (W)   SCALED
 AA0781* NAVD 88 ORTHO HEIGHT -     0.405 (meters)        1.33  (feet) ADJUSTED
 AA0781  ______________________________________________________________________
 AA0781  GEOID HEIGHT    -        -21.734 (meters)                     GEOID18
 AA0781  DYNAMIC HEIGHT  -          0.405 (meters)        1.33  (feet) COMP
 AA0781  MODELED GRAVITY -    978,963.9   (mgal)                       NAVD 88
 AA0781
 AA0781  VERT ORDER      -  SECOND    CLASS I
 AA0781
 AA0781.The horizontal coordinates were scaled from a map and have
 AA0781.an estimated accuracy of +/- 6 seconds.
 AA0781
 AA0781.The orthometric height was determined by differential leveling and
 AA0781.adjusted by the NATIONAL GEODETIC SURVEY
 AA0781.in June 1991.
 AA0781
 AA0781.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0781.GEOID18 height accuracy estimate available here.
 AA0781
 AA0781.This Tidal Bench Mark is designated as VM 9574
 AA0781.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0781
 AA0781.Click photographs - Photos may exist for this station.
 AA0781
 AA0781.The dynamic height is computed by dividing the NAVD 88
 AA0781.geopotential number by the normal gravity value computed on the
 AA0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0781.degrees latitude (g = 980.6199 gals.).
 AA0781
 AA0781.The modeled gravity was interpolated from observed gravity values.
 AA0781
 AA0781;                    North         East    Units  Estimated Accuracy
 AA0781;SPC FL E     -    31,760.      139,110.      MT  (+/- 180 meters Scaled)
 AA0781
 AA0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH391228(NAD 83)
 AA0781
 AA0781                          SUPERSEDED SURVEY CONTROL
 AA0781
 AA0781.No superseded survey control is available for this station.
 AA0781
 AA0781_MARKER: DJ = TIDAL STATION DISK
 AA0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0781_STAMPING: NO 2 1974
 AA0781_MARK LOGO: NOS
 AA0781_PROJECTION: FLUSH
 AA0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0781+STABILITY: SURFACE MOTION
 AA0781
 AA0781  HISTORY     - Date     Condition        Report By
 AA0781  HISTORY     - 1974     MONUMENTED       NOS
 AA0781  HISTORY     - 1982     GOOD             FLDNR
 AA0781
 AA0781                          STATION DESCRIPTION
 AA0781
 AA0781'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0781'13.95 MI NE FROM KEY WEST.
 AA0781'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.55 MILES
 AA0781'NORTHEAST ON U.S. HIGHWAY 1 TO BLUE WATER DRIVE (2.8 MILES
 AA0781'SOUTHWEST OF SUGARLOAF SHORES POST OFFICE), GO 0.4 MILE SOUTH ON
 AA0781'BLUE WATER DRIVE TO ITS END.  THE MARK IS EAST OF THE EAST SIDE
 AA0781'OF THE EASTERNMOST DUPLEX APARTMENT BUILDING, 59.5 FEET NORTH
 AA0781'OF THE SOUTH END OF THE SEAWALL, AND 1 FOOT WEST OF THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0782 ***********************************************************************
 AA0782  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0782  DESIGNATION -  872 4406 TIDAL 3
 AA0782  PID         -  AA0782
 AA0782  STATE/COUNTY-  FL/MONROE
 AA0782  COUNTRY     -  US
 AA0782  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0782
 AA0782                         *CURRENT SURVEY CONTROL
 AA0782  ______________________________________________________________________
 AA0782* NAD 83(1986) POSITION- 24 37 08.     (N) 081 36 05.     (W)   SCALED
 AA0782* NAVD 88 ORTHO HEIGHT -     0.499 (meters)        1.64  (feet) ADJUSTED
 AA0782  ______________________________________________________________________
 AA0782  GEOID HEIGHT    -        -21.734 (meters)                     GEOID18
 AA0782  DYNAMIC HEIGHT  -          0.498 (meters)        1.63  (feet) COMP
 AA0782  MODELED GRAVITY -    978,963.9   (mgal)                       NAVD 88
 AA0782
 AA0782  VERT ORDER      -  FIRST     CLASS II
 AA0782
 AA0782.The horizontal coordinates were scaled from a map and have
 AA0782.an estimated accuracy of +/- 6 seconds.
 AA0782
 AA0782.The orthometric height was determined by differential leveling and
 AA0782.adjusted by the NATIONAL GEODETIC SURVEY
 AA0782.in June 1991.
 AA0782
 AA0782.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0782.GEOID18 height accuracy estimate available here.
 AA0782
 AA0782.This Tidal Bench Mark is designated as VM 9575
 AA0782.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0782
 AA0782.Click photographs - Photos may exist for this station.
 AA0782
 AA0782.The dynamic height is computed by dividing the NAVD 88
 AA0782.geopotential number by the normal gravity value computed on the
 AA0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0782.degrees latitude (g = 980.6199 gals.).
 AA0782
 AA0782.The modeled gravity was interpolated from observed gravity values.
 AA0782
 AA0782;                    North         East    Units  Estimated Accuracy
 AA0782;SPC FL E     -    31,760.      139,110.      MT  (+/- 180 meters Scaled)
 AA0782
 AA0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH391228(NAD 83)
 AA0782
 AA0782                          SUPERSEDED SURVEY CONTROL
 AA0782
 AA0782  NGVD 29 (09/01/92)    0.913  (m)            3.00   (f) ADJUSTED    1 2
 AA0782
 AA0782.Superseded values are not recommended for survey control.
 AA0782
 AA0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0782.See file dsdata.pdf to determine how the superseded data were derived.
 AA0782
 AA0782_MARKER: DJ = TIDAL STATION DISK
 AA0782_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0782_STAMPING: NO. 3 1974
 AA0782_MARK LOGO: NOS
 AA0782_PROJECTION: FLUSH
 AA0782_MAGNETIC: I = MARKER IS A STEEL ROD
 AA0782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0782
 AA0782  HISTORY     - Date     Condition        Report By
 AA0782  HISTORY     - 1974     MONUMENTED       NOS
 AA0782  HISTORY     - 1982     GOOD             FLDNR
 AA0782  HISTORY     - 19881108 GOOD             FLDNR
 AA0782
 AA0782                          STATION DESCRIPTION
 AA0782
 AA0782'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0782'13.95 MI NE FROM KEY WEST.
 AA0782'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.55 MILES
 AA0782'NORTHEAST ON U.S. HIGHWAY 1 TO BLUE WATER DRIVE (2.8 MILES
 AA0782'SOUTHWEST OF SUGARLOAF SHORES POST OFFICE), GO 0.4 MILE SOUTH ON
 AA0782'BLUE WATER DRIVE TO ITS END.  THE MARK IS SOUTHEAST OF THE
 AA0782'SOUTHEAST CORNER OF THE EASTERNMOST DUPLEX APARTMENT BUILDING,
 AA0782'2.7 FEET NORTH OF THE CORNER OF THE SEAWALL AND 1.2 FEET WEST OF
 AA0782'THE SEAWALL.
 AA0782
 AA0782                          STATION RECOVERY (1988)
 AA0782
 AA0782'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0782'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0778 ***********************************************************************
 AA0778  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0778  DESIGNATION -  872 4406 TIDAL 5
 AA0778  PID         -  AA0778
 AA0778  STATE/COUNTY-  FL/MONROE
 AA0778  COUNTRY     -  US
 AA0778  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0778
 AA0778                         *CURRENT SURVEY CONTROL
 AA0778  ______________________________________________________________________
 AA0778* NAD 83(1986) POSITION- 24 37 08.     (N) 081 36 05.     (W)   SCALED
 AA0778* NAVD 88 ORTHO HEIGHT -     0.854 (meters)        2.80  (feet) ADJUSTED
 AA0778  ______________________________________________________________________
 AA0778  GEOID HEIGHT    -        -21.734 (meters)                     GEOID18
 AA0778  DYNAMIC HEIGHT  -          0.852 (meters)        2.80  (feet) COMP
 AA0778  MODELED GRAVITY -    978,963.9   (mgal)                       NAVD 88
 AA0778
 AA0778  VERT ORDER      -  FIRST     CLASS II
 AA0778
 AA0778.The horizontal coordinates were scaled from a map and have
 AA0778.an estimated accuracy of +/- 6 seconds.
 AA0778
 AA0778.The orthometric height was determined by differential leveling and
 AA0778.adjusted by the NATIONAL GEODETIC SURVEY
 AA0778.in June 1991.
 AA0778
 AA0778.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0778.GEOID18 height accuracy estimate available here.
 AA0778
 AA0778.This Tidal Bench Mark is designated as VM 9577
 AA0778.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0778
 AA0778.Click photographs - Photos may exist for this station.
 AA0778
 AA0778.The dynamic height is computed by dividing the NAVD 88
 AA0778.geopotential number by the normal gravity value computed on the
 AA0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0778.degrees latitude (g = 980.6199 gals.).
 AA0778
 AA0778.The modeled gravity was interpolated from observed gravity values.
 AA0778
 AA0778;                    North         East    Units  Estimated Accuracy
 AA0778;SPC FL E     -    31,760.      139,110.      MT  (+/- 180 meters Scaled)
 AA0778
 AA0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH391228(NAD 83)
 AA0778
 AA0778                          SUPERSEDED SURVEY CONTROL
 AA0778
 AA0778  NGVD 29 (09/01/92)    1.268  (m)            4.16   (f) ADJUSTED    1 2
 AA0778
 AA0778.Superseded values are not recommended for survey control.
 AA0778
 AA0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0778.See file dsdata.pdf to determine how the superseded data were derived.
 AA0778
 AA0778_MARKER: DJ = TIDAL STATION DISK
 AA0778_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA0778_STAMPING: NO. 5 1974
 AA0778_MARK LOGO: NOS
 AA0778_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0778_MAGNETIC: I = MARKER IS A STEEL ROD
 AA0778_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0778
 AA0778  HISTORY     - Date     Condition        Report By
 AA0778  HISTORY     - 1974     MONUMENTED       NOS
 AA0778  HISTORY     - 1982     GOOD             FLDNR
 AA0778  HISTORY     - 19881108 GOOD             FLDNR
 AA0778
 AA0778                          STATION DESCRIPTION
 AA0778
 AA0778'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0778'13.95 MI NE FROM KEY WEST.
 AA0778'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 13.55 MILES
 AA0778'NORTHEAST ON U.S. HIGHWAY 1 TO BLUE WATER DRIVE (2.8 MILES SOUTHWEST
 AA0778'OF SUGARLOAF SHORES POST OFFICE), GO 0.4 MILE SOUTH ON BLUE WATER
 AA0778'DRIVE TO ITS END.  THE MARK IS SOUTH OF THE EXTENDED CENTERLINE
 AA0778'OF BLUE WATER DRIVE, 7 FEET NORTH OF A POWER POLE IN LINE WITH
 AA0778'THE CENTERLINE OF BLUE WATER DRIVE, AND NORTHWEST OF THE NORTHWEST
 AA0778'CORNER OF THE EASTERNMOST DUPLEX APARTMENT BUILDING.
 AA0778
 AA0778                          STATION RECOVERY (1988)
 AA0778
 AA0778'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0778'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0764 ***********************************************************************
 AA0764  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0764  DESIGNATION -  872 4417 F TIDAL
 AA0764  PID         -  AA0764
 AA0764  STATE/COUNTY-  FL/MONROE
 AA0764  COUNTRY     -  US
 AA0764  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0764
 AA0764                         *CURRENT SURVEY CONTROL
 AA0764  ______________________________________________________________________
 AA0764* NAD 83(1986) POSITION- 24 36 56.     (N) 081 36 59.     (W)   SCALED
 AA0764* NAVD 88 ORTHO HEIGHT -     4.539 (meters)       14.89  (feet) ADJUSTED
 AA0764  ______________________________________________________________________
 AA0764  GEOID HEIGHT    -        -21.728 (meters)                     GEOID18
 AA0764  DYNAMIC HEIGHT  -          4.531 (meters)       14.87  (feet) COMP
 AA0764  MODELED GRAVITY -    978,963.5   (mgal)                       NAVD 88
 AA0764
 AA0764  VERT ORDER      -  FIRST     CLASS II
 AA0764
 AA0764.The horizontal coordinates were scaled from a map and have
 AA0764.an estimated accuracy of +/- 6 seconds.
 AA0764
 AA0764.The orthometric height was determined by differential leveling and
 AA0764.adjusted by the NATIONAL GEODETIC SURVEY
 AA0764.in June 1991.
 AA0764
 AA0764.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0764.GEOID18 height accuracy estimate available here.
 AA0764
 AA0764.This Tidal Bench Mark is designated as VM 9588
 AA0764.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0764
 AA0764.Click photographs - Photos may exist for this station.
 AA0764
 AA0764.The dynamic height is computed by dividing the NAVD 88
 AA0764.geopotential number by the normal gravity value computed on the
 AA0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0764.degrees latitude (g = 980.6199 gals.).
 AA0764
 AA0764.The modeled gravity was interpolated from observed gravity values.
 AA0764
 AA0764;                    North         East    Units  Estimated Accuracy
 AA0764;SPC FL E     -    31,400.      137,590.      MT  (+/- 180 meters Scaled)
 AA0764
 AA0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH376225(NAD 83)
 AA0764
 AA0764                          SUPERSEDED SURVEY CONTROL
 AA0764
 AA0764  NGVD 29 (09/01/92)    4.951  (m)           16.24   (f) ADJUSTED    1 2
 AA0764
 AA0764.Superseded values are not recommended for survey control.
 AA0764
 AA0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0764.See file dsdata.pdf to determine how the superseded data were derived.
 AA0764
 AA0764_MARKER: DB = BENCH MARK DISK
 AA0764_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0764_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0764_STAMPING: 4417 F
 AA0764_MARK LOGO: FLDT
 AA0764_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0764
 AA0764  HISTORY     - Date     Condition        Report By
 AA0764  HISTORY     - UNK      MONUMENTED       FLDT
 AA0764  HISTORY     - 1982     GOOD             FLDNR
 AA0764  HISTORY     - 19881108 GOOD             FLDNR
 AA0764  HISTORY     - 1989     GOOD             USPSQD
 AA0764  HISTORY     - 20170302 GOOD             USPSQD
 AA0764
 AA0764                          STATION DESCRIPTION
 AA0764
 AA0764'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0764'12.4 MI NE FROM KEY WEST.
 AA0764'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 12.4 MILES NORTHEAST ON
 AA0764'U.S. HIGHWAY 1 TO THE BRIDGE OVER SADDLEBUNCH NO 4 CHANNEL.  THE
 AA0764'MARK BEARS 23.2 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1, 0.9
 AA0764'FOOT NORTHEAST OF THE NORTHEAST ABUTMENT, 10.35 FEET SOUTHWEST OF
 AA0764'THE NORTHEAST END OF THE GUARDRAIL, AND 4.9 FEET NORTHWEST OF THE
 AA0764'SOUTHEAST EDGE OF THE BRIDGE CHEEKWALL.
 AA0764'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0764
 AA0764                          STATION RECOVERY (1988)
 AA0764
 AA0764'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0764'RECOVERED IN GOOD CONDITION.
 AA0764
 AA0764                          STATION RECOVERY (1989)
 AA0764
 AA0764'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0764'RECOVERED IN GOOD CONDITION.
 AA0764
 AA0764                          STATION RECOVERY (2017)
 AA0764
 AA0764'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0764'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0766 ***********************************************************************
 AA0766  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0766  DESIGNATION -  872 4417 G TIDAL
 AA0766  PID         -  AA0766
 AA0766  STATE/COUNTY-  FL/MONROE
 AA0766  COUNTRY     -  US
 AA0766  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0766
 AA0766                         *CURRENT SURVEY CONTROL
 AA0766  ______________________________________________________________________
 AA0766* NAD 83(1986) POSITION- 24 36 54.     (N) 081 37 07.     (W)   SCALED
 AA0766* NAVD 88 ORTHO HEIGHT -     4.521 (meters)       14.83  (feet) ADJUSTED
 AA0766  ______________________________________________________________________
 AA0766  GEOID HEIGHT    -        -21.728 (meters)                     GEOID18
 AA0766  DYNAMIC HEIGHT  -          4.513 (meters)       14.81  (feet) COMP
 AA0766  MODELED GRAVITY -    978,963.6   (mgal)                       NAVD 88
 AA0766
 AA0766  VERT ORDER      -  FIRST     CLASS II
 AA0766
 AA0766.The horizontal coordinates were scaled from a map and have
 AA0766.an estimated accuracy of +/- 6 seconds.
 AA0766
 AA0766.The orthometric height was determined by differential leveling and
 AA0766.adjusted by the NATIONAL GEODETIC SURVEY
 AA0766.in June 1991.
 AA0766
 AA0766.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0766.GEOID18 height accuracy estimate available here.
 AA0766
 AA0766.This Tidal Bench Mark is designated as VM 9589
 AA0766.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0766
 AA0766.Click photographs - Photos may exist for this station.
 AA0766
 AA0766.The dynamic height is computed by dividing the NAVD 88
 AA0766.geopotential number by the normal gravity value computed on the
 AA0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0766.degrees latitude (g = 980.6199 gals.).
 AA0766
 AA0766.The modeled gravity was interpolated from observed gravity values.
 AA0766
 AA0766;                    North         East    Units  Estimated Accuracy
 AA0766;SPC FL E     -    31,340.      137,360.      MT  (+/- 180 meters Scaled)
 AA0766
 AA0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH373224(NAD 83)
 AA0766
 AA0766                          SUPERSEDED SURVEY CONTROL
 AA0766
 AA0766  NGVD 29 (09/01/92)    4.931  (m)           16.18   (f) ADJUSTED    1 2
 AA0766
 AA0766.Superseded values are not recommended for survey control.
 AA0766
 AA0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0766.See file dsdata.pdf to determine how the superseded data were derived.
 AA0766
 AA0766_MARKER: DB = BENCH MARK DISK
 AA0766_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0766_SP_SET: BRIDGE GUARDRAIL
 AA0766_STAMPING: 4417 G
 AA0766_MARK LOGO: NOS
 AA0766_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0766
 AA0766  HISTORY     - Date     Condition        Report By
 AA0766  HISTORY     - UNK      MONUMENTED       FLDT
 AA0766  HISTORY     - 1982     GOOD             FLDNR
 AA0766  HISTORY     - 19881108 GOOD             FLDNR
 AA0766  HISTORY     - 1989     GOOD             USPSQD
 AA0766  HISTORY     - 20170302 GOOD             USPSQD
 AA0766
 AA0766                          STATION DESCRIPTION
 AA0766
 AA0766'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0766'12.4 MI NE FROM KEY WEST.
 AA0766'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 12.4 MILES NORTHEAST
 AA0766'ON U.S. HIGHWAY 1 TO THE BRIDGE OVER SADDLEBUNCH NO 4 CHANNEL.
 AA0766'THE MARK IS AT THE SOUTHWEST END OF THE BRIDGE, 22.9 FEET SOUTHEAST
 AA0766'OF THE CENTERLINE OF U.S. 1, 0.8 FOOT SOUTHWEST OF THE SOUTHWEST
 AA0766'ABUTMENT, 10.3 FEET NORTHEAST OF THE SOUTHWEST END OF THE GUARDRAIL,
 AA0766'AND 4.9 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE BRIDGE CHEEKWALL.
 AA0766'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0766
 AA0766                          STATION RECOVERY (1988)
 AA0766
 AA0766'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0766'RECOVERED IN GOOD CONDITION.
 AA0766
 AA0766                          STATION RECOVERY (1989)
 AA0766
 AA0766'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0766'RECOVERED IN GOOD CONDITION.
 AA0766
 AA0766                          STATION RECOVERY (2017)
 AA0766
 AA0766'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0766'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0772 ***********************************************************************
 AA0772  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0772  DESIGNATION -  872 4417 TIDAL 1
 AA0772  PID         -  AA0772
 AA0772  STATE/COUNTY-  FL/MONROE
 AA0772  COUNTRY     -  US
 AA0772  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0772
 AA0772                         *CURRENT SURVEY CONTROL
 AA0772  ______________________________________________________________________
 AA0772* NAD 83(1986) POSITION- 24 36 56.     (N) 081 36 59.     (W)   SCALED
 AA0772* NAVD 88 ORTHO HEIGHT -     0.407 (meters)        1.34  (feet) ADJUSTED
 AA0772  ______________________________________________________________________
 AA0772  GEOID HEIGHT    -        -21.728 (meters)                     GEOID18
 AA0772  DYNAMIC HEIGHT  -          0.406 (meters)        1.33  (feet) COMP
 AA0772  MODELED GRAVITY -    978,963.5   (mgal)                       NAVD 88
 AA0772
 AA0772  VERT ORDER      -  FIRST     CLASS II
 AA0772
 AA0772.The horizontal coordinates were scaled from a map and have
 AA0772.an estimated accuracy of +/- 6 seconds.
 AA0772
 AA0772.The orthometric height was determined by differential leveling and
 AA0772.adjusted by the NATIONAL GEODETIC SURVEY
 AA0772.in May 1994.
 AA0772
 AA0772.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0772.GEOID18 height accuracy estimate available here.
 AA0772
 AA0772.This Tidal Bench Mark is designated as VM 9584
 AA0772.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0772
 AA0772.Click photographs - Photos may exist for this station.
 AA0772
 AA0772.The dynamic height is computed by dividing the NAVD 88
 AA0772.geopotential number by the normal gravity value computed on the
 AA0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0772.degrees latitude (g = 980.6199 gals.).
 AA0772
 AA0772.The modeled gravity was interpolated from observed gravity values.
 AA0772
 AA0772;                    North         East    Units  Estimated Accuracy
 AA0772;SPC FL E     -    31,400.      137,590.      MT  (+/- 180 meters Scaled)
 AA0772
 AA0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH376225(NAD 83)
 AA0772
 AA0772                          SUPERSEDED SURVEY CONTROL
 AA0772
 AA0772  NAVD 88 (06/15/91)    0.405  (m)            1.33   (f) SUPERSEDED  1 2
 AA0772  NGVD 29 (09/01/92)    0.818  (m)            2.68   (f) ADJUSTED    1 2
 AA0772
 AA0772.Superseded values are not recommended for survey control.
 AA0772
 AA0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0772.See file dsdata.pdf to determine how the superseded data were derived.
 AA0772
 AA0772_MARKER: DJ = TIDAL STATION DISK
 AA0772_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0772_SP_SET: WINGWALL
 AA0772_STAMPING: NO. 1 1974
 AA0772_MARK LOGO: NOS
 AA0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0772+STABILITY: SURFACE MOTION
 AA0772
 AA0772  HISTORY     - Date     Condition        Report By
 AA0772  HISTORY     - 1974     MONUMENTED       NOS
 AA0772  HISTORY     - 1982     GOOD             FLDNR
 AA0772  HISTORY     - 19881108 GOOD             FLDNR
 AA0772
 AA0772                          STATION DESCRIPTION
 AA0772
 AA0772'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0772'12.4 MI NE FROM KEY WEST.
 AA0772'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 12.4 MILES
 AA0772'NORTHEAST ON U.S. HIGHWAY 1 TO THE BRIDGE OVER SADDLEBUNCH NO 4
 AA0772'CHANNEL.  THE MARK IS SET IN THE WINGWALL OF THE OLD HIGHWAY
 AA0772'BRIDGE, NOW USED AS A FISHING PIER, 46.0 FEET SOUTHEAST OF THE
 AA0772'CENTERLINE OF THE OLD BRIDGE.
 AA0772'THE MARK IS 9 FT BELOW OLD BRIDGE.
 AA0772
 AA0772                          STATION RECOVERY (1988)
 AA0772
 AA0772'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0772'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0765 ***********************************************************************
 AA0765  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0765  DESIGNATION -  872 4417 TIDAL 3
 AA0765  PID         -  AA0765
 AA0765  STATE/COUNTY-  FL/MONROE
 AA0765  COUNTRY     -  US
 AA0765  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0765
 AA0765                         *CURRENT SURVEY CONTROL
 AA0765  ______________________________________________________________________
 AA0765* NAD 83(1986) POSITION- 24 36 56.61   (N) 081 36 59.46   (W)   HD_HELD1
 AA0765* NAVD 88 ORTHO HEIGHT -     3.234 (meters)       10.61  (feet) ADJUSTED
 AA0765  ______________________________________________________________________
 AA0765  GEOID HEIGHT    -        -21.728 (meters)                     GEOID18
 AA0765  DYNAMIC HEIGHT  -          3.228 (meters)       10.59  (feet) COMP
 AA0765  MODELED GRAVITY -    978,963.5   (mgal)                       NAVD 88
 AA0765
 AA0765  VERT ORDER      -  FIRST     CLASS II
 AA0765
 AA0765.The horizontal coordinates were determined by differentially corrected
 AA0765.hand held GPS observations or other comparable positioning techniques
 AA0765.and have an estimated accuracy of +/- 3 meters.
 AA0765
 AA0765.The orthometric height was determined by differential leveling and
 AA0765.adjusted by the NATIONAL GEODETIC SURVEY
 AA0765.in May 1994.
 AA0765
 AA0765.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0765.GEOID18 height accuracy estimate available here.
 AA0765
 AA0765.This Tidal Bench Mark is designated as VM 9586
 AA0765.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0765
 AA0765.Click photographs - Photos may exist for this station.
 AA0765
 AA0765.The dynamic height is computed by dividing the NAVD 88
 AA0765.geopotential number by the normal gravity value computed on the
 AA0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0765.degrees latitude (g = 980.6199 gals.).
 AA0765
 AA0765.The modeled gravity was interpolated from observed gravity values.
 AA0765
 AA0765;                    North         East    Units  Estimated Accuracy
 AA0765;SPC FL E     -    31,417.2     137,573.3     MT  (+/- 3 meters HH1 GPS) 
 AA0765
 AA0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH3759422538(NAD 83)
 AA0765
 AA0765                          SUPERSEDED SURVEY CONTROL
 AA0765
 AA0765  NAVD 88 (06/15/91)    3.233  (m)           10.61   (f) SUPERSEDED  1 2
 AA0765  NGVD 29 (09/01/92)    3.645  (m)           11.96   (f) ADJUSTED    1 2
 AA0765
 AA0765.Superseded values are not recommended for survey control.
 AA0765
 AA0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0765.See file dsdata.pdf to determine how the superseded data were derived.
 AA0765
 AA0765_MARKER: DJ = TIDAL STATION DISK
 AA0765_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0765_SP_SET: BRIDGE
 AA0765_STAMPING: NO. 3 1974
 AA0765_MARK LOGO: NOS
 AA0765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0765
 AA0765  HISTORY     - Date     Condition        Report By
 AA0765  HISTORY     - 1974     MONUMENTED       NOS
 AA0765  HISTORY     - 1982     GOOD             FLDNR
 AA0765  HISTORY     - 19881108 GOOD             FLDNR
 AA0765  HISTORY     - 1989     GOOD             USPSQD
 AA0765  HISTORY     - 20170302 GOOD             USPSQD
 AA0765
 AA0765                          STATION DESCRIPTION
 AA0765
 AA0765'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0765'12.4 MI NE FROM KEY WEST.
 AA0765'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 12.4 MILES NORTHEAST
 AA0765'ON U.S. HIGHWAY 1 TO THE BRIDGE OVER SADDLEBUNCH NO 4 CHANNEL.
 AA0765'THE MARK IS SET IN THE NORTHWEST CURB OF THE OLD HIGHWAY BRIDGE,
 AA0765'NOW USED AS A FISHING PIER, 12.7 FEET NORTHWEST OF THE CENTERLINE
 AA0765'OF THE OLD BRIDGE.
 AA0765
 AA0765                          STATION RECOVERY (1988)
 AA0765
 AA0765'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0765'RECOVERED IN GOOD CONDITION.
 AA0765
 AA0765                          STATION RECOVERY (1989)
 AA0765
 AA0765'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0765'RECOVERED IN GOOD CONDITION.
 AA0765
 AA0765                          STATION RECOVERY (2017)
 AA0765
 AA0765'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0765'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0770 ***********************************************************************
 AA0770  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0770  DESIGNATION -  872 4423 F TIDAL
 AA0770  PID         -  AA0770
 AA0770  STATE/COUNTY-  FL/MONROE
 AA0770  COUNTRY     -  US
 AA0770  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0770
 AA0770                         *CURRENT SURVEY CONTROL
 AA0770  ______________________________________________________________________
 AA0770* NAD 83(1986) POSITION- 24 36 44.     (N) 081 37 23.     (W)   SCALED
 AA0770* NAVD 88 ORTHO HEIGHT -     4.518 (meters)       14.82  (feet) ADJUSTED
 AA0770  ______________________________________________________________________
 AA0770  GEOID HEIGHT    -        -21.730 (meters)                     GEOID18
 AA0770  DYNAMIC HEIGHT  -          4.510 (meters)       14.80  (feet) COMP
 AA0770  MODELED GRAVITY -    978,963.1   (mgal)                       NAVD 88
 AA0770
 AA0770  VERT ORDER      -  FIRST     CLASS II
 AA0770
 AA0770.The horizontal coordinates were scaled from a map and have
 AA0770.an estimated accuracy of +/- 6 seconds.
 AA0770
 AA0770.The orthometric height was determined by differential leveling and
 AA0770.adjusted by the NATIONAL GEODETIC SURVEY
 AA0770.in June 1991.
 AA0770
 AA0770.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0770.GEOID18 height accuracy estimate available here.
 AA0770
 AA0770.This Tidal Bench Mark is designated as VM 9600
 AA0770.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0770
 AA0770.Click photographs - Photos may exist for this station.
 AA0770
 AA0770.The dynamic height is computed by dividing the NAVD 88
 AA0770.geopotential number by the normal gravity value computed on the
 AA0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0770.degrees latitude (g = 980.6199 gals.).
 AA0770
 AA0770.The modeled gravity was interpolated from observed gravity values.
 AA0770
 AA0770;                    North         East    Units  Estimated Accuracy
 AA0770;SPC FL E     -    31,030.      136,910.      MT  (+/- 180 meters Scaled)
 AA0770
 AA0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH369221(NAD 83)
 AA0770
 AA0770                          SUPERSEDED SURVEY CONTROL
 AA0770
 AA0770  NGVD 29 (09/01/92)    4.928  (m)           16.17   (f) ADJUSTED    1 2
 AA0770
 AA0770.Superseded values are not recommended for survey control.
 AA0770
 AA0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0770.See file dsdata.pdf to determine how the superseded data were derived.
 AA0770
 AA0770_MARKER: DB = BENCH MARK DISK
 AA0770_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0770_SP_SET: BRIDGE GUARDRAIL
 AA0770_STAMPING: 4423 F
 AA0770_MARK LOGO: FLDT
 AA0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0770
 AA0770  HISTORY     - Date     Condition        Report By
 AA0770  HISTORY     - UNK      MONUMENTED       FLDT
 AA0770  HISTORY     - 1982     GOOD             FLDNR
 AA0770  HISTORY     - 19881108 GOOD             FLDNR
 AA0770  HISTORY     - 1989     GOOD             USPSQD
 AA0770  HISTORY     - 20170302 GOOD             USPSQD
 AA0770
 AA0770                          STATION DESCRIPTION
 AA0770
 AA0770'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0770'11.9 MI NE FROM KEY WEST.
 AA0770'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 11.9 MILES
 AA0770'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE
 AA0770'OVER SADDLEBUNCH NO 5 CHANNEL.  THE MARK BEARS 23.3 FEET SOUTHEAST
 AA0770'OF THE CENTERLINE OF U.S. 1, 10.2 FEET SOUTHWEST OF THE NORTHEAST
 AA0770'END OF THE GUARDRAIL, 1.0 FOOT NORTHEAST OF THE ABUTMENT, AND 4.9
 AA0770'FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE BRIDGE CHEEKWALL.
 AA0770'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0770
 AA0770                          STATION RECOVERY (1988)
 AA0770
 AA0770'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0770'RECOVERED IN GOOD CONDITION.
 AA0770
 AA0770                          STATION RECOVERY (1989)
 AA0770
 AA0770'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0770'RECOVERED IN GOOD CONDITION.
 AA0770
 AA0770                          STATION RECOVERY (2017)
 AA0770
 AA0770'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0770'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1662 ***********************************************************************
 AA1662  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1662  DESIGNATION -  872 4423 G TIDAL
 AA1662  PID         -  AA1662
 AA1662  STATE/COUNTY-  FL/MONROE
 AA1662  COUNTRY     -  US
 AA1662  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1662
 AA1662                         *CURRENT SURVEY CONTROL
 AA1662  ______________________________________________________________________
 AA1662* NAD 83(1986) POSITION- 24 36 42.     (N) 081 37 31.     (W)   SCALED
 AA1662* NAVD 88 ORTHO HEIGHT -     4.520 (meters)       14.83  (feet) ADJUSTED
 AA1662  ______________________________________________________________________
 AA1662  GEOID HEIGHT    -        -21.729 (meters)                     GEOID18
 AA1662  DYNAMIC HEIGHT  -          4.513 (meters)       14.81  (feet) COMP
 AA1662  MODELED GRAVITY -    978,963.0   (mgal)                       NAVD 88
 AA1662
 AA1662  VERT ORDER      -  FIRST     CLASS II
 AA1662
 AA1662.The horizontal coordinates were scaled from a map and have
 AA1662.an estimated accuracy of +/- 6 seconds.
 AA1662
 AA1662.The orthometric height was determined by differential leveling and
 AA1662.adjusted by the NATIONAL GEODETIC SURVEY
 AA1662.in May 1994.
 AA1662
 AA1662.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1662.GEOID18 height accuracy estimate available here.
 AA1662
 AA1662.This Tidal Bench Mark is designated as VM 17146
 AA1662.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1662
 AA1662.Click photographs - Photos may exist for this station.
 AA1662
 AA1662.The dynamic height is computed by dividing the NAVD 88
 AA1662.geopotential number by the normal gravity value computed on the
 AA1662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1662.degrees latitude (g = 980.6199 gals.).
 AA1662
 AA1662.The modeled gravity was interpolated from observed gravity values.
 AA1662
 AA1662;                    North         East    Units  Estimated Accuracy
 AA1662;SPC FL E     -    30,970.      136,680.      MT  (+/- 180 meters Scaled)
 AA1662
 AA1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH367220(NAD 83)
 AA1662
 AA1662                          SUPERSEDED SURVEY CONTROL
 AA1662
 AA1662  NGVD 29 (09/01/92)    4.932  (m)           16.18   (f) ADJUSTED    1 2
 AA1662
 AA1662.Superseded values are not recommended for survey control.
 AA1662
 AA1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1662.See file dsdata.pdf to determine how the superseded data were derived.
 AA1662
 AA1662_MARKER: DB = BENCH MARK DISK
 AA1662_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1662_SP_SET: BRIDGE GUARDRAIL
 AA1662_STAMPING: 4423 G
 AA1662_MARK LOGO: FLDT
 AA1662_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1662_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1662
 AA1662  HISTORY     - Date     Condition        Report By
 AA1662  HISTORY     - UNK      MONUMENTED       FLDT
 AA1662  HISTORY     - 19881108 GOOD             FLDNR
 AA1662  HISTORY     - 20170302 GOOD             USPSQD
 AA1662
 AA1662                          STATION DESCRIPTION
 AA1662
 AA1662'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1662'RECOVERED IN GOOD CONDITION WITH A NEW DESCRIPTION.  TO REACH THE
 AA1662'MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO EAST-NORTHEAST ON U.S.
 AA1662'HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM (2.75 MI) TO THE
 AA1662'INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT BOULEVARDAND GO
 AA1662'NORTHEAST ON U.S. HIGHWAY 1 FOR 14.49 KM (9.00 MI) TO THE SOUTHWEST
 AA1662'END OF SADDLEBUNCH NUMBER 5 CHANNEL BRIDGE AND THE MARKNORTHEAST OF
 AA1662'THE SOUTHWEST END OF THE GUARDRAIL AND 7.01 M (23.00 FT) SOUTHEAST OF
 AA1662'THE CENTERLINE OF U.S. HIGHWAY 1.
 AA1662
 AA1662                          STATION RECOVERY (2017)
 AA1662
 AA1662'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA1662'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0769 ***********************************************************************
 AA0769  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0769  DESIGNATION -  872 4423 TIDAL 1
 AA0769  PID         -  AA0769
 AA0769  STATE/COUNTY-  FL/MONROE
 AA0769  COUNTRY     -  US
 AA0769  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0769
 AA0769                         *CURRENT SURVEY CONTROL
 AA0769  ______________________________________________________________________
 AA0769* NAD 83(1986) POSITION- 24 36 45.35   (N) 081 37 23.79   (W)   HD_HELD1
 AA0769* NAVD 88 ORTHO HEIGHT -     2.156 (meters)        7.07  (feet) ADJUSTED
 AA0769  ______________________________________________________________________
 AA0769  GEOID HEIGHT    -        -21.729 (meters)                     GEOID18
 AA0769  DYNAMIC HEIGHT  -          2.153 (meters)        7.06  (feet) COMP
 AA0769  MODELED GRAVITY -    978,963.1   (mgal)                       NAVD 88
 AA0769
 AA0769  VERT ORDER      -  FIRST     CLASS II
 AA0769
 AA0769.The horizontal coordinates were determined by differentially corrected
 AA0769.hand held GPS observations or other comparable positioning techniques
 AA0769.and have an estimated accuracy of +/- 3 meters.
 AA0769
 AA0769.The orthometric height was determined by differential leveling and
 AA0769.adjusted by the NATIONAL GEODETIC SURVEY
 AA0769.in May 1994.
 AA0769
 AA0769.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0769.GEOID18 height accuracy estimate available here.
 AA0769
 AA0769.This Tidal Bench Mark is designated as VM 9596
 AA0769.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0769
 AA0769.Click photographs - Photos may exist for this station.
 AA0769
 AA0769.The dynamic height is computed by dividing the NAVD 88
 AA0769.geopotential number by the normal gravity value computed on the
 AA0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0769.degrees latitude (g = 980.6199 gals.).
 AA0769
 AA0769.The modeled gravity was interpolated from observed gravity values.
 AA0769
 AA0769;                    North         East    Units  Estimated Accuracy
 AA0769;SPC FL E     -    31,073.8     136,887.4     MT  (+/- 3 meters HH1 GPS) 
 AA0769
 AA0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH3690822195(NAD 83)
 AA0769
 AA0769                          SUPERSEDED SURVEY CONTROL
 AA0769
 AA0769  NAVD 88 (06/15/91)    2.152  (m)            7.06   (f) SUPERSEDED  1 2
 AA0769  NGVD 29 (09/01/92)    2.567  (m)            8.42   (f) ADJUSTED    1 2
 AA0769
 AA0769.Superseded values are not recommended for survey control.
 AA0769
 AA0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0769.See file dsdata.pdf to determine how the superseded data were derived.
 AA0769
 AA0769_MARKER: DJ = TIDAL STATION DISK
 AA0769_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0769_SP_SET: WINGWALL
 AA0769_STAMPING: NO. 1 1975
 AA0769_MARK LOGO: NOS
 AA0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0769+STABILITY: SURFACE MOTION
 AA0769
 AA0769  HISTORY     - Date     Condition        Report By
 AA0769  HISTORY     - 1975     MONUMENTED       NOS
 AA0769  HISTORY     - 1982     GOOD             FLDNR
 AA0769  HISTORY     - 19881108 GOOD             FLDNR
 AA0769  HISTORY     - 1989     GOOD             USPSQD
 AA0769
 AA0769                          STATION DESCRIPTION
 AA0769
 AA0769'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0769'11.9 MI NE FROM KEY WEST.
 AA0769'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 11.9 MILES
 AA0769'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE
 AA0769'BRIDGE OVER SADDLEBUNCH NO 5 CHANNEL.  THE MARK BEARS 15 FEET
 AA0769'NORTHWEST OF THE CENTERLINE OF THE OLD HIGHWAY BRIDGE, NOW USED
 AA0769'AS A FISHING PIER, 2.5 FEET NORTHWEST OF THE NORTHWEST EDGE
 AA0769'OF THE OLD BRIDGE, AND 15 FEET WEST OF THE NORTHEAST END OF
 AA0769'THE OLD BRIDGE GUARDRAIL.
 AA0769'THE MARK IS 3 FT BELOW HIGHWAY.
 AA0769
 AA0769                          STATION RECOVERY (1988)
 AA0769
 AA0769'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0769'RECOVERED IN GOOD CONDITION.
 AA0769
 AA0769                          STATION RECOVERY (1989)
 AA0769
 AA0769'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0769'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0767 ***********************************************************************
 AA0767  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0767  DESIGNATION -  872 4423 TIDAL 2
 AA0767  PID         -  AA0767
 AA0767  STATE/COUNTY-  FL/MONROE
 AA0767  COUNTRY     -  US
 AA0767  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0767
 AA0767                         *CURRENT SURVEY CONTROL
 AA0767  ______________________________________________________________________
 AA0767* NAD 83(1986) POSITION- 24 36 45.10   (N) 081 37 23.65   (W)   HD_HELD1
 AA0767* NAVD 88 ORTHO HEIGHT -     2.180 (meters)        7.15  (feet) ADJUSTED
 AA0767  ______________________________________________________________________
 AA0767  GEOID HEIGHT    -        -21.729 (meters)                     GEOID18
 AA0767  DYNAMIC HEIGHT  -          2.176 (meters)        7.14  (feet) COMP
 AA0767  MODELED GRAVITY -    978,963.1   (mgal)                       NAVD 88
 AA0767
 AA0767  VERT ORDER      -  FIRST     CLASS II
 AA0767
 AA0767.The horizontal coordinates were determined by differentially corrected
 AA0767.hand held GPS observations or other comparable positioning techniques
 AA0767.and have an estimated accuracy of +/- 3 meters.
 AA0767
 AA0767.The orthometric height was determined by differential leveling and
 AA0767.adjusted by the NATIONAL GEODETIC SURVEY
 AA0767.in June 1991.
 AA0767
 AA0767.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0767.GEOID18 height accuracy estimate available here.
 AA0767
 AA0767.This Tidal Bench Mark is designated as VM 9597
 AA0767.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0767
 AA0767.Click photographs - Photos may exist for this station.
 AA0767
 AA0767.The dynamic height is computed by dividing the NAVD 88
 AA0767.geopotential number by the normal gravity value computed on the
 AA0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0767.degrees latitude (g = 980.6199 gals.).
 AA0767
 AA0767.The modeled gravity was interpolated from observed gravity values.
 AA0767
 AA0767;                    North         East    Units  Estimated Accuracy
 AA0767;SPC FL E     -    31,066.1     136,891.3     MT  (+/- 3 meters HH1 GPS) 
 AA0767
 AA0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH3691222187(NAD 83)
 AA0767
 AA0767                          SUPERSEDED SURVEY CONTROL
 AA0767
 AA0767  NGVD 29 (09/01/92)    2.591  (m)            8.50   (f) ADJUSTED    1 2
 AA0767
 AA0767.Superseded values are not recommended for survey control.
 AA0767
 AA0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0767.See file dsdata.pdf to determine how the superseded data were derived.
 AA0767
 AA0767_MARKER: DJ = TIDAL STATION DISK
 AA0767_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0767_SP_SET: WINGWALL
 AA0767_STAMPING: NO. 2 1975
 AA0767_MARK LOGO: NOS
 AA0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0767+STABILITY: SURFACE MOTION
 AA0767
 AA0767  HISTORY     - Date     Condition        Report By
 AA0767  HISTORY     - 1975     MONUMENTED       NOS
 AA0767  HISTORY     - 1982     GOOD             FLDNR
 AA0767  HISTORY     - 19881108 GOOD             FLDNR
 AA0767  HISTORY     - 1989     GOOD             USPSQD
 AA0767  HISTORY     - 20170302 GOOD             USPSQD
 AA0767
 AA0767                          STATION DESCRIPTION
 AA0767
 AA0767'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0767'11.9 MI NE FROM KEY WEST.
 AA0767'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 11.9 MILES NORTHEAST
 AA0767'ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0767'SADDLEBUNCH NO 5 CHANNEL.  THE MARK BEARS 14 FEET SOUTHEAST OF THE
 AA0767'CENTERLINE OF THE OLD HIGHWAY BRIDGE, NOW USED AS A FISHING PIER,
 AA0767'AND 2.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE BRIDGE.
 AA0767'THE MARK IS 3 FT BELOW HIGHWAY.
 AA0767
 AA0767                          STATION RECOVERY (1988)
 AA0767
 AA0767'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0767'RECOVERED IN GOOD CONDITION.
 AA0767
 AA0767                          STATION RECOVERY (1989)
 AA0767
 AA0767'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0767'RECOVERED IN GOOD CONDITION.
 AA0767
 AA0767                          STATION RECOVERY (2017)
 AA0767
 AA0767'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0767'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0768 ***********************************************************************
 AA0768  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0768  DESIGNATION -  872 4423 TIDAL 3
 AA0768  PID         -  AA0768
 AA0768  STATE/COUNTY-  FL/MONROE
 AA0768  COUNTRY     -  US
 AA0768  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0768
 AA0768                         *CURRENT SURVEY CONTROL
 AA0768  ______________________________________________________________________
 AA0768* NAD 83(1986) POSITION- 24 36 44.     (N) 081 37 23.     (W)   SCALED
 AA0768* NAVD 88 ORTHO HEIGHT -     0.700 (meters)        2.30  (feet) ADJUSTED
 AA0768  ______________________________________________________________________
 AA0768  GEOID HEIGHT    -        -21.730 (meters)                     GEOID18
 AA0768  DYNAMIC HEIGHT  -          0.699 (meters)        2.29  (feet) COMP
 AA0768  MODELED GRAVITY -    978,963.1   (mgal)                       NAVD 88
 AA0768
 AA0768  VERT ORDER      -  FIRST     CLASS II
 AA0768
 AA0768.The horizontal coordinates were scaled from a map and have
 AA0768.an estimated accuracy of +/- 6 seconds.
 AA0768
 AA0768.The orthometric height was determined by differential leveling and
 AA0768.adjusted by the NATIONAL GEODETIC SURVEY
 AA0768.in June 1991.
 AA0768
 AA0768.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0768.GEOID18 height accuracy estimate available here.
 AA0768
 AA0768.This Tidal Bench Mark is designated as VM 9598
 AA0768.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0768
 AA0768.Click photographs - Photos may exist for this station.
 AA0768
 AA0768.The dynamic height is computed by dividing the NAVD 88
 AA0768.geopotential number by the normal gravity value computed on the
 AA0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0768.degrees latitude (g = 980.6199 gals.).
 AA0768
 AA0768.The modeled gravity was interpolated from observed gravity values.
 AA0768
 AA0768;                    North         East    Units  Estimated Accuracy
 AA0768;SPC FL E     -    31,030.      136,910.      MT  (+/- 180 meters Scaled)
 AA0768
 AA0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH369221(NAD 83)
 AA0768
 AA0768                          SUPERSEDED SURVEY CONTROL
 AA0768
 AA0768  NGVD 29 (09/01/92)    1.112  (m)            3.65   (f) ADJUSTED    1 2
 AA0768
 AA0768.Superseded values are not recommended for survey control.
 AA0768
 AA0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0768.See file dsdata.pdf to determine how the superseded data were derived.
 AA0768
 AA0768_MARKER: DJ = TIDAL STATION DISK
 AA0768_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0768_SP_SET: WINGWALL
 AA0768_STAMPING: NO. 3 1975
 AA0768_MARK LOGO: NOS
 AA0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0768+STABILITY: SURFACE MOTION
 AA0768
 AA0768  HISTORY     - Date     Condition        Report By
 AA0768  HISTORY     - 1975     MONUMENTED       NOS
 AA0768  HISTORY     - 1982     GOOD             FLDNR
 AA0768  HISTORY     - 19881108 GOOD             FLDNR
 AA0768  HISTORY     - 1989     GOOD             USPSQD
 AA0768  HISTORY     - 20170302 MARK NOT FOUND   USPSQD
 AA0768
 AA0768                          STATION DESCRIPTION
 AA0768
 AA0768'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0768'11.9 MI NE FROM KEY WEST.
 AA0768'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 11.9 MILES NORTHEAST
 AA0768'ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0768'SADDLEBUNCH NO 5 CHANNEL.  THE MARK BEARS 41 FEET SOUTHEAST
 AA0768'OF THE CENTERLINE OF THE OLD HIGHWAY BRIDGE, NOW USED AS A
 AA0768'FISHING PIER, AND 35.5 FEET SOUTHEAST OF THE SOUTHEAST EDGE
 AA0768'OF THE BRIDGE.
 AA0768'THE MARK IS 7 FT BELOW HIGHWAY.
 AA0768
 AA0768                          STATION RECOVERY (1988)
 AA0768
 AA0768'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0768'RECOVERED IN GOOD CONDITION.
 AA0768
 AA0768                          STATION RECOVERY (1989)
 AA0768
 AA0768'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0768'RECOVERED IN GOOD CONDITION.
 AA0768
 AA0768                          STATION RECOVERY (2017)
 AA0768
 AA0768'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0768'MISSING, CAN SEE WHERE IT WAS, THE MEASUREMENT FROM THE BRIDGE TO THE
 AA0768'
 AA0768'MISSING PLACE MATCHED THE DISTANCE ON THE DATA SHEET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0771 ***********************************************************************
 AA0771  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0771  DESIGNATION -  872 4423 TIDAL 4
 AA0771  PID         -  AA0771
 AA0771  STATE/COUNTY-  FL/MONROE
 AA0771  COUNTRY     -  US
 AA0771  USGS QUAD   -  SADDLEBUNCH KEYS (2018)
 AA0771
 AA0771                         *CURRENT SURVEY CONTROL
 AA0771  ______________________________________________________________________
 AA0771* NAD 83(1986) POSITION- 24 36 44.     (N) 081 37 23.     (W)   SCALED
 AA0771* NAVD 88 ORTHO HEIGHT -     0.222 (meters)        0.73  (feet) ADJUSTED
 AA0771  ______________________________________________________________________
 AA0771  GEOID HEIGHT    -        -21.730 (meters)                     GEOID18
 AA0771  DYNAMIC HEIGHT  -          0.221 (meters)        0.73  (feet) COMP
 AA0771  MODELED GRAVITY -    978,963.1   (mgal)                       NAVD 88
 AA0771
 AA0771  VERT ORDER      -  SECOND    CLASS I
 AA0771
 AA0771.The horizontal coordinates were scaled from a map and have
 AA0771.an estimated accuracy of +/- 6 seconds.
 AA0771
 AA0771.The orthometric height was determined by differential leveling and
 AA0771.adjusted by the NATIONAL GEODETIC SURVEY
 AA0771.in June 1991.
 AA0771
 AA0771.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0771.GEOID18 height accuracy estimate available here.
 AA0771
 AA0771.This Tidal Bench Mark is designated as VM 9599
 AA0771.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0771
 AA0771.Click photographs - Photos may exist for this station.
 AA0771
 AA0771.The dynamic height is computed by dividing the NAVD 88
 AA0771.geopotential number by the normal gravity value computed on the
 AA0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0771.degrees latitude (g = 980.6199 gals.).
 AA0771
 AA0771.The modeled gravity was interpolated from observed gravity values.
 AA0771
 AA0771;                    North         East    Units  Estimated Accuracy
 AA0771;SPC FL E     -    31,030.      136,910.      MT  (+/- 180 meters Scaled)
 AA0771
 AA0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH369221(NAD 83)
 AA0771
 AA0771                          SUPERSEDED SURVEY CONTROL
 AA0771
 AA0771.No superseded survey control is available for this station.
 AA0771
 AA0771_MARKER: DJ = TIDAL STATION DISK
 AA0771_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0771_SP_SET: POWER POLE FOOTING
 AA0771_STAMPING: NO 4 1975
 AA0771_MARK LOGO: NOS
 AA0771_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0771
 AA0771  HISTORY     - Date     Condition        Report By
 AA0771  HISTORY     - 1975     MONUMENTED       NOS
 AA0771  HISTORY     - 1982     GOOD             FLDNR
 AA0771
 AA0771                          STATION DESCRIPTION
 AA0771
 AA0771'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0771'11.9 MI NE FROM KEY WEST.
 AA0771'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 11.9 MILES
 AA0771'NORTHEAST ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE
 AA0771'OVER SADDLEBUNCH NO 5 CHANNEL.  THE MARK IS SET IN THE CONCRETE
 AA0771'FOOTING OF THE FIRST CONCRETE POWER POLE EAST OF THE BRIDGE,
 AA0771'64 FEET SOUTHEAST OF THE CENTERLINE OF U.S. 1, AND 1 FOOT
 AA0771'NORTHWEST OF THE POWER POLE.
 AA0771'THE MARK IS 9 FT BELOW HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1660 ***********************************************************************
 AA1660  DESIGNATION -  872 4438 G TIDAL
 AA1660  PID         -  AA1660
 AA1660  STATE/COUNTY-  FL/MONROE
 AA1660  COUNTRY     -  US
 AA1660  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1660
 AA1660                         *CURRENT SURVEY CONTROL
 AA1660  ______________________________________________________________________
 AA1660* NAD 83(1986) POSITION- 24 36 12.     (N) 081 38 34.     (W)   SCALED
 AA1660* NAVD 88 ORTHO HEIGHT -     4.546 (meters)       14.91  (feet) ADJUSTED
 AA1660  ______________________________________________________________________
 AA1660  GEOID HEIGHT    -        -21.731 (meters)                     GEOID18
 AA1660  DYNAMIC HEIGHT  -          4.538 (meters)       14.89  (feet) COMP
 AA1660  MODELED GRAVITY -    978,961.9   (mgal)                       NAVD 88
 AA1660
 AA1660  VERT ORDER      -  FIRST     CLASS II
 AA1660
 AA1660.The horizontal coordinates were scaled from a map and have
 AA1660.an estimated accuracy of +/- 6 seconds.
 AA1660
 AA1660.The orthometric height was determined by differential leveling and
 AA1660.adjusted by the NATIONAL GEODETIC SURVEY
 AA1660.in May 1994.
 AA1660
 AA1660.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1660.GEOID18 height accuracy estimate available here.
 AA1660
 AA1660.Click photographs - Photos may exist for this station.
 AA1660
 AA1660.The dynamic height is computed by dividing the NAVD 88
 AA1660.geopotential number by the normal gravity value computed on the
 AA1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1660.degrees latitude (g = 980.6199 gals.).
 AA1660
 AA1660.The modeled gravity was interpolated from observed gravity values.
 AA1660
 AA1660;                    North         East    Units  Estimated Accuracy
 AA1660;SPC FL E     -    30,060.      134,910.      MT  (+/- 180 meters Scaled)
 AA1660
 AA1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH349211(NAD 83)
 AA1660
 AA1660                          SUPERSEDED SURVEY CONTROL
 AA1660
 AA1660  NGVD 29 (09/01/92)    4.962  (m)           16.28   (f) ADJUSTED    1 2
 AA1660
 AA1660.Superseded values are not recommended for survey control.
 AA1660
 AA1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1660.See file dsdata.pdf to determine how the superseded data were derived.
 AA1660
 AA1660_MARKER: DB = BENCH MARK DISK
 AA1660_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1660_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA1660_STAMPING: 4438 G
 AA1660_MARK LOGO: FLDT
 AA1660_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1660_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1660
 AA1660  HISTORY     - Date     Condition        Report By
 AA1660  HISTORY     - UNK      MONUMENTED       FLDT
 AA1660  HISTORY     - 19881108 GOOD             FLDNR
 AA1660  HISTORY     - 20170302 GOOD             USPSQD
 AA1660
 AA1660                          STATION DESCRIPTION
 AA1660
 AA1660'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1660'RECOVERED IN GOOD CONDITION WITH A NEW DESCRIPTION.  TO REACH THE
 AA1660'MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO EAST-NORTHEAST ON U.S.
 AA1660'HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM (2.75 MI) TO THE
 AA1660'INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT BOULEVARDAND GO
 AA1660'NORTHEAST ON U.S. HIGHWAY 1 FOR 13.12 KM (8.15 MI) TO THE WEST END
 AA1660'OF THE BRIDGE OVER SHARK CHANNEL AND THE MARK SET ATOP BRIDGE
 AA1660'GUARDRAIL.  LOCATED 3.05 M (10.01 FT) NORTHEAST OF THE NORTHWEST
 AA1660'CORNER OF THE GUARDRAIL AND 5.58 M (18.31 FT) NORTHWEST OF THE
 AA1660'CENTERLINE OF U.S. HIGHWAY 1.
 AA1660
 AA1660                          STATION RECOVERY (2017)
 AA1660
 AA1660'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA1660'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1661 ***********************************************************************
 AA1661  DESIGNATION -  872 4438 H TIDAL
 AA1661  PID         -  AA1661
 AA1661  STATE/COUNTY-  FL/MONROE
 AA1661  COUNTRY     -  US
 AA1661  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1661
 AA1661                         *CURRENT SURVEY CONTROL
 AA1661  ______________________________________________________________________
 AA1661* NAD 83(1986) POSITION- 24 36 22.     (N) 081 38 14.     (W)   SCALED
 AA1661* NAVD 88 ORTHO HEIGHT -     4.555 (meters)       14.94  (feet) ADJUSTED
 AA1661  ______________________________________________________________________
 AA1661  GEOID HEIGHT    -        -21.730 (meters)                     GEOID18
 AA1661  DYNAMIC HEIGHT  -          4.548 (meters)       14.92  (feet) COMP
 AA1661  MODELED GRAVITY -    978,962.2   (mgal)                       NAVD 88
 AA1661
 AA1661  VERT ORDER      -  FIRST     CLASS II
 AA1661
 AA1661.The horizontal coordinates were scaled from a map and have
 AA1661.an estimated accuracy of +/- 6 seconds.
 AA1661
 AA1661.The orthometric height was determined by differential leveling and
 AA1661.adjusted by the NATIONAL GEODETIC SURVEY
 AA1661.in May 1994.
 AA1661
 AA1661.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1661.GEOID18 height accuracy estimate available here.
 AA1661
 AA1661.Click photographs - Photos may exist for this station.
 AA1661
 AA1661.The dynamic height is computed by dividing the NAVD 88
 AA1661.geopotential number by the normal gravity value computed on the
 AA1661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1661.degrees latitude (g = 980.6199 gals.).
 AA1661
 AA1661.The modeled gravity was interpolated from observed gravity values.
 AA1661
 AA1661;                    North         East    Units  Estimated Accuracy
 AA1661;SPC FL E     -    30,360.      135,470.      MT  (+/- 180 meters Scaled)
 AA1661
 AA1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH354214(NAD 83)
 AA1661
 AA1661                          SUPERSEDED SURVEY CONTROL
 AA1661
 AA1661  NGVD 29 (09/01/92)    4.969  (m)           16.30   (f) ADJUSTED    1 2
 AA1661
 AA1661.Superseded values are not recommended for survey control.
 AA1661
 AA1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1661.See file dsdata.pdf to determine how the superseded data were derived.
 AA1661
 AA1661_MARKER: DB = BENCH MARK DISK
 AA1661_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1661_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA1661_STAMPING: 4438 H
 AA1661_MARK LOGO: FLDT
 AA1661_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1661_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1661+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2017
 AA1661
 AA1661  HISTORY     - Date     Condition        Report By
 AA1661  HISTORY     - UNK      MONUMENTED       FLDT
 AA1661  HISTORY     - 19881108 GOOD             FLDNR
 AA1661  HISTORY     - 20170302 GOOD             USPSQD
 AA1661
 AA1661                          STATION DESCRIPTION
 AA1661
 AA1661'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1661'RECOVERED IN GOOD CONDITION WITH A NEW DESCRIPTION.  TO REACH THE
 AA1661'MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO EAST-NORTHEAST ON U.S.
 AA1661'HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM (2.75 MI) TO THE
 AA1661'INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT BOULEVARDAND GO
 AA1661'NORTHEAST ON U.S. HIGHWAY 1 FOR 12.56 KM (7.80 MI) TO THE EAST END
 AA1661'OF THE BRIDGE OVER SHARK CHANNEL AND THE MARKSOUTHWEST OF THE
 AA1661'SOUTHEAST CORNER OF THE GUARDRAIL AND 2.62 M (8.60 FT) SOUTHEAST OF
 AA1661'THE CENTERLINE OF U.S. HIGHWAY 1.
 AA1661
 AA1661                          STATION RECOVERY (2017)
 AA1661
 AA1661'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA1661'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0986 ***********************************************************************
 AA0986  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0986  DESIGNATION -  872 4438 TIDAL 1
 AA0986  PID         -  AA0986
 AA0986  STATE/COUNTY-  FL/MONROE
 AA0986  COUNTRY     -  US
 AA0986  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA0986
 AA0986                         *CURRENT SURVEY CONTROL
 AA0986  ______________________________________________________________________
 AA0986* NAD 83(1986) POSITION- 24 36 14.     (N) 081 38 41.     (W)   SCALED
 AA0986* NAVD 88 ORTHO HEIGHT -     1.120 (meters)        3.67  (feet) ADJUSTED
 AA0986  ______________________________________________________________________
 AA0986  GEOID HEIGHT    -        -21.728 (meters)                     GEOID18
 AA0986  DYNAMIC HEIGHT  -          1.118 (meters)        3.67  (feet) COMP
 AA0986  MODELED GRAVITY -    978,961.9   (mgal)                       NAVD 88
 AA0986
 AA0986  VERT ORDER      -  FIRST     CLASS II
 AA0986
 AA0986.The horizontal coordinates were scaled from a map and have
 AA0986.an estimated accuracy of +/- 6 seconds.
 AA0986
 AA0986.The orthometric height was determined by differential leveling and
 AA0986.adjusted by the NATIONAL GEODETIC SURVEY
 AA0986.in June 1991.
 AA0986
 AA0986.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0986.GEOID18 height accuracy estimate available here.
 AA0986
 AA0986.This Tidal Bench Mark is designated as VM 11095
 AA0986.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0986
 AA0986.Click photographs - Photos may exist for this station.
 AA0986
 AA0986.The dynamic height is computed by dividing the NAVD 88
 AA0986.geopotential number by the normal gravity value computed on the
 AA0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0986.degrees latitude (g = 980.6199 gals.).
 AA0986
 AA0986.The modeled gravity was interpolated from observed gravity values.
 AA0986
 AA0986;                    North         East    Units  Estimated Accuracy
 AA0986;SPC FL E     -    30,120.      134,710.      MT  (+/- 180 meters Scaled)
 AA0986
 AA0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH347212(NAD 83)
 AA0986
 AA0986                          SUPERSEDED SURVEY CONTROL
 AA0986
 AA0986  NGVD 29 (09/01/92)    1.535  (m)            5.04   (f) ADJUSTED    1 2
 AA0986
 AA0986.Superseded values are not recommended for survey control.
 AA0986
 AA0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0986.See file dsdata.pdf to determine how the superseded data were derived.
 AA0986
 AA0986_MARKER: DJ = TIDAL STATION DISK
 AA0986_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0986_SP_SET: WINGWALL
 AA0986_STAMPING: NO. 1 1973
 AA0986_MARK LOGO: NOS
 AA0986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0986+STABILITY: SURFACE MOTION
 AA0986
 AA0986  HISTORY     - Date     Condition        Report By
 AA0986  HISTORY     - 1973     MONUMENTED       NOS
 AA0986  HISTORY     - 1982     GOOD             FLDNR
 AA0986  HISTORY     - 19881108 GOOD             FLDNR
 AA0986  HISTORY     - 1989     GOOD             USPSQD
 AA0986  HISTORY     - 20170302 GOOD             USPSQD
 AA0986
 AA0986                          STATION DESCRIPTION
 AA0986
 AA0986'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0986'10.55 MI NE FROM KEY WEST.
 AA0986'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.55 MILES
 AA0986'NORTHEAST ON U.S. HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE
 AA0986'OVER SHARK CHANNEL.  THE MARK IS SET IN THE WINGWALL OF THE OLD
 AA0986'HIGHWAY BRIDGE, NOW USED AS A FISHING PIER, 30 FEET NORTHWEST OF
 AA0986'THE NORTHWEST EDGE OF THE OLD BRIDGE, AND IS UNDERNEATH THE NEW
 AA0986'BRIDGE.  A LEVEL ROD WILL NOT FIT ON THE MARK.  A TAPE IS NEEDED
 AA0986'FOR LEVELING.
 AA0986'THE MARK IS 10 FT BELOW U.S. HIGHWAY 1.
 AA0986
 AA0986                          STATION RECOVERY (1988)
 AA0986
 AA0986'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0986'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT ADD THAT THE MARK
 AA0986'IS 1.98 M (6.50 FT) NORTHWEST OF THE SOUTH SIDE OF THE NEW BRIDGE AND
 AA0986'2.56 M (8.40 FT) UNDER IT.
 AA0986
 AA0986                          STATION RECOVERY (1989)
 AA0986
 AA0986'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0986'RECOVERED IN GOOD CONDITION.
 AA0986
 AA0986                          STATION RECOVERY (2017)
 AA0986
 AA0986'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0986'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0988 ***********************************************************************
 AA0988  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0988  DESIGNATION -  872 4438 TIDAL 2
 AA0988  PID         -  AA0988
 AA0988  STATE/COUNTY-  FL/MONROE
 AA0988  COUNTRY     -  US
 AA0988  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA0988
 AA0988                         *CURRENT SURVEY CONTROL
 AA0988  ______________________________________________________________________
 AA0988* NAD 83(1986) POSITION- 24 36 12.17   (N) 081 38 34.70   (W)   HD_HELD1
 AA0988* NAVD 88 ORTHO HEIGHT -     3.860 (meters)       12.66  (feet) ADJUSTED
 AA0988  ______________________________________________________________________
 AA0988  GEOID HEIGHT    -        -21.730 (meters)                     GEOID18
 AA0988  DYNAMIC HEIGHT  -          3.854 (meters)       12.64  (feet) COMP
 AA0988  MODELED GRAVITY -    978,961.9   (mgal)                       NAVD 88
 AA0988
 AA0988  VERT ORDER      -  FIRST     CLASS II
 AA0988
 AA0988.The horizontal coordinates were determined by differentially corrected
 AA0988.hand held GPS observations or other comparable positioning techniques
 AA0988.and have an estimated accuracy of +/- 3 meters.
 AA0988
 AA0988.The orthometric height was determined by differential leveling and
 AA0988.adjusted by the NATIONAL GEODETIC SURVEY
 AA0988.in May 1994.
 AA0988
 AA0988.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0988.GEOID18 height accuracy estimate available here.
 AA0988
 AA0988.This Tidal Bench Mark is designated as VM 11096
 AA0988.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0988
 AA0988.Click photographs - Photos may exist for this station.
 AA0988
 AA0988.The dynamic height is computed by dividing the NAVD 88
 AA0988.geopotential number by the normal gravity value computed on the
 AA0988.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0988.degrees latitude (g = 980.6199 gals.).
 AA0988
 AA0988.The modeled gravity was interpolated from observed gravity values.
 AA0988
 AA0988;                    North         East    Units  Estimated Accuracy
 AA0988;SPC FL E     -    30,062.1     134,888.0     MT  (+/- 3 meters HH1 GPS) 
 AA0988
 AA0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH3491021183(NAD 83)
 AA0988
 AA0988                          SUPERSEDED SURVEY CONTROL
 AA0988
 AA0988  NAVD 88 (06/15/91)    3.863  (m)           12.67   (f) SUPERSEDED  1 2
 AA0988  NGVD 29 (09/01/92)    4.275  (m)           14.03   (f) ADJUSTED    1 2
 AA0988
 AA0988.Superseded values are not recommended for survey control.
 AA0988
 AA0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0988.See file dsdata.pdf to determine how the superseded data were derived.
 AA0988
 AA0988_MARKER: DJ = TIDAL STATION DISK
 AA0988_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0988_SP_SET: BRIDGE CURB
 AA0988_STAMPING: NO. 2 1973
 AA0988_MARK LOGO: NOS
 AA0988_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0988
 AA0988  HISTORY     - Date     Condition        Report By
 AA0988  HISTORY     - 1973     MONUMENTED       NOS
 AA0988  HISTORY     - 1982     GOOD             FLDNR
 AA0988  HISTORY     - 19881108 GOOD             FLDNR
 AA0988  HISTORY     - 1989     GOOD             USPSQD
 AA0988  HISTORY     - 20170302 GOOD             USPSQD
 AA0988
 AA0988                          STATION DESCRIPTION
 AA0988
 AA0988'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0988'10.55 MI NE FROM KEY WEST.
 AA0988'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.55 MILES
 AA0988'NORTHEAST ON U.S. HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE
 AA0988'OVER SHARK CHANNEL.  THE MARK IS IN THE SOUTHEAST CURB OF THE
 AA0988'OLD HIGHWAY BRIDGE, NOW USED AS A FISHING PIER, AT THE SOUTHWEST
 AA0988'END OF THE BRIDGE.
 AA0988'THE MARK IS 1 FT BELOW U.S. HIGHWAY 1.
 AA0988
 AA0988                          STATION RECOVERY (1988)
 AA0988
 AA0988'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0988'RECOVERED IN GOOD CONDITION.
 AA0988
 AA0988                          STATION RECOVERY (1989)
 AA0988
 AA0988'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0988'RECOVERED IN GOOD CONDITION.
 AA0988
 AA0988                          STATION RECOVERY (2017)
 AA0988
 AA0988'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0988'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0987 ***********************************************************************
 AA0987  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0987  DESIGNATION -  872 4438 TIDAL 3
 AA0987  PID         -  AA0987
 AA0987  STATE/COUNTY-  FL/MONROE
 AA0987  COUNTRY     -  US
 AA0987  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA0987
 AA0987                         *CURRENT SURVEY CONTROL
 AA0987  ______________________________________________________________________
 AA0987* NAD 83(1986) POSITION- 24 36 14.     (N) 081 38 41.     (W)   SCALED
 AA0987* NAVD 88 ORTHO HEIGHT -     2.090 (meters)        6.86  (feet) ADJUSTED
 AA0987  ______________________________________________________________________
 AA0987  GEOID HEIGHT    -        -21.728 (meters)                     GEOID18
 AA0987  DYNAMIC HEIGHT  -          2.086 (meters)        6.84  (feet) COMP
 AA0987  MODELED GRAVITY -    978,961.9   (mgal)                       NAVD 88
 AA0987
 AA0987  VERT ORDER      -  FIRST     CLASS II
 AA0987
 AA0987.The horizontal coordinates were scaled from a map and have
 AA0987.an estimated accuracy of +/- 6 seconds.
 AA0987
 AA0987.The orthometric height was determined by differential leveling and
 AA0987.adjusted by the NATIONAL GEODETIC SURVEY
 AA0987.in June 1991.
 AA0987
 AA0987.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0987.GEOID18 height accuracy estimate available here.
 AA0987
 AA0987.This Tidal Bench Mark is designated as VM 11097
 AA0987.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0987
 AA0987.Click photographs - Photos may exist for this station.
 AA0987
 AA0987.The dynamic height is computed by dividing the NAVD 88
 AA0987.geopotential number by the normal gravity value computed on the
 AA0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0987.degrees latitude (g = 980.6199 gals.).
 AA0987
 AA0987.The modeled gravity was interpolated from observed gravity values.
 AA0987
 AA0987;                    North         East    Units  Estimated Accuracy
 AA0987;SPC FL E     -    30,120.      134,710.      MT  (+/- 180 meters Scaled)
 AA0987
 AA0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH347212(NAD 83)
 AA0987
 AA0987                          SUPERSEDED SURVEY CONTROL
 AA0987
 AA0987  NGVD 29 (09/01/92)    2.504  (m)            8.22   (f) ADJUSTED    1 2
 AA0987
 AA0987.Superseded values are not recommended for survey control.
 AA0987
 AA0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0987.See file dsdata.pdf to determine how the superseded data were derived.
 AA0987
 AA0987_MARKER: DJ = TIDAL STATION DISK
 AA0987_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0987_SP_SET: WINGWALL
 AA0987_STAMPING: NO. 3 1973
 AA0987_MARK LOGO: NOS
 AA0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0987+STABILITY: SURFACE MOTION
 AA0987
 AA0987  HISTORY     - Date     Condition        Report By
 AA0987  HISTORY     - 1973     MONUMENTED       NOS
 AA0987  HISTORY     - 1982     GOOD             FLDNR
 AA0987  HISTORY     - 19881108 GOOD             FLDNR
 AA0987  HISTORY     - 1989     GOOD             USPSQD
 AA0987  HISTORY     - 20170302 GOOD             USPSQD
 AA0987
 AA0987                          STATION DESCRIPTION
 AA0987
 AA0987'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0987'10.55 MI NE FROM KEY WEST.
 AA0987'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.55 MILES
 AA0987'NORTHEAST ON U.S. HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE
 AA0987'OVER SHARK CHANNEL.  THE MARK IS SET IN THE WINGWALL OF THE OLD
 AA0987'HIGHWAY BRIDGE, NOW USED AS A FISHING PIER, 12.9 FEET SOUTHEAST
 AA0987'OF THE SOUTHWEST END OF THE SOUTHEAST BRIDGE GUARDRAIL.
 AA0987'THE MARK IS 6 FT BELOW U.S. HIGHWAY 1.
 AA0987
 AA0987                          STATION RECOVERY (1988)
 AA0987
 AA0987'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0987'RECOVERED IN GOOD CONDITION.
 AA0987
 AA0987                          STATION RECOVERY (1989)
 AA0987
 AA0987'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0987'RECOVERED IN GOOD CONDITION.
 AA0987
 AA0987                          STATION RECOVERY (2017)
 AA0987
 AA0987'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0987'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0999 ***********************************************************************
 AA0999  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0999  DESIGNATION -  872 4447 TIDAL 1
 AA0999  PID         -  AA0999
 AA0999  STATE/COUNTY-  FL/MONROE
 AA0999  COUNTRY     -  US
 AA0999  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA0999
 AA0999                         *CURRENT SURVEY CONTROL
 AA0999  ______________________________________________________________________
 AA0999* NAD 83(1986) POSITION- 24 35 02.     (N) 081 39 17.     (W)   SCALED
 AA0999* NAVD 88 ORTHO HEIGHT -     0.034 (meters)        0.11  (feet) ADJUSTED
 AA0999  ______________________________________________________________________
 AA0999  GEOID HEIGHT    -        -21.759 (meters)                     GEOID18
 AA0999  DYNAMIC HEIGHT  -          0.034 (meters)        0.11  (feet) COMP
 AA0999  MODELED GRAVITY -    978,959.6   (mgal)                       NAVD 88
 AA0999
 AA0999  VERT ORDER      -  FIRST     CLASS II
 AA0999
 AA0999.The horizontal coordinates were scaled from a map and have
 AA0999.an estimated accuracy of +/- 6 seconds.
 AA0999
 AA0999.The orthometric height was determined by differential leveling and
 AA0999.adjusted by the NATIONAL GEODETIC SURVEY
 AA0999.in June 1991.
 AA0999
 AA0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0999.GEOID18 height accuracy estimate available here.
 AA0999
 AA0999.This Tidal Bench Mark is designated as VM 11089
 AA0999.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0999
 AA0999.Click photographs - Photos may exist for this station.
 AA0999
 AA0999.The dynamic height is computed by dividing the NAVD 88
 AA0999.geopotential number by the normal gravity value computed on the
 AA0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0999.degrees latitude (g = 980.6199 gals.).
 AA0999
 AA0999.The modeled gravity was interpolated from observed gravity values.
 AA0999
 AA0999;                    North         East    Units  Estimated Accuracy
 AA0999;SPC FL E     -    27,910.      133,690.      MT  (+/- 180 meters Scaled)
 AA0999
 AA0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337190(NAD 83)
 AA0999
 AA0999                          SUPERSEDED SURVEY CONTROL
 AA0999
 AA0999  NGVD 29 (09/01/92)    0.448  (m)            1.47   (f) ADJUSTED    1 2
 AA0999
 AA0999.Superseded values are not recommended for survey control.
 AA0999
 AA0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0999.See file dsdata.pdf to determine how the superseded data were derived.
 AA0999
 AA0999_MARKER: DJ = TIDAL STATION DISK
 AA0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0999_STAMPING: NO. 1 1974
 AA0999_MARK LOGO: NOS
 AA0999_PROJECTION: PROJECTING 3 CENTIMETERS
 AA0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0999+STABILITY: SURFACE MOTION
 AA0999
 AA0999  HISTORY     - Date     Condition        Report By
 AA0999  HISTORY     - 1974     MONUMENTED       NOS
 AA0999  HISTORY     - 1982     GOOD             FLDNR
 AA0999  HISTORY     - 19881108 GOOD             FLDNR
 AA0999  HISTORY     - 1989     GOOD             USPSQD
 AA0999
 AA0999                          STATION DESCRIPTION
 AA0999
 AA0999'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0999'11.7 MI NE FROM KEY WEST.
 AA0999'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.0 MILES
 AA0999'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD
 AA0999'C 941, GO 1.3 MILES SOUTHERLY ON C 941 TO AN UNMAINTAINED
 AA0999'DIRT ROAD AT THE SOUTH END OF THE FILLED LAND, GO 0.2 MILE
 AA0999'WEST ON THE DIRT ROAD TO A TRACK ROAD PARALLELING THE
 AA0999'WESTERNMOST CANAL ON THE FILLED LAND, GO 0.2 MILE NORTH ON
 AA0999'THE TRACK ROAD TO THE END OF THE CANAL AND THE MARK VICINITY.
 AA0999'THE MARK BEARS 239 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 AA0999'THE EAST-WEST CANAL AND 14 FEET EAST OF THE WATERS EDGE AT
 AA0999'THE WEST SIDE OF THE FILL.
 AA0999
 AA0999                          STATION RECOVERY (1988)
 AA0999
 AA0999'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0999'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA0999'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA0999'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA0999'BOULEVARDAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 11.67 KM (7.25 MI)
 AA0999'TO THE JUNCTION OF COUNTY ROAD C-941TO AN UNMAINTAINED DIRT ROADTO A
 AA0999'TRACK ROAD LEADING NORTHEASTERLY OF THE WESTER MOST CANALTO THE END
 AA0999'OF THE CANAL AND THE MARK VICINITY.  LOCATED 72.85 M (239.01 FT)
 AA0999'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CANALEAST OF THE WATERS EDGE
 AA0999'AT THE WEST SIDE OF THE FILLSOUTHWEST OF BENCH MARK NO.3 1974 AND
 AA0999'28.96 M (95.01 FT) SOUTH-SOUTHWEST OF BENCH MARK NO. 5 1974.
 AA0999
 AA0999                          STATION RECOVERY (1989)
 AA0999
 AA0999'RECOVERY NOTE BY US POWER SQUADRON 1989 (FWL)
 AA0999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0997 ***********************************************************************
 AA0997  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0997  DESIGNATION -  872 4447 TIDAL 2
 AA0997  PID         -  AA0997
 AA0997  STATE/COUNTY-  FL/MONROE
 AA0997  COUNTRY     -  US
 AA0997  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA0997
 AA0997                         *CURRENT SURVEY CONTROL
 AA0997  ______________________________________________________________________
 AA0997* NAD 83(1986) POSITION- 24 35 02.     (N) 081 39 17.     (W)   SCALED
 AA0997* NAVD 88 ORTHO HEIGHT -     0.256 (meters)        0.84  (feet) ADJUSTED
 AA0997  ______________________________________________________________________
 AA0997  GEOID HEIGHT    -        -21.759 (meters)                     GEOID18
 AA0997  DYNAMIC HEIGHT  -          0.255 (meters)        0.84  (feet) COMP
 AA0997  MODELED GRAVITY -    978,959.6   (mgal)                       NAVD 88
 AA0997
 AA0997  VERT ORDER      -  FIRST     CLASS II
 AA0997
 AA0997.The horizontal coordinates were scaled from a map and have
 AA0997.an estimated accuracy of +/- 6 seconds.
 AA0997
 AA0997.The orthometric height was determined by differential leveling and
 AA0997.adjusted by the NATIONAL GEODETIC SURVEY
 AA0997.in June 1991.
 AA0997
 AA0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0997.GEOID18 height accuracy estimate available here.
 AA0997
 AA0997.This Tidal Bench Mark is designated as VM 11090
 AA0997.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0997
 AA0997.Click photographs - Photos may exist for this station.
 AA0997
 AA0997.The dynamic height is computed by dividing the NAVD 88
 AA0997.geopotential number by the normal gravity value computed on the
 AA0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0997.degrees latitude (g = 980.6199 gals.).
 AA0997
 AA0997.The modeled gravity was interpolated from observed gravity values.
 AA0997
 AA0997;                    North         East    Units  Estimated Accuracy
 AA0997;SPC FL E     -    27,910.      133,690.      MT  (+/- 180 meters Scaled)
 AA0997
 AA0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337190(NAD 83)
 AA0997
 AA0997                          SUPERSEDED SURVEY CONTROL
 AA0997
 AA0997  NGVD 29 (09/01/92)    0.670  (m)            2.20   (f) ADJUSTED    1 2
 AA0997
 AA0997.Superseded values are not recommended for survey control.
 AA0997
 AA0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0997.See file dsdata.pdf to determine how the superseded data were derived.
 AA0997
 AA0997_MARKER: DJ = TIDAL STATION DISK
 AA0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0997_STAMPING: NO. 2 1974
 AA0997_MARK LOGO: NOS
 AA0997_PROJECTION: PROJECTING 3 CENTIMETERS
 AA0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0997+STABILITY: SURFACE MOTION
 AA0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0997+SATELLITE: SATELLITE OBSERVATIONS - March 04, 2017
 AA0997
 AA0997  HISTORY     - Date     Condition        Report By
 AA0997  HISTORY     - 1974     MONUMENTED       NOS
 AA0997  HISTORY     - 1982     GOOD             FLDNR
 AA0997  HISTORY     - 19881108 GOOD             FLDNR
 AA0997  HISTORY     - 1989     GOOD             USPSQD
 AA0997  HISTORY     - 20170304 GOOD             USPSQD
 AA0997
 AA0997                          STATION DESCRIPTION
 AA0997
 AA0997'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0997'11.7 MI NE FROM KEY WEST.
 AA0997'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.0 MILES
 AA0997'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY
 AA0997'ROAD C 941, GO 1.3 MILES SOUTHERLY ON C 941 TO AN UNMAINTAINED
 AA0997'DIRT ROAD AT THE SOUTH END OF THE FILLED LAND, GO 0.2 MILE WEST
 AA0997'ON THE DIRT ROAD TO A TRACK ROAD PARALLELING THE WESTERNMOST
 AA0997'CANAL ON THE FILLED LAND, GO 0.2 MILE NORTH ON
 AA0997'THE TRACK ROAD TO THE END OF THE CANAL AND
 AA0997'THE MARK VICINITY.  THE MARK BEARS 204 FEET WEST OF
 AA0997'THE SOUTHWEST CORNER OF THE EAST-WEST CANAL AND 18 FEET EAST OF
 AA0997'THE WATERS EDGE AT THE WEST SIDE OF THE FILL.
 AA0997
 AA0997                          STATION RECOVERY (1988)
 AA0997
 AA0997'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0997'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA0997'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA0997'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA0997'BOULEVARDAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 11.67 KM (7.25 MI)
 AA0997'TO THE JUNCTION OF COUNTY ROAD C-941TO AN UNMAINTAINED DIRT ROADTO A
 AA0997'TRACK ROAD LEADING NORTHEASTERLY OF THE WESTER MOST CANALTO THE END
 AA0997'OF THE CANAL AND THE VICINITY OF THE MARK.  LOCATED 62.18 M (204.00
 AA0997'FT) WEST OF THE SOUTHWEST CORNER OF THE CANALEAST OF THE WATERS EDGE
 AA0997'AT THE WEST SIDE OF THE FILL AND 36.06 M (118.31 FT) NORTH OF BENCH
 AA0997'MARK NO.4 1974.
 AA0997
 AA0997                          STATION RECOVERY (1989)
 AA0997
 AA0997'RECOVERY NOTE BY US POWER SQUADRON 1989 (FWL)
 AA0997'RECOVERED IN GOOD CONDITION.
 AA0997
 AA0997                          STATION RECOVERY (2017)
 AA0997
 AA0997'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0997'RECOVERED IN GOOD CONDITION.
 AA0997'THE NAVY HAS CHANGED THE LAND ADDING CANALS AND LOWING THE LAND TO
 AA0997'TURN
 AA0997'IT INTO WET LANDS. IT IS LOCATED ON THE NORTHWEST CORNER OF THE SECOND
 AA0997'
 AA0997'EAST WEST CANAL ABOUT 3 FEET IN FROM BOTH CANALS. CAN BE SEEN AND GAIN
 AA0997'
 AA0997'ACCESS FROM A BOAT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0996 ***********************************************************************
 AA0996  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0996  DESIGNATION -  872 4447 TIDAL 3
 AA0996  PID         -  AA0996
 AA0996  STATE/COUNTY-  FL/MONROE
 AA0996  COUNTRY     -  US
 AA0996  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA0996
 AA0996                         *CURRENT SURVEY CONTROL
 AA0996  ______________________________________________________________________
 AA0996* NAD 83(1986) POSITION- 24 35 02.     (N) 081 39 17.     (W)   SCALED
 AA0996* NAVD 88 ORTHO HEIGHT -     0.059 (meters)        0.19  (feet) ADJUSTED
 AA0996  ______________________________________________________________________
 AA0996  GEOID HEIGHT    -        -21.759 (meters)                     GEOID18
 AA0996  DYNAMIC HEIGHT  -          0.059 (meters)        0.19  (feet) COMP
 AA0996  MODELED GRAVITY -    978,959.6   (mgal)                       NAVD 88
 AA0996
 AA0996  VERT ORDER      -  FIRST     CLASS II
 AA0996
 AA0996.The horizontal coordinates were scaled from a map and have
 AA0996.an estimated accuracy of +/- 6 seconds.
 AA0996
 AA0996.The orthometric height was determined by differential leveling and
 AA0996.adjusted by the NATIONAL GEODETIC SURVEY
 AA0996.in June 1991.
 AA0996
 AA0996.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0996.GEOID18 height accuracy estimate available here.
 AA0996
 AA0996.This Tidal Bench Mark is designated as VM 11091
 AA0996.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0996
 AA0996.Click photographs - Photos may exist for this station.
 AA0996
 AA0996.The dynamic height is computed by dividing the NAVD 88
 AA0996.geopotential number by the normal gravity value computed on the
 AA0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0996.degrees latitude (g = 980.6199 gals.).
 AA0996
 AA0996.The modeled gravity was interpolated from observed gravity values.
 AA0996
 AA0996;                    North         East    Units  Estimated Accuracy
 AA0996;SPC FL E     -    27,910.      133,690.      MT  (+/- 180 meters Scaled)
 AA0996
 AA0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337190(NAD 83)
 AA0996
 AA0996                          SUPERSEDED SURVEY CONTROL
 AA0996
 AA0996  NGVD 29 (09/01/92)    0.473  (m)            1.55   (f) ADJUSTED    1 2
 AA0996
 AA0996.Superseded values are not recommended for survey control.
 AA0996
 AA0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0996.See file dsdata.pdf to determine how the superseded data were derived.
 AA0996
 AA0996_MARKER: DJ = TIDAL STATION DISK
 AA0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0996_STAMPING: NO. 3 1974
 AA0996_MARK LOGO: NOS
 AA0996_PROJECTION: PROJECTING 3 CENTIMETERS
 AA0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0996+STABILITY: SURFACE MOTION
 AA0996
 AA0996  HISTORY     - Date     Condition        Report By
 AA0996  HISTORY     - 1974     MONUMENTED       NOS
 AA0996  HISTORY     - 1982     GOOD             FLDNR
 AA0996  HISTORY     - 19881108 GOOD             FLDNR
 AA0996  HISTORY     - 1989     GOOD             USPSQD
 AA0996
 AA0996                          STATION DESCRIPTION
 AA0996
 AA0996'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0996'11.7 MI NE FROM KEY WEST.
 AA0996'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.0 MILES
 AA0996'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD
 AA0996'C 941, GO 1.3 MILES SOUTHERLY ON C 941 TO AN UNMAINTAINED DIRT
 AA0996'ROAD AT THE SOUTH END OF THE FILLED LAND, GO 0.2 MILE WEST ON
 AA0996'THE DIRT ROAD TO A TRACK ROAD PARALLELING THE WESTERNMOST CANAL
 AA0996'ON THE FILLED LAND, GO 0.2 MILE NORTH ON THE TRACK ROAD TO THE
 AA0996'END OF THE CANAL AND THE MARK VICINITY.  THE MARK BEARS 4 FEET
 AA0996'SOUTH OF THE SOUTHWEST CORNER OF THE EAST-WEST CANAL, AND 219
 AA0996'FEET EAST OF THE WATERS EDGE AT THE WEST SIDE OF THE FILL.
 AA0996
 AA0996                          STATION RECOVERY (1988)
 AA0996
 AA0996'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0996'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA0996'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA0996'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA0996'BOULEVARD , TURNAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 11.67 KM
 AA0996'(7.25 MI) TO THE JUNCTION OF COUNTY ROAD C-941TO AN UNMAINTAINED DIRT
 AA0996'ROADTO A TRACK ROAD LEADING NORTHEASTERLY OF THE WEST MOST CANALTO
 AA0996'THE END OF THE CANAL AND THE MARK VICINITY.  LOCATED 1.22 M (4.00 FT)
 AA0996'SOUTH OF THE SOUTHWEST CORNER OF THE CANALEAST OF THE WATERS EDGE AT
 AA0996'THE WEST SIDE OF THE FILL AND 15.7 M (51.5 FT) SOUTH-SOUTHWEST OF THE
 AA0996'BENCHMARK NO.4 1974.
 AA0996
 AA0996                          STATION RECOVERY (1989)
 AA0996
 AA0996'RECOVERY NOTE BY US POWER SQUADRON 1989 (FWL)
 AA0996'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0995 ***********************************************************************
 AA0995  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0995  DESIGNATION -  872 4447 TIDAL 4
 AA0995  PID         -  AA0995
 AA0995  STATE/COUNTY-  FL/MONROE
 AA0995  COUNTRY     -  US
 AA0995  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA0995
 AA0995                         *CURRENT SURVEY CONTROL
 AA0995  ______________________________________________________________________
 AA0995* NAD 83(1986) POSITION- 24 35 02.     (N) 081 39 17.     (W)   SCALED
 AA0995* NAVD 88 ORTHO HEIGHT -     0.031 (meters)        0.10  (feet) ADJUSTED
 AA0995  ______________________________________________________________________
 AA0995  GEOID HEIGHT    -        -21.759 (meters)                     GEOID18
 AA0995  DYNAMIC HEIGHT  -          0.031 (meters)        0.10  (feet) COMP
 AA0995  MODELED GRAVITY -    978,959.6   (mgal)                       NAVD 88
 AA0995
 AA0995  VERT ORDER      -  FIRST     CLASS II
 AA0995
 AA0995.The horizontal coordinates were scaled from a map and have
 AA0995.an estimated accuracy of +/- 6 seconds.
 AA0995
 AA0995.The orthometric height was determined by differential leveling and
 AA0995.adjusted by the NATIONAL GEODETIC SURVEY
 AA0995.in June 1991.
 AA0995
 AA0995.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0995.GEOID18 height accuracy estimate available here.
 AA0995
 AA0995.This Tidal Bench Mark is designated as VM 11092
 AA0995.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0995
 AA0995.Click photographs - Photos may exist for this station.
 AA0995
 AA0995.The dynamic height is computed by dividing the NAVD 88
 AA0995.geopotential number by the normal gravity value computed on the
 AA0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0995.degrees latitude (g = 980.6199 gals.).
 AA0995
 AA0995.The modeled gravity was interpolated from observed gravity values.
 AA0995
 AA0995;                    North         East    Units  Estimated Accuracy
 AA0995;SPC FL E     -    27,910.      133,690.      MT  (+/- 180 meters Scaled)
 AA0995
 AA0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337190(NAD 83)
 AA0995
 AA0995                          SUPERSEDED SURVEY CONTROL
 AA0995
 AA0995  NGVD 29 (09/01/92)    0.446  (m)            1.46   (f) ADJUSTED    1 2
 AA0995
 AA0995.Superseded values are not recommended for survey control.
 AA0995
 AA0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0995.See file dsdata.pdf to determine how the superseded data were derived.
 AA0995
 AA0995_MARKER: DJ = TIDAL STATION DISK
 AA0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0995_STAMPING: NO. 4 1974
 AA0995_MARK LOGO: NOS
 AA0995_PROJECTION: PROJECTING 3 CENTIMETERS
 AA0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0995+STABILITY: SURFACE MOTION
 AA0995
 AA0995  HISTORY     - Date     Condition        Report By
 AA0995  HISTORY     - 1974     MONUMENTED       NOS
 AA0995  HISTORY     - 1982     GOOD             FLDNR
 AA0995  HISTORY     - 19881108 GOOD             FLDNR
 AA0995  HISTORY     - 1989     POOR             USPSQD
 AA0995
 AA0995                          STATION DESCRIPTION
 AA0995
 AA0995'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0995'11.7 MI NE FROM KEY WEST.
 AA0995'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.0 MILES
 AA0995'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD
 AA0995'C 941, GO 1.3 MILES SOUTHERLY ON C 941 TO AN UNMAINTAINED
 AA0995'DIRT ROAD AT THE SOUTH END OF THE FILLED LAND, GO 0.2 MILE
 AA0995'WEST ON THE DIRT ROAD TO A TRACK ROAD PARALLELING THE
 AA0995'WESTERNMOST CANAL ON THE FILLED LAND, GO 0.2 MILE NORTH ON
 AA0995'THE TRACK ROAD TO THE END OF THE CANAL AND THE MARK VICINITY.
 AA0995'THE MARK BEARS 3.5 FEET NORTH OF THE NORTHWEST CORNER OF THE
 AA0995'EAST-WEST CANAL AND 219 FEET EAST OF THE WATERS EDGE AT THE
 AA0995'WEST SIDE OF THE FILL.
 AA0995
 AA0995                          STATION RECOVERY (1988)
 AA0995
 AA0995'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0995'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA0995'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA0995'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA0995'BOULEVARDAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 11.67 KM (7.25 MI)
 AA0995'TO THE JUNCTION OF COUNTY ROAD C-941.  TURN SOUTHERLY ONTO COUNTY
 AA0995'ROAD C-941 FOR 2.09 KM (1.30 MI) TO AN UNMAINTAINED DIRT ROADON THE
 AA0995'DIRT ROAD TO A TRACK ROAD LEADING NORTHEASTERLY OF THE WESTER MOST
 AA0995'CANALNORTHEASTERLY AND THEN NORTHWESTERLY ON THE TRACK ROAD TO THE
 AA0995'END OF THE CANAL AND THE MARK VICINITY.  LOCATED 1.07 M (3.51 FT)
 AA0995'NORTH OF THE NORTHWEST CORNER OF THE CANAL 66.8 M (219.2 FT) EAST OF
 AA0995'THE WATERS EDGE AT THE WEST SIDE OF THE FILL.
 AA0995
 AA0995                          STATION RECOVERY (1989)
 AA0995
 AA0995'RECOVERY NOTE BY US POWER SQUADRON 1989 (FWL)
 AA0995'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0998 ***********************************************************************
 AA0998  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0998  DESIGNATION -  872 4447 TIDAL 5
 AA0998  PID         -  AA0998
 AA0998  STATE/COUNTY-  FL/MONROE
 AA0998  COUNTRY     -  US
 AA0998  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA0998
 AA0998                         *CURRENT SURVEY CONTROL
 AA0998  ______________________________________________________________________
 AA0998* NAD 83(1986) POSITION- 24 35 02.     (N) 081 39 17.     (W)   SCALED
 AA0998* NAVD 88 ORTHO HEIGHT -     0.053 (meters)        0.17  (feet) ADJUSTED
 AA0998  ______________________________________________________________________
 AA0998  GEOID HEIGHT    -        -21.759 (meters)                     GEOID18
 AA0998  DYNAMIC HEIGHT  -          0.053 (meters)        0.17  (feet) COMP
 AA0998  MODELED GRAVITY -    978,959.6   (mgal)                       NAVD 88
 AA0998
 AA0998  VERT ORDER      -  FIRST     CLASS II
 AA0998
 AA0998.The horizontal coordinates were scaled from a map and have
 AA0998.an estimated accuracy of +/- 6 seconds.
 AA0998
 AA0998.The orthometric height was determined by differential leveling and
 AA0998.adjusted by the NATIONAL GEODETIC SURVEY
 AA0998.in June 1991.
 AA0998
 AA0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0998.GEOID18 height accuracy estimate available here.
 AA0998
 AA0998.This Tidal Bench Mark is designated as VM 11093
 AA0998.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0998
 AA0998.Click photographs - Photos may exist for this station.
 AA0998
 AA0998.The dynamic height is computed by dividing the NAVD 88
 AA0998.geopotential number by the normal gravity value computed on the
 AA0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0998.degrees latitude (g = 980.6199 gals.).
 AA0998
 AA0998.The modeled gravity was interpolated from observed gravity values.
 AA0998
 AA0998;                    North         East    Units  Estimated Accuracy
 AA0998;SPC FL E     -    27,910.      133,690.      MT  (+/- 180 meters Scaled)
 AA0998
 AA0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337190(NAD 83)
 AA0998
 AA0998                          SUPERSEDED SURVEY CONTROL
 AA0998
 AA0998  NGVD 29 (09/01/92)    0.468  (m)            1.54   (f) ADJUSTED    1 2
 AA0998
 AA0998.Superseded values are not recommended for survey control.
 AA0998
 AA0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0998.See file dsdata.pdf to determine how the superseded data were derived.
 AA0998
 AA0998_MARKER: DJ = TIDAL STATION DISK
 AA0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0998_STAMPING: NO. 5 1974
 AA0998_MARK LOGO: NOS
 AA0998_PROJECTION: PROJECTING 3 CENTIMETERS
 AA0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0998+STABILITY: SURFACE MOTION
 AA0998
 AA0998  HISTORY     - Date     Condition        Report By
 AA0998  HISTORY     - 1974     MONUMENTED       NOS
 AA0998  HISTORY     - 1982     GOOD             FLDNR
 AA0998  HISTORY     - 19881108 GOOD             FLDNR
 AA0998  HISTORY     - 1989     POOR             USPSQD
 AA0998
 AA0998                          STATION DESCRIPTION
 AA0998
 AA0998'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0998'11.7 MI NE FROM KEY WEST.
 AA0998'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.0 MILES
 AA0998'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD
 AA0998'C 941, GO 1.3 MILES SOUTHERLY ON C 941 TO AN UNMAINTAINED
 AA0998'DIRT ROAD AT THE SOUTH END OF THE FILLED LAND, GO 0.2 MILE
 AA0998'WEST ON THE DIRT ROAD TO A TRACK ROAD PARALLELING THE
 AA0998'WESTERNMOST CANAL ON THE FILLED LAND, GO 0.2 MILE NORTH ON
 AA0998'THE TRACK ROAD TO THE END OF THE CANAL AND THE MARK VICINITY.
 AA0998'THE MARK BEARS 191 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 AA0998'OF THE EAST-WEST CANAL AND 28 FEET EAST OF THE WATERS EDGE AT
 AA0998'THE WEST SIDE OF THE FILL.
 AA0998
 AA0998                          STATION RECOVERY (1988)
 AA0998
 AA0998'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0998'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA0998'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA0998'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA0998'BOULEVARDAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 11.67 KM (7.25 MI)
 AA0998'TO THE JUNCTION OF COUNTY ROAD C-941TO AN UNMAINTAINED DIRT ROADTO A
 AA0998'TRACK ROAD LEADING NORTHEASTERLY OF THE WESTER MOST CANALTO THE END
 AA0998'OF THE CANAL AND THE VICINITY OF THE MARK.  LOCATED 58.22 M (191.01
 AA0998'FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CANALEAST OF THE
 AA0998'WATERS EDGE AT THE WEST SIDE OF THE FILL AND 28.96 M (95.01 FT)
 AA0998'NORTH-NORTHEAST OF BENCH MARK NO.1 1974.
 AA0998
 AA0998                          STATION RECOVERY (1989)
 AA0998
 AA0998'RECOVERY NOTE BY US POWER SQUADRON 1989 (FWL)
 AA0998'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0911 ***********************************************************************
 AA0911  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0911  DESIGNATION -  872 4459 D TIDAL
 AA0911  PID         -  AA0911
 AA0911  STATE/COUNTY-  FL/MONROE
 AA0911  COUNTRY     -  US
 AA0911  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA0911
 AA0911                         *CURRENT SURVEY CONTROL
 AA0911  ______________________________________________________________________
 AA0911* NAD 83(1986) POSITION- 24 35 32.     (N) 081 40 11.     (W)   SCALED
 AA0911* NAVD 88 ORTHO HEIGHT -     4.550 (meters)       14.93  (feet) ADJUSTED
 AA0911  ______________________________________________________________________
 AA0911  GEOID HEIGHT    -        -21.732 (meters)                     GEOID18
 AA0911  DYNAMIC HEIGHT  -          4.542 (meters)       14.90  (feet) COMP
 AA0911  MODELED GRAVITY -    978,960.2   (mgal)                       NAVD 88
 AA0911
 AA0911  VERT ORDER      -  FIRST     CLASS II
 AA0911
 AA0911.The horizontal coordinates were scaled from a map and have
 AA0911.an estimated accuracy of +/- 6 seconds.
 AA0911
 AA0911.The orthometric height was determined by differential leveling and
 AA0911.adjusted by the NATIONAL GEODETIC SURVEY
 AA0911.in June 1991.
 AA0911
 AA0911.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0911.GEOID18 height accuracy estimate available here.
 AA0911
 AA0911.This Tidal Bench Mark is designated as VM 11087
 AA0911.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0911
 AA0911.Click photographs - Photos may exist for this station.
 AA0911
 AA0911.The dynamic height is computed by dividing the NAVD 88
 AA0911.geopotential number by the normal gravity value computed on the
 AA0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0911.degrees latitude (g = 980.6199 gals.).
 AA0911
 AA0911.The modeled gravity was interpolated from observed gravity values.
 AA0911
 AA0911;                    North         East    Units  Estimated Accuracy
 AA0911;SPC FL E     -    28,840.      132,170.      MT  (+/- 180 meters Scaled)
 AA0911
 AA0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH321199(NAD 83)
 AA0911
 AA0911                          SUPERSEDED SURVEY CONTROL
 AA0911
 AA0911  NGVD 29 (09/01/92)    4.967  (m)           16.30   (f) ADJUSTED    1 2
 AA0911
 AA0911.Superseded values are not recommended for survey control.
 AA0911
 AA0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0911.See file dsdata.pdf to determine how the superseded data were derived.
 AA0911
 AA0911_MARKER: DB = BENCH MARK DISK
 AA0911_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0911_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AA0911_STAMPING: 4459 D
 AA0911_MARK LOGO: FLDT
 AA0911_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0911
 AA0911  HISTORY     - Date     Condition        Report By
 AA0911  HISTORY     - UNK      MONUMENTED       FLDT
 AA0911  HISTORY     - 1982     GOOD             FLDNR
 AA0911  HISTORY     - 19881108 GOOD             FLDNR
 AA0911  HISTORY     - 1989     GOOD             USPSQD
 AA0911  HISTORY     - 20170302 GOOD             USPSQD
 AA0911
 AA0911                          STATION DESCRIPTION
 AA0911
 AA0911'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0911'8.7 MI NE FROM KEY WEST.
 AA0911'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 8.7 MILES NORTHEAST ON
 AA0911'U.S. HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE OVER ROCKLAND
 AA0911'CHANNEL.  THE MARK BEARS 19.1 FEET NORTHWEST OF THE CENTERLINE OF
 AA0911'HIGHWAY, 1.1 FEET SOUTHWEST OF THE SOUTHWEST ABUTMENT, AND 10.0
 AA0911'FEET NORTHEAST OF THE SOUTHWEST END OF THE GUARDRAIL.
 AA0911'THE MARK IS 3 FT ABOVE LEVEL OF U.S. 1.
 AA0911
 AA0911                          STATION RECOVERY (1988)
 AA0911
 AA0911'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0911'RECOVERED IN GOOD CONDITION.
 AA0911
 AA0911                          STATION RECOVERY (1989)
 AA0911
 AA0911'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0911'RECOVERED IN GOOD CONDITION.
 AA0911
 AA0911                          STATION RECOVERY (2017)
 AA0911
 AA0911'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0911'RECOVERED IN GOOD CONDITION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0909 ***********************************************************************
 AA0909  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0909  DESIGNATION -  872 4459 E TIDAL
 AA0909  PID         -  AA0909
 AA0909  STATE/COUNTY-  FL/MONROE
 AA0909  COUNTRY     -  US
 AA0909  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA0909
 AA0909                         *CURRENT SURVEY CONTROL
 AA0909  ______________________________________________________________________
 AA0909* NAD 83(2011) POSITION- 24 35 35.31149(N) 081 39 54.94093(W)   ADJUSTED
 AA0909* NAD 83(2011) ELLIP HT-   -17.188 (meters)        (06/27/12)   ADJUSTED
 AA0909* NAD 83(2011) EPOCH   -  2010.00
 AA0909* NAVD 88 ORTHO HEIGHT -     4.517 (meters)       14.82  (feet) ADJUSTED
 AA0909  ______________________________________________________________________
 AA0909  GEOID HEIGHT    -        -21.733 (meters)                     GEOID18
 AA0909  NAD 83(2011) X  -    841,165.868 (meters)                     COMP
 AA0909  NAD 83(2011) Y  - -5,741,609.955 (meters)                     COMP
 AA0909  NAD 83(2011) Z  -  2,638,154.914 (meters)                     COMP
 AA0909  LAPLACE CORR    -         -0.62  (seconds)                    DEFLEC18
 AA0909  DYNAMIC HEIGHT  -          4.510 (meters)       14.80  (feet) COMP
 AA0909  MODELED GRAVITY -    978,960.2   (mgal)                       NAVD 88
 AA0909
 AA0909  VERT ORDER      -  FIRST     CLASS II
 AA0909
 AA0909  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA0909  Standards:
 AA0909         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA0909            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA0909  -------------------------------------------------------------------
 AA0909  NETWORK    1.77   3.51           0.70   0.75   1.79     -0.02955658
 AA0909  -------------------------------------------------------------------
 AA0909  Click here for local accuracies and other accuracy information.
 AA0909
 AA0909.The horizontal coordinates were established by GPS observations
 AA0909.and adjusted by the National Geodetic Survey in June 2012.
 AA0909
 AA0909.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA0909.been affixed to the stable North American tectonic plate. See 
 AA0909.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA0909
 AA0909.The horizontal coordinates are valid at the epoch date displayed above
 AA0909.which is a decimal equivalence of Year/Month/Day.
 AA0909
 AA0909.The orthometric height was determined by differential leveling and
 AA0909.adjusted by the NATIONAL GEODETIC SURVEY
 AA0909.in June 1991.
 AA0909
 AA0909.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0909.GEOID18 height accuracy estimate available here.
 AA0909
 AA0909.This Tidal Bench Mark is designated as VM 11088
 AA0909.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0909
 AA0909.Click photographs - Photos may exist for this station.
 AA0909
 AA0909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA0909
 AA0909.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA0909
 AA0909.The ellipsoidal height was determined by GPS observations
 AA0909.and is referenced to NAD 83.
 AA0909
 AA0909.The dynamic height is computed by dividing the NAVD 88
 AA0909.geopotential number by the normal gravity value computed on the
 AA0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0909.degrees latitude (g = 980.6199 gals.).
 AA0909
 AA0909.The modeled gravity was interpolated from observed gravity values.
 AA0909
 AA0909. The following values were computed from the NAD 83(2011) position.
 AA0909
 AA0909;                    North         East     Units Scale Factor Converg.
 AA0909;SPC FL E     -    28,938.800   132,625.310   MT  0.99999722   -0 16 36.7
 AA0909;SPC FL E     -    94,943.38    435,121.54   sFT  0.99999722   -0 16 36.7
 AA0909;UTM  17      - 2,720,060.908   432,648.298   MT  0.99965602   -0 16 36.7
 AA0909
 AA0909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA0909!SPC FL E     -   1.00000270  x   0.99999722  =   0.99999992
 AA0909!UTM  17      -   1.00000270  x   0.99965602  =   0.99965872
 AA0909
 AA0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH3264820060(NAD 83)
 AA0909
 AA0909                          SUPERSEDED SURVEY CONTROL
 AA0909
 AA0909  NAD 83(2007)-  24 35 35.31169(N)    081 39 54.94259(W) AD(2002.00) 0
 AA0909  ELLIP H (02/10/07)  -17.175  (m)                       GP(2002.00)    
 AA0909  NAD 83(1999)-  24 35 35.31174(N)    081 39 54.94249(W) AD(       ) 1
 AA0909  ELLIP H (06/19/01)  -17.176  (m)                       GP(       ) 4 1
 AA0909  NAD 83(1990)-  24 35 35.31020(N)    081 39 54.94247(W) AD(       ) 1
 AA0909  ELLIP H (07/31/95)  -17.041  (m)                       GP(       ) 4 1
 AA0909  NAVD 88               4.51   (m)           14.8    (f) LEVELING    3  
 AA0909  NGVD 29 (09/01/92)    4.933  (m)           16.18   (f) ADJUSTED    1 2
 AA0909
 AA0909.Superseded values are not recommended for survey control.
 AA0909
 AA0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0909.See file dsdata.pdf to determine how the superseded data were derived.
 AA0909
 AA0909_MARKER: DD = SURVEY DISK
 AA0909_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0909_SP_SET: GUARDRAIL OF BRIDGE
 AA0909_STAMPING: 4459 E
 AA0909_MARK LOGO: FLDT
 AA0909_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0909_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0909+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2013
 AA0909
 AA0909  HISTORY     - Date     Condition        Report By
 AA0909  HISTORY     - UNK      MONUMENTED       FLDT
 AA0909  HISTORY     - 1982     GOOD             FLDNR
 AA0909  HISTORY     - 19881108 GOOD             FLDNR
 AA0909  HISTORY     - 1989     GOOD             USPSQD
 AA0909  HISTORY     - 19940216 GOOD             KEISCH
 AA0909  HISTORY     - 20130213 GOOD             EGPSSO
 AA0909  HISTORY     - 20170302 GOOD             USPSQD
 AA0909  HISTORY     - 20180619 GOOD             NGS
 AA0909
 AA0909                          STATION DESCRIPTION
 AA0909
 AA0909'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0909'8.95 MI NE FROM KEY WEST.
 AA0909'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 8.95 MILES NORTHEAST
 AA0909'ON U.S. HIGHWAY 1 TO THE NORTHEAST END OF THE BRIDGE OVER
 AA0909'ROCKLAND CHANNEL.  THE MARK BEARS 19.1 FEET SOUTHEAST OF THE
 AA0909'CENTERLINE OF THE HIGHWAY, 1.0 FOOT NORTHEAST OF THE NORTHEAST
 AA0909'ABUTMENT, 10.0 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 AA0909'GUARDRAIL, AND 4.8 FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE
 AA0909'BRIDGE CHEEKWALL.
 AA0909'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA0909
 AA0909                          STATION RECOVERY (1988)
 AA0909
 AA0909'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0909'RECOVERED IN GOOD CONDITION.
 AA0909
 AA0909                          STATION RECOVERY (1989)
 AA0909
 AA0909'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0909'RECOVERED IN GOOD CONDITION.
 AA0909
 AA0909                          STATION RECOVERY (1994)
 AA0909
 AA0909'RECOVERY NOTE BY KEITH AND SCHNARS - LAKELAND 1994 (MDE)
 AA0909'THE STATION IS LOCATED ON BIG COPPIT KEY, EAST OF BOCA CHICA KEY, AT
 AA0909'THE EAST END OF THE U.S. 1 BRIDGE OVER ROCKLAND CHANNEL IN MONROE
 AA0909'COUNTY, FLORIDA. TO REACH THE STATION FROM THE POST OFFICE ON
 AA0909'SUGARLOAF KEY, GO SOUTHWEST ON U.S. 1 FOR 7.5 MI (12.1 KM) TO THE EAST
 AA0909'END OF THE BRIDGE OVER ROCKLAND CHANNEL AND THE STATION ON THE LEFT.
 AA0909'THE STATION LIES IN THE SOUTHEAST CORNER OF THE BRIDGE, 0.2 MI (0.3
 AA0909'KM) WEST OF MILE MARKER 10, 18.4 FT (5.6 M) SOUTH OF THE CENTERLINE OF
 AA0909'U.S. 1, AND 15.8 FT (4.8 M) SOUTHWEST OF A CARSONITE WITNESS POST. THE
 AA0909'STATION IS A FLORIDA DEPARTMENT OF TRANSPORTATION SURVEY DISC SET IN A
 AA0909'CONCRETE GUARDRAIL POST OF A BRIDGE, STAMPED "4459 E." REFERENCES--
 AA0909'FOUND A USCGS SURVEY DISC SET IN A CONCRETE WING WALL, STAMPED "U 70
 AA0909'RESET 1939," MAGNETIC AZIMUTH OF 192 DEGREES AT 51.00 FT (15.54 M) .
 AA0909'KEITH AND SCHNARS NAIL AND DISC, SET IN ASPHALT PAVEMENT, MAGNETIC
 AA0909'AZIMUTH OF 343 DEGREES AT 6.39 FT (1.95 M) . KEITH AND SCHNARS NAIL
 AA0909'AND DISC, SET IN THE TOP OF A WOOD GUARDRAIL POST, MANGETIC AZIMUTH OF
 AA0909'67 DEGREES AT 34.37 FT (10.48 M) . SET CARSONITE WITNESS POST,
 AA0909'MAGNETIC AZIMUTH OF 60 DEGREES AT 15.8 FT (4.8 M) .
 AA0909
 AA0909                          STATION RECOVERY (2013)
 AA0909
 AA0909'RECOVERY NOTE BY EGPS SOLUTIONS LLC 2013 (TES)
 AA0909'RECOVERED IN GOOD CONDITION.
 AA0909
 AA0909                          STATION RECOVERY (2017)
 AA0909
 AA0909'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0909'RECOVERED IN GOOD CONDITION.
 AA0909
 AA0909                          STATION RECOVERY (2018)
 AA0909
 AA0909'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (AMC)
 AA0909'THE MARK IS INACCESSIBLE DUE TO INSTALLATION OF NEW METAL GUARDRAIL
 AA0909'OVER THE TOP OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0910 ***********************************************************************
 AA0910  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0910  DESIGNATION -  872 4459 TIDAL 2
 AA0910  PID         -  AA0910
 AA0910  STATE/COUNTY-  FL/MONROE
 AA0910  COUNTRY     -  US
 AA0910  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA0910
 AA0910                         *CURRENT SURVEY CONTROL
 AA0910  ______________________________________________________________________
 AA0910* NAD 83(1986) POSITION- 24 35 32.     (N) 081 40 11.     (W)   SCALED
 AA0910* NAVD 88 ORTHO HEIGHT -     0.754 (meters)        2.47  (feet) ADJUSTED
 AA0910  ______________________________________________________________________
 AA0910  GEOID HEIGHT    -        -21.732 (meters)                     GEOID18
 AA0910  DYNAMIC HEIGHT  -          0.752 (meters)        2.47  (feet) COMP
 AA0910  MODELED GRAVITY -    978,960.2   (mgal)                       NAVD 88
 AA0910
 AA0910  VERT ORDER      -  FIRST     CLASS II
 AA0910
 AA0910.The horizontal coordinates were scaled from a map and have
 AA0910.an estimated accuracy of +/- 6 seconds.
 AA0910
 AA0910.The orthometric height was determined by differential leveling and
 AA0910.adjusted by the NATIONAL GEODETIC SURVEY
 AA0910.in June 1991.
 AA0910
 AA0910.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0910.GEOID18 height accuracy estimate available here.
 AA0910
 AA0910.This Tidal Bench Mark is designated as VM 11086
 AA0910.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0910
 AA0910.Click photographs - Photos may exist for this station.
 AA0910
 AA0910.The dynamic height is computed by dividing the NAVD 88
 AA0910.geopotential number by the normal gravity value computed on the
 AA0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0910.degrees latitude (g = 980.6199 gals.).
 AA0910
 AA0910.The modeled gravity was interpolated from observed gravity values.
 AA0910
 AA0910;                    North         East    Units  Estimated Accuracy
 AA0910;SPC FL E     -    28,840.      132,170.      MT  (+/- 180 meters Scaled)
 AA0910
 AA0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH321199(NAD 83)
 AA0910
 AA0910                          SUPERSEDED SURVEY CONTROL
 AA0910
 AA0910  NGVD 29 (09/01/92)    1.171  (m)            3.84   (f) ADJUSTED    1 2
 AA0910
 AA0910.Superseded values are not recommended for survey control.
 AA0910
 AA0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0910.See file dsdata.pdf to determine how the superseded data were derived.
 AA0910
 AA0910_MARKER: DJ = TIDAL STATION DISK
 AA0910_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0910_SP_SET: BRIDGE WING WALL
 AA0910_STAMPING: NO. 2 1975
 AA0910_MARK LOGO: NOS
 AA0910_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0910
 AA0910  HISTORY     - Date     Condition        Report By
 AA0910  HISTORY     - 1975     MONUMENTED       NOS
 AA0910  HISTORY     - 1982     GOOD             FLDNR
 AA0910  HISTORY     - 19881108 GOOD             FLDNR
 AA0910  HISTORY     - 1989     GOOD             USPSQD
 AA0910  HISTORY     - 20170305 GOOD             USPSQD
 AA0910
 AA0910                          STATION DESCRIPTION
 AA0910
 AA0910'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0910'8.7 MI NE FROM KEY WEST.
 AA0910'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 8.7 MILES NORTHEAST ON
 AA0910'U.S. HIGHWAY 1 TO THE SOUTHWEST END OF THE BRIDGE OVER ROCKLAND
 AA0910'CHANNEL.  THE MARK IS SET IN THE WINGWALL FOR THE OLD HIGHWAY
 AA0910'BRIDGE, NOW USED AS A FISHING PIER, 38.5 FEET SOUTHEAST OF THE
 AA0910'CENTERLINE OF THE OLD BRIDGE, AND 29.0 FEET SOUTHEAST OF THE OLD
 AA0910'BRIDGE ABUTMENT.
 AA0910'THE MARK IS 9 FT BELOW LEVEL OF U.S. 1.
 AA0910
 AA0910                          STATION RECOVERY (1988)
 AA0910
 AA0910'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0910'RECOVERED IN GOOD CONDITION.
 AA0910
 AA0910                          STATION RECOVERY (1989)
 AA0910
 AA0910'RECOVERY NOTE BY US POWER SQUADRON 1989 (JHF)
 AA0910'RECOVERED IN GOOD CONDITION.
 AA0910
 AA0910                          STATION RECOVERY (2017)
 AA0910
 AA0910'RECOVERY NOTE BY US POWER SQUADRON 2017 (FHF)
 AA0910'RECOVERED IN GOOD CONDTION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1679 ***********************************************************************
 AA1679  DESIGNATION -  872 4485 G TIDAL
 AA1679  PID         -  AA1679
 AA1679  STATE/COUNTY-  FL/MONROE
 AA1679  COUNTRY     -  US
 AA1679  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1679
 AA1679                         *CURRENT SURVEY CONTROL
 AA1679  ______________________________________________________________________
 AA1679* NAD 83(1986) POSITION- 24 35 48.     (N) 081 42 08.     (W)   SCALED
 AA1679* NAVD 88 ORTHO HEIGHT -     0.293 (meters)        0.96  (feet) ADJUSTED
 AA1679  ______________________________________________________________________
 AA1679  GEOID HEIGHT    -        -21.709 (meters)                     GEOID18
 AA1679  DYNAMIC HEIGHT  -          0.292 (meters)        0.96  (feet) COMP
 AA1679  MODELED GRAVITY -    978,959.9   (mgal)                       NAVD 88
 AA1679
 AA1679  VERT ORDER      -  FIRST     CLASS II
 AA1679
 AA1679.The horizontal coordinates were scaled from a map and have
 AA1679.an estimated accuracy of +/- 6 seconds.
 AA1679
 AA1679.The orthometric height was determined by differential leveling and
 AA1679.adjusted by the NATIONAL GEODETIC SURVEY
 AA1679.in May 1994.
 AA1679
 AA1679.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1679.GEOID18 height accuracy estimate available here.
 AA1679
 AA1679.Click photographs - Photos may exist for this station.
 AA1679
 AA1679.The dynamic height is computed by dividing the NAVD 88
 AA1679.geopotential number by the normal gravity value computed on the
 AA1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1679.degrees latitude (g = 980.6199 gals.).
 AA1679
 AA1679.The modeled gravity was interpolated from observed gravity values.
 AA1679
 AA1679;                    North         East    Units  Estimated Accuracy
 AA1679;SPC FL E     -    29,350.      128,880.      MT  (+/- 180 meters Scaled)
 AA1679
 AA1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH289204(NAD 83)
 AA1679
 AA1679                          SUPERSEDED SURVEY CONTROL
 AA1679
 AA1679  NGVD 29 (09/01/92)    0.708  (m)            2.32   (f) ADJUSTED    1 2
 AA1679
 AA1679.Superseded values are not recommended for survey control.
 AA1679
 AA1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1679.See file dsdata.pdf to determine how the superseded data were derived.
 AA1679
 AA1679_MARKER: DJ = TIDAL STATION DISK
 AA1679_SETTING: 66 = SET IN ROCK OUTCROP
 AA1679_STAMPING: 4485 G 1988
 AA1679_MARK LOGO: NOS
 AA1679_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1679_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1679+STABILITY: POSITION/ELEVATION WELL
 AA1679
 AA1679  HISTORY     - Date     Condition        Report By
 AA1679  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1679
 AA1679                          STATION DESCRIPTION
 AA1679
 AA1679'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1679'TO REACH THE MARK FROM U.S HIGHWAY 1 OVERPASS AND THE MAIN ENTRANCE
 AA1679'ROAD FOR THE BOCA CHICA NAVAL AIR STATIONON A PAVED ROAD THAT IS
 AA1679'PARALLEL WITH AND NORTH OF U.S. HIGHWAY 1 TO A FENCE GATETO A
 AA1679'JUNCTION OF A PAVED ROAD LEADING TO THE NORTHTO THE MARK.  LOCATED
 AA1679'ABOUT 76.2 M (250.0 FT) SOUTH OF THE FENCE AROUND A CLOSED DOWN ARMY
 AA1679'INSTALLATION (HAWK SITE)EAST OF THE CENTERLINE OF THE PAVED
 AA1679'ROADSOUTH-SOUTHWEST OF BEACH MARK S 329 1970 AND 24.0 M (78.7 FT)
 AA1679'NORTH OF TIDAL BENCH MARK 4485 H 1988.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1659 ***********************************************************************
 AA1659  DESIGNATION -  872 4485 H TIDAL
 AA1659  PID         -  AA1659
 AA1659  STATE/COUNTY-  FL/MONROE
 AA1659  COUNTRY     -  US
 AA1659  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1659
 AA1659                         *CURRENT SURVEY CONTROL
 AA1659  ______________________________________________________________________
 AA1659* NAD 83(1986) POSITION- 24 35 47.     (N) 081 42 08.     (W)   SCALED
 AA1659* NAVD 88 ORTHO HEIGHT -     0.256 (meters)        0.84  (feet) ADJUSTED
 AA1659  ______________________________________________________________________
 AA1659  GEOID HEIGHT    -        -21.710 (meters)                     GEOID18
 AA1659  DYNAMIC HEIGHT  -          0.255 (meters)        0.84  (feet) COMP
 AA1659  MODELED GRAVITY -    978,959.9   (mgal)                       NAVD 88
 AA1659
 AA1659  VERT ORDER      -  FIRST     CLASS II
 AA1659
 AA1659.The horizontal coordinates were scaled from a map and have
 AA1659.an estimated accuracy of +/- 6 seconds.
 AA1659
 AA1659.The orthometric height was determined by differential leveling and
 AA1659.adjusted by the NATIONAL GEODETIC SURVEY
 AA1659.in May 1994.
 AA1659
 AA1659.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1659.GEOID18 height accuracy estimate available here.
 AA1659
 AA1659.Click photographs - Photos may exist for this station.
 AA1659
 AA1659.The dynamic height is computed by dividing the NAVD 88
 AA1659.geopotential number by the normal gravity value computed on the
 AA1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1659.degrees latitude (g = 980.6199 gals.).
 AA1659
 AA1659.The modeled gravity was interpolated from observed gravity values.
 AA1659
 AA1659;                    North         East    Units  Estimated Accuracy
 AA1659;SPC FL E     -    29,320.      128,880.      MT  (+/- 180 meters Scaled)
 AA1659
 AA1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH289204(NAD 83)
 AA1659
 AA1659                          SUPERSEDED SURVEY CONTROL
 AA1659
 AA1659  NGVD 29 (09/01/92)    0.670  (m)            2.20   (f) ADJUSTED    1 2
 AA1659
 AA1659.Superseded values are not recommended for survey control.
 AA1659
 AA1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1659.See file dsdata.pdf to determine how the superseded data were derived.
 AA1659
 AA1659_MARKER: DJ = TIDAL STATION DISK
 AA1659_SETTING: 66 = SET IN ROCK OUTCROP
 AA1659_STAMPING: 4485 H 1988
 AA1659_MARK LOGO: NOS
 AA1659_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1659_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1659+STABILITY: POSITION/ELEVATION WELL
 AA1659
 AA1659  HISTORY     - Date     Condition        Report By
 AA1659  HISTORY     - 1988     MONUMENTED       FLDNR
 AA1659
 AA1659                          STATION DESCRIPTION
 AA1659
 AA1659'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1659'TO REACH THE MARK FROM THE U.S. HIGHWAY 1 OVERPASS OF THE MAIN
 AA1659'ENTRANCE ROAD FOR BOCA CHICA NAVAL AIR STATION, GO 0.72 KM (0.45 MI)
 AA1659'SOUTHWEST ON A PAVED ROAD THAT IS PARALLEL AND NORTH OF U.S. HIGHWAY
 AA1659'1 TO A FENCE GATE, CONTINUE 0.64 KM (0.40 MI) NORTHWEST ON THE PAVED
 AA1659'ROAD TO A JUNCTION OF ANOTHER PAVED ROAD LEADING TO THE NORTH, TURN
 AA1659'AND GO NORTH FOR 0.80 KM (0.50 MI) ON THIS ROAD TO THE MARK, WHICH IS
 AA1659'APPROXIMATELY 76.2 M (250.0 FT) SOUTH OF THE FENCE AROUND A CLOSED
 AA1659'DOWN ARMY INSTALLATION (HAWK SITE), 15.24 M (50.00 FT) EAST OF THE
 AA1659'CENTERLINE OF THE PAVEDROAD AND 27.74 M (91.01 FT) SOUTH-SOUTHWEST OF
 AA1659'BENCHMARK 4485 H 1988.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0993 ***********************************************************************
 AA0993  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0993  DESIGNATION -  872 4489 F TIDAL
 AA0993  PID         -  AA0993
 AA0993  STATE/COUNTY-  FL/MONROE
 AA0993  COUNTRY     -  US
 AA0993  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA0993
 AA0993                         *CURRENT SURVEY CONTROL
 AA0993  ______________________________________________________________________
 AA0993* NAD 83(1986) POSITION- 24 35 56.     (N) 081 39 09.     (W)   SCALED
 AA0993* NAVD 88 ORTHO HEIGHT -     2.051 (meters)        6.73  (feet) ADJUSTED
 AA0993  ______________________________________________________________________
 AA0993  GEOID HEIGHT    -        -21.731 (meters)                     GEOID18
 AA0993  DYNAMIC HEIGHT  -          2.047 (meters)        6.72  (feet) COMP
 AA0993  MODELED GRAVITY -    978,961.6   (mgal)                       NAVD 88
 AA0993
 AA0993  VERT ORDER      -  FIRST     CLASS II
 AA0993
 AA0993.The horizontal coordinates were scaled from a map and have
 AA0993.an estimated accuracy of +/- 6 seconds.
 AA0993
 AA0993.The orthometric height was determined by differential leveling and
 AA0993.adjusted by the NATIONAL GEODETIC SURVEY
 AA0993.in May 1994.
 AA0993
 AA0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0993.GEOID18 height accuracy estimate available here.
 AA0993
 AA0993.This Tidal Bench Mark is designated as VM 11034
 AA0993.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0993
 AA0993.Click photographs - Photos may exist for this station.
 AA0993
 AA0993.The dynamic height is computed by dividing the NAVD 88
 AA0993.geopotential number by the normal gravity value computed on the
 AA0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0993.degrees latitude (g = 980.6199 gals.).
 AA0993
 AA0993.The modeled gravity was interpolated from observed gravity values.
 AA0993
 AA0993;                    North         East    Units  Estimated Accuracy
 AA0993;SPC FL E     -    29,570.      133,920.      MT  (+/- 180 meters Scaled)
 AA0993
 AA0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH339206(NAD 83)
 AA0993
 AA0993                          SUPERSEDED SURVEY CONTROL
 AA0993
 AA0993  NAVD 88 (06/15/91)    2.052  (m)            6.73   (f) SUPERSEDED  1 2
 AA0993  NGVD 29 (09/01/92)    2.465  (m)            8.09   (f) ADJUSTED    1 2
 AA0993
 AA0993.Superseded values are not recommended for survey control.
 AA0993
 AA0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0993.See file dsdata.pdf to determine how the superseded data were derived.
 AA0993
 AA0993_MARKER: DJ = TIDAL STATION DISK
 AA0993_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0993_SP_SET: PILLAR
 AA0993_STAMPING: 4489 F 1982
 AA0993_MARK LOGO: NOS
 AA0993_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0993_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0993
 AA0993  HISTORY     - Date     Condition        Report By
 AA0993  HISTORY     - 1982     MONUMENTED       FLDNR
 AA0993  HISTORY     - 1986     GOOD             FLDNR
 AA0993  HISTORY     - 19881108 GOOD             FLDNR
 AA0993  HISTORY     - 19980402 GOOD             NGS
 AA0993
 AA0993                          STATION DESCRIPTION
 AA0993
 AA0993'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0993'9.9 MI NE FROM KEY WEST.
 AA0993'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 9.9 MILES
 AA0993'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF DIAMOND ROAD.
 AA0993'THE MARK BEARS 71.9 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 AA0993'1, 24.3 FEET EAST OF THE CENTERLINE OF DIAMOND ROAD, 87.4 FEET
 AA0993'EAST-SOUTHEAST OF THE SOUTHEAST FENCE CORNER AT SOUTHERN
 AA0993'FURNITURE SALES, AND IS SET VERTICALLY IN THE WEST SIDE OF A
 AA0993'CONCRETE AND LIMEROCK PILLAR THAT IS 3-FOOT BY 3-FOOT BY 8-FOOT.
 AA0993'THE MARK IS 0.7 FT ABOVE GROUND.
 AA0993
 AA0993                          STATION RECOVERY (1986)
 AA0993
 AA0993'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0993'RECOVERED IN GOOD CONDITION.
 AA0993
 AA0993                          STATION RECOVERY (1988)
 AA0993
 AA0993'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0993'RECOVERED IN GOOD CONDITION.
 AA0993
 AA0993                          STATION RECOVERY (1998)
 AA0993
 AA0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AA0993'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING CHANGES SHOULD BE
 AA0993'NOTED, TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 1
 AA0993'AND COUNTY ROAD 941 ON KEY.  GO WEST ON HWY.  1 FOR 0.20 MI (0.32 KM)
 AA0993'TO DAIMOND ROAD ON THE RIGHT.  TURN RIGHT ONTO DIAMOND ROAD AND THE
 AA0993'STATION ON THE RIGHT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1637 ***********************************************************************
 AA1637  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1637  DESIGNATION -  872 4489 G TIDAL
 AA1637  PID         -  AA1637
 AA1637  STATE/COUNTY-  FL/MONROE
 AA1637  COUNTRY     -  US
 AA1637  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1637
 AA1637                         *CURRENT SURVEY CONTROL
 AA1637  ______________________________________________________________________
 AA1637* NAD 83(1986) POSITION- 24 35 56.     (N) 081 39 09.     (W)   SCALED
 AA1637* NAVD 88 ORTHO HEIGHT -     0.870 (meters)        2.85  (feet) ADJUSTED
 AA1637  ______________________________________________________________________
 AA1637  GEOID HEIGHT    -        -21.731 (meters)                     GEOID18
 AA1637  DYNAMIC HEIGHT  -          0.868 (meters)        2.85  (feet) COMP
 AA1637  MODELED GRAVITY -    978,961.6   (mgal)                       NAVD 88
 AA1637
 AA1637  VERT ORDER      -  FIRST     CLASS II
 AA1637
 AA1637.The horizontal coordinates were scaled from a map and have
 AA1637.an estimated accuracy of +/- 6 seconds.
 AA1637
 AA1637.The orthometric height was determined by differential leveling and
 AA1637.adjusted by the NATIONAL GEODETIC SURVEY
 AA1637.in June 1991.
 AA1637
 AA1637.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1637.GEOID18 height accuracy estimate available here.
 AA1637
 AA1637.This Tidal Bench Mark is designated as VM 11310
 AA1637.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1637
 AA1637.Click photographs - Photos may exist for this station.
 AA1637
 AA1637.The dynamic height is computed by dividing the NAVD 88
 AA1637.geopotential number by the normal gravity value computed on the
 AA1637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1637.degrees latitude (g = 980.6199 gals.).
 AA1637
 AA1637.The modeled gravity was interpolated from observed gravity values.
 AA1637
 AA1637;                    North         East    Units  Estimated Accuracy
 AA1637;SPC FL E     -    29,570.      133,920.      MT  (+/- 180 meters Scaled)
 AA1637
 AA1637_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH339206(NAD 83)
 AA1637
 AA1637                          SUPERSEDED SURVEY CONTROL
 AA1637
 AA1637  NGVD 29 (09/01/92)    1.284  (m)            4.21   (f) ADJUSTED    1 2
 AA1637
 AA1637.Superseded values are not recommended for survey control.
 AA1637
 AA1637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1637.See file dsdata.pdf to determine how the superseded data were derived.
 AA1637
 AA1637_MARKER: DJ = TIDAL STATION DISK
 AA1637_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1637_SP_SET: POWER POLE BASE
 AA1637_STAMPING: 4489 G 1986
 AA1637_MARK LOGO: NOS
 AA1637_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1637_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1637
 AA1637  HISTORY     - Date     Condition        Report By
 AA1637  HISTORY     - 1986     MONUMENTED       FLDNR
 AA1637  HISTORY     - 19881108 GOOD             FLDNR
 AA1637  HISTORY     - 19980402 GOOD             NGS
 AA1637
 AA1637                          STATION DESCRIPTION
 AA1637
 AA1637'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1637'10.05 MI NE FROM KEY WEST.
 AA1637'THE MARK IS 3.0 FT BELOW HIGHWAY.
 AA1637'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.05 MILES NORTHEAST ON
 AA1637'U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD C-941.  THE MARK BEARS
 AA1637'40.7 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. 1, 144.0 FEET
 AA1637'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A FENCE AROUND AN
 AA1637'ELECTRICAL TRANSMISSION STATION, 152.0 FEET EAST-SOUTHEAST OF 4489 F
 AA1637'1986, 170.0 FEET WEST-SOUTHWEST OF THE EXTENSION OF THE CENTERLINE OF
 AA1637'AQUAMARINE DRIVE AND IS SET IN THE NORTH EDGE OF A CONCRETE BASE FOR
 AA1637'A METAL POWER POLE.
 AA1637
 AA1637                          STATION RECOVERY (1988)
 AA1637
 AA1637'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1637'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA1637'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA1637'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA1637'BOULEVARDAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 11.75 KM (7.30 MI)
 AA1637'TO THE JUNCTION OF COUNTY ROAD C-941 AND THE MARKNORTH OF THE NORTH
 AA1637'FACE OF THE POLE.  LOCATED 12.4 M (40.7 FT) SOUTH-SOUTHEAST OF THE
 AA1637'CENTERLINE OF U.S. HIGHWAY 1, 43.9 M (144.0 FT) EAST-NORTHEAST OF
 AA1637'THE NORTHEAST CORNER OF A FENCE AROUND AN ELECTRICAL TRANSMISSION
 AA1637'STATIONEAST-SOUTHEAST OF BENCHMARK 4489 F AND 51.8 M (169.9 FT)
 AA1637'WEST-SOUTHWEST OF THE EXTENDED CENTERLINE OF AQUAMARINE DRIVE.
 AA1637
 AA1637                          STATION RECOVERY (1998)
 AA1637
 AA1637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AA1637'RECOVERED IN GOOD CONDITION.  NOTE--THE DISTANCES AND DIRECTIONS
 AA1637'CHECKED.  AN ADDITIONAL TO REACH CAN BE ADDED, FROM THE INTERSECTION
 AA1637'OF U.S.  HIGHWAY 1 AND COUNTY ROAD 941 KEY GO EAST ON HWY 1 FOR 1.75
 AA1637'MI (2.82 KM) TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1638 ***********************************************************************
 AA1638  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1638  DESIGNATION -  872 4489 H TIDAL
 AA1638  PID         -  AA1638
 AA1638  STATE/COUNTY-  FL/MONROE
 AA1638  COUNTRY     -  US
 AA1638  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1638
 AA1638                         *CURRENT SURVEY CONTROL
 AA1638  ______________________________________________________________________
 AA1638* NAD 83(1986) POSITION- 24 35 50.     (N) 081 39 05.     (W)   SCALED
 AA1638* NAVD 88 ORTHO HEIGHT -     1.683 (meters)        5.52  (feet) ADJUSTED
 AA1638  ______________________________________________________________________
 AA1638  GEOID HEIGHT    -        -21.735 (meters)                     GEOID18
 AA1638  DYNAMIC HEIGHT  -          1.681 (meters)        5.52  (feet) COMP
 AA1638  MODELED GRAVITY -    978,961.6   (mgal)                       NAVD 88
 AA1638
 AA1638  VERT ORDER      -  FIRST     CLASS II
 AA1638
 AA1638.The horizontal coordinates were scaled from a map and have
 AA1638.an estimated accuracy of +/- 6 seconds.
 AA1638
 AA1638.The orthometric height was determined by differential leveling and
 AA1638.adjusted by the NATIONAL GEODETIC SURVEY
 AA1638.in June 1991.
 AA1638
 AA1638.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1638.GEOID18 height accuracy estimate available here.
 AA1638
 AA1638.This Tidal Bench Mark is designated as VM 11311
 AA1638.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1638
 AA1638.Click photographs - Photos may exist for this station.
 AA1638
 AA1638.The dynamic height is computed by dividing the NAVD 88
 AA1638.geopotential number by the normal gravity value computed on the
 AA1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1638.degrees latitude (g = 980.6199 gals.).
 AA1638
 AA1638.The modeled gravity was interpolated from observed gravity values.
 AA1638
 AA1638;                    North         East    Units  Estimated Accuracy
 AA1638;SPC FL E     -    29,380.      134,030.      MT  (+/- 180 meters Scaled)
 AA1638
 AA1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH340205(NAD 83)
 AA1638
 AA1638                          SUPERSEDED SURVEY CONTROL
 AA1638
 AA1638  NGVD 29 (09/01/92)    2.098  (m)            6.88   (f) ADJUSTED    1 2
 AA1638
 AA1638.Superseded values are not recommended for survey control.
 AA1638
 AA1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1638.See file dsdata.pdf to determine how the superseded data were derived.
 AA1638
 AA1638_MARKER: DJ = TIDAL STATION DISK
 AA1638_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1638_SP_SET: POWER POLE BASE
 AA1638_STAMPING: 4489 H 1986
 AA1638_MARK LOGO: NOS
 AA1638_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1638_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1638
 AA1638  HISTORY     - Date     Condition        Report By
 AA1638  HISTORY     - 1986     MONUMENTED       FLDNR
 AA1638  HISTORY     - 19881108 GOOD             FLDNR
 AA1638  HISTORY     - 19980402 GOOD             NGS
 AA1638
 AA1638                          STATION DESCRIPTION
 AA1638
 AA1638'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1638'10.05 MI NE FROM KEY WEST.
 AA1638'THE MARK IS 2.0 FT BELOW HIGHWAY.
 AA1638'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 10.05 MILES NORTHEAST ON
 AA1638'U.S. HIGHWAY 1 TO THE JUNCTION OF COUNTY ROAD C-941.  THE MARK BEARS
 AA1638'43.0 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. 1, 32.5 FEET
 AA1638'EAST-NORTHEAST OF THE CENTERLINE OF C-941, 469.5 FEET EAST-NORTHEAST
 AA1638'OF BENCH MARK 872 4489 B 1986, AND IS SET ON THE NORTH EDGE OF THE
 AA1638'CONCRETE BASE FOR POWER POLE PH2T2BC-30.
 AA1638
 AA1638                          STATION RECOVERY (1988)
 AA1638
 AA1638'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1638'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA1638'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA1638'(2.75 MI) TO THE INTERSECTION OF U.S HIGHWAY 1 AND ROOSEVELT
 AA1638'BOULEVARDAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 11.75 KM (7.30 MI)
 AA1638'TO THE JUNCTION OF COUNTY ROAD C-941 AND THE MARKSOUTH-SOUTHEAST OF
 AA1638'THE CENTERLINE OF U.S. HIGHWAY 1 AND 9.9 M (32.5 FT) EAST-NORTHEAST
 AA1638'OF THE CENTERLINE OF C-941.
 AA1638
 AA1638                          STATION RECOVERY (1998)
 AA1638
 AA1638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AA1638'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0990 ***********************************************************************
 AA0990  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0990  DESIGNATION -  872 4489 TIDAL 1
 AA0990  PID         -  AA0990
 AA0990  STATE/COUNTY-  FL/MONROE
 AA0990  COUNTRY     -  US
 AA0990  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA0990
 AA0990                         *CURRENT SURVEY CONTROL
 AA0990  ______________________________________________________________________
 AA0990* NAD 83(1986) POSITION- 24 36 08.     (N) 081 39 17.     (W)   SCALED
 AA0990* NAVD 88 ORTHO HEIGHT -     1.009 (meters)        3.31  (feet) ADJUSTED
 AA0990  ______________________________________________________________________
 AA0990  GEOID HEIGHT    -        -21.724 (meters)                     GEOID18
 AA0990  DYNAMIC HEIGHT  -          1.007 (meters)        3.30  (feet) COMP
 AA0990  MODELED GRAVITY -    978,961.6   (mgal)                       NAVD 88
 AA0990
 AA0990  VERT ORDER      -  SECOND    CLASS I
 AA0990
 AA0990.The horizontal coordinates were scaled from a map and have
 AA0990.an estimated accuracy of +/- 6 seconds.
 AA0990
 AA0990.The orthometric height was determined by differential leveling and
 AA0990.adjusted by the NATIONAL GEODETIC SURVEY
 AA0990.in June 1991.
 AA0990
 AA0990.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0990.GEOID18 height accuracy estimate available here.
 AA0990
 AA0990.This Tidal Bench Mark is designated as VM 11035
 AA0990.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0990
 AA0990.Click photographs - Photos may exist for this station.
 AA0990
 AA0990.The dynamic height is computed by dividing the NAVD 88
 AA0990.geopotential number by the normal gravity value computed on the
 AA0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0990.degrees latitude (g = 980.6199 gals.).
 AA0990
 AA0990.The modeled gravity was interpolated from observed gravity values.
 AA0990
 AA0990;                    North         East    Units  Estimated Accuracy
 AA0990;SPC FL E     -    29,940.      133,700.      MT  (+/- 180 meters Scaled)
 AA0990
 AA0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337210(NAD 83)
 AA0990
 AA0990                          SUPERSEDED SURVEY CONTROL
 AA0990
 AA0990.No superseded survey control is available for this station.
 AA0990
 AA0990_MARKER: DJ = TIDAL STATION DISK
 AA0990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0990_STAMPING: NO 1 1974
 AA0990_MARK LOGO: NOS
 AA0990_PROJECTION: FLUSH
 AA0990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0990+STABILITY: SURFACE MOTION
 AA0990
 AA0990  HISTORY     - Date     Condition        Report By
 AA0990  HISTORY     - 1974     MONUMENTED       NOS
 AA0990  HISTORY     - 1982     GOOD             FLDNR
 AA0990
 AA0990                          STATION DESCRIPTION
 AA0990
 AA0990'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0990'10.1 MI NE FROM KEY WEST.
 AA0990'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 9.9 MILES
 AA0990'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF DIAMOND ROAD,
 AA0990'GO 0.2 MILE NORTH ON DIAMOND ROAD TO THE MARK.  THE MARK IS
 AA0990'NORTH OF AND IN LINE WITH THE EXTENDED CENTERLINE OF DIAMOND
 AA0990'ROAD, 19 FEET NORTH OF A POWER POLE, AND 5 FEET NORTH OF A
 AA0990'GUIDE WIRE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0991 ***********************************************************************
 AA0991  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0991  DESIGNATION -  872 4489 TIDAL 2
 AA0991  PID         -  AA0991
 AA0991  STATE/COUNTY-  FL/MONROE
 AA0991  COUNTRY     -  US
 AA0991  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA0991
 AA0991                         *CURRENT SURVEY CONTROL
 AA0991  ______________________________________________________________________
 AA0991* NAD 83(1986) POSITION- 24 36 08.     (N) 081 39 17.     (W)   SCALED
 AA0991* NAVD 88 ORTHO HEIGHT -     1.086 (meters)        3.56  (feet) ADJUSTED
 AA0991  ______________________________________________________________________
 AA0991  GEOID HEIGHT    -        -21.724 (meters)                     GEOID18
 AA0991  DYNAMIC HEIGHT  -          1.084 (meters)        3.56  (feet) COMP
 AA0991  MODELED GRAVITY -    978,961.6   (mgal)                       NAVD 88
 AA0991
 AA0991  VERT ORDER      -  SECOND    CLASS I
 AA0991
 AA0991.The horizontal coordinates were scaled from a map and have
 AA0991.an estimated accuracy of +/- 6 seconds.
 AA0991
 AA0991.The orthometric height was determined by differential leveling and
 AA0991.adjusted by the NATIONAL GEODETIC SURVEY
 AA0991.in June 1991.
 AA0991
 AA0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0991.GEOID18 height accuracy estimate available here.
 AA0991
 AA0991.This Tidal Bench Mark is designated as VM 11036
 AA0991.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0991
 AA0991.Click photographs - Photos may exist for this station.
 AA0991
 AA0991.The dynamic height is computed by dividing the NAVD 88
 AA0991.geopotential number by the normal gravity value computed on the
 AA0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0991.degrees latitude (g = 980.6199 gals.).
 AA0991
 AA0991.The modeled gravity was interpolated from observed gravity values.
 AA0991
 AA0991;                    North         East    Units  Estimated Accuracy
 AA0991;SPC FL E     -    29,940.      133,700.      MT  (+/- 180 meters Scaled)
 AA0991
 AA0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337210(NAD 83)
 AA0991
 AA0991                          SUPERSEDED SURVEY CONTROL
 AA0991
 AA0991.No superseded survey control is available for this station.
 AA0991
 AA0991_MARKER: DJ = TIDAL STATION DISK
 AA0991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0991_STAMPING: NO 2 1974
 AA0991_MARK LOGO: NOS
 AA0991_PROJECTION: FLUSH
 AA0991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0991+STABILITY: SURFACE MOTION
 AA0991
 AA0991  HISTORY     - Date     Condition        Report By
 AA0991  HISTORY     - 1974     MONUMENTED       NOS
 AA0991  HISTORY     - 1982     GOOD             FLDNR
 AA0991
 AA0991                          STATION DESCRIPTION
 AA0991
 AA0991'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0991'10.1 MI NE FROM KEY WEST.
 AA0991'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 9.9 MILES
 AA0991'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF DIAMOND
 AA0991'ROAD, GO 0.2 MILE NORTH ON DIAMOND ROAD TO THE MARK.  THE
 AA0991'MARK IS NORTH OF AND IN LINE WITH THE EXTENDED CENTERLINE
 AA0991'OF DIAMOND ROAD, AND 4 FEET SOUTH OF THE POWER POLE AT THE
 AA0991'END OF THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0992 ***********************************************************************
 AA0992  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0992  DESIGNATION -  872 4489 TIDAL 3
 AA0992  PID         -  AA0992
 AA0992  STATE/COUNTY-  FL/MONROE
 AA0992  COUNTRY     -  US
 AA0992  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA0992
 AA0992                         *CURRENT SURVEY CONTROL
 AA0992  ______________________________________________________________________
 AA0992* NAD 83(1986) POSITION- 24 36 09.     (N) 081 39 16.     (W)   SCALED
 AA0992* NAVD 88 ORTHO HEIGHT -     1.173 (meters)        3.85  (feet) ADJUSTED
 AA0992  ______________________________________________________________________
 AA0992  GEOID HEIGHT    -        -21.723 (meters)                     GEOID18
 AA0992  DYNAMIC HEIGHT  -          1.171 (meters)        3.84  (feet) COMP
 AA0992  MODELED GRAVITY -    978,961.6   (mgal)                       NAVD 88
 AA0992
 AA0992  VERT ORDER      -  FIRST     CLASS II
 AA0992
 AA0992.The horizontal coordinates were scaled from a map and have
 AA0992.an estimated accuracy of +/- 6 seconds.
 AA0992
 AA0992.The orthometric height was determined by differential leveling and
 AA0992.adjusted by the NATIONAL GEODETIC SURVEY
 AA0992.in July 2002.
 AA0992
 AA0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0992.GEOID18 height accuracy estimate available here.
 AA0992
 AA0992.This Tidal Bench Mark is designated as VM 11037
 AA0992.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0992
 AA0992.Click photographs - Photos may exist for this station.
 AA0992
 AA0992.The dynamic height is computed by dividing the NAVD 88
 AA0992.geopotential number by the normal gravity value computed on the
 AA0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0992.degrees latitude (g = 980.6199 gals.).
 AA0992
 AA0992.The modeled gravity was interpolated from observed gravity values.
 AA0992
 AA0992;                    North         East    Units  Estimated Accuracy
 AA0992;SPC FL E     -    29,970.      133,730.      MT  (+/- 180 meters Scaled)
 AA0992
 AA0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337210(NAD 83)
 AA0992
 AA0992                          SUPERSEDED SURVEY CONTROL
 AA0992
 AA0992  NAVD 88 (05/20/94)    1.160  (m)            3.81   (f) SUPERSEDED  1 2
 AA0992  NAVD 88 (06/15/91)    1.153  (m)            3.78   (f) SUPERSEDED  1 2
 AA0992  NGVD 29 (09/01/92)    1.575  (m)            5.17   (f) ADJUSTED    1 2
 AA0992
 AA0992.Superseded values are not recommended for survey control.
 AA0992
 AA0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0992.See file dsdata.pdf to determine how the superseded data were derived.
 AA0992
 AA0992_MARKER: DJ = TIDAL STATION DISK
 AA0992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0992_STAMPING: NO. 3 1974
 AA0992_MARK LOGO: NOS
 AA0992_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0992_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0992+STABILITY: SURFACE MOTION
 AA0992_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0992+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 AA0992
 AA0992  HISTORY     - Date     Condition        Report By
 AA0992  HISTORY     - 1974     MONUMENTED       NOS
 AA0992  HISTORY     - 1982     GOOD             FLDNR
 AA0992  HISTORY     - 1986     GOOD             FLDNR
 AA0992  HISTORY     - 19881108 GOOD             FLDNR
 AA0992  HISTORY     - 19980401 POOR             NGS
 AA0992
 AA0992                          STATION DESCRIPTION
 AA0992
 AA0992'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0992'10.1 MI NE FROM KEY WEST.
 AA0992'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 9.9 MILES
 AA0992'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF DIAMOND ROAD,
 AA0992'GO 0.2 MILE NORTH ON DIAMOND ROAD TO THE MARK.  THE MARK BEARS
 AA0992'48 FEET SOUTHWEST OF THE POWER POLE AT THE END OF THE ROAD, 21
 AA0992'FEET WEST OF THE CENTERLINE OF THE ROAD, AND IS AT THE NORTH
 AA0992'END OF THE SIDEWALK IN FRONT OF THE HOUSE AT 11 DIAMOND ROAD.
 AA0992
 AA0992                          STATION RECOVERY (1986)
 AA0992
 AA0992'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0992'RECOVERED IN GOOD CONDITION.
 AA0992
 AA0992                          STATION RECOVERY (1988)
 AA0992
 AA0992'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0992'RECOVERED IN GOOD CONDITION.
 AA0992
 AA0992                          STATION RECOVERY (1998)
 AA0992
 AA0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AA0992'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING CHANGES SHOULD BE
 AA0992'NOTED, TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 1
 AA0992'AND COUNTY ROAD 941 ON KEY.  GO WEST ON HWY.  1 FOR 0.20 MI (0.32 KM)
 AA0992'TO DAIMOND ROAD ON THE RIGHT.  TURN RIGHT ONTO DIAMOND ROAD AND GO
 AA0992'0.20 MI (0.32 KM) TO THE STATION ON THE LEFT.  IT SHOULD BE NOTED THAT
 AA0992'THE MARK IS LEANING AND LEVEL TIE BETWEEN IT AND NO.4 1974 WAS OUT BY
 AA0992'2.00 CM
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0989 ***********************************************************************
 AA0989  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0989  DESIGNATION -  872 4489 TIDAL 4
 AA0989  PID         -  AA0989
 AA0989  STATE/COUNTY-  FL/MONROE
 AA0989  COUNTRY     -  US
 AA0989  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA0989
 AA0989                         *CURRENT SURVEY CONTROL
 AA0989  ______________________________________________________________________
 AA0989* NAD 83(1986) POSITION- 24 36 09.     (N) 081 39 16.     (W)   SCALED
 AA0989* NAVD 88 ORTHO HEIGHT -     1.153 (meters)        3.78  (feet) ADJUSTED
 AA0989  ______________________________________________________________________
 AA0989  GEOID HEIGHT    -        -21.723 (meters)                     GEOID18
 AA0989  DYNAMIC HEIGHT  -          1.151 (meters)        3.78  (feet) COMP
 AA0989  MODELED GRAVITY -    978,961.6   (mgal)                       NAVD 88
 AA0989
 AA0989  VERT ORDER      -  FIRST     CLASS II
 AA0989
 AA0989.The horizontal coordinates were scaled from a map and have
 AA0989.an estimated accuracy of +/- 6 seconds.
 AA0989
 AA0989.The orthometric height was determined by differential leveling and
 AA0989.adjusted by the NATIONAL GEODETIC SURVEY
 AA0989.in June 1991.
 AA0989
 AA0989.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0989.GEOID18 height accuracy estimate available here.
 AA0989
 AA0989.This Tidal Bench Mark is designated as VM 11038
 AA0989.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0989
 AA0989.Click photographs - Photos may exist for this station.
 AA0989
 AA0989.The dynamic height is computed by dividing the NAVD 88
 AA0989.geopotential number by the normal gravity value computed on the
 AA0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0989.degrees latitude (g = 980.6199 gals.).
 AA0989
 AA0989.The modeled gravity was interpolated from observed gravity values.
 AA0989
 AA0989;                    North         East    Units  Estimated Accuracy
 AA0989;SPC FL E     -    29,970.      133,730.      MT  (+/- 180 meters Scaled)
 AA0989
 AA0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337210(NAD 83)
 AA0989
 AA0989                          SUPERSEDED SURVEY CONTROL
 AA0989
 AA0989  NGVD 29 (09/01/92)    1.568  (m)            5.14   (f) ADJUSTED    1 2
 AA0989
 AA0989.Superseded values are not recommended for survey control.
 AA0989
 AA0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0989.See file dsdata.pdf to determine how the superseded data were derived.
 AA0989
 AA0989_MARKER: DJ = TIDAL STATION DISK
 AA0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0989_STAMPING: NO. 4 1974
 AA0989_MARK LOGO: NOS
 AA0989_PROJECTION: PROJECTING 5 CENTIMETERS
 AA0989_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0989+STABILITY: SURFACE MOTION
 AA0989_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0989+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 AA0989
 AA0989  HISTORY     - Date     Condition        Report By
 AA0989  HISTORY     - 1974     MONUMENTED       NOS
 AA0989  HISTORY     - 1982     GOOD             FLDNR
 AA0989  HISTORY     - 1986     GOOD             FLDNR
 AA0989  HISTORY     - 19881108 GOOD             FLDNR
 AA0989  HISTORY     - 19980401 GOOD             NGS
 AA0989
 AA0989                          STATION DESCRIPTION
 AA0989
 AA0989'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0989'10.1 MI NE FROM KEY WEST.
 AA0989'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 9.9 MILES
 AA0989'NORTHEAST ON U.S. HIGHWAY 1 TO THE JUNCTION OF DIAMOND ROAD,
 AA0989'GO 0.2 MILE NORTH ON DIAMOND ROAD TO THE MARK.  THE MARK BEARS
 AA0989'31 FEET EAST OF THE CENTERLINE OF THE ROAD, 4 FEET EAST OF A
 AA0989'PHONE CABLE BOX, AND IS NEAR THE NORTHWEST PROPERTY CORNER AT
 AA0989'7 DIAMOND ROAD.
 AA0989
 AA0989                          STATION RECOVERY (1986)
 AA0989
 AA0989'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA0989'RECOVERED IN GOOD CONDITION.
 AA0989
 AA0989                          STATION RECOVERY (1988)
 AA0989
 AA0989'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0989'RECOVERED IN GOOD CONDITION.
 AA0989
 AA0989                          STATION RECOVERY (1998)
 AA0989
 AA0989'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AA0989'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING CHANGES SHOULD BE
 AA0989'NOTED, TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 1
 AA0989'AND COUNTY ROAD 941 ON KEY.  GO WEST ON HWY.  1 FOR 0.20 MI (0.32 KM)
 AA0989'TO DAIMOND ROAD ON THE RIGHT.  TURN RIGHT ONTO DIAMOND ROAD AND GO
 AA0989'0.20 MI (0.32 KM) TO THE STATION ON THE RIGHT.  THE PHONE CABLE BOX IS
 AA0989'NO LONGER THERE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1636 ***********************************************************************
 AA1636  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1636  DESIGNATION -  872 4489 TIDAL 5
 AA1636  PID         -  AA1636
 AA1636  STATE/COUNTY-  FL/MONROE
 AA1636  COUNTRY     -  US
 AA1636  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1636
 AA1636                         *CURRENT SURVEY CONTROL
 AA1636  ______________________________________________________________________
 AA1636* NAD 83(1986) POSITION- 24 36 09.     (N) 081 39 16.     (W)   SCALED
 AA1636* NAVD 88 ORTHO HEIGHT -     1.218 (meters)        4.00  (feet) ADJUSTED
 AA1636  ______________________________________________________________________
 AA1636  GEOID HEIGHT    -        -21.723 (meters)                     GEOID18
 AA1636  DYNAMIC HEIGHT  -          1.216 (meters)        3.99  (feet) COMP
 AA1636  MODELED GRAVITY -    978,961.6   (mgal)                       NAVD 88
 AA1636
 AA1636  VERT ORDER      -  FIRST     CLASS II
 AA1636
 AA1636.The horizontal coordinates were scaled from a map and have
 AA1636.an estimated accuracy of +/- 6 seconds.
 AA1636
 AA1636.The orthometric height was determined by differential leveling and
 AA1636.adjusted by the NATIONAL GEODETIC SURVEY
 AA1636.in June 1991.
 AA1636
 AA1636.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1636.GEOID18 height accuracy estimate available here.
 AA1636
 AA1636.This Tidal Bench Mark is designated as VM 11039
 AA1636.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1636
 AA1636.Click photographs - Photos may exist for this station.
 AA1636
 AA1636.The dynamic height is computed by dividing the NAVD 88
 AA1636.geopotential number by the normal gravity value computed on the
 AA1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1636.degrees latitude (g = 980.6199 gals.).
 AA1636
 AA1636.The modeled gravity was interpolated from observed gravity values.
 AA1636
 AA1636;                    North         East    Units  Estimated Accuracy
 AA1636;SPC FL E     -    29,970.      133,730.      MT  (+/- 180 meters Scaled)
 AA1636
 AA1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH337210(NAD 83)
 AA1636
 AA1636                          SUPERSEDED SURVEY CONTROL
 AA1636
 AA1636  NGVD 29 (09/01/92)    1.632  (m)            5.35   (f) ADJUSTED    1 2
 AA1636
 AA1636.Superseded values are not recommended for survey control.
 AA1636
 AA1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1636.See file dsdata.pdf to determine how the superseded data were derived.
 AA1636
 AA1636_MARKER: DJ = TIDAL STATION DISK
 AA1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1636_STAMPING: NO. 5 1974
 AA1636_MARK LOGO: NOS
 AA1636_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1636+STABILITY: SURFACE MOTION
 AA1636_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1636+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1998
 AA1636
 AA1636  HISTORY     - Date     Condition        Report By
 AA1636  HISTORY     - 1974     MONUMENTED       NOS
 AA1636  HISTORY     - 1986     GOOD             FLDNR
 AA1636  HISTORY     - 19881108 GOOD             FLDNR
 AA1636  HISTORY     - 19980401 GOOD             NGS
 AA1636
 AA1636                          STATION DESCRIPTION
 AA1636
 AA1636'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1636'10.1 MI NE FROM KEY WEST.
 AA1636'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 9.9 MILES NORTHEAST ON
 AA1636'U.S. HIGHWAY 1 TO THE INTERSECTION OF DIAMOND ROAD, GO 0.15 MILE
 AA1636'NORTH ON DIAMOND ROAD TO THE MARK.  THE MARK BEARS 20 FEET WEST OF
 AA1636'THE CENTERLINE OF THE ROAD, 2 FEET NORTH OF POWER POLE BC21-150, AND
 AA1636'THE MARK IS RECESSED IN A 4-INCH DIAMETER HOLE IN THE SIDEWALK.
 AA1636
 AA1636                          STATION RECOVERY (1988)
 AA1636
 AA1636'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1636'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA1636'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA1636'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA1636'BOULEVARDAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 11.48 KM (7.15 MI)
 AA1636'TO THE JUNCTION OF DIAMOND ROADAND GO NORTH ON DIAMOND ROAD FOR 0.24
 AA1636'KM (0.15 MI) TO THE MARKDIAMETER HOLE IN THE SIDEWALK NEAR THE
 AA1636'NORTHEAST PROPERTY CORNER OF NUMBER 14 DIAMOND AND 0.61 M (2.00 FT)
 AA1636'NORTH OF POWER POLE BC21-150.
 AA1636
 AA1636                          STATION RECOVERY (1998)
 AA1636
 AA1636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 AA1636'RECOVERED IN GOOD CONDITION.  NOTE--THE FOLLOWING CHANGES SHOULD BE
 AA1636'NOTED, TO REACH THE STATION FROM THE INTERSECTION OF U.S.  HIGHWAY 1
 AA1636'AND COUNTY ROAD 941 ON KEY.  GO WEST ON HWY.  1 FOR 0.20 MI (0.32 KM)
 AA1636'TO DAIMOND ROAD ON THE RIGHT.  TURN RIGHT ONTO DIAMOND ROAD AND GO
 AA1636'0.15 MI (0.24 KM) TO THE STATION ON THE LEFT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1001 ***********************************************************************
 AA1001  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1001  DESIGNATION -  872 4499 F TIDAL
 AA1001  PID         -  AA1001
 AA1001  STATE/COUNTY-  FL/MONROE
 AA1001  COUNTRY     -  US
 AA1001  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1001
 AA1001                         *CURRENT SURVEY CONTROL
 AA1001  ______________________________________________________________________
 AA1001* NAD 83(1986) POSITION- 24 34 56.     (N) 081 42 45.     (W)   SCALED
 AA1001* NAVD 88 ORTHO HEIGHT -     0.752 (meters)        2.47  (feet) ADJUSTED
 AA1001  ______________________________________________________________________
 AA1001  GEOID HEIGHT    -        -21.729 (meters)                     GEOID18
 AA1001  DYNAMIC HEIGHT  -          0.751 (meters)        2.46  (feet) COMP
 AA1001  MODELED GRAVITY -    978,956.3   (mgal)                       NAVD 88
 AA1001
 AA1001  VERT ORDER      -  FIRST     CLASS II
 AA1001
 AA1001.The horizontal coordinates were scaled from a map and have
 AA1001.an estimated accuracy of +/- 6 seconds.
 AA1001
 AA1001.The orthometric height was determined by differential leveling and
 AA1001.adjusted by the NATIONAL GEODETIC SURVEY
 AA1001.in June 1991.
 AA1001
 AA1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1001.GEOID18 height accuracy estimate available here.
 AA1001
 AA1001.This Tidal Bench Mark is designated as VM 11031
 AA1001.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1001
 AA1001.Click photographs - Photos may exist for this station.
 AA1001
 AA1001.The dynamic height is computed by dividing the NAVD 88
 AA1001.geopotential number by the normal gravity value computed on the
 AA1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1001.degrees latitude (g = 980.6199 gals.).
 AA1001
 AA1001.The modeled gravity was interpolated from observed gravity values.
 AA1001
 AA1001;                    North         East    Units  Estimated Accuracy
 AA1001;SPC FL E     -    27,750.      127,840.      MT  (+/- 180 meters Scaled)
 AA1001
 AA1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH278188(NAD 83)
 AA1001
 AA1001                          SUPERSEDED SURVEY CONTROL
 AA1001
 AA1001  NGVD 29 (09/01/92)    1.167  (m)            3.83   (f) ADJUSTED    1 2
 AA1001
 AA1001.Superseded values are not recommended for survey control.
 AA1001
 AA1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1001.See file dsdata.pdf to determine how the superseded data were derived.
 AA1001
 AA1001_MARKER: DJ = TIDAL STATION DISK
 AA1001_SETTING: 66 = SET IN ROCK OUTCROP
 AA1001_STAMPING: 4499 F 1982
 AA1001_MARK LOGO: NOS
 AA1001_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1001+STABILITY: POSITION/ELEVATION WELL
 AA1001
 AA1001  HISTORY     - Date     Condition        Report By
 AA1001  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1001  HISTORY     - 19881108 GOOD             FLDNR
 AA1001
 AA1001                          STATION DESCRIPTION
 AA1001
 AA1001'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1001'IN BOCA CHICA NAVAL AIR STATION.
 AA1001'THE MARK IS IN THE WEAPONS STORAGE AREA AT THE BOCA CHICA
 AA1001'NAVAL AIR STATION.  THE MARK BEARS 41.3 FEET NORTH OF THE
 AA1001'EAST-WEST CHAIN-LINK FENCE ON THE NORTH SIDE OF THE WEAPONS
 AA1001'DEPOT, 26.3 FEET NORTH OF THE CENTERLINE OF A TRACK ROAD, AND
 AA1001'105.4 FEET WEST-NORTHWEST OF THE NORTHEAST FENCE CORNER.
 AA1001'THE MARK IS ABOVE LEVEL WITH GROUND.
 AA1001
 AA1001                          STATION RECOVERY (1988)
 AA1001
 AA1001'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1001'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1000 ***********************************************************************
 AA1000  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1000  DESIGNATION -  872 4499 G TIDAL
 AA1000  PID         -  AA1000
 AA1000  STATE/COUNTY-  FL/MONROE
 AA1000  COUNTRY     -  US
 AA1000  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1000
 AA1000                         *CURRENT SURVEY CONTROL
 AA1000  ______________________________________________________________________
 AA1000* NAD 83(1986) POSITION- 24 34 55.     (N) 081 42 44.     (W)   SCALED
 AA1000* NAVD 88 ORTHO HEIGHT -     0.669 (meters)        2.19  (feet) ADJUSTED
 AA1000  ______________________________________________________________________
 AA1000  GEOID HEIGHT    -        -21.730 (meters)                     GEOID18
 AA1000  DYNAMIC HEIGHT  -          0.667 (meters)        2.19  (feet) COMP
 AA1000  MODELED GRAVITY -    978,956.3   (mgal)                       NAVD 88
 AA1000
 AA1000  VERT ORDER      -  FIRST     CLASS II
 AA1000
 AA1000.The horizontal coordinates were scaled from a map and have
 AA1000.an estimated accuracy of +/- 6 seconds.
 AA1000
 AA1000.The orthometric height was determined by differential leveling and
 AA1000.adjusted by the NATIONAL GEODETIC SURVEY
 AA1000.in June 1991.
 AA1000
 AA1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1000.GEOID18 height accuracy estimate available here.
 AA1000
 AA1000.This Tidal Bench Mark is designated as VM 11032
 AA1000.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1000
 AA1000.Click photographs - Photos may exist for this station.
 AA1000
 AA1000.The dynamic height is computed by dividing the NAVD 88
 AA1000.geopotential number by the normal gravity value computed on the
 AA1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1000.degrees latitude (g = 980.6199 gals.).
 AA1000
 AA1000.The modeled gravity was interpolated from observed gravity values.
 AA1000
 AA1000;                    North         East    Units  Estimated Accuracy
 AA1000;SPC FL E     -    27,720.      127,860.      MT  (+/- 180 meters Scaled)
 AA1000
 AA1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH278188(NAD 83)
 AA1000
 AA1000                          SUPERSEDED SURVEY CONTROL
 AA1000
 AA1000  NGVD 29 (09/01/92)    1.082  (m)            3.55   (f) ADJUSTED    1 2
 AA1000
 AA1000.Superseded values are not recommended for survey control.
 AA1000
 AA1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1000.See file dsdata.pdf to determine how the superseded data were derived.
 AA1000
 AA1000_MARKER: DJ = TIDAL STATION DISK
 AA1000_SETTING: 66 = SET IN ROCK OUTCROP
 AA1000_STAMPING: 4499 G 1982
 AA1000_MARK LOGO: NOS
 AA1000_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA1000+STABILITY: POSITION/ELEVATION WELL
 AA1000
 AA1000  HISTORY     - Date     Condition        Report By
 AA1000  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1000  HISTORY     - 19881108 GOOD             FLDNR
 AA1000
 AA1000                          STATION DESCRIPTION
 AA1000
 AA1000'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1000'IN BOCA CHICA NAVAL AIR STATION.
 AA1000'THE MARK IS IN THE WEAPONS STORAGE AREA AT THE BOCA CHICA
 AA1000'NAVAL AIR STATION.  THE MARK BEARS 61.9 FEET SOUTH OF THE
 AA1000'CENTERLINE OF THE PAVED ROAD TO THE WEAPONS DEPOT, 37.4 FEET
 AA1000'EAST OF THE CHAIN-LINK FENCE ON THE EAST SIDE OF THE WEAPONS
 AA1000'DEPOT, AND 72.5 FEET SOUTHEAST OF THE CENTER OF THE ENTRANCE
 AA1000'GATE TO THE WEAPONS DEPOT.
 AA1000'THE MARK IS 1 FT BELOW ROAD.
 AA1000
 AA1000                          STATION RECOVERY (1988)
 AA1000
 AA1000'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1000'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1022 ***********************************************************************
 AA1022  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1022  DESIGNATION -  872 4503 F TIDAL
 AA1022  PID         -  AA1022
 AA1022  STATE/COUNTY-  FL/MONROE
 AA1022  COUNTRY     -  US
 AA1022  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1022
 AA1022                         *CURRENT SURVEY CONTROL
 AA1022  ______________________________________________________________________
 AA1022* NAD 83(1986) POSITION- 24 34 37.2    (N) 081 43 14.8    (W)   HD_HELD2
 AA1022* NAVD 88 ORTHO HEIGHT -     5.724 (meters)       18.78  (feet) ADJUSTED
 AA1022  ______________________________________________________________________
 AA1022  GEOID HEIGHT    -        -21.736 (meters)                     GEOID18
 AA1022  DYNAMIC HEIGHT  -          5.714 (meters)       18.75  (feet) COMP
 AA1022  MODELED GRAVITY -    978,957.2   (mgal)                       NAVD 88
 AA1022
 AA1022  VERT ORDER      -  FIRST     CLASS II
 AA1022
 AA1022.The horizontal coordinates were established by autonomous hand held GPS
 AA1022.observations and have an estimated accuracy of +/- 10 meters.
 AA1022
 AA1022.The orthometric height was determined by differential leveling and
 AA1022.adjusted by the NATIONAL GEODETIC SURVEY
 AA1022.in June 1991.
 AA1022
 AA1022.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1022.GEOID18 height accuracy estimate available here.
 AA1022
 AA1022.This Tidal Bench Mark is designated as VM 11025
 AA1022.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1022
 AA1022.Click photographs - Photos may exist for this station.
 AA1022
 AA1022.The dynamic height is computed by dividing the NAVD 88
 AA1022.geopotential number by the normal gravity value computed on the
 AA1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1022.degrees latitude (g = 980.6199 gals.).
 AA1022
 AA1022.The modeled gravity was interpolated from observed gravity values.
 AA1022
 AA1022;                    North         East    Units  Estimated Accuracy
 AA1022;SPC FL E     -    27,179.      126,993.      MT  (+/- 10 meters HH2 GPS)
 AA1022
 AA1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2701818301(NAD 83)
 AA1022
 AA1022                          SUPERSEDED SURVEY CONTROL
 AA1022
 AA1022  NGVD 29 (09/01/92)    6.129  (m)           20.11   (f) ADJUSTED    1 2
 AA1022
 AA1022.Superseded values are not recommended for survey control.
 AA1022
 AA1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1022.See file dsdata.pdf to determine how the superseded data were derived.
 AA1022
 AA1022_MARKER: DB = BENCH MARK DISK
 AA1022_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1022_SP_SET: BRIDGE GUARDRAIL
 AA1022_STAMPING: 4503 F
 AA1022_MARK LOGO: FLDT
 AA1022_PROJECTION: FLUSH
 AA1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1022+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2025
 AA1022
 AA1022  HISTORY     - Date     Condition        Report By
 AA1022  HISTORY     - UNK      MONUMENTED       FLDT
 AA1022  HISTORY     - 1982     GOOD             FLDNR
 AA1022  HISTORY     - 19881108 GOOD             FLDNR
 AA1022  HISTORY     - 20251108 GOOD             FLDEP
 AA1022
 AA1022                          STATION DESCRIPTION
 AA1022
 AA1022'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1022'5.25 MI NE FROM KEY WEST.
 AA1022'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 5.25 MILES NORTHEAST
 AA1022'ON U.S. HIGHWAY 1 TO THE WEST END OF THE BOCA CHICA-STOCK ISLAND
 AA1022'BRIDGE.  THE MARK BEARS 19.4 FEET NORTH OF THE CENTERLINE OF THE
 AA1022'EASTBOUND LANE, 1.2 FEET WEST OF THE BRIDGE ABUTMENT, AND 5.1 FEET
 AA1022'EAST OF THE WEST END OF THE GUARDRAIL.
 AA1022'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA1022
 AA1022                          STATION RECOVERY (1988)
 AA1022
 AA1022'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1022'RECOVERED IN GOOD CONDITION.
 AA1022
 AA1022                          STATION RECOVERY (2025)
 AA1022
 AA1022'RECOVERY NOTE BY FL DEPT OF ENV PRO 2025 (RXG)
 AA1022'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1025 ***********************************************************************
 AA1025  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1025  DESIGNATION -  872 4503 G TIDAL
 AA1025  PID         -  AA1025
 AA1025  STATE/COUNTY-  FL/MONROE
 AA1025  COUNTRY     -  US
 AA1025  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1025
 AA1025                         *CURRENT SURVEY CONTROL
 AA1025  ______________________________________________________________________
 AA1025* NAD 83(1986) POSITION- 24 34 38.     (N) 081 43 17.     (W)   SCALED
 AA1025* NAVD 88 ORTHO HEIGHT -     1.058 (meters)        3.47  (feet) ADJUSTED
 AA1025  ______________________________________________________________________
 AA1025  GEOID HEIGHT    -        -21.735 (meters)                     GEOID18
 AA1025  DYNAMIC HEIGHT  -          1.056 (meters)        3.46  (feet) COMP
 AA1025  MODELED GRAVITY -    978,957.2   (mgal)                       NAVD 88
 AA1025
 AA1025  VERT ORDER      -  FIRST     CLASS II
 AA1025
 AA1025.The horizontal coordinates were scaled from a map and have
 AA1025.an estimated accuracy of +/- 6 seconds.
 AA1025
 AA1025.The orthometric height was determined by differential leveling and
 AA1025.adjusted by the NATIONAL GEODETIC SURVEY
 AA1025.in June 1991.
 AA1025
 AA1025.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1025.GEOID18 height accuracy estimate available here.
 AA1025
 AA1025.This Tidal Bench Mark is designated as VM 11026
 AA1025.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1025
 AA1025.Click photographs - Photos may exist for this station.
 AA1025
 AA1025.The dynamic height is computed by dividing the NAVD 88
 AA1025.geopotential number by the normal gravity value computed on the
 AA1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1025.degrees latitude (g = 980.6199 gals.).
 AA1025
 AA1025.The modeled gravity was interpolated from observed gravity values.
 AA1025
 AA1025;                    North         East    Units  Estimated Accuracy
 AA1025;SPC FL E     -    27,200.      126,930.      MT  (+/- 180 meters Scaled)
 AA1025
 AA1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH269183(NAD 83)
 AA1025
 AA1025                          SUPERSEDED SURVEY CONTROL
 AA1025
 AA1025  NGVD 29 (09/01/92)    1.464  (m)            4.80   (f) ADJUSTED    1 2
 AA1025
 AA1025.Superseded values are not recommended for survey control.
 AA1025
 AA1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1025.See file dsdata.pdf to determine how the superseded data were derived.
 AA1025
 AA1025_MARKER: DJ = TIDAL STATION DISK
 AA1025_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1025_SP_SET: BULKHEAD
 AA1025_STAMPING: 4503 G 1982
 AA1025_MARK LOGO: NOS
 AA1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1025+STABILITY: SURFACE MOTION
 AA1025
 AA1025  HISTORY     - Date     Condition        Report By
 AA1025  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1025  HISTORY     - 19881108 GOOD             FLDNR
 AA1025
 AA1025                          STATION DESCRIPTION
 AA1025
 AA1025'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1025'5.25 MI NE FROM KEY WEST.
 AA1025'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 5.25 MILES NORTHEAST
 AA1025'ON U.S. HIGHWAY 1 TO THE WEST END OF THE BOCA CHICA-STOCK ISLAND
 AA1025'BRIDGE.  THE MARK BEARS 8.5 FEET NORTH OF THE NORTH EDGE OF THE
 AA1025'EASTBOUND BRIDGE AND 7.5 FEET SOUTH OF THE SOUTH EDGE OF THE
 AA1025'WESTBOUND BRIDGE.
 AA1025'THE MARK IS 12 FT BELOW HIGHWAY.
 AA1025
 AA1025                          STATION RECOVERY (1988)
 AA1025
 AA1025'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1025'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1024 ***********************************************************************
 AA1024  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1024  DESIGNATION -  872 4503 TIDAL 1
 AA1024  PID         -  AA1024
 AA1024  STATE/COUNTY-  FL/MONROE
 AA1024  COUNTRY     -  US
 AA1024  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1024
 AA1024                         *CURRENT SURVEY CONTROL
 AA1024  ______________________________________________________________________
 AA1024* NAD 83(1986) POSITION- 24 34 38.0    (N) 081 43 14.6    (W)   HD_HELD2
 AA1024* NAVD 88 ORTHO HEIGHT -     1.090 (meters)        3.58  (feet) ADJUSTED
 AA1024  ______________________________________________________________________
 AA1024  GEOID HEIGHT    -        -21.736 (meters)                     GEOID18
 AA1024  DYNAMIC HEIGHT  -          1.088 (meters)        3.57  (feet) COMP
 AA1024  MODELED GRAVITY -    978,957.2   (mgal)                       NAVD 88
 AA1024
 AA1024  VERT ORDER      -  FIRST     CLASS II
 AA1024
 AA1024.The horizontal coordinates were established by autonomous hand held GPS
 AA1024.observations and have an estimated accuracy of +/- 10 meters.
 AA1024
 AA1024.The orthometric height was determined by differential leveling and
 AA1024.adjusted by the NATIONAL GEODETIC SURVEY
 AA1024.in June 1991.
 AA1024
 AA1024.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1024.GEOID18 height accuracy estimate available here.
 AA1024
 AA1024.This Tidal Bench Mark is designated as VM 11023
 AA1024.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1024
 AA1024.Click photographs - Photos may exist for this station.
 AA1024
 AA1024.The dynamic height is computed by dividing the NAVD 88
 AA1024.geopotential number by the normal gravity value computed on the
 AA1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1024.degrees latitude (g = 980.6199 gals.).
 AA1024
 AA1024.The modeled gravity was interpolated from observed gravity values.
 AA1024
 AA1024;                    North         East    Units  Estimated Accuracy
 AA1024;SPC FL E     -    27,204.      126,999.      MT  (+/- 10 meters HH2 GPS)
 AA1024
 AA1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2702318326(NAD 83)
 AA1024
 AA1024                          SUPERSEDED SURVEY CONTROL
 AA1024
 AA1024  NGVD 29 (09/01/92)    1.496  (m)            4.91   (f) ADJUSTED    1 2
 AA1024
 AA1024.Superseded values are not recommended for survey control.
 AA1024
 AA1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1024.See file dsdata.pdf to determine how the superseded data were derived.
 AA1024
 AA1024_MARKER: DJ = TIDAL STATION DISK
 AA1024_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1024_SP_SET: BULKHEAD
 AA1024_STAMPING: NO. 1 1973
 AA1024_MARK LOGO: NOS
 AA1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1024+STABILITY: SURFACE MOTION
 AA1024
 AA1024  HISTORY     - Date     Condition        Report By
 AA1024  HISTORY     - 1973     MONUMENTED       NOS
 AA1024  HISTORY     - 1982     GOOD             FLDNR
 AA1024  HISTORY     - 19881108 GOOD             FLDNR
 AA1024
 AA1024                          STATION DESCRIPTION
 AA1024
 AA1024'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1024'5.25 MI NE FROM KEY WEST.
 AA1024'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 5.25 MILES NORTHEAST
 AA1024'ON U.S. HIGHWAY 1 TO THE WEST END OF THE BOCA CHICA-STOCK ISLAND
 AA1024'BRIDGE.  THE MARK BEARS 71.1 FEET NORTH OF THE SOUTH END OF THE
 AA1024'NORTH/SOUTH BULKHEAD BELOW THE BRIDGE, AND 25.6 FEET NORTH OF THE
 AA1024'NORTH SIDE OF THE WESTBOUND BRIDGE.
 AA1024'THE MARK IS 12 FT BELOW HIGHWAY.
 AA1024
 AA1024                          STATION RECOVERY (1988)
 AA1024
 AA1024'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1024'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1023 ***********************************************************************
 AA1023  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1023  DESIGNATION -  872 4503 TIDAL 2
 AA1023  PID         -  AA1023
 AA1023  STATE/COUNTY-  FL/MONROE
 AA1023  COUNTRY     -  US
 AA1023  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1023
 AA1023                         *CURRENT SURVEY CONTROL
 AA1023  ______________________________________________________________________
 AA1023* NAD 83(1986) POSITION- 24 34 38.     (N) 081 43 17.     (W)   SCALED
 AA1023* NAVD 88 ORTHO HEIGHT -     5.545 (meters)       18.19  (feet) ADJUSTED
 AA1023  ______________________________________________________________________
 AA1023  GEOID HEIGHT    -        -21.735 (meters)                     GEOID18
 AA1023  DYNAMIC HEIGHT  -          5.536 (meters)       18.16  (feet) COMP
 AA1023  MODELED GRAVITY -    978,957.2   (mgal)                       NAVD 88
 AA1023
 AA1023  VERT ORDER      -  FIRST     CLASS II
 AA1023
 AA1023.The horizontal coordinates were scaled from a map and have
 AA1023.an estimated accuracy of +/- 6 seconds.
 AA1023
 AA1023.The orthometric height was determined by differential leveling and
 AA1023.adjusted by the NATIONAL GEODETIC SURVEY
 AA1023.in June 1991.
 AA1023
 AA1023.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1023.GEOID18 height accuracy estimate available here.
 AA1023
 AA1023.This Tidal Bench Mark is designated as VM 11024
 AA1023.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1023
 AA1023.Click photographs - Photos may exist for this station.
 AA1023
 AA1023.The dynamic height is computed by dividing the NAVD 88
 AA1023.geopotential number by the normal gravity value computed on the
 AA1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1023.degrees latitude (g = 980.6199 gals.).
 AA1023
 AA1023.The modeled gravity was interpolated from observed gravity values.
 AA1023
 AA1023;                    North         East    Units  Estimated Accuracy
 AA1023;SPC FL E     -    27,200.      126,930.      MT  (+/- 180 meters Scaled)
 AA1023
 AA1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH269183(NAD 83)
 AA1023
 AA1023                          SUPERSEDED SURVEY CONTROL
 AA1023
 AA1023  NGVD 29 (09/01/92)    5.951  (m)           19.52   (f) ADJUSTED    1 2
 AA1023
 AA1023.Superseded values are not recommended for survey control.
 AA1023
 AA1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1023.See file dsdata.pdf to determine how the superseded data were derived.
 AA1023
 AA1023_MARKER: DJ = TIDAL STATION DISK
 AA1023_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1023_SP_SET: BRIDGE PARAPET
 AA1023_STAMPING: NO. 2 1973
 AA1023_MARK LOGO: NOS
 AA1023_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1023
 AA1023  HISTORY     - Date     Condition        Report By
 AA1023  HISTORY     - 1973     MONUMENTED       NOS
 AA1023  HISTORY     - 1982     GOOD             FLDNR
 AA1023  HISTORY     - 19881108 GOOD             FLDNR
 AA1023
 AA1023                          STATION DESCRIPTION
 AA1023
 AA1023'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1023'5.25 MI NE FROM KEY WEST.
 AA1023'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 5.25 MILES NORTHEAST
 AA1023'ON U.S. HIGHWAY 1 TO THE WEST END OF THE BOCA CHICA-STOCK ISLAND
 AA1023'BRIDGE.  THE MARK BEARS 22.3 FEET NORTH OF THE CENTERLINE OF THE
 AA1023'WESTBOUND LANE AND 2.9 FEET EAST OF THE WEST END OF THE GUARDRAIL.
 AA1023'THE MARK IS 3 FT ABOVE HIGHWAY.
 AA1023
 AA1023                          STATION RECOVERY (1988)
 AA1023
 AA1023'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1023'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1020 ***********************************************************************
 AA1020  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1020  DESIGNATION -  872 4517 TIDAL 1
 AA1020  PID         -  AA1020
 AA1020  STATE/COUNTY-  FL/MONROE
 AA1020  COUNTRY     -  US
 AA1020  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1020
 AA1020                         *CURRENT SURVEY CONTROL
 AA1020  ______________________________________________________________________
 AA1020* NAD 83(1986) POSITION- 24 34 52.06   (N) 081 44 18.54   (W)   HD_HELD1
 AA1020* NAVD 88 ORTHO HEIGHT -     0.803 (meters)        2.63  (feet) ADJUSTED
 AA1020  ______________________________________________________________________
 AA1020  GEOID HEIGHT    -        -21.725 (meters)                     GEOID18
 AA1020  DYNAMIC HEIGHT  -          0.802 (meters)        2.63  (feet) COMP
 AA1020  MODELED GRAVITY -    978,957.1   (mgal)                       NAVD 88
 AA1020
 AA1020  VERT ORDER      -  FIRST     CLASS II
 AA1020
 AA1020.The horizontal coordinates were determined by differentially corrected
 AA1020.hand held GPS observations or other comparable positioning techniques
 AA1020.and have an estimated accuracy of +/- 3 meters.
 AA1020
 AA1020.The orthometric height was determined by differential leveling and
 AA1020.adjusted by the NATIONAL GEODETIC SURVEY
 AA1020.in May 1994.
 AA1020
 AA1020.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1020.GEOID18 height accuracy estimate available here.
 AA1020
 AA1020.This Tidal Bench Mark is designated as VM 11015
 AA1020.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1020
 AA1020.Click photographs - Photos may exist for this station.
 AA1020
 AA1020.The dynamic height is computed by dividing the NAVD 88
 AA1020.geopotential number by the normal gravity value computed on the
 AA1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1020.degrees latitude (g = 980.6199 gals.).
 AA1020
 AA1020.The modeled gravity was interpolated from observed gravity values.
 AA1020
 AA1020;                    North         East    Units  Estimated Accuracy
 AA1020;SPC FL E     -    27,645.8     125,202.3     MT  (+/- 3 meters HH1 GPS) 
 AA1020
 AA1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2522718768(NAD 83)
 AA1020
 AA1020                          SUPERSEDED SURVEY CONTROL
 AA1020
 AA1020  NAVD 88 (06/15/91)    0.802  (m)            2.63   (f) SUPERSEDED  1 2
 AA1020  NGVD 29 (09/01/92)    1.213  (m)            3.98   (f) ADJUSTED    1 2
 AA1020
 AA1020.Superseded values are not recommended for survey control.
 AA1020
 AA1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1020.See file dsdata.pdf to determine how the superseded data were derived.
 AA1020
 AA1020_MARKER: DJ = TIDAL STATION DISK
 AA1020_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1020_SP_SET: SIDEWALK
 AA1020_STAMPING: NO. 1 1974
 AA1020_MARK LOGO: NOS
 AA1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1020
 AA1020  HISTORY     - Date     Condition        Report By
 AA1020  HISTORY     - 1974     MONUMENTED       NOS
 AA1020  HISTORY     - 1982     GOOD             FLDNR
 AA1020  HISTORY     - 19881108 GOOD             FLDNR
 AA1020  HISTORY     - 20211224 MARK NOT FOUND   USPSQD
 AA1020
 AA1020                          STATION DESCRIPTION
 AA1020
 AA1020'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1020'4.5 MI NE FROM KEY WEST.
 AA1020'BEGIN AT THE WEST END OF THE BOCA CHICA CHANNEL BRIDGE IN KEY WEST,
 AA1020'GO 0.7 MILE
 AA1020'WEST ALONG U.S. HIGHWAY 1 TO KEY HAVEN ROAD, THEN GO 0.5 MILE NORTH
 AA1020'ALONG KEY HAVEN ROAD TO THE MARK.  THE MARK BEARS 29.5 FEET WEST OF
 AA1020'THE CENTERLINE OF KEY HAVEN ROAD, 3.7 FEET WEST OF THE EAST SIDE OF
 AA1020'THE SIDEWALK, AND IN LINE WITH THE PROPERTY LINE BETWEEN 119 KEY
 AA1020'HAVEN ROAD AND 117 KEY HAVEN ROAD.  THE MARK IS SET FLUSH IN THE
 AA1020'SIDEWALK.
 AA1020'THE MARK IS 0.5 FT ABOVE ROAD.
 AA1020
 AA1020                          STATION RECOVERY (1988)
 AA1020
 AA1020'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1020'RECOVERED IN GOOD CONDITION.
 AA1020
 AA1020                          STATION RECOVERY (2021)
 AA1020
 AA1020'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 AA1020'MARK NOT FOUND, BELIEVE WASTE WATER IMPROVEMENTS WITH SIDEWALK
 AA1020'REPLACEMENT HAS REMOVED MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1019 ***********************************************************************
 AA1019  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1019  DESIGNATION -  872 4517 TIDAL 2
 AA1019  PID         -  AA1019
 AA1019  STATE/COUNTY-  FL/MONROE
 AA1019  COUNTRY     -  US
 AA1019  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1019
 AA1019                         *CURRENT SURVEY CONTROL
 AA1019  ______________________________________________________________________
 AA1019* NAD 83(1986) POSITION- 24 34 51.6    (N) 081 44 17.9    (W)   HD_HELD2
 AA1019* NAVD 88 ORTHO HEIGHT -     0.814 (meters)        2.67  (feet) ADJUSTED
 AA1019  ______________________________________________________________________
 AA1019  GEOID HEIGHT    -        -21.725 (meters)                     GEOID18
 AA1019  DYNAMIC HEIGHT  -          0.813 (meters)        2.67  (feet) COMP
 AA1019  MODELED GRAVITY -    978,957.1   (mgal)                       NAVD 88
 AA1019
 AA1019  VERT ORDER      -  FIRST     CLASS II
 AA1019
 AA1019.The horizontal coordinates were established by autonomous hand held GPS
 AA1019.observations and have an estimated accuracy of +/- 10 meters.
 AA1019
 AA1019.The orthometric height was determined by differential leveling and
 AA1019.adjusted by the NATIONAL GEODETIC SURVEY
 AA1019.in May 1994.
 AA1019
 AA1019.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1019.GEOID18 height accuracy estimate available here.
 AA1019
 AA1019.This Tidal Bench Mark is designated as VM 11013
 AA1019.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1019
 AA1019.Click photographs - Photos may exist for this station.
 AA1019
 AA1019.The dynamic height is computed by dividing the NAVD 88
 AA1019.geopotential number by the normal gravity value computed on the
 AA1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1019.degrees latitude (g = 980.6199 gals.).
 AA1019
 AA1019.The modeled gravity was interpolated from observed gravity values.
 AA1019
 AA1019;                    North         East    Units  Estimated Accuracy
 AA1019;SPC FL E     -    27,632.      125,220.      MT  (+/- 10 meters HH2 GPS)
 AA1019
 AA1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2524518754(NAD 83)
 AA1019
 AA1019                          SUPERSEDED SURVEY CONTROL
 AA1019
 AA1019  NAVD 88 (06/15/91)    0.812  (m)            2.66   (f) SUPERSEDED  1 2
 AA1019  NGVD 29 (09/01/92)    1.224  (m)            4.02   (f) ADJUSTED    1 2
 AA1019
 AA1019.Superseded values are not recommended for survey control.
 AA1019
 AA1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1019.See file dsdata.pdf to determine how the superseded data were derived.
 AA1019
 AA1019_MARKER: DJ = TIDAL STATION DISK
 AA1019_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1019_SP_SET: SIDEWALK
 AA1019_STAMPING: NO. 2 1974
 AA1019_MARK LOGO: NOS
 AA1019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1019
 AA1019  HISTORY     - Date     Condition        Report By
 AA1019  HISTORY     - 1974     MONUMENTED       NOS
 AA1019  HISTORY     - 1982     GOOD             FLDNR
 AA1019  HISTORY     - 19881108 GOOD             FLDNR
 AA1019  HISTORY     - 20211224 GOOD             USPSQD
 AA1019
 AA1019                          STATION DESCRIPTION
 AA1019
 AA1019'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1019'4.5 MI NE FROM KEY WEST.
 AA1019'BEGIN AT THE WEST END OF THE BOCA CHICA CHANNEL BRIDGE IN KEY WEST,
 AA1019'GO 0.7 MILE
 AA1019'WEST ALONG U.S. HIGHWAY 1 TO KEY HAVEN ROAD, THEN GO 0.5 MILE NORTH
 AA1019'ALONG KEY HAVEN ROAD TO THE MARK.  THE MARK BEARS 86.6 FEET SOUTHEAST
 AA1019'OF THE PROPERTY LINE BETWEEN 86 KEY HAVEN ROAD AND 84 KEY HAVEN ROAD,
 AA1019'25.5 FEET EAST OF THE CENTERLINE OF KEY HAVEN ROAD, 15.4 FEET EAST OF
 AA1019'THE CENTER OF A SEWER MANHOLE COVER, AND 80.2 FEET NORTHEAST OF BENCH
 AA1019'MARK NO 3 1974.  THE MARK IS SET FLUSH IN THE SIDEWALK.
 AA1019'THE MARK IS 0.5 FT ABOVE ROAD.
 AA1019
 AA1019                          STATION RECOVERY (1988)
 AA1019
 AA1019'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1019'RECOVERED IN GOOD CONDITION.
 AA1019
 AA1019                          STATION RECOVERY (2021)
 AA1019
 AA1019'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 AA1019'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1021 ***********************************************************************
 AA1021  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1021  DESIGNATION -  872 4517 TIDAL 3
 AA1021  PID         -  AA1021
 AA1021  STATE/COUNTY-  FL/MONROE
 AA1021  COUNTRY     -  US
 AA1021  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1021
 AA1021                         *CURRENT SURVEY CONTROL
 AA1021  ______________________________________________________________________
 AA1021* NAD 83(1986) POSITION- 24 34 56.8    (N) 081 44 18.1    (W)   HD_HELD2
 AA1021* NAVD 88 ORTHO HEIGHT -     0.772 (meters)        2.53  (feet) ADJUSTED
 AA1021  ______________________________________________________________________
 AA1021  GEOID HEIGHT    -        -21.723 (meters)                     GEOID18
 AA1021  DYNAMIC HEIGHT  -          0.771 (meters)        2.53  (feet) COMP
 AA1021  MODELED GRAVITY -    978,957.1   (mgal)                       NAVD 88
 AA1021
 AA1021  VERT ORDER      -  FIRST     CLASS II
 AA1021
 AA1021.The horizontal coordinates were established by autonomous hand held GPS
 AA1021.observations and have an estimated accuracy of +/- 10 meters.
 AA1021
 AA1021.The orthometric height was determined by differential leveling and
 AA1021.adjusted by the NATIONAL GEODETIC SURVEY
 AA1021.in June 1991.
 AA1021
 AA1021.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1021.GEOID18 height accuracy estimate available here.
 AA1021
 AA1021.This Tidal Bench Mark is designated as VM 11016
 AA1021.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1021
 AA1021.Click photographs - Photos may exist for this station.
 AA1021
 AA1021.The dynamic height is computed by dividing the NAVD 88
 AA1021.geopotential number by the normal gravity value computed on the
 AA1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1021.degrees latitude (g = 980.6199 gals.).
 AA1021
 AA1021.The modeled gravity was interpolated from observed gravity values.
 AA1021
 AA1021;                    North         East    Units  Estimated Accuracy
 AA1021;SPC FL E     -    27,792.      125,215.      MT  (+/- 10 meters HH2 GPS)
 AA1021
 AA1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2524118914(NAD 83)
 AA1021
 AA1021                          SUPERSEDED SURVEY CONTROL
 AA1021
 AA1021  NGVD 29 (09/01/92)    1.182  (m)            3.88   (f) ADJUSTED    1 2
 AA1021
 AA1021.Superseded values are not recommended for survey control.
 AA1021
 AA1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1021.See file dsdata.pdf to determine how the superseded data were derived.
 AA1021
 AA1021_MARKER: DJ = TIDAL STATION DISK
 AA1021_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1021_SP_SET: SIDEWALK
 AA1021_STAMPING: NO. 3 1974
 AA1021_MARK LOGO: NOS
 AA1021_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1021
 AA1021  HISTORY     - Date     Condition        Report By
 AA1021  HISTORY     - 1974     MONUMENTED       NOS
 AA1021  HISTORY     - 1982     GOOD             FLDNR
 AA1021  HISTORY     - 19881108 GOOD             FLDNR
 AA1021
 AA1021                          STATION DESCRIPTION
 AA1021
 AA1021'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1021'4.5 MI NE FROM KEY WEST.
 AA1021'BEGIN AT THE WEST END OF THE BOCA CHICA CHANNEL BRIDGE IN KEY WEST,
 AA1021'GO 0.7 MILE
 AA1021'WEST ALONG U.S. HIGHWAY 1 TO KEY HAVEN ROAD, THEN GO 0.5 MILE NORTH
 AA1021'ALONG KEY HAVEN ROAD TO THE MARK.  THE MARK BEARS 29.8 FEET WEST
 AA1021'OF THE CENTERLINE OF KEY HAVEN ROAD, 7.8 FEET NORTH OF THE NORTH
 AA1021'EDGE OF THE DRIVEWAY FOR 113 KEY HAVEN ROAD, 80.2 FEET SOUTHWEST
 AA1021'OF BENCH MARK NO 2 1974, AND NEAR THE PROPERTY LINE BETWEEN 115
 AA1021'KEY HAVEN ROAD AND 113 KEY HAVEN ROAD.  THE MARK IS SET FLUSH IN
 AA1021'THE SIDEWALK.
 AA1021'THE MARK IS 0.5 FT ABOVE ROAD.
 AA1021
 AA1021                          STATION RECOVERY (1988)
 AA1021
 AA1021'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1021'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1018 ***********************************************************************
 AA1018  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1018  DESIGNATION -  872 4517 TIDAL 4
 AA1018  PID         -  AA1018
 AA1018  STATE/COUNTY-  FL/MONROE
 AA1018  COUNTRY     -  US
 AA1018  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1018
 AA1018                         *CURRENT SURVEY CONTROL
 AA1018  ______________________________________________________________________
 AA1018* NAD 83(1986) POSITION- 24 34 50.26   (N) 081 44 16.31   (W)   HD_HELD1
 AA1018* NAVD 88 ORTHO HEIGHT -     0.882 (meters)        2.89  (feet) ADJUSTED
 AA1018  ______________________________________________________________________
 AA1018  GEOID HEIGHT    -        -21.726 (meters)                     GEOID18
 AA1018  DYNAMIC HEIGHT  -          0.881 (meters)        2.89  (feet) COMP
 AA1018  MODELED GRAVITY -    978,957.1   (mgal)                       NAVD 88
 AA1018
 AA1018  VERT ORDER      -  FIRST     CLASS II
 AA1018
 AA1018.The horizontal coordinates were determined by differentially corrected
 AA1018.hand held GPS observations or other comparable positioning techniques
 AA1018.and have an estimated accuracy of +/- 3 meters.
 AA1018
 AA1018.The orthometric height was determined by differential leveling and
 AA1018.adjusted by the NATIONAL GEODETIC SURVEY
 AA1018.in June 1991.
 AA1018
 AA1018.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1018.GEOID18 height accuracy estimate available here.
 AA1018
 AA1018.This Tidal Bench Mark is designated as VM 11014
 AA1018.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1018
 AA1018.Click photographs - Photos may exist for this station.
 AA1018
 AA1018.The dynamic height is computed by dividing the NAVD 88
 AA1018.geopotential number by the normal gravity value computed on the
 AA1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1018.degrees latitude (g = 980.6199 gals.).
 AA1018
 AA1018.The modeled gravity was interpolated from observed gravity values.
 AA1018
 AA1018;                    North         East    Units  Estimated Accuracy
 AA1018;SPC FL E     -    27,590.1     125,264.8     MT  (+/- 3 meters HH1 GPS) 
 AA1018
 AA1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2529018712(NAD 83)
 AA1018
 AA1018                          SUPERSEDED SURVEY CONTROL
 AA1018
 AA1018  NGVD 29 (09/01/92)    1.292  (m)            4.24   (f) ADJUSTED    1 2
 AA1018
 AA1018.Superseded values are not recommended for survey control.
 AA1018
 AA1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1018.See file dsdata.pdf to determine how the superseded data were derived.
 AA1018
 AA1018_MARKER: DJ = TIDAL STATION DISK
 AA1018_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1018_SP_SET: SIDEWALK
 AA1018_STAMPING: NO 4 1974
 AA1018_MARK LOGO: NOS
 AA1018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1018
 AA1018  HISTORY     - Date     Condition        Report By
 AA1018  HISTORY     - 1974     MONUMENTED       NOS
 AA1018  HISTORY     - 1982     GOOD             FLDNR
 AA1018  HISTORY     - 19881108 GOOD             FLDNR
 AA1018  HISTORY     - 20190418 GOOD             USPSQD
 AA1018  HISTORY     - 20211224 GOOD             USPSQD
 AA1018
 AA1018                          STATION DESCRIPTION
 AA1018
 AA1018'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1018'4.5 MI NE FROM KEY WEST.
 AA1018'BEGIN AT THE WEST END OF THE BOCA CHICA CHANNEL BRIDGE IN KEY WEST,
 AA1018'GO 0.7
 AA1018'MILE WEST ALONG U.S. HIGHWAY 1 TO KEY HAVEN ROAD, THEN GO 0.5 MILE
 AA1018'NORTH ALONG KEY HAVEN ROAD TO THE MARK.  THE MARK BEARS 162.5 FEET
 AA1018'EAST-NORTHEAST OF BENCH MARK NO 3 1974, 28.5 FEET NORTH-NORTHEAST
 AA1018'OF THE CENTERLINE OF KEY HAVEN ROAD, 25.4 FEET SOUTH-SOUTHWEST OF
 AA1018'THE SOUTHWEST CORNER OF THE HOUSE AT 82 KEY HAVEN ROAD, ABOUT 300
 AA1018'FEET WEST-NORTHWEST OF THE CENTERLINE OF BOUGAINVILLEA AVENUE, AND
 AA1018'BETWEEN 82 KEY HAVEN ROAD AND 80 KEY HAVEN ROAD.  THE MARK IS SET
 AA1018'FLUSH IN THE SIDEWALK.
 AA1018'THE MARK IS 0.5 FT ABOVE ROAD.
 AA1018
 AA1018                          STATION RECOVERY (1988)
 AA1018
 AA1018'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1018'RECOVERED IN GOOD CONDITION.
 AA1018
 AA1018                          STATION RECOVERY (2019)
 AA1018
 AA1018'RECOVERY NOTE BY US POWER SQUADRON 2019 (DAM)
 AA1018'RECOVERED IN GOOD CONDITION.
 AA1018
 AA1018                          STATION RECOVERY (2021)
 AA1018
 AA1018'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 AA1018'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1017 ***********************************************************************
 AA1017  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1017  DESIGNATION -  872 4517 TIDAL 5
 AA1017  PID         -  AA1017
 AA1017  STATE/COUNTY-  FL/MONROE
 AA1017  COUNTRY     -  US
 AA1017  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1017
 AA1017                         *CURRENT SURVEY CONTROL
 AA1017  ______________________________________________________________________
 AA1017* NAD 83(1986) POSITION- 24 34 48.9    (N) 081 44 14.9    (W)   HD_HELD2
 AA1017* NAVD 88 ORTHO HEIGHT -     0.845 (meters)        2.77  (feet) ADJUSTED
 AA1017  ______________________________________________________________________
 AA1017  GEOID HEIGHT    -        -21.727 (meters)                     GEOID18
 AA1017  DYNAMIC HEIGHT  -          0.843 (meters)        2.77  (feet) COMP
 AA1017  MODELED GRAVITY -    978,957.1   (mgal)                       NAVD 88
 AA1017
 AA1017  VERT ORDER      -  FIRST     CLASS II
 AA1017
 AA1017.The horizontal coordinates were established by autonomous hand held GPS
 AA1017.observations and have an estimated accuracy of +/- 10 meters.
 AA1017
 AA1017.The orthometric height was determined by differential leveling and
 AA1017.adjusted by the NATIONAL GEODETIC SURVEY
 AA1017.in June 1991.
 AA1017
 AA1017.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1017.GEOID18 height accuracy estimate available here.
 AA1017
 AA1017.This Tidal Bench Mark is designated as VM 11017
 AA1017.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1017
 AA1017.Click photographs - Photos may exist for this station.
 AA1017
 AA1017.The dynamic height is computed by dividing the NAVD 88
 AA1017.geopotential number by the normal gravity value computed on the
 AA1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1017.degrees latitude (g = 980.6199 gals.).
 AA1017
 AA1017.The modeled gravity was interpolated from observed gravity values.
 AA1017
 AA1017;                    North         East    Units  Estimated Accuracy
 AA1017;SPC FL E     -    27,548.      125,304.      MT  (+/- 10 meters HH2 GPS)
 AA1017
 AA1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2532918670(NAD 83)
 AA1017
 AA1017                          SUPERSEDED SURVEY CONTROL
 AA1017
 AA1017  NGVD 29 (09/01/92)    1.254  (m)            4.11   (f) ADJUSTED    1 2
 AA1017
 AA1017.Superseded values are not recommended for survey control.
 AA1017
 AA1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1017.See file dsdata.pdf to determine how the superseded data were derived.
 AA1017
 AA1017_MARKER: DJ = TIDAL STATION DISK
 AA1017_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1017_SP_SET: SIDEWALK
 AA1017_STAMPING: NO. 5 1974
 AA1017_MARK LOGO: NOS
 AA1017_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1017
 AA1017  HISTORY     - Date     Condition        Report By
 AA1017  HISTORY     - 1974     MONUMENTED       NOS
 AA1017  HISTORY     - 1982     GOOD             FLDNR
 AA1017  HISTORY     - 19881108 GOOD             FLDNR
 AA1017  HISTORY     - 20211224 MARK NOT FOUND   USPSQD
 AA1017
 AA1017                          STATION DESCRIPTION
 AA1017
 AA1017'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1017'4.5 MI NE FROM KEY WEST.
 AA1017'BEGIN AT THE WEST END OF THE BOCA CHICA CHANNEL BRIDGE IN KEY WEST,
 AA1017'GO 0.7 MILE
 AA1017'WEST ALONG U.S. HIGHWAY 1 TO KEY HAVEN ROAD, THEN GO 0.5 MILE NORTH
 AA1017'ALONG KEY HAVEN ROAD TO THE MARK.  THE MARK BEARS 28.8 FEET
 AA1017'SOUTH-SOUTHWEST OF THE CENTERLINE OF KEY HAVEN ROAD, 4.8 FEET
 AA1017'EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF THE DRIVEWAY FOR 105 KEY
 AA1017'HAVEN ROAD, AND 195 FEET SOUTHEAST OF BENCH MARK NO 4 1974.  THE
 AA1017'MARK IS SET FLUSH IN THE SIDEWALK.
 AA1017'THE MARK IS 0.5 FT ABOVE ROAD.
 AA1017
 AA1017                          STATION RECOVERY (1988)
 AA1017
 AA1017'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1017'RECOVERED IN GOOD CONDITION.
 AA1017
 AA1017                          STATION RECOVERY (2021)
 AA1017
 AA1017'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 AA1017'MARK NOT FOUND, BELIEVE WASTE WATER CONNECTION IMPROVEMENTS WITH
 AA1017'SIDEWALK REPLACEMENT HAS REMOVED THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1016 ***********************************************************************
 AA1016  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1016  DESIGNATION -  872 4527 D TIDAL
 AA1016  PID         -  AA1016
 AA1016  STATE/COUNTY-  FL/MONROE
 AA1016  COUNTRY     -  US
 AA1016  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1016
 AA1016                         *CURRENT SURVEY CONTROL
 AA1016  ______________________________________________________________________
 AA1016* NAD 83(1986) POSITION- 24 34 14.     (N) 081 44 54.     (W)   SCALED
 AA1016* NAVD 88 ORTHO HEIGHT -     1.016 (meters)        3.33  (feet) ADJUSTED
 AA1016  ______________________________________________________________________
 AA1016  GEOID HEIGHT    -        -21.741 (meters)                     GEOID18
 AA1016  DYNAMIC HEIGHT  -          1.014 (meters)        3.33  (feet) COMP
 AA1016  MODELED GRAVITY -    978,955.6   (mgal)                       NAVD 88
 AA1016
 AA1016  VERT ORDER      -  FIRST     CLASS II
 AA1016
 AA1016.The horizontal coordinates were scaled from a map and have
 AA1016.an estimated accuracy of +/- 6 seconds.
 AA1016
 AA1016.The orthometric height was determined by differential leveling and
 AA1016.adjusted by the NATIONAL GEODETIC SURVEY
 AA1016.in June 1991.
 AA1016
 AA1016.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1016.GEOID18 height accuracy estimate available here.
 AA1016
 AA1016.This Tidal Bench Mark is designated as VM 10992
 AA1016.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1016
 AA1016.Click photographs - Photos may exist for this station.
 AA1016
 AA1016.The dynamic height is computed by dividing the NAVD 88
 AA1016.geopotential number by the normal gravity value computed on the
 AA1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1016.degrees latitude (g = 980.6199 gals.).
 AA1016
 AA1016.The modeled gravity was interpolated from observed gravity values.
 AA1016
 AA1016;                    North         East    Units  Estimated Accuracy
 AA1016;SPC FL E     -    26,480.      124,200.      MT  (+/- 180 meters Scaled)
 AA1016
 AA1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH242176(NAD 83)
 AA1016
 AA1016                          SUPERSEDED SURVEY CONTROL
 AA1016
 AA1016  NGVD 29 (09/01/92)    1.427  (m)            4.68   (f) ADJUSTED    1 2
 AA1016
 AA1016.Superseded values are not recommended for survey control.
 AA1016
 AA1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1016.See file dsdata.pdf to determine how the superseded data were derived.
 AA1016
 AA1016_MARKER: DJ = TIDAL STATION DISK
 AA1016_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA1016+WITH SETTING: PAVEMENT
 AA1016_SP_SET: MANHOLE BOX
 AA1016_STAMPING: 4527 D 1982
 AA1016_MARK LOGO: NOS
 AA1016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1016
 AA1016  HISTORY     - Date     Condition        Report By
 AA1016  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1016  HISTORY     - 1986     GOOD             FLDNR
 AA1016  HISTORY     - 19881108 GOOD             FLDNR
 AA1016
 AA1016                          STATION DESCRIPTION
 AA1016
 AA1016'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1016'3.4 MI NE FROM KEY WEST.
 AA1016'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.4 MILES NORTHEAST
 AA1016'ON U.S. HIGHWAY 1 TO THE ENTRANCE ROAD TO A HOSPITAL AND THE MARK
 AA1016'VICINITY.  THE MARK BEARS 121.2 FEET NORTH OF THE CENTERLINE OF
 AA1016'THE WESTBOUND LANE, 27.0 FEET WEST OF THE CENTERLINE OF THE
 AA1016'HOSPITAL ROAD, AND 32.6 FEET NORTHEAST OF POWER POLE A-1-3.
 AA1016'THE MARK IS 0.1 FT ABOVE GROUND.
 AA1016
 AA1016                          STATION RECOVERY (1986)
 AA1016
 AA1016'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AA1016'RECOVERED IN GOOD CONDITION.
 AA1016
 AA1016                          STATION RECOVERY (1988)
 AA1016
 AA1016'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1016'RECOVERED IN GOOD CONDITION.  NOTE--ADD THAT THE ENTRANCE ROAD TO THE
 AA1016'HOSPITAL IS CALLED JUNIOR COLLEGE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1628 ***********************************************************************
 AA1628  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1628  DESIGNATION -  872 4527 E TIDAL
 AA1628  PID         -  AA1628
 AA1628  STATE/COUNTY-  FL/MONROE
 AA1628  COUNTRY     -  US
 AA1628  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1628
 AA1628                         *CURRENT SURVEY CONTROL
 AA1628  ______________________________________________________________________
 AA1628* NAD 83(1986) POSITION- 24 34 15.     (N) 081 44 59.     (W)   SCALED
 AA1628* NAVD 88 ORTHO HEIGHT -     3.412 (meters)       11.19  (feet) ADJUSTED
 AA1628  ______________________________________________________________________
 AA1628  GEOID HEIGHT    -        -21.741 (meters)                     GEOID18
 AA1628  DYNAMIC HEIGHT  -          3.406 (meters)       11.17  (feet) COMP
 AA1628  MODELED GRAVITY -    978,955.6   (mgal)                       NAVD 88
 AA1628
 AA1628  VERT ORDER      -  FIRST     CLASS II
 AA1628
 AA1628.The horizontal coordinates were scaled from a map and have
 AA1628.an estimated accuracy of +/- 6 seconds.
 AA1628
 AA1628.The orthometric height was determined by differential leveling and
 AA1628.adjusted by the NATIONAL GEODETIC SURVEY
 AA1628.in June 1991.
 AA1628
 AA1628.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1628.GEOID18 height accuracy estimate available here.
 AA1628
 AA1628.This Tidal Bench Mark is designated as VM 10995
 AA1628.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1628
 AA1628.Click photographs - Photos may exist for this station.
 AA1628
 AA1628.The dynamic height is computed by dividing the NAVD 88
 AA1628.geopotential number by the normal gravity value computed on the
 AA1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1628.degrees latitude (g = 980.6199 gals.).
 AA1628
 AA1628.The modeled gravity was interpolated from observed gravity values.
 AA1628
 AA1628;                    North         East    Units  Estimated Accuracy
 AA1628;SPC FL E     -    26,510.      124,060.      MT  (+/- 180 meters Scaled)
 AA1628
 AA1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH240176(NAD 83)
 AA1628
 AA1628                          SUPERSEDED SURVEY CONTROL
 AA1628
 AA1628  NGVD 29 (09/01/92)    3.821  (m)           12.54   (f) ADJUSTED    1 2
 AA1628
 AA1628.Superseded values are not recommended for survey control.
 AA1628
 AA1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1628.See file dsdata.pdf to determine how the superseded data were derived.
 AA1628
 AA1628_MARKER: DB = BENCH MARK DISK
 AA1628_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1628_SP_SET: CONCRETE BRIDGE RAIL
 AA1628_STAMPING: 4527 E 1986
 AA1628_MARK LOGO: FLDT
 AA1628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1628
 AA1628  HISTORY     - Date     Condition        Report By
 AA1628  HISTORY     - 1986     MONUMENTED       FLDT
 AA1628  HISTORY     - 1986     GOOD             FLDNR
 AA1628  HISTORY     - 19881108 GOOD             FLDNR
 AA1628  HISTORY     - 20010830 GOOD             USPSQD
 AA1628
 AA1628                          STATION DESCRIPTION
 AA1628
 AA1628'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1628'3.3 MI NE FROM KEY WEST.
 AA1628'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.3 MILES NORTHEAST ON
 AA1628'U.S. HIGHWAY 1 TO THE EAST END OF THE COW KEY CHANNEL BRIDGE.  THE
 AA1628'MARK BEARS 23.6 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 AA1628'SOUTHBOUND LANE OF U.S. 1 AND 19.2 FEET WEST-SOUTHWEST OF THE EAST
 AA1628'END OF THE CONCRETE BRIDGE RAIL.  THE MARK WAS STAMPED BY THIS PARTY.
 AA1628
 AA1628                          STATION RECOVERY (1988)
 AA1628
 AA1628'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1628'RECOVERED IN GOOD CONDITION WITH A NEW DESCRIPTION.  TO REACH THE
 AA1628'MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO EAST-NORTHEAST ON U.S.
 AA1628'HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM (2.75 MI) TO THE
 AA1628'INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT BOULEVARD, TURNAND GO
 AA1628'NORTHEAST ON U.S. HIGHWAY 1 FOR 0.89 KM (0.55 MI) TO THE EAST END OF
 AA1628'COW KEY CHANNEL BRIDGE AND THE MARK.  LOCATED 7.2 M (23.6 FT)
 AA1628'NORTH-NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF U.S.
 AA1628'HIGHWAY 1 AND 5.8 M (19.0 FT) WEST-SOUTHWEST OF THE EAST END OF THE
 AA1628'CONCRETE GUARDRAIL.
 AA1628
 AA1628                          STATION RECOVERY (2001)
 AA1628
 AA1628'RECOVERY NOTE BY US POWER SQUADRON 2001 (MEH)
 AA1628'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1629 ***********************************************************************
 AA1629  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1629  DESIGNATION -  872 4527 F TIDAL
 AA1629  PID         -  AA1629
 AA1629  STATE/COUNTY-  FL/MONROE
 AA1629  COUNTRY     -  US
 AA1629  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1629
 AA1629                         *CURRENT SURVEY CONTROL
 AA1629  ______________________________________________________________________
 AA1629* NAD 83(1986) POSITION- 24 34 15.41   (N) 081 44 55.99   (W)   HD_HELD1
 AA1629* NAVD 88 ORTHO HEIGHT -     2.654 (meters)        8.71  (feet) ADJUSTED
 AA1629  ______________________________________________________________________
 AA1629  GEOID HEIGHT    -        -21.741 (meters)                     GEOID18
 AA1629  DYNAMIC HEIGHT  -          2.649 (meters)        8.69  (feet) COMP
 AA1629  MODELED GRAVITY -    978,955.6   (mgal)                       NAVD 88
 AA1629
 AA1629  VERT ORDER      -  FIRST     CLASS II
 AA1629
 AA1629.The horizontal coordinates were determined by differentially corrected
 AA1629.hand held GPS observations or other comparable positioning techniques
 AA1629.and have an estimated accuracy of +/- 3 meters.
 AA1629
 AA1629.The orthometric height was determined by differential leveling and
 AA1629.adjusted by the NATIONAL GEODETIC SURVEY
 AA1629.in May 1994.
 AA1629
 AA1629.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1629.GEOID18 height accuracy estimate available here.
 AA1629
 AA1629.This Tidal Bench Mark is designated as VM 10993
 AA1629.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1629
 AA1629.Click photographs - Photos may exist for this station.
 AA1629
 AA1629.The dynamic height is computed by dividing the NAVD 88
 AA1629.geopotential number by the normal gravity value computed on the
 AA1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1629.degrees latitude (g = 980.6199 gals.).
 AA1629
 AA1629.The modeled gravity was interpolated from observed gravity values.
 AA1629
 AA1629;                    North         East    Units  Estimated Accuracy
 AA1629;SPC FL E     -    26,523.9     124,142.5     MT  (+/- 3 meters HH1 GPS) 
 AA1629
 AA1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2416817646(NAD 83)
 AA1629
 AA1629                          SUPERSEDED SURVEY CONTROL
 AA1629
 AA1629  NAVD 88 (06/15/91)    2.655  (m)            8.71   (f) SUPERSEDED  1 2
 AA1629  NGVD 29 (09/01/92)    3.064  (m)           10.05   (f) ADJUSTED    1 2
 AA1629
 AA1629.Superseded values are not recommended for survey control.
 AA1629
 AA1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1629.See file dsdata.pdf to determine how the superseded data were derived.
 AA1629
 AA1629_MARKER: DJ = TIDAL STATION DISK
 AA1629_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA1629+WITH SETTING: PAVEMENT
 AA1629_SP_SET: MANHOLE STRUCTURE
 AA1629_STAMPING: 4527 F 1986
 AA1629_MARK LOGO: NOS
 AA1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1629+STABILITY: SURFACE MOTION
 AA1629
 AA1629  HISTORY     - Date     Condition        Report By
 AA1629  HISTORY     - 1986     MONUMENTED       FLDNR
 AA1629  HISTORY     - 19881108 GOOD             FLDNR
 AA1629  HISTORY     - 20010830 GOOD             USPSQD
 AA1629  HISTORY     - 20110919 GOOD             GEOCAC
 AA1629  HISTORY     - 20211224 GOOD             USPSQD
 AA1629
 AA1629                          STATION DESCRIPTION
 AA1629
 AA1629'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1629'3.3 MI NE FROM KEY WEST.
 AA1629'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.3 MILES NORTHEAST ON
 AA1629'U.S. HIGHWAY 1 TO THE EAST END OF THE COW KEY CHANNEL BRIDGE.  THE
 AA1629'MARK BEARS 25.5 FEET SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 AA1629'SOUTHBOUND LANE OF U.S. 1, 34.0 FEET NORTH-NORTHWEST OF THE
 AA1629'NORTHBOUND LANE OF U.S. 1, 33.3 FEET EAST OF THE SOUTHEAST CORNER OF
 AA1629'THE SOUTHBOUND BRIDGE, AND 6.6 FEET SOUTH-SOUTHEAST OF A METAL
 AA1629'GUARDRAIL.
 AA1629
 AA1629                          STATION RECOVERY (1988)
 AA1629
 AA1629'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1629'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA1629'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA1629'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA1629'BOULEVARD, TURNAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 0.89 KM (0.55
 AA1629'MI) TO THE EAST END OF COW KEY CHANNEL BRIDGE AND THE MARK.  LOCATED
 AA1629'7.77 M (25.49 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND
 AA1629'LANE OF U.S. HIGHWAY 1, 10.4 M (34.1 FT) NORTH-NORTHWEST OF THE
 AA1629'NORTHBOUND LANE OF U.S. HIGHWAY 1, 10.2 M (33.5 FT) EAST OF THE
 AA1629'SOUTHEAST CORNER OF THE SOUTHBOUND BRIDGE AND 2.0 M (6.6 FT)
 AA1629'SOUTH-SOUTHEAST OF A METAL GUARDRAIL.
 AA1629
 AA1629                          STATION RECOVERY (2001)
 AA1629
 AA1629'RECOVERY NOTE BY US POWER SQUADRON 2001 (MEH)
 AA1629'RECOVERED IN GOOD CONDITION.
 AA1629
 AA1629                          STATION RECOVERY (2011)
 AA1629
 AA1629'RECOVERY NOTE BY GEOCACHING 2011
 AA1629'RECOVERED IN GOOD CONDITION.
 AA1629
 AA1629                          STATION RECOVERY (2021)
 AA1629
 AA1629'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 AA1629'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1630 ***********************************************************************
 AA1630  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1630  DESIGNATION -  872 4527 G TIDAL
 AA1630  PID         -  AA1630
 AA1630  STATE/COUNTY-  FL/MONROE
 AA1630  COUNTRY     -  US
 AA1630  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1630
 AA1630                         *CURRENT SURVEY CONTROL
 AA1630  ______________________________________________________________________
 AA1630* NAD 83(1986) POSITION- 24 34 14.70   (N) 081 45 00.24   (W)   HD_HELD1
 AA1630* NAVD 88 ORTHO HEIGHT -     2.070 (meters)        6.79  (feet) ADJUSTED
 AA1630  ______________________________________________________________________
 AA1630  GEOID HEIGHT    -        -21.741 (meters)                     GEOID18
 AA1630  DYNAMIC HEIGHT  -          2.066 (meters)        6.78  (feet) COMP
 AA1630  MODELED GRAVITY -    978,955.6   (mgal)                       NAVD 88
 AA1630
 AA1630  VERT ORDER      -  FIRST     CLASS II
 AA1630
 AA1630.The horizontal coordinates were determined by differentially corrected
 AA1630.hand held GPS observations or other comparable positioning techniques
 AA1630.and have an estimated accuracy of +/- 3 meters.
 AA1630
 AA1630.The orthometric height was determined by differential leveling and
 AA1630.adjusted by the NATIONAL GEODETIC SURVEY
 AA1630.in June 1991.
 AA1630
 AA1630.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1630.GEOID18 height accuracy estimate available here.
 AA1630
 AA1630.This Tidal Bench Mark is designated as VM 10994
 AA1630.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1630
 AA1630.Click photographs - Photos may exist for this station.
 AA1630
 AA1630.The dynamic height is computed by dividing the NAVD 88
 AA1630.geopotential number by the normal gravity value computed on the
 AA1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1630.degrees latitude (g = 980.6199 gals.).
 AA1630
 AA1630.The modeled gravity was interpolated from observed gravity values.
 AA1630
 AA1630;                    North         East    Units  Estimated Accuracy
 AA1630;SPC FL E     -    26,502.7     124,022.8     MT  (+/- 3 meters HH1 GPS) 
 AA1630
 AA1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2404817625(NAD 83)
 AA1630
 AA1630                          SUPERSEDED SURVEY CONTROL
 AA1630
 AA1630  NGVD 29 (09/01/92)    2.479  (m)            8.13   (f) ADJUSTED    1 2
 AA1630
 AA1630.Superseded values are not recommended for survey control.
 AA1630
 AA1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1630.See file dsdata.pdf to determine how the superseded data were derived.
 AA1630
 AA1630_MARKER: DJ = TIDAL STATION DISK
 AA1630_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA1630_SP_SET: BRIDGE ABUTMENT
 AA1630_STAMPING: 4527 G 1986
 AA1630_MARK LOGO: NOS
 AA1630_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1630
 AA1630  HISTORY     - Date     Condition        Report By
 AA1630  HISTORY     - 1986     MONUMENTED       FLDNR
 AA1630  HISTORY     - 19881108 GOOD             FLDNR
 AA1630  HISTORY     - 20210620 GOOD             USPSQD
 AA1630
 AA1630                          STATION DESCRIPTION
 AA1630
 AA1630'DESCRIBED BY FL DEPT OF NAT RES 1986
 AA1630'3.35 MI NE FROM KEY WEST.
 AA1630'THE MARK IS 2.0 FT BELOW HIGHWAY.
 AA1630'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.35 MILES NORTHEAST ON
 AA1630'U.S. HIGHWAY 1 TO THE WEST END OF THE COW KEY CHANNEL BRIDGE.  THE
 AA1630'MARK BEARS 36.7 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE
 AA1630'SOUTHBOUND LANE OF U.S. 1, 20.0 FEET EAST OF THE NORTHWEST CORNER OF
 AA1630'A METAL GUARDRAIL, 0.9 FOOT NORTH-NORTHWEST OF THE NORTHWEST SIDE OF
 AA1630'THE BRIDGE, AND 0.5 FOOT SOUTH-SOUTHEAST OF THE SOUTH SIDE OF AN 18
 AA1630'INCH DIAMETER WATER PIPE.  THE MARK IS SET IN A BRIDGE ABUTMENT AND
 AA1630'WATER PIPELINE SUPPORT.
 AA1630
 AA1630                          STATION RECOVERY (1988)
 AA1630
 AA1630'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1630'TO REACH THE MARK FROM THE CATHOLIC CHURCH IN KEY WEST, GO
 AA1630'EAST-NORTHEAST ON U.S. HIGHWAY 1 (ROOSEVELT BOULEVARD) FOR 4.42 KM
 AA1630'(2.75 MI) TO THE INTERSECTION OF U.S. HIGHWAY 1 AND ROOSEVELT
 AA1630'BOULEVARD, TURNAND GO NORTHEAST ON U.S. HIGHWAY 1 FOR 0.97 KM (0.60
 AA1630'MI) TO THE MARK, SET ON THE WEST END OF COW KEY CHANNEL BRIDGE.
 AA1630'LOCATED 11.2 M (36.7 FT) NORTH-NORTHEAST OF THE CENTERLINE OF U.S.
 AA1630'HIGHWAY 1, 6.1 M (20.0 FT) EAST OF THE NORTHWEST CORNER OF A METAL
 AA1630'GUARDRAIL, 0.27 M (0.89 FT) NORTH-NORTHWEST OF THE NORTHWEST SIDE OF
 AA1630'THE BRIDGE AND 0.15 M (0.49 FT) SOUTH-SOUTHEAST OF THE SOUTH SIDE OF
 AA1630'AN 0.46 M (1.51 FT) DIAMETER WATERPIPE SET IN A BRIDGE ABUTMENT AND
 AA1630'WATERLINE SUPPORT.
 AA1630
 AA1630                          STATION RECOVERY (2021)
 AA1630
 AA1630'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 AA1630'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1015 ***********************************************************************
 AA1015  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1015  DESIGNATION -  872 4527 TIDAL 1
 AA1015  PID         -  AA1015
 AA1015  STATE/COUNTY-  FL/MONROE
 AA1015  COUNTRY     -  US
 AA1015  USGS QUAD   -  BOCA CHICA KEY (2018)
 AA1015
 AA1015                         *CURRENT SURVEY CONTROL
 AA1015  ______________________________________________________________________
 AA1015* NAD 83(1986) POSITION- 24 34 14.     (N) 081 44 54.     (W)   SCALED
 AA1015* NAVD 88 ORTHO HEIGHT -     0.707 (meters)        2.32  (feet) ADJUSTED
 AA1015  ______________________________________________________________________
 AA1015  GEOID HEIGHT    -        -21.741 (meters)                     GEOID18
 AA1015  DYNAMIC HEIGHT  -          0.706 (meters)        2.32  (feet) COMP
 AA1015  MODELED GRAVITY -    978,955.6   (mgal)                       NAVD 88
 AA1015
 AA1015  VERT ORDER      -  SECOND    CLASS I
 AA1015
 AA1015.The horizontal coordinates were scaled from a map and have
 AA1015.an estimated accuracy of +/- 6 seconds.
 AA1015
 AA1015.The orthometric height was determined by differential leveling and
 AA1015.adjusted by the NATIONAL GEODETIC SURVEY
 AA1015.in June 1991.
 AA1015
 AA1015.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1015.GEOID18 height accuracy estimate available here.
 AA1015
 AA1015.This Tidal Bench Mark is designated as VM 17137
 AA1015.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1015
 AA1015.Click photographs - Photos may exist for this station.
 AA1015
 AA1015.The dynamic height is computed by dividing the NAVD 88
 AA1015.geopotential number by the normal gravity value computed on the
 AA1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1015.degrees latitude (g = 980.6199 gals.).
 AA1015
 AA1015.The modeled gravity was interpolated from observed gravity values.
 AA1015
 AA1015;                    North         East    Units  Estimated Accuracy
 AA1015;SPC FL E     -    26,480.      124,200.      MT  (+/- 180 meters Scaled)
 AA1015
 AA1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH242176(NAD 83)
 AA1015
 AA1015                          SUPERSEDED SURVEY CONTROL
 AA1015
 AA1015.No superseded survey control is available for this station.
 AA1015
 AA1015_MARKER: DJ = TIDAL STATION DISK
 AA1015_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA1015_SP_SET: SUPPORT FOR AQUEDUCT
 AA1015_STAMPING: NO 1 1975
 AA1015_MARK LOGO: NOS
 AA1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1015+STABILITY: SURFACE MOTION
 AA1015
 AA1015  HISTORY     - Date     Condition        Report By
 AA1015  HISTORY     - 1975     MONUMENTED       NOS
 AA1015  HISTORY     - 1982     GOOD             FLDNR
 AA1015
 AA1015                          STATION DESCRIPTION
 AA1015
 AA1015'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1015'3.35 MI NE FROM KEY WEST.
 AA1015'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.35 MILES NORTHEAST
 AA1015'ON U.S. HIGHWAY 1 TO THE EAST END OF THE COW KEY CHANNEL BRIDGE.
 AA1015'THE MARK BEARS 39 FEET NORTH OF THE NORTH EDGE OF THE WESTBOUND
 AA1015'LANE, 79 FEET WEST OF A BELL SYSTEM MANHOLE COVER, AND SET IN THE
 AA1015'TOP OF A CONCRETE SUPPORT FOR AN AQUEDUCT PIPE.
 AA1015'THE MARK IS 7 FT BELOW HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1005 ***********************************************************************
 AA1005  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1005  DESIGNATION -  872 4529 F TIDAL
 AA1005  PID         -  AA1005
 AA1005  STATE/COUNTY-  FL/MONROE
 AA1005  COUNTRY     -  US
 AA1005  USGS QUAD   -  KEY WEST (2018)
 AA1005
 AA1005                         *CURRENT SURVEY CONTROL
 AA1005  ______________________________________________________________________
 AA1005* NAD 83(1986) POSITION- 24 33 56.7    (N) 081 45 03.1    (W)   HD_HELD2
 AA1005* NAVD 88 ORTHO HEIGHT -     1.144 (meters)        3.75  (feet) ADJUSTED
 AA1005  ______________________________________________________________________
 AA1005  GEOID HEIGHT    -        -21.749 (meters)                     GEOID18
 AA1005  DYNAMIC HEIGHT  -          1.142 (meters)        3.75  (feet) COMP
 AA1005  MODELED GRAVITY -    978,954.9   (mgal)                       NAVD 88
 AA1005
 AA1005  VERT ORDER      -  FIRST     CLASS II
 AA1005
 AA1005.The horizontal coordinates were established by autonomous hand held GPS
 AA1005.observations and have an estimated accuracy of +/- 10 meters.
 AA1005
 AA1005.The orthometric height was determined by differential leveling and
 AA1005.adjusted by the NATIONAL GEODETIC SURVEY
 AA1005.in June 1991.
 AA1005
 AA1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1005.GEOID18 height accuracy estimate available here.
 AA1005
 AA1005.This Tidal Bench Mark is designated as VM 10990
 AA1005.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1005
 AA1005.Click photographs - Photos may exist for this station.
 AA1005
 AA1005.The dynamic height is computed by dividing the NAVD 88
 AA1005.geopotential number by the normal gravity value computed on the
 AA1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1005.degrees latitude (g = 980.6199 gals.).
 AA1005
 AA1005.The modeled gravity was interpolated from observed gravity values.
 AA1005
 AA1005;                    North         East    Units  Estimated Accuracy
 AA1005;SPC FL E     -    25,949.      123,939.      MT  (+/- 10 meters HH2 GPS)
 AA1005
 AA1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2396517072(NAD 83)
 AA1005
 AA1005                          SUPERSEDED SURVEY CONTROL
 AA1005
 AA1005  NGVD 29 (09/01/92)    1.556  (m)            5.11   (f) ADJUSTED    1 2
 AA1005
 AA1005.Superseded values are not recommended for survey control.
 AA1005
 AA1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1005.See file dsdata.pdf to determine how the superseded data were derived.
 AA1005
 AA1005_MARKER: DJ = TIDAL STATION DISK
 AA1005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1005_SP_SET: BRIDGE GUARDRAIL BASE
 AA1005_STAMPING: 4529 F 1982
 AA1005_MARK LOGO: NOS
 AA1005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1005
 AA1005  HISTORY     - Date     Condition        Report By
 AA1005  HISTORY     - 1982     MONUMENTED       FLDNR
 AA1005  HISTORY     - 19881108 GOOD             FLDNR
 AA1005  HISTORY     - 20010831 MARK NOT FOUND   USPSQD
 AA1005
 AA1005                          STATION DESCRIPTION
 AA1005
 AA1005'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1005'3.45 MI NE FROM KEY WEST.
 AA1005'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.1 MILES NORTHEAST
 AA1005'ON U.S. HIGHWAY 1 TO THE JUNCTION OF STATE ROAD A1A, GO 0.35
 AA1005'MILE SOUTH ON A1A TO THE BRIDGE OVER RIVIERA CHANNEL.  THE MARK
 AA1005'IS AT THE NORTH END OF THE EAST BANNISTER OF THE BRIDGE, 33.4
 AA1005'FEET EAST-NORTHEAST OF THE CENTERLINE OF A1A, 4.5 FEET
 AA1005'SOUTH-SOUTHEAST OF THE NORTH END OF THE BANNISTER, AND 285.6
 AA1005'FEET NORTH-NORTHWEST OF THE NORTH ABUTMENT OF THE BRIDGE.
 AA1005'THE MARK IS 1 FT ABOVE A1A.
 AA1005
 AA1005                          STATION RECOVERY (1988)
 AA1005
 AA1005'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1005'RECOVERED IN GOOD CONDITION.
 AA1005
 AA1005                          STATION RECOVERY (2001)
 AA1005
 AA1005'RECOVERY NOTE BY US POWER SQUADRON 2001 (MEH)
 AA1005'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1004 ***********************************************************************
 AA1004  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1004  DESIGNATION -  872 4529 TIDAL 1
 AA1004  PID         -  AA1004
 AA1004  STATE/COUNTY-  FL/MONROE
 AA1004  COUNTRY     -  US
 AA1004  USGS QUAD   -  KEY WEST (2018)
 AA1004
 AA1004                         *CURRENT SURVEY CONTROL
 AA1004  ______________________________________________________________________
 AA1004* NAD 83(1986) POSITION- 24 33 54.1    (N) 081 45 02.1    (W)   HD_HELD2
 AA1004* NAVD 88 ORTHO HEIGHT -     3.285 (meters)       10.78  (feet) ADJUSTED
 AA1004  ______________________________________________________________________
 AA1004  GEOID HEIGHT    -        -21.751 (meters)                     GEOID18
 AA1004  DYNAMIC HEIGHT  -          3.279 (meters)       10.76  (feet) COMP
 AA1004  MODELED GRAVITY -    978,954.9   (mgal)                       NAVD 88
 AA1004
 AA1004  VERT ORDER      -  FIRST     CLASS II
 AA1004
 AA1004.The horizontal coordinates were established by autonomous hand held GPS
 AA1004.observations and have an estimated accuracy of +/- 10 meters.
 AA1004
 AA1004.The orthometric height was determined by differential leveling and
 AA1004.adjusted by the NATIONAL GEODETIC SURVEY
 AA1004.in June 1991.
 AA1004
 AA1004.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1004.GEOID18 height accuracy estimate available here.
 AA1004
 AA1004.This Tidal Bench Mark is designated as VM 10985
 AA1004.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1004
 AA1004.Click photographs - Photos may exist for this station.
 AA1004
 AA1004.The dynamic height is computed by dividing the NAVD 88
 AA1004.geopotential number by the normal gravity value computed on the
 AA1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1004.degrees latitude (g = 980.6199 gals.).
 AA1004
 AA1004.The modeled gravity was interpolated from observed gravity values.
 AA1004
 AA1004;                    North         East    Units  Estimated Accuracy
 AA1004;SPC FL E     -    25,869.      123,967.      MT  (+/- 10 meters HH2 GPS)
 AA1004
 AA1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2399216992(NAD 83)
 AA1004
 AA1004                          SUPERSEDED SURVEY CONTROL
 AA1004
 AA1004  NGVD 29 (09/01/92)    3.698  (m)           12.13   (f) ADJUSTED    1 2
 AA1004
 AA1004.Superseded values are not recommended for survey control.
 AA1004
 AA1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1004.See file dsdata.pdf to determine how the superseded data were derived.
 AA1004
 AA1004_MARKER: DJ = TIDAL STATION DISK
 AA1004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1004_SP_SET: BRIDGE WALKWAY
 AA1004_STAMPING: NO. 1 1974
 AA1004_MARK LOGO: NOS
 AA1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1004
 AA1004  HISTORY     - Date     Condition        Report By
 AA1004  HISTORY     - 1974     MONUMENTED       NOS
 AA1004  HISTORY     - 1982     GOOD             FLDNR
 AA1004  HISTORY     - 19881108 GOOD             FLDNR
 AA1004  HISTORY     - 20010831 GOOD             USPSQD
 AA1004  HISTORY     - 20180326 GOOD             USPSQD
 AA1004  HISTORY     - 20210620 GOOD             USPSQD
 AA1004
 AA1004                          STATION DESCRIPTION
 AA1004
 AA1004'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1004'3.45 MI NE FROM KEY WEST.
 AA1004'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.1 MILES NORTHEAST
 AA1004'ON U.S. HIGHWAY 1 TO THE JUNCTION OF STATE ROAD A1A, GO 0.35
 AA1004'MILE SOUTH ON A1A TO THE BRIDGE OVER RIVIERA CHANNEL.  THE MARK
 AA1004'IS 31 FEET EAST-NORTHEAST OF THE CENTERLINE OF A1A, 33 FEET
 AA1004'NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE BANNISTER,
 AA1004'AND IS IN THE BRIDGE SIDEWALK.
 AA1004
 AA1004                          STATION RECOVERY (1988)
 AA1004
 AA1004'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1004'RECOVERED IN GOOD CONDITION.
 AA1004
 AA1004                          STATION RECOVERY (2001)
 AA1004
 AA1004'RECOVERY NOTE BY US POWER SQUADRON 2001 (MEH)
 AA1004'RECOVERED IN GOOD CONDITION.
 AA1004
 AA1004                          STATION RECOVERY (2018)
 AA1004
 AA1004'RECOVERY NOTE BY US POWER SQUADRON 2018 (WCL)
 AA1004'RECOVERED IN GOOD CONDITION.
 AA1004
 AA1004                          STATION RECOVERY (2021)
 AA1004
 AA1004'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 AA1004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1003 ***********************************************************************
 AA1003  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1003  DESIGNATION -  872 4529 TIDAL 2
 AA1003  PID         -  AA1003
 AA1003  STATE/COUNTY-  FL/MONROE
 AA1003  COUNTRY     -  US
 AA1003  USGS QUAD   -  KEY WEST (2018)
 AA1003
 AA1003                         *CURRENT SURVEY CONTROL
 AA1003  ______________________________________________________________________
 AA1003* NAD 83(1986) POSITION- 24 33 52.42   (N) 081 45 01.29   (W)   HD_HELD1
 AA1003* NAVD 88 ORTHO HEIGHT -     2.807 (meters)        9.21  (feet) ADJUSTED
 AA1003  ______________________________________________________________________
 AA1003  GEOID HEIGHT    -        -21.752 (meters)                     GEOID18
 AA1003  DYNAMIC HEIGHT  -          2.802 (meters)        9.19  (feet) COMP
 AA1003  MODELED GRAVITY -    978,954.9   (mgal)                       NAVD 88
 AA1003
 AA1003  VERT ORDER      -  FIRST     CLASS II
 AA1003
 AA1003.The horizontal coordinates were determined by differentially corrected
 AA1003.hand held GPS observations or other comparable positioning techniques
 AA1003.and have an estimated accuracy of +/- 3 meters.
 AA1003
 AA1003.The orthometric height was determined by differential leveling and
 AA1003.adjusted by the NATIONAL GEODETIC SURVEY
 AA1003.in June 1991.
 AA1003
 AA1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1003.GEOID18 height accuracy estimate available here.
 AA1003
 AA1003.This Tidal Bench Mark is designated as VM 10986
 AA1003.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1003
 AA1003.Click photographs - Photos may exist for this station.
 AA1003
 AA1003.The dynamic height is computed by dividing the NAVD 88
 AA1003.geopotential number by the normal gravity value computed on the
 AA1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1003.degrees latitude (g = 980.6199 gals.).
 AA1003
 AA1003.The modeled gravity was interpolated from observed gravity values.
 AA1003
 AA1003;                    North         East    Units  Estimated Accuracy
 AA1003;SPC FL E     -    25,817.3     123,989.5     MT  (+/- 3 meters HH1 GPS) 
 AA1003
 AA1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2401516940(NAD 83)
 AA1003
 AA1003                          SUPERSEDED SURVEY CONTROL
 AA1003
 AA1003  NGVD 29 (09/01/92)    3.220  (m)           10.56   (f) ADJUSTED    1 2
 AA1003
 AA1003.Superseded values are not recommended for survey control.
 AA1003
 AA1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1003.See file dsdata.pdf to determine how the superseded data were derived.
 AA1003
 AA1003_MARKER: DJ = TIDAL STATION DISK
 AA1003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA1003_SP_SET: BRIDGE WING WALL
 AA1003_STAMPING: NO. 2 1974
 AA1003_MARK LOGO: NOS
 AA1003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1003
 AA1003  HISTORY     - Date     Condition        Report By
 AA1003  HISTORY     - 1974     MONUMENTED       NOS
 AA1003  HISTORY     - 1982     GOOD             FLDNR
 AA1003  HISTORY     - 19881231 GOOD             FLDNR
 AA1003  HISTORY     - 20010831 GOOD             USPSQD
 AA1003  HISTORY     - 20210620 GOOD             USPSQD
 AA1003
 AA1003                          STATION DESCRIPTION
 AA1003
 AA1003'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1003'3.45 MI NE FROM KEY WEST.
 AA1003'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.1 MILES NORTHEAST
 AA1003'ON U.S. HIGHWAY 1 TO THE JUNCTION OF STATE ROAD A1A, GO 0.35
 AA1003'MILE SOUTH ON A1A TO THE BRIDGE OVER RIVIERA CHANNEL.  THE MARK
 AA1003'IS SET IN THE SOUTHEAST CONCRETE WINGWALL OF THE BRIDGE, 35 FEET
 AA1003'EAST-NORTHEAST OF THE CENTERLINE OF A1A, AND 149 FEET
 AA1003'NORTH-NORTHWEST OF THE SOUTH END OF THE EAST BANNISTER.
 AA1003'THE MARK IS 1 FT BELOW HIGHWAY.
 AA1003
 AA1003                          STATION RECOVERY (1988)
 AA1003
 AA1003'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1003'RECOVERED IN GOOD CONDITION.
 AA1003
 AA1003                          STATION RECOVERY (2001)
 AA1003
 AA1003'RECOVERY NOTE BY US POWER SQUADRON 2001 (MEH)
 AA1003'RECOVERED IN GOOD CONDITION.
 AA1003
 AA1003                          STATION RECOVERY (2021)
 AA1003
 AA1003'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 AA1003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1002 ***********************************************************************
 AA1002  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1002  DESIGNATION -  872 4529 TIDAL 3
 AA1002  PID         -  AA1002
 AA1002  STATE/COUNTY-  FL/MONROE
 AA1002  COUNTRY     -  US
 AA1002  USGS QUAD   -  KEY WEST (2018)
 AA1002
 AA1002                         *CURRENT SURVEY CONTROL
 AA1002  ______________________________________________________________________
 AA1002* NAD 83(1986) POSITION- 24 33 52.3    (N) 081 45 02.2    (W)   HD_HELD2
 AA1002* NAVD 88 ORTHO HEIGHT -     1.716 (meters)        5.63  (feet) ADJUSTED
 AA1002  ______________________________________________________________________
 AA1002  GEOID HEIGHT    -        -21.752 (meters)                     GEOID18
 AA1002  DYNAMIC HEIGHT  -          1.713 (meters)        5.62  (feet) COMP
 AA1002  MODELED GRAVITY -    978,954.9   (mgal)                       NAVD 88
 AA1002
 AA1002  VERT ORDER      -  FIRST     CLASS II
 AA1002
 AA1002.The horizontal coordinates were established by autonomous hand held GPS
 AA1002.observations and have an estimated accuracy of +/- 10 meters.
 AA1002
 AA1002.The orthometric height was determined by differential leveling and
 AA1002.adjusted by the NATIONAL GEODETIC SURVEY
 AA1002.in June 1991.
 AA1002
 AA1002.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1002.GEOID18 height accuracy estimate available here.
 AA1002
 AA1002.This Tidal Bench Mark is designated as VM 10987
 AA1002.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1002
 AA1002.Click photographs - Photos may exist for this station.
 AA1002
 AA1002.The dynamic height is computed by dividing the NAVD 88
 AA1002.geopotential number by the normal gravity value computed on the
 AA1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1002.degrees latitude (g = 980.6199 gals.).
 AA1002
 AA1002.The modeled gravity was interpolated from observed gravity values.
 AA1002
 AA1002;                    North         East    Units  Estimated Accuracy
 AA1002;SPC FL E     -    25,814.      123,964.      MT  (+/- 10 meters HH2 GPS)
 AA1002
 AA1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2398916936(NAD 83)
 AA1002
 AA1002                          SUPERSEDED SURVEY CONTROL
 AA1002
 AA1002  NGVD 29 (09/01/92)    2.129  (m)            6.98   (f) ADJUSTED    1 2
 AA1002
 AA1002.Superseded values are not recommended for survey control.
 AA1002
 AA1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1002.See file dsdata.pdf to determine how the superseded data were derived.
 AA1002
 AA1002_MARKER: DJ = TIDAL STATION DISK
 AA1002_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA1002_SP_SET: ABUTMENT WINGWALL
 AA1002_STAMPING: NO 3 1974
 AA1002_MARK LOGO: NOS
 AA1002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1002
 AA1002  HISTORY     - Date     Condition        Report By
 AA1002  HISTORY     - 1974     MONUMENTED       NOS
 AA1002  HISTORY     - 1982     GOOD             FLDNR
 AA1002  HISTORY     - 19881108 GOOD             FLDNR
 AA1002  HISTORY     - 20010831 GOOD             USPSQD
 AA1002
 AA1002                          STATION DESCRIPTION
 AA1002
 AA1002'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1002'3.45 MI NE FROM KEY WEST.
 AA1002'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 3.1 MILES NORTHEAST
 AA1002'ON U.S. HIGHWAY 1 TO THE JUNCTION OF STATE ROAD A1A, GO 0.35
 AA1002'MILE SOUTH ON A1A TO THE BRIDGE OVER RIVIERA CHANNEL.  THE MARK
 AA1002'IS SET IN THE SOUTHWEST CONCRETE WINGWALL OF THE BRIDGE, 40 FEET
 AA1002'WEST-SOUTHWEST OF THE CENTERLINE OF A1A, AND 1 FOOT EAST OF THE
 AA1002'NORTHWEST CORNER OF THE WINGWALL.
 AA1002'THE MARK IS 3 FT BELOW A1A.
 AA1002
 AA1002                          STATION RECOVERY (1988)
 AA1002
 AA1002'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1002'RECOVERED IN GOOD CONDITION.
 AA1002
 AA1002                          STATION RECOVERY (2001)
 AA1002
 AA1002'RECOVERY NOTE BY US POWER SQUADRON 2001 (MEH)
 AA1002'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1007 ***********************************************************************
 AA1007  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1007  DESIGNATION -  872 4542 TIDAL 1
 AA1007  PID         -  AA1007
 AA1007  STATE/COUNTY-  FL/MONROE
 AA1007  COUNTRY     -  US
 AA1007  USGS QUAD   -  KEY WEST (2018)
 AA1007
 AA1007                         *CURRENT SURVEY CONTROL
 AA1007  ______________________________________________________________________
 AA1007* NAD 83(1986) POSITION- 24 35 04.6    (N) 081 46 27.0    (W)   HD_HELD2
 AA1007* NAVD 88 ORTHO HEIGHT -     1.423 (meters)        4.67  (feet) ADJUSTED
 AA1007  ______________________________________________________________________
 AA1007  GEOID HEIGHT    -        -21.715 (meters)                     GEOID18
 AA1007  DYNAMIC HEIGHT  -          1.420 (meters)        4.66  (feet) COMP
 AA1007  MODELED GRAVITY -    978,957.3   (mgal)                       NAVD 88
 AA1007
 AA1007  VERT ORDER      -  FIRST     CLASS II
 AA1007
 AA1007.The horizontal coordinates were established by autonomous hand held GPS
 AA1007.observations and have an estimated accuracy of +/- 10 meters.
 AA1007
 AA1007.The orthometric height was determined by differential leveling and
 AA1007.adjusted by the NATIONAL GEODETIC SURVEY
 AA1007.in June 1991.
 AA1007
 AA1007.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1007.GEOID18 height accuracy estimate available here.
 AA1007
 AA1007.This Tidal Bench Mark is designated as VM 10980
 AA1007.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1007
 AA1007.Click photographs - Photos may exist for this station.
 AA1007
 AA1007.The dynamic height is computed by dividing the NAVD 88
 AA1007.geopotential number by the normal gravity value computed on the
 AA1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1007.degrees latitude (g = 980.6199 gals.).
 AA1007
 AA1007.The modeled gravity was interpolated from observed gravity values.
 AA1007
 AA1007;                    North         East    Units  Estimated Accuracy
 AA1007;SPC FL E     -    28,052.      121,590.      MT  (+/- 10 meters HH2 GPS)
 AA1007
 AA1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2161619173(NAD 83)
 AA1007
 AA1007                          SUPERSEDED SURVEY CONTROL
 AA1007
 AA1007  NGVD 29 (09/01/92)    1.835  (m)            6.02   (f) ADJUSTED    1 2
 AA1007
 AA1007.Superseded values are not recommended for survey control.
 AA1007
 AA1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1007.See file dsdata.pdf to determine how the superseded data were derived.
 AA1007
 AA1007_MARKER: DJ = TIDAL STATION DISK
 AA1007_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1007_SP_SET: APRON
 AA1007_STAMPING: NO. 1 1974
 AA1007_MARK LOGO: NOS
 AA1007_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1007
 AA1007  HISTORY     - Date     Condition        Report By
 AA1007  HISTORY     - 1974     MONUMENTED       NOS
 AA1007  HISTORY     - 1982     GOOD             FLDNR
 AA1007  HISTORY     - 19881108 GOOD             FLDNR
 AA1007  HISTORY     - 20210627 GOOD             USPSQD
 AA1007
 AA1007                          STATION DESCRIPTION
 AA1007
 AA1007'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1007'2.4 MI NE FROM KEY WEST.
 AA1007'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 1.9 MILES NORTHEAST
 AA1007'ON U.S. HIGHWAY 1 TO SIGSBEE ROAD, GO 1.15 MILES NORTHERLY ON
 AA1007'SIGSBEE ROAD TO ARTHUR SAWYER ROAD EAST, GO 0.05 MILE NORTHWEST
 AA1007'ON ARTHUR SAWYER ROAD EAST TO A ROAD TO THE NAVY SPECIAL SERVICES
 AA1007'MARINA, GO 0.3 MILE NORTHEAST ON MARINA ROAD TO ITS END AT THE
 AA1007'MARINA AND THE VICINITY OF THE MARK.  THE MARK IS SET IN THE
 AA1007'CONCRETE APRON FOR THE BOAT REPAIR SHOP, AT THE WEST CORNER OF THE
 AA1007'APRON, AND IS 12 FEET SOUTHEAST OF THE SHORELINE.
 AA1007
 AA1007                          STATION RECOVERY (1988)
 AA1007
 AA1007'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1007'RECOVERED IN GOOD CONDITION.
 AA1007
 AA1007                          STATION RECOVERY (2021)
 AA1007
 AA1007'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 AA1007'RECOVERED AS DESCRIBED WITH FOLLOWING CHANGES; BOAT REPAIR SHOP IS NOW
 AA1007'CAFE AND BAR, MARK IS OBSCURED BY WOODEN PRIVACY FENCE.  MILITARY ID
 AA1007'REQUIRED FOR ACCESS TO NAVY PROPERTY ON SIGSBEE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1008 ***********************************************************************
 AA1008  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1008  DESIGNATION -  872 4542 TIDAL 2
 AA1008  PID         -  AA1008
 AA1008  STATE/COUNTY-  FL/MONROE
 AA1008  COUNTRY     -  US
 AA1008  USGS QUAD   -  KEY WEST (2018)
 AA1008
 AA1008                         *CURRENT SURVEY CONTROL
 AA1008  ______________________________________________________________________
 AA1008* NAD 83(1986) POSITION- 24 35 08.     (N) 081 46 29.     (W)   SCALED
 AA1008* NAVD 88 ORTHO HEIGHT -     0.863 (meters)        2.83  (feet) ADJUSTED
 AA1008  ______________________________________________________________________
 AA1008  GEOID HEIGHT    -        -21.714 (meters)                     GEOID18
 AA1008  DYNAMIC HEIGHT  -          0.862 (meters)        2.83  (feet) COMP
 AA1008  MODELED GRAVITY -    978,957.3   (mgal)                       NAVD 88
 AA1008
 AA1008  VERT ORDER      -  FIRST     CLASS II
 AA1008
 AA1008.The horizontal coordinates were scaled from a map and have
 AA1008.an estimated accuracy of +/- 6 seconds.
 AA1008
 AA1008.The orthometric height was determined by differential leveling and
 AA1008.adjusted by the NATIONAL GEODETIC SURVEY
 AA1008.in June 1991.
 AA1008
 AA1008.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1008.GEOID18 height accuracy estimate available here.
 AA1008
 AA1008.This Tidal Bench Mark is designated as VM 10981
 AA1008.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1008
 AA1008.Click photographs - Photos may exist for this station.
 AA1008
 AA1008.The dynamic height is computed by dividing the NAVD 88
 AA1008.geopotential number by the normal gravity value computed on the
 AA1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1008.degrees latitude (g = 980.6199 gals.).
 AA1008
 AA1008.The modeled gravity was interpolated from observed gravity values.
 AA1008
 AA1008;                    North         East    Units  Estimated Accuracy
 AA1008;SPC FL E     -    28,160.      121,530.      MT  (+/- 180 meters Scaled)
 AA1008
 AA1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH215192(NAD 83)
 AA1008
 AA1008                          SUPERSEDED SURVEY CONTROL
 AA1008
 AA1008  NGVD 29 (09/01/92)    1.276  (m)            4.19   (f) ADJUSTED    1 2
 AA1008
 AA1008.Superseded values are not recommended for survey control.
 AA1008
 AA1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1008.See file dsdata.pdf to determine how the superseded data were derived.
 AA1008
 AA1008_MARKER: DJ = TIDAL STATION DISK
 AA1008_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1008_SP_SET: BOAT RAMP
 AA1008_STAMPING: NO. 2 1974
 AA1008_MARK LOGO: NOS
 AA1008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1008
 AA1008  HISTORY     - Date     Condition        Report By
 AA1008  HISTORY     - 1974     MONUMENTED       NOS
 AA1008  HISTORY     - 1982     GOOD             FLDNR
 AA1008  HISTORY     - 19881108 GOOD             FLDNR
 AA1008
 AA1008                          STATION DESCRIPTION
 AA1008
 AA1008'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1008'2.4 MI NE FROM KEY WEST.
 AA1008'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 1.9 MILES NORTHEAST
 AA1008'ON U.S. HIGHWAY 1 TO SIGSBEE ROAD, GO 1.15 MILES NORTHERLY ON
 AA1008'SIGSBEE ROAD TO ARTHUR SAWYER ROAD EAST, GO 0.05 MILE NORTHWEST
 AA1008'ON ARTHUR SAWYER ROAD EAST TO A ROAD TO THE NAVY SPECIAL SERVICES
 AA1008'MARINA, GO 0.3 MILE NORTHEAST ON MARINA ROAD TO ITS END AT THE
 AA1008'MARINA AND THE VICINITY OF THE MARK.  THE MARK IS SET IN THE NORTH
 AA1008'CORNER OF THE BOAT RAMP AT THE BOAT REPAIR SHOP, AND 73 FEET
 AA1008'NORTHEAST OF TIDAL BENCH MARK NO 1 1974.
 AA1008
 AA1008                          STATION RECOVERY (1988)
 AA1008
 AA1008'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1009 ***********************************************************************
 AA1009  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1009  DESIGNATION -  872 4542 TIDAL 3
 AA1009  PID         -  AA1009
 AA1009  STATE/COUNTY-  FL/MONROE
 AA1009  COUNTRY     -  US
 AA1009  USGS QUAD   -  KEY WEST (2018)
 AA1009
 AA1009                         *CURRENT SURVEY CONTROL
 AA1009  ______________________________________________________________________
 AA1009* NAD 83(1986) POSITION- 24 35 03.7    (N) 081 46 25.7    (W)   HD_HELD2
 AA1009* NAVD 88 ORTHO HEIGHT -     1.764 (meters)        5.79  (feet) ADJUSTED
 AA1009  ______________________________________________________________________
 AA1009  GEOID HEIGHT    -        -21.716 (meters)                     GEOID18
 AA1009  DYNAMIC HEIGHT  -          1.761 (meters)        5.78  (feet) COMP
 AA1009  MODELED GRAVITY -    978,957.3   (mgal)                       NAVD 88
 AA1009
 AA1009  VERT ORDER      -  FIRST     CLASS II
 AA1009
 AA1009.The horizontal coordinates were established by autonomous hand held GPS
 AA1009.observations and have an estimated accuracy of +/- 10 meters.
 AA1009
 AA1009.The orthometric height was determined by differential leveling and
 AA1009.adjusted by the NATIONAL GEODETIC SURVEY
 AA1009.in June 1991.
 AA1009
 AA1009.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1009.GEOID18 height accuracy estimate available here.
 AA1009
 AA1009.This Tidal Bench Mark is designated as VM 10982
 AA1009.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1009
 AA1009.Click photographs - Photos may exist for this station.
 AA1009
 AA1009.The dynamic height is computed by dividing the NAVD 88
 AA1009.geopotential number by the normal gravity value computed on the
 AA1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1009.degrees latitude (g = 980.6199 gals.).
 AA1009
 AA1009.The modeled gravity was interpolated from observed gravity values.
 AA1009
 AA1009;                    North         East    Units  Estimated Accuracy
 AA1009;SPC FL E     -    28,024.      121,627.      MT  (+/- 10 meters HH2 GPS)
 AA1009
 AA1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2165319146(NAD 83)
 AA1009
 AA1009                          SUPERSEDED SURVEY CONTROL
 AA1009
 AA1009  NGVD 29 (09/01/92)    2.176  (m)            7.14   (f) ADJUSTED    1 2
 AA1009
 AA1009.Superseded values are not recommended for survey control.
 AA1009
 AA1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1009.See file dsdata.pdf to determine how the superseded data were derived.
 AA1009
 AA1009_MARKER: DJ = TIDAL STATION DISK
 AA1009_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1009_SP_SET: APRON
 AA1009_STAMPING: NO. 3 1974
 AA1009_MARK LOGO: NOS
 AA1009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1009
 AA1009  HISTORY     - Date     Condition        Report By
 AA1009  HISTORY     - 1974     MONUMENTED       NOS
 AA1009  HISTORY     - 1982     GOOD             FLDNR
 AA1009  HISTORY     - 19881108 GOOD             FLDNR
 AA1009
 AA1009                          STATION DESCRIPTION
 AA1009
 AA1009'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1009'2.4 MI NE FROM KEY WEST.
 AA1009'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 1.9 MILES NORTHEAST
 AA1009'ON U.S. HIGHWAY 1 TO SIGSBEE ROAD, GO 1.15 MILES NORTHERLY ON
 AA1009'SIGSBEE ROAD TO ARTHUR SAWYER ROAD EAST, GO 0.05 MILE NORTHWEST
 AA1009'ON ARTHUR SAWYER ROAD EAST TO A ROAD TO THE NAVY SPECIAL SERVICES
 AA1009'MARINA, GO 0.3 MILE NORTHEAST ON MARINA ROAD TO ITS END AT THE
 AA1009'MARINA AND THE VICINITY OF THE MARK.  THE MARK IS SET IN THE
 AA1009'CONCRETE APRON FOR A SMALL RESTROOM BUILDING, 162 FEET SOUTHEAST
 AA1009'OF THE NORTHWEST SHORELINE, AND 24 FEET NORTHWEST OF THE SOUTH
 AA1009'CORNER OF THE BUILDING.
 AA1009
 AA1009                          STATION RECOVERY (1988)
 AA1009
 AA1009'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1009'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1010 ***********************************************************************
 AA1010  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1010  DESIGNATION -  872 4542 TIDAL 4
 AA1010  PID         -  AA1010
 AA1010  STATE/COUNTY-  FL/MONROE
 AA1010  COUNTRY     -  US
 AA1010  USGS QUAD   -  KEY WEST (2018)
 AA1010
 AA1010                         *CURRENT SURVEY CONTROL
 AA1010  ______________________________________________________________________
 AA1010* NAD 83(1986) POSITION- 24 35 08.     (N) 081 46 29.     (W)   SCALED
 AA1010* NAVD 88 ORTHO HEIGHT -     1.073 (meters)        3.52  (feet) ADJUSTED
 AA1010  ______________________________________________________________________
 AA1010  GEOID HEIGHT    -        -21.714 (meters)                     GEOID18
 AA1010  DYNAMIC HEIGHT  -          1.071 (meters)        3.51  (feet) COMP
 AA1010  MODELED GRAVITY -    978,957.3   (mgal)                       NAVD 88
 AA1010
 AA1010  VERT ORDER      -  FIRST     CLASS II
 AA1010
 AA1010.The horizontal coordinates were scaled from a map and have
 AA1010.an estimated accuracy of +/- 6 seconds.
 AA1010
 AA1010.The orthometric height was determined by differential leveling and
 AA1010.adjusted by the NATIONAL GEODETIC SURVEY
 AA1010.in June 1991.
 AA1010
 AA1010.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1010.GEOID18 height accuracy estimate available here.
 AA1010
 AA1010.This Tidal Bench Mark is designated as VM 10983
 AA1010.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1010
 AA1010.Click photographs - Photos may exist for this station.
 AA1010
 AA1010.The dynamic height is computed by dividing the NAVD 88
 AA1010.geopotential number by the normal gravity value computed on the
 AA1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1010.degrees latitude (g = 980.6199 gals.).
 AA1010
 AA1010.The modeled gravity was interpolated from observed gravity values.
 AA1010
 AA1010;                    North         East    Units  Estimated Accuracy
 AA1010;SPC FL E     -    28,160.      121,530.      MT  (+/- 180 meters Scaled)
 AA1010
 AA1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH215192(NAD 83)
 AA1010
 AA1010                          SUPERSEDED SURVEY CONTROL
 AA1010
 AA1010  NGVD 29 (09/01/92)    1.486  (m)            4.88   (f) ADJUSTED    1 2
 AA1010
 AA1010.Superseded values are not recommended for survey control.
 AA1010
 AA1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1010.See file dsdata.pdf to determine how the superseded data were derived.
 AA1010
 AA1010_MARKER: DJ = TIDAL STATION DISK
 AA1010_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1010_SP_SET: SEAWALL
 AA1010_STAMPING: NO 4 1974
 AA1010_MARK LOGO: NOS
 AA1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1010+STABILITY: SURFACE MOTION
 AA1010
 AA1010  HISTORY     - Date     Condition        Report By
 AA1010  HISTORY     - 1974     MONUMENTED       NOS
 AA1010  HISTORY     - 1982     GOOD             FLDNR
 AA1010  HISTORY     - 19881108 GOOD             FLDNR
 AA1010  HISTORY     - 20030407 MARK NOT FOUND   USPSQD
 AA1010
 AA1010                          STATION DESCRIPTION
 AA1010
 AA1010'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1010'2.4 MI NE FROM KEY WEST.
 AA1010'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 1.9 MILES NORTHEAST
 AA1010'ON U.S. HIGHWAY 1 TO SIGSBEE ROAD, GO 1.15 MILES NORTHERLY ON
 AA1010'SIGSBEE ROAD TO ARTHUR SAWYER ROAD EAST, GO 0.05 MILE NORTHWEST
 AA1010'ON ARTHUR SAWYER ROAD EAST TO A ROAD TO THE NAVY SPECIAL SERVICES
 AA1010'MARINA, GO 0.3 MILE NORTHEAST ON MARINA ROAD TO ITS END AT THE
 AA1010'MARINA AND THE VICINITY OF THE MARK.  THE MARK IS SET IN THE SEAWALL
 AA1010'FOR THE FUEL PIER, 82.5 FEET SOUTHEAST OF THE WEST EDGE OF THE FUEL
 AA1010'PIER, AND 10 FEET SOUTHWEST OF THE NORTH EDGE OF THE FUEL PIER.
 AA1010
 AA1010                          STATION RECOVERY (1988)
 AA1010
 AA1010'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1010'RECOVERED IN GOOD CONDITION.
 AA1010
 AA1010                          STATION RECOVERY (2003)
 AA1010
 AA1010'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA1010'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1011 ***********************************************************************
 AA1011  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1011  DESIGNATION -  872 4542 TIDAL 5
 AA1011  PID         -  AA1011
 AA1011  STATE/COUNTY-  FL/MONROE
 AA1011  COUNTRY     -  US
 AA1011  USGS QUAD   -  KEY WEST (2018)
 AA1011
 AA1011                         *CURRENT SURVEY CONTROL
 AA1011  ______________________________________________________________________
 AA1011* NAD 83(1986) POSITION- 24 35 08.     (N) 081 46 29.     (W)   SCALED
 AA1011* NAVD 88 ORTHO HEIGHT -     0.917 (meters)        3.01  (feet) ADJUSTED
 AA1011  ______________________________________________________________________
 AA1011  GEOID HEIGHT    -        -21.714 (meters)                     GEOID18
 AA1011  DYNAMIC HEIGHT  -          0.915 (meters)        3.00  (feet) COMP
 AA1011  MODELED GRAVITY -    978,957.3   (mgal)                       NAVD 88
 AA1011
 AA1011  VERT ORDER      -  SECOND    CLASS I
 AA1011
 AA1011.The horizontal coordinates were scaled from a map and have
 AA1011.an estimated accuracy of +/- 6 seconds.
 AA1011
 AA1011.The orthometric height was determined by differential leveling and
 AA1011.adjusted by the NATIONAL GEODETIC SURVEY
 AA1011.in June 1991.
 AA1011
 AA1011.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1011.GEOID18 height accuracy estimate available here.
 AA1011
 AA1011.This Tidal Bench Mark is designated as VM 10984
 AA1011.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1011
 AA1011.Click photographs - Photos may exist for this station.
 AA1011
 AA1011.The dynamic height is computed by dividing the NAVD 88
 AA1011.geopotential number by the normal gravity value computed on the
 AA1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1011.degrees latitude (g = 980.6199 gals.).
 AA1011
 AA1011.The modeled gravity was interpolated from observed gravity values.
 AA1011
 AA1011;                    North         East    Units  Estimated Accuracy
 AA1011;SPC FL E     -    28,160.      121,530.      MT  (+/- 180 meters Scaled)
 AA1011
 AA1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH215192(NAD 83)
 AA1011
 AA1011                          SUPERSEDED SURVEY CONTROL
 AA1011
 AA1011.No superseded survey control is available for this station.
 AA1011
 AA1011_MARKER: DJ = TIDAL STATION DISK
 AA1011_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA1011_SP_SET: SEAWALL
 AA1011_STAMPING: NO 5 1974
 AA1011_MARK LOGO: NOS
 AA1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1011+STABILITY: SURFACE MOTION
 AA1011
 AA1011  HISTORY     - Date     Condition        Report By
 AA1011  HISTORY     - 1974     MONUMENTED       NOS
 AA1011  HISTORY     - 1982     GOOD             FLDNR
 AA1011
 AA1011                          STATION DESCRIPTION
 AA1011
 AA1011'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1011'2.4 MI NE FROM KEY WEST.
 AA1011'BEGIN AT THE CATHOLIC CHURCH IN KEY WEST, GO 1.9 MILES NORTHEAST
 AA1011'ON U.S. HIGHWAY 1 TO SIGSBEE ROAD, GO 1.15 MILES NORTHERLY ON
 AA1011'SIGSBEE ROAD TO ARTHUR SAWYER ROAD EAST, GO 0.05 MILE NORTHWEST
 AA1011'ON ARTHUR SAWYER ROAD EAST TO A ROAD TO THE NAVY SPECIAL SERVICES
 AA1011'MARINA, GO 0.3 MILE NORTHEAST ON MARINA ROAD TO ITS END AT THE
 AA1011'MARINA AND THE MARK VICINITY.  THE MARK BEARS 62.5 FEET
 AA1011'NORTHWEST OF THE SOUTHEAST CORNER OF THE MARINA SEAWALL, AND
 AA1011'2.1 FEET SOUTHEAST OF THE NORTH CORNER OF A CURB AROUND THE
 AA1011'MARINA OFFICE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0919 ***********************************************************************
 AA0919  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0919  DESIGNATION -  872 4557 TIDAL 1
 AA0919  PID         -  AA0919
 AA0919  STATE/COUNTY-  FL/MONROE
 AA0919  COUNTRY     -  US
 AA0919  USGS QUAD   -  KEY WEST (2018)
 AA0919
 AA0919                         *CURRENT SURVEY CONTROL
 AA0919  ______________________________________________________________________
 AA0919* NAD 83(1986) POSITION- 24 32 44.     (N) 081 46 59.     (W)   SCALED
 AA0919* NAVD 88 ORTHO HEIGHT -     0.810 (meters)        2.66  (feet) ADJUSTED
 AA0919  ______________________________________________________________________
 AA0919  GEOID HEIGHT    -        -21.781 (meters)                     GEOID18
 AA0919  DYNAMIC HEIGHT  -          0.808 (meters)        2.65  (feet) COMP
 AA0919  MODELED GRAVITY -    978,953.9   (mgal)                       NAVD 88
 AA0919
 AA0919  VERT ORDER      -  FIRST     CLASS II
 AA0919
 AA0919.The horizontal coordinates were scaled from a map and have
 AA0919.an estimated accuracy of +/- 6 seconds.
 AA0919
 AA0919.The orthometric height was determined by differential leveling and
 AA0919.adjusted by the NATIONAL GEODETIC SURVEY
 AA0919.in June 1991.
 AA0919
 AA0919.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0919.GEOID18 height accuracy estimate available here.
 AA0919
 AA0919.This Tidal Bench Mark is designated as VM 9622
 AA0919.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0919
 AA0919.Click photographs - Photos may exist for this station.
 AA0919
 AA0919.The dynamic height is computed by dividing the NAVD 88
 AA0919.geopotential number by the normal gravity value computed on the
 AA0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0919.degrees latitude (g = 980.6199 gals.).
 AA0919
 AA0919.The modeled gravity was interpolated from observed gravity values.
 AA0919
 AA0919;                    North         East    Units  Estimated Accuracy
 AA0919;SPC FL E     -    23,730.      120,670.      MT  (+/- 180 meters Scaled)
 AA0919
 AA0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH206148(NAD 83)
 AA0919
 AA0919                          SUPERSEDED SURVEY CONTROL
 AA0919
 AA0919  NGVD 29 (09/01/92)    1.220  (m)            4.00   (f) ADJUSTED    1 2
 AA0919
 AA0919.Superseded values are not recommended for survey control.
 AA0919
 AA0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0919.See file dsdata.pdf to determine how the superseded data were derived.
 AA0919
 AA0919_MARKER: DD = SURVEY DISK
 AA0919_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0919_SP_SET: FISHING PIER SIDEWALK
 AA0919_STAMPING: NO. 1 1974
 AA0919_MARK LOGO: NOS
 AA0919_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0919+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 AA0919
 AA0919  HISTORY     - Date     Condition        Report By
 AA0919  HISTORY     - 1974     MONUMENTED       NOS
 AA0919  HISTORY     - 1982     GOOD             FLDNR
 AA0919  HISTORY     - 19881231 GOOD             FLDNR
 AA0919  HISTORY     - 20030410 GOOD             USPSQD
 AA0919
 AA0919                          STATION DESCRIPTION
 AA0919
 AA0919'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0919'IN KEY WEST.
 AA0919'IN KEY WEST,
 AA0919'THE MARK IS LOCATED ON THE WHITE STREET PIER AT THE EXTREME
 AA0919'SOUTH END OF WHITE STREET.  THE MARK IS SET FLUSH IN THE PIER
 AA0919'AT THE L-JUNCTION OF THE PIER, 1 FOOT NORTH OF THE EAST/WEST
 AA0919'SIDEWALK, AND 1 FOOT WEST OF THE NORTH/SOUTH SIDEWALK.
 AA0919'THE MARK IS 1 FT ABOVE ROAD.
 AA0919
 AA0919                          STATION RECOVERY (1988)
 AA0919
 AA0919'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0919'RECOVERED IN GOOD CONDITION.
 AA0919
 AA0919                          STATION RECOVERY (2003)
 AA0919
 AA0919'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0919'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0918 ***********************************************************************
 AA0918  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0918  DESIGNATION -  872 4557 TIDAL 2
 AA0918  PID         -  AA0918
 AA0918  STATE/COUNTY-  FL/MONROE
 AA0918  COUNTRY     -  US
 AA0918  USGS QUAD   -  KEY WEST (2018)
 AA0918
 AA0918                         *CURRENT SURVEY CONTROL
 AA0918  ______________________________________________________________________
 AA0918* NAD 83(1986) POSITION- 24 32 47.04   (N) 081 47 01.41   (W)   HD_HELD1
 AA0918* NAVD 88 ORTHO HEIGHT -     0.805 (meters)        2.64  (feet) ADJUSTED
 AA0918  ______________________________________________________________________
 AA0918  GEOID HEIGHT    -        -21.780 (meters)                     GEOID18
 AA0918  DYNAMIC HEIGHT  -          0.804 (meters)        2.64  (feet) COMP
 AA0918  MODELED GRAVITY -    978,953.9   (mgal)                       NAVD 88
 AA0918
 AA0918  VERT ORDER      -  FIRST     CLASS II
 AA0918
 AA0918.The horizontal coordinates were determined by differentially corrected
 AA0918.hand held GPS observations or other comparable positioning techniques
 AA0918.and have an estimated accuracy of +/- 3 meters.
 AA0918
 AA0918.The orthometric height was determined by differential leveling and
 AA0918.adjusted by the NATIONAL GEODETIC SURVEY
 AA0918.in June 1991.
 AA0918
 AA0918.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0918.GEOID18 height accuracy estimate available here.
 AA0918
 AA0918.This Tidal Bench Mark is designated as VM 9623
 AA0918.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0918
 AA0918.Click photographs - Photos may exist for this station.
 AA0918
 AA0918.The dynamic height is computed by dividing the NAVD 88
 AA0918.geopotential number by the normal gravity value computed on the
 AA0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0918.degrees latitude (g = 980.6199 gals.).
 AA0918
 AA0918.The modeled gravity was interpolated from observed gravity values.
 AA0918
 AA0918;                    North         East    Units  Estimated Accuracy
 AA0918;SPC FL E     -    23,824.5     120,597.9     MT  (+/- 3 meters HH1 GPS) 
 AA0918
 AA0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2062514948(NAD 83)
 AA0918
 AA0918                          SUPERSEDED SURVEY CONTROL
 AA0918
 AA0918  NGVD 29 (09/01/92)    1.216  (m)            3.99   (f) ADJUSTED    1 2
 AA0918
 AA0918.Superseded values are not recommended for survey control.
 AA0918
 AA0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0918.See file dsdata.pdf to determine how the superseded data were derived.
 AA0918
 AA0918_MARKER: DD = SURVEY DISK
 AA0918_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0918_SP_SET: FISHING PIER SIDEWALK
 AA0918_STAMPING: NO. 2 1974
 AA0918_MARK LOGO: NOS
 AA0918_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0918+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2011
 AA0918
 AA0918  HISTORY     - Date     Condition        Report By
 AA0918  HISTORY     - 1974     MONUMENTED       NOS
 AA0918  HISTORY     - 1982     GOOD             FLDNR
 AA0918  HISTORY     - 19881231 GOOD             FLDNR
 AA0918  HISTORY     - 20030410 GOOD             USPSQD
 AA0918  HISTORY     - 20071018 GOOD             GEOCAC
 AA0918  HISTORY     - 20110415 GOOD             ATKNA
 AA0918  HISTORY     - 20120808 GOOD             ATKNA
 AA0918  HISTORY     - 20140223 GOOD             INDIV
 AA0918  HISTORY     - 20180817 GOOD             USPSQD
 AA0918  HISTORY     - 20210621 GOOD             USPSQD
 AA0918
 AA0918                          STATION DESCRIPTION
 AA0918
 AA0918'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0918'IN KEY WEST.
 AA0918'IN KEY WEST,
 AA0918'THE MARK IS LOCATED ON THE WHITE STREET PIER AT THE EXTREME SOUTH
 AA0918'END OF WHITE STREET.  THE MARK IS SET IN THE PIER, 1 FOOT EAST OF
 AA0918'THE NORTH/SOUTH SIDEWALK ON THE EAST SIDE OF THE PIER, AND 7
 AA0918'FEET EAST OF THE SECOND LIGHT POLE ON THE EAST SIDE OF THE PIER.
 AA0918'THE MARK IS 1 FT ABOVE ROAD.
 AA0918
 AA0918                          STATION RECOVERY (1988)
 AA0918
 AA0918'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0918'RECOVERED IN GOOD CONDITION.
 AA0918
 AA0918                          STATION RECOVERY (2003)
 AA0918
 AA0918'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0918'RECOVERED IN GOOD CONDITION.
 AA0918
 AA0918                          STATION RECOVERY (2007)
 AA0918
 AA0918'RECOVERY NOTE BY GEOCACHING 2007 (RLM)
 AA0918'RECOVERED IN GOOD CONDITION.
 AA0918
 AA0918                          STATION RECOVERY (2011)
 AA0918
 AA0918'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2011 (DWD)
 AA0918'RECOVERED IN GOOD CONDITION.
 AA0918
 AA0918                          STATION RECOVERY (2012)
 AA0918
 AA0918'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2012 (ZCP)
 AA0918'RECOVERED IN GOOD CONDITION.
 AA0918
 AA0918                          STATION RECOVERY (2014)
 AA0918
 AA0918'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JKG)
 AA0918'THE LIGHT POLES HAVE CHANGED.  THE DISK IS NORTHEAST OF THE FIFTH
 AA0918'LIGHT POLE, COUNTING FROM THE NORTH END OF THE PIER.
 AA0918
 AA0918                          STATION RECOVERY (2018)
 AA0918
 AA0918'RECOVERY NOTE BY US POWER SQUADRON 2018 (MLG)
 AA0918'RECOVERED IN GOOD CONDITION.
 AA0918
 AA0918                          STATION RECOVERY (2021)
 AA0918
 AA0918'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 AA0918'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0915 ***********************************************************************
 AA0915  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0915  DESIGNATION -  872 4557 TIDAL 3
 AA0915  PID         -  AA0915
 AA0915  STATE/COUNTY-  FL/MONROE
 AA0915  COUNTRY     -  US
 AA0915  USGS QUAD   -  KEY WEST (2018)
 AA0915
 AA0915                         *CURRENT SURVEY CONTROL
 AA0915  ______________________________________________________________________
 AA0915* NAD 83(1986) POSITION- 24 32 51.76   (N) 081 47 05.22   (W)   HD_HELD1
 AA0915* NAVD 88 ORTHO HEIGHT -     0.812 (meters)        2.66  (feet) ADJUSTED
 AA0915  ______________________________________________________________________
 AA0915  GEOID HEIGHT    -        -21.777 (meters)                     GEOID18
 AA0915  DYNAMIC HEIGHT  -          0.810 (meters)        2.66  (feet) COMP
 AA0915  MODELED GRAVITY -    978,953.9   (mgal)                       NAVD 88
 AA0915
 AA0915  VERT ORDER      -  FIRST     CLASS II
 AA0915
 AA0915.The horizontal coordinates were determined by differentially corrected
 AA0915.hand held GPS observations or other comparable positioning techniques
 AA0915.and have an estimated accuracy of +/- 3 meters.
 AA0915
 AA0915.The orthometric height was determined by differential leveling and
 AA0915.adjusted by the NATIONAL GEODETIC SURVEY
 AA0915.in June 1991.
 AA0915
 AA0915.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0915.GEOID18 height accuracy estimate available here.
 AA0915
 AA0915.This Tidal Bench Mark is designated as VM 9624
 AA0915.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0915
 AA0915.Click photographs - Photos may exist for this station.
 AA0915
 AA0915.The dynamic height is computed by dividing the NAVD 88
 AA0915.geopotential number by the normal gravity value computed on the
 AA0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0915.degrees latitude (g = 980.6199 gals.).
 AA0915
 AA0915.The modeled gravity was interpolated from observed gravity values.
 AA0915
 AA0915;                    North         East    Units  Estimated Accuracy
 AA0915;SPC FL E     -    23,970.3     120,491.5     MT  (+/- 3 meters HH1 GPS) 
 AA0915
 AA0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2051815094(NAD 83)
 AA0915
 AA0915                          SUPERSEDED SURVEY CONTROL
 AA0915
 AA0915  NGVD 29 (09/01/92)    1.221  (m)            4.01   (f) ADJUSTED    1 2
 AA0915
 AA0915.Superseded values are not recommended for survey control.
 AA0915
 AA0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0915.See file dsdata.pdf to determine how the superseded data were derived.
 AA0915
 AA0915_MARKER: DD = SURVEY DISK
 AA0915_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA0915_SP_SET: FISHING PIER SIDEWALK
 AA0915_STAMPING: NO 3 1974
 AA0915_MARK LOGO: NOS
 AA0915_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0915+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2021
 AA0915
 AA0915  HISTORY     - Date     Condition        Report By
 AA0915  HISTORY     - 1974     MONUMENTED       NOS
 AA0915  HISTORY     - 1982     GOOD             FLDNR
 AA0915  HISTORY     - 19881231 GOOD             FLDNR
 AA0915  HISTORY     - 20071018 GOOD             GEOCAC
 AA0915  HISTORY     - 20110415 GOOD             ATKNA
 AA0915  HISTORY     - 20120808 GOOD             ATKNA
 AA0915  HISTORY     - 20140223 GOOD             INDIV
 AA0915  HISTORY     - 20180326 GOOD             USPSQD
 AA0915  HISTORY     - 20190522 GOOD             USGS
 AA0915  HISTORY     - 20210621 GOOD             USPSQD
 AA0915
 AA0915                          STATION DESCRIPTION
 AA0915
 AA0915'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0915'IN KEY WEST.
 AA0915'IN KEY WEST,
 AA0915'THE MARK IS LOCATED ON THE WHITE STREET PIER AT THE EXTREME SOUTH END
 AA0915'OF WHITE STREET.  THE MARK IS SET FLUSH WITH THE PIER ON THE EAST
 AA0915'SIDE AND IS 0.6 FOOT SOUTH OF THE NORTH END OF THE PIER.
 AA0915'THE MARK IS 1 FT ABOVE ROAD.
 AA0915
 AA0915                          STATION RECOVERY (1988)
 AA0915
 AA0915'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0915'RECOVERED IN GOOD CONDITION.
 AA0915
 AA0915                          STATION RECOVERY (2007)
 AA0915
 AA0915'RECOVERY NOTE BY GEOCACHING 2007 (RLM)
 AA0915'RECOVERED IN GOOD CONDITION.
 AA0915
 AA0915                          STATION RECOVERY (2011)
 AA0915
 AA0915'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2011 (DWD)
 AA0915'RECOVERED IN GOOD CONDITION.
 AA0915
 AA0915                          STATION RECOVERY (2012)
 AA0915
 AA0915'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2012 (ZCP)
 AA0915'RECOVERED IN GOOD CONDITION.
 AA0915
 AA0915                          STATION RECOVERY (2014)
 AA0915
 AA0915'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JKG)
 AA0915'RECOVERED IN GOOD CONDITION.
 AA0915
 AA0915                          STATION RECOVERY (2018)
 AA0915
 AA0915'RECOVERY NOTE BY US POWER SQUADRON 2018 (WCL)
 AA0915'RECOVERED IN GOOD CONDITION.
 AA0915
 AA0915                          STATION RECOVERY (2019)
 AA0915
 AA0915'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2019 (CJW)
 AA0915'RECOVERED IN GOOD CONDITION.
 AA0915
 AA0915                          STATION RECOVERY (2021)
 AA0915
 AA0915'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 AA0915'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0916 ***********************************************************************
 AA0916  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0916  DESIGNATION -  872 4557 TIDAL 4
 AA0916  PID         -  AA0916
 AA0916  STATE/COUNTY-  FL/MONROE
 AA0916  COUNTRY     -  US
 AA0916  USGS QUAD   -  KEY WEST (2018)
 AA0916
 AA0916                         *CURRENT SURVEY CONTROL
 AA0916  ______________________________________________________________________
 AA0916* NAD 83(1986) POSITION- 24 32 44.     (N) 081 46 59.     (W)   SCALED
 AA0916* NAVD 88 ORTHO HEIGHT -     0.829 (meters)        2.72  (feet) ADJUSTED
 AA0916  ______________________________________________________________________
 AA0916  GEOID HEIGHT    -        -21.781 (meters)                     GEOID18
 AA0916  DYNAMIC HEIGHT  -          0.828 (meters)        2.72  (feet) COMP
 AA0916  MODELED GRAVITY -    978,953.9   (mgal)                       NAVD 88
 AA0916
 AA0916  VERT ORDER      -  FIRST     CLASS II
 AA0916
 AA0916.The horizontal coordinates were scaled from a map and have
 AA0916.an estimated accuracy of +/- 6 seconds.
 AA0916
 AA0916.The orthometric height was determined by differential leveling and
 AA0916.adjusted by the NATIONAL GEODETIC SURVEY
 AA0916.in June 1991.
 AA0916
 AA0916.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0916.GEOID18 height accuracy estimate available here.
 AA0916
 AA0916.This Tidal Bench Mark is designated as VM 9625
 AA0916.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0916
 AA0916.Click photographs - Photos may exist for this station.
 AA0916
 AA0916.The dynamic height is computed by dividing the NAVD 88
 AA0916.geopotential number by the normal gravity value computed on the
 AA0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0916.degrees latitude (g = 980.6199 gals.).
 AA0916
 AA0916.The modeled gravity was interpolated from observed gravity values.
 AA0916
 AA0916;                    North         East    Units  Estimated Accuracy
 AA0916;SPC FL E     -    23,730.      120,670.      MT  (+/- 180 meters Scaled)
 AA0916
 AA0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH206148(NAD 83)
 AA0916
 AA0916                          SUPERSEDED SURVEY CONTROL
 AA0916
 AA0916  NGVD 29 (09/01/92)    1.240  (m)            4.07   (f) ADJUSTED    1 2
 AA0916
 AA0916.Superseded values are not recommended for survey control.
 AA0916
 AA0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0916.See file dsdata.pdf to determine how the superseded data were derived.
 AA0916
 AA0916_MARKER: DD = SURVEY DISK
 AA0916_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0916_SP_SET: FISHING PIER SIDEWALK
 AA0916_STAMPING: NO. 4 1974
 AA0916_MARK LOGO: NOS
 AA0916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0916+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2003
 AA0916
 AA0916  HISTORY     - Date     Condition        Report By
 AA0916  HISTORY     - 1974     MONUMENTED       NOS
 AA0916  HISTORY     - 1982     GOOD             FLDNR
 AA0916  HISTORY     - 19881231 GOOD             FLDNR
 AA0916  HISTORY     - 20030410 GOOD             USPSQD
 AA0916
 AA0916                          STATION DESCRIPTION
 AA0916
 AA0916'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0916'IN KEY WEST.  IN KEY WEST, THE MARK IS LOCATED ON THE WHITE STREET
 AA0916'PIER AT THE EXTREME SOUTH END OF WHITE STREET.  THE MARK IS SET IN THE
 AA0916'NORTH END OF THE SIDEWALK ON THE WEST SIDE OF THE PIER AND 0.7 FT
 AA0916'(21 CM) NORTH OF THE EDGE OF THE PIER WING WALL.  THE MARK IS 1 FT
 AA0916'(0.3 M) HIGHER THAN THE ROAD.
 AA0916
 AA0916                          STATION RECOVERY (1988)
 AA0916
 AA0916'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0916'RECOVERED IN GOOD CONDITION.
 AA0916
 AA0916                          STATION RECOVERY (2003)
 AA0916
 AA0916'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0916'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0917 ***********************************************************************
 AA0917  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0917  DESIGNATION -  872 4557 TIDAL 5
 AA0917  PID         -  AA0917
 AA0917  STATE/COUNTY-  FL/MONROE
 AA0917  COUNTRY     -  US
 AA0917  USGS QUAD   -  KEY WEST (2018)
 AA0917
 AA0917                         *CURRENT SURVEY CONTROL
 AA0917  ______________________________________________________________________
 AA0917* NAD 83(1986) POSITION- 24 32 47.76   (N) 081 47 02.97   (W)   HD_HELD1
 AA0917* NAVD 88 ORTHO HEIGHT -     0.813 (meters)        2.67  (feet) ADJUSTED
 AA0917  ______________________________________________________________________
 AA0917  GEOID HEIGHT    -        -21.779 (meters)                     GEOID18
 AA0917  DYNAMIC HEIGHT  -          0.812 (meters)        2.66  (feet) COMP
 AA0917  MODELED GRAVITY -    978,953.9   (mgal)                       NAVD 88
 AA0917
 AA0917  VERT ORDER      -  FIRST     CLASS II
 AA0917
 AA0917.The horizontal coordinates were determined by differentially corrected
 AA0917.hand held GPS observations or other comparable positioning techniques
 AA0917.and have an estimated accuracy of +/- 3 meters.
 AA0917
 AA0917.The orthometric height was determined by differential leveling and
 AA0917.adjusted by the NATIONAL GEODETIC SURVEY
 AA0917.in June 1991.
 AA0917
 AA0917.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0917.GEOID18 height accuracy estimate available here.
 AA0917
 AA0917.This Tidal Bench Mark is designated as VM 9626
 AA0917.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0917
 AA0917.Click photographs - Photos may exist for this station.
 AA0917
 AA0917.The dynamic height is computed by dividing the NAVD 88
 AA0917.geopotential number by the normal gravity value computed on the
 AA0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0917.degrees latitude (g = 980.6199 gals.).
 AA0917
 AA0917.The modeled gravity was interpolated from observed gravity values.
 AA0917
 AA0917;                    North         East    Units  Estimated Accuracy
 AA0917;SPC FL E     -    23,846.9     120,554.2     MT  (+/- 3 meters HH1 GPS) 
 AA0917
 AA0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH2058114970(NAD 83)
 AA0917
 AA0917                          SUPERSEDED SURVEY CONTROL
 AA0917
 AA0917  NGVD 29 (09/01/92)    1.223  (m)            4.01   (f) ADJUSTED    1 2
 AA0917
 AA0917.Superseded values are not recommended for survey control.
 AA0917
 AA0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0917.See file dsdata.pdf to determine how the superseded data were derived.
 AA0917
 AA0917_MARKER: DD = SURVEY DISK
 AA0917_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA0917_SP_SET: PIER
 AA0917_STAMPING: NO. 5 1974
 AA0917_MARK LOGO: NOS
 AA0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA0917+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2021
 AA0917
 AA0917  HISTORY     - Date     Condition        Report By
 AA0917  HISTORY     - 1974     MONUMENTED       NOS
 AA0917  HISTORY     - 1982     GOOD             FLDNR
 AA0917  HISTORY     - 19881231 GOOD             FLDNR
 AA0917  HISTORY     - 20030410 MARK NOT FOUND   USPSQD
 AA0917  HISTORY     - 20140223 GOOD             INDIV
 AA0917  HISTORY     - 20180326 GOOD             USPSQD
 AA0917  HISTORY     - 20190522 GOOD             USGS
 AA0917  HISTORY     - 20210621 GOOD             USPSQD
 AA0917
 AA0917                          STATION DESCRIPTION
 AA0917
 AA0917'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA0917'IN KEY WEST.
 AA0917'IN KEY WEST,
 AA0917'THE MARK IS LOCATED ON THE WHITE STREET PIER AT THE EXTREME
 AA0917'SOUTH END OF WHITE STREET.  THE MARK IS SET ON THE WEST SIDE
 AA0917'OF THE PIER, 1 FOOT WEST OF THE NORTH/SOUTH SIDEWALK, AND 8
 AA0917'FEET WEST OF THE FIRST LIGHT POLE ON THE WEST SIDE OF THE PIER.
 AA0917'THE MARK IS 1 FT ABOVE ROAD.
 AA0917
 AA0917                          STATION RECOVERY (1988)
 AA0917
 AA0917'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0917'RECOVERED IN GOOD CONDITION.
 AA0917
 AA0917                          STATION RECOVERY (2003)
 AA0917
 AA0917'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0917'MARK NOT FOUND.
 AA0917
 AA0917                          STATION RECOVERY (2014)
 AA0917
 AA0917'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JKG)
 AA0917'THE MARK IS SET IN THE CURB AT THE FAR WESTERN EDGE OF THE PIER.  THE
 AA0917'LIGHT POLES HAVE CHANGED SINCE THE ORIGINAL DESCRIPTION WAS WRITTEN.
 AA0917'THE DISK IS NORTHWEST OF THE THIRD LIGHT POLE, COUNTING FROM THE NORTH
 AA0917'END OF THE PIER.
 AA0917
 AA0917                          STATION RECOVERY (2018)
 AA0917
 AA0917'RECOVERY NOTE BY US POWER SQUADRON 2018 (WCL)
 AA0917'THE MARK IS LOCATED IN KEY WEST ON THE WHITE ST. PIER AT THE SOUTH END
 AA0917'OF WHITE ST. LOCATED ON WEST SIDE OF THE PIER, 1 FT (0.3 M) WEST OF
 AA0917'THE CURB OF A NORTH-SOUTH SIDEWALK.  THE MARK IS NORTHWEST OF THE
 AA0917'THIRD LIGHT POLE COUNTING FROM THE NORTH END OF THE PIER.  THE MARK IS
 AA0917'MOSTLY ILLEGIBLE.
 AA0917
 AA0917                          STATION RECOVERY (2019)
 AA0917
 AA0917'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2019 (CJW)
 AA0917'RECOVERED IN GOOD CONDITION.
 AA0917
 AA0917                          STATION RECOVERY (2021)
 AA0917
 AA0917'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 AA0917'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1014 ***********************************************************************
 AA1014  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1014  DESIGNATION -  872 4580 A TIDAL
 AA1014  PID         -  AA1014
 AA1014  STATE/COUNTY-  FL/MONROE
 AA1014  COUNTRY     -  US
 AA1014  USGS QUAD   -  KEY WEST (2018)
 AA1014
 AA1014                         *CURRENT SURVEY CONTROL
 AA1014  ______________________________________________________________________
 AA1014* NAD 83(1986) POSITION- 24 33 14.     (N) 081 48 29.     (W)   SCALED
 AA1014* NAVD 88 ORTHO HEIGHT -     1.664 (meters)        5.46  (feet) ADJUSTED
 AA1014  ______________________________________________________________________
 AA1014  GEOID HEIGHT    -        -21.760 (meters)                     GEOID18
 AA1014  DYNAMIC HEIGHT  -          1.661 (meters)        5.45  (feet) COMP
 AA1014  MODELED GRAVITY -    978,955.1   (mgal)                       NAVD 88
 AA1014
 AA1014  VERT ORDER      -  FIRST     CLASS II
 AA1014
 AA1014.The horizontal coordinates were scaled from a map and have
 AA1014.an estimated accuracy of +/- 6 seconds.
 AA1014
 AA1014.The orthometric height was determined by differential leveling and
 AA1014.adjusted by the NATIONAL GEODETIC SURVEY
 AA1014.in June 1991.
 AA1014
 AA1014.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1014.GEOID18 height accuracy estimate available here.
 AA1014
 AA1014.This Tidal Bench Mark is designated as VM 717
 AA1014.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1014
 AA1014.Click photographs - Photos may exist for this station.
 AA1014
 AA1014.The dynamic height is computed by dividing the NAVD 88
 AA1014.geopotential number by the normal gravity value computed on the
 AA1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1014.degrees latitude (g = 980.6199 gals.).
 AA1014
 AA1014.The modeled gravity was interpolated from observed gravity values.
 AA1014
 AA1014;                    North         East    Units  Estimated Accuracy
 AA1014;SPC FL E     -    24,670.      118,140.      MT  (+/- 180 meters Scaled)
 AA1014
 AA1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH181157(NAD 83)
 AA1014
 AA1014                          SUPERSEDED SURVEY CONTROL
 AA1014
 AA1014  NGVD 29 (09/01/92)    2.073  (m)            6.80   (f) ADJUSTED    1 2
 AA1014
 AA1014.Superseded values are not recommended for survey control.
 AA1014
 AA1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1014.See file dsdata.pdf to determine how the superseded data were derived.
 AA1014
 AA1014_MARKER: DJ = TIDAL STATION DISK
 AA1014_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AA1014_STAMPING: 4580 A 1978
 AA1014_MARK LOGO: NOS
 AA1014_MAGNETIC: I = MARKER IS A STEEL ROD
 AA1014_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA1014
 AA1014  HISTORY     - Date     Condition        Report By
 AA1014  HISTORY     - 1978     MONUMENTED       NOS
 AA1014  HISTORY     - 1982     GOOD             FLDNR
 AA1014  HISTORY     - 19881231 GOOD             FLDNR
 AA1014  HISTORY     - 20030407 MARK NOT FOUND   USPSQD
 AA1014
 AA1014                          STATION DESCRIPTION
 AA1014
 AA1014'DESCRIBED BY FL DEPT OF NAT RES 1982
 AA1014'IN KEY WEST.
 AA1014'IN KEY WEST,
 AA1014'AT THE OLD U.S. NAVY BASE, NOW RUN BY THE KEY
 AA1014'DEVELOPMENT AGENCY.  THE MARK IS NEAR BUILDING 66, 136.7 FEET
 AA1014'NORTH OF THE NORTHWEST CORNER OF THE BUILDING, EAST OF THE
 AA1014'CENTERLINE OF FRONT STREET, AND IS AT THE SOUTHWEST CORNER OF
 AA1014'THE SIDEWALK AND PARKING LOT.
 AA1014
 AA1014                          STATION RECOVERY (1988)
 AA1014
 AA1014'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA1014'MARK IS IN KEY WEST AT THE OLD U.S. NAVY BASE NOW RUN BY THE TRUMAN
 AA1014'ANNEX COMPANY.  LOCATED 46.9 M (153.9 FT) SOUTH OF THE CENTERLINE OF
 AA1014'CAROLINE STREET, 7.46 M (24.48 FT) EAST OF THE CENTERLINE OF FRONT
 AA1014'STREET, 0.73 M (2.40 FT) WEST-NORTHWEST OF AN ABANDONED POWER POLE
 AA1014'AND 0.15 M (0.49 FT) SOUTHEAST OF THE THE SOUTHWEST CORNER OF A
 AA1014'SIDEWALK AND PARKING LOT.  A ROD DRIVEN TO AN UNKNOWN DEPTH FLUSH
 AA1014'WITH THE SURROUNDING SURFACE.
 AA1014
 AA1014                          STATION RECOVERY (2003)
 AA1014
 AA1014'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA1014'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1652 ***********************************************************************
 AA1652  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1652  DESIGNATION -  872 4580 AA TIDAL
 AA1652  PID         -  AA1652
 AA1652  STATE/COUNTY-  FL/MONROE
 AA1652  COUNTRY     -  US
 AA1652  USGS QUAD   -  KEY WEST (2018)
 AA1652
 AA1652                         *CURRENT SURVEY CONTROL
 AA1652  ______________________________________________________________________
 AA1652* NAD 83(1986) POSITION- 24 33 29.     (N) 081 48 23.     (W)   SCALED
 AA1652* NAVD 88 ORTHO HEIGHT -     1.461 (meters)        4.79  (feet) ADJUSTED
 AA1652  ______________________________________________________________________
 AA1652  GEOID HEIGHT    -        -21.753 (meters)                     GEOID18
 AA1652  DYNAMIC HEIGHT  -          1.459 (meters)        4.79  (feet) COMP
 AA1652  MODELED GRAVITY -    978,954.9   (mgal)                       NAVD 88
 AA1652
 AA1652  VERT ORDER      -  FIRST     CLASS II
 AA1652
 AA1652.The horizontal coordinates were scaled from a map and have
 AA1652.an estimated accuracy of +/- 6 seconds.
 AA1652
 AA1652.The orthometric height was determined by differential leveling and
 AA1652.adjusted by the NATIONAL GEODETIC SURVEY
 AA1652.in May 1994.
 AA1652
 AA1652.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1652.GEOID18 height accuracy estimate available here.
 AA1652
 AA1652.This Tidal Bench Mark is designated as VM 718
 AA1652.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1652
 AA1652.Click photographs - Photos may exist for this station.
 AA1652
 AA1652.The dynamic height is computed by dividing the NAVD 88
 AA1652.geopotential number by the normal gravity value computed on the
 AA1652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1652.degrees latitude (g = 980.6199 gals.).
 AA1652
 AA1652.The modeled gravity was interpolated from observed gravity values.
 AA1652
 AA1652;                    North         East    Units  Estimated Accuracy
 AA1652;SPC FL E     -    25,130.      118,310.      MT  (+/- 180 meters Scaled)
 AA1652
 AA1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH183162(NAD 83)
 AA1652
 AA1652                          SUPERSEDED SURVEY CONTROL
 AA1652
 AA1652  NGVD 29 (09/01/92)    1.870  (m)            6.14   (f) ADJUSTED    1 2
 AA1652
 AA1652.Superseded values are not recommended for survey control.
 AA1652
 AA1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1652.See file dsdata.pdf to determine how the superseded data were derived.
 AA1652
 AA1652_MARKER: DJ = TIDAL STATION DISK
 AA1652_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1652_SP_SET: SIDEWALK
 AA1652_STAMPING: 4580 AA 1978
 AA1652_MARK LOGO: NOS
 AA1652_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA1652_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1652
 AA1652  HISTORY     - Date     Condition        Report By
 AA1652  HISTORY     - 1978     MONUMENTED       NOS
 AA1652  HISTORY     - 19881231 GOOD             FLDNR
 AA1652  HISTORY     - 20021226 MARK NOT FOUND   USPSQD
 AA1652  HISTORY     - 20030411 MARK NOT FOUND   USPSQD
 AA1652
 AA1652                          STATION DESCRIPTION
 AA1652
 AA1652'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1652'THE MARK IS IN KEY WEST, AT THE INTERSECTION OF FRONT STREET AND
 AA1652'GREENE STREET, SET FLUSH IN THE SIDEWALK ON THE EAST SIDE OF FRONT
 AA1652'STREET INSIDE THE NORTH GATE ACROSS FRONT STREET.  LOCATED 4.2 M
 AA1652'(13.8 FT) EAST OF THE CURB OF FRONT STREET, 12.6 M (41.3 FT) SOUTH OF
 AA1652'THE SOUTH CURB OF GREENE STREET AND 5.9 M (19.4 FT) WEST OF THE
 AA1652'NORTHWEST CORNER OF MEL FISHERS TREASURE EXHIBIT BUILDING (BUILDING
 AA1652'NUMBER 48).
 AA1652
 AA1652                          STATION RECOVERY (2002)
 AA1652
 AA1652'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK)
 AA1652'FOUND A SPIKE WITH A SURVEY WASHER INSTALLED AT THE EDGE OF THE
 AA1652'SIDEWALK WHERE IT MEETS A FAIRLY NEW RETAINING WALL.  THE MARK ITSELF
 AA1652'WAS NOT OBSERVED.
 AA1652
 AA1652                          STATION RECOVERY (2003)
 AA1652
 AA1652'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA1652'MARK LOCATION HAS BEEN COVERED BY A RECENTLY INSTALLED HANDICAP RAMP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA1754 ***********************************************************************
 AA1754  TIDAL BM    -  This is a Tidal Bench Mark.
 AA1754  DESIGNATION -  872 4580 B TIDAL
 AA1754  PID         -  AA1754
 AA1754  STATE/COUNTY-  FL/MONROE
 AA1754  COUNTRY     -  US
 AA1754  USGS QUAD   -  KEY WEST (2018)
 AA1754
 AA1754                         *CURRENT SURVEY CONTROL
 AA1754  ______________________________________________________________________
 AA1754* NAD 83(1986) POSITION- 24 33 27.     (N) 081 48 28.     (W)   SCALED
 AA1754* NAVD 88 ORTHO HEIGHT -     1.755 (meters)        5.76  (feet) ADJUSTED
 AA1754  ______________________________________________________________________
 AA1754  GEOID HEIGHT    -        -21.753 (meters)                     GEOID18
 AA1754  DYNAMIC HEIGHT  -          1.752 (meters)        5.75  (feet) COMP
 AA1754  MODELED GRAVITY -    978,955.2   (mgal)                       NAVD 88
 AA1754
 AA1754  VERT ORDER      -  FIRST     CLASS II
 AA1754
 AA1754.The horizontal coordinates were scaled from a map and have
 AA1754.an estimated accuracy of +/- 6 seconds.
 AA1754
 AA1754.The orthometric height was determined by differential leveling and
 AA1754.adjusted by the NATIONAL GEODETIC SURVEY
 AA1754.in May 1994.
 AA1754
 AA1754.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA1754.GEOID18 height accuracy estimate available here.
 AA1754
 AA1754.This Tidal Bench Mark is designated as VM 13692
 AA1754.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA1754
 AA1754.Click photographs - Photos may exist for this station.
 AA1754
 AA1754.The dynamic height is computed by dividing the NAVD 88
 AA1754.geopotential number by the normal gravity value computed on the
 AA1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA1754.degrees latitude (g = 980.6199 gals.).
 AA1754
 AA1754.The modeled gravity was interpolated from observed gravity values.
 AA1754
 AA1754;                    North         East    Units  Estimated Accuracy
 AA1754;SPC FL E     -    25,070.      118,170.      MT  (+/- 180 meters Scaled)
 AA1754
 AA1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH181161(NAD 83)
 AA1754
 AA1754                          SUPERSEDED SURVEY CONTROL
 AA1754
 AA1754  NGVD 29 (09/01/92)    2.164  (m)            7.10   (f) ADJUSTED    1 2
 AA1754
 AA1754.Superseded values are not recommended for survey control.
 AA1754
 AA1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1754.See file dsdata.pdf to determine how the superseded data were derived.
 AA1754
 AA1754_MARKER: DJ = TIDAL STATION DISK
 AA1754_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA1754_SP_SET: PAD
 AA1754_STAMPING: 4580 B 1984
 AA1754_MARK LOGO: NOS
 AA1754_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1754_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA1754
 AA1754  HISTORY     - Date     Condition        Report By
 AA1754  HISTORY     - 1984     MONUMENTED       NOS
 AA1754  HISTORY     - 19880513 GOOD             FLDNR
 AA1754
 AA1754                          STATION DESCRIPTION
 AA1754
 AA1754'DESCRIBED BY FL DEPT OF NAT RES 1988
 AA1754'TO REACH THE MARK FROM THE MAIN POST OFFICE IN KEY WEST, GO NORTHWEST
 AA1754'ON WHITEHEAD STREET FOR 0.16 KM (0.10 MI) TO THE INTERSECTION OF
 AA1754'CAROLINE STREET, TURN AND GO SOUTHWEST ON CAROLINE STREET FOR 0.16 KM
 AA1754'(0.10 MI) (THROUGH THE PRESIDENCY GATE AND ON THE THE PROPERTY OF THE
 AA1754'TRUMAN ANNEX COMPANY) TO THE INTERSECTION OF FRONT STREET, TURN AND
 AA1754'GO NORTH ON FRONT STREET FOR 0.08 KM (0.05 MI) TO THE JUNCTION OF A
 AA1754'STREET, TURN AND GO WEST ON THE STREET TO ITS END AT THE WATER AND
 AA1754'THE BEGINNING OF A LARGE CONCRETE DOCK AND THE MARK.  LOCATED 21.27 M
 AA1754'(69.78 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE DOCK, 59.28 M
 AA1754'(194.49 FT) NORTH OF THE NORTHWEST CORNER OF A LARGE THREE STORY
 AA1754'BUILDING (TRUMAN ANNEX COMPANY OFFICE BUILDING), 14.63 M (48.00 FT)
 AA1754'EAST-SOUTHEAST OF THE NORTHWEST CORNER OF A 3.96 M (12.99 FT) BY 3.96
 AA1754'M (12.99 FT) METAL BUILDING.  NOTE--THE MARK IS SET IN A 0.9 M (3.0
 AA1754'FT) BY 1.83 M (6.00 FT) IRREGULAR SHAPE CONCRETE PAD, AND THE B IN
 AA1754'THE STAMPING IS STAMPED BACKWARD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ1039 ***********************************************************************
 DQ1039  DESIGNATION -  872 4580 D
 DQ1039  PID         -  DQ1039
 DQ1039  STATE/COUNTY-  FL/MONROE
 DQ1039  COUNTRY     -  US
 DQ1039  USGS QUAD   -  KEY WEST (2018)
 DQ1039
 DQ1039                         *CURRENT SURVEY CONTROL
 DQ1039  ______________________________________________________________________
 DQ1039* NAD 83(2011) POSITION- 24 33 16.24106(N) 081 48 27.93872(W)   ADJUSTED
 DQ1039* NAD 83(2011) ELLIP HT-   -19.773 (meters)        (10/28/19)   ADJUSTED
 DQ1039* NAD 83(2011) EPOCH   -  2010.00
 DQ1039* NAVD 88 ORTHO HEIGHT -     2.0   (meters)        7.    (feet) GPS OBS
 DQ1039  ______________________________________________________________________
 DQ1039  NAVD 88 orthometric height was determined with an earlier geoid model
 DQ1039  GEOID HEIGHT    -        -21.759 (meters)                     GEOID18
 DQ1039  NAD 83(2011) X  -    827,136.649 (meters)                     COMP
 DQ1039  NAD 83(2011) Y  - -5,745,443.238 (meters)                     COMP
 DQ1039  NAD 83(2011) Z  -  2,634,262.427 (meters)                     COMP
 DQ1039  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 DQ1039
 DQ1039  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1039  Standards:
 DQ1039         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1039            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1039  -------------------------------------------------------------------
 DQ1039  NETWORK    0.67   1.37           0.28   0.27   0.70     -0.00923093
 DQ1039  -------------------------------------------------------------------
 DQ1039  Click here for local accuracies and other accuracy information.
 DQ1039
 DQ1039.The horizontal coordinates were established by GPS observations
 DQ1039.and adjusted by the National Geodetic Survey in October 2019.
 DQ1039
 DQ1039.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1039.been affixed to the stable North American tectonic plate. See 
 DQ1039.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1039
 DQ1039.The horizontal coordinates are valid at the epoch date displayed above
 DQ1039.which is a decimal equivalence of Year/Month/Day.
 DQ1039
 DQ1039.The orthometric height was determined by GPS observations and a
 DQ1039.high-resolution geoid model.
 DQ1039
 DQ1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1039.GEOID18 height accuracy estimate available here.
 DQ1039
 DQ1039.Click photographs - Photos may exist for this station.
 DQ1039
 DQ1039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1039
 DQ1039.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1039
 DQ1039.The ellipsoidal height was determined by GPS observations
 DQ1039.and is referenced to NAD 83.
 DQ1039
 DQ1039. The following values were computed from the NAD 83(2011) position.
 DQ1039
 DQ1039;                    North         East     Units Scale Factor Converg.
 DQ1039;SPC FL E     -    24,736.997   118,167.947   MT  1.00002385   -0 20 08.5
 DQ1039;SPC FL E     -    81,157.96    387,689.34   sFT  1.00002385   -0 20 08.5
 DQ1039;UTM  17      - 2,715,860.539   418,195.868   MT  0.99968265   -0 20 08.5
 DQ1039
 DQ1039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1039!SPC FL E     -   1.00000311  x   1.00002385  =   1.00002696
 DQ1039!UTM  17      -   1.00000311  x   0.99968265  =   0.99968576
 DQ1039
 DQ1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH1819515860(NAD 83)
 DQ1039
 DQ1039                          SUPERSEDED SURVEY CONTROL
 DQ1039
 DQ1039  NAVD 88 (10/28/19)    2.0    (m)  GEOID12B model used  GPS OBS        
 DQ1039
 DQ1039.Superseded values are not recommended for survey control.
 DQ1039
 DQ1039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DQ1039.See file dsdata.pdf to determine how the superseded data were derived.
 DQ1039
 DQ1039_MARKER: DJ = TIDAL STATION DISK
 DQ1039_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ1039_SP_SET: BASE OF BOLLARD
 DQ1039_STAMPING: 4580 D 1993
 DQ1039_MARK LOGO: NOS
 DQ1039_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ1039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1039+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2023
 DQ1039
 DQ1039  HISTORY     - Date     Condition        Report By
 DQ1039  HISTORY     - 20141214 MONUMENTED
 DQ1039  HISTORY     - 20210622 GOOD             USPSQD
 DQ1039  HISTORY     - 20230518 GOOD             INDIV
 DQ1039
 DQ1039                          STATION DESCRIPTION
 DQ1039
 DQ1039'DESCRIBED 2014 (DBP)
 DQ1039'TO REACH FROM THE INTERSECTION OF FORT STREET AND SOUTHARD STREET IN
 DQ1039'KEY WEST, FLORIDA, DRIVE WEST ON SOUTHARD STREET 500 FT (152.4 M) TO A
 DQ1039'BULKHEAD IN KEY WEST HARBOR.  FROM THE SOUTH END OF THE BULKHEAD DRIVE
 DQ1039'NORTH 1000 FT (304.8 M) TO THE BASE OF A BOLLARD, WHERE THE MARK IS
 DQ1039'LOCATED.
 DQ1039'
 DQ1039'THE MARK IS LOCATED 60 FT (18.3 M) WEST OF A LIGHT POLE AND 5 FT (1.5
 DQ1039'M) FROM THE EDGE OF THE BULKHEAD.
 DQ1039'
 DQ1039'THE MARK IS A BRASS DISK SET IN THE BASE OF A MOORING BOLLARD.
 DQ1039
 DQ1039                          STATION RECOVERY (2021)
 DQ1039
 DQ1039'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 DQ1039'RECOVERED IN GOOD CONDITION.
 DQ1039
 DQ1039                          STATION RECOVERY (2023)
 DQ1039
 DQ1039'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2023 (CG)
 DQ1039'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AJ2450 ***********************************************************************
 AJ2450  CBN         -  This is a Cooperative Base Network Control Station.
 AJ2450  TIDAL BM    -  This is a Tidal Bench Mark.
 AJ2450  DESIGNATION -  872 4580 E TIDAL
 AJ2450  PID         -  AJ2450
 AJ2450  STATE/COUNTY-  FL/MONROE
 AJ2450  COUNTRY     -  US
 AJ2450  USGS QUAD   -  KEY WEST (2018)
 AJ2450
 AJ2450                         *CURRENT SURVEY CONTROL
 AJ2450  ______________________________________________________________________
 AJ2450* NAD 83(2011) POSITION- 24 33 15.15756(N) 081 48 26.35801(W)   ADJUSTED
 AJ2450* NAD 83(2011) ELLIP HT-   -20.554 (meters)        (06/27/12)   ADJUSTED
 AJ2450* NAD 83(2011) EPOCH   -  2010.00
 AJ2450* NAVD 88 ORTHO HEIGHT -     1.1   (meters)        4.    (feet) GPS OBS
 AJ2450  ______________________________________________________________________
 AJ2450  NAVD 88 orthometric height was determined with geoid model    GEOID99
 AJ2450  GEOID HEIGHT    -        -21.613 (meters)                     GEOID99
 AJ2450  GEOID HEIGHT    -        -21.759 (meters)                     GEOID18
 AJ2450  NAD 83(2011) X  -    827,182.552 (meters)                     COMP
 AJ2450  NAD 83(2011) Y  - -5,745,449.908 (meters)                     COMP
 AJ2450  NAD 83(2011) Z  -  2,634,231.780 (meters)                     COMP
 AJ2450  LAPLACE CORR    -         -0.25  (seconds)                    DEFLEC18
 AJ2450
 AJ2450  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AJ2450  Standards:
 AJ2450         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AJ2450            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AJ2450  -------------------------------------------------------------------
 AJ2450  NETWORK    0.64   1.67           0.27   0.25   0.85     -0.02161554
 AJ2450  -------------------------------------------------------------------
 AJ2450  Click here for local accuracies and other accuracy information.
 AJ2450
 AJ2450.The horizontal coordinates were established by GPS observations
 AJ2450.and adjusted by the National Geodetic Survey in June 2012.
 AJ2450
 AJ2450.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AJ2450.been affixed to the stable North American tectonic plate. See 
 AJ2450.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AJ2450
 AJ2450.The horizontal coordinates are valid at the epoch date displayed above
 AJ2450.which is a decimal equivalence of Year/Month/Day.
 AJ2450
 AJ2450.The orthometric height was determined by GPS observations and a
 AJ2450.high-resolution geoid model.
 AJ2450
 AJ2450.Significant digits in the geoid height do not necessarily reflect accuracy.
 AJ2450.GEOID18 height accuracy estimate available here.
 AJ2450
 AJ2450.This Tidal Bench Mark is designated as VM 13915
 AJ2450.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AJ2450
 AJ2450.Click photographs - Photos may exist for this station.
 AJ2450
 AJ2450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AJ2450
 AJ2450.The Laplace correction was computed from DEFLEC18 derived deflections.
 AJ2450
 AJ2450.The ellipsoidal height was determined by GPS observations
 AJ2450.and is referenced to NAD 83.
 AJ2450
 AJ2450. The following values were computed from the NAD 83(2011) position.
 AJ2450
 AJ2450;                    North         East     Units Scale Factor Converg.
 AJ2450;SPC FL E     -    24,703.399   118,212.237   MT  1.00002376   -0 20 07.8
 AJ2450;SPC FL E     -    81,047.73    387,834.65   sFT  1.00002376   -0 20 07.8
 AJ2450;UTM  17      - 2,715,826.952   418,240.142   MT  0.99968256   -0 20 07.8
 AJ2450
 AJ2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AJ2450!SPC FL E     -   1.00000323  x   1.00002376  =   1.00002699
 AJ2450!UTM  17      -   1.00000323  x   0.99968256  =   0.99968579
 AJ2450
 AJ2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH1824015826(NAD 83)
 AJ2450
 AJ2450                          SUPERSEDED SURVEY CONTROL
 AJ2450
 AJ2450  NAD 83(2007)-  24 33 15.15769(N)    081 48 26.35856(W) AD(2002.00) 0
 AJ2450  ELLIP H (02/10/07)  -20.542  (m)                       GP(2002.00)    
 AJ2450  NAD 83(1999)-  24 33 15.15777(N)    081 48 26.35860(W) AD(       ) A
 AJ2450  ELLIP H (04/12/01)  -20.539  (m)                       GP(       ) 4 1
 AJ2450
 AJ2450.Superseded values are not recommended for survey control.
 AJ2450
 AJ2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AJ2450.See file dsdata.pdf to determine how the superseded data were derived.
 AJ2450
 AJ2450_MARKER: F = FLANGE-ENCASED ROD
 AJ2450_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AJ2450_STAMPING: 4580 E 1998
 AJ2450_MARK LOGO: NOS
 AJ2450_PROJECTION: FLUSH
 AJ2450_MAGNETIC: N = NO MAGNETIC MATERIAL
 AJ2450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AJ2450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AJ2450+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2016
 AJ2450_ROD/PIPE-DEPTH: 7.3 meters
 AJ2450
 AJ2450  HISTORY     - Date     Condition        Report By
 AJ2450  HISTORY     - 1998     MONUMENTED       NOS
 AJ2450  HISTORY     - 20010320 GOOD             FLDEP
 AJ2450  HISTORY     - 20160817 GOOD             USGS
 AJ2450
 AJ2450                          STATION DESCRIPTION
 AJ2450
 AJ2450'DESCRIBED BY FL DEPT OF ENV PRO 2001 (RWH)
 AJ2450'THE MARK IS LOCATED IN A GRASSY AREA ON THE EAST SIDE OF A LARGE
 AJ2450'BOAT BASIN AT THE TRUMAN ANNEX IN ESTIMATED SECTION 34, TOWNSHIP
 AJ2450'67 SOUTH, RANGE 25 EAST.  OWNERSHIP- U.S.  NAVAL AIR STATION, KEY
 AJ2450'WEST, FL. SECURITY PHONE NUMBER 305-293-2114.
 AJ2450'TO REACH THE MARK FROM THE MONROE COUNTY COURT HOUSE ON THE
 AJ2450'RIGHT AT 500 WHITEHEAD STREET, CONTINUE EAST-SOUTHEAST ON
 AJ2450'WHITEHEAD STREET FOR 0.05 MI (0.08 KM) (HALF A BLOCK) TO THE
 AJ2450'INTERSECTION OF SOUTHARD STREET, TURN RIGHT ON SOUTHARD STREET
 AJ2450'AND GO WEST-SOUTHWEST FOR 0.1 MI (0.2 KM) TO A GUARDHOUSE FOR
 AJ2450'TRUMAN ANNEX (A PRIVATE GATED COMMUNITY) , CONTINUE
 AJ2450'WEST-SOUTHWEST ON SOUTHARD STREET FOR 0.15 MI (0.24 KM) TO A
 AJ2450'GUARDHOUSE FOR THE TRUMAN ANNEX, U.S.  NAVAL AIR STATION,
 AJ2450'CONTINUE SOUTHWESTERLY ON THE ANNEX ROAD FOR 0.1 MI (0.2 KM) TO A
 AJ2450'LOCKED GATE NUMBER 55 ON THE RIGHT, TURN RIGHT PASSING THROUGH
 AJ2450'THE GATE AND GO NORTHWEST ALONG THE NORTH SIDE OF A LARGE BOAT
 AJ2450'RAMP (50.0 FEET WIDE) WHICH IS LOCATED IN THE SOUTHEAST CORNER OF A
 AJ2450'LARGE BOAT BASIN FOR ABOUT 0.1 MI (0.2 KM) TO THE JUNCTION OF THE
 AJ2450'BOAT RAMP AND A MOORING DOCK ALONG THE EAST SIDE OF THE BOAT
 AJ2450'BASIN, TURN RIGHT AND GO NORTH-NORTHEAST ALONG THE EAST SIDE OF
 AJ2450'THE BOAT BASIN FOR 902.0 FT (274.9 M) TO THE MARK ON THE RIGHT, A
 AJ2450'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.9 FT (7.3 M)
 AJ2450'WITH A NOS LOGO CAP FLUSH WITH THE GROUND, THE DATUM POINT IS
 AJ2450'RECESSED 0.4 FT (12.2 CM) BELOW THE LEVEL OF THE NOS LOGO CAP.
 AJ2450'LOCATED ABOUT 575.0 FT (175.3 M) SOUTH OF THE NOAA 872-4580 TIDE
 AJ2450'HOUSE, 144.9 FT (44.2 M) EAST-SOUTHEAST OF THE EAST SIDE OF THE
 AJ2450'MOORING DOCK, 123.0 FT (37.5 M) NORTH-NORTHEAST OF THE NORTHEAST
 AJ2450'CORNER OF A ONE STORY 38.0 FT (11.6 M) X 42.0 FT (12.8 M) WHITE
 AJ2450'CONCRETE WAREHOUSE, 121.0 FT (36.9 M) SOUTHEAST OF THE SOUTHEAST
 AJ2450'CORNER OF A 16.0 FT (4.9 M) X 22.0 FT (6.7 M) CONCRETE ELECTRICAL
 AJ2450'BUILDING, 84.6 FT (25.8 M) WEST-NORTHWEST OF THE EAST CHAINLINK
 AJ2450'PROPERTY FENCE, 84.3 FT (25.7 M) EAST-NORTHEAST OF THE THIRD LIGHT
 AJ2450'POLE SOUTH OF THE NORTH END OF THE PROPERTY, 74.0 FT (22.6 M)
 AJ2450'EAST-SOUTHEAST OF THE EAST SIDE OF THE CONCRETE PAD FOR THE
 AJ2450'MOORING DOCK AND 1.0 FT (0.3 M) WEST-NORTHWEST OF CARSONITE
 AJ2450'WITNESS.
 AJ2450'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NOS LOGO
 AJ2450'CAP.
 AJ2450'
 AJ2450
 AJ2450                          STATION RECOVERY (2016)
 AJ2450
 AJ2450'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2016 (BJR)
 AJ2450'RECOVERED AS DESCRIBED
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0676 ***********************************************************************
 AA0676  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0676  DESIGNATION -  872 4580 TIDAL 1
 AA0676  PID         -  AA0676
 AA0676  STATE/COUNTY-  FL/MONROE
 AA0676  COUNTRY     -  US
 AA0676  USGS QUAD   -  KEY WEST (2018)
 AA0676
 AA0676                         *CURRENT SURVEY CONTROL
 AA0676  ______________________________________________________________________
 AA0676* NAD 83(1986) POSITION- 24 33 12.     (N) 081 48 27.     (W)   SCALED
 AA0676* NAVD 88 ORTHO HEIGHT -     1.722 (meters)        5.65  (feet) ADJUSTED
 AA0676  ______________________________________________________________________
 AA0676  GEOID HEIGHT    -        -21.761 (meters)                     GEOID18
 AA0676  DYNAMIC HEIGHT  -          1.719 (meters)        5.64  (feet) COMP
 AA0676  MODELED GRAVITY -    978,954.9   (mgal)                       NAVD 88
 AA0676
 AA0676  VERT ORDER      -  FIRST     CLASS II
 AA0676
 AA0676.The horizontal coordinates were scaled from a map and have
 AA0676.an estimated accuracy of +/- 6 seconds.
 AA0676
 AA0676.The orthometric height was determined by differential leveling and
 AA0676.adjusted by the NATIONAL GEODETIC SURVEY
 AA0676.in May 1994.
 AA0676
 AA0676.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0676.GEOID18 height accuracy estimate available here.
 AA0676
 AA0676.This Tidal Bench Mark is designated as VM 708
 AA0676.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0676
 AA0676.Click photographs - Photos may exist for this station.
 AA0676
 AA0676.The dynamic height is computed by dividing the NAVD 88
 AA0676.geopotential number by the normal gravity value computed on the
 AA0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0676.degrees latitude (g = 980.6199 gals.).
 AA0676
 AA0676.The modeled gravity was interpolated from observed gravity values.
 AA0676
 AA0676;                    North         East    Units  Estimated Accuracy
 AA0676;SPC FL E     -    24,610.      118,190.      MT  (+/- 180 meters Scaled)
 AA0676
 AA0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH182157(NAD 83)
 AA0676
 AA0676                          SUPERSEDED SURVEY CONTROL
 AA0676
 AA0676  NAVD 88 (06/15/91)    1.729  (m)            5.67   (f) SUPERSEDED  1 2
 AA0676  NGVD 29 (09/01/92)    2.131  (m)            6.99   (f) ADJUSTED    1 2
 AA0676
 AA0676.Superseded values are not recommended for survey control.
 AA0676
 AA0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0676.See file dsdata.pdf to determine how the superseded data were derived.
 AA0676
 AA0676_MARKER: DJ = TIDAL STATION DISK
 AA0676_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0676_SP_SET: SEAWALL
 AA0676_STAMPING: NO. 1 1974
 AA0676_MARK LOGO: NOS
 AA0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0676+STABILITY: SURFACE MOTION
 AA0676
 AA0676  HISTORY     - Date     Condition        Report By
 AA0676  HISTORY     - 1974     MONUMENTED       NOS
 AA0676  HISTORY     - 1978     GOOD             NGS
 AA0676  HISTORY     - 1982     GOOD             FLDNR
 AA0676  HISTORY     - 19881213 GOOD             FLDNR
 AA0676  HISTORY     - 20030407 MARK NOT FOUND   USPSQD
 AA0676
 AA0676                          STATION DESCRIPTION
 AA0676
 AA0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AA0676'IN KEY WEST.
 AA0676'LOCATED AT KEY WEST, AT THE NAVAL STATION, AT PIER NO. 2 OF THE
 AA0676'SUBMARINE BASE, SET IN THE TOP OF A CONCRETE SEAWALL, 50 FEET SOUTH
 AA0676'OF THE SOUTH SIDE OF PIER NO.2, 102 FEET NORTH OF THE NORTH SIDE OF
 AA0676'PIER NO 3, 1 FOOT EAST OF WEST FACE OF CONCRETE SEAWALL.
 AA0676'NOTE - RECOVERED AS DESCRIBED IN 1975 TIDE STATION REPORT.
 AA0676
 AA0676                          STATION RECOVERY (1982)
 AA0676
 AA0676'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0676'RECOVERED IN GOOD CONDITION.
 AA0676
 AA0676                          STATION RECOVERY (1988)
 AA0676
 AA0676'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0676'THE MARK IS IN KEY WEST, AT THE OLD NAVAL STATION AND IS SET ATOP A
 AA0676'SEAWALL ON THE EAST SIDE OF A LARGE SHIP BASIN.  LOCATED NEAR THE
 AA0676'WEST EXTENSION OF EATON STREET, 106.0 M (347.8 FT) SOUTH OF THE
 AA0676'NORTHEAST INSIDE CORNER OF THE SEAWALL, 0.61 M (2.00 FT) EAST OF THE
 AA0676'FACE OF THE SEAWALL AND 32.7 M (107.3 FT) SOUTH OF TIDAL BENCHMARK
 AA0676'NO.2 1974.  NOTE--THE PIERS REFERRED TO IN THE ORIGINAL DESCRIPTION
 AA0676'HAVE BEEN REMOVED.
 AA0676
 AA0676                          STATION RECOVERY (2003)
 AA0676
 AA0676'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0676'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0671 ***********************************************************************
 AA0671  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0671  DESIGNATION -  872 4580 TIDAL 2
 AA0671  PID         -  AA0671
 AA0671  STATE/COUNTY-  FL/MONROE
 AA0671  COUNTRY     -  US
 AA0671  USGS QUAD   -  KEY WEST (2018)
 AA0671
 AA0671                         *CURRENT SURVEY CONTROL
 AA0671  ______________________________________________________________________
 AA0671* NAD 83(1986) POSITION- 24 33 16.     (N) 081 48 27.     (W)   SCALED
 AA0671* NAVD 88 ORTHO HEIGHT -     1.693 (meters)        5.55  (feet) ADJUSTED
 AA0671  ______________________________________________________________________
 AA0671  GEOID HEIGHT    -        -21.759 (meters)                     GEOID18
 AA0671  DYNAMIC HEIGHT  -          1.690 (meters)        5.54  (feet) COMP
 AA0671  MODELED GRAVITY -    978,954.9   (mgal)                       NAVD 88
 AA0671
 AA0671  VERT ORDER      -  FIRST     CLASS II
 AA0671
 AA0671.The horizontal coordinates were scaled from a map and have
 AA0671.an estimated accuracy of +/- 6 seconds.
 AA0671
 AA0671.The orthometric height was determined by differential leveling and
 AA0671.adjusted by the NATIONAL GEODETIC SURVEY
 AA0671.in June 1991.
 AA0671
 AA0671.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0671.GEOID18 height accuracy estimate available here.
 AA0671
 AA0671.This Tidal Bench Mark is designated as VM 709
 AA0671.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0671
 AA0671.Click photographs - Photos may exist for this station.
 AA0671
 AA0671.The dynamic height is computed by dividing the NAVD 88
 AA0671.geopotential number by the normal gravity value computed on the
 AA0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0671.degrees latitude (g = 980.6199 gals.).
 AA0671
 AA0671.The modeled gravity was interpolated from observed gravity values.
 AA0671
 AA0671;                    North         East    Units  Estimated Accuracy
 AA0671;SPC FL E     -    24,730.      118,190.      MT  (+/- 180 meters Scaled)
 AA0671
 AA0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH182158(NAD 83)
 AA0671
 AA0671                          SUPERSEDED SURVEY CONTROL
 AA0671
 AA0671  NGVD 29 (09/01/92)    2.102  (m)            6.90   (f) ADJUSTED    1 2
 AA0671
 AA0671.Superseded values are not recommended for survey control.
 AA0671
 AA0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0671.See file dsdata.pdf to determine how the superseded data were derived.
 AA0671
 AA0671_MARKER: DJ = TIDAL STATION DISK
 AA0671_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0671_SP_SET: SEAWALL
 AA0671_STAMPING: NO. 2 1974
 AA0671_MARK LOGO: NOS
 AA0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0671+STABILITY: SURFACE MOTION
 AA0671
 AA0671  HISTORY     - Date     Condition        Report By
 AA0671  HISTORY     - 1974     MONUMENTED       NOS
 AA0671  HISTORY     - 1978     GOOD             NGS
 AA0671  HISTORY     - 1982     GOOD             FLDNR
 AA0671  HISTORY     - 19881231 GOOD             FLDNR
 AA0671  HISTORY     - 20030407 MARK NOT FOUND   USPSQD
 AA0671
 AA0671                          STATION DESCRIPTION
 AA0671
 AA0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AA0671'IN KEY WEST.
 AA0671'LOCATED AT KEY WEST, AT THE NAVAL STATION, AT PIER NO 1 OF THE NAVY
 AA0671'SUBMARINE BASE, SET IN TOP OF CONCRETE SEAWALL, 78 FEET NORTH OF
 AA0671'NORTH SIDE OF PIER NO 1, 2 FEET EAST OF THE WEST FACE SEAWALL.
 AA0671'NOTE - RECOVERED AS DESCRIBED IN 1975 TIDE STATION REPORT.
 AA0671
 AA0671                          STATION RECOVERY (1982)
 AA0671
 AA0671'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0671'RECOVERED IN GOOD CONDITION.
 AA0671
 AA0671                          STATION RECOVERY (1988)
 AA0671
 AA0671'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0671'THE MARK IS IN KEY WEST AT THE OLD NAVAL STATION AND IS SET ATOP A
 AA0671'SEAWALL ON THE EAST SIDE OF A LARGE SHIP BASIN.  LOCATED NEAR THE
 AA0671'WEST EXTENSION OF EATON STREET, 8.62 M (28.28 FT) EAST-SOUTHEAST OF
 AA0671'THE SOUTHWEST OUTSIDE CORNER OF THE SEAWALL, 3.26 M (10.70 FT) SOUTH
 AA0671'OF THE NORTHEAST INSIDE CORNER OF THE SEAWALL, 0.60 M (1.97 FT) EAST
 AA0671'OF THE FACE OF THE SEAWALL, 69.8 M (229.0 FT) NORTH OF TIDAL
 AA0671'BENCHMARK 32 1929 7.083 AND 102.5 M (336.3 FT) NORTH OF TIDAL
 AA0671'BENCHMARK NO.1 1974.  NOTE--THE PIERS REFERRED TO IN THE ORIGINAL
 AA0671'DESCRIPTION HAVE BEEN REMOVED.
 AA0671
 AA0671                          STATION RECOVERY (2003)
 AA0671
 AA0671'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0671'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0003 ***********************************************************************
 AA0003  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0003  DESIGNATION -  872 4580 TIDAL 24
 AA0003  PID         -  AA0003
 AA0003  STATE/COUNTY-  FL/MONROE
 AA0003  COUNTRY     -  US
 AA0003  USGS QUAD   -  KEY WEST (2018)
 AA0003
 AA0003                         *CURRENT SURVEY CONTROL
 AA0003  ______________________________________________________________________
 AA0003* NAD 83(1986) POSITION- 24 33 38.16   (N) 081 48 19.24   (W)   HD_HELD1
 AA0003* NAVD 88 ORTHO HEIGHT -     1.539 (meters)        5.05  (feet) ADJUSTED
 AA0003  ______________________________________________________________________
 AA0003  GEOID HEIGHT    -        -21.749 (meters)                     GEOID18
 AA0003  DYNAMIC HEIGHT  -          1.537 (meters)        5.04  (feet) COMP
 AA0003  MODELED GRAVITY -    978,955.1   (mgal)                       NAVD 88
 AA0003
 AA0003  VERT ORDER      -  FIRST     CLASS II
 AA0003
 AA0003.The horizontal coordinates were determined by differentially corrected
 AA0003.hand held GPS observations or other comparable positioning techniques
 AA0003.and have an estimated accuracy of +/- 3 meters.
 AA0003
 AA0003.The orthometric height was determined by differential leveling and
 AA0003.adjusted by the NATIONAL GEODETIC SURVEY
 AA0003.in June 1991.
 AA0003
 AA0003.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0003.GEOID18 height accuracy estimate available here.
 AA0003
 AA0003.This Tidal Bench Mark is designated as VM 710
 AA0003.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0003
 AA0003.Click photographs - Photos may exist for this station.
 AA0003
 AA0003.The dynamic height is computed by dividing the NAVD 88
 AA0003.geopotential number by the normal gravity value computed on the
 AA0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0003.degrees latitude (g = 980.6199 gals.).
 AA0003
 AA0003.The modeled gravity was interpolated from observed gravity values.
 AA0003
 AA0003;                    North         East    Units  Estimated Accuracy
 AA0003;SPC FL E     -    25,410.0     118,416.7     MT  (+/- 3 meters HH1 GPS) 
 AA0003
 AA0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH1844416533(NAD 83)
 AA0003
 AA0003                          SUPERSEDED SURVEY CONTROL
 AA0003
 AA0003  NGVD 29 (??/??/92)    1.964  (m)            6.44   (f) SUPERSEDED  1 2
 AA0003  NGVD 29 (09/01/92)    1.948  (m)            6.39   (f) ADJUSTED    1 2
 AA0003
 AA0003.Superseded values are not recommended for survey control.
 AA0003
 AA0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0003.See file dsdata.pdf to determine how the superseded data were derived.
 AA0003
 AA0003_MARKER: DB = BENCH MARK DISK
 AA0003_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0003_SP_SET: PILLAR
 AA0003_STAMPING: 24 1923 6.529
 AA0003_MARK LOGO: CGS
 AA0003_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0003_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0003+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2024
 AA0003
 AA0003  HISTORY     - Date     Condition        Report By
 AA0003  HISTORY     - 1923     MONUMENTED       CGS
 AA0003  HISTORY     - 1966     GOOD             CGS
 AA0003  HISTORY     - 1978     GOOD             NGS
 AA0003  HISTORY     - 1982     GOOD             FLDNR
 AA0003  HISTORY     - 19881231 GOOD             FLDNR
 AA0003  HISTORY     - 20021226 GOOD             USPSQD
 AA0003  HISTORY     - 20030411 GOOD             USPSQD
 AA0003  HISTORY     - 20140221 GOOD             INDIV
 AA0003  HISTORY     - 20180326 GOOD             USPSQD
 AA0003  HISTORY     - 20210622 GOOD             USPSQD
 AA0003  HISTORY     - 20240213 GOOD             INDIV
 AA0003
 AA0003                          STATION DESCRIPTION
 AA0003
 AA0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0003'AT KEY WEST.
 AA0003'AT KEY WEST, 0.05 MILE NORTHEAST ALONG FRONT STREET FROM ITS
 AA0003'INTERSECTION WITH DUVAL STREET, AT THE INTERSECTION OF FRONT AND
 AA0003'ANN STREET, SET VERTICALLY IN THE NORTHWEST CONCRETE FACE OF A
 AA0003'CONCRETE PILLAR, NEAR THE WEST CORNER OF THE STORAGE BUILDING
 AA0003'OWNED BY H. RAMOS AND COMPANY, 9.5 FEET SOUTHEAST OF THE
 AA0003'SOUTHEAST CURB OF FRONT STREET, 6.0 FEET NORTHEAST OF THE
 AA0003'NORTHEAST CURB OF ANN STREET, 0.5 FOOT NORTHEAST OF THE WEST
 AA0003'CORNER OF THE BUILDING AND 4.1 FEET ABOVE THE LEVEL OF THE
 AA0003'SIDEWALK.
 AA0003
 AA0003                          STATION RECOVERY (1978)
 AA0003
 AA0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0003'RECOVERED IN GOOD CONDITION.
 AA0003
 AA0003                          STATION RECOVERY (1982)
 AA0003
 AA0003'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0003'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AA0003'THAT THE H. RAMOS AND COMPANY STORAGE BUILDING IS NOW
 AA0003'CAVANAGHS CLOTHING STORE.
 AA0003
 AA0003                          STATION RECOVERY (1988)
 AA0003
 AA0003'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0003'RECOVERED IN GOOD CONDITION.
 AA0003
 AA0003                          STATION RECOVERY (2002)
 AA0003
 AA0003'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK)
 AA0003'RECOVERED GOOD CONDITION.  BUILDING NOW OCCUPIED BY FAIRVILLA CLOTHING
 AA0003'STORE.
 AA0003
 AA0003                          STATION RECOVERY (2003)
 AA0003
 AA0003'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0003'THE STORE HAS CHANGED NAMES. IT IS NOW FAIRVILLA.
 AA0003
 AA0003                          STATION RECOVERY (2014)
 AA0003
 AA0003'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JKG)
 AA0003'THE BUILDING STILL HOUSES THE FAIRVILLA CLOTHING STORE.
 AA0003
 AA0003                          STATION RECOVERY (2018)
 AA0003
 AA0003'RECOVERY NOTE BY US POWER SQUADRON 2018 (WCL)
 AA0003'RECOVERED IN GOOD CONDITION.
 AA0003
 AA0003                          STATION RECOVERY (2021)
 AA0003
 AA0003'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 AA0003'RECOVERED IN GOOD CONDITION.
 AA0003
 AA0003                          STATION RECOVERY (2024)
 AA0003
 AA0003'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (LAS)
 AA0003'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0004 ***********************************************************************
 AA0004  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0004  DESIGNATION -  872 4580 TIDAL 25
 AA0004  PID         -  AA0004
 AA0004  STATE/COUNTY-  FL/MONROE
 AA0004  COUNTRY     -  US
 AA0004  USGS QUAD   -  KEY WEST (2018)
 AA0004
 AA0004                         *CURRENT SURVEY CONTROL
 AA0004  ______________________________________________________________________
 AA0004* NAD 83(1986) POSITION- 24 33 36.28   (N) 081 48 21.82   (W)   HD_HELD1
 AA0004* NAVD 88 ORTHO HEIGHT -     1.148 (meters)        3.77  (feet) ADJUSTED
 AA0004  ______________________________________________________________________
 AA0004  GEOID HEIGHT    -        -21.749 (meters)                     GEOID18
 AA0004  DYNAMIC HEIGHT  -          1.146 (meters)        3.76  (feet) COMP
 AA0004  MODELED GRAVITY -    978,955.0   (mgal)                       NAVD 88
 AA0004
 AA0004  VERT ORDER      -  FIRST     CLASS II
 AA0004
 AA0004.The horizontal coordinates were determined by differentially corrected
 AA0004.hand held GPS observations or other comparable positioning techniques
 AA0004.and have an estimated accuracy of +/- 3 meters.
 AA0004
 AA0004.The orthometric height was determined by differential leveling and
 AA0004.adjusted by the NATIONAL GEODETIC SURVEY
 AA0004.in May 1994.
 AA0004
 AA0004.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0004.GEOID18 height accuracy estimate available here.
 AA0004
 AA0004.This Tidal Bench Mark is designated as VM 711
 AA0004.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0004
 AA0004.Click photographs - Photos may exist for this station.
 AA0004
 AA0004.The dynamic height is computed by dividing the NAVD 88
 AA0004.geopotential number by the normal gravity value computed on the
 AA0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0004.degrees latitude (g = 980.6199 gals.).
 AA0004
 AA0004.The modeled gravity was interpolated from observed gravity values.
 AA0004
 AA0004;                    North         East    Units  Estimated Accuracy
 AA0004;SPC FL E     -    25,352.6     118,343.7     MT  (+/- 3 meters HH1 GPS) 
 AA0004
 AA0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH1837116475(NAD 83)
 AA0004
 AA0004                          SUPERSEDED SURVEY CONTROL
 AA0004
 AA0004  NAVD 88 (06/15/91)    1.153  (m)            3.78   (f) SUPERSEDED  1 2
 AA0004  NGVD 29 (??/??/92)    1.584  (m)            5.20   (f) SUPERSEDED  1 2
 AA0004  NGVD 29 (09/01/92)    1.557  (m)            5.11   (f) ADJUSTED    1 2
 AA0004
 AA0004.Superseded values are not recommended for survey control.
 AA0004
 AA0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0004.See file dsdata.pdf to determine how the superseded data were derived.
 AA0004
 AA0004_MARKER: DB = BENCH MARK DISK
 AA0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0004_SP_SET: BRICK BUILDING WALL
 AA0004_STAMPING: 25 1923 5.292
 AA0004_MARK LOGO: CGS
 AA0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0004+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2024
 AA0004
 AA0004  HISTORY     - Date     Condition        Report By
 AA0004  HISTORY     - 1923     MONUMENTED       CGS
 AA0004  HISTORY     - 1966     GOOD             CGS
 AA0004  HISTORY     - 1978     GOOD             NGS
 AA0004  HISTORY     - 1982     GOOD             FLDNR
 AA0004  HISTORY     - 19881231 GOOD             FLDNR
 AA0004  HISTORY     - 20021226 POOR             USPSQD
 AA0004  HISTORY     - 20030407 GOOD             USPSQD
 AA0004  HISTORY     - 20070202 POOR             NGS
 AA0004  HISTORY     - 20140221 GOOD             INDIV
 AA0004  HISTORY     - 20180326 GOOD             USPSQD
 AA0004  HISTORY     - 20210622 GOOD             USPSQD
 AA0004  HISTORY     - 20240213 GOOD             INDIV
 AA0004
 AA0004                          STATION DESCRIPTION
 AA0004
 AA0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0004'AT KEY WEST, ABOUT 0.1 MILE NORTHEAST ALONG FRONT STREET FROM THE
 AA0004'INTERSECTION OF WHITHEAD STREET, AT THE INTERSECTION OF DUVAL AND
 AA0004'FRONT STREET, SET VERTICALLY IN THE NORTHEAST CONCRETE FOUNDATION
 AA0004'OF THE FLORIDA NATIONAL BANK OF KEY WEST, 36 FEET SOUTHEAST OF
 AA0004'THE CENTER LINE OF FRONT STREET, 7.6 FEET SOUTHWEST OF THE
 AA0004'SOUTHWEST CURB OF DUVAL STREET, 0.9 FOOT SOUTHEAST OF THE NORTH
 AA0004'CORNER OF THE BUILDING AND 2.2 FEET ABOVE THE LEVEL OF THE
 AA0004'SIDEWALK.
 AA0004
 AA0004                          STATION RECOVERY (1978)
 AA0004
 AA0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0004'RECOVERED IN GOOD CONDITION.
 AA0004
 AA0004                          STATION RECOVERY (1982)
 AA0004
 AA0004'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0004'RECOVERED IN GOOD CONDITION.
 AA0004
 AA0004                          STATION RECOVERY (1988)
 AA0004
 AA0004'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0004'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE FLORIDA
 AA0004'NATIONAL BANK IS NOW THE THE SOUTHEAST BANK.
 AA0004
 AA0004                          STATION RECOVERY (2002)
 AA0004
 AA0004'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK)
 AA0004'RECOVERED IN POOR CONDITION. DISK IS WORN AND BARELY LEGIBLE.
 AA0004
 AA0004                          STATION RECOVERY (2003)
 AA0004
 AA0004'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0004'BANK HAS BEEN RE-BRICKED, BUT THE MARK HAS BEEN LEFT VISIBLE.  THE
 AA0004'MARK IS NOW SOMEWHAT RECESSED.
 AA0004
 AA0004                          STATION RECOVERY (2007)
 AA0004
 AA0004'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2007 (DB)
 AA0004'TEST TEST TEST
 AA0004
 AA0004                          STATION RECOVERY (2014)
 AA0004
 AA0004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JKG)
 AA0004'THE STAMPING IS DIFFICULT TO DISCERN BUT IS STILL LEGIBLE.
 AA0004
 AA0004                          STATION RECOVERY (2018)
 AA0004
 AA0004'RECOVERY NOTE BY US POWER SQUADRON 2018 (WCL)
 AA0004'IN KEY WEST, AT THE INTERSECTION OF DUVAL AND FRONT ST., SET
 AA0004'VERTICALLY IN THE NORTHEAST CONCRETE FACE OF THE PREVIOUS SOUTHEAST
 AA0004'BANK, NOW THE WYLAND COLLECTION STORE, 0.9 FT (27 CM) SOUTHEAST OF THE
 AA0004'NORTH CORNER OF THE BUILDING AND 2.2 FT (0.7 M) HIGHER THAN THE
 AA0004'SIDEWALK, RECESSED APPROXIMATELY 1 INCH AND ILLEGIBLE.
 AA0004
 AA0004                          STATION RECOVERY (2021)
 AA0004
 AA0004'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 AA0004'RECOVERED IN GOOD CONDITION.
 AA0004
 AA0004                          STATION RECOVERY (2024)
 AA0004
 AA0004'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (LAS)
 AA0004'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0005 ***********************************************************************
 AA0005  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0005  DESIGNATION -  872 4580 TIDAL 26
 AA0005  PID         -  AA0005
 AA0005  STATE/COUNTY-  FL/MONROE
 AA0005  COUNTRY     -  US
 AA0005  USGS QUAD   -  KEY WEST (2018)
 AA0005
 AA0005                         *CURRENT SURVEY CONTROL
 AA0005  ______________________________________________________________________
 AA0005* NAD 83(1986) POSITION- 24 33 30.24   (N) 081 48 24.48   (W)   HD_HELD1
 AA0005* NAVD 88 ORTHO HEIGHT -     2.472 (meters)        8.11  (feet) ADJUSTED
 AA0005  ______________________________________________________________________
 AA0005  GEOID HEIGHT    -        -21.752 (meters)                     GEOID18
 AA0005  DYNAMIC HEIGHT  -          2.468 (meters)        8.10  (feet) COMP
 AA0005  MODELED GRAVITY -    978,955.0   (mgal)                       NAVD 88
 AA0005
 AA0005  VERT ORDER      -  FIRST     CLASS II
 AA0005
 AA0005.The horizontal coordinates were determined by differentially corrected
 AA0005.hand held GPS observations or other comparable positioning techniques
 AA0005.and have an estimated accuracy of +/- 3 meters.
 AA0005
 AA0005.The orthometric height was determined by differential leveling and
 AA0005.adjusted by the NATIONAL GEODETIC SURVEY
 AA0005.in June 1991.
 AA0005
 AA0005.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0005.GEOID18 height accuracy estimate available here.
 AA0005
 AA0005.This Tidal Bench Mark is designated as VM 712
 AA0005.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0005
 AA0005.Click photographs - Photos may exist for this station.
 AA0005
 AA0005.The dynamic height is computed by dividing the NAVD 88
 AA0005.geopotential number by the normal gravity value computed on the
 AA0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0005.degrees latitude (g = 980.6199 gals.).
 AA0005
 AA0005.The modeled gravity was interpolated from observed gravity values.
 AA0005
 AA0005;                    North         East    Units  Estimated Accuracy
 AA0005;SPC FL E     -    25,167.2     118,267.8     MT  (+/- 3 meters HH1 GPS) 
 AA0005
 AA0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH1829516290(NAD 83)
 AA0005
 AA0005                          SUPERSEDED SURVEY CONTROL
 AA0005
 AA0005  NGVD 29 (??/??/92)    2.882  (m)            9.46   (f) SUPERSEDED  1 2
 AA0005  NGVD 29 (09/01/92)    2.882  (m)            9.46   (f) ADJUSTED    1 2
 AA0005
 AA0005.Superseded values are not recommended for survey control.
 AA0005
 AA0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0005.See file dsdata.pdf to determine how the superseded data were derived.
 AA0005
 AA0005_MARKER: DB = BENCH MARK DISK
 AA0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0005_SP_SET: BRICK BUILDING WALL
 AA0005_STAMPING: 9.482 26 1923
 AA0005_MARK LOGO: CGS
 AA0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0005+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2024
 AA0005
 AA0005  HISTORY     - Date     Condition        Report By
 AA0005  HISTORY     - 1923     MONUMENTED       CGS
 AA0005  HISTORY     - 1966     GOOD             CGS
 AA0005  HISTORY     - 1969     GOOD             CGS
 AA0005  HISTORY     - 1978     GOOD             NGS
 AA0005  HISTORY     - 1982     GOOD             FLDNR
 AA0005  HISTORY     - 19881231 GOOD             FLDNR
 AA0005  HISTORY     - 19901203 GOOD             NGS
 AA0005  HISTORY     - 20021226 POOR             USPSQD
 AA0005  HISTORY     - 20030411 GOOD             USPSQD
 AA0005  HISTORY     - 20140221 GOOD             INDIV
 AA0005  HISTORY     - 20190418 GOOD             USPSQD
 AA0005  HISTORY     - 20210622 GOOD             USPSQD
 AA0005  HISTORY     - 20240213 GOOD             INDIV
 AA0005
 AA0005                          STATION DESCRIPTION
 AA0005
 AA0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0005'AT KEY WEST, 0.35 MILE NORTHWEST ALONG WHITEHEAD STREET FROM THE
 AA0005'COURTHOUSE, AT THE INTERSECTION OF WHITEHEAD AND FRONT STREET,
 AA0005'SET VERTICALLY IN THE EAST BRICK WALL OF THE INDUSTRAIL RELATIONS
 AA0005'BRANCH BUILDING NO. 91, ABOUT 150 FEET SOUTHWEST OF THE CENTER
 AA0005'OF THE STREET INTERSECTION, 41.7 FEET WEST OF THE WEST CURB OF
 AA0005'FRONT STREET, 33.9 FEET SOUTH OF THE NORTHEAST CORNER OF BUILDING,
 AA0005'3.0 FEET NORTH OF THE NORTH END OF 3 RD STEP FROM TOP AT ENTRANCE
 AA0005'TO BUILDING, AND ABOUT 3 1/2 FEET ABOVE THE LEVEL OF THE GROUND.
 AA0005
 AA0005                          STATION RECOVERY (1969)
 AA0005
 AA0005'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 AA0005'RECOVERED IN GOOD CONDITION.
 AA0005
 AA0005                          STATION RECOVERY (1978)
 AA0005
 AA0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0005'RECOVERED IN GOOD CONDITION.
 AA0005
 AA0005                          STATION RECOVERY (1982)
 AA0005
 AA0005'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0005'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AA0005'THAT THE PROPERTY IS NOW OWNED BY THE KEY DEVELOPMENT
 AA0005'AGENCY AND THE BUILDING IS ENCLOSED BEHIND A WROUGHT IRON
 AA0005'FENCE THAT IS KEPT LOCKED.
 AA0005
 AA0005                          STATION RECOVERY (1988)
 AA0005
 AA0005'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0005'RECOVERED IN GOOD CONDITION AND AS DESCRIBED EXCEPT THE MARK IS NOW
 AA0005'ON THE PROPERTY OF THE TRUMAN ANNEX COMPANY.  THE BUILDING IS NOW
 AA0005'VACANT AND NO LONGER CALLED THE INDUSTRIAL RELATIONS BRANCH BUILDING.
 AA0005
 AA0005                          STATION RECOVERY (1990)
 AA0005
 AA0005'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DW)
 AA0005'BLDG. REFERRED TO AS BLDG. 91 OF TRUMAN ANNEX, BUT IT IS NO LONGER
 AA0005'INSIDE NAVAL AIR STATION - TRUMAN ANNEX.  INSIDE OF BLDG. UNDERGOING
 AA0005'RENOVATIONS AT THIS TIME.
 AA0005
 AA0005                          STATION RECOVERY (2002)
 AA0005
 AA0005'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK)
 AA0005'RECOVERED IN POOR CONDITION. DISK IS HEAVILY OXIDIZED AND BARELY
 AA0005'LEGIBLE.
 AA0005
 AA0005                          STATION RECOVERY (2003)
 AA0005
 AA0005'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0005'BUILDING IS NOW THE KEY WEST MUSEUM OF ART AND HISTORY
 AA0005
 AA0005                          STATION RECOVERY (2014)
 AA0005
 AA0005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2014 (JKG)
 AA0005'RECOVERED IN GOOD CONDITION ON THE EAST BRICK WALL OF THE KEY WEST
 AA0005'MUSEUM OF ART AND HISTORY AT THE CUSTOM HOUSE.
 AA0005
 AA0005                          STATION RECOVERY (2019)
 AA0005
 AA0005'RECOVERY NOTE BY US POWER SQUADRON 2019 (DAM)
 AA0005'RECOVERED IN GOOD CONDITION.
 AA0005
 AA0005                          STATION RECOVERY (2021)
 AA0005
 AA0005'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 AA0005'RECOVERED IN GOOD CONDITION.
 AA0005
 AA0005                          STATION RECOVERY (2024)
 AA0005
 AA0005'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (LAS)
 AA0005'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0006 ***********************************************************************
 AA0006  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0006  DESIGNATION -  872 4580 TIDAL 27
 AA0006  PID         -  AA0006
 AA0006  STATE/COUNTY-  FL/MONROE
 AA0006  COUNTRY     -  US
 AA0006  USGS QUAD   -  KEY WEST (2018)
 AA0006
 AA0006                         *CURRENT SURVEY CONTROL
 AA0006  ______________________________________________________________________
 AA0006* NAD 83(1986) POSITION- 24 33 25.     (N) 081 48 23.     (W)   SCALED
 AA0006* NAVD 88 ORTHO HEIGHT -     2.110 (meters)        6.92  (feet) ADJUSTED
 AA0006  ______________________________________________________________________
 AA0006  GEOID HEIGHT    -        -21.755 (meters)                     GEOID18
 AA0006  DYNAMIC HEIGHT  -          2.106 (meters)        6.91  (feet) COMP
 AA0006  MODELED GRAVITY -    978,954.7   (mgal)                       NAVD 88
 AA0006
 AA0006  VERT ORDER      -  FIRST     CLASS II
 AA0006
 AA0006.The horizontal coordinates were scaled from a map and have
 AA0006.an estimated accuracy of +/- 6 seconds.
 AA0006
 AA0006.The orthometric height was determined by differential leveling and
 AA0006.adjusted by the NATIONAL GEODETIC SURVEY
 AA0006.in June 1991.
 AA0006
 AA0006.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0006.GEOID18 height accuracy estimate available here.
 AA0006
 AA0006.This Tidal Bench Mark is designated as VM 713
 AA0006.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0006
 AA0006.Click photographs - Photos may exist for this station.
 AA0006
 AA0006.The dynamic height is computed by dividing the NAVD 88
 AA0006.geopotential number by the normal gravity value computed on the
 AA0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0006.degrees latitude (g = 980.6199 gals.).
 AA0006
 AA0006.The modeled gravity was interpolated from observed gravity values.
 AA0006
 AA0006;                    North         East    Units  Estimated Accuracy
 AA0006;SPC FL E     -    25,010.      118,310.      MT  (+/- 180 meters Scaled)
 AA0006
 AA0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH183161(NAD 83)
 AA0006
 AA0006                          SUPERSEDED SURVEY CONTROL
 AA0006
 AA0006  NGVD 29 (??/??/92)    2.522  (m)            8.27   (f) SUPERSEDED  1 2
 AA0006  NGVD 29 (09/01/92)    2.522  (m)            8.27   (f) ADJUSTED    1 2
 AA0006
 AA0006.Superseded values are not recommended for survey control.
 AA0006
 AA0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0006.See file dsdata.pdf to determine how the superseded data were derived.
 AA0006
 AA0006_MARKER: DB = BENCH MARK DISK
 AA0006_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA0006+WITH SETTING: PAVEMENT
 AA0006_SP_SET: TOWER FOUNDATION
 AA0006_STAMPING: 27 1923 8.274
 AA0006_MARK LOGO: CGS
 AA0006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0006+STABILITY: SURFACE MOTION
 AA0006
 AA0006  HISTORY     - Date     Condition        Report By
 AA0006  HISTORY     - 1923     MONUMENTED       CGS
 AA0006  HISTORY     - 1966     GOOD             CGS
 AA0006  HISTORY     - 1978     GOOD             NGS
 AA0006  HISTORY     - 1982     GOOD             FLDNR
 AA0006  HISTORY     - 20030409 MARK NOT FOUND   USPSQD
 AA0006
 AA0006                          STATION DESCRIPTION
 AA0006
 AA0006'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0006'AT KEY WEST.
 AA0006'AT KEY WEST, AT THE KEY WEST NAVAL STATION, ALONG THE SOUTH SIDE
 AA0006'OF THE EXTENDING CENTER LINE OF CAROLINE STREET LEADING INTO
 AA0006'NAVAL STATION, SET ON THE TOP OF THE NORTHWEST CORNER OF THE
 AA0006'NORTH CONCRETE FOUNDATION OF THE NORTH ONE OF THREE (3) RADIO
 AA0006'TOWERS, 260 FEET WEST OF THE WEST CURB OF WHITEHEAD STREET, 21
 AA0006'FEET SOUTH OF THE SOUTH CURB OF CAROLINE STREET, 2 FEET SOUTHEAST
 AA0006'OF THE NORTHWEST CORNER OF FOUNDATION AND 1 FOOT ABOVE THE LEVEL
 AA0006'OF THE SIDEWALK.
 AA0006
 AA0006                          STATION RECOVERY (1978)
 AA0006
 AA0006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0006'RECOVERED IN GOOD CONDITION.
 AA0006
 AA0006                          STATION RECOVERY (1982)
 AA0006
 AA0006'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0006'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AA0006'THAT THE MARK IS ON PROPERTY OF THE KEY DEVELOPMENT AGENCY
 AA0006'AND THE RADIO TOWERS ARE GONE.
 AA0006
 AA0006                          STATION RECOVERY (2003)
 AA0006
 AA0006'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0006'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0009 ***********************************************************************
 AA0009  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0009  DESIGNATION -  872 4580 TIDAL 29
 AA0009  PID         -  AA0009
 AA0009  STATE/COUNTY-  FL/MONROE
 AA0009  COUNTRY     -  US
 AA0009  USGS QUAD   -  KEY WEST (2018)
 AA0009
 AA0009                         *CURRENT SURVEY CONTROL
 AA0009  ______________________________________________________________________
 AA0009* NAD 83(1986) POSITION- 24 33 17.     (N) 081 48 24.     (W)   SCALED
 AA0009* NAVD 88 ORTHO HEIGHT -     2.056 (meters)        6.75  (feet) ADJUSTED
 AA0009  ______________________________________________________________________
 AA0009  GEOID HEIGHT    -        -21.759 (meters)                     GEOID18
 AA0009  DYNAMIC HEIGHT  -          2.052 (meters)        6.73  (feet) COMP
 AA0009  MODELED GRAVITY -    978,954.7   (mgal)                       NAVD 88
 AA0009
 AA0009  VERT ORDER      -  FIRST     CLASS II
 AA0009
 AA0009.The horizontal coordinates were scaled from a map and have
 AA0009.an estimated accuracy of +/- 6 seconds.
 AA0009
 AA0009.The orthometric height was determined by differential leveling and
 AA0009.adjusted by the NATIONAL GEODETIC SURVEY
 AA0009.in June 1991.
 AA0009
 AA0009.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0009.GEOID18 height accuracy estimate available here.
 AA0009
 AA0009.This Tidal Bench Mark is designated as VM 706
 AA0009.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0009
 AA0009.Click photographs - Photos may exist for this station.
 AA0009
 AA0009.The dynamic height is computed by dividing the NAVD 88
 AA0009.geopotential number by the normal gravity value computed on the
 AA0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0009.degrees latitude (g = 980.6199 gals.).
 AA0009
 AA0009.The modeled gravity was interpolated from observed gravity values.
 AA0009
 AA0009;                    North         East    Units  Estimated Accuracy
 AA0009;SPC FL E     -    24,760.      118,280.      MT  (+/- 180 meters Scaled)
 AA0009
 AA0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH183158(NAD 83)
 AA0009
 AA0009                          SUPERSEDED SURVEY CONTROL
 AA0009
 AA0009  NGVD 29 (??/??/92)    2.476  (m)            8.12   (f) SUPERSEDED  1 2
 AA0009  NGVD 29 (09/01/92)    2.464  (m)            8.08   (f) ADJUSTED    1 2
 AA0009
 AA0009.Superseded values are not recommended for survey control.
 AA0009
 AA0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0009.See file dsdata.pdf to determine how the superseded data were derived.
 AA0009
 AA0009_MARKER: DB = BENCH MARK DISK
 AA0009_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0009_SP_SET: CONCRETE BUILDING WALL
 AA0009_STAMPING: 29 1923 8.140
 AA0009_MARK LOGO: CGS
 AA0009_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0009
 AA0009  HISTORY     - Date     Condition        Report By
 AA0009  HISTORY     - 1923     MONUMENTED       CGS
 AA0009  HISTORY     - 1966     GOOD             CGS
 AA0009  HISTORY     - 1978     GOOD             NGS
 AA0009  HISTORY     - 1982     GOOD             FLDNR
 AA0009  HISTORY     - 19881231 GOOD             FLDNR
 AA0009  HISTORY     - 20030407 MARK NOT FOUND   USPSQD
 AA0009
 AA0009                          STATION DESCRIPTION
 AA0009
 AA0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0009'AT KEY WEST.
 AA0009'AT KEY WEST, AT THE NAVAL STATION, NEAR THE EXTENDED CENTER
 AA0009'LINE OF EATON AND EMMA STREET, SET VERTICALLY IN THE EAST
 AA0009'CONCRETE WALL AND AT THE NORTHEAST CORNER OF THE OFFICER Q AND T
 AA0009'BUILDING, 39.5 FEET WEST OF THE WEST CURB OF EMMA STREET
 AA0009'(EXTENDED FROM THE CITY OF KEY WEST), 35 FEET SOUTH OF THE SOUTH
 AA0009'CURB OF EATON STREET, 0.5 MILE SOUTH OF THE NORTHEAST CORNER
 AA0009'OF THE BUILDING AND 4 FEET ABOVE THE LEVEL OF THE GROUND.
 AA0009'TIDAL STATION 90, FLORIDA II.
 AA0009
 AA0009                          STATION RECOVERY (1978)
 AA0009
 AA0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0009'RECOVERED IN GOOD CONDITION.
 AA0009
 AA0009                          STATION RECOVERY (1982)
 AA0009
 AA0009'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0009'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AA0009'THE MARK IS ON THE PROPERTY OF THE KEY DEVELOPMENT AGENCY, AND
 AA0009'CHANGE WEST CURB OF EMMA STREET TO WEST CURB OF FRONT STREET.
 AA0009
 AA0009                          STATION RECOVERY (1988)
 AA0009
 AA0009'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0009'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING DESCRIPTION CHANGES.
 AA0009'THE MARK IS NOW ON THE PROPERTY OF THE TRUMAN ANNEX COMPANY, EMMA
 AA0009'STREET IS NOW FRONT STREET AND THE BUILDING IS NO LONGER THE OFFICER
 AA0009'Q AND T.
 AA0009
 AA0009                          STATION RECOVERY (2003)
 AA0009
 AA0009'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0009'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0007 ***********************************************************************
 AA0007  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0007  DESIGNATION -  872 4580 TIDAL 30
 AA0007  PID         -  AA0007
 AA0007  STATE/COUNTY-  FL/MONROE
 AA0007  COUNTRY     -  US
 AA0007  USGS QUAD   -  KEY WEST (2018)
 AA0007
 AA0007                         *CURRENT SURVEY CONTROL
 AA0007  ______________________________________________________________________
 AA0007* NAD 83(1986) POSITION- 24 33 16.89   (N) 081 48 13.95   (W)   HD_HELD1
 AA0007* NAVD 88 ORTHO HEIGHT -     4.592 (meters)       15.07  (feet) ADJUSTED
 AA0007  ______________________________________________________________________
 AA0007  GEOID HEIGHT    -        -21.759 (meters)                     GEOID18
 AA0007  DYNAMIC HEIGHT  -          4.584 (meters)       15.04  (feet) COMP
 AA0007  MODELED GRAVITY -    978,953.8   (mgal)                       NAVD 88
 AA0007
 AA0007  VERT ORDER      -  FIRST     CLASS II
 AA0007
 AA0007.The horizontal coordinates were determined by differentially corrected
 AA0007.hand held GPS observations or other comparable positioning techniques
 AA0007.and have an estimated accuracy of +/- 3 meters.
 AA0007
 AA0007.The orthometric height was determined by differential leveling and
 AA0007.adjusted by the NATIONAL GEODETIC SURVEY
 AA0007.in June 1991.
 AA0007
 AA0007.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0007.GEOID18 height accuracy estimate available here.
 AA0007
 AA0007.This Tidal Bench Mark is designated as VM 714
 AA0007.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0007
 AA0007.Click photographs - Photos may exist for this station.
 AA0007
 AA0007.The dynamic height is computed by dividing the NAVD 88
 AA0007.geopotential number by the normal gravity value computed on the
 AA0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0007.degrees latitude (g = 980.6199 gals.).
 AA0007
 AA0007.The modeled gravity was interpolated from observed gravity values.
 AA0007
 AA0007;                    North         East    Units  Estimated Accuracy
 AA0007;SPC FL E     -    24,754.7     118,561.7     MT  (+/- 3 meters HH1 GPS) 
 AA0007
 AA0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH1858915878(NAD 83)
 AA0007
 AA0007                          SUPERSEDED SURVEY CONTROL
 AA0007
 AA0007  NGVD 29 (??/??/92)    5.000  (m)           16.40   (f) SUPERSEDED  1 2
 AA0007  NGVD 29 (09/01/92)    5.000  (m)           16.40   (f) ADJUSTED    1 2
 AA0007
 AA0007.Superseded values are not recommended for survey control.
 AA0007
 AA0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0007.See file dsdata.pdf to determine how the superseded data were derived.
 AA0007
 AA0007_MARKER: DB = BENCH MARK DISK
 AA0007_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AA0007_SP_SET: COURTHOUSE WALL
 AA0007_STAMPING: 30 1923 16.417
 AA0007_MARK LOGO: CGS
 AA0007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA0007_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0007+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2024
 AA0007
 AA0007  HISTORY     - Date     Condition        Report By
 AA0007  HISTORY     - 1923     MONUMENTED       CGS
 AA0007  HISTORY     - 1966     GOOD             CGS
 AA0007  HISTORY     - 1978     GOOD             NGS
 AA0007  HISTORY     - 1982     GOOD             FLDNR
 AA0007  HISTORY     - 19881231 GOOD             FLDNR
 AA0007  HISTORY     - 20030409 GOOD             USPSQD
 AA0007  HISTORY     - 20071017 GOOD             GEOCAC
 AA0007  HISTORY     - 20140807 GOOD             GEOCAC
 AA0007  HISTORY     - 20200218 GOOD             USPSQD
 AA0007  HISTORY     - 20240213 GOOD             INDIV
 AA0007
 AA0007                          STATION DESCRIPTION
 AA0007
 AA0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0007'AT KEY WEST.
 AA0007'AT KEY WEST, ALONG THE SOUTHWEST SIDE OF WHITEHEAD STREET,
 AA0007'BETWEEN FLEMING AND SOUTHARD STREET, SET VERTICALLY IN THE
 AA0007'NORTHEAST BRICK FACE OF THE OLD COURTHOUSE (NEW ONE UNDER
 AA0007'CONSTRUCTION IN 1966) 99 FEET SOUTHWEST OF THE SOUTHWEST CURB OF
 AA0007'WHITEHEAD STREET, 48 FEET NORTHWEST OF THE CENTER OF THE NORTHEAST
 AA0007'ENTRANCE TO OLD COURTHOUSE, 1.0 FOOT SOUTHEAST OF THE NORTH
 AA0007'CORNER OF THE OLD COURTHOUSE, 3.3 FEET ABOVE THE LEVEL OF THE
 AA0007'GROUND.
 AA0007
 AA0007                          STATION RECOVERY (1978)
 AA0007
 AA0007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0007'RECOVERED IN GOOD CONDITION.
 AA0007
 AA0007                          STATION RECOVERY (1982)
 AA0007
 AA0007'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0007'RECOVERED IN GOOD CONDITION.
 AA0007
 AA0007                          STATION RECOVERY (1988)
 AA0007
 AA0007'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0007'RECOVERED IN GOOD CONDITION.
 AA0007
 AA0007                          STATION RECOVERY (2003)
 AA0007
 AA0007'RECOVERY NOTE BY US POWER SQUADRON 2003 (JLS)
 AA0007'RECOVERED IN GOOD CONDITION.
 AA0007
 AA0007                          STATION RECOVERY (2007)
 AA0007
 AA0007'RECOVERY NOTE BY GEOCACHING 2007 (RLM)
 AA0007'RECOVERED IN GOOD CONDITION.
 AA0007
 AA0007                          STATION RECOVERY (2014)
 AA0007
 AA0007'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 AA0007'RECOVERED AS DESCRIBED.
 AA0007
 AA0007                          STATION RECOVERY (2020)
 AA0007
 AA0007'RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)
 AA0007'RECOVERED IN GOOD CONDITION.
 AA0007
 AA0007                          STATION RECOVERY (2024)
 AA0007
 AA0007'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (LAS)
 AA0007'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0010 ***********************************************************************
 AA0010  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0010  DESIGNATION -  872 4580 TIDAL 32
 AA0010  PID         -  AA0010
 AA0010  STATE/COUNTY-  FL/MONROE
 AA0010  COUNTRY     -  US
 AA0010  USGS QUAD   -  KEY WEST (2018)
 AA0010
 AA0010                         *CURRENT SURVEY CONTROL
 AA0010  ______________________________________________________________________
 AA0010* NAD 83(1986) POSITION- 24 33 14.     (N) 081 48 28.     (W)   SCALED
 AA0010* NAVD 88 ORTHO HEIGHT -     1.736 (meters)        5.70  (feet) ADJUSTED
 AA0010  ______________________________________________________________________
 AA0010  GEOID HEIGHT    -        -21.760 (meters)                     GEOID18
 AA0010  DYNAMIC HEIGHT  -          1.733 (meters)        5.69  (feet) COMP
 AA0010  MODELED GRAVITY -    978,955.0   (mgal)                       NAVD 88
 AA0010
 AA0010  VERT ORDER      -  FIRST     CLASS II
 AA0010
 AA0010.The horizontal coordinates were scaled from a map and have
 AA0010.an estimated accuracy of +/- 6 seconds.
 AA0010
 AA0010.The orthometric height was determined by differential leveling and
 AA0010.adjusted by the NATIONAL GEODETIC SURVEY
 AA0010.in May 1994.
 AA0010
 AA0010.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0010.GEOID18 height accuracy estimate available here.
 AA0010
 AA0010.This Tidal Bench Mark is designated as VM 715
 AA0010.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0010
 AA0010.Click photographs - Photos may exist for this station.
 AA0010
 AA0010.The dynamic height is computed by dividing the NAVD 88
 AA0010.geopotential number by the normal gravity value computed on the
 AA0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0010.degrees latitude (g = 980.6199 gals.).
 AA0010
 AA0010.The modeled gravity was interpolated from observed gravity values.
 AA0010
 AA0010;                    North         East    Units  Estimated Accuracy
 AA0010;SPC FL E     -    24,670.      118,170.      MT  (+/- 180 meters Scaled)
 AA0010
 AA0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH181157(NAD 83)
 AA0010
 AA0010                          SUPERSEDED SURVEY CONTROL
 AA0010
 AA0010  NAVD 88 (06/15/91)    1.744  (m)            5.72   (f) SUPERSEDED  1 2
 AA0010  NGVD 29 (??/??/92)    2.159  (m)            7.08   (f) SUPERSEDED  1 2
 AA0010  NGVD 29 (09/01/92)    2.145  (m)            7.04   (f) ADJUSTED    1 2
 AA0010
 AA0010.Superseded values are not recommended for survey control.
 AA0010
 AA0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0010.See file dsdata.pdf to determine how the superseded data were derived.
 AA0010
 AA0010_MARKER: DB = BENCH MARK DISK
 AA0010_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA0010_SP_SET: SEAWALL
 AA0010_STAMPING: 32 1929 7.083
 AA0010_MARK LOGO: CGS
 AA0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0010+STABILITY: SURFACE MOTION
 AA0010
 AA0010  HISTORY     - Date     Condition        Report By
 AA0010  HISTORY     - 1929     MONUMENTED       CGS
 AA0010  HISTORY     - 1966     GOOD             CGS
 AA0010  HISTORY     - 1978     GOOD             NGS
 AA0010  HISTORY     - 1982     GOOD             FLDNR
 AA0010  HISTORY     - 19881231 GOOD             FLDNR
 AA0010
 AA0010                          STATION DESCRIPTION
 AA0010
 AA0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0010'AT KEY WEST.
 AA0010'AT KEY WEST, AT THE NAVAL STATION, AT PIER NO. 2 OF THE NAVY
 AA0010'SUBMARINE BASE, ACROSS THE STREET FROM THE SOUTH SIDE OF
 AA0010'BUILDING NO. 189, SET ON THE TOP OF CONCRETE SEA WALL, AT EAST
 AA0010'END OF PIER, 35 FEET NORTH OF NORTH CURB OF STREET AND ABOUT
 AA0010'LEVEL WITH THE STREET.
 AA0010
 AA0010                          STATION RECOVERY (1978)
 AA0010
 AA0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0010'RECOVERED IN GOOD CONDITION.
 AA0010
 AA0010                          STATION RECOVERY (1982)
 AA0010
 AA0010'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0010'THE MARK IS ABOVE LEVEL WITH STREET.
 AA0010'RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION FOLLOWS.  IN KEY
 AA0010'WEST, AT THE OLD NAVAL STATION NOW RUN BY THE KEY DEVELOPMENT
 AA0010'AGENCY, NEAR PIER NO 2 OF THE BOAT BASIN, ACROSS THE STREET FROM
 AA0010'BUILDING 189, AND 35 FEET NORTH OF THE NORTH CURB OF THE PIER.
 AA0010
 AA0010                          STATION RECOVERY (1988)
 AA0010
 AA0010'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0010'THE MARK IS IN KEY WEST, AT THE OLD NAVAL STATION AND IS SET ATOP A
 AA0010'SEAWALL ON THE EAST SIDE OF A LARGE SHIP BASIN.  LOCATED NEAR THE
 AA0010'WEST EXTENSION OF EATON STREET, 73.09 M (239.80 FT) SOUTH OF THE
 AA0010'NORTHEAST INSIDE CORNER OF THE SEAWALL, 69.8 M (229.0 FT) SOUTH OF
 AA0010'TIDAL BENCHMARK NO.2 1974, 32.7 M (107.3 FT) NORTH OF TIDAL BENCHMARK
 AA0010'NO.1 1974 AND 0.58 M (1.90 FT) EAST OF THE FACE OF THE SEAWALL AND
 AA0010'ACROSS THE STREET FROM BUILDING NUMBER 189.  NOTE--THE PIERS REFERRED
 AA0010'TO IN THE ORIGINAL DESCRIPTION HAVE BEEN RE-MOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA0008 ***********************************************************************
 AA0008  TIDAL BM    -  This is a Tidal Bench Mark.
 AA0008  DESIGNATION -  872 4580 TIDAL BASIC
 AA0008  PID         -  AA0008
 AA0008  STATE/COUNTY-  FL/MONROE
 AA0008  COUNTRY     -  US
 AA0008  USGS QUAD   -  KEY WEST (2018)
 AA0008
 AA0008                         *CURRENT SURVEY CONTROL
 AA0008  ______________________________________________________________________
 AA0008* NAD 83(1986) POSITION- 24 33 17.22   (N) 081 48 13.20   (W)   HD_HELD1
 AA0008* NAVD 88 ORTHO HEIGHT -     3.957 (meters)       12.98  (feet) ADJUSTED
 AA0008  ______________________________________________________________________
 AA0008  GEOID HEIGHT    -        -21.759 (meters)                     GEOID18
 AA0008  DYNAMIC HEIGHT  -          3.950 (meters)       12.96  (feet) COMP
 AA0008  MODELED GRAVITY -    978,953.7   (mgal)                       NAVD 88
 AA0008  OBS GRAVITY     -    978,953.5   (mgal)                       GRAV_OBS
 AA0008
 AA0008  VERT ORDER      -  FIRST     CLASS II
 AA0008
 AA0008.The horizontal coordinates were determined by differentially corrected
 AA0008.hand held GPS observations or other comparable positioning techniques
 AA0008.and have an estimated accuracy of +/- 3 meters.
 AA0008
 AA0008.The orthometric height was determined by differential leveling and
 AA0008.adjusted by the NATIONAL GEODETIC SURVEY
 AA0008.in June 1991.
 AA0008
 AA0008.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA0008.GEOID18 height accuracy estimate available here.
 AA0008
 AA0008.This Tidal Bench Mark is designated as VM 716
 AA0008.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA0008
 AA0008.Click photographs - Photos may exist for this station.
 AA0008
 AA0008.The dynamic height is computed by dividing the NAVD 88
 AA0008.geopotential number by the normal gravity value computed on the
 AA0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA0008.degrees latitude (g = 980.6199 gals.).
 AA0008
 AA0008.The modeled gravity was interpolated from observed gravity values.
 AA0008
 AA0008.The observed gravity was obtained from relative gravimeter ties
 AA0008.to the IGSN71 gravity network.
 AA0008
 AA0008;                    North         East    Units  Estimated Accuracy
 AA0008;SPC FL E     -    24,764.7     118,582.9     MT  (+/- 3 meters HH1 GPS) 
 AA0008
 AA0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMH1861015888(NAD 83)
 AA0008
 AA0008                          SUPERSEDED SURVEY CONTROL
 AA0008
 AA0008  NGVD 29 (??/??/92)    4.366  (m)           14.32   (f) SUPERSEDED  1 2
 AA0008  NGVD 29 (09/01/92)    4.366  (m)           14.32   (f) ADJUSTED    1 2
 AA0008
 AA0008.Superseded values are not recommended for survey control.
 AA0008
 AA0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA0008.See file dsdata.pdf to determine how the superseded data were derived.
 AA0008
 AA0008_MARKER: DB = BENCH MARK DISK
 AA0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA0008_STAMPING: 14.324
 AA0008_MARK LOGO: CGS
 AA0008_PROJECTION: PROJECTING 61 CENTIMETERS
 AA0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA0008+STABILITY: SURFACE MOTION
 AA0008_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA0008+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2024
 AA0008
 AA0008  HISTORY     - Date     Condition        Report By
 AA0008  HISTORY     - UNK      MONUMENTED       CGS
 AA0008  HISTORY     - 1966     GOOD             CGS
 AA0008  HISTORY     - 1978     GOOD             NGS
 AA0008  HISTORY     - 1982     GOOD             FLDNR
 AA0008  HISTORY     - 19881231 GOOD             FLDNR
 AA0008  HISTORY     - 19901203 GOOD             NGS
 AA0008  HISTORY     - 20021227 GOOD             USPSQD
 AA0008  HISTORY     - 20071016 GOOD             GEOCAC
 AA0008  HISTORY     - 20140807 GOOD             GEOCAC
 AA0008  HISTORY     - 20200218 GOOD             USPSQD
 AA0008  HISTORY     - 20221227 GOOD             SMH
 AA0008  HISTORY     - 20240213 GOOD             INDIV
 AA0008
 AA0008                          STATION DESCRIPTION
 AA0008
 AA0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AA0008'AT KEY WEST.
 AA0008'AT KEY WEST, ALONG THE SOUTHWEST SIDE OF WHITEHEAD STREET, BETWEEN
 AA0008'FLEMING AND SOUTHARD STREET, 71 FEET EAST OF THE NORTH CORNER
 AA0008'OF OLD COURTHOUSE, (NEW ONE UNDER CONSTRUCTION), 32.5 FEET
 AA0008'SOUTHWEST OF THE SOUTHWEST CURB OF WHITEHEAD STREET, 9.6 FEET
 AA0008'NORTHWEST OF THE NORTHWEST CURB OF NORTHEAST ENTRANCE TO OLD
 AA0008'COURTHOUSE, 3 FEET ABOVE THE LEVEL OF THE SIDEWALK AND SET IN THE
 AA0008'TOP OF A CONCRETE POST PROJECTING 2 FEET ABOVE THE LEVEL OF THE
 AA0008'GROUND.  NOTE-- POST IS INSCRIBED ON THE NORTHEAST SIDE UNITED
 AA0008'STATES COAST AND GEODETIC SURVEY BASIC BENCH MARK.
 AA0008
 AA0008                          STATION RECOVERY (1978)
 AA0008
 AA0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AA0008'RECOVERED IN GOOD CONDITION.
 AA0008
 AA0008                          STATION RECOVERY (1982)
 AA0008
 AA0008'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AA0008'RECOVERED IN GOOD CONDITION.
 AA0008
 AA0008                          STATION RECOVERY (1988)
 AA0008
 AA0008'RECOVERY NOTE BY FL DEPT OF NAT RES 1988
 AA0008'RECOVERED IN GOOD CONDITION.
 AA0008
 AA0008                          STATION RECOVERY (1990)
 AA0008
 AA0008'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (DW)
 AA0008'THIS IS ALSO GRAVITY BASE STATION 'KEY WEST COURTHOUSE', DOD 0304-3.
 AA0008
 AA0008                          STATION RECOVERY (2002)
 AA0008
 AA0008'RECOVERY NOTE BY US POWER SQUADRON 2002 (KK)
 AA0008'RECOVERED IN GOOD CONDITION.
 AA0008
 AA0008                          STATION RECOVERY (2007)
 AA0008
 AA0008'RECOVERY NOTE BY GEOCACHING 2007 (RLM)
 AA0008'RECOVERED IN GOOD CONDITION.
 AA0008
 AA0008                          STATION RECOVERY (2014)
 AA0008
 AA0008'RECOVERY NOTE BY GEOCACHING 2014 (KEN)
 AA0008'RECOVERED AS DESCRIBED.
 AA0008
 AA0008                          STATION RECOVERY (2020)
 AA0008
 AA0008'RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)
 AA0008'RECOVERED IN GOOD CONDITION.
 AA0008
 AA0008                          STATION RECOVERY (2022)
 AA0008
 AA0008'RECOVERY NOTE BY SMH CONSTRUCTION COMPANY 2022 (MM)
 AA0008'RECOVERED IN GOOD CONDITION.
 AA0008
 AA0008                          STATION RECOVERY (2024)
 AA0008
 AA0008'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2024 (LAS)
 AA0008'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3374 ***********************************************************************
 AC3374  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3374  DESIGNATION -  872 4919 F TIDAL
 AC3374  PID         -  AC3374
 AC3374  STATE/COUNTY-  FL/COLLIER
 AC3374  COUNTRY     -  US
 AC3374  USGS QUAD   -  CHOKOLOSKEE (2018)
 AC3374
 AC3374                         *CURRENT SURVEY CONTROL
 AC3374  ______________________________________________________________________
 AC3374* NAD 83(1986) POSITION- 25 48 54.9    (N) 081 21 34.2    (W)   HD_HELD2
 AC3374* NAVD 88 ORTHO HEIGHT -     1.966 (meters)        6.45  (feet) ADJUSTED
 AC3374  ______________________________________________________________________
 AC3374  GEOID HEIGHT    -        -23.550 (meters)                     GEOID18
 AC3374  DYNAMIC HEIGHT  -          1.963 (meters)        6.44  (feet) COMP
 AC3374  MODELED GRAVITY -    979,017.5   (mgal)                       NAVD 88
 AC3374
 AC3374  VERT ORDER      -  SECOND    CLASS I
 AC3374
 AC3374.The horizontal coordinates were established by autonomous hand held GPS
 AC3374.observations and have an estimated accuracy of +/- 10 meters.
 AC3374
 AC3374.The orthometric height was determined by differential leveling and
 AC3374.adjusted by the NATIONAL GEODETIC SURVEY
 AC3374.in June 1991.
 AC3374
 AC3374.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3374.GEOID18 height accuracy estimate available here.
 AC3374
 AC3374.This Tidal Bench Mark is designated as VM 9698
 AC3374.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3374
 AC3374.Click photographs - Photos may exist for this station.
 AC3374
 AC3374.The dynamic height is computed by dividing the NAVD 88
 AC3374.geopotential number by the normal gravity value computed on the
 AC3374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3374.degrees latitude (g = 980.6199 gals.).
 AC3374
 AC3374.The modeled gravity was interpolated from observed gravity values.
 AC3374
 AC3374;                    North         East    Units  Estimated Accuracy
 AC3374;SPC FL E     -   164,197.      163,954.      MT  (+/- 10 meters HH2 GPS)
 AC3374
 AC3374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6396555273(NAD 83)
 AC3374
 AC3374                          SUPERSEDED SURVEY CONTROL
 AC3374
 AC3374.No superseded survey control is available for this station.
 AC3374
 AC3374_MARKER: DB = BENCH MARK DISK
 AC3374_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3374_SP_SET: CONCRETE PORCH
 AC3374_STAMPING: 4919 F 1984
 AC3374_MARK LOGO: NOS
 AC3374_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3374+STABILITY: SURFACE MOTION
 AC3374_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3374+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2015
 AC3374
 AC3374  HISTORY     - Date     Condition        Report By
 AC3374  HISTORY     - 1984     MONUMENTED       FLDNR
 AC3374  HISTORY     - 1990     GOOD             USPSQD
 AC3374  HISTORY     - 20080712 GOOD             FLDEP
 AC3374  HISTORY     - 20130430 GOOD             FL-021
 AC3374  HISTORY     - 20150309 GOOD             GEOCAC
 AC3374
 AC3374                          STATION DESCRIPTION
 AC3374
 AC3374'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3374'IN CHOKOLOSKEE.
 AC3374'THE MARK IS SET IN THE PORCH OF THE CHOKOLOSKEE POST OFFICE, 28.3 FEET
 AC3374'SOUTH OF THE NORTHEAST CORNER OF THE PORCH, 8 FEET NORTH OF THE CENTER
 AC3374'OF A BREEZEWAY, 1 FOOT NORTH OF THE NORTHERNMOST ROOF SUPPORT, AND
 AC3374'57.2 FEET WEST OF THE CENTERLINE OF STATE ROAD 29.
 AC3374'THE MARK IS 2 FT ABOVE HIGHWAY.
 AC3374
 AC3374                          STATION RECOVERY (1990)
 AC3374
 AC3374'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3374'RECOVERED IN GOOD CONDITION.
 AC3374
 AC3374                          STATION RECOVERY (2008)
 AC3374
 AC3374'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AC3374'RECOVERED AS DESCRIBED.
 AC3374
 AC3374                          STATION RECOVERY (2013)
 AC3374
 AC3374'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3374'RECOVERED IN GOOD CONDITION.
 AC3374
 AC3374                          STATION RECOVERY (2015)
 AC3374
 AC3374'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC3374'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3373 ***********************************************************************
 AC3373  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3373  DESIGNATION -  872 4919 G TIDAL
 AC3373  PID         -  AC3373
 AC3373  STATE/COUNTY-  FL/COLLIER
 AC3373  COUNTRY     -  US
 AC3373  USGS QUAD   -  CHOKOLOSKEE (2018)
 AC3373
 AC3373                         *CURRENT SURVEY CONTROL
 AC3373  ______________________________________________________________________
 AC3373* NAD 83(1986) POSITION- 25 49 03.78   (N) 081 21 32.03   (W)   HD_HELD1
 AC3373* NAVD 88 ORTHO HEIGHT -     1.353 (meters)        4.44  (feet) ADJUSTED
 AC3373  ______________________________________________________________________
 AC3373  GEOID HEIGHT    -        -23.558 (meters)                     GEOID18
 AC3373  DYNAMIC HEIGHT  -          1.350 (meters)        4.43  (feet) COMP
 AC3373  MODELED GRAVITY -    979,017.5   (mgal)                       NAVD 88
 AC3373
 AC3373  VERT ORDER      -  FIRST     CLASS II
 AC3373
 AC3373.The horizontal coordinates were determined by differentially corrected
 AC3373.hand held GPS observations or other comparable positioning techniques
 AC3373.and have an estimated accuracy of +/- 3 meters.
 AC3373
 AC3373.The orthometric height was determined by differential leveling and
 AC3373.adjusted by the NATIONAL GEODETIC SURVEY
 AC3373.in January 2013.
 AC3373
 AC3373.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3373.GEOID18 height accuracy estimate available here.
 AC3373
 AC3373.This Tidal Bench Mark is designated as VM 9699
 AC3373.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3373
 AC3373.Click photographs - Photos may exist for this station.
 AC3373
 AC3373.The dynamic height is computed by dividing the NAVD 88
 AC3373.geopotential number by the normal gravity value computed on the
 AC3373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3373.degrees latitude (g = 980.6199 gals.).
 AC3373
 AC3373.The modeled gravity was interpolated from observed gravity values.
 AC3373
 AC3373;                    North         East    Units  Estimated Accuracy
 AC3373;SPC FL E     -   164,470.6     164,014.7     MT  (+/- 3 meters HH1 GPS) 
 AC3373
 AC3373_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6402755546(NAD 83)
 AC3373
 AC3373                          SUPERSEDED SURVEY CONTROL
 AC3373
 AC3373  NAVD 88 (06/15/91)    1.356  (m)            4.45   (f) SUPERSEDED  2 1
 AC3373
 AC3373.Superseded values are not recommended for survey control.
 AC3373
 AC3373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3373.See file dsdata.pdf to determine how the superseded data were derived.
 AC3373
 AC3373_MARKER: DB = BENCH MARK DISK
 AC3373_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3373+WITH SETTING: PAVEMENT
 AC3373_SP_SET: CONCRETE BASE
 AC3373_STAMPING: 4919 G 1984
 AC3373_MARK LOGO: NOS
 AC3373_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3373+STABILITY: SURFACE MOTION
 AC3373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3373+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2008
 AC3373
 AC3373  HISTORY     - Date     Condition        Report By
 AC3373  HISTORY     - 1984     MONUMENTED       FLDNR
 AC3373  HISTORY     - 1990     GOOD             USPSQD
 AC3373  HISTORY     - 20080712 GOOD             FLDEP
 AC3373  HISTORY     - 20130430 GOOD             FL-021
 AC3373  HISTORY     - 20150309 GOOD             GEOCAC
 AC3373
 AC3373                          STATION DESCRIPTION
 AC3373
 AC3373'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3373'IN CHOKOLOSKEE.
 AC3373'THE MARK IS AT THE OUTDOORS RESORT MARINA, 143.2 FEET EAST OF THE
 AC3373'CENTERLINE OF STATE ROAD 29, 18 FEET NORTH OF THE BOAT BASIN, 1.5 FEET
 AC3373'NORTH OF A POWER POLE WITH TRANSFORMER, 2.8 FEET WEST-SOUTHWEST OF THE
 AC3373'SOUTHWEST CORNER OF THE BAIT TANK PUMP HOUSE, AND IS SET IN THE
 AC3373'CONCRETE BASE FOR THE TANK.
 AC3373'THE MARK IS 1 FT ABOVE HIGHWAY.
 AC3373
 AC3373                          STATION RECOVERY (1990)
 AC3373
 AC3373'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3373'RECOVERED IN GOOD CONDITION.
 AC3373
 AC3373                          STATION RECOVERY (2008)
 AC3373
 AC3373'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AC3373'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AC3373'THE MARK FROM THE POST OFFICE IN CHOKOLOSKEE, GO NORTH ON STATE ROAD
 AC3373'29 FOR 0.2 MI (0.3 KM) TO A MARINA AND THE MARK ON THE RIGHT.
 AC3373
 AC3373                          STATION RECOVERY (2013)
 AC3373
 AC3373'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3373'RECOVERED IN GOOD CONDITION.
 AC3373
 AC3373                          STATION RECOVERY (2015)
 AC3373
 AC3373'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC3373'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3179 ***********************************************************************
 AC3179  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3179  DESIGNATION -  872 4919 TIDAL 1
 AC3179  PID         -  AC3179
 AC3179  STATE/COUNTY-  FL/COLLIER
 AC3179  COUNTRY     -  US
 AC3179  USGS QUAD   -  CHOKOLOSKEE (2018)
 AC3179
 AC3179                         *CURRENT SURVEY CONTROL
 AC3179  ______________________________________________________________________
 AC3179* NAD 83(1986) POSITION- 25 48 52.27   (N) 081 21 47.90   (W)   HD_HELD1
 AC3179* NAVD 88 ORTHO HEIGHT -     0.990 (meters)        3.25  (feet) ADJUSTED
 AC3179  ______________________________________________________________________
 AC3179  GEOID HEIGHT    -        -23.540 (meters)                     GEOID18
 AC3179  DYNAMIC HEIGHT  -          0.988 (meters)        3.24  (feet) COMP
 AC3179  MODELED GRAVITY -    979,017.7   (mgal)                       NAVD 88
 AC3179
 AC3179  VERT ORDER      -  SECOND    CLASS I
 AC3179
 AC3179.The horizontal coordinates were determined by differentially corrected
 AC3179.hand held GPS observations or other comparable positioning techniques
 AC3179.and have an estimated accuracy of +/- 3 meters.
 AC3179
 AC3179.The orthometric height was determined by differential leveling and
 AC3179.adjusted by the NATIONAL GEODETIC SURVEY
 AC3179.in June 1991.
 AC3179
 AC3179.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3179.GEOID18 height accuracy estimate available here.
 AC3179
 AC3179.This Tidal Bench Mark is designated as VM 9695
 AC3179.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3179
 AC3179.Click photographs - Photos may exist for this station.
 AC3179
 AC3179.The dynamic height is computed by dividing the NAVD 88
 AC3179.geopotential number by the normal gravity value computed on the
 AC3179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3179.degrees latitude (g = 980.6199 gals.).
 AC3179
 AC3179.The modeled gravity was interpolated from observed gravity values.
 AC3179
 AC3179;                    North         East    Units  Estimated Accuracy
 AC3179;SPC FL E     -   164,117.6     163,571.7     MT  (+/- 3 meters HH1 GPS) 
 AC3179
 AC3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6358455193(NAD 83)
 AC3179
 AC3179                          SUPERSEDED SURVEY CONTROL
 AC3179
 AC3179  NGVD 29 (??/??/92)    1.406  (m)            4.61   (f) ADJ UNCH    2 1
 AC3179
 AC3179.Superseded values are not recommended for survey control.
 AC3179
 AC3179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3179.See file dsdata.pdf to determine how the superseded data were derived.
 AC3179
 AC3179_MARKER: DD = SURVEY DISK
 AC3179_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3179_SP_SET: SEAWALL
 AC3179_STAMPING: 1 1973
 AC3179_MARK LOGO: NOS
 AC3179_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3179+STABILITY: SURFACE MOTION
 AC3179_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3179+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2008
 AC3179
 AC3179  HISTORY     - Date     Condition        Report By
 AC3179  HISTORY     - 1973     MONUMENTED       NOS
 AC3179  HISTORY     - 1978     GOOD             FLDNR
 AC3179  HISTORY     - 1979     GOOD             FLDNR
 AC3179  HISTORY     - 1984     GOOD             FLDNR
 AC3179  HISTORY     - 1990     GOOD             USPSQD
 AC3179  HISTORY     - 20080712 GOOD             FLDEP
 AC3179  HISTORY     - 20130430 GOOD             FL-021
 AC3179  HISTORY     - 20150309 GOOD             GEOCAC
 AC3179
 AC3179                          STATION DESCRIPTION
 AC3179
 AC3179'DESCRIBED BY FL DEPT OF NAT RES 1978
 AC3179'CHOKOLOSKEE.
 AC3179'AT CHOKOLOSKEE, THE MARK IS LOCATED AT HAMILTONS STONE CRABS INSIDE
 AC3179'THE NORTHEAST CORNER OF A BOAT BASIN SET FLUSH IN THE TOP CENTER OF A
 AC3179'18 INCH CONCRETE BULKHEAD. THE MARK BEARS 17.5 FEET NORTH OF THE
 AC3179'NORTHWEST CORNER OF THE CRABHOUSE.
 AC3179
 AC3179                          STATION RECOVERY (1979)
 AC3179
 AC3179'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AC3179'RECOVERED IN GOOD CONDITION.
 AC3179
 AC3179                          STATION RECOVERY (1984)
 AC3179
 AC3179'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3179'RECOVERED IN GOOD CONDITION.
 AC3179
 AC3179                          STATION RECOVERY (1990)
 AC3179
 AC3179'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3179'RECOVERED IN GOOD CONDITION.
 AC3179
 AC3179                          STATION RECOVERY (2008)
 AC3179
 AC3179'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AC3179'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AC3179'THE MARK FROM THE POST OFFICE IN CHOKOLOSKEE, GO SOUTH ON STATE ROAD
 AC3179'29 FOR 0.05 MI TO THE INTERSECTION OF SNOOK ALLEY ON THE LEFT AND
 AC3179'DEMERE LANE ON THE RIGHT, TURN RIGHT ON DEMERE LANE AND GO WEST FOR
 AC3179'0.1 MI (0.2 KM) TO THE JUNCTION OF MAMIE STREET ON THE LEFT, TURN LEFT
 AC3179'ON MAMIE STREET AND GO SOUTH FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF
 AC3179'HAMILTON LANE ON THE RIGHT, TURN RIGHT ON HAMILTON LANE AND GO WEST
 AC3179'FOR 0.1 MI (0.2 KM) TO A DEAD END AND WHAT WAS FORMERLY A CRAB HOUSE
 AC3179'AND THE MARK.
 AC3179
 AC3179                          STATION RECOVERY (2013)
 AC3179
 AC3179'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3179'RECOVERED IN GOOD CONDITION.
 AC3179
 AC3179                          STATION RECOVERY (2015)
 AC3179
 AC3179'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC3179'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3180 ***********************************************************************
 AC3180  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3180  DESIGNATION -  872 4919 TIDAL 2
 AC3180  PID         -  AC3180
 AC3180  STATE/COUNTY-  FL/COLLIER
 AC3180  COUNTRY     -  US
 AC3180  USGS QUAD   -  CHOKOLOSKEE (2018)
 AC3180
 AC3180                         *CURRENT SURVEY CONTROL
 AC3180  ______________________________________________________________________
 AC3180* NAD 83(1986) POSITION- 25 48 51.96   (N) 081 21 47.71   (W)   HD_HELD1
 AC3180* NAVD 88 ORTHO HEIGHT -     2.458 (meters)        8.06  (feet) ADJUSTED
 AC3180  ______________________________________________________________________
 AC3180  GEOID HEIGHT    -        -23.540 (meters)                     GEOID18
 AC3180  DYNAMIC HEIGHT  -          2.454 (meters)        8.05  (feet) COMP
 AC3180  MODELED GRAVITY -    979,017.7   (mgal)                       NAVD 88
 AC3180
 AC3180  VERT ORDER      -  FIRST     CLASS II
 AC3180
 AC3180.The horizontal coordinates were determined by differentially corrected
 AC3180.hand held GPS observations or other comparable positioning techniques
 AC3180.and have an estimated accuracy of +/- 3 meters.
 AC3180
 AC3180.The orthometric height was determined by differential leveling and
 AC3180.adjusted by the NATIONAL GEODETIC SURVEY
 AC3180.in January 2013.
 AC3180
 AC3180.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3180.GEOID18 height accuracy estimate available here.
 AC3180
 AC3180.This Tidal Bench Mark is designated as VM 9696
 AC3180.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3180
 AC3180.Click photographs - Photos may exist for this station.
 AC3180
 AC3180.The dynamic height is computed by dividing the NAVD 88
 AC3180.geopotential number by the normal gravity value computed on the
 AC3180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3180.degrees latitude (g = 980.6199 gals.).
 AC3180
 AC3180.The modeled gravity was interpolated from observed gravity values.
 AC3180
 AC3180;                    North         East    Units  Estimated Accuracy
 AC3180;SPC FL E     -   164,108.0     163,577.0     MT  (+/- 3 meters HH1 GPS) 
 AC3180
 AC3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6358955184(NAD 83)
 AC3180
 AC3180                          SUPERSEDED SURVEY CONTROL
 AC3180
 AC3180  NAVD 88 (06/15/91)    2.465  (m)            8.09   (f) SUPERSEDED  2 1
 AC3180  NGVD 29 (??/??/92)    2.881  (m)            9.45   (f) ADJ UNCH    2 1
 AC3180
 AC3180.Superseded values are not recommended for survey control.
 AC3180
 AC3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3180.See file dsdata.pdf to determine how the superseded data were derived.
 AC3180
 AC3180_MARKER: DD = SURVEY DISK
 AC3180_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AC3180+WITH SETTING: PAVEMENT
 AC3180_SP_SET: CONCRETE LOADING PLATFORM
 AC3180_STAMPING: 2 1973
 AC3180_MARK LOGO: NOS
 AC3180_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3180+STABILITY: SURFACE MOTION
 AC3180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3180+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2009
 AC3180
 AC3180  HISTORY     - Date     Condition        Report By
 AC3180  HISTORY     - 1973     MONUMENTED       NOS
 AC3180  HISTORY     - 1978     GOOD             FLDNR
 AC3180  HISTORY     - 1979     GOOD             FLDNR
 AC3180  HISTORY     - 1984     GOOD             FLDNR
 AC3180  HISTORY     - 1990     GOOD             USPSQD
 AC3180  HISTORY     - 20080712 GOOD             FLDEP
 AC3180  HISTORY     - 20090921 GOOD             GCT
 AC3180  HISTORY     - 20130430 GOOD             FL-021
 AC3180  HISTORY     - 20150309 GOOD             GEOCAC
 AC3180
 AC3180                          STATION DESCRIPTION
 AC3180
 AC3180'DESCRIBED BY FL DEPT OF NAT RES 1978
 AC3180'CHOKOLOSKEE.
 AC3180'AT CHOKOLOSKEE, THE MARK IS LOCATED AT HAMILTONS STONE CRABS SET FLUSH
 AC3180'IN THE TOP OF THE CONCRETE SHIPPING PLATFORM AT THE EAST CORNER OF THE
 AC3180'MOST NORTHERN PART OF THE CRABHOUSE. THE MARK BEARS 5 FEET EAST OF THE
 AC3180'HOUSE, .5 FEET SOUTH OF THE NORTH END OF THE CONCRETE PLATFORM AT THE
 AC3180'EAST CORNER OF THE MOST NORTHERN PART OF THE CRABHOUSE, .5 FEET EAST
 AC3180'OF THE HOUSE, .5 FEET SOUTH OF THE NORTHEND OF THE CONCRETE PLATFORM.
 AC3180
 AC3180                          STATION RECOVERY (1979)
 AC3180
 AC3180'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AC3180'RECOVERED IN GOOD CONDITION.
 AC3180
 AC3180                          STATION RECOVERY (1984)
 AC3180
 AC3180'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3180'RECOVERED IN GOOD CONDITION.
 AC3180
 AC3180                          STATION RECOVERY (1990)
 AC3180
 AC3180'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3180'RECOVERED IN GOOD CONDITION.
 AC3180
 AC3180                          STATION RECOVERY (2008)
 AC3180
 AC3180'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AC3180'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AC3180'THE MARK FROM THE POST OFFICE IN CHOKOLOSKEE, GO SOUTH ON STATE ROAD
 AC3180'29 FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF SNOOK ALLEY ON THE LEFT
 AC3180'AND DEMERE LANE ON THE RIGHT, TURN RIGHT ON DEMERE LANE AND GO WEST
 AC3180'FOR 0.1 MI (0.2 KM) TO THE JUNCTION OF MAMIE STREET ON THE LEFT, TURN
 AC3180'LEFT ON MAMIE STREET AND GO SOUTH FOR 0.05 MI (0.1 KM) TO THE JUNCTION
 AC3180'OF HAMILTON LANE ON THE RIGHT, TURN RIGHT ON HAMILTON LANE AND GO WEST
 AC3180'FOR 0.1 MI (0.2 KM) TO A DEAD END AND WHAT WAS FORMERLY A CRAB HOUSE
 AC3180'AND THE MARK.
 AC3180
 AC3180                          STATION RECOVERY (2009)
 AC3180
 AC3180'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2009 (BLI)
 AC3180'RECOVERED IN GOOD CONDITION.
 AC3180
 AC3180                          STATION RECOVERY (2013)
 AC3180
 AC3180'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3180'RECOVERED IN GOOD CONDITION.
 AC3180
 AC3180                          STATION RECOVERY (2015)
 AC3180
 AC3180'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC3180'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3268 ***********************************************************************
 AC3268  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3268  DESIGNATION -  872 4948 A TIDAL
 AC3268  PID         -  AC3268
 AC3268  STATE/COUNTY-  FL/COLLIER
 AC3268  COUNTRY     -  US
 AC3268  USGS QUAD   -  EVERGLADES CITY (2018)
 AC3268
 AC3268                         *CURRENT SURVEY CONTROL
 AC3268  ______________________________________________________________________
 AC3268* NAD 83(2011) POSITION- 25 51 32.28792(N) 081 23 11.82189(W)   ADJUSTED
 AC3268* NAD 83(2011) ELLIP HT-   -22.721 (meters)        (06/27/12)   ADJUSTED
 AC3268* NAD 83(2011) EPOCH   -  2010.00
 AC3268* NAVD 88 ORTHO HEIGHT -     0.876 (meters)        2.87  (feet) ADJUSTED
 AC3268  ______________________________________________________________________
 AC3268  GEOID HEIGHT    -        -23.606 (meters)                     GEOID18
 AC3268  NAD 83(2011) X  -    860,127.865 (meters)                     COMP
 AC3268  NAD 83(2011) Y  - -5,678,359.699 (meters)                     COMP
 AC3268  NAD 83(2011) Z  -  2,765,000.500 (meters)                     COMP
 AC3268  LAPLACE CORR    -         -2.16  (seconds)                    DEFLEC18
 AC3268  DYNAMIC HEIGHT  -          0.875 (meters)        2.87  (feet) COMP
 AC3268  MODELED GRAVITY -    979,020.3   (mgal)                       NAVD 88
 AC3268
 AC3268  VERT ORDER      -  FIRST     CLASS II
 AC3268
 AC3268  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC3268  Standards:
 AC3268         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC3268            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC3268  -------------------------------------------------------------------
 AC3268  NETWORK    1.60   2.12           0.72   0.57   1.08      0.03688488
 AC3268  -------------------------------------------------------------------
 AC3268  Click here for local accuracies and other accuracy information.
 AC3268
 AC3268.The horizontal coordinates were established by GPS observations
 AC3268.and adjusted by the National Geodetic Survey in June 2012.
 AC3268
 AC3268.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC3268.been affixed to the stable North American tectonic plate. See 
 AC3268.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC3268
 AC3268.The horizontal coordinates are valid at the epoch date displayed above
 AC3268.which is a decimal equivalence of Year/Month/Day.
 AC3268
 AC3268.The orthometric height was determined by differential leveling and
 AC3268.adjusted by the NATIONAL GEODETIC SURVEY
 AC3268.in January 2013.
 AC3268
 AC3268.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3268.GEOID18 height accuracy estimate available here.
 AC3268
 AC3268.This Tidal Bench Mark is designated as VM 9710
 AC3268.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3268
 AC3268.Click photographs - Photos may exist for this station.
 AC3268
 AC3268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC3268
 AC3268.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC3268
 AC3268.The ellipsoidal height was determined by GPS observations
 AC3268.and is referenced to NAD 83.
 AC3268
 AC3268.The dynamic height is computed by dividing the NAVD 88
 AC3268.geopotential number by the normal gravity value computed on the
 AC3268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3268.degrees latitude (g = 980.6199 gals.).
 AC3268
 AC3268.The modeled gravity was interpolated from observed gravity values.
 AC3268
 AC3268. The following values were computed from the NAD 83(2011) position.
 AC3268
 AC3268;                    North         East     Units Scale Factor Converg.
 AC3268;SPC FL E     -   169,048.387   161,248.766   MT  0.99995971   -0 10 07.1
 AC3268;SPC FL E     -   554,619.58    529,030.33   sFT  0.99995971   -0 10 07.1
 AC3268;UTM  17      - 2,860,122.690   461,261.988   MT  0.99961853   -0 10 07.1
 AC3268
 AC3268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC3268!SPC FL E     -   1.00000357  x   0.99995971  =   0.99996328
 AC3268!UTM  17      -   1.00000357  x   0.99961853  =   0.99962210
 AC3268
 AC3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6126160122(NAD 83)
 AC3268
 AC3268|---------------------------------------------------------------------|
 AC3268| PID    Reference Object                     Distance      Geod. Az  |
 AC3268|                                                           dddmmss.s |
 AC3268| AC0633 872 4948 TIDAL 5                    246.549 METERS 22758     |
 AC3268|---------------------------------------------------------------------|
 AC3268
 AC3268                          SUPERSEDED SURVEY CONTROL
 AC3268
 AC3268  NAD 83(2007)-  25 51 32.28806(N)    081 23 11.82250(W) AD(2002.00) 0
 AC3268  ELLIP H (02/10/07)  -22.712  (m)                       GP(2002.00)    
 AC3268  NAD 83(1999)-  25 51 32.28808(N)    081 23 11.82254(W) AD(       ) 1
 AC3268  ELLIP H (12/12/02)  -22.702  (m)                       GP(       ) 4 1
 AC3268  NAVD 88               0.88   (m)            2.9    (f) LEVELING    3  
 AC3268  NAVD 88 (02/05/02)    0.879  (m)            2.88   (f) SUPERSEDED  1 2
 AC3268  NAVD 88 (06/15/91)    0.872  (m)            2.86   (f) SUPERSEDED  2 1
 AC3268  NGVD 29 (09/01/92)    1.287  (m)            4.22   (f) ADJUSTED    2 1
 AC3268
 AC3268.Superseded values are not recommended for survey control.
 AC3268
 AC3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3268.See file dsdata.pdf to determine how the superseded data were derived.
 AC3268
 AC3268_MARKER: DB = BENCH MARK DISK
 AC3268_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3268_SP_SET: SIDEWALK
 AC3268_STAMPING: 4948 A 1978
 AC3268_MARK LOGO: NOS
 AC3268_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3268+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2008
 AC3268
 AC3268  HISTORY     - Date     Condition        Report By
 AC3268  HISTORY     - 1978     MONUMENTED       NOS
 AC3268  HISTORY     - 1979     GOOD             FLDNR
 AC3268  HISTORY     - 1984     GOOD             FLDNR
 AC3268  HISTORY     - 19920226 POOR             NGS
 AC3268  HISTORY     - 20010625 GOOD             FOST
 AC3268  HISTORY     - 20020307 GOOD             MAPTEC
 AC3268  HISTORY     - 20080712 GOOD             FLDEP
 AC3268  HISTORY     - 20130507 GOOD             FL-021
 AC3268  HISTORY     - 20150309 GOOD             GEOCAC
 AC3268
 AC3268                          STATION DESCRIPTION
 AC3268
 AC3268'DESCRIBED BY FL DEPT OF NAT RES 1979
 AC3268'EVERGLADES CITY.
 AC3268'MARK IS IN EVERGLADES CITY AT THE ROD AND GUN CLUB. THE MARK BEARS 1.8
 AC3268'FEET SOUTH OF NORTH EDGE OF SEAWALL, 2.0 FEET WEST OF EAST EDGE OF
 AC3268'SEAWALL, 147 FEET NORTHEAST OF NORTHEAST CORNER OF FIRST HOUSE EAST OF
 AC3268'LODGE.
 AC3268
 AC3268                          STATION RECOVERY (1984)
 AC3268
 AC3268'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3268'RECOVERED IN GOOD CONDITION.
 AC3268
 AC3268                          STATION RECOVERY (1992)
 AC3268
 AC3268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3268'0.1 KM (0.05 MI) WESTERLY ALONG BROADWAY BOULEVARD FROM CITY HALL IN
 AC3268'EVERGLADES CITY, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG STORTER
 AC3268'AVENUE, IN TOP OF AND 0.5 M (1.6 FT) SOUTHWEST OF THE NORTHEAST END
 AC3268'OF A CONCRETE SIDEWALK ALONG A BOAT DOCK AT THE ROD AND GUN CLUB
 AC3268'LODGE, 57.8 M (189.6 FT) WEST OF AND LEVEL WITH THE AVENUE, AND 30.5
 AC3268'M (100.1 FT) NORTHEAST OF A PUMP HOUSE.  NOTE--CRACKING HAS OCCURRED
 AC3268'BETWEEN THE DOCK BULKHEAD AND SIDEWALK AND THE DISK APPEARS TO HAVE
 AC3268'MOVED.
 AC3268
 AC3268                          STATION RECOVERY (2001)
 AC3268
 AC3268'RECOVERY NOTE BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AC3268'THE MONUMENT WAS RECOVERED AS DESCRIBED.
 AC3268'
 AC3268
 AC3268                          STATION RECOVERY (2002)
 AC3268
 AC3268'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC3268'RECOVERED AS DESCRIBED
 AC3268'
 AC3268
 AC3268                          STATION RECOVERY (2008)
 AC3268
 AC3268'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AC3268'RECOVERED AS DESCRIBED.
 AC3268
 AC3268                          STATION RECOVERY (2013)
 AC3268
 AC3268'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3268'RECOVERED IN GOOD CONDITION.
 AC3268
 AC3268                          STATION RECOVERY (2015)
 AC3268
 AC3268'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC3268'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3267 ***********************************************************************
 AC3267  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3267  DESIGNATION -  872 4948 B TIDAL
 AC3267  PID         -  AC3267
 AC3267  STATE/COUNTY-  FL/COLLIER
 AC3267  COUNTRY     -  US
 AC3267  USGS QUAD   -  EVERGLADES CITY (2018)
 AC3267
 AC3267                         *CURRENT SURVEY CONTROL
 AC3267  ______________________________________________________________________
 AC3267* NAD 83(1986) POSITION- 25 51 27.0    (N) 081 23 08.1    (W)   HD_HELD2
 AC3267* NAVD 88 ORTHO HEIGHT -     0.596 (meters)        1.96  (feet) ADJUSTED
 AC3267  ______________________________________________________________________
 AC3267  GEOID HEIGHT    -        -23.605 (meters)                     GEOID18
 AC3267  DYNAMIC HEIGHT  -          0.595 (meters)        1.95  (feet) COMP
 AC3267  MODELED GRAVITY -    979,020.3   (mgal)                       NAVD 88
 AC3267
 AC3267  VERT ORDER      -  FIRST     CLASS II
 AC3267
 AC3267.The horizontal coordinates were established by autonomous hand held GPS
 AC3267.observations and have an estimated accuracy of +/- 10 meters.
 AC3267
 AC3267.The orthometric height was determined by differential leveling and
 AC3267.adjusted by the NATIONAL GEODETIC SURVEY
 AC3267.in January 2013.
 AC3267
 AC3267.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3267.GEOID18 height accuracy estimate available here.
 AC3267
 AC3267.This Tidal Bench Mark is designated as VM 9711
 AC3267.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3267
 AC3267.Click photographs - Photos may exist for this station.
 AC3267
 AC3267.The dynamic height is computed by dividing the NAVD 88
 AC3267.geopotential number by the normal gravity value computed on the
 AC3267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3267.degrees latitude (g = 980.6199 gals.).
 AC3267
 AC3267.The modeled gravity was interpolated from observed gravity values.
 AC3267
 AC3267;                    North         East    Units  Estimated Accuracy
 AC3267;SPC FL E     -   168,885.      161,352.      MT  (+/- 10 meters HH2 GPS)
 AC3267
 AC3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6136559959(NAD 83)
 AC3267
 AC3267                          SUPERSEDED SURVEY CONTROL
 AC3267
 AC3267  NAVD 88 (09/04/92)    0.588  (m)            1.93   (f) SUPERSEDED  1 2
 AC3267  NAVD 88 (06/15/91)    0.588  (m)            1.93   (f) SUPERSEDED  1 2
 AC3267  NGVD 29 (09/01/92)    1.007  (m)            3.30   (f) ADJUSTED    1 2
 AC3267
 AC3267.Superseded values are not recommended for survey control.
 AC3267
 AC3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3267.See file dsdata.pdf to determine how the superseded data were derived.
 AC3267
 AC3267_MARKER: DJ = TIDAL STATION DISK
 AC3267_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3267_SP_SET: FOOTING
 AC3267_STAMPING: 4948 B 1978
 AC3267_MARK LOGO: NOS
 AC3267_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3267+STABILITY: SURFACE MOTION
 AC3267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3267+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2013
 AC3267
 AC3267  HISTORY     - Date     Condition        Report By
 AC3267  HISTORY     - 1978     MONUMENTED       NOS
 AC3267  HISTORY     - 1979     GOOD             FLDNR
 AC3267  HISTORY     - 1984     GOOD             FLDNR
 AC3267  HISTORY     - 19920226 GOOD             NGS
 AC3267  HISTORY     - 20041122 GOOD             USPSQD
 AC3267  HISTORY     - 20080712 GOOD             FLDEP
 AC3267  HISTORY     - 20130506 GOOD             FL-021
 AC3267
 AC3267                          STATION DESCRIPTION
 AC3267
 AC3267'DESCRIBED BY FL DEPT OF NAT RES 1979
 AC3267'EVERGLADES CITY.
 AC3267'MARK IS IN EVERGLADES CITY WEST OF THE MICRO TOWER.
 AC3267'MARK BEARS 1.8 FEET NORTHWEST OF NORTHWEST CORNER OF CEMENT ABUTMENT,
 AC3267'21.0 FEET NORTH OF CENTERLINE OF EAST BOUND LANE, 30.0 FEET SOUTH OF
 AC3267'CENTERLINE OF WESTBOUND LANE, AND 74.0 FEET SOUTHEAST OF SOUTHEAST
 AC3267'CORNER OF COURT.
 AC3267
 AC3267                          STATION RECOVERY (1984)
 AC3267
 AC3267'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3267'RECOVERED IN GOOD CONDITION.
 AC3267
 AC3267                          STATION RECOVERY (1992)
 AC3267
 AC3267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3267'IN EVERGLADES CITY, AT THE INTERSECTION OF BROADWAY BOULEVARD AND
 AC3267'COPELAND AVENUE, IN TOP OF AND 0.5 M (1.6 FT) SOUTHEAST OF THE
 AC3267'NORTHWEST CORNER OF THE WEST CONCRETE FOOTING FOR A GUY CABLE ANCHOR,
 AC3267'34.9 M (114.5 FT) WEST OF THE CENTER OF THE AVENUE, 7.3 M (24.0 FT)
 AC3267'SOUTH OF THE CENTER OF THE WESTBOUND LANES OF THE BOULEVARD, 7.3 M
 AC3267'(24.0 FT) NORTH OF AND LEVEL WITH THE CENTER OF THE EASTBOUND LANES
 AC3267'OF THE BOULEVARD.
 AC3267
 AC3267                          STATION RECOVERY (2004)
 AC3267
 AC3267'RECOVERY NOTE BY US POWER SQUADRON 2004 (RBS)
 AC3267'THE LATITUDE COORDINATE (APPROX.) PRINTED OUT ON THE SUMMARY REPORT
 AC3267'GENERATED IN QUERYING THE DATA BASE IS WRONG. THE DATA READS N255129
 AC3267'BUT S/B N255126.
 AC3267
 AC3267                          STATION RECOVERY (2008)
 AC3267
 AC3267'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AC3267'RECOVERED AS DESCRIBED.
 AC3267
 AC3267                          STATION RECOVERY (2013)
 AC3267
 AC3267'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3267'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3269 ***********************************************************************
 AC3269  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3269  DESIGNATION -  872 4948 C TIDAL
 AC3269  PID         -  AC3269
 AC3269  STATE/COUNTY-  FL/COLLIER
 AC3269  COUNTRY     -  US
 AC3269  USGS QUAD   -  EVERGLADES CITY (2018)
 AC3269
 AC3269                         *CURRENT SURVEY CONTROL
 AC3269  ______________________________________________________________________
 AC3269* NAD 83(1986) POSITION- 25 51 26.9    (N) 081 23 04.0    (W)   HD_HELD2
 AC3269* NAVD 88 ORTHO HEIGHT -     0.616 (meters)        2.02  (feet) ADJUSTED
 AC3269  ______________________________________________________________________
 AC3269  GEOID HEIGHT    -        -23.607 (meters)                     GEOID18
 AC3269  DYNAMIC HEIGHT  -          0.615 (meters)        2.02  (feet) COMP
 AC3269  MODELED GRAVITY -    979,020.2   (mgal)                       NAVD 88
 AC3269
 AC3269  VERT ORDER      -  FIRST     CLASS II
 AC3269
 AC3269.The horizontal coordinates were established by autonomous hand held GPS
 AC3269.observations and have an estimated accuracy of +/- 10 meters.
 AC3269
 AC3269.The orthometric height was determined by differential leveling and
 AC3269.adjusted by the NATIONAL GEODETIC SURVEY
 AC3269.in February 2002.
 AC3269
 AC3269.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3269.GEOID18 height accuracy estimate available here.
 AC3269
 AC3269.This Tidal Bench Mark is designated as VM 9712
 AC3269.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3269
 AC3269.Click photographs - Photos may exist for this station.
 AC3269
 AC3269.The dynamic height is computed by dividing the NAVD 88
 AC3269.geopotential number by the normal gravity value computed on the
 AC3269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3269.degrees latitude (g = 980.6199 gals.).
 AC3269
 AC3269.The modeled gravity was interpolated from observed gravity values.
 AC3269
 AC3269;                    North         East    Units  Estimated Accuracy
 AC3269;SPC FL E     -   168,882.      161,466.      MT  (+/- 10 meters HH2 GPS)
 AC3269
 AC3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6147959956(NAD 83)
 AC3269
 AC3269                          SUPERSEDED SURVEY CONTROL
 AC3269
 AC3269  NAVD 88 (09/04/92)    0.608  (m)            1.99   (f) SUPERSEDED  1 2
 AC3269  NAVD 88 (06/15/91)    0.608  (m)            1.99   (f) SUPERSEDED  1 2
 AC3269  NGVD 29 (09/01/92)    1.029  (m)            3.38   (f) ADJUSTED    1 2
 AC3269
 AC3269.Superseded values are not recommended for survey control.
 AC3269
 AC3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3269.See file dsdata.pdf to determine how the superseded data were derived.
 AC3269
 AC3269_MARKER: DB = BENCH MARK DISK
 AC3269_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC3269_SP_SET: FOOTING
 AC3269_STAMPING: 4948 C 1978
 AC3269_MARK LOGO: NOS
 AC3269_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3269+STABILITY: SURFACE MOTION
 AC3269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3269+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2008
 AC3269
 AC3269  HISTORY     - Date     Condition        Report By
 AC3269  HISTORY     - 1978     MONUMENTED       NOS
 AC3269  HISTORY     - 1979     GOOD             FLDNR
 AC3269  HISTORY     - 1984     GOOD             FLDNR
 AC3269  HISTORY     - 19920226 GOOD             NGS
 AC3269  HISTORY     - 20010625 GOOD             FOST
 AC3269  HISTORY     - 20041122 GOOD             USPSQD
 AC3269  HISTORY     - 20080712 GOOD             FLDEP
 AC3269  HISTORY     - 20130313 GOOD             FL-021
 AC3269  HISTORY     - 20150309 GOOD             GEOCAC
 AC3269
 AC3269                          STATION DESCRIPTION
 AC3269
 AC3269'DESCRIBED BY FL DEPT OF NAT RES 1979
 AC3269'EVERGLADES CITY.
 AC3269'THE MARK IS LOCATED IN EVERGLADES CITY, EAST OF THE MICRO TOWER, AND
 AC3269'BEARS 1.2 FEET NORTH OF CEMENT GUIDE WIRE ABUTMENT, 82.0 FEET
 AC3269'SOUTHEAST OF BENCH MARK V 249, 21.0 FEET SOUTH OF THE CENTERLINE OF
 AC3269'WESTBOUND LANE, 27 FEET NORTH OF EASTBOUND LANE, AND 118.0 FEET
 AC3269'SOUTHEAST OF SOUTHEAST CORNER OF CITY HALL.
 AC3269
 AC3269                          STATION RECOVERY (1984)
 AC3269
 AC3269'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3269'RECOVERED IN GOOD CONDITION.
 AC3269
 AC3269                          STATION RECOVERY (1992)
 AC3269
 AC3269'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC3269'IN EVERGLADES CITY, AT THE INTERSECTION OF BROADWAY BOULEVARD AND
 AC3269'COPELAND AVENUE, IN TOP OF AND 0.4 M (1.3 FT) SOUTH OF THE NORTH EDGE
 AC3269'OF A FOOTING FOR A GUY CABLE ANCHOR, 30.0 M (98.4 FT) EAST OF THE
 AC3269'CENTER OF THE AVENUE, 7.7 M (25.3 FT) NORTH OF THE CENTER OF THE
 AC3269'EASTBOUND LANES OF THE BOULEVARD, AND 6.0 M (19.7 FT) SOUTH OF AND
 AC3269'LEVEL WITH THE CENTER OF THE WESTBOUND LANES OF THE BOULEVARD.
 AC3269
 AC3269                          STATION RECOVERY (2001)
 AC3269
 AC3269'RECOVERY NOTE BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AC3269'THE MONUMENT WAS RECOVERED AS DESCRIBED.
 AC3269'
 AC3269
 AC3269                          STATION RECOVERY (2004)
 AC3269
 AC3269'RECOVERY NOTE BY US POWER SQUADRON 2004 (RBS)
 AC3269'RECOVERED IN GOOD CONDITION.
 AC3269
 AC3269                          STATION RECOVERY (2008)
 AC3269
 AC3269'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AC3269'RECOVERED AS DESCRIBED.
 AC3269
 AC3269                          STATION RECOVERY (2013)
 AC3269
 AC3269'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3269'RECOVERED IN GOOD CONDITION.
 AC3269
 AC3269                          STATION RECOVERY (2015)
 AC3269
 AC3269'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC3269'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0631 ***********************************************************************
 AC0631  TIDAL BM    -  This is a Tidal Bench Mark.
 AC0631  DESIGNATION -  872 4948 TIDAL 3
 AC0631  PID         -  AC0631
 AC0631  STATE/COUNTY-  FL/COLLIER
 AC0631  COUNTRY     -  US
 AC0631  USGS QUAD   -  EVERGLADES CITY (2018)
 AC0631
 AC0631                         *CURRENT SURVEY CONTROL
 AC0631  ______________________________________________________________________
 AC0631* NAD 83(1986) POSITION- 25 51 30.0    (N) 081 23 12.4    (W)   HD_HELD2
 AC0631* NAVD 88 ORTHO HEIGHT -     1.094 (meters)        3.59  (feet) ADJUSTED
 AC0631  ______________________________________________________________________
 AC0631  GEOID HEIGHT    -        -23.604 (meters)                     GEOID18
 AC0631  DYNAMIC HEIGHT  -          1.092 (meters)        3.58  (feet) COMP
 AC0631  MODELED GRAVITY -    979,020.3   (mgal)                       NAVD 88
 AC0631
 AC0631  VERT ORDER      -  FIRST     CLASS II
 AC0631
 AC0631.The horizontal coordinates were established by autonomous hand held GPS
 AC0631.observations and have an estimated accuracy of +/- 10 meters.
 AC0631
 AC0631.The orthometric height was determined by differential leveling and
 AC0631.adjusted by the NATIONAL GEODETIC SURVEY
 AC0631.in September 1992.
 AC0631
 AC0631.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0631.GEOID18 height accuracy estimate available here.
 AC0631
 AC0631.This Tidal Bench Mark is designated as VM 17100
 AC0631.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC0631
 AC0631.Click photographs - Photos may exist for this station.
 AC0631
 AC0631.The dynamic height is computed by dividing the NAVD 88
 AC0631.geopotential number by the normal gravity value computed on the
 AC0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0631.degrees latitude (g = 980.6199 gals.).
 AC0631
 AC0631.The modeled gravity was interpolated from observed gravity values.
 AC0631
 AC0631;                    North         East    Units  Estimated Accuracy
 AC0631;SPC FL E     -   168,978.      161,232.      MT  (+/- 10 meters HH2 GPS)
 AC0631
 AC0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6124560052(NAD 83)
 AC0631
 AC0631                          SUPERSEDED SURVEY CONTROL
 AC0631
 AC0631  NAVD 88 (06/15/91)    1.094  (m)            3.59   (f) SUPERSEDED  1 2
 AC0631  NGVD 29 (??/??/92)    1.510  (m)            4.95   (f) SUPERSEDED  1 2
 AC0631  NGVD 29 (09/01/92)    1.510  (m)            4.95   (f) ADJUSTED    1 2
 AC0631
 AC0631.Superseded values are not recommended for survey control.
 AC0631
 AC0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0631.See file dsdata.pdf to determine how the superseded data were derived.
 AC0631
 AC0631_MARKER: DB = BENCH MARK DISK
 AC0631_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AC0631_SP_SET: FOOTING
 AC0631_STAMPING: 3 1928
 AC0631_MARK LOGO: CGS
 AC0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC0631+STABILITY: SURFACE MOTION
 AC0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC0631+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2015
 AC0631
 AC0631  HISTORY     - Date     Condition        Report By
 AC0631  HISTORY     - 1928     MONUMENTED       CGS
 AC0631  HISTORY     - 1965     GOOD             CGS
 AC0631  HISTORY     - 1978     GOOD             FLDNR
 AC0631  HISTORY     - 1979     GOOD             FLDNR
 AC0631  HISTORY     - 1984     GOOD             FLDNR
 AC0631  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AC0631  HISTORY     - 19920226 GOOD             NGS
 AC0631  HISTORY     - 20020320 GOOD             NGS
 AC0631  HISTORY     - 20041122 GOOD             USPSQD
 AC0631  HISTORY     - 20080712 GOOD             FLDEP
 AC0631  HISTORY     - 20130731 GOOD             FL-021
 AC0631  HISTORY     - 20150309 GOOD             GEOCAC
 AC0631
 AC0631                          STATION DESCRIPTION
 AC0631
 AC0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC0631'AT EVERGLADES.
 AC0631'AT EVERGLADES, ABOUT 0.1 MILE WEST ALONG HIBISCUS STREET FROM THE
 AC0631'CITY HALL, ON PROPERTY PRESENTLY OWNED BY THE ROD AND GUN CLUB,
 AC0631'SET IN THE TOP OF THE CENTER OF A 2-BY-2 FOOT SQUARE CONCRETE
 AC0631'BASE WHICH ONCE SUPPORTED A WATER TANK, 226.0 FEET WEST OF THE
 AC0631'CENTER LINE OF STORTER AVENUE, 46 1/2 FEET NORTHEAST OF AND
 AC0631'ACROSS A STREET FROM THE NORTHEAST CORNER OF THE LODGE, 10.5 FEET
 AC0631'NORTHWEST OF THE CENTER LINE OF PIPE FOR A PIPE WELL, 22.4 FEET
 AC0631'SOUTHEAST OF THE SOUTHWEST CORNER OF BUILDING NO. 39, 23.0 FEET
 AC0631'NORTH OF THE EXTENDED CENTER LINE OF HIBISCUS STREET AND ABOUT
 AC0631'1.3 FEET ABOVE THE LEVEL OF THE GROUND.
 AC0631
 AC0631                          STATION RECOVERY (1978)
 AC0631
 AC0631'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AC0631'RECOVERED IN GOOD CONDITION.
 AC0631
 AC0631                          STATION RECOVERY (1979)
 AC0631
 AC0631'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AC0631'RECOVERED IN GOOD CONDITION.
 AC0631
 AC0631                          STATION RECOVERY (1984)
 AC0631
 AC0631'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC0631'RECOVERED IN GOOD CONDITION.
 AC0631
 AC0631                          STATION RECOVERY (1990)
 AC0631
 AC0631'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0631'MARK NOT FOUND.
 AC0631
 AC0631                          STATION RECOVERY (1992)
 AC0631
 AC0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0631'0.1 KM (0.05 MI) WESTERLY ALONG BROADWAY BOULEVARD FROM CITY HALL IN
 AC0631'EVERGLADES CITY, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG STORTER
 AC0631'BOULEVARD, IN TOP OF A 2 BY 2-FOOT CONCRETE FOOTING FOR A TOWER
 AC0631'(TOWER REMOVED), 60.0 M (196.8 FT) WEST OF THE CENTER OF THE
 AC0631'BOULEVARD, 53.8 M (176.5 FT) NORTHWEST OF THE CENTER OF HIBISCUS
 AC0631'STREET, 14.0 M (45.9 FT) EAST OF THE SOUTHEAST CORNER OF THE ROD AND
 AC0631'GUN CLUB LODGE, 6.8 M (22.3 FT) SOUTH OF THE NORTHWEST CORNER OF A
 AC0631'HOUSE, 1.1 M (3.6 FT) WEST-SOUTHWEST OF THE NORTHWEST PORCH CORNER OF
 AC0631'A HOUSE, AND O.2 M ABOVE THE GROUND SURFACE.
 AC0631
 AC0631                          STATION RECOVERY (2002)
 AC0631
 AC0631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (DW)
 AC0631'THIS IS GRAVITY BASE STATION 'EVERGLADES CITY 3', DOD 0157-2, IGB
 AC0631'08151 , GSS 081A10, NN 930.
 AC0631
 AC0631                          STATION RECOVERY (2004)
 AC0631
 AC0631'RECOVERY NOTE BY US POWER SQUADRON 2004
 AC0631'RECOVERED IN GOOD CONDITION.
 AC0631
 AC0631                          STATION RECOVERY (2008)
 AC0631
 AC0631'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AC0631'RECOVERED AS DESCRIBED.
 AC0631
 AC0631                          STATION RECOVERY (2013)
 AC0631
 AC0631'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0631'RECOVERED IN GOOD CONDITION.
 AC0631
 AC0631                          STATION RECOVERY (2015)
 AC0631
 AC0631'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC0631'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0633 ***********************************************************************
 AC0633  TIDAL BM    -  This is a Tidal Bench Mark.
 AC0633  DESIGNATION -  872 4948 TIDAL 5
 AC0633  PID         -  AC0633
 AC0633  STATE/COUNTY-  FL/COLLIER
 AC0633  COUNTRY     -  US
 AC0633  USGS QUAD   -  EVERGLADES CITY (2018)
 AC0633
 AC0633                         *CURRENT SURVEY CONTROL
 AC0633  ______________________________________________________________________
 AC0633* NAD 83(2011) POSITION- 25 51 26.92437(N) 081 23 18.39951(W)   ADJUSTED
 AC0633* NAD 83(2011) ELLIP HT-   -22.520 (meters)        (06/27/12)   ADJUSTED
 AC0633* NAD 83(2011) EPOCH   -  2010.00
 AC0633* NAVD 88 ORTHO HEIGHT -     1.045 (meters)        3.43  (feet) ADJUSTED
 AC0633  ______________________________________________________________________
 AC0633  GEOID HEIGHT    -        -23.598 (meters)                     GEOID18
 AC0633  NAD 83(2011) X  -    859,957.592 (meters)                     COMP
 AC0633  NAD 83(2011) Y  - -5,678,458.481 (meters)                     COMP
 AC0633  NAD 83(2011) Z  -  2,764,852.057 (meters)                     COMP
 AC0633  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 AC0633  DYNAMIC HEIGHT  -          1.044 (meters)        3.43  (feet) COMP
 AC0633  MODELED GRAVITY -    979,020.4   (mgal)                       NAVD 88
 AC0633
 AC0633  VERT ORDER      -  FIRST     CLASS II
 AC0633
 AC0633  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC0633  Standards:
 AC0633         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC0633            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC0633  -------------------------------------------------------------------
 AC0633  NETWORK    1.66   2.25           0.74   0.60   1.15      0.02101718
 AC0633  -------------------------------------------------------------------
 AC0633  Click here for local accuracies and other accuracy information.
 AC0633
 AC0633.The horizontal coordinates were established by GPS observations
 AC0633.and adjusted by the National Geodetic Survey in June 2012.
 AC0633
 AC0633.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC0633.been affixed to the stable North American tectonic plate. See 
 AC0633.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC0633
 AC0633.The horizontal coordinates are valid at the epoch date displayed above
 AC0633.which is a decimal equivalence of Year/Month/Day.
 AC0633
 AC0633.The orthometric height was determined by differential leveling and
 AC0633.adjusted by the NATIONAL GEODETIC SURVEY
 AC0633.in January 2013.
 AC0633
 AC0633.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0633.GEOID18 height accuracy estimate available here.
 AC0633
 AC0633.This Tidal Bench Mark is designated as VM 9714
 AC0633.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC0633
 AC0633.Click photographs - Photos may exist for this station.
 AC0633
 AC0633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC0633
 AC0633.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC0633
 AC0633.The ellipsoidal height was determined by GPS observations
 AC0633.and is referenced to NAD 83.
 AC0633
 AC0633.The dynamic height is computed by dividing the NAVD 88
 AC0633.geopotential number by the normal gravity value computed on the
 AC0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0633.degrees latitude (g = 980.6199 gals.).
 AC0633
 AC0633.The modeled gravity was interpolated from observed gravity values.
 AC0633
 AC0633. The following values were computed from the NAD 83(2011) position.
 AC0633
 AC0633;                    North         East     Units Scale Factor Converg.
 AC0633;SPC FL E     -   168,883.877   161,065.141   MT  0.99995989   -0 10 09.9
 AC0633;SPC FL E     -   554,079.85    528,427.88   sFT  0.99995989   -0 10 09.9
 AC0633;UTM  17      - 2,859,958.236   461,078.426   MT  0.99961870   -0 10 09.9
 AC0633
 AC0633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC0633!SPC FL E     -   1.00000354  x   0.99995989  =   0.99996343
 AC0633!UTM  17      -   1.00000354  x   0.99961870  =   0.99962224
 AC0633
 AC0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6107859958(NAD 83)
 AC0633
 AC0633|---------------------------------------------------------------------|
 AC0633| PID    Reference Object                     Distance      Geod. Az  |
 AC0633|                                                           dddmmss.s |
 AC0633| AC0634 872 4948 TIDAL E H 7                 46.685 METERS 19929     |
 AC0633|---------------------------------------------------------------------|
 AC0633
 AC0633                          SUPERSEDED SURVEY CONTROL
 AC0633
 AC0633  NAD 83(2007)-  25 51 26.92450(N)    081 23 18.40005(W) AD(2002.00) 0
 AC0633  ELLIP H (02/10/07)  -22.516  (m)                       GP(2002.00)    
 AC0633  NAD 83(1999)-  25 51 26.92457(N)    081 23 18.40020(W) AD(       ) 1
 AC0633  ELLIP H (12/12/02)  -22.496  (m)                       GP(       ) 4 1
 AC0633  NAVD 88               1.06   (m)            3.5    (f) LEVELING    3  
 AC0633  NAVD 88 (02/05/02)    1.055  (m)            3.46   (f) SUPERSEDED  1 2
 AC0633  NAVD 88 (09/04/92)    1.061  (m)            3.48   (f) SUPERSEDED  1 2
 AC0633  NAVD 88 (06/15/91)    1.068  (m)            3.50   (f) SUPERSEDED  1 2
 AC0633  NGVD 29 (??/??/92)    1.489  (m)            4.89   (f) SUPERSEDED  1 2
 AC0633  NGVD 29 (09/01/92)    1.479  (m)            4.85   (f) ADJUSTED    1 2
 AC0633
 AC0633.Superseded values are not recommended for survey control.
 AC0633
 AC0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0633.See file dsdata.pdf to determine how the superseded data were derived.
 AC0633
 AC0633_MARKER: DB = BENCH MARK DISK
 AC0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC0633_STAMPING: 5 1929
 AC0633_MARK LOGO: CGS
 AC0633_PROJECTION: PROJECTING 15 CENTIMETERS
 AC0633_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC0633+STABILITY: SURFACE MOTION
 AC0633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0633+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2013
 AC0633
 AC0633  HISTORY     - Date     Condition        Report By
 AC0633  HISTORY     - 1929     MONUMENTED       CGS
 AC0633  HISTORY     - 1965     GOOD             CGS
 AC0633  HISTORY     - 1978     GOOD             FLDNR
 AC0633  HISTORY     - 1979     GOOD             FLDNR
 AC0633  HISTORY     - 1984     GOOD             FLDNR
 AC0633  HISTORY     - 1990     GOOD             USPSQD
 AC0633  HISTORY     - 19920226 GOOD             NGS
 AC0633  HISTORY     - 20010625 GOOD             FOST
 AC0633  HISTORY     - 20020307 GOOD             MAPTEC
 AC0633  HISTORY     - 20050502 GOOD             USPSQD
 AC0633  HISTORY     - 20080308 GOOD             INDIV
 AC0633  HISTORY     - 20080712 GOOD             FLDEP
 AC0633  HISTORY     - 20130506 GOOD             FL-021
 AC0633  HISTORY     - 20150309 GOOD             GEOCAC
 AC0633
 AC0633                          STATION DESCRIPTION
 AC0633
 AC0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC0633'AT EVERGLADES.
 AC0633'AT EVERGLADES, ABOUT 0.25 MILE WEST ALONG BROADWAY FROM THE CITY
 AC0633'HALL, NEAR THE WEST EXTENSION OF BROADWAY AND NEAR THE NORTH
 AC0633'EXTENSION OF RIVERSIDE DRIVE, IN THE GRASSY MEDIAN THAT
 AC0633'SEPARATES BROADWAY, 32 FEET SOUTH OF THE CENTER LINE OF THE
 AC0633'WESTBOUND LANE OF BROADWAY, 25 FEET EAST OF THE CENTER LINE OF
 AC0633'RIVERSIDE DRIVE, 41 FEET EAST OF AND ACROSS RIVERSIDE DRIVE FROM
 AC0633'THE EAST BANK OF BARRON RIVER, 153 FEET NORTHEAST OF AND ACROSS
 AC0633'RIVESIDE DRIVE FROM BENCH MARK E H 7 (USE) DESCRIBED, ABOUT 1/2
 AC0633'FOOT ABOVE THE LEVEL OF BROADWAY, AND SET IN TOP OF A CONCRETE
 AC0633'POST PROJECTING 6 INCHES.
 AC0633
 AC0633                          STATION RECOVERY (1978)
 AC0633
 AC0633'RECOVERY NOTE BY FL DEPT OF NAT RES 1978
 AC0633'RECOVERED IN GOOD CONDITION.
 AC0633
 AC0633                          STATION RECOVERY (1979)
 AC0633
 AC0633'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AC0633'RECOVERED IN GOOD CONDITION.
 AC0633
 AC0633                          STATION RECOVERY (1984)
 AC0633
 AC0633'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC0633'RECOVERED IN GOOD CONDITION.
 AC0633
 AC0633                          STATION RECOVERY (1990)
 AC0633
 AC0633'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0633'RECOVERED IN GOOD CONDITION.
 AC0633
 AC0633                          STATION RECOVERY (1992)
 AC0633
 AC0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0633'IN EVERGLADES CITY, AT THE INTERSECTION OF BROADWAY BOULEVARD AND
 AC0633'RIVERSIDE DRIVE, 10.0 M (32.8 FT) SOUTH OF THE CENTER OF THE
 AC0633'WESTBOUND LANES OF THE BOULEVARD, 9.8 M (32.2 FT) EAST OF THE CENTER
 AC0633'OF RIVERSIDE DRIVE, 1.8 M (5.9 FT) SOUTHEAST OF A LAMP POST, 0.3 M
 AC0633'(1.0 FT) ABOVE THE LEVEL OF THE BOULEVARD, AND THE MONUMENT PROJECTS
 AC0633'O.2 M ABOVE THE GROUND SURFACE.
 AC0633
 AC0633                          STATION RECOVERY (2001)
 AC0633
 AC0633'RECOVERY NOTE BY CHARLEY FOSTER AND ASSOCIATES 2001 (JB)
 AC0633'THE MONUMENT WAS RECOVERED AS DESCRIBED.
 AC0633'
 AC0633
 AC0633                          STATION RECOVERY (2002)
 AC0633
 AC0633'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0633'RECOVERED AS DESCRIBED
 AC0633'
 AC0633
 AC0633                          STATION RECOVERY (2005)
 AC0633
 AC0633'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AC0633'RECOVERED IN GOOD CONDITION.
 AC0633
 AC0633                          STATION RECOVERY (2008)
 AC0633
 AC0633'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (HBH)
 AC0633'RECOVERED IN GOOD CONDITION.
 AC0633
 AC0633                          STATION RECOVERY (2008)
 AC0633
 AC0633'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AC0633'RECOVERED AS DESCRIBED.
 AC0633
 AC0633                          STATION RECOVERY (2013)
 AC0633
 AC0633'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0633'RECOVERED IN GOOD CONDITION.
 AC0633
 AC0633                          STATION RECOVERY (2015)
 AC0633
 AC0633'RECOVERY NOTE BY GEOCACHING 2015 (DEB)
 AC0633'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC0634 ***********************************************************************
 AC0634  CBN         -  This is a Cooperative Base Network Control Station.
 AC0634  TIDAL BM    -  This is a Tidal Bench Mark.
 AC0634  DESIGNATION -  872 4948 TIDAL E H 7
 AC0634  PID         -  AC0634
 AC0634  STATE/COUNTY-  FL/COLLIER
 AC0634  COUNTRY     -  US
 AC0634  USGS QUAD   -  EVERGLADES CITY (2018)
 AC0634
 AC0634                         *CURRENT SURVEY CONTROL
 AC0634  ______________________________________________________________________
 AC0634* NAD 83(2011) POSITION- 25 51 25.49421(N) 081 23 18.95873(W)   ADJUSTED
 AC0634* NAD 83(2011) ELLIP HT-   -23.120 (meters)        (06/27/12)   ADJUSTED
 AC0634* NAD 83(2011) EPOCH   -  2010.00
 AC0634* NAVD 88 ORTHO HEIGHT -     0.472 (meters)        1.55  (feet) ADJUSTED
 AC0634  ______________________________________________________________________
 AC0634  GEOID HEIGHT    -        -23.597 (meters)                     GEOID18
 AC0634  NAD 83(2011) X  -    859,944.990 (meters)                     COMP
 AC0634  NAD 83(2011) Y  - -5,678,479.257 (meters)                     COMP
 AC0634  NAD 83(2011) Z  -  2,764,812.190 (meters)                     COMP
 AC0634  LAPLACE CORR    -         -2.15  (seconds)                    DEFLEC18
 AC0634  DYNAMIC HEIGHT  -          0.471 (meters)        1.55  (feet) COMP
 AC0634  MODELED GRAVITY -    979,020.4   (mgal)                       NAVD 88
 AC0634
 AC0634  VERT ORDER      -  FIRST     CLASS II
 AC0634
 AC0634  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AC0634  Standards:
 AC0634         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AC0634            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AC0634  -------------------------------------------------------------------
 AC0634  NETWORK    0.73   1.72           0.31   0.29   0.88     -0.03656668
 AC0634  -------------------------------------------------------------------
 AC0634  Click here for local accuracies and other accuracy information.
 AC0634
 AC0634.The horizontal coordinates were established by GPS observations
 AC0634.and adjusted by the National Geodetic Survey in June 2012.
 AC0634
 AC0634.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AC0634.been affixed to the stable North American tectonic plate. See 
 AC0634.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AC0634
 AC0634.The horizontal coordinates are valid at the epoch date displayed above
 AC0634.which is a decimal equivalence of Year/Month/Day.
 AC0634
 AC0634.The orthometric height was determined by differential leveling and
 AC0634.adjusted by the NATIONAL GEODETIC SURVEY
 AC0634.in January 2013.
 AC0634
 AC0634.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC0634.GEOID18 height accuracy estimate available here.
 AC0634
 AC0634.This Tidal Bench Mark is designated as VM 17101
 AC0634.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC0634
 AC0634.Click photographs - Photos may exist for this station.
 AC0634
 AC0634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AC0634
 AC0634.The Laplace correction was computed from DEFLEC18 derived deflections.
 AC0634
 AC0634.The ellipsoidal height was determined by GPS observations
 AC0634.and is referenced to NAD 83.
 AC0634
 AC0634.The dynamic height is computed by dividing the NAVD 88
 AC0634.geopotential number by the normal gravity value computed on the
 AC0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC0634.degrees latitude (g = 980.6199 gals.).
 AC0634
 AC0634.The modeled gravity was interpolated from observed gravity values.
 AC0634
 AC0634. The following values were computed from the NAD 83(2011) position.
 AC0634
 AC0634;                    North         East     Units Scale Factor Converg.
 AC0634;SPC FL E     -   168,839.914   161,049.441   MT  0.99995990   -0 10 10.1
 AC0634;SPC FL E     -   553,935.62    528,376.37   sFT  0.99995990   -0 10 10.1
 AC0634;UTM  17      - 2,859,914.288   461,062.731   MT  0.99961872   -0 10 10.1
 AC0634
 AC0634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AC0634!SPC FL E     -   1.00000363  x   0.99995990  =   0.99996353
 AC0634!UTM  17      -   1.00000363  x   0.99961872  =   0.99962235
 AC0634
 AC0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ6106259914(NAD 83)
 AC0634
 AC0634|---------------------------------------------------------------------|
 AC0634| PID    Reference Object                     Distance      Geod. Az  |
 AC0634|                                                           dddmmss.s |
 AC0634| AC0633 872 4948 TIDAL 5                     46.685 METERS 01929     |
 AC0634|---------------------------------------------------------------------|
 AC0634
 AC0634                          SUPERSEDED SURVEY CONTROL
 AC0634
 AC0634  NAD 83(2007)-  25 51 25.49433(N)    081 23 18.95917(W) AD(2002.00) 0
 AC0634  ELLIP H (02/10/07)  -23.123  (m)                       GP(2002.00)    
 AC0634  NAD 83(1999)-  25 51 25.49448(N)    081 23 18.95948(W) AD(       ) A
 AC0634  ELLIP H (04/12/01)  -23.087  (m)                       GP(       ) 4 1
 AC0634  ELLIP H (06/02/94)  -23.033  (m)                       GP(       ) 3 1
 AC0634  NAD 83(1990)-  25 51 25.49282(N)    081 23 18.95958(W) AD(       ) B
 AC0634  ELLIP H (09/13/90)  -22.946  (m)                       GP(       ) 4 1
 AC0634  NAVD 88               0.48   (m)            1.6    (f) LEVELING    3  
 AC0634  NAVD 88 (09/04/92)    0.482  (m)            1.58   (f) SUPERSEDED  1 2
 AC0634  NAVD 88 (06/15/91)    0.494  (m)            1.62   (f) SUPERSEDED  1 2
 AC0634  NGVD 29 (??/??/92)    0.920  (m)            3.02   (f) SUPERSEDED  1 2
 AC0634  NGVD 29 (09/01/92)    0.902  (m)            2.96   (f) ADJUSTED    1 2
 AC0634  NGVD 29               0.96   (m)            3.1    (f) LEVELING    3  
 AC0634
 AC0634.Superseded values are not recommended for survey control.
 AC0634
 AC0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC0634.See file dsdata.pdf to determine how the superseded data were derived.
 AC0634
 AC0634_MARKER: DD = SURVEY DISK
 AC0634_SETTING: 9 = POST (STONE OR PRECAST CONCRETE)
 AC0634_STAMPING: E H 7 1962 JACKSONVILLE FLA
 AC0634_MARK LOGO: USACE
 AC0634_PROJECTION: FLUSH
 AC0634_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AC0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC0634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC0634+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2013
 AC0634
 AC0634  HISTORY     - Date     Condition        Report By
 AC0634  HISTORY     - 1962     MONUMENTED       USACE
 AC0634  HISTORY     - 1965     GOOD             CGS
 AC0634  HISTORY     - 1977     GOOD             FLDNR
 AC0634  HISTORY     - 1984     GOOD             FLDNR
 AC0634  HISTORY     - 1989     GOOD             NGS
 AC0634  HISTORY     - 1990     GOOD             USPSQD
 AC0634  HISTORY     - 19920226 GOOD             NGS
 AC0634  HISTORY     - 19920730 GOOD             DENI
 AC0634  HISTORY     - 19930210 GOOD             NGS
 AC0634  HISTORY     - 19990405 GOOD             FLDT
 AC0634  HISTORY     - 20011110 GOOD             GCYI
 AC0634  HISTORY     - 20020307 GOOD             MAPTEC
 AC0634  HISTORY     - 20080712 GOOD             FLDEP
 AC0634  HISTORY     - 20130506 GOOD             FL-021
 AC0634
 AC0634                          STATION DESCRIPTION
 AC0634
 AC0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AC0634'AT EVERGLADES.
 AC0634'AT EVERGLADES, ABOUT 0.25 MILE WEST ALONG BROADWAY FROM THE CITY
 AC0634'HALL, NEAR THE JUNCTION OF BROADWAY AND RIVERSIDE DRIVE, 150
 AC0634'FEET SOUTH OF THE EXTENDED CENTER LINE OF BROADWAY, 26.5 FEET
 AC0634'WEST OF THE CENTER LINE OF RIVERSIDE DRIVE, 8 FEET EAST OF THE
 AC0634'EAST BANK OF BARRON RIVER, 144 FEET NORTHWEST OF THE CENTER OF
 AC0634'THE JUNCTION OF RIVERSIDE DRIVE AND IXORA STREET, 153 FEET
 AC0634'SOUTHWEST OF TIDAL 5 DESCRIBED, ABOUT LEVEL WITH THE DRIVE AND
 AC0634'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AC0634
 AC0634                          STATION RECOVERY (1977)
 AC0634
 AC0634'RECOVERY NOTE BY FL DEPT OF NAT RES 1977
 AC0634'RECOVERED IN GOOD CONDITION.
 AC0634
 AC0634                          STATION RECOVERY (1984)
 AC0634
 AC0634'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC0634'RECOVERED IN GOOD CONDITION.
 AC0634
 AC0634                          STATION RECOVERY (1989)
 AC0634
 AC0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AC0634'THE STATION IS LOCATED ABOUT 0.40 KM (0.25 MI) WEST OF THE CITY HALL
 AC0634'AT EVERGLADES CITY, NEAR THE JUNCTION OF BROADWAY (AN EXTENSION OF
 AC0634'ROUTE 29) AND RIVERSIDE DRIVE AND AT THE EAST EDGE OF THE BARRON
 AC0634'RIVER.  OWNERSHIP--CITY OF EVERGLADES CITY.
 AC0634'TO REACH THE STATION FROM THE CITY HALL ON BROADWAY (HIGHWAY 29) AT
 AC0634'THE CENTER OF EVERGLADES CITY, WHICH IS LOCATED ABOUT 5.8 KM
 AC0634'(3.60 MI) SOUTH ALONG STATE ROUTE 29 FROM THE JUNCTION OF U.S. HIGHWAY
 AC0634'41 NORTH, GO WEST ALONG BROADWAY (EXTENSION OF HIGHWAY 29) FOR 0.40 KM
 AC0634'(0.25 MI) TO THE JUNCTION OF RIVERSIDE DRIVE AND THE EAST EDGE OF THE
 AC0634'BARRON RIVER AND THE STATION ON THE LEFT, ABOUT 46 M (150.9 FT) SOUTH
 AC0634'OF THE JUNCTION AND ON THE WEST SIDE OF RIVERSIDE DRIVE.
 AC0634'THE STATION IS FLUSH WITH GROUND. LOCATED 8.5 M (27.9 FT) WEST OF THE
 AC0634'APPROXIMATE CENTER OF RIVERSIDE DRIVE, 2.8 M (9.2 FT) EAST OF A STONE
 AC0634'SEAWALL OF THE RIVER, 4 M (13.1 FT) SOUTHEAST OF THE NORTH END OF A
 AC0634'SMALL WOODEN CATWALK, 32 M (105.0 FT) NORTH OF A TRIPLE GUYED
 AC0634'POWERLINE POLE, 46 M (150.9 FT) SOUTH OF AN EXTENDED CENTER OF
 AC0634'BROADWAY AVE., 44 M (144.4 FT) NORTH OF THE CENTERLINE OF IXORA STREET
 AC0634'AND 46.6 M (152.9 FT) SOUTHWEST OF 872 4948 TIDAL 5.
 AC0634'DESCRIBED BY G.F. SMITH.
 AC0634
 AC0634                          STATION RECOVERY (1990)
 AC0634
 AC0634'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC0634'RECOVERED IN GOOD CONDITION.
 AC0634
 AC0634                          STATION RECOVERY (1992)
 AC0634
 AC0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AC0634'IN EVERGLADES CITY, AT THE INTERSECTION OF BROADWAY BOULEVARD AND
 AC0634'RIVERSIDE DRIVE, 38.7 M (127.0 FT) SOUTH OF THE EXTENDED CENTER OF
 AC0634'THE EASTBOUND LANES OF THE BOULEVARD, 8.2 M (26.9 FT) WEST OF THE
 AC0634'CENTER OF THE DRIVE, 2.7 M (8.9 FT) EAST OF A SEA WALL, AND THE
 AC0634'MONUMENT IF FLUSH WITH THE GROUND SURFACE.
 AC0634
 AC0634                          STATION RECOVERY (1992)
 AC0634
 AC0634'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AC0634'RECOVERED IN GOOD CONDITION.
 AC0634
 AC0634                          STATION RECOVERY (1993)
 AC0634
 AC0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AC0634'STATION IS LOCATED ABOUT 0.40 KM (0.25 MI) WEST OF THE CITY HALL AT
 AC0634'EVERGLADES CITY, NEAR THE JUNCTION OF BROADWAY (AN EXTENSION OF STATE
 AC0634'HIGHWAY 29) AND RIVERSIDE DRIVE, AND AT THE EAST EDGE OF THE BARRON
 AC0634'RIVER. OWNERSHIP--CITY OF EVERGLADES CITY.
 AC0634'TO REACH THE STATION FROM THE CITY HALL ON BROADWAY (STATE HIGHWAY 29)
 AC0634'AT THE CENTER OF EVERGLADES CITY, WHICH IS LOCATED ABOUT 5.8 KM
 AC0634'(3.60 MI) SOUTH ALONG STATE HIGHWAY 29 FROM THE JUNCTION OF U.S.
 AC0634'HIGHWAY 41 NORTH, GO WEST ALONG BROADWAY (EXTENSION OF HIGHWAY 29),
 AC0634'FOR 0.40 KM (0.25 MI) TO THE JUNCTION OF RIVERSIDE DRIVE AND THE EAST
 AC0634'EDGE OF THE BARRON RIVER AND THE STATION ON THE LEFT, ABOUT 46 M
 AC0634'(150.9 FT) SOUTH OF THE JUNCTION AND ON THE WEST SIDE OF RIVERSIDE
 AC0634'DRIVE.
 AC0634'STATION IS A 25-CM SQUARE CONCRETE POST, AND IS FLUSH WITH THE GROUND
 AC0634'SURFACE. IT IS LOCATED 8.5 M (27.9 FT) WEST OF THE APPROXIMATE CENTER
 AC0634'OF RIVERSIDE DRIVE, 2.8 M (9.2 FT) EAST OF A STONE SEAWALL OF THE
 AC0634'RIVER, 32 M (105.0 FT) NORTH OF A TRIPLE GUYED POWERLINE POLE, 46 M
 AC0634'(150.9 FT) SOUTH OF AN EXTENDED CENTER OF BROADWAY AVENUE, 44 M
 AC0634'(144.4 FT) NORTH OF THE CENTERLINE OF IXORA STREET, AND 46.6 M
 AC0634'(152.9 FT) SOUTHWEST OF TIDAL 5 SURVEY MARK.
 AC0634
 AC0634                          STATION RECOVERY (1999)
 AC0634
 AC0634'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1999
 AC0634'RECOVERED AS DESCRIBED.
 AC0634
 AC0634                          STATION RECOVERY (2001)
 AC0634
 AC0634'RECOVERY NOTE BY G.C.Y., INCORPORATED 2001 (JD)
 AC0634'THE MONUMENT WAS RECOVERED AS DESCRIBED.
 AC0634'
 AC0634
 AC0634                          STATION RECOVERY (2002)
 AC0634
 AC0634'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AC0634'RECOVERED AS DESCRIBED
 AC0634'
 AC0634
 AC0634                          STATION RECOVERY (2008)
 AC0634
 AC0634'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AC0634'RECOVERED AS DESCRIBED.
 AC0634
 AC0634                          STATION RECOVERY (2013)
 AC0634
 AC0634'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC0634'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3262 ***********************************************************************
 AC3262  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3262  DESIGNATION -  872 4967 A TIDAL
 AC3262  PID         -  AC3262
 AC3262  STATE/COUNTY-  FL/COLLIER
 AC3262  COUNTRY     -  US
 AC3262  USGS QUAD   -  MARCO ISLAND (2018)
 AC3262
 AC3262                         *CURRENT SURVEY CONTROL
 AC3262  ______________________________________________________________________
 AC3262* NAD 83(1986) POSITION- 25 54 38.     (N) 081 43 29.     (W)   SCALED
 AC3262* NAVD 88 ORTHO HEIGHT -     1.594 (meters)        5.23  (feet) ADJUSTED
 AC3262  ______________________________________________________________________
 AC3262  GEOID HEIGHT    -        -23.128 (meters)                     GEOID18
 AC3262  DYNAMIC HEIGHT  -          1.592 (meters)        5.22  (feet) COMP
 AC3262  MODELED GRAVITY -    979,035.2   (mgal)                       NAVD 88
 AC3262
 AC3262  VERT ORDER      -  SECOND    CLASS I
 AC3262
 AC3262.The horizontal coordinates were scaled from a map and have
 AC3262.an estimated accuracy of +/- 6 seconds.
 AC3262
 AC3262.The orthometric height was determined by differential leveling and
 AC3262.adjusted by the NATIONAL GEODETIC SURVEY
 AC3262.in June 1991.
 AC3262
 AC3262.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3262.GEOID18 height accuracy estimate available here.
 AC3262
 AC3262.This Tidal Bench Mark is designated as VM 9736
 AC3262.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3262
 AC3262.Click photographs - Photos may exist for this station.
 AC3262
 AC3262.The dynamic height is computed by dividing the NAVD 88
 AC3262.geopotential number by the normal gravity value computed on the
 AC3262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3262.degrees latitude (g = 980.6199 gals.).
 AC3262
 AC3262.The modeled gravity was interpolated from observed gravity values.
 AC3262
 AC3262;                    North         East    Units  Estimated Accuracy
 AC3262;SPC FL E     -   174,910.      127,390.      MT  (+/- 180 meters Scaled)
 AC3262
 AC3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ274659(NAD 83)
 AC3262
 AC3262                          SUPERSEDED SURVEY CONTROL
 AC3262
 AC3262  NGVD 29 (09/01/92)    1.993  (m)            6.54   (f) ADJUSTED    2 1
 AC3262
 AC3262.Superseded values are not recommended for survey control.
 AC3262
 AC3262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3262.See file dsdata.pdf to determine how the superseded data were derived.
 AC3262
 AC3262_MARKER: DJ = TIDAL STATION DISK
 AC3262_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC3262_STAMPING: 4967 A 1979
 AC3262_MARK LOGO: NOS
 AC3262_PROJECTION: PROJECTING 5 CENTIMETERS
 AC3262_MAGNETIC: I = MARKER IS A STEEL ROD
 AC3262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3262_ROD/PIPE-DEPTH: 12.2 meters
 AC3262
 AC3262  HISTORY     - Date     Condition        Report By
 AC3262  HISTORY     - 1979     MONUMENTED       NOS
 AC3262  HISTORY     - 1979     GOOD             FLDNR
 AC3262  HISTORY     - 1984     GOOD             FLDNR
 AC3262  HISTORY     - 1990     POOR             USPSQD
 AC3262  HISTORY     - 1990     GOOD             USPSQD
 AC3262  HISTORY     - 20080611 MARK NOT FOUND   FLDEP
 AC3262  HISTORY     - 20130404 MARK NOT FOUND   FL-021
 AC3262
 AC3262                          STATION DESCRIPTION
 AC3262
 AC3262'DESCRIBED BY FL DEPT OF NAT RES 1979
 AC3262'2 MI SOUTH FROM MARCO.
 AC3262'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 953 AND COLLIER BOULEVARD,
 AC3262'PROCEED SOUTH 3.4 MILES ON COLLIER BOULEVARD TO DELTONA CORPORATION
 AC3262'PROPERTY AND THE LOCATION OF THE MARK. THE MARK BEARS 315 FEET NORTH
 AC3262'OF BM NO 7 1976, 1.0 FOOT EAST OF POWER POLE NO T2826, WHICH HAS A
 AC3262'WITNESS SIGN ATTATCHED, 3.5 FEET SOUTHEAST OF A GREEN TELEPHONE
 AC3262'JUNCTION BOX NO 1100-1, 74.0 FEET WEST SOUTHWEST OF THE CENTERPOINT
 AC3262'OF THE FIRST CROSSOVER AROUND THE BEND OF SOUTH COLLIER BOULEVARD.
 AC3262
 AC3262                          STATION RECOVERY (1984)
 AC3262
 AC3262'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3262'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  BEGIN AT THE
 AC3262'JUNCTION OF STATE ROAD 92 WITH STATE ROAD 951 (COLLIER BOULEVARD), GO
 AC3262'1.85 MILES SOUTHERLY ON COLLIER BOULEVARD TO THE MARK.
 AC3262
 AC3262                          STATION RECOVERY (1990)
 AC3262
 AC3262'RECOVERY NOTE BY US POWER SQUADRON 1990 (GRG)
 AC3262'MARK RECOVERED IN POOR CONDITION.
 AC3262
 AC3262                          STATION RECOVERY (1990)
 AC3262
 AC3262'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3262'RECOVERED IN GOOD CONDITION.
 AC3262
 AC3262                          STATION RECOVERY (2008)
 AC3262
 AC3262'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AC3262'NOT RECOVERED.  THE MARK WAS NOT FOUND DUE TO LOCATED AREA CHANGE.
 AC3262
 AC3262                          STATION RECOVERY (2013)
 AC3262
 AC3262'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3262'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3263 ***********************************************************************
 AC3263  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3263  DESIGNATION -  872 4967 B TIDAL
 AC3263  PID         -  AC3263
 AC3263  STATE/COUNTY-  FL/COLLIER
 AC3263  COUNTRY     -  US
 AC3263  USGS QUAD   -  MARCO ISLAND (2018)
 AC3263
 AC3263                         *CURRENT SURVEY CONTROL
 AC3263  ______________________________________________________________________
 AC3263* NAD 83(1986) POSITION- 25 54 39.86   (N) 081 43 30.27   (W)   HD_HELD1
 AC3263* NAVD 88 ORTHO HEIGHT -     1.607 (meters)        5.27  (feet) ADJUSTED
 AC3263  ______________________________________________________________________
 AC3263  GEOID HEIGHT    -        -23.128 (meters)                     GEOID18
 AC3263  DYNAMIC HEIGHT  -          1.604 (meters)        5.26  (feet) COMP
 AC3263  MODELED GRAVITY -    979,035.2   (mgal)                       NAVD 88
 AC3263
 AC3263  VERT ORDER      -  FIRST     CLASS II
 AC3263
 AC3263.The horizontal coordinates were determined by differentially corrected
 AC3263.hand held GPS observations or other comparable positioning techniques
 AC3263.and have an estimated accuracy of +/- 3 meters.
 AC3263
 AC3263.The orthometric height was determined by differential leveling and
 AC3263.adjusted by the NATIONAL GEODETIC SURVEY
 AC3263.in May 2013.
 AC3263
 AC3263.No vertical observational check was made to the station.
 AC3263
 AC3263.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3263.GEOID18 height accuracy estimate available here.
 AC3263
 AC3263.This Tidal Bench Mark is designated as VM 9737
 AC3263.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3263
 AC3263.Click photographs - Photos may exist for this station.
 AC3263
 AC3263.The dynamic height is computed by dividing the NAVD 88
 AC3263.geopotential number by the normal gravity value computed on the
 AC3263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3263.degrees latitude (g = 980.6199 gals.).
 AC3263
 AC3263.The modeled gravity was interpolated from observed gravity values.
 AC3263
 AC3263;                    North         East    Units  Estimated Accuracy
 AC3263;SPC FL E     -   174,964.2     127,355.6     MT  (+/- 3 meters HH1 GPS) 
 AC3263
 AC3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2738066036(NAD 83)
 AC3263
 AC3263                          SUPERSEDED SURVEY CONTROL
 AC3263
 AC3263  NAVD 88 (06/15/91)    1.605  (m)            5.27   (f) SUPERSEDED  2 1
 AC3263  NGVD 29 (09/01/92)    2.004  (m)            6.57   (f) ADJUSTED    2 1
 AC3263
 AC3263.Superseded values are not recommended for survey control.
 AC3263
 AC3263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3263.See file dsdata.pdf to determine how the superseded data were derived.
 AC3263
 AC3263_MARKER: DB = BENCH MARK DISK
 AC3263_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC3263_STAMPING: 4967 B 1979
 AC3263_MARK LOGO: NOS
 AC3263_PROJECTION: FLUSH
 AC3263_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3263+SATELLITE: SATELLITE OBSERVATIONS - 2008
 AC3263_ROD/PIPE-DEPTH: 14.6 meters
 AC3263
 AC3263  HISTORY     - Date     Condition        Report By
 AC3263  HISTORY     - 1979     MONUMENTED       NOS
 AC3263  HISTORY     - 1979     GOOD             FLDNR
 AC3263  HISTORY     - 1984     GOOD             FLDNR
 AC3263  HISTORY     - 1990     GOOD             USPSQD
 AC3263  HISTORY     - 2008     GOOD             FLDEP
 AC3263  HISTORY     - 2008     GOOD             FLDEP
 AC3263  HISTORY     - 20110921 GOOD             GEOCAC
 AC3263  HISTORY     - 20130404 GOOD             FL-021
 AC3263
 AC3263                          STATION DESCRIPTION
 AC3263
 AC3263'DESCRIBED BY FL DEPT OF NAT RES 1979
 AC3263'2 MI SOUTH FROM MARCO.
 AC3263'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 953 AND COLLIER BOULEVARD,
 AC3263'PROCEED SOUTH 3.4 MILES ON COLLIER AVENUE TO DELTONA CORPORATION
 AC3263'PROPERTY. MARK IS ABOUT 164 FEET EAST OF BM 4967A, 32.0 FEET NORTHEAST
 AC3263'OF THE CENTERLINE OF SOUTH COLLIER BOULEVARD NORTHBOUND LANE, 83.5
 AC3263'FEET SOUTH SOUTHEAST OF THE SOUTHEAST CORNER OF THE ISLAND CLUB
 AC3263'CONDOMINIUM (YELLOW STUCCO, 3 STORIES) 20.3 FEET SOUTHEAST OF THE MOST
 AC3263'SOUTHEAST CORNER OF THE BLACKTOP PARKING LOT, 2.5 FEET EAST OF A
 AC3263'CONCRETE POWERPOLE WITH A WITNESS SIGN FACING SOUTH COLLIER
 AC3263'BOULEVARD.
 AC3263
 AC3263                          STATION RECOVERY (1984)
 AC3263
 AC3263'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3263'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AC3263'JUNCTION OF STATE ROAD 92 WITH STATE ROAD 951 (COLLIER BOULEVARD), GO
 AC3263'1.9 MILES SOUTHERLY ON COLLIER BOULEVARD TO THE MARK.  THE MARK BEARS
 AC3263'83.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE ISLAND CLUB
 AC3263'CONDOMINIUM, 20.3 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AC3263'PARKING LOT, 2.5 FEET EAST OF A CONCRETE POWER POLE, AND 3 FEET EAST
 AC3263'OF A WITNESS POST.
 AC3263
 AC3263                          STATION RECOVERY (1990)
 AC3263
 AC3263'RECOVERY NOTE BY US POWER SQUADRON 1990 (JW)
 AC3263'RECOVERED IN GOOD CONDITION.
 AC3263
 AC3263                          STATION RECOVERY (2008)
 AC3263
 AC3263'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AC3263'THE MARK IS ABOUT 10.1 MI (16.3 KM) SOUTHWEST OF ROYAL PALM HAMMOCK,
 AC3263'9.7 MI (15.6 KM) SOUTH OF BELLE MEADE AND 4.2 MI (6.8 KM) SOUTH OF
 AC3263'MARCO, IN SECTION 20, TOWNSHIP 52 SOUTH, RANGE 26 EAST.
 AC3263'
 AC3263'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC3263'TRAIL) AND STATE HIGHWAY 951 (COLLIER BOULEVARD) IN NAPLES, GO SOUTH
 AC3263'ON STATE HIGHWAY 951 (COLLIER BOULEVARD) FOR 5.65 MI (9.1 KM) TO THE
 AC3263'JUNCTION OF COUNTY ROAD 952 ON THE RIGHT.  CONTINUE SOUTH ON STATE
 AC3263'HIGHWAY 951 (COLLIER BOULEVARD) FOR 2.65 MI (4.3 KM) TO THE
 AC3263'INTERSECTION OF BALD EAGLE DRIVE.  CONTINUE SOUTHWEST ON STATE HIGHWAY
 AC3263'951 (COLLIER BOULEVARD) FOR 1.55 MI (2.5 KM) TO THE JUNCTION OF SAN
 AC3263'MARCO ROAD ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 951 (COLLIER
 AC3263'BOULEVARD) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF SWALLOW AVENUE ON
 AC3263'THE LEFT.  CONTINUE SOUTHERLY ON STATE HIGHWAY 951 (COLLIER BOULEVARD)
 AC3263'FOR 0.15 MI (0.2 KM) TO THE MARK ON THE LEFT, A DISK CRIMPED ON THE
 AC3263'TOP OF A COPPER-CLAD STEEL ROD DRIVEN INTO THE GROUND FLUSH WITH THE
 AC3263'GROUND AND ABOUT LEVEL WITH COLLIER BOULEVARD WESTBOUND LANES.
 AC3263'
 AC3263'LOCATED 99.0 FT (30.2 M) EAST OF THE APPROXIMATE CENTERLINE OF A DRIVE
 AC3263'AT 941 (ISLAND CLUB CONDOMINIUM NUMBER 2), 31.7 FT (9.7 M) NORTH OF
 AC3263'THE CENTERLINE OF THE WESTBOUND LANES OF COLLIER BOULEVARD, 21.0 FT
 AC3263'(6.4 M) WEST OF THE APPROXIMATE CENTERLINE OF A DRIVE AT 951, 4.2 FT
 AC3263'(1.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A HIGH VOLTAGE BOX NUMBER
 AC3263'E1064, 4.0 FT (1.2 M) NORTH OF THE NORTH SIDE OF THE SIDEWALK, 3.0 FT
 AC3263'(0.9 M) EAST OF A METAL WITNESS POST, 2.5 FT (0.8 M) EAST OF A
 AC3263'CONCRETE POWER POLE NUMBER F0020B50 AND 1.0 FT (0.3 M) NORTH OF A
 AC3263'ROUND GREEN SPRINT CABLE BOX.
 AC3263'
 AC3263'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AC3263'MONUMENT
 AC3263
 AC3263                          STATION RECOVERY (2008)
 AC3263
 AC3263'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AC3263'THE MARK IS ABOUT 10.1 MI (16.3 KM) SOUTHWEST OF ROYAL PALM HAMMOCK,
 AC3263'9.7 MI (15.6 KM) SOUTH OF BELLE MEADE AND 4.2 MI (6.8 KM) SOUTH OF
 AC3263'MARCO, IN SECTION 20, TOWNSHIP 52 SOUTH, RANGE 26 EAST.
 AC3263'
 AC3263'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC3263'TRAIL) AND STATE HIGHWAY 951 (COLLIER BOULEVARD) IN NAPLES, GO SOUTH
 AC3263'ON STATE HIGHWAY 951 (COLLIER BOULEVARD) FOR 5.65 MI (9.1 KM) TO THE
 AC3263'JUNCTION OF COUNTY ROAD 952 ON THE RIGHT.  CONTINUE SOUTH ON STATE
 AC3263'HIGHWAY 951 (COLLIER BOULEVARD) FOR 2.65 MI (4.3 KM) TO THE
 AC3263'INTERSECTION OF BALD EAGLE DRIVE.  CONTINUE SOUTHWEST ON STATE HIGHWAY
 AC3263'951 (COLLIER BOULEVARD) FOR 1.55 MI (2.5 KM) TO THE JUNCTION OF SAN
 AC3263'MARCO ROAD ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 951 (COLLIER
 AC3263'BOULEVARD) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF SWALLOW AVENUE ON
 AC3263'THE LEFT.  CONTINUE SOUTHERLY ON STATE HIGHWAY 951 (COLLIER BOULEVARD)
 AC3263'FOR 0.15 MI (0.2 KM) TO THE MARK ON THE LEFT, A DISK CRIMPED ON THE
 AC3263'TOP OF A COPPER-CLAD STEEL ROD DRIVEN INTO THE GROUND FLUSH WITH THE
 AC3263'GROUND AND ABOUT LEVEL WITH COLLIER BOULEVARD WESTBOUND LANES.
 AC3263'
 AC3263'LOCATED 99.0 FT (30.2 M) EAST OF THE APPROXIMATE CENTERLINE OF A DRIVE
 AC3263'AT 941 (ISLAND CLUB CONDOMINIUM NUMBER 2), 31.7 FT (9.7 M) NORTH OF
 AC3263'THE CENTERLINE OF THE WESTBOUND LANES OF COLLIER BOULEVARD, 21.0 FT
 AC3263'(6.4 M) WEST OF THE APPROXIMATE CENTERLINE OF A DRIVE AT 951, 4.2 FT
 AC3263'(1.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A HIGH VOLTAGE BOX NUMBER
 AC3263'E1064, 4.0 FT (1.2 M) NORTH OF THE NORTH SIDE OF THE SIDEWALK, 3.0 FT
 AC3263'(0.9 M) EAST OF A METAL WITNESS POST, 2.5 FT (0.8 M) EAST OF A
 AC3263'CONCRETE POWER POLE NUMBER F0020B50 AND 1.0 FT (0.3 M) NORTH OF A
 AC3263'ROUND GREEN SPRINT CABLE BOX.
 AC3263'
 AC3263'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AC3263'MONUMENT
 AC3263
 AC3263                          STATION RECOVERY (2011)
 AC3263
 AC3263'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AC3263'RECOVERED IN GOOD CONDITION.
 AC3263
 AC3263                          STATION RECOVERY (2013)
 AC3263
 AC3263'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3263'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3264 ***********************************************************************
 AC3264  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3264  DESIGNATION -  872 4967 C TIDAL
 AC3264  PID         -  AC3264
 AC3264  STATE/COUNTY-  FL/COLLIER
 AC3264  COUNTRY     -  US
 AC3264  USGS QUAD   -  MARCO ISLAND (2018)
 AC3264
 AC3264                         *CURRENT SURVEY CONTROL
 AC3264  ______________________________________________________________________
 AC3264* NAD 83(1986) POSITION- 25 54 43.80   (N) 081 43 29.52   (W)   HD_HELD1
 AC3264* NAVD 88 ORTHO HEIGHT -     1.344 (meters)        4.41  (feet) ADJUSTED
 AC3264  ______________________________________________________________________
 AC3264  GEOID HEIGHT    -        -23.131 (meters)                     GEOID18
 AC3264  DYNAMIC HEIGHT  -          1.342 (meters)        4.40  (feet) COMP
 AC3264  MODELED GRAVITY -    979,035.3   (mgal)                       NAVD 88
 AC3264
 AC3264  VERT ORDER      -  FIRST     CLASS II
 AC3264
 AC3264.The horizontal coordinates were determined by differentially corrected
 AC3264.hand held GPS observations or other comparable positioning techniques
 AC3264.and have an estimated accuracy of +/- 3 meters.
 AC3264
 AC3264.The orthometric height was determined by differential leveling and
 AC3264.adjusted by the NATIONAL GEODETIC SURVEY
 AC3264.in May 2013.
 AC3264
 AC3264.No vertical observational check was made to the station.
 AC3264
 AC3264.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3264.GEOID18 height accuracy estimate available here.
 AC3264
 AC3264.This Tidal Bench Mark is designated as VM 10543
 AC3264.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3264
 AC3264.Click photographs - Photos may exist for this station.
 AC3264
 AC3264.The dynamic height is computed by dividing the NAVD 88
 AC3264.geopotential number by the normal gravity value computed on the
 AC3264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3264.degrees latitude (g = 980.6199 gals.).
 AC3264
 AC3264.The modeled gravity was interpolated from observed gravity values.
 AC3264
 AC3264;                    North         East    Units  Estimated Accuracy
 AC3264;SPC FL E     -   175,085.4     127,377.2     MT  (+/- 3 meters HH1 GPS) 
 AC3264
 AC3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2740166157(NAD 83)
 AC3264
 AC3264                          SUPERSEDED SURVEY CONTROL
 AC3264
 AC3264  NAVD 88 (06/15/91)    1.344  (m)            4.41   (f) SUPERSEDED  2 1
 AC3264  NGVD 29 (09/01/92)    1.743  (m)            5.72   (f) ADJUSTED    2 1
 AC3264
 AC3264.Superseded values are not recommended for survey control.
 AC3264
 AC3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3264.See file dsdata.pdf to determine how the superseded data were derived.
 AC3264
 AC3264_MARKER: DB = BENCH MARK DISK
 AC3264_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC3264_STAMPING: 4967 C 1979
 AC3264_MARK LOGO: NOS
 AC3264_PROJECTION: FLUSH
 AC3264_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC3264_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3264+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2008
 AC3264_ROD/PIPE-DEPTH: 19.5 meters
 AC3264
 AC3264  HISTORY     - Date     Condition        Report By
 AC3264  HISTORY     - 1979     MONUMENTED       NOS
 AC3264  HISTORY     - 1979     GOOD             FLDNR
 AC3264  HISTORY     - 1984     GOOD             FLDNR
 AC3264  HISTORY     - 1990     GOOD             USPSQD
 AC3264  HISTORY     - 20080629 GOOD             FLDEP
 AC3264  HISTORY     - 20110921 GOOD             GEOCAC
 AC3264  HISTORY     - 20130404 GOOD             FL-021
 AC3264
 AC3264                          STATION DESCRIPTION
 AC3264
 AC3264'DESCRIBED BY FL DEPT OF NAT RES 1979
 AC3264'2 MI SOUTH FROM MARCO.
 AC3264'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 953 AND COLLIER BOULEVARD,
 AC3264'PROCEED SOUTH 3.4 MILES ON COLLIER BOULEVARD TO DELTONA CORPORATION
 AC3264'PROPERTY. THE MARK BEARS 266 FEET NORTH OF BM 4967B, 39.9 FEET SOUTH
 AC3264'OF THE CENTERLINE OF SWALLOW AVENUE, 0.8 FEET SOUTH OF THE SOUTH EDGE
 AC3264'OF THE SIDEWALK, 80.9 FEET NORTH NORTHWEST OF THE NORTHEAST CORNER OF
 AC3264'THE ISLAND CLUB CONDOMINIUM (YELLOW STUCCO, 3 STORIES), AND 1.0 FEET
 AC3264'WEST OF A CONCRETE POWER POLE WITH A WITNESS SIGN FACING WEST.
 AC3264
 AC3264                          STATION RECOVERY (1984)
 AC3264
 AC3264'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3264'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AC3264'JUNCTION OF STATE ROAD 92 WITH STATE ROAD 951 (COLLIER BOULEVARD), GO
 AC3264'1.75 MILES SOUTHERLY ON COLLIER BOULEVARD TO THE JUNCTION OF SWALLOW
 AC3264'AVENUE, GO 0.1 MILE EAST ON SWALLOW AVENUE TO THE MARK.  THE MARK
 AC3264'BEARS 39.9 FEET SOUTH OF THE CENTERLINE OF SWALLOW AVENUE, 80.9 FEET
 AC3264'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE ISLAND CLUB
 AC3264'CONDOMINIUM, AND 1 FOOT WEST OF A CONCRETE POWER POLE AND METAL
 AC3264'WITNESS POST.
 AC3264
 AC3264                          STATION RECOVERY (1990)
 AC3264
 AC3264'RECOVERY NOTE BY US POWER SQUADRON 1990 (DW)
 AC3264'RECOVERED IN GOOD CONDITION.
 AC3264
 AC3264                          STATION RECOVERY (2008)
 AC3264
 AC3264'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AC3264'THE MARK IS ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF ROYAL PALM HAMMOCK,
 AC3264'9.6 MI (15.4 KM) SOUTH OF BELLE MEADE, 4.1 MI (6.6 KM) SOUTH OF MARCO,
 AC3264'IN SECTION 20, TOWNSHIP 52 SOUTH, RANGE 26 EAST.
 AC3264'
 AC3264'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AC3264'TRAIL) AND STATE HIGHWAY 951 (COLLIER BOULEVARD) IN NAPLES, GO SOUTH
 AC3264'ON STATE HIGHWAY 951 (COLLIER BOULEVARD) FOR 5.65 MI (9.1 KM) TO THE
 AC3264'JUNCTION OF COUNTY ROAD 952 ON THE RIGHT.  CONTINUE SOUTH ON STATE
 AC3264'HIGHWAY 951 (COLLIER BOULEVARD) FOR 2.65 MI (4.3 KM) TO THE
 AC3264'INTERSECTION OF BALD EAGLE DRIVE.  CONTINUE SOUTHWEST ON STATE HIGHWAY
 AC3264'951 (COLLIER BOULEVARD) FOR 1.55 MI (2.5 KM) TO THE JUNCTION OF SAN
 AC3264'MARCO ROAD ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 951 (COLLIER
 AC3264'BOULEVARD) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF SWALLOW AVENUE ON
 AC3264'THE LEFT.  TURN LEFT ON SWALLOW AVENUE AND GO EAST FOR 0.1 MI (0.2 KM)
 AC3264'TO THE MARK ON THE RIGHT, A DISK CRIMPED ON THE TOP OF A COPPER-CLAD
 AC3264'STEEL ROD DRIVEN INTO THE GROUND FLUSH WITH THE GROUND AND ABOUT 0.1
 AC3264'FT (0.0 M) ABOVE THE LEVEL OF SWALLOW AVENUE.
 AC3264'
 AC3264'LOCATED 96.0 FT (29.3 M) EAST OF THE APPROXIMATE CENTERLINE OF A DRIVE
 AC3264'AT 940 (ISLAND CLUB CONDOMINIUM NUMBER ONE), 39.9 FT (12.2 M) SOUTH OF
 AC3264'THE APPROXIMATE CENTERLINE OF SWALLOW AVENUE, 15.0 FT (4.6 M) WEST OF
 AC3264'THE APPROXIMATE CENTERLINE OF THE WEST ENTRANCE DRIVE TO 960 (THE
 AC3264'SWALLOWS CONDOMINIUM), 1.0 FT (0.3 M) WEST OF A CONCRETE POWER POLE
 AC3264'NUMBER 6681AA WITH ONE LIGHT ATTACHED, 0.9 FT (27 CM) SOUTH OF THE
 AC3264'SOUTH SIDE OF THE SIDEWALK AND 0.5 FT (15 CM) NORTHEAST OF A ROUND
 AC3264'GREEN TELECOMMUNICATIONS CABLE BOX.
 AC3264'
 AC3264'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AC3264'MONUMENT
 AC3264
 AC3264                          STATION RECOVERY (2011)
 AC3264
 AC3264'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AC3264'RECOVERED IN GOOD CONDITION.
 AC3264
 AC3264                          STATION RECOVERY (2013)
 AC3264
 AC3264'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3264'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3773 ***********************************************************************
 DN3773  DESIGNATION -  872 4967 D
 DN3773  PID         -  DN3773
 DN3773  STATE/COUNTY-  FL/COLLIER
 DN3773  COUNTRY     -  US
 DN3773  USGS QUAD   -  MARCO ISLAND (2018)
 DN3773
 DN3773                         *CURRENT SURVEY CONTROL
 DN3773  ______________________________________________________________________
 DN3773* NAD 83(1986) POSITION- 25 54 44.2    (N) 081 43 32.7    (W)   HD_HELD2
 DN3773* NAVD 88 ORTHO HEIGHT -     1.320 (meters)        4.33  (feet) ADJUSTED
 DN3773  ______________________________________________________________________
 DN3773  GEOID HEIGHT    -        -23.129 (meters)                     GEOID18
 DN3773  DYNAMIC HEIGHT  -          1.318 (meters)        4.32  (feet) COMP
 DN3773  MODELED GRAVITY -    979,035.2   (mgal)                       NAVD 88
 DN3773
 DN3773  VERT ORDER      -  FIRST     CLASS II
 DN3773
 DN3773.The horizontal coordinates were established by autonomous hand held GPS
 DN3773.observations and have an estimated accuracy of +/- 10 meters.
 DN3773
 DN3773.The orthometric height was determined by differential leveling and
 DN3773.adjusted by the NATIONAL GEODETIC SURVEY
 DN3773.in May 2013.
 DN3773
 DN3773.No vertical observational check was made to the station.
 DN3773
 DN3773.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3773.GEOID18 height accuracy estimate available here.
 DN3773
 DN3773.Click photographs - Photos may exist for this station.
 DN3773
 DN3773.The dynamic height is computed by dividing the NAVD 88
 DN3773.geopotential number by the normal gravity value computed on the
 DN3773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3773.degrees latitude (g = 980.6199 gals.).
 DN3773
 DN3773.The modeled gravity was interpolated from observed gravity values.
 DN3773
 DN3773;                    North         East    Units  Estimated Accuracy
 DN3773;SPC FL E     -   175,098.      127,289.      MT  (+/- 10 meters HH2 GPS)
 DN3773
 DN3773_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2731366170(NAD 83)
 DN3773
 DN3773                          SUPERSEDED SURVEY CONTROL
 DN3773
 DN3773.No superseded survey control is available for this station.
 DN3773
 DN3773_MARKER: DD = SURVEY DISK
 DN3773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3773_STAMPING: 4967 D 2008
 DN3773_MARK LOGO: FLDEP
 DN3773_PROJECTION: RECESSED 5 CENTIMETERS
 DN3773_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3773+STABILITY: SURFACE MOTION
 DN3773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3773+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 DN3773
 DN3773  HISTORY     - Date     Condition        Report By
 DN3773  HISTORY     - 20080629 MONUMENTED       FLDEP
 DN3773  HISTORY     - 20131003 GOOD             FL-021
 DN3773
 DN3773                          STATION DESCRIPTION
 DN3773
 DN3773'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3773'THE MARK IS ABOUT 10.0 MI (16.1 KM) SOUTHWEST OF ROYAL PALM HAMMOCK,
 DN3773'9.6 MI (15.4 KM) SOUTH OF BELLE MEADE, 4.1 MI (6.6 KM) SOUTH OF MARCO,
 DN3773'IN SECTION 20, TOWNSHIP 52 SOUTH, RANGE 26 EAST.
 DN3773'
 DN3773'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3773'TRAIL) AND STATE HIGHWAY 951 (COLLIER BOULEVARD) IN NAPLES, GO SOUTH
 DN3773'ON STATE HIGHWAY 951 (COLLIER BOULEVARD) FOR 5.65 MI (9.1 KM) TO THE
 DN3773'JUNCTION OF COUNTY ROAD 952 ON THE RIGHT.  CONTINUE SOUTH ON STATE
 DN3773'HIGHWAY 951 (COLLIER BOULEVARD) FOR 2.65 MI (4.3 KM) TO THE
 DN3773'INTERSECTION OF BALD EAGLE DRIVE.  CONTINUE SOUTHWEST ON STATE HIGHWAY
 DN3773'951 (COLLIER BOULEVARD) FOR 1.55 MI (2.5 KM) TO THE JUNCTION OF SAN
 DN3773'MARCO ROAD ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 951 (COLLIER
 DN3773'BOULEVARD) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF SWALLOW AVENUE ON
 DN3773'THE LEFT.  TURN LEFT ON SWALLOW AVENUE AND GO EAST FOR 0.05 MI (0.1
 DN3773'KM) TO THE JUNCTION OF SEA GRAPE DRIVE ON THE LEFT AND THE MARK ON THE
 DN3773'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6
 DN3773'CM) BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF SWALLOW
 DN3773'AVENUE.
 DN3773'
 DN3773'LOCATED 46.0 FT (14.0 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DN3773'ENTRANCE TO SOUTH MARCO BEACH PARKING LOT, 38.5 FT (11.7 M) SOUTH OF
 DN3773'THE APPROXIMATE CENTERLINE OF SWALLOW AVENUE, 32.0 FT (9.8 M) WEST OF
 DN3773'THE EXTENDED CENTERLINE OF SEA GRAPE DRIVE, 3.6 FT (1.1 M) WEST OF A
 DN3773'SQUARE CONCRETE POWER POLE NUMBER 6958, 3.5 FT (1.1 M) WEST OF A
 DN3773'CARSONITE WITNESS POST, 1.7 FT (0.5 M) SOUTH OF THE SOUTH SIDE OF THE
 DN3773'SIDEWALK AND 1.1 FT (0.3 M) NORTH OF A 4.0 FT (1.2 M) TALL CHAIN LINK
 DN3773'FENCE.
 DN3773'
 DN3773'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DN3773'MONUMENT.
 DN3773
 DN3773                          STATION RECOVERY (2013)
 DN3773
 DN3773'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3773'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3772 ***********************************************************************
 DN3772  DESIGNATION -  872 4967 E
 DN3772  PID         -  DN3772
 DN3772  STATE/COUNTY-  FL/COLLIER
 DN3772  COUNTRY     -  US
 DN3772  USGS QUAD   -  MARCO ISLAND (2018)
 DN3772
 DN3772                         *CURRENT SURVEY CONTROL
 DN3772  ______________________________________________________________________
 DN3772* NAD 83(1986) POSITION- 25 54 45.1    (N) 081 43 35.7    (W)   HD_HELD2
 DN3772* NAVD 88 ORTHO HEIGHT -     1.465 (meters)        4.81  (feet) ADJUSTED
 DN3772  ______________________________________________________________________
 DN3772  GEOID HEIGHT    -        -23.129 (meters)                     GEOID18
 DN3772  DYNAMIC HEIGHT  -          1.462 (meters)        4.80  (feet) COMP
 DN3772  MODELED GRAVITY -    979,035.3   (mgal)                       NAVD 88
 DN3772
 DN3772  VERT ORDER      -  FIRST     CLASS II
 DN3772
 DN3772.The horizontal coordinates were established by autonomous hand held GPS
 DN3772.observations and have an estimated accuracy of +/- 10 meters.
 DN3772
 DN3772.The orthometric height was determined by differential leveling and
 DN3772.adjusted by the NATIONAL GEODETIC SURVEY
 DN3772.in May 2013.
 DN3772
 DN3772.No vertical observational check was made to the station.
 DN3772
 DN3772.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3772.GEOID18 height accuracy estimate available here.
 DN3772
 DN3772.Click photographs - Photos may exist for this station.
 DN3772
 DN3772.The dynamic height is computed by dividing the NAVD 88
 DN3772.geopotential number by the normal gravity value computed on the
 DN3772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3772.degrees latitude (g = 980.6199 gals.).
 DN3772
 DN3772.The modeled gravity was interpolated from observed gravity values.
 DN3772
 DN3772;                    North         East    Units  Estimated Accuracy
 DN3772;SPC FL E     -   175,126.      127,205.      MT  (+/- 10 meters HH2 GPS)
 DN3772
 DN3772_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2723066198(NAD 83)
 DN3772
 DN3772                          SUPERSEDED SURVEY CONTROL
 DN3772
 DN3772.No superseded survey control is available for this station.
 DN3772
 DN3772_MARKER: DD = SURVEY DISK
 DN3772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3772_STAMPING: 4967 E 2008
 DN3772_MARK LOGO: FLDEP
 DN3772_PROJECTION: RECESSED 5 CENTIMETERS
 DN3772_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3772+STABILITY: SURFACE MOTION
 DN3772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3772+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 DN3772
 DN3772  HISTORY     - Date     Condition        Report By
 DN3772  HISTORY     - 20080629 MONUMENTED       FLDEP
 DN3772  HISTORY     - 20131003 GOOD             FL-021
 DN3772
 DN3772                          STATION DESCRIPTION
 DN3772
 DN3772'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3772'THE MARK IS ABOUT 10.1 MI (16.3 KM) WEST-SOUTHWEST OF ROYAL PALM
 DN3772'HAMMOCK, 9.6 MI (15.4 KM) SOUTH OF BELLE MEADE, 4.1 MI (6.6 KM) SOUTH
 DN3772'OF MARCO, IN SECTION 20, TOWNSHIP 52 SOUTH, RANGE 26 EAST.
 DN3772'
 DN3772'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3772'TRAIL) AND STATE HIGHWAY 951 (COLLIER BOULEVARD) IN NAPLES, GO SOUTH
 DN3772'ON STATE HIGHWAY 951 (COLLIER BOULEVARD) FOR 5.65 MI (9.1 KM) TO THE
 DN3772'JUNCTION OF COUNTY ROAD 952 ON THE RIGHT.  CONTINUE SOUTH ON STATE
 DN3772'HIGHWAY 951 (COLLIER BOULEVARD) FOR 2.65 MI (4.3 KM) TO THE
 DN3772'INTERSECTION OF BALD EAGLE DRIVE.  CONTINUE SOUTHWEST ON STATE HIGHWAY
 DN3772'951 (COLLIER BOULEVARD) FOR 1.55 MI (2.5 KM) TO THE JUNCTION OF SAN
 DN3772'MARCO ROAD ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 951 (COLLIER
 DN3772'BOULEVARD) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF SWALLOW AVENUE ON
 DN3772'THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DN3772'MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE GROUND AND ABOUT 1.5 FT (0.5
 DN3772'M) ABOVE THE LEVEL OF SWALLOW AVENUE.
 DN3772'
 DN3772'LOCATED 78.8 FT (24.0 M) EAST OF THE CENTERLINE OF SOUTH COLLIER
 DN3772'BOULEVARD, 72.7 FT (22.2 M) WEST OF THE ENTRANCE TO GENE SARAZEN PARK,
 DN3772'44.0 FT (13.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF SWALLOW
 DN3772'AVENUE, 7.0 FT (2.1 M) SOUTH OF THE SOUTH SIDE OF THE SIDEWALK, 4.7 FT
 DN3772'(1.4 M) SOUTH OF A SQUARE CONCRETE POWER POLE NUMBER R388A WITH THREE
 DN3772'TRANSFORMER AND TWO GUY WIRES ATTACHED AND 4.6 FT (1.4 M) SOUTH OF A
 DN3772'CARSONITE WITNESS POST.
 DN3772'
 DN3772'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DN3772'MONUMENT.
 DN3772
 DN3772                          STATION RECOVERY (2013)
 DN3772
 DN3772'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3772'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3774 ***********************************************************************
 DN3774  DESIGNATION -  872 4967 F
 DN3774  PID         -  DN3774
 DN3774  STATE/COUNTY-  FL/COLLIER
 DN3774  COUNTRY     -  US
 DN3774  USGS QUAD   -  MARCO ISLAND (2018)
 DN3774
 DN3774                         *CURRENT SURVEY CONTROL
 DN3774  ______________________________________________________________________
 DN3774* NAD 83(1986) POSITION- 25 54 40.3    (N) 081 43 33.1    (W)   HD_HELD2
 DN3774* NAVD 88 ORTHO HEIGHT -     1.547 (meters)        5.08  (feet) ADJUSTED
 DN3774  ______________________________________________________________________
 DN3774  GEOID HEIGHT    -        -23.127 (meters)                     GEOID18
 DN3774  DYNAMIC HEIGHT  -          1.545 (meters)        5.07  (feet) COMP
 DN3774  MODELED GRAVITY -    979,035.2   (mgal)                       NAVD 88
 DN3774
 DN3774  VERT ORDER      -  FIRST     CLASS II
 DN3774
 DN3774.The horizontal coordinates were established by autonomous hand held GPS
 DN3774.observations and have an estimated accuracy of +/- 10 meters.
 DN3774
 DN3774.The orthometric height was determined by differential leveling and
 DN3774.adjusted by the NATIONAL GEODETIC SURVEY
 DN3774.in May 2013.
 DN3774
 DN3774.No vertical observational check was made to the station.
 DN3774
 DN3774.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3774.GEOID18 height accuracy estimate available here.
 DN3774
 DN3774.Click photographs - Photos may exist for this station.
 DN3774
 DN3774.The dynamic height is computed by dividing the NAVD 88
 DN3774.geopotential number by the normal gravity value computed on the
 DN3774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3774.degrees latitude (g = 980.6199 gals.).
 DN3774
 DN3774.The modeled gravity was interpolated from observed gravity values.
 DN3774
 DN3774;                    North         East    Units  Estimated Accuracy
 DN3774;SPC FL E     -   174,978.      127,277.      MT  (+/- 10 meters HH2 GPS)
 DN3774
 DN3774_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2730166050(NAD 83)
 DN3774
 DN3774                          SUPERSEDED SURVEY CONTROL
 DN3774
 DN3774.No superseded survey control is available for this station.
 DN3774
 DN3774_MARKER: DD = SURVEY DISK
 DN3774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3774_STAMPING: 4967 F 2008
 DN3774_MARK LOGO: FLDEP
 DN3774_PROJECTION: RECESSED 5 CENTIMETERS
 DN3774_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3774+STABILITY: SURFACE MOTION
 DN3774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3774+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 DN3774
 DN3774  HISTORY     - Date     Condition        Report By
 DN3774  HISTORY     - 20080629 MONUMENTED       FLDEP
 DN3774  HISTORY     - 20131003 GOOD             FL-021
 DN3774
 DN3774                          STATION DESCRIPTION
 DN3774
 DN3774'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3774'THE MARK IS ABOUT 10.1 MI (16.3 KM) SOUTHWEST OF ROYAL PALM HAMMOCK,
 DN3774'9.7 MI (15.6 KM) SOUTH OF BELLE MEADE, 4.2 MI (6.8 KM) SOUTH OF MARCO,
 DN3774'IN SECTION 20, TOWNSHIP 52 SOUTH, RANGE 26 EAST.
 DN3774'
 DN3774'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3774'TRAIL) AND STATE HIGHWAY 951 (COLLIER BOULEVARD) IN NAPLES, GO SOUTH
 DN3774'ON STATE HIGHWAY 951 (COLLIER BOULEVARD) FOR 5.65 MI (9.1 KM) TO THE
 DN3774'JUNCTION OF COUNTY ROAD 952 ON THE RIGHT.  CONTINUE SOUTH ON STATE
 DN3774'HIGHWAY 951 (COLLIER BOULEVARD) FOR 2.65 MI (4.3 KM) TO THE
 DN3774'INTERSECTION OF BALD EAGLE DRIVE.  CONTINUE SOUTHWEST ON STATE HIGHWAY
 DN3774'951 (COLLIER BOULEVARD) FOR 1.55 MI (2.5 KM) TO THE JUNCTION OF SAN
 DN3774'MARCO ROAD ON THE LEFT.  CONTINUE SOUTH ON STATE HIGHWAY 951 (COLLIER
 DN3774'BOULEVARD) FOR 1.7 MI (2.7 KM) TO THE JUNCTION OF SWALLOW AVENUE ON
 DN3774'THE LEFT.  CONTINUE SOUTHERLY ON STATE HIGHWAY 951 (COLLIER BOULEVARD)
 DN3774'FOR 0.15 MI (0.2 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A
 DN3774'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH
 DN3774'COLLIER BOULEVARD WESTBOUND LANES.
 DN3774'
 DN3774'LOCATED 236.0 FT (71.9 M) WEST OF TIDAL MARK 4967 B 1978, 137.0 FT
 DN3774'(41.8 M) WEST OF THE ENTRANCE TO A DRIVE AT 941 (ISLAND CLUB NUMBER
 DN3774'2), 131.0 FT (39.9 M) EAST OF THE EXTENDED CENTERLINE OF CAPE MARCO
 DN3774'DRIVE, 38.0 FT (11.6 M) NORTH OF THE CENTERLINE OF SOUTH COLLIER
 DN3774'BOULEVARD, 9.9 FT (3.0 M) NORTH OF THE NORTH SIDE OF THE SIDEWALK, 2.4
 DN3774'FT (0.7 M) SOUTH-SOUTHEAST OF A WOODEN POWER POLE NUMBER T19265 WITH
 DN3774'ONE TRANSFORMER ATTACHED AND 2.3 FT (0.7 M) SOUTH-SOUTHEAST OF A
 DN3774'CARSONITE WITNESS POST.
 DN3774'
 DN3774'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DN3774'MONUMENT
 DN3774
 DN3774                          STATION RECOVERY (2013)
 DN3774
 DN3774'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3774'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3259 ***********************************************************************
 AC3259  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3259  DESIGNATION -  872 4967 TIDAL 1
 AC3259  PID         -  AC3259
 AC3259  STATE/COUNTY-  FL/COLLIER
 AC3259  COUNTRY     -  US
 AC3259  USGS QUAD   -  MARCO ISLAND (2018)
 AC3259
 AC3259                         *CURRENT SURVEY CONTROL
 AC3259  ______________________________________________________________________
 AC3259* NAD 83(1986) POSITION- 25 54 31.     (N) 081 43 39.     (W)   SCALED
 AC3259* NAVD 88 ORTHO HEIGHT -     2.252 (meters)        7.39  (feet) ADJUSTED
 AC3259  ______________________________________________________________________
 AC3259  GEOID HEIGHT    -        -23.119 (meters)                     GEOID18
 AC3259  DYNAMIC HEIGHT  -          2.248 (meters)        7.38  (feet) COMP
 AC3259  MODELED GRAVITY -    979,035.1   (mgal)                       NAVD 88
 AC3259
 AC3259  VERT ORDER      -  SECOND    CLASS I
 AC3259
 AC3259.The horizontal coordinates were scaled from a map and have
 AC3259.an estimated accuracy of +/- 6 seconds.
 AC3259
 AC3259.The orthometric height was determined by differential leveling and
 AC3259.adjusted by the NATIONAL GEODETIC SURVEY
 AC3259.in June 1991.
 AC3259
 AC3259.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3259.GEOID18 height accuracy estimate available here.
 AC3259
 AC3259.This Tidal Bench Mark is designated as VM 9733
 AC3259.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3259
 AC3259.Click photographs - Photos may exist for this station.
 AC3259
 AC3259.The dynamic height is computed by dividing the NAVD 88
 AC3259.geopotential number by the normal gravity value computed on the
 AC3259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3259.degrees latitude (g = 980.6199 gals.).
 AC3259
 AC3259.The modeled gravity was interpolated from observed gravity values.
 AC3259
 AC3259;                    North         East    Units  Estimated Accuracy
 AC3259;SPC FL E     -   174,690.      127,110.      MT  (+/- 180 meters Scaled)
 AC3259
 AC3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ271657(NAD 83)
 AC3259
 AC3259                          SUPERSEDED SURVEY CONTROL
 AC3259
 AC3259  NGVD 29 (09/01/92)    2.651  (m)            8.70   (f) ADJUSTED    2 1
 AC3259
 AC3259.Superseded values are not recommended for survey control.
 AC3259
 AC3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3259.See file dsdata.pdf to determine how the superseded data were derived.
 AC3259
 AC3259_MARKER: DJ = TIDAL STATION DISK
 AC3259_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AC3259_SP_SET: PAD
 AC3259_STAMPING: NO 1 1976
 AC3259_MARK LOGO: NOS
 AC3259_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3259
 AC3259  HISTORY     - Date     Condition        Report By
 AC3259  HISTORY     - 1976     MONUMENTED       NOS
 AC3259  HISTORY     - 1979     GOOD             FLDNR
 AC3259  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AC3259  HISTORY     - 20130404 MARK NOT FOUND   FL-021
 AC3259
 AC3259                          STATION DESCRIPTION
 AC3259
 AC3259'DESCRIBED BY FL DEPT OF NAT RES 1979
 AC3259'2 MI SOUTH FROM MARCO.
 AC3259'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 953 AND COLLIER BOULEVARD,
 AC3259'PROCEED SOUTH 3.4 MILES ON COLLIER BOULEVARD TO DELTONA CORPORATION
 AC3259'PROPERTY. THE MARK BEARS 78 FEET EAST OF INSIDE EDGE OF SEAWALL, 42
 AC3259'FEET NORTHEAST OF LIGHT POLE NUMBER 51071A, 20.5 FEET SOUTH OF STEPS
 AC3259'TO WAREHOUSE BUILDING NUMBER 12906, AND 3 FEET WEST OF SOUTHWEST
 AC3259'CORNER OF WAREHOUSE BUILDING.
 AC3259
 AC3259                          STATION RECOVERY (1990)
 AC3259
 AC3259'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3259'MARK NOT FOUND.
 AC3259
 AC3259                          STATION RECOVERY (2013)
 AC3259
 AC3259'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3259'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3261 ***********************************************************************
 AC3261  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3261  DESIGNATION -  872 4967 TIDAL 7
 AC3261  PID         -  AC3261
 AC3261  STATE/COUNTY-  FL/COLLIER
 AC3261  COUNTRY     -  US
 AC3261  USGS QUAD   -  MARCO ISLAND (2018)
 AC3261
 AC3261                         *CURRENT SURVEY CONTROL
 AC3261  ______________________________________________________________________
 AC3261* NAD 83(1986) POSITION- 25 54 36.     (N) 081 43 28.     (W)   SCALED
 AC3261* NAVD 88 ORTHO HEIGHT -     1.211 (meters)        3.97  (feet) ADJUSTED
 AC3261  ______________________________________________________________________
 AC3261  GEOID HEIGHT    -        -23.127 (meters)                     GEOID18
 AC3261  DYNAMIC HEIGHT  -          1.209 (meters)        3.97  (feet) COMP
 AC3261  MODELED GRAVITY -    979,035.1   (mgal)                       NAVD 88
 AC3261
 AC3261  VERT ORDER      -  SECOND    CLASS I
 AC3261
 AC3261.The horizontal coordinates were scaled from a map and have
 AC3261.an estimated accuracy of +/- 6 seconds.
 AC3261
 AC3261.The orthometric height was determined by differential leveling and
 AC3261.adjusted by the NATIONAL GEODETIC SURVEY
 AC3261.in June 1991.
 AC3261
 AC3261.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3261.GEOID18 height accuracy estimate available here.
 AC3261
 AC3261.This Tidal Bench Mark is designated as VM 9735
 AC3261.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3261
 AC3261.Click photographs - Photos may exist for this station.
 AC3261
 AC3261.The dynamic height is computed by dividing the NAVD 88
 AC3261.geopotential number by the normal gravity value computed on the
 AC3261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3261.degrees latitude (g = 980.6199 gals.).
 AC3261
 AC3261.The modeled gravity was interpolated from observed gravity values.
 AC3261
 AC3261;                    North         East    Units  Estimated Accuracy
 AC3261;SPC FL E     -   174,850.      127,420.      MT  (+/- 180 meters Scaled)
 AC3261
 AC3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ274659(NAD 83)
 AC3261
 AC3261                          SUPERSEDED SURVEY CONTROL
 AC3261
 AC3261  NGVD 29 (09/01/92)    1.610  (m)            5.28   (f) ADJUSTED    2 1
 AC3261
 AC3261.Superseded values are not recommended for survey control.
 AC3261
 AC3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3261.See file dsdata.pdf to determine how the superseded data were derived.
 AC3261
 AC3261_MARKER: DJ = TIDAL STATION DISK
 AC3261_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AC3261_STAMPING: NO 7 1976
 AC3261_MARK LOGO: NOS
 AC3261_PROJECTION: FLUSH
 AC3261_MAGNETIC: I = MARKER IS A STEEL ROD
 AC3261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3261_ROD/PIPE-DEPTH: 12.2 meters
 AC3261
 AC3261  HISTORY     - Date     Condition        Report By
 AC3261  HISTORY     - 1976     MONUMENTED       NOS
 AC3261  HISTORY     - 1979     GOOD             FLDNR
 AC3261  HISTORY     - 1984     GOOD             FLDNR
 AC3261  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AC3261  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AC3261  HISTORY     - 20130404 MARK NOT FOUND   FL-021
 AC3261
 AC3261                          STATION DESCRIPTION
 AC3261
 AC3261'DESCRIBED BY FL DEPT OF NAT RES 1979
 AC3261'2 MI SOUTH FROM MARCO.
 AC3261'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 953 AND COLLIER BOULEVARD,
 AC3261'PROCEED SOUTH 3.4 MILES ON COLLIER BOULEVARD TO DELTONA CORPORATION
 AC3261'PROPERTY. THE MARK BEARS 66 FEET WEST OF CENTERLINE OF PAVED ACCESS
 AC3261'ROAD FROM COLLIER BOULEVARD, 1.3 FEET SOUTH OF POWER POLE WITH WITNESS
 AC3261'SIGN, AND FLUSH WITH GROUND LEVEL.
 AC3261
 AC3261                          STATION RECOVERY (1984)
 AC3261
 AC3261'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AC3261'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  BEGIN AT THE
 AC3261'JUNCTION OF STATE ROAD 92 WITH STATE ROAD 951 (COLLIER BOULEVARD), GO
 AC3261'1.85 MILES SOUTHERLY ON COLLIER BOULEVARD TO A PAVED ROAD LEADING
 AC3261'SOUTH TO SOME ABANDONED WAREHOUSES, GO 0.1 MILE SOUTH ON THE PAVED
 AC3261'ROAD TO A 90-DEGREE TURN AND THE MARK.
 AC3261
 AC3261                          STATION RECOVERY (1990)
 AC3261
 AC3261'RECOVERY NOTE BY US POWER SQUADRON 1990 (SG)
 AC3261'MARK NOT FOUND.
 AC3261
 AC3261                          STATION RECOVERY (1990)
 AC3261
 AC3261'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3261'MARK NOT FOUND.
 AC3261
 AC3261                          STATION RECOVERY (2013)
 AC3261
 AC3261'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3261'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9960 ***********************************************************************
 DR9960  DESIGNATION -  872 4972 A
 DR9960  PID         -  DR9960
 DR9960  STATE/COUNTY-  FL/COLLIER
 DR9960  COUNTRY     -  US
 DR9960  USGS QUAD   -  MARCO ISLAND (2018)
 DR9960
 DR9960                         *CURRENT SURVEY CONTROL
 DR9960  ______________________________________________________________________
 DR9960* NAD 83(1986) POSITION- 25 55 15.82   (N) 081 38 47.60   (W)   HD_HELD1
 DR9960* NAVD 88 ORTHO HEIGHT -     1.382 (meters)        4.53  (feet) ADJUSTED
 DR9960  ______________________________________________________________________
 DR9960  GEOID HEIGHT    -        -23.273 (meters)                     GEOID18
 DR9960  DYNAMIC HEIGHT  -          1.379 (meters)        4.52  (feet) COMP
 DR9960  MODELED GRAVITY -    979,033.6   (mgal)                       NAVD 88
 DR9960
 DR9960  VERT ORDER      -  FIRST     CLASS II
 DR9960
 DR9960.The horizontal coordinates were determined by differentially corrected
 DR9960.hand held GPS observations or other comparable positioning techniques
 DR9960.and have an estimated accuracy of +/- 3 meters.
 DR9960
 DR9960.The orthometric height was determined by differential leveling and
 DR9960.adjusted by the NATIONAL GEODETIC SURVEY
 DR9960.in June 2024.
 DR9960
 DR9960.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9960.GEOID18 height accuracy estimate available here.
 DR9960
 DR9960.Click photographs - Photos may exist for this station.
 DR9960
 DR9960.The dynamic height is computed by dividing the NAVD 88
 DR9960.geopotential number by the normal gravity value computed on the
 DR9960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9960.degrees latitude (g = 980.6199 gals.).
 DR9960
 DR9960.The modeled gravity was interpolated from observed gravity values.
 DR9960
 DR9960;                    North         East    Units  Estimated Accuracy
 DR9960;SPC FL E     -   176,029.7     135,228.1     MT  (+/- 3 meters HH1 GPS) 
 DR9960
 DR9960_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ3525067101(NAD 83)
 DR9960
 DR9960                          SUPERSEDED SURVEY CONTROL
 DR9960
 DR9960.No superseded survey control is available for this station.
 DR9960
 DR9960_MARKER: F = FLANGE-ENCASED ROD
 DR9960_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9960_STAMPING: 4972 A 2023
 DR9960_MARK LOGO: FLDEP
 DR9960_PROJECTION: RECESSED 5 CENTIMETERS
 DR9960_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9960+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2023
 DR9960_ROD/PIPE-DEPTH: 5.8 meters
 DR9960
 DR9960  HISTORY     - Date     Condition        Report By
 DR9960  HISTORY     - 20230122 MONUMENTED       FLDEP
 DR9960
 DR9960                          STATION DESCRIPTION
 DR9960
 DR9960'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9960'THE MARK IS ABOUT 9.4 MI (15.1 KM) SOUTH-SOUTHEAST OF BELLE MEADE, 6.2
 DR9960'MI (10.0 KM) SOUTHEAST OF MARCO AND 6.1 MI (9.8 KM) SOUTHWEST OF ROYAL
 DR9960'PALM HAMMOCK.
 DR9960'
 DR9960'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 92 (SAN MARCO
 DR9960'ROAD) AND NORTH-SOUTH BARFIELD ROAD IN MARCO ISLAND, GO NORTHEAST ON
 DR9960'COUNTY ROAD 92 (SAN MARCO ROAD) FOR 2.8 MI (4.5 KM) TO A FORK IN THE
 DR9960'ROAD AND THE JUNCTION OF GOODLAND DRIVE ON THE RIGHT, VEER RIGHT ON
 DR9960'GOODLAND DRIVE AND GO SOUTHEAST FOR 1.1 MI (1.8 KM) TO THE METAL GATE
 DR9960'ENTRANCE OF GOODLAND PARK BOAT RAMP.  CONTINUE SOUTHEAST PASSING
 DR9960'THROUGH THE GATE ENTRANCE NOW IN THE BOAT RAMP PARKING LOT FOR 0.05 MI
 DR9960'(0.08 KM) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO
 DR9960'REFUSAL AT A DEPTH OF 19.1 FT (5.8 M) WITH A 6-INCH (15 CM) (FLDEP)
 DR9960'LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.5
 DR9960'FT (15 CM) BELOW THE LEVEL OF GOODLAND PARK BOAT RAMP ROAD, THE DATUM
 DR9960'POINT IS RECESSED 0.6 FT (18 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO
 DR9960'CAP.
 DR9960'
 DR9960'LOCATED 171.0 FT (52.1 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE
 DR9960'OF GOODLAND PARK BOAT RAMP, 84.5 FT (25.8 M) NORTH-NORTHWEST OF THE
 DR9960'CONCRETE BASE OF AN ALUMINUM LIGHT POLE, 18.5 FT (5.6 M)
 DR9960'WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF GOODLAND PARK BOAT
 DR9960'RAMP ROAD, 10.4 FT (3.2 M) SOUTH OF THE NORTH END OF A CURVED SECTION
 DR9960'OF A BOAT PARKING LOT CURB AND 5.0 FT (1.5 M) NORTH OF A CARSONITE
 DR9960'WITNESS POST.
 DR9960'
 DR9960'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9960'
 DR9960'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9960'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9961 ***********************************************************************
 DR9961  DESIGNATION -  872 4972 B
 DR9961  PID         -  DR9961
 DR9961  STATE/COUNTY-  FL/COLLIER
 DR9961  COUNTRY     -  US
 DR9961  USGS QUAD   -  MARCO ISLAND (2018)
 DR9961
 DR9961                         *CURRENT SURVEY CONTROL
 DR9961  ______________________________________________________________________
 DR9961* NAD 83(1986) POSITION- 25 55 24.20   (N) 081 38 51.18   (W)   HD_HELD1
 DR9961* NAVD 88 ORTHO HEIGHT -     1.136 (meters)        3.73  (feet) ADJUSTED
 DR9961  ______________________________________________________________________
 DR9961  GEOID HEIGHT    -        -23.276 (meters)                     GEOID18
 DR9961  DYNAMIC HEIGHT  -          1.134 (meters)        3.72  (feet) COMP
 DR9961  MODELED GRAVITY -    979,033.8   (mgal)                       NAVD 88
 DR9961
 DR9961  VERT ORDER      -  FIRST     CLASS II
 DR9961
 DR9961.The horizontal coordinates were determined by differentially corrected
 DR9961.hand held GPS observations or other comparable positioning techniques
 DR9961.and have an estimated accuracy of +/- 3 meters.
 DR9961
 DR9961.The orthometric height was determined by differential leveling and
 DR9961.adjusted by the NATIONAL GEODETIC SURVEY
 DR9961.in June 2024.
 DR9961
 DR9961.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9961.GEOID18 height accuracy estimate available here.
 DR9961
 DR9961.Click photographs - Photos may exist for this station.
 DR9961
 DR9961.The dynamic height is computed by dividing the NAVD 88
 DR9961.geopotential number by the normal gravity value computed on the
 DR9961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9961.degrees latitude (g = 980.6199 gals.).
 DR9961
 DR9961.The modeled gravity was interpolated from observed gravity values.
 DR9961
 DR9961;                    North         East    Units  Estimated Accuracy
 DR9961;SPC FL E     -   176,288.1     135,129.7     MT  (+/- 3 meters HH1 GPS) 
 DR9961
 DR9961_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ3515167359(NAD 83)
 DR9961
 DR9961                          SUPERSEDED SURVEY CONTROL
 DR9961
 DR9961.No superseded survey control is available for this station.
 DR9961
 DR9961_MARKER: F = FLANGE-ENCASED ROD
 DR9961_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9961_STAMPING: 4972 B 2023
 DR9961_MARK LOGO: FLDEP
 DR9961_PROJECTION: RECESSED 5 CENTIMETERS
 DR9961_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9961_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9961+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2023
 DR9961_ROD/PIPE-DEPTH: 14.6 meters
 DR9961
 DR9961  HISTORY     - Date     Condition        Report By
 DR9961  HISTORY     - 20230122 MONUMENTED       FLDEP
 DR9961
 DR9961                          STATION DESCRIPTION
 DR9961
 DR9961'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9961'THE MARK IS ABOUT 9.3 MI (15.0 KM) SOUTH-SOUTHEAST OF BELLE MEADE, 6.1
 DR9961'MI (9.8 KM) EAST-SOUTHEAST OF MARCO AND 6.0 MI (9.7 KM) SOUTHWEST OF
 DR9961'ROYAL PALM HAMMOCK.
 DR9961'
 DR9961'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 92 (SAN MARCO
 DR9961'ROAD) AND NORTH-SOUTH BARFIELD ROAD IN MARCO ISLAND, GO NORTHEAST ON
 DR9961'COUNTY ROAD 92 (SAN MARCO ROAD) FOR 2.8 MI (4.5 KM) TO A FORK IN THE
 DR9961'ROAD AND THE JUNCTION OF GOODLAND DRIVE ON THE RIGHT, VEER RIGHT ON
 DR9961'GOODLAND DRIVE AND GO SOUTHEAST FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF
 DR9961'COCONUT AVENUE AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN
 DR9961'TO REFUSAL AT A DEPTH OF 47.8 FT (14.6 M) WITH A 6-INCH (15 CM)
 DR9961'(FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DR9961'AND LEVEL WITH COCONUT AVENUE, THE DATUM POINT IS RECESSED 0.6 FT (18
 DR9961'CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR9961'
 DR9961'LOCATED 66.0 FT (20.1 M) WEST OF THE APPROXIMATE CENTERLINE OF A
 DR9961'DRIVEWAY LOCATED AT U.S. MAIL ADDRESS 554 COCONUT AVENUE, 27.0 FT (8.2
 DR9961'M) SOUTH OF THE APPROXIMATE CENTERLINE OF COCONUT AVENUE, 26.6 FT (8.1
 DR9961'M) EAST OF THE APPROXIMATE CENTERLINE OF GOODLAND DRIVE WEST AND 4.4
 DR9961'FT (1.3 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DR9961'
 DR9961'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9961'
 DR9961'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9961'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9958 ***********************************************************************
 DR9958  DESIGNATION -  872 4972 C
 DR9958  PID         -  DR9958
 DR9958  STATE/COUNTY-  FL/COLLIER
 DR9958  COUNTRY     -  US
 DR9958  USGS QUAD   -  MARCO ISLAND (2018)
 DR9958
 DR9958                         *CURRENT SURVEY CONTROL
 DR9958  ______________________________________________________________________
 DR9958* NAD 83(1986) POSITION- 25 55 29.48   (N) 081 38 38.73   (W)   HD_HELD1
 DR9958* NAVD 88 ORTHO HEIGHT -     0.853 (meters)        2.80  (feet) ADJUSTED
 DR9958  ______________________________________________________________________
 DR9958  GEOID HEIGHT    -        -23.284 (meters)                     GEOID18
 DR9958  DYNAMIC HEIGHT  -          0.851 (meters)        2.79  (feet) COMP
 DR9958  MODELED GRAVITY -    979,033.8   (mgal)                       NAVD 88
 DR9958
 DR9958  VERT ORDER      -  FIRST     CLASS II
 DR9958
 DR9958.The horizontal coordinates were determined by differentially corrected
 DR9958.hand held GPS observations or other comparable positioning techniques
 DR9958.and have an estimated accuracy of +/- 3 meters.
 DR9958
 DR9958.The orthometric height was determined by differential leveling and
 DR9958.adjusted by the NATIONAL GEODETIC SURVEY
 DR9958.in June 2024.
 DR9958
 DR9958.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9958.GEOID18 height accuracy estimate available here.
 DR9958
 DR9958.Click photographs - Photos may exist for this station.
 DR9958
 DR9958.The dynamic height is computed by dividing the NAVD 88
 DR9958.geopotential number by the normal gravity value computed on the
 DR9958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9958.degrees latitude (g = 980.6199 gals.).
 DR9958
 DR9958.The modeled gravity was interpolated from observed gravity values.
 DR9958
 DR9958;                    North         East    Units  Estimated Accuracy
 DR9958;SPC FL E     -   176,448.8     135,477.0     MT  (+/- 3 meters HH1 GPS) 
 DR9958
 DR9958_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ3549967520(NAD 83)
 DR9958
 DR9958                          SUPERSEDED SURVEY CONTROL
 DR9958
 DR9958.No superseded survey control is available for this station.
 DR9958
 DR9958_MARKER: F = FLANGE-ENCASED ROD
 DR9958_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9958_STAMPING: 4972 C 2023
 DR9958_MARK LOGO: FLDEP
 DR9958_PROJECTION: RECESSED 5 CENTIMETERS
 DR9958_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9958_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9958+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2023
 DR9958_ROD/PIPE-DEPTH: 21.0 meters
 DR9958
 DR9958  HISTORY     - Date     Condition        Report By
 DR9958  HISTORY     - 20230121 MONUMENTED       FLDEP
 DR9958
 DR9958                          STATION DESCRIPTION
 DR9958
 DR9958'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9958'THE MARK IS 9.2 MI (14.8 KM) SOUTH-SOUTHEAST OF BELLE MEADE, 6.2 MI
 DR9958'(10.0 KM) EAST-SOUTHEAST OF MARCO AND 5.8 MI (9.3 KM) SOUTHWEST OF
 DR9958'ROYAL PALM HAMMOCK.
 DR9958'
 DR9958'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 92 (SAN MARCO
 DR9958'ROAD) AND NORTH-SOUTH BARFIELD ROAD IN MARCO ISLAND, GO NORTHEAST ON
 DR9958'COUNTY ROAD 92 (SAN MARCO ROAD) FOR 2.8 MI (4.5 KM) TO A FORK IN THE
 DR9958'ROAD AND THE JUNCTION OF GOODLAND DRIVE ON THE RIGHT, VEER RIGHT ON
 DR9958'GOODLAND DRIVE AND GO SOUTHEAST FOR 0.9 MI (1.4 KM) TO THE T-JUNCTION
 DR9958'OF PEAR TREE AVENUE.  TURN LEFT ON PEAR TREE AVENUE AND GO NORTH FOR
 DR9958'0.2 MI (0.3 KM) TO THE JUNCTION OF GOODLAND DRIVE EAST AND THE MARK ON
 DR9958'THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 68.8
 DR9958'FT (21.0 M) WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.2 FT (6
 DR9958'CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH GOODLAND DRIVE EAST,
 DR9958'THE DATUM POINT IS RECESSED 0.6 FT (18 CM) BELOW THE LEVEL OF THE
 DR9958'(FLDEP) LOGO CAP.
 DR9958'
 DR9958'LOCATED 88.0 FT (26.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF A
 DR9958'DRIVEWAY LOCATED AT U.S. MAIL ADDRESS 228 GOODLAND DRIVE EAST, 31.2 FT
 DR9958'(9.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF PEAR TREE AVENUE, 26.7
 DR9958'FT (8.1 M) SOUTHWEST OF A YELLOW FIRE HYDRANT, 23.2 FT (7.1 M) EAST OF
 DR9958'THE APPROXIMATE CENTERLINE OF GOODLAND DRIVE EAST AND 8.3 FT (2.5 M)
 DR9958'WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 DR9958'
 DR9958'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9958'
 DR9958'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9958'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9962 ***********************************************************************
 DR9962  DESIGNATION -  872 4972 D
 DR9962  PID         -  DR9962
 DR9962  STATE/COUNTY-  FL/COLLIER
 DR9962  COUNTRY     -  US
 DR9962  USGS QUAD   -  MARCO ISLAND (2018)
 DR9962
 DR9962                         *CURRENT SURVEY CONTROL
 DR9962  ______________________________________________________________________
 DR9962* NAD 83(1986) POSITION- 25 55 33.70   (N) 081 39 08.03   (W)   HD_HELD1
 DR9962* NAVD 88 ORTHO HEIGHT -     0.666 (meters)        2.19  (feet) ADJUSTED
 DR9962  ______________________________________________________________________
 DR9962  GEOID HEIGHT    -        -23.274 (meters)                     GEOID18
 DR9962  DYNAMIC HEIGHT  -          0.665 (meters)        2.18  (feet) COMP
 DR9962  MODELED GRAVITY -    979,034.1   (mgal)                       NAVD 88
 DR9962
 DR9962  VERT ORDER      -  FIRST     CLASS II
 DR9962
 DR9962.The horizontal coordinates were determined by differentially corrected
 DR9962.hand held GPS observations or other comparable positioning techniques
 DR9962.and have an estimated accuracy of +/- 3 meters.
 DR9962
 DR9962.The orthometric height was determined by differential leveling and
 DR9962.adjusted by the NATIONAL GEODETIC SURVEY
 DR9962.in June 2024.
 DR9962
 DR9962.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9962.GEOID18 height accuracy estimate available here.
 DR9962
 DR9962.Click photographs - Photos may exist for this station.
 DR9962
 DR9962.The dynamic height is computed by dividing the NAVD 88
 DR9962.geopotential number by the normal gravity value computed on the
 DR9962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9962.degrees latitude (g = 980.6199 gals.).
 DR9962
 DR9962.The modeled gravity was interpolated from observed gravity values.
 DR9962
 DR9962;                    North         East    Units  Estimated Accuracy
 DR9962;SPC FL E     -   176,582.7     134,662.3     MT  (+/- 3 meters HH1 GPS) 
 DR9962
 DR9962_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ3468467654(NAD 83)
 DR9962
 DR9962                          SUPERSEDED SURVEY CONTROL
 DR9962
 DR9962.No superseded survey control is available for this station.
 DR9962
 DR9962_MARKER: F = FLANGE-ENCASED ROD
 DR9962_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9962_STAMPING: 4972 D 2023
 DR9962_MARK LOGO: FLDEP
 DR9962_PROJECTION: RECESSED 13 CENTIMETERS
 DR9962_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9962_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9962+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2023
 DR9962_ROD/PIPE-DEPTH: 14.4 meters
 DR9962
 DR9962  HISTORY     - Date     Condition        Report By
 DR9962  HISTORY     - 20230121 MONUMENTED       FLDEP
 DR9962
 DR9962                          STATION DESCRIPTION
 DR9962
 DR9962'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9962'THE MARK IS ABOUT 9.0 MI (14.5 KM) SOUTH-SOUTHEAST OF BELLE MEADE, 6.0
 DR9962'MI (9.7 KM) SOUTHWEST OF ROYAL PALM HAMMOCK, 5.8 MI (9.3 KM)
 DR9962'EAST-SOUTHEAST OF MARCO, IN SECTION 13, TOWNSHIP 52 SOUTH, RANGE 26
 DR9962'EAST.
 DR9962'
 DR9962'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 92 (SAN MARCO
 DR9962'ROAD) AND NORTH-SOUTH BARFIELD ROAD IN MARCO ISLAND, GO NORTHEAST ON
 DR9962'COUNTY ROAD 92 (SAN MARCO ROAD) FOR 2.8 MI (4.5 KM) TO A FORK IN THE
 DR9962'ROAD AND THE JUNCTION OF COUNTY ROAD 892 (GOODLAND DRIVE) ON THE
 DR9962'RIGHT, VEER RIGHT ON GOODLAND DRIVE AND GO SOUTHEAST FOR 0.6 MI (1.0
 DR9962'KM) TO A CONCRETE CULVERT OVER A SMALL CREEK AND THE MARK ON THE LEFT,
 DR9962'A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 47.1 FT (14.4 M)
 DR9962'WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.5 FT (15 CM) BELOW
 DR9962'THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL OF GOODLAND
 DR9962'DRIVE, THE DATUM POINT IS RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF
 DR9962'THE (FLDEP) LOGO CAP.
 DR9962'
 DR9962'LOCATED 93.4 FT (28.5 M) EAST OF A CONCRETE LIGHT POLE NUMBER T73662
 DR9962'WITH A TRANSFORMER ATTACHED, 21.3 FT (6.5 M) NORTHEAST OF THE
 DR9962'APPROXIMATE CENTERLINE OF COUNTY ROAD 892 (GOODLAND DRIVE), 10.0 FT
 DR9962'(3.0 M) NORTHWEST OF THE NORTH END OF A CONCRETE CULVERT HEAD WALL AND
 DR9962'4.9 FT (1.5 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 DR9962'
 DR9962'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9962'
 DR9962'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9962'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9959 ***********************************************************************
 DR9959  DESIGNATION -  872 4972 E
 DR9959  PID         -  DR9959
 DR9959  STATE/COUNTY-  FL/COLLIER
 DR9959  COUNTRY     -  US
 DR9959  USGS QUAD   -  MARCO ISLAND (2018)
 DR9959
 DR9959                         *CURRENT SURVEY CONTROL
 DR9959  ______________________________________________________________________
 DR9959* NAD 83(1986) POSITION- 25 55 16.08   (N) 081 39 07.13   (W)   HD_HELD1
 DR9959* NAVD 88 ORTHO HEIGHT -     1.002 (meters)        3.29  (feet) ADJUSTED
 DR9959  ______________________________________________________________________
 DR9959  GEOID HEIGHT    -        -23.265 (meters)                     GEOID18
 DR9959  DYNAMIC HEIGHT  -          1.000 (meters)        3.28  (feet) COMP
 DR9959  MODELED GRAVITY -    979,033.8   (mgal)                       NAVD 88
 DR9959
 DR9959  VERT ORDER      -  FIRST     CLASS II
 DR9959
 DR9959.The horizontal coordinates were determined by differentially corrected
 DR9959.hand held GPS observations or other comparable positioning techniques
 DR9959.and have an estimated accuracy of +/- 3 meters.
 DR9959
 DR9959.The orthometric height was determined by differential leveling and
 DR9959.adjusted by the NATIONAL GEODETIC SURVEY
 DR9959.in June 2024.
 DR9959
 DR9959.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9959.GEOID18 height accuracy estimate available here.
 DR9959
 DR9959.Click photographs - Photos may exist for this station.
 DR9959
 DR9959.The dynamic height is computed by dividing the NAVD 88
 DR9959.geopotential number by the normal gravity value computed on the
 DR9959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9959.degrees latitude (g = 980.6199 gals.).
 DR9959
 DR9959.The modeled gravity was interpolated from observed gravity values.
 DR9959
 DR9959;                    North         East    Units  Estimated Accuracy
 DR9959;SPC FL E     -   176,040.4     134,684.6     MT  (+/- 3 meters HH1 GPS) 
 DR9959
 DR9959_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ3470667112(NAD 83)
 DR9959
 DR9959                          SUPERSEDED SURVEY CONTROL
 DR9959
 DR9959.No superseded survey control is available for this station.
 DR9959
 DR9959_MARKER: F = FLANGE-ENCASED ROD
 DR9959_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9959_STAMPING: 4972 E 2023
 DR9959_MARK LOGO: FLDEP
 DR9959_PROJECTION: RECESSED 5 CENTIMETERS
 DR9959_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9959_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9959+SATELLITE: SATELLITE OBSERVATIONS - January 22, 2023
 DR9959_ROD/PIPE-DEPTH: 11.9 meters
 DR9959
 DR9959  HISTORY     - Date     Condition        Report By
 DR9959  HISTORY     - 20230122 MONUMENTED       FLDEP
 DR9959
 DR9959                          STATION DESCRIPTION
 DR9959
 DR9959'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9959'THE MARK IS ABOUT 9.3 MI (15.0 KM) SOUTH-SOUTHEAST OF BELLE MEADE, 6.2
 DR9959'MI (10.0 KM) SOUTHWEST OF ROYAL PALM HAMMOCK, 6.0 MI (9.7 KM)
 DR9959'SOUTHEAST OF MARCO, IN SECTION 13, TOWNSHIP 52 SOUTH, TANGE 26 EAST.
 DR9959'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 92 (SAN MARCO
 DR9959'ROAD) AND NORTH-SOUTH BARFIELD ROAD IN MARCO ISLAND, GO NORTHEAST ON
 DR9959'COUNTY ROAD 92 (SAN MARCO ROAD) FOR 2.8 MI (4.5 KM) TO A FORK IN THE
 DR9959'ROAD AND THE JUNCTION OF GOODLAND DRIVE ON THE RIGHT, VEER RIGHT ON
 DR9959'GOODLAND DRIVE AND GO SOUTHEAST FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF
 DR9959'ANGLER DRIVE ON THE RIGHT AND THE ENTRANCE TO SAFE HARBOR CALUSA
 DR9959'ISLAND BOAT CLUB.  TURN RIGHT ON ANGLER DRIVE AND GO SOUTHEASTERLY FOR
 DR9959'0.3 MI (0.5 KM) ENTERING THE BOAT CLUB MARINA BOAT PARKING LOT AND THE
 DR9959'MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DR9959'OF 39.1 FT (11.9 M) WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED
 DR9959'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW
 DR9959'THE LEVEL OF ANGLER DRIVE, THE DATUM POINT IS RECESSED 0.5 FT (15 CM)
 DR9959'BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR9959'
 DR9959'LOCATED 132.0 FT (40.2 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DR9959'THE SAFE HARBOR CALUSA ISLAND BOAT CLUB BOAT RAMP, 117.9 FT (35.9 M)
 DR9959'EAST OF A TELEPHONE JUNCTION BOX IN BETWEEN TWO YELLOW METAL POLES,
 DR9959'65.1 FT (19.8 M) SOUTHEAST OF A LONE STANDING PALM TREE AND 7.5 FT
 DR9959'(2.3 M) NORTH OF A CARSONITE WITNESS POST.
 DR9959'
 DR9959'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9959'
 DR9959'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9959'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3392 ***********************************************************************
 AC3392  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3392  DESIGNATION -  872 4979 A TIDAL
 AC3392  PID         -  AC3392
 AC3392  STATE/COUNTY-  FL/COLLIER
 AC3392  COUNTRY     -  US
 AC3392  USGS QUAD   -  MARCO ISLAND (2018)
 AC3392
 AC3392                         *CURRENT SURVEY CONTROL
 AC3392  ______________________________________________________________________
 AC3392* NAD 83(1986) POSITION- 25 55 58.8    (N) 081 39 21.0    (W)   HD_HELD2
 AC3392* NAVD 88 ORTHO HEIGHT -     0.733 (meters)        2.40  (feet) ADJUSTED
 AC3392  ______________________________________________________________________
 AC3392  GEOID HEIGHT    -        -23.282 (meters)                     GEOID18
 AC3392  DYNAMIC HEIGHT  -          0.732 (meters)        2.40  (feet) COMP
 AC3392  MODELED GRAVITY -    979,034.7   (mgal)                       NAVD 88
 AC3392
 AC3392  VERT ORDER      -  FIRST     CLASS II
 AC3392
 AC3392.The horizontal coordinates were established by autonomous hand held GPS
 AC3392.observations and have an estimated accuracy of +/- 10 meters.
 AC3392
 AC3392.The orthometric height was determined by differential leveling and
 AC3392.adjusted by the NATIONAL GEODETIC SURVEY
 AC3392.in May 2013.
 AC3392
 AC3392.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3392.GEOID18 height accuracy estimate available here.
 AC3392
 AC3392.This Tidal Bench Mark is designated as VM 9753
 AC3392.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3392
 AC3392.Click photographs - Photos may exist for this station.
 AC3392
 AC3392.The dynamic height is computed by dividing the NAVD 88
 AC3392.geopotential number by the normal gravity value computed on the
 AC3392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3392.degrees latitude (g = 980.6199 gals.).
 AC3392
 AC3392.The modeled gravity was interpolated from observed gravity values.
 AC3392
 AC3392;                    North         East    Units  Estimated Accuracy
 AC3392;SPC FL E     -   177,357.      134,305.      MT  (+/- 10 meters HH2 GPS)
 AC3392
 AC3392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ3432768428(NAD 83)
 AC3392
 AC3392                          SUPERSEDED SURVEY CONTROL
 AC3392
 AC3392  NAVD 88 (06/15/91)    0.738  (m)            2.42   (f) SUPERSEDED  2 1
 AC3392  NGVD 29 (09/01/92)    1.138  (m)            3.73   (f) ADJUSTED    2 1
 AC3392
 AC3392.Superseded values are not recommended for survey control.
 AC3392
 AC3392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3392.See file dsdata.pdf to determine how the superseded data were derived.
 AC3392
 AC3392_MARKER: DB = BENCH MARK DISK
 AC3392_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3392_SP_SET: HEADWALL
 AC3392_STAMPING: 4979 A 1978
 AC3392_MARK LOGO: NOS
 AC3392_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AC3392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AC3392+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2008
 AC3392
 AC3392  HISTORY     - Date     Condition        Report By
 AC3392  HISTORY     - 1978     MONUMENTED       NOS
 AC3392  HISTORY     - 1984     GOOD             FLDNR
 AC3392  HISTORY     - 1990     GOOD             USPSQD
 AC3392  HISTORY     - 1990     GOOD             USPSQD
 AC3392  HISTORY     - 20021123 GOOD             USPSQD
 AC3392  HISTORY     - 20080611 GOOD             FLDEP
 AC3392  HISTORY     - 20110922 POOR             GEOCAC
 AC3392  HISTORY     - 20130404 MARK NOT FOUND   FL-021
 AC3392
 AC3392                          STATION DESCRIPTION
 AC3392
 AC3392'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3392'4.85 MI ENE FROM MARCO ISLAND.
 AC3392'BEGIN AT THE JUNCTION OF STATE ROAD 92 AND STATE ROAD 951 (COLLIER
 AC3392'BOULEVARD), GO 4.85 MILES EASTERLY ON STATE ROAD 92 TO THE WEST END OF
 AC3392'THE BRIDGE OVER GOODLAND BAY AND THE MARK VICINITY.  THE MARK IS AT
 AC3392'THE SHIP AHOY MARINA ON THE NORTH SIDE OF THE BRIDGE, ON THE EAST WALL
 AC3392'OF THE BOAT RAMP, 28 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE
 AC3392'TACKLE SHOP, AND 22 FEET SOUTHEAST OF THE BASE OF AN OLD SIGN.
 AC3392
 AC3392                          STATION RECOVERY (1990)
 AC3392
 AC3392'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3392'RECOVERED IN GOOD CONDITION.
 AC3392
 AC3392                          STATION RECOVERY (1990)
 AC3392
 AC3392'RECOVERY NOTE BY US POWER SQUADRON 1990 (HS)
 AC3392'RECOVERED IN GOOD CONDITION.
 AC3392
 AC3392                          STATION RECOVERY (2002)
 AC3392
 AC3392'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHL)
 AC3392'THE BENCH MARK IS SET IN THE CONCRETE SEA WALL ON THE EAST SIDE OF THE
 AC3392'MORAN'S BARGE MARINA BOAT RAMP.
 AC3392'DELETE REFERENCE TO UNION76 SIGN BASE. NOT FOUND.
 AC3392'DELETE REFERENCE TO BENCH MARK 4979 B 1978. NOT FOUND.
 AC3392
 AC3392                          STATION RECOVERY (2008)
 AC3392
 AC3392'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AC3392'RECOVERED AS DESCRIBED.
 AC3392
 AC3392                          STATION RECOVERY (2011)
 AC3392
 AC3392'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AC3392'THE DISK IS MISSING, THE STEM IS SOUND AND SECURE IN THE SETTING.
 AC3392
 AC3392                          STATION RECOVERY (2013)
 AC3392
 AC3392'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3392'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3393 ***********************************************************************
 AC3393  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3393  DESIGNATION -  872 4979 B TIDAL
 AC3393  PID         -  AC3393
 AC3393  STATE/COUNTY-  FL/COLLIER
 AC3393  COUNTRY     -  US
 AC3393  USGS QUAD   -  MARCO ISLAND (2018)
 AC3393
 AC3393                         *CURRENT SURVEY CONTROL
 AC3393  ______________________________________________________________________
 AC3393* NAD 83(1986) POSITION- 25 55 58.     (N) 081 39 20.     (W)   SCALED
 AC3393* NAVD 88 ORTHO HEIGHT -     0.822 (meters)        2.70  (feet) ADJUSTED
 AC3393  ______________________________________________________________________
 AC3393  GEOID HEIGHT    -        -23.282 (meters)                     GEOID18
 AC3393  DYNAMIC HEIGHT  -          0.821 (meters)        2.69  (feet) COMP
 AC3393  MODELED GRAVITY -    979,034.7   (mgal)                       NAVD 88
 AC3393
 AC3393  VERT ORDER      -  SECOND    CLASS I
 AC3393
 AC3393.The horizontal coordinates were scaled from a map and have
 AC3393.an estimated accuracy of +/- 6 seconds.
 AC3393
 AC3393.The orthometric height was determined by differential leveling and
 AC3393.adjusted by the NATIONAL GEODETIC SURVEY
 AC3393.in June 1991.
 AC3393
 AC3393.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3393.GEOID18 height accuracy estimate available here.
 AC3393
 AC3393.This Tidal Bench Mark is designated as VM 9754
 AC3393.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3393
 AC3393.Click photographs - Photos may exist for this station.
 AC3393
 AC3393.The dynamic height is computed by dividing the NAVD 88
 AC3393.geopotential number by the normal gravity value computed on the
 AC3393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3393.degrees latitude (g = 980.6199 gals.).
 AC3393
 AC3393.The modeled gravity was interpolated from observed gravity values.
 AC3393
 AC3393;                    North         East    Units  Estimated Accuracy
 AC3393;SPC FL E     -   177,330.      134,330.      MT  (+/- 180 meters Scaled)
 AC3393
 AC3393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ343684(NAD 83)
 AC3393
 AC3393                          SUPERSEDED SURVEY CONTROL
 AC3393
 AC3393  NGVD 29 (09/01/92)    1.223  (m)            4.01   (f) ADJUSTED    2 1
 AC3393
 AC3393.Superseded values are not recommended for survey control.
 AC3393
 AC3393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3393.See file dsdata.pdf to determine how the superseded data were derived.
 AC3393
 AC3393_MARKER: DJ = TIDAL STATION DISK
 AC3393_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3393_SP_SET: SEAWALL
 AC3393_STAMPING: 4979 B 1978
 AC3393_MARK LOGO: NOS
 AC3393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3393+STABILITY: SURFACE MOTION
 AC3393
 AC3393  HISTORY     - Date     Condition        Report By
 AC3393  HISTORY     - 1978     MONUMENTED       NOS
 AC3393  HISTORY     - 1984     GOOD             FLDNR
 AC3393  HISTORY     - 1990     GOOD             USPSQD
 AC3393  HISTORY     - 20021123 MARK NOT FOUND   USPSQD
 AC3393  HISTORY     - 20080611 MARK NOT FOUND   FLDEP
 AC3393  HISTORY     - 20110922 MARK NOT FOUND   GEOCAC
 AC3393  HISTORY     - 20130404 MARK NOT FOUND   FL-021
 AC3393
 AC3393                          STATION DESCRIPTION
 AC3393
 AC3393'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3393'4.85 MI ENE FROM MARCO ISLAND.
 AC3393'BEGIN AT THE JUNCTION OF STATE ROAD 92 AND STATE ROAD 951 (COLLIER
 AC3393'BOULEVARD), GO 4.85 MILES EASTERLY ON STATE ROAD 92 TO THE WEST END OF
 AC3393'THE BRIDGE OVER GOODLAND BAY AND THE MARK VICINITY.  THE MARK IS AT
 AC3393'THE SHIP AHOY MARINA ON THE NORTH SIDE OF THE BRIDGE, SET IN THE TOP
 AC3393'OF THE WEST WALL OF THE BOAT RAMP, 16.9 FEET SOUTH-SOUTHEAST OF THE
 AC3393'NORTHEAST CORNER OF THE TACKLE SHOP, AND 21.9 FEET SOUTH OF THE BASE
 AC3393'OF AN OLD SIGN.
 AC3393
 AC3393                          STATION RECOVERY (1990)
 AC3393
 AC3393'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3393'RECOVERED IN GOOD CONDITION.
 AC3393
 AC3393                          STATION RECOVERY (2002)
 AC3393
 AC3393'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHL)
 AC3393'CONCRETE WALKWAYS APPEAR TO HAVE BEEN PLACED ON THE SEAWALL SINCE LAST
 AC3393'REPORT.
 AC3393
 AC3393                          STATION RECOVERY (2008)
 AC3393
 AC3393'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AC3393'NOT RECOVERED. A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AC3393
 AC3393                          STATION RECOVERY (2011)
 AC3393
 AC3393'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AC3393'THE MARK IS NOT RECOVERABLE.
 AC3393'A CONCRETE SIDEWALK HAS BEEN POURED OVER THE WALL OF THE BOAT RAMP
 AC3393
 AC3393                          STATION RECOVERY (2013)
 AC3393
 AC3393'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3393'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3395 ***********************************************************************
 AC3395  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3395  DESIGNATION -  872 4979 C TIDAL
 AC3395  PID         -  AC3395
 AC3395  STATE/COUNTY-  FL/COLLIER
 AC3395  COUNTRY     -  US
 AC3395  USGS QUAD   -  MARCO ISLAND (2018)
 AC3395
 AC3395                         *CURRENT SURVEY CONTROL
 AC3395  ______________________________________________________________________
 AC3395* NAD 83(1986) POSITION- 25 55 57.1    (N) 081 39 20.3    (W)   HD_HELD2
 AC3395* NAVD 88 ORTHO HEIGHT -     1.628 (meters)        5.34  (feet) ADJUSTED
 AC3395  ______________________________________________________________________
 AC3395  GEOID HEIGHT    -        -23.281 (meters)                     GEOID18
 AC3395  DYNAMIC HEIGHT  -          1.625 (meters)        5.33  (feet) COMP
 AC3395  MODELED GRAVITY -    979,034.6   (mgal)                       NAVD 88
 AC3395
 AC3395  VERT ORDER      -  FIRST     CLASS II
 AC3395
 AC3395.The horizontal coordinates were established by autonomous hand held GPS
 AC3395.observations and have an estimated accuracy of +/- 10 meters.
 AC3395
 AC3395.The orthometric height was determined by differential leveling and
 AC3395.adjusted by the NATIONAL GEODETIC SURVEY
 AC3395.in May 2013.
 AC3395
 AC3395.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3395.GEOID18 height accuracy estimate available here.
 AC3395
 AC3395.This Tidal Bench Mark is designated as VM 9755
 AC3395.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3395
 AC3395.Click photographs - Photos may exist for this station.
 AC3395
 AC3395.The dynamic height is computed by dividing the NAVD 88
 AC3395.geopotential number by the normal gravity value computed on the
 AC3395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3395.degrees latitude (g = 980.6199 gals.).
 AC3395
 AC3395.The modeled gravity was interpolated from observed gravity values.
 AC3395
 AC3395;                    North         East    Units  Estimated Accuracy
 AC3395;SPC FL E     -   177,305.      134,324.      MT  (+/- 10 meters HH2 GPS)
 AC3395
 AC3395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ3434668376(NAD 83)
 AC3395
 AC3395                          SUPERSEDED SURVEY CONTROL
 AC3395
 AC3395  NAVD 88 (06/15/91)    1.624  (m)            5.33   (f) SUPERSEDED  2 1
 AC3395  NGVD 29 (09/01/92)    2.024  (m)            6.64   (f) ADJUSTED    2 1
 AC3395
 AC3395.Superseded values are not recommended for survey control.
 AC3395
 AC3395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3395.See file dsdata.pdf to determine how the superseded data were derived.
 AC3395
 AC3395_MARKER: DB = BENCH MARK DISK
 AC3395_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AC3395_STAMPING: 4979 C 1978
 AC3395_MARK LOGO: NOS
 AC3395_PROJECTION: PROJECTING 3 CENTIMETERS
 AC3395_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3395_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3395+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2023
 AC3395_ROD/PIPE-DEPTH: 7.32 meters
 AC3395
 AC3395  HISTORY     - Date     Condition        Report By
 AC3395  HISTORY     - 1978     MONUMENTED       NOS
 AC3395  HISTORY     - 1984     GOOD             FLDNR
 AC3395  HISTORY     - 1990     GOOD             USPSQD
 AC3395  HISTORY     - 1990     GOOD             USPSQD
 AC3395  HISTORY     - 20021123 GOOD             USPSQD
 AC3395  HISTORY     - 20080611 GOOD             FLDEP
 AC3395  HISTORY     - 20110922 GOOD             GEOCAC
 AC3395  HISTORY     - 20130731 GOOD             FL-021
 AC3395  HISTORY     - 20230124 GOOD             FLDEP
 AC3395
 AC3395                          STATION DESCRIPTION
 AC3395
 AC3395'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3395'4.85 MI ENE FROM MARCO ISLAND.
 AC3395'BEGIN AT THE JUNCTION OF STATE ROAD 92 AND STATE ROAD 951 (COLLIER
 AC3395'BOULEVARD), GO 4.85 MILES EASTERLY ON STATE ROAD 92 TO THE WEST END OF
 AC3395'THE BRIDGE OVER GOODLAND BAY AND THE MARK VICINITY.  THE MARK IS UNDER
 AC3395'THE BRIDGE, 1 FOOT SOUTH OF THE SOUTH PILING OF THE WESTERNMOST GROUP
 AC3395'OF PILINGS SUPPORTING THE BRIDGE, 26.1 FEET EAST OF THE CENTERLINE OF
 AC3395'A PAVED ROAD (UNDER THE BRIDGE) THAT LEADS TO THE SHIP AHOY MARINA,
 AC3395'AND 1 FOOT SOUTH OF A WITNESS POST.
 AC3395
 AC3395                          STATION RECOVERY (1990)
 AC3395
 AC3395'RECOVERY NOTE BY US POWER SQUADRON 1990 (BHS)
 AC3395'RECOVERED IN GOOD CONDITION.
 AC3395
 AC3395                          STATION RECOVERY (1990)
 AC3395
 AC3395'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3395'RECOVERED IN GOOD CONDITION.
 AC3395
 AC3395                          STATION RECOVERY (2002)
 AC3395
 AC3395'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHL)
 AC3395'IN DESCRIPTION CHANGE NAME OF MARINA FROM SHIP AHOY MARINA TO MORAN'S
 AC3395'BARGE MARINA.
 AC3395
 AC3395                          STATION RECOVERY (2008)
 AC3395
 AC3395'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AC3395'RECOVERED AS DESCRIBED.
 AC3395
 AC3395                          STATION RECOVERY (2011)
 AC3395
 AC3395'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AC3395'RECOVERED IN GOOD CONDITION.
 AC3395
 AC3395                          STATION RECOVERY (2013)
 AC3395
 AC3395'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3395'RECOVERED IN GOOD CONDITION.
 AC3395
 AC3395                          STATION RECOVERY (2023)
 AC3395
 AC3395'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 AC3395'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3396 ***********************************************************************
 AC3396  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3396  DESIGNATION -  872 4979 E TIDAL
 AC3396  PID         -  AC3396
 AC3396  STATE/COUNTY-  FL/COLLIER
 AC3396  COUNTRY     -  US
 AC3396  USGS QUAD   -  MARCO ISLAND (2018)
 AC3396
 AC3396                         *CURRENT SURVEY CONTROL
 AC3396  ______________________________________________________________________
 AC3396* NAD 83(1986) POSITION- 25 55 55.3    (N) 081 39 20.8    (W)   HD_HELD2
 AC3396* NAVD 88 ORTHO HEIGHT -     0.903 (meters)        2.96  (feet) ADJUSTED
 AC3396  ______________________________________________________________________
 AC3396  GEOID HEIGHT    -        -23.280 (meters)                     GEOID18
 AC3396  DYNAMIC HEIGHT  -          0.902 (meters)        2.96  (feet) COMP
 AC3396  MODELED GRAVITY -    979,034.6   (mgal)                       NAVD 88
 AC3396
 AC3396  VERT ORDER      -  FIRST     CLASS II
 AC3396
 AC3396.The horizontal coordinates were established by autonomous hand held GPS
 AC3396.observations and have an estimated accuracy of +/- 10 meters.
 AC3396
 AC3396.The orthometric height was determined by differential leveling and
 AC3396.adjusted by the NATIONAL GEODETIC SURVEY
 AC3396.in May 2013.
 AC3396
 AC3396.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3396.GEOID18 height accuracy estimate available here.
 AC3396
 AC3396.This Tidal Bench Mark is designated as VM 9756
 AC3396.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3396
 AC3396.Click photographs - Photos may exist for this station.
 AC3396
 AC3396.The dynamic height is computed by dividing the NAVD 88
 AC3396.geopotential number by the normal gravity value computed on the
 AC3396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3396.degrees latitude (g = 980.6199 gals.).
 AC3396
 AC3396.The modeled gravity was interpolated from observed gravity values.
 AC3396
 AC3396;                    North         East    Units  Estimated Accuracy
 AC3396;SPC FL E     -   177,249.      134,310.      MT  (+/- 10 meters HH2 GPS)
 AC3396
 AC3396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ3433268320(NAD 83)
 AC3396
 AC3396                          SUPERSEDED SURVEY CONTROL
 AC3396
 AC3396  NAVD 88 (06/15/91)    0.899  (m)            2.95   (f) SUPERSEDED  2 1
 AC3396  NGVD 29 (09/01/92)    1.299  (m)            4.26   (f) ADJUSTED    2 1
 AC3396
 AC3396.Superseded values are not recommended for survey control.
 AC3396
 AC3396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3396.See file dsdata.pdf to determine how the superseded data were derived.
 AC3396
 AC3396_MARKER: DB = BENCH MARK DISK
 AC3396_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AC3396_STAMPING: 4979 E 1978
 AC3396_MARK LOGO: NOS
 AC3396_PROJECTION: RECESSED 8 CENTIMETERS
 AC3396_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AC3396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3396_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3396+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2023
 AC3396_ROD/PIPE-DEPTH: 6.71 meters
 AC3396
 AC3396  HISTORY     - Date     Condition        Report By
 AC3396  HISTORY     - 1978     MONUMENTED       NOS
 AC3396  HISTORY     - 1984     GOOD             FLDNR
 AC3396  HISTORY     - 1990     GOOD             USPSQD
 AC3396  HISTORY     - 1990     GOOD             USPSQD
 AC3396  HISTORY     - 20080611 GOOD             FLDEP
 AC3396  HISTORY     - 20110922 GOOD             GEOCAC
 AC3396  HISTORY     - 20130731 GOOD             FL-021
 AC3396  HISTORY     - 20230124 GOOD             FLDEP
 AC3396
 AC3396                          STATION DESCRIPTION
 AC3396
 AC3396'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3396'4.85 MI ENE FROM MARCO ISLAND.
 AC3396'BEGIN AT THE JUNCTION OF STATE ROAD 92 AND STATE ROAD 951 (COLLIER
 AC3396'BOULEVARD), GO 4.85 MILES EASTERLY ON STATE ROAD 92 TO THE WEST END OF
 AC3396'THE BRIDGE OVER GOODLAND BAY AND THE MARK VICINITY.  THE MARK BEARS
 AC3396'ABOUT 200 FEET SOUTH OF THE BRIDGE, 87 FEET SOUTHEAST OF THE JUNCTION
 AC3396'OF THE DRIVE TO THE SHIP AHOY MARINA AND COUNTY ROAD 892 (GOODLAND
 AC3396'ROAD), 3 FEET EAST OF, AND UNDER THE GRAVEL AROUND, A SMALL MONUMENT
 AC3396'TO OLD GOODLAND ROAD, 39.1 FEET SOUTH OF A CONCRETE POWER POLE, AND
 AC3396'1.5 FEET EAST OF A WITNESS POST.
 AC3396
 AC3396                          STATION RECOVERY (1990)
 AC3396
 AC3396'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3396'RECOVERED IN GOOD CONDITION.
 AC3396
 AC3396                          STATION RECOVERY (1990)
 AC3396
 AC3396'RECOVERY NOTE BY US POWER SQUADRON 1990 (SM)
 AC3396'RECOVERED IN GOOD CONDITION.
 AC3396
 AC3396                          STATION RECOVERY (2008)
 AC3396
 AC3396'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AC3396'RECOVERED AS DESCRIBED.
 AC3396
 AC3396                          STATION RECOVERY (2011)
 AC3396
 AC3396'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AC3396'RECOVERED IN GOOD CONDITION.
 AC3396
 AC3396                          STATION RECOVERY (2013)
 AC3396
 AC3396'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3396'RECOVERED IN GOOD CONDITION.
 AC3396
 AC3396                          STATION RECOVERY (2023)
 AC3396
 AC3396'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 AC3396'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3394 ***********************************************************************
 AC3394  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3394  DESIGNATION -  872 4979 F TIDAL
 AC3394  PID         -  AC3394
 AC3394  STATE/COUNTY-  FL/COLLIER
 AC3394  COUNTRY     -  US
 AC3394  USGS QUAD   -  MARCO ISLAND (2018)
 AC3394
 AC3394                         *CURRENT SURVEY CONTROL
 AC3394  ______________________________________________________________________
 AC3394* NAD 83(1986) POSITION- 25 55 57.6    (N) 081 39 18.5    (W)   HD_HELD2
 AC3394* NAVD 88 ORTHO HEIGHT -     0.833 (meters)        2.73  (feet) ADJUSTED
 AC3394  ______________________________________________________________________
 AC3394  GEOID HEIGHT    -        -23.282 (meters)                     GEOID18
 AC3394  DYNAMIC HEIGHT  -          0.832 (meters)        2.73  (feet) COMP
 AC3394  MODELED GRAVITY -    979,034.6   (mgal)                       NAVD 88
 AC3394
 AC3394  VERT ORDER      -  FIRST     CLASS II
 AC3394
 AC3394.The horizontal coordinates were established by autonomous hand held GPS
 AC3394.observations and have an estimated accuracy of +/- 10 meters.
 AC3394
 AC3394.The orthometric height was determined by differential leveling and
 AC3394.adjusted by the NATIONAL GEODETIC SURVEY
 AC3394.in June 2024.
 AC3394
 AC3394.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3394.GEOID18 height accuracy estimate available here.
 AC3394
 AC3394.This Tidal Bench Mark is designated as VM 9757
 AC3394.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3394
 AC3394.Click photographs - Photos may exist for this station.
 AC3394
 AC3394.The dynamic height is computed by dividing the NAVD 88
 AC3394.geopotential number by the normal gravity value computed on the
 AC3394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3394.degrees latitude (g = 980.6199 gals.).
 AC3394
 AC3394.The modeled gravity was interpolated from observed gravity values.
 AC3394
 AC3394;                    North         East    Units  Estimated Accuracy
 AC3394;SPC FL E     -   177,320.      134,375.      MT  (+/- 10 meters HH2 GPS)
 AC3394
 AC3394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ3439768391(NAD 83)
 AC3394
 AC3394                          SUPERSEDED SURVEY CONTROL
 AC3394
 AC3394  NAVD 88 (05/07/13)    0.832  (m)            2.73   (f) SUPERSEDED  1 2
 AC3394  NAVD 88 (06/15/91)    0.828  (m)            2.72   (f) SUPERSEDED  2 1
 AC3394  NGVD 29 (09/01/92)    1.228  (m)            4.03   (f) ADJUSTED    2 1
 AC3394
 AC3394.Superseded values are not recommended for survey control.
 AC3394
 AC3394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3394.See file dsdata.pdf to determine how the superseded data were derived.
 AC3394
 AC3394_MARKER: DB = BENCH MARK DISK
 AC3394_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC3394_SP_SET: BRIDGE PIER FOUNDATION
 AC3394_STAMPING: 4979 F 1978
 AC3394_MARK LOGO: NOS
 AC3394_MAGNETIC: N = NO MAGNETIC MATERIAL
 AC3394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AC3394+SATELLITE: SATELLITE OBSERVATIONS - January 24, 2023
 AC3394
 AC3394  HISTORY     - Date     Condition        Report By
 AC3394  HISTORY     - 1978     MONUMENTED       NOS
 AC3394  HISTORY     - 1984     GOOD             FLDNR
 AC3394  HISTORY     - 1990     GOOD             USPSQD
 AC3394  HISTORY     - 1990     GOOD             USPSQD
 AC3394  HISTORY     - 20021123 GOOD             USPSQD
 AC3394  HISTORY     - 20080611 GOOD             FLDEP
 AC3394  HISTORY     - 20110922 GOOD             GEOCAC
 AC3394  HISTORY     - 20130731 GOOD             FL-021
 AC3394  HISTORY     - 20230124 GOOD             FLDEP
 AC3394
 AC3394                          STATION DESCRIPTION
 AC3394
 AC3394'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3394'4.85 MI ENE FROM MARCO ISLAND.
 AC3394'BEGIN AT THE JUNCTION OF STATE ROAD 92 AND STATE ROAD 951 (COLLIER
 AC3394'BOULEVARD), GO 4.85 MILES EASTERLY ON STATE ROAD 92 TO THE WEST END OF
 AC3394'THE BRIDGE OVER GOODLAND BAY AND THE MARK VICINITY.  THE MARK IS UNDER
 AC3394'THE BRIDGE, SET IN THE SOUTHWEST CORNER OF THE BASE OF THE WESTERNMOST
 AC3394'CONCRETE BRIDGE PIER THAT IS IN THE WATER, AND 58.5 FEET NORTH OF THE
 AC3394'NORTH SIDE OF THE OLD WOODEN BRIDGE.
 AC3394'THE MARK IS 2 FT ABOVE MEAN HIGH WATER LINE.
 AC3394
 AC3394                          STATION RECOVERY (1990)
 AC3394
 AC3394'RECOVERY NOTE BY US POWER SQUADRON 1990 (GBM)
 AC3394'RECOVERED IN GOOD CONDITION.
 AC3394
 AC3394                          STATION RECOVERY (1990)
 AC3394
 AC3394'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3394'RECOVERED IN GOOD CONDITION.
 AC3394
 AC3394                          STATION RECOVERY (2002)
 AC3394
 AC3394'RECOVERY NOTE BY US POWER SQUADRON 2002 (WHL)
 AC3394'RECOVERED IN GOOD CONDITION.
 AC3394
 AC3394                          STATION RECOVERY (2008)
 AC3394
 AC3394'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AC3394'RECOVERED AS DESCRIBED.
 AC3394
 AC3394                          STATION RECOVERY (2011)
 AC3394
 AC3394'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AC3394'RECOVERED IN GOOD CONDITION.
 AC3394
 AC3394                          STATION RECOVERY (2013)
 AC3394
 AC3394'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3394'RECOVERED IN GOOD CONDITION.
 AC3394
 AC3394                          STATION RECOVERY (2023)
 AC3394
 AC3394'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 AC3394'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA7622 ***********************************************************************
 AA7622  TIDAL BM    -  This is a Tidal Bench Mark.
 AA7622  DESIGNATION -  872 4991 A TIDAL
 AA7622  PID         -  AA7622
 AA7622  STATE/COUNTY-  FL/COLLIER
 AA7622  COUNTRY     -  US
 AA7622  USGS QUAD   -  MARCO ISLAND (2018)
 AA7622
 AA7622                         *CURRENT SURVEY CONTROL
 AA7622  ______________________________________________________________________
 AA7622* NAD 83(1986) POSITION- 25 58 21.91   (N) 081 43 41.03   (W)   HD_HELD1
 AA7622* NAVD 88 ORTHO HEIGHT -     2.109 (meters)        6.92  (feet) ADJUSTED
 AA7622  ______________________________________________________________________
 AA7622  GEOID HEIGHT    -        -23.238 (meters)                     GEOID18
 AA7622  DYNAMIC HEIGHT  -          2.105 (meters)        6.91  (feet) COMP
 AA7622  MODELED GRAVITY -    979,038.9   (mgal)                       NAVD 88
 AA7622
 AA7622  VERT ORDER      -  FIRST     CLASS II
 AA7622
 AA7622.The horizontal coordinates were determined by differentially corrected
 AA7622.hand held GPS observations or other comparable positioning techniques
 AA7622.and have an estimated accuracy of +/- 3 meters.
 AA7622
 AA7622.The orthometric height was determined by differential leveling and
 AA7622.adjusted by the NATIONAL GEODETIC SURVEY
 AA7622.in January 2002.
 AA7622
 AA7622.No vertical observational check was made to the station.
 AA7622
 AA7622.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7622.GEOID18 height accuracy estimate available here.
 AA7622
 AA7622.This Tidal Bench Mark is designated as VM 9758
 AA7622.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA7622
 AA7622.Click photographs - Photos may exist for this station.
 AA7622
 AA7622.The dynamic height is computed by dividing the NAVD 88
 AA7622.geopotential number by the normal gravity value computed on the
 AA7622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7622.degrees latitude (g = 980.6199 gals.).
 AA7622
 AA7622.The modeled gravity was interpolated from observed gravity values.
 AA7622
 AA7622;                    North         East    Units  Estimated Accuracy
 AA7622;SPC FL E     -   181,799.2     127,094.2     MT  (+/- 3 meters HH1 GPS) 
 AA7622
 AA7622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2711972869(NAD 83)
 AA7622
 AA7622                          SUPERSEDED SURVEY CONTROL
 AA7622
 AA7622  NAVD 88 (12/19/96)    2.111  (m)            6.93   (f) SUPERSEDED  2 1
 AA7622
 AA7622.Superseded values are not recommended for survey control.
 AA7622
 AA7622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7622.See file dsdata.pdf to determine how the superseded data were derived.
 AA7622
 AA7622_MARKER: DJ = TIDAL STATION DISK
 AA7622_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA7622_STAMPING: 4991 A 1989
 AA7622_MARK LOGO: NOS
 AA7622_PROJECTION: RECESSED 3 CENTIMETERS
 AA7622_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AA7622_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7622+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2011
 AA7622
 AA7622  HISTORY     - Date     Condition        Report By
 AA7622  HISTORY     - 1989     MONUMENTED       FLDNR
 AA7622  HISTORY     - 19910801 GOOD             FLDNR
 AA7622  HISTORY     - 20010702 GOOD             LDBLS
 AA7622  HISTORY     - 20020318 GOOD             MAPTEC
 AA7622  HISTORY     - 20080611 GOOD             FLDEP
 AA7622  HISTORY     - 20110511 GOOD             CRAMER
 AA7622  HISTORY     - 20110925 MARK NOT FOUND   GEOCAC
 AA7622  HISTORY     - 20130416 MARK NOT FOUND   FL-021
 AA7622
 AA7622                          STATION DESCRIPTION
 AA7622
 AA7622'DESCRIBED BY FL DEPT OF NAT RES 1991 (RLM)
 AA7622'THE BENCHMARK IS LOCATED AT THE NORTHERN END OF MARCO ISLAND NEAR THE
 AA7622'NORTH END OF BALD EAGLE DRIVE AND SOUTH OF THE SNOOK INN RESTAURANT,
 AA7622'IN SECTION 5, TOWNSHIP 52 S, RANGE 26 E. TO REACH THE BENCHMARK FROM
 AA7622'THE INTERSECTION OF STATE ROAD 92 AND STATE ROAD 951 (COLLIER
 AA7622'BOULEVARD) ON MARCO ISLAND, GO NORTH THEN NORTHEAST ON STATE ROAD 951
 AA7622'(COLLIER BOULEVARD) FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF STATE
 AA7622'ROAD 951 (COLLIER BOULEVARD) AND COUNTY ROAD C-953 (BALD EAGLE DRIVE),
 AA7622'TURN LEFT AND GO NORTH ON COUNTY ROAD C-953 (BALD EAGLE DRIVE) FOR 1.3
 AA7622'MI (2.1 KM) TO THE DOXEE SEAFOOD STORE AND THE MARK ON THE RIGHT. THE
 AA7622'MARK IS 69.0 FT (21.0 M) NORTHEAST OF THE DOXEE SEAFOOD STORE, 66.1 FT
 AA7622'(20.1 M) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE SNOOK INN
 AA7622'MOTEL AND 9.6 FT (2.9 M) NORTH-NORTHEAST OF A THREE TRUNKED TREE.
 AA7622
 AA7622                          STATION RECOVERY (2001)
 AA7622
 AA7622'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AA7622'THE MARK IS ABOUT 27.0 KM (16.8 MI) SOUTHEAST OF NAPLES, ON MARCO
 AA7622'ISLAND, AT THE NORTH END OF BALD EAGLE DRIVE. IN SECTION 5, TOWNSHIP
 AA7622'52 SOUTH, RANGE 26 EAST COLLIER COUNTY FLORIDA. OWNERSHIP--MARCO
 AA7622'RESORT, 1202 BALD EAGLE DRIVE.
 AA7622'
 AA7622'TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND COUNTY ROAD NO.
 AA7622'951 (I- 75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD NO. 951 11.1
 AA7622'KM (6.9 MI) TO THE INTERSECTION WITH U.S. NO. 41 (TAMIAMI TRAIL)
 AA7622'PROCEED SOUTH ON STATE ROAD NO.  951 11.2 KM (6.95 MI) TO THE CENTER
 AA7622'OF THE MARCO PASS BRIDGE NO.  030148 (JUDGE S.S. JOLLEY BRIDGE, OVER
 AA7622'MARCO RIVER), CONTINUE SOUTH-SOUTHWEST ALONG STATE ROAD NO. 951
 AA7622'(COLLIER BLVD) 2.0 KM (1.25 MI) TO THE INTERSECTION WITH BALD EAGLE
 AA7622'DRIVE, TURN RIGHT AND GO NORTHWEST 2.1 KM (1.33 MI) TO THE END OF THE
 AA7622'BALD EAGLE DRIVE AND THE MARK ON THE RIGHT.
 AA7622'
 AA7622'THE MARK IS A ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND WITH A BRONZE
 AA7622'DISK RECESSED 0.09 M (0.3 FT) BELOW THE TOP OF A PVC PIPE SLEEVE, THE
 AA7622'TOP OF THE SLEEVE IS RECESSED 0.06 M (0.2 FT) BELOW THE LEVEL OF THE
 AA7622'GROUND, AND ABOUT THE SAME LEVEL AS BALD EAGLE DRIVE, 42.67 M
 AA7622'(140.0 FT) NORTHEAST OF THE CENTERLINE OF BALD EAGLE DRIVE, 19.51 M
 AA7622'(64.0 FT) NORTHWEST OF THE EXTENDED CENTERLINE OF PALM STREET, 17.37 M
 AA7622'(57.0 FT) SOUTHEAST OF DRIVEWAY LEADING INTO THE SNOOK INN RESTAURANT
 AA7622'AND BAR, 0.67 M (2.2 FT) NORTHEAST OF THE NORTHEAST CORNER OF A
 AA7622'PRIVATE ASPHALT PARKING AREA, AND 2.99 M (9.8 FT) NORTHWEST OF A THREE
 AA7622'TRUCKED TREE.
 AA7622'
 AA7622'NOTE - A MAGNET WAS BURIED 0.06 M (0.2 FT) BELOW THE TOP OF THE
 AA7622'SLEEVE, 0.24 M (0.8 FT) EAST OF THE MARK.
 AA7622
 AA7622                          STATION RECOVERY (2002)
 AA7622
 AA7622'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)
 AA7622'RECOVERED AS DESCRIBED.
 AA7622'
 AA7622
 AA7622                          STATION RECOVERY (2008)
 AA7622
 AA7622'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AA7622'RECOVERED AS DESCRIBED.
 AA7622
 AA7622                          STATION RECOVERY (2011)
 AA7622
 AA7622'RECOVERY NOTE BY D CRAMER SURVEYING INC 2011 (DKC)
 AA7622'TREE DESCRIBED NOW HAS MANY OFFSHOOTS, HARD TO INDENTIFY AS 'THREE
 AA7622'TRUNKED'.
 AA7622
 AA7622                          STATION RECOVERY (2011)
 AA7622
 AA7622'RECOVERY NOTE BY GEOCACHING 2011
 AA7622'MARK NOT FOUND.
 AA7622
 AA7622                          STATION RECOVERY (2013)
 AA7622
 AA7622'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AA7622'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA7623 ***********************************************************************
 AA7623  TIDAL BM    -  This is a Tidal Bench Mark.
 AA7623  DESIGNATION -  872 4991 B TIDAL
 AA7623  PID         -  AA7623
 AA7623  STATE/COUNTY-  FL/COLLIER
 AA7623  COUNTRY     -  US
 AA7623  USGS QUAD   -  MARCO ISLAND (2018)
 AA7623
 AA7623                         *CURRENT SURVEY CONTROL
 AA7623  ______________________________________________________________________
 AA7623* NAD 83(1986) POSITION- 25 58 16.2    (N) 081 43 41.9    (W)   HD_HELD2
 AA7623* NAVD 88 ORTHO HEIGHT -     1.711 (meters)        5.61  (feet) ADJUSTED
 AA7623  ______________________________________________________________________
 AA7623  GEOID HEIGHT    -        -23.235 (meters)                     GEOID18
 AA7623  DYNAMIC HEIGHT  -          1.708 (meters)        5.60  (feet) COMP
 AA7623  MODELED GRAVITY -    979,038.8   (mgal)                       NAVD 88
 AA7623
 AA7623  VERT ORDER      -  FIRST     CLASS II
 AA7623
 AA7623.The horizontal coordinates were established by autonomous hand held GPS
 AA7623.observations and have an estimated accuracy of +/- 10 meters.
 AA7623
 AA7623.The orthometric height was determined by differential leveling and
 AA7623.adjusted by the NATIONAL GEODETIC SURVEY
 AA7623.in December 1996.
 AA7623
 AA7623.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7623.GEOID18 height accuracy estimate available here.
 AA7623
 AA7623.This Tidal Bench Mark is designated as VM 9759
 AA7623.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA7623
 AA7623.Click photographs - Photos may exist for this station.
 AA7623
 AA7623.The dynamic height is computed by dividing the NAVD 88
 AA7623.geopotential number by the normal gravity value computed on the
 AA7623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7623.degrees latitude (g = 980.6199 gals.).
 AA7623
 AA7623.The modeled gravity was interpolated from observed gravity values.
 AA7623
 AA7623;                    North         East    Units  Estimated Accuracy
 AA7623;SPC FL E     -   181,624.      127,069.      MT  (+/- 10 meters HH2 GPS)
 AA7623
 AA7623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2709372693(NAD 83)
 AA7623
 AA7623                          SUPERSEDED SURVEY CONTROL
 AA7623
 AA7623.No superseded survey control is available for this station.
 AA7623
 AA7623_MARKER: DJ = TIDAL STATION DISK
 AA7623_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AA7623_STAMPING: 4991 B 1989
 AA7623_MARK LOGO: NOS
 AA7623_PROJECTION: RECESSED 15 CENTIMETERS
 AA7623_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA7623_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7623+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2008
 AA7623
 AA7623  HISTORY     - Date     Condition        Report By
 AA7623  HISTORY     - 1989     MONUMENTED       FLDNR
 AA7623  HISTORY     - 19900801 GOOD             FLDNR
 AA7623  HISTORY     - 20010702 GOOD             LDBLS
 AA7623  HISTORY     - 20080611 GOOD             FLDEP
 AA7623  HISTORY     - 20110511 MARK NOT FOUND   CRAMER
 AA7623  HISTORY     - 20110925 MARK NOT FOUND   GEOCAC
 AA7623  HISTORY     - 20130416 MARK NOT FOUND   FL-021
 AA7623
 AA7623                          STATION DESCRIPTION
 AA7623
 AA7623'DESCRIBED BY FL DEPT OF NAT RES 1990 (RLM)
 AA7623'BENCHMARK LOCATED AT THE NORTHERN END OF MARCO ISLAND NEAR THE NORTH
 AA7623'END OF BALD EAGLE DRIVE, IN SECTION 5, TOWNSHIP 52 S, RANGE 26 E. TO
 AA7623'REACH THE BENCHMARK FROM THE INTERSECTION OF STATE ROAD 92 AND STATE
 AA7623'ROAD 951 (COLLIER BOULEVARD) ON MARCO ISLAND, GO NORTH THEN NORTHEAST
 AA7623'ON STATE ROAD 951 (COLLIER BOULEVARD) FOR 1.5 MI (2.4 KM) TO THE
 AA7623'INTERSECTION OF STATE ROAD 951 (COLLIER BOULEVARD) AND COUNTY ROAD
 AA7623'C-953 (BALD EAGLE DRIVE), TURN LEFT AND GO NORTH ON COUNTY ROAD C-953
 AA7623'(BALD EAGLE DRIVE) FOR 1.25 MI (2.01 KM) TO THE ENTRANCE TO THE MARCO
 AA7623'VISTA APARTMENTS AT 1128 BALD EAGLE DRIVE AND THE MARK ON THE LEFT,
 AA7623'114.8 FT (35.0 M) NORTH OF THE DRIVEWAY TO THE MARCO VISTA APARTMENTS,
 AA7623'16.5 FT (5.0 M) SOUTH OF THE EXTENDED CENTERLINE OF TAMPA PLACE ROAD
 AA7623'AND 10.4 FT (3.2 M) SOUTH OF A HISTORIC ROCK MONUMENT OF CAPTAIN
 AA7623'WILLIAM D. COLLINS.
 AA7623
 AA7623                          STATION RECOVERY (2001)
 AA7623
 AA7623'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AA7623'THE MARK IS ABOUT 26.9 KM (16.7 MI) SOUTHEAST OF NAPLES, ON MARCO
 AA7623'ISLAND, ALONG BALD EAGLE DRIVE. IN SECTION 5, TOWNSHIP 52 SOUTH, RANGE
 AA7623'26 EAST COLLIER COUNTY FLORIDA. OWNERSHIP--COLLIER COUNTY
 AA7623'
 AA7623'TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND COUNTY ROAD NO.
 AA7623'951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD NO. 951 11.1
 AA7623'KM (6.9 MI) TO THE INTERSECTION WITH U.S. NO. 41 (TAMIAMI TRAIL)
 AA7623'PROCEED SOUTH ON STATE ROAD NO.  951 11.2 KM (6.95 MI) TO THE CENTER
 AA7623'OF THE  MARCO PASS BRIDGE NO.  030148 (JUDGE S.S. JOLLEY BRIDGE, OVER
 AA7623'MARCO RIVER), CONTINUE SOUTH-SOUTHWEST ALONG STATE ROAD 951 (COLLIER
 AA7623'BLVD) 2.0 KM (1.25 MI) TO THE INTERSECTION WITH BALD EAGLE DRIVE, TURN
 AA7623'RIGHT AND GO NORTHWEST 1.9 KM (1.2 MI) TO THE NORTH END OF THE MARCO
 AA7623'VISTA APARTMENTS AT 1128 BALD EAGLE DRIVE AND THE MARK ON THE LEFT.
 AA7623'
 AA7623'THE MARK IS A ALUMINUM ALLOY ROD DRIVEN INTO THE GROUND WITH A BRONZE
 AA7623'DISK RECESSED 0.02 M (0.08 FT) BELOW THE TOP OF A 5 INCH DIAMETER PVC
 AA7623'PIPE SLEEVE, THE TOP OF THE SLEEVE IS RECESSED 0.06 M (0.2 FT) BELOW
 AA7623'THE LEVEL OF THE GROUND, AND ABOUT 0.30 M (1.0 FT) BELOW THE LEVEL OF
 AA7623'BALD EAGLE DRIVE, 8.99 M (29.5 FT) SOUTHWEST OF THE CENTERLINE OF BALD
 AA7623'EAGLE DRIVE, 3.17 M (10.4 FT) NORTHWEST OF A HISTORIC ROCK MONUMENT OF
 AA7623'CAPTAIN WILLIAM D. COLLIER, 34.90 M (114.5 FT) NORTHWEST OF THE CENTER
 AA7623'OF THE ASPHALT DRIVEWAY INTO THE MARCO VISTA APARTMENTS AND 49.23 M
 AA7623'(161.5 FT) SOUTHEAST OF THE EXTENDED CENTERLINE OF TAMPA PLACE (AN
 AA7623'ASPHALT DRIVEWAY ON THE EASTERLY SIDE OF BALD EAGLE DRIVE).
 AA7623'
 AA7623'NOTE - A MAGNET WAS BURIED 0.06 M (0.2 FT) BELOW THE TOP OF THE
 AA7623'SLEEVE, 0.24 M (0.8 FT) EAST OF THE MARK.
 AA7623
 AA7623                          STATION RECOVERY (2008)
 AA7623
 AA7623'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AA7623'RECOVERED IN GOOD CONDITION WITH THESE ADDITIONS, LOCATED 75.0 FT
 AA7623'(22.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE SOUTH ENTRANCE TO
 AA7623'A DRIVE AT 1136 AND 1.2 FT (0.4 M) EAST OF A 6.0 FT (1.8 M) TALL HEDGE
 AA7623'LINE.
 AA7623
 AA7623                          STATION RECOVERY (2011)
 AA7623
 AA7623'RECOVERY NOTE BY D CRAMER SURVEYING INC 2011 (DKC)
 AA7623'MARK NOT FOUND.
 AA7623
 AA7623                          STATION RECOVERY (2011)
 AA7623
 AA7623'RECOVERY NOTE BY GEOCACHING 2011
 AA7623'MARK NOT FOUND.  THE ROCK MONUMENT LISTED IN THE DESCRIPTION BUT IS
 AA7623'APPROX 45 FEET SOUTH OF DRIVEWAY TO APARTMENT COMPLEX AND 175 FEET
 AA7623'APPROX SOUTH OF EXTENDED CENTER OF TAMPA PLACE DRIVE.  THIS DOES NOT
 AA7623'MATCH WITH THE DESCRIPTION, EITHER THE DESCRIPTION IS IN ERROR OR THE
 AA7623'ROCK MONUMENT HAS BEEN RELOCATED TO THE SOUTH OF ITS ORIGINAL
 AA7623'POSITION.  THERE IS GUITE A BIT OF RECENT LANDSCAPING AND PARKING LOT
 AA7623'MAKEOVER IN THE TARGET ZONE THAT WOULD INDICATE THIS.  IN SEARCHING
 AA7623'ALL AROUND THE ROCK NO EVIDENCE OF THE MARK WAS FOUND.
 AA7623
 AA7623                          STATION RECOVERY (2013)
 AA7623
 AA7623'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AA7623'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA7624 ***********************************************************************
 AA7624  TIDAL BM    -  This is a Tidal Bench Mark.
 AA7624  DESIGNATION -  872 4991 C TIDAL
 AA7624  PID         -  AA7624
 AA7624  STATE/COUNTY-  FL/COLLIER
 AA7624  COUNTRY     -  US
 AA7624  USGS QUAD   -  MARCO ISLAND (2018)
 AA7624
 AA7624                         *CURRENT SURVEY CONTROL
 AA7624  ______________________________________________________________________
 AA7624* NAD 83(1986) POSITION- 25 57 43.02   (N) 081 43 40.11   (W)   HD_HELD1
 AA7624* NAVD 88 ORTHO HEIGHT -     1.341 (meters)        4.40  (feet) ADJUSTED
 AA7624  ______________________________________________________________________
 AA7624  GEOID HEIGHT    -        -23.219 (meters)                     GEOID18
 AA7624  DYNAMIC HEIGHT  -          1.339 (meters)        4.39  (feet) COMP
 AA7624  MODELED GRAVITY -    979,038.2   (mgal)                       NAVD 88
 AA7624
 AA7624  VERT ORDER      -  FIRST     CLASS II
 AA7624
 AA7624.The horizontal coordinates were determined by differentially corrected
 AA7624.hand held GPS observations or other comparable positioning techniques
 AA7624.and have an estimated accuracy of +/- 3 meters.
 AA7624
 AA7624.The orthometric height was determined by differential leveling and
 AA7624.adjusted by the NATIONAL GEODETIC SURVEY
 AA7624.in May 2013.
 AA7624
 AA7624.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7624.GEOID18 height accuracy estimate available here.
 AA7624
 AA7624.This Tidal Bench Mark is designated as VM 9760
 AA7624.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA7624
 AA7624.Click photographs - Photos may exist for this station.
 AA7624
 AA7624.The dynamic height is computed by dividing the NAVD 88
 AA7624.geopotential number by the normal gravity value computed on the
 AA7624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7624.degrees latitude (g = 980.6199 gals.).
 AA7624
 AA7624.The modeled gravity was interpolated from observed gravity values.
 AA7624
 AA7624;                    North         East    Units  Estimated Accuracy
 AA7624;SPC FL E     -   180,602.3     127,113.1     MT  (+/- 3 meters HH1 GPS) 
 AA7624
 AA7624_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2713771672(NAD 83)
 AA7624
 AA7624                          SUPERSEDED SURVEY CONTROL
 AA7624
 AA7624  NAVD 88 (01/24/02)    1.353  (m)            4.44   (f) SUPERSEDED  1 2
 AA7624  NAVD 88 (12/19/96)    1.385  (m)            4.54   (f) SUPERSEDED  2 1
 AA7624
 AA7624.Superseded values are not recommended for survey control.
 AA7624
 AA7624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7624.See file dsdata.pdf to determine how the superseded data were derived.
 AA7624
 AA7624_MARKER: DB = BENCH MARK DISK
 AA7624_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AA7624+WITH SETTING: PAVEMENT
 AA7624_SP_SET: FOUNDATION
 AA7624_STAMPING: 4991 C 1989
 AA7624_MARK LOGO: NOS
 AA7624_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7624+STABILITY: SURFACE MOTION
 AA7624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7624+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2013
 AA7624
 AA7624  HISTORY     - Date     Condition        Report By
 AA7624  HISTORY     - 1989     MONUMENTED       FLDNR
 AA7624  HISTORY     - 19900801 GOOD             FLDNR
 AA7624  HISTORY     - 20010701 GOOD             LDBLS
 AA7624  HISTORY     - 20020318 GOOD             MAPTEC
 AA7624  HISTORY     - 20080611 GOOD             FLDEP
 AA7624  HISTORY     - 20110920 GOOD             GEOCAC
 AA7624  HISTORY     - 20131217 GOOD             FL-021
 AA7624
 AA7624                          STATION DESCRIPTION
 AA7624
 AA7624'DESCRIBED BY FL DEPT OF NAT RES 1990 (RLM)
 AA7624'THE BENCHMARK IS LOCATED AT THE NORTHERN END OF MARCO ISLAND, WEST OF
 AA7624'THE MARCO RIVER MARINA, IN SECTION 5, TOWNSHIP 52 S, RANGE 26 E. TO
 AA7624'REACH THE BENCHMARK FROM THE INTERSECTION OF STATE ROAD 92 AND STATE
 AA7624'ROAD 951 (COLLIER BOULEVARD) ON MARCO ISLAND, GO NORTH THEN NORTHEAST
 AA7624'ON STATE ROAD 951 (COLLIER BOULEVARD) FOR 1.5 MI (2.4 KM) TO THE
 AA7624'INTERSECTION OF STATE ROAD 951 (COLLIER BOULEVARD) AND COUNTY ROAD
 AA7624'C-953 (BALD EAGLE DRIVE), TURN LEFT AND GO NORTH ON COUNTY ROAD C-953
 AA7624'(BALD EAGLE DRIVE) FOR 0.55 MI (0.89 KM) TO THE MARCO RIVER MARINE
 AA7624'STORE AND MARINA AND THE MARK ON THE LEFT, SET IN THE TOP OF THE
 AA7624'CONCRETE BASE THAT SUPPORTS THE SIGN FOR THE MARCO RIVER MARINE STORE,
 AA7624'59.6 FT (18.2 M) EAST OF THE CENTERLINE OF BALD EAGLE DRIVE, 23.3 FT
 AA7624'(7.1 M) SOUTH OF TWO PALM TREES AND 55.0 FT (16.8 M) WEST OF THE MARCO
 AA7624'RIVER MARINE STORE.
 AA7624
 AA7624                          STATION RECOVERY (2001)
 AA7624
 AA7624'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AA7624'THE MARK IS ABOUT 25.8 KM (16.05 MI) SOUTHEAST OF NAPLES, ON MARCO
 AA7624'ISLAND, ALONG BALD EAGLE DRIVE. IN SECTION 8, TOWNSHIP 52 SOUTH, RANGE
 AA7624'26 EAST COLLIER COUNTY FLORIDA. OWNERSHIP--MARCO RIVER MARINA, 951
 AA7624'BALD EAGLE DRIVE.
 AA7624'
 AA7624'TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND COUNTY ROAD NO.
 AA7624'951 (I- 75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD NO. 951 11.1
 AA7624'KM (6.9 MI) TO THE INTERSECTION WITH U.S. NO. 41 (TAMIAMI TRAIL)
 AA7624'PROCEED SOUTH ON STATE ROAD NO.  951 11.2 KM (6.95 MI) TO THE CENTER
 AA7624'OF THE  MARCO PASS BRIDGE NO.  030148 (JUDGE S.S. JOLLEY BRIDGE, OVER
 AA7624'MARCO RIVER), CONTINUE SOUTH-SOUTHWEST ALONG STATE ROAD 951 (COLLIER
 AA7624'BLVD) 2.0 KM (1.25 MI) TO THE INTERSECTION WITH BALD EAGLE DRIVE, TURN
 AA7624'RIGHT AND GO NORTHWEST 0.9 KM (0.55 MI) ALONG BALD EAGLE DRIVE TO
 AA7624'MARCO RIVER MARINA AND THE MARK ON THE RIGHT.
 AA7624'
 AA7624'THE MARK IS SET FLUSH ON TOP OF A CONCRETE FOUNDATION (OLD SIGN
 AA7624'FOUNDATION, SIGN HAS BEEN RELOCATED), ABOUT 0.30 M (1.0 FT) ABOVE THE
 AA7624'LEVEL OF THE GROUND, AND ABOUT THE SAME LEVEL AS  BALD EAGLE DRIVE,
 AA7624'18.20 M (59.7 FT) NORTHEAST OF THE CENTERLINE OF BALD EAGLE DRIVE,
 AA7624'4.51 M (14.8 FT) EAST OF THE EASTERLY EDGE OF A 1.5 M (5 FT) WIDE
 AA7624'ASPHALT WALK, 2.50 M (8.2 FT) EAST OF A (3) RAIL WHITE VINYL PLANK,
 AA7624'37.37 M (122.6 FT) NORTHWEST OF THE CENTER OF THE ASPHALT EXIT
 AA7624'DRIVEWAY, ON THE SOUTHERLY SIDE OF THE MARINA, 50.29 M (165.0 FT)
 AA7624'SOUTHEAST OF THE CENTER OF THE ASPHALT ENTRANCE DRIVEWAY ON THE
 AA7624'NORTHERLY SIDE OF THE MARINA, AND 4.15 M (13.6 FT) SOUTHWEST OF THE
 AA7624'SOUTHWEST CORNER OF THE NEW CONCRETE FOUNDATION SUPPORTING THE MARCO
 AA7624'RIVER MARINA SIGN.
 AA7624
 AA7624                          STATION RECOVERY (2002)
 AA7624
 AA7624'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)
 AA7624'RECOVERED AS DESCRIBED.
 AA7624'
 AA7624
 AA7624                          STATION RECOVERY (2008)
 AA7624
 AA7624'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AA7624'RECOVERED IN GOOD CONDITION WITH THIS ADDITION, LOCATED IN A ROW OF
 AA7624'HEDGES AND 8.5 FT (2.6 M) EAST OF A WHITE FENCE.
 AA7624
 AA7624                          STATION RECOVERY (2011)
 AA7624
 AA7624'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AA7624'RECOVERED IN GOOD CONDITION.
 AA7624
 AA7624                          STATION RECOVERY (2013)
 AA7624
 AA7624'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AA7624'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA7625 ***********************************************************************
 AA7625  TIDAL BM    -  This is a Tidal Bench Mark.
 AA7625  DESIGNATION -  872 4991 D TIDAL
 AA7625  PID         -  AA7625
 AA7625  STATE/COUNTY-  FL/COLLIER
 AA7625  COUNTRY     -  US
 AA7625  USGS QUAD   -  MARCO ISLAND (2018)
 AA7625
 AA7625                         *CURRENT SURVEY CONTROL
 AA7625  ______________________________________________________________________
 AA7625* NAD 83(2011) POSITION- 25 57 35.11901(N) 081 43 37.94969(W)   ADJUSTED
 AA7625* NAD 83(2011) ELLIP HT-   -22.565 (meters)        (06/27/12)   ADJUSTED
 AA7625* NAD 83(2011) EPOCH   -  2010.00
 AA7625* NAVD 88 ORTHO HEIGHT -     0.640 (meters)        2.10  (feet) ADJUSTED
 AA7625  ______________________________________________________________________
 AA7625  GEOID HEIGHT    -        -23.216 (meters)                     GEOID18
 AA7625  NAD 83(2011) X  -    825,656.244 (meters)                     COMP
 AA7625  NAD 83(2011) Y  - -5,678,544.367 (meters)                     COMP
 AA7625  NAD 83(2011) Z  -  2,775,044.002 (meters)                     COMP
 AA7625  LAPLACE CORR    -         -1.72  (seconds)                    DEFLEC18
 AA7625  DYNAMIC HEIGHT  -          0.639 (meters)        2.10  (feet) COMP
 AA7625  MODELED GRAVITY -    979,038.1   (mgal)                       NAVD 88
 AA7625
 AA7625  VERT ORDER      -  FIRST     CLASS II
 AA7625
 AA7625  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AA7625  Standards:
 AA7625         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AA7625            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AA7625  -------------------------------------------------------------------
 AA7625  NETWORK    0.77   1.76           0.33   0.30   0.90     -0.05369617
 AA7625  -------------------------------------------------------------------
 AA7625  Click here for local accuracies and other accuracy information.
 AA7625
 AA7625.The horizontal coordinates were established by GPS observations
 AA7625.and adjusted by the National Geodetic Survey in June 2012.
 AA7625
 AA7625.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AA7625.been affixed to the stable North American tectonic plate. See 
 AA7625.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AA7625
 AA7625.The horizontal coordinates are valid at the epoch date displayed above
 AA7625.which is a decimal equivalence of Year/Month/Day.
 AA7625
 AA7625.The orthometric height was determined by differential leveling and
 AA7625.adjusted by the NATIONAL GEODETIC SURVEY
 AA7625.in May 2013.
 AA7625
 AA7625.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7625.GEOID18 height accuracy estimate available here.
 AA7625
 AA7625.This Tidal Bench Mark is designated as VM 9761
 AA7625.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA7625
 AA7625.Click photographs - Photos may exist for this station.
 AA7625
 AA7625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7625
 AA7625.The Laplace correction was computed from DEFLEC18 derived deflections.
 AA7625
 AA7625.The ellipsoidal height was determined by GPS observations
 AA7625.and is referenced to NAD 83.
 AA7625
 AA7625.The dynamic height is computed by dividing the NAVD 88
 AA7625.geopotential number by the normal gravity value computed on the
 AA7625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7625.degrees latitude (g = 980.6199 gals.).
 AA7625
 AA7625.The modeled gravity was interpolated from observed gravity values.
 AA7625
 AA7625. The following values were computed from the NAD 83(2011) position.
 AA7625
 AA7625;                    North         East     Units Scale Factor Converg.
 AA7625;SPC FL E     -   180,358.809   127,171.852   MT  1.00000664   -0 19 06.0
 AA7625;SPC FL E     -   591,727.19    417,229.65   sFT  1.00000664   -0 19 06.0
 AA7625;UTM  17      - 2,871,429.253   427,196.701   MT  0.99966544   -0 19 06.0
 AA7625
 AA7625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7625!SPC FL E     -   1.00000355  x   1.00000664  =   1.00001019
 AA7625!UTM  17      -   1.00000355  x   0.99966544  =   0.99966898
 AA7625
 AA7625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2719671429(NAD 83)
 AA7625
 AA7625                          SUPERSEDED SURVEY CONTROL
 AA7625
 AA7625  NAD 83(2007)-  25 57 35.11914(N)    081 43 37.95039(W) AD(2002.00) 0
 AA7625  ELLIP H (02/10/07)  -22.543  (m)                       GP(2002.00)    
 AA7625  NAD 83(1999)-  25 57 35.11914(N)    081 43 37.95029(W) AD(       ) A
 AA7625  ELLIP H (12/09/02)  -22.551  (m)                       GP(       ) 4 1
 AA7625  NAVD 88               0.65   (m)            2.1    (f) LEVELING    3  
 AA7625  NAVD 88 (01/24/02)    0.653  (m)            2.14   (f) SUPERSEDED  1 2
 AA7625  NAVD 88 (12/19/96)    0.672  (m)            2.20   (f) SUPERSEDED  2 1
 AA7625
 AA7625.Superseded values are not recommended for survey control.
 AA7625
 AA7625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7625.See file dsdata.pdf to determine how the superseded data were derived.
 AA7625
 AA7625_MARKER: DB = BENCH MARK DISK
 AA7625_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA7625_SP_SET: DROP INLET
 AA7625_STAMPING: 4991 D 1989
 AA7625_MARK LOGO: NOS
 AA7625_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7625+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2013
 AA7625
 AA7625  HISTORY     - Date     Condition        Report By
 AA7625  HISTORY     - 1989     MONUMENTED       FLDNR
 AA7625  HISTORY     - 19900801 GOOD             FLDNR
 AA7625  HISTORY     - 20010701 GOOD             LDBLS
 AA7625  HISTORY     - 20020228 GOOD             MAPTEC
 AA7625  HISTORY     - 20020318 GOOD             MAPTEC
 AA7625  HISTORY     - 20080611 GOOD             FLDEP
 AA7625  HISTORY     - 20110511 GOOD             CRAMER
 AA7625  HISTORY     - 20131003 GOOD             FL-021
 AA7625
 AA7625                          STATION DESCRIPTION
 AA7625
 AA7625'DESCRIBED BY FL DEPT OF NAT RES 1990 (RLM)
 AA7625'THE BENCHMARK IS LOCATED AT THE NORTHERN END OF MARCO ISLAND, NEAR THE
 AA7625'INTERSECTION OF BALD EAGLE DRIVE AND BARFIELD DRIVE, IN SECTION 8,
 AA7625'TOWNSHIP 52 S, RANGE 26 E. TO REACH THE BENCHMARK FROM THE
 AA7625'INTERSECTION OF STATE ROAD 92 AND STATE ROAD 951 (COLLIER BOULEVARD)
 AA7625'ON MARCO ISLAND, GO NORTH THEN NORTHEAST ON STATE ROAD 951 (COLLIER
 AA7625'BOULEVARD) FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF STATE ROAD 951
 AA7625'(COLLIER BOULEVARD) AND COUNTY ROAD C-953 (BALD EAGLE DRIVE), TURN
 AA7625'LEFT AND GO NORTH ON COUNTY ROAD C-953 (BALD EAGLE DRIVE) FOR 0.4 MI
 AA7625'(0.6 KM) TO THE INTERSECTION OF BALD EAGLE DRIVE AND BARFIELD DRIVE
 AA7625'AND THE MARK ON THE LEFT. THE MARK IS 122.7 FT (37.4 M) NORTH OF THE
 AA7625'CENTERLINE OF LAWAL PLAZA DRIVEWAY, 42.5 FT (13.0 M) WEST OF THE
 AA7625'CENTERLINE OF BALD EAGLE DRIVE AND 26.2 FT (8.0 M) SOUTH OF THE
 AA7625'EXTENDED CENTERLINE OF BARFIELD DRIVE.
 AA7625
 AA7625                          STATION RECOVERY (2001)
 AA7625
 AA7625'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AA7625'THE MARK IS ABOUT 25.6 KM (15.9 MI) SOUTHEAST OF NAPLES, ON MARCO
 AA7625'ISLAND, IN SECTION 8, TOWNSHIP 52 SOUTH, RANGE 26 EAST COLLIER COUNTY
 AA7625'FLORIDA.  OWNERSHIP--COLLIER COUNTY.
 AA7625'
 AA7625'TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND COUNTY ROAD NO.
 AA7625'951 (I- 75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD NO. 951 11.1
 AA7625'KM (6.9 MI) TO THE INTERSECTION WITH U.S. NO. 41 (TAMIAMI TRAIL)
 AA7625'PROCEED SOUTH ON STATE ROAD NO.  951 11.2 KM (6.95 MI) TO THE CENTER
 AA7625'OF THE MARCO PASS BRIDGE NO.  030148 (JUDGE S.S. JOLLEY BRIDGE, OVER
 AA7625'MARCO RIVER), CONTINUE SOUTH-SOUTHWEST ALONG STATE ROAD 951 (COLLIER
 AA7625'BLVD) 2.0 KM (1.25 MI) TO THE INTERSECTION WITH BALD EAGLE DRIVE, TURN
 AA7625'RIGHT AND GO NORTHWEST 0.6 KM (0.4 MI) ALONG BALD EAGLE DRIVE TO THE
 AA7625'INTERSECTION WITH NORTH BARFIELD DRIVE ON THE RIGHT AND THE MARK ON
 AA7625'THE LEFT.
 AA7625'
 AA7625'THE MARK IS SET FLUSH ON TOP OF THE NORTHEAST CORNER OF A DROP INLET,
 AA7625'ABOUT 0.30 M (1.0 FT) BELOW THE LEVEL OF BALD EAGLE DRIVE, 12.92 M
 AA7625'(42.4 FT) SOUTHWEST OF THE CENTERLINE OF BALD EAGLE DRIVE, 7.80 M
 AA7625'(25.6 FT) SOUTHEAST OF AND EXTENDED CENTERLINE OF NORTH BARFIELD
 AA7625'DRIVE, 0.70 M (2.3 FT) SOUTHWEST OF THE WESTERLY SIDE OF A 1.22 M
 AA7625'(4 FT) WIDE CONCRETE SIDEWALK, 37.55 M (123.2 FT) NORTHWEST OF THE
 AA7625'CENTER OF THE NORTHERN ASPHALT DRIVEWAY ENTRANCE INTO LANAI PLAZA, AND
 AA7625'44.71 M (146.7 FT) EAST OF THE SOUTHERN ASPHALT DRIVEWAY EXITING
 AA7625'ANGLERS PLAZA.
 AA7625
 AA7625                          STATION RECOVERY (2002)
 AA7625
 AA7625'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AA7625'RECOVERED IN GOOD CONDITION.
 AA7625
 AA7625                          STATION RECOVERY (2002)
 AA7625
 AA7625'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CP)
 AA7625'RECOVERED IN GOOD CONDITION.
 AA7625
 AA7625                          STATION RECOVERY (2008)
 AA7625
 AA7625'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AA7625'RECOVERED AS DESCRIBED.
 AA7625
 AA7625                          STATION RECOVERY (2011)
 AA7625
 AA7625'RECOVERY NOTE BY D CRAMER SURVEYING INC 2011 (DKC)
 AA7625'RECOVERED IN GOOD CONDITION.
 AA7625
 AA7625                          STATION RECOVERY (2013)
 AA7625
 AA7625'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AA7625'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AA7621 ***********************************************************************
 AA7621  TIDAL BM    -  This is a Tidal Bench Mark.
 AA7621  DESIGNATION -  872 4991 E
 AA7621  PID         -  AA7621
 AA7621  STATE/COUNTY-  FL/COLLIER
 AA7621  COUNTRY     -  US
 AA7621  USGS QUAD   -  MARCO ISLAND (2018)
 AA7621
 AA7621                         *CURRENT SURVEY CONTROL
 AA7621  ______________________________________________________________________
 AA7621* NAD 83(1986) POSITION- 25 58 24.6    (N) 081 43 40.0    (W)   HD_HELD2
 AA7621* NAVD 88 ORTHO HEIGHT -     0.584 (meters)        1.92  (feet) ADJUSTED
 AA7621  ______________________________________________________________________
 AA7621  GEOID HEIGHT    -        -23.240 (meters)                     GEOID18
 AA7621  DYNAMIC HEIGHT  -          0.583 (meters)        1.91  (feet) COMP
 AA7621  MODELED GRAVITY -    979,038.9   (mgal)                       NAVD 88
 AA7621
 AA7621  VERT ORDER      -  FIRST     CLASS II
 AA7621
 AA7621.The horizontal coordinates were established by autonomous hand held GPS
 AA7621.observations and have an estimated accuracy of +/- 10 meters.
 AA7621
 AA7621.The orthometric height was determined by differential leveling and
 AA7621.adjusted by the NATIONAL GEODETIC SURVEY
 AA7621.in January 2002.
 AA7621
 AA7621.No vertical observational check was made to the station.
 AA7621
 AA7621.Significant digits in the geoid height do not necessarily reflect accuracy.
 AA7621.GEOID18 height accuracy estimate available here.
 AA7621
 AA7621.This Tidal Bench Mark is designated as VM 9762
 AA7621.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AA7621
 AA7621.Click photographs - Photos may exist for this station.
 AA7621
 AA7621.The dynamic height is computed by dividing the NAVD 88
 AA7621.geopotential number by the normal gravity value computed on the
 AA7621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA7621.degrees latitude (g = 980.6199 gals.).
 AA7621
 AA7621.The modeled gravity was interpolated from observed gravity values.
 AA7621
 AA7621;                    North         East    Units  Estimated Accuracy
 AA7621;SPC FL E     -   181,882.      127,123.      MT  (+/- 10 meters HH2 GPS)
 AA7621
 AA7621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2714872951(NAD 83)
 AA7621
 AA7621                          SUPERSEDED SURVEY CONTROL
 AA7621
 AA7621  NAVD 88 (12/19/96)    0.627  (m)            2.06   (f) SUPERSEDED  2 1
 AA7621
 AA7621.Superseded values are not recommended for survey control.
 AA7621
 AA7621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7621.See file dsdata.pdf to determine how the superseded data were derived.
 AA7621
 AA7621_MARKER: DJ = TIDAL STATION DISK
 AA7621_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA7621_SP_SET: PATIO SLAB
 AA7621_STAMPING: 4991 E 1989
 AA7621_MARK LOGO: NOS
 AA7621_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA7621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7621+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2002
 AA7621
 AA7621  HISTORY     - Date     Condition        Report By
 AA7621  HISTORY     - 1989     MONUMENTED       FLDNR
 AA7621  HISTORY     - 19910801 GOOD             FLDNR
 AA7621  HISTORY     - 20010702 GOOD             LDBLS
 AA7621  HISTORY     - 20020318 GOOD             MAPTEC
 AA7621  HISTORY     - 20080611 MARK NOT FOUND   FLDEP
 AA7621  HISTORY     - 20131217 MARK NOT FOUND   FL-021
 AA7621
 AA7621                          STATION DESCRIPTION
 AA7621
 AA7621'DESCRIBED BY FL DEPT OF NAT RES 1991 (RLM)
 AA7621'THE BENCHMARK IS LOCATED AT THE NORTHERN END OF MARCO ISLAND ON THE
 AA7621'SOUTH SHORE OF THE BIG MARCO RIVER, NORTH OF THE SNOOK INN RESTAURANT,
 AA7621'IN SECTION 5, TOWNSHIP 52 S, RANGE 26 E. TO REACH THE BENCHMARK FROM
 AA7621'THE INTERSECTION OF STATE ROAD 92 AND STATE ROAD 951 (COLLIER
 AA7621'BOULEVARD) ON MARCO ISLAND, GO NORTH THEN NORTHEAST ON STATE ROAD 951
 AA7621'(COLLIER BOULEVARD) FOR 1.5 MI (2.4 KM) TO THE INTERSECTION OF STATE
 AA7621'ROAD 951 (COLLIER BOULEVARD) AND COUNTY ROAD C-953 (BALD EAGLE DRIVE),
 AA7621'TURN LEFT AND GO NORTH ON COUNTY ROAD C-953 (BALD EAGLE DRIVE) FOR
 AA7621'1.35 MI (2.17 KM) TO ITS END AT THE SNOOK INN RESTAURANT, FROM THE
 AA7621'PARKING LOT OF THE SNOOK INN PROCEED ON FOOT NORTH ALONG THE EAST END
 AA7621'OF THE RESTUARANT TO THE WATERS EDGE, TURN LEFT GO NORTHWEST ALONG THE
 AA7621'CONCRETE WALKWAY AND SEA WALL FOR 50.0 FT (15.2 M) TO THE THIRD WOODEN
 AA7621'PIER AND THE MARK ON THE LEFT,  41.0 FT (12.5 M) SOUTHWEST OF A WOODEN
 AA7621'PIER, 17.0 FT (5.2 M) EAST OF THE EASTERN MOST CORNER OF THE DINING
 AA7621'ROOM OF THE SNOOK INN RESTAURANT AND 14.1 FT (4.3 M) SOUTHWEST OF THE
 AA7621'EDGE OF A WOODEN DECK.
 AA7621
 AA7621                          STATION RECOVERY (2001)
 AA7621
 AA7621'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AA7621'THE MARK IS ABOUT 27.1 KM (16.85 MI) SOUTHEAST OF NAPLES, ON MARCO
 AA7621'ISLAND, AT THE NORTH END OF BALD EAGLE DRIVE. IN SECTION 5, TOWNSHIP
 AA7621'52 SOUTH, RANGE 26 EAST COLLIER COUNTY FLORIDA. SNOOK INN RESTAURANT
 AA7621'AND BAR. 1215 BALD EAGLE DRIVE.
 AA7621'
 AA7621'TO REACH THE MARK FROM THE INTERSECTION OF I-75 AND COUNTY ROAD NO.
 AA7621'951 (I-75 EXIT 15, NEAR NAPLES) GO SOUTH ON COUNTY ROAD NO. 951 11.1
 AA7621'KM (6.9 MI) TO THE INTERSECTION WITH U.S. NO. 41 (TAMIAMI TRAIL)
 AA7621'PROCEED SOUTH ON STATE ROAD NO.  951 11.2 KM (6.95 MI) TO THE CENTER
 AA7621'OF THE MARCO PASS BRIDGE NO.  030148 (JUDGE S.S. JOLLEY BRIDGE, OVER
 AA7621'MARCO RIVER), CONTINUE SOUTH-SOUTHWEST ALONG STATE ROAD 951 (COLLIER
 AA7621'BLVD) 2.0 KM (1.25 MI) TO THE INTERSECTION WITH BALD EAGLE DRIVE, TURN
 AA7621'RIGHT AND GO NORTHWEST ALONG BALD EAGLE DRIVE 2.1 KM (1.3 MI) TO THE
 AA7621'END AT THE MARCO RESORT AND CLUB, FOLLOW THE DRIVE AROUND THE CURVE TO
 AA7621'THE RIGHT AND GO NORTHEAST INTO ASPHALT PARKING AREA FOR SNOOK INN
 AA7621'RESTAURANT AND GO TO THE SOUTHEAST END OF THE BUILDING, PROCEED ON
 AA7621'FOOT, ALONG THE ASPHALT WALKWAY AND SEA WALL AT THE WATERS EDGE ON THE
 AA7621'EASTERLY SIDE OF THE BUILDING, NORTHWEST FOR 12.2 M (40 FT)  CONTINUE
 AA7621'NORTH WEST ALONG THE WOOD FRAME DOCK FOR ANOTHER 15.2 M (50 FT) TO THE
 AA7621'FIFTH DOCK, SEPARATING THE BOAT SLIPS, AND THE MARK ON THE LEFT.
 AA7621'
 AA7621'THE MARK IS SET FLUSH ON THE CONCRETE PATIO SLAB, 1.25 M (4.1 FT)
 AA7621'NORTHEAST OF THE WATERSIDE FACE (EASTERLY FACE) OF THE STUCCO FINISH
 AA7621'BUILDING, 4.30 M (14.1 FT) SOUTHEAST OF THE SOUTHERLY STOREFRONT SIDE
 AA7621'OF THE DINING ROOM OF THE SNOOK INN RESTAURANT, AND 0.18 M (0.6 FT)
 AA7621'NORTHEAST OF THE EASTERLY EDGE OF A WOOD STAIRWAY LEADING UP TO THE
 AA7621'SECOND FLOOR OF THE BUILDING.
 AA7621
 AA7621                          STATION RECOVERY (2002)
 AA7621
 AA7621'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AA7621'RECOVERED AS DESCRIBED.
 AA7621'
 AA7621
 AA7621                          STATION RECOVERY (2008)
 AA7621
 AA7621'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AA7621'NOT RECOVERED. A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AA7621
 AA7621                          STATION RECOVERY (2013)
 AA7621
 AA7621'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AA7621'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3769 ***********************************************************************
 DN3769  DESIGNATION -  872 4991 F
 DN3769  PID         -  DN3769
 DN3769  STATE/COUNTY-  FL/COLLIER
 DN3769  COUNTRY     -  US
 DN3769  USGS QUAD   -  MARCO ISLAND (2018)
 DN3769
 DN3769                         *CURRENT SURVEY CONTROL
 DN3769  ______________________________________________________________________
 DN3769* NAD 83(1986) POSITION- 25 58 24.5    (N) 081 43 39.3    (W)   HD_HELD2
 DN3769* NAVD 88 ORTHO HEIGHT -     1.015 (meters)        3.33  (feet) ADJUSTED
 DN3769  ______________________________________________________________________
 DN3769  GEOID HEIGHT    -        -23.241 (meters)                     GEOID18
 DN3769  DYNAMIC HEIGHT  -          1.013 (meters)        3.32  (feet) COMP
 DN3769  MODELED GRAVITY -    979,038.9   (mgal)                       NAVD 88
 DN3769
 DN3769  VERT ORDER      -  FIRST     CLASS II
 DN3769
 DN3769.The horizontal coordinates were established by autonomous hand held GPS
 DN3769.observations and have an estimated accuracy of +/- 10 meters.
 DN3769
 DN3769.The orthometric height was determined by differential leveling and
 DN3769.adjusted by the NATIONAL GEODETIC SURVEY
 DN3769.in May 2013.
 DN3769
 DN3769.No vertical observational check was made to the station.
 DN3769
 DN3769.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3769.GEOID18 height accuracy estimate available here.
 DN3769
 DN3769.Click photographs - Photos may exist for this station.
 DN3769
 DN3769.The dynamic height is computed by dividing the NAVD 88
 DN3769.geopotential number by the normal gravity value computed on the
 DN3769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3769.degrees latitude (g = 980.6199 gals.).
 DN3769
 DN3769.The modeled gravity was interpolated from observed gravity values.
 DN3769
 DN3769;                    North         East    Units  Estimated Accuracy
 DN3769;SPC FL E     -   181,879.      127,143.      MT  (+/- 10 meters HH2 GPS)
 DN3769
 DN3769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2716772948(NAD 83)
 DN3769
 DN3769                          SUPERSEDED SURVEY CONTROL
 DN3769
 DN3769.No superseded survey control is available for this station.
 DN3769
 DN3769_MARKER: DD = SURVEY DISK
 DN3769_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN3769_SP_SET: SLAB
 DN3769_STAMPING: 4991 F 2008
 DN3769_MARK LOGO: FLDEP
 DN3769_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN3769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3769+SATELLITE: SATELLITE OBSERVATIONS - December 17, 2013
 DN3769
 DN3769  HISTORY     - Date     Condition        Report By
 DN3769  HISTORY     - 20080629 MONUMENTED       FLDEP
 DN3769  HISTORY     - 20131217 GOOD             FL-021
 DN3769
 DN3769                          STATION DESCRIPTION
 DN3769
 DN3769'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3769'THE MARK IS ABOUT 8.6 MI (13.8 KM) WEST OF ROYAL PALM HAMMOCK, 5.5 MI
 DN3769'(8.8 KM) SOUTH-SOUTHWEST OF BELLE MEADE, 0.1 MI (0.2 KM) NORTHEAST OF
 DN3769'MARCO, IN SECTION 5, TOWNSHIP 52 SOUTH, RANGE 26 EAST.
 DN3769'
 DN3769'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3769'TRAIL) AND STATE HIGHWAY 951 (COLLIER BOULEVARD) IN NAPLES, GO SOUTH
 DN3769'ON STATE HIGHWAY 951 (COLLIER BOULEVARD) FOR 5.65 MI (9.1 KM) TO THE
 DN3769'JUNCTION OF COUNTY ROAD 952 ON THE RIGHT.  CONTINUE SOUTH ON STATE
 DN3769'HIGHWAY 951 FOR 2.65 MI (4.3 KM) TO THE INTERSECTION OF BALD EAGLE
 DN3769'DRIVE.  TURN LEFT ON BALD EAGLE DRIVE AND GO NORTH FOR 1.35 MI (2.2
 DN3769'KM) TO ITS END AND THE MARK, NEAR THE NORTH END OF THE SNOOK INN
 DN3769'RESTAURANT PARKING LOT, SET FLUSH IN THE TOP OF A CONCRETE SLAB THAT
 DN3769'SUPPORTS THE MOST SOUTHEASTERLY CORNER OF A WOODEN STAIRWAY LEADING UP
 DN3769'TO THE SECOND FLOOR OF THE BUILDING.
 DN3769'
 DN3769'LOCATED 32.1 FT (9.8 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 DN3769'PARKING LOT ROAD, 7.4 FT (2.3 M) SOUTH-SOUTHEAST OF THE SOUTHWEST
 DN3769'CORNER OF THE BUILDING, 0.8 FT (24 CM) NORTHWEST OF THE SOUTHEAST
 DN3769'CORNER OF THE CONCRETE SLAB THAT SUPPORTS THE WOODEN STAIRWAY AND 0.7
 DN3769'FT (21 CM) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE STEP.
 DN3769
 DN3769                          STATION RECOVERY (2013)
 DN3769
 DN3769'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3769'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3377 ***********************************************************************
 AC3377  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3377  DESIGNATION -  872 4996 A TIDAL
 AC3377  PID         -  AC3377
 AC3377  STATE/COUNTY-  FL/COLLIER
 AC3377  COUNTRY     -  US
 AC3377  USGS QUAD   -  MARCO ISLAND (2018)
 AC3377
 AC3377                         *CURRENT SURVEY CONTROL
 AC3377  ______________________________________________________________________
 AC3377* NAD 83(1986) POSITION- 25 59 15.     (N) 081 42 07.     (W)   SCALED
 AC3377* NAVD 88 ORTHO HEIGHT -     3.362 (meters)       11.03  (feet) ADJUSTED
 AC3377  ______________________________________________________________________
 AC3377  GEOID HEIGHT    -        -23.308 (meters)                     GEOID18
 AC3377  DYNAMIC HEIGHT  -          3.356 (meters)       11.01  (feet) COMP
 AC3377  MODELED GRAVITY -    979,039.3   (mgal)                       NAVD 88
 AC3377
 AC3377  VERT ORDER      -  SECOND    CLASS I
 AC3377
 AC3377.The horizontal coordinates were scaled from a map and have
 AC3377.an estimated accuracy of +/- 6 seconds.
 AC3377
 AC3377.The orthometric height was determined by differential leveling and
 AC3377.adjusted by the NATIONAL GEODETIC SURVEY
 AC3377.in June 1991.
 AC3377
 AC3377.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3377.GEOID18 height accuracy estimate available here.
 AC3377
 AC3377.This Tidal Bench Mark is designated as VM 9771
 AC3377.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3377
 AC3377.Click photographs - Photos may exist for this station.
 AC3377
 AC3377.The dynamic height is computed by dividing the NAVD 88
 AC3377.geopotential number by the normal gravity value computed on the
 AC3377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3377.degrees latitude (g = 980.6199 gals.).
 AC3377
 AC3377.The modeled gravity was interpolated from observed gravity values.
 AC3377
 AC3377;                    North         East    Units  Estimated Accuracy
 AC3377;SPC FL E     -   183,420.      129,720.      MT  (+/- 180 meters Scaled)
 AC3377
 AC3377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ297744(NAD 83)
 AC3377
 AC3377                          SUPERSEDED SURVEY CONTROL
 AC3377
 AC3377  NGVD 29 (09/01/92)    3.760  (m)           12.34   (f) ADJUSTED    2 1
 AC3377
 AC3377.Superseded values are not recommended for survey control.
 AC3377
 AC3377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3377.See file dsdata.pdf to determine how the superseded data were derived.
 AC3377
 AC3377_MARKER: DB = BENCH MARK DISK
 AC3377_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AC3377_SP_SET: BRIDGE ABUTMENT WINGWALL
 AC3377_STAMPING: 4996 A
 AC3377_MARK LOGO: FLHD
 AC3377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3377+STABILITY: SURFACE MOTION
 AC3377
 AC3377  HISTORY     - Date     Condition        Report By
 AC3377  HISTORY     - UNK      MONUMENTED       FLHD
 AC3377  HISTORY     - 1984     GOOD             FLDNR
 AC3377  HISTORY     - 1986     GOOD             FLDNR
 AC3377  HISTORY     - 1990     GOOD             USPSQD
 AC3377  HISTORY     - 1990     GOOD             USPSQD
 AC3377  HISTORY     - 20131024 MARK NOT FOUND   FL-021
 AC3377
 AC3377                          STATION DESCRIPTION
 AC3377
 AC3377'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3377'5.1 MI SSW FROM BELLE MEADE.
 AC3377'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AC3377'5.1 MILES SOUTHERLY ON STATE ROAD 951 TO THE BRIDGE OVER MCILVANE BAY
 AC3377'AND THE MARK.  THE MARK IS SET IN THE SOUTH BRIDGE ABUTMENT WINGWALL,
 AC3377'19 FEET EAST OF THE CENTERLINE OF THE ROAD.
 AC3377'THE MARK IS ABOVE LEVEL WITH ROAD.
 AC3377
 AC3377                          STATION RECOVERY (1986)
 AC3377
 AC3377'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AC3377'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AC3377'5.1 MILES SOUTHERLY ON STATE ROAD 951 TO THE BRIDGE OVER MCILVANE BAY
 AC3377'AND THE MARK.  THE MARK IS SET IN THE SOUTH BRIDGE ABUTMENT WINGWALL,
 AC3377'19 FEET EAST OF THE CENTERLINE OF THE ROAD.
 AC3377'THE MARK IS ABOVE LEVEL WITH THE HIGHWAY.
 AC3377
 AC3377                          STATION RECOVERY (1990)
 AC3377
 AC3377'RECOVERY NOTE BY US POWER SQUADRON 1990 (SJL)
 AC3377'RECOVERED IN GOOD CONDITION.
 AC3377
 AC3377                          STATION RECOVERY (1990)
 AC3377
 AC3377'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3377'RECOVERED IN GOOD CONDITION.
 AC3377
 AC3377                          STATION RECOVERY (2013)
 AC3377
 AC3377'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3377'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3376 ***********************************************************************
 AC3376  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3376  DESIGNATION -  872 4996 B TIDAL
 AC3376  PID         -  AC3376
 AC3376  STATE/COUNTY-  FL/COLLIER
 AC3376  COUNTRY     -  US
 AC3376  USGS QUAD   -  MARCO ISLAND (2018)
 AC3376
 AC3376                         *CURRENT SURVEY CONTROL
 AC3376  ______________________________________________________________________
 AC3376* NAD 83(1986) POSITION- 25 59 19.     (N) 081 42 07.     (W)   SCALED
 AC3376* NAVD 88 ORTHO HEIGHT -     3.357 (meters)       11.01  (feet) ADJUSTED
 AC3376  ______________________________________________________________________
 AC3376  GEOID HEIGHT    -        -23.310 (meters)                     GEOID18
 AC3376  DYNAMIC HEIGHT  -          3.351 (meters)       10.99  (feet) COMP
 AC3376  MODELED GRAVITY -    979,039.4   (mgal)                       NAVD 88
 AC3376
 AC3376  VERT ORDER      -  SECOND    CLASS I
 AC3376
 AC3376.The horizontal coordinates were scaled from a map and have
 AC3376.an estimated accuracy of +/- 6 seconds.
 AC3376
 AC3376.The orthometric height was determined by differential leveling and
 AC3376.adjusted by the NATIONAL GEODETIC SURVEY
 AC3376.in June 1991.
 AC3376
 AC3376.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3376.GEOID18 height accuracy estimate available here.
 AC3376
 AC3376.This Tidal Bench Mark is designated as VM 9772
 AC3376.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3376
 AC3376.Click photographs - Photos may exist for this station.
 AC3376
 AC3376.The dynamic height is computed by dividing the NAVD 88
 AC3376.geopotential number by the normal gravity value computed on the
 AC3376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3376.degrees latitude (g = 980.6199 gals.).
 AC3376
 AC3376.The modeled gravity was interpolated from observed gravity values.
 AC3376
 AC3376;                    North         East    Units  Estimated Accuracy
 AC3376;SPC FL E     -   183,540.      129,720.      MT  (+/- 180 meters Scaled)
 AC3376
 AC3376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ297746(NAD 83)
 AC3376
 AC3376                          SUPERSEDED SURVEY CONTROL
 AC3376
 AC3376  NGVD 29 (09/01/92)    3.754  (m)           12.32   (f) ADJUSTED    2 1
 AC3376
 AC3376.Superseded values are not recommended for survey control.
 AC3376
 AC3376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3376.See file dsdata.pdf to determine how the superseded data were derived.
 AC3376
 AC3376_MARKER: DB = BENCH MARK DISK
 AC3376_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AC3376_SP_SET: BRIDGE ABUTMENT WINGWALL
 AC3376_STAMPING: 4996 B
 AC3376_MARK LOGO: FLSRD
 AC3376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3376
 AC3376  HISTORY     - Date     Condition        Report By
 AC3376  HISTORY     - UNK      MONUMENTED       FLHD
 AC3376  HISTORY     - 1984     GOOD             FLDNR
 AC3376  HISTORY     - 1986     GOOD             FLDNR
 AC3376  HISTORY     - 1990     GOOD             USPSQD
 AC3376  HISTORY     - 1990     GOOD             USPSQD
 AC3376  HISTORY     - 20131024 MARK NOT FOUND   FL-021
 AC3376
 AC3376                          STATION DESCRIPTION
 AC3376
 AC3376'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3376'5 MI SSW FROM BELLE MEADE.
 AC3376'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO 5
 AC3376'MILES SOUTHERLY ON STATE ROAD 951 TO THE BRIDGE OVER MCILVANE BAY AND
 AC3376'THE MARK.  THE MARK IS SET IN THE NORTH BRIDGE ABUTMENT WINGWALL, 20
 AC3376'FEET WEST OF THE CENTERLINE OF THE ROAD.
 AC3376'THE MARK IS ABOVE LEVEL WITH ROAD.
 AC3376
 AC3376                          STATION RECOVERY (1986)
 AC3376
 AC3376'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AC3376'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AC3376'5.0 MILES SOUTHERLY ON STATE ROAD 951 TO THE BRIDGE OVER MCILVANE BAY
 AC3376'AND THE MARK.  THE MARK IS SET IN NORTH BRIDGE ABUTMENT WINGWALL, 20
 AC3376'FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 AC3376
 AC3376                          STATION RECOVERY (1990)
 AC3376
 AC3376'RECOVERY NOTE BY US POWER SQUADRON 1990 (DKT)
 AC3376'RECOVERED IN GOOD CONDITION.
 AC3376
 AC3376                          STATION RECOVERY (1990)
 AC3376
 AC3376'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3376'RECOVERED IN GOOD CONDITION.
 AC3376
 AC3376                          STATION RECOVERY (2013)
 AC3376
 AC3376'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3376'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3378 ***********************************************************************
 AC3378  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3378  DESIGNATION -  872 4996 C TIDAL
 AC3378  PID         -  AC3378
 AC3378  STATE/COUNTY-  FL/COLLIER
 AC3378  COUNTRY     -  US
 AC3378  USGS QUAD   -  MARCO ISLAND (2018)
 AC3378
 AC3378                         *CURRENT SURVEY CONTROL
 AC3378  ______________________________________________________________________
 AC3378* NAD 83(1986) POSITION- 25 59 13.     (N) 081 42 07.     (W)   SCALED
 AC3378* NAVD 88 ORTHO HEIGHT -     0.591 (meters)        1.94  (feet) ADJUSTED
 AC3378  ______________________________________________________________________
 AC3378  GEOID HEIGHT    -        -23.307 (meters)                     GEOID18
 AC3378  DYNAMIC HEIGHT  -          0.590 (meters)        1.94  (feet) COMP
 AC3378  MODELED GRAVITY -    979,039.3   (mgal)                       NAVD 88
 AC3378
 AC3378  VERT ORDER      -  SECOND    CLASS I
 AC3378
 AC3378.The horizontal coordinates were scaled from a map and have
 AC3378.an estimated accuracy of +/- 6 seconds.
 AC3378
 AC3378.The orthometric height was determined by differential leveling and
 AC3378.adjusted by the NATIONAL GEODETIC SURVEY
 AC3378.in June 1991.
 AC3378
 AC3378.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3378.GEOID18 height accuracy estimate available here.
 AC3378
 AC3378.This Tidal Bench Mark is designated as VM 9768
 AC3378.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3378
 AC3378.Click photographs - Photos may exist for this station.
 AC3378
 AC3378.The dynamic height is computed by dividing the NAVD 88
 AC3378.geopotential number by the normal gravity value computed on the
 AC3378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3378.degrees latitude (g = 980.6199 gals.).
 AC3378
 AC3378.The modeled gravity was interpolated from observed gravity values.
 AC3378
 AC3378;                    North         East    Units  Estimated Accuracy
 AC3378;SPC FL E     -   183,360.      129,720.      MT  (+/- 180 meters Scaled)
 AC3378
 AC3378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ297744(NAD 83)
 AC3378
 AC3378                          SUPERSEDED SURVEY CONTROL
 AC3378
 AC3378  NGVD 29 (09/01/92)    0.988  (m)            3.24   (f) ADJUSTED    2 1
 AC3378
 AC3378.Superseded values are not recommended for survey control.
 AC3378
 AC3378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3378.See file dsdata.pdf to determine how the superseded data were derived.
 AC3378
 AC3378_MARKER: DJ = TIDAL STATION DISK
 AC3378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC3378_STAMPING: 4996 C 1978
 AC3378_MARK LOGO: NOS
 AC3378_PROJECTION: RECESSED 15 CENTIMETERS
 AC3378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3378+STABILITY: SURFACE MOTION
 AC3378
 AC3378  HISTORY     - Date     Condition        Report By
 AC3378  HISTORY     - 1978     MONUMENTED       NOS
 AC3378  HISTORY     - 1984     GOOD             FLDNR
 AC3378  HISTORY     - 1986     GOOD             FLDNR
 AC3378  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AC3378  HISTORY     - 1990     GOOD             USPSQD
 AC3378  HISTORY     - 20131024 MARK NOT FOUND   FL-021
 AC3378
 AC3378                          STATION DESCRIPTION
 AC3378
 AC3378'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3378'5.15 MI SSW FROM BELLE MEADE.
 AC3378'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AC3378'5.15 MILES SOUTHERLY ON STATE ROAD 951 TO THE MARK.  THE MARK BEARS 29
 AC3378'FEET EAST OF THE CENTERLINE OF THE ROAD, 249 FEET SOUTH OF THE
 AC3378'SOUTHEAST CORNER OF THE BRIDGE OVER MCILVANE BAY, 1 FOOT WEST OF A
 AC3378'METAL WITNESS POST, AND 200 FEET NORTH OF TIDAL BENCH MARK 4996 D
 AC3378'1978.
 AC3378'THE MARK IS 2 FT BELOW ROAD.
 AC3378
 AC3378                          STATION RECOVERY (1986)
 AC3378
 AC3378'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AC3378'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AC3378'5.15 MILES SOUTHERLY ON STATE ROAD 951 TO THE MARK.  THE MARK BEARS
 AC3378'24 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 249 FEET SOUTH OF THE
 AC3378'SOUTHEAST CORNER OF THE BRIDGE OVER MCILVANE BAY, AND 1 FOOT WEST OF
 AC3378'A METAL WITNESS POST.
 AC3378'THE MARK IS 2 FT BELOW THE HIGHWAY.
 AC3378
 AC3378                          STATION RECOVERY (1990)
 AC3378
 AC3378'RECOVERY NOTE BY US POWER SQUADRON 1990 (GSM)
 AC3378'MARK NOT FOUND.
 AC3378
 AC3378                          STATION RECOVERY (1990)
 AC3378
 AC3378'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3378'RECOVERED IN GOOD CONDITION.
 AC3378
 AC3378                          STATION RECOVERY (2013)
 AC3378
 AC3378'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3378'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3379 ***********************************************************************
 AC3379  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3379  DESIGNATION -  872 4996 D TIDAL
 AC3379  PID         -  AC3379
 AC3379  STATE/COUNTY-  FL/COLLIER
 AC3379  COUNTRY     -  US
 AC3379  USGS QUAD   -  MARCO ISLAND (2018)
 AC3379
 AC3379                         *CURRENT SURVEY CONTROL
 AC3379  ______________________________________________________________________
 AC3379* NAD 83(1986) POSITION- 25 59 10.     (N) 081 42 07.     (W)   SCALED
 AC3379* NAVD 88 ORTHO HEIGHT -     0.508 (meters)        1.67  (feet) ADJUSTED
 AC3379  ______________________________________________________________________
 AC3379  GEOID HEIGHT    -        -23.306 (meters)                     GEOID18
 AC3379  DYNAMIC HEIGHT  -          0.508 (meters)        1.67  (feet) COMP
 AC3379  MODELED GRAVITY -    979,039.2   (mgal)                       NAVD 88
 AC3379
 AC3379  VERT ORDER      -  SECOND    CLASS I
 AC3379
 AC3379.The horizontal coordinates were scaled from a map and have
 AC3379.an estimated accuracy of +/- 6 seconds.
 AC3379
 AC3379.The orthometric height was determined by differential leveling and
 AC3379.adjusted by the NATIONAL GEODETIC SURVEY
 AC3379.in June 1991.
 AC3379
 AC3379.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3379.GEOID18 height accuracy estimate available here.
 AC3379
 AC3379.This Tidal Bench Mark is designated as VM 9769
 AC3379.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3379
 AC3379.Click photographs - Photos may exist for this station.
 AC3379
 AC3379.The dynamic height is computed by dividing the NAVD 88
 AC3379.geopotential number by the normal gravity value computed on the
 AC3379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3379.degrees latitude (g = 980.6199 gals.).
 AC3379
 AC3379.The modeled gravity was interpolated from observed gravity values.
 AC3379
 AC3379;                    North         East    Units  Estimated Accuracy
 AC3379;SPC FL E     -   183,270.      129,720.      MT  (+/- 180 meters Scaled)
 AC3379
 AC3379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ297743(NAD 83)
 AC3379
 AC3379                          SUPERSEDED SURVEY CONTROL
 AC3379
 AC3379  NGVD 29 (09/01/92)    0.906  (m)            2.97   (f) ADJUSTED    2 1
 AC3379
 AC3379.Superseded values are not recommended for survey control.
 AC3379
 AC3379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3379.See file dsdata.pdf to determine how the superseded data were derived.
 AC3379
 AC3379_MARKER: DJ = TIDAL STATION DISK
 AC3379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AC3379_STAMPING: 4996 D 1978
 AC3379_MARK LOGO: NOS
 AC3379_PROJECTION: RECESSED 13 CENTIMETERS
 AC3379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AC3379+STABILITY: SURFACE MOTION
 AC3379
 AC3379  HISTORY     - Date     Condition        Report By
 AC3379  HISTORY     - 1978     MONUMENTED       NOS
 AC3379  HISTORY     - 1984     GOOD             FLDNR
 AC3379  HISTORY     - 1986     GOOD             FLDNR
 AC3379  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AC3379  HISTORY     - 1990     GOOD             USPSQD
 AC3379  HISTORY     - 20131024 MARK NOT FOUND   FL-021
 AC3379
 AC3379                          STATION DESCRIPTION
 AC3379
 AC3379'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3379'5.2 MI SSW FROM BELLE MEADE.
 AC3379'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AC3379'5.2 MILES SOUTHERLY ON STATE ROAD 951 TO THE MARK.  THE MARK BEARS 27
 AC3379'FEET EAST OF THE CENTERLINE OF THE ROAD, 450 FEET SOUTH OF THE SOUTH
 AC3379'END OF THE BRIDGE OVER MCILVANE BAY, 200 FEET SOUTH OF TIDAL BENCH
 AC3379'MARK 4996 C 1978, 1 FOOT WEST OF A WITNESS POST, AND 354 FEET NORTH OF
 AC3379'TIDAL BENCH MARK 4996 E 1978.
 AC3379'THE MARK IS 3 FT BELOW ROAD.
 AC3379
 AC3379                          STATION RECOVERY (1986)
 AC3379
 AC3379'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AC3379'BEGIN AT THE INTERSECTION OF U.S. HIGWAY 41 AND STATE ROAD 951, GO
 AC3379'5.2 MILES SOUTHERLY ON STATE ROAD 951 TO THE MARK.  THE MARK BEARS 27
 AC3379'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 450 FEET SOUTH OF THE
 AC3379'SOUTH END OF THE BRIDGE OVER MCILVANE BAY, AND 200 FEET SOUTH OF
 AC3379'TIDAL BENCH MARK 4996 C.
 AC3379'THE MARK IS 3 FT BELOW THE HIGHWAY.
 AC3379
 AC3379                          STATION RECOVERY (1990)
 AC3379
 AC3379'RECOVERY NOTE BY US POWER SQUADRON 1990 (BD)
 AC3379'MARK NOT FOUND.
 AC3379
 AC3379                          STATION RECOVERY (1990)
 AC3379
 AC3379'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3379'RECOVERED IN GOOD CONDITION.
 AC3379
 AC3379                          STATION RECOVERY (2013)
 AC3379
 AC3379'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3379'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AC3380 ***********************************************************************
 AC3380  TIDAL BM    -  This is a Tidal Bench Mark.
 AC3380  DESIGNATION -  872 4996 E TIDAL
 AC3380  PID         -  AC3380
 AC3380  STATE/COUNTY-  FL/COLLIER
 AC3380  COUNTRY     -  US
 AC3380  USGS QUAD   -  MARCO ISLAND (2018)
 AC3380
 AC3380                         *CURRENT SURVEY CONTROL
 AC3380  ______________________________________________________________________
 AC3380* NAD 83(1986) POSITION- 25 59 06.     (N) 081 42 07.     (W)   SCALED
 AC3380* NAVD 88 ORTHO HEIGHT -     0.561 (meters)        1.84  (feet) ADJUSTED
 AC3380  ______________________________________________________________________
 AC3380  GEOID HEIGHT    -        -23.304 (meters)                     GEOID18
 AC3380  DYNAMIC HEIGHT  -          0.560 (meters)        1.84  (feet) COMP
 AC3380  MODELED GRAVITY -    979,039.1   (mgal)                       NAVD 88
 AC3380
 AC3380  VERT ORDER      -  SECOND    CLASS I
 AC3380
 AC3380.The horizontal coordinates were scaled from a map and have
 AC3380.an estimated accuracy of +/- 6 seconds.
 AC3380
 AC3380.The orthometric height was determined by differential leveling and
 AC3380.adjusted by the NATIONAL GEODETIC SURVEY
 AC3380.in June 1991.
 AC3380
 AC3380.Significant digits in the geoid height do not necessarily reflect accuracy.
 AC3380.GEOID18 height accuracy estimate available here.
 AC3380
 AC3380.This Tidal Bench Mark is designated as VM 9770
 AC3380.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AC3380
 AC3380.Click photographs - Photos may exist for this station.
 AC3380
 AC3380.The dynamic height is computed by dividing the NAVD 88
 AC3380.geopotential number by the normal gravity value computed on the
 AC3380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AC3380.degrees latitude (g = 980.6199 gals.).
 AC3380
 AC3380.The modeled gravity was interpolated from observed gravity values.
 AC3380
 AC3380;                    North         East    Units  Estimated Accuracy
 AC3380;SPC FL E     -   183,140.      129,720.      MT  (+/- 180 meters Scaled)
 AC3380
 AC3380_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ297742(NAD 83)
 AC3380
 AC3380                          SUPERSEDED SURVEY CONTROL
 AC3380
 AC3380  NGVD 29 (09/01/92)    0.960  (m)            3.15   (f) ADJUSTED    2 1
 AC3380
 AC3380.Superseded values are not recommended for survey control.
 AC3380
 AC3380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AC3380.See file dsdata.pdf to determine how the superseded data were derived.
 AC3380
 AC3380_MARKER: DJ = TIDAL STATION DISK
 AC3380_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AC3380_STAMPING: 4996 E 1978
 AC3380_MARK LOGO: NOS
 AC3380_PROJECTION: RECESSED 10 CENTIMETERS
 AC3380_MAGNETIC: I = MARKER IS A STEEL ROD
 AC3380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AC3380_ROD/PIPE-DEPTH: 9.75 meters
 AC3380
 AC3380  HISTORY     - Date     Condition        Report By
 AC3380  HISTORY     - 1978     MONUMENTED       NOS
 AC3380  HISTORY     - 1984     GOOD             FLDNR
 AC3380  HISTORY     - 1986     GOOD             FLDNR
 AC3380  HISTORY     - 1990     GOOD             USPSQD
 AC3380  HISTORY     - 1990     GOOD             USPSQD
 AC3380  HISTORY     - 20130410 MARK NOT FOUND   FL-021
 AC3380
 AC3380                          STATION DESCRIPTION
 AC3380
 AC3380'DESCRIBED BY FL DEPT OF NAT RES 1984
 AC3380'5.25 MI SSW FROM BELLE MEADE.
 AC3380'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AC3380'5.25 MILES SOUTHERLY ON STATE ROAD 951 TO THE MARK.  THE MARK IS ABOUT
 AC3380'0.2 MILE SOUTH OF THE BRIDGE OVER MCILVANE BAY, 44 FEET EAST OF THE
 AC3380'CENTERLINE OF THE ROAD, 354 FEET SOUTH OF TIDAL BENCH MARK 4996 D
 AC3380'1978, AND 1 FOOT WEST OF A WITNESS POST.
 AC3380'THE MARK IS 3 FT BELOW ROAD.
 AC3380
 AC3380                          STATION RECOVERY (1986)
 AC3380
 AC3380'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AC3380'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AC3380'5.25 MILES SOUTHERLY ON STATE ROAD 951 TO THE MARK.  THE MARK IS
 AC3380'ABOUT 0.2 MILE SOUTH OF THE BRIDGE OVER MCILVANE BAY, 44 FEET EAST OF
 AC3380'THE CENTERLINE OF THE HIGHWAY, AND 354 FEET SOUTH OF TIDAL BENCH MARK
 AC3380'4996 D.
 AC3380'THE MARK IS 3 FT BELOW THE HIGHWAY.
 AC3380
 AC3380                          STATION RECOVERY (1990)
 AC3380
 AC3380'RECOVERY NOTE BY US POWER SQUADRON 1990 (LW)
 AC3380'RECOVERED IN GOOD CONDITION.
 AC3380
 AC3380                          STATION RECOVERY (1990)
 AC3380
 AC3380'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AC3380'RECOVERED IN GOOD CONDITION.
 AC3380
 AC3380                          STATION RECOVERY (2013)
 AC3380
 AC3380'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AC3380'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3767 ***********************************************************************
 DN3767  DESIGNATION -  872 4996 F
 DN3767  PID         -  DN3767
 DN3767  STATE/COUNTY-  FL/COLLIER
 DN3767  COUNTRY     -  US
 DN3767  USGS QUAD   -  MARCO ISLAND (2018)
 DN3767
 DN3767                         *CURRENT SURVEY CONTROL
 DN3767  ______________________________________________________________________
 DN3767* NAD 83(1986) POSITION- 25 59 16.7    (N) 081 42 08.9    (W)   HD_HELD2
 DN3767* NAVD 88 ORTHO HEIGHT -     2.682 (meters)        8.80  (feet) ADJUSTED
 DN3767  ______________________________________________________________________
 DN3767  GEOID HEIGHT    -        -23.308 (meters)                     GEOID18
 DN3767  DYNAMIC HEIGHT  -          2.678 (meters)        8.79  (feet) COMP
 DN3767  MODELED GRAVITY -    979,039.3   (mgal)                       NAVD 88
 DN3767
 DN3767  VERT ORDER      -  FIRST     CLASS II
 DN3767
 DN3767.The horizontal coordinates were established by autonomous hand held GPS
 DN3767.observations and have an estimated accuracy of +/- 10 meters.
 DN3767
 DN3767.The orthometric height was determined by differential leveling and
 DN3767.adjusted by the NATIONAL GEODETIC SURVEY
 DN3767.in May 2013.
 DN3767
 DN3767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3767.GEOID18 height accuracy estimate available here.
 DN3767
 DN3767.Click photographs - Photos may exist for this station.
 DN3767
 DN3767.The dynamic height is computed by dividing the NAVD 88
 DN3767.geopotential number by the normal gravity value computed on the
 DN3767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3767.degrees latitude (g = 980.6199 gals.).
 DN3767
 DN3767.The modeled gravity was interpolated from observed gravity values.
 DN3767
 DN3767;                    North         East    Units  Estimated Accuracy
 DN3767;SPC FL E     -   183,471.      129,666.      MT  (+/- 10 meters HH2 GPS)
 DN3767
 DN3767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2968974540(NAD 83)
 DN3767
 DN3767                          SUPERSEDED SURVEY CONTROL
 DN3767
 DN3767.No superseded survey control is available for this station.
 DN3767
 DN3767_MARKER: DD = SURVEY DISK
 DN3767_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN3767_SP_SET: BRIDGE WING WALL
 DN3767_STAMPING: 4996 F 2008
 DN3767_MARK LOGO: FLDEP
 DN3767_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3767_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3767+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2013
 DN3767
 DN3767  HISTORY     - Date     Condition        Report By
 DN3767  HISTORY     - 20080628 MONUMENTED       FLDEP
 DN3767  HISTORY     - 20130710 MARK NOT FOUND   FL-021
 DN3767  HISTORY     - 20131024 GOOD             FL-021
 DN3767
 DN3767                          STATION DESCRIPTION
 DN3767
 DN3767'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3767'THE MARK IS ABOUT 6.9 MI (11.1 KM) WEST OF ROYAL PALM HAMMOCK, 4.2 MI
 DN3767'(6.8 KM) SOUTH OF BELLE MEADE, 2.0 MI (3.2 KM) EAST-NORTHEAST OF
 DN3767'MARCO, IN SECTION 33, TOWNSHIP 51 SOUTH, RANGE 26 EAST.
 DN3767'
 DN3767'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3767'TRAIL) AND STATE HIGHWAY 951 (COLLIER BOULEVARD) IN NAPLES, GO SOUTH
 DN3767'ON STATE HIGHWAY 951 (COLLIER BOULEVARD) FOR 5.25 MI (8.4 KM) TO THE
 DN3767'NORTH END OF THE MCILVANE BAY BRIDGE NUMBER 030286 1999, THAT SPANS
 DN3767'MCILVANE BAY AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE
 DN3767'NORTHWEST END OF THE BRIDGE WING WALL AND ABOUT 5.0 FT (1.5 M) BELOW
 DN3767'THE LEVEL OF STATE HIGHWAY 951 SOUTHBOUND LANES.
 DN3767'
 DN3767'LOCATED 41.3 FT (12.6 M) WEST-NORTHWEST OF THE CENTERLINE OF STATE
 DN3767'HIGHWAY 951 SOUTHBOUND LANES, 23.0 FT (7.0 M) NORTHWEST OF THE
 DN3767'NORTHWEST CORNER OF THE BRIDGE RAIL, 18.3 FT (5.6 M) WEST-NORTHWEST OF
 DN3767'THE METAL GUARDRAIL AND 1.5 FT (0.5 M) SOUTH OF THE NORTH END OF THE
 DN3767'WING WALL.
 DN3767
 DN3767                          STATION RECOVERY (2013)
 DN3767
 DN3767'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3767'MARK NOT FOUND.
 DN3767
 DN3767                          STATION RECOVERY (2013)
 DN3767
 DN3767'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3766 ***********************************************************************
 DN3766  DESIGNATION -  872 4996 G
 DN3766  PID         -  DN3766
 DN3766  STATE/COUNTY-  FL/COLLIER
 DN3766  COUNTRY     -  US
 DN3766  USGS QUAD   -  MARCO ISLAND (2018)
 DN3766
 DN3766                         *CURRENT SURVEY CONTROL
 DN3766  ______________________________________________________________________
 DN3766* NAD 83(1986) POSITION- 25 59 20.4    (N) 081 42 09.2    (W)   HD_HELD2
 DN3766* NAVD 88 ORTHO HEIGHT -     2.473 (meters)        8.11  (feet) ADJUSTED
 DN3766  ______________________________________________________________________
 DN3766  GEOID HEIGHT    -        -23.310 (meters)                     GEOID18
 DN3766  DYNAMIC HEIGHT  -          2.469 (meters)        8.10  (feet) COMP
 DN3766  MODELED GRAVITY -    979,039.4   (mgal)                       NAVD 88
 DN3766
 DN3766  VERT ORDER      -  FIRST     CLASS II
 DN3766
 DN3766.The horizontal coordinates were established by autonomous hand held GPS
 DN3766.observations and have an estimated accuracy of +/- 10 meters.
 DN3766
 DN3766.The orthometric height was determined by differential leveling and
 DN3766.adjusted by the NATIONAL GEODETIC SURVEY
 DN3766.in May 2013.
 DN3766
 DN3766.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3766.GEOID18 height accuracy estimate available here.
 DN3766
 DN3766.Click photographs - Photos may exist for this station.
 DN3766
 DN3766.The dynamic height is computed by dividing the NAVD 88
 DN3766.geopotential number by the normal gravity value computed on the
 DN3766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3766.degrees latitude (g = 980.6199 gals.).
 DN3766
 DN3766.The modeled gravity was interpolated from observed gravity values.
 DN3766
 DN3766;                    North         East    Units  Estimated Accuracy
 DN3766;SPC FL E     -   183,585.      129,658.      MT  (+/- 10 meters HH2 GPS)
 DN3766
 DN3766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2968274654(NAD 83)
 DN3766
 DN3766                          SUPERSEDED SURVEY CONTROL
 DN3766
 DN3766.No superseded survey control is available for this station.
 DN3766
 DN3766_MARKER: DD = SURVEY DISK
 DN3766_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN3766_SP_SET: HIGH POWER LINE BASE
 DN3766_STAMPING: 4996 G 2008
 DN3766_MARK LOGO: FLDEP
 DN3766_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3766+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2013
 DN3766
 DN3766  HISTORY     - Date     Condition        Report By
 DN3766  HISTORY     - 20080628 MONUMENTED       FLDEP
 DN3766  HISTORY     - 20130710 GOOD             FL-021
 DN3766
 DN3766                          STATION DESCRIPTION
 DN3766
 DN3766'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3766'THE MARK IS ABOUT 6.9 MI (11.1 KM) WEST OF ROYAL PALM HAMMOCK, 4.2 MI
 DN3766'(6.8 KM) SOUTH OF BELLE MEADE, 2.0 MI (3.2 KM) NORTHEAST OF MARCO, IN
 DN3766'SECTION 33, TOWNSHIP 51 SOUTH, RANGE 26 EAST.
 DN3766'
 DN3766'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3766'TRAIL) AND STATE HIGHWAY 951 (COLLIER BOULEVARD) IN NAPLES, GO SOUTH
 DN3766'ON STATE HIGHWAY 951 (COLLIER BOULEVARD) FOR 5.15 MI (8.3 KM) TO THE
 DN3766'MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A ROUND CONCRETE BASE THAT
 DN3766'SUPPORTS A HIGH POWER LINE, ABOUT 1.5 FT (0.5 M) ABOVE THE LEVEL OF
 DN3766'THE GROUND AND ABOVE THE LEVEL OF STATE HIGHWAY 951 SOUTHBOUND LANES.
 DN3766'
 DN3766'LOCATED 105.0 FT (32.0 M) WEST OF THE CENTERLINE OF STATE HIGHWAY 951
 DN3766'SOUTHBOUND LANES, 72.0 FT (21.9 M) WEST OF THE NORTH END OF A METAL
 DN3766'GUARDRAIL, 15.0 FT (4.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DN3766'POWER LINE ACCESS ENTRANCE, 1.0 FT (0.3 M) EAST OF THE METAL POWER
 DN3766'POLE NUMBER 6A19 AND 0.9 FT (27 CM) WEST OF THE EAST FACE OF THE ROUND
 DN3766'CONCRETE BASE THAT SUPPORTS THE POWER LINE.
 DN3766
 DN3766                          STATION RECOVERY (2013)
 DN3766
 DN3766'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3766'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3765 ***********************************************************************
 DN3765  DESIGNATION -  872 4996 H
 DN3765  PID         -  DN3765
 DN3765  STATE/COUNTY-  FL/COLLIER
 DN3765  COUNTRY     -  US
 DN3765  USGS QUAD   -  MARCO ISLAND (2018)
 DN3765
 DN3765                         *CURRENT SURVEY CONTROL
 DN3765  ______________________________________________________________________
 DN3765* NAD 83(1986) POSITION- 25 59 30.9    (N) 081 42 08.9    (W)   HD_HELD2
 DN3765* NAVD 88 ORTHO HEIGHT -     1.659 (meters)        5.44  (feet) ADJUSTED
 DN3765  ______________________________________________________________________
 DN3765  GEOID HEIGHT    -        -23.315 (meters)                     GEOID18
 DN3765  DYNAMIC HEIGHT  -          1.656 (meters)        5.43  (feet) COMP
 DN3765  MODELED GRAVITY -    979,039.5   (mgal)                       NAVD 88
 DN3765
 DN3765  VERT ORDER      -  FIRST     CLASS II
 DN3765
 DN3765.The horizontal coordinates were established by autonomous hand held GPS
 DN3765.observations and have an estimated accuracy of +/- 10 meters.
 DN3765
 DN3765.The orthometric height was determined by differential leveling and
 DN3765.adjusted by the NATIONAL GEODETIC SURVEY
 DN3765.in May 2013.
 DN3765
 DN3765.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3765.GEOID18 height accuracy estimate available here.
 DN3765
 DN3765.Click photographs - Photos may exist for this station.
 DN3765
 DN3765.The dynamic height is computed by dividing the NAVD 88
 DN3765.geopotential number by the normal gravity value computed on the
 DN3765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3765.degrees latitude (g = 980.6199 gals.).
 DN3765
 DN3765.The modeled gravity was interpolated from observed gravity values.
 DN3765
 DN3765;                    North         East    Units  Estimated Accuracy
 DN3765;SPC FL E     -   183,908.      129,668.      MT  (+/- 10 meters HH2 GPS)
 DN3765
 DN3765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2969274977(NAD 83)
 DN3765
 DN3765                          SUPERSEDED SURVEY CONTROL
 DN3765
 DN3765.No superseded survey control is available for this station.
 DN3765
 DN3765_MARKER: DD = SURVEY DISK
 DN3765_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN3765_SP_SET: HIGH POWER LINE BASE
 DN3765_STAMPING: 4996 H 2008
 DN3765_MARK LOGO: FLDEP
 DN3765_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3765_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3765+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2013
 DN3765
 DN3765  HISTORY     - Date     Condition        Report By
 DN3765  HISTORY     - 20080628 MONUMENTED       FLDEP
 DN3765  HISTORY     - 20130710 GOOD             FL-021
 DN3765
 DN3765                          STATION DESCRIPTION
 DN3765
 DN3765'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3765'THE MARK IS ABOUT 6.9 MI (11.1 KM) WEST OF ROYAL PALM HAMMOCK, 4.0 MI
 DN3765'(6.4 KM) SOUTH OF BELLE MEADE, 2.1 MI (3.4 KM) NORTHEAST OF MARCO, IN
 DN3765'SECTION 28, TOWNSHIP 51 SOUTH, RANGE 26 EAST.
 DN3765'
 DN3765'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3765'TRAIL) AND STATE HIGHWAY 951 (COLLIER BOULEVARD) IN NAPLES, GO SOUTH
 DN3765'ON STATE HIGHWAY 951 (COLLIER BOULEVARD) FOR 4.95 MI (8.0 KM) TO A
 DN3765'MEDIAN CROSS-OVER ON THE LEFT AND THE MARK ON THE RIGHT, SET FLUSH IN
 DN3765'THE TOP OF A ROUND CONCRETE BASE THAT SUPPORTS A HIGH POWER LINE,
 DN3765'ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF THE GROUND AND 3.0 FT (0.9 M)
 DN3765'ABOVE THE LEVEL OF STATE HIGHWAY 951 SOUTHBOUND LANES.
 DN3765'
 DN3765'LOCATED 103.7 FT (31.6 M) WEST OF THE CENTERLINE OF STATE HIGHWAY 951
 DN3765'SOUTHBOUND LANES, 15.0 FT (4.6 M) SOUTH OF THE APPROXIMATE CENTERLINE
 DN3765'OF A POWER LINE ACCESS ENTRANCE, 0.9 FT (27 CM) NORTH OF THE METAL
 DN3765'POWER POLE NUMBER 6A18 AND 0.8 FT (24 CM) SOUTH OF THE NORTH FACE OF
 DN3765'THE ROUND CONCRETE FOUNDATION.
 DN3765
 DN3765                          STATION RECOVERY (2013)
 DN3765
 DN3765'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3764 ***********************************************************************
 DN3764  DESIGNATION -  872 4996 J
 DN3764  PID         -  DN3764
 DN3764  STATE/COUNTY-  FL/COLLIER
 DN3764  COUNTRY     -  US
 DN3764  USGS QUAD   -  MARCO ISLAND (2018)
 DN3764
 DN3764                         *CURRENT SURVEY CONTROL
 DN3764  ______________________________________________________________________
 DN3764* NAD 83(1986) POSITION- 25 59 41.4    (N) 081 42 08.5    (W)   HD_HELD2
 DN3764* NAVD 88 ORTHO HEIGHT -     2.174 (meters)        7.13  (feet) ADJUSTED
 DN3764  ______________________________________________________________________
 DN3764  GEOID HEIGHT    -        -23.321 (meters)                     GEOID18
 DN3764  DYNAMIC HEIGHT  -          2.171 (meters)        7.12  (feet) COMP
 DN3764  MODELED GRAVITY -    979,039.7   (mgal)                       NAVD 88
 DN3764
 DN3764  VERT ORDER      -  FIRST     CLASS II
 DN3764
 DN3764.The horizontal coordinates were established by autonomous hand held GPS
 DN3764.observations and have an estimated accuracy of +/- 10 meters.
 DN3764
 DN3764.The orthometric height was determined by differential leveling and
 DN3764.adjusted by the NATIONAL GEODETIC SURVEY
 DN3764.in May 2013.
 DN3764
 DN3764.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3764.GEOID18 height accuracy estimate available here.
 DN3764
 DN3764.Click photographs - Photos may exist for this station.
 DN3764
 DN3764.The dynamic height is computed by dividing the NAVD 88
 DN3764.geopotential number by the normal gravity value computed on the
 DN3764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3764.degrees latitude (g = 980.6199 gals.).
 DN3764
 DN3764.The modeled gravity was interpolated from observed gravity values.
 DN3764
 DN3764;                    North         East    Units  Estimated Accuracy
 DN3764;SPC FL E     -   184,231.      129,681.      MT  (+/- 10 meters HH2 GPS)
 DN3764
 DN3764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2970575300(NAD 83)
 DN3764
 DN3764                          SUPERSEDED SURVEY CONTROL
 DN3764
 DN3764.No superseded survey control is available for this station.
 DN3764
 DN3764_MARKER: DD = SURVEY DISK
 DN3764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DN3764_SP_SET: HIGH POWER LINE BASE
 DN3764_STAMPING: 4996 J 2008
 DN3764_MARK LOGO: FLDEP
 DN3764_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3764+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2013
 DN3764
 DN3764  HISTORY     - Date     Condition        Report By
 DN3764  HISTORY     - 20080628 MONUMENTED       FLDEP
 DN3764  HISTORY     - 20130710 GOOD             FL-021
 DN3764
 DN3764                          STATION DESCRIPTION
 DN3764
 DN3764'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3764'THE MARK IS ABOUT 6.9 MI (11.1 KM) WEST OF ROYAL PALM HAMMOCK, 3.8 MI
 DN3764'(6.1 KM) SOUTH OF BELLE MEADE, 2.3 MI (3.7 KM) NORTHEAST OF MARCO, IN
 DN3764'SECTION 28, TOWNSHIP 51 SOUTH, RANGE 26 EAST.
 DN3764'
 DN3764'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3764'TRAIL) AND STATE HIGHWAY 951 (COLLIER BOULEVARD) IN NAPLES, GO SOUTH
 DN3764'ON STATE HIGHWAY 951 (COLLIER BOULEVARD) FOR 4.8 MI (7.7 KM) TO THE
 DN3764'SOUTH END OF THE MCILVANE CREEK BRIDGE NUMBER 030287 1999 AND THE MARK
 DN3764'ON THE RIGHT, SET FLUSH IN THE TOP OF A ROUND CONCRETE BASE (ON THE
 DN3764'EAST SIDE) THAT SUPPORTS A HIGH POWER LINE AND ABOUT 1.5 FT (0.5 M)
 DN3764'ABOVE THE LEVEL OF THE GROUND AND ABOVE THE LEVEL OF STATE HIGHWAY 951
 DN3764'SOUTHBOUND LANES.
 DN3764'
 DN3764'LOCATED 102.0 FT (31.1 M) WEST OF THE CENTERLINE OF STATE HIGHWAY 951
 DN3764'SOUTHBOUND LANES, ABOUT 80.0 FT (24.4 M) WEST-SOUTHWEST OF THE SOUTH
 DN3764'END OF A METAL GUARDRAIL, 1.0 FT (0.3 M) EAST OF THE METAL POWER POLE
 DN3764'NUMBER 6A17 AND 0.7 FT (21 CM) WEST OF THE EAST FACE ON THE ROUND
 DN3764'CONCRETE BASE.
 DN3764
 DN3764                          STATION RECOVERY (2013)
 DN3764
 DN3764'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3764'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3763 ***********************************************************************
 DN3763  DESIGNATION -  872 4996 K
 DN3763  PID         -  DN3763
 DN3763  STATE/COUNTY-  FL/COLLIER
 DN3763  COUNTRY     -  US
 DN3763  USGS QUAD   -  MARCO ISLAND (2018)
 DN3763
 DN3763                         *CURRENT SURVEY CONTROL
 DN3763  ______________________________________________________________________
 DN3763* NAD 83(1986) POSITION- 25 59 43.6    (N) 081 42 07.5    (W)   HD_HELD2
 DN3763* NAVD 88 ORTHO HEIGHT -     1.978 (meters)        6.49  (feet) ADJUSTED
 DN3763  ______________________________________________________________________
 DN3763  GEOID HEIGHT    -        -23.322 (meters)                     GEOID18
 DN3763  DYNAMIC HEIGHT  -          1.975 (meters)        6.48  (feet) COMP
 DN3763  MODELED GRAVITY -    979,039.8   (mgal)                       NAVD 88
 DN3763
 DN3763  VERT ORDER      -  FIRST     CLASS II
 DN3763
 DN3763.The horizontal coordinates were established by autonomous hand held GPS
 DN3763.observations and have an estimated accuracy of +/- 10 meters.
 DN3763
 DN3763.The orthometric height was determined by differential leveling and
 DN3763.adjusted by the NATIONAL GEODETIC SURVEY
 DN3763.in May 2013.
 DN3763
 DN3763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3763.GEOID18 height accuracy estimate available here.
 DN3763
 DN3763.Click photographs - Photos may exist for this station.
 DN3763
 DN3763.The dynamic height is computed by dividing the NAVD 88
 DN3763.geopotential number by the normal gravity value computed on the
 DN3763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3763.degrees latitude (g = 980.6199 gals.).
 DN3763
 DN3763.The modeled gravity was interpolated from observed gravity values.
 DN3763
 DN3763;                    North         East    Units  Estimated Accuracy
 DN3763;SPC FL E     -   184,299.      129,709.      MT  (+/- 10 meters HH2 GPS)
 DN3763
 DN3763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2973375368(NAD 83)
 DN3763
 DN3763                          SUPERSEDED SURVEY CONTROL
 DN3763
 DN3763.No superseded survey control is available for this station.
 DN3763
 DN3763_MARKER: DD = SURVEY DISK
 DN3763_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN3763_SP_SET: BRIDGE ABUTMENT
 DN3763_STAMPING: 4996 K 2008
 DN3763_MARK LOGO: FLDEP
 DN3763_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3763+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2013
 DN3763
 DN3763  HISTORY     - Date     Condition        Report By
 DN3763  HISTORY     - 20080628 MONUMENTED       FLDEP
 DN3763  HISTORY     - 20130710 GOOD             FL-021
 DN3763
 DN3763                          STATION DESCRIPTION
 DN3763
 DN3763'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3763'THE MARK IS ABOUT 6.8 MI (10.9 KM) WEST OF ROYAL PALM HAMMOCK, 3.7 MI
 DN3763'(6.0 KM) SOUTH OF BELLE MEADE, 2.3 MI (3.7 KM) NORTHEAST OF MARCO, IN
 DN3763'SECTION 28, TOWNSHIP 51 SOUTH, RANGE 26 EAST.
 DN3763'
 DN3763'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3763'TRAIL) AND STATE HIGHWAY 951 (COLLIER BOULEVARD) IN NAPLES, GO SOUTH
 DN3763'ON STATE HIGHWAY 951 (COLLIER BOULEVARD) FOR 4.8 MI (7.7 KM) TO THE
 DN3763'SOUTH END OF THE MCILVANE CREEK BRIDGE NUMBER 030287 1999 AND THE MARK
 DN3763'ON THE RIGHT, SET FLUSH IN THE TOP OF THE SOUTHWEST ABUTMENT OF THE
 DN3763'MCILVANE CREEK BRIDGE NUMBER 030287 1999 AND ABOUT 4.0 FT (1.2 M)
 DN3763'BELOW THE LEVEL OF STATE HIGHWAY 951 SOUTHBOUND LANES.
 DN3763'
 DN3763'LOCATED 24.0 FT (7.3 M) WEST OF THE CENTERLINE OF STATE HIGHWAY 951
 DN3763'SOUTHBOUND LANES, 12.5 FT (3.8 M) NORTH OF THE SOUTH END OF THE
 DN3763'GUARDRAIL AND 0.3 FT (9 CM) EAST OF THE WEST FACE OF THE ABUTMENT.
 DN3763
 DN3763                          STATION RECOVERY (2013)
 DN3763
 DN3763'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3763'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3762 ***********************************************************************
 DN3762  DESIGNATION -  872 4996 L
 DN3762  PID         -  DN3762
 DN3762  STATE/COUNTY-  FL/COLLIER
 DN3762  COUNTRY     -  US
 DN3762  USGS QUAD   -  MARCO ISLAND (2018)
 DN3762
 DN3762                         *CURRENT SURVEY CONTROL
 DN3762  ______________________________________________________________________
 DN3762* NAD 83(1986) POSITION- 25 59 43.7    (N) 081 42 06.4    (W)   HD_HELD2
 DN3762* NAVD 88 ORTHO HEIGHT -     2.001 (meters)        6.56  (feet) ADJUSTED
 DN3762  ______________________________________________________________________
 DN3762  GEOID HEIGHT    -        -23.323 (meters)                     GEOID18
 DN3762  DYNAMIC HEIGHT  -          1.998 (meters)        6.56  (feet) COMP
 DN3762  MODELED GRAVITY -    979,039.8   (mgal)                       NAVD 88
 DN3762
 DN3762  VERT ORDER      -  FIRST     CLASS II
 DN3762
 DN3762.The horizontal coordinates were established by autonomous hand held GPS
 DN3762.observations and have an estimated accuracy of +/- 10 meters.
 DN3762
 DN3762.The orthometric height was determined by differential leveling and
 DN3762.adjusted by the NATIONAL GEODETIC SURVEY
 DN3762.in May 2013.
 DN3762
 DN3762.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3762.GEOID18 height accuracy estimate available here.
 DN3762
 DN3762.Click photographs - Photos may exist for this station.
 DN3762
 DN3762.The dynamic height is computed by dividing the NAVD 88
 DN3762.geopotential number by the normal gravity value computed on the
 DN3762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3762.degrees latitude (g = 980.6199 gals.).
 DN3762
 DN3762.The modeled gravity was interpolated from observed gravity values.
 DN3762
 DN3762;                    North         East    Units  Estimated Accuracy
 DN3762;SPC FL E     -   184,302.      129,740.      MT  (+/- 10 meters HH2 GPS)
 DN3762
 DN3762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2976375370(NAD 83)
 DN3762
 DN3762                          SUPERSEDED SURVEY CONTROL
 DN3762
 DN3762.No superseded survey control is available for this station.
 DN3762
 DN3762_MARKER: DD = SURVEY DISK
 DN3762_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN3762_SP_SET: BRIDGE ABUTMENT
 DN3762_STAMPING: 4996 L 2008
 DN3762_MARK LOGO: FLDEP
 DN3762_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3762_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3762+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2013
 DN3762
 DN3762  HISTORY     - Date     Condition        Report By
 DN3762  HISTORY     - 20080628 MONUMENTED       FLDEP
 DN3762  HISTORY     - 20130710 GOOD             FL-021
 DN3762
 DN3762                          STATION DESCRIPTION
 DN3762
 DN3762'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3762'THE MARK IS ABOUT 6.8 MI (10.9 KM) WEST OF ROYAL PALM HAMMOCK, 3.7 MI
 DN3762'(6.0 KM) SOUTH OF BELLE MEADE, 2.3 MI (3.7 KM) NORTHEAST OF MARCO, IN
 DN3762'SECTION 28, TOWNSHIP 51 SOUTH, RANGE 26 EAST.
 DN3762'
 DN3762'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3762'TRAIL) AND STATE HIGHWAY 951 (COLLIER BOULEVARD) IN NAPLES, GO SOUTH
 DN3762'ON STATE HIGHWAY 951 (COLLIER BOULEVARD) FOR 4.75 MI (7.6 KM) TO THE
 DN3762'NORTH END OF THE MCILVANE CREEK BRIDGE NUMBER 030287 1999 AND THE MARK
 DN3762'ON THE LEFT, SET FLUSH IN THE TOP OF THE NORTHEAST ABUTMENT OF THE
 DN3762'MCILVANE CREEK BRIDGE NUMBER 030287 1999 AND ABOUT 4.0 FT (1.2 M)
 DN3762'BELOW THE LEVEL OF STATE HIGHWAY 951 NORTHBOUND LANES.
 DN3762'
 DN3762'LOCATED 24.0 FT (7.3 M) EAST OF THE CENTERLINE OF STATE HIGHWAY 951
 DN3762'NORTHBOUND LANES, 12.8 FT (3.9 M) SOUTH OF THE END OF THE BRIDGE
 DN3762'GUARDRAIL AND 0.4 FT (12 CM) WEST OF THE EAST FACE OF THE ABUTMENT.
 DN3762
 DN3762                          STATION RECOVERY (2013)
 DN3762
 DN3762'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3762'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7974 ***********************************************************************
 AD7974  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7974  DESIGNATION -  872 5019 A TIDAL
 AD7974  PID         -  AD7974
 AD7974  STATE/COUNTY-  FL/COLLIER
 AD7974  COUNTRY     -  US
 AD7974  USGS QUAD   -  NAPLES SOUTH (2018)
 AD7974
 AD7974                         *CURRENT SURVEY CONTROL
 AD7974  ______________________________________________________________________
 AD7974* NAD 83(1986) POSITION- 26 01 45.0    (N) 081 46 04.5    (W)   HD_HELD2
 AD7974* NAVD 88 ORTHO HEIGHT -     0.406 (meters)        1.33  (feet) ADJUSTED
 AD7974  ______________________________________________________________________
 AD7974  GEOID HEIGHT    -        -23.284 (meters)                     GEOID18
 AD7974  DYNAMIC HEIGHT  -          0.405 (meters)        1.33  (feet) COMP
 AD7974  MODELED GRAVITY -    979,041.8   (mgal)                       NAVD 88
 AD7974
 AD7974  VERT ORDER      -  SECOND    CLASS I
 AD7974
 AD7974.The horizontal coordinates were established by autonomous hand held GPS
 AD7974.observations and have an estimated accuracy of +/- 10 meters.
 AD7974
 AD7974.The orthometric height was determined by differential leveling and
 AD7974.adjusted by the NATIONAL GEODETIC SURVEY
 AD7974.in July 1993.
 AD7974
 AD7974.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7974.GEOID18 height accuracy estimate available here.
 AD7974
 AD7974.This Tidal Bench Mark is designated as VM 7823
 AD7974.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7974
 AD7974.Click photographs - Photos may exist for this station.
 AD7974
 AD7974.The dynamic height is computed by dividing the NAVD 88
 AD7974.geopotential number by the normal gravity value computed on the
 AD7974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7974.degrees latitude (g = 980.6199 gals.).
 AD7974
 AD7974.The modeled gravity was interpolated from observed gravity values.
 AD7974
 AD7974;                    North         East    Units  Estimated Accuracy
 AD7974;SPC FL E     -   188,072.      123,140.      MT  (+/- 10 meters HH2 GPS)
 AD7974
 AD7974_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2316679139(NAD 83)
 AD7974
 AD7974                          SUPERSEDED SURVEY CONTROL
 AD7974
 AD7974  NGVD 29 (09/01/92)    0.799  (m)            2.62   (f) ADJUSTED    2 1
 AD7974
 AD7974.Superseded values are not recommended for survey control.
 AD7974
 AD7974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7974.See file dsdata.pdf to determine how the superseded data were derived.
 AD7974
 AD7974_MARKER: DJ = TIDAL STATION DISK
 AD7974_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AD7974_STAMPING: 5019 A 1978
 AD7974_MARK LOGO: NOS
 AD7974_PROJECTION: FLUSH
 AD7974_MAGNETIC: I = MARKER IS A STEEL ROD
 AD7974_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7974+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 AD7974
 AD7974  HISTORY     - Date     Condition        Report By
 AD7974  HISTORY     - 1978     MONUMENTED       NOS
 AD7974  HISTORY     - 1986     GOOD             FLDNR
 AD7974  HISTORY     - 20080627 GOOD             FLDEP
 AD7974
 AD7974                          STATION DESCRIPTION
 AD7974
 AD7974'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD7974'8.0 MI SSE FROM NAPLES.
 AD7974'THE MARK IS LOCATED ON KEEWAYDIN ISLAND, ON THE PROPERTY OF THE
 AD7974'NAPLES CRUISE CLUB.  THE MARK CAN BE REACHED BY BOAT BY BEGINNING AT
 AD7974'THE U.S. HIGHWAY 41 BRIDGE OVER THE GORDON RIVER IN NAPLES, GO 8.0
 AD7974'MILES SOUTH ALONG THE INTRACOASTAL WATERWAY TO DAYBEACON NUMBER 40.
 AD7974'THE MARK IS LOCATED IN THE VICINITY OF A WOOD DOCK, APPROXIMATELY 700
 AD7974'FEET SOUTH OF DAYBEACON NUMBER 40, AND 900 FEET NORTH-NORTHWEST OF
 AD7974'DAYBEACON NUMBER 39.  THE MARK CAN ALSO BE REACHED BY BEGINNING AT
 AD7974'THE NORTH END OF KEEWAYDIN ISLAND, GO 4.80 MILES SOUTH-SOUTHEAST
 AD7974'ALONG THE BEACH TO THE MARK.  THE MARK BEARS 58.7 FEET SOUTHEAST OF
 AD7974'THE SOUTHEAST CORNER OF A PICNIC SHELTER, 27.5 FEET SOUTHEAST OF A
 AD7974'1.0 FOOT PINE TREE, 21.1 FEET SOUTH OF THE DOCK, AND 11.8 FEET WEST
 AD7974'OF THE SHORELINE.
 AD7974
 AD7974                          STATION RECOVERY (2008)
 AD7974
 AD7974'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AD7974'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7975 ***********************************************************************
 AD7975  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7975  DESIGNATION -  872 5019 B TIDAL
 AD7975  PID         -  AD7975
 AD7975  STATE/COUNTY-  FL/COLLIER
 AD7975  COUNTRY     -  US
 AD7975  USGS QUAD   -  NAPLES SOUTH (2018)
 AD7975
 AD7975                         *CURRENT SURVEY CONTROL
 AD7975  ______________________________________________________________________
 AD7975* NAD 83(1986) POSITION- 26 01 45.6    (N) 081 46 06.4    (W)   HD_HELD2
 AD7975* NAVD 88 ORTHO HEIGHT -     0.765 (meters)        2.51  (feet) ADJUSTED
 AD7975  ______________________________________________________________________
 AD7975  GEOID HEIGHT    -        -23.283 (meters)                     GEOID18
 AD7975  DYNAMIC HEIGHT  -          0.764 (meters)        2.51  (feet) COMP
 AD7975  MODELED GRAVITY -    979,041.9   (mgal)                       NAVD 88
 AD7975
 AD7975  VERT ORDER      -  SECOND    CLASS I
 AD7975
 AD7975.The horizontal coordinates were established by autonomous hand held GPS
 AD7975.observations and have an estimated accuracy of +/- 10 meters.
 AD7975
 AD7975.The orthometric height was determined by differential leveling and
 AD7975.adjusted by the NATIONAL GEODETIC SURVEY
 AD7975.in March 2011.
 AD7975
 AD7975.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7975.GEOID18 height accuracy estimate available here.
 AD7975
 AD7975.This Tidal Bench Mark is designated as VM 7824
 AD7975.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7975
 AD7975.Click photographs - Photos may exist for this station.
 AD7975
 AD7975.The dynamic height is computed by dividing the NAVD 88
 AD7975.geopotential number by the normal gravity value computed on the
 AD7975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7975.degrees latitude (g = 980.6199 gals.).
 AD7975
 AD7975.The modeled gravity was interpolated from observed gravity values.
 AD7975
 AD7975;                    North         East    Units  Estimated Accuracy
 AD7975;SPC FL E     -   188,091.      123,087.      MT  (+/- 10 meters HH2 GPS)
 AD7975
 AD7975_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2311379158(NAD 83)
 AD7975
 AD7975                          SUPERSEDED SURVEY CONTROL
 AD7975
 AD7975  NAVD 88 (07/19/93)    0.762  (m)            2.50   (f) SUPERSEDED  2 1
 AD7975  NGVD 29 (09/01/92)    1.155  (m)            3.79   (f) ADJUSTED    2 1
 AD7975
 AD7975.Superseded values are not recommended for survey control.
 AD7975
 AD7975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7975.See file dsdata.pdf to determine how the superseded data were derived.
 AD7975
 AD7975_MARKER: DJ = TIDAL STATION DISK
 AD7975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7975_STAMPING: 5019 B 1978
 AD7975_MARK LOGO: NOS
 AD7975_PROJECTION: FLUSH
 AD7975_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7975+STABILITY: SURFACE MOTION
 AD7975_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD7975+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 AD7975
 AD7975  HISTORY     - Date     Condition        Report By
 AD7975  HISTORY     - 1978     MONUMENTED       NOS
 AD7975  HISTORY     - 1986     GOOD             FLDNR
 AD7975  HISTORY     - 20080627 GOOD             FLDEP
 AD7975
 AD7975                          STATION DESCRIPTION
 AD7975
 AD7975'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD7975'8.0 MI SSE FROM NAPLES.
 AD7975'THE MARK IS LOCATED ON KEEWAYDIN ISLAND, ON THE PROPERTY OF THE
 AD7975'NAPLES CRUISE CLUB.  THE MARK CAN BE REACHED BY BOAT BY BEGINNING AT
 AD7975'THE U.S. HIGHWAY 41 BRIDGE OVER THE GORDON RIVER IN NAPLES, GO 8.0
 AD7975'MILES SOUTH ALONG THE INTERCOASTAL WATERWAY TO DAYBEACON NUMBER 40.
 AD7975'THE MARK IS LOCATED IN THE VICINITY OF A WOOD DOCK, APPROXIMATELY 700
 AD7975'FEET SOUTH OF DAYBEACON NUMBER 40, AND 900 FEET NORTH-NORTHWEST OF
 AD7975'DAYBEACON NUMBER 39.  THE MARK CAN ALSO BE REACHED BY BEGINNING AT
 AD7975'THE NORTH END.  OF KEEWAYDIN ISLAND, GO 4.80 MILES SOUTH-SOUTHEAST
 AD7975'ALONG THE BEACH TO THE MARK.  THE MARK BEARS 200 FEET WEST-NORTHWEST
 AD7975'OF BENCH MARK 5019 A, 8.1 FEET WEST OF A 12 INCH DIAMETER PINE TREE,
 AD7975'25.2 FEET NORTHEAST OF A TWIN PALM TREE AND 16.0 FEET NORTH OF THE
 AD7975'CENTER OF A PATH.
 AD7975'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
 AD7975
 AD7975                          STATION RECOVERY (2008)
 AD7975
 AD7975'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AD7975'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7976 ***********************************************************************
 AD7976  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7976  DESIGNATION -  872 5019 C TIDAL
 AD7976  PID         -  AD7976
 AD7976  STATE/COUNTY-  FL/COLLIER
 AD7976  COUNTRY     -  US
 AD7976  USGS QUAD   -  NAPLES SOUTH (2018)
 AD7976
 AD7976                         *CURRENT SURVEY CONTROL
 AD7976  ______________________________________________________________________
 AD7976* NAD 83(1986) POSITION- 26 01 45.2    (N) 081 46 08.8    (W)   HD_HELD2
 AD7976* NAVD 88 ORTHO HEIGHT -     0.954 (meters)        3.13  (feet) ADJUSTED
 AD7976  ______________________________________________________________________
 AD7976  GEOID HEIGHT    -        -23.282 (meters)                     GEOID18
 AD7976  DYNAMIC HEIGHT  -          0.953 (meters)        3.13  (feet) COMP
 AD7976  MODELED GRAVITY -    979,041.9   (mgal)                       NAVD 88
 AD7976
 AD7976  VERT ORDER      -  SECOND    CLASS I
 AD7976
 AD7976.The horizontal coordinates were established by autonomous hand held GPS
 AD7976.observations and have an estimated accuracy of +/- 10 meters.
 AD7976
 AD7976.The orthometric height was determined by differential leveling and
 AD7976.adjusted by the NATIONAL GEODETIC SURVEY
 AD7976.in July 1993.
 AD7976
 AD7976.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7976.GEOID18 height accuracy estimate available here.
 AD7976
 AD7976.This Tidal Bench Mark is designated as VM 7825
 AD7976.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7976
 AD7976.Click photographs - Photos may exist for this station.
 AD7976
 AD7976.The dynamic height is computed by dividing the NAVD 88
 AD7976.geopotential number by the normal gravity value computed on the
 AD7976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7976.degrees latitude (g = 980.6199 gals.).
 AD7976
 AD7976.The modeled gravity was interpolated from observed gravity values.
 AD7976
 AD7976;                    North         East    Units  Estimated Accuracy
 AD7976;SPC FL E     -   188,079.      123,021.      MT  (+/- 10 meters HH2 GPS)
 AD7976
 AD7976_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2304679146(NAD 83)
 AD7976
 AD7976                          SUPERSEDED SURVEY CONTROL
 AD7976
 AD7976  NGVD 29 (09/01/92)    1.348  (m)            4.42   (f) ADJUSTED    2 1
 AD7976
 AD7976.Superseded values are not recommended for survey control.
 AD7976
 AD7976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7976.See file dsdata.pdf to determine how the superseded data were derived.
 AD7976
 AD7976_MARKER: DJ = TIDAL STATION DISK
 AD7976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7976_STAMPING: 5019 C 1978
 AD7976_MARK LOGO: NOS
 AD7976_PROJECTION: FLUSH
 AD7976_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7976+STABILITY: SURFACE MOTION
 AD7976_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD7976+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 AD7976
 AD7976  HISTORY     - Date     Condition        Report By
 AD7976  HISTORY     - 1978     MONUMENTED       NOS
 AD7976  HISTORY     - 1986     GOOD             FLDNR
 AD7976  HISTORY     - 20080627 GOOD             FLDEP
 AD7976
 AD7976                          STATION DESCRIPTION
 AD7976
 AD7976'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD7976'8.0 MI SSE FROM NAPLES.
 AD7976'THE MARK IS LOCATED ON KEEWAYDIN ISLAND, ON THE PROPERTY OF THE
 AD7976'NAPLES CRUISE CLUB.  THE MARK CAN BE REACHED BY BOAT BY BEGINNING AT
 AD7976'THE U.S. HIGHWAY 41 BRIDGE OVER THE GORDON RIVER IN NAPLES, GO 8.0
 AD7976'MILES SOUTH ALONG THE INTERCOASTAL WATERWAY TO DAYBEACON NUMBER 40.
 AD7976'THE MARK IS LOCATED IN THE VICINITY OF A WOOD DOCK, APPROXIMATELY 700
 AD7976'FEET SOUTH OF DAYBEACON NUMBER 40, AND 900 FEET NORTH-NORTHWEST OF
 AD7976'DAYBEACON NUMBER 39.  THE MARK CAN ALSO BE REACHED BY BEGINNING AT
 AD7976'THE NORTH END.  OF KEEWAYDIN ISLAND, GO 4.80 MILES SOUTH-SOUTHEAST
 AD7976'ALONG THE BEACH TO THE MARK.  THE MARK BEARS 200 FEET WEST OF BENCH
 AD7976'MARK 5019 B, 6.4 FEET SOUTH OF THE CENTER OF A PATH, AND 4.1 FEET
 AD7976'NORTHWEST OF TWIN PALM TREES.
 AD7976'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
 AD7976
 AD7976                          STATION RECOVERY (2008)
 AD7976
 AD7976'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AD7976'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7977 ***********************************************************************
 AD7977  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7977  DESIGNATION -  872 5019 D TIDAL
 AD7977  PID         -  AD7977
 AD7977  STATE/COUNTY-  FL/COLLIER
 AD7977  COUNTRY     -  US
 AD7977  USGS QUAD   -  NAPLES SOUTH (2018)
 AD7977
 AD7977                         *CURRENT SURVEY CONTROL
 AD7977  ______________________________________________________________________
 AD7977* NAD 83(1986) POSITION- 26 01 45.4    (N) 081 46 10.5    (W)   HD_HELD2
 AD7977* NAVD 88 ORTHO HEIGHT -     0.844 (meters)        2.77  (feet) ADJUSTED
 AD7977  ______________________________________________________________________
 AD7977  GEOID HEIGHT    -        -23.281 (meters)                     GEOID18
 AD7977  DYNAMIC HEIGHT  -          0.843 (meters)        2.77  (feet) COMP
 AD7977  MODELED GRAVITY -    979,041.8   (mgal)                       NAVD 88
 AD7977
 AD7977  VERT ORDER      -  SECOND    CLASS I
 AD7977
 AD7977.The horizontal coordinates were established by autonomous hand held GPS
 AD7977.observations and have an estimated accuracy of +/- 10 meters.
 AD7977
 AD7977.The orthometric height was determined by differential leveling and
 AD7977.adjusted by the NATIONAL GEODETIC SURVEY
 AD7977.in July 1993.
 AD7977
 AD7977.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7977.GEOID18 height accuracy estimate available here.
 AD7977
 AD7977.This Tidal Bench Mark is designated as VM 7826
 AD7977.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7977
 AD7977.Click photographs - Photos may exist for this station.
 AD7977
 AD7977.The dynamic height is computed by dividing the NAVD 88
 AD7977.geopotential number by the normal gravity value computed on the
 AD7977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7977.degrees latitude (g = 980.6199 gals.).
 AD7977
 AD7977.The modeled gravity was interpolated from observed gravity values.
 AD7977
 AD7977;                    North         East    Units  Estimated Accuracy
 AD7977;SPC FL E     -   188,085.      122,973.      MT  (+/- 10 meters HH2 GPS)
 AD7977
 AD7977_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2299979153(NAD 83)
 AD7977
 AD7977                          SUPERSEDED SURVEY CONTROL
 AD7977
 AD7977  NGVD 29 (09/01/92)    1.238  (m)            4.06   (f) ADJUSTED    2 1
 AD7977
 AD7977.Superseded values are not recommended for survey control.
 AD7977
 AD7977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7977.See file dsdata.pdf to determine how the superseded data were derived.
 AD7977
 AD7977_MARKER: DJ = TIDAL STATION DISK
 AD7977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7977_STAMPING: 5019 D 1978
 AD7977_MARK LOGO: NOS
 AD7977_PROJECTION: FLUSH
 AD7977_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7977+STABILITY: SURFACE MOTION
 AD7977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7977+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 AD7977
 AD7977  HISTORY     - Date     Condition        Report By
 AD7977  HISTORY     - 1978     MONUMENTED       NOS
 AD7977  HISTORY     - 1986     GOOD             FLDNR
 AD7977  HISTORY     - 20080627 GOOD             FLDEP
 AD7977
 AD7977                          STATION DESCRIPTION
 AD7977
 AD7977'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD7977'8.0 MI SSE FROM NAPLES.
 AD7977'THE MARK IS LOCATED ON KEEWAYDIN ISLAND, ON THE PROPERTY OF THE
 AD7977'NAPLES CRUISE CLUB.  THE MARK CAN BE REACHED BY BOAT BY BEGINNING AT
 AD7977'THE U.S. HIGHWAY 41 BRIDGE OVER THE GORDON RIVER IN NAPLES, GO 8.0
 AD7977'MILES SOUTH ALONG THE INTERCOASTAL WATERWAY TO DAYBEACON NUMBER 40.
 AD7977'THE MARK IS LOCATED IN THE VICINITY OF A WOOD DOCK, APPROXIMATELY 700
 AD7977'FEET SOUTH OF DAYBEACON NUMBER 40, AND 900 FEET NORTH-NORTHWEST OF
 AD7977'DAYBEACON NUMBER 39.  THE MARK CAN ALSO BE REACHED BY BEGINNING AT
 AD7977'THE NORTH END.  OF KEEWAYDIN ISLAND, GO 4.80 MILES SOUTH-SOUTHEAST
 AD7977'ALONG THE BEACH TO THE MARK.  THE MARK BEARS 198.2 FEET WEST OF BENCH
 AD7977'MARK 5019 C, 21.2 FEET NORTH OF THE CENTER OF THE PATH, AND 4.0 FEET
 AD7977'SOUTH OF THE TALL VEGETATION LINE.
 AD7977'THE MARK IS 1.0 FT  S FROM A WITNESS POST.
 AD7977
 AD7977                          STATION RECOVERY (2008)
 AD7977
 AD7977'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AD7977'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7978 ***********************************************************************
 AD7978  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7978  DESIGNATION -  872 5019 E TIDAL
 AD7978  PID         -  AD7978
 AD7978  STATE/COUNTY-  FL/COLLIER
 AD7978  COUNTRY     -  US
 AD7978  USGS QUAD   -  NAPLES SOUTH (2018)
 AD7978
 AD7978                         *CURRENT SURVEY CONTROL
 AD7978  ______________________________________________________________________
 AD7978* NAD 83(1986) POSITION- 26 01 45.4    (N) 081 46 13.1    (W)   HD_HELD2
 AD7978* NAVD 88 ORTHO HEIGHT -     1.627 (meters)        5.34  (feet) ADJUSTED
 AD7978  ______________________________________________________________________
 AD7978  GEOID HEIGHT    -        -23.280 (meters)                     GEOID18
 AD7978  DYNAMIC HEIGHT  -          1.624 (meters)        5.33  (feet) COMP
 AD7978  MODELED GRAVITY -    979,041.9   (mgal)                       NAVD 88
 AD7978
 AD7978  VERT ORDER      -  SECOND    CLASS I
 AD7978
 AD7978.The horizontal coordinates were established by autonomous hand held GPS
 AD7978.observations and have an estimated accuracy of +/- 10 meters.
 AD7978
 AD7978.The orthometric height was determined by differential leveling and
 AD7978.adjusted by the NATIONAL GEODETIC SURVEY
 AD7978.in March 2011.
 AD7978
 AD7978.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7978.GEOID18 height accuracy estimate available here.
 AD7978
 AD7978.This Tidal Bench Mark is designated as VM 7827
 AD7978.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7978
 AD7978.Click photographs - Photos may exist for this station.
 AD7978
 AD7978.The dynamic height is computed by dividing the NAVD 88
 AD7978.geopotential number by the normal gravity value computed on the
 AD7978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7978.degrees latitude (g = 980.6199 gals.).
 AD7978
 AD7978.The modeled gravity was interpolated from observed gravity values.
 AD7978
 AD7978;                    North         East    Units  Estimated Accuracy
 AD7978;SPC FL E     -   188,086.      122,901.      MT  (+/- 10 meters HH2 GPS)
 AD7978
 AD7978_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2292779153(NAD 83)
 AD7978
 AD7978                          SUPERSEDED SURVEY CONTROL
 AD7978
 AD7978  NAVD 88 (07/19/93)    1.632  (m)            5.35   (f) SUPERSEDED  2 1
 AD7978  NGVD 29 (09/01/92)    2.025  (m)            6.64   (f) ADJUSTED    2 1
 AD7978
 AD7978.Superseded values are not recommended for survey control.
 AD7978
 AD7978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7978.See file dsdata.pdf to determine how the superseded data were derived.
 AD7978
 AD7978_MARKER: DJ = TIDAL STATION DISK
 AD7978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7978_STAMPING: 5019 E 1978
 AD7978_MARK LOGO: NOS
 AD7978_PROJECTION: FLUSH
 AD7978_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7978+STABILITY: SURFACE MOTION
 AD7978_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD7978+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2008
 AD7978
 AD7978  HISTORY     - Date     Condition        Report By
 AD7978  HISTORY     - 1978     MONUMENTED       NOS
 AD7978  HISTORY     - 1986     GOOD             FLDNR
 AD7978  HISTORY     - 20080627 GOOD             FLDEP
 AD7978
 AD7978                          STATION DESCRIPTION
 AD7978
 AD7978'DESCRIBED BY FL DEPT OF NAT RES 1986
 AD7978'8.0 MI SSE FROM NAPLES.
 AD7978'THE MARK IS LOCATED ON KEEWAYDIN ISLAND, ON THE PROPERTY OF THE
 AD7978'NAPLES CRUISE CLUB.  THE MARK CAN BE REACHED BY BOAT BY BEGINNING AT
 AD7978'THE U.S. HIGHWAY 41 BRIDGE OVER THE GORDON RIVER IN NAPLES, GO 8.0
 AD7978'MILES SOUTH ALONG THE INTERCOASTAL WATERWAY TO DAYBEACON NUMBER 40.
 AD7978'THE MARK IS LOCATED IN THE VICINITY OF A WOOD DOCK, APPROXIMATELY 700
 AD7978'FEET SOUTH OF DAYBEACON NUMBER 40, AND 900 FEET NORTH-NORTHWEST OF
 AD7978'DAYBEACON NUMBER 39.  THE MARK CAN ALSO BE REACHED BY BEGINNING AT
 AD7978'THE NORTH END.  OF KEEWAYDIN ISLAND, GO 4.80 MILES SOUTH-SOUTHEAST
 AD7978'ALONG THE BEACH TO THE MARK.  THE MARK BEARS 200 FEET WEST OF BENCH
 AD7978'MARK 5019 D, 3.0 FEET NORTH OF THE CENTER OF A PATH ABOUT 200 FEET
 AD7978'EAST OF THE SHORELINE OF THE GULF OF MEXICO, 57.2 FEET EAST OF THE
 AD7978'SOUTHEAST CORNER OF A PICNIC SHELTER, 46.5 FEET SOUTH OF A 4 FOOT BY
 AD7978'6 FOOT WOOD OUT- HOUSE, AND 15.7 SOUTH-SOUTHEAST OF A 1.5 FOOT
 AD7978'DIAMETER PINE TREE.
 AD7978'THE MARK IS 7.0 FT  SE FROM A WITNESS POST.
 AD7978
 AD7978                          STATION RECOVERY (2008)
 AD7978
 AD7978'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AD7978'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5735 ***********************************************************************
 AD5735  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5735  DESIGNATION -  872 5024 A TIDAL
 AD5735  PID         -  AD5735
 AD5735  STATE/COUNTY-  FL/COLLIER
 AD5735  COUNTRY     -  US
 AD5735  USGS QUAD   -  BELLE MEADE (2018)
 AD5735
 AD5735                         *CURRENT SURVEY CONTROL
 AD5735  ______________________________________________________________________
 AD5735* NAD 83(1986) POSITION- 26 01 33.     (N) 081 43 53.     (W)   SCALED
 AD5735* NAVD 88 ORTHO HEIGHT -     0.713 (meters)        2.34  (feet) ADJUSTED
 AD5735  ______________________________________________________________________
 AD5735  GEOID HEIGHT    -        -23.334 (meters)                     GEOID18
 AD5735  DYNAMIC HEIGHT  -          0.712 (meters)        2.34  (feet) COMP
 AD5735  MODELED GRAVITY -    979,041.2   (mgal)                       NAVD 88
 AD5735
 AD5735  VERT ORDER      -  SECOND    CLASS I
 AD5735
 AD5735.The horizontal coordinates were scaled from a map and have
 AD5735.an estimated accuracy of +/- 6 seconds.
 AD5735
 AD5735.The orthometric height was determined by differential leveling and
 AD5735.adjusted by the NATIONAL GEODETIC SURVEY
 AD5735.in June 1991.
 AD5735
 AD5735.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5735.GEOID18 height accuracy estimate available here.
 AD5735
 AD5735.This Tidal Bench Mark is designated as VM 7828
 AD5735.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5735
 AD5735.Click photographs - Photos may exist for this station.
 AD5735
 AD5735.The dynamic height is computed by dividing the NAVD 88
 AD5735.geopotential number by the normal gravity value computed on the
 AD5735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5735.degrees latitude (g = 980.6199 gals.).
 AD5735
 AD5735.The modeled gravity was interpolated from observed gravity values.
 AD5735
 AD5735;                    North         East    Units  Estimated Accuracy
 AD5735;SPC FL E     -   187,680.      126,790.      MT  (+/- 180 meters Scaled)
 AD5735
 AD5735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ268787(NAD 83)
 AD5735
 AD5735                          SUPERSEDED SURVEY CONTROL
 AD5735
 AD5735  NGVD 29 (09/01/92)    1.108  (m)            3.64   (f) ADJUSTED    2 1
 AD5735
 AD5735.Superseded values are not recommended for survey control.
 AD5735
 AD5735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5735.See file dsdata.pdf to determine how the superseded data were derived.
 AD5735
 AD5735_MARKER: DJ = TIDAL STATION DISK
 AD5735_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD5735_STAMPING: 5024 A 1978
 AD5735_MARK LOGO: NOS
 AD5735_PROJECTION: FLUSH
 AD5735_MAGNETIC: I = MARKER IS A STEEL ROD
 AD5735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5735_ROD/PIPE-DEPTH: 14.6 meters
 AD5735
 AD5735  HISTORY     - Date     Condition        Report By
 AD5735  HISTORY     - 1978     MONUMENTED       NOS
 AD5735  HISTORY     - 1980     GOOD             FLDNR
 AD5735  HISTORY     - 1984     GOOD             FLDNR
 AD5735  HISTORY     - 1990     GOOD             USPSQD
 AD5735  HISTORY     - 20130416 MARK NOT FOUND   FL-021
 AD5735  HISTORY     - 20140227 MARK NOT FOUND   FL-021
 AD5735  HISTORY     - 20190404 MARK NOT FOUND   CARDNO
 AD5735
 AD5735                          STATION DESCRIPTION
 AD5735
 AD5735'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5735'10 MI SOUTH FROM NAPLES.
 AD5735'BEGIN AT THE JUNCTION OF US HIGHWAY 41 AND STATE ROAD 951. GO 2.8
 AD5735'MILES SOUTH ON STATE ROAD 951 TO THE JUNCTION OF SHELL ROAD. GO 2.5
 AD5735'MILES WEST ON SHELL ROAD TO THE DRIVEWAY FOR THE HEADQUARTERS OF THE
 AD5735'ROOKERY BAY MARINE LABORATORY. GO NORTHERLY ALONG THE DRIVEWAY TO THE
 AD5735'MARK. MARK BEARS 16.4 FEET SOUTH OF A WOOD SEAWALL, 16 FEET WEST OF
 AD5735'THE MEAN HIGH WATER LINE, 49.8 FEET NORTH NORTHEAST OF A 12 INCH
 AD5735'COCONUT PALM TREE AND 117 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 AD5735'PORCH ATTATCHED TO A HOUSE.
 AD5735
 AD5735                          STATION RECOVERY (1984)
 AD5735
 AD5735'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5735'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AD5735
 AD5735                          STATION RECOVERY (1990)
 AD5735
 AD5735'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD5735'RECOVERED IN GOOD CONDITION.
 AD5735
 AD5735                          STATION RECOVERY (2013)
 AD5735
 AD5735'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AD5735'MARK NOT FOUND.
 AD5735
 AD5735                          STATION RECOVERY (2014)
 AD5735
 AD5735'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AD5735'ASSUMED TO BE IN THE WATER.
 AD5735
 AD5735                          STATION RECOVERY (2019)
 AD5735
 AD5735'RECOVERY NOTE BY CARDNO INC 2019 (SU)
 AD5735'NOT RECOVERED.
 AD5735'
 AD5735'NOTE-ALL INDICATIONS ARE THE MARK IS NOW IN THE WATER.  THE MARK IS
 AD5735'POSSIBLY STILL INTACT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5736 ***********************************************************************
 AD5736  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5736  DESIGNATION -  872 5024 B TIDAL
 AD5736  PID         -  AD5736
 AD5736  STATE/COUNTY-  FL/COLLIER
 AD5736  COUNTRY     -  US
 AD5736  USGS QUAD   -  BELLE MEADE (2018)
 AD5736
 AD5736                         *CURRENT SURVEY CONTROL
 AD5736  ______________________________________________________________________
 AD5736* NAD 83(1986) POSITION- 26 01 33.     (N) 081 43 55.     (W)   SCALED
 AD5736* NAVD 88 ORTHO HEIGHT -     1.065 (meters)        3.49  (feet) ADJUSTED
 AD5736  ______________________________________________________________________
 AD5736  GEOID HEIGHT    -        -23.333 (meters)                     GEOID18
 AD5736  DYNAMIC HEIGHT  -          1.063 (meters)        3.49  (feet) COMP
 AD5736  MODELED GRAVITY -    979,041.2   (mgal)                       NAVD 88
 AD5736
 AD5736  VERT ORDER      -  SECOND    CLASS I
 AD5736
 AD5736.The horizontal coordinates were scaled from a map and have
 AD5736.an estimated accuracy of +/- 6 seconds.
 AD5736
 AD5736.The orthometric height was determined by differential leveling and
 AD5736.adjusted by the NATIONAL GEODETIC SURVEY
 AD5736.in June 1991.
 AD5736
 AD5736.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5736.GEOID18 height accuracy estimate available here.
 AD5736
 AD5736.This Tidal Bench Mark is designated as VM 7829
 AD5736.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5736
 AD5736.Click photographs - Photos may exist for this station.
 AD5736
 AD5736.The dynamic height is computed by dividing the NAVD 88
 AD5736.geopotential number by the normal gravity value computed on the
 AD5736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5736.degrees latitude (g = 980.6199 gals.).
 AD5736
 AD5736.The modeled gravity was interpolated from observed gravity values.
 AD5736
 AD5736;                    North         East    Units  Estimated Accuracy
 AD5736;SPC FL E     -   187,680.      126,740.      MT  (+/- 180 meters Scaled)
 AD5736
 AD5736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ267787(NAD 83)
 AD5736
 AD5736                          SUPERSEDED SURVEY CONTROL
 AD5736
 AD5736  NGVD 29 (09/01/92)    1.459  (m)            4.79   (f) ADJUSTED    2 1
 AD5736
 AD5736.Superseded values are not recommended for survey control.
 AD5736
 AD5736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5736.See file dsdata.pdf to determine how the superseded data were derived.
 AD5736
 AD5736_MARKER: DJ = TIDAL STATION DISK
 AD5736_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD5736_STAMPING: 5024 B 1978
 AD5736_MARK LOGO: NOS
 AD5736_PROJECTION: FLUSH
 AD5736_MAGNETIC: I = MARKER IS A STEEL ROD
 AD5736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5736_ROD/PIPE-DEPTH: 14.6 meters
 AD5736
 AD5736  HISTORY     - Date     Condition        Report By
 AD5736  HISTORY     - 1978     MONUMENTED       NOS
 AD5736  HISTORY     - 1980     GOOD             FLDNR
 AD5736  HISTORY     - 1984     GOOD             FLDNR
 AD5736  HISTORY     - 20130416 MARK NOT FOUND   FL-021
 AD5736  HISTORY     - 20140227 MARK NOT FOUND   FL-021
 AD5736
 AD5736                          STATION DESCRIPTION
 AD5736
 AD5736'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5736'10 MI SOUTH FROM NAPLES.
 AD5736'BEGIN AT THE JUNCTION OF US HIGHWAY 41 AND STATE ROAD 951. GO 2.8
 AD5736'MILES SOUTH ON STATE ROAD 951 TO THE JUNCTION OF SHELL ROAD. GO 2.5
 AD5736'MILES WEST ON SHELL ROAD TO THE DRIVEWAY FOR THE HEADQUARTERS OF THE
 AD5736'ROOKERY BAY MARINE LABORATORY. GO NORTHERLY ALONG THE DRIVEWAY TO THE
 AD5736'MARK. THE MARK BEARS APPROXIMATELY 150 FEET NORTHEAST OF THE
 AD5736'HEADQUARTERS BUILDING, 183 FEET SOUTHWEST OF BENCHMARK 5024 A 1978,
 AD5736'3.5 FEET EAST OF THE EAST END OF A HEDGE, 29.2 FEET NORTHWEST OF THE
 AD5736'NORTHWEST CORNER OF A LAB BUILDING, 40.4 FEET SOUTH SOUTHEAST OF THE
 AD5736'SOUTHEAST CORNER OF A HOUSE AND 25.8 FEET NORTHEAST OF THE
 AD5736'CENTERLINE OF THE DRIVEWAY.
 AD5736
 AD5736                          STATION RECOVERY (1984)
 AD5736
 AD5736'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5736'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AD5736
 AD5736                          STATION RECOVERY (2013)
 AD5736
 AD5736'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AD5736'MARK NOT FOUND.
 AD5736
 AD5736                          STATION RECOVERY (2014)
 AD5736
 AD5736'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AD5736'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5737 ***********************************************************************
 AD5737  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5737  DESIGNATION -  872 5024 C TIDAL
 AD5737  PID         -  AD5737
 AD5737  STATE/COUNTY-  FL/COLLIER
 AD5737  COUNTRY     -  US
 AD5737  USGS QUAD   -  BELLE MEADE (2018)
 AD5737
 AD5737                         *CURRENT SURVEY CONTROL
 AD5737  ______________________________________________________________________
 AD5737* NAD 83(1986) POSITION- 26 01 32.     (N) 081 43 56.     (W)   SCALED
 AD5737* NAVD 88 ORTHO HEIGHT -     1.146 (meters)        3.76  (feet) ADJUSTED
 AD5737  ______________________________________________________________________
 AD5737  GEOID HEIGHT    -        -23.332 (meters)                     GEOID18
 AD5737  DYNAMIC HEIGHT  -          1.145 (meters)        3.76  (feet) COMP
 AD5737  MODELED GRAVITY -    979,041.2   (mgal)                       NAVD 88
 AD5737
 AD5737  VERT ORDER      -  SECOND    CLASS I
 AD5737
 AD5737.The horizontal coordinates were scaled from a map and have
 AD5737.an estimated accuracy of +/- 6 seconds.
 AD5737
 AD5737.The orthometric height was determined by differential leveling and
 AD5737.adjusted by the NATIONAL GEODETIC SURVEY
 AD5737.in June 1991.
 AD5737
 AD5737.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5737.GEOID18 height accuracy estimate available here.
 AD5737
 AD5737.This Tidal Bench Mark is designated as VM 7830
 AD5737.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5737
 AD5737.Click photographs - Photos may exist for this station.
 AD5737
 AD5737.The dynamic height is computed by dividing the NAVD 88
 AD5737.geopotential number by the normal gravity value computed on the
 AD5737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5737.degrees latitude (g = 980.6199 gals.).
 AD5737
 AD5737.The modeled gravity was interpolated from observed gravity values.
 AD5737
 AD5737;                    North         East    Units  Estimated Accuracy
 AD5737;SPC FL E     -   187,650.      126,710.      MT  (+/- 180 meters Scaled)
 AD5737
 AD5737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ267787(NAD 83)
 AD5737
 AD5737                          SUPERSEDED SURVEY CONTROL
 AD5737
 AD5737  NGVD 29 (09/01/92)    1.541  (m)            5.06   (f) ADJUSTED    2 1
 AD5737
 AD5737.Superseded values are not recommended for survey control.
 AD5737
 AD5737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5737.See file dsdata.pdf to determine how the superseded data were derived.
 AD5737
 AD5737_MARKER: DJ = TIDAL STATION DISK
 AD5737_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AD5737_STAMPING: 5024 C 1978
 AD5737_MARK LOGO: NOS
 AD5737_PROJECTION: FLUSH
 AD5737_MAGNETIC: I = MARKER IS A STEEL ROD
 AD5737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD5737_ROD/PIPE-DEPTH: 14.6 meters
 AD5737
 AD5737  HISTORY     - Date     Condition        Report By
 AD5737  HISTORY     - 1978     MONUMENTED       NOS
 AD5737  HISTORY     - 1980     GOOD             FLDNR
 AD5737  HISTORY     - 1984     GOOD             FLDNR
 AD5737  HISTORY     - 20130416 MARK NOT FOUND   FL-021
 AD5737  HISTORY     - 20140227 MARK NOT FOUND   FL-021
 AD5737
 AD5737                          STATION DESCRIPTION
 AD5737
 AD5737'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5737'10 MI SOUTH FROM NAPLES.
 AD5737'BEGIN AT THE JUNCTION OF US HIGHWAY 41 AND STATE ROAD 951. GO 2.8
 AD5737'MILES SOUTH ON STATE ROAD 951 TO THE JUNCTION OF SHELL ROAD. GO 2.5
 AD5737'MILES WEST ON SHELL ROAD TO THE DRIVEWAY FOR THE HEADQUARTERS OF THE
 AD5737'ROOKERY BAY MARINE LABORATORY. GO NORTHERLY ALONG THE DRIVEWAY TO THE
 AD5737'MARK. THE MARK BEARS 32.7 FEET EAST OF THE SOUTHEAST CORNER OF THE
 AD5737'HEADQUARTERS BUILDING, 160 FEET SOUTH SOUTHEAST OF BENCH MARK 5024 B
 AD5737'1978, 19.7 FEET SOUTHEAST OF A GASOLINE PUMP, 77 FEET SOUTH OF A
 AD5737'24 INCH MANGO TREE AND 15 FEET WEST OF THE CENTERLINE OF THE
 AD5737'DRIVEWAY.
 AD5737
 AD5737                          STATION RECOVERY (1984)
 AD5737
 AD5737'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5737'RECOVERED IN GOOD CONDITION EXCEPT ADD
 AD5737
 AD5737                          STATION RECOVERY (2013)
 AD5737
 AD5737'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AD5737'MARK NOT FOUND.
 AD5737
 AD5737                          STATION RECOVERY (2014)
 AD5737
 AD5737'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AD5737'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5738 ***********************************************************************
 AD5738  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5738  DESIGNATION -  872 5024 D TIDAL
 AD5738  PID         -  AD5738
 AD5738  STATE/COUNTY-  FL/COLLIER
 AD5738  COUNTRY     -  US
 AD5738  USGS QUAD   -  BELLE MEADE (2018)
 AD5738
 AD5738                         *CURRENT SURVEY CONTROL
 AD5738  ______________________________________________________________________
 AD5738* NAD 83(1986) POSITION- 26 01 21.29   (N) 081 43 58.01   (W)   HD_HELD1
 AD5738* NAVD 88 ORTHO HEIGHT -     2.297 (meters)        7.54  (feet) ADJUSTED
 AD5738  ______________________________________________________________________
 AD5738  GEOID HEIGHT    -        -23.325 (meters)                     GEOID18
 AD5738  DYNAMIC HEIGHT  -          2.294 (meters)        7.53  (feet) COMP
 AD5738  MODELED GRAVITY -    979,041.1   (mgal)                       NAVD 88
 AD5738
 AD5738  VERT ORDER      -  FIRST     CLASS II
 AD5738
 AD5738.The horizontal coordinates were determined by differentially corrected
 AD5738.hand held GPS observations or other comparable positioning techniques
 AD5738.and have an estimated accuracy of +/- 3 meters.
 AD5738
 AD5738.The orthometric height was determined by differential leveling and
 AD5738.adjusted by the NATIONAL GEODETIC SURVEY
 AD5738.in October 2019.
 AD5738
 AD5738.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5738.GEOID18 height accuracy estimate available here.
 AD5738
 AD5738.This Tidal Bench Mark is designated as VM 7831
 AD5738.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5738
 AD5738.Click photographs - Photos may exist for this station.
 AD5738
 AD5738.The dynamic height is computed by dividing the NAVD 88
 AD5738.geopotential number by the normal gravity value computed on the
 AD5738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5738.degrees latitude (g = 980.6199 gals.).
 AD5738
 AD5738.The modeled gravity was interpolated from observed gravity values.
 AD5738
 AD5738;                    North         East    Units  Estimated Accuracy
 AD5738;SPC FL E     -   187,322.1     126,652.8     MT  (+/- 3 meters HH1 GPS) 
 AD5738
 AD5738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2667778390(NAD 83)
 AD5738
 AD5738                          SUPERSEDED SURVEY CONTROL
 AD5738
 AD5738  NAVD 88 (05/07/13)    2.303  (m)            7.56   (f) SUPERSEDED  1 2
 AD5738  NAVD 88 (06/15/91)    2.311  (m)            7.58   (f) SUPERSEDED  2 1
 AD5738  NGVD 29 (09/01/92)    2.706  (m)            8.88   (f) ADJUSTED    2 1
 AD5738
 AD5738.Superseded values are not recommended for survey control.
 AD5738
 AD5738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5738.See file dsdata.pdf to determine how the superseded data were derived.
 AD5738
 AD5738_MARKER: DB = BENCH MARK DISK
 AD5738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5738_STAMPING: 5024 D 1978
 AD5738_MARK LOGO: NOS
 AD5738_PROJECTION: RECESSED 3 CENTIMETERS
 AD5738_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD5738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5738+STABILITY: SURFACE MOTION
 AD5738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5738+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2019
 AD5738
 AD5738  HISTORY     - Date     Condition        Report By
 AD5738  HISTORY     - 1978     MONUMENTED       NOS
 AD5738  HISTORY     - 1980     GOOD             FLDNR
 AD5738  HISTORY     - 1984     GOOD             FLDNR
 AD5738  HISTORY     - 20080623 GOOD             FLDEP
 AD5738  HISTORY     - 20120119 GOOD             FLDEP
 AD5738  HISTORY     - 20140227 GOOD             FL-021
 AD5738  HISTORY     - 20190404 GOOD             CARDNO
 AD5738
 AD5738                          STATION DESCRIPTION
 AD5738
 AD5738'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5738'10 MI SOUTH FROM NAPLES.
 AD5738'BEGIN AT THE JUNCTION OF US HIGHWAY 41 AND STATE ROAD 951. GO 2.8
 AD5738'MILES SOUTH ON STATE ROAD 951 TO THE JUNCTION OF SHELL ROAD. GO 2.5
 AD5738'MILES WEST ON SHELL ROAD TO THE DRIVEWAY FOR THE HEADQUARTERS OF THE
 AD5738'ROOKERY BAY MARINE LABORATORY, CONTINUE WESTERLY ON SHELL ROAD FOR
 AD5738'0.25 MILES TO A PAIR OF DIRT ROADS LEADING SOUTH. GO APPROXIMATELY 120
 AD5738'YARDS SOUTH ON THE WESTERLY ROAD TO THE MARK. THE MARK BEARS
 AD5738'20.9 FEET NORTH OF THE NORTHERN OF TWO 2 INCH WATER WELLS, 183 FEET
 AD5738'SOUTH OF A POWER POLE AND 24 FEET EAST OF THE CENTERLINE OF THE DIRT
 AD5738'ROAD.
 AD5738'THE MARK IS 2 FT  N FROM A WITNESS POST.
 AD5738
 AD5738                          STATION RECOVERY (1984)
 AD5738
 AD5738'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5738'RECOVERED IN GOOD CONDITION.
 AD5738
 AD5738                          STATION RECOVERY (2008)
 AD5738
 AD5738'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD5738'THE MARK IS ABOUT 9.0 MI (14.5 KM) WEST-NORTHWEST OF ROYAL PALM
 AD5738'HAMMOCK, 3.5 MI (5.6 KM) NORTH OF MARCO, 2.8 MI (4.5 KM) SOUTHWEST OF
 AD5738'BELLE MEADE, IN SECTION 17, TOWNSHIP 51 SOUTH, RANGE 26 EAST.
 AD5738'
 AD5738'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AD5738'TRAIL) AND STATE HIGHWAY 951 (COLLIER BOULEVARD) IN NAPLES, GO SOUTH
 AD5738'ON STATE HIGHWAY 951 (COLLIER BOULEVARD) FOR 2.8 MI (4.5 KM) TO THE
 AD5738'JUNCTION OF SHELL ISLAND ROAD ON THE RIGHT.  TURN RIGHT ON SHELL
 AD5738'ISLAND ROAD AND GO WEST FOR 2.6 MI (4.2 KM) TO THE ENTRANCE TO THE
 AD5738'MAINTENANCE YARD.  CONTINUE WESTERLY ON SHELL ISLAND ROAD FOR 0.2 MI
 AD5738'(0.3 KM) TO A FIELD ENTRANCE DRIVE ON THE LEFT WITH A LOCKED GATE,
 AD5738'ACROSS THE ENTRANCE AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 AD5738'ROUND CONCRETE MONUMENT RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE
 AD5738'GROUND AND ABOUT LEVEL WITH SHELL ISLAND ROAD.
 AD5738'
 AD5738'LOCATED ABOUT 400 FT (121.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 AD5738'SHELL ISLAND ROAD, 167.0 FT (50.9 M) SOUTH-SOUTHWEST OF THE SOUTHWEST
 AD5738'LEG OF A WATER TANK AND 1.5 FT (0.5 M) NORTHWEST OF A CARSONITE
 AD5738'WITNESS POST.
 AD5738
 AD5738                          STATION RECOVERY (2012)
 AD5738
 AD5738'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (SEL)
 AD5738'RECOVERED IN GOOD CONDITION.
 AD5738
 AD5738                          STATION RECOVERY (2014)
 AD5738
 AD5738'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AD5738'RECOVERED IN GOOD CONDITION.
 AD5738
 AD5738                          STATION RECOVERY (2019)
 AD5738
 AD5738'RECOVERY NOTE BY CARDNO INC 2019 (SU)
 AD5738'RECOVERED IN GOOD CONDITION.
 AD5738'
 AD5738'NOTE-WITH THE FOLLOWING ADDITIONS, 9.5 FT (2.9 M) NORTH OF A WELL AND
 AD5738'1.2 FT (0.4 M) EAST OF A SCRUB OAK TREE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5739 ***********************************************************************
 AD5739  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5739  DESIGNATION -  872 5024 E TIDAL
 AD5739  PID         -  AD5739
 AD5739  STATE/COUNTY-  FL/COLLIER
 AD5739  COUNTRY     -  US
 AD5739  USGS QUAD   -  BELLE MEADE (2018)
 AD5739
 AD5739                         *CURRENT SURVEY CONTROL
 AD5739  ______________________________________________________________________
 AD5739* NAD 83(1986) POSITION- 26 01 30.     (N) 081 44 00.     (W)   SCALED
 AD5739* NAVD 88 ORTHO HEIGHT -     2.004 (meters)        6.57  (feet) ADJUSTED
 AD5739  ______________________________________________________________________
 AD5739  GEOID HEIGHT    -        -23.329 (meters)                     GEOID18
 AD5739  DYNAMIC HEIGHT  -          2.000 (meters)        6.56  (feet) COMP
 AD5739  MODELED GRAVITY -    979,041.1   (mgal)                       NAVD 88
 AD5739
 AD5739  VERT ORDER      -  SECOND    CLASS I
 AD5739
 AD5739.The horizontal coordinates were scaled from a map and have
 AD5739.an estimated accuracy of +/- 6 seconds.
 AD5739
 AD5739.The orthometric height was determined by differential leveling and
 AD5739.adjusted by the NATIONAL GEODETIC SURVEY
 AD5739.in June 1991.
 AD5739
 AD5739.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5739.GEOID18 height accuracy estimate available here.
 AD5739
 AD5739.This Tidal Bench Mark is designated as VM 7832
 AD5739.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5739
 AD5739.Click photographs - Photos may exist for this station.
 AD5739
 AD5739.The dynamic height is computed by dividing the NAVD 88
 AD5739.geopotential number by the normal gravity value computed on the
 AD5739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5739.degrees latitude (g = 980.6199 gals.).
 AD5739
 AD5739.The modeled gravity was interpolated from observed gravity values.
 AD5739
 AD5739;                    North         East    Units  Estimated Accuracy
 AD5739;SPC FL E     -   187,590.      126,600.      MT  (+/- 180 meters Scaled)
 AD5739
 AD5739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ266786(NAD 83)
 AD5739
 AD5739                          SUPERSEDED SURVEY CONTROL
 AD5739
 AD5739  NGVD 29 (09/01/92)    2.398  (m)            7.87   (f) ADJUSTED    2 1
 AD5739
 AD5739.Superseded values are not recommended for survey control.
 AD5739
 AD5739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5739.See file dsdata.pdf to determine how the superseded data were derived.
 AD5739
 AD5739_MARKER: DJ = TIDAL STATION DISK
 AD5739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5739_STAMPING: 5024 E 1978
 AD5739_MARK LOGO: NOS
 AD5739_PROJECTION: FLUSH
 AD5739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5739+STABILITY: SURFACE MOTION
 AD5739
 AD5739  HISTORY     - Date     Condition        Report By
 AD5739  HISTORY     - 1978     MONUMENTED       NOS
 AD5739  HISTORY     - 1980     GOOD             FLDNR
 AD5739  HISTORY     - 1984     GOOD             FLDNR
 AD5739  HISTORY     - 20140227 MARK NOT FOUND   FL-021
 AD5739
 AD5739                          STATION DESCRIPTION
 AD5739
 AD5739'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5739'10 MI SOUTH FROM NAPLES.
 AD5739'BEGIN AT THE JUNCTION OF US HIGHWAY 41 AND STATE ROAD 951. GO 2.8
 AD5739'MILES SOUTH ON STATE ROAD 951 TO THE JUNCTION OF SHELL ROAD. GO 2.5
 AD5739'MILES WEST ON SHELL ROAD TO THE DRIVEWAY FOR THE HEADQUARTERS OF THE
 AD5739'ROOKERY BAY MARINE LABORATORY. CONTINUE WESTERLY ON SHELL ROAD FOR
 AD5739'0.45 MILES TO ADDITIONAL LAB BUILDINGS. THE MARK BEARS 83 FEET
 AD5739'SOUTHEAST OF A COCONUT PALM TREE, 14.5 FEET NORTH NORTHEAST OF A
 AD5739'LARGE SEAGRAPE TREE, AND 54 FEET WEST OF THE CENTERLINE OF THE DIRT
 AD5739'ROAD.
 AD5739'THE MARK IS 2 FT  NE FROM A WITNESS POST.
 AD5739
 AD5739                          STATION RECOVERY (1984)
 AD5739
 AD5739'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5739'RECOVERED IN GOOD CONDITION.
 AD5739
 AD5739                          STATION RECOVERY (2014)
 AD5739
 AD5739'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AD5739'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5740 ***********************************************************************
 AD5740  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5740  DESIGNATION -  872 5024 F TIDAL
 AD5740  PID         -  AD5740
 AD5740  STATE/COUNTY-  FL/COLLIER
 AD5740  COUNTRY     -  US
 AD5740  USGS QUAD   -  BELLE MEADE (2018)
 AD5740
 AD5740                         *CURRENT SURVEY CONTROL
 AD5740  ______________________________________________________________________
 AD5740* NAD 83(1986) POSITION- 26 01 34.62   (N) 081 44 07.20   (W)   HD_HELD1
 AD5740* NAVD 88 ORTHO HEIGHT -     1.196 (meters)        3.92  (feet) ADJUSTED
 AD5740  ______________________________________________________________________
 AD5740  GEOID HEIGHT    -        -23.329 (meters)                     GEOID18
 AD5740  DYNAMIC HEIGHT  -          1.194 (meters)        3.92  (feet) COMP
 AD5740  MODELED GRAVITY -    979,041.1   (mgal)                       NAVD 88
 AD5740
 AD5740  VERT ORDER      -  FIRST     CLASS II
 AD5740
 AD5740.The horizontal coordinates were determined by differentially corrected
 AD5740.hand held GPS observations or other comparable positioning techniques
 AD5740.and have an estimated accuracy of +/- 3 meters.
 AD5740
 AD5740.The orthometric height was determined by differential leveling and
 AD5740.adjusted by the NATIONAL GEODETIC SURVEY
 AD5740.in May 2013.
 AD5740
 AD5740.No vertical observational check was made to the station.
 AD5740
 AD5740.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5740.GEOID18 height accuracy estimate available here.
 AD5740
 AD5740.This Tidal Bench Mark is designated as VM 7833
 AD5740.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5740
 AD5740.Click photographs - Photos may exist for this station.
 AD5740
 AD5740.The dynamic height is computed by dividing the NAVD 88
 AD5740.geopotential number by the normal gravity value computed on the
 AD5740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5740.degrees latitude (g = 980.6199 gals.).
 AD5740
 AD5740.The modeled gravity was interpolated from observed gravity values.
 AD5740
 AD5740;                    North         East    Units  Estimated Accuracy
 AD5740;SPC FL E     -   187,733.8     126,399.6     MT  (+/- 3 meters HH1 GPS) 
 AD5740
 AD5740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2642478801(NAD 83)
 AD5740
 AD5740                          SUPERSEDED SURVEY CONTROL
 AD5740
 AD5740  NAVD 88 (06/15/91)    1.195  (m)            3.92   (f) SUPERSEDED  2 1
 AD5740  NGVD 29 (09/01/92)    1.589  (m)            5.21   (f) ADJUSTED    2 1
 AD5740
 AD5740.Superseded values are not recommended for survey control.
 AD5740
 AD5740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5740.See file dsdata.pdf to determine how the superseded data were derived.
 AD5740
 AD5740_MARKER: DJ = TIDAL STATION DISK
 AD5740_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD5740+WITH SETTING: PAVEMENT
 AD5740_SP_SET: MONUMENT BASE
 AD5740_STAMPING: 5024 F 1978
 AD5740_MARK LOGO: NOS
 AD5740_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD5740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5740+STABILITY: SURFACE MOTION
 AD5740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5740+SATELLITE: SATELLITE OBSERVATIONS - January 29, 2026
 AD5740
 AD5740  HISTORY     - Date     Condition        Report By
 AD5740  HISTORY     - 1978     MONUMENTED       NOS
 AD5740  HISTORY     - 1980     GOOD             FLDNR
 AD5740  HISTORY     - 1984     GOOD             FLDNR
 AD5740  HISTORY     - 20080623 GOOD             FLDEP
 AD5740  HISTORY     - 20110919 GOOD             GEOCAC
 AD5740  HISTORY     - 20140227 GOOD             FL-021
 AD5740  HISTORY     - 20190404 GOOD             CARDNO
 AD5740  HISTORY     - 20260129 GOOD             NOAA
 AD5740
 AD5740                          STATION DESCRIPTION
 AD5740
 AD5740'DESCRIBED BY FL DEPT OF NAT RES 1980
 AD5740'10 MI SOUTH FROM NAPLES.
 AD5740'BEGIN AT THE JUNCTION OF US HIGHWAY 41 AND STATE ROAD 951. GO 2.8
 AD5740'MILES SOUTH ON STATE ROAD 951 TO THE JUNCTION OF SHELL ROAD. GO 2.5
 AD5740'MILES WEST ON SHELL ROAD TO THE DRIVEWAY FOR THE HEADQUARTERS OF THE
 AD5740'ROOKERY BAY MARINE LABORATORY. CONTINUE WESTERLY ALONG SHELL ROAD FOR
 AD5740'0.30 MILES TO A FORK IN THE ROAD. GO WESTERLY ON THE WEST FORK FOR
 AD5740'APPROXIMATELY 300 YARDS TO END OF THE ROAD AND THE MARK. THE MARK IS
 AD5740'SET FLUSH IN THE CONCRETE BASE OF A MONUMENT, ON THE SOUTHWEST CORNER
 AD5740'THE BASE IS 6 FEET BY 6 FEET BY 2 FEET HIGH. THE MONUMENT IS
 AD5740'APPROXIMATELY 15 FEET HIGH. THE MARK BEARS 24 FEET SOUTHEAST OF THE
 AD5740'MEAN HIGH WATER LINE.
 AD5740
 AD5740                          STATION RECOVERY (1984)
 AD5740
 AD5740'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5740'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AD5740'2.8 MILES SOUTHERLY ON STATE ROAD 951 TO THE JUNCTION OF SHELL ISLAND
 AD5740'ROAD, GO 2.85 MILES SOUTHWEST ON SHELL ISLAND ROAD TO A FOOT-TRAIL
 AD5740'(FORMERLY A ROAD) ON THE LEFT, GO ABOUT 300 YARDS WESTERLY ON THE FOOT
 AD5740'TRAIL TO ITS END AT THE WATERS EDGE AND THE MARK VICINITY.  THE MARK
 AD5740'IS SET IN THE SOUTHWEST CORNER OF THE BASE (6-FOOT BY 6-FOOT BY 2-FOOT
 AD5740'HIGH) FOR A 15-FOOT HIGH MONUMENT TO THE NATIONAL AUDUBON SOCIETY, AND
 AD5740'24 FEET SOUTHEAST OF THE APPROXIMATE MEAN HIGH WATER LINE.
 AD5740'THE MARK IS 2 FT ABOVE GROUND.
 AD5740
 AD5740                          STATION RECOVERY (2008)
 AD5740
 AD5740'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD5740'RECOVERED AS DESCRIBED.
 AD5740
 AD5740                          STATION RECOVERY (2011)
 AD5740
 AD5740'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AD5740'RECOVERED IN GOOD CONDITION.
 AD5740
 AD5740                          STATION RECOVERY (2014)
 AD5740
 AD5740'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AD5740'RECOVERED IN GOOD CONDITION.
 AD5740
 AD5740                          STATION RECOVERY (2019)
 AD5740
 AD5740'RECOVERY NOTE BY CARDNO INC 2019 (SU)
 AD5740'RECOVERED AS DESCRIBED.
 AD5740
 AD5740                          STATION RECOVERY (2026)
 AD5740
 AD5740'RECOVERY NOTE BY NATNL OCEANIC AND ATMOSPHERIC ADMIN 2026 (LD)
 AD5740'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6319 ***********************************************************************
 AD6319  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6319  DESIGNATION -  872 5024 G TIDAL
 AD6319  PID         -  AD6319
 AD6319  STATE/COUNTY-  FL/COLLIER
 AD6319  COUNTRY     -  US
 AD6319  USGS QUAD   -  BELLE MEADE (2018)
 AD6319
 AD6319                         *CURRENT SURVEY CONTROL
 AD6319  ______________________________________________________________________
 AD6319* NAD 83(1986) POSITION- 26 01 25.86   (N) 081 44 02.11   (W)   HD_HELD1
 AD6319* NAVD 88 ORTHO HEIGHT -     0.400 (meters)        1.31  (feet) ADJUSTED
 AD6319  ______________________________________________________________________
 AD6319  GEOID HEIGHT    -        -23.326 (meters)                     GEOID18
 AD6319  DYNAMIC HEIGHT  -          0.399 (meters)        1.31  (feet) COMP
 AD6319  MODELED GRAVITY -    979,041.1   (mgal)                       NAVD 88
 AD6319
 AD6319  VERT ORDER      -  FIRST     CLASS II
 AD6319
 AD6319.The horizontal coordinates were determined by differentially corrected
 AD6319.hand held GPS observations or other comparable positioning techniques
 AD6319.and have an estimated accuracy of +/- 3 meters.
 AD6319
 AD6319.The orthometric height was determined by differential leveling and
 AD6319.adjusted by the NATIONAL GEODETIC SURVEY
 AD6319.in October 2019.
 AD6319
 AD6319.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6319.GEOID18 height accuracy estimate available here.
 AD6319
 AD6319.This Tidal Bench Mark is designated as VM 7834
 AD6319.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6319
 AD6319.Click photographs - Photos may exist for this station.
 AD6319
 AD6319.The dynamic height is computed by dividing the NAVD 88
 AD6319.geopotential number by the normal gravity value computed on the
 AD6319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6319.degrees latitude (g = 980.6199 gals.).
 AD6319
 AD6319.The modeled gravity was interpolated from observed gravity values.
 AD6319
 AD6319;                    North         East    Units  Estimated Accuracy
 AD6319;SPC FL E     -   187,463.4     126,539.6     MT  (+/- 3 meters HH1 GPS) 
 AD6319
 AD6319_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2656478531(NAD 83)
 AD6319
 AD6319                          SUPERSEDED SURVEY CONTROL
 AD6319
 AD6319  NAVD 88 (05/07/13)    0.403  (m)            1.32   (f) SUPERSEDED  1 2
 AD6319  NAVD 88 (06/15/91)    0.414  (m)            1.36   (f) SUPERSEDED  2 1
 AD6319  NGVD 29 (09/01/92)    0.809  (m)            2.65   (f) ADJUSTED    2 1
 AD6319
 AD6319.Superseded values are not recommended for survey control.
 AD6319
 AD6319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6319.See file dsdata.pdf to determine how the superseded data were derived.
 AD6319
 AD6319_MARKER: DD = SURVEY DISK
 AD6319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6319_STAMPING: 5024 G 1981 BSM
 AD6319_MARK LOGO: FLDNR
 AD6319_PROJECTION: FLUSH
 AD6319_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD6319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6319+STABILITY: SURFACE MOTION
 AD6319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6319+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2019
 AD6319
 AD6319  HISTORY     - Date     Condition        Report By
 AD6319  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6319  HISTORY     - 1984     GOOD             FLDNR
 AD6319  HISTORY     - 1990     GOOD             USPSQD
 AD6319  HISTORY     - 20080623 GOOD             FLDEP
 AD6319  HISTORY     - 20081105 GOOD             FL-021
 AD6319  HISTORY     - 20110929 GOOD             GEOCAC
 AD6319  HISTORY     - 20130416 GOOD             FL-021
 AD6319  HISTORY     - 20190404 GOOD             CARDNO
 AD6319
 AD6319                          STATION DESCRIPTION
 AD6319
 AD6319'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6319'4.65 MI SW FROM BELLE MEADE.
 AD6319'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AD6319'2.8 MILES SOUTHERLY ON STATE ROAD 951 TO THE JUNCTION OF SHELL ISLAND
 AD6319'ROAD, GO 2.75 MILES SOUTHWEST ON SHELL ISLAND ROAD TO THE ROOKERY BAY
 AD6319'MARINE LABORATORY BOAT RAMP AND THE MARK VICINITY.  THE MARK BEARS 2.5
 AD6319'FEET SOUTHEAST OF A WOODEN FENCE, 28 FEET EAST-SOUTHEAST OF THE
 AD6319'EASTERN END OF THE FENCE GATE, 34.2 FEET EAST OF THE CENTERLINE OF THE
 AD6319'DIRT ROAD, 97 FEET EAST OF THE CENTERLINE OF THE BOAT RAMP, 1.8 FEET
 AD6319'SOUTHEAST OF A WITNESS POST, AND APPROXIMATELY 475 FEET EAST-SOUTHEAST
 AD6319'OF BENCH MARK 5024 H 1981 BSM.
 AD6319
 AD6319                          STATION RECOVERY (1990)
 AD6319
 AD6319'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6319'RECOVERED IN GOOD CONDITION.
 AD6319
 AD6319                          STATION RECOVERY (2008)
 AD6319
 AD6319'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6319'RECOVERED AS DESCRIBED.
 AD6319
 AD6319                          STATION RECOVERY (2008)
 AD6319
 AD6319'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2008 (PGM)
 AD6319'RECOVERED IN GOOD CONDITION.
 AD6319
 AD6319                          STATION RECOVERY (2011)
 AD6319
 AD6319'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AD6319'THE WITNESS POST IS ALSO STILL IN PLACE.
 AD6319
 AD6319                          STATION RECOVERY (2013)
 AD6319
 AD6319'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AD6319'RECOVERED IN GOOD CONDITION.
 AD6319
 AD6319                          STATION RECOVERY (2019)
 AD6319
 AD6319'RECOVERY NOTE BY CARDNO INC 2019 (SU)
 AD6319'RECOVERED IN GOOD CONDITION.
 AD6319'
 AD6319'NOTE-WITH FOLLOWING CHANGES, STATION IS SET NEAR THE NORTHWEST CORNER
 AD6319'OF A WOODEN FENCE AROUND AN INFORMATION SIGN.
 AD6319'
 AD6319'IT IS 1.8 FT (0.5 M) SOUTH OF A WOOD FENCE RUNNING NORTHEAST, 3.6 FT
 AD6319'(1.1 M) NORTHEAST OF A WOODEN FENCE RUNNING NORTHWEST, 10.9 FT (3.3 M)
 AD6319'NORTH OF THE WEST CORNER OF A LARGE INFORMATION SIGN AND 3.5 FT (1.1
 AD6319'M) SOUTH OF A METAL WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6320 ***********************************************************************
 AD6320  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6320  DESIGNATION -  872 5024 H TIDAL
 AD6320  PID         -  AD6320
 AD6320  STATE/COUNTY-  FL/COLLIER
 AD6320  COUNTRY     -  US
 AD6320  USGS QUAD   -  BELLE MEADE (2018)
 AD6320
 AD6320                         *CURRENT SURVEY CONTROL
 AD6320  ______________________________________________________________________
 AD6320* NAD 83(1986) POSITION- 26 01 27.06   (N) 081 44 05.57   (W)   HD_HELD1
 AD6320* NAVD 88 ORTHO HEIGHT -     0.335 (meters)        1.10  (feet) ADJUSTED
 AD6320  ______________________________________________________________________
 AD6320  GEOID HEIGHT    -        -23.325 (meters)                     GEOID18
 AD6320  DYNAMIC HEIGHT  -          0.335 (meters)        1.10  (feet) COMP
 AD6320  MODELED GRAVITY -    979,041.1   (mgal)                       NAVD 88
 AD6320
 AD6320  VERT ORDER      -  FIRST     CLASS II
 AD6320
 AD6320.The horizontal coordinates were determined by differentially corrected
 AD6320.hand held GPS observations or other comparable positioning techniques
 AD6320.and have an estimated accuracy of +/- 3 meters.
 AD6320
 AD6320.The orthometric height was determined by differential leveling and
 AD6320.adjusted by the NATIONAL GEODETIC SURVEY
 AD6320.in October 2019.
 AD6320
 AD6320.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6320.GEOID18 height accuracy estimate available here.
 AD6320
 AD6320.This Tidal Bench Mark is designated as VM 7835
 AD6320.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6320
 AD6320.Click photographs - Photos may exist for this station.
 AD6320
 AD6320.The dynamic height is computed by dividing the NAVD 88
 AD6320.geopotential number by the normal gravity value computed on the
 AD6320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6320.degrees latitude (g = 980.6199 gals.).
 AD6320
 AD6320.The modeled gravity was interpolated from observed gravity values.
 AD6320
 AD6320;                    North         East    Units  Estimated Accuracy
 AD6320;SPC FL E     -   187,500.9     126,443.6     MT  (+/- 3 meters HH1 GPS) 
 AD6320
 AD6320_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2646878568(NAD 83)
 AD6320
 AD6320                          SUPERSEDED SURVEY CONTROL
 AD6320
 AD6320  NAVD 88 (05/07/13)    0.334  (m)            1.10   (f) SUPERSEDED  1 2
 AD6320  NAVD 88 (06/15/91)    0.333  (m)            1.09   (f) SUPERSEDED  2 1
 AD6320  NGVD 29 (09/01/92)    0.728  (m)            2.39   (f) ADJUSTED    2 1
 AD6320
 AD6320.Superseded values are not recommended for survey control.
 AD6320
 AD6320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6320.See file dsdata.pdf to determine how the superseded data were derived.
 AD6320
 AD6320_MARKER: DD = SURVEY DISK
 AD6320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6320_STAMPING: 5024 H 1981 BSM
 AD6320_MARK LOGO: FLDNR
 AD6320_PROJECTION: RECESSED 3 CENTIMETERS
 AD6320_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD6320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6320+STABILITY: SURFACE MOTION
 AD6320_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6320+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2019
 AD6320
 AD6320  HISTORY     - Date     Condition        Report By
 AD6320  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6320  HISTORY     - 1984     GOOD             FLDNR
 AD6320  HISTORY     - 1990     GOOD             USPSQD
 AD6320  HISTORY     - 20080623 GOOD             FLDEP
 AD6320  HISTORY     - 20110921 GOOD             GEOCAC
 AD6320  HISTORY     - 20140227 GOOD             FL-021
 AD6320  HISTORY     - 20190404 GOOD             CARDNO
 AD6320
 AD6320                          STATION DESCRIPTION
 AD6320
 AD6320'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6320'4.65 MI SW FROM BELLE MEADE.
 AD6320'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AD6320'2.8 MILES SOUTHERLY ON STATE ROAD 951 TO THE JUNCTION OF SHELL ISLAND
 AD6320'ROAD, GO 2.75 MILES SOUTHWEST ON SHELL ISLAND ROAD TO THE ROOKERY BAY
 AD6320'MARINE LABORATORY BOAT RAMP AND THE MARK VICINITY.  THE MARK BEARS 22
 AD6320'FEET WEST OF A BLOCKED-OFF DIRT ROAD LEADING TO THE AUDUBON SOCIETY
 AD6320'MONUMENT, 15.2 FEET NORTH OF A FOOTPATH, 34.5 FEET WEST OF THE EDGE OF
 AD6320'THE SMALL WATER BASIN IN WHICH THE BOAT RAMP IS LOCATED, 2.7 FEET EAST
 AD6320'OF A WITNESS POST, APPROXIMATELY 475 FEET WEST-NORTHWEST OF BENCH MARK
 AD6320'5024 G 1981 BSM, AND APPROXIMATELY 600 FEET NORTH OF BENCH MARK 5024 J
 AD6320'1981 BSM.
 AD6320'THE MARK IS 0.1 FT ABOVE GROUND.
 AD6320
 AD6320                          STATION RECOVERY (1990)
 AD6320
 AD6320'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6320'RECOVERED IN GOOD CONDITION.
 AD6320
 AD6320                          STATION RECOVERY (2008)
 AD6320
 AD6320'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6320'RECOVERED AS DESCRIBED.
 AD6320
 AD6320                          STATION RECOVERY (2011)
 AD6320
 AD6320'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AD6320'RECOVERED IN GOOD CONDITION.
 AD6320
 AD6320                          STATION RECOVERY (2014)
 AD6320
 AD6320'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AD6320'RECOVERED IN GOOD CONDITION.
 AD6320
 AD6320                          STATION RECOVERY (2019)
 AD6320
 AD6320'RECOVERY NOTE BY CARDNO INC 2019 (SU)
 AD6320'RECOVERED IN GOOD CONDITION.
 AD6320'
 AD6320'NOTE-WITH THE FOLLOWING CHANGES, CHANGE 15.2 FT (4.6 M) NORTH OF A
 AD6320'FOOTPATH TO 7 FT (2.1 M) NORTH OF A FOOTPATH (FOOTPATH HAS CHANGED DUE
 AD6320'TO STORMS), CHANGE 34.5 FT (10.5 M) WEST OF THE EDGE OF THE SMALL
 AD6320'WATER BASIN IN WHICH THE BOAT RAMP IS LOCATED TO 34.5 FT (10.5 M) WEST
 AD6320'OF AND ACROSS DIRT ROAD FROM THE EDGE OF THE SMALL WATER BASIN IN
 AD6320'WHICH THE BOAT RAMP IS LOCATED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6321 ***********************************************************************
 AD6321  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6321  DESIGNATION -  872 5024 J TIDAL
 AD6321  PID         -  AD6321
 AD6321  STATE/COUNTY-  FL/COLLIER
 AD6321  COUNTRY     -  US
 AD6321  USGS QUAD   -  BELLE MEADE (2018)
 AD6321
 AD6321                         *CURRENT SURVEY CONTROL
 AD6321  ______________________________________________________________________
 AD6321* NAD 83(1986) POSITION- 26 01 19.95   (N) 081 44 04.40   (W)   HD_HELD1
 AD6321* NAVD 88 ORTHO HEIGHT -     0.514 (meters)        1.69  (feet) ADJUSTED
 AD6321  ______________________________________________________________________
 AD6321  GEOID HEIGHT    -        -23.322 (meters)                     GEOID18
 AD6321  DYNAMIC HEIGHT  -          0.514 (meters)        1.69  (feet) COMP
 AD6321  MODELED GRAVITY -    979,041.0   (mgal)                       NAVD 88
 AD6321
 AD6321  VERT ORDER      -  FIRST     CLASS II
 AD6321
 AD6321.The horizontal coordinates were determined by differentially corrected
 AD6321.hand held GPS observations or other comparable positioning techniques
 AD6321.and have an estimated accuracy of +/- 3 meters.
 AD6321
 AD6321.The orthometric height was determined by differential leveling and
 AD6321.adjusted by the NATIONAL GEODETIC SURVEY
 AD6321.in May 2013.
 AD6321
 AD6321.No vertical observational check was made to the station.
 AD6321
 AD6321.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6321.GEOID18 height accuracy estimate available here.
 AD6321
 AD6321.This Tidal Bench Mark is designated as VM 7838
 AD6321.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6321
 AD6321.Click photographs - Photos may exist for this station.
 AD6321
 AD6321.The dynamic height is computed by dividing the NAVD 88
 AD6321.geopotential number by the normal gravity value computed on the
 AD6321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6321.degrees latitude (g = 980.6199 gals.).
 AD6321
 AD6321.The modeled gravity was interpolated from observed gravity values.
 AD6321
 AD6321;                    North         East    Units  Estimated Accuracy
 AD6321;SPC FL E     -   187,281.9     126,474.9     MT  (+/- 3 meters HH1 GPS) 
 AD6321
 AD6321_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2649978349(NAD 83)
 AD6321
 AD6321                          SUPERSEDED SURVEY CONTROL
 AD6321
 AD6321  NAVD 88 (06/15/91)    0.513  (m)            1.68   (f) SUPERSEDED  2 1
 AD6321  NGVD 29 (09/01/92)    0.908  (m)            2.98   (f) ADJUSTED    2 1
 AD6321
 AD6321.Superseded values are not recommended for survey control.
 AD6321
 AD6321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6321.See file dsdata.pdf to determine how the superseded data were derived.
 AD6321
 AD6321_MARKER: DD = SURVEY DISK
 AD6321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6321_STAMPING: 5024 J 1981 BSM
 AD6321_MARK LOGO: FLDNR
 AD6321_PROJECTION: FLUSH
 AD6321_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6321+STABILITY: SURFACE MOTION
 AD6321_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6321+SATELLITE: SATELLITE OBSERVATIONS - April 03, 2019
 AD6321
 AD6321  HISTORY     - Date     Condition        Report By
 AD6321  HISTORY     - 1981     MONUMENTED       FLDNR
 AD6321  HISTORY     - 1984     GOOD             FLDNR
 AD6321  HISTORY     - 1990     GOOD             USPSQD
 AD6321  HISTORY     - 20080623 GOOD             FLDEP
 AD6321  HISTORY     - 20110921 GOOD             GEOCAC
 AD6321  HISTORY     - 20140227 GOOD             FL-021
 AD6321  HISTORY     - 20190403 GOOD             CARDNO
 AD6321
 AD6321                          STATION DESCRIPTION
 AD6321
 AD6321'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6321'4.65 MI SW FROM BELLE MEADE.
 AD6321'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 951, GO
 AD6321'2.8 MILES SOUTHERLY ON STATE ROAD 951 TO THE JUNCTION OF SHELL ISLAND
 AD6321'ROAD, GO 2.75 MILES SOUTHWEST ON SHELL ISLAND ROAD TO THE ROOKERY BAY
 AD6321'MARINE LABORATORY BOAT RAMP AND THE MARK VICINITY.  THE MARK BEARS
 AD6321'23.4 FEET SOUTHEAST OF THE EDGE OF THE BAY, 3.8 FEET NORTHEAST OF A
 AD6321'WITNESS POST, 8 FEET WEST OF THE MAIN FOOTPATH, 23 FEET SOUTH OF A
 AD6321'FOOTPATH LEADING TO THE WATER, AND APPROXIMATELY 600 FEET SOUTH OF
 AD6321'BENCH MARK 5024 H 1981 BSM.
 AD6321'THE MARK IS 0.1 FT ABOVE GROUND.
 AD6321
 AD6321                          STATION RECOVERY (1990)
 AD6321
 AD6321'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6321'RECOVERED IN GOOD CONDITION.
 AD6321
 AD6321                          STATION RECOVERY (2008)
 AD6321
 AD6321'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6321'RECOVERED AS DESCRIBED.
 AD6321
 AD6321                          STATION RECOVERY (2011)
 AD6321
 AD6321'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AD6321'THE WITNESS POST IS ALSO STILL IN PLACE.
 AD6321
 AD6321                          STATION RECOVERY (2014)
 AD6321
 AD6321'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 AD6321'RECOVERED IN GOOD CONDITION.
 AD6321
 AD6321                          STATION RECOVERY (2019)
 AD6321
 AD6321'RECOVERY NOTE BY CARDNO INC 2019 (SU)
 AD6321'RECOVERED IN GOOD CONDITION.
 AD6321'
 AD6321'NOTE- WITH THE FOLLOWING CHANGES, REMOVE 8 FT (2.4 M) WEST OF THE MAIN
 AD6321'FOOTPATH AND ADD STATION IS NOW IN THE FOOTPATH, REMOVE 23 FT (7.0 M)
 AD6321'SOUTH OF A FOOTPATH LEADING TO THE WATER AS THE FOOTPATH NO LONGER
 AD6321'EXIST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3760 ***********************************************************************
 DN3760  DESIGNATION -  872 5025 K TIDAL
 DN3760  PID         -  DN3760
 DN3760  STATE/COUNTY-  FL/COLLIER
 DN3760  COUNTRY     -  US
 DN3760  USGS QUAD   -  BELLE MEADE (2018)
 DN3760
 DN3760                         *CURRENT SURVEY CONTROL
 DN3760  ______________________________________________________________________
 DN3760* NAD 83(1986) POSITION- 26 01 30.5    (N) 081 43 54.2    (W)   HD_HELD2
 DN3760* NAVD 88 ORTHO HEIGHT -     0.923 (meters)        3.03  (feet) ADJUSTED
 DN3760  ______________________________________________________________________
 DN3760  GEOID HEIGHT    -        -23.332 (meters)                     GEOID18
 DN3760  DYNAMIC HEIGHT  -          0.922 (meters)        3.02  (feet) COMP
 DN3760  MODELED GRAVITY -    979,041.1   (mgal)                       NAVD 88
 DN3760
 DN3760  VERT ORDER      -  FIRST     CLASS II
 DN3760
 DN3760.The horizontal coordinates were established by autonomous hand held GPS
 DN3760.observations and have an estimated accuracy of +/- 10 meters.
 DN3760
 DN3760.The orthometric height was determined by differential leveling and
 DN3760.adjusted by the NATIONAL GEODETIC SURVEY
 DN3760.in May 2013.
 DN3760
 DN3760.No vertical observational check was made to the station.
 DN3760
 DN3760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3760.GEOID18 height accuracy estimate available here.
 DN3760
 DN3760.Click photographs - Photos may exist for this station.
 DN3760
 DN3760.The dynamic height is computed by dividing the NAVD 88
 DN3760.geopotential number by the normal gravity value computed on the
 DN3760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3760.degrees latitude (g = 980.6199 gals.).
 DN3760
 DN3760.The modeled gravity was interpolated from observed gravity values.
 DN3760
 DN3760;                    North         East    Units  Estimated Accuracy
 DN3760;SPC FL E     -   187,605.      126,760.      MT  (+/- 10 meters HH2 GPS)
 DN3760
 DN3760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2678578672(NAD 83)
 DN3760
 DN3760                          SUPERSEDED SURVEY CONTROL
 DN3760
 DN3760.No superseded survey control is available for this station.
 DN3760
 DN3760_MARKER: DB = BENCH MARK DISK
 DN3760_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN3760_SP_SET: STEP SUPPORT
 DN3760_STAMPING: 5025 K 1984
 DN3760_MARK LOGO: NOS
 DN3760_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN3760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3760+SATELLITE: SATELLITE OBSERVATIONS - February 27, 2014
 DN3760
 DN3760  HISTORY     - Date     Condition        Report By
 DN3760  HISTORY     - 1984     MONUMENTED       FLDNR
 DN3760  HISTORY     - 20080623 GOOD             FLDEP
 DN3760  HISTORY     - 20140227 GOOD             FL-021
 DN3760
 DN3760                          STATION DESCRIPTION
 DN3760
 DN3760'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DN3760'THE MARK IS ABOUT 8.9 MI (14.3 KM) SOUTH-SOUTHEAST OF NAPLES, 3.6 MI
 DN3760'(5.8 KM) NORTH OF MARCO, 2.6 MI (4.2 KM) SOUTHWEST OF BELLE MEADE, IN
 DN3760'SECTION 17, TOWNSHIP 51 SOUTH, RANGE 26 EAST.
 DN3760'
 DN3760'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3760'TRAIL) AND STATE HIGHWAY 951 (COLLIER BOULEVARD) IN NAPLES, GO SOUTH
 DN3760'ON STATE HIGHWAY 951 (COLLIER BOULEVARD) FOR 2.8 MI (4.5 KM) TO THE
 DN3760'JUNCTION OF SHELL ISLAND ROAD ON THE RIGHT.  TURN RIGHT ON SHELL
 DN3760'ISLAND ROAD AND GO WEST FOR 2.6 MI (4.2 KM) TO THE MARK ON THE RIGHT,
 DN3760'SET FLUSH IN THE NORTHWEST CORNER OF A CONCRETE BASE THAT SUPPORTS A
 DN3760'STEP AND ABOUT 0.5 FT (15 CM) ABOVE THE LEVEL OF SHELL ISLAND ROAD.
 DN3760'
 DN3760'LOCATED 100.0 FT (30.5 M) NORTH-NORTHWEST OF THE APPROXIMATE
 DN3760'CENTERLINE OF SHELL ISLAND ROAD, ABOUT 75.0 FT (22.9 M) SOUTHEAST OF
 DN3760'TIDAL MARK 5025 M (16486.2 FT) 1984, 33.0 FT (10.1 M) NORTH-NORTHWEST
 DN3760'OF THE SOUTHWEST CORNER THE BUILDING, 26.2 FT (8.0 M) SOUTH-SOUTHWEST
 DN3760'OF THE NORTHWEST CORNER OF THE BUILDING AND 1.5 FT (0.5 M) EAST OF THE
 DN3760'EAST SIDE OF THE SIDE WALK.
 DN3760
 DN3760                          STATION RECOVERY (2014)
 DN3760
 DN3760'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 DN3760'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3759 ***********************************************************************
 DN3759  DESIGNATION -  872 5025 M TIDAL
 DN3759  PID         -  DN3759
 DN3759  STATE/COUNTY-  FL/COLLIER
 DN3759  COUNTRY     -  US
 DN3759  USGS QUAD   -  BELLE MEADE (2018)
 DN3759
 DN3759                         *CURRENT SURVEY CONTROL
 DN3759  ______________________________________________________________________
 DN3759* NAD 83(1986) POSITION- 26 01 29.92   (N) 081 43 53.52   (W)   HD_HELD1
 DN3759* NAVD 88 ORTHO HEIGHT -     0.806 (meters)        2.64  (feet) ADJUSTED
 DN3759  ______________________________________________________________________
 DN3759  GEOID HEIGHT    -        -23.332 (meters)                     GEOID18
 DN3759  DYNAMIC HEIGHT  -          0.804 (meters)        2.64  (feet) COMP
 DN3759  MODELED GRAVITY -    979,041.1   (mgal)                       NAVD 88
 DN3759
 DN3759  VERT ORDER      -  FIRST     CLASS II
 DN3759
 DN3759.The horizontal coordinates were determined by differentially corrected
 DN3759.hand held GPS observations or other comparable positioning techniques
 DN3759.and have an estimated accuracy of +/- 3 meters.
 DN3759
 DN3759.The orthometric height was determined by differential leveling and
 DN3759.adjusted by the NATIONAL GEODETIC SURVEY
 DN3759.in May 2013.
 DN3759
 DN3759.No vertical observational check was made to the station.
 DN3759
 DN3759.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3759.GEOID18 height accuracy estimate available here.
 DN3759
 DN3759.Click photographs - Photos may exist for this station.
 DN3759
 DN3759.The dynamic height is computed by dividing the NAVD 88
 DN3759.geopotential number by the normal gravity value computed on the
 DN3759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3759.degrees latitude (g = 980.6199 gals.).
 DN3759
 DN3759.The modeled gravity was interpolated from observed gravity values.
 DN3759
 DN3759;                    North         East    Units  Estimated Accuracy
 DN3759;SPC FL E     -   187,587.0     126,779.1     MT  (+/- 3 meters HH1 GPS) 
 DN3759
 DN3759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2680478655(NAD 83)
 DN3759
 DN3759                          SUPERSEDED SURVEY CONTROL
 DN3759
 DN3759.No superseded survey control is available for this station.
 DN3759
 DN3759_MARKER: DJ = TIDAL STATION DISK
 DN3759_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DN3759_STAMPING: 5025 M 1984
 DN3759_MARK LOGO: NOS
 DN3759_PROJECTION: FLUSH
 DN3759_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3759+STABILITY: SURFACE MOTION
 DN3759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN3759+SATELLITE: SATELLITE OBSERVATIONS - April 04, 2019
 DN3759
 DN3759  HISTORY     - Date     Condition        Report By
 DN3759  HISTORY     - 1984     MONUMENTED       FLDNR
 DN3759  HISTORY     - 20080623 GOOD             FLDEP
 DN3759  HISTORY     - 20140227 GOOD             FL-021
 DN3759  HISTORY     - 20190404 GOOD             CARDNO
 DN3759
 DN3759                          STATION DESCRIPTION
 DN3759
 DN3759'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DN3759'THE MARK IS ABOUT 8.9 MI (14.3 KM) SOUTH-SOUTHEAST OF NAPLES, 3.6 MI
 DN3759'(5.8 KM) NORTH OF MARCO, 2.6 MI (4.2 KM) SOUTHWEST OF BELLE MEADE, IN
 DN3759'SECTION 17, TOWNSHIP 51 SOUTH, RANGE 26 EAST.
 DN3759'
 DN3759'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3759'TRAIL) AND STATE HIGHWAY 951 (COLLIER BOULEVARD) IN NAPLES, GO SOUTH
 DN3759'ON STATE HIGHWAY 951 (COLLIER BOULEVARD) FOR 2.8 MI (4.5 KM) TO THE
 DN3759'JUNCTION OF SHELL ISLAND ROAD ON THE RIGHT.  TURN RIGHT ON SHELL
 DN3759'ISLAND ROAD AND GO WEST FOR 2.6 MI (4.2 KM) TO THE MARK ON THE RIGHT,
 DN3759'A NOS DISK CRIMPED TO THE TOP OF A COPPER-COATED STEEL ROD DRIVEN INTO
 DN3759'THE GROUND AND INCASED IN A PVC PIPE FLUSH WITH THE GROUND AND ABOUT
 DN3759'LEVEL WITH SHELL ISLAND ROAD.
 DN3759'
 DN3759'LOCATED ABOUT 75.0 FT (22.9 M) NORTHWEST OF TIDAL MARK 5025 K 1984,
 DN3759'36.0 FT (11.0 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF A DRIVE,
 DN3759'27.0 FT (8.2 M) NORTH-NORTHWEST OF THE APPROXIMATE CENTERLINE OF SHELL
 DN3759'ISLAND ROAD, 23.3 FT (7.1 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 DN3759'A BUILDING AND 5.0 FT (1.5 M) EAST-NORTHEAST OF A SQUARE CONCRETE
 DN3759'POWER POLE NUMBER 767735703 WITH ONE GUY WIRE AND ONE TRANSFORMER
 DN3759'ATTACHED.
 DN3759'
 DN3759'NOTE-ROD DEPTH UNKNOWN.
 DN3759'
 DN3759'NOTE A MAGNET WAS PLACED INSIDE OF THE PVC PIPE.
 DN3759
 DN3759                          STATION RECOVERY (2014)
 DN3759
 DN3759'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2014 (MLB)
 DN3759'RECOVERED IN GOOD CONDITION.
 DN3759
 DN3759                          STATION RECOVERY (2019)
 DN3759
 DN3759'RECOVERY NOTE BY CARDNO INC 2019 (SU)
 DN3759'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5199 ***********************************************************************
 DM5199  DESIGNATION -  872 5081 A
 DM5199  PID         -  DM5199
 DM5199  STATE/COUNTY-  FL/COLLIER
 DM5199  COUNTRY     -  US
 DM5199  USGS QUAD   -  NAPLES SOUTH (2018)
 DM5199
 DM5199                         *CURRENT SURVEY CONTROL
 DM5199  ______________________________________________________________________
 DM5199* NAD 83(1986) POSITION- 26 05 34.7    (N) 081 47 52.2    (W)   HD_HELD2
 DM5199* NAVD 88 ORTHO HEIGHT -     0.410 (meters)        1.35  (feet) ADJUSTED
 DM5199  ______________________________________________________________________
 DM5199  GEOID HEIGHT    -        -23.368 (meters)                     GEOID18
 DM5199  DYNAMIC HEIGHT  -          0.409 (meters)        1.34  (feet) COMP
 DM5199  MODELED GRAVITY -    979,045.2   (mgal)                       NAVD 88
 DM5199
 DM5199  VERT ORDER      -  SECOND    CLASS I
 DM5199
 DM5199.The horizontal coordinates were established by autonomous hand held GPS
 DM5199.observations and have an estimated accuracy of +/- 10 meters.
 DM5199
 DM5199.The orthometric height was determined by differential leveling and
 DM5199.adjusted by the NATIONAL GEODETIC SURVEY
 DM5199.in March 2011.
 DM5199
 DM5199.No vertical observational check was made to the station.
 DM5199
 DM5199.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5199.GEOID18 height accuracy estimate available here.
 DM5199
 DM5199.Click photographs - Photos may exist for this station.
 DM5199
 DM5199.The dynamic height is computed by dividing the NAVD 88
 DM5199.geopotential number by the normal gravity value computed on the
 DM5199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5199.degrees latitude (g = 980.6199 gals.).
 DM5199
 DM5199.The modeled gravity was interpolated from observed gravity values.
 DM5199
 DM5199;                    North         East    Units  Estimated Accuracy
 DM5199;SPC FL E     -   195,159.      120,189.      MT  (+/- 10 meters HH2 GPS)
 DM5199
 DM5199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2021686224(NAD 83)
 DM5199
 DM5199                          SUPERSEDED SURVEY CONTROL
 DM5199
 DM5199.No superseded survey control is available for this station.
 DM5199
 DM5199_MARKER: F = FLANGE-ENCASED ROD
 DM5199_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM5199_STAMPING: 5081 A 2008
 DM5199_MARK LOGO: NGS
 DM5199_PROJECTION: PROJECTING 30 CENTIMETERS
 DM5199_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5199_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5199+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2008
 DM5199_ROD/PIPE-DEPTH: 13.4 meters
 DM5199
 DM5199  HISTORY     - Date     Condition        Report By
 DM5199  HISTORY     - 20080612 MONUMENTED       FLDEP
 DM5199
 DM5199                          STATION DESCRIPTION
 DM5199
 DM5199'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM5199'THE MARK IS ABOUT 9.3 MI (15.0 KM) NORTH-NORTHWEST OF MARCO, 6.8 MI
 DM5199'(10.9 KM) WEST-NORTHWEST OF BELLE MEADE, 3.4 MI (5.5 KM) SOUTH OF
 DM5199'NAPLES, IN SECTION 28, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DM5199'
 DM5199'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (NINTH STREET
 DM5199'SOUTH) AND FIFTH AVENUE SOUTH IN NAPLES, GO SOUTH ON NINTH STREET
 DM5199'SOUTH FOR 0.4 MI (0.6 KM) TO THE LANDINGS PARK AND BOAT RAMP ON THE
 DM5199'LEFT, THEN BY BOAT GO SOUTH FOLLOWING THE NAPLES BAY CHANNEL FOR 2.45
 DM5199'MI (3.9 KM) TO A FORK IN THE CHANNEL, TAKE THE RIGHT FORK AND FOLLOW
 DM5199'THE CHANNEL SOUTHWESTERLY FOR 0.4 MI (0.6 KM) TO GORDONS PASS INLET
 DM5199'AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DM5199'DEPTH OF 44.0 FT (13.4 M) AND ENCASED IN A 5-INCH (13 CM) PVC PIPE
 DM5199'WITH AN ALUMINUM NATIONAL GEODETIC SURVEY LOGO CAP SURROUNDED IN A
 DM5199'12-INCH (30 CM) ROUND CONCRETE MOLD PROJECTING 1.0 FT (0.3 M) ABOVE
 DM5199'THE LEVEL OF THE GROUND, THE DATUM POINT IS RECESSED 0.5 FT (15 CM)
 DM5199'BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DM5199'
 DM5199'LOCATED ABOUT 116.0 FT (35.4 M) SOUTHEAST OF THE AQUA TREK ON THE TIDE
 DM5199'GAGE PLATFORM, 124.0 FT (37.8 M) NORTHEAST OF A FLDEP SURVEY MARK 5081
 DM5199'B 2008, 43.6 FT (13.3 M) EAST-SOUTHEAST OF THE VEGETATION LINE AND 5.5
 DM5199'FT (1.7 M) NORTH OF A CARSONITE WITNESS POST.
 DM5199'
 DM5199'NOTE A MAGNET WAS BURIED ON THE SOUTH EDGE OF MARK.
 DM5199'
 DM5199'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM5199'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5198 ***********************************************************************
 DM5198  DESIGNATION -  872 5081 B
 DM5198  PID         -  DM5198
 DM5198  STATE/COUNTY-  FL/COLLIER
 DM5198  COUNTRY     -  US
 DM5198  USGS QUAD   -  NAPLES SOUTH (2018)
 DM5198
 DM5198                         *CURRENT SURVEY CONTROL
 DM5198  ______________________________________________________________________
 DM5198* NAD 83(1986) POSITION- 26 05 33.7    (N) 081 47 52.9    (W)   HD_HELD2
 DM5198* NAVD 88 ORTHO HEIGHT -     0.656 (meters)        2.15  (feet) ADJUSTED
 DM5198  ______________________________________________________________________
 DM5198  GEOID HEIGHT    -        -23.367 (meters)                     GEOID18
 DM5198  DYNAMIC HEIGHT  -          0.655 (meters)        2.15  (feet) COMP
 DM5198  MODELED GRAVITY -    979,045.2   (mgal)                       NAVD 88
 DM5198
 DM5198  VERT ORDER      -  SECOND    CLASS I
 DM5198
 DM5198.The horizontal coordinates were established by autonomous hand held GPS
 DM5198.observations and have an estimated accuracy of +/- 10 meters.
 DM5198
 DM5198.The orthometric height was determined by differential leveling and
 DM5198.adjusted by the NATIONAL GEODETIC SURVEY
 DM5198.in March 2011.
 DM5198
 DM5198.No vertical observational check was made to the station.
 DM5198
 DM5198.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5198.GEOID18 height accuracy estimate available here.
 DM5198
 DM5198.Click photographs - Photos may exist for this station.
 DM5198
 DM5198.The dynamic height is computed by dividing the NAVD 88
 DM5198.geopotential number by the normal gravity value computed on the
 DM5198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5198.degrees latitude (g = 980.6199 gals.).
 DM5198
 DM5198.The modeled gravity was interpolated from observed gravity values.
 DM5198
 DM5198;                    North         East    Units  Estimated Accuracy
 DM5198;SPC FL E     -   195,128.      120,169.      MT  (+/- 10 meters HH2 GPS)
 DM5198
 DM5198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2019686193(NAD 83)
 DM5198
 DM5198                          SUPERSEDED SURVEY CONTROL
 DM5198
 DM5198.No superseded survey control is available for this station.
 DM5198
 DM5198_MARKER: DD = SURVEY DISK
 DM5198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5198_STAMPING: 5081 B 2008
 DM5198_MARK LOGO: FLDEP
 DM5198_PROJECTION: PROJECTING 5 CENTIMETERS
 DM5198_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5198+STABILITY: SURFACE MOTION
 DM5198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5198+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2008
 DM5198
 DM5198  HISTORY     - Date     Condition        Report By
 DM5198  HISTORY     - 20080612 MONUMENTED       FLDEP
 DM5198
 DM5198                          STATION DESCRIPTION
 DM5198
 DM5198'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM5198'THE MARK IS ABOUT 9.3 MI (15.0 KM) NORTH-NORTHWEST OF MARCO, 6.8 MI
 DM5198'(10.9 KM) WEST-NORTHWEST OF BELLE MEADE, 3.4 MI (5.5 KM) SOUTH OF
 DM5198'NAPLES, IN SECTION 28, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DM5198'
 DM5198'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (NINTH STREET
 DM5198'SOUTH) AND FIFTH AVENUE SOUTH IN NAPLES, GO SOUTH ON NINTH STREET
 DM5198'SOUTH FOR 0.4 MI (0.6 KM) TO THE LANDINGS PARK AND BOAT RAMP ON THE
 DM5198'LEFT, THEN BY BOAT GO SOUTH FOLLOWING THE NAPLES BAY CHANNEL FOR 2.45
 DM5198'MI (3.9 KM) TO A FORK IN THE CHANNEL, TAKE THE RIGHT FORK AND FOLLOW
 DM5198'THE CHANNEL SOUTHWESTERLY FOR 0.4 MI (0.6 KM) TO GORDONS PASS INLET
 DM5198'AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DM5198'PROJECTING 0.2 FT (6 CM) ABOVE THE LEVEL OF THE GROUND.
 DM5198'
 DM5198'LOCATED ABOUT 172.0 FT (52.4 M) SOUTHEAST OF THE AQUA TREK ON THE TIDE
 DM5198'GAGE PLATFORM, 124.0 FT (37.8 M) SOUTHWEST OF A NATIONAL GEODETIC
 DM5198'SURVEY LOGO CAP 5081 A 2008, 97.0 FT (29.6 M) NORTH-NORTHEAST OF A
 DM5198'FLDEP SURVEY MARK 5081 C 2008, 25.0 FT (7.6 M) EAST-SOUTHEAST OF THE
 DM5198'VEGETATION LINE AND 4.5 FT (1.4 M) EAST-SOUTHEAST OF A CARSONITE
 DM5198'WITNESS POST.
 DM5198'
 DM5198'NOTE A MAGNET WAS BURIED ON THE SOUTH EDGE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5197 ***********************************************************************
 DM5197  DESIGNATION -  872 5081 C
 DM5197  PID         -  DM5197
 DM5197  STATE/COUNTY-  FL/COLLIER
 DM5197  COUNTRY     -  US
 DM5197  USGS QUAD   -  NAPLES SOUTH (2018)
 DM5197
 DM5197                         *CURRENT SURVEY CONTROL
 DM5197  ______________________________________________________________________
 DM5197* NAD 83(1986) POSITION- 26 05 32.9    (N) 081 47 53.4    (W)   HD_HELD2
 DM5197* NAVD 88 ORTHO HEIGHT -     1.195 (meters)        3.92  (feet) ADJUSTED
 DM5197  ______________________________________________________________________
 DM5197  GEOID HEIGHT    -        -23.366 (meters)                     GEOID18
 DM5197  DYNAMIC HEIGHT  -          1.193 (meters)        3.91  (feet) COMP
 DM5197  MODELED GRAVITY -    979,045.2   (mgal)                       NAVD 88
 DM5197
 DM5197  VERT ORDER      -  SECOND    CLASS I
 DM5197
 DM5197.The horizontal coordinates were established by autonomous hand held GPS
 DM5197.observations and have an estimated accuracy of +/- 10 meters.
 DM5197
 DM5197.The orthometric height was determined by differential leveling and
 DM5197.adjusted by the NATIONAL GEODETIC SURVEY
 DM5197.in March 2011.
 DM5197
 DM5197.No vertical observational check was made to the station.
 DM5197
 DM5197.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5197.GEOID18 height accuracy estimate available here.
 DM5197
 DM5197.Click photographs - Photos may exist for this station.
 DM5197
 DM5197.The dynamic height is computed by dividing the NAVD 88
 DM5197.geopotential number by the normal gravity value computed on the
 DM5197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5197.degrees latitude (g = 980.6199 gals.).
 DM5197
 DM5197.The modeled gravity was interpolated from observed gravity values.
 DM5197
 DM5197;                    North         East    Units  Estimated Accuracy
 DM5197;SPC FL E     -   195,104.      120,155.      MT  (+/- 10 meters HH2 GPS)
 DM5197
 DM5197_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2018286169(NAD 83)
 DM5197
 DM5197                          SUPERSEDED SURVEY CONTROL
 DM5197
 DM5197.No superseded survey control is available for this station.
 DM5197
 DM5197_MARKER: DD = SURVEY DISK
 DM5197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5197_STAMPING: 5081 C 2008
 DM5197_MARK LOGO: FLDEP
 DM5197_PROJECTION: PROJECTING 30 CENTIMETERS
 DM5197_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5197+STABILITY: SURFACE MOTION
 DM5197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5197+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2008
 DM5197
 DM5197  HISTORY     - Date     Condition        Report By
 DM5197  HISTORY     - 20080712 MONUMENTED       FLDEP
 DM5197
 DM5197                          STATION DESCRIPTION
 DM5197
 DM5197'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM5197'THE MARK IS ABOUT 9.3 MI (15.0 KM) NORTH-NORTHWEST OF MARCO, 6.8 MI
 DM5197'(10.9 KM) WEST-NORTHWEST OF BELLE MEADE, 3.4 MI (5.5 KM) SOUTH OF
 DM5197'NAPLES, IN SECTION 28, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DM5197'
 DM5197'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (NINTH STREET
 DM5197'SOUTH) AND FIFTH AVENUE SOUTH IN NAPLES, GO SOUTH ON NINTH STREET
 DM5197'SOUTH FOR 0.4 MI (0.6 KM) TO THE LANDINGS PARK AND BOAT RAMP ON THE
 DM5197'LEFT, THEN BY BOAT GO SOUTH FOLLOWING THE NAPLES BAY CHANNEL FOR 2.45
 DM5197'MI (3.9 KM) TO A FORK IN THE CHANNEL, TAKE THE RIGHT FORK AND FOLLOW
 DM5197'THE CHANNEL SOUTHWESTERLY FOR 0.4 MI (0.6 KM) TO GORDONS PASS INLET
 DM5197'AND THE MARK ON THE LEFT, SET IN THE TOP OF ROUND CONCRETE MONUMENT
 DM5197'PROJECTING 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE GROUND.
 DM5197'
 DM5197'LOCATED ABOUT 250.0 FT (76.2 M) SOUTHEAST OF THE AQUA TREK ON THE TIDE
 DM5197'GAGE PLATFORM, 112.0 FT (34.1 M) NORTHEAST OF A FLDEP SURVEY MARK 5081
 DM5197'D 2008, 97.0 FT (29.6 M) SOUTH-SOUTHWEST OF A FLDEP SURVEY MARK 5081 B
 DM5197'2008, 17.0 FT (5.2 M) SOUTHEAST OF THE VEGETATION LINE AND 2.2 FT (0.7
 DM5197'M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DM5197'
 DM5197'NOTE A MAGNET WAS BURIED ON THE SOUTH EDGE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5196 ***********************************************************************
 DM5196  DESIGNATION -  872 5081 D
 DM5196  PID         -  DM5196
 DM5196  STATE/COUNTY-  FL/COLLIER
 DM5196  COUNTRY     -  US
 DM5196  USGS QUAD   -  NAPLES SOUTH (2018)
 DM5196
 DM5196                         *CURRENT SURVEY CONTROL
 DM5196  ______________________________________________________________________
 DM5196* NAD 83(1986) POSITION- 26 05 32.0    (N) 081 47 54.0    (W)   HD_HELD2
 DM5196* NAVD 88 ORTHO HEIGHT -     1.061 (meters)        3.48  (feet) ADJUSTED
 DM5196  ______________________________________________________________________
 DM5196  GEOID HEIGHT    -        -23.365 (meters)                     GEOID18
 DM5196  DYNAMIC HEIGHT  -          1.059 (meters)        3.47  (feet) COMP
 DM5196  MODELED GRAVITY -    979,045.2   (mgal)                       NAVD 88
 DM5196
 DM5196  VERT ORDER      -  SECOND    CLASS I
 DM5196
 DM5196.The horizontal coordinates were established by autonomous hand held GPS
 DM5196.observations and have an estimated accuracy of +/- 10 meters.
 DM5196
 DM5196.The orthometric height was determined by differential leveling and
 DM5196.adjusted by the NATIONAL GEODETIC SURVEY
 DM5196.in March 2011.
 DM5196
 DM5196.No vertical observational check was made to the station.
 DM5196
 DM5196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5196.GEOID18 height accuracy estimate available here.
 DM5196
 DM5196.Click photographs - Photos may exist for this station.
 DM5196
 DM5196.The dynamic height is computed by dividing the NAVD 88
 DM5196.geopotential number by the normal gravity value computed on the
 DM5196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5196.degrees latitude (g = 980.6199 gals.).
 DM5196
 DM5196.The modeled gravity was interpolated from observed gravity values.
 DM5196
 DM5196;                    North         East    Units  Estimated Accuracy
 DM5196;SPC FL E     -   195,076.      120,138.      MT  (+/- 10 meters HH2 GPS)
 DM5196
 DM5196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2016586141(NAD 83)
 DM5196
 DM5196                          SUPERSEDED SURVEY CONTROL
 DM5196
 DM5196.No superseded survey control is available for this station.
 DM5196
 DM5196_MARKER: DD = SURVEY DISK
 DM5196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DM5196_STAMPING: 5081 D 2008
 DM5196_MARK LOGO: FLDEP
 DM5196_PROJECTION: PROJECTING 30 CENTIMETERS
 DM5196_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM5196+STABILITY: SURFACE MOTION
 DM5196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5196+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2008
 DM5196
 DM5196  HISTORY     - Date     Condition        Report By
 DM5196  HISTORY     - 20080612 MONUMENTED       FLDEP
 DM5196
 DM5196                          STATION DESCRIPTION
 DM5196
 DM5196'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM5196'THE MARK IS ABOUT 9.3 MI (15.0 KM) NORTH-NORTHWEST OF MARCO, 6.8 MI
 DM5196'(10.9 KM) WEST-NORTHWEST OF BELLE MEADE, 3.4 MI (5.5 KM) SOUTH OF
 DM5196'NAPLES, IN SECTION 28, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DM5196'
 DM5196'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (NINTH STREET
 DM5196'SOUTH) AND FIFTH AVENUE SOUTH IN NAPLES, GO SOUTH ON NINTH STREET
 DM5196'SOUTH FOR 0.4 MI (0.6 KM) TO THE LANDINGS PARK AND BOAT RAMP ON THE
 DM5196'LEFT, THEN BY BOAT GO SOUTH FOLLOWING THE NAPLES BAY CHANNEL FOR 2.45
 DM5196'MI (3.9 KM) TO A FORK IN THE CHANNEL, TAKE THE RIGHT FORK AND FOLLOW
 DM5196'THE CHANNEL SOUTHWESTERLY FOR 0.4 MI (0.6 KM) TO GORDONS PASS INLET
 DM5196'AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DM5196'PROJECTING 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE GROUND.
 DM5196'
 DM5196'LOCATED ABOUT 350.0 FT (106.7 M) SOUTH-SOUTHWEST OF THE AQUA TREK ON
 DM5196'THE TIDE GAGE PLATFORM, 112.0 FT (34.1 M) SOUTHWEST OF A FLDEP SURVEY
 DM5196'MARK 5081 C 2008, 87.0 FT (26.5 M) NORTHEAST OF A FLDEP SURVEY MARK
 DM5196'5081 E 2008, 20.0 FT (6.1 M) SOUTHEAST OF THE VEGETATION LINE AND 4.6
 DM5196'FT (1.4 M) WEST OF A CARSONITE WITNESS POST.
 DM5196'
 DM5196'NOTE A MAGNET WAS BURIED ON THE SOUTH EDGE OF MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5195 ***********************************************************************
 DM5195  DESIGNATION -  872 5081 E
 DM5195  PID         -  DM5195
 DM5195  STATE/COUNTY-  FL/COLLIER
 DM5195  COUNTRY     -  US
 DM5195  USGS QUAD   -  NAPLES SOUTH (2018)
 DM5195
 DM5195                         *CURRENT SURVEY CONTROL
 DM5195  ______________________________________________________________________
 DM5195* NAD 83(1986) POSITION- 26 05 31.3    (N) 081 47 54.7    (W)   HD_HELD2
 DM5195* NAVD 88 ORTHO HEIGHT -     0.788 (meters)        2.59  (feet) ADJUSTED
 DM5195  ______________________________________________________________________
 DM5195  GEOID HEIGHT    -        -23.365 (meters)                     GEOID18
 DM5195  DYNAMIC HEIGHT  -          0.787 (meters)        2.58  (feet) COMP
 DM5195  MODELED GRAVITY -    979,045.2   (mgal)                       NAVD 88
 DM5195
 DM5195  VERT ORDER      -  SECOND    CLASS I
 DM5195
 DM5195.The horizontal coordinates were established by autonomous hand held GPS
 DM5195.observations and have an estimated accuracy of +/- 10 meters.
 DM5195
 DM5195.The orthometric height was determined by differential leveling and
 DM5195.adjusted by the NATIONAL GEODETIC SURVEY
 DM5195.in March 2011.
 DM5195
 DM5195.No vertical observational check was made to the station.
 DM5195
 DM5195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5195.GEOID18 height accuracy estimate available here.
 DM5195
 DM5195.Click photographs - Photos may exist for this station.
 DM5195
 DM5195.The dynamic height is computed by dividing the NAVD 88
 DM5195.geopotential number by the normal gravity value computed on the
 DM5195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5195.degrees latitude (g = 980.6199 gals.).
 DM5195
 DM5195.The modeled gravity was interpolated from observed gravity values.
 DM5195
 DM5195;                    North         East    Units  Estimated Accuracy
 DM5195;SPC FL E     -   195,055.      120,119.      MT  (+/- 10 meters HH2 GPS)
 DM5195
 DM5195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2014586120(NAD 83)
 DM5195
 DM5195                          SUPERSEDED SURVEY CONTROL
 DM5195
 DM5195.No superseded survey control is available for this station.
 DM5195
 DM5195_MARKER: F = FLANGE-ENCASED ROD
 DM5195_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM5195_STAMPING: 5081 E 2008
 DM5195_MARK LOGO: NGS
 DM5195_PROJECTION: PROJECTING 30 CENTIMETERS
 DM5195_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM5195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM5195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM5195+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2008
 DM5195_ROD/PIPE-DEPTH: 11.0 meters
 DM5195
 DM5195  HISTORY     - Date     Condition        Report By
 DM5195  HISTORY     - 20080612 MONUMENTED       FLDEP
 DM5195
 DM5195                          STATION DESCRIPTION
 DM5195
 DM5195'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM5195'THE MARK IS ABOUT 9.3 MI (15.0 KM) NORTH-NORTHWEST OF MARCO, 6.8 MI
 DM5195'(10.9 KM) WEST-NORTHWEST OF BELLE MEADE, 3.4 MI (5.5 KM) SOUTH OF
 DM5195'NAPLES, IN SECTION 28, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DM5195'
 DM5195'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (NINTH STREET
 DM5195'SOUTH) AND FIFTH AVENUE SOUTH IN NAPLES, GO SOUTH ON NINTH STREET
 DM5195'SOUTH FOR 0.4 MI (0.6 KM) TO THE LANDINGS PARK AND BOAT RAMP ON THE
 DM5195'LEFT, THEN BY BOAT GO SOUTH FOLLOWING THE NAPLES BAY CHANNEL FOR 2.45
 DM5195'MI (3.9 KM) TO A FORK IN THE CHANNEL, TAKE THE RIGHT FORK AND FOLLOW
 DM5195'THE CHANNEL SOUTHWESTERLY FOR 0.4 MI (0.6 KM) TO GORDONS PASS INLET
 DM5195'AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DM5195'DEPTH OF 36.0 FT (11.0 M) AND ENCASED IN A 5-INCH (13 CM) PVC PIPE
 DM5195'WITH AN ALUMINUM NATIONAL GEODETIC SURVEY LOGO CAP SURROUNDED IN A
 DM5195'12-INCH (30 CM) ROUND CONCRETE MOLD PROJECTING 1.0 FT (0.3 M) ABOVE
 DM5195'THE LEVEL OF THE GROUND, THE DATUM POINT IS RECESSED 0.6 FT (18 CM)
 DM5195'BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DM5195'
 DM5195'LOCATED ABOUT 430.0 FT (131.1 M) SOUTHEAST OF THE AQUA TREK ON THE
 DM5195'TIDE GAUGE PLATFORM, 87.0 FT (26.5 M) SOUTHWEST OF A FLDEP SURVEY MARK
 DM5195'5081 D 2008, 8.0 FT (2.4 M) SOUTHEAST OF THE VEGETATION LINE AND 2.5
 DM5195'FT (0.8 M) WEST OF A CARSONITE WITNESS POST.
 DM5195'
 DM5195'NOTE A MAGNET WAS BURIED ON THE SOUTH EDGE OF MARK.
 DM5195'
 DM5195'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM5195'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9192 ***********************************************************************
 DR9192  DESIGNATION -  872 5088 A
 DR9192  PID         -  DR9192
 DR9192  STATE/COUNTY-  FL/COLLIER
 DR9192  COUNTRY     -  US
 DR9192  USGS QUAD   -  NAPLES SOUTH (2018)
 DR9192
 DR9192                         *CURRENT SURVEY CONTROL
 DR9192  ______________________________________________________________________
 DR9192* NAD 83(1986) POSITION- 26 06 09.67   (N) 081 47 05.91   (W)   HD_HELD1
 DR9192* NAVD 88 ORTHO HEIGHT -     0.692 (meters)        2.27  (feet) ADJUSTED
 DR9192  ______________________________________________________________________
 DR9192  GEOID HEIGHT    -        -23.406 (meters)                     GEOID18
 DR9192  DYNAMIC HEIGHT  -          0.691 (meters)        2.27  (feet) COMP
 DR9192  MODELED GRAVITY -    979,045.6   (mgal)                       NAVD 88
 DR9192
 DR9192  VERT ORDER      -  SECOND    CLASS I
 DR9192
 DR9192.The horizontal coordinates were determined by differentially corrected
 DR9192.hand held GPS observations or other comparable positioning techniques
 DR9192.and have an estimated accuracy of +/- 3 meters.
 DR9192
 DR9192.The orthometric height was determined by differential leveling and
 DR9192.adjusted by the NATIONAL GEODETIC SURVEY
 DR9192.in December 2023.
 DR9192
 DR9192.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9192.GEOID18 height accuracy estimate available here.
 DR9192
 DR9192.Click photographs - Photos may exist for this station.
 DR9192
 DR9192.The dynamic height is computed by dividing the NAVD 88
 DR9192.geopotential number by the normal gravity value computed on the
 DR9192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9192.degrees latitude (g = 980.6199 gals.).
 DR9192
 DR9192.The modeled gravity was interpolated from observed gravity values.
 DR9192
 DR9192;                    North         East    Units  Estimated Accuracy
 DR9192;SPC FL E     -   196,227.3     121,481.7     MT  (+/- 3 meters HH1 GPS) 
 DR9192
 DR9192_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2150887292(NAD 83)
 DR9192
 DR9192                          SUPERSEDED SURVEY CONTROL
 DR9192
 DR9192.No superseded survey control is available for this station.
 DR9192
 DR9192_MARKER: F = FLANGE-ENCASED ROD
 DR9192_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9192_STAMPING: 5088 A 2023
 DR9192_MARK LOGO: FLDEP
 DR9192_PROJECTION: RECESSED 6 CENTIMETERS
 DR9192_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9192_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9192+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2023
 DR9192_ROD/PIPE-DEPTH: 13.1 meters
 DR9192
 DR9192  HISTORY     - Date     Condition        Report By
 DR9192  HISTORY     - 20230416 MONUMENTED       FLDEP
 DR9192
 DR9192                          STATION DESCRIPTION
 DR9192
 DR9192'DESCRIBED BY FL DEPT OF ENV PRO 2023 (DLP)
 DR9192'THE STATION IS ABOUT 9.6 MI (15.4 KM) NORTH-NORTHWEST OF MARCO, 6.4 MI
 DR9192'(10.3 KM) NORTHWEST OF BELLE MEADE AND 2.8 MI (4.5 KM) SOUTH-SOUTHEAST
 DR9192'OF NAPLES.  IN SECTION, TOWNSHIP, RANGE.
 DR9192'
 DR9192'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 DR9192'THOMASSON DRIVE IN NAPLES GO SOUTHWEST ON THOMASSON DRIVE AND THEN
 DR9192'WESTERLY FOR 1.9 MI (3.1 KM) TO A 90 DEGREE ANGLE AND GO SOUTH ON
 DR9192'HAMILTON AVENUE FOR 0.4 MI (0.6 KM) TO THE JUNCTION WITH DANFORD
 DR9192'STREET ON THE RIGHT.  TURN RIGHT ON DANFORD STREET AND GO WEST FOR
 DR9192'0.35 MI (0.56 KM) TO THE BAYVIEW PARK AND PUBLIC BOAT RAMP.  CONTINUE
 DR9192'WEST ON DANFORD STREET FOR 275 FT (83.8 M) FOLLOW THE ROAD AROUND A
 DR9192'BEND AND GO SOUTHEAST FOR 130.0 FT (39.6 M) TO THE MARK ON THE RIGHT.
 DR9192'A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 43.1 FT (13.1 M)
 DR9192'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND, RECESSED 0.4 FT
 DR9192'(12 CM) BELOW THE LEVEL OF DANFORD STREET AND THE DATUM POINT IS
 DR9192'RECESSED 0.5 FT (15 CM) BELOW A 6-INCH (15 CM) LOGO CAP.
 DR9192'
 DR9192'LOCATED 81.8 FT (24.9 M) SOUTHWEST OF THE NORTHWEST CORNER POST FOR
 DR9192'BATHROOMS, 56.6 FT (17.3 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DR9192'DANFORD STREET, 12.3 FT (3.7 M) NORTH OF A SIDEWALK GOING WEST THAT
 DR9192'TERMINATES AT WATERS EDGE AND 3.4 FT (1.0 M) SOUTHWEST OF THE
 DR9192'SOUTHWEST EDGE OF SIDEWALK.
 DR9192'
 DR9192'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR9192'CAP.
 DR9192'
 DR9192'NOTE-A MAGNET WAS PLACED INSIDE THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9193 ***********************************************************************
 DR9193  DESIGNATION -  872 5088 B
 DR9193  PID         -  DR9193
 DR9193  STATE/COUNTY-  FL/COLLIER
 DR9193  COUNTRY     -  US
 DR9193  USGS QUAD   -  NAPLES SOUTH (2018)
 DR9193
 DR9193                         *CURRENT SURVEY CONTROL
 DR9193  ______________________________________________________________________
 DR9193* NAD 83(1986) POSITION- 26 06 11.80   (N) 081 47 02.44   (W)   HD_HELD1
 DR9193* NAVD 88 ORTHO HEIGHT -     0.580 (meters)        1.90  (feet) ADJUSTED
 DR9193  ______________________________________________________________________
 DR9193  GEOID HEIGHT    -        -23.408 (meters)                     GEOID18
 DR9193  DYNAMIC HEIGHT  -          0.579 (meters)        1.90  (feet) COMP
 DR9193  MODELED GRAVITY -    979,045.6   (mgal)                       NAVD 88
 DR9193
 DR9193  VERT ORDER      -  SECOND    CLASS I
 DR9193
 DR9193.The horizontal coordinates were determined by differentially corrected
 DR9193.hand held GPS observations or other comparable positioning techniques
 DR9193.and have an estimated accuracy of +/- 3 meters.
 DR9193
 DR9193.The orthometric height was determined by differential leveling and
 DR9193.adjusted by the NATIONAL GEODETIC SURVEY
 DR9193.in December 2023.
 DR9193
 DR9193.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9193.GEOID18 height accuracy estimate available here.
 DR9193
 DR9193.Click photographs - Photos may exist for this station.
 DR9193
 DR9193.The dynamic height is computed by dividing the NAVD 88
 DR9193.geopotential number by the normal gravity value computed on the
 DR9193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9193.degrees latitude (g = 980.6199 gals.).
 DR9193
 DR9193.The modeled gravity was interpolated from observed gravity values.
 DR9193
 DR9193;                    North         East    Units  Estimated Accuracy
 DR9193;SPC FL E     -   196,292.3     121,578.5     MT  (+/- 3 meters HH1 GPS) 
 DR9193
 DR9193_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2160587357(NAD 83)
 DR9193
 DR9193                          SUPERSEDED SURVEY CONTROL
 DR9193
 DR9193.No superseded survey control is available for this station.
 DR9193
 DR9193_MARKER: F = FLANGE-ENCASED ROD
 DR9193_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9193_STAMPING: 5088 B 2023
 DR9193_MARK LOGO: FLDEP
 DR9193_PROJECTION: RECESSED 6 CENTIMETERS
 DR9193_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9193+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2023
 DR9193_ROD/PIPE-DEPTH: 14.4 meters
 DR9193
 DR9193  HISTORY     - Date     Condition        Report By
 DR9193  HISTORY     - 20230416 MONUMENTED       FLDEP
 DR9193
 DR9193                          STATION DESCRIPTION
 DR9193
 DR9193'DESCRIBED BY FL DEPT OF ENV PRO 2023 (DLP)
 DR9193'THE STATION IS ABOUT 9.6 MI (15.4 KM) NORTH-NORTHWEST OF MARCO, 6.4 MI
 DR9193'(10.3 KM) NORTHWEST OF BELLE MEADE AND 2.7 MI (4.3 KM) SOUTH-SOUTHEAST
 DR9193'OF NAPLES.  IN SECTION, TOWNSHIP, RANGE.
 DR9193'
 DR9193'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 DR9193'THOMASSON DRIVE IN NAPLES GO SOUTHWEST ON THOMASSON DRIVE AND THEN
 DR9193'WESTERLY FOR 1.9 MI (3.1 KM) TO A 90 DEGREE ANGLE AND GO SOUTH ON
 DR9193'HAMILTON AVENUE FOR 0.4 MI (0.6 KM) TO THE JUNCTION WITH DANFORD
 DR9193'STREET ON THE RIGHT.  TURN RIGHT ON DANFORD STREET AND GO WEST FOR
 DR9193'0.35 MI (0.56 KM) TO THE BAYVIEW PARK AND PUBLIC BOAT RAMP AND THE
 DR9193'MARK ON THE RIGHT.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DR9193'OF 47.4 FT (14.4 M) RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DR9193'GROUND AND RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF DANFORD STREET
 DR9193'THE DATUM POINT IS RECESSED 0.5 FT (15 CM) BELOW A 6-INCH (15 CM) LOGO
 DR9193'CAP.
 DR9193'
 DR9193'LOCATED 21.1 FT (6.4 M) NORTH OF THE APPROXIMATE CENTERLINE OF DANFORD
 DR9193'STREET, 14.0 FT (4.3 M) WEST OF A 3 FT (0.9 M) IN DIAMETER CONCRETE
 DR9193'CULVERT PIPE, 11.9 FT (3.6 M) EAST-NORTHEAST OF THE SOUTHEAST CORNER
 DR9193'OF A 2.0 FT (0.6 M) TALL CONCRETE RETAINING WALL AND 3.8 FT (1.2 M)
 DR9193'EAST OF THE APPROXIMATE CENTER OF BAYVIEW PARK SIGN.
 DR9193'
 DR9193'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR9193'CAP.
 DR9193'
 DR9193'NOTE-A MAGNET WAS PLACED INSIDE THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9194 ***********************************************************************
 DR9194  DESIGNATION -  872 5088 C
 DR9194  PID         -  DR9194
 DR9194  STATE/COUNTY-  FL/COLLIER
 DR9194  COUNTRY     -  US
 DR9194  USGS QUAD   -  NAPLES SOUTH (2018)
 DR9194
 DR9194                         *CURRENT SURVEY CONTROL
 DR9194  ______________________________________________________________________
 DR9194* NAD 83(1986) POSITION- 26 06 12.33   (N) 081 46 42.09   (W)   HD_HELD1
 DR9194* NAVD 88 ORTHO HEIGHT -     1.066 (meters)        3.50  (feet) ADJUSTED
 DR9194  ______________________________________________________________________
 DR9194  GEOID HEIGHT    -        -23.417 (meters)                     GEOID18
 DR9194  DYNAMIC HEIGHT  -          1.064 (meters)        3.49  (feet) COMP
 DR9194  MODELED GRAVITY -    979,045.6   (mgal)                       NAVD 88
 DR9194
 DR9194  VERT ORDER      -  SECOND    CLASS I
 DR9194
 DR9194.The horizontal coordinates were determined by differentially corrected
 DR9194.hand held GPS observations or other comparable positioning techniques
 DR9194.and have an estimated accuracy of +/- 3 meters.
 DR9194
 DR9194.The orthometric height was determined by differential leveling and
 DR9194.adjusted by the NATIONAL GEODETIC SURVEY
 DR9194.in December 2023.
 DR9194
 DR9194.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9194.GEOID18 height accuracy estimate available here.
 DR9194
 DR9194.Click photographs - Photos may exist for this station.
 DR9194
 DR9194.The dynamic height is computed by dividing the NAVD 88
 DR9194.geopotential number by the normal gravity value computed on the
 DR9194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9194.degrees latitude (g = 980.6199 gals.).
 DR9194
 DR9194.The modeled gravity was interpolated from observed gravity values.
 DR9194
 DR9194;                    North         East    Units  Estimated Accuracy
 DR9194;SPC FL E     -   196,305.2     122,144.0     MT  (+/- 3 meters HH1 GPS) 
 DR9194
 DR9194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2217087370(NAD 83)
 DR9194
 DR9194                          SUPERSEDED SURVEY CONTROL
 DR9194
 DR9194.No superseded survey control is available for this station.
 DR9194
 DR9194_MARKER: F = FLANGE-ENCASED ROD
 DR9194_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9194_STAMPING: 5088 C 2023
 DR9194_MARK LOGO: FLDEP
 DR9194_PROJECTION: RECESSED 9 CENTIMETERS
 DR9194_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9194+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2023
 DR9194_ROD/PIPE-DEPTH: 11.9 meters
 DR9194
 DR9194  HISTORY     - Date     Condition        Report By
 DR9194  HISTORY     - 20230416 MONUMENTED       FLDEP
 DR9194
 DR9194                          STATION DESCRIPTION
 DR9194
 DR9194'DESCRIBED BY FL DEPT OF ENV PRO 2023 (DLP)
 DR9194'THE STATION IS ABOUT 9.5 MI (15.3 KM) NORTH-NORTHWEST OF MARCO, 6.1 MI
 DR9194'(9.8 KM) NORTHWEST OF BELLE MEADE AND 2.8 MI (4.5 KM) SOUTH-SOUTHEAST
 DR9194'OF NAPLES.  IN SECTION, TOWNSHIP, RANGE.
 DR9194'
 DR9194'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 DR9194'THOMASSON DRIVE IN NAPLES.  GO SOUTHWEST ON THOMASSON DRIVE AND THEN
 DR9194'WESTERLY FOR 1.9 MI (3.1 KM) TO A 90 DEGREE ANGLE AND GO SOUTH ON
 DR9194'HAMILTON AVENUE FOR 0.4 MI (0.6 KM) TO THE JUNCTION WITH DANFORD
 DR9194'STREET ON THE RIGHT AND THE MARK ON THE LEFT.  A STAINLESS STEEL ROD
 DR9194'DRIVEN TO REFUSAL AT A DEPTH OF 39.1 FT (11.9 M) RECESSED 0.3 FT (9
 DR9194'CM) BELOW THE LEVEL OF THE GROUND AND RECESSED 0.6 FT (18 CM) BELOW
 DR9194'THE LEVEL OF HAMILTON AVENUE.  THE DATUM POINT IS RECESSED 0.5 FT (15
 DR9194'CM) BELOW A 6-INCH (15 CM) LOGO CAP.
 DR9194'
 DR9194'LOCATED 32.2 FT (9.8 M) WEST OF A 5.0 FT (1.5 M) CHAIN LINK FENCE,
 DR9194'20.0 FT (6.1 M) EAST OF THE APPROXIMATE CENTERLINE OF HAMILTON AVENUE,
 DR9194'17.1 FT (5.2 M) SOUTH OF THE SOUTH EDGE OF SIDEWALK CROSSING HAMILTON
 DR9194'AVENUE AND 16.4 FT (5.0 M) NORTH OF THE APPROXIMATE EXTENDED
 DR9194'CENTERLINE OF DANFORD STREET.
 DR9194'
 DR9194'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) LOGO
 DR9194'CAP.
 DR9194'
 DR9194'NOTE-A MAGNET WAS PLACED INSIDE THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9195 ***********************************************************************
 DR9195  DESIGNATION -  872 5088 D
 DR9195  PID         -  DR9195
 DR9195  STATE/COUNTY-  FL/COLLIER
 DR9195  COUNTRY     -  US
 DR9195  USGS QUAD   -  NAPLES SOUTH (2018)
 DR9195
 DR9195                         *CURRENT SURVEY CONTROL
 DR9195  ______________________________________________________________________
 DR9195* NAD 83(1986) POSITION- 26 06 33.30   (N) 081 46 14.21   (W)   HD_HELD1
 DR9195* NAVD 88 ORTHO HEIGHT -     1.660 (meters)        5.45  (feet) ADJUSTED
 DR9195  ______________________________________________________________________
 DR9195  GEOID HEIGHT    -        -23.440 (meters)                     GEOID18
 DR9195  DYNAMIC HEIGHT  -          1.657 (meters)        5.44  (feet) COMP
 DR9195  MODELED GRAVITY -    979,045.7   (mgal)                       NAVD 88
 DR9195
 DR9195  VERT ORDER      -  SECOND    CLASS I
 DR9195
 DR9195.The horizontal coordinates were determined by differentially corrected
 DR9195.hand held GPS observations or other comparable positioning techniques
 DR9195.and have an estimated accuracy of +/- 3 meters.
 DR9195
 DR9195.The orthometric height was determined by differential leveling and
 DR9195.adjusted by the NATIONAL GEODETIC SURVEY
 DR9195.in December 2023.
 DR9195
 DR9195.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9195.GEOID18 height accuracy estimate available here.
 DR9195
 DR9195.Click photographs - Photos may exist for this station.
 DR9195
 DR9195.The dynamic height is computed by dividing the NAVD 88
 DR9195.geopotential number by the normal gravity value computed on the
 DR9195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9195.degrees latitude (g = 980.6199 gals.).
 DR9195
 DR9195.The modeled gravity was interpolated from observed gravity values.
 DR9195
 DR9195;                    North         East    Units  Estimated Accuracy
 DR9195;SPC FL E     -   196,945.9     122,922.5     MT  (+/- 3 meters HH1 GPS) 
 DR9195
 DR9195_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2294888010(NAD 83)
 DR9195
 DR9195                          SUPERSEDED SURVEY CONTROL
 DR9195
 DR9195.No superseded survey control is available for this station.
 DR9195
 DR9195_MARKER: F = FLANGE-ENCASED ROD
 DR9195_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9195_STAMPING: 5088 D 2023
 DR9195_MARK LOGO: FLDEP
 DR9195_PROJECTION: RECESSED 9 CENTIMETERS
 DR9195_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9195_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9195+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2023
 DR9195_ROD/PIPE-DEPTH: 7.7 meters
 DR9195
 DR9195  HISTORY     - Date     Condition        Report By
 DR9195  HISTORY     - 20230416 MONUMENTED       FLDEP
 DR9195
 DR9195                          STATION DESCRIPTION
 DR9195
 DR9195'DESCRIBED BY FL DEPT OF ENV PRO 2023 (DLP)
 DR9195'THE STATION IS ABOUT 9.8 MI (15.8 KM) NORTH-NORTHWEST OF MARCO, 6.0 MI
 DR9195'(9.7 KM) NORTHWEST OF BELLE MEADE AND 2.7 MI (4.3 KM) SOUTHEAST OF
 DR9195'NAPLES.  IN SECTION, TOWNSHIP, RANGE.
 DR9195'
 DR9195'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 DR9195'THOMASSON DRIVE IN NAPLES.  GO SOUTHWEST ON THOMASSON DRIVE AND THEN
 DR9195'WESTERLY FOR 1.5 MI (2.4 KM) TO THE INTERSECTION WITH BAYSHORE DRIVE
 DR9195'AND THE MARK ON THE RIGHT.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT
 DR9195'A DEPTH OF 25.2 FT (7.7 M) RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF
 DR9195'THE GROUND AND 0.6 FT (18 CM) ABOVE THE LEVEL OF THOMASSON DRIVE.  THE
 DR9195'DATUM POINT IS RECESSED 0.5 FT (15 CM) BELOW A 6-INCH (15 CM) FLDEP
 DR9195'LOGO CAP.
 DR9195'
 DR9195'LOCATED 73.5 FT (22.4 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DR9195'BAYSHORE DRIVE SOUTH BOUND LANE, 58.2 FT (17.7 M) SOUTHWEST OF METAL
 DR9195'LIGHT POLE 36, 54.9 FT (16.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DR9195'THOMASSON DRIVE WEST BOUND LANE AND 20.5 FT (6.2 M) NORTHEAST OF
 DR9195'CONCRETE UTILITY POLE 24290.
 DR9195'
 DR9195'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DR9195'LOGO CAP.
 DR9195'
 DR9195'NOTE-A MAGNET WAS PLACED INSIDE THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9196 ***********************************************************************
 DR9196  DESIGNATION -  872 5088 E
 DR9196  PID         -  DR9196
 DR9196  STATE/COUNTY-  FL/COLLIER
 DR9196  COUNTRY     -  US
 DR9196  USGS QUAD   -  NAPLES SOUTH (2018)
 DR9196
 DR9196                         *CURRENT SURVEY CONTROL
 DR9196  ______________________________________________________________________
 DR9196* NAD 83(1986) POSITION- 26 06 32.89   (N) 081 45 29.39   (W)   HD_HELD1
 DR9196* NAVD 88 ORTHO HEIGHT -     1.105 (meters)        3.63  (feet) ADJUSTED
 DR9196  ______________________________________________________________________
 DR9196  GEOID HEIGHT    -        -23.457 (meters)                     GEOID18
 DR9196  DYNAMIC HEIGHT  -          1.104 (meters)        3.62  (feet) COMP
 DR9196  MODELED GRAVITY -    979,045.6   (mgal)                       NAVD 88
 DR9196
 DR9196  VERT ORDER      -  SECOND    CLASS I
 DR9196
 DR9196.The horizontal coordinates were determined by differentially corrected
 DR9196.hand held GPS observations or other comparable positioning techniques
 DR9196.and have an estimated accuracy of +/- 3 meters.
 DR9196
 DR9196.The orthometric height was determined by differential leveling and
 DR9196.adjusted by the NATIONAL GEODETIC SURVEY
 DR9196.in December 2023.
 DR9196
 DR9196.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9196.GEOID18 height accuracy estimate available here.
 DR9196
 DR9196.Click photographs - Photos may exist for this station.
 DR9196
 DR9196.The dynamic height is computed by dividing the NAVD 88
 DR9196.geopotential number by the normal gravity value computed on the
 DR9196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9196.degrees latitude (g = 980.6199 gals.).
 DR9196
 DR9196.The modeled gravity was interpolated from observed gravity values.
 DR9196
 DR9196;                    North         East    Units  Estimated Accuracy
 DR9196;SPC FL E     -   196,926.0     124,167.7     MT  (+/- 3 meters HH1 GPS) 
 DR9196
 DR9196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2419387990(NAD 83)
 DR9196
 DR9196                          SUPERSEDED SURVEY CONTROL
 DR9196
 DR9196.No superseded survey control is available for this station.
 DR9196
 DR9196_MARKER: F = FLANGE-ENCASED ROD
 DR9196_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR9196+WITH SETTING: INFORMATION.
 DR9196_STAMPING: 5088 E 2023
 DR9196_MARK LOGO: FLDEP
 DR9196_PROJECTION: RECESSED 6 CENTIMETERS
 DR9196_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9196_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9196+SATELLITE: SATELLITE OBSERVATIONS - April 16, 2023
 DR9196_ROD/PIPE-DEPTH: 2.0 meters
 DR9196
 DR9196  HISTORY     - Date     Condition        Report By
 DR9196  HISTORY     - 20230416 MONUMENTED       FLDEP
 DR9196
 DR9196                          STATION DESCRIPTION
 DR9196
 DR9196'DESCRIBED BY FL DEPT OF ENV PRO 2023 (DLP)
 DR9196'THE STATION IS ABOUT 9.6 MI (15.4 KM) NORTH OF MARCO, 5.5 MI (8.8 KM)
 DR9196'NORTHWEST OF BELLE MEADE AND 3.2 MI (5.1 KM) SOUTHEAST OF NAPLES.  IN
 DR9196'SECTION, TOWNSHIP, RANGE.
 DR9196'
 DR9196'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND
 DR9196'THOMASSON LANE IN NAPLES.  GO WEST ON THOMASSON LANE FOR 0.5 MI (0.8
 DR9196'KM) TO THE JUNCTION WITH NORMANDY DRIVE ON THE RIGHT AND MARK ON THE
 DR9196'LEFT.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 6.4 FT
 DR9196'(2.0 M) RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DR9196'RECESSED 0.6 FT (18 CM) BELOW THE LEVEL OF THOMASSON LANE.  THE DATUM
 DR9196'POINT IS RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF A 6-INCH (15 CM)
 DR9196'FLDEP LOGO CAP.
 DR9196'
 DR9196'LOCATED 53.3 FT (16.2 M) SOUTHWEST OF THE APPROXIMATE CENTER OF A 3 FT
 DR9196'(0.9 M) IN DIAMETER MANHOLE COVER, 38.3 FT (11.7 M) NORTH OF THE
 DR9196'APPROXIMATE CENTERLINE OF THOMASSON DRIVE, 36.9 FT (11.2 M) NORTHWEST
 DR9196'OF UTILITY POLE 76578910909 AND 33.9 FT (10.3 M) EAST OF THE EAST END
 DR9196'OF A METAL GUARDRAIL.
 DR9196'
 DR9196'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DR9196'LOGO CAP.
 DR9196'
 DR9196'NOTE-A MAGNET WAS PLACED INSIDE THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6338 ***********************************************************************
 AD6338  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6338  DESIGNATION -  872 5110 A TIDAL
 AD6338  PID         -  AD6338
 AD6338  STATE/COUNTY-  FL/COLLIER
 AD6338  COUNTRY     -  US
 AD6338  USGS QUAD   -  NAPLES NORTH (2018)
 AD6338
 AD6338                         *CURRENT SURVEY CONTROL
 AD6338  ______________________________________________________________________
 AD6338* NAD 83(1986) POSITION- 26 07 51.54   (N) 081 48 11.10   (W)   HD_HELD1
 AD6338* NAVD 88 ORTHO HEIGHT -     1.266 (meters)        4.15  (feet) ADJUSTED
 AD6338  ______________________________________________________________________
 AD6338  GEOID HEIGHT    -        -23.437 (meters)                     GEOID18
 AD6338  DYNAMIC HEIGHT  -          1.264 (meters)        4.15  (feet) COMP
 AD6338  MODELED GRAVITY -    979,046.7   (mgal)                       NAVD 88
 AD6338
 AD6338  VERT ORDER      -  FIRST     CLASS II
 AD6338
 AD6338.The horizontal coordinates were determined by differentially corrected
 AD6338.hand held GPS observations or other comparable positioning techniques
 AD6338.and have an estimated accuracy of +/- 3 meters.
 AD6338
 AD6338.The orthometric height was determined by differential leveling and
 AD6338.adjusted by the NATIONAL GEODETIC SURVEY
 AD6338.in May 2013.
 AD6338
 AD6338.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6338.GEOID18 height accuracy estimate available here.
 AD6338
 AD6338.This Tidal Bench Mark is designated as VM 725
 AD6338.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6338
 AD6338.Click photographs - Photos may exist for this station.
 AD6338
 AD6338.The dynamic height is computed by dividing the NAVD 88
 AD6338.geopotential number by the normal gravity value computed on the
 AD6338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6338.degrees latitude (g = 980.6199 gals.).
 AD6338
 AD6338.The modeled gravity was interpolated from observed gravity values.
 AD6338
 AD6338;                    North         East    Units  Estimated Accuracy
 AD6338;SPC FL E     -   199,373.4     119,689.6     MT  (+/- 3 meters HH1 GPS) 
 AD6338
 AD6338_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1971790437(NAD 83)
 AD6338
 AD6338                          SUPERSEDED SURVEY CONTROL
 AD6338
 AD6338  NAVD 88 (09/04/92)    1.264  (m)            4.15   (f) SUPERSEDED  1 2
 AD6338  NAVD 88 (06/15/91)    1.240  (m)            4.07   (f) SUPERSEDED  1 2
 AD6338  NGVD 29 (09/01/92)    1.650  (m)            5.41   (f) ADJUSTED    1 2
 AD6338
 AD6338.Superseded values are not recommended for survey control.
 AD6338
 AD6338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6338.See file dsdata.pdf to determine how the superseded data were derived.
 AD6338
 AD6338_MARKER: DB = BENCH MARK DISK
 AD6338_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD6338_STAMPING: 5110 A 1978
 AD6338_MARK LOGO: NOS
 AD6338_PROJECTION: FLUSH
 AD6338_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6338_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6338_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6338+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2018
 AD6338_ROD/PIPE-DEPTH: 11.0 meters
 AD6338
 AD6338  HISTORY     - Date     Condition        Report By
 AD6338  HISTORY     - 1978     MONUMENTED       NOS
 AD6338  HISTORY     - 1984     GOOD             FLDNR
 AD6338  HISTORY     - 1986     GOOD             FLDNR
 AD6338  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD6338  HISTORY     - 1990     GOOD             USPSQD
 AD6338  HISTORY     - 19920331 GOOD             NGS
 AD6338  HISTORY     - 20010424 GOOD             NOS
 AD6338  HISTORY     - 20080710 GOOD             FLDEP
 AD6338  HISTORY     - 20081004 GOOD             FL-021
 AD6338  HISTORY     - 20110923 GOOD             GEOCAC
 AD6338  HISTORY     - 20130530 GOOD             FL-021
 AD6338  HISTORY     - 20181015 GOOD             FL-021
 AD6338
 AD6338                          STATION DESCRIPTION
 AD6338
 AD6338'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6338'IN NAPLES.
 AD6338'THE MARK IS AT THE INTERSECTION OF 13TH AVENUE SOUTH AND GORDON DRIVE,
 AD6338'AT THE SOUTHWEST CORNER OF A MUNICIPAL PARKING LOT, 54.2 FEET NORTH OF
 AD6338'THE CENTERLINE OF 13TH AVENUE, AND 36 FEET EAST OF THE CENTERLINE OF
 AD6338'GORDON DRIVE.
 AD6338
 AD6338                          STATION RECOVERY (1986)
 AD6338
 AD6338'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6338'THE MARK IS AT THE INTERSECTION OF 13TH AVENUE SOUTH AND GORDON
 AD6338'DRIVE, AT THE SOUTHWEST CORNER OF A MUNICIPAL PARKING LOT, 54.2 FEET
 AD6338'NORTH OF THE CENTERLINE OF 13TH AVENUE, AND 36.0 FEET EAST OF THE
 AD6338'CENTERLINE OF GORDON DRIVE.
 AD6338
 AD6338                          STATION RECOVERY (1990)
 AD6338
 AD6338'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6338'MARK NOT FOUND.
 AD6338
 AD6338                          STATION RECOVERY (1990)
 AD6338
 AD6338'RECOVERY NOTE BY US POWER SQUADRON 1990 (AFB)
 AD6338'RECOVERED IN GOOD CONDITION.
 AD6338
 AD6338                          STATION RECOVERY (1992)
 AD6338
 AD6338'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD6338'IN NAPLES, AT THE INTERSECTION OF GORDON DRIVE AND 13TH AVENUE SOUTH,
 AD6338'16.5 M (54.1 FT) NORTH OF THE CENTERLINE OF THE AVENUE, 10.8 M (35.4
 AD6338'FT) EAST OF THE CENTERLINE OF THE DRIVE, 0.3 M (1.0 FT) ABOVE THE
 AD6338'LEVEL OF THE DRIVE, 0.1 M (0.3 FT) WEST OF A WITNESS POST, AND THE
 AD6338'DISK IS ENCASED IN A 4 INCH PVC PIPE THAT PROJECTS 0.05 M (0.16 FT)
 AD6338'ABOVE THE GROUND SURFACE.
 AD6338
 AD6338                          STATION RECOVERY (2001)
 AD6338
 AD6338'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (KLD)
 AD6338'RECOVERED AS DESCRIBED.
 AD6338
 AD6338                          STATION RECOVERY (2008)
 AD6338
 AD6338'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6338'RECOVERED AS DESCRIBED.
 AD6338
 AD6338                          STATION RECOVERY (2008)
 AD6338
 AD6338'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2008 (CLC)
 AD6338'RECOVERED AS DESCRIBED
 AD6338
 AD6338                          STATION RECOVERY (2011)
 AD6338
 AD6338'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AD6338'RECOVERED IN GOOD CONDITION.
 AD6338
 AD6338                          STATION RECOVERY (2013)
 AD6338
 AD6338'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AD6338'RECOVERED IN GOOD CONDITION.
 AD6338
 AD6338                          STATION RECOVERY (2018)
 AD6338
 AD6338'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2018 (CLC)
 AD6338'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6336 ***********************************************************************
 AD6336  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6336  DESIGNATION -  872 5110 B TIDAL
 AD6336  PID         -  AD6336
 AD6336  STATE/COUNTY-  FL/COLLIER
 AD6336  COUNTRY     -  US
 AD6336  USGS QUAD   -  NAPLES NORTH (2018)
 AD6336
 AD6336                         *CURRENT SURVEY CONTROL
 AD6336  ______________________________________________________________________
 AD6336* NAD 83(1986) POSITION- 26 08 08.9    (N) 081 48 07.9    (W)   HD_HELD2
 AD6336* NAVD 88 ORTHO HEIGHT -     2.519 (meters)        8.26  (feet) ADJUSTED
 AD6336  ______________________________________________________________________
 AD6336  GEOID HEIGHT    -        -23.449 (meters)                     GEOID18
 AD6336  DYNAMIC HEIGHT  -          2.515 (meters)        8.25  (feet) COMP
 AD6336  MODELED GRAVITY -    979,046.8   (mgal)                       NAVD 88
 AD6336
 AD6336  VERT ORDER      -  FIRST     CLASS II
 AD6336
 AD6336.The horizontal coordinates were established by autonomous hand held GPS
 AD6336.observations and have an estimated accuracy of +/- 10 meters.
 AD6336
 AD6336.The orthometric height was determined by differential leveling and
 AD6336.adjusted by the NATIONAL GEODETIC SURVEY
 AD6336.in May 2013.
 AD6336
 AD6336.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6336.GEOID18 height accuracy estimate available here.
 AD6336
 AD6336.This Tidal Bench Mark is designated as VM 726
 AD6336.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6336
 AD6336.Click photographs - Photos may exist for this station.
 AD6336
 AD6336.The dynamic height is computed by dividing the NAVD 88
 AD6336.geopotential number by the normal gravity value computed on the
 AD6336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6336.degrees latitude (g = 980.6199 gals.).
 AD6336
 AD6336.The modeled gravity was interpolated from observed gravity values.
 AD6336
 AD6336;                    North         East    Units  Estimated Accuracy
 AD6336;SPC FL E     -   199,907.      119,782.      MT  (+/- 10 meters HH2 GPS)
 AD6336
 AD6336_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1980990970(NAD 83)
 AD6336
 AD6336                          SUPERSEDED SURVEY CONTROL
 AD6336
 AD6336  NAVD 88 (01/27/05)    2.516  (m)            8.25   (f) SUPERSEDED  2 1
 AD6336  NAVD 88 (09/04/92)    2.520  (m)            8.27   (f) SUPERSEDED  1 2
 AD6336  NAVD 88 (06/15/91)    2.520  (m)            8.27   (f) SUPERSEDED  1 2
 AD6336  NGVD 29 (09/01/92)    2.904  (m)            9.53   (f) ADJUSTED    1 2
 AD6336
 AD6336.Superseded values are not recommended for survey control.
 AD6336
 AD6336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6336.See file dsdata.pdf to determine how the superseded data were derived.
 AD6336
 AD6336_MARKER: DJ = TIDAL STATION DISK
 AD6336_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6336_SP_SET: STEP
 AD6336_STAMPING: 5110 B 1978
 AD6336_MARK LOGO: NOS
 AD6336_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6336+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2008
 AD6336
 AD6336  HISTORY     - Date     Condition        Report By
 AD6336  HISTORY     - 1978     MONUMENTED       NOS
 AD6336  HISTORY     - 1984     GOOD             FLDNR
 AD6336  HISTORY     - 1986     GOOD             FLDNR
 AD6336  HISTORY     - 1990     GOOD             USPSQD
 AD6336  HISTORY     - 19920301 GOOD             NGS
 AD6336  HISTORY     - 20010424 GOOD             NOS
 AD6336  HISTORY     - 20050503 GOOD             USPSQD
 AD6336  HISTORY     - 20080710 GOOD             FLDEP
 AD6336  HISTORY     - 20130617 MARK NOT FOUND   FL-021
 AD6336  HISTORY     - 20160112 MARK NOT FOUND   GEOCAC
 AD6336
 AD6336                          STATION DESCRIPTION
 AD6336
 AD6336'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6336'IN NAPLES.
 AD6336'THE MARK IS AT THE INTERSECTION OF 10TH AVENUE AND 3RD STREET, SET IN
 AD6336'THE TOP STEP TO THE ST. ANN PARISH HALL, 119 FEET NORTH OF THE
 AD6336'CENTERLINE OF 10TH AVENUE, 61 FEET EAST OF THE CENTERLINE OF 3RD
 AD6336'STREET, AND 100 FEET SOUTH OF THE CHURCH.
 AD6336
 AD6336                          STATION RECOVERY (1986)
 AD6336
 AD6336'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD6336'THE MARK IS AT THE INTERSECTION OF 10TH AVENUE SOUTH AND 3RD STREET,
 AD6336'SET IN THE TOP STEP TO THE ST. ANNS PARRISH HALL, 119.0 FEET NORTH
 AD6336'OF THE CENTERLINE OF 10TH AVENUE, 61.0 FEET EAST OF THE CENTERLINE OF
 AD6336'3RD STREET, AND 100 FEET SOUTH OF THE CHURCH.
 AD6336
 AD6336                          STATION RECOVERY (1990)
 AD6336
 AD6336'RECOVERY NOTE BY US POWER SQUADRON 1990 (JAO)
 AD6336'RECOVERED IN GOOD CONDITION.
 AD6336
 AD6336                          STATION RECOVERY (1992)
 AD6336
 AD6336'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD6336'IN NAPLES, AT THE INTERSECTION OF 3RD STREET SOUTH AND 10TH AVENUE
 AD6336'SOUTH, IN TOP OF AND 0.1 M (0.3 FT) SOUTHEAST OF THE NORTHWEST CORNER
 AD6336'OF THE TOP CONCRETE STEP AT THE WEST ENTRANCE TO SAINT ANNS PARISH
 AD6336'HALL AT 995 3RD STREET SOUTH, 37.2 M (122.0 FT) NORTH OF THE CENTER
 AD6336'OF THE AVENUE, 20.8 M (68.2 FT) EAST OF THE CENTERLINE OF THE STREET,
 AD6336'3.8 M (12.5 FT) SOUTHWEST OF THE NORTHWEST CORNER OF THE BUILDING,
 AD6336'AND 0.4 M (1.3 FT) ABOVE THE LEVEL OF THE STREET.
 AD6336
 AD6336                          STATION RECOVERY (2001)
 AD6336
 AD6336'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (KLD)
 AD6336'RECOVERED AS DESCRIBED.
 AD6336
 AD6336                          STATION RECOVERY (2005)
 AD6336
 AD6336'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AD6336'RECOVERED IN GOOD CONDITION.
 AD6336
 AD6336                          STATION RECOVERY (2008)
 AD6336
 AD6336'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6336'RECOVERED AS DESCRIBED.
 AD6336
 AD6336                          STATION RECOVERY (2013)
 AD6336
 AD6336'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AD6336'MARK NOT FOUND.
 AD6336
 AD6336                          STATION RECOVERY (2016)
 AD6336
 AD6336'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD6336'THE STEPS HAVE BEEN COVERED WITH A STONE FACING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6337 ***********************************************************************
 AD6337  CBN         -  This is a Cooperative Base Network Control Station.
 AD6337  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6337  DESIGNATION -  872 5110 C TIDAL
 AD6337  PID         -  AD6337
 AD6337  STATE/COUNTY-  FL/COLLIER
 AD6337  COUNTRY     -  US
 AD6337  USGS QUAD   -  NAPLES NORTH (2018)
 AD6337
 AD6337                         *CURRENT SURVEY CONTROL
 AD6337  ______________________________________________________________________
 AD6337* NAD 83(2011) POSITION- 26 07 58.99389(N) 081 48 07.48220(W)   ADJUSTED
 AD6337* NAD 83(2011) ELLIP HT-   -21.930 (meters)        (06/27/12)   ADJUSTED
 AD6337* NAD 83(2011) EPOCH   -  2010.00
 AD6337* NAVD 88 ORTHO HEIGHT -     1.485 (meters)        4.87  (feet) ADJUSTED
 AD6337  ______________________________________________________________________
 AD6337  GEOID HEIGHT    -        -23.443 (meters)                     GEOID18
 AD6337  NAD 83(2011) X  -    817,033.171 (meters)                     COMP
 AD6337  NAD 83(2011) Y  - -5,671,274.682 (meters)                     COMP
 AD6337  NAD 83(2011) Z  -  2,792,293.810 (meters)                     COMP
 AD6337  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 AD6337  DYNAMIC HEIGHT  -          1.483 (meters)        4.87  (feet) COMP
 AD6337  MODELED GRAVITY -    979,046.8   (mgal)                       NAVD 88
 AD6337
 AD6337  VERT ORDER      -  FIRST     CLASS II
 AD6337
 AD6337  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD6337  Standards:
 AD6337         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD6337            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD6337  -------------------------------------------------------------------
 AD6337  NETWORK    0.61   1.51           0.26   0.24   0.77     -0.13575997
 AD6337  -------------------------------------------------------------------
 AD6337  Click here for local accuracies and other accuracy information.
 AD6337
 AD6337.The horizontal coordinates were established by GPS observations
 AD6337.and adjusted by the National Geodetic Survey in June 2012.
 AD6337
 AD6337.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD6337.been affixed to the stable North American tectonic plate. See 
 AD6337.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD6337
 AD6337.The horizontal coordinates are valid at the epoch date displayed above
 AD6337.which is a decimal equivalence of Year/Month/Day.
 AD6337
 AD6337.The orthometric height was determined by differential leveling and
 AD6337.adjusted by the NATIONAL GEODETIC SURVEY
 AD6337.in May 2013.
 AD6337
 AD6337.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6337.GEOID18 height accuracy estimate available here.
 AD6337
 AD6337.This Tidal Bench Mark is designated as VM 727
 AD6337.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6337
 AD6337.Click photographs - Photos may exist for this station.
 AD6337
 AD6337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD6337
 AD6337.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD6337
 AD6337.The ellipsoidal height was determined by GPS observations
 AD6337.and is referenced to NAD 83.
 AD6337
 AD6337.The dynamic height is computed by dividing the NAVD 88
 AD6337.geopotential number by the normal gravity value computed on the
 AD6337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6337.degrees latitude (g = 980.6199 gals.).
 AD6337
 AD6337.The modeled gravity was interpolated from observed gravity values.
 AD6337
 AD6337. The following values were computed from the NAD 83(2011) position.
 AD6337
 AD6337;                    North         East     Units Scale Factor Converg.
 AD6337;SPC FL E     -   199,602.176   119,791.524   MT  1.00002058   -0 21 11.9
 AD6337;SPC FL E     -   654,861.47    393,016.02   sFT  1.00002058   -0 21 11.9
 AD6337;UTM  17      - 2,890,666.054   419,818.891   MT  0.99967938   -0 21 11.9
 AD6337
 AD6337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6337!SPC FL E     -   1.00000345  x   1.00002058  =   1.00002403
 AD6337!UTM  17      -   1.00000345  x   0.99967938  =   0.99968282
 AD6337
 AD6337_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1981890666(NAD 83)
 AD6337
 AD6337                          SUPERSEDED SURVEY CONTROL
 AD6337
 AD6337  NAD 83(2007)-  26 07 58.99401(N)    081 48 07.48269(W) AD(2002.00) 0
 AD6337  ELLIP H (02/10/07)  -21.916  (m)                       GP(2002.00)    
 AD6337  ELLIP H (12/09/02)  -21.962  (m)                       GP(       ) 4 1
 AD6337  NAD 83(1999)-  26 07 58.99409(N)    081 48 07.48286(W) AD(       ) A
 AD6337  ELLIP H (04/12/01)  -21.893  (m)                       GP(       ) 4 1
 AD6337  ELLIP H (02/22/95)  -21.769  (m)                       GP(       ) 4 2
 AD6337  NAD 83(1990)-  26 07 58.99294(N)    081 48 07.48337(W) AD(       ) B
 AD6337  ELLIP H (09/13/90)  -21.910  (m)                       GP(       ) 4 1
 AD6337  NAVD 88 (12/12/02)    1.48   (m)  UNKNOWN  model used  GPS OBS        
 AD6337  NAVD 88               1.52   (m)            5.0    (f) LEVELING    3  
 AD6337  NAVD 88               1.34   (m)            4.4    (f) LEVELING    3  
 AD6337  NAVD 88 (06/02/94)    1.3    (m)  UNKNOWN  model used  GPS OBS        
 AD6337  NAVD 88               1.52   (m)            5.0    (f) LEVELING    3  
 AD6337  NAVD 88 (09/04/92)    1.521  (m)            4.99   (f) SUPERSEDED  1 2
 AD6337  NAVD 88 (06/15/91)    1.536  (m)            5.04   (f) SUPERSEDED  1 2
 AD6337  NGVD 29               1.91   (m)            6.3    (f) LEVELING    3  
 AD6337  NGVD 29 (09/01/92)    1.906  (m)            6.25   (f) ADJUSTED    1 2
 AD6337  NGVD 29               1.92   (m)            6.3    (f) LEVELING    3  
 AD6337
 AD6337.Superseded values are not recommended for survey control.
 AD6337
 AD6337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6337.See file dsdata.pdf to determine how the superseded data were derived.
 AD6337
 AD6337_MARKER: DJ = TIDAL STATION DISK
 AD6337_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD6337_STAMPING: 5110 C 1978
 AD6337_MARK LOGO: NOS
 AD6337_PROJECTION: RECESSED 6 CENTIMETERS
 AD6337_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6337_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6337+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2018
 AD6337_ROD/PIPE-DEPTH: 6.10 meters
 AD6337
 AD6337  HISTORY     - Date     Condition        Report By
 AD6337  HISTORY     - 1978     MONUMENTED       NOS
 AD6337  HISTORY     - 1984     GOOD             FLDNR
 AD6337  HISTORY     - 1989     GOOD             NGS
 AD6337  HISTORY     - 1990     GOOD             USPSQD
 AD6337  HISTORY     - 1990     GOOD             USPSQD
 AD6337  HISTORY     - 19920301 GOOD             NGS
 AD6337  HISTORY     - 19920822 GOOD             DENI
 AD6337  HISTORY     - 19930210 GOOD             NGS
 AD6337  HISTORY     - 19930217 GOOD             NOS
 AD6337  HISTORY     - 19930628 GOOD             BANNER
 AD6337  HISTORY     - 19990405 GOOD             FLDT
 AD6337  HISTORY     - 2002     GOOD             MAPTEC
 AD6337  HISTORY     - 20020220 GOOD             NGS
 AD6337  HISTORY     - 20020228 GOOD             MAPTEC
 AD6337  HISTORY     - 20050504 GOOD             USPSQD
 AD6337  HISTORY     - 20070418 GOOD             OPUS
 AD6337  HISTORY     - 20080710 GOOD             FLDEP
 AD6337  HISTORY     - 20091017 GOOD             WOOLPT
 AD6337  HISTORY     - 20110923 GOOD             GEOCAC
 AD6337  HISTORY     - 20130731 GOOD             FL-021
 AD6337  HISTORY     - 20181015 GOOD             FL-021
 AD6337
 AD6337                          STATION DESCRIPTION
 AD6337
 AD6337'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6337'IN NAPLES.
 AD6337'THE MARK IS AT THE INTERSECTION OF 3RD STREET SOUTH AND BROAD AVENUE,
 AD6337'52.8 FEET SOUTH OF THE CENTERLINE OF BROAD AVENUE, 24.8 FEET WEST OF
 AD6337'THE CENTERLINE OF 3RD STREET, AND 5 FEET EAST-NORTHEAST OF THE
 AD6337'INTERSECTION OF THE SIDEWALKS.
 AD6337
 AD6337                          STATION RECOVERY (1989)
 AD6337
 AD6337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 AD6337'THE STATION IS LOCATED IN NAPLES, AT THE JUNCTION OF BROAD AVE. AND
 AD6337'3RD STREET SOUTH, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION AND
 AD6337'ABOUT CENTER OF A BRICK AREA OF SIDEWALK INTERSECTION. OWNERSHIP--CITY
 AD6337'OF NAPLES.
 AD6337'TO REACH THE STATION FROM THE EAST END OF NAPLES CITY PIER, LOCATED AT
 AD6337'THE EXTREME WEST END OF 12TH AVE. SOUTH, GO EAST ALONG 12TH AVE. FOR
 AD6337'THREE BLOCKS TO THE JUNCTION OF 3RD STREET, THEN GO NORTH ALONG 3RD
 AD6337'STREET FOR ONE BLOCK TO THE JUNCTION OF BROAD AVE. AND THE STATION IN
 AD6337'THE SOUTHWEST QUADRANT OF THE INTERSECTION
 AD6337'THE STATION IS SET IN THE CENTER OF A BRICK AREA OF SIDEWALK
 AD6337'INTERSECTION AND RECESSED 7 CM BELOW THE SURFACE OF THE SIDEWALK.
 AD6337'LOCATED 2.1 M (6.9 FT) EAST-SOUTHEAST OF A PEDESTRIAN CROSSING LIGHT
 AD6337'SUPPORT POLE, 1.5 M (4.9 FT) WEST OF THE WEST CURB OF 3RD STREET, 1.2
 AD6337'M (3.9 FT) NORTHEAST OF THE CENTER OF THE SIDEWALK INTERSECTION AND
 AD6337'16.1 M (52.8 FT) SOUTH OF THE CENTERLINE OF BROAD AVE.
 AD6337'DESCRIBED BY G.F. SMITH.
 AD6337
 AD6337                          STATION RECOVERY (1990)
 AD6337
 AD6337'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6337'RECOVERED IN GOOD CONDITION.
 AD6337
 AD6337                          STATION RECOVERY (1990)
 AD6337
 AD6337'RECOVERY NOTE BY US POWER SQUADRON 1990 (AGB)
 AD6337'RECOVERED IN GOOD CONDITION.
 AD6337
 AD6337                          STATION RECOVERY (1992)
 AD6337
 AD6337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD6337'IN NAPLES, AT THE INTERSECTION OF 3RD STREET SOUTH AND BROAD AVENUE
 AD6337'SOUTH, 16.4 M (53.8 FT) SOUTH OF AND LEVEL WITH THE CENTERLINE OF THE
 AD6337'AVENUE, 7.7 M (25.3 FT) WEST OF THE CENTERLINE OF THE STREET, 2.3 M
 AD6337'(7.5 FT) EAST-SOUTHEAST A SUPPORT POST FOR A PEDESTRIAN CROSSING
 AD6337'SIGNAL, AND THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND RECESSED
 AD6337'0.06 M (0.20 FT) BELOW THE LEVEL OF THE SIDEWALK.
 AD6337
 AD6337                          STATION RECOVERY (1992)
 AD6337
 AD6337'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AD6337'RECOVERED IN GOOD CONDITION.
 AD6337
 AD6337                          STATION RECOVERY (1993)
 AD6337
 AD6337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AD6337'STATION IS LOCATED IN NAPLES, AT THE JUNCTION OF BROAD AVENUE AND 3RD
 AD6337'STREET SOUTH, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION AND ABOUT
 AD6337'CENTER OF A BRICK AREA OF SIDEWALK INTERSECTION.  OWNERSHIP--CITY OF
 AD6337'NAPLES.
 AD6337'TO REACH THE STATION FROM THE EAST END OF NAPLES CITY PIER, LOCATED AT
 AD6337'THE EXTREME WEST END OF 12TH AVENUE SOUTH, GO EAST ALONG 12TH AVENUE
 AD6337'FOR THREE BLOCKS TO THE JUNCTION OF 3RD STREET, THEN GO NORTH ALONG
 AD6337'3RD STREET FOR ONE BLOCK TO THE JUNCTION OF BROAD AVENUE AND THE
 AD6337'STATION IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 AD6337'STATION IS LOCATED IN THE CENTER OF A BRICK AREA OF SIDEWALK
 AD6337'INTERSECTION AND RECESSED ABOUT 7-CM BELOW THE SURFACE OF THE
 AD6337'SIDEWALK.  IT IS 2.1 M (6.9 FT) EAST-SOUTHEAST OF A PEDESTRIAN
 AD6337'CROSSING LIGHT SUPPORT POLE, 1.5 M (4.9 FT) WEST OF THE WEST CURB OF
 AD6337'3RD STREET, 1.2 M (3.9 FT) NORTHEAST OF THE CENTER OF THE SIDEWALK
 AD6337'INTERSECTION AND 16.1 M (52.8 FT) SOUTH OF THE CENTERLINE OF BROAD
 AD6337'AVENUE.
 AD6337'NOTE- NEED FLASHLIGHT TO PLUMB AT NIGHT.
 AD6337'PARKING AT STATION COULD BE DIFFICULT.
 AD6337
 AD6337                          STATION RECOVERY (1993)
 AD6337
 AD6337'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG)
 AD6337'RECOVERED AS DESCRIBED.
 AD6337
 AD6337                          STATION RECOVERY (1993)
 AD6337
 AD6337'RECOVERY NOTE BY BANNERMAN SURVEYORS INCORPORATED 1993
 AD6337'STATION IS LOCATED IN NAPLES, AT THE JUNCTION OF BROAD AVE. AND 3RD
 AD6337'STREET SOUTH, IN THE SOUTHWEST QUADRANT OF THE INTERSECTION AND ABOUT
 AD6337'CENTER OF A BRICK AREA, 1.8 M (6 FT) EAST OF BROAD AVE. SIDEWALK,
 AD6337'1.5 M (5 FT) NORTH OF 3RD ST. SIDEWALK. OWNERSHIP--CITY OF NAPLES.
 AD6337'TO REACH THE STATION FROM THE EAST END OF NAPLES CITY PIER, LOCATED AT
 AD6337'THE EXTREME WEST END OF 12TH AVE. SOUTH, GO EAST ALONG 12TH AVE. FOR
 AD6337'THREE BLOCKS TO THE JUNCTION OF 3RD STREET, THEN GO NORTH ALONG 3RD
 AD6337'STREET FOR ONE BLOCK TO THE JUNCTION OF BROAD AVE. AND THE STATION IN
 AD6337'THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 AD6337'STATION MARK IS A NOS DISK CRIMPED TO THE TOP OF A STAINLESS STEEL
 AD6337'ROD, STAMPED--5110 C 1978--, SET IN THE CENTER OF A BRICK AREA OF
 AD6337'SIDEWALK INTERSECTION AND RECESSED ABOUT 7 CM BELOW THE SURFACE OF THE
 AD6337'SIDEWALK. IT IS 2.1 M (6.9 FT) EAST-SOUTHEAST OF A PEDESTRAIN
 AD6337'CROSSING LIGHT SUPPORT POLE, 1.5 M (4.9 FT) WEST OF THE WEST CURB OF
 AD6337'3RD STREET, 1.2 M (3.9 FT) NORTHEAST OF THE CENTER OF THE SIDEWALK
 AD6337'INTERSECTION AND 16.1 M (52.8 FT) SOUTH OF THE CENTERLINE OF BROAD
 AD6337'AVE.
 AD6337'DESCRIBED BY G.F.S.  NEED FLASHLIGHT TO PLUMB AT NIGHT.
 AD6337
 AD6337                          STATION RECOVERY (1999)
 AD6337
 AD6337'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1999
 AD6337'RECOVERED AS DESCRIBED.
 AD6337
 AD6337                          STATION RECOVERY (2002)
 AD6337
 AD6337'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RAS)
 AD6337'RECOVERED AS DESCRIBED.
 AD6337
 AD6337                          STATION RECOVERY (2002)
 AD6337
 AD6337'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RWA)
 AD6337'A SQUARE METAL PLATE NOW COVERS THE MARK.  A PHILLIPS SCREW DRIVER IS
 AD6337'REQUIRED TO TAKE THE PLATE OFF.
 AD6337
 AD6337                          STATION RECOVERY (2002)
 AD6337
 AD6337'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AD6337'RECOVERED IN GOOD CONDITION.
 AD6337
 AD6337                          STATION RECOVERY (2005)
 AD6337
 AD6337'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AD6337'RECOVERED IN GOOD CONDITION.
 AD6337
 AD6337                          STATION RECOVERY (2007)
 AD6337
 AD6337'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2007 (OPS)
 AD6337'RECOVERED IN GOOD CONDITION.
 AD6337
 AD6337                          STATION RECOVERY (2008)
 AD6337
 AD6337'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6337'RECOVERED IN GOOD CONDITION WITH THIS ADDITION, THE DISK IS RECESSED
 AD6337'0.4 FT (12 CM) BELOW THE LEVEL OF THE NOS LOGO CAP.
 AD6337
 AD6337                          STATION RECOVERY (2009)
 AD6337
 AD6337'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2009
 AD6337'RECOVERED IN GOOD CONDITION
 AD6337
 AD6337                          STATION RECOVERY (2011)
 AD6337
 AD6337'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AD6337'RECOVERED IN GOOD CONDITION.
 AD6337
 AD6337                          STATION RECOVERY (2013)
 AD6337
 AD6337'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AD6337'RECOVERED IN GOOD CONDITION.
 AD6337
 AD6337                          STATION RECOVERY (2018)
 AD6337
 AD6337'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2018 (CLC)
 AD6337'THE STATION IS SET JUST EAST OF THE PAVER SECTION (NOT IN THE PAVERS
 AD6337'AS PREVIOUSLY STATED).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG7160 ***********************************************************************
 DG7160  TIDAL BM    -  This is a Tidal Bench Mark.
 DG7160  DESIGNATION -  872 5110 E TIDAL
 DG7160  PID         -  DG7160
 DG7160  STATE/COUNTY-  FL/COLLIER
 DG7160  COUNTRY     -  US
 DG7160  USGS QUAD   -  NAPLES NORTH (2018)
 DG7160
 DG7160                         *CURRENT SURVEY CONTROL
 DG7160  ______________________________________________________________________
 DG7160* NAD 83(1986) POSITION- 26 08 01.     (N) 081 48 01.     (W)   SCALED
 DG7160* NAVD 88 ORTHO HEIGHT -     1.418 (meters)        4.65  (feet) ADJUSTED
 DG7160  ______________________________________________________________________
 DG7160  GEOID HEIGHT    -        -23.447 (meters)                     GEOID18
 DG7160  DYNAMIC HEIGHT  -          1.415 (meters)        4.64  (feet) COMP
 DG7160  MODELED GRAVITY -    979,046.7   (mgal)                       NAVD 88
 DG7160
 DG7160  VERT ORDER      -  SECOND    CLASS I
 DG7160
 DG7160.The horizontal coordinates were scaled from a map and have
 DG7160.an estimated accuracy of +/- 6 seconds.
 DG7160
 DG7160.The orthometric height was determined by differential leveling and
 DG7160.adjusted by the NATIONAL GEODETIC SURVEY
 DG7160.in January 2005.
 DG7160
 DG7160.No vertical observational check was made to the station.
 DG7160
 DG7160.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7160.GEOID18 height accuracy estimate available here.
 DG7160
 DG7160.This Tidal Bench Mark is designated as VM 24819
 DG7160.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DG7160
 DG7160.Click photographs - Photos may exist for this station.
 DG7160
 DG7160.The dynamic height is computed by dividing the NAVD 88
 DG7160.geopotential number by the normal gravity value computed on the
 DG7160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7160.degrees latitude (g = 980.6199 gals.).
 DG7160
 DG7160.The modeled gravity was interpolated from observed gravity values.
 DG7160
 DG7160;                    North         East    Units  Estimated Accuracy
 DG7160;SPC FL E     -   199,660.      119,970.      MT  (+/- 180 meters Scaled)
 DG7160
 DG7160_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ199907(NAD 83)
 DG7160
 DG7160                          SUPERSEDED SURVEY CONTROL
 DG7160
 DG7160.No superseded survey control is available for this station.
 DG7160
 DG7160_MARKER: DJ = TIDAL STATION DISK
 DG7160_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG7160_STAMPING: 5110 E 1984
 DG7160_MARK LOGO: NOS
 DG7160_PROJECTION: RECESSED 9 CENTIMETERS
 DG7160_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7160_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG7160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7160+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2001
 DG7160_ROD/PIPE-DEPTH: 19.5 meters
 DG7160
 DG7160  HISTORY     - Date     Condition        Report By
 DG7160  HISTORY     - 1984     MONUMENTED       NOS
 DG7160  HISTORY     - 20010424 GOOD             NOS
 DG7160  HISTORY     - 20131003 MARK NOT FOUND   FL-021
 DG7160
 DG7160                          STATION DESCRIPTION
 DG7160
 DG7160'DESCRIBED BY NATIONAL OCEAN SERVICE 2001 (KLD)
 DG7160'IN NAPLES, AT THE NW CORNER OF 3RD STREET SOUTH AND 11TH AVENUE SOUTH,
 DG7160'THE BENCH MARJ IS 141.0 M (462.6 FT) NORTH OF THE CENTERLINE
 DG7160'INTERSECTION OF BROAD AVENUE AND 3RD STREET SOUTH, 134 M (439.6 FT)
 DG7160'EAST OF THE CENTERLINE INTERSECTION OF GORDON DRIVE AND 11TH AVENUE
 DG7160'SOUTH, 25 M (82.0 FT) ESE OF THE SE CORNER OF THE SOUTH BEACH CLUB
 DG7160'APARTMENT BUILDING, 12.45 M (40.85 FT) SOUTH OF THE CENTERLINE OF 11TH
 DG7160'AVE S., 7.30 M (23.95 FT ) WEST OF THE CENTERLINE OF 3RD ST., 1.35 M
 DG7160'(4.43 FT) NORTH OF A PALMTREE, 0.73 M (2.40 FT) EAST OF THE EAST EDGE
 DG7160'OF THE SIDEWALK, THE BENCH MARK IS 9 CM BELOW GROUND LEVEL, CRIMPED TO
 DG7160'THE TOP OF A STAINLESS STEEL ROD DRIVEN 19.5 M (64.0 FT) TO REFUSAL,
 DG7160'AND ENCASED IN A 4-INCH PVC PIPE AND CONCRETE KICKBLOCK.
 DG7160
 DG7160                          STATION RECOVERY (2013)
 DG7160
 DG7160'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DG7160'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3779 ***********************************************************************
 DN3779  DESIGNATION -  872 5110 F
 DN3779  PID         -  DN3779
 DN3779  STATE/COUNTY-  FL/COLLIER
 DN3779  COUNTRY     -  US
 DN3779  USGS QUAD   -  NAPLES NORTH (2018)
 DN3779
 DN3779                         *CURRENT SURVEY CONTROL
 DN3779  ______________________________________________________________________
 DN3779* NAD 83(1986) POSITION- 26 08 06.0    (N) 081 48 23.1    (W)   HD_HELD2
 DN3779* NAVD 88 ORTHO HEIGHT -     2.489 (meters)        8.17  (feet) ADJUSTED
 DN3779  ______________________________________________________________________
 DN3779  GEOID HEIGHT    -        -23.441 (meters)                     GEOID18
 DN3779  DYNAMIC HEIGHT  -          2.485 (meters)        8.15  (feet) COMP
 DN3779  MODELED GRAVITY -    979,046.8   (mgal)                       NAVD 88
 DN3779
 DN3779  VERT ORDER      -  FIRST     CLASS II
 DN3779
 DN3779.The horizontal coordinates were established by autonomous hand held GPS
 DN3779.observations and have an estimated accuracy of +/- 10 meters.
 DN3779
 DN3779.The orthometric height was determined by differential leveling and
 DN3779.adjusted by the NATIONAL GEODETIC SURVEY
 DN3779.in May 2013.
 DN3779
 DN3779.No vertical observational check was made to the station.
 DN3779
 DN3779.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3779.GEOID18 height accuracy estimate available here.
 DN3779
 DN3779.Click photographs - Photos may exist for this station.
 DN3779
 DN3779.The dynamic height is computed by dividing the NAVD 88
 DN3779.geopotential number by the normal gravity value computed on the
 DN3779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3779.degrees latitude (g = 980.6199 gals.).
 DN3779
 DN3779.The modeled gravity was interpolated from observed gravity values.
 DN3779
 DN3779;                    North         East    Units  Estimated Accuracy
 DN3779;SPC FL E     -   199,820.      119,359.      MT  (+/- 10 meters HH2 GPS)
 DN3779
 DN3779_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1938690884(NAD 83)
 DN3779
 DN3779                          SUPERSEDED SURVEY CONTROL
 DN3779
 DN3779.No superseded survey control is available for this station.
 DN3779
 DN3779_MARKER: DD = SURVEY DISK
 DN3779_SETTING: 66 = SET IN ROCK OUTCROP
 DN3779_STAMPING: 5110 F 2008
 DN3779_MARK LOGO: FLDEP
 DN3779_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DN3779+STABILITY: POSITION/ELEVATION WELL
 DN3779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3779+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2018
 DN3779
 DN3779  HISTORY     - Date     Condition        Report By
 DN3779  HISTORY     - 20080628 MONUMENTED       FLDEP
 DN3779  HISTORY     - 20080628 GOOD             FLDEP
 DN3779  HISTORY     - 20130731 GOOD             FL-021
 DN3779  HISTORY     - 20181015 GOOD             FL-021
 DN3779
 DN3779                          STATION DESCRIPTION
 DN3779
 DN3779'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3779'THE MARK IS ABOUT 12.2 MI (19.6 KM) NORTH-NORTHWEST OF MARCO, 8.9 MI
 DN3779'(14.3 KM) NORTHWEST OF BELLE MEADE, 0.8 MI (1.3 KM) WEST-SOUTHWEST OF
 DN3779'NAPLES, IN SECTION 9, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DN3779'
 DN3779'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 31
 DN3779'(AIRPORT-PULLING ROAD) AND U.S. HIGHWAY 41 (FIFTH AVENUE SOUTH) IN
 DN3779'NAPLES, GO WEST ON U.S. HIGHWAY 41 (FIFTH AVENUE SOUTH) FOR 2.1 MI
 DN3779'(3.4 KM) TO A 90 DEGREE TURN NORTH.  CONTINUE WEST ON FIFTH AVENUE FOR
 DN3779'0.65 MI (1.0 KM) TO THE INTERSECTION OF GULF SHORE BOULEVARD.  TURN
 DN3779'LEFT ON GULF SHORE BOULEVARD AND GO SOUTH FOR 0.35 MI (0.6 KM) TO THE
 DN3779'INTERSECTION OF 10TH AVENUE SOUTH.  TURN RIGHT ON 10TH AVENUE SOUTH
 DN3779'AND GO WEST FOR 0.05 MI (0.1 KM) TO THE END OF THE PAVEMENT AND THE
 DN3779'MARK STRAIGHT AHEAD, SET IN THE TOP OF A ROCK THAT THE EXPOSED PORTION
 DN3779'IS ABOUT 4.0 FT (1.2 M) BY 6.0 FT (1.8 M) WITH THE HIGH POINT
 DN3779'PROJECTING 1.5 FT (0.5 M) ABOVE THE LEVEL OF THE GROUND AND 10TH
 DN3779'AVENUE SOUTH.
 DN3779'
 DN3779'LOCATED 24.4 FT (7.4 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE END
 DN3779'OF 10TH AVENUE SOUTH AND THE PARKING LOT, 7.7 FT (2.3 M) WEST OF THE
 DN3779'WEST SIDE OF THE END OF 10TH AVENUE SOUTH, 6.5 FT (2.0 M) NORTH OF THE
 DN3779'NORTHEAST CORNER OF THE WOODEN ACCESS WALKWAY TO THE BEACH, 5.7 FT
 DN3779'(1.7 M) NORTHEAST OF A WOODEN POWER POLE WITH ONE GUY WIRE AND ONE
 DN3779'LIGHT ATTACHED, 5.5 FT (1.7 M) NORTHEAST OF A CARSONITE WITNESS POST
 DN3779'AND 5.0 FT (1.5 M) SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE
 DN3779'FOUNDATION FOR A WATER SHOWER.
 DN3779
 DN3779                          STATION RECOVERY (2008)
 DN3779
 DN3779'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008
 DN3779'THE MARK IS ABOUT 12.2 MI (19.6 KM) NORTH-NORTHWEST OF MARCO, 8.9 MI
 DN3779'(14.3 KM) NORTHWEST OF BELLE MEADE, 0.8 MI (1.3 KM) WEST-SOUTHWEST OF
 DN3779'NAPLES, IN SECTION 9, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DN3779'
 DN3779'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 31
 DN3779'(AIRPORT-PULLING ROAD) AND U.S. HIGHWAY 41 (FIFTH AVENUE SOUTH) IN
 DN3779'NAPLES, GO WEST ON U.S. HIGHWAY 41 (FIFTH AVENUE SOUTH) FOR 2.1 MI
 DN3779'(3.4 KM) TO A 90 DEGREE TURN NORTH.  CONTINUE WEST ON FIFTH AVENUE FOR
 DN3779'0.65 MI (1.0 KM) TO THE INTERSECTION OF GULF SHORE BOULEVARD.  TURN
 DN3779'LEFT ON GULF SHORE BOULEVARD AND GO SOUTH FOR 0.35 MI (0.6 KM) TO THE
 DN3779'INTERSECTION OF 10TH AVENUE SOUTH.  TURN RIGHT ON 10TH AVENUE SOUTH
 DN3779'AND GO WEST FOR 0.05 MI (0.1 KM) TO THE END OF THE PAVEMENT AND THE
 DN3779'MARK STRAIGHT AHEAD, SET IN THE TOP OF A ROCK THAT THE EXPOSED PORTION
 DN3779'IS ABOUT 4.0 FT (1.2 M) BY 6.0 FT (1.8 M) WITH THE HIGH POINT
 DN3779'PROJECTING 1.5 FT (0.5 M) ABOVE THE LEVEL OF THE GROUND AND 10TH
 DN3779'AVENUE SOUTH.
 DN3779'
 DN3779'LOCATED 24.4 FT (7.4 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE END
 DN3779'OF 10TH AVENUE SOUTH AND THE PARKING LOT, 7.7 FT (2.3 M) WEST OF THE
 DN3779'WEST SIDE OF THE END OF 10TH AVENUE SOUTH, 6.5 FT (2.0 M) NORTH OF THE
 DN3779'NORTHEAST CORNER OF THE WOODEN ACCESS WALKWAY TO THE BEACH, 5.7 FT
 DN3779'(1.7 M) NORTHEAST OF A WOODEN POWER POLE WITH ONE GUY WIRE AND ONE
 DN3779'LIGHT ATTACHED, 5.5 FT (1.7 M) NORTHEAST OF A CARSONITE WITNESS POST
 DN3779'AND 5.0 FT (1.5 M) SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE
 DN3779'FOUNDATION FOR A WATER SHOWER.
 DN3779
 DN3779                          STATION RECOVERY (2013)
 DN3779
 DN3779'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3779'RECOVERED IN GOOD CONDITION.
 DN3779
 DN3779                          STATION RECOVERY (2018)
 DN3779
 DN3779'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2018 (CLC)
 DN3779'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3778 ***********************************************************************
 DN3778  DESIGNATION -  872 5110 G
 DN3778  PID         -  DN3778
 DN3778  STATE/COUNTY-  FL/COLLIER
 DN3778  COUNTRY     -  US
 DN3778  USGS QUAD   -  NAPLES NORTH (2018)
 DN3778
 DN3778                         *CURRENT SURVEY CONTROL
 DN3778  ______________________________________________________________________
 DN3778* NAD 83(2011) POSITION- 26 07 58.69588(N) 081 48 11.91104(W)   ADJUSTED
 DN3778* NAD 83(2011) ELLIP HT-   -21.500 (meters)        (10/28/19)   ADJUSTED
 DN3778* NAD 83(2011) EPOCH   -  2010.00
 DN3778* NAVD 88 ORTHO HEIGHT -     1.956 (meters)        6.42  (feet) ADJUSTED
 DN3778  ______________________________________________________________________
 DN3778  GEOID HEIGHT    -        -23.441 (meters)                     GEOID18
 DN3778  NAD 83(2011) X  -    816,912.031 (meters)                     COMP
 DN3778  NAD 83(2011) Y  - -5,671,296.605 (meters)                     COMP
 DN3778  NAD 83(2011) Z  -  2,792,285.766 (meters)                     COMP
 DN3778  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 DN3778  DYNAMIC HEIGHT  -          1.952 (meters)        6.40  (feet) COMP
 DN3778  MODELED GRAVITY -    979,046.7   (mgal)                       NAVD 88
 DN3778
 DN3778  VERT ORDER      -  FIRST     CLASS II
 DN3778
 DN3778  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN3778  Standards:
 DN3778         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN3778            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN3778  -------------------------------------------------------------------
 DN3778  NETWORK    0.58   1.20           0.24   0.23   0.61     -0.06896877
 DN3778  -------------------------------------------------------------------
 DN3778  Click here for local accuracies and other accuracy information.
 DN3778
 DN3778.The horizontal coordinates were established by GPS observations
 DN3778.and adjusted by the National Geodetic Survey in October 2019.
 DN3778
 DN3778.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN3778.been affixed to the stable North American tectonic plate. See 
 DN3778.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DN3778
 DN3778.The horizontal coordinates are valid at the epoch date displayed above
 DN3778.which is a decimal equivalence of Year/Month/Day.
 DN3778
 DN3778.The orthometric height was determined by differential leveling and
 DN3778.adjusted by the NATIONAL GEODETIC SURVEY
 DN3778.in May 2013.
 DN3778
 DN3778.No vertical observational check was made to the station.
 DN3778
 DN3778.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3778.GEOID18 height accuracy estimate available here.
 DN3778
 DN3778.Click photographs - Photos may exist for this station.
 DN3778
 DN3778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DN3778
 DN3778.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN3778
 DN3778.The ellipsoidal height was determined by GPS observations
 DN3778.and is referenced to NAD 83.
 DN3778
 DN3778.The dynamic height is computed by dividing the NAVD 88
 DN3778.geopotential number by the normal gravity value computed on the
 DN3778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3778.degrees latitude (g = 980.6199 gals.).
 DN3778
 DN3778.The modeled gravity was interpolated from observed gravity values.
 DN3778
 DN3778. The following values were computed from the NAD 83(2011) position.
 DN3778
 DN3778;                    North         East     Units Scale Factor Converg.
 DN3778;SPC FL E     -   199,593.764   119,668.438   MT  1.00002082   -0 21 13.8
 DN3778;SPC FL E     -   654,833.87    392,612.20   sFT  1.00002082   -0 21 13.8
 DN3778;UTM  17      - 2,890,657.645   419,695.847   MT  0.99967962   -0 21 13.8
 DN3778
 DN3778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN3778!SPC FL E     -   1.00000338  x   1.00002082  =   1.00002420
 DN3778!UTM  17      -   1.00000338  x   0.99967962  =   0.99968300
 DN3778
 DN3778_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1969590657(NAD 83)
 DN3778
 DN3778                          SUPERSEDED SURVEY CONTROL
 DN3778
 DN3778.No superseded survey control is available for this station.
 DN3778
 DN3778_MARKER: DD = SURVEY DISK
 DN3778_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN3778_SP_SET: DRAIN
 DN3778_STAMPING: 5110 G 2008
 DN3778_MARK LOGO: FLDEP
 DN3778_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3778_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN3778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3778+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DN3778
 DN3778  HISTORY     - Date     Condition        Report By
 DN3778  HISTORY     - 20080628 MONUMENTED       FLDEP
 DN3778  HISTORY     - 20080628 GOOD             FLDEP
 DN3778  HISTORY     - 20140101 GOOD             FLDEP
 DN3778
 DN3778                          STATION DESCRIPTION
 DN3778
 DN3778'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3778'THE MARK IS ABOUT 12.0 MI (19.3 KM) NORTH-NORTHWEST OF MARCO, 8.6 MI
 DN3778'(13.8 KM) NORTHWEST OF BELLE MEADE, 0.8 MI (1.3 KM) SOUTHWEST OF
 DN3778'NAPLES, IN SECTION 9, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DN3778'
 DN3778'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 31
 DN3778'(AIRPORT-PULLING ROAD) AND U.S. HIGHWAY 41 (FIFTH AVENUE SOUTH) IN
 DN3778'NAPLES, GO WEST ON U.S. HIGHWAY 41 (FIFTH AVENUE SOUTH) FOR 2.1 MI
 DN3778'(3.4 KM) TO A 90 DEGREE TURN NORTH.  CONTINUE WEST ON FIFTH AVENUE FOR
 DN3778'0.55 MI (0.9 KM) TO THE INTERSECTION OF GORDON DRIVE (SECOND STREET
 DN3778'SOUTH).  TURN LEFT ON GORDON DRIVE (SECOND STREET SOUTH) AND GO SOUTH
 DN3778'FOR 0.55 MI (0.9 KM) TO THE INTERSECTION OF BROAD AVENUE SOUTH AND THE
 DN3778'MARK ON THE LEFT, SET FLUSH IN THE TOP OF A 4.5 FT (1.4 M) BY 7.5 FT
 DN3778'(2.3 M) CONCRETE DRAIN AND ABOUT LEVEL WITH GORDON DRIVE (SECOND
 DN3778'STREET SOUTH).
 DN3778'
 DN3778'LOCATED 37.0 FT (11.3 M) SOUTH OF THE CENTERLINE OF BROAD AVENUE
 DN3778'SOUTH, 33.3 FT (10.1 M) EAST OF THE CENTERLINE OF GORDON DRIVE (SECOND
 DN3778'STREET SOUTH), 7.4 FT (2.3 M) NORTH OF THE NORTH SIDE OF A SIDE WALK,
 DN3778'4.0 FT (1.2 M) EAST OF THE EAST SIDE OF A SIDE WALK, 3.8 FT (1.2 M)
 DN3778'NORTH OF THE SOUTHWEST CORNER OF THE DRAIN AND 3.6 FT (1.1 M) SOUTH OF
 DN3778'THE NORTHWEST CORNER OF THE DRAIN.
 DN3778
 DN3778                          STATION RECOVERY (2008)
 DN3778
 DN3778'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008
 DN3778'THE MARK IS ABOUT 12.0 MI (19.3 KM) NORTH-NORTHWEST OF MARCO, 8.6 MI
 DN3778'(13.8 KM) NORTHWEST OF BELLE MEADE, 0.8 MI (1.3 KM) SOUTHWEST OF
 DN3778'NAPLES, IN SECTION 9, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DN3778'
 DN3778'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 31
 DN3778'(AIRPORT-PULLING ROAD) AND U.S. HIGHWAY 41 (FIFTH AVENUE SOUTH) IN
 DN3778'NAPLES, GO WEST ON U.S. HIGHWAY 41 (FIFTH AVENUE SOUTH) FOR 2.1 MI
 DN3778'(3.4 KM) TO A 90 DEGREE TURN NORTH.  CONTINUE WEST ON FIFTH AVENUE FOR
 DN3778'0.55 MI (0.9 KM) TO THE INTERSECTION OF GORDON DRIVE (SECOND STREET
 DN3778'SOUTH).  TURN LEFT ON GORDON DRIVE (SECOND STREET SOUTH) AND GO SOUTH
 DN3778'FOR 0.55 MI (0.9 KM) TO THE INTERSECTION OF BROAD AVENUE SOUTH AND THE
 DN3778'MARK ON THE LEFT, SET FLUSH IN THE TOP OF A 4.5 FT (1.4 M) BY 7.5 FT
 DN3778'(2.3 M) CONCRETE DRAIN AND ABOUT LEVEL WITH GORDON DRIVE (SECOND
 DN3778'STREET SOUTH).
 DN3778'
 DN3778'LOCATED 37.0 FT (11.3 M) SOUTH OF THE CENTERLINE OF BROAD AVENUE
 DN3778'SOUTH, 33.3 FT (10.1 M) EAST OF THE CENTERLINE OF GORDON DRIVE (SECOND
 DN3778'STREET SOUTH), 7.4 FT (2.3 M) NORTH OF THE NORTH SIDE OF A SIDE WALK,
 DN3778'4.0 FT (1.2 M) EAST OF THE EAST SIDE OF A SIDE WALK, 3.8 FT (1.2 M)
 DN3778'NORTH OF THE SOUTHWEST CORNER OF THE DRAIN AND 3.6 FT (1.1 M) SOUTH OF
 DN3778'THE NORTHWEST CORNER OF THE DRAIN.
 DN3778
 DN3778                          STATION RECOVERY (2014)
 DN3778
 DN3778'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (DBP)
 DN3778'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3780 ***********************************************************************
 DN3780  DESIGNATION -  872 5110 H
 DN3780  PID         -  DN3780
 DN3780  STATE/COUNTY-  FL/COLLIER
 DN3780  COUNTRY     -  US
 DN3780  USGS QUAD   -  NAPLES NORTH (2018)
 DN3780
 DN3780                         *CURRENT SURVEY CONTROL
 DN3780  ______________________________________________________________________
 DN3780* NAD 83(1986) POSITION- 26 07 57.9    (N) 081 48 21.7    (W)   HD_HELD2
 DN3780* NAVD 88 ORTHO HEIGHT -     2.438 (meters)        8.00  (feet) ADJUSTED
 DN3780  ______________________________________________________________________
 DN3780  GEOID HEIGHT    -        -23.437 (meters)                     GEOID18
 DN3780  DYNAMIC HEIGHT  -          2.434 (meters)        7.99  (feet) COMP
 DN3780  MODELED GRAVITY -    979,046.7   (mgal)                       NAVD 88
 DN3780
 DN3780  VERT ORDER      -  FIRST     CLASS II
 DN3780
 DN3780.The horizontal coordinates were established by autonomous hand held GPS
 DN3780.observations and have an estimated accuracy of +/- 10 meters.
 DN3780
 DN3780.The orthometric height was determined by differential leveling and
 DN3780.adjusted by the NATIONAL GEODETIC SURVEY
 DN3780.in May 2013.
 DN3780
 DN3780.No vertical observational check was made to the station.
 DN3780
 DN3780.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3780.GEOID18 height accuracy estimate available here.
 DN3780
 DN3780.Click photographs - Photos may exist for this station.
 DN3780
 DN3780.The dynamic height is computed by dividing the NAVD 88
 DN3780.geopotential number by the normal gravity value computed on the
 DN3780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3780.degrees latitude (g = 980.6199 gals.).
 DN3780
 DN3780.The modeled gravity was interpolated from observed gravity values.
 DN3780
 DN3780;                    North         East    Units  Estimated Accuracy
 DN3780;SPC FL E     -   199,571.      119,396.      MT  (+/- 10 meters HH2 GPS)
 DN3780
 DN3780_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1942390634(NAD 83)
 DN3780
 DN3780                          SUPERSEDED SURVEY CONTROL
 DN3780
 DN3780.No superseded survey control is available for this station.
 DN3780
 DN3780_MARKER: F = FLANGE-ENCASED ROD
 DN3780_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN3780_STAMPING: 5110 H 2008
 DN3780_MARK LOGO: NGS
 DN3780_PROJECTION: RECESSED 5 CENTIMETERS
 DN3780_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3780_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3780_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN3780+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2013
 DN3780_ROD/PIPE-DEPTH: 25.3 meters
 DN3780
 DN3780  HISTORY     - Date     Condition        Report By
 DN3780  HISTORY     - 20080628 MONUMENTED       FLDEP
 DN3780  HISTORY     - 20080628 GOOD             FLDEP
 DN3780  HISTORY     - 20130731 GOOD             FL-021
 DN3780
 DN3780                          STATION DESCRIPTION
 DN3780
 DN3780'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3780'THE MARK IS ABOUT 12.0 MI (19.3 KM) NORTH-NORTHWEST OF MARCO, 8.8 MI
 DN3780'(14.2 KM) NORTHWEST OF BELLE MEADE, 0.9 MI (1.4 KM) SOUTHWEST OF
 DN3780'NAPLES, IN SECTION 9, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DN3780'
 DN3780'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 31 AND U.S.
 DN3780'HIGHWAY 41 (FIFTH AVENUE SOUTH) IN NAPLES, GO WEST ON U.S. HIGHWAY 41
 DN3780'(FIFTH AVENUE SOUTH) FOR 2.1 MI (3.4 KM) TO A 90 DEGREE TURN NORTH.
 DN3780'CONTINUE WEST ON FIFTH AVENUE FOR 0.65 MI (1.0 KM) TO THE INTERSECTION
 DN3780'OF GULF SHORE BOULEVARD.  TURN LEFT ON GULF SHORE BOULEVARD AND GO
 DN3780'SOUTH FOR 0.55 MI (0.9 KM) TO THE INTERSECTION OF BROAD AVENUE SOUTH.
 DN3780'TURN RIGHT ON BROAD AVENUE SOUTH AND GO WEST FOR 0.05 MI (0.1 KM) TO
 DN3780'THE END OF THE PAVEMENT AND THE MARK STRAIGHT AHEAD, A STAINLESS STEEL
 DN3780'ROD DRIVEN TO REFUSAL AT A DEPTH OF 83.0 FT (25.3 M) WITH A NATIONAL
 DN3780'GEODETIC SURVEY LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DN3780'GROUND AND ABOUT LEVEL WITH BROAD AVENUE SOUTH, THE DATUM POINT IS
 DN3780'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY
 DN3780'LOGO CAP.
 DN3780'
 DN3780'LOCATED 40.1 FT (12.2 M) NORTHWEST OF THE SOUTHWEST CORNER OF THE END
 DN3780'OF THE PAVEMENT OF BROAD AVENUE SOUTH AND THE PARKING LOT, 40.0 FT
 DN3780'(12.2 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE END OF THE PAVEMENT
 DN3780'OF BROAD AVENUE SOUTH AND THE PARKING LOT, 10.7 FT (3.3 M) NORTH OF
 DN3780'THE NORTH SIDE OF THE WOODEN ACCESS WALKWAY TO THE BEACH, 2.0 FT (0.6
 DN3780'M) EAST OF THE WOODEN RAIL FENCE AND 1.6 FT (0.5 M) EAST OF A
 DN3780'CARSONITE WITNESS POST.
 DN3780'
 DN3780'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DN3780'CAP.
 DN3780'
 DN3780'NOTE ACCESS TO THE DATUM POINT IS HAD THOUGHT A 5-INCH (13 CM)
 DN3780'NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3780
 DN3780                          STATION RECOVERY (2008)
 DN3780
 DN3780'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008
 DN3780'THE MARK IS ABOUT 12.0 MI (19.3 KM) NORTH-NORTHWEST OF MARCO, 8.8 MI
 DN3780'(14.2 KM) NORTHWEST OF BELLE MEADE, 0.9 MI (1.4 KM) SOUTHWEST OF
 DN3780'NAPLES, IN SECTION 9, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DN3780'
 DN3780'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 31 AND U.S.
 DN3780'HIGHWAY 41 (FIFTH AVENUE SOUTH) IN NAPLES, GO WEST ON U.S. HIGHWAY 41
 DN3780'(FIFTH AVENUE SOUTH) FOR 2.1 MI (3.4 KM) TO A 90 DEGREE TURN NORTH.
 DN3780'CONTINUE WEST ON FIFTH AVENUE FOR 0.65 MI (1.0 KM) TO THE INTERSECTION
 DN3780'OF GULF SHORE BOULEVARD.  TURN LEFT ON GULF SHORE BOULEVARD AND GO
 DN3780'SOUTH FOR 0.55 MI (0.9 KM) TO THE INTERSECTION OF BROAD AVENUE SOUTH.
 DN3780'TURN RIGHT ON BROAD AVENUE SOUTH AND GO WEST FOR 0.05 MI (0.1 KM) TO
 DN3780'THE END OF THE PAVEMENT AND THE MARK STRAIGHT AHEAD, A STAINLESS STEEL
 DN3780'ROD DRIVEN TO REFUSAL AT A DEPTH OF 83.0 FT (25.3 M) WITH A NATIONAL
 DN3780'GEODETIC SURVEY LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DN3780'GROUND AND ABOUT LEVEL WITH BROAD AVENUE SOUTH, THE DATUM POINT IS
 DN3780'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY
 DN3780'LOGO CAP.
 DN3780'
 DN3780'LOCATED 40.1 FT (12.2 M) NORTHWEST OF THE SOUTHWEST CORNER OF THE END
 DN3780'OF THE PAVEMENT OF BROAD AVENUE SOUTH AND THE PARKING LOT, 40.0 FT
 DN3780'(12.2 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE END OF THE PAVEMENT
 DN3780'OF BROAD AVENUE SOUTH AND THE PARKING LOT, 10.7 FT (3.3 M) NORTH OF
 DN3780'THE NORTH SIDE OF THE WOODEN ACCESS WALKWAY TO THE BEACH, 2.0 FT (0.6
 DN3780'M) EAST OF THE WOODEN RAIL FENCE AND 1.6 FT (0.5 M) EAST OF A
 DN3780'CARSONITE WITNESS POST.
 DN3780'
 DN3780'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DN3780'CAP.
 DN3780'
 DN3780'NOTE ACCESS TO THE DATUM POINT IS HAD THOUGHT A 5-INCH (13 CM)
 DN3780'NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3780
 DN3780                          STATION RECOVERY (2013)
 DN3780
 DN3780'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3780'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3777 ***********************************************************************
 DN3777  TIDAL BM    -  This is a Tidal Bench Mark.
 DN3777  DESIGNATION -  872 5110 J
 DN3777  PID         -  DN3777
 DN3777  STATE/COUNTY-  FL/COLLIER
 DN3777  COUNTRY     -  US
 DN3777  USGS QUAD   -  NAPLES NORTH (2018)
 DN3777
 DN3777                         *CURRENT SURVEY CONTROL
 DN3777  ______________________________________________________________________
 DN3777* NAD 83(1986) POSITION- 26 07 50.0    (N) 081 48 20.3    (W)   HD_HELD2
 DN3777* NAVD 88 ORTHO HEIGHT -     2.278 (meters)        7.47  (feet) ADJUSTED
 DN3777  ______________________________________________________________________
 DN3777  GEOID HEIGHT    -        -23.433 (meters)                     GEOID18
 DN3777  DYNAMIC HEIGHT  -          2.274 (meters)        7.46  (feet) COMP
 DN3777  MODELED GRAVITY -    979,046.7   (mgal)                       NAVD 88
 DN3777
 DN3777  VERT ORDER      -  FIRST     CLASS II
 DN3777
 DN3777.The horizontal coordinates were established by autonomous hand held GPS
 DN3777.observations and have an estimated accuracy of +/- 10 meters.
 DN3777
 DN3777.The orthometric height was determined by differential leveling and
 DN3777.adjusted by the NATIONAL GEODETIC SURVEY
 DN3777.in May 2013.
 DN3777
 DN3777.No vertical observational check was made to the station.
 DN3777
 DN3777.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3777.GEOID18 height accuracy estimate available here.
 DN3777
 DN3777.This Tidal Bench Mark is designated as VM 21325
 DN3777.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DN3777
 DN3777.Click photographs - Photos may exist for this station.
 DN3777
 DN3777.The dynamic height is computed by dividing the NAVD 88
 DN3777.geopotential number by the normal gravity value computed on the
 DN3777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3777.degrees latitude (g = 980.6199 gals.).
 DN3777
 DN3777.The modeled gravity was interpolated from observed gravity values.
 DN3777
 DN3777;                    North         East    Units  Estimated Accuracy
 DN3777;SPC FL E     -   199,328.      119,434.      MT  (+/- 10 meters HH2 GPS)
 DN3777
 DN3777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1946190391(NAD 83)
 DN3777
 DN3777                          SUPERSEDED SURVEY CONTROL
 DN3777
 DN3777.No superseded survey control is available for this station.
 DN3777
 DN3777_MARKER: F = FLANGE-ENCASED ROD
 DN3777_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN3777_STAMPING: 5110 J 2008
 DN3777_MARK LOGO: NGS
 DN3777_PROJECTION: RECESSED 5 CENTIMETERS
 DN3777_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3777+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2013
 DN3777_ROD/PIPE-DEPTH: 19.4 meters
 DN3777
 DN3777  HISTORY     - Date     Condition        Report By
 DN3777  HISTORY     - 20080628 MONUMENTED       FLDEP
 DN3777  HISTORY     - 20080628 GOOD             FLDEP
 DN3777  HISTORY     - 20130731 GOOD             FL-021
 DN3777
 DN3777                          STATION DESCRIPTION
 DN3777
 DN3777'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3777'THE MARK IS ABOUT 11.9 MI (19.1 KM) NORTH-NORTHWEST OF MARCO, 8.6 MI
 DN3777'(13.8 KM) NORTHWEST OF BELLE MEADE, 1.0 MI (1.6 KM) SOUTHWEST OF
 DN3777'NAPLES, IN SECTION 9, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DN3777'
 DN3777'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 31
 DN3777'(AIRPORT-PULLING ROAD) AND U.S. HIGHWAY 41 (FIFTH AVENUE SOUTH) IN
 DN3777'NAPLES, GO WEST ON U.S. HIGHWAY 41 (FIFTH AVENUE SOUTH) FOR 2.1 MI
 DN3777'(3.4 KM) TO A 90 DEGREE TURN NORTH.  CONTINUE WEST ON FIFTH AVENUE FOR
 DN3777'0.65 MI (1.0 KM) TO THE INTERSECTION OF GULF SHORE BOULEVARD.  TURN
 DN3777'LEFT ON GULF SHORE BOULEVARD AND GO SOUTH FOR 0.7 MI (1.1 KM) TO THE
 DN3777'INTERSECTION OF 13TH AVENUE SOUTH.  TURN RIGHT ON 13TH AVENUE SOUTH
 DN3777'AND GO WEST FOR 0.05 MI (0.1 KM) TO THE END OF THE PAVEMENT AND THE
 DN3777'MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DN3777'OF 63.5 FT (19.4 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP RECESSED
 DN3777'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.7 FT (21 CM)
 DN3777'ABOVE THE LEVEL OF 13TH AVENUE SOUTH, THE DATUM POINT IS RECESSED 0.3
 DN3777'FT (9 CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3777'
 DN3777'LOCATED 63.0 FT (19.2 M) SOUTHEAST OF THE EAST END OF A WOODEN WALKWAY
 DN3777'FOR ACCESS TO THE BEACH, 39.3 FT (12.0 M) EAST OF THE SOUTHWEST CORNER
 DN3777'OF THE END OF THE PAVEMENT OF 13TH AVENUE SOUTH AND A PARKING LOT,
 DN3777'34.0 FT (10.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF 13TH AVENUE
 DN3777'SOUTH, 7.0 FT (2.1 M) NORTH OF A 6.0 FT (1.8 M) TALL BLOCK WALL, 4.0
 DN3777'FT (1.2 M) SOUTH OF THE SOUTH EDGE OF 13TH AVENUE SOUTH AND 1.7 FT
 DN3777'(0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DN3777'
 DN3777'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DN3777'CAP.
 DN3777'
 DN3777'NOTE ACCESS TO THE DATUM POINT IS HAD THOUGHT A 5-INCH (13 CM)
 DN3777'NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3777
 DN3777                          STATION RECOVERY (2008)
 DN3777
 DN3777'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008
 DN3777'THE MARK IS ABOUT 11.9 MI (19.1 KM) NORTH-NORTHWEST OF MARCO, 8.6 MI
 DN3777'(13.8 KM) NORTHWEST OF BELLE MEADE, 1.0 MI (1.6 KM) SOUTHWEST OF
 DN3777'NAPLES, IN SECTION 9, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DN3777'
 DN3777'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 31
 DN3777'(AIRPORT-PULLING ROAD) AND U.S. HIGHWAY 41 (FIFTH AVENUE SOUTH) IN
 DN3777'NAPLES, GO WEST ON U.S. HIGHWAY 41 (FIFTH AVENUE SOUTH) FOR 2.1 MI
 DN3777'(3.4 KM) TO A 90 DEGREE TURN NORTH.  CONTINUE WEST ON FIFTH AVENUE FOR
 DN3777'0.65 MI (1.0 KM) TO THE INTERSECTION OF GULF SHORE BOULEVARD.  TURN
 DN3777'LEFT ON GULF SHORE BOULEVARD AND GO SOUTH FOR 0.7 MI (1.1 KM) TO THE
 DN3777'INTERSECTION OF 13TH AVENUE SOUTH.  TURN RIGHT ON 13TH AVENUE SOUTH
 DN3777'AND GO WEST FOR 0.05 MI (0.1 KM) TO THE END OF THE PAVEMENT AND THE
 DN3777'MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DN3777'OF 63.5 FT (19.4 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP RECESSED
 DN3777'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.7 FT (21 CM)
 DN3777'ABOVE THE LEVEL OF 13TH AVENUE SOUTH, THE DATUM POINT IS RECESSED 0.3
 DN3777'FT (9 CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3777'
 DN3777'LOCATED 63.0 FT (19.2 M) SOUTHEAST OF THE EAST END OF A WOODEN WALKWAY
 DN3777'FOR ACCESS TO THE BEACH, 39.3 FT (12.0 M) EAST OF THE SOUTHWEST CORNER
 DN3777'OF THE END OF THE PAVEMENT OF 13TH AVENUE SOUTH AND A PARKING LOT,
 DN3777'34.0 FT (10.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF 13TH AVENUE
 DN3777'SOUTH, 7.0 FT (2.1 M) NORTH OF A 6.0 FT (1.8 M) TALL BLOCK WALL, 4.0
 DN3777'FT (1.2 M) SOUTH OF THE SOUTH EDGE OF 13TH AVENUE SOUTH AND 1.7 FT
 DN3777'(0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DN3777'
 DN3777'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DN3777'CAP.
 DN3777'
 DN3777'NOTE ACCESS TO THE DATUM POINT IS HAD THOUGHT A 5-INCH (13 CM)
 DN3777'NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3777
 DN3777                          STATION RECOVERY (2013)
 DN3777
 DN3777'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3777'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3782 ***********************************************************************
 DN3782  DESIGNATION -  872 5110 K
 DN3782  PID         -  DN3782
 DN3782  STATE/COUNTY-  FL/COLLIER
 DN3782  COUNTRY     -  US
 DN3782  USGS QUAD   -  NAPLES NORTH (2018)
 DN3782
 DN3782                         *CURRENT SURVEY CONTROL
 DN3782  ______________________________________________________________________
 DN3782* NAD 83(1986) POSITION- 26 08 29.6    (N) 081 48 26.0    (W)   HD_HELD2
 DN3782* NAVD 88 ORTHO HEIGHT -     2.179 (meters)        7.15  (feet) ADJUSTED
 DN3782  ______________________________________________________________________
 DN3782  GEOID HEIGHT    -        -23.453 (meters)                     GEOID18
 DN3782  DYNAMIC HEIGHT  -          2.175 (meters)        7.14  (feet) COMP
 DN3782  MODELED GRAVITY -    979,047.0   (mgal)                       NAVD 88
 DN3782
 DN3782  VERT ORDER      -  FIRST     CLASS II
 DN3782
 DN3782.The horizontal coordinates were established by autonomous hand held GPS
 DN3782.observations and have an estimated accuracy of +/- 10 meters.
 DN3782
 DN3782.The orthometric height was determined by differential leveling and
 DN3782.adjusted by the NATIONAL GEODETIC SURVEY
 DN3782.in May 2013.
 DN3782
 DN3782.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3782.GEOID18 height accuracy estimate available here.
 DN3782
 DN3782.Click photographs - Photos may exist for this station.
 DN3782
 DN3782.The dynamic height is computed by dividing the NAVD 88
 DN3782.geopotential number by the normal gravity value computed on the
 DN3782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3782.degrees latitude (g = 980.6199 gals.).
 DN3782
 DN3782.The modeled gravity was interpolated from observed gravity values.
 DN3782
 DN3782;                    North         East    Units  Estimated Accuracy
 DN3782;SPC FL E     -   200,547.      119,283.      MT  (+/- 10 meters HH2 GPS)
 DN3782
 DN3782_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1931091610(NAD 83)
 DN3782
 DN3782                          SUPERSEDED SURVEY CONTROL
 DN3782
 DN3782.No superseded survey control is available for this station.
 DN3782
 DN3782_MARKER: DD = SURVEY DISK
 DN3782_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN3782_SP_SET: SIDEWALK
 DN3782_STAMPING: 5110 K 2008
 DN3782_MARK LOGO: FLDEP
 DN3782_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN3782_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN3782+SATELLITE: SATELLITE OBSERVATIONS - November 26, 2013
 DN3782
 DN3782  HISTORY     - Date     Condition        Report By
 DN3782  HISTORY     - 20080712 MONUMENTED       FLDEP
 DN3782  HISTORY     - 20080712 GOOD             FLDEP
 DN3782  HISTORY     - 20131126 GOOD             FL-021
 DN3782
 DN3782                          STATION DESCRIPTION
 DN3782
 DN3782'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3782'THE MARK IS ABOUT 12.6 MI (20.3 KM) NORTH-NORTHWEST OF MARCO, 9.2 MI
 DN3782'(14.8 KM) NORTHWEST OF BELLE MEADE, 0.8 MI (1.3 KM) WEST OF NAPLES, IN
 DN3782'SECTION 4, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DN3782'
 DN3782'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 31
 DN3782'(AIRPORT-PULLING ROAD) AND U.S. HIGHWAY 41 (FIFTH AVENUE SOUTH) IN
 DN3782'NAPLES, GO WEST ON U.S. HIGHWAY 41 (FIFTH AVENUE SOUTH) FOR 2.1 MI
 DN3782'(3.4 KM) TO A 90 DEGREE TURN NORTH.  CONTINUE WEST ON FIFTH AVENUE FOR
 DN3782'0.65 MI (1.0 KM) TO THE INTERSECTION OF GULF SHORE BOULEVARD.  TURN
 DN3782'RIGHT ON GULF SHORE BOULEVARD AND GO NORTH FOR 0.05 MI (0.1 KM) TO THE
 DN3782'INTERSECTION OF FOURTH AVENUE SOUTH.  TURN LEFT ON FOURTH AVENUE SOUTH
 DN3782'AND GO WEST FOR 0.05 MI (0.1 KM) TO THE END OF THE PAVEMENT AND THE
 DN3782'MARK STRAIGHT A HEAD, SET FLUSH IN THE TOP OF THE CONCRETE SECTION OF
 DN3782'THE BEACH ACCESS WALKWAY AND ABOUT LEVEL WITH FOURTH AVENUE SOUTH.
 DN3782'
 DN3782'LOCATED 15.0 FT (4.6 M) SOUTH OF THE EXTENDED CENTERLINE OF FOURTH
 DN3782'AVENUE, 6.8 FT (2.1 M) WEST OF THE WEST END OF THE PAVEMENT OF FOURTH
 DN3782'AVENUE AND THE PARKING LOT, 5.6 FT (1.7 M) NORTHWEST OF A HANDICAP
 DN3782'SIGN AND 0.5 FT (15 CM) EAST OF THE WEST END OF THE CONCRETE SECTION
 DN3782'OF THE BEACH ACCESS WALKWAY.
 DN3782
 DN3782                          STATION RECOVERY (2008)
 DN3782
 DN3782'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008
 DN3782'THE MARK IS ABOUT 12.6 MI (20.3 KM) NORTH-NORTHWEST OF MARCO, 9.2 MI
 DN3782'(14.8 KM) NORTHWEST OF BELLE MEADE, 0.8 MI (1.3 KM) WEST OF NAPLES, IN
 DN3782'SECTION 4, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DN3782'
 DN3782'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 31
 DN3782'(AIRPORT-PULLING ROAD) AND U.S. HIGHWAY 41 (FIFTH AVENUE SOUTH) IN
 DN3782'NAPLES, GO WEST ON U.S. HIGHWAY 41 (FIFTH AVENUE SOUTH) FOR 2.1 MI
 DN3782'(3.4 KM) TO A 90 DEGREE TURN NORTH.  CONTINUE WEST ON FIFTH AVENUE FOR
 DN3782'0.65 MI (1.0 KM) TO THE INTERSECTION OF GULF SHORE BOULEVARD.  TURN
 DN3782'RIGHT ON GULF SHORE BOULEVARD AND GO NORTH FOR 0.05 MI (0.1 KM) TO THE
 DN3782'INTERSECTION OF FOURTH AVENUE SOUTH.  TURN LEFT ON FOURTH AVENUE SOUTH
 DN3782'AND GO WEST FOR 0.05 MI (0.1 KM) TO THE END OF THE PAVEMENT AND THE
 DN3782'MARK STRAIGHT A HEAD, SET FLUSH IN THE TOP OF THE CONCRETE SECTION OF
 DN3782'THE BEACH ACCESS WALKWAY AND ABOUT LEVEL WITH FOURTH AVENUE SOUTH.
 DN3782'
 DN3782'LOCATED 15.0 FT (4.6 M) SOUTH OF THE EXTENDED CENTERLINE OF FOURTH
 DN3782'AVENUE, 6.8 FT (2.1 M) WEST OF THE WEST END OF THE PAVEMENT OF FOURTH
 DN3782'AVENUE AND THE PARKING LOT, 5.6 FT (1.7 M) NORTHWEST OF A HANDICAP
 DN3782'SIGN AND 0.5 FT (15 CM) EAST OF THE WEST END OF THE CONCRETE SECTION
 DN3782'OF THE BEACH ACCESS WALKWAY.
 DN3782
 DN3782                          STATION RECOVERY (2013)
 DN3782
 DN3782'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3782'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1235 ***********************************************************************
 AD1235  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1235  DESIGNATION -  872 5110 TIDAL 1
 AD1235  PID         -  AD1235
 AD1235  STATE/COUNTY-  FL/COLLIER
 AD1235  COUNTRY     -  US
 AD1235  USGS QUAD   -  NAPLES NORTH (2018)
 AD1235
 AD1235                         *CURRENT SURVEY CONTROL
 AD1235  ______________________________________________________________________
 AD1235* NAD 83(1986) POSITION- 26 07 53.     (N) 081 48 21.     (W)   SCALED
 AD1235* NAVD 88 ORTHO HEIGHT -     2.379 (meters)        7.81  (feet) ADJUSTED
 AD1235  ______________________________________________________________________
 AD1235  GEOID HEIGHT    -        -23.434 (meters)                     GEOID18
 AD1235  DYNAMIC HEIGHT  -          2.375 (meters)        7.79  (feet) COMP
 AD1235  MODELED GRAVITY -    979,046.7   (mgal)                       NAVD 88
 AD1235
 AD1235  VERT ORDER      -  FIRST     CLASS I
 AD1235
 AD1235.The horizontal coordinates were scaled from a map and have
 AD1235.an estimated accuracy of +/- 6 seconds.
 AD1235
 AD1235.The orthometric height was determined by differential leveling and
 AD1235.adjusted by the NATIONAL GEODETIC SURVEY
 AD1235.in June 1991.
 AD1235
 AD1235.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1235.GEOID18 height accuracy estimate available here.
 AD1235
 AD1235.This Tidal Bench Mark is designated as VM 720
 AD1235.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1235
 AD1235.Click photographs - Photos may exist for this station.
 AD1235
 AD1235.The dynamic height is computed by dividing the NAVD 88
 AD1235.geopotential number by the normal gravity value computed on the
 AD1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1235.degrees latitude (g = 980.6199 gals.).
 AD1235
 AD1235.The modeled gravity was interpolated from observed gravity values.
 AD1235
 AD1235;                    North         East    Units  Estimated Accuracy
 AD1235;SPC FL E     -   199,420.      119,420.      MT  (+/- 180 meters Scaled)
 AD1235
 AD1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ194904(NAD 83)
 AD1235
 AD1235                          SUPERSEDED SURVEY CONTROL
 AD1235
 AD1235  NGVD 29 (??/??/92)    2.765  (m)            9.07   (f) SUPERSEDED  1 1
 AD1235  NGVD 29 (09/01/92)    2.765  (m)            9.07   (f) ADJUSTED    1 1
 AD1235
 AD1235.Superseded values are not recommended for survey control.
 AD1235
 AD1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1235.See file dsdata.pdf to determine how the superseded data were derived.
 AD1235
 AD1235_MARKER: DB = BENCH MARK DISK
 AD1235_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD1235_SP_SET: SIDEWALK
 AD1235_STAMPING: NO 1 1933
 AD1235_MARK LOGO: CGS
 AD1235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1235
 AD1235  HISTORY     - Date     Condition        Report By
 AD1235  HISTORY     - 1933     MONUMENTED       CGS
 AD1235  HISTORY     - 1965     GOOD             CGS
 AD1235  HISTORY     - 1979     GOOD             FLDNR
 AD1235  HISTORY     - 1984     GOOD             FLDNR
 AD1235  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD1235  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD1235  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AD1235  HISTORY     - 20050504 MARK NOT FOUND   USPSQD
 AD1235  HISTORY     - 20130401 MARK NOT FOUND   FL-021
 AD1235
 AD1235                          STATION DESCRIPTION
 AD1235
 AD1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1235'AT NAPLES.
 AD1235'AT NAPLES, NEAR THE NAPLES MUNICIPAL FISHING PIER, IN SECTION 9,
 AD1235'R 25 E, T 50 S, AT THE NORTHWEST EDGE OF THE CIRCLE AT THE WEST
 AD1235'END OF 12TH AVENUE SOUTH, 61.8 FEET NORTHEAST OF THE NORTHEAST
 AD1235'CORNER OF THE PIER, 3.1 FEET NORTHWEST OF THE NORTHWEST CURB OF THE
 AD1235'AVENUE, 19.7 FEET EAST OF THE BASE OF THE FLAGPOLE, ABOUT LEVEL
 AD1235'WITH THE AVENUE AND SET IN THE TOP OF THE SIDEWALK.
 AD1235
 AD1235                          STATION RECOVERY (1979)
 AD1235
 AD1235'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AD1235'RECOVERED IN GOOD CONDITION.
 AD1235
 AD1235                          STATION RECOVERY (1984)
 AD1235
 AD1235'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1235'RECOVERED IN GOOD CONDITION.
 AD1235
 AD1235                          STATION RECOVERY (1990)
 AD1235
 AD1235'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1235'MARK NOT FOUND.
 AD1235
 AD1235                          STATION RECOVERY (1990)
 AD1235
 AD1235'RECOVERY NOTE BY US POWER SQUADRON 1990 (AGB)
 AD1235'MARK NOT FOUND.
 AD1235
 AD1235                          STATION RECOVERY (1992)
 AD1235
 AD1235'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1235'THE MARK HAS BEEN RESET.
 AD1235
 AD1235                          STATION RECOVERY (2005)
 AD1235
 AD1235'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AD1235'NEW SIDEWALK PAVERS IN AREA SUGGEST MARK HAS BEEN DESTROYED
 AD1235
 AD1235                          STATION RECOVERY (2013)
 AD1235
 AD1235'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AD1235'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7837 ***********************************************************************
 AD7837  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7837  DESIGNATION -  872 5110 TIDAL 1 RESET
 AD7837  PID         -  AD7837
 AD7837  STATE/COUNTY-  FL/COLLIER
 AD7837  COUNTRY     -  US
 AD7837  USGS QUAD   -  NAPLES NORTH (2018)
 AD7837
 AD7837                         *CURRENT SURVEY CONTROL
 AD7837  ______________________________________________________________________
 AD7837* NAD 83(1986) POSITION- 26 07 53.     (N) 081 48 21.     (W)   SCALED
 AD7837* NAVD 88 ORTHO HEIGHT -     2.365 (meters)        7.76  (feet) ADJUSTED
 AD7837  ______________________________________________________________________
 AD7837  GEOID HEIGHT    -        -23.434 (meters)                     GEOID18
 AD7837  DYNAMIC HEIGHT  -          2.362 (meters)        7.75  (feet) COMP
 AD7837  MODELED GRAVITY -    979,046.7   (mgal)                       NAVD 88
 AD7837
 AD7837  VERT ORDER      -  FIRST     CLASS II
 AD7837
 AD7837.The horizontal coordinates were scaled from a map and have
 AD7837.an estimated accuracy of +/- 6 seconds.
 AD7837
 AD7837.The orthometric height was determined by differential leveling and
 AD7837.adjusted by the NATIONAL GEODETIC SURVEY
 AD7837.in September 1992.
 AD7837
 AD7837.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7837.GEOID18 height accuracy estimate available here.
 AD7837
 AD7837.This Tidal Bench Mark is designated as VM 730
 AD7837.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7837
 AD7837.Click photographs - Photos may exist for this station.
 AD7837
 AD7837.The dynamic height is computed by dividing the NAVD 88
 AD7837.geopotential number by the normal gravity value computed on the
 AD7837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7837.degrees latitude (g = 980.6199 gals.).
 AD7837
 AD7837.The modeled gravity was interpolated from observed gravity values.
 AD7837
 AD7837;                    North         East    Units  Estimated Accuracy
 AD7837;SPC FL E     -   199,420.      119,420.      MT  (+/- 180 meters Scaled)
 AD7837
 AD7837_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ194904(NAD 83)
 AD7837
 AD7837                          SUPERSEDED SURVEY CONTROL
 AD7837
 AD7837  NGVD 29 (01/31/13)    2.75   (m)            9.0    (f) RESET       3  
 AD7837  NGVD 29 (09/01/92)    2.753  (m)            9.03   (f) ADJUSTED    1 2
 AD7837
 AD7837.Superseded values are not recommended for survey control.
 AD7837
 AD7837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7837.See file dsdata.pdf to determine how the superseded data were derived.
 AD7837
 AD7837_MARKER: DJ = TIDAL STATION DISK
 AD7837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7837_STAMPING: NO 1 RESET 1984
 AD7837_MARK LOGO: NOS
 AD7837_PROJECTION: FLUSH
 AD7837_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7837+STABILITY: SURFACE MOTION
 AD7837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7837+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1992
 AD7837
 AD7837  HISTORY     - Date     Condition        Report By
 AD7837  HISTORY     - 1984     MONUMENTED       NGS
 AD7837  HISTORY     - 1986     GOOD             FLDNR
 AD7837  HISTORY     - 19920301 GOOD             NGS
 AD7837  HISTORY     - 20050504 MARK NOT FOUND   USPSQD
 AD7837  HISTORY     - 20130401 MARK NOT FOUND   FL-021
 AD7837
 AD7837                          STATION DESCRIPTION
 AD7837
 AD7837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AD7837'IN NAPLES.
 AD7837'IN THE NAPLES MUNICIPAL FISHING PIER, SECTION 9, R25E, T50S, IN A
 AD7837'CUL-DE-SAC ISLAND, 115.0 FEET (35.05 M) EAST OF THE ENTRANCE TO THE
 AD7837'PUBLIC PIER, 21.0 FEET (6.40 M) WEST-NORTHWEST OF SIGN, NAPLES PIER,
 AD7837'30.0 FEET (9.14 M) NORTH OF THE EAST BOUND LANE LEAVING PIER, 9.0
 AD7837'FEET (2.74 M) SOUTH OF THE WEST BOUND LANE TO PIER AND 1.5 FEET
 AD7837'(0.46 M) SOUTH OF THE SOUTH CURB OF THE WEST BOUND LANE TO PIER.
 AD7837'THE MARK IS 1.5 METERS  N FROM  A WITNESS POST
 AD7837
 AD7837                          STATION RECOVERY (1986)
 AD7837
 AD7837'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD7837'THE MARK IS LOCATED AT THE CITY PIER IN NAPLES.  THE MARK BEARS 9.7
 AD7837'FEET SOUTH OF THE CENTERLINE OF THE NORTHERN SEGMENT OF THE CIRCULAR
 AD7837'DRIVE, 31.0 FEET NORTHEAST OF A FLAG POLE, 117.0 FEET EAST OF THE
 AD7837'SOUTHEAST CORNER OF A BATHHOUSE, AND 102.5 FEET EAST OF BENCH MARK NO
 AD7837'7 1974.
 AD7837
 AD7837                          STATION RECOVERY (1992)
 AD7837
 AD7837'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD7837'IN NAPLES, AT THE INTERSECTION OF 12TH AVENUE SOUTH AND GULF SHORE
 AD7837'BOULEVARD, 91.0 M (298.6 FT) WEST OF THE CENTERLINE OF THE BOULEVARD,
 AD7837'9.4 M (30.8 FT) EAST-NORTHEAST OF A FLAG POLE, 6.4 M (21.0 FT)
 AD7837'WEST-NORTHWEST OF THE NORTH END OF A SIGN (NAPLES PIER), 2.7 M (8.9
 AD7837'FT) SOUTH OF THE CENTER OF THE WESTBOUND LANES OF THE AVENUE, 0.5 M
 AD7837'(1.6 FT) SOUTH OF THE SOUTH CURB OF THE WESTBOUND LANES OF THE
 AD7837'AVENUE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE AVENUE, AND THE
 AD7837'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AD7837
 AD7837                          STATION RECOVERY (2005)
 AD7837
 AD7837'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AD7837'NEW SIDEWALK PAVERS IN AREA SUGGEST MARK HAS BEEN DESTROYED
 AD7837
 AD7837                          STATION RECOVERY (2013)
 AD7837
 AD7837'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AD7837'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1238 ***********************************************************************
 AD1238  DESIGNATION -  872 5110 TIDAL 3 RESET
 AD1238  PID         -  AD1238
 AD1238  STATE/COUNTY-  FL/COLLIER
 AD1238  COUNTRY     -  US
 AD1238  USGS QUAD   -  NAPLES NORTH (2018)
 AD1238
 AD1238                         *CURRENT SURVEY CONTROL
 AD1238  ______________________________________________________________________
 AD1238* NAD 83(1986) POSITION- 26 07 53.     (N) 081 48 11.     (W)   SCALED
 AD1238* NAVD 88 ORTHO HEIGHT -     1.911 (meters)        6.27  (feet) ADJUSTED
 AD1238  ______________________________________________________________________
 AD1238  GEOID HEIGHT    -        -23.438 (meters)                     GEOID18
 AD1238  DYNAMIC HEIGHT  -          1.907 (meters)        6.26  (feet) COMP
 AD1238  MODELED GRAVITY -    979,046.7   (mgal)                       NAVD 88
 AD1238
 AD1238  VERT ORDER      -  FIRST     CLASS I
 AD1238
 AD1238.The horizontal coordinates were scaled from a map and have
 AD1238.an estimated accuracy of +/- 6 seconds.
 AD1238
 AD1238.The orthometric height was determined by differential leveling and
 AD1238.adjusted by the NATIONAL GEODETIC SURVEY
 AD1238.in June 1991.
 AD1238
 AD1238.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1238.GEOID18 height accuracy estimate available here.
 AD1238
 AD1238.Click photographs - Photos may exist for this station.
 AD1238
 AD1238.The dynamic height is computed by dividing the NAVD 88
 AD1238.geopotential number by the normal gravity value computed on the
 AD1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1238.degrees latitude (g = 980.6199 gals.).
 AD1238
 AD1238.The modeled gravity was interpolated from observed gravity values.
 AD1238
 AD1238;                    North         East    Units  Estimated Accuracy
 AD1238;SPC FL E     -   199,420.      119,690.      MT  (+/- 180 meters Scaled)
 AD1238
 AD1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ197904(NAD 83)
 AD1238
 AD1238                          SUPERSEDED SURVEY CONTROL
 AD1238
 AD1238  NGVD 29 (??/??/92)    2.295  (m)            7.53   (f) ADJ UNCH    1 1
 AD1238
 AD1238.Superseded values are not recommended for survey control.
 AD1238
 AD1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1238.See file dsdata.pdf to determine how the superseded data were derived.
 AD1238
 AD1238_MARKER: DB = BENCH MARK DISK
 AD1238_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD1238_SP_SET: WATER TANK BASE
 AD1238_STAMPING: NO 3 1933 RESET 1964
 AD1238_MARK LOGO: CGS
 AD1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD1238
 AD1238  HISTORY     - Date     Condition        Report By
 AD1238  HISTORY     - 1964     MONUMENTED       CGS
 AD1238  HISTORY     - 1965     GOOD             CGS
 AD1238  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD1238  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AD1238  HISTORY     - 20130402 MARK NOT FOUND   FL-021
 AD1238
 AD1238                          STATION DESCRIPTION
 AD1238
 AD1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1238'AT NAPLES.
 AD1238'AT NAPLES, ABOUT 0.15 MILE EAST ALONG 12TH AVENUE SOUTH FROM THE
 AD1238'EAST END OF THE NAPLES MUNICIPAL FISHING PIER, ABOUT 98 YARDS
 AD1238'SOUTHEAST OF THE JUNCTION OF 2ND STREET AND 12TH AVENUE SOUTH,
 AD1238'IN SECTION 9, R 25 E, T 50 S, SET IN THE TOP OF THE SOUTH CORNER
 AD1238'OF THE CONCRETE BASE OF THE NORTHEAST LEG OF AN ABANDONED WATER
 AD1238'TANK, 62 1/2 FEET WEST OF THE WEST CURB LINE OF AN ALLEY BETWEEN
 AD1238'2ND AND 3RD STREETS, 39 1/2 FEET NORTHEAST OF THE NORTHWEST CORNER
 AD1238'OF THE PARKING AREA FOR FLEISCHMANN BUILDING AND ABOUT 1 FOOT
 AD1238'ABOVE THE LEVEL OF THE GROUND.  TIDAL STA 3-9 TIDAL 3 RESET 1964
 AD1238
 AD1238                          STATION RECOVERY (1990)
 AD1238
 AD1238'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD1238'MARK NOT FOUND.
 AD1238
 AD1238                          STATION RECOVERY (1992)
 AD1238
 AD1238'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1238'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AD1238'DESTROYED.
 AD1238
 AD1238                          STATION RECOVERY (2013)
 AD1238
 AD1238'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AD1238'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5734 ***********************************************************************
 AD5734  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5734  DESIGNATION -  872 5110 TIDAL 5
 AD5734  PID         -  AD5734
 AD5734  STATE/COUNTY-  FL/COLLIER
 AD5734  COUNTRY     -  US
 AD5734  USGS QUAD   -  NAPLES NORTH (2018)
 AD5734
 AD5734                         *CURRENT SURVEY CONTROL
 AD5734  ______________________________________________________________________
 AD5734* NAD 83(1986) POSITION- 26 07 52.62   (N) 081 48 13.80   (W)   HD_HELD1
 AD5734* NAVD 88 ORTHO HEIGHT -     1.473 (meters)        4.83  (feet) ADJUSTED
 AD5734  ______________________________________________________________________
 AD5734  GEOID HEIGHT    -        -23.437 (meters)                     GEOID18
 AD5734  DYNAMIC HEIGHT  -          1.471 (meters)        4.83  (feet) COMP
 AD5734  MODELED GRAVITY -    979,046.7   (mgal)                       NAVD 88
 AD5734
 AD5734  VERT ORDER      -  FIRST     CLASS II
 AD5734
 AD5734.The horizontal coordinates were determined by differentially corrected
 AD5734.hand held GPS observations or other comparable positioning techniques
 AD5734.and have an estimated accuracy of +/- 3 meters.
 AD5734
 AD5734.The orthometric height was determined by differential leveling and
 AD5734.adjusted by the NATIONAL GEODETIC SURVEY
 AD5734.in May 2013.
 AD5734
 AD5734.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5734.GEOID18 height accuracy estimate available here.
 AD5734
 AD5734.This Tidal Bench Mark is designated as VM 722
 AD5734.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5734
 AD5734.Click photographs - Photos may exist for this station.
 AD5734
 AD5734.The dynamic height is computed by dividing the NAVD 88
 AD5734.geopotential number by the normal gravity value computed on the
 AD5734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5734.degrees latitude (g = 980.6199 gals.).
 AD5734
 AD5734.The modeled gravity was interpolated from observed gravity values.
 AD5734
 AD5734;                    North         East    Units  Estimated Accuracy
 AD5734;SPC FL E     -   199,407.1     119,614.8     MT  (+/- 3 meters HH1 GPS) 
 AD5734
 AD5734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1964290471(NAD 83)
 AD5734
 AD5734                          SUPERSEDED SURVEY CONTROL
 AD5734
 AD5734  NAVD 88 (09/04/92)    1.466  (m)            4.81   (f) SUPERSEDED  1 2
 AD5734  NAVD 88 (06/15/91)    1.466  (m)            4.81   (f) SUPERSEDED  1 2
 AD5734  NGVD 29 (09/01/92)    1.852  (m)            6.08   (f) ADJUSTED    1 2
 AD5734
 AD5734.Superseded values are not recommended for survey control.
 AD5734
 AD5734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5734.See file dsdata.pdf to determine how the superseded data were derived.
 AD5734
 AD5734_MARKER: DB = BENCH MARK DISK
 AD5734_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD5734_SP_SET: SIDEWALK
 AD5734_STAMPING: NO. 5 1967
 AD5734_MARK LOGO: CGS
 AD5734_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5734_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD5734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5734+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2011
 AD5734
 AD5734  HISTORY     - Date     Condition        Report By
 AD5734  HISTORY     - 1967     MONUMENTED       CGS
 AD5734  HISTORY     - 1979     GOOD             FLDNR
 AD5734  HISTORY     - 1984     GOOD             FLDNR
 AD5734  HISTORY     - 1986     GOOD             FLDNR
 AD5734  HISTORY     - 1990     GOOD             USPSQD
 AD5734  HISTORY     - 19920301 GOOD             NGS
 AD5734  HISTORY     - 20080710 GOOD             FLDEP
 AD5734  HISTORY     - 20110923 GOOD             GEOCAC
 AD5734  HISTORY     - 20130401 MARK NOT FOUND   FL-021
 AD5734
 AD5734                          STATION DESCRIPTION
 AD5734
 AD5734'DESCRIBED BY FL DEPT OF NAT RES 1979
 AD5734'NAPLES.
 AD5734'IN NAPLES AT THE MUNICIPAL FISHING PIER. THE MARK IS SET IN TOP OF A
 AD5734'CONCRETE APRON AROUND SWIMMING POOL AT THE MARINER MOTEL, ABOUT 200
 AD5734'YARDS NORTH OF THE NAPLES MUNICIPAL FISHING PIER, 9.5 FEET NORTHWEST
 AD5734'OF THE NORTH CORNER OF THE SWIMMING POOL, AND 3 FEET EAST OF THE
 AD5734'NORTHEAST CORNER OF THE MOTEL.
 AD5734
 AD5734                          STATION RECOVERY (1984)
 AD5734
 AD5734'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5734'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 AD5734'NEAR THE INTERSECTION OF 12TH AVENUE SOUTH AND GULF SHORE BOULEVARD,
 AD5734'ABOUT 150 FEET SOUTHEAST OF THE INTERSECTION, SET IN THE NORTHWEST
 AD5734'CORNER OF THE CONCRETE APRON AROUND THE SWIMMING POOL FOR THE MARINER
 AD5734'MOTEL, 3 FEET EAST OF THE NORTHEAST CORNER OF THE MOTEL, AND 9.5 FEET
 AD5734'NORTHWEST OF THE NORTHWEST CORNER OF THE POOL.
 AD5734
 AD5734                          STATION RECOVERY (1986)
 AD5734
 AD5734'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5734'RECOVERED IN GOOD CONDITION.
 AD5734
 AD5734                          STATION RECOVERY (1990)
 AD5734
 AD5734'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD5734'RECOVERED IN GOOD CONDITION.
 AD5734
 AD5734                          STATION RECOVERY (1992)
 AD5734
 AD5734'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD5734'IN NAPLES, AT 1295 GULF SHORE BOULEVARD SOUTH, IN TOP OF AND 0.6 M
 AD5734'(2.0 FT) SOUTHEAST OF THE NORTHEAST CORNER OF A SIDEWALK SURROUNDING
 AD5734'A SWIMMING POOL AT THE MARINER APARTMENTS M0TEL AT 1295 GULF SHORE
 AD5734'BOULEVARD SOUTH, 5.4 M (17.7 FT) SOUTH OF THE CENTER OF AN ALLEY, 2.9
 AD5734'M (9.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE POOL, 0.8 M (2.6
 AD5734'FT) EAST OF THE CORNER OF THE BUILDING, 0.4 M (1.3 FT) SOUTH OF A
 AD5734'CHAIN-LINK FENCE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ALLEY.
 AD5734
 AD5734                          STATION RECOVERY (2008)
 AD5734
 AD5734'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD5734'RECOVERED AS DESCRIBED.
 AD5734
 AD5734                          STATION RECOVERY (2011)
 AD5734
 AD5734'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AD5734'RECOVERED IN GOOD CONDITION.
 AD5734
 AD5734                          STATION RECOVERY (2013)
 AD5734
 AD5734'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AD5734'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5733 ***********************************************************************
 AD5733  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5733  DESIGNATION -  872 5110 TIDAL 6
 AD5733  PID         -  AD5733
 AD5733  STATE/COUNTY-  FL/COLLIER
 AD5733  COUNTRY     -  US
 AD5733  USGS QUAD   -  NAPLES NORTH (2018)
 AD5733
 AD5733                         *CURRENT SURVEY CONTROL
 AD5733  ______________________________________________________________________
 AD5733* NAD 83(1986) POSITION- 26 07 52.86   (N) 081 48 14.16   (W)   HD_HELD1
 AD5733* NAVD 88 ORTHO HEIGHT -     1.316 (meters)        4.32  (feet) ADJUSTED
 AD5733  ______________________________________________________________________
 AD5733  GEOID HEIGHT    -        -23.437 (meters)                     GEOID18
 AD5733  DYNAMIC HEIGHT  -          1.314 (meters)        4.31  (feet) COMP
 AD5733  MODELED GRAVITY -    979,046.7   (mgal)                       NAVD 88
 AD5733
 AD5733  VERT ORDER      -  FIRST     CLASS II
 AD5733
 AD5733.The horizontal coordinates were determined by differentially corrected
 AD5733.hand held GPS observations or other comparable positioning techniques
 AD5733.and have an estimated accuracy of +/- 3 meters.
 AD5733
 AD5733.The orthometric height was determined by differential leveling and
 AD5733.adjusted by the NATIONAL GEODETIC SURVEY
 AD5733.in May 2003.
 AD5733
 AD5733.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5733.GEOID18 height accuracy estimate available here.
 AD5733
 AD5733.This Tidal Bench Mark is designated as VM 723
 AD5733.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5733
 AD5733.Click photographs - Photos may exist for this station.
 AD5733
 AD5733.The dynamic height is computed by dividing the NAVD 88
 AD5733.geopotential number by the normal gravity value computed on the
 AD5733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5733.degrees latitude (g = 980.6199 gals.).
 AD5733
 AD5733.The modeled gravity was interpolated from observed gravity values.
 AD5733
 AD5733;                    North         East    Units  Estimated Accuracy
 AD5733;SPC FL E     -   199,414.5     119,604.9     MT  (+/- 3 meters HH1 GPS) 
 AD5733
 AD5733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1963290478(NAD 83)
 AD5733
 AD5733                          SUPERSEDED SURVEY CONTROL
 AD5733
 AD5733  NAVD 88 (09/04/92)    1.317  (m)            4.32   (f) SUPERSEDED  1 2
 AD5733  NAVD 88 (06/15/91)    1.317  (m)            4.32   (f) SUPERSEDED  1 2
 AD5733  NGVD 29 (09/01/92)    1.703  (m)            5.59   (f) ADJUSTED    1 2
 AD5733
 AD5733.Superseded values are not recommended for survey control.
 AD5733
 AD5733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5733.See file dsdata.pdf to determine how the superseded data were derived.
 AD5733
 AD5733_MARKER: DB = BENCH MARK DISK
 AD5733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5733_STAMPING: NO 6 1971
 AD5733_MARK LOGO: CGS
 AD5733_PROJECTION: FLUSH
 AD5733_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5733+STABILITY: SURFACE MOTION
 AD5733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5733+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2008
 AD5733
 AD5733  HISTORY     - Date     Condition        Report By
 AD5733  HISTORY     - 1971     MONUMENTED       NOS
 AD5733  HISTORY     - 1979     GOOD             FLDNR
 AD5733  HISTORY     - 1984     GOOD             FLDNR
 AD5733  HISTORY     - 1986     GOOD             FLDNR
 AD5733  HISTORY     - 1990     GOOD             USPSQD
 AD5733  HISTORY     - 19920301 GOOD             NGS
 AD5733  HISTORY     - 20080710 GOOD             FLDEP
 AD5733  HISTORY     - 20110923 GOOD             GEOCAC
 AD5733  HISTORY     - 20130401 GOOD             FL-021
 AD5733
 AD5733                          STATION DESCRIPTION
 AD5733
 AD5733'DESCRIBED BY FL DEPT OF NAT RES 1979
 AD5733'NAPLES.
 AD5733'IN NAPLES AT THE NAPLES MUNICIPAL PIER, THE MARK IS SET IN THE TOP
 AD5733'EAST ONE OF TWO ABANDONED TOWER SUPPORTS, AND BEARS 40.2 FEET NORTH
 AD5733'NORTHWEST OF THE APRON OF THE MARINER MOTEL AND APTS. SWIMMING POOL,
 AD5733'24 FEET EAST OF A CONCRETE POWER POLE AT ENTRANCE TO MARINER MOTEL, 7
 AD5733'FEET SOUTH OF SOUTHEAST CORNER OF MUNICIPAL PARKING LOT AT
 AD5733'INTERSECTION OF 12TH AVENUE SOUTH AND GULF SHORE BOULEVARD, AND LEVEL
 AD5733'WITH THE GROUND.
 AD5733
 AD5733                          STATION RECOVERY (1984)
 AD5733
 AD5733'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5733'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS
 AD5733'NEAR THE INTERSECTION OF GULF SHORE BOULEVARD AND 12TH AVENUE SOUTH,
 AD5733'ABOUT 150 FEET SOUTHEAST OF THE INTERSECTION, 40.2 FEET
 AD5733'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE APRON AROUND THE
 AD5733'MARINER MOTEL SWIMMING POOL, 24 FEET EAST OF A CONCRETE POWER POLE, 7
 AD5733'FEET SOUTH OF THE SOUTHEAST CORNER OF THE MUNICIPAL PARKING LOT, 1.5
 AD5733'FEET NORTHWEST OF A TELEPHONE CABLE BOX, AND IS SET IN THE TOP OF AN
 AD5733'OLD TOWER SUPPORT FOUNDATION 3 INCHES BELOW THE GROUND.  THE MARK IS
 AD5733'1.5 FEET WEST OF A WITNESS POST.
 AD5733
 AD5733                          STATION RECOVERY (1986)
 AD5733
 AD5733'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5733'RECOVERED IN GOOD CONDITION.
 AD5733
 AD5733                          STATION RECOVERY (1990)
 AD5733
 AD5733'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD5733'RECOVERED IN GOOD CONDITION.
 AD5733
 AD5733                          STATION RECOVERY (1992)
 AD5733
 AD5733'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD5733'IN NAPLES, AT 1295 GULF SHORE BOULEVARD SOUTH, 9.3 M (30.5 FT)
 AD5733'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF MARINER APARTMENTS MOTEL
 AD5733'AT 1295 GULF SHORE BOULEVARD SOUTH, 7.3 M (24.0 FT) EAST OF A UTILITY
 AD5733'POLE, 3.4 M (11.2 FT) NORTH OF AND LEVEL WITH THE CENTER OF AN ALLEY,
 AD5733'1.9 M (6.2 FT) SOUTH OF THE SOUTHEAST CURB OF A PARKING LOT, 0.5 M
 AD5733'(1.6 FT) WEST OF A WITNESS POST, 0.3 M (1.0 FT) NORTHWEST OF
 AD5733'UNDERGROUND CABLE JUNCTION BOX NUMBER 1220, AND THE MONUMENT IS FLUSH
 AD5733'WITH THE GROUND SURFACE.
 AD5733
 AD5733                          STATION RECOVERY (2008)
 AD5733
 AD5733'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD5733'RECOVERED AS DESCRIBED.
 AD5733
 AD5733                          STATION RECOVERY (2011)
 AD5733
 AD5733'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AD5733'RECOVERED IN GOOD CONDITION.
 AD5733
 AD5733                          STATION RECOVERY (2013)
 AD5733
 AD5733'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AD5733'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5731 ***********************************************************************
 AD5731  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5731  DESIGNATION -  872 5110 TIDAL 7
 AD5731  PID         -  AD5731
 AD5731  STATE/COUNTY-  FL/COLLIER
 AD5731  COUNTRY     -  US
 AD5731  USGS QUAD   -  NAPLES NORTH (2018)
 AD5731
 AD5731                         *CURRENT SURVEY CONTROL
 AD5731  ______________________________________________________________________
 AD5731* NAD 83(1986) POSITION- 26 07 54.4    (N) 081 48 21.2    (W)   HD_HELD2
 AD5731* NAVD 88 ORTHO HEIGHT -     2.883 (meters)        9.46  (feet) ADJUSTED
 AD5731  ______________________________________________________________________
 AD5731  GEOID HEIGHT    -        -23.435 (meters)                     GEOID18
 AD5731  DYNAMIC HEIGHT  -          2.878 (meters)        9.44  (feet) COMP
 AD5731  MODELED GRAVITY -    979,046.8   (mgal)                       NAVD 88
 AD5731
 AD5731  VERT ORDER      -  FIRST     CLASS II
 AD5731
 AD5731.The horizontal coordinates were established by autonomous hand held GPS
 AD5731.observations and have an estimated accuracy of +/- 10 meters.
 AD5731
 AD5731.The orthometric height was determined by differential leveling and
 AD5731.adjusted by the NATIONAL GEODETIC SURVEY
 AD5731.in May 2013.
 AD5731
 AD5731.No vertical observational check was made to the station.
 AD5731
 AD5731.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5731.GEOID18 height accuracy estimate available here.
 AD5731
 AD5731.This Tidal Bench Mark is designated as VM 719
 AD5731.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5731
 AD5731.Click photographs - Photos may exist for this station.
 AD5731
 AD5731.The dynamic height is computed by dividing the NAVD 88
 AD5731.geopotential number by the normal gravity value computed on the
 AD5731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5731.degrees latitude (g = 980.6199 gals.).
 AD5731
 AD5731.The modeled gravity was interpolated from observed gravity values.
 AD5731
 AD5731;                    North         East    Units  Estimated Accuracy
 AD5731;SPC FL E     -   199,463.      119,410.      MT  (+/- 10 meters HH2 GPS)
 AD5731
 AD5731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1943790527(NAD 83)
 AD5731
 AD5731                          SUPERSEDED SURVEY CONTROL
 AD5731
 AD5731  NAVD 88 (09/04/92)    2.878  (m)            9.44   (f) SUPERSEDED  1 2
 AD5731  NAVD 88 (06/15/91)    2.884  (m)            9.46   (f) SUPERSEDED  1 2
 AD5731  NGVD 29 (09/01/92)    3.268  (m)           10.72   (f) ADJUSTED    1 2
 AD5731
 AD5731.Superseded values are not recommended for survey control.
 AD5731
 AD5731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5731.See file dsdata.pdf to determine how the superseded data were derived.
 AD5731
 AD5731_MARKER: DJ = TIDAL STATION DISK
 AD5731_SETTING: 80 = SET IN A BOULDER
 AD5731_STAMPING: NO 7 1974
 AD5731_MARK LOGO: NOS
 AD5731_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5731+STABILITY: SURFACE MOTION
 AD5731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD5731+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2008
 AD5731
 AD5731  HISTORY     - Date     Condition        Report By
 AD5731  HISTORY     - 1974     MONUMENTED       NOS
 AD5731  HISTORY     - 1979     GOOD             FLDNR
 AD5731  HISTORY     - 1984     GOOD             FLDNR
 AD5731  HISTORY     - 1986     GOOD             FLDNR
 AD5731  HISTORY     - 1990     GOOD             USPSQD
 AD5731  HISTORY     - 19920301 GOOD             NGS
 AD5731  HISTORY     - 20010424 GOOD             NOS
 AD5731  HISTORY     - 20080309 GOOD             INDIV
 AD5731  HISTORY     - 20080710 GOOD             FLDEP
 AD5731  HISTORY     - 20110923 GOOD             GEOCAC
 AD5731  HISTORY     - 20130401 GOOD             FL-021
 AD5731
 AD5731                          STATION DESCRIPTION
 AD5731
 AD5731'DESCRIBED BY FL DEPT OF NAT RES 1979
 AD5731'NAPLES.
 AD5731'IN NAPLES AT THE NAPLES MUNICIPAL PIER THE MARK IS SET IN CORAL ROCK,
 AD5731'AND BEARS 17.6 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE MENS
 AD5731'RESTROOM, AND 15.7 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE MENS
 AD5731'RESTROOM AT THE INSHORE END OF THE PIER.
 AD5731
 AD5731                          STATION RECOVERY (1984)
 AD5731
 AD5731'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5731'THE MARK IS 1 FT ABOVE ROAD.
 AD5731'RECOVERED IN GOOD CONDITION.  A NEW TO REACH FOLLOWS.  THE MARK IS AT
 AD5731'THE WEST END OF 12TH AVENUE SOUTH, NORTHEAST OF THE ENTRANCE TO THE
 AD5731'NAPLES MUNICIPAL PIER.
 AD5731
 AD5731                          STATION RECOVERY (1986)
 AD5731
 AD5731'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5731'RECOVERED IN GOOD CONDITION.
 AD5731
 AD5731                          STATION RECOVERY (1990)
 AD5731
 AD5731'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD5731'RECOVERED IN GOOD CONDITION.
 AD5731
 AD5731                          STATION RECOVERY (1992)
 AD5731
 AD5731'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD5731'IN NAPLES, AT THE INTERSECTION OF 12TH AVENUE SOUTH AND GULF SHORE
 AD5731'BOULEVARD, IN TOP OF AND 0.1 M (0.3 FT) EAST OF THE WEST EDGE OF A
 AD5731'CORAL BOULDER, 118.0 M (387.1 FT) WEST OF THE CENTERLINE OF THE
 AD5731'BOULEVARD, 4.8 M (15.7 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A
 AD5731'MENS RESTROOM, 4.3 M (14.1 FT) NORTH OF THE EXTENDED CENTER OF THE
 AD5731'AVENUE AND A PIER, 0.4 M (1.3 FT) SOUTHEAST OF THE NORTHEAST END OF A
 AD5731'HANDRAIL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE GROUND SURFACE.
 AD5731
 AD5731                          STATION RECOVERY (2001)
 AD5731
 AD5731'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (KLD)
 AD5731'RECOVERED AS DESCRIBED.
 AD5731
 AD5731                          STATION RECOVERY (2008)
 AD5731
 AD5731'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (HBH)
 AD5731'RECOVERED IN GOOD CONDITION.
 AD5731
 AD5731                          STATION RECOVERY (2008)
 AD5731
 AD5731'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD5731'RECOVERED AS DESCRIBED.
 AD5731
 AD5731                          STATION RECOVERY (2011)
 AD5731
 AD5731'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AD5731'RECOVERED IN GOOD CONDITION.
 AD5731
 AD5731                          STATION RECOVERY (2013)
 AD5731
 AD5731'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AD5731'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD5732 ***********************************************************************
 AD5732  TIDAL BM    -  This is a Tidal Bench Mark.
 AD5732  DESIGNATION -  872 5110 TIDAL 8
 AD5732  PID         -  AD5732
 AD5732  STATE/COUNTY-  FL/COLLIER
 AD5732  COUNTRY     -  US
 AD5732  USGS QUAD   -  NAPLES NORTH (2018)
 AD5732
 AD5732                         *CURRENT SURVEY CONTROL
 AD5732  ______________________________________________________________________
 AD5732* NAD 83(1986) POSITION- 26 07 54.24   (N) 081 48 16.50   (W)   HD_HELD1
 AD5732* NAVD 88 ORTHO HEIGHT -     1.767 (meters)        5.80  (feet) ADJUSTED
 AD5732  ______________________________________________________________________
 AD5732  GEOID HEIGHT    -        -23.437 (meters)                     GEOID18
 AD5732  DYNAMIC HEIGHT  -          1.764 (meters)        5.79  (feet) COMP
 AD5732  MODELED GRAVITY -    979,046.8   (mgal)                       NAVD 88
 AD5732
 AD5732  VERT ORDER      -  FIRST     CLASS II
 AD5732
 AD5732.The horizontal coordinates were determined by differentially corrected
 AD5732.hand held GPS observations or other comparable positioning techniques
 AD5732.and have an estimated accuracy of +/- 3 meters.
 AD5732
 AD5732.The orthometric height was determined by differential leveling and
 AD5732.adjusted by the NATIONAL GEODETIC SURVEY
 AD5732.in September 1992.
 AD5732
 AD5732.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD5732.GEOID18 height accuracy estimate available here.
 AD5732
 AD5732.This Tidal Bench Mark is designated as VM 724
 AD5732.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD5732
 AD5732.Click photographs - Photos may exist for this station.
 AD5732
 AD5732.The dynamic height is computed by dividing the NAVD 88
 AD5732.geopotential number by the normal gravity value computed on the
 AD5732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD5732.degrees latitude (g = 980.6199 gals.).
 AD5732
 AD5732.The modeled gravity was interpolated from observed gravity values.
 AD5732
 AD5732;                    North         East    Units  Estimated Accuracy
 AD5732;SPC FL E     -   199,457.4     119,540.1     MT  (+/- 3 meters HH1 GPS) 
 AD5732
 AD5732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1956790521(NAD 83)
 AD5732
 AD5732                          SUPERSEDED SURVEY CONTROL
 AD5732
 AD5732  NAVD 88 (06/15/91)    1.767  (m)            5.80   (f) SUPERSEDED  1 2
 AD5732  NGVD 29 (09/01/92)    2.153  (m)            7.06   (f) ADJUSTED    1 2
 AD5732
 AD5732.Superseded values are not recommended for survey control.
 AD5732
 AD5732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD5732.See file dsdata.pdf to determine how the superseded data were derived.
 AD5732
 AD5732_MARKER: DJ = TIDAL STATION DISK
 AD5732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD5732_STAMPING: NO 8 1974
 AD5732_MARK LOGO: NOS
 AD5732_PROJECTION: FLUSH
 AD5732_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD5732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD5732+STABILITY: SURFACE MOTION
 AD5732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD5732+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2016
 AD5732
 AD5732  HISTORY     - Date     Condition        Report By
 AD5732  HISTORY     - 1974     MONUMENTED       NOS
 AD5732  HISTORY     - 1979     GOOD             FLDNR
 AD5732  HISTORY     - 1984     GOOD             FLDNR
 AD5732  HISTORY     - 1986     GOOD             FLDNR
 AD5732  HISTORY     - 1990     GOOD             USPSQD
 AD5732  HISTORY     - 19920301 GOOD             NGS
 AD5732  HISTORY     - 20130402 GOOD             FL-021
 AD5732  HISTORY     - 20160112 GOOD             GEOCAC
 AD5732
 AD5732                          STATION DESCRIPTION
 AD5732
 AD5732'DESCRIBED BY FL DEPT OF NAT RES 1979
 AD5732'NAPLES.
 AD5732'IN NAPLES AT THE NAPLES MUNICIPAL PIER, THE MARK IS SET IN A CONCRETE
 AD5732'FILLED TERRA COTTA PIPE AT THE INTERSECTION OF 12TH AVENUE SOUTH AND
 AD5732'GULF SHORE BOULEVARD SOUTH. IT BEARS 42.5 FEET SOUTH OF THE CENTERLINE
 AD5732'OF GULF SHORE BOULEVARD SOUTH, AND IS LEVEL WITH THE GROUND.
 AD5732
 AD5732                          STATION RECOVERY (1984)
 AD5732
 AD5732'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD5732'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  THE MARK IS AT
 AD5732'THE INTERSECTION OF 12TH AVENUE SOUTH AND GULF SHORE BOULEVARD, 31.7
 AD5732'FEET EAST OF THE CENTERLINE OF GULF SHORE BOULEVARD, 42.5 FEET SOUTH
 AD5732'OF THE CENTERLINE OF 12TH AVENUE, 3.5 FEET WEST OF THE NORTHWEST
 AD5732'CORNER OF THE MUNICIPAL PARKING LOT, AND IS SET IN THE TOP OF A
 AD5732'CONCRETE FILLED TERRA-COTTA PIPE PROJECTING 3 INCHES ABOVE THE GROUND.
 AD5732'THE EAST EDGE OF THE PIPE AND CONCRETE IS BROKEN OFF BUT THE MARK AND
 AD5732'POST ARE STABLE.
 AD5732
 AD5732                          STATION RECOVERY (1986)
 AD5732
 AD5732'RECOVERY NOTE BY FL DEPT OF NAT RES 1986
 AD5732'RECOVERED IN GOOD CONDITION.
 AD5732
 AD5732                          STATION RECOVERY (1990)
 AD5732
 AD5732'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD5732'RECOVERED IN GOOD CONDITION.
 AD5732
 AD5732                          STATION RECOVERY (1992)
 AD5732
 AD5732'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD5732'IN NAPLES, AT THE INTERSECTION OF 12TH AVENUE SOUTH AND GULF SHORE
 AD5732'BOULEVARD, 12.9 M (42.3 FT) SOUTH OF THE CENTERLINE OF THE AVENUE,
 AD5732'9.7 M (31.8 FT) EAST OF THE CENTER OF THE BOULEVARD, 1.1 M (3.6 FT)
 AD5732'NORTHWEST OF THE NORTHWEST CORNER OF A MUNICIPAL PARKING LOT, 1.0 M
 AD5732'(3.3 FT) NORTH OF A PALM TREE, AND THE MONUMENT IS FLUSH WITH THE
 AD5732'GROUND SURFACE.
 AD5732
 AD5732                          STATION RECOVERY (2013)
 AD5732
 AD5732'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AD5732'RECOVERED IN GOOD CONDITION.
 AD5732
 AD5732                          STATION RECOVERY (2016)
 AD5732
 AD5732'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD5732'RECOVERED IN GOOD CONDITION.  THE PALM TREE HAS BEEN REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1237 ***********************************************************************
 AD1237  DESIGNATION -  872 5110 TIDAL NAPLES 2
 AD1237  PID         -  AD1237
 AD1237  STATE/COUNTY-  FL/COLLIER
 AD1237  COUNTRY     -  US
 AD1237  USGS QUAD   -  NAPLES NORTH (2018)
 AD1237
 AD1237                         *CURRENT SURVEY CONTROL
 AD1237  ______________________________________________________________________
 AD1237* NAD 83(1986) POSITION- 26 07 52.     (N) 081 48 16.     (W)   SCALED
 AD1237* NAVD 88 ORTHO HEIGHT -     1.294 (meters)        4.25  (feet) ADJUSTED
 AD1237  ______________________________________________________________________
 AD1237  GEOID HEIGHT    -        -23.436 (meters)                     GEOID18
 AD1237  DYNAMIC HEIGHT  -          1.292 (meters)        4.24  (feet) COMP
 AD1237  MODELED GRAVITY -    979,046.7   (mgal)                       NAVD 88
 AD1237
 AD1237  VERT ORDER      -  FIRST     CLASS I
 AD1237
 AD1237.The horizontal coordinates were scaled from a map and have
 AD1237.an estimated accuracy of +/- 6 seconds.
 AD1237
 AD1237.The orthometric height was determined by differential leveling and
 AD1237.adjusted by the NATIONAL GEODETIC SURVEY
 AD1237.in June 1991.
 AD1237
 AD1237.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1237.GEOID18 height accuracy estimate available here.
 AD1237
 AD1237.Click photographs - Photos may exist for this station.
 AD1237
 AD1237.The dynamic height is computed by dividing the NAVD 88
 AD1237.geopotential number by the normal gravity value computed on the
 AD1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1237.degrees latitude (g = 980.6199 gals.).
 AD1237
 AD1237.The modeled gravity was interpolated from observed gravity values.
 AD1237
 AD1237;                    North         East    Units  Estimated Accuracy
 AD1237;SPC FL E     -   199,390.      119,550.      MT  (+/- 180 meters Scaled)
 AD1237
 AD1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ195904(NAD 83)
 AD1237
 AD1237                          SUPERSEDED SURVEY CONTROL
 AD1237
 AD1237  NGVD 29 (??/??/92)    1.680  (m)            5.51   (f) ADJ UNCH    1 1
 AD1237
 AD1237.Superseded values are not recommended for survey control.
 AD1237
 AD1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1237.See file dsdata.pdf to determine how the superseded data were derived.
 AD1237
 AD1237_MARKER: DB = BENCH MARK DISK
 AD1237_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD1237_SP_SET: WATER TANK BASE
 AD1237_STAMPING: NAPLES NO 2 1961
 AD1237_MARK LOGO: CGS
 AD1237_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD1237
 AD1237  HISTORY     - Date     Condition        Report By
 AD1237  HISTORY     - 1961     MONUMENTED       CGS
 AD1237  HISTORY     - 1965     GOOD             CGS
 AD1237  HISTORY     - 19920226 MARK NOT FOUND   NGS
 AD1237  HISTORY     - 20130402 MARK NOT FOUND   FL-021
 AD1237
 AD1237                          STATION DESCRIPTION
 AD1237
 AD1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1237'AT NAPLES.
 AD1237'AT NAPLES, ABOUT 0.1 MILE EAST ALONG 12TH AVENUE SOUTH FRM THE
 AD1237'EAST END OF THE NAPLES MUNICIPAL FISHING PIER, IN SECTION 9,
 AD1237'R 25 E, T 50 S, ABOUT 100 YARDS SOUTHEAST OF THE CENTER OF THE
 AD1237'INTERSECTION OF 1ST STREET AND 12TH AVENUE SOUTH, SET IN THE TOP
 AD1237'OF THE NORTHWEST CORNER OF THE SOUTHWEST ONE OF FOUR CONCRETE
 AD1237'BASES WHICH WAS AT ONE TIME A BASE FOR A WATER TANK, 220 FEET EAST
 AD1237'OF THE CENTER LINE OF THE STREET, 198 1/2 FEET SOUTH OF THE CENTER
 AD1237'LINE OF THE AVENUE, THE BASE PROJECTS ABOUT 2 FEET AND IS ABOUT
 AD1237'LEVEL WITH THE AVENUE.  NOTE-- APPARENTLY STAMPED NO 2 IN ERROR.
 AD1237
 AD1237                          STATION RECOVERY (1992)
 AD1237
 AD1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1237'THERE HAS BEEN CONSTRUCTION AT THE DESCRIBED LOCATION.  ASSUMED
 AD1237'DESTROYED.
 AD1237
 AD1237                          STATION RECOVERY (2013)
 AD1237
 AD1237'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 AD1237'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6328 ***********************************************************************
 AD6328  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6328  DESIGNATION -  872 5114 A TIDAL
 AD6328  PID         -  AD6328
 AD6328  STATE/COUNTY-  FL/COLLIER
 AD6328  COUNTRY     -  US
 AD6328  USGS QUAD   -  NAPLES NORTH (2018)
 AD6328
 AD6328                         *CURRENT SURVEY CONTROL
 AD6328  ______________________________________________________________________
 AD6328* NAD 83(1986) POSITION- 26 08 24.72   (N) 081 47 18.54   (W)   HD_HELD1
 AD6328* NAVD 88 ORTHO HEIGHT -     1.519 (meters)        4.98  (feet) ADJUSTED
 AD6328  ______________________________________________________________________
 AD6328  GEOID HEIGHT    -        -23.478 (meters)                     GEOID18
 AD6328  DYNAMIC HEIGHT  -          1.516 (meters)        4.97  (feet) COMP
 AD6328  MODELED GRAVITY -    979,046.8   (mgal)                       NAVD 88
 AD6328
 AD6328  VERT ORDER      -  FIRST     CLASS II
 AD6328
 AD6328.The horizontal coordinates were determined by differentially corrected
 AD6328.hand held GPS observations or other comparable positioning techniques
 AD6328.and have an estimated accuracy of +/- 3 meters.
 AD6328
 AD6328.The orthometric height was determined by differential leveling and
 AD6328.adjusted by the NATIONAL GEODETIC SURVEY
 AD6328.in May 2013.
 AD6328
 AD6328.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6328.GEOID18 height accuracy estimate available here.
 AD6328
 AD6328.This Tidal Bench Mark is designated as VM 7893
 AD6328.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6328
 AD6328.Click photographs - Photos may exist for this station.
 AD6328
 AD6328.The dynamic height is computed by dividing the NAVD 88
 AD6328.geopotential number by the normal gravity value computed on the
 AD6328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6328.degrees latitude (g = 980.6199 gals.).
 AD6328
 AD6328.The modeled gravity was interpolated from observed gravity values.
 AD6328
 AD6328;                    North         East    Units  Estimated Accuracy
 AD6328;SPC FL E     -   200,385.6     121,155.9     MT  (+/- 3 meters HH1 GPS) 
 AD6328
 AD6328_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2118291449(NAD 83)
 AD6328
 AD6328                          SUPERSEDED SURVEY CONTROL
 AD6328
 AD6328  NAVD 88 (06/15/91)    1.523  (m)            5.00   (f) SUPERSEDED  2 1
 AD6328  NGVD 29 (09/01/92)    1.908  (m)            6.26   (f) ADJUSTED    2 1
 AD6328
 AD6328.Superseded values are not recommended for survey control.
 AD6328
 AD6328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6328.See file dsdata.pdf to determine how the superseded data were derived.
 AD6328
 AD6328_MARKER: DB = BENCH MARK DISK
 AD6328_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6328_SP_SET: MANHOLE
 AD6328_STAMPING: 5114 A 1978
 AD6328_MARK LOGO: NOS
 AD6328_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6328_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6328_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6328+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2016
 AD6328
 AD6328  HISTORY     - Date     Condition        Report By
 AD6328  HISTORY     - 1978     MONUMENTED       NOS
 AD6328  HISTORY     - 1984     GOOD             FLDNR
 AD6328  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD6328  HISTORY     - 20080710 GOOD             FLDEP
 AD6328  HISTORY     - 20121003 GOOD             FL-021
 AD6328  HISTORY     - 20160120 GOOD             GEOCAC
 AD6328
 AD6328                          STATION DESCRIPTION
 AD6328
 AD6328'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6328'IN NAPLES.
 AD6328'BEGIN AT THE COLLIER COUNTY COURTHOUSE, GO 1.7 MILES NORTHWEST ON U.S.
 AD6328'HIGHWAY 41 TO THE JUNCTION OF RIVER POINT DRIVE, GO 0.05 MILE SOUTH ON
 AD6328'RIVER POINT DRIVE TO THE MARK.  THE MARK BEARS 26 FEET WEST OF THE
 AD6328'CENTERLINE OF RIVER POINT DRIVE, 1 FOOT SOUTHWEST OF THE EDGE OF A
 AD6328'SEWER MANHOLE COVER, AND IS SET IN THE TOP OF THE CONCRETE MANHOLE.
 AD6328'THE MARK IS 1 FT ABOVE ROAD.
 AD6328
 AD6328                          STATION RECOVERY (1990)
 AD6328
 AD6328'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6328'MARK NOT FOUND.
 AD6328
 AD6328                          STATION RECOVERY (2008)
 AD6328
 AD6328'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6328'RECOVERED AS DESCRIBED.
 AD6328
 AD6328                          STATION RECOVERY (2012)
 AD6328
 AD6328'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD6328'RECOVERED IN GOOD CONDITION.
 AD6328
 AD6328                          STATION RECOVERY (2016)
 AD6328
 AD6328'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD6328'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3672 ***********************************************************************
 DN3672  DESIGNATION -  872 5114 B
 DN3672  PID         -  DN3672
 DN3672  STATE/COUNTY-  FL/COLLIER
 DN3672  COUNTRY     -  US
 DN3672  USGS QUAD   -  NAPLES NORTH (2018)
 DN3672
 DN3672                         *CURRENT SURVEY CONTROL
 DN3672  ______________________________________________________________________
 DN3672* NAD 83(1986) POSITION- 26 08 26.5    (N) 081 47 13.3    (W)   HD_HELD2
 DN3672* NAVD 88 ORTHO HEIGHT -     2.122 (meters)        6.96  (feet) ADJUSTED
 DN3672  ______________________________________________________________________
 DN3672  GEOID HEIGHT    -        -23.481 (meters)                     GEOID18
 DN3672  DYNAMIC HEIGHT  -          2.119 (meters)        6.95  (feet) COMP
 DN3672  MODELED GRAVITY -    979,046.8   (mgal)                       NAVD 88
 DN3672
 DN3672  VERT ORDER      -  FIRST     CLASS II
 DN3672
 DN3672.The horizontal coordinates were established by autonomous hand held GPS
 DN3672.observations and have an estimated accuracy of +/- 10 meters.
 DN3672
 DN3672.The orthometric height was determined by differential leveling and
 DN3672.adjusted by the NATIONAL GEODETIC SURVEY
 DN3672.in May 2013.
 DN3672
 DN3672.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3672.GEOID18 height accuracy estimate available here.
 DN3672
 DN3672.Click photographs - Photos may exist for this station.
 DN3672
 DN3672.The dynamic height is computed by dividing the NAVD 88
 DN3672.geopotential number by the normal gravity value computed on the
 DN3672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3672.degrees latitude (g = 980.6199 gals.).
 DN3672
 DN3672.The modeled gravity was interpolated from observed gravity values.
 DN3672
 DN3672;                    North         East    Units  Estimated Accuracy
 DN3672;SPC FL E     -   200,439.      121,302.      MT  (+/- 10 meters HH2 GPS)
 DN3672
 DN3672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2132891503(NAD 83)
 DN3672
 DN3672                          SUPERSEDED SURVEY CONTROL
 DN3672
 DN3672.No superseded survey control is available for this station.
 DN3672
 DN3672_MARKER: F = FLANGE-ENCASED ROD
 DN3672_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN3672_STAMPING: 5114 B 2008
 DN3672_MARK LOGO: NGS
 DN3672_PROJECTION: RECESSED 5 CENTIMETERS
 DN3672_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3672_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3672+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2013
 DN3672_ROD/PIPE-DEPTH: 7.1 meters
 DN3672
 DN3672  HISTORY     - Date     Condition        Report By
 DN3672  HISTORY     - 20080712 MONUMENTED       FLDEP
 DN3672  HISTORY     - 20130731 GOOD             FL-021
 DN3672
 DN3672                          STATION DESCRIPTION
 DN3672
 DN3672'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3672'THE MARK IS ABOUT 12.1 MI (19.5 KM) NORTH-NORTHWEST OF MARCO, 8.3 MI
 DN3672'(13.4 KM) NORTHWEST OF BELLE MEADE, 0.5 MI (0.8 KM) EAST OF NAPLES, IN
 DN3672'SECTION 3, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DN3672'
 DN3672'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 31 AND U.S.
 DN3672'HIGHWAY 41 (FIFTH AVENUE SOUTH) IN NAPLES, GO WEST ON U.S. HIGHWAY 41
 DN3672'(FIFTH AVENUE SOUTH) FOR 1.65 MI (2.7 KM) TO THE JUNCTION OF RIVER
 DN3672'POINT DRIVE ON THE RIGHT.  TURN RIGHT ON RIVER POINT DRIVE PARALLELING
 DN3672'U.S. HIGHWAY 41 WESTBOUND LANES AND GO NORTH THEN EAST FOR ABOUT 335.0
 DN3672'FT (102.1 M) TO THE SOUTHWEST CORNER OF JOES CRAB SHACK PARKING LOT
 DN3672'AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT
 DN3672'A DEPTH OF 23.4 FT (7.1 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP
 DN3672'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT 3.0 FT
 DN3672'(0.9 M) BELOW THE LEVEL OF U.S. HIGHWAY 41 WESTBOUND LANES, THE DATUM
 DN3672'POINT IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE NATIONAL
 DN3672'GEODETIC SURVEY LOGO CAP.
 DN3672'
 DN3672'LOCATED ABOUT 335.0 FT (102.1 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DN3672'RIVER POINT DRIVE, 57.0 FT (17.4 M) WEST OF THE WEST BANK OF THE
 DN3672'RIVER, 19.5 FT (5.9 M) NORTHEAST OF A SQUARE CONCRETE POWER POLE
 DN3672'NUMBER 76381933803, 15.0 FT (4.6 M) NORTH-NORTHWEST OF THE NORTH EDGE
 DN3672'OF U.S. HIGHWAY 41 WESTBOUND LANES AND 2.7 FT (0.8 M) SOUTHWEST OF THE
 DN3672'SOUTHEAST CORNER OF JOES CRAB SHACK PARKING LOT.
 DN3672'
 DN3672'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DN3672'CAP.
 DN3672'
 DN3672'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DN3672'NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3672
 DN3672                          STATION RECOVERY (2013)
 DN3672
 DN3672'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3672'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3670 ***********************************************************************
 DN3670  DESIGNATION -  872 5114 C
 DN3670  PID         -  DN3670
 DN3670  STATE/COUNTY-  FL/COLLIER
 DN3670  COUNTRY     -  US
 DN3670  USGS QUAD   -  NAPLES NORTH (2018)
 DN3670
 DN3670                         *CURRENT SURVEY CONTROL
 DN3670  ______________________________________________________________________
 DN3670* NAD 83(1986) POSITION- 26 08 30.9    (N) 081 47 26.0    (W)   HD_HELD2
 DN3670* NAVD 88 ORTHO HEIGHT -     2.656 (meters)        8.71  (feet) ADJUSTED
 DN3670  ______________________________________________________________________
 DN3670  GEOID HEIGHT    -        -23.479 (meters)                     GEOID18
 DN3670  DYNAMIC HEIGHT  -          2.651 (meters)        8.70  (feet) COMP
 DN3670  MODELED GRAVITY -    979,046.8   (mgal)                       NAVD 88
 DN3670
 DN3670  VERT ORDER      -  FIRST     CLASS II
 DN3670
 DN3670.The horizontal coordinates were established by autonomous hand held GPS
 DN3670.observations and have an estimated accuracy of +/- 10 meters.
 DN3670
 DN3670.The orthometric height was determined by differential leveling and
 DN3670.adjusted by the NATIONAL GEODETIC SURVEY
 DN3670.in May 2013.
 DN3670
 DN3670.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3670.GEOID18 height accuracy estimate available here.
 DN3670
 DN3670.Click photographs - Photos may exist for this station.
 DN3670
 DN3670.The dynamic height is computed by dividing the NAVD 88
 DN3670.geopotential number by the normal gravity value computed on the
 DN3670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3670.degrees latitude (g = 980.6199 gals.).
 DN3670
 DN3670.The modeled gravity was interpolated from observed gravity values.
 DN3670
 DN3670;                    North         East    Units  Estimated Accuracy
 DN3670;SPC FL E     -   200,577.      120,950.      MT  (+/- 10 meters HH2 GPS)
 DN3670
 DN3670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2097691640(NAD 83)
 DN3670
 DN3670                          SUPERSEDED SURVEY CONTROL
 DN3670
 DN3670.No superseded survey control is available for this station.
 DN3670
 DN3670_MARKER: DD = SURVEY DISK
 DN3670_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN3670_SP_SET: RETAINING WALL
 DN3670_STAMPING: 5114 C 2008
 DN3670_MARK LOGO: FLDEP
 DN3670_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3670+STABILITY: SURFACE MOTION
 DN3670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3670+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2026
 DN3670
 DN3670  HISTORY     - Date     Condition        Report By
 DN3670  HISTORY     - 2008     MONUMENTED       FLDEP
 DN3670  HISTORY     - 20131126 GOOD             FL-021
 DN3670  HISTORY     - 20160120 GOOD             GEOCAC
 DN3670  HISTORY     - 20260205 GOOD             USPSQD
 DN3670
 DN3670                          STATION DESCRIPTION
 DN3670
 DN3670'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3670'THE MARK IS ABOUT 12.3 MI (19.8 KM) NORTH-NORTHWEST OF MARCO, 8.5 MI
 DN3670'(13.7 KM) NORTHWEST OF BELLE MEADE, 0.3 MI (0.5 KM) EAST OF NAPLES, IN
 DN3670'SECTION 3, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DN3670'
 DN3670'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 31 AND U.S.
 DN3670'HIGHWAY 41 (FIFTH AVENUE SOUTH) IN NAPLES, GO WEST ON U.S. HIGHWAY 41
 DN3670'(FIFTH AVENUE SOUTH) FOR 1.85 MI (3.0 KM) TO THE JUNCTION OF GOODLETE
 DN3670'FRANK ROAD (COUNTY ROAD 851) ON THE RIGHT AND THE MARK ON THE LEFT, AT
 DN3670'THE NORTHWEST CORNER OF A PEDESTRIAN UNDERPASS, SET FLUSH IN THE TOP
 DN3670'OF A RETAINING WALL AND ABOUT 0.5 FT (15 CM) ABOVE THE LEVEL OF U.S.
 DN3670'HIGHWAY 41 EASTBOUND LANES.
 DN3670'
 DN3670'LOCATED 75.0 FT (22.9 M) SOUTHEAST OF THE EXTENDED CENTERLINE OF
 DN3670'GOODLETE FRANK ROAD, 6.8 FT (2.1 M) SOUTHWEST OF THE SOUTHWEST CURB
 DN3670'GUTTER OF U.S. HIGHWAY 41 EASTBOUND LANES, 1.5 FT (0.5 M) SOUTHEAST OF
 DN3670'A PEDESTRIAN UNDERPASS SIGN, 0.8 FT (24 CM) EAST OF THE NORTHEAST END
 DN3670'OF A HAND RAIL AND 0.6 FT (18 CM) SOUTHWEST OF THE NORTHEAST END OF
 DN3670'THE RETAINING WALL.
 DN3670
 DN3670                          STATION RECOVERY (2013)
 DN3670
 DN3670'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3670'RECOVERED IN GOOD CONDITION.
 DN3670
 DN3670                          STATION RECOVERY (2016)
 DN3670
 DN3670'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 DN3670'RECOVERED IN GOOD CONDITION.
 DN3670
 DN3670                          STATION RECOVERY (2026)
 DN3670
 DN3670'RECOVERY NOTE BY US POWER SQUADRON 2026 (STH)
 DN3670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3671 ***********************************************************************
 DN3671  DESIGNATION -  872 5114 D
 DN3671  PID         -  DN3671
 DN3671  STATE/COUNTY-  FL/COLLIER
 DN3671  COUNTRY     -  US
 DN3671  USGS QUAD   -  NAPLES NORTH (2018)
 DN3671
 DN3671                         *CURRENT SURVEY CONTROL
 DN3671  ______________________________________________________________________
 DN3671* NAD 83(1986) POSITION- 26 08 28.4    (N) 081 47 20.0    (W)   HD_HELD2
 DN3671* NAVD 88 ORTHO HEIGHT -     2.947 (meters)        9.67  (feet) ADJUSTED
 DN3671  ______________________________________________________________________
 DN3671  GEOID HEIGHT    -        -23.480 (meters)                     GEOID18
 DN3671  DYNAMIC HEIGHT  -          2.943 (meters)        9.66  (feet) COMP
 DN3671  MODELED GRAVITY -    979,046.8   (mgal)                       NAVD 88
 DN3671
 DN3671  VERT ORDER      -  FIRST     CLASS II
 DN3671
 DN3671.The horizontal coordinates were established by autonomous hand held GPS
 DN3671.observations and have an estimated accuracy of +/- 10 meters.
 DN3671
 DN3671.The orthometric height was determined by differential leveling and
 DN3671.adjusted by the NATIONAL GEODETIC SURVEY
 DN3671.in May 2013.
 DN3671
 DN3671.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3671.GEOID18 height accuracy estimate available here.
 DN3671
 DN3671.Click photographs - Photos may exist for this station.
 DN3671
 DN3671.The dynamic height is computed by dividing the NAVD 88
 DN3671.geopotential number by the normal gravity value computed on the
 DN3671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3671.degrees latitude (g = 980.6199 gals.).
 DN3671
 DN3671.The modeled gravity was interpolated from observed gravity values.
 DN3671
 DN3671;                    North         East    Units  Estimated Accuracy
 DN3671;SPC FL E     -   200,499.      121,116.      MT  (+/- 10 meters HH2 GPS)
 DN3671
 DN3671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ2114291562(NAD 83)
 DN3671
 DN3671                          SUPERSEDED SURVEY CONTROL
 DN3671
 DN3671.No superseded survey control is available for this station.
 DN3671
 DN3671_MARKER: DD = SURVEY DISK
 DN3671_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN3671_SP_SET: SIDEWALK
 DN3671_STAMPING: 5114 D 2008
 DN3671_MARK LOGO: FLDEP
 DN3671_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3671_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN3671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3671+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2016
 DN3671
 DN3671  HISTORY     - Date     Condition        Report By
 DN3671  HISTORY     - 2008     MONUMENTED       FLDEP
 DN3671  HISTORY     - 20131126 GOOD             FL-021
 DN3671  HISTORY     - 20160120 GOOD             GEOCAC
 DN3671
 DN3671                          STATION DESCRIPTION
 DN3671
 DN3671'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3671'THE MARK IS ABOUT 12.2 MI (19.6 KM) NORTH-NORTHWEST OF MARCO, 8.4 MI
 DN3671'(13.5 KM) NORTHWEST OF BELLE MEADE, 0.4 MI (0.6 KM) EAST OF NAPLES, IN
 DN3671'SECTION 3, TOWNSHIP 50 SOUTH, RANGE 25 EAST.
 DN3671'
 DN3671'TO REACH THE MARK FROM THE INTERSECTION OF COUNTY ROAD 31 AND U.S.
 DN3671'HIGHWAY 41 (FIFTH AVENUE SOUTH) IN NAPLES, GO WEST ON U.S. HIGHWAY 41
 DN3671'(FIFTH AVENUE SOUTH) FOR 1.65 MI (2.7 KM) TO THE INTERSECTION OF RIVER
 DN3671'POINT DRIVE.  CONTINUE WEST ON U.S. HIGHWAY 41 (FIFTH AVENUE SOUTH)
 DN3671'FOR 0.05 MI (0.1 KM) TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF
 DN3671'THE SIDEWALK AND ABOUT 0.5 FT (15 CM) ABOVE THE LEVEL OF U.S. HIGHWAY
 DN3671'41 EASTBOUND LANES.
 DN3671'
 DN3671'LOCATED ABOUT 300.0 FT (91.4 M) NORTHWEST OF THE CENTERLINE OF RIVER
 DN3671'POINT DRIVE, 6.5 FT (2.0 M) SOUTHWEST OF THE SOUTHWEST EDGE OF U.S.
 DN3671'HIGHWAY 41 EASTBOUND LANES, 4.0 FT (1.2 M) SOUTHEAST OF THE SOUTHEAST
 DN3671'EDGE OF THE PAVEMENT OF PORT-O-CALL WAY, 3.8 FT (1.2 M) SOUTHEAST OF
 DN3671'THE NORTHWEST END OF THE RETAINING WALL AND 2.0 FT (0.6 M) NORTHEAST
 DN3671'OF A STOP SIGN WITH A RIGHT TURN ONLY SIGN UNDER IT.
 DN3671
 DN3671                          STATION RECOVERY (2013)
 DN3671
 DN3671'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3671'RECOVERED IN GOOD CONDITION.
 DN3671
 DN3671                          STATION RECOVERY (2016)
 DN3671
 DN3671'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 DN3671'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6325 ***********************************************************************
 AD6325  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6325  DESIGNATION -  872 5171 B TIDAL
 AD6325  PID         -  AD6325
 AD6325  STATE/COUNTY-  FL/COLLIER
 AD6325  COUNTRY     -  US
 AD6325  USGS QUAD   -  NAPLES NORTH (2018)
 AD6325
 AD6325                         *CURRENT SURVEY CONTROL
 AD6325  ______________________________________________________________________
 AD6325* NAD 83(1986) POSITION- 26 12 41.     (N) 081 48 39.     (W)   SCALED
 AD6325* NAVD 88 ORTHO HEIGHT -     1.030 (meters)        3.38  (feet) ADJUSTED
 AD6325  ______________________________________________________________________
 AD6325  GEOID HEIGHT    -        -23.606 (meters)                     GEOID18
 AD6325  DYNAMIC HEIGHT  -          1.028 (meters)        3.37  (feet) COMP
 AD6325  MODELED GRAVITY -    979,049.0   (mgal)                       NAVD 88
 AD6325
 AD6325  VERT ORDER      -  SECOND    CLASS I
 AD6325
 AD6325.The horizontal coordinates were scaled from a map and have
 AD6325.an estimated accuracy of +/- 6 seconds.
 AD6325
 AD6325.The orthometric height was determined by differential leveling and
 AD6325.adjusted by the NATIONAL GEODETIC SURVEY
 AD6325.in June 1991.
 AD6325
 AD6325.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6325.GEOID18 height accuracy estimate available here.
 AD6325
 AD6325.This Tidal Bench Mark is designated as VM 16402
 AD6325.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6325
 AD6325.Click photographs - Photos may exist for this station.
 AD6325
 AD6325.The dynamic height is computed by dividing the NAVD 88
 AD6325.geopotential number by the normal gravity value computed on the
 AD6325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6325.degrees latitude (g = 980.6199 gals.).
 AD6325
 AD6325.The modeled gravity was interpolated from observed gravity values.
 AD6325
 AD6325;                    North         East    Units  Estimated Accuracy
 AD6325;SPC FL E     -   208,290.      118,970.      MT  (+/- 180 meters Scaled)
 AD6325
 AD6325_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ189993(NAD 83)
 AD6325
 AD6325                          SUPERSEDED SURVEY CONTROL
 AD6325
 AD6325  NGVD 29 (09/01/92)    1.415  (m)            4.64   (f) ADJUSTED    2 1
 AD6325
 AD6325.Superseded values are not recommended for survey control.
 AD6325
 AD6325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6325.See file dsdata.pdf to determine how the superseded data were derived.
 AD6325
 AD6325_MARKER: DJ = TIDAL STATION DISK
 AD6325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6325_STAMPING: 5171 B 1978
 AD6325_MARK LOGO: NOS
 AD6325_PROJECTION: RECESSED 3 CENTIMETERS
 AD6325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6325+STABILITY: SURFACE MOTION
 AD6325
 AD6325  HISTORY     - Date     Condition        Report By
 AD6325  HISTORY     - 1978     MONUMENTED       NOS
 AD6325  HISTORY     - 1984     GOOD             FLDNR
 AD6325  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD6325  HISTORY     - 20010126 MARK NOT FOUND   USPSQD
 AD6325  HISTORY     - 20121008 MARK NOT FOUND   FL-021
 AD6325
 AD6325                          STATION DESCRIPTION
 AD6325
 AD6325'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6325'3.45 MI NORTH FROM NAPLES.
 AD6325'BEGIN AT THE ENTRANCE TO THE COASTLAND CENTER MALL, GO 2.8 MILES NORTH
 AD6325'ON U.S. HIGHWAY 41 TO THE INTERSECTION OF SEAGATE DRIVE, GO 0.5 MILE
 AD6325'WEST ON SEAGATE DRIVE TO A 90-DEGREE LEFT TURN AND A PRIVATE DRIVE
 AD6325'LEADING WEST, GO 0.15 MILE WEST ON THE PRIVATE DRIVE TO THE MARK.  THE
 AD6325'MARK BEARS 44.5 FEET NORTH OF THE CENTERLINE OF THE DIRT DRIVE, 12
 AD6325'FEET EAST OF THE CENTER OF THE WEST FENCE GATE IN A CHAIN-LINK FENCE,
 AD6325'1.2 FEET SOUTH OF THE FENCE, AND 25.25 FEET NORTH-NORTHWEST OF A
 AD6325'10-INCH DIAMETER PINE TREE.
 AD6325
 AD6325                          STATION RECOVERY (1990)
 AD6325
 AD6325'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6325'MARK NOT FOUND.
 AD6325
 AD6325                          STATION RECOVERY (2001)
 AD6325
 AD6325'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AD6325'MARK NOT FOUND.
 AD6325
 AD6325                          STATION RECOVERY (2012)
 AD6325
 AD6325'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (M)
 AD6325'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6324 ***********************************************************************
 AD6324  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6324  DESIGNATION -  872 5171 D TIDAL
 AD6324  PID         -  AD6324
 AD6324  STATE/COUNTY-  FL/COLLIER
 AD6324  COUNTRY     -  US
 AD6324  USGS QUAD   -  NAPLES NORTH (2018)
 AD6324
 AD6324                         *CURRENT SURVEY CONTROL
 AD6324  ______________________________________________________________________
 AD6324* NAD 83(1986) POSITION- 26 12 41.     (N) 081 48 27.     (W)   SCALED
 AD6324* NAVD 88 ORTHO HEIGHT -     2.780 (meters)        9.12  (feet) ADJUSTED
 AD6324  ______________________________________________________________________
 AD6324  GEOID HEIGHT    -        -23.611 (meters)                     GEOID18
 AD6324  DYNAMIC HEIGHT  -          2.776 (meters)        9.11  (feet) COMP
 AD6324  MODELED GRAVITY -    979,048.9   (mgal)                       NAVD 88
 AD6324
 AD6324  VERT ORDER      -  SECOND    CLASS I
 AD6324
 AD6324.The horizontal coordinates were scaled from a map and have
 AD6324.an estimated accuracy of +/- 6 seconds.
 AD6324
 AD6324.The orthometric height was determined by differential leveling and
 AD6324.adjusted by the NATIONAL GEODETIC SURVEY
 AD6324.in June 1991.
 AD6324
 AD6324.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6324.GEOID18 height accuracy estimate available here.
 AD6324
 AD6324.This Tidal Bench Mark is designated as VM 16404
 AD6324.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6324
 AD6324.Click photographs - Photos may exist for this station.
 AD6324
 AD6324.The dynamic height is computed by dividing the NAVD 88
 AD6324.geopotential number by the normal gravity value computed on the
 AD6324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6324.degrees latitude (g = 980.6199 gals.).
 AD6324
 AD6324.The modeled gravity was interpolated from observed gravity values.
 AD6324
 AD6324;                    North         East    Units  Estimated Accuracy
 AD6324;SPC FL E     -   208,280.      119,300.      MT  (+/- 180 meters Scaled)
 AD6324
 AD6324_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ193993(NAD 83)
 AD6324
 AD6324                          SUPERSEDED SURVEY CONTROL
 AD6324
 AD6324  NGVD 29 (09/01/92)    3.165  (m)           10.38   (f) ADJUSTED    2 1
 AD6324
 AD6324.Superseded values are not recommended for survey control.
 AD6324
 AD6324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6324.See file dsdata.pdf to determine how the superseded data were derived.
 AD6324
 AD6324_MARKER: DJ = TIDAL STATION DISK
 AD6324_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AD6324_STAMPING: 5171 D 1978
 AD6324_MARK LOGO: NOS
 AD6324_PROJECTION: FLUSH
 AD6324_MAGNETIC: I = MARKER IS A STEEL ROD
 AD6324_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6324_ROD/PIPE-DEPTH: 12.2 meters
 AD6324
 AD6324  HISTORY     - Date     Condition        Report By
 AD6324  HISTORY     - 1978     MONUMENTED       NOS
 AD6324  HISTORY     - 1984     GOOD             FLDNR
 AD6324  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD6324  HISTORY     - 20010126 MARK NOT FOUND   USPSQD
 AD6324  HISTORY     - 20121008 MARK NOT FOUND   FL-021
 AD6324
 AD6324                          STATION DESCRIPTION
 AD6324
 AD6324'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6324'3.2 MI NORTH FROM NAPLES.
 AD6324'BEGIN AT THE ENTRANCE TO THE COASTLAND CENTER MALL, GO 2.8 MILES NORTH
 AD6324'ON U.S. HIGHWAY 41 TO THE INTERSECTION OF SEAGATE DRIVE, GO 0.4 MILE
 AD6324'WEST ON SEAGATE DRIVE TO THE MARK.  THE MARK BEARS 170 FEET NORTH OF
 AD6324'THE NORTHEAST CORNER OF THE NORTH NAPLES UNITED METHODIST CHURCH, 43
 AD6324'FEET NORTH OF THE CENTERLINE OF SEAGATE DRIVE, AND 1 FOOT SOUTH OF
 AD6324'UNITED SYSTEM POLE 611.
 AD6324
 AD6324                          STATION RECOVERY (1990)
 AD6324
 AD6324'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6324'MARK NOT FOUND.
 AD6324
 AD6324                          STATION RECOVERY (2001)
 AD6324
 AD6324'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AD6324'MARK NOT FOUND.
 AD6324
 AD6324                          STATION RECOVERY (2012)
 AD6324
 AD6324'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (M)
 AD6324'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6327 ***********************************************************************
 AD6327  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6327  DESIGNATION -  872 5171 E TIDAL
 AD6327  PID         -  AD6327
 AD6327  STATE/COUNTY-  FL/COLLIER
 AD6327  COUNTRY     -  US
 AD6327  USGS QUAD   -  NAPLES NORTH (2018)
 AD6327
 AD6327                         *CURRENT SURVEY CONTROL
 AD6327  ______________________________________________________________________
 AD6327* NAD 83(1986) POSITION- 26 12 41.     (N) 081 48 45.     (W)   SCALED
 AD6327* NAVD 88 ORTHO HEIGHT -     0.371 (meters)        1.22  (feet) ADJUSTED
 AD6327  ______________________________________________________________________
 AD6327  GEOID HEIGHT    -        -23.603 (meters)                     GEOID18
 AD6327  DYNAMIC HEIGHT  -          0.371 (meters)        1.22  (feet) COMP
 AD6327  MODELED GRAVITY -    979,049.0   (mgal)                       NAVD 88
 AD6327
 AD6327  VERT ORDER      -  SECOND    CLASS I
 AD6327
 AD6327.The horizontal coordinates were scaled from a map and have
 AD6327.an estimated accuracy of +/- 6 seconds.
 AD6327
 AD6327.The orthometric height was determined by differential leveling and
 AD6327.adjusted by the NATIONAL GEODETIC SURVEY
 AD6327.in June 1991.
 AD6327
 AD6327.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6327.GEOID18 height accuracy estimate available here.
 AD6327
 AD6327.This Tidal Bench Mark is designated as VM 17145
 AD6327.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6327
 AD6327.Click photographs - Photos may exist for this station.
 AD6327
 AD6327.The dynamic height is computed by dividing the NAVD 88
 AD6327.geopotential number by the normal gravity value computed on the
 AD6327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6327.degrees latitude (g = 980.6199 gals.).
 AD6327
 AD6327.The modeled gravity was interpolated from observed gravity values.
 AD6327
 AD6327;                    North         East    Units  Estimated Accuracy
 AD6327;SPC FL E     -   208,290.      118,800.      MT  (+/- 180 meters Scaled)
 AD6327
 AD6327_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ188993(NAD 83)
 AD6327
 AD6327                          SUPERSEDED SURVEY CONTROL
 AD6327
 AD6327  NGVD 29 (09/01/92)    0.756  (m)            2.48   (f) ADJUSTED    2 1
 AD6327
 AD6327.Superseded values are not recommended for survey control.
 AD6327
 AD6327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6327.See file dsdata.pdf to determine how the superseded data were derived.
 AD6327
 AD6327_MARKER: DD = SURVEY DISK
 AD6327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6327_STAMPING: 5171 E
 AD6327_MARK LOGO: NONE
 AD6327_PROJECTION: RECESSED 8 CENTIMETERS
 AD6327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6327+STABILITY: SURFACE MOTION
 AD6327
 AD6327  HISTORY     - Date     Condition        Report By
 AD6327  HISTORY     - UNK      MONUMENTED       LOCSUR
 AD6327  HISTORY     - 1984     GOOD             FLDNR
 AD6327  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AD6327  HISTORY     - 20010126 MARK NOT FOUND   USPSQD
 AD6327  HISTORY     - 20121008 MARK NOT FOUND   FL-021
 AD6327
 AD6327                          STATION DESCRIPTION
 AD6327
 AD6327'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6327'3.55 MI NORTH FROM NAPLES.
 AD6327'BEGIN AT THE ENTRANCE TO THE COASTLAND CENTER MALL, GO 2.8 MILES NORTH
 AD6327'ON U.S. HIGHWAY 41 TO THE INTERSECTION OF SEAGATE DRIVE, GO 0.5 MILE
 AD6327'WEST ON SEAGATE DRIVE TO A 90-DEGREE LEFT TURN AND A PRIVATE DRIVE
 AD6327'LEADING WEST, GO 0.25 MILE WEST ON THE PRIVATE DRIVE TO ITS END AND
 AD6327'THE MARK.  THE MARK BEARS 14.5 FEET SOUTH OF THE CENTERLINE OF THE
 AD6327'DRIVE, 22.5 FEET EAST OF THE CENTERLINE OF A SHELL BOAT RAMP, 60.7
 AD6327'FEET EAST OF THE WEST END OF A SMALL DOCK, AND 9 FEET NORTH OF THE
 AD6327'EDGE OF A CANAL.
 AD6327
 AD6327                          STATION RECOVERY (1990)
 AD6327
 AD6327'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6327'MARK NOT FOUND.
 AD6327
 AD6327                          STATION RECOVERY (2001)
 AD6327
 AD6327'RECOVERY NOTE BY US POWER SQUADRON 2001 (GG)
 AD6327'MARK NOT FOUND.
 AD6327
 AD6327                          STATION RECOVERY (2012)
 AD6327
 AD6327'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (M)
 AD6327'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3750 ***********************************************************************
 DN3750  DESIGNATION -  872 5171 F
 DN3750  PID         -  DN3750
 DN3750  STATE/COUNTY-  FL/COLLIER
 DN3750  COUNTRY     -  US
 DN3750  USGS QUAD   -  NAPLES NORTH (2018)
 DN3750
 DN3750                         *CURRENT SURVEY CONTROL
 DN3750  ______________________________________________________________________
 DN3750* NAD 83(1986) POSITION- 26 12 40.8    (N) 081 48 28.9    (W)   HD_HELD2
 DN3750* NAVD 88 ORTHO HEIGHT -     2.607 (meters)        8.55  (feet) ADJUSTED
 DN3750  ______________________________________________________________________
 DN3750  GEOID HEIGHT    -        -23.610 (meters)                     GEOID18
 DN3750  DYNAMIC HEIGHT  -          2.603 (meters)        8.54  (feet) COMP
 DN3750  MODELED GRAVITY -    979,048.8   (mgal)                       NAVD 88
 DN3750
 DN3750  VERT ORDER      -  FIRST     CLASS II
 DN3750
 DN3750.The horizontal coordinates were established by autonomous hand held GPS
 DN3750.observations and have an estimated accuracy of +/- 10 meters.
 DN3750
 DN3750.The orthometric height was determined by differential leveling and
 DN3750.adjusted by the NATIONAL GEODETIC SURVEY
 DN3750.in May 2013.
 DN3750
 DN3750.No vertical observational check was made to the station.
 DN3750
 DN3750.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3750.GEOID18 height accuracy estimate available here.
 DN3750
 DN3750.Click photographs - Photos may exist for this station.
 DN3750
 DN3750.The dynamic height is computed by dividing the NAVD 88
 DN3750.geopotential number by the normal gravity value computed on the
 DN3750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3750.degrees latitude (g = 980.6199 gals.).
 DN3750
 DN3750.The modeled gravity was interpolated from observed gravity values.
 DN3750
 DN3750;                    North         East    Units  Estimated Accuracy
 DN3750;SPC FL E     -   208,279.      119,251.      MT  (+/- 10 meters HH2 GPS)
 DN3750
 DN3750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1927899339(NAD 83)
 DN3750
 DN3750                          SUPERSEDED SURVEY CONTROL
 DN3750
 DN3750.No superseded survey control is available for this station.
 DN3750
 DN3750_MARKER: F = FLANGE-ENCASED ROD
 DN3750_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN3750_STAMPING: 5171 F 2008
 DN3750_MARK LOGO: NGS
 DN3750_PROJECTION: RECESSED 3 CENTIMETERS
 DN3750_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3750_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3750+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2026
 DN3750_ROD/PIPE-DEPTH: 16.8 meters
 DN3750
 DN3750  HISTORY     - Date     Condition        Report By
 DN3750  HISTORY     - 20080628 MONUMENTED       FLDEP
 DN3750  HISTORY     - 20130821 GOOD             FL-021
 DN3750  HISTORY     - 20260214 GOOD             FLDEP
 DN3750
 DN3750                          STATION DESCRIPTION
 DN3750
 DN3750'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3750'THE MARK IS ABOUT 13.0 MI (20.9 KM) NORTH-NORTHWEST OF BELLE MEADE,
 DN3750'9.0 MI (14.5 KM) SOUTH-SOUTHWEST OF BONITA SPRINGS, 4.9 MI (7.9 KM)
 DN3750'NORTH OF NAPLES, IN SECTION 9, TOWNSHIP 49 SOUTH, RANGE 25 EAST.
 DN3750'
 DN3750'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (NORTH
 DN3750'TAMIAMI TRAIL) AND COUNTY ROAD 896 (PINE RIDGE ROAD EAST, SEAGATE
 DN3750'DRIVE WEST) ON THE NORTH SIDE OF NAPLES, GO WEST ON SEAGATE DRIVE FOR
 DN3750'0.5 MI (0.8 KM) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN
 DN3750'TO REFUSAL AT A DEPTH OF 55.0 FT (16.8 M) WITH A NATIONAL GEODETIC
 DN3750'SURVEY LOGO CAP RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE GROUND
 DN3750'AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF SEAGATE DRIVE, THE DATUM POINT
 DN3750'IS RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC
 DN3750'SURVEY LOGO CAP.
 DN3750'
 DN3750'LOCATED 99.0 FT (30.2 M) EAST OF A WOODEN POWER POLE NUMBER 762865251,
 DN3750'93.5 FT (28.5 M) WEST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY
 DN3750'ENTRANCE TO A PARKING LOT, 86.8 FT (26.5 M) EAST OF A UTILITY BOX,
 DN3750'55.0 FT (16.8 M) EAST OF THE EXTENDED CENTERLINE OF CLAYTON ROAD, 36.0
 DN3750'FT (11.0 M) NORTH OF THE NORTH CURB GUTTER OF SEAGATE DRIVE, 17.5 FT
 DN3750'(5.3 M) NORTH OF THE NORTH EDGE OF A SIDEWALK, 13.9 FT (4.2 M) WEST OF
 DN3750'A CARSONITE WITNESS POST AND 13.6 FT (4.1 M) WEST OF THE SOUTH END OF
 DN3750'A WOODEN FENCE.
 DN3750'
 DN3750'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DN3750'CAP.
 DN3750'
 DN3750'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DN3750'NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3750
 DN3750                          STATION RECOVERY (2013)
 DN3750
 DN3750'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3750'RECOVERED IN GOOD CONDITION.
 DN3750
 DN3750                          STATION RECOVERY (2026)
 DN3750
 DN3750'RECOVERY NOTE BY FL DEPT OF ENV PRO 2026 (RXG)
 DN3750'RECOVERED IN GOOD CONDITION.
 DN3750'
 DN3750'NOTE-WITH THE FOLLOWING ADDITIONS: LOCATED 50.5 FT (15.4 M) NORTH OF
 DN3750'THE CENTERLINE OF SEAGATE DRIVE, 44.6 FT (13.6 M) NORTHWEST OF A WOOD
 DN3750'POWER POLE AND 66.6 FT (20.3 M) EAST OF ANOTHER WOOD POWERPOLE.
 DN3750'
 DN3750'NOTE: THE MARK IS SHOWING SOME SIGNS OF WEAR.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3751 ***********************************************************************
 DN3751  DESIGNATION -  872 5171 G
 DN3751  PID         -  DN3751
 DN3751  STATE/COUNTY-  FL/COLLIER
 DN3751  COUNTRY     -  US
 DN3751  USGS QUAD   -  NAPLES NORTH (2018)
 DN3751
 DN3751                         *CURRENT SURVEY CONTROL
 DN3751  ______________________________________________________________________
 DN3751* NAD 83(1986) POSITION- 26 12 39.76   (N) 081 48 31.54   (W)   HD_HELD1
 DN3751* NAVD 88 ORTHO HEIGHT -     2.073 (meters)        6.80  (feet) ADJUSTED
 DN3751  ______________________________________________________________________
 DN3751  GEOID HEIGHT    -        -23.608 (meters)                     GEOID18
 DN3751  DYNAMIC HEIGHT  -          2.069 (meters)        6.79  (feet) COMP
 DN3751  MODELED GRAVITY -    979,048.8   (mgal)                       NAVD 88
 DN3751
 DN3751  VERT ORDER      -  FIRST     CLASS II
 DN3751
 DN3751.The horizontal coordinates were determined by differentially corrected
 DN3751.hand held GPS observations or other comparable positioning techniques
 DN3751.and have an estimated accuracy of +/- 3 meters.
 DN3751
 DN3751.The orthometric height was determined by differential leveling and
 DN3751.adjusted by the NATIONAL GEODETIC SURVEY
 DN3751.in May 2013.
 DN3751
 DN3751.No vertical observational check was made to the station.
 DN3751
 DN3751.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3751.GEOID18 height accuracy estimate available here.
 DN3751
 DN3751.Click photographs - Photos may exist for this station.
 DN3751
 DN3751.The dynamic height is computed by dividing the NAVD 88
 DN3751.geopotential number by the normal gravity value computed on the
 DN3751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3751.degrees latitude (g = 980.6199 gals.).
 DN3751
 DN3751.The modeled gravity was interpolated from observed gravity values.
 DN3751
 DN3751;                    North         East    Units  Estimated Accuracy
 DN3751;SPC FL E     -   208,247.0     119,177.0     MT  (+/- 3 meters HH1 GPS) 
 DN3751
 DN3751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1920499307(NAD 83)
 DN3751
 DN3751                          SUPERSEDED SURVEY CONTROL
 DN3751
 DN3751.No superseded survey control is available for this station.
 DN3751
 DN3751_MARKER: DD = SURVEY DISK
 DN3751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3751_STAMPING: 5171 G 2008
 DN3751_MARK LOGO: FLDEP
 DN3751_PROJECTION: RECESSED 10 CENTIMETERS
 DN3751_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3751+STABILITY: SURFACE MOTION
 DN3751_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN3751+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2026
 DN3751
 DN3751  HISTORY     - Date     Condition        Report By
 DN3751  HISTORY     - 20080628 MONUMENTED       FLDEP
 DN3751  HISTORY     - 20130821 GOOD             FL-021
 DN3751  HISTORY     - 20260214 GOOD             FLDEP
 DN3751
 DN3751                          STATION DESCRIPTION
 DN3751
 DN3751'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3751'THE MARK IS ABOUT 13.0 MI (20.9 KM) NORTH-NORTHWEST OF BELLE MEADE,
 DN3751'9.0 MI (14.5 KM) SOUTH-SOUTHWEST OF BONITA SPRINGS, 4.9 MI (7.9 KM)
 DN3751'NORTH OF NAPLES, IN SECTION 16, TOWNSHIP 49 SOUTH, RANGE 25 EAST.
 DN3751'
 DN3751'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (NORTH
 DN3751'TAMIAMI TRAIL) AND COUNTY ROAD 896 (PINE RIDGE ROAD EAST, SEAGATE
 DN3751'DRIVE WEST) ON THE NORTH SIDE OF NAPLES, GO WEST ON SEAGATE DRIVE FOR
 DN3751'0.55 MI (0.9 KM) TO A 90 DEGREE TURN SOUTH AND THE MARK ON THE LEFT,
 DN3751'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.4 FT (12 CM)
 DN3751'BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH THE SEAGATE BEACH
 DN3751'CLUB EXIT ROAD.
 DN3751'
 DN3751'LOCATED 192.0 FT (58.5 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DN3751'CLAYTON ROAD LEADING SOUTH, 45.0 FT (13.7 M) WEST OF THE APPROXIMATE
 DN3751'CENTERLINE OF SEAGATE DRIVE, 29.7 FT (9.1 M) WEST OF A STOP SIGN, 13.5
 DN3751'FT (4.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE EXIT ROAD OF
 DN3751'SEAGATE BEACH CLUB, 6.0 FT (1.8 M) EAST OF THE EAST END OF A CONCRETE
 DN3751'WALL AND 5.2 FT (1.6 M) EAST OF A CARSONITE WITNESS POST.
 DN3751'
 DN3751'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DN3751'MONUMENT.
 DN3751
 DN3751                          STATION RECOVERY (2013)
 DN3751
 DN3751'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3751'RECOVERED IN GOOD CONDITION.
 DN3751
 DN3751                          STATION RECOVERY (2026)
 DN3751
 DN3751'RECOVERY NOTE BY FL DEPT OF ENV PRO 2026 (RXG)
 DN3751'RECOVERED IN GOOD CONDITION.
 DN3751'
 DN3751'NOTE- WITH THE FOLLOWING ADDITIONS: 3.3 FT (1.0 M) NORTH OF A
 DN3751'CARSONITE WITNESS POST.
 DN3751'
 DN3751'NOTE: DISK IS IN FAIR CONDITION, SURFACE HAS SEVERAL SCRAPES.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3752 ***********************************************************************
 DN3752  DESIGNATION -  872 5171 H
 DN3752  PID         -  DN3752
 DN3752  STATE/COUNTY-  FL/COLLIER
 DN3752  COUNTRY     -  US
 DN3752  USGS QUAD   -  NAPLES NORTH (2018)
 DN3752
 DN3752                         *CURRENT SURVEY CONTROL
 DN3752  ______________________________________________________________________
 DN3752* NAD 83(1986) POSITION- 26 12 39.76   (N) 081 48 35.49   (W)   HD_HELD1
 DN3752* NAVD 88 ORTHO HEIGHT -     1.643 (meters)        5.39  (feet) ADJUSTED
 DN3752  ______________________________________________________________________
 DN3752  GEOID HEIGHT    -        -23.606 (meters)                     GEOID18
 DN3752  DYNAMIC HEIGHT  -          1.641 (meters)        5.38  (feet) COMP
 DN3752  MODELED GRAVITY -    979,048.9   (mgal)                       NAVD 88
 DN3752
 DN3752  VERT ORDER      -  FIRST     CLASS II
 DN3752
 DN3752.The horizontal coordinates were determined by differentially corrected
 DN3752.hand held GPS observations or other comparable positioning techniques
 DN3752.and have an estimated accuracy of +/- 3 meters.
 DN3752
 DN3752.The orthometric height was determined by differential leveling and
 DN3752.adjusted by the NATIONAL GEODETIC SURVEY
 DN3752.in May 2013.
 DN3752
 DN3752.No vertical observational check was made to the station.
 DN3752
 DN3752.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3752.GEOID18 height accuracy estimate available here.
 DN3752
 DN3752.Click photographs - Photos may exist for this station.
 DN3752
 DN3752.The dynamic height is computed by dividing the NAVD 88
 DN3752.geopotential number by the normal gravity value computed on the
 DN3752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3752.degrees latitude (g = 980.6199 gals.).
 DN3752
 DN3752.The modeled gravity was interpolated from observed gravity values.
 DN3752
 DN3752;                    North         East    Units  Estimated Accuracy
 DN3752;SPC FL E     -   208,247.6     119,067.4     MT  (+/- 3 meters HH1 GPS) 
 DN3752
 DN3752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1909499308(NAD 83)
 DN3752
 DN3752                          SUPERSEDED SURVEY CONTROL
 DN3752
 DN3752.No superseded survey control is available for this station.
 DN3752
 DN3752_MARKER: DD = SURVEY DISK
 DN3752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3752_STAMPING: 5171 H 2008
 DN3752_MARK LOGO: FLDEP
 DN3752_PROJECTION: RECESSED 8 CENTIMETERS
 DN3752_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3752+STABILITY: SURFACE MOTION
 DN3752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN3752+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2026
 DN3752
 DN3752  HISTORY     - Date     Condition        Report By
 DN3752  HISTORY     - 20080628 MONUMENTED       FLDEP
 DN3752  HISTORY     - 20130913 GOOD             FL-021
 DN3752  HISTORY     - 20260214 GOOD             FLDEP
 DN3752
 DN3752                          STATION DESCRIPTION
 DN3752
 DN3752'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3752'THE MARK IS ABOUT 13.1 MI (21.1 KM) NORTH-NORTHWEST OF BELLE MEADE,
 DN3752'9.0 MI (14.5 KM) SOUTH-SOUTHWEST OF BONITA SPRINGS, 4.9 MI (7.9 KM)
 DN3752'NORTH OF NAPLES, IN SECTION 16, TOWNSHIP 49 SOUTH, RANGE 25 EAST.
 DN3752'
 DN3752'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (NORTH
 DN3752'TAMIAMI TRAIL) AND COUNTY ROAD 896 (PINE RIDGE ROAD EAST, SEAGATE
 DN3752'DRIVE WEST) ON THE NORTH SIDE OF NAPLES, GO WEST ON SEAGATE DRIVE FOR
 DN3752'0.55 MI (0.9 KM) TO A 90 DEGREE TURN SOUTH.  CONTINUE WEST ON THE
 DN3752'PAVED ROAD FOR 0.5 MI (0.8 KM) TO THE SEAGATE BEACH CLUB ATTENDANT
 DN3752'BUILDING ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A
 DN3752'ROUND CONCRETE MONUMENT RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE
 DN3752'GROUND AND ABOUT LEVEL WITH THE SEAGATE BEACH CLUB EXIT ROAD.
 DN3752'
 DN3752'LOCATED 21.7 FT (6.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DN3752'ATTENDANT BUILDING, 11.5 FT (3.5 M) EAST OF A STOP SIGN, 10.5 FT (3.2
 DN3752'M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE CLUB EXIT ROAD, 6.0 FT
 DN3752'(1.8 M) EAST-NORTHEAST OF THE SOUTH END OF A 3.0 FT (0.9 M) TALL
 DN3752'ALUMINUM FENCE, 2.5 FT (0.8 M) NORTH OF A CONCRETE STUCCO WALL AND 2.4
 DN3752'FT (0.7 M) NORTH OF A CARSONITE WITNESS POST.    NOTE A MAGNET WAS
 DN3752'IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE MONUMENT.
 DN3752
 DN3752                          STATION RECOVERY (2013)
 DN3752
 DN3752'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3752'RECOVERED IN GOOD CONDITION.
 DN3752
 DN3752                          STATION RECOVERY (2026)
 DN3752
 DN3752'RECOVERY NOTE BY FL DEPT OF ENV PRO 2026 (RXG)
 DN3752'RECOVERED IN GOOD CONDITION.
 DN3752'
 DN3752'NOTE-WITH THE FOLLOWING ADDITIONS: LOCATED 31.9 FT (9.7 M) SOUTHEAST
 DN3752'OF THE SOUTHWEST CORNER OF BUILDING AND 2.4 FT (0.7 M) NORTH OF THE
 DN3752'STUCCO WALL.
 DN3752'
 DN3752'NOTE: DISK SHOWING SIGNS OF WEAR.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3754 ***********************************************************************
 DN3754  DESIGNATION -  872 5171 J
 DN3754  PID         -  DN3754
 DN3754  STATE/COUNTY-  FL/COLLIER
 DN3754  COUNTRY     -  US
 DN3754  USGS QUAD   -  NAPLES NORTH (2018)
 DN3754
 DN3754                         *CURRENT SURVEY CONTROL
 DN3754  ______________________________________________________________________
 DN3754* NAD 83(1986) POSITION- 26 12 39.68   (N) 081 48 43.57   (W)   HD_HELD1
 DN3754* NAVD 88 ORTHO HEIGHT -     1.420 (meters)        4.66  (feet) ADJUSTED
 DN3754  ______________________________________________________________________
 DN3754  GEOID HEIGHT    -        -23.603 (meters)                     GEOID18
 DN3754  DYNAMIC HEIGHT  -          1.418 (meters)        4.65  (feet) COMP
 DN3754  MODELED GRAVITY -    979,048.9   (mgal)                       NAVD 88
 DN3754
 DN3754  VERT ORDER      -  FIRST     CLASS II
 DN3754
 DN3754.The horizontal coordinates were determined by differentially corrected
 DN3754.hand held GPS observations or other comparable positioning techniques
 DN3754.and have an estimated accuracy of +/- 3 meters.
 DN3754
 DN3754.The orthometric height was determined by differential leveling and
 DN3754.adjusted by the NATIONAL GEODETIC SURVEY
 DN3754.in May 2013.
 DN3754
 DN3754.No vertical observational check was made to the station.
 DN3754
 DN3754.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3754.GEOID18 height accuracy estimate available here.
 DN3754
 DN3754.Click photographs - Photos may exist for this station.
 DN3754
 DN3754.The dynamic height is computed by dividing the NAVD 88
 DN3754.geopotential number by the normal gravity value computed on the
 DN3754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3754.degrees latitude (g = 980.6199 gals.).
 DN3754
 DN3754.The modeled gravity was interpolated from observed gravity values.
 DN3754
 DN3754;                    North         East    Units  Estimated Accuracy
 DN3754;SPC FL E     -   208,246.6     118,843.0     MT  (+/- 3 meters HH1 GPS) 
 DN3754
 DN3754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1887099307(NAD 83)
 DN3754
 DN3754                          SUPERSEDED SURVEY CONTROL
 DN3754
 DN3754.No superseded survey control is available for this station.
 DN3754
 DN3754_MARKER: DD = SURVEY DISK
 DN3754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3754_STAMPING: 5171 J 2008
 DN3754_MARK LOGO: FLDEP
 DN3754_PROJECTION: RECESSED 5 CENTIMETERS
 DN3754_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3754+STABILITY: SURFACE MOTION
 DN3754_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN3754+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2026
 DN3754
 DN3754  HISTORY     - Date     Condition        Report By
 DN3754  HISTORY     - 20080628 MONUMENTED       FLDEP
 DN3754  HISTORY     - 20130913 GOOD             FL-021
 DN3754  HISTORY     - 20260214 GOOD             FLDEP
 DN3754
 DN3754                          STATION DESCRIPTION
 DN3754
 DN3754'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3754'THE MARK IS ABOUT 13.1 MI (21.1 KM) NORTH-NORTHWEST OF BELLE MEADE,
 DN3754'9.1 MI (14.6 KM) SOUTH-SOUTHWEST OF BONITA SPRINGS, 4.9 MI (7.9 KM)
 DN3754'NORTH-NORTHWEST OF NAPLES, IN SECTION 16, TOWNSHIP 49 SOUTH, RANGE 25
 DN3754'EAST.
 DN3754'
 DN3754'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (NORTH
 DN3754'TAMIAMI TRAIL) AND COUNTY ROAD 896 (PINE RIDGE ROAD EAST, SEAGATE
 DN3754'DRIVE WEST) ON THE NORTH SIDE OF NAPLES, GO WEST ON SEAGATE DRIVE FOR
 DN3754'0.55 MI (0.9 KM) TO A 90 DEGREE TURN SOUTH.  CONTINUE WEST ON THE
 DN3754'PAVED ROAD FOR 0.5 MI (0.8 KM) TO THE SEAGATE BEACH CLUB ATTENDANT
 DN3754'BUILDING ON THE LEFT.  CONTINUE WEST ON THE CLUB ROAD FOR 0.15 MI (0.2
 DN3754'KM) TO THE WEST END OF THE PARKING LOT, A 6.0 FT (1.8 M) TALL METAL
 DN3754'GATE WITH A PROSPERITY OF PELICAN BAY FOUNDATION INCORPORATED SIGN
 DN3754'ATTACHED AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DN3754'MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DN3754'BELOW THE LEVEL OF PARK ROAD.
 DN3754'
 DN3754'LOCATED 26.0 FT (7.9 M) SOUTHEAST OF THE METAL GATE ACROSS A CANOE
 DN3754'ACCESS ROAD, 9.8 FT (3.0 M) SOUTH OF THE SOUTH EDGE OF THE PAVEMENT OF
 DN3754'THE SEAGATE BEACH CLUB ROAD, 3.0 FT (0.9 M) NORTH-NORTHEAST OF THE
 DN3754'EAST END OF A 6.0 FT (1.8 M) TALL CHAIN LINK FENCE, 2.4 FT (0.7 M)
 DN3754'NORTH-NORTHEAST OF THE WEST END OF A CONCRETE STUCCO WALL AND 2.0 FT
 DN3754'(0.6 M) NORTH OF A CARSONITE WITNESS POST.
 DN3754'
 DN3754'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DN3754'MONUMENT.
 DN3754
 DN3754                          STATION RECOVERY (2013)
 DN3754
 DN3754'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3754'RECOVERED IN GOOD CONDITION.
 DN3754
 DN3754                          STATION RECOVERY (2026)
 DN3754
 DN3754'RECOVERY NOTE BY FL DEPT OF ENV PRO 2026 (RXG)
 DN3754'RECOVERED IN GOOD CONDITION.
 DN3754'
 DN3754'NOTE-WITH THE FOLLOWING ADDITIONS: LOCATE 24.4 FT (7.4 M)  SOUTH OF
 DN3754'THE CENTERLINE OF A BOAT RAMP AND 20.2 FT (6.2 M) SOUTH EAST OF A
 DN3754'CHAIN LINK FENCE GATE.
 DN3754'
 DN3754'NOTE: DISK SURFACE HAS SCRATCHES AND WEAR.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3753 ***********************************************************************
 DN3753  DESIGNATION -  872 5171 K
 DN3753  PID         -  DN3753
 DN3753  STATE/COUNTY-  FL/COLLIER
 DN3753  COUNTRY     -  US
 DN3753  USGS QUAD   -  NAPLES NORTH (2018)
 DN3753
 DN3753                         *CURRENT SURVEY CONTROL
 DN3753  ______________________________________________________________________
 DN3753* NAD 83(1986) POSITION- 26 12 41.84   (N) 081 48 41.23   (W)   HD_HELD1
 DN3753* NAVD 88 ORTHO HEIGHT -     1.563 (meters)        5.13  (feet) ADJUSTED
 DN3753  ______________________________________________________________________
 DN3753  GEOID HEIGHT    -        -23.605 (meters)                     GEOID18
 DN3753  DYNAMIC HEIGHT  -          1.561 (meters)        5.12  (feet) COMP
 DN3753  MODELED GRAVITY -    979,048.9   (mgal)                       NAVD 88
 DN3753
 DN3753  VERT ORDER      -  FIRST     CLASS II
 DN3753
 DN3753.The horizontal coordinates were determined by differentially corrected
 DN3753.hand held GPS observations or other comparable positioning techniques
 DN3753.and have an estimated accuracy of +/- 3 meters.
 DN3753
 DN3753.The orthometric height was determined by differential leveling and
 DN3753.adjusted by the NATIONAL GEODETIC SURVEY
 DN3753.in May 2013.
 DN3753
 DN3753.No vertical observational check was made to the station.
 DN3753
 DN3753.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3753.GEOID18 height accuracy estimate available here.
 DN3753
 DN3753.Click photographs - Photos may exist for this station.
 DN3753
 DN3753.The dynamic height is computed by dividing the NAVD 88
 DN3753.geopotential number by the normal gravity value computed on the
 DN3753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3753.degrees latitude (g = 980.6199 gals.).
 DN3753
 DN3753.The modeled gravity was interpolated from observed gravity values.
 DN3753
 DN3753;                    North         East    Units  Estimated Accuracy
 DN3753;SPC FL E     -   208,312.7     118,908.4     MT  (+/- 3 meters HH1 GPS) 
 DN3753
 DN3753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMJ1893699373(NAD 83)
 DN3753
 DN3753                          SUPERSEDED SURVEY CONTROL
 DN3753
 DN3753.No superseded survey control is available for this station.
 DN3753
 DN3753_MARKER: DD = SURVEY DISK
 DN3753_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN3753_SP_SET: BOX DRAIN
 DN3753_STAMPING: 5171 K 2008
 DN3753_MARK LOGO: FLDEP
 DN3753_PROJECTION: FLUSH
 DN3753_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3753_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN3753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3753+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2026
 DN3753
 DN3753  HISTORY     - Date     Condition        Report By
 DN3753  HISTORY     - 20080628 MONUMENTED       FLDEP
 DN3753  HISTORY     - 20130913 GOOD             FL-021
 DN3753  HISTORY     - 20260214 GOOD             FLDEP
 DN3753
 DN3753                          STATION DESCRIPTION
 DN3753
 DN3753'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3753'THE MARK IS ABOUT 13.1 MI (21.1 KM) NORTH-NORTHWEST OF BELLE MEADE,
 DN3753'9.0 MI (14.5 KM) SOUTH-SOUTHWEST OF BONITA SPRINGS, 4.9 MI (7.9 KM)
 DN3753'NORTH-NORTHWEST OF NAPLES, IN SECTION 9, TOWNSHIP 49 SOUTH, RANGE 25
 DN3753'EAST.
 DN3753'
 DN3753'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (NORTH
 DN3753'TAMIAMI TRAIL) AND COUNTY ROAD 896 (PINE RIDGE ROAD EAST, SEAGATE
 DN3753'DRIVE WEST) ON THE NORTH SIDE OF NAPLES, GO WEST ON SEAGATE DRIVE FOR
 DN3753'0.55 MI (0.9 KM) TO A 90 DEGREE TURN SOUTH.  CONTINUE WEST ON THE
 DN3753'PAVED ROAD FOR 0.5 MI (0.8 KM) TO THE SEAGATE BEACH CLUB ATTENDANT
 DN3753'BUILDING ON THE LEFT.  CONTINUE WEST ON THE CLUB ROAD FOR 0.1 MI (0.2
 DN3753'KM) TO A PAVED PATHWAY LEADING NORTH AND THE MARK ON THE RIGHT, SET
 DN3753'FLUSH IN THE TOP THE SOUTHWEST CORNER OF A 4.0 FT (1.2 M) BY 5.5 FT
 DN3753'(1.7 M) CONCRETE BOX DRAIN, ON THE WEST SIDE OF THE POND AND ABOUT 1.0
 DN3753'FT (0.3 M) ABOVE THE LEVEL OF THE PAVED PATHWAY.
 DN3753'
 DN3753'LOCATED ABOUT 300.0 FT (91.4 M) NORTHEAST OF AN FLDEP SURVEY DISK 5171
 DN3753'J 2008, ABOUT 128.0 FT (39.0 M) SOUTH OF A ROUND WATER SHOWER ON THE
 DN3753'NORTH SIDE OF THE SEAGATE BEACH CLUB POOL ENTRANCE GATE, ABOUT 123.0
 DN3753'FT (37.5 M) SOUTH OF THE ENTRANCE TO THE CLUB POOL, 78.0 FT (23.8 M)
 DN3753'NORTH OF THE NORTH SIDE OF THE PARK PARKING LOT, 75.0 FT (22.9 M)
 DN3753'SOUTH OF THE SOUTH END OF A WOODEN HAND RAIL FOR A WALKWAY, 69.0 FT
 DN3753'(21.0 M) NORTH-NORTHEAST OF THE ENTRANCE GATE TO THE PAVED TRAIL AND
 DN3753'19.0 FT (5.8 M) EAST OF THE APPROXIMATE CENTERLINE OF THE PAVED
 DN3753'PATHWAY.
 DN3753
 DN3753                          STATION RECOVERY (2013)
 DN3753
 DN3753'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3753'RECOVERED IN GOOD CONDITION.
 DN3753
 DN3753                          STATION RECOVERY (2026)
 DN3753
 DN3753'RECOVERY NOTE BY FL DEPT OF ENV PRO 2026 (RXG)
 DN3753'RECOVERED IN GOOD CONDITION.
 DN3753'
 DN3753'NOTE-WITH THE FOLLOWING ADDITIONS: LOCATED 3.6 FT (1.1 M) WEST OF THE
 DN3753'EAST EDGE OF LAKE CONTROL STRUCTURE AND 0.3 FT (9 CM) NORTHEAST OF THE
 DN3753'SOUTHEAST CORNER OF THE LAKE CONTROL STRUCTURE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6309 ***********************************************************************
 AD6309  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6309  DESIGNATION -  872 5222 A TIDAL
 AD6309  PID         -  AD6309
 AD6309  STATE/COUNTY-  FL/COLLIER
 AD6309  COUNTRY     -  US
 AD6309  USGS QUAD   -  BONITA SPRINGS (2018)
 AD6309
 AD6309                         *CURRENT SURVEY CONTROL
 AD6309  ______________________________________________________________________
 AD6309* NAD 83(2011) POSITION- 26 16 36.22561(N) 081 49 26.66082(W)   ADJUSTED
 AD6309* NAD 83(2011) ELLIP HT-   -22.982 (meters)        (06/27/12)   ADJUSTED
 AD6309* NAD 83(2011) EPOCH   -  2010.00
 AD6309* NAVD 88 ORTHO HEIGHT -     0.784 (meters)        2.57  (feet) ADJUSTED
 AD6309  ______________________________________________________________________
 AD6309  GEOID HEIGHT    -        -23.746 (meters)                     GEOID18
 AD6309  NAD 83(2011) X  -    813,856.326 (meters)                     COMP
 AD6309  NAD 83(2011) Y  - -5,664,629.337 (meters)                     COMP
 AD6309  NAD 83(2011) Z  -  2,806,575.223 (meters)                     COMP
 AD6309  LAPLACE CORR    -         -1.39  (seconds)                    DEFLEC18
 AD6309  DYNAMIC HEIGHT  -          0.783 (meters)        2.57  (feet) COMP
 AD6309  MODELED GRAVITY -    979,051.0   (mgal)                       NAVD 88
 AD6309
 AD6309  VERT ORDER      -  FIRST     CLASS II
 AD6309
 AD6309  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD6309  Standards:
 AD6309         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD6309            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD6309  -------------------------------------------------------------------
 AD6309  NETWORK    0.65   1.33           0.26   0.27   0.68     -0.16962661
 AD6309  -------------------------------------------------------------------
 AD6309  Click here for local accuracies and other accuracy information.
 AD6309
 AD6309.The horizontal coordinates were established by GPS observations
 AD6309.and adjusted by the National Geodetic Survey in June 2012.
 AD6309
 AD6309.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD6309.been affixed to the stable North American tectonic plate. See 
 AD6309.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD6309
 AD6309.The horizontal coordinates are valid at the epoch date displayed above
 AD6309.which is a decimal equivalence of Year/Month/Day.
 AD6309
 AD6309.The orthometric height was determined by differential leveling and
 AD6309.adjusted by the NATIONAL GEODETIC SURVEY
 AD6309.in May 2013.
 AD6309
 AD6309.No vertical observational check was made to the station.
 AD6309
 AD6309.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6309.GEOID18 height accuracy estimate available here.
 AD6309
 AD6309.This Tidal Bench Mark is designated as VM 7846
 AD6309.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6309
 AD6309.Click photographs - Photos may exist for this station.
 AD6309
 AD6309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD6309
 AD6309.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD6309
 AD6309.The ellipsoidal height was determined by GPS observations
 AD6309.and is referenced to NAD 83.
 AD6309
 AD6309.The dynamic height is computed by dividing the NAVD 88
 AD6309.geopotential number by the normal gravity value computed on the
 AD6309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6309.degrees latitude (g = 980.6199 gals.).
 AD6309
 AD6309.The modeled gravity was interpolated from observed gravity values.
 AD6309
 AD6309. The following values were computed from the NAD 83(2011) position.
 AD6309
 AD6309;                    North         East     Units Scale Factor Converg.
 AD6309;SPC FL E     -   215,533.970   117,693.114   MT  1.00002479   -0 21 53.4
 AD6309;SPC FL E     -   707,131.03    386,131.49   sFT  1.00002479   -0 21 53.4
 AD6309;UTM  17      - 2,906,592.412   417,721.197   MT  0.99968358   -0 21 53.4
 AD6309
 AD6309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD6309!SPC FL E     -   1.00000361  x   1.00002479  =   1.00002840
 AD6309!UTM  17      -   1.00000361  x   0.99968358  =   0.99968719
 AD6309
 AD6309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1772106592(NAD 83)
 AD6309
 AD6309                          SUPERSEDED SURVEY CONTROL
 AD6309
 AD6309  NAD 83(2007)-  26 16 36.22595(N)    081 49 26.66156(W) AD(2002.00) 0
 AD6309  ELLIP H (02/10/07)  -22.936  (m)                       GP(2002.00)    
 AD6309  NAD 83(1999)-  26 16 36.22565(N)    081 49 26.66147(W) AD(       ) A
 AD6309  ELLIP H (12/09/02)  -22.940  (m)                       GP(       ) 4 1
 AD6309  NAVD 88               0.78   (m)            2.6    (f) LEVELING    3  
 AD6309  NAVD 88 (06/15/91)    0.778  (m)            2.55   (f) SUPERSEDED  2 1
 AD6309  NGVD 29 (09/01/92)    1.154  (m)            3.79   (f) ADJUSTED    2 1
 AD6309
 AD6309.Superseded values are not recommended for survey control.
 AD6309
 AD6309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6309.See file dsdata.pdf to determine how the superseded data were derived.
 AD6309
 AD6309_MARKER: DJ = TIDAL STATION DISK
 AD6309_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6309_SP_SET: SEAWALL
 AD6309_STAMPING: 5222 A 1978
 AD6309_MARK LOGO: NOS
 AD6309_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6309+STABILITY: SURFACE MOTION
 AD6309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6309+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AD6309
 AD6309  HISTORY     - Date     Condition        Report By
 AD6309  HISTORY     - 1978     MONUMENTED       NOS
 AD6309  HISTORY     - 1984     GOOD             FLDNR
 AD6309  HISTORY     - 19991231 GOOD             USPSQD
 AD6309  HISTORY     - 20020221 GOOD             NGS
 AD6309  HISTORY     - 20020228 GOOD             MAPTEC
 AD6309  HISTORY     - 20020520 GOOD             MAPTEC
 AD6309  HISTORY     - 20050215 GOOD             FLDEP
 AD6309  HISTORY     - 20080421 GOOD             INDIV
 AD6309  HISTORY     - 20080806 GOOD             FLDEP
 AD6309  HISTORY     - 20120620 GOOD             FLDEP
 AD6309
 AD6309                          STATION DESCRIPTION
 AD6309
 AD6309'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6309'1.5 MI WEST FROM NAPLES PARK.
 AD6309'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6309'1.5 MILES WEST ON C 846 TO THE VANDERBILT TOWERS CONDOMINIUMS AND THE
 AD6309'MARK LOCATION.  THE MARK IS SET IN THE SEAWALL NEAR THE NORTHEAST
 AD6309'CORNER OF THE PROPERTY, 0.3 MILE NORTH OF THE HIGHWAY, 170 FEET EAST
 AD6309'OF THE NORTHERNMOST CONDOMINIUM, AND 74 FEET SOUTH OF A CURVE IN THE
 AD6309'SEAWALL.
 AD6309
 AD6309                          STATION RECOVERY (1999)
 AD6309
 AD6309'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD6309'RECOVERED IN GOOD CONDITION.
 AD6309
 AD6309                          STATION RECOVERY (2002)
 AD6309
 AD6309'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2002 (RWA)
 AD6309'RECOVERED IN GOOD CONDITION.
 AD6309
 AD6309                          STATION RECOVERY (2002)
 AD6309
 AD6309'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AD6309'RECOVERED AS DESCRIBED
 AD6309
 AD6309                          STATION RECOVERY (2002)
 AD6309
 AD6309'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD6309'RECOVERED AS DESCRIBED.
 AD6309
 AD6309                          STATION RECOVERY (2005)
 AD6309
 AD6309'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (RWH)
 AD6309'RECOVERED IN GOOD CONDITION.
 AD6309
 AD6309                          STATION RECOVERY (2008)
 AD6309
 AD6309'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2008 (CC)
 AD6309'RECOVERED IN GOOD CONDITION.
 AD6309
 AD6309                          STATION RECOVERY (2008)
 AD6309
 AD6309'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6309'NOTE-DISK WILL MOVE.
 AD6309
 AD6309                          STATION RECOVERY (2012)
 AD6309
 AD6309'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (MAH)
 AD6309'THE DISK WAS RE-MORTERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3755 ***********************************************************************
 DN3755  DESIGNATION -  872 5222 B
 DN3755  PID         -  DN3755
 DN3755  STATE/COUNTY-  FL/COLLIER
 DN3755  COUNTRY     -  US
 DN3755  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3755
 DN3755                         *CURRENT SURVEY CONTROL
 DN3755  ______________________________________________________________________
 DN3755* NAD 83(1986) POSITION- 26 16 20.3    (N) 081 49 34.2    (W)   HD_HELD2
 DN3755* NAVD 88 ORTHO HEIGHT -     1.124 (meters)        3.69  (feet) ADJUSTED
 DN3755  ______________________________________________________________________
 DN3755  GEOID HEIGHT    -        -23.732 (meters)                     GEOID18
 DN3755  DYNAMIC HEIGHT  -          1.122 (meters)        3.68  (feet) COMP
 DN3755  MODELED GRAVITY -    979,050.9   (mgal)                       NAVD 88
 DN3755
 DN3755  VERT ORDER      -  FIRST     CLASS II
 DN3755
 DN3755.The horizontal coordinates were established by autonomous hand held GPS
 DN3755.observations and have an estimated accuracy of +/- 10 meters.
 DN3755
 DN3755.The orthometric height was determined by differential leveling and
 DN3755.adjusted by the NATIONAL GEODETIC SURVEY
 DN3755.in May 2013.
 DN3755
 DN3755.No vertical observational check was made to the station.
 DN3755
 DN3755.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3755.GEOID18 height accuracy estimate available here.
 DN3755
 DN3755.Click photographs - Photos may exist for this station.
 DN3755
 DN3755.The dynamic height is computed by dividing the NAVD 88
 DN3755.geopotential number by the normal gravity value computed on the
 DN3755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3755.degrees latitude (g = 980.6199 gals.).
 DN3755
 DN3755.The modeled gravity was interpolated from observed gravity values.
 DN3755
 DN3755;                    North         East    Units  Estimated Accuracy
 DN3755;SPC FL E     -   215,045.      117,481.      MT  (+/- 10 meters HH2 GPS)
 DN3755
 DN3755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1750806103(NAD 83)
 DN3755
 DN3755                          SUPERSEDED SURVEY CONTROL
 DN3755
 DN3755.No superseded survey control is available for this station.
 DN3755
 DN3755_MARKER: DD = SURVEY DISK
 DN3755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3755_STAMPING: 5222 B 2008
 DN3755_MARK LOGO: FLDEP
 DN3755_PROJECTION: RECESSED 3 CENTIMETERS
 DN3755_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3755+STABILITY: SURFACE MOTION
 DN3755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3755+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 DN3755
 DN3755  HISTORY     - Date     Condition        Report By
 DN3755  HISTORY     - 20080905 MONUMENTED       FLDEP
 DN3755  HISTORY     - 20120620 GOOD             FLDEP
 DN3755  HISTORY     - 20130821 MARK NOT FOUND   FL-021
 DN3755
 DN3755                          STATION DESCRIPTION
 DN3755
 DN3755'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3755'THE MARK IS ABOUT 11.5 MI (18.5 KM) SOUTH OF ESTERO, 9.2 MI (14.8 KM)
 DN3755'NORTH-NORTHWEST OF NAPLES, 5.5 MI (8.8 KM) SOUTH-SOUTHWEST OF BONITA
 DN3755'SPRINGS, IN SECTION 29, TOWNSHIP 48 SOUTH, RANGE 25 EAST.
 DN3755'
 DN3755'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3755'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3755'SOUTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 4.1 MI (6.6 KM) TO THE
 DN3755'JUNCTION OF IMMOKALEE ROAD (COUNTY ROAD 846, 111TH AVENUE) ON THE
 DN3755'RIGHT.  TURN RIGHT ON IMMOKALEE ROAD (COUNTY ROAD 846, 111TH AVENUE)
 DN3755'AND GO WEST FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF VANDERBILT
 DN3755'DRIVE.  CONTINUE WEST ON BLUEBILL AVENUE FOR 0.55 MI (0.9 KM) TO THE
 DN3755'JUNCTION OF GULF SHORE DRIVE ON THE LEFT AND THE MARK ON THE LEFT, SET
 DN3755'IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE
 DN3755'LEVEL OF THE GROUND AND ABOUT LEVEL WITH BLUEBILL AVENUE.
 DN3755'
 DN3755'LOCATED 197.6 FT (60.2 M) SOUTHEAST OF A FLDEP SURVEY MARK 5222 D
 DN3755'2008, 83.1 FT (25.3 M) WEST OF THE APPROXIMATE CENTERLINE OF GULF
 DN3755'SHORE DRIVE, 66.0 FT (20.1 M) WEST OF THE EXTENDED CENTERLINE OF
 DN3755'VANDERBILT TOWERS, 49.2 FT (15.0 M) EAST OF A BOX STORM DRAIN INLET,
 DN3755'43.9 FT (13.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF BLUEBILL
 DN3755'AVENUE AND 1.2 FT (0.4 M) NORTH OF A CARSONITE WITNESS POST.    NOTE A
 DN3755'MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE MONUMENT.
 DN3755
 DN3755                          STATION RECOVERY (2012)
 DN3755
 DN3755'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (MAH)
 DN3755'RECOVERED AS DESCRIBED.
 DN3755
 DN3755                          STATION RECOVERY (2013)
 DN3755
 DN3755'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3755'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3757 ***********************************************************************
 DN3757  DESIGNATION -  872 5222 C
 DN3757  PID         -  DN3757
 DN3757  STATE/COUNTY-  FL/COLLIER
 DN3757  COUNTRY     -  US
 DN3757  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3757
 DN3757                         *CURRENT SURVEY CONTROL
 DN3757  ______________________________________________________________________
 DN3757* NAD 83(1986) POSITION- 26 16 20.8    (N) 081 49 37.6    (W)   HD_HELD2
 DN3757* NAVD 88 ORTHO HEIGHT -     0.750 (meters)        2.46  (feet) ADJUSTED
 DN3757  ______________________________________________________________________
 DN3757  GEOID HEIGHT    -        -23.731 (meters)                     GEOID18
 DN3757  DYNAMIC HEIGHT  -          0.748 (meters)        2.45  (feet) COMP
 DN3757  MODELED GRAVITY -    979,050.9   (mgal)                       NAVD 88
 DN3757
 DN3757  VERT ORDER      -  FIRST     CLASS II
 DN3757
 DN3757.The horizontal coordinates were established by autonomous hand held GPS
 DN3757.observations and have an estimated accuracy of +/- 10 meters.
 DN3757
 DN3757.The orthometric height was determined by differential leveling and
 DN3757.adjusted by the NATIONAL GEODETIC SURVEY
 DN3757.in May 2013.
 DN3757
 DN3757.No vertical observational check was made to the station.
 DN3757
 DN3757.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3757.GEOID18 height accuracy estimate available here.
 DN3757
 DN3757.Click photographs - Photos may exist for this station.
 DN3757
 DN3757.The dynamic height is computed by dividing the NAVD 88
 DN3757.geopotential number by the normal gravity value computed on the
 DN3757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3757.degrees latitude (g = 980.6199 gals.).
 DN3757
 DN3757.The modeled gravity was interpolated from observed gravity values.
 DN3757
 DN3757;                    North         East    Units  Estimated Accuracy
 DN3757;SPC FL E     -   215,061.      117,387.      MT  (+/- 10 meters HH2 GPS)
 DN3757
 DN3757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1741406119(NAD 83)
 DN3757
 DN3757                          SUPERSEDED SURVEY CONTROL
 DN3757
 DN3757.No superseded survey control is available for this station.
 DN3757
 DN3757_MARKER: F = FLANGE-ENCASED ROD
 DN3757_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN3757_STAMPING: 5222 C 2008
 DN3757_MARK LOGO: NGS
 DN3757_PROJECTION: RECESSED 3 CENTIMETERS
 DN3757_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3757+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 DN3757_ROD/PIPE-DEPTH: 24.5 meters
 DN3757
 DN3757  HISTORY     - Date     Condition        Report By
 DN3757  HISTORY     - 20080905 MONUMENTED       FLDEP
 DN3757  HISTORY     - 20120620 GOOD             FLDEP
 DN3757
 DN3757                          STATION DESCRIPTION
 DN3757
 DN3757'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3757'THE MARK IS ABOUT 11.5 MI (18.5 KM) SOUTH OF ESTERO, 9.2 MI (14.8 KM)
 DN3757'NORTH-NORTHWEST OF NAPLES, 5.5 MI (8.8 KM) SOUTH-SOUTHWEST OF BONITA
 DN3757'SPRINGS, IN SECTION 29, TOWNSHIP 48 SOUTH, RANGE 25 EAST.
 DN3757'
 DN3757'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3757'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3757'SOUTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 4.1 MI (6.6 KM) TO THE
 DN3757'JUNCTION OF IMMOKALEE ROAD (COUNTY ROAD 846, 111TH AVENUE) ON THE
 DN3757'RIGHT.  TURN RIGHT ON IMMOKALEE ROAD (COUNTY ROAD 846, 111TH AVENUE)
 DN3757'AND GO WEST FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF VANDERBILT
 DN3757'DRIVE.  CONTINUE WEST ON BLUEBILL AVENUE FOR 0.55 MI (0.9 KM) TO THE
 DN3757'JUNCTION OF GULF SHORE DRIVE ON THE LEFT.  CONTINUE WEST ON BLUEBILL
 DN3757'AVENUE FOR 0.05 MI (0.1 KM) TO THE ENTRANCE GATE TO DELNOR WIGGINS
 DN3757'PASS STATE PARK.  CONTINUE WESTERLY ON STATE PARK ROAD FOR 0.05 MI
 DN3757'(0.1 KM) TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO
 DN3757'REFUSAL AT A DEPTH OF 80.5 FT (24.5 M) WITH A NATIONAL GEODETIC SURVEY
 DN3757'LOGO CAP RECESSES 0.1 FT (0.0 M) BELOW THE LEVEL OF THE GROUND AND
 DN3757'ABOUT 0.5 FT (15 CM) BELOW THE LEVEL OF STATE PARK ROAD, THE DATUM
 DN3757'POINT IS RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF THE NATIONAL
 DN3757'GEODETIC SURVEY LOGO CAPS.
 DN3757'
 DN3757'LOCATED 112.4 FT (34.3 M) WEST-NORTHWEST OF A FLDEP SURVEY MARK 5222 D
 DN3757'2008, 35.7 FT (10.9 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DN3757'WIGGINS STATE PARK, 1.5 FT (0.5 M) EAST-SOUTHEAST OF A DELNOR WIGGINS
 DN3757'PASS STATE PARK SIGN AND 1.2 FT (0.4 M) EAST OF A CARSONITE WITNESS
 DN3757'POST.
 DN3757'
 DN3757'NOTE A MAGNET WAS PLACED INSIDE ON THE NATIONAL GEODETIC SURVEY LOGO
 DN3757'CAP.
 DN3757'
 DN3757'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DN3757'NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3757
 DN3757                          STATION RECOVERY (2012)
 DN3757
 DN3757'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (MAH)
 DN3757'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3756 ***********************************************************************
 DN3756  DESIGNATION -  872 5222 D
 DN3756  PID         -  DN3756
 DN3756  STATE/COUNTY-  FL/COLLIER
 DN3756  COUNTRY     -  US
 DN3756  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3756
 DN3756                         *CURRENT SURVEY CONTROL
 DN3756  ______________________________________________________________________
 DN3756* NAD 83(1986) POSITION- 26 16 20.2    (N) 081 49 35.6    (W)   HD_HELD2
 DN3756* NAVD 88 ORTHO HEIGHT -     1.138 (meters)        3.73  (feet) ADJUSTED
 DN3756  ______________________________________________________________________
 DN3756  GEOID HEIGHT    -        -23.732 (meters)                     GEOID18
 DN3756  DYNAMIC HEIGHT  -          1.137 (meters)        3.73  (feet) COMP
 DN3756  MODELED GRAVITY -    979,050.9   (mgal)                       NAVD 88
 DN3756
 DN3756  VERT ORDER      -  FIRST     CLASS II
 DN3756
 DN3756.The horizontal coordinates were established by autonomous hand held GPS
 DN3756.observations and have an estimated accuracy of +/- 10 meters.
 DN3756
 DN3756.The orthometric height was determined by differential leveling and
 DN3756.adjusted by the NATIONAL GEODETIC SURVEY
 DN3756.in May 2013.
 DN3756
 DN3756.No vertical observational check was made to the station.
 DN3756
 DN3756.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3756.GEOID18 height accuracy estimate available here.
 DN3756
 DN3756.Click photographs - Photos may exist for this station.
 DN3756
 DN3756.The dynamic height is computed by dividing the NAVD 88
 DN3756.geopotential number by the normal gravity value computed on the
 DN3756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3756.degrees latitude (g = 980.6199 gals.).
 DN3756
 DN3756.The modeled gravity was interpolated from observed gravity values.
 DN3756
 DN3756;                    North         East    Units  Estimated Accuracy
 DN3756;SPC FL E     -   215,042.      117,442.      MT  (+/- 10 meters HH2 GPS)
 DN3756
 DN3756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1747006100(NAD 83)
 DN3756
 DN3756                          SUPERSEDED SURVEY CONTROL
 DN3756
 DN3756.No superseded survey control is available for this station.
 DN3756
 DN3756_MARKER: DD = SURVEY DISK
 DN3756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3756_STAMPING: 5222 D 2008
 DN3756_MARK LOGO: FLDEP
 DN3756_PROJECTION: RECESSED 3 CENTIMETERS
 DN3756_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3756+STABILITY: SURFACE MOTION
 DN3756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3756+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DN3756
 DN3756  HISTORY     - Date     Condition        Report By
 DN3756  HISTORY     - 20080905 MONUMENTED       FLDEP
 DN3756  HISTORY     - 20120620 GOOD             FLDEP
 DN3756  HISTORY     - 20130821 GOOD             FL-021
 DN3756
 DN3756                          STATION DESCRIPTION
 DN3756
 DN3756'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3756'THE MARK IS ABOUT 11.5 MI (18.5 KM) SOUTH OF ESTERO, 9.2 MI (14.8 KM)
 DN3756'NORTH-NORTHWEST OF NAPLES, 5.5 MI (8.8 KM) SOUTH-SOUTHWEST OF BONITA
 DN3756'SPRINGS, IN SECTION 29, TOWNSHIP 48 SOUTH, RANGE 25 EAST.
 DN3756'
 DN3756'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3756'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3756'SOUTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 4.1 MI (6.6 KM) TO THE
 DN3756'JUNCTION OF IMMOKALEE ROAD (COUNTY ROAD 846, 111TH AVENUE) ON THE
 DN3756'RIGHT.  TURN RIGHT ON IMMOKALEE ROAD (COUNTY ROAD 846, 111TH AVENUE)
 DN3756'AND GO WEST FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF VANDERBILT
 DN3756'DRIVE.  CONTINUE WEST ON BLUEBILL AVENUE FOR 0.55 MI (0.9 KM) TO THE
 DN3756'JUNCTION OF GULF SHORE DRIVE ON THE LEFT.  CONTINUE WEST ON BLUEBILL
 DN3756'AVENUE FOR 0.05 MI (0.1 KM) TO THE ENTRANCE GATE TO DELNOR WIGGINS
 DN3756'STATE PARK AND THE MARK ON THE LEFT, SET IN THE TOP OF A CONCRETE
 DN3756'MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DN3756'ABOUT LEVEL WITH BLUEBILL AVENUE.
 DN3756'
 DN3756'LOCATED 112.4 FT (34.3 M) EAST-SOUTHEAST OF AN NATIONAL GEODETIC
 DN3756'SURVEY LOGO CAP 5222 C 2008, 20.0 FT (6.1 M) SOUTH OF THE APPROXIMATE
 DN3756'CENTERLINE OF THE STATE PARK ROAD, 16.9 FT (5.2 M) NORTH OF THE
 DN3756'APPROXIMATE CENTERLINE OF A BEACH ACCESS WALKWAY, 3.9 FT (1.2 M)
 DN3756'SOUTHWEST OF A CUT-OFF POWER POLE WITH A STREET LIGHT ATTACHED AND 1.1
 DN3756'FT (0.3 M) WEST OF A CARSONITE WITNESS POST.
 DN3756'
 DN3756'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DN3756'MONUMENT.
 DN3756
 DN3756                          STATION RECOVERY (2012)
 DN3756
 DN3756'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (MAH)
 DN3756'RECOVERED AS DESCRIBED.
 DN3756
 DN3756                          STATION RECOVERY (2013)
 DN3756
 DN3756'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3756'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6298 ***********************************************************************
 AD6298  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6298  DESIGNATION -  872 5228 A TIDAL
 AD6298  PID         -  AD6298
 AD6298  STATE/COUNTY-  FL/COLLIER
 AD6298  COUNTRY     -  US
 AD6298  USGS QUAD   -  BONITA SPRINGS (2018)
 AD6298
 AD6298                         *CURRENT SURVEY CONTROL
 AD6298  ______________________________________________________________________
 AD6298* NAD 83(1986) POSITION- 26 16 58.     (N) 081 48 07.     (W)   SCALED
 AD6298* NAVD 88 ORTHO HEIGHT -     1.956 (meters)        6.42  (feet) ADJUSTED
 AD6298  ______________________________________________________________________
 AD6298  GEOID HEIGHT    -        -23.789 (meters)                     GEOID18
 AD6298  DYNAMIC HEIGHT  -          1.953 (meters)        6.41  (feet) COMP
 AD6298  MODELED GRAVITY -    979,050.4   (mgal)                       NAVD 88
 AD6298
 AD6298  VERT ORDER      -  SECOND    CLASS I
 AD6298
 AD6298.The horizontal coordinates were scaled from a map and have
 AD6298.an estimated accuracy of +/- 6 seconds.
 AD6298
 AD6298.The orthometric height was determined by differential leveling and
 AD6298.adjusted by the NATIONAL GEODETIC SURVEY
 AD6298.in June 1991.
 AD6298
 AD6298.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6298.GEOID18 height accuracy estimate available here.
 AD6298
 AD6298.This Tidal Bench Mark is designated as VM 7850
 AD6298.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6298
 AD6298.Click photographs - Photos may exist for this station.
 AD6298
 AD6298.The dynamic height is computed by dividing the NAVD 88
 AD6298.geopotential number by the normal gravity value computed on the
 AD6298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6298.degrees latitude (g = 980.6199 gals.).
 AD6298
 AD6298.The modeled gravity was interpolated from observed gravity values.
 AD6298
 AD6298;                    North         East    Units  Estimated Accuracy
 AD6298;SPC FL E     -   216,190.      119,910.      MT  (+/- 180 meters Scaled)
 AD6298
 AD6298_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK199072(NAD 83)
 AD6298
 AD6298                          SUPERSEDED SURVEY CONTROL
 AD6298
 AD6298  NGVD 29 (09/01/92)    2.331  (m)            7.65   (f) ADJUSTED    2 1
 AD6298
 AD6298.Superseded values are not recommended for survey control.
 AD6298
 AD6298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6298.See file dsdata.pdf to determine how the superseded data were derived.
 AD6298
 AD6298_MARKER: DJ = TIDAL STATION DISK
 AD6298_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6298_SP_SET: BOX DRAIN
 AD6298_STAMPING: 5228 A 1978
 AD6298_MARK LOGO: NOS
 AD6298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6298+STABILITY: SURFACE MOTION
 AD6298
 AD6298  HISTORY     - Date     Condition        Report By
 AD6298  HISTORY     - 1978     MONUMENTED       NOS
 AD6298  HISTORY     - 1984     GOOD             FLDNR
 AD6298  HISTORY     - 1990     GOOD             USPSQD
 AD6298  HISTORY     - 20080808 MARK NOT FOUND   FLDEP
 AD6298  HISTORY     - 20121029 MARK NOT FOUND   FL-021
 AD6298
 AD6298                          STATION DESCRIPTION
 AD6298
 AD6298'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6298'0.7 MI NORTH FROM NAPLES PARK.
 AD6298'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6298'0.7 MILE NORTH ON U.S. 41 TO THE MARK.  THE MARK BEARS 113 FEET SOUTH
 AD6298'OF THE BRIDGE OVER THE COCOHATCHEE RIVER, 33 FEET WEST OF THE
 AD6298'CENTERLINE OF U.S. 41 NORTHBOUND, 34 FEET EAST OF THE CENTERLINE OF
 AD6298'U.S. 41 SOUTHBOUND, AND IS SET IN THE NORTHEAST CORNER OF A 3-FOOT BY
 AD6298'4-FOOT BOX DRAIN.
 AD6298'THE MARK IS 1 FT BELOW HIGHWAY.
 AD6298
 AD6298                          STATION RECOVERY (1990)
 AD6298
 AD6298'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6298'RECOVERED IN GOOD CONDITION.
 AD6298
 AD6298                          STATION RECOVERY (2008)
 AD6298
 AD6298'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6298'NOT RECOVERED. A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK, THE
 AD6298'STRUCTURE INTO WHICH THE MARK WAS SET IN IS BELIEVED TO HAVE BEEN
 AD6298'REMOVED.
 AD6298
 AD6298                          STATION RECOVERY (2012)
 AD6298
 AD6298'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD6298'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3683 ***********************************************************************
 DN3683  DESIGNATION -  872 5228 B
 DN3683  PID         -  DN3683
 DN3683  STATE/COUNTY-  FL/COLLIER
 DN3683  COUNTRY     -  US
 DN3683  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3683
 DN3683                         *CURRENT SURVEY CONTROL
 DN3683  ______________________________________________________________________
 DN3683* NAD 83(1986) POSITION- 26 16 52.2    (N) 081 48 05.2    (W)   HD_HELD2
 DN3683* NAVD 88 ORTHO HEIGHT -     2.287 (meters)        7.50  (feet) ADJUSTED
 DN3683  ______________________________________________________________________
 DN3683  GEOID HEIGHT    -        -23.786 (meters)                     GEOID18
 DN3683  DYNAMIC HEIGHT  -          2.284 (meters)        7.49  (feet) COMP
 DN3683  MODELED GRAVITY -    979,050.3   (mgal)                       NAVD 88
 DN3683
 DN3683  VERT ORDER      -  FIRST     CLASS II
 DN3683
 DN3683.The horizontal coordinates were established by autonomous hand held GPS
 DN3683.observations and have an estimated accuracy of +/- 10 meters.
 DN3683
 DN3683.The orthometric height was determined by differential leveling and
 DN3683.adjusted by the NATIONAL GEODETIC SURVEY
 DN3683.in May 2013.
 DN3683
 DN3683.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3683.GEOID18 height accuracy estimate available here.
 DN3683
 DN3683.Click photographs - Photos may exist for this station.
 DN3683
 DN3683.The dynamic height is computed by dividing the NAVD 88
 DN3683.geopotential number by the normal gravity value computed on the
 DN3683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3683.degrees latitude (g = 980.6199 gals.).
 DN3683
 DN3683.The modeled gravity was interpolated from observed gravity values.
 DN3683
 DN3683;                    North         East    Units  Estimated Accuracy
 DN3683;SPC FL E     -   216,011.      119,956.      MT  (+/- 10 meters HH2 GPS)
 DN3683
 DN3683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1998307069(NAD 83)
 DN3683
 DN3683                          SUPERSEDED SURVEY CONTROL
 DN3683
 DN3683.No superseded survey control is available for this station.
 DN3683
 DN3683_MARKER: DD = SURVEY DISK
 DN3683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3683_STAMPING: 5228 B 2008
 DN3683_MARK LOGO: FLDEP
 DN3683_PROJECTION: RECESSED 10 CENTIMETERS
 DN3683_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3683+STABILITY: SURFACE MOTION
 DN3683_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN3683+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DN3683
 DN3683  HISTORY     - Date     Condition        Report By
 DN3683  HISTORY     - 20080730 MONUMENTED       FLDEP
 DN3683  HISTORY     - 20120620 GOOD             FLDEP
 DN3683  HISTORY     - 20130821 GOOD             FL-021
 DN3683
 DN3683                          STATION DESCRIPTION
 DN3683
 DN3683'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3683'THE MARK IS ABOUT 10.8 MI (17.4 KM) SOUTH OF ESTERO, 9.6 MI (15.4 KM)
 DN3683'NORTH OF NAPLES, 4.3 MI (6.9 KM) SOUTH-SOUTHWEST OF BONITA SPRINGS, IN
 DN3683'SECTION 22, TOWNSHIP 48 SOUTH, RANGE 25 EAST.
 DN3683'
 DN3683'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3683'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3683'SOUTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 3.5 MI (5.6 KM) TO THE
 DN3683'JUNCTION OF RIVER COURT ON THE LEFT AND THE MARK ON THE LEFT, SET IN
 DN3683'THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.4 FT (12 CM) BELOW THE
 DN3683'LEVEL OF THE GROUND AND ABOUT LEVEL WITH RIVER COURT.
 DN3683'
 DN3683'LOCATED 77.5 FT (23.6 M) EAST OF THE APPROXIMATE CENTERLINE OF U.S.
 DN3683'HIGHWAY 41 NORTHBOUND LANES, 29.9 FT (9.1 M) NORTH OF THE APPROXIMATE
 DN3683'CENTERLINE OF RIVER COURT, 8.5 FT (2.6 M) SOUTH-SOUTHWEST OF THE MOST
 DN3683'SOUTHWESTERN CORNER OF THE PARKING LOT, 6.5 FT (2.0 M) NORTHEAST OF A
 DN3683'POWER POLE NUMBER 62919958 WITH ONE GUY WIRE ATTACHED, 2.6 FT (0.8 M)
 DN3683'SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST AND 2.4 FT (0.7 M) EAST OF
 DN3683'A CONCRETE STUCCO CORNER POST.
 DN3683'
 DN3683'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DN3683'MONUMENT.
 DN3683
 DN3683                          STATION RECOVERY (2012)
 DN3683
 DN3683'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (MAH)
 DN3683'RECOVERED AS DESCRIBED.
 DN3683
 DN3683                          STATION RECOVERY (2013)
 DN3683
 DN3683'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3683'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3684 ***********************************************************************
 DN3684  DESIGNATION -  872 5228 C
 DN3684  PID         -  DN3684
 DN3684  STATE/COUNTY-  FL/COLLIER
 DN3684  COUNTRY     -  US
 DN3684  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3684
 DN3684                         *CURRENT SURVEY CONTROL
 DN3684  ______________________________________________________________________
 DN3684* NAD 83(1986) POSITION- 26 16 55.7    (N) 081 48 05.3    (W)   HD_HELD2
 DN3684* NAVD 88 ORTHO HEIGHT -     1.895 (meters)        6.22  (feet) ADJUSTED
 DN3684  ______________________________________________________________________
 DN3684  GEOID HEIGHT    -        -23.788 (meters)                     GEOID18
 DN3684  DYNAMIC HEIGHT  -          1.892 (meters)        6.21  (feet) COMP
 DN3684  MODELED GRAVITY -    979,050.3   (mgal)                       NAVD 88
 DN3684
 DN3684  VERT ORDER      -  FIRST     CLASS II
 DN3684
 DN3684.The horizontal coordinates were established by autonomous hand held GPS
 DN3684.observations and have an estimated accuracy of +/- 10 meters.
 DN3684
 DN3684.The orthometric height was determined by differential leveling and
 DN3684.adjusted by the NATIONAL GEODETIC SURVEY
 DN3684.in May 2013.
 DN3684
 DN3684.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3684.GEOID18 height accuracy estimate available here.
 DN3684
 DN3684.Click photographs - Photos may exist for this station.
 DN3684
 DN3684.The dynamic height is computed by dividing the NAVD 88
 DN3684.geopotential number by the normal gravity value computed on the
 DN3684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3684.degrees latitude (g = 980.6199 gals.).
 DN3684
 DN3684.The modeled gravity was interpolated from observed gravity values.
 DN3684
 DN3684;                    North         East    Units  Estimated Accuracy
 DN3684;SPC FL E     -   216,119.      119,954.      MT  (+/- 10 meters HH2 GPS)
 DN3684
 DN3684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1998107177(NAD 83)
 DN3684
 DN3684                          SUPERSEDED SURVEY CONTROL
 DN3684
 DN3684.No superseded survey control is available for this station.
 DN3684
 DN3684_MARKER: DD = SURVEY DISK
 DN3684_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN3684_SP_SET: BOX DRAIN
 DN3684_STAMPING: 5228 C 2008
 DN3684_MARK LOGO: FLDEP
 DN3684_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3684_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN3684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN3684+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DN3684
 DN3684  HISTORY     - Date     Condition        Report By
 DN3684  HISTORY     - 20080730 MONUMENTED       FLDEP
 DN3684  HISTORY     - 20130821 GOOD             FL-021
 DN3684
 DN3684                          STATION DESCRIPTION
 DN3684
 DN3684'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3684'THE MARK IS ABOUT 10.7 MI (17.2 KM) SOUTH OF ESTERO, 9.7 MI (15.6 KM)
 DN3684'NORTH OF NAPLES, 4.2 MI (6.8 KM) SOUTH-SOUTHWEST OF BONITA SPRINGS, IN
 DN3684'SECTION 22, TOWNSHIP 48 SOUTH, RANGE 25 EAST.
 DN3684'
 DN3684'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3684'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3684'SOUTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 3.45 MI (5.6 KM) TO THE
 DN3684'SOUTH END OF THE BRIDGE THAT SPANS COCOHATCHEE RIVER AND THE MARK ON
 DN3684'THE LEFT, SET FLUSH IN THE TOP OF A 4.0 FT (1.2 M) BY 5.0 FT (1.5 M)
 DN3684'CONCRETE BOX DRAIN AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF U.S.
 DN3684'HIGHWAY 41 NORTHBOUND LANES.
 DN3684'
 DN3684'LOCATED 155.0 FT (47.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DN3684'ENTRANCE TO DOUBLE TREE GUEST SUITES AND CHARLIE CHIANGS RESTAURANT,
 DN3684'71.8 FT (21.9 M) EAST OF THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 41
 DN3684'NORTHBOUND LANES, 39.6 FT (12.1 M) WEST OF THE SOUTHEAST CORNER OF THE
 DN3684'BRIDGE RAIL, 30.7 FT (9.4 M) WEST OF THE NORTHWEST CORNER OF THE
 DN3684'CHARLIE CHIANGS RESTAURANT AND 13.0 FT (4.0 M) SOUTH OF THE SOUTH BANK
 DN3684'OF THE COCOHATCHEE RIVER.
 DN3684
 DN3684                          STATION RECOVERY (2013)
 DN3684
 DN3684'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3684'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3685 ***********************************************************************
 DN3685  DESIGNATION -  872 5228 D
 DN3685  PID         -  DN3685
 DN3685  STATE/COUNTY-  FL/COLLIER
 DN3685  COUNTRY     -  US
 DN3685  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3685
 DN3685                         *CURRENT SURVEY CONTROL
 DN3685  ______________________________________________________________________
 DN3685* NAD 83(1986) POSITION- 26 16 55.8    (N) 081 48 06.6    (W)   HD_HELD2
 DN3685* NAVD 88 ORTHO HEIGHT -     3.037 (meters)        9.96  (feet) ADJUSTED
 DN3685  ______________________________________________________________________
 DN3685  GEOID HEIGHT    -        -23.788 (meters)                     GEOID18
 DN3685  DYNAMIC HEIGHT  -          3.033 (meters)        9.95  (feet) COMP
 DN3685  MODELED GRAVITY -    979,050.3   (mgal)                       NAVD 88
 DN3685
 DN3685  VERT ORDER      -  FIRST     CLASS II
 DN3685
 DN3685.The horizontal coordinates were established by autonomous hand held GPS
 DN3685.observations and have an estimated accuracy of +/- 10 meters.
 DN3685
 DN3685.The orthometric height was determined by differential leveling and
 DN3685.adjusted by the NATIONAL GEODETIC SURVEY
 DN3685.in May 2013.
 DN3685
 DN3685.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3685.GEOID18 height accuracy estimate available here.
 DN3685
 DN3685.Click photographs - Photos may exist for this station.
 DN3685
 DN3685.The dynamic height is computed by dividing the NAVD 88
 DN3685.geopotential number by the normal gravity value computed on the
 DN3685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3685.degrees latitude (g = 980.6199 gals.).
 DN3685
 DN3685.The modeled gravity was interpolated from observed gravity values.
 DN3685
 DN3685;                    North         East    Units  Estimated Accuracy
 DN3685;SPC FL E     -   216,122.      119,918.      MT  (+/- 10 meters HH2 GPS)
 DN3685
 DN3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1994507180(NAD 83)
 DN3685
 DN3685                          SUPERSEDED SURVEY CONTROL
 DN3685
 DN3685.No superseded survey control is available for this station.
 DN3685
 DN3685_MARKER: F = FLANGE-ENCASED ROD
 DN3685_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN3685_STAMPING: 5228 D 2008
 DN3685_MARK LOGO: NGS
 DN3685_PROJECTION: RECESSED 5 CENTIMETERS
 DN3685_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3685_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3685+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 DN3685_ROD/PIPE-DEPTH: 18.0 meters
 DN3685
 DN3685  HISTORY     - Date     Condition        Report By
 DN3685  HISTORY     - 20080730 MONUMENTED       FLDEP
 DN3685  HISTORY     - 20120620 GOOD             FLDEP
 DN3685
 DN3685                          STATION DESCRIPTION
 DN3685
 DN3685'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3685'THE MARK IS ABOUT 10.7 MI (17.2 KM) SOUTH OF ESTERO, 9.7 MI (15.6 KM)
 DN3685'NORTH OF NAPLES, 4.2 MI (6.8 KM) SOUTH-SOUTHWEST OF BONITA SPRINGS, IN
 DN3685'SECTION 21, TOWNSHIP 48 SOUTH, RANGE 25 EAST.
 DN3685'
 DN3685'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3685'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3685'SOUTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 3.45 MI (5.6 KM) TO THE
 DN3685'SOUTH END OF THE BRIDGE THAT SPANS COCOHATCHEE RIVER AND THE MARK ON
 DN3685'THE LEFT, IN THE MEDIAN, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DN3685'DEPTH OF 59.0 FT (18.0 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP
 DN3685'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3
 DN3685'M) ABOVE THE LEVEL OF U.S. HIGHWAY 41 SOUTHBOUND LANES, THE DATUM
 DN3685'POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE NATIONAL
 DN3685'GEODETIC SURVEY LOGO CAP.
 DN3685'
 DN3685'LOCATED 166.0 FT (50.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DN3685'ENTRANCE TO THE DOUBLE TREE GUEST SUITE, 60.0 FT (18.3 M) EAST OF THE
 DN3685'SOUTHWEST CORNER OF THE BRIDGE GUARDRAIL OF U.S. HIGHWAY 41 SOUTHBOUND
 DN3685'LANES, 28.4 FT (8.7 M) WEST OF THE SOUTHEAST CORNER OF THE BRIDGE
 DN3685'GUARDRAIL OF U.S. HIGHWAY 41 NORTHBOUND LANES, 27.1 FT (8.3 M) EAST OF
 DN3685'THE APPROXIMATE CENTERLINE OF U.S. HIGHWAY 41 SOUTHBOUND LANES, 8.3 FT
 DN3685'(2.5 M) EAST OF THE EAST CURB GUTTER OF U.S. HIGHWAY 41 SOUTHBOUND
 DN3685'LANES, 8.0 FT (2.4 M) WEST OF THE WEST CURB GUTTER OF U.S. HIGHWAY 41
 DN3685'NORTHBOUND LANES AND 1.4 FT (0.4 M) SOUTH OF THE CONCRETE BRIDGE
 DN3685'MEDIAN.
 DN3685'
 DN3685'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DN3685'CAP.
 DN3685'
 DN3685'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DN3685'NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3685
 DN3685                          STATION RECOVERY (2012)
 DN3685
 DN3685'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (MAH)
 DN3685'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3686 ***********************************************************************
 DN3686  DESIGNATION -  872 5228 E
 DN3686  PID         -  DN3686
 DN3686  STATE/COUNTY-  FL/COLLIER
 DN3686  COUNTRY     -  US
 DN3686  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3686
 DN3686                         *CURRENT SURVEY CONTROL
 DN3686  ______________________________________________________________________
 DN3686* NAD 83(1986) POSITION- 26 16 55.6    (N) 081 48 07.1    (W)   HD_HELD2
 DN3686* NAVD 88 ORTHO HEIGHT -     2.749 (meters)        9.02  (feet) ADJUSTED
 DN3686  ______________________________________________________________________
 DN3686  GEOID HEIGHT    -        -23.788 (meters)                     GEOID18
 DN3686  DYNAMIC HEIGHT  -          2.744 (meters)        9.00  (feet) COMP
 DN3686  MODELED GRAVITY -    979,050.3   (mgal)                       NAVD 88
 DN3686
 DN3686  VERT ORDER      -  FIRST     CLASS II
 DN3686
 DN3686.The horizontal coordinates were established by autonomous hand held GPS
 DN3686.observations and have an estimated accuracy of +/- 10 meters.
 DN3686
 DN3686.The orthometric height was determined by differential leveling and
 DN3686.adjusted by the NATIONAL GEODETIC SURVEY
 DN3686.in May 2013.
 DN3686
 DN3686.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3686.GEOID18 height accuracy estimate available here.
 DN3686
 DN3686.Click photographs - Photos may exist for this station.
 DN3686
 DN3686.The dynamic height is computed by dividing the NAVD 88
 DN3686.geopotential number by the normal gravity value computed on the
 DN3686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3686.degrees latitude (g = 980.6199 gals.).
 DN3686
 DN3686.The modeled gravity was interpolated from observed gravity values.
 DN3686
 DN3686;                    North         East    Units  Estimated Accuracy
 DN3686;SPC FL E     -   216,116.      119,904.      MT  (+/- 10 meters HH2 GPS)
 DN3686
 DN3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1993107174(NAD 83)
 DN3686
 DN3686                          SUPERSEDED SURVEY CONTROL
 DN3686
 DN3686.No superseded survey control is available for this station.
 DN3686
 DN3686_MARKER: DD = SURVEY DISK
 DN3686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3686_STAMPING: 5228 E 2008
 DN3686_MARK LOGO: FLDEP
 DN3686_PROJECTION: RECESSED 5 CENTIMETERS
 DN3686_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3686+STABILITY: SURFACE MOTION
 DN3686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3686+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2013
 DN3686
 DN3686  HISTORY     - Date     Condition        Report By
 DN3686  HISTORY     - 20080730 MONUMENTED       FLDEP
 DN3686  HISTORY     - 20130821 GOOD             FL-021
 DN3686
 DN3686                          STATION DESCRIPTION
 DN3686
 DN3686'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3686'THE MARK IS ABOUT 10.7 MI (17.2 KM) SOUTH OF ESTERO, 9.7 MI (15.6 KM)
 DN3686'NORTH OF NAPLES, 4.2 MI (6.8 KM) SOUTH-SOUTHWEST OF BONITA SPRINGS, IN
 DN3686'SECTION 21, TOWNSHIP 48 SOUTH, RANGE 25 EAST.
 DN3686'
 DN3686'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3686'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3686'SOUTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 3.45 MI (5.6 KM) TO THE
 DN3686'SOUTH END OF THE BRIDGE THAT SPANS COCOHATCHEE RIVER AND THE MARK ON
 DN3686'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT
 DN3686'(6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH U.S. HIGHWAY
 DN3686'41 SOUTHBOUND LANES.
 DN3686'
 DN3686'LOCATED 35.4 FT (10.8 M) WEST OF THE APPROXIMATE CENTERLINE OF U.S.
 DN3686'HIGHWAY 41 SOUTHBOUND LANES, 12.4 FT (3.8 M) SOUTH-SOUTHWEST OF THE
 DN3686'SOUTHWEST CORNER OF THE BRIDGE RAIL, 10.5 FT (3.2 M) EAST OF A
 DN3686'CONCRETE POWER POLE NUMBER 7629196404 AND 3.7 FT (1.1 M) WEST OF A
 DN3686'METAL GUARDRAIL.
 DN3686'
 DN3686'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DN3686'MONUMENT.
 DN3686
 DN3686                          STATION RECOVERY (2013)
 DN3686
 DN3686'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3686'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3687 ***********************************************************************
 DN3687  DESIGNATION -  872 5228 F
 DN3687  PID         -  DN3687
 DN3687  STATE/COUNTY-  FL/COLLIER
 DN3687  COUNTRY     -  US
 DN3687  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3687
 DN3687                         *CURRENT SURVEY CONTROL
 DN3687  ______________________________________________________________________
 DN3687* NAD 83(1986) POSITION- 26 16 57.9    (N) 081 48 07.3    (W)   HD_HELD2
 DN3687* NAVD 88 ORTHO HEIGHT -     2.797 (meters)        9.18  (feet) ADJUSTED
 DN3687  ______________________________________________________________________
 DN3687  GEOID HEIGHT    -        -23.789 (meters)                     GEOID18
 DN3687  DYNAMIC HEIGHT  -          2.793 (meters)        9.16  (feet) COMP
 DN3687  MODELED GRAVITY -    979,050.4   (mgal)                       NAVD 88
 DN3687
 DN3687  VERT ORDER      -  FIRST     CLASS II
 DN3687
 DN3687.The horizontal coordinates were established by autonomous hand held GPS
 DN3687.observations and have an estimated accuracy of +/- 10 meters.
 DN3687
 DN3687.The orthometric height was determined by differential leveling and
 DN3687.adjusted by the NATIONAL GEODETIC SURVEY
 DN3687.in May 2013.
 DN3687
 DN3687.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3687.GEOID18 height accuracy estimate available here.
 DN3687
 DN3687.Click photographs - Photos may exist for this station.
 DN3687
 DN3687.The dynamic height is computed by dividing the NAVD 88
 DN3687.geopotential number by the normal gravity value computed on the
 DN3687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3687.degrees latitude (g = 980.6199 gals.).
 DN3687
 DN3687.The modeled gravity was interpolated from observed gravity values.
 DN3687
 DN3687;                    North         East    Units  Estimated Accuracy
 DN3687;SPC FL E     -   216,187.      119,899.      MT  (+/- 10 meters HH2 GPS)
 DN3687
 DN3687_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1992607245(NAD 83)
 DN3687
 DN3687                          SUPERSEDED SURVEY CONTROL
 DN3687
 DN3687.No superseded survey control is available for this station.
 DN3687
 DN3687_MARKER: DD = SURVEY DISK
 DN3687_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN3687_SP_SET: RETAINLING WALL
 DN3687_STAMPING: 5228 F 2008
 DN3687_MARK LOGO: FLDEP
 DN3687_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3687_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3687_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN3687+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2013
 DN3687
 DN3687  HISTORY     - Date     Condition        Report By
 DN3687  HISTORY     - 20080730 MONUMENTED       FLDEP
 DN3687  HISTORY     - 20130627 GOOD             FL-021
 DN3687
 DN3687                          STATION DESCRIPTION
 DN3687
 DN3687'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3687'THE MARK IS ABOUT 10.7 MI (17.2 KM) SOUTH OF ESTERO, 9.7 MI (15.6 KM)
 DN3687'NORTH OF NAPLES, 4.2 MI (6.8 KM) SOUTH-SOUTHWEST OF BONITA SPRINGS, IN
 DN3687'SECTION 21, TOWNSHIP 48 SOUTH, RANGE 25 EAST.
 DN3687'
 DN3687'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3687'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3687'SOUTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 3.45 MI (5.6 KM) TO THE
 DN3687'NORTH END OF THE BRIDGE THAT SPANS COCOHATCHEE RIVER AND THE MARK ON
 DN3687'THE RIGHT, SET FLUSH IN THE TOP OF A RETAINING WALL AND ABOUT 1.0 FT
 DN3687'(0.3 M) ABOVE U.S. HIGHWAY 41 SOUTHBOUND LANES.
 DN3687'
 DN3687'LOCATED 96.4 FT (29.4 M) SOUTH OF A DRIVE WAY AT 12345, 47.6 FT (14.5
 DN3687'M) WEST OF THE APPROXIMATE CENTERLINE U.S. HIGHWAY 41 SOUTHBOUND
 DN3687'LANES, 17.2 FT (5.2 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 DN3687'BRIDGE RAIL OF THE BRIDGE THE SPANS COCOHATCHEE RIVER, 5.4 FT (1.6 M)
 DN3687'SOUTH OF A CONCRETE POWER POLE WITH A TRANSFORMER AND ONE LIGHT
 DN3687'ATTACHED AND 0.5 FT (15 CM) WEST OF THE EAST END OF THE RETAINING
 DN3687'WALL.
 DN3687
 DN3687                          STATION RECOVERY (2013)
 DN3687
 DN3687'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3687'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3688 ***********************************************************************
 DN3688  DESIGNATION -  872 5228 G
 DN3688  PID         -  DN3688
 DN3688  STATE/COUNTY-  FL/COLLIER
 DN3688  COUNTRY     -  US
 DN3688  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3688
 DN3688                         *CURRENT SURVEY CONTROL
 DN3688  ______________________________________________________________________
 DN3688* NAD 83(1986) POSITION- 26 16 59.4    (N) 081 48 07.5    (W)   HD_HELD2
 DN3688* NAVD 88 ORTHO HEIGHT -     2.884 (meters)        9.46  (feet) ADJUSTED
 DN3688  ______________________________________________________________________
 DN3688  GEOID HEIGHT    -        -23.790 (meters)                     GEOID18
 DN3688  DYNAMIC HEIGHT  -          2.879 (meters)        9.45  (feet) COMP
 DN3688  MODELED GRAVITY -    979,050.4   (mgal)                       NAVD 88
 DN3688
 DN3688  VERT ORDER      -  FIRST     CLASS II
 DN3688
 DN3688.The horizontal coordinates were established by autonomous hand held GPS
 DN3688.observations and have an estimated accuracy of +/- 10 meters.
 DN3688
 DN3688.The orthometric height was determined by differential leveling and
 DN3688.adjusted by the NATIONAL GEODETIC SURVEY
 DN3688.in May 2013.
 DN3688
 DN3688.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3688.GEOID18 height accuracy estimate available here.
 DN3688
 DN3688.Click photographs - Photos may exist for this station.
 DN3688
 DN3688.The dynamic height is computed by dividing the NAVD 88
 DN3688.geopotential number by the normal gravity value computed on the
 DN3688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3688.degrees latitude (g = 980.6199 gals.).
 DN3688
 DN3688.The modeled gravity was interpolated from observed gravity values.
 DN3688
 DN3688;                    North         East    Units  Estimated Accuracy
 DN3688;SPC FL E     -   216,233.      119,894.      MT  (+/- 10 meters HH2 GPS)
 DN3688
 DN3688_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1992107291(NAD 83)
 DN3688
 DN3688                          SUPERSEDED SURVEY CONTROL
 DN3688
 DN3688.No superseded survey control is available for this station.
 DN3688
 DN3688_MARKER: DD = SURVEY DISK
 DN3688_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DN3688_SP_SET: RETAINLING WALL
 DN3688_STAMPING: 5228 G 2008
 DN3688_MARK LOGO: FLDEP
 DN3688_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3688+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2013
 DN3688
 DN3688  HISTORY     - Date     Condition        Report By
 DN3688  HISTORY     - 20080730 MONUMENTED       FLDEP
 DN3688  HISTORY     - 20130627 GOOD             FL-021
 DN3688
 DN3688                          STATION DESCRIPTION
 DN3688
 DN3688'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3688'THE MARK IS ABOUT 10.6 MI (17.1 KM) SOUTH OF ESTERO, 9.8 MI (15.8 KM)
 DN3688'NORTH OF NAPLES, 4.1 MI (6.6 KM) SOUTH-SOUTHWEST OF BONITA SPRINGS, IN
 DN3688'SECTION 21, TOWNSHIP 48 SOUTH, RANGE 25 EAST.
 DN3688'
 DN3688'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3688'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3688'SOUTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 3.4 MI (5.5 KM) TO THE
 DN3688'JUNCTION OF A DRIVEWAY ON THE RIGHT AND THE MARK ON THE RIGHT, SET
 DN3688'FLUSH IN THE TOP OF A RETAINING WALL AND ABOUT 1.0 FT (0.3 M) ABOVE
 DN3688'THE LEVEL OF U.S. HIGHWAY 41 SOUTHBOUND LANES.
 DN3688'
 DN3688'LOCATED 54.5 FT (16.6 M) WEST OF THE APPROXIMATE CENTERLINE OF U.S.
 DN3688'HIGHWAY 41 SOUTHBOUND LANES, 44.3 FT (13.5 M) NORTH OF THE APPROXIMATE
 DN3688'CENTERLINE OF NATURE CRUISES DRIVE WAY, 24.2 FT (7.4 M) NORTH OF A
 DN3688'CONCRETE POWER POLE, 23.6 FT (7.2 M) WEST OF THE SOUTHERN MOST END OF
 DN3688'THE WEST SIDE OF A GUARDRAIL AND 0.9 FT (27 CM) EAST OF A CONCRETE
 DN3688'STUCCO WALL.
 DN3688
 DN3688                          STATION RECOVERY (2013)
 DN3688
 DN3688'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DN3688'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6303 ***********************************************************************
 AD6303  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6303  DESIGNATION -  872 5235 B TIDAL
 AD6303  PID         -  AD6303
 AD6303  STATE/COUNTY-  FL/COLLIER
 AD6303  COUNTRY     -  US
 AD6303  USGS QUAD   -  BONITA SPRINGS (2018)
 AD6303
 AD6303                         *CURRENT SURVEY CONTROL
 AD6303  ______________________________________________________________________
 AD6303* NAD 83(1986) POSITION- 26 17 24.     (N) 081 49 06.     (W)   SCALED
 AD6303* NAVD 88 ORTHO HEIGHT -     2.351 (meters)        7.71  (feet) ADJUSTED
 AD6303  ______________________________________________________________________
 AD6303  GEOID HEIGHT    -        -23.785 (meters)                     GEOID18
 AD6303  DYNAMIC HEIGHT  -          2.347 (meters)        7.70  (feet) COMP
 AD6303  MODELED GRAVITY -    979,051.1   (mgal)                       NAVD 88
 AD6303
 AD6303  VERT ORDER      -  SECOND    CLASS I
 AD6303
 AD6303.The horizontal coordinates were scaled from a map and have
 AD6303.an estimated accuracy of +/- 6 seconds.
 AD6303
 AD6303.The orthometric height was determined by differential leveling and
 AD6303.adjusted by the NATIONAL GEODETIC SURVEY
 AD6303.in June 1991.
 AD6303
 AD6303.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6303.GEOID18 height accuracy estimate available here.
 AD6303
 AD6303.This Tidal Bench Mark is designated as VM 10594
 AD6303.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6303
 AD6303.Click photographs - Photos may exist for this station.
 AD6303
 AD6303.The dynamic height is computed by dividing the NAVD 88
 AD6303.geopotential number by the normal gravity value computed on the
 AD6303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6303.degrees latitude (g = 980.6199 gals.).
 AD6303
 AD6303.The modeled gravity was interpolated from observed gravity values.
 AD6303
 AD6303;                    North         East    Units  Estimated Accuracy
 AD6303;SPC FL E     -   217,000.      118,280.      MT  (+/- 180 meters Scaled)
 AD6303
 AD6303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK183080(NAD 83)
 AD6303
 AD6303                          SUPERSEDED SURVEY CONTROL
 AD6303
 AD6303  NGVD 29 (09/01/92)    2.726  (m)            8.94   (f) ADJUSTED    2 1
 AD6303
 AD6303.Superseded values are not recommended for survey control.
 AD6303
 AD6303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6303.See file dsdata.pdf to determine how the superseded data were derived.
 AD6303
 AD6303_MARKER: DJ = TIDAL STATION DISK
 AD6303_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AD6303_STAMPING: 5235 B 1977
 AD6303_MARK LOGO: NOS
 AD6303_MAGNETIC: I = MARKER IS A STEEL ROD
 AD6303_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6303
 AD6303  HISTORY     - Date     Condition        Report By
 AD6303  HISTORY     - 1977     MONUMENTED       NOS
 AD6303  HISTORY     - 1984     GOOD             FLDNR
 AD6303  HISTORY     - 19991231 MARK NOT FOUND   USPSQD
 AD6303  HISTORY     - 20080808 MARK NOT FOUND   FLDEP
 AD6303  HISTORY     - 20121022 MARK NOT FOUND   FL-021
 AD6303
 AD6303                          STATION DESCRIPTION
 AD6303
 AD6303'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6303'2.15 MI NNW FROM NAPLES PARK.
 AD6303'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6303'1 MILE WEST ON C 846 TO THE INTERSECTION OF COUNTY ROAD 901, GO 1.15
 AD6303'MILES NORTH ON COUNTY ROAD 901 TO A PAIR OF BRIDGES OVER THE
 AD6303'COCOHATCHEE RIVER.  THE MARK BEARS 41.4 FEET NORTH OF THE NORTHEAST
 AD6303'CORNER OF THE SOUTHERN BRIDGE, 14 FEET EAST OF THE CENTERLINE OF THE
 AD6303'ROAD, AND 0.7 FOOT WEST OF A WITNESS POST.  A DISK ON THE TOP OF A
 AD6303'GALVANIZED STEEL ROD FLUSH WITH THE GROUND.
 AD6303
 AD6303                          STATION RECOVERY (1999)
 AD6303
 AD6303'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD6303'MARK NOT FOUND.
 AD6303
 AD6303                          STATION RECOVERY (2008)
 AD6303
 AD6303'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6303'NOT RECOVERED. A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD6303
 AD6303                          STATION RECOVERY (2012)
 AD6303
 AD6303'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD6303'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6302 ***********************************************************************
 AD6302  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6302  DESIGNATION -  872 5235 C TIDAL
 AD6302  PID         -  AD6302
 AD6302  STATE/COUNTY-  FL/COLLIER
 AD6302  COUNTRY     -  US
 AD6302  USGS QUAD   -  BONITA SPRINGS (2018)
 AD6302
 AD6302                         *CURRENT SURVEY CONTROL
 AD6302  ______________________________________________________________________
 AD6302* NAD 83(1986) POSITION- 26 17 22.53   (N) 081 49 06.84   (W)   HD_HELD1
 AD6302* NAVD 88 ORTHO HEIGHT -     2.517 (meters)        8.26  (feet) ADJUSTED
 AD6302  ______________________________________________________________________
 AD6302  GEOID HEIGHT    -        -23.784 (meters)                     GEOID18
 AD6302  DYNAMIC HEIGHT  -          2.513 (meters)        8.24  (feet) COMP
 AD6302  MODELED GRAVITY -    979,051.1   (mgal)                       NAVD 88
 AD6302
 AD6302  VERT ORDER      -  FIRST     CLASS II
 AD6302
 AD6302.The horizontal coordinates were determined by differentially corrected
 AD6302.hand held GPS observations or other comparable positioning techniques
 AD6302.and have an estimated accuracy of +/- 3 meters.
 AD6302
 AD6302.The orthometric height was determined by differential leveling and
 AD6302.adjusted by the NATIONAL GEODETIC SURVEY
 AD6302.in May 2013.
 AD6302
 AD6302.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6302.GEOID18 height accuracy estimate available here.
 AD6302
 AD6302.This Tidal Bench Mark is designated as VM 10595
 AD6302.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6302
 AD6302.Click photographs - Photos may exist for this station.
 AD6302
 AD6302.The dynamic height is computed by dividing the NAVD 88
 AD6302.geopotential number by the normal gravity value computed on the
 AD6302.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6302.degrees latitude (g = 980.6199 gals.).
 AD6302
 AD6302.The modeled gravity was interpolated from observed gravity values.
 AD6302
 AD6302;                    North         East    Units  Estimated Accuracy
 AD6302;SPC FL E     -   216,955.5     118,252.1     MT  (+/- 3 meters HH1 GPS) 
 AD6302
 AD6302_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1827908013(NAD 83)
 AD6302
 AD6302                          SUPERSEDED SURVEY CONTROL
 AD6302
 AD6302  NAVD 88 (06/15/91)    2.515  (m)            8.25   (f) SUPERSEDED  2 1
 AD6302  NGVD 29 (09/01/92)    2.890  (m)            9.48   (f) ADJUSTED    2 1
 AD6302
 AD6302.Superseded values are not recommended for survey control.
 AD6302
 AD6302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6302.See file dsdata.pdf to determine how the superseded data were derived.
 AD6302
 AD6302_MARKER: DJ = TIDAL STATION DISK
 AD6302_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD6302_SP_SET: BRIDGE ABUTMENT
 AD6302_STAMPING: 5235 C 1977
 AD6302_MARK LOGO: NOS
 AD6302_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6302_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD6302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6302+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AD6302
 AD6302  HISTORY     - Date     Condition        Report By
 AD6302  HISTORY     - 1977     MONUMENTED       NOS
 AD6302  HISTORY     - 1984     GOOD             FLDNR
 AD6302  HISTORY     - 19991231 GOOD             USPSQD
 AD6302  HISTORY     - 20080806 GOOD             FLDEP
 AD6302  HISTORY     - 20120620 GOOD             FLDEP
 AD6302
 AD6302                          STATION DESCRIPTION
 AD6302
 AD6302'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6302'2.15 MI NNW FROM NAPLES PARK.
 AD6302'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6302'1 MILE WEST ON C 846 TO THE INTERSECTION OF COUNTY ROAD 901, GO 1.15
 AD6302'MILES NORTH ON COUNTY ROAD 901 TO A PAIR OF BRIDGES OVER THE
 AD6302'COCOHATCHEE RIVER.  THE MARK IS SET IN THE ABUTMENT AT THE NORTHWEST
 AD6302'CORNER OF THE SOUTHERN BRIDGE, 14 FEET WEST OF THE CENTERLINE OF THE
 AD6302'ROAD.
 AD6302
 AD6302                          STATION RECOVERY (1999)
 AD6302
 AD6302'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD6302'RECOVERED IN GOOD CONDITION.
 AD6302
 AD6302                          STATION RECOVERY (2008)
 AD6302
 AD6302'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6302'RECOVERED AS DESCRIBED.
 AD6302
 AD6302                          STATION RECOVERY (2012)
 AD6302
 AD6302'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (MAH)
 AD6302'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6305 ***********************************************************************
 AD6305  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6305  DESIGNATION -  872 5235 D TIDAL
 AD6305  PID         -  AD6305
 AD6305  STATE/COUNTY-  FL/COLLIER
 AD6305  COUNTRY     -  US
 AD6305  USGS QUAD   -  BONITA SPRINGS (2018)
 AD6305
 AD6305                         *CURRENT SURVEY CONTROL
 AD6305  ______________________________________________________________________
 AD6305* NAD 83(1986) POSITION- 26 17 26.3    (N) 081 49 06.3    (W)   HD_HELD2
 AD6305* NAVD 88 ORTHO HEIGHT -     0.776 (meters)        2.55  (feet) ADJUSTED
 AD6305  ______________________________________________________________________
 AD6305  GEOID HEIGHT    -        -23.787 (meters)                     GEOID18
 AD6305  DYNAMIC HEIGHT  -          0.775 (meters)        2.54  (feet) COMP
 AD6305  MODELED GRAVITY -    979,051.2   (mgal)                       NAVD 88
 AD6305
 AD6305  VERT ORDER      -  FIRST     CLASS II
 AD6305
 AD6305.The horizontal coordinates were established by autonomous hand held GPS
 AD6305.observations and have an estimated accuracy of +/- 10 meters.
 AD6305
 AD6305.The orthometric height was determined by differential leveling and
 AD6305.adjusted by the NATIONAL GEODETIC SURVEY
 AD6305.in May 2013.
 AD6305
 AD6305.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6305.GEOID18 height accuracy estimate available here.
 AD6305
 AD6305.This Tidal Bench Mark is designated as VM 10596
 AD6305.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6305
 AD6305.Click photographs - Photos may exist for this station.
 AD6305
 AD6305.The dynamic height is computed by dividing the NAVD 88
 AD6305.geopotential number by the normal gravity value computed on the
 AD6305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6305.degrees latitude (g = 980.6199 gals.).
 AD6305
 AD6305.The modeled gravity was interpolated from observed gravity values.
 AD6305
 AD6305;                    North         East    Units  Estimated Accuracy
 AD6305;SPC FL E     -   217,071.      118,268.      MT  (+/- 10 meters HH2 GPS)
 AD6305
 AD6305_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1829508129(NAD 83)
 AD6305
 AD6305                          SUPERSEDED SURVEY CONTROL
 AD6305
 AD6305  NAVD 88 (06/15/91)    0.803  (m)            2.63   (f) SUPERSEDED  2 1
 AD6305  NGVD 29 (09/01/92)    1.178  (m)            3.86   (f) ADJUSTED    2 1
 AD6305
 AD6305.Superseded values are not recommended for survey control.
 AD6305
 AD6305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6305.See file dsdata.pdf to determine how the superseded data were derived.
 AD6305
 AD6305_MARKER: DB = BENCH MARK DISK
 AD6305_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6305_SP_SET: BRIDGE BULKHEAD
 AD6305_STAMPING: 5235 D 1978
 AD6305_MARK LOGO: NOS
 AD6305_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6305+STABILITY: SURFACE MOTION
 AD6305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6305+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2012
 AD6305
 AD6305  HISTORY     - Date     Condition        Report By
 AD6305  HISTORY     - 1978     MONUMENTED       NOS
 AD6305  HISTORY     - 1984     GOOD             FLDNR
 AD6305  HISTORY     - 19991231 GOOD             USPSQD
 AD6305  HISTORY     - 20080806 GOOD             FLDEP
 AD6305  HISTORY     - 20120620 GOOD             FLDEP
 AD6305
 AD6305                          STATION DESCRIPTION
 AD6305
 AD6305'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6305'2.15 MI NNW FROM NAPLES PARK.
 AD6305'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD C 846, GO
 AD6305'1 MILE WEST ON C 846 TO THE INTERSECTION OF COUNTY ROAD 901, GO 1.15
 AD6305'MILES NORTH ON COUNTY ROAD 901 TO A PAIR OF BRIDGES OVER THE
 AD6305'COCOHATCHEE RIVER.  THE MARK IS SET IN THE SOUTH BULKHEAD FOR THE
 AD6305'NORTHERN BRIDGE, 46 FEET EAST OF THE CENTERLINE OF THE ROAD, 32 FEET
 AD6305'EAST OF THE SOUTHEAST CORNER OF THE BRIDGE, AND 14.9 FEET SOUTH OF THE
 AD6305'NORTH EDGE OF THE BULKHEAD.
 AD6305'THE MARK IS 6 FT BELOW ROAD.
 AD6305
 AD6305                          STATION RECOVERY (1999)
 AD6305
 AD6305'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD6305'RECOVERED IN GOOD CONDITION.
 AD6305
 AD6305                          STATION RECOVERY (2008)
 AD6305
 AD6305'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6305'RECOVERED AS DESCRIBED.
 AD6305
 AD6305                          STATION RECOVERY (2012)
 AD6305
 AD6305'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (MAH)
 AD6305'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3682 ***********************************************************************
 DN3682  DESIGNATION -  872 5235 E
 DN3682  PID         -  DN3682
 DN3682  STATE/COUNTY-  FL/COLLIER
 DN3682  COUNTRY     -  US
 DN3682  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3682
 DN3682                         *CURRENT SURVEY CONTROL
 DN3682  ______________________________________________________________________
 DN3682* NAD 83(1986) POSITION- 26 17 23.5    (N) 081 49 07.4    (W)   HD_HELD2
 DN3682* NAVD 88 ORTHO HEIGHT -     2.286 (meters)        7.50  (feet) ADJUSTED
 DN3682  ______________________________________________________________________
 DN3682  GEOID HEIGHT    -        -23.784 (meters)                     GEOID18
 DN3682  DYNAMIC HEIGHT  -          2.282 (meters)        7.49  (feet) COMP
 DN3682  MODELED GRAVITY -    979,051.1   (mgal)                       NAVD 88
 DN3682
 DN3682  VERT ORDER      -  FIRST     CLASS II
 DN3682
 DN3682.The horizontal coordinates were established by autonomous hand held GPS
 DN3682.observations and have an estimated accuracy of +/- 10 meters.
 DN3682
 DN3682.The orthometric height was determined by differential leveling and
 DN3682.adjusted by the NATIONAL GEODETIC SURVEY
 DN3682.in May 2013.
 DN3682
 DN3682.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3682.GEOID18 height accuracy estimate available here.
 DN3682
 DN3682.Click photographs - Photos may exist for this station.
 DN3682
 DN3682.The dynamic height is computed by dividing the NAVD 88
 DN3682.geopotential number by the normal gravity value computed on the
 DN3682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3682.degrees latitude (g = 980.6199 gals.).
 DN3682
 DN3682.The modeled gravity was interpolated from observed gravity values.
 DN3682
 DN3682;                    North         East    Units  Estimated Accuracy
 DN3682;SPC FL E     -   216,985.      118,237.      MT  (+/- 10 meters HH2 GPS)
 DN3682
 DN3682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1826408043(NAD 83)
 DN3682
 DN3682                          SUPERSEDED SURVEY CONTROL
 DN3682
 DN3682.No superseded survey control is available for this station.
 DN3682
 DN3682_MARKER: F = FLANGE-ENCASED ROD
 DN3682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN3682_STAMPING: 5235 E 2008
 DN3682_MARK LOGO: NGS
 DN3682_PROJECTION: RECESSED 15 CENTIMETERS
 DN3682_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3682+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2022
 DN3682_ROD/PIPE-DEPTH: 20.4 meters
 DN3682
 DN3682  HISTORY     - Date     Condition        Report By
 DN3682  HISTORY     - 20080628 MONUMENTED       FLDEP
 DN3682  HISTORY     - 20120620 GOOD             FLDEP
 DN3682  HISTORY     - 20221007 GOOD             USGS
 DN3682
 DN3682                          STATION DESCRIPTION
 DN3682
 DN3682'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3682'THE MARK IS ABOUT 10.3 MI (16.6 KM) NORTH OF NAPLES, 10.2 MI (16.4 KM)
 DN3682'SOUTH OF ESTERO, 4.2 MI (6.8 KM) SOUTHWEST OF BONITA SPRINGS, IN
 DN3682'SECTION 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST.
 DN3682'
 DN3682'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3682'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3682'SOUTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 4.1 MI (6.6 KM) TO THE
 DN3682'INTERSECTION OF IMMOKALEE ROAD (COUNTY ROAD 846).  TURN RIGHT ON
 DN3682'IMMOKALEE ROAD (COUNTY ROAD 846) AND GO WEST FOR 1.0 MI (1.6 KM) TO
 DN3682'THE INTERSECTION OF VANDERBILT DRIVE.  TURN RIGHT ON VANDERBILT DRIVE
 DN3682'AND GO NORTH FOR 1.15 MI (1.9 KM) TO THE NORTH END OF A BRIDGE THAT
 DN3682'SPANS COCOHATCHEE RIVER AND THE MARK ON THE LEFT, A STAINLESS STEEL
 DN3682'ROD DRIVEN TO REFUSAL AT A DEPTH OF 67.0 FT (20.4 M) WITH A NATIONAL
 DN3682'GEODETIC SURVEY LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DN3682'GROUND AND ABOUT LEVEL WITH VANDERBILT DRIVE, THE DATUM POINT IS
 DN3682'RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF NATIONAL GEODETIC SURVEY
 DN3682'LOGO CAP.
 DN3682'
 DN3682'LOCATED 73.5 FT (22.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DN3682'DRIVE WAY FOR MARINA BAY CLUB, 50.0 FT (15.2 M) WEST OF THE CENTERLINE
 DN3682'OF VANDERBILT DRIVE, 19.7 FT (6.0 M) SOUTHWEST OF A CONCRETE POWER
 DN3682'POLE, 16.0 FT (4.9 M) SOUTH OF A CONCRETE CORNER POST FOR MARINA BAY
 DN3682'CLUB AND 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST.    NOTE A
 DN3682'MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3682'
 DN3682'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DN3682'NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3682
 DN3682                          STATION RECOVERY (2012)
 DN3682
 DN3682'RECOVERY NOTE BY FL DEPT OF ENV PRO 2012 (MAH)
 DN3682'RECOVERED AS DESCRIBED.
 DN3682
 DN3682                          STATION RECOVERY (2022)
 DN3682
 DN3682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 2022 (CW)
 DN3682'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DO1552 ***********************************************************************
 DO1552  DESIGNATION -  872 5235 F
 DO1552  PID         -  DO1552
 DO1552  STATE/COUNTY-  FL/COLLIER
 DO1552  COUNTRY     -  US
 DO1552  USGS QUAD   -  BONITA SPRINGS (2018)
 DO1552
 DO1552                         *CURRENT SURVEY CONTROL
 DO1552  ______________________________________________________________________
 DO1552* NAD 83(1986) POSITION- 26 17 34.7    (N) 081 49 09.9    (W)   HD_HELD2
 DO1552* NAVD 88 ORTHO HEIGHT -     0.992 (meters)        3.25  (feet) ADJUSTED
 DO1552  ______________________________________________________________________
 DO1552  GEOID HEIGHT    -        -23.791 (meters)                     GEOID18
 DO1552  DYNAMIC HEIGHT  -          0.990 (meters)        3.25  (feet) COMP
 DO1552  MODELED GRAVITY -    979,051.2   (mgal)                       NAVD 88
 DO1552
 DO1552  VERT ORDER      -  FIRST     CLASS II
 DO1552
 DO1552.The horizontal coordinates were established by autonomous hand held GPS
 DO1552.observations and have an estimated accuracy of +/- 10 meters.
 DO1552
 DO1552.The orthometric height was determined by differential leveling and
 DO1552.adjusted by the NATIONAL GEODETIC SURVEY
 DO1552.in May 2013.
 DO1552
 DO1552.Significant digits in the geoid height do not necessarily reflect accuracy.
 DO1552.GEOID18 height accuracy estimate available here.
 DO1552
 DO1552.Click photographs - Photos may exist for this station.
 DO1552
 DO1552.The dynamic height is computed by dividing the NAVD 88
 DO1552.geopotential number by the normal gravity value computed on the
 DO1552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DO1552.degrees latitude (g = 980.6199 gals.).
 DO1552
 DO1552.The modeled gravity was interpolated from observed gravity values.
 DO1552
 DO1552;                    North         East    Units  Estimated Accuracy
 DO1552;SPC FL E     -   217,331.      118,170.      MT  (+/- 10 meters HH2 GPS)
 DO1552
 DO1552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1819708388(NAD 83)
 DO1552
 DO1552                          SUPERSEDED SURVEY CONTROL
 DO1552
 DO1552.No superseded survey control is available for this station.
 DO1552
 DO1552_MARKER: DD = SURVEY DISK
 DO1552_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DO1552_SP_SET: SEAWALL
 DO1552_STAMPING: 5235 F 2012
 DO1552_MARK LOGO: FLDEP
 DO1552_MAGNETIC: N = NO MAGNETIC MATERIAL
 DO1552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DO1552+STABILITY: SURFACE MOTION
 DO1552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DO1552+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2014
 DO1552
 DO1552  HISTORY     - Date     Condition        Report By
 DO1552  HISTORY     - 20120620 MONUMENTED       FLDEP
 DO1552  HISTORY     - 20130821 GOOD             FL-021
 DO1552  HISTORY     - 20141209 GOOD             ATKNA
 DO1552
 DO1552                          STATION DESCRIPTION
 DO1552
 DO1552'DESCRIBED BY FL DEPT OF ENV PRO 2012 (MAH)
 DO1552'THE MARK IS ABOUT 10.5 MI (16.9 KM) NORTH OF NAPLES, 10.0 MI (16.1 KM)
 DO1552'SOUTH OF ESTERO, 4.1 MI (6.6 KM) SOUTHWEST OF BONITA SPRINGS, IN
 DO1552'SECTION 17, TOWNSHIP 48 SOUTH, RANGE 25 EAST.
 DO1552'
 DO1552'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE
 DO1552'ROAD C 846 (IMMOKALEE ROAD), GO WEST ON STATE ROAD C 846 (IMMOKALEE
 DO1552'ROAD) FOR 1.0 MI (1.6 KM) TO THE INTERSECTION OF COUNTY ROAD 901
 DO1552'(VANDERBILT BEACH ROAD).  TURN RIGHT ON COUNTY ROAD 901 (VANDERBILT
 DO1552'BEACH ROAD) AND GO NORTH FOR 1.4 MI (2.3 KM) TO THE JUNCTION OF
 DO1552'DOCKSIDE DRIVE ON THE LEFT.  TURN LEFT ON DOCKSIDE DRIVE AND GO WEST
 DO1552'FOR 0.05 MI (0.1 KM) TO THE ENTRANCE OF THE COCAHTACHEE RIVER MARINA
 DO1552'ON THE RIGHT.  TURN RIGHT ON THE ENTRANCE ROAD AND GO NORTHWEST FOR
 DO1552'ABOUT 153.0 FT (46.6 M) TO THE MARK, SET FLUSH IN THE TOP OF A
 DO1552'CONCRETE SEAWALL AND 2.0 FT (0.6 M) BELOW THE LEVEL OF DOCKSIDE DRIVE.
 DO1552'LOCATED 197.5 FT (60.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DO1552'DOCKSIDE DRIVE, 153.0 FT (46.6 M) NORTHWEST OF THE APPROXIMATE
 DO1552'CENTERLINE OF THE ENTRANCE TO THE COCAHTACHEE RIVER MARINA, 151.0 FT
 DO1552'(46.0 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE COAST GUARD
 DO1552'AUXILIARY FLOTILLA BUILDING NUMBER 96 AT 13531 DOCKSIDE DRIVE, 20.4 FT
 DO1552'(6.2 M) EAST-SOUTHEAST OF THE WEST EDGE OF A SEAWALL, 17.3 FT (5.3 M)
 DO1552'WEST-NORTHWEST OF THE EAST EDGE OF A SEAWALL AND 7.9 FT (2.4 M)
 DO1552'EAST-SOUTHEAST OF A WITNESS POST STICKER ATTACHED TO A STORAGE BOX.
 DO1552
 DO1552                          STATION RECOVERY (2013)
 DO1552
 DO1552'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2013 (MLB)
 DO1552'RECOVERED IN GOOD CONDITION.
 DO1552
 DO1552                          STATION RECOVERY (2014)
 DO1552
 DO1552'RECOVERY NOTE BY ATKINS NORTH AMERICA INC 2014 (DWD)
 DO1552'THIS MARK WAS RECOVERED IN FURTHERANCE TO A TOPOGRAPHIC SURVEY
 DO1552'PERFORMED FOR THE RIGHT OF WAY OF VANDERBILT DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7880 ***********************************************************************
 AD7880  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7880  DESIGNATION -  872 5259 B TIDAL
 AD7880  PID         -  AD7880
 AD7880  STATE/COUNTY-  FL/LEE
 AD7880  COUNTRY     -  US
 AD7880  USGS QUAD   -  BONITA SPRINGS (2018)
 AD7880
 AD7880                         *CURRENT SURVEY CONTROL
 AD7880  ______________________________________________________________________
 AD7880* NAD 83(1986) POSITION- 26 19 52.     (N) 081 50 14.     (W)   SCALED
 AD7880* NAVD 88 ORTHO HEIGHT -     0.830 (meters)        2.72  (feet) POSTED
 AD7880  ______________________________________________________________________
 AD7880  GEOID HEIGHT    -        -23.853 (meters)                     GEOID18
 AD7880  DYNAMIC HEIGHT  -          0.83  (meters)        2.7   (feet) COMP
 AD7880  MODELED GRAVITY -    979,052.9   (mgal)                       NAVD 88
 AD7880
 AD7880  VERT ORDER      -  * POSTED, SEE BELOW
 AD7880
 AD7880.The horizontal coordinates were scaled from a map and have
 AD7880.an estimated accuracy of +/- 6 seconds.
 AD7880
 AD7880.The orthometric height was determined by differential leveling
 AD7880.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7880
 AD7880.* This is a POSTED BENCH MARK height.
 AD7880
 AD7880.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7880.GEOID18 height accuracy estimate available here.
 AD7880
 AD7880.This Tidal Bench Mark is designated as VM 7857
 AD7880.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7880
 AD7880.Click photographs - Photos may exist for this station.
 AD7880
 AD7880.The dynamic height is computed by dividing the NAVD 88
 AD7880.geopotential number by the normal gravity value computed on the
 AD7880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7880.degrees latitude (g = 980.6199 gals.).
 AD7880
 AD7880.The modeled gravity was interpolated from observed gravity values.
 AD7880
 AD7880;                    North         East    Units  Estimated Accuracy
 AD7880;SPC FL W     -   221,310.      216,250.      MT  (+/- 180 meters Scaled)
 AD7880
 AD7880_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK164126(NAD 83)
 AD7880
 AD7880                          SUPERSEDED SURVEY CONTROL
 AD7880
 AD7880  NGVD 29 (09/01/92)    1.197  (m)            3.93   (f) ADJUSTED    2 1
 AD7880
 AD7880.Superseded values are not recommended for survey control.
 AD7880
 AD7880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7880.See file dsdata.pdf to determine how the superseded data were derived.
 AD7880
 AD7880_MARKER: DJ = TIDAL STATION DISK
 AD7880_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7880_SP_SET: SEAWALL
 AD7880_STAMPING: 5259 B 1978
 AD7880_MARK LOGO: NOS
 AD7880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7880+STABILITY: SURFACE MOTION
 AD7880
 AD7880  HISTORY     - Date     Condition        Report By
 AD7880  HISTORY     - 1978     MONUMENTED       NOS
 AD7880  HISTORY     - 1984     GOOD             FLDNR
 AD7880  HISTORY     - 19980404 GOOD             USPSQD
 AD7880  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AD7880  HISTORY     - 20121024 MARK NOT FOUND   FL-021
 AD7880
 AD7880                          STATION DESCRIPTION
 AD7880
 AD7880'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7880'2.2 MI WEST FROM BONITA SPRINGS.
 AD7880'BEGIN AT THE INTERSECTION 0F U.S. HIGHWAY 41 AND STATE ROAD 865
 AD7880'(BONITA BEACH ROAD), GO 2.2 MILES WEST ON STATE ROAD 865 TO THE MARK.
 AD7880'THE MARK BEARS 50 FEET NORTH OF THE WEST END OF A BRIDGE, 16.2 FEET
 AD7880'SOUTHEAST OF THE SOUTHEAST CORNER OF THE OFFICE FOR AN APARTMENT
 AD7880'BUILDING, AND 1 FOOT NORTH OF THE SOUTH END OF THE SEAWALL.
 AD7880'THE MARK IS 10 FT BELOW ROAD.
 AD7880
 AD7880                          STATION RECOVERY (1998)
 AD7880
 AD7880'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7880'RECOVERED IN GOOD CONDITION.
 AD7880
 AD7880                          STATION RECOVERY (1999)
 AD7880
 AD7880'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD7880'MARK NOT FOUND.
 AD7880
 AD7880                          STATION RECOVERY (2012)
 AD7880
 AD7880'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD7880'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7881 ***********************************************************************
 AD7881  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7881  DESIGNATION -  872 5259 C TIDAL
 AD7881  PID         -  AD7881
 AD7881  STATE/COUNTY-  FL/LEE
 AD7881  COUNTRY     -  US
 AD7881  USGS QUAD   -  BONITA SPRINGS (2018)
 AD7881
 AD7881                         *CURRENT SURVEY CONTROL
 AD7881  ______________________________________________________________________
 AD7881* NAD 83(1986) POSITION- 26 19 52.     (N) 081 50 16.     (W)   SCALED
 AD7881* NAVD 88 ORTHO HEIGHT -     1.116 (meters)        3.66  (feet) POSTED
 AD7881  ______________________________________________________________________
 AD7881  GEOID HEIGHT    -        -23.852 (meters)                     GEOID18
 AD7881  DYNAMIC HEIGHT  -          1.11  (meters)        3.6   (feet) COMP
 AD7881  MODELED GRAVITY -    979,053.0   (mgal)                       NAVD 88
 AD7881
 AD7881  VERT ORDER      -  * POSTED, SEE BELOW
 AD7881
 AD7881.The horizontal coordinates were scaled from a map and have
 AD7881.an estimated accuracy of +/- 6 seconds.
 AD7881
 AD7881.The orthometric height was determined by differential leveling
 AD7881.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7881
 AD7881.* This is a POSTED BENCH MARK height.
 AD7881
 AD7881.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7881.GEOID18 height accuracy estimate available here.
 AD7881
 AD7881.This Tidal Bench Mark is designated as VM 7858
 AD7881.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7881
 AD7881.Click photographs - Photos may exist for this station.
 AD7881
 AD7881.The dynamic height is computed by dividing the NAVD 88
 AD7881.geopotential number by the normal gravity value computed on the
 AD7881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7881.degrees latitude (g = 980.6199 gals.).
 AD7881
 AD7881.The modeled gravity was interpolated from observed gravity values.
 AD7881
 AD7881;                    North         East    Units  Estimated Accuracy
 AD7881;SPC FL W     -   221,310.      216,200.      MT  (+/- 180 meters Scaled)
 AD7881
 AD7881_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK163126(NAD 83)
 AD7881
 AD7881                          SUPERSEDED SURVEY CONTROL
 AD7881
 AD7881  NGVD 29 (09/01/92)    1.483  (m)            4.87   (f) ADJUSTED    2 1
 AD7881
 AD7881.Superseded values are not recommended for survey control.
 AD7881
 AD7881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7881.See file dsdata.pdf to determine how the superseded data were derived.
 AD7881
 AD7881_MARKER: DJ = TIDAL STATION DISK
 AD7881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7881_STAMPING: 5259 C 1978
 AD7881_MARK LOGO: NOS
 AD7881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7881+STABILITY: SURFACE MOTION
 AD7881
 AD7881  HISTORY     - Date     Condition        Report By
 AD7881  HISTORY     - 1978     MONUMENTED       NOS
 AD7881  HISTORY     - 1984     GOOD             FLDNR
 AD7881  HISTORY     - 19980404 MARK NOT FOUND   USPSQD
 AD7881  HISTORY     - 19990222 MARK NOT FOUND   USPSQD
 AD7881  HISTORY     - 20121024 MARK NOT FOUND   FL-021
 AD7881
 AD7881                          STATION DESCRIPTION
 AD7881
 AD7881'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7881'2.2 MI WEST FROM BONITA SPRINGS.
 AD7881'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 865
 AD7881'(BONITA BEACH ROAD), GO 2.2 MILES WEST ON STATE ROAD 865 TO THE MARK.
 AD7881'THE MARK BEARS 200 FEET WEST OF THE WEST END OF A BRIDGE, 57.9 FEET
 AD7881'NORTH OF THE CENTERLINE OF THE HIGHWAY,1.2 FEET WEST OF A POWER POLE,
 AD7881'AND ABOUT 260 FEET WEST OF A SEAWALL.
 AD7881
 AD7881                          STATION RECOVERY (1998)
 AD7881
 AD7881'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7881'MARK NOT FOUND.
 AD7881
 AD7881                          STATION RECOVERY (1999)
 AD7881
 AD7881'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD7881'MARK NOT FOUND.
 AD7881
 AD7881                          STATION RECOVERY (2012)
 AD7881
 AD7881'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD7881'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3710 ***********************************************************************
 DN3710  DESIGNATION -  872 5259 E
 DN3710  PID         -  DN3710
 DN3710  STATE/COUNTY-  FL/LEE
 DN3710  COUNTRY     -  US
 DN3710  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3710
 DN3710                         *CURRENT SURVEY CONTROL
 DN3710  ______________________________________________________________________
 DN3710* NAD 83(1986) POSITION- 26 19 50.2    (N) 081 50 14.0    (W)   HD_HELD2
 DN3710* NAVD 88 ORTHO HEIGHT -     1.110 (meters)        3.64  (feet) ADJUSTED
 DN3710  ______________________________________________________________________
 DN3710  GEOID HEIGHT    -        -23.852 (meters)                     GEOID18
 DN3710  DYNAMIC HEIGHT  -          1.108 (meters)        3.64  (feet) COMP
 DN3710  MODELED GRAVITY -    979,052.9   (mgal)                       NAVD 88
 DN3710
 DN3710  VERT ORDER      -  FIRST     CLASS II
 DN3710
 DN3710.The horizontal coordinates were established by autonomous hand held GPS
 DN3710.observations and have an estimated accuracy of +/- 10 meters.
 DN3710
 DN3710.The orthometric height was determined by differential leveling and
 DN3710.adjusted by the NATIONAL GEODETIC SURVEY
 DN3710.in May 2013.
 DN3710
 DN3710.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3710.GEOID18 height accuracy estimate available here.
 DN3710
 DN3710.Click photographs - Photos may exist for this station.
 DN3710
 DN3710.The dynamic height is computed by dividing the NAVD 88
 DN3710.geopotential number by the normal gravity value computed on the
 DN3710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3710.degrees latitude (g = 980.6199 gals.).
 DN3710
 DN3710.The modeled gravity was interpolated from observed gravity values.
 DN3710
 DN3710;                    North         East    Units  Estimated Accuracy
 DN3710;SPC FL W     -   221,252.      216,250.      MT  (+/- 10 meters HH2 GPS)
 DN3710
 DN3710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1644612568(NAD 83)
 DN3710
 DN3710                          SUPERSEDED SURVEY CONTROL
 DN3710
 DN3710.No superseded survey control is available for this station.
 DN3710
 DN3710_MARKER: DD = SURVEY DISK
 DN3710_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DN3710+WITH SETTING: PAVEMENT
 DN3710_SP_SET: DECK
 DN3710_STAMPING: 5259 E 2008
 DN3710_MARK LOGO: FLDEP
 DN3710_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3710+STABILITY: SURFACE MOTION
 DN3710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3710+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2008
 DN3710
 DN3710  HISTORY     - Date     Condition        Report By
 DN3710  HISTORY     - 20080827 MONUMENTED       FLDEP
 DN3710  HISTORY     - 20230613 GOOD             USPSQD
 DN3710
 DN3710                          STATION DESCRIPTION
 DN3710
 DN3710'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3710'THE MARK IS ABOUT 10.8 MI (17.4 KM) SOUTHEAST OF FORT MYERS BEACH, 7.6
 DN3710'MI (12.2 KM) SOUTH-SOUTHWEST OF ESTERO, 3.7 MI (6.0 KM) WEST OF BONITA
 DN3710'SPRINGS, IN SECTION 31, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 DN3710'
 DN3710'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3710'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3710'WEST ON BONITA BEACH ROAD (COUNTY ROAD 865) FOR 2.1 MI (3.4 KM) TO THE
 DN3710'ENTRANCE TO THE BONITA BEACH PLANTATION AT 5220 ON THE RIGHT.  TURN
 DN3710'RIGHT ON THE ENTRANCE ROAD AND GO EAST PARALLELING BONITA BEACH ROAD
 DN3710'FOR 0.15 MI (0.2 KM) TO ITS END AND THE MARK STRAIGHT AHEAD, SET FLUSH
 DN3710'IN THE TOP OF THE SOUTHEAST CORNER OF THE DECK FOR THE FLORIDA GULF
 DN3710'COAST UNIVERSITY MARINE AND ENVIRONMENTAL SCIENCE RESEARCH FIELD
 DN3710'STATION AND ABOUT LEVEL WITH THE ENTRANCE ROAD.
 DN3710'
 DN3710'LOCATED ABOUT 270.0 FT (82.3 M) EAST OF AN FLDEP SURVEY MARK 5259 F
 DN3710'2008, 97.8 FT (29.8 M) SOUTH OF THE NORTHEAST CORNER OF A SEAWALL,
 DN3710'89.0 FT (27.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF BONITA BEACH
 DN3710'ROAD WESTBOUND LANES, 78.6 FT (24.0 M) EAST-NORTHEAST OF A CONCRETE
 DN3710'POWER POLE NUMBER 6095651401 169791446 AND 4.5 FT (1.4 M) EAST OF A
 DN3710'CONCRETE SUPPORT PILLAR FOR THE FIELD STATION.
 DN3710
 DN3710                          STATION RECOVERY (2023)
 DN3710
 DN3710'RECOVERY NOTE BY US POWER SQUADRON 2023 (BJE)
 DN3710'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3711 ***********************************************************************
 DN3711  DESIGNATION -  872 5259 F
 DN3711  PID         -  DN3711
 DN3711  STATE/COUNTY-  FL/LEE
 DN3711  COUNTRY     -  US
 DN3711  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3711
 DN3711                         *CURRENT SURVEY CONTROL
 DN3711  ______________________________________________________________________
 DN3711* NAD 83(1986) POSITION- 26 19 49.8    (N) 081 50 16.8    (W)   HD_HELD2
 DN3711* NAVD 88 ORTHO HEIGHT -     2.039 (meters)        6.69  (feet) ADJUSTED
 DN3711  ______________________________________________________________________
 DN3711  GEOID HEIGHT    -        -23.850 (meters)                     GEOID18
 DN3711  DYNAMIC HEIGHT  -          2.036 (meters)        6.68  (feet) COMP
 DN3711  MODELED GRAVITY -    979,052.9   (mgal)                       NAVD 88
 DN3711
 DN3711  VERT ORDER      -  FIRST     CLASS II
 DN3711
 DN3711.The horizontal coordinates were established by autonomous hand held GPS
 DN3711.observations and have an estimated accuracy of +/- 10 meters.
 DN3711
 DN3711.The orthometric height was determined by differential leveling and
 DN3711.adjusted by the NATIONAL GEODETIC SURVEY
 DN3711.in May 2013.
 DN3711
 DN3711.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3711.GEOID18 height accuracy estimate available here.
 DN3711
 DN3711.Click photographs - Photos may exist for this station.
 DN3711
 DN3711.The dynamic height is computed by dividing the NAVD 88
 DN3711.geopotential number by the normal gravity value computed on the
 DN3711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3711.degrees latitude (g = 980.6199 gals.).
 DN3711
 DN3711.The modeled gravity was interpolated from observed gravity values.
 DN3711
 DN3711;                    North         East    Units  Estimated Accuracy
 DN3711;SPC FL W     -   221,239.      216,172.      MT  (+/- 10 meters HH2 GPS)
 DN3711
 DN3711_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1636912556(NAD 83)
 DN3711
 DN3711                          SUPERSEDED SURVEY CONTROL
 DN3711
 DN3711.No superseded survey control is available for this station.
 DN3711
 DN3711_MARKER: DD = SURVEY DISK
 DN3711_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN3711_SP_SET: UTILITY VAULT
 DN3711_STAMPING: 5259 F 2008
 DN3711_MARK LOGO: FLDEP
 DN3711_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3711+STABILITY: SURFACE MOTION
 DN3711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3711+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2008
 DN3711
 DN3711  HISTORY     - Date     Condition        Report By
 DN3711  HISTORY     - 20080827 MONUMENTED       FLDEP
 DN3711  HISTORY     - 20230613 GOOD             USPSQD
 DN3711
 DN3711                          STATION DESCRIPTION
 DN3711
 DN3711'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3711'THE MARK IS ABOUT 10.8 MI (17.4 KM) SOUTHEAST OF FORT MYERS BEACH, 7.6
 DN3711'MI (12.2 KM) SOUTH-SOUTHWEST OF ESTERO, 3.7 MI (6.0 KM) WEST OF BONITA
 DN3711'SPRINGS, IN SECTION 31, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 DN3711'
 DN3711'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3711'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3711'WEST ON BONITA BEACH ROAD (COUNTY ROAD 865) FOR 2.1 MI (3.4 KM) TO THE
 DN3711'ENTRANCE TO THE BONITA BEACH PLANTATION AT 5220 ON THE RIGHT.  TURN
 DN3711'RIGHT ON THE ENTRANCE ROAD AND GO EAST PARALLELING BONITA BEACH ROAD
 DN3711'FOR 0.1 MI (0.2 KM) TO THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF
 DN3711'A CONCRETE UTILITY CURB AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF
 DN3711'THE ENTRANCE ROAD TO THE FLORIDA GULF COAST UNIVERSITY MARINE AND
 DN3711'ENVIRONMENTAL SCIENCE RESEARCH FIELD STATION AND ABOUT 9.0 FT (2.7 M)
 DN3711'BELOW THE LEVEL OF BONITA BEACH ROAD WESTBOUND LANES.
 DN3711'
 DN3711'LOCATED ABOUT 270.0 FT (82.3 M) WEST OF AN FLDEP SURVEY MARK 5259 E
 DN3711'2008, 118.0 FT (36.0 M) EAST-NORTHEAST OF AN NATIONAL GEODETIC SURVEY
 DN3711'LOGO CAP 5259 G 2008, 93.0 FT (28.3 M) SOUTHWEST OF THE SOUTHWEST
 DN3711'CORNER OF BUILDING NUMBER 5164, 22.5 FT (6.9 M) NORTH OF THE
 DN3711'CENTERLINE OF BONITA BEACH ROAD WESTBOUND LANES, 14.1 FT (4.3 M)
 DN3711'EAST-NORTHEAST OF BONITA SPRINGS ALUMINUM UTILITY BOX, 8.8 FT (2.7 M)
 DN3711'SOUTH OF THE DRIVEWAY TO MARINE RESEARCH FIELD STATION AND 3.8 FT (1.2
 DN3711'M) NORTHWEST OF A POWER POLE WITH A METER ATTACHED.
 DN3711
 DN3711                          STATION RECOVERY (2023)
 DN3711
 DN3711'RECOVERY NOTE BY US POWER SQUADRON 2023 (BJE)
 DN3711'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3712 ***********************************************************************
 DN3712  DESIGNATION -  872 5259 G
 DN3712  PID         -  DN3712
 DN3712  STATE/COUNTY-  FL/LEE
 DN3712  COUNTRY     -  US
 DN3712  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3712
 DN3712                         *CURRENT SURVEY CONTROL
 DN3712  ______________________________________________________________________
 DN3712* NAD 83(1986) POSITION- 26 19 49.6    (N) 081 50 18.2    (W)   HD_HELD2
 DN3712* NAVD 88 ORTHO HEIGHT -     2.976 (meters)        9.76  (feet) ADJUSTED
 DN3712  ______________________________________________________________________
 DN3712  GEOID HEIGHT    -        -23.850 (meters)                     GEOID18
 DN3712  DYNAMIC HEIGHT  -          2.971 (meters)        9.75  (feet) COMP
 DN3712  MODELED GRAVITY -    979,052.9   (mgal)                       NAVD 88
 DN3712
 DN3712  VERT ORDER      -  FIRST     CLASS II
 DN3712
 DN3712.The horizontal coordinates were established by autonomous hand held GPS
 DN3712.observations and have an estimated accuracy of +/- 10 meters.
 DN3712
 DN3712.The orthometric height was determined by differential leveling and
 DN3712.adjusted by the NATIONAL GEODETIC SURVEY
 DN3712.in May 2013.
 DN3712
 DN3712.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3712.GEOID18 height accuracy estimate available here.
 DN3712
 DN3712.Click photographs - Photos may exist for this station.
 DN3712
 DN3712.The dynamic height is computed by dividing the NAVD 88
 DN3712.geopotential number by the normal gravity value computed on the
 DN3712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3712.degrees latitude (g = 980.6199 gals.).
 DN3712
 DN3712.The modeled gravity was interpolated from observed gravity values.
 DN3712
 DN3712;                    North         East    Units  Estimated Accuracy
 DN3712;SPC FL W     -   221,233.      216,134.      MT  (+/- 10 meters HH2 GPS)
 DN3712
 DN3712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1633012550(NAD 83)
 DN3712
 DN3712                          SUPERSEDED SURVEY CONTROL
 DN3712
 DN3712.No superseded survey control is available for this station.
 DN3712
 DN3712_MARKER: F = FLANGE-ENCASED ROD
 DN3712_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN3712_STAMPING: 5259 G 2008
 DN3712_MARK LOGO: NGS
 DN3712_PROJECTION: RECESSED 3 CENTIMETERS
 DN3712_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3712+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2008
 DN3712_ROD/PIPE-DEPTH: 12.9 meters
 DN3712
 DN3712  HISTORY     - Date     Condition        Report By
 DN3712  HISTORY     - 20080827 MONUMENTED       FLDEP
 DN3712  HISTORY     - 20230613 GOOD             USPSQD
 DN3712
 DN3712                          STATION DESCRIPTION
 DN3712
 DN3712'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3712'THE MARK IS ABOUT 10.8 MI (17.4 KM) SOUTHEAST OF FORT MYERS BEACH, 7.6
 DN3712'MI (12.2 KM) SOUTH-SOUTHWEST OF ESTERO, 3.7 MI (6.0 KM) WEST OF BONITA
 DN3712'SPRINGS, IN SECTION 31, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 DN3712'
 DN3712'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3712'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3712'WEST ON BONITA BEACH ROAD (COUNTY ROAD 865) FOR 1.95 MI (3.1 KM) TO
 DN3712'THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DN3712'DEPTH OF 42.3 FT (12.9 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP
 DN3712'RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE GROUND AND ABOUT 0.5 FT
 DN3712'(15 CM) ABOVE THE LEVEL OF BONITA BEACH ROAD WESTBOUND LANES, THE
 DN3712'DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE NATIONAL
 DN3712'GEODETIC SURVEY LOGO CAP.
 DN3712'
 DN3712'LOCATED 380.0 FT (115.8 M) EAST OF AN FLDEP SURVEY MARK 5259 H 2008,
 DN3712'118.0 FT (36.0 M) WEST-SOUTHWEST OF AN FLDEP SURVEY MARK 5259 F 2008,
 DN3712'116.5 FT (35.5 M) EAST OF A FGCU (FLORIDA GULF COAST UNIVERSITY)
 DN3712'MARINE RESEARCH SIGN, 27.0 FT (8.2 M) NORTH OF THE CENTERLINE OF
 DN3712'BONITA BEACH ROAD WESTBOUND LANES, 25.2 FT (7.7 M) SOUTH OF THE
 DN3712'CENTERLINE OF THE MARINE RESEARCH DRIVEWAY, 6.0 FT (1.8 M) NORTHWEST
 DN3712'OF THE WEST END OF A METAL GUARD RAIL, 6.0 FT (1.8 M) NORTH OF THE
 DN3712'NORTH EDGE OF THE SIDEWALK, 5.9 FT (1.8 M) NORTH OF THE WEST END OF A
 DN3712'5.0 FT (1.5 M) TALL ALUMINUM HAND RAIL AND 1.2 FT (0.4 M) WEST OF A
 DN3712'CARSONITE WITNESS POST.
 DN3712'
 DN3712'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DN3712'CAP.
 DN3712'
 DN3712'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DN3712'NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3712
 DN3712                          STATION RECOVERY (2023)
 DN3712
 DN3712'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 DN3712'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3713 ***********************************************************************
 DN3713  DESIGNATION -  872 5259 H
 DN3713  PID         -  DN3713
 DN3713  STATE/COUNTY-  FL/LEE
 DN3713  COUNTRY     -  US
 DN3713  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3713
 DN3713                         *CURRENT SURVEY CONTROL
 DN3713  ______________________________________________________________________
 DN3713* NAD 83(1986) POSITION- 26 19 49.8    (N) 081 50 22.0    (W)   HD_HELD2
 DN3713* NAVD 88 ORTHO HEIGHT -     1.561 (meters)        5.12  (feet) ADJUSTED
 DN3713  ______________________________________________________________________
 DN3713  GEOID HEIGHT    -        -23.848 (meters)                     GEOID18
 DN3713  DYNAMIC HEIGHT  -          1.558 (meters)        5.11  (feet) COMP
 DN3713  MODELED GRAVITY -    979,053.0   (mgal)                       NAVD 88
 DN3713
 DN3713  VERT ORDER      -  FIRST     CLASS II
 DN3713
 DN3713.The horizontal coordinates were established by autonomous hand held GPS
 DN3713.observations and have an estimated accuracy of +/- 10 meters.
 DN3713
 DN3713.The orthometric height was determined by differential leveling and
 DN3713.adjusted by the NATIONAL GEODETIC SURVEY
 DN3713.in May 2013.
 DN3713
 DN3713.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3713.GEOID18 height accuracy estimate available here.
 DN3713
 DN3713.Click photographs - Photos may exist for this station.
 DN3713
 DN3713.The dynamic height is computed by dividing the NAVD 88
 DN3713.geopotential number by the normal gravity value computed on the
 DN3713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3713.degrees latitude (g = 980.6199 gals.).
 DN3713
 DN3713.The modeled gravity was interpolated from observed gravity values.
 DN3713
 DN3713;                    North         East    Units  Estimated Accuracy
 DN3713;SPC FL W     -   221,239.      216,028.      MT  (+/- 10 meters HH2 GPS)
 DN3713
 DN3713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1622412557(NAD 83)
 DN3713
 DN3713                          SUPERSEDED SURVEY CONTROL
 DN3713
 DN3713.No superseded survey control is available for this station.
 DN3713
 DN3713_MARKER: DD = SURVEY DISK
 DN3713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3713_STAMPING: 5259 H 2008
 DN3713_MARK LOGO: FLDEP
 DN3713_PROJECTION: RECESSED 10 CENTIMETERS
 DN3713_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3713+STABILITY: SURFACE MOTION
 DN3713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3713+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2008
 DN3713
 DN3713  HISTORY     - Date     Condition        Report By
 DN3713  HISTORY     - 20080827 MONUMENTED       FLDEP
 DN3713  HISTORY     - 20230613 GOOD             USPSQD
 DN3713
 DN3713                          STATION DESCRIPTION
 DN3713
 DN3713'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3713'THE MARK IS ABOUT 10.7 MI (17.2 KM) SOUTHEAST OF FORT MYERS BEACH, 7.7
 DN3713'MI (12.4 KM) SOUTH-SOUTHWEST OF ESTERO, 3.8 MI (6.1 KM) WEST OF BONITA
 DN3713'SPRINGS, IN SECTION 31, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 DN3713'
 DN3713'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3713'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3713'WEST ON BONITA BEACH ROAD (COUNTY ROAD 865) FOR 2.1 MI (3.4 KM) TO THE
 DN3713'ENTRANCE TO THE BONITA BEACH PLANTATION AT 5220 ON THE RIGHT AND THE
 DN3713'MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE MONUMENT RECESSED 0.4
 DN3713'FT (12 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH BONITA
 DN3713'BEACH ROAD WESTBOUND LANES.
 DN3713'
 DN3713'LOCATED 380.0 FT (115.8 M) WEST OF AN NATIONAL GEODETIC SURVEY LOGO
 DN3713'CAP 5259 G 2008, ABOUT 253.0 FT (77.1 M) EAST OF A FLDEP SURVEY MARK
 DN3713'5259 J 2008, 30.6 FT (9.3 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DN3713'ENTRANCE TO BONITA BEACH PLANTATION DRIVEWAY, 30.5 FT (9.3 M) NORTH OF
 DN3713'THE CENTERLINE OF BONITA BEACH ROAD WESTBOUND LANES, 10.2 FT (3.1 M)
 DN3713'NORTHWEST OF A CONCRETE BUS STOP BENCH, 10.2 FT (3.1 M) NORTHEAST OF A
 DN3713'DROP INLET, 1.2 FT (0.4 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A 4.0
 DN3713'FT (1.2 M) TALL WHITE WOODEN FENCE AND 1.0 FT (0.3 M) SOUTH A
 DN3713'CARSONITE WITNESS POST.
 DN3713'
 DN3713'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DN3713'MONUMENT.
 DN3713
 DN3713                          STATION RECOVERY (2023)
 DN3713
 DN3713'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 DN3713'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3714 ***********************************************************************
 DN3714  DESIGNATION -  872 5259 J
 DN3714  PID         -  DN3714
 DN3714  STATE/COUNTY-  FL/LEE
 DN3714  COUNTRY     -  US
 DN3714  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3714
 DN3714                         *CURRENT SURVEY CONTROL
 DN3714  ______________________________________________________________________
 DN3714* NAD 83(1986) POSITION- 26 19 49.9    (N) 081 50 25.6    (W)   HD_HELD2
 DN3714* NAVD 88 ORTHO HEIGHT -     1.547 (meters)        5.08  (feet) ADJUSTED
 DN3714  ______________________________________________________________________
 DN3714  GEOID HEIGHT    -        -23.847 (meters)                     GEOID18
 DN3714  DYNAMIC HEIGHT  -          1.544 (meters)        5.07  (feet) COMP
 DN3714  MODELED GRAVITY -    979,053.0   (mgal)                       NAVD 88
 DN3714
 DN3714  VERT ORDER      -  FIRST     CLASS II
 DN3714
 DN3714.The horizontal coordinates were established by autonomous hand held GPS
 DN3714.observations and have an estimated accuracy of +/- 10 meters.
 DN3714
 DN3714.The orthometric height was determined by differential leveling and
 DN3714.adjusted by the NATIONAL GEODETIC SURVEY
 DN3714.in May 2013.
 DN3714
 DN3714.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3714.GEOID18 height accuracy estimate available here.
 DN3714
 DN3714.Click photographs - Photos may exist for this station.
 DN3714
 DN3714.The dynamic height is computed by dividing the NAVD 88
 DN3714.geopotential number by the normal gravity value computed on the
 DN3714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3714.degrees latitude (g = 980.6199 gals.).
 DN3714
 DN3714.The modeled gravity was interpolated from observed gravity values.
 DN3714
 DN3714;                    North         East    Units  Estimated Accuracy
 DN3714;SPC FL W     -   221,242.      215,928.      MT  (+/- 10 meters HH2 GPS)
 DN3714
 DN3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1612512561(NAD 83)
 DN3714
 DN3714                          SUPERSEDED SURVEY CONTROL
 DN3714
 DN3714.No superseded survey control is available for this station.
 DN3714
 DN3714_MARKER: DD = SURVEY DISK
 DN3714_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN3714_SP_SET: WATER MAIN BASE
 DN3714_STAMPING: 5259 J 2008
 DN3714_MARK LOGO: FLDEP
 DN3714_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN3714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3714+SATELLITE: SATELLITE OBSERVATIONS - August 27, 2008
 DN3714
 DN3714  HISTORY     - Date     Condition        Report By
 DN3714  HISTORY     - 20080827 MONUMENTED       FLDEP
 DN3714  HISTORY     - 20230613 GOOD             USPSQD
 DN3714
 DN3714                          STATION DESCRIPTION
 DN3714
 DN3714'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3714'THE MARK IS ABOUT 10.7 MI (17.2 KM) SOUTHEAST OF FORT MYERS BEACH, 7.7
 DN3714'MI (12.4 KM) SOUTH-SOUTHWEST OF ESTERO, 3.9 MI (6.3 KM) WEST OF BONITA
 DN3714'SPRINGS, IN SECTION 31, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 DN3714'
 DN3714'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3714'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3714'WEST ON BONITA BEACH ROAD (COUNTY ROAD 865) FOR 2.1 MI (3.4 KM) TO THE
 DN3714'MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A CONCRETE BASE FOR A WATER
 DN3714'MAIN FOR THE CITY OF BONITA SPRINGS AND ABOUT 0.4 FT (12 CM) ABOVE THE
 DN3714'LEVEL OF BONITA BEACH ROAD WESTBOUND LANES.
 DN3714'
 DN3714'LOCATED ABOUT 253.0 FT (77.1 M) WEST OF A FLDEP SURVEY MARK 5259 H
 DN3714'2008, 223.4 FT (68.1 M) WEST OF THE CENTERLINE OF THE DRIVEWAY AT
 DN3714'5220, 128.8 FT (39.3 M) EAST OF THE CENTERLINE OF THE DRIVEWAY FOR
 DN3714'VICENZA'S RESTAURANT, 66.1 FT (20.1 M) EAST OF A POWER POLE NUMBER
 DN3714'7-6095-4616, 22.0 FT (6.7 M) NORTH OF THE CENTERLINE OF BONITA BEACH
 DN3714'ROAD AND 1.2 FT (0.4 M) SOUTH OF THE CITY OF BONITA SPRINGS WATER
 DN3714'MAIN.
 DN3714
 DN3714                          STATION RECOVERY (2023)
 DN3714
 DN3714'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 DN3714'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7876 ***********************************************************************
 AD7876  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7876  DESIGNATION -  872 5269 A TIDAL
 AD7876  PID         -  AD7876
 AD7876  STATE/COUNTY-  FL/LEE
 AD7876  COUNTRY     -  US
 AD7876  USGS QUAD   -  BONITA SPRINGS (2018)
 AD7876
 AD7876                         *CURRENT SURVEY CONTROL
 AD7876  ______________________________________________________________________
 AD7876* NAD 83(1986) POSITION- 26 20 10.     (N) 081 49 51.     (W)   SCALED
 AD7876* NAVD 88 ORTHO HEIGHT -     0.717 (meters)        2.35  (feet) POSTED
 AD7876  ______________________________________________________________________
 AD7876  GEOID HEIGHT    -        -23.872 (meters)                     GEOID18
 AD7876  DYNAMIC HEIGHT  -          0.72  (meters)        2.4   (feet) COMP
 AD7876  MODELED GRAVITY -    979,052.8   (mgal)                       NAVD 88
 AD7876
 AD7876  VERT ORDER      -  * POSTED, SEE BELOW
 AD7876
 AD7876.The horizontal coordinates were scaled from a map and have
 AD7876.an estimated accuracy of +/- 6 seconds.
 AD7876
 AD7876.The orthometric height was determined by differential leveling
 AD7876.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7876
 AD7876.* This is a POSTED BENCH MARK height.
 AD7876
 AD7876.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7876.GEOID18 height accuracy estimate available here.
 AD7876
 AD7876.This Tidal Bench Mark is designated as VM 7860
 AD7876.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7876
 AD7876.Click photographs - Photos may exist for this station.
 AD7876
 AD7876.The dynamic height is computed by dividing the NAVD 88
 AD7876.geopotential number by the normal gravity value computed on the
 AD7876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7876.degrees latitude (g = 980.6199 gals.).
 AD7876
 AD7876.The modeled gravity was interpolated from observed gravity values.
 AD7876
 AD7876;                    North         East    Units  Estimated Accuracy
 AD7876;SPC FL W     -   221,860.      216,890.      MT  (+/- 180 meters Scaled)
 AD7876
 AD7876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK170131(NAD 83)
 AD7876
 AD7876                          SUPERSEDED SURVEY CONTROL
 AD7876
 AD7876  NGVD 29 (09/01/92)    1.084  (m)            3.56   (f) ADJUSTED    2 1
 AD7876
 AD7876.Superseded values are not recommended for survey control.
 AD7876
 AD7876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7876.See file dsdata.pdf to determine how the superseded data were derived.
 AD7876
 AD7876_MARKER: DJ = TIDAL STATION DISK
 AD7876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7876_STAMPING: 5269 A 1978
 AD7876_MARK LOGO: NOS
 AD7876_PROJECTION: FLUSH
 AD7876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7876+STABILITY: SURFACE MOTION
 AD7876
 AD7876  HISTORY     - Date     Condition        Report By
 AD7876  HISTORY     - 1978     MONUMENTED       NOS
 AD7876  HISTORY     - 1984     GOOD             FLDNR
 AD7876  HISTORY     - 19980404 MARK NOT FOUND   USPSQD
 AD7876  HISTORY     - 20121024 MARK NOT FOUND   FL-021
 AD7876
 AD7876                          STATION DESCRIPTION
 AD7876
 AD7876'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7876'2 MI WEST FROM BONITA SPRINGS.
 AD7876'BEGIN AT THE INTERSECTION OF STATE ROAD 865 AND U.S. HIGHWAY 41, GO
 AD7876'1.35 MILES WEST ON STATE ROAD 865 TO THE JUNCTION OF IMPERIAL SHORES
 AD7876'BOULEVARD, GO 0.35 MILE NORTH ON IMPERIAL SHORES BOULEVARD TO TARPON
 AD7876'ROAD, GO 0.2 MILE WEST ON TARPON ROAD TO THE ROAD TO RIVERWOOD
 AD7876'ESTATES, GO 0.1 MILE NORTH ON A DIRT ROAD TO THE IMPERIAL RIVER AND
 AD7876'THE MARK.  THE MARK BEARS 16 FEET SOUTH OF THE RIVERS EDGE, 11.4 FEET
 AD7876'SOUTH OF A SMALL PINE TREE, 43.8 FEET WEST OF A LARGE PINE TREE, 78
 AD7876'FEET EAST OF AN OLD DOCK, AND 0.8 FOOT SOUTH OF A WITNESS POST.
 AD7876
 AD7876                          STATION RECOVERY (1998)
 AD7876
 AD7876'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7876'MARK NOT FOUND.
 AD7876
 AD7876                          STATION RECOVERY (2012)
 AD7876
 AD7876'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD7876'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7877 ***********************************************************************
 AD7877  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7877  DESIGNATION -  872 5269 B TIDAL
 AD7877  PID         -  AD7877
 AD7877  STATE/COUNTY-  FL/LEE
 AD7877  COUNTRY     -  US
 AD7877  USGS QUAD   -  BONITA SPRINGS (2018)
 AD7877
 AD7877                         *CURRENT SURVEY CONTROL
 AD7877  ______________________________________________________________________
 AD7877* NAD 83(1986) POSITION- 26 20 06.     (N) 081 49 51.     (W)   SCALED
 AD7877* NAVD 88 ORTHO HEIGHT -     0.771 (meters)        2.53  (feet) POSTED
 AD7877  ______________________________________________________________________
 AD7877  GEOID HEIGHT    -        -23.870 (meters)                     GEOID18
 AD7877  DYNAMIC HEIGHT  -          0.77  (meters)        2.5   (feet) COMP
 AD7877  MODELED GRAVITY -    979,052.8   (mgal)                       NAVD 88
 AD7877
 AD7877  VERT ORDER      -  * POSTED, SEE BELOW
 AD7877
 AD7877.The horizontal coordinates were scaled from a map and have
 AD7877.an estimated accuracy of +/- 6 seconds.
 AD7877
 AD7877.The orthometric height was determined by differential leveling
 AD7877.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7877
 AD7877.* This is a POSTED BENCH MARK height.
 AD7877
 AD7877.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7877.GEOID18 height accuracy estimate available here.
 AD7877
 AD7877.This Tidal Bench Mark is designated as VM 7861
 AD7877.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7877
 AD7877.Click photographs - Photos may exist for this station.
 AD7877
 AD7877.The dynamic height is computed by dividing the NAVD 88
 AD7877.geopotential number by the normal gravity value computed on the
 AD7877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7877.degrees latitude (g = 980.6199 gals.).
 AD7877
 AD7877.The modeled gravity was interpolated from observed gravity values.
 AD7877
 AD7877;                    North         East    Units  Estimated Accuracy
 AD7877;SPC FL W     -   221,740.      216,890.      MT  (+/- 180 meters Scaled)
 AD7877
 AD7877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK170130(NAD 83)
 AD7877
 AD7877                          SUPERSEDED SURVEY CONTROL
 AD7877
 AD7877  NGVD 29 (09/01/92)    1.138  (m)            3.73   (f) ADJUSTED    2 1
 AD7877
 AD7877.Superseded values are not recommended for survey control.
 AD7877
 AD7877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7877.See file dsdata.pdf to determine how the superseded data were derived.
 AD7877
 AD7877_MARKER: DJ = TIDAL STATION DISK
 AD7877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7877_STAMPING: 5269 B 1978
 AD7877_MARK LOGO: NOS
 AD7877_PROJECTION: RECESSED 25 CENTIMETERS
 AD7877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7877+STABILITY: SURFACE MOTION
 AD7877
 AD7877  HISTORY     - Date     Condition        Report By
 AD7877  HISTORY     - 1978     MONUMENTED       NOS
 AD7877  HISTORY     - 1984     GOOD             FLDNR
 AD7877  HISTORY     - 19980404 GOOD             USPSQD
 AD7877  HISTORY     - 20121024 MARK NOT FOUND   FL-021
 AD7877
 AD7877                          STATION DESCRIPTION
 AD7877
 AD7877'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7877'1.9 MI WEST FROM BONITA SPRINGS.
 AD7877'BEGIN AT THE INTERSECTION OF STATE ROAD 865 AND U.S. HIGHWAY 41, GO
 AD7877'1.35 MILES WEST ON STATE ROAD 865 TO THE JUNCTION OF IMPERIAL SHORES
 AD7877'BOULEVARD, GO 0.35 MILE NORTH ON IMPERIAL SHORES BOULEVARD TO TARPON
 AD7877'ROAD, GO 0.2 MILE WEST ON TARPON ROAD TO THE MARK.  THE MARK BEARS 53
 AD7877'FEET NORTH OF THE CENTERLINE OF TARPON ROAD, 33 FEET EAST OF THE
 AD7877'CENTERLINE OF THE ENTRANCE DRIVE TO RIVERWOOD ESTATES, 9.8 FEET
 AD7877'SOUTHEAST OF THE RIVERWOOD ESTATES SIGN, 2.3 FEET SOUTH OF A CHAIN
 AD7877'LINK FENCE, AND 2 FEET SOUTH OF A WITNESS POST.
 AD7877
 AD7877                          STATION RECOVERY (1998)
 AD7877
 AD7877'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7877'RECOVERED IN GOOD CONDITION.
 AD7877
 AD7877                          STATION RECOVERY (2012)
 AD7877
 AD7877'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD7877'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7878 ***********************************************************************
 AD7878  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7878  DESIGNATION -  872 5269 D TIDAL
 AD7878  PID         -  AD7878
 AD7878  STATE/COUNTY-  FL/LEE
 AD7878  COUNTRY     -  US
 AD7878  USGS QUAD   -  BONITA SPRINGS (2018)
 AD7878
 AD7878                         *CURRENT SURVEY CONTROL
 AD7878  ______________________________________________________________________
 AD7878* NAD 83(1986) POSITION- 26 20 06.     (N) 081 49 43.     (W)   SCALED
 AD7878* NAVD 88 ORTHO HEIGHT -     0.591 (meters)        1.94  (feet) POSTED
 AD7878  ______________________________________________________________________
 AD7878  GEOID HEIGHT    -        -23.873 (meters)                     GEOID18
 AD7878  DYNAMIC HEIGHT  -          0.59  (meters)        1.9   (feet) COMP
 AD7878  MODELED GRAVITY -    979,052.7   (mgal)                       NAVD 88
 AD7878
 AD7878  VERT ORDER      -  * POSTED, SEE BELOW
 AD7878
 AD7878.The horizontal coordinates were scaled from a map and have
 AD7878.an estimated accuracy of +/- 6 seconds.
 AD7878
 AD7878.The orthometric height was determined by differential leveling
 AD7878.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7878
 AD7878.* This is a POSTED BENCH MARK height.
 AD7878
 AD7878.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7878.GEOID18 height accuracy estimate available here.
 AD7878
 AD7878.This Tidal Bench Mark is designated as VM 7863
 AD7878.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7878
 AD7878.Click photographs - Photos may exist for this station.
 AD7878
 AD7878.The dynamic height is computed by dividing the NAVD 88
 AD7878.geopotential number by the normal gravity value computed on the
 AD7878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7878.degrees latitude (g = 980.6199 gals.).
 AD7878
 AD7878.The modeled gravity was interpolated from observed gravity values.
 AD7878
 AD7878;                    North         East    Units  Estimated Accuracy
 AD7878;SPC FL W     -   221,740.      217,110.      MT  (+/- 180 meters Scaled)
 AD7878
 AD7878_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK173130(NAD 83)
 AD7878
 AD7878                          SUPERSEDED SURVEY CONTROL
 AD7878
 AD7878  NGVD 29 (09/01/92)    0.958  (m)            3.14   (f) ADJUSTED    2 1
 AD7878
 AD7878.Superseded values are not recommended for survey control.
 AD7878
 AD7878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7878.See file dsdata.pdf to determine how the superseded data were derived.
 AD7878
 AD7878_MARKER: DJ = TIDAL STATION DISK
 AD7878_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AD7878_STAMPING: 5269 D 1978
 AD7878_MARK LOGO: NOS
 AD7878_PROJECTION: RECESSED 5 CENTIMETERS
 AD7878_MAGNETIC: I = MARKER IS A STEEL ROD
 AD7878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7878_ROD/PIPE-DEPTH: 9.75 meters
 AD7878
 AD7878  HISTORY     - Date     Condition        Report By
 AD7878  HISTORY     - 1978     MONUMENTED       NOS
 AD7878  HISTORY     - 1984     GOOD             FLDNR
 AD7878  HISTORY     - 19980404 GOOD             USPSQD
 AD7878  HISTORY     - 20121024 MARK NOT FOUND   FL-021
 AD7878
 AD7878                          STATION DESCRIPTION
 AD7878
 AD7878'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7878'1.8 MI WEST FROM BONITA SPRINGS.
 AD7878'BEGIN AT THE INTERSECTION OF STATE ROAD 865 AND U.S. HIGHWAY 41, GO
 AD7878'1.35 MILES WEST ON STATE ROAD 865 TO THE JUNCTION OF IMPERIAL SHORES
 AD7878'BOULEVARD, GO 0.35 MILE NORTH ON IMPERIAL SHORES BOULEVARD TO TARPON
 AD7878'ROAD, GO 0.1 MILE WEST ON TARPON ROAD TO THE MARK.  THE MARK BEARS 42
 AD7878'FEET NORTH OF THE CENTERLINE OF TARPON ROAD, 60.5 FEET SOUTHEAST OF
 AD7878'THE SOUTHEAST CORNER OF THE BORRUSO HOUSE (RURAL BOX 644), AND 0.8
 AD7878'FOOT SOUTH OF A CABLE TV POLE.
 AD7878
 AD7878                          STATION RECOVERY (1998)
 AD7878
 AD7878'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7878'RECOVERED IN GOOD CONDITION.
 AD7878
 AD7878                          STATION RECOVERY (2012)
 AD7878
 AD7878'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD7878'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7879 ***********************************************************************
 AD7879  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7879  DESIGNATION -  872 5269 E TIDAL
 AD7879  PID         -  AD7879
 AD7879  STATE/COUNTY-  FL/LEE
 AD7879  COUNTRY     -  US
 AD7879  USGS QUAD   -  BONITA SPRINGS (2018)
 AD7879
 AD7879                         *CURRENT SURVEY CONTROL
 AD7879  ______________________________________________________________________
 AD7879* NAD 83(1986) POSITION- 26 20 06.18   (N) 081 49 38.59   (W)   HD_HELD1
 AD7879* NAVD 88 ORTHO HEIGHT -     1.076 (meters)        3.53  (feet) ADJUSTED
 AD7879  ______________________________________________________________________
 AD7879  GEOID HEIGHT    -        -23.875 (meters)                     GEOID18
 AD7879  DYNAMIC HEIGHT  -          1.074 (meters)        3.52  (feet) COMP
 AD7879  MODELED GRAVITY -    979,052.6   (mgal)                       NAVD 88
 AD7879
 AD7879  VERT ORDER      -  FIRST     CLASS II
 AD7879
 AD7879.The horizontal coordinates were determined by differentially corrected
 AD7879.hand held GPS observations or other comparable positioning techniques
 AD7879.and have an estimated accuracy of +/- 3 meters.
 AD7879
 AD7879.The orthometric height was determined by differential leveling and
 AD7879.adjusted by the NATIONAL GEODETIC SURVEY
 AD7879.in May 2013.
 AD7879
 AD7879.No vertical observational check was made to the station.
 AD7879
 AD7879.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7879.GEOID18 height accuracy estimate available here.
 AD7879
 AD7879.This Tidal Bench Mark is designated as VM 7864
 AD7879.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7879
 AD7879.Click photographs - Photos may exist for this station.
 AD7879
 AD7879.The dynamic height is computed by dividing the NAVD 88
 AD7879.geopotential number by the normal gravity value computed on the
 AD7879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7879.degrees latitude (g = 980.6199 gals.).
 AD7879
 AD7879.The modeled gravity was interpolated from observed gravity values.
 AD7879
 AD7879;                    North         East    Units  Estimated Accuracy
 AD7879;SPC FL W     -   221,744.6     217,231.4     MT  (+/- 3 meters HH1 GPS) 
 AD7879
 AD7879_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1743113053(NAD 83)
 AD7879
 AD7879                          SUPERSEDED SURVEY CONTROL
 AD7879
 AD7879  NAVD 88 (??/??/92)    1.075  (m)            3.53   (f) SUPERSEDED  3 0
 AD7879  NGVD 29 (09/01/92)    1.442  (m)            4.73   (f) ADJUSTED    2 1
 AD7879
 AD7879.Superseded values are not recommended for survey control.
 AD7879
 AD7879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7879.See file dsdata.pdf to determine how the superseded data were derived.
 AD7879
 AD7879_MARKER: DJ = TIDAL STATION DISK
 AD7879_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AD7879_STAMPING: 5269 E 1978
 AD7879_MARK LOGO: NOS
 AD7879_PROJECTION: PROJECTING 3 CENTIMETERS
 AD7879_MAGNETIC: I = MARKER IS A STEEL ROD
 AD7879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7879+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 AD7879
 AD7879  HISTORY     - Date     Condition        Report By
 AD7879  HISTORY     - 1978     MONUMENTED       NOS
 AD7879  HISTORY     - 1984     GOOD             FLDNR
 AD7879  HISTORY     - 19980404 GOOD             USPSQD
 AD7879  HISTORY     - 20080808 GOOD             FLDEP
 AD7879  HISTORY     - 20121106 GOOD             FL-021
 AD7879  HISTORY     - 20230619 GOOD             USPSQD
 AD7879
 AD7879                          STATION DESCRIPTION
 AD7879
 AD7879'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7879'1.7 MI WEST FROM BONITA SPRINGS.
 AD7879'BEGIN AT THE INTERSECTION OF STATE ROAD 865 AND U.S. HIGHWAY 41, GO
 AD7879'1.35 MILES WEST ON STATE ROAD 865 TO THE JUNCTION OF IMPERIAL SHORES
 AD7879'BOULEVARD, GO 0.35 MILE NORTH ON IMPERIAL SHORES BOULEVARD TO TARPON
 AD7879'ROAD AND THE MARK.  THE MARK BEARS 50 FEET SOUTH OF THE CENTERLINE OF
 AD7879'TARPON ROAD, 36 FEET WEST OF THE CENTERLINE OF IMPERIAL SHORES
 AD7879'BOULEVARD, 68.5 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A
 AD7879'HOUSE, AND 1.5 FEET NORTHEAST OF POWER POLE 7-6195-3148-02.
 AD7879
 AD7879                          STATION RECOVERY (1998)
 AD7879
 AD7879'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7879'RECOVERED IN GOOD CONDITION.
 AD7879
 AD7879                          STATION RECOVERY (2008)
 AD7879
 AD7879'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7879'THE MARK IS ABOUT 11.1 MI (17.9 KM) SOUTHEAST OF FORT MYERS BEACH, 7.4
 AD7879'MI (11.9 KM) SOUTH OF ESTERO, 3.0 MI (4.8 KM) WEST OF BONITA SPRINGS,
 AD7879'IN SECTION 32, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 AD7879'
 AD7879'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 AD7879'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 AD7879'WEST ON BONITA BEACH ROAD (COUNTY ROAD 865) FOR 1.35 MI (2.2 KM) TO
 AD7879'THE INTERSECTION OF IMPERIAL SHORES BOULEVARD.  TURN RIGHT ON IMPERIAL
 AD7879'SHORES BOULEVARD AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE INTERSECTION
 AD7879'OF TARPON AVENUE AND THE MARK ON THE LEFT, AN NOS BENCH MARK DISK
 AD7879'CLAMPED TO THE TOP OF A GALVANIZED STEEL ROD DRIVEN INTO THE GROUND
 AD7879'AND INSIDE OF A 4-INCH (10 CM) PVC PIPE PROJECTING 0.1 FT (0.0 M)
 AD7879'ABOVE THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF
 AD7879'IMPERIAL SHORES BOULEVARD.
 AD7879'
 AD7879'LOCATED 49.0 FT (14.9 M) SOUTH OF THE CENTERLINE OF TARPON AVENUE,
 AD7879'36.2 FT (11.0 M) WEST OF THE CENTERLINE OF IMPERIAL SHORES BOULEVARD,
 AD7879'3.5 FT (1.1 M) NORTHEAST OF A WOODEN POWER POLE NUMBER 76195 3147 WITH
 AD7879'A TRANSFORMER, ONE LIGHT, TWO GUY WIRES ATTACHED AND 0.9 FT (27 CM)
 AD7879'NORTHEAST OF THE NORTHEAST CORNER OF A SPRINT UNDERGROUND CABLE BOX
 AD7879'NUMBER 1638.
 AD7879'
 AD7879'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AD7879'MONUMENT.
 AD7879
 AD7879                          STATION RECOVERY (2012)
 AD7879
 AD7879'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD7879'RECOVERED IN GOOD CONDITION.
 AD7879
 AD7879                          STATION RECOVERY (2023)
 AD7879
 AD7879'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 AD7879'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3707 ***********************************************************************
 DN3707  DESIGNATION -  872 5269 F
 DN3707  PID         -  DN3707
 DN3707  STATE/COUNTY-  FL/LEE
 DN3707  COUNTRY     -  US
 DN3707  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3707
 DN3707                         *CURRENT SURVEY CONTROL
 DN3707  ______________________________________________________________________
 DN3707* NAD 83(1986) POSITION- 26 20 06.3    (N) 081 49 51.7    (W)   HD_HELD2
 DN3707* NAVD 88 ORTHO HEIGHT -     0.752 (meters)        2.47  (feet) ADJUSTED
 DN3707  ______________________________________________________________________
 DN3707  GEOID HEIGHT    -        -23.870 (meters)                     GEOID18
 DN3707  DYNAMIC HEIGHT  -          0.750 (meters)        2.46  (feet) COMP
 DN3707  MODELED GRAVITY -    979,052.8   (mgal)                       NAVD 88
 DN3707
 DN3707  VERT ORDER      -  FIRST     CLASS II
 DN3707
 DN3707.The horizontal coordinates were established by autonomous hand held GPS
 DN3707.observations and have an estimated accuracy of +/- 10 meters.
 DN3707
 DN3707.The orthometric height was determined by differential leveling and
 DN3707.adjusted by the NATIONAL GEODETIC SURVEY
 DN3707.in May 2013.
 DN3707
 DN3707.No vertical observational check was made to the station.
 DN3707
 DN3707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3707.GEOID18 height accuracy estimate available here.
 DN3707
 DN3707.Click photographs - Photos may exist for this station.
 DN3707
 DN3707.The dynamic height is computed by dividing the NAVD 88
 DN3707.geopotential number by the normal gravity value computed on the
 DN3707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3707.degrees latitude (g = 980.6199 gals.).
 DN3707
 DN3707.The modeled gravity was interpolated from observed gravity values.
 DN3707
 DN3707;                    North         East    Units  Estimated Accuracy
 DN3707;SPC FL W     -   221,748.      216,868.      MT  (+/- 10 meters HH2 GPS)
 DN3707
 DN3707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1706813059(NAD 83)
 DN3707
 DN3707                          SUPERSEDED SURVEY CONTROL
 DN3707
 DN3707.No superseded survey control is available for this station.
 DN3707
 DN3707_MARKER: F = FLANGE-ENCASED ROD
 DN3707_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN3707_STAMPING: 5269 F 2008
 DN3707_MARK LOGO: NGS
 DN3707_PROJECTION: FLUSH
 DN3707_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3707_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3707+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 DN3707_ROD/PIPE-DEPTH: 7.7 meters
 DN3707
 DN3707  HISTORY     - Date     Condition        Report By
 DN3707  HISTORY     - 20080808 MONUMENTED       FLDEP
 DN3707
 DN3707                          STATION DESCRIPTION
 DN3707
 DN3707'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3707'THE MARK IS ABOUT 10.9 MI (17.5 KM) SOUTHEAST OF FORT MYERS BEACH, 7.2
 DN3707'MI (11.6 KM) SOUTH OF ESTERO, 3.2 MI (5.1 KM) WEST OF BONITA SPRINGS,
 DN3707'IN SECTION 32, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 DN3707'
 DN3707'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3707'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3707'WEST ON BONITA BEACH ROAD (COUNTY ROAD 865) FOR 1.35 MI (2.2 KM) TO
 DN3707'THE INTERSECTION OF IMPERIAL SHORES BOULEVARD.  TURN RIGHT ON IMPERIAL
 DN3707'SHORES BOULEVARD AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE INTERSECTION
 DN3707'OF TARPON ROAD.  TURN LEFT ON TARPON ROAD AND GO WEST FOR 0.25 MI (0.4
 DN3707'KM) TO THE DEAD END OF TARPON ROAD AND THE MARK STRAIGHT AHEAD, A
 DN3707'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 25.3 FT (7.7 M)
 DN3707'WITH A NATIONAL GEODETIC SURVEY LOGO CAP PROJECTING 1.0 FT (0.3 M)
 DN3707'ABOVE THE LEVEL OF THE GROUND AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL
 DN3707'OF TARPON ROAD, THE DATUM POINT IS RECESSED 0.5 FT (15 CM) BELOW THE
 DN3707'LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3707'
 DN3707'LOCATED 62.6 FT (19.1 M) NORTH OF THE NORTHWEST CORNER OF A TWO TONE
 DN3707'LAVENDER HOUSE AT 4873, 18.1 FT (5.5 M) WEST OF THE SOUTHEAST CORNER
 DN3707'OF THE EASTERN MOST SECTION OF THE RETAINING WALL, 17.1 FT (5.2 M)
 DN3707'NORTH OF THE SOUTHEAST CORNER OF THE SOUTHERN MOST END OF THE
 DN3707'RETAINING WALL, 3.0 FT (0.9 M) SOUTHEAST OF THE NORTHWEST CORNER OF
 DN3707'THE RETAINING WALL AND 2.7 FT (0.8 M) EAST OF A CARSONITE WITNESS
 DN3707'POST.
 DN3707'
 DN3707'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DN3707'CAP.
 DN3707'
 DN3707'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DN3707'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3706 ***********************************************************************
 DN3706  DESIGNATION -  872 5269 G
 DN3706  PID         -  DN3706
 DN3706  STATE/COUNTY-  FL/LEE
 DN3706  COUNTRY     -  US
 DN3706  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3706
 DN3706                         *CURRENT SURVEY CONTROL
 DN3706  ______________________________________________________________________
 DN3706* NAD 83(1986) POSITION- 26 20 07.3    (N) 081 49 45.6    (W)   HD_HELD2
 DN3706* NAVD 88 ORTHO HEIGHT -     0.698 (meters)        2.29  (feet) ADJUSTED
 DN3706  ______________________________________________________________________
 DN3706  GEOID HEIGHT    -        -23.873 (meters)                     GEOID18
 DN3706  DYNAMIC HEIGHT  -          0.697 (meters)        2.29  (feet) COMP
 DN3706  MODELED GRAVITY -    979,052.7   (mgal)                       NAVD 88
 DN3706
 DN3706  VERT ORDER      -  FIRST     CLASS II
 DN3706
 DN3706.The horizontal coordinates were established by autonomous hand held GPS
 DN3706.observations and have an estimated accuracy of +/- 10 meters.
 DN3706
 DN3706.The orthometric height was determined by differential leveling and
 DN3706.adjusted by the NATIONAL GEODETIC SURVEY
 DN3706.in May 2013.
 DN3706
 DN3706.No vertical observational check was made to the station.
 DN3706
 DN3706.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3706.GEOID18 height accuracy estimate available here.
 DN3706
 DN3706.Click photographs - Photos may exist for this station.
 DN3706
 DN3706.The dynamic height is computed by dividing the NAVD 88
 DN3706.geopotential number by the normal gravity value computed on the
 DN3706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3706.degrees latitude (g = 980.6199 gals.).
 DN3706
 DN3706.The modeled gravity was interpolated from observed gravity values.
 DN3706
 DN3706;                    North         East    Units  Estimated Accuracy
 DN3706;SPC FL W     -   221,779.      217,037.      MT  (+/- 10 meters HH2 GPS)
 DN3706
 DN3706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1723713089(NAD 83)
 DN3706
 DN3706                          SUPERSEDED SURVEY CONTROL
 DN3706
 DN3706.No superseded survey control is available for this station.
 DN3706
 DN3706_MARKER: DD = SURVEY DISK
 DN3706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3706_STAMPING: 5269 G 2008
 DN3706_MARK LOGO: FLDEP
 DN3706_PROJECTION: RECESSED 5 CENTIMETERS
 DN3706_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3706+STABILITY: SURFACE MOTION
 DN3706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3706+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 DN3706
 DN3706  HISTORY     - Date     Condition        Report By
 DN3706  HISTORY     - 20080808 MONUMENTED       FLDEP
 DN3706  HISTORY     - 20230619 GOOD             USPSQD
 DN3706
 DN3706                          STATION DESCRIPTION
 DN3706
 DN3706'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3706'THE MARK IS ABOUT 10.9 MI (17.5 KM) SOUTHEAST OF FORT MYERS BEACH, 7.2
 DN3706'MI (11.6 KM) SOUTH OF ESTERO, 3.1 MI (5.0 KM) WEST OF BONITA SPRINGS,
 DN3706'IN SECTION 32, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 DN3706'
 DN3706'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3706'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3706'WEST ON BONITA BEACH ROAD (COUNTY ROAD 865) FOR 1.35 MI (2.2 KM) TO
 DN3706'THE JUNCTION OF IMPERIAL SHORES BOULEVARD ON THE RIGHT.  TURN RIGHT ON
 DN3706'IMPERIAL SHORES BOULEVARD AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE
 DN3706'INTERSECTION OF TARPON ROAD.  TURN LEFT ON TARPON ROAD AND GO WEST FOR
 DN3706'0.1 MI (0.2 KM) TO THE JUNCTION OF WOODBRIDGE ROAD ON THE RIGHT AND
 DN3706'THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DN3706'RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL
 DN3706'WITH TARPON AVENUE.
 DN3706'
 DN3706'LOCATED 103.7 FT (31.6 M) WEST OF THE CENTERLINE OF WOODBRIDGE ROAD,
 DN3706'50.4 FT (15.4 M) NORTH OF THE CENTERLINE OF TARPON AVENUE, 8.3 FT (2.5
 DN3706'M) EAST OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY AT 4844, 1.7 FT
 DN3706'(0.5 M) EAST OF A CARSONITE WITNESS POST AND 1.4 FT (0.4 M) SOUTH OF A
 DN3706'FENCE.    NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE
 DN3706'OF THE MONUMENT.
 DN3706
 DN3706                          STATION RECOVERY (2023)
 DN3706
 DN3706'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 DN3706'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3705 ***********************************************************************
 DN3705  DESIGNATION -  872 5269 H
 DN3705  PID         -  DN3705
 DN3705  STATE/COUNTY-  FL/LEE
 DN3705  COUNTRY     -  US
 DN3705  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3705
 DN3705                         *CURRENT SURVEY CONTROL
 DN3705  ______________________________________________________________________
 DN3705* NAD 83(1986) POSITION- 26 20 02.8    (N) 081 49 38.2    (W)   HD_HELD2
 DN3705* NAVD 88 ORTHO HEIGHT -     1.235 (meters)        4.05  (feet) ADJUSTED
 DN3705  ______________________________________________________________________
 DN3705  GEOID HEIGHT    -        -23.873 (meters)                     GEOID18
 DN3705  DYNAMIC HEIGHT  -          1.233 (meters)        4.05  (feet) COMP
 DN3705  MODELED GRAVITY -    979,052.6   (mgal)                       NAVD 88
 DN3705
 DN3705  VERT ORDER      -  FIRST     CLASS II
 DN3705
 DN3705.The horizontal coordinates were established by autonomous hand held GPS
 DN3705.observations and have an estimated accuracy of +/- 10 meters.
 DN3705
 DN3705.The orthometric height was determined by differential leveling and
 DN3705.adjusted by the NATIONAL GEODETIC SURVEY
 DN3705.in May 2013.
 DN3705
 DN3705.No vertical observational check was made to the station.
 DN3705
 DN3705.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3705.GEOID18 height accuracy estimate available here.
 DN3705
 DN3705.Click photographs - Photos may exist for this station.
 DN3705
 DN3705.The dynamic height is computed by dividing the NAVD 88
 DN3705.geopotential number by the normal gravity value computed on the
 DN3705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3705.degrees latitude (g = 980.6199 gals.).
 DN3705
 DN3705.The modeled gravity was interpolated from observed gravity values.
 DN3705
 DN3705;                    North         East    Units  Estimated Accuracy
 DN3705;SPC FL W     -   221,641.      217,242.      MT  (+/- 10 meters HH2 GPS)
 DN3705
 DN3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1744112949(NAD 83)
 DN3705
 DN3705                          SUPERSEDED SURVEY CONTROL
 DN3705
 DN3705.No superseded survey control is available for this station.
 DN3705
 DN3705_MARKER: DD = SURVEY DISK
 DN3705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3705_STAMPING: 5269 H 2008
 DN3705_MARK LOGO: FLDEP
 DN3705_PROJECTION: RECESSED 10 CENTIMETERS
 DN3705_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3705+STABILITY: SURFACE MOTION
 DN3705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3705+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 DN3705
 DN3705  HISTORY     - Date     Condition        Report By
 DN3705  HISTORY     - 20080808 MONUMENTED       FLDEP
 DN3705
 DN3705                          STATION DESCRIPTION
 DN3705
 DN3705'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3705'THE MARK IS ABOUT 11.0 MI (17.7 KM) SOUTHEAST OF FORT MYERS BEACH, 7.2
 DN3705'MI (11.6 KM) SOUTH OF ESTERO, 3.0 MI (4.8 KM) WEST OF BONITA SPRINGS,
 DN3705'IN SECTION 32, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 DN3705'
 DN3705'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3705'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3705'WEST ON BONITA BEACH ROAD (COUNTY ROAD 865) FOR 1.35 MI (2.2 KM) TO
 DN3705'THE INTERSECTION OF IMPERIAL SHORES BOULEVARD.  TURN RIGHT ON IMPERIAL
 DN3705'SHORES BOULEVARD AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF
 DN3705'ESPLANADE STREET ON THE LEFT AND THE MARK ON THE LEFT, SET IN THE TOP
 DN3705'OF A ROUND CONCRETE MONUMENT RECESSED 0.4 FT (12 CM) BELOW THE LEVEL
 DN3705'OF THE GROUND AND ABOUT LEVEL WITH IMPERIAL SHORES BOULEVARD.
 DN3705'
 DN3705'LOCATED 80.6 FT (24.6 M) EAST OF A CONCRETE DRIVEWAY AT 4806, 45.8 FT
 DN3705'(14.0 M) SOUTH OF THE EXTENDED CENTERLINE OF MARINER ROAD, 27.0 FT
 DN3705'(8.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF ESPLANADE STREET, 24.3
 DN3705'FT (7.4 M) WEST OF THE CENTERLINE OF IMPERIAL SHORES BOULEVARD AND 2.0
 DN3705'FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST.
 DN3705'
 DN3705'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DN3705'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3704 ***********************************************************************
 DN3704  DESIGNATION -  872 5269 J
 DN3704  PID         -  DN3704
 DN3704  STATE/COUNTY-  FL/LEE
 DN3704  COUNTRY     -  US
 DN3704  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3704
 DN3704                         *CURRENT SURVEY CONTROL
 DN3704  ______________________________________________________________________
 DN3704* NAD 83(1986) POSITION- 26 19 56.8    (N) 081 49 37.4    (W)   HD_HELD2
 DN3704* NAVD 88 ORTHO HEIGHT -     1.477 (meters)        4.85  (feet) ADJUSTED
 DN3704  ______________________________________________________________________
 DN3704  GEOID HEIGHT    -        -23.870 (meters)                     GEOID18
 DN3704  DYNAMIC HEIGHT  -          1.475 (meters)        4.84  (feet) COMP
 DN3704  MODELED GRAVITY -    979,052.5   (mgal)                       NAVD 88
 DN3704
 DN3704  VERT ORDER      -  FIRST     CLASS II
 DN3704
 DN3704.The horizontal coordinates were established by autonomous hand held GPS
 DN3704.observations and have an estimated accuracy of +/- 10 meters.
 DN3704
 DN3704.The orthometric height was determined by differential leveling and
 DN3704.adjusted by the NATIONAL GEODETIC SURVEY
 DN3704.in May 2013.
 DN3704
 DN3704.No vertical observational check was made to the station.
 DN3704
 DN3704.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3704.GEOID18 height accuracy estimate available here.
 DN3704
 DN3704.Click photographs - Photos may exist for this station.
 DN3704
 DN3704.The dynamic height is computed by dividing the NAVD 88
 DN3704.geopotential number by the normal gravity value computed on the
 DN3704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3704.degrees latitude (g = 980.6199 gals.).
 DN3704
 DN3704.The modeled gravity was interpolated from observed gravity values.
 DN3704
 DN3704;                    North         East    Units  Estimated Accuracy
 DN3704;SPC FL W     -   221,456.      217,265.      MT  (+/- 10 meters HH2 GPS)
 DN3704
 DN3704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1746212765(NAD 83)
 DN3704
 DN3704                          SUPERSEDED SURVEY CONTROL
 DN3704
 DN3704.No superseded survey control is available for this station.
 DN3704
 DN3704_MARKER: DD = SURVEY DISK
 DN3704_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN3704_SP_SET: SEWER STRUCTURE
 DN3704_STAMPING: 5269 J 2008
 DN3704_MARK LOGO: FLDEP
 DN3704_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3704_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN3704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3704+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 DN3704
 DN3704  HISTORY     - Date     Condition        Report By
 DN3704  HISTORY     - 20080808 MONUMENTED       FLDEP
 DN3704  HISTORY     - 20230613 GOOD             USPSQD
 DN3704
 DN3704                          STATION DESCRIPTION
 DN3704
 DN3704'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3704'THE MARK IS ABOUT 11.1 MI (17.9 KM) SOUTHEAST OF FORT MYERS BEACH, 7.4
 DN3704'MI (11.9 KM) SOUTH OF ESTERO, 3.0 MI (4.8 KM) WEST OF BONITA SPRINGS,
 DN3704'IN SECTION 32, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 DN3704'
 DN3704'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3704'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3704'WEST ON BONITA BEACH ROAD (COUNTY ROAD 865) FOR 1.35 MI (2.2 KM) TO
 DN3704'THE JUNCTION OF IMPERIAL SHORES BOULEVARD ON THE RIGHT.  TURN RIGHT ON
 DN3704'IMPERIAL SHORES BOULEVARD AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE
 DN3704'JUNCTION OF PINE LAKE ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, SET
 DN3704'FLUSH IN THE TOP OF A ROUND CONCRETE SEWER STRUCTURE AND ABOUT 1.0 FT
 DN3704'(0.3 M) ABOVE THE LEVEL OF IMPERIAL SHORES BOULEVARD.
 DN3704'
 DN3704'LOCATED 94.7 FT (28.9 M) WEST OF THE EXTENDED CENTERLINE OF A DRIVEWAY
 DN3704'AT 4472, 79.8 FT (24.3 M) NORTH OF A POWER POLE NUMBER 76193228 WITH
 DN3704'TWO TRANSFORMERS ONE LIGHT ATTACHED, 34.6 FT (10.5 M) EAST OF THE
 DN3704'APPROXIMATE CENTERLINE OF IMPERIAL SHORES BOULEVARD, 31.8 FT (9.7 M)
 DN3704'SOUTH OF THE APPROXIMATE CENTERLINE OF PINE LAKE ROAD AND 3.9 FT (1.2
 DN3704'M) WEST OF A BONITA SPRINGS SEWER UTILITY BOX.
 DN3704
 DN3704                          STATION RECOVERY (2023)
 DN3704
 DN3704'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 DN3704'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6335 ***********************************************************************
 AD6335  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6335  DESIGNATION -  872 5271 A TIDAL
 AD6335  PID         -  AD6335
 AD6335  STATE/COUNTY-  FL/LEE
 AD6335  COUNTRY     -  US
 AD6335  USGS QUAD   -  BONITA SPRINGS (2018)
 AD6335
 AD6335                         *CURRENT SURVEY CONTROL
 AD6335  ______________________________________________________________________
 AD6335* NAD 83(1986) POSITION- 26 20 34.20   (N) 081 46 44.22   (W)   HD_HELD1
 AD6335* NAVD 88 ORTHO HEIGHT -     0.955 (meters)        3.13  (feet) ADJUSTED
 AD6335  ______________________________________________________________________
 AD6335  GEOID HEIGHT    -        -23.952 (meters)                     GEOID18
 AD6335  DYNAMIC HEIGHT  -          0.953 (meters)        3.13  (feet) COMP
 AD6335  MODELED GRAVITY -    979,051.2   (mgal)                       NAVD 88
 AD6335
 AD6335  VERT ORDER      -  FIRST     CLASS II
 AD6335
 AD6335.The horizontal coordinates were determined by differentially corrected
 AD6335.hand held GPS observations or other comparable positioning techniques
 AD6335.and have an estimated accuracy of +/- 3 meters.
 AD6335
 AD6335.The orthometric height was determined by differential leveling and
 AD6335.adjusted by the NATIONAL GEODETIC SURVEY
 AD6335.in May 2013.
 AD6335
 AD6335.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6335.GEOID18 height accuracy estimate available here.
 AD6335
 AD6335.This Tidal Bench Mark is designated as VM 7865
 AD6335.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6335
 AD6335.Click photographs - Photos may exist for this station.
 AD6335
 AD6335.The dynamic height is computed by dividing the NAVD 88
 AD6335.geopotential number by the normal gravity value computed on the
 AD6335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6335.degrees latitude (g = 980.6199 gals.).
 AD6335
 AD6335.The modeled gravity was interpolated from observed gravity values.
 AD6335
 AD6335;                    North         East    Units  Estimated Accuracy
 AD6335;SPC FL W     -   222,614.2     222,065.1     MT  (+/- 3 meters HH1 GPS) 
 AD6335
 AD6335_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2227013885(NAD 83)
 AD6335
 AD6335                          SUPERSEDED SURVEY CONTROL
 AD6335
 AD6335  NAVD 88 (06/15/91)    0.953  (m)            3.13   (f) SUPERSEDED  2 1
 AD6335  NGVD 29 (09/01/92)    1.322  (m)            4.34   (f) ADJUSTED    2 1
 AD6335
 AD6335.Superseded values are not recommended for survey control.
 AD6335
 AD6335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6335.See file dsdata.pdf to determine how the superseded data were derived.
 AD6335
 AD6335_MARKER: DB = BENCH MARK DISK
 AD6335_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD6335_SP_SET: SEAWALL
 AD6335_STAMPING: 5271 A 1978
 AD6335_MARK LOGO: NOS
 AD6335_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6335+STABILITY: SURFACE MOTION
 AD6335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6335+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2016
 AD6335
 AD6335  HISTORY     - Date     Condition        Report By
 AD6335  HISTORY     - 1978     MONUMENTED       NOS
 AD6335  HISTORY     - 1984     GOOD             FLDNR
 AD6335  HISTORY     - 1990     GOOD             USPSQD
 AD6335  HISTORY     - 19980105 GOOD             USPSQD
 AD6335  HISTORY     - 20080808 GOOD             FLDEP
 AD6335  HISTORY     - 20110923 GOOD             GEOCAC
 AD6335  HISTORY     - 20160123 GOOD             GEOCAC
 AD6335
 AD6335                          STATION DESCRIPTION
 AD6335
 AD6335'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6335'IN BONITA SPRINGS.
 AD6335'THE MARK IS NEAR THE OLD U.S. HIGHWAY 41 BRIDGE OVER THE IMPERIAL
 AD6335'RIVER, 30 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, SET IN
 AD6335'THE CONCRETE SEAWALL NEAR THE SOUTHWEST CORNER OF THE BAMBOO MOBILE
 AD6335'HOME VILLAGE.
 AD6335
 AD6335                          STATION RECOVERY (1990)
 AD6335
 AD6335'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6335'RECOVERED IN GOOD CONDITION.
 AD6335
 AD6335                          STATION RECOVERY (1998)
 AD6335
 AD6335'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD6335'RECOVERED IN GOOD CONDITION.
 AD6335
 AD6335                          STATION RECOVERY (2008)
 AD6335
 AD6335'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6335'RECOVERED AS DESCRIBED.
 AD6335
 AD6335                          STATION RECOVERY (2011)
 AD6335
 AD6335'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AD6335'RECOVERED IN GOOD CONDITION.
 AD6335
 AD6335                          STATION RECOVERY (2016)
 AD6335
 AD6335'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD6335'RECOVERED IN GOOD CONDITION.  THE MOBILE HOME VILLAGE HAS BEEN
 AD6335'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6334 ***********************************************************************
 AD6334  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6334  DESIGNATION -  872 5271 B TIDAL
 AD6334  PID         -  AD6334
 AD6334  STATE/COUNTY-  FL/LEE
 AD6334  COUNTRY     -  US
 AD6334  USGS QUAD   -  BONITA SPRINGS (2018)
 AD6334
 AD6334                         *CURRENT SURVEY CONTROL
 AD6334  ______________________________________________________________________
 AD6334* NAD 83(1986) POSITION- 26 20 36.00   (N) 081 46 47.76   (W)   HD_HELD1
 AD6334* NAVD 88 ORTHO HEIGHT -     2.146 (meters)        7.04  (feet) ADJUSTED
 AD6334  ______________________________________________________________________
 AD6334  GEOID HEIGHT    -        -23.952 (meters)                     GEOID18
 AD6334  DYNAMIC HEIGHT  -          2.143 (meters)        7.03  (feet) COMP
 AD6334  MODELED GRAVITY -    979,051.2   (mgal)                       NAVD 88
 AD6334
 AD6334  VERT ORDER      -  FIRST     CLASS II
 AD6334
 AD6334.The horizontal coordinates were determined by differentially corrected
 AD6334.hand held GPS observations or other comparable positioning techniques
 AD6334.and have an estimated accuracy of +/- 3 meters.
 AD6334
 AD6334.The orthometric height was determined by differential leveling and
 AD6334.adjusted by the NATIONAL GEODETIC SURVEY
 AD6334.in May 2013.
 AD6334
 AD6334.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6334.GEOID18 height accuracy estimate available here.
 AD6334
 AD6334.This Tidal Bench Mark is designated as VM 7866
 AD6334.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6334
 AD6334.Click photographs - Photos may exist for this station.
 AD6334
 AD6334.The dynamic height is computed by dividing the NAVD 88
 AD6334.geopotential number by the normal gravity value computed on the
 AD6334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6334.degrees latitude (g = 980.6199 gals.).
 AD6334
 AD6334.The modeled gravity was interpolated from observed gravity values.
 AD6334
 AD6334;                    North         East    Units  Estimated Accuracy
 AD6334;SPC FL W     -   222,669.4     221,966.9     MT  (+/- 3 meters HH1 GPS) 
 AD6334
 AD6334_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2217213941(NAD 83)
 AD6334
 AD6334                          SUPERSEDED SURVEY CONTROL
 AD6334
 AD6334  NAVD 88 (06/15/91)    2.153  (m)            7.06   (f) SUPERSEDED  2 1
 AD6334  NGVD 29 (09/01/92)    2.521  (m)            8.27   (f) ADJUSTED    2 1
 AD6334
 AD6334.Superseded values are not recommended for survey control.
 AD6334
 AD6334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6334.See file dsdata.pdf to determine how the superseded data were derived.
 AD6334
 AD6334_MARKER: DJ = TIDAL STATION DISK
 AD6334_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6334_SP_SET: STEP
 AD6334_STAMPING: 5271 B 1978
 AD6334_MARK LOGO: NOS
 AD6334_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD6334+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2016
 AD6334
 AD6334  HISTORY     - Date     Condition        Report By
 AD6334  HISTORY     - 1978     MONUMENTED       NOS
 AD6334  HISTORY     - 1984     GOOD             FLDNR
 AD6334  HISTORY     - 1990     GOOD             USPSQD
 AD6334  HISTORY     - 19980105 GOOD             USPSQD
 AD6334  HISTORY     - 20080808 GOOD             FLDEP
 AD6334  HISTORY     - 20110923 GOOD             GEOCAC
 AD6334  HISTORY     - 20160123 GOOD             GEOCAC
 AD6334
 AD6334                          STATION DESCRIPTION
 AD6334
 AD6334'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6334'IN BONITA SPRINGS.
 AD6334'THE MARK IS SET IN THE STEPS AT THE ENTRANCE TO THE EVERGLADES WONDER
 AD6334'GARDENS, 210 FEET NORTH OF THE NORTH END OF THE OLD U.S. HIGHWAY 41
 AD6334'BRIDGE OVER THE IMPERIAL RIVER, 67 FEET WEST OF THE CENTERLINE OF OLD
 AD6334'U.S. 41, AND 13 FEET SOUTHEAST OF THE ENTRANCE DOOR.
 AD6334
 AD6334                          STATION RECOVERY (1990)
 AD6334
 AD6334'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6334'RECOVERED IN GOOD CONDITION.
 AD6334
 AD6334                          STATION RECOVERY (1998)
 AD6334
 AD6334'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD6334'RECOVERED IN GOOD CONDITION.
 AD6334
 AD6334                          STATION RECOVERY (2008)
 AD6334
 AD6334'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6334'RECOVERED IN GOOD CONDITION, AT THE EVERGLADES WONDER GARDENS, 27180
 AD6334'OLD U.S. HIGHWAY 41 (COUNTY ROAD 887).
 AD6334
 AD6334                          STATION RECOVERY (2011)
 AD6334
 AD6334'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AD6334'RECOVERED IN GOOD CONDITION.
 AD6334
 AD6334                          STATION RECOVERY (2016)
 AD6334
 AD6334'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD6334'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6332 ***********************************************************************
 AD6332  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6332  DESIGNATION -  872 5271 C TIDAL
 AD6332  PID         -  AD6332
 AD6332  STATE/COUNTY-  FL/LEE
 AD6332  COUNTRY     -  US
 AD6332  USGS QUAD   -  BONITA SPRINGS (2018)
 AD6332
 AD6332                         *CURRENT SURVEY CONTROL
 AD6332  ______________________________________________________________________
 AD6332* NAD 83(1986) POSITION- 26 20 38.     (N) 081 46 44.     (W)   SCALED
 AD6332* NAVD 88 ORTHO HEIGHT -     2.056 (meters)        6.75  (feet) ADJUSTED
 AD6332  ______________________________________________________________________
 AD6332  GEOID HEIGHT    -        -23.954 (meters)                     GEOID18
 AD6332  DYNAMIC HEIGHT  -          2.052 (meters)        6.73  (feet) COMP
 AD6332  MODELED GRAVITY -    979,051.2   (mgal)                       NAVD 88
 AD6332
 AD6332  VERT ORDER      -  SECOND    CLASS I
 AD6332
 AD6332.The horizontal coordinates were scaled from a map and have
 AD6332.an estimated accuracy of +/- 6 seconds.
 AD6332
 AD6332.The orthometric height was determined by differential leveling and
 AD6332.adjusted by the NATIONAL GEODETIC SURVEY
 AD6332.in June 1991.
 AD6332
 AD6332.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6332.GEOID18 height accuracy estimate available here.
 AD6332
 AD6332.This Tidal Bench Mark is designated as VM 7867
 AD6332.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6332
 AD6332.Click photographs - Photos may exist for this station.
 AD6332
 AD6332.The dynamic height is computed by dividing the NAVD 88
 AD6332.geopotential number by the normal gravity value computed on the
 AD6332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6332.degrees latitude (g = 980.6199 gals.).
 AD6332
 AD6332.The modeled gravity was interpolated from observed gravity values.
 AD6332
 AD6332;                    North         East    Units  Estimated Accuracy
 AD6332;SPC FL W     -   222,730.      222,070.      MT  (+/- 180 meters Scaled)
 AD6332
 AD6332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK222140(NAD 83)
 AD6332
 AD6332                          SUPERSEDED SURVEY CONTROL
 AD6332
 AD6332  NGVD 29 (09/01/92)    2.424  (m)            7.95   (f) ADJUSTED    2 1
 AD6332
 AD6332.Superseded values are not recommended for survey control.
 AD6332
 AD6332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6332.See file dsdata.pdf to determine how the superseded data were derived.
 AD6332
 AD6332_MARKER: DJ = TIDAL STATION DISK
 AD6332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD6332_STAMPING: 5271 C 1978
 AD6332_MARK LOGO: NOS
 AD6332_PROJECTION: RECESSED 3 CENTIMETERS
 AD6332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD6332+STABILITY: SURFACE MOTION
 AD6332
 AD6332  HISTORY     - Date     Condition        Report By
 AD6332  HISTORY     - 1978     MONUMENTED       NOS
 AD6332  HISTORY     - 1984     GOOD             FLDNR
 AD6332  HISTORY     - 1990     GOOD             USPSQD
 AD6332  HISTORY     - 19980105 MARK NOT FOUND   USPSQD
 AD6332
 AD6332                          STATION DESCRIPTION
 AD6332
 AD6332'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6332'IN BONITA SPRINGS.
 AD6332'THE MARK IS ON THE PROPERTY OF THE PITTMAN FUNERAL HOME, 31 FEET
 AD6332'WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE FUNERAL HOME, 460 FEET
 AD6332'NORTH OF THE NORTH END OF THE OLD U.S. HIGHWAY 41 BRIDGE OVER THE
 AD6332'IMPERIAL RIVER, 35 FEET EAST OF THE CENTERLINE OF OLD U.S. 41, AND 3.5
 AD6332'FEET NORTHEAST OF A TELEPHONE POLE.
 AD6332
 AD6332                          STATION RECOVERY (1990)
 AD6332
 AD6332'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6332'RECOVERED IN GOOD CONDITION.
 AD6332
 AD6332                          STATION RECOVERY (1998)
 AD6332
 AD6332'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD6332'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD6333 ***********************************************************************
 AD6333  TIDAL BM    -  This is a Tidal Bench Mark.
 AD6333  DESIGNATION -  872 5271 D TIDAL
 AD6333  PID         -  AD6333
 AD6333  STATE/COUNTY-  FL/LEE
 AD6333  COUNTRY     -  US
 AD6333  USGS QUAD   -  BONITA SPRINGS (2018)
 AD6333
 AD6333                         *CURRENT SURVEY CONTROL
 AD6333  ______________________________________________________________________
 AD6333* NAD 83(1986) POSITION- 26 20 41.52   (N) 081 46 45.36   (W)   HD_HELD1
 AD6333* NAVD 88 ORTHO HEIGHT -     2.368 (meters)        7.77  (feet) ADJUSTED
 AD6333  ______________________________________________________________________
 AD6333  GEOID HEIGHT    -        -23.956 (meters)                     GEOID18
 AD6333  DYNAMIC HEIGHT  -          2.365 (meters)        7.76  (feet) COMP
 AD6333  MODELED GRAVITY -    979,051.3   (mgal)                       NAVD 88
 AD6333
 AD6333  VERT ORDER      -  FIRST     CLASS II
 AD6333
 AD6333.The horizontal coordinates were determined by differentially corrected
 AD6333.hand held GPS observations or other comparable positioning techniques
 AD6333.and have an estimated accuracy of +/- 3 meters.
 AD6333
 AD6333.The orthometric height was determined by differential leveling and
 AD6333.adjusted by the NATIONAL GEODETIC SURVEY
 AD6333.in May 2013.
 AD6333
 AD6333.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD6333.GEOID18 height accuracy estimate available here.
 AD6333
 AD6333.This Tidal Bench Mark is designated as VM 7868
 AD6333.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD6333
 AD6333.Click photographs - Photos may exist for this station.
 AD6333
 AD6333.The dynamic height is computed by dividing the NAVD 88
 AD6333.geopotential number by the normal gravity value computed on the
 AD6333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD6333.degrees latitude (g = 980.6199 gals.).
 AD6333
 AD6333.The modeled gravity was interpolated from observed gravity values.
 AD6333
 AD6333;                    North         East    Units  Estimated Accuracy
 AD6333;SPC FL W     -   222,839.4     222,033.1     MT  (+/- 3 meters HH1 GPS) 
 AD6333
 AD6333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2224014111(NAD 83)
 AD6333
 AD6333                          SUPERSEDED SURVEY CONTROL
 AD6333
 AD6333  NAVD 88 (06/15/91)    2.376  (m)            7.80   (f) SUPERSEDED  2 1
 AD6333  NGVD 29 (09/01/92)    2.745  (m)            9.01   (f) ADJUSTED    2 1
 AD6333
 AD6333.Superseded values are not recommended for survey control.
 AD6333
 AD6333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD6333.See file dsdata.pdf to determine how the superseded data were derived.
 AD6333
 AD6333_MARKER: DB = BENCH MARK DISK
 AD6333_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD6333_SP_SET: STEP
 AD6333_STAMPING: 5271 D 1978
 AD6333_MARK LOGO: NOS
 AD6333_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD6333_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD6333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD6333+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2016
 AD6333
 AD6333  HISTORY     - Date     Condition        Report By
 AD6333  HISTORY     - 1978     MONUMENTED       NOS
 AD6333  HISTORY     - 1984     GOOD             FLDNR
 AD6333  HISTORY     - 1990     GOOD             USPSQD
 AD6333  HISTORY     - 19980105 GOOD             USPSQD
 AD6333  HISTORY     - 20080808 GOOD             FLDEP
 AD6333  HISTORY     - 20110923 GOOD             GEOCAC
 AD6333  HISTORY     - 20130123 GOOD             CRAMER
 AD6333  HISTORY     - 20160123 GOOD             GEOCAC
 AD6333
 AD6333                          STATION DESCRIPTION
 AD6333
 AD6333'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD6333'IN BONITA SPRINGS.
 AD6333'THE MARK IS SET IN THE TOP OF THE FIRST STEP TO THE BONITA SPRINGS
 AD6333'SHOE STORE AND GREYHOUND BUS STATION, 760 FEET NORTH OF THE NORTH END
 AD6333'OF THE OLD U.S. HIGHWAY 41 BRIDGE OVER THE IMPERIAL RIVER, AND 60 FEET
 AD6333'WEST OF THE CENTERLINE OF OLD U.S. 41.
 AD6333
 AD6333                          STATION RECOVERY (1990)
 AD6333
 AD6333'RECOVERY NOTE BY US POWER SQUADRON 1990 (HEA)
 AD6333'RECOVERED IN GOOD CONDITION.
 AD6333
 AD6333                          STATION RECOVERY (1998)
 AD6333
 AD6333'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD6333'RECOVERED IN GOOD CONDITION.
 AD6333
 AD6333                          STATION RECOVERY (2008)
 AD6333
 AD6333'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD6333'RECOVERED IN GOOD CONDITION.
 AD6333'
 AD6333'NOTE-AT THE CATHOLIC HISPANIC SOCIAL SERVICES BUILDING, AT 27050 OLD
 AD6333'U.S. HIGHWAY 41 (COUNTY ROAD 887).
 AD6333
 AD6333                          STATION RECOVERY (2011)
 AD6333
 AD6333'RECOVERY NOTE BY GEOCACHING 2011 (DEB)
 AD6333'THE BUILDING NOW HOUSES A MEXICAN BUSINESS
 AD6333
 AD6333                          STATION RECOVERY (2013)
 AD6333
 AD6333'RECOVERY NOTE BY D CRAMER SURVEYING INC 2013 (DKC)
 AD6333'RECOVERED IN GOOD CONDITION.
 AD6333
 AD6333                          STATION RECOVERY (2016)
 AD6333
 AD6333'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD6333'RECOVERED IN GOOD CONDITION.  THE MARK IS SET IN THE TOP OF THE NORTH
 AD6333'END OF THE STEP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3691 ***********************************************************************
 DN3691  DESIGNATION -  872 5271 E
 DN3691  PID         -  DN3691
 DN3691  STATE/COUNTY-  FL/LEE
 DN3691  COUNTRY     -  US
 DN3691  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3691
 DN3691                         *CURRENT SURVEY CONTROL
 DN3691  ______________________________________________________________________
 DN3691* NAD 83(1986) POSITION- 26 20 38.8    (N) 081 46 45.0    (W)   HD_HELD2
 DN3691* NAVD 88 ORTHO HEIGHT -     1.851 (meters)        6.07  (feet) ADJUSTED
 DN3691  ______________________________________________________________________
 DN3691  GEOID HEIGHT    -        -23.954 (meters)                     GEOID18
 DN3691  DYNAMIC HEIGHT  -          1.848 (meters)        6.06  (feet) COMP
 DN3691  MODELED GRAVITY -    979,051.2   (mgal)                       NAVD 88
 DN3691
 DN3691  VERT ORDER      -  FIRST     CLASS II
 DN3691
 DN3691.The horizontal coordinates were established by autonomous hand held GPS
 DN3691.observations and have an estimated accuracy of +/- 10 meters.
 DN3691
 DN3691.The orthometric height was determined by differential leveling and
 DN3691.adjusted by the NATIONAL GEODETIC SURVEY
 DN3691.in May 2013.
 DN3691
 DN3691.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3691.GEOID18 height accuracy estimate available here.
 DN3691
 DN3691.Click photographs - Photos may exist for this station.
 DN3691
 DN3691.The dynamic height is computed by dividing the NAVD 88
 DN3691.geopotential number by the normal gravity value computed on the
 DN3691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3691.degrees latitude (g = 980.6199 gals.).
 DN3691
 DN3691.The modeled gravity was interpolated from observed gravity values.
 DN3691
 DN3691;                    North         East    Units  Estimated Accuracy
 DN3691;SPC FL W     -   222,756.      222,043.      MT  (+/- 10 meters HH2 GPS)
 DN3691
 DN3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK2224914027(NAD 83)
 DN3691
 DN3691                          SUPERSEDED SURVEY CONTROL
 DN3691
 DN3691.No superseded survey control is available for this station.
 DN3691
 DN3691_MARKER: F = FLANGE-ENCASED ROD
 DN3691_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN3691_STAMPING: 5271 E 2008
 DN3691_MARK LOGO: NGS
 DN3691_PROJECTION: RECESSED 5 CENTIMETERS
 DN3691_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3691_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3691+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2016
 DN3691_ROD/PIPE-DEPTH: 3.6 meters
 DN3691
 DN3691  HISTORY     - Date     Condition        Report By
 DN3691  HISTORY     - 20080808 MONUMENTED       FLDEP
 DN3691  HISTORY     - 20160123 GOOD             GEOCAC
 DN3691
 DN3691                          STATION DESCRIPTION
 DN3691
 DN3691'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3691'THE MARK IS ABOUT 12.8 MI (20.6 KM) SOUTHEAST OF FORT MYERS BEACH, 6.7
 DN3691'MI (10.8 KM) SOUTH-SOUTHEAST OF ESTERO, 0.3 MI (0.5 KM) NORTH OF
 DN3691'BONITA SPRINGS, IN SECTION 35, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 DN3691'
 DN3691'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3691'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3691'EAST ON BONITA BEACH ROAD (COUNTY ROAD 865) FOR 1.7 MI (2.7 KM) TO THE
 DN3691'INTERSECTION OF OLD U.S. HIGHWAY 41 (COUNTY ROAD 887).  TURN LEFT ON
 DN3691'OLD U.S. HIGHWAY 41 (COUNTY ROAD 887) AND GO NORTHERLY FOR 0.9 MI (1.4
 DN3691'KM) TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL
 DN3691'AT A DEPTH OF 11.8 FT (3.6 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP
 DN3691'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL
 DN3691'WITH OLD U.S. HIGHWAY 41, THE DATUM POINT IS RECESSED 0.6 FT (18 CM)
 DN3691'BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3691'
 DN3691'LOCATED 244.0 FT (74.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DN3691'DRIVEWAY TO MARIAS RESTAURANT, 50.6 FT (15.4 M) SOUTHEAST OF THE
 DN3691'SOUTHEAST CORNER OF MARIAS RESTAURANT, 28.9 FT (8.8 M) WEST OF THE
 DN3691'CENTERLINE OF OLD U.S. HIGHWAY 41, 3.0 FT (0.9 M) NORTHWEST OF A
 DN3691'CARSONITE WITNESS POST AND 1.7 FT (0.5 M) NORTH OF THE EAST END OF A
 DN3691'WONDER GARDENS SIGN.
 DN3691'
 DN3691'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DN3691'CAP.
 DN3691'
 DN3691'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DN3691'NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3691
 DN3691                          STATION RECOVERY (2016)
 DN3691
 DN3691'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 DN3691'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7885 ***********************************************************************
 AD7885  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7885  DESIGNATION -  872 5272 A TIDAL
 AD7885  PID         -  AD7885
 AD7885  STATE/COUNTY-  FL/LEE
 AD7885  COUNTRY     -  US
 AD7885  USGS QUAD   -  BONITA SPRINGS (2018)
 AD7885
 AD7885                         *CURRENT SURVEY CONTROL
 AD7885  ______________________________________________________________________
 AD7885* NAD 83(1986) POSITION- 26 20 07.     (N) 081 50 43.     (W)   SCALED
 AD7885* NAVD 88 ORTHO HEIGHT -     1.079 (meters)        3.54  (feet) POSTED
 AD7885  ______________________________________________________________________
 AD7885  GEOID HEIGHT    -        -23.850 (meters)                     GEOID18
 AD7885  DYNAMIC HEIGHT  -          1.08  (meters)        3.5   (feet) COMP
 AD7885  MODELED GRAVITY -    979,053.4   (mgal)                       NAVD 88
 AD7885
 AD7885  VERT ORDER      -  * POSTED, SEE BELOW
 AD7885
 AD7885.The horizontal coordinates were scaled from a map and have
 AD7885.an estimated accuracy of +/- 6 seconds.
 AD7885
 AD7885.The orthometric height was determined by differential leveling
 AD7885.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7885
 AD7885.* This is a POSTED BENCH MARK height.
 AD7885
 AD7885.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7885.GEOID18 height accuracy estimate available here.
 AD7885
 AD7885.This Tidal Bench Mark is designated as VM 7870
 AD7885.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7885
 AD7885.Click photographs - Photos may exist for this station.
 AD7885
 AD7885.The dynamic height is computed by dividing the NAVD 88
 AD7885.geopotential number by the normal gravity value computed on the
 AD7885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7885.degrees latitude (g = 980.6199 gals.).
 AD7885
 AD7885.The modeled gravity was interpolated from observed gravity values.
 AD7885
 AD7885;                    North         East    Units  Estimated Accuracy
 AD7885;SPC FL W     -   221,770.      215,450.      MT  (+/- 180 meters Scaled)
 AD7885
 AD7885_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK156130(NAD 83)
 AD7885
 AD7885                          SUPERSEDED SURVEY CONTROL
 AD7885
 AD7885  NGVD 29 (09/01/92)    1.437  (m)            4.71   (f) ADJUSTED    2 1
 AD7885
 AD7885.Superseded values are not recommended for survey control.
 AD7885
 AD7885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7885.See file dsdata.pdf to determine how the superseded data were derived.
 AD7885
 AD7885_MARKER: DJ = TIDAL STATION DISK
 AD7885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7885_STAMPING: 5272 A 1978
 AD7885_MARK LOGO: NOS
 AD7885_PROJECTION: FLUSH
 AD7885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7885+STABILITY: SURFACE MOTION
 AD7885
 AD7885  HISTORY     - Date     Condition        Report By
 AD7885  HISTORY     - 1978     MONUMENTED       NOS
 AD7885  HISTORY     - 1984     GOOD             FLDNR
 AD7885  HISTORY     - 19980404 MARK NOT FOUND   USPSQD
 AD7885  HISTORY     - 20121023 MARK NOT FOUND   FL-021
 AD7885
 AD7885                          STATION DESCRIPTION
 AD7885
 AD7885'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7885'3 MI WEST FROM BONITA SPRINGS.
 AD7885'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 865, GO
 AD7885'2.7 MILES WEST AND NORTH ON STATE ROAD 865 TO THE JUNCTION OF
 AD7885'FORRESTER ROAD, GO 0.05 MILE EAST ON FORRESTER ROAD TO THE POINT
 AD7885'WHERE THE ROAD TURNS NORTH, GO 0.25 MILE NORTH ON FORRESTER ROAD TO
 AD7885'HOUSE NUMBER 27312 AND THE MARK.  THE MARK BEARS 4.5 FEET EAST OF THE
 AD7885'NORTHEAST CORNER OF THE FENCE AROUND THE HOUSE, 7.1 FEET WEST OF A
 AD7885'LARGE NORFOLK PINE TREE, 1 FOOT SOUTH OF THE NORTH PROPERTY BOUNDARY,
 AD7885'AND 28 FEET WEST OF A CANAL.
 AD7885
 AD7885                          STATION RECOVERY (1998)
 AD7885
 AD7885'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7885'MARK NOT FOUND.
 AD7885
 AD7885                          STATION RECOVERY (2012)
 AD7885
 AD7885'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD7885'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7884 ***********************************************************************
 AD7884  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7884  DESIGNATION -  872 5272 B TIDAL
 AD7884  PID         -  AD7884
 AD7884  STATE/COUNTY-  FL/LEE
 AD7884  COUNTRY     -  US
 AD7884  USGS QUAD   -  BONITA SPRINGS (2018)
 AD7884
 AD7884                         *CURRENT SURVEY CONTROL
 AD7884  ______________________________________________________________________
 AD7884* NAD 83(1986) POSITION- 26 20 07.     (N) 081 50 44.     (W)   SCALED
 AD7884* NAVD 88 ORTHO HEIGHT -     0.609 (meters)        2.00  (feet) POSTED
 AD7884  ______________________________________________________________________
 AD7884  GEOID HEIGHT    -        -23.849 (meters)                     GEOID18
 AD7884  DYNAMIC HEIGHT  -          0.61  (meters)        2.0   (feet) COMP
 AD7884  MODELED GRAVITY -    979,053.4   (mgal)                       NAVD 88
 AD7884
 AD7884  VERT ORDER      -  * POSTED, SEE BELOW
 AD7884
 AD7884.The horizontal coordinates were scaled from a map and have
 AD7884.an estimated accuracy of +/- 6 seconds.
 AD7884
 AD7884.The orthometric height was determined by differential leveling
 AD7884.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7884
 AD7884.* This is a POSTED BENCH MARK height.
 AD7884
 AD7884.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7884.GEOID18 height accuracy estimate available here.
 AD7884
 AD7884.This Tidal Bench Mark is designated as VM 7871
 AD7884.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7884
 AD7884.Click photographs - Photos may exist for this station.
 AD7884
 AD7884.The dynamic height is computed by dividing the NAVD 88
 AD7884.geopotential number by the normal gravity value computed on the
 AD7884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7884.degrees latitude (g = 980.6199 gals.).
 AD7884
 AD7884.The modeled gravity was interpolated from observed gravity values.
 AD7884
 AD7884;                    North         East    Units  Estimated Accuracy
 AD7884;SPC FL W     -   221,770.      215,420.      MT  (+/- 180 meters Scaled)
 AD7884
 AD7884_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK156130(NAD 83)
 AD7884
 AD7884                          SUPERSEDED SURVEY CONTROL
 AD7884
 AD7884  NGVD 29 (09/01/92)    0.967  (m)            3.17   (f) ADJUSTED    2 1
 AD7884
 AD7884.Superseded values are not recommended for survey control.
 AD7884
 AD7884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7884.See file dsdata.pdf to determine how the superseded data were derived.
 AD7884
 AD7884_MARKER: DJ = TIDAL STATION DISK
 AD7884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7884_STAMPING: 5272 B 1978
 AD7884_MARK LOGO: NOS
 AD7884_PROJECTION: RECESSED 15 CENTIMETERS
 AD7884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7884+STABILITY: SURFACE MOTION
 AD7884
 AD7884  HISTORY     - Date     Condition        Report By
 AD7884  HISTORY     - 1978     MONUMENTED       NOS
 AD7884  HISTORY     - 1984     GOOD             FLDNR
 AD7884  HISTORY     - 19980404 GOOD             USPSQD
 AD7884  HISTORY     - 20121023 MARK NOT FOUND   FL-021
 AD7884
 AD7884                          STATION DESCRIPTION
 AD7884
 AD7884'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7884'3 MI WEST FROM BONITA SPRINGS.
 AD7884'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 865, GO
 AD7884'2.7 MILES WEST AND NORTH ON STATE ROAD 865 TO THE JUNCTION OF
 AD7884'FORRESTER ROAD, GO 0.05 MILE EAST ON FORRESTER ROAD TO THE POINT
 AD7884'WHERE THE ROAD TURNS NORTH, GO 0.25 MILE NORTH ON FORRESTER ROAD TO
 AD7884'HOUSE 27312 AND THE MARK.  THE MARK BEARS 2 FEET SOUTH OF THE NORTH
 AD7884'BOUNDARY LINE, 16 FEET EAST OF THE CENTERLINE OF THE ROAD, 36 FEET
 AD7884'NORTH OF THE CENTERLINE OF THE DRIVEWAY TO THE HOUSE, 254 FEET NORTH
 AD7884'OF TIDAL BENCH MARK 5272 C 1978, AND 0.8 FOOT WEST OF A WITNESS POST.
 AD7884
 AD7884                          STATION RECOVERY (1998)
 AD7884
 AD7884'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7884'RECOVERED IN GOOD CONDITION.
 AD7884
 AD7884                          STATION RECOVERY (2012)
 AD7884
 AD7884'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD7884'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7883 ***********************************************************************
 AD7883  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7883  DESIGNATION -  872 5272 C TIDAL
 AD7883  PID         -  AD7883
 AD7883  STATE/COUNTY-  FL/LEE
 AD7883  COUNTRY     -  US
 AD7883  USGS QUAD   -  BONITA SPRINGS (2018)
 AD7883
 AD7883                         *CURRENT SURVEY CONTROL
 AD7883  ______________________________________________________________________
 AD7883* NAD 83(1986) POSITION- 26 20 04.     (N) 081 50 44.     (W)   SCALED
 AD7883* NAVD 88 ORTHO HEIGHT -     1.033 (meters)        3.39  (feet) POSTED
 AD7883  ______________________________________________________________________
 AD7883  GEOID HEIGHT    -        -23.848 (meters)                     GEOID18
 AD7883  DYNAMIC HEIGHT  -          1.03  (meters)        3.4   (feet) COMP
 AD7883  MODELED GRAVITY -    979,053.4   (mgal)                       NAVD 88
 AD7883
 AD7883  VERT ORDER      -  * POSTED, SEE BELOW
 AD7883
 AD7883.The horizontal coordinates were scaled from a map and have
 AD7883.an estimated accuracy of +/- 6 seconds.
 AD7883
 AD7883.The orthometric height was determined by differential leveling
 AD7883.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7883
 AD7883.* This is a POSTED BENCH MARK height.
 AD7883
 AD7883.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7883.GEOID18 height accuracy estimate available here.
 AD7883
 AD7883.This Tidal Bench Mark is designated as VM 7872
 AD7883.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7883
 AD7883.Click photographs - Photos may exist for this station.
 AD7883
 AD7883.The dynamic height is computed by dividing the NAVD 88
 AD7883.geopotential number by the normal gravity value computed on the
 AD7883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7883.degrees latitude (g = 980.6199 gals.).
 AD7883
 AD7883.The modeled gravity was interpolated from observed gravity values.
 AD7883
 AD7883;                    North         East    Units  Estimated Accuracy
 AD7883;SPC FL W     -   221,680.      215,420.      MT  (+/- 180 meters Scaled)
 AD7883
 AD7883_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK156129(NAD 83)
 AD7883
 AD7883                          SUPERSEDED SURVEY CONTROL
 AD7883
 AD7883  NGVD 29 (09/01/92)    1.391  (m)            4.56   (f) ADJUSTED    2 1
 AD7883
 AD7883.Superseded values are not recommended for survey control.
 AD7883
 AD7883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7883.See file dsdata.pdf to determine how the superseded data were derived.
 AD7883
 AD7883_MARKER: DJ = TIDAL STATION DISK
 AD7883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7883_STAMPING: 5272 C 1978
 AD7883_MARK LOGO: NOS
 AD7883_PROJECTION: FLUSH
 AD7883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7883+STABILITY: SURFACE MOTION
 AD7883
 AD7883  HISTORY     - Date     Condition        Report By
 AD7883  HISTORY     - 1978     MONUMENTED       NOS
 AD7883  HISTORY     - 1984     GOOD             FLDNR
 AD7883  HISTORY     - 19980404 MARK NOT FOUND   USPSQD
 AD7883  HISTORY     - 20121024 MARK NOT FOUND   FL-021
 AD7883
 AD7883                          STATION DESCRIPTION
 AD7883
 AD7883'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7883'2.95 MI WEST FROM BONITA SPRINGS.
 AD7883'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 865, GO
 AD7883'2.7 MILES WEST AND NORTH ON STATE ROAD 865 TO THE JUNCTION OF
 AD7883'FORRESTER ROAD, GO 0.05 MILE EAST ON FORRESTER ROAD TO THE POINT
 AD7883'WHERE THE ROAD TURNS NORTH, GO 0.2 MILE NORTH ON FORRESTER ROAD TO
 AD7883'THE MARK.  THE MARK BEARS 24.7 FEET WEST OF THE CENTERLINE OF THE
 AD7883'ROAD 3.5 FEET WEST OF A TELEPHONE POLE WITH A WITNESS SIGN ATTACHED,
 AD7883'AND 254 FEET SOUTH OF TIDAL BENCH MARK 5272 B 1978.
 AD7883
 AD7883                          STATION RECOVERY (1998)
 AD7883
 AD7883'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7883'MARK NOT FOUND.
 AD7883
 AD7883                          STATION RECOVERY (2012)
 AD7883
 AD7883'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD7883'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7882 ***********************************************************************
 AD7882  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7882  DESIGNATION -  872 5272 D TIDAL
 AD7882  PID         -  AD7882
 AD7882  STATE/COUNTY-  FL/LEE
 AD7882  COUNTRY     -  US
 AD7882  USGS QUAD   -  BONITA SPRINGS (2018)
 AD7882
 AD7882                         *CURRENT SURVEY CONTROL
 AD7882  ______________________________________________________________________
 AD7882* NAD 83(1986) POSITION- 26 19 57.     (N) 081 50 41.     (W)   SCALED
 AD7882* NAVD 88 ORTHO HEIGHT -     1.183 (meters)        3.88  (feet) POSTED
 AD7882  ______________________________________________________________________
 AD7882  GEOID HEIGHT    -        -23.845 (meters)                     GEOID18
 AD7882  DYNAMIC HEIGHT  -          1.18  (meters)        3.9   (feet) COMP
 AD7882  MODELED GRAVITY -    979,053.3   (mgal)                       NAVD 88
 AD7882
 AD7882  VERT ORDER      -  * POSTED, SEE BELOW
 AD7882
 AD7882.The horizontal coordinates were scaled from a map and have
 AD7882.an estimated accuracy of +/- 6 seconds.
 AD7882
 AD7882.The orthometric height was determined by differential leveling
 AD7882.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7882
 AD7882.* This is a POSTED BENCH MARK height.
 AD7882
 AD7882.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7882.GEOID18 height accuracy estimate available here.
 AD7882
 AD7882.This Tidal Bench Mark is designated as VM 7873
 AD7882.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7882
 AD7882.Click photographs - Photos may exist for this station.
 AD7882
 AD7882.The dynamic height is computed by dividing the NAVD 88
 AD7882.geopotential number by the normal gravity value computed on the
 AD7882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7882.degrees latitude (g = 980.6199 gals.).
 AD7882
 AD7882.The modeled gravity was interpolated from observed gravity values.
 AD7882
 AD7882;                    North         East    Units  Estimated Accuracy
 AD7882;SPC FL W     -   221,460.      215,500.      MT  (+/- 180 meters Scaled)
 AD7882
 AD7882_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK156127(NAD 83)
 AD7882
 AD7882                          SUPERSEDED SURVEY CONTROL
 AD7882
 AD7882  NGVD 29 (09/01/92)    1.541  (m)            5.06   (f) ADJUSTED    2 1
 AD7882
 AD7882.Superseded values are not recommended for survey control.
 AD7882
 AD7882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7882.See file dsdata.pdf to determine how the superseded data were derived.
 AD7882
 AD7882_MARKER: DJ = TIDAL STATION DISK
 AD7882_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 AD7882_STAMPING: 5272 D 1978
 AD7882_MARK LOGO: NOS
 AD7882_PROJECTION: PROJECTING 3 CENTIMETERS
 AD7882_MAGNETIC: I = MARKER IS A STEEL ROD
 AD7882_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7882_ROD/PIPE-DEPTH: 5.18 meters
 AD7882
 AD7882  HISTORY     - Date     Condition        Report By
 AD7882  HISTORY     - 1978     MONUMENTED       NOS
 AD7882  HISTORY     - 1984     GOOD             FLDNR
 AD7882  HISTORY     - 19980404 POOR             USPSQD
 AD7882  HISTORY     - 20121024 MARK NOT FOUND   FL-021
 AD7882
 AD7882                          STATION DESCRIPTION
 AD7882
 AD7882'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7882'2.75 MI WEST FROM BONITA SPRINGS.
 AD7882'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 865, GO
 AD7882'2.7 MILES WEST AND NORTH ON STATE ROAD 865 TO THE JUNCTION OF
 AD7882'FORRESTER ROAD, GO 0.05 MILE EAST ON FORRESTER ROAD TO THE MARK.  THE
 AD7882'MARK BEARS 15 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 61 FEET
 AD7882'SOUTHWEST OF THE ENTRANCE TO KINGS KEW DEVELOPMENT, AND 2 FEET NORTH
 AD7882'OF POWER POLE 442912.
 AD7882
 AD7882                          STATION RECOVERY (1998)
 AD7882
 AD7882'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7882'MARK RECOVERED IN POOR CONDITION.
 AD7882
 AD7882                          STATION RECOVERY (2012)
 AD7882
 AD7882'RECOVERY NOTE BY COLLIER COUNTY FLORIDA 2012 (MLB)
 AD7882'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3719 ***********************************************************************
 DN3719  DESIGNATION -  872 5272 E
 DN3719  PID         -  DN3719
 DN3719  STATE/COUNTY-  FL/LEE
 DN3719  COUNTRY     -  US
 DN3719  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3719
 DN3719                         *CURRENT SURVEY CONTROL
 DN3719  ______________________________________________________________________
 DN3719* NAD 83(1986) POSITION- 26 20 08.7    (N) 081 50 44.9    (W)   HD_HELD2
 DN3719* NAVD 88 ORTHO HEIGHT -     0.423 (meters)        1.39  (feet) ADJUSTED
 DN3719  ______________________________________________________________________
 DN3719  GEOID HEIGHT    -        -23.850 (meters)                     GEOID18
 DN3719  DYNAMIC HEIGHT  -          0.423 (meters)        1.39  (feet) COMP
 DN3719  MODELED GRAVITY -    979,053.4   (mgal)                       NAVD 88
 DN3719
 DN3719  VERT ORDER      -  FIRST     CLASS II
 DN3719
 DN3719.The horizontal coordinates were established by autonomous hand held GPS
 DN3719.observations and have an estimated accuracy of +/- 10 meters.
 DN3719
 DN3719.The orthometric height was determined by differential leveling and
 DN3719.adjusted by the NATIONAL GEODETIC SURVEY
 DN3719.in May 2013.
 DN3719
 DN3719.No vertical observational check was made to the station.
 DN3719
 DN3719.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3719.GEOID18 height accuracy estimate available here.
 DN3719
 DN3719.Click photographs - Photos may exist for this station.
 DN3719
 DN3719.The dynamic height is computed by dividing the NAVD 88
 DN3719.geopotential number by the normal gravity value computed on the
 DN3719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3719.degrees latitude (g = 980.6199 gals.).
 DN3719
 DN3719.The modeled gravity was interpolated from observed gravity values.
 DN3719
 DN3719;                    North         East    Units  Estimated Accuracy
 DN3719;SPC FL W     -   221,820.      215,393.      MT  (+/- 10 meters HH2 GPS)
 DN3719
 DN3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1559313143(NAD 83)
 DN3719
 DN3719                          SUPERSEDED SURVEY CONTROL
 DN3719
 DN3719.No superseded survey control is available for this station.
 DN3719
 DN3719_MARKER: F = FLANGE-ENCASED ROD
 DN3719_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN3719_STAMPING: 5272 E 2008
 DN3719_MARK LOGO: NGS
 DN3719_PROJECTION: RECESSED 3 CENTIMETERS
 DN3719_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3719+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 DN3719_ROD/PIPE-DEPTH: 13.2 meters
 DN3719
 DN3719  HISTORY     - Date     Condition        Report By
 DN3719  HISTORY     - 20080826 MONUMENTED       FLDEP
 DN3719
 DN3719                          STATION DESCRIPTION
 DN3719
 DN3719'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3719'THE MARK IS ABOUT 9.6 MI (15.4 KM) SOUTH-SOUTHEAST OF FORT MYERS
 DN3719'BEACH, 7.8 MI (12.6 KM) SOUTH-SOUTHWEST OF ESTERO, 5.2 MI (8.4 KM)
 DN3719'WEST OF BONITA SPRINGS, IN SECTION 31, TOWNSHIP 47 SOUTH, RANGE 25
 DN3719'EAST.
 DN3719'
 DN3719'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3719'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3719'WEST ON BONITA BEACH ROAD (COUNTY ROAD 865) FOR 2.3 MI (3.7 KM) TO THE
 DN3719'INTERSECTION OF BAREFOOT BEACH BOULEVARD.  CONTINUE WEST THEN NORTH ON
 DN3719'HICKORY BOULEVARD (BONITA BEACH ROAD TURNS INTO HICKORY BLVD) FOR 0.2
 DN3719'MI (0.3 KM) TO THE JUNCTION OF FORRESTER DRIVE ON THE RIGHT.  TURN
 DN3719'RIGHT ON FORRESTER DRIVE AND GO EAST FOR 0.05 MI (0.1 KM) TO THE POINT
 DN3719'WHERE FORRESTER DRIVE TURNS NORTH AND THE ENTRANCE TO KINGS KEW
 DN3719'DEVELOPMENT.  TURN LEFT ON FORRESTER DRIVER AND GO NORTH FOR 0.25 MI
 DN3719'(0.4 KM) TO A DRIVE WAY AT 27806 ON THE LEFT AND THE MARK ON THE LEFT,
 DN3719'A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 43.4 FT (13.2 M)
 DN3719'WITH A NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.1 FT (0.0 M) BELOW
 DN3719'THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH FORRESTER DRIVE, THE
 DN3719'DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF NATIONAL
 DN3719'GEODETIC SURVEY LOGO CAP.
 DN3719'
 DN3719'LOCATED 75.0 FT (22.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE
 DN3719'DRIVE AT 27806, 65.3 FT (19.9 M) NORTHEAST OF THE MOST NORTHEAST
 DN3719'CORNER OF THE HOUSE AT 27806, 27.7 FT (8.4 M) SOUTH OF THE SOUTH EDGE
 DN3719'OF THE CANAL, 25.0 FT (7.6 M) WEST OF THE APPROXIMATE CENTERLINE OF
 DN3719'FORRESTER DRIVE, 2.6 FT (0.8 M) SOUTH OF A WOODEN POWER POLE NUMBER
 DN3719'760951055 WITH ONE TRANSFORMER ATTACHED AND 2.0 FT (0.6 M) SOUTH OF A
 DN3719'CARSONITE WITNESS POST.    NOTE A MAGNET WAS PLACED INSIDE OF THE
 DN3719'NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3719'
 DN3719'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DN3719'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3718 ***********************************************************************
 DN3718  DESIGNATION -  872 5272 F
 DN3718  PID         -  DN3718
 DN3718  STATE/COUNTY-  FL/LEE
 DN3718  COUNTRY     -  US
 DN3718  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3718
 DN3718                         *CURRENT SURVEY CONTROL
 DN3718  ______________________________________________________________________
 DN3718* NAD 83(1986) POSITION- 26 20 05.7    (N) 081 50 44.1    (W)   HD_HELD2
 DN3718* NAVD 88 ORTHO HEIGHT -     0.918 (meters)        3.01  (feet) ADJUSTED
 DN3718  ______________________________________________________________________
 DN3718  GEOID HEIGHT    -        -23.848 (meters)                     GEOID18
 DN3718  DYNAMIC HEIGHT  -          0.917 (meters)        3.01  (feet) COMP
 DN3718  MODELED GRAVITY -    979,053.3   (mgal)                       NAVD 88
 DN3718
 DN3718  VERT ORDER      -  FIRST     CLASS II
 DN3718
 DN3718.The horizontal coordinates were established by autonomous hand held GPS
 DN3718.observations and have an estimated accuracy of +/- 10 meters.
 DN3718
 DN3718.The orthometric height was determined by differential leveling and
 DN3718.adjusted by the NATIONAL GEODETIC SURVEY
 DN3718.in May 2013.
 DN3718
 DN3718.No vertical observational check was made to the station.
 DN3718
 DN3718.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3718.GEOID18 height accuracy estimate available here.
 DN3718
 DN3718.Click photographs - Photos may exist for this station.
 DN3718
 DN3718.The dynamic height is computed by dividing the NAVD 88
 DN3718.geopotential number by the normal gravity value computed on the
 DN3718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3718.degrees latitude (g = 980.6199 gals.).
 DN3718
 DN3718.The modeled gravity was interpolated from observed gravity values.
 DN3718
 DN3718;                    North         East    Units  Estimated Accuracy
 DN3718;SPC FL W     -   221,727.      215,415.      MT  (+/- 10 meters HH2 GPS)
 DN3718
 DN3718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1561513050(NAD 83)
 DN3718
 DN3718                          SUPERSEDED SURVEY CONTROL
 DN3718
 DN3718.No superseded survey control is available for this station.
 DN3718
 DN3718_MARKER: DD = SURVEY DISK
 DN3718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3718_STAMPING: 5272 F 2008
 DN3718_MARK LOGO: FLDEP
 DN3718_PROJECTION: RECESSED 5 CENTIMETERS
 DN3718_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3718+STABILITY: SURFACE MOTION
 DN3718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3718+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 DN3718
 DN3718  HISTORY     - Date     Condition        Report By
 DN3718  HISTORY     - 20080826 MONUMENTED       FLDEP
 DN3718
 DN3718                          STATION DESCRIPTION
 DN3718
 DN3718'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3718'THE MARK IS ABOUT 10.3 MI (16.6 KM) SOUTHEAST OF FORT MYERS BEACH, 7.5
 DN3718'MI (12.1 KM) SOUTH-SOUTHWEST OF ESTERO, 4.2 MI (6.8 KM) WEST OF BONITA
 DN3718'SPRINGS, IN SECTION 31, TOWNSHIP 47 SOUTH, RANGE 25 EAST.    TO REACH
 DN3718'THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL) AND
 DN3718'BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO WEST ON
 DN3718'BONITA BEACH ROAD (COUNTY ROAD 865) FOR 2.3 MI (3.7 KM) TO THE
 DN3718'INTERSECTION OF BARFOOT BEACH BOULEVARD.  CONTINUE WEST THEN NORTH ON
 DN3718'HICKORY BOULEVARD (BONITA BEACH ROAD TURNS INTO HICKORY BLVD) FOR 0.2
 DN3718'MI (0.3 KM) TO THE JUNCTION OF FORRESTER DRIVE ON THE RIGHT.  TURN
 DN3718'RIGHT ON FORRESTER DRIVE AND GO EAST FOR 0.05 MI (0.1 KM) TO THE POINT
 DN3718'WHERE FORRESTER DRIVE TURNS NORTH AND THE ENTRANCE TO KINGS KEW
 DN3718'DEVELOPMENT.  TURN LEFT ON FORRESTER DRIVER AND GO NORTH FOR 0.2 MI
 DN3718'(0.3 KM) TO A DRIVE WAY AT 27820 ON THE LEFT AND THE MARK ON THE LEFT,
 DN3718'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM)
 DN3718'BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH FORRESTER DRIVE.
 DN3718'
 DN3718'LOCATED 30.6 FT (9.3 M) NORTH OF THE EXTENDED CENTERLINE OF THE
 DN3718'DRIVEWAY AT 27721, 20.7 FT (6.3 M) WEST OF THE APPROXIMATE CENTERLINE
 DN3718'OF FORRESTER DRIVE, 18.7 FT (5.7 M) SOUTH OF THE APPROXIMATE
 DN3718'CENTERLINE OF THE DRIVE WAY AT 27820, 5.7 FT (1.7 M) SOUTH OF A WOODEN
 DN3718'POWER POLE AND 5.4 FT (1.6 M) SOUTH OF A CARSONITE WITNESS POST.
 DN3718'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DN3718'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3717 ***********************************************************************
 DN3717  DESIGNATION -  872 5272 G
 DN3717  PID         -  DN3717
 DN3717  STATE/COUNTY-  FL/LEE
 DN3717  COUNTRY     -  US
 DN3717  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3717
 DN3717                         *CURRENT SURVEY CONTROL
 DN3717  ______________________________________________________________________
 DN3717* NAD 83(1986) POSITION- 26 20 01.6    (N) 081 50 42.2    (W)   HD_HELD2
 DN3717* NAVD 88 ORTHO HEIGHT -     0.944 (meters)        3.10  (feet) ADJUSTED
 DN3717  ______________________________________________________________________
 DN3717  GEOID HEIGHT    -        -23.847 (meters)                     GEOID18
 DN3717  DYNAMIC HEIGHT  -          0.942 (meters)        3.09  (feet) COMP
 DN3717  MODELED GRAVITY -    979,053.3   (mgal)                       NAVD 88
 DN3717
 DN3717  VERT ORDER      -  FIRST     CLASS II
 DN3717
 DN3717.The horizontal coordinates were established by autonomous hand held GPS
 DN3717.observations and have an estimated accuracy of +/- 10 meters.
 DN3717
 DN3717.The orthometric height was determined by differential leveling and
 DN3717.adjusted by the NATIONAL GEODETIC SURVEY
 DN3717.in May 2013.
 DN3717
 DN3717.No vertical observational check was made to the station.
 DN3717
 DN3717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3717.GEOID18 height accuracy estimate available here.
 DN3717
 DN3717.Click photographs - Photos may exist for this station.
 DN3717
 DN3717.The dynamic height is computed by dividing the NAVD 88
 DN3717.geopotential number by the normal gravity value computed on the
 DN3717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3717.degrees latitude (g = 980.6199 gals.).
 DN3717
 DN3717.The modeled gravity was interpolated from observed gravity values.
 DN3717
 DN3717;                    North         East    Units  Estimated Accuracy
 DN3717;SPC FL W     -   221,601.      215,468.      MT  (+/- 10 meters HH2 GPS)
 DN3717
 DN3717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1566712924(NAD 83)
 DN3717
 DN3717                          SUPERSEDED SURVEY CONTROL
 DN3717
 DN3717.No superseded survey control is available for this station.
 DN3717
 DN3717_MARKER: DD = SURVEY DISK
 DN3717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3717_STAMPING: 5272 G 2008
 DN3717_MARK LOGO: FLDEP
 DN3717_PROJECTION: RECESSED 5 CENTIMETERS
 DN3717_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3717+STABILITY: SURFACE MOTION
 DN3717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3717+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 DN3717
 DN3717  HISTORY     - Date     Condition        Report By
 DN3717  HISTORY     - 20080826 MONUMENTED       FLDEP
 DN3717
 DN3717                          STATION DESCRIPTION
 DN3717
 DN3717'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3717'THE MARK IS ABOUT 10.3 MI (16.6 KM) SOUTHEAST OF FORT MYERS BEACH, 7.5
 DN3717'MI (12.1 KM) SOUTH-SOUTHWEST OF ESTERO, 4.1 MI (6.6 KM) WEST OF BONITA
 DN3717'SPRINGS, IN SECTION 31, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 DN3717'
 DN3717'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3717'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3717'WEST ON BONITA BEACH ROAD (COUNTY ROAD 865) FOR 2.3 MI (3.7 KM) TO THE
 DN3717'INTERSECTION OF BAREFOOT BEACH BOULEVARD.  CONTINUE WEST THEN NORTH ON
 DN3717'HICKORY BOULEVARD (BONITA BEACH ROAD TURNS INTO HICKORY BLVD) FOR 0.2
 DN3717'MI (0.3 KM) TO THE JUNCTION OF FORRESTER DRIVE ON THE RIGHT.  TURN
 DN3717'RIGHT ON FORRESTER DRIVE AND GO EAST FOR 0.05 MI (0.1 KM) TO THE POINT
 DN3717'WHERE FORRESTER DRIVE TURNS NORTH AND THE ENTRANCE TO KINGS KEW
 DN3717'DEVELOPMENT.  TURN LEFT ON FORRESTER DRIVER AND GO NORTH FOR 0.1 MI
 DN3717'(0.2 KM) TO A DRIVE WAY AT 27856 ON THE LEFT AND THE MARK ON THE LEFT,
 DN3717'SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT (6 CM)
 DN3717'BELOW THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH FORRESTER DRIVE.
 DN3717'
 DN3717'LOCATED 50.4 FT (15.4 M) NORTH OF A POWER POLE NUMBER 760951337, 20.6
 DN3717'FT (6.3 M) WEST OF THE APPROXIMATE CENTERLINE OF FORRESTER DRIVE, 15.0
 DN3717'FT (4.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE DRIVE WAY AT
 DN3717'27856, 2.8 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST AND 2.4 FT
 DN3717'(0.7 M) NORTH OF A POWER POLE NUMBER 760951438.
 DN3717'
 DN3717'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DN3717'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3716 ***********************************************************************
 DN3716  DESIGNATION -  872 5272 H
 DN3716  PID         -  DN3716
 DN3716  STATE/COUNTY-  FL/LEE
 DN3716  COUNTRY     -  US
 DN3716  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3716
 DN3716                         *CURRENT SURVEY CONTROL
 DN3716  ______________________________________________________________________
 DN3716* NAD 83(1986) POSITION- 26 19 56.8    (N) 081 50 40.3    (W)   HD_HELD2
 DN3716* NAVD 88 ORTHO HEIGHT -     0.929 (meters)        3.05  (feet) ADJUSTED
 DN3716  ______________________________________________________________________
 DN3716  GEOID HEIGHT    -        -23.845 (meters)                     GEOID18
 DN3716  DYNAMIC HEIGHT  -          0.928 (meters)        3.04  (feet) COMP
 DN3716  MODELED GRAVITY -    979,053.2   (mgal)                       NAVD 88
 DN3716
 DN3716  VERT ORDER      -  FIRST     CLASS II
 DN3716
 DN3716.The horizontal coordinates were established by autonomous hand held GPS
 DN3716.observations and have an estimated accuracy of +/- 10 meters.
 DN3716
 DN3716.The orthometric height was determined by differential leveling and
 DN3716.adjusted by the NATIONAL GEODETIC SURVEY
 DN3716.in May 2013.
 DN3716
 DN3716.No vertical observational check was made to the station.
 DN3716
 DN3716.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3716.GEOID18 height accuracy estimate available here.
 DN3716
 DN3716.Click photographs - Photos may exist for this station.
 DN3716
 DN3716.The dynamic height is computed by dividing the NAVD 88
 DN3716.geopotential number by the normal gravity value computed on the
 DN3716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3716.degrees latitude (g = 980.6199 gals.).
 DN3716
 DN3716.The modeled gravity was interpolated from observed gravity values.
 DN3716
 DN3716;                    North         East    Units  Estimated Accuracy
 DN3716;SPC FL W     -   221,454.      215,521.      MT  (+/- 10 meters HH2 GPS)
 DN3716
 DN3716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1571912776(NAD 83)
 DN3716
 DN3716                          SUPERSEDED SURVEY CONTROL
 DN3716
 DN3716.No superseded survey control is available for this station.
 DN3716
 DN3716_MARKER: F = FLANGE-ENCASED ROD
 DN3716_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DN3716_STAMPING: 5272 H 2008
 DN3716_MARK LOGO: NGS
 DN3716_PROJECTION: RECESSED 3 CENTIMETERS
 DN3716_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3716+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 DN3716_ROD/PIPE-DEPTH: 5.2 meters
 DN3716
 DN3716  HISTORY     - Date     Condition        Report By
 DN3716  HISTORY     - 20080826 MONUMENTED       FLDEP
 DN3716
 DN3716                          STATION DESCRIPTION
 DN3716
 DN3716'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3716'THE MARK IS ABOUT 10.4 MI (16.7 KM) SOUTHEAST OF FORT MYERS BEACH, 7.6
 DN3716'MI (12.2 KM) SOUTH-SOUTHWEST OF ESTERO, 4.2 MI (6.8 KM) WEST OF BONITA
 DN3716'SPRINGS, IN SECTION 31, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 DN3716'
 DN3716'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3716'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3716'WEST ON BONITA BEACH ROAD (COUNTY ROAD 865) FOR 2.3 MI (3.7 KM) TO THE
 DN3716'INTERSECTION OF BAREFOOT BEACH BOULEVARD.  CONTINUE WEST THEN NORTH ON
 DN3716'HICKORY BOULEVARD (BONITA BEACH ROAD TURNS INTO HICKORY BLVD) FOR 0.2
 DN3716'MI (0.3 KM) TO THE JUNCTION OF FORRESTER DRIVE ON THE RIGHT.  TURN
 DN3716'RIGHT ON FORRESTER DRIVE AND GO EAST FOR 0.05 MI (0.1 KM) TO THE MARK
 DN3716'ON THE RIGHT, A COPPER COATED STEEL ROD DRIVEN INTO THE GROUND WITH A
 DN3716'NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.1 FT (0.0 M) BELOW THE
 DN3716'LEVEL OF THE GROUND AND BELOW THE LEVEL OF FORRESTER DRIVE, THE DATUM
 DN3716'POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE NATIONAL
 DN3716'GEODETIC SURVEY LOGO CAP.
 DN3716'
 DN3716'LOCATED 34.5 FT (10.5 M) WEST OF BONITA SPRINGS SEWER UTILITY BOX,
 DN3716'20.5 FT (6.2 M) SOUTH OF THE CENTERLINE OF FORRESTER DRIVE, 18.0 FT
 DN3716'(5.5 M) EAST OF THE CENTERLINE OF THE BEACH AND TENNIS CLUB DRIVEWAY,
 DN3716'1.7 FT (0.5 M) SOUTH OF A POWER POLE AND 0.8 FT (24 CM) NORTH OF A
 DN3716'METAL WITNESS POST.
 DN3716'
 DN3716'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DN3716'CAP.
 DN3716'
 DN3716'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DN3716'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3715 ***********************************************************************
 DN3715  DESIGNATION -  872 5272 J
 DN3715  PID         -  DN3715
 DN3715  STATE/COUNTY-  FL/LEE
 DN3715  COUNTRY     -  US
 DN3715  USGS QUAD   -  BONITA SPRINGS (2018)
 DN3715
 DN3715                         *CURRENT SURVEY CONTROL
 DN3715  ______________________________________________________________________
 DN3715* NAD 83(1986) POSITION- 26 19 56.8    (N) 081 50 45.5    (W)   HD_HELD2
 DN3715* NAVD 88 ORTHO HEIGHT -     1.892 (meters)        6.21  (feet) ADJUSTED
 DN3715  ______________________________________________________________________
 DN3715  GEOID HEIGHT    -        -23.843 (meters)                     GEOID18
 DN3715  DYNAMIC HEIGHT  -          1.889 (meters)        6.20  (feet) COMP
 DN3715  MODELED GRAVITY -    979,053.3   (mgal)                       NAVD 88
 DN3715
 DN3715  VERT ORDER      -  FIRST     CLASS II
 DN3715
 DN3715.The horizontal coordinates were established by autonomous hand held GPS
 DN3715.observations and have an estimated accuracy of +/- 10 meters.
 DN3715
 DN3715.The orthometric height was determined by differential leveling and
 DN3715.adjusted by the NATIONAL GEODETIC SURVEY
 DN3715.in May 2013.
 DN3715
 DN3715.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3715.GEOID18 height accuracy estimate available here.
 DN3715
 DN3715.Click photographs - Photos may exist for this station.
 DN3715
 DN3715.The dynamic height is computed by dividing the NAVD 88
 DN3715.geopotential number by the normal gravity value computed on the
 DN3715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3715.degrees latitude (g = 980.6199 gals.).
 DN3715
 DN3715.The modeled gravity was interpolated from observed gravity values.
 DN3715
 DN3715;                    North         East    Units  Estimated Accuracy
 DN3715;SPC FL W     -   221,454.      215,376.      MT  (+/- 10 meters HH2 GPS)
 DN3715
 DN3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1557412777(NAD 83)
 DN3715
 DN3715                          SUPERSEDED SURVEY CONTROL
 DN3715
 DN3715.No superseded survey control is available for this station.
 DN3715
 DN3715_MARKER: DD = SURVEY DISK
 DN3715_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN3715_SP_SET: DROP INLET
 DN3715_STAMPING: 5272 J 2008
 DN3715_MARK LOGO: FLDEP
 DN3715_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN3715_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN3715+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 DN3715
 DN3715  HISTORY     - Date     Condition        Report By
 DN3715  HISTORY     - 20080826 MONUMENTED       FLDEP
 DN3715
 DN3715                          STATION DESCRIPTION
 DN3715
 DN3715'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3715'THE MARK IS ABOUT 10.4 MI (16.7 KM) SOUTHEAST OF FORT MYERS BEACH, 7.6
 DN3715'MI (12.2 KM) SOUTH-SOUTHWEST OF ESTERO, 4.2 MI (6.8 KM) WEST OF BONITA
 DN3715'SPRINGS, IN SECTION 31, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 DN3715'
 DN3715'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3715'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3715'WEST ON BONITA BEACH ROAD (COUNTY ROAD 865) FOR 2.3 MI (3.7 KM) TO THE
 DN3715'INTERSECTION OF BAREFOOT BEACH BOULEVARD.  CONTINUE WEST THEN NORTH ON
 DN3715'HICKORY BOULEVARD (BONITA BEACH BOULEVARD) FOR 0.2 MI (0.3 KM) TO THE
 DN3715'JUNCTION OF FORRESTER DRIVE ON THE RIGHT AND THE MARK ON THE LEFT, SET
 DN3715'FLUSH IN THE TOP OF A CONCRETE DRAIN AND ABOUT 3.0 FT (0.9 M) ABOVE
 DN3715'THE LEVEL OF HICKORY BOULEVARD.
 DN3715'
 DN3715'LOCATED 38.4 FT (11.7 M) WEST OF THE APPROXIMATE CENTERLINE OF HICKORY
 DN3715'BOULEVARD, 18.6 FT (5.7 M) SOUTHWEST OF A POWER POLE, 13.3 FT (4.1 M)
 DN3715'NORTHWEST OF A WHITE RAIL FENCE, 8.4 FT (2.6 M) SOUTH OF A WOODEN
 DN3715'FENCE AND 2.4 FT (0.7 M) EAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7868 ***********************************************************************
 AD7868  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7868  DESIGNATION -  872 5283 E
 AD7868  PID         -  AD7868
 AD7868  STATE/COUNTY-  FL/LEE
 AD7868  COUNTRY     -  US
 AD7868  USGS QUAD   -  BONITA SPRINGS (2018)
 AD7868
 AD7868                         *CURRENT SURVEY CONTROL
 AD7868  ______________________________________________________________________
 AD7868* NAD 83(1986) POSITION- 26 21 34.03   (N) 081 51 29.21   (W)   HD_HELD1
 AD7868* NAVD 88 ORTHO HEIGHT -     3.499 (meters)       11.48  (feet) ADJUSTED
 AD7868  ______________________________________________________________________
 AD7868  GEOID HEIGHT    -        -23.877 (meters)                     GEOID18
 AD7868  DYNAMIC HEIGHT  -          3.494 (meters)       11.46  (feet) COMP
 AD7868  MODELED GRAVITY -    979,054.7   (mgal)                       NAVD 88
 AD7868
 AD7868  VERT ORDER      -  FIRST     CLASS II
 AD7868
 AD7868.The horizontal coordinates were determined by differentially corrected
 AD7868.hand held GPS observations or other comparable positioning techniques
 AD7868.and have an estimated accuracy of +/- 3 meters.
 AD7868
 AD7868.The orthometric height was determined by differential leveling and
 AD7868.adjusted by the NATIONAL GEODETIC SURVEY
 AD7868.in May 2022.
 AD7868
 AD7868.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7868.GEOID18 height accuracy estimate available here.
 AD7868
 AD7868.This Tidal Bench Mark is designated as VM 7878
 AD7868.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7868
 AD7868.Click photographs - Photos may exist for this station.
 AD7868
 AD7868.The dynamic height is computed by dividing the NAVD 88
 AD7868.geopotential number by the normal gravity value computed on the
 AD7868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7868.degrees latitude (g = 980.6199 gals.).
 AD7868
 AD7868.The modeled gravity was interpolated from observed gravity values.
 AD7868
 AD7868;                    North         East    Units  Estimated Accuracy
 AD7868;SPC FL W     -   224,444.3     214,161.0     MT  (+/- 3 meters HH1 GPS) 
 AD7868
 AD7868_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1438315776(NAD 83)
 AD7868
 AD7868                          SUPERSEDED SURVEY CONTROL
 AD7868
 AD7868  NAVD 88 (05/07/13)    3.498  (m)           11.48   (f) SUPERSEDED  1 2
 AD7868  NAVD 88 (??/??/92)    3.501  (m)           11.49   (f) SUPERSEDED  3 0
 AD7868  NGVD 29 (09/01/92)    3.865  (m)           12.68   (f) ADJUSTED    2 1
 AD7868
 AD7868.Superseded values are not recommended for survey control.
 AD7868
 AD7868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7868.See file dsdata.pdf to determine how the superseded data were derived.
 AD7868
 AD7868_MARKER: DD = SURVEY DISK
 AD7868_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD7868_SP_SET: BRIDGE WALKWAY
 AD7868_STAMPING: 5283 E
 AD7868_MARK LOGO: FLSRD
 AD7868_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7868+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2022
 AD7868
 AD7868  HISTORY     - Date     Condition        Report By
 AD7868  HISTORY     - UNK      MONUMENTED       FLDT
 AD7868  HISTORY     - 1984     GOOD             FLDNR
 AD7868  HISTORY     - 19980323 GOOD             USPSQD
 AD7868  HISTORY     - 19990222 GOOD             USPSQD
 AD7868  HISTORY     - 20050215 GOOD             FLDEP
 AD7868  HISTORY     - 20080905 GOOD             FLDEP
 AD7868  HISTORY     - 20160114 GOOD             GEOCAC
 AD7868  HISTORY     - 20220330 GOOD             T2UES
 AD7868
 AD7868                          STATION DESCRIPTION
 AD7868
 AD7868'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7868'IN BONITA BEACH.
 AD7868'THE MARK IS AT THE STATE ROAD 865 BRIDGE OVER BIG HICKORY PASS, AT
 AD7868'THE NORTH END OF BONITA BEACH.  THE MARK IS SET IN THE BRIDGE
 AD7868'WALKWAY, 47 FEET NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE, 19
 AD7868'FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET
 AD7868'NORTHWEST OF THE CONCRETE RAILING.
 AD7868
 AD7868                          STATION RECOVERY (1998)
 AD7868
 AD7868'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7868'RECOVERED IN GOOD CONDITION.
 AD7868
 AD7868                          STATION RECOVERY (1999)
 AD7868
 AD7868'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD7868'RECOVERED IN GOOD CONDITION.
 AD7868
 AD7868                          STATION RECOVERY (2005)
 AD7868
 AD7868'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (RWH)
 AD7868'RECOVERED AS DESCRIBED.
 AD7868
 AD7868                          STATION RECOVERY (2008)
 AD7868
 AD7868'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7868'RECOVERED AS DESCRIBED.
 AD7868
 AD7868                          STATION RECOVERY (2016)
 AD7868
 AD7868'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD7868'RECOVERED IN GOOD CONDITION.
 AD7868
 AD7868                          STATION RECOVERY (2022)
 AD7868
 AD7868'RECOVERY NOTE BY T2 UES, INC. 2022 (JNH)
 AD7868'RECOVERED IN GOOD CONDITION.
 AD7868'
 AD7868'NOTE-SET IN THE WALKWAY OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7869 ***********************************************************************
 AD7869  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7869  DESIGNATION -  872 5283 F
 AD7869  PID         -  AD7869
 AD7869  STATE/COUNTY-  FL/LEE
 AD7869  COUNTRY     -  US
 AD7869  USGS QUAD   -  BONITA SPRINGS (2018)
 AD7869
 AD7869                         *CURRENT SURVEY CONTROL
 AD7869  ______________________________________________________________________
 AD7869* NAD 83(1986) POSITION- 26 21 35.03   (N) 081 51 29.25   (W)   HD_HELD1
 AD7869* NAVD 88 ORTHO HEIGHT -     4.462 (meters)       14.64  (feet) ADJUSTED
 AD7869  ______________________________________________________________________
 AD7869  GEOID HEIGHT    -        -23.878 (meters)                     GEOID18
 AD7869  DYNAMIC HEIGHT  -          4.454 (meters)       14.61  (feet) COMP
 AD7869  MODELED GRAVITY -    979,054.7   (mgal)                       NAVD 88
 AD7869
 AD7869  VERT ORDER      -  FIRST     CLASS II
 AD7869
 AD7869.The horizontal coordinates were determined by differentially corrected
 AD7869.hand held GPS observations or other comparable positioning techniques
 AD7869.and have an estimated accuracy of +/- 3 meters.
 AD7869
 AD7869.The orthometric height was determined by differential leveling and
 AD7869.adjusted by the NATIONAL GEODETIC SURVEY
 AD7869.in May 2013.
 AD7869
 AD7869.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7869.GEOID18 height accuracy estimate available here.
 AD7869
 AD7869.This Tidal Bench Mark is designated as VM 7879
 AD7869.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7869
 AD7869.Click photographs - Photos may exist for this station.
 AD7869
 AD7869.The dynamic height is computed by dividing the NAVD 88
 AD7869.geopotential number by the normal gravity value computed on the
 AD7869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7869.degrees latitude (g = 980.6199 gals.).
 AD7869
 AD7869.The modeled gravity was interpolated from observed gravity values.
 AD7869
 AD7869;                    North         East    Units  Estimated Accuracy
 AD7869;SPC FL W     -   224,475.1     214,159.8     MT  (+/- 3 meters HH1 GPS) 
 AD7869
 AD7869_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1438215807(NAD 83)
 AD7869
 AD7869                          SUPERSEDED SURVEY CONTROL
 AD7869
 AD7869  NAVD 88 (??/??/92)    4.465  (m)           14.65   (f) SUPERSEDED  3 0
 AD7869  NGVD 29 (09/01/92)    4.829  (m)           15.84   (f) ADJUSTED    2 1
 AD7869
 AD7869.Superseded values are not recommended for survey control.
 AD7869
 AD7869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7869.See file dsdata.pdf to determine how the superseded data were derived.
 AD7869
 AD7869_MARKER: DD = SURVEY DISK
 AD7869_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD7869_SP_SET: BRIDGE WALKWAY
 AD7869_STAMPING: 5283 F
 AD7869_MARK LOGO: FLSRD
 AD7869_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7869+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2022
 AD7869
 AD7869  HISTORY     - Date     Condition        Report By
 AD7869  HISTORY     - UNK      MONUMENTED       FLDT
 AD7869  HISTORY     - 1984     GOOD             FLDNR
 AD7869  HISTORY     - 19980323 GOOD             USPSQD
 AD7869  HISTORY     - 19990222 GOOD             USPSQD
 AD7869  HISTORY     - 20050215 GOOD             FLDEP
 AD7869  HISTORY     - 20080905 GOOD             FLDEP
 AD7869  HISTORY     - 20160114 GOOD             GEOCAC
 AD7869  HISTORY     - 20220330 GOOD             T2UES
 AD7869
 AD7869                          STATION DESCRIPTION
 AD7869
 AD7869'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7869'IN BONITA BEACH.
 AD7869'THE MARK IS AT THE STATE ROAD 865 BRIDGE OVER BIG HICKORY PASS, AT
 AD7869'THE NORTH END OF BONITA BEACH.  THE MARK IS SET IN THE BRIDGE
 AD7869'WALKWAY, 150 FEET NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE, 19
 AD7869'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET
 AD7869'SOUTHEAST OF THE CONCRETE RAILING.
 AD7869
 AD7869                          STATION RECOVERY (1998)
 AD7869
 AD7869'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7869'RECOVERED IN GOOD CONDITION.
 AD7869
 AD7869                          STATION RECOVERY (1999)
 AD7869
 AD7869'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD7869'RECOVERED IN GOOD CONDITION.
 AD7869
 AD7869                          STATION RECOVERY (2005)
 AD7869
 AD7869'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (RWH)
 AD7869'RECOVERED AS DESCRIBED.
 AD7869
 AD7869                          STATION RECOVERY (2008)
 AD7869
 AD7869'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7869'RECOVERED AS DESCRIBED.
 AD7869
 AD7869                          STATION RECOVERY (2016)
 AD7869
 AD7869'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD7869'RECOVERED IN GOOD CONDITION.
 AD7869
 AD7869                          STATION RECOVERY (2022)
 AD7869
 AD7869'RECOVERY NOTE BY T2 UES, INC. 2022 (JNH)
 AD7869'RECOVERED IN GOOD CONDITION.
 AD7869'
 AD7869'NOTE-SET IN THE WALKWAY OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8008 ***********************************************************************
 DR8008  TIDAL BM    -  This is a Tidal Bench Mark.
 DR8008  DESIGNATION -  872 5283 G
 DR8008  PID         -  DR8008
 DR8008  STATE/COUNTY-  FL/LEE
 DR8008  COUNTRY     -  US
 DR8008  USGS QUAD   -  BONITA SPRINGS (2018)
 DR8008
 DR8008                         *CURRENT SURVEY CONTROL
 DR8008  ______________________________________________________________________
 DR8008* NAD 83(1986) POSITION- 26 21 29.27   (N) 081 51 29.31   (W)   HD_HELD1
 DR8008* NAVD 88 ORTHO HEIGHT -     1.032 (meters)        3.39  (feet) ADJUSTED
 DR8008  ______________________________________________________________________
 DR8008  GEOID HEIGHT    -        -23.875 (meters)                     GEOID18
 DR8008  DYNAMIC HEIGHT  -          1.030 (meters)        3.38  (feet) COMP
 DR8008  MODELED GRAVITY -    979,054.6   (mgal)                       NAVD 88
 DR8008
 DR8008  VERT ORDER      -  FIRST     CLASS II
 DR8008
 DR8008.The horizontal coordinates were determined by differentially corrected
 DR8008.hand held GPS observations or other comparable positioning techniques
 DR8008.and have an estimated accuracy of +/- 3 meters.
 DR8008
 DR8008.The orthometric height was determined by differential leveling and
 DR8008.adjusted by the NATIONAL GEODETIC SURVEY
 DR8008.in May 2022.
 DR8008
 DR8008.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8008.GEOID18 height accuracy estimate available here.
 DR8008
 DR8008.This Tidal Bench Mark is designated as VM 24637
 DR8008.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR8008
 DR8008.Click photographs - Photos may exist for this station.
 DR8008
 DR8008.The dynamic height is computed by dividing the NAVD 88
 DR8008.geopotential number by the normal gravity value computed on the
 DR8008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8008.degrees latitude (g = 980.6199 gals.).
 DR8008
 DR8008.The modeled gravity was interpolated from observed gravity values.
 DR8008
 DR8008;                    North         East    Units  Estimated Accuracy
 DR8008;SPC FL W     -   224,297.8     214,158.4     MT  (+/- 3 meters HH1 GPS) 
 DR8008
 DR8008_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1437915630(NAD 83)
 DR8008
 DR8008                          SUPERSEDED SURVEY CONTROL
 DR8008
 DR8008.No superseded survey control is available for this station.
 DR8008
 DR8008_MARKER: F = FLANGE-ENCASED ROD
 DR8008_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR8008_STAMPING: 5283 G 2022
 DR8008_MARK LOGO: FLDEP
 DR8008_PROJECTION: RECESSED 13 CENTIMETERS
 DR8008_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8008_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8008+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2022
 DR8008_ROD/PIPE-DEPTH: 6.4 meters
 DR8008
 DR8008  HISTORY     - Date     Condition        Report By
 DR8008  HISTORY     - 20220330 MONUMENTED       T2UES
 DR8008
 DR8008                          STATION DESCRIPTION
 DR8008
 DR8008'DESCRIBED BY T2 UES, INC. 2022 (JNH)
 DR8008'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) SOUTHEAST OF FORT MYERS
 DR8008'BEACH, 6.3 MI (10.1 KM) SOUTH-SOUTHWEST OF ESTERO AND 5.1 MI (8.2 KM)
 DR8008'WEST-NORTHWEST OF BONITA SPRINGS.
 DR8008'
 DR8008'TO REACH THE STATION FROM THE INTERSECTION OF SOUTH TAMIAMI TRAIL (US
 DR8008'41) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO WEST
 DR8008'ON BONITA BEACH ROAD (COUNTY ROAD 865) FOR 2.3 MI (3.7 KM) TO THE
 DR8008'JUNCTION OF BAREFOOT BEACH BOULEVARD.  CONTINUE WEST THEN NORTH ON
 DR8008'HICKORY BOULEVARD (BONITA BEACH ROAD TURNS INTO HICKORY BOULEVARD) FOR
 DR8008'2.21 MI (3.56 KM) TO THE STATION ON THE RIGHT.  A STAINLESS STEEL ROD
 DR8008'DRIVEN TO REFUSAL AT A DEPTH OF 21.1 FT (6.4 M) WITH A FLORIDA
 DR8008'DEPARTMENT OF ENVIRONMENTAL PROTECTION AGENCY LOGO CAP RECESSED 0.30
 DR8008'FT (9 CM) BELOW THE LEVEL OF THE GROUND, THE DATUM POINT IS RECESSED
 DR8008'0.40 FT (12 CM) BELOW THE LEVEL OF THE LOGO CAP.
 DR8008'
 DR8008'THE MARK IS LOCATED 37.00 FT (11.3 M) NORTHEAST OF THE CENTERLINE OF
 DR8008'HICKORY BOULEVARD, 25.70 FT (7.8 M) NORTHWEST OF A FIBER OPTIC MARKER
 DR8008'POST AND 11.50 FT (3.5 M) NORTHEAST OF SEWER MANHOLE COVER.
 DR8008'
 DR8008'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DR8008'
 DR8008'NOTE-A MAGNET WAS PLACED INSIDE OF THE LOGO CAP.
 DR8008'
 DR8008'NOTE-NO WITNESS POST WAS SET PER THE REQUEST OF PROPERTY OWNER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1310 ***********************************************************************
 AD1310  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1310  DESIGNATION -  872 5283 TIDAL 3
 AD1310  PID         -  AD1310
 AD1310  STATE/COUNTY-  FL/LEE
 AD1310  COUNTRY     -  US
 AD1310  USGS QUAD   -  BONITA SPRINGS (2018)
 AD1310
 AD1310                         *CURRENT SURVEY CONTROL
 AD1310  ______________________________________________________________________
 AD1310* NAD 83(2011) POSITION- 26 21 32.71240(N) 081 51 29.26737(W)   ADJUSTED
 AD1310* NAD 83(2011) ELLIP HT-   -22.969 (meters)        (06/27/12)   ADJUSTED
 AD1310* NAD 83(2011) EPOCH   -  2010.00
 AD1310* NAVD 88 ORTHO HEIGHT -     0.858 (meters)        2.82  (feet) ADJUSTED
 AD1310  ______________________________________________________________________
 AD1310  GEOID HEIGHT    -        -23.877 (meters)                     GEOID18
 AD1310  NAD 83(2011) X  -    809,916.125 (meters)                     COMP
 AD1310  NAD 83(2011) Y  - -5,661,107.494 (meters)                     COMP
 AD1310  NAD 83(2011) Z  -  2,814,754.031 (meters)                     COMP
 AD1310  LAPLACE CORR    -         -1.74  (seconds)                    DEFLEC18
 AD1310  DYNAMIC HEIGHT  -          0.856 (meters)        2.81  (feet) COMP
 AD1310  MODELED GRAVITY -    979,054.6   (mgal)                       NAVD 88
 AD1310
 AD1310  VERT ORDER      -  FIRST     CLASS II
 AD1310
 AD1310  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD1310  Standards:
 AD1310         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD1310            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD1310  -------------------------------------------------------------------
 AD1310  NETWORK    0.98   1.67           0.34   0.44   0.85     -0.19857977
 AD1310  -------------------------------------------------------------------
 AD1310  Click here for local accuracies and other accuracy information.
 AD1310
 AD1310.The horizontal coordinates were established by GPS observations
 AD1310.and adjusted by the National Geodetic Survey in June 2012.
 AD1310
 AD1310.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD1310.been affixed to the stable North American tectonic plate. See 
 AD1310.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD1310
 AD1310.The horizontal coordinates are valid at the epoch date displayed above
 AD1310.which is a decimal equivalence of Year/Month/Day.
 AD1310
 AD1310.The orthometric height was determined by differential leveling and
 AD1310.adjusted by the NATIONAL GEODETIC SURVEY
 AD1310.in May 2022.
 AD1310
 AD1310.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1310.GEOID18 height accuracy estimate available here.
 AD1310
 AD1310.This Tidal Bench Mark is designated as VM 7875
 AD1310.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1310
 AD1310.Click photographs - Photos may exist for this station.
 AD1310
 AD1310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD1310
 AD1310.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD1310
 AD1310.The ellipsoidal height was determined by GPS observations
 AD1310.and is referenced to NAD 83.
 AD1310
 AD1310.The dynamic height is computed by dividing the NAVD 88
 AD1310.geopotential number by the normal gravity value computed on the
 AD1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1310.degrees latitude (g = 980.6199 gals.).
 AD1310
 AD1310.The modeled gravity was interpolated from observed gravity values.
 AD1310
 AD1310. The following values were computed from the NAD 83(2011) position.
 AD1310
 AD1310;                    North         East     Units Scale Factor Converg.
 AD1310;SPC FL W     -   224,403.784   214,159.433   MT  0.99994365   +0 03 46.8
 AD1310;SPC FL W     -   736,231.41    702,621.41   sFT  0.99994365   +0 03 46.8
 AD1310;UTM  17      - 2,915,736.108   414,381.188   MT  0.99969050   -0 22 51.7
 AD1310
 AD1310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD1310!SPC FL W     -   1.00000361  x   0.99994365  =   0.99994726
 AD1310!UTM  17      -   1.00000361  x   0.99969050  =   0.99969411
 AD1310
 AD1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1438115736(NAD 83)
 AD1310
 AD1310                          SUPERSEDED SURVEY CONTROL
 AD1310
 AD1310  NAD 83(2007)-  26 21 32.71274(N)    081 51 29.26807(W) AD(2002.00) 0
 AD1310  ELLIP H (02/10/07)  -22.924  (m)                       GP(2002.00)    
 AD1310  NAD 83(1999)-  26 21 32.71269(N)    081 51 29.26816(W) AD(       ) 1
 AD1310  ELLIP H (05/20/05)  -22.944  (m)                       GP(       ) 3 1
 AD1310  NAVD 88 (05/07/13)    0.918  (m)            3.01   (f) SUPERSEDED  1 2
 AD1310  NAVD 88               0.93   (m)            3.1    (f) LEVELING    3  
 AD1310  NAVD 88 (06/15/91)    0.928  (m)            3.04   (f) SUPERSEDED  1 1
 AD1310  NGVD 29 (??/??/92)    1.294  (m)            4.25   (f) SUPERSEDED  1 1
 AD1310  NGVD 29 (09/01/92)    1.285  (m)            4.22   (f) ADJUSTED    1 1
 AD1310
 AD1310.Superseded values are not recommended for survey control.
 AD1310
 AD1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1310.See file dsdata.pdf to determine how the superseded data were derived.
 AD1310
 AD1310_MARKER: DB = BENCH MARK DISK
 AD1310_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD1310_SP_SET: SEAWALL
 AD1310_STAMPING: NO 3 1965
 AD1310_MARK LOGO: CGS
 AD1310_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AD1310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1310+STABILITY: SURFACE MOTION
 AD1310_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD1310+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2022
 AD1310
 AD1310  HISTORY     - Date     Condition        Report By
 AD1310  HISTORY     - 1965     MONUMENTED       CGS
 AD1310  HISTORY     - 1974     GOOD             NGS
 AD1310  HISTORY     - 1984     GOOD             FLDNR
 AD1310  HISTORY     - 19980327 MARK NOT FOUND   USPSQD
 AD1310  HISTORY     - 20050215 GOOD             FLDEP
 AD1310  HISTORY     - 20080905 GOOD             FLDEP
 AD1310  HISTORY     - 20190820 GOOD             WANTGP
 AD1310  HISTORY     - 20220330 GOOD             T2UES
 AD1310
 AD1310                          STATION DESCRIPTION
 AD1310
 AD1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1310'6.9 MI NW FROM BONITA SPRINGS.
 AD1310'ABOUT 0.7 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 AD1310'AT BONITA SPRINGS, THENCE ABOUT 6.2 MILES WEST AND NORTH ALONG
 AD1310'STATE HIGHWAY S 865, IN SECTION 25, R 24 E, T 47 S, SET IN THE
 AD1310'TOP AT THE SOUTH END OF THE SEA WALL DIRECTLY UNDER THE SOUTH
 AD1310'END OF THE HIGHWAY BRIDGE OVER BIG HICKORY PASS, 1.0 FOOT NORTH
 AD1310'OF THE SOUTH END OF THE SEA WALL, 44 FEET EAST OF THE CENTER
 AD1310'LINE OF THE BRIDGE, (MEASURED UNDER BRIDGE,) 82.4 FEET
 AD1310'SOUTH-SOUTHEAST OF THE SOUTHEAST END OF THE WING WALL OF THE
 AD1310'BRIDGE, 103 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM TIDAL
 AD1310'4 DESCRIBED, 172 FEET NORTHWEST OF TIDAL 2 DESCRIBED AND ABOUT
 AD1310'5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AD1310
 AD1310                          STATION RECOVERY (1974)
 AD1310
 AD1310'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1310'RECOVERED IN GOOD CONDITION.
 AD1310
 AD1310                          STATION RECOVERY (1984)
 AD1310
 AD1310'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1310'RECOVERED IN GOOD CONDITION EXCEPT CHANGE COMPASS BEARINGS FROM THE
 AD1310'WITNESSES, NORTH TO NORTHEAST, SOUTH TO SOUTHWEST, EAST TO SOUTHEAST,
 AD1310'SOUTH-SOUTHEAST TO SOUTH-SOUTHWEST, AND SOUTHEAST TO SOUTH.  THE MARK
 AD1310'IS ALSO 1.5 FEET NORTHEAST OF A WITNESS POST AND IS BURIED UNDER 12
 AD1310'INCHES OF FILL.
 AD1310
 AD1310                          STATION RECOVERY (1998)
 AD1310
 AD1310'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1310'MARK NOT FOUND.
 AD1310
 AD1310                          STATION RECOVERY (2005)
 AD1310
 AD1310'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (RWH)
 AD1310'RECOVERED IN GOOD CONDITION. NOTE- THE MARK IS NOT DIRECTLY UNDER THE
 AD1310'BRIDGE, THE MARK IS ABOUT 75 FEET SE OF THE SE  CORNER OF THE BRIDGE.
 AD1310
 AD1310                          STATION RECOVERY (2008)
 AD1310
 AD1310'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD1310'RECOVERED AS DESCRIBED.
 AD1310
 AD1310                          STATION RECOVERY (2019)
 AD1310
 AD1310'RECOVERY NOTE BY WANTMAN GROUP INC 2019 (MJS)
 AD1310'RECOVERED IN GOOD CONDITION.
 AD1310
 AD1310                          STATION RECOVERY (2022)
 AD1310
 AD1310'RECOVERY NOTE BY T2 UES, INC. 2022 (JNH)
 AD1310'RECOVERED IN GOOD CONDITION.
 AD1310'
 AD1310'NOTE-THE FOLLOWING CHANGES, THE MARK IS 89.40 FT (27.2 M) SOUTHEAST OF
 AD1310'THE SOUTHEAST CORNER OF THE STATE ROAD 865 BRIDGE OVER BIG HICKORY
 AD1310'PASS, 40 FT (12.2 M) SOUTHWEST OF THE CENTERLINE OF ESTERO BOULEVARD,
 AD1310'19.00 FT (5.8 M) SOUTHEAST OF THE SOUTH END OF A GUARD RAIL, 1.5 FT
 AD1310'(0.5 M) NORTHWEST OF A CARSONITE WITNESS POST, AND THE MARK IS 2.00 FT
 AD1310'(0.6 M) BELOW LEVEL OF NATURAL GROUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1311 ***********************************************************************
 AD1311  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1311  DESIGNATION -  872 5283 TIDAL 4
 AD1311  PID         -  AD1311
 AD1311  STATE/COUNTY-  FL/LEE
 AD1311  COUNTRY     -  US
 AD1311  USGS QUAD   -  BONITA SPRINGS (2018)
 AD1311
 AD1311                         *CURRENT SURVEY CONTROL
 AD1311  ______________________________________________________________________
 AD1311* NAD 83(1986) POSITION- 26 21 33.66   (N) 081 51 29.65   (W)   HD_HELD1
 AD1311* NAVD 88 ORTHO HEIGHT -     4.028 (meters)       13.22  (feet) ADJUSTED
 AD1311  ______________________________________________________________________
 AD1311  GEOID HEIGHT    -        -23.877 (meters)                     GEOID18
 AD1311  DYNAMIC HEIGHT  -          4.021 (meters)       13.19  (feet) COMP
 AD1311  MODELED GRAVITY -    979,054.6   (mgal)                       NAVD 88
 AD1311
 AD1311  VERT ORDER      -  FIRST     CLASS II
 AD1311
 AD1311.The horizontal coordinates were determined by differentially corrected
 AD1311.hand held GPS observations or other comparable positioning techniques
 AD1311.and have an estimated accuracy of +/- 3 meters.
 AD1311
 AD1311.The orthometric height was determined by differential leveling and
 AD1311.adjusted by the NATIONAL GEODETIC SURVEY
 AD1311.in May 2013.
 AD1311
 AD1311.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1311.GEOID18 height accuracy estimate available here.
 AD1311
 AD1311.This Tidal Bench Mark is designated as VM 7876
 AD1311.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1311
 AD1311.Click photographs - Photos may exist for this station.
 AD1311
 AD1311.The dynamic height is computed by dividing the NAVD 88
 AD1311.geopotential number by the normal gravity value computed on the
 AD1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1311.degrees latitude (g = 980.6199 gals.).
 AD1311
 AD1311.The modeled gravity was interpolated from observed gravity values.
 AD1311
 AD1311;                    North         East    Units  Estimated Accuracy
 AD1311;SPC FL W     -   224,432.9     214,148.8     MT  (+/- 3 meters HH1 GPS) 
 AD1311
 AD1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1437015765(NAD 83)
 AD1311
 AD1311                          SUPERSEDED SURVEY CONTROL
 AD1311
 AD1311  NAVD 88 (06/15/91)    4.032  (m)           13.23   (f) SUPERSEDED  1 1
 AD1311  NGVD 29 (??/??/92)    4.398  (m)           14.43   (f) SUPERSEDED  1 1
 AD1311  NGVD 29 (09/01/92)    4.394  (m)           14.42   (f) ADJUSTED    1 1
 AD1311
 AD1311.Superseded values are not recommended for survey control.
 AD1311
 AD1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1311.See file dsdata.pdf to determine how the superseded data were derived.
 AD1311
 AD1311_MARKER: DB = BENCH MARK DISK
 AD1311_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD1311_SP_SET: BRIDGE WALKWAY
 AD1311_STAMPING: NO 4 1965
 AD1311_MARK LOGO: CGS
 AD1311_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1311_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD1311+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2022
 AD1311
 AD1311  HISTORY     - Date     Condition        Report By
 AD1311  HISTORY     - 1965     MONUMENTED       CGS
 AD1311  HISTORY     - 1974     GOOD             NGS
 AD1311  HISTORY     - 1984     GOOD             FLDNR
 AD1311  HISTORY     - 19980323 GOOD             USPSQD
 AD1311  HISTORY     - 20050215 GOOD             FLDEP
 AD1311  HISTORY     - 20080905 GOOD             FLDEP
 AD1311  HISTORY     - 20160114 GOOD             GEOCAC
 AD1311  HISTORY     - 20220330 GOOD             T2UES
 AD1311
 AD1311                          STATION DESCRIPTION
 AD1311
 AD1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1311'6.9 MI NW FROM BONITA SPRINGS.
 AD1311'ABOUT 0.7 MILE SOUTH ALONG U.S. HIGHWAY 41 FROM THE POST OFFICE
 AD1311'AT BONITA SPRINGS, THENCE ABOUT 6.2 MILES WEST AND NORTH ALONG
 AD1311'STATE HIGHWAY S 865, IN SECTION 25, R 24 E, T 47 S, SET IN THE
 AD1311'TOP OF THE SOUTH END OF THE WEST CONCRETE BASE FOR THE INSIDE
 AD1311'GUARD RAIL OF THE CONCRETE HIGHWAY BRIDGE OVER BIG HICKORY PASS,
 AD1311'4 FEET EAST OF THE WESTERN MOST BANISTER OF THE BRIDGE, 14
 AD1311'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT NORTH
 AD1311'OF THE SOUTH END OF THE BASE AND ABOUT 1 FOOT ABOVE THE LEVEL
 AD1311'OF THE BRIDGE FLOOR.
 AD1311
 AD1311                          STATION RECOVERY (1974)
 AD1311
 AD1311'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1311'RECOVERED IN GOOD CONDITION.
 AD1311
 AD1311                          STATION RECOVERY (1984)
 AD1311
 AD1311'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1311'RECOVERED IN GOOD CONDITION EXCEPT CHANGE THE COMPASS BEARINGS FROM
 AD1311'THE WITNESSES, SOUTH TO SOUTHWEST, NORTH TO NORTHEAST, AND WEST TO
 AD1311'NORTHWEST.
 AD1311
 AD1311                          STATION RECOVERY (1998)
 AD1311
 AD1311'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1311'RECOVERED IN GOOD CONDITION.
 AD1311
 AD1311                          STATION RECOVERY (2005)
 AD1311
 AD1311'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (RWH)
 AD1311'RECOVERED AS DESCRIBED.
 AD1311
 AD1311                          STATION RECOVERY (2008)
 AD1311
 AD1311'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD1311'RECOVERED AS DESCRIBED.
 AD1311
 AD1311                          STATION RECOVERY (2016)
 AD1311
 AD1311'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD1311'RECOVERED IN GOOD CONDITION.
 AD1311
 AD1311                          STATION RECOVERY (2022)
 AD1311
 AD1311'RECOVERY NOTE BY T2 UES, INC. 2022 (JNH)
 AD1311'RECOVERED IN GOOD CONDITION.
 AD1311'
 AD1311'NOTE-SET IN THE WALKWAY OF THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7875 ***********************************************************************
 AD7875  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7875  DESIGNATION -  872 5319 D TIDAL
 AD7875  PID         -  AD7875
 AD7875  STATE/COUNTY-  FL/LEE
 AD7875  COUNTRY     -  US
 AD7875  USGS QUAD   -  ESTERO (2018)
 AD7875
 AD7875                         *CURRENT SURVEY CONTROL
 AD7875  ______________________________________________________________________
 AD7875* NAD 83(1986) POSITION- 26 23 54.     (N) 081 50 24.     (W)   SCALED
 AD7875* NAVD 88 ORTHO HEIGHT -     0.533 (meters)        1.75  (feet) POSTED
 AD7875  ______________________________________________________________________
 AD7875  GEOID HEIGHT    -        -23.977 (meters)                     GEOID18
 AD7875  DYNAMIC HEIGHT  -          0.53  (meters)        1.7   (feet) COMP
 AD7875  MODELED GRAVITY -    979,055.2   (mgal)                       NAVD 88
 AD7875
 AD7875  VERT ORDER      -  * POSTED, SEE BELOW
 AD7875
 AD7875.The horizontal coordinates were scaled from a map and have
 AD7875.an estimated accuracy of +/- 6 seconds.
 AD7875
 AD7875.The orthometric height was determined by differential leveling
 AD7875.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7875
 AD7875.* This is a POSTED BENCH MARK height.
 AD7875
 AD7875.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7875.GEOID18 height accuracy estimate available here.
 AD7875
 AD7875.This Tidal Bench Mark is designated as VM 7884
 AD7875.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7875
 AD7875.Click photographs - Photos may exist for this station.
 AD7875
 AD7875.The dynamic height is computed by dividing the NAVD 88
 AD7875.geopotential number by the normal gravity value computed on the
 AD7875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7875.degrees latitude (g = 980.6199 gals.).
 AD7875
 AD7875.The modeled gravity was interpolated from observed gravity values.
 AD7875
 AD7875;                    North         East    Units  Estimated Accuracy
 AD7875;SPC FL W     -   228,750.      215,960.      MT  (+/- 180 meters Scaled)
 AD7875
 AD7875_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK162200(NAD 83)
 AD7875
 AD7875                          SUPERSEDED SURVEY CONTROL
 AD7875
 AD7875  NGVD 29 (09/01/92)    0.899  (m)            2.95   (f) ADJUSTED    2 1
 AD7875
 AD7875.Superseded values are not recommended for survey control.
 AD7875
 AD7875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7875.See file dsdata.pdf to determine how the superseded data were derived.
 AD7875
 AD7875_MARKER: DJ = TIDAL STATION DISK
 AD7875_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD7875_STAMPING: 5319 D 1984
 AD7875_MARK LOGO: NOS
 AD7875_PROJECTION: PROJECTING 5 CENTIMETERS
 AD7875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7875_ROD/PIPE-DEPTH: 13.4 meters
 AD7875
 AD7875  HISTORY     - Date     Condition        Report By
 AD7875  HISTORY     - 1984     MONUMENTED       FLDNR
 AD7875  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AD7875
 AD7875                          STATION DESCRIPTION
 AD7875
 AD7875'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7875'4.2 MI SW FROM ESTERO.
 AD7875'BEGIN AT THE U.S. HIGHWAY 41 BRIDGE OVER THE ESTERO RIVER, GO 2.4
 AD7875'MILES SOUTH ON U.S. 41 TO THE JUNCTION OF COCONUT ROAD, GO 1.8 MILES
 AD7875'WEST ON COCONUT ROAD TO A 90-DEGREE RIGHT TURN AND THE MARK.  THE
 AD7875'MARK BEARS 25.8 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, 12.0
 AD7875'FEET NORTH-NORTHWEST OF A TELEPHONE POLE, 7 FEET WEST OF A FENCE,
 AD7875'15.8 FEET NORTH OF THE TELEPHONE POLE ANCHOR, AND 1 FOOT WEST OF A
 AD7875'WITNESS POST.
 AD7875'THE MARK IS 1 FT BELOW ROAD.
 AD7875
 AD7875                          STATION RECOVERY (2005)
 AD7875
 AD7875'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCG)
 AD7875'LOCAL RESIDENTS REPORT COCONUT ROAD WAS REBUILT AND WIDENED IN
 AD7875'1999-2000 FOR ACCESS TO THE NEW HYATT REGENCY HOTEL AND NEW
 AD7875'SUBDIVISIONS.  NEW ROAD, CURBS AND SIDEWALK ALL AT HIGHER ELEVATIONS
 AD7875'THAN ORIGINAL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7874 ***********************************************************************
 AD7874  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7874  DESIGNATION -  872 5319 E TIDAL
 AD7874  PID         -  AD7874
 AD7874  STATE/COUNTY-  FL/LEE
 AD7874  COUNTRY     -  US
 AD7874  USGS QUAD   -  ESTERO (2018)
 AD7874
 AD7874                         *CURRENT SURVEY CONTROL
 AD7874  ______________________________________________________________________
 AD7874* NAD 83(1986) POSITION- 26 23 54.     (N) 081 50 11.     (W)   SCALED
 AD7874* NAVD 88 ORTHO HEIGHT -     0.523 (meters)        1.72  (feet) POSTED
 AD7874  ______________________________________________________________________
 AD7874  GEOID HEIGHT    -        -23.983 (meters)                     GEOID18
 AD7874  DYNAMIC HEIGHT  -          0.52  (meters)        1.7   (feet) COMP
 AD7874  MODELED GRAVITY -    979,055.1   (mgal)                       NAVD 88
 AD7874
 AD7874  VERT ORDER      -  * POSTED, SEE BELOW
 AD7874
 AD7874.The horizontal coordinates were scaled from a map and have
 AD7874.an estimated accuracy of +/- 6 seconds.
 AD7874
 AD7874.The orthometric height was determined by differential leveling
 AD7874.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7874
 AD7874.* This is a POSTED BENCH MARK height.
 AD7874
 AD7874.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7874.GEOID18 height accuracy estimate available here.
 AD7874
 AD7874.This Tidal Bench Mark is designated as VM 7885
 AD7874.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7874
 AD7874.Click photographs - Photos may exist for this station.
 AD7874
 AD7874.The dynamic height is computed by dividing the NAVD 88
 AD7874.geopotential number by the normal gravity value computed on the
 AD7874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7874.degrees latitude (g = 980.6199 gals.).
 AD7874
 AD7874.The modeled gravity was interpolated from observed gravity values.
 AD7874
 AD7874;                    North         East    Units  Estimated Accuracy
 AD7874;SPC FL W     -   228,750.      216,320.      MT  (+/- 180 meters Scaled)
 AD7874
 AD7874_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK165200(NAD 83)
 AD7874
 AD7874                          SUPERSEDED SURVEY CONTROL
 AD7874
 AD7874  NGVD 29 (09/01/92)    0.888  (m)            2.91   (f) ADJUSTED    2 1
 AD7874
 AD7874.Superseded values are not recommended for survey control.
 AD7874
 AD7874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7874.See file dsdata.pdf to determine how the superseded data were derived.
 AD7874
 AD7874_MARKER: DJ = TIDAL STATION DISK
 AD7874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7874_STAMPING: 5319 E 1984
 AD7874_MARK LOGO: NOS
 AD7874_PROJECTION: PROJECTING
 AD7874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7874+STABILITY: SURFACE MOTION
 AD7874
 AD7874  HISTORY     - Date     Condition        Report By
 AD7874  HISTORY     - 1984     MONUMENTED       FLDNR
 AD7874  HISTORY     - 19980509 GOOD             USPSQD
 AD7874  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AD7874
 AD7874                          STATION DESCRIPTION
 AD7874
 AD7874'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7874'4 MI SW FROM ESTERO.
 AD7874'BEGIN AT THE U.S. HIGHWAY 41 BRIDGE OVER THE ESTERO RIVER, GO 2.4
 AD7874'MILES SOUTH ON U.S. 41 TO THE JUNCTION OF COCONUT ROAD, GO 1.6 MILES
 AD7874'WEST ON COCONUT ROAD TO THE JUNCTION OF A DIRT ROAD NORTH AND THE
 AD7874'MARK.  THE MARK BEARS 63.8 FEET NORTH OF THE CENTERLINE OF COCONUT
 AD7874'ROAD, 19.0 FEET WEST OF THE CENTERLINE OF THE DIRT ROAD, 6.5 FEET
 AD7874'NORTHEAST OF A POWER POLE, AND 1.1 FEET EAST OF A WITNESS POST.
 AD7874'THE MARK IS 1 FT BELOW ROAD.
 AD7874
 AD7874                          STATION RECOVERY (1998)
 AD7874
 AD7874'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7874'RECOVERED IN GOOD CONDITION.
 AD7874
 AD7874                          STATION RECOVERY (2005)
 AD7874
 AD7874'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCG)
 AD7874'LOCAL RESIDENTS REPORT COCONUT ROAD WAS REBUILT AND WIDENED IN
 AD7874'1999-2000 FOR ACCESS TO THE NEW HYATT REGENCY HOTEL AND NEW
 AD7874'SUBDIVISIONS.  NEW ROAD, CURBS AND SIDEWALK ALL AT HIGHER ELEVATIONS
 AD7874'THAN ORIGINAL ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3696 ***********************************************************************
 DN3696  DESIGNATION -  872 5319 F
 DN3696  PID         -  DN3696
 DN3696  STATE/COUNTY-  FL/LEE
 DN3696  COUNTRY     -  US
 DN3696  USGS QUAD   -  ESTERO (2018)
 DN3696
 DN3696                         *CURRENT SURVEY CONTROL
 DN3696  ______________________________________________________________________
 DN3696* NAD 83(1986) POSITION- 26 23 53.0    (N) 081 50 09.2    (W)   HD_HELD2
 DN3696* NAVD 88 ORTHO HEIGHT -     1.609 (meters)        5.28  (feet) ADJUSTED
 DN3696  ______________________________________________________________________
 DN3696  GEOID HEIGHT    -        -23.983 (meters)                     GEOID18
 DN3696  DYNAMIC HEIGHT  -          1.607 (meters)        5.27  (feet) COMP
 DN3696  MODELED GRAVITY -    979,055.0   (mgal)                       NAVD 88
 DN3696
 DN3696  VERT ORDER      -  FIRST     CLASS II
 DN3696
 DN3696.The horizontal coordinates were established by autonomous hand held GPS
 DN3696.observations and have an estimated accuracy of +/- 10 meters.
 DN3696
 DN3696.The orthometric height was determined by differential leveling and
 DN3696.adjusted by the NATIONAL GEODETIC SURVEY
 DN3696.in May 2013.
 DN3696
 DN3696.No vertical observational check was made to the station.
 DN3696
 DN3696.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3696.GEOID18 height accuracy estimate available here.
 DN3696
 DN3696.Click photographs - Photos may exist for this station.
 DN3696
 DN3696.The dynamic height is computed by dividing the NAVD 88
 DN3696.geopotential number by the normal gravity value computed on the
 DN3696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3696.degrees latitude (g = 980.6199 gals.).
 DN3696
 DN3696.The modeled gravity was interpolated from observed gravity values.
 DN3696
 DN3696;                    North         East    Units  Estimated Accuracy
 DN3696;SPC FL W     -   228,724.      216,374.      MT  (+/- 10 meters HH2 GPS)
 DN3696
 DN3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1662820037(NAD 83)
 DN3696
 DN3696                          SUPERSEDED SURVEY CONTROL
 DN3696
 DN3696.No superseded survey control is available for this station.
 DN3696
 DN3696_MARKER: DD = SURVEY DISK
 DN3696_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN3696_SP_SET: CULVERT HEADWALL
 DN3696_STAMPING: 5319 F 2008
 DN3696_MARK LOGO: FLDEP
 DN3696_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3696+STABILITY: SURFACE MOTION
 DN3696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3696+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 DN3696
 DN3696  HISTORY     - Date     Condition        Report By
 DN3696  HISTORY     - 20080808 MONUMENTED       FLDEP
 DN3696  HISTORY     - 20230323 GOOD             USPSQD
 DN3696
 DN3696                          STATION DESCRIPTION
 DN3696
 DN3696'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3696'THE MARK IS ABOUT 7.9 MI (12.7 KM) EAST-SOUTHEAST OF FORT MYERS BEACH,
 DN3696'5.4 MI (8.7 KM) NORTHWEST OF BONITA SPRINGS, 3.3 MI (5.3 KM)
 DN3696'SOUTH-SOUTHWEST OF ESTERO, IN SECTION 7, TOWNSHIP 47 SOUTH, RANGE 25
 DN3696'EAST.
 DN3696'
 DN3696'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3696'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3696'NORTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 3.45 MI (5.6 KM) TO THE
 DN3696'TO THE JUNCTION OF OLD U.S. HIGHWAY 41 (COUNTY ROAD 887) ON THE RIGHT.
 DN3696'CONTINUE NORTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 1.25 MI (2.0 KM)
 DN3696'TO THE JUNCTION OF COCONUT ROAD ON THE LEFT.  TURN LEFT ON COCONUT
 DN3696'ROAD AND GO WEST FOR 1.65 MI (2.7 KM) TO THE JUNCTION OF COCONUT ROAD
 DN3696'NORTH, THE ENTRANCE TO HYATT REGENCY HOTEL (AT 5000) AND THE MARK ON
 DN3696'THE RIGHT, SET FLUSH IN THE TOP OF A CONCRETE LEVEL WITH THE GROUND
 DN3696'AND LEVEL WITH COCONUT ROAD.
 DN3696'
 DN3696'LOCATED 152.4 FT (46.5 M) EAST OF THE ENTRANCE TO HYATT REGENCY HOTEL,
 DN3696'132.0 FT (40.2 M) NORTHEAST OF UTILITY CONTROL STATION NUMBER 11811,
 DN3696'69.3 FT (21.1 M) EAST OF THE POINT WHERE THE HEADWALL TURNS NORTH,
 DN3696'32.5 FT (9.9 M) NORTH OF THE CENTERLINE OF COCONUT ROAD AND 2.6 FT
 DN3696'(0.8 M) WEST OF THE EAST END OF THE HEADWALL.
 DN3696
 DN3696                          STATION RECOVERY (2023)
 DN3696
 DN3696'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 DN3696'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3697 ***********************************************************************
 DN3697  DESIGNATION -  872 5319 G
 DN3697  PID         -  DN3697
 DN3697  STATE/COUNTY-  FL/LEE
 DN3697  COUNTRY     -  US
 DN3697  USGS QUAD   -  ESTERO (2018)
 DN3697
 DN3697                         *CURRENT SURVEY CONTROL
 DN3697  ______________________________________________________________________
 DN3697* NAD 83(1986) POSITION- 26 23 57.2    (N) 081 50 12.6    (W)   HD_HELD2
 DN3697* NAVD 88 ORTHO HEIGHT -     1.354 (meters)        4.44  (feet) ADJUSTED
 DN3697  ______________________________________________________________________
 DN3697  GEOID HEIGHT    -        -23.984 (meters)                     GEOID18
 DN3697  DYNAMIC HEIGHT  -          1.352 (meters)        4.44  (feet) COMP
 DN3697  MODELED GRAVITY -    979,055.1   (mgal)                       NAVD 88
 DN3697
 DN3697  VERT ORDER      -  FIRST     CLASS II
 DN3697
 DN3697.The horizontal coordinates were established by autonomous hand held GPS
 DN3697.observations and have an estimated accuracy of +/- 10 meters.
 DN3697
 DN3697.The orthometric height was determined by differential leveling and
 DN3697.adjusted by the NATIONAL GEODETIC SURVEY
 DN3697.in May 2013.
 DN3697
 DN3697.No vertical observational check was made to the station.
 DN3697
 DN3697.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3697.GEOID18 height accuracy estimate available here.
 DN3697
 DN3697.Click photographs - Photos may exist for this station.
 DN3697
 DN3697.The dynamic height is computed by dividing the NAVD 88
 DN3697.geopotential number by the normal gravity value computed on the
 DN3697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3697.degrees latitude (g = 980.6199 gals.).
 DN3697
 DN3697.The modeled gravity was interpolated from observed gravity values.
 DN3697
 DN3697;                    North         East    Units  Estimated Accuracy
 DN3697;SPC FL W     -   228,853.      216,279.      MT  (+/- 10 meters HH2 GPS)
 DN3697
 DN3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1653420167(NAD 83)
 DN3697
 DN3697                          SUPERSEDED SURVEY CONTROL
 DN3697
 DN3697.No superseded survey control is available for this station.
 DN3697
 DN3697_MARKER: DD = SURVEY DISK
 DN3697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3697_STAMPING: 5319 G 2008
 DN3697_MARK LOGO: FLDEP
 DN3697_PROJECTION: RECESSED 5 CENTIMETERS
 DN3697_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3697+STABILITY: SURFACE MOTION
 DN3697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3697+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 DN3697
 DN3697  HISTORY     - Date     Condition        Report By
 DN3697  HISTORY     - 20080808 MONUMENTED       FLDEP
 DN3697
 DN3697                          STATION DESCRIPTION
 DN3697
 DN3697'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3697'THE MARK IS ABOUT 7.8 MI (12.6 KM) EAST-SOUTHEAST OF FORT MYERS BEACH,
 DN3697'5.5 MI (8.8 KM) NORTHWEST OF BONITA SPRINGS, 3.2 MI (5.1 KM) SOUTHWEST
 DN3697'OF ESTERO, IN SECTION 7, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 DN3697'
 DN3697'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3697'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3697'NORTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 3.45 MI (5.6 KM) TO THE
 DN3697'TO THE INTERSECTION OF OLD U.S. HIGHWAY 41 (COUNTY ROAD 887).
 DN3697'CONTINUE NORTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 1.25 MI (2.0 KM)
 DN3697'TO THE JUNCTION OF COCONUT ROAD ON THE LEFT.  TURN LEFT ON COCONUT
 DN3697'ROAD AND GO WEST FOR 1.65 MI (2.7 KM) TO THE JUNCTION OF COCONUT ROAD
 DN3697'NORTH, THE ENTRANCE TO HYATT REGENCY HOTEL (AT 5000).  TURN RIGHT ON
 DN3697'COCONUT ROAD AND GO NORTH FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF
 DN3697'COCONUT ROAD WEST.  TURN LEFT ON COCONUT ROAD AND GO WEST FOR 0.05 MI
 DN3697'(0.1 KM) TO THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A ROUND
 DN3697'CONCRETE MONUMENT RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DN3697'AND ABOUT LEVEL WITH COCONUT ROAD.
 DN3697'
 DN3697'LOCATED 62.3 FT (19.0 M) NORTHWEST OF A FIRE HYDRANT, 47.5 FT (14.5 M)
 DN3697'SOUTH OF THE SOUTHWEST CORNER OF A BLUE HOUSE, 28.6 FT (8.7 M) EAST OF
 DN3697'THE CENTERLINE OF A DRIVEWAY, 17.4 FT (5.3 M) NORTH OF THE APPROXIMATE
 DN3697'CENTERLINE OF COCONUT ROAD AND 4.5 FT (1.4 M) SOUTH OF A CARSONITE
 DN3697'WITNESS POST.
 DN3697'
 DN3697'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DN3697'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3698 ***********************************************************************
 DN3698  DESIGNATION -  872 5319 H
 DN3698  PID         -  DN3698
 DN3698  STATE/COUNTY-  FL/LEE
 DN3698  COUNTRY     -  US
 DN3698  USGS QUAD   -  ESTERO (2018)
 DN3698
 DN3698                         *CURRENT SURVEY CONTROL
 DN3698  ______________________________________________________________________
 DN3698* NAD 83(1986) POSITION- 26 23 57.6    (N) 081 50 23.7    (W)   HD_HELD2
 DN3698* NAVD 88 ORTHO HEIGHT -     1.411 (meters)        4.63  (feet) ADJUSTED
 DN3698  ______________________________________________________________________
 DN3698  GEOID HEIGHT    -        -23.979 (meters)                     GEOID18
 DN3698  DYNAMIC HEIGHT  -          1.409 (meters)        4.62  (feet) COMP
 DN3698  MODELED GRAVITY -    979,055.2   (mgal)                       NAVD 88
 DN3698
 DN3698  VERT ORDER      -  FIRST     CLASS II
 DN3698
 DN3698.The horizontal coordinates were established by autonomous hand held GPS
 DN3698.observations and have an estimated accuracy of +/- 10 meters.
 DN3698
 DN3698.The orthometric height was determined by differential leveling and
 DN3698.adjusted by the NATIONAL GEODETIC SURVEY
 DN3698.in May 2013.
 DN3698
 DN3698.No vertical observational check was made to the station.
 DN3698
 DN3698.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3698.GEOID18 height accuracy estimate available here.
 DN3698
 DN3698.Click photographs - Photos may exist for this station.
 DN3698
 DN3698.The dynamic height is computed by dividing the NAVD 88
 DN3698.geopotential number by the normal gravity value computed on the
 DN3698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3698.degrees latitude (g = 980.6199 gals.).
 DN3698
 DN3698.The modeled gravity was interpolated from observed gravity values.
 DN3698
 DN3698;                    North         East    Units  Estimated Accuracy
 DN3698;SPC FL W     -   228,865.      215,972.      MT  (+/- 10 meters HH2 GPS)
 DN3698
 DN3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1622720181(NAD 83)
 DN3698
 DN3698                          SUPERSEDED SURVEY CONTROL
 DN3698
 DN3698.No superseded survey control is available for this station.
 DN3698
 DN3698_MARKER: F = FLANGE-ENCASED ROD
 DN3698_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN3698_STAMPING: 5319 H 2008
 DN3698_MARK LOGO: NGS
 DN3698_PROJECTION: RECESSED 5 CENTIMETERS
 DN3698_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3698_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3698+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2008
 DN3698_ROD/PIPE-DEPTH: 13.1 meters
 DN3698
 DN3698  HISTORY     - Date     Condition        Report By
 DN3698  HISTORY     - 20080808 MONUMENTED       FLDEP
 DN3698
 DN3698                          STATION DESCRIPTION
 DN3698
 DN3698'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3698'THE MARK IS ABOUT 7.6 MI (12.2 KM) EAST-SOUTHEAST OF FORT MYERS BEACH,
 DN3698'5.6 MI (9.0 KM) NORTHWEST OF BONITA SPRINGS, 3.3 MI (5.3 KM) SOUTHWEST
 DN3698'OF ESTERO, IN SECTION 7, TOWNSHIP 47 SOUTH, RANGE 25 EAST.
 DN3698'
 DN3698'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI
 DN3698'TRAIL) AND BONITA BEACH ROAD (COUNTY ROAD 865) IN BONITA SPRINGS, GO
 DN3698'NORTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 3.45 MI (5.6 KM) TO THE
 DN3698'TO THE INTERSECTION OF OLD U.S. HIGHWAY 41 (COUNTY ROAD 887).
 DN3698'CONTINUE NORTH ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 1.25 MI (2.0 KM)
 DN3698'TO THE JUNCTION OF COCONUT ROAD ON THE LEFT.  TURN LEFT ON COCONUT
 DN3698'ROAD AND GO WEST FOR 1.65 MI (2.7 KM) TO THE JUNCTION OF COCONUT ROAD
 DN3698'NORTH, THE ENTRANCE TO HYATT REGENCY HOTEL (AT 5000).  TURN RIGHT ON
 DN3698'COCONUT ROAD AND GO NORTH FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF
 DN3698'COCONUT ROAD WEST.  TURN LEFT ON COCONUT ROAD AND GO WEST FOR 0.15 MI
 DN3698'(0.2 KM) TO THE ENTRANCE ROAD ON THE RIGHT TO HICKORY BAIT AND TACKLE
 DN3698'SHOP AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO
 DN3698'REFUSAL AT A DEPTH OF 43.0 FT (13.1 M) WITH A NATIONAL GEODETIC SURVEY
 DN3698'LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND
 DN3698'ABOUT 0.5 FT (15 CM) ABOVE THE LEVEL OF COCONUT ROAD, THE DATUM POINT
 DN3698'IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC
 DN3698'SURVEY LOGO CAP.
 DN3698'
 DN3698'LOCATED 40.0 FT (12.2 M) EAST OF THE APPROXIMATE CENTERLINE OF A DRIVE
 DN3698'WAY TO HICKORY BAIT AND TACKLE SHOP, 39.0 FT (11.9 M) NORTH-NORTHWEST
 DN3698'OF A WOODEN POWER POLE, 18.0 FT (5.5 M) NORTH OF THE APPROXIMATE
 DN3698'CENTERLINE OF COCONUT ROAD, 15.7 FT (4.8 M) SOUTH-SOUTHWEST OF A
 DN3698'WOODEN POWER POLE AND 12.8 FT (3.9 M) SOUTH OF A CARSONITE WITNESS
 DN3698'POST.
 DN3698'
 DN3698'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DN3698'CAP.
 DN3698'
 DN3698'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DN3698'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1332 ***********************************************************************
 AD1332  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1332  DESIGNATION -  872 5319 TIDAL 1
 AD1332  PID         -  AD1332
 AD1332  STATE/COUNTY-  FL/LEE
 AD1332  COUNTRY     -  US
 AD1332  USGS QUAD   -  ESTERO (2018)
 AD1332
 AD1332                         *CURRENT SURVEY CONTROL
 AD1332  ______________________________________________________________________
 AD1332* NAD 83(1986) POSITION- 26 23 56.     (N) 081 50 31.     (W)   SCALED
 AD1332* NAVD 88 ORTHO HEIGHT -     0.968 (meters)        3.18  (feet) ADJUSTED
 AD1332  ______________________________________________________________________
 AD1332  GEOID HEIGHT    -        -23.975 (meters)                     GEOID18
 AD1332  DYNAMIC HEIGHT  -          0.966 (meters)        3.17  (feet) COMP
 AD1332  MODELED GRAVITY -    979,055.3   (mgal)                       NAVD 88
 AD1332
 AD1332  VERT ORDER      -  FIRST     CLASS I
 AD1332
 AD1332.The horizontal coordinates were scaled from a map and have
 AD1332.an estimated accuracy of +/- 6 seconds.
 AD1332
 AD1332.The orthometric height was determined by differential leveling and
 AD1332.adjusted by the NATIONAL GEODETIC SURVEY
 AD1332.in June 1991.
 AD1332
 AD1332.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1332.GEOID18 height accuracy estimate available here.
 AD1332
 AD1332.This Tidal Bench Mark is designated as VM 17226
 AD1332.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1332
 AD1332.Click photographs - Photos may exist for this station.
 AD1332
 AD1332.The dynamic height is computed by dividing the NAVD 88
 AD1332.geopotential number by the normal gravity value computed on the
 AD1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1332.degrees latitude (g = 980.6199 gals.).
 AD1332
 AD1332.The modeled gravity was interpolated from observed gravity values.
 AD1332
 AD1332;                    North         East    Units  Estimated Accuracy
 AD1332;SPC FL W     -   228,820.      215,770.      MT  (+/- 180 meters Scaled)
 AD1332
 AD1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK160201(NAD 83)
 AD1332
 AD1332                          SUPERSEDED SURVEY CONTROL
 AD1332
 AD1332  NGVD 29 (??/??/92)    1.335  (m)            4.38   (f) ADJ UNCH    1 1
 AD1332
 AD1332.Superseded values are not recommended for survey control.
 AD1332
 AD1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1332.See file dsdata.pdf to determine how the superseded data were derived.
 AD1332
 AD1332_MARKER: DB = BENCH MARK DISK
 AD1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1332_STAMPING: NO 1 1965
 AD1332_MARK LOGO: CGS
 AD1332_PROJECTION: PROJECTING 12 CENTIMETERS
 AD1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1332+STABILITY: SURFACE MOTION
 AD1332
 AD1332  HISTORY     - Date     Condition        Report By
 AD1332  HISTORY     - 1965     MONUMENTED       CGS
 AD1332  HISTORY     - 1974     GOOD             NGS
 AD1332  HISTORY     - 1987     POOR             USPSQD
 AD1332  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AD1332  HISTORY     - 19920406 MARK NOT FOUND   NGS
 AD1332  HISTORY     - 19980505 MARK NOT FOUND   USPSQD
 AD1332  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AD1332
 AD1332                          STATION DESCRIPTION
 AD1332
 AD1332'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1332'4.3 MI SW FROM ESTERO.
 AD1332'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE HIGHWAY
 AD1332'BRIDGE OVER ESTERO RIVER AT ESTERO, THENCE 1.9 MILES WEST
 AD1332'ALONG A BLACK TOP ROAD, AT A SMALL VILLAGE KNOWN AS COCONUT,
 AD1332'IN SECTION 7, R 25 E, T 47 S, AT THE WEST END OF THE BLACK TOP
 AD1332'ROAD, 17 FEET EAST OF THE BULKHEAD, 0.8 FOOT SOUTH OF THE
 AD1332'SOUTHEAST CORNER OF THE LOADING PLATFORM AT THE SOUTH END OF
 AD1332'THE FISH HOUSE, ABOUT LEVEL WITH THE PARKING AREA AND SET IN
 AD1332'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT.
 AD1332
 AD1332                          STATION RECOVERY (1974)
 AD1332
 AD1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1332'RECOVERED IN GOOD CONDITION.
 AD1332
 AD1332                          STATION RECOVERY (1987)
 AD1332
 AD1332'RECOVERY NOTE BY US POWER SQUADRON 1987 (DHP)
 AD1332'MARK RECOVERED IN POOR CONDITION.
 AD1332
 AD1332                          STATION RECOVERY (1991)
 AD1332
 AD1332'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEA)
 AD1332'MARK NOT FOUND.
 AD1332
 AD1332                          STATION RECOVERY (1992)
 AD1332
 AD1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1332'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD1332
 AD1332                          STATION RECOVERY (1998)
 AD1332
 AD1332'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1332'MARK NOT FOUND.
 AD1332
 AD1332                          STATION RECOVERY (2005)
 AD1332
 AD1332'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCG)
 AD1332'PER LOCAL RESIDENTS, FISH HOUSE WAS TORN DOWN IN 1999, LAND WAS
 AD1332'REGRADED AND REBUILT WITH NEW MARINA, MARINA BUILDING, AND A NEW
 AD1332'PRIVATE YACHT CLUB BUILDING, NEW ROAD, AND NEW PARKING LOT.  AREA IS
 AD1332'NOW KNOWN AS COCONUT POINT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1333 ***********************************************************************
 AD1333  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1333  DESIGNATION -  872 5319 TIDAL 2
 AD1333  PID         -  AD1333
 AD1333  STATE/COUNTY-  FL/LEE
 AD1333  COUNTRY     -  US
 AD1333  USGS QUAD   -  ESTERO (2018)
 AD1333
 AD1333                         *CURRENT SURVEY CONTROL
 AD1333  ______________________________________________________________________
 AD1333* NAD 83(1986) POSITION- 26 23 55.     (N) 081 50 31.     (W)   SCALED
 AD1333* NAVD 88 ORTHO HEIGHT -     1.061 (meters)        3.48  (feet) ADJUSTED
 AD1333  ______________________________________________________________________
 AD1333  GEOID HEIGHT    -        -23.974 (meters)                     GEOID18
 AD1333  DYNAMIC HEIGHT  -          1.060 (meters)        3.48  (feet) COMP
 AD1333  MODELED GRAVITY -    979,055.3   (mgal)                       NAVD 88
 AD1333
 AD1333  VERT ORDER      -  FIRST     CLASS I
 AD1333
 AD1333.The horizontal coordinates were scaled from a map and have
 AD1333.an estimated accuracy of +/- 6 seconds.
 AD1333
 AD1333.The orthometric height was determined by differential leveling and
 AD1333.adjusted by the NATIONAL GEODETIC SURVEY
 AD1333.in June 1991.
 AD1333
 AD1333.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1333.GEOID18 height accuracy estimate available here.
 AD1333
 AD1333.This Tidal Bench Mark is designated as VM 17144
 AD1333.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1333
 AD1333.Click photographs - Photos may exist for this station.
 AD1333
 AD1333.The dynamic height is computed by dividing the NAVD 88
 AD1333.geopotential number by the normal gravity value computed on the
 AD1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1333.degrees latitude (g = 980.6199 gals.).
 AD1333
 AD1333.The modeled gravity was interpolated from observed gravity values.
 AD1333
 AD1333;                    North         East    Units  Estimated Accuracy
 AD1333;SPC FL W     -   228,780.      215,770.      MT  (+/- 180 meters Scaled)
 AD1333
 AD1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK160201(NAD 83)
 AD1333
 AD1333                          SUPERSEDED SURVEY CONTROL
 AD1333
 AD1333  NGVD 29 (??/??/92)    1.429  (m)            4.69   (f) SUPERSEDED  1 1
 AD1333  NGVD 29 (09/01/92)    1.405  (m)            4.61   (f) ADJUSTED    1 1
 AD1333
 AD1333.Superseded values are not recommended for survey control.
 AD1333
 AD1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1333.See file dsdata.pdf to determine how the superseded data were derived.
 AD1333
 AD1333_MARKER: DB = BENCH MARK DISK
 AD1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1333_STAMPING: NO 2 1965
 AD1333_MARK LOGO: CGS
 AD1333_PROJECTION: PROJECTING 3 CENTIMETERS
 AD1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1333+STABILITY: SURFACE MOTION
 AD1333
 AD1333  HISTORY     - Date     Condition        Report By
 AD1333  HISTORY     - 1965     MONUMENTED       CGS
 AD1333  HISTORY     - 1974     GOOD             NGS
 AD1333  HISTORY     - 1984     GOOD             FLDNR
 AD1333  HISTORY     - 19920406 MARK NOT FOUND   NGS
 AD1333  HISTORY     - 19980509 MARK NOT FOUND   USPSQD
 AD1333  HISTORY     - 20050318 MARK NOT FOUND   USPSQD
 AD1333
 AD1333                          STATION DESCRIPTION
 AD1333
 AD1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1333'4.3 MI SW FROM ESTERO.
 AD1333'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE HIGHWAY
 AD1333'BRIDGE OVER ESTERO RIVER AT ESTERO, THENCE ABOUT 1.9 MILES WEST
 AD1333'ALONG A BLACK TOP ROAD, AT A SMALL VILLAGE KNOWN AS COCONUT,
 AD1333'IN SECTION 7, R 25 E, T 47 S, AT THE WEST END OF THE BLACK TOP
 AD1333'ROAD, 31 1/2 FEET EAST OF THE BULKHEAD, 14.0 FEET SOUTH OF THE
 AD1333'SOUTH CORNER OF A GREEN FRAME HOUSE, 11.5 FEET NORTHEAST OF THE
 AD1333'NORTHEAST CORNER OF A FISH HOUSE, 1 1/2 FEET EAST OF A POWER
 AD1333'POLE, ABOUT 1 FOOT ABOVE THE LEVEL OF THE PARKING AREA AND IS
 AD1333'A DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.1 FOOT.
 AD1333
 AD1333                          STATION RECOVERY (1974)
 AD1333
 AD1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1333'RECOVERED IN GOOD CONDITION.
 AD1333
 AD1333                          STATION RECOVERY (1984)
 AD1333
 AD1333'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1333'RECOVERED IN GOOD CONDITION.
 AD1333
 AD1333                          STATION RECOVERY (1992)
 AD1333
 AD1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1333'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD1333
 AD1333                          STATION RECOVERY (1998)
 AD1333
 AD1333'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1333'MARK NOT FOUND.
 AD1333
 AD1333                          STATION RECOVERY (2005)
 AD1333
 AD1333'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCG)
 AD1333'PER LOCAL RESIDENTS, FISH HOUSE WAS TORN DOWN IN 1999, LAND WAS
 AD1333'REGRADED AND REBUILT WITH NEW MARINA, MARINA BUILDING, AND A NEW
 AD1333'PRIVATE YACHT CLUB BUILDING, NEW ROAD, AND NEW PARKING LOT.  AREA IS
 AD1333'NOW KNOWN AS COCONUT POINT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1330 ***********************************************************************
 AD1330  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1330  DESIGNATION -  872 5319 TIDAL 3
 AD1330  PID         -  AD1330
 AD1330  STATE/COUNTY-  FL/LEE
 AD1330  COUNTRY     -  US
 AD1330  USGS QUAD   -  ESTERO (2018)
 AD1330
 AD1330                         *CURRENT SURVEY CONTROL
 AD1330  ______________________________________________________________________
 AD1330* NAD 83(1986) POSITION- 26 23 56.     (N) 081 50 22.     (W)   SCALED
 AD1330* NAVD 88 ORTHO HEIGHT -     0.601 (meters)        1.97  (feet) ADJUSTED
 AD1330  ______________________________________________________________________
 AD1330  GEOID HEIGHT    -        -23.979 (meters)                     GEOID18
 AD1330  DYNAMIC HEIGHT  -          0.600 (meters)        1.97  (feet) COMP
 AD1330  MODELED GRAVITY -    979,055.2   (mgal)                       NAVD 88
 AD1330
 AD1330  VERT ORDER      -  FIRST     CLASS I
 AD1330
 AD1330.The horizontal coordinates were scaled from a map and have
 AD1330.an estimated accuracy of +/- 6 seconds.
 AD1330
 AD1330.The orthometric height was determined by differential leveling and
 AD1330.adjusted by the NATIONAL GEODETIC SURVEY
 AD1330.in June 1991.
 AD1330
 AD1330.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1330.GEOID18 height accuracy estimate available here.
 AD1330
 AD1330.This Tidal Bench Mark is designated as VM 7882
 AD1330.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1330
 AD1330.Click photographs - Photos may exist for this station.
 AD1330
 AD1330.The dynamic height is computed by dividing the NAVD 88
 AD1330.geopotential number by the normal gravity value computed on the
 AD1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1330.degrees latitude (g = 980.6199 gals.).
 AD1330
 AD1330.The modeled gravity was interpolated from observed gravity values.
 AD1330
 AD1330;                    North         East    Units  Estimated Accuracy
 AD1330;SPC FL W     -   228,820.      216,020.      MT  (+/- 180 meters Scaled)
 AD1330
 AD1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK162201(NAD 83)
 AD1330
 AD1330                          SUPERSEDED SURVEY CONTROL
 AD1330
 AD1330  NGVD 29 (??/??/92)    0.967  (m)            3.17   (f) SUPERSEDED  1 1
 AD1330  NGVD 29 (09/01/92)    0.967  (m)            3.17   (f) ADJUSTED    1 1
 AD1330
 AD1330.Superseded values are not recommended for survey control.
 AD1330
 AD1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1330.See file dsdata.pdf to determine how the superseded data were derived.
 AD1330
 AD1330_MARKER: DB = BENCH MARK DISK
 AD1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD1330_STAMPING: NO 3 1965
 AD1330_MARK LOGO: CGS
 AD1330_PROJECTION: PROJECTING 12 CENTIMETERS
 AD1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1330+STABILITY: SURFACE MOTION
 AD1330
 AD1330  HISTORY     - Date     Condition        Report By
 AD1330  HISTORY     - 1965     MONUMENTED       CGS
 AD1330  HISTORY     - 1974     GOOD             NGS
 AD1330  HISTORY     - 1984     GOOD             FLDNR
 AD1330  HISTORY     - 1991     MARK NOT FOUND   USPSQD
 AD1330  HISTORY     - 19920406 MARK NOT FOUND   NGS
 AD1330  HISTORY     - 19980509 MARK NOT FOUND   USPSQD
 AD1330
 AD1330                          STATION DESCRIPTION
 AD1330
 AD1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1330'4.2 MI SW FROM ESTERO.
 AD1330'ABOUT 2.4 MILES SOUTH ALONG U.S. HIGHWAY 41 FROM THE HIGHWAY
 AD1330'BRIDGE OVER ESTERO RIVER AT ESTERO, THENCE ABOUT 1.8 MILES
 AD1330'WEST ALONG BLACK TOP ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 AD1330'EXTENDING WEST AND SOUTH, AT THE SOUTHWEST CORNER OF THE LAWN
 AD1330'OF THE COCONUT INDEPENDENT BAPTIST CHURCH, 63 FEET NORTHEAST
 AD1330'OF THE CENTER LINE OF THE ROAD, 40 1/2 FEET EAST OF THE CENTER
 AD1330'LINE OF THE GRAVELED ROAD LEADING NORTH, 39 FEET SOUTHWEST OF
 AD1330'THE SOUTHWEST CORNER OF THE CHURCH, 2 1/2 FEET WEST OF A TELEPHONE
 AD1330'POLE, 1.1 FOOT NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 AD1330'THE ROAD AND IS A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 AD1330'0.4 FOOT.  IN SECTION 7, R 25 E, T 47 S.
 AD1330
 AD1330                          STATION RECOVERY (1974)
 AD1330
 AD1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1330'RECOVERED IN GOOD CONDITION.
 AD1330
 AD1330                          STATION RECOVERY (1984)
 AD1330
 AD1330'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1330'RECOVERED IN GOOD CONDITION EXCEPT THE CHURCH IS ABANDONED AND IN
 AD1330'DISREPAIR.
 AD1330
 AD1330                          STATION RECOVERY (1991)
 AD1330
 AD1330'RECOVERY NOTE BY US POWER SQUADRON 1991 (HEA)
 AD1330'MARK NOT FOUND.
 AD1330
 AD1330                          STATION RECOVERY (1992)
 AD1330
 AD1330'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1330'THE DESCRIBED CHURCH HAS BEEN DEMOLISHED.  ASSUMED DESTROYED.
 AD1330
 AD1330                          STATION RECOVERY (1998)
 AD1330
 AD1330'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1330'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3733 ***********************************************************************
 DM3733  DESIGNATION -  872 5325 A
 DM3733  PID         -  DM3733
 DM3733  STATE/COUNTY-  FL/LEE
 DM3733  COUNTRY     -  US
 DM3733  USGS QUAD   -  FORT MYERS BEACH (2018)
 DM3733
 DM3733                         *CURRENT SURVEY CONTROL
 DM3733  ______________________________________________________________________
 DM3733* NAD 83(1986) POSITION- 26 24 16.24   (N) 081 52 54.88   (W)   HD_HELD1
 DM3733* NAVD 88 ORTHO HEIGHT -     1.465 (meters)        4.81  (feet) ADJUSTED
 DM3733  ______________________________________________________________________
 DM3733  GEOID HEIGHT    -        -23.910 (meters)                     GEOID18
 DM3733  DYNAMIC HEIGHT  -          1.462 (meters)        4.80  (feet) COMP
 DM3733  MODELED GRAVITY -    979,057.3   (mgal)                       NAVD 88
 DM3733
 DM3733  VERT ORDER      -  FIRST     CLASS II
 DM3733
 DM3733.The horizontal coordinates were determined by differentially corrected
 DM3733.hand held GPS observations or other comparable positioning techniques
 DM3733.and have an estimated accuracy of +/- 3 meters.
 DM3733
 DM3733.The orthometric height was determined by differential leveling and
 DM3733.adjusted by the NATIONAL GEODETIC SURVEY
 DM3733.in May 2013.
 DM3733
 DM3733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3733.GEOID18 height accuracy estimate available here.
 DM3733
 DM3733.Click photographs - Photos may exist for this station.
 DM3733
 DM3733.The dynamic height is computed by dividing the NAVD 88
 DM3733.geopotential number by the normal gravity value computed on the
 DM3733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3733.degrees latitude (g = 980.6199 gals.).
 DM3733
 DM3733.The modeled gravity was interpolated from observed gravity values.
 DM3733
 DM3733;                    North         East    Units  Estimated Accuracy
 DM3733;SPC FL W     -   229,433.8     211,781.3     MT  (+/- 3 meters HH1 GPS) 
 DM3733
 DM3733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1204220783(NAD 83)
 DM3733
 DM3733                          SUPERSEDED SURVEY CONTROL
 DM3733
 DM3733.No superseded survey control is available for this station.
 DM3733
 DM3733_MARKER: DB = BENCH MARK DISK
 DM3733_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM3733_SP_SET: PILE CAP
 DM3733_STAMPING: 5325 A 1996
 DM3733_MARK LOGO: NOS
 DM3733_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3733+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM3733
 DM3733  HISTORY     - Date     Condition        Report By
 DM3733  HISTORY     - 1996     MONUMENTED       NOS
 DM3733  HISTORY     - 20041005 GOOD             FLDEP
 DM3733  HISTORY     - 2008     GOOD             FLDEP
 DM3733  HISTORY     - 2008     GOOD             FLDEP
 DM3733
 DM3733                          STATION DESCRIPTION
 DM3733
 DM3733'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DM3733'THE MARK IS AT ESTREO ISLAND, ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF FORT
 DM3733'MYERS BEACH, IN SECTION 2, TOWNSHIP 47 SOUTH, RANGE 24 EAST.
 DM3733'
 DM3733'TO REACH THE MARK FROM THE POST OFFICE ON CAROLINA AVENUE IN FORT
 DM3733'MYERS BEACH, GO SOUTH ON CAROLINA AVENUE FOR 0.05 MI (0.1 KM) TO THE
 DM3733'JUNCTION OF HIGHWAY 865 SOUTH (ESTERO BOULEVARD) ON THE LEFT.  TURN
 DM3733'LEFT ON HIGHWAY 865 (ESTERO BOULEVARD) AND GO SOUTHEAST FOR 5.55 MI
 DM3733'(8.9 KM) TO THE WEST END OF THE BRIDGE OVER BIG CARLOS PASS AND THE
 DM3733'MARK ON THE RIGHT, SET IN THE TOP OF THE NORTHWEST CORNER OF A
 DM3733'CONCRETE PILE CAP UNDER STATE HIGHWAY 865 SOUTH (UNDER BIG CARLOS PASS
 DM3733'BRIDGE).
 DM3733'
 DM3733'LOCATED ABOUT 310.0 FT (94.5 M) EAST OF THE WEST BANK OF BIG CARLOS
 DM3733'PASS, 295.0 FT (89.9 M) SOUTHWEST OF THE AQUATRAK AND 131.0 FT (39.9
 DM3733'M) EAST OF TIDAL BENCH MARK 5325 B 1996.
 DM3733
 DM3733                          STATION RECOVERY (2008)
 DM3733
 DM3733'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 DM3733'RECOVERED AS DESCRIBED.
 DM3733
 DM3733                          STATION RECOVERY (2008)
 DM3733
 DM3733'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 DM3733'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3732 ***********************************************************************
 DM3732  DESIGNATION -  872 5325 B
 DM3732  PID         -  DM3732
 DM3732  STATE/COUNTY-  FL/LEE
 DM3732  COUNTRY     -  US
 DM3732  USGS QUAD   -  FORT MYERS BEACH (2018)
 DM3732
 DM3732                         *CURRENT SURVEY CONTROL
 DM3732  ______________________________________________________________________
 DM3732* NAD 83(1986) POSITION- 26 24 16.43   (N) 081 52 56.31   (W)   HD_HELD1
 DM3732* NAVD 88 ORTHO HEIGHT -     1.465 (meters)        4.81  (feet) ADJUSTED
 DM3732  ______________________________________________________________________
 DM3732  GEOID HEIGHT    -        -23.909 (meters)                     GEOID18
 DM3732  DYNAMIC HEIGHT  -          1.463 (meters)        4.80  (feet) COMP
 DM3732  MODELED GRAVITY -    979,057.3   (mgal)                       NAVD 88
 DM3732
 DM3732  VERT ORDER      -  FIRST     CLASS II
 DM3732
 DM3732.The horizontal coordinates were determined by differentially corrected
 DM3732.hand held GPS observations or other comparable positioning techniques
 DM3732.and have an estimated accuracy of +/- 3 meters.
 DM3732
 DM3732.The orthometric height was determined by differential leveling and
 DM3732.adjusted by the NATIONAL GEODETIC SURVEY
 DM3732.in May 2013.
 DM3732
 DM3732.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3732.GEOID18 height accuracy estimate available here.
 DM3732
 DM3732.Click photographs - Photos may exist for this station.
 DM3732
 DM3732.The dynamic height is computed by dividing the NAVD 88
 DM3732.geopotential number by the normal gravity value computed on the
 DM3732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3732.degrees latitude (g = 980.6199 gals.).
 DM3732
 DM3732.The modeled gravity was interpolated from observed gravity values.
 DM3732
 DM3732;                    North         East    Units  Estimated Accuracy
 DM3732;SPC FL W     -   229,439.7     211,741.7     MT  (+/- 3 meters HH1 GPS) 
 DM3732
 DM3732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1200320789(NAD 83)
 DM3732
 DM3732                          SUPERSEDED SURVEY CONTROL
 DM3732
 DM3732.No superseded survey control is available for this station.
 DM3732
 DM3732_MARKER: DB = BENCH MARK DISK
 DM3732_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DM3732_SP_SET: PILE CAP
 DM3732_STAMPING: 5325 B 1996
 DM3732_MARK LOGO: NOS
 DM3732_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3732_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3732_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3732+SATELLITE: SATELLITE OBSERVATIONS - 2008
 DM3732
 DM3732  HISTORY     - Date     Condition        Report By
 DM3732  HISTORY     - 1996     MONUMENTED       FLDEP
 DM3732  HISTORY     - 20041005 GOOD             FLDEP
 DM3732  HISTORY     - 2008     GOOD             FLDEP
 DM3732  HISTORY     - 2008     GOOD             FLDEP
 DM3732
 DM3732                          STATION DESCRIPTION
 DM3732
 DM3732'DESCRIBED BY FL DEPT OF ENV PRO 2004 (JLM)
 DM3732'THE MARK IS AT ESTREO ISLAND, ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF FORT
 DM3732'MYERS BEACH, IN SECTION 2, TOWNSHIP 47 SOUTH, RANGE 24 EAST.
 DM3732'
 DM3732'TO REACH THE MARK FROM THE POST OFFICE ON CAROLINA AVENUE IN FORT
 DM3732'MYERS BEACH, GO SOUTH ON CAROLINA AVENUE FOR 0.05 MI (0.1 KM) TO THE
 DM3732'JUNCTION OF HIGHWAY 865 SOUTH (ESTERO BOULEVARD) ON THE LEFT.  TURN
 DM3732'LEFT ON HIGHWAY 865 (ESTERO BOULEVARD) AND GO SOUTHEAST FOR 5.55 MI
 DM3732'(8.9 KM) TO THE WEST END OF THE BRIDGE OVER BIG CARLOS PASS AND THE
 DM3732'MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE NORTHWEST CORNER OF A
 DM3732'CONCRETE PILE CAP UNDER STATE HIGHWAY 865 SOUTH (UNDER BIG CARLOS PASS
 DM3732'BRIDGE).
 DM3732'
 DM3732'LOCATED ABOUT 394.0 FT (120.1 M) SOUTHWEST OF THE AQUATRAK, 170.0 FT
 DM3732'(51.8 M) EAST OF THE WEST BANK OF BIG CARLOS PASS AND 131.0 FT (39.9
 DM3732'M) WEST OF TIDAL BENCH MARK 5325 A 1996.
 DM3732
 DM3732                          STATION RECOVERY (2008)
 DM3732
 DM3732'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 DM3732'RECOVERED AS DESCRIBED.
 DM3732
 DM3732                          STATION RECOVERY (2008)
 DM3732
 DM3732'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 DM3732'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7856 ***********************************************************************
 AD7856  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7856  DESIGNATION -  872 5325 D
 AD7856  PID         -  AD7856
 AD7856  STATE/COUNTY-  FL/LEE
 AD7856  COUNTRY     -  US
 AD7856  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7856
 AD7856                         *CURRENT SURVEY CONTROL
 AD7856  ______________________________________________________________________
 AD7856* NAD 83(1986) POSITION- 26 24 16.58   (N) 081 52 59.44   (W)   HD_HELD1
 AD7856* NAVD 88 ORTHO HEIGHT -     2.957 (meters)        9.70  (feet) ADJUSTED
 AD7856  ______________________________________________________________________
 AD7856  GEOID HEIGHT    -        -23.908 (meters)                     GEOID18
 AD7856  DYNAMIC HEIGHT  -          2.952 (meters)        9.69  (feet) COMP
 AD7856  MODELED GRAVITY -    979,057.4   (mgal)                       NAVD 88
 AD7856
 AD7856  VERT ORDER      -  FIRST     CLASS II
 AD7856
 AD7856.The horizontal coordinates were determined by differentially corrected
 AD7856.hand held GPS observations or other comparable positioning techniques
 AD7856.and have an estimated accuracy of +/- 3 meters.
 AD7856
 AD7856.The orthometric height was determined by differential leveling and
 AD7856.adjusted by the NATIONAL GEODETIC SURVEY
 AD7856.in May 2013.
 AD7856
 AD7856.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7856.GEOID18 height accuracy estimate available here.
 AD7856
 AD7856.This Tidal Bench Mark is designated as VM 7890
 AD7856.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7856
 AD7856.Click photographs - Photos may exist for this station.
 AD7856
 AD7856.The dynamic height is computed by dividing the NAVD 88
 AD7856.geopotential number by the normal gravity value computed on the
 AD7856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7856.degrees latitude (g = 980.6199 gals.).
 AD7856
 AD7856.The modeled gravity was interpolated from observed gravity values.
 AD7856
 AD7856;                    North         East    Units  Estimated Accuracy
 AD7856;SPC FL W     -   229,444.2     211,654.9     MT  (+/- 3 meters HH1 GPS) 
 AD7856
 AD7856_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1191620794(NAD 83)
 AD7856
 AD7856                          SUPERSEDED SURVEY CONTROL
 AD7856
 AD7856  NAVD 88 (??/??/92)    2.953  (m)            9.69   (f) SUPERSEDED  3 0
 AD7856  NGVD 29 (09/01/92)    3.317  (m)           10.88   (f) ADJUSTED    2 1
 AD7856
 AD7856.Superseded values are not recommended for survey control.
 AD7856
 AD7856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7856.See file dsdata.pdf to determine how the superseded data were derived.
 AD7856
 AD7856_MARKER: DB = BENCH MARK DISK
 AD7856_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD7856_SP_SET: BRIDGE CURB
 AD7856_STAMPING: 5325 D
 AD7856_MARK LOGO: FLSRD
 AD7856_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7856_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7856+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2016
 AD7856
 AD7856  HISTORY     - Date     Condition        Report By
 AD7856  HISTORY     - UNK      MONUMENTED       FLDT
 AD7856  HISTORY     - 1984     GOOD             FLDNR
 AD7856  HISTORY     - 19961203 GOOD             USPSQD
 AD7856  HISTORY     - 19980216 GOOD             USPSQD
 AD7856  HISTORY     - 20040326 GOOD             USPSQD
 AD7856  HISTORY     - 20041005 GOOD             FLDEP
 AD7856  HISTORY     - 20060228 GOOD             USPSQD
 AD7856  HISTORY     - 2008     GOOD             FLDEP
 AD7856  HISTORY     - 2008     GOOD             FLDEP
 AD7856  HISTORY     - 20160107 GOOD             GEOCAC
 AD7856
 AD7856                          STATION DESCRIPTION
 AD7856
 AD7856'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7856'5.85 MI SE FROM FORT MYERS BEACH.
 AD7856'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7856'MYERS BEACH, GO 5.85 MILES SOUTHEAST ON STATE ROAD 865 TO THE BRIDGE
 AD7856'OVER BIG CARLOS PASS AND THE MARK.  THE MARK IS SET IN THE BRIDGE
 AD7856'CURBING AT THE WEST END OF THE BRIDGE, 14 FEET SOUTH OF THE
 AD7856'CENTERLINE OF THE ROAD, AND 4 FEET NORTH OF THE BRIDGE BANNISTER.
 AD7856'THE MARK IS 1 FT ABOVE ROAD.
 AD7856
 AD7856                          STATION RECOVERY (1996)
 AD7856
 AD7856'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7856'RECOVERED IN GOOD CONDITION.
 AD7856
 AD7856                          STATION RECOVERY (1998)
 AD7856
 AD7856'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7856'RECOVERED IN GOOD CONDITION.
 AD7856
 AD7856                          STATION RECOVERY (2004)
 AD7856
 AD7856'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7856'RECOVERED IN GOOD CONDITION.
 AD7856
 AD7856                          STATION RECOVERY (2004)
 AD7856
 AD7856'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 AD7856'THE MARK IS AT ESTREO ISLAND, ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF FORT
 AD7856'MYERS BEACH, IN SECTION 2, TOWNSHIP 47 SOUTH, RANGE 24 EAST.
 AD7856'
 AD7856'TO REACH THE MARK FROM THE POST OFFICE ON CAROLINA AVENUE IN FORT
 AD7856'MYERS BEACH, GO SOUTH ON CAROLINA AVENUE FOR 0.05 MI (0.1 KM) TO THE
 AD7856'JUNCTION OF HIGHWAY 865 SOUTH (ESTERO BOULEVARD) ON THE LEFT.  TURN
 AD7856'LEFT ON HIGHWAY 865 (ESTERO BOULEVARD) AND GO SOUTHEAST FOR 5.55 MI
 AD7856'(8.9 KM) TO THE WEST END OF THE BRIDGE OVER BIG CARLOS PASS AND THE
 AD7856'MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE WEST END OF THE SOUTH
 AD7856'CONCRETE CURB OF THE BRIDGE AND 1.0 FT (0.3 M) ABOVE LEVEL OF THE
 AD7856'BRIDGE FLOOR.
 AD7856'
 AD7856'LOCATED 14.0 FT (4.3 M) SOUTH OF THE CENTERLINE OF STATE HIGHWAY 865,
 AD7856'4.0 FT (1.2 M) NORTH OF THE BRIDGE BANNISTER AND 0.6 FT (18 CM) NORTH
 AD7856'OF A METAL GUARD RAIL.
 AD7856
 AD7856                          STATION RECOVERY (2006)
 AD7856
 AD7856'RECOVERY NOTE BY US POWER SQUADRON 2006
 AD7856'RECOVERED IN GOOD CONDITION.
 AD7856
 AD7856                          STATION RECOVERY (2008)
 AD7856
 AD7856'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7856'RECOVERED AS DESCRIBED.
 AD7856
 AD7856                          STATION RECOVERY (2008)
 AD7856
 AD7856'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7856'RECOVERED AS DESCRIBED.
 AD7856
 AD7856                          STATION RECOVERY (2016)
 AD7856
 AD7856'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD7856'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1360 ***********************************************************************
 AD1360  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1360  DESIGNATION -  872 5325 TIDAL 3
 AD1360  PID         -  AD1360
 AD1360  STATE/COUNTY-  FL/LEE
 AD1360  COUNTRY     -  US
 AD1360  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD1360
 AD1360                         *CURRENT SURVEY CONTROL
 AD1360  ______________________________________________________________________
 AD1360* NAD 83(1986) POSITION- 26 24 16.86   (N) 081 52 59.41   (W)   HD_HELD1
 AD1360* NAVD 88 ORTHO HEIGHT -     2.993 (meters)        9.82  (feet) ADJUSTED
 AD1360  ______________________________________________________________________
 AD1360  GEOID HEIGHT    -        -23.908 (meters)                     GEOID18
 AD1360  DYNAMIC HEIGHT  -          2.988 (meters)        9.80  (feet) COMP
 AD1360  MODELED GRAVITY -    979,057.4   (mgal)                       NAVD 88
 AD1360
 AD1360  VERT ORDER      -  FIRST     CLASS II
 AD1360
 AD1360.The horizontal coordinates were determined by differentially corrected
 AD1360.hand held GPS observations or other comparable positioning techniques
 AD1360.and have an estimated accuracy of +/- 3 meters.
 AD1360
 AD1360.The orthometric height was determined by differential leveling and
 AD1360.adjusted by the NATIONAL GEODETIC SURVEY
 AD1360.in May 2013.
 AD1360
 AD1360.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1360.GEOID18 height accuracy estimate available here.
 AD1360
 AD1360.This Tidal Bench Mark is designated as VM 7886
 AD1360.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1360
 AD1360.Click photographs - Photos may exist for this station.
 AD1360
 AD1360.The dynamic height is computed by dividing the NAVD 88
 AD1360.geopotential number by the normal gravity value computed on the
 AD1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1360.degrees latitude (g = 980.6199 gals.).
 AD1360
 AD1360.The modeled gravity was interpolated from observed gravity values.
 AD1360
 AD1360;                    North         East    Units  Estimated Accuracy
 AD1360;SPC FL W     -   229,452.8     211,655.8     MT  (+/- 3 meters HH1 GPS) 
 AD1360
 AD1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1191720803(NAD 83)
 AD1360
 AD1360                          SUPERSEDED SURVEY CONTROL
 AD1360
 AD1360  NAVD 88 (06/15/91)    2.988  (m)            9.80   (f) SUPERSEDED  1 1
 AD1360  NGVD 29 (??/??/92)    3.352  (m)           11.00   (f) SUPERSEDED  1 1
 AD1360  NGVD 29 (09/01/92)    3.352  (m)           11.00   (f) ADJUSTED    1 1
 AD1360
 AD1360.Superseded values are not recommended for survey control.
 AD1360
 AD1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1360.See file dsdata.pdf to determine how the superseded data were derived.
 AD1360
 AD1360_MARKER: DB = BENCH MARK DISK
 AD1360_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD1360_SP_SET: BRIDGE CURB
 AD1360_STAMPING: NO 3 1965
 AD1360_MARK LOGO: CGS
 AD1360_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1360_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD1360+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2016
 AD1360
 AD1360  HISTORY     - Date     Condition        Report By
 AD1360  HISTORY     - 1965     MONUMENTED       CGS
 AD1360  HISTORY     - 1974     GOOD             NGS
 AD1360  HISTORY     - 1984     GOOD             FLDNR
 AD1360  HISTORY     - 19910430 GOOD             USPSQD
 AD1360  HISTORY     - 19961203 GOOD             USPSQD
 AD1360  HISTORY     - 19980214 GOOD             USPSQD
 AD1360  HISTORY     - 20040326 GOOD             USPSQD
 AD1360  HISTORY     - 20041005 GOOD             FLDEP
 AD1360  HISTORY     - 2008     GOOD             FLDEP
 AD1360  HISTORY     - 2008     GOOD             FLDEP
 AD1360  HISTORY     - 20160107 GOOD             GEOCAC
 AD1360
 AD1360                          STATION DESCRIPTION
 AD1360
 AD1360'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1360'5.9 MI SE FROM FORT MYERS BEACH.
 AD1360'ABOUT 0.05 MILE SOUTH ALONG FIRST STREET FROM THE POST OFFICE
 AD1360'AT FORT MYERS BEACH, THENCE ABOUT 5.85 MILES SOUTHEAST ALONG
 AD1360'STATE HIGHWAY S 865, IN SECTION 2, R 24 E, T 47 S, ALONG ESTERO
 AD1360'ISLAND, SET IN THE TOP OF AND AT THE WEST END OF THE NORTH
 AD1360'CONCRETE BASE FOR THE INSIDE GUARD RAIL OF CONCRETE HIGHWAY
 AD1360'BRIDGE OVER BIG CARLOS PASS, 14 FEET NORTH OF THE CENTER LINE
 AD1360'OF THE HIGHWAY, 4 FEET SOUTH OF THE NORTHERN MOST BANISTER
 AD1360'OF THE BRIDGE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE BRIDGE
 AD1360'FLOOR.
 AD1360
 AD1360                          STATION RECOVERY (1974)
 AD1360
 AD1360'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1360'RECOVERED IN GOOD CONDITION.
 AD1360
 AD1360                          STATION RECOVERY (1984)
 AD1360
 AD1360'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1360'RECOVERED IN GOOD CONDITION.
 AD1360
 AD1360                          STATION RECOVERY (1991)
 AD1360
 AD1360'RECOVERY NOTE BY US POWER SQUADRON 1991 (VSR)
 AD1360'RECOVERED IN GOOD CONDITION.
 AD1360
 AD1360                          STATION RECOVERY (1996)
 AD1360
 AD1360'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD1360'RECOVERED IN GOOD CONDITION.
 AD1360
 AD1360                          STATION RECOVERY (1998)
 AD1360
 AD1360'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1360'RECOVERED IN GOOD CONDITION.
 AD1360
 AD1360                          STATION RECOVERY (2004)
 AD1360
 AD1360'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD1360'RECOVERED IN GOOD CONDITION.
 AD1360
 AD1360                          STATION RECOVERY (2004)
 AD1360
 AD1360'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (JLM)
 AD1360'THE MARK IS AT ESTREO ISLAND, ABOUT 5.6 MI (9.0 KM) SOUTHEAST OF FORT
 AD1360'MYERS BEACH, IN SECTION 2, TOWNSHIP 47 SOUTH, RANGE 24 EAST.
 AD1360'
 AD1360'TO REACH THE MARK FROM THE POST OFFICE ON CAROLINA AVENUE IN FORT
 AD1360'MYERS BEACH, GO SOUTH ON CAROLINA AVENUE FOR 0.05 MI (0.1 KM) TO THE
 AD1360'JUNCTION OF HIGHWAY 865 SOUTH (ESTERO BOULEVARD) ON THE LEFT.  TURN
 AD1360'LEFT ON HIGHWAY 865 (ESTERO BOULEVARD) AND GO SOUTHEAST FOR 5.55 MI
 AD1360'(8.9 KM) TO THE WEST END OF THE BRIDGE OVER BIG CARLOS PASS AND THE
 AD1360'MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE WEST END OF THE NORTH
 AD1360'CONCRETE BASE OF THE GUARDRAIL OF THE BRIDGE AND 1.0 FT (0.3 M) ABOVE
 AD1360'THE LEVEL OF THE BRIDGE FLOOR.
 AD1360'
 AD1360'LOCATED 14.2 FT (4.3 M) NORTH OF THE CENTERLINE OF THE BRIDGE, 4.0 FT
 AD1360'(1.2 M) SOUTH OF THE MOST NORTHERN BANNISTER AND 0.6 FT (18 CM) SOUTH
 AD1360'OF A METAL GUARD RAIL.
 AD1360
 AD1360                          STATION RECOVERY (2008)
 AD1360
 AD1360'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD1360'RECOVERED AS DESCRIBED.
 AD1360
 AD1360                          STATION RECOVERY (2008)
 AD1360
 AD1360'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD1360'RECOVERED AS DESCRIBED.
 AD1360
 AD1360                          STATION RECOVERY (2016)
 AD1360
 AD1360'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD1360'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7858 ***********************************************************************
 AD7858  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7858  DESIGNATION -  872 5331 1 TIDAL
 AD7858  PID         -  AD7858
 AD7858  STATE/COUNTY-  FL/LEE
 AD7858  COUNTRY     -  US
 AD7858  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7858
 AD7858                         *CURRENT SURVEY CONTROL
 AD7858  ______________________________________________________________________
 AD7858* NAD 83(1986) POSITION- 26 24 51.3    (N) 081 53 55.1    (W)   HD_HELD2
 AD7858* NAVD 88 ORTHO HEIGHT -     0.783 (meters)        2.57  (feet) ADJUSTED
 AD7858  ______________________________________________________________________
 AD7858  GEOID HEIGHT    -        -23.890 (meters)                     GEOID18
 AD7858  DYNAMIC HEIGHT  -          0.782 (meters)        2.57  (feet) COMP
 AD7858  MODELED GRAVITY -    979,059.1   (mgal)                       NAVD 88
 AD7858
 AD7858  VERT ORDER      -  FIRST     CLASS II
 AD7858
 AD7858.The horizontal coordinates were established by autonomous hand held GPS
 AD7858.observations and have an estimated accuracy of +/- 10 meters.
 AD7858
 AD7858.The orthometric height was determined by differential leveling and
 AD7858.adjusted by the NATIONAL GEODETIC SURVEY
 AD7858.in May 2013.
 AD7858
 AD7858.No vertical observational check was made to the station.
 AD7858
 AD7858.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7858.GEOID18 height accuracy estimate available here.
 AD7858
 AD7858.This Tidal Bench Mark is designated as VM 8021
 AD7858.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7858
 AD7858.Click photographs - Photos may exist for this station.
 AD7858
 AD7858.The dynamic height is computed by dividing the NAVD 88
 AD7858.geopotential number by the normal gravity value computed on the
 AD7858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7858.degrees latitude (g = 980.6199 gals.).
 AD7858
 AD7858.The modeled gravity was interpolated from observed gravity values.
 AD7858
 AD7858;                    North         East    Units  Estimated Accuracy
 AD7858;SPC FL W     -   230,511.      210,112.      MT  (+/- 10 meters HH2 GPS)
 AD7858
 AD7858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1038121873(NAD 83)
 AD7858
 AD7858                          SUPERSEDED SURVEY CONTROL
 AD7858
 AD7858  NAVD 88 (??/??/92)    0.814  (m)            2.67   (f) SUPERSEDED  3 0
 AD7858  NGVD 29 (09/01/92)    1.168  (m)            3.83   (f) ADJUSTED    2 1
 AD7858
 AD7858.Superseded values are not recommended for survey control.
 AD7858
 AD7858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7858.See file dsdata.pdf to determine how the superseded data were derived.
 AD7858
 AD7858_MARKER: DJ = TIDAL STATION DISK
 AD7858_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7858_SP_SET: SEAWALL
 AD7858_STAMPING: NO 1 1973
 AD7858_MARK LOGO: NOS
 AD7858_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7858+STABILITY: SURFACE MOTION
 AD7858_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD7858+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2016
 AD7858
 AD7858  HISTORY     - Date     Condition        Report By
 AD7858  HISTORY     - 1973     MONUMENTED       NOS
 AD7858  HISTORY     - 1984     GOOD             FLDNR
 AD7858  HISTORY     - 19961203 GOOD             USPSQD
 AD7858  HISTORY     - 19980214 GOOD             USPSQD
 AD7858  HISTORY     - 20040326 GOOD             USPSQD
 AD7858  HISTORY     - 20060228 GOOD             USPSQD
 AD7858  HISTORY     - 20080919 GOOD             FLDEP
 AD7858  HISTORY     - 20160106 GOOD             GEOCAC
 AD7858
 AD7858                          STATION DESCRIPTION
 AD7858
 AD7858'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7858'4.45 MI SE FROM FORT MYERS BEACH.
 AD7858'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7858'MYERS BEACH, GO 4.45 MILES SOUTHEAST ON STATE ROAD 865 TO THE FISH
 AD7858'TALE MARINA AND THE MARK.  THE MARK IS SET IN THE MARINA SEAWALL,
 AD7858'61.4 FEET NORTH OF THE WALKWAY TO THE WOODEN BOATHOUSE.
 AD7858
 AD7858                          STATION RECOVERY (1996)
 AD7858
 AD7858'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7858'RECOVERED IN GOOD CONDITION.
 AD7858
 AD7858                          STATION RECOVERY (1998)
 AD7858
 AD7858'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7858'RECOVERED IN GOOD CONDITION.
 AD7858
 AD7858                          STATION RECOVERY (2004)
 AD7858
 AD7858'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7858'RECOVERED IN GOOD CONDITION.
 AD7858
 AD7858                          STATION RECOVERY (2006)
 AD7858
 AD7858'RECOVERY NOTE BY US POWER SQUADRON 2006 (SBP)
 AD7858'RECOVERED IN GOOD CONDITION.
 AD7858
 AD7858                          STATION RECOVERY (2008)
 AD7858
 AD7858'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7858'RECOVERED AS DESCRIBED.
 AD7858
 AD7858                          STATION RECOVERY (2016)
 AD7858
 AD7858'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD7858'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3726 ***********************************************************************
 DN3726  DESIGNATION -  872 5331 A
 DN3726  PID         -  DN3726
 DN3726  STATE/COUNTY-  FL/LEE
 DN3726  COUNTRY     -  US
 DN3726  USGS QUAD   -  FORT MYERS BEACH (2018)
 DN3726
 DN3726                         *CURRENT SURVEY CONTROL
 DN3726  ______________________________________________________________________
 DN3726* NAD 83(1986) POSITION- 26 24 46.1    (N) 081 53 56.2    (W)   HD_HELD2
 DN3726* NAVD 88 ORTHO HEIGHT -     0.708 (meters)        2.32  (feet) ADJUSTED
 DN3726  ______________________________________________________________________
 DN3726  GEOID HEIGHT    -        -23.887 (meters)                     GEOID18
 DN3726  DYNAMIC HEIGHT  -          0.707 (meters)        2.32  (feet) COMP
 DN3726  MODELED GRAVITY -    979,059.0   (mgal)                       NAVD 88
 DN3726
 DN3726  VERT ORDER      -  FIRST     CLASS II
 DN3726
 DN3726.The horizontal coordinates were established by autonomous hand held GPS
 DN3726.observations and have an estimated accuracy of +/- 10 meters.
 DN3726
 DN3726.The orthometric height was determined by differential leveling and
 DN3726.adjusted by the NATIONAL GEODETIC SURVEY
 DN3726.in May 2013.
 DN3726
 DN3726.No vertical observational check was made to the station.
 DN3726
 DN3726.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3726.GEOID18 height accuracy estimate available here.
 DN3726
 DN3726.Click photographs - Photos may exist for this station.
 DN3726
 DN3726.The dynamic height is computed by dividing the NAVD 88
 DN3726.geopotential number by the normal gravity value computed on the
 DN3726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3726.degrees latitude (g = 980.6199 gals.).
 DN3726
 DN3726.The modeled gravity was interpolated from observed gravity values.
 DN3726
 DN3726;                    North         East    Units  Estimated Accuracy
 DN3726;SPC FL W     -   230,351.      210,081.      MT  (+/- 10 meters HH2 GPS)
 DN3726
 DN3726_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1035021713(NAD 83)
 DN3726
 DN3726                          SUPERSEDED SURVEY CONTROL
 DN3726
 DN3726.No superseded survey control is available for this station.
 DN3726
 DN3726_MARKER: DD = SURVEY DISK
 DN3726_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DN3726_SP_SET: RETAINING WALL
 DN3726_STAMPING: 5331 A 2008
 DN3726_MARK LOGO: FLDEP
 DN3726_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3726+STABILITY: SURFACE MOTION
 DN3726_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN3726+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2016
 DN3726
 DN3726  HISTORY     - Date     Condition        Report By
 DN3726  HISTORY     - 20080921 MONUMENTED       FLDEP
 DN3726  HISTORY     - 20160106 GOOD             GEOCAC
 DN3726
 DN3726                          STATION DESCRIPTION
 DN3726
 DN3726'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3726'THE MARK IS ABOUT 8.0 MI (12.9 KM) EAST-SOUTHEAST OF SANIBEL, 6.0 MI
 DN3726'(9.7 KM) WEST-SOUTHWEST OF ESTERO, 4.1 MI (6.6 KM) SOUTHEAST OF FORT
 DN3726'MYERS BEACH, IN SECTION 3, TOWNSHIP 47 SOUTH, RANGE 24 EAST.
 DN3726'
 DN3726'TO REACH THE MARK FROM THE POST OFFICE ON CAROLINA AVENUE IN FORT
 DN3726'MYERS BEACH, GO SOUTH ON CAROLINA AVENUE FOR 0.05 MI (0.1 KM) TO THE
 DN3726'JUNCTION OF ESTERO BOULEVARD SOUTH (STATE HIGHWAY 865 SOUTH).  TURN
 DN3726'LEFT ON ESTERO BOULEVARD SOUTH (STATE HIGHWAY 865 SOUTH) AND GO
 DN3726'SOUTHEAST FOR 4.25 MI (6.8 KM) TO THE ENTRANCE TO THE SANTINI MARINA
 DN3726'PLAZA AND THE FISH TALE MARINA AT 7205.  TURN LEFT ON THE ENTRANCE
 DN3726'ROAD AND GO EAST-SOUTHEAST FOR 0.05 MI (0.1 KM) TO THE ENTRANCE
 DN3726'WALKWAY FOR THE FISH TALE SALES SERVICE ON THE RIGHT AND THE MARK ON
 DN3726'THE RIGHT, SET FLUSH IN THE TOP OF THE NORTHWEST CORNER OF THE
 DN3726'RETAINING WALL AND ABOUT 2.5 FT (0.8 M) BELOW THE LEVEL OF THE
 DN3726'ENTRANCE ROAD.
 DN3726'
 DN3726'LOCATED ABOUT 500.0 FT (152.4 M) SOUTHEAST OF A NOS DISK NO 1 1973,
 DN3726'260.0 FT (79.2 M) EAST OF THE APPROXIMATE CENTERLINE OF ESTERO
 DN3726'BOULEVARD, 219.0 FT (66.8 M) EAST OF A NATIONAL GEODETIC SURVEY LOGO
 DN3726'CAP 5331 B 2008, 43.3 FT (13.2 M) SOUTH OF THE APPROXIMATE CENTERLINE
 DN3726'OF THE MARINA ENTRANCE ROAD, 20.2 FT (6.2 M) SOUTHEAST OF THE
 DN3726'NORTHEAST CORNER OF THE WOODEN WALKWAY LEADING UP TO THE FISH TALE
 DN3726'SALES SERVICE OFFICE, 4.8 FT (1.5 M) EAST OF A WOODEN WALKWAY, 1.1 FT
 DN3726'(0.3 M) WEST OF A RETAINING WALL HIGH RISE LEADING EAST AND 0.7 FT (21
 DN3726'CM) SOUTH OF THE NORTH END OF THE RETAINING WALL.
 DN3726
 DN3726                          STATION RECOVERY (2016)
 DN3726
 DN3726'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 DN3726'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3725 ***********************************************************************
 DN3725  DESIGNATION -  872 5331 B
 DN3725  PID         -  DN3725
 DN3725  STATE/COUNTY-  FL/LEE
 DN3725  COUNTRY     -  US
 DN3725  USGS QUAD   -  FORT MYERS BEACH (2018)
 DN3725
 DN3725                         *CURRENT SURVEY CONTROL
 DN3725  ______________________________________________________________________
 DN3725* NAD 83(1986) POSITION- 26 24 45.62   (N) 081 53 59.07   (W)   HD_HELD1
 DN3725* NAVD 88 ORTHO HEIGHT -     0.998 (meters)        3.27  (feet) ADJUSTED
 DN3725  ______________________________________________________________________
 DN3725  GEOID HEIGHT    -        -23.885 (meters)                     GEOID18
 DN3725  DYNAMIC HEIGHT  -          0.997 (meters)        3.27  (feet) COMP
 DN3725  MODELED GRAVITY -    979,059.1   (mgal)                       NAVD 88
 DN3725
 DN3725  VERT ORDER      -  FIRST     CLASS II
 DN3725
 DN3725.The horizontal coordinates were determined by differentially corrected
 DN3725.hand held GPS observations or other comparable positioning techniques
 DN3725.and have an estimated accuracy of +/- 3 meters.
 DN3725
 DN3725.The orthometric height was determined by differential leveling and
 DN3725.adjusted by the NATIONAL GEODETIC SURVEY
 DN3725.in May 2013.
 DN3725
 DN3725.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3725.GEOID18 height accuracy estimate available here.
 DN3725
 DN3725.Click photographs - Photos may exist for this station.
 DN3725
 DN3725.The dynamic height is computed by dividing the NAVD 88
 DN3725.geopotential number by the normal gravity value computed on the
 DN3725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3725.degrees latitude (g = 980.6199 gals.).
 DN3725
 DN3725.The modeled gravity was interpolated from observed gravity values.
 DN3725
 DN3725;                    North         East    Units  Estimated Accuracy
 DN3725;SPC FL W     -   230,336.5     210,001.7     MT  (+/- 3 meters HH1 GPS) 
 DN3725
 DN3725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1027021699(NAD 83)
 DN3725
 DN3725                          SUPERSEDED SURVEY CONTROL
 DN3725
 DN3725.No superseded survey control is available for this station.
 DN3725
 DN3725_MARKER: F = FLANGE-ENCASED ROD
 DN3725_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN3725_STAMPING: 5331 B 2008
 DN3725_MARK LOGO: NGS
 DN3725_PROJECTION: RECESSED 3 CENTIMETERS
 DN3725_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3725_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3725+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2016
 DN3725_ROD/PIPE-DEPTH: 24.2 meters
 DN3725
 DN3725  HISTORY     - Date     Condition        Report By
 DN3725  HISTORY     - 20080921 MONUMENTED       FLDEP
 DN3725  HISTORY     - 20160106 GOOD             GEOCAC
 DN3725
 DN3725                          STATION DESCRIPTION
 DN3725
 DN3725'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3725'THE MARK IS ABOUT 8.0 MI (12.9 KM) EAST-SOUTHEAST OF SANIBEL, 6.0 MI
 DN3725'(9.7 KM) WEST-SOUTHWEST OF ESTERO, 4.0 MI (6.4 KM) SOUTHEAST OF FORT
 DN3725'MYERS BEACH, IN SECTION 3, TOWNSHIP 47 SOUTH, RANGE 24 EAST.
 DN3725'
 DN3725'TO REACH THE MARK FROM THE POST OFFICE ON CAROLINA AVENUE IN FORT
 DN3725'MYERS BEACH, GO SOUTH ON CAROLINA AVENUE FOR 0.05 MI (0.1 KM) TO THE
 DN3725'JUNCTION OF ESTERO BOULEVARD SOUTH (STATE HIGHWAY 865 SOUTH).  TURN
 DN3725'LEFT ON ESTERO BOULEVARD SOUTH (STATE HIGHWAY 865 SOUTH) AND GO
 DN3725'SOUTHEAST FOR 4.25 MI (6.8 KM) TO THE ENTRANCE TO THE SANTINI MARINA
 DN3725'PLAZA AND THE FISH TALE MARINA AT 7205 ON THE LEFT AND THE MARK ON THE
 DN3725'LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 79.5 FT
 DN3725'(24.2 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE
 DN3725'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF ESTERO BOULEVARD,
 DN3725'THE DATUM POINT IS RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DN3725'NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3725'
 DN3725'LOCATED 219.0 FT (66.8 M) WEST OF AN FLDEP SURVEY DISK 5331 A 2008,
 DN3725'190.0 FT (57.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE ENTRANCE
 DN3725'TO SANTINI MARINA PLAZA AND FISH TALE MARINA AT 7205, 34.4 FT (10.5 M)
 DN3725'NORTH-NORTHWEST OF A LIGHT POLE, 17.5 FT (5.3 M) EAST OF THE EAST EDGE
 DN3725'OF ESTERO BOULEVARD SOUTH (EAST SIDE OF THE TURNING LANE INTO FISH
 DN3725'TALE MARINA) 8.0 FT (2.4 M) EAST OF THE EAST SIDE OF THE SIDEWALK AND
 DN3725'3.0 FT (0.9 M) WEST OF A 2.0 FT (0.6 M) TALL CONCRETE WALL.
 DN3725'
 DN3725'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DN3725'CAP.
 DN3725'
 DN3725'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DN3725'NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3725
 DN3725                          STATION RECOVERY (2016)
 DN3725
 DN3725'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 DN3725'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3724 ***********************************************************************
 DN3724  DESIGNATION -  872 5331 C
 DN3724  PID         -  DN3724
 DN3724  STATE/COUNTY-  FL/LEE
 DN3724  COUNTRY     -  US
 DN3724  USGS QUAD   -  FORT MYERS BEACH (2018)
 DN3724
 DN3724                         *CURRENT SURVEY CONTROL
 DN3724  ______________________________________________________________________
 DN3724* NAD 83(1986) POSITION- 26 24 41.8    (N) 081 53 58.3    (W)   HD_HELD2
 DN3724* NAVD 88 ORTHO HEIGHT -     0.950 (meters)        3.12  (feet) ADJUSTED
 DN3724  ______________________________________________________________________
 DN3724  GEOID HEIGHT    -        -23.884 (meters)                     GEOID18
 DN3724  DYNAMIC HEIGHT  -          0.949 (meters)        3.11  (feet) COMP
 DN3724  MODELED GRAVITY -    979,059.0   (mgal)                       NAVD 88
 DN3724
 DN3724  VERT ORDER      -  FIRST     CLASS II
 DN3724
 DN3724.The horizontal coordinates were established by autonomous hand held GPS
 DN3724.observations and have an estimated accuracy of +/- 10 meters.
 DN3724
 DN3724.The orthometric height was determined by differential leveling and
 DN3724.adjusted by the NATIONAL GEODETIC SURVEY
 DN3724.in May 2013.
 DN3724
 DN3724.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3724.GEOID18 height accuracy estimate available here.
 DN3724
 DN3724.Click photographs - Photos may exist for this station.
 DN3724
 DN3724.The dynamic height is computed by dividing the NAVD 88
 DN3724.geopotential number by the normal gravity value computed on the
 DN3724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3724.degrees latitude (g = 980.6199 gals.).
 DN3724
 DN3724.The modeled gravity was interpolated from observed gravity values.
 DN3724
 DN3724;                    North         East    Units  Estimated Accuracy
 DN3724;SPC FL W     -   230,219.      210,023.      MT  (+/- 10 meters HH2 GPS)
 DN3724
 DN3724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1029121581(NAD 83)
 DN3724
 DN3724                          SUPERSEDED SURVEY CONTROL
 DN3724
 DN3724.No superseded survey control is available for this station.
 DN3724
 DN3724_MARKER: DD = SURVEY DISK
 DN3724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3724_STAMPING: 5331 C 2008
 DN3724_MARK LOGO: FLDEP
 DN3724_PROJECTION: RECESSED 18 CENTIMETERS
 DN3724_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3724+STABILITY: SURFACE MOTION
 DN3724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN3724+SATELLITE: SATELLITE OBSERVATIONS - January 07, 2016
 DN3724
 DN3724  HISTORY     - Date     Condition        Report By
 DN3724  HISTORY     - 20080921 MONUMENTED       FLDEP
 DN3724  HISTORY     - 20160107 GOOD             GEOCAC
 DN3724
 DN3724                          STATION DESCRIPTION
 DN3724
 DN3724'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3724'THE MARK IS ABOUT 8.0 MI (12.9 KM) EAST-SOUTHEAST OF SANIBEL, 6.0 MI
 DN3724'(9.7 KM) WEST-SOUTHWEST OF ESTERO, 4.1 MI (6.6 KM) SOUTHEAST OF FORT
 DN3724'MYERS BEACH, IN SECTION 3, TOWNSHIP 47 SOUTH, RANGE 24 EAST.
 DN3724'
 DN3724'TO REACH THE MARK FROM THE POST OFFICE ON CAROLINA AVENUE IN FORT
 DN3724'MYERS BEACH, GO SOUTH ON CAROLINA AVENUE FOR 0.05 MI (0.1 KM) TO THE
 DN3724'JUNCTION OF ESTERO BOULEVARD SOUTH (STATE HIGHWAY 865 SOUTH).  TURN
 DN3724'LEFT ON ESTERO BOULEVARD SOUTH (STATE HIGHWAY 865 SOUTH) AND GO
 DN3724'SOUTHEAST FOR 4.35 MI (7.0 KM) TO THE ENTRANCE TO THE ESTERO BEACH AND
 DN3724'TENNIS CLUB AT 7300 ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE
 DN3724'TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.6 FT (18 CM) BELOW THE
 DN3724'LEVEL OF THE GROUND AND ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF ESTERO
 DN3724'BOULEVARD.
 DN3724'
 DN3724'LOCATED 54.0 FT (16.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DN3724'EXIT ROAD FOR THE ESTERO BEACH AND TENNIS CLUB, 49.0 FT (14.9 M)
 DN3724'NORTH-NORTHWEST OF A SQUARE CONCRETE POWER POLE NUMBER 14800, 19.0 FT
 DN3724'(5.8 M) SOUTH-SOUTHWEST OF A FIRE HYDRANT NUMBER 86, 18.0 FT (5.5 M)
 DN3724'WEST-SOUTHWEST OF THE WEST EDGE OF THE PAVEMENT OF ESTERO BOULEVARD,
 DN3724'3.5 FT (1.1 M) SOUTH-SOUTHEAST OF A RIGHT-OF-WAY MARKER AND 1.5 FT
 DN3724'(0.5 M) EAST OF A CARSONITE WITNESS POST.
 DN3724'
 DN3724'NOTE A MAGNET WAS EMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DN3724'MONUMENT.
 DN3724
 DN3724                          STATION RECOVERY (2016)
 DN3724
 DN3724'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 DN3724'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7859 ***********************************************************************
 AD7859  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7859  DESIGNATION -  872 5331 TIDAL 3
 AD7859  PID         -  AD7859
 AD7859  STATE/COUNTY-  FL/LEE
 AD7859  COUNTRY     -  US
 AD7859  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7859
 AD7859                         *CURRENT SURVEY CONTROL
 AD7859  ______________________________________________________________________
 AD7859* NAD 83(1986) POSITION- 26 24 49.     (N) 081 53 57.     (W)   SCALED
 AD7859* NAVD 88 ORTHO HEIGHT -     0.800 (meters)        2.62  (feet) POSTED
 AD7859  ______________________________________________________________________
 AD7859  GEOID HEIGHT    -        -23.888 (meters)                     GEOID18
 AD7859  DYNAMIC HEIGHT  -          0.80  (meters)        2.6   (feet) COMP
 AD7859  MODELED GRAVITY -    979,059.1   (mgal)                       NAVD 88
 AD7859
 AD7859  VERT ORDER      -  * POSTED, SEE BELOW
 AD7859
 AD7859.The horizontal coordinates were scaled from a map and have
 AD7859.an estimated accuracy of +/- 6 seconds.
 AD7859
 AD7859.The orthometric height was determined by differential leveling
 AD7859.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7859
 AD7859.* This is a POSTED BENCH MARK height.
 AD7859
 AD7859.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7859.GEOID18 height accuracy estimate available here.
 AD7859
 AD7859.This Tidal Bench Mark is designated as VM 8023
 AD7859.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7859
 AD7859.Click photographs - Photos may exist for this station.
 AD7859
 AD7859.The dynamic height is computed by dividing the NAVD 88
 AD7859.geopotential number by the normal gravity value computed on the
 AD7859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7859.degrees latitude (g = 980.6199 gals.).
 AD7859
 AD7859.The modeled gravity was interpolated from observed gravity values.
 AD7859
 AD7859;                    North         East    Units  Estimated Accuracy
 AD7859;SPC FL W     -   230,440.      210,060.      MT  (+/- 180 meters Scaled)
 AD7859
 AD7859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK103218(NAD 83)
 AD7859
 AD7859                          SUPERSEDED SURVEY CONTROL
 AD7859
 AD7859  NGVD 29 (09/01/92)    1.155  (m)            3.79   (f) ADJUSTED    2 1
 AD7859
 AD7859.Superseded values are not recommended for survey control.
 AD7859
 AD7859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7859.See file dsdata.pdf to determine how the superseded data were derived.
 AD7859
 AD7859_MARKER: DJ = TIDAL STATION DISK
 AD7859_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7859_SP_SET: SEAWALL
 AD7859_STAMPING: NO 3 1973
 AD7859_MARK LOGO: NOS
 AD7859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7859+STABILITY: SURFACE MOTION
 AD7859
 AD7859  HISTORY     - Date     Condition        Report By
 AD7859  HISTORY     - 1973     MONUMENTED       NOS
 AD7859  HISTORY     - 1984     GOOD             FLDNR
 AD7859  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7859  HISTORY     - 19980216 MARK NOT FOUND   USPSQD
 AD7859  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 AD7859
 AD7859                          STATION DESCRIPTION
 AD7859
 AD7859'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7859'4.45 MI SE FROM FORT MYERS BEACH.
 AD7859'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7859'MYERS BEACH, GO 4.45 MILES SOUTHEAST ON STATE ROAD 865 TO THE FISH
 AD7859'TALE MARINA AND THE MARK.  THE MARK IS SET IN THE MARINA SEAWALL,
 AD7859'24.5 FEET WEST OF THE NORTHWEST CORNER OF THE WOODEN BOATHOUSE, AND
 AD7859'4.1 FEET SOUTH OF THE SOUTH EDGE OF THE WALKWAY TO THE BOATHOUSE.
 AD7859
 AD7859                          STATION RECOVERY (1996)
 AD7859
 AD7859'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7859'MARK NOT FOUND.
 AD7859
 AD7859                          STATION RECOVERY (1998)
 AD7859
 AD7859'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7859'MARK NOT FOUND.
 AD7859
 AD7859                          STATION RECOVERY (2004)
 AD7859
 AD7859'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7859'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7860 ***********************************************************************
 AD7860  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7860  DESIGNATION -  872 5331 TIDAL 4
 AD7860  PID         -  AD7860
 AD7860  STATE/COUNTY-  FL/LEE
 AD7860  COUNTRY     -  US
 AD7860  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7860
 AD7860                         *CURRENT SURVEY CONTROL
 AD7860  ______________________________________________________________________
 AD7860* NAD 83(1986) POSITION- 26 24 49.     (N) 081 53 57.     (W)   SCALED
 AD7860* NAVD 88 ORTHO HEIGHT -     0.866 (meters)        2.84  (feet) POSTED
 AD7860  ______________________________________________________________________
 AD7860  GEOID HEIGHT    -        -23.888 (meters)                     GEOID18
 AD7860  DYNAMIC HEIGHT  -          0.86  (meters)        2.8   (feet) COMP
 AD7860  MODELED GRAVITY -    979,059.1   (mgal)                       NAVD 88
 AD7860
 AD7860  VERT ORDER      -  * POSTED, SEE BELOW
 AD7860
 AD7860.The horizontal coordinates were scaled from a map and have
 AD7860.an estimated accuracy of +/- 6 seconds.
 AD7860
 AD7860.The orthometric height was determined by differential leveling
 AD7860.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7860
 AD7860.* This is a POSTED BENCH MARK height.
 AD7860
 AD7860.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7860.GEOID18 height accuracy estimate available here.
 AD7860
 AD7860.This Tidal Bench Mark is designated as VM 8024
 AD7860.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7860
 AD7860.Click photographs - Photos may exist for this station.
 AD7860
 AD7860.The dynamic height is computed by dividing the NAVD 88
 AD7860.geopotential number by the normal gravity value computed on the
 AD7860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7860.degrees latitude (g = 980.6199 gals.).
 AD7860
 AD7860.The modeled gravity was interpolated from observed gravity values.
 AD7860
 AD7860;                    North         East    Units  Estimated Accuracy
 AD7860;SPC FL W     -   230,440.      210,060.      MT  (+/- 180 meters Scaled)
 AD7860
 AD7860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK103218(NAD 83)
 AD7860
 AD7860                          SUPERSEDED SURVEY CONTROL
 AD7860
 AD7860  NGVD 29 (09/01/92)    1.220  (m)            4.00   (f) ADJUSTED    2 1
 AD7860
 AD7860.Superseded values are not recommended for survey control.
 AD7860
 AD7860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7860.See file dsdata.pdf to determine how the superseded data were derived.
 AD7860
 AD7860_MARKER: DJ = TIDAL STATION DISK
 AD7860_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7860_SP_SET: SEAWALL
 AD7860_STAMPING: NO 4 1973
 AD7860_MARK LOGO: NOS
 AD7860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7860+STABILITY: SURFACE MOTION
 AD7860
 AD7860  HISTORY     - Date     Condition        Report By
 AD7860  HISTORY     - 1973     MONUMENTED       NOS
 AD7860  HISTORY     - 1984     GOOD             FLDNR
 AD7860  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7860  HISTORY     - 19980216 MARK NOT FOUND   USPSQD
 AD7860  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 AD7860
 AD7860                          STATION DESCRIPTION
 AD7860
 AD7860'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7860'4.45 MI SE FROM FORT MYERS BEACH.
 AD7860'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7860'MYERS BEACH, GO 4.45 MILES SOUTHEAST ON STATE ROAD 865 TO THE FISH
 AD7860'TALE MARINA AND THE MARK.  THE MARK IS SET IN THE MARINA SEAWALL, 3.6
 AD7860'FEET NORTH OF THE SOUTHWEST CORNER OF THE BOAT BASIN, AND 126.3 FEET
 AD7860'SOUTH OF THE WALKWAY TO THE WOODEN BOATHOUSE.
 AD7860
 AD7860                          STATION RECOVERY (1996)
 AD7860
 AD7860'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7860'MARK NOT FOUND.
 AD7860
 AD7860                          STATION RECOVERY (1998)
 AD7860
 AD7860'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7860'MARK NOT FOUND.
 AD7860
 AD7860                          STATION RECOVERY (2004)
 AD7860
 AD7860'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7860'NEW SEAWALL
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7861 ***********************************************************************
 AD7861  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7861  DESIGNATION -  872 5331 TIDAL 5
 AD7861  PID         -  AD7861
 AD7861  STATE/COUNTY-  FL/LEE
 AD7861  COUNTRY     -  US
 AD7861  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7861
 AD7861                         *CURRENT SURVEY CONTROL
 AD7861  ______________________________________________________________________
 AD7861* NAD 83(1986) POSITION- 26 24 49.     (N) 081 53 57.     (W)   SCALED
 AD7861* NAVD 88 ORTHO HEIGHT -     0.615 (meters)        2.02  (feet) POSTED
 AD7861  ______________________________________________________________________
 AD7861  GEOID HEIGHT    -        -23.888 (meters)                     GEOID18
 AD7861  DYNAMIC HEIGHT  -          0.61  (meters)        2.0   (feet) COMP
 AD7861  MODELED GRAVITY -    979,059.1   (mgal)                       NAVD 88
 AD7861
 AD7861  VERT ORDER      -  * POSTED, SEE BELOW
 AD7861
 AD7861.The horizontal coordinates were scaled from a map and have
 AD7861.an estimated accuracy of +/- 6 seconds.
 AD7861
 AD7861.The orthometric height was determined by differential leveling
 AD7861.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7861
 AD7861.* This is a POSTED BENCH MARK height.
 AD7861
 AD7861.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7861.GEOID18 height accuracy estimate available here.
 AD7861
 AD7861.This Tidal Bench Mark is designated as VM 8025
 AD7861.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7861
 AD7861.Click photographs - Photos may exist for this station.
 AD7861
 AD7861.The dynamic height is computed by dividing the NAVD 88
 AD7861.geopotential number by the normal gravity value computed on the
 AD7861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7861.degrees latitude (g = 980.6199 gals.).
 AD7861
 AD7861.The modeled gravity was interpolated from observed gravity values.
 AD7861
 AD7861;                    North         East    Units  Estimated Accuracy
 AD7861;SPC FL W     -   230,440.      210,060.      MT  (+/- 180 meters Scaled)
 AD7861
 AD7861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK103218(NAD 83)
 AD7861
 AD7861                          SUPERSEDED SURVEY CONTROL
 AD7861
 AD7861  NGVD 29 (09/01/92)    0.970  (m)            3.18   (f) ADJUSTED    2 1
 AD7861
 AD7861.Superseded values are not recommended for survey control.
 AD7861
 AD7861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7861.See file dsdata.pdf to determine how the superseded data were derived.
 AD7861
 AD7861_MARKER: DJ = TIDAL STATION DISK
 AD7861_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7861_SP_SET: SEAWALL
 AD7861_STAMPING: NO 5 1973
 AD7861_MARK LOGO: NOS
 AD7861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7861+STABILITY: SURFACE MOTION
 AD7861
 AD7861  HISTORY     - Date     Condition        Report By
 AD7861  HISTORY     - 1973     MONUMENTED       NOS
 AD7861  HISTORY     - 1984     GOOD             FLDNR
 AD7861  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7861  HISTORY     - 19980216 MARK NOT FOUND   USPSQD
 AD7861  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 AD7861
 AD7861                          STATION DESCRIPTION
 AD7861
 AD7861'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7861'4.45 MI SE FROM FORT MYERS BEACH.
 AD7861'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7861'MYERS BEACH, GO 4.45 MILES SOUTHEAST ON STATE ROAD 865 TO THE FISH
 AD7861'TALE MARINA AND THE MARK.  THE MARK IS SET IN THE MARINA SEAWALL
 AD7861'ALONG THE SOUTH END OF THE BOAT BASIN, 63.5 FEET EAST OF THE
 AD7861'SOUTHWEST CORNER OF THE BOAT BASIN.
 AD7861
 AD7861                          STATION RECOVERY (1996)
 AD7861
 AD7861'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7861'MARK NOT FOUND.
 AD7861
 AD7861                          STATION RECOVERY (1998)
 AD7861
 AD7861'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7861'MARK NOT FOUND.
 AD7861
 AD7861                          STATION RECOVERY (2004)
 AD7861
 AD7861'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7861'NEW SEAWALL
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3731 ***********************************************************************
 DN3731  DESIGNATION -  872 5351 A
 DN3731  PID         -  DN3731
 DN3731  STATE/COUNTY-  FL/LEE
 DN3731  COUNTRY     -  US
 DN3731  USGS QUAD   -  FORT MYERS BEACH (2018)
 DN3731
 DN3731                         *CURRENT SURVEY CONTROL
 DN3731  ______________________________________________________________________
 DN3731* NAD 83(1986) POSITION- 26 26 15.4    (N) 081 55 04.1    (W)   HD_HELD2
 DN3731* NAVD 88 ORTHO HEIGHT -     0.465 (meters)        1.53  (feet) ADJUSTED
 DN3731  ______________________________________________________________________
 DN3731  GEOID HEIGHT    -        -23.882 (meters)                     GEOID18
 DN3731  DYNAMIC HEIGHT  -          0.464 (meters)        1.52  (feet) COMP
 DN3731  MODELED GRAVITY -    979,062.0   (mgal)                       NAVD 88
 DN3731
 DN3731  VERT ORDER      -  FIRST     CLASS II
 DN3731
 DN3731.The horizontal coordinates were established by autonomous hand held GPS
 DN3731.observations and have an estimated accuracy of +/- 10 meters.
 DN3731
 DN3731.The orthometric height was determined by differential leveling and
 DN3731.adjusted by the NATIONAL GEODETIC SURVEY
 DN3731.in May 2013.
 DN3731
 DN3731.No vertical observational check was made to the station.
 DN3731
 DN3731.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3731.GEOID18 height accuracy estimate available here.
 DN3731
 DN3731.Click photographs - Photos may exist for this station.
 DN3731
 DN3731.The dynamic height is computed by dividing the NAVD 88
 DN3731.geopotential number by the normal gravity value computed on the
 DN3731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3731.degrees latitude (g = 980.6199 gals.).
 DN3731
 DN3731.The modeled gravity was interpolated from observed gravity values.
 DN3731
 DN3731;                    North         East    Units  Estimated Accuracy
 DN3731;SPC FL W     -   233,098.      208,198.      MT  (+/- 10 meters HH2 GPS)
 DN3731
 DN3731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0848824474(NAD 83)
 DN3731
 DN3731                          SUPERSEDED SURVEY CONTROL
 DN3731
 DN3731.No superseded survey control is available for this station.
 DN3731
 DN3731_MARKER: F = FLANGE-ENCASED ROD
 DN3731_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN3731_STAMPING: 5351 A 2008
 DN3731_MARK LOGO: NGS
 DN3731_PROJECTION: RECESSED 5 CENTIMETERS
 DN3731_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3731_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3731+SATELLITE: SATELLITE OBSERVATIONS - September 21, 2008
 DN3731_ROD/PIPE-DEPTH: 19.3 meters
 DN3731
 DN3731  HISTORY     - Date     Condition        Report By
 DN3731  HISTORY     - 20080921 MONUMENTED       FLDEP
 DN3731
 DN3731                          STATION DESCRIPTION
 DN3731
 DN3731'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3731'THE MARK IS ABOUT 7.0 MI (11.3 KM) WEST OF ESTERO, 6.4 MI (10.3 KM)
 DN3731'EAST OF SANIBEL, 2.1 MI (3.4 KM) EAST-SOUTHEAST OF FORT MYERS BEACH,
 DN3731'IN SECTION 28, TOWNSHIP 46 SOUTH, RANGE 24 EAST.
 DN3731'
 DN3731'TO REACH THE MARK FROM THE POST OFFICE ON CAROLINA AVENUE IN FORT
 DN3731'MYERS BEACH, GO SOUTH ON CAROLINA AVENUE FOR 0.05 MI (0.1 KM) TO THE
 DN3731'JUNCTION OF ESTERO BOULEVARD SOUTH (STATE HIGHWAY 865 SOUTH).  TURN
 DN3731'LEFT ON ESTERO BOULEVARD SOUTH (STATE HIGHWAY 865 SOUTH) AND GO
 DN3731'SOUTHEAST FOR 2.2 MI (3.5 KM) TO THE JUNCTION OF BAYLAND ROAD ON THE
 DN3731'LEFT.  TURN LEFT ON BAYLAND ROAD AND GO EAST FOR 0.2 MI (0.3 KM) TO
 DN3731'THE END OF PAVEMENT AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD
 DN3731'DRIVEN TO REFUSAL AT A DEPTH OF 63.4 FT (19.3 M) WITH A NATIONAL
 DN3731'GEODETIC SURVEY LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DN3731'GROUND AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF BAYLAND ROAD, THE
 DN3731'DATUM POINT IS RECESSED 0.9 FT (27 CM) BELOW THE LEVEL OF THE NATIONAL
 DN3731'GEODETIC SURVEY LOGO CAP.
 DN3731'
 DN3731'LOCATED 261.3 FT (79.6 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DN3731'DOLPHIN LANE, 118.0 FT (36.0 M) NORTHEAST OF THE APPROXIMATE
 DN3731'CENTERLINE OF THE DRIVE AT 395 BAYLAND ROAD, 99.0 FT (30.2 M)
 DN3731'NORTHEAST OF A POWER POLE NUMBER 55502349000 WITH FOUR GUY WIRES, ONE
 DN3731'LIGHT AND ONE TRANSFORMER ATTACHED, 27.6 FT (8.4 M) NORTHWEST OF THE
 DN3731'APPROXIMATE CENTERLINE OF BAYLAND ROAD, 12.5 FT (3.8 M) NORTHWEST OF
 DN3731'THE NORTHWEST END OF THE PAVEMENT OF BAYLAND ROAD, 2.6 FT (0.8 M)
 DN3731'SOUTHWEST OF A CONCRETE SEAWALL AND 1.0 FT (0.3 M) SOUTHEAST OF THE
 DN3731'SOUTHWEST END OF A SMALL WHITE FENCE POST WITH A WITNESS SIGN
 DN3731'ATTACHED.
 DN3731'
 DN3731'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DN3731'CAP.
 DN3731'
 DN3731'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DN3731'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3730 ***********************************************************************
 DN3730  DESIGNATION -  872 5351 B
 DN3730  PID         -  DN3730
 DN3730  STATE/COUNTY-  FL/LEE
 DN3730  COUNTRY     -  US
 DN3730  USGS QUAD   -  FORT MYERS BEACH (2018)
 DN3730
 DN3730                         *CURRENT SURVEY CONTROL
 DN3730  ______________________________________________________________________
 DN3730* NAD 83(1986) POSITION- 26 26 10.0    (N) 081 55 08.5    (W)   HD_HELD2
 DN3730* NAVD 88 ORTHO HEIGHT -     0.938 (meters)        3.08  (feet) ADJUSTED
 DN3730  ______________________________________________________________________
 DN3730  GEOID HEIGHT    -        -23.877 (meters)                     GEOID18
 DN3730  DYNAMIC HEIGHT  -          0.937 (meters)        3.07  (feet) COMP
 DN3730  MODELED GRAVITY -    979,062.0   (mgal)                       NAVD 88
 DN3730
 DN3730  VERT ORDER      -  FIRST     CLASS I
 DN3730
 DN3730.The horizontal coordinates were established by autonomous hand held GPS
 DN3730.observations and have an estimated accuracy of +/- 10 meters.
 DN3730
 DN3730.The orthometric height was determined by differential leveling and
 DN3730.adjusted by the NATIONAL GEODETIC SURVEY
 DN3730.in October 2019.
 DN3730
 DN3730.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3730.GEOID18 height accuracy estimate available here.
 DN3730
 DN3730.Click photographs - Photos may exist for this station.
 DN3730
 DN3730.The dynamic height is computed by dividing the NAVD 88
 DN3730.geopotential number by the normal gravity value computed on the
 DN3730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3730.degrees latitude (g = 980.6199 gals.).
 DN3730
 DN3730.The modeled gravity was interpolated from observed gravity values.
 DN3730
 DN3730;                    North         East    Units  Estimated Accuracy
 DN3730;SPC FL W     -   232,932.      208,076.      MT  (+/- 10 meters HH2 GPS)
 DN3730
 DN3730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0836524309(NAD 83)
 DN3730
 DN3730                          SUPERSEDED SURVEY CONTROL
 DN3730
 DN3730  NAVD 88 (05/07/13)    0.937  (m)            3.07   (f) SUPERSEDED  1 2
 DN3730
 DN3730.Superseded values are not recommended for survey control.
 DN3730
 DN3730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3730.See file dsdata.pdf to determine how the superseded data were derived.
 DN3730
 DN3730_STAMPING: 5351 B 2008
 DN3730_MARK LOGO: FLDEP
 DN3730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3730+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2016
 DN3730
 DN3730  HISTORY     - Date     Condition        Report By
 DN3730  HISTORY     - 20080921 MONUMENTED       FLDEP
 DN3730  HISTORY     - 20160106 GOOD             GEOCAC
 DN3730  HISTORY     - 20190404 MARK NOT FOUND   CARDNO
 DN3730
 DN3730                          STATION DESCRIPTION
 DN3730
 DN3730'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3730'THE MARK IS ABOUT 6.9 MI (11.1 KM) WEST OF ESTERO, 6.5 MI (10.5 KM)
 DN3730'EAST OF SANIBEL, 2.1 MI (3.4 KM) EAST-SOUTHEAST OF FORT MYERS BEACH,
 DN3730'IN SECTION 28, TOWNSHIP 46 SOUTH, RANGE 24 EAST.
 DN3730'
 DN3730'TO REACH THE MARK FROM THE POST OFFICE ON CAROLINA AVENUE IN FORT
 DN3730'MYERS BEACH, GO SOUTH ON CAROLINA AVENUE FOR 0.05 MI (0.1 KM) TO THE
 DN3730'JUNCTION OF ESTERO BOULEVARD SOUTH (STATE HIGHWAY 865 SOUTH).  TURN
 DN3730'LEFT ON ESTERO BOULEVARD SOUTH (STATE HIGHWAY 865 SOUTH) AND GO
 DN3730'SOUTHEAST FOR 2.2 MI (3.5 KM) TO THE JUNCTION OF BAYLAND ROAD ON THE
 DN3730'LEFT.  TURN LEFT ON BAYLAND ROAD AND GO EAST FOR 0.05 MI (0.1 KM) TO
 DN3730'THE JUNCTION OF CORAL ROAD ON THE LEFT AND THE MARK ON THE LEFT, SET
 DN3730'FLUSH IN THE TOP OF A DROP INLET AND ABOUT 1.0 FT (0.3 M) BELOW THE
 DN3730'LEVEL OF BAYLAND ROAD.
 DN3730'
 DN3730'LOCATED 271.7 FT (82.8 M) NORTHEAST OF THE CENTERLINE OF ESTERO
 DN3730'BOULEVARD, 66.8 FT (20.4 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DN3730'THE DRIVE AT 4870 CORAL ROAD, 38.6 FT (11.8 M) NORTHEAST OF THE
 DN3730'APPROXIMATE CENTERLINE OF THE DRIVE AT 311 BAYLAND ROAD, 22.0 FT (6.7
 DN3730'M) NORTHWEST OF THE CENTERLINE OF BAYLAND ROAD AND 21.3 FT (6.5 M)
 DN3730'SOUTHWEST OF THE APPROXIMATE CENTERLINE OF CORAL ROAD.
 DN3730
 DN3730                          STATION RECOVERY (2016)
 DN3730
 DN3730'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 DN3730'RECOVERED IN GOOD CONDITION.
 DN3730
 DN3730                          STATION RECOVERY (2019)
 DN3730
 DN3730'RECOVERY NOTE BY CARDNO INC 2019 (SU)
 DN3730'NOT RECOVERED.
 DN3730'
 DN3730'NOTE-A THOROUGH SEARCH FOR THE MARK WAS MADE.  A NEW WOODEN BOARD WALK
 DN3730'NOW COVERS THE AREA WHERE THE MARK WAS DESCRIBED.  IT IS POSSIBLE THE
 DN3730'MARK IS STILL INTACT UNDER THE NEW BOARD WALK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3728 ***********************************************************************
 DN3728  DESIGNATION -  872 5351 D
 DN3728  PID         -  DN3728
 DN3728  STATE/COUNTY-  FL/LEE
 DN3728  COUNTRY     -  US
 DN3728  USGS QUAD   -  FORT MYERS BEACH (2018)
 DN3728
 DN3728                         *CURRENT SURVEY CONTROL
 DN3728  ______________________________________________________________________
 DN3728* NAD 83(1986) POSITION- 26 26 05.52   (N) 081 55 07.14   (W)   HD_HELD1
 DN3728* NAVD 88 ORTHO HEIGHT -     1.270 (meters)        4.17  (feet) ADJUSTED
 DN3728  ______________________________________________________________________
 DN3728  GEOID HEIGHT    -        -23.876 (meters)                     GEOID18
 DN3728  DYNAMIC HEIGHT  -          1.268 (meters)        4.16  (feet) COMP
 DN3728  MODELED GRAVITY -    979,061.9   (mgal)                       NAVD 88
 DN3728
 DN3728  VERT ORDER      -  FIRST     CLASS I
 DN3728
 DN3728.The horizontal coordinates were determined by differentially corrected
 DN3728.hand held GPS observations or other comparable positioning techniques
 DN3728.and have an estimated accuracy of +/- 3 meters.
 DN3728
 DN3728.The orthometric height was determined by differential leveling and
 DN3728.adjusted by the NATIONAL GEODETIC SURVEY
 DN3728.in October 2019.
 DN3728
 DN3728.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3728.GEOID18 height accuracy estimate available here.
 DN3728
 DN3728.Click photographs - Photos may exist for this station.
 DN3728
 DN3728.The dynamic height is computed by dividing the NAVD 88
 DN3728.geopotential number by the normal gravity value computed on the
 DN3728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3728.degrees latitude (g = 980.6199 gals.).
 DN3728
 DN3728.The modeled gravity was interpolated from observed gravity values.
 DN3728
 DN3728;                    North         East    Units  Estimated Accuracy
 DN3728;SPC FL W     -   232,794.0     208,113.9     MT  (+/- 3 meters HH1 GPS) 
 DN3728
 DN3728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0840224170(NAD 83)
 DN3728
 DN3728                          SUPERSEDED SURVEY CONTROL
 DN3728
 DN3728  NAVD 88 (05/07/13)    1.280  (m)            4.20   (f) SUPERSEDED  1 2
 DN3728
 DN3728.Superseded values are not recommended for survey control.
 DN3728
 DN3728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3728.See file dsdata.pdf to determine how the superseded data were derived.
 DN3728
 DN3728_MARKER: DB = BENCH MARK DISK
 DN3728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DN3728_STAMPING: 5351 D 2008
 DN3728_MARK LOGO: FLDEP
 DN3728_PROJECTION: RECESSED 8 CENTIMETERS
 DN3728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3728+STABILITY: SURFACE MOTION
 DN3728_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN3728+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2019
 DN3728
 DN3728  HISTORY     - Date     Condition        Report By
 DN3728  HISTORY     - 20080921 MONUMENTED       FLDEP
 DN3728  HISTORY     - 20160106 GOOD             GEOCAC
 DN3728  HISTORY     - 20190716 GOOD             CARDNO
 DN3728
 DN3728                          STATION DESCRIPTION
 DN3728
 DN3728'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3728'THE MARK IS ABOUT 6.9 MI (11.1 KM) WEST OF ESTERO, 6.5 MI (10.5 KM)
 DN3728'EAST OF SANIBEL, 2.2 MI (3.5 KM) EAST-SOUTHEAST OF FORT MYERS BEACH,
 DN3728'IN SECTION 28, TOWNSHIP 46 SOUTH, RANGE 24 EAST.
 DN3728'
 DN3728'TO REACH THE MARK FROM THE POST OFFICE ON CAROLINA AVENUE IN FORT
 DN3728'MYERS BEACH, GO SOUTH ON CAROLINA AVENUE FOR 0.05 MI (0.1 KM) TO THE
 DN3728'JUNCTION OF ESTERO BOULEVARD SOUTH (STATE HIGHWAY 865 SOUTH).  TURN
 DN3728'LEFT ON ESTERO BOULEVARD SOUTH (STATE HIGHWAY 865 SOUTH) AND GO
 DN3728'SOUTHEAST FOR 2.25 MI (3.6 KM) TO THE JUNCTION OF MADERA ROAD ON THE
 DN3728'LEFT AND THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE
 DN3728'MONUMENT RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND
 DN3728'BELOW THE LEVEL OF ESTERO BOULEVARD.
 DN3728'
 DN3728'LOCATED 105.0 FT (32.0 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DN3728'THE DRIVE AT 4969, 32.8 FT (10.0 M) NORTHEAST OF THE CENTERLINE OF
 DN3728'ESTERO BOULEVARD, 31.0 FT (9.4 M) SOUTHWEST OF THE APPROXIMATE
 DN3728'CENTERLINE OF COMPASS LANE, 24.4 FT (7.4 M) SOUTHEAST OF THE
 DN3728'APPROXIMATE CENTERLINE OF MADERA ROAD, 8.2 FT (2.5 M) SOUTH-SOUTHWEST
 DN3728'OF THE JUNCTION BOX NUMBER 1008, 5.2 FT (1.6 M) NORTHEAST OF THE
 DN3728'NORTHEAST SIDE OF THE SIDEWALK, 4.2 FT (1.3 M) SOUTH-SOUTHEAST OF A
 DN3728'12-INCH (30 CM) PALM TREE, 4.0 FT (1.2 M) NORTH OF A ROUND SPRINT
 DN3728'CABLE BOX NUMBER 8436 AND 1.5 FT (0.5 M) NORTH OF THE NORTHWEST CORNER
 DN3728'OF A WHITE PLASTIC FENCE.
 DN3728'
 DN3728'NOTE A MAGNET WAS EMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DN3728'MONUMENT.
 DN3728
 DN3728                          STATION RECOVERY (2016)
 DN3728
 DN3728'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 DN3728'RECOVERED IN GOOD CONDITION.
 DN3728
 DN3728                          STATION RECOVERY (2019)
 DN3728
 DN3728'RECOVERY NOTE BY CARDNO INC 2019 (SU)
 DN3728'RECOVERED IN GOOD CONDITION.
 DN3728'
 DN3728'NOTE-REMOVE (4.0 FT (1.2 M) NORTH OF A ROUND SPRINT CABLE BOX NUMBER
 DN3728'8436) THIS TIE IS NO LONGER THERE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3727 ***********************************************************************
 DN3727  DESIGNATION -  872 5351 E
 DN3727  PID         -  DN3727
 DN3727  STATE/COUNTY-  FL/LEE
 DN3727  COUNTRY     -  US
 DN3727  USGS QUAD   -  FORT MYERS BEACH (2018)
 DN3727
 DN3727                         *CURRENT SURVEY CONTROL
 DN3727  ______________________________________________________________________
 DN3727* NAD 83(1986) POSITION- 26 26 04.44   (N) 081 55 04.68   (W)   HD_HELD1
 DN3727* NAVD 88 ORTHO HEIGHT -     2.060 (meters)        6.76  (feet) ADJUSTED
 DN3727  ______________________________________________________________________
 DN3727  GEOID HEIGHT    -        -23.877 (meters)                     GEOID18
 DN3727  DYNAMIC HEIGHT  -          2.057 (meters)        6.75  (feet) COMP
 DN3727  MODELED GRAVITY -    979,061.8   (mgal)                       NAVD 88
 DN3727
 DN3727  VERT ORDER      -  FIRST     CLASS I
 DN3727
 DN3727.The horizontal coordinates were determined by differentially corrected
 DN3727.hand held GPS observations or other comparable positioning techniques
 DN3727.and have an estimated accuracy of +/- 3 meters.
 DN3727
 DN3727.The orthometric height was determined by differential leveling and
 DN3727.adjusted by the NATIONAL GEODETIC SURVEY
 DN3727.in October 2019.
 DN3727
 DN3727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3727.GEOID18 height accuracy estimate available here.
 DN3727
 DN3727.Click photographs - Photos may exist for this station.
 DN3727
 DN3727.The dynamic height is computed by dividing the NAVD 88
 DN3727.geopotential number by the normal gravity value computed on the
 DN3727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3727.degrees latitude (g = 980.6199 gals.).
 DN3727
 DN3727.The modeled gravity was interpolated from observed gravity values.
 DN3727
 DN3727;                    North         East    Units  Estimated Accuracy
 DN3727;SPC FL W     -   232,760.8     208,182.1     MT  (+/- 3 meters HH1 GPS) 
 DN3727
 DN3727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0847024137(NAD 83)
 DN3727
 DN3727                          SUPERSEDED SURVEY CONTROL
 DN3727
 DN3727  NAVD 88 (05/07/13)    2.059  (m)            6.76   (f) SUPERSEDED  1 2
 DN3727
 DN3727.Superseded values are not recommended for survey control.
 DN3727
 DN3727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3727.See file dsdata.pdf to determine how the superseded data were derived.
 DN3727
 DN3727_MARKER: DD = SURVEY DISK
 DN3727_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DN3727_SP_SET: SEWER SLAB
 DN3727_STAMPING: 5351 E 2008
 DN3727_MARK LOGO: FLDEP
 DN3727_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3727_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DN3727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3727+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2019
 DN3727
 DN3727  HISTORY     - Date     Condition        Report By
 DN3727  HISTORY     - 20080921 MONUMENTED       FLDEP
 DN3727  HISTORY     - 20160106 GOOD             GEOCAC
 DN3727  HISTORY     - 20190716 GOOD             CARDNO
 DN3727
 DN3727                          STATION DESCRIPTION
 DN3727
 DN3727'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3727'THE MARK IS ABOUT 6.9 MI (11.1 KM) WEST OF ESTERO, 6.5 MI (10.5 KM)
 DN3727'EAST OF SANIBEL, 2.2 MI (3.5 KM) EAST-SOUTHEAST OF FORT MYERS BEACH,
 DN3727'IN SECTION 28, TOWNSHIP 46 SOUTH, RANGE 24 EAST.
 DN3727'
 DN3727'TO REACH THE MARK FROM THE POST OFFICE ON CAROLINA AVENUE IN FORT
 DN3727'MYERS BEACH, GO SOUTH ON CAROLINA AVENUE FOR 0.05 MI (0.1 KM) TO THE
 DN3727'JUNCTION OF ESTERO BOULEVARD SOUTH (STATE HIGHWAY 865 SOUTH).  TURN
 DN3727'LEFT ON ESTERO BOULEVARD SOUTH (STATE HIGHWAY 865 SOUTH) AND GO
 DN3727'SOUTHEAST FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF WILLIAMS DRIVE ON THE
 DN3727'LEFT AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE
 DN3727'SEWER SLAB AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF WILLIAMS DRIVE.
 DN3727'LOCATED 87.4 FT (26.6 M) NORTHEAST OF THE CENTERLINE OF ESTERO
 DN3727'BOULEVARD, 56.4 FT (17.2 M) SOUTHWEST OF THE CENTERLINE OF COMPASS
 DN3727'LANE, 38.2 FT (11.6 M) NORTHWEST OF THE CENTERLINE OF WILLIAMS DRIVE,
 DN3727'16.5 FT (5.0 M) SOUTHWEST OF A CONCRETE POWER POLE NUMBER 55502337001
 DN3727'WITH TWO TRANSFORMERS, 13.3 FT (4.1 M) NORTHEAST OF THE SOUTHEAST
 DN3727'CORNER OF A 10.0 FT (3.0 M) TALL CHAIN LINK FENCE AROUND A TENNIS
 DN3727'COURT AND 0.8 FT (24 CM) NORTHEAST OF THE SOUTHWEST CORNER OF A
 DN3727'CONCRETE SEWER SLAB.
 DN3727
 DN3727                          STATION RECOVERY (2016)
 DN3727
 DN3727'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 DN3727'RECOVERED IN GOOD CONDITION.
 DN3727
 DN3727                          STATION RECOVERY (2019)
 DN3727
 DN3727'RECOVERY NOTE BY CARDNO INC 2019 (SU)
 DN3727'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7863 ***********************************************************************
 AD7863  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7863  DESIGNATION -  872 5351 TIDAL 1
 AD7863  PID         -  AD7863
 AD7863  STATE/COUNTY-  FL/LEE
 AD7863  COUNTRY     -  US
 AD7863  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7863
 AD7863                         *CURRENT SURVEY CONTROL
 AD7863  ______________________________________________________________________
 AD7863* NAD 83(1986) POSITION- 26 26 18.     (N) 081 55 07.     (W)   SCALED
 AD7863* NAVD 88 ORTHO HEIGHT -     0.682 (meters)        2.24  (feet) POSTED
 AD7863  ______________________________________________________________________
 AD7863  GEOID HEIGHT    -        -23.881 (meters)                     GEOID18
 AD7863  DYNAMIC HEIGHT  -          0.68  (meters)        2.2   (feet) COMP
 AD7863  MODELED GRAVITY -    979,062.2   (mgal)                       NAVD 88
 AD7863
 AD7863  VERT ORDER      -  * POSTED, SEE BELOW
 AD7863
 AD7863.The horizontal coordinates were scaled from a map and have
 AD7863.an estimated accuracy of +/- 6 seconds.
 AD7863
 AD7863.The orthometric height was determined by differential leveling
 AD7863.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7863
 AD7863.* This is a POSTED BENCH MARK height.
 AD7863
 AD7863.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7863.GEOID18 height accuracy estimate available here.
 AD7863
 AD7863.This Tidal Bench Mark is designated as VM 7288
 AD7863.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7863
 AD7863.Click photographs - Photos may exist for this station.
 AD7863
 AD7863.The dynamic height is computed by dividing the NAVD 88
 AD7863.geopotential number by the normal gravity value computed on the
 AD7863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7863.degrees latitude (g = 980.6199 gals.).
 AD7863
 AD7863.The modeled gravity was interpolated from observed gravity values.
 AD7863
 AD7863;                    North         East    Units  Estimated Accuracy
 AD7863;SPC FL W     -   233,180.      208,120.      MT  (+/- 180 meters Scaled)
 AD7863
 AD7863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK084245(NAD 83)
 AD7863
 AD7863                          SUPERSEDED SURVEY CONTROL
 AD7863
 AD7863  NGVD 29 (09/01/92)    1.044  (m)            3.43   (f) ADJUSTED    2 1
 AD7863
 AD7863.Superseded values are not recommended for survey control.
 AD7863
 AD7863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7863.See file dsdata.pdf to determine how the superseded data were derived.
 AD7863
 AD7863_MARKER: DJ = TIDAL STATION DISK
 AD7863_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7863_SP_SET: SEAWALL
 AD7863_STAMPING: NO 1 1973
 AD7863_MARK LOGO: NOS
 AD7863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7863+STABILITY: SURFACE MOTION
 AD7863
 AD7863  HISTORY     - Date     Condition        Report By
 AD7863  HISTORY     - 1973     MONUMENTED       NOS
 AD7863  HISTORY     - 1984     GOOD             FLDNR
 AD7863  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7863  HISTORY     - 19980216 MARK NOT FOUND   USPSQD
 AD7863  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 AD7863
 AD7863                          STATION DESCRIPTION
 AD7863
 AD7863'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7863'2.35 MI SE FROM FORT MYERS BEACH.
 AD7863'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7863'MYERS BEACH, GO 2.35 MILES SOUTHEAST ON STATE ROAD 865 TO THE MID
 AD7863'ISLAND MARINA (NOW CLOSED) AND THE MARK.  THE MARK IS SET IN THE
 AD7863'SEAWALL SOUTHEAST OF THE MARINA, 73.7 FEET SOUTHEAST OF A BEND IN THE
 AD7863'SEAWALL NORTH OF THE DOCK FOR THE UTLEY RESIDENCE, AND 7O.5 FEET
 AD7863'SOUTHEAST OF TIDAL BENCH MARK NO 2 1973.
 AD7863
 AD7863                          STATION RECOVERY (1996)
 AD7863
 AD7863'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7863'MARK NOT FOUND.
 AD7863
 AD7863                          STATION RECOVERY (1998)
 AD7863
 AD7863'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7863'MARK NOT FOUND.
 AD7863
 AD7863                          STATION RECOVERY (2004)
 AD7863
 AD7863'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7863'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7864 ***********************************************************************
 AD7864  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7864  DESIGNATION -  872 5351 TIDAL 2
 AD7864  PID         -  AD7864
 AD7864  STATE/COUNTY-  FL/LEE
 AD7864  COUNTRY     -  US
 AD7864  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7864
 AD7864                         *CURRENT SURVEY CONTROL
 AD7864  ______________________________________________________________________
 AD7864* NAD 83(1986) POSITION- 26 26 18.     (N) 081 55 07.     (W)   SCALED
 AD7864* NAVD 88 ORTHO HEIGHT -     0.689 (meters)        2.26  (feet) POSTED
 AD7864  ______________________________________________________________________
 AD7864  GEOID HEIGHT    -        -23.881 (meters)                     GEOID18
 AD7864  DYNAMIC HEIGHT  -          0.69  (meters)        2.3   (feet) COMP
 AD7864  MODELED GRAVITY -    979,062.2   (mgal)                       NAVD 88
 AD7864
 AD7864  VERT ORDER      -  * POSTED, SEE BELOW
 AD7864
 AD7864.The horizontal coordinates were scaled from a map and have
 AD7864.an estimated accuracy of +/- 6 seconds.
 AD7864
 AD7864.The orthometric height was determined by differential leveling
 AD7864.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7864
 AD7864.* This is a POSTED BENCH MARK height.
 AD7864
 AD7864.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7864.GEOID18 height accuracy estimate available here.
 AD7864
 AD7864.This Tidal Bench Mark is designated as VM 7289
 AD7864.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7864
 AD7864.Click photographs - Photos may exist for this station.
 AD7864
 AD7864.The dynamic height is computed by dividing the NAVD 88
 AD7864.geopotential number by the normal gravity value computed on the
 AD7864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7864.degrees latitude (g = 980.6199 gals.).
 AD7864
 AD7864.The modeled gravity was interpolated from observed gravity values.
 AD7864
 AD7864;                    North         East    Units  Estimated Accuracy
 AD7864;SPC FL W     -   233,180.      208,120.      MT  (+/- 180 meters Scaled)
 AD7864
 AD7864_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK084245(NAD 83)
 AD7864
 AD7864                          SUPERSEDED SURVEY CONTROL
 AD7864
 AD7864  NGVD 29 (09/01/92)    1.052  (m)            3.45   (f) ADJUSTED    2 1
 AD7864
 AD7864.Superseded values are not recommended for survey control.
 AD7864
 AD7864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7864.See file dsdata.pdf to determine how the superseded data were derived.
 AD7864
 AD7864_MARKER: DJ = TIDAL STATION DISK
 AD7864_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7864_SP_SET: SEAWALL
 AD7864_STAMPING: NO 2 1973
 AD7864_MARK LOGO: NOS
 AD7864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7864+STABILITY: SURFACE MOTION
 AD7864
 AD7864  HISTORY     - Date     Condition        Report By
 AD7864  HISTORY     - 1973     MONUMENTED       NOS
 AD7864  HISTORY     - 1984     GOOD             FLDNR
 AD7864  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7864  HISTORY     - 19980216 MARK NOT FOUND   USPSQD
 AD7864  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 AD7864
 AD7864                          STATION DESCRIPTION
 AD7864
 AD7864'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7864'2.35 MI SE FROM FORT MYERS BEACH.
 AD7864'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7864'MYERS BEACH, GO 2.35 MILES SOUTHEAST ON STATE ROAD 865 TO THE MID
 AD7864'ISLAND MARINA (NOW CLOSED) AND THE MARK.  THE MARK IS SET IN THE
 AD7864'MARINA SEAWALL AT THE SOUTHEAST CORNER OF THE MARINA, 23.4 FEET
 AD7864'SOUTHEAST OF THE CURBING AT THE BOAT RAMP, 70.5 FEET NORTHWEST OF
 AD7864'TIDAL BENCH MARK NO 1 1973, AND 58.5 FEET SOUTHEAST OF TIDAL BENCH
 AD7864'MARK NO 3 1973.
 AD7864
 AD7864                          STATION RECOVERY (1996)
 AD7864
 AD7864'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7864'MARK NOT FOUND.
 AD7864
 AD7864                          STATION RECOVERY (1998)
 AD7864
 AD7864'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7864'MARK NOT FOUND.
 AD7864
 AD7864                          STATION RECOVERY (2004)
 AD7864
 AD7864'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7864'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7865 ***********************************************************************
 AD7865  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7865  DESIGNATION -  872 5351 TIDAL 3
 AD7865  PID         -  AD7865
 AD7865  STATE/COUNTY-  FL/LEE
 AD7865  COUNTRY     -  US
 AD7865  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7865
 AD7865                         *CURRENT SURVEY CONTROL
 AD7865  ______________________________________________________________________
 AD7865* NAD 83(1986) POSITION- 26 26 18.     (N) 081 55 07.     (W)   SCALED
 AD7865* NAVD 88 ORTHO HEIGHT -     0.699 (meters)        2.29  (feet) POSTED
 AD7865  ______________________________________________________________________
 AD7865  GEOID HEIGHT    -        -23.881 (meters)                     GEOID18
 AD7865  DYNAMIC HEIGHT  -          0.70  (meters)        2.3   (feet) COMP
 AD7865  MODELED GRAVITY -    979,062.2   (mgal)                       NAVD 88
 AD7865
 AD7865  VERT ORDER      -  * POSTED, SEE BELOW
 AD7865
 AD7865.The horizontal coordinates were scaled from a map and have
 AD7865.an estimated accuracy of +/- 6 seconds.
 AD7865
 AD7865.The orthometric height was determined by differential leveling
 AD7865.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7865
 AD7865.* This is a POSTED BENCH MARK height.
 AD7865
 AD7865.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7865.GEOID18 height accuracy estimate available here.
 AD7865
 AD7865.This Tidal Bench Mark is designated as VM 7290
 AD7865.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7865
 AD7865.Click photographs - Photos may exist for this station.
 AD7865
 AD7865.The dynamic height is computed by dividing the NAVD 88
 AD7865.geopotential number by the normal gravity value computed on the
 AD7865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7865.degrees latitude (g = 980.6199 gals.).
 AD7865
 AD7865.The modeled gravity was interpolated from observed gravity values.
 AD7865
 AD7865;                    North         East    Units  Estimated Accuracy
 AD7865;SPC FL W     -   233,180.      208,120.      MT  (+/- 180 meters Scaled)
 AD7865
 AD7865_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK084245(NAD 83)
 AD7865
 AD7865                          SUPERSEDED SURVEY CONTROL
 AD7865
 AD7865  NGVD 29 (09/01/92)    1.062  (m)            3.48   (f) ADJUSTED    2 1
 AD7865
 AD7865.Superseded values are not recommended for survey control.
 AD7865
 AD7865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7865.See file dsdata.pdf to determine how the superseded data were derived.
 AD7865
 AD7865_MARKER: DJ = TIDAL STATION DISK
 AD7865_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7865_SP_SET: SEAWALL
 AD7865_STAMPING: NO 3 1973
 AD7865_MARK LOGO: NOS
 AD7865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7865+STABILITY: SURFACE MOTION
 AD7865
 AD7865  HISTORY     - Date     Condition        Report By
 AD7865  HISTORY     - 1973     MONUMENTED       NOS
 AD7865  HISTORY     - 1984     GOOD             FLDNR
 AD7865  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7865  HISTORY     - 19980216 GOOD             USPSQD
 AD7865  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 AD7865
 AD7865                          STATION DESCRIPTION
 AD7865
 AD7865'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7865'2.35 MI SE FROM FORT MYERS BEACH.
 AD7865'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7865'MYERS BEACH, GO 2.35 MILES SOUTHEAST ON STATE ROAD 865 TO THE MID
 AD7865'ISLAND MARINA (NOW CLOSED) AND THE MARK.  THE MARK IS SET IN THE
 AD7865'MARINA SEAWALL ADJACENT TO THE GAS PUMPS, 11 FEET NORTHWEST OF THE
 AD7865'BOAT LAUNCH, AND 58.5 FEET NORTHWEST OF TIDAL BENCH MARK NO 2 1973.
 AD7865
 AD7865                          STATION RECOVERY (1996)
 AD7865
 AD7865'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7865'MARK NOT FOUND.
 AD7865
 AD7865                          STATION RECOVERY (1998)
 AD7865
 AD7865'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7865'RECOVERED IN GOOD CONDITION.
 AD7865
 AD7865                          STATION RECOVERY (2004)
 AD7865
 AD7865'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7865'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7866 ***********************************************************************
 AD7866  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7866  DESIGNATION -  872 5351 TIDAL 4
 AD7866  PID         -  AD7866
 AD7866  STATE/COUNTY-  FL/LEE
 AD7866  COUNTRY     -  US
 AD7866  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7866
 AD7866                         *CURRENT SURVEY CONTROL
 AD7866  ______________________________________________________________________
 AD7866* NAD 83(1986) POSITION- 26 26 18.     (N) 081 55 07.     (W)   SCALED
 AD7866* NAVD 88 ORTHO HEIGHT -     0.705 (meters)        2.31  (feet) POSTED
 AD7866  ______________________________________________________________________
 AD7866  GEOID HEIGHT    -        -23.881 (meters)                     GEOID18
 AD7866  DYNAMIC HEIGHT  -          0.70  (meters)        2.3   (feet) COMP
 AD7866  MODELED GRAVITY -    979,062.2   (mgal)                       NAVD 88
 AD7866
 AD7866  VERT ORDER      -  * POSTED, SEE BELOW
 AD7866
 AD7866.The horizontal coordinates were scaled from a map and have
 AD7866.an estimated accuracy of +/- 6 seconds.
 AD7866
 AD7866.The orthometric height was determined by differential leveling
 AD7866.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7866
 AD7866.* This is a POSTED BENCH MARK height.
 AD7866
 AD7866.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7866.GEOID18 height accuracy estimate available here.
 AD7866
 AD7866.This Tidal Bench Mark is designated as VM 7291
 AD7866.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7866
 AD7866.Click photographs - Photos may exist for this station.
 AD7866
 AD7866.The dynamic height is computed by dividing the NAVD 88
 AD7866.geopotential number by the normal gravity value computed on the
 AD7866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7866.degrees latitude (g = 980.6199 gals.).
 AD7866
 AD7866.The modeled gravity was interpolated from observed gravity values.
 AD7866
 AD7866;                    North         East    Units  Estimated Accuracy
 AD7866;SPC FL W     -   233,180.      208,120.      MT  (+/- 180 meters Scaled)
 AD7866
 AD7866_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK084245(NAD 83)
 AD7866
 AD7866                          SUPERSEDED SURVEY CONTROL
 AD7866
 AD7866  NGVD 29 (09/01/92)    1.067  (m)            3.50   (f) ADJUSTED    2 1
 AD7866
 AD7866.Superseded values are not recommended for survey control.
 AD7866
 AD7866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7866.See file dsdata.pdf to determine how the superseded data were derived.
 AD7866
 AD7866_MARKER: DJ = TIDAL STATION DISK
 AD7866_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7866_SP_SET: SEAWALL
 AD7866_STAMPING: NO 4 1973
 AD7866_MARK LOGO: NOS
 AD7866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7866+STABILITY: SURFACE MOTION
 AD7866
 AD7866  HISTORY     - Date     Condition        Report By
 AD7866  HISTORY     - 1973     MONUMENTED       NOS
 AD7866  HISTORY     - 1984     GOOD             FLDNR
 AD7866  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7866  HISTORY     - 19980216 GOOD             USPSQD
 AD7866  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 AD7866
 AD7866                          STATION DESCRIPTION
 AD7866
 AD7866'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7866'2.35 MI SE FROM FORT MYERS BEACH.
 AD7866'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7866'MYERS BEACH, GO 2.35 MILES SOUTHEAST ON STATE ROAD 865 TO THE MID
 AD7866'ISLAND MARINA (NOW CLOSED) AND THE MARK.  THE MARK IS SET IN THE
 AD7866'MARINA SEAWALL, 73.3 FEET SOUTHEAST OF THE NORTHWEST END OF THE
 AD7866'SEAWALL, AND 71.3 FEET NORTH OF THE BOAT LAUNCH.
 AD7866
 AD7866                          STATION RECOVERY (1996)
 AD7866
 AD7866'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7866'MARK NOT FOUND.
 AD7866
 AD7866                          STATION RECOVERY (1998)
 AD7866
 AD7866'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7866'RECOVERED IN GOOD CONDITION.
 AD7866
 AD7866                          STATION RECOVERY (2004)
 AD7866
 AD7866'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7866'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7867 ***********************************************************************
 AD7867  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7867  DESIGNATION -  872 5351 TIDAL 5
 AD7867  PID         -  AD7867
 AD7867  STATE/COUNTY-  FL/LEE
 AD7867  COUNTRY     -  US
 AD7867  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7867
 AD7867                         *CURRENT SURVEY CONTROL
 AD7867  ______________________________________________________________________
 AD7867* NAD 83(1986) POSITION- 26 26 18.     (N) 081 55 07.     (W)   SCALED
 AD7867* NAVD 88 ORTHO HEIGHT -     1.051 (meters)        3.45  (feet) POSTED
 AD7867  ______________________________________________________________________
 AD7867  GEOID HEIGHT    -        -23.881 (meters)                     GEOID18
 AD7867  DYNAMIC HEIGHT  -          1.05  (meters)        3.4   (feet) COMP
 AD7867  MODELED GRAVITY -    979,062.2   (mgal)                       NAVD 88
 AD7867
 AD7867  VERT ORDER      -  * POSTED, SEE BELOW
 AD7867
 AD7867.The horizontal coordinates were scaled from a map and have
 AD7867.an estimated accuracy of +/- 6 seconds.
 AD7867
 AD7867.The orthometric height was determined by differential leveling
 AD7867.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7867
 AD7867.* This is a POSTED BENCH MARK height.
 AD7867
 AD7867.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7867.GEOID18 height accuracy estimate available here.
 AD7867
 AD7867.This Tidal Bench Mark is designated as VM 7292
 AD7867.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7867
 AD7867.Click photographs - Photos may exist for this station.
 AD7867
 AD7867.The dynamic height is computed by dividing the NAVD 88
 AD7867.geopotential number by the normal gravity value computed on the
 AD7867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7867.degrees latitude (g = 980.6199 gals.).
 AD7867
 AD7867.The modeled gravity was interpolated from observed gravity values.
 AD7867
 AD7867;                    North         East    Units  Estimated Accuracy
 AD7867;SPC FL W     -   233,180.      208,120.      MT  (+/- 180 meters Scaled)
 AD7867
 AD7867_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK084245(NAD 83)
 AD7867
 AD7867                          SUPERSEDED SURVEY CONTROL
 AD7867
 AD7867  NGVD 29 (09/01/92)    1.414  (m)            4.64   (f) ADJUSTED    2 1
 AD7867
 AD7867.Superseded values are not recommended for survey control.
 AD7867
 AD7867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7867.See file dsdata.pdf to determine how the superseded data were derived.
 AD7867
 AD7867_MARKER: DJ = TIDAL STATION DISK
 AD7867_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD7867_SP_SET: PLATFORM
 AD7867_STAMPING: NO 5 1973
 AD7867_MARK LOGO: NOS
 AD7867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7867
 AD7867  HISTORY     - Date     Condition        Report By
 AD7867  HISTORY     - 1973     MONUMENTED       NOS
 AD7867  HISTORY     - 1984     GOOD             FLDNR
 AD7867  HISTORY     - 19961203 GOOD             USPSQD
 AD7867  HISTORY     - 19980216 GOOD             USPSQD
 AD7867  HISTORY     - 20040326 MARK NOT FOUND   USPSQD
 AD7867
 AD7867                          STATION DESCRIPTION
 AD7867
 AD7867'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7867'2.35 MI SE FROM FORT MYERS BEACH.
 AD7867'BEGIN AT THE JUNCTION OF FIRST STREET WITH STATE ROAD 865 IN FORT
 AD7867'MYERS BEACH, GO 2.35 MILES SOUTHEAST ON STATE ROAD 865 TO THE MID
 AD7867'ISLAND MARINA (NOW CLOSED) AND THE MARK.  THE MARK IS SET IN THE TOP
 AD7867'OF A CONCRETE PLATFORM AT THE NORTH CORNER OF THE MARINA BUILDING,
 AD7867'10.2 FEET SOUTHWEST OF THE NORTH CORNER OF THE PLATFORM.
 AD7867
 AD7867                          STATION RECOVERY (1996)
 AD7867
 AD7867'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7867'RECOVERED IN GOOD CONDITION.
 AD7867
 AD7867                          STATION RECOVERY (1998)
 AD7867
 AD7867'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7867'RECOVERED IN GOOD CONDITION.
 AD7867
 AD7867                          STATION RECOVERY (2004)
 AD7867
 AD7867'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7867'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9345 ***********************************************************************
 AG9345  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9345  DESIGNATION -  872 5362 B
 AG9345  PID         -  AG9345
 AG9345  STATE/COUNTY-  FL/LEE
 AG9345  COUNTRY     -  US
 AG9345  USGS QUAD   -  SANIBEL (2018)
 AG9345
 AG9345                         *CURRENT SURVEY CONTROL
 AG9345  ______________________________________________________________________
 AG9345* NAD 83(1986) POSITION- 26 26 33.     (N) 082 04 57.     (W)   SCALED
 AG9345* NAVD 88 ORTHO HEIGHT -     0.573 (meters)        1.88  (feet) POSTED
 AG9345  ______________________________________________________________________
 AG9345  GEOID HEIGHT    -        -23.566 (meters)                     GEOID18
 AG9345  DYNAMIC HEIGHT  -          0.57  (meters)        1.9   (feet) COMP
 AG9345  MODELED GRAVITY -    979,075.1   (mgal)                       NAVD 88
 AG9345
 AG9345  VERT ORDER      -  * POSTED, SEE BELOW
 AG9345
 AG9345.The horizontal coordinates were scaled from a map and have
 AG9345.an estimated accuracy of +/- 6 seconds.
 AG9345
 AG9345.The orthometric height was determined by differential leveling
 AG9345.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AG9345
 AG9345.* This is a POSTED BENCH MARK height.
 AG9345
 AG9345.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9345.GEOID18 height accuracy estimate available here.
 AG9345
 AG9345.This Tidal Bench Mark is designated as VM 7294
 AG9345.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9345
 AG9345.Click photographs - Photos may exist for this station.
 AG9345
 AG9345.The dynamic height is computed by dividing the NAVD 88
 AG9345.geopotential number by the normal gravity value computed on the
 AG9345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9345.degrees latitude (g = 980.6199 gals.).
 AG9345
 AG9345.The modeled gravity was interpolated from observed gravity values.
 AG9345
 AG9345;                    North         East    Units  Estimated Accuracy
 AG9345;SPC FL W     -   233,640.      191,770.      MT  (+/- 180 meters Scaled)
 AG9345
 AG9345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK920251(NAD 83)
 AG9345
 AG9345                          SUPERSEDED SURVEY CONTROL
 AG9345
 AG9345  NGVD 29 (09/01/92)    0.934  (m)            3.06   (f) ADJUSTED    2 1
 AG9345
 AG9345.Superseded values are not recommended for survey control.
 AG9345
 AG9345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9345.See file dsdata.pdf to determine how the superseded data were derived.
 AG9345
 AG9345_MARKER: DJ = TIDAL STATION DISK
 AG9345_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG9345_SP_SET: WALKWAY
 AG9345_STAMPING: 5362 B 1977
 AG9345_MARK LOGO: NOS
 AG9345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9345
 AG9345  HISTORY     - Date     Condition        Report By
 AG9345  HISTORY     - 1977     MONUMENTED       NOS
 AG9345  HISTORY     - 1984     GOOD             FLDNR
 AG9345  HISTORY     - 19960118 MARK NOT FOUND   USPSQD
 AG9345  HISTORY     - 20081031 MARK NOT FOUND   FLDEP
 AG9345  HISTORY     - 20151122 MARK NOT FOUND   INDIV
 AG9345
 AG9345                          STATION DESCRIPTION
 AG9345
 AG9345'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9345'0.6 MI NW FROM SANIBEL.
 AG9345'BEGIN AT THE SANIBEL ISLAND FIRE DEPARTMENT AND POLICE STATION, GO
 AG9345'0.2 MILE WEST ON PALM RIDGE ROAD TO THE INTERSECTION OF TARPON BAY
 AG9345'ROAD, GO 0.4 MILE NORTH AND WEST ON TARPON BAY ROAD TO THE TARPON BAY
 AG9345'MARINA AND THE MARK.  THE MARK BEARS 25 FEET WEST-NORTHWEST OF THE
 AG9345'NORTHWEST CORNER OF THE BAIT AND TACKLE SHOP, 22 FEET SOUTH-SOUTHEAST
 AG9345'OF THE NORTHEAST CORNER OF THE GIFT SHOP, 3.5 FEET EAST OF THE GIFT
 AG9345'SHOP WALL, AND IS SET IN THE WALKWAY.
 AG9345
 AG9345                          STATION RECOVERY (1996)
 AG9345
 AG9345'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG9345'MARK NOT FOUND.
 AG9345
 AG9345                          STATION RECOVERY (2008)
 AG9345
 AG9345'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG9345'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 AG9345'MARK.
 AG9345
 AG9345                          STATION RECOVERY (2015)
 AG9345
 AG9345'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (KW)
 AG9345'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9346 ***********************************************************************
 AG9346  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9346  DESIGNATION -  872 5362 C
 AG9346  PID         -  AG9346
 AG9346  STATE/COUNTY-  FL/LEE
 AG9346  COUNTRY     -  US
 AG9346  USGS QUAD   -  SANIBEL (2018)
 AG9346
 AG9346                         *CURRENT SURVEY CONTROL
 AG9346  ______________________________________________________________________
 AG9346* NAD 83(1986) POSITION- 26 26 34.     (N) 082 04 57.     (W)   SCALED
 AG9346* NAVD 88 ORTHO HEIGHT -     0.566 (meters)        1.86  (feet) POSTED
 AG9346  ______________________________________________________________________
 AG9346  GEOID HEIGHT    -        -23.566 (meters)                     GEOID18
 AG9346  DYNAMIC HEIGHT  -          0.57  (meters)        1.9   (feet) COMP
 AG9346  MODELED GRAVITY -    979,075.1   (mgal)                       NAVD 88
 AG9346
 AG9346  VERT ORDER      -  * POSTED, SEE BELOW
 AG9346
 AG9346.The horizontal coordinates were scaled from a map and have
 AG9346.an estimated accuracy of +/- 6 seconds.
 AG9346
 AG9346.The orthometric height was determined by differential leveling
 AG9346.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AG9346
 AG9346.* This is a POSTED BENCH MARK height.
 AG9346
 AG9346.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9346.GEOID18 height accuracy estimate available here.
 AG9346
 AG9346.This Tidal Bench Mark is designated as VM 7295
 AG9346.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9346
 AG9346.Click photographs - Photos may exist for this station.
 AG9346
 AG9346.The dynamic height is computed by dividing the NAVD 88
 AG9346.geopotential number by the normal gravity value computed on the
 AG9346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9346.degrees latitude (g = 980.6199 gals.).
 AG9346
 AG9346.The modeled gravity was interpolated from observed gravity values.
 AG9346
 AG9346;                    North         East    Units  Estimated Accuracy
 AG9346;SPC FL W     -   233,670.      191,770.      MT  (+/- 180 meters Scaled)
 AG9346
 AG9346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK920251(NAD 83)
 AG9346
 AG9346                          SUPERSEDED SURVEY CONTROL
 AG9346
 AG9346  NGVD 29 (09/01/92)    0.927  (m)            3.04   (f) ADJUSTED    2 1
 AG9346
 AG9346.Superseded values are not recommended for survey control.
 AG9346
 AG9346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9346.See file dsdata.pdf to determine how the superseded data were derived.
 AG9346
 AG9346_MARKER: DJ = TIDAL STATION DISK
 AG9346_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9346_SP_SET: SEAWALL
 AG9346_STAMPING: 5362 C 1977
 AG9346_MARK LOGO: NOS
 AG9346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9346+STABILITY: SURFACE MOTION
 AG9346
 AG9346  HISTORY     - Date     Condition        Report By
 AG9346  HISTORY     - 1977     MONUMENTED       NOS
 AG9346  HISTORY     - 1984     GOOD             FLDNR
 AG9346  HISTORY     - 19960314 MARK NOT FOUND   USPSQD
 AG9346  HISTORY     - 20081031 MARK NOT FOUND   FLDEP
 AG9346  HISTORY     - 20151122 MARK NOT FOUND   INDIV
 AG9346
 AG9346                          STATION DESCRIPTION
 AG9346
 AG9346'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9346'0.6 MI NW FROM SANIBEL.
 AG9346'BEGIN AT THE SANIBEL ISLAND FIRE DEPARTMENT AND POLICE STATION, GO
 AG9346'0.2 MILE WEST ON PALM RIDGE ROAD TO THE INTERSECTION OF TARPON BAY
 AG9346'ROAD, GO 0.4 MILE NORTH AND WEST ON TARPON BAY ROAD TO THE TARPON BAY
 AG9346'MARINA AND THE MARK.  THE MARK BEARS WEST OF THE NORTHWEST CORNER OF
 AG9346'THE NORTHERNMOST CORNER OF THE SEAWALL.
 AG9346
 AG9346                          STATION RECOVERY (1996)
 AG9346
 AG9346'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG9346'MARK NOT FOUND.
 AG9346
 AG9346                          STATION RECOVERY (2008)
 AG9346
 AG9346'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG9346'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 AG9346'MARK.
 AG9346
 AG9346                          STATION RECOVERY (2015)
 AG9346
 AG9346'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (KW)
 AG9346'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9347 ***********************************************************************
 AG9347  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9347  DESIGNATION -  872 5362 E
 AG9347  PID         -  AG9347
 AG9347  STATE/COUNTY-  FL/LEE
 AG9347  COUNTRY     -  US
 AG9347  USGS QUAD   -  SANIBEL (2018)
 AG9347
 AG9347                         *CURRENT SURVEY CONTROL
 AG9347  ______________________________________________________________________
 AG9347* NAD 83(1986) POSITION- 26 26 32.67   (N) 082 04 58.29   (W)   HD_HELD1
 AG9347* NAVD 88 ORTHO HEIGHT -     0.569 (meters)        1.87  (feet) ADJUSTED
 AG9347  ______________________________________________________________________
 AG9347  GEOID HEIGHT    -        -23.565 (meters)                     GEOID18
 AG9347  DYNAMIC HEIGHT  -          0.569 (meters)        1.87  (feet) COMP
 AG9347  MODELED GRAVITY -    979,075.1   (mgal)                       NAVD 88
 AG9347
 AG9347  VERT ORDER      -  SECOND    CLASS I
 AG9347
 AG9347.The horizontal coordinates were determined by differentially corrected
 AG9347.hand held GPS observations or other comparable positioning techniques
 AG9347.and have an estimated accuracy of +/- 3 meters.
 AG9347
 AG9347.The orthometric height was determined by differential leveling and
 AG9347.adjusted by the NATIONAL GEODETIC SURVEY
 AG9347.in July 2010.
 AG9347
 AG9347.No vertical observational check was made to the station.
 AG9347
 AG9347.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9347.GEOID18 height accuracy estimate available here.
 AG9347
 AG9347.This Tidal Bench Mark is designated as VM 7296
 AG9347.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9347
 AG9347.Click photographs - Photos may exist for this station.
 AG9347
 AG9347.The dynamic height is computed by dividing the NAVD 88
 AG9347.geopotential number by the normal gravity value computed on the
 AG9347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9347.degrees latitude (g = 980.6199 gals.).
 AG9347
 AG9347.The modeled gravity was interpolated from observed gravity values.
 AG9347
 AG9347;                    North         East    Units  Estimated Accuracy
 AG9347;SPC FL W     -   233,629.7     191,736.2     MT  (+/- 3 meters HH1 GPS) 
 AG9347
 AG9347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9203525133(NAD 83)
 AG9347
 AG9347                          SUPERSEDED SURVEY CONTROL
 AG9347
 AG9347  NAVD 88 (??/??/92)    0.577  (m)            1.89   (f) SUPERSEDED  3 0
 AG9347  NGVD 29 (09/01/92)    0.938  (m)            3.08   (f) ADJUSTED    2 1
 AG9347
 AG9347.Superseded values are not recommended for survey control.
 AG9347
 AG9347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9347.See file dsdata.pdf to determine how the superseded data were derived.
 AG9347
 AG9347_MARKER: DJ = TIDAL STATION DISK
 AG9347_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9347_SP_SET: SEAWALL
 AG9347_STAMPING: 5362 E 1977
 AG9347_MARK LOGO: NOS
 AG9347_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9347+STABILITY: SURFACE MOTION
 AG9347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9347+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2016
 AG9347
 AG9347  HISTORY     - Date     Condition        Report By
 AG9347  HISTORY     - 1977     MONUMENTED       NOS
 AG9347  HISTORY     - 1984     GOOD             FLDNR
 AG9347  HISTORY     - 19960121 GOOD             USPSQD
 AG9347  HISTORY     - 20060209 GOOD             USPSQD
 AG9347  HISTORY     - 20081031 GOOD             FLDEP
 AG9347  HISTORY     - 20151222 GOOD             INDIV
 AG9347  HISTORY     - 20160116 GOOD             GEOCAC
 AG9347
 AG9347                          STATION DESCRIPTION
 AG9347
 AG9347'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9347'0.6 MI NW FROM SANIBEL.
 AG9347'BEGIN AT THE SANIBEL ISLAND FIRE DEPARTMENT AND POLICE STATION, GO
 AG9347'0.2 MILE WEST ON PALM RIDGE ROAD TO THE INTERSECTION OF TARPON BAY
 AG9347'ROAD, GO 0.4 MILE NORTH AND WEST ON TARPON BAY ROAD TO THE TARPON BAY
 AG9347'MARINA AND THE MARK.  THE MARK BEARS 38 FEET WEST OF THE SOUTHWEST
 AG9347'CORNER OF THE GIFT SHOP, 20 FEET EAST OF THE CENTERLINE OF THE BOAT
 AG9347'RAMP, AND 1 FOOT NORTH OF THE SOUTH END OF THE SEAWALL.
 AG9347
 AG9347                          STATION RECOVERY (1996)
 AG9347
 AG9347'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG9347'RECOVERED IN GOOD CONDITION.
 AG9347
 AG9347                          STATION RECOVERY (2006)
 AG9347
 AG9347'RECOVERY NOTE BY US POWER SQUADRON 2006 (EGH)
 AG9347'STAMPING IS WORN OFF AND VERY DIFFICULT TO READ
 AG9347
 AG9347                          STATION RECOVERY (2008)
 AG9347
 AG9347'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG9347'RECOVERED AS DESCRIBED.
 AG9347
 AG9347                          STATION RECOVERY (2015)
 AG9347
 AG9347'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (KW)
 AG9347'RECOVERED IN GOOD CONDITION.
 AG9347
 AG9347                          STATION RECOVERY (2016)
 AG9347
 AG9347'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AG9347'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9348 ***********************************************************************
 AG9348  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9348  DESIGNATION -  872 5362 F
 AG9348  PID         -  AG9348
 AG9348  STATE/COUNTY-  FL/LEE
 AG9348  COUNTRY     -  US
 AG9348  USGS QUAD   -  SANIBEL (2018)
 AG9348
 AG9348                         *CURRENT SURVEY CONTROL
 AG9348  ______________________________________________________________________
 AG9348* NAD 83(1986) POSITION- 26 26 32.43   (N) 082 04 59.14   (W)   HD_HELD1
 AG9348* NAVD 88 ORTHO HEIGHT -     0.697 (meters)        2.29  (feet) ADJUSTED
 AG9348  ______________________________________________________________________
 AG9348  GEOID HEIGHT    -        -23.565 (meters)                     GEOID18
 AG9348  DYNAMIC HEIGHT  -          0.696 (meters)        2.28  (feet) COMP
 AG9348  MODELED GRAVITY -    979,075.1   (mgal)                       NAVD 88
 AG9348
 AG9348  VERT ORDER      -  SECOND    CLASS I
 AG9348
 AG9348.The horizontal coordinates were determined by differentially corrected
 AG9348.hand held GPS observations or other comparable positioning techniques
 AG9348.and have an estimated accuracy of +/- 3 meters.
 AG9348
 AG9348.The orthometric height was determined by differential leveling and
 AG9348.adjusted by the NATIONAL GEODETIC SURVEY
 AG9348.in July 2010.
 AG9348
 AG9348.No vertical observational check was made to the station.
 AG9348
 AG9348.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9348.GEOID18 height accuracy estimate available here.
 AG9348
 AG9348.This Tidal Bench Mark is designated as VM 7297
 AG9348.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9348
 AG9348.Click photographs - Photos may exist for this station.
 AG9348
 AG9348.The dynamic height is computed by dividing the NAVD 88
 AG9348.geopotential number by the normal gravity value computed on the
 AG9348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9348.degrees latitude (g = 980.6199 gals.).
 AG9348
 AG9348.The modeled gravity was interpolated from observed gravity values.
 AG9348
 AG9348;                    North         East    Units  Estimated Accuracy
 AG9348;SPC FL W     -   233,622.3     191,712.7     MT  (+/- 3 meters HH1 GPS) 
 AG9348
 AG9348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9201125126(NAD 83)
 AG9348
 AG9348                          SUPERSEDED SURVEY CONTROL
 AG9348
 AG9348  NAVD 88 (??/??/92)    0.698  (m)            2.29   (f) SUPERSEDED  3 0
 AG9348  NGVD 29 (09/01/92)    1.060  (m)            3.48   (f) ADJUSTED    2 1
 AG9348
 AG9348.Superseded values are not recommended for survey control.
 AG9348
 AG9348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9348.See file dsdata.pdf to determine how the superseded data were derived.
 AG9348
 AG9348_MARKER: DJ = TIDAL STATION DISK
 AG9348_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9348_SP_SET: SEAWALL
 AG9348_STAMPING: 5362 F 1977
 AG9348_MARK LOGO: NOS
 AG9348_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9348+STABILITY: SURFACE MOTION
 AG9348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9348+SATELLITE: SATELLITE OBSERVATIONS - January 16, 2016
 AG9348
 AG9348  HISTORY     - Date     Condition        Report By
 AG9348  HISTORY     - 1977     MONUMENTED       NOS
 AG9348  HISTORY     - 1984     GOOD             FLDNR
 AG9348  HISTORY     - 19960121 GOOD             USPSQD
 AG9348  HISTORY     - 20060209 GOOD             USPSQD
 AG9348  HISTORY     - 20081031 GOOD             FLDEP
 AG9348  HISTORY     - 20151222 GOOD             INDIV
 AG9348  HISTORY     - 20160116 GOOD             GEOCAC
 AG9348
 AG9348                          STATION DESCRIPTION
 AG9348
 AG9348'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9348'0.6 MI NW FROM SANIBEL.
 AG9348'BEGIN AT THE SANIBEL ISLAND FIRE DEPARTMENT AND POLICE STATION, GO
 AG9348'0.2 MILE WEST ON PALM RIDGE ROAD TO THE INTERSECTION OF TARPON BAY
 AG9348'ROAD, GO 0.4 MILE NORTH AND WEST ON TARPON BAY ROAD TO THE TARPON BAY
 AG9348'MARINA AND THE MARK.  THE MARK BEARS 18 FEET NORTH OF THE NORTHWEST
 AG9348'CORNER OF THE MARINA RESIDENCE, 11.5 FEET WEST OF THE EAST END OF THE
 AG9348'SEAWALL IN FRONT OF THE HOUSE, AND 60.5 FEET WEST OF THE CENTERLINE
 AG9348'OF THE BOAT RAMP.
 AG9348
 AG9348                          STATION RECOVERY (1996)
 AG9348
 AG9348'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG9348'RECOVERED IN GOOD CONDITION.
 AG9348
 AG9348                          STATION RECOVERY (2006)
 AG9348
 AG9348'RECOVERY NOTE BY US POWER SQUADRON 2006 (EGH)
 AG9348'STAMPING IS WORN OFF AND VERY DIFFICULT TO READ
 AG9348
 AG9348                          STATION RECOVERY (2008)
 AG9348
 AG9348'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG9348'RECOVERED IN GOOD CONDITION WITH THESE ADDITIONS, APPROXIMATELY 200.0
 AG9348'FT (61.0 M) NORTH OF A NATIONAL GEODETIC SURVEY LOGO CAP 5362 G 2008,
 AG9348'60.5 FT (18.4 M) WEST OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP,
 AG9348'42.1 FT (12.8 M) NORTH OF THE NORTHEAST CORNER OF THE GIFT SHOP
 AG9348'BUILDING AND 11.5 FT (3.5 M) WEST OF THE NORTHEAST CORNER OF THE
 AG9348'SEAWALL.
 AG9348
 AG9348                          STATION RECOVERY (2015)
 AG9348
 AG9348'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (KW)
 AG9348'RECOVERED IN GOOD CONDITION.
 AG9348
 AG9348                          STATION RECOVERY (2016)
 AG9348
 AG9348'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AG9348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8728 ***********************************************************************
 DL8728  TIDAL BM    -  This is a Tidal Bench Mark.
 DL8728  DESIGNATION -  872 5362 G
 DL8728  PID         -  DL8728
 DL8728  STATE/COUNTY-  FL/LEE
 DL8728  COUNTRY     -  US
 DL8728  USGS QUAD   -  SANIBEL (2018)
 DL8728
 DL8728                         *CURRENT SURVEY CONTROL
 DL8728  ______________________________________________________________________
 DL8728* NAD 83(1986) POSITION- 26 26 31.3    (N) 082 04 59.9    (W)   HD_HELD2
 DL8728* NAVD 88 ORTHO HEIGHT -     0.706 (meters)        2.32  (feet) ADJUSTED
 DL8728  ______________________________________________________________________
 DL8728  GEOID HEIGHT    -        -23.564 (meters)                     GEOID18
 DL8728  DYNAMIC HEIGHT  -          0.705 (meters)        2.31  (feet) COMP
 DL8728  MODELED GRAVITY -    979,075.0   (mgal)                       NAVD 88
 DL8728
 DL8728  VERT ORDER      -  SECOND    CLASS I
 DL8728
 DL8728.The horizontal coordinates were established by autonomous hand held GPS
 DL8728.observations and have an estimated accuracy of +/- 10 meters.
 DL8728
 DL8728.The orthometric height was determined by differential leveling and
 DL8728.adjusted by the NATIONAL GEODETIC SURVEY
 DL8728.in July 2010.
 DL8728
 DL8728.No vertical observational check was made to the station.
 DL8728
 DL8728.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8728.GEOID18 height accuracy estimate available here.
 DL8728
 DL8728.This Tidal Bench Mark is designated as VM 20009
 DL8728.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL8728
 DL8728.Click photographs - Photos may exist for this station.
 DL8728
 DL8728.The dynamic height is computed by dividing the NAVD 88
 DL8728.geopotential number by the normal gravity value computed on the
 DL8728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8728.degrees latitude (g = 980.6199 gals.).
 DL8728
 DL8728.The modeled gravity was interpolated from observed gravity values.
 DL8728
 DL8728;                    North         East    Units  Estimated Accuracy
 DL8728;SPC FL W     -   233,588.      191,692.      MT  (+/- 10 meters HH2 GPS)
 DL8728
 DL8728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9199025091(NAD 83)
 DL8728
 DL8728                          SUPERSEDED SURVEY CONTROL
 DL8728
 DL8728.No superseded survey control is available for this station.
 DL8728
 DL8728_MARKER: F = FLANGE-ENCASED ROD
 DL8728_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL8728_STAMPING: 5362 G 2008
 DL8728_MARK LOGO: NGS
 DL8728_PROJECTION: RECESSED 10 CENTIMETERS
 DL8728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL8728_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL8728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL8728+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2008
 DL8728_ROD/PIPE-DEPTH: 10.6 meters
 DL8728
 DL8728  HISTORY     - Date     Condition        Report By
 DL8728  HISTORY     - 20081101 MONUMENTED       FLDEP
 DL8728  HISTORY     - 20151222 MARK NOT FOUND   INDIV
 DL8728
 DL8728                          STATION DESCRIPTION
 DL8728
 DL8728'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL8728'THE MARK IS ABOUT 8.4 MI (13.5 KM) WEST OF FORT MYERS BEACH, 6.4 MI
 DL8728'(10.3 KM) EAST-SOUTHEAST OF WULFERT, 3.8 MI (6.1 KM) WEST OF SANIBEL,
 DL8728'IN SECTION 2, TOWNSHIP 46 SOUTH, RANGE 21 EAST.
 DL8728'
 DL8728'TO REACH THE MARK FROM THE JUNCTION OF CAUSEWAY ROAD NORTH AND
 DL8728'PERIWINKLE WAY IN SANIBEL, GO SOUTHWEST ON PERIWINKLE WAY (MAIN
 DL8728'STREET) FOR 2.55 MI (4.1 KM) TO THE JUNCTION OF PALM RIDGE ROAD ON THE
 DL8728'RIGHT, BEAR RIGHT ON PALM RIDGE ROAD AND GO NORTHWEST FOR 0.35 MI (0.6
 DL8728'KM) TO THE INTERSECTION OF TARPON BAY ROAD (AT THE FOUR WAY STOP
 DL8728'SIGN).  TURN RIGHT ON TARPON BAY ROAD AND GO NORTH ON FOR 0.35 MI (0.6
 DL8728'KM) TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL
 DL8728'AT A DEPTH OF 34.8 FT (10.6 M) WITH A NATIONAL GEODETIC SURVEY LOGO
 DL8728'CAP RECESSED 0.4 FT (0.1 M) BELOW THE LEVEL OF THE GROUND AND ABOUT
 DL8728'LEVEL WITH THE ENTRANCE PARKING LOT ROAD, THE DATUM POINT IS RECESSED
 DL8728'0.4 FT (0.1 M) BELOW THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DL8728'
 DL8728'LOCATED ABOUT 200.0 FT (61.0 M) SOUTH OF A NOS BENCH MARK DISK 5362 F
 DL8728'1977, 62.0 FT (18.9 M) SOUTH OF THE WEST-SOUTHWEST CORNER OF THE
 DL8728'TARPON BAY EXPLORERS BUILDING, 23.0 FT (7.0 M) SOUTHWEST OF THE
 DL8728'APPROXIMATE CENTERLINE OF THE ENTRANCE ROAD PARKING LOT, 18.7 FT (5.7
 DL8728'M) WEST OF THE WEST SIDE OF THE RECONSHACK BUILDING NUMBER 3 AND 1.5
 DL8728'FT (0.5 M) EAST OF THE NORTHEAST CORNER OF A 6.0 FT (1.8 M) TALL CHAIN
 DL8728'LINK FENCE.
 DL8728'
 DL8728'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DL8728'CAP.
 DL8728'
 DL8728'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DL8728'NATIONAL GEODETIC SURVEY LOGO CAP.
 DL8728
 DL8728                          STATION RECOVERY (2015)
 DL8728
 DL8728'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (KW)
 DL8728'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8727 ***********************************************************************
 DL8727  TIDAL BM    -  This is a Tidal Bench Mark.
 DL8727  DESIGNATION -  872 5362 H
 DL8727  PID         -  DL8727
 DL8727  STATE/COUNTY-  FL/LEE
 DL8727  COUNTRY     -  US
 DL8727  USGS QUAD   -  SANIBEL (2018)
 DL8727
 DL8727                         *CURRENT SURVEY CONTROL
 DL8727  ______________________________________________________________________
 DL8727* NAD 83(1986) POSITION- 26 26 32.90   (N) 082 04 51.51   (W)   HD_HELD1
 DL8727* NAVD 88 ORTHO HEIGHT -     1.487 (meters)        4.88  (feet) ADJUSTED
 DL8727  ______________________________________________________________________
 DL8727  GEOID HEIGHT    -        -23.568 (meters)                     GEOID18
 DL8727  DYNAMIC HEIGHT  -          1.485 (meters)        4.87  (feet) COMP
 DL8727  MODELED GRAVITY -    979,075.0   (mgal)                       NAVD 88
 DL8727
 DL8727  VERT ORDER      -  SECOND    CLASS I
 DL8727
 DL8727.The horizontal coordinates were determined by differentially corrected
 DL8727.hand held GPS observations or other comparable positioning techniques
 DL8727.and have an estimated accuracy of +/- 3 meters.
 DL8727
 DL8727.The orthometric height was determined by differential leveling and
 DL8727.adjusted by the NATIONAL GEODETIC SURVEY
 DL8727.in July 2010.
 DL8727
 DL8727.No vertical observational check was made to the station.
 DL8727
 DL8727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8727.GEOID18 height accuracy estimate available here.
 DL8727
 DL8727.This Tidal Bench Mark is designated as VM 20010
 DL8727.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL8727
 DL8727.Click photographs - Photos may exist for this station.
 DL8727
 DL8727.The dynamic height is computed by dividing the NAVD 88
 DL8727.geopotential number by the normal gravity value computed on the
 DL8727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8727.degrees latitude (g = 980.6199 gals.).
 DL8727
 DL8727.The modeled gravity was interpolated from observed gravity values.
 DL8727
 DL8727;                    North         East    Units  Estimated Accuracy
 DL8727;SPC FL W     -   233,636.6     191,924.1     MT  (+/- 3 meters HH1 GPS) 
 DL8727
 DL8727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9222325139(NAD 83)
 DL8727
 DL8727                          SUPERSEDED SURVEY CONTROL
 DL8727
 DL8727.No superseded survey control is available for this station.
 DL8727
 DL8727_MARKER: DD = SURVEY DISK
 DL8727_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DL8727+WITH SETTING: PAVEMENT
 DL8727_SP_SET: FOUNDATION
 DL8727_STAMPING: 5362 H 2008
 DL8727_MARK LOGO: FLDEP
 DL8727_PROJECTION: FLUSH
 DL8727_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL8727+STABILITY: SURFACE MOTION
 DL8727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL8727+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2025
 DL8727
 DL8727  HISTORY     - Date     Condition        Report By
 DL8727  HISTORY     - 20081101 MONUMENTED       FLDEP
 DL8727  HISTORY     - 20151222 GOOD             INDIV
 DL8727  HISTORY     - 20250717 GOOD             FLDEP
 DL8727
 DL8727                          STATION DESCRIPTION
 DL8727
 DL8727'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL8727'THE MARK IS ABOUT 8.2 MI (13.3 KM) WEST OF FORT MYERS BEACH, 6.6 MI
 DL8727'(10.6 KM) EAST-SOUTHEAST OF WULFERT, 3.6 MI (5.9 KM) WEST OF SANIBEL,
 DL8727'IN SECTION 2, TOWNSHIP 46 SOUTH, RANGE 21 EAST.
 DL8727'
 DL8727'TO REACH THE MARK FROM THE JUNCTION OF CAUSEWAY ROAD NORTH AND
 DL8727'PERIWINKLE WAY, IN SANIBEL, GO SOUTHWEST ON PERIWINKLE WAY (MAIN
 DL8727'STREET) FOR 2.55 MI (4.1 KM) TO THE JUNCTION OF PALM RIDGE ROAD ON THE
 DL8727'RIGHT, BEAR RIGHT ON PALM RIDGE ROAD AND GO NORTHWEST FOR 0.35 MI (0.6
 DL8727'KM) TO THE INTERSECTION OF TARPON BAY ROAD (AT THE FOUR WAY STOP
 DL8727'SIGN), TURN RIGHT ON TARPON BAY ROAD AND GO NORTH FOR 0.25 MI (0.4 KM)
 DL8727'TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE FOUNDATION
 DL8727'AND ABOUT 2.0 FT (0.6 M) ABOVE THE LEVEL OF TARPON BAY ROAD.
 DL8727'
 DL8727'LOCATED 29.2 FT (8.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF TARPON
 DL8727'BAY ROAD, 21.3 FT (6.5 M) SOUTHEAST OF A WOODEN POWER POLE NUMBER
 DL8727'T61748, 12.0 FT (3.7 M) SOUTH OF THE EAST END OF A 6.0 FT (1.8 M) TALL
 DL8727'CHAINLINK FENCE, 7.9 FT (2.4 M) WEST OF A CITY OF SANIBEL ISLAND
 DL8727'ELECTRAL JUNCTION BOX AND 1.5 FT (0.5 M) EAST OF THE WEST SIDE OF THE
 DL8727'CONCRETE FOUNDATION.
 DL8727
 DL8727                          STATION RECOVERY (2015)
 DL8727
 DL8727'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (KW)
 DL8727'RECOVERED IN GOOD CONDITION.
 DL8727
 DL8727                          STATION RECOVERY (2025)
 DL8727
 DL8727'RECOVERY NOTE BY FL DEPT OF ENV PRO 2025 (RXG)
 DL8727'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3733 ***********************************************************************
 DN3733  DESIGNATION -  872 5366 A
 DN3733  PID         -  DN3733
 DN3733  STATE/COUNTY-  FL/LEE
 DN3733  COUNTRY     -  US
 DN3733  USGS QUAD   -  FORT MYERS BEACH (2018)
 DN3733
 DN3733                         *CURRENT SURVEY CONTROL
 DN3733  ______________________________________________________________________
 DN3733* NAD 83(1986) POSITION- 26 27 23.6    (N) 081 57 13.8    (W)   HD_HELD2
 DN3733* NAVD 88 ORTHO HEIGHT -     0.713 (meters)        2.34  (feet) ADJUSTED
 DN3733  ______________________________________________________________________
 DN3733  GEOID HEIGHT    -        -23.827 (meters)                     GEOID18
 DN3733  DYNAMIC HEIGHT  -          0.712 (meters)        2.34  (feet) COMP
 DN3733  MODELED GRAVITY -    979,066.2   (mgal)                       NAVD 88
 DN3733
 DN3733  VERT ORDER      -  FIRST     CLASS II
 DN3733
 DN3733.The horizontal coordinates were established by autonomous hand held GPS
 DN3733.observations and have an estimated accuracy of +/- 10 meters.
 DN3733
 DN3733.The orthometric height was determined by differential leveling and
 DN3733.adjusted by the NATIONAL GEODETIC SURVEY
 DN3733.in May 2013.
 DN3733
 DN3733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3733.GEOID18 height accuracy estimate available here.
 DN3733
 DN3733.Click photographs - Photos may exist for this station.
 DN3733
 DN3733.The dynamic height is computed by dividing the NAVD 88
 DN3733.geopotential number by the normal gravity value computed on the
 DN3733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3733.degrees latitude (g = 980.6199 gals.).
 DN3733
 DN3733.The modeled gravity was interpolated from observed gravity values.
 DN3733
 DN3733;                    North         East    Units  Estimated Accuracy
 DN3733;SPC FL W     -   235,195.      204,604.      MT  (+/- 10 meters HH2 GPS)
 DN3733
 DN3733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0491126598(NAD 83)
 DN3733
 DN3733                          SUPERSEDED SURVEY CONTROL
 DN3733
 DN3733.No superseded survey control is available for this station.
 DN3733
 DN3733_STAMPING: 5366 A 2008
 DN3733_MARK LOGO: FLDEP
 DN3733_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN3733+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2008
 DN3733
 DN3733  HISTORY     - Date     Condition        Report By
 DN3733  HISTORY     - 20081015 MONUMENTED       FLDEP
 DN3733  HISTORY     - 20160104 MARK NOT FOUND   GEOCAC
 DN3733
 DN3733                          STATION DESCRIPTION
 DN3733
 DN3733'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3733'THE MARK IS ABOUT 9.2 MI (14.8 KM) WEST OF ESTERO, 4.3 MI (6.9 KM)
 DN3733'EAST OF SANIBEL, 0.5 MI (0.8 KM) NORTHWEST OF FORT MYERS BEACH, IN
 DN3733'SECTION 19, TOWNSHIP 46 SOUTH, RANGE 24 EAST.
 DN3733'
 DN3733'TO REACH THE MARK FROM THE POST OFFICE ON CAROLINA AVENUE IN FORT
 DN3733'MYERS BEACH, GO SOUTH ON CAROLINA AVENUE FOR 0.05 MI (0.1 KM) TO THE
 DN3733'JUNCTION OF ESTERO BOULEVARD (HIGHWAY 865).  TURN RIGHT ON ESTERO
 DN3733'BOULEVARD (HIGHWAY 865) AND GO NORTHWEST FOR 0.3 MI (0.5 KM) TO THE
 DN3733'JUNCTION OF CRESCENT STREET ON THE RIGHT.  TURN RIGHT ON CRESCENT
 DN3733'STREET AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF FIRST
 DN3733'STREET AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE SEVENTH
 DN3733'BRIDGE PIER LOCATED NORTHEAST OF THE SOUTHWEST END OF THE BRIDGE AND
 DN3733'ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE PARKING LOT.
 DN3733'
 DN3733'LOCATED 124.7 FT (38.0 M) NORTH OF THE CENTERLINE OF FIRST STREET,
 DN3733'24.5 FT (7.5 M) EAST OF THE EAST END OF A RETAINING WALL, 18.2 FT (5.5
 DN3733'M) EAST OF THE NORTHWEST CORNER OF THE PARKING LOT, 12.2 FT (3.7 M)
 DN3733'WEST OF THE WEST EDGE OF THE CONCRETE FISHING PIER, 19.0 FT (5.8 M)
 DN3733'NORTHWEST OF THE SOUTHEAST END OF THE FISHING PIER STEPS, 6.8 FT (2.1
 DN3733'M) SOUTH OF THE SEA WALL AND 2.7 FT (0.8 M) NORTHWEST OF THE CONCRETE
 DN3733'BRIDGE PILLAR NUMBER 8 AND A FLDEP SURVEY STICKER ATTACHED TO THE
 DN3733'PILLAR.
 DN3733
 DN3733                          STATION RECOVERY (2016)
 DN3733
 DN3733'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 DN3733'MEASUREMENTS FELL UNDER A BED OF CRUSHED SEASHELLS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3734 ***********************************************************************
 DN3734  DESIGNATION -  872 5366 B
 DN3734  PID         -  DN3734
 DN3734  STATE/COUNTY-  FL/LEE
 DN3734  COUNTRY     -  US
 DN3734  USGS QUAD   -  FORT MYERS BEACH (2018)
 DN3734
 DN3734                         *CURRENT SURVEY CONTROL
 DN3734  ______________________________________________________________________
 DN3734* NAD 83(1986) POSITION- 26 27 29.8    (N) 081 57 12.6    (W)   HD_HELD2
 DN3734* NAVD 88 ORTHO HEIGHT -     0.691 (meters)        2.27  (feet) ADJUSTED
 DN3734  ______________________________________________________________________
 DN3734  GEOID HEIGHT    -        -23.830 (meters)                     GEOID18
 DN3734  DYNAMIC HEIGHT  -          0.690 (meters)        2.26  (feet) COMP
 DN3734  MODELED GRAVITY -    979,066.3   (mgal)                       NAVD 88
 DN3734
 DN3734  VERT ORDER      -  FIRST     CLASS II
 DN3734
 DN3734.The horizontal coordinates were established by autonomous hand held GPS
 DN3734.observations and have an estimated accuracy of +/- 10 meters.
 DN3734
 DN3734.The orthometric height was determined by differential leveling and
 DN3734.adjusted by the NATIONAL GEODETIC SURVEY
 DN3734.in May 2013.
 DN3734
 DN3734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3734.GEOID18 height accuracy estimate available here.
 DN3734
 DN3734.Click photographs - Photos may exist for this station.
 DN3734
 DN3734.The dynamic height is computed by dividing the NAVD 88
 DN3734.geopotential number by the normal gravity value computed on the
 DN3734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3734.degrees latitude (g = 980.6199 gals.).
 DN3734
 DN3734.The modeled gravity was interpolated from observed gravity values.
 DN3734
 DN3734;                    North         East    Units  Estimated Accuracy
 DN3734;SPC FL W     -   235,386.      204,637.      MT  (+/- 10 meters HH2 GPS)
 DN3734
 DN3734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0494626789(NAD 83)
 DN3734
 DN3734                          SUPERSEDED SURVEY CONTROL
 DN3734
 DN3734.No superseded survey control is available for this station.
 DN3734
 DN3734_MARKER: DD = SURVEY DISK
 DN3734_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN3734_SP_SET: BRIDGE PIER FOUNDATION
 DN3734_STAMPING: 5366 B 2008
 DN3734_MARK LOGO: FLDEP
 DN3734_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN3734+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2008
 DN3734
 DN3734  HISTORY     - Date     Condition        Report By
 DN3734  HISTORY     - 20081015 MONUMENTED       FLDEP
 DN3734
 DN3734                          STATION DESCRIPTION
 DN3734
 DN3734'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3734'THE MARK IS ABOUT 9.2 MI (14.8 KM) WEST OF ESTERO, 4.3 MI (6.9 KM)
 DN3734'EAST OF SANIBEL, 0.6 MI (1.0 KM) NORTHWEST OF FORT MYERS BEACH, IN
 DN3734'SECTION 24, TOWNSHIP 46 SOUTH, RANGE 23 EAST.
 DN3734'
 DN3734'TO REACH THE MARK FROM THE POST OFFICE ON CAROLINA AVENUE IN FORT
 DN3734'MYERS BEACH, GO SOUTH ON CAROLINA AVENUE FOR 0.05 MI (0.1 KM) TO THE
 DN3734'JUNCTION OF ESTERO BOULEVARD (HIGHWAY 865).  TURN RIGHT ON ESTERO
 DN3734'BOULEVARD (STATE HIGHWAY 865) AND GO NORTHWEST THEN NORTH FOR 1.05 MI
 DN3734'(1.7 KM) (ESTERO BOULEVARD TURNS INTO SAN CARLOS BOULEVARD) TO THE
 DN3734'INTERSECTION OF MAIN STREET.  TURN LEFT ON MAIN STREET AND GO WEST
 DN3734'THEN SOUTH PARALLEL TO SAN CARLOS BOULEVARD (STATE HIGHWAY 865) FOR
 DN3734'0.2 MI (0.3 KM) TO THE T-JUNCTION OF A PAVED ROAD (SAN CARLOS DR).
 DN3734'CONTINUE SOUTH-SOUTHEAST TO A PARKING LOT AND THE MARK STRAIGHT AHEAD,
 DN3734'SET FLUSH IN THE TOP OF THE EIGHTH BRIDGE PIER FOUNDATION LOCATED
 DN3734'SOUTHWEST OF THE NORTHEAST END OF THE BRIDGE AND ABOUT LEVEL WITH THE
 DN3734'PARKING LOT.  THE MARK CAN ALSO BE REACHED FROM THE INTERSECTION OF
 DN3734'SUMMERLIN ROAD (COUNTY ROAD 869) AND SAN CARLOS BOULEVARD (STATE
 DN3734'HIGHWAY 865) UNDER PASS ON THE SOUTHWEST SIDE OF FORT MYERS, GO SOUTH
 DN3734'ON SAN CARLOS BOULEVARD (STATE HIGHWAY 865) FOR 2.5 MI (4.0 KM) TO THE
 DN3734'INTERSECTION OF MAIN STREET.  TURN RIGHT ON MAIN STREET AND GO WEST
 DN3734'THEN SOUTH PARALLEL TO SAN CARLOS BOULEVARD FOR 0.2 MI (0.3 KM) TO THE
 DN3734'T-JUNCTION OF A PAVED ROAD (SAN CARLOS DR.).  CONTINUE SOUTH-SOUTHEAST
 DN3734'TO A PARKING LOT AND THE MARK STRAIGHT AHEAD.
 DN3734'
 DN3734'LOCATED 122.0 FT (37.2 M) SOUTH OF A EAST WEST PAVED ROAD, 55.0 FT
 DN3734'(16.8 M) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE
 DN3734'FISHING PIER STEPS, 20.0 FT (6.1 M) SOUTH OF THE SEA WALL, 13.5 FT
 DN3734'(4.1 M) WEST OF THE WEST SIDE OF THE FISHING PIER, 5.7 FT (1.7 M)
 DN3734'NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE FOUNDATION AND 5.6 FT
 DN3734'(1.7 M) SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF THE FOUNDATION.
 DN3734'NOTE A MAGNET WAS EMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DN3734'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7850 ***********************************************************************
 AD7850  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7850  DESIGNATION -  872 5366 D TIDAL
 AD7850  PID         -  AD7850
 AD7850  STATE/COUNTY-  FL/LEE
 AD7850  COUNTRY     -  US
 AD7850  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7850
 AD7850                         *CURRENT SURVEY CONTROL
 AD7850  ______________________________________________________________________
 AD7850* NAD 83(1986) POSITION- 26 27 24.     (N) 081 57 14.     (W)   SCALED
 AD7850* NAVD 88 ORTHO HEIGHT -     0.722 (meters)        2.37  (feet) POSTED
 AD7850  ______________________________________________________________________
 AD7850  GEOID HEIGHT    -        -23.827 (meters)                     GEOID18
 AD7850  DYNAMIC HEIGHT  -          0.72  (meters)        2.4   (feet) COMP
 AD7850  MODELED GRAVITY -    979,066.3   (mgal)                       NAVD 88
 AD7850
 AD7850  VERT ORDER      -  * POSTED, SEE BELOW
 AD7850
 AD7850.The horizontal coordinates were scaled from a map and have
 AD7850.an estimated accuracy of +/- 6 seconds.
 AD7850
 AD7850.The orthometric height was determined by differential leveling
 AD7850.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7850
 AD7850.* This is a POSTED BENCH MARK height.
 AD7850
 AD7850.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7850.GEOID18 height accuracy estimate available here.
 AD7850
 AD7850.This Tidal Bench Mark is designated as VM 7301
 AD7850.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7850
 AD7850.Click photographs - Photos may exist for this station.
 AD7850
 AD7850.The dynamic height is computed by dividing the NAVD 88
 AD7850.geopotential number by the normal gravity value computed on the
 AD7850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7850.degrees latitude (g = 980.6199 gals.).
 AD7850
 AD7850.The modeled gravity was interpolated from observed gravity values.
 AD7850
 AD7850;                    North         East    Units  Estimated Accuracy
 AD7850;SPC FL W     -   235,210.      204,600.      MT  (+/- 180 meters Scaled)
 AD7850
 AD7850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK049266(NAD 83)
 AD7850
 AD7850                          SUPERSEDED SURVEY CONTROL
 AD7850
 AD7850  NGVD 29 (09/01/92)    1.082  (m)            3.55   (f) ADJUSTED    2 1
 AD7850
 AD7850.Superseded values are not recommended for survey control.
 AD7850
 AD7850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7850.See file dsdata.pdf to determine how the superseded data were derived.
 AD7850
 AD7850_MARKER: DJ = TIDAL STATION DISK
 AD7850_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AD7850_SP_SET: BRIDGE PIER FOUNDATION
 AD7850_STAMPING: 5366 D 1984
 AD7850_MARK LOGO: NOS
 AD7850_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD7850+STABILITY: POSITION/ELEVATION WELL
 AD7850
 AD7850  HISTORY     - Date     Condition        Report By
 AD7850  HISTORY     - 1984     MONUMENTED       FLDNR
 AD7850  HISTORY     - 19961203 GOOD             USPSQD
 AD7850  HISTORY     - 19980202 GOOD             USPSQD
 AD7850  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AD7850  HISTORY     - 2008     MARK NOT FOUND   FLDEP
 AD7850  HISTORY     - 2008     MARK NOT FOUND   FLDEP
 AD7850
 AD7850                          STATION DESCRIPTION
 AD7850
 AD7850'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7850'IN FORT MYERS BEACH.
 AD7850'THE MARK IS SET IN THE FOUNDATION FOR THE SEVENTH BRIDGE PIER NORTH
 AD7850'OF THE SOUTH END OF THE BRIDGE OVER MATANZAS PASS, 1.5 FEET WEST OF
 AD7850'THE WESTERNMOST PILE, AND 11 FEET NORTHWEST OF THE STEPS TO THE
 AD7850'CATWALK UNDER THE BRIDGE.
 AD7850'THE MARK IS ABOVE LEVEL WITH GROUND.
 AD7850
 AD7850                          STATION RECOVERY (1996)
 AD7850
 AD7850'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7850'RECOVERED IN GOOD CONDITION.
 AD7850
 AD7850                          STATION RECOVERY (1998)
 AD7850
 AD7850'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7850'RECOVERED IN GOOD CONDITION.
 AD7850
 AD7850                          STATION RECOVERY (2004)
 AD7850
 AD7850'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7850'NOW COVERED BY 3 INCHES OF ASPHALT.
 AD7850
 AD7850                          STATION RECOVERY (2008)
 AD7850
 AD7850'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7850'NOT RECOVERED. A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD7850
 AD7850                          STATION RECOVERY (2008)
 AD7850
 AD7850'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7850'NOT RECOVERED. A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7851 ***********************************************************************
 AD7851  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7851  DESIGNATION -  872 5366 E TIDAL
 AD7851  PID         -  AD7851
 AD7851  STATE/COUNTY-  FL/LEE
 AD7851  COUNTRY     -  US
 AD7851  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7851
 AD7851                         *CURRENT SURVEY CONTROL
 AD7851  ______________________________________________________________________
 AD7851* NAD 83(1986) POSITION- 26 27 14.     (N) 081 57 13.     (W)   SCALED
 AD7851* NAVD 88 ORTHO HEIGHT -     1.785 (meters)        5.86  (feet) POSTED
 AD7851  ______________________________________________________________________
 AD7851  GEOID HEIGHT    -        -23.825 (meters)                     GEOID18
 AD7851  DYNAMIC HEIGHT  -          1.78  (meters)        5.8   (feet) COMP
 AD7851  MODELED GRAVITY -    979,066.1   (mgal)                       NAVD 88
 AD7851
 AD7851  VERT ORDER      -  * POSTED, SEE BELOW
 AD7851
 AD7851.The horizontal coordinates were scaled from a map and have
 AD7851.an estimated accuracy of +/- 6 seconds.
 AD7851
 AD7851.The orthometric height was determined by differential leveling
 AD7851.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7851
 AD7851.* This is a POSTED BENCH MARK height.
 AD7851
 AD7851.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7851.GEOID18 height accuracy estimate available here.
 AD7851
 AD7851.This Tidal Bench Mark is designated as VM 7302
 AD7851.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7851
 AD7851.Click photographs - Photos may exist for this station.
 AD7851
 AD7851.The dynamic height is computed by dividing the NAVD 88
 AD7851.geopotential number by the normal gravity value computed on the
 AD7851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7851.degrees latitude (g = 980.6199 gals.).
 AD7851
 AD7851.The modeled gravity was interpolated from observed gravity values.
 AD7851
 AD7851;                    North         East    Units  Estimated Accuracy
 AD7851;SPC FL W     -   234,900.      204,630.      MT  (+/- 180 meters Scaled)
 AD7851
 AD7851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK049263(NAD 83)
 AD7851
 AD7851                          SUPERSEDED SURVEY CONTROL
 AD7851
 AD7851  NGVD 29 (09/01/92)    2.146  (m)            7.04   (f) ADJUSTED    2 1
 AD7851
 AD7851.Superseded values are not recommended for survey control.
 AD7851
 AD7851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7851.See file dsdata.pdf to determine how the superseded data were derived.
 AD7851
 AD7851_MARKER: DJ = TIDAL STATION DISK
 AD7851_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD7851+WITH SETTING: PAVEMENT
 AD7851_SP_SET: LOADING PLATFORM
 AD7851_STAMPING: 5366 E 1984
 AD7851_MARK LOGO: NOS
 AD7851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7851+STABILITY: SURFACE MOTION
 AD7851
 AD7851  HISTORY     - Date     Condition        Report By
 AD7851  HISTORY     - 1984     MONUMENTED       FLDNR
 AD7851  HISTORY     - 19961203 GOOD             USPSQD
 AD7851  HISTORY     - 19980214 GOOD             USPSQD
 AD7851  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AD7851
 AD7851                          STATION DESCRIPTION
 AD7851
 AD7851'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7851'IN FORT MYERS BEACH.
 AD7851'THE MARK IS AT THE U.S. POST OFFICE IN FORT MYERS BEACH, SET IN THE
 AD7851'TOP OF THE LOADING PLATFORM, 3 FEET SOUTHEAST OF THE NORTH CORNER OF
 AD7851'THE POST OFFICE.
 AD7851
 AD7851                          STATION RECOVERY (1996)
 AD7851
 AD7851'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7851'RECOVERED IN GOOD CONDITION.
 AD7851
 AD7851                          STATION RECOVERY (1998)
 AD7851
 AD7851'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7851'RECOVERED IN GOOD CONDITION.
 AD7851
 AD7851                          STATION RECOVERY (2004)
 AD7851
 AD7851'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7851'BUILDING TORN DOWN
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7852 ***********************************************************************
 AD7852  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7852  DESIGNATION -  872 5366 F
 AD7852  PID         -  AD7852
 AD7852  STATE/COUNTY-  FL/LEE
 AD7852  COUNTRY     -  US
 AD7852  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7852
 AD7852                         *CURRENT SURVEY CONTROL
 AD7852  ______________________________________________________________________
 AD7852* NAD 83(1986) POSITION- 26 27 16.7    (N) 081 57 16.7    (W)   HD_HELD2
 AD7852* NAVD 88 ORTHO HEIGHT -     6.890 (meters)       22.60  (feet) POSTED
 AD7852  ______________________________________________________________________
 AD7852  GEOID HEIGHT    -        -23.823 (meters)                     GEOID18
 AD7852  DYNAMIC HEIGHT  -          6.88  (meters)       22.6   (feet) COMP
 AD7852  MODELED GRAVITY -    979,066.3   (mgal)                       NAVD 88
 AD7852
 AD7852  VERT ORDER      -  * POSTED, SEE BELOW
 AD7852
 AD7852.The horizontal coordinates were established by autonomous hand held GPS
 AD7852.observations and have an estimated accuracy of +/- 10 meters.
 AD7852
 AD7852.The orthometric height was determined by differential leveling
 AD7852.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7852
 AD7852.* This is a POSTED BENCH MARK height.
 AD7852
 AD7852.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7852.GEOID18 height accuracy estimate available here.
 AD7852
 AD7852.This Tidal Bench Mark is designated as VM 7303
 AD7852.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7852
 AD7852.Click photographs - Photos may exist for this station.
 AD7852
 AD7852.The dynamic height is computed by dividing the NAVD 88
 AD7852.geopotential number by the normal gravity value computed on the
 AD7852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7852.degrees latitude (g = 980.6199 gals.).
 AD7852
 AD7852.The modeled gravity was interpolated from observed gravity values.
 AD7852
 AD7852;                    North         East    Units  Estimated Accuracy
 AD7852;SPC FL W     -   234,983.      204,524.      MT  (+/- 10 meters HH2 GPS)
 AD7852
 AD7852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0483026387(NAD 83)
 AD7852
 AD7852                          SUPERSEDED SURVEY CONTROL
 AD7852
 AD7852  NGVD 29 (09/01/92)    7.251  (m)           23.79   (f) ADJUSTED    2 1
 AD7852
 AD7852.Superseded values are not recommended for survey control.
 AD7852
 AD7852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7852.See file dsdata.pdf to determine how the superseded data were derived.
 AD7852
 AD7852_MARKER: DD = SURVEY DISK
 AD7852_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD7852_SP_SET: BRIDGE RAILING
 AD7852_STAMPING: 5366 F
 AD7852_MARK LOGO: FLDT
 AD7852_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7852_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7852+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2019
 AD7852
 AD7852  HISTORY     - Date     Condition        Report By
 AD7852  HISTORY     - UNK      MONUMENTED       FLDT
 AD7852  HISTORY     - 1984     GOOD             FLDNR
 AD7852  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7852  HISTORY     - 19980216 GOOD             USPSQD
 AD7852  HISTORY     - 20040329 GOOD             USPSQD
 AD7852  HISTORY     - 20060301 GOOD             USPSQD
 AD7852  HISTORY     - 20081015 GOOD             FLDEP
 AD7852  HISTORY     - 20160104 GOOD             GEOCAC
 AD7852  HISTORY     - 20190820 GOOD             WANTGP
 AD7852
 AD7852                          STATION DESCRIPTION
 AD7852
 AD7852'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7852'IN FORT MYERS BEACH.
 AD7852'THE MARK IS SET IN THE TOP OF THE BRIDGE RAIL OVER THE SOUTHWEST
 AD7852'ABUTMENT OF THE BRIDGE OVER MATANZAS PASS, 20.5 FEET SOUTHEAST OF THE
 AD7852'CENTERLINE OF THE BRIDGE, AND 350 FEET NORTHEAST OF THE SOUTHWEST END
 AD7852'OF THE RAILING.
 AD7852'THE MARK IS 3 FT ABOVE HIGHWAY.
 AD7852
 AD7852                          STATION RECOVERY (1996)
 AD7852
 AD7852'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7852'MARK NOT FOUND.
 AD7852
 AD7852                          STATION RECOVERY (1998)
 AD7852
 AD7852'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7852'RECOVERED IN GOOD CONDITION.
 AD7852
 AD7852                          STATION RECOVERY (2004)
 AD7852
 AD7852'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7852'RECOVERED IN GOOD CONDITION.
 AD7852
 AD7852                          STATION RECOVERY (2006)
 AD7852
 AD7852'RECOVERY NOTE BY US POWER SQUADRON 2006
 AD7852'RECOVERED IN GOOD CONDITION.
 AD7852
 AD7852                          STATION RECOVERY (2008)
 AD7852
 AD7852'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7852'RECOVERED AS DESCRIBED.
 AD7852
 AD7852                          STATION RECOVERY (2016)
 AD7852
 AD7852'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD7852'RECOVERED IN GOOD CONDITION.
 AD7852
 AD7852                          STATION RECOVERY (2019)
 AD7852
 AD7852'RECOVERY NOTE BY WANTMAN GROUP INC 2019 (MJS)
 AD7852'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7844 ***********************************************************************
 AD7844  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7844  DESIGNATION -  872 5366 G
 AD7844  PID         -  AD7844
 AD7844  STATE/COUNTY-  FL/LEE
 AD7844  COUNTRY     -  US
 AD7844  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7844
 AD7844                         *CURRENT SURVEY CONTROL
 AD7844  ______________________________________________________________________
 AD7844* NAD 83(1986) POSITION- 26 27 36.5    (N) 081 57 11.3    (W)   HD_HELD2
 AD7844* NAVD 88 ORTHO HEIGHT -     6.848 (meters)       22.47  (feet) POSTED
 AD7844  ______________________________________________________________________
 AD7844  GEOID HEIGHT    -        -23.833 (meters)                     GEOID18
 AD7844  DYNAMIC HEIGHT  -          6.84  (meters)       22.4   (feet) COMP
 AD7844  MODELED GRAVITY -    979,066.4   (mgal)                       NAVD 88
 AD7844
 AD7844  VERT ORDER      -  * POSTED, SEE BELOW
 AD7844
 AD7844.The horizontal coordinates were established by autonomous hand held GPS
 AD7844.observations and have an estimated accuracy of +/- 10 meters.
 AD7844
 AD7844.The orthometric height was determined by differential leveling
 AD7844.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7844
 AD7844.* This is a POSTED BENCH MARK height.
 AD7844
 AD7844.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7844.GEOID18 height accuracy estimate available here.
 AD7844
 AD7844.This Tidal Bench Mark is designated as VM 7304
 AD7844.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7844
 AD7844.Click photographs - Photos may exist for this station.
 AD7844
 AD7844.The dynamic height is computed by dividing the NAVD 88
 AD7844.geopotential number by the normal gravity value computed on the
 AD7844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7844.degrees latitude (g = 980.6199 gals.).
 AD7844
 AD7844.The modeled gravity was interpolated from observed gravity values.
 AD7844
 AD7844;                    North         East    Units  Estimated Accuracy
 AD7844;SPC FL W     -   235,592.      204,673.      MT  (+/- 10 meters HH2 GPS)
 AD7844
 AD7844_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0498426995(NAD 83)
 AD7844
 AD7844                          SUPERSEDED SURVEY CONTROL
 AD7844
 AD7844  NGVD 29 (09/01/92)    7.209  (m)           23.65   (f) ADJUSTED    2 1
 AD7844
 AD7844.Superseded values are not recommended for survey control.
 AD7844
 AD7844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7844.See file dsdata.pdf to determine how the superseded data were derived.
 AD7844
 AD7844_MARKER: DD = SURVEY DISK
 AD7844_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AD7844_SP_SET: BRIDGE RAILING
 AD7844_STAMPING: 5366 G
 AD7844_MARK LOGO: FLDT
 AD7844_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7844_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7844+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2019
 AD7844
 AD7844  HISTORY     - Date     Condition        Report By
 AD7844  HISTORY     - UNK      MONUMENTED       FLDT
 AD7844  HISTORY     - 1984     GOOD             FLDNR
 AD7844  HISTORY     - 19961203 GOOD             USPSQD
 AD7844  HISTORY     - 19971215 GOOD             USPSQD
 AD7844  HISTORY     - 20040329 GOOD             USPSQD
 AD7844  HISTORY     - 20081015 POOR             FLDEP
 AD7844  HISTORY     - 20160111 GOOD             GEOCAC
 AD7844  HISTORY     - 20190820 GOOD             WANTGP
 AD7844
 AD7844                          STATION DESCRIPTION
 AD7844
 AD7844'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7844'IN FORT MYERS BEACH.
 AD7844'THE MARK IS SET IN THE TOP OF THE BRIDGE RAIL OVER THE NORTHEAST
 AD7844'ABUTMENT OF THE BRIDGE OVER MATANZAS PASS, 21 FEET NORTHWEST OF THE
 AD7844'CENTERLINE OF THE BRIDGE, AND 250 FEET SOUTHWEST OF THE NORTHEAST END
 AD7844'OF THE RAILING.
 AD7844'THE MARK IS 3 FT ABOVE HIGHWAY.
 AD7844
 AD7844                          STATION RECOVERY (1996)
 AD7844
 AD7844'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7844'RECOVERED IN GOOD CONDITION.
 AD7844
 AD7844                          STATION RECOVERY (1997)
 AD7844
 AD7844'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7844'RECOVERED IN GOOD CONDITION.
 AD7844
 AD7844                          STATION RECOVERY (2004)
 AD7844
 AD7844'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7844'RECOVERED IN GOOD CONDITION.
 AD7844
 AD7844                          STATION RECOVERY (2008)
 AD7844
 AD7844'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7844'RECOVERED IN POOR CONDITION, DISK WILL MOVE.
 AD7844
 AD7844                          STATION RECOVERY (2016)
 AD7844
 AD7844'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD7844'RECOVERED IN GOOD CONDITION.
 AD7844
 AD7844                          STATION RECOVERY (2019)
 AD7844
 AD7844'RECOVERY NOTE BY WANTMAN GROUP INC 2019 (MJS)
 AD7844'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1372 ***********************************************************************
 AD1372  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1372  DESIGNATION -  872 5366 TIDAL 2
 AD1372  PID         -  AD1372
 AD1372  STATE/COUNTY-  FL/LEE
 AD1372  COUNTRY     -  US
 AD1372  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD1372
 AD1372                         *CURRENT SURVEY CONTROL
 AD1372  ______________________________________________________________________
 AD1372* NAD 83(1986) POSITION- 26 27 23.4    (N) 081 57 12.7    (W)   HD_HELD2
 AD1372* NAVD 88 ORTHO HEIGHT -     0.693 (meters)        2.27  (feet) ADJUSTED
 AD1372  ______________________________________________________________________
 AD1372  GEOID HEIGHT    -        -23.828 (meters)                     GEOID18
 AD1372  DYNAMIC HEIGHT  -          0.692 (meters)        2.27  (feet) COMP
 AD1372  MODELED GRAVITY -    979,066.3   (mgal)                       NAVD 88
 AD1372
 AD1372  VERT ORDER      -  FIRST     CLASS I
 AD1372
 AD1372.The horizontal coordinates were established by autonomous hand held GPS
 AD1372.observations and have an estimated accuracy of +/- 10 meters.
 AD1372
 AD1372.The orthometric height was determined by differential leveling and
 AD1372.adjusted by the NATIONAL GEODETIC SURVEY
 AD1372.in June 1991.
 AD1372
 AD1372.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1372.GEOID18 height accuracy estimate available here.
 AD1372
 AD1372.This Tidal Bench Mark is designated as VM 7299
 AD1372.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1372
 AD1372.Click photographs - Photos may exist for this station.
 AD1372
 AD1372.The dynamic height is computed by dividing the NAVD 88
 AD1372.geopotential number by the normal gravity value computed on the
 AD1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1372.degrees latitude (g = 980.6199 gals.).
 AD1372
 AD1372.The modeled gravity was interpolated from observed gravity values.
 AD1372
 AD1372;                    North         East    Units  Estimated Accuracy
 AD1372;SPC FL W     -   235,189.      204,634.      MT  (+/- 10 meters HH2 GPS)
 AD1372
 AD1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0494226592(NAD 83)
 AD1372
 AD1372                          SUPERSEDED SURVEY CONTROL
 AD1372
 AD1372  NGVD 29 (??/??/92)    1.054  (m)            3.46   (f) SUPERSEDED  1 1
 AD1372  NGVD 29 (09/01/92)    1.054  (m)            3.46   (f) ADJUSTED    1 1
 AD1372
 AD1372.Superseded values are not recommended for survey control.
 AD1372
 AD1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1372.See file dsdata.pdf to determine how the superseded data were derived.
 AD1372
 AD1372_MARKER: DB = BENCH MARK DISK
 AD1372_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD1372_SP_SET: SEA WALL
 AD1372_STAMPING: NO 2 1965
 AD1372_MARK LOGO: CGS
 AD1372_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1372+STABILITY: SURFACE MOTION
 AD1372_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD1372+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2019
 AD1372
 AD1372  HISTORY     - Date     Condition        Report By
 AD1372  HISTORY     - 1965     MONUMENTED       CGS
 AD1372  HISTORY     - 1974     GOOD             NGS
 AD1372  HISTORY     - 1984     GOOD             FLDNR
 AD1372  HISTORY     - 19961203 GOOD             USPSQD
 AD1372  HISTORY     - 19980214 GOOD             USPSQD
 AD1372  HISTORY     - 20040329 GOOD             USPSQD
 AD1372  HISTORY     - 20050516 GOOD             USPSQD
 AD1372  HISTORY     - 2008     POOR             FLDEP
 AD1372  HISTORY     - 2008     POOR             FLDEP
 AD1372  HISTORY     - 20160104 GOOD             GEOCAC
 AD1372  HISTORY     - 20190820 GOOD             WANTGP
 AD1372
 AD1372                          STATION DESCRIPTION
 AD1372
 AD1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1372'AT FORT MYERS BEACH.
 AD1372'AT FORT MYERS BEACH, IN SECTION 24, R 24 E, T 46 S, ALONG
 AD1372'ESTERO ISLAND, NEAR THE SOUTH END OF THE STATE HIGHWAY S 865 BRIDGE
 AD1372'OVER MATANZAS PASS, 296.9 FEET EAST OF THE CENTER LINE OF THE
 AD1372'HIGHWAY AT THE SOUTH END OF THE BRIDGE, 44 FEET EAST OF THE
 AD1372'EAST EDGE OF THE BOAT DOCK AT ROYS MARINA, 50 FEET WEST OF A
 AD1372'CURVE IN THE SEA WALL, 161.9 FEET EAST OF TIDAL 2 DESCRIBED,
 AD1372'ABOUT LEVEL WITH THE GROUND AND SET IN THE TOP OF THE SEA WALL.
 AD1372
 AD1372                          STATION RECOVERY (1974)
 AD1372
 AD1372'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1372'RECOVERED IN GOOD CONDITION.
 AD1372
 AD1372                          STATION RECOVERY (1984)
 AD1372
 AD1372'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1372'RECOVERED IN GOOD CONDITION EXCEPT THE OLD BRIDGE IS GONE AND A NEW
 AD1372'ONE BUILT EAST OF THE OLD BRIDGE.  THE MARK IS 296.9 FEET EAST OF THE
 AD1372'CENTERLINE OF SAN CARLOS BOULEVARD, BEHIND THE ANCHOR INN RESTAURANT,
 AD1372'AT THE ANCHORS AWAY MARINA.
 AD1372
 AD1372                          STATION RECOVERY (1996)
 AD1372
 AD1372'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD1372'RECOVERED IN GOOD CONDITION.
 AD1372
 AD1372                          STATION RECOVERY (1998)
 AD1372
 AD1372'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1372'RECOVERED IN GOOD CONDITION.
 AD1372
 AD1372                          STATION RECOVERY (2004)
 AD1372
 AD1372'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD1372'RECOVERED IN GOOD CONDITION.
 AD1372
 AD1372                          STATION RECOVERY (2005)
 AD1372
 AD1372'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 AD1372'NEW STATION RECOVERY DESCRIPTION     THE MARK IS SET IN THE TOP OF THE
 AD1372'SEA WALL ON THE NORTHWEST SIDE OF THE MATANZAS INN RESTAURANT.
 AD1372
 AD1372                          STATION RECOVERY (2008)
 AD1372
 AD1372'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD1372'RECOVERED AS DESCRIBED BUT IN POOR CONDITION.
 AD1372
 AD1372                          STATION RECOVERY (2008)
 AD1372
 AD1372'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD1372'RECOVERED AS DESCRIBED BUT IN POOR CONDITION.
 AD1372
 AD1372                          STATION RECOVERY (2016)
 AD1372
 AD1372'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD1372'RECOVERED IN GOOD CONDITION.
 AD1372
 AD1372                          STATION RECOVERY (2019)
 AD1372
 AD1372'RECOVERY NOTE BY WANTMAN GROUP INC 2019 (MJS)
 AD1372'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3737 ***********************************************************************
 DN3737  DESIGNATION -  872 5368 A
 DN3737  PID         -  DN3737
 DN3737  STATE/COUNTY-  FL/LEE
 DN3737  COUNTRY     -  US
 DN3737  USGS QUAD   -  FORT MYERS BEACH (2018)
 DN3737
 DN3737                         *CURRENT SURVEY CONTROL
 DN3737  ______________________________________________________________________
 DN3737* NAD 83(1986) POSITION- 26 27 34.4    (N) 081 56 25.0    (W)   HD_HELD2
 DN3737* NAVD 88 ORTHO HEIGHT -     0.656 (meters)        2.15  (feet) ADJUSTED
 DN3737  ______________________________________________________________________
 DN3737  GEOID HEIGHT    -        -23.860 (meters)                     GEOID18
 DN3737  DYNAMIC HEIGHT  -          0.655 (meters)        2.15  (feet) COMP
 DN3737  MODELED GRAVITY -    979,065.3   (mgal)                       NAVD 88
 DN3737
 DN3737  VERT ORDER      -  FIRST     CLASS II
 DN3737
 DN3737.The horizontal coordinates were established by autonomous hand held GPS
 DN3737.observations and have an estimated accuracy of +/- 10 meters.
 DN3737
 DN3737.The orthometric height was determined by differential leveling and
 DN3737.adjusted by the NATIONAL GEODETIC SURVEY
 DN3737.in May 2013.
 DN3737
 DN3737.No vertical observational check was made to the station.
 DN3737
 DN3737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3737.GEOID18 height accuracy estimate available here.
 DN3737
 DN3737.Click photographs - Photos may exist for this station.
 DN3737
 DN3737.The dynamic height is computed by dividing the NAVD 88
 DN3737.geopotential number by the normal gravity value computed on the
 DN3737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3737.degrees latitude (g = 980.6199 gals.).
 DN3737
 DN3737.The modeled gravity was interpolated from observed gravity values.
 DN3737
 DN3737;                    North         East    Units  Estimated Accuracy
 DN3737;SPC FL W     -   235,528.      205,955.      MT  (+/- 10 meters HH2 GPS)
 DN3737
 DN3737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0626526921(NAD 83)
 DN3737
 DN3737                          SUPERSEDED SURVEY CONTROL
 DN3737
 DN3737.No superseded survey control is available for this station.
 DN3737
 DN3737_MARKER: F = FLANGE-ENCASED ROD
 DN3737_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN3737_STAMPING: 5368 A 2008
 DN3737_MARK LOGO: NGS
 DN3737_PROJECTION: RECESSED 3 CENTIMETERS
 DN3737_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3737+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2016
 DN3737_ROD/PIPE-DEPTH: 18.7 meters
 DN3737
 DN3737  HISTORY     - Date     Condition        Report By
 DN3737  HISTORY     - 20081015 MONUMENTED       FLDEP
 DN3737  HISTORY     - 20160123 GOOD             GEOCAC
 DN3737
 DN3737                          STATION DESCRIPTION
 DN3737
 DN3737'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3737'THE MARK IS ABOUT 9.2 MI (14.8 KM) WEST OF ESTERO, 4.3 MI (6.9 KM)
 DN3737'EAST OF SANIBEL AND 0.5 MI (0.8 KM) NORTHWEST OF FORT MYERS BEACH, IN
 DN3737'SECTION 19, TOWNSHIP 46 SOUTH, RANGE 24 EAST.
 DN3737'
 DN3737'TO REACH THE MARK FROM THE INTERSECTION OF SUMMERLIN ROAD (COUNTY ROAD
 DN3737'869) AND SAN CARLOS BOULEVARD (STATE HIGHWAY 865) UNDERPASS ON THE
 DN3737'SOUTHWEST SIDE OF FORT MYERS, GO SOUTH ON SAN CARLOS BOULEVARD (STATE
 DN3737'HIGHWAY 865) FOR 2.5 MI (4.0 KM) TO THE INTERSECTION OF MAIN STREET.
 DN3737'TURN LEFT ON MAIN STREET AND GO EASTERLY FOR 0.8 MI (1.3 KM) TO THE
 DN3737'JUNCTION OF CORTEZ WAY ON THE LEFT.  TURN LEFT ON CORTEZ WAY AND GO
 DN3737'NORTHERLY FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF BLACKBEARD WAY AND
 DN3737'THE MARK ON THE EAST SIDE OF BLACKBEARD WAY, A STAINLESS STEEL ROD
 DN3737'DRIVEN TO REFUSAL AT A DEPTH OF 61.5 FT (18.7 M) WITH A NATIONAL
 DN3737'GEODETIC SURVEY LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DN3737'GROUND AND ABOUT 0.2 FT (6 CM) ABOVE THE LEVEL OF BLACKBEARD WAY, THE
 DN3737'DATUM POINT IS RECESSED 0.6 FT (18 CM) BELOW THE LEVEL OF THE NATIONAL
 DN3737'GEODETIC SURVEY LOGO CAP.
 DN3737'
 DN3737'LOCATED 24.8 FT (7.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DN3737'DRIVEWAY AT 97 BLACKBEARD WAY, 20.2 FT (6.2 M) SOUTH-SOUTHWEST OF THE
 DN3737'EXTENDED CENTERLINE OF CORTEZ WAY, 19.1 FT (5.8 M) NORTH OF THE
 DN3737'APPROXIMATE CENTERLINE OF A DRIVEWAY AT 98 BLACKBEARD WAY, 12.2 FT
 DN3737'(3.7 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF BLACKBEARD WAY AND
 DN3737'1.0 FT (0.3 M) SOUTHWEST OF A CONCRETE LIGHT POLE.
 DN3737'
 DN3737'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DN3737'CAP.
 DN3737'
 DN3737'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DN3737'NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3737
 DN3737                          STATION RECOVERY (2016)
 DN3737
 DN3737'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 DN3737'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3736 ***********************************************************************
 DN3736  DESIGNATION -  872 5368 B
 DN3736  PID         -  DN3736
 DN3736  STATE/COUNTY-  FL/LEE
 DN3736  COUNTRY     -  US
 DN3736  USGS QUAD   -  FORT MYERS BEACH (2018)
 DN3736
 DN3736                         *CURRENT SURVEY CONTROL
 DN3736  ______________________________________________________________________
 DN3736* NAD 83(1986) POSITION- 26 27 28.8    (N) 081 56 27.4    (W)   HD_HELD2
 DN3736* NAVD 88 ORTHO HEIGHT -     0.542 (meters)        1.78  (feet) ADJUSTED
 DN3736  ______________________________________________________________________
 DN3736  GEOID HEIGHT    -        -23.857 (meters)                     GEOID18
 DN3736  DYNAMIC HEIGHT  -          0.541 (meters)        1.77  (feet) COMP
 DN3736  MODELED GRAVITY -    979,065.2   (mgal)                       NAVD 88
 DN3736
 DN3736  VERT ORDER      -  FIRST     CLASS II
 DN3736
 DN3736.The horizontal coordinates were established by autonomous hand held GPS
 DN3736.observations and have an estimated accuracy of +/- 10 meters.
 DN3736
 DN3736.The orthometric height was determined by differential leveling and
 DN3736.adjusted by the NATIONAL GEODETIC SURVEY
 DN3736.in May 2013.
 DN3736
 DN3736.No vertical observational check was made to the station.
 DN3736
 DN3736.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3736.GEOID18 height accuracy estimate available here.
 DN3736
 DN3736.Click photographs - Photos may exist for this station.
 DN3736
 DN3736.The dynamic height is computed by dividing the NAVD 88
 DN3736.geopotential number by the normal gravity value computed on the
 DN3736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3736.degrees latitude (g = 980.6199 gals.).
 DN3736
 DN3736.The modeled gravity was interpolated from observed gravity values.
 DN3736
 DN3736;                    North         East    Units  Estimated Accuracy
 DN3736;SPC FL W     -   235,356.      205,889.      MT  (+/- 10 meters HH2 GPS)
 DN3736
 DN3736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0619826749(NAD 83)
 DN3736
 DN3736                          SUPERSEDED SURVEY CONTROL
 DN3736
 DN3736.No superseded survey control is available for this station.
 DN3736
 DN3736_MARKER: F = FLANGE-ENCASED ROD
 DN3736_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DN3736_STAMPING: 5368 B 2008
 DN3736_MARK LOGO: NGS
 DN3736_PROJECTION: RECESSED 5 CENTIMETERS
 DN3736_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DN3736_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3736+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2008
 DN3736_ROD/PIPE-DEPTH: 13.9 meters
 DN3736
 DN3736  HISTORY     - Date     Condition        Report By
 DN3736  HISTORY     - 20081015 MONUMENTED       FLDEP
 DN3736
 DN3736                          STATION DESCRIPTION
 DN3736
 DN3736'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3736'THE MARK IS ABOUT 9.2 MI (14.8 KM) WEST OF ESTERO, 4.3 MI (6.9 KM)
 DN3736'EAST OF SANIBEL AND 0.5 MI (0.8 KM) NORTHWEST OF FORT MYERS BEACH, IN
 DN3736'SECTION 19, TOWNSHIP 46 SOUTH, RANGE 24 EAST.
 DN3736'
 DN3736'TO REACH THE MARK FROM THE INTERSECTION OF SUMMERLIN ROAD (COUNTY ROAD
 DN3736'869) AND SAN CARLOS BOULEVARD (STATE HIGHWAY 865) UNDERPASS ON THE
 DN3736'SOUTHWEST SIDE OF FORT MYERS, GO SOUTH ON SAN CARLOS BOULEVARD (STATE
 DN3736'HIGHWAY 865) FOR 2.5 MI (4.0 KM) TO THE INTERSECTION OF MAIN STREET.
 DN3736'TURN LEFT ON MAIN STREET AND GO EASTERLY FOR 0.8 MI (1.3 KM) TO THE
 DN3736'JUNCTION OF CORTEZ WAY ON THE LEFT AND THE MARK ON THE RIGHT, A
 DN3736'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 45.7 FT (13.9 M)
 DN3736'WITH A NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.2 FT (6 CM) BELOW
 DN3736'THE LEVEL OF THE GROUND AND ABOUT 0.6 FT (18 CM) BELOW THE LEVEL OF
 DN3736'MAIN STREET, THE DATUM POINT IS RECESSED 0.6 FT (18 CM) BELOW THE
 DN3736'LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DN3736'
 DN3736'LOCATED 51.0 FT (15.5 M) WEST OF THE NORTHWEST CORNER OF A WHITE
 DN3736'FENCE, 50.6 FT (15.4 M) WEST OF THE NORTHEAST CORNER OF A 6.0 FT (1.8
 DN3736'M) TALL CHAIN LINK FENCE, 19.9 FT (6.1 M) WEST OF THE EXTENDED
 DN3736'CENTERLINE OF CORTEZ WAY, 16.8 FT (5.1 M) WEST OF A POWER POLE NUMBER
 DN3736'55304843901 WITH ONE TRANSFORMER ATTACHED, 15.3 FT (4.7 M) SOUTH OF
 DN3736'THE APPROXIMATE CENTERLINE OF THE EASTBOUND LANES OF MAIN STREET AND
 DN3736'1.4 FT (0.4 M) NORTH OF A 6.0 FT (1.8 M) TALL CHAIN LINK FENCE.
 DN3736'
 DN3736'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DN3736'CAP.
 DN3736'
 DN3736'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DN3736'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3735 ***********************************************************************
 DN3735  DESIGNATION -  872 5368 C
 DN3735  PID         -  DN3735
 DN3735  STATE/COUNTY-  FL/LEE
 DN3735  COUNTRY     -  US
 DN3735  USGS QUAD   -  FORT MYERS BEACH (2018)
 DN3735
 DN3735                         *CURRENT SURVEY CONTROL
 DN3735  ______________________________________________________________________
 DN3735* NAD 83(1986) POSITION- 26 27 32.21   (N) 081 56 43.69   (W)   HD_HELD1
 DN3735* NAVD 88 ORTHO HEIGHT -     1.029 (meters)        3.38  (feet) ADJUSTED
 DN3735  ______________________________________________________________________
 DN3735  GEOID HEIGHT    -        -23.848 (meters)                     GEOID18
 DN3735  DYNAMIC HEIGHT  -          1.028 (meters)        3.37  (feet) COMP
 DN3735  MODELED GRAVITY -    979,065.7   (mgal)                       NAVD 88
 DN3735
 DN3735  VERT ORDER      -  FIRST     CLASS II
 DN3735
 DN3735.The horizontal coordinates were determined by differentially corrected
 DN3735.hand held GPS observations or other comparable positioning techniques
 DN3735.and have an estimated accuracy of +/- 3 meters.
 DN3735
 DN3735.The orthometric height was determined by differential leveling and
 DN3735.adjusted by the NATIONAL GEODETIC SURVEY
 DN3735.in May 2013.
 DN3735
 DN3735.No vertical observational check was made to the station.
 DN3735
 DN3735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3735.GEOID18 height accuracy estimate available here.
 DN3735
 DN3735.Click photographs - Photos may exist for this station.
 DN3735
 DN3735.The dynamic height is computed by dividing the NAVD 88
 DN3735.geopotential number by the normal gravity value computed on the
 DN3735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3735.degrees latitude (g = 980.6199 gals.).
 DN3735
 DN3735.The modeled gravity was interpolated from observed gravity values.
 DN3735
 DN3735;                    North         East    Units  Estimated Accuracy
 DN3735;SPC FL W     -   235,460.5     205,437.8     MT  (+/- 3 meters HH1 GPS) 
 DN3735
 DN3735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0574726857(NAD 83)
 DN3735
 DN3735                          SUPERSEDED SURVEY CONTROL
 DN3735
 DN3735.No superseded survey control is available for this station.
 DN3735
 DN3735_MARKER: DD = SURVEY DISK
 DN3735_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DN3735+WITH SETTING: PAVEMENT
 DN3735_SP_SET: FOUNDATION
 DN3735_STAMPING: 5368 C 2008
 DN3735_MARK LOGO: FLDEP
 DN3735_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DN3735+STABILITY: SURFACE MOTION
 DN3735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DN3735+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2016
 DN3735
 DN3735  HISTORY     - Date     Condition        Report By
 DN3735  HISTORY     - 20081015 MONUMENTED       FLDEP
 DN3735  HISTORY     - 20160123 GOOD             GEOCAC
 DN3735
 DN3735                          STATION DESCRIPTION
 DN3735
 DN3735'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3735'THE MARK IS ABOUT 9.2 MI (14.8 KM) WEST OF ESTERO, 4.3 MI (6.9 KM)
 DN3735'EAST OF SANIBEL, 0.5 MI (0.8 KM) NORTHWEST OF FORT MYERS BEACH, IN
 DN3735'SECTION 19, TOWNSHIP 46 SOUTH, RANGE 24 EAST.
 DN3735'
 DN3735'TO REACH THE MARK FROM THE INTERSECTION OF SUMMERLIN ROAD (COUNTY ROAD
 DN3735'869) AND SAN CARLOS BOULEVARD (STATE HIGHWAY 865) UNDERPASS ON THE
 DN3735'SOUTHWEST SIDE OF FORT MYERS, GO SOUTH ON SAN CARLOS BOULEVARD (STATE
 DN3735'HIGHWAY 865) FOR 2.5 MI (4.0 KM) TO THE INTERSECTION OF MAIN STREET.
 DN3735'TURN LEFT ON MAIN STREET AND GO EASTERLY FOR 0.45 MI (0.7 KM) TO THE
 DN3735'MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A ROUND CONCRETE FOUNDATION
 DN3735'AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF MAIN STREET.
 DN3735'
 DN3735'LOCATED 90.5 FT (27.6 M) SOUTHEAST OF A POWER POLE NUMBER 553045447
 DN3735'WITH ONE STREET LIGHT AND TWO GUY WIRES ATTACHED, 42.0 FT (12.8 M)
 DN3735'WEST-NORTHWEST OF A POWER POLE, 34.6 FT (10.5 M) SOUTHWEST OF THE
 DN3735'APPROXIMATE CENTERLINE OF MAIN STREET, 21.3 FT (6.5 M) NORTHWEST OF
 DN3735'THE NORTHWEST CORNER OF A 10.0 FT (3.0 M) TALL CHAIN LINK FENCE WITH
 DN3735'THREE BARBWIRES ON THE TOP, 8.4 FT (2.6 M) WEST-SOUTHWEST OF A LEE
 DN3735'COUNTY UTILITY CONTROL PUMP STATION NUMBER 281 AND 1.0 FT (0.3 M)
 DN3735'EAST-NORTHEAST OF THE SOUTHWEST SIDE OF THE FOUNDATION.
 DN3735
 DN3735                          STATION RECOVERY (2016)
 DN3735
 DN3735'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 DN3735'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7849 ***********************************************************************
 AD7849  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7849  DESIGNATION -  872 5368 TIDAL 1
 AD7849  PID         -  AD7849
 AD7849  STATE/COUNTY-  FL/LEE
 AD7849  COUNTRY     -  US
 AD7849  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7849
 AD7849                         *CURRENT SURVEY CONTROL
 AD7849  ______________________________________________________________________
 AD7849* NAD 83(1986) POSITION- 26 27 37.49   (N) 081 56 26.15   (W)   HD_HELD1
 AD7849* NAVD 88 ORTHO HEIGHT -     0.760 (meters)        2.49  (feet) ADJUSTED
 AD7849  ______________________________________________________________________
 AD7849  GEOID HEIGHT    -        -23.861 (meters)                     GEOID18
 AD7849  DYNAMIC HEIGHT  -          0.759 (meters)        2.49  (feet) COMP
 AD7849  MODELED GRAVITY -    979,065.5   (mgal)                       NAVD 88
 AD7849
 AD7849  VERT ORDER      -  FIRST     CLASS II
 AD7849
 AD7849.The horizontal coordinates were determined by differentially corrected
 AD7849.hand held GPS observations or other comparable positioning techniques
 AD7849.and have an estimated accuracy of +/- 3 meters.
 AD7849
 AD7849.The orthometric height was determined by differential leveling and
 AD7849.adjusted by the NATIONAL GEODETIC SURVEY
 AD7849.in May 2013.
 AD7849
 AD7849.No vertical observational check was made to the station.
 AD7849
 AD7849.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7849.GEOID18 height accuracy estimate available here.
 AD7849
 AD7849.This Tidal Bench Mark is designated as VM 7305
 AD7849.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7849
 AD7849.Click photographs - Photos may exist for this station.
 AD7849
 AD7849.The dynamic height is computed by dividing the NAVD 88
 AD7849.geopotential number by the normal gravity value computed on the
 AD7849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7849.degrees latitude (g = 980.6199 gals.).
 AD7849
 AD7849.The modeled gravity was interpolated from observed gravity values.
 AD7849
 AD7849;                    North         East    Units  Estimated Accuracy
 AD7849;SPC FL W     -   235,623.2     205,923.5     MT  (+/- 3 meters HH1 GPS) 
 AD7849
 AD7849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0623427016(NAD 83)
 AD7849
 AD7849                          SUPERSEDED SURVEY CONTROL
 AD7849
 AD7849  NAVD 88 (??/??/92)    0.768  (m)            2.52   (f) SUPERSEDED  3 0
 AD7849  NGVD 29 (09/01/92)    1.129  (m)            3.70   (f) ADJUSTED    2 1
 AD7849
 AD7849.Superseded values are not recommended for survey control.
 AD7849
 AD7849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7849.See file dsdata.pdf to determine how the superseded data were derived.
 AD7849
 AD7849_MARKER: DJ = TIDAL STATION DISK
 AD7849_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7849_SP_SET: SEAWALL
 AD7849_STAMPING: NO 1 1973
 AD7849_MARK LOGO: NOS
 AD7849_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7849+STABILITY: SURFACE MOTION
 AD7849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7849+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2016
 AD7849
 AD7849  HISTORY     - Date     Condition        Report By
 AD7849  HISTORY     - 1973     MONUMENTED       NOS
 AD7849  HISTORY     - 1984     GOOD             FLDNR
 AD7849  HISTORY     - 19961203 GOOD             USPSQD
 AD7849  HISTORY     - 19971202 GOOD             USPSQD
 AD7849  HISTORY     - 20050318 GOOD             USPSQD
 AD7849  HISTORY     - 20050502 GOOD             USPSQD
 AD7849  HISTORY     - 20081015 GOOD             FLDEP
 AD7849  HISTORY     - 20160115 GOOD             GEOCAC
 AD7849
 AD7849                          STATION DESCRIPTION
 AD7849
 AD7849'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7849'1.2 MI NE FROM FORT MYERS BEACH.
 AD7849'BEGIN AT THE NORTHEAST END OF THE STATE ROAD 585 BRIDGE OVER MATANZAS
 AD7849'PASS, GO 0.05 MILE NORTHEAST ON THE HIGHWAY TO THE INTERSECTION OF
 AD7849'MAIN STREET, GO 0.75 MILE EAST ON MAIN STREET TO THE PORT CARLOS COVE
 AD7849'MOBILE COLONY, CONTINUE 0.15 MILE EAST TO BLACKBEARD WAY, GO 0.15
 AD7849'MILE NORTH ON BLACKBEARD WAY TO ITS END AND THE MARK VICINITY.  THE
 AD7849'MARK BEARS 11.4 FEET NORTHWEST OF MOBILE HOME 86, 5.4 FEET SOUTHEAST
 AD7849'OF A BOAT DOCK, 90 FEET WEST OF TIDAL BENCH MARK NO 2 1973, AND IS
 AD7849'SET IN THE TOP OF THE SEAWALL.
 AD7849
 AD7849                          STATION RECOVERY (1996)
 AD7849
 AD7849'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7849'RECOVERED IN GOOD CONDITION.
 AD7849
 AD7849                          STATION RECOVERY (1997)
 AD7849
 AD7849'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7849'RECOVERED IN GOOD CONDITION.
 AD7849
 AD7849                          STATION RECOVERY (2005)
 AD7849
 AD7849'RECOVERY NOTE BY US POWER SQUADRON 2005 (JCG)
 AD7849'RECOVERED IN GOOD CONDITION.
 AD7849
 AD7849                          STATION RECOVERY (2005)
 AD7849
 AD7849'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 AD7849'RECOVERED IN GOOD CONDITION.
 AD7849
 AD7849                          STATION RECOVERY (2008)
 AD7849
 AD7849'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7849'RECOVERED AS DESCRIBED.
 AD7849
 AD7849                          STATION RECOVERY (2016)
 AD7849
 AD7849'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD7849'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7848 ***********************************************************************
 AD7848  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7848  DESIGNATION -  872 5368 TIDAL 2
 AD7848  PID         -  AD7848
 AD7848  STATE/COUNTY-  FL/LEE
 AD7848  COUNTRY     -  US
 AD7848  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7848
 AD7848                         *CURRENT SURVEY CONTROL
 AD7848  ______________________________________________________________________
 AD7848* NAD 83(1986) POSITION- 26 27 38.     (N) 081 56 26.     (W)   SCALED
 AD7848* NAVD 88 ORTHO HEIGHT -     0.741 (meters)        2.43  (feet) POSTED
 AD7848  ______________________________________________________________________
 AD7848  GEOID HEIGHT    -        -23.861 (meters)                     GEOID18
 AD7848  DYNAMIC HEIGHT  -          0.74  (meters)        2.4   (feet) COMP
 AD7848  MODELED GRAVITY -    979,065.5   (mgal)                       NAVD 88
 AD7848
 AD7848  VERT ORDER      -  * POSTED, SEE BELOW
 AD7848
 AD7848.The horizontal coordinates were scaled from a map and have
 AD7848.an estimated accuracy of +/- 6 seconds.
 AD7848
 AD7848.The orthometric height was determined by differential leveling
 AD7848.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7848
 AD7848.* This is a POSTED BENCH MARK height.
 AD7848
 AD7848.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7848.GEOID18 height accuracy estimate available here.
 AD7848
 AD7848.This Tidal Bench Mark is designated as VM 7306
 AD7848.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7848
 AD7848.Click photographs - Photos may exist for this station.
 AD7848
 AD7848.The dynamic height is computed by dividing the NAVD 88
 AD7848.geopotential number by the normal gravity value computed on the
 AD7848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7848.degrees latitude (g = 980.6199 gals.).
 AD7848
 AD7848.The modeled gravity was interpolated from observed gravity values.
 AD7848
 AD7848;                    North         East    Units  Estimated Accuracy
 AD7848;SPC FL W     -   235,640.      205,930.      MT  (+/- 180 meters Scaled)
 AD7848
 AD7848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK062270(NAD 83)
 AD7848
 AD7848                          SUPERSEDED SURVEY CONTROL
 AD7848
 AD7848  NGVD 29 (09/01/92)    1.102  (m)            3.62   (f) ADJUSTED    2 1
 AD7848
 AD7848.Superseded values are not recommended for survey control.
 AD7848
 AD7848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7848.See file dsdata.pdf to determine how the superseded data were derived.
 AD7848
 AD7848_MARKER: DJ = TIDAL STATION DISK
 AD7848_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7848_SP_SET: SEAWALL
 AD7848_STAMPING: NO 2 1973
 AD7848_MARK LOGO: NOS
 AD7848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7848+STABILITY: SURFACE MOTION
 AD7848
 AD7848  HISTORY     - Date     Condition        Report By
 AD7848  HISTORY     - 1973     MONUMENTED       NOS
 AD7848  HISTORY     - 1984     GOOD             FLDNR
 AD7848  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AD7848  HISTORY     - 19971202 MARK NOT FOUND   USPSQD
 AD7848  HISTORY     - 20040329 MARK NOT FOUND   USPSQD
 AD7848  HISTORY     - 20050502 MARK NOT FOUND   USPSQD
 AD7848  HISTORY     - 20081015 MARK NOT FOUND   FLDEP
 AD7848
 AD7848                          STATION DESCRIPTION
 AD7848
 AD7848'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7848'1.2 MI NE FROM FORT MYERS BEACH.
 AD7848'BEGIN AT THE NORTHEAST END OF THE STATE ROAD 585 BRIDGE OVER MATANZAS
 AD7848'PASS, GO 0.05 MILE NORTHEAST ON THE HIGHWAY TO THE INTERSECTION OF
 AD7848'MAIN STREET, GO 0.75 MILE EAST ON MAIN STREET TO THE PORT CARLOS COVE
 AD7848'MOBILE COLONY, CONTINUE 0.15 MILE EAST TO BLACKBEARD WAY, GO 0.15
 AD7848'MILE NORTH ON BLACKBEARD WAY TO ITS END AND THE MARK VICINITY.  THE
 AD7848'MARK BEARS 11.3 FEET WEST OF A BOAT DOCK, 90 FEET EAST OF TIDAL BENCH
 AD7848'MARK NO 1 1973, 90 FEET NORTHWEST OF TIDAL BENCH MARK NO 3 1973, AND
 AD7848'IS SET IN THE SEAWALL ADJACENT TO MOBILE HOME SITES 87 AND 88.
 AD7848
 AD7848                          STATION RECOVERY (1996)
 AD7848
 AD7848'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7848'MARK NOT FOUND.
 AD7848
 AD7848                          STATION RECOVERY (1997)
 AD7848
 AD7848'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7848'MARK NOT FOUND.
 AD7848
 AD7848                          STATION RECOVERY (2004)
 AD7848
 AD7848'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7848'MARK NOT FOUND.
 AD7848
 AD7848                          STATION RECOVERY (2005)
 AD7848
 AD7848'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 AD7848'ACCORDING TO OWNER OF MOBIL HOME SITE 87, A NEW SEAWALL WAS INSTALLED
 AD7848'APPROXIMATELY 11 YEARS AGO.
 AD7848
 AD7848                          STATION RECOVERY (2008)
 AD7848
 AD7848'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7848'NOT RECOVERED. A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7847 ***********************************************************************
 AD7847  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7847  DESIGNATION -  872 5368 TIDAL 3
 AD7847  PID         -  AD7847
 AD7847  STATE/COUNTY-  FL/LEE
 AD7847  COUNTRY     -  US
 AD7847  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7847
 AD7847                         *CURRENT SURVEY CONTROL
 AD7847  ______________________________________________________________________
 AD7847* NAD 83(1986) POSITION- 26 27 38.31   (N) 081 56 24.63   (W)   HD_HELD1
 AD7847* NAVD 88 ORTHO HEIGHT -     0.748 (meters)        2.45  (feet) ADJUSTED
 AD7847  ______________________________________________________________________
 AD7847  GEOID HEIGHT    -        -23.862 (meters)                     GEOID18
 AD7847  DYNAMIC HEIGHT  -          0.747 (meters)        2.45  (feet) COMP
 AD7847  MODELED GRAVITY -    979,065.5   (mgal)                       NAVD 88
 AD7847
 AD7847  VERT ORDER      -  FIRST     CLASS II
 AD7847
 AD7847.The horizontal coordinates were determined by differentially corrected
 AD7847.hand held GPS observations or other comparable positioning techniques
 AD7847.and have an estimated accuracy of +/- 3 meters.
 AD7847
 AD7847.The orthometric height was determined by differential leveling and
 AD7847.adjusted by the NATIONAL GEODETIC SURVEY
 AD7847.in May 2013.
 AD7847
 AD7847.No vertical observational check was made to the station.
 AD7847
 AD7847.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7847.GEOID18 height accuracy estimate available here.
 AD7847
 AD7847.This Tidal Bench Mark is designated as VM 7307
 AD7847.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7847
 AD7847.Click photographs - Photos may exist for this station.
 AD7847
 AD7847.The dynamic height is computed by dividing the NAVD 88
 AD7847.geopotential number by the normal gravity value computed on the
 AD7847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7847.degrees latitude (g = 980.6199 gals.).
 AD7847
 AD7847.The modeled gravity was interpolated from observed gravity values.
 AD7847
 AD7847;                    North         East    Units  Estimated Accuracy
 AD7847;SPC FL W     -   235,648.4     205,965.6     MT  (+/- 3 meters HH1 GPS) 
 AD7847
 AD7847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0627627041(NAD 83)
 AD7847
 AD7847                          SUPERSEDED SURVEY CONTROL
 AD7847
 AD7847  NAVD 88 (??/??/92)    0.763  (m)            2.50   (f) SUPERSEDED  3 0
 AD7847  NGVD 29 (09/01/92)    1.124  (m)            3.69   (f) ADJUSTED    2 1
 AD7847
 AD7847.Superseded values are not recommended for survey control.
 AD7847
 AD7847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7847.See file dsdata.pdf to determine how the superseded data were derived.
 AD7847
 AD7847_MARKER: DJ = TIDAL STATION DISK
 AD7847_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7847_SP_SET: SEAWALL
 AD7847_STAMPING: NO 3 1973
 AD7847_MARK LOGO: NOS
 AD7847_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7847+STABILITY: SURFACE MOTION
 AD7847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7847+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2016
 AD7847
 AD7847  HISTORY     - Date     Condition        Report By
 AD7847  HISTORY     - 1973     MONUMENTED       NOS
 AD7847  HISTORY     - 1984     GOOD             FLDNR
 AD7847  HISTORY     - 19961203 GOOD             USPSQD
 AD7847  HISTORY     - 19971202 GOOD             USPSQD
 AD7847  HISTORY     - 20040329 GOOD             USPSQD
 AD7847  HISTORY     - 20050502 GOOD             USPSQD
 AD7847  HISTORY     - 20081015 GOOD             FLDEP
 AD7847  HISTORY     - 20160115 GOOD             GEOCAC
 AD7847
 AD7847                          STATION DESCRIPTION
 AD7847
 AD7847'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7847'1.2 MI NE FROM FORT MYERS BEACH.
 AD7847'BEGIN AT THE NORTHEAST END OF THE STATE ROAD 585 BRIDGE OVER MATANZAS
 AD7847'PASS, GO 0.05 MILE NORTHEAST ON THE HIGHWAY TO THE INTERSECTION OF
 AD7847'MAIN STREET, GO 0.75 MILE EAST ON MAIN STREET TO THE PORT CARLOS COVE
 AD7847'MOBILE COLONY, CONTINUE 0.15 MILE EAST TO BLACKBEARD WAY, GO 0.15
 AD7847'MILE NORTH ON BLACKBEARD WAY TO ITS END AND THE MARK VICINITY.  THE
 AD7847'MARK IS SET IN THE SEAWALL AT MOBILE HOME SITE 89, 90 FEET SOUTHEAST
 AD7847'OF TIDAL BENCH MARK NO 2 1973, AND 150 FEET NORTHWEST OF TIDAL BENCH
 AD7847'MARK N0 4 1973.
 AD7847
 AD7847                          STATION RECOVERY (1996)
 AD7847
 AD7847'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7847'RECOVERED IN GOOD CONDITION.
 AD7847
 AD7847                          STATION RECOVERY (1997)
 AD7847
 AD7847'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7847'RECOVERED IN GOOD CONDITION.
 AD7847
 AD7847                          STATION RECOVERY (2004)
 AD7847
 AD7847'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7847'RECOVERED IN GOOD CONDITION.
 AD7847
 AD7847                          STATION RECOVERY (2005)
 AD7847
 AD7847'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 AD7847'RECOVERED IN GOOD CONDITION.
 AD7847
 AD7847                          STATION RECOVERY (2008)
 AD7847
 AD7847'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7847'RECOVERED AS DESCRIBED.
 AD7847
 AD7847                          STATION RECOVERY (2016)
 AD7847
 AD7847'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD7847'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7846 ***********************************************************************
 AD7846  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7846  DESIGNATION -  872 5368 TIDAL 4
 AD7846  PID         -  AD7846
 AD7846  STATE/COUNTY-  FL/LEE
 AD7846  COUNTRY     -  US
 AD7846  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7846
 AD7846                         *CURRENT SURVEY CONTROL
 AD7846  ______________________________________________________________________
 AD7846* NAD 83(2011) POSITION- 26 27 37.30120(N) 081 56 23.60753(W)   ADJUSTED
 AD7846* NAD 83(2011) ELLIP HT-   -23.112 (meters)        (06/27/12)   ADJUSTED
 AD7846* NAD 83(2011) EPOCH   -  2010.00
 AD7846* NAVD 88 ORTHO HEIGHT -     0.756 (meters)        2.48  (feet) ADJUSTED
 AD7846  ______________________________________________________________________
 AD7846  GEOID HEIGHT    -        -23.862 (meters)                     GEOID18
 AD7846  NAD 83(2011) X  -    801,137.109 (meters)                     COMP
 AD7846  NAD 83(2011) Y  - -5,657,315.870 (meters)                     COMP
 AD7846  NAD 83(2011) Z  -  2,824,803.557 (meters)                     COMP
 AD7846  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 AD7846  DYNAMIC HEIGHT  -          0.755 (meters)        2.48  (feet) COMP
 AD7846  MODELED GRAVITY -    979,065.4   (mgal)                       NAVD 88
 AD7846
 AD7846  VERT ORDER      -  FIRST     CLASS II
 AD7846
 AD7846  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD7846  Standards:
 AD7846         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD7846            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD7846  -------------------------------------------------------------------
 AD7846  NETWORK    1.00   1.69           0.35   0.45   0.86     -0.17075982
 AD7846  -------------------------------------------------------------------
 AD7846  Click here for local accuracies and other accuracy information.
 AD7846
 AD7846.The horizontal coordinates were established by GPS observations
 AD7846.and adjusted by the National Geodetic Survey in June 2012.
 AD7846
 AD7846.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD7846.been affixed to the stable North American tectonic plate. See 
 AD7846.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD7846
 AD7846.The horizontal coordinates are valid at the epoch date displayed above
 AD7846.which is a decimal equivalence of Year/Month/Day.
 AD7846
 AD7846.The orthometric height was determined by differential leveling and
 AD7846.adjusted by the NATIONAL GEODETIC SURVEY
 AD7846.in May 2013.
 AD7846
 AD7846.No vertical observational check was made to the station.
 AD7846
 AD7846.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7846.GEOID18 height accuracy estimate available here.
 AD7846
 AD7846.This Tidal Bench Mark is designated as VM 7308
 AD7846.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7846
 AD7846.Click photographs - Photos may exist for this station.
 AD7846
 AD7846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD7846
 AD7846.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD7846
 AD7846.The ellipsoidal height was determined by GPS observations
 AD7846.and is referenced to NAD 83.
 AD7846
 AD7846.The dynamic height is computed by dividing the NAVD 88
 AD7846.geopotential number by the normal gravity value computed on the
 AD7846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7846.degrees latitude (g = 980.6199 gals.).
 AD7846
 AD7846.The modeled gravity was interpolated from observed gravity values.
 AD7846
 AD7846. The following values were computed from the NAD 83(2011) position.
 AD7846
 AD7846;                    North         East     Units Scale Factor Converg.
 AD7846;SPC FL W     -   235,617.398   205,993.976   MT  0.99994162   +0 01 36.4
 AD7846;SPC FL W     -   773,021.41    675,831.90   sFT  0.99994162   +0 01 36.4
 AD7846;UTM  17      - 2,927,010.033   406,304.998   MT  0.99970838   -0 25 07.8
 AD7846
 AD7846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7846!SPC FL W     -   1.00000363  x   0.99994162  =   0.99994525
 AD7846!UTM  17      -   1.00000363  x   0.99970838  =   0.99971201
 AD7846
 AD7846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0630427010(NAD 83)
 AD7846
 AD7846                          SUPERSEDED SURVEY CONTROL
 AD7846
 AD7846  NAD 83(2007)-  26 27 37.30154(N)    081 56 23.60816(W) AD(2002.00) 0
 AD7846  ELLIP H (02/10/07)  -23.071  (m)                       GP(2002.00)    
 AD7846  NAD 83(1999)-  26 27 37.30161(N)    081 56 23.60828(W) AD(       ) 1
 AD7846  ELLIP H (05/20/05)  -23.093  (m)                       GP(       ) 3 1
 AD7846  NAVD 88               0.77   (m)            2.5    (f) LEVELING    3  
 AD7846  NAVD 88 (??/??/92)    0.768  (m)            2.52   (f) SUPERSEDED  3 0
 AD7846  NGVD 29 (09/01/92)    1.129  (m)            3.70   (f) ADJUSTED    2 1
 AD7846
 AD7846.Superseded values are not recommended for survey control.
 AD7846
 AD7846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7846.See file dsdata.pdf to determine how the superseded data were derived.
 AD7846
 AD7846_MARKER: DJ = TIDAL STATION DISK
 AD7846_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7846_SP_SET: SEAWALL
 AD7846_STAMPING: NO 4 1973
 AD7846_MARK LOGO: NOS
 AD7846_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7846+STABILITY: SURFACE MOTION
 AD7846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7846+SATELLITE: SATELLITE OBSERVATIONS - December 22, 2023
 AD7846
 AD7846  HISTORY     - Date     Condition        Report By
 AD7846  HISTORY     - 1973     MONUMENTED       NOS
 AD7846  HISTORY     - 1984     GOOD             FLDNR
 AD7846  HISTORY     - 19961203 GOOD             USPSQD
 AD7846  HISTORY     - 19971202 GOOD             USPSQD
 AD7846  HISTORY     - 20040329 GOOD             USPSQD
 AD7846  HISTORY     - 20050215 GOOD             FLDEP
 AD7846  HISTORY     - 20050502 GOOD             USPSQD
 AD7846  HISTORY     - 20081015 GOOD             FLDEP
 AD7846  HISTORY     - 20121201 GOOD             AMEC
 AD7846  HISTORY     - 20160115 GOOD             GEOCAC
 AD7846  HISTORY     - 20231222 GOOD             DEI
 AD7846
 AD7846                          STATION DESCRIPTION
 AD7846
 AD7846'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7846'1.2 MI NE FROM FORT MYERS BEACH.
 AD7846'BEGIN AT THE NORTHEAST END OF THE STATE ROAD 585 BRIDGE OVER MATANZAS
 AD7846'PASS, GO 0.05 MILE NORTHEAST ON THE HIGHWAY TO THE INTERSECTION OF
 AD7846'MAIN STREET, GO 0.75 MILE EAST ON MAIN STREET TO THE PORT CARLOS COVE
 AD7846'MOBILE COLONY, CONTINUE 0.15 MILE EAST TO BLACKBEARD WAY, GO 0.15
 AD7846'MILE NORTH ON BLACKBEARD WAY TO ITS END AND THE MARK VICINITY.  THE
 AD7846'MARK IS SET IN THE SEAWALL AT MOBILE HOME SITE 91, 150 FEET SOUTHEAST
 AD7846'OF TIDAL BENCH MARK NO 3 1973.
 AD7846
 AD7846                          STATION RECOVERY (1996)
 AD7846
 AD7846'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7846'RECOVERED IN GOOD CONDITION.
 AD7846
 AD7846                          STATION RECOVERY (1997)
 AD7846
 AD7846'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7846'RECOVERED IN GOOD CONDITION.
 AD7846
 AD7846                          STATION RECOVERY (2004)
 AD7846
 AD7846'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7846'RECOVERED IN GOOD CONDITION.
 AD7846
 AD7846                          STATION RECOVERY (2005)
 AD7846
 AD7846'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (RWH)
 AD7846'RECOVERED IN GOOD CONDITION.
 AD7846
 AD7846                          STATION RECOVERY (2005)
 AD7846
 AD7846'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 AD7846'RECOVERED IN GOOD CONDITION.
 AD7846
 AD7846                          STATION RECOVERY (2008)
 AD7846
 AD7846'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7846'RECOVERED AS DESCRIBED.
 AD7846
 AD7846                          STATION RECOVERY (2012)
 AD7846
 AD7846'RECOVERY NOTE BY AMEC EARTH & ENVIRONMENTAL 2012 (JH)
 AD7846'RECOVERED IN GOOD CONDITION.
 AD7846
 AD7846                          STATION RECOVERY (2016)
 AD7846
 AD7846'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD7846'RECOVERED IN GOOD CONDITION.
 AD7846
 AD7846                          STATION RECOVERY (2023)
 AD7846
 AD7846'RECOVERY NOTE BY DEWBERRY ENGINEERING INC. 2023 (AF)
 AD7846'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7845 ***********************************************************************
 AD7845  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7845  DESIGNATION -  872 5368 TIDAL 5
 AD7845  PID         -  AD7845
 AD7845  STATE/COUNTY-  FL/LEE
 AD7845  COUNTRY     -  US
 AD7845  USGS QUAD   -  FORT MYERS BEACH (2018)
 AD7845
 AD7845                         *CURRENT SURVEY CONTROL
 AD7845  ______________________________________________________________________
 AD7845* NAD 83(1986) POSITION- 26 27 35.10   (N) 081 56 24.19   (W)   HD_HELD1
 AD7845* NAVD 88 ORTHO HEIGHT -     0.737 (meters)        2.42  (feet) ADJUSTED
 AD7845  ______________________________________________________________________
 AD7845  GEOID HEIGHT    -        -23.861 (meters)                     GEOID18
 AD7845  DYNAMIC HEIGHT  -          0.736 (meters)        2.41  (feet) COMP
 AD7845  MODELED GRAVITY -    979,065.4   (mgal)                       NAVD 88
 AD7845
 AD7845  VERT ORDER      -  FIRST     CLASS II
 AD7845
 AD7845.The horizontal coordinates were determined by differentially corrected
 AD7845.hand held GPS observations or other comparable positioning techniques
 AD7845.and have an estimated accuracy of +/- 3 meters.
 AD7845
 AD7845.The orthometric height was determined by differential leveling and
 AD7845.adjusted by the NATIONAL GEODETIC SURVEY
 AD7845.in May 2013.
 AD7845
 AD7845.No vertical observational check was made to the station.
 AD7845
 AD7845.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7845.GEOID18 height accuracy estimate available here.
 AD7845
 AD7845.This Tidal Bench Mark is designated as VM 7309
 AD7845.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7845
 AD7845.Click photographs - Photos may exist for this station.
 AD7845
 AD7845.The dynamic height is computed by dividing the NAVD 88
 AD7845.geopotential number by the normal gravity value computed on the
 AD7845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7845.degrees latitude (g = 980.6199 gals.).
 AD7845
 AD7845.The modeled gravity was interpolated from observed gravity values.
 AD7845
 AD7845;                    North         East    Units  Estimated Accuracy
 AD7845;SPC FL W     -   235,549.6     205,977.9     MT  (+/- 3 meters HH1 GPS) 
 AD7845
 AD7845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0628826942(NAD 83)
 AD7845
 AD7845                          SUPERSEDED SURVEY CONTROL
 AD7845
 AD7845  NAVD 88 (??/??/92)    0.765  (m)            2.51   (f) SUPERSEDED  3 0
 AD7845  NGVD 29 (09/01/92)    1.126  (m)            3.69   (f) ADJUSTED    2 1
 AD7845
 AD7845.Superseded values are not recommended for survey control.
 AD7845
 AD7845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7845.See file dsdata.pdf to determine how the superseded data were derived.
 AD7845
 AD7845_MARKER: DJ = TIDAL STATION DISK
 AD7845_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7845_SP_SET: SEAWALL
 AD7845_STAMPING: NO 5 1973
 AD7845_MARK LOGO: NOS
 AD7845_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7845+STABILITY: SURFACE MOTION
 AD7845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7845+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2008
 AD7845
 AD7845  HISTORY     - Date     Condition        Report By
 AD7845  HISTORY     - 1973     MONUMENTED       NOS
 AD7845  HISTORY     - 1984     GOOD             FLDNR
 AD7845  HISTORY     - 19961203 GOOD             USPSQD
 AD7845  HISTORY     - 19971202 GOOD             USPSQD
 AD7845  HISTORY     - 20040329 GOOD             USPSQD
 AD7845  HISTORY     - 20050502 GOOD             USPSQD
 AD7845  HISTORY     - 20081015 GOOD             FLDEP
 AD7845
 AD7845                          STATION DESCRIPTION
 AD7845
 AD7845'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7845'1.2 MI NE FROM FORT MYERS BEACH.
 AD7845'BEGIN AT THE NORTHEAST END OF THE STATE ROAD 585 BRIDGE OVER MATANZAS
 AD7845'PASS, GO 0.05 MILE NORTHEAST ON THE HIGHWAY TO THE INTERSECTION OF
 AD7845'MAIN STREET, GO 0.75 MILE EAST ON MAIN STREET TO THE PORT CARLOS COVE
 AD7845'MOBILE COLONY, CONTINUE 0.15 MILE EAST TO BLACKBEARD WAY, GO 0.15
 AD7845'MILE NORTH ON BLACKBEARD WAY TO ITS END AND THE MARK VICINITY.  THE
 AD7845'MARK IS SET IN THE SEAWALL AT MOBILE HOME SITE 97, 235 FEET SOUTH OF
 AD7845'TIDAL BENCH MARK NO 4 1973.
 AD7845
 AD7845                          STATION RECOVERY (1996)
 AD7845
 AD7845'RECOVERY NOTE BY US POWER SQUADRON 1996
 AD7845'RECOVERED IN GOOD CONDITION.
 AD7845
 AD7845                          STATION RECOVERY (1997)
 AD7845
 AD7845'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7845'RECOVERED IN GOOD CONDITION.
 AD7845
 AD7845                          STATION RECOVERY (2004)
 AD7845
 AD7845'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7845'RECOVERED IN GOOD CONDITION.
 AD7845
 AD7845                          STATION RECOVERY (2005)
 AD7845
 AD7845'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 AD7845'RECOVERED IN GOOD CONDITION.
 AD7845
 AD7845                          STATION RECOVERY (2008)
 AD7845
 AD7845'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7845'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8724 ***********************************************************************
 DL8724  DESIGNATION -  872 5383 A
 DL8724  PID         -  DL8724
 DL8724  STATE/COUNTY-  FL/LEE
 DL8724  COUNTRY     -  US
 DL8724  USGS QUAD   -  WULFERT (2018)
 DL8724
 DL8724                         *CURRENT SURVEY CONTROL
 DL8724  ______________________________________________________________________
 DL8724* NAD 83(1986) POSITION- 26 28 56.99   (N) 082 10 53.66   (W)   HD_HELD1
 DL8724* NAVD 88 ORTHO HEIGHT -     2.867 (meters)        9.41  (feet) ADJUSTED
 DL8724  ______________________________________________________________________
 DL8724  GEOID HEIGHT    -        -23.528 (meters)                     GEOID18
 DL8724  DYNAMIC HEIGHT  -          2.862 (meters)        9.39  (feet) COMP
 DL8724  MODELED GRAVITY -    979,081.2   (mgal)                       NAVD 88
 DL8724
 DL8724  VERT ORDER      -  SECOND    CLASS I
 DL8724
 DL8724.The horizontal coordinates were determined by differentially corrected
 DL8724.hand held GPS observations or other comparable positioning techniques
 DL8724.and have an estimated accuracy of +/- 3 meters.
 DL8724
 DL8724.The orthometric height was determined by differential leveling and
 DL8724.adjusted by the NATIONAL GEODETIC SURVEY
 DL8724.in July 2010.
 DL8724
 DL8724.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8724.GEOID18 height accuracy estimate available here.
 DL8724
 DL8724.Click photographs - Photos may exist for this station.
 DL8724
 DL8724.The dynamic height is computed by dividing the NAVD 88
 DL8724.geopotential number by the normal gravity value computed on the
 DL8724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8724.degrees latitude (g = 980.6199 gals.).
 DL8724
 DL8724.The modeled gravity was interpolated from observed gravity values.
 DL8724
 DL8724;                    North         East    Units  Estimated Accuracy
 DL8724;SPC FL W     -   238,081.2     181,897.4     MT  (+/- 3 meters HH1 GPS) 
 DL8724
 DL8724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8223329660(NAD 83)
 DL8724
 DL8724                          SUPERSEDED SURVEY CONTROL
 DL8724
 DL8724.No superseded survey control is available for this station.
 DL8724
 DL8724_MARKER: DD = SURVEY DISK
 DL8724_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL8724_SP_SET: BRIDGE WING WALL
 DL8724_STAMPING: 5383 A 2008
 DL8724_MARK LOGO: FLDEP
 DL8724_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8724_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL8724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL8724+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2025
 DL8724
 DL8724  HISTORY     - Date     Condition        Report By
 DL8724  HISTORY     - 20081101 MONUMENTED       FLDNR
 DL8724  HISTORY     - 20151130 GOOD             INDIV
 DL8724  HISTORY     - 20200723 GOOD             T2UES
 DL8724  HISTORY     - 20230810 GOOD             FLDEP
 DL8724  HISTORY     - 20250130 GOOD             FLDEP
 DL8724
 DL8724                          STATION DESCRIPTION
 DL8724
 DL8724'DESCRIBED BY FL DEPT OF NAT RES 2008 (JLM)
 DL8724'THE MARK IS ABOUT 9.8 MI (15.8 KM) SOUTH-SOUTHWEST OF PINE ISLAND
 DL8724'CENTER, 2.7 MI (4.3 KM) SOUTH OF CAPTIVA, 0.4 MI (0.6 KM)
 DL8724'WEST-NORTHWEST OF WULFERT, 0.05 MI (0.1 KM) NORTHWEST OF THE NORTHWEST
 DL8724'END OF THE HIGHWAY BRIDGE OVER BLIND PASS, IN SECTION 2, TOWNSHIP 46
 DL8724'SOUTH, RANGE 21 EAST.
 DL8724'
 DL8724'TO REACH THE MARK FROM THE CAPITVA POST OFFICE IN CAPTIVA, GO EAST ON
 DL8724'CAPTIVA BOULEVARD FOR 0.2 MI (0.3 KM) TO A SHARP TURN SOUTH.  CONTINUE
 DL8724'SOUTH ON CAPTIVA BOULEVARD FOR 0.5 MI (0.8 KM) TO A SHARP TURN WEST.
 DL8724'CONTINUE WEST ON CAPTIVA BOULEVARD FOR 0.1 MI (0.2 KM) TO A SHARP TURN
 DL8724'SOUTH.  CONTINUE SOUTH ON CAPTIVA BOULEVARD FOR 2.5 MI (4.0 KM) TO THE
 DL8724'MARK ON THE LEFT.  THE MARK CAN ALSO BE REACHED FROM THE JUNCTION OF
 DL8724'CAUSEWAY ROAD NORTH AND PERIWINKLE WAY IN SANIBEL, GO SOUTHWEST ON
 DL8724'PERIWINKLE WAY FOR 0.35 MI (0.6 KM) TO THE INTERSECTION OF TARPON BAY
 DL8724'ROAD.  CONTINUE WESTERLY ON CAPTIVA BOULEVARD FOR 7.3 MI (11.7 KM) TO
 DL8724'THE EAST END OF THE HIGHWAY BRIDGE NUMBER 124077 THAT SPANS BLIND PASS
 DL8724'AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE NORTHEAST WING
 DL8724'WALL AND ABOUT LEVEL WITH SANIBEL CAPTIVA ROAD.
 DL8724'
 DL8724'LOCATED 168.1 FT (51.2 M) NORTHWEST OF A YELLOW FIRE HYDRANT, 25.5 FT
 DL8724'(7.8 M) NORTH OF THE CENTERLINE OF CAPTIVA BOULEVARD, 19.0 FT (5.8 M)
 DL8724'SOUTHWEST OF A WOODEN POWER POLE AND A ELECTRICAL BOX, 12.3 FT (3.7 M)
 DL8724'NORTHWEST OF THE WEST SIDE OF A DRAIN AND 5.8 FT (1.8 M) NORTHWEST OF
 DL8724'THE SOUTHEAST EDGE OF THE BRIDGE GUARDRAIL ON THE NORTH SIDE OF THE
 DL8724'WALKWAY.
 DL8724
 DL8724                          STATION RECOVERY (2015)
 DL8724
 DL8724'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (KW)
 DL8724'RECOVERED IN GOOD CONDITION.
 DL8724
 DL8724                          STATION RECOVERY (2020)
 DL8724
 DL8724'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 DL8724'RECOVERED AS DESCRIBED.
 DL8724
 DL8724                          STATION RECOVERY (2023)
 DL8724
 DL8724'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (REM)
 DL8724'RECOVERED AS DESCRIBED.
 DL8724
 DL8724                          STATION RECOVERY (2025)
 DL8724
 DL8724'RECOVERY NOTE BY FL DEPT OF ENV PRO 2025 (MAH)
 DL8724'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8722 ***********************************************************************
 DL8722  DESIGNATION -  872 5383 B
 DL8722  PID         -  DL8722
 DL8722  STATE/COUNTY-  FL/LEE
 DL8722  COUNTRY     -  US
 DL8722  USGS QUAD   -  WULFERT (2018)
 DL8722
 DL8722                         *CURRENT SURVEY CONTROL
 DL8722  ______________________________________________________________________
 DL8722* NAD 83(1986) POSITION- 26 28 58.33   (N) 082 11 00.18   (W)   HD_HELD1
 DL8722* NAVD 88 ORTHO HEIGHT -     1.574 (meters)        5.16  (feet) ADJUSTED
 DL8722  ______________________________________________________________________
 DL8722  GEOID HEIGHT    -        -23.528 (meters)                     GEOID18
 DL8722  DYNAMIC HEIGHT  -          1.572 (meters)        5.16  (feet) COMP
 DL8722  MODELED GRAVITY -    979,081.2   (mgal)                       NAVD 88
 DL8722
 DL8722  VERT ORDER      -  SECOND    CLASS I
 DL8722
 DL8722.The horizontal coordinates were determined by differentially corrected
 DL8722.hand held GPS observations or other comparable positioning techniques
 DL8722.and have an estimated accuracy of +/- 3 meters.
 DL8722
 DL8722.The orthometric height was determined by differential leveling and
 DL8722.adjusted by the NATIONAL GEODETIC SURVEY
 DL8722.in March 2021.
 DL8722
 DL8722.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8722.GEOID18 height accuracy estimate available here.
 DL8722
 DL8722.Click photographs - Photos may exist for this station.
 DL8722
 DL8722.The dynamic height is computed by dividing the NAVD 88
 DL8722.geopotential number by the normal gravity value computed on the
 DL8722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8722.degrees latitude (g = 980.6199 gals.).
 DL8722
 DL8722.The modeled gravity was interpolated from observed gravity values.
 DL8722
 DL8722;                    North         East    Units  Estimated Accuracy
 DL8722;SPC FL W     -   238,122.7     181,716.8     MT  (+/- 3 meters HH1 GPS) 
 DL8722
 DL8722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8205329703(NAD 83)
 DL8722
 DL8722                          SUPERSEDED SURVEY CONTROL
 DL8722
 DL8722  NAVD 88 (07/21/10)    1.579  (m)            5.18   (f) SUPERSEDED  2 1
 DL8722
 DL8722.Superseded values are not recommended for survey control.
 DL8722
 DL8722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL8722.See file dsdata.pdf to determine how the superseded data were derived.
 DL8722
 DL8722_MARKER: DD = SURVEY DISK
 DL8722_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL8722_SP_SET: WALKWAY
 DL8722_STAMPING: 5383 B 2008
 DL8722_MARK LOGO: FLDEP
 DL8722_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL8722_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL8722+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2025
 DL8722
 DL8722  HISTORY     - Date     Condition        Report By
 DL8722  HISTORY     - 20081102 MONUMENTED       FLDEP
 DL8722  HISTORY     - 20160122 GOOD             GEOCAC
 DL8722  HISTORY     - 20200723 GOOD             T2UES
 DL8722  HISTORY     - 20250130 GOOD             FLDEP
 DL8722
 DL8722                          STATION DESCRIPTION
 DL8722
 DL8722'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL8722'THE MARK IS ABOUT 9.8 MI (15.8 KM) SOUTH-SOUTHWEST OF PINE ISLAND
 DL8722'CENTER, 2.7 MI (4.3 KM) SOUTH OF CAPTIVA, 0.4 MI (0.6 KM)
 DL8722'WEST-NORTHWEST OF WULFERT, 0.05 MI (0.1 KM) NORTHWEST OF THE NORTHWEST
 DL8722'END OF THE HIGHWAY BRIDGE OVER BLIND PASS, IN SECTION 2, TOWNSHIP 46
 DL8722'SOUTH, RANGE 21 EAST.
 DL8722'
 DL8722'TO REACH THE MARK FROM THE CAPITVA POST OFFICE IN CAPTIVA, GO EAST ON
 DL8722'CAPTIVA BOULEVARD FOR 0.2 MI (0.3 KM) TO A SHARP TURN SOUTH.  CONTINUE
 DL8722'SOUTH ON CAPTIVA BOULEVARD FOR 0.5 MI (0.8 KM) TO A SHARP TURN WEST.
 DL8722'CONTINUE WEST ON CAPTIVA BOULEVARD FOR 0.1 MI (0.2 KM) TO A SHARP TURN
 DL8722'SOUTH.  CONTINUE SOUTH ON CAPTIVA BOULEVARD FOR 2.4 MI (3.9 KM) TO THE
 DL8722'MARK ON THE RIGHT.  THE MARK CAN ALSO BE REACHED FROM THE JUNCTION OF
 DL8722'CAUSEWAY ROAD NORTH AND PERIWINKLE WAY IN SANIBEL, GO SOUTHWEST ON
 DL8722'PERIWINKLE WAY FOR 0.35 MI (0.6 KM) TO THE INTERSECTION OF TARPON BAY
 DL8722'ROAD.  CONTINUE WESTERLY ON CAPTIVA BOULEVARD FOR 7.4 MI (11.9 KM) TO
 DL8722'THE WEST END OF THE HIGHWAY BRIDGE NUMBER 124077 THAT SPANS BLIND
 DL8722'PASS.  CONTINUE NORTHWEST ON CAPTIVA BOULEVARD FOR 0.05 MI (0.1 KM) TO
 DL8722'THE ENTRANCE TO THE LEE COUNTY PARK ON THE LEFT AND THE MARK ON THE
 DL8722'LEFT, SET FLUSH IN THE TOP OF THE CONCRETE WALKWAY FOR THE RESTROOM
 DL8722'AND ABOUT LEVEL WITH CAPTIVA BOULEVARD.
 DL8722'
 DL8722'LOCATED 125.0 FT (38.1 M) SOUTH-SOUTHWEST OF THE APPROXIMATE
 DL8722'CENTERLINE OF SANIBEL CAPTIVA ROAD AND THE CENTERLINE OF A PEDESTRIAN
 DL8722'CROSSING PATH, 124.0 FT (37.8 M) SOUTH-SOUTHEAST OF A FLDNR SURVEY
 DL8722'MARK R-108.75 94, 19.4 FT (5.9 M) SOUTH-SOUTHWEST OF THE NORTHWEST
 DL8722'CORNER OF THE WOMENS RESTROOM, 3.3 FT (1.0 M) WEST OF THE SOUTHWEST
 DL8722'CORNER OF THE MENS RESTROOM AND 1.0 FT (0.3 M) NORTH OF THE SOUTHWEST
 DL8722'CORNER OF THE RESTROOM WALKWAY.
 DL8722
 DL8722                          STATION RECOVERY (2016)
 DL8722
 DL8722'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 DL8722'THE MARK IS 3.3 FT (1.0 M) WEST OF THE SOUTHWEST CORNER OF THE
 DL8722'SOUTHERNMOST RESTROOM.
 DL8722
 DL8722                          STATION RECOVERY (2020)
 DL8722
 DL8722'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 DL8722'RECOVERED AS DESCRIBED.
 DL8722
 DL8722                          STATION RECOVERY (2025)
 DL8722
 DL8722'RECOVERY NOTE BY FL DEPT OF ENV PRO 2025 (MAH)
 DL8722'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1764 ***********************************************************************
 AG1764  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1764  DESIGNATION -  872 5383 TIDAL 2
 AG1764  PID         -  AG1764
 AG1764  STATE/COUNTY-  FL/LEE
 AG1764  COUNTRY     -  US
 AG1764  USGS QUAD   -  WULFERT (2018)
 AG1764
 AG1764                         *CURRENT SURVEY CONTROL
 AG1764  ______________________________________________________________________
 AG1764* NAD 83(1986) POSITION- 26 28 58.     (N) 082 10 57.     (W)   SCALED
 AG1764* NAVD 88 ORTHO HEIGHT -     1.635 (meters)        5.36  (feet) ADJUSTED
 AG1764  ______________________________________________________________________
 AG1764  GEOID HEIGHT    -        -23.528 (meters)                     GEOID18
 AG1764  DYNAMIC HEIGHT  -          1.632 (meters)        5.35  (feet) COMP
 AG1764  MODELED GRAVITY -    979,081.2   (mgal)                       NAVD 88
 AG1764
 AG1764  VERT ORDER      -  FIRST     CLASS I
 AG1764
 AG1764.The horizontal coordinates were scaled from a map and have
 AG1764.an estimated accuracy of +/- 6 seconds.
 AG1764
 AG1764.The orthometric height was determined by differential leveling and
 AG1764.adjusted by the NATIONAL GEODETIC SURVEY
 AG1764.in June 1991.
 AG1764
 AG1764.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1764.GEOID18 height accuracy estimate available here.
 AG1764
 AG1764.This Tidal Bench Mark is designated as VM 7316
 AG1764.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1764
 AG1764.Click photographs - Photos may exist for this station.
 AG1764
 AG1764.The dynamic height is computed by dividing the NAVD 88
 AG1764.geopotential number by the normal gravity value computed on the
 AG1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1764.degrees latitude (g = 980.6199 gals.).
 AG1764
 AG1764.The modeled gravity was interpolated from observed gravity values.
 AG1764
 AG1764;                    North         East    Units  Estimated Accuracy
 AG1764;SPC FL W     -   238,110.      181,810.      MT  (+/- 180 meters Scaled)
 AG1764
 AG1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK821296(NAD 83)
 AG1764
 AG1764                          SUPERSEDED SURVEY CONTROL
 AG1764
 AG1764  NAVD 88 (??/??/92)    2.584  (m)            8.48   (f) POSTED      3  
 AG1764  NGVD 29 (??/??/92)    1.99   (m)            6.5    (f) COMPUTED    1 1
 AG1764
 AG1764.Superseded values are not recommended for survey control.
 AG1764
 AG1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1764.See file dsdata.pdf to determine how the superseded data were derived.
 AG1764
 AG1764_MARKER: DB = BENCH MARK DISK
 AG1764_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG1764_SP_SET: BRIDGE ABUTMENT
 AG1764_STAMPING: NO 2 1965
 AG1764_MARK LOGO: CGS
 AG1764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG1764
 AG1764  HISTORY     - Date     Condition        Report By
 AG1764  HISTORY     - 1965     MONUMENTED       CGS
 AG1764  HISTORY     - 1984     GOOD             FLDNR
 AG1764  HISTORY     - 1984     GOOD             FLDNR
 AG1764  HISTORY     - 1989     GOOD             USPSQD
 AG1764  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG1764  HISTORY     - 20200723 MARK NOT FOUND   T2UES
 AG1764
 AG1764                          STATION DESCRIPTION
 AG1764
 AG1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1764'2.6 MI S FROM CAPTIVA.
 AG1764'ABOUT 0.05 MILE WEST ALONG COCONUT DRIVE FROM THE POST OFFICE AT
 AG1764'CAPTIVA, THENCE ABOUT 2.5 MILES SOUTH ALONG CAPTIVA BOULEVARD,
 AG1764'ALONG CAPTIVA ISLAND, IN SECTION 11, R 21 E, T 46 S, SET IN THE
 AG1764'TOP OF THE NORTHWEST ABUTMENT OF THE HIGHWAY BRIDGE OVER BLIND
 AG1764'PASS, 23.0 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND
 AG1764'IS ABOUT 4 FEET BELOW THE LEVEL OF THE BRIDGE FLOOR.
 AG1764
 AG1764                          STATION RECOVERY (1984)
 AG1764
 AG1764'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1764'RECOVERED IN GOOD CONDITION.
 AG1764
 AG1764                          STATION RECOVERY (1984)
 AG1764
 AG1764'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1764'RECOVERED IN GOOD CONDITION.
 AG1764
 AG1764                          STATION RECOVERY (1989)
 AG1764
 AG1764'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AG1764'RECOVERED IN GOOD CONDITION.
 AG1764
 AG1764                          STATION RECOVERY (1990)
 AG1764
 AG1764'RECOVERY NOTE BY US POWER SQUADRON 1990 (ASK)
 AG1764'MARK NOT FOUND.
 AG1764
 AG1764                          STATION RECOVERY (2020)
 AG1764
 AG1764'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AG1764'NOT RECOVERED.  SEARCHED FOR NOT RECOVERED.
 AG1764'
 AG1764'NOTE-THE MARK IS CONSIDERED DESTROYED AS THE BRIDGE WAS RECONSTRUCTED
 AG1764'IN 1990.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9343 ***********************************************************************
 AG9343  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9343  DESIGNATION -  872 5391 G TIDAL
 AG9343  PID         -  AG9343
 AG9343  STATE/COUNTY-  FL/LEE
 AG9343  COUNTRY     -  US
 AG9343  USGS QUAD   -  SANIBEL (2018)
 AG9343
 AG9343                         *CURRENT SURVEY CONTROL
 AG9343  ______________________________________________________________________
 AG9343* NAD 83(1986) POSITION- 26 29 05.     (N) 082 00 37.     (W)   SCALED
 AG9343* NAVD 88 ORTHO HEIGHT -     0.561 (meters)        1.84  (feet) POSTED
 AG9343  ______________________________________________________________________
 AG9343  GEOID HEIGHT    -        -23.745 (meters)                     GEOID18
 AG9343  DYNAMIC HEIGHT  -          0.56  (meters)        1.8   (feet) COMP
 AG9343  MODELED GRAVITY -    979,073.5   (mgal)                       NAVD 88
 AG9343
 AG9343  VERT ORDER      -  * POSTED, SEE BELOW
 AG9343
 AG9343.The horizontal coordinates were scaled from a map and have
 AG9343.an estimated accuracy of +/- 6 seconds.
 AG9343
 AG9343.The orthometric height was determined by differential leveling
 AG9343.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AG9343
 AG9343.* This is a POSTED BENCH MARK height.
 AG9343
 AG9343.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9343.GEOID18 height accuracy estimate available here.
 AG9343
 AG9343.This Tidal Bench Mark is designated as VM 7322
 AG9343.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9343
 AG9343.Click photographs - Photos may exist for this station.
 AG9343
 AG9343.The dynamic height is computed by dividing the NAVD 88
 AG9343.geopotential number by the normal gravity value computed on the
 AG9343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9343.degrees latitude (g = 980.6199 gals.).
 AG9343
 AG9343.The modeled gravity was interpolated from observed gravity values.
 AG9343
 AG9343;                    North         East    Units  Estimated Accuracy
 AG9343;SPC FL W     -   238,320.      198,980.      MT  (+/- 180 meters Scaled)
 AG9343
 AG9343_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK993297(NAD 83)
 AG9343
 AG9343                          SUPERSEDED SURVEY CONTROL
 AG9343
 AG9343  NGVD 29 (09/01/92)    0.917  (m)            3.01   (f) ADJUSTED    2 1
 AG9343
 AG9343.Superseded values are not recommended for survey control.
 AG9343
 AG9343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9343.See file dsdata.pdf to determine how the superseded data were derived.
 AG9343
 AG9343_MARKER: DJ = TIDAL STATION DISK
 AG9343_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9343_SP_SET: CONCRETE BULKHEAD
 AG9343_STAMPING: 5391 G 1984
 AG9343_MARK LOGO: NOS
 AG9343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9343+STABILITY: SURFACE MOTION
 AG9343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9343+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2012
 AG9343
 AG9343  HISTORY     - Date     Condition        Report By
 AG9343  HISTORY     - 1984     MONUMENTED       FLDNR
 AG9343  HISTORY     - 19990224 GOOD             USPSQD
 AG9343  HISTORY     - 20120324 GOOD             CRAMER
 AG9343  HISTORY     - 20200721 MARK NOT FOUND   T2UES
 AG9343
 AG9343                          STATION DESCRIPTION
 AG9343
 AG9343'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9343'IN PUNTA RASSA.
 AG9343'THE MARK IS AT THE FRIZZELL KONTINOS PUBLIC BOAT RAMP AND PARK, 400
 AG9343'FEET WEST OF THE TOLL BOOTH TO THE SANIBEL ISLAND CAUSEWAY, 14.5 FEET
 AG9343'SOUTHWEST OF THE CENTERLINE OF THE SOUTHWESTERNMOST BOAT RAMP, 77
 AG9343'FEET NORTH OF A CHAIN-LINK FENCE CORNER, 14 FEET NORTHEAST OF AN
 AG9343'AUSTRALIAN PINE, AND IS SET IN THE TOP OF THE RAMP BULKHEAD.
 AG9343
 AG9343                          STATION RECOVERY (1999)
 AG9343
 AG9343'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG9343'RECOVERED IN GOOD CONDITION.
 AG9343
 AG9343                          STATION RECOVERY (2012)
 AG9343
 AG9343'RECOVERY NOTE BY D CRAMER SURVEYING INC 2012 (DKC)
 AG9343'RECOVERED IN GOOD CONDITION.
 AG9343
 AG9343                          STATION RECOVERY (2020)
 AG9343
 AG9343'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AG9343'NOT RECOVERED.
 AG9343'
 AG9343'NOTE-BOAT RAMP BULKHEAD APPEARS TO HAVE BEEN REDONE IN THE LAST COUPLE
 AG9343'OF YEARS SO NO ACCURATE MEASUREMENT FROM THE CENTER OF THE BOAT RAMP
 AG9343'MATCHED, THERE IS NO AUSTRALIAN PINE IN THE AREA AND THE CHAIN LINK
 AG9343'FENCE IS GONE.  THE MARK IS CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR7005 ***********************************************************************
 DR7005  TIDAL BM    -  This is a Tidal Bench Mark.
 DR7005  DESIGNATION -  872 5391 H
 DR7005  PID         -  DR7005
 DR7005  STATE/COUNTY-  FL/LEE
 DR7005  COUNTRY     -  US
 DR7005  USGS QUAD   -  FORT MYERS BEACH (2018)
 DR7005
 DR7005                         *CURRENT SURVEY CONTROL
 DR7005  ______________________________________________________________________
 DR7005* NAD 83(1986) POSITION- 26 29 31.19   (N) 081 58 55.62   (W)   HD_HELD1
 DR7005* NAVD 88 ORTHO HEIGHT -     1.902 (meters)        6.24  (feet) ADJUSTED
 DR7005  ______________________________________________________________________
 DR7005  GEOID HEIGHT    -        -23.808 (meters)                     GEOID18
 DR7005  DYNAMIC HEIGHT  -          1.899 (meters)        6.23  (feet) COMP
 DR7005  MODELED GRAVITY -    979,071.3   (mgal)                       NAVD 88
 DR7005
 DR7005  VERT ORDER      -  FIRST     CLASS II
 DR7005
 DR7005.The horizontal coordinates were determined by differentially corrected
 DR7005.hand held GPS observations or other comparable positioning techniques
 DR7005.and have an estimated accuracy of +/- 3 meters.
 DR7005
 DR7005.The orthometric height was determined by differential leveling and
 DR7005.adjusted by the NATIONAL GEODETIC SURVEY
 DR7005.in February 2022.
 DR7005
 DR7005.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7005.GEOID18 height accuracy estimate available here.
 DR7005
 DR7005.This Tidal Bench Mark is designated as VM 24436
 DR7005.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR7005
 DR7005.Click photographs - Photos may exist for this station.
 DR7005
 DR7005.The dynamic height is computed by dividing the NAVD 88
 DR7005.geopotential number by the normal gravity value computed on the
 DR7005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7005.degrees latitude (g = 980.6199 gals.).
 DR7005
 DR7005.The modeled gravity was interpolated from observed gravity values.
 DR7005
 DR7005;                    North         East    Units  Estimated Accuracy
 DR7005;SPC FL W     -   239,121.0     201,782.8     MT  (+/- 3 meters HH1 GPS) 
 DR7005
 DR7005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0212230545(NAD 83)
 DR7005
 DR7005                          SUPERSEDED SURVEY CONTROL
 DR7005
 DR7005.No superseded survey control is available for this station.
 DR7005
 DR7005_MARKER: F = FLANGE-ENCASED ROD
 DR7005_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR7005+WITH SETTING: INFORMATION.
 DR7005_STAMPING: 5391 H 2021
 DR7005_MARK LOGO: FLDEP
 DR7005_PROJECTION: RECESSED 11 CENTIMETERS
 DR7005_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR7005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR7005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7005+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2025
 DR7005_ROD/PIPE-DEPTH: 1.2 meters
 DR7005
 DR7005  HISTORY     - Date     Condition        Report By
 DR7005  HISTORY     - 20210222 MONUMENTED       T2UES
 DR7005  HISTORY     - 20250801 GOOD             FLDEP
 DR7005
 DR7005                          STATION DESCRIPTION
 DR7005
 DR7005'DESCRIBED BY T2 UES, INC. 2021 (SU)
 DR7005'THE MARK IS LOCATED ABOUT 10.9 MI (17.5 KM) SOUTH-SOUTHEAST OF
 DR7005'MATLACHA, 3.9 MI (6.3 KM) NORTHEAST OF SANIBEL AND 3.5 MI (5.6 KM)
 DR7005'NORTHWEST OF FORT MYERS BEACH.
 DR7005'
 DR7005'TO REACH FROM THE INTERSECTION OF Y JUNCTION OF MCGREGOR BOULEVARD AND
 DR7005'SUMMERLAND ROAD IN SOUTHWEST IONA SHORES, GO 0.25 MI (0.40 KM)
 DR7005'SOUTHWEST ALONG MCGREGOR BOULEVARD TO THE INTERSECTION OF SHELL POINT
 DR7005'BOULEVARD AND THE STATION SET IN THE BULLNOSE OF THE NORTHEAST GRASS
 DR7005'MEDIAN ON MCGREGOR BOULEVARD.
 DR7005'
 DR7005'THE MARK IS LOCATED 20.30 FT (6.2 M) NORTHWEST OF THE BACK OF THE CURB
 DR7005'OF THE EASTBOUND LANE, 14.0 FT (4.3 M) SOUTHEAST OF THE BACK OF CURB
 DR7005'OF THE WESTBOUND LANE, 6.60 FT (2.0 M) SOUTHEAST OF A NO U TURN SIGN
 DR7005'AND 2.2 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DR7005'
 DR7005'NOTE-ATTEMPTED TO SET STATION AT SEVERAL LOCATIONS IN THE AREA AND GOT
 DR7005'ABOUT THE SAME DEPTH EACH TIME.  THE ROD WAS ANCHORED AFTER POUNDING
 DR7005'WITH THE DRIVER AND THE ROD DID NOT MOVE.
 DR7005'
 DR7005'NOTE-A MAGNETIC WAS PLACED INSIDE THE PVC PIPE.
 DR7005'
 DR7005'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DR7005
 DR7005                          STATION RECOVERY (2025)
 DR7005
 DR7005'RECOVERY NOTE BY FL DEPT OF ENV PRO 2025 (RXG)
 DR7005'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR7006 ***********************************************************************
 DR7006  TIDAL BM    -  This is a Tidal Bench Mark.
 DR7006  DESIGNATION -  872 5391 J
 DR7006  PID         -  DR7006
 DR7006  STATE/COUNTY-  FL/LEE
 DR7006  COUNTRY     -  US
 DR7006  USGS QUAD   -  SANIBEL (2018)
 DR7006
 DR7006                         *CURRENT SURVEY CONTROL
 DR7006  ______________________________________________________________________
 DR7006* NAD 83(1986) POSITION- 26 29 09.49   (N) 082 00 41.43   (W)   HD_HELD1
 DR7006* NAVD 88 ORTHO HEIGHT -     0.831 (meters)        2.73  (feet) ADJUSTED
 DR7006  ______________________________________________________________________
 DR7006  GEOID HEIGHT    -        -23.744 (meters)                     GEOID18
 DR7006  DYNAMIC HEIGHT  -          0.830 (meters)        2.72  (feet) COMP
 DR7006  MODELED GRAVITY -    979,073.7   (mgal)                       NAVD 88
 DR7006
 DR7006  VERT ORDER      -  FIRST     CLASS II
 DR7006
 DR7006.The horizontal coordinates were determined by differentially corrected
 DR7006.hand held GPS observations or other comparable positioning techniques
 DR7006.and have an estimated accuracy of +/- 3 meters.
 DR7006
 DR7006.The orthometric height was determined by differential leveling and
 DR7006.adjusted by the NATIONAL GEODETIC SURVEY
 DR7006.in February 2022.
 DR7006
 DR7006.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7006.GEOID18 height accuracy estimate available here.
 DR7006
 DR7006.This Tidal Bench Mark is designated as VM 24438
 DR7006.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR7006
 DR7006.Click photographs - Photos may exist for this station.
 DR7006
 DR7006.The dynamic height is computed by dividing the NAVD 88
 DR7006.geopotential number by the normal gravity value computed on the
 DR7006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7006.degrees latitude (g = 980.6199 gals.).
 DR7006
 DR7006.The modeled gravity was interpolated from observed gravity values.
 DR7006
 DR7006;                    North         East    Units  Estimated Accuracy
 DR7006;SPC FL W     -   238,453.1     198,852.7     MT  (+/- 3 meters HH1 GPS) 
 DR7006
 DR7006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9918729900(NAD 83)
 DR7006
 DR7006                          SUPERSEDED SURVEY CONTROL
 DR7006
 DR7006.No superseded survey control is available for this station.
 DR7006
 DR7006_MARKER: F = FLANGE-ENCASED ROD
 DR7006_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7006_STAMPING: 5391 J 2021
 DR7006_MARK LOGO: FLDEP
 DR7006_PROJECTION: RECESSED 9 CENTIMETERS
 DR7006_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR7006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7006+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2021
 DR7006_ROD/PIPE-DEPTH: 27.9 meters
 DR7006
 DR7006  HISTORY     - Date     Condition        Report By
 DR7006  HISTORY     - 20210223 MONUMENTED       T2UES
 DR7006
 DR7006                          STATION DESCRIPTION
 DR7006
 DR7006'DESCRIBED BY T2 UES, INC. 2021 (SU)
 DR7006'THE MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) EAST OF WULFERT, 4.6 MI
 DR7006'(7.4 KM) WEST-NORTHWEST OF FORT MYERS BEACH AND 2.7 MI (4.3 KM)
 DR7006'NORTH-NORTHEAST OF SANIBEL.
 DR7006'
 DR7006'TO REACH THE STATION FROM THE JUNCTION OF SANIBEL CAUSEWAY, MCGREGOR
 DR7006'BOULEVARD AND PUNTA RASSA ROAD IN SOUTHEAST PUNTA RASSA GO 0.3 MI (0.5
 DR7006'KM) NORTHWEST ALONG PUNTA RASSA ROAD TO THE STATION ON THE NORTH SIDE
 DR7006'OF THE ROAD.
 DR7006'
 DR7006'THE MARK IS LOCATED 37.0 FT (11.3 M) SOUTHEAST OF A CENTURY LINK
 DR7006'RISER, 10.30 FT (3.1 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DR7006'CONCRETE TELEGRAPH BUILDING AND 1.4 FT (0.4 M) NORTH OF THE NORTH EDGE
 DR7006'OF A CONCRETE SIDEWALK.
 DR7006'
 DR7006'NOTE-NO WITNESS WAS SET PER REQUEST OF THE LAND OWNER.
 DR7006'
 DR7006'NOTE-A MAGNETIC WAS PLACED INSIDE THE PVC PIPE.
 DR7006'
 DR7006'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR7007 ***********************************************************************
 DR7007  TIDAL BM    -  This is a Tidal Bench Mark.
 DR7007  DESIGNATION -  872 5391 K
 DR7007  PID         -  DR7007
 DR7007  STATE/COUNTY-  FL/LEE
 DR7007  COUNTRY     -  US
 DR7007  USGS QUAD   -  SANIBEL (2018)
 DR7007
 DR7007                         *CURRENT SURVEY CONTROL
 DR7007  ______________________________________________________________________
 DR7007* NAD 83(1986) POSITION- 26 29 17.55   (N) 082 00 45.83   (W)   HD_HELD1
 DR7007* NAVD 88 ORTHO HEIGHT -     1.416 (meters)        4.65  (feet) ADJUSTED
 DR7007  ______________________________________________________________________
 DR7007  GEOID HEIGHT    -        -23.745 (meters)                     GEOID18
 DR7007  DYNAMIC HEIGHT  -          1.414 (meters)        4.64  (feet) COMP
 DR7007  MODELED GRAVITY -    979,074.0   (mgal)                       NAVD 88
 DR7007
 DR7007  VERT ORDER      -  FIRST     CLASS II
 DR7007
 DR7007.The horizontal coordinates were determined by differentially corrected
 DR7007.hand held GPS observations or other comparable positioning techniques
 DR7007.and have an estimated accuracy of +/- 3 meters.
 DR7007
 DR7007.The orthometric height was determined by differential leveling and
 DR7007.adjusted by the NATIONAL GEODETIC SURVEY
 DR7007.in February 2022.
 DR7007
 DR7007.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7007.GEOID18 height accuracy estimate available here.
 DR7007
 DR7007.This Tidal Bench Mark is designated as VM 24437
 DR7007.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR7007
 DR7007.Click photographs - Photos may exist for this station.
 DR7007
 DR7007.The dynamic height is computed by dividing the NAVD 88
 DR7007.geopotential number by the normal gravity value computed on the
 DR7007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7007.degrees latitude (g = 980.6199 gals.).
 DR7007
 DR7007.The modeled gravity was interpolated from observed gravity values.
 DR7007
 DR7007;                    North         East    Units  Estimated Accuracy
 DR7007;SPC FL W     -   238,701.2     198,730.8     MT  (+/- 3 meters HH1 GPS) 
 DR7007
 DR7007_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9906730149(NAD 83)
 DR7007
 DR7007                          SUPERSEDED SURVEY CONTROL
 DR7007
 DR7007.No superseded survey control is available for this station.
 DR7007
 DR7007_MARKER: F = FLANGE-ENCASED ROD
 DR7007_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7007_STAMPING: 5391 K 2021
 DR7007_MARK LOGO: FLDEP
 DR7007_PROJECTION: RECESSED 12 CENTIMETERS
 DR7007_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR7007_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7007+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2021
 DR7007_ROD/PIPE-DEPTH: 24.1 meters
 DR7007
 DR7007  HISTORY     - Date     Condition        Report By
 DR7007  HISTORY     - 20210301 MONUMENTED       T2UES
 DR7007
 DR7007                          STATION DESCRIPTION
 DR7007
 DR7007'DESCRIBED BY T2 UES, INC. 2021 (SU)
 DR7007'THE MARK IS LOCATED ABOUT 10.3 MI (16.6 KM) EAST OF WULFERT, 4.7 MI
 DR7007'(7.6 KM) WEST-NORTHWEST OF FORT MYERS BEACH AND 2.8 MI (4.5 KM)
 DR7007'NORTH-NORTHEAST OF SANIBEL.
 DR7007'
 DR7007'TO REACH FROM THE JUNCTION OF SANIBAL CAUSEWAY, MCGREGOR BOULEVARD AND
 DR7007'PUNTA RASSA ROAD GO 0.35 MI (0.56 KM) NORTHWEST ALONG PUNTA RASSA ROAD
 DR7007'TO WERE IT DEAD ENDS AT THE ENTRANCE TO THE PUNTA RASSA CONDOMINIUMS.
 DR7007'CONTINUE NORTH THROUGH THE PARKING LOT TO THE LAST CONDOMINIUM AND THE
 DR7007'STATION ON THE NORTH SIDE OF THE MOST NORTHERLY CONDOMINIUM BUILDING.
 DR7007'
 DR7007'THE STATION IS LOCATE 34.5 FT (10.5 M) NORTHWEST OF THE EDGE OF
 DR7007'PAVEMENT OF THE PARKING LOT, 20.4 FT (6.2 M) EAST OF THE EAST EDGE OF
 DR7007'A BRICK PAVER SIDEWALK, 19.50 FT (5.9 M) SOUTH OF A 36 INCH (91 CM)
 DR7007'PALM TREE, 18, 5 FT (1.5 M) WEST OF THE EDGE OF A WOOD DOCK.
 DR7007'
 DR7007'NOTE-A WITNESS POST WAS NOT SET AT THE REQUEST OF THE CONDOMINIUM
 DR7007'MANAGER.
 DR7007'
 DR7007'NOTE-A MAGNETIC WAS PLACED INSIDE THE PVC PIPE.
 DR7007'
 DR7007'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1731 ***********************************************************************
 AG1731  DESIGNATION -  872 5391 TIDAL 5
 AG1731  PID         -  AG1731
 AG1731  STATE/COUNTY-  FL/LEE
 AG1731  COUNTRY     -  US
 AG1731  USGS QUAD   -  SANIBEL (2018)
 AG1731
 AG1731                         *CURRENT SURVEY CONTROL
 AG1731  ______________________________________________________________________
 AG1731* NAD 83(1986) POSITION- 26 29 13.     (N) 082 00 44.     (W)   SCALED
 AG1731* NAVD 88 ORTHO HEIGHT -     1.064 (meters)        3.49  (feet) ADJUSTED
 AG1731  ______________________________________________________________________
 AG1731  GEOID HEIGHT    -        -23.744 (meters)                     GEOID18
 AG1731  DYNAMIC HEIGHT  -          1.063 (meters)        3.49  (feet) COMP
 AG1731  MODELED GRAVITY -    979,073.9   (mgal)                       NAVD 88
 AG1731
 AG1731  VERT ORDER      -  FIRST     CLASS I
 AG1731
 AG1731.The horizontal coordinates were scaled from a map and have
 AG1731.an estimated accuracy of +/- 6 seconds.
 AG1731
 AG1731.The orthometric height was determined by differential leveling and
 AG1731.adjusted by the NATIONAL GEODETIC SURVEY
 AG1731.in June 1991.
 AG1731
 AG1731.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1731.GEOID18 height accuracy estimate available here.
 AG1731
 AG1731.Click photographs - Photos may exist for this station.
 AG1731
 AG1731.The dynamic height is computed by dividing the NAVD 88
 AG1731.geopotential number by the normal gravity value computed on the
 AG1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1731.degrees latitude (g = 980.6199 gals.).
 AG1731
 AG1731.The modeled gravity was interpolated from observed gravity values.
 AG1731
 AG1731;                    North         East    Units  Estimated Accuracy
 AG1731;SPC FL W     -   238,560.      198,780.      MT  (+/- 180 meters Scaled)
 AG1731
 AG1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK991300(NAD 83)
 AG1731
 AG1731                          SUPERSEDED SURVEY CONTROL
 AG1731
 AG1731  NGVD 29 (??/??/92)    1.42   (m)            4.7    (f) COMPUTED    1 1
 AG1731
 AG1731.Superseded values are not recommended for survey control.
 AG1731
 AG1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1731.See file dsdata.pdf to determine how the superseded data were derived.
 AG1731
 AG1731_MARKER: DB = BENCH MARK DISK
 AG1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1731_STAMPING: 5 MAG 1927
 AG1731_MARK LOGO: CGS
 AG1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1731+STABILITY: SURFACE MOTION
 AG1731
 AG1731  HISTORY     - Date     Condition        Report By
 AG1731  HISTORY     - 1927     MONUMENTED       CGS
 AG1731  HISTORY     - 1965     GOOD             CGS
 AG1731  HISTORY     - 1989     GOOD             USPSQD
 AG1731  HISTORY     - 1990     GOOD             USPSQD
 AG1731  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AG1731  HISTORY     - 20200721 MARK NOT FOUND   T2UES
 AG1731
 AG1731                          STATION DESCRIPTION
 AG1731
 AG1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1731'15.2 MI SW FROM FORT MYERS.
 AG1731'ABOUT 15.15 MILES SOUTHWEST AND SOUTH ALONG STATE HIGHWAY 867
 AG1731'FROM THE COURTHOUSE AT FORT MYERS, 0.35 MILES WEST OF THE TOLL
 AG1731'BOOTH AT THE NORTHEAST END OF THE SANIBEL CAUSEWAY, IN SECTION
 AG1731'9, R 23 E, T 46 S, AT THE VILLAGE OF PUNTA RASSA, 207 FEET
 AG1731'SOUTHEAST OF THE SEA WALL OF SAN CARLOS BAY, 157 FEET NORTH-NORTHWEST
 AG1731'OF THE NORTHWEST PORCH CORNER OF THE PUNTA RASSA GROCERY, 44
 AG1731'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 245 FEET NORTH OF
 AG1731'TIDAL 6 DESCRIBED, SET IN THE TOP OF 20 X 17 INCH CONCRETE
 AG1731'COVERED BRICK MONUMENT WHICH PROJECTS ABOUT 0.9 FOOT, 1.6 FEET
 AG1731'EAST OF A METAL WITNESS POST AND ABOUT 0.5 FOOT ABOVE THE LEVEL
 AG1731'OF THE HIGHWAY.
 AG1731
 AG1731                          STATION RECOVERY (1989)
 AG1731
 AG1731'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AG1731'RECOVERED IN GOOD CONDITION.
 AG1731
 AG1731                          STATION RECOVERY (1990)
 AG1731
 AG1731'RECOVERY NOTE BY US POWER SQUADRON 1990 (ASK)
 AG1731'RECOVERED IN GOOD CONDITION.
 AG1731
 AG1731                          STATION RECOVERY (1998)
 AG1731
 AG1731'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG1731'MARK NOT FOUND.
 AG1731
 AG1731                          STATION RECOVERY (2020)
 AG1731
 AG1731'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AG1731'NOT RECOVERED.
 AG1731'
 AG1731'NOTE-THERE IS NO LONGER A SEAWALL ON SAN CARLOS BAY, THE SEAWALL HAS
 AG1731'BEEN REPLACED BY RJP RAP, THE RASSA VILLAGE AND RASSA GROCERY NO
 AG1731'LONGER EXIST. ALL REFERENCE MEASUREMENTS ARE GONE.  A THOROUGH SEARCH
 AG1731'OF THE AREA WAS DONE, POSSIBLE STATION IS STILL INTACT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1730 ***********************************************************************
 AG1730  DESIGNATION -  872 5391 TIDAL 6
 AG1730  PID         -  AG1730
 AG1730  STATE/COUNTY-  FL/LEE
 AG1730  COUNTRY     -  US
 AG1730  USGS QUAD   -  SANIBEL (2018)
 AG1730
 AG1730                         *CURRENT SURVEY CONTROL
 AG1730  ______________________________________________________________________
 AG1730* NAD 83(1986) POSITION- 26 29 11.     (N) 082 00 43.     (W)   SCALED
 AG1730* NAVD 88 ORTHO HEIGHT -     0.482 (meters)        1.58  (feet) ADJUSTED
 AG1730  ______________________________________________________________________
 AG1730  GEOID HEIGHT    -        -23.744 (meters)                     GEOID18
 AG1730  DYNAMIC HEIGHT  -          0.482 (meters)        1.58  (feet) COMP
 AG1730  MODELED GRAVITY -    979,073.8   (mgal)                       NAVD 88
 AG1730
 AG1730  VERT ORDER      -  FIRST     CLASS I
 AG1730
 AG1730.The horizontal coordinates were scaled from a map and have
 AG1730.an estimated accuracy of +/- 6 seconds.
 AG1730
 AG1730.The orthometric height was determined by differential leveling and
 AG1730.adjusted by the NATIONAL GEODETIC SURVEY
 AG1730.in June 1991.
 AG1730
 AG1730.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1730.GEOID18 height accuracy estimate available here.
 AG1730
 AG1730.Click photographs - Photos may exist for this station.
 AG1730
 AG1730.The dynamic height is computed by dividing the NAVD 88
 AG1730.geopotential number by the normal gravity value computed on the
 AG1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1730.degrees latitude (g = 980.6199 gals.).
 AG1730
 AG1730.The modeled gravity was interpolated from observed gravity values.
 AG1730
 AG1730;                    North         East    Units  Estimated Accuracy
 AG1730;SPC FL W     -   238,500.      198,810.      MT  (+/- 180 meters Scaled)
 AG1730
 AG1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK991299(NAD 83)
 AG1730
 AG1730                          SUPERSEDED SURVEY CONTROL
 AG1730
 AG1730  NGVD 29 (??/??/92)    0.84   (m)            2.8    (f) COMPUTED    1 1
 AG1730
 AG1730.Superseded values are not recommended for survey control.
 AG1730
 AG1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1730.See file dsdata.pdf to determine how the superseded data were derived.
 AG1730
 AG1730_MARKER: DB = BENCH MARK DISK
 AG1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1730_STAMPING: 6 1927
 AG1730_MARK LOGO: CGS
 AG1730_PROJECTION: RECESSED 5 CENTIMETERS
 AG1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1730+STABILITY: SURFACE MOTION
 AG1730
 AG1730  HISTORY     - Date     Condition        Report By
 AG1730  HISTORY     - 1927     MONUMENTED       CGS
 AG1730  HISTORY     - 1965     GOOD             CGS
 AG1730  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG1730  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG1730  HISTORY     - 19980205 MARK NOT FOUND   USPSQD
 AG1730  HISTORY     - 19990224 MARK NOT FOUND   USPSQD
 AG1730  HISTORY     - 20200721 MARK NOT FOUND   T2UES
 AG1730
 AG1730                          STATION DESCRIPTION
 AG1730
 AG1730'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1730'15.1 MI SW FROM FORT MYERS.
 AG1730'ABOUT 15.1 MILES SOUTHWEST AND SOUTH ALONG STATE HIGHWAY 867
 AG1730'FROM THE COURTHOUSE AT FORT MYERS, 0.3 MILE WEST OF THE TOLL
 AG1730'BOOTH AT THE NORTHEAST END OF THE SANIBEL CAUSEWAY, IN SECTION
 AG1730'9, R 23 E, T 46 S, AT THE VILLAGE OF PUNTA RASSA, 75.5 FEET
 AG1730'SOUTHWEST OF THE SOUTHWEST CORNER OF THE PORCH OF THE PUNTA
 AG1730'RASSA GROCERY, 21 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 AG1730'21.5 FEET NORTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER, 245 FEET
 AG1730'SOUTH OF TIDAL 5 DESCRIBED, ABOUT LEVEL WITH THE HIGHWAY AND
 AG1730'IS A DISK IN THE TOP OF A CONCRETE POST 2 INCHES UNDERGROUND.
 AG1730
 AG1730                          STATION RECOVERY (1989)
 AG1730
 AG1730'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AG1730'MARK NOT FOUND.
 AG1730
 AG1730                          STATION RECOVERY (1990)
 AG1730
 AG1730'RECOVERY NOTE BY US POWER SQUADRON 1990 (ASK)
 AG1730'MARK NOT FOUND.
 AG1730
 AG1730                          STATION RECOVERY (1998)
 AG1730
 AG1730'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG1730'MARK NOT FOUND.
 AG1730
 AG1730                          STATION RECOVERY (1999)
 AG1730
 AG1730'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG1730'MARK NOT FOUND.
 AG1730
 AG1730                          STATION RECOVERY (2020)
 AG1730
 AG1730'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AG1730'NOT RECOVERED.
 AG1730'
 AG1730'NOTE-VILLAGE OF PUNTA RASSA AND PUNTA RASSA GROCERY NO LONGER EXIST.
 AG1730'THE RIGHT-OF-WAY MARKER COULD NOT BE FOUND.  A THOROUGH SEARCH WAS
 AG1730'MADE OF THE AREA, POSSIBLE STATION IS STILL INTACT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1729 ***********************************************************************
 AG1729  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1729  DESIGNATION -  872 5391 TIDAL 7
 AG1729  PID         -  AG1729
 AG1729  STATE/COUNTY-  FL/LEE
 AG1729  COUNTRY     -  US
 AG1729  USGS QUAD   -  SANIBEL (2018)
 AG1729
 AG1729                         *CURRENT SURVEY CONTROL
 AG1729  ______________________________________________________________________
 AG1729* NAD 83(1986) POSITION- 26 29 09.     (N) 082 00 37.     (W)   SCALED
 AG1729* NAVD 88 ORTHO HEIGHT -     1.299 (meters)        4.26  (feet) ADJUSTED
 AG1729  ______________________________________________________________________
 AG1729  GEOID HEIGHT    -        -23.746 (meters)                     GEOID18
 AG1729  DYNAMIC HEIGHT  -          1.297 (meters)        4.26  (feet) COMP
 AG1729  MODELED GRAVITY -    979,073.6   (mgal)                       NAVD 88
 AG1729
 AG1729  VERT ORDER      -  FIRST     CLASS I
 AG1729
 AG1729.The horizontal coordinates were scaled from a map and have
 AG1729.an estimated accuracy of +/- 6 seconds.
 AG1729
 AG1729.The orthometric height was determined by differential leveling and
 AG1729.adjusted by the NATIONAL GEODETIC SURVEY
 AG1729.in June 1991.
 AG1729
 AG1729.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1729.GEOID18 height accuracy estimate available here.
 AG1729
 AG1729.This Tidal Bench Mark is designated as VM 7319
 AG1729.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1729
 AG1729.Click photographs - Photos may exist for this station.
 AG1729
 AG1729.The dynamic height is computed by dividing the NAVD 88
 AG1729.geopotential number by the normal gravity value computed on the
 AG1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1729.degrees latitude (g = 980.6199 gals.).
 AG1729
 AG1729.The modeled gravity was interpolated from observed gravity values.
 AG1729
 AG1729;                    North         East    Units  Estimated Accuracy
 AG1729;SPC FL W     -   238,440.      198,980.      MT  (+/- 180 meters Scaled)
 AG1729
 AG1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK993298(NAD 83)
 AG1729
 AG1729                          SUPERSEDED SURVEY CONTROL
 AG1729
 AG1729  NGVD 29 (09/01/92)    1.655  (m)            5.43   (f) ADJUSTED    1 1
 AG1729  NGVD 29 (??/??/87)    1.656  (m)            5.43   (f) SUPERSEDED  1 1
 AG1729
 AG1729.Superseded values are not recommended for survey control.
 AG1729
 AG1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1729.See file dsdata.pdf to determine how the superseded data were derived.
 AG1729
 AG1729_MARKER: DB = BENCH MARK DISK
 AG1729_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG1729_SP_SET: BANISTER
 AG1729_STAMPING: 7 1927
 AG1729_MARK LOGO: CGS
 AG1729_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1729
 AG1729  HISTORY     - Date     Condition        Report By
 AG1729  HISTORY     - 1927     MONUMENTED       CGS
 AG1729  HISTORY     - 1965     GOOD             CGS
 AG1729  HISTORY     - 1974     GOOD             NGS
 AG1729  HISTORY     - 1984     GOOD             FLDNR
 AG1729  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG1729  HISTORY     - 20200721 MARK NOT FOUND   T2UES
 AG1729
 AG1729                          STATION DESCRIPTION
 AG1729
 AG1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1729'15 MI SW FROM FORT MYERS.
 AG1729'ABOUT 15.0 MILES SOUTHWEST AND SOUTH ALONG STATE HIGHWAY 867
 AG1729'FROM THE COURTHOUSE AT FORT MYERS, ABOUT 0.2 MILE WEST OF THE
 AG1729'TOLL BOOTH AT THE NORTHEAST END OF THE SANIBEL CAUSEWAY, AT THE
 AG1729'VILLAGE OF PUNTA RASSA, 35 FEET NORTH OF THE CENTER LINE OF THE
 AG1729'HIGHWAY, SET IN THE TOP OF THE SOUTH END OF THE CONCRETE BANISTER
 AG1729'OF THE WEST SIDE OF THE WEST ENTRANCE OF A WHITE STUCCO HOUSE,
 AG1729'AT THE WEST END OF THE BOTTOM STEP, 13 FEET SOUTH OF THE SOUTHWEST
 AG1729'CORNER OF THE HOUSE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AG1729'HOUSE.  IN SECTION 9, R 23 E, T 46 S.
 AG1729
 AG1729                          STATION RECOVERY (1974)
 AG1729
 AG1729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1729'RECOVERED IN GOOD CONDITION.
 AG1729
 AG1729                          STATION RECOVERY (1984)
 AG1729
 AG1729'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1729'RECOVERED IN GOOD CONDITION.
 AG1729
 AG1729                          STATION RECOVERY (1989)
 AG1729
 AG1729'RECOVERY NOTE BY US POWER SQUADRON 1989 (ASK)
 AG1729'MARK NOT FOUND.
 AG1729
 AG1729                          STATION RECOVERY (2020)
 AG1729
 AG1729'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AG1729'NOT RECOVERED.  THE WHITE STUCCO HOUSE HAS BEEN DESTROYED AN THE AREA
 AG1729'IS NOW A PARKING LOT FOR A RESORT.
 AG1729'
 AG1729'THE STATION IS CONSIDERED DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8706 ***********************************************************************
 DL8706  TIDAL BM    -  This is a Tidal Bench Mark.
 DL8706  DESIGNATION -  872 5393 A
 DL8706  PID         -  DL8706
 DL8706  STATE/COUNTY-  FL/LEE
 DL8706  COUNTRY     -  US
 DL8706  USGS QUAD   -  SANIBEL (2018)
 DL8706
 DL8706                         *CURRENT SURVEY CONTROL
 DL8706  ______________________________________________________________________
 DL8706* NAD 83(1986) POSITION- 26 29 31.77   (N) 082 04 49.82   (W)   HD_HELD1
 DL8706* NAVD 88 ORTHO HEIGHT -     0.680 (meters)        2.23  (feet) ADJUSTED
 DL8706  ______________________________________________________________________
 DL8706  GEOID HEIGHT    -        -23.634 (meters)                     GEOID18
 DL8706  DYNAMIC HEIGHT  -          0.678 (meters)        2.22  (feet) COMP
 DL8706  MODELED GRAVITY -    979,079.3   (mgal)                       NAVD 88
 DL8706
 DL8706  VERT ORDER      -  FIRST     CLASS II
 DL8706
 DL8706.The horizontal coordinates were determined by differentially corrected
 DL8706.hand held GPS observations or other comparable positioning techniques
 DL8706.and have an estimated accuracy of +/- 3 meters.
 DL8706
 DL8706.The orthometric height was determined by differential leveling and
 DL8706.adjusted by the NATIONAL GEODETIC SURVEY
 DL8706.in July 2010.
 DL8706
 DL8706.No vertical observational check was made to the station.
 DL8706
 DL8706.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8706.GEOID18 height accuracy estimate available here.
 DL8706
 DL8706.This Tidal Bench Mark is designated as VM 24746
 DL8706.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL8706
 DL8706.Click photographs - Photos may exist for this station.
 DL8706
 DL8706.The dynamic height is computed by dividing the NAVD 88
 DL8706.geopotential number by the normal gravity value computed on the
 DL8706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8706.degrees latitude (g = 980.6199 gals.).
 DL8706
 DL8706.The modeled gravity was interpolated from observed gravity values.
 DL8706
 DL8706;                    North         East    Units  Estimated Accuracy
 DL8706;SPC FL W     -   239,141.3     191,974.3     MT  (+/- 3 meters HH1 GPS) 
 DL8706
 DL8706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9231630642(NAD 83)
 DL8706
 DL8706                          SUPERSEDED SURVEY CONTROL
 DL8706
 DL8706.No superseded survey control is available for this station.
 DL8706
 DL8706_MARKER: DD = SURVEY DISK
 DL8706_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL8706_SP_SET: RETAINING WALL
 DL8706_STAMPING: 5393 A 2008
 DL8706_MARK LOGO: FLDEP
 DL8706_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL8706+STABILITY: SURFACE MOTION
 DL8706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL8706+SATELLITE: SATELLITE OBSERVATIONS - July 23, 2020
 DL8706
 DL8706  HISTORY     - Date     Condition        Report By
 DL8706  HISTORY     - 20081114 MONUMENTED       FLDEP
 DL8706  HISTORY     - 20200723 GOOD             T2UES
 DL8706
 DL8706                          STATION DESCRIPTION
 DL8706
 DL8706'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL8706'THE MARK IS ABOUT 7.0 MI (11.3 KM) EAST-SOUTHEAST OF CAPTIVA, 6.1 MI
 DL8706'(9.8 KM) EAST OF WULFERT, 4.7 MI (7.6 KM) NORTHWEST OF SANIBEL, IN
 DL8706'SECTION 2, TOWNSHIP 46 SOUTH, RANGE 22 EAST.
 DL8706'
 DL8706'TO REACH THE MARK FROM THE JUNCTION OF FIRST AVENUE AND OLEANDER
 DL8706'BOULEVARD (COUNTY ROAD 767) IN SAINT JAMES CITY, GO NORTH ON OLEANDER
 DL8706'BOULEVARD FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF FOURTH AVENUE ON THE
 DL8706'RIGHT.  TURN RIGHT ON FOURTH AVENUE AND GO EAST FOR 0.05 MI (0.1 KM)
 DL8706'TO THE JUNCTION OF DATE STREET ON THE RIGHT.  TURN RIGHT ON DATE
 DL8706'STREET AND GO SOUTH FOR 0.25 MI (0.4 KM) TO THE DEAD END AND THE MARK
 DL8706'ON THE RIGHT, SET FLUSH IN THE TOP OF A RETAINING WALL AND ABOUT 1.0
 DL8706'FT (0.3 M) BELOW THE LEVEL OF DATE STREET.
 DL8706'
 DL8706'LOCATED 22.0 FT (6.7 M) SOUTH OF THE SOUTHWEST END OF THE PAVEMENT OF
 DL8706'DATE STREET, 18.7 FT (5.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DL8706'DRIVEWAY AT 2151, 7.2 FT (2.2 M) EAST OF A PALM TREE, 4.3 FT (1.3 M)
 DL8706'NORTH OF THE SOUTHWEST CORNER OF THE RETAINING WALL AND 4.0 FT (1.2 M)
 DL8706'WEST OF THE EXTENDED CENTERLINE OF DATE STREET.
 DL8706
 DL8706                          STATION RECOVERY (2020)
 DL8706
 DL8706'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 DL8706'RECOVERED IN GOOD CONDITION.
 DL8706'
 DL8706'NOTE-PLANTS HAVE BEEN PLANTED AS PART OF THE LANDSCAPING WHICH HAS
 DL8706'GROWN OVER THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8705 ***********************************************************************
 DL8705  TIDAL BM    -  This is a Tidal Bench Mark.
 DL8705  DESIGNATION -  872 5393 B
 DL8705  PID         -  DL8705
 DL8705  STATE/COUNTY-  FL/LEE
 DL8705  COUNTRY     -  US
 DL8705  USGS QUAD   -  SANIBEL (2018)
 DL8705
 DL8705                         *CURRENT SURVEY CONTROL
 DL8705  ______________________________________________________________________
 DL8705* NAD 83(1986) POSITION- 26 29 38.12   (N) 082 04 50.15   (W)   HD_HELD1
 DL8705* NAVD 88 ORTHO HEIGHT -     0.757 (meters)        2.48  (feet) ADJUSTED
 DL8705  ______________________________________________________________________
 DL8705  GEOID HEIGHT    -        -23.636 (meters)                     GEOID18
 DL8705  DYNAMIC HEIGHT  -          0.756 (meters)        2.48  (feet) COMP
 DL8705  MODELED GRAVITY -    979,079.5   (mgal)                       NAVD 88
 DL8705
 DL8705  VERT ORDER      -  FIRST     CLASS II
 DL8705
 DL8705.The horizontal coordinates were determined by differentially corrected
 DL8705.hand held GPS observations or other comparable positioning techniques
 DL8705.and have an estimated accuracy of +/- 3 meters.
 DL8705
 DL8705.The orthometric height was determined by differential leveling and
 DL8705.adjusted by the NATIONAL GEODETIC SURVEY
 DL8705.in February 2022.
 DL8705
 DL8705.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8705.GEOID18 height accuracy estimate available here.
 DL8705
 DL8705.This Tidal Bench Mark is designated as VM 24745
 DL8705.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL8705
 DL8705.Click photographs - Photos may exist for this station.
 DL8705
 DL8705.The dynamic height is computed by dividing the NAVD 88
 DL8705.geopotential number by the normal gravity value computed on the
 DL8705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8705.degrees latitude (g = 980.6199 gals.).
 DL8705
 DL8705.The modeled gravity was interpolated from observed gravity values.
 DL8705
 DL8705;                    North         East    Units  Estimated Accuracy
 DL8705;SPC FL W     -   239,336.7     191,965.3     MT  (+/- 3 meters HH1 GPS) 
 DL8705
 DL8705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9230830837(NAD 83)
 DL8705
 DL8705                          SUPERSEDED SURVEY CONTROL
 DL8705
 DL8705  NAVD 88 (07/21/10)    0.755  (m)            2.48   (f) SUPERSEDED  1 2
 DL8705
 DL8705.Superseded values are not recommended for survey control.
 DL8705
 DL8705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL8705.See file dsdata.pdf to determine how the superseded data were derived.
 DL8705
 DL8705_MARKER: DD = SURVEY DISK
 DL8705_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL8705_SP_SET: DRAIN
 DL8705_STAMPING: 5393 B 2008
 DL8705_MARK LOGO: FLDEP
 DL8705_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL8705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL8705+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2025
 DL8705
 DL8705  HISTORY     - Date     Condition        Report By
 DL8705  HISTORY     - 20081114 MONUMENTED       FLDEP
 DL8705  HISTORY     - 20200723 GOOD             T2UES
 DL8705  HISTORY     - 20250501 GOOD             HONC
 DL8705
 DL8705                          STATION DESCRIPTION
 DL8705
 DL8705'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL8705'THE MARK IS ABOUT 7.0 MI (11.3 KM) EAST-SOUTHEAST OF CAPTIVA, 6.1 MI
 DL8705'(9.8 KM) EAST OF WULFERT, 4.8 MI (7.7 KM) NORTHWEST OF SANIBEL, IN
 DL8705'SECTION 2, TOWNSHIP 46 SOUTH, RANGE 22 EAST.
 DL8705'
 DL8705'TO REACH THE MARK FROM THE JUNCTION OF FIRST AVENUE AND OLEANDER
 DL8705'BOULEVARD (COUNTY ROAD 767) IN SAINT JAMES CITY, GO NORTH ON OLEANDER
 DL8705'BOULEVARD (COUNTY ROAD 767) FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF
 DL8705'FOURTH AVENUE ON THE RIGHT.  TURN RIGHT ON FOURTH AVENUE AND GO EAST
 DL8705'FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF DATE STREET ON THE RIGHT.
 DL8705'TURN RIGHT ON DATE STREET AND GO SOUTH FOR 0.15 MI (0.2 KM) TO THE
 DL8705'DRIVE AT 2271 ON THE RIGHT AND THE MARK ON THE RIGHT, SET FLUSH IN THE
 DL8705'TOP OF THE NORTHEAST CORNER OF A CONCRETE DRAIN AND ABOUT LEVEL WITH
 DL8705'DATE STREET.
 DL8705'
 DL8705'LOCATED 19.6 FT (6.0 M) WEST OF THE APPROXIMATE CENTERLINE OF DATE
 DL8705'STREET, 18.6 FT (5.7 M) NORTH OF THE APPROXIMATE CENTERLINE OF A
 DL8705'DRIVEWAY AT 2271, 18.5 FT (5.6 M) SOUTH OF THE APPROXIMATE CENTERLINE
 DL8705'OF A DRIVEWAY AT 2283, 7.6 FT (2.3 M) NORTHEAST OF WOODEN POWER POLE
 DL8705'NUMBER T13076 WITH ONE TRANSFORMER ATTACHED AND 0.5 FT (0.2 M)
 DL8705'SOUTHWEST OF THE NORTHEAST CORNER OF THE DRAIN.
 DL8705
 DL8705                          STATION RECOVERY (2020)
 DL8705
 DL8705'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 DL8705'RECOVERED AS DESCRIBED.
 DL8705
 DL8705                          STATION RECOVERY (2025)
 DL8705
 DL8705'RECOVERY NOTE BY HONC INDUSTRIES 2025 (DC)
 DL8705'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR7022 ***********************************************************************
 DR7022  TIDAL BM    -  This is a Tidal Bench Mark.
 DR7022  DESIGNATION -  872 5393 C
 DR7022  PID         -  DR7022
 DR7022  STATE/COUNTY-  FL/LEE
 DR7022  COUNTRY     -  US
 DR7022  USGS QUAD   -  SANIBEL (2018)
 DR7022
 DR7022                         *CURRENT SURVEY CONTROL
 DR7022  ______________________________________________________________________
 DR7022* NAD 83(1986) POSITION- 26 29 39.05   (N) 082 04 54.06   (W)   HD_HELD1
 DR7022* NAVD 88 ORTHO HEIGHT -     0.981 (meters)        3.22  (feet) ADJUSTED
 DR7022  ______________________________________________________________________
 DR7022  GEOID HEIGHT    -        -23.635 (meters)                     GEOID18
 DR7022  DYNAMIC HEIGHT  -          0.979 (meters)        3.21  (feet) COMP
 DR7022  MODELED GRAVITY -    979,079.6   (mgal)                       NAVD 88
 DR7022
 DR7022  VERT ORDER      -  FIRST     CLASS II
 DR7022
 DR7022.The horizontal coordinates were determined by differentially corrected
 DR7022.hand held GPS observations or other comparable positioning techniques
 DR7022.and have an estimated accuracy of +/- 3 meters.
 DR7022
 DR7022.The orthometric height was determined by differential leveling and
 DR7022.adjusted by the NATIONAL GEODETIC SURVEY
 DR7022.in February 2022.
 DR7022
 DR7022.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7022.GEOID18 height accuracy estimate available here.
 DR7022
 DR7022.This Tidal Bench Mark is designated as VM 24747
 DR7022.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR7022
 DR7022.Click photographs - Photos may exist for this station.
 DR7022
 DR7022.The dynamic height is computed by dividing the NAVD 88
 DR7022.geopotential number by the normal gravity value computed on the
 DR7022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7022.degrees latitude (g = 980.6199 gals.).
 DR7022
 DR7022.The modeled gravity was interpolated from observed gravity values.
 DR7022
 DR7022;                    North         East    Units  Estimated Accuracy
 DR7022;SPC FL W     -   239,365.4     191,857.0     MT  (+/- 3 meters HH1 GPS) 
 DR7022
 DR7022_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9220030867(NAD 83)
 DR7022
 DR7022                          SUPERSEDED SURVEY CONTROL
 DR7022
 DR7022.No superseded survey control is available for this station.
 DR7022
 DR7022_MARKER: F = FLANGE-ENCASED ROD
 DR7022_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7022_STAMPING: 5393 C 2021
 DR7022_MARK LOGO: FLDEP
 DR7022_PROJECTION: RECESSED 14 CENTIMETERS
 DR7022_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DR7022_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7022+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2021
 DR7022_ROD/PIPE-DEPTH: 8.5 meters
 DR7022
 DR7022  HISTORY     - Date     Condition        Report By
 DR7022  HISTORY     - 20210315 MONUMENTED       T2UES
 DR7022
 DR7022                          STATION DESCRIPTION
 DR7022
 DR7022'DESCRIBED BY T2 UES, INC. 2021 (SU)
 DR7022'THE MARK IS LOCATED ABOUT 6.9 MI (11.1 KM) EAST-SOUTHEAST OF CAPTIVA,
 DR7022'6.0 MI (9.7 KM) EAST OF WULFERT AND 4.8 MI (7.7 KM) NORTHWEST OF
 DR7022'SANIBEL.
 DR7022'
 DR7022'THE STATION CAN BE REACHED GO 0.20 MI (0.32 KM) NORTH ALONG OLEONDER
 DR7022'STREET FROM THE JUNCTION OF FIRST AVENUE IN ST JAMES CITY TO THE MARK
 DR7022'ON THE LEFT.
 DR7022'
 DR7022'THE MARK IS LOCATED 34.4 FT (10.5 M) SOUTHEAST OF THE SOUTHEAST CORNER
 DR7022'OF A CONCRETE BLOCK HOUSE, 11.0 FT (3.4 M) SOUTHEAST OF A WOOD POWER
 DR7022'POLE NUMBER T27784, 6.9 FT (2.1 M) WEST OF THE WEST EDGE OF PAVEMENT
 DR7022'OF OLEONDER STREET AND 1.5 FT (0.5 M) EAST OF A CARSONITE WITNESS
 DR7022'POST.
 DR7022'
 DR7022'NOTE-A MAGNETIC WAS PLACED INSIDE OF THE PVC PIPE.
 DR7022'
 DR7022'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1752 ***********************************************************************
 AG1752  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1752  DESIGNATION -  872 5393 TIDAL 1
 AG1752  PID         -  AG1752
 AG1752  STATE/COUNTY-  FL/LEE
 AG1752  COUNTRY     -  US
 AG1752  USGS QUAD   -  SANIBEL (2018)
 AG1752
 AG1752                         *CURRENT SURVEY CONTROL
 AG1752  ______________________________________________________________________
 AG1752* NAD 83(1986) POSITION- 26 29 28.     (N) 082 04 51.     (W)   SCALED
 AG1752* NAVD 88 ORTHO HEIGHT -     1.141 (meters)        3.74  (feet) ADJUSTED
 AG1752  ______________________________________________________________________
 AG1752  GEOID HEIGHT    -        -23.633 (meters)                     GEOID18
 AG1752  DYNAMIC HEIGHT  -          1.139 (meters)        3.74  (feet) COMP
 AG1752  MODELED GRAVITY -    979,079.3   (mgal)                       NAVD 88
 AG1752
 AG1752  VERT ORDER      -  FIRST     CLASS I
 AG1752
 AG1752.The horizontal coordinates were scaled from a map and have
 AG1752.an estimated accuracy of +/- 6 seconds.
 AG1752
 AG1752.The orthometric height was determined by differential leveling and
 AG1752.adjusted by the NATIONAL GEODETIC SURVEY
 AG1752.in June 1991.
 AG1752
 AG1752.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1752.GEOID18 height accuracy estimate available here.
 AG1752
 AG1752.This Tidal Bench Mark is designated as VM 7325
 AG1752.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1752
 AG1752.Click photographs - Photos may exist for this station.
 AG1752
 AG1752.The dynamic height is computed by dividing the NAVD 88
 AG1752.geopotential number by the normal gravity value computed on the
 AG1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1752.degrees latitude (g = 980.6199 gals.).
 AG1752
 AG1752.The modeled gravity was interpolated from observed gravity values.
 AG1752
 AG1752;                    North         East    Units  Estimated Accuracy
 AG1752;SPC FL W     -   239,030.      191,940.      MT  (+/- 180 meters Scaled)
 AG1752
 AG1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK922305(NAD 83)
 AG1752
 AG1752                          SUPERSEDED SURVEY CONTROL
 AG1752
 AG1752  NGVD 29 (??/??/92)    1.50   (m)            4.9    (f) COMPUTED    1 1
 AG1752
 AG1752.Superseded values are not recommended for survey control.
 AG1752
 AG1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1752.See file dsdata.pdf to determine how the superseded data were derived.
 AG1752
 AG1752_MARKER: DB = BENCH MARK DISK
 AG1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1752_STAMPING: S J C 1 1965
 AG1752_MARK LOGO: CGS
 AG1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1752+STABILITY: SURFACE MOTION
 AG1752
 AG1752  HISTORY     - Date     Condition        Report By
 AG1752  HISTORY     - 1965     MONUMENTED       CGS
 AG1752  HISTORY     - 1966     GOOD             CGS
 AG1752  HISTORY     - 1974     GOOD             NGS
 AG1752
 AG1752                          STATION DESCRIPTION
 AG1752
 AG1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG1752'AT ST JAMES CITY.
 AG1752'AT ST. JAMES CITY, NEAR THE JUNCTION OF STATE HIGHWAY S-767 AND
 AG1752'FIRST AVENUE, IN SECTION 2, R 22 E, T 46 S, 98 FEET NORTHWEST
 AG1752'OF THE CENTER OF THE JUNCTION, 52 FEET WEST OF THE CENTER LINE
 AG1752'OF THE HIGHWAY 2.5 FEET EAST OF THE NORTHEAST CORNER OF THE SEA
 AG1752'BELL FISH CAMP, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 AG1752'OF A CONCRETE POST PROJECTING 0.4 FOOT.
 AG1752
 AG1752                          STATION RECOVERY (1974)
 AG1752
 AG1752'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1752'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1751 ***********************************************************************
 AG1751  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1751  DESIGNATION -  872 5393 TIDAL 2
 AG1751  PID         -  AG1751
 AG1751  STATE/COUNTY-  FL/LEE
 AG1751  COUNTRY     -  US
 AG1751  USGS QUAD   -  SANIBEL (2018)
 AG1751
 AG1751                         *CURRENT SURVEY CONTROL
 AG1751  ______________________________________________________________________
 AG1751* NAD 83(1986) POSITION- 26 29 32.67   (N) 082 04 54.83   (W)   HD_HELD1
 AG1751* NAVD 88 ORTHO HEIGHT -     0.591 (meters)        1.94  (feet) ADJUSTED
 AG1751  ______________________________________________________________________
 AG1751  GEOID HEIGHT    -        -23.633 (meters)                     GEOID18
 AG1751  DYNAMIC HEIGHT  -          0.590 (meters)        1.94  (feet) COMP
 AG1751  MODELED GRAVITY -    979,079.4   (mgal)                       NAVD 88
 AG1751
 AG1751  VERT ORDER      -  FIRST     CLASS II
 AG1751
 AG1751.The horizontal coordinates were determined by differentially corrected
 AG1751.hand held GPS observations or other comparable positioning techniques
 AG1751.and have an estimated accuracy of +/- 3 meters.
 AG1751
 AG1751.The orthometric height was determined by differential leveling and
 AG1751.adjusted by the NATIONAL GEODETIC SURVEY
 AG1751.in February 2022.
 AG1751
 AG1751.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1751.GEOID18 height accuracy estimate available here.
 AG1751
 AG1751.This Tidal Bench Mark is designated as VM 7326
 AG1751.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1751
 AG1751.Click photographs - Photos may exist for this station.
 AG1751
 AG1751.The dynamic height is computed by dividing the NAVD 88
 AG1751.geopotential number by the normal gravity value computed on the
 AG1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1751.degrees latitude (g = 980.6199 gals.).
 AG1751
 AG1751.The modeled gravity was interpolated from observed gravity values.
 AG1751
 AG1751;                    North         East    Units  Estimated Accuracy
 AG1751;SPC FL W     -   239,169.0     191,835.6     MT  (+/- 3 meters HH1 GPS) 
 AG1751
 AG1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9217730670(NAD 83)
 AG1751
 AG1751                          SUPERSEDED SURVEY CONTROL
 AG1751
 AG1751  NAVD 88 (06/15/91)    0.640  (m)            2.10   (f) SUPERSEDED  1 1
 AG1751  NGVD 29 (09/01/92)    0.990  (m)            3.25   (f) ADJUSTED    1 1
 AG1751  NGVD 29 (??/??/87)    1.002  (m)            3.29   (f) SUPERSEDED  1 1
 AG1751
 AG1751.Superseded values are not recommended for survey control.
 AG1751
 AG1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1751.See file dsdata.pdf to determine how the superseded data were derived.
 AG1751
 AG1751_MARKER: DB = BENCH MARK DISK
 AG1751_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG1751_SP_SET: SEAWALL
 AG1751_STAMPING: S J C 2 1965
 AG1751_MARK LOGO: CGS
 AG1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1751+STABILITY: SURFACE MOTION
 AG1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG1751+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2025
 AG1751
 AG1751  HISTORY     - Date     Condition        Report By
 AG1751  HISTORY     - 1965     MONUMENTED       CGS
 AG1751  HISTORY     - 1966     GOOD             CGS
 AG1751  HISTORY     - 1984     GOOD             FLDNR
 AG1751  HISTORY     - 20200723 GOOD             T2UES
 AG1751  HISTORY     - 20250501 GOOD             HONC
 AG1751
 AG1751                          STATION DESCRIPTION
 AG1751
 AG1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG1751'AT ST JAMES CITY.
 AG1751'AT ST. JAMES CITY, 0.1 MILE NORTH ALONG STATE HIGHWAY S-767 FROM
 AG1751'THE JUNCTION OF FIRST AVENUE, IN S2, R22E, T46S, 99 FEET WEST
 AG1751'OF THE CENTER LINE OF THE HIGHWAY, 28 FEET WEST-SOUTHWEST OF THE
 AG1751'SOUTHWEST CORNER OF A CONCRETE BLOCK CONSTRUCTED GARAGE, 10 FEET
 AG1751'NORTH OF THE NORTH RAIL OF TRACK EXTENDING INTO WATER AND USED
 AG1751'FOR BOAT REPAIR PURPOSES, IN TOP OF A SEA WALL, 1 FOOT NORTHEAST
 AG1751'OF THE SOUTHWEST CORNER OF WALL, AND ABOUT 1 FOOT BELOW THE
 AG1751'LEVEL OF THE HIGHWAY.
 AG1751
 AG1751                          STATION RECOVERY (1984)
 AG1751
 AG1751'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1751'RECOVERED IN GOOD CONDITION.
 AG1751
 AG1751                          STATION RECOVERY (2020)
 AG1751
 AG1751'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AG1751'RECOVERED IN GOOD CONDITION.
 AG1751'
 AG1751'NOTE-THE FOLLOWING CHANGES.
 AG1751'
 AG1751'THE STATION IS NOW 20.5 FT (6.2 M) WEST-SOUTHWEST OF THE SOUTHWEST
 AG1751'CORNER OF GARAGE AS AN ADDITION WAS ADDED TO THE GARAGE.  REMOVE THE
 AG1751'REFERENCE TO THE RAIL TRACK EXTENDING INTO THE WATER AS IT WAS NOT
 AG1751'FOUND.
 AG1751'
 AG1751'NOTE-THE DISK IS IN GOOD CONDITION BUT THE CONCRETE SEA WALL IS
 AG1751'CRACKED IN SEVERAL PLACES.
 AG1751
 AG1751                          STATION RECOVERY (2025)
 AG1751
 AG1751'RECOVERY NOTE BY HONC INDUSTRIES 2025 (DKC)
 AG1751'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1749 ***********************************************************************
 AG1749  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1749  DESIGNATION -  872 5393 TIDAL 3
 AG1749  PID         -  AG1749
 AG1749  STATE/COUNTY-  FL/LEE
 AG1749  COUNTRY     -  US
 AG1749  USGS QUAD   -  SANIBEL (2018)
 AG1749
 AG1749                         *CURRENT SURVEY CONTROL
 AG1749  ______________________________________________________________________
 AG1749* NAD 83(1986) POSITION- 26 29 38.     (N) 082 04 51.     (W)   SCALED
 AG1749* NAVD 88 ORTHO HEIGHT -     1.116 (meters)        3.66  (feet) ADJUSTED
 AG1749  ______________________________________________________________________
 AG1749  GEOID HEIGHT    -        -23.636 (meters)                     GEOID18
 AG1749  DYNAMIC HEIGHT  -          1.114 (meters)        3.65  (feet) COMP
 AG1749  MODELED GRAVITY -    979,079.5   (mgal)                       NAVD 88
 AG1749
 AG1749  VERT ORDER      -  FIRST     CLASS I
 AG1749
 AG1749.The horizontal coordinates were scaled from a map and have
 AG1749.an estimated accuracy of +/- 6 seconds.
 AG1749
 AG1749.The orthometric height was determined by differential leveling and
 AG1749.adjusted by the NATIONAL GEODETIC SURVEY
 AG1749.in June 1991.
 AG1749
 AG1749.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1749.GEOID18 height accuracy estimate available here.
 AG1749
 AG1749.This Tidal Bench Mark is designated as VM 7327
 AG1749.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1749
 AG1749.Click photographs - Photos may exist for this station.
 AG1749
 AG1749.The dynamic height is computed by dividing the NAVD 88
 AG1749.geopotential number by the normal gravity value computed on the
 AG1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1749.degrees latitude (g = 980.6199 gals.).
 AG1749
 AG1749.The modeled gravity was interpolated from observed gravity values.
 AG1749
 AG1749;                    North         East    Units  Estimated Accuracy
 AG1749;SPC FL W     -   239,330.      191,940.      MT  (+/- 180 meters Scaled)
 AG1749
 AG1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK922308(NAD 83)
 AG1749
 AG1749                          SUPERSEDED SURVEY CONTROL
 AG1749
 AG1749  NGVD 29 (09/01/92)    1.478  (m)            4.85   (f) ADJUSTED    1 1
 AG1749  NGVD 29 (??/??/87)    1.477  (m)            4.85   (f) SUPERSEDED  1 1
 AG1749
 AG1749.Superseded values are not recommended for survey control.
 AG1749
 AG1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1749.See file dsdata.pdf to determine how the superseded data were derived.
 AG1749
 AG1749_MARKER: DB = BENCH MARK DISK
 AG1749_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG1749_SP_SET: CULVERT HEADWALL
 AG1749_STAMPING: S J C 3 1965
 AG1749_MARK LOGO: CGS
 AG1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1749+STABILITY: SURFACE MOTION
 AG1749
 AG1749  HISTORY     - Date     Condition        Report By
 AG1749  HISTORY     - 1965     MONUMENTED       CGS
 AG1749  HISTORY     - 1966     GOOD             CGS
 AG1749  HISTORY     - 1974     GOOD             NGS
 AG1749  HISTORY     - 1984     GOOD             FLDNR
 AG1749
 AG1749                          STATION DESCRIPTION
 AG1749
 AG1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG1749'AT ST JAMES CITY.
 AG1749'AT ST. JAMES CITY, ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY S-767
 AG1749'FROM THE JUNCTION OF FIRST AVENUE, THENCE ABOUT 0.1 MILE SOUTH
 AG1749'ALONG DATE STREET, SET IN THE TOP NEAR THE WEST END OF THE NORTH
 AG1749'CONCRETE HEAD WALL OF A 1 FOOT PIPE CULVERT UNDER A DRIVEWAY
 AG1749'LEADING TO A CONCRETE BLOCK HOUSE, 1.0 FOOT EAST OF THE WEST
 AG1749'END OF THE HEAD WALL, 24.0 FEET WEST OF THE CENTER LINE OF DATE
 AG1749'STREET, 10.0 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY, 27.5
 AG1749'FEET EAST OF THE EAST EDGE OF THE BOTTOM STEP OF THE HOUSE AND
 AG1749'ABOUT LEVEL WITH THE STREET.  NOTE-- THIS MARK IS ABOUT DUE EAST
 AG1749'OF BENCH MARK D 260 1966 DESCRIBED BUT DUE TO A CANAL BETWEEN
 AG1749'THE HIGHWAY AND THIS MARK A LONGER DISTANCE TO REACH IS USED.
 AG1749
 AG1749                          STATION RECOVERY (1974)
 AG1749
 AG1749'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1749'RECOVERED IN GOOD CONDITION.
 AG1749
 AG1749                          STATION RECOVERY (1984)
 AG1749
 AG1749'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1749'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9352 ***********************************************************************
 AG9352  DESIGNATION -  872 5417 E
 AG9352  PID         -  AG9352
 AG9352  STATE/COUNTY-  FL/LEE
 AG9352  COUNTRY     -  US
 AG9352  USGS QUAD   -  CAPTIVA (2018)
 AG9352
 AG9352                         *CURRENT SURVEY CONTROL
 AG9352  ______________________________________________________________________
 AG9352* NAD 83(1986) POSITION- 26 31 22.6    (N) 082 11 22.2    (W)   HD_HELD2
 AG9352* NAVD 88 ORTHO HEIGHT -     2.256 (meters)        7.40  (feet) ADJUSTED
 AG9352  ______________________________________________________________________
 AG9352  GEOID HEIGHT    -        -23.567 (meters)                     GEOID18
 AG9352  DYNAMIC HEIGHT  -          2.253 (meters)        7.39  (feet) COMP
 AG9352  MODELED GRAVITY -    979,083.6   (mgal)                       NAVD 88
 AG9352
 AG9352  VERT ORDER      -  SECOND    CLASS I
 AG9352
 AG9352.The horizontal coordinates were established by autonomous hand held GPS
 AG9352.observations and have an estimated accuracy of +/- 10 meters.
 AG9352
 AG9352.The orthometric height was determined by differential leveling and
 AG9352.adjusted by the NATIONAL GEODETIC SURVEY
 AG9352.in July 2010.
 AG9352
 AG9352.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9352.GEOID18 height accuracy estimate available here.
 AG9352
 AG9352.Click photographs - Photos may exist for this station.
 AG9352
 AG9352.The dynamic height is computed by dividing the NAVD 88
 AG9352.geopotential number by the normal gravity value computed on the
 AG9352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9352.degrees latitude (g = 980.6199 gals.).
 AG9352
 AG9352.The modeled gravity was interpolated from observed gravity values.
 AG9352
 AG9352;                    North         East    Units  Estimated Accuracy
 AG9352;SPC FL W     -   242,563.      181,114.      MT  (+/- 10 meters HH2 GPS)
 AG9352
 AG9352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8148434148(NAD 83)
 AG9352
 AG9352                          SUPERSEDED SURVEY CONTROL
 AG9352
 AG9352  NAVD 88 (??/??/92)    2.273  (m)            7.46   (f) SUPERSEDED  3 0
 AG9352
 AG9352.Superseded values are not recommended for survey control.
 AG9352
 AG9352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9352.See file dsdata.pdf to determine how the superseded data were derived.
 AG9352
 AG9352_MARKER: DB = BENCH MARK DISK
 AG9352_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG9352+WITH SETTING: PAVEMENT
 AG9352_SP_SET: FLOORING
 AG9352_STAMPING: 5417 E 1984
 AG9352_MARK LOGO: NOS
 AG9352_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9352+STABILITY: SURFACE MOTION
 AG9352_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9352+SATELLITE: SATELLITE OBSERVATIONS - 2008
 AG9352
 AG9352  HISTORY     - Date     Condition        Report By
 AG9352  HISTORY     - 1984     MONUMENTED       FLDNR
 AG9352  HISTORY     - 19990103 GOOD             USPSQD
 AG9352  HISTORY     - 2008     GOOD             FLDEP
 AG9352  HISTORY     - 2008     GOOD             FLDEP
 AG9352
 AG9352                          STATION DESCRIPTION
 AG9352
 AG9352'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9352'IN CAPTIVA.
 AG9352'THE MARK IS AT THE CAPTIVA FIRE STATION, SET IN THE FLOORING INSIDE
 AG9352'THE GARAGE BAY, 4.2 FEET EAST OF THE SOUTHWEST CORNER OF THE GARAGE,
 AG9352'2.5 FEET WEST OF THE CENTER OF A SIDE DOORWAY, AND 63 FEET EAST OF
 AG9352'THE CENTERLINE OF MUNSON STREET.
 AG9352
 AG9352                          STATION RECOVERY (1999)
 AG9352
 AG9352'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG9352'RECOVERED IN GOOD CONDITION.
 AG9352
 AG9352                          STATION RECOVERY (2008)
 AG9352
 AG9352'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG9352'THE MARK IS ABOUT 7.6 MI (12.2 KM) SOUTHWEST OF PINE ISLAND CENTER,
 AG9352'3.0 MI (4.8 KM) NORTH-NORTHWEST OF WULFERT, 0.1 MI (0.2 KM)
 AG9352'NORTH-NORTHWEST OF CAPTIVA, AT THE CAPTIVA FIRE STATION, ESTIMATED
 AG9352'SECTION 27, RANGE 21 EAST, TOWNSHIP 45 SOUTH.
 AG9352'
 AG9352'TO REACH THE MARK FROM THE BRIDGE AT THE SOUTH END OF CAPTIVA ISLAND,
 AG9352'GO NORTH ON CAPTIVA DRIVE FOR 2.9 MI (4.7 KM) TO THE MARK ON THE
 AG9352'RIGHT.  THE MARK CAN ALSO BE REACHED FROM THE POST OFFICE, GO SOUTH ON
 AG9352'CAPTIVA DRIVE FOR 0.35 MI (0.6 KM) TO THE MARK ON THE LEFT, SET FLUSH
 AG9352'IN THE CONCRETE FLOOR INSIDE OF THE SOUTHWEST BAY DOOR OF THE CAPTIVA
 AG9352'FIRE STATION.
 AG9352'
 AG9352'LOCATED 101.8 FT (31.0 M) EAST-SOUTHEAST OF A FIRE HYDRANT, 65.0 FT
 AG9352'(19.8 M) EAST OF THE CENTERLINE OF CAPTIVA DRIVE, 41.5 FT (12.6 M)
 AG9352'SOUTH-SOUTHEAST OF A FLAG POLE, 4.2 FT (1.3 M) EAST OF THE SOUTHWEST
 AG9352'CORNER OF THE GARAGE AND 2.5 FT (0.8 M) ABOVE THE LEVEL OF THE DRIVE.
 AG9352
 AG9352                          STATION RECOVERY (2008)
 AG9352
 AG9352'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG9352'THE MARK IS ABOUT 7.6 MI (12.2 KM) SOUTHWEST OF PINE ISLAND CENTER,
 AG9352'3.0 MI (4.8 KM) NORTH-NORTHWEST OF WULFERT, 0.1 MI (0.2 KM)
 AG9352'NORTH-NORTHWEST OF CAPTIVA, AT THE CAPTIVA FIRE STATION, ESTIMATED
 AG9352'SECTION 27, RANGE 21 EAST, TOWNSHIP 45 SOUTH.
 AG9352'
 AG9352'TO REACH THE MARK FROM THE BRIDGE AT THE SOUTH END OF CAPTIVA ISLAND,
 AG9352'GO NORTH ON CAPTIVA DRIVE FOR 2.9 MI (4.7 KM) TO THE MARK ON THE
 AG9352'RIGHT.  THE MARK CAN ALSO BE REACHED FROM THE POST OFFICE, GO SOUTH ON
 AG9352'CAPTIVA DRIVE FOR 0.35 MI (0.6 KM) TO THE MARK ON THE LEFT, SET FLUSH
 AG9352'IN THE CONCRETE FLOOR INSIDE OF THE SOUTHWEST BAY DOOR OF THE CAPTIVA
 AG9352'FIRE STATION.
 AG9352'
 AG9352'LOCATED 101.8 FT (31.0 M) EAST-SOUTHEAST OF A FIRE HYDRANT, 65.0 FT
 AG9352'(19.8 M) EAST OF THE CENTERLINE OF CAPTIVA DRIVE, 41.5 FT (12.6 M)
 AG9352'SOUTH-SOUTHEAST OF A FLAG POLE, 4.2 FT (1.3 M) EAST OF THE SOUTHWEST
 AG9352'CORNER OF THE GARAGE AND 2.5 FT (0.8 M) ABOVE THE LEVEL OF THE DRIVE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9366 ***********************************************************************
 DR9366  DESIGNATION -  872 5417 F
 DR9366  PID         -  DR9366
 DR9366  STATE/COUNTY-  FL/LEE
 DR9366  COUNTRY     -  US
 DR9366  USGS QUAD   -  CAPTIVA (2018)
 DR9366
 DR9366                         *CURRENT SURVEY CONTROL
 DR9366  ______________________________________________________________________
 DR9366* NAD 83(1986) POSITION- 26 31 23.58   (N) 082 11 22.42   (W)   HD_HELD1
 DR9366* NAVD 88 ORTHO HEIGHT -     0.629 (meters)        2.06  (feet) ADJUSTED
 DR9366  ______________________________________________________________________
 DR9366  GEOID HEIGHT    -        -23.567 (meters)                     GEOID18
 DR9366  DYNAMIC HEIGHT  -          0.628 (meters)        2.06  (feet) COMP
 DR9366  MODELED GRAVITY -    979,083.7   (mgal)                       NAVD 88
 DR9366
 DR9366  VERT ORDER      -  SECOND    CLASS I
 DR9366
 DR9366.The horizontal coordinates were determined by differentially corrected
 DR9366.hand held GPS observations or other comparable positioning techniques
 DR9366.and have an estimated accuracy of +/- 3 meters.
 DR9366
 DR9366.The orthometric height was determined by differential leveling and
 DR9366.adjusted by the NATIONAL GEODETIC SURVEY
 DR9366.in January 2024.
 DR9366
 DR9366.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9366.GEOID18 height accuracy estimate available here.
 DR9366
 DR9366.Click photographs - Photos may exist for this station.
 DR9366
 DR9366.The dynamic height is computed by dividing the NAVD 88
 DR9366.geopotential number by the normal gravity value computed on the
 DR9366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9366.degrees latitude (g = 980.6199 gals.).
 DR9366
 DR9366.The modeled gravity was interpolated from observed gravity values.
 DR9366
 DR9366;                    North         East    Units  Estimated Accuracy
 DR9366;SPC FL W     -   242,593.6     181,107.5     MT  (+/- 3 meters HH1 GPS) 
 DR9366
 DR9366_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8147834178(NAD 83)
 DR9366
 DR9366                          SUPERSEDED SURVEY CONTROL
 DR9366
 DR9366.No superseded survey control is available for this station.
 DR9366
 DR9366_MARKER: F = FLANGE-ENCASED ROD
 DR9366_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9366_STAMPING: 5417 F 2023
 DR9366_MARK LOGO: FLDEP
 DR9366_PROJECTION: RECESSED 6 CENTIMETERS
 DR9366_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9366_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9366+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2023
 DR9366_ROD/PIPE-DEPTH: 11.8 meters
 DR9366
 DR9366  HISTORY     - Date     Condition        Report By
 DR9366  HISTORY     - 20230816 MONUMENTED       FLDEP
 DR9366
 DR9366                          STATION DESCRIPTION
 DR9366
 DR9366'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9366'THE MARK IS ABOUT 7.7 MI (12.4 KM) SOUTHWEST OF PINE ISLAND CENTER,
 DR9366'3.0 MI (4.8 KM) NORTH-NORTHWEST OF WULFERT AND IN THE TOWN OF CAPTIVA.
 DR9366'IN SECTION 26, TOWNSHIP 45 SOUTH, RANGE 21 EAST.
 DR9366'
 DR9366'TO REACH OF FROM COUNTY ROAD 867 AT THE (SANIBELCAPTIVA ISLAND) TOLL
 DR9366'COLLECTION BOOTH IN PUNTA RASSA, GO SOUTHWEST ON SANIBEL CAUSEWAY
 DR9366'(CAUSEWAY BOULEVARD) FOR 3.4 MI (5.5 KM) TO THE INTERSECTION OF
 DR9366'CAUSEWAY BOULEVARD AND PERIWINKLE WAY.  TURN RIGHT ON PERIWINKLE WAY
 DR9366'AND GO WESTERLY FOR 2.5 MI (4.0 KM) TO THE JUNCTION OF PALM RIDGE ROAD
 DR9366'ON THE RIGHT, VEER RIGHT ON PALM RIDGE ROAD AND GO NORTHWEST FOR 0.35
 DR9366'MI (0.56 KM) TO A CURVE IN THE ROAD, VEER LEFT AT THE CURVE AND
 DR9366'CONTINUE WESTERLY (NOW ON SANIBEL-CAPTIVA ROAD) FOR 10.35 MI (16.65
 DR9366'KM) TO THE JUNCTION OF OLD LODGE LANE ON THE RIGHT AND THE MARK ON THE
 DR9366'RIGHT.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 38.6 FT
 DR9366'(11.8 M), RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.2
 DR9366'FT (6 CM) BELOW THELEVEL OF OLD LODGE LANE.  THE DATUM POINT IS
 DR9366'RECESSED 0.7 FT (21 CM) BELOW THE LEVEL OF THE FLDEP LOGO CAP.
 DR9366'
 DR9366'LOCATED 32.1 FT (9.8 M) WEST OF THE APPROXIMATE CENTERLINE OF THE
 DR9366'ENTRANCE TO THE PARKING LOT OF THE CAPTIVA ISLAND FIRE DEPARTMENT,
 DR9366'29.9 FT (9.1 M) EAST OF THE APPROXIMATE CENTERLINE OF CAPTIVA ROAD,
 DR9366'16.5 FT (5.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF OLD LODGE LANE
 DR9366'AND 5.7 FT (1.7 M) NORTH OF A CARSONITE WITNESS POST.
 DR9366'
 DR9366'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DR9366'LOGO CAP.
 DR9366'
 DR9366'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1670 ***********************************************************************
 AG1670  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1670  DESIGNATION -  872 5417 TIDAL 1
 AG1670  PID         -  AG1670
 AG1670  STATE/COUNTY-  FL/LEE
 AG1670  COUNTRY     -  US
 AG1670  USGS QUAD   -  CAPTIVA (2018)
 AG1670
 AG1670                         *CURRENT SURVEY CONTROL
 AG1670  ______________________________________________________________________
 AG1670* NAD 83(1986) POSITION- 26 31 17.     (N) 082 11 20.     (W)   SCALED
 AG1670* NAVD 88 ORTHO HEIGHT -     0.697 (meters)        2.29  (feet) ADJUSTED
 AG1670  ______________________________________________________________________
 AG1670  GEOID HEIGHT    -        -23.565 (meters)                     GEOID18
 AG1670  DYNAMIC HEIGHT  -          0.696 (meters)        2.28  (feet) COMP
 AG1670  MODELED GRAVITY -    979,083.6   (mgal)                       NAVD 88
 AG1670
 AG1670  VERT ORDER      -  FIRST     CLASS I
 AG1670
 AG1670.The horizontal coordinates were scaled from a map and have
 AG1670.an estimated accuracy of +/- 6 seconds.
 AG1670
 AG1670.The orthometric height was determined by differential leveling and
 AG1670.adjusted by the NATIONAL GEODETIC SURVEY
 AG1670.in June 1991.
 AG1670
 AG1670.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1670.GEOID18 height accuracy estimate available here.
 AG1670
 AG1670.This Tidal Bench Mark is designated as VM 7331
 AG1670.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1670
 AG1670.Click photographs - Photos may exist for this station.
 AG1670
 AG1670.The dynamic height is computed by dividing the NAVD 88
 AG1670.geopotential number by the normal gravity value computed on the
 AG1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1670.degrees latitude (g = 980.6199 gals.).
 AG1670
 AG1670.The modeled gravity was interpolated from observed gravity values.
 AG1670
 AG1670;                    North         East    Units  Estimated Accuracy
 AG1670;SPC FL W     -   242,390.      181,170.      MT  (+/- 180 meters Scaled)
 AG1670
 AG1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK815339(NAD 83)
 AG1670
 AG1670                          SUPERSEDED SURVEY CONTROL
 AG1670
 AG1670  NGVD 29 (??/??/92)    1.06   (m)            3.5    (f) COMPUTED    1 1
 AG1670
 AG1670.Superseded values are not recommended for survey control.
 AG1670
 AG1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1670.See file dsdata.pdf to determine how the superseded data were derived.
 AG1670
 AG1670_MARKER: DB = BENCH MARK DISK
 AG1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1670_STAMPING: BM 1 1961
 AG1670_MARK LOGO: CGS
 AG1670_PROJECTION: PROJECTING 6 CENTIMETERS
 AG1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1670+STABILITY: SURFACE MOTION
 AG1670
 AG1670  HISTORY     - Date     Condition        Report By
 AG1670  HISTORY     - 1961     MONUMENTED       CGS
 AG1670  HISTORY     - 1965     GOOD             CGS
 AG1670  HISTORY     - 1974     GOOD             NGS
 AG1670  HISTORY     - 1984     GOOD             FLDNR
 AG1670  HISTORY     - 19901207 GOOD             USPSQD
 AG1670
 AG1670                          STATION DESCRIPTION
 AG1670
 AG1670'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1670'AT CAPTIVA.
 AG1670'AT CAPTIVA, ABOUT 0.05 MILE EAST ALONG COCONUT DRIVE FROM THE
 AG1670'POST OFFICE, THENCE ABOUT 0.3 MILE NORTH ALONG MUNSON STREET,
 AG1670'THENCE 0.05 MILE EAST ALONG PALM AVENUE, NEAR ANDYS FISHING PIER,
 AG1670'102 FEET SOUTH OF THE CENTER LINE OF PALM AVENUE, ABOUT 75 YARDS
 AG1670'SOUTHWEST OF THE WEST END OF THE FISHING PIER, 43 FEET SOUTH OF
 AG1670'THE SOUTHEAST CORNER OF A HOUSE, 27.5 FEET SOUTHWEST OF THE
 AG1670'SOUTHWEST CORNER OF A BOAT REPAIR SHED, 83.0 FEET WEST OF THE
 AG1670'NORTHWEST CORNER OF A BOAT SLIP, 150 FEET NORTH OF TIDAL 3
 AG1670'DESCRIBED, 103.5 FEET EAST-NORTHEAST OF TIDAL 2, NEAR THE NORTHWEST
 AG1670'CORNER OF AN ABANDONED CONCRETE FOUNDATION LEADING WEST FROM
 AG1670'THE BOAT SLIP, ABOUT LEVEL WITH PALM AVENUE AND SET IN THE TOP
 AG1670'OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AG1670
 AG1670                          STATION RECOVERY (1974)
 AG1670
 AG1670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1670'RECOVERED IN GOOD CONDITION.
 AG1670
 AG1670                          STATION RECOVERY (1984)
 AG1670
 AG1670'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1670'RECOVERED IN GOOD CONDITION EXCEPT TO REACH THE MARK BEGIN AT THE
 AG1670'CAPTIVA FIRE STATION, GO 0.05 MILE SOUTH ON MUNSON STREET TO THE
 AG1670'PROPERTY OF ANDY ROSSE AND THE MARK.
 AG1670
 AG1670                          STATION RECOVERY (1990)
 AG1670
 AG1670'RECOVERY NOTE BY US POWER SQUADRON 1990 (ASK)
 AG1670'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1669 ***********************************************************************
 AG1669  DESIGNATION -  872 5417 TIDAL 2
 AG1669  PID         -  AG1669
 AG1669  STATE/COUNTY-  FL/LEE
 AG1669  COUNTRY     -  US
 AG1669  USGS QUAD   -  CAPTIVA (2018)
 AG1669
 AG1669                         *CURRENT SURVEY CONTROL
 AG1669  ______________________________________________________________________
 AG1669* NAD 83(1986) POSITION- 26 31 17.     (N) 082 11 20.     (W)   SCALED
 AG1669* NAVD 88 ORTHO HEIGHT -     1.089 (meters)        3.57  (feet) ADJUSTED
 AG1669  ______________________________________________________________________
 AG1669  GEOID HEIGHT    -        -23.565 (meters)                     GEOID18
 AG1669  DYNAMIC HEIGHT  -          1.087 (meters)        3.57  (feet) COMP
 AG1669  MODELED GRAVITY -    979,083.6   (mgal)                       NAVD 88
 AG1669
 AG1669  VERT ORDER      -  FIRST     CLASS I
 AG1669
 AG1669.The horizontal coordinates were scaled from a map and have
 AG1669.an estimated accuracy of +/- 6 seconds.
 AG1669
 AG1669.The orthometric height was determined by differential leveling and
 AG1669.adjusted by the NATIONAL GEODETIC SURVEY
 AG1669.in June 1991.
 AG1669
 AG1669.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1669.GEOID18 height accuracy estimate available here.
 AG1669
 AG1669.Click photographs - Photos may exist for this station.
 AG1669
 AG1669.The dynamic height is computed by dividing the NAVD 88
 AG1669.geopotential number by the normal gravity value computed on the
 AG1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1669.degrees latitude (g = 980.6199 gals.).
 AG1669
 AG1669.The modeled gravity was interpolated from observed gravity values.
 AG1669
 AG1669;                    North         East    Units  Estimated Accuracy
 AG1669;SPC FL W     -   242,390.      181,170.      MT  (+/- 180 meters Scaled)
 AG1669
 AG1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK815339(NAD 83)
 AG1669
 AG1669                          SUPERSEDED SURVEY CONTROL
 AG1669
 AG1669  NGVD 29 (??/??/92)    1.45   (m)            4.8    (f) COMPUTED    1 1
 AG1669
 AG1669.Superseded values are not recommended for survey control.
 AG1669
 AG1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1669.See file dsdata.pdf to determine how the superseded data were derived.
 AG1669
 AG1669_MARKER: DB = BENCH MARK DISK
 AG1669_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG1669_SP_SET: STEP
 AG1669_STAMPING: BM 2 1961
 AG1669_MARK LOGO: CGS
 AG1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1669
 AG1669  HISTORY     - Date     Condition        Report By
 AG1669  HISTORY     - 1961     MONUMENTED       CGS
 AG1669  HISTORY     - 1965     GOOD             CGS
 AG1669  HISTORY     - 1974     GOOD             NGS
 AG1669  HISTORY     - 1984     GOOD             FLDNR
 AG1669  HISTORY     - 19901207 POOR             USPSQD
 AG1669
 AG1669                          STATION DESCRIPTION
 AG1669
 AG1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1669'AT CAPTIVA.
 AG1669'AT CAPTIVA, ABOUT 0.05 MILE EAST ALONG COCONUT DRIVE FROM THE
 AG1669'POST OFFICE, THENCE ABOUT 0.3 MILE NORTH ALONG MUNSON STREET,
 AG1669'THENCE ABOUT 0.05 MILE EAST ALONG PALM AVENUE, NEAR ANDYS FISHING
 AG1669'PIER, IN SECTION 35, R 42 E, T 45 S, ALONG CAPTIVA ISLAND, ABOUT
 AG1669'105 FEET SOUTH OF THE CENTER LINE OF PALM AVENUE, SET IN THE
 AG1669'TOP OF THE NORTH END OF THE BOTTOM CONCRETE STEPS AT THE EAST
 AG1669'ENTRANCE OF A HOUSE, 103.5 FEET WEST-SOUTHWEST OF TIDAL 1
 AG1669'DESCRIBED, AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE GROUND.
 AG1669
 AG1669                          STATION RECOVERY (1974)
 AG1669
 AG1669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1669'RECOVERED IN GOOD CONDITION.
 AG1669
 AG1669                          STATION RECOVERY (1984)
 AG1669
 AG1669'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1669'RECOVERED IN GOOD CONDITION EXCEPT TO REACH THE MARK BEGIN AT THE
 AG1669'CAPTIVA FIRE STATION, GO 0.05 MILE SOUTH ON MUNSON STREET TO THE
 AG1669'PROPERTY OF ANDY ROSSE AND THE MARK.
 AG1669
 AG1669                          STATION RECOVERY (1990)
 AG1669
 AG1669'RECOVERY NOTE BY US POWER SQUADRON 1990 (ASK)
 AG1669'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1668 ***********************************************************************
 AG1668  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1668  DESIGNATION -  872 5417 TIDAL 3
 AG1668  PID         -  AG1668
 AG1668  STATE/COUNTY-  FL/LEE
 AG1668  COUNTRY     -  US
 AG1668  USGS QUAD   -  CAPTIVA (2018)
 AG1668
 AG1668                         *CURRENT SURVEY CONTROL
 AG1668  ______________________________________________________________________
 AG1668* NAD 83(1986) POSITION- 26 31 16.     (N) 082 11 20.     (W)   SCALED
 AG1668* NAVD 88 ORTHO HEIGHT -     0.699 (meters)        2.29  (feet) ADJUSTED
 AG1668  ______________________________________________________________________
 AG1668  GEOID HEIGHT    -        -23.565 (meters)                     GEOID18
 AG1668  DYNAMIC HEIGHT  -          0.698 (meters)        2.29  (feet) COMP
 AG1668  MODELED GRAVITY -    979,083.6   (mgal)                       NAVD 88
 AG1668
 AG1668  VERT ORDER      -  FIRST     CLASS I
 AG1668
 AG1668.The horizontal coordinates were scaled from a map and have
 AG1668.an estimated accuracy of +/- 6 seconds.
 AG1668
 AG1668.The orthometric height was determined by differential leveling and
 AG1668.adjusted by the NATIONAL GEODETIC SURVEY
 AG1668.in June 1991.
 AG1668
 AG1668.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1668.GEOID18 height accuracy estimate available here.
 AG1668
 AG1668.This Tidal Bench Mark is designated as VM 7332
 AG1668.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1668
 AG1668.Click photographs - Photos may exist for this station.
 AG1668
 AG1668.The dynamic height is computed by dividing the NAVD 88
 AG1668.geopotential number by the normal gravity value computed on the
 AG1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1668.degrees latitude (g = 980.6199 gals.).
 AG1668
 AG1668.The modeled gravity was interpolated from observed gravity values.
 AG1668
 AG1668;                    North         East    Units  Estimated Accuracy
 AG1668;SPC FL W     -   242,360.      181,170.      MT  (+/- 180 meters Scaled)
 AG1668
 AG1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK815339(NAD 83)
 AG1668
 AG1668                          SUPERSEDED SURVEY CONTROL
 AG1668
 AG1668  NGVD 29 (??/??/92)    1.06   (m)            3.5    (f) COMPUTED    1 1
 AG1668
 AG1668.Superseded values are not recommended for survey control.
 AG1668
 AG1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1668.See file dsdata.pdf to determine how the superseded data were derived.
 AG1668
 AG1668_MARKER: DB = BENCH MARK DISK
 AG1668_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG1668_SP_SET: STEP
 AG1668_STAMPING: BM 3 1961
 AG1668_MARK LOGO: CGS
 AG1668_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1668
 AG1668  HISTORY     - Date     Condition        Report By
 AG1668  HISTORY     - 1961     MONUMENTED       CGS
 AG1668  HISTORY     - 1965     GOOD             CGS
 AG1668  HISTORY     - 1974     GOOD             NGS
 AG1668  HISTORY     - 1984     GOOD             FLDNR
 AG1668  HISTORY     - 19901207 POOR             USPSQD
 AG1668
 AG1668                          STATION DESCRIPTION
 AG1668
 AG1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1668'AT CAPTIVA.
 AG1668'AT CAPTIVA, ABOUT 0.05 MILE EAST ALONG COCONUT DRIVE FROM THE
 AG1668'POST OFFICE, THENCE ABOUT 0.3 MILE NORTH ALONG MUNSON STREET,
 AG1668'THENCE ABOUT 0.05 MILE EAST ALONG PALM AVENUE, IN SECTION 35,
 AG1668'R 42 E, T 45 S, ALONG CAPTIVA ISLAND, ABOUT 252 FEET SOUTH OF
 AG1668'THE CENTER LINE OF PALM AVENUE, SET IN THE TOP OF AT THE EAST END
 AG1668'OF THE BOTTOM STEP (CONCRETE) AT THE NORTH ENTRANCE OF A GREEN
 AG1668'COVERED FRAME HOUSE, 20.5 FEET WEST-NORTHWEST OF THE NORTHEAST
 AG1668'CORNER OF THE HOUSE, 150 FEET SOUTH OF TIDAL 1 DESCRIBED, AND
 AG1668'ABOUT 1 FOOT ABOVE THE LEVEL OF THE GROUND.
 AG1668
 AG1668                          STATION RECOVERY (1974)
 AG1668
 AG1668'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1668'RECOVERED IN GOOD CONDITION.
 AG1668
 AG1668                          STATION RECOVERY (1984)
 AG1668
 AG1668'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1668'RECOVERED IN GOOD CONDITION EXCEPT TO REACH THE MARK BEGIN AT THE
 AG1668'CAPTIVA FIRE STATION, GO 0.05 MILE SOUTH ON MUNSON STREET TO THE
 AG1668'PROPERTY OF ANDY ROSSE AND THE MARK.
 AG1668
 AG1668                          STATION RECOVERY (1990)
 AG1668
 AG1668'RECOVERY NOTE BY US POWER SQUADRON 1990 (ASK)
 AG1668'MARK RECOVERED IN POOR CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF9002 ***********************************************************************
 DF9002  DESIGNATION -  872 5418 A TIDAL
 DF9002  PID         -  DF9002
 DF9002  STATE/COUNTY-  FL/LEE
 DF9002  COUNTRY     -  US
 DF9002  USGS QUAD   -  FORT MYERS SW (2018)
 DF9002
 DF9002                         *CURRENT SURVEY CONTROL
 DF9002  ______________________________________________________________________
 DF9002* NAD 83(1986) POSITION- 26 31 10.67   (N) 081 57 50.67   (W)   HD_HELD1
 DF9002* NAVD 88 ORTHO HEIGHT -     1.384 (meters)        4.54  (feet) ADJUSTED
 DF9002  ______________________________________________________________________
 DF9002  GEOID HEIGHT    -        -23.877 (meters)                     GEOID18
 DF9002  DYNAMIC HEIGHT  -          1.382 (meters)        4.53  (feet) COMP
 DF9002  MODELED GRAVITY -    979,072.3   (mgal)                       NAVD 88
 DF9002
 DF9002  VERT ORDER      -  FIRST     CLASS II
 DF9002
 DF9002.The horizontal coordinates were determined by differentially corrected
 DF9002.hand held GPS observations or other comparable positioning techniques
 DF9002.and have an estimated accuracy of +/- 3 meters.
 DF9002
 DF9002.The orthometric height was determined by differential leveling and
 DF9002.adjusted by the NATIONAL GEODETIC SURVEY
 DF9002.in May 2013.
 DF9002
 DF9002.No vertical observational check was made to the station.
 DF9002
 DF9002.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9002.GEOID18 height accuracy estimate available here.
 DF9002
 DF9002.Click photographs - Photos may exist for this station.
 DF9002
 DF9002.The dynamic height is computed by dividing the NAVD 88
 DF9002.geopotential number by the normal gravity value computed on the
 DF9002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9002.degrees latitude (g = 980.6199 gals.).
 DF9002
 DF9002.The modeled gravity was interpolated from observed gravity values.
 DF9002
 DF9002;                    North         East    Units  Estimated Accuracy
 DF9002;SPC FL W     -   242,182.9     203,580.5     MT  (+/- 3 meters HH1 GPS) 
 DF9002
 DF9002_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0394333592(NAD 83)
 DF9002
 DF9002                          SUPERSEDED SURVEY CONTROL
 DF9002
 DF9002  NAVD 88 (05/18/04)    1.381  (m)            4.53   (f) SUPERSEDED  2 1
 DF9002
 DF9002.Superseded values are not recommended for survey control.
 DF9002
 DF9002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9002.See file dsdata.pdf to determine how the superseded data were derived.
 DF9002
 DF9002_MARKER: F = FLANGE-ENCASED ROD
 DF9002_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF9002_STAMPING: 5418 A 2002
 DF9002_MARK LOGO: NGS
 DF9002_PROJECTION: RECESSED 18 CENTIMETERS
 DF9002_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9002_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9002+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2024
 DF9002_ROD/PIPE-DEPTH: 20.3 meters
 DF9002
 DF9002  HISTORY     - Date     Condition        Report By
 DF9002  HISTORY     - 20020206 MONUMENTED       FLDEP
 DF9002  HISTORY     - 20051107 GOOD             USPSQD
 DF9002  HISTORY     - 20081029 GOOD             FLDEP
 DF9002  HISTORY     - 20081115 GOOD             AIMENG
 DF9002  HISTORY     - 20200725 GOOD             T2UES
 DF9002  HISTORY     - 20241108 GOOD             USPSQD
 DF9002
 DF9002                          STATION DESCRIPTION
 DF9002
 DF9002'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DF9002'THE MARK IS ABOUT 11.2 MI SOUTHWEST OF FORT MYERS, 4.7 MI NORTHEAST OF
 DF9002'PUNTA RASSA, IN SECTION 36, TOWNSHIP 45 SOUTH, RANGE 23 EAST.
 DF9002'
 DF9002'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (CLEVELAND
 DF9002'AVENUE) OVERPASS AND STATE ROAD 867 (MCGREGOR BOULEVARD) IN FORT
 DF9002'MYERS, GO SOUTHWEST ON STATE ROAD 867 (MCGREGOR BOULEVARD) FOR 3.25 MI
 DF9002'TO THE INTERSECTION OF STATE ROAD 884 (COLONIAL BOULEVARD) OVERPASS,
 DF9002'CONTINUE SOUTHWEST ON STATE ROAD 867 (MCGREGOR BOULEVARD) FOR 6.25 MI
 DF9002'TO THE JUNCTION OF IONA ROAD ON THE RIGHT, TURN RIGHT ON IONA ROAD AND
 DF9002'GO WEST FOR 1.4 MI TO A 90 DEGREE TURN SOUTH AND THE JUNCTION OF BAIN
 DF9002'ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD
 DF9002'DRIVEN TO REFUSAL AT A DEPTH OF 66.6 FT WITH A NGS LOGO CAP FLUSH WITH
 DF9002'THE GROUND AND ABOUT LEVEL WITH BAIN ROAD, THE DATUM POINT IS RECESSED
 DF9002'0.6 FT BELOW THE LEVEL OF THE NGS LOGO CAP.
 DF9002'
 DF9002'LOCATED 54.4 FT WEST OF THE APPROXIMATE CENTER OF A ROCK DRIVE, 33.8
 DF9002'FT NORTHEAST OF A MAN HOLE, 29.0 FT NORTH OF THE APPROXIMATE
 DF9002'CENTERLINE OF A PRIVATE ROAD LEADING WEST, 27.6 FT EAST OF THE
 DF9002'APPROXIMATE CENTERLINE OF BAIN ROAD, 25.5 FT NORTH OF THE APPROXIMATE
 DF9002'CENTERLINE OF IONA ROAD AND 2.0 FT EAST OF THE EAST LEG OF A SIGN AND
 DF9002'A CARSONITE WITNESS POST.
 DF9002'
 DF9002'NOTE  A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF9002'MONUMENT.
 DF9002'
 DF9002'NOTE  ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DF9002
 DF9002                          STATION RECOVERY (2005)
 DF9002
 DF9002'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 DF9002'THE HINGED COVER OF THE MARKER IS BADLY DAMAGED AND TORN LOOSE FROM
 DF9002'ITS HINGES - PROBABLY BY A LAWN MOWER.
 DF9002
 DF9002                          STATION RECOVERY (2008)
 DF9002
 DF9002'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 DF9002'RECOVERED AS DESCRIBED.
 DF9002
 DF9002                          STATION RECOVERY (2008)
 DF9002
 DF9002'RECOVERY NOTE BY AIM ENGINEERING AND SURVEYING 2008 (BRH)
 DF9002'RECOVERED IN GOOD CONDITION.
 DF9002
 DF9002                          STATION RECOVERY (2020)
 DF9002
 DF9002'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 DF9002'RECOVERED IN GOOD CONDITION.
 DF9002'
 DF9002'NOTE-THE COVER IS MISSING POSING A SAFETY HAZARD.
 DF9002'
 DF9002'NOTE-A MAGNET WAS PLACED INSIDE THE PVC PIPE.
 DF9002
 DF9002                          STATION RECOVERY (2024)
 DF9002
 DF9002'RECOVERY NOTE BY US POWER SQUADRON 2024 (LK)
 DF9002'COVER IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF9001 ***********************************************************************
 DF9001  DESIGNATION -  872 5418 B TIDAL
 DF9001  PID         -  DF9001
 DF9001  STATE/COUNTY-  FL/LEE
 DF9001  COUNTRY     -  US
 DF9001  USGS QUAD   -  FORT MYERS SW (2018)
 DF9001
 DF9001                         *CURRENT SURVEY CONTROL
 DF9001  ______________________________________________________________________
 DF9001* NAD 83(2011) POSITION- 26 31 06.80863(N) 081 57 50.42394(W)   ADJUSTED
 DF9001* NAD 83(2011) ELLIP HT-   -22.468 (meters)        (06/27/12)   ADJUSTED
 DF9001* NAD 83(2011) EPOCH   -  2010.00
 DF9001* NAVD 88 ORTHO HEIGHT -     1.415 (meters)        4.64  (feet) ADJUSTED
 DF9001  ______________________________________________________________________
 DF9001  GEOID HEIGHT    -        -23.876 (meters)                     GEOID18
 DF9001  NAD 83(2011) X  -    798,353.920 (meters)                     COMP
 DF9001  NAD 83(2011) Y  - -5,654,805.404 (meters)                     COMP
 DF9001  NAD 83(2011) Z  -  2,830,574.812 (meters)                     COMP
 DF9001  LAPLACE CORR    -         -2.23  (seconds)                    DEFLEC18
 DF9001  DYNAMIC HEIGHT  -          1.413 (meters)        4.64  (feet) COMP
 DF9001  MODELED GRAVITY -    979,072.3   (mgal)                       NAVD 88
 DF9001
 DF9001  VERT ORDER      -  FIRST     CLASS II
 DF9001
 DF9001  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DF9001  Standards:
 DF9001         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DF9001            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DF9001  -------------------------------------------------------------------
 DF9001  NETWORK    1.02   1.72           0.36   0.46   0.88     -0.16444044
 DF9001  -------------------------------------------------------------------
 DF9001  Click here for local accuracies and other accuracy information.
 DF9001
 DF9001.The horizontal coordinates were established by GPS observations
 DF9001.and adjusted by the National Geodetic Survey in June 2012.
 DF9001
 DF9001.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DF9001.been affixed to the stable North American tectonic plate. See 
 DF9001.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DF9001
 DF9001.The horizontal coordinates are valid at the epoch date displayed above
 DF9001.which is a decimal equivalence of Year/Month/Day.
 DF9001
 DF9001.The orthometric height was determined by differential leveling and
 DF9001.adjusted by the NATIONAL GEODETIC SURVEY
 DF9001.in May 2013.
 DF9001
 DF9001.No vertical observational check was made to the station.
 DF9001
 DF9001.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9001.GEOID18 height accuracy estimate available here.
 DF9001
 DF9001.Click photographs - Photos may exist for this station.
 DF9001
 DF9001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF9001
 DF9001.The Laplace correction was computed from DEFLEC18 derived deflections.
 DF9001
 DF9001.The ellipsoidal height was determined by GPS observations
 DF9001.and is referenced to NAD 83.
 DF9001
 DF9001.The dynamic height is computed by dividing the NAVD 88
 DF9001.geopotential number by the normal gravity value computed on the
 DF9001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9001.degrees latitude (g = 980.6199 gals.).
 DF9001
 DF9001.The modeled gravity was interpolated from observed gravity values.
 DF9001
 DF9001. The following values were computed from the NAD 83(2011) position.
 DF9001
 DF9001;                    North         East     Units Scale Factor Converg.
 DF9001;SPC FL W     -   242,064.035   203,587.393   MT  0.99994134   +0 00 57.9
 DF9001;SPC FL W     -   794,171.75    667,936.31   sFT  0.99994134   +0 00 57.9
 DF9001;UTM  17      - 2,933,473.721   403,949.219   MT  0.99971390   -0 25 49.6
 DF9001
 DF9001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF9001!SPC FL W     -   1.00000353  x   0.99994134  =   0.99994487
 DF9001!UTM  17      -   1.00000353  x   0.99971390  =   0.99971743
 DF9001
 DF9001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0394933473(NAD 83)
 DF9001
 DF9001                          SUPERSEDED SURVEY CONTROL
 DF9001
 DF9001  NAD 83(2007)-  26 31 06.80897(N)    081 57 50.42456(W) AD(2002.00) 0
 DF9001  ELLIP H (02/10/07)  -22.427  (m)                       GP(2002.00)    
 DF9001  NAD 83(1999)-  26 31 06.80906(N)    081 57 50.42471(W) AD(       ) 1
 DF9001  ELLIP H (05/20/05)  -22.449  (m)                       GP(       ) 3 1
 DF9001  NAVD 88               1.41   (m)            4.6    (f) LEVELING    3  
 DF9001  NAVD 88 (05/18/04)    1.412  (m)            4.63   (f) SUPERSEDED  2 1
 DF9001
 DF9001.Superseded values are not recommended for survey control.
 DF9001
 DF9001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9001.See file dsdata.pdf to determine how the superseded data were derived.
 DF9001
 DF9001_MARKER: F = FLANGE-ENCASED ROD
 DF9001_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DF9001_STAMPING: 5418 B 2002
 DF9001_MARK LOGO: NGS
 DF9001_PROJECTION: RECESSED 18 CENTIMETERS
 DF9001_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DF9001_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF9001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF9001+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2024
 DF9001_ROD/PIPE-DEPTH: 20.0 meters
 DF9001
 DF9001  HISTORY     - Date     Condition        Report By
 DF9001  HISTORY     - 2002     MONUMENTED       FLDEP
 DF9001  HISTORY     - 20050215 GOOD             FLDEP
 DF9001  HISTORY     - 20060306 GOOD             USPSQD
 DF9001  HISTORY     - 20081029 GOOD             FLDEP
 DF9001  HISTORY     - 20120917 GOOD             INDIV
 DF9001  HISTORY     - 20121201 GOOD             AMEC
 DF9001  HISTORY     - 20200725 GOOD             T2UES
 DF9001  HISTORY     - 20241108 GOOD             USPSQD
 DF9001
 DF9001                          STATION DESCRIPTION
 DF9001
 DF9001'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DF9001'THE MARK IS ABOUT 11.2 MI SOUTHWEST OF FORT MYERS, 4.6 MI NORTHEAST OF
 DF9001'PUNTA RASSA, IN SECTION 36, TOWNSHIP 45 SOUTH, RANGE 23 EAST.
 DF9001'
 DF9001'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (CLEVELAND
 DF9001'AVENUE) OVERPASS AND STATE ROAD 867 (MCGREGOR BOULEVARD) IN FORT
 DF9001'MYERS, GO SOUTHWEST ON STATE ROAD 867 (MCGREGOR BOULEVARD) FOR 3.25 MI
 DF9001'TO THE INTERSECTION OF STATE ROAD 884 (COLONIAL BOULEVARD) OVERPASS,
 DF9001'CONTINUE SOUTHWEST ON STATE ROAD 867 (MCGREGOR BOULEVARD) FOR 6.25 MI
 DF9001'TO THE JUNCTION OF IONA ROAD ON THE RIGHT, TURN RIGHT ON IONA ROAD AND
 DF9001'GO WEST FOR 1.4 MI TO A 90 DEGREE TURN SOUTH, CONTINUE SOUTH ON IONA
 DF9001'ROAD FOR O.05 MI TO THE JUNCTION OF TAHITIAN DRIVE ON THE RIGHT AND
 DF9001'THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DF9001'DEPTH OF 65.6 FT WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND 1.0 FT
 DF9001'ABOVE THE LEVEL OF IONA ROAD, THE DATUM POINT IS RECESSED 0.6 FT BELOW
 DF9001'THE LEVEL OF THE NGS LOGO CAP.
 DF9001'
 DF9001'LOCATED 33.4 FT EAST OF THE CENTERLINE OF IONA ROAD, 29.5 FT NORTH OF
 DF9001'THE EXTENDED CENTERLINE OF TAHITIAN DRIVE, 21.0 FT NORTH-NORTHEAST OF
 DF9001'THE WEST END OF A 42-INCH CONCRETE PIPE CULVERT, 13.7 FT WEST OF THE
 DF9001'WEST SIDE OF THE SIDEWALK AND 2.2 FT SOUTH OF A POWER POLE WITH 5 GUY
 DF9001'WIRES ATTACHED.
 DF9001'
 DF9001'NOTE  A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DF9001'MONUMENT.
 DF9001'
 DF9001'NOTE  ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DF9001
 DF9001                          STATION RECOVERY (2005)
 DF9001
 DF9001'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (RWH)
 DF9001'RECOVERED IN GOOD CONDITION.
 DF9001
 DF9001                          STATION RECOVERY (2006)
 DF9001
 DF9001'RECOVERY NOTE BY US POWER SQUADRON 2006 (RTP)
 DF9001'RECOVERED IN GOOD CONDITION.
 DF9001
 DF9001                          STATION RECOVERY (2008)
 DF9001
 DF9001'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 DF9001'RECOVERED AS DESCRIBED.
 DF9001
 DF9001                          STATION RECOVERY (2012)
 DF9001
 DF9001'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2012 (JH)
 DF9001'RECOVERED IN GOOD CONDITION.
 DF9001
 DF9001                          STATION RECOVERY (2012)
 DF9001
 DF9001'RECOVERY NOTE BY AMEC EARTH & ENVIRONMENTAL 2012 (JH)
 DF9001'RECOVERED IN GOOD CONDITION.
 DF9001
 DF9001                          STATION RECOVERY (2020)
 DF9001
 DF9001'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 DF9001'RECOVERED IN GOOD CONDITION.
 DF9001'
 DF9001'NOTE-A MAGNET WAS PLACED INSIDE THE PVC PIPE.
 DF9001
 DF9001                          STATION RECOVERY (2024)
 DF9001
 DF9001'RECOVERY NOTE BY US POWER SQUADRON 2024 (LK)
 DF9001'COVER IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DF9000 ***********************************************************************
 DF9000  DESIGNATION -  872 5418 C TIDAL
 DF9000  PID         -  DF9000
 DF9000  STATE/COUNTY-  FL/LEE
 DF9000  COUNTRY     -  US
 DF9000  USGS QUAD   -  FORT MYERS SW (2018)
 DF9000
 DF9000                         *CURRENT SURVEY CONTROL
 DF9000  ______________________________________________________________________
 DF9000* NAD 83(1986) POSITION- 26 30 58.10   (N) 081 57 50.38   (W)   HD_HELD1
 DF9000* NAVD 88 ORTHO HEIGHT -     1.701 (meters)        5.58  (feet) ADJUSTED
 DF9000  ______________________________________________________________________
 DF9000  GEOID HEIGHT    -        -23.874 (meters)                     GEOID18
 DF9000  DYNAMIC HEIGHT  -          1.698 (meters)        5.57  (feet) COMP
 DF9000  MODELED GRAVITY -    979,072.1   (mgal)                       NAVD 88
 DF9000
 DF9000  VERT ORDER      -  FIRST     CLASS II
 DF9000
 DF9000.The horizontal coordinates were determined by differentially corrected
 DF9000.hand held GPS observations or other comparable positioning techniques
 DF9000.and have an estimated accuracy of +/- 3 meters.
 DF9000
 DF9000.The orthometric height was determined by differential leveling and
 DF9000.adjusted by the NATIONAL GEODETIC SURVEY
 DF9000.in May 2013.
 DF9000
 DF9000.No vertical observational check was made to the station.
 DF9000
 DF9000.Significant digits in the geoid height do not necessarily reflect accuracy.
 DF9000.GEOID18 height accuracy estimate available here.
 DF9000
 DF9000.Click photographs - Photos may exist for this station.
 DF9000
 DF9000.The dynamic height is computed by dividing the NAVD 88
 DF9000.geopotential number by the normal gravity value computed on the
 DF9000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DF9000.degrees latitude (g = 980.6199 gals.).
 DF9000
 DF9000.The modeled gravity was interpolated from observed gravity values.
 DF9000
 DF9000;                    North         East    Units  Estimated Accuracy
 DF9000;SPC FL W     -   241,796.0     203,588.7     MT  (+/- 3 meters HH1 GPS) 
 DF9000
 DF9000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0394833205(NAD 83)
 DF9000
 DF9000                          SUPERSEDED SURVEY CONTROL
 DF9000
 DF9000  NAVD 88 (05/18/04)    1.699  (m)            5.57   (f) SUPERSEDED  2 1
 DF9000
 DF9000.Superseded values are not recommended for survey control.
 DF9000
 DF9000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DF9000.See file dsdata.pdf to determine how the superseded data were derived.
 DF9000
 DF9000_MARKER: DD = SURVEY DISK
 DF9000_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DF9000_SP_SET: BOX DRAIN
 DF9000_STAMPING: 5418 C 2002
 DF9000_MARK LOGO: FLDEP
 DF9000_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF9000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF9000+STABILITY: SURFACE MOTION
 DF9000_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DF9000+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2024
 DF9000
 DF9000  HISTORY     - Date     Condition        Report By
 DF9000  HISTORY     - 20020206 MONUMENTED       FLDEP
 DF9000  HISTORY     - 20051108 GOOD             USPSQD
 DF9000  HISTORY     - 20081029 GOOD             FLDEP
 DF9000  HISTORY     - 20200725 GOOD             T2UES
 DF9000  HISTORY     - 20241108 GOOD             USPSQD
 DF9000
 DF9000                          STATION DESCRIPTION
 DF9000
 DF9000'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DF9000'THE MARK IS ABOUT 11.3 MI SOUTHWEST OF FORT MYERS, 4.2 MI NORTHEAST OF
 DF9000'PUNTA RASSA, IN
 DF9000'SECTION 36, TOWNSHIP 45 SOUTH, RANGE 23 EAST.
 DF9000'
 DF9000'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 41 (CLEVELAND
 DF9000'AVENUE) OVERPASS
 DF9000'AND STATE ROAD 867 (MCGREGOR BOULEVARD) IN FORT MYERS, GO SOUTHWEST ON
 DF9000'STATE ROAD
 DF9000'867 (MCGREGOR BOULEVARD) FOR 3.25 MI TO THE INTERSECTION OF STATE ROAD
 DF9000'884 (COLONIAL
 DF9000'BOULEVARD) OVERPASS, CONTINUE SOUTHWEST ON STATE ROAD 867 (MCGREGOR
 DF9000'BOULEVARD)
 DF9000'FOR 6.25 MI TO THE JUNCTION OF IONA ROAD ON THE RIGHT, TURN RIGHT ON
 DF9000'IONA ROAD AND GO
 DF9000'WEST FOR 1.6 MI TO THE JUNCTION OF SUMMERWOOD DRIVE ON THE LEFT AND
 DF9000'THE MARK ON THE
 DF9000'LEFT, SET FLUSH IN THE TOP OF A CONCRETE BOX DRAIN 0.3 FT ABOVE THE
 DF9000'LEVEL OF THE GROUND
 DF9000'AND ABOUT LEVEL WITH IONA ROAD.
 DF9000'
 DF9000'LOCATED 27.0 FT NORTH OF THE APPROXIMATE CENTERLINE OF SUMMERWOOD
 DF9000'DRIVE, 22.8 FT EAST
 DF9000'OF THE CENTERLINE OF IONA ROAD, 7.7 FT WEST OF THE WEST EDGE OF THE
 DF9000'SIDEWALK, 1.1 FT
 DF9000'NORTHWEST OF A STREET SIGN AND 1.0 FT NORTHWEST OF A CARSONITE WITNESS
 DF9000'POST.
 DF9000
 DF9000                          STATION RECOVERY (2005)
 DF9000
 DF9000'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 DF9000'RECOVERED IN GOOD CONDITION.
 DF9000
 DF9000                          STATION RECOVERY (2008)
 DF9000
 DF9000'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 DF9000'RECOVERED AS DESCRIBED.
 DF9000
 DF9000                          STATION RECOVERY (2020)
 DF9000
 DF9000'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 DF9000'RECOVERED AS DESCRIBED.
 DF9000
 DF9000                          STATION RECOVERY (2024)
 DF9000
 DF9000'RECOVERY NOTE BY US POWER SQUADRON 2024 (LK)
 DF9000'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7842 ***********************************************************************
 AD7842  DESIGNATION -  872 5418 E TIDAL
 AD7842  PID         -  AD7842
 AD7842  STATE/COUNTY-  FL/LEE
 AD7842  COUNTRY     -  US
 AD7842  USGS QUAD   -  FORT MYERS SW (2018)
 AD7842
 AD7842                         *CURRENT SURVEY CONTROL
 AD7842  ______________________________________________________________________
 AD7842* NAD 83(1986) POSITION- 26 31 19.77   (N) 081 57 54.77   (W)   HD_HELD1
 AD7842* NAVD 88 ORTHO HEIGHT -     0.920 (meters)        3.02  (feet) ADJUSTED
 AD7842  ______________________________________________________________________
 AD7842  GEOID HEIGHT    -        -23.878 (meters)                     GEOID18
 AD7842  DYNAMIC HEIGHT  -          0.919 (meters)        3.02  (feet) COMP
 AD7842  MODELED GRAVITY -    979,072.6   (mgal)                       NAVD 88
 AD7842
 AD7842  VERT ORDER      -  FIRST     CLASS II
 AD7842
 AD7842.The horizontal coordinates were determined by differentially corrected
 AD7842.hand held GPS observations or other comparable positioning techniques
 AD7842.and have an estimated accuracy of +/- 3 meters.
 AD7842
 AD7842.The orthometric height was determined by differential leveling and
 AD7842.adjusted by the NATIONAL GEODETIC SURVEY
 AD7842.in May 2013.
 AD7842
 AD7842.No vertical observational check was made to the station.
 AD7842
 AD7842.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7842.GEOID18 height accuracy estimate available here.
 AD7842
 AD7842.Click photographs - Photos may exist for this station.
 AD7842
 AD7842.The dynamic height is computed by dividing the NAVD 88
 AD7842.geopotential number by the normal gravity value computed on the
 AD7842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7842.degrees latitude (g = 980.6199 gals.).
 AD7842
 AD7842.The modeled gravity was interpolated from observed gravity values.
 AD7842
 AD7842;                    North         East    Units  Estimated Accuracy
 AD7842;SPC FL W     -   242,462.9     203,467.0     MT  (+/- 3 meters HH1 GPS) 
 AD7842
 AD7842_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0383133873(NAD 83)
 AD7842
 AD7842                          SUPERSEDED SURVEY CONTROL
 AD7842
 AD7842  NAVD 88 (05/18/04)    0.917  (m)            3.01   (f) SUPERSEDED  2 1
 AD7842  NAVD 88 (??/??/92)    0.917  (m)            3.01   (f) SUPERSEDED  3 0
 AD7842  NGVD 29 (09/01/92)    1.264  (m)            4.15   (f) ADJUSTED    2 1
 AD7842
 AD7842.Superseded values are not recommended for survey control.
 AD7842
 AD7842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7842.See file dsdata.pdf to determine how the superseded data were derived.
 AD7842
 AD7842_MARKER: DJ = TIDAL STATION DISK
 AD7842_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7842_SP_SET: BULKHEAD
 AD7842_STAMPING: 5418 E 1984
 AD7842_MARK LOGO: NOS
 AD7842_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7842+STABILITY: SURFACE MOTION
 AD7842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7842+SATELLITE: SATELLITE OBSERVATIONS - November 17, 2024
 AD7842
 AD7842  HISTORY     - Date     Condition        Report By
 AD7842  HISTORY     - 1984     MONUMENTED       FLDNR
 AD7842  HISTORY     - 19910430 GOOD             USPSQD
 AD7842  HISTORY     - 19990222 GOOD             USPSQD
 AD7842  HISTORY     - 20020321 GOOD             FLDEP
 AD7842  HISTORY     - 20040329 GOOD             USPSQD
 AD7842  HISTORY     - 20051107 GOOD             USPSQD
 AD7842  HISTORY     - 20081029 GOOD             FLDEP
 AD7842  HISTORY     - 20200725 GOOD             T2UES
 AD7842  HISTORY     - 20241117 POOR             USPSQD
 AD7842
 AD7842                          STATION DESCRIPTION
 AD7842
 AD7842'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7842'11.5 MI SW FROM FORT MYERS.
 AD7842'BEGIN AT THE LEE COUNTY COURTHOUSE IN FORT MYERS, GO 9.9 MILES
 AD7842'SOUTHWEST ON STATE ROAD 867 (MCGREGOR BOULEVARD) TO THE JUNCTION OF
 AD7842'IONA ROAD, GO 1.4 MILES WEST ON IONA ROAD TO THE JUNCTION OF BAIN
 AD7842'ROAD, GO 0.2 MILE NORTHWEST ON BAIN ROAD TO ITS END AT DENNIS DRIVE.
 AD7842'THE MARK BEARS 30 FEET WEST OF THE JUNCTION OF THE ROADS, 20 FEET
 AD7842'NORTHWEST OF POWER POLE 5-5209-2704-04, 5.2 FEET SOUTHEAST OF THE
 AD7842'WATERS EDGE, AND 3.2 FEET NORTHWEST OF THE SOUTHEAST END OF THE
 AD7842'CONCRETE BULKHEAD.
 AD7842'THE MARK IS ABOVE LEVEL WITH ROAD.
 AD7842
 AD7842                          STATION RECOVERY (1991)
 AD7842
 AD7842'RECOVERY NOTE BY US POWER SQUADRON 1991 (HWR)
 AD7842'RECOVERED IN GOOD CONDITION.
 AD7842
 AD7842                          STATION RECOVERY (1999)
 AD7842
 AD7842'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD7842'RECOVERED IN GOOD CONDITION.
 AD7842
 AD7842                          STATION RECOVERY (2002)
 AD7842
 AD7842'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AD7842'RECOVERED AS DESCRIBED.
 AD7842
 AD7842                          STATION RECOVERY (2004)
 AD7842
 AD7842'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7842'RECOVERED IN GOOD CONDITION.
 AD7842
 AD7842                          STATION RECOVERY (2005)
 AD7842
 AD7842'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 AD7842'RECOVERED IN GOOD CONDITION.
 AD7842
 AD7842                          STATION RECOVERY (2008)
 AD7842
 AD7842'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7842'RECOVERED AS DESCRIBED.
 AD7842
 AD7842                          STATION RECOVERY (2020)
 AD7842
 AD7842'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AD7842'RECOVERED AS DESCRIBED.
 AD7842
 AD7842                          STATION RECOVERY (2024)
 AD7842
 AD7842'RECOVERY NOTE BY US POWER SQUADRON 2024 (LK)
 AD7842'MARK HAS SURVIVED TWO RECENT HURRICANES.  THE BULKHEAD HAS SUFFERED
 AD7842'STORM DAMAGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7843 ***********************************************************************
 AD7843  DESIGNATION -  872 5418 F TIDAL
 AD7843  PID         -  AD7843
 AD7843  STATE/COUNTY-  FL/LEE
 AD7843  COUNTRY     -  US
 AD7843  USGS QUAD   -  FORT MYERS SW (2018)
 AD7843
 AD7843                         *CURRENT SURVEY CONTROL
 AD7843  ______________________________________________________________________
 AD7843* NAD 83(1986) POSITION- 26 31 11.78   (N) 081 57 51.14   (W)   HD_HELD1
 AD7843* NAVD 88 ORTHO HEIGHT -     0.913 (meters)        3.00  (feet) ADJUSTED
 AD7843  ______________________________________________________________________
 AD7843  GEOID HEIGHT    -        -23.878 (meters)                     GEOID18
 AD7843  DYNAMIC HEIGHT  -          0.912 (meters)        2.99  (feet) COMP
 AD7843  MODELED GRAVITY -    979,072.4   (mgal)                       NAVD 88
 AD7843
 AD7843  VERT ORDER      -  FIRST     CLASS II
 AD7843
 AD7843.The horizontal coordinates were determined by differentially corrected
 AD7843.hand held GPS observations or other comparable positioning techniques
 AD7843.and have an estimated accuracy of +/- 3 meters.
 AD7843
 AD7843.The orthometric height was determined by differential leveling and
 AD7843.adjusted by the NATIONAL GEODETIC SURVEY
 AD7843.in February 2022.
 AD7843
 AD7843.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7843.GEOID18 height accuracy estimate available here.
 AD7843
 AD7843.Click photographs - Photos may exist for this station.
 AD7843
 AD7843.The dynamic height is computed by dividing the NAVD 88
 AD7843.geopotential number by the normal gravity value computed on the
 AD7843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7843.degrees latitude (g = 980.6199 gals.).
 AD7843
 AD7843.The modeled gravity was interpolated from observed gravity values.
 AD7843
 AD7843;                    North         East    Units  Estimated Accuracy
 AD7843;SPC FL W     -   242,217.0     203,567.5     MT  (+/- 3 meters HH1 GPS) 
 AD7843
 AD7843_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0393033626(NAD 83)
 AD7843
 AD7843                          SUPERSEDED SURVEY CONTROL
 AD7843
 AD7843  NAVD 88 (05/18/04)    0.910  (m)            2.99   (f) SUPERSEDED  2 1
 AD7843  NAVD 88 (??/??/92)    0.910  (m)            2.99   (f) SUPERSEDED  3 0
 AD7843  NGVD 29 (09/01/92)    1.265  (m)            4.15   (f) ADJUSTED    2 1
 AD7843
 AD7843.Superseded values are not recommended for survey control.
 AD7843
 AD7843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7843.See file dsdata.pdf to determine how the superseded data were derived.
 AD7843
 AD7843_MARKER: DJ = TIDAL STATION DISK
 AD7843_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7843_SP_SET: BOX DRAIN
 AD7843_STAMPING: 5418 F 1984
 AD7843_MARK LOGO: NOS
 AD7843_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7843+STABILITY: SURFACE MOTION
 AD7843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7843+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2024
 AD7843
 AD7843  HISTORY     - Date     Condition        Report By
 AD7843  HISTORY     - 1984     MONUMENTED       FLDNR
 AD7843  HISTORY     - 19910430 GOOD             USPSQD
 AD7843  HISTORY     - 19990222 GOOD             USPSQD
 AD7843  HISTORY     - 20020321 GOOD             FLDEP
 AD7843  HISTORY     - 20040329 GOOD             USPSQD
 AD7843  HISTORY     - 20060306 POOR             USPSQD
 AD7843  HISTORY     - 20200725 GOOD             T2UES
 AD7843  HISTORY     - 20241108 GOOD             USPSQD
 AD7843
 AD7843                          STATION DESCRIPTION
 AD7843
 AD7843'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7843'11.3 MI SW FROM FORT MYERS.
 AD7843'BEGIN AT THE LEE COUNTY COURTHOUSE IN FORT MYERS, GO 9.9 MILES
 AD7843'SOUTHWEST ON STATE ROAD 867 (MCGREGOR BOULEVARD) TO THE JUNCTION OF
 AD7843'IONA ROAD, GO 1.4 MILES WEST ON IONA ROAD TO THE JUNCTION OF BAIN
 AD7843'ROAD AND THE MARK.  THE MARK IS NORTH-NORTHWEST OF THE ROAD JUNCTION,
 AD7843'BETWEEN IONA ROAD AND CHATHAM DRIVE, 25.2 FEET NORTHEAST OF THE
 AD7843'CENTERLINE OF BAIN ROAD, 22 FEET SOUTH OF THE WEST END OF A CANAL,
 AD7843'27.5 FEET SOUTHEAST OF A POWER LINE ANCHOR POLE, AND IS SET IN THE
 AD7843'SOUTHEAST CORNER OF A CONCRETE BOX DRAIN WITH AN IRON GRATE.
 AD7843'THE MARK IS 1 FT BELOW ROAD.
 AD7843
 AD7843                          STATION RECOVERY (1991)
 AD7843
 AD7843'RECOVERY NOTE BY US POWER SQUADRON 1991 (HWR)
 AD7843'RECOVERED IN GOOD CONDITION.
 AD7843
 AD7843                          STATION RECOVERY (1999)
 AD7843
 AD7843'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD7843'RECOVERED IN GOOD CONDITION.
 AD7843
 AD7843                          STATION RECOVERY (2002)
 AD7843
 AD7843'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AD7843'RECOVERED AS DESCRIBED.
 AD7843
 AD7843                          STATION RECOVERY (2004)
 AD7843
 AD7843'RECOVERY NOTE BY US POWER SQUADRON 2004 (GG)
 AD7843'RECOVERED IN GOOD CONDITION.
 AD7843
 AD7843                          STATION RECOVERY (2006)
 AD7843
 AD7843'RECOVERY NOTE BY US POWER SQUADRON 2006 (RPT)
 AD7843'MARK RECOVERED IN POOR CONDITION.
 AD7843
 AD7843                          STATION RECOVERY (2020)
 AD7843
 AD7843'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AD7843'RECOVERED AS DESCRIBED.
 AD7843
 AD7843                          STATION RECOVERY (2024)
 AD7843
 AD7843'RECOVERY NOTE BY US POWER SQUADRON 2024 (LK)
 AD7843'CONCRETE BASE OF DRAIN IS BROKEN OFF.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1580 ***********************************************************************
 AD1580  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1580  DESIGNATION -  872 5418 TIDAL 2
 AD1580  PID         -  AD1580
 AD1580  STATE/COUNTY-  FL/LEE
 AD1580  COUNTRY     -  US
 AD1580  USGS QUAD   -  FORT MYERS SW (2018)
 AD1580
 AD1580                         *CURRENT SURVEY CONTROL
 AD1580  ______________________________________________________________________
 AD1580* NAD 83(1986) POSITION- 26 31 16.     (N) 081 57 56.     (W)   SCALED
 AD1580* NAVD 88 ORTHO HEIGHT -     1.013 (meters)        3.32  (feet) ADJUSTED
 AD1580  ______________________________________________________________________
 AD1580  GEOID HEIGHT    -        -23.876 (meters)                     GEOID18
 AD1580  DYNAMIC HEIGHT  -          1.011 (meters)        3.32  (feet) COMP
 AD1580  MODELED GRAVITY -    979,072.6   (mgal)                       NAVD 88
 AD1580
 AD1580  VERT ORDER      -  FIRST     CLASS I
 AD1580
 AD1580.The horizontal coordinates were scaled from a map and have
 AD1580.an estimated accuracy of +/- 6 seconds.
 AD1580
 AD1580.The orthometric height was determined by differential leveling and
 AD1580.adjusted by the NATIONAL GEODETIC SURVEY
 AD1580.in June 1991.
 AD1580
 AD1580.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1580.GEOID18 height accuracy estimate available here.
 AD1580
 AD1580.This Tidal Bench Mark is designated as VM 7334
 AD1580.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1580
 AD1580.Click photographs - Photos may exist for this station.
 AD1580
 AD1580.The dynamic height is computed by dividing the NAVD 88
 AD1580.geopotential number by the normal gravity value computed on the
 AD1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1580.degrees latitude (g = 980.6199 gals.).
 AD1580
 AD1580.The modeled gravity was interpolated from observed gravity values.
 AD1580
 AD1580;                    North         East    Units  Estimated Accuracy
 AD1580;SPC FL W     -   242,350.      203,430.      MT  (+/- 180 meters Scaled)
 AD1580
 AD1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK037337(NAD 83)
 AD1580
 AD1580                          SUPERSEDED SURVEY CONTROL
 AD1580
 AD1580  NGVD 29 (??/??/92)    1.367  (m)            4.48   (f) SUPERSEDED  1 1
 AD1580  NGVD 29 (09/01/92)    1.367  (m)            4.48   (f) ADJUSTED    1 1
 AD1580
 AD1580.Superseded values are not recommended for survey control.
 AD1580
 AD1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1580.See file dsdata.pdf to determine how the superseded data were derived.
 AD1580
 AD1580_MARKER: DB = BENCH MARK DISK
 AD1580_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD1580_SP_SET: WALL
 AD1580_STAMPING: BM 2 1927
 AD1580_MARK LOGO: CGS
 AD1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1580+STABILITY: SURFACE MOTION
 AD1580
 AD1580  HISTORY     - Date     Condition        Report By
 AD1580  HISTORY     - 1927     MONUMENTED       CGS
 AD1580  HISTORY     - 1965     GOOD             CGS
 AD1580  HISTORY     - 1984     GOOD             FLDNR
 AD1580  HISTORY     - 19910430 GOOD             USPSQD
 AD1580  HISTORY     - 19990105 MARK NOT FOUND   USPSQD
 AD1580  HISTORY     - 20060306 MARK NOT FOUND   USPSQD
 AD1580
 AD1580                          STATION DESCRIPTION
 AD1580
 AD1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1580'11.4 MI SW FROM FORT MYERS.
 AD1580'ABOUT 9.9 MILES SOUTHWEST AND SOUTH ALONG STATE HIGHWAY 867 FROM
 AD1580'THE COURTHOUSE AT FORT MYERS, THENCE ABOUT 1.4 MILES WEST ALONG
 AD1580'IONA ROAD, THENCE 0.15 MILE NORTHWEST ALONG BAIN ROAD, IN SECTION
 AD1580'34, R 23 E, T 45 S, 287 FEET SOUTHWEST OF THE CENTER LINE OF
 AD1580'BAIN ROAD, 60 FEET SOUTHEAST OF THE SEA WALL ALONG THE CALOOSAHATCHEE
 AD1580'RIVER, SET VERTICALLY IN THE NORTHWEST FACE AT THE WEST CORNER
 AD1580'OF A CONCRETE FISH POND AT THE WEST CORNER OF A GREEN FRAME
 AD1580'HOUSE, 8.5 FEET SOUTHWEST OF THE WEST CORNER OF THE HOUSE, 16
 AD1580'FEET NORTH OF THE WEST CORNER OF A CAR PORT AND ABOUT 1 FOOT
 AD1580'ABOVE THE LEVEL OF THE GROUND.
 AD1580
 AD1580                          STATION RECOVERY (1984)
 AD1580
 AD1580'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1580'RECOVERED IN GOOD CONDITION.
 AD1580
 AD1580                          STATION RECOVERY (1991)
 AD1580
 AD1580'RECOVERY NOTE BY US POWER SQUADRON 1991 (HWR)
 AD1580'RECOVERED IN GOOD CONDITION.
 AD1580
 AD1580                          STATION RECOVERY (1999)
 AD1580
 AD1580'RECOVERY NOTE BY US POWER SQUADRON 1999
 AD1580'MARK NOT FOUND.
 AD1580
 AD1580                          STATION RECOVERY (2006)
 AD1580
 AD1580'RECOVERY NOTE BY US POWER SQUADRON 2006 (RPT)
 AD1580'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1583 ***********************************************************************
 AD1583  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1583  DESIGNATION -  872 5418 TIDAL 6
 AD1583  PID         -  AD1583
 AD1583  STATE/COUNTY-  FL/LEE
 AD1583  COUNTRY     -  US
 AD1583  USGS QUAD   -  FORT MYERS SW (2018)
 AD1583
 AD1583                         *CURRENT SURVEY CONTROL
 AD1583  ______________________________________________________________________
 AD1583* NAD 83(1986) POSITION- 26 31 21.93   (N) 081 57 53.30   (W)   HD_HELD1
 AD1583* NAVD 88 ORTHO HEIGHT -     0.928 (meters)        3.04  (feet) ADJUSTED
 AD1583  ______________________________________________________________________
 AD1583  GEOID HEIGHT    -        -23.879 (meters)                     GEOID18
 AD1583  DYNAMIC HEIGHT  -          0.926 (meters)        3.04  (feet) COMP
 AD1583  MODELED GRAVITY -    979,072.6   (mgal)                       NAVD 88
 AD1583
 AD1583  VERT ORDER      -  FIRST     CLASS II
 AD1583
 AD1583.The horizontal coordinates were determined by differentially corrected
 AD1583.hand held GPS observations or other comparable positioning techniques
 AD1583.and have an estimated accuracy of +/- 3 meters.
 AD1583
 AD1583.The orthometric height was determined by differential leveling and
 AD1583.adjusted by the NATIONAL GEODETIC SURVEY
 AD1583.in May 2013.
 AD1583
 AD1583.No vertical observational check was made to the station.
 AD1583
 AD1583.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1583.GEOID18 height accuracy estimate available here.
 AD1583
 AD1583.This Tidal Bench Mark is designated as VM 7337
 AD1583.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1583
 AD1583.Click photographs - Photos may exist for this station.
 AD1583
 AD1583.The dynamic height is computed by dividing the NAVD 88
 AD1583.geopotential number by the normal gravity value computed on the
 AD1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1583.degrees latitude (g = 980.6199 gals.).
 AD1583
 AD1583.The modeled gravity was interpolated from observed gravity values.
 AD1583
 AD1583;                    North         East    Units  Estimated Accuracy
 AD1583;SPC FL W     -   242,529.4     203,507.6     MT  (+/- 3 meters HH1 GPS) 
 AD1583
 AD1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0387333939(NAD 83)
 AD1583
 AD1583                          SUPERSEDED SURVEY CONTROL
 AD1583
 AD1583  NAVD 88 (06/15/91)    0.947  (m)            3.11   (f) SUPERSEDED  1 1
 AD1583  NGVD 29 (??/??/92)    1.301  (m)            4.27   (f) SUPERSEDED  1 1
 AD1583  NGVD 29 (09/01/92)    1.286  (m)            4.22   (f) ADJUSTED    1 1
 AD1583
 AD1583.Superseded values are not recommended for survey control.
 AD1583
 AD1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1583.See file dsdata.pdf to determine how the superseded data were derived.
 AD1583
 AD1583_MARKER: DB = BENCH MARK DISK
 AD1583_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD1583_SP_SET: SEAWALL
 AD1583_STAMPING: BM 6 1965
 AD1583_MARK LOGO: CGS
 AD1583_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1583+STABILITY: SURFACE MOTION
 AD1583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD1583+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2020
 AD1583
 AD1583  HISTORY     - Date     Condition        Report By
 AD1583  HISTORY     - 1965     MONUMENTED       CGS
 AD1583  HISTORY     - 1974     GOOD             NGS
 AD1583  HISTORY     - 1984     GOOD             FLDNR
 AD1583  HISTORY     - 19910430 GOOD             USPSQD
 AD1583  HISTORY     - 20051109 GOOD             USPSQD
 AD1583  HISTORY     - 20081029 GOOD             FLDEP
 AD1583  HISTORY     - 20200725 GOOD             T2UES
 AD1583
 AD1583                          STATION DESCRIPTION
 AD1583
 AD1583'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1583'11.5 MI SW FROM FORT MYERS.
 AD1583'ABOUT 9.9 MILES SOUTHWEST AND SOUTH ALONG STATE HIGHWAY 867
 AD1583'FROM THE COURTHOUSE AT FORT MYERS, THENCE ABOUT 1.4 MILES WEST
 AD1583'ALONG IONA ROAD, THENCE ABOUT 0.2 MILE NORTH WEST ALONG BAIN
 AD1583'ROAD, IN SECTION 36, R 23 E, T 45 S, NEAR THE JUNCTION OF
 AD1583'DENNIS DRIVE, ON PROPERTY PRESENTLY OWNED BY MR. RALPH W. GUIDA,
 AD1583'SET IN THE TOP OF AND 2.0 FEET SOUTHEAST OF THE NORTHWEST END OF
 AD1583'THE SOUTHWEST CONCRETE RETAINING WALL OF A BOAT SLIP, 154.0 FEET
 AD1583'NORTHWEST OF THE CENTER LINE OF DENNIS DRIVE, 54 FEET NORTH OF THE
 AD1583'NORTH CORNER OF THE HOUSE, 145.2 FEET NORTHEAST OF IONA DESCRIBED
 AD1583'AND ABOUT 0.5 FOOT ABOVE THE LEVEL OF THE GROUND.
 AD1583
 AD1583                          STATION RECOVERY (1974)
 AD1583
 AD1583'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1583'RECOVERED IN GOOD CONDITION.
 AD1583
 AD1583                          STATION RECOVERY (1984)
 AD1583
 AD1583'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1583'RECOVERED IN GOOD CONDITION.
 AD1583
 AD1583                          STATION RECOVERY (1991)
 AD1583
 AD1583'RECOVERY NOTE BY US POWER SQUADRON 1991 (HWR)
 AD1583'RECOVERED IN GOOD CONDITION.
 AD1583
 AD1583                          STATION RECOVERY (2005)
 AD1583
 AD1583'RECOVERY NOTE BY US POWER SQUADRON 2005 (WDW)
 AD1583'IN THE 14 YEARS SINCE THE MARK WAS LAST FOUND, MUCH HAS CHANGED. A NEW
 AD1583'DESCRIPTION IS AS FOLLOWS. THE MARK IS IN THE SEAWALL ON THE RIVER
 AD1583'SIDE OF THE HOUSE AT 12798 DENNIS DRIVE OWNED BY DAVID FRANZONE, 54
 AD1583'FEET NORTH OF THE NORTH CORNER OF THE HOUSE AND 2.0 FEET SOUTHEAST OF
 AD1583'THE NORTHWEST END OF THE CONCRETE SEAWALL AND ABOUT 0.5 FEET ABOVE THE
 AD1583'LEVEL OF THE GROUND.
 AD1583'
 AD1583
 AD1583                          STATION RECOVERY (2008)
 AD1583
 AD1583'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD1583'RECOVERED AS DESCRIBED.
 AD1583
 AD1583                          STATION RECOVERY (2020)
 AD1583
 AD1583'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AD1583'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9187 ***********************************************************************
 DR9187  DESIGNATION -  872 5438 A
 DR9187  PID         -  DR9187
 DR9187  STATE/COUNTY-  FL/LEE
 DR9187  COUNTRY     -  US
 DR9187  USGS QUAD   -  PINE ISLAND CENTER (2018)
 DR9187
 DR9187                         *CURRENT SURVEY CONTROL
 DR9187  ______________________________________________________________________
 DR9187* NAD 83(1986) POSITION- 26 32 57.18   (N) 082 01 55.46   (W)   HD_HELD1
 DR9187* NAVD 88 ORTHO HEIGHT -     1.418 (meters)        4.65  (feet) ADJUSTED
 DR9187  ______________________________________________________________________
 DR9187  GEOID HEIGHT    -        -23.772 (meters)                     GEOID18
 DR9187  DYNAMIC HEIGHT  -          1.416 (meters)        4.65  (feet) COMP
 DR9187  MODELED GRAVITY -    979,080.2   (mgal)                       NAVD 88
 DR9187
 DR9187  VERT ORDER      -  SECOND    CLASS I
 DR9187
 DR9187.The horizontal coordinates were determined by differentially corrected
 DR9187.hand held GPS observations or other comparable positioning techniques
 DR9187.and have an estimated accuracy of +/- 3 meters.
 DR9187
 DR9187.The orthometric height was determined by differential leveling and
 DR9187.adjusted by the NATIONAL GEODETIC SURVEY
 DR9187.in December 2023.
 DR9187
 DR9187.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9187.GEOID18 height accuracy estimate available here.
 DR9187
 DR9187.Click photographs - Photos may exist for this station.
 DR9187
 DR9187.The dynamic height is computed by dividing the NAVD 88
 DR9187.geopotential number by the normal gravity value computed on the
 DR9187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9187.degrees latitude (g = 980.6199 gals.).
 DR9187
 DR9187.The modeled gravity was interpolated from observed gravity values.
 DR9187
 DR9187;                    North         East    Units  Estimated Accuracy
 DR9187;SPC FL W     -   245,460.6     196,804.3     MT  (+/- 3 meters HH1 GPS) 
 DR9187
 DR9187_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9719436922(NAD 83)
 DR9187
 DR9187                          SUPERSEDED SURVEY CONTROL
 DR9187
 DR9187.No superseded survey control is available for this station.
 DR9187
 DR9187_MARKER: F = FLANGE-ENCASED ROD
 DR9187_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9187_STAMPING: 5438 A 2023
 DR9187_MARK LOGO: FLDEP
 DR9187_PROJECTION: RECESSED 6 CENTIMETERS
 DR9187_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9187_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9187+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2025
 DR9187_ROD/PIPE-DEPTH: 5.3 meters
 DR9187
 DR9187  HISTORY     - Date     Condition        Report By
 DR9187  HISTORY     - 20230611 MONUMENTED       FLDEP
 DR9187  HISTORY     - 20250916 GOOD             FL0457
 DR9187
 DR9187                          STATION DESCRIPTION
 DR9187
 DR9187'DESCRIBED BY FL DEPT OF ENV PRO 2023 (DLP)
 DR9187'THE STATION IS ABOUT 7.0 MI (11.3 KM) NORTH OF SANIBEL, 6.9 MI (11.1
 DR9187'KM) SOUTHEAST OF PINE ISLAND CENTER AND 6.0 MI (9.7 KM)
 DR9187'SOUTH-SOUTHEAST OF MATLACHA.
 DR9187'
 DR9187'TO REACH THE MARK FROM THE INTERSECTION OF DEL PRADO BOULEVARD AND
 DR9187'CAPE CORAL PARKWAY IN CAPE CORAL, GO WEST ON CAPE CORAL PARKWAY FOR
 DR9187'5.4 MI (8.7 KM) TO THE INTERSECTION WITH SANDS BOULEVARD.  TURN LEFT
 DR9187'ON SANDS BOULEVARD AND GO SOUTH FOR 0.9 MI (1.4 KM) TO THE JUNCTION
 DR9187'WITH EL DORADO PARKWAY AND THE MARK ON THE RIGHT LOCATED IN THE MEDIAN
 DR9187'OF EL DORADO PARKWAY.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DR9187'DEPTH OF 17.3 FT (5.3 M) RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DR9187'GROUND AND LEVEL WITH EL DORADO PARKWAY.  THE DATUM POINT IS RECESSED
 DR9187'0.4 FT (12 CM) BELOW A 6-INCH (15 CM) FLDEP LOGO CAP.
 DR9187'
 DR9187'LOCATED 72.4 FT (22.1 M) WEST OF THE EASTERN MOST EDGE OF PAVEMENT,
 DR9187'35.8 FT (10.9 M) EAST OF PENINSULA POINTE CONCRETE SIGN, 20.3 FT (6.2
 DR9187'M) NORTH OF THE APPROXIMATE CENTERLINE OF ELDORADO PARKWAY WEST EAST
 DR9187'BOUND LANE AND 13.9 FT (4.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DR9187'EL DORADO PARKWAY WEST, WEST BOUND LANE.
 DR9187'
 DR9187'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DR9187'LOGO CAP.
 DR9187'
 DR9187'NOTE-A MAGNET WAS PLACED INSIDE THE LOGO CAP.
 DR9187
 DR9187                          STATION RECOVERY (2025)
 DR9187
 DR9187'RECOVERY NOTE BY CITY OF CAPE CORAL PUBLIC WORKS, FL 2025 (AH)
 DR9187'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1776 ***********************************************************************
 AG1776  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1776  DESIGNATION -  872 5439 1
 AG1776  PID         -  AG1776
 AG1776  STATE/COUNTY-  FL/LEE
 AG1776  COUNTRY     -  US
 AG1776  USGS QUAD   -  PINE ISLAND CENTER (2018)
 AG1776
 AG1776                         *CURRENT SURVEY CONTROL
 AG1776  ______________________________________________________________________
 AG1776* NAD 83(1986) POSITION- 26 32 48.     (N) 082 04 51.     (W)   SCALED
 AG1776* NAVD 88 ORTHO HEIGHT -     0.705 (meters)        2.31  (feet) ADJUSTED
 AG1776  ______________________________________________________________________
 AG1776  GEOID HEIGHT    -        -23.690 (meters)                     GEOID18
 AG1776  DYNAMIC HEIGHT  -          0.704 (meters)        2.31  (feet) COMP
 AG1776  MODELED GRAVITY -    979,083.3   (mgal)                       NAVD 88
 AG1776
 AG1776  VERT ORDER      -  FIRST     CLASS I
 AG1776
 AG1776.The horizontal coordinates were scaled from a map and have
 AG1776.an estimated accuracy of +/- 6 seconds.
 AG1776
 AG1776.The orthometric height was determined by differential leveling and
 AG1776.adjusted by the NATIONAL GEODETIC SURVEY
 AG1776.in June 1991.
 AG1776
 AG1776.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1776.GEOID18 height accuracy estimate available here.
 AG1776
 AG1776.This Tidal Bench Mark is designated as VM 7338
 AG1776.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1776
 AG1776.Click photographs - Photos may exist for this station.
 AG1776
 AG1776.The dynamic height is computed by dividing the NAVD 88
 AG1776.geopotential number by the normal gravity value computed on the
 AG1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1776.degrees latitude (g = 980.6199 gals.).
 AG1776
 AG1776.The modeled gravity was interpolated from observed gravity values.
 AG1776
 AG1776;                    North         East    Units  Estimated Accuracy
 AG1776;SPC FL W     -   245,180.      191,950.      MT  (+/- 180 meters Scaled)
 AG1776
 AG1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK923366(NAD 83)
 AG1776
 AG1776                          SUPERSEDED SURVEY CONTROL
 AG1776
 AG1776  NGVD 29 (09/01/92)    1.038  (m)            3.41   (f) ADJUSTED    1 1
 AG1776  NGVD 29 (??/??/87)    1.071  (m)            3.51   (f) SUPERSEDED  1 1
 AG1776
 AG1776.Superseded values are not recommended for survey control.
 AG1776
 AG1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1776.See file dsdata.pdf to determine how the superseded data were derived.
 AG1776
 AG1776_MARKER: DB = BENCH MARK DISK
 AG1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1776_STAMPING: NO 1 1965
 AG1776_MARK LOGO: CGS
 AG1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1776+STABILITY: SURFACE MOTION
 AG1776
 AG1776  HISTORY     - Date     Condition        Report By
 AG1776  HISTORY     - 1965     MONUMENTED       CGS
 AG1776  HISTORY     - 1974     GOOD             NGS
 AG1776  HISTORY     - 1984     GOOD             FLDNR
 AG1776  HISTORY     - 20081114 MARK NOT FOUND   FLDEP
 AG1776
 AG1776                          STATION DESCRIPTION
 AG1776
 AG1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1776'9.1 MI SW FROM MATLACHA.
 AG1776'ABOUT 3.35 MILES WEST ALONG STATE HIGHWAY 78 FROM THE POST
 AG1776'OFFICE AT MATLACHA, THENCE 5.1 MILES SOUTH AND SOUTHEAST
 AG1776'ALONG STATE HIGHWAY S 767, THENCE 0.6 MILE EAST ALONG A BLACK
 AG1776'TOP AND SAND ROAD, THENCE 0.05 MILE NORTH ALONG A SAND ROAD, IN
 AG1776'SECTION 23, R 23 E, T 45 S, AT THE NORTHWEST CORNER OF LAWN
 AG1776'FOR A ONE STORY CONCRETE BLOCK HOUSE, 52.2 FEET NORTHWEST OF THE
 AG1776'NORTHWEST CORNER OF THE HOUSE, 2 1/2 FEET SOUTH OF A POWER POLE
 AG1776'SUPPORTING A TRANSFORMER, 261 FEET NORTH OF TIDAL 2 DESCRIBED,
 AG1776'ABOUT LEVEL WITH THE LAWN AND IS A DISK IN THE TOP OF A
 AG1776'CONCRETE POST PROJECTING 0.4 FOOT.
 AG1776
 AG1776                          STATION RECOVERY (1974)
 AG1776
 AG1776'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1776'RECOVERED IN GOOD CONDITION.
 AG1776
 AG1776                          STATION RECOVERY (1984)
 AG1776
 AG1776'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1776'RECOVERED IN GOOD CONDITION EXCEPT 5.1 MILES SHOULD BE 4.9 MILES, THE
 AG1776'BLACKTOP ROAD IS NAMED TROPICAL POINT DRIVE, THE SAND ROAD IS NOW
 AG1776'PAVED AND NAMED COVE ROAD, THE MARK IS 9 FEET NORTH OF A POWER POLE
 AG1776'WITH TRANSFORMER, 3 FEET SOUTH OF THE EDGE OF A CONCRETE DRIVEWAY, 1
 AG1776'FOOT NORTHWEST OF A WATER METER BOX, AND IS 1 INCH BELOW GROUND
 AG1776'LEVEL.
 AG1776
 AG1776                          STATION RECOVERY (2008)
 AG1776
 AG1776'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG1776'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 AG1776'MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1777 ***********************************************************************
 AG1777  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1777  DESIGNATION -  872 5439 2
 AG1777  PID         -  AG1777
 AG1777  STATE/COUNTY-  FL/LEE
 AG1777  COUNTRY     -  US
 AG1777  USGS QUAD   -  PINE ISLAND CENTER (2018)
 AG1777
 AG1777                         *CURRENT SURVEY CONTROL
 AG1777  ______________________________________________________________________
 AG1777* NAD 83(1986) POSITION- 26 32 48.7    (N) 082 04 52.8    (W)   HD_HELD2
 AG1777* NAVD 88 ORTHO HEIGHT -     0.626 (meters)        2.05  (feet) ADJUSTED
 AG1777  ______________________________________________________________________
 AG1777  GEOID HEIGHT    -        -23.690 (meters)                     GEOID18
 AG1777  DYNAMIC HEIGHT  -          0.625 (meters)        2.05  (feet) COMP
 AG1777  MODELED GRAVITY -    979,083.3   (mgal)                       NAVD 88
 AG1777
 AG1777  VERT ORDER      -  SECOND    CLASS I
 AG1777
 AG1777.The horizontal coordinates were established by autonomous hand held GPS
 AG1777.observations and have an estimated accuracy of +/- 10 meters.
 AG1777
 AG1777.The orthometric height was determined by differential leveling and
 AG1777.adjusted by the NATIONAL GEODETIC SURVEY
 AG1777.in December 2023.
 AG1777
 AG1777.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1777.GEOID18 height accuracy estimate available here.
 AG1777
 AG1777.This Tidal Bench Mark is designated as VM 7339
 AG1777.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1777
 AG1777.Click photographs - Photos may exist for this station.
 AG1777
 AG1777.The dynamic height is computed by dividing the NAVD 88
 AG1777.geopotential number by the normal gravity value computed on the
 AG1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1777.degrees latitude (g = 980.6199 gals.).
 AG1777
 AG1777.The modeled gravity was interpolated from observed gravity values.
 AG1777
 AG1777;                    North         East    Units  Estimated Accuracy
 AG1777;SPC FL W     -   245,202.      191,896.      MT  (+/- 10 meters HH2 GPS)
 AG1777
 AG1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9228436701(NAD 83)
 AG1777
 AG1777                          SUPERSEDED SURVEY CONTROL
 AG1777
 AG1777  NAVD 88 (07/21/10)    0.642  (m)            2.11   (f) SUPERSEDED  1 2
 AG1777  NAVD 88 (06/15/91)    0.714  (m)            2.34   (f) SUPERSEDED  1 1
 AG1777  NGVD 29 (09/01/92)    1.043  (m)            3.42   (f) ADJUSTED    1 1
 AG1777  NGVD 29 (??/??/87)    1.080  (m)            3.54   (f) SUPERSEDED  1 1
 AG1777
 AG1777.Superseded values are not recommended for survey control.
 AG1777
 AG1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1777.See file dsdata.pdf to determine how the superseded data were derived.
 AG1777
 AG1777_MARKER: DB = BENCH MARK DISK
 AG1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1777_STAMPING: NO 2 1965
 AG1777_MARK LOGO: CGS
 AG1777_PROJECTION: RECESSED 5 CENTIMETERS
 AG1777_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1777+STABILITY: SURFACE MOTION
 AG1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG1777+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 AG1777
 AG1777  HISTORY     - Date     Condition        Report By
 AG1777  HISTORY     - 1965     MONUMENTED       CGS
 AG1777  HISTORY     - 1974     GOOD             NGS
 AG1777  HISTORY     - 1984     GOOD             FLDNR
 AG1777  HISTORY     - 20081114 GOOD             FLDEP
 AG1777  HISTORY     - 20131030 GOOD             AIMENG
 AG1777  HISTORY     - 20230510 GOOD             FLDEP
 AG1777
 AG1777                          STATION DESCRIPTION
 AG1777
 AG1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1777'9 MI SW FROM MATLACHA.
 AG1777'ABOUT 3.35 MILES WEST ALONG STATE HIGHWAY 78 FROM THE POST
 AG1777'OFFICE AT MATLACHA, THENCE 5.1 MILES SOUTH AND SOUTHEAST ALONG
 AG1777'STATE HIGHWAY S 767, THENCE 0.6 MILE EAST ALONG A BLACK TOP AND
 AG1777'SAND ROAD, 0.2 MILE EAST OF A POINT WHERE THE BLACK TOP ENDS,
 AG1777'NEAR THE EAST END OF THE ROAD, AT THE JUNCTION OF A SAND ROAD
 AG1777'LEADING NORTH TO A ONE STORY CONCRETE BLOCK HOUSE, 77 YARDS
 AG1777'WEST OF THE WEST BANK OF MATLACHA PASS, 25.6 FEET NORTH OF THE
 AG1777'CENTER LINE OF THE EAST AND WEST SAND ROAD, 14.6 FEET EAST OF THE
 AG1777'CENTER LINE OF THE SAND ROAD LEADING TO THE HOUSE, 2.0 FEET
 AG1777'EAST OF A POWER POLE, 175.6 FEET SOUTH OF THE SOUTHWEST
 AG1777'CORNER OF THE HOUSE, ABOUT LEVEL WITH THE SAND ROAD AND IS A
 AG1777'DISK IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
 AG1777
 AG1777                          STATION RECOVERY (1974)
 AG1777
 AG1777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1777'RECOVERED IN GOOD CONDITION.
 AG1777
 AG1777                          STATION RECOVERY (1984)
 AG1777
 AG1777'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1777'RECOVERED IN GOOD CONDITION EXCEPT 5.1 MILES SHOULD BE 4.9 MILES, THE
 AG1777'BLACKTOP ROAD IS NAMED TROPICAL POINT DRIVE, THE SAND ROAD IS NOW
 AG1777'PAVED AND NAMED COVE ROAD, AND THE MARK IS FLUSH WITH THE GROUND.
 AG1777
 AG1777                          STATION RECOVERY (2008)
 AG1777
 AG1777'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG1777'RECOVERED IN GOOD CONDITION WITH THIS ADDITION, A MAGNET WAS IMBEDDED
 AG1777'IN THE GROUND ON THE SOUTH SIDE OF THE MONUMENT.
 AG1777
 AG1777                          STATION RECOVERY (2013)
 AG1777
 AG1777'RECOVERY NOTE BY AIM ENGINEERING AND SURVEYING 2013 (BRH)
 AG1777'UPDATED TIES.. 21.5 FEET NORTH OF CENTERLINE OF TROPICAL POINT DRIVE,
 AG1777'18.5 FEET EAST OF CENTERLINE OF COVE STREET, 1.4 FEET NORTHEAST OF
 AG1777'WOOD POWER POLE WITH TRANSFORMER, 0.9 FEET NORTHEAST OF CARSONITE
 AG1777'WITNESS POST, 2.0 EAST OF ABANDON WOOD POST, 0.4 FEET BELOW GRADE.
 AG1777
 AG1777                          STATION RECOVERY (2023)
 AG1777
 AG1777'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 AG1777'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1693 ***********************************************************************
 AG1693  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1693  DESIGNATION -  872 5439 3
 AG1693  PID         -  AG1693
 AG1693  STATE/COUNTY-  FL/LEE
 AG1693  COUNTRY     -  US
 AG1693  USGS QUAD   -  PINE ISLAND CENTER (2018)
 AG1693
 AG1693                         *CURRENT SURVEY CONTROL
 AG1693  ______________________________________________________________________
 AG1693* NAD 83(1986) POSITION- 26 32 47.91   (N) 082 05 02.10   (W)   HD_HELD1
 AG1693* NAVD 88 ORTHO HEIGHT -     0.667 (meters)        2.19  (feet) ADJUSTED
 AG1693  ______________________________________________________________________
 AG1693  GEOID HEIGHT    -        -23.686 (meters)                     GEOID18
 AG1693  DYNAMIC HEIGHT  -          0.666 (meters)        2.19  (feet) COMP
 AG1693  MODELED GRAVITY -    979,083.5   (mgal)                       NAVD 88
 AG1693
 AG1693  VERT ORDER      -  FIRST     CLASS I
 AG1693
 AG1693.The horizontal coordinates were determined by differentially corrected
 AG1693.hand held GPS observations or other comparable positioning techniques
 AG1693.and have an estimated accuracy of +/- 3 meters.
 AG1693
 AG1693.The orthometric height was determined by differential leveling and
 AG1693.adjusted by the NATIONAL GEODETIC SURVEY
 AG1693.in June 1991.
 AG1693
 AG1693.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1693.GEOID18 height accuracy estimate available here.
 AG1693
 AG1693.This Tidal Bench Mark is designated as VM 7340
 AG1693.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1693
 AG1693.Click photographs - Photos may exist for this station.
 AG1693
 AG1693.The dynamic height is computed by dividing the NAVD 88
 AG1693.geopotential number by the normal gravity value computed on the
 AG1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1693.degrees latitude (g = 980.6199 gals.).
 AG1693
 AG1693.The modeled gravity was interpolated from observed gravity values.
 AG1693
 AG1693;                    North         East    Units  Estimated Accuracy
 AG1693;SPC FL W     -   245,177.7     191,638.2     MT  (+/- 3 meters HH1 GPS) 
 AG1693
 AG1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9202736679(NAD 83)
 AG1693
 AG1693                          SUPERSEDED SURVEY CONTROL
 AG1693
 AG1693  NGVD 29 (09/01/92)    1.029  (m)            3.38   (f) ADJUSTED    1 1
 AG1693  NGVD 29 (??/??/87)    1.033  (m)            3.39   (f) SUPERSEDED  1 1
 AG1693
 AG1693.Superseded values are not recommended for survey control.
 AG1693
 AG1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1693.See file dsdata.pdf to determine how the superseded data were derived.
 AG1693
 AG1693_MARKER: DB = BENCH MARK DISK
 AG1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1693_STAMPING: NO 3 1965
 AG1693_MARK LOGO: CGS
 AG1693_PROJECTION: PROJECTING 5 CENTIMETERS
 AG1693_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1693+STABILITY: SURFACE MOTION
 AG1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG1693+SATELLITE: SATELLITE OBSERVATIONS - May 10, 2023
 AG1693
 AG1693  HISTORY     - Date     Condition        Report By
 AG1693  HISTORY     - 1965     MONUMENTED       CGS
 AG1693  HISTORY     - 1974     GOOD             NGS
 AG1693  HISTORY     - 1984     GOOD             FLDNR
 AG1693  HISTORY     - 1990     GOOD             USPSQD
 AG1693  HISTORY     - 20081114 GOOD             FLDEP
 AG1693  HISTORY     - 20131030 GOOD             AIMENG
 AG1693  HISTORY     - 20230510 GOOD             FLDEP
 AG1693
 AG1693                          STATION DESCRIPTION
 AG1693
 AG1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1693'8.8 MI SW FROM MATLACHA.
 AG1693'ABOUT 3.35 MILES WEST ALONG STATE HIGHWAY 78 FROM THE POST
 AG1693'OFFICE AT MATLACHA, THENCE 5.1 MILES SOUTH AND SOUTHEAST ALONG
 AG1693'STATE HIGHWAY S 767, THENCE 0.4 MILE EAST ALONG A BLACK TOP
 AG1693'ROAD, 28.7 FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD,
 AG1693'2 FEET EAST OF A TELEPHONE POLE, 149.1 FEET NORTHWEST OF THE
 AG1693'NORTHWEST CORNER OF A ONE STORY STUCCO HOUSE, ABOUT LEVEL WITH
 AG1693'THE ROAD AND IS A DISK IN THE TOP OF A CONCRETE POST PROJECTING
 AG1693'0.6 FOOT.
 AG1693
 AG1693                          STATION RECOVERY (1974)
 AG1693
 AG1693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1693'RECOVERED IN GOOD CONDITION.
 AG1693
 AG1693                          STATION RECOVERY (1984)
 AG1693
 AG1693'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1693'RECOVERED IN GOOD CONDITION EXCEPT 5.1 MILES SHOULD BE 4.9 MILES, THE
 AG1693'BLACKTOP ROAD IS NAMED TROPICAL POINT DRIVE, THE TELEPHONE POLE IS
 AG1693'GONE, AND THE MARK IS 1 FOOT EAST OF A WITNESS POINT.
 AG1693
 AG1693                          STATION RECOVERY (1990)
 AG1693
 AG1693'RECOVERY NOTE BY US POWER SQUADRON 1990 (CFR)
 AG1693'RECOVERED IN GOOD CONDITION.
 AG1693
 AG1693                          STATION RECOVERY (2008)
 AG1693
 AG1693'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG1693'RECOVERED AS DESCRIBED.
 AG1693
 AG1693                          STATION RECOVERY (2013)
 AG1693
 AG1693'RECOVERY NOTE BY AIM ENGINEERING AND SURVEYING 2013 (BRH)
 AG1693'UPDATED TIES.. 28.0 FEET SOUTH OF CENTERLINE OF TROPICAL POINT DRIVE,
 AG1693'247 FEET WEST OF CENTERLINE OF SABAL AVENUE, 149 FEET NORTHWEST OF THE
 AG1693'NORTHWEST CORNER OF A ONE STORY CONCRETE BLOCK HOUSE NUMBER 3453, 1.0
 AG1693'FOOT EAST OF CARSONITE WITNESS POST, MARK FLUSH WITH GRADE.
 AG1693
 AG1693                          STATION RECOVERY (2023)
 AG1693
 AG1693'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 AG1693'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9190 ***********************************************************************
 DR9190  DESIGNATION -  872 5439 A
 DR9190  PID         -  DR9190
 DR9190  STATE/COUNTY-  FL/LEE
 DR9190  COUNTRY     -  US
 DR9190  USGS QUAD   -  PINE ISLAND CENTER (2018)
 DR9190
 DR9190                         *CURRENT SURVEY CONTROL
 DR9190  ______________________________________________________________________
 DR9190* NAD 83(1986) POSITION- 26 32 48.99   (N) 082 04 50.51   (W)   HD_HELD1
 DR9190* NAVD 88 ORTHO HEIGHT -     0.558 (meters)        1.83  (feet) ADJUSTED
 DR9190  ______________________________________________________________________
 DR9190  GEOID HEIGHT    -        -23.691 (meters)                     GEOID18
 DR9190  DYNAMIC HEIGHT  -          0.557 (meters)        1.83  (feet) COMP
 DR9190  MODELED GRAVITY -    979,083.3   (mgal)                       NAVD 88
 DR9190
 DR9190  VERT ORDER      -  SECOND    CLASS I
 DR9190
 DR9190.The horizontal coordinates were determined by differentially corrected
 DR9190.hand held GPS observations or other comparable positioning techniques
 DR9190.and have an estimated accuracy of +/- 3 meters.
 DR9190
 DR9190.The orthometric height was determined by differential leveling and
 DR9190.adjusted by the NATIONAL GEODETIC SURVEY
 DR9190.in December 2023.
 DR9190
 DR9190.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9190.GEOID18 height accuracy estimate available here.
 DR9190
 DR9190.Click photographs - Photos may exist for this station.
 DR9190
 DR9190.The dynamic height is computed by dividing the NAVD 88
 DR9190.geopotential number by the normal gravity value computed on the
 DR9190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9190.degrees latitude (g = 980.6199 gals.).
 DR9190
 DR9190.The modeled gravity was interpolated from observed gravity values.
 DR9190
 DR9190;                    North         East    Units  Estimated Accuracy
 DR9190;SPC FL W     -   245,210.7     191,959.0     MT  (+/- 3 meters HH1 GPS) 
 DR9190
 DR9190_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9234836710(NAD 83)
 DR9190
 DR9190                          SUPERSEDED SURVEY CONTROL
 DR9190
 DR9190.No superseded survey control is available for this station.
 DR9190
 DR9190_MARKER: F = FLANGE-ENCASED ROD
 DR9190_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR9190+WITH SETTING: INFORMATION.
 DR9190_STAMPING: 872 5439 A 2023
 DR9190_MARK LOGO: FLDEP
 DR9190_PROJECTION: FLUSH
 DR9190_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9190_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9190+SATELLITE: SATELLITE OBSERVATIONS - June 06, 2023
 DR9190_ROD/PIPE-DEPTH: 2.43 meters
 DR9190
 DR9190  HISTORY     - Date     Condition        Report By
 DR9190  HISTORY     - 20230606 MONUMENTED       FLDEP
 DR9190
 DR9190                          STATION DESCRIPTION
 DR9190
 DR9190'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9190'THE MARK IS LOCATED ABOUT 7.0 MI (11.3 KM) EAST-NORTHEAST OF CAPTIVA,
 DR9190'5.7 MI (9.2 KM) SOUTH OF MATLACHA AND 5.1 MI (8.2 KM) SOUTH-SOUTHEAST
 DR9190'OF PINE ISLAND CENTER.
 DR9190'
 DR9190'TO REACH FROM THE JUNCTION OF US HIGHWAY 767, ALSO KNOWN AS
 DR9190'STRINGFELLOW ROAD ON PINE ISLAND AND TROPICAL POINT DRIVE ON PINE
 DR9190'ISLAND, THENCE GO EASTERLY ALONG TROPICAL POINT DRIVE FOR 0.59 MI
 DR9190'(0.95 KM) TO THE JUNCTION WITH COVE STREET; THENCE GO 217.47 FT (66.3
 DR9190'M) EAST OF THE CENTERLINE OF COVE STREET, TO GET TO THE MARK 9 FT (2.7
 DR9190'M) EAST OF THE EASTERLY MOST PARKING SPACE, A STAINLESS STEEL ROD
 DR9190'DRIVEN TO REFUSAL WITH A (FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW
 DR9190'THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF TROPICAL POINT DRIVE,
 DR9190'THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE
 DR9190'(FLDEP) LOGO CAP.
 DR9190'
 DR9190'IT IS 217.47 FT (66.3 M) EAST OF THE CENTERLINE OF COVE STREET, 102.39
 DR9190'FT (31.2 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF LOT 5896 AND
 DR9190'44.0 FT (13.4 M) SOUTHEAST OF A LIGHT POLE.
 DR9190'
 DR9190'NOTE-MARK IS EQUIPPED WITH BAR MAGNET UNDER LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8716 ***********************************************************************
 DL8716  DESIGNATION -  872 5441 A
 DL8716  PID         -  DL8716
 DL8716  STATE/COUNTY-  FL/LEE
 DL8716  COUNTRY     -  US
 DL8716  USGS QUAD   -  CAPTIVA (2018)
 DL8716
 DL8716                         *CURRENT SURVEY CONTROL
 DL8716  ______________________________________________________________________
 DL8716* NAD 83(1986) POSITION- 26 32 57.1    (N) 082 11 44.5    (W)   HD_HELD2
 DL8716* NAVD 88 ORTHO HEIGHT -     0.844 (meters)        2.77  (feet) ADJUSTED
 DL8716  ______________________________________________________________________
 DL8716  GEOID HEIGHT    -        -23.590 (meters)                     GEOID18
 DL8716  DYNAMIC HEIGHT  -          0.843 (meters)        2.77  (feet) COMP
 DL8716  MODELED GRAVITY -    979,085.0   (mgal)                       NAVD 88
 DL8716
 DL8716  VERT ORDER      -  SECOND    CLASS I
 DL8716
 DL8716.The horizontal coordinates were established by autonomous hand held GPS
 DL8716.observations and have an estimated accuracy of +/- 10 meters.
 DL8716
 DL8716.The orthometric height was determined by differential leveling and
 DL8716.adjusted by the NATIONAL GEODETIC SURVEY
 DL8716.in July 2010.
 DL8716
 DL8716.No vertical observational check was made to the station.
 DL8716
 DL8716.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8716.GEOID18 height accuracy estimate available here.
 DL8716
 DL8716.Click photographs - Photos may exist for this station.
 DL8716
 DL8716.The dynamic height is computed by dividing the NAVD 88
 DL8716.geopotential number by the normal gravity value computed on the
 DL8716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8716.degrees latitude (g = 980.6199 gals.).
 DL8716
 DL8716.The modeled gravity was interpolated from observed gravity values.
 DL8716
 DL8716;                    North         East    Units  Estimated Accuracy
 DL8716;SPC FL W     -   245,473.      180,501.      MT  (+/- 10 meters HH2 GPS)
 DL8716
 DL8716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8089437061(NAD 83)
 DL8716
 DL8716                          SUPERSEDED SURVEY CONTROL
 DL8716
 DL8716.No superseded survey control is available for this station.
 DL8716
 DL8716_MARKER: F = FLANGE-ENCASED ROD
 DL8716_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL8716_STAMPING: 5441 A 1996
 DL8716_MARK LOGO: NGS
 DL8716_PROJECTION: FLUSH
 DL8716_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8716_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL8716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL8716+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DL8716_ROD/PIPE-DEPTH: 14.3 meters
 DL8716
 DL8716  HISTORY     - Date     Condition        Report By
 DL8716  HISTORY     - 1996     MONUMENTED       FLDEP
 DL8716  HISTORY     - 20081101 GOOD             FLDEP
 DL8716  HISTORY     - 20230810 GOOD             MDSHA
 DL8716
 DL8716                          STATION DESCRIPTION
 DL8716
 DL8716'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL8716'THE MARK IS ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF PINE ISLAND CENTER,
 DL8716'4.9 MI (7.9 KM) NORTH-NORTHWEST OF WULFERT, 1.9 MI (3.1 KM) NORTH OF
 DL8716'CAPTIVA, ON THE PROPERTY OF THE SOUTH SEAS PLANTATION RESORT AND YACHT
 DL8716'HARBOR, ESTIMATED SECTION 15, RANGE 21 EAST, TOWNSHIP 45 SOUTH.
 DL8716'
 DL8716'TO REACH THE MARK FROM THE BRIDGE AT THE SOUTH END OF CAPTIVA ISLAND,
 DL8716'GO NORTH ON CAPTIVA DRIVE FOR 3.35 MI (5.4 KM) TO THE JUNCTION OF
 DL8716'SOUTH SEAS PLANTATION DRIVE ON THE RIGHT.  TURN RIGHT ON SOUTH SEAS
 DL8716'PLANTATION DRIVE AND GO NORTH TO THE SECURED ENTRANCE OF THE SOUTH
 DL8716'SEAS PLANTATION RESORT AND YACHT HARBOR.  THE MARK CAN ALSO BE REACHED
 DL8716'FROM THE CAPTIVA POST OFFICE, GO SOUTH ON CAPTIVA DRIVE FOR 0.05 MI
 DL8716'(0.1 KM) TO THE JUNCTION OF SOUTH SEAS PLANTATION DRIVE ON THE LEFT.
 DL8716'TURN LEFT ON SOUTH SEAS PLANTATION DRIVE AND GO NORTH FOR 0.1 MI (0.2
 DL8716'KM) TO THE SECURED ENTRANCE OF THE SOUTH SEAS PLANTATION RESORT AND
 DL8716'YACHT HARBOR.  CONTINUE NORTH ON SOUTH SEAS PLANTATION DRIVE FOR 1.60
 DL8716'MI (2.6 KM) TO THE END OF SOUTH SEAS PLANTATION DRIVE AND THE
 DL8716'HARBORSIDE VILLAS ENTRANCE WAY.  TURN RIGHT AND GO NORTHERLY THROUGH
 DL8716'THE HARBORSIDE VILLAS ENTRANCE WAY TO THE MOST EASTERN PARKING AREA
 DL8716'AND THE MARK ON THE EAST SIDE OF UNITS 1841-1871, A STAINLESS STEEL
 DL8716'ROD DRIVEN INTO THE GROUND WITH A NATIONAL GEODETIC SURVEY LOGO CAP
 DL8716'FLUSH WITH THE GROUND.
 DL8716'
 DL8716'LOCATED ABOUT 328.0 FT (100.0 M) SOUTH-SOUTHWEST OF AQUA TRAK (TIDE
 DL8716'GAGE), ABOUT 230.0 FT (70.1 M) NORTHEAST OF AN NOS BENCH MARK DISK
 DL8716'5441 B 1996, 33.5 FT (10.2 M) SOUTHWEST OF A WELCOME TO SOUTH SEAS
 DL8716'PLANTATION YACHT HARBOR SIGN, 29.5 FT (9.0 M) SOUTHWEST OF A MEMORY
 DL8716'SIGH (IN MEMORY OF CAPTAIN HERD PURDY, SR.), 23.0 FT (7.0 M) SOUTHWEST
 DL8716'OF THE NORTH END OF A SIDEWALK, 13.3 FT (4.1 M) WEST OF THE WEST SIDE
 DL8716'OF THE SIDEWALK AND 4.2 FT (1.3 M) EAST OF A CARSONITE WITNESS POST.
 DL8716'
 DL8716'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DL8716'NATIONAL GEODETIC SURVEY LOGO CAP.
 DL8716
 DL8716                          STATION RECOVERY (2023)
 DL8716
 DL8716'RECOVERY NOTE BY MARYLAND DOT HIGHWAY ADMINISTRATION 2023 (REM)
 DL8716'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8717 ***********************************************************************
 DL8717  DESIGNATION -  872 5441 B
 DL8717  PID         -  DL8717
 DL8717  STATE/COUNTY-  FL/LEE
 DL8717  COUNTRY     -  US
 DL8717  USGS QUAD   -  CAPTIVA (2018)
 DL8717
 DL8717                         *CURRENT SURVEY CONTROL
 DL8717  ______________________________________________________________________
 DL8717* NAD 83(1986) POSITION- 26 32 54.8    (N) 082 11 44.9    (W)   HD_HELD2
 DL8717* NAVD 88 ORTHO HEIGHT -     0.610 (meters)        2.00  (feet) ADJUSTED
 DL8717  ______________________________________________________________________
 DL8717  GEOID HEIGHT    -        -23.589 (meters)                     GEOID18
 DL8717  DYNAMIC HEIGHT  -          0.609 (meters)        2.00  (feet) COMP
 DL8717  MODELED GRAVITY -    979,085.0   (mgal)                       NAVD 88
 DL8717
 DL8717  VERT ORDER      -  SECOND    CLASS I
 DL8717
 DL8717.The horizontal coordinates were established by autonomous hand held GPS
 DL8717.observations and have an estimated accuracy of +/- 10 meters.
 DL8717
 DL8717.The orthometric height was determined by differential leveling and
 DL8717.adjusted by the NATIONAL GEODETIC SURVEY
 DL8717.in July 2010.
 DL8717
 DL8717.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8717.GEOID18 height accuracy estimate available here.
 DL8717
 DL8717.Click photographs - Photos may exist for this station.
 DL8717
 DL8717.The dynamic height is computed by dividing the NAVD 88
 DL8717.geopotential number by the normal gravity value computed on the
 DL8717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8717.degrees latitude (g = 980.6199 gals.).
 DL8717
 DL8717.The modeled gravity was interpolated from observed gravity values.
 DL8717
 DL8717;                    North         East    Units  Estimated Accuracy
 DL8717;SPC FL W     -   245,402.      180,489.      MT  (+/- 10 meters HH2 GPS)
 DL8717
 DL8717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8088236990(NAD 83)
 DL8717
 DL8717                          SUPERSEDED SURVEY CONTROL
 DL8717
 DL8717.No superseded survey control is available for this station.
 DL8717
 DL8717_MARKER: DB = BENCH MARK DISK
 DL8717_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL8717_SP_SET: SEAWALL
 DL8717_STAMPING: 5441 B 1996
 DL8717_MARK LOGO: NOS
 DL8717_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL8717+STABILITY: SURFACE MOTION
 DL8717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL8717+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2008
 DL8717
 DL8717  HISTORY     - Date     Condition        Report By
 DL8717  HISTORY     - 1996     MONUMENTED       FLDEP
 DL8717  HISTORY     - 20081101 GOOD             FLDEP
 DL8717
 DL8717                          STATION DESCRIPTION
 DL8717
 DL8717'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL8717'THE MARK IS ABOUT 6.5 MI (10.5 KM) SOUTHWEST OF PINE ISLAND CENTER,
 DL8717'4.8 MI (7.7 KM) NORTH-NORTHWEST OF WULFERT, 1.9 MI (3.1 KM)
 DL8717'NORTH-NORTHWEST OF CAPTIVA, ON THE PROPERTY OF THE SOUTH SEAS
 DL8717'PLANTATION RESORT AND YACHT HARBOR, ESTIMATED SECTION 15, RANGE 21
 DL8717'EAST, TOWNSHIP 45 SOUTH.
 DL8717'
 DL8717'TO REACH THE MARK FROM THE BRIDGE AT THE SOUTH END OF CAPTIVA ISLAND,
 DL8717'GO NORTH ON CAPTIVA DRIVE FOR 3.35 MI (5.4 KM) TO THE JUNCTION OF
 DL8717'SOUTH SEAS PLANTATION DRIVE ON THE RIGHT.  TURN RIGHT ON SOUTH SEAS
 DL8717'PLANTATION DRIVE AND GO NORTH TO THE SECURED ENTRANCE OF THE SOUTH
 DL8717'SEAS PLANTATION RESORT AND YACHT HARBOR.  THE MARK CAN ALSO BE REACHED
 DL8717'FROM THE CAPTIVA POST OFFICE, GO SOUTH ON CAPTIVA DRIVE FOR 0.05 MI
 DL8717'(0.1 KM) TO THE JUNCTION OF SOUTH SEAS PLANTATION DRIVE ON THE LEFT.
 DL8717'TURN LEFT ON SOUTH SEAS PLANTATION DRIVE AND GO NORTH FOR 0.1 MI (0.2
 DL8717'KM) TO THE SECURED ENTRANCE OF THE SOUTH SEAS PLANTATION RESORT AND
 DL8717'YACHT HARBOR.  CONTINUE NORTH ON SOUTH SEAS PLANTATION DRIVE FOR 1.6
 DL8717'MI (2.6 KM) TO THE END OF SOUTH SEAS PLANTATION DRIVE AND THE
 DL8717'HARBORSIDE VILLAS ENTRANCE WAY.  TURN RIGHT AND GO NORTHERLY THROUGH
 DL8717'THE HARBORSIDE VILLAS ENTRANCE WAY TO THE MOST EASTERN PARKING AREA
 DL8717'AND THE MARK SET FLUSH IN THE TOP OF THE SEAWALL, LEVEL WITH THE
 DL8717'GROUND.
 DL8717'
 DL8717'LOCATED ABOUT 253.0 FT (77.1 M) SOUTHWEST OF THE NORTHWEST END OF THE
 DL8717'SEAWALL, ABOUT 230.0 FT (70.1 M) SOUTHWEST OF A NATIONAL GEODETIC
 DL8717'SURVEY LOGO CAP 5441 A 1996, ABOUT 27.0 FT (8.2 M) SOUTHEAST OF A
 DL8717'CLUSTER OF 5 ROYAL PALM TREES, 1.1 FT (0.3 M) WEST OF THE EDGE OF THE
 DL8717'SEAWALL AND 1.8 FT (0.5 M) EAST OF THE CENTERLINE OF A SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8718 ***********************************************************************
 DL8718  DESIGNATION -  872 5441 C
 DL8718  PID         -  DL8718
 DL8718  STATE/COUNTY-  FL/LEE
 DL8718  COUNTRY     -  US
 DL8718  USGS QUAD   -  CAPTIVA (2018)
 DL8718
 DL8718                         *CURRENT SURVEY CONTROL
 DL8718  ______________________________________________________________________
 DL8718* NAD 83(1986) POSITION- 26 32 29.15   (N) 082 11 44.72   (W)   HD_HELD1
 DL8718* NAVD 88 ORTHO HEIGHT -     0.432 (meters)        1.42  (feet) ADJUSTED
 DL8718  ______________________________________________________________________
 DL8718  GEOID HEIGHT    -        -23.583 (meters)                     GEOID18
 DL8718  DYNAMIC HEIGHT  -          0.432 (meters)        1.42  (feet) COMP
 DL8718  MODELED GRAVITY -    979,084.5   (mgal)                       NAVD 88
 DL8718
 DL8718  VERT ORDER      -  SECOND    CLASS I
 DL8718
 DL8718.The horizontal coordinates were determined by differentially corrected
 DL8718.hand held GPS observations or other comparable positioning techniques
 DL8718.and have an estimated accuracy of +/- 3 meters.
 DL8718
 DL8718.The orthometric height was determined by differential leveling and
 DL8718.adjusted by the NATIONAL GEODETIC SURVEY
 DL8718.in January 2024.
 DL8718
 DL8718.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8718.GEOID18 height accuracy estimate available here.
 DL8718
 DL8718.Click photographs - Photos may exist for this station.
 DL8718
 DL8718.The dynamic height is computed by dividing the NAVD 88
 DL8718.geopotential number by the normal gravity value computed on the
 DL8718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8718.degrees latitude (g = 980.6199 gals.).
 DL8718
 DL8718.The modeled gravity was interpolated from observed gravity values.
 DL8718
 DL8718;                    North         East    Units  Estimated Accuracy
 DL8718;SPC FL W     -   244,612.5     180,493.2     MT  (+/- 3 meters HH1 GPS) 
 DL8718
 DL8718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8088036201(NAD 83)
 DL8718
 DL8718                          SUPERSEDED SURVEY CONTROL
 DL8718
 DL8718  NAVD 88 (07/21/10)    0.438  (m)            1.44   (f) SUPERSEDED  2 1
 DL8718
 DL8718.Superseded values are not recommended for survey control.
 DL8718
 DL8718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL8718.See file dsdata.pdf to determine how the superseded data were derived.
 DL8718
 DL8718_MARKER: DB = BENCH MARK DISK
 DL8718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL8718_STAMPING: 5441 C 1996
 DL8718_MARK LOGO: NOS
 DL8718_PROJECTION: PROJECTING 8 CENTIMETERS
 DL8718_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL8718+STABILITY: SURFACE MOTION
 DL8718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL8718+SATELLITE: SATELLITE OBSERVATIONS - August 10, 2023
 DL8718
 DL8718  HISTORY     - Date     Condition        Report By
 DL8718  HISTORY     - 1996     MONUMENTED       FLDEP
 DL8718  HISTORY     - 20081101 GOOD             FLDEP
 DL8718  HISTORY     - 20230810 GOOD             FLDEP
 DL8718
 DL8718                          STATION DESCRIPTION
 DL8718
 DL8718'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL8718'THE MARK IS ABOUT 6.9 MI (11.1 KM) SOUTHWEST OF PINE ISLAND CENTER,
 DL8718'4.4 MI (7.1 KM) NORTH-NORTHWEST OF WULFERT, 1.4 MI (2.3 KM)
 DL8718'NORTH-NORTHWEST OF CAPTIVA, ON THE PROPERTY OF THE SOUTH SEAS
 DL8718'PLANTATION RESORT AND YACHT HARBOR, ESTIMATED SECTION 22, RANGE 21
 DL8718'EAST, TOWNSHIP 45 SOUTH.
 DL8718'
 DL8718'TO REACH THE MARK FROM THE BRIDGE AT THE SOUTH END OF CAPTIVA ISLAND,
 DL8718'GO NORTH ON CAPTIVA DRIVE FOR 3.35 MI (5.4 KM) TO THE JUNCTION OF
 DL8718'SOUTH SEAS PLANTATION DRIVE ON THE RIGHT.  TURN RIGHT ON SOUTH SEAS
 DL8718'PLANTATION DRIVE AND GO NORTH TO THE SECURED ENTRANCE OF THE SOUTH
 DL8718'SEAS PLANTATION RESORT AND YACHT HARBOR.  THE MARK CAN ALSO BE REACHED
 DL8718'FROM THE CAPTIVA POST OFFICE, GO SOUTH ON CAPTIVA DRIVE FOR 0.05 MI
 DL8718'(0.1 KM) TO THE JUNCTION OF SOUTH SEAS PLANTATION DRIVE ON THE LEFT.
 DL8718'TURN LEFT ON SOUTH SEAS PLANTATION DRIVE AND GO NORTH FOR 0.1 MI (0.2
 DL8718'KM) TO THE SECURED ENTRANCE OF THE SOUTH SEAS PLANTATION RESORT AND
 DL8718'YACHT HARBOR.  CONTINUE NORTH ON SOUTH SEAS PLANTATION DRIVE FOR 1.1
 DL8718'MI (1.8 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND
 DL8718'CONCRETE MONUMENT PROJECTING 0.3 FT (0.1 M) ABOVE THE LEVEL OF THE
 DL8718'GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE SOUTH SEAS
 DL8718'PLANTATION DRIVE.
 DL8718'
 DL8718'LOCATED 88.7 FT (27.0 M) SOUTH OF THE CENTERLINE OF THE PLANTATION
 DL8718'BEACH CLUB ENTRANCE WAY, 43.9 FT (13.4 M) WEST OF THE CENTERLINE OF
 DL8718'SOUTH SEAS PLANTATION DRIVE, 10.9 FT (3.3 M) WEST OF THE CENTERLINE OF
 DL8718'A PAVED BIKE TRAIL AND 2.4 FT (0.7 M) EAST OF A CARSONITE WITNESS
 DL8718'POST.
 DL8718
 DL8718                          STATION RECOVERY (2023)
 DL8718
 DL8718'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (REM)
 DL8718'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8719 ***********************************************************************
 DL8719  DESIGNATION -  872 5441 D
 DL8719  PID         -  DL8719
 DL8719  STATE/COUNTY-  FL/LEE
 DL8719  COUNTRY     -  US
 DL8719  USGS QUAD   -  CAPTIVA (2018)
 DL8719
 DL8719                         *CURRENT SURVEY CONTROL
 DL8719  ______________________________________________________________________
 DL8719* NAD 83(1986) POSITION- 26 31 40.5    (N) 082 11 31.9    (W)   HD_HELD2
 DL8719* NAVD 88 ORTHO HEIGHT -     0.607 (meters)        1.99  (feet) ADJUSTED
 DL8719  ______________________________________________________________________
 DL8719  GEOID HEIGHT    -        -23.571 (meters)                     GEOID18
 DL8719  DYNAMIC HEIGHT  -          0.606 (meters)        1.99  (feet) COMP
 DL8719  MODELED GRAVITY -    979,083.8   (mgal)                       NAVD 88
 DL8719
 DL8719  VERT ORDER      -  SECOND    CLASS I
 DL8719
 DL8719.The horizontal coordinates were established by autonomous hand held GPS
 DL8719.observations and have an estimated accuracy of +/- 10 meters.
 DL8719
 DL8719.The orthometric height was determined by differential leveling and
 DL8719.adjusted by the NATIONAL GEODETIC SURVEY
 DL8719.in July 2010.
 DL8719
 DL8719.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8719.GEOID18 height accuracy estimate available here.
 DL8719
 DL8719.Click photographs - Photos may exist for this station.
 DL8719
 DL8719.The dynamic height is computed by dividing the NAVD 88
 DL8719.geopotential number by the normal gravity value computed on the
 DL8719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8719.degrees latitude (g = 980.6199 gals.).
 DL8719
 DL8719.The modeled gravity was interpolated from observed gravity values.
 DL8719
 DL8719;                    North         East    Units  Estimated Accuracy
 DL8719;SPC FL W     -   243,115.      180,846.      MT  (+/- 10 meters HH2 GPS)
 DL8719
 DL8719_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8122134701(NAD 83)
 DL8719
 DL8719                          SUPERSEDED SURVEY CONTROL
 DL8719
 DL8719.No superseded survey control is available for this station.
 DL8719
 DL8719_MARKER: F = FLANGE-ENCASED ROD
 DL8719_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL8719_STAMPING: 5441 D 1996
 DL8719_MARK LOGO: NGS
 DL8719_PROJECTION: FLUSH
 DL8719_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8719_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL8719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL8719+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2008
 DL8719_ROD/PIPE-DEPTH: 11.9 meters
 DL8719
 DL8719  HISTORY     - Date     Condition        Report By
 DL8719  HISTORY     - 1996     MONUMENTED       FLDEP
 DL8719  HISTORY     - 20081101 GOOD             FLDEP
 DL8719
 DL8719                          STATION DESCRIPTION
 DL8719
 DL8719'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL8719'THE MARK IS ABOUT 7.4 MI (11.9 KM) SOUTHWEST OF PINE ISLAND CENTER,
 DL8719'3.4 MI (5.5 KM) NORTH-NORTHWEST OF WULFERT, 0.5 MI (0.8 KM)
 DL8719'NORTH-NORTHWEST OF CAPTIVA, ON THE PROPERTY OF THE SOUTH SEAS
 DL8719'PLANTATION RESORT AND YACHT HARBOR, ESTIMATED SECTION 27, RANGE 21
 DL8719'EAST, TOWNSHIP 45 SOUTH.
 DL8719'
 DL8719'TO REACH THE MARK FROM THE BRIDGE AT THE SOUTH END OF CAPTIVA ISLAND,
 DL8719'GO NORTH ON CAPTIVA DRIVE FOR 3.35 MI (5.4 KM) TO THE JUNCTION OF
 DL8719'SOUTH SEAS PLANTATION DRIVE ON THE RIGHT.  TURN RIGHT ON SOUTH SEAS
 DL8719'PLANTATION DRIVE AND GO NORTH TO THE SECURED ENTRANCE OF THE SOUTH
 DL8719'SEAS PLANTATION RESORT AND YACHT HARBOR.  THE MARK CAN ALSO BE REACHED
 DL8719'FROM THE CAPTIVA POST OFFICE, GO SOUTH ON CAPTIVA DRIVE FOR 0.05 MI
 DL8719'(0.1 KM) TO THE JUNCTION OF SOUTH SEAS PLANTATION DRIVE ON THE LEFT.
 DL8719'TURN LEFT ON SOUTH SEAS PLANTATION DRIVE AND GO NORTH FOR 0.1 MI (0.2
 DL8719'KM) TO THE SECURED ENTRANCE OF THE SOUTH SEAS PLANTATION RESORT AND
 DL8719'YACHT HARBOR.  CONTINUE NORTH ON SOUTH SEAS PLANTATION DRIVE FOR 0.1
 DL8719'MI (0.2 KM) AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN
 DL8719'INTO THE GROUND WITH A NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH
 DL8719'THE GROUND AND ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF THE SOUTH SEAS
 DL8719'PLANTATION DRIVE.
 DL8719'
 DL8719'LOCATED 65.2 FT (19.9 M) WEST OF THE CENTERLINE OF SOUTH SEAS
 DL8719'PLANTATION DRIVE, 63.6 FT (19.4 M) SOUTH OF A FIRE HYDRANT, 43.7 FT
 DL8719'(13.3 M) SOUTH OF THE CENTERLINE OF THE SUNSET BEACH VILLAS ENTRANCE
 DL8719'WAY AND 10.1 FT (3.1 M) EAST OF A CARSONITE WITNESS POST.
 DL8719'
 DL8719'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DL8719'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1684 ***********************************************************************
 AG1684  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1684  DESIGNATION -  872 5441 TIDAL 2
 AG1684  PID         -  AG1684
 AG1684  STATE/COUNTY-  FL/LEE
 AG1684  COUNTRY     -  US
 AG1684  USGS QUAD   -  CAPTIVA (2018)
 AG1684
 AG1684                         *CURRENT SURVEY CONTROL
 AG1684  ______________________________________________________________________
 AG1684* NAD 83(1986) POSITION- 26 32 55.     (N) 082 11 44.     (W)   SCALED
 AG1684* NAVD 88 ORTHO HEIGHT -     1.103 (meters)        3.62  (feet) ADJUSTED
 AG1684  ______________________________________________________________________
 AG1684  GEOID HEIGHT    -        -23.589 (meters)                     GEOID18
 AG1684  DYNAMIC HEIGHT  -          1.101 (meters)        3.61  (feet) COMP
 AG1684  MODELED GRAVITY -    979,085.0   (mgal)                       NAVD 88
 AG1684
 AG1684  VERT ORDER      -  FIRST     CLASS I
 AG1684
 AG1684.The horizontal coordinates were scaled from a map and have
 AG1684.an estimated accuracy of +/- 6 seconds.
 AG1684
 AG1684.The orthometric height was determined by differential leveling and
 AG1684.adjusted by the NATIONAL GEODETIC SURVEY
 AG1684.in June 1991.
 AG1684
 AG1684.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1684.GEOID18 height accuracy estimate available here.
 AG1684
 AG1684.This Tidal Bench Mark is designated as VM 7341
 AG1684.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1684
 AG1684.Click photographs - Photos may exist for this station.
 AG1684
 AG1684.The dynamic height is computed by dividing the NAVD 88
 AG1684.geopotential number by the normal gravity value computed on the
 AG1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1684.degrees latitude (g = 980.6199 gals.).
 AG1684
 AG1684.The modeled gravity was interpolated from observed gravity values.
 AG1684
 AG1684;                    North         East    Units  Estimated Accuracy
 AG1684;SPC FL W     -   245,410.      180,510.      MT  (+/- 180 meters Scaled)
 AG1684
 AG1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK809369(NAD 83)
 AG1684
 AG1684                          SUPERSEDED SURVEY CONTROL
 AG1684
 AG1684  NGVD 29 (??/??/92)    1.46   (m)            4.8    (f) COMPUTED    1 1
 AG1684
 AG1684.Superseded values are not recommended for survey control.
 AG1684
 AG1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1684.See file dsdata.pdf to determine how the superseded data were derived.
 AG1684
 AG1684_MARKER: DB = BENCH MARK DISK
 AG1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1684_STAMPING: NO 2 1965
 AG1684_MARK LOGO: CGS
 AG1684_PROJECTION: PROJECTING 9 CENTIMETERS
 AG1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1684+STABILITY: SURFACE MOTION
 AG1684
 AG1684  HISTORY     - Date     Condition        Report By
 AG1684  HISTORY     - 1965     MONUMENTED       CGS
 AG1684  HISTORY     - 1966     GOOD             CGS
 AG1684  HISTORY     - 1984     GOOD             FLDNR
 AG1684  HISTORY     - 19990103 MARK NOT FOUND   USPSQD
 AG1684
 AG1684                          STATION DESCRIPTION
 AG1684
 AG1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG1684'2.4 MI NW FROM CAPTIVA.
 AG1684'ABOUT 0.05 MILES EAST ALONG COCONUT DRIVE FROM THE POST OFFICE
 AG1684'AT CAPTIVA, THENCE ABOUT 2.35 MILES NORTH AND NORTHWEST ALONG
 AG1684'MUNSON STREET, IN SECTION 22, R 21 E, T 45 S, 0.15 MILE NORTH
 AG1684'OF THE ENTRANCE TO THE SOUTH SEA PLANTATION, ON PROPERTY PRESENTLY
 AG1684'OWNED BY THE PLANTATION, 214 FEET SOUTHWEST OF A WATER LINE,
 AG1684'75.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SWIMMING
 AG1684'POOL, 25 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A SAND
 AG1684'ROAD, 1.0 FOOT EAST OF THE NORTHEAST CORNER OF THE OFFICE, 203.5
 AG1684'FEET SOUTH OF NO. 1, ABOUT 2 INCHES ABOVE THE LEVEL OF THE WALK
 AG1684'LEADING TO THE OFFICE AND SET IN THE TOP OF A CONCRETE POST
 AG1684'PROJECTING 0.3 FOOT.
 AG1684
 AG1684                          STATION RECOVERY (1984)
 AG1684
 AG1684'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1684'BEGIN AT THE ENTRANCE TO THE SOUTH SEAS PLANTATION, GO 1.7 MILES
 AG1684'NORTH ON THE PLANTATION ROAD TO ITS END AT THE KINGS CROWN DINING
 AG1684'ROOM.  THE MARK BEARS 1 FOOT EAST OF THE NORTHEAST CORNER OF THE
 AG1684'MIDDLE NORTH WING OF THE KINGS CROWN DINING ROOM, 33 FEET SOUTH OF
 AG1684'THE CHIMNEY OF A WHITE BUILDING (THE GALLEY GIFT SHOP), AND 75.5 FEET
 AG1684'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD SWIMMING POOL (NOW
 AG1684'A FLOWER GARDEN).
 AG1684
 AG1684                          STATION RECOVERY (1999)
 AG1684
 AG1684'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG1684'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1683 ***********************************************************************
 AG1683  DESIGNATION -  872 5441 TIDAL 3
 AG1683  PID         -  AG1683
 AG1683  STATE/COUNTY-  FL/LEE
 AG1683  COUNTRY     -  US
 AG1683  USGS QUAD   -  CAPTIVA (2018)
 AG1683
 AG1683                         *CURRENT SURVEY CONTROL
 AG1683  ______________________________________________________________________
 AG1683* NAD 83(1986) POSITION- 26 32 55.     (N) 082 11 41.     (W)   SCALED
 AG1683* NAVD 88 ORTHO HEIGHT -     0.504 (meters)        1.65  (feet) ADJUSTED
 AG1683  ______________________________________________________________________
 AG1683  GEOID HEIGHT    -        -23.590 (meters)                     GEOID18
 AG1683  DYNAMIC HEIGHT  -          0.503 (meters)        1.65  (feet) COMP
 AG1683  MODELED GRAVITY -    979,085.1   (mgal)                       NAVD 88
 AG1683
 AG1683  VERT ORDER      -  FIRST     CLASS I
 AG1683
 AG1683.The horizontal coordinates were scaled from a map and have
 AG1683.an estimated accuracy of +/- 6 seconds.
 AG1683
 AG1683.The orthometric height was determined by differential leveling and
 AG1683.adjusted by the NATIONAL GEODETIC SURVEY
 AG1683.in June 1991.
 AG1683
 AG1683.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1683.GEOID18 height accuracy estimate available here.
 AG1683
 AG1683.Click photographs - Photos may exist for this station.
 AG1683
 AG1683.The dynamic height is computed by dividing the NAVD 88
 AG1683.geopotential number by the normal gravity value computed on the
 AG1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1683.degrees latitude (g = 980.6199 gals.).
 AG1683
 AG1683.The modeled gravity was interpolated from observed gravity values.
 AG1683
 AG1683;                    North         East    Units  Estimated Accuracy
 AG1683;SPC FL W     -   245,410.      180,600.      MT  (+/- 180 meters Scaled)
 AG1683
 AG1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK809369(NAD 83)
 AG1683
 AG1683                          SUPERSEDED SURVEY CONTROL
 AG1683
 AG1683  NGVD 29 (??/??/92)    0.86   (m)            2.8    (f) COMPUTED    1 1
 AG1683
 AG1683.Superseded values are not recommended for survey control.
 AG1683
 AG1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1683.See file dsdata.pdf to determine how the superseded data were derived.
 AG1683
 AG1683_MARKER: DB = BENCH MARK DISK
 AG1683_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG1683_SP_SET: RAMP
 AG1683_STAMPING: 3 1965
 AG1683_MARK LOGO: CGS
 AG1683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1683
 AG1683  HISTORY     - Date     Condition        Report By
 AG1683  HISTORY     - 1965     MONUMENTED       CGS
 AG1683  HISTORY     - 1966     GOOD             CGS
 AG1683  HISTORY     - 1984     GOOD             FLDNR
 AG1683  HISTORY     - 19990103 MARK NOT FOUND   USPSQD
 AG1683
 AG1683                          STATION DESCRIPTION
 AG1683
 AG1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG1683'2.4 MI NW FROM CAPTIVA.
 AG1683'ABOUT 0.05 MILE EAST ALONG COCONUT DRIVE FROM THE POST OFFICE
 AG1683'AT CAPTIVA, THENCE 2.35 MILES NORTH AND NORTHWEST ALONG MUNSON
 AG1683'STREET, IN SECTION 22, R 21 E, T 45 S, 0.15 MILE NORTH OF THE
 AG1683'ENTRANCE TO THE SOUTH SEA PLANTATION, ON PROPERTY PRESENTLY
 AG1683'OWNED BY THE PLANTATION, 456 FEET SOUTHEAST OF THE CENTER LINE
 AG1683'OF THE SAND ROAD LEADING TO THE OFFICE, 84 FEET NORTHWEST OF
 AG1683'THE NORTHWEST BANK OF A CANAL, 95 FEET SOUTHWEST OF AN ANTENNA,
 AG1683'0.4 FOOT NORTHEAST OF THE NORTHEAST SIDE OF A STORAGE BUILDING,
 AG1683'ABOUT LEVEL WITH THE GROUND AND SET IN THE TOP OF A CONCRETE
 AG1683'RAMP ON THE NORTHEAST SIDE OF THE BUILDING.
 AG1683
 AG1683                          STATION RECOVERY (1984)
 AG1683
 AG1683'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1683'BEGIN AT THE ENTRANCE TO THE SOUTH SEAS PLANTATION, GO 1.7 MILES
 AG1683'NORTH ON THE PLANTATION ROAD TO ITS END AND A SERVICE ROAD LEADING
 AG1683'SOUTHEAST, GO 0.15 MILE SOUTHEAST ON THE SERVICE ROAD TO ITS END AT
 AG1683'THE HUNT RESIDENCE.  THE MARK BEARS 95 FEET SOUTHWEST OF A
 AG1683'TELESCOPING ANTENNA AT THE HUNT HOUSE, 120 FEET EAST OF VILLA A, 84
 AG1683'FEET NORTHWEST OF THE NORTHWEST BANK OF THE ENTRANCE CANAL TO THE
 AG1683'MARINA, 0.4 FOOT NORTHEAST OF THE NORTHEAST WALL OF A FALLOUT
 AG1683'SHELTER, AND IS SET IN THE CONCRETE SURFACE OF A FORMER BOAT RAMP.
 AG1683
 AG1683                          STATION RECOVERY (1999)
 AG1683
 AG1683'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG1683'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DN3748 ***********************************************************************
 DN3748  TIDAL BM    -  This is a Tidal Bench Mark.
 DN3748  DESIGNATION -  872 5451 A
 DN3748  PID         -  DN3748
 DN3748  STATE/COUNTY-  FL/LEE
 DN3748  COUNTRY     -  US
 DN3748  USGS QUAD   -  FORT MYERS SW (2018)
 DN3748
 DN3748                         *CURRENT SURVEY CONTROL
 DN3748  ______________________________________________________________________
 DN3748* NAD 83(1986) POSITION- 26 33 44.6    (N) 081 55 57.7    (W)   HD_HELD2
 DN3748* NAVD 88 ORTHO HEIGHT -     0.865 (meters)        2.84  (feet) ADJUSTED
 DN3748  ______________________________________________________________________
 DN3748  GEOID HEIGHT    -        -23.990 (meters)                     GEOID18
 DN3748  DYNAMIC HEIGHT  -          0.864 (meters)        2.83  (feet) COMP
 DN3748  MODELED GRAVITY -    979,072.3   (mgal)                       NAVD 88
 DN3748
 DN3748  VERT ORDER      -  FIRST     CLASS II
 DN3748
 DN3748.The horizontal coordinates were established by autonomous hand held GPS
 DN3748.observations and have an estimated accuracy of +/- 10 meters.
 DN3748
 DN3748.The orthometric height was determined by differential leveling and
 DN3748.adjusted by the NATIONAL GEODETIC SURVEY
 DN3748.in January 2022.
 DN3748
 DN3748.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN3748.GEOID18 height accuracy estimate available here.
 DN3748
 DN3748.This Tidal Bench Mark is designated as VM 23358
 DN3748.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DN3748
 DN3748.Click photographs - Photos may exist for this station.
 DN3748
 DN3748.The dynamic height is computed by dividing the NAVD 88
 DN3748.geopotential number by the normal gravity value computed on the
 DN3748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DN3748.degrees latitude (g = 980.6199 gals.).
 DN3748
 DN3748.The modeled gravity was interpolated from observed gravity values.
 DN3748
 DN3748;                    North         East    Units  Estimated Accuracy
 DN3748;SPC FL W     -   246,921.      206,706.      MT  (+/- 10 meters HH2 GPS)
 DN3748
 DN3748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0710438305(NAD 83)
 DN3748
 DN3748                          SUPERSEDED SURVEY CONTROL
 DN3748
 DN3748  NAVD 88 (05/07/13)    0.893  (m)            2.93   (f) SUPERSEDED  1 2
 DN3748
 DN3748.Superseded values are not recommended for survey control.
 DN3748
 DN3748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN3748.See file dsdata.pdf to determine how the superseded data were derived.
 DN3748
 DN3748_MARKER: DD = SURVEY DISK
 DN3748_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DN3748_SP_SET: PIER FOOTING
 DN3748_STAMPING: 5451 A 2008
 DN3748_MARK LOGO: FLDEP
 DN3748_MAGNETIC: N = NO MAGNETIC MATERIAL
 DN3748_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DN3748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DN3748+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2019
 DN3748
 DN3748  HISTORY     - Date     Condition        Report By
 DN3748  HISTORY     - 20081029 MONUMENTED       FLDEP
 DN3748  HISTORY     - 20190709 GOOD             FLDEP
 DN3748
 DN3748                          STATION DESCRIPTION
 DN3748
 DN3748'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DN3748'THE MARK IS ABOUT 9.6 MI (15.4 KM) NORTHEAST OF SANIBEL, 7.7 MI (12.4
 DN3748'KM) NORTH OF FORT MYERS BEACH, 6.5 MI (10.5 KM) SOUTHWEST OF FORT
 DN3748'MYERS, IN SECTION 17, TOWNSHIP 45 SOUTH, RANGE 24 EAST.
 DN3748'
 DN3748'TO REACH THE MARK FROM THE INTERSECTION OF COLLEGE PARKWAY LEADING
 DN3748'EAST (CAPE CORAL BRIDGE ROAD, A TOLL ROAD LEADING WEST) AND THE
 DN3748'UNDERPASS OF MACGREGOR BOULEVARD ON THE SOUTHWEST SIDE OF FORT MYERS,
 DN3748'GO WEST ON CAPE CORAL BRIDGE ROAD (CAPE CORAL BOULEVARD) FOR 1.5 MI
 DN3748'(2.4 KM) TO THE WEST END OF THE BRIDGE AND THE MARK ON THE LEFT, SET
 DN3748'FLUSH IN THE PIER FOOTING OF THE SOUTHWEST PIER UNDER THE EASTBOUND
 DN3748'LANES.
 DN3748'
 DN3748'LOCATED 98.4 FT (30.0 M) SOUTHWEST OF A CGS BENCH MARK NO. 2 1965,
 DN3748'39.3 FT (12.0 M) SOUTHEAST OF THE BRIDGE ABUTMENT, 12.6 FT (3.8 M)
 DN3748'NORTHEAST OF THE SOUTH EDGE OF THE PIER, 6.5 FT (2.0 M)
 DN3748'NORTH-NORTHEAST OF SOUTHERN MOST PIER COLUMN, 2.7 FT (0.8 M) SOUTHEAST
 DN3748'OF THE EAST FACE OF THE SEAWALL AND 0.9 FT (27 CM) SOUTHWEST OF THE
 DN3748'NORTH EDGE OF THE PIER.
 DN3748
 DN3748                          STATION RECOVERY (2019)
 DN3748
 DN3748'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 DN3748'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7862 ***********************************************************************
 AD7862  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7862  DESIGNATION -  872 5451 D TIDAL
 AD7862  PID         -  AD7862
 AD7862  STATE/COUNTY-  FL/LEE
 AD7862  COUNTRY     -  US
 AD7862  USGS QUAD   -  FORT MYERS SW (2018)
 AD7862
 AD7862                         *CURRENT SURVEY CONTROL
 AD7862  ______________________________________________________________________
 AD7862* NAD 83(1986) POSITION- 26 33 45.62   (N) 081 56 30.96   (W)   HD_HELD1
 AD7862* NAVD 88 ORTHO HEIGHT -     1.861 (meters)        6.11  (feet) ADJUSTED
 AD7862  ______________________________________________________________________
 AD7862  GEOID HEIGHT    -        -23.970 (meters)                     GEOID18
 AD7862  DYNAMIC HEIGHT  -          1.858 (meters)        6.10  (feet) COMP
 AD7862  MODELED GRAVITY -    979,073.3   (mgal)                       NAVD 88
 AD7862
 AD7862  VERT ORDER      -  FIRST     CLASS II
 AD7862
 AD7862.The horizontal coordinates were determined by differentially corrected
 AD7862.hand held GPS observations or other comparable positioning techniques
 AD7862.and have an estimated accuracy of +/- 3 meters.
 AD7862
 AD7862.The orthometric height was determined by differential leveling and
 AD7862.adjusted by the NATIONAL GEODETIC SURVEY
 AD7862.in January 2022.
 AD7862
 AD7862.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7862.GEOID18 height accuracy estimate available here.
 AD7862
 AD7862.This Tidal Bench Mark is designated as VM 18083
 AD7862.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7862
 AD7862.Click photographs - Photos may exist for this station.
 AD7862
 AD7862.The dynamic height is computed by dividing the NAVD 88
 AD7862.geopotential number by the normal gravity value computed on the
 AD7862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7862.degrees latitude (g = 980.6199 gals.).
 AD7862
 AD7862.The modeled gravity was interpolated from observed gravity values.
 AD7862
 AD7862;                    North         East    Units  Estimated Accuracy
 AD7862;SPC FL W     -   246,952.3     205,785.2     MT  (+/- 3 meters HH1 GPS) 
 AD7862
 AD7862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0618438343(NAD 83)
 AD7862
 AD7862                          SUPERSEDED SURVEY CONTROL
 AD7862
 AD7862  NAVD 88 (05/07/13)    1.885  (m)            6.18   (f) SUPERSEDED  1 2
 AD7862  NAVD 88 (??/??/92)    1.865  (m)            6.12   (f) SUPERSEDED  3 0
 AD7862  NGVD 29 (09/01/92)    2.226  (m)            7.30   (f) ADJUSTED    2 1
 AD7862
 AD7862.Superseded values are not recommended for survey control.
 AD7862
 AD7862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7862.See file dsdata.pdf to determine how the superseded data were derived.
 AD7862
 AD7862_MARKER: DJ = TIDAL STATION DISK
 AD7862_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD7862+WITH SETTING: PAVEMENT
 AD7862_SP_SET: FOUNDATION
 AD7862_STAMPING: 5451 D 1984
 AD7862_MARK LOGO: NOS
 AD7862_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7862+STABILITY: SURFACE MOTION
 AD7862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7862+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2025
 AD7862
 AD7862  HISTORY     - Date     Condition        Report By
 AD7862  HISTORY     - 1984     MONUMENTED       FLDNR
 AD7862  HISTORY     - 20081029 GOOD             FLDEP
 AD7862  HISTORY     - 20180820 GOOD             NONE
 AD7862  HISTORY     - 20190709 GOOD             FLDEP
 AD7862  HISTORY     - 20250616 GOOD             FL0457
 AD7862
 AD7862                          STATION DESCRIPTION
 AD7862
 AD7862'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7862'IN CAPE CORAL.
 AD7862'THE MARK IS AT THE INTERSECTION OF CAPE CORAL PARKWAY AND WAIKIKI
 AD7862'COURT, 0.55 MILE WEST OF THE BRIDGE OVER THE CALOOSAHATCHEE RIVER,
 AD7862'66.5 FEET WEST OF THE CENTERLINE OF THE CROSSOVER FOR WAIKIKI COURT,
 AD7862'28.5 FEET SOUTH OF THE CENTERLINE OF CAPE CORAL PARKWAY WESTBOUND,
 AD7862'46.9 FEET NORTH OF THE CENTERLINE OF CAPE CORAL PARKWAY EASTBOUND,
 AD7862'0.8 FOOT NORTH OF THE NORTHWEST LEG OF A WAR MEMORIAL SPIRE, AND IS
 AD7862'SET IN THE TOP OF THE FOUNDATION OF THE MEMORIAL.
 AD7862'THE MARK IS 3 FT ABOVE ROAD.
 AD7862
 AD7862                          STATION RECOVERY (2008)
 AD7862
 AD7862'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7862'RECOVERED AS DESCRIBED.
 AD7862
 AD7862                          STATION RECOVERY (2018)
 AD7862
 AD7862'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (KC)
 AD7862'RECOVERED IN GOOD CONDITION.
 AD7862
 AD7862                          STATION RECOVERY (2019)
 AD7862
 AD7862'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 AD7862'RECOVERED AS DESCRIBED.
 AD7862
 AD7862                          STATION RECOVERY (2025)
 AD7862
 AD7862'RECOVERY NOTE BY CITY OF CAPE CORAL PUBLIC WORKS, FL 2025 (AH)
 AD7862'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR7133 ***********************************************************************
 DR7133  DESIGNATION -  872 5451 E
 DR7133  PID         -  DR7133
 DR7133  STATE/COUNTY-  FL/LEE
 DR7133  COUNTRY     -  US
 DR7133  USGS QUAD   -  FORT MYERS SW (2018)
 DR7133
 DR7133                         *CURRENT SURVEY CONTROL
 DR7133  ______________________________________________________________________
 DR7133* NAD 83(1986) POSITION- 26 33 47.70   (N) 081 56 10.11   (W)   HD_HELD1
 DR7133* NAVD 88 ORTHO HEIGHT -     1.353 (meters)        4.44  (feet) ADJUSTED
 DR7133  ______________________________________________________________________
 DR7133  GEOID HEIGHT    -        -23.983 (meters)                     GEOID18
 DR7133  DYNAMIC HEIGHT  -          1.351 (meters)        4.43  (feet) COMP
 DR7133  MODELED GRAVITY -    979,072.7   (mgal)                       NAVD 88
 DR7133
 DR7133  VERT ORDER      -  FIRST     CLASS II
 DR7133
 DR7133.The horizontal coordinates were determined by differentially corrected
 DR7133.hand held GPS observations or other comparable positioning techniques
 DR7133.and have an estimated accuracy of +/- 3 meters.
 DR7133
 DR7133.The orthometric height was determined by differential leveling and
 DR7133.adjusted by the NATIONAL GEODETIC SURVEY
 DR7133.in January 2022.
 DR7133
 DR7133.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7133.GEOID18 height accuracy estimate available here.
 DR7133
 DR7133.Click photographs - Photos may exist for this station.
 DR7133
 DR7133.The dynamic height is computed by dividing the NAVD 88
 DR7133.geopotential number by the normal gravity value computed on the
 DR7133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7133.degrees latitude (g = 980.6199 gals.).
 DR7133
 DR7133.The modeled gravity was interpolated from observed gravity values.
 DR7133
 DR7133;                    North         East    Units  Estimated Accuracy
 DR7133;SPC FL W     -   247,016.5     206,362.2     MT  (+/- 3 meters HH1 GPS) 
 DR7133
 DR7133_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0676138403(NAD 83)
 DR7133
 DR7133                          SUPERSEDED SURVEY CONTROL
 DR7133
 DR7133.No superseded survey control is available for this station.
 DR7133
 DR7133_MARKER: F = FLANGE-ENCASED ROD
 DR7133_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7133_STAMPING: 5451 E 2019
 DR7133_MARK LOGO: NOS
 DR7133_PROJECTION: FLUSH
 DR7133_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7133+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2021
 DR7133_ROD/PIPE-DEPTH: 28.0 meters
 DR7133
 DR7133  HISTORY     - Date     Condition        Report By
 DR7133  HISTORY     - 2019     MONUMENTED       NOS
 DR7133  HISTORY     - 20210223 GOOD             FLDEP
 DR7133
 DR7133                          STATION DESCRIPTION
 DR7133
 DR7133'DESCRIBED BY FL DEPT OF ENV PRO 2021 (RMK)
 DR7133'THE MARK IS LOCATED ABOUT 9.5 MI (15.3 KM) EAST-SOUTHEAST OF MATLACHA,
 DR7133'7.7 MI (12.4 KM) NORTH OF FORT MYERS BEACH AND 6.6 MI (10.6 KM)
 DR7133'SOUTHWEST OF FORT MYERS.
 DR7133'
 DR7133'THE MARK IS SET IN THE BERNICE BRADEN PARK IN CAPE CORAL.
 DR7133'
 DR7133'LOCATED 231.5 FT (70.6 M) WEST-NORTHWEST OF THE WESTERNMOST FLAG POLES
 DR7133'OF TWO, 75.0 FT (22.9 M) NORTH-NORTHWEST OF A METAL POST FOR A
 DR7133'HISTORICAL SIGN, 70.1 FT (21.4 M) NORTHEAST OF THE NORTHEAST CORNER OF
 DR7133'THE CHAMBER OF COMMERCE BUILDING, 23.7 FT (7.2 M) SOUTHWEST OF A PALM
 DR7133'TREE NEAR THE ROCKS ALONG THE WATER AND 2.6 FT (0.8 M) EAST OF A
 DR7133'WITNESS POST SCREWED TO A 6-INCH (15 CM) SQUARE WOODEN POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1586 ***********************************************************************
 AD1586  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1586  DESIGNATION -  872 5451 TIDAL 1
 AD1586  PID         -  AD1586
 AD1586  STATE/COUNTY-  FL/LEE
 AD1586  COUNTRY     -  US
 AD1586  USGS QUAD   -  FORT MYERS SW (2018)
 AD1586
 AD1586                         *CURRENT SURVEY CONTROL
 AD1586  ______________________________________________________________________
 AD1586* NAD 83(1986) POSITION- 26 33 42.     (N) 081 55 49.     (W)   SCALED
 AD1586* NAVD 88 ORTHO HEIGHT -     0.841 (meters)        2.76  (feet) ADJUSTED
 AD1586  ______________________________________________________________________
 AD1586  GEOID HEIGHT    -        -23.995 (meters)                     GEOID18
 AD1586  DYNAMIC HEIGHT  -          0.840 (meters)        2.76  (feet) COMP
 AD1586  MODELED GRAVITY -    979,072.1   (mgal)                       NAVD 88
 AD1586
 AD1586  VERT ORDER      -  FIRST     CLASS I
 AD1586
 AD1586.The horizontal coordinates were scaled from a map and have
 AD1586.an estimated accuracy of +/- 6 seconds.
 AD1586
 AD1586.The orthometric height was determined by differential leveling and
 AD1586.adjusted by the NATIONAL GEODETIC SURVEY
 AD1586.in June 1991.
 AD1586
 AD1586.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1586.GEOID18 height accuracy estimate available here.
 AD1586
 AD1586.This Tidal Bench Mark is designated as VM 7345
 AD1586.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1586
 AD1586.Click photographs - Photos may exist for this station.
 AD1586
 AD1586.The dynamic height is computed by dividing the NAVD 88
 AD1586.geopotential number by the normal gravity value computed on the
 AD1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1586.degrees latitude (g = 980.6199 gals.).
 AD1586
 AD1586.The modeled gravity was interpolated from observed gravity values.
 AD1586
 AD1586;                    North         East    Units  Estimated Accuracy
 AD1586;SPC FL W     -   246,840.      206,950.      MT  (+/- 180 meters Scaled)
 AD1586
 AD1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK073382(NAD 83)
 AD1586
 AD1586                          SUPERSEDED SURVEY CONTROL
 AD1586
 AD1586  NGVD 29 (??/??/92)    1.200  (m)            3.94   (f) SUPERSEDED  1 1
 AD1586  NGVD 29 (09/01/92)    1.195  (m)            3.92   (f) ADJUSTED    1 1
 AD1586
 AD1586.Superseded values are not recommended for survey control.
 AD1586
 AD1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1586.See file dsdata.pdf to determine how the superseded data were derived.
 AD1586
 AD1586_MARKER: DB = BENCH MARK DISK
 AD1586_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD1586_SP_SET: SEAWALL
 AD1586_STAMPING: NO 1 1965
 AD1586_MARK LOGO: CGS
 AD1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1586+STABILITY: SURFACE MOTION
 AD1586
 AD1586  HISTORY     - Date     Condition        Report By
 AD1586  HISTORY     - 1965     MONUMENTED       CGS
 AD1586  HISTORY     - 1966     GOOD             CGS
 AD1586  HISTORY     - 1974     GOOD             NGS
 AD1586  HISTORY     - 1984     GOOD             FLDNR
 AD1586  HISTORY     - 20030729 MARK NOT FOUND   DENI
 AD1586  HISTORY     - 20190709 MARK NOT FOUND   FLDEP
 AD1586
 AD1586                          STATION DESCRIPTION
 AD1586
 AD1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AD1586'1 MI E FROM CAPE CORAL.
 AD1586'ABOUT 0.95 MILE EAST ALONG CAPE CORAL PARKWAY FROM THE POST
 AD1586'OFFICE AT CAPE CORAL, AT THE WEST END OF THE TOLL BRIDGE OVER THE
 AD1586'CALOOSAHATCHEE RIVER, IN SECTION 17, R 24 E, T 45 S, 48 FEET
 AD1586'SOUTH OF THE CENTER LINE OF THE BRIDGE (MEASURED UNDER THE
 AD1586'BRIDGE), 57 FEET SOUTHEAST OF THE SOUTHWEST END OF THE WING
 AD1586'WALL, 93.0 FEET SOUTH OF TIDAL 3 DESCRIBED, ABOUT 12 FEET BELOW
 AD1586'THE LEVEL OF THE BRIDGE FLOOR AND SET IN THE TOP OF THE SEA
 AD1586'WALL.
 AD1586
 AD1586                          STATION RECOVERY (1974)
 AD1586
 AD1586'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1586'RECOVERED IN GOOD CONDITION.
 AD1586
 AD1586                          STATION RECOVERY (1984)
 AD1586
 AD1586'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1586'RECOVERED IN GOOD CONDITION.
 AD1586
 AD1586                          STATION RECOVERY (2003)
 AD1586
 AD1586'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (BRH)
 AD1586'SINCE THE LAST RECOVERY NOTE, A NEW BRIDGE WAS BUILT SOUTH OF THE OLD
 AD1586'BRIDGE.
 AD1586
 AD1586                          STATION RECOVERY (2019)
 AD1586
 AD1586'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 AD1586'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1588 ***********************************************************************
 AD1588  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1588  DESIGNATION -  872 5451 TIDAL 2
 AD1588  PID         -  AD1588
 AD1588  STATE/COUNTY-  FL/LEE
 AD1588  COUNTRY     -  US
 AD1588  USGS QUAD   -  FORT MYERS SW (2018)
 AD1588
 AD1588                         *CURRENT SURVEY CONTROL
 AD1588  ______________________________________________________________________
 AD1588* NAD 83(1986) POSITION- 26 33 45.28   (N) 081 55 57.45   (W)   HD_HELD1
 AD1588* NAVD 88 ORTHO HEIGHT -     0.823 (meters)        2.70  (feet) ADJUSTED
 AD1588  ______________________________________________________________________
 AD1588  GEOID HEIGHT    -        -23.991 (meters)                     GEOID18
 AD1588  DYNAMIC HEIGHT  -          0.822 (meters)        2.70  (feet) COMP
 AD1588  MODELED GRAVITY -    979,072.1   (mgal)                       NAVD 88
 AD1588
 AD1588  VERT ORDER      -  FIRST     CLASS II
 AD1588
 AD1588.The horizontal coordinates were determined by differentially corrected
 AD1588.hand held GPS observations or other comparable positioning techniques
 AD1588.and have an estimated accuracy of +/- 3 meters.
 AD1588
 AD1588.The orthometric height was determined by differential leveling and
 AD1588.adjusted by the NATIONAL GEODETIC SURVEY
 AD1588.in January 2022.
 AD1588
 AD1588.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1588.GEOID18 height accuracy estimate available here.
 AD1588
 AD1588.This Tidal Bench Mark is designated as VM 7346
 AD1588.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1588
 AD1588.Click photographs - Photos may exist for this station.
 AD1588
 AD1588.The dynamic height is computed by dividing the NAVD 88
 AD1588.geopotential number by the normal gravity value computed on the
 AD1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1588.degrees latitude (g = 980.6199 gals.).
 AD1588
 AD1588.The modeled gravity was interpolated from observed gravity values.
 AD1588
 AD1588;                    North         East    Units  Estimated Accuracy
 AD1588;SPC FL W     -   246,942.2     206,712.6     MT  (+/- 3 meters HH1 GPS) 
 AD1588
 AD1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0711138326(NAD 83)
 AD1588
 AD1588                          SUPERSEDED SURVEY CONTROL
 AD1588
 AD1588  NAVD 88 (05/07/13)    0.850  (m)            2.79   (f) SUPERSEDED  1 2
 AD1588  NAVD 88 (06/15/91)    0.855  (m)            2.81   (f) SUPERSEDED  1 1
 AD1588  NGVD 29 (??/??/92)    1.213  (m)            3.98   (f) SUPERSEDED  1 1
 AD1588  NGVD 29 (09/01/92)    1.213  (m)            3.98   (f) ADJUSTED    1 1
 AD1588
 AD1588.Superseded values are not recommended for survey control.
 AD1588
 AD1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1588.See file dsdata.pdf to determine how the superseded data were derived.
 AD1588
 AD1588_MARKER: DB = BENCH MARK DISK
 AD1588_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD1588_SP_SET: RETAINING WALL
 AD1588_STAMPING: NO. 2 1965
 AD1588_MARK LOGO: CGS
 AD1588_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD1588+STABILITY: SURFACE MOTION
 AD1588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD1588+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2019
 AD1588
 AD1588  HISTORY     - Date     Condition        Report By
 AD1588  HISTORY     - 1965     MONUMENTED       CGS
 AD1588  HISTORY     - 1974     GOOD             NGS
 AD1588  HISTORY     - 1984     GOOD             FLDNR
 AD1588  HISTORY     - 20030729 GOOD             DENI
 AD1588  HISTORY     - 20081029 GOOD             FLDEP
 AD1588  HISTORY     - 20180820 GOOD             NONE
 AD1588  HISTORY     - 20190709 GOOD             FLDEP
 AD1588
 AD1588                          STATION DESCRIPTION
 AD1588
 AD1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1588'1 MI E FROM CAPE CORAL.
 AD1588'ABOUT 0.95 MILE EAST ALONG CAPE CORAL PARKWAY FROM THE POST
 AD1588'OFFICE AT CAPE CORAL, AT THE WEST END OF THE TOLL BRIDGE OVER THE
 AD1588'CALOOSAHATCHEE RIVER, ABOUT 12 FEET BELOW THE LEVEL OF THE
 AD1588'BRIDGE FLOOR, 45 FEET NORTH OF THE CENTER LINE OF THE BRIDGE
 AD1588'(MEASURED UNDER THE BRIDGE), 56 FEET NORTHEAST OF THE NORTHWEST
 AD1588'END OF THE WING WALL, 93 FEET NORTH OF TIDAL 1 DESCRIBED,
 AD1588'AND SET IN THE TOP OF CONCRETE SEA WALL THAT IS ABOUT 1 FOOT
 AD1588'HIGH.
 AD1588
 AD1588                          STATION RECOVERY (1974)
 AD1588
 AD1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1588'RECOVERED IN GOOD CONDITION.
 AD1588
 AD1588                          STATION RECOVERY (1984)
 AD1588
 AD1588'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1588'RECOVERED IN GOOD CONDITION.
 AD1588
 AD1588                          STATION RECOVERY (2003)
 AD1588
 AD1588'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (BRH)
 AD1588'RECOVERED IN GOOD CONDITION.
 AD1588
 AD1588                          STATION RECOVERY (2008)
 AD1588
 AD1588'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD1588'RECOVERED AS DESCRIBED.
 AD1588
 AD1588                          STATION RECOVERY (2018)
 AD1588
 AD1588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (KC)
 AD1588'RECOVERED IN GOOD CONDITION.
 AD1588
 AD1588                          STATION RECOVERY (2019)
 AD1588
 AD1588'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 AD1588'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1587 ***********************************************************************
 AD1587  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1587  DESIGNATION -  872 5451 TIDAL 3
 AD1587  PID         -  AD1587
 AD1587  STATE/COUNTY-  FL/LEE
 AD1587  COUNTRY     -  US
 AD1587  USGS QUAD   -  FORT MYERS SW (2018)
 AD1587
 AD1587                         *CURRENT SURVEY CONTROL
 AD1587  ______________________________________________________________________
 AD1587* NAD 83(1986) POSITION- 26 33 44.79   (N) 081 55 58.13   (W)   HD_HELD1
 AD1587* NAVD 88 ORTHO HEIGHT -     4.412 (meters)       14.48  (feet) ADJUSTED
 AD1587  ______________________________________________________________________
 AD1587  GEOID HEIGHT    -        -23.990 (meters)                     GEOID18
 AD1587  DYNAMIC HEIGHT  -          4.405 (meters)       14.45  (feet) COMP
 AD1587  MODELED GRAVITY -    979,072.1   (mgal)                       NAVD 88
 AD1587
 AD1587  VERT ORDER      -  FIRST     CLASS II
 AD1587
 AD1587.The horizontal coordinates were determined by differentially corrected
 AD1587.hand held GPS observations or other comparable positioning techniques
 AD1587.and have an estimated accuracy of +/- 3 meters.
 AD1587
 AD1587.The orthometric height was determined by differential leveling and
 AD1587.adjusted by the NATIONAL GEODETIC SURVEY
 AD1587.in January 2022.
 AD1587
 AD1587.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1587.GEOID18 height accuracy estimate available here.
 AD1587
 AD1587.This Tidal Bench Mark is designated as VM 7347
 AD1587.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1587
 AD1587.Click photographs - Photos may exist for this station.
 AD1587
 AD1587.The dynamic height is computed by dividing the NAVD 88
 AD1587.geopotential number by the normal gravity value computed on the
 AD1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1587.degrees latitude (g = 980.6199 gals.).
 AD1587
 AD1587.The modeled gravity was interpolated from observed gravity values.
 AD1587
 AD1587;                    North         East    Units  Estimated Accuracy
 AD1587;SPC FL W     -   246,927.2     206,693.8     MT  (+/- 3 meters HH1 GPS) 
 AD1587
 AD1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0709238311(NAD 83)
 AD1587
 AD1587                          SUPERSEDED SURVEY CONTROL
 AD1587
 AD1587  NAVD 88 (05/07/13)    4.444  (m)           14.58   (f) SUPERSEDED  1 2
 AD1587  NAVD 88 (06/15/91)    4.498  (m)           14.76   (f) SUPERSEDED  1 1
 AD1587  NGVD 29 (??/??/92)    4.858  (m)           15.94   (f) SUPERSEDED  1 1
 AD1587  NGVD 29 (09/01/92)    4.837  (m)           15.87   (f) ADJUSTED    1 1
 AD1587
 AD1587.Superseded values are not recommended for survey control.
 AD1587
 AD1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1587.See file dsdata.pdf to determine how the superseded data were derived.
 AD1587
 AD1587_MARKER: DB = BENCH MARK DISK
 AD1587_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD1587_SP_SET: GUARDRAIL BASE
 AD1587_STAMPING: NO. 3 1965
 AD1587_MARK LOGO: CGS
 AD1587_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD1587+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2019
 AD1587
 AD1587  HISTORY     - Date     Condition        Report By
 AD1587  HISTORY     - 1965     MONUMENTED       CGS
 AD1587  HISTORY     - 1974     GOOD             NGS
 AD1587  HISTORY     - 1984     GOOD             FLDNR
 AD1587  HISTORY     - 20030729 GOOD             DENI
 AD1587  HISTORY     - 20081029 GOOD             FLDEP
 AD1587  HISTORY     - 20180815 GOOD             NONE
 AD1587  HISTORY     - 20190709 GOOD             FLDEP
 AD1587
 AD1587                          STATION DESCRIPTION
 AD1587
 AD1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1587'1 MI E FROM CAPE CORAL.
 AD1587'ABOUT 0.95 MILE EAST ALONG CAPE CORAL PARKWAY FROM THE POST
 AD1587'OFFICE AT CAPE CORAL, AT THE WEST END OF THE TOLL BRIDGE OVER THE
 AD1587'CALOOSAHATCHEE RIVER, SET IN THE TOP AT THE WEST END OF THE
 AD1587'CONCRETE BASE OF THE SOUTH GUARD RAIL, 17.0 FEET SOUTH OF THE
 AD1587'CENTER LINE OF THE PARKWAY AND ABOUT 1 FOOT ABOVE THE LEVEL
 AD1587'OF THE BRIDGE FLOOR.
 AD1587
 AD1587                          STATION RECOVERY (1974)
 AD1587
 AD1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1587'RECOVERED IN GOOD CONDITION.
 AD1587
 AD1587                          STATION RECOVERY (1984)
 AD1587
 AD1587'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1587'RECOVERED IN GOOD CONDITION.
 AD1587
 AD1587                          STATION RECOVERY (2003)
 AD1587
 AD1587'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (BRH)
 AD1587'THERE IS A PROBLEM WITH THE ELEVATION. THERE IS A DIFFERENCE OF 0.15'
 AD1587'
 AD1587'BETWEEN TIDAL 3 (AD1587) AND TIDAL 2 (AD1588). WE BELIEVE THAT
 AD1587'TIDAL 3 HAS SETTLED. TO CHECK THIS, WE RUN FROM R 245 (AD1585) UNDER
 AD1587'THE BRIDGE AND CHECKED INTO TIDAL 2 AND CAME IN LOW BY 0.03'.
 AD1587
 AD1587                          STATION RECOVERY (2008)
 AD1587
 AD1587'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD1587'RECOVERED AS DESCRIBED.
 AD1587
 AD1587                          STATION RECOVERY (2018)
 AD1587
 AD1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2018 (KC)
 AD1587'RECOVERED IN GOOD CONDITION.
 AD1587
 AD1587                          STATION RECOVERY (2019)
 AD1587
 AD1587'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 AD1587'RECOVERED IN GOOD CONDITION.
 AD1587'
 AD1587'NOTE-WITH ADDITIONS, 10.3 FT (3.1 M) EAST OF THE EAST END OF THE METAL
 AD1587'GUARDRAIL, 0.8 FT (24 CM) WEST OF THE WEST END OF THE FRIDGE WALKWAY
 AD1587'AND 0.8 FT (24 CM) NORTH OF THE CONCRETE WALL FOR THE WALKWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9233 ***********************************************************************
 DR9233  DESIGNATION -  872 5476 A
 DR9233  PID         -  DR9233
 DR9233  STATE/COUNTY-  FL/LEE
 DR9233  COUNTRY     -  US
 DR9233  USGS QUAD   -  PINE ISLAND CENTER (2018)
 DR9233
 DR9233                         *CURRENT SURVEY CONTROL
 DR9233  ______________________________________________________________________
 DR9233* NAD 83(1986) POSITION- 26 35 30.64   (N) 082 07 15.64   (W)   HD_HELD1
 DR9233* NAVD 88 ORTHO HEIGHT -     0.634 (meters)        2.08  (feet) ADJUSTED
 DR9233  ______________________________________________________________________
 DR9233  GEOID HEIGHT    -        -23.678 (meters)                     GEOID18
 DR9233  DYNAMIC HEIGHT  -          0.633 (meters)        2.08  (feet) COMP
 DR9233  MODELED GRAVITY -    979,088.8   (mgal)                       NAVD 88
 DR9233
 DR9233  VERT ORDER      -  SECOND    CLASS I
 DR9233
 DR9233.The horizontal coordinates were determined by differentially corrected
 DR9233.hand held GPS observations or other comparable positioning techniques
 DR9233.and have an estimated accuracy of +/- 3 meters.
 DR9233
 DR9233.The orthometric height was determined by differential leveling and
 DR9233.adjusted by the NATIONAL GEODETIC SURVEY
 DR9233.in December 2023.
 DR9233
 DR9233.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9233.GEOID18 height accuracy estimate available here.
 DR9233
 DR9233.Click photographs - Photos may exist for this station.
 DR9233
 DR9233.The dynamic height is computed by dividing the NAVD 88
 DR9233.geopotential number by the normal gravity value computed on the
 DR9233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9233.degrees latitude (g = 980.6199 gals.).
 DR9233
 DR9233.The modeled gravity was interpolated from observed gravity values.
 DR9233
 DR9233;                    North         East    Units  Estimated Accuracy
 DR9233;SPC FL W     -   250,188.6     187,946.7     MT  (+/- 3 meters HH1 GPS) 
 DR9233
 DR9233_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8837541718(NAD 83)
 DR9233
 DR9233                          SUPERSEDED SURVEY CONTROL
 DR9233
 DR9233.No superseded survey control is available for this station.
 DR9233
 DR9233_MARKER: F = FLANGE-ENCASED ROD
 DR9233_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR9233+WITH SETTING: INFORMATION.
 DR9233_STAMPING: 872 5476 A 2023
 DR9233_MARK LOGO: FLDEP
 DR9233_PROJECTION: FLUSH
 DR9233_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9233_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9233+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2023
 DR9233_ROD/PIPE-DEPTH: 2.43 meters
 DR9233
 DR9233  HISTORY     - Date     Condition        Report By
 DR9233  HISTORY     - 20230620 MONUMENTED       FLDEP
 DR9233
 DR9233                          STATION DESCRIPTION
 DR9233
 DR9233'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9233'THE MARK IS LOCATED ABOUT 6.6 MI (10.6 KM) NORTHEAST OF CAPTIVA, 3.8
 DR9233'MI (6.1 KM) SOUTHWEST OF MATLACHA AND 1.5 MI (2.4 KM) SOUTH OF PINE
 DR9233'ISLAND CENTER.
 DR9233'
 DR9233'TO REACH FROM THE INTERSECTION OF BURNT STORE ROAD AND SW PINE ISLAND
 DR9233'ROAD (HIGHWAY 78), GO 5.46 MI (8.79 KM) WESTERLY, ALONG PINE ISLAND
 DR9233'ROAD, TO THE INTERSECTION WITH STRINGFELLOW ROAD, THEN GO 1.54 MI
 DR9233'(2.48 KM) SOUTHERLY TO THE JUNCTION WITH MARIA DRIVE, GO 0.6 MI (1.0
 DR9233'KM) WESTERLY, ALONG MARIA DRIVE, TO THE JUNCTION WITH THE DIRT
 DR9233'DRIVEWAY FOR 5863 MARIA DRIVE ON THE LEFT, GO 63 FT (19.2 M) DOWN THE
 DR9233'DRIVEWAY TO THE MARK ON THE RIGHT SIDE OF THE DRIVEWAY.
 DR9233'
 DR9233'IT IS 63 FT (19.2 M) SOUTHWEST OF MARIA DRIVE, 12.88 FT (3.9 M)
 DR9233'NORTHWEST OF THE CENTERLINE OF THE DIRT DRIVEWAY FOR 5863 MARIA DRIVE,
 DR9233'57 FT (17.4 M) SOUTH OF A POWER POLE AND 14 FT (4.3 M) NORTH OF THE
 DR9233'WEST.
 DR9233'
 DR9233'NOTE-MARK IS EQUIPPED WITH BAR MAGNET UNDER THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9234 ***********************************************************************
 DR9234  DESIGNATION -  872 5479 A
 DR9234  PID         -  DR9234
 DR9234  STATE/COUNTY-  FL/LEE
 DR9234  COUNTRY     -  US
 DR9234  USGS QUAD   -  CAPTIVA (2018)
 DR9234
 DR9234                         *CURRENT SURVEY CONTROL
 DR9234  ______________________________________________________________________
 DR9234* NAD 83(1986) POSITION- 26 35 34.83   (N) 082 07 33.94   (W)   HD_HELD1
 DR9234* NAVD 88 ORTHO HEIGHT -     0.397 (meters)        1.30  (feet) ADJUSTED
 DR9234  ______________________________________________________________________
 DR9234  GEOID HEIGHT    -        -23.674 (meters)                     GEOID18
 DR9234  DYNAMIC HEIGHT  -          0.396 (meters)        1.30  (feet) COMP
 DR9234  MODELED GRAVITY -    979,089.1   (mgal)                       NAVD 88
 DR9234
 DR9234  VERT ORDER      -  SECOND    CLASS I
 DR9234
 DR9234.The horizontal coordinates were determined by differentially corrected
 DR9234.hand held GPS observations or other comparable positioning techniques
 DR9234.and have an estimated accuracy of +/- 3 meters.
 DR9234
 DR9234.The orthometric height was determined by differential leveling and
 DR9234.adjusted by the NATIONAL GEODETIC SURVEY
 DR9234.in December 2023.
 DR9234
 DR9234.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9234.GEOID18 height accuracy estimate available here.
 DR9234
 DR9234.Click photographs - Photos may exist for this station.
 DR9234
 DR9234.The dynamic height is computed by dividing the NAVD 88
 DR9234.geopotential number by the normal gravity value computed on the
 DR9234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9234.degrees latitude (g = 980.6199 gals.).
 DR9234
 DR9234.The modeled gravity was interpolated from observed gravity values.
 DR9234
 DR9234;                    North         East    Units  Estimated Accuracy
 DR9234;SPC FL W     -   250,318.1     187,440.5     MT  (+/- 3 meters HH1 GPS) 
 DR9234
 DR9234_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8787041851(NAD 83)
 DR9234
 DR9234                          SUPERSEDED SURVEY CONTROL
 DR9234
 DR9234.No superseded survey control is available for this station.
 DR9234
 DR9234_MARKER: F = FLANGE-ENCASED ROD
 DR9234_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DR9234+WITH SETTING: INFORMATION.
 DR9234_STAMPING: 872 5479 A 2023
 DR9234_MARK LOGO: FLDEP
 DR9234_PROJECTION: FLUSH
 DR9234_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 DR9234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9234+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2023
 DR9234_ROD/PIPE-DEPTH: 2.43 meters
 DR9234
 DR9234  HISTORY     - Date     Condition        Report By
 DR9234  HISTORY     - 20230620 MONUMENTED       FLDEP
 DR9234
 DR9234                          STATION DESCRIPTION
 DR9234
 DR9234'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9234'THE MARK IS LOCATED ABOUT 6.3 MI (10.1 KM) NORTHEAST OF CAPTIVA, 4.2
 DR9234'MI (6.8 KM) SOUTHWEST OF MATLACHA AND 1.5 MI (2.4 KM) SOUTH-SOUTHWEST
 DR9234'OF PINE ISLAND CENTER.
 DR9234'
 DR9234'TO REACH FROM THE INTERSECTION OF BURNT STORE ROAD AND SW PINE ISLAND
 DR9234'ROAD (HIGHWAY 78), GO 5.46 MI (8.79 KM) WESTERLY, ALONG PINE ISLAND
 DR9234'ROAD, TO THE INTERSECTION WITH STRINGFELLOW ROAD, THEN GO 1.54 MI
 DR9234'(2.48 KM) SOUTHERLY TO THE JUNCTION WITH MARIA DRIVE, GO 1.0 MI (1.6
 DR9234'KM) WESTERLY, ALONG MARIA DRIVE, TO PINE ISLAND COMMERCIAL MARINA.
 DR9234'CONTINUE 85 FT (25.9 M) NORTHERLY ON MARIA DRIVE TO THE MARK ON THE
 DR9234'LEFT.
 DR9234'
 DR9234'IT IS 236.8 FT (72.2 M) NORTHEAST OF THE SOUTHEAST CORNER OF DOCK,
 DR9234'76.96 FT (23.5 M) NORTHWEST OF A POWER LINE POLE AND 13.86 FT (4.2 M)
 DR9234'SOUTHWEST OF THE CENTERLINE OF MARIA DRIVE.
 DR9234'
 DR9234'NOTE-MARK IS EQUIPPED WITH BAR MARGENT UNDER THE LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8713 ***********************************************************************
 DL8713  DESIGNATION -  872 5506 C
 DL8713  PID         -  DL8713
 DL8713  STATE/COUNTY-  FL/LEE
 DL8713  COUNTRY     -  US
 DL8713  USGS QUAD   -  MATLACHA (2018)
 DL8713
 DL8713                         *CURRENT SURVEY CONTROL
 DL8713  ______________________________________________________________________
 DL8713* NAD 83(1986) POSITION- 26 37 55.5    (N) 082 04 07.1    (W)   HD_HELD2
 DL8713* NAVD 88 ORTHO HEIGHT -     0.808 (meters)        2.65  (feet) ADJUSTED
 DL8713  ______________________________________________________________________
 DL8713  GEOID HEIGHT    -        -23.774 (meters)                     GEOID18
 DL8713  DYNAMIC HEIGHT  -          0.807 (meters)        2.65  (feet) COMP
 DL8713  MODELED GRAVITY -    979,089.9   (mgal)                       NAVD 88
 DL8713
 DL8713  VERT ORDER      -  FIRST     CLASS II
 DL8713
 DL8713.The horizontal coordinates were established by autonomous hand held GPS
 DL8713.observations and have an estimated accuracy of +/- 10 meters.
 DL8713
 DL8713.The orthometric height was determined by differential leveling and
 DL8713.adjusted by the NATIONAL GEODETIC SURVEY
 DL8713.in July 2010.
 DL8713
 DL8713.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8713.GEOID18 height accuracy estimate available here.
 DL8713
 DL8713.Click photographs - Photos may exist for this station.
 DL8713
 DL8713.The dynamic height is computed by dividing the NAVD 88
 DL8713.geopotential number by the normal gravity value computed on the
 DL8713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8713.degrees latitude (g = 980.6199 gals.).
 DL8713
 DL8713.The modeled gravity was interpolated from observed gravity values.
 DL8713
 DL8713;                    North         East    Units  Estimated Accuracy
 DL8713;SPC FL W     -   254,643.      193,166.      MT  (+/- 10 meters HH2 GPS)
 DL8713
 DL8713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9362846130(NAD 83)
 DL8713
 DL8713                          SUPERSEDED SURVEY CONTROL
 DL8713
 DL8713.No superseded survey control is available for this station.
 DL8713
 DL8713_STAMPING: 5506 C
 DL8713_MARK LOGO: FLSRD
 DL8713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL8713+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 DL8713
 DL8713  HISTORY     - Date     Condition        Report By
 DL8713  HISTORY     - UNK      MONUMENTED       FLDT
 DL8713  HISTORY     - 20081114 GOOD             FLDEP
 DL8713  HISTORY     - 20160117 MARK NOT FOUND   GEOCAC
 DL8713  HISTORY     - 20190713 MARK NOT FOUND   FLDEP
 DL8713  HISTORY     - 20200725 MARK NOT FOUND   T2UES
 DL8713
 DL8713                          STATION DESCRIPTION
 DL8713
 DL8713'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL8713'THE MARK IS ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF BOKEELIA, 3.3 MI (5.3
 DL8713'KM) EAST-NORTHEAST OF PINE ISLAND CENTER, 0.2 MI (0.3 KM) NORTHEAST OF
 DL8713'MATLACHA, IN SECTION 24, TOWNSHIP 44 SOUTH, RANGE 22 EAST.
 DL8713'
 DL8713'TO REACH THE MARK FROM THE INTERSECTION OF PINE ISLAND ROAD (COUNTY
 DL8713'ROAD 78) AND H. STRINGFELLOW ROAD (COUNTY ROAD 767) IN PINE ISLAND
 DL8713'CENTER, GO EAST ON PINE ISLAND ROAD (COUNTY ROAD 78) FOR 3.55 MI (5.7
 DL8713'KM) TO THE WEST END OF THE BRIDGE NUMBER 120050 1968 SPANNING MATLACHA
 DL8713'PASS.  THE MARK CAN ALSO BE REACHED FROM THE POST OFFICE IN MATLACHA,
 DL8713'GO EAST ON COUNTY ROAD 78 FOR 0.15 MI (0.2 KM) TO THE WEST END OF THE
 DL8713'BRIDGE NUMBER 120050 1968 SPANNING MATLACHA PASS AND THE MARK ON THE
 DL8713'LEFT, SET FLUSH IN THE TOP OF THE CONCRETE BULKHEAD AT THE SOUTHWEST
 DL8713'END OF THE BRIDGE AND ABOUT 7.0 FT (2.1 M) BELOW THE LEVEL OF COUNTY
 DL8713'ROAD 78.
 DL8713'
 DL8713'LOCATED 54.0 FT (16.5 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DL8713'COUNTY ROAD 78, 47.0 FT (14.3 M) NORTH-NORTHWEST OF THE NORTHWEST
 DL8713'CORNER OF THE BRIDGE ABUTMENT GUARD RAIL, 47.0 FT (14.3 M)
 DL8713'NORTH-NORTHWEST OF FLSRD BENCH MARK 5506 D, 29.5 FT (9.0 M) NORTHWEST
 DL8713'OF THE NORTHWEST FACE OF THE BRIDGE AND 2.5 FT (0.8 M) SOUTHEAST OF A
 DL8713'METAL GATE (WITH A NO TRESPASSING SIGN) ACROSS THE BULKHEAD.
 DL8713
 DL8713                          STATION RECOVERY (2016)
 DL8713
 DL8713'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 DL8713'THE BULKHEAD HAS BEEN REPLACED.
 DL8713
 DL8713                          STATION RECOVERY (2019)
 DL8713
 DL8713'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 DL8713'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 DL8713'REPLACED.
 DL8713
 DL8713                          STATION RECOVERY (2020)
 DL8713
 DL8713'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 DL8713'NOT RECOVERED, A NEW BULKHEAD HAS BEEN BUILT, MARK CONSIDERED
 DL8713'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9356 ***********************************************************************
 AG9356  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9356  DESIGNATION -  872 5506 D
 AG9356  PID         -  AG9356
 AG9356  STATE/COUNTY-  FL/LEE
 AG9356  COUNTRY     -  US
 AG9356  USGS QUAD   -  MATLACHA (2018)
 AG9356
 AG9356                         *CURRENT SURVEY CONTROL
 AG9356  ______________________________________________________________________
 AG9356* NAD 83(1986) POSITION- 26 37 55.0    (N) 082 04 07.2    (W)   HD_HELD2
 AG9356* NAVD 88 ORTHO HEIGHT -     3.152 (meters)       10.34  (feet) ADJUSTED
 AG9356  ______________________________________________________________________
 AG9356  GEOID HEIGHT    -        -23.774 (meters)                     GEOID18
 AG9356  DYNAMIC HEIGHT  -          3.147 (meters)       10.32  (feet) COMP
 AG9356  MODELED GRAVITY -    979,089.9   (mgal)                       NAVD 88
 AG9356
 AG9356  VERT ORDER      -  FIRST     CLASS II
 AG9356
 AG9356.The horizontal coordinates were established by autonomous hand held GPS
 AG9356.observations and have an estimated accuracy of +/- 10 meters.
 AG9356
 AG9356.The orthometric height was determined by differential leveling and
 AG9356.adjusted by the NATIONAL GEODETIC SURVEY
 AG9356.in July 2010.
 AG9356
 AG9356.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9356.GEOID18 height accuracy estimate available here.
 AG9356
 AG9356.This Tidal Bench Mark is designated as VM 7355
 AG9356.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9356
 AG9356.Click photographs - Photos may exist for this station.
 AG9356
 AG9356.The dynamic height is computed by dividing the NAVD 88
 AG9356.geopotential number by the normal gravity value computed on the
 AG9356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9356.degrees latitude (g = 980.6199 gals.).
 AG9356
 AG9356.The modeled gravity was interpolated from observed gravity values.
 AG9356
 AG9356;                    North         East    Units  Estimated Accuracy
 AG9356;SPC FL W     -   254,627.      193,163.      MT  (+/- 10 meters HH2 GPS)
 AG9356
 AG9356_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9362546115(NAD 83)
 AG9356
 AG9356                          SUPERSEDED SURVEY CONTROL
 AG9356
 AG9356  NAVD 88 (??/??/92)    3.165  (m)           10.38   (f) SUPERSEDED  3 0
 AG9356  NGVD 29 (09/01/92)    3.525  (m)           11.56   (f) ADJUSTED    2 1
 AG9356
 AG9356.Superseded values are not recommended for survey control.
 AG9356
 AG9356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9356.See file dsdata.pdf to determine how the superseded data were derived.
 AG9356
 AG9356_STAMPING: 5506 D
 AG9356_MARK LOGO: FLSRD
 AG9356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9356+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 AG9356
 AG9356  HISTORY     - Date     Condition        Report By
 AG9356  HISTORY     - UNK      MONUMENTED       FLDT
 AG9356  HISTORY     - 1984     GOOD             FLDNR
 AG9356  HISTORY     - 20081114 GOOD             FLDEP
 AG9356  HISTORY     - 20160117 MARK NOT FOUND   GEOCAC
 AG9356  HISTORY     - 20190713 MARK NOT FOUND   FLDEP
 AG9356  HISTORY     - 20200725 MARK NOT FOUND   T2UES
 AG9356
 AG9356                          STATION DESCRIPTION
 AG9356
 AG9356'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9356'IN MATLACHA.
 AG9356'THE MARK IS AT THE SOUTHWEST END OF THE MATLACHA PASS BRIDGE, SET IN
 AG9356'THE BRIDGE WALKWAY, 17.5 FEET NORTHWEST OF THE CENTERLINE OF STATE
 AG9356'ROAD 78, AND 3 FEET SOUTHEAST OF THE BRIDGE BANNISTER.
 AG9356
 AG9356                          STATION RECOVERY (2008)
 AG9356
 AG9356'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG9356'RECOVERED AS DESCRIBED.
 AG9356
 AG9356                          STATION RECOVERY (2016)
 AG9356
 AG9356'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AG9356'THE BRIDGE WALKWAY HAS BEEN REPLACED.
 AG9356
 AG9356                          STATION RECOVERY (2019)
 AG9356
 AG9356'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 AG9356'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AG9356'REPLACED.
 AG9356
 AG9356                          STATION RECOVERY (2020)
 AG9356
 AG9356'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AG9356'NOT RECOVERED, CONSIDERED DESTROYED AS A NEW BRIDGE AND WALKWAY WAS
 AG9356'BUILT AND OPENED IN 2012 REMOVING THE OLD BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9355 ***********************************************************************
 AG9355  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9355  DESIGNATION -  872 5506 E
 AG9355  PID         -  AG9355
 AG9355  STATE/COUNTY-  FL/LEE
 AG9355  COUNTRY     -  US
 AG9355  USGS QUAD   -  MATLACHA (2018)
 AG9355
 AG9355                         *CURRENT SURVEY CONTROL
 AG9355  ______________________________________________________________________
 AG9355* NAD 83(1986) POSITION- 26 37 58.2    (N) 082 04 04.3    (W)   HD_HELD2
 AG9355* NAVD 88 ORTHO HEIGHT -     5.599 (meters)       18.37  (feet) ADJUSTED
 AG9355  ______________________________________________________________________
 AG9355  GEOID HEIGHT    -        -23.775 (meters)                     GEOID18
 AG9355  DYNAMIC HEIGHT  -          5.591 (meters)       18.34  (feet) COMP
 AG9355  MODELED GRAVITY -    979,089.9   (mgal)                       NAVD 88
 AG9355
 AG9355  VERT ORDER      -  FIRST     CLASS II
 AG9355
 AG9355.The horizontal coordinates were established by autonomous hand held GPS
 AG9355.observations and have an estimated accuracy of +/- 10 meters.
 AG9355
 AG9355.The orthometric height was determined by differential leveling and
 AG9355.adjusted by the NATIONAL GEODETIC SURVEY
 AG9355.in July 2010.
 AG9355
 AG9355.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9355.GEOID18 height accuracy estimate available here.
 AG9355
 AG9355.This Tidal Bench Mark is designated as VM 7356
 AG9355.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9355
 AG9355.Click photographs - Photos may exist for this station.
 AG9355
 AG9355.The dynamic height is computed by dividing the NAVD 88
 AG9355.geopotential number by the normal gravity value computed on the
 AG9355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9355.degrees latitude (g = 980.6199 gals.).
 AG9355
 AG9355.The modeled gravity was interpolated from observed gravity values.
 AG9355
 AG9355;                    North         East    Units  Estimated Accuracy
 AG9355;SPC FL W     -   254,726.      193,243.      MT  (+/- 10 meters HH2 GPS)
 AG9355
 AG9355_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9370646213(NAD 83)
 AG9355
 AG9355                          SUPERSEDED SURVEY CONTROL
 AG9355
 AG9355  NAVD 88 (??/??/92)    5.609  (m)           18.40   (f) SUPERSEDED  3 0
 AG9355  NGVD 29 (09/01/92)    5.967  (m)           19.58   (f) ADJUSTED    2 1
 AG9355
 AG9355.Superseded values are not recommended for survey control.
 AG9355
 AG9355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9355.See file dsdata.pdf to determine how the superseded data were derived.
 AG9355
 AG9355_STAMPING: 5506 E
 AG9355_MARK LOGO: FLSRD
 AG9355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9355+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 AG9355
 AG9355  HISTORY     - Date     Condition        Report By
 AG9355  HISTORY     - UNK      MONUMENTED       FLDT
 AG9355  HISTORY     - 1984     GOOD             FLDNR
 AG9355  HISTORY     - 20081114 GOOD             FLDEP
 AG9355  HISTORY     - 20160117 MARK NOT FOUND   GEOCAC
 AG9355  HISTORY     - 20190713 MARK NOT FOUND   FLDEP
 AG9355  HISTORY     - 20200725 MARK NOT FOUND   T2UES
 AG9355
 AG9355                          STATION DESCRIPTION
 AG9355
 AG9355'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9355'IN MATLACHA.
 AG9355'THE MARK IS SET IN THE WALKWAY OF THE MATLACHA PASS BRIDGE, 20 FEET
 AG9355'NORTHEAST OF THE NORTHEAST END OF THE DRAWBRIDGE, 14 FEET NORTHWEST
 AG9355'OF THE CENTERLINE OF THE BRIDGE, AND 17 FEET NORTHEAST OF THE EAST
 AG9355'CORNER OF THE BRIDGE TENDER HOUSE.
 AG9355'THE MARK IS 1 FT ABOVE PAVEMENT.
 AG9355
 AG9355                          STATION RECOVERY (2008)
 AG9355
 AG9355'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG9355'RECOVERED AS DESCRIBED.
 AG9355
 AG9355                          STATION RECOVERY (2016)
 AG9355
 AG9355'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AG9355'THE BRIDGE WALKWAY HAS BEEN REPLACED.
 AG9355
 AG9355                          STATION RECOVERY (2019)
 AG9355
 AG9355'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 AG9355'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AG9355'REPLACED.
 AG9355
 AG9355                          STATION RECOVERY (2020)
 AG9355
 AG9355'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AG9355'NOT RECOVERED, CONSIDERED DESTROYED AS A NEW BRIDGE AND WALKWAY WAS
 AG9355'BUILT AND OPENED IN 2012 REMOVING THE OLD BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9354 ***********************************************************************
 AG9354  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9354  DESIGNATION -  872 5506 F
 AG9354  PID         -  AG9354
 AG9354  STATE/COUNTY-  FL/LEE
 AG9354  COUNTRY     -  US
 AG9354  USGS QUAD   -  MATLACHA (2018)
 AG9354
 AG9354                         *CURRENT SURVEY CONTROL
 AG9354  ______________________________________________________________________
 AG9354* NAD 83(1986) POSITION- 26 38 00.6    (N) 082 04 02.5    (W)   HD_HELD2
 AG9354* NAVD 88 ORTHO HEIGHT -     0.793 (meters)        2.60  (feet) ADJUSTED
 AG9354  ______________________________________________________________________
 AG9354  GEOID HEIGHT    -        -23.777 (meters)                     GEOID18
 AG9354  DYNAMIC HEIGHT  -          0.792 (meters)        2.60  (feet) COMP
 AG9354  MODELED GRAVITY -    979,090.0   (mgal)                       NAVD 88
 AG9354
 AG9354  VERT ORDER      -  FIRST     CLASS II
 AG9354
 AG9354.The horizontal coordinates were established by autonomous hand held GPS
 AG9354.observations and have an estimated accuracy of +/- 10 meters.
 AG9354
 AG9354.The orthometric height was determined by differential leveling and
 AG9354.adjusted by the NATIONAL GEODETIC SURVEY
 AG9354.in July 2010.
 AG9354
 AG9354.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9354.GEOID18 height accuracy estimate available here.
 AG9354
 AG9354.This Tidal Bench Mark is designated as VM 7357
 AG9354.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9354
 AG9354.Click photographs - Photos may exist for this station.
 AG9354
 AG9354.The dynamic height is computed by dividing the NAVD 88
 AG9354.geopotential number by the normal gravity value computed on the
 AG9354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9354.degrees latitude (g = 980.6199 gals.).
 AG9354
 AG9354.The modeled gravity was interpolated from observed gravity values.
 AG9354
 AG9354;                    North         East    Units  Estimated Accuracy
 AG9354;SPC FL W     -   254,800.      193,293.      MT  (+/- 10 meters HH2 GPS)
 AG9354
 AG9354_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9375646286(NAD 83)
 AG9354
 AG9354                          SUPERSEDED SURVEY CONTROL
 AG9354
 AG9354  NAVD 88 (??/??/92)    0.830  (m)            2.72   (f) SUPERSEDED  3 0
 AG9354  NGVD 29 (09/01/92)    1.187  (m)            3.89   (f) ADJUSTED    2 1
 AG9354
 AG9354.Superseded values are not recommended for survey control.
 AG9354
 AG9354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9354.See file dsdata.pdf to determine how the superseded data were derived.
 AG9354
 AG9354_STAMPING: 5506 F
 AG9354_MARK LOGO: FLSRD
 AG9354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9354+SATELLITE: SATELLITE OBSERVATIONS - November 14, 2008
 AG9354
 AG9354  HISTORY     - Date     Condition        Report By
 AG9354  HISTORY     - UNK      MONUMENTED       FLDT
 AG9354  HISTORY     - 1984     GOOD             FLDNR
 AG9354  HISTORY     - 20081114 GOOD             FLDEP
 AG9354  HISTORY     - 20190713 MARK NOT FOUND   FLDEP
 AG9354  HISTORY     - 20200725 MARK NOT FOUND   T2UES
 AG9354
 AG9354                          STATION DESCRIPTION
 AG9354
 AG9354'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9354'IN MATLACHA.
 AG9354'THE MARK IS SET IN THE BULKHEAD AT THE NORTHEAST END OF THE BRIDGE
 AG9354'OVER MATLACHA PASS, 35 FEET NORTHWEST OF THE NORTHWEST EDGE OF THE
 AG9354'BRIDGE, 62 FEET SOUTHWEST OF THE NORTHEAST END OF THE BULKHEAD, AND
 AG9354'IS BELOW THE ROAD SURFACE.
 AG9354
 AG9354                          STATION RECOVERY (2008)
 AG9354
 AG9354'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG9354'RECOVERED AS DESCRIBED.
 AG9354
 AG9354                          STATION RECOVERY (2019)
 AG9354
 AG9354'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 AG9354'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AG9354'REPLACED.
 AG9354
 AG9354                          STATION RECOVERY (2020)
 AG9354
 AG9354'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AG9354'NOT RECOVERED, CONSIDERED DESTROYED AS A NEW BRIDGE AND WALKWAY WAS
 AG9354'BUILT AND OPENED IN 2012 REMOVING THE OLD BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6576 ***********************************************************************
 DR6576  TIDAL BM    -  This is a Tidal Bench Mark.
 DR6576  DESIGNATION -  872 5506 G
 DR6576  PID         -  DR6576
 DR6576  STATE/COUNTY-  FL/LEE
 DR6576  COUNTRY     -  US
 DR6576  USGS QUAD   -  MATLACHA (2018)
 DR6576
 DR6576                         *CURRENT SURVEY CONTROL
 DR6576  ______________________________________________________________________
 DR6576* NAD 83(1986) POSITION- 26 38 00.57   (N) 082 04 02.45   (W)   HD_HELD1
 DR6576* NAVD 88 ORTHO HEIGHT -     0.774 (meters)        2.54  (feet) ADJUSTED
 DR6576  ______________________________________________________________________
 DR6576  GEOID HEIGHT    -        -23.777 (meters)                     GEOID18
 DR6576  DYNAMIC HEIGHT  -          0.773 (meters)        2.54  (feet) COMP
 DR6576  MODELED GRAVITY -    979,089.9   (mgal)                       NAVD 88
 DR6576
 DR6576  VERT ORDER      -  SECOND    CLASS I
 DR6576
 DR6576.The horizontal coordinates were determined by differentially corrected
 DR6576.hand held GPS observations or other comparable positioning techniques
 DR6576.and have an estimated accuracy of +/- 3 meters.
 DR6576
 DR6576.The orthometric height was determined by differential leveling and
 DR6576.adjusted by the NATIONAL GEODETIC SURVEY
 DR6576.in March 2021.
 DR6576
 DR6576.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6576.GEOID18 height accuracy estimate available here.
 DR6576
 DR6576.This Tidal Bench Mark is designated as VM 24353
 DR6576.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR6576
 DR6576.Click photographs - Photos may exist for this station.
 DR6576
 DR6576.The dynamic height is computed by dividing the NAVD 88
 DR6576.geopotential number by the normal gravity value computed on the
 DR6576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6576.degrees latitude (g = 980.6199 gals.).
 DR6576
 DR6576.The modeled gravity was interpolated from observed gravity values.
 DR6576
 DR6576;                    North         East    Units  Estimated Accuracy
 DR6576;SPC FL W     -   254,798.8     193,294.3     MT  (+/- 3 meters HH1 GPS) 
 DR6576
 DR6576_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9375846285(NAD 83)
 DR6576
 DR6576                          SUPERSEDED SURVEY CONTROL
 DR6576
 DR6576.No superseded survey control is available for this station.
 DR6576
 DR6576_MARKER: F = FLANGE-ENCASED ROD
 DR6576_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR6576_STAMPING: 5506 G 2020
 DR6576_MARK LOGO: T2UES
 DR6576_PROJECTION: RECESSED 12 CENTIMETERS
 DR6576_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6576_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6576+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2023
 DR6576_ROD/PIPE-DEPTH: 15.3 meters
 DR6576
 DR6576  HISTORY     - Date     Condition        Report By
 DR6576  HISTORY     - 20201221 MONUMENTED       T2UES
 DR6576  HISTORY     - 20230424 GOOD             FGLDSV
 DR6576
 DR6576                          STATION DESCRIPTION
 DR6576
 DR6576'DESCRIBED BY T2 UES, INC. 2020 (SU)
 DR6576'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF BOKEELIA, 3.4
 DR6576'MI (5.5 KM) EAST-NORTHEAST OF PINE ISLAND CENTER AND IN THE TOWN OF
 DR6576'MATLACHA, FL.
 DR6576'
 DR6576'TO REACH THE STATION FROM THE INTERSECTION OF PINE ISLAND ROAD AND
 DR6576'STRINGFELLOW ROAD IN PINE ISLAND CENTER, GO EAST ON PINE ISLAND ROAD
 DR6576'FOR 3.60 MI (5.79 KM) TO THE NORTHEAST LINE OF BRIDGE OVER MATLACHA
 DR6576'PASS, THE MARK IS ON THE LEFT A STAINLESS STEEL DEEP ROD.
 DR6576'
 DR6576'THE STATION IS 59.0 FT (18.0 M) SOUTHWEST OF THE NORTHEAST CORNER OF
 DR6576'THE SEA WALL, 40.2 FT (12.3 M) NORTHWEST OF THE NORTHWEST END OF THE
 DR6576'NORTHEAST BRIDGE ABUTMENT OF BRIDGE OVER MATLACHA PASS, 4.90 FT (1.5
 DR6576'M) NORTH OF AN 8 INCH W00D BIRD NEST POLE, 4.45 FT (1.4 M) EAST OF A
 DR6576'SEAWALL AND 1.95 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST.
 DR6576'
 DR6576'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
 DR6576
 DR6576                          STATION RECOVERY (2023)
 DR6576
 DR6576'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2023 (JKI)
 DR6576'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6577 ***********************************************************************
 DR6577  TIDAL BM    -  This is a Tidal Bench Mark.
 DR6577  DESIGNATION -  872 5506 H
 DR6577  PID         -  DR6577
 DR6577  STATE/COUNTY-  FL/LEE
 DR6577  COUNTRY     -  US
 DR6577  USGS QUAD   -  MATLACHA (2018)
 DR6577
 DR6577                         *CURRENT SURVEY CONTROL
 DR6577  ______________________________________________________________________
 DR6577* NAD 83(1986) POSITION- 26 38 00.23   (N) 082 04 01.98   (W)   HD_HELD1
 DR6577* NAVD 88 ORTHO HEIGHT -     2.635 (meters)        8.65  (feet) ADJUSTED
 DR6577  ______________________________________________________________________
 DR6577  GEOID HEIGHT    -        -23.777 (meters)                     GEOID18
 DR6577  DYNAMIC HEIGHT  -          2.631 (meters)        8.63  (feet) COMP
 DR6577  MODELED GRAVITY -    979,089.9   (mgal)                       NAVD 88
 DR6577
 DR6577  VERT ORDER      -  SECOND    CLASS I
 DR6577
 DR6577.The horizontal coordinates were determined by differentially corrected
 DR6577.hand held GPS observations or other comparable positioning techniques
 DR6577.and have an estimated accuracy of +/- 3 meters.
 DR6577
 DR6577.The orthometric height was determined by differential leveling and
 DR6577.adjusted by the NATIONAL GEODETIC SURVEY
 DR6577.in March 2021.
 DR6577
 DR6577.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6577.GEOID18 height accuracy estimate available here.
 DR6577
 DR6577.This Tidal Bench Mark is designated as VM 24351
 DR6577.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR6577
 DR6577.Click photographs - Photos may exist for this station.
 DR6577
 DR6577.The dynamic height is computed by dividing the NAVD 88
 DR6577.geopotential number by the normal gravity value computed on the
 DR6577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6577.degrees latitude (g = 980.6199 gals.).
 DR6577
 DR6577.The modeled gravity was interpolated from observed gravity values.
 DR6577
 DR6577;                    North         East    Units  Estimated Accuracy
 DR6577;SPC FL W     -   254,788.4     193,307.3     MT  (+/- 3 meters HH1 GPS) 
 DR6577
 DR6577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9377146275(NAD 83)
 DR6577
 DR6577                          SUPERSEDED SURVEY CONTROL
 DR6577
 DR6577.No superseded survey control is available for this station.
 DR6577
 DR6577_MARKER: DD = SURVEY DISK
 DR6577_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR6577_SP_SET: BRIDGE GUARD RAIL
 DR6577_STAMPING: 5506 H 2020
 DR6577_MARK LOGO: FLDT
 DR6577_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6577_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6577+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2023
 DR6577
 DR6577  HISTORY     - Date     Condition        Report By
 DR6577  HISTORY     - UNK      MONUMENTED       FLDT
 DR6577  HISTORY     - 20201221 GOOD             T2UES
 DR6577  HISTORY     - 20230110 GOOD             AIMENG
 DR6577  HISTORY     - 20230915 GOOD             FLDEP
 DR6577
 DR6577                          STATION DESCRIPTION
 DR6577
 DR6577'DESCRIBED BY T2 UES, INC. 2020 (SU)
 DR6577'THE MARK IS LOCATED ABOUT 7.5 MI (12.1 KM) SOUTHEAST OF BOKEELIA, 3.5
 DR6577'MI (5.6 KM) EAST-NORTHEAST OF PINE ISLAND CENTER AND IN THE TOWN OF
 DR6577'MATLACHA, FL.  OWNERSHIP IS THE FLORIDA DEPARTMENT OF TRANSPORTATION.
 DR6577'
 DR6577'TO REACH THE STATION FROM THE INTERSECTION OF PINE ISLAND ROAD AND
 DR6577'STRINGFELLOW ROAD IN PINE ISLAND CENTER, GO EAST ON PINE ISLAND ROAD
 DR6577'3.60 MI (5.79 KM) TO THE NORTHEAST END OF THE BRIDGE OVER MATLACHA
 DR6577'PASS, THE STATION IS A FLDT DISK ON THE LEFT SET IN THE TOP OF AND AT
 DR6577'THE NORTHEAST END OF THE BRIDGE CONCRETE GUARD RAIL.
 DR6577'
 DR6577'THE STATION IS 23.0 FT (7.0 M) SOUTHWEST OF THE CENTER OF A CATCH
 DR6577'BASIN, 17.0 FT (5.2 M) NORTHWEST OF THE CENTERLINE OF PINE ISLAND
 DR6577'ROAD, 12.4 FT (3.8 M) SOUTH OF A METAL LIGHT POLE AND 12.20 FT (3.7 M)
 DR6577'SOUTHWEST OF THE THE NORTHWEST CORNER OF THE NORTHEAST BRIDGE
 DR6577'ABUTMENT.
 DR6577
 DR6577                          STATION RECOVERY (2023)
 DR6577
 DR6577'RECOVERY NOTE BY AIM ENGINEERING AND SURVEYING 2023 (DT)
 DR6577'RECOVERED IN GOOD CONDITION.
 DR6577
 DR6577                          STATION RECOVERY (2023)
 DR6577
 DR6577'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (DMP)
 DR6577'RECOVERED IN GOOD CONDITION.
 DR6577'
 DR6577'NOTE-THE FOLLOWING CHANGES, METAL LIGHT POLE IS DOWN BUT CONCRETE BASE
 DR6577'STILL IN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6578 ***********************************************************************
 DR6578  TIDAL BM    -  This is a Tidal Bench Mark.
 DR6578  DESIGNATION -  872 5506 J
 DR6578  PID         -  DR6578
 DR6578  STATE/COUNTY-  FL/LEE
 DR6578  COUNTRY     -  US
 DR6578  USGS QUAD   -  MATLACHA (2018)
 DR6578
 DR6578                         *CURRENT SURVEY CONTROL
 DR6578  ______________________________________________________________________
 DR6578* NAD 83(1986) POSITION- 26 37 54.59   (N) 082 04 06.54   (W)   HD_HELD1
 DR6578* NAVD 88 ORTHO HEIGHT -     2.630 (meters)        8.63  (feet) ADJUSTED
 DR6578  ______________________________________________________________________
 DR6578  GEOID HEIGHT    -        -23.774 (meters)                     GEOID18
 DR6578  DYNAMIC HEIGHT  -          2.625 (meters)        8.61  (feet) COMP
 DR6578  MODELED GRAVITY -    979,089.8   (mgal)                       NAVD 88
 DR6578
 DR6578  VERT ORDER      -  SECOND    CLASS I
 DR6578
 DR6578.The horizontal coordinates were determined by differentially corrected
 DR6578.hand held GPS observations or other comparable positioning techniques
 DR6578.and have an estimated accuracy of +/- 3 meters.
 DR6578
 DR6578.The orthometric height was determined by differential leveling and
 DR6578.adjusted by the NATIONAL GEODETIC SURVEY
 DR6578.in March 2021.
 DR6578
 DR6578.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6578.GEOID18 height accuracy estimate available here.
 DR6578
 DR6578.This Tidal Bench Mark is designated as VM 24352
 DR6578.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DR6578
 DR6578.Click photographs - Photos may exist for this station.
 DR6578
 DR6578.The dynamic height is computed by dividing the NAVD 88
 DR6578.geopotential number by the normal gravity value computed on the
 DR6578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6578.degrees latitude (g = 980.6199 gals.).
 DR6578
 DR6578.The modeled gravity was interpolated from observed gravity values.
 DR6578
 DR6578;                    North         East    Units  Estimated Accuracy
 DR6578;SPC FL W     -   254,614.9     193,181.1     MT  (+/- 3 meters HH1 GPS) 
 DR6578
 DR6578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9364346102(NAD 83)
 DR6578
 DR6578                          SUPERSEDED SURVEY CONTROL
 DR6578
 DR6578.No superseded survey control is available for this station.
 DR6578
 DR6578_MARKER: DD = SURVEY DISK
 DR6578_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DR6578_SP_SET: BRIDGE GUARD RAIL
 DR6578_STAMPING: 5506 J 2020
 DR6578_MARK LOGO: FLDT
 DR6578_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6578_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6578+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2023
 DR6578
 DR6578  HISTORY     - Date     Condition        Report By
 DR6578  HISTORY     - UNK      MONUMENTED       FLDT
 DR6578  HISTORY     - 20201221 GOOD             T2UES
 DR6578  HISTORY     - 20230110 GOOD             AIMENG
 DR6578  HISTORY     - 20230915 GOOD             FLDEP
 DR6578
 DR6578                          STATION DESCRIPTION
 DR6578
 DR6578'DESCRIBED BY T2 UES, INC. 2020 (SU)
 DR6578'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHEAST OF BOKEELIA, 3.3
 DR6578'MI (5.3 KM) EAST-NORTHEAST OF PINE ISLAND CENTER AND IN THE TOWN OF
 DR6578'MATLACHA, FL.
 DR6578'
 DR6578'TO REACH THE STATION FROM THE INTERSECTION OF PINE ISLAND ROAD AND
 DR6578'STRINGFELLOW ROAD IN PINE ISLAND CENTER, GO EAST ON PINE ISLAND ROAD
 DR6578'FOR 3.50 MI (5.63 KM) TO THE SOUTH WEST END OF BRIDGE OVER MATLACHA
 DR6578'PASS AND THE MARK ON THE RIGHT, A FLDT DISK SET ON TOP OF THE CONCRETE
 DR6578'BRIDGE GUARDRAIL AT THE SOUTHEAST CORNER OF THE BRIDGE.
 DR6578'
 DR6578'THE STATION IS 47.0 FT (14.3 M) NORTHEAST OF THE CENTER OF A CATCH
 DR6578'BASIN, 20.5 FT (6.2 M) NORTHWEST OF THE CORNER OF A SEAWALL, 17.0 FT
 DR6578'(5.2 M) SOUTHEAST OF THE CENTERLINE OF PINE ISLAND ROAD AND 11.8 FT
 DR6578'(3.6 M) NORTH OF THE CORNER OF THE BRIDGE ABUTMENT.
 DR6578
 DR6578                          STATION RECOVERY (2023)
 DR6578
 DR6578'RECOVERY NOTE BY AIM ENGINEERING AND SURVEYING 2023 (DT)
 DR6578'RECOVERED IN GOOD CONDITION.
 DR6578
 DR6578                          STATION RECOVERY (2023)
 DR6578
 DR6578'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (DMP)
 DR6578'RECOVER AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9382 ***********************************************************************
 DR9382  DESIGNATION -  872 5506 K
 DR9382  PID         -  DR9382
 DR9382  STATE/COUNTY-  FL/LEE
 DR9382  COUNTRY     -  US
 DR9382  USGS QUAD   -  MATLACHA (2018)
 DR9382
 DR9382                         *CURRENT SURVEY CONTROL
 DR9382  ______________________________________________________________________
 DR9382* NAD 83(1986) POSITION- 26 37 42.38   (N) 082 04 11.10   (W)   HD_HELD1
 DR9382* NAVD 88 ORTHO HEIGHT -     1.249 (meters)        4.10  (feet) ADJUSTED
 DR9382  ______________________________________________________________________
 DR9382  GEOID HEIGHT    -        -23.769 (meters)                     GEOID18
 DR9382  DYNAMIC HEIGHT  -          1.247 (meters)        4.09  (feet) COMP
 DR9382  MODELED GRAVITY -    979,089.6   (mgal)                       NAVD 88
 DR9382
 DR9382  VERT ORDER      -  SECOND    CLASS I
 DR9382
 DR9382.The horizontal coordinates were determined by differentially corrected
 DR9382.hand held GPS observations or other comparable positioning techniques
 DR9382.and have an estimated accuracy of +/- 3 meters.
 DR9382
 DR9382.The orthometric height was determined by differential leveling and
 DR9382.adjusted by the NATIONAL GEODETIC SURVEY
 DR9382.in January 2024.
 DR9382
 DR9382.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9382.GEOID18 height accuracy estimate available here.
 DR9382
 DR9382.Click photographs - Photos may exist for this station.
 DR9382
 DR9382.The dynamic height is computed by dividing the NAVD 88
 DR9382.geopotential number by the normal gravity value computed on the
 DR9382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9382.degrees latitude (g = 980.6199 gals.).
 DR9382
 DR9382.The modeled gravity was interpolated from observed gravity values.
 DR9382
 DR9382;                    North         East    Units  Estimated Accuracy
 DR9382;SPC FL W     -   254,239.2     193,054.8     MT  (+/- 3 meters HH1 GPS) 
 DR9382
 DR9382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9351445728(NAD 83)
 DR9382
 DR9382                          SUPERSEDED SURVEY CONTROL
 DR9382
 DR9382.No superseded survey control is available for this station.
 DR9382
 DR9382_MARKER: F = FLANGE-ENCASED ROD
 DR9382_SETTING: 48 = GALVANIZED STEEL ROD W/O SLEEVE (1O FT.+)
 DR9382_STAMPING: 5506 K 2023
 DR9382_MARK LOGO: FLDEP
 DR9382_PROJECTION: PROJECTING 9 CENTIMETERS
 DR9382_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9382+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2023
 DR9382_ROD/PIPE-DEPTH: 8.83 meters
 DR9382
 DR9382  HISTORY     - Date     Condition        Report By
 DR9382  HISTORY     - 20230912 MONUMENTED       FLDEP
 DR9382
 DR9382                          STATION DESCRIPTION
 DR9382
 DR9382'DESCRIBED BY FL DEPT OF ENV PRO 2023 (DMP)
 DR9382'THE MARK IS LOCATED ABOUT 7.7 MI (12.4 KM) SOUTHEAST OF BOKEELIA, 3.2
 DR9382'MI (5.1 KM) EAST-NORTHEAST OF PINE ISLAND CENTER AND IN THE TOWN OF
 DR9382'MATLACHA, FL.
 DR9382'
 DR9382'TO REACH THE MARK FROM THE INTERSECTION OF PINE ISLAND ROAD (COUNTY
 DR9382'ROAD 78) AND H. STRINGFELLOW ROAD (COUNTY ROAD 767) IN PINE ISLAND
 DR9382'CENTER, GO EAST ON PINE ISLAND ROAD (COUNTY ROAD 78) FOR 3.2 MI (5.1
 DR9382'KM) TO THE INTERSECTION OF MATLACHA PARK ROAD.  TURN RIGHT INTO MAT
 DR9382'PARK AND GO FOR 0.9 MI (1.4 KM) AND THE MARK ON THE RIGHT NEXT TO A
 DR9382'BASKETBALL COURT.
 DR9382'
 DR9382'IT IS 61.5 FT (18.7 M) SOUTH-SOUTHEAST OF A GATE, 28.4 FT (8.7 M)
 DR9382'SOUTHWEST OF THE SOUTHWEST CORNER OF A RESTROOM BLOCK BUILDING, 27.5
 DR9382'FT (8.4 M) SOUTHEAST OF EDGE OF LEE COUNTY WASTE WATER UTILITIES PUMP,
 DR9382'19.9 FT (6.1 M) SOUTHWEST OF THE CENTERLINE OF MATLACHA PASS, 12.6 FT
 DR9382'(3.8 M) NORTH OF EDGE OF SIDEWALK AND 11.1 FT (3.4 M) NORTHEAST OF
 DR9382'EDGE OF BASKETBALL COURT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1604 ***********************************************************************
 AG1604  DESIGNATION -  872 5506 TIDAL 01
 AG1604  PID         -  AG1604
 AG1604  STATE/COUNTY-  FL/LEE
 AG1604  COUNTRY     -  US
 AG1604  USGS QUAD   -  MATLACHA (2018)
 AG1604
 AG1604                         *CURRENT SURVEY CONTROL
 AG1604  ______________________________________________________________________
 AG1604* NAD 83(1986) POSITION- 26 37 54.     (N) 082 04 06.     (W)   SCALED
 AG1604* NAVD 88 ORTHO HEIGHT -     1.728 (meters)        5.67  (feet) ADJUSTED
 AG1604  ______________________________________________________________________
 AG1604  GEOID HEIGHT    -        -23.774 (meters)                     GEOID18
 AG1604  DYNAMIC HEIGHT  -          1.725 (meters)        5.66  (feet) COMP
 AG1604  MODELED GRAVITY -    979,089.9   (mgal)                       NAVD 88
 AG1604
 AG1604  VERT ORDER      -  FIRST     CLASS I
 AG1604
 AG1604.The horizontal coordinates were scaled from a map and have
 AG1604.an estimated accuracy of +/- 6 seconds.
 AG1604
 AG1604.The orthometric height was determined by differential leveling and
 AG1604.adjusted by the NATIONAL GEODETIC SURVEY
 AG1604.in June 1991.
 AG1604
 AG1604.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1604.GEOID18 height accuracy estimate available here.
 AG1604
 AG1604.Click photographs - Photos may exist for this station.
 AG1604
 AG1604.The dynamic height is computed by dividing the NAVD 88
 AG1604.geopotential number by the normal gravity value computed on the
 AG1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1604.degrees latitude (g = 980.6199 gals.).
 AG1604
 AG1604.The modeled gravity was interpolated from observed gravity values.
 AG1604
 AG1604;                    North         East    Units  Estimated Accuracy
 AG1604;SPC FL W     -   254,600.      193,200.      MT  (+/- 180 meters Scaled)
 AG1604
 AG1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK936460(NAD 83)
 AG1604
 AG1604                          SUPERSEDED SURVEY CONTROL
 AG1604
 AG1604  NGVD 29 (??/??/92)    2.09   (m)            6.9    (f) COMPUTED    1 1
 AG1604
 AG1604.Superseded values are not recommended for survey control.
 AG1604
 AG1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1604.See file dsdata.pdf to determine how the superseded data were derived.
 AG1604
 AG1604_MARKER: DB = BENCH MARK DISK
 AG1604_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG1604_SP_SET: BRIDGE
 AG1604_STAMPING: BM 01 1956
 AG1604_MARK LOGO: CGS
 AG1604_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG1604
 AG1604  HISTORY     - Date     Condition        Report By
 AG1604  HISTORY     - 1956     MONUMENTED       CGS
 AG1604  HISTORY     - 1965     GOOD             CGS
 AG1604  HISTORY     - 1965     GOOD             CGS
 AG1604  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 AG1604  HISTORY     - 20190713 MARK NOT FOUND   FLDEP
 AG1604  HISTORY     - 20200725 MARK NOT FOUND   T2UES
 AG1604
 AG1604                          STATION DESCRIPTION
 AG1604
 AG1604'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1604'AT MATLACHA.
 AG1604'AT MATLACHA, ABOUT 0.25 MILE NORTHEAST ALONG STATE HIGHWAY 78
 AG1604'FROM THE POST OFFICE, SET IN THE TOP AND AT THE WEST CORNER
 AG1604'OF A 3 FOOT PROTRUDING BRIDGE SUPPORT ON THE NORTHWEST SIDE
 AG1604'OF THE CONCRETE BASE OF THE DRAW PORTION OF THE BRIDGE OVER
 AG1604'MATLACHA PASS, AND ABOUT 5 FEET BELOW THE BRIDGE FLOOR.
 AG1604
 AG1604                          STATION RECOVERY (1965)
 AG1604
 AG1604'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AG1604'RECOVERED IN GOOD CONDITION.
 AG1604
 AG1604                          STATION RECOVERY (1982)
 AG1604
 AG1604'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 AG1604'MARK NOT FOUND.
 AG1604
 AG1604                          STATION RECOVERY (2019)
 AG1604
 AG1604'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 AG1604'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AG1604'REPLACED.
 AG1604
 AG1604                          STATION RECOVERY (2020)
 AG1604
 AG1604'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AG1604'NOT RECOVERED.
 AG1604'
 AG1604'NOTE-CONSIDERED DESTROYED AS A NEW BRIDGE WAS BUILT AND OPENED IN 2012
 AG1604'REMOVING THE OLD BRIDGE.  NO SUPPORT WAS FOUND PROTRUDING FROM THE
 AG1604'NORTHWEST CORNER OF THE DRAW BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1600 ***********************************************************************
 AG1600  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1600  DESIGNATION -  872 5506 TIDAL 4
 AG1600  PID         -  AG1600
 AG1600  STATE/COUNTY-  FL/LEE
 AG1600  COUNTRY     -  US
 AG1600  USGS QUAD   -  MATLACHA (2018)
 AG1600
 AG1600                         *CURRENT SURVEY CONTROL
 AG1600  ______________________________________________________________________
 AG1600* NAD 83(1986) POSITION- 26 37 55.     (N) 082 04 05.     (W)   SCALED
 AG1600* NAVD 88 ORTHO HEIGHT -     0.497 (meters)        1.63  (feet) ADJUSTED
 AG1600  ______________________________________________________________________
 AG1600  GEOID HEIGHT    -        -23.774 (meters)                     GEOID18
 AG1600  DYNAMIC HEIGHT  -          0.496 (meters)        1.63  (feet) COMP
 AG1600  MODELED GRAVITY -    979,089.9   (mgal)                       NAVD 88
 AG1600
 AG1600  VERT ORDER      -  FIRST     CLASS I
 AG1600
 AG1600.The horizontal coordinates were scaled from a map and have
 AG1600.an estimated accuracy of +/- 6 seconds.
 AG1600
 AG1600.The orthometric height was determined by differential leveling and
 AG1600.adjusted by the NATIONAL GEODETIC SURVEY
 AG1600.in June 1991.
 AG1600
 AG1600.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1600.GEOID18 height accuracy estimate available here.
 AG1600
 AG1600.This Tidal Bench Mark is designated as VM 7358
 AG1600.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1600
 AG1600.Click photographs - Photos may exist for this station.
 AG1600
 AG1600.The dynamic height is computed by dividing the NAVD 88
 AG1600.geopotential number by the normal gravity value computed on the
 AG1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1600.degrees latitude (g = 980.6199 gals.).
 AG1600
 AG1600.The modeled gravity was interpolated from observed gravity values.
 AG1600
 AG1600;                    North         East    Units  Estimated Accuracy
 AG1600;SPC FL W     -   254,630.      193,220.      MT  (+/- 180 meters Scaled)
 AG1600
 AG1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK936461(NAD 83)
 AG1600
 AG1600                          SUPERSEDED SURVEY CONTROL
 AG1600
 AG1600  NGVD 29 (??/??/92)    0.86   (m)            2.8    (f) COMPUTED    1 1
 AG1600
 AG1600.Superseded values are not recommended for survey control.
 AG1600
 AG1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1600.See file dsdata.pdf to determine how the superseded data were derived.
 AG1600
 AG1600_MARKER: DB = BENCH MARK DISK
 AG1600_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG1600_SP_SET: SEA WALL
 AG1600_STAMPING: NO 4 1965
 AG1600_MARK LOGO: CGS
 AG1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1600+STABILITY: SURFACE MOTION
 AG1600
 AG1600  HISTORY     - Date     Condition        Report By
 AG1600  HISTORY     - 1965     MONUMENTED       CGS
 AG1600  HISTORY     - 1974     GOOD             NGS
 AG1600  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG1600  HISTORY     - 20190713 MARK NOT FOUND   FLDEP
 AG1600  HISTORY     - 20200725 MARK NOT FOUND   T2UES
 AG1600
 AG1600                          STATION DESCRIPTION
 AG1600
 AG1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1600'AT MATLACHA.
 AG1600'AT MATLACHA, ON WEST ISLAND, 0.2 MILE NORTHEAST ALONG STATE
 AG1600'HIGHWAY 78 FROM THE POST OFFICE, 65.0 FEET SOUTHEAST OF THE
 AG1600'CENTER LINE OF THE HIGHWAY AT THE SOUTHWEST END OF THE WOODEN
 AG1600'BRIDGE OVER MATLACHA PASS, 28.0 FEET EAST OF THE NORTH CORNER
 AG1600'OF THE SNOOK INN, SET IN THE TOP OF THE CONCRETE SEA WALL AND
 AG1600'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.  NOTE-- SEA WALL
 AG1600'CRACKED AND SUNK.
 AG1600
 AG1600                          STATION RECOVERY (1974)
 AG1600
 AG1600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1600'RECOVERED IN GOOD CONDITION.
 AG1600
 AG1600                          STATION RECOVERY (1989)
 AG1600
 AG1600'RECOVERY NOTE BY US POWER SQUADRON 1989 (CFR)
 AG1600'MARK NOT FOUND.
 AG1600
 AG1600                          STATION RECOVERY (2019)
 AG1600
 AG1600'RECOVERY NOTE BY FL DEPT OF ENV PRO 2019 (DLP)
 AG1600'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AG1600'REMOVED.
 AG1600
 AG1600                          STATION RECOVERY (2020)
 AG1600
 AG1600'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AG1600'NOT RECOVERED.  THE SNOOK INN IS NO LONGER IN EXISTENCE AND A NEW
 AG1600'SEAWALL HAS BEEN BUILT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1605 ***********************************************************************
 AG1605  DESIGNATION -  872 5506 TIDAL 5
 AG1605  PID         -  AG1605
 AG1605  STATE/COUNTY-  FL/LEE
 AG1605  COUNTRY     -  US
 AG1605  USGS QUAD   -  MATLACHA (2018)
 AG1605
 AG1605                         *CURRENT SURVEY CONTROL
 AG1605  ______________________________________________________________________
 AG1605* NAD 83(1986) POSITION- 26 37 53.     (N) 082 04 06.     (W)   SCALED
 AG1605* NAVD 88 ORTHO HEIGHT -     0.974 (meters)        3.20  (feet) ADJUSTED
 AG1605  ______________________________________________________________________
 AG1605  GEOID HEIGHT    -        -23.774 (meters)                     GEOID18
 AG1605  DYNAMIC HEIGHT  -          0.972 (meters)        3.19  (feet) COMP
 AG1605  MODELED GRAVITY -    979,089.8   (mgal)                       NAVD 88
 AG1605
 AG1605  VERT ORDER      -  FIRST     CLASS I
 AG1605
 AG1605.The horizontal coordinates were scaled from a map and have
 AG1605.an estimated accuracy of +/- 6 seconds.
 AG1605
 AG1605.The orthometric height was determined by differential leveling and
 AG1605.adjusted by the NATIONAL GEODETIC SURVEY
 AG1605.in June 1991.
 AG1605
 AG1605.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1605.GEOID18 height accuracy estimate available here.
 AG1605
 AG1605.Click photographs - Photos may exist for this station.
 AG1605
 AG1605.The dynamic height is computed by dividing the NAVD 88
 AG1605.geopotential number by the normal gravity value computed on the
 AG1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1605.degrees latitude (g = 980.6199 gals.).
 AG1605
 AG1605.The modeled gravity was interpolated from observed gravity values.
 AG1605
 AG1605;                    North         East    Units  Estimated Accuracy
 AG1605;SPC FL W     -   254,570.      193,200.      MT  (+/- 180 meters Scaled)
 AG1605
 AG1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK936460(NAD 83)
 AG1605
 AG1605                          SUPERSEDED SURVEY CONTROL
 AG1605
 AG1605  NGVD 29 (??/??/92)    1.34   (m)            4.4    (f) COMPUTED    1 1
 AG1605
 AG1605.Superseded values are not recommended for survey control.
 AG1605
 AG1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1605.See file dsdata.pdf to determine how the superseded data were derived.
 AG1605
 AG1605_MARKER: DB = BENCH MARK DISK
 AG1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1605_STAMPING: NO 5 1965
 AG1605_MARK LOGO: CGS
 AG1605_PROJECTION: PROJECTING 6 CENTIMETERS
 AG1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1605+STABILITY: SURFACE MOTION
 AG1605
 AG1605  HISTORY     - Date     Condition        Report By
 AG1605  HISTORY     - 1965     MONUMENTED       CGS
 AG1605  HISTORY     - 1965     GOOD             CGS
 AG1605  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG1605  HISTORY     - 20200725 MARK NOT FOUND   T2UES
 AG1605
 AG1605                          STATION DESCRIPTION
 AG1605
 AG1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1605'AT MATLACHA.
 AG1605'AT MATLACHA, ON WEST ISLAND, 0.2 MILE NORTHEAST ALONG STATE
 AG1605'HIGHWAY 78 FROM THE POST OFFICE, 36.2 FEET NORTHWEST OF THE
 AG1605'CENTER LINE OF THE HIGHWAY, 106.0 FEET WEST OF THE SOUTHWEST
 AG1605'END OF THE WOODEN BRIDGE OVER MATLACHA PASS, 3.0 FEET NORTHEAST
 AG1605'OF A POWER POLE WITH ONE GUY WIRE, 74 1/2 FEET SOUTHWEST OF
 AG1605'POWER POLE B-160, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 AG1605'TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AG1605
 AG1605                          STATION RECOVERY (1965)
 AG1605
 AG1605'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965
 AG1605'RECOVERED IN GOOD CONDITION.
 AG1605
 AG1605                          STATION RECOVERY (1989)
 AG1605
 AG1605'RECOVERY NOTE BY US POWER SQUADRON 1989 (CFR)
 AG1605'MARK NOT FOUND.
 AG1605
 AG1605                          STATION RECOVERY (2020)
 AG1605
 AG1605'RECOVERY NOTE BY T2 UES, INC. 2020 (SU)
 AG1605'NOT RECOVERED.
 AG1605'
 AG1605'NOTE-A NEW BRIDGE HAS BEEN BUILT AND NEW POWER POLES.  REFERENCES NOT
 AG1605'FOUND.  THE MEASUREMENTS OF 106 FT (32.3 M) WEST OF BRIDGE AND 36.2 FT
 AG1605'(11.0 M) NORTHWEST OF THE CENTERLINE FALLS IN THE PAVED SHOULDER OF
 AG1605'THE ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9185 ***********************************************************************
 DR9185  DESIGNATION -  872 5519 A
 DR9185  PID         -  DR9185
 DR9185  STATE/COUNTY-  FL/LEE
 DR9185  COUNTRY     -  US
 DR9185  USGS QUAD   -  MATLACHA (2018)
 DR9185
 DR9185                         *CURRENT SURVEY CONTROL
 DR9185  ______________________________________________________________________
 DR9185* NAD 83(1986) POSITION- 26 38 30.69   (N) 082 03 21.66   (W)   HD_HELD1
 DR9185* NAVD 88 ORTHO HEIGHT -     2.291 (meters)        7.52  (feet) ADJUSTED
 DR9185  ______________________________________________________________________
 DR9185  GEOID HEIGHT    -        -23.800 (meters)                     GEOID18
 DR9185  DYNAMIC HEIGHT  -          2.287 (meters)        7.50  (feet) COMP
 DR9185  MODELED GRAVITY -    979,089.9   (mgal)                       NAVD 88
 DR9185
 DR9185  VERT ORDER      -  SECOND    CLASS I
 DR9185
 DR9185.The horizontal coordinates were determined by differentially corrected
 DR9185.hand held GPS observations or other comparable positioning techniques
 DR9185.and have an estimated accuracy of +/- 3 meters.
 DR9185
 DR9185.The orthometric height was determined by differential leveling and
 DR9185.adjusted by the NATIONAL GEODETIC SURVEY
 DR9185.in December 2023.
 DR9185
 DR9185.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9185.GEOID18 height accuracy estimate available here.
 DR9185
 DR9185.Click photographs - Photos may exist for this station.
 DR9185
 DR9185.The dynamic height is computed by dividing the NAVD 88
 DR9185.geopotential number by the normal gravity value computed on the
 DR9185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9185.degrees latitude (g = 980.6199 gals.).
 DR9185
 DR9185.The modeled gravity was interpolated from observed gravity values.
 DR9185
 DR9185;                    North         East    Units  Estimated Accuracy
 DR9185;SPC FL W     -   255,725.3     194,422.9     MT  (+/- 3 meters HH1 GPS) 
 DR9185
 DR9185_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9489347203(NAD 83)
 DR9185
 DR9185                          SUPERSEDED SURVEY CONTROL
 DR9185
 DR9185.No superseded survey control is available for this station.
 DR9185
 DR9185_MARKER: F = FLANGE-ENCASED ROD
 DR9185_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9185_STAMPING: 5519 A 2023
 DR9185_MARK LOGO: FLDEP
 DR9185_PROJECTION: RECESSED 9 CENTIMETERS
 DR9185_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9185+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2025
 DR9185_ROD/PIPE-DEPTH: 6.0 meters
 DR9185
 DR9185  HISTORY     - Date     Condition        Report By
 DR9185  HISTORY     - 20230515 MONUMENTED       FLDEP
 DR9185  HISTORY     - 20250922 GOOD             FL0457
 DR9185
 DR9185                          STATION DESCRIPTION
 DR9185
 DR9185'DESCRIBED BY FL DEPT OF ENV PRO 2023 (DLP)
 DR9185'THE STATION IS ABOUT 4.5 MI (7.2 KM) EAST-NORTHEAST OF GREENACRES
 DR9185'CITY, 4.4 MI (7.1 KM) SOUTH-SOUTHWEST OF PALM BEACH AND 2.0 MI (3.2
 DR9185'KM) NORTH OF LAKE WORTH.  IN SECTION, TOWNSHIP, RANGE.
 DR9185'
 DR9185'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 78 (PINE ISLAND
 DR9185'ROAD) AND COUNTY ROAD 765 (BURNT STORE ROAD) IN CAPE CORAL, GO NORTH
 DR9185'ON COUNTY ROAD 765 (BURNT STORE ROAD) FOR 0.2 MI (0.3 KM) TO THE
 DR9185'INTERSECTION WITH CEITUS PARKWAY.  TURN LEFT ON CEITUS PARKWAY AND GO
 DR9185'WESTERLY FOR 1.0 MI (1.6 KM) TO THE JUNCTION WITH SW 38TH PLACE ON THE
 DR9185'LEFT.  TURN LEFT ON SW 38TH PLACE AND GO SOUTH FOR 325 FT (99.1 M) TO
 DR9185'THE JUNCTION WITH SW FOURTH LANE ON THE RIGHT.  TURN RIGHT ON SW
 DR9185'FOURTH LANE AND GO WEST FOR 0.1 MI (0.2 KM) VEERING TO THE LEFT AND
 DR9185'ENTERING SIRENIA VISTA PARK WHERE SW 39TH PLACE BEGINS.  CONTINUE
 DR9185'SOUTH ON SW 39TH PLACE FOR 340 FT (103.6 M) WHERE SW 39TH PLACE ENDS.
 DR9185'THEN BY FOOT CONTINUE ON A TRAIL FOR APPROXIMATELY 350 FT (106.7 M) TO
 DR9185'THE MARK ON THE RIGHT.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DR9185'DEPTH OF 19.6 FT (6.0 M) RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE
 DR9185'GROUND AND LEVEL WITH THE PARK TRAIL.  THE DATUM POINT IS RECESSED 0.5
 DR9185'FT (15 CM) BELOW THE LEVEL OF THE FLDEP LOGO CAP.
 DR9185'
 DR9185'LOCATED 34.3 FT (10.5 M) NORTH OF THE NORTH POINT OF A CONCRETE SLAB,
 DR9185'17.2 FT (5.2 M) NORTHWEST OF THE WEST EDGE OF SIDEWALK AND 6.3 FT (1.9
 DR9185'M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DR9185'
 DR9185'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DR9185'LOGO CAP.
 DR9185'
 DR9185'NOTE-A MAGNET WAS PLACED INSIDE THE LOGO CAP.
 DR9185
 DR9185                          STATION RECOVERY (2025)
 DR9185
 DR9185'RECOVERY NOTE BY CITY OF CAPE CORAL PUBLIC WORKS, FL 2025 (AH)
 DR9185'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9184 ***********************************************************************
 DR9184  DESIGNATION -  872 5519 B
 DR9184  PID         -  DR9184
 DR9184  STATE/COUNTY-  FL/LEE
 DR9184  COUNTRY     -  US
 DR9184  USGS QUAD   -  MATLACHA (2018)
 DR9184
 DR9184                         *CURRENT SURVEY CONTROL
 DR9184  ______________________________________________________________________
 DR9184* NAD 83(1986) POSITION- 26 38 42.93   (N) 082 03 23.09   (W)   HD_HELD1
 DR9184* NAVD 88 ORTHO HEIGHT -     1.953 (meters)        6.41  (feet) ADJUSTED
 DR9184  ______________________________________________________________________
 DR9184  GEOID HEIGHT    -        -23.801 (meters)                     GEOID18
 DR9184  DYNAMIC HEIGHT  -          1.950 (meters)        6.40  (feet) COMP
 DR9184  MODELED GRAVITY -    979,090.2   (mgal)                       NAVD 88
 DR9184
 DR9184  VERT ORDER      -  SECOND    CLASS I
 DR9184
 DR9184.The horizontal coordinates were determined by differentially corrected
 DR9184.hand held GPS observations or other comparable positioning techniques
 DR9184.and have an estimated accuracy of +/- 3 meters.
 DR9184
 DR9184.The orthometric height was determined by differential leveling and
 DR9184.adjusted by the NATIONAL GEODETIC SURVEY
 DR9184.in December 2023.
 DR9184
 DR9184.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9184.GEOID18 height accuracy estimate available here.
 DR9184
 DR9184.Click photographs - Photos may exist for this station.
 DR9184
 DR9184.The dynamic height is computed by dividing the NAVD 88
 DR9184.geopotential number by the normal gravity value computed on the
 DR9184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9184.degrees latitude (g = 980.6199 gals.).
 DR9184
 DR9184.The modeled gravity was interpolated from observed gravity values.
 DR9184
 DR9184;                    North         East    Units  Estimated Accuracy
 DR9184;SPC FL W     -   256,102.0     194,383.5     MT  (+/- 3 meters HH1 GPS) 
 DR9184
 DR9184_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9485747580(NAD 83)
 DR9184
 DR9184                          SUPERSEDED SURVEY CONTROL
 DR9184
 DR9184.No superseded survey control is available for this station.
 DR9184
 DR9184_MARKER: F = FLANGE-ENCASED ROD
 DR9184_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9184_STAMPING: 5519 B 2023
 DR9184_MARK LOGO: FLDEP
 DR9184_PROJECTION: RECESSED 9 CENTIMETERS
 DR9184_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9184_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9184+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2025
 DR9184_ROD/PIPE-DEPTH: 19.3 meters
 DR9184
 DR9184  HISTORY     - Date     Condition        Report By
 DR9184  HISTORY     - 20230515 MONUMENTED       FLDEP
 DR9184  HISTORY     - 20250922 GOOD             FL0457
 DR9184
 DR9184                          STATION DESCRIPTION
 DR9184
 DR9184'DESCRIBED BY FL DEPT OF ENV PRO 2023 (DLP)
 DR9184'THE STATION IS ABOUT 7.6 MI (12.2 KM) EAST-SOUTHEAST OF BOKEELIA, 4.4
 DR9184'MI (7.1 KM) EAST-NORTHEAST OF PINE ISLAND CENTER AND 1.4 MI (2.3 KM)
 DR9184'NORTHEAST OF MATLACHA IN SECTION 18, TOWNSHIP 44 SOUTH, RANGE 23 EAST.
 DR9184'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 78 (PINE ISLAND
 DR9184'ROAD) AND COUNTY ROAD 765 (BURNT STORE ROAD) IN CAPE CORAL, GO NORTH
 DR9184'ON COUNTY ROAD 765 (BURNT STORE ROAD) FOR 0.2 MI (0.3 KM) TO THE
 DR9184'INTERSECTION WITH CEITUS PARKWAY.  TURN LEFT ON CEITUS PARKWAY AND GO
 DR9184'WESTERLY FOR 1.1 MI (1.8 KM) TO THE MARK ON THE LEFT.  A STAINLESS
 DR9184'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 63.4 FT (19.3 M) RECESSED
 DR9184'0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH THE PARK
 DR9184'GROUNDS.  THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL
 DR9184'OF THE FLDEP LOGO CAP.
 DR9184'
 DR9184'LOCATED 78.5 FT (23.9 M) SOUTHWEST OF THE NORTHERNMOST PURPLE MARTIN
 DR9184'NESTING POLE, 35.6 FT (10.9 M) SOUTHWEST OF WESTERNMOST POLE FOR
 DR9184'PURPLE MARTIN BIOLOGY INFORMATION KIOSK, 20.3 FT (6.2 M) NORTH OF THE
 DR9184'NORTHWEST CORNER OF CONCRETE SLAB FOR PARK BENCH AND 8.8 FT (2.7 M)
 DR9184'EAST OF A CARSONITE WITNESS POST.
 DR9184'
 DR9184'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DR9184'LOGO CAP.
 DR9184'
 DR9184'NOTE-A MAGNET WAS PLACED INSIDE THE LOGO CAP.
 DR9184
 DR9184                          STATION RECOVERY (2025)
 DR9184
 DR9184'RECOVERY NOTE BY CITY OF CAPE CORAL PUBLIC WORKS, FL 2025 (AH)
 DR9184'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7888 ***********************************************************************
 AD7888  CBN         -  This is a Cooperative Base Network Control Station.
 AD7888  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7888  DESIGNATION -  872 5520 A
 AD7888  PID         -  AD7888
 AD7888  STATE/COUNTY-  FL/LEE
 AD7888  COUNTRY     -  US
 AD7888  USGS QUAD   -  FORT MYERS (2018)
 AD7888
 AD7888                         *CURRENT SURVEY CONTROL
 AD7888  ______________________________________________________________________
 AD7888* NAD 83(2011) POSITION- 26 38 46.72458(N) 081 52 14.11373(W)   ADJUSTED
 AD7888* NAD 83(2011) ELLIP HT-   -23.087 (meters)        (06/27/12)   ADJUSTED
 AD7888* NAD 83(2011) EPOCH   -  2010.00
 AD7888* NAVD 88 ORTHO HEIGHT -     1.099 (meters)        3.61  (feet) ADJUSTED
 AD7888  ______________________________________________________________________
 AD7888  GEOID HEIGHT    -        -24.185 (meters)                     GEOID18
 AD7888  NAD 83(2011) X  -    806,677.119 (meters)                     COMP
 AD7888  NAD 83(2011) Y  - -5,647,225.253 (meters)                     COMP
 AD7888  NAD 83(2011) Z  -  2,843,233.009 (meters)                     COMP
 AD7888  LAPLACE CORR    -         -1.95  (seconds)                    DEFLEC18
 AD7888  DYNAMIC HEIGHT  -          1.097 (meters)        3.60  (feet) COMP
 AD7888  MODELED GRAVITY -    979,074.4   (mgal)                       NAVD 88
 AD7888
 AD7888  VERT ORDER      -  FIRST     CLASS II
 AD7888
 AD7888  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD7888  Standards:
 AD7888         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD7888            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD7888  -------------------------------------------------------------------
 AD7888  NETWORK    0.42   0.88           0.17   0.17   0.45     -0.01771070
 AD7888  -------------------------------------------------------------------
 AD7888  Click here for local accuracies and other accuracy information.
 AD7888
 AD7888.The horizontal coordinates were established by GPS observations
 AD7888.and adjusted by the National Geodetic Survey in June 2012.
 AD7888
 AD7888.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD7888.been affixed to the stable North American tectonic plate. See 
 AD7888.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD7888
 AD7888.The horizontal coordinates are valid at the epoch date displayed above
 AD7888.which is a decimal equivalence of Year/Month/Day.
 AD7888
 AD7888.The orthometric height was determined by differential leveling and
 AD7888.adjusted by the NATIONAL GEODETIC SURVEY
 AD7888.in February 2002.
 AD7888
 AD7888.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7888.GEOID18 height accuracy estimate available here.
 AD7888
 AD7888.This Tidal Bench Mark is designated as VM 737
 AD7888.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7888
 AD7888.Click photographs - Photos may exist for this station.
 AD7888
 AD7888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD7888
 AD7888.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD7888
 AD7888.The ellipsoidal height was determined by GPS observations
 AD7888.and is referenced to NAD 83.
 AD7888
 AD7888.The dynamic height is computed by dividing the NAVD 88
 AD7888.geopotential number by the normal gravity value computed on the
 AD7888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7888.degrees latitude (g = 980.6199 gals.).
 AD7888
 AD7888.The modeled gravity was interpolated from observed gravity values.
 AD7888
 AD7888. The following values were computed from the NAD 83(2011) position.
 AD7888
 AD7888;                    North         East     Units Scale Factor Converg.
 AD7888;SPC FL W     -   256,224.030   212,884.048   MT  0.99994323   +0 03 28.9
 AD7888;SPC FL W     -   840,628.34    698,437.08   sFT  0.99994323   +0 03 28.9
 AD7888;UTM  17      - 2,947,557.306   413,353.939   MT  0.99969268   -0 23 25.7
 AD7888
 AD7888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD7888!SPC FL W     -   1.00000363  x   0.99994323  =   0.99994686
 AD7888!UTM  17      -   1.00000363  x   0.99969268  =   0.99969631
 AD7888
 AD7888:                Primary Azimuth Mark                     Grid Az
 AD7888:SPC FL W     -  G 246                                    173 25 34.1
 AD7888:UTM  17      -  G 246                                    173 52 28.7
 AD7888
 AD7888_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1335347557(NAD 83)
 AD7888
 AD7888|---------------------------------------------------------------------|
 AD7888| PID    Reference Object                     Distance      Geod. Az  |
 AD7888|                                                           dddmmss.s |
 AD7888| AD1433 G 246                               400.102 METERS 1732903.0 |
 AD7888| AD8306 872 5520 B                           86.843 METERS 31622     |
 AD7888|---------------------------------------------------------------------|
 AD7888
 AD7888                          SUPERSEDED SURVEY CONTROL
 AD7888
 AD7888  NAD 83(2007)-  26 38 46.72470(N)    081 52 14.11432(W) AD(2002.00) 0
 AD7888  ELLIP H (02/10/07)  -23.068  (m)                       GP(2002.00)    
 AD7888  NAD 83(1999)-  26 38 46.72488(N)    081 52 14.11449(W) AD(       ) A
 AD7888  ELLIP H (04/12/01)  -23.092  (m)                       GP(       ) 4 1
 AD7888  ELLIP H (06/02/94)  -23.038  (m)                       GP(       ) 3 1
 AD7888  NAD 83(1990)-  26 38 46.72321(N)    081 52 14.11350(W) AD(       ) B
 AD7888  ELLIP H (09/13/90)  -22.946  (m)                       GP(       ) 4 1
 AD7888  NAVD 88               1.10   (m)            3.6    (f) LEVELING    3  
 AD7888  NAVD 88 (09/04/92)    1.097  (m)            3.60   (f) SUPERSEDED  1 2
 AD7888  NGVD 29 (09/01/92)    1.456  (m)            4.78   (f) ADJUSTED    1 2
 AD7888  NGVD 29               1.45   (m)            4.8    (f) LEVELING    3  
 AD7888
 AD7888.Superseded values are not recommended for survey control.
 AD7888
 AD7888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7888.See file dsdata.pdf to determine how the superseded data were derived.
 AD7888
 AD7888_MARKER: DB = BENCH MARK DISK
 AD7888_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD7888_SP_SET: PIER
 AD7888_STAMPING: 5520 A 1978
 AD7888_MARK LOGO: NOS
 AD7888_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD7888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD7888+SATELLITE: SATELLITE OBSERVATIONS - April 24, 2018
 AD7888
 AD7888  HISTORY     - Date     Condition        Report By
 AD7888  HISTORY     - 1978     MONUMENTED       NOS
 AD7888  HISTORY     - 1989     GOOD             NGS
 AD7888  HISTORY     - 19920402 GOOD             NGS
 AD7888  HISTORY     - 19920902 GOOD             DENI
 AD7888  HISTORY     - 19930210 GOOD             NGS
 AD7888  HISTORY     - 19980112 GOOD             USPSQD
 AD7888  HISTORY     - 19981016 GOOD             USPSQD
 AD7888  HISTORY     - 19990405 GOOD             DENI
 AD7888  HISTORY     - 20010426 GOOD             NOS
 AD7888  HISTORY     - 20011021 GOOD             LDBLS
 AD7888  HISTORY     - 20020228 GOOD             MAPTEC
 AD7888  HISTORY     - 20020519 GOOD             MAPTEC
 AD7888  HISTORY     - 20030717 GOOD             DENI
 AD7888  HISTORY     - 20050118 GOOD             USPSQD
 AD7888  HISTORY     - 20050215 GOOD             FLDEP
 AD7888  HISTORY     - 20080328 GOOD             OPUS
 AD7888  HISTORY     - 20081206 GOOD             FLDEP
 AD7888  HISTORY     - 20140101 GOOD             NOS
 AD7888  HISTORY     - 20160121 GOOD             GEOCAC
 AD7888  HISTORY     - 20180424 GOOD             CARDNO
 AD7888
 AD7888                          STATION DESCRIPTION
 AD7888
 AD7888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AD7888'THE STATION IS LOCATED IN FORT MYERS, AT THE SOUTHWEST CORNER OF A
 AD7888'CONCRETE RETAINING WALL OF THE MAIN CITY OF FORT MYERS YACHT BASIN,
 AD7888'ABOUT 55 M (180.4 FT) SOUTHEST OF FORT MYERS EXHIBITION HALL, LOCATED
 AD7888'AT THE JUNCTION OF EDWARDS DRIVE AND HENDRY STREET, ABOUT 0.4 KM
 AD7888'(0.25 MI) EAST OF THE SOUTH END OF HIGHWAY 41 BRIDGE OVER THE
 AD7888'CALOOSAHATCHEE RIVER (DOWNTOWN EXIT) AND ALSO IS LOCATED THREE BLOCKS
 AD7888'NORTH OF THE JUNCTION OF MAIN STREET AND HENDRY STREET.
 AD7888'OWNERSHIP--CITY OF FORT MYERS.
 AD7888'
 AD7888'TO REACH THE STATION FROM THE DOWNTOWN EXIT OF HIGHWAY 41 AT THE SOUTH
 AD7888'END OF HIGHWAY 41 BRIDGE OVER THE CALOOSAHATCHEE RIVER, GO EAST ALONG
 AD7888'MAIN STREET FOR TWO BLOCKS TO THE JUNCTION OF HENDRY ST., THEN GO
 AD7888'LEFT, NORTH ALONG HENDRY ST. FOR THREE BLOCKS TO THE JUNCTION WITH
 AD7888'EDWARDS DRIVE AND THE STATION IN THE NORTHEAST QUADRANT OF THE
 AD7888'INTERSECTION, AT THE CITY YACHT BASIN.
 AD7888'
 AD7888'THE STATION IS SET IN THE TOP OF A CONCRETE BULKHEAD, OR RETAINING
 AD7888'WALL, AT THE SOUTHWEST CORNER OF THE YACHT BASIN.  LOCATED 26.5 M
 AD7888'(86.9 FT) NORTH OF THE NORTH CURB OF EDWARDS DRIVE, 23.3 M (76.4 FT)
 AD7888'EAST OF THE EAST EDGE OF HENDRY STREET, 2.7 M (8.9 FT) NORTHEAST OF A
 AD7888'CORNER POINT OF A CONCRTE FENCE/WALL OF THE YACHT BASIN AND ABOUT 3.7
 AD7888'M (12.1 FT) SOUTHWEST OF THE NORTHEAST CORNER OF A WOODEN WALKWAY
 AD7888'AROUND THE BASIN.  DESCRIBED BY G.F. SMITH.
 AD7888
 AD7888                          STATION RECOVERY (1992)
 AD7888
 AD7888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD7888'IN FORT MYERS, AT THE INTERSECTION OF EDWARDS DRIVE AND HENDRY
 AD7888'STREET, IN TOP OF AND 0.2 M (0.7 FT) SOUTHWEST OF THE NORTHEAST END
 AD7888'OF A SOUTHWEST CONCRETE RETAINING WALL AT SLIP NUMBER C 18 OF THE
 AD7888'FORT MYERS YACHT BASIN, 34.7 M (113.8 FT) NORTHWEST OF THE CENTERLINE
 AD7888'OF THE DRIVE, 27.7 M (90.9 FT) NORTHEAST OF THE CENTER OF THE
 AD7888'NORTHBOUND LANES OF THE STREET, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF
 AD7888'THE DRIVE.
 AD7888
 AD7888                          STATION RECOVERY (1992)
 AD7888
 AD7888'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1992
 AD7888'RECOVERED IN GOOD CONDITION.
 AD7888
 AD7888                          STATION RECOVERY (1993)
 AD7888
 AD7888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 AD7888'RECOVERED IN GOOD CONDITION.
 AD7888
 AD7888                          STATION RECOVERY (1998)
 AD7888
 AD7888'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7888'RECOVERED IN GOOD CONDITION.
 AD7888
 AD7888                          STATION RECOVERY (1998)
 AD7888
 AD7888'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7888'RECOVERED IN GOOD CONDITION.
 AD7888
 AD7888                          STATION RECOVERY (1999)
 AD7888
 AD7888'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 1999
 AD7888'RECOVERED AS DESCRIBED.
 AD7888
 AD7888                          STATION RECOVERY (2001)
 AD7888
 AD7888'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 AD7888'RECOVERED AS DESCRIBED.
 AD7888
 AD7888                          STATION RECOVERY (2001)
 AD7888
 AD7888'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD7888'THE MARK IS IN FORT MYERS IN THE NORTHEAST QUADRANT OF THE
 AD7888'INTERSECTION OF EDWARDS DRIVE AND HENRY STREET, IN LEE COUNTY,
 AD7888'FLORIDA. OWNERSHIP--CITY OF FORT MYERS.
 AD7888'
 AD7888'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE
 AD7888'STREET (AT THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS)  GO
 AD7888'NORTHWEST ALONG MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT
 AD7888'EDWARDS DRIVE, GO NORTHEAST ALONG EDWARDS DRIVE TWO (2) BLOCKS TO ITS
 AD7888'JUNCTION WITH HENDRY STREET AND THE MARK ON THE LEFT.
 AD7888'
 AD7888'THE MARK IS SET IN THE NORTHEAST CORNER OF A 0.30 M (1.0 FT) WIDE
 AD7888'CONCRETE SEAWALL (RETAINING WALL)  IN THE SOUTHWEST CORNER OF THE FORT
 AD7888'MYERS YACHT BASIN, 34.32 M (112.6 FT) NORTHWEST OF THE CENTERLINE OF
 AD7888'EDWARDS DRIVE, 33.53 M (110.0 FT) NORTHEAST OF THE CENTER OF THE
 AD7888'GRASSED ISLAND MEDIAN OF HENDRY STREET, 3.35 M (11.0 FT) SOUTHWEST OF
 AD7888'THE NORTHEAST CORNER OF A WOOD PLANK BOARDWALK, AND 2.65 M (8.7 FT)
 AD7888'NORTHEAST OF THE NORTHEAST CORNER OF A 0.30 M (1.0 FT) CONCRETE
 AD7888'BANISTER WALL. THE DISK IS SET FLUSH IN THE TOP OF THE CONCRETE
 AD7888'SEAWALL (RETAINING WALL)  ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF
 AD7888'EDWARDS DRIVE.
 AD7888
 AD7888                          STATION RECOVERY (2002)
 AD7888
 AD7888'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (RLT)
 AD7888'RECOVERED AS DESCRIBED
 AD7888'
 AD7888'NOTE TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE
 AD7888'HIGHWAY 75 AND STATE HIGHWAY 82, GO WEST ON HIGHWAY 82, 4.15 MI.
 AD7888'(6.5 KM) TO HENDRY STREET. TURN RIGHT ON HENDRY STREET AND GO 0.35
 AD7888'MI. TO EDWARDS STREET. CONTINUE ACROSS EDWARDS STREET INTO
 AD7888'YACHT CLUB PARKING LOT 150 FT (45.7 M) TO THE POINT.
 AD7888
 AD7888                          STATION RECOVERY (2002)
 AD7888
 AD7888'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD7888'RECOVERED AS DESCRIBED.
 AD7888
 AD7888                          STATION RECOVERY (2003)
 AD7888
 AD7888'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (BRH)
 AD7888'RECOVERED IN GOOD CONDITION.
 AD7888
 AD7888                          STATION RECOVERY (2005)
 AD7888
 AD7888'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM)
 AD7888'RECOVERED IN GOOD CONDITION.
 AD7888
 AD7888                          STATION RECOVERY (2005)
 AD7888
 AD7888'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (RWH)
 AD7888'RECOVERED IN GOOD CONDITION.
 AD7888
 AD7888                          STATION RECOVERY (2008)
 AD7888
 AD7888'RECOVERY NOTE BY OPUS SHARED SOLUTIONS 2008 (OPS)
 AD7888'THE MARK IS FOUND ABOUT 11.0 MI (17.7 KM) WEST-SOUTHWEST OF OLGA, 9.0
 AD7888'MI (14.4 KM) SOUTH OF GILCHRIST AND IN THE TOWN OF FORT MYERS, FL.
 AD7888
 AD7888                          STATION RECOVERY (2008)
 AD7888
 AD7888'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD7888'RECOVERED AS DESCRIBED.
 AD7888
 AD7888                          STATION RECOVERY (2014)
 AD7888
 AD7888'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 2014 (DBP)
 AD7888'RECOVERED IN GOOD CONDITION.
 AD7888
 AD7888                          STATION RECOVERY (2016)
 AD7888
 AD7888'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD7888'RECOVERED IN GOOD CONDITION.
 AD7888
 AD7888                          STATION RECOVERY (2018)
 AD7888
 AD7888'RECOVERY NOTE BY CARDNO INC 2018 (RLT)
 AD7888'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8306 ***********************************************************************
 AD8306  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8306  DESIGNATION -  872 5520 B
 AD8306  PID         -  AD8306
 AD8306  STATE/COUNTY-  FL/LEE
 AD8306  COUNTRY     -  US
 AD8306  USGS QUAD   -  FORT MYERS (2018)
 AD8306
 AD8306                         *CURRENT SURVEY CONTROL
 AD8306  ______________________________________________________________________
 AD8306* NAD 83(2011) POSITION- 26 38 48.76690(N) 081 52 16.28038(W)   ADJUSTED
 AD8306* NAD 83(2011) ELLIP HT-   -23.082 (meters)        (06/27/12)   ADJUSTED
 AD8306* NAD 83(2011) EPOCH   -  2010.00
 AD8306* NAVD 88 ORTHO HEIGHT -     1.071 (meters)        3.51  (feet) ADJUSTED
 AD8306  ______________________________________________________________________
 AD8306  GEOID HEIGHT    -        -24.184 (meters)                     GEOID18
 AD8306  NAD 83(2011) X  -    806,613.814 (meters)                     COMP
 AD8306  NAD 83(2011) Y  - -5,647,205.823 (meters)                     COMP
 AD8306  NAD 83(2011) Z  -  2,843,289.192 (meters)                     COMP
 AD8306  LAPLACE CORR    -         -1.96  (seconds)                    DEFLEC18
 AD8306  DYNAMIC HEIGHT  -          1.069 (meters)        3.51  (feet) COMP
 AD8306  MODELED GRAVITY -    979,074.5   (mgal)                       NAVD 88
 AD8306
 AD8306  VERT ORDER      -  FIRST     CLASS II
 AD8306
 AD8306  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8306  Standards:
 AD8306         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8306            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8306  -------------------------------------------------------------------
 AD8306  NETWORK    2.33   3.88           0.92   0.98   1.98      0.15784136
 AD8306  -------------------------------------------------------------------
 AD8306  Click here for local accuracies and other accuracy information.
 AD8306
 AD8306.The horizontal coordinates were established by GPS observations
 AD8306.and adjusted by the National Geodetic Survey in June 2012.
 AD8306
 AD8306.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8306.been affixed to the stable North American tectonic plate. See 
 AD8306.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8306
 AD8306.The horizontal coordinates are valid at the epoch date displayed above
 AD8306.which is a decimal equivalence of Year/Month/Day.
 AD8306
 AD8306.The orthometric height was determined by differential leveling and
 AD8306.adjusted by the NATIONAL GEODETIC SURVEY
 AD8306.in September 1992.
 AD8306
 AD8306.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8306.GEOID18 height accuracy estimate available here.
 AD8306
 AD8306.This Tidal Bench Mark is designated as VM 738
 AD8306.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8306
 AD8306.Click photographs - Photos may exist for this station.
 AD8306
 AD8306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8306
 AD8306.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8306
 AD8306.The ellipsoidal height was determined by GPS observations
 AD8306.and is referenced to NAD 83.
 AD8306
 AD8306.The dynamic height is computed by dividing the NAVD 88
 AD8306.geopotential number by the normal gravity value computed on the
 AD8306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8306.degrees latitude (g = 980.6199 gals.).
 AD8306
 AD8306.The modeled gravity was interpolated from observed gravity values.
 AD8306
 AD8306. The following values were computed from the NAD 83(2011) position.
 AD8306
 AD8306;                    North         East     Units Scale Factor Converg.
 AD8306;SPC FL W     -   256,286.823   212,824.067   MT  0.99994321   +0 03 28.0
 AD8306;SPC FL W     -   840,834.35    698,240.29   sFT  0.99994321   +0 03 28.0
 AD8306;UTM  17      - 2,947,620.551   413,294.465   MT  0.99969281   -0 23 26.7
 AD8306
 AD8306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8306!SPC FL W     -   1.00000363  x   0.99994321  =   0.99994684
 AD8306!UTM  17      -   1.00000363  x   0.99969281  =   0.99969644
 AD8306
 AD8306_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1329447620(NAD 83)
 AD8306
 AD8306|---------------------------------------------------------------------|
 AD8306| PID    Reference Object                     Distance      Geod. Az  |
 AD8306|                                                           dddmmss.s |
 AD8306| AD7888 872 5520 A                           86.843 METERS 13622     |
 AD8306| AD8309 872 5520 F                          246.358 METERS 22942     |
 AD8306|---------------------------------------------------------------------|
 AD8306
 AD8306                          SUPERSEDED SURVEY CONTROL
 AD8306
 AD8306  NAD 83(2007)-  26 38 48.76702(N)    081 52 16.28098(W) AD(2002.00) 0
 AD8306  ELLIP H (02/10/07)  -23.064  (m)                       GP(2002.00)    
 AD8306  NAD 83(1999)-  26 38 48.76719(N)    081 52 16.28115(W) AD(       ) 1
 AD8306  ELLIP H (12/12/02)  -23.086  (m)                       GP(       ) 4 1
 AD8306  NAVD 88               1.07   (m)            3.5    (f) LEVELING    3  
 AD8306  NGVD 29 (09/01/92)    1.429  (m)            4.69   (f) ADJUSTED    1 2
 AD8306
 AD8306.Superseded values are not recommended for survey control.
 AD8306
 AD8306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8306.See file dsdata.pdf to determine how the superseded data were derived.
 AD8306
 AD8306_MARKER: DD = SURVEY DISK
 AD8306_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD8306_SP_SET: RETAINING WALL
 AD8306_STAMPING: 5520 B 1978
 AD8306_MARK LOGO: NOS
 AD8306_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8306_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8306+SATELLITE: SATELLITE OBSERVATIONS - January 21, 2016
 AD8306
 AD8306  HISTORY     - Date     Condition        Report By
 AD8306  HISTORY     - 1978     MONUMENTED       NOS
 AD8306  HISTORY     - 19920402 GOOD             NGS
 AD8306  HISTORY     - 19980106 GOOD             USPSQD
 AD8306  HISTORY     - 20011023 GOOD             LDBLS
 AD8306  HISTORY     - 20020508 GOOD             MAPTEC
 AD8306  HISTORY     - 20030717 GOOD             DENI
 AD8306  HISTORY     - 20050118 GOOD             USPSQD
 AD8306  HISTORY     - 20081206 GOOD             FLDEP
 AD8306  HISTORY     - 20160121 GOOD             GEOCAC
 AD8306
 AD8306                          STATION DESCRIPTION
 AD8306
 AD8306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8306'IN FORT MYERS, AT THE INTERSECTION OF EDWARDS DRIVE AND HENDRY
 AD8306'STREET, IN TOP OF AND 11.7 M (38.4 FT) SOUTHEAST OF THE NORTHWEST END
 AD8306'OF A SOUTHWEST CONCRETE RETAINING WALL AT SLIP NUMBER C 10 OF THE
 AD8306'FORT MYERS YACHT BASIN, 118.5 M (388.8 FT) NORTHWEST OF THE
 AD8306'CENTERLINE OF THE DRIVE, 8.9 M (29.2 FT) NORTHEAST OF THE CENTER OF
 AD8306'THE NORTHBOUND LANES OF THE STREET, 2.0 M (6.6 FT) NORTHEAST OF A
 AD8306'GUARDRAIL, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE DRIVE.
 AD8306
 AD8306                          STATION RECOVERY (1998)
 AD8306
 AD8306'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8306'RECOVERED IN GOOD CONDITION.
 AD8306
 AD8306                          STATION RECOVERY (2001)
 AD8306
 AD8306'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD8306'THE MARK IS IN FORT MYERS AT THE TERMINATION OF HENRY STREET, IN LEE
 AD8306'COUNTY, FLORIDA. OWNERSHIP--CITY OF FORT MYERS.
 AD8306'
 AD8306'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE
 AD8306'STREET (AT THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS)  GO
 AD8306'NORTHWEST ALONG MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT
 AD8306'EDWARDS DRIVE, GO NORTHEAST ALONG EDWARDS DRIVE TWO (2) BLOCKS TO ITS
 AD8306'JUNCTION WITH HENDRY STREET, GO NORTHWEST ON HENRY STREET TO ITS END
 AD8306'AT A TWO (2) STORY MASONRY STUCCO BUILDING (ADDRESS- 1300 HENDRY ST.)
 AD8306'AND THE MARK ON THE EAST SIDE NEAR THE NORTHEAST CORNER OF THE
 AD8306'BUILDING.
 AD8306'
 AD8306'THE MARK IS ON TOP OF A 0.30 M (1.0 FT) WIDE CONCRETE SEAWALL
 AD8306'(RETAINING WALL), 119.54 M (392.2 FT) NORTHWEST OF THE CENTERLINE OF
 AD8306'EDWARDS DRIVE, 11.61 M (38.1 FT) SOUTHEAST ALONG THE SEAWALL
 AD8306'(RETAINING WALL) FROM THE RIVERSIDE EDGE OF THE CONCRETE DOCK, 8.60 M
 AD8306'(28.2 FT) SOUTHEAST FROM THE NORTH CORNER OF THE STUCCO BUILDING, 4.15
 AD8306'M (13.6 FT) SOUTHEAST ALONG THE 0.30 M (1.0 FT) WIDE CONCRETE BANISTER
 AD8306'WALL FROM ITS NORTHERN END AND 2.01 M (6.6 FT) NORTHEAST OF THE EAST
 AD8306'FACE OF THE BANISTER WALL, THE DISK IS SET FLUSH IN THE TOP OF THE
 AD8306'CONCRETE SEAWALL (RETAINING WALL) ABOUT 0.30 M (1.0 FT) ABOVE THE
 AD8306'LEVEL OF HENDRY STREET.
 AD8306
 AD8306                          STATION RECOVERY (2002)
 AD8306
 AD8306'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD8306'RECOVERED IN GOOD CONDITION.
 AD8306
 AD8306                          STATION RECOVERY (2003)
 AD8306
 AD8306'RECOVERY NOTE BY DENI ASSOCIATES INCORPORATED 2003 (BRH)
 AD8306'RECOVERED IN GOOD CONDITION.
 AD8306
 AD8306                          STATION RECOVERY (2005)
 AD8306
 AD8306'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM)
 AD8306'RECOVERED IN GOOD CONDITION.
 AD8306
 AD8306                          STATION RECOVERY (2008)
 AD8306
 AD8306'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD8306'RECOVERED AS DESCRIBED.
 AD8306
 AD8306                          STATION RECOVERY (2016)
 AD8306
 AD8306'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD8306'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8311 ***********************************************************************
 AD8311  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8311  DESIGNATION -  872 5520 C TIDAL
 AD8311  PID         -  AD8311
 AD8311  STATE/COUNTY-  FL/LEE
 AD8311  COUNTRY     -  US
 AD8311  USGS QUAD   -  FORT MYERS (2018)
 AD8311
 AD8311                         *CURRENT SURVEY CONTROL
 AD8311  ______________________________________________________________________
 AD8311* NAD 83(1986) POSITION- 26 38 48.     (N) 081 52 15.     (W)   SCALED
 AD8311* NAVD 88 ORTHO HEIGHT -     1.105 (meters)        3.63  (feet) ADJUSTED
 AD8311  ______________________________________________________________________
 AD8311  GEOID HEIGHT    -        -24.185 (meters)                     GEOID18
 AD8311  DYNAMIC HEIGHT  -          1.103 (meters)        3.62  (feet) COMP
 AD8311  MODELED GRAVITY -    979,074.5   (mgal)                       NAVD 88
 AD8311
 AD8311  VERT ORDER      -  FIRST     CLASS II
 AD8311
 AD8311.The horizontal coordinates were scaled from a map and have
 AD8311.an estimated accuracy of +/- 6 seconds.
 AD8311
 AD8311.The orthometric height was determined by differential leveling and
 AD8311.adjusted by the NATIONAL GEODETIC SURVEY
 AD8311.in September 1992.
 AD8311
 AD8311.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8311.GEOID18 height accuracy estimate available here.
 AD8311
 AD8311.This Tidal Bench Mark is designated as VM 731
 AD8311.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8311
 AD8311.Click photographs - Photos may exist for this station.
 AD8311
 AD8311.The dynamic height is computed by dividing the NAVD 88
 AD8311.geopotential number by the normal gravity value computed on the
 AD8311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8311.degrees latitude (g = 980.6199 gals.).
 AD8311
 AD8311.The modeled gravity was interpolated from observed gravity values.
 AD8311
 AD8311;                    North         East    Units  Estimated Accuracy
 AD8311;SPC FL W     -   256,260.      212,860.      MT  (+/- 180 meters Scaled)
 AD8311
 AD8311_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK133475(NAD 83)
 AD8311
 AD8311                          SUPERSEDED SURVEY CONTROL
 AD8311
 AD8311  NGVD 29 (09/01/92)    1.463  (m)            4.80   (f) ADJUSTED    1 2
 AD8311
 AD8311.Superseded values are not recommended for survey control.
 AD8311
 AD8311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8311.See file dsdata.pdf to determine how the superseded data were derived.
 AD8311
 AD8311_MARKER: DJ = TIDAL STATION DISK
 AD8311_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AD8311_STAMPING: 5520 C 1978
 AD8311_MARK LOGO: NOS
 AD8311_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AD8311+STABILITY: POSITION/ELEVATION WELL
 AD8311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8311+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1992
 AD8311
 AD8311  HISTORY     - Date     Condition        Report By
 AD8311  HISTORY     - 1978     MONUMENTED       NOS
 AD8311  HISTORY     - 19920402 GOOD             NGS
 AD8311  HISTORY     - 19980106 MARK NOT FOUND   USPSQD
 AD8311  HISTORY     - 20050118 MARK NOT FOUND   USPSQD
 AD8311
 AD8311                          STATION DESCRIPTION
 AD8311
 AD8311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8311'IN FORT MYERS, AT THE INTERSECTION OF EDWARDS DRIVE AND HENDRY
 AD8311'STREET, IN THE NORTH END AND NEAR THE CENTER OF A MEDIAN OF THE
 AD8311'STREET, 99.2 M (325.5 FT) NORTHWEST OF THE CENTERLINE OF THE DRIVE,
 AD8311'10.5 M (34.4 FT) SOUTHEAST OF THE NORTHWEST END OF THE MEDIAN, 6.2 M
 AD8311'(20.3 FT) SOUTHWEST OF THE CENTER OF THE NORTHBOUND LANES OF THE
 AD8311'STREET, 6.0 M (19.7 FT) NORTHEAST OF THE CENTER OF THE SOUTHBOUND
 AD8311'LANES OF THE STREET, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE
 AD8311'STREET.  NOTE--THE DISK IS ENCASED IN A 4-INCH PVC PIPE AND IS FLUSH
 AD8311'WITH THE GROUND SURFACE.
 AD8311
 AD8311                          STATION RECOVERY (1998)
 AD8311
 AD8311'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8311'MARK NOT FOUND.
 AD8311
 AD8311                          STATION RECOVERY (2005)
 AD8311
 AD8311'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM)
 AD8311'THE DESCRIPTION ON THE DATASHEET WOULD PLACE THE MARK UNDER A
 AD8311'BUILDING. THE LA  LO NUMBERS WOULD PLACE IT IN THE WATER OF THE YACHT
 AD8311'BASIN. AD8306 IS PHYSICALLY 20FT NE OF THIS CITY PIER BLDG. AND
 AD8311'THEREFORE WOULD PROMPT THAT BOTH THE DESCRIPTION AND THE LA LO ARE
 AD8311'INCORRECT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8309 ***********************************************************************
 AD8309  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8309  DESIGNATION -  872 5520 F
 AD8309  PID         -  AD8309
 AD8309  STATE/COUNTY-  FL/LEE
 AD8309  COUNTRY     -  US
 AD8309  USGS QUAD   -  FORT MYERS (2018)
 AD8309
 AD8309                         *CURRENT SURVEY CONTROL
 AD8309  ______________________________________________________________________
 AD8309* NAD 83(2011) POSITION- 26 38 43.58980(N) 081 52 23.07422(W)   ADJUSTED
 AD8309* NAD 83(2011) ELLIP HT-   -23.035 (meters)        (06/27/12)   ADJUSTED
 AD8309* NAD 83(2011) EPOCH   -  2010.00
 AD8309* NAVD 88 ORTHO HEIGHT -     1.139 (meters)        3.74  (feet) ADJUSTED
 AD8309  ______________________________________________________________________
 AD8309  GEOID HEIGHT    -        -24.180 (meters)                     GEOID18
 AD8309  NAD 83(2011) X  -    806,437.916 (meters)                     COMP
 AD8309  NAD 83(2011) Y  - -5,647,303.171 (meters)                     COMP
 AD8309  NAD 83(2011) Z  -  2,843,146.799 (meters)                     COMP
 AD8309  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 AD8309  DYNAMIC HEIGHT  -          1.137 (meters)        3.73  (feet) COMP
 AD8309  MODELED GRAVITY -    979,074.5   (mgal)                       NAVD 88
 AD8309
 AD8309  VERT ORDER      -  FIRST     CLASS II
 AD8309
 AD8309  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8309  Standards:
 AD8309         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8309            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8309  -------------------------------------------------------------------
 AD8309  NETWORK    2.61   4.47           1.03   1.10   2.28      0.03941431
 AD8309  -------------------------------------------------------------------
 AD8309  Click here for local accuracies and other accuracy information.
 AD8309
 AD8309.The horizontal coordinates were established by GPS observations
 AD8309.and adjusted by the National Geodetic Survey in June 2012.
 AD8309
 AD8309.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8309.been affixed to the stable North American tectonic plate. See 
 AD8309.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8309
 AD8309.The horizontal coordinates are valid at the epoch date displayed above
 AD8309.which is a decimal equivalence of Year/Month/Day.
 AD8309
 AD8309.The orthometric height was determined by differential leveling and
 AD8309.adjusted by the NATIONAL GEODETIC SURVEY
 AD8309.in July 2010.
 AD8309
 AD8309.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8309.GEOID18 height accuracy estimate available here.
 AD8309
 AD8309.This Tidal Bench Mark is designated as VM 1783
 AD8309.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8309
 AD8309.Click photographs - Photos may exist for this station.
 AD8309
 AD8309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8309
 AD8309.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8309
 AD8309.The ellipsoidal height was determined by GPS observations
 AD8309.and is referenced to NAD 83.
 AD8309
 AD8309.The dynamic height is computed by dividing the NAVD 88
 AD8309.geopotential number by the normal gravity value computed on the
 AD8309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8309.degrees latitude (g = 980.6199 gals.).
 AD8309
 AD8309.The modeled gravity was interpolated from observed gravity values.
 AD8309
 AD8309. The following values were computed from the NAD 83(2011) position.
 AD8309
 AD8309;                    North         East     Units Scale Factor Converg.
 AD8309;SPC FL W     -   256,127.308   212,636.342   MT  0.99994315   +0 03 24.9
 AD8309;SPC FL W     -   840,311.01    697,624.40   sFT  0.99994315   +0 03 24.9
 AD8309;UTM  17      - 2,947,462.549   413,105.546   MT  0.99969322   -0 23 29.7
 AD8309
 AD8309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8309!SPC FL W     -   1.00000362  x   0.99994315  =   0.99994677
 AD8309!UTM  17      -   1.00000362  x   0.99969322  =   0.99969684
 AD8309
 AD8309_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1310547462(NAD 83)
 AD8309
 AD8309|---------------------------------------------------------------------|
 AD8309| PID    Reference Object                     Distance      Geod. Az  |
 AD8309|                                                           dddmmss.s |
 AD8309| AD8306 872 5520 B                          246.358 METERS 04942     |
 AD8309| AD8307 872 5520 H                           65.930 METERS 21111     |
 AD8309|---------------------------------------------------------------------|
 AD8309
 AD8309                          SUPERSEDED SURVEY CONTROL
 AD8309
 AD8309  NAD 83(2007)-  26 38 43.58992(N)    081 52 23.07481(W) AD(2002.00) 0
 AD8309  ELLIP H (02/10/07)  -23.017  (m)                       GP(2002.00)    
 AD8309  NAD 83(1999)-  26 38 43.59010(N)    081 52 23.07499(W) AD(       ) 1
 AD8309  ELLIP H (12/12/02)  -23.039  (m)                       GP(       ) 4 1
 AD8309  NAVD 88               1.14   (m)            3.7    (f) LEVELING    3  
 AD8309  NAVD 88 (09/04/92)    1.138  (m)            3.73   (f) SUPERSEDED  1 2
 AD8309  NGVD 29 (09/01/92)    1.496  (m)            4.91   (f) ADJUSTED    1 2
 AD8309
 AD8309.Superseded values are not recommended for survey control.
 AD8309
 AD8309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8309.See file dsdata.pdf to determine how the superseded data were derived.
 AD8309
 AD8309_MARKER: DD = SURVEY DISK
 AD8309_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD8309_SP_SET: RETAINING WALL
 AD8309_STAMPING: 5520 F 1990
 AD8309_MARK LOGO: NOS
 AD8309_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8309_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8309+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2016
 AD8309
 AD8309  HISTORY     - Date     Condition        Report By
 AD8309  HISTORY     - 1990     MONUMENTED       NOS
 AD8309  HISTORY     - 19920402 GOOD             NGS
 AD8309  HISTORY     - 19980106 GOOD             USPSQD
 AD8309  HISTORY     - 20011015 GOOD             LDBLS
 AD8309  HISTORY     - 20020508 GOOD             MAPTEC
 AD8309  HISTORY     - 20050118 GOOD             USPSQD
 AD8309  HISTORY     - 20081206 GOOD             FLDEP
 AD8309  HISTORY     - 20160118 GOOD             GEOCAC
 AD8309
 AD8309                          STATION DESCRIPTION
 AD8309
 AD8309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8309'IN FORT MYERS, AT THE INTERSECTION OF MONROE STREET AND EDWARDS
 AD8309'DRIVE, IN TOP OF A CONCRETE RETAINING WALL ON THE SOUTHEAST BANK OF
 AD8309'THE CALOOSAHATCHEE RIVER AND THE NORTHWEST EDGE OF RIVERSIDE PARK,
 AD8309'89.0 M (292.0 FT) NORTHWEST OF THE CENTERLINE OF THE DRIVE, 66.3 M
 AD8309'(217.5 FT) SOUTHWEST OF THE NORTHEAST END OF THE WALL, 33.0 M (108.3
 AD8309'FT) WEST OF THE WEST END OF A MEMORIAL MONUMENT (BUCKINGHAM AND PAGE
 AD8309'ARMY AIR FIELDS), 18.9 M (62.0 FT) NORTHWEST OF THE SOUTHWEST CORNER
 AD8309'OF A FOOTING FOR A FLAG POLE, 5.6 M (18.4 FT) NORTHEAST OF THE
 AD8309'EXTENDED CENTERLINE OF THE NORTHBOUND LANES OF THE STREET, 0.3 M (1.0
 AD8309'FT) ABOVE THE LEVEL OF THE DRIVE.
 AD8309
 AD8309                          STATION RECOVERY (1998)
 AD8309
 AD8309'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8309'RECOVERED IN GOOD CONDITION.
 AD8309
 AD8309                          STATION RECOVERY (2001)
 AD8309
 AD8309'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD8309'THE MARK IS IN FORT MYERS AT THE NORTH EDGE OF CENTENNIAL PARK, IN LEE
 AD8309'COUNTY, FLORIDA. OWNERSHIP--CITY OF FORT MYERS.
 AD8309'
 AD8309'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE
 AD8309'STREET (AT THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS)  GO
 AD8309'NORTHWEST ALONG MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT
 AD8309'EDWARDS DRIVE AND THE MARK.
 AD8309'
 AD8309'THE MARK IS ON THE TOP OF THE 0.61 M (2.0 FT) WIDE CONCRETE SEAWALL
 AD8309'(RETAINING WALL) ON THE NORTH EDGE OF CENTENNIAL PARK AND ALONG THE
 AD8309'SOUTH BANK OF THE CALOOSAHATCHEE RIVER, 83.67 M (274.5 FT) NORTHWEST
 AD8309'OF THE CENTERLINE OF EDWARDS DRIVE, 33.41 M (109.6 FT) WEST OF THE
 AD8309'WEST END OF A MEMORIAL MONUMENT (BUCKINGHAM AND PAGE ARMY AIR FIELDS)
 AD8309'19.66 M (64.5 FT) NORTHWEST OF THE CENTER OF A 9-INCH ROUND METAL
 AD8309'FLAGPOLE, 5.61 M (18.4 FT) NORTHEAST ALONG THE SEAWALL FROM THE
 AD8309'EXTENDED CENTERLINE OF THE NORTHBOUND LANES OF MONROE STREET, AND 0.15
 AD8309'M ( 0.5 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE SEAWALL.  THE DISK
 AD8309'IS SET FLUSH IN THE TOP OF THE CONCRETE SEAWALL, ABOUT 0.30 M (1.0 FT)
 AD8309'ABOVE THE LEVEL OF EDWARDS DRIVE.
 AD8309
 AD8309                          STATION RECOVERY (2002)
 AD8309
 AD8309'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD8309'RECOVERED IN GOOD CONDITION.
 AD8309
 AD8309                          STATION RECOVERY (2005)
 AD8309
 AD8309'RECOVERY NOTE BY US POWER SQUADRON 2005
 AD8309'RECOVERED IN GOOD CONDITION.
 AD8309
 AD8309                          STATION RECOVERY (2008)
 AD8309
 AD8309'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD8309'RECOVERED AS DESCRIBED.
 AD8309
 AD8309                          STATION RECOVERY (2016)
 AD8309
 AD8309'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD8309'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8308 ***********************************************************************
 AD8308  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8308  DESIGNATION -  872 5520 G
 AD8308  PID         -  AD8308
 AD8308  STATE/COUNTY-  FL/LEE
 AD8308  COUNTRY     -  US
 AD8308  USGS QUAD   -  FORT MYERS (2018)
 AD8308
 AD8308                         *CURRENT SURVEY CONTROL
 AD8308  ______________________________________________________________________
 AD8308* NAD 83(1986) POSITION- 26 38 45.1    (N) 081 52 21.3    (W)   HD_HELD2
 AD8308* NAVD 88 ORTHO HEIGHT -     0.856 (meters)        2.81  (feet) ADJUSTED
 AD8308  ______________________________________________________________________
 AD8308  GEOID HEIGHT    -        -24.181 (meters)                     GEOID18
 AD8308  DYNAMIC HEIGHT  -          0.855 (meters)        2.81  (feet) COMP
 AD8308  MODELED GRAVITY -    979,074.5   (mgal)                       NAVD 88
 AD8308
 AD8308  VERT ORDER      -  FIRST     CLASS II
 AD8308
 AD8308.The horizontal coordinates were established by autonomous hand held GPS
 AD8308.observations and have an estimated accuracy of +/- 10 meters.
 AD8308
 AD8308.The orthometric height was determined by differential leveling and
 AD8308.adjusted by the NATIONAL GEODETIC SURVEY
 AD8308.in September 1992.
 AD8308
 AD8308.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8308.GEOID18 height accuracy estimate available here.
 AD8308
 AD8308.This Tidal Bench Mark is designated as VM 1784
 AD8308.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8308
 AD8308.Click photographs - Photos may exist for this station.
 AD8308
 AD8308.The dynamic height is computed by dividing the NAVD 88
 AD8308.geopotential number by the normal gravity value computed on the
 AD8308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8308.degrees latitude (g = 980.6199 gals.).
 AD8308
 AD8308.The modeled gravity was interpolated from observed gravity values.
 AD8308
 AD8308;                    North         East    Units  Estimated Accuracy
 AD8308;SPC FL W     -   256,174.      212,685.      MT  (+/- 10 meters HH2 GPS)
 AD8308
 AD8308_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1315447508(NAD 83)
 AD8308
 AD8308                          SUPERSEDED SURVEY CONTROL
 AD8308
 AD8308  NGVD 29 (09/01/92)    1.214  (m)            3.98   (f) ADJUSTED    1 2
 AD8308
 AD8308.Superseded values are not recommended for survey control.
 AD8308
 AD8308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8308.See file dsdata.pdf to determine how the superseded data were derived.
 AD8308
 AD8308_MARKER: DJ = TIDAL STATION DISK
 AD8308_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD8308_SP_SET: RETAINING WALL
 AD8308_STAMPING: 5520 G 1990
 AD8308_MARK LOGO: NOS
 AD8308_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD8308+STABILITY: SURFACE MOTION
 AD8308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD8308+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2001
 AD8308
 AD8308  HISTORY     - Date     Condition        Report By
 AD8308  HISTORY     - 1990     MONUMENTED       NOS
 AD8308  HISTORY     - 19920402 GOOD             NGS
 AD8308  HISTORY     - 19980106 GOOD             USPSQD
 AD8308  HISTORY     - 20011010 GOOD             LDBLS
 AD8308  HISTORY     - 20050118 MARK NOT FOUND   USPSQD
 AD8308  HISTORY     - 20081206 MARK NOT FOUND   FLDEP
 AD8308
 AD8308                          STATION DESCRIPTION
 AD8308
 AD8308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8308'IN FORT MYERS, AT THE INTERSECTION OF MONROE STREET AND EDWARDS
 AD8308'DRIVE, IN TOP OF A CONCRETE RETAINING WALL ON THE SOUTHEAST BANK OF
 AD8308'THE CALOOSAHATCHEE RIVER AND THE NORTHWEST EDGE OF RIVERSIDE PARK,
 AD8308'93.8 M (307.7 FT) NORTHWEST OF THE CENTERLINE OF THE DRIVE, 72.4 M
 AD8308'(237.5 FT) NORTHEAST OF THE EXTENDED CENTERLINE OF THE NORTHBOUND
 AD8308'LANES OF THE STREET, 37.9 M (124.3 FT) NORTHEAST OF THE NORTHEAST
 AD8308'CORNER OF A MEMORIAL MONUMENT (BUCKINGHAM AND PAGE ARMY AIR FIELDS),
 AD8308'10.1 M (33.1 FT) SOUTHWEST OF THE CENTER OF A BOAT RAMP, AND 0.3 M
 AD8308'(1.0 FT) ABOVE THE LEVEL OF THE DRIVE.
 AD8308
 AD8308                          STATION RECOVERY (1998)
 AD8308
 AD8308'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8308'RECOVERED IN GOOD CONDITION.
 AD8308
 AD8308                          STATION RECOVERY (2001)
 AD8308
 AD8308'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD8308'THE MARK IS IN FORT MYERS NEAR THE NORTHEAST CORNER OF CENTENNIAL
 AD8308'PARK. IN LEE COUNTY, FLORIDA. OWNERSHIP--CITY OF FORT MYERS.
 AD8308'
 AD8308'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE
 AD8308'STREET (AT THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS)  GO
 AD8308'NORTHWEST ALONG MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT
 AD8308'EDWARDS DRIVE, GO NORTHEAST ON EDWARDS DRIVE ABOUT 0.08 KM (0.05 MI)
 AD8308'AND TURN LEFT ONTO AN ASPHALT DRIVE AND GO NORTH ACROSS THE ASPHALT
 AD8308'PARKING AREA TO A BOAT RAMP ON THE SOUTH BANK OF THE CALOOSAHATCHEE
 AD8308'RIVER AND THE MARK.
 AD8308'
 AD8308'THE MARK IS ON THE TOP OF A 1.22 M (4.0 FT) WIDE CONCRETE RETAINING
 AD8308'WALL ON THE WEST SIDE OF THE BOAT RAMP, 95.16 M (312.2 FT) NORTHWEST
 AD8308'OF THE CENTERLINE OF EDWARDS DRIVE. 73.94 M (242.6 FT) NORTHEAST ALONG
 AD8308'THE 0.61 M (2.0 FT) WIDE CONCRETE SEAWALL FROM THE EXTENDED CENTERLINE
 AD8308'OF THE NORTHBOUND LANES OF MONROE STREET, 37.89 M (124.3 FT) NORTHEAST
 AD8308'OF THE NORTHEAST CORNER OF A MEMORIAL MONUMENT (BUCKINGHAM AND PAGE
 AD8308'ARMY AIR FIELDS), 29.38 M (96.4 FT) NORTHWEST OF THE FACE OF THE
 AD8308'24-INCH ROUND CONCRETE COLUMN SUPPORT IN THE NORTHWEST CORNER OF A
 AD8308'PAVILION, 7.80 M (25.6 FT) SOUTHWEST OF THE CENTER OF THE BOAT RAMP,
 AD8308'2.47 M (8.1 FT) SOUTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE
 AD8308'SEAWALL, 1.10 M (3.6 FT) SOUTHEAST ALONG THE 1.22 M (4.0 FT) WIDE
 AD8308'CONCRETE RETAINING WALL FROM ITS ABUTMENT WITH A WOOD PLANK WALK, AND
 AD8308'0.12 M (0.4 FT) EAST OF THE WEST EDGE OF THE 1.22 M (4.0 FT) RETAINING
 AD8308'WALL, THE DISK IS SET FLUSH IN THE TOP OF THE CONCRETE RETAINING WALL
 AD8308'ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF EDWARDS DRIVE.
 AD8308
 AD8308                          STATION RECOVERY (2005)
 AD8308
 AD8308'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM)
 AD8308'THE MARK WAS NOT FOUND. THERE IS PHYSICAL EVIDENCE THAT THE MARK WAS
 AD8308'FORCEABLY REMOVED AND ONLY THE EMPTY TUBE IN THE CONCRETE WALL IS
 AD8308'VISIBLE.
 AD8308
 AD8308                          STATION RECOVERY (2008)
 AD8308
 AD8308'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD8308'NOT RECOVERED.  NOTE-THE DISK HAS BEEN PRIED OFF OF ITS STEM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD8307 ***********************************************************************
 AD8307  TIDAL BM    -  This is a Tidal Bench Mark.
 AD8307  DESIGNATION -  872 5520 H
 AD8307  PID         -  AD8307
 AD8307  STATE/COUNTY-  FL/LEE
 AD8307  COUNTRY     -  US
 AD8307  USGS QUAD   -  FORT MYERS (2018)
 AD8307
 AD8307                         *CURRENT SURVEY CONTROL
 AD8307  ______________________________________________________________________
 AD8307* NAD 83(2011) POSITION- 26 38 41.75709(N) 081 52 24.30845(W)   ADJUSTED
 AD8307* NAD 83(2011) ELLIP HT-   -23.023 (meters)        (06/27/12)   ADJUSTED
 AD8307* NAD 83(2011) EPOCH   -  2010.00
 AD8307* NAVD 88 ORTHO HEIGHT -     1.145 (meters)        3.76  (feet) ADJUSTED
 AD8307  ______________________________________________________________________
 AD8307  GEOID HEIGHT    -        -24.179 (meters)                     GEOID18
 AD8307  NAD 83(2011) X  -    806,407.702 (meters)                     COMP
 AD8307  NAD 83(2011) Y  - -5,647,333.049 (meters)                     COMP
 AD8307  NAD 83(2011) Z  -  2,843,096.389 (meters)                     COMP
 AD8307  LAPLACE CORR    -         -1.97  (seconds)                    DEFLEC18
 AD8307  DYNAMIC HEIGHT  -          1.143 (meters)        3.75  (feet) COMP
 AD8307  MODELED GRAVITY -    979,074.5   (mgal)                       NAVD 88
 AD8307
 AD8307  VERT ORDER      -  FIRST     CLASS II
 AD8307
 AD8307  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AD8307  Standards:
 AD8307         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AD8307            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AD8307  -------------------------------------------------------------------
 AD8307  NETWORK    2.31   4.14           0.90   0.99   2.11     -0.00981580
 AD8307  -------------------------------------------------------------------
 AD8307  Click here for local accuracies and other accuracy information.
 AD8307
 AD8307.The horizontal coordinates were established by GPS observations
 AD8307.and adjusted by the National Geodetic Survey in June 2012.
 AD8307
 AD8307.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AD8307.been affixed to the stable North American tectonic plate. See 
 AD8307.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AD8307
 AD8307.The horizontal coordinates are valid at the epoch date displayed above
 AD8307.which is a decimal equivalence of Year/Month/Day.
 AD8307
 AD8307.The orthometric height was determined by differential leveling and
 AD8307.adjusted by the NATIONAL GEODETIC SURVEY
 AD8307.in February 2002.
 AD8307
 AD8307.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD8307.GEOID18 height accuracy estimate available here.
 AD8307
 AD8307.This Tidal Bench Mark is designated as VM 1785
 AD8307.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD8307
 AD8307.Click photographs - Photos may exist for this station.
 AD8307
 AD8307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AD8307
 AD8307.The Laplace correction was computed from DEFLEC18 derived deflections.
 AD8307
 AD8307.The ellipsoidal height was determined by GPS observations
 AD8307.and is referenced to NAD 83.
 AD8307
 AD8307.The dynamic height is computed by dividing the NAVD 88
 AD8307.geopotential number by the normal gravity value computed on the
 AD8307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD8307.degrees latitude (g = 980.6199 gals.).
 AD8307
 AD8307.The modeled gravity was interpolated from observed gravity values.
 AD8307
 AD8307. The following values were computed from the NAD 83(2011) position.
 AD8307
 AD8307;                    North         East     Units Scale Factor Converg.
 AD8307;SPC FL W     -   256,070.871   212,602.265   MT  0.99994314   +0 03 24.4
 AD8307;SPC FL W     -   840,125.85    697,512.60   sFT  0.99994314   +0 03 24.4
 AD8307;UTM  17      - 2,947,406.395   413,071.036   MT  0.99969329   -0 23 30.2
 AD8307
 AD8307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AD8307!SPC FL W     -   1.00000362  x   0.99994314  =   0.99994676
 AD8307!UTM  17      -   1.00000362  x   0.99969329  =   0.99969691
 AD8307
 AD8307:                Primary Azimuth Mark                     Grid Az
 AD8307:SPC FL W     -  G 246                                    126 42 46.5
 AD8307:UTM  17      -  G 246                                    127 09 41.1
 AD8307
 AD8307_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1307147406(NAD 83)
 AD8307
 AD8307|---------------------------------------------------------------------|
 AD8307| PID    Reference Object                     Distance      Geod. Az  |
 AD8307|                                                           dddmmss.s |
 AD8307| AD8309 872 5520 F                           65.930 METERS 03111     |
 AD8307| AD1433 G 246                               408.667 METERS 1264610.9 |
 AD8307|---------------------------------------------------------------------|
 AD8307
 AD8307                          SUPERSEDED SURVEY CONTROL
 AD8307
 AD8307  NAD 83(2007)-  26 38 41.75722(N)    081 52 24.30905(W) AD(2002.00) 0
 AD8307  ELLIP H (02/10/07)  -23.006  (m)                       GP(2002.00)    
 AD8307  NAD 83(1999)-  26 38 41.75740(N)    081 52 24.30923(W) AD(       ) 1
 AD8307  ELLIP H (12/12/02)  -23.027  (m)                       GP(       ) 4 1
 AD8307  NAVD 88               1.15   (m)            3.8    (f) LEVELING    3  
 AD8307  NAVD 88 (09/04/92)    1.147  (m)            3.76   (f) SUPERSEDED  1 2
 AD8307  NGVD 29 (09/01/92)    1.504  (m)            4.93   (f) ADJUSTED    1 2
 AD8307
 AD8307.Superseded values are not recommended for survey control.
 AD8307
 AD8307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD8307.See file dsdata.pdf to determine how the superseded data were derived.
 AD8307
 AD8307_MARKER: DB = BENCH MARK DISK
 AD8307_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AD8307_SP_SET: RETAINING WALL
 AD8307_STAMPING: 5520 H 1990
 AD8307_MARK LOGO: NOS
 AD8307_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD8307_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD8307_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD8307+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2016
 AD8307
 AD8307  HISTORY     - Date     Condition        Report By
 AD8307  HISTORY     - 1990     MONUMENTED       NOS
 AD8307  HISTORY     - 19920402 GOOD             NGS
 AD8307  HISTORY     - 19980106 MARK NOT FOUND   USPSQD
 AD8307  HISTORY     - 20011015 GOOD             LDBLS
 AD8307  HISTORY     - 20020508 GOOD             MAPTEC
 AD8307  HISTORY     - 20050118 GOOD             USPSQD
 AD8307  HISTORY     - 20081206 GOOD             FLDEP
 AD8307  HISTORY     - 20160118 GOOD             GEOCAC
 AD8307
 AD8307                          STATION DESCRIPTION
 AD8307
 AD8307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 AD8307'IN FORT MYERS, AT THE INTERSECTION OF MONROE STREET AND EDWARDS
 AD8307'DRIVE, IN TOP OF A CONCRETE RETAINING WALL ON THE SOUTHEAST BANK OF
 AD8307'THE CALOOSAHATCHEE RIVER AND THE NORTHWEST EDGE OF RIVERSIDE PARK,
 AD8307'60.4 M (198.2 FT) SOUTHWEST OF THE EXTENDED CENTERLINE OF THE
 AD8307'NORTHBOUND LANES OF THE STREET, 54.1 M (177.5 FT) NORTHWEST OF THE
 AD8307'CENTERLINE OF THE DRIVE, 30.8 M (101.0 FT) NORTHEAST OF THE CENTER OF
 AD8307'A RAMP LEADING TO A FISHING PIER, 10.1 M (33.1 FT) SOUTHWEST OF THE
 AD8307'CENTER OF A BOAT RAMP, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AD8307'DRIVE.
 AD8307
 AD8307                          STATION RECOVERY (1998)
 AD8307
 AD8307'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD8307'MARK NOT FOUND.
 AD8307
 AD8307                          STATION RECOVERY (2001)
 AD8307
 AD8307'RECOVERY NOTE BY LD BRADLEY LAND SURVEYORS 2001 (JCH)
 AD8307'THE MARK IS IN FORT MYERS LEE COUNTY, FLORIDA. OWNERSHIP--CITY OF
 AD8307'FORT MYERS.
 AD8307'
 AD8307'TO REACH THE MARK FROM THE INTERSECTION OF MAIN STREET AND MONROE
 AD8307'STREET (AT THE NORTHWEST CORNER OF THE COURTHOUSE IN FORT MYERS)  GO
 AD8307'NORTHWEST ALONG MONROE STREET THREE (3) BLOCKS TO ITS TERMINATION AT
 AD8307'EDWARDS DRIVE AND THE MARK.
 AD8307'
 AD8307'THE MARK IS ON THE TOP OF THE 0.61 M (2 FT) WIDE CONCRETE SEAWALL
 AD8307'(RETAINING WALL) ON THE NORTH EDGE OF CENTENNIAL PARK AND ALONG THE
 AD8307'SOUTH BANK OF THE CALOOSAHATCHEE RIVER, 3.80 M (176.5 FT) NORTHWEST OF
 AD8307'EDWARDS DRIVE, 43.89 M (144.0 FT) SOUTHWEST ALONG THE SEAWALL FROM THE
 AD8307'EXTENDED CENTERLINE OF THE SOUTHBOUND LANES OF MONROE STREET, 39.47 M
 AD8307'(129.5 FT) SOUTHWEST ALONG EDWARDS DRIVE FROM THE EXTENDED CENTERLINE
 AD8307'OF THE SOUTHBOUND LANES OF MONROE STREET, 29.41 M (96.5 FT) NORTHEAST
 AD8307'ALONG THE SEAWALL FROM THE CORNER OF THE EASTERLY EDGE OF A CONCRETE
 AD8307'FISHING PIER AT THE SEAWALL, AND 0.15 M (0.5 FT) NORTHWEST OF THE
 AD8307'SOUTHEAST EDGE OF THE SEAWALL. THE DISK IS SET FLUSH IN THE TOP OF A
 AD8307'CONCRETE SEAWALL, ABOUT 0.30 M (1.0 FT) ABOVE THE LEVEL OF EDWARDS
 AD8307'DRIVE.
 AD8307
 AD8307                          STATION RECOVERY (2002)
 AD8307
 AD8307'RECOVERY NOTE BY MAPTECH INCORPORATED 2002 (CDP)
 AD8307'RECOVERED IN GOOD CONDITION.
 AD8307
 AD8307                          STATION RECOVERY (2005)
 AD8307
 AD8307'RECOVERY NOTE BY US POWER SQUADRON 2005 (FTM)
 AD8307'RECOVERED IN GOOD CONDITION.
 AD8307
 AD8307                          STATION RECOVERY (2008)
 AD8307
 AD8307'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AD8307'RECOVERED AS DESCRIBED.
 AD8307
 AD8307                          STATION RECOVERY (2016)
 AD8307
 AD8307'RECOVERY NOTE BY GEOCACHING 2016 (RLM)
 AD8307'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG7162 ***********************************************************************
 DG7162  DESIGNATION -  872 5520 J
 DG7162  PID         -  DG7162
 DG7162  STATE/COUNTY-  FL/LEE
 DG7162  COUNTRY     -  US
 DG7162  USGS QUAD   -  FORT MYERS (2018)
 DG7162
 DG7162                         *CURRENT SURVEY CONTROL
 DG7162  ______________________________________________________________________
 DG7162* NAD 83(1986) POSITION- 26 38 34.99   (N) 081 52 26.54   (W)   HD_HELD1
 DG7162* NAVD 88 ORTHO HEIGHT -     1.420 (meters)        4.66  (feet) ADJUSTED
 DG7162  ______________________________________________________________________
 DG7162  GEOID HEIGHT    -        -24.177 (meters)                     GEOID18
 DG7162  DYNAMIC HEIGHT  -          1.418 (meters)        4.65  (feet) COMP
 DG7162  MODELED GRAVITY -    979,074.0   (mgal)                       NAVD 88
 DG7162
 DG7162  VERT ORDER      -  SECOND    CLASS I
 DG7162
 DG7162.The horizontal coordinates were determined by differentially corrected
 DG7162.hand held GPS observations or other comparable positioning techniques
 DG7162.and have an estimated accuracy of +/- 3 meters.
 DG7162
 DG7162.The orthometric height was determined by differential leveling and
 DG7162.adjusted by the NATIONAL GEODETIC SURVEY
 DG7162.in January 2005.
 DG7162
 DG7162.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG7162.GEOID18 height accuracy estimate available here.
 DG7162
 DG7162.Click photographs - Photos may exist for this station.
 DG7162
 DG7162.The dynamic height is computed by dividing the NAVD 88
 DG7162.geopotential number by the normal gravity value computed on the
 DG7162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG7162.degrees latitude (g = 980.6199 gals.).
 DG7162
 DG7162.The modeled gravity was interpolated from observed gravity values.
 DG7162
 DG7162;                    North         East    Units  Estimated Accuracy
 DG7162;SPC FL W     -   255,862.5     212,540.8     MT  (+/- 3 meters HH1 GPS) 
 DG7162
 DG7162_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK1300747198(NAD 83)
 DG7162
 DG7162                          SUPERSEDED SURVEY CONTROL
 DG7162
 DG7162.No superseded survey control is available for this station.
 DG7162
 DG7162_MARKER: F = FLANGE-ENCASED ROD
 DG7162_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DG7162_STAMPING: 5220 J 1997
 DG7162_MARK LOGO: NOS
 DG7162_PROJECTION: RECESSED 10 CENTIMETERS
 DG7162_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG7162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG7162+STABILITY: POSITION/ELEVATION WELL
 DG7162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG7162+SATELLITE: SATELLITE OBSERVATIONS - April 26, 2001
 DG7162_ROD/PIPE-DEPTH: 17.3 meters
 DG7162_SLEEVE-DEPTH  : 1.0 meters
 DG7162
 DG7162  HISTORY     - Date     Condition        Report By
 DG7162  HISTORY     - 1997     MONUMENTED       NOS
 DG7162  HISTORY     - 20010426 GOOD             NOS
 DG7162  HISTORY     - 20081206 MARK NOT FOUND   FLDEP
 DG7162
 DG7162                          STATION DESCRIPTION
 DG7162
 DG7162'DESCRIBED BY NATIONAL OCEAN SERVICE 2001 (RDJ)
 DG7162'AT FORT MYERS, WEST OF THE SE END OF THE US HIGHWAY 41 BRIDGE OVER THE
 DG7162'CALOOSAHATCHEE RIVER, THE BENCH MARK IS IN THE CENTER OF CENTENNIAL
 DG7162'PARK, 70.25 M (230.48 FT) NORTH OF A FIRE HYDRANT AT THE SOUTH
 DG7162'ENTRANCE OF THE CENTENNIAL PARK, 41.85 M (137.30 FT) SE OF THE SE
 DG7162'CORNER OF THE RESTROOM AND MAINTENANCE BUILDING ON THE WEST SIDE OF
 DG7162'PARK, AND 41.15 M (135.01 FT) WEST OF THE SOUTHEEAST END OF A BRICK
 DG7162'WALL THAT RUNS ALONG THE EAST SIDE OF THE PARK.  THE DATUM POINT IS
 DG7162'THE TOP OF A STAINLESS STEEL ROD DRIVEN 17.3 M (56.8 FT) TO REFUSAL,
 DG7162'AND ENCASED IN A NO-TOX GREASE-FILLED SLEEVE INSIDE A 5-INCH NOS LOGO
 DG7162'CAP.
 DG7162
 DG7162                          STATION RECOVERY (2008)
 DG7162
 DG7162'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 DG7162'NOT RECOVERED.  NOTE--CHANGE HAVE BEEN MADE AT THE LOCATED AREA, A
 DG7162'THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1436 ***********************************************************************
 AD1436  DESIGNATION -  872 5520 TIDAL 1
 AD1436  PID         -  AD1436
 AD1436  STATE/COUNTY-  FL/LEE
 AD1436  COUNTRY     -  US
 AD1436  USGS QUAD   -  FORT MYERS (2018)
 AD1436
 AD1436                         *CURRENT SURVEY CONTROL
 AD1436  ______________________________________________________________________
 AD1436* NAD 83(1986) POSITION- 26 38 42.     (N) 081 52 12.     (W)   SCALED
 AD1436* NAVD 88 ORTHO HEIGHT -     1.119 (meters)        3.67  (feet) ADJUSTED
 AD1436  ______________________________________________________________________
 AD1436  GEOID HEIGHT    -        -24.186 (meters)                     GEOID18
 AD1436  DYNAMIC HEIGHT  -          1.118 (meters)        3.67  (feet) COMP
 AD1436  MODELED GRAVITY -    979,074.3   (mgal)                       NAVD 88
 AD1436
 AD1436  VERT ORDER      -  FIRST     CLASS I
 AD1436
 AD1436.The horizontal coordinates were scaled from a map and have
 AD1436.an estimated accuracy of +/- 6 seconds.
 AD1436
 AD1436.The orthometric height was determined by differential leveling and
 AD1436.adjusted by the NATIONAL GEODETIC SURVEY
 AD1436.in June 1991.
 AD1436
 AD1436.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1436.GEOID18 height accuracy estimate available here.
 AD1436
 AD1436.Click photographs - Photos may exist for this station.
 AD1436
 AD1436.The dynamic height is computed by dividing the NAVD 88
 AD1436.geopotential number by the normal gravity value computed on the
 AD1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1436.degrees latitude (g = 980.6199 gals.).
 AD1436
 AD1436.The modeled gravity was interpolated from observed gravity values.
 AD1436
 AD1436;                    North         East    Units  Estimated Accuracy
 AD1436;SPC FL W     -   256,080.      212,940.      MT  (+/- 180 meters Scaled)
 AD1436
 AD1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK134474(NAD 83)
 AD1436
 AD1436                          SUPERSEDED SURVEY CONTROL
 AD1436
 AD1436  NGVD 29 (??/??/92)    1.484  (m)            4.87   (f) ADJ UNCH    1 1
 AD1436
 AD1436.Superseded values are not recommended for survey control.
 AD1436
 AD1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1436.See file dsdata.pdf to determine how the superseded data were derived.
 AD1436
 AD1436_MARKER: DB = BENCH MARK DISK
 AD1436_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD1436_SP_SET: SIDEWALK
 AD1436_STAMPING: BM NO 1 1927
 AD1436_MARK LOGO: CGS
 AD1436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1436
 AD1436  HISTORY     - Date     Condition        Report By
 AD1436  HISTORY     - 1927     MONUMENTED       CGS
 AD1436  HISTORY     - 1965     GOOD             CGS
 AD1436  HISTORY     - 1966     GOOD             CGS
 AD1436  HISTORY     - 19920401 MARK NOT FOUND   NGS
 AD1436  HISTORY     - 19980112 MARK NOT FOUND   USPSQD
 AD1436  HISTORY     - 20050207 MARK NOT FOUND   USPSQD
 AD1436
 AD1436                          STATION DESCRIPTION
 AD1436
 AD1436'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1436'AT FORT MYERS.
 AD1436'AT FORT MYERS, ABOUT 0.15 MILE NORTHEAST ALONG BAY STREET FROM
 AD1436'THE POST OFFICE, NEAR THE INTERSECTION OF HENDRY STREET, IN
 AD1436'SECTION 13, R 24 E, T 44 S, 82.0 FEET NORTHWEST OF THE CENTER
 AD1436'LINE OF BAY STREET, 8.0 FEET NORTHEAST OF THE NORTHEAST CURB
 AD1436'OF HENDRY STREET, 6.2 FEET NORTHWEST OF THE WEST CORNER OF A
 AD1436'DRY CLEANING BUILDING, 0.5 FOOT NORTHEAST OF A STEEL FENCE
 AD1436'AROUND THE PARKING AREA, 117.0 FEET NORTH OF AND ACROSS BAY
 AD1436'AND HENDRY STREETS FROM TIDAL 6 DESCRIBED AND SET IN THE TOP
 AD1436'OF THE SIDEWALK.
 AD1436
 AD1436                          STATION RECOVERY (1966)
 AD1436
 AD1436'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AD1436'RECOVERED IN GOOD CONDITION.
 AD1436
 AD1436                          STATION RECOVERY (1992)
 AD1436
 AD1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1436'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD1436
 AD1436                          STATION RECOVERY (1998)
 AD1436
 AD1436'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1436'MARK NOT FOUND.
 AD1436
 AD1436                          STATION RECOVERY (2005)
 AD1436
 AD1436'RECOVERY NOTE BY US POWER SQUADRON 2005 (FMS)
 AD1436'THE BENCHMARK WAS NOT RECOVERED. THE MARK WAS DESTROYED WHEN THE OLD
 AD1436'CONCRTE SIDEWAK WAS TORN UP AND WAS REPLACED WITH A NARROWER WIDTH
 AD1436'SECTION OF WALK WAY. THERE IS NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7873 ***********************************************************************
 AD7873  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7873  DESIGNATION -  872 5520 TIDAL 1
 AD7873  PID         -  AD7873
 AD7873  STATE/COUNTY-  FL/LEE
 AD7873  COUNTRY     -  US
 AD7873  USGS QUAD   -  FORT MYERS (2018)
 AD7873
 AD7873                         *CURRENT SURVEY CONTROL
 AD7873  ______________________________________________________________________
 AD7873* NAD 83(1986) POSITION- 26 38 45.     (N) 081 52 20.     (W)   SCALED
 AD7873* NAVD 88 ORTHO HEIGHT -     1.126 (meters)        3.69  (feet) POSTED
 AD7873  ______________________________________________________________________
 AD7873  GEOID HEIGHT    -        -24.182 (meters)                     GEOID18
 AD7873  DYNAMIC HEIGHT  -          1.12  (meters)        3.7   (feet) COMP
 AD7873  MODELED GRAVITY -    979,074.5   (mgal)                       NAVD 88
 AD7873
 AD7873  VERT ORDER      -  * POSTED, SEE BELOW
 AD7873
 AD7873.The horizontal coordinates were scaled from a map and have
 AD7873.an estimated accuracy of +/- 6 seconds.
 AD7873
 AD7873.The orthometric height was determined by differential leveling
 AD7873.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7873
 AD7873.* This is a POSTED BENCH MARK height.
 AD7873
 AD7873.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7873.GEOID18 height accuracy estimate available here.
 AD7873
 AD7873.This Tidal Bench Mark is designated as VM 732
 AD7873.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7873
 AD7873.Click photographs - Photos may exist for this station.
 AD7873
 AD7873.The dynamic height is computed by dividing the NAVD 88
 AD7873.geopotential number by the normal gravity value computed on the
 AD7873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7873.degrees latitude (g = 980.6199 gals.).
 AD7873
 AD7873.The modeled gravity was interpolated from observed gravity values.
 AD7873
 AD7873;                    North         East    Units  Estimated Accuracy
 AD7873;SPC FL W     -   256,170.      212,720.      MT  (+/- 180 meters Scaled)
 AD7873
 AD7873_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK131475(NAD 83)
 AD7873
 AD7873                          SUPERSEDED SURVEY CONTROL
 AD7873
 AD7873  NGVD 29 (09/01/92)    1.482  (m)            4.86   (f) ADJUSTED    2 1
 AD7873
 AD7873.Superseded values are not recommended for survey control.
 AD7873
 AD7873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7873.See file dsdata.pdf to determine how the superseded data were derived.
 AD7873
 AD7873_MARKER: DJ = TIDAL STATION DISK
 AD7873_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD7873_SP_SET: PAD
 AD7873_STAMPING: NO 1 1971
 AD7873_MARK LOGO: NOS
 AD7873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7873
 AD7873  HISTORY     - Date     Condition        Report By
 AD7873  HISTORY     - 1971     MONUMENTED       NOS
 AD7873  HISTORY     - 1984     GOOD             FLDNR
 AD7873  HISTORY     - 19980113 MARK NOT FOUND   USPSQD
 AD7873
 AD7873                          STATION DESCRIPTION
 AD7873
 AD7873'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7873'IN FORT MYERS.
 AD7873'THE MARK IS ON THE ACME OIL COMPANY PROPERTY WHICH IS ADJACENT TO THE
 AD7873'MUNICIPAL AUDITORIUM.  THE MARK BEARS 39.6 FEET NORTHWEST OF THE
 AD7873'SOUTH CORNER OF THE OIL COMPANY BUILDING, 22.25 FEET SOUTH OF THE
 AD7873'WEST CORNER OF THE BUILDING, 7.2 FEET SOUTHWEST OF THE SOUTHWEST WALL
 AD7873'OF THE BUILDING, AND IS SET FLUSH IN A 6-FOOT BY 10-FOOT CONCRETE
 AD7873'PAD.
 AD7873'THE MARK IS ABOVE LEVEL WITH GROUND.
 AD7873
 AD7873                          STATION RECOVERY (1998)
 AD7873
 AD7873'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD7873'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1435 ***********************************************************************
 AD1435  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1435  DESIGNATION -  872 5520 TIDAL 6
 AD1435  PID         -  AD1435
 AD1435  STATE/COUNTY-  FL/LEE
 AD1435  COUNTRY     -  US
 AD1435  USGS QUAD   -  FORT MYERS (2018)
 AD1435
 AD1435                         *CURRENT SURVEY CONTROL
 AD1435  ______________________________________________________________________
 AD1435* NAD 83(1986) POSITION- 26 38 42.     (N) 081 52 12.     (W)   SCALED
 AD1435* NAVD 88 ORTHO HEIGHT -     1.171 (meters)        3.84  (feet) ADJUSTED
 AD1435  ______________________________________________________________________
 AD1435  GEOID HEIGHT    -        -24.186 (meters)                     GEOID18
 AD1435  DYNAMIC HEIGHT  -          1.169 (meters)        3.84  (feet) COMP
 AD1435  MODELED GRAVITY -    979,074.3   (mgal)                       NAVD 88
 AD1435
 AD1435  VERT ORDER      -  FIRST     CLASS I
 AD1435
 AD1435.The horizontal coordinates were scaled from a map and have
 AD1435.an estimated accuracy of +/- 6 seconds.
 AD1435
 AD1435.The orthometric height was determined by differential leveling and
 AD1435.adjusted by the NATIONAL GEODETIC SURVEY
 AD1435.in June 1991.
 AD1435
 AD1435.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1435.GEOID18 height accuracy estimate available here.
 AD1435
 AD1435.This Tidal Bench Mark is designated as VM 733
 AD1435.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1435
 AD1435.Click photographs - Photos may exist for this station.
 AD1435
 AD1435.The dynamic height is computed by dividing the NAVD 88
 AD1435.geopotential number by the normal gravity value computed on the
 AD1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1435.degrees latitude (g = 980.6199 gals.).
 AD1435
 AD1435.The modeled gravity was interpolated from observed gravity values.
 AD1435
 AD1435;                    North         East    Units  Estimated Accuracy
 AD1435;SPC FL W     -   256,080.      212,940.      MT  (+/- 180 meters Scaled)
 AD1435
 AD1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK134474(NAD 83)
 AD1435
 AD1435                          SUPERSEDED SURVEY CONTROL
 AD1435
 AD1435  NGVD 29 (??/??/92)    1.535  (m)            5.04   (f) ADJ UNCH    1 1
 AD1435
 AD1435.Superseded values are not recommended for survey control.
 AD1435
 AD1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1435.See file dsdata.pdf to determine how the superseded data were derived.
 AD1435
 AD1435_MARKER: DB = BENCH MARK DISK
 AD1435_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD1435_SP_SET: SIDEWALK
 AD1435_STAMPING: BM NO 6 1928
 AD1435_MARK LOGO: CGS
 AD1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1435
 AD1435  HISTORY     - Date     Condition        Report By
 AD1435  HISTORY     - 1928     MONUMENTED       CGS
 AD1435  HISTORY     - 1965     GOOD             CGS
 AD1435  HISTORY     - 1974     GOOD             NGS
 AD1435  HISTORY     - 19920401 MARK NOT FOUND   NGS
 AD1435  HISTORY     - 19980112 MARK NOT FOUND   USPSQD
 AD1435  HISTORY     - 20050207 MARK NOT FOUND   USPSQD
 AD1435
 AD1435                          STATION DESCRIPTION
 AD1435
 AD1435'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AD1435'AT FORT MYERS.
 AD1435'AT FORT MYERS, ABOUT 0.15 MILE NORTHEAST ALONG BAY STREET FROM
 AD1435'THE POST OFFICE, NEAR THE INTERSECTION OF HENDRY STREET, 6.0
 AD1435'FEET SOUTHEAST OF THE SOUTHEAST CURB OF BAY STREET, 5.5 FEET
 AD1435'SOUTHWEST OF THE SOUTHWEST CURB OF HENDRY STREET, 117.0 FEET
 AD1435'SOUTH OF AND ACROSS BAY AND HENDRY STREETS FROM TIDAL 1 DESCRIBED,
 AD1435'LEVEL WITH THE SIDEWALK AND IS SET IN THE TOP OF THE SIDEWALK.
 AD1435
 AD1435                          STATION RECOVERY (1974)
 AD1435
 AD1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AD1435'RECOVERED IN GOOD CONDITION.
 AD1435
 AD1435                          STATION RECOVERY (1992)
 AD1435
 AD1435'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 AD1435'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AD1435
 AD1435                          STATION RECOVERY (1998)
 AD1435
 AD1435'RECOVERY NOTE BY US POWER SQUADRON 1998
 AD1435'MARK NOT FOUND.
 AD1435
 AD1435                          STATION RECOVERY (2005)
 AD1435
 AD1435'RECOVERY NOTE BY US POWER SQUADRON 2005 (FMS)
 AD1435'THE BENCHMARK WAS NOT RECOVERED. THE MARK WAS DESTROYED WHEN THE OLD
 AD1435'STYLE CONCRTE SIDEWAK CURB WAS REPLACED WITH A HANDICAP RAMP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1717 ***********************************************************************
 AG1717  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1717  DESIGNATION -  872 5528 4
 AG1717  PID         -  AG1717
 AG1717  STATE/COUNTY-  FL/LEE
 AG1717  COUNTRY     -  US
 AG1717  USGS QUAD   -  BOKEELIA (2018)
 AG1717
 AG1717                         *CURRENT SURVEY CONTROL
 AG1717  ______________________________________________________________________
 AG1717* NAD 83(1986) POSITION- 26 39 40.     (N) 082 09 17.     (W)   SCALED
 AG1717* NAVD 88 ORTHO HEIGHT -     0.447 (meters)        1.47  (feet) ADJUSTED
 AG1717  ______________________________________________________________________
 AG1717  GEOID HEIGHT    -        -23.705 (meters)                     GEOID18
 AG1717  DYNAMIC HEIGHT  -          0.446 (meters)        1.46  (feet) COMP
 AG1717  MODELED GRAVITY -    979,096.4   (mgal)                       NAVD 88
 AG1717
 AG1717  VERT ORDER      -  FIRST     CLASS I
 AG1717
 AG1717.The horizontal coordinates were scaled from a map and have
 AG1717.an estimated accuracy of +/- 6 seconds.
 AG1717
 AG1717.The orthometric height was determined by differential leveling and
 AG1717.adjusted by the NATIONAL GEODETIC SURVEY
 AG1717.in June 1991.
 AG1717
 AG1717.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1717.GEOID18 height accuracy estimate available here.
 AG1717
 AG1717.This Tidal Bench Mark is designated as VM 10618
 AG1717.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1717
 AG1717.Click photographs - Photos may exist for this station.
 AG1717
 AG1717.The dynamic height is computed by dividing the NAVD 88
 AG1717.geopotential number by the normal gravity value computed on the
 AG1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1717.degrees latitude (g = 980.6199 gals.).
 AG1717
 AG1717.The modeled gravity was interpolated from observed gravity values.
 AG1717
 AG1717;                    North         East    Units  Estimated Accuracy
 AG1717;SPC FL W     -   257,870.      184,600.      MT  (+/- 180 meters Scaled)
 AG1717
 AG1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK850494(NAD 83)
 AG1717
 AG1717                          SUPERSEDED SURVEY CONTROL
 AG1717
 AG1717  NGVD 29 (09/01/92)    0.809  (m)            2.65   (f) ADJUSTED    1 1
 AG1717  NGVD 29 (??/??/87)    0.809  (m)            2.65   (f) SUPERSEDED  1 1
 AG1717
 AG1717.Superseded values are not recommended for survey control.
 AG1717
 AG1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1717.See file dsdata.pdf to determine how the superseded data were derived.
 AG1717
 AG1717_MARKER: DB = BENCH MARK DISK
 AG1717_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG1717_SP_SET: SEAWALL
 AG1717_STAMPING: NO 4 1965
 AG1717_MARK LOGO: CGS
 AG1717_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1717+STABILITY: SURFACE MOTION
 AG1717
 AG1717  HISTORY     - Date     Condition        Report By
 AG1717  HISTORY     - 1965     MONUMENTED       CGS
 AG1717  HISTORY     - 1974     GOOD             NGS
 AG1717  HISTORY     - 1984     GOOD             FLDNR
 AG1717  HISTORY     - 19890714 GOOD             FLDNR
 AG1717  HISTORY     - 20081115 MARK NOT FOUND   FLDEP
 AG1717
 AG1717                          STATION DESCRIPTION
 AG1717
 AG1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 AG1717'AT PINELAND.
 AG1717'AT PINELAND, ABOUT 0.6 MILE NORTHWEST ALONG A SAND ROAD FROM THE
 AG1717'POST OFFICE, ON PROPERTY PRESENTLY OWNED BY MR. A.M HEITER,
 AG1717'SET IN THE TOP OF THE SEA WALL ALONG THE WEST SIDE OF THE
 AG1717'PROPERTY, 55 YARDS NORTH OF THE EAST END OF THE FISHING PIER,
 AG1717'ABOUT 75 YARDS NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE
 AG1717'AND ABOUT LEVEL WITH THE YARD.
 AG1717
 AG1717                          STATION RECOVERY (1974)
 AG1717
 AG1717'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 AG1717'RECOVERED IN GOOD CONDITION.
 AG1717
 AG1717                          STATION RECOVERY (1984)
 AG1717
 AG1717'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1717'RECOVERED IN GOOD CONDITION EXCEPT THE HEITER PROPERTY IS NOW AN
 AG1717'EPISCOPALIAN CLOISTER.
 AG1717
 AG1717                          STATION RECOVERY (1989)
 AG1717
 AG1717'RECOVERY NOTE BY FL DEPT OF NAT RES 1989
 AG1717'RECOVERED IN GOOD CONDITION.
 AG1717
 AG1717                          STATION RECOVERY (2008)
 AG1717
 AG1717'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG1717'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 AG1717'MARK, 2.0 FT (0.6 M) HIGH CONCRETE WALL WAS ON TOP OF THE SEA WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9350 ***********************************************************************
 AG9350  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9350  DESIGNATION -  872 5528 A
 AG9350  PID         -  AG9350
 AG9350  STATE/COUNTY-  FL/LEE
 AG9350  COUNTRY     -  US
 AG9350  USGS QUAD   -  BOKEELIA (2018)
 AG9350
 AG9350                         *CURRENT SURVEY CONTROL
 AG9350  ______________________________________________________________________
 AG9350* NAD 83(1986) POSITION- 26 39 40.     (N) 082 09 16.     (W)   SCALED
 AG9350* NAVD 88 ORTHO HEIGHT -     0.471 (meters)        1.55  (feet) POSTED
 AG9350  ______________________________________________________________________
 AG9350  GEOID HEIGHT    -        -23.705 (meters)                     GEOID18
 AG9350  DYNAMIC HEIGHT  -          0.47  (meters)        1.5   (feet) COMP
 AG9350  MODELED GRAVITY -    979,096.4   (mgal)                       NAVD 88
 AG9350
 AG9350  VERT ORDER      -  * POSTED, SEE BELOW
 AG9350
 AG9350.The horizontal coordinates were scaled from a map and have
 AG9350.an estimated accuracy of +/- 6 seconds.
 AG9350
 AG9350.The orthometric height was determined by differential leveling
 AG9350.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AG9350
 AG9350.* This is a POSTED BENCH MARK height.
 AG9350
 AG9350.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9350.GEOID18 height accuracy estimate available here.
 AG9350
 AG9350.This Tidal Bench Mark is designated as VM 10614
 AG9350.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9350
 AG9350.Click photographs - Photos may exist for this station.
 AG9350
 AG9350.The dynamic height is computed by dividing the NAVD 88
 AG9350.geopotential number by the normal gravity value computed on the
 AG9350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9350.degrees latitude (g = 980.6199 gals.).
 AG9350
 AG9350.The modeled gravity was interpolated from observed gravity values.
 AG9350
 AG9350;                    North         East    Units  Estimated Accuracy
 AG9350;SPC FL W     -   257,870.      184,630.      MT  (+/- 180 meters Scaled)
 AG9350
 AG9350_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK851494(NAD 83)
 AG9350
 AG9350                          SUPERSEDED SURVEY CONTROL
 AG9350
 AG9350  NGVD 29 (09/01/92)    0.832  (m)            2.73   (f) ADJUSTED    2 1
 AG9350
 AG9350.Superseded values are not recommended for survey control.
 AG9350
 AG9350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9350.See file dsdata.pdf to determine how the superseded data were derived.
 AG9350
 AG9350_MARKER: DJ = TIDAL STATION DISK
 AG9350_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9350_SP_SET: SEAWALL
 AG9350_STAMPING: 5528 A 1977
 AG9350_MARK LOGO: NOS
 AG9350_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AG9350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9350+STABILITY: SURFACE MOTION
 AG9350
 AG9350  HISTORY     - Date     Condition        Report By
 AG9350  HISTORY     - 1977     MONUMENTED       NOS
 AG9350  HISTORY     - 1984     GOOD             FLDNR
 AG9350  HISTORY     - 19890714 GOOD             FLDNR
 AG9350  HISTORY     - 20081115 MARK NOT FOUND   FLDEP
 AG9350
 AG9350                          STATION DESCRIPTION
 AG9350
 AG9350'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9350'IN PINELAND.
 AG9350'THE MARK IS SET IN THE CONCRETE SEAWALL ON THE PROPERTY OF THE
 AG9350'EPISCOPALIAN CLOISTER, 1.2 FEET SOUTH OF THE SOUTH EDGE OF THE WOODEN
 AG9350'DOCK, AND 61 FEET EAST OF THE CENTER OF TWO STUCCO BUILDINGS WITH RED
 AG9350'TILE ROOFS.
 AG9350
 AG9350                          STATION RECOVERY (1989)
 AG9350
 AG9350'RECOVERY NOTE BY FL DEPT OF NAT RES 1989
 AG9350'THE BENCHMARK IS LOCATED AT TH EPISCOPALIAN CLOISTER IN PINELAND ON
 AG9350'PINE ISLAND, IN SECTION 7, TOWNSHIP 44 S, RANGE 22 E.
 AG9350'TO REACH THE BENCHMARK FROM THE POST OFFICE IN PINELAND, GO NORTHWEST
 AG9350'ON THE PAVED ROAD (NO NAME) IN FRONT OF THE POST OFFICE FOR 0.6 MI
 AG9350'(1.0 KM) TO THE CLOISTER AND THE BENCHMARK ON THE LEFT.
 AG9350'THE BENCHMARK IS SET IN THE TOP OF THE SEA WALL SOUTHWEST OF THE
 AG9350'BUILDING OF THE CLOISTER, 85 FT (25.9 M) NORTH OF BENCHMARK 872 5528
 AG9350'B, 61.0 FT (18.6 M) EAST OF THE CENTER OF TWO STUCCO BUILDINGS WITH
 AG9350'RED TILE ROOFS AND 1.2 FT (0.4 M) SOUTH OF THE SOUTH SIDE OF A WOODEN
 AG9350'DOCK.
 AG9350
 AG9350                          STATION RECOVERY (2008)
 AG9350
 AG9350'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG9350'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 AG9350'MARK, 2.0 FT (0.6 M) HIGH CONCRETE WALL WAS ON TOP OF THE SEA WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9351 ***********************************************************************
 AG9351  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9351  DESIGNATION -  872 5528 B
 AG9351  PID         -  AG9351
 AG9351  STATE/COUNTY-  FL/LEE
 AG9351  COUNTRY     -  US
 AG9351  USGS QUAD   -  BOKEELIA (2018)
 AG9351
 AG9351                         *CURRENT SURVEY CONTROL
 AG9351  ______________________________________________________________________
 AG9351* NAD 83(1986) POSITION- 26 39 38.4    (N) 082 09 16.8    (W)   HD_HELD2
 AG9351* NAVD 88 ORTHO HEIGHT -     0.761 (meters)        2.50  (feet) ADJUSTED
 AG9351  ______________________________________________________________________
 AG9351  GEOID HEIGHT    -        -23.705 (meters)                     GEOID18
 AG9351  DYNAMIC HEIGHT  -          0.759 (meters)        2.49  (feet) COMP
 AG9351  MODELED GRAVITY -    979,096.4   (mgal)                       NAVD 88
 AG9351
 AG9351  VERT ORDER      -  FIRST     CLASS II
 AG9351
 AG9351.The horizontal coordinates were established by autonomous hand held GPS
 AG9351.observations and have an estimated accuracy of +/- 10 meters.
 AG9351
 AG9351.The orthometric height was determined by differential leveling and
 AG9351.adjusted by the NATIONAL GEODETIC SURVEY
 AG9351.in July 2010.
 AG9351
 AG9351.No vertical observational check was made to the station.
 AG9351
 AG9351.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9351.GEOID18 height accuracy estimate available here.
 AG9351
 AG9351.This Tidal Bench Mark is designated as VM 10615
 AG9351.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9351
 AG9351.Click photographs - Photos may exist for this station.
 AG9351
 AG9351.The dynamic height is computed by dividing the NAVD 88
 AG9351.geopotential number by the normal gravity value computed on the
 AG9351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9351.degrees latitude (g = 980.6199 gals.).
 AG9351
 AG9351.The modeled gravity was interpolated from observed gravity values.
 AG9351
 AG9351;                    North         East    Units  Estimated Accuracy
 AG9351;SPC FL W     -   257,817.      184,604.      MT  (+/- 10 meters HH2 GPS)
 AG9351
 AG9351_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8509249371(NAD 83)
 AG9351
 AG9351                          SUPERSEDED SURVEY CONTROL
 AG9351
 AG9351  NAVD 88 (??/??/92)    0.757  (m)            2.48   (f) SUPERSEDED  3 0
 AG9351  NGVD 29 (09/01/92)    1.119  (m)            3.67   (f) ADJUSTED    2 1
 AG9351
 AG9351.Superseded values are not recommended for survey control.
 AG9351
 AG9351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9351.See file dsdata.pdf to determine how the superseded data were derived.
 AG9351
 AG9351_MARKER: DJ = TIDAL STATION DISK
 AG9351_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG9351_SP_SET: SEAWALL
 AG9351_STAMPING: 5528 B 1977
 AG9351_MARK LOGO: NOS
 AG9351_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9351+STABILITY: SURFACE MOTION
 AG9351_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9351+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2008
 AG9351
 AG9351  HISTORY     - Date     Condition        Report By
 AG9351  HISTORY     - 1977     MONUMENTED       NOS
 AG9351  HISTORY     - 1984     GOOD             FLDNR
 AG9351  HISTORY     - 19890714 GOOD             FLDNR
 AG9351  HISTORY     - 20081115 GOOD             FLDEP
 AG9351
 AG9351                          STATION DESCRIPTION
 AG9351
 AG9351'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG9351'IN PINELAND.
 AG9351'THE MARK IS SET IN THE CONCRETE SEAWALL ON THE PROPERTY OF THE
 AG9351'EPISCOPALIAN CLOISTER, 57.5 FEET NORTH OF THE SOUTH END OF THE
 AG9351'SEAWALL AND 15 FEET WEST OF THE MIDDLE TREE OF THREE AUSTRALIAN
 AG9351'PINES.
 AG9351
 AG9351                          STATION RECOVERY (1989)
 AG9351
 AG9351'RECOVERY NOTE BY FL DEPT OF NAT RES 1989
 AG9351'THE BENCHMARK IS LOCATED AT TH EPISCOPALIAN CLOISTER IN PINELAND ON
 AG9351'PINE ISLAND, IN SECTION 7, TOWNSHIP 44 S, RANGE 22 E.
 AG9351'TO REACH THE BENCHMARK FROM THE POST OFFICE IN PINELAND, GO NORTHWEST
 AG9351'ON THE PAVED ROAD (NO NAME) IN FRONT OF THE POST OFFICE FOR 0.6 MI
 AG9351'(1.0 KM) TO THE CLOISTER AND THE BENCHMARK ON THE LEFT.
 AG9351'THE BENCHMARK IS SET IN THE TOP OF THE SEA WALL SOUTHWEST OF THE
 AG9351'BUILDING OF THE CLOISTER, 85.0 FT (25.9 M) SOUTH OF BENCHMARK 872
 AG9351'5528 A, 57.5 FT (17.5 M) NORTH OF THE SOUTH END OF THE SEA WALL AND
 AG9351'15.0 FT (4.6 M) WEST OF THE MIDDLE TREE OF THREE AUSTRALIAN PINES.
 AG9351
 AG9351                          STATION RECOVERY (2008)
 AG9351
 AG9351'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG9351'THE MARK IS ABOUT 5.6 MI (9.0 KM) WEST-NORTHWEST OF MATLACHA, 3.9 MI
 AG9351'(6.3 KM) NORTHWEST OF PINE ISLAND CENTER, 3.1 MI (5.0 KM) SOUTH OF
 AG9351'BOKEELIA, IN SECTION 7, TOWNSHIP 44 SOUTH, RANGE 22 EAST.
 AG9351'
 AG9351'TO REACH FROM THE INTERSECTION OF PINE ISLAND ROAD (COUNTY ROAD 78)
 AG9351'AND H. STRINGFELLOW ROAD (COUNTY ROAD 767) IN PINE ISLAND CENTER, GO
 AG9351'NORTHWEST ON H. STRINGFELLOW ROAD (COUNTY ROAD 767) FOR 3.3 MI (5.3
 AG9351'KM) TO THE JUNCTION OF PINELAND ROAD ON THE LEFT, HARBOR DRIVE LEADING
 AG9351'NORTH AND BEAU LANE LEADING EAST.  TURN LEFT ON PINELAND ROAD AND GO
 AG9351'WEST FOR 0.95 MI (1.5 KM) TO THE PINELAND POST OFFICE ON THE RIGHT.
 AG9351'CONTINUE WEST ON PINELAND ROAD (PINELAND ROAD TURNS INTO WATERFRONT
 AG9351'DRIVE) FOR 0.55 MI (0.9 KM) TO THE MARK ON THE LEFT, NEAR THE DRIVEWAY
 AG9351'OF THE TARPON LODGE, SET FLUSH IN THE TOP OF A CONCRETE SEAWALL AND
 AG9351'ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF WATERFRONT DRIVE.
 AG9351'
 AG9351'LOCATED 314.5 FT (95.9 M) WEST OF THE APPROXIMATE CENTERLINE OF
 AG9351'WATERFRONT DRIVE, 102.0 FT (31.1 M) NORTHWEST OF A U.S.ENGINEER DISK
 AG9351'B.M.C 13 M.S.L.  1946, 57.5 FT (17.5 M) NORTH OF THE SOUTHWEST CORNER
 AG9351'OF THE SEAWALL, 43.8 FT (13.4 M) SOUTH OF THE NORTHWEST CORNER OF THE
 AG9351'SEAWALL, 11.6 FT (3.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A DOCK
 AG9351'AND 3.5 FT (1.1 M) WEST OF THE APPROXIMATE CENTERLINE OF A WALKWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8707 ***********************************************************************
 DL8707  DESIGNATION -  872 5528 C
 DL8707  PID         -  DL8707
 DL8707  STATE/COUNTY-  FL/LEE
 DL8707  COUNTRY     -  US
 DL8707  USGS QUAD   -  BOKEELIA (2018)
 DL8707
 DL8707                         *CURRENT SURVEY CONTROL
 DL8707  ______________________________________________________________________
 DL8707* NAD 83(1986) POSITION- 26 39 35.55   (N) 082 09 11.75   (W)   HD_HELD1
 DL8707* NAVD 88 ORTHO HEIGHT -     0.564 (meters)        1.85  (feet) ADJUSTED
 DL8707  ______________________________________________________________________
 DL8707  GEOID HEIGHT    -        -23.705 (meters)                     GEOID18
 DL8707  DYNAMIC HEIGHT  -          0.563 (meters)        1.85  (feet) COMP
 DL8707  MODELED GRAVITY -    979,096.2   (mgal)                       NAVD 88
 DL8707
 DL8707  VERT ORDER      -  FIRST     CLASS II
 DL8707
 DL8707.The horizontal coordinates were determined by differentially corrected
 DL8707.hand held GPS observations or other comparable positioning techniques
 DL8707.and have an estimated accuracy of +/- 3 meters.
 DL8707
 DL8707.The orthometric height was determined by differential leveling and
 DL8707.adjusted by the NATIONAL GEODETIC SURVEY
 DL8707.in July 2010.
 DL8707
 DL8707.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8707.GEOID18 height accuracy estimate available here.
 DL8707
 DL8707.Click photographs - Photos may exist for this station.
 DL8707
 DL8707.The dynamic height is computed by dividing the NAVD 88
 DL8707.geopotential number by the normal gravity value computed on the
 DL8707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8707.degrees latitude (g = 980.6199 gals.).
 DL8707
 DL8707.The modeled gravity was interpolated from observed gravity values.
 DL8707
 DL8707;                    North         East    Units  Estimated Accuracy
 DL8707;SPC FL W     -   257,729.3     184,743.2     MT  (+/- 3 meters HH1 GPS) 
 DL8707
 DL8707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8523149282(NAD 83)
 DL8707
 DL8707                          SUPERSEDED SURVEY CONTROL
 DL8707
 DL8707.No superseded survey control is available for this station.
 DL8707
 DL8707_MARKER: DD = SURVEY DISK
 DL8707_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL8707_SP_SET: SLAB
 DL8707_STAMPING: 5528 C 2008
 DL8707_MARK LOGO: FLDEP
 DL8707_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL8707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL8707+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2008
 DL8707
 DL8707  HISTORY     - Date     Condition        Report By
 DL8707  HISTORY     - 20081115 MONUMENTED       FLDEP
 DL8707
 DL8707                          STATION DESCRIPTION
 DL8707
 DL8707'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL8707'THE MARK IS ABOUT 5.5 MI (8.8 KM) WEST-NORTHWEST OF MATLACHA, 3.9 MI
 DL8707'(6.3 KM) NORTHWEST OF PINE ISLAND CENTER, 3.1 MI (5.0 KM) SOUTH OF
 DL8707'BOKEELIA, IN SECTION 7, TOWNSHIP 44 SOUTH, RANGE 22 EAST.
 DL8707'
 DL8707'TO REACH THE MARK FROM THE INTERSECTION OF PINE ISLAND ROAD (COUNTY
 DL8707'ROAD 78) AND H. STRINGFELLOW ROAD (COUNTY ROAD 767) IN PINE ISLAND
 DL8707'CENTER, GO NORTHWEST ON H. STRINGFELLOW ROAD (COUNTY ROAD 767) FOR 3.3
 DL8707'MI (5.3 KM) TO THE JUNCTION OF PINELAND ROAD ON THE LEFT, HARBOR DRIVE
 DL8707'LEADING NORTH AND BEAU LANE LEADING EAST.  TURN LEFT ON PINELAND ROAD
 DL8707'AND GO WEST FOR 0.95 MI (1.5 KM) TO THE PINELAND POST OFFICE ON THE
 DL8707'RIGHT.  CONTINUE WEST ON PINELAND ROAD (PINELAND ROAD TURNS INTO
 DL8707'WATERFRONT DRIVE) FOR 0.45 MI (0.7 KM) TO A DRIVEWAY AT 13690 ON THE
 DL8707'RIGHT AND THE MARK ON THE LEFT, SET IN FLUSH IN THE TOP OF A CONCRETE
 DL8707'SLAB OF A JUNCTION BOX AND ABOUT 0.5 FT (0.2 M) ABOVE THE LEVEL OF
 DL8707'WATERFRONT DRIVE.
 DL8707'
 DL8707'LOCATED 18.0 FT (5.5 M) WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE
 DL8707'OF WATERFRONT DRIVE, 17.0 FT (5.2 M) SOUTH-SOUTHEAST OF THE EXTENDED
 DL8707'CENTERLINE OF A DRIVEWAY AT 13690, 5.0 FT (1.5 M) WEST OF A SQUARE
 DL8707'CONCRETE POWERPOLE NUMBER T63773 WITH TWO GUY WIRES ATTACHED, 1.0 FT
 DL8707'(0.3 M) NORTH OF THE SOUTH CORNER OF THE CONCRETE SLAB AND 0.9 FT (0.3
 DL8707'M) SOUTHWEST OF THE SOUTH CORNER OF THE SQUARE GREEN JUNCTION BOX
 DL8707'NUMBER 7600-70-00.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL8708 ***********************************************************************
 DL8708  DESIGNATION -  872 5528 D
 DL8708  PID         -  DL8708
 DL8708  STATE/COUNTY-  FL/LEE
 DL8708  COUNTRY     -  US
 DL8708  USGS QUAD   -  BOKEELIA (2018)
 DL8708
 DL8708                         *CURRENT SURVEY CONTROL
 DL8708  ______________________________________________________________________
 DL8708* NAD 83(1986) POSITION- 26 39 24.55   (N) 082 08 51.12   (W)   HD_HELD1
 DL8708* NAVD 88 ORTHO HEIGHT -     1.091 (meters)        3.58  (feet) ADJUSTED
 DL8708  ______________________________________________________________________
 DL8708  GEOID HEIGHT    -        -23.705 (meters)                     GEOID18
 DL8708  DYNAMIC HEIGHT  -          1.089 (meters)        3.57  (feet) COMP
 DL8708  MODELED GRAVITY -    979,095.9   (mgal)                       NAVD 88
 DL8708
 DL8708  VERT ORDER      -  FIRST     CLASS II
 DL8708
 DL8708.The horizontal coordinates were determined by differentially corrected
 DL8708.hand held GPS observations or other comparable positioning techniques
 DL8708.and have an estimated accuracy of +/- 3 meters.
 DL8708
 DL8708.The orthometric height was determined by differential leveling and
 DL8708.adjusted by the NATIONAL GEODETIC SURVEY
 DL8708.in July 2010.
 DL8708
 DL8708.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL8708.GEOID18 height accuracy estimate available here.
 DL8708
 DL8708.Click photographs - Photos may exist for this station.
 DL8708
 DL8708.The dynamic height is computed by dividing the NAVD 88
 DL8708.geopotential number by the normal gravity value computed on the
 DL8708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL8708.degrees latitude (g = 980.6199 gals.).
 DL8708
 DL8708.The modeled gravity was interpolated from observed gravity values.
 DL8708
 DL8708;                    North         East    Units  Estimated Accuracy
 DL8708;SPC FL W     -   257,390.1     185,313.3     MT  (+/- 3 meters HH1 GPS) 
 DL8708
 DL8708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8579948938(NAD 83)
 DL8708
 DL8708                          SUPERSEDED SURVEY CONTROL
 DL8708
 DL8708.No superseded survey control is available for this station.
 DL8708
 DL8708_MARKER: DD = SURVEY DISK
 DL8708_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DL8708+WITH SETTING: PAVEMENT
 DL8708_SP_SET: GATE COLUMN BASE
 DL8708_STAMPING: 5528 D 2008
 DL8708_MARK LOGO: FLDEP
 DL8708_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL8708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL8708+STABILITY: SURFACE MOTION
 DL8708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL8708+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2008
 DL8708
 DL8708  HISTORY     - Date     Condition        Report By
 DL8708  HISTORY     - 20081115 MONUMENTED       FLDEP
 DL8708
 DL8708                          STATION DESCRIPTION
 DL8708
 DL8708'DESCRIBED BY FL DEPT OF ENV PRO 2008 (JLM)
 DL8708'THE MARK IS ABOUT 5.1 MI (8.2 KM) WEST-NORTHWEST OF MATLACHA, 3.5 MI
 DL8708'(5.6 KM) NORTH-NORTHWEST OF PINE ISLAND CENTER, 3.4 MI (5.5 KM)
 DL8708'SOUTH-SOUTHEAST OF BOKEELIA, IN SECTION 7, TOWNSHIP 44 SOUTH, RANGE 22
 DL8708'EAST.
 DL8708'
 DL8708'TO REACH THE MARK FROM THE INTERSECTION OF PINE ISLAND ROAD (COUNTY
 DL8708'ROAD 78) AND H. STRINGFELLOW ROAD (COUNTY ROAD 767) IN PINE ISLAND
 DL8708'CENTER, GO NORTHWEST ON H. STRINGFELLOW ROAD (COUNTY ROAD 767) FOR 3.3
 DL8708'MI (5.3 KM) TO THE JUNCTION OF PINELAND ROAD ON THE LEFT, HARBOR DRIVE
 DL8708'LEADING NORTH AND BEAU LANE LEADING EAST.  TURN LEFT ON PINELAND ROAD
 DL8708'AND GO WEST FOR 0.95 MI (1.5 KM) TO THE PINELAND POST OFFICE ON THE
 DL8708'RIGHT.  CONTINUE WEST ON PINELAND ROAD FOR ABOUT 160.0 FT (48.8 M) TO
 DL8708'A DRIVEWAY AT 7461 ON THE LEFT AND THE MARK ON THE LEFT, SET IN FLUSH
 DL8708'IN THE TOP OF A CONCRETE FOUNDATION AND ABOUT LEVEL WITH THE DRIVEWAY.
 DL8708'LOCATED 150.7 FT (45.9 M) WEST OF THE SOUTHWEST CORNER OF THE PINELAND
 DL8708'POST OFFICE, 59.4 FT (18.1 M) WEST OF A WOODEN POWERPOLE NUMBER T13618
 DL8708'WITH THREE GUY WIRES AND ONE TRANSFORMER ATTACHED, 57.0 FT (17.4 M)
 DL8708'WEST OF THE APPROXIMATE CENTERLINE OF PINELAND ROAD, 29.3 FT (8.9 M)
 DL8708'WEST OF A WOODEN POWERPOLE WITH A METER BOX ATTACHED, 7.1 FT (2.2 M)
 DL8708'SOUTH OF THE APPROXIMATE CENTERLINE OF THE DRIVE AT 7461, 1.1 FT (0.3
 DL8708'M) NORTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH GATE COLUMN AND 0.7
 DL8708'FT (0.2 M) NORTH OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9431 ***********************************************************************
 AG9431  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9431  DESIGNATION -  872 5541 A
 AG9431  PID         -  AG9431
 AG9431  STATE/COUNTY-  FL/LEE
 AG9431  COUNTRY     -  US
 AG9431  USGS QUAD   -  BOKEELIA (2018)
 AG9431
 AG9431                         *CURRENT SURVEY CONTROL
 AG9431  ______________________________________________________________________
 AG9431* NAD 83(1986) POSITION- 26 42 21.92   (N) 082 09 47.90   (W)   HD_HELD1
 AG9431* NAVD 88 ORTHO HEIGHT -     0.315 (meters)        1.03  (feet) ADJUSTED
 AG9431  ______________________________________________________________________
 AG9431  GEOID HEIGHT    -        -23.738 (meters)                     GEOID18
 AG9431  DYNAMIC HEIGHT  -          0.315 (meters)        1.03  (feet) COMP
 AG9431  MODELED GRAVITY -    979,100.0   (mgal)                       NAVD 88
 AG9431
 AG9431  VERT ORDER      -  FIRST     CLASS II
 AG9431
 AG9431.The horizontal coordinates were determined by differentially corrected
 AG9431.hand held GPS observations or other comparable positioning techniques
 AG9431.and have an estimated accuracy of +/- 3 meters.
 AG9431
 AG9431.The orthometric height was determined by differential leveling and
 AG9431.adjusted by the NATIONAL GEODETIC SURVEY
 AG9431.in July 2010.
 AG9431
 AG9431.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9431.GEOID18 height accuracy estimate available here.
 AG9431
 AG9431.This Tidal Bench Mark is designated as VM 7360
 AG9431.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9431
 AG9431.Click photographs - Photos may exist for this station.
 AG9431
 AG9431.The dynamic height is computed by dividing the NAVD 88
 AG9431.geopotential number by the normal gravity value computed on the
 AG9431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9431.degrees latitude (g = 980.6199 gals.).
 AG9431
 AG9431.The modeled gravity was interpolated from observed gravity values.
 AG9431
 AG9431;                    North         East    Units  Estimated Accuracy
 AG9431;SPC FL W     -   262,850.7     183,750.1     MT  (+/- 3 meters HH1 GPS) 
 AG9431
 AG9431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8427954410(NAD 83)
 AG9431
 AG9431                          SUPERSEDED SURVEY CONTROL
 AG9431
 AG9431  NAVD 88 (05/04/01)    0.314  (m)            1.03   (f) SUPERSEDED  2 2
 AG9431  NGVD 29 (09/01/92)    0.676  (m)            2.22   (f) ADJUSTED    2 2
 AG9431
 AG9431.Superseded values are not recommended for survey control.
 AG9431
 AG9431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9431.See file dsdata.pdf to determine how the superseded data were derived.
 AG9431
 AG9431_MARKER: DB = BENCH MARK DISK
 AG9431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9431_STAMPING: 5541 A 1989
 AG9431_MARK LOGO: NOS
 AG9431_PROJECTION: FLUSH
 AG9431_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9431+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2008
 AG9431_ROD/PIPE-DEPTH: 8.11 meters
 AG9431
 AG9431  HISTORY     - Date     Condition        Report By
 AG9431  HISTORY     - 1989     MONUMENTED       FLDNR
 AG9431  HISTORY     - 20081115 GOOD             FLDEP
 AG9431
 AG9431                          STATION DESCRIPTION
 AG9431
 AG9431'DESCRIBED BY FL DEPT OF NAT RES 1989
 AG9431'THE BENCHMARK IS LOCATED ON BOKEELIA ISLAND, NEAR THE WEST END OF MAIN
 AG9431'STREET.
 AG9431'TO REACH THE BEACHMARK FROM THE BOKEELIA POST OFFICE (LOCATED AT THE
 AG9431'JUNCTION OF MAIN STREET AND H. STRINGFELLOW ROAD), GO NORTHWEST ON
 AG9431'MAIN STREET FOR 0.35 MI (0.56 KM) TO THE END OF MAIN STREET AND THE
 AG9431'MARK ON THE RIGHT IN A PARKING LOT EAST OF THE SOUTH END OF A FISHING
 AG9431'PIER.
 AG9431'THE BENCHMARK IS 120.0 FT (36.6 M) EAST OF THE EXTENDED CENTERLINE OF
 AG9431'THE FISHING PIER, 114.9 FT (35.0 M) NORTHEAST OF BENCHMARK RMC 14 MSL
 AG9431'1946, 59.6 FT (18.2 M) NORTH OF THE CENTERLINE OF MAIN STREET, 24.6
 AG9431'FT (7.5 M) SOUTH OF THE NORTH EDGE OF THE SEAWALL AND 0.7 FT
 AG9431'(21.3 CM) EAST OF A CARSONITE WITNESS POST.
 AG9431
 AG9431                          STATION RECOVERY (2008)
 AG9431
 AG9431'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG9431'RECOVERED IN GOOD CONDITION WITH THIS ADDITION, A MAGNET WAS IMBEDDED
 AG9431'IN THE GROUND ON THE SOUTH SIDE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9433 ***********************************************************************
 AG9433  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9433  DESIGNATION -  872 5541 B
 AG9433  PID         -  AG9433
 AG9433  STATE/COUNTY-  FL/LEE
 AG9433  COUNTRY     -  US
 AG9433  USGS QUAD   -  BOKEELIA (2018)
 AG9433
 AG9433                         *CURRENT SURVEY CONTROL
 AG9433  ______________________________________________________________________
 AG9433* NAD 83(1986) POSITION- 26 42 21.52   (N) 082 09 39.54   (W)   HD_HELD1
 AG9433* NAVD 88 ORTHO HEIGHT -     0.397 (meters)        1.30  (feet) ADJUSTED
 AG9433  ______________________________________________________________________
 AG9433  GEOID HEIGHT    -        -23.738 (meters)                     GEOID18
 AG9433  DYNAMIC HEIGHT  -          0.396 (meters)        1.30  (feet) COMP
 AG9433  MODELED GRAVITY -    979,100.0   (mgal)                       NAVD 88
 AG9433
 AG9433  VERT ORDER      -  FIRST     CLASS II
 AG9433
 AG9433.The horizontal coordinates were determined by differentially corrected
 AG9433.hand held GPS observations or other comparable positioning techniques
 AG9433.and have an estimated accuracy of +/- 3 meters.
 AG9433
 AG9433.The orthometric height was determined by differential leveling and
 AG9433.adjusted by the NATIONAL GEODETIC SURVEY
 AG9433.in May 2001.
 AG9433
 AG9433.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9433.GEOID18 height accuracy estimate available here.
 AG9433
 AG9433.This Tidal Bench Mark is designated as VM 7361
 AG9433.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9433
 AG9433.Click photographs - Photos may exist for this station.
 AG9433
 AG9433.The dynamic height is computed by dividing the NAVD 88
 AG9433.geopotential number by the normal gravity value computed on the
 AG9433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9433.degrees latitude (g = 980.6199 gals.).
 AG9433
 AG9433.The modeled gravity was interpolated from observed gravity values.
 AG9433
 AG9433;                    North         East    Units  Estimated Accuracy
 AG9433;SPC FL W     -   262,838.1     183,981.2     MT  (+/- 3 meters HH1 GPS) 
 AG9433
 AG9433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8451054396(NAD 83)
 AG9433
 AG9433                          SUPERSEDED SURVEY CONTROL
 AG9433
 AG9433  NGVD 29 (09/01/92)    0.759  (m)            2.49   (f) ADJUSTED    2 2
 AG9433
 AG9433.Superseded values are not recommended for survey control.
 AG9433
 AG9433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9433.See file dsdata.pdf to determine how the superseded data were derived.
 AG9433
 AG9433_MARKER: DB = BENCH MARK DISK
 AG9433_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9433_STAMPING: 5541 B 1989
 AG9433_MARK LOGO: NOS
 AG9433_PROJECTION: FLUSH
 AG9433_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9433+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2008
 AG9433
 AG9433  HISTORY     - Date     Condition        Report By
 AG9433  HISTORY     - 1989     MONUMENTED       FLDNR
 AG9433  HISTORY     - 20081115 GOOD             FLDEP
 AG9433
 AG9433                          STATION DESCRIPTION
 AG9433
 AG9433'DESCRIBED BY FL DEPT OF NAT RES 1989
 AG9433'THE BENCHMARK IS LOCATED ON BOKEELIA ISLAND.
 AG9433'TO REACH THE BENCHMARK FROM THE BOKEELIA POST OFFICE (LOCATED AT THE
 AG9433'JUNCTION OF MAIN STREET AND H. STRINGFELLOW ROAD), GO NORTHWEST ON
 AG9433'MAIN STREET FOR 0.23 MI (0.37 KM) TO THE MARK ON THE RIGHT.
 AG9433'THE BENCHMARK IS 48.5 FT (14.8 M) SOUTH OF THE NORTHEAST CORNER OF THE
 AG9433'SEAWALL, 14.4 FT (4.4 M) NORTH OF THE CENTERLINE OF MAIN STREET, 1.2
 AG9433'FT (0.4 M) WEST OF A LARGE CACTUS PLANT AND 0.9 FT (27.4 CM) SOUTH OF
 AG9433'A CARSONITE WITNESS POST.  NOTE--DEPTH OF ROD UNKNOWN.
 AG9433
 AG9433                          STATION RECOVERY (2008)
 AG9433
 AG9433'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG9433'RECOVERED IN GOOD CONDITION WITH THESE ADDITIONS, THE MARK IS 125.0 FT
 AG9433'(38.1 M) WEST-NORTHWEST OF A FIRE HYDRANT AND 40.0 FT (12.2 M) WEST OF
 AG9433'THE EXTENDED CENTERLINE OF A DRIVEWAY AT 8223 NOTE A MAGNET WAS
 AG9433'IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9434 ***********************************************************************
 AG9434  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9434  DESIGNATION -  872 5541 C
 AG9434  PID         -  AG9434
 AG9434  STATE/COUNTY-  FL/LEE
 AG9434  COUNTRY     -  US
 AG9434  USGS QUAD   -  BOKEELIA (2018)
 AG9434
 AG9434                         *CURRENT SURVEY CONTROL
 AG9434  ______________________________________________________________________
 AG9434* NAD 83(1986) POSITION- 26 42 20.2    (N) 082 09 32.4    (W)   HD_HELD2
 AG9434* NAVD 88 ORTHO HEIGHT -     0.498 (meters)        1.63  (feet) ADJUSTED
 AG9434  ______________________________________________________________________
 AG9434  GEOID HEIGHT    -        -23.739 (meters)                     GEOID18
 AG9434  DYNAMIC HEIGHT  -          0.497 (meters)        1.63  (feet) COMP
 AG9434  MODELED GRAVITY -    979,100.0   (mgal)                       NAVD 88
 AG9434
 AG9434  VERT ORDER      -  FIRST     CLASS II
 AG9434
 AG9434.The horizontal coordinates were established by autonomous hand held GPS
 AG9434.observations and have an estimated accuracy of +/- 10 meters.
 AG9434
 AG9434.The orthometric height was determined by differential leveling and
 AG9434.adjusted by the NATIONAL GEODETIC SURVEY
 AG9434.in May 2001.
 AG9434
 AG9434.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9434.GEOID18 height accuracy estimate available here.
 AG9434
 AG9434.This Tidal Bench Mark is designated as VM 7362
 AG9434.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9434
 AG9434.Click photographs - Photos may exist for this station.
 AG9434
 AG9434.The dynamic height is computed by dividing the NAVD 88
 AG9434.geopotential number by the normal gravity value computed on the
 AG9434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9434.degrees latitude (g = 980.6199 gals.).
 AG9434
 AG9434.The modeled gravity was interpolated from observed gravity values.
 AG9434
 AG9434;                    North         East    Units  Estimated Accuracy
 AG9434;SPC FL W     -   262,797.      184,179.      MT  (+/- 10 meters HH2 GPS)
 AG9434
 AG9434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK8470654353(NAD 83)
 AG9434
 AG9434                          SUPERSEDED SURVEY CONTROL
 AG9434
 AG9434  NGVD 29 (09/01/92)    0.860  (m)            2.82   (f) ADJUSTED    2 2
 AG9434
 AG9434.Superseded values are not recommended for survey control.
 AG9434
 AG9434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9434.See file dsdata.pdf to determine how the superseded data were derived.
 AG9434
 AG9434_MARKER: DB = BENCH MARK DISK
 AG9434_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9434_STAMPING: 5541 C 1989
 AG9434_MARK LOGO: NOS
 AG9434_PROJECTION: RECESSED 15 CENTIMETERS
 AG9434_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9434_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9434_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9434+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2008
 AG9434_ROD/PIPE-DEPTH: 13.4 meters
 AG9434
 AG9434  HISTORY     - Date     Condition        Report By
 AG9434  HISTORY     - 1989     MONUMENTED       FLDNR
 AG9434  HISTORY     - 20081115 GOOD             FLDEP
 AG9434
 AG9434                          STATION DESCRIPTION
 AG9434
 AG9434'DESCRIBED BY FL DEPT OF NAT RES 1989
 AG9434'THE BENCHMARK IS LOCATED ON BOKEELIA ISLAND, NEAR THE ENTRANCE TO THE
 AG9434'BOKILLIA ISLAND YACHT CLUB.
 AG9434'TO REACH THE BENCHMARK FROM THE BOKEELIA POST OFFICE (LOCATED AT THE
 AG9434'JUNCTION OF MAIN STREET AND H. STRINGFELLOW ROAD), GO NORTHWEST ON
 AG9434'MAIN STREET FOR 0.15 MI (0.24 KM) TO THE MARK ON THE LEFT.
 AG9434'THE BENCHMARK IS 178.9 FT (54.5 M) SOUTH OF THE CENTERLINE OF MAIN
 AG9434'STREET, 83.5 FT (25.5 M) WEST OF THE CENTERLINE OF THE ENTRANCE DRIVE
 AG9434'TO THE BOCILLA ISLAND CLUB, 42.1 FT (12.8 M) EAST OF A 24-INCH
 AG9434'DIAMETER AUSTRALIAN PINE AND 0.7 FT (21.3 CM) NORTH OF A CARSONITE
 AG9434'WITNESS POST.
 AG9434
 AG9434                          STATION RECOVERY (2008)
 AG9434
 AG9434'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG9434'RECOVERED IN GOOD CONDITION, WITH THE FOLLOWING ADDITIONS, 133.0 FT
 AG9434'(40.5 M) EAST OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY AT 8145,
 AG9434'25.5 FT (7.8 M) WEST OF A ROUND GREEN CABLE BOX NUMBER 11484, 18.0 FT
 AG9434'(5.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF MAIN STREET, 12.0 FT
 AG9434'(3.7 M) WEST OF THE EXTENDED CENTERLINE OF THE DRIVEWAY AT 8116 AND
 AG9434'3.2 FT (1.0 M) NORTH OF A 8.0 INCH (20 CM) PALM TREE.
 AG9434'
 AG9434'NOTE ACCESS TO THE DISK IS HAD THROUGH A 5-INCH (13 CM) PVC PIPE WHICH
 AG9434'IS RECESSED 0.6 FT (0.2 M) BELOW THE GROUND AND THE DISK IS RECESSED
 AG9434'0.8 FT (0.2 M) BELOW THE 5-INCH PVC PIPE.
 AG9434'
 AG9434'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 AG9434'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9435 ***********************************************************************
 AG9435  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9435  DESIGNATION -  872 5541 D
 AG9435  PID         -  AG9435
 AG9435  STATE/COUNTY-  FL/LEE
 AG9435  COUNTRY     -  US
 AG9435  USGS QUAD   -  BOKEELIA (2018)
 AG9435
 AG9435                         *CURRENT SURVEY CONTROL
 AG9435  ______________________________________________________________________
 AG9435* NAD 83(1986) POSITION- 26 42 19.     (N) 082 09 14.     (W)   SCALED
 AG9435* NAVD 88 ORTHO HEIGHT -     0.977 (meters)        3.21  (feet) ADJUSTED
 AG9435  ______________________________________________________________________
 AG9435  GEOID HEIGHT    -        -23.740 (meters)                     GEOID18
 AG9435  DYNAMIC HEIGHT  -          0.975 (meters)        3.20  (feet) COMP
 AG9435  MODELED GRAVITY -    979,100.0   (mgal)                       NAVD 88
 AG9435
 AG9435  VERT ORDER      -  SECOND    CLASS II
 AG9435
 AG9435.The horizontal coordinates were scaled from a map and have
 AG9435.an estimated accuracy of +/- 6 seconds.
 AG9435
 AG9435.The orthometric height was determined by differential leveling and
 AG9435.adjusted by the NATIONAL GEODETIC SURVEY
 AG9435.in May 2001.
 AG9435
 AG9435.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9435.GEOID18 height accuracy estimate available here.
 AG9435
 AG9435.This Tidal Bench Mark is designated as VM 7363
 AG9435.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9435
 AG9435.Click photographs - Photos may exist for this station.
 AG9435
 AG9435.The dynamic height is computed by dividing the NAVD 88
 AG9435.geopotential number by the normal gravity value computed on the
 AG9435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9435.degrees latitude (g = 980.6199 gals.).
 AG9435
 AG9435.The modeled gravity was interpolated from observed gravity values.
 AG9435
 AG9435;                    North         East    Units  Estimated Accuracy
 AG9435;SPC FL W     -   262,760.      184,690.      MT  (+/- 180 meters Scaled)
 AG9435
 AG9435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK852543(NAD 83)
 AG9435
 AG9435                          SUPERSEDED SURVEY CONTROL
 AG9435
 AG9435  NGVD 29 (09/01/92)    1.339  (m)            4.39   (f) ADJUSTED    2 2
 AG9435
 AG9435.Superseded values are not recommended for survey control.
 AG9435
 AG9435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9435.See file dsdata.pdf to determine how the superseded data were derived.
 AG9435
 AG9435_MARKER: DJ = TIDAL STATION DISK
 AG9435_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG9435_SP_SET: CONCRETE LOADING PLATFORM
 AG9435_STAMPING: 5541 D 1989
 AG9435_MARK LOGO: NOS
 AG9435_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9435+STABILITY: SURFACE MOTION
 AG9435
 AG9435  HISTORY     - Date     Condition        Report By
 AG9435  HISTORY     - 1989     MONUMENTED       FLDNR
 AG9435  HISTORY     - 20081115 MARK NOT FOUND   FLDEP
 AG9435
 AG9435                          STATION DESCRIPTION
 AG9435
 AG9435'DESCRIBED BY FL DEPT OF NAT RES 1989
 AG9435'THE BENCHMARK IS LOCATED AT THE BOKEELIA POST OFFICE ON BOKEELIA
 AG9435'ISLAND, SET FLUSH IN THE CONCRETE LOADING DOCK AT THE REAR OF THE
 AG9435'BUILDING.
 AG9435'THE BENCHMARK IS 5.9 FT (1.8 M) SOUTHEAST OF THE CENTER OF THE REAR
 AG9435'DOOR TO THE POST OFFICE, 7.5 FT (2.3 M) NORTH OF THE SOUTH EDGE OF
 AG9435'THE LOADING DOCK AND 3.57 FT (1.09 M) EAST OF THE WEST EDGE OF THE
 AG9435'LOADING DOCK.
 AG9435
 AG9435                          STATION RECOVERY (2008)
 AG9435
 AG9435'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG9435'NOT RECOVERED.  NOTE--THE STRUCTURE INTO WHICH THE MARK WAS SET HAS
 AG9435'BEEN REMOVED AND A NEW HOUSE WAS BUILD AT THIS LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7802 ***********************************************************************
 AG7802  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7802  DESIGNATION -  872 5577 1
 AG7802  PID         -  AG7802
 AG7802  STATE/COUNTY-  FL/LEE
 AG7802  COUNTRY     -  US
 AG7802  USGS QUAD   -  PORT BOCA GRANDE (2018)
 AG7802
 AG7802                         *CURRENT SURVEY CONTROL
 AG7802  ______________________________________________________________________
 AG7802* NAD 83(1986) POSITION- 26 43 14.2    (N) 082 15 32.2    (W)   HD_HELD2
 AG7802* NAVD 88 ORTHO HEIGHT -     1.613 (meters)        5.29  (feet) ADJUSTED
 AG7802  ______________________________________________________________________
 AG7802  GEOID HEIGHT    -        -23.782 (meters)                     GEOID18
 AG7802  DYNAMIC HEIGHT  -          1.610 (meters)        5.28  (feet) COMP
 AG7802  MODELED GRAVITY -    979,095.4   (mgal)                       NAVD 88
 AG7802
 AG7802  VERT ORDER      -  SECOND    CLASS I
 AG7802
 AG7802.The horizontal coordinates were established by autonomous hand held GPS
 AG7802.observations and have an estimated accuracy of +/- 10 meters.
 AG7802
 AG7802.The orthometric height was determined by differential leveling and
 AG7802.adjusted by the NATIONAL GEODETIC SURVEY
 AG7802.in June 1991.
 AG7802
 AG7802.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7802.GEOID18 height accuracy estimate available here.
 AG7802
 AG7802.This Tidal Bench Mark is designated as VM 7366
 AG7802.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7802
 AG7802.Click photographs - Photos may exist for this station.
 AG7802
 AG7802.The dynamic height is computed by dividing the NAVD 88
 AG7802.geopotential number by the normal gravity value computed on the
 AG7802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7802.degrees latitude (g = 980.6199 gals.).
 AG7802
 AG7802.The modeled gravity was interpolated from observed gravity values.
 AG7802
 AG7802;                    North         East    Units  Estimated Accuracy
 AG7802;SPC FL W     -   264,475.      174,237.      MT  (+/- 10 meters HH2 GPS)
 AG7802
 AG7802_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7478056109(NAD 83)
 AG7802
 AG7802                          SUPERSEDED SURVEY CONTROL
 AG7802
 AG7802.No superseded survey control is available for this station.
 AG7802
 AG7802_MARKER: DB = BENCH MARK DISK
 AG7802_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG7802_SP_SET: WALL
 AG7802_STAMPING: BM 1 1927
 AG7802_MARK LOGO: CGS
 AG7802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7802+STABILITY: SURFACE MOTION
 AG7802
 AG7802  HISTORY     - Date     Condition        Report By
 AG7802  HISTORY     - 1927     MONUMENTED       CGS
 AG7802  HISTORY     - 1984     GOOD             FLDNR
 AG7802  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7802  HISTORY     - 20020603 MARK NOT FOUND   USPSQD
 AG7802  HISTORY     - 20080806 MARK NOT FOUND   FLDEP
 AG7802
 AG7802                          STATION DESCRIPTION
 AG7802
 AG7802'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7802'IN BOCA GRANDE.
 AG7802'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7802'TO GASPARILLA ISLAND, GO 5.8 MILES SOUTHERLY ON COUNTY ROAD 771 TO THE
 AG7802'INTERSECTION OF 5TH STREET, GO 0.1 MILE WEST ON 5TH STREET TO THE
 AG7802'JUNCTION OF GILCHRIST AVENUE, GO 2.2 MILES SOUTH ON GILCHRIST AVENUE
 AG7802'(BECOMES GULF BOULEVARD) TO THE SEABOARD COASTLINE RAILROAD PROPERTY
 AG7802'AND THE MARK.  THE MARK IS SET VERTICALLY IN THE NORTH FACE OF THE
 AG7802'CONCRETE BASE OF THE POWER UNIT FOR THE FORMER CONVEYOR TO THE
 AG7802'PHOSPHATE COMPANY PIER.
 AG7802'THE MARK IS 1 FT ABOVE GROUND.
 AG7802
 AG7802                          STATION RECOVERY (1990)
 AG7802
 AG7802'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7802'MARK NOT FOUND.
 AG7802
 AG7802                          STATION RECOVERY (2002)
 AG7802
 AG7802'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7802'CONDO BUILD OVER STATION
 AG7802
 AG7802                          STATION RECOVERY (2008)
 AG7802
 AG7802'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7802'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 AG7802'MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7800 ***********************************************************************
 AG7800  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7800  DESIGNATION -  872 5577 7
 AG7800  PID         -  AG7800
 AG7800  STATE/COUNTY-  FL/LEE
 AG7800  COUNTRY     -  US
 AG7800  USGS QUAD   -  PORT BOCA GRANDE (2018)
 AG7800
 AG7800                         *CURRENT SURVEY CONTROL
 AG7800  ______________________________________________________________________
 AG7800* NAD 83(1986) POSITION- 26 43 18.     (N) 082 15 44.     (W)   SCALED
 AG7800* NAVD 88 ORTHO HEIGHT -     1.281 (meters)        4.20  (feet) ADJUSTED
 AG7800  ______________________________________________________________________
 AG7800  GEOID HEIGHT    -        -23.785 (meters)                     GEOID18
 AG7800  DYNAMIC HEIGHT  -          1.279 (meters)        4.20  (feet) COMP
 AG7800  MODELED GRAVITY -    979,095.2   (mgal)                       NAVD 88
 AG7800
 AG7800  VERT ORDER      -  SECOND    CLASS I
 AG7800
 AG7800.The horizontal coordinates were scaled from a map and have
 AG7800.an estimated accuracy of +/- 6 seconds.
 AG7800
 AG7800.The orthometric height was determined by differential leveling and
 AG7800.adjusted by the NATIONAL GEODETIC SURVEY
 AG7800.in June 1991.
 AG7800
 AG7800.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7800.GEOID18 height accuracy estimate available here.
 AG7800
 AG7800.This Tidal Bench Mark is designated as VM 7367
 AG7800.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7800
 AG7800.Click photographs - Photos may exist for this station.
 AG7800
 AG7800.The dynamic height is computed by dividing the NAVD 88
 AG7800.geopotential number by the normal gravity value computed on the
 AG7800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7800.degrees latitude (g = 980.6199 gals.).
 AG7800
 AG7800.The modeled gravity was interpolated from observed gravity values.
 AG7800
 AG7800;                    North         East    Units  Estimated Accuracy
 AG7800;SPC FL W     -   264,590.      173,910.      MT  (+/- 180 meters Scaled)
 AG7800
 AG7800_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK744562(NAD 83)
 AG7800
 AG7800                          SUPERSEDED SURVEY CONTROL
 AG7800
 AG7800.No superseded survey control is available for this station.
 AG7800
 AG7800_MARKER: DB = BENCH MARK DISK
 AG7800_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG7800_SP_SET: WATER TOWER BASE
 AG7800_STAMPING: 7 1933
 AG7800_MARK LOGO: CGS
 AG7800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7800+STABILITY: SURFACE MOTION
 AG7800
 AG7800  HISTORY     - Date     Condition        Report By
 AG7800  HISTORY     - 1933     MONUMENTED       CGS
 AG7800  HISTORY     - 1984     GOOD             FLDNR
 AG7800  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7800  HISTORY     - 20020603 MARK NOT FOUND   USPSQD
 AG7800  HISTORY     - 20080806 MARK NOT FOUND   FLDEP
 AG7800
 AG7800                          STATION DESCRIPTION
 AG7800
 AG7800'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7800'IN BOCA GRANDE.
 AG7800'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7800'TO GASPARILLA ISLAND, GO 5.8 MILES SOUTHERLY ON COUNTY ROAD 771 TO THE
 AG7800'INTERSECTION OF 5TH STREET, GO 0.1 MILE WEST ON 5TH STREET TO THE
 AG7800'JUNCTION OF GILCHRIST AVENUE, GO 2.2 MILES SOUTH ON GILCHRIST AVENUE
 AG7800'(BECOMES GULF BOULEVARD) TO THE SEABOARD COASTLINE RAILROAD PROPERTY
 AG7800'AND THE MARK.  THE MARK IS SET IN THE NORTHEAST CONCRETE BASE OF A
 AG7800'FORMER WATER TOWER AND IS 200 FEET NORTH OF THE POWERHOUSE.
 AG7800'THE MARK IS 2.5 FT ABOVE GROUND.
 AG7800
 AG7800                          STATION RECOVERY (1990)
 AG7800
 AG7800'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7800'MARK NOT FOUND.
 AG7800
 AG7800                          STATION RECOVERY (2002)
 AG7800
 AG7800'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7800'CONDO BUILD OVER STATION
 AG7800
 AG7800                          STATION RECOVERY (2008)
 AG7800
 AG7800'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7800'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 AG7800'MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7801 ***********************************************************************
 AG7801  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7801  DESIGNATION -  872 5577 8
 AG7801  PID         -  AG7801
 AG7801  STATE/COUNTY-  FL/LEE
 AG7801  COUNTRY     -  US
 AG7801  USGS QUAD   -  PORT BOCA GRANDE (2018)
 AG7801
 AG7801                         *CURRENT SURVEY CONTROL
 AG7801  ______________________________________________________________________
 AG7801* NAD 83(1986) POSITION- 26 43 18.1    (N) 082 15 44.1    (W)   HD_HELD2
 AG7801* NAVD 88 ORTHO HEIGHT -     0.997 (meters)        3.27  (feet) ADJUSTED
 AG7801  ______________________________________________________________________
 AG7801  GEOID HEIGHT    -        -23.785 (meters)                     GEOID18
 AG7801  DYNAMIC HEIGHT  -          0.995 (meters)        3.26  (feet) COMP
 AG7801  MODELED GRAVITY -    979,095.2   (mgal)                       NAVD 88
 AG7801
 AG7801  VERT ORDER      -  SECOND    CLASS I
 AG7801
 AG7801.The horizontal coordinates were established by autonomous hand held GPS
 AG7801.observations and have an estimated accuracy of +/- 10 meters.
 AG7801
 AG7801.The orthometric height was determined by differential leveling and
 AG7801.adjusted by the NATIONAL GEODETIC SURVEY
 AG7801.in June 1991.
 AG7801
 AG7801.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7801.GEOID18 height accuracy estimate available here.
 AG7801
 AG7801.This Tidal Bench Mark is designated as VM 7368
 AG7801.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7801
 AG7801.Click photographs - Photos may exist for this station.
 AG7801
 AG7801.The dynamic height is computed by dividing the NAVD 88
 AG7801.geopotential number by the normal gravity value computed on the
 AG7801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7801.degrees latitude (g = 980.6199 gals.).
 AG7801
 AG7801.The modeled gravity was interpolated from observed gravity values.
 AG7801
 AG7801;                    North         East    Units  Estimated Accuracy
 AG7801;SPC FL W     -   264,596.      173,908.      MT  (+/- 10 meters HH2 GPS)
 AG7801
 AG7801_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7445256232(NAD 83)
 AG7801
 AG7801                          SUPERSEDED SURVEY CONTROL
 AG7801
 AG7801.No superseded survey control is available for this station.
 AG7801
 AG7801_MARKER: DB = BENCH MARK DISK
 AG7801_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 AG7801_SP_SET: FOUNDATION WALL
 AG7801_STAMPING: 8 1933
 AG7801_MARK LOGO: CGS
 AG7801_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AG7801+STABILITY: POSITION/ELEVATION WELL
 AG7801
 AG7801  HISTORY     - Date     Condition        Report By
 AG7801  HISTORY     - 1933     MONUMENTED       CGS
 AG7801  HISTORY     - 1984     GOOD             FLDNR
 AG7801  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7801  HISTORY     - 20020603 MARK NOT FOUND   USPSQD
 AG7801  HISTORY     - 20080806 MARK NOT FOUND   FLDEP
 AG7801
 AG7801                          STATION DESCRIPTION
 AG7801
 AG7801'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7801'IN BOCA GRANDE.
 AG7801'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7801'TO GASPARILLA ISLAND, GO 5.8 MILES SOUTHERLY ON COUNTY ROAD 771 TO THE
 AG7801'INTERSECTION OF 5TH STREET, GO 0.1 MILE WEST ON 5TH STREET TO THE
 AG7801'JUNCTION OF GILCHRIST AVENUE, GO 2.2 MILES SOUTH ON GILCHRIST AVENUE
 AG7801'(BECOMES GULF BOULEVARD) TO THE SEABOARD COASTLINE RAILROAD PROPERTY
 AG7801'AND THE MARK.  THE MARK IS SET VERTICALLY IN THE EAST FACE OF THE
 AG7801'CONCRETE FOUNDATION FOR THE POWER HOUSE, AND IS 1.5 FEET SOUTH OF THE
 AG7801'NORTHEAST CORNER OF THE BUILDING.
 AG7801'THE MARK IS 1 FT ABOVE GROUND.
 AG7801
 AG7801                          STATION RECOVERY (1990)
 AG7801
 AG7801'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7801'MARK NOT FOUND.
 AG7801
 AG7801                          STATION RECOVERY (2002)
 AG7801
 AG7801'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7801'CONDO BUILD OVER STATION
 AG7801
 AG7801                          STATION RECOVERY (2008)
 AG7801
 AG7801'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7801'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 AG7801'MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7804 ***********************************************************************
 AG7804  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7804  DESIGNATION -  872 5577 A
 AG7804  PID         -  AG7804
 AG7804  STATE/COUNTY-  FL/LEE
 AG7804  COUNTRY     -  US
 AG7804  USGS QUAD   -  PORT BOCA GRANDE (2018)
 AG7804
 AG7804                         *CURRENT SURVEY CONTROL
 AG7804  ______________________________________________________________________
 AG7804* NAD 83(1986) POSITION- 26 43 14.     (N) 082 15 32.     (W)   SCALED
 AG7804* NAVD 88 ORTHO HEIGHT -     1.652 (meters)        5.42  (feet) ADJUSTED
 AG7804  ______________________________________________________________________
 AG7804  GEOID HEIGHT    -        -23.782 (meters)                     GEOID18
 AG7804  DYNAMIC HEIGHT  -          1.649 (meters)        5.41  (feet) COMP
 AG7804  MODELED GRAVITY -    979,095.4   (mgal)                       NAVD 88
 AG7804
 AG7804  VERT ORDER      -  SECOND    CLASS I
 AG7804
 AG7804.The horizontal coordinates were scaled from a map and have
 AG7804.an estimated accuracy of +/- 6 seconds.
 AG7804
 AG7804.The orthometric height was determined by differential leveling and
 AG7804.adjusted by the NATIONAL GEODETIC SURVEY
 AG7804.in June 1991.
 AG7804
 AG7804.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7804.GEOID18 height accuracy estimate available here.
 AG7804
 AG7804.This Tidal Bench Mark is designated as VM 7364
 AG7804.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7804
 AG7804.Click photographs - Photos may exist for this station.
 AG7804
 AG7804.The dynamic height is computed by dividing the NAVD 88
 AG7804.geopotential number by the normal gravity value computed on the
 AG7804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7804.degrees latitude (g = 980.6199 gals.).
 AG7804
 AG7804.The modeled gravity was interpolated from observed gravity values.
 AG7804
 AG7804;                    North         East    Units  Estimated Accuracy
 AG7804;SPC FL W     -   264,470.      174,240.      MT  (+/- 180 meters Scaled)
 AG7804
 AG7804_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK747561(NAD 83)
 AG7804
 AG7804                          SUPERSEDED SURVEY CONTROL
 AG7804
 AG7804.No superseded survey control is available for this station.
 AG7804
 AG7804_MARKER: DJ = TIDAL STATION DISK
 AG7804_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7804_SP_SET: APRON
 AG7804_STAMPING: 5577 A 1977
 AG7804_MARK LOGO: NOS
 AG7804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7804
 AG7804  HISTORY     - Date     Condition        Report By
 AG7804  HISTORY     - 1977     MONUMENTED       NOS
 AG7804  HISTORY     - 1984     GOOD             FLDNR
 AG7804  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7804  HISTORY     - 20020603 MARK NOT FOUND   USPSQD
 AG7804  HISTORY     - 20080806 MARK NOT FOUND   FLDEP
 AG7804
 AG7804                          STATION DESCRIPTION
 AG7804
 AG7804'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7804'IN BOCA GRANDE.
 AG7804'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7804'TO GASPARILLA ISLAND, GO 5.8 MILES SOUTHERLY ON COUNTY ROAD 771 TO THE
 AG7804'INTERSECTION OF 5TH STREET, GO 0.1 MILE WEST ON 5TH STREET TO THE
 AG7804'JUNCTION OF GILCHRIST AVENUE, GO 2.2 MILES SOUTH ON GILCHRIST AVENUE
 AG7804'(BECOMES GULF BOULEVARD) TO THE SEABOARD COASTLINE RAILROAD PROPERTY
 AG7804'AND THE MARK.  THE MARK IS SET IN THE CONCRETE APRON AT THE SOUTHEAST
 AG7804'CORNER OF A 20-FOOT BY 20-FOOT CONCRETE BLOCK BUILDING, ABOUT 200 FEET
 AG7804'NORTHWEST OF THE MAIN DOCK, 80 FEET WEST OF THE SEAWALL, AND 80 FEET
 AG7804'NORTHWEST OF A WOODEN WAREHOUSE.
 AG7804
 AG7804                          STATION RECOVERY (1990)
 AG7804
 AG7804'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7804'MARK NOT FOUND.
 AG7804
 AG7804                          STATION RECOVERY (2002)
 AG7804
 AG7804'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7804'CONDO BUILT OVER STATION
 AG7804
 AG7804                          STATION RECOVERY (2008)
 AG7804
 AG7804'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7804'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 AG7804'MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7803 ***********************************************************************
 AG7803  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7803  DESIGNATION -  872 5577 B
 AG7803  PID         -  AG7803
 AG7803  STATE/COUNTY-  FL/LEE
 AG7803  COUNTRY     -  US
 AG7803  USGS QUAD   -  PORT BOCA GRANDE (2018)
 AG7803
 AG7803                         *CURRENT SURVEY CONTROL
 AG7803  ______________________________________________________________________
 AG7803* NAD 83(1986) POSITION- 26 43 14.1    (N) 082 15 32.1    (W)   HD_HELD2
 AG7803* NAVD 88 ORTHO HEIGHT -     1.635 (meters)        5.36  (feet) ADJUSTED
 AG7803  ______________________________________________________________________
 AG7803  GEOID HEIGHT    -        -23.782 (meters)                     GEOID18
 AG7803  DYNAMIC HEIGHT  -          1.632 (meters)        5.35  (feet) COMP
 AG7803  MODELED GRAVITY -    979,095.4   (mgal)                       NAVD 88
 AG7803
 AG7803  VERT ORDER      -  SECOND    CLASS I
 AG7803
 AG7803.The horizontal coordinates were established by autonomous hand held GPS
 AG7803.observations and have an estimated accuracy of +/- 10 meters.
 AG7803
 AG7803.The orthometric height was determined by differential leveling and
 AG7803.adjusted by the NATIONAL GEODETIC SURVEY
 AG7803.in June 1991.
 AG7803
 AG7803.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7803.GEOID18 height accuracy estimate available here.
 AG7803
 AG7803.This Tidal Bench Mark is designated as VM 7365
 AG7803.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7803
 AG7803.Click photographs - Photos may exist for this station.
 AG7803
 AG7803.The dynamic height is computed by dividing the NAVD 88
 AG7803.geopotential number by the normal gravity value computed on the
 AG7803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7803.degrees latitude (g = 980.6199 gals.).
 AG7803
 AG7803.The modeled gravity was interpolated from observed gravity values.
 AG7803
 AG7803;                    North         East    Units  Estimated Accuracy
 AG7803;SPC FL W     -   264,472.      174,240.      MT  (+/- 10 meters HH2 GPS)
 AG7803
 AG7803_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7478356106(NAD 83)
 AG7803
 AG7803                          SUPERSEDED SURVEY CONTROL
 AG7803
 AG7803.No superseded survey control is available for this station.
 AG7803
 AG7803_MARKER: DJ = TIDAL STATION DISK
 AG7803_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7803+WITH SETTING: PAVEMENT
 AG7803_SP_SET: FLAGPOLE BASE
 AG7803_STAMPING: 5577 B 1977
 AG7803_MARK LOGO: NOS
 AG7803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7803+STABILITY: SURFACE MOTION
 AG7803
 AG7803  HISTORY     - Date     Condition        Report By
 AG7803  HISTORY     - 1977     MONUMENTED       NOS
 AG7803  HISTORY     - 1984     GOOD             FLDNR
 AG7803  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7803  HISTORY     - 20020603 MARK NOT FOUND   USPSQD
 AG7803  HISTORY     - 20080806 MARK NOT FOUND   FLDEP
 AG7803
 AG7803                          STATION DESCRIPTION
 AG7803
 AG7803'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7803'IN BOCA GRANDE.
 AG7803'BEGIN AT THE TOLL BOOTH FOR THE BOCA GRANDE CAUSEWAY (COUNTY ROAD 771)
 AG7803'TO GASPARILLA ISLAND, GO 5.8 MILES SOUTHERLY ON COUNTY ROAD 771 TO THE
 AG7803'INTERSECTION OF 5TH STREET, GO 0.1 MILE WEST ON 5TH STREET TO THE
 AG7803'JUNCTION OF GILCHRIST AVENUE, GO 2.2 MILES SOUTH ON GILCHRIST AVENUE
 AG7803'(BECOMES GULF BOULEVARD) TO THE SEABOARD COASTLINE RAILROAD PROPERTY
 AG7803'AND THE MARK.  THE MARK IS SET IN THE BASE FOR A FLAGPOLE, 33 FEET
 AG7803'NORTHWEST OF THE NORTHWEST CORNER OF A 20-FOOT BY 20-FOOT CONCRETE
 AG7803'BUILDING, AND 127 FEET WEST OF THE SEAWALL.
 AG7803
 AG7803                          STATION RECOVERY (1990)
 AG7803
 AG7803'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7803'MARK NOT FOUND.
 AG7803
 AG7803                          STATION RECOVERY (2002)
 AG7803
 AG7803'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7803'CONDO BUILT OVER STATION
 AG7803
 AG7803                          STATION RECOVERY (2008)
 AG7803
 AG7803'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7803'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 AG7803'MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL7348 ***********************************************************************
 DL7348  DESIGNATION -  872 5577 C
 DL7348  PID         -  DL7348
 DL7348  STATE/COUNTY-  FL/LEE
 DL7348  COUNTRY     -  US
 DL7348  USGS QUAD   -  PORT BOCA GRANDE (2018)
 DL7348
 DL7348                         *CURRENT SURVEY CONTROL
 DL7348  ______________________________________________________________________
 DL7348* NAD 83(1986) POSITION- 26 43 05.0    (N) 082 15 37.2    (W)   HD_HELD2
 DL7348* NAVD 88 ORTHO HEIGHT -     0.753 (meters)        2.47  (feet) ADJUSTED
 DL7348  ______________________________________________________________________
 DL7348  GEOID HEIGHT    -        -23.781 (meters)                     GEOID18
 DL7348  DYNAMIC HEIGHT  -          0.752 (meters)        2.47  (feet) COMP
 DL7348  MODELED GRAVITY -    979,095.0   (mgal)                       NAVD 88
 DL7348
 DL7348  VERT ORDER      -  SECOND    CLASS I
 DL7348
 DL7348.The horizontal coordinates were established by autonomous hand held GPS
 DL7348.observations and have an estimated accuracy of +/- 10 meters.
 DL7348
 DL7348.The orthometric height was determined by differential leveling and
 DL7348.adjusted by the NATIONAL GEODETIC SURVEY
 DL7348.in July 2010.
 DL7348
 DL7348.No vertical observational check was made to the station.
 DL7348
 DL7348.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7348.GEOID18 height accuracy estimate available here.
 DL7348
 DL7348.Click photographs - Photos may exist for this station.
 DL7348
 DL7348.The dynamic height is computed by dividing the NAVD 88
 DL7348.geopotential number by the normal gravity value computed on the
 DL7348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7348.degrees latitude (g = 980.6199 gals.).
 DL7348
 DL7348.The modeled gravity was interpolated from observed gravity values.
 DL7348
 DL7348;                    North         East    Units  Estimated Accuracy
 DL7348;SPC FL W     -   264,193.      174,098.      MT  (+/- 10 meters HH2 GPS)
 DL7348
 DL7348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7463955827(NAD 83)
 DL7348
 DL7348                          SUPERSEDED SURVEY CONTROL
 DL7348
 DL7348.No superseded survey control is available for this station.
 DL7348
 DL7348_MARKER: F = FLANGE-ENCASED ROD
 DL7348_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL7348_STAMPING: 5577 C 2008
 DL7348_MARK LOGO: NGS
 DL7348_PROJECTION: FLUSH
 DL7348_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7348_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7348+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2022
 DL7348_ROD/PIPE-DEPTH: 25.0 meters
 DL7348
 DL7348  HISTORY     - Date     Condition        Report By
 DL7348  HISTORY     - 20080810 MONUMENTED       FLDEP
 DL7348  HISTORY     - 20190113 GOOD             INDIV
 DL7348  HISTORY     - 20220422 GOOD             USPSQD
 DL7348
 DL7348                          STATION DESCRIPTION
 DL7348
 DL7348'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DL7348'THE MARK IS 2.1 MI (3.4 KM) SOUTH OF BOCA GRANDE, IN SECTION 26,
 DL7348'TOWNSHIP 43 SOUTH, RANGE 20 EAST.
 DL7348'
 DL7348'TO REACH THE MARK FROM THE TOLL BOOTH ON BOCA GRANDE CAUSEWAY ABOUT
 DL7348'0.4 MI (0.6 KM) SOUTHWEST OF PLACIDA, GO SOUTH ON BOCA GRANDE CAUSE
 DL7348'WAY FOR 5.8 MI (9.3 KM) TO THE INTERSECTION OF FIFTH STREET, TURN
 DL7348'RIGHT ON FIFTH STREET AND GO WEST FOR 0.1 MI (0.2 KM) TO THE
 DL7348'INTERSECTION OF GILCHRIST AVENUE, TURN LEFT ON GILCHRIST AVENUE
 DL7348'(BECOMING GULF BOULEVARD) AND GO SOUTH FOR 2.25 MI (3.6 KM) TO THE
 DL7348'BOCA GRANDE PASS STATE PARK MAIN ENTRANCE GATE, CONTINUE SOUTH THROUGH
 DL7348'THE GATE FOR ABOUT 0.1 MI (0.2 KM) TO A 90-DEGREE CURVE, TURN LEFT ON
 DL7348'THE PARK ENTRANCE ROAD AND GO EAST FOR 0.05 MI (0.1 KM) TO THE EAST
 DL7348'END OF THE LIGHTHOUSE PARKING LOT AND THE MARK ON THE EAST FENCE LINE,
 DL7348'A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 82.0 FT (25.0 M)
 DL7348'WITH AN NGS LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH THE PARKING
 DL7348'LOT, THE DATUM POINT IS RECESSED 0.7 FT (0.2 M) BELOW THE LEVEL OF THE
 DL7348'NGS LOGO CAP.
 DL7348'
 DL7348'LOCATED 125.0 FT (38.1 M) NORTHWEST OF THE NORTHWEST CORNER OF A STATE
 DL7348'HISTORIC BUILDING, 20.6 FT (6.3 M) NORTH OF A HIKING TRAIL WOODEN GATE
 DL7348'POST, 1.6 FT (0.5 M) WEST OF A WOODEN RAIL FENCE AND 1.5 FT (0.5 M)
 DL7348'WEST OF A CARSONITE WITNESS POST.
 DL7348'
 DL7348'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DL7348'
 DL7348'NOTE ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) NGS LOGO
 DL7348'CAP.
 DL7348
 DL7348                          STATION RECOVERY (2019)
 DL7348
 DL7348'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DL7348'RECOVERED IN GOOD CONDITION.
 DL7348
 DL7348                          STATION RECOVERY (2022)
 DL7348
 DL7348'RECOVERY NOTE BY US POWER SQUADRON 2022 (RBP)
 DL7348'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL7347 ***********************************************************************
 DL7347  DESIGNATION -  872 5577 D
 DL7347  PID         -  DL7347
 DL7347  STATE/COUNTY-  FL/LEE
 DL7347  COUNTRY     -  US
 DL7347  USGS QUAD   -  PORT BOCA GRANDE (2018)
 DL7347
 DL7347                         *CURRENT SURVEY CONTROL
 DL7347  ______________________________________________________________________
 DL7347* NAD 83(1986) POSITION- 26 43 06.00   (N) 082 15 42.25   (W)   HD_HELD1
 DL7347* NAVD 88 ORTHO HEIGHT -     0.897 (meters)        2.94  (feet) ADJUSTED
 DL7347  ______________________________________________________________________
 DL7347  GEOID HEIGHT    -        -23.783 (meters)                     GEOID18
 DL7347  DYNAMIC HEIGHT  -          0.896 (meters)        2.94  (feet) COMP
 DL7347  MODELED GRAVITY -    979,094.9   (mgal)                       NAVD 88
 DL7347
 DL7347  VERT ORDER      -  SECOND    CLASS I
 DL7347
 DL7347.The horizontal coordinates were determined by differentially corrected
 DL7347.hand held GPS observations or other comparable positioning techniques
 DL7347.and have an estimated accuracy of +/- 3 meters.
 DL7347
 DL7347.The orthometric height was determined by differential leveling and
 DL7347.adjusted by the NATIONAL GEODETIC SURVEY
 DL7347.in July 2010.
 DL7347
 DL7347.No vertical observational check was made to the station.
 DL7347
 DL7347.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7347.GEOID18 height accuracy estimate available here.
 DL7347
 DL7347.Click photographs - Photos may exist for this station.
 DL7347
 DL7347.The dynamic height is computed by dividing the NAVD 88
 DL7347.geopotential number by the normal gravity value computed on the
 DL7347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7347.degrees latitude (g = 980.6199 gals.).
 DL7347
 DL7347.The modeled gravity was interpolated from observed gravity values.
 DL7347
 DL7347;                    North         East    Units  Estimated Accuracy
 DL7347;SPC FL W     -   264,223.6     173,958.5     MT  (+/- 3 meters HH1 GPS) 
 DL7347
 DL7347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7450055860(NAD 83)
 DL7347
 DL7347                          SUPERSEDED SURVEY CONTROL
 DL7347
 DL7347.No superseded survey control is available for this station.
 DL7347
 DL7347_MARKER: DD = SURVEY DISK
 DL7347_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL7347_SP_SET: ENTRANCE SIDEWALK
 DL7347_STAMPING: 5577 D 2008
 DL7347_MARK LOGO: FLDEP
 DL7347_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL7347_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL7347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL7347+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2024
 DL7347
 DL7347  HISTORY     - Date     Condition        Report By
 DL7347  HISTORY     - 20080810 MONUMENTED       FLDEP
 DL7347  HISTORY     - 20190113 GOOD             INDIV
 DL7347  HISTORY     - 20240212 GOOD             BASE9
 DL7347
 DL7347                          STATION DESCRIPTION
 DL7347
 DL7347'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DL7347'THE MARK IS 2.1 MI (3.4 KM) SOUTH OF BOCA GRANDE, IN SECTION 26,
 DL7347'TOWNSHIP 43 SOUTH, RANGE 20 EAST.
 DL7347'
 DL7347'TO REACH THE MARK FROM THE TOLL BOOTH ON BOCA GRANDE CAUSEWAY ABOUT
 DL7347'0.4 MI (0.6 KM) SOUTHWEST OF PLACIDA, GO SOUTH ON BOCA GRANDE CAUSE
 DL7347'WAY FOR 5.8 MI (9.3 KM) TO THE INTERSECTION OF FIFTH STREET.  TURN
 DL7347'RIGHT ON FIFTH STREET AND GO WEST FOR 0.1 MI (0.2 KM) TO THE
 DL7347'INTERSECTION OF GILCHRIST AVENUE.  TURN LEFT ON GILCHRIST AVENUE
 DL7347'(BECOMING GULF BOULEVARD) AND GO SOUTH FOR 2.25 MI (3.6 KM) TO THE
 DL7347'BOCA GRANDE PASS STATE PARK MAIN ENTRANCE GATE.  CONTINUE SOUTH
 DL7347'THROUGH THE GATE FOR ABOUT 0.1 MI (0.2 KM) TO A WOODEN FRAMED CHAPEL
 DL7347'ON THE RIGHT AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE
 DL7347'WEST CONCRETE ENTRANCE SIDEWALK AND LEVEL WITH THE PARKING LOT.
 DL7347'
 DL7347'LOCATED 62.6 FT (19.1 M) SOUTH OF A WOODEN FENCE PATH OPENING, 48.0 FT
 DL7347'(14.6 M) SOUTHWEST OF A WOODEN POWER POLE, 7.8 FT (2.4 M) NORTHWEST OF
 DL7347'THE APPROXIMATE CENTER OF THE WEST ENTRANCE DOOR TO THE CHAPEL AND 7.4
 DL7347'FT (2.3 M) NORTH OF THE SOUTHWEST CORNER OF THE CONCRETE SLAB.
 DL7347
 DL7347                          STATION RECOVERY (2019)
 DL7347
 DL7347'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DL7347'RECOVERED IN GOOD CONDITION.
 DL7347
 DL7347                          STATION RECOVERY (2024)
 DL7347
 DL7347'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2024 (RSD)
 DL7347'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL7346 ***********************************************************************
 DL7346  DESIGNATION -  872 5577 E
 DL7346  PID         -  DL7346
 DL7346  STATE/COUNTY-  FL/LEE
 DL7346  COUNTRY     -  US
 DL7346  USGS QUAD   -  PORT BOCA GRANDE (2018)
 DL7346
 DL7346                         *CURRENT SURVEY CONTROL
 DL7346  ______________________________________________________________________
 DL7346* NAD 83(1986) POSITION- 26 43 08.48   (N) 082 15 41.94   (W)   HD_HELD1
 DL7346* NAVD 88 ORTHO HEIGHT -     0.441 (meters)        1.45  (feet) ADJUSTED
 DL7346  ______________________________________________________________________
 DL7346  GEOID HEIGHT    -        -23.783 (meters)                     GEOID18
 DL7346  DYNAMIC HEIGHT  -          0.441 (meters)        1.45  (feet) COMP
 DL7346  MODELED GRAVITY -    979,095.0   (mgal)                       NAVD 88
 DL7346
 DL7346  VERT ORDER      -  SECOND    CLASS I
 DL7346
 DL7346.The horizontal coordinates were determined by differentially corrected
 DL7346.hand held GPS observations or other comparable positioning techniques
 DL7346.and have an estimated accuracy of +/- 3 meters.
 DL7346
 DL7346.The orthometric height was determined by differential leveling and
 DL7346.adjusted by the NATIONAL GEODETIC SURVEY
 DL7346.in July 2010.
 DL7346
 DL7346.No vertical observational check was made to the station.
 DL7346
 DL7346.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7346.GEOID18 height accuracy estimate available here.
 DL7346
 DL7346.Click photographs - Photos may exist for this station.
 DL7346
 DL7346.The dynamic height is computed by dividing the NAVD 88
 DL7346.geopotential number by the normal gravity value computed on the
 DL7346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7346.degrees latitude (g = 980.6199 gals.).
 DL7346
 DL7346.The modeled gravity was interpolated from observed gravity values.
 DL7346
 DL7346;                    North         East    Units  Estimated Accuracy
 DL7346;SPC FL W     -   264,299.9     173,967.2     MT  (+/- 3 meters HH1 GPS) 
 DL7346
 DL7346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7450955936(NAD 83)
 DL7346
 DL7346                          SUPERSEDED SURVEY CONTROL
 DL7346
 DL7346.No superseded survey control is available for this station.
 DL7346
 DL7346_MARKER: F = FLANGE-ENCASED ROD
 DL7346_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL7346_STAMPING: 5577 E 2008
 DL7346_MARK LOGO: NGS
 DL7346_PROJECTION: FLUSH
 DL7346_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL7346_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7346+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2024
 DL7346_ROD/PIPE-DEPTH: 24.1 meters
 DL7346
 DL7346  HISTORY     - Date     Condition        Report By
 DL7346  HISTORY     - 20080810 MONUMENTED       FLDEP
 DL7346  HISTORY     - 20190113 GOOD             INDIV
 DL7346  HISTORY     - 20240212 GOOD             BASE9
 DL7346
 DL7346                          STATION DESCRIPTION
 DL7346
 DL7346'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DL7346'THE MARK IS 2.0 MI (3.2 KM) SOUTH OF BOCA GRANDE, IN SECTION 26,
 DL7346'TOWNSHIP 43 SOUTH, RANGE 20 EAST.
 DL7346'
 DL7346'TO REACH THE MARK FROM THE TOLL BOOTH ON BOCA GRANDE CAUSEWAY ABOUT
 DL7346'0.4 MI (0.6 KM) SOUTHWEST OF PLACIDA, GO SOUTH ON BOCA GRANDE CAUSE
 DL7346'WAY FOR 5.8 MI (9.3 KM) TO THE INTERSECTION OF FIFTH STREET.  TURN
 DL7346'RIGHT ON FIFTH STREET AND GO WEST FOR 0.1 MI (0.2 KM) TO THE
 DL7346'INTERSECTION OF GILCHRIST AVENUE.  TURN LEFT ON GILCHRIST AVENUE
 DL7346'(BECOMING GULF BOULEVARD) AND GO SOUTH FOR 2.25 MI (3.6 KM) TO THE
 DL7346'BOCA GRANDE PASS STATE PARK MAIN ENTRANCE GATE.  CONTINUE SOUTH
 DL7346'THROUGH THE GATE FOR ABOUT 100.0 FT (30.5 M) TO A PARKING LOT ENTRANCE
 DL7346'ON THE RIGHT AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN
 DL7346'TO REFUSAL AT A DEPTH OF 79.2 FT (24.1 M) WITH AN NATIONAL GEODETIC
 DL7346'SURVEY LOGO CAP FLUSH WITH THE GROUND AND LEVEL WITH THE PARKING LOT,
 DL7346'THE DATUM POINT IS RECESSED 0.5 FT (0.2 M) BELOW THE LEVEL OF THE
 DL7346'NATIONAL GEODETIC SURVEY LOGO CAP.
 DL7346'
 DL7346'LOCATED 84.0 FT (25.6 M) WEST OF THE APPROXIMATE CENTERLINE OF GULF
 DL7346'BOULEVARD, 22.5 FT (6.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF THE
 DL7346'PARKING LOT ENTRANCE DRIVE, 1.8 FT (0.5 M) EAST OF A WOODEN POWER POLE
 DL7346'AND 1.7 FT (0.5 M) EAST OF A CARSONITE WITNESS POST.
 DL7346'
 DL7346'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DL7346'CAP.
 DL7346'
 DL7346'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DL7346'NATIONAL GEODETIC SURVEY LOGO CAP.
 DL7346
 DL7346                          STATION RECOVERY (2019)
 DL7346
 DL7346'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DL7346'RECOVERED IN GOOD CONDITION.
 DL7346
 DL7346                          STATION RECOVERY (2024)
 DL7346
 DL7346'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2024 (DRD)
 DL7346'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL7345 ***********************************************************************
 DL7345  DESIGNATION -  872 5577 F
 DL7345  PID         -  DL7345
 DL7345  STATE/COUNTY-  FL/LEE
 DL7345  COUNTRY     -  US
 DL7345  USGS QUAD   -  PORT BOCA GRANDE (2018)
 DL7345
 DL7345                         *CURRENT SURVEY CONTROL
 DL7345  ______________________________________________________________________
 DL7345* NAD 83(1986) POSITION- 26 43 16.3    (N) 082 15 49.6    (W)   HD_HELD2
 DL7345* NAVD 88 ORTHO HEIGHT -     2.059 (meters)        6.76  (feet) ADJUSTED
 DL7345  ______________________________________________________________________
 DL7345  GEOID HEIGHT    -        -23.786 (meters)                     GEOID18
 DL7345  DYNAMIC HEIGHT  -          2.056 (meters)        6.75  (feet) COMP
 DL7345  MODELED GRAVITY -    979,095.0   (mgal)                       NAVD 88
 DL7345
 DL7345  VERT ORDER      -  SECOND    CLASS I
 DL7345
 DL7345.The horizontal coordinates were established by autonomous hand held GPS
 DL7345.observations and have an estimated accuracy of +/- 10 meters.
 DL7345
 DL7345.The orthometric height was determined by differential leveling and
 DL7345.adjusted by the NATIONAL GEODETIC SURVEY
 DL7345.in July 2010.
 DL7345
 DL7345.No vertical observational check was made to the station.
 DL7345
 DL7345.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7345.GEOID18 height accuracy estimate available here.
 DL7345
 DL7345.Click photographs - Photos may exist for this station.
 DL7345
 DL7345.The dynamic height is computed by dividing the NAVD 88
 DL7345.geopotential number by the normal gravity value computed on the
 DL7345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7345.degrees latitude (g = 980.6199 gals.).
 DL7345
 DL7345.The modeled gravity was interpolated from observed gravity values.
 DL7345
 DL7345;                    North         East    Units  Estimated Accuracy
 DL7345;SPC FL W     -   264,541.      173,756.      MT  (+/- 10 meters HH2 GPS)
 DL7345
 DL7345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7430056178(NAD 83)
 DL7345
 DL7345                          SUPERSEDED SURVEY CONTROL
 DL7345
 DL7345.No superseded survey control is available for this station.
 DL7345
 DL7345_MARKER: DD = SURVEY DISK
 DL7345_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL7345_SP_SET: SEAWALL
 DL7345_STAMPING: 5577 F 2008
 DL7345_MARK LOGO: FLDEP
 DL7345_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL7345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL7345+STABILITY: SURFACE MOTION
 DL7345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7345+SATELLITE: SATELLITE OBSERVATIONS - January 13, 2019
 DL7345
 DL7345  HISTORY     - Date     Condition        Report By
 DL7345  HISTORY     - 20080810 MONUMENTED       FLDEP
 DL7345  HISTORY     - 20190113 GOOD             INDIV
 DL7345
 DL7345                          STATION DESCRIPTION
 DL7345
 DL7345'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DL7345'THE STATION IS LOCATED ABOUT 6.6 MI (10.6 KM) WEST OF BOKEELIA, 1.9 MI
 DL7345'(3.1 KM) SOUTH OF BOCA GRANDE AND IN THE TOWN OF PORT BOCA GRANDE, FL.
 DL7345'ABOUT 1.9 MI (3.1 KM) SOUTH OF BOCA GRANDE, IN SECTION 26, TOWNSHIP 43
 DL7345'SOUTH, RANGE 20 EAST.
 DL7345'
 DL7345'TO REACH THE MARK FROM THE TOLL BOOTH ON BOCA GRANDE CAUSEWAY ABOUT
 DL7345'0.4 MI (0.6 KM) SOUTHWEST OF PLACIDA, GO SOUTH ON BOCA GRANDE CAUSE
 DL7345'WAY FOR 5.8 MI (9.3 KM) TO THE INTERSECTION OF FIFTH STREET.  TURN
 DL7345'RIGHT ON FIFTH STREET AND GO WEST FOR 0.1 MI (0.2 KM) TO THE
 DL7345'INTERSECTION OF GILCHRIST AVENUE.  TURN LEFT ON GILCHRIST AVENUE
 DL7345'(BECOMING GULF BOULEVARD) AND GO SOUTH FOR 2.1 MI (3.4 KM) TO THE BOCA
 DL7345'GRANDE PASS STATE PARK ENTRANCE OF THE NUMBER 3 SEAWALL PARKING LOT ON
 DL7345'THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A CONCRETE
 DL7345'SEAWALL.
 DL7345'
 DL7345'LOCATED 114.4 FT (34.9 M) SOUTH OF A USCOE SURVEY DISK CHPL-4 1991 JAX
 DL7345'FLA, 110.0 FT (33.5 M) SOUTHWEST OF A WOODEN SIGN POST, 85.1 FT (25.9
 DL7345'M) WEST OF A WOODEN FENCE CORNER POST, 10.9 FT (3.3 M) NORTH OF A
 DL7345'45-DEGREE CORNER OF A CONCRETE SEAWALL AND 1.1 FT (0.3 M) EAST OF A
 DL7345'CARSONITE WITNESS POST.
 DL7345
 DL7345                          STATION RECOVERY (2019)
 DL7345
 DL7345'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DL7345'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7785 ***********************************************************************
 AG7785  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7785  DESIGNATION -  872 5667 A TIDAL RESET
 AG7785  PID         -  AG7785
 AG7785  STATE/COUNTY-  FL/CHARLOTTE
 AG7785  COUNTRY     -  US
 AG7785  USGS QUAD   -  PLACIDA (2018)
 AG7785
 AG7785                         *CURRENT SURVEY CONTROL
 AG7785  ______________________________________________________________________
 AG7785* NAD 83(1986) POSITION- 26 49 53.1    (N) 082 15 54.1    (W)   HD_HELD2
 AG7785* NAVD 88 ORTHO HEIGHT -     1.423 (meters)        4.67  (feet) ADJUSTED
 AG7785  ______________________________________________________________________
 AG7785  GEOID HEIGHT    -        -23.818 (meters)                     GEOID18
 AG7785  DYNAMIC HEIGHT  -          1.421 (meters)        4.66  (feet) COMP
 AG7785  MODELED GRAVITY -    979,109.1   (mgal)                       NAVD 88
 AG7785
 AG7785  VERT ORDER      -  SECOND    CLASS I
 AG7785
 AG7785.The horizontal coordinates were established by autonomous hand held GPS
 AG7785.observations and have an estimated accuracy of +/- 10 meters.
 AG7785
 AG7785.The orthometric height was determined by differential leveling and
 AG7785.adjusted by the NATIONAL GEODETIC SURVEY
 AG7785.in June 1991.
 AG7785
 AG7785.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7785.GEOID18 height accuracy estimate available here.
 AG7785
 AG7785.This Tidal Bench Mark is designated as VM 7380
 AG7785.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7785
 AG7785.Click photographs - Photos may exist for this station.
 AG7785
 AG7785.The dynamic height is computed by dividing the NAVD 88
 AG7785.geopotential number by the normal gravity value computed on the
 AG7785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7785.degrees latitude (g = 980.6199 gals.).
 AG7785
 AG7785.The modeled gravity was interpolated from observed gravity values.
 AG7785
 AG7785;                    North         East    Units  Estimated Accuracy
 AG7785;SPC FL W     -   276,753.      173,657.      MT  (+/- 10 meters HH2 GPS)
 AG7785
 AG7785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7429768389(NAD 83)
 AG7785
 AG7785                          SUPERSEDED SURVEY CONTROL
 AG7785
 AG7785.No superseded survey control is available for this station.
 AG7785
 AG7785_MARKER: DJ = TIDAL STATION DISK
 AG7785_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7785+WITH SETTING: PAVEMENT
 AG7785_SP_SET: CONCRETE STEP
 AG7785_STAMPING: 5667 A RESET 1982
 AG7785_MARK LOGO: NOS
 AG7785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7785+STABILITY: SURFACE MOTION
 AG7785_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7785+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2009
 AG7785
 AG7785  HISTORY     - Date     Condition        Report By
 AG7785  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7785  HISTORY     - 1983     GOOD             FLDNR
 AG7785  HISTORY     - 1990     GOOD             USPSQD
 AG7785  HISTORY     - 19940610 GOOD             USPSQD
 AG7785  HISTORY     - 20061110 GOOD             USPSQD
 AG7785  HISTORY     - 20090221 GOOD             GEOCAC
 AG7785
 AG7785                          STATION DESCRIPTION
 AG7785
 AG7785'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7785'IN PLACIDA.
 AG7785'THE MARK IS AT THE PLACIDA POST OFFICE, SET IN THE 2ND STEP, 2.2 FEET
 AG7785'EAST OF THE SOUTHEAST CORNER OF THE BUILDING, 49.4 FEET WEST OF THE
 AG7785'CENTERLINE OF THE DRIVE, AND 46.6 FEET NORTH OF THE NORTHEAST CORNER
 AG7785'OF THE GASPARILLA FISHERY.
 AG7785'THE MARK IS 2 FT ABOVE GROUND.
 AG7785
 AG7785                          STATION RECOVERY (1990)
 AG7785
 AG7785'RECOVERY NOTE BY US POWER SQUADRON 1990 (BNM)
 AG7785'RECOVERED IN GOOD CONDITION.
 AG7785
 AG7785                          STATION RECOVERY (1994)
 AG7785
 AG7785'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG7785'RECOVERED IN GOOD CONDITION.
 AG7785
 AG7785                          STATION RECOVERY (2006)
 AG7785
 AG7785'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7785'RECOVERED IN GOOD CONDITION.
 AG7785
 AG7785                          STATION RECOVERY (2009)
 AG7785
 AG7785'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7785'BUILDING IS NO LONGER THE PLACIDA POST OFFICE. IT IS THE MARGARET
 AG7785'ALBRITTON GALLERY, SW OF THE PARK IN PLACIDA. THE STEPS HAVE BEEN
 AG7785'PAINTED A BRIGHT BLUE AND THE DISK HAD BEEN PAINTED OVER WITH THE SAME
 AG7785'COLOR.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7783 ***********************************************************************
 AG7783  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7783  DESIGNATION -  872 5667 B TIDAL
 AG7783  PID         -  AG7783
 AG7783  STATE/COUNTY-  FL/CHARLOTTE
 AG7783  COUNTRY     -  US
 AG7783  USGS QUAD   -  PLACIDA (2018)
 AG7783
 AG7783                         *CURRENT SURVEY CONTROL
 AG7783  ______________________________________________________________________
 AG7783* NAD 83(1986) POSITION- 26 49 58.1    (N) 082 15 52.2    (W)   HD_HELD2
 AG7783* NAVD 88 ORTHO HEIGHT -     2.346 (meters)        7.70  (feet) ADJUSTED
 AG7783  ______________________________________________________________________
 AG7783  GEOID HEIGHT    -        -23.818 (meters)                     GEOID18
 AG7783  DYNAMIC HEIGHT  -          2.342 (meters)        7.68  (feet) COMP
 AG7783  MODELED GRAVITY -    979,109.1   (mgal)                       NAVD 88
 AG7783
 AG7783  VERT ORDER      -  FIRST     CLASS II
 AG7783
 AG7783.The horizontal coordinates were established by autonomous hand held GPS
 AG7783.observations and have an estimated accuracy of +/- 10 meters.
 AG7783
 AG7783.The orthometric height was determined by differential leveling and
 AG7783.adjusted by the NATIONAL GEODETIC SURVEY
 AG7783.in June 1991.
 AG7783
 AG7783.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7783.GEOID18 height accuracy estimate available here.
 AG7783
 AG7783.This Tidal Bench Mark is designated as VM 7379
 AG7783.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7783
 AG7783.Click photographs - Photos may exist for this station.
 AG7783
 AG7783.The dynamic height is computed by dividing the NAVD 88
 AG7783.geopotential number by the normal gravity value computed on the
 AG7783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7783.degrees latitude (g = 980.6199 gals.).
 AG7783
 AG7783.The modeled gravity was interpolated from observed gravity values.
 AG7783
 AG7783;                    North         East    Units  Estimated Accuracy
 AG7783;SPC FL W     -   276,907.      173,710.      MT  (+/- 10 meters HH2 GPS)
 AG7783
 AG7783_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7435168543(NAD 83)
 AG7783
 AG7783                          SUPERSEDED SURVEY CONTROL
 AG7783
 AG7783.No superseded survey control is available for this station.
 AG7783
 AG7783_MARKER: DJ = TIDAL STATION DISK
 AG7783_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7783_SP_SET: BRIDGE ABUTMENT
 AG7783_STAMPING: 5667 B 1977
 AG7783_MARK LOGO: NOS
 AG7783_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7783_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7783+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2009
 AG7783
 AG7783  HISTORY     - Date     Condition        Report By
 AG7783  HISTORY     - 1977     MONUMENTED       NOS
 AG7783  HISTORY     - 1983     GOOD             FLDNR
 AG7783  HISTORY     - 1990     GOOD             USPSQD
 AG7783  HISTORY     - 19940610 GOOD             USPSQD
 AG7783  HISTORY     - 20051018 GOOD             FLDEP
 AG7783  HISTORY     - 20061110 GOOD             USPSQD
 AG7783  HISTORY     - 20090221 GOOD             GEOCAC
 AG7783  HISTORY     - 20190119 MARK NOT FOUND   INDIV
 AG7783
 AG7783                          STATION DESCRIPTION
 AG7783
 AG7783'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7783'IN PLACIDA.
 AG7783'THE MARK IS SET IN THE SOUTH ABUTMENT OF THE COUNTY ROAD 771 BRIDGE
 AG7783'OVER CORAL CREEK, 18.5 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 AG7783'AND 1.5 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE.
 AG7783
 AG7783                          STATION RECOVERY (1990)
 AG7783
 AG7783'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7783'RECOVERED IN GOOD CONDITION.
 AG7783
 AG7783                          STATION RECOVERY (1994)
 AG7783
 AG7783'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG7783'RECOVERED IN GOOD CONDITION.
 AG7783
 AG7783                          STATION RECOVERY (2005)
 AG7783
 AG7783'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG7783'THE MARK IS IN PLACIDA, IN SECTION 12, TOWNSHIP 42 SOUTH, RANGE 20
 AG7783'EAST.
 AG7783'
 AG7783'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 775 (COUNTY ROAD
 AG7783'771) AND BOCA  GRANDE CAUSEWAY IN PLACIDA, GO SOUTHEAST ON COUNTY ROAD
 AG7783'771 FOR 0.3 MI TO A LEFT HAND  CURVE, TURN LEFT AND GO NORTHEAST ON
 AG7783'COUNTY ROAD 771 FOR 0.05 MI TO THE SOUTHWEST  CORNER OF THE CORAL
 AG7783'CREEK BRIDGE AND THE MARK ON THE LEFT.
 AG7783'
 AG7783'LOCATED 18.5 FT NORTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 AG7783'771, 1.5 FT  NORTHWEST OF THE SOUTHWEST CORNER OF THE BRIDGE AND 1.0
 AG7783'FT NORTHWEST OF A CONCRETE  GUARD RAIL.
 AG7783
 AG7783                          STATION RECOVERY (2006)
 AG7783
 AG7783'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7783'RECOVERED IN GOOD CONDITION.
 AG7783
 AG7783                          STATION RECOVERY (2009)
 AG7783
 AG7783'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7783'RECOVERED IN GOOD CONDITION.
 AG7783
 AG7783                          STATION RECOVERY (2019)
 AG7783
 AG7783'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG7783'THE BRIDGE AND ITS ABUTMENTS HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7784 ***********************************************************************
 AG7784  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7784  DESIGNATION -  872 5667 D TIDAL
 AG7784  PID         -  AG7784
 AG7784  STATE/COUNTY-  FL/CHARLOTTE
 AG7784  COUNTRY     -  US
 AG7784  USGS QUAD   -  PLACIDA (2018)
 AG7784
 AG7784                         *CURRENT SURVEY CONTROL
 AG7784  ______________________________________________________________________
 AG7784* NAD 83(1986) POSITION- 26 49 58.1    (N) 082 15 52.0    (W)   HD_HELD2
 AG7784* NAVD 88 ORTHO HEIGHT -     2.615 (meters)        8.58  (feet) ADJUSTED
 AG7784  ______________________________________________________________________
 AG7784  GEOID HEIGHT    -        -23.818 (meters)                     GEOID18
 AG7784  DYNAMIC HEIGHT  -          2.611 (meters)        8.57  (feet) COMP
 AG7784  MODELED GRAVITY -    979,109.1   (mgal)                       NAVD 88
 AG7784
 AG7784  VERT ORDER      -  FIRST     CLASS II
 AG7784
 AG7784.The horizontal coordinates were established by autonomous hand held GPS
 AG7784.observations and have an estimated accuracy of +/- 10 meters.
 AG7784
 AG7784.The orthometric height was determined by differential leveling and
 AG7784.adjusted by the NATIONAL GEODETIC SURVEY
 AG7784.in May 2008.
 AG7784
 AG7784.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7784.GEOID18 height accuracy estimate available here.
 AG7784
 AG7784.This Tidal Bench Mark is designated as VM 7383
 AG7784.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7784
 AG7784.This Tidal Bench Mark is designated as VM 17159
 AG7784.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7784
 AG7784.Click photographs - Photos may exist for this station.
 AG7784
 AG7784.The dynamic height is computed by dividing the NAVD 88
 AG7784.geopotential number by the normal gravity value computed on the
 AG7784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7784.degrees latitude (g = 980.6199 gals.).
 AG7784
 AG7784.The modeled gravity was interpolated from observed gravity values.
 AG7784
 AG7784;                    North         East    Units  Estimated Accuracy
 AG7784;SPC FL W     -   276,907.      173,715.      MT  (+/- 10 meters HH2 GPS)
 AG7784
 AG7784_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7435668543(NAD 83)
 AG7784
 AG7784                          SUPERSEDED SURVEY CONTROL
 AG7784
 AG7784  NAVD 88 (06/15/91)    2.614  (m)            8.58   (f) SUPERSEDED  2 1
 AG7784
 AG7784.Superseded values are not recommended for survey control.
 AG7784
 AG7784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7784.See file dsdata.pdf to determine how the superseded data were derived.
 AG7784
 AG7784_STAMPING: 5667 D
 AG7784_MARK LOGO: FLSRD
 AG7784_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7784+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2009
 AG7784
 AG7784  HISTORY     - Date     Condition        Report By
 AG7784  HISTORY     - UNK      MONUMENTED       FLDT
 AG7784  HISTORY     - 1983     GOOD             FLDNR
 AG7784  HISTORY     - 1990     GOOD             USPSQD
 AG7784  HISTORY     - 20051018 GOOD             FLDEP
 AG7784  HISTORY     - 20061110 GOOD             USPSQD
 AG7784  HISTORY     - 20090221 GOOD             GEOCAC
 AG7784  HISTORY     - 20190119 MARK NOT FOUND   INDIV
 AG7784
 AG7784                          STATION DESCRIPTION
 AG7784
 AG7784'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7784'IN PLACIDA.
 AG7784'THE MARK IS SET IN THE ABUTMENT OF THE COUNTY ROAD 771 BRIDGE OVER
 AG7784'CORAL CREEK, AT THE SOUTH CORNER OF THE BRIDGE, 18.5 FEET SOUTHEAST OF
 AG7784'THE CENTERLINE OF THE ROAD.
 AG7784
 AG7784                          STATION RECOVERY (1990)
 AG7784
 AG7784'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7784'RECOVERED IN GOOD CONDITION.
 AG7784
 AG7784                          STATION RECOVERY (2005)
 AG7784
 AG7784'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG7784'THE MARK IS IN PLACIDA, IN SECTION 12, TOWNSHIP 42 SOUTH, RANGE 20
 AG7784'EAST.
 AG7784'
 AG7784'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 775 (COUNTY ROAD
 AG7784'771) AND BOCA  GRANDE CAUSEWAY IN PLACIDA, GO SOUTHEAST ON COUNTY ROAD
 AG7784'771 FOR 0.3 MI TO A LEFT HAND  CURVE, TURN LEFT AND GO NORTHEAST ON
 AG7784'COUNTY ROAD 771 FOR 0.05 MI TO THE SOUTHEAST  CORNER OF THE CORAL
 AG7784'CREEK BRIDGE AND THE MARK ON THE RIGHT.
 AG7784'
 AG7784'LOCATED 18.5 FT SOUTHEAST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 AG7784'771, 6.9 FT  NORTHWEST OF A WOODEN GUARD RAIL AND 2.2 FT SOUTHEAST OF
 AG7784'A METAL GUARD RAIL.
 AG7784
 AG7784                          STATION RECOVERY (2006)
 AG7784
 AG7784'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7784'RECOVERED AS DESCRIBED
 AG7784
 AG7784                          STATION RECOVERY (2009)
 AG7784
 AG7784'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7784'THERE IS A WALKWAY ON THIS SIDE OF BRIDGE ALSO. DISK IS ALONGSIDE
 AG7784'RAILING ABUTMENT.
 AG7784
 AG7784                          STATION RECOVERY (2019)
 AG7784
 AG7784'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG7784'THE BRIDGE AND ITS ABUTMENTS HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7781 ***********************************************************************
 AG7781  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7781  DESIGNATION -  872 5667 E TIDAL
 AG7781  PID         -  AG7781
 AG7781  STATE/COUNTY-  FL/CHARLOTTE
 AG7781  COUNTRY     -  US
 AG7781  USGS QUAD   -  PLACIDA (2018)
 AG7781
 AG7781                         *CURRENT SURVEY CONTROL
 AG7781  ______________________________________________________________________
 AG7781* NAD 83(1986) POSITION- 26 50 01.7    (N) 082 15 50.0    (W)   HD_HELD2
 AG7781* NAVD 88 ORTHO HEIGHT -     2.766 (meters)        9.07  (feet) ADJUSTED
 AG7781  ______________________________________________________________________
 AG7781  GEOID HEIGHT    -        -23.818 (meters)                     GEOID18
 AG7781  DYNAMIC HEIGHT  -          2.761 (meters)        9.06  (feet) COMP
 AG7781  MODELED GRAVITY -    979,109.1   (mgal)                       NAVD 88
 AG7781
 AG7781  VERT ORDER      -  FIRST     CLASS II
 AG7781
 AG7781.The horizontal coordinates were established by autonomous hand held GPS
 AG7781.observations and have an estimated accuracy of +/- 10 meters.
 AG7781
 AG7781.The orthometric height was determined by differential leveling and
 AG7781.adjusted by the NATIONAL GEODETIC SURVEY
 AG7781.in June 1991.
 AG7781
 AG7781.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7781.GEOID18 height accuracy estimate available here.
 AG7781
 AG7781.This Tidal Bench Mark is designated as VM 7382
 AG7781.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7781
 AG7781.This Tidal Bench Mark is designated as VM 17160
 AG7781.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7781
 AG7781.Click photographs - Photos may exist for this station.
 AG7781
 AG7781.The dynamic height is computed by dividing the NAVD 88
 AG7781.geopotential number by the normal gravity value computed on the
 AG7781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7781.degrees latitude (g = 980.6199 gals.).
 AG7781
 AG7781.The modeled gravity was interpolated from observed gravity values.
 AG7781
 AG7781;                    North         East    Units  Estimated Accuracy
 AG7781;SPC FL W     -   277,018.      173,771.      MT  (+/- 10 meters HH2 GPS)
 AG7781
 AG7781_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7441368653(NAD 83)
 AG7781
 AG7781                          SUPERSEDED SURVEY CONTROL
 AG7781
 AG7781.No superseded survey control is available for this station.
 AG7781
 AG7781_STAMPING: 5667 E
 AG7781_MARK LOGO: FLSRD
 AG7781_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7781+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2009
 AG7781
 AG7781  HISTORY     - Date     Condition        Report By
 AG7781  HISTORY     - UNK      MONUMENTED       FLDT
 AG7781  HISTORY     - 1983     GOOD             FLDNR
 AG7781  HISTORY     - 1990     POOR             USPSQD
 AG7781  HISTORY     - 20051018 GOOD             FLDEP
 AG7781  HISTORY     - 20061110 GOOD             USPSQD
 AG7781  HISTORY     - 20090221 GOOD             GEOCAC
 AG7781  HISTORY     - 20190119 MARK NOT FOUND   INDIV
 AG7781
 AG7781                          STATION DESCRIPTION
 AG7781
 AG7781'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7781'IN PLACIDA.
 AG7781'THE MARK IS SET IN THE BRIDGE ABUTMENT OF THE COUNTY ROAD 771 BRIDGE
 AG7781'OVER CORAL CREEK, AT THE NORTH CORNER OF THE BRIDGE, 18 FEET NORTHWEST
 AG7781'OF THE CENTERLINE OF THE ROAD.
 AG7781
 AG7781                          STATION RECOVERY (1990)
 AG7781
 AG7781'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7781'MARK RECOVERED IN POOR CONDITION.
 AG7781
 AG7781                          STATION RECOVERY (2005)
 AG7781
 AG7781'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG7781'THE MARK IS IN PLACIDA, IN SECTION 12, TOWNSHIP 42 SOUTH, RANGE 20
 AG7781'EAST.
 AG7781'
 AG7781'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 775 (COUNTY ROAD
 AG7781'771) AND BOCA  GRANDE CAUSEWAY IN PLACIDA, GO SOUTHEAST ON COUNTY ROAD
 AG7781'771 FOR 0.3 MI TO A LEFT HAND  CURVE, TURN LEFT AND GO NORTHEAST ON
 AG7781'COUNTY ROAD 771 FOR 0.1 MI TO THE NORTHWEST  CORNER OF THE CORAL CREEK
 AG7781'BRIDGE AND THE MARK ON THE LEFT.
 AG7781'
 AG7781'LOCATED 18.0 FT NORTHWEST OF THE APPROXIMATE CENTERLINE OF COUNTY ROAD
 AG7781'771, 2.2 FT  NORTHWEST OF A METAL GUARD RAIL AND 0.2 FT NORTHWEST OF
 AG7781'THE NORTH END OF A CONCRETE  GUARD RAIL.
 AG7781
 AG7781                          STATION RECOVERY (2006)
 AG7781
 AG7781'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7781'RECOVERED AS DESCRIBED
 AG7781
 AG7781                          STATION RECOVERY (2009)
 AG7781
 AG7781'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7781'RECOVERED IN GOOD CONDITION.
 AG7781
 AG7781                          STATION RECOVERY (2019)
 AG7781
 AG7781'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG7781'THE BRIDGE AND ITS ABUTMENTS HAVE BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7811 ***********************************************************************
 AG7811  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7811  DESIGNATION -  872 5685 A
 AG7811  PID         -  AG7811
 AG7811  STATE/COUNTY-  FL/CHARLOTTE
 AG7811  COUNTRY     -  US
 AG7811  USGS QUAD   -  PLACIDA (2018)
 AG7811
 AG7811                         *CURRENT SURVEY CONTROL
 AG7811  ______________________________________________________________________
 AG7811* NAD 83(1986) POSITION- 26 51 21.63   (N) 082 18 10.35   (W)   HD_HELD1
 AG7811* NAVD 88 ORTHO HEIGHT -     0.335 (meters)        1.10  (feet) ADJUSTED
 AG7811  ______________________________________________________________________
 AG7811  GEOID HEIGHT    -        -23.823 (meters)                     GEOID18
 AG7811  DYNAMIC HEIGHT  -          0.335 (meters)        1.10  (feet) COMP
 AG7811  MODELED GRAVITY -    979,110.9   (mgal)                       NAVD 88
 AG7811
 AG7811  VERT ORDER      -  FIRST     CLASS II
 AG7811
 AG7811.The horizontal coordinates were determined by differentially corrected
 AG7811.hand held GPS observations or other comparable positioning techniques
 AG7811.and have an estimated accuracy of +/- 3 meters.
 AG7811
 AG7811.The orthometric height was determined by differential leveling and
 AG7811.adjusted by the NATIONAL GEODETIC SURVEY
 AG7811.in September 2010.
 AG7811
 AG7811.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7811.GEOID18 height accuracy estimate available here.
 AG7811
 AG7811.This Tidal Bench Mark is designated as VM 7384
 AG7811.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7811
 AG7811.Click photographs - Photos may exist for this station.
 AG7811
 AG7811.The dynamic height is computed by dividing the NAVD 88
 AG7811.geopotential number by the normal gravity value computed on the
 AG7811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7811.degrees latitude (g = 980.6199 gals.).
 AG7811
 AG7811.The modeled gravity was interpolated from observed gravity values.
 AG7811
 AG7811;                    North         East    Units  Estimated Accuracy
 AG7811;SPC FL W     -   279,486.3     169,901.7     MT  (+/- 3 meters HH1 GPS) 
 AG7811
 AG7811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7056471151(NAD 83)
 AG7811
 AG7811                          SUPERSEDED SURVEY CONTROL
 AG7811
 AG7811  NAVD 88 (06/15/91)    0.339  (m)            1.11   (f) SUPERSEDED  2 1
 AG7811
 AG7811.Superseded values are not recommended for survey control.
 AG7811
 AG7811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7811.See file dsdata.pdf to determine how the superseded data were derived.
 AG7811
 AG7811_MARKER: DJ = TIDAL STATION DISK
 AG7811_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7811_STAMPING: 5685 A 1977
 AG7811_MARK LOGO: NOS
 AG7811_PROJECTION: PROJECTING 15 CENTIMETERS
 AG7811_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7811_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7811+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2019
 AG7811_ROD/PIPE-DEPTH: 7.32 meters
 AG7811
 AG7811  HISTORY     - Date     Condition        Report By
 AG7811  HISTORY     - 1977     MONUMENTED       NOS
 AG7811  HISTORY     - 1983     GOOD             FLDNR
 AG7811  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7811  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 AG7811  HISTORY     - 20061110 GOOD             USPSQD
 AG7811  HISTORY     - 20080805 GOOD             FLDEP
 AG7811  HISTORY     - 20090204 GOOD             GEOCAC
 AG7811  HISTORY     - 20190118 GOOD             INDIV
 AG7811
 AG7811                          STATION DESCRIPTION
 AG7811
 AG7811'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7811'2.6 MI NW FROM PLACIDA.
 AG7811'BEGIN AT THE JUNCTION OF BOCA GRANDE CAUSEWAY WITH STATE ROAD 775, GO
 AG7811'2.6 MILES NORTHWEST ON STATE ROAD 775 TO A DIM ROAD ON THE LEFT, GO
 AG7811'SOUTHWEST ON THE DIM ROAD TO ITS END AT AN ABANDONED HOUSE ON THE
 AG7811'INTRACOASTAL WATERWAY AND THE MARK.  THE MARK BEARS 20 FEET SOUTHWEST
 AG7811'OF THE NORTHWEST CORNER OF THE PORCH OF AN ABANDONED AND DELAPIDATED
 AG7811'HOUSE, 5.5 FEET NORTHWEST OF THE END OF A DOCK, 5 FEET NORTHEAST OF
 AG7811'THE EDGE OF THE WATERWAY, 60 FEET SOUTHEAST OF TIDAL BENCH MARK 5685 B
 AG7811'1977, AND 1 FOOT SOUTH OF A WITNESS POST.
 AG7811
 AG7811                          STATION RECOVERY (1990)
 AG7811
 AG7811'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7811'MARK NOT FOUND.
 AG7811
 AG7811                          STATION RECOVERY (1997)
 AG7811
 AG7811'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7811'MARK NOT FOUND.
 AG7811
 AG7811                          STATION RECOVERY (2006)
 AG7811
 AG7811'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7811'RECOVERED IN GOOD CONDITION.
 AG7811
 AG7811                          STATION RECOVERY (2008)
 AG7811
 AG7811'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7811'RECOVERED IN GOOD CONDITION.  A NEW   TO REACH--THE MARK FROM THE
 AG7811'JUNCTION OF COUNTY ROAD 775 (PLACIDA ROAD) AND BOCA GRANDE CAUSEWAY IN
 AG7811'PLACIDA, GO NORTH ON COUNTY ROAD 775 (PLACIDA ROAD) FOR 2.5 MI (4.0
 AG7811'KM) TO THE ENTRANCE OF DON PEDRO STATE PARK ON THE LEFT.  TURN LEFT ON
 AG7811'THE STATE PARK ROAD AND GO SOUTHWEST FOR 0.3 MI (0.5 KM) TO THE
 AG7811'INTERCOASTAL WATERWAY AND THE MARK ON THE RIGHT.
 AG7811
 AG7811                          STATION RECOVERY (2009)
 AG7811
 AG7811'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7811'RECOVERED IN GOOD CONDITION. FROM STATE PARK PARKING LOT GO SW 800 FT.
 AG7811'TO CLEARING WHERE HOUSE WAS REMOVED AND NEW DOCK ON WATERWAY. MARK IS
 AG7811'2 FT. NNW OF END OF DOCK ENCASED IN A PLASTIC PIPE.
 AG7811
 AG7811                          STATION RECOVERY (2019)
 AG7811
 AG7811'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG7811'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7807 ***********************************************************************
 AG7807  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7807  DESIGNATION -  872 5685 B
 AG7807  PID         -  AG7807
 AG7807  STATE/COUNTY-  FL/CHARLOTTE
 AG7807  COUNTRY     -  US
 AG7807  USGS QUAD   -  PLACIDA (2018)
 AG7807
 AG7807                         *CURRENT SURVEY CONTROL
 AG7807  ______________________________________________________________________
 AG7807* NAD 83(1986) POSITION- 26 51 22.11   (N) 082 18 10.80   (W)   HD_HELD1
 AG7807* NAVD 88 ORTHO HEIGHT -     0.429 (meters)        1.41  (feet) ADJUSTED
 AG7807  ______________________________________________________________________
 AG7807  GEOID HEIGHT    -        -23.823 (meters)                     GEOID18
 AG7807  DYNAMIC HEIGHT  -          0.428 (meters)        1.40  (feet) COMP
 AG7807  MODELED GRAVITY -    979,110.9   (mgal)                       NAVD 88
 AG7807
 AG7807  VERT ORDER      -  FIRST     CLASS II
 AG7807
 AG7807.The horizontal coordinates were determined by differentially corrected
 AG7807.hand held GPS observations or other comparable positioning techniques
 AG7807.and have an estimated accuracy of +/- 3 meters.
 AG7807
 AG7807.The orthometric height was determined by differential leveling and
 AG7807.adjusted by the NATIONAL GEODETIC SURVEY
 AG7807.in June 1991.
 AG7807
 AG7807.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7807.GEOID18 height accuracy estimate available here.
 AG7807
 AG7807.This Tidal Bench Mark is designated as VM 7385
 AG7807.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7807
 AG7807.Click photographs - Photos may exist for this station.
 AG7807
 AG7807.The dynamic height is computed by dividing the NAVD 88
 AG7807.geopotential number by the normal gravity value computed on the
 AG7807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7807.degrees latitude (g = 980.6199 gals.).
 AG7807
 AG7807.The modeled gravity was interpolated from observed gravity values.
 AG7807
 AG7807;                    North         East    Units  Estimated Accuracy
 AG7807;SPC FL W     -   279,501.1     169,889.3     MT  (+/- 3 meters HH1 GPS) 
 AG7807
 AG7807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7055171166(NAD 83)
 AG7807
 AG7807                          SUPERSEDED SURVEY CONTROL
 AG7807
 AG7807.No superseded survey control is available for this station.
 AG7807
 AG7807_MARKER: DJ = TIDAL STATION DISK
 AG7807_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7807_STAMPING: 5685 B 1977
 AG7807_MARK LOGO: NOS
 AG7807_PROJECTION: PROJECTING 5 CENTIMETERS
 AG7807_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7807_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7807+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2019
 AG7807_ROD/PIPE-DEPTH: 7.32 meters
 AG7807
 AG7807  HISTORY     - Date     Condition        Report By
 AG7807  HISTORY     - 1977     MONUMENTED       NOS
 AG7807  HISTORY     - 1983     GOOD             FLDNR
 AG7807  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7807  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 AG7807  HISTORY     - 20061110 GOOD             USPSQD
 AG7807  HISTORY     - 20080805 GOOD             FLDEP
 AG7807  HISTORY     - 20090221 GOOD             GEOCAC
 AG7807  HISTORY     - 20190118 GOOD             INDIV
 AG7807
 AG7807                          STATION DESCRIPTION
 AG7807
 AG7807'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7807'2.6 MI NW FROM PLACIDA.
 AG7807'BEGIN AT THE JUNCTION OF BOCA GRANDE CAUSEWAY WITH STATE ROAD 775, GO
 AG7807'2.6 MILES NORTHWEST ON STATE ROAD 775 TO A DIM ROAD ON THE LEFT, GO
 AG7807'SOUTHWEST ON THE DIM ROAD TO ITS END AT AN ABANDONED HOUSE ON THE
 AG7807'INTRACOASTAL WATERWAY AND THE MARK.  THE MARK BEARS 62 FEET NORTH OF
 AG7807'THE NORTHWEST CORNER OF AN ABANDONED AND DELAPIDATED HOUSE, 10 FEET
 AG7807'NORTHEAST OF THE EDGE OF THE WATERWAY, 60 FEET NORTHWEST OF TIDAL
 AG7807'BENCH MARK 5685 A 1977, 0.5 FOOT NORTHEAST OF A WITNESS POST, AND 56
 AG7807'FEET SOUTHEAST OF TIDAL BENCH MARK 5685 E 1977.
 AG7807
 AG7807                          STATION RECOVERY (1990)
 AG7807
 AG7807'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7807'MARK NOT FOUND.
 AG7807
 AG7807                          STATION RECOVERY (1997)
 AG7807
 AG7807'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7807'MARK NOT FOUND.
 AG7807
 AG7807                          STATION RECOVERY (2006)
 AG7807
 AG7807'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7807'AREA IS NOW A SMALL COUNTY PARK WITH NEW DOCK.
 AG7807
 AG7807                          STATION RECOVERY (2008)
 AG7807
 AG7807'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7807'RECOVERED IN GOOD CONDITION.  A NEW TO REACH AS FOLLOWS TO REACH THE
 AG7807'MARK FROM THE JUNCTION OF COUNTY ROAD 775 (PLACIDA ROAD) AND BOCA
 AG7807'GRANDE CAUSEWAY IN PLACIDA, GO NORTH ON COUNTY ROAD 775 (PLACIDA ROAD)
 AG7807'FOR 2.5 MI (4.0 KM) TO THE ENTRANCE OF DON PEDRO STATE PARK ON THE
 AG7807'LEFT.  TURN LEFT ON THE STATE PARK ROAD AND GO SOUTHWEST FOR 0.3 MI
 AG7807'(0.5 KM) TO THE INTERCOASTAL WATERWAY AND THE MARK ON THE RIGHT.
 AG7807
 AG7807                          STATION RECOVERY (2009)
 AG7807
 AG7807'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7807'RECOVERED IN GOOD CONDITION. FROM STATE PARK PARKING LOT GO SW 800 FT.
 AG7807'TO CLEARING WHERE HOUSE WAS REMOVED AND NEW DOCK ON WATERWAY. MARK IS
 AG7807'62 FT. NNW OF END OF DOCK ALONG WATERWAY, ENCASED IN A PLASTIC PIPE.
 AG7807
 AG7807                          STATION RECOVERY (2019)
 AG7807
 AG7807'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG7807'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7808 ***********************************************************************
 AG7808  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7808  DESIGNATION -  872 5685 E
 AG7808  PID         -  AG7808
 AG7808  STATE/COUNTY-  FL/CHARLOTTE
 AG7808  COUNTRY     -  US
 AG7808  USGS QUAD   -  PLACIDA (2018)
 AG7808
 AG7808                         *CURRENT SURVEY CONTROL
 AG7808  ______________________________________________________________________
 AG7808* NAD 83(1986) POSITION- 26 51 22.80   (N) 082 18 11.16   (W)   HD_HELD1
 AG7808* NAVD 88 ORTHO HEIGHT -     0.482 (meters)        1.58  (feet) ADJUSTED
 AG7808  ______________________________________________________________________
 AG7808  GEOID HEIGHT    -        -23.823 (meters)                     GEOID18
 AG7808  DYNAMIC HEIGHT  -          0.481 (meters)        1.58  (feet) COMP
 AG7808  MODELED GRAVITY -    979,110.9   (mgal)                       NAVD 88
 AG7808
 AG7808  VERT ORDER      -  FIRST     CLASS II
 AG7808
 AG7808.The horizontal coordinates were determined by differentially corrected
 AG7808.hand held GPS observations or other comparable positioning techniques
 AG7808.and have an estimated accuracy of +/- 3 meters.
 AG7808
 AG7808.The orthometric height was determined by differential leveling and
 AG7808.adjusted by the NATIONAL GEODETIC SURVEY
 AG7808.in June 1991.
 AG7808
 AG7808.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7808.GEOID18 height accuracy estimate available here.
 AG7808
 AG7808.This Tidal Bench Mark is designated as VM 7387
 AG7808.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7808
 AG7808.Click photographs - Photos may exist for this station.
 AG7808
 AG7808.The dynamic height is computed by dividing the NAVD 88
 AG7808.geopotential number by the normal gravity value computed on the
 AG7808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7808.degrees latitude (g = 980.6199 gals.).
 AG7808
 AG7808.The modeled gravity was interpolated from observed gravity values.
 AG7808
 AG7808;                    North         East    Units  Estimated Accuracy
 AG7808;SPC FL W     -   279,522.4     169,879.4     MT  (+/- 3 meters HH1 GPS) 
 AG7808
 AG7808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7054271188(NAD 83)
 AG7808
 AG7808                          SUPERSEDED SURVEY CONTROL
 AG7808
 AG7808.No superseded survey control is available for this station.
 AG7808
 AG7808_MARKER: DJ = TIDAL STATION DISK
 AG7808_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7808_STAMPING: 5685 E 1977
 AG7808_MARK LOGO: NOS
 AG7808_PROJECTION: PROJECTING 5 CENTIMETERS
 AG7808_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7808_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7808_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7808+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2019
 AG7808_ROD/PIPE-DEPTH: 7.32 meters
 AG7808
 AG7808  HISTORY     - Date     Condition        Report By
 AG7808  HISTORY     - 1977     MONUMENTED       NOS
 AG7808  HISTORY     - 1983     GOOD             FLDNR
 AG7808  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7808  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 AG7808  HISTORY     - 20061110 MARK NOT FOUND   USPSQD
 AG7808  HISTORY     - 20080805 GOOD             FLDEP
 AG7808  HISTORY     - 20090204 GOOD             GEOCAC
 AG7808  HISTORY     - 20190118 GOOD             INDIV
 AG7808
 AG7808                          STATION DESCRIPTION
 AG7808
 AG7808'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7808'2.6 MI NW FROM PLACIDA.
 AG7808'BEGIN AT THE JUNCTION OF BOCA GRANDE CAUSEWAY WITH STATE ROAD 775, GO
 AG7808'2.6 MILES NORTHWEST ON STATE ROAD 775 TO A DIM ROAD ON THE LEFT, GO
 AG7808'SOUTHWEST ON THE DIM ROAD TO ITS END AT AN ABANDONED HOUSE ON THE
 AG7808'INTRACOASTAL WATERWAY AND THE MARK.  THE MARK BEARS 8 FEET NORTHEAST
 AG7808'OF THE EDGE OF THE WATERWAY, 66 FEET WEST OF TIDAL BENCH MARK 5685 C
 AG7808'1977, 56 FEET NORTHWEST OF TIDAL BENCH MARK 5685 B 1977, 54 FEET
 AG7808'SOUTH-SOUTHEAST OF TIDAL BENCH MARK 5685 F 1977, AND 0.5 FOOT
 AG7808'NORTHEAST OF A WITNESS POST.
 AG7808
 AG7808                          STATION RECOVERY (1990)
 AG7808
 AG7808'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7808'MARK NOT FOUND.
 AG7808
 AG7808                          STATION RECOVERY (1997)
 AG7808
 AG7808'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7808'MARK NOT FOUND.
 AG7808
 AG7808                          STATION RECOVERY (2006)
 AG7808
 AG7808'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7808'NOT RECOVERED AREA COVERED WITH RUBBLE,OLD HOUSE TORN DOWN
 AG7808
 AG7808                          STATION RECOVERY (2008)
 AG7808
 AG7808'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7808'RECOVERED IN GOOD CONDITION.  A NEW  TO REACH AS FOLLOWS-- TO REACH
 AG7808'THE MARK FROM THE JUNCTION OF COUNTY ROAD 775 (PLACIDA ROAD) AND BOCA
 AG7808'GRANDE CAUSEWAY IN PLACIDA, GO NORTH ON COUNTY ROAD 775 (PLACIDA ROAD)
 AG7808'FOR 2.5 MI (4.0 KM) TO THE ENTRANCE OF DON PEDRO STATE PARK ON THE
 AG7808'LEFT.  TURN LEFT ON THE STATE PARK ROAD AND GO SOUTHWEST FOR 0.3 MI
 AG7808'(0.5 KM) TO THE INTERCOASTAL WATERWAY AND THE MARK ON THE RIGHT.
 AG7808
 AG7808                          STATION RECOVERY (2009)
 AG7808
 AG7808'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7808'RECOVERED IN GOOD CONDITION. FROM STATE PARK PARKING LOT GO SW 800 FT.
 AG7808'TO CLEARING WHERE HOUSE WAS REMOVED AND NEW DOCK ON WATERWAY. MARK IS
 AG7808'78 FT. NNW OF TIDAL BENCH MARK 5685 B, ENCASED IN A PLASTIC PIPE.
 AG7808
 AG7808                          STATION RECOVERY (2019)
 AG7808
 AG7808'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG7808'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3213 ***********************************************************************
 DM3213  TIDAL BM    -  This is a Tidal Bench Mark.
 DM3213  DESIGNATION -  872 5685 G
 DM3213  PID         -  DM3213
 DM3213  STATE/COUNTY-  FL/CHARLOTTE
 DM3213  COUNTRY     -  US
 DM3213  USGS QUAD   -  PLACIDA (2018)
 DM3213
 DM3213                         *CURRENT SURVEY CONTROL
 DM3213  ______________________________________________________________________
 DM3213* NAD 83(1986) POSITION- 26 51 21.08   (N) 082 18 09.54   (W)   HD_HELD1
 DM3213* NAVD 88 ORTHO HEIGHT -     0.299 (meters)        0.98  (feet) ADJUSTED
 DM3213  ______________________________________________________________________
 DM3213  GEOID HEIGHT    -        -23.823 (meters)                     GEOID18
 DM3213  DYNAMIC HEIGHT  -          0.299 (meters)        0.98  (feet) COMP
 DM3213  MODELED GRAVITY -    979,110.9   (mgal)                       NAVD 88
 DM3213
 DM3213  VERT ORDER      -  FIRST     CLASS II
 DM3213
 DM3213.The horizontal coordinates were determined by differentially corrected
 DM3213.hand held GPS observations or other comparable positioning techniques
 DM3213.and have an estimated accuracy of +/- 3 meters.
 DM3213
 DM3213.The orthometric height was determined by differential leveling and
 DM3213.adjusted by the NATIONAL GEODETIC SURVEY
 DM3213.in September 2010.
 DM3213
 DM3213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3213.GEOID18 height accuracy estimate available here.
 DM3213
 DM3213.This Tidal Bench Mark is designated as VM 19973
 DM3213.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM3213
 DM3213.Click photographs - Photos may exist for this station.
 DM3213
 DM3213.The dynamic height is computed by dividing the NAVD 88
 DM3213.geopotential number by the normal gravity value computed on the
 DM3213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3213.degrees latitude (g = 980.6199 gals.).
 DM3213
 DM3213.The modeled gravity was interpolated from observed gravity values.
 DM3213
 DM3213;                    North         East    Units  Estimated Accuracy
 DM3213;SPC FL W     -   279,469.3     169,924.0     MT  (+/- 3 meters HH1 GPS) 
 DM3213
 DM3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7058671134(NAD 83)
 DM3213
 DM3213                          SUPERSEDED SURVEY CONTROL
 DM3213
 DM3213.No superseded survey control is available for this station.
 DM3213
 DM3213_MARKER: F = FLANGE-ENCASED ROD
 DM3213_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM3213_STAMPING: 5685 G 2008
 DM3213_MARK LOGO: NGS
 DM3213_PROJECTION: FLUSH
 DM3213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3213+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2008
 DM3213_ROD/PIPE-DEPTH: 15.5 meters
 DM3213
 DM3213  HISTORY     - Date     Condition        Report By
 DM3213  HISTORY     - 20080805 MONUMENTED       FLDEP
 DM3213
 DM3213                          STATION DESCRIPTION
 DM3213
 DM3213'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM3213'THE MARK IS ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF ENGLEWOOD, 7.8
 DM3213'MI (12.6 KM) NORTH-NORTHWEST OF BOCA GRANDE, 2.8 MI (4.5 KM) NORTHWEST
 DM3213'OF PLACIDA, IN DON PEDRO LAND BASED STATE PARK, IN SECTION 3, TOWNSHIP
 DM3213'42 SOUTH, RANGE 20 EAST.
 DM3213'
 DM3213'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 775 (PLACIDA ROAD)
 DM3213'AND BOCA GRANDE CAUSEWAY IN PLACIDA, GO NORTH ON COUNTY ROAD 775
 DM3213'(PLACIDA ROAD) FOR 2.5 MI (4.0 KM) TO THE ENTRANCE OF DON PEDRO STATE
 DM3213'PARK ON THE LEFT.  TURN LEFT ON THE STATE PARK ROAD AND GO SOUTHWEST
 DM3213'FOR 0.3 MI (0.5 KM) TO THE INTERCOASTAL WATERWAY AND THE MARK ON THE
 DM3213'LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 51.0 FT
 DM3213'(15.5 M) WITH AN NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE
 DM3213'GROUND AND LEVEL WITH THE PARKING AREA, THE DATUM POINT IS RECESSED
 DM3213'0.3 FT (0.1 M) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO
 DM3213'CAP.
 DM3213'
 DM3213'LOCATED 84.3 FT (25.7 M) SOUTH OF A FISHING PIER, 71.8 FT (21.9 M)
 DM3213'SOUTH OF A WOODEN STATE PARK SIGN, 70.6 FT (21.5 M) SOUTHEAST OF THE
 DM3213'APPROXIMATE CENTERLINE OF THE DON PEDRO STATE PARK ENTRANCE ROAD AND
 DM3213'2.6 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST.
 DM3213'
 DM3213'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DM3213'CAP.
 DM3213'
 DM3213'NOTE ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) NATIONAL
 DM3213'GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3212 ***********************************************************************
 DM3212  TIDAL BM    -  This is a Tidal Bench Mark.
 DM3212  DESIGNATION -  872 5685 H
 DM3212  PID         -  DM3212
 DM3212  STATE/COUNTY-  FL/CHARLOTTE
 DM3212  COUNTRY     -  US
 DM3212  USGS QUAD   -  PLACIDA (2018)
 DM3212
 DM3212                         *CURRENT SURVEY CONTROL
 DM3212  ______________________________________________________________________
 DM3212* NAD 83(1986) POSITION- 26 51 26.5    (N) 082 18 02.3    (W)   HD_HELD2
 DM3212* NAVD 88 ORTHO HEIGHT -     1.148 (meters)        3.77  (feet) ADJUSTED
 DM3212  ______________________________________________________________________
 DM3212  GEOID HEIGHT    -        -23.822 (meters)                     GEOID18
 DM3212  DYNAMIC HEIGHT  -          1.146 (meters)        3.76  (feet) COMP
 DM3212  MODELED GRAVITY -    979,111.2   (mgal)                       NAVD 88
 DM3212
 DM3212  VERT ORDER      -  FIRST     CLASS II
 DM3212
 DM3212.The horizontal coordinates were established by autonomous hand held GPS
 DM3212.observations and have an estimated accuracy of +/- 10 meters.
 DM3212
 DM3212.The orthometric height was determined by differential leveling and
 DM3212.adjusted by the NATIONAL GEODETIC SURVEY
 DM3212.in September 2010.
 DM3212
 DM3212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3212.GEOID18 height accuracy estimate available here.
 DM3212
 DM3212.This Tidal Bench Mark is designated as VM 19974
 DM3212.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM3212
 DM3212.Click photographs - Photos may exist for this station.
 DM3212
 DM3212.The dynamic height is computed by dividing the NAVD 88
 DM3212.geopotential number by the normal gravity value computed on the
 DM3212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3212.degrees latitude (g = 980.6199 gals.).
 DM3212
 DM3212.The modeled gravity was interpolated from observed gravity values.
 DM3212
 DM3212;                    North         East    Units  Estimated Accuracy
 DM3212;SPC FL W     -   279,636.      170,124.      MT  (+/- 10 meters HH2 GPS)
 DM3212
 DM3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7078771299(NAD 83)
 DM3212
 DM3212                          SUPERSEDED SURVEY CONTROL
 DM3212
 DM3212.No superseded survey control is available for this station.
 DM3212
 DM3212_MARKER: DJ = TIDAL STATION DISK
 DM3212_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM3212+WITH SETTING: PAVEMENT
 DM3212_SP_SET: SLAB
 DM3212_STAMPING: 5685 H 2008
 DM3212_MARK LOGO: FLDEP
 DM3212_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3212+STABILITY: SURFACE MOTION
 DM3212_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3212+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2019
 DM3212
 DM3212  HISTORY     - Date     Condition        Report By
 DM3212  HISTORY     - 20080805 MONUMENTED       FLDEP
 DM3212  HISTORY     - 20090204 GOOD             GEOCAC
 DM3212  HISTORY     - 20190123 GOOD             INDIV
 DM3212
 DM3212                          STATION DESCRIPTION
 DM3212
 DM3212'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM3212'THE MARK IS ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHEAST OF ENGLEWOOD, 7.9
 DM3212'MI (12.7 KM) NORTH-NORTHWEST OF BOCA GRANDE, 2.8 MI (4.5 KM) NORTHWEST
 DM3212'OF PLACIDA, IN DON PEDRO LAND BASED STATE PARK, IN SECTION 3, TOWNSHIP
 DM3212'42 SOUTH, RANGE 20 EAST.
 DM3212'
 DM3212'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 775 (PLACIDA ROAD)
 DM3212'AND BOCA GRANDE CAUSEWAY IN PLACIDA, GO NORTH ON COUNTY ROAD 775
 DM3212'(PLACIDA ROAD) FOR 2.5 MI (4.0 KM) TO THE ENTRANCE OF DON PEDRO STATE
 DM3212'PARK ON THE LEFT.  TURN LEFT ON THE STATE PARK ROAD AND GO SOUTHWEST
 DM3212'FOR 0.2 MI (0.3 KM) TO A PICNIC SHELTER ON THE RIGHT AND THE MARK ON
 DM3212'THE RIGHT, SET IN THE SOUTHWEST CORNER OF THE SHELTERS CONCRETE SLAB
 DM3212'AND LEVEL WITH THE PARKING LOT.
 DM3212'
 DM3212'LOCATED 53.7 FT (16.4 M) WEST OF THE SOUTHWEST CORNER OF A RESTROOM
 DM3212'BUILDING, 51.7 FT (15.8 M) NORTH OF THE DON PEDRO STATE PARK ENTRANCE
 DM3212'ROAD, 8.2 FT (2.5 M) EAST OF A CARSONITE WITNESS POST, 1.3 FT (0.4 M)
 DM3212'SOUTHWEST OF THE SOUTHWEST COLUMN OF THE PICNIC SHELTER AND 0.9 FT
 DM3212'(0.3 M) NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE SLAB.
 DM3212
 DM3212                          STATION RECOVERY (2009)
 DM3212
 DM3212'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 DM3212'GOOD CONDITION.
 DM3212
 DM3212                          STATION RECOVERY (2019)
 DM3212
 DM3212'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DM3212'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7813 ***********************************************************************
 AG7813  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7813  DESIGNATION -  872 5691 A
 AG7813  PID         -  AG7813
 AG7813  STATE/COUNTY-  FL/CHARLOTTE
 AG7813  COUNTRY     -  US
 AG7813  USGS QUAD   -  PLACIDA (2018)
 AG7813
 AG7813                         *CURRENT SURVEY CONTROL
 AG7813  ______________________________________________________________________
 AG7813* NAD 83(1986) POSITION- 26 52 19.     (N) 082 18 48.     (W)   SCALED
 AG7813* NAVD 88 ORTHO HEIGHT -     1.190 (meters)        3.90  (feet) ADJUSTED
 AG7813  ______________________________________________________________________
 AG7813  GEOID HEIGHT    -        -23.822 (meters)                     GEOID18
 AG7813  DYNAMIC HEIGHT  -          1.188 (meters)        3.90  (feet) COMP
 AG7813  MODELED GRAVITY -    979,112.9   (mgal)                       NAVD 88
 AG7813
 AG7813  VERT ORDER      -  SECOND    CLASS I
 AG7813
 AG7813.The horizontal coordinates were scaled from a map and have
 AG7813.an estimated accuracy of +/- 6 seconds.
 AG7813
 AG7813.The orthometric height was determined by differential leveling and
 AG7813.adjusted by the NATIONAL GEODETIC SURVEY
 AG7813.in June 1991.
 AG7813
 AG7813.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7813.GEOID18 height accuracy estimate available here.
 AG7813
 AG7813.This Tidal Bench Mark is designated as VM 7389
 AG7813.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7813
 AG7813.Click photographs - Photos may exist for this station.
 AG7813
 AG7813.The dynamic height is computed by dividing the NAVD 88
 AG7813.geopotential number by the normal gravity value computed on the
 AG7813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7813.degrees latitude (g = 980.6199 gals.).
 AG7813
 AG7813.The modeled gravity was interpolated from observed gravity values.
 AG7813
 AG7813;                    North         East    Units  Estimated Accuracy
 AG7813;SPC FL W     -   281,250.      168,870.      MT  (+/- 180 meters Scaled)
 AG7813
 AG7813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK695729(NAD 83)
 AG7813
 AG7813                          SUPERSEDED SURVEY CONTROL
 AG7813
 AG7813.No superseded survey control is available for this station.
 AG7813
 AG7813_MARKER: DJ = TIDAL STATION DISK
 AG7813_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7813_STAMPING: 5691 A 1977
 AG7813_MARK LOGO: NOS
 AG7813_PROJECTION: FLUSH
 AG7813_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7813_ROD/PIPE-DEPTH: 12.2 meters
 AG7813
 AG7813  HISTORY     - Date     Condition        Report By
 AG7813  HISTORY     - 1977     MONUMENTED       NOS
 AG7813  HISTORY     - 1983     GOOD             FLDNR
 AG7813  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7813  HISTORY     - 19970514 MARK NOT FOUND   USPSQD
 AG7813  HISTORY     - 20061110 MARK NOT FOUND   USPSQD
 AG7813  HISTORY     - 20080805 MARK NOT FOUND   FLDEP
 AG7813
 AG7813                          STATION DESCRIPTION
 AG7813
 AG7813'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7813'5.65 MI SE FROM ENGLEWOOD.
 AG7813'BEGIN AT THE SOUTH JUNCTION OF STATE ROAD 775 WITH STATE ROAD 776, GO
 AG7813'5.55 MILES SOUTHERLY ON STATE ROAD 775 TO THE JUNCTION OF PANAMA
 AG7813'BOULEVARD, GO 0.1 MILE WEST ON PANAMA BOULEVARD TO ITS END AT AN OLD
 AG7813'BRIDGE (BRIDGE IS OUT) AND THE MARK VICINITY.  THE MARK BEARS 18.5
 AG7813'FEET NORTH OF THE CENTERLINE OF THE OLD BRIDGE ROAD, 50 FEET NORTH OF
 AG7813'A POWER POLE, 27.7 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AG7813'WOOD FRAME HOUSE, AND 87 FEET WEST OF TIDAL BENCH MARK 5691 B 1977.
 AG7813
 AG7813                          STATION RECOVERY (1990)
 AG7813
 AG7813'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7813'MARK NOT FOUND.
 AG7813
 AG7813                          STATION RECOVERY (1997)
 AG7813
 AG7813'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7813'MARK NOT FOUND.
 AG7813
 AG7813                          STATION RECOVERY (2006)
 AG7813
 AG7813'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7813'NOT RECOVERED , BURIED UNDER SODDED YARD
 AG7813
 AG7813                          STATION RECOVERY (2008)
 AG7813
 AG7813'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7813'NOT RECOVERED.  NOTE-THE AREA HAS BEEN COMPLETELY REGRADED AND A NEW
 AG7813'FERRY LANDING HAS BEEN CONSTRUCTED AT THE LOCATION OF THE MARK AS
 AG7813'DETERMINED BY THE REFERENCE DISTANCES IN THE ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7814 ***********************************************************************
 AG7814  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7814  DESIGNATION -  872 5691 B
 AG7814  PID         -  AG7814
 AG7814  STATE/COUNTY-  FL/CHARLOTTE
 AG7814  COUNTRY     -  US
 AG7814  USGS QUAD   -  PLACIDA (2018)
 AG7814
 AG7814                         *CURRENT SURVEY CONTROL
 AG7814  ______________________________________________________________________
 AG7814* NAD 83(1986) POSITION- 26 52 19.     (N) 082 18 49.     (W)   SCALED
 AG7814* NAVD 88 ORTHO HEIGHT -     1.377 (meters)        4.52  (feet) ADJUSTED
 AG7814  ______________________________________________________________________
 AG7814  GEOID HEIGHT    -        -23.822 (meters)                     GEOID18
 AG7814  DYNAMIC HEIGHT  -          1.375 (meters)        4.51  (feet) COMP
 AG7814  MODELED GRAVITY -    979,112.9   (mgal)                       NAVD 88
 AG7814
 AG7814  VERT ORDER      -  SECOND    CLASS I
 AG7814
 AG7814.The horizontal coordinates were scaled from a map and have
 AG7814.an estimated accuracy of +/- 6 seconds.
 AG7814
 AG7814.The orthometric height was determined by differential leveling and
 AG7814.adjusted by the NATIONAL GEODETIC SURVEY
 AG7814.in June 1991.
 AG7814
 AG7814.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7814.GEOID18 height accuracy estimate available here.
 AG7814
 AG7814.This Tidal Bench Mark is designated as VM 7390
 AG7814.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7814
 AG7814.Click photographs - Photos may exist for this station.
 AG7814
 AG7814.The dynamic height is computed by dividing the NAVD 88
 AG7814.geopotential number by the normal gravity value computed on the
 AG7814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7814.degrees latitude (g = 980.6199 gals.).
 AG7814
 AG7814.The modeled gravity was interpolated from observed gravity values.
 AG7814
 AG7814;                    North         East    Units  Estimated Accuracy
 AG7814;SPC FL W     -   281,260.      168,840.      MT  (+/- 180 meters Scaled)
 AG7814
 AG7814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK695729(NAD 83)
 AG7814
 AG7814                          SUPERSEDED SURVEY CONTROL
 AG7814
 AG7814.No superseded survey control is available for this station.
 AG7814
 AG7814_MARKER: DJ = TIDAL STATION DISK
 AG7814_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7814_STAMPING: 5691 B 1977
 AG7814_MARK LOGO: NOS
 AG7814_PROJECTION: FLUSH
 AG7814_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7814_ROD/PIPE-DEPTH: 9.75 meters
 AG7814
 AG7814  HISTORY     - Date     Condition        Report By
 AG7814  HISTORY     - 1977     MONUMENTED       NOS
 AG7814  HISTORY     - 1983     GOOD             FLDNR
 AG7814  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7814  HISTORY     - 19970514 MARK NOT FOUND   USPSQD
 AG7814  HISTORY     - 20061110 MARK NOT FOUND   USPSQD
 AG7814  HISTORY     - 20080805 MARK NOT FOUND   FLDEP
 AG7814
 AG7814                          STATION DESCRIPTION
 AG7814
 AG7814'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7814'5.65 MI SE FROM ENGLEWOOD.
 AG7814'BEGIN AT THE SOUTH JUNCTION OF STATE ROAD 775 WITH STATE ROAD 776, GO
 AG7814'5.55 MILES SOUTHERLY ON STATE ROAD 775 TO THE JUNCTION OF PANAMA
 AG7814'BOULEVARD, GO 0.1 MILE WEST ON PANAMA BOULEVARD TO ITS END AT AN OLD
 AG7814'BRIDGE (BRIDGE IS OUT) AND THE MARK VICINITY.  THE MARK BEARS 55 FEET
 AG7814'SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD FRAME HOUSE, 21 FEET EAST
 AG7814'OF THE WEST END OF THE MEDIAN OF PANAMA BOULEVARD, AND 87 FEET EAST OF
 AG7814'TIDAL BENCH MARK 5691 A 1977.
 AG7814
 AG7814                          STATION RECOVERY (1990)
 AG7814
 AG7814'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7814'MARK NOT FOUND.
 AG7814
 AG7814                          STATION RECOVERY (1997)
 AG7814
 AG7814'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7814'MARK NOT FOUND.
 AG7814
 AG7814                          STATION RECOVERY (2006)
 AG7814
 AG7814'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7814'NOT RECOVERED , BURIED UNDER SODDED YARD NEW LANDSCAPING.
 AG7814
 AG7814                          STATION RECOVERY (2008)
 AG7814
 AG7814'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7814'NOT RECOVERED.  NOTE--THE ROADWAY HAS BEEN WIDENED AND THE DISTANCE
 AG7814'FALLS IN THE PAVED AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7815 ***********************************************************************
 AG7815  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7815  DESIGNATION -  872 5691 C
 AG7815  PID         -  AG7815
 AG7815  STATE/COUNTY-  FL/CHARLOTTE
 AG7815  COUNTRY     -  US
 AG7815  USGS QUAD   -  PLACIDA (2018)
 AG7815
 AG7815                         *CURRENT SURVEY CONTROL
 AG7815  ______________________________________________________________________
 AG7815* NAD 83(1986) POSITION- 26 52 19.8    (N) 082 18 46.8    (W)   HD_HELD2
 AG7815* NAVD 88 ORTHO HEIGHT -     1.095 (meters)        3.59  (feet) ADJUSTED
 AG7815  ______________________________________________________________________
 AG7815  GEOID HEIGHT    -        -23.821 (meters)                     GEOID18
 AG7815  DYNAMIC HEIGHT  -          1.093 (meters)        3.59  (feet) COMP
 AG7815  MODELED GRAVITY -    979,112.9   (mgal)                       NAVD 88
 AG7815
 AG7815  VERT ORDER      -  FIRST     CLASS II
 AG7815
 AG7815.The horizontal coordinates were established by autonomous hand held GPS
 AG7815.observations and have an estimated accuracy of +/- 10 meters.
 AG7815
 AG7815.The orthometric height was determined by differential leveling and
 AG7815.adjusted by the NATIONAL GEODETIC SURVEY
 AG7815.in June 1991.
 AG7815
 AG7815.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7815.GEOID18 height accuracy estimate available here.
 AG7815
 AG7815.This Tidal Bench Mark is designated as VM 7391
 AG7815.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7815
 AG7815.Click photographs - Photos may exist for this station.
 AG7815
 AG7815.The dynamic height is computed by dividing the NAVD 88
 AG7815.geopotential number by the normal gravity value computed on the
 AG7815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7815.degrees latitude (g = 980.6199 gals.).
 AG7815
 AG7815.The modeled gravity was interpolated from observed gravity values.
 AG7815
 AG7815;                    North         East    Units  Estimated Accuracy
 AG7815;SPC FL W     -   281,279.      168,900.      MT  (+/- 10 meters HH2 GPS)
 AG7815
 AG7815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6957672952(NAD 83)
 AG7815
 AG7815                          SUPERSEDED SURVEY CONTROL
 AG7815
 AG7815.No superseded survey control is available for this station.
 AG7815
 AG7815_MARKER: DJ = TIDAL STATION DISK
 AG7815_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7815_STAMPING: 5691 C 1977
 AG7815_MARK LOGO: NOS
 AG7815_PROJECTION: FLUSH
 AG7815_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7815+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2019
 AG7815_ROD/PIPE-DEPTH: 9.75 meters
 AG7815
 AG7815  HISTORY     - Date     Condition        Report By
 AG7815  HISTORY     - 1977     MONUMENTED       NOS
 AG7815  HISTORY     - 1983     GOOD             FLDNR
 AG7815  HISTORY     - 1990     GOOD             USPSQD
 AG7815  HISTORY     - 19970514 GOOD             USPSQD
 AG7815  HISTORY     - 20061110 GOOD             USPSQD
 AG7815  HISTORY     - 20080804 GOOD             FLDEP
 AG7815  HISTORY     - 20170210 GOOD             FL-015
 AG7815  HISTORY     - 20190118 GOOD             INDIV
 AG7815
 AG7815                          STATION DESCRIPTION
 AG7815
 AG7815'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7815'5.65 MI SE FROM ENGLEWOOD.
 AG7815'BEGIN AT THE SOUTH JUNCTION OF STATE ROAD 775 WITH STATE ROAD 776, GO
 AG7815'5.55 MILES SOUTHERLY ON STATE ROAD 775 TO THE JUNCTION OF PANAMA
 AG7815'BOULEVARD, GO 0.1 MILE WEST ON PANAMA BOULEVARD TO ITS END AT AN OLD
 AG7815'BRIDGE (BRIDGE IS OUT) AND THE MARK VICINITY.  THE MARK BEARS 12.5
 AG7815'FEET SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF PANAMA
 AG7815'BOULEVARD, 30 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A SMALL
 AG7815'WOOD FRAME HOUSE (LAST HOUSE ON SOUTH SIDE OF THE ROAD), 5 FEET
 AG7815'SOUTHEAST OF A MAIL BOX, ABOUT 110 FEET EAST-SOUTHEAST OF THE WEST END
 AG7815'OF THE ROAD MEDIAN, AND 0.5 FOOT NORTH OF A WITNESS POST.
 AG7815
 AG7815                          STATION RECOVERY (1990)
 AG7815
 AG7815'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7815'RECOVERED IN GOOD CONDITION.
 AG7815
 AG7815                          STATION RECOVERY (1997)
 AG7815
 AG7815'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7815'RECOVERED IN GOOD CONDITION.
 AG7815
 AG7815                          STATION RECOVERY (2006)
 AG7815
 AG7815'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7815'RECOVERED IN GOOD CONDITION.
 AG7815
 AG7815                          STATION RECOVERY (2008)
 AG7815
 AG7815'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7815'RECOVERED IN GOOD CONDITION.  A NEW TO REACH AS FOLLOWS-- TO REACH THE
 AG7815'MARK FROM THE JUNCTION OF COUNTY ROAD 775 (PLACIDA ROAD) AND BOCA
 AG7815'GRANDE CAUSEWAY IN PLACIDA, GO NORTH ON COUNTY ROAD 775 (PLACIDA ROAD)
 AG7815'FOR 3.65 MI (5.9 KM) TO THE JUNCTION OF PANAMA BOULEVARD ON THE LEFT.
 AG7815'TURN LEFT ON PANAMA BOULEVARD AND GO WEST FOR 0.2 MI (0.3 KM) TO THE
 AG7815'MARK ON THE LEFT.
 AG7815
 AG7815                          STATION RECOVERY (2017)
 AG7815
 AG7815'RECOVERY NOTE BY CHARLOTTE COUNTY FLORIDA 2017 (SF)
 AG7815'RECOVERED AS DESCRIBED.
 AG7815
 AG7815                          STATION RECOVERY (2019)
 AG7815
 AG7815'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG7815'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7816 ***********************************************************************
 AG7816  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7816  DESIGNATION -  872 5691 E
 AG7816  PID         -  AG7816
 AG7816  STATE/COUNTY-  FL/CHARLOTTE
 AG7816  COUNTRY     -  US
 AG7816  USGS QUAD   -  PLACIDA (2018)
 AG7816
 AG7816                         *CURRENT SURVEY CONTROL
 AG7816  ______________________________________________________________________
 AG7816* NAD 83(1986) POSITION- 26 52 20.1    (N) 082 18 45.4    (W)   HD_HELD2
 AG7816* NAVD 88 ORTHO HEIGHT -     1.456 (meters)        4.78  (feet) ADJUSTED
 AG7816  ______________________________________________________________________
 AG7816  GEOID HEIGHT    -        -23.821 (meters)                     GEOID18
 AG7816  DYNAMIC HEIGHT  -          1.454 (meters)        4.77  (feet) COMP
 AG7816  MODELED GRAVITY -    979,112.9   (mgal)                       NAVD 88
 AG7816
 AG7816  VERT ORDER      -  FIRST     CLASS II
 AG7816
 AG7816.The horizontal coordinates were established by autonomous hand held GPS
 AG7816.observations and have an estimated accuracy of +/- 10 meters.
 AG7816
 AG7816.The orthometric height was determined by differential leveling and
 AG7816.adjusted by the NATIONAL GEODETIC SURVEY
 AG7816.in September 2010.
 AG7816
 AG7816.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7816.GEOID18 height accuracy estimate available here.
 AG7816
 AG7816.This Tidal Bench Mark is designated as VM 7392
 AG7816.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7816
 AG7816.Click photographs - Photos may exist for this station.
 AG7816
 AG7816.The dynamic height is computed by dividing the NAVD 88
 AG7816.geopotential number by the normal gravity value computed on the
 AG7816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7816.degrees latitude (g = 980.6199 gals.).
 AG7816
 AG7816.The modeled gravity was interpolated from observed gravity values.
 AG7816
 AG7816;                    North         East    Units  Estimated Accuracy
 AG7816;SPC FL W     -   281,288.      168,939.      MT  (+/- 10 meters HH2 GPS)
 AG7816
 AG7816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6961572961(NAD 83)
 AG7816
 AG7816                          SUPERSEDED SURVEY CONTROL
 AG7816
 AG7816  NAVD 88 (06/15/91)    1.456  (m)            4.78   (f) SUPERSEDED  2 1
 AG7816
 AG7816.Superseded values are not recommended for survey control.
 AG7816
 AG7816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7816.See file dsdata.pdf to determine how the superseded data were derived.
 AG7816
 AG7816_MARKER: DJ = TIDAL STATION DISK
 AG7816_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7816_STAMPING: 5691 E 1977
 AG7816_MARK LOGO: NOS
 AG7816_PROJECTION: FLUSH
 AG7816_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7816+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2019
 AG7816_ROD/PIPE-DEPTH: 9.75 meters
 AG7816
 AG7816  HISTORY     - Date     Condition        Report By
 AG7816  HISTORY     - 1977     MONUMENTED       NOS
 AG7816  HISTORY     - 1983     GOOD             FLDNR
 AG7816  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7816  HISTORY     - 19970514 MARK NOT FOUND   USPSQD
 AG7816  HISTORY     - 20061110 GOOD             USPSQD
 AG7816  HISTORY     - 20061129 GOOD             USPSQD
 AG7816  HISTORY     - 20080805 GOOD             FLDEP
 AG7816  HISTORY     - 20170210 GOOD             FL-015
 AG7816  HISTORY     - 20190118 GOOD             INDIV
 AG7816
 AG7816                          STATION DESCRIPTION
 AG7816
 AG7816'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7816'5.65 MI SE FROM ENGLEWOOD.
 AG7816'BEGIN AT THE SOUTH JUNCTION OF STATE ROAD 775 WITH STATE ROAD 776, GO
 AG7816'5.55 MILES SOUTHERLY ON STATE ROAD 775 TO THE JUNCTION OF PANAMA
 AG7816'BOULEVARD, GO 0.1 MILE WEST ON PANAMA BOULEVARD TO ITS END AT AN OLD
 AG7816'BRIDGE (BRIDGE IS OUT) AND THE MARK VICINITY.  THE MARK BEARS 21 FEET
 AG7816'NORTH OF THE CENTERLINE OF THE EASTBOUND LANE, 22 FEET SOUTH OF THE
 AG7816'CENTERLINE OF THE WESTBOUND LANE, ABOUT 240 FEET EAST OF THE WEST END
 AG7816'OF PANAMA BOULEVARD, AND 0.5 FOOT SOUTH OF A WITNESS POST.
 AG7816
 AG7816                          STATION RECOVERY (1990)
 AG7816
 AG7816'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7816'MARK NOT FOUND.
 AG7816
 AG7816                          STATION RECOVERY (1997)
 AG7816
 AG7816'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7816'MARK NOT FOUND.
 AG7816
 AG7816                          STATION RECOVERY (2006)
 AG7816
 AG7816'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7816'RECOVERED AS DISCRIBED.
 AG7816
 AG7816                          STATION RECOVERY (2006)
 AG7816
 AG7816'RECOVERY NOTE BY US POWER SQUADRON 2006 (KEM)
 AG7816'THIS MARKER WAS REPORTED NOT FOUND ON LAST REPORT, SINCE WE HAVE
 AG7816'REPAIRED THE METAL DETECTOR, WENT BACK AND RECOVERED MARKER.
 AG7816
 AG7816                          STATION RECOVERY (2008)
 AG7816
 AG7816'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7816'RECOVERED IN GOOD CONDITION.  A NEW TO REACH AS FOLLOWS-- TO REACH THE
 AG7816'MARK FROM THE JUNCTION OF COUNTY ROAD 775 (PLACIDA ROAD) AND BOCA
 AG7816'GRANDE CAUSEWAY IN PLACIDA, GO NORTH ON COUNTY ROAD 775 (PLACIDA ROAD)
 AG7816'FOR 3.65 MI (5.9 KM) TO THE JUNCTION OF PANAMA BOULEVARD ON THE LEFT.
 AG7816'TURN LEFT ON PANAMA BOULEVARD AND GO WEST FOR 0.2 MI (0.3 KM) TO THE
 AG7816'MARK ON THE LEFT, IN THE CENTER MEDIAN.
 AG7816
 AG7816                          STATION RECOVERY (2017)
 AG7816
 AG7816'RECOVERY NOTE BY CHARLOTTE COUNTY FLORIDA 2017 (SF)
 AG7816'RECOVERED AS DESCRIBED.
 AG7816
 AG7816                          STATION RECOVERY (2019)
 AG7816
 AG7816'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG7816'THE MARK IS 1.0 FT (0.3 M) WEST OF A CONCRETE POWER POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7817 ***********************************************************************
 AG7817  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7817  DESIGNATION -  872 5691 F
 AG7817  PID         -  AG7817
 AG7817  STATE/COUNTY-  FL/CHARLOTTE
 AG7817  COUNTRY     -  US
 AG7817  USGS QUAD   -  PLACIDA (2018)
 AG7817
 AG7817                         *CURRENT SURVEY CONTROL
 AG7817  ______________________________________________________________________
 AG7817* NAD 83(1986) POSITION- 26 52 19.7    (N) 082 18 44.3    (W)   HD_HELD2
 AG7817* NAVD 88 ORTHO HEIGHT -     1.195 (meters)        3.92  (feet) ADJUSTED
 AG7817  ______________________________________________________________________
 AG7817  GEOID HEIGHT    -        -23.821 (meters)                     GEOID18
 AG7817  DYNAMIC HEIGHT  -          1.193 (meters)        3.91  (feet) COMP
 AG7817  MODELED GRAVITY -    979,112.9   (mgal)                       NAVD 88
 AG7817
 AG7817  VERT ORDER      -  FIRST     CLASS II
 AG7817
 AG7817.The horizontal coordinates were established by autonomous hand held GPS
 AG7817.observations and have an estimated accuracy of +/- 10 meters.
 AG7817
 AG7817.The orthometric height was determined by differential leveling and
 AG7817.adjusted by the NATIONAL GEODETIC SURVEY
 AG7817.in September 2010.
 AG7817
 AG7817.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7817.GEOID18 height accuracy estimate available here.
 AG7817
 AG7817.This Tidal Bench Mark is designated as VM 7393
 AG7817.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7817
 AG7817.Click photographs - Photos may exist for this station.
 AG7817
 AG7817.The dynamic height is computed by dividing the NAVD 88
 AG7817.geopotential number by the normal gravity value computed on the
 AG7817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7817.degrees latitude (g = 980.6199 gals.).
 AG7817
 AG7817.The modeled gravity was interpolated from observed gravity values.
 AG7817
 AG7817;                    North         East    Units  Estimated Accuracy
 AG7817;SPC FL W     -   281,276.      168,969.      MT  (+/- 10 meters HH2 GPS)
 AG7817
 AG7817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6964572948(NAD 83)
 AG7817
 AG7817                          SUPERSEDED SURVEY CONTROL
 AG7817
 AG7817  NAVD 88 (06/15/91)    1.207  (m)            3.96   (f) SUPERSEDED  2 1
 AG7817
 AG7817.Superseded values are not recommended for survey control.
 AG7817
 AG7817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7817.See file dsdata.pdf to determine how the superseded data were derived.
 AG7817
 AG7817_MARKER: DJ = TIDAL STATION DISK
 AG7817_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7817_STAMPING: 5691 F 1977
 AG7817_MARK LOGO: NOS
 AG7817_PROJECTION: FLUSH
 AG7817_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7817+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2019
 AG7817_ROD/PIPE-DEPTH: 9.75 meters
 AG7817
 AG7817  HISTORY     - Date     Condition        Report By
 AG7817  HISTORY     - 1977     MONUMENTED       NOS
 AG7817  HISTORY     - 1983     GOOD             FLDNR
 AG7817  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7817  HISTORY     - 19970514 MARK NOT FOUND   USPSQD
 AG7817  HISTORY     - 20061110 MARK NOT FOUND   USPSQD
 AG7817  HISTORY     - 20061129 GOOD             USPSQD
 AG7817  HISTORY     - 20080805 GOOD             FLDEP
 AG7817  HISTORY     - 20170210 GOOD             FL-015
 AG7817  HISTORY     - 20190118 GOOD             INDIV
 AG7817
 AG7817                          STATION DESCRIPTION
 AG7817
 AG7817'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7817'5.65 MI SE FROM ENGLEWOOD.
 AG7817'BEGIN AT THE SOUTH JUNCTION OF STATE ROAD 775 WITH STATE ROAD 776, GO
 AG7817'5.55 MILES SOUTHERLY ON STATE ROAD 775 TO THE JUNCTION OF PANAMA
 AG7817'BOULEVARD, GO 0.1 MILE WEST ON PANAMA BOULEVARD TO ITS END AT AN OLD
 AG7817'BRIDGE (BRIDGE IS OUT) AND THE MARK VICINITY.  THE MARK BEARS 12 FEET
 AG7817'SOUTH OF THE CENTERLINE OF THE EASTBOUND LANE OF PANAMA BOULEVARD, 350
 AG7817'FEET EAST OF THE WEST END OF PANAMA BOULEVARD, AND 0.5 FOOT NORTH OF A
 AG7817'WITNESS POST.
 AG7817
 AG7817                          STATION RECOVERY (1990)
 AG7817
 AG7817'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7817'MARK NOT FOUND.
 AG7817
 AG7817                          STATION RECOVERY (1997)
 AG7817
 AG7817'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7817'MARK NOT FOUND.
 AG7817
 AG7817                          STATION RECOVERY (2006)
 AG7817
 AG7817'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7817'NOT RECOVERED NEW LAWN,REGRADED, WITNESS POST MISSING
 AG7817
 AG7817                          STATION RECOVERY (2006)
 AG7817
 AG7817'RECOVERY NOTE BY US POWER SQUADRON 2006 (KEM)
 AG7817'THIS MARKER WAS REPORTED NOT FOUND ON LAST REPORT, SINCE WE HAVE
 AG7817'REPAIRED THE METAL DETECTOR, WENT BACK AND RECOVERED MARKER.
 AG7817
 AG7817                          STATION RECOVERY (2008)
 AG7817
 AG7817'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7817'RECOVERED IN GOOD CONDITION.  A NEW TO REACH AS FOLLOWS-- TO REACH THE
 AG7817'MARK FROM THE JUNCTION OF COUNTY ROAD 775 (PLACIDA ROAD) AND BOCA
 AG7817'GRANDE CAUSEWAY IN PLACIDA, GO NORTH ON COUNTY ROAD 775 (PLACIDA ROAD)
 AG7817'FOR 3.65 MI (5.9 KM) TO THE JUNCTION OF PANAMA BOULEVARD ON THE LEFT.
 AG7817'TURN LEFT ON PANAMA BOULEVARD AND GO WEST FOR 0.2 MI (0.3 KM) TO THE
 AG7817'MARK ON THE LEFT.
 AG7817
 AG7817                          STATION RECOVERY (2017)
 AG7817
 AG7817'RECOVERY NOTE BY CHARLOTTE COUNTY FLORIDA 2017 (SF)
 AG7817'RECOVERED AS DESCRIBED.
 AG7817
 AG7817                          STATION RECOVERY (2019)
 AG7817
 AG7817'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG7817'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3214 ***********************************************************************
 DM3214  TIDAL BM    -  This is a Tidal Bench Mark.
 DM3214  DESIGNATION -  872 5691 G
 DM3214  PID         -  DM3214
 DM3214  STATE/COUNTY-  FL/CHARLOTTE
 DM3214  COUNTRY     -  US
 DM3214  USGS QUAD   -  PLACIDA (2018)
 DM3214
 DM3214                         *CURRENT SURVEY CONTROL
 DM3214  ______________________________________________________________________
 DM3214* NAD 83(1986) POSITION- 26 52 19.2    (N) 082 18 45.9    (W)   HD_HELD2
 DM3214* NAVD 88 ORTHO HEIGHT -     0.943 (meters)        3.09  (feet) ADJUSTED
 DM3214  ______________________________________________________________________
 DM3214  GEOID HEIGHT    -        -23.821 (meters)                     GEOID18
 DM3214  DYNAMIC HEIGHT  -          0.942 (meters)        3.09  (feet) COMP
 DM3214  MODELED GRAVITY -    979,112.9   (mgal)                       NAVD 88
 DM3214
 DM3214  VERT ORDER      -  SECOND    CLASS I
 DM3214
 DM3214.The horizontal coordinates were established by autonomous hand held GPS
 DM3214.observations and have an estimated accuracy of +/- 10 meters.
 DM3214
 DM3214.The orthometric height was determined by differential leveling and
 DM3214.adjusted by the NATIONAL GEODETIC SURVEY
 DM3214.in April 2018.
 DM3214
 DM3214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3214.GEOID18 height accuracy estimate available here.
 DM3214
 DM3214.This Tidal Bench Mark is designated as VM 19977
 DM3214.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM3214
 DM3214.Click photographs - Photos may exist for this station.
 DM3214
 DM3214.The dynamic height is computed by dividing the NAVD 88
 DM3214.geopotential number by the normal gravity value computed on the
 DM3214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3214.degrees latitude (g = 980.6199 gals.).
 DM3214
 DM3214.The modeled gravity was interpolated from observed gravity values.
 DM3214
 DM3214;                    North         East    Units  Estimated Accuracy
 DM3214;SPC FL W     -   281,260.      168,925.      MT  (+/- 10 meters HH2 GPS)
 DM3214
 DM3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6960172933(NAD 83)
 DM3214
 DM3214                          SUPERSEDED SURVEY CONTROL
 DM3214
 DM3214  NAVD 88 (09/16/10)    0.944  (m)            3.10   (f) SUPERSEDED  1 2
 DM3214
 DM3214.Superseded values are not recommended for survey control.
 DM3214
 DM3214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3214.See file dsdata.pdf to determine how the superseded data were derived.
 DM3214
 DM3214_MARKER: DJ = TIDAL STATION DISK
 DM3214_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM3214_SP_SET: DRAIN BASIN
 DM3214_STAMPING: 5691 G 2008
 DM3214_MARK LOGO: FLDEP
 DM3214_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3214_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3214+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2019
 DM3214
 DM3214  HISTORY     - Date     Condition        Report By
 DM3214  HISTORY     - 20080805 MONUMENTED       FLDEP
 DM3214  HISTORY     - 20170210 GOOD             FL-015
 DM3214  HISTORY     - 20190118 GOOD             INDIV
 DM3214
 DM3214                          STATION DESCRIPTION
 DM3214
 DM3214'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM3214'THE MARK IS ABOUT 8.9 MI (14.3 KM) SOUTHWEST OF EL JOBEAN, 6.6 MI
 DM3214'(10.6 KM) SOUTH-SOUTHEAST OF ENGLEWOOD, 4.0 MI (6.4 KM) NORTHWEST OF
 DM3214'PLACIDA, IN SECTION 28, TOWNSHIP 41 SOUTH, RANGE 20 EAST.
 DM3214'
 DM3214'TO REACH THE MARK FROM THE JUNCTION OF COUNTY ROAD 775 (PLACIDA ROAD)
 DM3214'AND BOCA GRANDE CAUSEWAY IN PLACIDA, GO NORTH ON COUNTY ROAD 775
 DM3214'(PLACIDA ROAD) FOR 3.65 MI (5.9 KM) TO THE JUNCTION OF PANAMA
 DM3214'BOULEVARD ON THE LEFT.  TURN LEFT ON PANAMA BOULEVARD AND GO WEST FOR
 DM3214'0.2 MI (0.3 KM) TO THE MARK ON THE LEFT, SET IN THE TOP OF A SQUARE
 DM3214'CONCRETE DRAIN BASIN ABOUT 1.0 FT (0.3 M) BELOW THE LEVEL OF PANAMA
 DM3214'BOULEVARD EASTBOUND LANES.
 DM3214'
 DM3214'LOCATED 121.4 FT (37.0 M) WEST OF THE APPROXIMATE CENTERLINE OF A
 DM3214'CONCRETE DRIVEWAY, 93.5 FT (28.5 M) SOUTHWEST OF A POWER POLE WITH
 DM3214'TRANSFORMER ATTACHED, 47.9 FT (14.6 M) EAST-SOUTHEAST OF STATION 872
 DM3214'5691 C, 28.4 FT (8.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF PANAMA
 DM3214'BOULEVARD EASTBOUND AND 19.0 FT (5.8 M) NORTH-NORTHEAST OF THE
 DM3214'NORTHEAST CORNER OF A WOODEN FRAMED HOUSE AT 2001 PANAMA BOULEVARD.
 DM3214
 DM3214                          STATION RECOVERY (2017)
 DM3214
 DM3214'RECOVERY NOTE BY CHARLOTTE COUNTY FLORIDA 2017 (SF)
 DM3214'RECOVERED AS DESCRIBED.
 DM3214
 DM3214                          STATION RECOVERY (2019)
 DM3214
 DM3214'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DM3214'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3215 ***********************************************************************
 DM3215  TIDAL BM    -  This is a Tidal Bench Mark.
 DM3215  DESIGNATION -  872 5744 A
 DM3215  PID         -  DM3215
 DM3215  STATE/COUNTY-  FL/CHARLOTTE
 DM3215  COUNTRY     -  US
 DM3215  USGS QUAD   -  PUNTA GORDA (2018)
 DM3215
 DM3215                         *CURRENT SURVEY CONTROL
 DM3215  ______________________________________________________________________
 DM3215* NAD 83(1986) POSITION- 26 55 52.4    (N) 082 03 34.4    (W)   HD_HELD2
 DM3215* NAVD 88 ORTHO HEIGHT -     1.334 (meters)        4.38  (feet) ADJUSTED
 DM3215  ______________________________________________________________________
 DM3215  GEOID HEIGHT    -        -24.008 (meters)                     GEOID18
 DM3215  DYNAMIC HEIGHT  -          1.332 (meters)        4.37  (feet) COMP
 DM3215  MODELED GRAVITY -    979,113.9   (mgal)                       NAVD 88
 DM3215
 DM3215  VERT ORDER      -  FIRST     CLASS II
 DM3215
 DM3215.The horizontal coordinates were established by autonomous hand held GPS
 DM3215.observations and have an estimated accuracy of +/- 10 meters.
 DM3215
 DM3215.The orthometric height was determined by differential leveling and
 DM3215.adjusted by the NATIONAL GEODETIC SURVEY
 DM3215.in September 2010.
 DM3215
 DM3215.No vertical observational check was made to the station.
 DM3215
 DM3215.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3215.GEOID18 height accuracy estimate available here.
 DM3215
 DM3215.This Tidal Bench Mark is designated as VM 19980
 DM3215.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM3215
 DM3215.Click photographs - Photos may exist for this station.
 DM3215
 DM3215.The dynamic height is computed by dividing the NAVD 88
 DM3215.geopotential number by the normal gravity value computed on the
 DM3215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3215.degrees latitude (g = 980.6199 gals.).
 DM3215
 DM3215.The modeled gravity was interpolated from observed gravity values.
 DM3215
 DM3215;                    North         East    Units  Estimated Accuracy
 DM3215;SPC FL W     -   287,785.      194,086.      MT  (+/- 10 meters HH2 GPS)
 DM3215
 DM3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9480879258(NAD 83)
 DM3215
 DM3215                          SUPERSEDED SURVEY CONTROL
 DM3215
 DM3215.No superseded survey control is available for this station.
 DM3215
 DM3215_MARKER: DD = SURVEY DISK
 DM3215_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM3215_SP_SET: SEAWALL
 DM3215_STAMPING: 5744 A 2008
 DM3215_MARK LOGO: FLDEP
 DM3215_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3215+STABILITY: SURFACE MOTION
 DM3215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3215+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2025
 DM3215
 DM3215  HISTORY     - Date     Condition        Report By
 DM3215  HISTORY     - 20080805 MONUMENTED       FLDEP
 DM3215  HISTORY     - 20170314 GOOD             FLDEP
 DM3215  HISTORY     - 20190114 GOOD             INDIV
 DM3215  HISTORY     - 20250605 GOOD             FL-015
 DM3215
 DM3215                          STATION DESCRIPTION
 DM3215
 DM3215'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM3215'THE MARK IS ABOUT 0.9 MI (1.4 KM) WEST OF PUNTA GORDA, IN SECTION 12,
 DM3215'TOWNSHIP 41 SOUTH, RANGE 22 EAST.
 DM3215'
 DM3215'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTHBOUND
 DM3215'(EAST MARION AVENUE) AND U.S. HIGHWAY 41 NORTHBOUND IN PUNTA GORDA, GO
 DM3215'SOUTHWEST ON WEST MARION AVENUE FOR 0.65 MI (1.0 KM) TO THE
 DM3215'INTERSECTION OF BERRY STREET.  TURN RIGHT ON BERRY STREET AND GO
 DM3215'NORTHWEST FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF WEST RETTA
 DM3215'ESPLANADE, THE PUNTA GORDA BOAT CLUB AND THE MARK SET IN A SEAWALL ON
 DM3215'THE LEFT.
 DM3215'
 DM3215'LOCATED 85.0 FT (25.9 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DM3215'THE DRIVEWAY TO THE PUNTA GORDA BOAT CLUB (BERRY STREET EXTENSION),
 DM3215'51.0 FT (15.5 M) NORTHEAST OF THE NORTHWEST CORNER OF A SEAWALL, 34.5
 DM3215'FT (10.5 M) SOUTHWEST OF THE NORTHEAST CORNER OF A CONCRETE SEAWALL
 DM3215'AND 31.0 FT (9.4 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE
 DM3215'PUNTA GORDA BOAT CLUB PARKING LOT.
 DM3215
 DM3215                          STATION RECOVERY (2017)
 DM3215
 DM3215'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (MTE)
 DM3215'RECOVERED AS DESCRIBED.
 DM3215
 DM3215                          STATION RECOVERY (2019)
 DM3215
 DM3215'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DM3215'RECOVERED IN GOOD CONDITION.
 DM3215
 DM3215                          STATION RECOVERY (2025)
 DM3215
 DM3215'RECOVERY NOTE BY CHARLOTTE COUNTY FLORIDA 2025 (CH)
 DM3215'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3216 ***********************************************************************
 DM3216  TIDAL BM    -  This is a Tidal Bench Mark.
 DM3216  DESIGNATION -  872 5744 B
 DM3216  PID         -  DM3216
 DM3216  STATE/COUNTY-  FL/CHARLOTTE
 DM3216  COUNTRY     -  US
 DM3216  USGS QUAD   -  PUNTA GORDA (2018)
 DM3216
 DM3216                         *CURRENT SURVEY CONTROL
 DM3216  ______________________________________________________________________
 DM3216* NAD 83(1986) POSITION- 26 55 50.73   (N) 082 03 33.88   (W)   HD_HELD1
 DM3216* NAVD 88 ORTHO HEIGHT -     1.436 (meters)        4.71  (feet) ADJUSTED
 DM3216  ______________________________________________________________________
 DM3216  GEOID HEIGHT    -        -24.007 (meters)                     GEOID18
 DM3216  DYNAMIC HEIGHT  -          1.434 (meters)        4.70  (feet) COMP
 DM3216  MODELED GRAVITY -    979,113.8   (mgal)                       NAVD 88
 DM3216
 DM3216  VERT ORDER      -  SECOND    CLASS I
 DM3216
 DM3216.The horizontal coordinates were determined by differentially corrected
 DM3216.hand held GPS observations or other comparable positioning techniques
 DM3216.and have an estimated accuracy of +/- 3 meters.
 DM3216
 DM3216.The orthometric height was determined by differential leveling and
 DM3216.adjusted by the NATIONAL GEODETIC SURVEY
 DM3216.in October 2017.
 DM3216
 DM3216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3216.GEOID18 height accuracy estimate available here.
 DM3216
 DM3216.This Tidal Bench Mark is designated as VM 19981
 DM3216.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM3216
 DM3216.Click photographs - Photos may exist for this station.
 DM3216
 DM3216.The dynamic height is computed by dividing the NAVD 88
 DM3216.geopotential number by the normal gravity value computed on the
 DM3216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3216.degrees latitude (g = 980.6199 gals.).
 DM3216
 DM3216.The modeled gravity was interpolated from observed gravity values.
 DM3216
 DM3216;                    North         East    Units  Estimated Accuracy
 DM3216;SPC FL W     -   287,733.7     194,099.9     MT  (+/- 3 meters HH1 GPS) 
 DM3216
 DM3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK9482279206(NAD 83)
 DM3216
 DM3216                          SUPERSEDED SURVEY CONTROL
 DM3216
 DM3216  NAVD 88 (09/16/10)    1.431  (m)            4.69   (f) SUPERSEDED  1 2
 DM3216
 DM3216.Superseded values are not recommended for survey control.
 DM3216
 DM3216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM3216.See file dsdata.pdf to determine how the superseded data were derived.
 DM3216
 DM3216_MARKER: DD = SURVEY DISK
 DM3216_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM3216_SP_SET: SEAWALL
 DM3216_STAMPING: 5744 B 2008
 DM3216_MARK LOGO: FLDEP
 DM3216_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3216+STABILITY: SURFACE MOTION
 DM3216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3216+SATELLITE: SATELLITE OBSERVATIONS - June 05, 2025
 DM3216
 DM3216  HISTORY     - Date     Condition        Report By
 DM3216  HISTORY     - 20080805 MONUMENTED       FLDEP
 DM3216  HISTORY     - 20170314 GOOD             FLDEP
 DM3216  HISTORY     - 20190114 GOOD             INDIV
 DM3216  HISTORY     - 20250605 GOOD             FL-015
 DM3216
 DM3216                          STATION DESCRIPTION
 DM3216
 DM3216'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM3216'THE MARK IS ABOUT 0.9 MI (1.4 KM) WEST OF PUNTA GORDA, IN SECTION 12,
 DM3216'TOWNSHIP 41 SOUTH, RANGE 22 EAST.
 DM3216'
 DM3216'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 SOUTHBOUND
 DM3216'(EAST MARION AVENUE) AND U.S. HIGHWAY 41 NORTHBOUND IN PUNTA GORDA, GO
 DM3216'SOUTHWEST ON WEST MARION AVENUE FOR 0.65 MI (1.0 KM) TO THE
 DM3216'INTERSECTION OF BERRY STREET.  TURN RIGHT ON BERRY STREET AND GO
 DM3216'NORTHWEST FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF WEST RETTA
 DM3216'ESPLANADE, THE PUNTA GORDA BOAT CLUB AND THE MARK SET IN A SEAWALL ON
 DM3216'THE LEFT.
 DM3216'
 DM3216'LOCATED 176.0 FT (53.6 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DM3216'THE DRIVEWAY TO THE PUNTA GORDA BOAT CLUB (BERRY STREET EXTENSION),
 DM3216'110.0 FT (33.5 M) SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE
 DM3216'SEAWALL, 102.3 FT (31.2 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DM3216'WEST RETTA ESPLANADE, 70.3 FT (21.4 M) NORTHWEST OF THE NORTHWEST EDGE
 DM3216'OF A CONCRETE SIDEWALK AND 32.8 FT (10.0 M) NORTHEAST OF THE SOUTHWEST
 DM3216'CORNER OF A SEAWALL.
 DM3216
 DM3216                          STATION RECOVERY (2017)
 DM3216
 DM3216'RECOVERY NOTE BY FL DEPT OF ENV PRO 2017 (MTE)
 DM3216'RECOVERED AS DESCRIBED.
 DM3216
 DM3216                          STATION RECOVERY (2019)
 DM3216
 DM3216'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DM3216'RECOVERED IN GOOD CONDITION.
 DM3216
 DM3216                          STATION RECOVERY (2025)
 DM3216
 DM3216'RECOVERY NOTE BY CHARLOTTE COUNTY FLORIDA 2025 (CH)
 DM3216'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1630 ***********************************************************************
 AG1630  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1630  DESIGNATION -  872 5744 TIDAL 1
 AG1630  PID         -  AG1630
 AG1630  STATE/COUNTY-  FL/CHARLOTTE
 AG1630  COUNTRY     -  US
 AG1630  USGS QUAD   -  PUNTA GORDA (2018)
 AG1630
 AG1630                         *CURRENT SURVEY CONTROL
 AG1630  ______________________________________________________________________
 AG1630* NAD 83(1986) POSITION- 26 55 45.     (N) 082 03 53.     (W)   SCALED
 AG1630* NAVD 88 ORTHO HEIGHT -     1.178 (meters)        3.86  (feet) ADJUSTED
 AG1630  ______________________________________________________________________
 AG1630  GEOID HEIGHT    -        -24.000 (meters)                     GEOID18
 AG1630  DYNAMIC HEIGHT  -          1.176 (meters)        3.86  (feet) COMP
 AG1630  MODELED GRAVITY -    979,114.1   (mgal)                       NAVD 88
 AG1630
 AG1630  VERT ORDER      -  FIRST     CLASS I
 AG1630
 AG1630.The horizontal coordinates were scaled from a map and have
 AG1630.an estimated accuracy of +/- 6 seconds.
 AG1630
 AG1630.The orthometric height was determined by differential leveling and
 AG1630.adjusted by the NATIONAL GEODETIC SURVEY
 AG1630.in June 1991.
 AG1630
 AG1630.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1630.GEOID18 height accuracy estimate available here.
 AG1630
 AG1630.This Tidal Bench Mark is designated as VM 11150
 AG1630.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1630
 AG1630.Click photographs - Photos may exist for this station.
 AG1630
 AG1630.The dynamic height is computed by dividing the NAVD 88
 AG1630.geopotential number by the normal gravity value computed on the
 AG1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1630.degrees latitude (g = 980.6199 gals.).
 AG1630
 AG1630.The modeled gravity was interpolated from observed gravity values.
 AG1630
 AG1630;                    North         East    Units  Estimated Accuracy
 AG1630;SPC FL W     -   287,560.      193,570.      MT  (+/- 180 meters Scaled)
 AG1630
 AG1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK942790(NAD 83)
 AG1630
 AG1630                          SUPERSEDED SURVEY CONTROL
 AG1630
 AG1630  NGVD 29 (??/??/92)    1.52   (m)            5.0    (f) COMPUTED    1 1
 AG1630
 AG1630.Superseded values are not recommended for survey control.
 AG1630
 AG1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1630.See file dsdata.pdf to determine how the superseded data were derived.
 AG1630
 AG1630_MARKER: DB = BENCH MARK DISK
 AG1630_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG1630_SP_SET: DOCK
 AG1630_STAMPING: BM 1 1955
 AG1630_MARK LOGO: CGS
 AG1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1630
 AG1630  HISTORY     - Date     Condition        Report By
 AG1630  HISTORY     - 1955     MONUMENTED       CGS
 AG1630  HISTORY     - 1966     GOOD             CGS
 AG1630  HISTORY     - 1974     GOOD             LOCENG
 AG1630  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG1630  HISTORY     - 19940713 MARK NOT FOUND   USPSQD
 AG1630
 AG1630                          STATION DESCRIPTION
 AG1630
 AG1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG1630'AT PUNTA GORDA.
 AG1630'AT PUNTA GORDA, ABOUT 0.2 MILE NORTHWEST ALONG TAYLOR STREET
 AG1630'FROM THE COURTHOUSE, THENCE ABOUT 0.9 MILE SOUTHWEST ALONG
 AG1630'RETTA ESPLANADE, THENCE ABOUT 0.1 MILE NORTHWEST ALONG MAUD
 AG1630'STREET, AT THE GULF OIL CORP.  DOCK AND BULK PLANT, SET IN THE
 AG1630'TOP AT THE NORTH CORNER OF THE CONCRETE BASE OF THE SOUTHWEST
 AG1630'BRICK PIER OF THE NO. 4 STORAGE TANK, 10.7 FEET NORTHEAST OF
 AG1630'THE SOUTHWEST EDGE OF THE CONCRETE DOCK AND ABOUT LEVEL WITH
 AG1630'THE DOCK.
 AG1630
 AG1630                          STATION RECOVERY (1974)
 AG1630
 AG1630'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AG1630'RECOVERED IN GOOD CONDITION.
 AG1630
 AG1630                          STATION RECOVERY (1989)
 AG1630
 AG1630'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI)
 AG1630'MARK NOT FOUND.
 AG1630
 AG1630                          STATION RECOVERY (1994)
 AG1630
 AG1630'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG1630'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1631 ***********************************************************************
 AG1631  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1631  DESIGNATION -  872 5744 TIDAL 2
 AG1631  PID         -  AG1631
 AG1631  STATE/COUNTY-  FL/CHARLOTTE
 AG1631  COUNTRY     -  US
 AG1631  USGS QUAD   -  PUNTA GORDA (2018)
 AG1631
 AG1631                         *CURRENT SURVEY CONTROL
 AG1631  ______________________________________________________________________
 AG1631* NAD 83(1986) POSITION- 26 55 45.     (N) 082 03 53.     (W)   SCALED
 AG1631* NAVD 88 ORTHO HEIGHT -     1.368 (meters)        4.49  (feet) ADJUSTED
 AG1631  ______________________________________________________________________
 AG1631  GEOID HEIGHT    -        -24.000 (meters)                     GEOID18
 AG1631  DYNAMIC HEIGHT  -          1.366 (meters)        4.48  (feet) COMP
 AG1631  MODELED GRAVITY -    979,114.1   (mgal)                       NAVD 88
 AG1631
 AG1631  VERT ORDER      -  FIRST     CLASS I
 AG1631
 AG1631.The horizontal coordinates were scaled from a map and have
 AG1631.an estimated accuracy of +/- 6 seconds.
 AG1631
 AG1631.The orthometric height was determined by differential leveling and
 AG1631.adjusted by the NATIONAL GEODETIC SURVEY
 AG1631.in June 1991.
 AG1631
 AG1631.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1631.GEOID18 height accuracy estimate available here.
 AG1631
 AG1631.This Tidal Bench Mark is designated as VM 11151
 AG1631.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1631
 AG1631.Click photographs - Photos may exist for this station.
 AG1631
 AG1631.The dynamic height is computed by dividing the NAVD 88
 AG1631.geopotential number by the normal gravity value computed on the
 AG1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1631.degrees latitude (g = 980.6199 gals.).
 AG1631
 AG1631.The modeled gravity was interpolated from observed gravity values.
 AG1631
 AG1631;                    North         East    Units  Estimated Accuracy
 AG1631;SPC FL W     -   287,560.      193,570.      MT  (+/- 180 meters Scaled)
 AG1631
 AG1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK942790(NAD 83)
 AG1631
 AG1631                          SUPERSEDED SURVEY CONTROL
 AG1631
 AG1631  NGVD 29 (??/??/92)    1.71   (m)            5.6    (f) COMPUTED    1 1
 AG1631
 AG1631.Superseded values are not recommended for survey control.
 AG1631
 AG1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1631.See file dsdata.pdf to determine how the superseded data were derived.
 AG1631
 AG1631_MARKER: DB = BENCH MARK DISK
 AG1631_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG1631_SP_SET: CURB
 AG1631_STAMPING: BM 2 1955
 AG1631_MARK LOGO: CGS
 AG1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1631
 AG1631  HISTORY     - Date     Condition        Report By
 AG1631  HISTORY     - 1955     MONUMENTED       CGS
 AG1631  HISTORY     - 1966     GOOD             CGS
 AG1631  HISTORY     - 1974     GOOD             LOCENG
 AG1631  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG1631  HISTORY     - 19940713 MARK NOT FOUND   USPSQD
 AG1631  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG1631
 AG1631                          STATION DESCRIPTION
 AG1631
 AG1631'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG1631'AT PUNTA GORDA.
 AG1631'AT PUNTA GORDA, 0.2 MILE NORTHWEST ALONG TAYLOR STREET FROM
 AG1631'THE COURTHOUSE, THENCE ABOUT 0.9 MILE SOUTHWEST ALONG RETTA
 AG1631'ESPLANADE, THENCE 0.1 MILE NORTHWEST ALONG MAUD STREET, AT THE
 AG1631'GULF OIL CORP.  BULK PLANT, SET IN THE TOP OF A 6-INCH CONCRETE
 AG1631'CURB AT THE WEST CORNER OF A BRICK GARAGE BUILDING, 72.0 FEET
 AG1631'SOUTHWEST OF THE CENTER LINE OF MAUD STREET, 59 1/2 FEET NORTHEAST
 AG1631'OF THE SOUTHWEST EDGE OF THE DOCK, AND ABOUT 3 INCHES ABOVE THE
 AG1631'LEVEL OF THE GROUND.
 AG1631
 AG1631                          STATION RECOVERY (1974)
 AG1631
 AG1631'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AG1631'RECOVERED IN GOOD CONDITION.
 AG1631
 AG1631                          STATION RECOVERY (1989)
 AG1631
 AG1631'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI)
 AG1631'MARK NOT FOUND.
 AG1631
 AG1631                          STATION RECOVERY (1994)
 AG1631
 AG1631'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG1631'MARK NOT FOUND.
 AG1631
 AG1631                          STATION RECOVERY (2001)
 AG1631
 AG1631'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG1631'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1632 ***********************************************************************
 AG1632  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1632  DESIGNATION -  872 5744 TIDAL 3
 AG1632  PID         -  AG1632
 AG1632  STATE/COUNTY-  FL/CHARLOTTE
 AG1632  COUNTRY     -  US
 AG1632  USGS QUAD   -  PUNTA GORDA (2018)
 AG1632
 AG1632                         *CURRENT SURVEY CONTROL
 AG1632  ______________________________________________________________________
 AG1632* NAD 83(1986) POSITION- 26 55 44.     (N) 082 03 53.     (W)   SCALED
 AG1632* NAVD 88 ORTHO HEIGHT -     1.135 (meters)        3.72  (feet) ADJUSTED
 AG1632  ______________________________________________________________________
 AG1632  GEOID HEIGHT    -        -24.000 (meters)                     GEOID18
 AG1632  DYNAMIC HEIGHT  -          1.133 (meters)        3.72  (feet) COMP
 AG1632  MODELED GRAVITY -    979,114.1   (mgal)                       NAVD 88
 AG1632
 AG1632  VERT ORDER      -  FIRST     CLASS I
 AG1632
 AG1632.The horizontal coordinates were scaled from a map and have
 AG1632.an estimated accuracy of +/- 6 seconds.
 AG1632
 AG1632.The orthometric height was determined by differential leveling and
 AG1632.adjusted by the NATIONAL GEODETIC SURVEY
 AG1632.in June 1991.
 AG1632
 AG1632.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1632.GEOID18 height accuracy estimate available here.
 AG1632
 AG1632.This Tidal Bench Mark is designated as VM 11152
 AG1632.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1632
 AG1632.Click photographs - Photos may exist for this station.
 AG1632
 AG1632.The dynamic height is computed by dividing the NAVD 88
 AG1632.geopotential number by the normal gravity value computed on the
 AG1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1632.degrees latitude (g = 980.6199 gals.).
 AG1632
 AG1632.The modeled gravity was interpolated from observed gravity values.
 AG1632
 AG1632;                    North         East    Units  Estimated Accuracy
 AG1632;SPC FL W     -   287,530.      193,570.      MT  (+/- 180 meters Scaled)
 AG1632
 AG1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK942790(NAD 83)
 AG1632
 AG1632                          SUPERSEDED SURVEY CONTROL
 AG1632
 AG1632  NGVD 29 (??/??/92)    1.48   (m)            4.9    (f) COMPUTED    1 1
 AG1632
 AG1632.Superseded values are not recommended for survey control.
 AG1632
 AG1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1632.See file dsdata.pdf to determine how the superseded data were derived.
 AG1632
 AG1632_MARKER: DB = BENCH MARK DISK
 AG1632_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG1632_SP_SET: SLAB
 AG1632_STAMPING: BM 3 1955
 AG1632_MARK LOGO: CGS
 AG1632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1632
 AG1632  HISTORY     - Date     Condition        Report By
 AG1632  HISTORY     - 1955     MONUMENTED       CGS
 AG1632  HISTORY     - 1966     GOOD             CGS
 AG1632  HISTORY     - 1974     GOOD             LOCENG
 AG1632  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG1632  HISTORY     - 19940713 MARK NOT FOUND   USPSQD
 AG1632  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG1632
 AG1632                          STATION DESCRIPTION
 AG1632
 AG1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG1632'AT PUNTA GORDA.
 AG1632'AT PUNTA GORDA, ABOUT 0.2 MILE NORTHWEST ALONG TAYLOR STREET
 AG1632'FROM THE COURTHOUSE, THENCE ABOUT 0.9 MILE SOUTHWEST ALONG
 AG1632'RETTA ESPLANADE, THENCE ABOUT 0.1 MILE NORTHWEST ALONG MAUD
 AG1632'STREET, AT THE GULF OIL CORP.  DOCK AND BULK PLANT, SET IN THE
 AG1632'TOP AT THE SOUTH CORNER OF A LARGE CONCRETE SLAB THAT IS BETWEEN
 AG1632'THE DOCK AND THE WAREHOUSE, 32 FEET SOUTH OF THE SOUTH CORNER
 AG1632'OF THE WAREHOUSE, 4.3 FEET NORTHEAST OF THE SOUTHWEST EDGE OF
 AG1632'THE DOCK, 1.1 FEET NORTH OF THE WEST CORNER OF A CONCRETE BASE
 AG1632'OF A GAS PUMP AND ABOUT LEVEL WITH THE DOCK.
 AG1632
 AG1632                          STATION RECOVERY (1974)
 AG1632
 AG1632'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AG1632'RECOVERED IN GOOD CONDITION.
 AG1632
 AG1632                          STATION RECOVERY (1989)
 AG1632
 AG1632'RECOVERY NOTE BY US POWER SQUADRON 1989 (AEI)
 AG1632'MARK NOT FOUND.
 AG1632
 AG1632                          STATION RECOVERY (1994)
 AG1632
 AG1632'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG1632'MARK NOT FOUND.
 AG1632
 AG1632                          STATION RECOVERY (2001)
 AG1632
 AG1632'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG1632'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7835 ***********************************************************************
 AG7835  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7835  DESIGNATION -  872 5747 1
 AG7835  PID         -  AG7835
 AG7835  STATE/COUNTY-  FL/CHARLOTTE
 AG7835  COUNTRY     -  US
 AG7835  USGS QUAD   -  ENGLEWOOD (2018)
 AG7835
 AG7835                         *CURRENT SURVEY CONTROL
 AG7835  ______________________________________________________________________
 AG7835* NAD 83(1986) POSITION- 26 55 58.50   (N) 082 21 14.91   (W)   HD_HELD1
 AG7835* NAVD 88 ORTHO HEIGHT -     1.203 (meters)        3.95  (feet) ADJUSTED
 AG7835  ______________________________________________________________________
 AG7835  GEOID HEIGHT    -        -23.822 (meters)                     GEOID18
 AG7835  DYNAMIC HEIGHT  -          1.201 (meters)        3.94  (feet) COMP
 AG7835  MODELED GRAVITY -    979,119.5   (mgal)                       NAVD 88
 AG7835
 AG7835  VERT ORDER      -  SECOND    CLASS I
 AG7835
 AG7835.The horizontal coordinates were determined by differentially corrected
 AG7835.hand held GPS observations or other comparable positioning techniques
 AG7835.and have an estimated accuracy of +/- 3 meters.
 AG7835
 AG7835.The orthometric height was determined by differential leveling and
 AG7835.adjusted by the NATIONAL GEODETIC SURVEY
 AG7835.in July 2009.
 AG7835
 AG7835.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7835.GEOID18 height accuracy estimate available here.
 AG7835
 AG7835.This Tidal Bench Mark is designated as VM 6048
 AG7835.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7835
 AG7835.Click photographs - Photos may exist for this station.
 AG7835
 AG7835.The dynamic height is computed by dividing the NAVD 88
 AG7835.geopotential number by the normal gravity value computed on the
 AG7835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7835.degrees latitude (g = 980.6199 gals.).
 AG7835
 AG7835.The modeled gravity was interpolated from observed gravity values.
 AG7835
 AG7835;                    North         East    Units  Estimated Accuracy
 AG7835;SPC FL W     -   288,020.7     164,830.8     MT  (+/- 3 meters HH1 GPS) 
 AG7835
 AG7835_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6556179724(NAD 83)
 AG7835
 AG7835                          SUPERSEDED SURVEY CONTROL
 AG7835
 AG7835  NAVD 88 (06/15/91)    1.223  (m)            4.01   (f) SUPERSEDED  2 1
 AG7835
 AG7835.Superseded values are not recommended for survey control.
 AG7835
 AG7835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7835.See file dsdata.pdf to determine how the superseded data were derived.
 AG7835
 AG7835_MARKER: DJ = TIDAL STATION DISK
 AG7835_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7835_SP_SET: CULVERT HEADWALL
 AG7835_STAMPING: 1 1973
 AG7835_MARK LOGO: NOS
 AG7835_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7835+STABILITY: SURFACE MOTION
 AG7835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7835+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2025
 AG7835
 AG7835  HISTORY     - Date     Condition        Report By
 AG7835  HISTORY     - 1973     MONUMENTED       NOS
 AG7835  HISTORY     - 1983     GOOD             FLDNR
 AG7835  HISTORY     - 1990     GOOD             USPSQD
 AG7835  HISTORY     - 19970514 GOOD             USPSQD
 AG7835  HISTORY     - 20011128 GOOD             USPSQD
 AG7835  HISTORY     - 20071022 GOOD             FLDEP
 AG7835  HISTORY     - 20090125 GOOD             GEOCAC
 AG7835  HISTORY     - 20190106 GOOD             INDIV
 AG7835  HISTORY     - 20250529 GOOD             FL-015
 AG7835
 AG7835                          STATION DESCRIPTION
 AG7835
 AG7835'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7835'IN ENGLEWOOD.
 AG7835'THE MARK IS LOCATED IN THE VICINITY OF THE STATE ROAD 776 BRIDGE OVER
 AG7835'THE INTRACOASTAL WATERWAY.  THE MARK BEARS 195 FEET SOUTH OF THE SOUTH
 AG7835'CORNER OF THE BRIDGE, 18 FEET SOUTH OF THE SOUTHWEST END OF THE BRIDGE
 AG7835'BULKHEAD, 30 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 10 FEET
 AG7835'SOUTHEAST OF A MANHOLE COVER, AND 10 FEET SOUTH-SOUTHEAST OF THE
 AG7835'MONUMENT FOR THE TOM ADAMS BRIDGE.
 AG7835'THE MARK IS 1 FT BELOW CENTERLINE OF ROAD.
 AG7835
 AG7835                          STATION RECOVERY (1990)
 AG7835
 AG7835'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7835'RECOVERED IN GOOD CONDITION.
 AG7835
 AG7835                          STATION RECOVERY (1997)
 AG7835
 AG7835'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7835'RECOVERED IN GOOD CONDITION.
 AG7835
 AG7835                          STATION RECOVERY (2001)
 AG7835
 AG7835'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG7835'ELIMINATE WORDING '18 FT SOUTH OF SW END OF BRIDGE BULKHEAD.' IT IS
 AG7835'MISLEADING
 AG7835
 AG7835                          STATION RECOVERY (2007)
 AG7835
 AG7835'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7835'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AG7835'THE MARK FROM THE JUNCTION OF STATE ROAD 775 (SOUTH INDIANA AVENUE),
 AG7835'STATE ROAD 776 (MCCALL ROAD) AND STATE ROAD 776 (BEACH ROAD) IN
 AG7835'ENGLEWOOD BEACH, GO SOUTHWEST ON STATE ROAD 776 (BEACH ROAD) FOR 0.65
 AG7835'MI (1.0 KM) TO THE MARK ON THE LEFT.
 AG7835
 AG7835                          STATION RECOVERY (2009)
 AG7835
 AG7835'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7835'RECOVERED IN GOOD CONDITION.
 AG7835
 AG7835                          STATION RECOVERY (2019)
 AG7835
 AG7835'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG7835'RECOVERED IN GOOD CONDITION.
 AG7835
 AG7835                          STATION RECOVERY (2025)
 AG7835
 AG7835'RECOVERY NOTE BY CHARLOTTE COUNTY FLORIDA 2025 (CH)
 AG7835'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7831 ***********************************************************************
 AG7831  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7831  DESIGNATION -  872 5747 6
 AG7831  PID         -  AG7831
 AG7831  STATE/COUNTY-  FL/CHARLOTTE
 AG7831  COUNTRY     -  US
 AG7831  USGS QUAD   -  ENGLEWOOD (2018)
 AG7831
 AG7831                         *CURRENT SURVEY CONTROL
 AG7831  ______________________________________________________________________
 AG7831* NAD 83(1986) POSITION- 26 56 07.     (N) 082 21 07.     (W)   SCALED
 AG7831* NAVD 88 ORTHO HEIGHT -     1.761 (meters)        5.78  (feet) ADJUSTED
 AG7831  ______________________________________________________________________
 AG7831  GEOID HEIGHT    -        -23.822 (meters)                     GEOID18
 AG7831  DYNAMIC HEIGHT  -          1.758 (meters)        5.77  (feet) COMP
 AG7831  MODELED GRAVITY -    979,119.9   (mgal)                       NAVD 88
 AG7831
 AG7831  VERT ORDER      -  SECOND    CLASS I
 AG7831
 AG7831.The horizontal coordinates were scaled from a map and have
 AG7831.an estimated accuracy of +/- 6 seconds.
 AG7831
 AG7831.The orthometric height was determined by differential leveling and
 AG7831.adjusted by the NATIONAL GEODETIC SURVEY
 AG7831.in June 1991.
 AG7831
 AG7831.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7831.GEOID18 height accuracy estimate available here.
 AG7831
 AG7831.This Tidal Bench Mark is designated as VM 6049
 AG7831.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7831
 AG7831.Click photographs - Photos may exist for this station.
 AG7831
 AG7831.The dynamic height is computed by dividing the NAVD 88
 AG7831.geopotential number by the normal gravity value computed on the
 AG7831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7831.degrees latitude (g = 980.6199 gals.).
 AG7831
 AG7831.The modeled gravity was interpolated from observed gravity values.
 AG7831
 AG7831;                    North         East    Units  Estimated Accuracy
 AG7831;SPC FL W     -   288,280.      165,050.      MT  (+/- 180 meters Scaled)
 AG7831
 AG7831_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK657799(NAD 83)
 AG7831
 AG7831                          SUPERSEDED SURVEY CONTROL
 AG7831
 AG7831.No superseded survey control is available for this station.
 AG7831
 AG7831_MARKER: DJ = TIDAL STATION DISK
 AG7831_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7831_STAMPING: NO 6 1976
 AG7831_MARK LOGO: NOS
 AG7831_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7831_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7831+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2006
 AG7831
 AG7831  HISTORY     - Date     Condition        Report By
 AG7831  HISTORY     - 1976     MONUMENTED       NOS
 AG7831  HISTORY     - 1983     GOOD             FLDNR
 AG7831  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7831  HISTORY     - 19970514 MARK NOT FOUND   USPSQD
 AG7831  HISTORY     - 20011128 POOR             USPSQD
 AG7831  HISTORY     - 20051101 MARK NOT FOUND   FLDEP
 AG7831  HISTORY     - 20061129 GOOD             USPSQD
 AG7831  HISTORY     - 20071108 MARK NOT FOUND   FLDEP
 AG7831
 AG7831                          STATION DESCRIPTION
 AG7831
 AG7831'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7831'IN ENGLEWOOD.
 AG7831'THE MARK IS LOCATED IN THE VICINITY OF THE STATE ROAD 776 BRIDGE OVER
 AG7831'THE INTRACOASTAL WATERWAY.  THE MARK IS NEAR THE NORTHEAST END OF THE
 AG7831'BRIDGE, 1.8 FEET SOUTHWEST OF THE SOUTHWEST SIDE OF THE MONUMENT FOR
 AG7831'THE TOM ADAMS BRIDGE, 26 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD,
 AG7831'35.5 FEET NORTH OF POWER POLE 1398, AND IS SET ATOP A COPPER-COATED
 AG7831'STEEL ROD DRIVEN TO REFUSAL WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 AG7831
 AG7831                          STATION RECOVERY (1990)
 AG7831
 AG7831'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7831'MARK NOT FOUND.
 AG7831
 AG7831                          STATION RECOVERY (1997)
 AG7831
 AG7831'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7831'MARK NOT FOUND.
 AG7831
 AG7831                          STATION RECOVERY (2001)
 AG7831
 AG7831'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG7831'SHARP TIP TO THE EAST
 AG7831
 AG7831                          STATION RECOVERY (2005)
 AG7831
 AG7831'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (DMP)
 AG7831'THE MARK WAS NOT FOUND DUE TO ROAD WIDENING, THE ROAD WAS WIDENED TO
 AG7831'6-LANES.
 AG7831
 AG7831                          STATION RECOVERY (2006)
 AG7831
 AG7831'RECOVERY NOTE BY US POWER SQUADRON 2006 (KEM)
 AG7831'THIS MARKER HAS BEEN TILTED TO A 45 DEGREE ANGLE,BUT WAS DETECTABLE BY
 AG7831'THE METAL DETECTOR, NEXT TO NEW MONUMENT AT NORTH END OF BRIDGE
 AG7831
 AG7831                          STATION RECOVERY (2007)
 AG7831
 AG7831'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7831'THE MARK HAS BEEN DESTROYED DUE TO THE AREA HAVING BEEN GRADED.  THE
 AG7831'ROD WAS BENT OVER AT 90-DEGREES AND THE DISK HAS BEEN RETRIEVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7830 ***********************************************************************
 AG7830  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7830  DESIGNATION -  872 5747 B
 AG7830  PID         -  AG7830
 AG7830  STATE/COUNTY-  FL/CHARLOTTE
 AG7830  COUNTRY     -  US
 AG7830  USGS QUAD   -  ENGLEWOOD (2018)
 AG7830
 AG7830                         *CURRENT SURVEY CONTROL
 AG7830  ______________________________________________________________________
 AG7830* NAD 83(1986) POSITION- 26 56 07.5    (N) 082 21 07.6    (W)   HD_HELD2
 AG7830* NAVD 88 ORTHO HEIGHT -     0.884 (meters)        2.90  (feet) ADJUSTED
 AG7830  ______________________________________________________________________
 AG7830  GEOID HEIGHT    -        -23.822 (meters)                     GEOID18
 AG7830  DYNAMIC HEIGHT  -          0.883 (meters)        2.90  (feet) COMP
 AG7830  MODELED GRAVITY -    979,119.9   (mgal)                       NAVD 88
 AG7830
 AG7830  VERT ORDER      -  SECOND    CLASS I
 AG7830
 AG7830.The horizontal coordinates were established by autonomous hand held GPS
 AG7830.observations and have an estimated accuracy of +/- 10 meters.
 AG7830
 AG7830.The orthometric height was determined by differential leveling and
 AG7830.adjusted by the NATIONAL GEODETIC SURVEY
 AG7830.in July 2009.
 AG7830
 AG7830.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7830.GEOID18 height accuracy estimate available here.
 AG7830
 AG7830.This Tidal Bench Mark is designated as VM 6051
 AG7830.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7830
 AG7830.Click photographs - Photos may exist for this station.
 AG7830
 AG7830.The dynamic height is computed by dividing the NAVD 88
 AG7830.geopotential number by the normal gravity value computed on the
 AG7830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7830.degrees latitude (g = 980.6199 gals.).
 AG7830
 AG7830.The modeled gravity was interpolated from observed gravity values.
 AG7830
 AG7830;                    North         East    Units  Estimated Accuracy
 AG7830;SPC FL W     -   288,297.      165,033.      MT  (+/- 10 meters HH2 GPS)
 AG7830
 AG7830_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6576679999(NAD 83)
 AG7830
 AG7830                          SUPERSEDED SURVEY CONTROL
 AG7830
 AG7830  NAVD 88 (06/15/91)    0.896  (m)            2.94   (f) SUPERSEDED  2 1
 AG7830
 AG7830.Superseded values are not recommended for survey control.
 AG7830
 AG7830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7830.See file dsdata.pdf to determine how the superseded data were derived.
 AG7830
 AG7830_STAMPING: 5747 B
 AG7830_MARK LOGO: FLDT
 AG7830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7830+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2009
 AG7830
 AG7830  HISTORY     - Date     Condition        Report By
 AG7830  HISTORY     - UNK      MONUMENTED       FLDT
 AG7830  HISTORY     - 1983     GOOD             FLDNR
 AG7830  HISTORY     - 1990     GOOD             USPSQD
 AG7830  HISTORY     - 20050524 GOOD             MCKIM
 AG7830  HISTORY     - 20071022 GOOD             FLDEP
 AG7830  HISTORY     - 20090225 GOOD             GEOCAC
 AG7830  HISTORY     - 20190106 MARK NOT FOUND   INDIV
 AG7830
 AG7830                          STATION DESCRIPTION
 AG7830
 AG7830'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7830'IN ENGLEWOOD.
 AG7830'THE MARK IS LOCATED IN THE VICINITY OF THE STATE ROAD 776 BRIDGE OVER
 AG7830'THE INTRACOASTAL WATERWAY.  THE MARK IS SET IN THE BULKHEAD AT THE
 AG7830'NORTHEAST END OF THE BRIDGE, 20 FEET NORTHWEST OF THE NORTH CORNER OF
 AG7830'THE BRIDGE.
 AG7830'THE MARK IS 8 FT BELOW HIGHWAY.
 AG7830
 AG7830                          STATION RECOVERY (1990)
 AG7830
 AG7830'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7830'RECOVERED IN GOOD CONDITION.
 AG7830
 AG7830                          STATION RECOVERY (2005)
 AG7830
 AG7830'RECOVERY NOTE BY MCKIM AND CREED 2005 (TDT)
 AG7830'RECOVERED IN GOOD CONDITION.
 AG7830
 AG7830                          STATION RECOVERY (2007)
 AG7830
 AG7830'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7830'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AG7830'THE MARK FROM THE JUNCTION OF STATE ROAD 775 (SOUTH INDIANA AVENUE),
 AG7830'STATE ROAD 776 (MCCALL ROAD) AND STATE ROAD 776 (BEACH ROAD) IN
 AG7830'ENGLEWOOD BEACH, GO SOUTHWEST ON STATE ROAD 776 (BEACH ROAD) FOR 0.45
 AG7830'MI (0.7 KM) TO THE MARK ON THE RIGHT.
 AG7830
 AG7830                          STATION RECOVERY (2009)
 AG7830
 AG7830'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7830'RECOVERED IN GOOD CONDITION.
 AG7830
 AG7830                          STATION RECOVERY (2019)
 AG7830
 AG7830'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG7830'THE BULKHEAD HAS BEEN REDONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7832 ***********************************************************************
 AG7832  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7832  DESIGNATION -  872 5747 C
 AG7832  PID         -  AG7832
 AG7832  STATE/COUNTY-  FL/CHARLOTTE
 AG7832  COUNTRY     -  US
 AG7832  USGS QUAD   -  ENGLEWOOD (2018)
 AG7832
 AG7832                         *CURRENT SURVEY CONTROL
 AG7832  ______________________________________________________________________
 AG7832* NAD 83(1986) POSITION- 26 56 07.3    (N) 082 21 07.2    (W)   HD_HELD2
 AG7832* NAVD 88 ORTHO HEIGHT -     3.573 (meters)       11.72  (feet) ADJUSTED
 AG7832  ______________________________________________________________________
 AG7832  GEOID HEIGHT    -        -23.822 (meters)                     GEOID18
 AG7832  DYNAMIC HEIGHT  -          3.568 (meters)       11.71  (feet) COMP
 AG7832  MODELED GRAVITY -    979,119.9   (mgal)                       NAVD 88
 AG7832
 AG7832  VERT ORDER      -  SECOND    CLASS I
 AG7832
 AG7832.The horizontal coordinates were established by autonomous hand held GPS
 AG7832.observations and have an estimated accuracy of +/- 10 meters.
 AG7832
 AG7832.The orthometric height was determined by differential leveling and
 AG7832.adjusted by the NATIONAL GEODETIC SURVEY
 AG7832.in June 1991.
 AG7832
 AG7832.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7832.GEOID18 height accuracy estimate available here.
 AG7832
 AG7832.This Tidal Bench Mark is designated as VM 6052
 AG7832.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7832
 AG7832.Click photographs - Photos may exist for this station.
 AG7832
 AG7832.The dynamic height is computed by dividing the NAVD 88
 AG7832.geopotential number by the normal gravity value computed on the
 AG7832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7832.degrees latitude (g = 980.6199 gals.).
 AG7832
 AG7832.The modeled gravity was interpolated from observed gravity values.
 AG7832
 AG7832;                    North         East    Units  Estimated Accuracy
 AG7832;SPC FL W     -   288,291.      165,044.      MT  (+/- 10 meters HH2 GPS)
 AG7832
 AG7832_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6577779993(NAD 83)
 AG7832
 AG7832                          SUPERSEDED SURVEY CONTROL
 AG7832
 AG7832.No superseded survey control is available for this station.
 AG7832
 AG7832_MARKER: DD = SURVEY DISK
 AG7832_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7832_SP_SET: BRIDGE CURBING
 AG7832_STAMPING: 5747 C
 AG7832_MARK LOGO: FLDT
 AG7832_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7832+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2012
 AG7832
 AG7832  HISTORY     - Date     Condition        Report By
 AG7832  HISTORY     - UNK      MONUMENTED       FLDT
 AG7832  HISTORY     - 1983     GOOD             FLDNR
 AG7832  HISTORY     - 20050524 GOOD             MCKIM
 AG7832  HISTORY     - 20071022 GOOD             FLDEP
 AG7832  HISTORY     - 20081230 GOOD             GEOCAC
 AG7832  HISTORY     - 20120922 GOOD             GEOCAC
 AG7832  HISTORY     - 20190106 MARK NOT FOUND   INDIV
 AG7832
 AG7832                          STATION DESCRIPTION
 AG7832
 AG7832'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7832'IN ENGLEWOOD.
 AG7832'THE MARK IS LOCATED IN THE VICINITY OF THE STATE ROAD 776 BRIDGE OVER
 AG7832'THE INTRACOASTAL WATERWAY.  THE MARK IS SET IN THE BRIDGE CURB NEAR
 AG7832'THE NORTHWEST CORNER OF THE BRIDGE, 4 FEET SOUTHEAST OF THE CONCRETE
 AG7832'RAILING, 13.5 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, AND 30
 AG7832'FEET SOUTH OF A CONCRETE POWER POLE.
 AG7832'THE MARK IS 1 FT ABOVE PAVEMENT.
 AG7832
 AG7832                          STATION RECOVERY (2005)
 AG7832
 AG7832'RECOVERY NOTE BY MCKIM AND CREED 2005 (TDT)
 AG7832'RECOVERED IN GOOD CONDITION.
 AG7832
 AG7832                          STATION RECOVERY (2007)
 AG7832
 AG7832'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7832'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AG7832'THE MARK FROM THE JUNCTION OF STATE ROAD 775 (SOUTH INDIANA AVENUE),
 AG7832'STATE ROAD 776 (MCCALL ROAD) AND STATE ROAD 776 (BEACH ROAD) IN
 AG7832'ENGLEWOOD BEACH, GO SOUTHWEST ON STATE ROAD 776 (BEACH ROAD) FOR 0.45
 AG7832'MI (0.7 KM) TO THE MARK ON THE RIGHT.
 AG7832
 AG7832                          STATION RECOVERY (2008)
 AG7832
 AG7832'RECOVERY NOTE BY GEOCACHING 2008 (DEC)
 AG7832'RECOVERED IN GOOD CONDITION PER THE NEW TO REACH DESCRIPTION.
 AG7832
 AG7832                          STATION RECOVERY (2012)
 AG7832
 AG7832'RECOVERY NOTE BY GEOCACHING 2012 (DEB)
 AG7832'RECOVERED IN GOOD CONDITION.
 AG7832
 AG7832                          STATION RECOVERY (2019)
 AG7832
 AG7832'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG7832'THE BRIDGE CURB HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7834 ***********************************************************************
 AG7834  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7834  DESIGNATION -  872 5747 D
 AG7834  PID         -  AG7834
 AG7834  STATE/COUNTY-  FL/CHARLOTTE
 AG7834  COUNTRY     -  US
 AG7834  USGS QUAD   -  ENGLEWOOD (2018)
 AG7834
 AG7834                         *CURRENT SURVEY CONTROL
 AG7834  ______________________________________________________________________
 AG7834* NAD 83(1986) POSITION- 26 55 59.9    (N) 082 21 14.5    (W)   HD_HELD2
 AG7834* NAVD 88 ORTHO HEIGHT -     3.498 (meters)       11.48  (feet) ADJUSTED
 AG7834  ______________________________________________________________________
 AG7834  GEOID HEIGHT    -        -23.822 (meters)                     GEOID18
 AG7834  DYNAMIC HEIGHT  -          3.493 (meters)       11.46  (feet) COMP
 AG7834  MODELED GRAVITY -    979,119.5   (mgal)                       NAVD 88
 AG7834
 AG7834  VERT ORDER      -  SECOND    CLASS I
 AG7834
 AG7834.The horizontal coordinates were established by autonomous hand held GPS
 AG7834.observations and have an estimated accuracy of +/- 10 meters.
 AG7834
 AG7834.The orthometric height was determined by differential leveling and
 AG7834.adjusted by the NATIONAL GEODETIC SURVEY
 AG7834.in July 2009.
 AG7834
 AG7834.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7834.GEOID18 height accuracy estimate available here.
 AG7834
 AG7834.This Tidal Bench Mark is designated as VM 6053
 AG7834.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7834
 AG7834.Click photographs - Photos may exist for this station.
 AG7834
 AG7834.The dynamic height is computed by dividing the NAVD 88
 AG7834.geopotential number by the normal gravity value computed on the
 AG7834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7834.degrees latitude (g = 980.6199 gals.).
 AG7834
 AG7834.The modeled gravity was interpolated from observed gravity values.
 AG7834
 AG7834;                    North         East    Units  Estimated Accuracy
 AG7834;SPC FL W     -   288,064.      164,842.      MT  (+/- 10 meters HH2 GPS)
 AG7834
 AG7834_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK6557379767(NAD 83)
 AG7834
 AG7834                          SUPERSEDED SURVEY CONTROL
 AG7834
 AG7834  NAVD 88 (06/15/91)    3.495  (m)           11.47   (f) SUPERSEDED  2 1
 AG7834
 AG7834.Superseded values are not recommended for survey control.
 AG7834
 AG7834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7834.See file dsdata.pdf to determine how the superseded data were derived.
 AG7834
 AG7834_STAMPING: 5747 D
 AG7834_MARK LOGO: FLSRD
 AG7834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7834+SATELLITE: SATELLITE OBSERVATIONS - January 25, 2009
 AG7834
 AG7834  HISTORY     - Date     Condition        Report By
 AG7834  HISTORY     - UNK      MONUMENTED       FLDT
 AG7834  HISTORY     - 1983     GOOD             FLDNR
 AG7834  HISTORY     - 1990     GOOD             USPSQD
 AG7834  HISTORY     - 20071022 GOOD             FLDEP
 AG7834  HISTORY     - 20090125 GOOD             GEOCAC
 AG7834  HISTORY     - 20190106 MARK NOT FOUND   INDIV
 AG7834
 AG7834                          STATION DESCRIPTION
 AG7834
 AG7834'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7834'IN ENGLEWOOD.
 AG7834'THE MARK IS LOCATED IN THE VICINITY OF THE STATE ROAD 776 BRIDGE OVER
 AG7834'THE INTRACOASTAL WATERWAY.  THE MARK BEARS 10 FEET NORTH OF THE SOUTH
 AG7834'CORNER OF THE BRIDGE AND 4 FEET NORTHWEST OF THE CONCRETE RAILING.
 AG7834'THE MARK IS 1 FT ABOVE PAVEMENT.
 AG7834
 AG7834                          STATION RECOVERY (1990)
 AG7834
 AG7834'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7834'RECOVERED IN GOOD CONDITION.
 AG7834
 AG7834                          STATION RECOVERY (2007)
 AG7834
 AG7834'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7834'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AG7834'THE MARK FROM THE JUNCTION OF STATE ROAD 775 (SOUTH INDIANA AVENUE),
 AG7834'STATE ROAD 776 (MCCALL ROAD) AND STATE ROAD 776 (BEACH ROAD) IN
 AG7834'ENGLEWOOD BEACH, GO SOUTHWEST ON STATE ROAD 776 (BEACH ROAD) FOR 0.6
 AG7834'MI (1.0 KM) TO THE MARK ON THE LEFT.
 AG7834
 AG7834                          STATION RECOVERY (2009)
 AG7834
 AG7834'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7834'RECOVERED IN GOOD CONDITION.
 AG7834
 AG7834                          STATION RECOVERY (2019)
 AG7834
 AG7834'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG7834'THE BRIDGE CURB HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7829 ***********************************************************************
 AG7829  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7829  DESIGNATION -  872 5747 TIDAL 7
 AG7829  PID         -  AG7829
 AG7829  STATE/COUNTY-  FL/CHARLOTTE
 AG7829  COUNTRY     -  US
 AG7829  USGS QUAD   -  ENGLEWOOD (2018)
 AG7829
 AG7829                         *CURRENT SURVEY CONTROL
 AG7829  ______________________________________________________________________
 AG7829* NAD 83(1986) POSITION- 26 56 14.     (N) 082 21 02.     (W)   SCALED
 AG7829* NAVD 88 ORTHO HEIGHT -     0.204 (meters)        0.67  (feet) ADJUSTED
 AG7829  ______________________________________________________________________
 AG7829  GEOID HEIGHT    -        -23.822 (meters)                     GEOID18
 AG7829  DYNAMIC HEIGHT  -          0.204 (meters)        0.67  (feet) COMP
 AG7829  MODELED GRAVITY -    979,120.1   (mgal)                       NAVD 88
 AG7829
 AG7829  VERT ORDER      -  SECOND    CLASS I
 AG7829
 AG7829.The horizontal coordinates were scaled from a map and have
 AG7829.an estimated accuracy of +/- 6 seconds.
 AG7829
 AG7829.The orthometric height was determined by differential leveling and
 AG7829.adjusted by the NATIONAL GEODETIC SURVEY
 AG7829.in June 1991.
 AG7829
 AG7829.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7829.GEOID18 height accuracy estimate available here.
 AG7829
 AG7829.This Tidal Bench Mark is designated as VM 6050
 AG7829.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7829
 AG7829.Click photographs - Photos may exist for this station.
 AG7829
 AG7829.The dynamic height is computed by dividing the NAVD 88
 AG7829.geopotential number by the normal gravity value computed on the
 AG7829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7829.degrees latitude (g = 980.6199 gals.).
 AG7829
 AG7829.The modeled gravity was interpolated from observed gravity values.
 AG7829
 AG7829;                    North         East    Units  Estimated Accuracy
 AG7829;SPC FL W     -   288,500.      165,190.      MT  (+/- 180 meters Scaled)
 AG7829
 AG7829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK659801(NAD 83)
 AG7829
 AG7829                          SUPERSEDED SURVEY CONTROL
 AG7829
 AG7829.No superseded survey control is available for this station.
 AG7829
 AG7829_MARKER: DJ = TIDAL STATION DISK
 AG7829_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7829_STAMPING: NO 7 1976
 AG7829_MARK LOGO: NOS
 AG7829_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7829
 AG7829  HISTORY     - Date     Condition        Report By
 AG7829  HISTORY     - 1976     MONUMENTED       NOS
 AG7829  HISTORY     - 1983     GOOD             FLDNR
 AG7829  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7829  HISTORY     - 19970514 MARK NOT FOUND   USPSQD
 AG7829  HISTORY     - 20011128 MARK NOT FOUND   USPSQD
 AG7829  HISTORY     - 20051101 MARK NOT FOUND   FLDEP
 AG7829  HISTORY     - 20061129 MARK NOT FOUND   USPSQD
 AG7829
 AG7829                          STATION DESCRIPTION
 AG7829
 AG7829'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7829'IN ENGLEWOOD.
 AG7829'THE MARK IS LOCATED IN THE VICINITY OF THE STATE ROAD 776 BRIDGE OVER
 AG7829'THE INTRACOASTAL WATERWAY.  THE MARK IS 0.1 MILE NORTH-NORTHEAST ALONG
 AG7829'STATE ROAD 776 FROM THE BRIDGE, 28.7 FEET WEST-NORTHWEST OF THE
 AG7829'CENTERLINE OF THE ROAD, 1.3 FEET EAST OF A CONCRETE POWER POLE
 AG7829'5-2739-1029-08, AND IS SET ATOP A COPPER-COATED STEEL ROD DRIVEN TO
 AG7829'REFUSAL AND PROJECTS 2-INCHES ABOVE THE GROUND.  THE MARK IS 1.5 FEET
 AG7829'EAST-SOUTHEAST OF A WITNESS POST.
 AG7829'THE MARK IS 2 FT BELOW HIGHWAY.
 AG7829
 AG7829                          STATION RECOVERY (1990)
 AG7829
 AG7829'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7829'MARK NOT FOUND.
 AG7829
 AG7829                          STATION RECOVERY (1997)
 AG7829
 AG7829'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7829'MARK NOT FOUND.
 AG7829
 AG7829                          STATION RECOVERY (2001)
 AG7829
 AG7829'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AG7829'AREA NOW FILLED FOR PARKING LOT
 AG7829
 AG7829                          STATION RECOVERY (2005)
 AG7829
 AG7829'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (DMP)
 AG7829'THE MARK WAS NOT FOUND DUE TO ROAD WIDENING, THE ROAD WAS WIDENED TO
 AG7829'6-LANES.
 AG7829
 AG7829                          STATION RECOVERY (2006)
 AG7829
 AG7829'RECOVERY NOTE BY US POWER SQUADRON 2006 (KEM)
 AG7829'THIS MARKER WAS REMOVED OR COVERED BY NEW PARKING LOT
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7765 ***********************************************************************
 AG7765  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7765  DESIGNATION -  872 5769 A TIDAL
 AG7765  PID         -  AG7765
 AG7765  STATE/COUNTY-  FL/CHARLOTTE
 AG7765  COUNTRY     -  US
 AG7765  USGS QUAD   -  EL JOBEAN (2018)
 AG7765
 AG7765                         *CURRENT SURVEY CONTROL
 AG7765  ______________________________________________________________________
 AG7765* NAD 83(1986) POSITION- 26 57 40.1    (N) 082 12 41.8    (W)   HD_HELD2
 AG7765* NAVD 88 ORTHO HEIGHT -     0.882 (meters)        2.89  (feet) ADJUSTED
 AG7765  ______________________________________________________________________
 AG7765  GEOID HEIGHT    -        -23.886 (meters)                     GEOID18
 AG7765  DYNAMIC HEIGHT  -          0.881 (meters)        2.89  (feet) COMP
 AG7765  MODELED GRAVITY -    979,124.1   (mgal)                       NAVD 88
 AG7765
 AG7765  VERT ORDER      -  FIRST     CLASS II
 AG7765
 AG7765.The horizontal coordinates were established by autonomous hand held GPS
 AG7765.observations and have an estimated accuracy of +/- 10 meters.
 AG7765
 AG7765.The orthometric height was determined by differential leveling and
 AG7765.adjusted by the NATIONAL GEODETIC SURVEY
 AG7765.in February 2015.
 AG7765
 AG7765.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7765.GEOID18 height accuracy estimate available here.
 AG7765
 AG7765.This Tidal Bench Mark is designated as VM 6054
 AG7765.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7765
 AG7765.Click photographs - Photos may exist for this station.
 AG7765
 AG7765.The dynamic height is computed by dividing the NAVD 88
 AG7765.geopotential number by the normal gravity value computed on the
 AG7765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7765.degrees latitude (g = 980.6199 gals.).
 AG7765
 AG7765.The modeled gravity was interpolated from observed gravity values.
 AG7765
 AG7765;                    North         East    Units  Estimated Accuracy
 AG7765;SPC FL W     -   291,116.      178,991.      MT  (+/- 10 meters HH2 GPS)
 AG7765
 AG7765_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7974382707(NAD 83)
 AG7765
 AG7765                          SUPERSEDED SURVEY CONTROL
 AG7765
 AG7765  NAVD 88 (05/30/08)    0.884  (m)            2.90   (f) SUPERSEDED  1 2
 AG7765  NAVD 88 (06/15/91)    0.886  (m)            2.91   (f) SUPERSEDED  2 1
 AG7765
 AG7765.Superseded values are not recommended for survey control.
 AG7765
 AG7765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7765.See file dsdata.pdf to determine how the superseded data were derived.
 AG7765
 AG7765_MARKER: DJ = TIDAL STATION DISK
 AG7765_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7765_SP_SET: SEAWALL
 AG7765_STAMPING: 5769 A 1977
 AG7765_MARK LOGO: NOS
 AG7765_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7765+STABILITY: SURFACE MOTION
 AG7765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7765+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2025
 AG7765
 AG7765  HISTORY     - Date     Condition        Report By
 AG7765  HISTORY     - 1977     MONUMENTED       NOS
 AG7765  HISTORY     - 1983     GOOD             FLDNR
 AG7765  HISTORY     - 1990     GOOD             USPSQD
 AG7765  HISTORY     - 19970213 GOOD             USPSQD
 AG7765  HISTORY     - 20051107 GOOD             FLDEP
 AG7765  HISTORY     - 20061024 GOOD             USPSQD
 AG7765  HISTORY     - 20090201 GOOD             GEOCAC
 AG7765  HISTORY     - 20140313 GOOD             FLDEP
 AG7765  HISTORY     - 20240919 GOOD             FL-015
 AG7765  HISTORY     - 20250611 GOOD             FL-015
 AG7765
 AG7765                          STATION DESCRIPTION
 AG7765
 AG7765'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7765'IN EL JOBEAN.
 AG7765'THE MARK IS IN EL JOBEAN AT THE HIGHWAY BRIDGE OVER THE MYAKKA RIVER.
 AG7765'THE MARK IS SET IN THE TOP OF THE SEAWALL AT THE NORTH END OF THE
 AG7765'BRIDGE, 42 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 1.5 FEET
 AG7765'SOUTH OF THE NORTH END OF THE SEAWALL.
 AG7765
 AG7765                          STATION RECOVERY (1990)
 AG7765
 AG7765'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7765'RECOVERED IN GOOD CONDITION.
 AG7765
 AG7765                          STATION RECOVERY (1997)
 AG7765
 AG7765'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7765'RECOVERED IN GOOD CONDITION.
 AG7765
 AG7765                          STATION RECOVERY (2005)
 AG7765
 AG7765'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG7765'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AG7765'THE MARK FROM  THE JUNCTION OF STATE ROAD 776 (MCCALL ROAD) AND COUNTY
 AG7765'ROAD 771 (GASPARILLA ROAD) IN  CHARLOTTE BEACH, GO NORTHEAST ON STATE
 AG7765'ROAD 776 FOR 2.15 MI TO THE NORTH END OF THE  MYAKKA RIVER BRIDGE AND
 AG7765'THE MARK ON THE RIGHT.
 AG7765
 AG7765                          STATION RECOVERY (2006)
 AG7765
 AG7765'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7765'RECOVERED IN GOOD CONDITION.
 AG7765
 AG7765                          STATION RECOVERY (2009)
 AG7765
 AG7765'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7765'RECOVERED IN GOOD CONDITION.
 AG7765
 AG7765                          STATION RECOVERY (2014)
 AG7765
 AG7765'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 AG7765'RECOVERED AS DESCRIBED.
 AG7765
 AG7765                          STATION RECOVERY (2024)
 AG7765
 AG7765'RECOVERY NOTE BY CHARLOTTE COUNTY FLORIDA 2024 (AT)
 AG7765'RECOVERED IN GOOD CONDITION.
 AG7765
 AG7765                          STATION RECOVERY (2025)
 AG7765
 AG7765'RECOVERY NOTE BY CHARLOTTE COUNTY FLORIDA 2025 (CH)
 AG7765'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7766 ***********************************************************************
 AG7766  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7766  DESIGNATION -  872 5769 B TIDAL
 AG7766  PID         -  AG7766
 AG7766  STATE/COUNTY-  FL/CHARLOTTE
 AG7766  COUNTRY     -  US
 AG7766  USGS QUAD   -  EL JOBEAN (2018)
 AG7766
 AG7766                         *CURRENT SURVEY CONTROL
 AG7766  ______________________________________________________________________
 AG7766* NAD 83(1986) POSITION- 26 57 38.7    (N) 082 12 42.1    (W)   HD_HELD2
 AG7766* NAVD 88 ORTHO HEIGHT -     0.897 (meters)        2.94  (feet) ADJUSTED
 AG7766  ______________________________________________________________________
 AG7766  GEOID HEIGHT    -        -23.885 (meters)                     GEOID18
 AG7766  DYNAMIC HEIGHT  -          0.896 (meters)        2.94  (feet) COMP
 AG7766  MODELED GRAVITY -    979,124.1   (mgal)                       NAVD 88
 AG7766
 AG7766  VERT ORDER      -  FIRST     CLASS II
 AG7766
 AG7766.The horizontal coordinates were established by autonomous hand held GPS
 AG7766.observations and have an estimated accuracy of +/- 10 meters.
 AG7766
 AG7766.The orthometric height was determined by differential leveling and
 AG7766.adjusted by the NATIONAL GEODETIC SURVEY
 AG7766.in May 2008.
 AG7766
 AG7766.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7766.GEOID18 height accuracy estimate available here.
 AG7766
 AG7766.This Tidal Bench Mark is designated as VM 6055
 AG7766.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7766
 AG7766.Click photographs - Photos may exist for this station.
 AG7766
 AG7766.The dynamic height is computed by dividing the NAVD 88
 AG7766.geopotential number by the normal gravity value computed on the
 AG7766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7766.degrees latitude (g = 980.6199 gals.).
 AG7766
 AG7766.The modeled gravity was interpolated from observed gravity values.
 AG7766
 AG7766;                    North         East    Units  Estimated Accuracy
 AG7766;SPC FL W     -   291,073.      178,982.      MT  (+/- 10 meters HH2 GPS)
 AG7766
 AG7766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7973482664(NAD 83)
 AG7766
 AG7766                          SUPERSEDED SURVEY CONTROL
 AG7766
 AG7766  NAVD 88 (06/15/91)    0.896  (m)            2.94   (f) SUPERSEDED  2 1
 AG7766
 AG7766.Superseded values are not recommended for survey control.
 AG7766
 AG7766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7766.See file dsdata.pdf to determine how the superseded data were derived.
 AG7766
 AG7766_MARKER: DJ = TIDAL STATION DISK
 AG7766_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7766_SP_SET: SEAWALL
 AG7766_STAMPING: 5769 B 1977
 AG7766_MARK LOGO: NOS
 AG7766_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7766+STABILITY: SURFACE MOTION
 AG7766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7766+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2025
 AG7766
 AG7766  HISTORY     - Date     Condition        Report By
 AG7766  HISTORY     - 1977     MONUMENTED       NOS
 AG7766  HISTORY     - 1983     GOOD             FLDNR
 AG7766  HISTORY     - 1990     GOOD             USPSQD
 AG7766  HISTORY     - 19970213 GOOD             USPSQD
 AG7766  HISTORY     - 20051107 GOOD             FLDEP
 AG7766  HISTORY     - 20061024 GOOD             USPSQD
 AG7766  HISTORY     - 20090201 GOOD             GEOCAC
 AG7766  HISTORY     - 20140313 GOOD             FLDEP
 AG7766  HISTORY     - 20250611 GOOD             FL-015
 AG7766
 AG7766                          STATION DESCRIPTION
 AG7766
 AG7766'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7766'IN EL JOBEAN.
 AG7766'THE MARK IS IN EL JOBEAN AT THE HIGHWAY BRIDGE OVER THE MYAKKA RIVER.
 AG7766'THE MARK IS SET IN THE TOP OF THE SEAWALL NEAR THE NORTH END OF THE
 AG7766'BRIDGE, 42 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 149.5 FEET
 AG7766'SOUTH OF THE NORTH END OF THE SEAWALL.
 AG7766
 AG7766                          STATION RECOVERY (1990)
 AG7766
 AG7766'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7766'RECOVERED IN GOOD CONDITION.
 AG7766
 AG7766                          STATION RECOVERY (1997)
 AG7766
 AG7766'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7766'RECOVERED IN GOOD CONDITION.
 AG7766
 AG7766                          STATION RECOVERY (2005)
 AG7766
 AG7766'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG7766'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AG7766'THE MARK FROM  THE JUNCTION OF STATE ROAD 776 (MCCALL ROAD) AND COUNTY
 AG7766'ROAD 771 (GASPARILLA ROAD) IN  CHARLOTTE BEACH, GO NORTHEAST ON STATE
 AG7766'ROAD 776 FOR 2.1 MI TO THE NORTH END OF THE  MYAKKA RIVER BRIDGE AND
 AG7766'THE MARK ON THE RIGHT.
 AG7766
 AG7766                          STATION RECOVERY (2006)
 AG7766
 AG7766'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7766'RECOVERED IN GOOD CONDITION.
 AG7766
 AG7766                          STATION RECOVERY (2009)
 AG7766
 AG7766'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7766'RECOVERED IN GOOD CONDITION.
 AG7766
 AG7766                          STATION RECOVERY (2014)
 AG7766
 AG7766'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 AG7766'RECOVERED AS DESCRIBED.
 AG7766
 AG7766                          STATION RECOVERY (2025)
 AG7766
 AG7766'RECOVERY NOTE BY CHARLOTTE COUNTY FLORIDA 2025 (CH)
 AG7766'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7767 ***********************************************************************
 AG7767  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7767  DESIGNATION -  872 5769 C TIDAL
 AG7767  PID         -  AG7767
 AG7767  STATE/COUNTY-  FL/CHARLOTTE
 AG7767  COUNTRY     -  US
 AG7767  USGS QUAD   -  EL JOBEAN (2018)
 AG7767
 AG7767                         *CURRENT SURVEY CONTROL
 AG7767  ______________________________________________________________________
 AG7767* NAD 83(1986) POSITION- 26 57 36.9    (N) 082 12 42.6    (W)   HD_HELD2
 AG7767* NAVD 88 ORTHO HEIGHT -     0.885 (meters)        2.90  (feet) ADJUSTED
 AG7767  ______________________________________________________________________
 AG7767  GEOID HEIGHT    -        -23.885 (meters)                     GEOID18
 AG7767  DYNAMIC HEIGHT  -          0.884 (meters)        2.90  (feet) COMP
 AG7767  MODELED GRAVITY -    979,124.1   (mgal)                       NAVD 88
 AG7767
 AG7767  VERT ORDER      -  FIRST     CLASS II
 AG7767
 AG7767.The horizontal coordinates were established by autonomous hand held GPS
 AG7767.observations and have an estimated accuracy of +/- 10 meters.
 AG7767
 AG7767.The orthometric height was determined by differential leveling and
 AG7767.adjusted by the NATIONAL GEODETIC SURVEY
 AG7767.in June 1991.
 AG7767
 AG7767.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7767.GEOID18 height accuracy estimate available here.
 AG7767
 AG7767.This Tidal Bench Mark is designated as VM 6056
 AG7767.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7767
 AG7767.Click photographs - Photos may exist for this station.
 AG7767
 AG7767.The dynamic height is computed by dividing the NAVD 88
 AG7767.geopotential number by the normal gravity value computed on the
 AG7767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7767.degrees latitude (g = 980.6199 gals.).
 AG7767
 AG7767.The modeled gravity was interpolated from observed gravity values.
 AG7767
 AG7767;                    North         East    Units  Estimated Accuracy
 AG7767;SPC FL W     -   291,018.      178,968.      MT  (+/- 10 meters HH2 GPS)
 AG7767
 AG7767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7972082609(NAD 83)
 AG7767
 AG7767                          SUPERSEDED SURVEY CONTROL
 AG7767
 AG7767.No superseded survey control is available for this station.
 AG7767
 AG7767_MARKER: DJ = TIDAL STATION DISK
 AG7767_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7767_SP_SET: SEAWALL
 AG7767_STAMPING: 5769 C 1977
 AG7767_MARK LOGO: NOS
 AG7767_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7767+STABILITY: SURFACE MOTION
 AG7767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7767+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2025
 AG7767
 AG7767  HISTORY     - Date     Condition        Report By
 AG7767  HISTORY     - 1977     MONUMENTED       NOS
 AG7767  HISTORY     - 1983     GOOD             FLDNR
 AG7767  HISTORY     - 1990     GOOD             USPSQD
 AG7767  HISTORY     - 19970213 GOOD             USPSQD
 AG7767  HISTORY     - 20051107 GOOD             FLDEP
 AG7767  HISTORY     - 20061024 GOOD             USPSQD
 AG7767  HISTORY     - 20090201 GOOD             GEOCAC
 AG7767  HISTORY     - 20140313 GOOD             FLDEP
 AG7767  HISTORY     - 20250611 GOOD             FL-015
 AG7767
 AG7767                          STATION DESCRIPTION
 AG7767
 AG7767'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7767'IN EL JOBEAN.
 AG7767'THE MARK IS IN EL JOBEAN AT THE HIGHWAY BRIDGE OVER THE MYAKKA RIVER.
 AG7767'THE MARK IS SET IN THE TOP OF THE SEAWALL NEAR THE NORTH END OF THE
 AG7767'BRIDGE, 43 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 175 FEET
 AG7767'NORTHEAST OF THE NORTHWEST CORNER OF THE BRIDGE, AND 341.5 FEET SOUTH
 AG7767'OF THE NORTH END OF THE SEAWALL.
 AG7767
 AG7767                          STATION RECOVERY (1990)
 AG7767
 AG7767'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7767'RECOVERED IN GOOD CONDITION.
 AG7767
 AG7767                          STATION RECOVERY (1997)
 AG7767
 AG7767'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7767'RECOVERED IN GOOD CONDITION.
 AG7767
 AG7767                          STATION RECOVERY (2005)
 AG7767
 AG7767'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG7767'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AG7767'THE MARK FROM  THE JUNCTION OF STATE ROAD 776 (MCCALL ROAD) AND COUNTY
 AG7767'ROAD 771 (GASPARILLA ROAD) IN  CHARLOTTE BEACH, GO NORTHEAST ON STATE
 AG7767'ROAD 776 FOR 2.05 MI TO THE NORTH END OF THE  MYAKKA RIVER BRIDGE AND
 AG7767'THE MARK ON THE RIGHT.
 AG7767
 AG7767                          STATION RECOVERY (2006)
 AG7767
 AG7767'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG7767'RECOVERED IN GOOD CONDITION.
 AG7767
 AG7767                          STATION RECOVERY (2009)
 AG7767
 AG7767'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7767'RECOVERED IN GOOD CONDITION.
 AG7767
 AG7767                          STATION RECOVERY (2014)
 AG7767
 AG7767'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 AG7767'RECOVERED AS DESCRIBED.
 AG7767
 AG7767                          STATION RECOVERY (2025)
 AG7767
 AG7767'RECOVERY NOTE BY CHARLOTTE COUNTY FLORIDA 2025 (CH)
 AG7767'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7769 ***********************************************************************
 AG7769  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7769  DESIGNATION -  872 5769 D TIDAL
 AG7769  PID         -  AG7769
 AG7769  STATE/COUNTY-  FL/CHARLOTTE
 AG7769  COUNTRY     -  US
 AG7769  USGS QUAD   -  EL JOBEAN (2018)
 AG7769
 AG7769                         *CURRENT SURVEY CONTROL
 AG7769  ______________________________________________________________________
 AG7769* NAD 83(1986) POSITION- 26 57 35.5    (N) 082 12 43.6    (W)   HD_HELD2
 AG7769* NAVD 88 ORTHO HEIGHT -     5.311 (meters)       17.42  (feet) ADJUSTED
 AG7769  ______________________________________________________________________
 AG7769  GEOID HEIGHT    -        -23.884 (meters)                     GEOID18
 AG7769  DYNAMIC HEIGHT  -          5.303 (meters)       17.40  (feet) COMP
 AG7769  MODELED GRAVITY -    979,124.1   (mgal)                       NAVD 88
 AG7769
 AG7769  VERT ORDER      -  FIRST     CLASS II
 AG7769
 AG7769.The horizontal coordinates were established by autonomous hand held GPS
 AG7769.observations and have an estimated accuracy of +/- 10 meters.
 AG7769
 AG7769.The orthometric height was determined by differential leveling and
 AG7769.adjusted by the NATIONAL GEODETIC SURVEY
 AG7769.in June 1991.
 AG7769
 AG7769.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7769.GEOID18 height accuracy estimate available here.
 AG7769
 AG7769.This Tidal Bench Mark is designated as VM 6057
 AG7769.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7769
 AG7769.Click photographs - Photos may exist for this station.
 AG7769
 AG7769.The dynamic height is computed by dividing the NAVD 88
 AG7769.geopotential number by the normal gravity value computed on the
 AG7769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7769.degrees latitude (g = 980.6199 gals.).
 AG7769
 AG7769.The modeled gravity was interpolated from observed gravity values.
 AG7769
 AG7769;                    North         East    Units  Estimated Accuracy
 AG7769;SPC FL W     -   290,974.      178,941.      MT  (+/- 10 meters HH2 GPS)
 AG7769
 AG7769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7969282566(NAD 83)
 AG7769
 AG7769                          SUPERSEDED SURVEY CONTROL
 AG7769
 AG7769.No superseded survey control is available for this station.
 AG7769
 AG7769_MARKER: DD = SURVEY DISK
 AG7769_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7769_SP_SET: BRIDGE GUARD RAIL
 AG7769_STAMPING: 5769 D
 AG7769_MARK LOGO: FLSRD
 AG7769_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7769+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2014
 AG7769
 AG7769  HISTORY     - Date     Condition        Report By
 AG7769  HISTORY     - 1975     MONUMENTED       FLSRD
 AG7769  HISTORY     - 1983     GOOD             FLDNR
 AG7769  HISTORY     - 1990     GOOD             USPSQD
 AG7769  HISTORY     - 20051107 GOOD             FLDEP
 AG7769  HISTORY     - 20090201 GOOD             GEOCAC
 AG7769  HISTORY     - 20140313 GOOD             FLDEP
 AG7769
 AG7769                          STATION DESCRIPTION
 AG7769
 AG7769'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7769'IN EL JOBEAN.
 AG7769'THE MARK IS IN EL JOBEAN AT THE HIGHWAY BRIDGE OVER THE MYAKKA RIVER.
 AG7769'THE MARK IS SET IN THE TOP OF THE BRIDGE RAIL AT THE NORTHWEST CORNER
 AG7769'OF THE BRIDGE, 19 FEET WEST OF THE CENTERLINE OF THE HIGHWAY.
 AG7769'THE MARK IS 3 FT ABOVE PAVEMENT.
 AG7769
 AG7769                          STATION RECOVERY (1990)
 AG7769
 AG7769'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7769'RECOVERED IN GOOD CONDITION.
 AG7769
 AG7769                          STATION RECOVERY (2005)
 AG7769
 AG7769'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG7769'THE MARK IS IN EL JOBEAN, IN SECTION 28, TOWNSHIP 40 SOUTH, RANGE 21
 AG7769'EAST.
 AG7769'
 AG7769'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 776 (MCCALL ROAD)
 AG7769'AND COUNTY ROAD  771 (GASPARILLA ROAD) IN CHARLOTTE BEACH, GO
 AG7769'NORTHEAST ON STATE ROAD 776 FOR 2.05 MI TO  THE NORTH END OF THE
 AG7769'MYAKKA RIVER BRIDGE AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP  OF
 AG7769'A CONCRETE BRIDGE GUARD RAIL ABOUT 3.0 FT ABOVE THE LEVEL OF STATE
 AG7769'ROAD 776.
 AG7769'
 AG7769'LOCATED 17.3 FT WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF STATE
 AG7769'ROAD 776  NORTHBOUND LANES, 7.9 FT SOUTH OF THE NORTH END OF A
 AG7769'CONCRETE GUARD RAIL AND 0.8 FT  SOUTH OF THE SOUTH END OF A METAL
 AG7769'GUARD RAIL.
 AG7769
 AG7769                          STATION RECOVERY (2009)
 AG7769
 AG7769'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7769'RECOVERED IN GOOD CONDITION.
 AG7769
 AG7769                          STATION RECOVERY (2014)
 AG7769
 AG7769'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 AG7769'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1725 ***********************************************************************
 AG1725  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1725  DESIGNATION -  872 5769 TIDAL 1
 AG1725  PID         -  AG1725
 AG1725  STATE/COUNTY-  FL/CHARLOTTE
 AG1725  COUNTRY     -  US
 AG1725  USGS QUAD   -  EL JOBEAN (2018)
 AG1725
 AG1725                         *CURRENT SURVEY CONTROL
 AG1725  ______________________________________________________________________
 AG1725* NAD 83(1986) POSITION- 26 57 45.9    (N) 082 12 43.6    (W)   HD_HELD2
 AG1725* NAVD 88 ORTHO HEIGHT -     0.704 (meters)        2.31  (feet) ADJUSTED
 AG1725  ______________________________________________________________________
 AG1725  GEOID HEIGHT    -        -23.887 (meters)                     GEOID18
 AG1725  DYNAMIC HEIGHT  -          0.703 (meters)        2.31  (feet) COMP
 AG1725  MODELED GRAVITY -    979,124.2   (mgal)                       NAVD 88
 AG1725
 AG1725  VERT ORDER      -  FIRST     CLASS I
 AG1725
 AG1725.The horizontal coordinates were established by autonomous hand held GPS
 AG1725.observations and have an estimated accuracy of +/- 10 meters.
 AG1725
 AG1725.The orthometric height was determined by differential leveling and
 AG1725.adjusted by the NATIONAL GEODETIC SURVEY
 AG1725.in June 1991.
 AG1725
 AG1725.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1725.GEOID18 height accuracy estimate available here.
 AG1725
 AG1725.This Tidal Bench Mark is designated as VM 17163
 AG1725.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1725
 AG1725.Click photographs - Photos may exist for this station.
 AG1725
 AG1725.The dynamic height is computed by dividing the NAVD 88
 AG1725.geopotential number by the normal gravity value computed on the
 AG1725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1725.degrees latitude (g = 980.6199 gals.).
 AG1725
 AG1725.The modeled gravity was interpolated from observed gravity values.
 AG1725
 AG1725;                    North         East    Units  Estimated Accuracy
 AG1725;SPC FL W     -   291,295.      178,941.      MT  (+/- 10 meters HH2 GPS)
 AG1725
 AG1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7969582886(NAD 83)
 AG1725
 AG1725                          SUPERSEDED SURVEY CONTROL
 AG1725
 AG1725  NGVD 29 (??/??/92)    1.05   (m)            3.4    (f) COMPUTED    1 1
 AG1725
 AG1725.Superseded values are not recommended for survey control.
 AG1725
 AG1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1725.See file dsdata.pdf to determine how the superseded data were derived.
 AG1725
 AG1725_MARKER: DB = BENCH MARK DISK
 AG1725_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG1725_SP_SET: WALL
 AG1725_STAMPING: B.M. 1 1959
 AG1725_MARK LOGO: CGS
 AG1725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1725+STABILITY: SURFACE MOTION
 AG1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG1725+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2014
 AG1725
 AG1725  HISTORY     - Date     Condition        Report By
 AG1725  HISTORY     - 1959     MONUMENTED       CGS
 AG1725  HISTORY     - 1966     GOOD             CGS
 AG1725  HISTORY     - 1983     GOOD             FLDNR
 AG1725  HISTORY     - 19970212 GOOD             USPSQD
 AG1725  HISTORY     - 20051117 GOOD             FLDEP
 AG1725  HISTORY     - 20061024 GOOD             USPSQD
 AG1725  HISTORY     - 20140312 GOOD             FLDEP
 AG1725
 AG1725                          STATION DESCRIPTION
 AG1725
 AG1725'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG1725'AT EL JOBEAN.
 AG1725'AT EL JOBEAN, ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 771
 AG1725'FROM THE NORTH END OF THE HIGHWAY BRIDGE OVER THE MYAKKA RIVER,
 AG1725'DIRECTLY ACROSS THE HIGHWAY AND THE SEABOARD AIR LINE RAILROAD
 AG1725'FROM THE LAZY R FISHING CAMP, AT THE NORTH ONE OF TWO ABANDONED
 AG1725'CONCRETE FISH HOUSES, 56.0 FEET WEST OF THE WEST RAIL, SET
 AG1725'VERTICALLY IN THE NORTH FACE AT THE NORTHEAST CORNER OF THE
 AG1725'CONCRETE FOUNDATION OF THE FISH HOUSE, AND ABOUT 1 FOOT ABOVE
 AG1725'THE LEVEL OF THE GROUND.
 AG1725
 AG1725                          STATION RECOVERY (1983)
 AG1725
 AG1725'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG1725'RECOVERED IN GOOD CONDITION EXCEPT THE SITE OF THE FISH CAMP IS NOW A
 AG1725'CONDOMINIUM, THE OTHER ABANDONED FISH HOUSE IS NOW RUBBLE, AND THE
 AG1725'RAILROAD IS NOW ABANDONED.  THE MARK IS NOT EASILY ACCESSIBLE AS THE
 AG1725'OLD BUILDING IS SURROUNDED BY MANGROVES AND OTHER DENSE VEGETATION.
 AG1725
 AG1725                          STATION RECOVERY (1997)
 AG1725
 AG1725'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG1725'RECOVERED IN GOOD CONDITION.
 AG1725
 AG1725                          STATION RECOVERY (2005)
 AG1725
 AG1725'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (DMP)
 AG1725'THE MARK WAS FOUND IN GOOD CONDITION BUT THE AREA WAS EXTREMELY
 AG1725'OVERGROWN WITH  THICK MANGROVE AND NOT LEVELED TO AT THIS TIME.
 AG1725
 AG1725                          STATION RECOVERY (2006)
 AG1725
 AG1725'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG1725'RECOVERED IN GOOD CONDITION.
 AG1725
 AG1725                          STATION RECOVERY (2014)
 AG1725
 AG1725'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 AG1725'RECOVERED IN GOOD CONDITION.
 AG1725'
 AG1725'NOTE-WITH THE ADDITIONAL INFORMATION AS FOLLOWS, LOCATED 58.0 FT (17.7
 AG1725'M) WEST OF THE APPROXIMATE CENTERLINE OF THE FORMER RAILROAD GRADE,
 AG1725'NOW AN ASPHALT BIKE AND HIKING TRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1724 ***********************************************************************
 AG1724  DESIGNATION -  872 5769 TIDAL 2
 AG1724  PID         -  AG1724
 AG1724  STATE/COUNTY-  FL/CHARLOTTE
 AG1724  COUNTRY     -  US
 AG1724  USGS QUAD   -  EL JOBEAN (2018)
 AG1724
 AG1724                         *CURRENT SURVEY CONTROL
 AG1724  ______________________________________________________________________
 AG1724* NAD 83(1986) POSITION- 26 57 45.     (N) 082 12 44.     (W)   SCALED
 AG1724* NAVD 88 ORTHO HEIGHT -     0.777 (meters)        2.55  (feet) ADJUSTED
 AG1724  ______________________________________________________________________
 AG1724  GEOID HEIGHT    -        -23.887 (meters)                     GEOID18
 AG1724  DYNAMIC HEIGHT  -          0.776 (meters)        2.55  (feet) COMP
 AG1724  MODELED GRAVITY -    979,124.2   (mgal)                       NAVD 88
 AG1724
 AG1724  VERT ORDER      -  FIRST     CLASS I
 AG1724
 AG1724.The horizontal coordinates were scaled from a map and have
 AG1724.an estimated accuracy of +/- 6 seconds.
 AG1724
 AG1724.The orthometric height was determined by differential leveling and
 AG1724.adjusted by the NATIONAL GEODETIC SURVEY
 AG1724.in June 1991.
 AG1724
 AG1724.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1724.GEOID18 height accuracy estimate available here.
 AG1724
 AG1724.Click photographs - Photos may exist for this station.
 AG1724
 AG1724.The dynamic height is computed by dividing the NAVD 88
 AG1724.geopotential number by the normal gravity value computed on the
 AG1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1724.degrees latitude (g = 980.6199 gals.).
 AG1724
 AG1724.The modeled gravity was interpolated from observed gravity values.
 AG1724
 AG1724;                    North         East    Units  Estimated Accuracy
 AG1724;SPC FL W     -   291,270.      178,930.      MT  (+/- 180 meters Scaled)
 AG1724
 AG1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK796828(NAD 83)
 AG1724
 AG1724                          SUPERSEDED SURVEY CONTROL
 AG1724
 AG1724  NGVD 29 (??/??/92)    1.12   (m)            3.7    (f) COMPUTED    1 1
 AG1724
 AG1724.Superseded values are not recommended for survey control.
 AG1724
 AG1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1724.See file dsdata.pdf to determine how the superseded data were derived.
 AG1724
 AG1724_MARKER: DB = BENCH MARK DISK
 AG1724_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG1724_SP_SET: BUILDING FOUNDATION
 AG1724_STAMPING: BM 2 1959
 AG1724_MARK LOGO: CGS
 AG1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1724+STABILITY: SURFACE MOTION
 AG1724
 AG1724  HISTORY     - Date     Condition        Report By
 AG1724  HISTORY     - 1959     MONUMENTED       CGS
 AG1724  HISTORY     - 1966     GOOD             CGS
 AG1724  HISTORY     - 19970212 MARK NOT FOUND   USPSQD
 AG1724  HISTORY     - 20051116 MARK NOT FOUND   FLDEP
 AG1724  HISTORY     - 20061024 MARK NOT FOUND   USPSQD
 AG1724
 AG1724                          STATION DESCRIPTION
 AG1724
 AG1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG1724'AT EL JOBEAN.
 AG1724'AT EL JOBEAN, ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 771
 AG1724'FROM THE NORTH END OF THE HIGHWAY BRIDGE OVER THE MYAKKA RIVER,
 AG1724'DIRECTLY ACROSS THE HIGHWAY AND THE SEABOARD AIR LINE RAILROAD
 AG1724'FROM THE LAZY R FISHING CAMP, AT THE SOUTH ONE OF TWO ABANDONED
 AG1724'CONCRETE FISH HOUSES, 28.3 FEET WEST OF THE WEST RAIL OF THE
 AG1724'TRACK, 96.0 FEET SOUTH OF TIDAL BENCH MARK 1 DESCRIBED, SET
 AG1724'VERTICALLY IN THE NORTH FACE AT THE NORTHEAST CORNER OF THE
 AG1724'CONCRETE FOUNDATION OF THE FISH HOUSE, AND ABOUT 1 FOOT ABOVE
 AG1724'THE LEVEL OF THE GROUND.
 AG1724
 AG1724                          STATION RECOVERY (1997)
 AG1724
 AG1724'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG1724'MARK NOT FOUND.
 AG1724
 AG1724                          STATION RECOVERY (2005)
 AG1724
 AG1724'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (DMP)
 AG1724'THE MARK WAS NOT FOUND.
 AG1724
 AG1724                          STATION RECOVERY (2006)
 AG1724
 AG1724'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG1724'HOUSE BROKEN INTO CONCRETE RUBBLE, AND GROWN OVER WITH BRUSH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1723 ***********************************************************************
 AG1723  DESIGNATION -  872 5769 TIDAL 3
 AG1723  PID         -  AG1723
 AG1723  STATE/COUNTY-  FL/CHARLOTTE
 AG1723  COUNTRY     -  US
 AG1723  USGS QUAD   -  EL JOBEAN (2018)
 AG1723
 AG1723                         *CURRENT SURVEY CONTROL
 AG1723  ______________________________________________________________________
 AG1723* NAD 83(1986) POSITION- 26 57 43.     (N) 082 12 40.     (W)   SCALED
 AG1723* NAVD 88 ORTHO HEIGHT -     0.969 (meters)        3.18  (feet) ADJUSTED
 AG1723  ______________________________________________________________________
 AG1723  GEOID HEIGHT    -        -23.887 (meters)                     GEOID18
 AG1723  DYNAMIC HEIGHT  -          0.968 (meters)        3.18  (feet) COMP
 AG1723  MODELED GRAVITY -    979,124.1   (mgal)                       NAVD 88
 AG1723
 AG1723  VERT ORDER      -  FIRST     CLASS I
 AG1723
 AG1723.The horizontal coordinates were scaled from a map and have
 AG1723.an estimated accuracy of +/- 6 seconds.
 AG1723
 AG1723.The orthometric height was determined by differential leveling and
 AG1723.adjusted by the NATIONAL GEODETIC SURVEY
 AG1723.in June 1991.
 AG1723
 AG1723.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1723.GEOID18 height accuracy estimate available here.
 AG1723
 AG1723.Click photographs - Photos may exist for this station.
 AG1723
 AG1723.The dynamic height is computed by dividing the NAVD 88
 AG1723.geopotential number by the normal gravity value computed on the
 AG1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1723.degrees latitude (g = 980.6199 gals.).
 AG1723
 AG1723.The modeled gravity was interpolated from observed gravity values.
 AG1723
 AG1723;                    North         East    Units  Estimated Accuracy
 AG1723;SPC FL W     -   291,210.      179,040.      MT  (+/- 180 meters Scaled)
 AG1723
 AG1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK797827(NAD 83)
 AG1723
 AG1723                          SUPERSEDED SURVEY CONTROL
 AG1723
 AG1723  NGVD 29 (??/??/92)    1.31   (m)            4.3    (f) COMPUTED    1 1
 AG1723
 AG1723.Superseded values are not recommended for survey control.
 AG1723
 AG1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1723.See file dsdata.pdf to determine how the superseded data were derived.
 AG1723
 AG1723_MARKER: DB = BENCH MARK DISK
 AG1723_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG1723_SP_SET: SIDEWALK
 AG1723_STAMPING: BM 3 1959
 AG1723_MARK LOGO: CGS
 AG1723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1723
 AG1723  HISTORY     - Date     Condition        Report By
 AG1723  HISTORY     - 1959     MONUMENTED       CGS
 AG1723  HISTORY     - 1966     GOOD             CGS
 AG1723  HISTORY     - 19970212 MARK NOT FOUND   USPSQD
 AG1723  HISTORY     - 20051116 MARK NOT FOUND   FLDEP
 AG1723  HISTORY     - 20061024 MARK NOT FOUND   USPSQD
 AG1723
 AG1723                          STATION DESCRIPTION
 AG1723
 AG1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG1723'AT EL JOBEAN.
 AG1723'AT EL JOBEAN, ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 771
 AG1723'FROM THE NORTH END OF THE HIGHWAY BRIDGE OVER THE MYAKKA RIVER,
 AG1723'76 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT THE LAXY R
 AG1723'FISH CAMP, IN THE SIDEWALK 1.9 FEET NORTH OF THE SOUTHWEST
 AG1723'CORNER OF THE BUILDING, 39 1/2 FEET SOUTHEAST OF A TELEPHONE
 AG1723'POLE AND ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 AG1723
 AG1723                          STATION RECOVERY (1997)
 AG1723
 AG1723'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG1723'MARK NOT FOUND.
 AG1723
 AG1723                          STATION RECOVERY (2005)
 AG1723
 AG1723'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (DMP)
 AG1723'THE MARK WAS NOT FOUND.
 AG1723
 AG1723                          STATION RECOVERY (2006)
 AG1723
 AG1723'RECOVERY NOTE BY US POWER SQUADRON 2006 (GM)
 AG1723'FISH CAMP AND SIDEWALK NO LONGER EXIST, PART OF NEW FOUR LANE DIVIDED
 AG1723'HIGHWAY
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7768 ***********************************************************************
 AG7768  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7768  DESIGNATION -  872 5769 TIDAL MYAKKA
 AG7768  PID         -  AG7768
 AG7768  STATE/COUNTY-  FL/CHARLOTTE
 AG7768  COUNTRY     -  US
 AG7768  USGS QUAD   -  EL JOBEAN (2018)
 AG7768
 AG7768                         *CURRENT SURVEY CONTROL
 AG7768  ______________________________________________________________________
 AG7768* NAD 83(1990) POSITION- 26 57 35.44239(N) 082 12 43.59393(W)   ADJUSTED
 AG7768* NAVD 88 ORTHO HEIGHT -     4.267 (meters)       14.00  (feet) ADJUSTED
 AG7768  ______________________________________________________________________
 AG7768  GEOID HEIGHT    -        -23.884 (meters)                     GEOID18
 AG7768  LAPLACE CORR    -         -0.80  (seconds)                    DEFLEC18
 AG7768  DYNAMIC HEIGHT  -          4.261 (meters)       13.98  (feet) COMP
 AG7768  MODELED GRAVITY -    979,123.9   (mgal)                       NAVD 88
 AG7768
 AG7768  HORZ ORDER      -  THIRD
 AG7768  VERT ORDER      -  SECOND    CLASS I
 AG7768
 AG7768.The horizontal coordinates were established by classical geodetic methods
 AG7768.and adjusted by the National Geodetic Survey in May 1991.
 AG7768
 AG7768.The orthometric height was determined by differential leveling and
 AG7768.adjusted by the NATIONAL GEODETIC SURVEY
 AG7768.in June 1991.
 AG7768
 AG7768.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7768.GEOID18 height accuracy estimate available here.
 AG7768
 AG7768.This Tidal Bench Mark is designated as VM 6058
 AG7768.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7768
 AG7768.Click photographs - Photos may exist for this station.
 AG7768
 AG7768.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG7768
 AG7768.The dynamic height is computed by dividing the NAVD 88
 AG7768.geopotential number by the normal gravity value computed on the
 AG7768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7768.degrees latitude (g = 980.6199 gals.).
 AG7768
 AG7768.The modeled gravity was interpolated from observed gravity values.
 AG7768
 AG7768. The following values were computed from the NAD 83(1990) position.
 AG7768
 AG7768;                    North         East     Units Scale Factor Converg.
 AG7768;SPC FL W     -   290,972.695   178,940.840   MT  0.99994665   -0 05 46.2
 AG7768;SPC FL W     -   954,632.92    587,075.07   sFT  0.99994665   -0 05 46.2
 AG7768;UTM  17      - 2,982,564.729   379,692.326   MT  0.99977868   -0 32 58.5
 AG7768
 AG7768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG7768!SPC FL W     -   1.00000308  x   0.99994665  =   0.99994973
 AG7768!UTM  17      -   1.00000308  x   0.99977868  =   0.99978176
 AG7768
 AG7768:                Primary Azimuth Mark                     Grid Az
 AG7768:SPC FL W     -  PERUGINI                                 304 37 53.1
 AG7768:UTM  17      -  PERUGINI                                 305 05 05.4
 AG7768
 AG7768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7969282564(NAD 83)
 AG7768
 AG7768|---------------------------------------------------------------------|
 AG7768| PID    Reference Object                     Distance      Geod. Az  |
 AG7768|                                                           dddmmss.s |
 AG7768| AG1099 PORT CHARLOTTE TEL REL TOW          APPROX.11.6 KM 0784030.5 |
 AG7768| AG1144 PERUGINI                            APPROX. 2.4 KM 3043206.9 |
 AG7768|---------------------------------------------------------------------|
 AG7768
 AG7768                          SUPERSEDED SURVEY CONTROL
 AG7768
 AG7768  NAD 83(1986)-  26 57 35.44235(N)    082 12 43.60816(W) AD(       ) 3
 AG7768  NAD 27      -  26 57 34.22307(N)    082 12 44.27284(W) AD(       ) 3
 AG7768  NGVD 29 (07/19/86)    4.9    (m)           16.     (f) VERT ANG       
 AG7768
 AG7768.Superseded values are not recommended for survey control.
 AG7768
 AG7768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7768.See file dsdata.pdf to determine how the superseded data were derived.
 AG7768
 AG7768_MARKER: DJ = TIDAL STATION DISK
 AG7768_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7768_SP_SET: BRIDGE SIDEWALK
 AG7768_STAMPING: MYAKKA 1981
 AG7768_MARK LOGO: NOS
 AG7768_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7768
 AG7768  HISTORY     - Date     Condition        Report By
 AG7768  HISTORY     - 1981     MONUMENTED       NOS
 AG7768  HISTORY     - 1983     GOOD             FLDNR
 AG7768  HISTORY     - 1989     GOOD             USPSQD
 AG7768  HISTORY     - 1990     GOOD             USPSQD
 AG7768  HISTORY     - 19970213 GOOD             USPSQD
 AG7768  HISTORY     - 20140315 MARK NOT FOUND   FLDEP
 AG7768
 AG7768                          STATION DESCRIPTION
 AG7768
 AG7768'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 AG7768'THE STATION IS LOCATED ON THE NORTHWEST END OF THE FL 771 BRIDGE
 AG7768'OVER THE MYAKKA RIVER.
 AG7768'
 AG7768'TO REACH THE STATION FROM THE JUNCTION OF US 41 AND FL 771 IN
 AG7768'MURDOCK, GO 15.6 KM (9.7 MILES) SOUTHWEST AND SOUTH ON FL 771 TO
 AG7768'THE NORTH END OF THE BRIDGE OVER THE MYAKKA RIVER AND THE
 AG7768'STATION ON THE RIGHT.
 AG7768'
 AG7768'THE STATION IS A STANDARD NOS DISK
 AG7768'STAMPED---MYAKKA 1981---,
 AG7768'SET INTO THE TOP OF AND
 AG7768'FLUSH WITH THE SIDEWALK.  IT IS LOCATED
 AG7768'2.59 METERS (8.5 FT) NORTH FROM A BENCH MARK DISK ON THE CONCRETE
 AG7768'GUARDRAIL,
 AG7768'1.356 METERS (4.45 FT) WEST FROM THE OUTER (STREET) EDGE OF THE
 AG7768'CURB, AND
 AG7768'0.88 METERS (2.9 FT) NORTH-NORTHEAST FROM A SIGNPOST READING -
 AG7768'MYAKKA RIVER.
 AG7768'
 AG7768'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.57 METERS.
 AG7768
 AG7768                          STATION RECOVERY (1983)
 AG7768
 AG7768'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7768'IN EL JOBEAN.
 AG7768'THE MARK IS IN EL JOBEAN AT THE HIGHWAY BRIDGE OVER THE MYAKKA RIVER.
 AG7768'THE MARK IS SET IN THE SIDEWALK AT THE NORTH END OF THE BRIDGE, 18.5
 AG7768'FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AND 1.8 FEET NORTHEAST OF
 AG7768'THE NORTH END OF THE BRIDGE RAILING.
 AG7768'THE MARK IS 1 FT ABOVE PAVEMENT.
 AG7768
 AG7768                          STATION RECOVERY (1989)
 AG7768
 AG7768'RECOVERY NOTE BY US POWER SQUADRON 1989 (CFR)
 AG7768'RECOVERED IN GOOD CONDITION.
 AG7768
 AG7768                          STATION RECOVERY (1990)
 AG7768
 AG7768'RECOVERY NOTE BY US POWER SQUADRON 1990 (AEI)
 AG7768'RECOVERED IN GOOD CONDITION.
 AG7768
 AG7768                          STATION RECOVERY (1997)
 AG7768
 AG7768'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7768'RECOVERED IN GOOD CONDITION.
 AG7768
 AG7768                          STATION RECOVERY (2014)
 AG7768
 AG7768'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 AG7768'NOT RECOVERED.
 AG7768'
 AG7768'NOTE-A NEW METAL GUARDRAIL WITH ASPHALT PAVING HAS BEEN CONSTRUCTED AT
 AG7768'THE LOCATION OF THE STATION AS DETERMINED BY THE REFERENCE DISTANCES
 AG7768'IN THE ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7871 ***********************************************************************
 AD7871  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7871  DESIGNATION -  872 5781 B TIDAL
 AD7871  PID         -  AD7871
 AD7871  STATE/COUNTY-  FL/CHARLOTTE
 AD7871  COUNTRY     -  US
 AD7871  USGS QUAD   -  CLEVELAND (2018)
 AD7871
 AD7871                         *CURRENT SURVEY CONTROL
 AD7871  ______________________________________________________________________
 AD7871* NAD 83(1986) POSITION- 26 58 49.     (N) 081 57 39.     (W)   SCALED
 AD7871* NAVD 88 ORTHO HEIGHT -     1.239 (meters)        4.07  (feet) POSTED
 AD7871  ______________________________________________________________________
 AD7871  GEOID HEIGHT    -        -24.171 (meters)                     GEOID18
 AD7871  DYNAMIC HEIGHT  -          1.24  (meters)        4.1   (feet) COMP
 AD7871  MODELED GRAVITY -    979,111.9   (mgal)                       NAVD 88
 AD7871
 AD7871  VERT ORDER      -  * POSTED, SEE BELOW
 AD7871
 AD7871.The horizontal coordinates were scaled from a map and have
 AD7871.an estimated accuracy of +/- 6 seconds.
 AD7871
 AD7871.The orthometric height was determined by differential leveling
 AD7871.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7871
 AD7871.* This is a POSTED BENCH MARK height.
 AD7871
 AD7871.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7871.GEOID18 height accuracy estimate available here.
 AD7871
 AD7871.This Tidal Bench Mark is designated as VM 6060
 AD7871.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7871
 AD7871.This Tidal Bench Mark is designated as VM 16406
 AD7871.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7871
 AD7871.Click photographs - Photos may exist for this station.
 AD7871
 AD7871.The dynamic height is computed by dividing the NAVD 88
 AD7871.geopotential number by the normal gravity value computed on the
 AD7871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7871.degrees latitude (g = 980.6199 gals.).
 AD7871
 AD7871.The modeled gravity was interpolated from observed gravity values.
 AD7871
 AD7871;                    North         East    Units  Estimated Accuracy
 AD7871;SPC FL W     -   293,220.      203,890.      MT  (+/- 180 meters Scaled)
 AD7871
 AD7871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK046846(NAD 83)
 AD7871
 AD7871                          SUPERSEDED SURVEY CONTROL
 AD7871
 AD7871  NGVD 29 (09/01/92)    1.584  (m)            5.20   (f) ADJUSTED    2 1
 AD7871
 AD7871.Superseded values are not recommended for survey control.
 AD7871
 AD7871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7871.See file dsdata.pdf to determine how the superseded data were derived.
 AD7871
 AD7871_MARKER: DB = BENCH MARK DISK
 AD7871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7871_STAMPING: 5781 B
 AD7871_MARK LOGO: FLDT
 AD7871_PROJECTION: FLUSH
 AD7871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7871+STABILITY: SURFACE MOTION
 AD7871
 AD7871  HISTORY     - Date     Condition        Report By
 AD7871  HISTORY     - UNK      MONUMENTED       FLDT
 AD7871  HISTORY     - 1984     GOOD             FLDNR
 AD7871
 AD7871                          STATION DESCRIPTION
 AD7871
 AD7871'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7871'6.95 MI NE FROM PUNTA GORDA.
 AD7871'BEGIN AT THE JUNCTION OF U.S. HIGHWAY 17 WITH U.S. HIGHWAY 41, GO
 AD7871'6.95 MILES NORTHEAST ON U.S. 17 TO A PRIVATE DRIVE JUST NORTH OF THE
 AD7871'BRIDGE OVER SHELL CREEK.  THE MARK BEARS 94.5 FEET WEST OF THE
 AD7871'CENTERLINE OF THE HIGHWAY, 8.6 FEET NORTH OF THE CENTERLINE OF THE
 AD7871'DRIVE, 9.5 FEET EAST OF A POWER POLE, AND 1.2 FEET SOUTH OF A WITNESS
 AD7871'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR2045 ***********************************************************************
 DR2045  DESIGNATION -  872 5781 G
 DR2045  PID         -  DR2045
 DR2045  STATE/COUNTY-  FL/CHARLOTTE
 DR2045  COUNTRY     -  US
 DR2045  USGS QUAD   -  CLEVELAND (2018)
 DR2045
 DR2045                         *CURRENT SURVEY CONTROL
 DR2045  ______________________________________________________________________
 DR2045* NAD 83(1986) POSITION- 26 58 52.89   (N) 081 57 32.99   (W)   HD_HELD1
 DR2045* NAVD 88 ORTHO HEIGHT -     5.005 (meters)       16.42  (feet) ADJUSTED
 DR2045  ______________________________________________________________________
 DR2045  GEOID HEIGHT    -        -24.174 (meters)                     GEOID18
 DR2045  DYNAMIC HEIGHT  -          4.997 (meters)       16.39  (feet) COMP
 DR2045  MODELED GRAVITY -    979,111.9   (mgal)                       NAVD 88
 DR2045
 DR2045  VERT ORDER      -  FIRST     CLASS II
 DR2045
 DR2045.The horizontal coordinates were determined by differentially corrected
 DR2045.hand held GPS observations or other comparable positioning techniques
 DR2045.and have an estimated accuracy of +/- 3 meters.
 DR2045
 DR2045.The orthometric height was determined by differential leveling and
 DR2045.adjusted by the NATIONAL GEODETIC SURVEY
 DR2045.in March 2020.
 DR2045
 DR2045.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR2045.GEOID18 height accuracy estimate available here.
 DR2045
 DR2045.Click photographs - Photos may exist for this station.
 DR2045
 DR2045.The dynamic height is computed by dividing the NAVD 88
 DR2045.geopotential number by the normal gravity value computed on the
 DR2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR2045.degrees latitude (g = 980.6199 gals.).
 DR2045
 DR2045.The modeled gravity was interpolated from observed gravity values.
 DR2045
 DR2045;                    North         East    Units  Estimated Accuracy
 DR2045;SPC FL W     -   293,339.3     204,053.6     MT  (+/- 3 meters HH1 GPS) 
 DR2045
 DR2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0481884731(NAD 83)
 DR2045
 DR2045                          SUPERSEDED SURVEY CONTROL
 DR2045
 DR2045.No superseded survey control is available for this station.
 DR2045
 DR2045_MARKER: DJ = TIDAL STATION DISK
 DR2045_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DR2045_SP_SET: BRIDGE ABUTMENT
 DR2045_STAMPING: 5781 G 2008
 DR2045_MARK LOGO: FLDEP
 DR2045_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR2045_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR2045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR2045+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2018
 DR2045
 DR2045  HISTORY     - Date     Condition        Report By
 DR2045  HISTORY     - 2008     MONUMENTED       HSS
 DR2045  HISTORY     - 20180213 GOOD             FL-015
 DR2045
 DR2045                          STATION DESCRIPTION
 DR2045
 DR2045'DESCRIBED BY CHARLOTTE COUNTY FLORIDA 2018 (MTE)
 DR2045'THE STATION IS LOCATED ABOUT 7.3 MI (11.7 KM) SOUTH OF FORT OGDEN, 6.4
 DR2045'MI (10.3 KM) NORTHEAST OF PUNTA GORDA AND 2.1 MI (3.4 KM) NORTHEAST OF
 DR2045'CLEVELAND.
 DR2045'
 DR2045'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 17 AND THE
 DR2045'INTERSTATE 75 OVERPASS ABOUT 2.0 MI (3.2 KM) EAST OF PUNTA GORDA, GO
 DR2045'NORTHEAST ON U.S. HIGHWAY 17 FOR 5.0 MI (8.0 KM) TO THE MARK ON THE
 DR2045'LEFT, SET IN THE TOP OF A CONCRETE BRIDGE ABUTMENT ABOUT 2.0 FT (0.6
 DR2045'M) BELOW THE LEVEL OF U.S. HIGHWAY 17 NORTHBOUND LANES.
 DR2045'
 DR2045'THE MARK IS LOCATED 51.8 FT (15.8 M) EAST OF THE CENTERLINE OF U.S.
 DR2045'HIGHWAY 17 SOUTHBOUND LANES, 20.3 FT (6.2 M) WEST OF THE CENTERLINE OF
 DR2045'U.S. HIGHWAY 17 NORTHBOUND LANES, 16.1 FT (4.9 M) SOUTH OF THE NORTH
 DR2045'END OF A CONCRETE BARRIER WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1491 ***********************************************************************
 AD1491  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1491  DESIGNATION -  872 5781 TIDAL 1
 AD1491  PID         -  AD1491
 AD1491  STATE/COUNTY-  FL/CHARLOTTE
 AD1491  COUNTRY     -  US
 AD1491  USGS QUAD   -  CLEVELAND (2018)
 AD1491
 AD1491                         *CURRENT SURVEY CONTROL
 AD1491  ______________________________________________________________________
 AD1491* NAD 83(1986) POSITION- 26 58 44.     (N) 081 57 32.     (W)   SCALED
 AD1491* NAVD 88 ORTHO HEIGHT -     3.222 (meters)       10.57  (feet) ADJUSTED
 AD1491  ______________________________________________________________________
 AD1491  GEOID HEIGHT    -        -24.172 (meters)                     GEOID18
 AD1491  DYNAMIC HEIGHT  -          3.217 (meters)       10.55  (feet) COMP
 AD1491  MODELED GRAVITY -    979,111.7   (mgal)                       NAVD 88
 AD1491
 AD1491  VERT ORDER      -  FIRST     CLASS I
 AD1491
 AD1491.The horizontal coordinates were scaled from a map and have
 AD1491.an estimated accuracy of +/- 6 seconds.
 AD1491
 AD1491.The orthometric height was determined by differential leveling and
 AD1491.adjusted by the NATIONAL GEODETIC SURVEY
 AD1491.in June 1991.
 AD1491
 AD1491.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1491.GEOID18 height accuracy estimate available here.
 AD1491
 AD1491.This Tidal Bench Mark is designated as VM 6061
 AD1491.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1491
 AD1491.Click photographs - Photos may exist for this station.
 AD1491
 AD1491.The dynamic height is computed by dividing the NAVD 88
 AD1491.geopotential number by the normal gravity value computed on the
 AD1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1491.degrees latitude (g = 980.6199 gals.).
 AD1491
 AD1491.The modeled gravity was interpolated from observed gravity values.
 AD1491
 AD1491;                    North         East    Units  Estimated Accuracy
 AD1491;SPC FL W     -   293,070.      204,080.      MT  (+/- 180 meters Scaled)
 AD1491
 AD1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK048844(NAD 83)
 AD1491
 AD1491                          SUPERSEDED SURVEY CONTROL
 AD1491
 AD1491  NGVD 29 (??/??/92)    3.569  (m)           11.71   (f) SUPERSEDED  1 1
 AD1491  NGVD 29 (09/01/92)    3.569  (m)           11.71   (f) ADJUSTED    1 1
 AD1491
 AD1491.Superseded values are not recommended for survey control.
 AD1491
 AD1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1491.See file dsdata.pdf to determine how the superseded data were derived.
 AD1491
 AD1491_MARKER: DB = BENCH MARK DISK
 AD1491_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AD1491_SP_SET: BRIDGE ABUTMENT
 AD1491_STAMPING: BM 1 1956
 AD1491_MARK LOGO: CGS
 AD1491_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AD1491
 AD1491  HISTORY     - Date     Condition        Report By
 AD1491  HISTORY     - 1956     MONUMENTED       CGS
 AD1491  HISTORY     - 1966     GOOD             CGS
 AD1491  HISTORY     - 1979     GOOD             NGS
 AD1491  HISTORY     - 1984     GOOD             FLDNR
 AD1491  HISTORY     - 19910620 MARK NOT FOUND   USPSQD
 AD1491  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 AD1491
 AD1491                          STATION DESCRIPTION
 AD1491
 AD1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AD1491'6.8 MI NE FROM PUNTA GORDA.
 AD1491'ABOUT 6.8 MILES NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 AD1491'OF U.S. HIGHWAY 41 AT PUNTA GORDA, 0.2 MILE NORTH OF THE JUNCTION
 AD1491'OF RIVERSIDE DRIVE, SET IN THE TOP AT THE EAST END OF THE SOUTH
 AD1491'CONCRETE ABUTMENT OF HIGHWAY OVER SHELL CREEK, 16 FEET EAST OF THE
 AD1491'CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AD1491'HIGHWAY.
 AD1491
 AD1491                          STATION RECOVERY (1979)
 AD1491
 AD1491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AD1491'RECOVERED IN GOOD CONDITION.
 AD1491
 AD1491                          STATION RECOVERY (1984)
 AD1491
 AD1491'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1491'RECOVERED IN GOOD CONDITION EXCEPT THE BM AND 1956 IN THE STAMPING
 AD1491'HAVE BEEN OBLITERATED.
 AD1491
 AD1491                          STATION RECOVERY (1991)
 AD1491
 AD1491'RECOVERY NOTE BY US POWER SQUADRON 1991 (PRS)
 AD1491'MARK NOT FOUND.
 AD1491
 AD1491                          STATION RECOVERY (1997)
 AD1491
 AD1491'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD1491'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7872 ***********************************************************************
 AD7872  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7872  DESIGNATION -  872 5781 TIDAL 1 RESET
 AD7872  PID         -  AD7872
 AD7872  STATE/COUNTY-  FL/CHARLOTTE
 AD7872  COUNTRY     -  US
 AD7872  USGS QUAD   -  CLEVELAND (2018)
 AD7872
 AD7872                         *CURRENT SURVEY CONTROL
 AD7872  ______________________________________________________________________
 AD7872* NAD 83(1986) POSITION- 26 58 45.     (N) 081 57 38.     (W)   SCALED
 AD7872* NAVD 88 ORTHO HEIGHT -     0.818 (meters)        2.68  (feet) POSTED
 AD7872  ______________________________________________________________________
 AD7872  GEOID HEIGHT    -        -24.170 (meters)                     GEOID18
 AD7872  DYNAMIC HEIGHT  -          0.82  (meters)        2.7   (feet) COMP
 AD7872  MODELED GRAVITY -    979,111.8   (mgal)                       NAVD 88
 AD7872
 AD7872  VERT ORDER      -  * POSTED, SEE BELOW
 AD7872
 AD7872.The horizontal coordinates were scaled from a map and have
 AD7872.an estimated accuracy of +/- 6 seconds.
 AD7872
 AD7872.The orthometric height was determined by differential leveling
 AD7872.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7872
 AD7872.* This is a POSTED BENCH MARK height.
 AD7872
 AD7872.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7872.GEOID18 height accuracy estimate available here.
 AD7872
 AD7872.This Tidal Bench Mark is designated as VM 6064
 AD7872.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7872
 AD7872.Click photographs - Photos may exist for this station.
 AD7872
 AD7872.The dynamic height is computed by dividing the NAVD 88
 AD7872.geopotential number by the normal gravity value computed on the
 AD7872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7872.degrees latitude (g = 980.6199 gals.).
 AD7872
 AD7872.The modeled gravity was interpolated from observed gravity values.
 AD7872
 AD7872;                    North         East    Units  Estimated Accuracy
 AD7872;SPC FL W     -   293,100.      203,920.      MT  (+/- 180 meters Scaled)
 AD7872
 AD7872_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK046844(NAD 83)
 AD7872
 AD7872                          SUPERSEDED SURVEY CONTROL
 AD7872
 AD7872  NGVD 29 (01/31/13)    1.165  (m)            3.82   (f) SUPERSEDED  3 0
 AD7872  NGVD 29 (09/01/92)    1.165  (m)            3.82   (f) ADJUSTED    2 1
 AD7872
 AD7872.Superseded values are not recommended for survey control.
 AD7872
 AD7872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7872.See file dsdata.pdf to determine how the superseded data were derived.
 AD7872
 AD7872_MARKER: DV = VERTICAL CONTROL DISK
 AD7872_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD7872_SP_SET: BOAT RAMP
 AD7872_STAMPING: BM 1 1984 RESET
 AD7872_MARK LOGO: NGS
 AD7872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD7872
 AD7872  HISTORY     - Date     Condition        Report By
 AD7872  HISTORY     - 1984     MONUMENTED       NGS
 AD7872  HISTORY     - 1984     GOOD             FLDNR
 AD7872  HISTORY     - 19910620 GOOD             USPSQD
 AD7872  HISTORY     - 19970522 GOOD             USPSQD
 AD7872
 AD7872                          STATION DESCRIPTION
 AD7872
 AD7872'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AD7872'11.3 KM (7.00 MI) NE FROM PUNTA GORDA.
 AD7872'8.00 KM (4.95 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM ITS JUNCTION
 AD7872'WITH INTERSTATE HIGHWAY 75, THAT IS ABOUT 3.20 KM (2.00 MI) NORTHEAST
 AD7872'OF PUNTA GORDA, 65.3 FEET (19.90 M) SOUTHEAST OF THE CENTER OF BRIDGE
 AD7872'OVER SHELL CREEK, 27.0 FEET (8.23 M) SOUTHWEST OF THE SOUTHWEST EDGE
 AD7872'OF SHELL CREEK, 28.5 FEET (8.69 M) NORTHWEST OF A WOODEN POWERLINE
 AD7872'POLE, AND AT THE SOUTH END AND CENTER OF A CONCRETE BOAT RAMP.
 AD7872'THE MARK IS 14.7 METERS  NW FROM  A WITNESS POST
 AD7872'THE MARK IS 8.0 M BELOW BRIDGE.
 AD7872
 AD7872                          STATION RECOVERY (1984)
 AD7872
 AD7872'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD7872'6.8 MI NE FROM PUNTA GORDA.
 AD7872'RECOVERED IN GOOD CONDITION EXCEPT THE MARK BEARS 29.2 FEET EAST OF
 AD7872'BENCH MARK BM 1 1956, 27.2 FEET WEST-NORTHWEST OF A POWER POLE, 14.5
 AD7872'FEET WEST-NORTHWEST OF A WITNESS POST, AND IS SET FLUSH IN THE CENTER
 AD7872'OF THE EDGE OF A CONCRETE BOAT RAMP.  THE MARK IS A RESET MARK SET BY
 AD7872'NGS TO REPLACE BENCH MARK BM 1 1956.
 AD7872
 AD7872                          STATION RECOVERY (1991)
 AD7872
 AD7872'RECOVERY NOTE BY US POWER SQUADRON 1991 (PRS)
 AD7872'RECOVERED IN GOOD CONDITION.
 AD7872
 AD7872                          STATION RECOVERY (1997)
 AD7872
 AD7872'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7872'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7870 ***********************************************************************
 AD7870  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7870  DESIGNATION -  872 5781 TIDAL 2 RESET
 AD7870  PID         -  AD7870
 AD7870  STATE/COUNTY-  FL/CHARLOTTE
 AD7870  COUNTRY     -  US
 AD7870  USGS QUAD   -  CLEVELAND (2018)
 AD7870
 AD7870                         *CURRENT SURVEY CONTROL
 AD7870  ______________________________________________________________________
 AD7870* NAD 83(1986) POSITION- 26 58 58.     (N) 081 57 38.     (W)   SCALED
 AD7870* NAVD 88 ORTHO HEIGHT -     0.592 (meters)        1.94  (feet) POSTED
 AD7870  ______________________________________________________________________
 AD7870  GEOID HEIGHT    -        -24.174 (meters)                     GEOID18
 AD7870  DYNAMIC HEIGHT  -          0.59  (meters)        1.9   (feet) COMP
 AD7870  MODELED GRAVITY -    979,112.1   (mgal)                       NAVD 88
 AD7870
 AD7870  VERT ORDER      -  * POSTED, SEE BELOW
 AD7870
 AD7870.The horizontal coordinates were scaled from a map and have
 AD7870.an estimated accuracy of +/- 6 seconds.
 AD7870
 AD7870.The orthometric height was determined by differential leveling
 AD7870.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7870
 AD7870.* This is a POSTED BENCH MARK height.
 AD7870
 AD7870.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7870.GEOID18 height accuracy estimate available here.
 AD7870
 AD7870.This Tidal Bench Mark is designated as VM 6066
 AD7870.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7870
 AD7870.Click photographs - Photos may exist for this station.
 AD7870
 AD7870.The dynamic height is computed by dividing the NAVD 88
 AD7870.geopotential number by the normal gravity value computed on the
 AD7870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7870.degrees latitude (g = 980.6199 gals.).
 AD7870
 AD7870.The modeled gravity was interpolated from observed gravity values.
 AD7870
 AD7870;                    North         East    Units  Estimated Accuracy
 AD7870;SPC FL W     -   293,500.      203,920.      MT  (+/- 180 meters Scaled)
 AD7870
 AD7870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK046848(NAD 83)
 AD7870
 AD7870                          SUPERSEDED SURVEY CONTROL
 AD7870
 AD7870  NGVD 29 (01/31/13)    0.936  (m)            3.07   (f) SUPERSEDED  3 0
 AD7870  NGVD 29 (09/01/92)    0.937  (m)            3.07   (f) ADJUSTED    2 1
 AD7870
 AD7870.Superseded values are not recommended for survey control.
 AD7870
 AD7870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7870.See file dsdata.pdf to determine how the superseded data were derived.
 AD7870
 AD7870_MARKER: DV = VERTICAL CONTROL DISK
 AD7870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AD7870_STAMPING: BM 2 1984 RESET
 AD7870_MARK LOGO: NGS
 AD7870_PROJECTION: FLUSH
 AD7870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7870+STABILITY: SURFACE MOTION
 AD7870
 AD7870  HISTORY     - Date     Condition        Report By
 AD7870  HISTORY     - 1984     MONUMENTED       NGS
 AD7870  HISTORY     - 1984     GOOD             FLDNR
 AD7870  HISTORY     - 19910620 MARK NOT FOUND   USPSQD
 AD7870  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 AD7870
 AD7870                          STATION DESCRIPTION
 AD7870
 AD7870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 AD7870'11.4 KM (7.10 MI) NE FROM PUNTA GORDA.
 AD7870'8.16 KM (5.05 MI) NORTHEAST ALONG U.S. HIGHWAY 17 FROM ITS JUNCTION
 AD7870'WITH INTERSTATE HIGHWAY 75 THAT IS ABOUT 3.2 KM (2.00 MI) NORTHEAST
 AD7870'OF PUNTA GORDA, 75.3 FEET (22.95 M) SOUTHEAST OF THE CENTER OF BRIDGE
 AD7870'OVER SHELL CREEK, 41.0 FEET (12.50 M) SOUTHWEST OF THE SOUTHWEST EDGE
 AD7870'OF SHELL CREEK, 21.0 FEET (6.40 M) SOUTHWEST OF THE SOUTHWEST ONE OF
 AD7870'6 PALM TREES, AND 2.5 FEET (0.76 M) NORTHWEST OF A POWERLINE POLE.
 AD7870'THE MARK IS 1 METERS  SW FROM  A WITNESS POST
 AD7870'THE MARK IS 8.0 M BELOW HIGHWAY.
 AD7870
 AD7870                          STATION RECOVERY (1984)
 AD7870
 AD7870'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD7870'6.95 MI NE FROM PUNTA GORDA.
 AD7870'RECOVERED IN GOOD CONDITION EXCEPT THE MARK BEARS 72 FEET SOUTHEAST
 AD7870'OF BENCH MARK BM 2 1956, 2.2 FEET WEST OF A POWER POLE, AND 1 FOOT
 AD7870'SOUTH OF A WITNESS POST.  THE MARK IS A RESET MARK SET BY NGS TO
 AD7870'REPLACE BENCH MARK BM 2 1956.
 AD7870
 AD7870                          STATION RECOVERY (1991)
 AD7870
 AD7870'RECOVERY NOTE BY US POWER SQUADRON 1991 (PRS)
 AD7870'MARK NOT FOUND.
 AD7870
 AD7870                          STATION RECOVERY (1997)
 AD7870
 AD7870'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7870'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1489 ***********************************************************************
 AD1489  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1489  DESIGNATION -  872 5781 TIDAL 3
 AD1489  PID         -  AD1489
 AD1489  STATE/COUNTY-  FL/CHARLOTTE
 AD1489  COUNTRY     -  US
 AD1489  USGS QUAD   -  CLEVELAND (2018)
 AD1489
 AD1489                         *CURRENT SURVEY CONTROL
 AD1489  ______________________________________________________________________
 AD1489* NAD 83(1986) POSITION- 26 58 48.     (N) 081 57 32.     (W)   SCALED
 AD1489* NAVD 88 ORTHO HEIGHT -     3.227 (meters)       10.59  (feet) ADJUSTED
 AD1489  ______________________________________________________________________
 AD1489  GEOID HEIGHT    -        -24.173 (meters)                     GEOID18
 AD1489  DYNAMIC HEIGHT  -          3.222 (meters)       10.57  (feet) COMP
 AD1489  MODELED GRAVITY -    979,111.8   (mgal)                       NAVD 88
 AD1489
 AD1489  VERT ORDER      -  FIRST     CLASS I
 AD1489
 AD1489.The horizontal coordinates were scaled from a map and have
 AD1489.an estimated accuracy of +/- 6 seconds.
 AD1489
 AD1489.The orthometric height was determined by differential leveling and
 AD1489.adjusted by the NATIONAL GEODETIC SURVEY
 AD1489.in June 1991.
 AD1489
 AD1489.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1489.GEOID18 height accuracy estimate available here.
 AD1489
 AD1489.This Tidal Bench Mark is designated as VM 7063
 AD1489.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1489
 AD1489.Click photographs - Photos may exist for this station.
 AD1489
 AD1489.The dynamic height is computed by dividing the NAVD 88
 AD1489.geopotential number by the normal gravity value computed on the
 AD1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1489.degrees latitude (g = 980.6199 gals.).
 AD1489
 AD1489.The modeled gravity was interpolated from observed gravity values.
 AD1489
 AD1489;                    North         East    Units  Estimated Accuracy
 AD1489;SPC FL W     -   293,190.      204,080.      MT  (+/- 180 meters Scaled)
 AD1489
 AD1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK048845(NAD 83)
 AD1489
 AD1489                          SUPERSEDED SURVEY CONTROL
 AD1489
 AD1489  NGVD 29 (??/??/92)    3.572  (m)           11.72   (f) SUPERSEDED  1 1
 AD1489  NGVD 29 (09/01/92)    3.572  (m)           11.72   (f) ADJUSTED    1 1
 AD1489
 AD1489.Superseded values are not recommended for survey control.
 AD1489
 AD1489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1489.See file dsdata.pdf to determine how the superseded data were derived.
 AD1489
 AD1489_STAMPING: B M 3
 AD1489_MARK LOGO: FLDT
 AD1489
 AD1489  HISTORY     - Date     Condition        Report By
 AD1489  HISTORY     - UNK      MONUMENTED       FLDT
 AD1489  HISTORY     - 1966     GOOD             CGS
 AD1489  HISTORY     - 1979     GOOD             NGS
 AD1489  HISTORY     - 1984     GOOD             FLDNR
 AD1489  HISTORY     - 20180201 MARK NOT FOUND   HSS
 AD1489
 AD1489                          STATION DESCRIPTION
 AD1489
 AD1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AD1489'6.9 MI NE FROM PUNTA GORDA.
 AD1489'ABOUT 6.9 MILES NORTHEAST ALONG U.S. HIGHWAY 17 FROM THE JUNCTION
 AD1489'OF U.S. HIGHWAY 41 AT PUNTA GORDA, 0.3 MILE NORTH OF THE
 AD1489'JUNCTION OF RIVERSIDE DRIVE, IN SECTION 19, R 24 E, T 40 S,
 AD1489'SET IN THE TOP AT THE WEST END OF THE NORTH CONCRETE ABUTMENT
 AD1489'OF HIGHWAY BRIDGE OVER SHELL CREEK, 15.5 FEET WEST OF THE CENTER
 AD1489'LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AD1489'HIGHWAY.
 AD1489
 AD1489                          STATION RECOVERY (1979)
 AD1489
 AD1489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 AD1489'RECOVERED IN GOOD CONDITION.
 AD1489
 AD1489                          STATION RECOVERY (1984)
 AD1489
 AD1489'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1489'RECOVERED IN GOOD CONDITION EXCEPT THE BM IN THE STAMPING HAS BEEN
 AD1489'OBLITERATED.
 AD1489
 AD1489                          STATION RECOVERY (2018)
 AD1489
 AD1489'RECOVERY NOTE BY HYATT SURVEY SERVICES 2018 (MTE)
 AD1489'NOT RECOVERED.
 AD1489'
 AD1489'NOTE-THE STRUCTURE INTO WHICH THE STATION WAS SET HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1495 ***********************************************************************
 AD1495  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1495  DESIGNATION -  872 5791 1
 AD1495  PID         -  AD1495
 AD1495  STATE/COUNTY-  FL/CHARLOTTE
 AD1495  COUNTRY     -  US
 AD1495  USGS QUAD   -  CLEVELAND (2018)
 AD1495
 AD1495                         *CURRENT SURVEY CONTROL
 AD1495  ______________________________________________________________________
 AD1495* NAD 83(1986) POSITION- 26 59 17.9    (N) 081 59 40.7    (W)   HD_HELD2
 AD1495* NAVD 88 ORTHO HEIGHT -     1.681 (meters)        5.52  (feet) ADJUSTED
 AD1495  ______________________________________________________________________
 AD1495  GEOID HEIGHT    -        -24.138 (meters)                     GEOID18
 AD1495  DYNAMIC HEIGHT  -          1.678 (meters)        5.51  (feet) COMP
 AD1495  MODELED GRAVITY -    979,114.1   (mgal)                       NAVD 88
 AD1495
 AD1495  VERT ORDER      -  FIRST     CLASS I
 AD1495
 AD1495.The horizontal coordinates were established by autonomous hand held GPS
 AD1495.observations and have an estimated accuracy of +/- 10 meters.
 AD1495
 AD1495.The orthometric height was determined by differential leveling and
 AD1495.adjusted by the NATIONAL GEODETIC SURVEY
 AD1495.in June 1991.
 AD1495
 AD1495.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1495.GEOID18 height accuracy estimate available here.
 AD1495
 AD1495.This Tidal Bench Mark is designated as VM 6074
 AD1495.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1495
 AD1495.Click photographs - Photos may exist for this station.
 AD1495
 AD1495.The dynamic height is computed by dividing the NAVD 88
 AD1495.geopotential number by the normal gravity value computed on the
 AD1495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1495.degrees latitude (g = 980.6199 gals.).
 AD1495
 AD1495.The modeled gravity was interpolated from observed gravity values.
 AD1495
 AD1495;                    North         East    Units  Estimated Accuracy
 AD1495;SPC FL W     -   294,108.      200,532.      MT  (+/- 10 meters HH2 GPS)
 AD1495
 AD1495_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0130385528(NAD 83)
 AD1495
 AD1495                          SUPERSEDED SURVEY CONTROL
 AD1495
 AD1495  NGVD 29 (??/??/92)    2.026  (m)            6.65   (f) SUPERSEDED  1 1
 AD1495  NGVD 29 (09/01/92)    2.026  (m)            6.65   (f) ADJUSTED    1 1
 AD1495
 AD1495.Superseded values are not recommended for survey control.
 AD1495
 AD1495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1495.See file dsdata.pdf to determine how the superseded data were derived.
 AD1495
 AD1495_MARKER: DB = BENCH MARK DISK
 AD1495_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD1495_SP_SET: SIDEWALK
 AD1495_STAMPING: BM 1
 AD1495_MARK LOGO: CGS
 AD1495_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1495_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1495_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD1495+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2008
 AD1495
 AD1495  HISTORY     - Date     Condition        Report By
 AD1495  HISTORY     - UNK      MONUMENTED       CGS
 AD1495  HISTORY     - 1966     GOOD             CGS
 AD1495  HISTORY     - 1984     GOOD             FLDNR
 AD1495  HISTORY     - 20080805 GOOD             FLDEP
 AD1495
 AD1495                          STATION DESCRIPTION
 AD1495
 AD1495'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AD1495'8.4 MI NE FROM PUNTA GORDA.
 AD1495'ABOUT 2.65 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AD1495'JUNCTION OF U.S. HIGHWAY 17 AT PUNTA GORDA, THENCE ABOUT 4.6
 AD1495'MILES EAST ALONG STATE HIGHWAY 776, THENCE ABOUT 0.3 MILE EAST
 AD1495'ALONG SUNNYBROOK DRIVE, THENCE ABOUT 0.3 MILE NORTH ALONG
 AD1495'BROADPOINT DRIVE, THENCE ABOUT 0.6 MILE EAST ALONG N. SAN MARINO
 AD1495'DRIVE, AT THE HARBOR HEIGHTS COUNTRY CLUB (ABANDONED), 13.4 FEET
 AD1495'SOUTHEAST OF THE NORTHEAST CORNER OF THE CLUBHOUSE, 99 FEET
 AD1495'WEST OF THE FLAGPOLE, 63 FEET SOUTH OF THE SOUTH FENCE AROUND
 AD1495'THE SWIMMING POOL, ABOUT LEVEL WITH THE GROUND AND SET IN THE
 AD1495'TOP OF THE SIDEWALK LEADING TO THE NORTHEAST ENTRANCE TO THE
 AD1495'CLUBHOUSE.
 AD1495
 AD1495                          STATION RECOVERY (1984)
 AD1495
 AD1495'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1495'RECOVERED IN GOOD CONDITION EXCEPT THE COUNTRY CLUB IS NOW A COUNTY
 AD1495'PARK.
 AD1495
 AD1495                          STATION RECOVERY (2008)
 AD1495
 AD1495'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AD1495'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AD1495'THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND COUNTY ROAD
 AD1495'776 (HARBORVIEW DRIVE) ABOUT 4.0 MI (6.4 KM) EAST OF PORT CHARLOTTE,
 AD1495'GO NORTHEAST ON COUNTY ROAD 776 (HARBORVIEW DRIVE) FOR 1.2 MI (1.9 KM)
 AD1495'TO THE JUNCTION OF BROADPOINT DRIVE ON THE LEFT.  TURN LEFT ON
 AD1495'BROADPOINT DRIVE AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF
 AD1495'VOYAGEUR DRIVE ON THE RIGHT.  TURN RIGHT ON VOYAGEUR DRIVE AND GO EAST
 AD1495'FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF HARBOUR DRIVE ON THE LEFT,
 AD1495'HARBOUR HEIGHTS PARK AND THE MARK NEAR THE BACK ENTRANCE TO THE
 AD1495'NEIGHBORHOOD SENIOR FRIENDSHIP CENTER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1496 ***********************************************************************
 AD1496  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1496  DESIGNATION -  872 5791 2
 AD1496  PID         -  AD1496
 AD1496  STATE/COUNTY-  FL/CHARLOTTE
 AD1496  COUNTRY     -  US
 AD1496  USGS QUAD   -  CLEVELAND (2018)
 AD1496
 AD1496                         *CURRENT SURVEY CONTROL
 AD1496  ______________________________________________________________________
 AD1496* NAD 83(1986) POSITION- 26 59 18.32   (N) 081 59 42.31   (W)   HD_HELD1
 AD1496* NAVD 88 ORTHO HEIGHT -     1.540 (meters)        5.05  (feet) ADJUSTED
 AD1496  ______________________________________________________________________
 AD1496  GEOID HEIGHT    -        -24.138 (meters)                     GEOID18
 AD1496  DYNAMIC HEIGHT  -          1.537 (meters)        5.04  (feet) COMP
 AD1496  MODELED GRAVITY -    979,114.1   (mgal)                       NAVD 88
 AD1496
 AD1496  VERT ORDER      -  FIRST     CLASS II
 AD1496
 AD1496.The horizontal coordinates were determined by differentially corrected
 AD1496.hand held GPS observations or other comparable positioning techniques
 AD1496.and have an estimated accuracy of +/- 3 meters.
 AD1496
 AD1496.The orthometric height was determined by differential leveling and
 AD1496.adjusted by the NATIONAL GEODETIC SURVEY
 AD1496.in September 2010.
 AD1496
 AD1496.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1496.GEOID18 height accuracy estimate available here.
 AD1496
 AD1496.This Tidal Bench Mark is designated as VM 6075
 AD1496.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1496
 AD1496.Click photographs - Photos may exist for this station.
 AD1496
 AD1496.The dynamic height is computed by dividing the NAVD 88
 AD1496.geopotential number by the normal gravity value computed on the
 AD1496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1496.degrees latitude (g = 980.6199 gals.).
 AD1496
 AD1496.The modeled gravity was interpolated from observed gravity values.
 AD1496
 AD1496;                    North         East    Units  Estimated Accuracy
 AD1496;SPC FL W     -   294,121.3     200,487.7     MT  (+/- 3 meters HH1 GPS) 
 AD1496
 AD1496_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0125985542(NAD 83)
 AD1496
 AD1496                          SUPERSEDED SURVEY CONTROL
 AD1496
 AD1496  NAVD 88 (06/15/91)    1.542  (m)            5.06   (f) SUPERSEDED  1 1
 AD1496  NGVD 29 (??/??/92)    1.888  (m)            6.19   (f) SUPERSEDED  1 1
 AD1496  NGVD 29 (09/01/92)    1.888  (m)            6.19   (f) ADJUSTED    1 1
 AD1496
 AD1496.Superseded values are not recommended for survey control.
 AD1496
 AD1496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1496.See file dsdata.pdf to determine how the superseded data were derived.
 AD1496
 AD1496_MARKER: DB = BENCH MARK DISK
 AD1496_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD1496_SP_SET: SIDEWALK
 AD1496_STAMPING: BM 2
 AD1496_MARK LOGO: CGS
 AD1496_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD1496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AD1496+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2008
 AD1496
 AD1496  HISTORY     - Date     Condition        Report By
 AD1496  HISTORY     - UNK      MONUMENTED       CGS
 AD1496  HISTORY     - 1966     GOOD             CGS
 AD1496  HISTORY     - 1984     GOOD             FLDNR
 AD1496  HISTORY     - 20080805 GOOD             FLDEP
 AD1496
 AD1496                          STATION DESCRIPTION
 AD1496
 AD1496'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AD1496'8.4 MI NE FROM PUNTA GORDA.
 AD1496'ABOUT 2.65 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AD1496'JUNCTION OF U.S. HIGHWAY 17 AT PUNTA GORDA, THENCE ABOUT 4.6
 AD1496'MILES EAST ALONG STATE HIGHWAY 776, THENCE ABOUT 0.3 MILE EAST
 AD1496'ALONG SUNNYBROOK DRIVE, THENCE ABOUT 0.3 MILE NORTH ALONG
 AD1496'BROADPOINT DRIVE, THENCE ABOUT 0.6 MILE EAST ALONG N. SAN MARINO
 AD1496'DRIVE, AT THE HARBOR HEIGHTS COUNTRY CLUB (ABANDONED), 73.5
 AD1496'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CLUBHOUSE, 103
 AD1496'FEET WEST OF THE SOUTHWEST CORNER OF THE BATHHOUSE OF THE
 AD1496'SWIMMING POOL, 78.6 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 AD1496'SHUFFLEBOARD COURT, 0.7 FOOT WEST OF THE NORTHWEST CORNER OF
 AD1496'A 18-INCH HIGH BLOCK OF CONCRETE FORMELY A MOTOR MOUNT AND IN
 AD1496'THE CENTER OF A 6-FOOT SQUARE BLOCK OF CONCRETE FLUSH WITH
 AD1496'GROUND.
 AD1496
 AD1496                          STATION RECOVERY (1984)
 AD1496
 AD1496'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1496'RECOVERED IN GOOD CONDITION EXCEPT THE COUNTRY CLUB IS NOW A COUNTY
 AD1496'PARK.
 AD1496
 AD1496                          STATION RECOVERY (2008)
 AD1496
 AD1496'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AD1496'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.   TO REACH
 AD1496'THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND COUNTY ROAD
 AD1496'776 (HARBORVIEW DRIVE) ABOUT 4.0 MI (6.4 KM) EAST OF PORT CHARLOTTE,
 AD1496'GO NORTHEAST ON COUNTY ROAD 776 (HARBORVIEW DRIVE) FOR 1.2 MI (1.9 KM)
 AD1496'TO THE JUNCTION OF BROADPOINT DRIVE ON THE LEFT.  TURN LEFT ON
 AD1496'BROADPOINT DRIVE AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF
 AD1496'VOYAGEUR DRIVE ON THE RIGHT.  TURN RIGHT ON VOYAGEUR DRIVE AND GO EAST
 AD1496'FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF HARBOUR DRIVE ON THE LEFT,
 AD1496'HARBOUR HEIGHTS PARK AND THE MARK DIRECTLY IN FRONT OF THE
 AD1496'NEIGHBORHOOD SENIOR FRIENDSHIP CENTER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD1494 ***********************************************************************
 AD1494  TIDAL BM    -  This is a Tidal Bench Mark.
 AD1494  DESIGNATION -  872 5791 3
 AD1494  PID         -  AD1494
 AD1494  STATE/COUNTY-  FL/CHARLOTTE
 AD1494  COUNTRY     -  US
 AD1494  USGS QUAD   -  CLEVELAND (2018)
 AD1494
 AD1494                         *CURRENT SURVEY CONTROL
 AD1494  ______________________________________________________________________
 AD1494* NAD 83(1986) POSITION- 26 59 19.     (N) 081 59 39.     (W)   SCALED
 AD1494* NAVD 88 ORTHO HEIGHT -     1.633 (meters)        5.36  (feet) ADJUSTED
 AD1494  ______________________________________________________________________
 AD1494  GEOID HEIGHT    -        -24.139 (meters)                     GEOID18
 AD1494  DYNAMIC HEIGHT  -          1.631 (meters)        5.35  (feet) COMP
 AD1494  MODELED GRAVITY -    979,114.1   (mgal)                       NAVD 88
 AD1494
 AD1494  VERT ORDER      -  FIRST     CLASS I
 AD1494
 AD1494.The horizontal coordinates were scaled from a map and have
 AD1494.an estimated accuracy of +/- 6 seconds.
 AD1494
 AD1494.The orthometric height was determined by differential leveling and
 AD1494.adjusted by the NATIONAL GEODETIC SURVEY
 AD1494.in June 1991.
 AD1494
 AD1494.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD1494.GEOID18 height accuracy estimate available here.
 AD1494
 AD1494.This Tidal Bench Mark is designated as VM 6076
 AD1494.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD1494
 AD1494.Click photographs - Photos may exist for this station.
 AD1494
 AD1494.The dynamic height is computed by dividing the NAVD 88
 AD1494.geopotential number by the normal gravity value computed on the
 AD1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD1494.degrees latitude (g = 980.6199 gals.).
 AD1494
 AD1494.The modeled gravity was interpolated from observed gravity values.
 AD1494
 AD1494;                    North         East    Units  Estimated Accuracy
 AD1494;SPC FL W     -   294,140.      200,580.      MT  (+/- 180 meters Scaled)
 AD1494
 AD1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK013855(NAD 83)
 AD1494
 AD1494                          SUPERSEDED SURVEY CONTROL
 AD1494
 AD1494  NGVD 29 (??/??/92)    1.979  (m)            6.49   (f) SUPERSEDED  1 1
 AD1494  NGVD 29 (09/01/92)    1.979  (m)            6.49   (f) ADJUSTED    1 1
 AD1494
 AD1494.Superseded values are not recommended for survey control.
 AD1494
 AD1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD1494.See file dsdata.pdf to determine how the superseded data were derived.
 AD1494
 AD1494_MARKER: DB = BENCH MARK DISK
 AD1494_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AD1494_SP_SET: SWIMMING POOL COPING
 AD1494_STAMPING: BM 3
 AD1494_MARK LOGO: CGS
 AD1494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AD1494
 AD1494  HISTORY     - Date     Condition        Report By
 AD1494  HISTORY     - UNK      MONUMENTED       CGS
 AD1494  HISTORY     - 1966     GOOD             CGS
 AD1494  HISTORY     - 1984     GOOD             FLDNR
 AD1494  HISTORY     - 20080805 MARK NOT FOUND   FLDEP
 AD1494
 AD1494                          STATION DESCRIPTION
 AD1494
 AD1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AD1494'8.4 MI NE FROM PUNTA GORDA.
 AD1494'ABOUT 2.65 MILES NORTHWEST ALONG U.S. HIGHWAY 41 FROM THE
 AD1494'JUNCTION OF U.S. HIGHWAY 17 AT PUNTA GORDA, THENCE ABOUT 4.6
 AD1494'MILES EAST ALONG STATE HIGHWAY 776, THENCE ABOUT 0.3 MILE EAST
 AD1494'ALONG SUNNYBROOK DRIVE, THENCE ABOUT 0.3 MILE NORTH ALONG
 AD1494'BROADPOINT DRIVE, THENCE ABOUT 0.6 MILE EAST ALONG N. SAN MARINO
 AD1494'DRIVE, AT THE HARBOR HEIGHTS COUNTRY CLUB (ABANDONED), ABOUT
 AD1494'60 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE CLUBHOUSE,
 AD1494'SET IN THE TOP AT THE NORTHEAST CORNER OF THE CONCRETE AREA
 AD1494'AROUND THE SWIMMING POOL AND LEVEL WITH THE AREA.
 AD1494
 AD1494                          STATION RECOVERY (1984)
 AD1494
 AD1494'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AD1494'RECOVERED IN GOOD CONDITION EXCEPT THE COUNTRY CLUB IS NOW A COUNTY
 AD1494'PARK.
 AD1494
 AD1494                          STATION RECOVERY (2008)
 AD1494
 AD1494'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AD1494'NOT RECOVERED.  THE SWIMMING POOL HAS BEEN REMOVED AND A NEW SAND
 AD1494'VOLLEYBALL COURT HAS BEEN CONSTRUCTED AT THE LOCATION OF THE MARK AS
 AD1494'DETERMINED BY THE REFERENCE DISTANCES IN THE ORIGINAL DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7854 ***********************************************************************
 AD7854  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7854  DESIGNATION -  872 5791 A
 AD7854  PID         -  AD7854
 AD7854  STATE/COUNTY-  FL/CHARLOTTE
 AD7854  COUNTRY     -  US
 AD7854  USGS QUAD   -  CLEVELAND (2018)
 AD7854
 AD7854                         *CURRENT SURVEY CONTROL
 AD7854  ______________________________________________________________________
 AD7854* NAD 83(1986) POSITION- 26 59 20.     (N) 081 59 40.     (W)   SCALED
 AD7854* NAVD 88 ORTHO HEIGHT -     0.501 (meters)        1.64  (feet) POSTED
 AD7854  ______________________________________________________________________
 AD7854  GEOID HEIGHT    -        -24.139 (meters)                     GEOID18
 AD7854  DYNAMIC HEIGHT  -          0.50  (meters)        1.6   (feet) COMP
 AD7854  MODELED GRAVITY -    979,114.1   (mgal)                       NAVD 88
 AD7854
 AD7854  VERT ORDER      -  * POSTED, SEE BELOW
 AD7854
 AD7854.The horizontal coordinates were scaled from a map and have
 AD7854.an estimated accuracy of +/- 6 seconds.
 AD7854
 AD7854.The orthometric height was determined by differential leveling
 AD7854.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AD7854
 AD7854.* This is a POSTED BENCH MARK height.
 AD7854
 AD7854.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7854.GEOID18 height accuracy estimate available here.
 AD7854
 AD7854.This Tidal Bench Mark is designated as VM 6072
 AD7854.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7854
 AD7854.Click photographs - Photos may exist for this station.
 AD7854
 AD7854.The dynamic height is computed by dividing the NAVD 88
 AD7854.geopotential number by the normal gravity value computed on the
 AD7854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7854.degrees latitude (g = 980.6199 gals.).
 AD7854
 AD7854.The modeled gravity was interpolated from observed gravity values.
 AD7854
 AD7854;                    North         East    Units  Estimated Accuracy
 AD7854;SPC FL W     -   294,170.      200,550.      MT  (+/- 180 meters Scaled)
 AD7854
 AD7854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK013855(NAD 83)
 AD7854
 AD7854                          SUPERSEDED SURVEY CONTROL
 AD7854
 AD7854  NGVD 29 (09/01/92)    0.846  (m)            2.78   (f) ADJUSTED    2 1
 AD7854
 AD7854.Superseded values are not recommended for survey control.
 AD7854
 AD7854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7854.See file dsdata.pdf to determine how the superseded data were derived.
 AD7854
 AD7854_MARKER: DJ = TIDAL STATION DISK
 AD7854_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AD7854_SP_SET: SEAWALL
 AD7854_STAMPING: 5791 A 1977
 AD7854_MARK LOGO: NOS
 AD7854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7854+STABILITY: SURFACE MOTION
 AD7854
 AD7854  HISTORY     - Date     Condition        Report By
 AD7854  HISTORY     - 1977     MONUMENTED       NOS
 AD7854  HISTORY     - 1984     GOOD             FLDNR
 AD7854  HISTORY     - 19910319 GOOD             USPSQD
 AD7854  HISTORY     - 19950524 GOOD             USPSQD
 AD7854  HISTORY     - 19970522 MARK NOT FOUND   USPSQD
 AD7854  HISTORY     - 20080805 MARK NOT FOUND   FLDEP
 AD7854
 AD7854                          STATION DESCRIPTION
 AD7854
 AD7854'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7854'IN HARBOR HEIGHTS.
 AD7854'THE MARK IS LOCATED IN HARBOR HEIGHTS AT THE COUNTY PARK.  THE MARK
 AD7854'BEARS 53 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FENCE AROUND THE
 AD7854'SWIMMING POOL, 6.1 FEET NORTH OF THE SOUTH END OF THE SEAWALL, AND
 AD7854'0.7 FOOT WEST OF THE SOUTHWEST CORNER OF THE SHORE END OF THE
 AD7854'SOUTHERNMOST FISHING PIER.
 AD7854
 AD7854                          STATION RECOVERY (1991)
 AD7854
 AD7854'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEI)
 AD7854'RECOVERED IN GOOD CONDITION.
 AD7854
 AD7854                          STATION RECOVERY (1995)
 AD7854
 AD7854'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD7854'RECOVERED IN GOOD CONDITION.
 AD7854
 AD7854                          STATION RECOVERY (1997)
 AD7854
 AD7854'RECOVERY NOTE BY US POWER SQUADRON 1997
 AD7854'MARK NOT FOUND.
 AD7854
 AD7854                          STATION RECOVERY (2008)
 AD7854
 AD7854'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AD7854'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AD7853 ***********************************************************************
 AD7853  TIDAL BM    -  This is a Tidal Bench Mark.
 AD7853  DESIGNATION -  872 5791 B
 AD7853  PID         -  AD7853
 AD7853  STATE/COUNTY-  FL/CHARLOTTE
 AD7853  COUNTRY     -  US
 AD7853  USGS QUAD   -  CLEVELAND (2018)
 AD7853
 AD7853                         *CURRENT SURVEY CONTROL
 AD7853  ______________________________________________________________________
 AD7853* NAD 83(1986) POSITION- 26 59 17.9    (N) 081 59 39.6    (W)   HD_HELD2
 AD7853* NAVD 88 ORTHO HEIGHT -     1.578 (meters)        5.18  (feet) ADJUSTED
 AD7853  ______________________________________________________________________
 AD7853  GEOID HEIGHT    -        -24.138 (meters)                     GEOID18
 AD7853  DYNAMIC HEIGHT  -          1.576 (meters)        5.17  (feet) COMP
 AD7853  MODELED GRAVITY -    979,114.1   (mgal)                       NAVD 88
 AD7853
 AD7853  VERT ORDER      -  FIRST     CLASS II
 AD7853
 AD7853.The horizontal coordinates were established by autonomous hand held GPS
 AD7853.observations and have an estimated accuracy of +/- 10 meters.
 AD7853
 AD7853.The orthometric height was determined by differential leveling and
 AD7853.adjusted by the NATIONAL GEODETIC SURVEY
 AD7853.in September 2010.
 AD7853
 AD7853.No vertical observational check was made to the station.
 AD7853
 AD7853.Significant digits in the geoid height do not necessarily reflect accuracy.
 AD7853.GEOID18 height accuracy estimate available here.
 AD7853
 AD7853.This Tidal Bench Mark is designated as VM 6073
 AD7853.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AD7853
 AD7853.Click photographs - Photos may exist for this station.
 AD7853
 AD7853.The dynamic height is computed by dividing the NAVD 88
 AD7853.geopotential number by the normal gravity value computed on the
 AD7853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AD7853.degrees latitude (g = 980.6199 gals.).
 AD7853
 AD7853.The modeled gravity was interpolated from observed gravity values.
 AD7853
 AD7853;                    North         East    Units  Estimated Accuracy
 AD7853;SPC FL W     -   294,108.      200,562.      MT  (+/- 10 meters HH2 GPS)
 AD7853
 AD7853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0133385528(NAD 83)
 AD7853
 AD7853                          SUPERSEDED SURVEY CONTROL
 AD7853
 AD7853  NAVD 88 (??/??/92)    1.590  (m)            5.22   (f) SUPERSEDED  3 0
 AD7853  NGVD 29 (09/01/92)    1.935  (m)            6.35   (f) ADJUSTED    2 1
 AD7853
 AD7853.Superseded values are not recommended for survey control.
 AD7853
 AD7853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AD7853.See file dsdata.pdf to determine how the superseded data were derived.
 AD7853
 AD7853_MARKER: DB = BENCH MARK DISK
 AD7853_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AD7853+WITH SETTING: PAVEMENT
 AD7853_SP_SET: FLAGPOLE BASE
 AD7853_STAMPING: 5791 B 1977
 AD7853_MARK LOGO: NOS
 AD7853_MAGNETIC: N = NO MAGNETIC MATERIAL
 AD7853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AD7853+STABILITY: SURFACE MOTION
 AD7853_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AD7853+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2008
 AD7853
 AD7853  HISTORY     - Date     Condition        Report By
 AD7853  HISTORY     - 1977     MONUMENTED       NOS
 AD7853  HISTORY     - 1984     GOOD             FLDNR
 AD7853  HISTORY     - 19910319 GOOD             USPSQD
 AD7853  HISTORY     - 19950527 GOOD             USPSQD
 AD7853  HISTORY     - 20080805 GOOD             FLDEP
 AD7853
 AD7853                          STATION DESCRIPTION
 AD7853
 AD7853'DESCRIBED BY FL DEPT OF NAT RES 1984
 AD7853'IN HARBOR HEIGHTS.
 AD7853'THE MARK IS LOCATED IN HARBOR HEIGHTS AT THE COUNTY PARK.  THE MARK
 AD7853'IS SET IN THE CONCRETE BASE FOR THE FLAGPOLE, 64.3 FEET SOUTH OF THE
 AD7853'SOUTHEAST CORNER OF THE FENCE AROUND THE SWIMMING POOL, AND 0.8 FOOT
 AD7853'EAST-SOUTHEAST OF THE FLAGPOLE.
 AD7853'THE MARK IS 1 FT ABOVE GROUND.
 AD7853
 AD7853                          STATION RECOVERY (1991)
 AD7853
 AD7853'RECOVERY NOTE BY US POWER SQUADRON 1991 (AEI)
 AD7853'RECOVERED IN GOOD CONDITION.
 AD7853
 AD7853                          STATION RECOVERY (1995)
 AD7853
 AD7853'RECOVERY NOTE BY US POWER SQUADRON 1995
 AD7853'RECOVERED IN GOOD CONDITION.
 AD7853
 AD7853                          STATION RECOVERY (2008)
 AD7853
 AD7853'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AD7853'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS.   TO REACH
 AD7853'THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND COUNTY ROAD
 AD7853'776 (HARBORVIEW DRIVE) ABOUT 4.0 MI (6.4 KM) EAST OF PORT CHARLOTTE,
 AD7853'GO NORTHEAST ON COUNTY ROAD 776 (HARBORVIEW DRIVE) FOR 1.2 MI (1.9 KM)
 AD7853'TO THE JUNCTION OF BROADPOINT DRIVE ON THE LEFT.  TURN LEFT ON
 AD7853'BROADPOINT DRIVE AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF
 AD7853'VOYAGEUR DRIVE ON THE RIGHT.  TURN RIGHT ON VOYAGEUR DRIVE AND GO EAST
 AD7853'FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF HARBOUR DRIVE ON THE LEFT,
 AD7853'HARBOUR HEIGHTS PARK AND THE MARK IN AN OLD CONCRETE FLAGPOLE PAD NEAR
 AD7853'THE BACK ENTRANCE TO THE NEIGHBORHOOD SENIOR FRIENDSHIP CENTER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3217 ***********************************************************************
 DM3217  TIDAL BM    -  This is a Tidal Bench Mark.
 DM3217  DESIGNATION -  872 5791 C
 DM3217  PID         -  DM3217
 DM3217  STATE/COUNTY-  FL/CHARLOTTE
 DM3217  COUNTRY     -  US
 DM3217  USGS QUAD   -  CLEVELAND (2018)
 DM3217
 DM3217                         *CURRENT SURVEY CONTROL
 DM3217  ______________________________________________________________________
 DM3217* NAD 83(1986) POSITION- 26 59 19.9    (N) 081 59 39.4    (W)   HD_HELD2
 DM3217* NAVD 88 ORTHO HEIGHT -     0.496 (meters)        1.63  (feet) ADJUSTED
 DM3217  ______________________________________________________________________
 DM3217  GEOID HEIGHT    -        -24.139 (meters)                     GEOID18
 DM3217  DYNAMIC HEIGHT  -          0.495 (meters)        1.62  (feet) COMP
 DM3217  MODELED GRAVITY -    979,114.1   (mgal)                       NAVD 88
 DM3217
 DM3217  VERT ORDER      -  FIRST     CLASS II
 DM3217
 DM3217.The horizontal coordinates were established by autonomous hand held GPS
 DM3217.observations and have an estimated accuracy of +/- 10 meters.
 DM3217
 DM3217.The orthometric height was determined by differential leveling and
 DM3217.adjusted by the NATIONAL GEODETIC SURVEY
 DM3217.in September 2010.
 DM3217
 DM3217.No vertical observational check was made to the station.
 DM3217
 DM3217.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3217.GEOID18 height accuracy estimate available here.
 DM3217
 DM3217.This Tidal Bench Mark is designated as VM 19996
 DM3217.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM3217
 DM3217.Click photographs - Photos may exist for this station.
 DM3217
 DM3217.The dynamic height is computed by dividing the NAVD 88
 DM3217.geopotential number by the normal gravity value computed on the
 DM3217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3217.degrees latitude (g = 980.6199 gals.).
 DM3217
 DM3217.The modeled gravity was interpolated from observed gravity values.
 DM3217
 DM3217;                    North         East    Units  Estimated Accuracy
 DM3217;SPC FL W     -   294,170.      200,568.      MT  (+/- 10 meters HH2 GPS)
 DM3217
 DM3217_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0133985590(NAD 83)
 DM3217
 DM3217                          SUPERSEDED SURVEY CONTROL
 DM3217
 DM3217.No superseded survey control is available for this station.
 DM3217
 DM3217_MARKER: DD = SURVEY DISK
 DM3217_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM3217_SP_SET: SEAWALL
 DM3217_STAMPING: 5791 C 2008
 DM3217_MARK LOGO: FLDEP
 DM3217_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3217+STABILITY: SURFACE MOTION
 DM3217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3217+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2008
 DM3217
 DM3217  HISTORY     - Date     Condition        Report By
 DM3217  HISTORY     - 20080805 MONUMENTED       FLDEP
 DM3217
 DM3217                          STATION DESCRIPTION
 DM3217
 DM3217'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DM3217'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF FORT OGDEN, 5.2
 DM3217'MI (8.4 KM) NORTHEAST OF PUNTA GORDA, 2.0 MI (3.2 KM) NORTH-NORTHWEST
 DM3217'OF CLEVELAND, IN SECTION 15, TOWNSHIP 40 SOUTH, RANGE 23 EAST.
 DM3217'
 DM3217'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND
 DM3217'COUNTY ROAD 776 (HARBORVIEW DRIVE) ABOUT 4.0 MI (6.4 KM) EAST OF PORT
 DM3217'CHARLOTTE, GO NORTHEAST ON COUNTY ROAD 776 (HARBORVIEW DRIVE) FOR 1.2
 DM3217'MI (1.9 KM) TO THE JUNCTION OF BROADPOINT DRIVE ON THE LEFT.  TURN
 DM3217'LEFT ON BROADPOINT DRIVE AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE
 DM3217'JUNCTION OF VOYAGEUR DRIVE ON THE RIGHT.  TURN RIGHT ON VOYAGEUR DRIVE
 DM3217'AND GO EAST FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF HARBOUR DRIVE ON
 DM3217'THE LEFT AND THE MARK IN THE SEAWALL NEAR 2 FISHING PIERS IN THE
 DM3217'HARBOUR HEIGHTS COMMUNITY PARK.
 DM3217'
 DM3217'LOCATED 123.0 FT (37.5 M) SOUTH OF FLDEP SURVEY DISK 5791 D, 74.6 FT
 DM3217'(22.7 M) SOUTH OF THE SOUTH END OF A CONCRETE RETAINING WALL, 19.0 FT
 DM3217'(5.8 M) NORTH OF THE SOUTH END OF A CONCRETE SEAWALL AND 4.3 FT (1.3
 DM3217'M) NORTH OF THE NORTH EDGE OF THE SOUTHERNMOST FISHING PIER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3218 ***********************************************************************
 DM3218  TIDAL BM    -  This is a Tidal Bench Mark.
 DM3218  DESIGNATION -  872 5791 D
 DM3218  PID         -  DM3218
 DM3218  STATE/COUNTY-  FL/CHARLOTTE
 DM3218  COUNTRY     -  US
 DM3218  USGS QUAD   -  CLEVELAND (2018)
 DM3218
 DM3218                         *CURRENT SURVEY CONTROL
 DM3218  ______________________________________________________________________
 DM3218* NAD 83(1986) POSITION- 26 59 20.8    (N) 081 59 39.9    (W)   HD_HELD2
 DM3218* NAVD 88 ORTHO HEIGHT -     0.790 (meters)        2.59  (feet) ADJUSTED
 DM3218  ______________________________________________________________________
 DM3218  GEOID HEIGHT    -        -24.139 (meters)                     GEOID18
 DM3218  DYNAMIC HEIGHT  -          0.789 (meters)        2.59  (feet) COMP
 DM3218  MODELED GRAVITY -    979,114.1   (mgal)                       NAVD 88
 DM3218
 DM3218  VERT ORDER      -  FIRST     CLASS II
 DM3218
 DM3218.The horizontal coordinates were established by autonomous hand held GPS
 DM3218.observations and have an estimated accuracy of +/- 10 meters.
 DM3218
 DM3218.The orthometric height was determined by differential leveling and
 DM3218.adjusted by the NATIONAL GEODETIC SURVEY
 DM3218.in September 2010.
 DM3218
 DM3218.No vertical observational check was made to the station.
 DM3218
 DM3218.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3218.GEOID18 height accuracy estimate available here.
 DM3218
 DM3218.This Tidal Bench Mark is designated as VM 19997
 DM3218.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM3218
 DM3218.Click photographs - Photos may exist for this station.
 DM3218
 DM3218.The dynamic height is computed by dividing the NAVD 88
 DM3218.geopotential number by the normal gravity value computed on the
 DM3218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3218.degrees latitude (g = 980.6199 gals.).
 DM3218
 DM3218.The modeled gravity was interpolated from observed gravity values.
 DM3218
 DM3218;                    North         East    Units  Estimated Accuracy
 DM3218;SPC FL W     -   294,198.      200,554.      MT  (+/- 10 meters HH2 GPS)
 DM3218
 DM3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK0132685617(NAD 83)
 DM3218
 DM3218                          SUPERSEDED SURVEY CONTROL
 DM3218
 DM3218.No superseded survey control is available for this station.
 DM3218
 DM3218_MARKER: DD = SURVEY DISK
 DM3218_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM3218_SP_SET: SEAWALL
 DM3218_STAMPING: 5791 D 2008
 DM3218_MARK LOGO: FLDEP
 DM3218_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3218+STABILITY: SURFACE MOTION
 DM3218_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3218+SATELLITE: SATELLITE OBSERVATIONS - August 05, 2008
 DM3218
 DM3218  HISTORY     - Date     Condition        Report By
 DM3218  HISTORY     - 20080805 MONUMENTED       FLDEP
 DM3218
 DM3218                          STATION DESCRIPTION
 DM3218
 DM3218'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DM3218'THE MARK IS ABOUT 7.2 MI (11.6 KM) SOUTH-SOUTHWEST OF FORT OGDEN, 5.2
 DM3218'MI (8.4 KM) NORTHEAST OF PUNTA GORDA, 2.0 MI (3.2 KM) NORTH-NORTHWEST
 DM3218'OF CLEVELAND, IN SECTION 15, TOWNSHIP 40 SOUTH, RANGE 23 EAST.
 DM3218'
 DM3218'TO REACH THE MARK FROM THE INTERSECTION OF THE I-75 OVERPASS AND
 DM3218'COUNTY ROAD 776 (HARBORVIEW DRIVE) ABOUT 4.0 MI (6.4 KM) EAST OF PORT
 DM3218'CHARLOTTE, GO NORTHEAST ON COUNTY ROAD 776 (HARBORVIEW DRIVE) FOR 1.2
 DM3218'MI (1.9 KM) TO THE JUNCTION OF BROADPOINT DRIVE ON THE LEFT.  TURN
 DM3218'LEFT ON BROADPOINT DRIVE AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE
 DM3218'JUNCTION OF VOYAGEUR DRIVE ON THE RIGHT.  TURN RIGHT ON VOYAGEUR DRIVE
 DM3218'AND GO EAST FOR 0.55 MI (0.9 KM) TO THE JUNCTION OF HARBOUR DRIVE ON
 DM3218'THE LEFT, THE HARBOUR HEIGHTS PARK AND THE MARK IN THE SEAWALL NEAR 2
 DM3218'FISHING PIERS.
 DM3218'
 DM3218'LOCATED 123.0 FT (37.5 M) NORTH OF A FLDEP SURVEY DISK 5791 C , 49.0
 DM3218'FT (14.9 M) NORTH OF THE NORTH EDGE OF THE NORTHERNMOST FISHING PIER,
 DM3218'10.8 FT (3.3 M) SOUTH OF THE NORTH END OF A CONCRETE SEAWALL AND 10.2
 DM3218'FT (3.1 M) EAST OF A CONCRETE RETAINING WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7850 ***********************************************************************
 AG7850  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7850  DESIGNATION -  872 5809 A
 AG7850  PID         -  AG7850
 AG7850  STATE/COUNTY-  FL/SARASOTA
 AG7850  COUNTRY     -  US
 AG7850  USGS QUAD   -  VENICE (2018)
 AG7850
 AG7850                         *CURRENT SURVEY CONTROL
 AG7850  ______________________________________________________________________
 AG7850* NAD 83(1986) POSITION- 27 00 38.20   (N) 082 24 41.84   (W)   HD_HELD1
 AG7850* NAVD 88 ORTHO HEIGHT -     1.514 (meters)        4.97  (feet) ADJUSTED
 AG7850  ______________________________________________________________________
 AG7850  GEOID HEIGHT    -        -23.875 (meters)                     GEOID18
 AG7850  DYNAMIC HEIGHT  -          1.512 (meters)        4.96  (feet) COMP
 AG7850  MODELED GRAVITY -    979,122.2   (mgal)                       NAVD 88
 AG7850
 AG7850  VERT ORDER      -  SECOND    CLASS I
 AG7850
 AG7850.The horizontal coordinates were determined by differentially corrected
 AG7850.hand held GPS observations or other comparable positioning techniques
 AG7850.and have an estimated accuracy of +/- 3 meters.
 AG7850
 AG7850.The orthometric height was determined by differential leveling and
 AG7850.adjusted by the NATIONAL GEODETIC SURVEY
 AG7850.in July 2009.
 AG7850
 AG7850.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7850.GEOID18 height accuracy estimate available here.
 AG7850
 AG7850.This Tidal Bench Mark is designated as VM 6077
 AG7850.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7850
 AG7850.Click photographs - Photos may exist for this station.
 AG7850
 AG7850.The dynamic height is computed by dividing the NAVD 88
 AG7850.geopotential number by the normal gravity value computed on the
 AG7850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7850.degrees latitude (g = 980.6199 gals.).
 AG7850
 AG7850.The modeled gravity was interpolated from observed gravity values.
 AG7850
 AG7850;                    North         East    Units  Estimated Accuracy
 AG7850;SPC FL W     -   296,646.4     159,150.5     MT  (+/- 3 meters HH1 GPS) 
 AG7850
 AG7850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK5995088394(NAD 83)
 AG7850
 AG7850                          SUPERSEDED SURVEY CONTROL
 AG7850
 AG7850  NAVD 88 (06/15/91)    1.533  (m)            5.03   (f) SUPERSEDED  2 1
 AG7850
 AG7850.Superseded values are not recommended for survey control.
 AG7850
 AG7850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7850.See file dsdata.pdf to determine how the superseded data were derived.
 AG7850
 AG7850_MARKER: DB = BENCH MARK DISK
 AG7850_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7850_SP_SET: CULVERT HEADWALL
 AG7850_STAMPING: 5809 A 1977
 AG7850_MARK LOGO: NOS
 AG7850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7850+STABILITY: SURFACE MOTION
 AG7850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7850+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2012
 AG7850
 AG7850  HISTORY     - Date     Condition        Report By
 AG7850  HISTORY     - 1977     MONUMENTED       NOS
 AG7850  HISTORY     - 1983     GOOD             FLDNR
 AG7850  HISTORY     - 20020215 GOOD             USPSQD
 AG7850  HISTORY     - 20071022 GOOD             FLDEP
 AG7850  HISTORY     - 20081230 GOOD             GEOCAC
 AG7850  HISTORY     - 20100110 MARK NOT FOUND   INDIV
 AG7850  HISTORY     - 20120922 GOOD             GEOCAC
 AG7850
 AG7850                          STATION DESCRIPTION
 AG7850
 AG7850'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7850'8.4 MI SE FROM VENICE.
 AG7850'BEGIN AT THE JUNCTION OF STATE ROAD 775 WITH U.S. HIGHWAY 41, GO 2.2
 AG7850'MILES SOUTH ON STATE ROAD 775 TO THE JUNCTION OF MANASOTA BEACH ROAD,
 AG7850'GO 1.65 MILES WESTERLY ON MANASOTA BEACH ROAD TO ITS END AND THE MARK.
 AG7850'THE MARK BEARS 36 FEET SOUTHEAST OF THE CENTERLINE OF MANASOTA BEACH
 AG7850'ROAD, 106 FEET NORTHEAST OF THE CENTERLINE OF MANASOTA KEY ROAD, AND
 AG7850'ABOUT 300 FEET SOUTHWEST OF THE SOUTH CORNER OF THE BRIDGE OVER THE
 AG7850'INTRACOASTAL WATERWAY.
 AG7850
 AG7850                          STATION RECOVERY (2002)
 AG7850
 AG7850'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7850'CENTER OF CULVERT HEAD WALL
 AG7850
 AG7850                          STATION RECOVERY (2007)
 AG7850
 AG7850'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7850'RECOVERED AS DESCRIBED.
 AG7850
 AG7850                          STATION RECOVERY (2008)
 AG7850
 AG7850'RECOVERY NOTE BY GEOCACHING 2008 (DEC)
 AG7850'RECOVERED IN GOOD CONDITION.
 AG7850
 AG7850                          STATION RECOVERY (2010)
 AG7850
 AG7850'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (RLM)
 AG7850'THE CULVERT HEAD WALL HAS BEEN REMOVED.
 AG7850
 AG7850                          STATION RECOVERY (2012)
 AG7850
 AG7850'RECOVERY NOTE BY GEOCACHING 2012 (DEB)
 AG7850'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7849 ***********************************************************************
 AG7849  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7849  DESIGNATION -  872 5809 B
 AG7849  PID         -  AG7849
 AG7849  STATE/COUNTY-  FL/SARASOTA
 AG7849  COUNTRY     -  US
 AG7849  USGS QUAD   -  VENICE (2018)
 AG7849
 AG7849                         *CURRENT SURVEY CONTROL
 AG7849  ______________________________________________________________________
 AG7849* NAD 83(1986) POSITION- 27 00 36.     (N) 082 24 42.     (W)   SCALED
 AG7849* NAVD 88 ORTHO HEIGHT -     1.509 (meters)        4.95  (feet) ADJUSTED
 AG7849  ______________________________________________________________________
 AG7849  GEOID HEIGHT    -        -23.875 (meters)                     GEOID18
 AG7849  DYNAMIC HEIGHT  -          1.507 (meters)        4.94  (feet) COMP
 AG7849  MODELED GRAVITY -    979,122.2   (mgal)                       NAVD 88
 AG7849
 AG7849  VERT ORDER      -  SECOND    CLASS I
 AG7849
 AG7849.The horizontal coordinates were scaled from a map and have
 AG7849.an estimated accuracy of +/- 6 seconds.
 AG7849
 AG7849.The orthometric height was determined by differential leveling and
 AG7849.adjusted by the NATIONAL GEODETIC SURVEY
 AG7849.in June 1991.
 AG7849
 AG7849.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7849.GEOID18 height accuracy estimate available here.
 AG7849
 AG7849.This Tidal Bench Mark is designated as VM 6078
 AG7849.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7849
 AG7849.Click photographs - Photos may exist for this station.
 AG7849
 AG7849.The dynamic height is computed by dividing the NAVD 88
 AG7849.geopotential number by the normal gravity value computed on the
 AG7849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7849.degrees latitude (g = 980.6199 gals.).
 AG7849
 AG7849.The modeled gravity was interpolated from observed gravity values.
 AG7849
 AG7849;                    North         East    Units  Estimated Accuracy
 AG7849;SPC FL W     -   296,580.      159,150.      MT  (+/- 180 meters Scaled)
 AG7849
 AG7849_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK599883(NAD 83)
 AG7849
 AG7849                          SUPERSEDED SURVEY CONTROL
 AG7849
 AG7849.No superseded survey control is available for this station.
 AG7849
 AG7849_MARKER: DJ = TIDAL STATION DISK
 AG7849_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7849_SP_SET: CULVERT HEADWALL
 AG7849_STAMPING: 5809 B 1977
 AG7849_MARK LOGO: NOS
 AG7849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7849+STABILITY: SURFACE MOTION
 AG7849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7849+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2003
 AG7849
 AG7849  HISTORY     - Date     Condition        Report By
 AG7849  HISTORY     - 1977     MONUMENTED       NOS
 AG7849  HISTORY     - 1983     GOOD             FLDNR
 AG7849  HISTORY     - 20020215 MARK NOT FOUND   USPSQD
 AG7849  HISTORY     - 20030110 GOOD             FL-115
 AG7849  HISTORY     - 20071022 MARK NOT FOUND   FLDEP
 AG7849
 AG7849                          STATION DESCRIPTION
 AG7849
 AG7849'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7849'8.4 MI SE FROM VENICE.
 AG7849'BEGIN AT THE JUNCTION OF STATE ROAD 775 AND U.S. HIGHWAY 41, GO 2.2
 AG7849'MILES SOUTH ON STATE ROAD 775 TO THE JUNCTION OF MANASOTA BEACH ROAD,
 AG7849'GO 1.65 MILES WESTERLY ON MANASOTA BEACH ROAD TO ITS END AND THE MARK.
 AG7849'THE MARK BEARS 35.9 FEET NORTHWEST OF THE CENTERLINE OF MANASOTA BEACH
 AG7849'ROAD, 97.5 FEET NORTHEAST OF THE CENTERLINE OF MANASOTA KEY ROAD, AND
 AG7849'ABOUT 300 FEET SOUTHWEST OF THE WEST CORNER OF THE BRIDGE OVER THE
 AG7849'INTRACOASTAL WATERWAY.
 AG7849
 AG7849                          STATION RECOVERY (2002)
 AG7849
 AG7849'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7849'APPEARS REMOVED FOR NEW CULVERT
 AG7849
 AG7849                          STATION RECOVERY (2003)
 AG7849
 AG7849'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003 (ND)
 AG7849'HEADWALL BURRIED
 AG7849'
 AG7849
 AG7849                          STATION RECOVERY (2007)
 AG7849
 AG7849'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7849'THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7852 ***********************************************************************
 AG7852  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7852  DESIGNATION -  872 5809 C
 AG7852  PID         -  AG7852
 AG7852  STATE/COUNTY-  FL/SARASOTA
 AG7852  COUNTRY     -  US
 AG7852  USGS QUAD   -  VENICE (2018)
 AG7852
 AG7852                         *CURRENT SURVEY CONTROL
 AG7852  ______________________________________________________________________
 AG7852* NAD 83(1986) POSITION- 27 00 36.     (N) 082 24 42.     (W)   SCALED
 AG7852* NAVD 88 ORTHO HEIGHT -     2.798 (meters)        9.18  (feet) ADJUSTED
 AG7852  ______________________________________________________________________
 AG7852  GEOID HEIGHT    -        -23.875 (meters)                     GEOID18
 AG7852  DYNAMIC HEIGHT  -          2.793 (meters)        9.16  (feet) COMP
 AG7852  MODELED GRAVITY -    979,122.2   (mgal)                       NAVD 88
 AG7852
 AG7852  VERT ORDER      -  SECOND    CLASS I
 AG7852
 AG7852.The horizontal coordinates were scaled from a map and have
 AG7852.an estimated accuracy of +/- 6 seconds.
 AG7852
 AG7852.The orthometric height was determined by differential leveling and
 AG7852.adjusted by the NATIONAL GEODETIC SURVEY
 AG7852.in June 1991.
 AG7852
 AG7852.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7852.GEOID18 height accuracy estimate available here.
 AG7852
 AG7852.This Tidal Bench Mark is designated as VM 6079
 AG7852.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7852
 AG7852.Click photographs - Photos may exist for this station.
 AG7852
 AG7852.The dynamic height is computed by dividing the NAVD 88
 AG7852.geopotential number by the normal gravity value computed on the
 AG7852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7852.degrees latitude (g = 980.6199 gals.).
 AG7852
 AG7852.The modeled gravity was interpolated from observed gravity values.
 AG7852
 AG7852;                    North         East    Units  Estimated Accuracy
 AG7852;SPC FL W     -   296,580.      159,150.      MT  (+/- 180 meters Scaled)
 AG7852
 AG7852_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK599883(NAD 83)
 AG7852
 AG7852                          SUPERSEDED SURVEY CONTROL
 AG7852
 AG7852.No superseded survey control is available for this station.
 AG7852
 AG7852_MARKER: DJ = TIDAL STATION DISK
 AG7852_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7852_SP_SET: CULVERT HEADWALL
 AG7852_STAMPING: 5809 C 1977
 AG7852_MARK LOGO: NOS
 AG7852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7852+STABILITY: SURFACE MOTION
 AG7852
 AG7852  HISTORY     - Date     Condition        Report By
 AG7852  HISTORY     - 1977     MONUMENTED       NOS
 AG7852  HISTORY     - 1983     GOOD             FLDNR
 AG7852  HISTORY     - 20020215 GOOD             USPSQD
 AG7852  HISTORY     - 20030110 MARK NOT FOUND   FL-115
 AG7852  HISTORY     - 20071022 MARK NOT FOUND   FLDEP
 AG7852
 AG7852                          STATION DESCRIPTION
 AG7852
 AG7852'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7852'8.4 MI SE FROM VENICE.
 AG7852'BEGIN AT THE JUNCTION OF STATE ROAD 775 WITH U.S. HIGHWAY 41, GO 2.2
 AG7852'MILES SOUTH ON STATE ROAD 775 TO THE JUNCTION OF MANASOTA BEACH ROAD,
 AG7852'GO 1.65 MILES WESTERLY ON MANASOTA BEACH ROAD TO ITS END AND THE MARK.
 AG7852'THE MARK BEARS 23 FEET SOUTHWEST OF THE CENTERLINE OF MANASOTA KEY
 AG7852'ROAD, 127 FEET SOUTHEAST OF THE JUNCTION OF MANASOTA BEACH ROAD AND
 AG7852'MANASOTA KEY ROAD, AND 5 FEET NORTHWEST OF A FIRE HYDRANT.
 AG7852
 AG7852                          STATION RECOVERY (2002)
 AG7852
 AG7852'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7852'RECOVERED IN GOOD CONDITION.
 AG7852
 AG7852                          STATION RECOVERY (2003)
 AG7852
 AG7852'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003 (ND)
 AG7852'STORM BOX NO HEADWALL
 AG7852'
 AG7852
 AG7852                          STATION RECOVERY (2007)
 AG7852
 AG7852'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7852'THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7848 ***********************************************************************
 AG7848  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7848  DESIGNATION -  872 5809 E
 AG7848  PID         -  AG7848
 AG7848  STATE/COUNTY-  FL/SARASOTA
 AG7848  COUNTRY     -  US
 AG7848  USGS QUAD   -  VENICE (2018)
 AG7848
 AG7848                         *CURRENT SURVEY CONTROL
 AG7848  ______________________________________________________________________
 AG7848* NAD 83(1986) POSITION- 27 00 38.68   (N) 082 24 42.16   (W)   HD_HELD1
 AG7848* NAVD 88 ORTHO HEIGHT -     2.150 (meters)        7.05  (feet) ADJUSTED
 AG7848  ______________________________________________________________________
 AG7848  GEOID HEIGHT    -        -23.875 (meters)                     GEOID18
 AG7848  DYNAMIC HEIGHT  -          2.147 (meters)        7.04  (feet) COMP
 AG7848  MODELED GRAVITY -    979,122.2   (mgal)                       NAVD 88
 AG7848
 AG7848  VERT ORDER      -  SECOND    CLASS I
 AG7848
 AG7848.The horizontal coordinates were determined by differentially corrected
 AG7848.hand held GPS observations or other comparable positioning techniques
 AG7848.and have an estimated accuracy of +/- 3 meters.
 AG7848
 AG7848.The orthometric height was determined by differential leveling and
 AG7848.adjusted by the NATIONAL GEODETIC SURVEY
 AG7848.in July 2009.
 AG7848
 AG7848.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7848.GEOID18 height accuracy estimate available here.
 AG7848
 AG7848.This Tidal Bench Mark is designated as VM 6080
 AG7848.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7848
 AG7848.Click photographs - Photos may exist for this station.
 AG7848
 AG7848.The dynamic height is computed by dividing the NAVD 88
 AG7848.geopotential number by the normal gravity value computed on the
 AG7848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7848.degrees latitude (g = 980.6199 gals.).
 AG7848
 AG7848.The modeled gravity was interpolated from observed gravity values.
 AG7848
 AG7848;                    North         East    Units  Estimated Accuracy
 AG7848;SPC FL W     -   296,661.2     159,141.7     MT  (+/- 3 meters HH1 GPS) 
 AG7848
 AG7848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK5994188409(NAD 83)
 AG7848
 AG7848                          SUPERSEDED SURVEY CONTROL
 AG7848
 AG7848  NAVD 88 (06/15/91)    2.155  (m)            7.07   (f) SUPERSEDED  2 1
 AG7848
 AG7848.Superseded values are not recommended for survey control.
 AG7848
 AG7848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7848.See file dsdata.pdf to determine how the superseded data were derived.
 AG7848
 AG7848_MARKER: DB = BENCH MARK DISK
 AG7848_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7848_SP_SET: STORM DRAIN
 AG7848_STAMPING: 5809 E 1977
 AG7848_MARK LOGO: NOS
 AG7848_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7848+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2018
 AG7848
 AG7848  HISTORY     - Date     Condition        Report By
 AG7848  HISTORY     - 1977     MONUMENTED       NOS
 AG7848  HISTORY     - 1983     GOOD             FLDNR
 AG7848  HISTORY     - 20020215 GOOD             USPSQD
 AG7848  HISTORY     - 20071022 GOOD             FLDEP
 AG7848  HISTORY     - 20081230 GOOD             GEOCAC
 AG7848  HISTORY     - 20120922 GOOD             GEOCAC
 AG7848  HISTORY     - 20180820 GOOD             USPSQD
 AG7848
 AG7848                          STATION DESCRIPTION
 AG7848
 AG7848'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7848'8.4 MI SE FROM VENICE.
 AG7848'BEGIN AT THE JUNCTION OF STATE ROAD 775 AND U.S. HIGHWAY 41, GO 2.2
 AG7848'MILES SOUTH ON STATE ROAD 775 TO THE JUNCTION OF MANASOTA BEACH ROAD,
 AG7848'GO 1.65 MILES WESTERLY ON MANASOTA BEACH ROAD TO ITS END AND THE MARK.
 AG7848'THE MARK BEARS 20.5 FEET NORTHWEST OF THE CENTERLINE OF MANASOTA BEACH
 AG7848'ROAD, 98 FEET NORTHEAST OF THE CENTERLINE OF MANASOTA KEY ROAD, AND
 AG7848'ABOUT 300 FEET SOUTHWEST OF THE WEST CORNER OF THE BRIDGE OVER THE
 AG7848'INTRACOASTAL WATERWAY.
 AG7848
 AG7848                          STATION RECOVERY (2002)
 AG7848
 AG7848'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7848'IN TOP OF CURB OVER CULVERT
 AG7848
 AG7848                          STATION RECOVERY (2007)
 AG7848
 AG7848'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7848'RECOVERED AS DESCRIBED.
 AG7848
 AG7848                          STATION RECOVERY (2008)
 AG7848
 AG7848'RECOVERY NOTE BY GEOCACHING 2008 (DEC)
 AG7848'RECOVERED IN GOOD CONDITION.
 AG7848
 AG7848                          STATION RECOVERY (2012)
 AG7848
 AG7848'RECOVERY NOTE BY GEOCACHING 2012 (DEB)
 AG7848'RECOVERED IN GOOD CONDITION.
 AG7848
 AG7848                          STATION RECOVERY (2018)
 AG7848
 AG7848'RECOVERY NOTE BY US POWER SQUADRON 2018 (GLB)
 AG7848'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7408 ***********************************************************************
 AF7408  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7408  DESIGNATION -  872 5835 A TIDAL
 AF7408  PID         -  AF7408
 AF7408  STATE/COUNTY-  FL/DE SOTO
 AF7408  COUNTRY     -  US
 AF7408  USGS QUAD   -  FORT OGDEN (2018)
 AF7408
 AF7408                         *CURRENT SURVEY CONTROL
 AF7408  ______________________________________________________________________
 AF7408* NAD 83(1986) POSITION- 27 02 39.     (N) 081 59 10.     (W)   SCALED
 AF7408* NAVD 88 ORTHO HEIGHT -     1.121 (meters)        3.68  (feet) POSTED
 AF7408  ______________________________________________________________________
 AF7408  GEOID HEIGHT    -        -24.211 (meters)                     GEOID18
 AF7408  DYNAMIC HEIGHT  -          1.12  (meters)        3.7   (feet) COMP
 AF7408  MODELED GRAVITY -    979,116.0   (mgal)                       NAVD 88
 AF7408
 AF7408  VERT ORDER      -  * POSTED, SEE BELOW
 AF7408
 AF7408.The horizontal coordinates were scaled from a map and have
 AF7408.an estimated accuracy of +/- 6 seconds.
 AF7408
 AF7408.The orthometric height was determined by differential leveling
 AF7408.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AF7408
 AF7408.* This is a POSTED BENCH MARK height.
 AF7408
 AF7408.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7408.GEOID18 height accuracy estimate available here.
 AF7408
 AF7408.This Tidal Bench Mark is designated as VM 6082
 AF7408.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7408
 AF7408.Click photographs - Photos may exist for this station.
 AF7408
 AF7408.The dynamic height is computed by dividing the NAVD 88
 AF7408.geopotential number by the normal gravity value computed on the
 AF7408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7408.degrees latitude (g = 980.6199 gals.).
 AF7408
 AF7408.The modeled gravity was interpolated from observed gravity values.
 AF7408
 AF7408;                    North         East    Units  Estimated Accuracy
 AF7408;SPC FL W     -   300,300.      201,380.      MT  (+/- 180 meters Scaled)
 AF7408
 AF7408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK021917(NAD 83)
 AF7408
 AF7408                          SUPERSEDED SURVEY CONTROL
 AF7408
 AF7408  NGVD 29 (09/01/92)    1.468  (m)            4.82   (f) ADJUSTED    2 1
 AF7408
 AF7408.Superseded values are not recommended for survey control.
 AF7408
 AF7408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7408.See file dsdata.pdf to determine how the superseded data were derived.
 AF7408
 AF7408_MARKER: DJ = TIDAL STATION DISK
 AF7408_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF7408+WITH SETTING: PAVEMENT
 AF7408_SP_SET: CONCRETE SLAB
 AF7408_STAMPING: 5835 A 1977
 AF7408_MARK LOGO: NOS
 AF7408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7408+STABILITY: SURFACE MOTION
 AF7408
 AF7408  HISTORY     - Date     Condition        Report By
 AF7408  HISTORY     - 1977     MONUMENTED       NOS
 AF7408  HISTORY     - 1984     GOOD             FLDNR
 AF7408  HISTORY     - 19960501 GOOD             USPSQD
 AF7408  HISTORY     - 20010710 MARK NOT FOUND   USPSQD
 AF7408
 AF7408                          STATION DESCRIPTION
 AF7408
 AF7408'DESCRIBED BY FL DEPT OF NAT RES 1984
 AF7408'4.1 MI SW FROM FORT OGDEN.
 AF7408'BEGIN AT THE FORT OGDEN POST OFFICE, GO 1.95 MILES SOUTH ON U.S.
 AF7408'HIGHWAY 17 TO THE JUNCTION OF LIVERPOOL ROAD, GO 1.15 MILES WESTERLY
 AF7408'ON LIVERPOOL ROAD TO ITS END AND THE MARK.  THE MARK IS SET IN THE
 AF7408'CONCRETE SLAB FOR A WATER PUMP, 2 FEET SOUTHWEST OF THE WATER TANK, 7
 AF7408'FEET NORTH OF THE RIVER BANK, AND 81 FEET SOUTH-SOUTHEAST OF THE REST
 AF7408'ROOMS.
 AF7408
 AF7408                          STATION RECOVERY (1996)
 AF7408
 AF7408'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF7408'RECOVERED IN GOOD CONDITION.
 AF7408
 AF7408                          STATION RECOVERY (2001)
 AF7408
 AF7408'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF7408'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF7409 ***********************************************************************
 AF7409  TIDAL BM    -  This is a Tidal Bench Mark.
 AF7409  DESIGNATION -  872 5835 B TIDAL
 AF7409  PID         -  AF7409
 AF7409  STATE/COUNTY-  FL/DE SOTO
 AF7409  COUNTRY     -  US
 AF7409  USGS QUAD   -  FORT OGDEN (2018)
 AF7409
 AF7409                         *CURRENT SURVEY CONTROL
 AF7409  ______________________________________________________________________
 AF7409* NAD 83(1986) POSITION- 27 02 39.     (N) 081 59 10.     (W)   SCALED
 AF7409* NAVD 88 ORTHO HEIGHT -     1.535 (meters)        5.04  (feet) POSTED
 AF7409  ______________________________________________________________________
 AF7409  GEOID HEIGHT    -        -24.211 (meters)                     GEOID18
 AF7409  DYNAMIC HEIGHT  -          1.53  (meters)        5.0   (feet) COMP
 AF7409  MODELED GRAVITY -    979,116.0   (mgal)                       NAVD 88
 AF7409
 AF7409  VERT ORDER      -  * POSTED, SEE BELOW
 AF7409
 AF7409.The horizontal coordinates were scaled from a map and have
 AF7409.an estimated accuracy of +/- 6 seconds.
 AF7409
 AF7409.The orthometric height was determined by differential leveling
 AF7409.and adjusted by the NATIONAL GEODETIC SURVEY in 1992.
 AF7409
 AF7409.* This is a POSTED BENCH MARK height.
 AF7409
 AF7409.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF7409.GEOID18 height accuracy estimate available here.
 AF7409
 AF7409.This Tidal Bench Mark is designated as VM 6083
 AF7409.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF7409
 AF7409.Click photographs - Photos may exist for this station.
 AF7409
 AF7409.The dynamic height is computed by dividing the NAVD 88
 AF7409.geopotential number by the normal gravity value computed on the
 AF7409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF7409.degrees latitude (g = 980.6199 gals.).
 AF7409
 AF7409.The modeled gravity was interpolated from observed gravity values.
 AF7409
 AF7409;                    North         East    Units  Estimated Accuracy
 AF7409;SPC FL W     -   300,300.      201,380.      MT  (+/- 180 meters Scaled)
 AF7409
 AF7409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK021917(NAD 83)
 AF7409
 AF7409                          SUPERSEDED SURVEY CONTROL
 AF7409
 AF7409  NGVD 29 (09/01/92)    1.882  (m)            6.17   (f) ADJUSTED    2 1
 AF7409
 AF7409.Superseded values are not recommended for survey control.
 AF7409
 AF7409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF7409.See file dsdata.pdf to determine how the superseded data were derived.
 AF7409
 AF7409_MARKER: DJ = TIDAL STATION DISK
 AF7409_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AF7409+WITH SETTING: PAVEMENT
 AF7409_SP_SET: CONCRETE FLOOR
 AF7409_STAMPING: 5835 B 1977
 AF7409_MARK LOGO: NOS
 AF7409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF7409+STABILITY: SURFACE MOTION
 AF7409
 AF7409  HISTORY     - Date     Condition        Report By
 AF7409  HISTORY     - 1977     MONUMENTED       NOS
 AF7409  HISTORY     - 1984     GOOD             FLDNR
 AF7409  HISTORY     - 19960501 MARK NOT FOUND   USPSQD
 AF7409  HISTORY     - 20010710 MARK NOT FOUND   USPSQD
 AF7409
 AF7409                          STATION DESCRIPTION
 AF7409
 AF7409'DESCRIBED BY FL DEPT OF NAT RES 1984
 AF7409'4.1 MI SW FROM FORT OGDEN.
 AF7409'BEGIN AT THE FORT OGDEN POST OFFICE, GO 1.95 MILES SOUTH ON U.S.
 AF7409'HIGHWAY 17 TO THE JUNCTION OF LIVERPOOL ROAD, GO 1.15 MILES WESTERLY
 AF7409'ON LIVERPOOL ROAD TO ITS END AND THE MARK.  THE MARK IS SET IN THE
 AF7409'CONCRETE FLOOR AT THE ENTRANCE TO THE LADIES REST ROOM, 2.5 FEET WEST
 AF7409'OF THE DOOR, 30 FEET SOUTH OF THE CENTERLINE OF A DIRT ROAD, AND 37
 AF7409'FEET SOUTH OF POWER POLE 5-5047-9502-08.
 AF7409
 AF7409                          STATION RECOVERY (1996)
 AF7409
 AF7409'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF7409'MARK NOT FOUND.
 AF7409
 AF7409                          STATION RECOVERY (2001)
 AF7409
 AF7409'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF7409'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF5099 ***********************************************************************
 AF5099  TIDAL BM    -  This is a Tidal Bench Mark.
 AF5099  DESIGNATION -  872 5835 TIDAL LIVERPOOL 4
 AF5099  PID         -  AF5099
 AF5099  STATE/COUNTY-  FL/DE SOTO
 AF5099  COUNTRY     -  US
 AF5099  USGS QUAD   -  FORT OGDEN (2018)
 AF5099
 AF5099                         *CURRENT SURVEY CONTROL
 AF5099  ______________________________________________________________________
 AF5099* NAD 83(1986) POSITION- 27 02 43.     (N) 081 59 08.     (W)   SCALED
 AF5099* NAVD 88 ORTHO HEIGHT -     1.040 (meters)        3.41  (feet) ADJUSTED
 AF5099  ______________________________________________________________________
 AF5099  GEOID HEIGHT    -        -24.213 (meters)                     GEOID18
 AF5099  DYNAMIC HEIGHT  -          1.038 (meters)        3.41  (feet) COMP
 AF5099  MODELED GRAVITY -    979,116.0   (mgal)                       NAVD 88
 AF5099
 AF5099  VERT ORDER      -  FIRST     CLASS I
 AF5099
 AF5099.The horizontal coordinates were scaled from a map and have
 AF5099.an estimated accuracy of +/- 6 seconds.
 AF5099
 AF5099.The orthometric height was determined by differential leveling and
 AF5099.adjusted by the NATIONAL GEODETIC SURVEY
 AF5099.in June 1991.
 AF5099
 AF5099.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF5099.GEOID18 height accuracy estimate available here.
 AF5099
 AF5099.This Tidal Bench Mark is designated as VM 6085
 AF5099.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF5099
 AF5099.Click photographs - Photos may exist for this station.
 AF5099
 AF5099.The dynamic height is computed by dividing the NAVD 88
 AF5099.geopotential number by the normal gravity value computed on the
 AF5099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5099.degrees latitude (g = 980.6199 gals.).
 AF5099
 AF5099.The modeled gravity was interpolated from observed gravity values.
 AF5099
 AF5099;                    North         East    Units  Estimated Accuracy
 AF5099;SPC FL W     -   300,420.      201,430.      MT  (+/- 180 meters Scaled)
 AF5099
 AF5099_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK022918(NAD 83)
 AF5099
 AF5099                          SUPERSEDED SURVEY CONTROL
 AF5099
 AF5099  NGVD 29 (??/??/92)    1.387  (m)            4.55   (f) SUPERSEDED  1 1
 AF5099  NGVD 29 (09/01/92)    1.387  (m)            4.55   (f) ADJUSTED    1 1
 AF5099
 AF5099.Superseded values are not recommended for survey control.
 AF5099
 AF5099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5099.See file dsdata.pdf to determine how the superseded data were derived.
 AF5099
 AF5099_MARKER: DB = BENCH MARK DISK
 AF5099_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AF5099_SP_SET: FLOOR
 AF5099_STAMPING: LIVERPOOL BM 4 1959
 AF5099_MARK LOGO: CGS
 AF5099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AF5099
 AF5099  HISTORY     - Date     Condition        Report By
 AF5099  HISTORY     - 1959     MONUMENTED       CGS
 AF5099  HISTORY     - 1966     GOOD             CGS
 AF5099  HISTORY     - 1984     GOOD             FLDNR
 AF5099  HISTORY     - 19960501 GOOD             USPSQD
 AF5099  HISTORY     - 20010710 GOOD             USPSQD
 AF5099
 AF5099                          STATION DESCRIPTION
 AF5099
 AF5099'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AF5099'4.4 MI SW FROM FORT OGDEN.
 AF5099'ABOUT 2.5 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD
 AF5099'FROM THE STATION AT FORT OGDEN, THENCE ABOUT 1.9 MILES WEST AND
 AF5099'SOUTHWEST ALONG A BLACK TOPPED ROAD, AT LIVERPOOL FISH CAMP, IN
 AF5099'SECTION 35, R 23 E, T 39 S, SET IN THE TOP NEAR THE SOUTH SIDE OF
 AF5099'A CONCRETE FLOOR FOR A COVERED PICNIC SHED, 1.0 FOOT NORTH OF THE
 AF5099'SOUTH SIDE, 8.3 FEET WEST OF THE SOUTHEAST CORNER OF THE FLOOR,
 AF5099'13 FEET EAST OF THE EXTENDED CENTER LINE OF THE BLACK TOPPED
 AF5099'ROAD, 19 FEET WEST OF THE CENTER LINE OF THE BOAT RAMP, AND ABOUT
 AF5099'LEVEL WITH THE DRIVE.  TIDAL LIST-FLORIDA III 21.  ALSO ABOUT
 AF5099'2.35 MILES SOUTH ALONG U.S. HIGHWAY 17 FROM THE ATLANTIC COAST
 AF5099'LINE RAILROAD STATION AT FORT OGDEN, THENCE ABOUT 2.2 MILES WEST
 AF5099'AND SOUTHWEST ALONG A BLACK TOPPED ROAD.
 AF5099
 AF5099                          STATION RECOVERY (1984)
 AF5099
 AF5099'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF5099'RECOVERED IN GOOD CONDITION.
 AF5099
 AF5099                          STATION RECOVERY (1996)
 AF5099
 AF5099'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF5099'RECOVERED IN GOOD CONDITION.
 AF5099
 AF5099                          STATION RECOVERY (2001)
 AF5099
 AF5099'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF5099'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF5100 ***********************************************************************
 AF5100  TIDAL BM    -  This is a Tidal Bench Mark.
 AF5100  DESIGNATION -  872 5835 TIDAL LIVERPOOL 1
 AF5100  PID         -  AF5100
 AF5100  STATE/COUNTY-  FL/DE SOTO
 AF5100  COUNTRY     -  US
 AF5100  USGS QUAD   -  FORT OGDEN (2018)
 AF5100
 AF5100                         *CURRENT SURVEY CONTROL
 AF5100  ______________________________________________________________________
 AF5100* NAD 83(1986) POSITION- 27 02 42.     (N) 081 59 05.     (W)   SCALED
 AF5100* NAVD 88 ORTHO HEIGHT -     1.529 (meters)        5.02  (feet) ADJUSTED
 AF5100  ______________________________________________________________________
 AF5100  GEOID HEIGHT    -        -24.214 (meters)                     GEOID18
 AF5100  DYNAMIC HEIGHT  -          1.527 (meters)        5.01  (feet) COMP
 AF5100  MODELED GRAVITY -    979,116.0   (mgal)                       NAVD 88
 AF5100
 AF5100  VERT ORDER      -  FIRST     CLASS I
 AF5100
 AF5100.The horizontal coordinates were scaled from a map and have
 AF5100.an estimated accuracy of +/- 6 seconds.
 AF5100
 AF5100.The orthometric height was determined by differential leveling and
 AF5100.adjusted by the NATIONAL GEODETIC SURVEY
 AF5100.in June 1991.
 AF5100
 AF5100.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF5100.GEOID18 height accuracy estimate available here.
 AF5100
 AF5100.This Tidal Bench Mark is designated as VM 6084
 AF5100.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF5100
 AF5100.Click photographs - Photos may exist for this station.
 AF5100
 AF5100.The dynamic height is computed by dividing the NAVD 88
 AF5100.geopotential number by the normal gravity value computed on the
 AF5100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5100.degrees latitude (g = 980.6199 gals.).
 AF5100
 AF5100.The modeled gravity was interpolated from observed gravity values.
 AF5100
 AF5100;                    North         East    Units  Estimated Accuracy
 AF5100;SPC FL W     -   300,390.      201,520.      MT  (+/- 180 meters Scaled)
 AF5100
 AF5100_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK023918(NAD 83)
 AF5100
 AF5100                          SUPERSEDED SURVEY CONTROL
 AF5100
 AF5100  NGVD 29 (??/??/92)    1.876  (m)            6.15   (f) SUPERSEDED  1 1
 AF5100  NGVD 29 (09/01/92)    1.876  (m)            6.15   (f) ADJUSTED    1 1
 AF5100
 AF5100.Superseded values are not recommended for survey control.
 AF5100
 AF5100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5100.See file dsdata.pdf to determine how the superseded data were derived.
 AF5100
 AF5100_MARKER: DB = BENCH MARK DISK
 AF5100_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 AF5100+WITH SETTING: INTO GROUND
 AF5100_STAMPING: LIVERPOOL BM 1 1956
 AF5100_MARK LOGO: CGS
 AF5100_MAGNETIC: I = MARKER IS A STEEL ROD
 AF5100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5100+STABILITY: SURFACE MOTION
 AF5100
 AF5100  HISTORY     - Date     Condition        Report By
 AF5100  HISTORY     - 1956     MONUMENTED       CGS
 AF5100  HISTORY     - 1966     GOOD             CGS
 AF5100  HISTORY     - 1984     GOOD             FLDNR
 AF5100  HISTORY     - 19960501 GOOD             USPSQD
 AF5100  HISTORY     - 20010710 GOOD             USPSQD
 AF5100
 AF5100                          STATION DESCRIPTION
 AF5100
 AF5100'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AF5100'4.4 MI SW FROM FORT OGDEN.
 AF5100'ABOUT 2.5 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD
 AF5100'FROM THE STATION AT FORT OGDEN, THENCE ABOUT 1.9 MILES WEST AND
 AF5100'SOUTHWEST ALONG A BLACK TOPPED ROAD, AT LIVERPOOL FISH CAMP, IN
 AF5100'SECTION 35, R 23 E, T 39 S, 129 YARDS SOUTHEAST OF THE COVERED
 AF5100'PICNIC AREA, 99 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 AF5100'LEADING SOUTHEAST, 44.5 FEET WEST OF THE WEST CORNER OF THE
 AF5100'CONCRETE BLOCK STORE BUILDING, 108.0 FEET WEST OF TIDAL BENCH
 AF5100'MARK 3 DESCRIBED, AND SET IN TOP OF A 4-INCH IRON PIPE PROJECTING
 AF5100'1.4 FEET.  TIDAL LIST-FLORIDA III 21.
 AF5100
 AF5100                          STATION RECOVERY (1984)
 AF5100
 AF5100'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF5100'RECOVERED IN GOOD CONDITION.
 AF5100
 AF5100                          STATION RECOVERY (1996)
 AF5100
 AF5100'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF5100'RECOVERED IN GOOD CONDITION.
 AF5100
 AF5100                          STATION RECOVERY (2001)
 AF5100
 AF5100'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF5100'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AF5101 ***********************************************************************
 AF5101  TIDAL BM    -  This is a Tidal Bench Mark.
 AF5101  DESIGNATION -  872 5835 TIDAL LIVERPOOL 3
 AF5101  PID         -  AF5101
 AF5101  STATE/COUNTY-  FL/DE SOTO
 AF5101  COUNTRY     -  US
 AF5101  USGS QUAD   -  FORT OGDEN (2018)
 AF5101
 AF5101                         *CURRENT SURVEY CONTROL
 AF5101  ______________________________________________________________________
 AF5101* NAD 83(1986) POSITION- 27 02 41.     (N) 081 59 09.     (W)   SCALED
 AF5101* NAVD 88 ORTHO HEIGHT -     1.281 (meters)        4.20  (feet) ADJUSTED
 AF5101  ______________________________________________________________________
 AF5101  GEOID HEIGHT    -        -24.212 (meters)                     GEOID18
 AF5101  DYNAMIC HEIGHT  -          1.279 (meters)        4.20  (feet) COMP
 AF5101  MODELED GRAVITY -    979,116.0   (mgal)                       NAVD 88
 AF5101
 AF5101  VERT ORDER      -  FIRST     CLASS I
 AF5101
 AF5101.The horizontal coordinates were scaled from a map and have
 AF5101.an estimated accuracy of +/- 6 seconds.
 AF5101
 AF5101.The orthometric height was determined by differential leveling and
 AF5101.adjusted by the NATIONAL GEODETIC SURVEY
 AF5101.in June 1991.
 AF5101
 AF5101.Significant digits in the geoid height do not necessarily reflect accuracy.
 AF5101.GEOID18 height accuracy estimate available here.
 AF5101
 AF5101.This Tidal Bench Mark is designated as VM 6086
 AF5101.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AF5101
 AF5101.Click photographs - Photos may exist for this station.
 AF5101
 AF5101.The dynamic height is computed by dividing the NAVD 88
 AF5101.geopotential number by the normal gravity value computed on the
 AF5101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AF5101.degrees latitude (g = 980.6199 gals.).
 AF5101
 AF5101.The modeled gravity was interpolated from observed gravity values.
 AF5101
 AF5101;                    North         East    Units  Estimated Accuracy
 AF5101;SPC FL W     -   300,360.      201,410.      MT  (+/- 180 meters Scaled)
 AF5101
 AF5101_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RMK022917(NAD 83)
 AF5101
 AF5101                          SUPERSEDED SURVEY CONTROL
 AF5101
 AF5101  NGVD 29 (??/??/92)    1.629  (m)            5.34   (f) SUPERSEDED  1 1
 AF5101  NGVD 29 (09/01/92)    1.629  (m)            5.34   (f) ADJUSTED    1 1
 AF5101
 AF5101.Superseded values are not recommended for survey control.
 AF5101
 AF5101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AF5101.See file dsdata.pdf to determine how the superseded data were derived.
 AF5101
 AF5101_MARKER: DB = BENCH MARK DISK
 AF5101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AF5101_STAMPING: LIVERPOOL 3
 AF5101_MARK LOGO: CGS
 AF5101_PROJECTION: FLUSH
 AF5101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AF5101+STABILITY: SURFACE MOTION
 AF5101
 AF5101  HISTORY     - Date     Condition        Report By
 AF5101  HISTORY     - UNK      MONUMENTED       CGS
 AF5101  HISTORY     - 1966     GOOD             CGS
 AF5101  HISTORY     - 1984     GOOD             FLDNR
 AF5101  HISTORY     - 19960501 GOOD             USPSQD
 AF5101  HISTORY     - 20010710 GOOD             USPSQD
 AF5101
 AF5101                          STATION DESCRIPTION
 AF5101
 AF5101'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AF5101'4.4 MI SW FROM FORT OGDEN.
 AF5101'ABOUT 2.5 MILES SOUTH ALONG THE ATLANTIC COAST LINE RAILROAD
 AF5101'FROM THE STATION AT FORT OGDEN, THENCE ABOUT 1.9 MILES WEST AND
 AF5101'SOUTHWEST ALONG A BLACK TOPPED ROAD, AT LIVERPOOL FISH CAMP, IN
 AF5101'SECTION 35, R 23 E, T 39 S, 132 YARDS SOUTHEAST OF A COVERED
 AF5101'PICNIC AREA, 119 FEET NORTHEAST OF A WATER LINE, 47 FEET NORTHEAST
 AF5101'OF THE NORTH CORNER OF A CONCRETE BLOCK STORE BUILDING, 39 FEET
 AF5101'SOUTHEAST OF THE CENTER LINE OF ROAD LEADING TO GAS PUMPS FOR
 AF5101'BOATS, 108 FEET EAST OF TIDAL BENCH MARK 1 DESCRIBED, 1.2 FEET
 AF5101'FROM A METAL WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 AF5101'FLUSH WITH THE GROUND.  TIDAL LIST-FLORIDA III 21.
 AF5101
 AF5101                          STATION RECOVERY (1984)
 AF5101
 AF5101'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AF5101'RECOVERED IN GOOD CONDITION.
 AF5101
 AF5101                          STATION RECOVERY (1996)
 AF5101
 AF5101'RECOVERY NOTE BY US POWER SQUADRON 1996
 AF5101'RECOVERED IN GOOD CONDITION.
 AF5101
 AF5101                          STATION RECOVERY (2001)
 AF5101
 AF5101'RECOVERY NOTE BY US POWER SQUADRON 2001 (MDB)
 AF5101'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0930 ***********************************************************************
 AG0930  DESIGNATION -  872 5836 1
 AG0930  PID         -  AG0930
 AG0930  STATE/COUNTY-  FL/SARASOTA
 AG0930  COUNTRY     -  US
 AG0930  USGS QUAD   -  MYAKKA RIVER (2018)
 AG0930
 AG0930                         *CURRENT SURVEY CONTROL
 AG0930  ______________________________________________________________________
 AG0930* NAD 83(1986) POSITION- 27 02 41.     (N) 082 17 35.     (W)   SCALED
 AG0930* NAVD 88 ORTHO HEIGHT -     1.075 (meters)        3.53  (feet) ADJUSTED
 AG0930  ______________________________________________________________________
 AG0930  GEOID HEIGHT    -        -23.928 (meters)                     GEOID18
 AG0930  DYNAMIC HEIGHT  -          1.073 (meters)        3.52  (feet) COMP
 AG0930  MODELED GRAVITY -    979,129.9   (mgal)                       NAVD 88
 AG0930
 AG0930  VERT ORDER      -  SECOND    CLASS I
 AG0930
 AG0930.The horizontal coordinates were scaled from a map and have
 AG0930.an estimated accuracy of +/- 6 seconds.
 AG0930
 AG0930.The orthometric height was determined by differential leveling and
 AG0930.adjusted by the NATIONAL GEODETIC SURVEY
 AG0930.in June 1991.
 AG0930
 AG0930.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0930.GEOID18 height accuracy estimate available here.
 AG0930
 AG0930.Click photographs - Photos may exist for this station.
 AG0930
 AG0930.The dynamic height is computed by dividing the NAVD 88
 AG0930.geopotential number by the normal gravity value computed on the
 AG0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0930.degrees latitude (g = 980.6199 gals.).
 AG0930
 AG0930.The modeled gravity was interpolated from observed gravity values.
 AG0930
 AG0930;                    North         East    Units  Estimated Accuracy
 AG0930;SPC FL W     -   300,390.      170,930.      MT  (+/- 180 meters Scaled)
 AG0930
 AG0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK717920(NAD 83)
 AG0930
 AG0930                          SUPERSEDED SURVEY CONTROL
 AG0930
 AG0930.No superseded survey control is available for this station.
 AG0930
 AG0930_MARKER: DD = SURVEY DISK
 AG0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG0930_STAMPING: BM 1 RESET 1975
 AG0930_MARK LOGO: NOS
 AG0930_PROJECTION: FLUSH
 AG0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0930+STABILITY: SURFACE MOTION
 AG0930
 AG0930  HISTORY     - Date     Condition        Report By
 AG0930  HISTORY     - 1975     MONUMENTED       NOS
 AG0930  HISTORY     - 1984     GOOD             FLDNR
 AG0930  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 AG0930  HISTORY     - 20080625 MARK NOT FOUND   FLDEP
 AG0930
 AG0930                          STATION DESCRIPTION
 AG0930
 AG0930'DESCRIBED BY NATIONAL OCEAN SERVICE 1975
 AG0930'3 MI W FROM NORTH PORT CHARLOTTE.
 AG0930'3.0 MILES WEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 AG0930'BISCAYNE DRIVE AT THE STOP LIGHT IN NORTH PORT CHARLOTTE OR
 AG0930'11.3 MILES SOUTH AND EAST ALONG U.S. HIGHWAY 41 (BY-WAY) FROM
 AG0930'ITS JUNCTION WITH VENICE AVENUE IN VENICE, ON PROPERTY OF MRS.
 AG0930'HELEN HODGES, 121 PLAMORE DRIVE, VENICE, ON GROUNDS OF THE
 AG0930'PLAMORE APARTMENT AND MOTELS, SOUTH OF THE BRIDGE OVER THE
 AG0930'MYAKKA RIVER, 4 FEET SOUTHEAST OF HIGHWAY RIGHT-OF-WAY, 1.2 FEET
 AG0930'NORTHEAST OF THE NORTH CORNER OF THE SECOND CONCRETE BUILDING
 AG0930'WEST OF THE MYAKKA RIVER, A DISK SET IN THE TOP OF A 12-INCH
 AG0930'ROUND CONCRETE MONUMENT THAT IS SET FLUSH WITH GROUND.  TIDAL
 AG0930'STA 3-23.  SECTION 34, T39S, R20E.
 AG0930
 AG0930                          STATION RECOVERY (1984)
 AG0930
 AG0930'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG0930'RECOVERED IN GOOD CONDITION.
 AG0930
 AG0930                          STATION RECOVERY (2002)
 AG0930
 AG0930'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG0930'MARK NOT FOUND.
 AG0930
 AG0930                          STATION RECOVERY (2008)
 AG0930
 AG0930'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG0930'NOT RECOVERED.  THE AREA HAS BEEN COMPLETELY REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1039 ***********************************************************************
 AG1039  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1039  DESIGNATION -  872 5836 2
 AG1039  PID         -  AG1039
 AG1039  STATE/COUNTY-  FL/SARASOTA
 AG1039  COUNTRY     -  US
 AG1039  USGS QUAD   -  MYAKKA RIVER (2018)
 AG1039
 AG1039                         *CURRENT SURVEY CONTROL
 AG1039  ______________________________________________________________________
 AG1039* NAD 83(1986) POSITION- 27 02 40.     (N) 082 17 35.     (W)   SCALED
 AG1039* NAVD 88 ORTHO HEIGHT -     1.171 (meters)        3.84  (feet) ADJUSTED
 AG1039  ______________________________________________________________________
 AG1039  GEOID HEIGHT    -        -23.927 (meters)                     GEOID18
 AG1039  DYNAMIC HEIGHT  -          1.169 (meters)        3.84  (feet) COMP
 AG1039  MODELED GRAVITY -    979,129.9   (mgal)                       NAVD 88
 AG1039
 AG1039  VERT ORDER      -  SECOND    CLASS I
 AG1039
 AG1039.The horizontal coordinates were scaled from a map and have
 AG1039.an estimated accuracy of +/- 6 seconds.
 AG1039
 AG1039.The orthometric height was determined by differential leveling and
 AG1039.adjusted by the NATIONAL GEODETIC SURVEY
 AG1039.in June 1991.
 AG1039
 AG1039.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1039.GEOID18 height accuracy estimate available here.
 AG1039
 AG1039.This Tidal Bench Mark is designated as VM 6087
 AG1039.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1039
 AG1039.Click photographs - Photos may exist for this station.
 AG1039
 AG1039.The dynamic height is computed by dividing the NAVD 88
 AG1039.geopotential number by the normal gravity value computed on the
 AG1039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1039.degrees latitude (g = 980.6199 gals.).
 AG1039
 AG1039.The modeled gravity was interpolated from observed gravity values.
 AG1039
 AG1039;                    North         East    Units  Estimated Accuracy
 AG1039;SPC FL W     -   300,360.      170,930.      MT  (+/- 180 meters Scaled)
 AG1039
 AG1039_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK717920(NAD 83)
 AG1039
 AG1039                          SUPERSEDED SURVEY CONTROL
 AG1039
 AG1039.No superseded survey control is available for this station.
 AG1039
 AG1039_MARKER: DV = VERTICAL CONTROL DISK
 AG1039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1039_STAMPING: BM 2 RESET 1975
 AG1039_MARK LOGO: NGS
 AG1039_PROJECTION: FLUSH
 AG1039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1039+STABILITY: SURFACE MOTION
 AG1039
 AG1039  HISTORY     - Date     Condition        Report By
 AG1039  HISTORY     - 1975     MONUMENTED       NGS
 AG1039  HISTORY     - 1984     GOOD             FLDNR
 AG1039  HISTORY     - 20020110 MARK NOT FOUND   USPSQD
 AG1039  HISTORY     - 20080625 MARK NOT FOUND   FLDEP
 AG1039
 AG1039                          STATION DESCRIPTION
 AG1039
 AG1039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG1039'3 MI W FROM NORTH PORT CHARLOTTE.
 AG1039'3.0 MILES WEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 AG1039'BISCAYNE DRIVE AT THE STOP LIGHT IN NORTH PORT CHARLOTTE OR 11.3
 AG1039'MILES SOUTH AND EAST ALONG U.S. HIGHWAY 41 (BY-WAY) FROM ITS
 AG1039'JUNCTION WITH VENICE AVENUE IN VENICE, ON PROPERTY OF MRS. HELEN
 AG1039'HODGES, 121 PLAMORE DRIVE, VENICE, ON GROUNDS OF THE PLAMORE
 AG1039'APARTMENTS AND MOTELS, SOUTH OF BRIDGE OVER THE MYAKKA RIVER,
 AG1039'3.3 FEET WEST OF THE WEST CORNER OF TELEPHONE BOOTH, 2 FEET
 AG1039'SOUTHEAST OF HIGHWAY RIGHT-OF-WAY LINE, 1.2 FEET EAST OF THE
 AG1039'NORTH CORNER OF A CONCRETE BLOCK BUILDING AND A DISK SET IN THE
 AG1039'TOP OF A 12-INCH ROUND CONCRETE MONUMENT THAT IS SET FLUSH
 AG1039'WITH THE GROUND SURFACE.  TIDAL STA 3-23.  SECTION 34, T39S, R20E.
 AG1039
 AG1039                          STATION RECOVERY (1984)
 AG1039
 AG1039'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1039'RECOVERED IN GOOD CONDITION.
 AG1039
 AG1039                          STATION RECOVERY (2002)
 AG1039
 AG1039'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG1039'APPEARS BURIED UNDER ELEVATED HIGHWAY EARTHWORK
 AG1039
 AG1039                          STATION RECOVERY (2008)
 AG1039
 AG1039'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG1039'NOT RECOVERED.  NOTE--THE AREA HAS BEEN COMPLETELY REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1863 ***********************************************************************
 AG1863  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1863  DESIGNATION -  872 5836 3
 AG1863  PID         -  AG1863
 AG1863  STATE/COUNTY-  FL/SARASOTA
 AG1863  COUNTRY     -  US
 AG1863  USGS QUAD   -  MYAKKA RIVER (2018)
 AG1863
 AG1863                         *CURRENT SURVEY CONTROL
 AG1863  ______________________________________________________________________
 AG1863* NAD 83(1986) POSITION- 27 02 39.2    (N) 082 17 35.6    (W)   HD_HELD2
 AG1863* NAVD 88 ORTHO HEIGHT -     1.141 (meters)        3.74  (feet) ADJUSTED
 AG1863  ______________________________________________________________________
 AG1863  GEOID HEIGHT    -        -23.927 (meters)                     GEOID18
 AG1863  DYNAMIC HEIGHT  -          1.139 (meters)        3.74  (feet) COMP
 AG1863  MODELED GRAVITY -    979,129.9   (mgal)                       NAVD 88
 AG1863
 AG1863  VERT ORDER      -  FIRST     CLASS II
 AG1863
 AG1863.The horizontal coordinates were established by autonomous hand held GPS
 AG1863.observations and have an estimated accuracy of +/- 10 meters.
 AG1863
 AG1863.The orthometric height was determined by differential leveling and
 AG1863.adjusted by the NATIONAL GEODETIC SURVEY
 AG1863.in May 2008.
 AG1863
 AG1863.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1863.GEOID18 height accuracy estimate available here.
 AG1863
 AG1863.This Tidal Bench Mark is designated as VM 6091
 AG1863.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1863
 AG1863.This Tidal Bench Mark is designated as VM 14246
 AG1863.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1863
 AG1863.Click photographs - Photos may exist for this station.
 AG1863
 AG1863.The dynamic height is computed by dividing the NAVD 88
 AG1863.geopotential number by the normal gravity value computed on the
 AG1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1863.degrees latitude (g = 980.6199 gals.).
 AG1863
 AG1863.The modeled gravity was interpolated from observed gravity values.
 AG1863
 AG1863;                    North         East    Units  Estimated Accuracy
 AG1863;SPC FL W     -   300,338.      170,909.      MT  (+/- 10 meters HH2 GPS)
 AG1863
 AG1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7173691991(NAD 83)
 AG1863
 AG1863                          SUPERSEDED SURVEY CONTROL
 AG1863
 AG1863  NAVD 88 (06/15/91)    1.160  (m)            3.81   (f) SUPERSEDED  1 1
 AG1863  NGVD 29 (??/??/92)    1.50   (m)            4.9    (f) COMPUTED    1 1
 AG1863
 AG1863.Superseded values are not recommended for survey control.
 AG1863
 AG1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1863.See file dsdata.pdf to determine how the superseded data were derived.
 AG1863
 AG1863_MARKER: DB = BENCH MARK DISK
 AG1863_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG1863_SP_SET: SIDEWALK
 AG1863_STAMPING: BM 3
 AG1863_MARK LOGO: CGS
 AG1863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG1863+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2011
 AG1863
 AG1863  HISTORY     - Date     Condition        Report By
 AG1863  HISTORY     - 1959     MONUMENTED       CGS
 AG1863  HISTORY     - 1975     GOOD             NGS
 AG1863  HISTORY     - 1984     GOOD             FLDNR
 AG1863  HISTORY     - 20020110 GOOD             USPSQD
 AG1863  HISTORY     - 20051004 GOOD             FLDEP
 AG1863  HISTORY     - 20080625 GOOD             FLDEP
 AG1863  HISTORY     - 20110308 GOOD             GEOCAC
 AG1863  HISTORY     - 20190120 MARK NOT FOUND   INDIV
 AG1863
 AG1863                          STATION DESCRIPTION
 AG1863
 AG1863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG1863'3 MI W FROM NORTH PORT CHARLOTTE.
 AG1863'3.0 MILES WEST ALONG U.S. HIGHWAY 41 FROM ITS JUNCTION WITH
 AG1863'BISCAYNE DRIVE AT THE STOP LIGHT IN NORTH PORT CHARLOTTE OR 11.3
 AG1863'MILES SOUTH AND EAST ALONG U.S. HIGHWAY 41 (BY-WAY) FROM ITS
 AG1863'JUNCTION WITH VENICE AVENUE IN VENICE, ON PROPERTY OF MRS. HELEN
 AG1863'HODGES, 121 PLAMORE DRIVE, VENICE, ON GROUNDS OF THE PLAMORE
 AG1863'APARTMENTS AND MOTELS, 62 FEET NORTHWEST OF THE NORTHWEST SIDE
 AG1863'OF BOAT DOCK, 43 FEET SOUTHWEST OF THE WEST BANK OF MYAKKA RIVER,
 AG1863'AT THE NORTH CORNER OF A 2 STORY APARTMENT BUILDING CONSTRUCTED
 AG1863'OF BRICK AND BLOCK AND A DISK CEMENTED IN A DRILL HOLE IN THE
 AG1863'SIDEWALK AROUND THE BUILDING.  SEC 34, T39S, R20E.
 AG1863
 AG1863                          STATION RECOVERY (1984)
 AG1863
 AG1863'RECOVERY NOTE BY FL DEPT OF NAT RES 1984
 AG1863'RECOVERED IN GOOD CONDITION.
 AG1863
 AG1863                          STATION RECOVERY (2002)
 AG1863
 AG1863'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG1863'RECOVERED IN GOOD CONDITION.
 AG1863
 AG1863                          STATION RECOVERY (2005)
 AG1863
 AG1863'RECOVERY NOTE BY FL DEPT OF ENV PRO 2005 (BPJ)
 AG1863'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS,
 AG1863'
 AG1863'TO REACH THE MARK FROM THE  JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 AG1863'776 SOUTH IN PORT CHARLOTTE, GO WEST ON U.S. HIGHWAY 41 FOR 6.85 MI TO
 AG1863'THE INTERSECTION OF SOUTH BISCAYNE DRIVE, CONTINUE WEST ON U.S.
 AG1863'HIGHWAY 41 FOR 2.8 MI TO THE WEST END OF THE MYAKKA RIVER BRIDGE AND
 AG1863'THE ENTRANCE TO THE MYAKKA RIVER OYSTER BAR ON THE LEFT, TURN LEFT AND
 AG1863'GO SOUTHEAST THROUGH THE RESTAURANT PARKING LOT FOR 0.05 MI TO A
 AG1863'SIDEWALK BETWEEN THE RESTAURANT AND A TWO STORY BUILDING AND THE MARK
 AG1863'SET FLUSH IN THE TOP OF A CONCRETE SIDEWALK LEVEL WITH THE RESTAURANT
 AG1863'PARKING LOT.
 AG1863
 AG1863                          STATION RECOVERY (2008)
 AG1863
 AG1863'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG1863'RECOVERED AS DESCRIBED.
 AG1863
 AG1863                          STATION RECOVERY (2011)
 AG1863
 AG1863'RECOVERY NOTE BY GEOCACHING 2011 (DEC)
 AG1863'RECOVERED AS DESCRIBED EXCEPT BUILDING IS PRESENTLY ABANDONED.
 AG1863
 AG1863                          STATION RECOVERY (2019)
 AG1863
 AG1863'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG1863'THE SIDEWALK HAS BEEN REDONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7854 ***********************************************************************
 AG7854  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7854  DESIGNATION -  872 5837 A
 AG7854  PID         -  AG7854
 AG7854  STATE/COUNTY-  FL/SARASOTA
 AG7854  COUNTRY     -  US
 AG7854  USGS QUAD   -  MYAKKA RIVER (2018)
 AG7854
 AG7854                         *CURRENT SURVEY CONTROL
 AG7854  ______________________________________________________________________
 AG7854* NAD 83(1986) POSITION- 27 02 39.90   (N) 082 17 36.12   (W)   HD_HELD1
 AG7854* NAVD 88 ORTHO HEIGHT -     1.215 (meters)        3.99  (feet) ADJUSTED
 AG7854  ______________________________________________________________________
 AG7854  GEOID HEIGHT    -        -23.927 (meters)                     GEOID18
 AG7854  DYNAMIC HEIGHT  -          1.213 (meters)        3.98  (feet) COMP
 AG7854  MODELED GRAVITY -    979,130.0   (mgal)                       NAVD 88
 AG7854
 AG7854  VERT ORDER      -  FIRST     CLASS II
 AG7854
 AG7854.The horizontal coordinates were determined by differentially corrected
 AG7854.hand held GPS observations or other comparable positioning techniques
 AG7854.and have an estimated accuracy of +/- 3 meters.
 AG7854
 AG7854.The orthometric height was determined by differential leveling and
 AG7854.adjusted by the NATIONAL GEODETIC SURVEY
 AG7854.in August 2010.
 AG7854
 AG7854.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7854.GEOID18 height accuracy estimate available here.
 AG7854
 AG7854.This Tidal Bench Mark is designated as VM 6089
 AG7854.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7854
 AG7854.Click photographs - Photos may exist for this station.
 AG7854
 AG7854.The dynamic height is computed by dividing the NAVD 88
 AG7854.geopotential number by the normal gravity value computed on the
 AG7854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7854.degrees latitude (g = 980.6199 gals.).
 AG7854
 AG7854.The modeled gravity was interpolated from observed gravity values.
 AG7854
 AG7854;                    North         East    Units  Estimated Accuracy
 AG7854;SPC FL W     -   300,359.2     170,895.0     MT  (+/- 3 meters HH1 GPS) 
 AG7854
 AG7854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7172292013(NAD 83)
 AG7854
 AG7854                          SUPERSEDED SURVEY CONTROL
 AG7854
 AG7854  NAVD 88 (06/15/91)    1.234  (m)            4.05   (f) SUPERSEDED  2 1
 AG7854
 AG7854.Superseded values are not recommended for survey control.
 AG7854
 AG7854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7854.See file dsdata.pdf to determine how the superseded data were derived.
 AG7854
 AG7854_MARKER: DB = BENCH MARK DISK
 AG7854_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7854_SP_SET: SIDEWALK
 AG7854_STAMPING: 5837 A 1977
 AG7854_MARK LOGO: NOS
 AG7854_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7854_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7854+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2019
 AG7854
 AG7854  HISTORY     - Date     Condition        Report By
 AG7854  HISTORY     - 1977     MONUMENTED       NOS
 AG7854  HISTORY     - 1984     GOOD             FLDNR
 AG7854  HISTORY     - 20020110 GOOD             USPSQD
 AG7854  HISTORY     - 20080625 GOOD             FLDEP
 AG7854  HISTORY     - 20140916 GOOD             GEOCAC
 AG7854  HISTORY     - 20190120 GOOD             INDIV
 AG7854
 AG7854                          STATION DESCRIPTION
 AG7854
 AG7854'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7854'11.95 MI SE FROM VENICE.
 AG7854'THE MARK IS NEAR THE SOUTHWEST END OF THE U.S. HIGHWAY 41 BRIDGE OVER
 AG7854'THE MYAKKA RIVER.  THE MARK IS SET IN THE CONCRETE WALKWAY IN FRONT OF
 AG7854'THE MYAKKA RIVER INN RESTAURANT WHICH IS ADJACENT TO THE BRIDGE, 4.2
 AG7854'FEET SOUTHWEST OF THE SOUTHWEST CORNER, 38 FEET NORTHEAST OF THE
 AG7854'CENTERLINE OF THE DRIVE, AND 56 FEET SOUTHWEST OF THE SOUTHEAST CORNER
 AG7854'OF THE RESTAURANT.
 AG7854'THE MARK IS 1 FT ABOVE GROUND.
 AG7854
 AG7854                          STATION RECOVERY (2002)
 AG7854
 AG7854'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7854'RECOVERED IN GOOD CONDITION.
 AG7854
 AG7854                          STATION RECOVERY (2008)
 AG7854
 AG7854'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7854'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AG7854'THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD 776 SOUTH
 AG7854'IN PORT CHARLOTTE, GO WEST ON U.S. HIGHWAY 41 FOR 6.85 MI (11.0 KM) TO
 AG7854'THE INTERSECTION OF SOUTH BISCAYNE DRIVE, CONTINUE WEST ON U.S.
 AG7854'HIGHWAY 41 FOR 2.8 MI (4.5 KM) TO THE WEST END OF THE MYAKKA RIVER
 AG7854'BRIDGE AND THE ENTRANCE DRIVEWAY TO THE MYAKKA RIVER OYSTER BAR ON THE
 AG7854'LEFT, TURN LEFT ON THE ENTRANCE DRIVEWAY AND GO SOUTHEAST TO THE
 AG7854'RESTAURANT PARKING LOT AND THE MARK NEAR THE NORTHWEST CORNER OF THE
 AG7854'RESTAURANT, SET FLUSH IN THE TOP OF A CONCRETE SIDEWALK LEVEL WITH THE
 AG7854'RESTAURANT PARKING LOT.
 AG7854
 AG7854                          STATION RECOVERY (2014)
 AG7854
 AG7854'RECOVERY NOTE BY GEOCACHING 2014 (DEB)
 AG7854'RECOVERED IN GOOD CONDITION.
 AG7854
 AG7854                          STATION RECOVERY (2019)
 AG7854
 AG7854'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG7854'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7855 ***********************************************************************
 AG7855  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7855  DESIGNATION -  872 5837 B
 AG7855  PID         -  AG7855
 AG7855  STATE/COUNTY-  FL/SARASOTA
 AG7855  COUNTRY     -  US
 AG7855  USGS QUAD   -  MYAKKA RIVER (2018)
 AG7855
 AG7855                         *CURRENT SURVEY CONTROL
 AG7855  ______________________________________________________________________
 AG7855* NAD 83(1986) POSITION- 27 02 43.     (N) 082 17 36.     (W)   SCALED
 AG7855* NAVD 88 ORTHO HEIGHT -     1.072 (meters)        3.52  (feet) ADJUSTED
 AG7855  ______________________________________________________________________
 AG7855  GEOID HEIGHT    -        -23.928 (meters)                     GEOID18
 AG7855  DYNAMIC HEIGHT  -          1.070 (meters)        3.51  (feet) COMP
 AG7855  MODELED GRAVITY -    979,130.0   (mgal)                       NAVD 88
 AG7855
 AG7855  VERT ORDER      -  SECOND    CLASS I
 AG7855
 AG7855.The horizontal coordinates were scaled from a map and have
 AG7855.an estimated accuracy of +/- 6 seconds.
 AG7855
 AG7855.The orthometric height was determined by differential leveling and
 AG7855.adjusted by the NATIONAL GEODETIC SURVEY
 AG7855.in June 1991.
 AG7855
 AG7855.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7855.GEOID18 height accuracy estimate available here.
 AG7855
 AG7855.This Tidal Bench Mark is designated as VM 6090
 AG7855.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7855
 AG7855.Click photographs - Photos may exist for this station.
 AG7855
 AG7855.The dynamic height is computed by dividing the NAVD 88
 AG7855.geopotential number by the normal gravity value computed on the
 AG7855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7855.degrees latitude (g = 980.6199 gals.).
 AG7855
 AG7855.The modeled gravity was interpolated from observed gravity values.
 AG7855
 AG7855;                    North         East    Units  Estimated Accuracy
 AG7855;SPC FL W     -   300,460.      170,900.      MT  (+/- 180 meters Scaled)
 AG7855
 AG7855_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK717921(NAD 83)
 AG7855
 AG7855                          SUPERSEDED SURVEY CONTROL
 AG7855
 AG7855.No superseded survey control is available for this station.
 AG7855
 AG7855_MARKER: DJ = TIDAL STATION DISK
 AG7855_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7855_SP_SET: STORM DRAIN
 AG7855_STAMPING: 5837 B 1977
 AG7855_MARK LOGO: NOS
 AG7855_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7855
 AG7855  HISTORY     - Date     Condition        Report By
 AG7855  HISTORY     - 1977     MONUMENTED       NOS
 AG7855  HISTORY     - 1984     GOOD             FLDNR
 AG7855  HISTORY     - 20020110 GOOD             USPSQD
 AG7855  HISTORY     - 20080625 MARK NOT FOUND   FLDEP
 AG7855
 AG7855                          STATION DESCRIPTION
 AG7855
 AG7855'DESCRIBED BY FL DEPT OF NAT RES 1984
 AG7855'11.95 MI SE FROM VENICE.
 AG7855'THE MARK IS NEAR THE SOUTHWEST END OF THE U.S. HIGHWAY 41 BRIDGE OVER
 AG7855'THE MYAKKA RIVER.  THE MARK IS SET IN THE WEST CORNER OF THE DRAIN, 88
 AG7855'FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF THE BRIDGE, 84 FEET
 AG7855'SOUTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY, AND
 AG7855'34 FEET NORTHEAST OF THE DRIVE TO THE MYAKKA RIVER INN.
 AG7855'THE MARK IS 8 FT BELOW HIGHWAY.
 AG7855
 AG7855                          STATION RECOVERY (2002)
 AG7855
 AG7855'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7855'RECOVERED IN GOOD CONDITION.
 AG7855
 AG7855                          STATION RECOVERY (2008)
 AG7855
 AG7855'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7855'NOT RECOVERED.  NOTE--THE STRUCTURE INTO WHICH THE MARK WAS SET HAS
 AG7855'BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9715 ***********************************************************************
 DL9715  TIDAL BM    -  This is a Tidal Bench Mark.
 DL9715  DESIGNATION -  872 5837 C
 DL9715  PID         -  DL9715
 DL9715  STATE/COUNTY-  FL/SARASOTA
 DL9715  COUNTRY     -  US
 DL9715  USGS QUAD   -  MYAKKA RIVER (2018)
 DL9715
 DL9715                         *CURRENT SURVEY CONTROL
 DL9715  ______________________________________________________________________
 DL9715* NAD 83(1986) POSITION- 27 02 45.0    (N) 082 17 29.1    (W)   HD_HELD2
 DL9715* NAVD 88 ORTHO HEIGHT -     5.429 (meters)       17.81  (feet) ADJUSTED
 DL9715  ______________________________________________________________________
 DL9715  GEOID HEIGHT    -        -23.931 (meters)                     GEOID18
 DL9715  DYNAMIC HEIGHT  -          5.421 (meters)       17.79  (feet) COMP
 DL9715  MODELED GRAVITY -    979,130.0   (mgal)                       NAVD 88
 DL9715
 DL9715  VERT ORDER      -  FIRST     CLASS II
 DL9715
 DL9715.The horizontal coordinates were established by autonomous hand held GPS
 DL9715.observations and have an estimated accuracy of +/- 10 meters.
 DL9715
 DL9715.The orthometric height was determined by differential leveling and
 DL9715.adjusted by the NATIONAL GEODETIC SURVEY
 DL9715.in August 2010.
 DL9715
 DL9715.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9715.GEOID18 height accuracy estimate available here.
 DL9715
 DL9715.This Tidal Bench Mark is designated as VM 19920
 DL9715.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL9715
 DL9715.Click photographs - Photos may exist for this station.
 DL9715
 DL9715.The dynamic height is computed by dividing the NAVD 88
 DL9715.geopotential number by the normal gravity value computed on the
 DL9715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9715.degrees latitude (g = 980.6199 gals.).
 DL9715
 DL9715.The modeled gravity was interpolated from observed gravity values.
 DL9715
 DL9715;                    North         East    Units  Estimated Accuracy
 DL9715;SPC FL W     -   300,516.      171,089.      MT  (+/- 10 meters HH2 GPS)
 DL9715
 DL9715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7191792168(NAD 83)
 DL9715
 DL9715                          SUPERSEDED SURVEY CONTROL
 DL9715
 DL9715.No superseded survey control is available for this station.
 DL9715
 DL9715_MARKER: DD = SURVEY DISK
 DL9715_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL9715_SP_SET: BRIDGE GUARDRAIL
 DL9715_STAMPING: 5837 C
 DL9715_MARK LOGO: FLDT
 DL9715_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL9715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9715+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2019
 DL9715
 DL9715  HISTORY     - Date     Condition        Report By
 DL9715  HISTORY     - UNK      MONUMENTED       FLDT
 DL9715  HISTORY     - 20080625 GOOD             FLDEP
 DL9715  HISTORY     - 20110308 GOOD             GEOCAC
 DL9715  HISTORY     - 20140422 GOOD             FLDEP
 DL9715  HISTORY     - 20190120 GOOD             INDIV
 DL9715
 DL9715                          STATION DESCRIPTION
 DL9715
 DL9715'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DL9715'THE MARK IS ABOUT 9.2 MI (14.8 KM) WEST-NORTHWEST OF MURDOCK, 7.5 MI
 DL9715'(12.1 KM) NORTHWEST OF EL JOBEAN, 6.9 MI (11.1 KM) NORTH-NORTHEAST OF
 DL9715'ENGLEWOOD, IN SECTION 34, TOWNSHIP 39 SOUTH, RANGE 20 EAST.
 DL9715'
 DL9715'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 DL9715'776 SOUTH IN PORT CHARLOTTE, GO WEST ON U.S. HIGHWAY 41 FOR 6.85 MI
 DL9715'(11.0 KM) TO THE INTERSECTION OF SOUTH BISCAYNE DRIVE.  CONTINUE WEST
 DL9715'ON U.S. HIGHWAY 41 FOR 2.7 MI (4.3 KM) TO THE WEST END OF THE EAST
 DL9715'BRANCH BRIDGE (SOUTHBOUND) AND THE MARK ON THE LEFT, SET FLUSH IN THE
 DL9715'TOP OF THE SOUTHWEST CONCRETE BRIDGE GUARDRAIL AND ABOUT 3.0 FT (0.9
 DL9715'M) ABOVE THE LEVEL OF U.S. HIGHWAY 41 SOUTHBOUND.
 DL9715'
 DL9715'LOCATED 22.8 FT (6.9 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DL9715'U.S. HIGHWAY 41 SOUTHBOUND LANES, 8.1 FT (2.5 M) NORTHEAST OF THE
 DL9715'SOUTHWEST END OF A CONCRETE GUARDRAIL AND 5.7 FT (1.7 M) NORTHEAST OF
 DL9715'A METAL GUARDRAIL.
 DL9715
 DL9715                          STATION RECOVERY (2011)
 DL9715
 DL9715'RECOVERY NOTE BY GEOCACHING 2011 (DEC)
 DL9715'RECOVERED AS DESCRIBED.
 DL9715
 DL9715                          STATION RECOVERY (2014)
 DL9715
 DL9715'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 DL9715'RECOVERED AS DESCRIBED.
 DL9715
 DL9715                          STATION RECOVERY (2019)
 DL9715
 DL9715'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DL9715'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9714 ***********************************************************************
 DL9714  TIDAL BM    -  This is a Tidal Bench Mark.
 DL9714  DESIGNATION -  872 5837 D
 DL9714  PID         -  DL9714
 DL9714  STATE/COUNTY-  FL/SARASOTA
 DL9714  COUNTRY     -  US
 DL9714  USGS QUAD   -  MYAKKA RIVER (2018)
 DL9714
 DL9714                         *CURRENT SURVEY CONTROL
 DL9714  ______________________________________________________________________
 DL9714* NAD 83(1986) POSITION- 27 02 46.0    (N) 082 17 27.5    (W)   HD_HELD2
 DL9714* NAVD 88 ORTHO HEIGHT -     4.922 (meters)       16.15  (feet) ADJUSTED
 DL9714  ______________________________________________________________________
 DL9714  GEOID HEIGHT    -        -23.931 (meters)                     GEOID18
 DL9714  DYNAMIC HEIGHT  -          4.915 (meters)       16.13  (feet) COMP
 DL9714  MODELED GRAVITY -    979,130.0   (mgal)                       NAVD 88
 DL9714
 DL9714  VERT ORDER      -  FIRST     CLASS II
 DL9714
 DL9714.The horizontal coordinates were established by autonomous hand held GPS
 DL9714.observations and have an estimated accuracy of +/- 10 meters.
 DL9714
 DL9714.The orthometric height was determined by differential leveling and
 DL9714.adjusted by the NATIONAL GEODETIC SURVEY
 DL9714.in August 2010.
 DL9714
 DL9714.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9714.GEOID18 height accuracy estimate available here.
 DL9714
 DL9714.This Tidal Bench Mark is designated as VM 19921
 DL9714.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL9714
 DL9714.Click photographs - Photos may exist for this station.
 DL9714
 DL9714.The dynamic height is computed by dividing the NAVD 88
 DL9714.geopotential number by the normal gravity value computed on the
 DL9714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9714.degrees latitude (g = 980.6199 gals.).
 DL9714
 DL9714.The modeled gravity was interpolated from observed gravity values.
 DL9714
 DL9714;                    North         East    Units  Estimated Accuracy
 DL9714;SPC FL W     -   300,546.      171,133.      MT  (+/- 10 meters HH2 GPS)
 DL9714
 DL9714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK7196192198(NAD 83)
 DL9714
 DL9714                          SUPERSEDED SURVEY CONTROL
 DL9714
 DL9714.No superseded survey control is available for this station.
 DL9714
 DL9714_MARKER: DD = SURVEY DISK
 DL9714_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL9714_SP_SET: BRIDGE GUARDRAIL
 DL9714_STAMPING: 5837 D
 DL9714_MARK LOGO: FLDT
 DL9714_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9714_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL9714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9714+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2019
 DL9714
 DL9714  HISTORY     - Date     Condition        Report By
 DL9714  HISTORY     - UNK      MONUMENTED       FLDT
 DL9714  HISTORY     - 20080625 GOOD             FLDEP
 DL9714  HISTORY     - 20110308 GOOD             GEOCAC
 DL9714  HISTORY     - 20140422 GOOD             FLDEP
 DL9714  HISTORY     - 20190120 GOOD             INDIV
 DL9714
 DL9714                          STATION DESCRIPTION
 DL9714
 DL9714'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DL9714'THE MARK IS ABOUT 9.2 MI (14.8 KM) WEST-NORTHWEST OF MURDOCK, 7.5 MI
 DL9714'(12.1 KM) NORTHWEST OF EL JOBEAN, 6.9 MI (11.1 KM) NORTH-NORTHEAST OF
 DL9714'ENGLEWOOD, IN SECTION 34, TOWNSHIP 39 SOUTH, RANGE 20 EAST.
 DL9714'
 DL9714'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD
 DL9714'776 SOUTH IN PORT CHARLOTTE, GO WEST ON U.S. HIGHWAY 41 FOR 6.85 MI
 DL9714'(11.0 KM) TO THE INTERSECTION OF SOUTH BISCAYNE DRIVE.  CONTINUE WEST
 DL9714'ON U.S. HIGHWAY 41 FOR 2.65 MI (4.3 KM) TO THE EAST END OF THE EAST
 DL9714'BRANCH BRIDGE (SOUTHBOUND) AND THE MARK ON THE LEFT, SET FLUSH IN THE
 DL9714'TOP OF THE SOUTHEAST CONCRETE BRIDGE GUARDRAIL AND ABOUT 3.0 FT (0.9
 DL9714'M) ABOVE THE LEVEL OF U.S. HIGHWAY 41 SOUTHBOUND.
 DL9714'
 DL9714'LOCATED 34.4 FT (10.5 M) WEST OF A METAL LIGHT POLE NUMBERED 45BC-07,
 DL9714'22.8 FT (6.9 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF U.S.
 DL9714'HIGHWAY 41 SOUTHBOUND LANES AND 8.0 FT (2.4 M) SOUTHWEST OF THE
 DL9714'NORTHEAST END OF A CONCRETE GUARDRAIL.
 DL9714
 DL9714                          STATION RECOVERY (2011)
 DL9714
 DL9714'RECOVERY NOTE BY GEOCACHING 2011 (DEC)
 DL9714'RECOVERED AS DESCRIBED.
 DL9714
 DL9714                          STATION RECOVERY (2014)
 DL9714
 DL9714'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 DL9714'RECOVERED AS DESCRIBED.
 DL9714
 DL9714                          STATION RECOVERY (2019)
 DL9714
 DL9714'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 DL9714'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7629 ***********************************************************************
 AG7629  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7629  DESIGNATION -  872 5858 A
 AG7629  PID         -  AG7629
 AG7629  STATE/COUNTY-  FL/SARASOTA
 AG7629  COUNTRY     -  US
 AG7629  USGS QUAD   -  VENICE (2018)
 AG7629
 AG7629                         *CURRENT SURVEY CONTROL
 AG7629  ______________________________________________________________________
 AG7629* NAD 83(1986) POSITION- 27 04 24.6    (N) 082 26 58.1    (W)   HD_HELD2
 AG7629* NAVD 88 ORTHO HEIGHT -     2.449 (meters)        8.03  (feet) ADJUSTED
 AG7629  ______________________________________________________________________
 AG7629  GEOID HEIGHT    -        -23.962 (meters)                     GEOID18
 AG7629  DYNAMIC HEIGHT  -          2.445 (meters)        8.02  (feet) COMP
 AG7629  MODELED GRAVITY -    979,125.9   (mgal)                       NAVD 88
 AG7629
 AG7629  VERT ORDER      -  FIRST     CLASS II
 AG7629
 AG7629.The horizontal coordinates were established by autonomous hand held GPS
 AG7629.observations and have an estimated accuracy of +/- 10 meters.
 AG7629
 AG7629.The orthometric height was determined by differential leveling and
 AG7629.adjusted by the NATIONAL GEODETIC SURVEY
 AG7629.in June 1991.
 AG7629
 AG7629.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7629.GEOID18 height accuracy estimate available here.
 AG7629
 AG7629.This Tidal Bench Mark is designated as VM 11353
 AG7629.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7629
 AG7629.Click photographs - Photos may exist for this station.
 AG7629
 AG7629.The dynamic height is computed by dividing the NAVD 88
 AG7629.geopotential number by the normal gravity value computed on the
 AG7629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7629.degrees latitude (g = 980.6199 gals.).
 AG7629
 AG7629.The modeled gravity was interpolated from observed gravity values.
 AG7629
 AG7629;                    North         East    Units  Estimated Accuracy
 AG7629;SPC FL W     -   303,627.      155,419.      MT  (+/- 10 meters HH2 GPS)
 AG7629
 AG7629_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK5627495403(NAD 83)
 AG7629
 AG7629                          SUPERSEDED SURVEY CONTROL
 AG7629
 AG7629.No superseded survey control is available for this station.
 AG7629
 AG7629_MARKER: DD = SURVEY DISK
 AG7629_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7629_STAMPING: 5858 A 1977
 AG7629_MARK LOGO: NOS
 AG7629_PROJECTION: RECESSED 20 CENTIMETERS
 AG7629_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7629_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7629_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7629+SATELLITE: SATELLITE OBSERVATIONS - March 11, 2014
 AG7629_ROD/PIPE-DEPTH: 12.2 meters
 AG7629
 AG7629  HISTORY     - Date     Condition        Report By
 AG7629  HISTORY     - 1977     MONUMENTED       NOS
 AG7629  HISTORY     - 1982     GOOD             FLDNR
 AG7629  HISTORY     - 1983     GOOD             FLDNR
 AG7629  HISTORY     - 19900421 GOOD             FLDNR
 AG7629  HISTORY     - 20020215 MARK NOT FOUND   USPSQD
 AG7629  HISTORY     - 20030110 GOOD             FL-115
 AG7629  HISTORY     - 20071022 GOOD             FLDEP
 AG7629  HISTORY     - 20140311 GOOD             FLDEP
 AG7629
 AG7629                          STATION DESCRIPTION
 AG7629
 AG7629'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7629'IN VENICE.
 AG7629'BEGIN AT THE VENICE AIRPORT, GO 0.8 MILE WEST ALONG AVENUE E TO THE
 AG7629'JUNCTION OF HARBOR DRIVE, THENCE 0.5 MILE SOUTH ALONG HARBOR DRIVE TO
 AG7629'THE VENICE MUNICIPAL PIER AND THE MARK.  THE MARK BEARS 1.8 FEET
 AG7629'NORTHWEST OF THE NORTHWEST CORNER OF THE VENICE FISHING PIER SIGN,
 AG7629'52.2 FEET WEST OF THE CENTERLINE OF HARBOR DRIVE, 50.0 FEET SOUTH OF
 AG7629'THE CENTERLINE OF THE ENTRANCE DRIVEWAY, 57.0 FEET NORTH OF THE
 AG7629'CENTERLINE OF THE EXIT DRIVE, AND 446 FEET EAST OF BENCH MARK 5858 B
 AG7629'1977.
 AG7629
 AG7629                          STATION RECOVERY (1983)
 AG7629
 AG7629'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7629'RECOVERED IN GOOD CONDITION EXCEPT ADD APPROXIMATELY 1500 FEET SOUTH
 AG7629'OF BENCH MARK 5858 C 1977.
 AG7629
 AG7629                          STATION RECOVERY (1990)
 AG7629
 AG7629'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7629'RECOVERED IN GOOD CONDITION.
 AG7629
 AG7629                          STATION RECOVERY (2002)
 AG7629
 AG7629'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7629'MARK NOT FOUND.
 AG7629
 AG7629                          STATION RECOVERY (2003)
 AG7629
 AG7629'RECOVERY NOTE BY SARASOTA COUNTY FLORIDA 2003 (ND)
 AG7629'0.2 FT. NORTH OF WOOD POST NEAR ROCK SIGN
 AG7629'
 AG7629
 AG7629                          STATION RECOVERY (2007)
 AG7629
 AG7629'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7629'RECOVERED AS DESCRIBED.
 AG7629
 AG7629                          STATION RECOVERY (2014)
 AG7629
 AG7629'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 AG7629'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7630 ***********************************************************************
 AG7630  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7630  DESIGNATION -  872 5858 B
 AG7630  PID         -  AG7630
 AG7630  STATE/COUNTY-  FL/SARASOTA
 AG7630  COUNTRY     -  US
 AG7630  USGS QUAD   -  VENICE (2018)
 AG7630
 AG7630                         *CURRENT SURVEY CONTROL
 AG7630  ______________________________________________________________________
 AG7630* NAD 83(1986) POSITION- 27 04 23.4    (N) 082 27 02.8    (W)   HD_HELD2
 AG7630* NAVD 88 ORTHO HEIGHT -     3.200 (meters)       10.50  (feet) ADJUSTED
 AG7630  ______________________________________________________________________
 AG7630  GEOID HEIGHT    -        -23.962 (meters)                     GEOID18
 AG7630  DYNAMIC HEIGHT  -          3.195 (meters)       10.48  (feet) COMP
 AG7630  MODELED GRAVITY -    979,125.9   (mgal)                       NAVD 88
 AG7630
 AG7630  VERT ORDER      -  FIRST     CLASS II
 AG7630
 AG7630.The horizontal coordinates were established by autonomous hand held GPS
 AG7630.observations and have an estimated accuracy of +/- 10 meters.
 AG7630
 AG7630.The orthometric height was determined by differential leveling and
 AG7630.adjusted by the NATIONAL GEODETIC SURVEY
 AG7630.in July 2009.
 AG7630
 AG7630.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7630.GEOID18 height accuracy estimate available here.
 AG7630
 AG7630.This Tidal Bench Mark is designated as VM 11354
 AG7630.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7630
 AG7630.Click photographs - Photos may exist for this station.
 AG7630
 AG7630.The dynamic height is computed by dividing the NAVD 88
 AG7630.geopotential number by the normal gravity value computed on the
 AG7630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7630.degrees latitude (g = 980.6199 gals.).
 AG7630
 AG7630.The modeled gravity was interpolated from observed gravity values.
 AG7630
 AG7630;                    North         East    Units  Estimated Accuracy
 AG7630;SPC FL W     -   303,591.      155,289.      MT  (+/- 10 meters HH2 GPS)
 AG7630
 AG7630_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK5614595368(NAD 83)
 AG7630
 AG7630                          SUPERSEDED SURVEY CONTROL
 AG7630
 AG7630  NAVD 88 (06/15/91)    3.205  (m)           10.52   (f) SUPERSEDED  2 1
 AG7630
 AG7630.Superseded values are not recommended for survey control.
 AG7630
 AG7630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7630.See file dsdata.pdf to determine how the superseded data were derived.
 AG7630
 AG7630_MARKER: DJ = TIDAL STATION DISK
 AG7630_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7630_SP_SET: RETAINING WALL
 AG7630_STAMPING: 5858 B 1977
 AG7630_MARK LOGO: NOS
 AG7630_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7630+STABILITY: SURFACE MOTION
 AG7630_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7630+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2025
 AG7630
 AG7630  HISTORY     - Date     Condition        Report By
 AG7630  HISTORY     - 1977     MONUMENTED       NOS
 AG7630  HISTORY     - 1982     GOOD             FLDNR
 AG7630  HISTORY     - 1983     GOOD             FLDNR
 AG7630  HISTORY     - 19900421 GOOD             FLDNR
 AG7630  HISTORY     - 20020215 GOOD             USPSQD
 AG7630  HISTORY     - 20071022 GOOD             FLDEP
 AG7630  HISTORY     - 20120918 GOOD             GEOCAC
 AG7630  HISTORY     - 20140216 GOOD             FLDEP
 AG7630  HISTORY     - 20171009 GOOD             USPSQD
 AG7630  HISTORY     - 20181223 GOOD             USPSQD
 AG7630  HISTORY     - 20240417 GOOD             USPSQD
 AG7630  HISTORY     - 20250313 GOOD             BASE9
 AG7630
 AG7630                          STATION DESCRIPTION
 AG7630
 AG7630'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7630'IN VENICE.
 AG7630'BEGIN AT THE VENICE AIRPORT, GO 0.8 MILE WEST ALONG AVENUE E TO THE
 AG7630'JUNCTION OF HARBOR DRIVE, THENCE 0.5 MILE SOUTH ALONG HARBOR DRIVE TO
 AG7630'THE VENICE MUNICIPAL PIER.  THE MARK IS IN THE SURFACE OF THE
 AG7630'NORTHEAST WINGWALL OF THE PIER.  THE MARK BEARS 1.5 FEET WEST OF THE
 AG7630'GUARDRAIL, 11 FEET SOUTHWEST OF THE NORTHEAST END OF THE PIER WING,
 AG7630'47.0 FEET NORTHEAST OF THE EASTERN END OF THE PIER, 42.0 FEET WEST OF
 AG7630'THE NORTHWEST CORNER OF THE CONCESSION STAND, AND 446 FEET WEST OF
 AG7630'BENCH MARK 5858 A 1977.
 AG7630
 AG7630                          STATION RECOVERY (1983)
 AG7630
 AG7630'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7630'RECOVERED IN GOOD CONDITION.
 AG7630
 AG7630                          STATION RECOVERY (1990)
 AG7630
 AG7630'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7630'RECOVERED IN GOOD CONDITION.
 AG7630
 AG7630                          STATION RECOVERY (2002)
 AG7630
 AG7630'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7630'RECOVERED IN GOOD CONDITION.
 AG7630
 AG7630                          STATION RECOVERY (2007)
 AG7630
 AG7630'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7630'RECOVERED AS DESCRIBED.
 AG7630
 AG7630                          STATION RECOVERY (2012)
 AG7630
 AG7630'RECOVERY NOTE BY GEOCACHING 2012 (DEB)
 AG7630'RECOVERED IN GOOD CONDITION.
 AG7630
 AG7630                          STATION RECOVERY (2014)
 AG7630
 AG7630'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 AG7630'RECOVERED AS DESCRIBED.
 AG7630
 AG7630                          STATION RECOVERY (2017)
 AG7630
 AG7630'RECOVERY NOTE BY US POWER SQUADRON 2017 (GLB)
 AG7630'RECOVERED IN GOOD CONDITION.
 AG7630
 AG7630                          STATION RECOVERY (2018)
 AG7630
 AG7630'RECOVERY NOTE BY US POWER SQUADRON 2018 (GLB)
 AG7630'RECOVERED IN GOOD CONDITION.
 AG7630
 AG7630                          STATION RECOVERY (2024)
 AG7630
 AG7630'RECOVERY NOTE BY US POWER SQUADRON 2024 (STH)
 AG7630'RECOVERED IN GOOD CONDITION.
 AG7630
 AG7630                          STATION RECOVERY (2025)
 AG7630
 AG7630'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2025 (DRD)
 AG7630'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7627 ***********************************************************************
 AG7627  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7627  DESIGNATION -  872 5858 C
 AG7627  PID         -  AG7627
 AG7627  STATE/COUNTY-  FL/SARASOTA
 AG7627  COUNTRY     -  US
 AG7627  USGS QUAD   -  VENICE (2018)
 AG7627
 AG7627                         *CURRENT SURVEY CONTROL
 AG7627  ______________________________________________________________________
 AG7627* NAD 83(1986) POSITION- 27 04 38.94   (N) 082 26 58.74   (W)   HD_HELD1
 AG7627* NAVD 88 ORTHO HEIGHT -     3.908 (meters)       12.82  (feet) ADJUSTED
 AG7627  ______________________________________________________________________
 AG7627  GEOID HEIGHT    -        -23.967 (meters)                     GEOID18
 AG7627  DYNAMIC HEIGHT  -          3.902 (meters)       12.80  (feet) COMP
 AG7627  MODELED GRAVITY -    979,126.1   (mgal)                       NAVD 88
 AG7627
 AG7627  VERT ORDER      -  FIRST     CLASS II
 AG7627
 AG7627.The horizontal coordinates were determined by differentially corrected
 AG7627.hand held GPS observations or other comparable positioning techniques
 AG7627.and have an estimated accuracy of +/- 3 meters.
 AG7627
 AG7627.The orthometric height was determined by differential leveling and
 AG7627.adjusted by the NATIONAL GEODETIC SURVEY
 AG7627.in June 1991.
 AG7627
 AG7627.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7627.GEOID18 height accuracy estimate available here.
 AG7627
 AG7627.This Tidal Bench Mark is designated as VM 11355
 AG7627.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7627
 AG7627.Click photographs - Photos may exist for this station.
 AG7627
 AG7627.The dynamic height is computed by dividing the NAVD 88
 AG7627.geopotential number by the normal gravity value computed on the
 AG7627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7627.degrees latitude (g = 980.6199 gals.).
 AG7627
 AG7627.The modeled gravity was interpolated from observed gravity values.
 AG7627
 AG7627;                    North         East    Units  Estimated Accuracy
 AG7627;SPC FL W     -   304,068.7     155,403.0     MT  (+/- 3 meters HH1 GPS) 
 AG7627
 AG7627_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK5626295845(NAD 83)
 AG7627
 AG7627                          SUPERSEDED SURVEY CONTROL
 AG7627
 AG7627.No superseded survey control is available for this station.
 AG7627
 AG7627_MARKER: DD = SURVEY DISK
 AG7627_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7627_STAMPING: 5858 C 1977
 AG7627_MARK LOGO: NOS
 AG7627_PROJECTION: FLUSH
 AG7627_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7627_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7627+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2019
 AG7627
 AG7627  HISTORY     - Date     Condition        Report By
 AG7627  HISTORY     - 1977     MONUMENTED       NOS
 AG7627  HISTORY     - 1982     GOOD             FLDNR
 AG7627  HISTORY     - 1983     GOOD             FLDNR
 AG7627  HISTORY     - 19900421 GOOD             FLDNR
 AG7627  HISTORY     - 20020215 GOOD             USPSQD
 AG7627  HISTORY     - 20071022 GOOD             FLDEP
 AG7627  HISTORY     - 20120918 GOOD             GEOCAC
 AG7627  HISTORY     - 20140311 GOOD             FLDEP
 AG7627  HISTORY     - 20171008 GOOD             USPSQD
 AG7627  HISTORY     - 20181221 GOOD             USPSQD
 AG7627  HISTORY     - 20190112 GOOD             INDIV
 AG7627
 AG7627                          STATION DESCRIPTION
 AG7627
 AG7627'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7627'IN VENICE.
 AG7627'BEGIN AT THE VENICE AIRPORT, GO 0.8 MILE ALONG AVENUE E TO THE
 AG7627'JUNCTION OF HARBOR DRIVE, THENCE 0.2 MILE SOUTH ALONG HARBOR DRIVE TO
 AG7627'THE OLD VENICE COAST GUARD STATION AND THE MARK.  THE MARK BEARS 50.0
 AG7627'FEET WEST OF THE CENTERLINE OF HARBOR DRIVE, 26.0 FEET SOUTH OF THE
 AG7627'CENTERLINE OF THE PAVED DRIVEWAY TO THE COAST GUARD STATION,
 AG7627'APPROXIMATELY 1500 FEET NORTH OF BENCH MARK 5858 A 1977, AND 180 FEET
 AG7627'EAST-SOUTHEAST OF BENCH MARK IWSA 1 1950.  A COPPER-CLAD STEEL ROD
 AG7627'DRIVEN TO AN UNKNOWN DEPTH.
 AG7627
 AG7627                          STATION RECOVERY (1983)
 AG7627
 AG7627'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7627'RECOVERED IN GOOD CONDITION.
 AG7627
 AG7627                          STATION RECOVERY (1990)
 AG7627
 AG7627'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7627'RECOVERED IN GOOD CONDITION.
 AG7627
 AG7627                          STATION RECOVERY (2002)
 AG7627
 AG7627'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7627'RECOVERED IN GOOD CONDITION.
 AG7627
 AG7627                          STATION RECOVERY (2007)
 AG7627
 AG7627'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7627'RECOVERED AS DESCRIBED.
 AG7627
 AG7627                          STATION RECOVERY (2012)
 AG7627
 AG7627'RECOVERY NOTE BY GEOCACHING 2012 (DEB)
 AG7627'RECOVERED IN GOOD CONDITION.
 AG7627
 AG7627                          STATION RECOVERY (2014)
 AG7627
 AG7627'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 AG7627'RECOVERED AS DESCRIBED.
 AG7627
 AG7627                          STATION RECOVERY (2017)
 AG7627
 AG7627'RECOVERY NOTE BY US POWER SQUADRON 2017 (GLB)
 AG7627'THE MARK IS 0.9 FT (27 CM) NORTH OF A WITNESS POST AND 16 FT (4.9 M)
 AG7627'SOUTH SOUTH WEST OF STOP SIGN AT ENTRANCE ROAD TO THE USCG AUXILIARY
 AG7627'FACILITY OFF OF HARBOR DRIVE.
 AG7627
 AG7627                          STATION RECOVERY (2018)
 AG7627
 AG7627'RECOVERY NOTE BY US POWER SQUADRON 2018 (GLB)
 AG7627'RECOVERED IN GOOD CONDITION.
 AG7627
 AG7627                          STATION RECOVERY (2019)
 AG7627
 AG7627'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG7627'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7632 ***********************************************************************
 AG7632  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7632  DESIGNATION -  872 5858 E
 AG7632  PID         -  AG7632
 AG7632  STATE/COUNTY-  FL/SARASOTA
 AG7632  COUNTRY     -  US
 AG7632  USGS QUAD   -  VENICE (2018)
 AG7632
 AG7632                         *CURRENT SURVEY CONTROL
 AG7632  ______________________________________________________________________
 AG7632* NAD 83(1986) POSITION- 27 04 37.45   (N) 082 27 02.01   (W)   HD_HELD1
 AG7632* NAVD 88 ORTHO HEIGHT -     3.616 (meters)       11.86  (feet) ADJUSTED
 AG7632  ______________________________________________________________________
 AG7632  GEOID HEIGHT    -        -23.967 (meters)                     GEOID18
 AG7632  DYNAMIC HEIGHT  -          3.611 (meters)       11.85  (feet) COMP
 AG7632  MODELED GRAVITY -    979,126.1   (mgal)                       NAVD 88
 AG7632
 AG7632  VERT ORDER      -  FIRST     CLASS II
 AG7632
 AG7632.The horizontal coordinates were determined by differentially corrected
 AG7632.hand held GPS observations or other comparable positioning techniques
 AG7632.and have an estimated accuracy of +/- 3 meters.
 AG7632
 AG7632.The orthometric height was determined by differential leveling and
 AG7632.adjusted by the NATIONAL GEODETIC SURVEY
 AG7632.in April 2015.
 AG7632
 AG7632.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7632.GEOID18 height accuracy estimate available here.
 AG7632
 AG7632.This Tidal Bench Mark is designated as VM 11356
 AG7632.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7632
 AG7632.Click photographs - Photos may exist for this station.
 AG7632
 AG7632.The dynamic height is computed by dividing the NAVD 88
 AG7632.geopotential number by the normal gravity value computed on the
 AG7632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7632.degrees latitude (g = 980.6199 gals.).
 AG7632
 AG7632.The modeled gravity was interpolated from observed gravity values.
 AG7632
 AG7632;                    North         East    Units  Estimated Accuracy
 AG7632;SPC FL W     -   304,023.1     155,312.8     MT  (+/- 3 meters HH1 GPS) 
 AG7632
 AG7632_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK5617195800(NAD 83)
 AG7632
 AG7632                          SUPERSEDED SURVEY CONTROL
 AG7632
 AG7632  NAVD 88 (06/15/91)    3.617  (m)           11.87   (f) SUPERSEDED  2 1
 AG7632
 AG7632.Superseded values are not recommended for survey control.
 AG7632
 AG7632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7632.See file dsdata.pdf to determine how the superseded data were derived.
 AG7632
 AG7632_MARKER: DB = BENCH MARK DISK
 AG7632_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7632+WITH SETTING: PAVEMENT
 AG7632_SP_SET: FLAGPOLE BASE
 AG7632_STAMPING: 5858 E 1977
 AG7632_MARK LOGO: NOS
 AG7632_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7632+STABILITY: SURFACE MOTION
 AG7632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7632+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2021
 AG7632
 AG7632  HISTORY     - Date     Condition        Report By
 AG7632  HISTORY     - 1977     MONUMENTED       NOS
 AG7632  HISTORY     - 1982     GOOD             FLDNR
 AG7632  HISTORY     - 1983     GOOD             FLDNR
 AG7632  HISTORY     - 19900421 GOOD             FLDNR
 AG7632  HISTORY     - 20020215 GOOD             USPSQD
 AG7632  HISTORY     - 20071022 GOOD             FLDEP
 AG7632  HISTORY     - 20120918 GOOD             GEOCAC
 AG7632  HISTORY     - 20140311 GOOD             FLDEP
 AG7632  HISTORY     - 20171018 GOOD             USPSQD
 AG7632  HISTORY     - 20181221 GOOD             USPSQD
 AG7632  HISTORY     - 20190112 GOOD             INDIV
 AG7632  HISTORY     - 20210302 GOOD             USPSQD
 AG7632
 AG7632                          STATION DESCRIPTION
 AG7632
 AG7632'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7632'IN VENICE.
 AG7632'BEGIN AT THE VENICE AIRPORT, GO 0.8 MILE WESTERLY ON AVENUE E TO
 AG7632'HARBOR DRIVE, THENCE 0.2 MILE SOUTH ALONG HARBOR DRIVE TO THE OLD
 AG7632'VENICE COAST GUARD STATION.  THE MARK IS IN THE NORTHEAST QUADRANT OF
 AG7632'THE CONCRETE BASE FOR THE FLAGPOLE.  THE MARK BEARS 0.7 FOOT SOUTHWEST
 AG7632'OF THE NORTHEAST CORNER OF THE SLAB, 2.0 FEET NORTHEAST OF THE
 AG7632'FLAGPOLE, 38 FEET SOUTH OF THE PAVED ENTRANCE DRIVE, 61 FEET NORTHEAST
 AG7632'OF THE NORTHEAST CORNER OF THE GENERATOR BUILDING, AND 197 FEET
 AG7632'SOUTHWEST OF BENCH MARK IWSA 1 1950.
 AG7632
 AG7632                          STATION RECOVERY (1983)
 AG7632
 AG7632'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7632'RECOVERED IN GOOD CONDITION.
 AG7632
 AG7632                          STATION RECOVERY (1990)
 AG7632
 AG7632'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7632'RECOVERED IN GOOD CONDITION.
 AG7632
 AG7632                          STATION RECOVERY (2002)
 AG7632
 AG7632'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7632'RECOVERED IN GOOD CONDITION.
 AG7632
 AG7632                          STATION RECOVERY (2007)
 AG7632
 AG7632'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7632'RECOVERED AS DESCRIBED.
 AG7632
 AG7632                          STATION RECOVERY (2012)
 AG7632
 AG7632'RECOVERY NOTE BY GEOCACHING 2012 (DEB)
 AG7632'RECOVERED IN GOOD CONDITION.
 AG7632
 AG7632                          STATION RECOVERY (2014)
 AG7632
 AG7632'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 AG7632'RECOVERED AS DESCRIBED.
 AG7632
 AG7632                          STATION RECOVERY (2017)
 AG7632
 AG7632'RECOVERY NOTE BY US POWER SQUADRON 2017 (GLB)
 AG7632'RECOVERED IN GOOD CONDITION.
 AG7632
 AG7632                          STATION RECOVERY (2018)
 AG7632
 AG7632'RECOVERY NOTE BY US POWER SQUADRON 2018 (GLB)
 AG7632'RECOVERED IN GOOD CONDITION.
 AG7632
 AG7632                          STATION RECOVERY (2019)
 AG7632
 AG7632'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2019 (RLM)
 AG7632'THE FLAGPOLE HAS BEEN REMOVED, BUT THE BASE IS INTACT.
 AG7632
 AG7632                          STATION RECOVERY (2021)
 AG7632
 AG7632'RECOVERY NOTE BY US POWER SQUADRON 2021 (STH)
 AG7632'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7762 ***********************************************************************
 AG7762  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7762  DESIGNATION -  872 5889 A TIDAL
 AG7762  PID         -  AG7762
 AG7762  STATE/COUNTY-  FL/SARASOTA
 AG7762  COUNTRY     -  US
 AG7762  USGS QUAD   -  VENICE (2018)
 AG7762
 AG7762                         *CURRENT SURVEY CONTROL
 AG7762  ______________________________________________________________________
 AG7762* NAD 83(1986) POSITION- 27 06 43.     (N) 082 27 09.     (W)   SCALED
 AG7762* NAVD 88 ORTHO HEIGHT -     0.759 (meters)        2.49  (feet) ADJUSTED
 AG7762  ______________________________________________________________________
 AG7762  GEOID HEIGHT    -        -24.016 (meters)                     GEOID18
 AG7762  DYNAMIC HEIGHT  -          0.758 (meters)        2.49  (feet) COMP
 AG7762  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 AG7762
 AG7762  VERT ORDER      -  SECOND    CLASS I
 AG7762
 AG7762.The horizontal coordinates were scaled from a map and have
 AG7762.an estimated accuracy of +/- 6 seconds.
 AG7762
 AG7762.The orthometric height was determined by differential leveling and
 AG7762.adjusted by the NATIONAL GEODETIC SURVEY
 AG7762.in June 1991.
 AG7762
 AG7762.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7762.GEOID18 height accuracy estimate available here.
 AG7762
 AG7762.This Tidal Bench Mark is designated as VM 10599
 AG7762.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7762
 AG7762.Click photographs - Photos may exist for this station.
 AG7762
 AG7762.The dynamic height is computed by dividing the NAVD 88
 AG7762.geopotential number by the normal gravity value computed on the
 AG7762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7762.degrees latitude (g = 980.6199 gals.).
 AG7762
 AG7762.The modeled gravity was interpolated from observed gravity values.
 AG7762
 AG7762;                    North         East    Units  Estimated Accuracy
 AG7762;SPC FL W     -   307,890.      155,130.      MT  (+/- 180 meters Scaled)
 AG7762
 AG7762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK560996(NAD 83)
 AG7762
 AG7762                          SUPERSEDED SURVEY CONTROL
 AG7762
 AG7762.No superseded survey control is available for this station.
 AG7762
 AG7762_MARKER: DJ = TIDAL STATION DISK
 AG7762_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7762_SP_SET: SEAWALL
 AG7762_STAMPING: 5889 A 1977
 AG7762_MARK LOGO: NOS
 AG7762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7762+STABILITY: SURFACE MOTION
 AG7762_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7762+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2001
 AG7762
 AG7762  HISTORY     - Date     Condition        Report By
 AG7762  HISTORY     - 1977     MONUMENTED       NOS
 AG7762  HISTORY     - 1983     GOOD             FLDNR
 AG7762  HISTORY     - 1989     GOOD             USPSQD
 AG7762  HISTORY     - 20010713 GOOD             USPSQD
 AG7762  HISTORY     - 20020212 GOOD             USPSQD
 AG7762  HISTORY     - 20120918 MARK NOT FOUND   GEOCAC
 AG7762
 AG7762                          STATION DESCRIPTION
 AG7762
 AG7762'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7762'IN VENICE.
 AG7762'BEGIN AT THE CITY HALL IN VENICE, GO 0.55 MILE WEST ALONG VENICE
 AG7762'AVENUE TO THE JUNCTION OF THE ESPLANADE, GO 0.4 MILE NORTH ALONG THE
 AG7762'ESPLANADE TO TARPON CENTER DRIVE, GO 0.55 MILE WEST AND NORTH ALONG
 AG7762'TARPON CENTER DRIVE TO THE CROWS NEST MARINA.  THE MARK IS SET IN THE
 AG7762'CONCRETE SEAWALL AT THE SOUTHWEST CORNER OF THE MARINA AND BEARS 6.4
 AG7762'FEET NORTH OF A POWER POLE, 17 FEET NORTHWEST OF THE CENTERLINE OF THE
 AG7762'PARKING AREA, 42.5 FEET EAST OF THE CENTERLINE OF TARPON CENTER DRIVE,
 AG7762'132 FEET SOUTH-SOUTHEAST OF BENCH MARK 5889 E 1977, AND 108 FEET WEST
 AG7762'OF BENCH MARK 5889 C 1977.
 AG7762
 AG7762                          STATION RECOVERY (1989)
 AG7762
 AG7762'RECOVERY NOTE BY US POWER SQUADRON 1989 (CFR)
 AG7762'RECOVERED IN GOOD CONDITION.
 AG7762
 AG7762                          STATION RECOVERY (2001)
 AG7762
 AG7762'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG7762'
 AG7762'MARKER COVERED BY MARINA DECK WITH A VIEW HOLE FOR OBSERVATION.
 AG7762
 AG7762                          STATION RECOVERY (2002)
 AG7762
 AG7762'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7762'MARK IS UNDER WOOD WALK WITH VIEWIMG HOLE
 AG7762
 AG7762                          STATION RECOVERY (2012)
 AG7762
 AG7762'RECOVERY NOTE BY GEOCACHING 2012 (DEB)
 AG7762'THE SEAWALL HAS HAD 2 MAJOR RENOVATIONS ONE IN 1994 AND AGAIN IN 2002.
 AG7762'DURING THE LAST A BOARD WALKWAY WAS ERECTED OVER THE SEA WALL AND
 AG7762'ADJACENT WALKWAY. IF ANY MARKS REMAIN (DOUBTFUL) THEY ARE UNDER THE
 AG7762'PLANKING. INFORMATION GATHERED FROM EMPLOYEE AT THE MARINA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7763 ***********************************************************************
 AG7763  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7763  DESIGNATION -  872 5889 E TIDAL
 AG7763  PID         -  AG7763
 AG7763  STATE/COUNTY-  FL/SARASOTA
 AG7763  COUNTRY     -  US
 AG7763  USGS QUAD   -  VENICE (2018)
 AG7763
 AG7763                         *CURRENT SURVEY CONTROL
 AG7763  ______________________________________________________________________
 AG7763* NAD 83(1986) POSITION- 27 06 43.     (N) 082 27 09.     (W)   SCALED
 AG7763* NAVD 88 ORTHO HEIGHT -     0.774 (meters)        2.54  (feet) ADJUSTED
 AG7763  ______________________________________________________________________
 AG7763  GEOID HEIGHT    -        -24.016 (meters)                     GEOID18
 AG7763  DYNAMIC HEIGHT  -          0.773 (meters)        2.54  (feet) COMP
 AG7763  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 AG7763
 AG7763  VERT ORDER      -  SECOND    CLASS I
 AG7763
 AG7763.The horizontal coordinates were scaled from a map and have
 AG7763.an estimated accuracy of +/- 6 seconds.
 AG7763
 AG7763.The orthometric height was determined by differential leveling and
 AG7763.adjusted by the NATIONAL GEODETIC SURVEY
 AG7763.in June 1991.
 AG7763
 AG7763.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7763.GEOID18 height accuracy estimate available here.
 AG7763
 AG7763.This Tidal Bench Mark is designated as VM 10602
 AG7763.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7763
 AG7763.Click photographs - Photos may exist for this station.
 AG7763
 AG7763.The dynamic height is computed by dividing the NAVD 88
 AG7763.geopotential number by the normal gravity value computed on the
 AG7763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7763.degrees latitude (g = 980.6199 gals.).
 AG7763
 AG7763.The modeled gravity was interpolated from observed gravity values.
 AG7763
 AG7763;                    North         East    Units  Estimated Accuracy
 AG7763;SPC FL W     -   307,890.      155,130.      MT  (+/- 180 meters Scaled)
 AG7763
 AG7763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK560996(NAD 83)
 AG7763
 AG7763                          SUPERSEDED SURVEY CONTROL
 AG7763
 AG7763.No superseded survey control is available for this station.
 AG7763
 AG7763_MARKER: DJ = TIDAL STATION DISK
 AG7763_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7763_SP_SET: SEAWALL
 AG7763_STAMPING: 5889 E 1977
 AG7763_MARK LOGO: NOS
 AG7763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7763+STABILITY: SURFACE MOTION
 AG7763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7763+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2001
 AG7763
 AG7763  HISTORY     - Date     Condition        Report By
 AG7763  HISTORY     - 1977     MONUMENTED       NOS
 AG7763  HISTORY     - 1983     GOOD             FLDNR
 AG7763  HISTORY     - 1989     GOOD             USPSQD
 AG7763  HISTORY     - 20010713 GOOD             USPSQD
 AG7763  HISTORY     - 20020221 GOOD             USPSQD
 AG7763  HISTORY     - 20120918 MARK NOT FOUND   GEOCAC
 AG7763
 AG7763                          STATION DESCRIPTION
 AG7763
 AG7763'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7763'IN VENICE.
 AG7763'BEGIN AT THE CITY HALL IN VENICE, GO 0.55 MILE WEST ALONG VENICE
 AG7763'AVENUE TO THE JUNCTION OF THE ESPLANADE, GO 0.4 MILE NORTH ALONG THE
 AG7763'ESPLANADE TO TARPON CENTER DRIVE, GO 0.55 MILE WEST AND NORTH ALONG
 AG7763'TARPON CENTER DRIVE TO THE CROWS NEST MARINA.  THE MARK IS SET IN THE
 AG7763'CONCRETE SEAWALL AND BEARS 132 FEET NORTH-NORTHWEST OF BENCH MARK 5889
 AG7763'A 1977, 7.3 FEET EAST-NORTHEAST OF A 12-INCH DIAMETER AUSTRALIAN PINE,
 AG7763'42.2 FEET EAST-NORTHEAST OF THE CENTERLINE OF TARPON CENTER DRIVE, AND
 AG7763'136.7 FEET WEST OF BENCH MARK CLUB 1983 JAX FLA.
 AG7763
 AG7763                          STATION RECOVERY (1989)
 AG7763
 AG7763'RECOVERY NOTE BY US POWER SQUADRON 1989 (CFR)
 AG7763'RECOVERED IN GOOD CONDITION.
 AG7763
 AG7763                          STATION RECOVERY (2001)
 AG7763
 AG7763'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG7763'
 AG7763'MARKER COVERED BY MARINA DECK WITH A VIEW HOLE FOR OBSERVATION.
 AG7763
 AG7763                          STATION RECOVERY (2002)
 AG7763
 AG7763'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7763'VIEW THRU HOLE IN WOOD DECK TO HEADWALL UNDERNEATH
 AG7763
 AG7763                          STATION RECOVERY (2012)
 AG7763
 AG7763'RECOVERY NOTE BY GEOCACHING 2012 (DEB)
 AG7763'THE SEAWALL HAS HAD 2 MAJOR RENOVATIONS ONE IN 1994 AND AGAIN IN 2002.
 AG7763'DURING THE LAST A BOARD WALKWAY WAS ERECTED OVER THE SEA WALL AND
 AG7763'ADJACENT WALKWAY. IF ANY MARKS REMAIN (DOUBTFUL) THEY ARE UNDER THE
 AG7763'PLANKING. INFORMATION GATHERED FROM EMPLOYEE AT THE MARINA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7764 ***********************************************************************
 AG7764  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7764  DESIGNATION -  872 5889 F TIDAL
 AG7764  PID         -  AG7764
 AG7764  STATE/COUNTY-  FL/SARASOTA
 AG7764  COUNTRY     -  US
 AG7764  USGS QUAD   -  VENICE (2018)
 AG7764
 AG7764                         *CURRENT SURVEY CONTROL
 AG7764  ______________________________________________________________________
 AG7764* NAD 83(1986) POSITION- 27 06 43.     (N) 082 27 09.     (W)   SCALED
 AG7764* NAVD 88 ORTHO HEIGHT -     0.800 (meters)        2.62  (feet) ADJUSTED
 AG7764  ______________________________________________________________________
 AG7764  GEOID HEIGHT    -        -24.016 (meters)                     GEOID18
 AG7764  DYNAMIC HEIGHT  -          0.798 (meters)        2.62  (feet) COMP
 AG7764  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 AG7764
 AG7764  VERT ORDER      -  SECOND    CLASS I
 AG7764
 AG7764.The horizontal coordinates were scaled from a map and have
 AG7764.an estimated accuracy of +/- 6 seconds.
 AG7764
 AG7764.The orthometric height was determined by differential leveling and
 AG7764.adjusted by the NATIONAL GEODETIC SURVEY
 AG7764.in June 1991.
 AG7764
 AG7764.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7764.GEOID18 height accuracy estimate available here.
 AG7764
 AG7764.This Tidal Bench Mark is designated as VM 10603
 AG7764.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7764
 AG7764.Click photographs - Photos may exist for this station.
 AG7764
 AG7764.The dynamic height is computed by dividing the NAVD 88
 AG7764.geopotential number by the normal gravity value computed on the
 AG7764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7764.degrees latitude (g = 980.6199 gals.).
 AG7764
 AG7764.The modeled gravity was interpolated from observed gravity values.
 AG7764
 AG7764;                    North         East    Units  Estimated Accuracy
 AG7764;SPC FL W     -   307,890.      155,130.      MT  (+/- 180 meters Scaled)
 AG7764
 AG7764_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLK560996(NAD 83)
 AG7764
 AG7764                          SUPERSEDED SURVEY CONTROL
 AG7764
 AG7764.No superseded survey control is available for this station.
 AG7764
 AG7764_MARKER: DJ = TIDAL STATION DISK
 AG7764_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7764+WITH SETTING: PAVEMENT
 AG7764_SP_SET: SIGN BASE
 AG7764_STAMPING: 5889 F 1977
 AG7764_MARK LOGO: NOS
 AG7764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7764+STABILITY: SURFACE MOTION
 AG7764
 AG7764  HISTORY     - Date     Condition        Report By
 AG7764  HISTORY     - 1977     MONUMENTED       NOS
 AG7764  HISTORY     - 1983     GOOD             FLDNR
 AG7764  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7764
 AG7764                          STATION DESCRIPTION
 AG7764
 AG7764'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7764'IN VENICE.
 AG7764'BEGIN AT THE CITY HALL IN VENICE, GO 0.55 MILE WEST ALONG VENICE
 AG7764'AVENUE TO THE JUNCTION OF THE ESPLANADE, GO 0.4 MILE NORTH ALONG THE
 AG7764'ESPLANADE TO TARPON CENTER DRIVE, GO 0.55 MILE WEST AND NORTH ALONG
 AG7764'TARPON CENTER DRIVE TO THE CROWS NEST MARINA.  THE MARK IS SET IN A
 AG7764'2.5-FOOT BY 2.5-FOOT CONCRETE BASE FOR A SIGN AND BEARS 111 FEET
 AG7764'NORTHWEST OF BENCH MARK 5889 E 1977, 3.8 FEET SOUTHWEST OF THE WATERS
 AG7764'EDGE, 39.6 FEET NORTHEAST OF THE CENTERLINE OF TARPON CENTER DRIVE,
 AG7764'AND 30.5 FEET SOUTHEAST OF THE NORTHWEST END OF THE SEAWALL.
 AG7764
 AG7764                          STATION RECOVERY (1990)
 AG7764
 AG7764'RECOVERY NOTE BY US POWER SQUADRON 1990 (CFR)
 AG7764'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9718 ***********************************************************************
 DL9718  TIDAL BM    -  This is a Tidal Bench Mark.
 DL9718  DESIGNATION -  872 5899 A
 DL9718  PID         -  DL9718
 DL9718  STATE/COUNTY-  FL/SARASOTA
 DL9718  COUNTRY     -  US
 DL9718  USGS QUAD   -  VENICE (2018)
 DL9718
 DL9718                         *CURRENT SURVEY CONTROL
 DL9718  ______________________________________________________________________
 DL9718* NAD 83(1986) POSITION- 27 07 22.94   (N) 082 28 11.07   (W)   HD_HELD1
 DL9718* NAVD 88 ORTHO HEIGHT -     1.294 (meters)        4.25  (feet) ADJUSTED
 DL9718  ______________________________________________________________________
 DL9718  GEOID HEIGHT    -        -24.033 (meters)                     GEOID18
 DL9718  DYNAMIC HEIGHT  -          1.292 (meters)        4.24  (feet) COMP
 DL9718  MODELED GRAVITY -    979,127.2   (mgal)                       NAVD 88
 DL9718
 DL9718  VERT ORDER      -  FIRST     CLASS II
 DL9718
 DL9718.The horizontal coordinates were determined by differentially corrected
 DL9718.hand held GPS observations or other comparable positioning techniques
 DL9718.and have an estimated accuracy of +/- 3 meters.
 DL9718
 DL9718.The orthometric height was determined by differential leveling and
 DL9718.adjusted by the NATIONAL GEODETIC SURVEY
 DL9718.in August 2010.
 DL9718
 DL9718.No vertical observational check was made to the station.
 DL9718
 DL9718.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9718.GEOID18 height accuracy estimate available here.
 DL9718
 DL9718.This Tidal Bench Mark is designated as VM 6092
 DL9718.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL9718
 DL9718.Click photographs - Photos may exist for this station.
 DL9718
 DL9718.The dynamic height is computed by dividing the NAVD 88
 DL9718.geopotential number by the normal gravity value computed on the
 DL9718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9718.degrees latitude (g = 980.6199 gals.).
 DL9718
 DL9718.The modeled gravity was interpolated from observed gravity values.
 DL9718
 DL9718;                    North         East    Units  Estimated Accuracy
 DL9718;SPC FL W     -   309,123.5     153,429.1     MT  (+/- 3 meters HH1 GPS) 
 DL9718
 DL9718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5432800914(NAD 83)
 DL9718
 DL9718                          SUPERSEDED SURVEY CONTROL
 DL9718
 DL9718.No superseded survey control is available for this station.
 DL9718
 DL9718_MARKER: DB = BENCH MARK DISK
 DL9718_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL9718_STAMPING: 5899 A 1989
 DL9718_MARK LOGO: NOS
 DL9718_PROJECTION: RECESSED 9 CENTIMETERS
 DL9718_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL9718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL9718+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 DL9718_ROD/PIPE-DEPTH: 7.0 meters
 DL9718
 DL9718  HISTORY     - Date     Condition        Report By
 DL9718  HISTORY     - 1989     MONUMENTED       FLDNR
 DL9718  HISTORY     - 20080625 GOOD             FLDEP
 DL9718  HISTORY     - 20210413 GOOD             PICKET
 DL9718
 DL9718                          STATION DESCRIPTION
 DL9718
 DL9718'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DL9718'THE MARK IS IN NOKOMIS BEACH ON CASEY KEY, IN SECTION 35, TOWNSHIP 38
 DL9718'SOUTH, RANGE 18 EAST.
 DL9718'
 DL9718'TO REACH THE MARK FROM THE JUNCTION OF THE I-75 NORTHBOUND OVERPASS
 DL9718'AND LAUREL ROAD (COUNTY ROAD 762) ABOUT 2.0 MI (3.2 KM) NORTHEAST OF
 DL9718'NOKOMIS, GO WEST ON LAUREL ROAD (COUNTY ROAD 762) FOR 3.1 MI (5.0 KM)
 DL9718'TO THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL).  TURN LEFT ON
 DL9718'U.S. HIGHWAY 41 (TAMIAMI TRAIL) AND GO SOUTH FOR 1.0 MI (1.6 KM) TO
 DL9718'THE INTERSECTION OF ALBEE ROAD (STATE ROAD 789).  TURN RIGHT ON ALBEE
 DL9718'ROAD AND GO WEST FOR ABOUT 1.1 MI (1.8 KM) TO THE JUNCTION OF CASEY
 DL9718'KEY ROAD ON THE LEFT.  TURN LEFT ON CASEY KEY ROAD AND GO SOUTH FOR
 DL9718'0.1 MI (0.2 KM) TO THE NOKOMIS COAST GUARD STATION ON THE LEFT AND THE
 DL9718'MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH
 DL9718'OF 23.0 FT (7.0 M) WITH A PVC PIPE FLUSH WITH THE GROUND AND LEVEL
 DL9718'WITH CASEY KEY ROAD, THE DISK IS RECESSED 0.1 FT (0.0 M) BELOW THE
 DL9718'LEVEL OF THE PVC PIPE.
 DL9718'
 DL9718'LOCATED 49.5 FT (15.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A
 DL9718'SARASOTA COUNTY PARK DRIVEWAY, 27.6 FT (8.4 M) EAST OF THE APPROXIMATE
 DL9718'CENTERLINE OF CASEY KEY ROAD, 7.2 FT (2.2 M) NORTH OF A CARSONITE
 DL9718'WITNESS POST AND 3.0 FT (0.9 M) EAST OF A CHAIN LINK FENCE.
 DL9718
 DL9718                          STATION RECOVERY (2021)
 DL9718
 DL9718'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JMC)
 DL9718'RECOVERED AS DESCRIBED.
 DL9718'
 DL9718'NOTE-NOKOMIS COAST GUARD STATION IS NOW SARASOTA COUNTY PARKS AND
 DL9718'RECREATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL2734 ***********************************************************************
 DL2734  TIDAL BM    -  This is a Tidal Bench Mark.
 DL2734  DESIGNATION -  872 5899 B
 DL2734  PID         -  DL2734
 DL2734  STATE/COUNTY-  FL/SARASOTA
 DL2734  COUNTRY     -  US
 DL2734  USGS QUAD   -  VENICE (2018)
 DL2734
 DL2734                         *CURRENT SURVEY CONTROL
 DL2734  ______________________________________________________________________
 DL2734* NAD 83(1986) POSITION- 27 07 27.99   (N) 082 28 10.46   (W)   HD_HELD1
 DL2734* NAVD 88 ORTHO HEIGHT -     5.185 (meters)       17.01  (feet) ADJUSTED
 DL2734  ______________________________________________________________________
 DL2734  GEOID HEIGHT    -        -24.035 (meters)                     GEOID18
 DL2734  DYNAMIC HEIGHT  -          5.177 (meters)       16.98  (feet) COMP
 DL2734  MODELED GRAVITY -    979,127.2   (mgal)                       NAVD 88
 DL2734
 DL2734  VERT ORDER      -  FIRST     CLASS II
 DL2734
 DL2734.The horizontal coordinates were determined by differentially corrected
 DL2734.hand held GPS observations or other comparable positioning techniques
 DL2734.and have an estimated accuracy of +/- 3 meters.
 DL2734
 DL2734.The orthometric height was determined by differential leveling and
 DL2734.adjusted by the NATIONAL GEODETIC SURVEY
 DL2734.in July 2009.
 DL2734
 DL2734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL2734.GEOID18 height accuracy estimate available here.
 DL2734
 DL2734.This Tidal Bench Mark is designated as VM 6093
 DL2734.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL2734
 DL2734.Click photographs - Photos may exist for this station.
 DL2734
 DL2734.The dynamic height is computed by dividing the NAVD 88
 DL2734.geopotential number by the normal gravity value computed on the
 DL2734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL2734.degrees latitude (g = 980.6199 gals.).
 DL2734
 DL2734.The modeled gravity was interpolated from observed gravity values.
 DL2734
 DL2734;                    North         East    Units  Estimated Accuracy
 DL2734;SPC FL W     -   309,278.9     153,446.5     MT  (+/- 3 meters HH1 GPS) 
 DL2734
 DL2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5434701070(NAD 83)
 DL2734
 DL2734                          SUPERSEDED SURVEY CONTROL
 DL2734
 DL2734.No superseded survey control is available for this station.
 DL2734
 DL2734_MARKER: DD = SURVEY DISK
 DL2734_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL2734_SP_SET: BRIDGE GUARDRAIL
 DL2734_STAMPING: 5899 B 1989
 DL2734_MARK LOGO: FLSRD
 DL2734_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL2734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL2734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL2734+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 DL2734
 DL2734  HISTORY     - Date     Condition        Report By
 DL2734  HISTORY     - UNK      MONUMENTED       FLSRD
 DL2734  HISTORY     - 20071023 GOOD             NOS
 DL2734  HISTORY     - 20080625 GOOD             FLDEP
 DL2734  HISTORY     - 20200221 GOOD             USPSQD
 DL2734  HISTORY     - 20200226 GOOD             USPSQD
 DL2734  HISTORY     - 20210413 GOOD             PICKET
 DL2734
 DL2734                          STATION DESCRIPTION
 DL2734
 DL2734'DESCRIBED BY NATIONAL OCEAN SERVICE 2007 (BPJ)
 DL2734'THE MARK IS IN NOKOMIS BEACH ON CASEY KEY, IN SECTION 35, TOWNSHIP 38
 DL2734'SOUTH, RANGE 18 EAST.
 DL2734'
 DL2734'TO REACH THE MARK FROM THE JUNCTION OF THE I-75 NORTHBOUND OVERPASS
 DL2734'AND LAUREL ROAD (COUNTY ROAD 762) ABOUT 2.0 MI (3.2 KM) NORTHEAST OF
 DL2734'NOKOMIS, GO WEST ON LAUREL ROAD (COUNTY ROAD 762) FOR 3.1 MI (5.0 KM)
 DL2734'TO THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL), TURN LEFT ON
 DL2734'U.S. HIGHWAY 41 (TAMIAMI TRAIL) AND GO SOUTH FOR 1.0 MI (1.6 KM) TO
 DL2734'THE INTERSECTION OF ALBEE ROAD (STATE ROAD 789), TURN RIGHT ON ALBEE
 DL2734'ROAD AND GO WEST FOR ABOUT 1.05 TO THE SOUTHWEST END OF THE ALBEE ROAD
 DL2734'DRAWBRIDGE AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A
 DL2734'CONCRETE GUARDRAIL AND ABOUT 3.5 FT (1.1 M) ABOVE THE LEVEL OF ALBEE
 DL2734'ROAD (STATE ROAD 789).
 DL2734'
 DL2734'LOCATED 130.2 FT (39.7 M) WEST OF THE APPROXIMATE CENTER OF THE DRAW
 DL2734'SPAN, 19.0 FT (5.8 M) EAST OF A WARNING SIGNAL BOX, 18.4 FT (5.6 M)
 DL2734'SOUTH OF THE APPROXIMATE CENTERLINE OF ALBEE ROAD (STATE ROAD 789) AND
 DL2734'3.0 FT (0.9 M) ABOVE THE LEVEL OF A CONCRETE WALKWAY.
 DL2734
 DL2734                          STATION RECOVERY (2008)
 DL2734
 DL2734'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 DL2734'RECOVERED AS DESCRIBED.
 DL2734
 DL2734                          STATION RECOVERY (2020)
 DL2734
 DL2734'RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)
 DL2734'RECOVERED IN GOOD CONDITION.
 DL2734
 DL2734                          STATION RECOVERY (2020)
 DL2734
 DL2734'RECOVERY NOTE BY US POWER SQUADRON 2020 (GLC)
 DL2734'RECOVERED IN GOOD CONDITION.
 DL2734
 DL2734                          STATION RECOVERY (2021)
 DL2734
 DL2734'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JMC)
 DL2734'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9721 ***********************************************************************
 DL9721  TIDAL BM    -  This is a Tidal Bench Mark.
 DL9721  DESIGNATION -  872 5899 C
 DL9721  PID         -  DL9721
 DL9721  STATE/COUNTY-  FL/SARASOTA
 DL9721  COUNTRY     -  US
 DL9721  USGS QUAD   -  LAUREL (2018)
 DL9721
 DL9721                         *CURRENT SURVEY CONTROL
 DL9721  ______________________________________________________________________
 DL9721* NAD 83(1986) POSITION- 27 07 32.63   (N) 082 27 42.78   (W)   HD_HELD1
 DL9721* NAVD 88 ORTHO HEIGHT -     3.723 (meters)       12.21  (feet) ADJUSTED
 DL9721  ______________________________________________________________________
 DL9721  GEOID HEIGHT    -        -24.037 (meters)                     GEOID18
 DL9721  DYNAMIC HEIGHT  -          3.717 (meters)       12.19  (feet) COMP
 DL9721  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 DL9721
 DL9721  VERT ORDER      -  FIRST     CLASS II
 DL9721
 DL9721.The horizontal coordinates were determined by differentially corrected
 DL9721.hand held GPS observations or other comparable positioning techniques
 DL9721.and have an estimated accuracy of +/- 3 meters.
 DL9721
 DL9721.The orthometric height was determined by differential leveling and
 DL9721.adjusted by the NATIONAL GEODETIC SURVEY
 DL9721.in August 2010.
 DL9721
 DL9721.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9721.GEOID18 height accuracy estimate available here.
 DL9721
 DL9721.This Tidal Bench Mark is designated as VM 6094
 DL9721.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL9721
 DL9721.Click photographs - Photos may exist for this station.
 DL9721
 DL9721.The dynamic height is computed by dividing the NAVD 88
 DL9721.geopotential number by the normal gravity value computed on the
 DL9721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9721.degrees latitude (g = 980.6199 gals.).
 DL9721
 DL9721.The modeled gravity was interpolated from observed gravity values.
 DL9721
 DL9721;                    North         East    Units  Estimated Accuracy
 DL9721;SPC FL W     -   309,418.9     154,209.3     MT  (+/- 3 meters HH1 GPS) 
 DL9721
 DL9721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5511101204(NAD 83)
 DL9721
 DL9721                          SUPERSEDED SURVEY CONTROL
 DL9721
 DL9721.No superseded survey control is available for this station.
 DL9721
 DL9721_MARKER: DD = SURVEY DISK
 DL9721_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL9721_SP_SET: BRIDGE GUARDRAIL
 DL9721_STAMPING: 5899 C 1989
 DL9721_MARK LOGO: FLDT
 DL9721_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9721_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9721+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 DL9721
 DL9721  HISTORY     - Date     Condition        Report By
 DL9721  HISTORY     - UNK      MONUMENTED       FLDT
 DL9721  HISTORY     - 20080625 GOOD             FLDEP
 DL9721  HISTORY     - 20200226 GOOD             USPSQD
 DL9721  HISTORY     - 20210413 GOOD             PICKET
 DL9721
 DL9721                          STATION DESCRIPTION
 DL9721
 DL9721'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DL9721'THE MARK IS IN NOKOMIS, IN SECTION 36, TOWNSHIP 38 SOUTH, RANGE 18
 DL9721'EAST.
 DL9721'
 DL9721'TO REACH THE MARK FROM THE JUNCTION OF THE I-75 NORTHBOUND OVERPASS
 DL9721'AND LAUREL ROAD (COUNTY ROAD 762) ABOUT 2.0 MI (3.2 KM) NORTHEAST OF
 DL9721'NOKOMIS, GO WEST ON LAUREL ROAD (COUNTY ROAD 762) FOR 3.1 MI (5.0 KM)
 DL9721'TO THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL).  TURN LEFT ON
 DL9721'U.S. HIGHWAY 41 (TAMIAMI TRAIL) AND GO SOUTH FOR 1.0 MI (1.6 KM) TO
 DL9721'THE INTERSECTION OF ALBEE ROAD (STATE ROAD 789).  TURN RIGHT ON ALBEE
 DL9721'ROAD AND GO WEST FOR 0.5 MI (0.8 KM) TO THE SOUTHEAST END OF THE LYONS
 DL9721'BAY BRIDGE AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A
 DL9721'CONCRETE GUARDRAIL AND ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF ALBEE
 DL9721'ROAD (STATE ROAD 789).
 DL9721'
 DL9721'LOCATED 21.0 FT (6.4 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DL9721'ALBEE ROAD (STATE ROAD 789), 1.3 FT (0.4 M) NORTHWEST OF THE SOUTHEAST
 DL9721'END OF A CONCRETE GUARDRAIL, 0.6 FT (0.2 M) SOUTHWEST OF A METAL
 DL9721'HANDRAIL AND 3.0 FT (0.9 M) FT ABOVE THE LEVEL OF A CONCRETE SIDEWALK.
 DL9721
 DL9721                          STATION RECOVERY (2020)
 DL9721
 DL9721'RECOVERY NOTE BY US POWER SQUADRON 2020 (GLC)
 DL9721'RECOVERED IN GOOD CONDITION.
 DL9721
 DL9721                          STATION RECOVERY (2021)
 DL9721
 DL9721'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JMC)
 DL9721'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL9720 ***********************************************************************
 DL9720  DESIGNATION -  872 5899 E
 DL9720  PID         -  DL9720
 DL9720  STATE/COUNTY-  FL/SARASOTA
 DL9720  COUNTRY     -  US
 DL9720  USGS QUAD   -  VENICE (2018)
 DL9720
 DL9720                         *CURRENT SURVEY CONTROL
 DL9720  ______________________________________________________________________
 DL9720* NAD 83(1986) POSITION- 27 07 28.35   (N) 082 28 07.03   (W)   HD_HELD1
 DL9720* NAVD 88 ORTHO HEIGHT -     4.351 (meters)       14.27  (feet) ADJUSTED
 DL9720  ______________________________________________________________________
 DL9720  GEOID HEIGHT    -        -24.035 (meters)                     GEOID18
 DL9720  DYNAMIC HEIGHT  -          4.344 (meters)       14.25  (feet) COMP
 DL9720  MODELED GRAVITY -    979,127.2   (mgal)                       NAVD 88
 DL9720
 DL9720  VERT ORDER      -  FIRST     CLASS II
 DL9720
 DL9720.The horizontal coordinates were determined by differentially corrected
 DL9720.hand held GPS observations or other comparable positioning techniques
 DL9720.and have an estimated accuracy of +/- 3 meters.
 DL9720
 DL9720.The orthometric height was determined by differential leveling and
 DL9720.adjusted by the NATIONAL GEODETIC SURVEY
 DL9720.in August 2010.
 DL9720
 DL9720.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL9720.GEOID18 height accuracy estimate available here.
 DL9720
 DL9720.Click photographs - Photos may exist for this station.
 DL9720
 DL9720.The dynamic height is computed by dividing the NAVD 88
 DL9720.geopotential number by the normal gravity value computed on the
 DL9720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL9720.degrees latitude (g = 980.6199 gals.).
 DL9720
 DL9720.The modeled gravity was interpolated from observed gravity values.
 DL9720
 DL9720;                    North         East    Units  Estimated Accuracy
 DL9720;SPC FL W     -   309,289.6     153,541.0     MT  (+/- 3 meters HH1 GPS) 
 DL9720
 DL9720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5444201080(NAD 83)
 DL9720
 DL9720                          SUPERSEDED SURVEY CONTROL
 DL9720
 DL9720.No superseded survey control is available for this station.
 DL9720
 DL9720_MARKER: DD = SURVEY DISK
 DL9720_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DL9720_SP_SET: BRIDGE GUARDRAIL
 DL9720_STAMPING: 5899 E
 DL9720_MARK LOGO: FLSRD
 DL9720_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL9720_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL9720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL9720+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 DL9720
 DL9720  HISTORY     - Date     Condition        Report By
 DL9720  HISTORY     - UNK      MONUMENTED       FLSRD
 DL9720  HISTORY     - 20080625 GOOD             FLDEP
 DL9720  HISTORY     - 20200221 GOOD             USPSQD
 DL9720  HISTORY     - 20200226 GOOD             USPSQD
 DL9720  HISTORY     - 20210413 GOOD             PICKET
 DL9720
 DL9720                          STATION DESCRIPTION
 DL9720
 DL9720'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DL9720'THE MARK IS IN NOKOMIS BEACH ON CASEY KEY, IN SECTION 35, TOWNSHIP 38
 DL9720'SOUTH, RANGE 18 EAST.
 DL9720'
 DL9720'TO REACH THE MARK FROM THE JUNCTION OF THE I-75 NORTHBOUND OVERPASS
 DL9720'AND LAUREL ROAD (COUNTY ROAD 762) ABOUT 2.0 MI (3.2 KM) NORTHEAST OF
 DL9720'NOKOMIS, GO WEST ON LAUREL ROAD (COUNTY ROAD 762) FOR 3.1 MI (5.0 KM)
 DL9720'TO THE INTERSECTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL).  TURN LEFT ON
 DL9720'U.S. HIGHWAY 41 (TAMIAMI TRAIL) AND GO SOUTH FOR 1.0 MI (1.6 KM) TO
 DL9720'THE INTERSECTION OF ALBEE ROAD (STATE ROAD 789).  TURN RIGHT ON ALBEE
 DL9720'ROAD AND GO WEST FOR ABOUT 1.0 MI (1.6 KM) TO THE NORTHEAST END OF THE
 DL9720'ALBEE ROAD DRAWBRIDGE AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP
 DL9720'OF A CONCRETE GUARDRAIL AND ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF
 DL9720'ALBEE ROAD (STATE ROAD 789).
 DL9720'
 DL9720'LOCATED 18.5 FT (5.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF ALBEE
 DL9720'ROAD (STATE ROAD 789), 7.9 FT (2.4 M) WEST OF THE EAST END OF A
 DL9720'CONCRETE GUARDRAIL, 7.8 FT (2.4 M) WEST OF A METAL GUARDRAIL, 4.5 FT
 DL9720'(1.4 M) NORTH OF THE NORTH FACE OF A CONCRETE CURB, 3.0 FT (0.9 M) FT
 DL9720'ABOVE THE LEVEL OF A CONCRETE WALKWAY AND 1.4 FT (0.4 M) SOUTHEAST OF
 DL9720'A WARNING SIGNAL BOX.
 DL9720
 DL9720                          STATION RECOVERY (2020)
 DL9720
 DL9720'RECOVERY NOTE BY US POWER SQUADRON 2020 (TJH)
 DL9720'RECOVERED IN GOOD CONDITION.
 DL9720
 DL9720                          STATION RECOVERY (2020)
 DL9720
 DL9720'RECOVERY NOTE BY US POWER SQUADRON 2020 (GLC)
 DL9720'RECOVERED IN GOOD CONDITION.
 DL9720
 DL9720                          STATION RECOVERY (2021)
 DL9720
 DL9720'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JMC)
 DL9720'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6791 ***********************************************************************
 DR6791  DESIGNATION -  872 5899 F
 DR6791  PID         -  DR6791
 DR6791  STATE/COUNTY-  FL/SARASOTA
 DR6791  COUNTRY     -  US
 DR6791  USGS QUAD   -  VENICE (2018)
 DR6791
 DR6791                         *CURRENT SURVEY CONTROL
 DR6791  ______________________________________________________________________
 DR6791* NAD 83(1986) POSITION- 27 06 55.82   (N) 082 28 01.35   (W)   HD_HELD1
 DR6791* NAVD 88 ORTHO HEIGHT -     2.780 (meters)        9.12  (feet) ADJUSTED
 DR6791  ______________________________________________________________________
 DR6791  GEOID HEIGHT    -        -24.023 (meters)                     GEOID18
 DR6791  DYNAMIC HEIGHT  -          2.776 (meters)        9.11  (feet) COMP
 DR6791  MODELED GRAVITY -    979,127.1   (mgal)                       NAVD 88
 DR6791
 DR6791  VERT ORDER      -  FIRST     CLASS II
 DR6791
 DR6791.The horizontal coordinates were determined by differentially corrected
 DR6791.hand held GPS observations or other comparable positioning techniques
 DR6791.and have an estimated accuracy of +/- 3 meters.
 DR6791
 DR6791.The orthometric height was determined by differential leveling and
 DR6791.adjusted by the NATIONAL GEODETIC SURVEY
 DR6791.in June 2021.
 DR6791
 DR6791.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6791.GEOID18 height accuracy estimate available here.
 DR6791
 DR6791.Click photographs - Photos may exist for this station.
 DR6791
 DR6791.The dynamic height is computed by dividing the NAVD 88
 DR6791.geopotential number by the normal gravity value computed on the
 DR6791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6791.degrees latitude (g = 980.6199 gals.).
 DR6791
 DR6791.The modeled gravity was interpolated from observed gravity values.
 DR6791
 DR6791;                    North         East    Units  Estimated Accuracy
 DR6791;SPC FL W     -   308,287.8     153,693.7     MT  (+/- 3 meters HH1 GPS) 
 DR6791
 DR6791_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5458600077(NAD 83)
 DR6791
 DR6791                          SUPERSEDED SURVEY CONTROL
 DR6791
 DR6791.No superseded survey control is available for this station.
 DR6791
 DR6791_MARKER: F = FLANGE-ENCASED ROD
 DR6791_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR6791_STAMPING: 872 5899 F 2021
 DR6791_MARK LOGO: FLDEP
 DR6791_PROJECTION: FLUSH
 DR6791_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR6791_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6791+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2021
 DR6791_ROD/PIPE-DEPTH: 11.2 meters
 DR6791
 DR6791  HISTORY     - Date     Condition        Report By
 DR6791  HISTORY     - 20210413 MONUMENTED       PICKET
 DR6791
 DR6791                          STATION DESCRIPTION
 DR6791
 DR6791'DESCRIBED BY PICKETT AND ASSOCIATES 2021 (JMC)
 DR6791'THE STATION IS LOCATED ABOUT 11.6 MI (18.7 KM) SOUTH OF BEE RIDGE, 1.4
 DR6791'MI (2.2 KM) NORTHWEST OF VENICE AND 1.3 MI (2.1 KM) SOUTHWEST OF
 DR6791'LAUREL.
 DR6791'
 DR6791'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 41 WITH STATE
 DR6791'HIGHWAY 681 IN LAUREL, FL GO SOUTH ON US HIGHWAY 41 FOR 1.6 MI (2.6
 DR6791'KM) TO ALBEE ROAD ON THE RIGHT, TURN RIGHT AND GO WEST ON WEST ON
 DR6791'ALBEE ROAD FOR 1.1 MI (1.8 KM) TO CASEY KEY ROAD, TURN LEFT AND GO
 DR6791'SOUTH ON CASEY KEY ROAD FOR 0.6 MI (1.0 KM) TO NORTH JETTY PARK AND
 DR6791'THE STATION ON THE RIGHT.
 DR6791'
 DR6791'THE STATION IS LOCATED 33 FT (10.1 M) WEST OF THE CENTERLINE OF CASEY
 DR6791'KEY ROAD, 31 FT (9.4 M) NORTH OF THE CENTERLINE OF SOUTH ENTRANCE TO
 DR6791'PARK, 13.2 FT (4.0 M) NORTHWEST OF A 6 INCH (15 CM) BY 6 INCH (15 CM)
 DR6791'INFORMATION POST AND 2 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7754 ***********************************************************************
 AG7754  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7754  DESIGNATION -  872 5902 A
 AG7754  PID         -  AG7754
 AG7754  STATE/COUNTY-  FL/SARASOTA
 AG7754  COUNTRY     -  US
 AG7754  USGS QUAD   -  LAUREL (2018)
 AG7754
 AG7754                         *CURRENT SURVEY CONTROL
 AG7754  ______________________________________________________________________
 AG7754* NAD 83(1986) POSITION- 27 07 32.0    (N) 082 26 49.5    (W)   HD_HELD2
 AG7754* NAVD 88 ORTHO HEIGHT -     1.042 (meters)        3.42  (feet) ADJUSTED
 AG7754  ______________________________________________________________________
 AG7754  GEOID HEIGHT    -        -24.036 (meters)                     GEOID18
 AG7754  DYNAMIC HEIGHT  -          1.041 (meters)        3.42  (feet) COMP
 AG7754  MODELED GRAVITY -    979,127.8   (mgal)                       NAVD 88
 AG7754
 AG7754  VERT ORDER      -  FIRST     CLASS II
 AG7754
 AG7754.The horizontal coordinates were established by autonomous hand held GPS
 AG7754.observations and have an estimated accuracy of +/- 10 meters.
 AG7754
 AG7754.The orthometric height was determined by differential leveling and
 AG7754.adjusted by the NATIONAL GEODETIC SURVEY
 AG7754.in August 2010.
 AG7754
 AG7754.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7754.GEOID18 height accuracy estimate available here.
 AG7754
 AG7754.This Tidal Bench Mark is designated as VM 6097
 AG7754.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7754
 AG7754.Click photographs - Photos may exist for this station.
 AG7754
 AG7754.The dynamic height is computed by dividing the NAVD 88
 AG7754.geopotential number by the normal gravity value computed on the
 AG7754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7754.degrees latitude (g = 980.6199 gals.).
 AG7754
 AG7754.The modeled gravity was interpolated from observed gravity values.
 AG7754
 AG7754;                    North         East    Units  Estimated Accuracy
 AG7754;SPC FL W     -   309,394.      155,677.      MT  (+/- 10 meters HH2 GPS)
 AG7754
 AG7754_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5657801167(NAD 83)
 AG7754
 AG7754                          SUPERSEDED SURVEY CONTROL
 AG7754
 AG7754  NAVD 88 (06/15/91)    1.077  (m)            3.53   (f) SUPERSEDED  2 1
 AG7754
 AG7754.Superseded values are not recommended for survey control.
 AG7754
 AG7754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7754.See file dsdata.pdf to determine how the superseded data were derived.
 AG7754
 AG7754_MARKER: DB = BENCH MARK DISK
 AG7754_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7754_SP_SET: SEAWALL
 AG7754_STAMPING: 5902 A 1977
 AG7754_MARK LOGO: NOS
 AG7754_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7754+STABILITY: SURFACE MOTION
 AG7754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7754+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 AG7754
 AG7754  HISTORY     - Date     Condition        Report By
 AG7754  HISTORY     - 1977     MONUMENTED       NOS
 AG7754  HISTORY     - 1983     GOOD             FLDNR
 AG7754  HISTORY     - 20010713 GOOD             USPSQD
 AG7754  HISTORY     - 20080625 GOOD             FLDEP
 AG7754
 AG7754                          STATION DESCRIPTION
 AG7754
 AG7754'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7754'IN NOKOMIS.
 AG7754'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND COLONIAL LANE IN
 AG7754'NOKOMIS, GO EASTERLY ON COLONIAL LANE 0.35 MILE TO BUENA VISTA DRIVE,
 AG7754'THENCE NORTH AND WEST ON BUENA VISTA DRIVE 0.4 MILE TO CEIL DRIVE, GO
 AG7754'NORTH ON CEIL DRIVE 0.15 MILE TO CEIL COURT, THENCE NORTHWEST ON CEIL
 AG7754'COURT 0.05 MILE TO HOUSE NUMBER 437 AND THE MARK.  THE MARK IS SET
 AG7754'FLUSH IN THE SEAWALL, 7.2 FEET SOUTHEAST OF THE WATERS EDGE, 4.5 FEET
 AG7754'WEST OF THE GENINGTON NORTHWEST PROPERTY MARK, AND 96 FEET NORTHWEST
 AG7754'OF THE NORTH END OF CEIL COURT.
 AG7754
 AG7754                          STATION RECOVERY (2001)
 AG7754
 AG7754'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG7754'RECOVERED IN GOOD CONDITION.
 AG7754
 AG7754                          STATION RECOVERY (2008)
 AG7754
 AG7754'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7754'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AG7754'THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD 776 IN
 AG7754'SOUTH VENICE, GO NORTHWEST ON U.S. HIGHWAY 41 FOR 2.0 MI (3.2 KM) TO
 AG7754'THE JUNCTION OF U.S. HIGHWAY 41 BYPASS, CONTINUE NORTH ON U.S. HIGHWAY
 AG7754'41 BYPASS FOR 0.65 MI (1.0 KM) TO THE JUNCTION OF U.S. HIGHWAY 41
 AG7754'BUSINESS ROUTE ON THE LEFT, CONTINUE NORTHWEST ON U.S. HIGHWAY 41 FOR
 AG7754'0.55 MI (0.9 KM) TO THE JUNCTION OF COLONIA LANE ON THE RIGHT, TURN
 AG7754'RIGHT ON COLONIA LANE AND GO NORTHEAST FOR 0.3 MI (0.5 KM) TO THE
 AG7754'INTERSECTION OF OSCEOLA ROAD ON THE RIGHT AND BUENA VISTA DRIVE ON THE
 AG7754'LEFT, TURN LEFT ON BUENA VISTA DRIVE AND GO NORTH FOR 0.35 MI (0.6 KM)
 AG7754'TO THE JUNCTION OF CEIL DRIVE ON THE RIGHT, TURN RIGHT ON CEIL DRIVE
 AG7754'AND GO NORTH FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF CEIL COURT, TURN
 AG7754'LEFT ON CEIL COURT AND GO NORTH FOR 0.05 MI (0.1 KM) TO A DEAD END CUL
 AG7754'DE SAC AND THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7756 ***********************************************************************
 AG7756  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7756  DESIGNATION -  872 5902 B
 AG7756  PID         -  AG7756
 AG7756  STATE/COUNTY-  FL/SARASOTA
 AG7756  COUNTRY     -  US
 AG7756  USGS QUAD   -  LAUREL (2018)
 AG7756
 AG7756                         *CURRENT SURVEY CONTROL
 AG7756  ______________________________________________________________________
 AG7756* NAD 83(1986) POSITION- 27 07 30.2    (N) 082 26 49.9    (W)   HD_HELD2
 AG7756* NAVD 88 ORTHO HEIGHT -     1.294 (meters)        4.25  (feet) ADJUSTED
 AG7756  ______________________________________________________________________
 AG7756  GEOID HEIGHT    -        -24.035 (meters)                     GEOID18
 AG7756  DYNAMIC HEIGHT  -          1.292 (meters)        4.24  (feet) COMP
 AG7756  MODELED GRAVITY -    979,127.8   (mgal)                       NAVD 88
 AG7756
 AG7756  VERT ORDER      -  FIRST     CLASS II
 AG7756
 AG7756.The horizontal coordinates were established by autonomous hand held GPS
 AG7756.observations and have an estimated accuracy of +/- 10 meters.
 AG7756
 AG7756.The orthometric height was determined by differential leveling and
 AG7756.adjusted by the NATIONAL GEODETIC SURVEY
 AG7756.in August 2010.
 AG7756
 AG7756.No vertical observational check was made to the station.
 AG7756
 AG7756.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7756.GEOID18 height accuracy estimate available here.
 AG7756
 AG7756.This Tidal Bench Mark is designated as VM 6098
 AG7756.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7756
 AG7756.Click photographs - Photos may exist for this station.
 AG7756
 AG7756.The dynamic height is computed by dividing the NAVD 88
 AG7756.geopotential number by the normal gravity value computed on the
 AG7756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7756.degrees latitude (g = 980.6199 gals.).
 AG7756
 AG7756.The modeled gravity was interpolated from observed gravity values.
 AG7756
 AG7756;                    North         East    Units  Estimated Accuracy
 AG7756;SPC FL W     -   309,339.      155,665.      MT  (+/- 10 meters HH2 GPS)
 AG7756
 AG7756_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5656601112(NAD 83)
 AG7756
 AG7756                          SUPERSEDED SURVEY CONTROL
 AG7756
 AG7756  NAVD 88 (06/15/91)    1.305  (m)            4.28   (f) SUPERSEDED  2 1
 AG7756
 AG7756.Superseded values are not recommended for survey control.
 AG7756
 AG7756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7756.See file dsdata.pdf to determine how the superseded data were derived.
 AG7756
 AG7756_MARKER: DB = BENCH MARK DISK
 AG7756_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7756_SP_SET: SEAWALL
 AG7756_STAMPING: 5902 B 1977
 AG7756_MARK LOGO: NOS
 AG7756_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7756+STABILITY: SURFACE MOTION
 AG7756_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7756+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 AG7756
 AG7756  HISTORY     - Date     Condition        Report By
 AG7756  HISTORY     - 1977     MONUMENTED       NOS
 AG7756  HISTORY     - 1983     GOOD             FLDNR
 AG7756  HISTORY     - 20010713 GOOD             USPSQD
 AG7756  HISTORY     - 20020305 MARK NOT FOUND   USPSQD
 AG7756  HISTORY     - 20080625 GOOD             FLDEP
 AG7756
 AG7756                          STATION DESCRIPTION
 AG7756
 AG7756'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7756'IN NOKOMIS.
 AG7756'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND COLONIAL LANE IN
 AG7756'NOKOMIS, GO EASTERLY ON COLONIAL LANE 0.35 MILE TO BUENA VISTA DRIVE,
 AG7756'THENCE NORTH AND WEST ON BUENA VISTA DRIVE 0.4 MILE TO CEIL DRIVE, GO
 AG7756'NORTH ON CEIL DRIVE 0.15 MILE TO CEIL COURT, THENCE NORTHWEST ON CEIL
 AG7756'COURT 0.05 MILE TO HOUSE NUMBER 437 AND THE MARK.  THE MARK IS SET
 AG7756'FLUSH IN THE SEAWALL NEAR THE SOUTHWEST PROPERTY CORNER OF HOUSE
 AG7756'NUMBER 435.  THE MARK BEARS 64 FEET SOUTH OF BENCH MARK 5902 C 1977,
 AG7756'6.6 FEET EAST OF THE WATERS EDGE, AND 114 FEET WEST-NORTHWEST OF POWER
 AG7756'POLE NUMBER 14-1.
 AG7756
 AG7756                          STATION RECOVERY (2001)
 AG7756
 AG7756'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG7756'
 AG7756'LOCATED UNDER BUSH ON SEA WALL.
 AG7756
 AG7756                          STATION RECOVERY (2002)
 AG7756
 AG7756'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7756'APPEARS CEMENT CAP ON SEA WALL COVERS MARK
 AG7756
 AG7756                          STATION RECOVERY (2008)
 AG7756
 AG7756'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7756'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AG7756'THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD 776 IN
 AG7756'SOUTH VENICE, GO NORTHWEST ON U.S. HIGHWAY 41 FOR 2.0 MI (3.2 KM) TO
 AG7756'THE JUNCTION OF U.S. HIGHWAY 41 BYPASS, CONTINUE NORTH ON U.S. HIGHWAY
 AG7756'41 BYPASS FOR 0.65 MI (1.0 KM) TO THE JUNCTION OF U.S. HIGHWAY 41
 AG7756'BUSINESS ROUTE ON THE LEFT, CONTINUE NORTHWEST ON U.S. HIGHWAY 41 FOR
 AG7756'0.55 MI (0.9 KM) TO THE JUNCTION OF COLONIA LANE ON THE RIGHT, TURN
 AG7756'RIGHT ON COLONIA LANE AND GO NORTHEAST FOR 0.3 MI (0.5 KM) TO THE
 AG7756'INTERSECTION OF OSCEOLA ROAD ON THE RIGHT AND BUENA VISTA DRIVE ON THE
 AG7756'LEFT, TURN LEFT ON BUENA VISTA DRIVE AND GO NORTH FOR 0.35 MI (0.6 KM)
 AG7756'TO THE JUNCTION OF CEIL DRIVE ON THE RIGHT, TURN RIGHT ON CEIL DRIVE
 AG7756'AND GO NORTH FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF CEIL COURT, TURN
 AG7756'LEFT ON CEIL COURT AND GO NORTH FOR 0.05 MI (0.1 KM) TO A DEAD END CUL
 AG7756'DE SAC AND THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7755 ***********************************************************************
 AG7755  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7755  DESIGNATION -  872 5902 C
 AG7755  PID         -  AG7755
 AG7755  STATE/COUNTY-  FL/SARASOTA
 AG7755  COUNTRY     -  US
 AG7755  USGS QUAD   -  LAUREL (2018)
 AG7755
 AG7755                         *CURRENT SURVEY CONTROL
 AG7755  ______________________________________________________________________
 AG7755* NAD 83(1986) POSITION- 27 07 30.8    (N) 082 26 50.0    (W)   HD_HELD2
 AG7755* NAVD 88 ORTHO HEIGHT -     1.447 (meters)        4.75  (feet) ADJUSTED
 AG7755  ______________________________________________________________________
 AG7755  GEOID HEIGHT    -        -24.036 (meters)                     GEOID18
 AG7755  DYNAMIC HEIGHT  -          1.444 (meters)        4.74  (feet) COMP
 AG7755  MODELED GRAVITY -    979,127.8   (mgal)                       NAVD 88
 AG7755
 AG7755  VERT ORDER      -  FIRST     CLASS II
 AG7755
 AG7755.The horizontal coordinates were established by autonomous hand held GPS
 AG7755.observations and have an estimated accuracy of +/- 10 meters.
 AG7755
 AG7755.The orthometric height was determined by differential leveling and
 AG7755.adjusted by the NATIONAL GEODETIC SURVEY
 AG7755.in June 1991.
 AG7755
 AG7755.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7755.GEOID18 height accuracy estimate available here.
 AG7755
 AG7755.This Tidal Bench Mark is designated as VM 6099
 AG7755.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7755
 AG7755.Click photographs - Photos may exist for this station.
 AG7755
 AG7755.The dynamic height is computed by dividing the NAVD 88
 AG7755.geopotential number by the normal gravity value computed on the
 AG7755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7755.degrees latitude (g = 980.6199 gals.).
 AG7755
 AG7755.The modeled gravity was interpolated from observed gravity values.
 AG7755
 AG7755;                    North         East    Units  Estimated Accuracy
 AG7755;SPC FL W     -   309,357.      155,663.      MT  (+/- 10 meters HH2 GPS)
 AG7755
 AG7755_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5656301130(NAD 83)
 AG7755
 AG7755                          SUPERSEDED SURVEY CONTROL
 AG7755
 AG7755.No superseded survey control is available for this station.
 AG7755
 AG7755_MARKER: DJ = TIDAL STATION DISK
 AG7755_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7755_STAMPING: 5902 C 1977
 AG7755_MARK LOGO: NOS
 AG7755_PROJECTION: FLUSH
 AG7755_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7755_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7755_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7755+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 AG7755
 AG7755  HISTORY     - Date     Condition        Report By
 AG7755  HISTORY     - 1977     MONUMENTED       NOS
 AG7755  HISTORY     - 1983     GOOD             FLDNR
 AG7755  HISTORY     - 20010713 MARK NOT FOUND   USPSQD
 AG7755  HISTORY     - 20020305 GOOD             USPSQD
 AG7755  HISTORY     - 20080625 GOOD             FLDEP
 AG7755
 AG7755                          STATION DESCRIPTION
 AG7755
 AG7755'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7755'IN NOKOMIS.
 AG7755'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND COLONIAL LANE IN
 AG7755'NOKOMIS, GO EASTERLY ON COLONIAL LANE 0.35 MILE TO BUENA VISTA DRIVE,
 AG7755'THENCE NORTH AND WEST ON BUENA VISTA DRIVE 0.4 MILE TO CEIL DRIVE, GO
 AG7755'NORTH ON CEIL DRIVE 0.15 MILE TO CEIL COURT, THENCE NORTHWEST ON CEIL
 AG7755'COURT 0.05 MILE TO HOUSE NUMBER 437 AND THE MARK.  THE MARK BEARS 14.7
 AG7755'FEET EAST OF THE WATERS EDGE, 70.8 FEET WEST OF POWER POLE NUMBER 14,
 AG7755'102 FEET WEST OF THE CENTERLINE OF CEIL COURT, AND 16.5 FEET
 AG7755'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF HOUSE NUMBER 437.  SET ON
 AG7755'THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AG7755
 AG7755                          STATION RECOVERY (2001)
 AG7755
 AG7755'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG7755'
 AG7755'4 INCH X 4 INCH CEMENT MONUMENT FOUND. MAY BE ON TOP OF MARKER.
 AG7755
 AG7755                          STATION RECOVERY (2002)
 AG7755
 AG7755'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7755'RECOVERED IN GOOD CONDITION.
 AG7755
 AG7755                          STATION RECOVERY (2008)
 AG7755
 AG7755'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7755'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AG7755'THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD 776 IN
 AG7755'SOUTH VENICE, GO NORTHWEST ON U.S. HIGHWAY 41 FOR 2.0 MI (3.2 KM) TO
 AG7755'THE JUNCTION OF U.S. HIGHWAY 41 BYPASS, CONTINUE NORTH ON U.S. HIGHWAY
 AG7755'41 BYPASS FOR 0.65 MI (1.0 KM) TO THE JUNCTION OF U.S. HIGHWAY 41
 AG7755'BUSINESS ROUTE ON THE LEFT, CONTINUE NORTHWEST ON U.S. HIGHWAY 41 FOR
 AG7755'0.55 MI (0.9 KM) TO THE JUNCTION OF COLONIA LANE ON THE RIGHT, TURN
 AG7755'RIGHT ON COLONIA LANE AND GO NORTHEAST FOR 0.3 MI (0.5 KM) TO THE
 AG7755'INTERSECTION OF OSCEOLA ROAD ON THE RIGHT AND BUENA VISTA DRIVE ON THE
 AG7755'LEFT, TURN LEFT ON BUENA VISTA DRIVE AND GO NORTH FOR 0.35 MI (0.6 KM)
 AG7755'TO THE JUNCTION OF CEIL DRIVE ON THE RIGHT, TURN RIGHT ON CEIL DRIVE
 AG7755'AND GO NORTH FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF CEIL COURT, TURN
 AG7755'LEFT ON CEIL COURT AND GO NORTH FOR 0.05 MI (0.1 KM) TO A DEAD END CUL
 AG7755'DE SAC AND THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7753 ***********************************************************************
 AG7753  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7753  DESIGNATION -  872 5902 E
 AG7753  PID         -  AG7753
 AG7753  STATE/COUNTY-  FL/SARASOTA
 AG7753  COUNTRY     -  US
 AG7753  USGS QUAD   -  LAUREL (2018)
 AG7753
 AG7753                         *CURRENT SURVEY CONTROL
 AG7753  ______________________________________________________________________
 AG7753* NAD 83(1986) POSITION- 27 07 31.1    (N) 082 26 48.7    (W)   HD_HELD2
 AG7753* NAVD 88 ORTHO HEIGHT -     1.048 (meters)        3.44  (feet) ADJUSTED
 AG7753  ______________________________________________________________________
 AG7753  GEOID HEIGHT    -        -24.036 (meters)                     GEOID18
 AG7753  DYNAMIC HEIGHT  -          1.046 (meters)        3.43  (feet) COMP
 AG7753  MODELED GRAVITY -    979,127.8   (mgal)                       NAVD 88
 AG7753
 AG7753  VERT ORDER      -  FIRST     CLASS II
 AG7753
 AG7753.The horizontal coordinates were established by autonomous hand held GPS
 AG7753.observations and have an estimated accuracy of +/- 10 meters.
 AG7753
 AG7753.The orthometric height was determined by differential leveling and
 AG7753.adjusted by the NATIONAL GEODETIC SURVEY
 AG7753.in August 2010.
 AG7753
 AG7753.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7753.GEOID18 height accuracy estimate available here.
 AG7753
 AG7753.This Tidal Bench Mark is designated as VM 6120
 AG7753.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7753
 AG7753.Click photographs - Photos may exist for this station.
 AG7753
 AG7753.The dynamic height is computed by dividing the NAVD 88
 AG7753.geopotential number by the normal gravity value computed on the
 AG7753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7753.degrees latitude (g = 980.6199 gals.).
 AG7753
 AG7753.The modeled gravity was interpolated from observed gravity values.
 AG7753
 AG7753;                    North         East    Units  Estimated Accuracy
 AG7753;SPC FL W     -   309,366.      155,698.      MT  (+/- 10 meters HH2 GPS)
 AG7753
 AG7753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5659901139(NAD 83)
 AG7753
 AG7753                          SUPERSEDED SURVEY CONTROL
 AG7753
 AG7753  NAVD 88 (06/15/91)    1.099  (m)            3.61   (f) SUPERSEDED  2 1
 AG7753
 AG7753.Superseded values are not recommended for survey control.
 AG7753
 AG7753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7753.See file dsdata.pdf to determine how the superseded data were derived.
 AG7753
 AG7753_MARKER: DJ = TIDAL STATION DISK
 AG7753_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7753_STAMPING: 5902 E 1977
 AG7753_MARK LOGO: NOS
 AG7753_PROJECTION: RECESSED 3 CENTIMETERS
 AG7753_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7753_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7753+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 AG7753
 AG7753  HISTORY     - Date     Condition        Report By
 AG7753  HISTORY     - 1977     MONUMENTED       NOS
 AG7753  HISTORY     - 1983     GOOD             FLDNR
 AG7753  HISTORY     - 20010713 GOOD             USPSQD
 AG7753  HISTORY     - 20080625 GOOD             FLDEP
 AG7753
 AG7753                          STATION DESCRIPTION
 AG7753
 AG7753'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7753'IN NOKOMIS.
 AG7753'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND COLONIAL LANE IN
 AG7753'NOKOMIS, GO EASTERLY ON COLONIAL LANE 0.35 MILE TO BUENA VISTA DRIVE,
 AG7753'THENCE NORTH AND WEST ON BUENA VISTA DRIVE 0.4 MILE TO CEIL DRIVE, GO
 AG7753'NORTH ON CEIL DRIVE 0.15 MILE TO CEIL COURT, THENCE NORTHWEST ON CEIL
 AG7753'COURT 0.05 MILE TO HOUSE NUMBER 437 AND THE MARK.  THE MARK IS LOCATED
 AG7753'IN A SMALL GRASSY CIRCLE WITH A PALM TREE AT THE END OF CEIL COURT.
 AG7753'THE MARK BEARS 125 FEET NORTH OF BENCH MARK 5902 F 1977, 26 FEET SOUTH
 AG7753'OF THE NORTHWEST END OF CEIL COURT, 49.2 FEET EAST OF POWER POLE
 AG7753'NUMBER 14-3, AND 42.7 FEET WEST OF POWER POLE NUMBER 14-7.  SET ON THE
 AG7753'TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AG7753
 AG7753                          STATION RECOVERY (2001)
 AG7753
 AG7753'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG7753'
 AG7753'POWER POLE REFERENCE NO. CHANGED TO 446.
 AG7753
 AG7753                          STATION RECOVERY (2008)
 AG7753
 AG7753'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7753'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AG7753'THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD 776 IN
 AG7753'SOUTH VENICE, GO NORTHWEST ON U.S. HIGHWAY 41 FOR 2.0 MI (3.2 KM) TO
 AG7753'THE JUNCTION OF U.S. HIGHWAY 41 BYPASS, CONTINUE NORTH ON U.S. HIGHWAY
 AG7753'41 BYPASS FOR 0.65 MI (1.0 KM) TO THE JUNCTION OF U.S. HIGHWAY 41
 AG7753'BUSINESS ROUTE ON THE LEFT, CONTINUE NORTHWEST ON U.S. HIGHWAY 41 FOR
 AG7753'0.55 MI (0.9 KM) TO THE JUNCTION OF COLONIA LANE ON THE RIGHT, TURN
 AG7753'RIGHT ON COLONIA LANE AND GO NORTHEAST FOR 0.3 MI (0.5 KM) TO THE
 AG7753'INTERSECTION OF OSCEOLA ROAD ON THE RIGHT AND BUENA VISTA DRIVE ON THE
 AG7753'LEFT, TURN LEFT ON BUENA VISTA DRIVE AND GO NORTH FOR 0.35 MI (0.6 KM)
 AG7753'TO THE JUNCTION OF CEIL DRIVE ON THE RIGHT, TURN RIGHT ON CEIL DRIVE
 AG7753'AND GO NORTH FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF CEIL COURT, TURN
 AG7753'LEFT ON CEIL COURT AND GO NORTH FOR 0.05 MI (0.1 KM) TO A DEAD END CUL
 AG7753'DE SAC AND THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7752 ***********************************************************************
 AG7752  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7752  DESIGNATION -  872 5902 F
 AG7752  PID         -  AG7752
 AG7752  STATE/COUNTY-  FL/SARASOTA
 AG7752  COUNTRY     -  US
 AG7752  USGS QUAD   -  LAUREL (2018)
 AG7752
 AG7752                         *CURRENT SURVEY CONTROL
 AG7752  ______________________________________________________________________
 AG7752* NAD 83(1986) POSITION- 27 07 29.8    (N) 082 26 48.7    (W)   HD_HELD2
 AG7752* NAVD 88 ORTHO HEIGHT -     1.009 (meters)        3.31  (feet) ADJUSTED
 AG7752  ______________________________________________________________________
 AG7752  GEOID HEIGHT    -        -24.035 (meters)                     GEOID18
 AG7752  DYNAMIC HEIGHT  -          1.008 (meters)        3.31  (feet) COMP
 AG7752  MODELED GRAVITY -    979,127.8   (mgal)                       NAVD 88
 AG7752
 AG7752  VERT ORDER      -  FIRST     CLASS II
 AG7752
 AG7752.The horizontal coordinates were established by autonomous hand held GPS
 AG7752.observations and have an estimated accuracy of +/- 10 meters.
 AG7752
 AG7752.The orthometric height was determined by differential leveling and
 AG7752.adjusted by the NATIONAL GEODETIC SURVEY
 AG7752.in June 1991.
 AG7752
 AG7752.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7752.GEOID18 height accuracy estimate available here.
 AG7752
 AG7752.This Tidal Bench Mark is designated as VM 6121
 AG7752.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7752
 AG7752.Click photographs - Photos may exist for this station.
 AG7752
 AG7752.The dynamic height is computed by dividing the NAVD 88
 AG7752.geopotential number by the normal gravity value computed on the
 AG7752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7752.degrees latitude (g = 980.6199 gals.).
 AG7752
 AG7752.The modeled gravity was interpolated from observed gravity values.
 AG7752
 AG7752;                    North         East    Units  Estimated Accuracy
 AG7752;SPC FL W     -   309,326.      155,698.      MT  (+/- 10 meters HH2 GPS)
 AG7752
 AG7752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5659901099(NAD 83)
 AG7752
 AG7752                          SUPERSEDED SURVEY CONTROL
 AG7752
 AG7752.No superseded survey control is available for this station.
 AG7752
 AG7752_MARKER: DB = BENCH MARK DISK
 AG7752_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7752_STAMPING: 5902 F 1977
 AG7752_MARK LOGO: NOS
 AG7752_PROJECTION: FLUSH
 AG7752_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7752_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7752_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7752+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2008
 AG7752
 AG7752  HISTORY     - Date     Condition        Report By
 AG7752  HISTORY     - 1977     MONUMENTED       NOS
 AG7752  HISTORY     - 1983     GOOD             FLDNR
 AG7752  HISTORY     - 20010713 GOOD             USPSQD
 AG7752  HISTORY     - 20080625 GOOD             FLDEP
 AG7752
 AG7752                          STATION DESCRIPTION
 AG7752
 AG7752'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7752'IN NOKOMIS.
 AG7752'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND COLONIAL LANE IN
 AG7752'NOKOMIS, GO EASTERLY ON COLONIAL LANE 0.35 MILE TO BUENA VISTA DRIVE,
 AG7752'THENCE NORTH AND WEST ON BUENA VISTA DRIVE 0.4 MILE TO CEIL DRIVE, GO
 AG7752'NORTH ON CEIL DRIVE 0.15 MILE TO CEIL COURT, THENCE NORTHWEST ON CEIL
 AG7752'COURT 0.05 MILE TO HOUSE NUMBER 437 AND THE MARK.  THE MARK BEARS 117
 AG7752'FEET EAST-SOUTHEAST OF BENCH MARK 5902 B 1977, 26 FEET WEST OF THE
 AG7752'CENTERLINE OF CEIL COURT, AND 2.3 FEET EAST OF POWER POLE NUMBER 14-1.
 AG7752'SET ON THE TOP OF A COPPER-CLAD STEEL ROD FLUSH WITH THE GROUND.
 AG7752
 AG7752                          STATION RECOVERY (2001)
 AG7752
 AG7752'RECOVERY NOTE BY US POWER SQUADRON 2001 (RH)
 AG7752'
 AG7752'POWER POLE REFERENCE NO. CHANGED TO 433.
 AG7752
 AG7752                          STATION RECOVERY (2008)
 AG7752
 AG7752'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7752'RECOVERED IN GOOD CONDITION WITH A NEW TO REACH AS FOLLOWS, TO REACH
 AG7752'THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE ROAD 776 IN
 AG7752'SOUTH VENICE, GO NORTHWEST ON U.S. HIGHWAY 41 FOR 2.0 MI (3.2 KM) TO
 AG7752'THE JUNCTION OF U.S. HIGHWAY 41 BYPASS, CONTINUE NORTH ON U.S. HIGHWAY
 AG7752'41 BYPASS FOR 0.65 MI (1.0 KM) TO THE JUNCTION OF U.S. HIGHWAY 41
 AG7752'BUSINESS ROUTE ON THE LEFT, CONTINUE NORTHWEST ON U.S. HIGHWAY 41 FOR
 AG7752'0.55 MI (0.9 KM) TO THE JUNCTION OF COLONIA LANE ON THE RIGHT, TURN
 AG7752'RIGHT ON COLONIA LANE AND GO NORTHEAST FOR 0.3 MI (0.5 KM) TO THE
 AG7752'INTERSECTION OF OSCEOLA ROAD ON THE RIGHT AND BUENA VISTA DRIVE ON THE
 AG7752'LEFT, TURN LEFT ON BUENA VISTA DRIVE AND GO NORTH FOR 0.35 MI (0.6 KM)
 AG7752'TO THE JUNCTION OF CEIL DRIVE ON THE RIGHT, TURN RIGHT ON CEIL DRIVE
 AG7752'AND GO NORTH FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF CEIL COURT, TURN
 AG7752'LEFT ON CEIL COURT AND GO NORTH FOR 0.05 MI (0.1 KM) TO A DEAD END CUL
 AG7752'DE SAC AND THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7747 ***********************************************************************
 AG7747  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7747  DESIGNATION -  872 5916 A
 AG7747  PID         -  AG7747
 AG7747  STATE/COUNTY-  FL/SARASOTA
 AG7747  COUNTRY     -  US
 AG7747  USGS QUAD   -  LAUREL (2018)
 AG7747
 AG7747                         *CURRENT SURVEY CONTROL
 AG7747  ______________________________________________________________________
 AG7747* NAD 83(1986) POSITION- 27 09 43.4    (N) 082 29 14.2    (W)   HD_HELD2
 AG7747* NAVD 88 ORTHO HEIGHT -     1.034 (meters)        3.39  (feet) ADJUSTED
 AG7747  ______________________________________________________________________
 AG7747  GEOID HEIGHT    -        -24.089 (meters)                     GEOID18
 AG7747  DYNAMIC HEIGHT  -          1.033 (meters)        3.39  (feet) COMP
 AG7747  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 AG7747
 AG7747  VERT ORDER      -  SECOND    CLASS I
 AG7747
 AG7747.The horizontal coordinates were established by autonomous hand held GPS
 AG7747.observations and have an estimated accuracy of +/- 10 meters.
 AG7747
 AG7747.The orthometric height was determined by differential leveling and
 AG7747.adjusted by the NATIONAL GEODETIC SURVEY
 AG7747.in July 2009.
 AG7747
 AG7747.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7747.GEOID18 height accuracy estimate available here.
 AG7747
 AG7747.This Tidal Bench Mark is designated as VM 6102
 AG7747.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7747
 AG7747.Click photographs - Photos may exist for this station.
 AG7747
 AG7747.The dynamic height is computed by dividing the NAVD 88
 AG7747.geopotential number by the normal gravity value computed on the
 AG7747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7747.degrees latitude (g = 980.6199 gals.).
 AG7747
 AG7747.The modeled gravity was interpolated from observed gravity values.
 AG7747
 AG7747;                    North         East    Units  Estimated Accuracy
 AG7747;SPC FL W     -   313,453.      151,707.      MT  (+/- 10 meters HH2 GPS)
 AG7747
 AG7747_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5264105257(NAD 83)
 AG7747
 AG7747                          SUPERSEDED SURVEY CONTROL
 AG7747
 AG7747  NAVD 88 (06/15/91)    1.036  (m)            3.40   (f) SUPERSEDED  2 1
 AG7747
 AG7747.Superseded values are not recommended for survey control.
 AG7747
 AG7747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7747.See file dsdata.pdf to determine how the superseded data were derived.
 AG7747
 AG7747_MARKER: DB = BENCH MARK DISK
 AG7747_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7747_SP_SET: SEAWALL CURB
 AG7747_STAMPING: 5916 A 1977
 AG7747_MARK LOGO: NOS
 AG7747_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7747_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7747_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7747+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2009
 AG7747
 AG7747  HISTORY     - Date     Condition        Report By
 AG7747  HISTORY     - 1977     MONUMENTED       NOS
 AG7747  HISTORY     - 1983     GOOD             FLDNR
 AG7747  HISTORY     - 20071023 GOOD             FLDEP
 AG7747  HISTORY     - 20080625 GOOD             FLDEP
 AG7747  HISTORY     - 20090324 GOOD             GEOCAC
 AG7747
 AG7747                          STATION DESCRIPTION
 AG7747
 AG7747'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7747'5.7 MI NW FROM LAUREL.
 AG7747'BEGIN AT THE INTERSECTION OF LAUREL STREET AND U.S. HIGHWAY 41 IN
 AG7747'LAUREL, GO 3.3 MILES NORTH ON U.S. 41 TO THE JUNCTION OF BLACKBURN
 AG7747'POINT ROAD, GO 0.9 MILE WEST ON BLACKBURN POINT ROAD TO ITS JUNCTION
 AG7747'WITH CASEY KEY ROAD, GO 1.5 MILES SOUTH ON CASEY KEY ROAD TO THE MARK.
 AG7747'THE MARK BEARS 46 FEET EAST OF THE CENTERLINE OF THE ROAD, 1.5 FEET
 AG7747'SOUTH OF THE NORTH END OF THE SEAWALL, AND 46.4 FEET NORTH OF A WOODEN
 AG7747'BOAT DOCK.
 AG7747
 AG7747                          STATION RECOVERY (2007)
 AG7747
 AG7747'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7747'RECOVERED AS DESCRIBED.
 AG7747
 AG7747                          STATION RECOVERY (2008)
 AG7747
 AG7747'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7747'RECOVERED AS DESCRIBED.
 AG7747
 AG7747                          STATION RECOVERY (2009)
 AG7747
 AG7747'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7747'RECOVERED IN GOOD CONDITION, IN HEAVY BRUSH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7748 ***********************************************************************
 AG7748  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7748  DESIGNATION -  872 5916 B
 AG7748  PID         -  AG7748
 AG7748  STATE/COUNTY-  FL/SARASOTA
 AG7748  COUNTRY     -  US
 AG7748  USGS QUAD   -  LAUREL (2018)
 AG7748
 AG7748                         *CURRENT SURVEY CONTROL
 AG7748  ______________________________________________________________________
 AG7748* NAD 83(1986) POSITION- 27 09 42.2    (N) 082 29 13.6    (W)   HD_HELD2
 AG7748* NAVD 88 ORTHO HEIGHT -     1.076 (meters)        3.53  (feet) ADJUSTED
 AG7748  ______________________________________________________________________
 AG7748  GEOID HEIGHT    -        -24.089 (meters)                     GEOID18
 AG7748  DYNAMIC HEIGHT  -          1.075 (meters)        3.53  (feet) COMP
 AG7748  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 AG7748
 AG7748  VERT ORDER      -  SECOND    CLASS I
 AG7748
 AG7748.The horizontal coordinates were established by autonomous hand held GPS
 AG7748.observations and have an estimated accuracy of +/- 10 meters.
 AG7748
 AG7748.The orthometric height was determined by differential leveling and
 AG7748.adjusted by the NATIONAL GEODETIC SURVEY
 AG7748.in July 2009.
 AG7748
 AG7748.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7748.GEOID18 height accuracy estimate available here.
 AG7748
 AG7748.This Tidal Bench Mark is designated as VM 6103
 AG7748.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7748
 AG7748.Click photographs - Photos may exist for this station.
 AG7748
 AG7748.The dynamic height is computed by dividing the NAVD 88
 AG7748.geopotential number by the normal gravity value computed on the
 AG7748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7748.degrees latitude (g = 980.6199 gals.).
 AG7748
 AG7748.The modeled gravity was interpolated from observed gravity values.
 AG7748
 AG7748;                    North         East    Units  Estimated Accuracy
 AG7748;SPC FL W     -   313,416.      151,724.      MT  (+/- 10 meters HH2 GPS)
 AG7748
 AG7748_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5265705220(NAD 83)
 AG7748
 AG7748                          SUPERSEDED SURVEY CONTROL
 AG7748
 AG7748  NAVD 88 (06/15/91)    1.073  (m)            3.52   (f) SUPERSEDED  2 1
 AG7748
 AG7748.Superseded values are not recommended for survey control.
 AG7748
 AG7748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7748.See file dsdata.pdf to determine how the superseded data were derived.
 AG7748
 AG7748_MARKER: DB = BENCH MARK DISK
 AG7748_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7748_SP_SET: SEAWALL
 AG7748_STAMPING: 5916 B 1977
 AG7748_MARK LOGO: NOS
 AG7748_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7748+STABILITY: SURFACE MOTION
 AG7748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7748+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2012
 AG7748
 AG7748  HISTORY     - Date     Condition        Report By
 AG7748  HISTORY     - 1977     MONUMENTED       NOS
 AG7748  HISTORY     - 1983     GOOD             FLDNR
 AG7748  HISTORY     - 20071023 GOOD             FLDEP
 AG7748  HISTORY     - 20080625 GOOD             FLDEP
 AG7748  HISTORY     - 20090324 GOOD             GEOCAC
 AG7748  HISTORY     - 20120918 GOOD             GEOCAC
 AG7748
 AG7748                          STATION DESCRIPTION
 AG7748
 AG7748'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7748'5.7 MI NW FROM LAUREL.
 AG7748'BEGIN AT THE INTERSECTION OF LAUREL STREET AND U.S. HIGHWAY 41 IN
 AG7748'LAUREL, GO 3.3 MILES NORTH ON U.S. 41 TO THE JUNCTION OF BLACKBURN
 AG7748'POINT ROAD, GO 0.9 MILE WEST ON BLACKBURN POINT ROAD TO ITS JUNCTION
 AG7748'WITH CASEY KEY ROAD, GO 1.5 MILES SOUTH ON CASEY KEY ROAD TO THE MARK.
 AG7748'THE MARK BEARS 34 FEET EAST OF THE CENTERLINE OF THE ROAD, 28.4 FEET
 AG7748'SOUTH OF A WOODEN BOAT DOCK, AND 81.5 FEET SOUTH OF THE NORTH END OF
 AG7748'THE SEAWALL.
 AG7748
 AG7748                          STATION RECOVERY (2007)
 AG7748
 AG7748'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7748'RECOVERED AS DESCRIBED.
 AG7748
 AG7748                          STATION RECOVERY (2008)
 AG7748
 AG7748'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7748'RECOVERED AS DESCRIBED.
 AG7748
 AG7748                          STATION RECOVERY (2009)
 AG7748
 AG7748'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7748'RECOVERED IN GOOD CONDITION.
 AG7748
 AG7748                          STATION RECOVERY (2012)
 AG7748
 AG7748'RECOVERY NOTE BY GEOCACHING 2012 (DEB)
 AG7748'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7749 ***********************************************************************
 AG7749  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7749  DESIGNATION -  872 5916 C
 AG7749  PID         -  AG7749
 AG7749  STATE/COUNTY-  FL/SARASOTA
 AG7749  COUNTRY     -  US
 AG7749  USGS QUAD   -  LAUREL (2018)
 AG7749
 AG7749                         *CURRENT SURVEY CONTROL
 AG7749  ______________________________________________________________________
 AG7749* NAD 83(1986) POSITION- 27 09 42.03   (N) 082 29 13.39   (W)   HD_HELD1
 AG7749* NAVD 88 ORTHO HEIGHT -     1.077 (meters)        3.53  (feet) ADJUSTED
 AG7749  ______________________________________________________________________
 AG7749  GEOID HEIGHT    -        -24.089 (meters)                     GEOID18
 AG7749  DYNAMIC HEIGHT  -          1.075 (meters)        3.53  (feet) COMP
 AG7749  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 AG7749
 AG7749  VERT ORDER      -  SECOND    CLASS I
 AG7749
 AG7749.The horizontal coordinates were determined by differentially corrected
 AG7749.hand held GPS observations or other comparable positioning techniques
 AG7749.and have an estimated accuracy of +/- 3 meters.
 AG7749
 AG7749.The orthometric height was determined by differential leveling and
 AG7749.adjusted by the NATIONAL GEODETIC SURVEY
 AG7749.in June 1991.
 AG7749
 AG7749.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7749.GEOID18 height accuracy estimate available here.
 AG7749
 AG7749.This Tidal Bench Mark is designated as VM 6104
 AG7749.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7749
 AG7749.Click photographs - Photos may exist for this station.
 AG7749
 AG7749.The dynamic height is computed by dividing the NAVD 88
 AG7749.geopotential number by the normal gravity value computed on the
 AG7749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7749.degrees latitude (g = 980.6199 gals.).
 AG7749
 AG7749.The modeled gravity was interpolated from observed gravity values.
 AG7749
 AG7749;                    North         East    Units  Estimated Accuracy
 AG7749;SPC FL W     -   313,411.0     151,729.5     MT  (+/- 3 meters HH1 GPS) 
 AG7749
 AG7749_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5266305215(NAD 83)
 AG7749
 AG7749                          SUPERSEDED SURVEY CONTROL
 AG7749
 AG7749.No superseded survey control is available for this station.
 AG7749
 AG7749_MARKER: DB = BENCH MARK DISK
 AG7749_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7749_SP_SET: SEAWALL
 AG7749_STAMPING: 5916 C 1977
 AG7749_MARK LOGO: NOS
 AG7749_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7749+STABILITY: SURFACE MOTION
 AG7749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7749+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2014
 AG7749
 AG7749  HISTORY     - Date     Condition        Report By
 AG7749  HISTORY     - 1977     MONUMENTED       NOS
 AG7749  HISTORY     - 1983     GOOD             FLDNR
 AG7749  HISTORY     - 20071023 GOOD             FLDEP
 AG7749  HISTORY     - 20080625 GOOD             FLDEP
 AG7749  HISTORY     - 20090324 GOOD             GEOCAC
 AG7749  HISTORY     - 20140920 GOOD             GEOCAC
 AG7749
 AG7749                          STATION DESCRIPTION
 AG7749
 AG7749'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7749'5.7 MI NW FROM LAUREL.
 AG7749'BEGIN AT THE INTERSECTION OF LAUREL STREET AND U.S. HIGHWAY 41 IN
 AG7749'LAUREL, GO 3.3 MILES NORTH ON U.S. 41 TO THE JUNCTION OF BLACKBURN
 AG7749'POINT ROAD, GO 0.9 MILE WEST ON BLACKBURN POINT ROAD TO ITS JUNCTION
 AG7749'WITH CASEY KEY ROAD, GO 1.5 MILES SOUTH ON CASEY KEY ROAD TO THE MARK.
 AG7749'THE MARK BEARS 37 FEET EAST OF THE CENTERLINE OF THE ROAD, 154.5 FEET
 AG7749'SOUTH OF THE NORTH END OF THE SEAWALL, AND IS ACROSS THE ROAD FROM THE
 AG7749'DRIVEWAY TO HOUSE 2613.
 AG7749
 AG7749                          STATION RECOVERY (2007)
 AG7749
 AG7749'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7749'RECOVERED AS DESCRIBED.
 AG7749
 AG7749                          STATION RECOVERY (2008)
 AG7749
 AG7749'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7749'RECOVERED AS DESCRIBED.
 AG7749
 AG7749                          STATION RECOVERY (2009)
 AG7749
 AG7749'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7749'RECOVERED IN GOOD CONDITION.
 AG7749
 AG7749                          STATION RECOVERY (2014)
 AG7749
 AG7749'RECOVERY NOTE BY GEOCACHING 2014 (DEB)
 AG7749'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7750 ***********************************************************************
 AG7750  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7750  DESIGNATION -  872 5916 D
 AG7750  PID         -  AG7750
 AG7750  STATE/COUNTY-  FL/SARASOTA
 AG7750  COUNTRY     -  US
 AG7750  USGS QUAD   -  LAUREL (2018)
 AG7750
 AG7750                         *CURRENT SURVEY CONTROL
 AG7750  ______________________________________________________________________
 AG7750* NAD 83(1986) POSITION- 27 09 41.00   (N) 082 29 12.98   (W)   HD_HELD1
 AG7750* NAVD 88 ORTHO HEIGHT -     1.084 (meters)        3.56  (feet) ADJUSTED
 AG7750  ______________________________________________________________________
 AG7750  GEOID HEIGHT    -        -24.088 (meters)                     GEOID18
 AG7750  DYNAMIC HEIGHT  -          1.082 (meters)        3.55  (feet) COMP
 AG7750  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 AG7750
 AG7750  VERT ORDER      -  SECOND    CLASS I
 AG7750
 AG7750.The horizontal coordinates were determined by differentially corrected
 AG7750.hand held GPS observations or other comparable positioning techniques
 AG7750.and have an estimated accuracy of +/- 3 meters.
 AG7750
 AG7750.The orthometric height was determined by differential leveling and
 AG7750.adjusted by the NATIONAL GEODETIC SURVEY
 AG7750.in June 1991.
 AG7750
 AG7750.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7750.GEOID18 height accuracy estimate available here.
 AG7750
 AG7750.This Tidal Bench Mark is designated as VM 6105
 AG7750.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7750
 AG7750.Click photographs - Photos may exist for this station.
 AG7750
 AG7750.The dynamic height is computed by dividing the NAVD 88
 AG7750.geopotential number by the normal gravity value computed on the
 AG7750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7750.degrees latitude (g = 980.6199 gals.).
 AG7750
 AG7750.The modeled gravity was interpolated from observed gravity values.
 AG7750
 AG7750;                    North         East    Units  Estimated Accuracy
 AG7750;SPC FL W     -   313,379.3     151,740.6     MT  (+/- 3 meters HH1 GPS) 
 AG7750
 AG7750_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5267405183(NAD 83)
 AG7750
 AG7750                          SUPERSEDED SURVEY CONTROL
 AG7750
 AG7750.No superseded survey control is available for this station.
 AG7750
 AG7750_MARKER: DB = BENCH MARK DISK
 AG7750_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7750_SP_SET: SEAWALL
 AG7750_STAMPING: 5916 D 1977
 AG7750_MARK LOGO: NOS
 AG7750_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7750+STABILITY: SURFACE MOTION
 AG7750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7750+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2014
 AG7750
 AG7750  HISTORY     - Date     Condition        Report By
 AG7750  HISTORY     - 1977     MONUMENTED       NOS
 AG7750  HISTORY     - 1983     GOOD             FLDNR
 AG7750  HISTORY     - 20071023 GOOD             FLDEP
 AG7750  HISTORY     - 20080625 GOOD             FLDEP
 AG7750  HISTORY     - 20090324 GOOD             GEOCAC
 AG7750  HISTORY     - 20140920 GOOD             GEOCAC
 AG7750
 AG7750                          STATION DESCRIPTION
 AG7750
 AG7750'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7750'5.7 MI NW FROM LAUREL.
 AG7750'BEGIN AT THE INTERSECTION OF LAUREL STREET AND U.S. HIGHWAY 41 IN
 AG7750'LAUREL, GO 3.3 MILES NORTH ON U.S. 41 TO THE JUNCTION OF BLACKBURN
 AG7750'POINT ROAD, GO 0.9 MILE WEST ON BLACKBURN POINT ROAD TO ITS JUNCTION
 AG7750'WITH CASEY KEY ROAD, GO 1.5 MILES SOUTH ON CASEY KEY ROAD TO THE MARK.
 AG7750'THE MARK BEARS 37 FEET EAST OF THE CENTERLINE OF THE ROAD, 266 FEET
 AG7750'SOUTH OF THE NORTH END OF THE SEAWALL, AND IS ACROSS THE ROAD FROM
 AG7750'HOUSE 2613.
 AG7750
 AG7750                          STATION RECOVERY (2007)
 AG7750
 AG7750'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7750'RECOVERED AS DESCRIBED.
 AG7750
 AG7750                          STATION RECOVERY (2008)
 AG7750
 AG7750'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7750'RECOVERED AS DESCRIBED.
 AG7750
 AG7750                          STATION RECOVERY (2009)
 AG7750
 AG7750'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7750'RECOVERED IN GOOD CONDITION.
 AG7750
 AG7750                          STATION RECOVERY (2014)
 AG7750
 AG7750'RECOVERY NOTE BY GEOCACHING 2014 (DEB)
 AG7750'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7751 ***********************************************************************
 AG7751  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7751  DESIGNATION -  872 5916 E
 AG7751  PID         -  AG7751
 AG7751  STATE/COUNTY-  FL/SARASOTA
 AG7751  COUNTRY     -  US
 AG7751  USGS QUAD   -  LAUREL (2018)
 AG7751
 AG7751                         *CURRENT SURVEY CONTROL
 AG7751  ______________________________________________________________________
 AG7751* NAD 83(1986) POSITION- 27 09 39.8    (N) 082 29 12.0    (W)   HD_HELD2
 AG7751* NAVD 88 ORTHO HEIGHT -     1.109 (meters)        3.64  (feet) ADJUSTED
 AG7751  ______________________________________________________________________
 AG7751  GEOID HEIGHT    -        -24.088 (meters)                     GEOID18
 AG7751  DYNAMIC HEIGHT  -          1.107 (meters)        3.63  (feet) COMP
 AG7751  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 AG7751
 AG7751  VERT ORDER      -  SECOND    CLASS I
 AG7751
 AG7751.The horizontal coordinates were established by autonomous hand held GPS
 AG7751.observations and have an estimated accuracy of +/- 10 meters.
 AG7751
 AG7751.The orthometric height was determined by differential leveling and
 AG7751.adjusted by the NATIONAL GEODETIC SURVEY
 AG7751.in June 1991.
 AG7751
 AG7751.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7751.GEOID18 height accuracy estimate available here.
 AG7751
 AG7751.This Tidal Bench Mark is designated as VM 6106
 AG7751.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7751
 AG7751.Click photographs - Photos may exist for this station.
 AG7751
 AG7751.The dynamic height is computed by dividing the NAVD 88
 AG7751.geopotential number by the normal gravity value computed on the
 AG7751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7751.degrees latitude (g = 980.6199 gals.).
 AG7751
 AG7751.The modeled gravity was interpolated from observed gravity values.
 AG7751
 AG7751;                    North         East    Units  Estimated Accuracy
 AG7751;SPC FL W     -   313,342.      151,767.      MT  (+/- 10 meters HH2 GPS)
 AG7751
 AG7751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5270105146(NAD 83)
 AG7751
 AG7751                          SUPERSEDED SURVEY CONTROL
 AG7751
 AG7751.No superseded survey control is available for this station.
 AG7751
 AG7751_MARKER: DB = BENCH MARK DISK
 AG7751_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7751_SP_SET: SEAWALL
 AG7751_STAMPING: 5916 E 1977
 AG7751_MARK LOGO: NOS
 AG7751_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7751+STABILITY: SURFACE MOTION
 AG7751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7751+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2014
 AG7751
 AG7751  HISTORY     - Date     Condition        Report By
 AG7751  HISTORY     - 1977     MONUMENTED       NOS
 AG7751  HISTORY     - 1983     GOOD             FLDNR
 AG7751  HISTORY     - 20071023 GOOD             FLDEP
 AG7751  HISTORY     - 20080625 GOOD             FLDEP
 AG7751  HISTORY     - 20090324 GOOD             GEOCAC
 AG7751  HISTORY     - 20140920 GOOD             GEOCAC
 AG7751
 AG7751                          STATION DESCRIPTION
 AG7751
 AG7751'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7751'5.7 MI NW FROM LAUREL.
 AG7751'BEGIN AT THE INTERSECTION OF LAUREL STREET AND U.S. HIGHWAY 41 IN
 AG7751'LAUREL, GO 3.3 MILES NORTH ON U.S. 41 TO THE JUNCTION OF BLACKBURN
 AG7751'POINT ROAD, GO 0.9 MILE WEST ON BLACKBURN POINT ROAD TO ITS JUNCTION
 AG7751'WITH CASEY KEY ROAD, GO 1.5 MILES SOUTH ON CASEY KEY ROAD TO THE MARK.
 AG7751'THE MARK BEARS 41 FEET EAST OF THE CENTERLINE OF THE ROAD, AND 421
 AG7751'FEET SOUTH OF THE NORTH END OF THE SEAWALL.
 AG7751
 AG7751                          STATION RECOVERY (2007)
 AG7751
 AG7751'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7751'RECOVERED AS DESCRIBED.
 AG7751
 AG7751                          STATION RECOVERY (2008)
 AG7751
 AG7751'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7751'RECOVERED AS DESCRIBED.
 AG7751
 AG7751                          STATION RECOVERY (2009)
 AG7751
 AG7751'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7751'RECOVERED IN GOOD CONDITION.
 AG7751
 AG7751                          STATION RECOVERY (2014)
 AG7751
 AG7751'RECOVERY NOTE BY GEOCACHING 2014 (DEB)
 AG7751'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9214 ***********************************************************************
 DR9214  DESIGNATION -  872 5917 A
 DR9214  PID         -  DR9214
 DR9214  STATE/COUNTY-  FL/SARASOTA
 DR9214  COUNTRY     -  US
 DR9214  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DR9214
 DR9214                         *CURRENT SURVEY CONTROL
 DR9214  ______________________________________________________________________
 DR9214* NAD 83(1986) POSITION- 27 08 15.53   (N) 082 21 36.99   (W)   HD_HELD1
 DR9214* NAVD 88 ORTHO HEIGHT -     0.911 (meters)        2.99  (feet) ADJUSTED
 DR9214  ______________________________________________________________________
 DR9214  GEOID HEIGHT    -        -24.070 (meters)                     GEOID18
 DR9214  DYNAMIC HEIGHT  -          0.909 (meters)        2.98  (feet) COMP
 DR9214  MODELED GRAVITY -    979,130.1   (mgal)                       NAVD 88
 DR9214
 DR9214  VERT ORDER      -  SECOND    CLASS I
 DR9214
 DR9214.The horizontal coordinates were determined by differentially corrected
 DR9214.hand held GPS observations or other comparable positioning techniques
 DR9214.and have an estimated accuracy of +/- 3 meters.
 DR9214
 DR9214.The orthometric height was determined by differential leveling and
 DR9214.adjusted by the NATIONAL GEODETIC SURVEY
 DR9214.in December 2023.
 DR9214
 DR9214.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9214.GEOID18 height accuracy estimate available here.
 DR9214
 DR9214.Click photographs - Photos may exist for this station.
 DR9214
 DR9214.The dynamic height is computed by dividing the NAVD 88
 DR9214.geopotential number by the normal gravity value computed on the
 DR9214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9214.degrees latitude (g = 980.6199 gals.).
 DR9214
 DR9214.The modeled gravity was interpolated from observed gravity values.
 DR9214
 DR9214;                    North         East    Units  Estimated Accuracy
 DR9214;SPC FL W     -   310,706.3     164,286.5     MT  (+/- 3 meters HH1 GPS) 
 DR9214
 DR9214_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6519702411(NAD 83)
 DR9214
 DR9214                          SUPERSEDED SURVEY CONTROL
 DR9214
 DR9214.No superseded survey control is available for this station.
 DR9214
 DR9214_MARKER: F = FLANGE-ENCASED ROD
 DR9214_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9214_STAMPING: 5917 A 2023
 DR9214_MARK LOGO: FLDEP
 DR9214_PROJECTION: RECESSED 9 CENTIMETERS
 DR9214_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9214+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2023
 DR9214_ROD/PIPE-DEPTH: 10.2 meters
 DR9214
 DR9214  HISTORY     - Date     Condition        Report By
 DR9214  HISTORY     - 20230401 MONUMENTED       FLDEP
 DR9214
 DR9214                          STATION DESCRIPTION
 DR9214
 DR9214'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9214'THE MARK IS ABOUT 12.1 MI (19.5 KM) NORTH OF ENGLEWOOD, 6.2 MI (10.0
 DR9214'KM) EAST-NORTHEAST OF VENICE AND 5.6 MI (9.0 KM) EAST OF LAUREL.  IN
 DR9214'SECTION 25, TOWNSHIP 38 SOUTH, RANGE 19 EAST.
 DR9214'
 DR9214'TO REACH OF FROM THE OVERPASS OF THE INTERSECTION OF INTERSTATE 75 AND
 DR9214'COUNTY ROAD 762 (LAUREL ROAD) IN VENICE, GO EAST ON WEST ON COUNTY
 DR9214'ROAD 762 (LAUREL ROAD) FOR 2.85 MI (4.59 KM) TO U.S. MAIL ADDRESS 7501
 DR9214'COUNTY ROAD 762 (LAUREL ROAD) ON THE LEFT AND THE ENTRANCE TO MYAKA
 DR9214'RIVER PARK ON THE LEFT, VEER LEFT PASSING THROUGH THE PARK GATE
 DR9214'ENTRANCE AND GO NORTHEAST INTO THE PAVED PARKING LOT TO THE ENTRANCE
 DR9214'OF A PAVED BIKE TRAIL.  CONTINUE NORTHEASTERLY NOW BY HIKING ON THE
 DR9214'BIKE TRAIL FOR 0.2 MI (0.3 KM) TO A CIRCULAR SECTION OF THE BIKE TRAIL
 DR9214'AND THE MARK ON THE LEFT.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT
 DR9214'A DEPTH OF 33.5 FT (10.2 M), RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF
 DR9214'THE GROUND AND 0.5 FT (15 CM) BELOW THE BIKE TRAIL.  THE DATUM POINT
 DR9214'IS RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF THE FLDEP LOGO CAP.
 DR9214'
 DR9214'LOCATED 131.7 FT (40.1 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A 20X20
 DR9214'FT (6.1 M) CONCRETE SLAB SUPPORTING A COVERED PICNIC SHELTER, 85.5 FT
 DR9214'(26.1 M) SOUTH OF THE APPROXIMATE CENTERLINE OF A BIKE TRAIL, 29.4 FT
 DR9214'(9.0 M) NORTHEAST OF A 2.0 FT (0.6 M) IN DIAMETER OAK TREE, 21.5 FT
 DR9214'(6.6 M) WEST OF THE NORTHERNMOST OF 2 CABBAGE PALM TREES AND 1.7 FT
 DR9214'(0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DR9214'
 DR9214'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DR9214'LOGO CAP.
 DR9214'
 DR9214'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9213 ***********************************************************************
 DR9213  DESIGNATION -  872 5917 B
 DR9213  PID         -  DR9213
 DR9213  STATE/COUNTY-  FL/SARASOTA
 DR9213  COUNTRY     -  US
 DR9213  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DR9213
 DR9213                         *CURRENT SURVEY CONTROL
 DR9213  ______________________________________________________________________
 DR9213* NAD 83(1986) POSITION- 27 08 14.27   (N) 082 21 45.12   (W)   HD_HELD1
 DR9213* NAVD 88 ORTHO HEIGHT -     2.969 (meters)        9.74  (feet) ADJUSTED
 DR9213  ______________________________________________________________________
 DR9213  GEOID HEIGHT    -        -24.068 (meters)                     GEOID18
 DR9213  DYNAMIC HEIGHT  -          2.965 (meters)        9.73  (feet) COMP
 DR9213  MODELED GRAVITY -    979,130.0   (mgal)                       NAVD 88
 DR9213
 DR9213  VERT ORDER      -  SECOND    CLASS I
 DR9213
 DR9213.The horizontal coordinates were determined by differentially corrected
 DR9213.hand held GPS observations or other comparable positioning techniques
 DR9213.and have an estimated accuracy of +/- 3 meters.
 DR9213
 DR9213.The orthometric height was determined by differential leveling and
 DR9213.adjusted by the NATIONAL GEODETIC SURVEY
 DR9213.in December 2023.
 DR9213
 DR9213.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9213.GEOID18 height accuracy estimate available here.
 DR9213
 DR9213.Click photographs - Photos may exist for this station.
 DR9213
 DR9213.The dynamic height is computed by dividing the NAVD 88
 DR9213.geopotential number by the normal gravity value computed on the
 DR9213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9213.degrees latitude (g = 980.6199 gals.).
 DR9213
 DR9213.The modeled gravity was interpolated from observed gravity values.
 DR9213
 DR9213;                    North         East    Units  Estimated Accuracy
 DR9213;SPC FL W     -   310,668.2     164,062.6     MT  (+/- 3 meters HH1 GPS) 
 DR9213
 DR9213_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6497302374(NAD 83)
 DR9213
 DR9213                          SUPERSEDED SURVEY CONTROL
 DR9213
 DR9213.No superseded survey control is available for this station.
 DR9213
 DR9213_MARKER: F = FLANGE-ENCASED ROD
 DR9213_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9213_STAMPING: 5917 B 2023
 DR9213_MARK LOGO: FLDEP
 DR9213_PROJECTION: RECESSED 3 CENTIMETERS
 DR9213_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9213_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9213+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2023
 DR9213_ROD/PIPE-DEPTH: 13.0 meters
 DR9213
 DR9213  HISTORY     - Date     Condition        Report By
 DR9213  HISTORY     - 20230401 MONUMENTED       FLDEP
 DR9213
 DR9213                          STATION DESCRIPTION
 DR9213
 DR9213'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9213'THE MARK IS ABOUT 12.1 MI (19.5 KM) NORTH OF ENGLEWOOD, 6.2 MI (10.0
 DR9213'KM) EAST-NORTHEAST OF VENICE AND 5.6 MI (9.0 KM) EAST OF LAUREL.  IN
 DR9213'SECTION 25, TOWNSHIP 38 SOUTH, RANGE 19 EAST.
 DR9213'
 DR9213'TO REACH OF FROM THE OVERPASS OF THE INTERSECTION OF INTERSTATE 75 AND
 DR9213'COUNTY ROAD 762 (LAUREL ROAD) IN VENICE, GO EAST ON WEST ON COUNTY
 DR9213'ROAD 762 (LAUREL ROAD) FOR 2.85 MI (4.59 KM) TO U.S. MAIL ADDRESS 7501
 DR9213'COUNTY ROAD 762 (LAUREL ROAD) ON THE LEFT, THE ENTRANCE TO VENICE
 DR9213'MYAKA RIVER PARK ON THE LEFT AND THE MARK ON THE LEFT.  A STAINLESS
 DR9213'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 42.7 FT (13.0 M), RECESSED
 DR9213'0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND LEVEL WITH COUNTY ROAD
 DR9213'762 (LAUREL ROAD).  THE DATUM POINT IS RECESSED 0.5 FT (15 CM) BELOW
 DR9213'THE LEVEL OF THE FLDEP LOGO CAP.
 DR9213'
 DR9213'LOCATED 56.2 FT (17.1 M) NORTHWEST OF THE NORTHEAST CORNER OF THE EAST
 DR9213'END OF A CONCRETE SIDEWALK, 52.7 FT (16.1 M) WEST-NORTHWEST OF THE
 DR9213'APPROXIMATE CENTERLINE OF A 6 FT (1.8 M) TALL ALUMINUM CHAIN LINK GATE
 DR9213'ENTRANCE TO VENICE MYAKA RIVER PARK, 26.8 FT (8.2 M) NORTH OF THE
 DR9213'APPROXIMATE CENTERLINE OF COUNTY ROAD 762 (LAUREL ROAD) AND 25.0 FT
 DR9213'(7.6 M) SOUTH-SOUTHEAST OF A YELLOW FIRE HYDRANT.
 DR9213'
 DR9213'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DR9213'LOGO CAP.
 DR9213'
 DR9213'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9216 ***********************************************************************
 DR9216  DESIGNATION -  872 5917 C
 DR9216  PID         -  DR9216
 DR9216  STATE/COUNTY-  FL/SARASOTA
 DR9216  COUNTRY     -  US
 DR9216  USGS QUAD   -  LOWER MYAKKA LAKE (2018)
 DR9216
 DR9216                         *CURRENT SURVEY CONTROL
 DR9216  ______________________________________________________________________
 DR9216* NAD 83(1986) POSITION- 27 07 41.54   (N) 082 21 35.26   (W)   HD_HELD1
 DR9216* NAVD 88 ORTHO HEIGHT -     3.399 (meters)       11.15  (feet) ADJUSTED
 DR9216  ______________________________________________________________________
 DR9216  GEOID HEIGHT    -        -24.049 (meters)                     GEOID18
 DR9216  DYNAMIC HEIGHT  -          3.394 (meters)       11.14  (feet) COMP
 DR9216  MODELED GRAVITY -    979,130.6   (mgal)                       NAVD 88
 DR9216
 DR9216  VERT ORDER      -  SECOND    CLASS I
 DR9216
 DR9216.The horizontal coordinates were determined by differentially corrected
 DR9216.hand held GPS observations or other comparable positioning techniques
 DR9216.and have an estimated accuracy of +/- 3 meters.
 DR9216
 DR9216.The orthometric height was determined by differential leveling and
 DR9216.adjusted by the NATIONAL GEODETIC SURVEY
 DR9216.in December 2023.
 DR9216
 DR9216.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9216.GEOID18 height accuracy estimate available here.
 DR9216
 DR9216.Click photographs - Photos may exist for this station.
 DR9216
 DR9216.The dynamic height is computed by dividing the NAVD 88
 DR9216.geopotential number by the normal gravity value computed on the
 DR9216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9216.degrees latitude (g = 980.6199 gals.).
 DR9216
 DR9216.The modeled gravity was interpolated from observed gravity values.
 DR9216
 DR9216;                    North         East    Units  Estimated Accuracy
 DR9216;SPC FL W     -   309,660.0     164,331.2     MT  (+/- 3 meters HH1 GPS) 
 DR9216
 DR9216_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6523301364(NAD 83)
 DR9216
 DR9216                          SUPERSEDED SURVEY CONTROL
 DR9216
 DR9216.No superseded survey control is available for this station.
 DR9216
 DR9216_MARKER: F = FLANGE-ENCASED ROD
 DR9216_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9216_STAMPING: 5917 C 2023
 DR9216_MARK LOGO: FLDEP
 DR9216_PROJECTION: RECESSED 6 CENTIMETERS
 DR9216_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9216_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9216+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2023
 DR9216_ROD/PIPE-DEPTH: 6.5 meters
 DR9216
 DR9216  HISTORY     - Date     Condition        Report By
 DR9216  HISTORY     - 20230401 MONUMENTED       FLDEP
 DR9216
 DR9216                          STATION DESCRIPTION
 DR9216
 DR9216'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9216'THE MARK IS ABOUT 11.5 MI (18.5 KM) NORTH OF ENGLEWOOD, 6.2 MI (10.0
 DR9216'KM) EAST-NORTHEAST OF VENICE AND 5.8 MI (9.3 KM) EAST OF LAUREL.  IN
 DR9216'SECTION 36, TOWNSHIP 38 SOUTH, RANGE 19 EAST.
 DR9216'
 DR9216'TO REACH OF FROM THE OVERPASS OF THE INTERSECTION OF INTERSTATE 75 AND
 DR9216'COUNTY ROAD 762 (LAUREL ROAD) IN VENICE, GO EAST ON WEST ON COUNTY
 DR9216'ROAD 762 (LAUREL ROAD) FOR 2.85 MI (4.59 KM) TO U.S. MAIL ADDRESS 7501
 DR9216'COUNTY ROAD 762 (LAUREL ROAD) ON THE LEFT, THE ENTRANCE TO MYAKA RIVER
 DR9216'PARK ON THE LEFT AND THE JUNCTION OF AN UNNAMED DIM ROAD WITH A METAL
 DR9216'GATE ENTRANCE ON THE RIGHT.  TURN RIGHT ON THE DIM ROAD AND GO SOUTH
 DR9216'FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF ELLIOT STREET ON THE LEFT,
 DR9216'NORTH JACKSON ROAD ON THE RIGHT AND THE MARK ON THE LEFT.  A STAINLESS
 DR9216'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 21.4 FT (6.5 M), RECESSED
 DR9216'0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 1.0 FT (0.3 M) BELOW
 DR9216'THE LEVEL WITH NORTH JACKSON ROAD.  THE DATUM POINT IS RECESSED 0.5 FT
 DR9216'(15 CM) BELOW THE LEVEL OF THE FLDEP LOGO CAP.  THE MARK CAN ALSO BE
 DR9216'REACHED FROM THE OVERPASS OF THE INTERSECTION OF INTERSTATE 75 AND
 DR9216'BODER ROAD IN VENICE, GO EAST ON BORDER ROAD FOR 2.25 MI (3.62 KM) TO
 DR9216'THE INTERSECTION OF NORTH JACKSON ROAD.  TURN LEFT ON NORTH JACKSON
 DR9216'ROAD AND GO NORTH FOR 0.35 MI (0.56 KM) TO THE INTERSECTION OF AN
 DR9216'UNNAMED DIM ROAD WITH A METAL GATE ENTRANCE ON THE LEFT, ELLIOT STREET
 DR9216'ON THE RIGHT AND THE MARK ON THE RIGHT.
 DR9216'
 DR9216'LOCATED 56.1 FT (17.1 M) EAST OF WOODEN POWER POLE NUMBER 100 133,
 DR9216'28.7 FT (8.7 M) SOUTH OF THE APPROXIMATE CENTERLINE OF ELLIOT STREET,
 DR9216'30.8 FT (9.4 M) EAST OF THE APPROXIMATE CENTERLINE OF NORTH JACKSON
 DR9216'ROAD AND 6.6 FT (2.0 M) WEST OF A WOODEN POWER POLE.
 DR9216'
 DR9216'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DR9216'LOGO CAP.
 DR9216'
 DR9216'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9212 ***********************************************************************
 DR9212  DESIGNATION -  872 5917 D
 DR9212  PID         -  DR9212
 DR9212  STATE/COUNTY-  FL/SARASOTA
 DR9212  COUNTRY     -  US
 DR9212  USGS QUAD   -  LAUREL (2018)
 DR9212
 DR9212                         *CURRENT SURVEY CONTROL
 DR9212  ______________________________________________________________________
 DR9212* NAD 83(1986) POSITION- 27 08 15.31   (N) 082 23 29.15   (W)   HD_HELD1
 DR9212* NAVD 88 ORTHO HEIGHT -     4.660 (meters)       15.29  (feet) ADJUSTED
 DR9212  ______________________________________________________________________
 DR9212  GEOID HEIGHT    -        -24.061 (meters)                     GEOID18
 DR9212  DYNAMIC HEIGHT  -          4.653 (meters)       15.27  (feet) COMP
 DR9212  MODELED GRAVITY -    979,129.4   (mgal)                       NAVD 88
 DR9212
 DR9212  VERT ORDER      -  SECOND    CLASS I
 DR9212
 DR9212.The horizontal coordinates were determined by differentially corrected
 DR9212.hand held GPS observations or other comparable positioning techniques
 DR9212.and have an estimated accuracy of +/- 3 meters.
 DR9212
 DR9212.The orthometric height was determined by differential leveling and
 DR9212.adjusted by the NATIONAL GEODETIC SURVEY
 DR9212.in December 2023.
 DR9212
 DR9212.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9212.GEOID18 height accuracy estimate available here.
 DR9212
 DR9212.Click photographs - Photos may exist for this station.
 DR9212
 DR9212.The dynamic height is computed by dividing the NAVD 88
 DR9212.geopotential number by the normal gravity value computed on the
 DR9212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9212.degrees latitude (g = 980.6199 gals.).
 DR9212
 DR9212.The modeled gravity was interpolated from observed gravity values.
 DR9212
 DR9212;                    North         East    Units  Estimated Accuracy
 DR9212;SPC FL W     -   310,708.8     161,198.1     MT  (+/- 3 meters HH1 GPS) 
 DR9212
 DR9212_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6210902438(NAD 83)
 DR9212
 DR9212                          SUPERSEDED SURVEY CONTROL
 DR9212
 DR9212.No superseded survey control is available for this station.
 DR9212
 DR9212_MARKER: F = FLANGE-ENCASED ROD
 DR9212_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9212_STAMPING: 5917 D 2023
 DR9212_MARK LOGO: FLDEP
 DR9212_PROJECTION: RECESSED 15 CENTIMETERS
 DR9212_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9212+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2023
 DR9212_ROD/PIPE-DEPTH: 6.0 meters
 DR9212
 DR9212  HISTORY     - Date     Condition        Report By
 DR9212  HISTORY     - 20230401 MONUMENTED       FLDEP
 DR9212
 DR9212                          STATION DESCRIPTION
 DR9212
 DR9212'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9212'THE MARK IS ABOUT 11.5 MI (18.5 KM) SOUTH-SOUTHEAST OF BEE RIDGE, 4.7
 DR9212'MI (7.6 KM) NORTHEAST OF VENICE AND 3.9 MI (6.3 KM) EAST OF LAUREL.
 DR9212'IN SECTION 27, TOWNSHIP 38 SOUTH, RANGE 19 EAST.
 DR9212'
 DR9212'TO REACH OF FROM THE OVERPASS OF THE INTERSECTION OF INTERSTATE 75 AND
 DR9212'COUNTY ROAD 762 (LAUREL ROAD) IN VENICE, GO EAST ON WEST ON COUNTY
 DR9212'ROAD 762 (LAUREL ROAD) FOR 1.05 MI (1.69 KM) TO THE INTERSECTION OF
 DR9212'VISTERA BOULEVARD ON THE RIGHT, REINA LANE ON THE LEFT AND THE MARK ON
 DR9212'THE LEFT.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 19.7
 DR9212'FT (6.0 M), RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF THE GROUND AND
 DR9212'1.0 FT (0.3 M) ABOVE THE LEVEL WITH COUNTY ROAD 762 (LAUREL ROAD).
 DR9212'THE DATUM POINT IS RECESSED 0.8 FT (24 CM) BELOW THE LEVEL OF THE
 DR9212'FLDEP LOGO CAP.
 DR9212'
 DR9212'LOCATED 79.4 FT (24.2 M) WEST-NORTHWEST OF A WOODEN POWER POLE NUMBER
 DR9212'5 2453 5188, 58.5 FT (17.8 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DR9212'COUNTY ROAD 762 (LAUREL ROAD), 41.0 FT (12.5 M) EAST OF THE
 DR9212'APPROXIMATE CENTERLINE OF REINA LANE, 29.3 FT (8.9 M) SOUTH OF THE
 DR9212'SOUTHWEST CORNER OF A (WILLOW CHASE SUBDIVISION) FENCE LINE AND 23.1
 DR9212'FT (7.0 M) NORTHEAST CORNER JUNCTION OF A SIDEWALK RUNNING
 DR9212'(NORTH-SOUTH, EAST-WEST).
 DR9212'
 DR9212'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DR9212'LOGO CAP.
 DR9212'
 DR9212'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7167 ***********************************************************************
 AG7167  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7167  DESIGNATION -  872 5943 1
 AG7167  PID         -  AG7167
 AG7167  STATE/COUNTY-  FL/SARASOTA
 AG7167  COUNTRY     -  US
 AG7167  USGS QUAD   -  LAUREL (2018)
 AG7167
 AG7167                         *CURRENT SURVEY CONTROL
 AG7167  ______________________________________________________________________
 AG7167* NAD 83(1986) POSITION- 27 10 47.8    (N) 082 29 40.7    (W)   HD_HELD2
 AG7167* NAVD 88 ORTHO HEIGHT -     2.379 (meters)        7.81  (feet) ADJUSTED
 AG7167  ______________________________________________________________________
 AG7167  GEOID HEIGHT    -        -24.116 (meters)                     GEOID18
 AG7167  DYNAMIC HEIGHT  -          2.375 (meters)        7.79  (feet) COMP
 AG7167  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 AG7167
 AG7167  VERT ORDER      -  FIRST     CLASS II
 AG7167
 AG7167.The horizontal coordinates were established by autonomous hand held GPS
 AG7167.observations and have an estimated accuracy of +/- 10 meters.
 AG7167
 AG7167.The orthometric height was determined by differential leveling and
 AG7167.adjusted by the NATIONAL GEODETIC SURVEY
 AG7167.in June 1991.
 AG7167
 AG7167.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7167.GEOID18 height accuracy estimate available here.
 AG7167
 AG7167.This Tidal Bench Mark is designated as VM 10604
 AG7167.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7167
 AG7167.Click photographs - Photos may exist for this station.
 AG7167
 AG7167.The dynamic height is computed by dividing the NAVD 88
 AG7167.geopotential number by the normal gravity value computed on the
 AG7167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7167.degrees latitude (g = 980.6199 gals.).
 AG7167
 AG7167.The modeled gravity was interpolated from observed gravity values.
 AG7167
 AG7167;                    North         East    Units  Estimated Accuracy
 AG7167;SPC FL W     -   315,438.      150,986.      MT  (+/- 10 meters HH2 GPS)
 AG7167
 AG7167_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5193607248(NAD 83)
 AG7167
 AG7167                          SUPERSEDED SURVEY CONTROL
 AG7167
 AG7167.No superseded survey control is available for this station.
 AG7167
 AG7167_MARKER: DJ = TIDAL STATION DISK
 AG7167_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7167_SP_SET: BRIDGE ABUTMENT
 AG7167_STAMPING: 1 1973
 AG7167_MARK LOGO: NOS
 AG7167_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7167+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2012
 AG7167
 AG7167  HISTORY     - Date     Condition        Report By
 AG7167  HISTORY     - 1973     MONUMENTED       NOS
 AG7167  HISTORY     - 1977     GOOD             FLDNR
 AG7167  HISTORY     - 1983     GOOD             FLDNR
 AG7167  HISTORY     - 20071023 GOOD             FLDEP
 AG7167  HISTORY     - 20080625 GOOD             FLDEP
 AG7167  HISTORY     - 20090301 GOOD             FLDEP
 AG7167  HISTORY     - 20090324 GOOD             GEOCAC
 AG7167  HISTORY     - 20120918 GOOD             GEOCAC
 AG7167
 AG7167                          STATION DESCRIPTION
 AG7167
 AG7167'DESCRIBED BY FL DEPT OF NAT RES 1977
 AG7167'4.1 MI NW FROM LAUREL.
 AG7167'3.3 MILES NORTH ALONG US HIGHWAY 41 FROM ITS INTERSECTION WITH
 AG7167'LAUREL STREET AT LAUREL, THENCE WEST ALONG STATE ROAD 789
 AG7167'APPROXIMATELY 0.8 MILES TO THE WEST SIDE OF BLACKBURN POINT
 AG7167'BRIDGE.  THE MARK IS SET FLUSH IN THE TOP OF FIVE FOOT SQUARE
 AG7167'NORTHWEST ABUTMENT, EIGHT INCHES FROM THE NORTH SIDE OF THE
 AG7167'ABUTMENT, SIXTEEN INCHES FROM THE WEST SIDE OF ABUTMENT, THREE
 AG7167'FEET EAST OF THE WOOD PILING RETAINING WALL AND TWO FEET NORTH OF
 AG7167'THE NORTH SIDE OF THE BRIDGE.
 AG7167'THE MARK IS 03 FT BELOW BRIDGE DECKE DECK.
 AG7167
 AG7167                          STATION RECOVERY (1983)
 AG7167
 AG7167'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7167'RECOVERED IN GOOD CONDITION.
 AG7167
 AG7167                          STATION RECOVERY (2007)
 AG7167
 AG7167'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7167'RECOVERED AS DESCRIBED.
 AG7167
 AG7167                          STATION RECOVERY (2008)
 AG7167
 AG7167'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7167'RECOVERED AS DESCRIBED.
 AG7167
 AG7167                          STATION RECOVERY (2009)
 AG7167
 AG7167'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AG7167'RECOVERED AS DESCRIBED.
 AG7167
 AG7167                          STATION RECOVERY (2009)
 AG7167
 AG7167'RECOVERY NOTE BY GEOCACHING 2009 (DEC)
 AG7167'RECOVERED IN GOOD CONDITION.
 AG7167
 AG7167                          STATION RECOVERY (2012)
 AG7167
 AG7167'RECOVERY NOTE BY GEOCACHING 2012 (DEB)
 AG7167'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7168 ***********************************************************************
 AG7168  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7168  DESIGNATION -  872 5943 2
 AG7168  PID         -  AG7168
 AG7168  STATE/COUNTY-  FL/SARASOTA
 AG7168  COUNTRY     -  US
 AG7168  USGS QUAD   -  LAUREL (2018)
 AG7168
 AG7168                         *CURRENT SURVEY CONTROL
 AG7168  ______________________________________________________________________
 AG7168* NAD 83(1986) POSITION- 27 10 49.     (N) 082 29 48.     (W)   SCALED
 AG7168* NAVD 88 ORTHO HEIGHT -     1.432 (meters)        4.70  (feet) ADJUSTED
 AG7168  ______________________________________________________________________
 AG7168  GEOID HEIGHT    -        -24.116 (meters)                     GEOID18
 AG7168  DYNAMIC HEIGHT  -          1.430 (meters)        4.69  (feet) COMP
 AG7168  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 AG7168
 AG7168  VERT ORDER      -  SECOND    CLASS I
 AG7168
 AG7168.The horizontal coordinates were scaled from a map and have
 AG7168.an estimated accuracy of +/- 6 seconds.
 AG7168
 AG7168.The orthometric height was determined by differential leveling and
 AG7168.adjusted by the NATIONAL GEODETIC SURVEY
 AG7168.in June 1991.
 AG7168
 AG7168.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7168.GEOID18 height accuracy estimate available here.
 AG7168
 AG7168.This Tidal Bench Mark is designated as VM 10605
 AG7168.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7168
 AG7168.Click photographs - Photos may exist for this station.
 AG7168
 AG7168.The dynamic height is computed by dividing the NAVD 88
 AG7168.geopotential number by the normal gravity value computed on the
 AG7168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7168.degrees latitude (g = 980.6199 gals.).
 AG7168
 AG7168.The modeled gravity was interpolated from observed gravity values.
 AG7168
 AG7168;                    North         East    Units  Estimated Accuracy
 AG7168;SPC FL W     -   315,480.      150,790.      MT  (+/- 180 meters Scaled)
 AG7168
 AG7168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL517072(NAD 83)
 AG7168
 AG7168                          SUPERSEDED SURVEY CONTROL
 AG7168
 AG7168.No superseded survey control is available for this station.
 AG7168
 AG7168_MARKER: DJ = TIDAL STATION DISK
 AG7168_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7168_SP_SET: SEAWALL
 AG7168_STAMPING: 2 1973
 AG7168_MARK LOGO: NOS
 AG7168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7168+STABILITY: SURFACE MOTION
 AG7168
 AG7168  HISTORY     - Date     Condition        Report By
 AG7168  HISTORY     - 1973     MONUMENTED       NOS
 AG7168  HISTORY     - 1977     GOOD             FLDNR
 AG7168  HISTORY     - 1983     GOOD             FLDNR
 AG7168  HISTORY     - 20071023 MARK NOT FOUND   FLDEP
 AG7168
 AG7168                          STATION DESCRIPTION
 AG7168
 AG7168'DESCRIBED BY FL DEPT OF NAT RES 1977
 AG7168'4.2 MI NW FROM LAUREL.
 AG7168'3.3 MILES NORTH ALONG US HIGHWAY 41 FROM ITS INTERSECTION WITH LAUREL
 AG7168'STREET AT LAUREL FLORIDA, THENCE WEST ALONG SR 789 APPROX 0.9 MILES
 AG7168'TO MARK .  MARK IS IN THE SOUTHEASTSE ABUTMENT SEAWALL OF THE FIXED
 AG7168'CONCRETE BRIDGE, RECEESSED ONE QUARTER INCH IN THE CENTER OF A ONE FOO
 AG7168'THICK SEA WALL CAP, SIX INCHES SOUTH OF SOUTH EDGE OF SIDEWALK,
 AG7168'THREE FEET EAST OF EAST END OF SOUTH CONCRETE HANDRAIL.
 AG7168'THE MARK IS 5 FT ABOVE MEAN WATER LEVEL.
 AG7168
 AG7168                          STATION RECOVERY (1983)
 AG7168
 AG7168'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7168'RECOVERED IN GOOD CONDITION.
 AG7168
 AG7168                          STATION RECOVERY (2007)
 AG7168
 AG7168'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7168'THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7743 ***********************************************************************
 AG7743  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7743  DESIGNATION -  872 5943 F
 AG7743  PID         -  AG7743
 AG7743  STATE/COUNTY-  FL/SARASOTA
 AG7743  COUNTRY     -  US
 AG7743  USGS QUAD   -  LAUREL (2018)
 AG7743
 AG7743                         *CURRENT SURVEY CONTROL
 AG7743  ______________________________________________________________________
 AG7743* NAD 83(1986) POSITION- 27 10 48.     (N) 082 29 39.     (W)   SCALED
 AG7743* NAVD 88 ORTHO HEIGHT -     1.805 (meters)        5.92  (feet) ADJUSTED
 AG7743  ______________________________________________________________________
 AG7743  GEOID HEIGHT    -        -24.116 (meters)                     GEOID18
 AG7743  DYNAMIC HEIGHT  -          1.802 (meters)        5.91  (feet) COMP
 AG7743  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 AG7743
 AG7743  VERT ORDER      -  SECOND    CLASS I
 AG7743
 AG7743.The horizontal coordinates were scaled from a map and have
 AG7743.an estimated accuracy of +/- 6 seconds.
 AG7743
 AG7743.The orthometric height was determined by differential leveling and
 AG7743.adjusted by the NATIONAL GEODETIC SURVEY
 AG7743.in June 1991.
 AG7743
 AG7743.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7743.GEOID18 height accuracy estimate available here.
 AG7743
 AG7743.This Tidal Bench Mark is designated as VM 17179
 AG7743.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7743
 AG7743.Click photographs - Photos may exist for this station.
 AG7743
 AG7743.The dynamic height is computed by dividing the NAVD 88
 AG7743.geopotential number by the normal gravity value computed on the
 AG7743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7743.degrees latitude (g = 980.6199 gals.).
 AG7743
 AG7743.The modeled gravity was interpolated from observed gravity values.
 AG7743
 AG7743;                    North         East    Units  Estimated Accuracy
 AG7743;SPC FL W     -   315,440.      151,030.      MT  (+/- 180 meters Scaled)
 AG7743
 AG7743_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL519072(NAD 83)
 AG7743
 AG7743                          SUPERSEDED SURVEY CONTROL
 AG7743
 AG7743.No superseded survey control is available for this station.
 AG7743
 AG7743_MARKER: DJ = TIDAL STATION DISK
 AG7743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7743_STAMPING: 5943 F 1983
 AG7743_MARK LOGO: NOS
 AG7743_PROJECTION: RECESSED 15 CENTIMETERS
 AG7743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7743+STABILITY: SURFACE MOTION
 AG7743
 AG7743  HISTORY     - Date     Condition        Report By
 AG7743  HISTORY     - 1983     MONUMENTED       FLDNR
 AG7743  HISTORY     - 19970422 GOOD             USPSQD
 AG7743  HISTORY     - 20071023 MARK NOT FOUND   FLDEP
 AG7743
 AG7743                          STATION DESCRIPTION
 AG7743
 AG7743'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7743'4.1 MI NW FROM LAUREL.
 AG7743'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND LAUREL STREET IN
 AG7743'LAUREL, GO 3.3 MILES NORTH ON U.S. 41 TO THE JUNCTION OF BLACKBURN
 AG7743'POINT ROAD, GO 0.80 MILE WEST ON BLACKBURN POINT ROAD TO A COUNTY PARK
 AG7743'AND THE MARK.  THE MARK BEARS 53.4 FEET NORTH OF THE CENTERLINE OF THE
 AG7743'ROAD, 28.5 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE WEST ENTRANCE
 AG7743'DRIVE TO THE PARK, 21.5 FEET NORTHEAST OF AN AUSTRALIAN PINE, 51.2
 AG7743'FEET EAST-NORTHEAST OF A POWER POLE AT THE SOUTHWEST CORNER OF THE
 AG7743'PARK. AND 4.1 FEET WEST OF A WOODEN GUARD POST WITH WITNESS SIGN
 AG7743'ATTACHED.
 AG7743'THE MARK IS 2 FT ABOVE ROAD.
 AG7743
 AG7743                          STATION RECOVERY (1997)
 AG7743
 AG7743'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7743'RECOVERED IN GOOD CONDITION.
 AG7743
 AG7743                          STATION RECOVERY (2007)
 AG7743
 AG7743'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7743'THE AREA HAS BEEN COMPLETELY REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7744 ***********************************************************************
 AG7744  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7744  DESIGNATION -  872 5943 G
 AG7744  PID         -  AG7744
 AG7744  STATE/COUNTY-  FL/SARASOTA
 AG7744  COUNTRY     -  US
 AG7744  USGS QUAD   -  LAUREL (2018)
 AG7744
 AG7744                         *CURRENT SURVEY CONTROL
 AG7744  ______________________________________________________________________
 AG7744* NAD 83(1986) POSITION- 27 10 48.     (N) 082 29 47.     (W)   SCALED
 AG7744* NAVD 88 ORTHO HEIGHT -     1.410 (meters)        4.63  (feet) ADJUSTED
 AG7744  ______________________________________________________________________
 AG7744  GEOID HEIGHT    -        -24.116 (meters)                     GEOID18
 AG7744  DYNAMIC HEIGHT  -          1.408 (meters)        4.62  (feet) COMP
 AG7744  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 AG7744
 AG7744  VERT ORDER      -  SECOND    CLASS I
 AG7744
 AG7744.The horizontal coordinates were scaled from a map and have
 AG7744.an estimated accuracy of +/- 6 seconds.
 AG7744
 AG7744.The orthometric height was determined by differential leveling and
 AG7744.adjusted by the NATIONAL GEODETIC SURVEY
 AG7744.in June 1991.
 AG7744
 AG7744.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7744.GEOID18 height accuracy estimate available here.
 AG7744
 AG7744.This Tidal Bench Mark is designated as VM 17180
 AG7744.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7744
 AG7744.Click photographs - Photos may exist for this station.
 AG7744
 AG7744.The dynamic height is computed by dividing the NAVD 88
 AG7744.geopotential number by the normal gravity value computed on the
 AG7744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7744.degrees latitude (g = 980.6199 gals.).
 AG7744
 AG7744.The modeled gravity was interpolated from observed gravity values.
 AG7744
 AG7744;                    North         East    Units  Estimated Accuracy
 AG7744;SPC FL W     -   315,450.      150,810.      MT  (+/- 180 meters Scaled)
 AG7744
 AG7744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL517072(NAD 83)
 AG7744
 AG7744                          SUPERSEDED SURVEY CONTROL
 AG7744
 AG7744.No superseded survey control is available for this station.
 AG7744
 AG7744_MARKER: DJ = TIDAL STATION DISK
 AG7744_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7744_SP_SET: CONCRETE BULKHEAD
 AG7744_STAMPING: 5943 G 1983
 AG7744_MARK LOGO: NOS
 AG7744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7744+STABILITY: SURFACE MOTION
 AG7744
 AG7744  HISTORY     - Date     Condition        Report By
 AG7744  HISTORY     - 1983     MONUMENTED       FLDNR
 AG7744  HISTORY     - 19970422 GOOD             USPSQD
 AG7744  HISTORY     - 20071023 MARK NOT FOUND   FLDEP
 AG7744
 AG7744                          STATION DESCRIPTION
 AG7744
 AG7744'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7744'4.15 MI NW FROM LAUREL.
 AG7744'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND LAUREL STREET IN
 AG7744'LAUREL, GO 3.3 MILES NORTH ON U.S. 41 TO THE JUNCTION OF BLACKBURN
 AG7744'POINT ROAD, GO 0.85 MILE WEST ON BLACKBURN POINT ROAD TO THE MARK.
 AG7744'THE MARK IS SET IN THE BULKHEAD AT THE WEST END OF A CONCRETE BRIDGE,
 AG7744'15.2 FEET NORTH OF THE CENTERLINE OF THE ROAD, AND 2.7 FEET NORTHWEST
 AG7744'OF THE NORTHWEST CORNER OF THE BRIDGE.
 AG7744
 AG7744                          STATION RECOVERY (1997)
 AG7744
 AG7744'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7744'RECOVERED IN GOOD CONDITION.
 AG7744
 AG7744                          STATION RECOVERY (2007)
 AG7744
 AG7744'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7744'THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7745 ***********************************************************************
 AG7745  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7745  DESIGNATION -  872 5943 H
 AG7745  PID         -  AG7745
 AG7745  STATE/COUNTY-  FL/SARASOTA
 AG7745  COUNTRY     -  US
 AG7745  USGS QUAD   -  LAUREL (2018)
 AG7745
 AG7745                         *CURRENT SURVEY CONTROL
 AG7745  ______________________________________________________________________
 AG7745* NAD 83(1986) POSITION- 27 10 48.2    (N) 082 29 53.4    (W)   HD_HELD2
 AG7745* NAVD 88 ORTHO HEIGHT -     2.177 (meters)        7.14  (feet) ADJUSTED
 AG7745  ______________________________________________________________________
 AG7745  GEOID HEIGHT    -        -24.115 (meters)                     GEOID18
 AG7745  DYNAMIC HEIGHT  -          2.174 (meters)        7.13  (feet) COMP
 AG7745  MODELED GRAVITY -    979,127.4   (mgal)                       NAVD 88
 AG7745
 AG7745  VERT ORDER      -  FIRST     CLASS II
 AG7745
 AG7745.The horizontal coordinates were established by autonomous hand held GPS
 AG7745.observations and have an estimated accuracy of +/- 10 meters.
 AG7745
 AG7745.The orthometric height was determined by differential leveling and
 AG7745.adjusted by the NATIONAL GEODETIC SURVEY
 AG7745.in July 2009.
 AG7745
 AG7745.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7745.GEOID18 height accuracy estimate available here.
 AG7745
 AG7745.This Tidal Bench Mark is designated as VM 17181
 AG7745.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7745
 AG7745.Click photographs - Photos may exist for this station.
 AG7745
 AG7745.The dynamic height is computed by dividing the NAVD 88
 AG7745.geopotential number by the normal gravity value computed on the
 AG7745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7745.degrees latitude (g = 980.6199 gals.).
 AG7745
 AG7745.The modeled gravity was interpolated from observed gravity values.
 AG7745
 AG7745;                    North         East    Units  Estimated Accuracy
 AG7745;SPC FL W     -   315,452.      150,636.      MT  (+/- 10 meters HH2 GPS)
 AG7745
 AG7745_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5158607264(NAD 83)
 AG7745
 AG7745                          SUPERSEDED SURVEY CONTROL
 AG7745
 AG7745  NAVD 88 (06/15/91)    2.187  (m)            7.18   (f) SUPERSEDED  2 1
 AG7745
 AG7745.Superseded values are not recommended for survey control.
 AG7745
 AG7745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7745.See file dsdata.pdf to determine how the superseded data were derived.
 AG7745
 AG7745_MARKER: DB = BENCH MARK DISK
 AG7745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7745_STAMPING: 5943 H 1983
 AG7745_MARK LOGO: NOS
 AG7745_PROJECTION: RECESSED 10 CENTIMETERS
 AG7745_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7745+STABILITY: SURFACE MOTION
 AG7745_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7745+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2009
 AG7745
 AG7745  HISTORY     - Date     Condition        Report By
 AG7745  HISTORY     - 1983     MONUMENTED       FLDNR
 AG7745  HISTORY     - 19970422 GOOD             USPSQD
 AG7745  HISTORY     - 20071023 GOOD             FLDEP
 AG7745  HISTORY     - 20080625 GOOD             FLDEP
 AG7745  HISTORY     - 20090301 GOOD             FLDEP
 AG7745
 AG7745                          STATION DESCRIPTION
 AG7745
 AG7745'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7745'4.2 MI NW FROM LAUREL.
 AG7745'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND LAUREL STREET IN
 AG7745'LAUREL, GO 3.3 MILES NORTH ON U.S. 41 TO THE INTERSECTION OF BLACKBURN
 AG7745'POINT ROAD, GO 0.9 MILE WEST ON BLACKBURN POINT ROAD TO THE MARK.  THE
 AG7745'MARK BEARS 18.5 FEET NORTH OF THE CENTERLINE OF BLACKBURN POINT ROAD,
 AG7745'41.4 FEET EAST OF THE CENTERLINE OF CASEY KEY ROAD, 64 FEET NORTHWEST
 AG7745'OF THE JUNCTION OF A PRIVATE DRIVE WITH BLACKBURN POINT ROAD, 49.5
 AG7745'FEET NORTH OF AND ACROSS THE ROAD FROM POWER POLE 200-21, AND 2 FEET
 AG7745'SOUTH OF A WITNESS POST.
 AG7745
 AG7745                          STATION RECOVERY (1997)
 AG7745
 AG7745'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7745'RECOVERED IN GOOD CONDITION.
 AG7745
 AG7745                          STATION RECOVERY (2007)
 AG7745
 AG7745'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (BPJ)
 AG7745'RECOVERED AS DESCRIBED.
 AG7745
 AG7745                          STATION RECOVERY (2008)
 AG7745
 AG7745'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7745'RECOVERED AS DESCRIBED.
 AG7745
 AG7745                          STATION RECOVERY (2009)
 AG7745
 AG7745'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AG7745'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7644 ***********************************************************************
 AG7644  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7644  DESIGNATION -  872 5985 A TIDAL
 AG7644  PID         -  AG7644
 AG7644  STATE/COUNTY-  FL/SARASOTA
 AG7644  COUNTRY     -  US
 AG7644  USGS QUAD   -  BIRD KEYS (2018)
 AG7644
 AG7644                         *CURRENT SURVEY CONTROL
 AG7644  ______________________________________________________________________
 AG7644* NAD 83(1986) POSITION- 27 13 12.42   (N) 082 30 48.83   (W)   HD_HELD1
 AG7644* NAVD 88 ORTHO HEIGHT -     0.818 (meters)        2.68  (feet) ADJUSTED
 AG7644  ______________________________________________________________________
 AG7644  GEOID HEIGHT    -        -24.180 (meters)                     GEOID18
 AG7644  DYNAMIC HEIGHT  -          0.817 (meters)        2.68  (feet) COMP
 AG7644  MODELED GRAVITY -    979,127.3   (mgal)                       NAVD 88
 AG7644
 AG7644  VERT ORDER      -  FIRST     CLASS II
 AG7644
 AG7644.The horizontal coordinates were determined by differentially corrected
 AG7644.hand held GPS observations or other comparable positioning techniques
 AG7644.and have an estimated accuracy of +/- 3 meters.
 AG7644
 AG7644.The orthometric height was determined by differential leveling and
 AG7644.adjusted by the NATIONAL GEODETIC SURVEY
 AG7644.in June 1991.
 AG7644
 AG7644.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7644.GEOID18 height accuracy estimate available here.
 AG7644
 AG7644.This Tidal Bench Mark is designated as VM 6107
 AG7644.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7644
 AG7644.Click photographs - Photos may exist for this station.
 AG7644
 AG7644.The dynamic height is computed by dividing the NAVD 88
 AG7644.geopotential number by the normal gravity value computed on the
 AG7644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7644.degrees latitude (g = 980.6199 gals.).
 AG7644
 AG7644.The modeled gravity was interpolated from observed gravity values.
 AG7644
 AG7644;                    North         East    Units  Estimated Accuracy
 AG7644;SPC FL W     -   319,897.0     149,128.5     MT  (+/- 3 meters HH1 GPS) 
 AG7644
 AG7644_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5011411721(NAD 83)
 AG7644
 AG7644                          SUPERSEDED SURVEY CONTROL
 AG7644
 AG7644.No superseded survey control is available for this station.
 AG7644
 AG7644_MARKER: DB = BENCH MARK DISK
 AG7644_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7644_SP_SET: SEAWALL
 AG7644_STAMPING: 5985 A 1977
 AG7644_MARK LOGO: NOS
 AG7644_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7644+STABILITY: SURFACE MOTION
 AG7644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7644+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2021
 AG7644
 AG7644  HISTORY     - Date     Condition        Report By
 AG7644  HISTORY     - 1977     MONUMENTED       NOS
 AG7644  HISTORY     - 1980     GOOD             FLDNR
 AG7644  HISTORY     - 1983     GOOD             FLDNR
 AG7644  HISTORY     - 19970509 POOR             USPSQD
 AG7644  HISTORY     - 20080221 GOOD             FLDEP
 AG7644  HISTORY     - 20170820 GOOD             USPSQD
 AG7644  HISTORY     - 20210214 GOOD             USPSQD
 AG7644
 AG7644                          STATION DESCRIPTION
 AG7644
 AG7644'DESCRIBED BY FL DEPT OF NAT RES 1980
 AG7644'8.1 MI SSE FROM SARASOTA.
 AG7644'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72
 AG7644'(STICKNEY POINT ROAD), GO 1.0 MILE WESTERLY ON STICKNEY POINT ROAD TO
 AG7644'ITS JUNCTION WITH STATE ROAD 789 (MIDNITE PASS ROAD), GO 2.7 MILES
 AG7644'SOUTHERLY ON MIDNITE PASS ROAD TO THE MIDNITE PASS MARINA AND THE
 AG7644'MARK.  THE MARK BEARS 12.0 FEET SOUTH OF THE CENTER OF THE BOAT LIFT,
 AG7644'38.6 FEET WEST OF THE EAST END OF THE BOAT LIFT, AND 30.9 FEET NORTH
 AG7644'OF THE SOUTH END OF THE SEAWALL.
 AG7644
 AG7644                          STATION RECOVERY (1983)
 AG7644
 AG7644'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7644'RECOVERED IN GOOD CONDITION.
 AG7644
 AG7644                          STATION RECOVERY (1997)
 AG7644
 AG7644'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7644'MARK RECOVERED IN POOR CONDITION.
 AG7644
 AG7644                          STATION RECOVERY (2008)
 AG7644
 AG7644'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG7644'RECOVERED IN GOOD CONDITION WITH THIS ADDITION, THE MIDNIGHT PASS
 AG7644'MARINA IS NOW TURTLE BEACH MARINA.
 AG7644
 AG7644                          STATION RECOVERY (2017)
 AG7644
 AG7644'RECOVERY NOTE BY US POWER SQUADRON 2017 (GLB)
 AG7644'TURTLE BEACH MARINA'S ADDRESS IS 8865 MIDNIGHT PASS ROAD, SIESTA KEY,
 AG7644'FL.  THE BOAT LIFT RAIL AREA IS NOW USED FOR BOAT SLIPS.
 AG7644
 AG7644                          STATION RECOVERY (2021)
 AG7644
 AG7644'RECOVERY NOTE BY US POWER SQUADRON 2021 (RJS)
 AG7644'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7643 ***********************************************************************
 AG7643  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7643  DESIGNATION -  872 5985 B TIDAL
 AG7643  PID         -  AG7643
 AG7643  STATE/COUNTY-  FL/SARASOTA
 AG7643  COUNTRY     -  US
 AG7643  USGS QUAD   -  BIRD KEYS (2018)
 AG7643
 AG7643                         *CURRENT SURVEY CONTROL
 AG7643  ______________________________________________________________________
 AG7643* NAD 83(1986) POSITION- 27 13 12.65   (N) 082 30 48.84   (W)   HD_HELD1
 AG7643* NAVD 88 ORTHO HEIGHT -     0.808 (meters)        2.65  (feet) ADJUSTED
 AG7643  ______________________________________________________________________
 AG7643  GEOID HEIGHT    -        -24.180 (meters)                     GEOID18
 AG7643  DYNAMIC HEIGHT  -          0.806 (meters)        2.64  (feet) COMP
 AG7643  MODELED GRAVITY -    979,127.3   (mgal)                       NAVD 88
 AG7643
 AG7643  VERT ORDER      -  FIRST     CLASS II
 AG7643
 AG7643.The horizontal coordinates were determined by differentially corrected
 AG7643.hand held GPS observations or other comparable positioning techniques
 AG7643.and have an estimated accuracy of +/- 3 meters.
 AG7643
 AG7643.The orthometric height was determined by differential leveling and
 AG7643.adjusted by the NATIONAL GEODETIC SURVEY
 AG7643.in June 1991.
 AG7643
 AG7643.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7643.GEOID18 height accuracy estimate available here.
 AG7643
 AG7643.This Tidal Bench Mark is designated as VM 6108
 AG7643.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7643
 AG7643.Click photographs - Photos may exist for this station.
 AG7643
 AG7643.The dynamic height is computed by dividing the NAVD 88
 AG7643.geopotential number by the normal gravity value computed on the
 AG7643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7643.degrees latitude (g = 980.6199 gals.).
 AG7643
 AG7643.The modeled gravity was interpolated from observed gravity values.
 AG7643
 AG7643;                    North         East    Units  Estimated Accuracy
 AG7643;SPC FL W     -   319,904.1     149,128.2     MT  (+/- 3 meters HH1 GPS) 
 AG7643
 AG7643_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5011411728(NAD 83)
 AG7643
 AG7643                          SUPERSEDED SURVEY CONTROL
 AG7643
 AG7643.No superseded survey control is available for this station.
 AG7643
 AG7643_MARKER: DB = BENCH MARK DISK
 AG7643_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7643_SP_SET: SEAWALL
 AG7643_STAMPING: 5985 B 1977
 AG7643_MARK LOGO: NOS
 AG7643_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7643+STABILITY: SURFACE MOTION
 AG7643_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7643+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2020
 AG7643
 AG7643  HISTORY     - Date     Condition        Report By
 AG7643  HISTORY     - 1977     MONUMENTED       NOS
 AG7643  HISTORY     - 1980     GOOD             FLDNR
 AG7643  HISTORY     - 1983     GOOD             FLDNR
 AG7643  HISTORY     - 20080221 GOOD             FLDEP
 AG7643  HISTORY     - 20170820 GOOD             USPSQD
 AG7643  HISTORY     - 20200214 GOOD             USPSQD
 AG7643
 AG7643                          STATION DESCRIPTION
 AG7643
 AG7643'DESCRIBED BY FL DEPT OF NAT RES 1980
 AG7643'8.1 MI SSE FROM SARASOTA.
 AG7643'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72
 AG7643'(STICKNEY POINT ROAD), GO 1.0 MILE WESTERLY ON STICKNEY POINT ROAD TO
 AG7643'ITS JUNCTION WITH STATE ROAD 789 (MIDNITE PASS ROAD), GO 2.7 MILES
 AG7643'SOUTHERLY ON MIDNITE PASS ROAD TO THE MIDNITE PASS MARINA AND THE
 AG7643'MARK.  THE MARK BEARS 39.2 FEET WEST OF THE EAST END OF THE CONCRETE
 AG7643'RAIL OF THE BOAT LIFT, 7.2 FEET NORTH OF THE CENTER OF THE BOAT LIFT,
 AG7643'AND 22.4 FEET SOUTH OF THE NORTH END OF THE SEAWALL.
 AG7643
 AG7643                          STATION RECOVERY (1983)
 AG7643
 AG7643'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7643'RECOVERED IN GOOD CONDITION.
 AG7643
 AG7643                          STATION RECOVERY (2008)
 AG7643
 AG7643'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG7643'RECOVERED IN GOOD CONDITION WITH THIS ADDITION, THE MIDNIGHT PASS
 AG7643'MARINA IS NOW TURTLE BEACH MARINA.
 AG7643
 AG7643                          STATION RECOVERY (2017)
 AG7643
 AG7643'RECOVERY NOTE BY US POWER SQUADRON 2017 (GLB)
 AG7643'TURTLE BEACH MARINA'S ADDRESS IS 8865 MIDNIGHT PASS ROAD, SIESTA KEY,
 AG7643'FL.  THE BOAT LIFT RAIL AREA IS NOW USED FOR BOAT SLIP SPACE.
 AG7643
 AG7643                          STATION RECOVERY (2020)
 AG7643
 AG7643'RECOVERY NOTE BY US POWER SQUADRON 2020 (GLC)
 AG7643'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7642 ***********************************************************************
 AG7642  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7642  DESIGNATION -  872 5985 C TIDAL
 AG7642  PID         -  AG7642
 AG7642  STATE/COUNTY-  FL/SARASOTA
 AG7642  COUNTRY     -  US
 AG7642  USGS QUAD   -  BIRD KEYS (2018)
 AG7642
 AG7642                         *CURRENT SURVEY CONTROL
 AG7642  ______________________________________________________________________
 AG7642* NAD 83(1986) POSITION- 27 13 11.     (N) 082 30 51.     (W)   SCALED
 AG7642* NAVD 88 ORTHO HEIGHT -     0.833 (meters)        2.73  (feet) ADJUSTED
 AG7642  ______________________________________________________________________
 AG7642  GEOID HEIGHT    -        -24.179 (meters)                     GEOID18
 AG7642  DYNAMIC HEIGHT  -          0.832 (meters)        2.73  (feet) COMP
 AG7642  MODELED GRAVITY -    979,127.3   (mgal)                       NAVD 88
 AG7642
 AG7642  VERT ORDER      -  FIRST     CLASS II
 AG7642
 AG7642.The horizontal coordinates were scaled from a map and have
 AG7642.an estimated accuracy of +/- 6 seconds.
 AG7642
 AG7642.The orthometric height was determined by differential leveling and
 AG7642.adjusted by the NATIONAL GEODETIC SURVEY
 AG7642.in June 1991.
 AG7642
 AG7642.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7642.GEOID18 height accuracy estimate available here.
 AG7642
 AG7642.This Tidal Bench Mark is designated as VM 6109
 AG7642.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7642
 AG7642.Click photographs - Photos may exist for this station.
 AG7642
 AG7642.The dynamic height is computed by dividing the NAVD 88
 AG7642.geopotential number by the normal gravity value computed on the
 AG7642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7642.degrees latitude (g = 980.6199 gals.).
 AG7642
 AG7642.The modeled gravity was interpolated from observed gravity values.
 AG7642
 AG7642;                    North         East    Units  Estimated Accuracy
 AG7642;SPC FL W     -   319,850.      149,070.      MT  (+/- 180 meters Scaled)
 AG7642
 AG7642_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL500116(NAD 83)
 AG7642
 AG7642                          SUPERSEDED SURVEY CONTROL
 AG7642
 AG7642.No superseded survey control is available for this station.
 AG7642
 AG7642_MARKER: DB = BENCH MARK DISK
 AG7642_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7642_SP_SET: SEAWALL
 AG7642_STAMPING: 5985 C 1977
 AG7642_MARK LOGO: NOS
 AG7642_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7642+STABILITY: SURFACE MOTION
 AG7642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7642+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2008
 AG7642
 AG7642  HISTORY     - Date     Condition        Report By
 AG7642  HISTORY     - 1977     MONUMENTED       NOS
 AG7642  HISTORY     - 1980     GOOD             FLDNR
 AG7642  HISTORY     - 1983     GOOD             FLDNR
 AG7642  HISTORY     - 19970509 GOOD             USPSQD
 AG7642  HISTORY     - 20080221 GOOD             FLDEP
 AG7642
 AG7642                          STATION DESCRIPTION
 AG7642
 AG7642'DESCRIBED BY FL DEPT OF NAT RES 1980
 AG7642'8.1 MI SSE FROM SARASOTA.
 AG7642'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72
 AG7642'(STICKNEY POINT ROAD), GO 1.0 MILE WESTERLY ON STICKNEY POINT ROAD TO
 AG7642'ITS JUNCTION WITH STATE ROAD 789 (MIDNITE PASS ROAD), GO 2.7 MILES
 AG7642'SOUTHERLY ON MIDNITE PASS ROAD TO THE MIDNITE PASS MARINA AND THE
 AG7642'MARK.  THE MARK BEARS 6.0 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 AG7642'WOODSHED, 25.0 FEET EAST OF THE NORTHEAST CORNER OF THE OFFICE
 AG7642'BUILDING, AND 20.1 FEET SOUTH OF THE NORTH EDGE OF THE SEAWALL.
 AG7642
 AG7642                          STATION RECOVERY (1983)
 AG7642
 AG7642'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7642'RECOVERED IN GOOD CONDITION.
 AG7642
 AG7642                          STATION RECOVERY (1997)
 AG7642
 AG7642'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7642'RECOVERED IN GOOD CONDITION.
 AG7642
 AG7642                          STATION RECOVERY (2008)
 AG7642
 AG7642'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG7642'RECOVERED IN GOOD CONDITION WITH THIS ADDITION, THE MIDNIGHT PASS
 AG7642'MARINA IS NOW TURTLE BEACH MARINA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7641 ***********************************************************************
 AG7641  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7641  DESIGNATION -  872 5985 E TIDAL
 AG7641  PID         -  AG7641
 AG7641  STATE/COUNTY-  FL/SARASOTA
 AG7641  COUNTRY     -  US
 AG7641  USGS QUAD   -  BIRD KEYS (2018)
 AG7641
 AG7641                         *CURRENT SURVEY CONTROL
 AG7641  ______________________________________________________________________
 AG7641* NAD 83(1986) POSITION- 27 13 11.     (N) 082 30 51.     (W)   SCALED
 AG7641* NAVD 88 ORTHO HEIGHT -     0.826 (meters)        2.71  (feet) ADJUSTED
 AG7641  ______________________________________________________________________
 AG7641  GEOID HEIGHT    -        -24.179 (meters)                     GEOID18
 AG7641  DYNAMIC HEIGHT  -          0.824 (meters)        2.70  (feet) COMP
 AG7641  MODELED GRAVITY -    979,127.3   (mgal)                       NAVD 88
 AG7641
 AG7641  VERT ORDER      -  SECOND    CLASS I
 AG7641
 AG7641.The horizontal coordinates were scaled from a map and have
 AG7641.an estimated accuracy of +/- 6 seconds.
 AG7641
 AG7641.The orthometric height was determined by differential leveling and
 AG7641.adjusted by the NATIONAL GEODETIC SURVEY
 AG7641.in June 1991.
 AG7641
 AG7641.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7641.GEOID18 height accuracy estimate available here.
 AG7641
 AG7641.This Tidal Bench Mark is designated as VM 6110
 AG7641.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7641
 AG7641.Click photographs - Photos may exist for this station.
 AG7641
 AG7641.The dynamic height is computed by dividing the NAVD 88
 AG7641.geopotential number by the normal gravity value computed on the
 AG7641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7641.degrees latitude (g = 980.6199 gals.).
 AG7641
 AG7641.The modeled gravity was interpolated from observed gravity values.
 AG7641
 AG7641;                    North         East    Units  Estimated Accuracy
 AG7641;SPC FL W     -   319,850.      149,070.      MT  (+/- 180 meters Scaled)
 AG7641
 AG7641_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL500116(NAD 83)
 AG7641
 AG7641                          SUPERSEDED SURVEY CONTROL
 AG7641
 AG7641.No superseded survey control is available for this station.
 AG7641
 AG7641_MARKER: DJ = TIDAL STATION DISK
 AG7641_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7641_SP_SET: SEAWALL
 AG7641_STAMPING: 5985 E 1977
 AG7641_MARK LOGO: NOS
 AG7641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7641+STABILITY: SURFACE MOTION
 AG7641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7641+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2008
 AG7641
 AG7641  HISTORY     - Date     Condition        Report By
 AG7641  HISTORY     - 1977     MONUMENTED       NOS
 AG7641  HISTORY     - 1980     GOOD             FLDNR
 AG7641  HISTORY     - 1983     GOOD             FLDNR
 AG7641  HISTORY     - 20080221 MARK NOT FOUND   FLDEP
 AG7641
 AG7641                          STATION DESCRIPTION
 AG7641
 AG7641'DESCRIBED BY FL DEPT OF NAT RES 1980
 AG7641'8.1 MI SSE FROM SARASOTA.
 AG7641'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72
 AG7641'(STICKNEY POINT ROAD), GO 1.0 MILE WESTERLY ON STICKNEY POINT ROAD TO
 AG7641'ITS JUNCTION WITH STATE ROAD 789 (MIDNITE PASS ROAD), GO 2.7 MILES
 AG7641'SOUTHERLY ON MIDNITE PASS ROAD TO THE MIDNITE PASS MARINA AND THE
 AG7641'MARK.  THE MARK BEARS 9.0 FEET NORTH OF THE CENTER OF A FORK-LIFT BOAT
 AG7641'RAMP, 55.0 FEET SOUTHEAST OF THE NORTHEAST CORNER OF A LARGE METAL
 AG7641'BOAT HANGAR, AND 28.3 FEET SOUTHWEST OF A POWER POLE.
 AG7641
 AG7641                          STATION RECOVERY (1983)
 AG7641
 AG7641'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7641'RECOVERED IN GOOD CONDITION.
 AG7641
 AG7641                          STATION RECOVERY (2008)
 AG7641
 AG7641'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG7641'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7640 ***********************************************************************
 AG7640  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7640  DESIGNATION -  872 5985 F TIDAL
 AG7640  PID         -  AG7640
 AG7640  STATE/COUNTY-  FL/SARASOTA
 AG7640  COUNTRY     -  US
 AG7640  USGS QUAD   -  BIRD KEYS (2018)
 AG7640
 AG7640                         *CURRENT SURVEY CONTROL
 AG7640  ______________________________________________________________________
 AG7640* NAD 83(1986) POSITION- 27 13 11.     (N) 082 30 51.     (W)   SCALED
 AG7640* NAVD 88 ORTHO HEIGHT -     0.810 (meters)        2.66  (feet) ADJUSTED
 AG7640  ______________________________________________________________________
 AG7640  GEOID HEIGHT    -        -24.179 (meters)                     GEOID18
 AG7640  DYNAMIC HEIGHT  -          0.809 (meters)        2.65  (feet) COMP
 AG7640  MODELED GRAVITY -    979,127.3   (mgal)                       NAVD 88
 AG7640
 AG7640  VERT ORDER      -  SECOND    CLASS I
 AG7640
 AG7640.The horizontal coordinates were scaled from a map and have
 AG7640.an estimated accuracy of +/- 6 seconds.
 AG7640
 AG7640.The orthometric height was determined by differential leveling and
 AG7640.adjusted by the NATIONAL GEODETIC SURVEY
 AG7640.in June 1991.
 AG7640
 AG7640.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7640.GEOID18 height accuracy estimate available here.
 AG7640
 AG7640.This Tidal Bench Mark is designated as VM 6111
 AG7640.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7640
 AG7640.Click photographs - Photos may exist for this station.
 AG7640
 AG7640.The dynamic height is computed by dividing the NAVD 88
 AG7640.geopotential number by the normal gravity value computed on the
 AG7640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7640.degrees latitude (g = 980.6199 gals.).
 AG7640
 AG7640.The modeled gravity was interpolated from observed gravity values.
 AG7640
 AG7640;                    North         East    Units  Estimated Accuracy
 AG7640;SPC FL W     -   319,850.      149,070.      MT  (+/- 180 meters Scaled)
 AG7640
 AG7640_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL500116(NAD 83)
 AG7640
 AG7640                          SUPERSEDED SURVEY CONTROL
 AG7640
 AG7640.No superseded survey control is available for this station.
 AG7640
 AG7640_MARKER: DJ = TIDAL STATION DISK
 AG7640_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7640_SP_SET: SEAWALL
 AG7640_STAMPING: 5985 F 1977
 AG7640_MARK LOGO: NOS
 AG7640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7640+STABILITY: SURFACE MOTION
 AG7640_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7640+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2008
 AG7640
 AG7640  HISTORY     - Date     Condition        Report By
 AG7640  HISTORY     - 1977     MONUMENTED       NOS
 AG7640  HISTORY     - 1980     GOOD             FLDNR
 AG7640  HISTORY     - 20080221 MARK NOT FOUND   FLDEP
 AG7640
 AG7640                          STATION DESCRIPTION
 AG7640
 AG7640'DESCRIBED BY FL DEPT OF NAT RES 1980
 AG7640'8.1 MI SSE FROM SARASOTA.
 AG7640'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72
 AG7640'(STICKNEY POINT ROAD), GO 1.0 MILE WESTERLY ON STICKNEY POINT ROAD TO
 AG7640'ITS JUNCTION WITH STATE ROAD 789 (MIDNITE PASS ROAD), GO 2.7 MILES
 AG7640'SOUTHERLY ON MIDNITE PASS ROAD TO THE MIDNITE PASS MARINA AND THE
 AG7640'MARK.  THE MARK BEARS 14.0 FEET SOUTH OF THE CENTER OF A FORK-LIFT
 AG7640'BOAT RAMP, 26.0 FEET NORTH OF THE SOUTH END OF THE SEAWALL, AND 55.3
 AG7640'FEET NORTHEAST OF THE SOUTHEAST CORNER OF A LARGE METAL BOAT HANGAR.
 AG7640
 AG7640                          STATION RECOVERY (2008)
 AG7640
 AG7640'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG7640'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1850 ***********************************************************************
 DL1850  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1850  DESIGNATION -  872 5985 H TIDAL
 DL1850  PID         -  DL1850
 DL1850  STATE/COUNTY-  FL/SARASOTA
 DL1850  COUNTRY     -  US
 DL1850  USGS QUAD   -  BIRD KEYS (2018)
 DL1850
 DL1850                         *CURRENT SURVEY CONTROL
 DL1850  ______________________________________________________________________
 DL1850* NAD 83(1986) POSITION- 27 13 10.4    (N) 082 30 55.8    (W)   HD_HELD2
 DL1850* NAVD 88 ORTHO HEIGHT -     1.237 (meters)        4.06  (feet) ADJUSTED
 DL1850  ______________________________________________________________________
 DL1850  GEOID HEIGHT    -        -24.178 (meters)                     GEOID18
 DL1850  DYNAMIC HEIGHT  -          1.235 (meters)        4.05  (feet) COMP
 DL1850  MODELED GRAVITY -    979,127.3   (mgal)                       NAVD 88
 DL1850
 DL1850  VERT ORDER      -  FIRST     CLASS II
 DL1850
 DL1850.The horizontal coordinates were established by autonomous hand held GPS
 DL1850.observations and have an estimated accuracy of +/- 10 meters.
 DL1850
 DL1850.The orthometric height was determined by differential leveling and
 DL1850.adjusted by the NATIONAL GEODETIC SURVEY
 DL1850.in July 2009.
 DL1850
 DL1850.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1850.GEOID18 height accuracy estimate available here.
 DL1850
 DL1850.This Tidal Bench Mark is designated as VM 19938
 DL1850.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1850
 DL1850.Click photographs - Photos may exist for this station.
 DL1850
 DL1850.The dynamic height is computed by dividing the NAVD 88
 DL1850.geopotential number by the normal gravity value computed on the
 DL1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1850.degrees latitude (g = 980.6199 gals.).
 DL1850
 DL1850.The modeled gravity was interpolated from observed gravity values.
 DL1850
 DL1850;                    North         East    Units  Estimated Accuracy
 DL1850;SPC FL W     -   319,836.      148,936.      MT  (+/- 10 meters HH2 GPS)
 DL1850
 DL1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4992211661(NAD 83)
 DL1850
 DL1850                          SUPERSEDED SURVEY CONTROL
 DL1850
 DL1850.No superseded survey control is available for this station.
 DL1850
 DL1850_MARKER: DD = SURVEY DISK
 DL1850_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DL1850+WITH SETTING: PAVEMENT
 DL1850_SP_SET: FLAG POLE BASE
 DL1850_STAMPING: 5985 H 2008
 DL1850_MARK LOGO: FLDEP
 DL1850_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1850+STABILITY: SURFACE MOTION
 DL1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1850+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2008
 DL1850
 DL1850  HISTORY     - Date     Condition        Report By
 DL1850  HISTORY     - 20080221 MONUMENTED       FLDEP
 DL1850
 DL1850                          STATION DESCRIPTION
 DL1850
 DL1850'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DL1850'THE MARK IS IN SIESTA KEY, SARASOTA, IN SECTION 32, TOWNSHIP 37 SOUTH,
 DL1850'RANGE 18 EAST.
 DL1850'
 DL1850'TO REACH THE MARK FROM THE INTERSECTION OF SOUTH TAMIAMI TRAIL (U.S.
 DL1850'HIGHWAY 41) AND STICKNEY POINT ROAD (STATE HIGHWAY 72) IN SARASOTA, GO
 DL1850'SOUTHWEST ON STICKNEY POINT ROAD (STATE HIGHWAY 72) FOR 0.95 MI (1.5
 DL1850'KM) TO THE T-JUNCTION OF MIDNIGHT PASS ROAD, TURN LEFT ON MIDNIGHT
 DL1850'PASS ROAD AND GO SOUTHEAST FOR 2.55 MI (4.1 KM) TO THE JUNCTION OF
 DL1850'TURTLE BEACH ROAD ON THE RIGHT AND THE MARK ON THE RIGHT, SET FLUSH IN
 DL1850'THE TOP OF THE CONCRETE BASE OF A LARGE FLAG POLE AND LEVEL WITH
 DL1850'MIDNIGHT PASS ROAD.
 DL1850'
 DL1850'LOCATED ABOUT 102.0 FT (31.1 M) WEST OF A NOS BENCH MARK STAMPED 5985
 DL1850'G 1983, 74.2 FT (22.6 M) WEST OF THE CENTERLINE OF MIDNIGHT PASS ROAD,
 DL1850'55.6 FT (16.9 M) SOUTH OF THE CENTERLINE OF TURTLE BEACH ROAD, 43.7 FT
 DL1850'(13.3 M) NORTH OF THE NORTHEAST CORNER OF THE BEACH RESTROOMS
 DL1850'BUILDING, 39.6 FT (12.1 M) EAST OF THE EAST EDGE OF A 4.0 FT (1.2 M)
 DL1850'CONCRETE SIDEWALK LEADING TO THE RESTROOMS AND 1.0 FT (0.3 M) SOUTH OF
 DL1850'THE FLAG POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7742 ***********************************************************************
 AG7742  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7742  DESIGNATION -  872 6045 A TIDAL
 AG7742  PID         -  AG7742
 AG7742  STATE/COUNTY-  FL/SARASOTA
 AG7742  COUNTRY     -  US
 AG7742  USGS QUAD   -  SARASOTA (2018)
 AG7742
 AG7742                         *CURRENT SURVEY CONTROL
 AG7742  ______________________________________________________________________
 AG7742* NAD 83(1986) POSITION- 27 17 33.     (N) 082 32 19.     (W)   SCALED
 AG7742* NAVD 88 ORTHO HEIGHT -     1.050 (meters)        3.44  (feet) ADJUSTED
 AG7742  ______________________________________________________________________
 AG7742  GEOID HEIGHT    -        -24.298 (meters)                     GEOID18
 AG7742  DYNAMIC HEIGHT  -          1.049 (meters)        3.44  (feet) COMP
 AG7742  MODELED GRAVITY -    979,129.2   (mgal)                       NAVD 88
 AG7742
 AG7742  VERT ORDER      -  SECOND    CLASS I
 AG7742
 AG7742.The horizontal coordinates were scaled from a map and have
 AG7742.an estimated accuracy of +/- 6 seconds.
 AG7742
 AG7742.The orthometric height was determined by differential leveling and
 AG7742.adjusted by the NATIONAL GEODETIC SURVEY
 AG7742.in June 1991.
 AG7742
 AG7742.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7742.GEOID18 height accuracy estimate available here.
 AG7742
 AG7742.This Tidal Bench Mark is designated as VM 6112
 AG7742.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7742
 AG7742.Click photographs - Photos may exist for this station.
 AG7742
 AG7742.The dynamic height is computed by dividing the NAVD 88
 AG7742.geopotential number by the normal gravity value computed on the
 AG7742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7742.degrees latitude (g = 980.6199 gals.).
 AG7742
 AG7742.The modeled gravity was interpolated from observed gravity values.
 AG7742
 AG7742;                    North         East    Units  Estimated Accuracy
 AG7742;SPC FL W     -   327,930.      146,680.      MT  (+/- 180 meters Scaled)
 AG7742
 AG7742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL477197(NAD 83)
 AG7742
 AG7742                          SUPERSEDED SURVEY CONTROL
 AG7742
 AG7742.No superseded survey control is available for this station.
 AG7742
 AG7742_MARKER: DJ = TIDAL STATION DISK
 AG7742_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7742_SP_SET: SEAWALL
 AG7742_STAMPING: 6045 A 1977
 AG7742_MARK LOGO: NOS
 AG7742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7742+STABILITY: SURFACE MOTION
 AG7742
 AG7742  HISTORY     - Date     Condition        Report By
 AG7742  HISTORY     - 1977     MONUMENTED       NOS
 AG7742  HISTORY     - 1983     GOOD             FLDNR
 AG7742  HISTORY     - 20020709 MARK NOT FOUND   USPSQD
 AG7742
 AG7742                          STATION DESCRIPTION
 AG7742
 AG7742'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7742'IN SARASOTA.
 AG7742'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72, GO
 AG7742'2.35 MILES NORTH ON U.S. 41 TO THE JUNCTION OF KENILWORTH STREET, GO
 AG7742'0.5 MILE WEST ON KENILWORTH STREET TO THE REAGLE LAGOON BOAT BASIN AND
 AG7742'THE MARK.  THE MARK BEARS 28.8 FEET WEST OF THE SOUTHWEST CORNER OF A
 AG7742'BOAT HOIST, 5.9 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE
 AG7742'BOATHOUSE, AND 19 FEET WEST OF THE END OF THE BOAT SLIP.
 AG7742
 AG7742                          STATION RECOVERY (2002)
 AG7742
 AG7742'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7742'STATION IS 8 INCHES UNDER WOOD DECK NEXT TO IRON RAIL
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7741 ***********************************************************************
 AG7741  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7741  DESIGNATION -  872 6045 B TIDAL
 AG7741  PID         -  AG7741
 AG7741  STATE/COUNTY-  FL/SARASOTA
 AG7741  COUNTRY     -  US
 AG7741  USGS QUAD   -  SARASOTA (2018)
 AG7741
 AG7741                         *CURRENT SURVEY CONTROL
 AG7741  ______________________________________________________________________
 AG7741* NAD 83(1986) POSITION- 27 17 33.     (N) 082 32 19.     (W)   SCALED
 AG7741* NAVD 88 ORTHO HEIGHT -     1.029 (meters)        3.38  (feet) ADJUSTED
 AG7741  ______________________________________________________________________
 AG7741  GEOID HEIGHT    -        -24.298 (meters)                     GEOID18
 AG7741  DYNAMIC HEIGHT  -          1.028 (meters)        3.37  (feet) COMP
 AG7741  MODELED GRAVITY -    979,129.2   (mgal)                       NAVD 88
 AG7741
 AG7741  VERT ORDER      -  SECOND    CLASS I
 AG7741
 AG7741.The horizontal coordinates were scaled from a map and have
 AG7741.an estimated accuracy of +/- 6 seconds.
 AG7741
 AG7741.The orthometric height was determined by differential leveling and
 AG7741.adjusted by the NATIONAL GEODETIC SURVEY
 AG7741.in June 1991.
 AG7741
 AG7741.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7741.GEOID18 height accuracy estimate available here.
 AG7741
 AG7741.This Tidal Bench Mark is designated as VM 6113
 AG7741.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7741
 AG7741.Click photographs - Photos may exist for this station.
 AG7741
 AG7741.The dynamic height is computed by dividing the NAVD 88
 AG7741.geopotential number by the normal gravity value computed on the
 AG7741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7741.degrees latitude (g = 980.6199 gals.).
 AG7741
 AG7741.The modeled gravity was interpolated from observed gravity values.
 AG7741
 AG7741;                    North         East    Units  Estimated Accuracy
 AG7741;SPC FL W     -   327,930.      146,680.      MT  (+/- 180 meters Scaled)
 AG7741
 AG7741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL477197(NAD 83)
 AG7741
 AG7741                          SUPERSEDED SURVEY CONTROL
 AG7741
 AG7741.No superseded survey control is available for this station.
 AG7741
 AG7741_MARKER: DJ = TIDAL STATION DISK
 AG7741_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7741_SP_SET: SEAWALL
 AG7741_STAMPING: 6045 B 1977
 AG7741_MARK LOGO: NOS
 AG7741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7741+STABILITY: SURFACE MOTION
 AG7741
 AG7741  HISTORY     - Date     Condition        Report By
 AG7741  HISTORY     - 1977     MONUMENTED       NOS
 AG7741  HISTORY     - 1983     GOOD             FLDNR
 AG7741  HISTORY     - 20020709 MARK NOT FOUND   USPSQD
 AG7741
 AG7741                          STATION DESCRIPTION
 AG7741
 AG7741'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7741'IN SARASOTA.
 AG7741'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72, GO
 AG7741'2.35 MILES NORTH ON U.S. 41 TO THE JUNCTION OF KENILWORTH STREET, GO
 AG7741'0.5 MILE WEST ON KENILWORTH STREET TO THE REAGLE LAGOON BOAT BASIN AND
 AG7741'THE MARK.  THE MARK BEARS 6 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF
 AG7741'THE BOAT HOIST, 30 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AG7741'BOATHOUSE, AND 17.7 FEET WEST OF THE END OF THE BOAT SLIP.
 AG7741
 AG7741                          STATION RECOVERY (2002)
 AG7741
 AG7741'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7741'STATION IS 8 INCHES UNDER WOOD DECK NEXT TO IRON RAIL
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7740 ***********************************************************************
 AG7740  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7740  DESIGNATION -  872 6045 C TIDAL
 AG7740  PID         -  AG7740
 AG7740  STATE/COUNTY-  FL/SARASOTA
 AG7740  COUNTRY     -  US
 AG7740  USGS QUAD   -  SARASOTA (2018)
 AG7740
 AG7740                         *CURRENT SURVEY CONTROL
 AG7740  ______________________________________________________________________
 AG7740* NAD 83(1986) POSITION- 27 17 33.     (N) 082 32 19.     (W)   SCALED
 AG7740* NAVD 88 ORTHO HEIGHT -     0.764 (meters)        2.51  (feet) ADJUSTED
 AG7740  ______________________________________________________________________
 AG7740  GEOID HEIGHT    -        -24.298 (meters)                     GEOID18
 AG7740  DYNAMIC HEIGHT  -          0.763 (meters)        2.50  (feet) COMP
 AG7740  MODELED GRAVITY -    979,129.2   (mgal)                       NAVD 88
 AG7740
 AG7740  VERT ORDER      -  SECOND    CLASS I
 AG7740
 AG7740.The horizontal coordinates were scaled from a map and have
 AG7740.an estimated accuracy of +/- 6 seconds.
 AG7740
 AG7740.The orthometric height was determined by differential leveling and
 AG7740.adjusted by the NATIONAL GEODETIC SURVEY
 AG7740.in June 1991.
 AG7740
 AG7740.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7740.GEOID18 height accuracy estimate available here.
 AG7740
 AG7740.This Tidal Bench Mark is designated as VM 6114
 AG7740.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7740
 AG7740.Click photographs - Photos may exist for this station.
 AG7740
 AG7740.The dynamic height is computed by dividing the NAVD 88
 AG7740.geopotential number by the normal gravity value computed on the
 AG7740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7740.degrees latitude (g = 980.6199 gals.).
 AG7740
 AG7740.The modeled gravity was interpolated from observed gravity values.
 AG7740
 AG7740;                    North         East    Units  Estimated Accuracy
 AG7740;SPC FL W     -   327,930.      146,680.      MT  (+/- 180 meters Scaled)
 AG7740
 AG7740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL477197(NAD 83)
 AG7740
 AG7740                          SUPERSEDED SURVEY CONTROL
 AG7740
 AG7740.No superseded survey control is available for this station.
 AG7740
 AG7740_MARKER: DJ = TIDAL STATION DISK
 AG7740_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7740_SP_SET: SEAWALL
 AG7740_STAMPING: 6045 C 1977
 AG7740_MARK LOGO: NOS
 AG7740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7740+STABILITY: SURFACE MOTION
 AG7740
 AG7740  HISTORY     - Date     Condition        Report By
 AG7740  HISTORY     - 1977     MONUMENTED       NOS
 AG7740  HISTORY     - 1983     GOOD             FLDNR
 AG7740  HISTORY     - 20020709 GOOD             USPSQD
 AG7740
 AG7740                          STATION DESCRIPTION
 AG7740
 AG7740'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7740'IN SARASOTA.
 AG7740'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72, GO
 AG7740'2.35 MILES NORTH ON U.S. 41 TO THE JUNCTION OF KENILWORTH STREET, GO
 AG7740'0.5 MILE WEST ON KENILWORTH STREET TO THE REAGLE LAGOON BOAT BASIN AND
 AG7740'THE MARK.  THE MARK BEARS 61.8 FEET SOUTHEAST OF THE SOUTHEAST CORNER
 AG7740'OF THE BOATHOUSE, 71 FEET SOUTHWEST OF THE END OF THE DRIVE, AND 104
 AG7740'FEET WEST OF TIDAL BENCH MARK 6045 E 1977.
 AG7740
 AG7740                          STATION RECOVERY (2002)
 AG7740
 AG7740'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7740'BOATHOUSE IS NOW GUEST HOUSE IN GATED COMMUNITY
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7739 ***********************************************************************
 AG7739  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7739  DESIGNATION -  872 6045 E TIDAL
 AG7739  PID         -  AG7739
 AG7739  STATE/COUNTY-  FL/SARASOTA
 AG7739  COUNTRY     -  US
 AG7739  USGS QUAD   -  SARASOTA (2018)
 AG7739
 AG7739                         *CURRENT SURVEY CONTROL
 AG7739  ______________________________________________________________________
 AG7739* NAD 83(1986) POSITION- 27 17 33.     (N) 082 32 19.     (W)   SCALED
 AG7739* NAVD 88 ORTHO HEIGHT -     0.747 (meters)        2.45  (feet) ADJUSTED
 AG7739  ______________________________________________________________________
 AG7739  GEOID HEIGHT    -        -24.298 (meters)                     GEOID18
 AG7739  DYNAMIC HEIGHT  -          0.746 (meters)        2.45  (feet) COMP
 AG7739  MODELED GRAVITY -    979,129.2   (mgal)                       NAVD 88
 AG7739
 AG7739  VERT ORDER      -  SECOND    CLASS I
 AG7739
 AG7739.The horizontal coordinates were scaled from a map and have
 AG7739.an estimated accuracy of +/- 6 seconds.
 AG7739
 AG7739.The orthometric height was determined by differential leveling and
 AG7739.adjusted by the NATIONAL GEODETIC SURVEY
 AG7739.in June 1991.
 AG7739
 AG7739.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7739.GEOID18 height accuracy estimate available here.
 AG7739
 AG7739.This Tidal Bench Mark is designated as VM 6115
 AG7739.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7739
 AG7739.Click photographs - Photos may exist for this station.
 AG7739
 AG7739.The dynamic height is computed by dividing the NAVD 88
 AG7739.geopotential number by the normal gravity value computed on the
 AG7739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7739.degrees latitude (g = 980.6199 gals.).
 AG7739
 AG7739.The modeled gravity was interpolated from observed gravity values.
 AG7739
 AG7739;                    North         East    Units  Estimated Accuracy
 AG7739;SPC FL W     -   327,930.      146,680.      MT  (+/- 180 meters Scaled)
 AG7739
 AG7739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL477197(NAD 83)
 AG7739
 AG7739                          SUPERSEDED SURVEY CONTROL
 AG7739
 AG7739.No superseded survey control is available for this station.
 AG7739
 AG7739_MARKER: DJ = TIDAL STATION DISK
 AG7739_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7739_SP_SET: SEAWALL
 AG7739_STAMPING: 6045 E 1977
 AG7739_MARK LOGO: NOS
 AG7739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7739+STABILITY: SURFACE MOTION
 AG7739
 AG7739  HISTORY     - Date     Condition        Report By
 AG7739  HISTORY     - 1977     MONUMENTED       NOS
 AG7739  HISTORY     - 1983     GOOD             FLDNR
 AG7739  HISTORY     - 20020709 GOOD             USPSQD
 AG7739
 AG7739                          STATION DESCRIPTION
 AG7739
 AG7739'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7739'IN SARASOTA.
 AG7739'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72, GO
 AG7739'2.35 MILES NORTH ON U.S. 41 TO THE JUNCTION OF KENILWORTH STREET, GO
 AG7739'0.5 MILE WEST ON KENILWORTH STREET TO THE REAGLE LAGOON BOAT BASIN AND
 AG7739'THE MARK.  THE MARK BEARS 16 FEET SOUTH OF THE CENTERLINE OF THE
 AG7739'DRIVE, 70.7 FEET SOUTHWEST OF A POWER POLE, AND 104 FEET EAST OF TIDAL
 AG7739'BENCH MARK 6045 C 1977.
 AG7739
 AG7739                          STATION RECOVERY (2002)
 AG7739
 AG7739'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7739'CRAWL INDER FOOT BRIDGE TO SEAWALL CORNER STATION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7738 ***********************************************************************
 AG7738  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7738  DESIGNATION -  872 6045 F TIDAL
 AG7738  PID         -  AG7738
 AG7738  STATE/COUNTY-  FL/SARASOTA
 AG7738  COUNTRY     -  US
 AG7738  USGS QUAD   -  SARASOTA (2018)
 AG7738
 AG7738                         *CURRENT SURVEY CONTROL
 AG7738  ______________________________________________________________________
 AG7738* NAD 83(1986) POSITION- 27 17 33.     (N) 082 32 19.     (W)   SCALED
 AG7738* NAVD 88 ORTHO HEIGHT -     0.701 (meters)        2.30  (feet) ADJUSTED
 AG7738  ______________________________________________________________________
 AG7738  GEOID HEIGHT    -        -24.298 (meters)                     GEOID18
 AG7738  DYNAMIC HEIGHT  -          0.699 (meters)        2.29  (feet) COMP
 AG7738  MODELED GRAVITY -    979,129.2   (mgal)                       NAVD 88
 AG7738
 AG7738  VERT ORDER      -  SECOND    CLASS I
 AG7738
 AG7738.The horizontal coordinates were scaled from a map and have
 AG7738.an estimated accuracy of +/- 6 seconds.
 AG7738
 AG7738.The orthometric height was determined by differential leveling and
 AG7738.adjusted by the NATIONAL GEODETIC SURVEY
 AG7738.in June 1991.
 AG7738
 AG7738.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7738.GEOID18 height accuracy estimate available here.
 AG7738
 AG7738.This Tidal Bench Mark is designated as VM 6116
 AG7738.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7738
 AG7738.Click photographs - Photos may exist for this station.
 AG7738
 AG7738.The dynamic height is computed by dividing the NAVD 88
 AG7738.geopotential number by the normal gravity value computed on the
 AG7738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7738.degrees latitude (g = 980.6199 gals.).
 AG7738
 AG7738.The modeled gravity was interpolated from observed gravity values.
 AG7738
 AG7738;                    North         East    Units  Estimated Accuracy
 AG7738;SPC FL W     -   327,930.      146,680.      MT  (+/- 180 meters Scaled)
 AG7738
 AG7738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL477197(NAD 83)
 AG7738
 AG7738                          SUPERSEDED SURVEY CONTROL
 AG7738
 AG7738.No superseded survey control is available for this station.
 AG7738
 AG7738_MARKER: DJ = TIDAL STATION DISK
 AG7738_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7738_SP_SET: SEAWALL
 AG7738_STAMPING: 6045 F 1977
 AG7738_MARK LOGO: NOS
 AG7738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7738+STABILITY: SURFACE MOTION
 AG7738
 AG7738  HISTORY     - Date     Condition        Report By
 AG7738  HISTORY     - 1977     MONUMENTED       NOS
 AG7738  HISTORY     - 1983     GOOD             FLDNR
 AG7738  HISTORY     - 20020709 GOOD             USPSQD
 AG7738
 AG7738                          STATION DESCRIPTION
 AG7738
 AG7738'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7738'IN SARASOTA.
 AG7738'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND STATE HIGHWAY 72, GO
 AG7738'2.35 MILES NORTH ON U.S. 41 TO THE JUNCTION OF KENILWORTH STREET, GO
 AG7738'0.5 MILE WEST ON KENILWORTH STREET TO THE REAGLE LAGOON BOAT BASIN AND
 AG7738'THE MARK.  THE MARK BEARS 18 FEET SOUTH OF THE CENTERLINE OF THE DRIVE
 AG7738'AND 38 FEET SOUTHEAST OF POWER POLE 1321.
 AG7738
 AG7738                          STATION RECOVERY (2002)
 AG7738
 AG7738'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7738'LOCATED 92 FT EAST OF E TIDAL
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7714 ***********************************************************************
 AG7714  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7714  DESIGNATION -  872 6083 A TIDAL
 AG7714  PID         -  AG7714
 AG7714  STATE/COUNTY-  FL/SARASOTA
 AG7714  COUNTRY     -  US
 AG7714  USGS QUAD   -  SARASOTA (2018)
 AG7714
 AG7714                         *CURRENT SURVEY CONTROL
 AG7714  ______________________________________________________________________
 AG7714* NAD 83(1986) POSITION- 27 19 56.     (N) 082 32 39.     (W)   SCALED
 AG7714* NAVD 88 ORTHO HEIGHT -     0.661 (meters)        2.17  (feet) ADJUSTED
 AG7714  ______________________________________________________________________
 AG7714  GEOID HEIGHT    -        -24.357 (meters)                     GEOID18
 AG7714  DYNAMIC HEIGHT  -          0.660 (meters)        2.17  (feet) COMP
 AG7714  MODELED GRAVITY -    979,130.3   (mgal)                       NAVD 88
 AG7714
 AG7714  VERT ORDER      -  SECOND    CLASS I
 AG7714
 AG7714.The horizontal coordinates were scaled from a map and have
 AG7714.an estimated accuracy of +/- 6 seconds.
 AG7714
 AG7714.The orthometric height was determined by differential leveling and
 AG7714.adjusted by the NATIONAL GEODETIC SURVEY
 AG7714.in June 1991.
 AG7714
 AG7714.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7714.GEOID18 height accuracy estimate available here.
 AG7714
 AG7714.This Tidal Bench Mark is designated as VM 6122
 AG7714.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7714
 AG7714.Click photographs - Photos may exist for this station.
 AG7714
 AG7714.The dynamic height is computed by dividing the NAVD 88
 AG7714.geopotential number by the normal gravity value computed on the
 AG7714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7714.degrees latitude (g = 980.6199 gals.).
 AG7714
 AG7714.The modeled gravity was interpolated from observed gravity values.
 AG7714
 AG7714;                    North         East    Units  Estimated Accuracy
 AG7714;SPC FL W     -   332,330.      146,150.      MT  (+/- 180 meters Scaled)
 AG7714
 AG7714_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL472241(NAD 83)
 AG7714
 AG7714                          SUPERSEDED SURVEY CONTROL
 AG7714
 AG7714.No superseded survey control is available for this station.
 AG7714
 AG7714_MARKER: DB = BENCH MARK DISK
 AG7714_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7714_SP_SET: SEAWALL
 AG7714_STAMPING: 6083 A 1977
 AG7714_MARK LOGO: NOS
 AG7714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7714+STABILITY: SURFACE MOTION
 AG7714
 AG7714  HISTORY     - Date     Condition        Report By
 AG7714  HISTORY     - 1977     MONUMENTED       NOS
 AG7714  HISTORY     - 1983     GOOD             FLDNR
 AG7714  HISTORY     - 20020603 GOOD             USPSQD
 AG7714  HISTORY     - 20120409 MARK NOT FOUND   CITSAR
 AG7714  HISTORY     - 20120918 MARK NOT FOUND   GEOCAC
 AG7714
 AG7714                          STATION DESCRIPTION
 AG7714
 AG7714'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7714'IN SARASOTA.
 AG7714'THE MARK IS LOCATED IN THE VICINITY OF SARASOTA ISLAND PARK.  THE MARK
 AG7714'IS SET IN THE NORTH SEAWALL OF THE PARK, 9.2 FEET NORTH OF THE NORTH
 AG7714'WALKWAY AROUND THE PARK, 41.8 FEET EAST OF A LAMP POST, AND 240 FEET
 AG7714'WEST OF BENCH MARK 6083 B 1977.
 AG7714
 AG7714                          STATION RECOVERY (2002)
 AG7714
 AG7714'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7714'MARK AT LOCATION NOW STAMPED SO63
 AG7714
 AG7714                          STATION RECOVERY (2012)
 AG7714
 AG7714'RECOVERY NOTE BY CITY OF SARASOTA FLORIDA 2012 (RRH)
 AG7714'GO TO TIES TO BRASS DISK LEAD TO A LARGE AREA OF SPALLED/BROKEN
 AG7714'CONCRETE WITH CIRCULAR REMNANTS OF EPOXY SIMILAR IN COLOR TO THAT
 AG7714'FOUND WITH PID AG7713.  DISK IS GONE.
 AG7714
 AG7714                          STATION RECOVERY (2012)
 AG7714
 AG7714'RECOVERY NOTE BY GEOCACHING 2012 (DEB)
 AG7714'THE CONCRETE SEAWALL IS ERODED AND DEPRESSED AT THE SETTING LOCATION,
 AG7714'THE MARKER IS MISSING
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7713 ***********************************************************************
 AG7713  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7713  DESIGNATION -  872 6083 B TIDAL
 AG7713  PID         -  AG7713
 AG7713  STATE/COUNTY-  FL/SARASOTA
 AG7713  COUNTRY     -  US
 AG7713  USGS QUAD   -  SARASOTA (2018)
 AG7713
 AG7713                         *CURRENT SURVEY CONTROL
 AG7713  ______________________________________________________________________
 AG7713* NAD 83(1986) POSITION- 27 19 55.28   (N) 082 32 38.59   (W)   HD_HELD1
 AG7713* NAVD 88 ORTHO HEIGHT -     0.630 (meters)        2.07  (feet) ADJUSTED
 AG7713  ______________________________________________________________________
 AG7713  GEOID HEIGHT    -        -24.357 (meters)                     GEOID18
 AG7713  DYNAMIC HEIGHT  -          0.630 (meters)        2.07  (feet) COMP
 AG7713  MODELED GRAVITY -    979,130.3   (mgal)                       NAVD 88
 AG7713
 AG7713  VERT ORDER      -  FIRST     CLASS II
 AG7713
 AG7713.The horizontal coordinates were determined by differentially corrected
 AG7713.hand held GPS observations or other comparable positioning techniques
 AG7713.and have an estimated accuracy of +/- 3 meters.
 AG7713
 AG7713.The orthometric height was determined by differential leveling and
 AG7713.adjusted by the NATIONAL GEODETIC SURVEY
 AG7713.in July 2009.
 AG7713
 AG7713.No vertical observational check was made to the station.
 AG7713
 AG7713.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7713.GEOID18 height accuracy estimate available here.
 AG7713
 AG7713.This Tidal Bench Mark is designated as VM 6123
 AG7713.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7713
 AG7713.Click photographs - Photos may exist for this station.
 AG7713
 AG7713.The dynamic height is computed by dividing the NAVD 88
 AG7713.geopotential number by the normal gravity value computed on the
 AG7713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7713.degrees latitude (g = 980.6199 gals.).
 AG7713
 AG7713.The modeled gravity was interpolated from observed gravity values.
 AG7713
 AG7713;                    North         East    Units  Estimated Accuracy
 AG7713;SPC FL W     -   332,309.4     146,162.3     MT  (+/- 3 meters HH1 GPS) 
 AG7713
 AG7713_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4724824155(NAD 83)
 AG7713
 AG7713                          SUPERSEDED SURVEY CONTROL
 AG7713
 AG7713  NAVD 88 (06/15/91)    0.649  (m)            2.13   (f) SUPERSEDED  2 1
 AG7713
 AG7713.Superseded values are not recommended for survey control.
 AG7713
 AG7713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7713.See file dsdata.pdf to determine how the superseded data were derived.
 AG7713
 AG7713_MARKER: DB = BENCH MARK DISK
 AG7713_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7713_SP_SET: SEAWALL
 AG7713_STAMPING: 6083 B 1977
 AG7713_MARK LOGO: NOS
 AG7713_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7713+STABILITY: SURFACE MOTION
 AG7713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7713+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2015
 AG7713
 AG7713  HISTORY     - Date     Condition        Report By
 AG7713  HISTORY     - 1977     MONUMENTED       NOS
 AG7713  HISTORY     - 1983     GOOD             FLDNR
 AG7713  HISTORY     - 20020603 GOOD             USPSQD
 AG7713  HISTORY     - 20071201 GOOD             FLDEP
 AG7713  HISTORY     - 20120409 GOOD             CITSAR
 AG7713  HISTORY     - 20150319 GOOD             BASE9
 AG7713
 AG7713                          STATION DESCRIPTION
 AG7713
 AG7713'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7713'IN SARASOTA.
 AG7713'THE MARK IS LOCATED IN THE VICINITY OF SARASOTA ISLAND PARK.  THE MARK
 AG7713'IS SET IN THE NORTH SEAWALL OF THE PARK, 51 FEET SOUTHWEST OF THE EAST
 AG7713'CORNER OF THE BOAT BASIN, 21 FEET WEST OF A LAMP POST, AND 240 FEET
 AG7713'EAST OF BENCH MARK 6083 A 1977.
 AG7713
 AG7713                          STATION RECOVERY (2002)
 AG7713
 AG7713'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7713'RECOVERED IN GOOD CONDITION.
 AG7713
 AG7713                          STATION RECOVERY (2007)
 AG7713
 AG7713'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7713'THE MARK IS IN SARASOTAS BAYFRONT PARK, IN SECTION 19, TOWNSHIP 36
 AG7713'SOUTH, RANGE 18 EAST.
 AG7713'
 AG7713'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (NORTH TAMIAMI
 AG7713'TRAIL) AND UNIVERSITY PARKWAY (COUNTY ROAD 610) IN SARASOTA, GO SOUTH
 AG7713'ON U.S. HIGHWAY 41 (NORTH TAMIAMI TRAIL) FOR 4.1 MI (6.6 KM) TO THE
 AG7713'INTERSECTION OF GULF STREAM BOULEVARD (JOHN RINGLING BOULEVARD, COUNTY
 AG7713'ROAD 789), CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 (SOUTH TAMIAMI TRAIL,
 AG7713'BAY FRONT DRIVE) FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF RINGLING
 AG7713'BOULEVARD ON THE LEFT AND THE SARASOTA BAYFRONT PARK ENTRANCE ON THE
 AG7713'RIGHT, TURN RIGHT INTO THE SARASOTA BAYFRONT PARK AND GO SOUTHWEST FOR
 AG7713'0.05 MI (0.1 KM) TO A CIRCULAR DRIVE AND PARKING AREA AROUND A LARGE
 AG7713'WATER FOUNTAIN, NOW BY WALKING SOUTHWESTERLY ON A 12.0 FT (3.7 M)
 AG7713'PEDESTRIAN WALKWAY PASSING BENEATH A DECORATIVE ARCHWAY THEN BEARING
 AG7713'RIGHT ALONG THE SOUTH EDGE OF THE BOAT BASIN TO THE MARK ON THE RIGHT,
 AG7713'SET FLUSH IN THE TOP OF A CONCRETE SEAWALL WEST-SOUTHWEST OF THE
 AG7713'ARCHWAY AND LEVEL WITH THE PEDESTRIAN WALKWAY.
 AG7713'
 AG7713'LOCATED 136.4 FT (41.6 M) WEST OF A FLDEP SURVEY DISK STAMPED 6083 H
 AG7713'2007, 100.4 FT (30.6 M) NORTHWEST OF A NOS BENCH MARK STAMPED 6089 C
 AG7713'1977, 51.0 FT (15.5 M) SOUTHWEST OF THE EAST CORNER OF THE BOAT BASIN
 AG7713'AND 21.0 FT (6.4 M) WEST OF A LAMP POST.
 AG7713
 AG7713                          STATION RECOVERY (2012)
 AG7713
 AG7713'RECOVERY NOTE BY CITY OF SARASOTA FLORIDA 2012 (RRH)
 AG7713'RECOVERY NOTES SHOULD BE CORRECTED TO SAY 21.0 FT EAST OF LAMP POST
 AG7713'RATHER THAN WEST.  ALSO, THE POINT LIES 51.0 FT NORTHWEST OF THE WEST
 AG7713'CORNER RATHER THAN SOUTHWEST OF THE EAST CORNER.
 AG7713
 AG7713                          STATION RECOVERY (2015)
 AG7713
 AG7713'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2015 (DRD)
 AG7713'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7712 ***********************************************************************
 AG7712  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7712  DESIGNATION -  872 6083 C TIDAL
 AG7712  PID         -  AG7712
 AG7712  STATE/COUNTY-  FL/SARASOTA
 AG7712  COUNTRY     -  US
 AG7712  USGS QUAD   -  SARASOTA (2018)
 AG7712
 AG7712                         *CURRENT SURVEY CONTROL
 AG7712  ______________________________________________________________________
 AG7712* NAD 83(1986) POSITION- 27 19 54.9    (N) 082 32 37.6    (W)   HD_HELD2
 AG7712* NAVD 88 ORTHO HEIGHT -     0.713 (meters)        2.34  (feet) ADJUSTED
 AG7712  ______________________________________________________________________
 AG7712  GEOID HEIGHT    -        -24.357 (meters)                     GEOID18
 AG7712  DYNAMIC HEIGHT  -          0.712 (meters)        2.34  (feet) COMP
 AG7712  MODELED GRAVITY -    979,130.3   (mgal)                       NAVD 88
 AG7712
 AG7712  VERT ORDER      -  FIRST     CLASS II
 AG7712
 AG7712.The horizontal coordinates were established by autonomous hand held GPS
 AG7712.observations and have an estimated accuracy of +/- 10 meters.
 AG7712
 AG7712.The orthometric height was determined by differential leveling and
 AG7712.adjusted by the NATIONAL GEODETIC SURVEY
 AG7712.in June 1991.
 AG7712
 AG7712.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7712.GEOID18 height accuracy estimate available here.
 AG7712
 AG7712.This Tidal Bench Mark is designated as VM 6124
 AG7712.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7712
 AG7712.Click photographs - Photos may exist for this station.
 AG7712
 AG7712.The dynamic height is computed by dividing the NAVD 88
 AG7712.geopotential number by the normal gravity value computed on the
 AG7712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7712.degrees latitude (g = 980.6199 gals.).
 AG7712
 AG7712.The modeled gravity was interpolated from observed gravity values.
 AG7712
 AG7712;                    North         East    Units  Estimated Accuracy
 AG7712;SPC FL W     -   332,298.      146,189.      MT  (+/- 10 meters HH2 GPS)
 AG7712
 AG7712_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4727524143(NAD 83)
 AG7712
 AG7712                          SUPERSEDED SURVEY CONTROL
 AG7712
 AG7712.No superseded survey control is available for this station.
 AG7712
 AG7712_MARKER: DB = BENCH MARK DISK
 AG7712_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7712_SP_SET: SEAWALL
 AG7712_STAMPING: 6083 C 1977
 AG7712_MARK LOGO: NOS
 AG7712_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7712+STABILITY: SURFACE MOTION
 AG7712_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7712+SATELLITE: SATELLITE OBSERVATIONS - April 09, 2012
 AG7712
 AG7712  HISTORY     - Date     Condition        Report By
 AG7712  HISTORY     - 1977     MONUMENTED       NOS
 AG7712  HISTORY     - 1983     GOOD             FLDNR
 AG7712  HISTORY     - 20020603 GOOD             USPSQD
 AG7712  HISTORY     - 20071201 GOOD             FLDEP
 AG7712  HISTORY     - 20120409 GOOD             CITSAR
 AG7712
 AG7712                          STATION DESCRIPTION
 AG7712
 AG7712'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7712'IN SARASOTA.
 AG7712'THE MARK IS LOCATED IN THE VICINITY OF SARASOTA ISLAND PARK.  THE MARK
 AG7712'IS SET IN THE SOUTH SEAWALL OF THE PARK, 32 FEET SOUTHEAST OF THE
 AG7712'WALKWAY MEDIAN, 128 FEET NORTH OF THE NORTHEAST CORNER OF A SNACK BAR,
 AG7712'61.5 FEET SOUTHWEST OF THE NORTHEAST END OF THE SEAWALL, AND 360 FEET
 AG7712'SOUTH OF BENCH MARK 6083 E 1977.
 AG7712
 AG7712                          STATION RECOVERY (2002)
 AG7712
 AG7712'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7712'RECOVERED IN GOOD CONDITION.
 AG7712
 AG7712                          STATION RECOVERY (2007)
 AG7712
 AG7712'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7712'THE MARK IS IN SARASOTAS BAYFRONT PARK, IN SECTION 19, TOWNSHIP 36
 AG7712'SOUTH, RANGE 18 EAST.
 AG7712'
 AG7712'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (NORTH TAMIAMI
 AG7712'TRAIL) AND UNIVERSITY PARKWAY (COUNTY ROAD 610) IN SARASOTA, GO SOUTH
 AG7712'ON U.S. HIGHWAY 41 (NORTH TAMIAMI TRAIL) FOR 4.1 MI (6.6 KM) TO THE
 AG7712'INTERSECTION GULF STREAM BOULEVARD (JOHN RINGLING BOULEVARD, COUNTY
 AG7712'ROAD 789), CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 (SOUTH TAMIAMI TRAIL,
 AG7712'BAY FRONT DRIVE) FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF RINGLING
 AG7712'BOULEVARD ON THE LEFT AND THE SARASOTA BAYFRONT PARK ENTRANCE ON THE
 AG7712'RIGHT, TURN RIGHT INTO THE SARASOTA BAYFRONT PARK AND GO SOUTHWEST FOR
 AG7712'0.05 MI (0.1 KM) TO A CIRCULAR DRIVE AND PARKING AREA AROUND A LARGE
 AG7712'WATER FOUNTAIN, NOW BY WALKING SOUTHWESTERLY ON A 12.0 FT (3.7 M)
 AG7712'PEDESTRIAN WALKWAY PASSING BENEATH A DECORATIVE ARCHWAY TO THE MARK ON
 AG7712'THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE SEAWALL SOUTHWEST OF THE
 AG7712'ARCHWAY AND 1.0 FT (0.3 M) BELOW THE LEVEL OF THE PEDESTRIAN WALKWAY.
 AG7712'LOCATED 100.4 FT (30.6 M) SOUTHEAST OF A NOS BENCH MARK STAMPED 6083 B
 AG7712'1977, 61.0 FT (18.6 M) SOUTHWEST OF A FLDEP SURVEY DISK STAMPED 6083 H
 AG7712'2007, 32.0 FT (9.8 M) SOUTHEAST OF THE WALKWAY MEDIAN, 61.5 FT (18.7
 AG7712'M) SOUTHWEST OF THE EAST END OF THE SEAWALL AND 1.5 FT (0.5 M)
 AG7712'NORTHEAST OF THE WEST END OF THE SEAWALL.
 AG7712
 AG7712                          STATION RECOVERY (2012)
 AG7712
 AG7712'RECOVERY NOTE BY CITY OF SARASOTA FLORIDA 2012 (RRH)
 AG7712'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7710 ***********************************************************************
 AG7710  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7710  DESIGNATION -  872 6083 G TIDAL
 AG7710  PID         -  AG7710
 AG7710  STATE/COUNTY-  FL/SARASOTA
 AG7710  COUNTRY     -  US
 AG7710  USGS QUAD   -  SARASOTA (2018)
 AG7710
 AG7710                         *CURRENT SURVEY CONTROL
 AG7710  ______________________________________________________________________
 AG7710* NAD 83(1986) POSITION- 27 20 03.     (N) 082 32 39.     (W)   SCALED
 AG7710* NAVD 88 ORTHO HEIGHT -     1.944 (meters)        6.38  (feet) ADJUSTED
 AG7710  ______________________________________________________________________
 AG7710  GEOID HEIGHT    -        -24.360 (meters)                     GEOID18
 AG7710  DYNAMIC HEIGHT  -          1.941 (meters)        6.37  (feet) COMP
 AG7710  MODELED GRAVITY -    979,130.4   (mgal)                       NAVD 88
 AG7710
 AG7710  VERT ORDER      -  SECOND    CLASS I
 AG7710
 AG7710.The horizontal coordinates were scaled from a map and have
 AG7710.an estimated accuracy of +/- 6 seconds.
 AG7710
 AG7710.The orthometric height was determined by differential leveling and
 AG7710.adjusted by the NATIONAL GEODETIC SURVEY
 AG7710.in June 1991.
 AG7710
 AG7710.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7710.GEOID18 height accuracy estimate available here.
 AG7710
 AG7710.This Tidal Bench Mark is designated as VM 6126
 AG7710.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7710
 AG7710.Click photographs - Photos may exist for this station.
 AG7710
 AG7710.The dynamic height is computed by dividing the NAVD 88
 AG7710.geopotential number by the normal gravity value computed on the
 AG7710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7710.degrees latitude (g = 980.6199 gals.).
 AG7710
 AG7710.The modeled gravity was interpolated from observed gravity values.
 AG7710
 AG7710;                    North         East    Units  Estimated Accuracy
 AG7710;SPC FL W     -   332,550.      146,150.      MT  (+/- 180 meters Scaled)
 AG7710
 AG7710_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL472243(NAD 83)
 AG7710
 AG7710                          SUPERSEDED SURVEY CONTROL
 AG7710
 AG7710.No superseded survey control is available for this station.
 AG7710
 AG7710_MARKER: DD = SURVEY DISK
 AG7710_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7710+WITH SETTING: PAVEMENT
 AG7710_SP_SET: WAR MEMORIAL BASE
 AG7710_STAMPING: 6083 G 1982
 AG7710_MARK LOGO: NOS
 AG7710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7710+STABILITY: SURFACE MOTION
 AG7710
 AG7710  HISTORY     - Date     Condition        Report By
 AG7710  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7710  HISTORY     - 20020603 MARK NOT FOUND   USPSQD
 AG7710
 AG7710                          STATION DESCRIPTION
 AG7710
 AG7710'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7710'IN SARASOTA.
 AG7710'THE MARK IS LOCATED IN THE VICINITY OF SARASOTA ISLAND PARK.  THE MARK
 AG7710'IS SET IN THE BASE FOR A WAR MEMORIAL ACROSS U.S. HIGHWAY 41 FROM THE
 AG7710'PARK AND MARINA JACKS RESTAURANT, 103.3 FEET NORTH-NORTHEAST OF THE
 AG7710'CENTERLINE OF U.S. 41 NORTHBOUND, 75.6 FEET SOUTHWEST OF THE
 AG7710'CENTERLINE OF GULFSTREAM AVENUE, AND 17.4 FEET NORTH OF THE NORTHEAST
 AG7710'CORNER OF A TIERED PLATFORM.
 AG7710
 AG7710                          STATION RECOVERY (2002)
 AG7710
 AG7710'RECOVERY NOTE BY US POWER SQUADRON 2002
 AG7710'UNDER PAVEMENT
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1787 ***********************************************************************
 DL1787  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1787  DESIGNATION -  872 6083 H TIDAL
 DL1787  PID         -  DL1787
 DL1787  STATE/COUNTY-  FL/SARASOTA
 DL1787  COUNTRY     -  US
 DL1787  USGS QUAD   -  SARASOTA (2018)
 DL1787
 DL1787                         *CURRENT SURVEY CONTROL
 DL1787  ______________________________________________________________________
 DL1787* NAD 83(1986) POSITION- 27 19 55.29   (N) 082 32 37.08   (W)   HD_HELD1
 DL1787* NAVD 88 ORTHO HEIGHT -     0.813 (meters)        2.67  (feet) ADJUSTED
 DL1787  ______________________________________________________________________
 DL1787  GEOID HEIGHT    -        -24.357 (meters)                     GEOID18
 DL1787  DYNAMIC HEIGHT  -          0.812 (meters)        2.66  (feet) COMP
 DL1787  MODELED GRAVITY -    979,130.3   (mgal)                       NAVD 88
 DL1787
 DL1787  VERT ORDER      -  FIRST     CLASS II
 DL1787
 DL1787.The horizontal coordinates were determined by differentially corrected
 DL1787.hand held GPS observations or other comparable positioning techniques
 DL1787.and have an estimated accuracy of +/- 3 meters.
 DL1787
 DL1787.The orthometric height was determined by differential leveling and
 DL1787.adjusted by the NATIONAL GEODETIC SURVEY
 DL1787.in July 2009.
 DL1787
 DL1787.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1787.GEOID18 height accuracy estimate available here.
 DL1787
 DL1787.This Tidal Bench Mark is designated as VM 19941
 DL1787.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1787
 DL1787.Click photographs - Photos may exist for this station.
 DL1787
 DL1787.The dynamic height is computed by dividing the NAVD 88
 DL1787.geopotential number by the normal gravity value computed on the
 DL1787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1787.degrees latitude (g = 980.6199 gals.).
 DL1787
 DL1787.The modeled gravity was interpolated from observed gravity values.
 DL1787
 DL1787;                    North         East    Units  Estimated Accuracy
 DL1787;SPC FL W     -   332,309.5     146,203.8     MT  (+/- 3 meters HH1 GPS) 
 DL1787
 DL1787_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4728924155(NAD 83)
 DL1787
 DL1787                          SUPERSEDED SURVEY CONTROL
 DL1787
 DL1787.No superseded survey control is available for this station.
 DL1787
 DL1787_MARKER: DD = SURVEY DISK
 DL1787_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1787_SP_SET: SEAWALL
 DL1787_STAMPING: 6083 H 2007
 DL1787_MARK LOGO: FLDEP
 DL1787_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1787+STABILITY: SURFACE MOTION
 DL1787_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1787+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2015
 DL1787
 DL1787  HISTORY     - Date     Condition        Report By
 DL1787  HISTORY     - 20071212 MONUMENTED       FLDEP
 DL1787  HISTORY     - 20120409 GOOD             CITSAR
 DL1787  HISTORY     - 20150319 GOOD             BASE9
 DL1787
 DL1787                          STATION DESCRIPTION
 DL1787
 DL1787'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1787'THE MARK IS IN SARASOTAS BAYFRONT PARK, IN SECTION 19, TOWNSHIP 36
 DL1787'SOUTH, RANGE 18 EAST.
 DL1787'
 DL1787'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (NORTH TAMIAMI
 DL1787'TRAIL) AND UNIVERSITY PARKWAY (COUNTY ROAD 610) IN SARASOTA, GO SOUTH
 DL1787'ON U.S. HIGHWAY 41 (NORTH TAMIAMI TRAIL) FOR 4.1 MI (6.6 KM) TO THE
 DL1787'INTERSECTION OF GULF STREAM BOULEVARD (JOHN RINGLING BOULEVARD, COUNTY
 DL1787'ROAD 789), CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 (SOUTH TAMIAMI TRAIL,
 DL1787'BAY FRONT DRIVE) FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF RINGLING
 DL1787'BOULEVARD ON THE LEFT AND THE SARASOTA BAYFRONT PARK ENTRANCE ON THE
 DL1787'RIGHT, TURN RIGHT INTO THE SARASOTA BAYFRONT PARK AND GO SOUTHWEST FOR
 DL1787'0.05 MI (0.1 KM) TO A CIRCULAR DRIVE AND PARKING AREA AROUND A LARGE
 DL1787'WATER FOUNTAIN, NOW BY WALKING GO SOUTHWESTERLY ON A 12.0 FT (3.7 M)
 DL1787'PEDESTRIAN WALKWAY PASSING BENEATH A DECORATIVE ARCHWAY TO THE MARK ON
 DL1787'THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE SEAWALL JUST SOUTHWEST OF
 DL1787'THE ARCHWAY AND 2.0 FT (0.6 M) BELOW THE LEVEL OF THE PEDESTRIAN
 DL1787'WALKWAY.
 DL1787'
 DL1787'LOCATED 136.4 FT (41.6 M) EAST OF A NOS BENCH MARK STAMPED 6083 B
 DL1787'1977, 61.0 FT (18.6 M) NORTHEAST OF A NOS BENCH MARK STAMPED 6083 C
 DL1787'1977, 22.3 FT (6.8 M) SOUTHEAST OF THE SOUTH EDGE OF THE 12.0 FT (3.7
 DL1787'M) PEDESTRIAN WALKWAY AND 0.95 FT (0.3 M) SOUTHWEST OF THE EAST END OF
 DL1787'THE SEAWALL.
 DL1787
 DL1787                          STATION RECOVERY (2012)
 DL1787
 DL1787'RECOVERY NOTE BY CITY OF SARASOTA FLORIDA 2012 (RRH)
 DL1787'RECOVERED IN GOOD CONDITION.
 DL1787
 DL1787                          STATION RECOVERY (2015)
 DL1787
 DL1787'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2015 (DRD)
 DL1787'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1786 ***********************************************************************
 DL1786  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1786  DESIGNATION -  872 6083 J TIDAL
 DL1786  PID         -  DL1786
 DL1786  STATE/COUNTY-  FL/SARASOTA
 DL1786  COUNTRY     -  US
 DL1786  USGS QUAD   -  SARASOTA (2018)
 DL1786
 DL1786                         *CURRENT SURVEY CONTROL
 DL1786  ______________________________________________________________________
 DL1786* NAD 83(1986) POSITION- 27 19 58.61   (N) 082 32 35.19   (W)   HD_HELD1
 DL1786* NAVD 88 ORTHO HEIGHT -     1.913 (meters)        6.28  (feet) ADJUSTED
 DL1786  ______________________________________________________________________
 DL1786  GEOID HEIGHT    -        -24.359 (meters)                     GEOID18
 DL1786  DYNAMIC HEIGHT  -          1.910 (meters)        6.27  (feet) COMP
 DL1786  MODELED GRAVITY -    979,130.3   (mgal)                       NAVD 88
 DL1786
 DL1786  VERT ORDER      -  FIRST     CLASS II
 DL1786
 DL1786.The horizontal coordinates were determined by differentially corrected
 DL1786.hand held GPS observations or other comparable positioning techniques
 DL1786.and have an estimated accuracy of +/- 3 meters.
 DL1786
 DL1786.The orthometric height was determined by differential leveling and
 DL1786.adjusted by the NATIONAL GEODETIC SURVEY
 DL1786.in July 2009.
 DL1786
 DL1786.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1786.GEOID18 height accuracy estimate available here.
 DL1786
 DL1786.This Tidal Bench Mark is designated as VM 19942
 DL1786.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1786
 DL1786.Click photographs - Photos may exist for this station.
 DL1786
 DL1786.The dynamic height is computed by dividing the NAVD 88
 DL1786.geopotential number by the normal gravity value computed on the
 DL1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1786.degrees latitude (g = 980.6199 gals.).
 DL1786
 DL1786.The modeled gravity was interpolated from observed gravity values.
 DL1786
 DL1786;                    North         East    Units  Estimated Accuracy
 DL1786;SPC FL W     -   332,411.4     146,256.2     MT  (+/- 3 meters HH1 GPS) 
 DL1786
 DL1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4734224257(NAD 83)
 DL1786
 DL1786                          SUPERSEDED SURVEY CONTROL
 DL1786
 DL1786.No superseded survey control is available for this station.
 DL1786
 DL1786_MARKER: DD = SURVEY DISK
 DL1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1786_STAMPING: 6083 J 2008
 DL1786_MARK LOGO: FLDEP
 DL1786_PROJECTION: FLUSH
 DL1786_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1786+STABILITY: SURFACE MOTION
 DL1786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1786+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2015
 DL1786
 DL1786  HISTORY     - Date     Condition        Report By
 DL1786  HISTORY     - 20080112 MONUMENTED       FLDEP
 DL1786  HISTORY     - 20150319 GOOD             BASE9
 DL1786
 DL1786                          STATION DESCRIPTION
 DL1786
 DL1786'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DL1786'THE MARK IS IN SARASOTAS BAYFRONT PARK, IN SECTION 19, TOWNSHIP 36
 DL1786'SOUTH, RANGE 18 EAST.
 DL1786'
 DL1786'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (NORTH TAMIAMI
 DL1786'TRAIL) AND UNIVERSITY PARKWAY (COUNTY ROAD 610) IN SARASOTA, GO SOUTH
 DL1786'ON U.S. HIGHWAY 41 (NORTH TAMIAMI TRAIL) FOR 4.1 MI (6.6 KM) TO THE
 DL1786'INTERSECTION OF GULF STREAM BOULEVARD (JOHN RINGLING BOULEVARD, COUNTY
 DL1786'ROAD 789), CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 (SOUTH TAMIAMI TRAIL,
 DL1786'BAY FRONT DRIVE) FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF RINGLING
 DL1786'BOULEVARD ON THE LEFT AND THE MARK ON THE RIGHT, SET IN THE TOP OF A
 DL1786'ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH U.S.
 DL1786'HIGHWAY 41.
 DL1786'
 DL1786'LOCATED ABOUT 61.0 FT (18.6 M) NORTHWEST OF THE CENTERLINE OF THE
 DL1786'ENTRANCE DRIVE OF SARASOTAS BAYFRONT PARK, 33.6 FT (10.2 M) SOUTHWEST
 DL1786'OF THE CENTERLINE OF U.S. HIGHWAY 41 (BAYFRONT DRIVE), 23.0 FT (7.0 M)
 DL1786'NORTH-NORTHWEST OF THE BASE OF A MAST ARM TRAFFIC SIGNAL AND 1.6 FT
 DL1786'(0.5 M) NORTH OF A CARSONITE WITNESS POST.
 DL1786'
 DL1786'NOTE A MAGNET WAS BURIED ON THE SOUTH SIDE OF THE MONUMENT.
 DL1786
 DL1786                          STATION RECOVERY (2015)
 DL1786
 DL1786'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2015 (DRD)
 DL1786'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1785 ***********************************************************************
 DL1785  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1785  DESIGNATION -  872 6083 K TIDAL
 DL1785  PID         -  DL1785
 DL1785  STATE/COUNTY-  FL/SARASOTA
 DL1785  COUNTRY     -  US
 DL1785  USGS QUAD   -  SARASOTA (2018)
 DL1785
 DL1785                         *CURRENT SURVEY CONTROL
 DL1785  ______________________________________________________________________
 DL1785* NAD 83(1986) POSITION- 27 19 58.01   (N) 082 32 33.07   (W)   HD_HELD1
 DL1785* NAVD 88 ORTHO HEIGHT -     2.392 (meters)        7.85  (feet) ADJUSTED
 DL1785  ______________________________________________________________________
 DL1785  GEOID HEIGHT    -        -24.359 (meters)                     GEOID18
 DL1785  DYNAMIC HEIGHT  -          2.388 (meters)        7.83  (feet) COMP
 DL1785  MODELED GRAVITY -    979,130.3   (mgal)                       NAVD 88
 DL1785
 DL1785  VERT ORDER      -  FIRST     CLASS II
 DL1785
 DL1785.The horizontal coordinates were determined by differentially corrected
 DL1785.hand held GPS observations or other comparable positioning techniques
 DL1785.and have an estimated accuracy of +/- 3 meters.
 DL1785
 DL1785.The orthometric height was determined by differential leveling and
 DL1785.adjusted by the NATIONAL GEODETIC SURVEY
 DL1785.in July 2009.
 DL1785
 DL1785.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1785.GEOID18 height accuracy estimate available here.
 DL1785
 DL1785.This Tidal Bench Mark is designated as VM 19943
 DL1785.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1785
 DL1785.Click photographs - Photos may exist for this station.
 DL1785
 DL1785.The dynamic height is computed by dividing the NAVD 88
 DL1785.geopotential number by the normal gravity value computed on the
 DL1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1785.degrees latitude (g = 980.6199 gals.).
 DL1785
 DL1785.The modeled gravity was interpolated from observed gravity values.
 DL1785
 DL1785;                    North         East    Units  Estimated Accuracy
 DL1785;SPC FL W     -   332,392.7     146,314.4     MT  (+/- 3 meters HH1 GPS) 
 DL1785
 DL1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4740024237(NAD 83)
 DL1785
 DL1785                          SUPERSEDED SURVEY CONTROL
 DL1785
 DL1785.No superseded survey control is available for this station.
 DL1785
 DL1785_STAMPING: 6083 K 2008
 DL1785_MARK LOGO: NGS
 DL1785_PROJECTION: RECESSED 5 CENTIMETERS
 DL1785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1785+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2015
 DL1785_ROD/PIPE-DEPTH: 8.5 meters
 DL1785
 DL1785  HISTORY     - Date     Condition        Report By
 DL1785  HISTORY     - 20080112 MONUMENTED       FLDEP
 DL1785  HISTORY     - 20150319 GOOD             BASE9
 DL1785  HISTORY     - 20190702 MARK NOT FOUND   CITSAR
 DL1785
 DL1785                          STATION DESCRIPTION
 DL1785
 DL1785'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DL1785'THE MARK IS IN SARASOTAS BAYFRONT PARK, IN SECTION 19, TOWNSHIP 36
 DL1785'SOUTH, RANGE 18 EAST.
 DL1785'
 DL1785'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (NORTH TAMIAMI
 DL1785'TRAIL) AND UNIVERSITY PARKWAY (COUNTY ROAD 610) IN SARASOTA, GO SOUTH
 DL1785'ON U.S. HIGHWAY 41 (NORTH TAMIAMI TRAIL) FOR 4.1 MI (6.6 KM) TO THE
 DL1785'INTERSECTION OF GULF STREAM BOULEVARD (JOHN RINGLING BOULEVARD, COUNTY
 DL1785'ROAD 789), CONTINUE SOUTHEAST ON U.S. HIGHWAY 41 (SOUTH TAMIAMI TRAIL,
 DL1785'BAY FRONT DRIVE) FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF RINGLING
 DL1785'BOULEVARD ON THE LEFT AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD
 DL1785'DRIVEN TO REFUSAL AT A DEPTH OF 28.0 FT (8.5 M) WITH A NGS LOGO CAP
 DL1785'FLUSH WITH THE GROUND AND 0.6 FT (0.2 M) ABOVE THE LEVEL OF THE U.S.
 DL1785'HIGHWAY 41, THE DATUM POINT IS RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL
 DL1785'OF NGS LOGO CAP.
 DL1785'
 DL1785'LOCATED ABOUT 101.0 FT (30.8 M) WEST-SOUTHWEST OF THE APPROXIMATE
 DL1785'CENTERLINE OF GULFSTREAM AVENUE, 56.5 FT (17.2 M) SOUTHEAST OF THE
 DL1785'CENTERLINE OF RINGLING BOULEVARD EASTBOUND LANES, 27.5 FT (8.4 M)
 DL1785'NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 41 (BAYFRONT DRIVE), 20.6
 DL1785'FT (6.3 M) SOUTH OF THE BASE OF A MAST ARM TRAFFIC SIGNAL AND 1.1 FT
 DL1785'(0.3 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DL1785'
 DL1785'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DL1785'
 DL1785'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL1785'LOGO CAP.
 DL1785
 DL1785                          STATION RECOVERY (2015)
 DL1785
 DL1785'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2015 (DRD)
 DL1785'RECOVERED IN GOOD CONDITION.
 DL1785
 DL1785                          STATION RECOVERY (2019)
 DL1785
 DL1785'RECOVERY NOTE BY CITY OF SARASOTA FLORIDA 2019 (RRH)
 DL1785'THERE WAS A MULTIPLE PULL BOX STRUCTURE CONSTRUCTED ON TOP THE
 DL1785'MARKER'S LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1845 ***********************************************************************
 DL1845  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1845  DESIGNATION -  872 6089 A TIDAL
 DL1845  PID         -  DL1845
 DL1845  STATE/COUNTY-  FL/SARASOTA
 DL1845  COUNTRY     -  US
 DL1845  USGS QUAD   -  SARASOTA (2018)
 DL1845
 DL1845                         *CURRENT SURVEY CONTROL
 DL1845  ______________________________________________________________________
 DL1845* NAD 83(1986) POSITION- 27 20 17.95   (N) 082 35 28.29   (W)   HD_HELD1
 DL1845* NAVD 88 ORTHO HEIGHT -     1.233 (meters)        4.05  (feet) ADJUSTED
 DL1845  ______________________________________________________________________
 DL1845  GEOID HEIGHT    -        -24.340 (meters)                     GEOID18
 DL1845  DYNAMIC HEIGHT  -          1.231 (meters)        4.04  (feet) COMP
 DL1845  MODELED GRAVITY -    979,131.3   (mgal)                       NAVD 88
 DL1845
 DL1845  VERT ORDER      -  FIRST     CLASS II
 DL1845
 DL1845.The horizontal coordinates were determined by differentially corrected
 DL1845.hand held GPS observations or other comparable positioning techniques
 DL1845.and have an estimated accuracy of +/- 3 meters.
 DL1845
 DL1845.The orthometric height was determined by differential leveling and
 DL1845.adjusted by the NATIONAL GEODETIC SURVEY
 DL1845.in July 2009.
 DL1845
 DL1845.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1845.GEOID18 height accuracy estimate available here.
 DL1845
 DL1845.This Tidal Bench Mark is designated as VM 19946
 DL1845.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1845
 DL1845.Click photographs - Photos may exist for this station.
 DL1845
 DL1845.The dynamic height is computed by dividing the NAVD 88
 DL1845.geopotential number by the normal gravity value computed on the
 DL1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1845.degrees latitude (g = 980.6199 gals.).
 DL1845
 DL1845.The modeled gravity was interpolated from observed gravity values.
 DL1845
 DL1845;                    North         East    Units  Estimated Accuracy
 DL1845;SPC FL W     -   333,028.3     141,500.8     MT  (+/- 3 meters HH1 GPS) 
 DL1845
 DL1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4259324912(NAD 83)
 DL1845
 DL1845                          SUPERSEDED SURVEY CONTROL
 DL1845
 DL1845.No superseded survey control is available for this station.
 DL1845
 DL1845_STAMPING: 6089 A 2008
 DL1845_MARK LOGO: FLDEP
 DL1845_PROJECTION: FLUSH
 DL1845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1845+SATELLITE: SATELLITE OBSERVATIONS - March 19, 2015
 DL1845
 DL1845  HISTORY     - Date     Condition        Report By
 DL1845  HISTORY     - 20080204 MONUMENTED       FLDEP
 DL1845  HISTORY     - 20150319 GOOD             BASE9
 DL1845  HISTORY     - 20210310 MARK NOT FOUND   USPSQD
 DL1845
 DL1845                          STATION DESCRIPTION
 DL1845
 DL1845'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DL1845'THE MARK IS IN LONGBOAT KEY, IN SECTION 22, TOWNSHIP 36 SOUTH, RANGE
 DL1845'17 EAST.
 DL1845'
 DL1845'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1845'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 DL1845'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 DL1845'AVENUE) FOR 3.95 MI (6.4 KM) TO THE INTERSECTION OF 75TH STREET
 DL1845'NORTHWEST, CONTINUE WEST ON STATE HIGHWAY 64 (MANATEE AVENUE),
 DL1845'CROSSING OVER THREE BRIDGES, FOR 4.35 MI (7.0 KM) TO THE JUNCTION OF
 DL1845'STATE HIGHWAY 789 (EAST BAY DRIVE), TURN LEFT ON STATE HIGHWAY 789
 DL1845'(EAST BAY DRIVE) AND GO SOUTH FOR 0.4 MI (0.6 KM) TO THE TRAFFIC
 DL1845'SIGNAL AT THE JUNCTION OF GULF DRIVE (AT THIS POINT EAST BAY DRIVE
 DL1845'BECOMES GULF DRIVE), CONTINUE SOUTH ON STATE HIGHWAY 789 (GULF DRIVE)
 DL1845'FOR 3.4 MI (5.5 KM) TO THE LONGBOAT KEY BRIDGE (AT THIS POINT GULF
 DL1845'DRIVE BECOMES GULF OF MEXICO DRIVE), CONTINUE SOUTH ACROSS THE BRIDGE
 DL1845'FOR 9.7 MI (15.6 KM) TO THE JUNCTION OF CHANNEL LANE ON THE LEFT AND
 DL1845'THE MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DL1845'FLUSH WITH THE GROUND AND 0.6 FT (0.2 M) BELOW THE LEVEL OF STATE
 DL1845'HIGHWAY 789 (GULF OF MEXICO DRIVE).
 DL1845'
 DL1845'LOCATED ABOUT 289.0 FT (88.1 M) NORTHWEST OF A NGS LOGO STAMPED 6089 B
 DL1845'2008, 138.7 FT (42.3 M) WEST-NORTHWEST OF A FLDOT PREFABRICATED POST
 DL1845'STAMPED BM 27 EL-4.980, 20.7 FT (6.3 M) NORTHEAST OF THE CENTERLINE OF
 DL1845'GULF OF MEXICO DRIVE, 19.6 FT (6.0 M) EAST-SOUTHEAST OF THE CENTERLINE
 DL1845'OF CHANNEL LANE, 2.3 FT (0.7 M) SOUTHWEST OF THE WEST EDGE OF AN 8.0
 DL1845'FT (2.4 M) CONCRETE SIDEWALK AND 1.4 FT (0.4 M) SOUTHWEST OF A
 DL1845'CARSONITE WITNESS POST.
 DL1845
 DL1845                          STATION RECOVERY (2015)
 DL1845
 DL1845'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2015 (DRD)
 DL1845'RECOVERED IN GOOD CONDITION.
 DL1845
 DL1845                          STATION RECOVERY (2021)
 DL1845
 DL1845'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 DL1845'DISK IS MISSING.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1846 ***********************************************************************
 DL1846  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1846  DESIGNATION -  872 6089 B TIDAL
 DL1846  PID         -  DL1846
 DL1846  STATE/COUNTY-  FL/SARASOTA
 DL1846  COUNTRY     -  US
 DL1846  USGS QUAD   -  SARASOTA (2018)
 DL1846
 DL1846                         *CURRENT SURVEY CONTROL
 DL1846  ______________________________________________________________________
 DL1846* NAD 83(1986) POSITION- 27 20 16.2    (N) 082 35 25.5    (W)   HD_HELD2
 DL1846* NAVD 88 ORTHO HEIGHT -     0.907 (meters)        2.98  (feet) ADJUSTED
 DL1846  ______________________________________________________________________
 DL1846  GEOID HEIGHT    -        -24.339 (meters)                     GEOID18
 DL1846  DYNAMIC HEIGHT  -          0.906 (meters)        2.97  (feet) COMP
 DL1846  MODELED GRAVITY -    979,131.3   (mgal)                       NAVD 88
 DL1846
 DL1846  VERT ORDER      -  FIRST     CLASS II
 DL1846
 DL1846.The horizontal coordinates were established by autonomous hand held GPS
 DL1846.observations and have an estimated accuracy of +/- 10 meters.
 DL1846
 DL1846.The orthometric height was determined by differential leveling and
 DL1846.adjusted by the NATIONAL GEODETIC SURVEY
 DL1846.in July 2009.
 DL1846
 DL1846.No vertical observational check was made to the station.
 DL1846
 DL1846.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1846.GEOID18 height accuracy estimate available here.
 DL1846
 DL1846.This Tidal Bench Mark is designated as VM 19947
 DL1846.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1846
 DL1846.Click photographs - Photos may exist for this station.
 DL1846
 DL1846.The dynamic height is computed by dividing the NAVD 88
 DL1846.geopotential number by the normal gravity value computed on the
 DL1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1846.degrees latitude (g = 980.6199 gals.).
 DL1846
 DL1846.The modeled gravity was interpolated from observed gravity values.
 DL1846
 DL1846;                    North         East    Units  Estimated Accuracy
 DL1846;SPC FL W     -   332,974.      141,577.      MT  (+/- 10 meters HH2 GPS)
 DL1846
 DL1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4266924857(NAD 83)
 DL1846
 DL1846                          SUPERSEDED SURVEY CONTROL
 DL1846
 DL1846.No superseded survey control is available for this station.
 DL1846
 DL1846_MARKER: F = FLANGE-ENCASED ROD
 DL1846_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1846_STAMPING: 6089 B 2008
 DL1846_MARK LOGO: NGS
 DL1846_PROJECTION: RECESSED 5 CENTIMETERS
 DL1846_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1846_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1846+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2021
 DL1846_ROD/PIPE-DEPTH: 11.0 meters
 DL1846
 DL1846  HISTORY     - Date     Condition        Report By
 DL1846  HISTORY     - 20080205 MONUMENTED       FLDEP
 DL1846  HISTORY     - 20150319 GOOD             BASE9
 DL1846  HISTORY     - 20190701 GOOD             CITSAR
 DL1846  HISTORY     - 20210310 GOOD             USPSQD
 DL1846
 DL1846                          STATION DESCRIPTION
 DL1846
 DL1846'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DL1846'THE MARK IS IN LONGBOAT KEY, IN SECTION 22, TOWNSHIP 36 SOUTH, RANGE
 DL1846'17 EAST.
 DL1846'
 DL1846'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1846'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 DL1846'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 DL1846'AVENUE) FOR 3.95 MI (6.4 KM) TO THE INTERSECTION OF 75TH STREET
 DL1846'NORTHWEST, CONTINUE WEST ON STATE HIGHWAY 64 (MANATEE AVENUE),
 DL1846'CROSSING OVER THREE BRIDGES, FOR 4.35 MI (7.0 KM) TO THE JUNCTION OF
 DL1846'STATE HIGHWAY 789 (EAST BAY DRIVE), TURN LEFT ON STATE HIGHWAY 789
 DL1846'(EAST BAY DRIVE) AND GO SOUTH FOR 0.4 MI (0.6 KM) TO THE TRAFFIC
 DL1846'SIGNAL AT THE JUNCTION OF GULF DRIVE (AT THIS POINT EAST BAY DRIVE
 DL1846'BECOMES GULF DRIVE), CONTINUE SOUTH ON STATE HIGHWAY 789 (GULF DRIVE)
 DL1846'FOR 3.4 MI (5.5 KM) TO THE LONGBOAT KEY BRIDGE (AT THIS POINT GULF
 DL1846'DRIVE BECOMES GULF OF MEXICO DRIVE), CONTINUE SOUTH ACROSS THE BRIDGE
 DL1846'FOR 9.7 MI (15.6 KM) TO THE JUNCTION OF CHANNEL LANE ON THE LEFT AND
 DL1846'THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DL1846'DEPTH OF 36.0 FT (11.0 M) WITH A NGS LOGO CAP FLUSH WITH THE GROUND
 DL1846'AND 1.0 FT (0.3 M) BELOW THE LEVEL OF STATE HIGHWAY 789 (GULF OF
 DL1846'MEXICO DRIVE), THE DATUM POINT IS RECESSED 0.2 FT (0.1 M) BELOW THE
 DL1846'LEVEL OF THE NGS LOGO CAP.
 DL1846'
 DL1846'LOCATED ABOUT 309.0 FT (94.2 M) SOUTHEAST OF THE EXTENDED CENTERLINE
 DL1846'OF CHANNEL LANE, ABOUT 289.0 FT (88.1 M) SOUTHEAST OF A FLDEP SURVEY
 DL1846'DISK STAMPED 6089 A 2008, 14.4 FT (4.4 M) SOUTHWEST OF THE CENTERLINE
 DL1846'OF GULF OF MEXICO DRIVE SOUTHBOUND LANE, 10.4 FT (3.2 M)
 DL1846'SOUTH-SOUTHEAST OF A PK NAIL IN THE CENTERLINE OF THE BIKE LANE AND
 DL1846'10.6 FT (3.2 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DL1846'
 DL1846'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DL1846'
 DL1846'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL1846'LOGO CAP.
 DL1846
 DL1846                          STATION RECOVERY (2015)
 DL1846
 DL1846'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2015 (RLS)
 DL1846'RECOVERED IN GOOD CONDITION.
 DL1846
 DL1846                          STATION RECOVERY (2019)
 DL1846
 DL1846'RECOVERY NOTE BY CITY OF SARASOTA FLORIDA 2019 (RRH)
 DL1846'RECOVERED IN GOOD CONDITION.
 DL1846
 DL1846                          STATION RECOVERY (2021)
 DL1846
 DL1846'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 DL1846'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1847 ***********************************************************************
 DL1847  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1847  DESIGNATION -  872 6089 C TIDAL
 DL1847  PID         -  DL1847
 DL1847  STATE/COUNTY-  FL/SARASOTA
 DL1847  COUNTRY     -  US
 DL1847  USGS QUAD   -  SARASOTA (2018)
 DL1847
 DL1847                         *CURRENT SURVEY CONTROL
 DL1847  ______________________________________________________________________
 DL1847* NAD 83(1986) POSITION- 27 20 16.99   (N) 082 35 24.60   (W)   HD_HELD1
 DL1847* NAVD 88 ORTHO HEIGHT -     1.329 (meters)        4.36  (feet) ADJUSTED
 DL1847  ______________________________________________________________________
 DL1847  GEOID HEIGHT    -        -24.340 (meters)                     GEOID18
 DL1847  DYNAMIC HEIGHT  -          1.327 (meters)        4.35  (feet) COMP
 DL1847  MODELED GRAVITY -    979,131.3   (mgal)                       NAVD 88
 DL1847
 DL1847  VERT ORDER      -  FIRST     CLASS II
 DL1847
 DL1847.The horizontal coordinates were determined by differentially corrected
 DL1847.hand held GPS observations or other comparable positioning techniques
 DL1847.and have an estimated accuracy of +/- 3 meters.
 DL1847
 DL1847.The orthometric height was determined by differential leveling and
 DL1847.adjusted by the NATIONAL GEODETIC SURVEY
 DL1847.in July 2009.
 DL1847
 DL1847.No vertical observational check was made to the station.
 DL1847
 DL1847.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1847.GEOID18 height accuracy estimate available here.
 DL1847
 DL1847.This Tidal Bench Mark is designated as VM 19948
 DL1847.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1847
 DL1847.Click photographs - Photos may exist for this station.
 DL1847
 DL1847.The dynamic height is computed by dividing the NAVD 88
 DL1847.geopotential number by the normal gravity value computed on the
 DL1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1847.degrees latitude (g = 980.6199 gals.).
 DL1847
 DL1847.The modeled gravity was interpolated from observed gravity values.
 DL1847
 DL1847;                    North         East    Units  Estimated Accuracy
 DL1847;SPC FL W     -   332,998.3     141,602.1     MT  (+/- 3 meters HH1 GPS) 
 DL1847
 DL1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4269424881(NAD 83)
 DL1847
 DL1847                          SUPERSEDED SURVEY CONTROL
 DL1847
 DL1847.No superseded survey control is available for this station.
 DL1847
 DL1847_MARKER: DD = SURVEY DISK
 DL1847_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL1847_SP_SET: CURB
 DL1847_STAMPING: 6089 C 2008
 DL1847_MARK LOGO: FLDEP
 DL1847_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1847_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1847+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2021
 DL1847
 DL1847  HISTORY     - Date     Condition        Report By
 DL1847  HISTORY     - 20080204 MONUMENTED       FLDEP
 DL1847  HISTORY     - 20150319 GOOD             BASE9
 DL1847  HISTORY     - 20210310 GOOD             USPSQD
 DL1847
 DL1847                          STATION DESCRIPTION
 DL1847
 DL1847'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DL1847'THE MARK IS IN LONGBOAT KEY, IN SECTION 22, TOWNSHIP 36 SOUTH, RANGE
 DL1847'17 EAST.
 DL1847'
 DL1847'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1847'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 DL1847'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 DL1847'AVENUE) FOR 3.95 MI (6.4 KM) TO THE INTERSECTION OF 75TH STREET
 DL1847'NORTHWEST, CONTINUE WEST ON STATE HIGHWAY 64 (MANATEE AVENUE),
 DL1847'CROSSING OVER THREE BRIDGES, FOR 4.35 MI (7.0 KM) TO THE JUNCTION OF
 DL1847'STATE HIGHWAY 789 (EAST BAY DRIVE), TURN LEFT ON STATE HIGHWAY 789
 DL1847'(EAST BAY DRIVE) AND GO SOUTH FOR 0.4 MI (0.6 KM) TO THE TRAFFIC
 DL1847'SIGNAL AT THE JUNCTION OF GULF DRIVE (AT THIS POINT EAST BAY DRIVE
 DL1847'BECOMES GULF DRIVE), CONTINUE SOUTH ON STATE HIGHWAY 789 (GULF DRIVE)
 DL1847'FOR 3.4 MI (5.5 KM) TO THE LONGBOAT KEY BRIDGE (AT THIS POINT GULF
 DL1847'DRIVE BECOMES GULF OF MEXICO DRIVE), CONTINUE SOUTH ACROSS THE BRIDGE
 DL1847'FOR 9.7 MI (15.6 KM) TO THE JUNCTION OF CHANNEL LANE ON THE LEFT,
 DL1847'CONTINUE SOUTH ON STATE HIGHWAY 789 (GULF OF MEXICO DRIVE) FOR ABOUT
 DL1847'300.0 FT (91.4 M) TO A BP GAS STATION ON THE LEFT AND THE MARK ON THE
 DL1847'LEFT, SET FLUSH IN THE TOP OF THE CURB NEAR THE SOUTHEAST CORNER OF
 DL1847'THE GAS STATION PARKING LOT AND LEVEL WITH THE STATE HIGHWAY 789.
 DL1847'
 DL1847'LOCATED 61.0 FT (18.6 M) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 DL1847'LANE OF STATE HIGHWAY 789 (GULF OF MEXICO DRIVE), 48.6 FT (14.8 M)
 DL1847'NORTHWEST OF THE CENTERLINE OF THE ENTRANCE ROAD TO SPINDRIFT
 DL1847'YACHTS-DRY DOCK WATERFRONT GRILL, 22.6 FT (6.9 M) NORTHEAST OF A PK
 DL1847'NAIL AND DISK IN THE ASPHALT SIDEWALK (GFV LB 021), 7.95 FT (2.4 M)
 DL1847'SOUTHEAST OF THE WEST END OF THE CURB, 3.6 FT (1.1 M) EAST OF A LIGHT
 DL1847'POLE AND 1.6 FT (0.5 M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DL1847
 DL1847                          STATION RECOVERY (2015)
 DL1847
 DL1847'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2015 (RLS)
 DL1847'RECOVERED IN GOOD CONDITION.
 DL1847
 DL1847                          STATION RECOVERY (2021)
 DL1847
 DL1847'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 DL1847'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1858 ***********************************************************************
 DL1858  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1858  DESIGNATION -  872 6089 D TIDAL
 DL1858  PID         -  DL1858
 DL1858  STATE/COUNTY-  FL/SARASOTA
 DL1858  COUNTRY     -  US
 DL1858  USGS QUAD   -  SARASOTA (2018)
 DL1858
 DL1858                         *CURRENT SURVEY CONTROL
 DL1858  ______________________________________________________________________
 DL1858* NAD 83(1986) POSITION- 27 20 21.67   (N) 082 35 21.80   (W)   HD_HELD1
 DL1858* NAVD 88 ORTHO HEIGHT -     0.696 (meters)        2.28  (feet) ADJUSTED
 DL1858  ______________________________________________________________________
 DL1858  GEOID HEIGHT    -        -24.342 (meters)                     GEOID18
 DL1858  DYNAMIC HEIGHT  -          0.695 (meters)        2.28  (feet) COMP
 DL1858  MODELED GRAVITY -    979,131.3   (mgal)                       NAVD 88
 DL1858
 DL1858  VERT ORDER      -  FIRST     CLASS II
 DL1858
 DL1858.The horizontal coordinates were determined by differentially corrected
 DL1858.hand held GPS observations or other comparable positioning techniques
 DL1858.and have an estimated accuracy of +/- 3 meters.
 DL1858
 DL1858.The orthometric height was determined by differential leveling and
 DL1858.adjusted by the NATIONAL GEODETIC SURVEY
 DL1858.in July 2009.
 DL1858
 DL1858.No vertical observational check was made to the station.
 DL1858
 DL1858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1858.GEOID18 height accuracy estimate available here.
 DL1858
 DL1858.This Tidal Bench Mark is designated as VM 19949
 DL1858.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1858
 DL1858.Click photographs - Photos may exist for this station.
 DL1858
 DL1858.The dynamic height is computed by dividing the NAVD 88
 DL1858.geopotential number by the normal gravity value computed on the
 DL1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1858.degrees latitude (g = 980.6199 gals.).
 DL1858
 DL1858.The modeled gravity was interpolated from observed gravity values.
 DL1858
 DL1858;                    North         East    Units  Estimated Accuracy
 DL1858;SPC FL W     -   333,142.0     141,679.7     MT  (+/- 3 meters HH1 GPS) 
 DL1858
 DL1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4277225024(NAD 83)
 DL1858
 DL1858                          SUPERSEDED SURVEY CONTROL
 DL1858
 DL1858.No superseded survey control is available for this station.
 DL1858
 DL1858_MARKER: DD = SURVEY DISK
 DL1858_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1858_SP_SET: SEAWALL
 DL1858_STAMPING: 6089 D 2008
 DL1858_MARK LOGO: FLDEP
 DL1858_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1858+STABILITY: SURFACE MOTION
 DL1858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1858+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2021
 DL1858
 DL1858  HISTORY     - Date     Condition        Report By
 DL1858  HISTORY     - 20080204 MONUMENTED       FLDEP
 DL1858  HISTORY     - 20150319 GOOD             BASE9
 DL1858  HISTORY     - 20210310 GOOD             USPSQD
 DL1858
 DL1858                          STATION DESCRIPTION
 DL1858
 DL1858'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DL1858'THE MARK IS IN LONGBOAT KEY, IN SECTION 22, TOWNSHIP 36 SOUTH, RANGE
 DL1858'17 EAST.
 DL1858'
 DL1858'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1858'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 DL1858'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 DL1858'AVENUE) FOR 3.95 MI (6.4 KM) TO THE INTERSECTION OF 75TH STREET
 DL1858'NORTHWEST, CONTINUE WEST ON STATE HIGHWAY 64 (MANATEE AVENUE),
 DL1858'CROSSING OVER THREE BRIDGES, FOR 4.35 MI (7.0 KM) TO THE JUNCTION OF
 DL1858'STATE HIGHWAY 789 (EAST BAY DRIVE), TURN LEFT ON STATE HIGHWAY 789
 DL1858'(EAST BAY DRIVE) AND GO SOUTH FOR 0.4 MI (0.6 KM) TO THE TRAFFIC
 DL1858'SIGNAL AT THE JUNCTION OF GULF DRIVE (AT THIS POINT EAST BAY DRIVE
 DL1858'BECOMES GULF DRIVE), CONTINUE SOUTH ON STATE HIGHWAY 789 (GULF DRIVE)
 DL1858'FOR 3.4 MI (5.5 KM) TO THE LONGBOAT KEY BRIDGE (AT THIS POINT GULF
 DL1858'DRIVE BECOMES GULF OF MEXICO DRIVE), CONTINUE SOUTH ACROSS THE BRIDGE
 DL1858'FOR 9.7 MI (15.6 KM) TO THE JUNCTION OF CHANNEL LANE ON THE LEFT,
 DL1858'CONTINUE SOUTH ON STATE HIGHWAY 789 (GULF OF MEXICO DRIVE) FOR ABOUT
 DL1858'300.0 FT (91.4 M) TO A BP GAS STATION ON THE LEFT AND THE ENTRANCE
 DL1858'DRIVE OF SPINDRIFT YACHTS-DRY DOCK WATERFRONT GRILL, TURN LEFT ON THE
 DL1858'ENTRANCE DRIVE AND FOLLOW IT TO ITS END AT SPINDRIFT YACHTS SALES
 DL1858'OFFICE AND THE MARK, SET FLUSH IN THE TOP OF THE CONCRETE SEAWALL
 DL1858'DIRECTLY BEHIND THE SALES OFFICE BUILDING.
 DL1858'
 DL1858'LOCATED 59.9 FT (18.3 M) EAST-SOUTHEAST OF THE WEST END OF THE
 DL1858'SEAWALL, 50.6 FT (15.4 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 DL1858'THE SALES OFFICE BUILDING, 24.6 FT (7.5 M) WEST-NORTHWEST OF THE EAST
 DL1858'END OF THE SEAWALL, 11.7 FT (3.6 M) NORTH OF A FIBERGLASS LIGHT POST
 DL1858'AND 4.0 FT (1.2 M) NORTH-NORTHEAST OF THE NORTH EDGE OF A DECORATIVE
 DL1858'BRICK SIDEWALK.
 DL1858
 DL1858                          STATION RECOVERY (2015)
 DL1858
 DL1858'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2015 (DRD)
 DL1858'RECOVERED IN GOOD CONDITION.
 DL1858
 DL1858                          STATION RECOVERY (2021)
 DL1858
 DL1858'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 DL1858'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7398 ***********************************************************************
 AG7398  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7398  DESIGNATION -  872 6089 TIDAL 1
 AG7398  PID         -  AG7398
 AG7398  STATE/COUNTY-  FL/SARASOTA
 AG7398  COUNTRY     -  US
 AG7398  USGS QUAD   -  SARASOTA (2018)
 AG7398
 AG7398                         *CURRENT SURVEY CONTROL
 AG7398  ______________________________________________________________________
 AG7398* NAD 83(1986) POSITION- 27 20 19.     (N) 082 35 23.     (W)   SCALED
 AG7398* NAVD 88 ORTHO HEIGHT -     0.371 (meters)        1.22  (feet) ADJUSTED
 AG7398  ______________________________________________________________________
 AG7398  GEOID HEIGHT    -        -24.341 (meters)                     GEOID18
 AG7398  DYNAMIC HEIGHT  -          0.370 (meters)        1.21  (feet) COMP
 AG7398  MODELED GRAVITY -    979,131.3   (mgal)                       NAVD 88
 AG7398
 AG7398  VERT ORDER      -  SECOND    CLASS I
 AG7398
 AG7398.The horizontal coordinates were scaled from a map and have
 AG7398.an estimated accuracy of +/- 6 seconds.
 AG7398
 AG7398.The orthometric height was determined by differential leveling and
 AG7398.adjusted by the NATIONAL GEODETIC SURVEY
 AG7398.in June 1991.
 AG7398
 AG7398.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7398.GEOID18 height accuracy estimate available here.
 AG7398
 AG7398.This Tidal Bench Mark is designated as VM 6131
 AG7398.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7398
 AG7398.Click photographs - Photos may exist for this station.
 AG7398
 AG7398.The dynamic height is computed by dividing the NAVD 88
 AG7398.geopotential number by the normal gravity value computed on the
 AG7398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7398.degrees latitude (g = 980.6199 gals.).
 AG7398
 AG7398.The modeled gravity was interpolated from observed gravity values.
 AG7398
 AG7398;                    North         East    Units  Estimated Accuracy
 AG7398;SPC FL W     -   333,060.      141,650.      MT  (+/- 180 meters Scaled)
 AG7398
 AG7398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL427249(NAD 83)
 AG7398
 AG7398                          SUPERSEDED SURVEY CONTROL
 AG7398
 AG7398.No superseded survey control is available for this station.
 AG7398
 AG7398_MARKER: DJ = TIDAL STATION DISK
 AG7398_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7398_SP_SET: SEAWALL
 AG7398_STAMPING: NO. 1 1973
 AG7398_MARK LOGO: NOS
 AG7398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7398+STABILITY: SURFACE MOTION
 AG7398
 AG7398  HISTORY     - Date     Condition        Report By
 AG7398  HISTORY     - 1973     MONUMENTED       NOS
 AG7398  HISTORY     - 1979     GOOD             FLDNR
 AG7398  HISTORY     - 1983     GOOD             USPSQD
 AG7398  HISTORY     - 1983     GOOD             FLDNR
 AG7398  HISTORY     - 20020620 MARK NOT FOUND   USPSQD
 AG7398
 AG7398                          STATION DESCRIPTION
 AG7398
 AG7398'DESCRIBED BY FL DEPT OF NAT RES 1979
 AG7398'SARASOTA.
 AG7398'AT LONGBOAT KEY MARINA, THE MARK IS AT THE NORTHWEST CORNER OF THE
 AG7398'SMALL BOAT BASIN, ABOUT 20 FEET NORTHWEST OF THE NORTH SIDE OF THE
 AG7398'BASIN WATER ENTRANCE, ABOUT 45 FEET SOUTHEAST OF THE OFFICE BUILDING,
 AG7398'AND ABOUT 30 FEET SOUTHWEST OF THE BAYFRONT SEAWALL.
 AG7398
 AG7398                          STATION RECOVERY (1983)
 AG7398
 AG7398'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG7398'MARKER DISC IS ON FACE OF MARINA SEAWALL 30 FT. SOUTHWEST OF BAY
 AG7398'FRONT SEAWALL, 20 FT. NORTHWEST OF THE MARINA CHANNEL ENTRANCE.
 AG7398
 AG7398                          STATION RECOVERY (1983)
 AG7398
 AG7398'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7398'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AG7398'INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 780 IN SARASOTA, GO 2.4
 AG7398'MILES SOUTHWEST ALONG STATE ROAD 780 TO THE JUNCTION OF STATE ROAD
 AG7398'789, GO 1.75 MILES NORTHWEST ALONG STATE ROAD 789 TO LONGBOAT KEY
 AG7398'MARINA AND THE MARK.  THE MARK IS LOCATED AT THE NORTHWEST CORNER OF
 AG7398'THE SMALL BOAT BASIN.  THE MARK BEARS 20 FEET NORTHWEST OF THE NORTH
 AG7398'SIDE OF THE BASIN WATER ENTRANCE, 45 FEET SOUTHEAST OF THE OFFICE
 AG7398'BUILDING, AND 30 FEET SOUTHWEST OF THE BAY-FRONT SEAWALL.
 AG7398
 AG7398                          STATION RECOVERY (2002)
 AG7398
 AG7398'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7398'ALL NEW FACILITY CONSTRUCTION
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7399 ***********************************************************************
 AG7399  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7399  DESIGNATION -  872 6089 TIDAL 2
 AG7399  PID         -  AG7399
 AG7399  STATE/COUNTY-  FL/SARASOTA
 AG7399  COUNTRY     -  US
 AG7399  USGS QUAD   -  SARASOTA (2018)
 AG7399
 AG7399                         *CURRENT SURVEY CONTROL
 AG7399  ______________________________________________________________________
 AG7399* NAD 83(1986) POSITION- 27 20 22.47   (N) 082 35 23.62   (W)   HD_HELD1
 AG7399* NAVD 88 ORTHO HEIGHT -     0.688 (meters)        2.26  (feet) ADJUSTED
 AG7399  ______________________________________________________________________
 AG7399  GEOID HEIGHT    -        -24.342 (meters)                     GEOID18
 AG7399  DYNAMIC HEIGHT  -          0.687 (meters)        2.25  (feet) COMP
 AG7399  MODELED GRAVITY -    979,131.4   (mgal)                       NAVD 88
 AG7399
 AG7399  VERT ORDER      -  FIRST     CLASS II
 AG7399
 AG7399.The horizontal coordinates were determined by differentially corrected
 AG7399.hand held GPS observations or other comparable positioning techniques
 AG7399.and have an estimated accuracy of +/- 3 meters.
 AG7399
 AG7399.The orthometric height was determined by differential leveling and
 AG7399.adjusted by the NATIONAL GEODETIC SURVEY
 AG7399.in July 2009.
 AG7399
 AG7399.No vertical observational check was made to the station.
 AG7399
 AG7399.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7399.GEOID18 height accuracy estimate available here.
 AG7399
 AG7399.This Tidal Bench Mark is designated as VM 6132
 AG7399.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7399
 AG7399.Click photographs - Photos may exist for this station.
 AG7399
 AG7399.The dynamic height is computed by dividing the NAVD 88
 AG7399.geopotential number by the normal gravity value computed on the
 AG7399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7399.degrees latitude (g = 980.6199 gals.).
 AG7399
 AG7399.The modeled gravity was interpolated from observed gravity values.
 AG7399
 AG7399;                    North         East    Units  Estimated Accuracy
 AG7399;SPC FL W     -   333,166.9     141,629.8     MT  (+/- 3 meters HH1 GPS) 
 AG7399
 AG7399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4272325049(NAD 83)
 AG7399
 AG7399                          SUPERSEDED SURVEY CONTROL
 AG7399
 AG7399  NAVD 88 (06/15/91)    0.696  (m)            2.28   (f) SUPERSEDED  2 1
 AG7399
 AG7399.Superseded values are not recommended for survey control.
 AG7399
 AG7399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7399.See file dsdata.pdf to determine how the superseded data were derived.
 AG7399
 AG7399_MARKER: DJ = TIDAL STATION DISK
 AG7399_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7399_SP_SET: SEAWALL
 AG7399_STAMPING: 2 1973
 AG7399_MARK LOGO: NOS
 AG7399_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7399+STABILITY: SURFACE MOTION
 AG7399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7399+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2021
 AG7399
 AG7399  HISTORY     - Date     Condition        Report By
 AG7399  HISTORY     - 1973     MONUMENTED       NOS
 AG7399  HISTORY     - 1979     GOOD             FLDNR
 AG7399  HISTORY     - 1983     GOOD             FLDNR
 AG7399  HISTORY     - 20020620 MARK NOT FOUND   USPSQD
 AG7399  HISTORY     - 20050429 GOOD             USPSQD
 AG7399  HISTORY     - 20071214 GOOD             FLDEP
 AG7399  HISTORY     - 20150319 GOOD             BASE9
 AG7399  HISTORY     - 20210310 GOOD             USPSQD
 AG7399
 AG7399                          STATION DESCRIPTION
 AG7399
 AG7399'DESCRIBED BY FL DEPT OF NAT RES 1979
 AG7399'SARASOTA.
 AG7399'AT LONGBOAT KEY MARINA, THE MARK IS SET IN THE TOP OF THE INTERSECTION
 AG7399'OF A SEAWALL AND RETAINER WALL, AND BEARS 3 FEET SOUTHEAST OF SLIGHT
 AG7399'BEND IN THE SEAWALL, ABOUT 20 FEET NORTH OF THE NORTHWEST CORNER OF
 AG7399'THE OFFICE BUILDING.
 AG7399
 AG7399                          STATION RECOVERY (1983)
 AG7399
 AG7399'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7399'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  BEGIN AT THE
 AG7399'INTERSECTION OF U.S. HIGHWAY 41 AND STATE ROAD 780 IN SARASOTA, GO 2.4
 AG7399'MILES SOUTHWEST ALONG STATE ROAD 780 TO THE JUNCTION OF STATE ROAD
 AG7399'789, GO 1.75 MILES NORTHWEST ALONG STATE ROAD 789 TO LONGBOAT KEY
 AG7399'MARINA AND THE MARK.  THE MARK IS LOCATED AT THE INTERSECTION OF THE
 AG7399'16-INCH WIDE SEAWALL AND A 1-FOOT THICK PERPENDICULAR INLAND RETAINER
 AG7399'WALL 24 FEET LONG.  THE MARK BEARS 3 FEET SOUTHEAST OF A SLIGHT BEND
 AG7399'IN THE SEAWALL AND 20 FEET NORTH OF THE NORTHWEST CORNER OF THE OFFICE
 AG7399'BUILDING.
 AG7399
 AG7399                          STATION RECOVERY (2002)
 AG7399
 AG7399'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7399'ALL NEW FACILITY CONSTRUCTION
 AG7399
 AG7399                          STATION RECOVERY (2005)
 AG7399
 AG7399'RECOVERY NOTE BY US POWER SQUADRON 2005 (CAC)
 AG7399'MARK IS DIRECTLY UNDER THE FENCE BETWEEN A NEW MARINA AND THE
 AG7399'ADJOINING CONDOMINIUM, ON TOP OF THE MARINA SEAWALL. THE PERPENDICULAR
 AG7399'WALL NOTED EARLIER IS NOT IN SIGHT. STAMPED 1973.
 AG7399
 AG7399                          STATION RECOVERY (2007)
 AG7399
 AG7399'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7399'RECOVERED AS DESCRIBED.
 AG7399
 AG7399                          STATION RECOVERY (2015)
 AG7399
 AG7399'RECOVERY NOTE BY BASE 9 GEODETIC CONSULTING SERVICE 2015 (DRD)
 AG7399'FENCE MENTIONED IN 2005 RECOVERY HAS BEEN REMOVED.
 AG7399
 AG7399                          STATION RECOVERY (2021)
 AG7399
 AG7399'RECOVERY NOTE BY US POWER SQUADRON 2021 (CAC)
 AG7399'MARK JUST INSIDE OF RESTAURANT'S LOW WHITE FENCE WITH ACCESS GATE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7396 ***********************************************************************
 AG7396  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7396  DESIGNATION -  872 6089 TIDAL 3
 AG7396  PID         -  AG7396
 AG7396  STATE/COUNTY-  FL/SARASOTA
 AG7396  COUNTRY     -  US
 AG7396  USGS QUAD   -  SARASOTA (2018)
 AG7396
 AG7396                         *CURRENT SURVEY CONTROL
 AG7396  ______________________________________________________________________
 AG7396* NAD 83(1986) POSITION- 27 20 11.     (N) 082 35 20.     (W)   SCALED
 AG7396* NAVD 88 ORTHO HEIGHT -     0.678 (meters)        2.22  (feet) ADJUSTED
 AG7396  ______________________________________________________________________
 AG7396  GEOID HEIGHT    -        -24.339 (meters)                     GEOID18
 AG7396  DYNAMIC HEIGHT  -          0.677 (meters)        2.22  (feet) COMP
 AG7396  MODELED GRAVITY -    979,131.2   (mgal)                       NAVD 88
 AG7396
 AG7396  VERT ORDER      -  SECOND    CLASS I
 AG7396
 AG7396.The horizontal coordinates were scaled from a map and have
 AG7396.an estimated accuracy of +/- 6 seconds.
 AG7396
 AG7396.The orthometric height was determined by differential leveling and
 AG7396.adjusted by the NATIONAL GEODETIC SURVEY
 AG7396.in June 1991.
 AG7396
 AG7396.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7396.GEOID18 height accuracy estimate available here.
 AG7396
 AG7396.This Tidal Bench Mark is designated as VM 6133
 AG7396.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7396
 AG7396.Click photographs - Photos may exist for this station.
 AG7396
 AG7396.The dynamic height is computed by dividing the NAVD 88
 AG7396.geopotential number by the normal gravity value computed on the
 AG7396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7396.degrees latitude (g = 980.6199 gals.).
 AG7396
 AG7396.The modeled gravity was interpolated from observed gravity values.
 AG7396
 AG7396;                    North         East    Units  Estimated Accuracy
 AG7396;SPC FL W     -   332,810.      141,730.      MT  (+/- 180 meters Scaled)
 AG7396
 AG7396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL428246(NAD 83)
 AG7396
 AG7396                          SUPERSEDED SURVEY CONTROL
 AG7396
 AG7396.No superseded survey control is available for this station.
 AG7396
 AG7396_MARKER: DJ = TIDAL STATION DISK
 AG7396_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7396_SP_SET: CULVERT HEADWALL
 AG7396_STAMPING: NO. 3 1973
 AG7396_MARK LOGO: NOS
 AG7396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7396+STABILITY: SURFACE MOTION
 AG7396
 AG7396  HISTORY     - Date     Condition        Report By
 AG7396  HISTORY     - 1973     MONUMENTED       NOS
 AG7396  HISTORY     - 1979     GOOD             FLDNR
 AG7396  HISTORY     - 20020620 MARK NOT FOUND   USPSQD
 AG7396
 AG7396                          STATION DESCRIPTION
 AG7396
 AG7396'DESCRIBED BY FL DEPT OF NAT RES 1979
 AG7396'SARASOTA.
 AG7396'LOCATED ABOUT 0.08 MILES SOUTHEAST OF THE ENTRANCE ROAD TO LONGBOAT
 AG7396'KEY MARINA AND ABOUT 0.07 MILES NORTHWEST OF THE ENTRANCE TO LONGBOAT
 AG7396'KEY CLUB AND GOLF COURSE, THE MARK BEARS 18 FEET SOUTHWEST OF THE
 AG7396'CENTERLINE OF STATE ROAD 789, ABOUT 75 FEET SOUTHWEST OF AND ACROSS
 AG7396'HIGHWAY FROM CONCRETE POWER LINE POLE NO. 45G68, AND ABOUT 40 FEET
 AG7396'SOUTHWEST OF A SIMILAR CULVERT ON THE OTHER SIDE OF HIGHWAY.
 AG7396
 AG7396                          STATION RECOVERY (2002)
 AG7396
 AG7396'RECOVERY NOTE BY US POWER SQUADRON 2002 (MDB)
 AG7396'MEASURED FROM POLE, DID NOT SEE MARK AT EDGE OF NEW PAVEMENT
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7691 ***********************************************************************
 AG7691  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7691  DESIGNATION -  872 6159 A TIDAL
 AG7691  PID         -  AG7691
 AG7691  STATE/COUNTY-  FL/MANATEE
 AG7691  COUNTRY     -  US
 AG7691  USGS QUAD   -  BRADENTON (2018)
 AG7691
 AG7691                         *CURRENT SURVEY CONTROL
 AG7691  ______________________________________________________________________
 AG7691* NAD 83(1986) POSITION- 27 24 38.     (N) 082 34 42.     (W)   SCALED
 AG7691* NAVD 88 ORTHO HEIGHT -     1.137 (meters)        3.73  (feet) ADJUSTED
 AG7691  ______________________________________________________________________
 AG7691  GEOID HEIGHT    -        -24.425 (meters)                     GEOID18
 AG7691  DYNAMIC HEIGHT  -          1.136 (meters)        3.73  (feet) COMP
 AG7691  MODELED GRAVITY -    979,134.2   (mgal)                       NAVD 88
 AG7691
 AG7691  VERT ORDER      -  FIRST     CLASS II
 AG7691
 AG7691.The horizontal coordinates were scaled from a map and have
 AG7691.an estimated accuracy of +/- 6 seconds.
 AG7691
 AG7691.The orthometric height was determined by differential leveling and
 AG7691.adjusted by the NATIONAL GEODETIC SURVEY
 AG7691.in June 1991.
 AG7691
 AG7691.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7691.GEOID18 height accuracy estimate available here.
 AG7691
 AG7691.This Tidal Bench Mark is designated as VM 6134
 AG7691.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7691
 AG7691.Click photographs - Photos may exist for this station.
 AG7691
 AG7691.The dynamic height is computed by dividing the NAVD 88
 AG7691.geopotential number by the normal gravity value computed on the
 AG7691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7691.degrees latitude (g = 980.6199 gals.).
 AG7691
 AG7691.The modeled gravity was interpolated from observed gravity values.
 AG7691
 AG7691;                    North         East    Units  Estimated Accuracy
 AG7691;SPC FL W     -   341,030.      142,810.      MT  (+/- 180 meters Scaled)
 AG7691
 AG7691_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL439328(NAD 83)
 AG7691
 AG7691                          SUPERSEDED SURVEY CONTROL
 AG7691
 AG7691.No superseded survey control is available for this station.
 AG7691
 AG7691_MARKER: DB = BENCH MARK DISK
 AG7691_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7691_SP_SET: SEAWALL
 AG7691_STAMPING: 6159 A 1977
 AG7691_MARK LOGO: NOS
 AG7691_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7691+STABILITY: SURFACE MOTION
 AG7691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7691+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2013
 AG7691
 AG7691  HISTORY     - Date     Condition        Report By
 AG7691  HISTORY     - 1977     MONUMENTED       NOS
 AG7691  HISTORY     - 1983     GOOD             FLDNR
 AG7691  HISTORY     - 1989     GOOD             USPSQD
 AG7691  HISTORY     - 1990     GOOD             USPSQD
 AG7691  HISTORY     - 20080207 GOOD             FLDEP
 AG7691  HISTORY     - 20130430 GOOD             FL-081
 AG7691
 AG7691                          STATION DESCRIPTION
 AG7691
 AG7691'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7691'4.5 MI SW FROM ONECO.
 AG7691'BEGIN AT THE JUNCTION OF STATE ROAD 70 WITH U.S. HIGHWAY 301, GO 2.0
 AG7691'MILES SOUTH ON U.S. 301 TO THE INTERSECTION OF WHITFIELD AVENUE, GO
 AG7691'1.8 MILES WEST ON WHITFIELD AVENUE TO THE INTERSECTION OF U.S. HIGHWAY
 AG7691'41, CONTINUE 0.3 MILE SOUTHWEST ON WHITFIELD AVENUE TO THE
 AG7691'INTERSECTION OF WESTMORELAND DRIVE, GO 0.3 MILE NORTHWEST ON
 AG7691'WESTMORELAND DRIVE TO THE JUNCTION OF NORTH ISLES DRIVE, GO 0.05 MILE
 AG7691'SOUTHWEST ON NORTH ISLES DRIVE TO ITS END.  THE MARK BEARS 54 FEET
 AG7691'SOUTHEAST OF THE CENTERLINE OF NORTH ISLES DRIVE, 43.5 FEET NORTHWEST
 AG7691'OF THE NORTHWEST CORNER OF A SWIMMING POOL, 25.8 FEET NORTHEAST OF THE
 AG7691'SOUTHWEST EDGE OF THE SEAWALL, AND 3 FEET SOUTHWEST OF THE NORTHEAST
 AG7691'EDGE OF THE SEAWALL.
 AG7691
 AG7691                          STATION RECOVERY (1989)
 AG7691
 AG7691'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG7691'RECOVERED IN GOOD CONDITION.
 AG7691
 AG7691                          STATION RECOVERY (1990)
 AG7691
 AG7691'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG7691'RECOVERED IN GOOD CONDITION.
 AG7691
 AG7691                          STATION RECOVERY (2008)
 AG7691
 AG7691'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG7691'RECOVERED AS DESCRIBED.
 AG7691
 AG7691                          STATION RECOVERY (2013)
 AG7691
 AG7691'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (KW)
 AG7691'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7692 ***********************************************************************
 AG7692  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7692  DESIGNATION -  872 6159 B TIDAL
 AG7692  PID         -  AG7692
 AG7692  STATE/COUNTY-  FL/MANATEE
 AG7692  COUNTRY     -  US
 AG7692  USGS QUAD   -  BRADENTON (2018)
 AG7692
 AG7692                         *CURRENT SURVEY CONTROL
 AG7692  ______________________________________________________________________
 AG7692* NAD 83(1986) POSITION- 27 24 37.56   (N) 082 34 43.14   (W)   HD_HELD1
 AG7692* NAVD 88 ORTHO HEIGHT -     1.168 (meters)        3.83  (feet) ADJUSTED
 AG7692  ______________________________________________________________________
 AG7692  GEOID HEIGHT    -        -24.425 (meters)                     GEOID18
 AG7692  DYNAMIC HEIGHT  -          1.166 (meters)        3.83  (feet) COMP
 AG7692  MODELED GRAVITY -    979,134.2   (mgal)                       NAVD 88
 AG7692
 AG7692  VERT ORDER      -  FIRST     CLASS II
 AG7692
 AG7692.The horizontal coordinates were determined by differentially corrected
 AG7692.hand held GPS observations or other comparable positioning techniques
 AG7692.and have an estimated accuracy of +/- 3 meters.
 AG7692
 AG7692.The orthometric height was determined by differential leveling and
 AG7692.adjusted by the NATIONAL GEODETIC SURVEY
 AG7692.in June 1991.
 AG7692
 AG7692.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7692.GEOID18 height accuracy estimate available here.
 AG7692
 AG7692.This Tidal Bench Mark is designated as VM 6135
 AG7692.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7692
 AG7692.Click photographs - Photos may exist for this station.
 AG7692
 AG7692.The dynamic height is computed by dividing the NAVD 88
 AG7692.geopotential number by the normal gravity value computed on the
 AG7692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7692.degrees latitude (g = 980.6199 gals.).
 AG7692
 AG7692.The modeled gravity was interpolated from observed gravity values.
 AG7692
 AG7692;                    North         East    Units  Estimated Accuracy
 AG7692;SPC FL W     -   341,013.2     142,778.9     MT  (+/- 3 meters HH1 GPS) 
 AG7692
 AG7692_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4393532885(NAD 83)
 AG7692
 AG7692                          SUPERSEDED SURVEY CONTROL
 AG7692
 AG7692.No superseded survey control is available for this station.
 AG7692
 AG7692_MARKER: DB = BENCH MARK DISK
 AG7692_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7692_SP_SET: SEAWALL
 AG7692_STAMPING: 6159 B 1977
 AG7692_MARK LOGO: NOS
 AG7692_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7692+STABILITY: SURFACE MOTION
 AG7692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7692+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2013
 AG7692
 AG7692  HISTORY     - Date     Condition        Report By
 AG7692  HISTORY     - 1977     MONUMENTED       NOS
 AG7692  HISTORY     - 1983     GOOD             FLDNR
 AG7692  HISTORY     - 1989     GOOD             USPSQD
 AG7692  HISTORY     - 1990     GOOD             USPSQD
 AG7692  HISTORY     - 20080207 GOOD             FLDEP
 AG7692  HISTORY     - 20130430 GOOD             FL-081
 AG7692
 AG7692                          STATION DESCRIPTION
 AG7692
 AG7692'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7692'4.5 MI SW FROM ONECO.
 AG7692'BEGIN AT THE JUNCTION OF STATE ROAD 70 WITH U.S. HIGHWAY 301, GO 2.0
 AG7692'MILES SOUTH ON U.S. 301 TO THE INTERSECTION OF WHITFIELD AVENUE, GO
 AG7692'1.8 MILES WEST ON WHITFIELD AVENUE TO THE INTERSECTION OF U.S. HIGHWAY
 AG7692'41, CONTINUE 0.3 MILE SOUTHWEST ON WHITFIELD AVENUE TO THE
 AG7692'INTERSECTION OF WESTMORELAND DRIVE, GO 0.3 MILE NORTHWEST ON
 AG7692'WESTMORELAND DRIVE TO THE JUNCTION OF NORTH ISLES DRIVE, GO 0.05 MILE
 AG7692'SOUTHWEST ON NORTH ISLES DRIVE TO ITS END.  THE MARK BEARS 34 FEET
 AG7692'NORTHWEST OF THE CENTERLINE OF THE DRIVE AT THE END OF THE PAVEMENT,
 AG7692'29 FEET EAST OF THE WEST EDGE OF THE SEAWALL, AND 0.7 FOOT WEST OF THE
 AG7692'EAST END OF THE SEAWALL.
 AG7692
 AG7692                          STATION RECOVERY (1989)
 AG7692
 AG7692'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG7692'RECOVERED IN GOOD CONDITION.
 AG7692
 AG7692                          STATION RECOVERY (1990)
 AG7692
 AG7692'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG7692'RECOVERED IN GOOD CONDITION.
 AG7692
 AG7692                          STATION RECOVERY (2008)
 AG7692
 AG7692'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG7692'RECOVERED AS DESCRIBED.
 AG7692
 AG7692                          STATION RECOVERY (2013)
 AG7692
 AG7692'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (KW)
 AG7692'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7693 ***********************************************************************
 AG7693  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7693  DESIGNATION -  872 6159 C TIDAL
 AG7693  PID         -  AG7693
 AG7693  STATE/COUNTY-  FL/MANATEE
 AG7693  COUNTRY     -  US
 AG7693  USGS QUAD   -  BRADENTON (2018)
 AG7693
 AG7693                         *CURRENT SURVEY CONTROL
 AG7693  ______________________________________________________________________
 AG7693* NAD 83(1986) POSITION- 27 24 38.     (N) 082 34 42.     (W)   SCALED
 AG7693* NAVD 88 ORTHO HEIGHT -     1.151 (meters)        3.78  (feet) ADJUSTED
 AG7693  ______________________________________________________________________
 AG7693  GEOID HEIGHT    -        -24.425 (meters)                     GEOID18
 AG7693  DYNAMIC HEIGHT  -          1.149 (meters)        3.77  (feet) COMP
 AG7693  MODELED GRAVITY -    979,134.2   (mgal)                       NAVD 88
 AG7693
 AG7693  VERT ORDER      -  SECOND    CLASS I
 AG7693
 AG7693.The horizontal coordinates were scaled from a map and have
 AG7693.an estimated accuracy of +/- 6 seconds.
 AG7693
 AG7693.The orthometric height was determined by differential leveling and
 AG7693.adjusted by the NATIONAL GEODETIC SURVEY
 AG7693.in June 1991.
 AG7693
 AG7693.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7693.GEOID18 height accuracy estimate available here.
 AG7693
 AG7693.This Tidal Bench Mark is designated as VM 6136
 AG7693.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7693
 AG7693.Click photographs - Photos may exist for this station.
 AG7693
 AG7693.The dynamic height is computed by dividing the NAVD 88
 AG7693.geopotential number by the normal gravity value computed on the
 AG7693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7693.degrees latitude (g = 980.6199 gals.).
 AG7693
 AG7693.The modeled gravity was interpolated from observed gravity values.
 AG7693
 AG7693;                    North         East    Units  Estimated Accuracy
 AG7693;SPC FL W     -   341,030.      142,810.      MT  (+/- 180 meters Scaled)
 AG7693
 AG7693_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL439328(NAD 83)
 AG7693
 AG7693                          SUPERSEDED SURVEY CONTROL
 AG7693
 AG7693.No superseded survey control is available for this station.
 AG7693
 AG7693_MARKER: DJ = TIDAL STATION DISK
 AG7693_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7693_SP_SET: SEAWALL
 AG7693_STAMPING: 6159 C 1977
 AG7693_MARK LOGO: NOS
 AG7693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7693+STABILITY: SURFACE MOTION
 AG7693
 AG7693  HISTORY     - Date     Condition        Report By
 AG7693  HISTORY     - 1977     MONUMENTED       NOS
 AG7693  HISTORY     - 1983     GOOD             FLDNR
 AG7693  HISTORY     - 1989     GOOD             USPSQD
 AG7693  HISTORY     - 1990     GOOD             USPSQD
 AG7693  HISTORY     - 20080207 MARK NOT FOUND   FLDEP
 AG7693  HISTORY     - 20130430 MARK NOT FOUND   FL-081
 AG7693
 AG7693                          STATION DESCRIPTION
 AG7693
 AG7693'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7693'4.5 MI SW FROM ONECO.
 AG7693'BEGIN AT THE JUNCTION OF STATE ROAD 70 WITH U.S. HIGHWAY 301, GO 2.0
 AG7693'MILES SOUTH ON U.S. 301 TO THE INTERSECTION OF WHITFIELD AVENUE, GO
 AG7693'1.8 MILES WEST ON WHITFIELD AVENUE TO THE INTERSECTION OF U.S. HIGHWAY
 AG7693'41, CONTINUE 0.3 MILE SOUTHWEST ON WHITFIELD AVENUE TO THE
 AG7693'INTERSECTION OF WESTMORELAND DRIVE, GO 0.3 MILE NORTHWEST ON
 AG7693'WESTMORELAND DRIVE TO THE JUNCTION OF NORTH ISLES DRIVE, GO 0.05 MILE
 AG7693'SOUTHWEST ON NORTH ISLES DRIVE TO ITS END.  THE MARK BEARS 120 FEET
 AG7693'NORTHWEST OF THE CENTERLINE OF NORTH ISLES DRIVE, 96 FEET NORTHWEST OF
 AG7693'THE SOUTH END OF THE SEAWALL, AND IS SET IN THE TOP OF THE SEAWALL,
 AG7693'0.5 FOOT NORTHEAST OF THE SEAWALL AT THE WATERS EDGE.
 AG7693
 AG7693                          STATION RECOVERY (1989)
 AG7693
 AG7693'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG7693'RECOVERED IN GOOD CONDITION.
 AG7693
 AG7693                          STATION RECOVERY (1990)
 AG7693
 AG7693'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG7693'RECOVERED IN GOOD CONDITION.
 AG7693
 AG7693                          STATION RECOVERY (2008)
 AG7693
 AG7693'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG7693'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG7693
 AG7693                          STATION RECOVERY (2013)
 AG7693
 AG7693'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (KW)
 AG7693'AFTER A THOROUGH SEARCH WE WERE UNABLE TO LOCATE THE BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7689 ***********************************************************************
 AG7689  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7689  DESIGNATION -  872 6159 E TIDAL
 AG7689  PID         -  AG7689
 AG7689  STATE/COUNTY-  FL/MANATEE
 AG7689  COUNTRY     -  US
 AG7689  USGS QUAD   -  BRADENTON (2018)
 AG7689
 AG7689                         *CURRENT SURVEY CONTROL
 AG7689  ______________________________________________________________________
 AG7689* NAD 83(1986) POSITION- 27 24 40.1    (N) 082 34 40.6    (W)   HD_HELD2
 AG7689* NAVD 88 ORTHO HEIGHT -     1.217 (meters)        3.99  (feet) ADJUSTED
 AG7689  ______________________________________________________________________
 AG7689  GEOID HEIGHT    -        -24.426 (meters)                     GEOID18
 AG7689  DYNAMIC HEIGHT  -          1.215 (meters)        3.99  (feet) COMP
 AG7689  MODELED GRAVITY -    979,134.2   (mgal)                       NAVD 88
 AG7689
 AG7689  VERT ORDER      -  FIRST     CLASS II
 AG7689
 AG7689.The horizontal coordinates were established by autonomous hand held GPS
 AG7689.observations and have an estimated accuracy of +/- 10 meters.
 AG7689
 AG7689.The orthometric height was determined by differential leveling and
 AG7689.adjusted by the NATIONAL GEODETIC SURVEY
 AG7689.in June 1991.
 AG7689
 AG7689.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7689.GEOID18 height accuracy estimate available here.
 AG7689
 AG7689.This Tidal Bench Mark is designated as VM 6137
 AG7689.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7689
 AG7689.Click photographs - Photos may exist for this station.
 AG7689
 AG7689.The dynamic height is computed by dividing the NAVD 88
 AG7689.geopotential number by the normal gravity value computed on the
 AG7689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7689.degrees latitude (g = 980.6199 gals.).
 AG7689
 AG7689.The modeled gravity was interpolated from observed gravity values.
 AG7689
 AG7689;                    North         East    Units  Estimated Accuracy
 AG7689;SPC FL W     -   341,091.      142,849.      MT  (+/- 10 meters HH2 GPS)
 AG7689
 AG7689_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4400532963(NAD 83)
 AG7689
 AG7689                          SUPERSEDED SURVEY CONTROL
 AG7689
 AG7689.No superseded survey control is available for this station.
 AG7689
 AG7689_MARKER: DB = BENCH MARK DISK
 AG7689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7689_STAMPING: 6159 E 1977
 AG7689_MARK LOGO: NOS
 AG7689_PROJECTION: RECESSED 8 CENTIMETERS
 AG7689_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7689+STABILITY: SURFACE MOTION
 AG7689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7689+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2013
 AG7689
 AG7689  HISTORY     - Date     Condition        Report By
 AG7689  HISTORY     - 1977     MONUMENTED       NOS
 AG7689  HISTORY     - 1983     GOOD             FLDNR
 AG7689  HISTORY     - 20080207 GOOD             FLDEP
 AG7689  HISTORY     - 20130430 GOOD             FL-081
 AG7689
 AG7689                          STATION DESCRIPTION
 AG7689
 AG7689'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7689'4.4 MI SW FROM ONECO.
 AG7689'BEGIN AT THE JUNCTION OF STATE ROAD 70 WITH U.S. HIGHWAY 301, GO 2.0
 AG7689'MILES SOUTH ON U.S. 301 TO THE INTERSECTION OF WHITFIELD AVENUE, GO
 AG7689'1.8 MILES WEST ON WHITFIELD AVENUE TO THE INTERSECTION OF U.S. HIGHWAY
 AG7689'41, CONTINUE 0.3 MILE SOUTHWEST ON WHITFIELD AVENUE TO THE
 AG7689'INTERSECTION OF WESTMORELAND DRIVE, GO 0.3 MILE NORTHWEST ON
 AG7689'WESTMORELAND DRIVE TO THE JUNCTION OF NORTH ISLES DRIVE.  THE MARK
 AG7689'BEARS 30 FEET NORTHEAST OF THE CENTERLINE OF WESTMORELAND DRIVE, 1.7
 AG7689'FEET WEST OF A UTILITY POLE, AND 38.2 FEET SOUTH-SOUTHWEST OF THE
 AG7689'SOUTH CORNER OF A HOUSE (8158).
 AG7689
 AG7689                          STATION RECOVERY (2008)
 AG7689
 AG7689'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG7689'RECOVERED AS DESCRIBED.
 AG7689
 AG7689                          STATION RECOVERY (2013)
 AG7689
 AG7689'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (KW)
 AG7689'THE MARK IS LOCATED 63 FT (19.2 M) NORTHWEST OF THE CENTERLINE OF THE
 AG7689'NORTH ISLES DRIVE, 30 FT (9.1 M) NORTHEAST OF THE CENTERLINE OF
 AG7689'WESTMORELAND DRIVE AND 1.7 FT (0.5 M) NORTHWEST OF A POWER POLE
 AG7689'BETWEEN HOUSE NUMBER'S 7303 AND 7219.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7690 ***********************************************************************
 AG7690  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7690  DESIGNATION -  872 6159 F TIDAL
 AG7690  PID         -  AG7690
 AG7690  STATE/COUNTY-  FL/MANATEE
 AG7690  COUNTRY     -  US
 AG7690  USGS QUAD   -  BRADENTON (2018)
 AG7690
 AG7690                         *CURRENT SURVEY CONTROL
 AG7690  ______________________________________________________________________
 AG7690* NAD 83(1986) POSITION- 27 24 38.6    (N) 082 34 42.0    (W)   HD_HELD2
 AG7690* NAVD 88 ORTHO HEIGHT -     1.361 (meters)        4.47  (feet) ADJUSTED
 AG7690  ______________________________________________________________________
 AG7690  GEOID HEIGHT    -        -24.425 (meters)                     GEOID18
 AG7690  DYNAMIC HEIGHT  -          1.359 (meters)        4.46  (feet) COMP
 AG7690  MODELED GRAVITY -    979,134.2   (mgal)                       NAVD 88
 AG7690
 AG7690  VERT ORDER      -  FIRST     CLASS II
 AG7690
 AG7690.The horizontal coordinates were established by autonomous hand held GPS
 AG7690.observations and have an estimated accuracy of +/- 10 meters.
 AG7690
 AG7690.The orthometric height was determined by differential leveling and
 AG7690.adjusted by the NATIONAL GEODETIC SURVEY
 AG7690.in July 2009.
 AG7690
 AG7690.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7690.GEOID18 height accuracy estimate available here.
 AG7690
 AG7690.This Tidal Bench Mark is designated as VM 6138
 AG7690.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7690
 AG7690.Click photographs - Photos may exist for this station.
 AG7690
 AG7690.The dynamic height is computed by dividing the NAVD 88
 AG7690.geopotential number by the normal gravity value computed on the
 AG7690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7690.degrees latitude (g = 980.6199 gals.).
 AG7690
 AG7690.The modeled gravity was interpolated from observed gravity values.
 AG7690
 AG7690;                    North         East    Units  Estimated Accuracy
 AG7690;SPC FL W     -   341,045.      142,810.      MT  (+/- 10 meters HH2 GPS)
 AG7690
 AG7690_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4396632917(NAD 83)
 AG7690
 AG7690                          SUPERSEDED SURVEY CONTROL
 AG7690
 AG7690  NAVD 88 (06/15/91)    1.366  (m)            4.48   (f) SUPERSEDED  2 1
 AG7690
 AG7690.Superseded values are not recommended for survey control.
 AG7690
 AG7690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7690.See file dsdata.pdf to determine how the superseded data were derived.
 AG7690
 AG7690_MARKER: DJ = TIDAL STATION DISK
 AG7690_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7690_STAMPING: 6159 F 1977
 AG7690_MARK LOGO: NOS
 AG7690_PROJECTION: FLUSH
 AG7690_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7690_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7690+SATELLITE: SATELLITE OBSERVATIONS - September 08, 2010
 AG7690_ROD/PIPE-DEPTH: 12.2 meters
 AG7690
 AG7690  HISTORY     - Date     Condition        Report By
 AG7690  HISTORY     - 1977     MONUMENTED       NOS
 AG7690  HISTORY     - 1983     GOOD             FLDNR
 AG7690  HISTORY     - 1989     GOOD             USPSQD
 AG7690  HISTORY     - 1990     GOOD             USPSQD
 AG7690  HISTORY     - 20080207 GOOD             FLDEP
 AG7690  HISTORY     - 20100908 GOOD             YOUNG
 AG7690  HISTORY     - 20120725 GOOD             FL-081
 AG7690
 AG7690                          STATION DESCRIPTION
 AG7690
 AG7690'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7690'4.4 MI SW FROM ONECO.
 AG7690'BEGIN AT THE JUNCTION OF STATE ROAD 70 WITH U.S. HIGHWAY 301, GO 2.0
 AG7690'MILES SOUTH ON U.S. 301 TO THE INTERSECTION OF WHITFIELD AVENUE, GO
 AG7690'1.8 MILES WEST ON WHITFIELD AVENUE TO THE INTERSECTION OF U.S. HIGHWAY
 AG7690'41, CONTINUE 0.3 MILE SOUTHWEST ON WHITFIELD AVENUE TO THE
 AG7690'INTERSECTION OF WESTMORELAND DRIVE, GO 0.3 MILE NORTHWEST ON
 AG7690'WESTMORELAND DRIVE TO THE JUNCTION OF NORTH ISLES DRIVE AND THE MARK
 AG7690'VICINITY.  THE MARK IS APPROXIMATELY 100 FEET SOUTHWEST OF THE
 AG7690'JUNCTION, 24.5 FEET NORTHWEST OF THE CENTERLINE OF NORTH ISLES DRIVE,
 AG7690'6.2 FEET SOUTHWEST OF A CLUMP OF PUNK TREES, AND 0.9 FOOT SOUTHWEST OF
 AG7690'UTILITY POLE 106.
 AG7690
 AG7690                          STATION RECOVERY (1989)
 AG7690
 AG7690'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG7690'RECOVERED IN GOOD CONDITION.
 AG7690
 AG7690                          STATION RECOVERY (1990)
 AG7690
 AG7690'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG7690'RECOVERED IN GOOD CONDITION.
 AG7690
 AG7690                          STATION RECOVERY (2008)
 AG7690
 AG7690'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG7690'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.
 AG7690'
 AG7690'LOCATED ABOUT 197.0 FT (60.0 M) SOUTHWEST OF TIDAL BENCH MARK 6159 E
 AG7690'1977, ABOUT 170.0 FT (51.8 M) SOUTHWEST OF THE CENTERLINE OF
 AG7690'WESTMORLAND DRIVE, 23.4 FT (7.1 M) NORTH OF THE CENTERLINE OF NORTH
 AG7690'ISLE DRIVE AND 22.4 FT (6.8 M) NORTHEAST OF THE APPROXIMATE CENTERLINE
 AG7690'OF THE EASTERNMOST DRIVEWAY OF THE HOUSE AT 105 NORTH ISLE DRIVE.
 AG7690
 AG7690                          STATION RECOVERY (2010)
 AG7690
 AG7690'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2010 (JP)
 AG7690'RECOVERED AS DESCRIBED.
 AG7690
 AG7690                          STATION RECOVERY (2012)
 AG7690
 AG7690'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (TC)
 AG7690'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1848 ***********************************************************************
 DL1848  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1848  DESIGNATION -  872 6159 G TIDAL
 DL1848  PID         -  DL1848
 DL1848  STATE/COUNTY-  FL/MANATEE
 DL1848  COUNTRY     -  US
 DL1848  USGS QUAD   -  BRADENTON (2018)
 DL1848
 DL1848                         *CURRENT SURVEY CONTROL
 DL1848  ______________________________________________________________________
 DL1848* NAD 83(1986) POSITION- 27 24 39.07   (N) 082 34 40.48   (W)   HD_HELD1
 DL1848* NAVD 88 ORTHO HEIGHT -     1.086 (meters)        3.56  (feet) ADJUSTED
 DL1848  ______________________________________________________________________
 DL1848  GEOID HEIGHT    -        -24.426 (meters)                     GEOID18
 DL1848  DYNAMIC HEIGHT  -          1.084 (meters)        3.56  (feet) COMP
 DL1848  MODELED GRAVITY -    979,134.1   (mgal)                       NAVD 88
 DL1848
 DL1848  VERT ORDER      -  FIRST     CLASS II
 DL1848
 DL1848.The horizontal coordinates were determined by differentially corrected
 DL1848.hand held GPS observations or other comparable positioning techniques
 DL1848.and have an estimated accuracy of +/- 3 meters.
 DL1848
 DL1848.The orthometric height was determined by differential leveling and
 DL1848.adjusted by the NATIONAL GEODETIC SURVEY
 DL1848.in July 2009.
 DL1848
 DL1848.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1848.GEOID18 height accuracy estimate available here.
 DL1848
 DL1848.This Tidal Bench Mark is designated as VM 19860
 DL1848.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1848
 DL1848.Click photographs - Photos may exist for this station.
 DL1848
 DL1848.The dynamic height is computed by dividing the NAVD 88
 DL1848.geopotential number by the normal gravity value computed on the
 DL1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1848.degrees latitude (g = 980.6199 gals.).
 DL1848
 DL1848.The modeled gravity was interpolated from observed gravity values.
 DL1848
 DL1848;                    North         East    Units  Estimated Accuracy
 DL1848;SPC FL W     -   341,059.3     142,852.2     MT  (+/- 3 meters HH1 GPS) 
 DL1848
 DL1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4400832931(NAD 83)
 DL1848
 DL1848                          SUPERSEDED SURVEY CONTROL
 DL1848
 DL1848.No superseded survey control is available for this station.
 DL1848
 DL1848_MARKER: DD = SURVEY DISK
 DL1848_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL1848_SP_SET: CURB
 DL1848_STAMPING: 6159 G 2008
 DL1848_MARK LOGO: FLDEP
 DL1848_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1848_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1848+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2013
 DL1848
 DL1848  HISTORY     - Date     Condition        Report By
 DL1848  HISTORY     - 20080207 MONUMENTED       FLDEP
 DL1848  HISTORY     - 20130430 GOOD             FL-081
 DL1848
 DL1848                          STATION DESCRIPTION
 DL1848
 DL1848'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DL1848'THE MARK IS IN WHITFIELD ESTATES, IN SECTION 26, TOWNSHIP 35 SOUTH,
 DL1848'RANGE 17 EAST.
 DL1848'
 DL1848'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 (EXIT 220) AND
 DL1848'STATE HIGHWAY 64 ON THE EAST SIDE OF BRADENTON, GO WEST ON STATE
 DL1848'HIGHWAY 64 (MANATEE AVENUE EAST) FOR 4.75 MI (7.6 KM) TO THE
 DL1848'INTERSECTION OF 15TH STREET EAST (STATE HIGHWAY 70), TURN LEFT ON 15TH
 DL1848'STREET EAST (STATE HIGHWAY 70 SOUTH) AND GO SOUTH FOR 1.35 MI (1.5 KM)
 DL1848'TO THE INTERSECTION OF U.S. HIGHWAY 301, CONTINUE SOUTH ON 15TH STREET
 DL1848'EAST (STATE HIGHWAY 70 SOUTH) FOR 1.6 MI (2.6 KM) TO A Y-JUNCTION OF
 DL1848'COUNTY ROAD 301 BOULEVARD, TURN LEFT ON 15TH STREET EAST (STATE
 DL1848'HIGHWAY 70, COUNTY ROAD 301 BOULEVARD), AND GO SOUTH FOR 0.3 MI (0.5
 DL1848'KM) TO THE INTERSECTION OF STATE HIGHWAY 70, CONTINUE SOUTH ON 15TH
 DL1848'STREET EAST (COUNTY ROAD 683, COUNTY ROAD 301 BOULEVARD) FOR 2.05 MI
 DL1848'(3.3 KM) TO THE INTERSECTION OF WHITFIELD AVENUE, TURN LEFT ON
 DL1848'WHITFIELD AVENUE AND GO WEST FOR 1.8 MI (2.9 KM) TO THE INTERSECTION
 DL1848'OF U.S. HIGHWAY 41 (TAMIAMI TRAIL), CONTINUE WEST-SOUTHWEST ON
 DL1848'WHITFIELD AVENUE TO THE INTERSECTION OF WESTMORELAND DRIVE, TURN RIGHT
 DL1848'ON WESTMORELAND DRIVE AND GO NORTH-NORTHWEST FOR 0.3 MI (0.5 KM) TO
 DL1848'THE JUNCTION OF NORTH ISLE DRIVE ON THE LEFT AND THE MARK ON THE LEFT,
 DL1848'SET FLUSH IN THE TOP OF THE CONCRETE CURB FOR THE STORM WATER DRAIN IN
 DL1848'THE SOUTHWEST QUADRANT OF THE JUNCTION LEVEL WITH WESTMORELAND DRIVE.
 DL1848'
 DL1848'LOCATED 99.8 FT (30.4 M) SOUTH OF A NOS BENCH MARK STAMPED 6159 E
 DL1848'1977, 33.5 FT (10.2 M) SOUTHWEST OF THE CENTERLINE OF WESTMORELAND
 DL1848'DRIVE, 18.3 FT (5.6 M) SOUTHEAST OF THE CENTERLINE OF NORTH ISLE
 DL1848'DRIVE, 12.0 FT (3.7 M) NORTH OF A FIRE HYDRANT AND 3.0 FT (0.9 M)
 DL1848'NORTHWEST OF THE CENTER OF A 24-INCH (61 CM) STEEL MANHOLE COVER.
 DL1848
 DL1848                          STATION RECOVERY (2013)
 DL1848
 DL1848'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (KW)
 DL1848'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7727 ***********************************************************************
 AG7727  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7727  DESIGNATION -  872 6217 B TIDAL
 AG7727  PID         -  AG7727
 AG7727  STATE/COUNTY-  FL/MANATEE
 AG7727  COUNTRY     -  US
 AG7727  USGS QUAD   -  BRADENTON BEACH (2018)
 AG7727
 AG7727                         *CURRENT SURVEY CONTROL
 AG7727  ______________________________________________________________________
 AG7727* NAD 83(1986) POSITION- 27 28 08.     (N) 082 41 27.     (W)   SCALED
 AG7727* NAVD 88 ORTHO HEIGHT -     1.099 (meters)        3.61  (feet) ADJUSTED
 AG7727  ______________________________________________________________________
 AG7727  GEOID HEIGHT    -        -24.356 (meters)                     GEOID18
 AG7727  DYNAMIC HEIGHT  -          1.097 (meters)        3.60  (feet) COMP
 AG7727  MODELED GRAVITY -    979,141.2   (mgal)                       NAVD 88
 AG7727
 AG7727  VERT ORDER      -  FIRST     CLASS II
 AG7727
 AG7727.The horizontal coordinates were scaled from a map and have
 AG7727.an estimated accuracy of +/- 6 seconds.
 AG7727
 AG7727.The orthometric height was determined by differential leveling and
 AG7727.adjusted by the NATIONAL GEODETIC SURVEY
 AG7727.in July 2009.
 AG7727
 AG7727.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7727.GEOID18 height accuracy estimate available here.
 AG7727
 AG7727.This Tidal Bench Mark is designated as VM 6148
 AG7727.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7727
 AG7727.Click photographs - Photos may exist for this station.
 AG7727
 AG7727.The dynamic height is computed by dividing the NAVD 88
 AG7727.geopotential number by the normal gravity value computed on the
 AG7727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7727.degrees latitude (g = 980.6199 gals.).
 AG7727
 AG7727.The modeled gravity was interpolated from observed gravity values.
 AG7727
 AG7727;                    North         East    Units  Estimated Accuracy
 AG7727;SPC FL W     -   347,550.      131,720.      MT  (+/- 180 meters Scaled)
 AG7727
 AG7727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL329395(NAD 83)
 AG7727
 AG7727                          SUPERSEDED SURVEY CONTROL
 AG7727
 AG7727  NAVD 88 (06/15/91)    1.090  (m)            3.58   (f) SUPERSEDED  2 1
 AG7727
 AG7727.Superseded values are not recommended for survey control.
 AG7727
 AG7727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7727.See file dsdata.pdf to determine how the superseded data were derived.
 AG7727
 AG7727_MARKER: DD = SURVEY DISK
 AG7727_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7727_SP_SET: SEAWALL
 AG7727_STAMPING: 6217 B 1977
 AG7727_MARK LOGO: NOS
 AG7727_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7727+STABILITY: SURFACE MOTION
 AG7727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7727+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2020
 AG7727
 AG7727  HISTORY     - Date     Condition        Report By
 AG7727  HISTORY     - 1977     MONUMENTED       NOS
 AG7727  HISTORY     - 1983     GOOD             FLDNR
 AG7727  HISTORY     - 1989     GOOD             USPSQD
 AG7727  HISTORY     - 1990     GOOD             USPSQD
 AG7727  HISTORY     - 19900617 GOOD             FLDNR
 AG7727  HISTORY     - 1991     GOOD             USPSQD
 AG7727  HISTORY     - 20020302 GOOD             USPSQD
 AG7727  HISTORY     - 20080112 GOOD             FLDEP
 AG7727  HISTORY     - 20090112 GOOD             FL-081
 AG7727  HISTORY     - 20120918 GOOD             GEOCAC
 AG7727  HISTORY     - 20200817 GOOD             FL-081
 AG7727
 AG7727                          STATION DESCRIPTION
 AG7727
 AG7727'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7727'IN CORTEZ.
 AG7727'IN CORTEZ, THE MARK IS NEAR THE EAST END OF THE STATE ROAD 684 BRIDGE
 AG7727'OVER ANNA MARIA SOUND.  THE MARK IS SET IN THE BULKHEAD ON THE SOUTH
 AG7727'SIDE OF THE BRIDGE, 1.3 FEET WEST OF THE SOUTHEAST END OF THE
 AG7727'BULKHEAD, 27.3 FEET SOUTHWEST OF POWER POLE 12707, AND 43 FEET SOUTH
 AG7727'OF THE SOUTHEAST CORNER OF THE BRIDGE.
 AG7727'THE MARK IS 10 FT BELOW ROAD.
 AG7727
 AG7727                          STATION RECOVERY (1989)
 AG7727
 AG7727'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG7727'RECOVERED IN GOOD CONDITION.
 AG7727
 AG7727                          STATION RECOVERY (1990)
 AG7727
 AG7727'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG7727'RECOVERED IN GOOD CONDITION.
 AG7727
 AG7727                          STATION RECOVERY (1990)
 AG7727
 AG7727'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7727'RECOVERED IN GOOD CONDITION.
 AG7727
 AG7727                          STATION RECOVERY (1991)
 AG7727
 AG7727'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAT)
 AG7727'RECOVERED IN GOOD CONDITION.
 AG7727
 AG7727                          STATION RECOVERY (2002)
 AG7727
 AG7727'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7727'RECOVERED IN GOOD CONDITION.
 AG7727
 AG7727                          STATION RECOVERY (2008)
 AG7727
 AG7727'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG7727'RECOVERED AS DESCRIBED.
 AG7727
 AG7727                          STATION RECOVERY (2009)
 AG7727
 AG7727'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (CH)
 AG7727'RECOVERED IN GOOD CONDITION.
 AG7727
 AG7727                          STATION RECOVERY (2012)
 AG7727
 AG7727'RECOVERY NOTE BY GEOCACHING 2012 (DEB)
 AG7727'RECOVERED IN GOOD CONDITION.
 AG7727
 AG7727                          STATION RECOVERY (2020)
 AG7727
 AG7727'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 AG7727'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7728 ***********************************************************************
 AG7728  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7728  DESIGNATION -  872 6217 C TIDAL
 AG7728  PID         -  AG7728
 AG7728  STATE/COUNTY-  FL/MANATEE
 AG7728  COUNTRY     -  US
 AG7728  USGS QUAD   -  BRADENTON BEACH (2018)
 AG7728
 AG7728                         *CURRENT SURVEY CONTROL
 AG7728  ______________________________________________________________________
 AG7728* NAD 83(1986) POSITION- 27 28 08.     (N) 082 41 27.     (W)   SCALED
 AG7728* NAVD 88 ORTHO HEIGHT -     1.098 (meters)        3.60  (feet) ADJUSTED
 AG7728  ______________________________________________________________________
 AG7728  GEOID HEIGHT    -        -24.356 (meters)                     GEOID18
 AG7728  DYNAMIC HEIGHT  -          1.097 (meters)        3.60  (feet) COMP
 AG7728  MODELED GRAVITY -    979,141.2   (mgal)                       NAVD 88
 AG7728
 AG7728  VERT ORDER      -  FIRST     CLASS II
 AG7728
 AG7728.The horizontal coordinates were scaled from a map and have
 AG7728.an estimated accuracy of +/- 6 seconds.
 AG7728
 AG7728.The orthometric height was determined by differential leveling and
 AG7728.adjusted by the NATIONAL GEODETIC SURVEY
 AG7728.in July 2009.
 AG7728
 AG7728.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7728.GEOID18 height accuracy estimate available here.
 AG7728
 AG7728.This Tidal Bench Mark is designated as VM 6149
 AG7728.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7728
 AG7728.Click photographs - Photos may exist for this station.
 AG7728
 AG7728.The dynamic height is computed by dividing the NAVD 88
 AG7728.geopotential number by the normal gravity value computed on the
 AG7728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7728.degrees latitude (g = 980.6199 gals.).
 AG7728
 AG7728.The modeled gravity was interpolated from observed gravity values.
 AG7728
 AG7728;                    North         East    Units  Estimated Accuracy
 AG7728;SPC FL W     -   347,550.      131,720.      MT  (+/- 180 meters Scaled)
 AG7728
 AG7728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL329395(NAD 83)
 AG7728
 AG7728                          SUPERSEDED SURVEY CONTROL
 AG7728
 AG7728  NAVD 88 (06/15/91)    1.097  (m)            3.60   (f) SUPERSEDED  2 1
 AG7728
 AG7728.Superseded values are not recommended for survey control.
 AG7728
 AG7728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7728.See file dsdata.pdf to determine how the superseded data were derived.
 AG7728
 AG7728_MARKER: DB = BENCH MARK DISK
 AG7728_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7728_SP_SET: SEAWALL
 AG7728_STAMPING: 6217 C 1977
 AG7728_MARK LOGO: NOS
 AG7728_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7728+STABILITY: SURFACE MOTION
 AG7728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7728+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2020
 AG7728
 AG7728  HISTORY     - Date     Condition        Report By
 AG7728  HISTORY     - 1977     MONUMENTED       NOS
 AG7728  HISTORY     - 1983     GOOD             FLDNR
 AG7728  HISTORY     - 1989     GOOD             USPSQD
 AG7728  HISTORY     - 1990     GOOD             USPSQD
 AG7728  HISTORY     - 19900617 GOOD             FLDNR
 AG7728  HISTORY     - 1991     GOOD             USPSQD
 AG7728  HISTORY     - 20020302 GOOD             USPSQD
 AG7728  HISTORY     - 20080112 GOOD             FLDEP
 AG7728  HISTORY     - 20090112 GOOD             FL-081
 AG7728  HISTORY     - 20120918 GOOD             GEOCAC
 AG7728  HISTORY     - 20200817 GOOD             FL-081
 AG7728
 AG7728                          STATION DESCRIPTION
 AG7728
 AG7728'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7728'IN CORTEZ.
 AG7728'IN CORTEZ, THE MARK IS NEAR THE EAST END OF THE STATE ROAD 684 BRIDGE
 AG7728'OVER ANNA MARIA SOUND.  THE MARK IS SET IN THE SOUTH SEAWALL OF A BOAT
 AG7728'BASIN ON THE NORTH SIDE OF THE BRIDGE, 11.6 FEET WEST OF THE EAST END
 AG7728'OF THE SEAWALL, 55 FEET WEST-NORTHWEST OF POWER TRANSFORMER 13R363223,
 AG7728'AND 64 FEET NORTH OF THE CENTERLINE OF STATE ROAD 684.
 AG7728'THE MARK IS 8 FT BELOW ROAD.
 AG7728
 AG7728                          STATION RECOVERY (1989)
 AG7728
 AG7728'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG7728'RECOVERED IN GOOD CONDITION.
 AG7728
 AG7728                          STATION RECOVERY (1990)
 AG7728
 AG7728'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG7728'RECOVERED IN GOOD CONDITION.
 AG7728
 AG7728                          STATION RECOVERY (1990)
 AG7728
 AG7728'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7728'RECOVERED IN GOOD CONDITION.
 AG7728
 AG7728                          STATION RECOVERY (1991)
 AG7728
 AG7728'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAT)
 AG7728'RECOVERED IN GOOD CONDITION.
 AG7728
 AG7728                          STATION RECOVERY (2002)
 AG7728
 AG7728'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7728'RECOVERED IN GOOD CONDITION.
 AG7728
 AG7728                          STATION RECOVERY (2008)
 AG7728
 AG7728'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG7728'RECOVERED AS DESCRIBED.
 AG7728
 AG7728                          STATION RECOVERY (2009)
 AG7728
 AG7728'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (CH)
 AG7728'RECOVERED IN GOOD CONDITION.
 AG7728
 AG7728                          STATION RECOVERY (2012)
 AG7728
 AG7728'RECOVERY NOTE BY GEOCACHING 2012 (DEB)
 AG7728'RECOVERED IN GOOD CONDITION.
 AG7728
 AG7728                          STATION RECOVERY (2020)
 AG7728
 AG7728'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 AG7728'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7725 ***********************************************************************
 AG7725  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7725  DESIGNATION -  872 6217 E TIDAL
 AG7725  PID         -  AG7725
 AG7725  STATE/COUNTY-  FL/MANATEE
 AG7725  COUNTRY     -  US
 AG7725  USGS QUAD   -  BRADENTON BEACH (2018)
 AG7725
 AG7725                         *CURRENT SURVEY CONTROL
 AG7725  ______________________________________________________________________
 AG7725* NAD 83(1986) POSITION- 27 28 08.     (N) 082 41 27.     (W)   SCALED
 AG7725* NAVD 88 ORTHO HEIGHT -     2.764 (meters)        9.07  (feet) ADJUSTED
 AG7725  ______________________________________________________________________
 AG7725  GEOID HEIGHT    -        -24.356 (meters)                     GEOID18
 AG7725  DYNAMIC HEIGHT  -          2.760 (meters)        9.06  (feet) COMP
 AG7725  MODELED GRAVITY -    979,141.2   (mgal)                       NAVD 88
 AG7725
 AG7725  VERT ORDER      -  SECOND    CLASS I
 AG7725
 AG7725.The horizontal coordinates were scaled from a map and have
 AG7725.an estimated accuracy of +/- 6 seconds.
 AG7725
 AG7725.The orthometric height was determined by differential leveling and
 AG7725.adjusted by the NATIONAL GEODETIC SURVEY
 AG7725.in March 1995.
 AG7725
 AG7725.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7725.GEOID18 height accuracy estimate available here.
 AG7725
 AG7725.This Tidal Bench Mark is designated as VM 6150
 AG7725.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7725
 AG7725.Click photographs - Photos may exist for this station.
 AG7725
 AG7725.The dynamic height is computed by dividing the NAVD 88
 AG7725.geopotential number by the normal gravity value computed on the
 AG7725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7725.degrees latitude (g = 980.6199 gals.).
 AG7725
 AG7725.The modeled gravity was interpolated from observed gravity values.
 AG7725
 AG7725;                    North         East    Units  Estimated Accuracy
 AG7725;SPC FL W     -   347,550.      131,720.      MT  (+/- 180 meters Scaled)
 AG7725
 AG7725_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL329395(NAD 83)
 AG7725
 AG7725                          SUPERSEDED SURVEY CONTROL
 AG7725
 AG7725  NAVD 88 (06/15/91)    2.777  (m)            9.11   (f) SUPERSEDED  2 1
 AG7725
 AG7725.Superseded values are not recommended for survey control.
 AG7725
 AG7725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7725.See file dsdata.pdf to determine how the superseded data were derived.
 AG7725
 AG7725_MARKER: DD = SURVEY DISK
 AG7725_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7725_SP_SET: SIDEWALK CURBING
 AG7725_STAMPING: 6217 E
 AG7725_MARK LOGO: FLDT
 AG7725_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7725_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7725+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2002
 AG7725
 AG7725  HISTORY     - Date     Condition        Report By
 AG7725  HISTORY     - UNK      MONUMENTED       FLDT
 AG7725  HISTORY     - 1983     GOOD             FLDNR
 AG7725  HISTORY     - 1989     GOOD             USPSQD
 AG7725  HISTORY     - 1990     GOOD             USPSQD
 AG7725  HISTORY     - 19900617 GOOD             FLDNR
 AG7725  HISTORY     - 20020302 GOOD             USPSQD
 AG7725  HISTORY     - 20080112 MARK NOT FOUND   FLDEP
 AG7725  HISTORY     - 20090113 MARK NOT FOUND   FL-081
 AG7725
 AG7725                          STATION DESCRIPTION
 AG7725
 AG7725'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7725'IN CORTEZ.
 AG7725'IN CORTEZ, THE MARK IS NEAR THE EAST END OF THE STATE ROAD 684 BRIDGE
 AG7725'OVER ANNA MARIA SOUND.  THE MARK BEARS 205 FEET EAST OF THE SOUTHEAST
 AG7725'BRIDGE ABUTMENT, 17.7 FEET SOUTH OF THE CENTERLINE OF STATE ROAD 684,
 AG7725'AND 25.5 FEET NORTH OF THE CENTERLINE OF THE OLD CORTEZ BRIDGE ROAD.
 AG7725'THE MARK IS 3 FT BELOW ROAD.
 AG7725
 AG7725                          STATION RECOVERY (1989)
 AG7725
 AG7725'RECOVERY NOTE BY US POWER SQUADRON 1989 (RAT)
 AG7725'RECOVERED IN GOOD CONDITION.
 AG7725
 AG7725                          STATION RECOVERY (1990)
 AG7725
 AG7725'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG7725'RECOVERED IN GOOD CONDITION.
 AG7725
 AG7725                          STATION RECOVERY (1990)
 AG7725
 AG7725'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7725'RECOVERED IN GOOD CONDITION.
 AG7725
 AG7725                          STATION RECOVERY (2002)
 AG7725
 AG7725'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7725'RECOVERED IN GOOD CONDITION.
 AG7725
 AG7725                          STATION RECOVERY (2008)
 AG7725
 AG7725'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG7725'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG7725
 AG7725                          STATION RECOVERY (2009)
 AG7725
 AG7725'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (CH)
 AG7725'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG2000 ***********************************************************************
 AG2000  TIDAL BM    -  This is a Tidal Bench Mark.
 AG2000  DESIGNATION -  872 6217 TIDAL 1
 AG2000  PID         -  AG2000
 AG2000  STATE/COUNTY-  FL/MANATEE
 AG2000  COUNTRY     -  US
 AG2000  USGS QUAD   -  BRADENTON BEACH (2018)
 AG2000
 AG2000                         *CURRENT SURVEY CONTROL
 AG2000  ______________________________________________________________________
 AG2000* NAD 83(1986) POSITION- 27 27 58.45   (N) 082 41 13.24   (W)   HD_HELD1
 AG2000* NAVD 88 ORTHO HEIGHT -     0.970 (meters)        3.18  (feet) ADJUSTED
 AG2000  ______________________________________________________________________
 AG2000  GEOID HEIGHT    -        -24.359 (meters)                     GEOID18
 AG2000  DYNAMIC HEIGHT  -          0.968 (meters)        3.18  (feet) COMP
 AG2000  MODELED GRAVITY -    979,141.0   (mgal)                       NAVD 88
 AG2000
 AG2000  VERT ORDER      -  FIRST     CLASS II
 AG2000
 AG2000.The horizontal coordinates were determined by differentially corrected
 AG2000.hand held GPS observations or other comparable positioning techniques
 AG2000.and have an estimated accuracy of +/- 3 meters.
 AG2000
 AG2000.The orthometric height was determined by differential leveling and
 AG2000.adjusted by the NATIONAL GEODETIC SURVEY
 AG2000.in July 2009.
 AG2000
 AG2000.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG2000.GEOID18 height accuracy estimate available here.
 AG2000
 AG2000.This Tidal Bench Mark is designated as VM 6139
 AG2000.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG2000
 AG2000.Click photographs - Photos may exist for this station.
 AG2000
 AG2000.The dynamic height is computed by dividing the NAVD 88
 AG2000.geopotential number by the normal gravity value computed on the
 AG2000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG2000.degrees latitude (g = 980.6199 gals.).
 AG2000
 AG2000.The modeled gravity was interpolated from observed gravity values.
 AG2000
 AG2000;                    North         East    Units  Estimated Accuracy
 AG2000;SPC FL W     -   347,251.1     132,097.3     MT  (+/- 3 meters HH1 GPS) 
 AG2000
 AG2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3330439208(NAD 83)
 AG2000
 AG2000                          SUPERSEDED SURVEY CONTROL
 AG2000
 AG2000  NAVD 88 (06/15/91)    0.968  (m)            3.18   (f) SUPERSEDED  1 1
 AG2000  NGVD 29 (??/??/92)    1.27   (m)            4.2    (f) COMPUTED    1 1
 AG2000
 AG2000.Superseded values are not recommended for survey control.
 AG2000
 AG2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG2000.See file dsdata.pdf to determine how the superseded data were derived.
 AG2000
 AG2000_MARKER: DB = BENCH MARK DISK
 AG2000_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG2000_SP_SET: SEAWALL
 AG2000_STAMPING: NO 1 1953
 AG2000_MARK LOGO: CGS
 AG2000_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG2000+STABILITY: SURFACE MOTION
 AG2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG2000+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2008
 AG2000
 AG2000  HISTORY     - Date     Condition        Report By
 AG2000  HISTORY     - 1953     MONUMENTED       CGS
 AG2000  HISTORY     - 1966     GOOD             CGS
 AG2000  HISTORY     - 1983     GOOD             FLDNR
 AG2000  HISTORY     - 1990     GOOD             USPSQD
 AG2000  HISTORY     - 19900617 GOOD             FLDNR
 AG2000  HISTORY     - 1991     GOOD             USPSQD
 AG2000  HISTORY     - 20030306 GOOD             USPSQD
 AG2000  HISTORY     - 20050310 GOOD             USPSQD
 AG2000  HISTORY     - 20060315 GOOD             USPSQD
 AG2000  HISTORY     - 20080112 GOOD             FLDEP
 AG2000  HISTORY     - 20080407 GOOD             USPSQD
 AG2000  HISTORY     - 20090113 GOOD             FL-081
 AG2000  HISTORY     - 20130423 GOOD             FL-081
 AG2000  HISTORY     - 20200817 GOOD             FL-081
 AG2000
 AG2000                          STATION DESCRIPTION
 AG2000
 AG2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG2000'AT CORTEZ.
 AG2000'AT CORTEZ, ABOUT 0.3 MILE WEST ALONG CORTEZ ROAD FROM THE POST
 AG2000'OFFICE, THENCE ABOUT 0.15 MILE SOUTH ALONG 124TH STREET CT. W.,
 AG2000'NEAR THE JUNCTION OF BAYVIEW AVENUE, AT THE ALBION INN, 81.5 FEET
 AG2000'SOUTHWEST OF THE SOUTHWEST CORNER OF THE INN, 64.0 FEET
 AG2000'EAST-SOUTHEAST OF THE FLAGPOLE, 26.0 FEET WEST OF THE CENTER
 AG2000'LINE OF THE BLACK TOPPED WALK LEADING TO THE NORTH END OF THE
 AG2000'FISHING PIER, ABOUT LEVEL WITH THE GROUND AND SET IN THE TOP OF
 AG2000'THE CONCRETE SEA WALL.
 AG2000
 AG2000                          STATION RECOVERY (1983)
 AG2000
 AG2000'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG2000'RECOVERED IN GOOD CONDITION EXCEPT THE ALBION INN IS NOW THE U.S.
 AG2000'COAST GUARD CORTEZ STATION.
 AG2000
 AG2000                          STATION RECOVERY (1990)
 AG2000
 AG2000'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG2000'RECOVERED IN GOOD CONDITION.
 AG2000
 AG2000                          STATION RECOVERY (1990)
 AG2000
 AG2000'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG2000'RECOVERED IN GOOD CONDITION.
 AG2000
 AG2000                          STATION RECOVERY (1991)
 AG2000
 AG2000'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAT)
 AG2000'RECOVERED IN GOOD CONDITION.
 AG2000
 AG2000                          STATION RECOVERY (2003)
 AG2000
 AG2000'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG2000'TOP OF SEAWALL AND MARK IS NOW PAINTED YELLOW.
 AG2000
 AG2000                          STATION RECOVERY (2005)
 AG2000
 AG2000'RECOVERY NOTE BY US POWER SQUADRON 2005 (ELS)
 AG2000'TOP OF SEAWALL INCLUDING MARK IS PAINTED YELLOW.
 AG2000
 AG2000                          STATION RECOVERY (2006)
 AG2000
 AG2000'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG2000'RECOVERED IN GOOD CONDITION.
 AG2000
 AG2000                          STATION RECOVERY (2008)
 AG2000
 AG2000'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG2000'THE MARK IS IN CORTEZ, IN SECTION 3, TOWNSHIP 35 SOUTH, RANGE 16 EAST.
 AG2000'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 AG2000'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 AG2000'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 AG2000'AVENUE) FOR 3.95 MI (6.4 KM) TO THE INTERSECTION OF 75TH STREET
 AG2000'NORTHWEST, CONTINUE WEST ON STATE HIGHWAY 64 (MANATEE AVENUE) FOR 4.35
 AG2000'MI (7.0 KM) TO THE JUNCTION OF STATE ROAD 789 (EAST BAY DRIVE) ON THE
 AG2000'LEFT, TURN LEFT ON EAST BAY DRIVE AND GO SOUTH FOR 2.1 MI (3.4 KM) TO
 AG2000'THE JUNCTION OF STATE ROAD 684 (CORTEZ ROAD) ON THE LEFT, TURN LEFT ON
 AG2000'STATE ROAD 684 (CORTEZ ROAD) AND GO EAST FOR 0.75 MI (1.2 KM) TO THE
 AG2000'INTERSECTION OF 124TH STREET COURT WEST, TURN RIGHT ON 124TH STREET
 AG2000'COURT WEST AND GO SOUTH FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF
 AG2000'BAYVIEW AVENUE AND THE U.S. COAST GUARD STATION ON THE LEFT AND THE
 AG2000'MARK, SET FLUSH IN THE TOP OF A CONCRETE SEAWALL BEHIND THE U.S. COAST
 AG2000'GUARD STATION.
 AG2000'
 AG2000'LOCATED 85.4 FT (26.0 M) WEST OF A FLAGPOLE, 69.8 FT (21.3 M)
 AG2000'SOUTHEAST OF A NOS BENCH MARK STAMPED NO 2 1953, 28.0 FT (8.5 M)
 AG2000'WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE OF A WOODEN PIER-BOAT
 AG2000'DOCK, 9.5 FT (2.9 M) SOUTHEAST OF A LIGHT POLE AND 9.0 FT (2.7 M) WEST
 AG2000'OF A FIRE HYDRANT.
 AG2000
 AG2000                          STATION RECOVERY (2008)
 AG2000
 AG2000'RECOVERY NOTE BY US POWER SQUADRON 2008
 AG2000'RECOVERED IN GOOD CONDITION.
 AG2000
 AG2000                          STATION RECOVERY (2009)
 AG2000
 AG2000'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (CH)
 AG2000'TOP OF THE CONCRETE SEAWALL AT THE NORTH SIDE OF A CONCRETE SIDEWALK,
 AG2000'70 FT (21.3 M) EAST OF TIDAL 2, 28 FT (8.5 M) WEST OF THE CENTERLINE
 AG2000'OF A WOODEN DOCK AND 56 FT (17.1 M) SOUTHWEST OF THE SOUTHWEST CORNER
 AG2000'OF COAST GUARD BUILDING.
 AG2000
 AG2000                          STATION RECOVERY (2013)
 AG2000
 AG2000'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 AG2000'RECOVERED IN GOOD CONDITION.
 AG2000
 AG2000                          STATION RECOVERY (2020)
 AG2000
 AG2000'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 AG2000'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1999 ***********************************************************************
 AG1999  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1999  DESIGNATION -  872 6217 TIDAL 2
 AG1999  PID         -  AG1999
 AG1999  STATE/COUNTY-  FL/MANATEE
 AG1999  COUNTRY     -  US
 AG1999  USGS QUAD   -  BRADENTON BEACH (2018)
 AG1999
 AG1999                         *CURRENT SURVEY CONTROL
 AG1999  ______________________________________________________________________
 AG1999* NAD 83(1986) POSITION- 27 27 58.73   (N) 082 41 13.95   (W)   HD_HELD1
 AG1999* NAVD 88 ORTHO HEIGHT -     0.984 (meters)        3.23  (feet) ADJUSTED
 AG1999  ______________________________________________________________________
 AG1999  GEOID HEIGHT    -        -24.359 (meters)                     GEOID18
 AG1999  DYNAMIC HEIGHT  -          0.982 (meters)        3.22  (feet) COMP
 AG1999  MODELED GRAVITY -    979,141.0   (mgal)                       NAVD 88
 AG1999
 AG1999  VERT ORDER      -  FIRST     CLASS I
 AG1999
 AG1999.The horizontal coordinates were determined by differentially corrected
 AG1999.hand held GPS observations or other comparable positioning techniques
 AG1999.and have an estimated accuracy of +/- 3 meters.
 AG1999
 AG1999.The orthometric height was determined by differential leveling and
 AG1999.adjusted by the NATIONAL GEODETIC SURVEY
 AG1999.in June 1991.
 AG1999
 AG1999.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1999.GEOID18 height accuracy estimate available here.
 AG1999
 AG1999.This Tidal Bench Mark is designated as VM 6144
 AG1999.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1999
 AG1999.Click photographs - Photos may exist for this station.
 AG1999
 AG1999.The dynamic height is computed by dividing the NAVD 88
 AG1999.geopotential number by the normal gravity value computed on the
 AG1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1999.degrees latitude (g = 980.6199 gals.).
 AG1999
 AG1999.The modeled gravity was interpolated from observed gravity values.
 AG1999
 AG1999;                    North         East    Units  Estimated Accuracy
 AG1999;SPC FL W     -   347,259.8     132,077.9     MT  (+/- 3 meters HH1 GPS) 
 AG1999
 AG1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3328539217(NAD 83)
 AG1999
 AG1999                          SUPERSEDED SURVEY CONTROL
 AG1999
 AG1999  NGVD 29 (??/??/92)    1.29   (m)            4.2    (f) COMPUTED    1 1
 AG1999
 AG1999.Superseded values are not recommended for survey control.
 AG1999
 AG1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1999.See file dsdata.pdf to determine how the superseded data were derived.
 AG1999
 AG1999_MARKER: DB = BENCH MARK DISK
 AG1999_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG1999_SP_SET: SEAWALL
 AG1999_STAMPING: NO 2 1953
 AG1999_MARK LOGO: CGS
 AG1999_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1999+STABILITY: SURFACE MOTION
 AG1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG1999+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2008
 AG1999
 AG1999  HISTORY     - Date     Condition        Report By
 AG1999  HISTORY     - 1953     MONUMENTED       CGS
 AG1999  HISTORY     - 1966     GOOD             CGS
 AG1999  HISTORY     - 1983     GOOD             FLDNR
 AG1999  HISTORY     - 1990     GOOD             USPSQD
 AG1999  HISTORY     - 19900617 GOOD             FLDNR
 AG1999  HISTORY     - 20030306 GOOD             USPSQD
 AG1999  HISTORY     - 20050310 GOOD             USPSQD
 AG1999  HISTORY     - 20060315 GOOD             USPSQD
 AG1999  HISTORY     - 20070112 GOOD             FLDEP
 AG1999  HISTORY     - 20080407 GOOD             USPSQD
 AG1999  HISTORY     - 20090113 GOOD             FL-081
 AG1999  HISTORY     - 20130424 GOOD             FL-081
 AG1999  HISTORY     - 20200817 GOOD             FL-081
 AG1999
 AG1999                          STATION DESCRIPTION
 AG1999
 AG1999'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG1999'AT CORTEZ.
 AG1999'AT CORTEZ, ABOUT 0.3 MILE WEST ALONG CORTEZ ROAD FROM THE POST
 AG1999'OFFICE, THENCE ABOUT 0.15 MILE SOUTH ALONG 124TH STREET CT. W.,
 AG1999'NEAR THE JUNCTION OF BAYVIEW AVENUE, AT THE ALBION INN, 112 1/2
 AG1999'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE INN, 6.0 FEET
 AG1999'WEST OF THE FLAGPOLE, 90.5 FEET WEST OF THE CENTER LINE OF THE
 AG1999'BLACK TOPPED WALK LEADING TO THE NORTH END OF THE FISHING PIER,
 AG1999'69.8 FEET WEST OF TIDAL BENCH MARK 1 DESCRIBED, ABOUT LEVEL
 AG1999'WITH THE GROUND AND IN THE TOP OF THE CONCRETE SEA WALL AT A
 AG1999'POINT 2.5 FEET NORTH OF WHERE THE SEA WALL MAKES A RIGHT ANGLE
 AG1999'TURN.
 AG1999
 AG1999                          STATION RECOVERY (1983)
 AG1999
 AG1999'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG1999'RECOVERED IN GOOD CONDITION EXCEPT THE ALBION INN IS NOW THE U.S.
 AG1999'COAST GUARD CORTEZ STATION.
 AG1999
 AG1999                          STATION RECOVERY (1990)
 AG1999
 AG1999'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG1999'RECOVERED IN GOOD CONDITION.
 AG1999
 AG1999                          STATION RECOVERY (1990)
 AG1999
 AG1999'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG1999'RECOVERED IN GOOD CONDITION.
 AG1999
 AG1999                          STATION RECOVERY (2003)
 AG1999
 AG1999'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG1999'TOP OF SEAWALL AND MARK IS NOW PAINTED YELLOW.
 AG1999
 AG1999                          STATION RECOVERY (2005)
 AG1999
 AG1999'RECOVERY NOTE BY US POWER SQUADRON 2005 (ELS)
 AG1999'TOP OF SEAWALL INCLUDING MARK IS PAINTED YELLOW.
 AG1999
 AG1999                          STATION RECOVERY (2006)
 AG1999
 AG1999'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG1999'RECOVERED IN GOOD CONDITION.
 AG1999
 AG1999                          STATION RECOVERY (2007)
 AG1999
 AG1999'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG1999'THE MARK IS IN CORTEZ, IN SECTION 3, TOWNSHIP 35 SOUTH, RANGE 16 EAST.
 AG1999'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 AG1999'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 AG1999'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 AG1999'AVENUE) FOR 3.95 MI (6.4 KM) TO THE INTERSECTION OF 75TH STREET
 AG1999'NORTHWEST, CONTINUE WEST ON STATE HIGHWAY 64 (MANATEE AVENUE) FOR 4.35
 AG1999'MI (7.0 KM) TO THE JUNCTION OF STATE ROAD 789 (EAST BAY DRIVE) ON THE
 AG1999'LEFT, TURN LEFT ON EAST BAY DRIVE AND GO SOUTH FOR 2.1 MI (3.4 KM) TO
 AG1999'THE JUNCTION OF STATE ROAD 684 (CORTEZ ROAD) ON THE LEFT, TURN LEFT ON
 AG1999'STATE ROAD 684 (CORTEZ ROAD) AND GO EAST FOR 0.75 MI (1.2 KM) TO THE
 AG1999'INTERSECTION OF 124TH STREET COURT WEST, TURN RIGHT ON 124TH STREET
 AG1999'COURT WEST AND GO SOUTH FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF
 AG1999'BAYVIEW AVENUE AND THE U.S. COAST GUARD STATION ON THE LEFT AND THE
 AG1999'MARK, SET FLUSH IN THE TOP OF A CONCRETE SEAWALL BEHIND THE U.S. COAST
 AG1999'GUARD STATION.
 AG1999'
 AG1999'LOCATED 69.8 FT (21.3 M) WEST-NORTHWEST OF A CGS BENCH MARK STAMPED NO
 AG1999'1 1953, 43.5 FT (13.3 M) WEST OF THE WEST EDGE OF A CONCRETE SLAB FOR
 AG1999'A DIESEL TANK, 9.8 FT (3.0 M) SOUTH-SOUTHWEST OF THE SOUTH END OF AN
 AG1999'8.0 FT (2.4 M) CHAIN LINK FENCE AND 2.5 FT (0.8 M) NORTH OF WHERE THE
 AG1999'SEAWALL MAKES A RIGHT ANGLE TURN.
 AG1999
 AG1999                          STATION RECOVERY (2008)
 AG1999
 AG1999'RECOVERY NOTE BY US POWER SQUADRON 2008
 AG1999'RECOVERED IN GOOD CONDITION.
 AG1999
 AG1999                          STATION RECOVERY (2009)
 AG1999
 AG1999'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (CH)
 AG1999'IT IS 2 FT (0.6 M) NORTH OF THE BEND IN THE TOP OF THE SEAWALL.  THE
 AG1999'SOUTHWEST CORNER OF THE CONCRETE SIDEWALK AT MOST SOUTHWESTERLY CORNER
 AG1999'OF THE U.S. COAST GUARD STATION.  104.5 FT (31.9 M) SOUTHWEST OF THE
 AG1999'SOUTHWEST CORNER OF THE COAST GUARD BUILDING.
 AG1999
 AG1999                          STATION RECOVERY (2013)
 AG1999
 AG1999'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 AG1999'RECOVERED IN GOOD CONDITION.
 AG1999
 AG1999                          STATION RECOVERY (2020)
 AG1999
 AG1999'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 AG1999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1998 ***********************************************************************
 AG1998  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1998  DESIGNATION -  872 6217 TIDAL 3
 AG1998  PID         -  AG1998
 AG1998  STATE/COUNTY-  FL/MANATEE
 AG1998  COUNTRY     -  US
 AG1998  USGS QUAD   -  BRADENTON BEACH (2018)
 AG1998
 AG1998                         *CURRENT SURVEY CONTROL
 AG1998  ______________________________________________________________________
 AG1998* NAD 83(1986) POSITION- 27 27 59.     (N) 082 41 11.     (W)   SCALED
 AG1998* NAVD 88 ORTHO HEIGHT -     1.299 (meters)        4.26  (feet) ADJUSTED
 AG1998  ______________________________________________________________________
 AG1998  GEOID HEIGHT    -        -24.360 (meters)                     GEOID18
 AG1998  DYNAMIC HEIGHT  -          1.297 (meters)        4.26  (feet) COMP
 AG1998  MODELED GRAVITY -    979,141.0   (mgal)                       NAVD 88
 AG1998
 AG1998  VERT ORDER      -  FIRST     CLASS II
 AG1998
 AG1998.The horizontal coordinates were scaled from a map and have
 AG1998.an estimated accuracy of +/- 6 seconds.
 AG1998
 AG1998.The orthometric height was determined by differential leveling and
 AG1998.adjusted by the NATIONAL GEODETIC SURVEY
 AG1998.in July 2009.
 AG1998
 AG1998.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1998.GEOID18 height accuracy estimate available here.
 AG1998
 AG1998.This Tidal Bench Mark is designated as VM 6145
 AG1998.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1998
 AG1998.Click photographs - Photos may exist for this station.
 AG1998
 AG1998.The dynamic height is computed by dividing the NAVD 88
 AG1998.geopotential number by the normal gravity value computed on the
 AG1998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1998.degrees latitude (g = 980.6199 gals.).
 AG1998
 AG1998.The modeled gravity was interpolated from observed gravity values.
 AG1998
 AG1998;                    North         East    Units  Estimated Accuracy
 AG1998;SPC FL W     -   347,270.      132,160.      MT  (+/- 180 meters Scaled)
 AG1998
 AG1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL333392(NAD 83)
 AG1998
 AG1998                          SUPERSEDED SURVEY CONTROL
 AG1998
 AG1998  NAVD 88 (06/15/91)    1.302  (m)            4.27   (f) SUPERSEDED  1 1
 AG1998  NGVD 29 (??/??/92)    1.62   (m)            5.3    (f) COMPUTED    1 1
 AG1998
 AG1998.Superseded values are not recommended for survey control.
 AG1998
 AG1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1998.See file dsdata.pdf to determine how the superseded data were derived.
 AG1998
 AG1998_MARKER: DB = BENCH MARK DISK
 AG1998_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG1998_SP_SET: SLAB
 AG1998_STAMPING: N0 3 1953
 AG1998_MARK LOGO: CGS
 AG1998_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG1998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1998_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG1998+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2008
 AG1998
 AG1998  HISTORY     - Date     Condition        Report By
 AG1998  HISTORY     - 1953     MONUMENTED       CGS
 AG1998  HISTORY     - 1966     GOOD             CGS
 AG1998  HISTORY     - 1983     GOOD             FLDNR
 AG1998  HISTORY     - 1990     GOOD             USPSQD
 AG1998  HISTORY     - 19900617 GOOD             FLDNR
 AG1998  HISTORY     - 1991     GOOD             USPSQD
 AG1998  HISTORY     - 20030306 GOOD             USPSQD
 AG1998  HISTORY     - 20050310 GOOD             USPSQD
 AG1998  HISTORY     - 20060315 GOOD             USPSQD
 AG1998  HISTORY     - 20080112 GOOD             FLDEP
 AG1998  HISTORY     - 20080407 GOOD             USPSQD
 AG1998  HISTORY     - 20090113 GOOD             FL-081
 AG1998  HISTORY     - 20200817 GOOD             FL-081
 AG1998
 AG1998                          STATION DESCRIPTION
 AG1998
 AG1998'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG1998'AT CORTEZ.
 AG1998'AT CORTEZ, ABOUT 0.3 MILE WEST ALONG CORTEZ ROAD FROM THE POST
 AG1998'OFFICE, THENCE ABOUT 0.15 MILE SOUTH ALONG 124TH STREET CT. W.,
 AG1998'NEAR THE JUNCTION OF BAYVIEW AVENUE, NORTH OF AND ACROSS BAYVIEW
 AG1998'AVENUE FROM THE ALBION INN, AT THE SOUTH ENTRANCE TO A HOUSE
 AG1998'BEARING THE NAME SOUTH WIND, 46.5 FEET NORTH OF THE CENTER LINE
 AG1998'OF THE AVENUE, 76 FEET EAST OF THE CENTER LINE OF THE STREET,
 AG1998'IN THE TOP AT THE NORTHEAST CORNER OF A CONCRETE SLAB ABOUT
 AG1998'6-FOOT SQUARE AT THE FOOT OF THE STEPS AT THE SOUTH ENTRANCE
 AG1998'OF THE HOUSE AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE AVENUE.
 AG1998
 AG1998                          STATION RECOVERY (1983)
 AG1998
 AG1998'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG1998'RECOVERED IN GOOD CONDITION EXCEPT THE ALBION INN IS NOW THE U.S.
 AG1998'COAST GUARD CORTEZ STATION.
 AG1998
 AG1998                          STATION RECOVERY (1990)
 AG1998
 AG1998'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG1998'RECOVERED IN GOOD CONDITION.
 AG1998
 AG1998                          STATION RECOVERY (1990)
 AG1998
 AG1998'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG1998'RECOVERED IN GOOD CONDITION.
 AG1998
 AG1998                          STATION RECOVERY (1991)
 AG1998
 AG1998'RECOVERY NOTE BY US POWER SQUADRON 1991 (RAT)
 AG1998'RECOVERED IN GOOD CONDITION.
 AG1998
 AG1998                          STATION RECOVERY (2003)
 AG1998
 AG1998'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG1998'MARK NOT GOOD FOR GPS BECAUSE IT IS UNDER A ROOF OF THE PORCH.
 AG1998
 AG1998                          STATION RECOVERY (2005)
 AG1998
 AG1998'RECOVERY NOTE BY US POWER SQUADRON 2005 (ELS)
 AG1998'RECOVERED IN GOOD CONDITION.
 AG1998
 AG1998                          STATION RECOVERY (2006)
 AG1998
 AG1998'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG1998'RECOVERED IN GOOD CONDITION.
 AG1998
 AG1998                          STATION RECOVERY (2008)
 AG1998
 AG1998'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG1998'THE MARK IS IN CORTEZ, IN SECTION 3, TOWNSHIP 35 SOUTH, RANGE 16 EAST.
 AG1998'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 AG1998'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 AG1998'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 AG1998'AVENUE) FOR 3.95 MI (6.4 KM) TO THE INTERSECTION OF 75TH STREET
 AG1998'NORTHWEST, CONTINUE WEST ON STATE HIGHWAY 64 (MANATEE AVENUE) FOR 4.35
 AG1998'MI (7.0 KM) TO THE JUNCTION OF STATE ROAD 789 (EAST BAY DRIVE) ON THE
 AG1998'LEFT, TURN LEFT ON EAST BAY DRIVE AND GO SOUTH FOR 2.1 MI (3.4 KM) TO
 AG1998'THE JUNCTION OF STATE ROAD 684 (CORTEZ ROAD) ON THE LEFT, TURN LEFT ON
 AG1998'STATE ROAD 684 (CORTEZ ROAD) AND GO EAST FOR 0.75 MI (1.2 KM) TO THE
 AG1998'INTERSECTION OF 124TH STREET COURT WEST, TURN RIGHT ON 124TH STREET
 AG1998'COURT WEST AND GO SOUTH FOR 0.15 MI (0.2 KM) TO THE JUNCTION OF
 AG1998'BAYVIEW AVENUE AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A
 AG1998'CONCRETE SLAB NEAR THE SOUTHWEST CORNER OF THE HOUSE ABOUT 1.0 FT (0.3
 AG1998'M) ABOVE THE LEVEL OF BAYVIEW AVENUE.
 AG1998'
 AG1998'LOCATED 76.0 FT (23.2 M) EAST OF THE CENTERLINE OF 124TH STREET COURT
 AG1998'WEST AND 46.5 FT (14.2 M) NORTH OF THE CENTERLINE OF BAYVIEW AVENUE.
 AG1998
 AG1998                          STATION RECOVERY (2008)
 AG1998
 AG1998'RECOVERY NOTE BY US POWER SQUADRON 2008
 AG1998'RECOVERED IN GOOD CONDITION.
 AG1998
 AG1998                          STATION RECOVERY (2009)
 AG1998
 AG1998'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (CH)
 AG1998'RECOVERED IN GOOD CONDITION.
 AG1998
 AG1998                          STATION RECOVERY (2020)
 AG1998
 AG1998'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 AG1998'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7653 ***********************************************************************
 AG7653  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7653  DESIGNATION -  872 6233 B TIDAL
 AG7653  PID         -  AG7653
 AG7653  STATE/COUNTY-  FL/MANATEE
 AG7653  COUNTRY     -  US
 AG7653  USGS QUAD   -  BRADENTON BEACH (2018)
 AG7653
 AG7653                         *CURRENT SURVEY CONTROL
 AG7653  ______________________________________________________________________
 AG7653* NAD 83(1986) POSITION- 27 29 13.3    (N) 082 38 37.4    (W)   HD_HELD2
 AG7653* NAVD 88 ORTHO HEIGHT -     3.164 (meters)       10.38  (feet) ADJUSTED
 AG7653  ______________________________________________________________________
 AG7653  GEOID HEIGHT    -        -24.417 (meters)                     GEOID18
 AG7653  DYNAMIC HEIGHT  -          3.159 (meters)       10.36  (feet) COMP
 AG7653  MODELED GRAVITY -    979,142.3   (mgal)                       NAVD 88
 AG7653
 AG7653  VERT ORDER      -  FIRST     CLASS II
 AG7653
 AG7653.The horizontal coordinates were established by autonomous hand held GPS
 AG7653.observations and have an estimated accuracy of +/- 10 meters.
 AG7653
 AG7653.The orthometric height was determined by differential leveling and
 AG7653.adjusted by the NATIONAL GEODETIC SURVEY
 AG7653.in June 1991.
 AG7653
 AG7653.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7653.GEOID18 height accuracy estimate available here.
 AG7653
 AG7653.This Tidal Bench Mark is designated as VM 6158
 AG7653.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7653
 AG7653.Click photographs - Photos may exist for this station.
 AG7653
 AG7653.The dynamic height is computed by dividing the NAVD 88
 AG7653.geopotential number by the normal gravity value computed on the
 AG7653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7653.degrees latitude (g = 980.6199 gals.).
 AG7653
 AG7653.The modeled gravity was interpolated from observed gravity values.
 AG7653
 AG7653;                    North         East    Units  Estimated Accuracy
 AG7653;SPC FL W     -   349,532.      136,388.      MT  (+/- 10 meters HH2 GPS)
 AG7653
 AG7653_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3761341455(NAD 83)
 AG7653
 AG7653                          SUPERSEDED SURVEY CONTROL
 AG7653
 AG7653.No superseded survey control is available for this station.
 AG7653
 AG7653_MARKER: DB = BENCH MARK DISK
 AG7653_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7653_SP_SET: BRIDGE ABUTMENT
 AG7653_STAMPING: 6233 B 1977
 AG7653_MARK LOGO: NOS
 AG7653_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7653_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7653+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 AG7653
 AG7653  HISTORY     - Date     Condition        Report By
 AG7653  HISTORY     - 1977     MONUMENTED       NOS
 AG7653  HISTORY     - 1983     GOOD             FLDNR
 AG7653  HISTORY     - 20020306 GOOD             USPSQD
 AG7653  HISTORY     - 20050310 GOOD             USPSQD
 AG7653  HISTORY     - 20071215 GOOD             FLDNR
 AG7653  HISTORY     - 20080515 GOOD             COBFL
 AG7653  HISTORY     - 20120726 GOOD             FL-081
 AG7653  HISTORY     - 20200526 GOOD             FL-081
 AG7653
 AG7653                          STATION DESCRIPTION
 AG7653
 AG7653'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7653'5.05 MI WEST FROM BRADENTON.
 AG7653'BEGIN AT THE BRADENTON POST OFFICE, GO 4.4 MILES WEST ON STATE HIGHWAY
 AG7653'64 TO THE JUNCTION OF PALMA SOLA BOULEVARD, GO 0.65 MILE SOUTH ON
 AG7653'PALMA SOLA BOULEVARD TO A SMALL BRIDGE AND BOAT BASIN.  THE MARK IS
 AG7653'SET AT THE NORTHEAST CORNER OF THE BRIDGE, 18 FEET EAST OF THE
 AG7653'CENTERLINE OF PALMA SOLA BOULEVARD, AND 1 FOOT EAST OF THE EAST EDGE
 AG7653'OF THE BRIDGE.
 AG7653
 AG7653                          STATION RECOVERY (2002)
 AG7653
 AG7653'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7653'RECOVERED IN GOOD CONDITION.
 AG7653
 AG7653                          STATION RECOVERY (2005)
 AG7653
 AG7653'RECOVERY NOTE BY US POWER SQUADRON 2005 (ELS)
 AG7653'RECOVERED IN GOOD CONDITION.
 AG7653
 AG7653                          STATION RECOVERY (2007)
 AG7653
 AG7653'RECOVERY NOTE BY FL DEPT OF NAT RES 2007 (JRH)
 AG7653'RECOVERED AS DESCRIBED.
 AG7653
 AG7653                          STATION RECOVERY (2008)
 AG7653
 AG7653'RECOVERY NOTE BY CITY OF BRADENTON 2008 (DEC)
 AG7653'RECOVERED IN GOOD CONDITION.
 AG7653
 AG7653                          STATION RECOVERY (2012)
 AG7653
 AG7653'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KCW)
 AG7653'RECOVERED IN GOOD CONDITION.
 AG7653
 AG7653                          STATION RECOVERY (2020)
 AG7653
 AG7653'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (BP)
 AG7653'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7655 ***********************************************************************
 AG7655  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7655  DESIGNATION -  872 6233 C TIDAL
 AG7655  PID         -  AG7655
 AG7655  STATE/COUNTY-  FL/MANATEE
 AG7655  COUNTRY     -  US
 AG7655  USGS QUAD   -  BRADENTON BEACH (2018)
 AG7655
 AG7655                         *CURRENT SURVEY CONTROL
 AG7655  ______________________________________________________________________
 AG7655* NAD 83(1986) POSITION- 27 29 13.58   (N) 082 38 37.12   (W)   HD_HELD1
 AG7655* NAVD 88 ORTHO HEIGHT -     1.012 (meters)        3.32  (feet) ADJUSTED
 AG7655  ______________________________________________________________________
 AG7655  GEOID HEIGHT    -        -24.418 (meters)                     GEOID18
 AG7655  DYNAMIC HEIGHT  -          1.011 (meters)        3.32  (feet) COMP
 AG7655  MODELED GRAVITY -    979,142.3   (mgal)                       NAVD 88
 AG7655
 AG7655  VERT ORDER      -  FIRST     CLASS II
 AG7655
 AG7655.The horizontal coordinates were determined by differentially corrected
 AG7655.hand held GPS observations or other comparable positioning techniques
 AG7655.and have an estimated accuracy of +/- 3 meters.
 AG7655
 AG7655.The orthometric height was determined by differential leveling and
 AG7655.adjusted by the NATIONAL GEODETIC SURVEY
 AG7655.in July 2009.
 AG7655
 AG7655.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7655.GEOID18 height accuracy estimate available here.
 AG7655
 AG7655.This Tidal Bench Mark is designated as VM 6159
 AG7655.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7655
 AG7655.Click photographs - Photos may exist for this station.
 AG7655
 AG7655.The dynamic height is computed by dividing the NAVD 88
 AG7655.geopotential number by the normal gravity value computed on the
 AG7655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7655.degrees latitude (g = 980.6199 gals.).
 AG7655
 AG7655.The modeled gravity was interpolated from observed gravity values.
 AG7655
 AG7655;                    North         East    Units  Estimated Accuracy
 AG7655;SPC FL W     -   349,540.7     136,395.7     MT  (+/- 3 meters HH1 GPS) 
 AG7655
 AG7655_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3762141463(NAD 83)
 AG7655
 AG7655                          SUPERSEDED SURVEY CONTROL
 AG7655
 AG7655  NAVD 88 (06/15/91)    1.015  (m)            3.33   (f) SUPERSEDED  2 1
 AG7655
 AG7655.Superseded values are not recommended for survey control.
 AG7655
 AG7655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7655.See file dsdata.pdf to determine how the superseded data were derived.
 AG7655
 AG7655_MARKER: DB = BENCH MARK DISK
 AG7655_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7655_SP_SET: SEAWALL
 AG7655_STAMPING: 6233 C 1977
 AG7655_MARK LOGO: NOS
 AG7655_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7655+STABILITY: SURFACE MOTION
 AG7655_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7655+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2020
 AG7655
 AG7655  HISTORY     - Date     Condition        Report By
 AG7655  HISTORY     - 1977     MONUMENTED       NOS
 AG7655  HISTORY     - 1983     GOOD             FLDNR
 AG7655  HISTORY     - 20020306 MARK NOT FOUND   USPSQD
 AG7655  HISTORY     - 20050310 MARK NOT FOUND   USPSQD
 AG7655  HISTORY     - 20071215 GOOD             FLDEP
 AG7655  HISTORY     - 20080515 GOOD             COBFL
 AG7655  HISTORY     - 20120514 GOOD             HSS
 AG7655  HISTORY     - 20200526 GOOD             FL-081
 AG7655
 AG7655                          STATION DESCRIPTION
 AG7655
 AG7655'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7655'5.05 MI WEST FROM BRADENTON.
 AG7655'BEGIN AT THE BRADENTON POST OFFICE, GO 4.4 MILES WEST ON STATE HIGHWAY
 AG7655'64 TO THE JUNCTION OF PALMA SOLA BOULEVARD, GO 0.65 MILE SOUTH ON
 AG7655'PALMA SOLA BOULEVARD TO A SMALL BRIDGE AND BOAT BASIN.  THE MARK BEARS
 AG7655'45 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, 40 FEET EAST
 AG7655'OF THE CENTERLINE OF PALMA SOLA BOULEVARD, AND 81 FEET SOUTH OF THE
 AG7655'CENTERLINE OF PORTOSUENO AVENUE.
 AG7655
 AG7655                          STATION RECOVERY (2002)
 AG7655
 AG7655'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7655'SEARCHED AREA FOR ABOUT 15 MINUTES AND DID NOT FIND.
 AG7655
 AG7655                          STATION RECOVERY (2005)
 AG7655
 AG7655'RECOVERY NOTE BY US POWER SQUADRON 2005 (ELS)
 AG7655'MARK NOT FOUND.
 AG7655
 AG7655                          STATION RECOVERY (2007)
 AG7655
 AG7655'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7655'RECOVERED AS DESCRIBED.
 AG7655
 AG7655                          STATION RECOVERY (2008)
 AG7655
 AG7655'RECOVERY NOTE BY CITY OF BRADENTON 2008 (DEC)
 AG7655'RECOVERED IN GOOD CONDITION.
 AG7655
 AG7655                          STATION RECOVERY (2012)
 AG7655
 AG7655'RECOVERY NOTE BY HYATT SURVEY SERVICES 2012 (MJW)
 AG7655'RECOVERED AS DESCRIBED.
 AG7655
 AG7655                          STATION RECOVERY (2020)
 AG7655
 AG7655'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (BP)
 AG7655'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7654 ***********************************************************************
 AG7654  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7654  DESIGNATION -  872 6233 E TIDAL
 AG7654  PID         -  AG7654
 AG7654  STATE/COUNTY-  FL/MANATEE
 AG7654  COUNTRY     -  US
 AG7654  USGS QUAD   -  BRADENTON BEACH (2018)
 AG7654
 AG7654                         *CURRENT SURVEY CONTROL
 AG7654  ______________________________________________________________________
 AG7654* NAD 83(1986) POSITION- 27 29 13.1    (N) 082 38 34.0    (W)   HD_HELD2
 AG7654* NAVD 88 ORTHO HEIGHT -     0.997 (meters)        3.27  (feet) ADJUSTED
 AG7654  ______________________________________________________________________
 AG7654  GEOID HEIGHT    -        -24.418 (meters)                     GEOID18
 AG7654  DYNAMIC HEIGHT  -          0.995 (meters)        3.26  (feet) COMP
 AG7654  MODELED GRAVITY -    979,142.3   (mgal)                       NAVD 88
 AG7654
 AG7654  VERT ORDER      -  FIRST     CLASS II
 AG7654
 AG7654.The horizontal coordinates were established by autonomous hand held GPS
 AG7654.observations and have an estimated accuracy of +/- 10 meters.
 AG7654
 AG7654.The orthometric height was determined by differential leveling and
 AG7654.adjusted by the NATIONAL GEODETIC SURVEY
 AG7654.in July 2009.
 AG7654
 AG7654.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7654.GEOID18 height accuracy estimate available here.
 AG7654
 AG7654.This Tidal Bench Mark is designated as VM 6160
 AG7654.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7654
 AG7654.Click photographs - Photos may exist for this station.
 AG7654
 AG7654.The dynamic height is computed by dividing the NAVD 88
 AG7654.geopotential number by the normal gravity value computed on the
 AG7654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7654.degrees latitude (g = 980.6199 gals.).
 AG7654
 AG7654.The modeled gravity was interpolated from observed gravity values.
 AG7654
 AG7654;                    North         East    Units  Estimated Accuracy
 AG7654;SPC FL W     -   349,525.      136,481.      MT  (+/- 10 meters HH2 GPS)
 AG7654
 AG7654_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3770641447(NAD 83)
 AG7654
 AG7654                          SUPERSEDED SURVEY CONTROL
 AG7654
 AG7654  NAVD 88 (06/15/91)    1.005  (m)            3.30   (f) SUPERSEDED  2 1
 AG7654
 AG7654.Superseded values are not recommended for survey control.
 AG7654
 AG7654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7654.See file dsdata.pdf to determine how the superseded data were derived.
 AG7654
 AG7654_MARKER: DB = BENCH MARK DISK
 AG7654_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7654_SP_SET: SEAWALL
 AG7654_STAMPING: 6233 E 1977
 AG7654_MARK LOGO: NOS
 AG7654_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7654+STABILITY: SURFACE MOTION
 AG7654_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7654+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2008
 AG7654
 AG7654  HISTORY     - Date     Condition        Report By
 AG7654  HISTORY     - 1977     MONUMENTED       NOS
 AG7654  HISTORY     - 1983     GOOD             FLDNR
 AG7654  HISTORY     - 20020306 GOOD             USPSQD
 AG7654  HISTORY     - 20050310 GOOD             USPSQD
 AG7654  HISTORY     - 20071215 GOOD             FLDEP
 AG7654  HISTORY     - 20080515 GOOD             COBFL
 AG7654  HISTORY     - 20120726 GOOD             FL-081
 AG7654  HISTORY     - 20200526 GOOD             FL-081
 AG7654
 AG7654                          STATION DESCRIPTION
 AG7654
 AG7654'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7654'5.05 MI WEST FROM BRADENTON.
 AG7654'BEGIN AT THE BRADENTON POST OFFICE, GO 4.4 MILES WEST ON STATE HIGHWAY
 AG7654'64 TO THE JUNCTION OF PALMA SOLA BOULEVARD, GO 0.65 MILE SOUTH ON
 AG7654'PALMA SOLA BOULEVARD TO A SMALL BRIDGE AND BOAT BASIN.  THE MARK IS
 AG7654'SET IN THE NORTH SEAWALL OF THE BOAT BASIN, 39 FEET SOUTH OF THE
 AG7654'CENTERLINE OF PORTOSUENO AVENUE, 81 FEET SOUTHWEST OF THE JUNCTION OF
 AG7654'ALCAZAR DRIVE WITH PORTOSUENO AVENUE, AND 50 FEET WEST OF A SABAL
 AG7654'PALM.
 AG7654
 AG7654                          STATION RECOVERY (2002)
 AG7654
 AG7654'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7654'RECOVERED IN GOOD CONDITION.
 AG7654
 AG7654                          STATION RECOVERY (2005)
 AG7654
 AG7654'RECOVERY NOTE BY US POWER SQUADRON 2005 (ELS)
 AG7654'RECOVERED IN GOOD CONDITION.
 AG7654
 AG7654                          STATION RECOVERY (2007)
 AG7654
 AG7654'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7654'RECOVERED AS DESCRIBED.
 AG7654
 AG7654                          STATION RECOVERY (2008)
 AG7654
 AG7654'RECOVERY NOTE BY CITY OF BRADENTON 2008 (DEC)
 AG7654'RECOVERED IN GOOD CONDITION.
 AG7654
 AG7654                          STATION RECOVERY (2012)
 AG7654
 AG7654'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KCW)
 AG7654'RECOVERED IN GOOD CONDITION.
 AG7654
 AG7654                          STATION RECOVERY (2020)
 AG7654
 AG7654'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (BP)
 AG7654'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7707 ***********************************************************************
 AG7707  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7707  DESIGNATION -  872 6238 A TIDAL
 AG7707  PID         -  AG7707
 AG7707  STATE/COUNTY-  FL/MANATEE
 AG7707  COUNTRY     -  US
 AG7707  USGS QUAD   -  LORRAINE (2018)
 AG7707
 AG7707                         *CURRENT SURVEY CONTROL
 AG7707  ______________________________________________________________________
 AG7707* NAD 83(1986) POSITION- 27 27 46.19   (N) 082 29 33.20   (W)   HD_HELD1
 AG7707* NAVD 88 ORTHO HEIGHT -     0.619 (meters)        2.03  (feet) ADJUSTED
 AG7707  ______________________________________________________________________
 AG7707  GEOID HEIGHT    -        -24.554 (meters)                     GEOID18
 AG7707  DYNAMIC HEIGHT  -          0.618 (meters)        2.03  (feet) COMP
 AG7707  MODELED GRAVITY -    979,136.2   (mgal)                       NAVD 88
 AG7707
 AG7707  VERT ORDER      -  FIRST     CLASS II
 AG7707
 AG7707.The horizontal coordinates were determined by differentially corrected
 AG7707.hand held GPS observations or other comparable positioning techniques
 AG7707.and have an estimated accuracy of +/- 3 meters.
 AG7707
 AG7707.The orthometric height was determined by differential leveling and
 AG7707.adjusted by the NATIONAL GEODETIC SURVEY
 AG7707.in June 2021.
 AG7707
 AG7707.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7707.GEOID18 height accuracy estimate available here.
 AG7707
 AG7707.This Tidal Bench Mark is designated as VM 6162
 AG7707.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7707
 AG7707.Click photographs - Photos may exist for this station.
 AG7707
 AG7707.The dynamic height is computed by dividing the NAVD 88
 AG7707.geopotential number by the normal gravity value computed on the
 AG7707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7707.degrees latitude (g = 980.6199 gals.).
 AG7707
 AG7707.The modeled gravity was interpolated from observed gravity values.
 AG7707
 AG7707;                    North         East    Units  Estimated Accuracy
 AG7707;SPC FL W     -   346,782.5     151,315.7     MT  (+/- 3 meters HH1 GPS) 
 AG7707
 AG7707_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5251738585(NAD 83)
 AG7707
 AG7707                          SUPERSEDED SURVEY CONTROL
 AG7707
 AG7707  NAVD 88 (07/08/09)    0.627  (m)            2.06   (f) SUPERSEDED  1 2
 AG7707  NAVD 88 (06/15/91)    0.652  (m)            2.14   (f) SUPERSEDED  2 1
 AG7707
 AG7707.Superseded values are not recommended for survey control.
 AG7707
 AG7707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7707.See file dsdata.pdf to determine how the superseded data were derived.
 AG7707
 AG7707_MARKER: DB = BENCH MARK DISK
 AG7707_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7707_SP_SET: RETAINING WALL
 AG7707_STAMPING: 6238 A 1977
 AG7707_MARK LOGO: NOS
 AG7707_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7707+STABILITY: SURFACE MOTION
 AG7707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7707+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2021
 AG7707
 AG7707  HISTORY     - Date     Condition        Report By
 AG7707  HISTORY     - 1977     MONUMENTED       NOS
 AG7707  HISTORY     - 1983     GOOD             FLDNR
 AG7707  HISTORY     - 20071202 GOOD             FLDEP
 AG7707  HISTORY     - 20090115 GOOD             FL-081
 AG7707  HISTORY     - 20140108 GOOD             FL-081
 AG7707  HISTORY     - 20210415 GOOD             PICKET
 AG7707
 AG7707                          STATION DESCRIPTION
 AG7707
 AG7707'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7707'5.45 MI ENE FROM ONECO.
 AG7707'BEGIN AT THE JUNCTION OF STATE HIGHWAY 70 WITH U.S. HIGHWAY 301, GO
 AG7707'3.85 MILES EAST ON STATE HIGHWAY 70 TO THE JUNCTION OF CARUSO ROAD, GO
 AG7707'1.05 MILES NORTH ON CARUSO ROAD TO ITS JUNCTION WITH 44TH AVENUE EAST,
 AG7707'GO 0.25 MILE WEST ON 44TH AVENUE EAST TO THE L-JUNCTION OF MORGAN
 AG7707'JOHNSON ROAD, GO 0.1 MILE NORTH ON MORGAN JOHNSON ROAD TO 41ST AVENUE
 AG7707'EAST, GO 0.2 MILE WEST ON 41ST AVENUE EAST TO THE MARK.  THE MARK
 AG7707'BEARS 137 FEET NORTHWEST OF A POWER POLE AT THE END OF THE ROAD, 53.5
 AG7707'FEET WEST OF THE NORTHWEST CORNER OF HOUSE 5507, AND 40 FEET NORTH OF
 AG7707'THE NORTHWEST CORNER OF A WALLED-IN GARDEN.
 AG7707
 AG7707                          STATION RECOVERY (2007)
 AG7707
 AG7707'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7707'THE MARK IS IN BRADEN POINT, IN SECTION 3, TOWNSHIP 35 SOUTH, RANGE 18
 AG7707'EAST.
 AG7707'
 AG7707'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 (EXIT 220) AND
 AG7707'STATE HIGHWAY 64 ON THE EAST SIDE OF BRADENTON, GO WEST ON STATE
 AG7707'HIGHWAY 64 (MANATEE AVENUE EAST) FOR 1.2 MI (1.9 KM) TO THE JUNCTION
 AG7707'OF 57TH STREET EAST (MORGAN JOHNSON ROAD) ON THE LEFT, TURN LEFT ON
 AG7707'57TH STREET EAST (MORGAN JOHNSON ROAD) AND GO SOUTH FOR 2.15 MI (3.5
 AG7707'KM) TO THE JUNCTION OF 41ST AVENUE EAST ON THE RIGHT, TURN RIGHT ON
 AG7707'41ST AVENUE EAST AND GO WEST FOR 0.2 MI (0.3 KM) TO THE ROADS END AT A
 AG7707'CUL-DE-SAC, JUST EAST OF THE BRADEN RIVER, AND THE MARK, SET FLUSH IN
 AG7707'THE TOP OF THE CONCRETE RETAINING WALL.
 AG7707'
 AG7707'LOCATED 139.0 FT (42.4 M) NORTH OF A NOS BENCH MARK STAMPED 6238 B
 AG7707'1977 AND 53.5 FT (16.3 M) WEST OF THE NORTHWEST CORNER OF THE
 AG7707'RESIDENCE AT 5507 41 AVENUE EAST.
 AG7707
 AG7707                          STATION RECOVERY (2009)
 AG7707
 AG7707'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (AG)
 AG7707'RECOVERED IN GOOD CONDITION.
 AG7707
 AG7707                          STATION RECOVERY (2014)
 AG7707
 AG7707'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2014 (TC)
 AG7707'RECOVERED IN GOOD CONDITION.
 AG7707
 AG7707                          STATION RECOVERY (2021)
 AG7707
 AG7707'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JMC)
 AG7707'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7708 ***********************************************************************
 AG7708  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7708  DESIGNATION -  872 6238 B TIDAL
 AG7708  PID         -  AG7708
 AG7708  STATE/COUNTY-  FL/MANATEE
 AG7708  COUNTRY     -  US
 AG7708  USGS QUAD   -  LORRAINE (2018)
 AG7708
 AG7708                         *CURRENT SURVEY CONTROL
 AG7708  ______________________________________________________________________
 AG7708* NAD 83(1986) POSITION- 27 27 44.83   (N) 082 29 33.06   (W)   HD_HELD1
 AG7708* NAVD 88 ORTHO HEIGHT -     0.679 (meters)        2.23  (feet) ADJUSTED
 AG7708  ______________________________________________________________________
 AG7708  GEOID HEIGHT    -        -24.554 (meters)                     GEOID18
 AG7708  DYNAMIC HEIGHT  -          0.678 (meters)        2.22  (feet) COMP
 AG7708  MODELED GRAVITY -    979,136.2   (mgal)                       NAVD 88
 AG7708
 AG7708  VERT ORDER      -  FIRST     CLASS II
 AG7708
 AG7708.The horizontal coordinates were determined by differentially corrected
 AG7708.hand held GPS observations or other comparable positioning techniques
 AG7708.and have an estimated accuracy of +/- 3 meters.
 AG7708
 AG7708.The orthometric height was determined by differential leveling and
 AG7708.adjusted by the NATIONAL GEODETIC SURVEY
 AG7708.in July 2009.
 AG7708
 AG7708.No vertical observational check was made to the station.
 AG7708
 AG7708.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7708.GEOID18 height accuracy estimate available here.
 AG7708
 AG7708.This Tidal Bench Mark is designated as VM 6163
 AG7708.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7708
 AG7708.Click photographs - Photos may exist for this station.
 AG7708
 AG7708.The dynamic height is computed by dividing the NAVD 88
 AG7708.geopotential number by the normal gravity value computed on the
 AG7708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7708.degrees latitude (g = 980.6199 gals.).
 AG7708
 AG7708.The modeled gravity was interpolated from observed gravity values.
 AG7708
 AG7708;                    North         East    Units  Estimated Accuracy
 AG7708;SPC FL W     -   346,740.6     151,319.4     MT  (+/- 3 meters HH1 GPS) 
 AG7708
 AG7708_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5252038543(NAD 83)
 AG7708
 AG7708                          SUPERSEDED SURVEY CONTROL
 AG7708
 AG7708  NAVD 88 (06/15/91)    0.689  (m)            2.26   (f) SUPERSEDED  2 1
 AG7708
 AG7708.Superseded values are not recommended for survey control.
 AG7708
 AG7708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7708.See file dsdata.pdf to determine how the superseded data were derived.
 AG7708
 AG7708_MARKER: DB = BENCH MARK DISK
 AG7708_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7708_SP_SET: RETAINING WALL
 AG7708_STAMPING: 6238 B 1977
 AG7708_MARK LOGO: NOS
 AG7708_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7708+STABILITY: SURFACE MOTION
 AG7708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7708+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2021
 AG7708
 AG7708  HISTORY     - Date     Condition        Report By
 AG7708  HISTORY     - 1977     MONUMENTED       NOS
 AG7708  HISTORY     - 1983     GOOD             FLDNR
 AG7708  HISTORY     - 20071202 GOOD             FLDEP
 AG7708  HISTORY     - 20090115 GOOD             FL-081
 AG7708  HISTORY     - 20140108 GOOD             FL-081
 AG7708  HISTORY     - 20210415 GOOD             PICKET
 AG7708
 AG7708                          STATION DESCRIPTION
 AG7708
 AG7708'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7708'5.45 MI ENE FROM ONECO.
 AG7708'BEGIN AT THE JUNCTION OF STATE HIGHWAY 70 WITH U.S. HIGHWAY 301, GO
 AG7708'3.85 MILES EAST ON STATE HIGHWAY 70 TO THE JUNCTION OF CARUSO ROAD, GO
 AG7708'1.05 MILES NORTH ON CARUSO ROAD TO ITS JUNCTION WITH 44TH AVENUE EAST,
 AG7708'GO 0.25 MILE WEST ON 44TH AVENUE EAST TO THE L-JUNCTION OF MORGAN
 AG7708'JOHNSON ROAD, GO 0.1 MILE NORTH ON MORGAN JOHNSON ROAD TO 41ST AVENUE
 AG7708'EAST, GO 0.2 MILE WEST ON 41ST AVENUE EAST TO THE MARK.  THE MARK
 AG7708'BEARS 115 FEET WEST OF A POWER POLE AT THE END OF THE ROAD, 20 FEET
 AG7708'NORTH OF A CURVE IN THE SEAWALL, AND 67 FEET SOUTH OF THE SOUTHWEST
 AG7708'CORNER OF A WALLED-IN GARDEN.
 AG7708
 AG7708                          STATION RECOVERY (2007)
 AG7708
 AG7708'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7708'THE MARK IS IN BRADEN POINT, IN SECTION 3, TOWNSHIP 35 SOUTH, RANGE 18
 AG7708'EAST.
 AG7708'
 AG7708'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 (EXIT 220) AND
 AG7708'STATE HIGHWAY 64 ON THE EAST SIDE OF BRADENTON, GO WEST ON STATE
 AG7708'HIGHWAY 64 (MANATEE AVENUE EAST) FOR 1.2 MI (1.9 KM) TO THE JUNCTION
 AG7708'OF 57TH STREET EAST (MORGAN JOHNSON ROAD) ON THE LEFT, TURN LEFT ON
 AG7708'57TH STREET EAST (MORGAN JOHNSON ROAD) AND GO SOUTH FOR 2.15 MI (3.5
 AG7708'KM) TO THE JUNCTION OF 41ST AVENUE EAST ON THE RIGHT, TURN RIGHT ON
 AG7708'41ST AVENUE EAST AND GO WEST FOR 0.2 MI (0.3 KM) TO THE ROADS END AT A
 AG7708'CUL-DE-SAC, JUST EAST OF THE BRADEN RIVER, AND THE MARK, SET FLUSH IN
 AG7708'THE TOP OF THE CONCRETE RETAINING WALL.
 AG7708'
 AG7708'LOCATED 139.0 FT (42.4 M) SOUTH OF A NOS BENCH MARK STAMPED 6238 A
 AG7708'1977, 117.0 FT (35.7 M) WEST OF A NOS BENCH MARK STAMPED 6238 C 1977
 AG7708'AND 20.0 FT (6.1 M) NORTH OF THE SOUTH POINT OF THE INTERSECTION OF
 AG7708'THE RETAINING WALL.
 AG7708
 AG7708                          STATION RECOVERY (2009)
 AG7708
 AG7708'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (AG)
 AG7708'RECOVERED IN GOOD CONDITION.
 AG7708
 AG7708                          STATION RECOVERY (2014)
 AG7708
 AG7708'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2014 (TC)
 AG7708'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 AG7708
 AG7708                          STATION RECOVERY (2021)
 AG7708
 AG7708'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JMC)
 AG7708'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7706 ***********************************************************************
 AG7706  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7706  DESIGNATION -  872 6238 C TIDAL
 AG7706  PID         -  AG7706
 AG7706  STATE/COUNTY-  FL/MANATEE
 AG7706  COUNTRY     -  US
 AG7706  USGS QUAD   -  LORRAINE (2018)
 AG7706
 AG7706                         *CURRENT SURVEY CONTROL
 AG7706  ______________________________________________________________________
 AG7706* NAD 83(1986) POSITION- 27 27 45.41   (N) 082 29 31.97   (W)   HD_HELD1
 AG7706* NAVD 88 ORTHO HEIGHT -     0.716 (meters)        2.35  (feet) ADJUSTED
 AG7706  ______________________________________________________________________
 AG7706  GEOID HEIGHT    -        -24.555 (meters)                     GEOID18
 AG7706  DYNAMIC HEIGHT  -          0.715 (meters)        2.35  (feet) COMP
 AG7706  MODELED GRAVITY -    979,136.2   (mgal)                       NAVD 88
 AG7706
 AG7706  VERT ORDER      -  FIRST     CLASS II
 AG7706
 AG7706.The horizontal coordinates were determined by differentially corrected
 AG7706.hand held GPS observations or other comparable positioning techniques
 AG7706.and have an estimated accuracy of +/- 3 meters.
 AG7706
 AG7706.The orthometric height was determined by differential leveling and
 AG7706.adjusted by the NATIONAL GEODETIC SURVEY
 AG7706.in June 2021.
 AG7706
 AG7706.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7706.GEOID18 height accuracy estimate available here.
 AG7706
 AG7706.This Tidal Bench Mark is designated as VM 6164
 AG7706.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7706
 AG7706.Click photographs - Photos may exist for this station.
 AG7706
 AG7706.The dynamic height is computed by dividing the NAVD 88
 AG7706.geopotential number by the normal gravity value computed on the
 AG7706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7706.degrees latitude (g = 980.6199 gals.).
 AG7706
 AG7706.The modeled gravity was interpolated from observed gravity values.
 AG7706
 AG7706;                    North         East    Units  Estimated Accuracy
 AG7706;SPC FL W     -   346,758.3     151,349.4     MT  (+/- 3 meters HH1 GPS) 
 AG7706
 AG7706_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5255038561(NAD 83)
 AG7706
 AG7706                          SUPERSEDED SURVEY CONTROL
 AG7706
 AG7706  NAVD 88 (07/08/09)    0.720  (m)            2.36   (f) SUPERSEDED  1 2
 AG7706  NAVD 88 (06/15/91)    0.752  (m)            2.47   (f) SUPERSEDED  2 1
 AG7706
 AG7706.Superseded values are not recommended for survey control.
 AG7706
 AG7706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7706.See file dsdata.pdf to determine how the superseded data were derived.
 AG7706
 AG7706_MARKER: DB = BENCH MARK DISK
 AG7706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7706_STAMPING: 6238 C 1977
 AG7706_MARK LOGO: NOS
 AG7706_PROJECTION: RECESSED 30 CENTIMETERS
 AG7706_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7706+STABILITY: SURFACE MOTION
 AG7706_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7706+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2021
 AG7706
 AG7706  HISTORY     - Date     Condition        Report By
 AG7706  HISTORY     - 1977     MONUMENTED       NOS
 AG7706  HISTORY     - 1983     GOOD             FLDNR
 AG7706  HISTORY     - 20071202 GOOD             FLDEP
 AG7706  HISTORY     - 20090115 GOOD             FL-081
 AG7706  HISTORY     - 20140108 GOOD             FL-081
 AG7706  HISTORY     - 20210415 GOOD             PICKET
 AG7706
 AG7706                          STATION DESCRIPTION
 AG7706
 AG7706'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7706'5.45 MI ENE FROM ONECO.
 AG7706'BEGIN AT THE JUNCTION OF STATE HIGHWAY 70 WITH U.S. HIGHWAY 301, GO
 AG7706'3.85 MILES EAST ON STATE HIGHWAY 70 TO THE JUNCTION OF CARUSO ROAD, GO
 AG7706'1.05 MILES NORTH ON CARUSO ROAD TO ITS JUNCTION WITH 44TH AVENUE EAST,
 AG7706'GO 0.25 MILE WEST ON 44TH AVENUE EAST TO THE L-JUNCTION OF MORGAN
 AG7706'JOHNSON ROAD, GO 0.1 MILE NORTH ON MORGAN JOHNSON ROAD TO 41ST AVENUE
 AG7706'EAST, GO 0.2 MILE WEST ON 41ST AVENUE EAST TO THE MARK.  THE MARK
 AG7706'BEARS 1 FOOT EAST OF A POWER POLE AT THE END OF THE ROAD, 2.6 FEET
 AG7706'SOUTH OF A DRAIN, AND 7 FEET WEST OF THE EDGE OF THE PAVEMENT.
 AG7706
 AG7706                          STATION RECOVERY (2007)
 AG7706
 AG7706'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7706'THE MARK IS IN BRADEN POINT, IN SECTION 3, TOWNSHIP 35 SOUTH, RANGE 18
 AG7706'EAST.
 AG7706'
 AG7706'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 (EXIT 220) AND
 AG7706'STATE HIGHWAY 64 ON THE EAST SIDE OF BRADENTON, GO WEST ON STATE
 AG7706'HIGHWAY 64 (MANATEE AVENUE EAST) FOR 1.2 MI (1.9 KM) TO THE JUNCTION
 AG7706'OF 57TH STREET EAST (MORGAN JOHNSON ROAD) ON THE LEFT, TURN LEFT ON
 AG7706'57TH STREET EAST (MORGAN JOHNSON ROAD) AND GO SOUTH FOR 2.15 MI (3.5
 AG7706'KM) TO THE JUNCTION OF 41ST AVENUE EAST ON THE RIGHT, TURN RIGHT ON
 AG7706'41ST AVENUE EAST AND GO WEST FOR 0.2 MI (0.3 KM) TO THE ROADS END AT A
 AG7706'CUL-DE-SAC, JUST EAST OF THE BRADEN RIVER, AND THE MARK, SET FLUSH IN
 AG7706'THE TOP OF A ROUND CONCRETE MONUMENT, IN THE SOUTHWEST QUADRANT OF THE
 AG7706'CUL-DE-SAC, 1.0 FT (0.3 M) BELOW THE LEVEL OF THE GROUND AND ABOUT
 AG7706'LEVEL WITH THE ROAD.
 AG7706'
 AG7706'LOCATED 117.0 FT (35.7 M) EAST OF A NOS BENCH MARK STAMPED 6238 B
 AG7706'1977, 7.0 FT (2.1 M) WEST OF THE EDGE OF THE PAVEMENT OF THE
 AG7706'CUL-DE-SAC, 2.6 FT (0.8 M) SOUTH OF A STORM WATER DRAIN AND 1.0 FT
 AG7706'(0.3 M) EAST OF THE EASTERN MOST ONE OF TWO WOODEN POWER POLES.
 AG7706
 AG7706                          STATION RECOVERY (2009)
 AG7706
 AG7706'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (AG)
 AG7706'RECOVERED IN GOOD CONDITION.
 AG7706
 AG7706                          STATION RECOVERY (2014)
 AG7706
 AG7706'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2014 (TC)
 AG7706'RECOVERED IN GOOD CONDITION 2.0 FT (0.6 M) NORTH OF THE EDGE OF A
 AG7706'CONCRETE DRIVEWAY TO HOUSE NUMBER 5504 41ST AVENUE EAST AND 6.0 FT
 AG7706'(1.8 M) WEST OF THE EDGE OF THE PAVEMENT.
 AG7706
 AG7706                          STATION RECOVERY (2021)
 AG7706
 AG7706'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JMC)
 AG7706'RECOVERED AS DESCRIBED.
 AG7706'
 AG7706'NOTE-THE STATION IS LOCATED 2 FT (0.6 M) SOUTHEAST OF THE CENTER OF A
 AG7706'METAL WATER METER LID.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7705 ***********************************************************************
 AG7705  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7705  DESIGNATION -  872 6238 E TIDAL
 AG7705  PID         -  AG7705
 AG7705  STATE/COUNTY-  FL/MANATEE
 AG7705  COUNTRY     -  US
 AG7705  USGS QUAD   -  LORRAINE (2018)
 AG7705
 AG7705                         *CURRENT SURVEY CONTROL
 AG7705  ______________________________________________________________________
 AG7705* NAD 83(1986) POSITION- 27 27 47.63   (N) 082 29 28.99   (W)   HD_HELD1
 AG7705* NAVD 88 ORTHO HEIGHT -     1.000 (meters)        3.28  (feet) ADJUSTED
 AG7705  ______________________________________________________________________
 AG7705  GEOID HEIGHT    -        -24.556 (meters)                     GEOID18
 AG7705  DYNAMIC HEIGHT  -          0.999 (meters)        3.28  (feet) COMP
 AG7705  MODELED GRAVITY -    979,136.2   (mgal)                       NAVD 88
 AG7705
 AG7705  VERT ORDER      -  FIRST     CLASS II
 AG7705
 AG7705.The horizontal coordinates were determined by differentially corrected
 AG7705.hand held GPS observations or other comparable positioning techniques
 AG7705.and have an estimated accuracy of +/- 3 meters.
 AG7705
 AG7705.The orthometric height was determined by differential leveling and
 AG7705.adjusted by the NATIONAL GEODETIC SURVEY
 AG7705.in July 2009.
 AG7705
 AG7705.No vertical observational check was made to the station.
 AG7705
 AG7705.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7705.GEOID18 height accuracy estimate available here.
 AG7705
 AG7705.This Tidal Bench Mark is designated as VM 6165
 AG7705.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7705
 AG7705.Click photographs - Photos may exist for this station.
 AG7705
 AG7705.The dynamic height is computed by dividing the NAVD 88
 AG7705.geopotential number by the normal gravity value computed on the
 AG7705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7705.degrees latitude (g = 980.6199 gals.).
 AG7705
 AG7705.The modeled gravity was interpolated from observed gravity values.
 AG7705
 AG7705;                    North         East    Units  Estimated Accuracy
 AG7705;SPC FL W     -   346,826.4     151,431.5     MT  (+/- 3 meters HH1 GPS) 
 AG7705
 AG7705_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5263338628(NAD 83)
 AG7705
 AG7705                          SUPERSEDED SURVEY CONTROL
 AG7705
 AG7705  NAVD 88 (06/15/91)    1.010  (m)            3.31   (f) SUPERSEDED  2 1
 AG7705
 AG7705.Superseded values are not recommended for survey control.
 AG7705
 AG7705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7705.See file dsdata.pdf to determine how the superseded data were derived.
 AG7705
 AG7705_MARKER: DB = BENCH MARK DISK
 AG7705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7705_STAMPING: 6238 E 1977
 AG7705_MARK LOGO: NOS
 AG7705_PROJECTION: RECESSED 6 CENTIMETERS
 AG7705_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG7705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7705+STABILITY: SURFACE MOTION
 AG7705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7705+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2021
 AG7705
 AG7705  HISTORY     - Date     Condition        Report By
 AG7705  HISTORY     - 1977     MONUMENTED       NOS
 AG7705  HISTORY     - 1983     GOOD             FLDNR
 AG7705  HISTORY     - 20071202 GOOD             FLDEP
 AG7705  HISTORY     - 20140108 GOOD             FL-081
 AG7705  HISTORY     - 20210415 GOOD             PICKET
 AG7705
 AG7705                          STATION DESCRIPTION
 AG7705
 AG7705'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7705'5.35 MI ENE FROM ONECO.
 AG7705'BEGIN AT THE JUNCTION OF STATE HIGHWAY 70 WITH U.S. HIGHWAY 301, GO
 AG7705'3.85 MILES EAST ON STATE HIGHWAY 70 TO THE JUNCTION OF CARUSO ROAD, GO
 AG7705'1.05 MILES NORTH ON CARUSO ROAD TO ITS JUNCTION WITH 44TH AVENUE EAST,
 AG7705'GO 0.25 MILE WEST ON 44TH AVENUE EAST TO THE L-JUNCTION OF MORGAN
 AG7705'JOHNSON ROAD, GO 0.1 MILE NORTH ON MORGAN JOHNSON ROAD TO 41ST AVENUE
 AG7705'EAST, GO 0.2 MILE WEST ON 41ST AVENUE EAST TO THE MARK.  THE MARK IS
 AG7705'SET IN THE SOUTHEAST CORNER OF A DRAIN SUPPORT, 20 FEET NORTH OF THE
 AG7705'CENTERLINE OF THE ROAD, AND 91.7 FEET EAST OF A POWER POLE.
 AG7705
 AG7705                          STATION RECOVERY (2007)
 AG7705
 AG7705'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7705'THE MARK IS IN BRADEN POINT, IN SECTION 3, TOWNSHIP 35 SOUTH, RANGE 18
 AG7705'EAST.
 AG7705'
 AG7705'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 (EXIT 220) AND
 AG7705'STATE HIGHWAY 64 ON THE EAST SIDE OF BRADENTON, GO WEST ON STATE
 AG7705'HIGHWAY 64 (MANATEE AVENUE EAST) FOR 1.2 MI (1.9 KM) TO THE JUNCTION
 AG7705'OF 57TH STREET EAST (MORGAN JOHNSON ROAD) ON THE LEFT, TURN LEFT ON
 AG7705'57TH STREET EAST (MORGAN JOHNSON ROAD) AND GO SOUTH FOR 2.15 MI (3.5
 AG7705'KM) TO THE JUNCTION OF 41ST AVENUE EAST ON THE RIGHT, TURN RIGHT ON
 AG7705'41ST AVENUE EAST AND GO WEST FOR 0.1 MI (0.3 KM) TO THE MARK ON THE
 AG7705'RIGHT, SET FLUSH IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 AG7705'THE GROUND AND ABOUT LEVEL WITH 41 AVENUE EAST.
 AG7705'
 AG7705'LOCATED ABOUT 350.0 FT (106.7 M) EAST OF A NOS BENCH MARK STAMPED 6238
 AG7705'C 1977, 23.0 FT (7.0 M) NORTH OF THE CENTERLINE OF 41ST AVENUE EAST
 AG7705'AND 1.4 FT (0.4 M) NORTH OF A WOODEN POWER POLE WITH TWO GUY WIRES
 AG7705'ATTACHED.
 AG7705
 AG7705                          STATION RECOVERY (2014)
 AG7705
 AG7705'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2014 (TC)
 AG7705'RECOVERED IN GOOD CONDITION 42 FT (12.8 M) EAST OF THE EAST EDGE OF A
 AG7705'CONCRETE DRIVEWAY TO HOUSE NUMBER 5519 41ST AVENUE EAST.
 AG7705
 AG7705                          STATION RECOVERY (2021)
 AG7705
 AG7705'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2021 (JMC)
 AG7705'RECOVERED AS DESCRIBED.
 AG7705'
 AG7705'NOTE- THE MARK IS 47.8 FT (14.6 M) EAST OF EAST EDGE OF CONCRETE
 AG7705'DRIVEWAY TO HOUSE NUMBER 5519.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7704 ***********************************************************************
 AG7704  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7704  DESIGNATION -  872 6238 F TIDAL
 AG7704  PID         -  AG7704
 AG7704  STATE/COUNTY-  FL/MANATEE
 AG7704  COUNTRY     -  US
 AG7704  USGS QUAD   -  LORRAINE (2018)
 AG7704
 AG7704                         *CURRENT SURVEY CONTROL
 AG7704  ______________________________________________________________________
 AG7704* NAD 83(1986) POSITION- 27 27 47.     (N) 082 29 27.     (W)   SCALED
 AG7704* NAVD 88 ORTHO HEIGHT -     1.120 (meters)        3.67  (feet) ADJUSTED
 AG7704  ______________________________________________________________________
 AG7704  GEOID HEIGHT    -        -24.556 (meters)                     GEOID18
 AG7704  DYNAMIC HEIGHT  -          1.118 (meters)        3.67  (feet) COMP
 AG7704  MODELED GRAVITY -    979,136.2   (mgal)                       NAVD 88
 AG7704
 AG7704  VERT ORDER      -  SECOND    CLASS I
 AG7704
 AG7704.The horizontal coordinates were scaled from a map and have
 AG7704.an estimated accuracy of +/- 6 seconds.
 AG7704
 AG7704.The orthometric height was determined by differential leveling and
 AG7704.adjusted by the NATIONAL GEODETIC SURVEY
 AG7704.in June 1991.
 AG7704
 AG7704.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7704.GEOID18 height accuracy estimate available here.
 AG7704
 AG7704.This Tidal Bench Mark is designated as VM 6166
 AG7704.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7704
 AG7704.Click photographs - Photos may exist for this station.
 AG7704
 AG7704.The dynamic height is computed by dividing the NAVD 88
 AG7704.geopotential number by the normal gravity value computed on the
 AG7704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7704.degrees latitude (g = 980.6199 gals.).
 AG7704
 AG7704.The modeled gravity was interpolated from observed gravity values.
 AG7704
 AG7704;                    North         East    Units  Estimated Accuracy
 AG7704;SPC FL W     -   346,810.      151,490.      MT  (+/- 180 meters Scaled)
 AG7704
 AG7704_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL526386(NAD 83)
 AG7704
 AG7704                          SUPERSEDED SURVEY CONTROL
 AG7704
 AG7704.No superseded survey control is available for this station.
 AG7704
 AG7704_MARKER: DB = BENCH MARK DISK
 AG7704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7704_STAMPING: 6238 E 1977
 AG7704_MARK LOGO: NOS
 AG7704_PROJECTION: RECESSED 3 CENTIMETERS
 AG7704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7704+STABILITY: SURFACE MOTION
 AG7704
 AG7704  HISTORY     - Date     Condition        Report By
 AG7704  HISTORY     - 1977     MONUMENTED       NOS
 AG7704  HISTORY     - 1983     GOOD             FLDNR
 AG7704  HISTORY     - 20071025 MARK NOT FOUND   FLDEP
 AG7704  HISTORY     - 20090115 GOOD             FL-081
 AG7704  HISTORY     - 20140108 MARK NOT FOUND   FL-081
 AG7704
 AG7704                          STATION DESCRIPTION
 AG7704
 AG7704'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7704'5.45 MI ENE FROM ONECO.
 AG7704'BEGIN AT THE JUNCTION OF STATE HIGHWAY 70 WITH U.S. HIGHWAY 301, GO
 AG7704'3.85 MILES EAST ON STATE HIGHWAY 70 TO THE JUNCTION OF CARUSO ROAD, GO
 AG7704'1.05 MILES NORTH ON CARUSO ROAD TO ITS JUNCTION WITH 44TH AVENUE EAST,
 AG7704'GO 0.25 MILE WEST ON 44TH AVENUE EAST TO THE L-JUNCTION OF MORGAN
 AG7704'JOHNSON ROAD, GO 0.1 MILE NORTH ON MORGAN JOHNSON ROAD TO 41ST AVENUE
 AG7704'EAST, GO 0.2 MILE WEST ON 41ST AVENUE EAST TO THE MARK.  THE MARK IS
 AG7704'APPROXIMATELY 350 FEET EAST OF THE WEST END OF THE ROAD, 1.4 FEET
 AG7704'NORTH OF A POWER POLE, AND 23 FEET NORTH OF THE CENTERLINE OF THE
 AG7704'ROAD.
 AG7704
 AG7704                          STATION RECOVERY (2007)
 AG7704
 AG7704'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7704'THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN REPLACED.
 AG7704
 AG7704                          STATION RECOVERY (2009)
 AG7704
 AG7704'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2009 (AG)
 AG7704'RECOVERED IN GOOD CONDITION.
 AG7704
 AG7704                          STATION RECOVERY (2014)
 AG7704
 AG7704'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2014 (TC)
 AG7704'AFTER A THOROUGH SEARCH WE WERE UNABLE TO LOCATE THE BENCH MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1829 ***********************************************************************
 DL1829  DESIGNATION -  872 6238 G TIDAL
 DL1829  PID         -  DL1829
 DL1829  STATE/COUNTY-  FL/MANATEE
 DL1829  COUNTRY     -  US
 DL1829  USGS QUAD   -  LORRAINE (2018)
 DL1829
 DL1829                         *CURRENT SURVEY CONTROL
 DL1829  ______________________________________________________________________
 DL1829* NAD 83(1986) POSITION- 27 27 45.6    (N) 082 29 22.6    (W)   HD_HELD2
 DL1829* NAVD 88 ORTHO HEIGHT -     4.328 (meters)       14.20  (feet) ADJUSTED
 DL1829  ______________________________________________________________________
 DL1829  GEOID HEIGHT    -        -24.557 (meters)                     GEOID18
 DL1829  DYNAMIC HEIGHT  -          4.322 (meters)       14.18  (feet) COMP
 DL1829  MODELED GRAVITY -    979,136.1   (mgal)                       NAVD 88
 DL1829
 DL1829  VERT ORDER      -  FIRST     CLASS II
 DL1829
 DL1829.The horizontal coordinates were established by autonomous hand held GPS
 DL1829.observations and have an estimated accuracy of +/- 10 meters.
 DL1829
 DL1829.The orthometric height was determined by differential leveling and
 DL1829.adjusted by the NATIONAL GEODETIC SURVEY
 DL1829.in July 2009.
 DL1829
 DL1829.No vertical observational check was made to the station.
 DL1829
 DL1829.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1829.GEOID18 height accuracy estimate available here.
 DL1829
 DL1829.Click photographs - Photos may exist for this station.
 DL1829
 DL1829.The dynamic height is computed by dividing the NAVD 88
 DL1829.geopotential number by the normal gravity value computed on the
 DL1829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1829.degrees latitude (g = 980.6199 gals.).
 DL1829
 DL1829.The modeled gravity was interpolated from observed gravity values.
 DL1829
 DL1829;                    North         East    Units  Estimated Accuracy
 DL1829;SPC FL W     -   346,763.      151,607.      MT  (+/- 10 meters HH2 GPS)
 DL1829
 DL1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5280838564(NAD 83)
 DL1829
 DL1829                          SUPERSEDED SURVEY CONTROL
 DL1829
 DL1829.No superseded survey control is available for this station.
 DL1829
 DL1829_MARKER: DD = SURVEY DISK
 DL1829_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1829_SP_SET: HEADWALL
 DL1829_STAMPING: 6238 G 2007
 DL1829_MARK LOGO: FLDEP
 DL1829_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1829+STABILITY: SURFACE MOTION
 DL1829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1829+SATELLITE: SATELLITE OBSERVATIONS - January 08, 2014
 DL1829
 DL1829  HISTORY     - Date     Condition        Report By
 DL1829  HISTORY     - 20071214 MONUMENTED       FLDEP
 DL1829  HISTORY     - 20140108 GOOD             FL-081
 DL1829
 DL1829                          STATION DESCRIPTION
 DL1829
 DL1829'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1829'THE MARK IS IN BRADEN POINT, IN SECTION 3, TOWNSHIP 35 SOUTH, RANGE 18
 DL1829'EAST.
 DL1829'
 DL1829'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE I-75 (EXIT 220) AND
 DL1829'STATE HIGHWAY 64 ON THE EAST SIDE OF BRADENTON, GO WEST ON STATE
 DL1829'HIGHWAY 64 (MANATEE AVENUE EAST) FOR 1.2 MI (1.9 KM) TO THE JUNCTION
 DL1829'OF 57TH STREET EAST (MORGAN JOHNSON ROAD) ON THE LEFT, TURN LEFT ON
 DL1829'57TH STREET EAST (MORGAN JOHNSON ROAD) AND GO SOUTH FOR 2.15 MI (3.5
 DL1829'KM) TO THE JUNCTION OF 41ST AVENUE EAST AND THE MARK ON THE RIGHT, SET
 DL1829'FLUSH IN THE TOP OF A LARGE CONCRETE HEADWALL OVER A SMALL CANAL AND
 DL1829'LEVEL WITH 57TH STREET EAST (MORGAN JOHNSON ROAD).
 DL1829'
 DL1829'LOCATED ABOUT 227.0 FT (69.2 M) SOUTH OF THE CENTERLINE OF 41ST AVENUE
 DL1829'EAST, 193.5 FT (59.0 M) NORTH OF THE CENTERLINE OF 43RD AVENUE EAST,
 DL1829'22.5 FT (6.9 M) WEST OF THE CENTERLINE OF 57TH STREET EAST (MORGAN
 DL1829'JOHNSON ROAD), 13.3 FT (4.1 M) NORTH EAST OF A CARSONITE WITNESS POST
 DL1829'AND 7.2 FT (2.2 M) WEST OF A METAL GUARD RAIL.
 DL1829
 DL1829                          STATION RECOVERY (2014)
 DL1829
 DL1829'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2014 (TC)
 DL1829'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6792 ***********************************************************************
 DR6792  DESIGNATION -  872 6238 H
 DR6792  PID         -  DR6792
 DR6792  STATE/COUNTY-  FL/MANATEE
 DR6792  COUNTRY     -  US
 DR6792  USGS QUAD   -  LORRAINE (2018)
 DR6792
 DR6792                         *CURRENT SURVEY CONTROL
 DR6792  ______________________________________________________________________
 DR6792* NAD 83(1986) POSITION- 27 27 45.12   (N) 082 29 32.88   (W)   HD_HELD1
 DR6792* NAVD 88 ORTHO HEIGHT -     1.127 (meters)        3.70  (feet) ADJUSTED
 DR6792  ______________________________________________________________________
 DR6792  GEOID HEIGHT    -        -24.554 (meters)                     GEOID18
 DR6792  DYNAMIC HEIGHT  -          1.125 (meters)        3.69  (feet) COMP
 DR6792  MODELED GRAVITY -    979,136.2   (mgal)                       NAVD 88
 DR6792
 DR6792  VERT ORDER      -  FIRST     CLASS II
 DR6792
 DR6792.The horizontal coordinates were determined by differentially corrected
 DR6792.hand held GPS observations or other comparable positioning techniques
 DR6792.and have an estimated accuracy of +/- 3 meters.
 DR6792
 DR6792.The orthometric height was determined by differential leveling and
 DR6792.adjusted by the NATIONAL GEODETIC SURVEY
 DR6792.in June 2021.
 DR6792
 DR6792.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6792.GEOID18 height accuracy estimate available here.
 DR6792
 DR6792.Click photographs - Photos may exist for this station.
 DR6792
 DR6792.The dynamic height is computed by dividing the NAVD 88
 DR6792.geopotential number by the normal gravity value computed on the
 DR6792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6792.degrees latitude (g = 980.6199 gals.).
 DR6792
 DR6792.The modeled gravity was interpolated from observed gravity values.
 DR6792
 DR6792;                    North         East    Units  Estimated Accuracy
 DR6792;SPC FL W     -   346,749.5     151,324.4     MT  (+/- 3 meters HH1 GPS) 
 DR6792
 DR6792_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5252538552(NAD 83)
 DR6792
 DR6792                          SUPERSEDED SURVEY CONTROL
 DR6792
 DR6792.No superseded survey control is available for this station.
 DR6792
 DR6792_MARKER: F = FLANGE-ENCASED ROD
 DR6792_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR6792_STAMPING: 872 6238 H 2021
 DR6792_MARK LOGO: PICKET
 DR6792_PROJECTION: FLUSH
 DR6792_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR6792_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6792+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2021
 DR6792_ROD/PIPE-DEPTH: 5.4 meters
 DR6792
 DR6792  HISTORY     - Date     Condition        Report By
 DR6792  HISTORY     - 20210415 MONUMENTED       PICKET
 DR6792
 DR6792                          STATION DESCRIPTION
 DR6792
 DR6792'DESCRIBED BY PICKETT AND ASSOCIATES 2021 (JMC)
 DR6792'THE STATION IS LOCATED ABOUT 6.3 MI (10.2 KM) SOUTHEAST OF PALMETTO,
 DR6792'6.3 MI (10.2 KM) WEST-NORTHWEST OF LORRAINE AND 5.6 MI (9.1 KM)
 DR6792'EAST-SOUTHEAST OF BRADENTON.
 DR6792'
 DR6792'TO REACH THE STATION FROM THE JUNCTION OF I 75 WITH STATE HIGHWAY 70
 DR6792'IN BRADEN RIVER, FL GO WEST ON STATE HIGHWAY 70 FOR 1.6 MI (2.6 KM) TO
 DR6792'CARUSO ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON CARUSO ROAD FOR
 DR6792'1.1 MI (1.8 KM) TO 44TH AVENUE, TURN LEFT AND GO WEST ON 44TH AVENUE
 DR6792'FOR 0.2 MI TO 57TH ST ON THE RIGHT, TURN RIGHT AND GO NORTH ON 57TH ST
 DR6792'FOR 0.1 MI (0.2 KM) TO 41ST AVENUE ON THE LEFT, TURN LEFT AND GO WEST
 DR6792'ON 41ST AVENUE FOR 0.15 MI (0.24 KM) TO A CUL-DE-SAC AND THE STATION
 DR6792'ON THE RIGHT.
 DR6792'
 DR6792'THE STATION IS LOCATED 83 FT (25.3 M) WEST OF A POWER POLE WITH GUY
 DR6792'WIRE, 51.2 FT (15.6 M) SOUTH OF A FLAG POLE IN THE CENTER OF A VACANT
 DR6792'LOT, 34.5 FT (10.5 M) NORTHEAST OF STATION 872 6238 B AND 19.5 FT (5.9
 DR6792'M) EAST OF THE CENTER OF A CONCRETE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6793 ***********************************************************************
 DR6793  DESIGNATION -  872 6238 J
 DR6793  PID         -  DR6793
 DR6793  STATE/COUNTY-  FL/MANATEE
 DR6793  COUNTRY     -  US
 DR6793  USGS QUAD   -  LORRAINE (2018)
 DR6793
 DR6793                         *CURRENT SURVEY CONTROL
 DR6793  ______________________________________________________________________
 DR6793* NAD 83(1986) POSITION- 27 27 46.17   (N) 082 29 32.99   (W)   HD_HELD1
 DR6793* NAVD 88 ORTHO HEIGHT -     1.155 (meters)        3.79  (feet) ADJUSTED
 DR6793  ______________________________________________________________________
 DR6793  GEOID HEIGHT    -        -24.554 (meters)                     GEOID18
 DR6793  DYNAMIC HEIGHT  -          1.154 (meters)        3.79  (feet) COMP
 DR6793  MODELED GRAVITY -    979,136.2   (mgal)                       NAVD 88
 DR6793
 DR6793  VERT ORDER      -  FIRST     CLASS II
 DR6793
 DR6793.The horizontal coordinates were determined by differentially corrected
 DR6793.hand held GPS observations or other comparable positioning techniques
 DR6793.and have an estimated accuracy of +/- 3 meters.
 DR6793
 DR6793.The orthometric height was determined by differential leveling and
 DR6793.adjusted by the NATIONAL GEODETIC SURVEY
 DR6793.in June 2021.
 DR6793
 DR6793.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6793.GEOID18 height accuracy estimate available here.
 DR6793
 DR6793.Click photographs - Photos may exist for this station.
 DR6793
 DR6793.The dynamic height is computed by dividing the NAVD 88
 DR6793.geopotential number by the normal gravity value computed on the
 DR6793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6793.degrees latitude (g = 980.6199 gals.).
 DR6793
 DR6793.The modeled gravity was interpolated from observed gravity values.
 DR6793
 DR6793;                    North         East    Units  Estimated Accuracy
 DR6793;SPC FL W     -   346,781.9     151,321.5     MT  (+/- 3 meters HH1 GPS) 
 DR6793
 DR6793_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5252238585(NAD 83)
 DR6793
 DR6793                          SUPERSEDED SURVEY CONTROL
 DR6793
 DR6793.No superseded survey control is available for this station.
 DR6793
 DR6793_MARKER: F = FLANGE-ENCASED ROD
 DR6793_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR6793_STAMPING: 872 6238 J 2021
 DR6793_MARK LOGO: FLDEP
 DR6793_PROJECTION: FLUSH
 DR6793_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR6793_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6793+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2021
 DR6793_ROD/PIPE-DEPTH: 5.5 meters
 DR6793
 DR6793  HISTORY     - Date     Condition        Report By
 DR6793  HISTORY     - 20210415 MONUMENTED       PICKET
 DR6793
 DR6793                          STATION DESCRIPTION
 DR6793
 DR6793'DESCRIBED BY PICKETT AND ASSOCIATES 2021 (JMC)
 DR6793'THE STATION IS LOCATED ABOUT 6.3 MI (10.2 KM) SOUTHEAST OF PALMETTO,
 DR6793'6.3 MI (10.2 KM) WEST-NORTHWEST OF LORRAINE AND 5.6 MI (9.1 KM)
 DR6793'EAST-SOUTHEAST OF BRADENTON.
 DR6793'
 DR6793'TO REACH THE STATION FROM THE JUNCTION OF I 75 WITH STATE HIGHWAY 70
 DR6793'IN BRADEN RIVER, FL GO WEST ON STATE HIGHWAY 70 FOR 1.6 MI (2.6 KM) TO
 DR6793'CARUSO ROAD ON THE RIGHT, TURN RIGHT AND GO NORTH ON CARUSO ROAD FOR
 DR6793'1.1 MI (1.8 KM) TO 44TH AVENUE, TURN LEFT AND GO WEST ON 44TH AVENUE
 DR6793'FOR 0.2 MI TO 57TH ST ON THE RIGHT, TURN RIGHT AND GO NORTH ON 57TH ST
 DR6793'FOR 0.1 MI (0.2 KM) TO 41ST AVENUE ON THE LEFT, TURN LEFT AND GO WEST
 DR6793'ON 41ST AVENUE FOR 0.15 MI (0.24 KM) TO A CUL-DE-SAC AND THE STATION
 DR6793'ON THE RIGHT.
 DR6793'
 DR6793'THE STATION IS LOCATED 57 FT (17.4 M) NORTH OF A FLAG POLE IN THE
 DR6793'CENTER OF A VACANT LOT, 27.4 FT (8.4 M) SOUTHWEST OF THE CORNER POST
 DR6793'OF A COVERED PORCH AT 5503 41ST AVENUE AND 19.3 FT (5.9 M) EAST OF
 DR6793'STATION 872 6238 A ON CONCRETE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1836 ***********************************************************************
 DL1836  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1836  DESIGNATION -  872 6243 A TIDAL
 DL1836  PID         -  DL1836
 DL1836  STATE/COUNTY-  FL/MANATEE
 DL1836  COUNTRY     -  US
 DL1836  USGS QUAD   -  BRADENTON BEACH (2018)
 DL1836
 DL1836                         *CURRENT SURVEY CONTROL
 DL1836  ______________________________________________________________________
 DL1836* NAD 83(1986) POSITION- 27 29 49.8    (N) 082 42 38.4    (W)   HD_HELD2
 DL1836* NAVD 88 ORTHO HEIGHT -     1.062 (meters)        3.48  (feet) ADJUSTED
 DL1836  ______________________________________________________________________
 DL1836  GEOID HEIGHT    -        -24.346 (meters)                     GEOID18
 DL1836  DYNAMIC HEIGHT  -          1.060 (meters)        3.48  (feet) COMP
 DL1836  MODELED GRAVITY -    979,143.5   (mgal)                       NAVD 88
 DL1836
 DL1836  VERT ORDER      -  FIRST     CLASS II
 DL1836
 DL1836.The horizontal coordinates were established by autonomous hand held GPS
 DL1836.observations and have an estimated accuracy of +/- 10 meters.
 DL1836
 DL1836.The orthometric height was determined by differential leveling and
 DL1836.adjusted by the NATIONAL GEODETIC SURVEY
 DL1836.in July 2009.
 DL1836
 DL1836.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1836.GEOID18 height accuracy estimate available here.
 DL1836
 DL1836.This Tidal Bench Mark is designated as VM 19958
 DL1836.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1836
 DL1836.Click photographs - Photos may exist for this station.
 DL1836
 DL1836.The dynamic height is computed by dividing the NAVD 88
 DL1836.geopotential number by the normal gravity value computed on the
 DL1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1836.degrees latitude (g = 980.6199 gals.).
 DL1836
 DL1836.The modeled gravity was interpolated from observed gravity values.
 DL1836
 DL1836;                    North         East    Units  Estimated Accuracy
 DL1836;SPC FL W     -   350,692.      129,779.      MT  (+/- 10 meters HH2 GPS)
 DL1836
 DL1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3101442667(NAD 83)
 DL1836
 DL1836                          SUPERSEDED SURVEY CONTROL
 DL1836
 DL1836.No superseded survey control is available for this station.
 DL1836
 DL1836_MARKER: F = FLANGE-ENCASED ROD
 DL1836_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1836_STAMPING: 6243 A 2008
 DL1836_MARK LOGO: NGS
 DL1836_PROJECTION: RECESSED 5 CENTIMETERS
 DL1836_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1836_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1836+SATELLITE: SATELLITE OBSERVATIONS - February 07, 2008
 DL1836_ROD/PIPE-DEPTH: 7.3 meters
 DL1836
 DL1836  HISTORY     - Date     Condition        Report By
 DL1836  HISTORY     - 20080207 MONUMENTED       FLDEP
 DL1836  HISTORY     - 20130418 GOOD             FL-081
 DL1836  HISTORY     - 20200901 GOOD             FL-081
 DL1836
 DL1836                          STATION DESCRIPTION
 DL1836
 DL1836'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DL1836'THE MARK IS ON ANNA MARIA ISLAND, IN SECTION 28, TOWNSHIP 34 SOUTH,
 DL1836'RANGE 16 EAST.
 DL1836'
 DL1836'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 WESTBOUND
 DL1836'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 DL1836'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 DL1836'AVENUE) FOR 8.5 MI (13.7 KM) AND CROSSING THREE BRIDGES TO ANNA MARIA
 DL1836'ISLAND AND THE SECOND TRAFFIC SIGNAL AT THE JUNCTION OF GULF DRIVE AND
 DL1836'THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DL1836'DEPTH OF 24.0 FT (7.3 M) WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND
 DL1836'1.0 FT (0.3 M) BELOW THE LEVEL OF STATE HIGHWAY 64 (MANATEE AVENUE),
 DL1836'THE DATUM POINT IS RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL OF THE NGS
 DL1836'LOGO CAP.
 DL1836'
 DL1836'LOCATED ABOUT 109.0 FT (33.2 M) EAST OF THE CENTERLINE OF GULF DRIVE,
 DL1836'35.6 FT (10.9 M) NORTH OF THE CENTERLINE OF STATE HIGHWAY 64 (MANATEE
 DL1836'AVENUE), 17.2 FT (5.2 M) WEST-NORTHWEST OF A SQUARE CONCRETE LIGHT
 DL1836'POLE (5 0380 8904 0 3) AND 1.9 FT (0.6 M) SOUTH OF A CARSONITE WITNESS
 DL1836'POST.
 DL1836'
 DL1836'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL1836'LOGO CAP.
 DL1836
 DL1836                          STATION RECOVERY (2013)
 DL1836
 DL1836'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 DL1836'RECOVERED IN GOOD CONDITION.
 DL1836
 DL1836                          STATION RECOVERY (2020)
 DL1836
 DL1836'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 DL1836'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6397 ***********************************************************************
 AG6397  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6397  DESIGNATION -  872 6243 TIDAL 1
 AG6397  PID         -  AG6397
 AG6397  STATE/COUNTY-  FL/MANATEE
 AG6397  COUNTRY     -  US
 AG6397  USGS QUAD   -  BRADENTON BEACH (2018)
 AG6397
 AG6397                         *CURRENT SURVEY CONTROL
 AG6397  ______________________________________________________________________
 AG6397* NAD 83(1986) POSITION- 27 29 50.88   (N) 082 42 44.88   (W)   HD_HELD1
 AG6397* NAVD 88 ORTHO HEIGHT -     1.092 (meters)        3.58  (feet) ADJUSTED
 AG6397  ______________________________________________________________________
 AG6397  GEOID HEIGHT    -        -24.344 (meters)                     GEOID18
 AG6397  DYNAMIC HEIGHT  -          1.091 (meters)        3.58  (feet) COMP
 AG6397  MODELED GRAVITY -    979,143.5   (mgal)                       NAVD 88
 AG6397
 AG6397  VERT ORDER      -  SECOND    CLASS I
 AG6397
 AG6397.The horizontal coordinates were determined by differentially corrected
 AG6397.hand held GPS observations or other comparable positioning techniques
 AG6397.and have an estimated accuracy of +/- 3 meters.
 AG6397
 AG6397.The orthometric height was determined by differential leveling and
 AG6397.adjusted by the NATIONAL GEODETIC SURVEY
 AG6397.in March 1995.
 AG6397
 AG6397.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6397.GEOID18 height accuracy estimate available here.
 AG6397
 AG6397.This Tidal Bench Mark is designated as VM 10609
 AG6397.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6397
 AG6397.Click photographs - Photos may exist for this station.
 AG6397
 AG6397.The dynamic height is computed by dividing the NAVD 88
 AG6397.geopotential number by the normal gravity value computed on the
 AG6397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6397.degrees latitude (g = 980.6199 gals.).
 AG6397
 AG6397.The modeled gravity was interpolated from observed gravity values.
 AG6397
 AG6397;                    North         East    Units  Estimated Accuracy
 AG6397;SPC FL W     -   350,725.9     129,601.1     MT  (+/- 3 meters HH1 GPS) 
 AG6397
 AG6397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3083642703(NAD 83)
 AG6397
 AG6397                          SUPERSEDED SURVEY CONTROL
 AG6397
 AG6397  NAVD 88 (06/15/91)    1.084  (m)            3.56   (f) SUPERSEDED  2 1
 AG6397  NGVD 29 (09/01/92)    1.382  (m)            4.53   (f) ADJUSTED    2 1
 AG6397
 AG6397.Superseded values are not recommended for survey control.
 AG6397
 AG6397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6397.See file dsdata.pdf to determine how the superseded data were derived.
 AG6397
 AG6397_MARKER: DB = BENCH MARK DISK
 AG6397_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG6397_SP_SET: SIDEWALK
 AG6397_STAMPING: NO 1 1975
 AG6397_MARK LOGO: NOS
 AG6397_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6397+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1990
 AG6397
 AG6397  HISTORY     - Date     Condition        Report By
 AG6397  HISTORY     - 1975     MONUMENTED       NGS
 AG6397  HISTORY     - 1976     GOOD             NGS
 AG6397  HISTORY     - 1979     GOOD             FLDNR
 AG6397  HISTORY     - 1983     GOOD             FLDNR
 AG6397  HISTORY     - 19900616 GOOD             FLDNR
 AG6397  HISTORY     - 20020306 MARK NOT FOUND   USPSQD
 AG6397
 AG6397                          STATION DESCRIPTION
 AG6397
 AG6397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6397'IN HOLMES BEACH.
 AG6397'ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND 789
 AG6397'AT COUNTY PARK.  MARK IS ON PIER 4 FEET NORTH OF LIFEGUARD STAND AND 1
 AG6397'FOOT SOUTH OF EDGE OF PIER.
 AG6397
 AG6397                          STATION RECOVERY (1979)
 AG6397
 AG6397'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AG6397'BEGIN ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND
 AG6397'789 AT COUNTY PARK. THE MARK IS LOCATED ON THE PIER AND BEARS 4 FEET
 AG6397'NORTH OF THE LIFEGUARD STAND, AND 1 FOOT SOUTH OF THE NORTH EDGE OF
 AG6397'THE PIER.
 AG6397
 AG6397                          STATION RECOVERY (1983)
 AG6397
 AG6397'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG6397'RECOVERED IN GOOD CONDITION EXCEPT DELETE 4 FEET NORTH OF LIFE GUARD
 AG6397'STAND.  IT HAS BEEN MOVED.  ADD THAT THE MARK IS 142 FEET EAST OF THE
 AG6397'WEST END OF THE PIER, AND 191.3 FEET WEST OF THE PAVILION STEPS.
 AG6397
 AG6397                          STATION RECOVERY (1990)
 AG6397
 AG6397'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6397'RECOVERED IN GOOD CONDITION.
 AG6397
 AG6397                          STATION RECOVERY (2002)
 AG6397
 AG6397'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG6397'THE PIER HAS BEEN REBUILT.  THE STEPS ARE GONE.  DID NOT FIND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6395 ***********************************************************************
 AG6395  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6395  DESIGNATION -  872 6243 TIDAL 2
 AG6395  PID         -  AG6395
 AG6395  STATE/COUNTY-  FL/MANATEE
 AG6395  COUNTRY     -  US
 AG6395  USGS QUAD   -  BRADENTON BEACH (2018)
 AG6395
 AG6395                         *CURRENT SURVEY CONTROL
 AG6395  ______________________________________________________________________
 AG6395* NAD 83(1986) POSITION- 27 29 51.72   (N) 082 42 44.70   (W)   HD_HELD1
 AG6395* NAVD 88 ORTHO HEIGHT -     2.217 (meters)        7.27  (feet) ADJUSTED
 AG6395  ______________________________________________________________________
 AG6395  GEOID HEIGHT    -        -24.344 (meters)                     GEOID18
 AG6395  DYNAMIC HEIGHT  -          2.214 (meters)        7.26  (feet) COMP
 AG6395  MODELED GRAVITY -    979,143.6   (mgal)                       NAVD 88
 AG6395
 AG6395  VERT ORDER      -  FIRST     CLASS II
 AG6395
 AG6395.The horizontal coordinates were determined by differentially corrected
 AG6395.hand held GPS observations or other comparable positioning techniques
 AG6395.and have an estimated accuracy of +/- 3 meters.
 AG6395
 AG6395.The orthometric height was determined by differential leveling and
 AG6395.adjusted by the NATIONAL GEODETIC SURVEY
 AG6395.in June 1991.
 AG6395
 AG6395.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6395.GEOID18 height accuracy estimate available here.
 AG6395
 AG6395.This Tidal Bench Mark is designated as VM 10610
 AG6395.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6395
 AG6395.Click photographs - Photos may exist for this station.
 AG6395
 AG6395.The dynamic height is computed by dividing the NAVD 88
 AG6395.geopotential number by the normal gravity value computed on the
 AG6395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6395.degrees latitude (g = 980.6199 gals.).
 AG6395
 AG6395.The modeled gravity was interpolated from observed gravity values.
 AG6395
 AG6395;                    North         East    Units  Estimated Accuracy
 AG6395;SPC FL W     -   350,751.7     129,606.2     MT  (+/- 3 meters HH1 GPS) 
 AG6395
 AG6395_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3084242729(NAD 83)
 AG6395
 AG6395                          SUPERSEDED SURVEY CONTROL
 AG6395
 AG6395  NGVD 29 (09/01/92)    2.518  (m)            8.26   (f) ADJUSTED    2 1
 AG6395
 AG6395.Superseded values are not recommended for survey control.
 AG6395
 AG6395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6395.See file dsdata.pdf to determine how the superseded data were derived.
 AG6395
 AG6395_MARKER: DJ = TIDAL STATION DISK
 AG6395_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG6395_SP_SET: CURB APRON
 AG6395_STAMPING: NO 2 1975
 AG6395_MARK LOGO: NOS
 AG6395_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6395+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2008
 AG6395
 AG6395  HISTORY     - Date     Condition        Report By
 AG6395  HISTORY     - 1975     MONUMENTED       NGS
 AG6395  HISTORY     - 1976     GOOD             NGS
 AG6395  HISTORY     - 1979     GOOD             FLDNR
 AG6395  HISTORY     - 1983     GOOD             FLDNR
 AG6395  HISTORY     - 19900616 GOOD             FLDNR
 AG6395  HISTORY     - 20020306 GOOD             USPSQD
 AG6395  HISTORY     - 20020417 GOOD             FLDEP
 AG6395  HISTORY     - 20060315 GOOD             USPSQD
 AG6395  HISTORY     - 20080129 GOOD             FLDEP
 AG6395  HISTORY     - 20080413 GOOD             USPSQD
 AG6395  HISTORY     - 20130418 GOOD             FL-081
 AG6395  HISTORY     - 20200901 GOOD             FL-081
 AG6395
 AG6395                          STATION DESCRIPTION
 AG6395
 AG6395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6395'IN HOLMES BEACH.
 AG6395'ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND 789
 AG6395'AT THE COUNTY PARK.  THE MARK IS 4 FEET NORTH OF THE NORTHWEST CORNER
 AG6395'OF A BUILDING AND 5 1/2 FEET SOUTH OF THE END OF A RECTANGULAR CEMENT
 AG6395'FORM.
 AG6395
 AG6395                          STATION RECOVERY (1979)
 AG6395
 AG6395'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AG6395'BEGIN ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND
 AG6395'789 AT THE COUNTY PARK. THE MARK BEARS 4 FEET NORTH OF THE NORTHWEST
 AG6395'CORNER OF THE BUILDING, AND 5.5 FEET SOUTH OF THE END OF A RECTANGULAR
 AG6395'CEMENT FORM.
 AG6395
 AG6395                          STATION RECOVERY (1983)
 AG6395
 AG6395'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG6395'RECOVERED IN GOOD CONDITION.
 AG6395
 AG6395                          STATION RECOVERY (1990)
 AG6395
 AG6395'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6395'RECOVERED IN GOOD CONDITION.
 AG6395
 AG6395                          STATION RECOVERY (2002)
 AG6395
 AG6395'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG6395'STAMPED NO 2 1975
 AG6395
 AG6395                          STATION RECOVERY (2002)
 AG6395
 AG6395'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AG6395'RECOVERED IN GOOD CONDITION.
 AG6395
 AG6395                          STATION RECOVERY (2006)
 AG6395
 AG6395'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG6395'RECOVERED IN GOOD CONDITION.
 AG6395
 AG6395                          STATION RECOVERY (2008)
 AG6395
 AG6395'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG6395'THE MARK IS AT THE MANATEE PUBLIC BEACH PARK ON ANNA MARIA ISLAND, IN
 AG6395'SECTION 28, TOWNSHIP 34 SOUTH, RANGE 16 EAST.
 AG6395'
 AG6395'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 WESTBOUND
 AG6395'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 AG6395'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 AG6395'AVENUE) FOR 8.5 MI (13.7 KM) AND ACROSS THREE BRIDGES TO ANNA MARIA
 AG6395'ISLAND AND THE SECOND TRAFFIC SIGNAL AT THE JUNCTION OF GULF DRIVE,
 AG6395'CONTINUE WEST BENEATH SIGNAL ENTERING THE MANATEE PUBLIC BEACH AND THE
 AG6395'PARKING AREA OF THE CAFE ON THE BEACH-GIFT SHOP, TURN RIGHT AND CURVE
 AG6395'IN FRONT OF THE BUILDING AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE
 AG6395'NORTHERNMOST END OF THE BUILDING AND THE MARK ON THE LEFT, SET FLUSH
 AG6395'IN THE TOP OF A CONCRETE CURB APRON NEAR THE NORTHWEST CORNER OF THE
 AG6395'BUILDING AND 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE ENTRANCE DRIVE.
 AG6395'
 AG6395'LOCATED 89.7 FT (27.3 M) NORTHEAST OF A CONCRETE POST WITH MANATEE
 AG6395'COUNTY SURVEY DISK 82, 47.5 WEST OF THE APPROXIMATE CENTERLINE OF THE
 AG6395'ASPHALT ENTRANCE DRIVE, 29.5 FT (9.0 M) WEST OF A NOS DISK STAMPED NO
 AG6395'3 1975, 8.2 FT (2.5 M) EAST OF THE WEST EDGE OF THE CONCRETE WALKWAY
 AG6395'ON THE WEST SIDE OF THE BUILDING, 5.5 FT (1.7 M) SOUTH OF THE NORTH
 AG6395'END OF THE RECTANGULAR CURB APRON AND 4.0 FT (1.2 M) NORTH OF THE
 AG6395'NORTHWEST CORNER OF THE BUILDING.
 AG6395
 AG6395                          STATION RECOVERY (2008)
 AG6395
 AG6395'RECOVERY NOTE BY US POWER SQUADRON 2008
 AG6395'RECOVERED IN GOOD CONDITION.
 AG6395
 AG6395                          STATION RECOVERY (2013)
 AG6395
 AG6395'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 AG6395'RECOVERED IN GOOD CONDITION.
 AG6395
 AG6395                          STATION RECOVERY (2020)
 AG6395
 AG6395'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 AG6395'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6394 ***********************************************************************
 AG6394  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6394  DESIGNATION -  872 6243 TIDAL 3
 AG6394  PID         -  AG6394
 AG6394  STATE/COUNTY-  FL/MANATEE
 AG6394  COUNTRY     -  US
 AG6394  USGS QUAD   -  BRADENTON BEACH (2018)
 AG6394
 AG6394                         *CURRENT SURVEY CONTROL
 AG6394  ______________________________________________________________________
 AG6394* NAD 83(1986) POSITION- 27 29 52.02   (N) 082 42 44.40   (W)   HD_HELD1
 AG6394* NAVD 88 ORTHO HEIGHT -     2.295 (meters)        7.53  (feet) ADJUSTED
 AG6394  ______________________________________________________________________
 AG6394  GEOID HEIGHT    -        -24.344 (meters)                     GEOID18
 AG6394  DYNAMIC HEIGHT  -          2.291 (meters)        7.52  (feet) COMP
 AG6394  MODELED GRAVITY -    979,143.6   (mgal)                       NAVD 88
 AG6394
 AG6394  VERT ORDER      -  FIRST     CLASS II
 AG6394
 AG6394.The horizontal coordinates were determined by differentially corrected
 AG6394.hand held GPS observations or other comparable positioning techniques
 AG6394.and have an estimated accuracy of +/- 3 meters.
 AG6394
 AG6394.The orthometric height was determined by differential leveling and
 AG6394.adjusted by the NATIONAL GEODETIC SURVEY
 AG6394.in July 2009.
 AG6394
 AG6394.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6394.GEOID18 height accuracy estimate available here.
 AG6394
 AG6394.This Tidal Bench Mark is designated as VM 10611
 AG6394.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6394
 AG6394.Click photographs - Photos may exist for this station.
 AG6394
 AG6394.The dynamic height is computed by dividing the NAVD 88
 AG6394.geopotential number by the normal gravity value computed on the
 AG6394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6394.degrees latitude (g = 980.6199 gals.).
 AG6394
 AG6394.The modeled gravity was interpolated from observed gravity values.
 AG6394
 AG6394;                    North         East    Units  Estimated Accuracy
 AG6394;SPC FL W     -   350,760.9     129,614.5     MT  (+/- 3 meters HH1 GPS) 
 AG6394
 AG6394_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3085042738(NAD 83)
 AG6394
 AG6394                          SUPERSEDED SURVEY CONTROL
 AG6394
 AG6394  NAVD 88 (06/15/91)    2.289  (m)            7.51   (f) SUPERSEDED  2 1
 AG6394  NGVD 29 (09/01/92)    2.589  (m)            8.49   (f) ADJUSTED    2 1
 AG6394
 AG6394.Superseded values are not recommended for survey control.
 AG6394
 AG6394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6394.See file dsdata.pdf to determine how the superseded data were derived.
 AG6394
 AG6394_MARKER: DJ = TIDAL STATION DISK
 AG6394_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG6394_SP_SET: CURB APRON
 AG6394_STAMPING: NO 3 1975
 AG6394_MARK LOGO: NOS
 AG6394_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6394_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6394_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6394+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2008
 AG6394
 AG6394  HISTORY     - Date     Condition        Report By
 AG6394  HISTORY     - 1975     MONUMENTED       NGS
 AG6394  HISTORY     - 1976     GOOD             NGS
 AG6394  HISTORY     - 1979     GOOD             FLDNR
 AG6394  HISTORY     - 1983     GOOD             FLDNR
 AG6394  HISTORY     - 19900616 GOOD             FLDNR
 AG6394  HISTORY     - 20020306 GOOD             USPSQD
 AG6394  HISTORY     - 20020417 GOOD             FLDEP
 AG6394  HISTORY     - 20060315 GOOD             USPSQD
 AG6394  HISTORY     - 20080129 GOOD             FLDEP
 AG6394  HISTORY     - 20080413 GOOD             USPSQD
 AG6394  HISTORY     - 20130418 GOOD             FL-081
 AG6394  HISTORY     - 20200901 GOOD             FL-081
 AG6394
 AG6394                          STATION DESCRIPTION
 AG6394
 AG6394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6394'IN HOLMES BEACH.
 AG6394'ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND 789
 AG6394'AT THE COUNTY PARK.  THE MARK IS 29.5 FEET EAST OF NO 2 1975 AND IS
 AG6394'8.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A BUILDING.
 AG6394
 AG6394                          STATION RECOVERY (1979)
 AG6394
 AG6394'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AG6394'BEGIN ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND
 AG6394'789 AT THE COUNTY PARK. THE MARK BEARS 29.5 FEET EAST OF TIDAL BENCH
 AG6394'MARK NO 2 1975, AND 8.7 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 AG6394'BUILDING.
 AG6394
 AG6394                          STATION RECOVERY (1983)
 AG6394
 AG6394'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG6394'RECOVERED IN GOOD CONDITION.
 AG6394
 AG6394                          STATION RECOVERY (1990)
 AG6394
 AG6394'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6394'RECOVERED IN GOOD CONDITION.
 AG6394
 AG6394                          STATION RECOVERY (2002)
 AG6394
 AG6394'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG6394'STAMPED NO 3 1975.
 AG6394
 AG6394                          STATION RECOVERY (2002)
 AG6394
 AG6394'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AG6394'RECOVERED IN GOOD CONDITION.
 AG6394
 AG6394                          STATION RECOVERY (2006)
 AG6394
 AG6394'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG6394'RECOVERED IN GOOD CONDITION.
 AG6394
 AG6394                          STATION RECOVERY (2008)
 AG6394
 AG6394'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG6394'THE MARK IS AT THE MANATEE PUBLIC BEACH PARK ON ANNA MARIA ISLAND, IN
 AG6394'SECTION 28, TOWNSHIP 34 SOUTH, RANGE 16 EAST.
 AG6394'
 AG6394'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 WESTBOUND
 AG6394'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 AG6394'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 AG6394'AVENUE) FOR 8.5 MI (13.7 KM) AND CROSSING THREE BRIDGES TO ANNA MARIA
 AG6394'ISLAND AND THE SECOND TRAFFIC SIGNAL AT THE JUNCTION OF GULF DRIVE,
 AG6394'CONTINUE WEST BENEATH SIGNAL ENTERING THE MANATEE PUBLIC BEACH AND THE
 AG6394'PARKING AREA OF THE CAFE ON THE BEACH-GIFT SHOP, TURN RIGHT AND CURVE
 AG6394'IN FRONT OF THE BUILDING AND GO NORTH FOR 0.05 MI (0.1 KM) TO THE
 AG6394'NORTHERNMOST END OF THE BUILDING AND THE MARK ON THE LEFT, SET FLUSH
 AG6394'IN THE TOP OF THE CURB APRON ON THE WEST SIDE OF THE ENTRANCE DRIVE
 AG6394'AND 1.0 FT (0.3 M) ABOVE THE DRIVE SURFACE.
 AG6394'
 AG6394'LOCATED ABOUT 151.0 FT (46.0 M) SOUTHWEST OF A NOS DISK STAMPED NO 5
 AG6394'1975, 29.5 EAST OF A NOS DISK STAMPED NO 2 1975, 18.0 FT (5.5 M) WEST
 AG6394'OF THE CENTERLINE OF THE ENTRANCE DRIVE AND 8.7 FT (2.7 M) NORTHEAST
 AG6394'OF THE NORTHEAST CORNER OF THE BUILDING.
 AG6394
 AG6394                          STATION RECOVERY (2008)
 AG6394
 AG6394'RECOVERY NOTE BY US POWER SQUADRON 2008
 AG6394'RECOVERED IN GOOD CONDITION.
 AG6394
 AG6394                          STATION RECOVERY (2013)
 AG6394
 AG6394'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 AG6394'RECOVERED IN GOOD CONDITION.
 AG6394
 AG6394                          STATION RECOVERY (2020)
 AG6394
 AG6394'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 AG6394'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7393 ***********************************************************************
 AG7393  DESIGNATION -  872 6243 TIDAL 4
 AG7393  PID         -  AG7393
 AG7393  STATE/COUNTY-  FL/MANATEE
 AG7393  COUNTRY     -  US
 AG7393  USGS QUAD   -  BRADENTON BEACH (2018)
 AG7393
 AG7393                         *CURRENT SURVEY CONTROL
 AG7393  ______________________________________________________________________
 AG7393* NAD 83(1986) POSITION- 27 29 50.     (N) 082 42 35.     (W)   SCALED
 AG7393* NAVD 88 ORTHO HEIGHT -     1.958 (meters)        6.42  (feet) ADJUSTED
 AG7393  ______________________________________________________________________
 AG7393  GEOID HEIGHT    -        -24.347 (meters)                     GEOID18
 AG7393  DYNAMIC HEIGHT  -          1.955 (meters)        6.41  (feet) COMP
 AG7393  MODELED GRAVITY -    979,143.6   (mgal)                       NAVD 88
 AG7393
 AG7393  VERT ORDER      -  SECOND    CLASS I
 AG7393
 AG7393.The horizontal coordinates were scaled from a map and have
 AG7393.an estimated accuracy of +/- 6 seconds.
 AG7393
 AG7393.The orthometric height was determined by differential leveling and
 AG7393.adjusted by the NATIONAL GEODETIC SURVEY
 AG7393.in June 1991.
 AG7393
 AG7393.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7393.GEOID18 height accuracy estimate available here.
 AG7393
 AG7393.Click photographs - Photos may exist for this station.
 AG7393
 AG7393.The dynamic height is computed by dividing the NAVD 88
 AG7393.geopotential number by the normal gravity value computed on the
 AG7393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7393.degrees latitude (g = 980.6199 gals.).
 AG7393
 AG7393.The modeled gravity was interpolated from observed gravity values.
 AG7393
 AG7393;                    North         East    Units  Estimated Accuracy
 AG7393;SPC FL W     -   350,700.      129,870.      MT  (+/- 180 meters Scaled)
 AG7393
 AG7393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL311426(NAD 83)
 AG7393
 AG7393                          SUPERSEDED SURVEY CONTROL
 AG7393
 AG7393.No superseded survey control is available for this station.
 AG7393
 AG7393_MARKER: DJ = TIDAL STATION DISK
 AG7393_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7393_STAMPING: NO 4 1975
 AG7393_MARK LOGO: NOS
 AG7393_PROJECTION: FLUSH
 AG7393_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7393_ROD/PIPE-DEPTH: 14.6 meters
 AG7393
 AG7393  HISTORY     - Date     Condition        Report By
 AG7393  HISTORY     - 1975     MONUMENTED       NOS
 AG7393  HISTORY     - 1979     GOOD             FLDNR
 AG7393  HISTORY     - 20020306 MARK NOT FOUND   USPSQD
 AG7393
 AG7393                          STATION DESCRIPTION
 AG7393
 AG7393'DESCRIBED BY FL DEPT OF NAT RES 1979
 AG7393'HOLMES BEACH.
 AG7393'BEGIN ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAYS 64 AND
 AG7393'789 AT THE COUNTY PARK. THE MARK IS 151 FEET NORTHEAST OF NO 3 1975,
 AG7393'83 FEET NORTH OF A LONE TREE WITH SEVERAL TRUNKS, AND 8 FEET SOUTH OF
 AG7393'THE SOUTHEAST CORNER OF A FENCE.
 AG7393
 AG7393                          STATION RECOVERY (2002)
 AG7393
 AG7393'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7393'FENCE IS GONE. SEARCHED 10 MINUTES AND COULD NOT FIND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6393 ***********************************************************************
 AG6393  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6393  DESIGNATION -  872 6243 TIDAL 5
 AG6393  PID         -  AG6393
 AG6393  STATE/COUNTY-  FL/MANATEE
 AG6393  COUNTRY     -  US
 AG6393  USGS QUAD   -  BRADENTON BEACH (2018)
 AG6393
 AG6393                         *CURRENT SURVEY CONTROL
 AG6393  ______________________________________________________________________
 AG6393* NAD 83(1986) POSITION- 27 29 52.     (N) 082 42 38.     (W)   SCALED
 AG6393* NAVD 88 ORTHO HEIGHT -     1.958 (meters)        6.42  (feet) ADJUSTED
 AG6393  ______________________________________________________________________
 AG6393  GEOID HEIGHT    -        -24.346 (meters)                     GEOID18
 AG6393  DYNAMIC HEIGHT  -          1.955 (meters)        6.41  (feet) COMP
 AG6393  MODELED GRAVITY -    979,143.6   (mgal)                       NAVD 88
 AG6393
 AG6393  VERT ORDER      -  FIRST     CLASS II
 AG6393
 AG6393.The horizontal coordinates were scaled from a map and have
 AG6393.an estimated accuracy of +/- 6 seconds.
 AG6393
 AG6393.The orthometric height was determined by differential leveling and
 AG6393.adjusted by the NATIONAL GEODETIC SURVEY
 AG6393.in June 1991.
 AG6393
 AG6393.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6393.GEOID18 height accuracy estimate available here.
 AG6393
 AG6393.This Tidal Bench Mark is designated as VM 10612
 AG6393.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6393
 AG6393.Click photographs - Photos may exist for this station.
 AG6393
 AG6393.The dynamic height is computed by dividing the NAVD 88
 AG6393.geopotential number by the normal gravity value computed on the
 AG6393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6393.degrees latitude (g = 980.6199 gals.).
 AG6393
 AG6393.The modeled gravity was interpolated from observed gravity values.
 AG6393
 AG6393;                    North         East    Units  Estimated Accuracy
 AG6393;SPC FL W     -   350,760.      129,790.      MT  (+/- 180 meters Scaled)
 AG6393
 AG6393_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL310427(NAD 83)
 AG6393
 AG6393                          SUPERSEDED SURVEY CONTROL
 AG6393
 AG6393  NGVD 29 (09/01/92)    2.258  (m)            7.41   (f) ADJUSTED    2 1
 AG6393
 AG6393.Superseded values are not recommended for survey control.
 AG6393
 AG6393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6393.See file dsdata.pdf to determine how the superseded data were derived.
 AG6393
 AG6393_MARKER: DJ = TIDAL STATION DISK
 AG6393_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG6393_STAMPING: NO 5 1975
 AG6393_MARK LOGO: NOS
 AG6393_PROJECTION: RECESSED 15 CENTIMETERS
 AG6393_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6393_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6393+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2022
 AG6393
 AG6393  HISTORY     - Date     Condition        Report By
 AG6393  HISTORY     - 1975     MONUMENTED       NGS
 AG6393  HISTORY     - 1976     GOOD             NGS
 AG6393  HISTORY     - 1983     GOOD             FLDNR
 AG6393  HISTORY     - 19900616 GOOD             FLDNR
 AG6393  HISTORY     - 20020306 MARK NOT FOUND   USPSQD
 AG6393  HISTORY     - 20080129 GOOD             FLDEP
 AG6393  HISTORY     - 20081121 MARK NOT FOUND   FL-081
 AG6393  HISTORY     - 20090903 GOOD             LMAI
 AG6393  HISTORY     - 20130419 MARK NOT FOUND   FL-081
 AG6393  HISTORY     - 20220511 GOOD             LMAI
 AG6393
 AG6393                          STATION DESCRIPTION
 AG6393
 AG6393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6393'IN HOLMES BEACH.
 AG6393'ON ANNA MARIA KEY NEAR THE INTERSECTION OF STATE HIGHWAY 64 AND 789 AT
 AG6393'THE COUNTY PARK.  MARK IS 151 FEET NORTHEAST OF NO 3 1975, 83 FEET
 AG6393'NORTH OF A LONE TREE WITH SEVERAL TRUNKS AND 2 FEET SOUTH OF THE
 AG6393'SOUTHEAST CORNER OF FENCE.
 AG6393
 AG6393                          STATION RECOVERY (1983)
 AG6393
 AG6393'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG6393'RECOVERED IN GOOD CONDITION.
 AG6393
 AG6393                          STATION RECOVERY (1990)
 AG6393
 AG6393'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6393'RECOVERED IN GOOD CONDITION.
 AG6393
 AG6393                          STATION RECOVERY (2002)
 AG6393
 AG6393'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG6393'FENCE IS GONE. SEARCHED 15 MINUTES AND COULD NOT FIND.
 AG6393
 AG6393                          STATION RECOVERY (2008)
 AG6393
 AG6393'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG6393'THE MARK IS AT THE MANATEE PUBLIC BEACH PARK ON ANNA MARIA ISLAND, IN
 AG6393'SECTION 28, TOWNSHIP 34 SOUTH, RANGE 16 EAST.
 AG6393'
 AG6393'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 64 WESTBOUND
 AG6393'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 AG6393'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 AG6393'AVENUE) FOR 8.5 MI (13.7 KM) AND CROSSING THREE BRIDGES TO ANNA MARIA
 AG6393'ISLAND AND THE SECOND TRAFFIC SIGNAL AT THE JUNCTION OF GULF DRIVE,
 AG6393'CONTINUE WEST BENEATH SIGNAL ENTERING THE MANATEE PUBLIC BEACH AND THE
 AG6393'PARKING AREA OF THE CAFE ON THE BEACH-GIFT SHOP, BEAR RIGHT AND CURVE
 AG6393'IN FRONT OF THE BUILDING AND GO NORTH FOR 0.1 MI (0.2 KM) TO THE
 AG6393'NORTHERNMOST DIRT PARKING AREA ON THE RIGHT JUST SOUTH OF THE 6-FOOT
 AG6393'CHAIN LINK FENCE SURROUNDING THE MANATEE COUNTY SEWAGE PUMPING STATION
 AG6393'NUMBER 71 AND THE MARK, A NOS TIDAL STATION DISK CRIMPED TO A
 AG6393'COPPER-CLAD STEEL ROD ENCASED IN A 4-INCH (10 CM) STEEL PIPE AND
 AG6393'SURROUNDED WITH CONCRETE AT THE SOUTHEAST CORNER OF THE CHAIN LINK
 AG6393'FENCE.
 AG6393'
 AG6393'LOCATED ABOUT 151.0 FT (46.0 M) NORTHEAST OF A NOS DISK STAMPED NO 3
 AG6393'1975, ABOUT 148.00 FT (45.1 M) EAST OF THE APPROXIMATE CENTERLINE OF
 AG6393'THE ASPHALT ENTRANCE DRIVE, ABOUT 137.0 FT (41.8 M) SOUTH OF THE
 AG6393'CENTERLINE OF GULF DRIVE ON THE NORTH END OF THE PARK, 33.0 FT (10.1
 AG6393'M) NORTH OF THE APPROXIMATE CENTERLINE OF THE DRIVEWAY OF THE DIRT
 AG6393'PARKING AREA, 2.0 FT (0.6 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 AG6393'CHAIN LINK FENCE AND 1.2 FT (0.4 M) SOUTH OF A CARSONITE WITNESS POST.
 AG6393
 AG6393                          STATION RECOVERY (2008)
 AG6393
 AG6393'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG6393'MARK NOT FOUND.
 AG6393
 AG6393                          STATION RECOVERY (2009)
 AG6393
 AG6393'RECOVERY NOTE BY LEO MILLS AND ASSOCIATES INC 2009 (BES)
 AG6393'ADDITIONAL DESCRIPTIVE TIE- MONUMENT LIES 8', MORE OR LESS, NORTHERLY
 AG6393'OF THE NORTH EDGE OF SHELL PARKING LOT FOR THE MANATEE COUNTY PUBLIC
 AG6393'BEACH.
 AG6393'LATTITUDE = N27D29MIN52.9SEC   LONGITUDE = W82D42MIN43.2SEC
 AG6393
 AG6393                          STATION RECOVERY (2013)
 AG6393
 AG6393'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 AG6393'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG6393
 AG6393                          STATION RECOVERY (2022)
 AG6393
 AG6393'RECOVERY NOTE BY LEO MILLS AND ASSOCIATES INC 2022 (BS)
 AG6393'THE MARK IS IN GOOD CONDITION.  IT IS INSIDE A BLACK CHAIN LINK FENCE
 AG6393'ENCLOSURE THAT IS USED FOR STORAGE.  THE MARK IS LOCATED 2.4 FT (0.7
 AG6393'M) SOUTHERLY AND 0.5 FT (15 CM) EASTERLY OF A GREEN CHAIN LINK FENCE
 AG6393'CORNER.  IT IS 5.5 FT (1.7 M) EASTERLY OF A BLACK CHAIN LINK FENCE
 AG6393'CORNER.  IT IS 3.5 FT (1.1 M) NORTHERLY AND 0.5 FT (15 CM) WESTERLY OF
 AG6393'THE SOUTHWEST CORNER OF A TAN STORAGE/CARGO CONTAINER.  LOCATED AT THE
 AG6393'NORTH END OF THE PUBLIC PARKING AREA FOR THE BEACH.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1767 ***********************************************************************
 DL1767  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1767  DESIGNATION -  872 6247 A TIDAL
 DL1767  PID         -  DL1767
 DL1767  STATE/COUNTY-  FL/MANATEE
 DL1767  COUNTRY     -  US
 DL1767  USGS QUAD   -  BRADENTON (2018)
 DL1767
 DL1767                         *CURRENT SURVEY CONTROL
 DL1767  ______________________________________________________________________
 DL1767* NAD 83(1986) POSITION- 27 29 56.3    (N) 082 34 32.8    (W)   HD_HELD2
 DL1767* NAVD 88 ORTHO HEIGHT -     2.638 (meters)        8.65  (feet) ADJUSTED
 DL1767  ______________________________________________________________________
 DL1767  GEOID HEIGHT    -        -24.494 (meters)                     GEOID18
 DL1767  DYNAMIC HEIGHT  -          2.634 (meters)        8.64  (feet) COMP
 DL1767  MODELED GRAVITY -    979,142.1   (mgal)                       NAVD 88
 DL1767
 DL1767  VERT ORDER      -  FIRST     CLASS II
 DL1767
 DL1767.The horizontal coordinates were established by autonomous hand held GPS
 DL1767.observations and have an estimated accuracy of +/- 10 meters.
 DL1767
 DL1767.The orthometric height was determined by differential leveling and
 DL1767.adjusted by the NATIONAL GEODETIC SURVEY
 DL1767.in July 2022.
 DL1767
 DL1767.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1767.GEOID18 height accuracy estimate available here.
 DL1767
 DL1767.This Tidal Bench Mark is designated as VM 19872
 DL1767.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1767
 DL1767.Click photographs - Photos may exist for this station.
 DL1767
 DL1767.The dynamic height is computed by dividing the NAVD 88
 DL1767.geopotential number by the normal gravity value computed on the
 DL1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1767.degrees latitude (g = 980.6199 gals.).
 DL1767
 DL1767.The modeled gravity was interpolated from observed gravity values.
 DL1767
 DL1767;                    North         East    Units  Estimated Accuracy
 DL1767;SPC FL W     -   350,823.      143,108.      MT  (+/- 10 meters HH2 GPS)
 DL1767
 DL1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4434342691(NAD 83)
 DL1767
 DL1767                          SUPERSEDED SURVEY CONTROL
 DL1767
 DL1767  NAVD 88 (07/08/09)    2.641  (m)            8.66   (f) SUPERSEDED  1 2
 DL1767
 DL1767.Superseded values are not recommended for survey control.
 DL1767
 DL1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1767.See file dsdata.pdf to determine how the superseded data were derived.
 DL1767
 DL1767_MARKER: DD = SURVEY DISK
 DL1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1767_STAMPING: 6247 A 2007
 DL1767_MARK LOGO: FLDEP
 DL1767_PROJECTION: FLUSH
 DL1767_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1767+STABILITY: SURFACE MOTION
 DL1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1767+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2022
 DL1767
 DL1767  HISTORY     - Date     Condition        Report By
 DL1767  HISTORY     - 20070930 MONUMENTED       FLDEP
 DL1767  HISTORY     - 20130424 GOOD             FL-081
 DL1767  HISTORY     - 20220502 GOOD             T2UES
 DL1767
 DL1767                          STATION DESCRIPTION
 DL1767
 DL1767'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1767'THE MARK IS IN BRADENTON, AT THE JUNCTION OF FIRST STREET AND 15TH
 DL1767'STREET, IN SECTION 26, TOWNSHIP 34 SOUTH, RANGE 17 EAST.
 DL1767'
 DL1767'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1767'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 DL1767'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 DL1767'AVENUE) FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF 10TH STREET WEST,
 DL1767'TURN RIGHT ON 10TH STREET WEST AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE
 DL1767'T-JUNCTION OF BARCARROTA BOULEVARD, TURN LEFT ON BARCARROTA BOULEVARD
 DL1767'AND GO WEST FOR 0.25 MI (0.4 KM) TO THE T-JUNCTION OF 15TH STREET (A
 DL1767'ONE-WAY STREET SOUTH) AND THE MARK, SET IN THE TOP OF A ROUND CONCRETE
 DL1767'MONUMENT FLUSH WITH THE GROUND AND ABOUT 0.5 FT (0.2 M) ABOVE THE
 DL1767'LEVEL OF 15TH STREET WEST (A ONE-WAY STREET SOUTH).
 DL1767'
 DL1767'LOCATED ABOUT 71.0 FT (21.6 M) SOUTH OF THE APPROXIMATE EXTENDED
 DL1767'CENTERLINE OF BARCARROTA BOULEVARD, 28.9 FT (8.8 M) NORTH OF THE
 DL1767'APPROXIMATE CENTERLINE OF FIRST STREET, 22.8 FT (6.9 M) WEST OF THE
 DL1767'CENTERLINE OF 15TH STREET WEST, 7.8 FT (2.4 M) EAST-NORTHEAST OF A
 DL1767'12-INCH (30 CM) DIAMETER OAK TREE, 6.5 FT (2.0 M) SOUTHWEST OF A
 DL1767'CONCRETE POWER POLE NUMBER 512806416 WITH 3 TRANSFORMER AND 3 GUY
 DL1767'WIRES ATTACHED, 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS POST AND
 DL1767'2.1 FT (0.6 M) WEST OF A CUT-OFF POWER POLE.
 DL1767'
 DL1767'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL1767'MONUMENT.
 DL1767
 DL1767                          STATION RECOVERY (2013)
 DL1767
 DL1767'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 DL1767'RECOVERED IN GOOD CONDITION.
 DL1767
 DL1767                          STATION RECOVERY (2022)
 DL1767
 DL1767'RECOVERY NOTE BY T2 UES, INC. 2022 (JNH)
 DL1767'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1768 ***********************************************************************
 DL1768  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1768  DESIGNATION -  872 6247 B TIDAL
 DL1768  PID         -  DL1768
 DL1768  STATE/COUNTY-  FL/MANATEE
 DL1768  COUNTRY     -  US
 DL1768  USGS QUAD   -  BRADENTON (2018)
 DL1768
 DL1768                         *CURRENT SURVEY CONTROL
 DL1768  ______________________________________________________________________
 DL1768* NAD 83(1986) POSITION- 27 29 56.39   (N) 082 34 28.45   (W)   HD_HELD1
 DL1768* NAVD 88 ORTHO HEIGHT -     1.523 (meters)        5.00  (feet) ADJUSTED
 DL1768  ______________________________________________________________________
 DL1768  GEOID HEIGHT    -        -24.496 (meters)                     GEOID18
 DL1768  DYNAMIC HEIGHT  -          1.521 (meters)        4.99  (feet) COMP
 DL1768  MODELED GRAVITY -    979,142.0   (mgal)                       NAVD 88
 DL1768
 DL1768  VERT ORDER      -  FIRST     CLASS II
 DL1768
 DL1768.The horizontal coordinates were determined by differentially corrected
 DL1768.hand held GPS observations or other comparable positioning techniques
 DL1768.and have an estimated accuracy of +/- 3 meters.
 DL1768
 DL1768.The orthometric height was determined by differential leveling and
 DL1768.adjusted by the NATIONAL GEODETIC SURVEY
 DL1768.in July 2009.
 DL1768
 DL1768.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1768.GEOID18 height accuracy estimate available here.
 DL1768
 DL1768.This Tidal Bench Mark is designated as VM 19873
 DL1768.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1768
 DL1768.Click photographs - Photos may exist for this station.
 DL1768
 DL1768.The dynamic height is computed by dividing the NAVD 88
 DL1768.geopotential number by the normal gravity value computed on the
 DL1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1768.degrees latitude (g = 980.6199 gals.).
 DL1768
 DL1768.The modeled gravity was interpolated from observed gravity values.
 DL1768
 DL1768;                    North         East    Units  Estimated Accuracy
 DL1768;SPC FL W     -   350,824.9     143,227.8     MT  (+/- 3 meters HH1 GPS) 
 DL1768
 DL1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4446242692(NAD 83)
 DL1768
 DL1768                          SUPERSEDED SURVEY CONTROL
 DL1768
 DL1768.No superseded survey control is available for this station.
 DL1768
 DL1768_MARKER: DD = SURVEY DISK
 DL1768_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL1768_SP_SET: LIGHT POLE BASE
 DL1768_STAMPING: 6247 B 2007
 DL1768_MARK LOGO: FLDEP
 DL1768_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1768+STABILITY: SURFACE MOTION
 DL1768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1768+SATELLITE: SATELLITE OBSERVATIONS - May 02, 2022
 DL1768
 DL1768  HISTORY     - Date     Condition        Report By
 DL1768  HISTORY     - 20070930 MONUMENTED       FLDEP
 DL1768  HISTORY     - 20100628 GOOD             COBFL
 DL1768  HISTORY     - 20130413 GOOD             FL-081
 DL1768  HISTORY     - 20220502 GOOD             T2UES
 DL1768
 DL1768                          STATION DESCRIPTION
 DL1768
 DL1768'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1768'THE MARK IS IN BRADENTON, NEAR THE JUNCTION OF BARCARROTA BOULEVARD
 DL1768'AND 13TH STREET, IN SECTION 26 TOWNSHIP 34 SOUTH, RANGE 17 EAST.
 DL1768'
 DL1768'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1768'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 DL1768'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 DL1768'AVENUE) FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF 10TH STREET WEST,
 DL1768'TURN RIGHT ON 10TH STREET WEST AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE
 DL1768'T-JUNCTION OF BARCARROTA BOULEVARD, TURN LEFT ON BARCARROTA BOULEVARD
 DL1768'AND GO WEST FOR 0.2 MI (0.4 KM) TO THE MARK ON THE LEFT, SET FLUSH IN
 DL1768'THE TOP OF A ROUND CONCRETE BASE THAT SUPPORTS A SQUARE ALUMINUM LIGHT
 DL1768'POLE AND ABOUT 0.5 FT (0.2 M) ABOVE THE LEVEL OF BARCARROTA BOULEVARD.
 DL1768'LOCATED 174.5 FT (53.2 M) WEST OF THE APPROXIMATE CENTERLINE OF 13TH
 DL1768'STREET, 50.0 FT (15.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DL1768'BARCARROTA BOULEVARD, 1.7 FT (0.5 M) SOUTH OF THE SOUTHWEST CORNER OF
 DL1768'A MANATEE CENTRAL LIBRARY SIGN AND 0.7 FT (0.2 M) NORTHWEST OF A
 DL1768'ALUMINUM LIGHT POLE.
 DL1768
 DL1768                          STATION RECOVERY (2010)
 DL1768
 DL1768'RECOVERY NOTE BY CITY OF BRADENTON 2010 (DEC)
 DL1768'RECOVERED AS DESCRIBED.
 DL1768
 DL1768                          STATION RECOVERY (2013)
 DL1768
 DL1768'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 DL1768'RECOVERED IN GOOD CONDITION.
 DL1768
 DL1768                          STATION RECOVERY (2022)
 DL1768
 DL1768'RECOVERY NOTE BY T2 UES, INC. 2022 (JNH)
 DL1768'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1769 ***********************************************************************
 DL1769  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1769  DESIGNATION -  872 6247 C TIDAL
 DL1769  PID         -  DL1769
 DL1769  STATE/COUNTY-  FL/MANATEE
 DL1769  COUNTRY     -  US
 DL1769  USGS QUAD   -  BRADENTON (2018)
 DL1769
 DL1769                         *CURRENT SURVEY CONTROL
 DL1769  ______________________________________________________________________
 DL1769* NAD 83(1986) POSITION- 27 29 56.5    (N) 082 34 24.2    (W)   HD_HELD2
 DL1769* NAVD 88 ORTHO HEIGHT -     1.805 (meters)        5.92  (feet) ADJUSTED
 DL1769  ______________________________________________________________________
 DL1769  GEOID HEIGHT    -        -24.497 (meters)                     GEOID18
 DL1769  DYNAMIC HEIGHT  -          1.803 (meters)        5.92  (feet) COMP
 DL1769  MODELED GRAVITY -    979,142.0   (mgal)                       NAVD 88
 DL1769
 DL1769  VERT ORDER      -  FIRST     CLASS II
 DL1769
 DL1769.The horizontal coordinates were established by autonomous hand held GPS
 DL1769.observations and have an estimated accuracy of +/- 10 meters.
 DL1769
 DL1769.The orthometric height was determined by differential leveling and
 DL1769.adjusted by the NATIONAL GEODETIC SURVEY
 DL1769.in July 2009.
 DL1769
 DL1769.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1769.GEOID18 height accuracy estimate available here.
 DL1769
 DL1769.This Tidal Bench Mark is designated as VM 19874
 DL1769.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1769
 DL1769.Click photographs - Photos may exist for this station.
 DL1769
 DL1769.The dynamic height is computed by dividing the NAVD 88
 DL1769.geopotential number by the normal gravity value computed on the
 DL1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1769.degrees latitude (g = 980.6199 gals.).
 DL1769
 DL1769.The modeled gravity was interpolated from observed gravity values.
 DL1769
 DL1769;                    North         East    Units  Estimated Accuracy
 DL1769;SPC FL W     -   350,828.      143,345.      MT  (+/- 10 meters HH2 GPS)
 DL1769
 DL1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4457942694(NAD 83)
 DL1769
 DL1769                          SUPERSEDED SURVEY CONTROL
 DL1769
 DL1769.No superseded survey control is available for this station.
 DL1769
 DL1769_STAMPING: 6247 C 2007
 DL1769_MARK LOGO: FLDEP
 DL1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1769+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2007
 DL1769
 DL1769  HISTORY     - Date     Condition        Report By
 DL1769  HISTORY     - 20070930 MONUMENTED       FLDEP
 DL1769  HISTORY     - 20130413 GOOD             FL-081
 DL1769  HISTORY     - 20190718 MARK NOT FOUND   COBFL
 DL1769
 DL1769                          STATION DESCRIPTION
 DL1769
 DL1769'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1769'THE MARK IS IN BRADENTON, NEAR THE JUNCTION OF BARCARROTA BOULEVARD
 DL1769'AND OLD MAIN STREET, IN SECTION 26 TOWNSHIP 34 SOUTH, RANGE 17 EAST.
 DL1769'
 DL1769'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1769'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 DL1769'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 DL1769'AVENUE) FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF 10TH STREET WEST,
 DL1769'TURN RIGHT ON 10TH STREET WEST AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE
 DL1769'T-JUNCTION OF BARCARROTA BOULEVARD, TURN LEFT ON BARCARROTA BOULEVARD
 DL1769'AND GO WEST FOR 0.1 MI (0.4 KM) TO THE JUNCTION OF OLD MAIN STREET ON
 DL1769'THE LEFT AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A SQUARE
 DL1769'CONCRETE BASE THAT SUPPORTS A METAL LIGHT POLE NUMBER 42 AND ABOUT 0.5
 DL1769'FT (0.2 M) ABOVE THE LEVEL OF BARCARROTA BOULEVARD.
 DL1769'
 DL1769'LOCATED 45.4 FT (13.8 M) EAST OF THE APPROXIMATE CENTERLINE OF OLD
 DL1769'MAIN STREET, 37.5 FT (15.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DL1769'BARCARROTA BOULEVARD, 29.4 FT (9.0 M) NORTHEAST OF A FIRE HYDRANT AND
 DL1769'0.5 FT (1.5 M) EAST OF A METAL LIGHT POLE.
 DL1769
 DL1769                          STATION RECOVERY (2013)
 DL1769
 DL1769'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 DL1769'RECOVERED IN GOOD CONDITION.
 DL1769
 DL1769                          STATION RECOVERY (2019)
 DL1769
 DL1769'RECOVERY NOTE BY CITY OF BRADENTON 2019 (DEC)
 DL1769'THE SIDEWALK WHERE THE DISK WAS SET WAS RECENTLY REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1862 ***********************************************************************
 DL1862  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1862  DESIGNATION -  872 6247 E TIDAL
 DL1862  PID         -  DL1862
 DL1862  STATE/COUNTY-  FL/MANATEE
 DL1862  COUNTRY     -  US
 DL1862  USGS QUAD   -  BRADENTON (2018)
 DL1862
 DL1862                         *CURRENT SURVEY CONTROL
 DL1862  ______________________________________________________________________
 DL1862* NAD 83(1986) POSITION- 27 29 57.4    (N) 082 34 15.5    (W)   HD_HELD2
 DL1862* NAVD 88 ORTHO HEIGHT -     3.517 (meters)       11.54  (feet) ADJUSTED
 DL1862  ______________________________________________________________________
 DL1862  GEOID HEIGHT    -        -24.500 (meters)                     GEOID18
 DL1862  DYNAMIC HEIGHT  -          3.512 (meters)       11.52  (feet) COMP
 DL1862  MODELED GRAVITY -    979,142.0   (mgal)                       NAVD 88
 DL1862
 DL1862  VERT ORDER      -  FIRST     CLASS II
 DL1862
 DL1862.The horizontal coordinates were established by autonomous hand held GPS
 DL1862.observations and have an estimated accuracy of +/- 10 meters.
 DL1862
 DL1862.The orthometric height was determined by differential leveling and
 DL1862.adjusted by the NATIONAL GEODETIC SURVEY
 DL1862.in July 2009.
 DL1862
 DL1862.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1862.GEOID18 height accuracy estimate available here.
 DL1862
 DL1862.This Tidal Bench Mark is designated as VM 19875
 DL1862.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1862
 DL1862.Click photographs - Photos may exist for this station.
 DL1862
 DL1862.The dynamic height is computed by dividing the NAVD 88
 DL1862.geopotential number by the normal gravity value computed on the
 DL1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1862.degrees latitude (g = 980.6199 gals.).
 DL1862
 DL1862.The modeled gravity was interpolated from observed gravity values.
 DL1862
 DL1862;                    North         East    Units  Estimated Accuracy
 DL1862;SPC FL W     -   350,854.      143,583.      MT  (+/- 10 meters HH2 GPS)
 DL1862
 DL1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4481842719(NAD 83)
 DL1862
 DL1862                          SUPERSEDED SURVEY CONTROL
 DL1862
 DL1862.No superseded survey control is available for this station.
 DL1862
 DL1862_MARKER: DD = SURVEY DISK
 DL1862_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL1862_SP_SET: BRIDGE ABUTMENT
 DL1862_STAMPING: 6247 E
 DL1862_MARK LOGO: FLDT
 DL1862_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1862_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1862+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DL1862
 DL1862  HISTORY     - Date     Condition        Report By
 DL1862  HISTORY     - 20070830 MONUMENTED       FLDEP
 DL1862  HISTORY     - 20130424 GOOD             FL-081
 DL1862  HISTORY     - 20220502 GOOD             T2UES
 DL1862  HISTORY     - 20230613 GOOD             USPSQD
 DL1862
 DL1862                          STATION DESCRIPTION
 DL1862
 DL1862'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL1862'THE MARK IS IN BRADENTON, AT THE SOUTHEAST CORNER OF E.P.  GREEN
 DL1862'BRIDGE THAT SPANNING MANATEE RIVER, IN SECTION 26, TOWNSHIP 34 SOUTH,
 DL1862'RANGE 17 EAST.
 DL1862'
 DL1862'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1862'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 DL1862'TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. BUSINESS HIGHWAY 41 (9TH
 DL1862'STREET, TAMIAMI TRAIL) FOR 0.25 MI (0.4 KM) TO THE SOUTH END OF THE
 DL1862'E.P. GREEN BRIDGE SPANNING THE MANATEE RIVER AND THE MARK ON THE
 DL1862'RIGHT, SET FLUSH IN THE TOP OF THE SOUTHEAST BRIDGE GRUADRAIL AND
 DL1862'ABOUT 3.0 FT (1.2 M) ABOVE LEVEL OF U.S. BUSINESS HIGHWAY 41.
 DL1862'
 DL1862'LOCATED 22.8 FT (6.9 M) EAST OF THE CENTERLINE OF U.S. BUSINESS 41
 DL1862'NORTHBOUND LANES, 15.6 FT (4.8 M) SOUTH OF THE EAST-WEST WOODEN HAND
 DL1862'RAIL ON THE SOUTH SIDE OF THE MANATEE RIVER AND 1.3 FT (0.4 M) NORTH
 DL1862'OF THE SOUTH END OF THE BRIDGE GUARDRAIL.
 DL1862
 DL1862                          STATION RECOVERY (2013)
 DL1862
 DL1862'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 DL1862'RECOVERED IN GOOD CONDITION.
 DL1862
 DL1862                          STATION RECOVERY (2022)
 DL1862
 DL1862'RECOVERY NOTE BY T2 UES, INC. 2022 (JNH)
 DL1862'RECOVERED AS DESCRIBED.
 DL1862
 DL1862                          STATION RECOVERY (2023)
 DL1862
 DL1862'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 DL1862'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1766 ***********************************************************************
 DL1766  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1766  DESIGNATION -  872 6247 F TIDAL
 DL1766  PID         -  DL1766
 DL1766  STATE/COUNTY-  FL/MANATEE
 DL1766  COUNTRY     -  US
 DL1766  USGS QUAD   -  BRADENTON (2018)
 DL1766
 DL1766                         *CURRENT SURVEY CONTROL
 DL1766  ______________________________________________________________________
 DL1766* NAD 83(1986) POSITION- 27 29 57.39   (N) 082 34 16.41   (W)   HD_HELD1
 DL1766* NAVD 88 ORTHO HEIGHT -     2.602 (meters)        8.54  (feet) ADJUSTED
 DL1766  ______________________________________________________________________
 DL1766  GEOID HEIGHT    -        -24.499 (meters)                     GEOID18
 DL1766  DYNAMIC HEIGHT  -          2.598 (meters)        8.52  (feet) COMP
 DL1766  MODELED GRAVITY -    979,142.0   (mgal)                       NAVD 88
 DL1766
 DL1766  VERT ORDER      -  FIRST     CLASS II
 DL1766
 DL1766.The horizontal coordinates were determined by differentially corrected
 DL1766.hand held GPS observations or other comparable positioning techniques
 DL1766.and have an estimated accuracy of +/- 3 meters.
 DL1766
 DL1766.The orthometric height was determined by differential leveling and
 DL1766.adjusted by the NATIONAL GEODETIC SURVEY
 DL1766.in July 2009.
 DL1766
 DL1766.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1766.GEOID18 height accuracy estimate available here.
 DL1766
 DL1766.This Tidal Bench Mark is designated as VM 19876
 DL1766.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1766
 DL1766.Click photographs - Photos may exist for this station.
 DL1766
 DL1766.The dynamic height is computed by dividing the NAVD 88
 DL1766.geopotential number by the normal gravity value computed on the
 DL1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1766.degrees latitude (g = 980.6199 gals.).
 DL1766
 DL1766.The modeled gravity was interpolated from observed gravity values.
 DL1766
 DL1766;                    North         East    Units  Estimated Accuracy
 DL1766;SPC FL W     -   350,854.1     143,558.4     MT  (+/- 3 meters HH1 GPS) 
 DL1766
 DL1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4479342719(NAD 83)
 DL1766
 DL1766                          SUPERSEDED SURVEY CONTROL
 DL1766
 DL1766.No superseded survey control is available for this station.
 DL1766
 DL1766_MARKER: DD = SURVEY DISK
 DL1766_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL1766_SP_SET: BRIDGE ABUTMENT
 DL1766_STAMPING: 6247 F 2007
 DL1766_MARK LOGO: FLDEP
 DL1766_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1766+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 DL1766
 DL1766  HISTORY     - Date     Condition        Report By
 DL1766  HISTORY     - 20070830 MONUMENTED       FLDEP
 DL1766  HISTORY     - 20130424 GOOD             FL-081
 DL1766  HISTORY     - 20220502 GOOD             T2UES
 DL1766  HISTORY     - 20230613 GOOD             USPSQD
 DL1766
 DL1766                          STATION DESCRIPTION
 DL1766
 DL1766'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1766'THE MARK IS IN BRADENTON, NEAR THE JUNCTION OF 10TH STREET WEST AND
 DL1766'BARCARROTA BOULEVARD WEST, IN SECTION 26, TOWNSHIP 34 SOUTH, RANGE 17
 DL1766'EAST.
 DL1766'
 DL1766'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1766'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 DL1766'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 DL1766'AVENUE) FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF 10TH STREET WEST,
 DL1766'TURN RIGHT ON 10TH STREET WEST AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE
 DL1766'JUNCTION OF BARCARROTA BOULEVARD ON THE LEFT AND A ENTRANCE ROAD (FOR
 DL1766'A PARKING LOT) ON THE RIGHT, TURN RIGHT ON THE ENTRANCE ROAD AND GO
 DL1766'EAST PASSING THROUGH A PARKING LOT TO THE EAST END OF A PARKING LOT
 DL1766'AND THE MARK, SET FLUSH IN THE TOP OF THE SOUTHWEST BRIDGE ABUTMENT OF
 DL1766'THE E.P. GREEN BRIDGE SPANNING THE MANATEE RIVER AND ABOUT LEVEL WITH
 DL1766'U.S. BUSINESS HIGHWAY 41 SOUTHBOUND LANES.
 DL1766'
 DL1766'LOCATED 18.8 FT (5.7 M) NORTH OF THE SOUTH END OF THE BRIDGE
 DL1766'GUARDRAIL, 13.2 FT (4.0 M) SOUTH OF A EAST-WEST SEAWALL AND 1.2 FT
 DL1766'(0.4 M) NORTH OF THE SOUTH END OF THE BRIDGE ABUTMENT.
 DL1766
 DL1766                          STATION RECOVERY (2013)
 DL1766
 DL1766'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 DL1766'RECOVERED IN GOOD CONDITION.
 DL1766
 DL1766                          STATION RECOVERY (2022)
 DL1766
 DL1766'RECOVERY NOTE BY T2 UES, INC. 2022 (JNH)
 DL1766'RECOVERED AS DESCRIBED.
 DL1766
 DL1766                          STATION RECOVERY (2023)
 DL1766
 DL1766'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 DL1766'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1860 ***********************************************************************
 DL1860  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1860  DESIGNATION -  872 6247 G TIDAL
 DL1860  PID         -  DL1860
 DL1860  STATE/COUNTY-  FL/MANATEE
 DL1860  COUNTRY     -  US
 DL1860  USGS QUAD   -  BRADENTON (2018)
 DL1860
 DL1860                         *CURRENT SURVEY CONTROL
 DL1860  ______________________________________________________________________
 DL1860* NAD 83(1986) POSITION- 27 29 58.     (N) 082 34 17.     (W)   SCALED
 DL1860* NAVD 88 ORTHO HEIGHT -     1.099 (meters)        3.61  (feet) ADJUSTED
 DL1860  ______________________________________________________________________
 DL1860  GEOID HEIGHT    -        -24.499 (meters)                     GEOID18
 DL1860  DYNAMIC HEIGHT  -          1.097 (meters)        3.60  (feet) COMP
 DL1860  MODELED GRAVITY -    979,142.0   (mgal)                       NAVD 88
 DL1860
 DL1860  VERT ORDER      -  FIRST     CLASS II
 DL1860
 DL1860.The horizontal coordinates were scaled from a map and have
 DL1860.an estimated accuracy of +/- 6 seconds.
 DL1860
 DL1860.The orthometric height was determined by differential leveling and
 DL1860.adjusted by the NATIONAL GEODETIC SURVEY
 DL1860.in July 2009.
 DL1860
 DL1860.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1860.GEOID18 height accuracy estimate available here.
 DL1860
 DL1860.This Tidal Bench Mark is designated as VM 19877
 DL1860.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1860
 DL1860.Click photographs - Photos may exist for this station.
 DL1860
 DL1860.The dynamic height is computed by dividing the NAVD 88
 DL1860.geopotential number by the normal gravity value computed on the
 DL1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1860.degrees latitude (g = 980.6199 gals.).
 DL1860
 DL1860.The modeled gravity was interpolated from observed gravity values.
 DL1860
 DL1860;                    North         East    Units  Estimated Accuracy
 DL1860;SPC FL W     -   350,870.      143,540.      MT  (+/- 180 meters Scaled)
 DL1860
 DL1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL447427(NAD 83)
 DL1860
 DL1860                          SUPERSEDED SURVEY CONTROL
 DL1860
 DL1860.No superseded survey control is available for this station.
 DL1860
 DL1860_MARKER: DD = SURVEY DISK
 DL1860_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL1860_SP_SET: SEAWALL
 DL1860_STAMPING: 6247 G 2007
 DL1860_MARK LOGO: FLDEP
 DL1860_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1860_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1860+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2007
 DL1860
 DL1860  HISTORY     - Date     Condition        Report By
 DL1860  HISTORY     - 20070828 MONUMENTED       FLDEP
 DL1860
 DL1860                          STATION DESCRIPTION
 DL1860
 DL1860'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1860'THE MARK IS IN BRADENTON, NEAR THE JUNCTION OF 10TH STREET WEST AND
 DL1860'BARCARROTA BOULEVARD, IN SECTION 26, TOWNSHIP 34 SOUTH, RANGE 17 EAST.
 DL1860'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1860'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 DL1860'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 DL1860'AVENUE) FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF 10TH STREET WEST,
 DL1860'TURN RIGHT ON 10TH STREET WEST AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE
 DL1860'JUNCTION OF BARCARROTA BOULEVARD ON THE LEFT AND A ENTRANCE ROAD (FOR
 DL1860'A PARKING LOT) ON THE RIGHT AND THE MARK ON THE LEFT, SET FLUSH IN THE
 DL1860'TOP OF THE WEST END OF A SEAWALL AND ABOUT 1.0 FT BELOW THE EXTENDED
 DL1860'CENTERLINE OF BARCARROTA BOULEVARD.
 DL1860'
 DL1860'LOCATED 47.7 FT (14.5 M) NORTH OF A DRIVEWAY PAVED WITH BRICKS LEADING
 DL1860'TO PARKING LOT FOR A MARINA, 13.8 FT (4.2 M) NORTH-NORTHWEST OF METAL
 DL1860'LIGHT POLE NUMBER 31 AND 1.8 FT (0.5 M) EAST OF THE WEST END OF AN
 DL1860'ALUMINUM GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1861 ***********************************************************************
 DL1861  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1861  DESIGNATION -  872 6247 H TIDAL
 DL1861  PID         -  DL1861
 DL1861  STATE/COUNTY-  FL/MANATEE
 DL1861  COUNTRY     -  US
 DL1861  USGS QUAD   -  BRADENTON (2018)
 DL1861
 DL1861                         *CURRENT SURVEY CONTROL
 DL1861  ______________________________________________________________________
 DL1861* NAD 83(1986) POSITION- 27 29 55.     (N) 082 34 16.     (W)   SCALED
 DL1861* NAVD 88 ORTHO HEIGHT -     2.585 (meters)        8.48  (feet) ADJUSTED
 DL1861  ______________________________________________________________________
 DL1861  GEOID HEIGHT    -        -24.499 (meters)                     GEOID18
 DL1861  DYNAMIC HEIGHT  -          2.581 (meters)        8.47  (feet) COMP
 DL1861  MODELED GRAVITY -    979,141.9   (mgal)                       NAVD 88
 DL1861
 DL1861  VERT ORDER      -  FIRST     CLASS II
 DL1861
 DL1861.The horizontal coordinates were scaled from a map and have
 DL1861.an estimated accuracy of +/- 6 seconds.
 DL1861
 DL1861.The orthometric height was determined by differential leveling and
 DL1861.adjusted by the NATIONAL GEODETIC SURVEY
 DL1861.in July 2009.
 DL1861
 DL1861.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1861.GEOID18 height accuracy estimate available here.
 DL1861
 DL1861.This Tidal Bench Mark is designated as VM 19878
 DL1861.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1861
 DL1861.Click photographs - Photos may exist for this station.
 DL1861
 DL1861.The dynamic height is computed by dividing the NAVD 88
 DL1861.geopotential number by the normal gravity value computed on the
 DL1861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1861.degrees latitude (g = 980.6199 gals.).
 DL1861
 DL1861.The modeled gravity was interpolated from observed gravity values.
 DL1861
 DL1861;                    North         East    Units  Estimated Accuracy
 DL1861;SPC FL W     -   350,780.      143,570.      MT  (+/- 180 meters Scaled)
 DL1861
 DL1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL448426(NAD 83)
 DL1861
 DL1861                          SUPERSEDED SURVEY CONTROL
 DL1861
 DL1861.No superseded survey control is available for this station.
 DL1861
 DL1861_MARKER: DD = SURVEY DISK
 DL1861_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL1861_SP_SET: STEP
 DL1861_STAMPING: 6247 H 2007
 DL1861_MARK LOGO: FLDEP
 DL1861_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1861_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1861+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2007
 DL1861
 DL1861  HISTORY     - Date     Condition        Report By
 DL1861  HISTORY     - 20070830 MONUMENTED       FLDEP
 DL1861
 DL1861                          STATION DESCRIPTION
 DL1861
 DL1861'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1861'THE MARK IS IN BRADENTON, IN SECTION 26, TOWNSHIP 34 SOUTH, RANGE 17
 DL1861'EAST.
 DL1861'
 DL1861'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1861'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 DL1861'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 DL1861'AVENUE) FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF 10TH STREET WEST,
 DL1861'TURN RIGHT ON 10TH STREET WEST AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE
 DL1861'JUNCTION OF BARCARROTA BOULEVARD ON THE LEFT AND A ENTRANCE ROAD (FOR
 DL1861'A PARKING LOT) ON THE RIGHT, TURN RIGHT ON THE ENTRANCE ROAD AND GO
 DL1861'EAST PASSING THROUGH A PARKING LOT TO THE SOUTHEAST END OF A PARKING
 DL1861'LOT AND THE MARK, SET FLUSH IN THE CONCRETE STEP ON THE NORTHEAST SIDE
 DL1861'OF THE SOUTH FLORIDA MUSEUM BUILDING (JUNIOR SCIENCE MUSEUM) AND ABOUT
 DL1861'0.5 FT (0.2 M) ABOVE THE LEVEL OF THE WALKWAY.
 DL1861'
 DL1861'LOCATED 68.6 FT (20.9 M) WEST OF THE CENTERLINE OF U.S. BUSINESS
 DL1861'HIGHWAY 41 SOUTHBOUND LANES, 5.4 FT (1.6 M) WEST OF THE NORTH WALL OF
 DL1861'THE MUSEUM BUILDING AND 1.0 FT (0.3 M) SOUTH OF A CHAIN LINK FENCE
 DL1861'AROUND THE AC EQUIPMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR8078 ***********************************************************************
 DR8078  DESIGNATION -  872 6247 J
 DR8078  PID         -  DR8078
 DR8078  STATE/COUNTY-  FL/MANATEE
 DR8078  COUNTRY     -  US
 DR8078  USGS QUAD   -  BRADENTON (2018)
 DR8078
 DR8078                         *CURRENT SURVEY CONTROL
 DR8078  ______________________________________________________________________
 DR8078* NAD 83(1986) POSITION- 27 29 57.10   (N) 082 34 13.96   (W)   HD_HELD1
 DR8078* NAVD 88 ORTHO HEIGHT -     1.172 (meters)        3.85  (feet) ADJUSTED
 DR8078  ______________________________________________________________________
 DR8078  GEOID HEIGHT    -        -24.500 (meters)                     GEOID18
 DR8078  DYNAMIC HEIGHT  -          1.171 (meters)        3.84  (feet) COMP
 DR8078  MODELED GRAVITY -    979,141.9   (mgal)                       NAVD 88
 DR8078
 DR8078  VERT ORDER      -  FIRST     CLASS II
 DR8078
 DR8078.The horizontal coordinates were determined by differentially corrected
 DR8078.hand held GPS observations or other comparable positioning techniques
 DR8078.and have an estimated accuracy of +/- 3 meters.
 DR8078
 DR8078.The orthometric height was determined by differential leveling and
 DR8078.adjusted by the NATIONAL GEODETIC SURVEY
 DR8078.in July 2022.
 DR8078
 DR8078.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR8078.GEOID18 height accuracy estimate available here.
 DR8078
 DR8078.Click photographs - Photos may exist for this station.
 DR8078
 DR8078.The dynamic height is computed by dividing the NAVD 88
 DR8078.geopotential number by the normal gravity value computed on the
 DR8078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR8078.degrees latitude (g = 980.6199 gals.).
 DR8078
 DR8078.The modeled gravity was interpolated from observed gravity values.
 DR8078
 DR8078;                    North         East    Units  Estimated Accuracy
 DR8078;SPC FL W     -   350,844.9     143,625.7     MT  (+/- 3 meters HH1 GPS) 
 DR8078
 DR8078_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4486042709(NAD 83)
 DR8078
 DR8078                          SUPERSEDED SURVEY CONTROL
 DR8078
 DR8078.No superseded survey control is available for this station.
 DR8078
 DR8078_MARKER: F = FLANGE-ENCASED ROD
 DR8078_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR8078_STAMPING: 6247 J 2022
 DR8078_MARK LOGO: FLDEP
 DR8078_PROJECTION: RECESSED 9 CENTIMETERS
 DR8078_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR8078_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR8078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR8078+SATELLITE: SATELLITE OBSERVATIONS - May 11, 2022
 DR8078_ROD/PIPE-DEPTH: 3.5 meters
 DR8078
 DR8078  HISTORY     - Date     Condition        Report By
 DR8078  HISTORY     - 20220511 MONUMENTED       T2UES
 DR8078
 DR8078                          STATION DESCRIPTION
 DR8078
 DR8078'DESCRIBED BY T2 UES, INC. 2022 (JNH)
 DR8078'THE MARK IS LOCATED ABOUT 8.5 MI (13.7 KM) EAST-NORTHEAST OF BRADENTON
 DR8078'BEACH, 1.5 MI (2.4 KM) SOUTH OF PALMETTO AND IN THE TOWN OF BRADENTON,
 DR8078'FL.
 DR8078'
 DR8078'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DR8078'LANE(MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET, TAMIAMI
 DR8078'TRAIL) IN BRADENTON, GO NORTH 0.13 MI (0.21 KM) ALONG US BUSINESS 41
 DR8078'(9TH ST W, TAMIAMI TRAIL) TO THE INTERSECTION OF THIRD AVENUE W,
 DR8078'THENCE 0.10 MI (0.16 KM) TO JUNCTION OF A UNNAMED PAVE ROAD ON THE
 DR8078'NORTH SIDE OF THIRD AVENUE W, THENCE GO NORTH ALONG PAVED ROAD 0.10 MI
 DR8078'(0.16 KM) TO PARKING AREA FOR ROSSI PARK, THE MARK IS ON THE LEFT.
 DR8078'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 11.5 FT (3.5 M)
 DR8078'WITH A FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION AGENCY LOGO CAP
 DR8078'FLUSH WITH THE LEVEL OF THE GROUND, THE DATUM POINT IS RECESSED 0.3 FT
 DR8078'(9 CM) BELOW THE LEVEL OF THE LOGO CAP.
 DR8078'
 DR8078'THE MARK IS 41.1 FT (12.5 M) SOUTH OF A SEAWALL RUNNING EAST-WEST
 DR8078'ALONG SOUTH SIDE OF MANATEE RIVER, 26.8 FT (8.2 M) SOUTHWEST OF A
 DR8078'LIGHT POLE, 23.7 FT (7.2 M) NORTH OF A 18 INCH (46 CM) ROYAL PALM AND
 DR8078'12 FT (3.7 M) NORTHWEST OF IRRIGATION CONTROL VALVE.
 DR8078'
 DR8078'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5 INCH (13 CM) LOGO CAP.
 DR8078'NOTE-A MAGNET WAS PLACED INSIDE OF THE LOGO CAP. NOTE-NO WITNESS POST
 DR8078'WAS NOT SET PER THE REQUEST OF PROPERTY OWNER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5084 ***********************************************************************
 AG5084  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5084  DESIGNATION -  872 6247 TIDAL 1
 AG5084  PID         -  AG5084
 AG5084  STATE/COUNTY-  FL/MANATEE
 AG5084  COUNTRY     -  US
 AG5084  USGS QUAD   -  BRADENTON (2018)
 AG5084
 AG5084                         *CURRENT SURVEY CONTROL
 AG5084  ______________________________________________________________________
 AG5084* NAD 83(1986) POSITION- 27 29 51.     (N) 082 34 19.     (W)   SCALED
 AG5084* NAVD 88 ORTHO HEIGHT -     3.794 (meters)       12.45  (feet) ADJUSTED
 AG5084  ______________________________________________________________________
 AG5084  GEOID HEIGHT    -        -24.497 (meters)                     GEOID18
 AG5084  DYNAMIC HEIGHT  -          3.788 (meters)       12.43  (feet) COMP
 AG5084  MODELED GRAVITY -    979,141.8   (mgal)                       NAVD 88
 AG5084
 AG5084  VERT ORDER      -  FIRST     CLASS I
 AG5084
 AG5084.The horizontal coordinates were scaled from a map and have
 AG5084.an estimated accuracy of +/- 6 seconds.
 AG5084
 AG5084.The orthometric height was determined by differential leveling and
 AG5084.adjusted by the NATIONAL GEODETIC SURVEY
 AG5084.in June 1991.
 AG5084
 AG5084.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5084.GEOID18 height accuracy estimate available here.
 AG5084
 AG5084.This Tidal Bench Mark is designated as VM 10622
 AG5084.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG5084
 AG5084.Click photographs - Photos may exist for this station.
 AG5084
 AG5084.The dynamic height is computed by dividing the NAVD 88
 AG5084.geopotential number by the normal gravity value computed on the
 AG5084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5084.degrees latitude (g = 980.6199 gals.).
 AG5084
 AG5084.The modeled gravity was interpolated from observed gravity values.
 AG5084
 AG5084;                    North         East    Units  Estimated Accuracy
 AG5084;SPC FL W     -   350,660.      143,490.      MT  (+/- 180 meters Scaled)
 AG5084
 AG5084_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL447425(NAD 83)
 AG5084
 AG5084                          SUPERSEDED SURVEY CONTROL
 AG5084
 AG5084.No superseded survey control is available for this station.
 AG5084
 AG5084_MARKER: DJ = TIDAL STATION DISK
 AG5084_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG5084_STAMPING: 1 1926
 AG5084_MARK LOGO: CGS
 AG5084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5084
 AG5084  HISTORY     - Date     Condition        Report By
 AG5084  HISTORY     - 1926     MONUMENTED       CGS
 AG5084  HISTORY     - 1966     GOOD             CGS
 AG5084  HISTORY     - 1983     GOOD             FLDNR
 AG5084  HISTORY     - 1990     GOOD             USPSQD
 AG5084  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG5084  HISTORY     - 20130413 MARK NOT FOUND   FL-081
 AG5084
 AG5084                          STATION DESCRIPTION
 AG5084
 AG5084'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG5084'AT BRADENTON.
 AG5084'AT BRADENTON, ALONG BUSINESS 41, AT THE SOUTH END OF E.P. GREEN
 AG5084'BRIDGE OVER THE MANATEE RIVER, 21.0 FEET EAST OF THE CENTER LINE
 AG5084'OF THE HIGHWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND
 AG5084'IN THE TOP OF THE EAST END OF THE SOUTH CONCRETE ABUTMENT OF THE
 AG5084'BRIDGE.
 AG5084
 AG5084                          STATION RECOVERY (1983)
 AG5084
 AG5084'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG5084'RECOVERED IN GOOD CONDITION.
 AG5084
 AG5084                          STATION RECOVERY (1990)
 AG5084
 AG5084'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG5084'RECOVERED IN GOOD CONDITION.
 AG5084
 AG5084                          STATION RECOVERY (2003)
 AG5084
 AG5084'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG5084'MARK NOT FOUND.
 AG5084
 AG5084                          STATION RECOVERY (2013)
 AG5084
 AG5084'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 AG5084'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6381 ***********************************************************************
 AG6381  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6381  DESIGNATION -  872 6247 TIDAL 1 1975
 AG6381  PID         -  AG6381
 AG6381  STATE/COUNTY-  FL/MANATEE
 AG6381  COUNTRY     -  US
 AG6381  USGS QUAD   -  BRADENTON (2018)
 AG6381
 AG6381                         *CURRENT SURVEY CONTROL
 AG6381  ______________________________________________________________________
 AG6381* NAD 83(1986) POSITION- 27 29 57.     (N) 082 34 20.     (W)   SCALED
 AG6381* NAVD 88 ORTHO HEIGHT -     2.038 (meters)        6.69  (feet) ADJUSTED
 AG6381  ______________________________________________________________________
 AG6381  GEOID HEIGHT    -        -24.498 (meters)                     GEOID18
 AG6381  DYNAMIC HEIGHT  -          2.035 (meters)        6.68  (feet) COMP
 AG6381  MODELED GRAVITY -    979,142.0   (mgal)                       NAVD 88
 AG6381
 AG6381  VERT ORDER      -  SECOND    CLASS I
 AG6381
 AG6381.The horizontal coordinates were scaled from a map and have
 AG6381.an estimated accuracy of +/- 6 seconds.
 AG6381
 AG6381.The orthometric height was determined by differential leveling and
 AG6381.adjusted by the NATIONAL GEODETIC SURVEY
 AG6381.in June 1991.
 AG6381
 AG6381.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6381.GEOID18 height accuracy estimate available here.
 AG6381
 AG6381.This Tidal Bench Mark is designated as VM 10619
 AG6381.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6381
 AG6381.Click photographs - Photos may exist for this station.
 AG6381
 AG6381.The dynamic height is computed by dividing the NAVD 88
 AG6381.geopotential number by the normal gravity value computed on the
 AG6381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6381.degrees latitude (g = 980.6199 gals.).
 AG6381
 AG6381.The modeled gravity was interpolated from observed gravity values.
 AG6381
 AG6381;                    North         East    Units  Estimated Accuracy
 AG6381;SPC FL W     -   350,840.      143,460.      MT  (+/- 180 meters Scaled)
 AG6381
 AG6381_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL446427(NAD 83)
 AG6381
 AG6381                          SUPERSEDED SURVEY CONTROL
 AG6381
 AG6381.No superseded survey control is available for this station.
 AG6381
 AG6381_MARKER: DB = BENCH MARK DISK
 AG6381_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG6381+WITH SETTING: PAVEMENT
 AG6381_STAMPING: NO 1, 1975
 AG6381_MARK LOGO: NOS
 AG6381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6381+STABILITY: SURFACE MOTION
 AG6381
 AG6381  HISTORY     - Date     Condition        Report By
 AG6381  HISTORY     - 1975     MONUMENTED       NGS
 AG6381  HISTORY     - 1976     GOOD             NGS
 AG6381  HISTORY     - 1983     GOOD             FLDNR
 AG6381  HISTORY     - 1990     GOOD             USPSQD
 AG6381  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG6381
 AG6381                          STATION DESCRIPTION
 AG6381
 AG6381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6381'IN BRADENTON.
 AG6381'MARK IS IN BRADENTON NEAR THE INTERSECTION OF BARCARROTA AVE., AND
 AG6381'12TH STREET WEST NEAR THE MEMORIAL PIER.  MARK IS 76.0 FEET NORTH OF
 AG6381'CENTERLINE OF BARCARROTA AVE., 28 FEET EAST OF CENTERLINE OF THE EAST
 AG6381'LANE OF 12TH ST., WEST, 283 FEET EAST OF NO 2 1975, (TIDAL 2 NOS
 AG6381'1975), AND SET FLUSH IN NORTHEAST CORNER OF THE BASE OF THE MEMORIAL
 AG6381'FLAG POLE.
 AG6381
 AG6381                          STATION RECOVERY (1983)
 AG6381
 AG6381'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG6381'IN BRADENTON, AT THE INTERSECTION OF BARCARROTA AVENUE AND 12TH STREET
 AG6381'WEST, NEAR THE MEMORIAL PIER, 76.0 FEET NORTH OF THE CENTERLINE OF
 AG6381'BARCARROTA AVENUE, 28 FEET EAST OF THE CENTERLINE OF THE WEST LANE OF
 AG6381'12TH STREET WEST, 283 FEET WEST OF 872 6247 TIDAL 2, AND SET IN THE
 AG6381'NORTHEAST CORNER OF THE BASE OF THE MEMORIAL FLAG POLE.
 AG6381
 AG6381                          STATION RECOVERY (1990)
 AG6381
 AG6381'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG6381'RECOVERED IN GOOD CONDITION.
 AG6381
 AG6381                          STATION RECOVERY (2003)
 AG6381
 AG6381'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG6381'FLAGPOLE BASE IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6382 ***********************************************************************
 AG6382  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6382  DESIGNATION -  872 6247 TIDAL 2
 AG6382  PID         -  AG6382
 AG6382  STATE/COUNTY-  FL/MANATEE
 AG6382  COUNTRY     -  US
 AG6382  USGS QUAD   -  BRADENTON (2018)
 AG6382
 AG6382                         *CURRENT SURVEY CONTROL
 AG6382  ______________________________________________________________________
 AG6382* NAD 83(1986) POSITION- 27 29 57.3    (N) 082 34 21.1    (W)   HD_HELD2
 AG6382* NAVD 88 ORTHO HEIGHT -     1.550 (meters)        5.09  (feet) ADJUSTED
 AG6382  ______________________________________________________________________
 AG6382  GEOID HEIGHT    -        -24.498 (meters)                     GEOID18
 AG6382  DYNAMIC HEIGHT  -          1.547 (meters)        5.08  (feet) COMP
 AG6382  MODELED GRAVITY -    979,142.0   (mgal)                       NAVD 88
 AG6382
 AG6382  VERT ORDER      -  FIRST     CLASS II
 AG6382
 AG6382.The horizontal coordinates were established by autonomous hand held GPS
 AG6382.observations and have an estimated accuracy of +/- 10 meters.
 AG6382
 AG6382.The orthometric height was determined by differential leveling and
 AG6382.adjusted by the NATIONAL GEODETIC SURVEY
 AG6382.in July 2022.
 AG6382
 AG6382.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6382.GEOID18 height accuracy estimate available here.
 AG6382
 AG6382.This Tidal Bench Mark is designated as VM 10620
 AG6382.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6382
 AG6382.Click photographs - Photos may exist for this station.
 AG6382
 AG6382.The dynamic height is computed by dividing the NAVD 88
 AG6382.geopotential number by the normal gravity value computed on the
 AG6382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6382.degrees latitude (g = 980.6199 gals.).
 AG6382
 AG6382.The modeled gravity was interpolated from observed gravity values.
 AG6382
 AG6382;                    North         East    Units  Estimated Accuracy
 AG6382;SPC FL W     -   350,852.      143,430.      MT  (+/- 10 meters HH2 GPS)
 AG6382
 AG6382_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4466542718(NAD 83)
 AG6382
 AG6382                          SUPERSEDED SURVEY CONTROL
 AG6382
 AG6382  NAVD 88 (07/08/09)    1.500  (m)            4.92   (f) SUPERSEDED  1 2
 AG6382  NAVD 88 (06/15/91)    1.593  (m)            5.23   (f) SUPERSEDED  2 1
 AG6382
 AG6382.Superseded values are not recommended for survey control.
 AG6382
 AG6382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6382.See file dsdata.pdf to determine how the superseded data were derived.
 AG6382
 AG6382_MARKER: DJ = TIDAL STATION DISK
 AG6382_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG6382_SP_SET: PAD
 AG6382_STAMPING: NO 2 1975
 AG6382_MARK LOGO: NOS
 AG6382_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6382_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6382_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6382+SATELLITE: SATELLITE OBSERVATIONS - June 13, 2023
 AG6382
 AG6382  HISTORY     - Date     Condition        Report By
 AG6382  HISTORY     - 1975     MONUMENTED       NGS
 AG6382  HISTORY     - 1976     GOOD             NGS
 AG6382  HISTORY     - 1983     GOOD             FLDNR
 AG6382  HISTORY     - 1990     GOOD             USPSQD
 AG6382  HISTORY     - 20030306 GOOD             USPSQD
 AG6382  HISTORY     - 20070830 GOOD             FLDEP
 AG6382  HISTORY     - 20080416 GOOD             COBFL
 AG6382  HISTORY     - 20130424 GOOD             FL-081
 AG6382  HISTORY     - 20220502 GOOD             T2UES
 AG6382  HISTORY     - 20230613 GOOD             USPSQD
 AG6382
 AG6382                          STATION DESCRIPTION
 AG6382
 AG6382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6382'IN BRADENTON.
 AG6382'MARK IS IN BRADENTON AT THE CITY YACHT BASIN NEAR MEMORIAL PIER. MARK
 AG6382'IS SET FLUSH IN THE NORTHWEST CORNER OF A 4X4 CONCRETE BASE PAD FOR A
 AG6382'FLORIDA POWER LIGHT TRANSFORMER BOX.  MARK IS 283 FEET EAST OF NO 1,
 AG6382'48 FEET NORTH OF CENTERLINE OF BRADENTON AVE., 16 FEET EAST OF FIRE
 AG6382'HYDRANT, 16.7 FEET SOUTHEAST OF ENTRANCE TO DOCK.
 AG6382
 AG6382                          STATION RECOVERY (1983)
 AG6382
 AG6382'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG6382'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  IN BRADENTON,
 AG6382'AT THE CITY YACHT BASIN NEAR MEMORIAL PIER, SET IN THE NORTHWEST
 AG6382'CORNER OF A 4- BY 4-FOOT CONCRETE BASE PAD FOR A FLORIDA POWER LIGHT
 AG6382'TRANSFORMER BOX, 283 FEET EAST OF 872 6247 TIDAL 1, 48 FEET NORTH OF
 AG6382'THE CENTERLINE OF BRADENTON AVENUE, 16 FEET EAST OF A FIRE HYDRANT,
 AG6382'AND 16.7 FEET SOUTHEAST OF THE ENTRANCE TO A DOCK.
 AG6382
 AG6382                          STATION RECOVERY (1990)
 AG6382
 AG6382'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG6382'RECOVERED IN GOOD CONDITION.
 AG6382
 AG6382                          STATION RECOVERY (2003)
 AG6382
 AG6382'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG6382'CITY YACHT BASIN IS NOW TWIN DOLPHIN MARINA.
 AG6382
 AG6382                          STATION RECOVERY (2007)
 AG6382
 AG6382'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG6382'THE MARK IS IN BRADENTON, IN SECTION 26, TOWNSHIP 34 SOUTH, RANGE 17
 AG6382'EAST.
 AG6382'
 AG6382'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 AG6382'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 AG6382'TAMIAMI TRAIL) IN BRADENTON, GO WEST ON STATE HIGHWAY 64 (MANATEE
 AG6382'AVENUE) FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF 10TH STREET WEST,
 AG6382'TURN RIGHT ON 10TH STREET WEST AND GO NORTH FOR 0.2 MI (0.3 KM) TO THE
 AG6382'JUNCTION OF BARCARROTA BOULEVARD ON THE LEFT, TURN LEFT ON BARCARROTA
 AG6382'BOULEVARD AND GO WEST FOR 0.05 MI (0.1 KM) TO THE MARK ON THE RIGHT,
 AG6382'SET FLUSH IN THE TOP OF THE NORTHWEST CORNER OF A 4.0 FT SQUARE
 AG6382'CONCRETE BASE PAD FOR A FLORIDA POWER LIGHT TRANSFORMER BOX AND ABOUT
 AG6382'1.0 BELOW THE LEVEL OF BARCARROTA BOULEVARD.
 AG6382'
 AG6382'LOCATED ABOUT 275.0 FT (83.8 M) WEST OF AN FLDEP SURVEY DISK STAMPED
 AG6382'6247 G 2007 AND 48.0 FT (14.6 M) NORTH OF THE APPROXIMATE CENTERLINE
 AG6382'OF BARCARROTA BOULEVARD.
 AG6382
 AG6382                          STATION RECOVERY (2008)
 AG6382
 AG6382'RECOVERY NOTE BY CITY OF BRADENTON 2008 (DEC)
 AG6382'RECOVERED IN GOOD CONDITION.
 AG6382
 AG6382                          STATION RECOVERY (2013)
 AG6382
 AG6382'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 AG6382'LOCATED 7.3 FT (2.2 M) EAST OF THE CENTERLINE OF GATE TO 'C' DOCK.
 AG6382
 AG6382                          STATION RECOVERY (2022)
 AG6382
 AG6382'RECOVERY NOTE BY T2 UES, INC. 2022 (JNH)
 AG6382'RECOVERED AS DESCRIBED.
 AG6382
 AG6382                          STATION RECOVERY (2023)
 AG6382
 AG6382'RECOVERY NOTE BY US POWER SQUADRON 2023 (STH)
 AG6382'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6349 ***********************************************************************
 AG6349  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6349  DESIGNATION -  872 6247 TIDAL 3
 AG6349  PID         -  AG6349
 AG6349  STATE/COUNTY-  FL/MANATEE
 AG6349  COUNTRY     -  US
 AG6349  USGS QUAD   -  BRADENTON (2018)
 AG6349
 AG6349                         *CURRENT SURVEY CONTROL
 AG6349  ______________________________________________________________________
 AG6349* NAD 83(1986) POSITION- 27 29 51.     (N) 082 34 23.     (W)   SCALED
 AG6349* NAVD 88 ORTHO HEIGHT -     4.228 (meters)       13.87  (feet) ADJUSTED
 AG6349  ______________________________________________________________________
 AG6349  GEOID HEIGHT    -        -24.496 (meters)                     GEOID18
 AG6349  DYNAMIC HEIGHT  -          4.222 (meters)       13.85  (feet) COMP
 AG6349  MODELED GRAVITY -    979,141.9   (mgal)                       NAVD 88
 AG6349
 AG6349  VERT ORDER      -  FIRST     CLASS II
 AG6349
 AG6349.The horizontal coordinates were scaled from a map and have
 AG6349.an estimated accuracy of +/- 6 seconds.
 AG6349
 AG6349.The orthometric height was determined by differential leveling and
 AG6349.adjusted by the NATIONAL GEODETIC SURVEY
 AG6349.in June 1991.
 AG6349
 AG6349.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6349.GEOID18 height accuracy estimate available here.
 AG6349
 AG6349.This Tidal Bench Mark is designated as VM 17406
 AG6349.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6349
 AG6349.Click photographs - Photos may exist for this station.
 AG6349
 AG6349.The dynamic height is computed by dividing the NAVD 88
 AG6349.geopotential number by the normal gravity value computed on the
 AG6349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6349.degrees latitude (g = 980.6199 gals.).
 AG6349
 AG6349.The modeled gravity was interpolated from observed gravity values.
 AG6349
 AG6349;                    North         East    Units  Estimated Accuracy
 AG6349;SPC FL W     -   350,660.      143,380.      MT  (+/- 180 meters Scaled)
 AG6349
 AG6349_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL446425(NAD 83)
 AG6349
 AG6349                          SUPERSEDED SURVEY CONTROL
 AG6349
 AG6349  NGVD 29 (??/??/92)    4.52   (m)           14.8    (f) COMPUTED    1 2
 AG6349
 AG6349.Superseded values are not recommended for survey control.
 AG6349
 AG6349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6349.See file dsdata.pdf to determine how the superseded data were derived.
 AG6349
 AG6349_MARKER: DB = BENCH MARK DISK
 AG6349_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG6349_SP_SET: SIDEWALK
 AG6349_MARK LOGO: CGS
 AG6349_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6349
 AG6349  HISTORY     - Date     Condition        Report By
 AG6349  HISTORY     - UNK      MONUMENTED       CGS
 AG6349  HISTORY     - 1941     GOOD             CGS
 AG6349  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG6349  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG6349
 AG6349                          STATION DESCRIPTION
 AG6349
 AG6349'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 AG6349'IN BRADENTON.
 AG6349'TIDAL 3 (BRADENTON) 1926 IS IN THE NORTHWEST CORNER OF THE
 AG6349'INTERSECTION OF 12TH ST. AND 3RD AVENUE, AT THE MANAVISTA HOTEL,
 AG6349'2 FEET NORTH OF THE EXTENDED LINE OF THE SOUTH WALL OF THE HOTEL,
 AG6349'AT THE INNER EDGE OF THE NORTH AND SOUTH SIDE WALK.  IT IS A
 AG6349'STANDARD DISC, BENCH MARK, NOT STAMPED, SET FLUSH WITH THE
 AG6349'CONCRETE SIDEWALK.  NOTE-- THE SIDEWALK HAS CRACKED
 AG6349
 AG6349                          STATION RECOVERY (1990)
 AG6349
 AG6349'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG6349'MARK NOT FOUND.
 AG6349
 AG6349                          STATION RECOVERY (2003)
 AG6349
 AG6349'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG6349'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5072 ***********************************************************************
 AG5072  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5072  DESIGNATION -  872 6247 TIDAL 3 1960
 AG5072  PID         -  AG5072
 AG5072  STATE/COUNTY-  FL/MANATEE
 AG5072  COUNTRY     -  US
 AG5072  USGS QUAD   -  BRADENTON (2018)
 AG5072
 AG5072                         *CURRENT SURVEY CONTROL
 AG5072  ______________________________________________________________________
 AG5072* NAD 83(1986) POSITION- 27 29 51.     (N) 082 34 25.     (W)   SCALED
 AG5072* NAVD 88 ORTHO HEIGHT -     4.201 (meters)       13.78  (feet) ADJUSTED
 AG5072  ______________________________________________________________________
 AG5072  GEOID HEIGHT    -        -24.496 (meters)                     GEOID18
 AG5072  DYNAMIC HEIGHT  -          4.194 (meters)       13.76  (feet) COMP
 AG5072  MODELED GRAVITY -    979,141.9   (mgal)                       NAVD 88
 AG5072
 AG5072  VERT ORDER      -  FIRST     CLASS I
 AG5072
 AG5072.The horizontal coordinates were scaled from a map and have
 AG5072.an estimated accuracy of +/- 6 seconds.
 AG5072
 AG5072.The orthometric height was determined by differential leveling and
 AG5072.adjusted by the NATIONAL GEODETIC SURVEY
 AG5072.in June 1991.
 AG5072
 AG5072.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5072.GEOID18 height accuracy estimate available here.
 AG5072
 AG5072.This Tidal Bench Mark is designated as VM 10623
 AG5072.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG5072
 AG5072.Click photographs - Photos may exist for this station.
 AG5072
 AG5072.The dynamic height is computed by dividing the NAVD 88
 AG5072.geopotential number by the normal gravity value computed on the
 AG5072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5072.degrees latitude (g = 980.6199 gals.).
 AG5072
 AG5072.The modeled gravity was interpolated from observed gravity values.
 AG5072
 AG5072;                    North         East    Units  Estimated Accuracy
 AG5072;SPC FL W     -   350,660.      143,320.      MT  (+/- 180 meters Scaled)
 AG5072
 AG5072_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL445425(NAD 83)
 AG5072
 AG5072                          SUPERSEDED SURVEY CONTROL
 AG5072
 AG5072.No superseded survey control is available for this station.
 AG5072
 AG5072_MARKER: DJ = TIDAL STATION DISK
 AG5072_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG5072_STAMPING: TIDAL 3 RESET 1960
 AG5072_MARK LOGO: CGS
 AG5072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5072
 AG5072  HISTORY     - Date     Condition        Report By
 AG5072  HISTORY     - 1960     MONUMENTED       CGS
 AG5072  HISTORY     - 1966     GOOD             CGS
 AG5072  HISTORY     - 1983     GOOD             FLDNR
 AG5072  HISTORY     - 1990     GOOD             USPSQD
 AG5072  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG5072
 AG5072                          STATION DESCRIPTION
 AG5072
 AG5072'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG5072'AT BRADENTON.
 AG5072'AT BRADENTON, NEAR THE INTERSECTION OF THIRD AVENUE W. AND
 AG5072'12TH ST W, 20.5 FEET NORTH OF THE CENTER LINE OF THIRD AVENUE W.,
 AG5072'49.0 FEET WEST OF THE CENTER LINE OF 12TH STREET W., 9.6 FEET
 AG5072'SOUTHWEST OF THE SOUTHEAST CORNER OF THE CABANA RESTAURANT, ABOUT
 AG5072'0.5 FOOT ABOVE THE LEVEL OF THIRD AVENUE W. AND SET IN THE TOP
 AG5072'OF THE NORTH CONCRETE CURB OF THIRD AVENUE W.  TIDAL STA 3-32
 AG5072
 AG5072                          STATION RECOVERY (1983)
 AG5072
 AG5072'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG5072'RECOVERED IN GOOD CONDITION.
 AG5072
 AG5072                          STATION RECOVERY (1990)
 AG5072
 AG5072'RECOVERY NOTE BY US POWER SQUADRON 1990 (RAT)
 AG5072'RECOVERED IN GOOD CONDITION.
 AG5072
 AG5072                          STATION RECOVERY (2003)
 AG5072
 AG5072'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG5072'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6383 ***********************************************************************
 AG6383  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6383  DESIGNATION -  872 6247 TIDAL 3 1975
 AG6383  PID         -  AG6383
 AG6383  STATE/COUNTY-  FL/MANATEE
 AG6383  COUNTRY     -  US
 AG6383  USGS QUAD   -  BRADENTON (2018)
 AG6383
 AG6383                         *CURRENT SURVEY CONTROL
 AG6383  ______________________________________________________________________
 AG6383* NAD 83(1986) POSITION- 27 29 54.     (N) 082 34 19.     (W)   SCALED
 AG6383* NAVD 88 ORTHO HEIGHT -     3.030 (meters)        9.94  (feet) ADJUSTED
 AG6383  ______________________________________________________________________
 AG6383  GEOID HEIGHT    -        -24.498 (meters)                     GEOID18
 AG6383  DYNAMIC HEIGHT  -          3.025 (meters)        9.92  (feet) COMP
 AG6383  MODELED GRAVITY -    979,141.9   (mgal)                       NAVD 88
 AG6383
 AG6383  VERT ORDER      -  SECOND    CLASS I
 AG6383
 AG6383.The horizontal coordinates were scaled from a map and have
 AG6383.an estimated accuracy of +/- 6 seconds.
 AG6383
 AG6383.The orthometric height was determined by differential leveling and
 AG6383.adjusted by the NATIONAL GEODETIC SURVEY
 AG6383.in June 1991.
 AG6383
 AG6383.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6383.GEOID18 height accuracy estimate available here.
 AG6383
 AG6383.This Tidal Bench Mark is designated as VM 10621
 AG6383.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6383
 AG6383.Click photographs - Photos may exist for this station.
 AG6383
 AG6383.The dynamic height is computed by dividing the NAVD 88
 AG6383.geopotential number by the normal gravity value computed on the
 AG6383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6383.degrees latitude (g = 980.6199 gals.).
 AG6383
 AG6383.The modeled gravity was interpolated from observed gravity values.
 AG6383
 AG6383;                    North         East    Units  Estimated Accuracy
 AG6383;SPC FL W     -   350,750.      143,490.      MT  (+/- 180 meters Scaled)
 AG6383
 AG6383_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL447426(NAD 83)
 AG6383
 AG6383                          SUPERSEDED SURVEY CONTROL
 AG6383
 AG6383.No superseded survey control is available for this station.
 AG6383
 AG6383_MARKER: DB = BENCH MARK DISK
 AG6383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG6383_SP_SET: CONCRETE ENTRANCE
 AG6383_STAMPING: NO 3 1975
 AG6383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6383
 AG6383  HISTORY     - Date     Condition        Report By
 AG6383  HISTORY     - 1975     MONUMENTED       NGS
 AG6383  HISTORY     - 1976     GOOD             NGS
 AG6383  HISTORY     - 1983     GOOD             FLDNR
 AG6383  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG6383
 AG6383                          STATION DESCRIPTION
 AG6383
 AG6383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6383'IN BRADENTON.
 AG6383'MARK IS IN BRADENTON AT THE MAIN ENTRANCE TO BISHOP PLANETARIUM AND
 AG6383'SOUTH FLORIDA MUSEUM ON 10TH STREET WEST.  MARK IS SET FLUSH IN
 AG6383'CONCRETE ENTRANCE TO MUSEUM.  MARK IS 66 FEET EAST OF CENTERLINE OF
 AG6383'10TH STREET WEST, 21 FEET WEST OF NORTH MOST DOOR AND 11 FEET NORTH OF
 AG6383'CENTER OF SIDEWALK LEADING TO MAIN ENTRANCE.
 AG6383
 AG6383                          STATION RECOVERY (1983)
 AG6383
 AG6383'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG6383'RECOVERED IN GOOD CONDITION.  STAMPING NO 3 1975.
 AG6383
 AG6383                          STATION RECOVERY (2003)
 AG6383
 AG6383'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG6383'MARK WAS COVERED BY NEW PAVING STONES AT ENTRANCE OF SOUTH FLORIDA
 AG6383'MUSEUM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7662 ***********************************************************************
 AG7662  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7662  DESIGNATION -  872 6249 A TIDAL
 AG7662  PID         -  AG7662
 AG7662  STATE/COUNTY-  FL/MANATEE
 AG7662  COUNTRY     -  US
 AG7662  USGS QUAD   -  ANNA MARIA (2018)
 AG7662
 AG7662                         *CURRENT SURVEY CONTROL
 AG7662  ______________________________________________________________________
 AG7662* NAD 83(1986) POSITION- 27 30 17.     (N) 082 38 49.     (W)   SCALED
 AG7662* NAVD 88 ORTHO HEIGHT -     1.280 (meters)        4.20  (feet) ADJUSTED
 AG7662  ______________________________________________________________________
 AG7662  GEOID HEIGHT    -        -24.423 (meters)                     GEOID18
 AG7662  DYNAMIC HEIGHT  -          1.278 (meters)        4.19  (feet) COMP
 AG7662  MODELED GRAVITY -    979,143.1   (mgal)                       NAVD 88
 AG7662
 AG7662  VERT ORDER      -  SECOND    CLASS I
 AG7662
 AG7662.The horizontal coordinates were scaled from a map and have
 AG7662.an estimated accuracy of +/- 6 seconds.
 AG7662
 AG7662.The orthometric height was determined by differential leveling and
 AG7662.adjusted by the NATIONAL GEODETIC SURVEY
 AG7662.in June 1991.
 AG7662
 AG7662.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7662.GEOID18 height accuracy estimate available here.
 AG7662
 AG7662.This Tidal Bench Mark is designated as VM 6167
 AG7662.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7662
 AG7662.Click photographs - Photos may exist for this station.
 AG7662
 AG7662.The dynamic height is computed by dividing the NAVD 88
 AG7662.geopotential number by the normal gravity value computed on the
 AG7662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7662.degrees latitude (g = 980.6199 gals.).
 AG7662
 AG7662.The modeled gravity was interpolated from observed gravity values.
 AG7662
 AG7662;                    North         East    Units  Estimated Accuracy
 AG7662;SPC FL W     -   351,490.      136,080.      MT  (+/- 180 meters Scaled)
 AG7662
 AG7662_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL373434(NAD 83)
 AG7662
 AG7662                          SUPERSEDED SURVEY CONTROL
 AG7662
 AG7662.No superseded survey control is available for this station.
 AG7662
 AG7662_MARKER: DJ = TIDAL STATION DISK
 AG7662_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7662_STAMPING: 6249 A 1977
 AG7662_MARK LOGO: NOS
 AG7662_PROJECTION: FLUSH
 AG7662_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7662_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7662_ROD/PIPE-DEPTH: 12.2 meters
 AG7662
 AG7662  HISTORY     - Date     Condition        Report By
 AG7662  HISTORY     - 1977     MONUMENTED       NOS
 AG7662  HISTORY     - 1983     GOOD             FLDNR
 AG7662  HISTORY     - 20081125 MARK NOT FOUND   FL-081
 AG7662  HISTORY     - 20170320 MARK NOT FOUND   NGS
 AG7662
 AG7662                          STATION DESCRIPTION
 AG7662
 AG7662'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7662'5.5 MI WEST FROM BRADENTON.
 AG7662'BEGIN AT THE BRADENTON POST OFFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7662'64 TO THE INTERSECTION OF 75TH STREET, GO 0.7 MILE NORTH ON 75TH
 AG7662'STREET TO THE INTERSECTION OF 9TH AVENUE, GO 0.65 MILE WEST ON 9TH
 AG7662'AVENUE TO A DIRT PRIVATE DRIVE TO HOUSE 8603 (FIRST DRIVE EAST OF 87TH
 AG7662'ST./CT. NW), GO 0.15 MILE SOUTH ON THE DRIVE TO THE RESIDENCE OF
 AG7662'ALBERT ARNOLD AND THE MARK LOCATION.  THE MARK IS ON THE SOUTH SIDE OF
 AG7662'THE PROPERTY, 22.6 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A CEMENT
 AG7662'BLOCK BAR-B-QUE GRILL, 3 FEET EAST-NORTHEAST OF A 12-INCH DIAMETER OAK
 AG7662'TREE, AND 2.3 FEET NORTHWEST OF AN 8-INCH DIAMETER OAK TREE.
 AG7662
 AG7662                          STATION RECOVERY (2008)
 AG7662
 AG7662'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (CH)
 AG7662'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG7662
 AG7662                          STATION RECOVERY (2017)
 AG7662
 AG7662'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (JFC)
 AG7662'MARK NOT FOUND,LANDMARKS NOT FOUND
 AG7662'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7661 ***********************************************************************
 AG7661  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7661  DESIGNATION -  872 6249 B TIDAL
 AG7661  PID         -  AG7661
 AG7661  STATE/COUNTY-  FL/MANATEE
 AG7661  COUNTRY     -  US
 AG7661  USGS QUAD   -  ANNA MARIA (2018)
 AG7661
 AG7661                         *CURRENT SURVEY CONTROL
 AG7661  ______________________________________________________________________
 AG7661* NAD 83(1986) POSITION- 27 30 17.     (N) 082 38 49.     (W)   SCALED
 AG7661* NAVD 88 ORTHO HEIGHT -     1.836 (meters)        6.02  (feet) ADJUSTED
 AG7661  ______________________________________________________________________
 AG7661  GEOID HEIGHT    -        -24.423 (meters)                     GEOID18
 AG7661  DYNAMIC HEIGHT  -          1.833 (meters)        6.01  (feet) COMP
 AG7661  MODELED GRAVITY -    979,143.1   (mgal)                       NAVD 88
 AG7661
 AG7661  VERT ORDER      -  SECOND    CLASS I
 AG7661
 AG7661.The horizontal coordinates were scaled from a map and have
 AG7661.an estimated accuracy of +/- 6 seconds.
 AG7661
 AG7661.The orthometric height was determined by differential leveling and
 AG7661.adjusted by the NATIONAL GEODETIC SURVEY
 AG7661.in June 1991.
 AG7661
 AG7661.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7661.GEOID18 height accuracy estimate available here.
 AG7661
 AG7661.This Tidal Bench Mark is designated as VM 6168
 AG7661.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7661
 AG7661.Click photographs - Photos may exist for this station.
 AG7661
 AG7661.The dynamic height is computed by dividing the NAVD 88
 AG7661.geopotential number by the normal gravity value computed on the
 AG7661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7661.degrees latitude (g = 980.6199 gals.).
 AG7661
 AG7661.The modeled gravity was interpolated from observed gravity values.
 AG7661
 AG7661;                    North         East    Units  Estimated Accuracy
 AG7661;SPC FL W     -   351,490.      136,080.      MT  (+/- 180 meters Scaled)
 AG7661
 AG7661_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL373434(NAD 83)
 AG7661
 AG7661                          SUPERSEDED SURVEY CONTROL
 AG7661
 AG7661.No superseded survey control is available for this station.
 AG7661
 AG7661_MARKER: DJ = TIDAL STATION DISK
 AG7661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7661_STAMPING: 6249 B 1977
 AG7661_MARK LOGO: NOS
 AG7661_PROJECTION: FLUSH
 AG7661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7661+STABILITY: SURFACE MOTION
 AG7661
 AG7661  HISTORY     - Date     Condition        Report By
 AG7661  HISTORY     - 1977     MONUMENTED       NOS
 AG7661  HISTORY     - 1983     GOOD             FLDNR
 AG7661  HISTORY     - 20081125 MARK NOT FOUND   FL-081
 AG7661  HISTORY     - 20170320 MARK NOT FOUND   NGS
 AG7661
 AG7661                          STATION DESCRIPTION
 AG7661
 AG7661'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7661'5.5 MI WEST FROM BRADENTON.
 AG7661'BEGIN AT THE BRADENTON POST OFFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7661'64 TO THE INTERSECTION OF 75TH STREET, GO 0.7 MILE NORTH ON 75TH
 AG7661'STREET TO THE INTERSECTION OF 9TH AVENUE, GO 0.65 MILE WEST ON 9TH
 AG7661'AVENUE TO A DIRT PRIVATE DRIVE TO HOUSE 8603 (FIRST DRIVE EAST OF 87TH
 AG7661'ST./CT. NW), GO 0.15 MILE SOUTH ON THE DRIVE TO THE RESIDENCE OF
 AG7661'ALBERT ARNOLD AND THE MARK LOCATION.  THE MARK IS SOUTHEAST OF THE
 AG7661'HOUSE, 1.9 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A FLOWER
 AG7661'HOTHOUSE, 34.5 FEET SOUTHEAST OF A 12-INCH DIAMETER MAGNOLIA TREE, AND
 AG7661'25 FEET SOUTH OF A LARGE CEDAR TREE.
 AG7661
 AG7661                          STATION RECOVERY (2008)
 AG7661
 AG7661'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (CH)
 AG7661'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG7661
 AG7661                          STATION RECOVERY (2017)
 AG7661
 AG7661'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (JFC)
 AG7661'MARK NOT FOUND,LANDMARKS NOT FOUND
 AG7661'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7660 ***********************************************************************
 AG7660  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7660  DESIGNATION -  872 6249 C TIDAL
 AG7660  PID         -  AG7660
 AG7660  STATE/COUNTY-  FL/MANATEE
 AG7660  COUNTRY     -  US
 AG7660  USGS QUAD   -  ANNA MARIA (2018)
 AG7660
 AG7660                         *CURRENT SURVEY CONTROL
 AG7660  ______________________________________________________________________
 AG7660* NAD 83(1986) POSITION- 27 30 17.     (N) 082 38 48.     (W)   SCALED
 AG7660* NAVD 88 ORTHO HEIGHT -     2.733 (meters)        8.97  (feet) ADJUSTED
 AG7660  ______________________________________________________________________
 AG7660  GEOID HEIGHT    -        -24.424 (meters)                     GEOID18
 AG7660  DYNAMIC HEIGHT  -          2.728 (meters)        8.95  (feet) COMP
 AG7660  MODELED GRAVITY -    979,143.1   (mgal)                       NAVD 88
 AG7660
 AG7660  VERT ORDER      -  SECOND    CLASS I
 AG7660
 AG7660.The horizontal coordinates were scaled from a map and have
 AG7660.an estimated accuracy of +/- 6 seconds.
 AG7660
 AG7660.The orthometric height was determined by differential leveling and
 AG7660.adjusted by the NATIONAL GEODETIC SURVEY
 AG7660.in June 1991.
 AG7660
 AG7660.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7660.GEOID18 height accuracy estimate available here.
 AG7660
 AG7660.This Tidal Bench Mark is designated as VM 6169
 AG7660.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7660
 AG7660.Click photographs - Photos may exist for this station.
 AG7660
 AG7660.The dynamic height is computed by dividing the NAVD 88
 AG7660.geopotential number by the normal gravity value computed on the
 AG7660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7660.degrees latitude (g = 980.6199 gals.).
 AG7660
 AG7660.The modeled gravity was interpolated from observed gravity values.
 AG7660
 AG7660;                    North         East    Units  Estimated Accuracy
 AG7660;SPC FL W     -   351,490.      136,110.      MT  (+/- 180 meters Scaled)
 AG7660
 AG7660_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL373434(NAD 83)
 AG7660
 AG7660                          SUPERSEDED SURVEY CONTROL
 AG7660
 AG7660.No superseded survey control is available for this station.
 AG7660
 AG7660_MARKER: DJ = TIDAL STATION DISK
 AG7660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7660_STAMPING: 6249 C 1977
 AG7660_MARK LOGO: NOS
 AG7660_PROJECTION: FLUSH
 AG7660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7660+STABILITY: SURFACE MOTION
 AG7660
 AG7660  HISTORY     - Date     Condition        Report By
 AG7660  HISTORY     - 1977     MONUMENTED       NOS
 AG7660  HISTORY     - 1983     GOOD             FLDNR
 AG7660  HISTORY     - 20081125 MARK NOT FOUND   FL-081
 AG7660  HISTORY     - 20140506 MARK NOT FOUND   FLDEP
 AG7660  HISTORY     - 20170320 MARK NOT FOUND   NGS
 AG7660
 AG7660                          STATION DESCRIPTION
 AG7660
 AG7660'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7660'5.5 MI WEST FROM BRADENTON.
 AG7660'BEGIN AT THE BRADENTON POST OFFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7660'64 TO THE INTERSECTION OF 75TH STREET, GO 0.7 MILE NORTH ON 75TH
 AG7660'STREET TO THE INTERSECTION OF 9TH AVENUE, GO 0.65 MILE WEST ON 9TH
 AG7660'AVENUE TO A DIRT PRIVATE DRIVE TO HOUSE 8603 (FIRST DRIVE EAST OF 87TH
 AG7660'ST./CT. NW), GO 0.15 MILE SOUTH ON THE DRIVE TO THE RESIDENCE OF
 AG7660'ALBERT ARNOLD AND THE MARK LOCATION.  THE MARK BEARS 1.2 FEET NORTH OF
 AG7660'AN OLD WATER WELL, 2.2 FEET WEST OF A 12-INCH DIAMETER PALM TREE, AND
 AG7660'36.5 FEET SOUTHEAST OF A 5-TRUNKED CEDAR TREE.
 AG7660
 AG7660                          STATION RECOVERY (2008)
 AG7660
 AG7660'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (CH)
 AG7660'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG7660
 AG7660                          STATION RECOVERY (2014)
 AG7660
 AG7660'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (MAH)
 AG7660'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
 AG7660
 AG7660                          STATION RECOVERY (2017)
 AG7660
 AG7660'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (JFC)
 AG7660'MARK NOT FOUND,LANDMARKS NOT FOUND
 AG7660'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7659 ***********************************************************************
 AG7659  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7659  DESIGNATION -  872 6249 E TIDAL
 AG7659  PID         -  AG7659
 AG7659  STATE/COUNTY-  FL/MANATEE
 AG7659  COUNTRY     -  US
 AG7659  USGS QUAD   -  ANNA MARIA (2018)
 AG7659
 AG7659                         *CURRENT SURVEY CONTROL
 AG7659  ______________________________________________________________________
 AG7659* NAD 83(1986) POSITION- 27 30 17.     (N) 082 38 49.     (W)   SCALED
 AG7659* NAVD 88 ORTHO HEIGHT -     2.713 (meters)        8.90  (feet) ADJUSTED
 AG7659  ______________________________________________________________________
 AG7659  GEOID HEIGHT    -        -24.423 (meters)                     GEOID18
 AG7659  DYNAMIC HEIGHT  -          2.708 (meters)        8.88  (feet) COMP
 AG7659  MODELED GRAVITY -    979,143.1   (mgal)                       NAVD 88
 AG7659
 AG7659  VERT ORDER      -  SECOND    CLASS I
 AG7659
 AG7659.The horizontal coordinates were scaled from a map and have
 AG7659.an estimated accuracy of +/- 6 seconds.
 AG7659
 AG7659.The orthometric height was determined by differential leveling and
 AG7659.adjusted by the NATIONAL GEODETIC SURVEY
 AG7659.in June 1991.
 AG7659
 AG7659.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7659.GEOID18 height accuracy estimate available here.
 AG7659
 AG7659.This Tidal Bench Mark is designated as VM 6170
 AG7659.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7659
 AG7659.Click photographs - Photos may exist for this station.
 AG7659
 AG7659.The dynamic height is computed by dividing the NAVD 88
 AG7659.geopotential number by the normal gravity value computed on the
 AG7659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7659.degrees latitude (g = 980.6199 gals.).
 AG7659
 AG7659.The modeled gravity was interpolated from observed gravity values.
 AG7659
 AG7659;                    North         East    Units  Estimated Accuracy
 AG7659;SPC FL W     -   351,490.      136,080.      MT  (+/- 180 meters Scaled)
 AG7659
 AG7659_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL373434(NAD 83)
 AG7659
 AG7659                          SUPERSEDED SURVEY CONTROL
 AG7659
 AG7659.No superseded survey control is available for this station.
 AG7659
 AG7659_MARKER: DJ = TIDAL STATION DISK
 AG7659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7659_STAMPING: 6249 E 1977
 AG7659_MARK LOGO: NOS
 AG7659_PROJECTION: FLUSH
 AG7659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7659+STABILITY: SURFACE MOTION
 AG7659
 AG7659  HISTORY     - Date     Condition        Report By
 AG7659  HISTORY     - 1977     MONUMENTED       NOS
 AG7659  HISTORY     - 1983     GOOD             FLDNR
 AG7659  HISTORY     - 20081125 MARK NOT FOUND   FL-081
 AG7659  HISTORY     - 20170320 MARK NOT FOUND   NGS
 AG7659
 AG7659                          STATION DESCRIPTION
 AG7659
 AG7659'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7659'5.5 MI WEST FROM BRADENTON.
 AG7659'BEGIN AT THE BRADENTON POST OFFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7659'64 TO THE INTERSECTION OF 75TH STREET, GO 0.7 MILE NORTH ON 75TH
 AG7659'STREET TO THE INTERSECTION OF 9TH AVENUE, GO 0.65 MILE WEST ON 9TH
 AG7659'AVENUE TO A DIRT PRIVATE DRIVE TO HOUSE 8603 (FIRST DRIVE EAST OF 87TH
 AG7659'ST./CT. NW), GO 0.15 MILE SOUTH ON THE DRIVE TO THE RESIDENCE OF
 AG7659'ALBERT ARNOLD AND THE MARK LOCATION.  THE MARK BEARS 3.6 FEET
 AG7659'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 14.4 FEET SOUTHWEST OF
 AG7659'THE SOUTHWEST CORNER OF THE GARAGE, 17.0 FEET NORTH OF THE CENTERLINE
 AG7659'OF THE DRIVE, AND 11.0 FEET EAST OF THE MAIN ENTRANCE TO THE HOUSE.
 AG7659
 AG7659                          STATION RECOVERY (2008)
 AG7659
 AG7659'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (CH)
 AG7659'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG7659
 AG7659                          STATION RECOVERY (2017)
 AG7659
 AG7659'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (JFC)
 AG7659'MARK NOT FOUND,LANDMARKS NOT FOUND
 AG7659'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7658 ***********************************************************************
 AG7658  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7658  DESIGNATION -  872 6249 F TIDAL
 AG7658  PID         -  AG7658
 AG7658  STATE/COUNTY-  FL/MANATEE
 AG7658  COUNTRY     -  US
 AG7658  USGS QUAD   -  ANNA MARIA (2018)
 AG7658
 AG7658                         *CURRENT SURVEY CONTROL
 AG7658  ______________________________________________________________________
 AG7658* NAD 83(1986) POSITION- 27 30 17.     (N) 082 38 49.     (W)   SCALED
 AG7658* NAVD 88 ORTHO HEIGHT -     2.917 (meters)        9.57  (feet) ADJUSTED
 AG7658  ______________________________________________________________________
 AG7658  GEOID HEIGHT    -        -24.423 (meters)                     GEOID18
 AG7658  DYNAMIC HEIGHT  -          2.912 (meters)        9.55  (feet) COMP
 AG7658  MODELED GRAVITY -    979,143.1   (mgal)                       NAVD 88
 AG7658
 AG7658  VERT ORDER      -  SECOND    CLASS I
 AG7658
 AG7658.The horizontal coordinates were scaled from a map and have
 AG7658.an estimated accuracy of +/- 6 seconds.
 AG7658
 AG7658.The orthometric height was determined by differential leveling and
 AG7658.adjusted by the NATIONAL GEODETIC SURVEY
 AG7658.in June 1991.
 AG7658
 AG7658.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7658.GEOID18 height accuracy estimate available here.
 AG7658
 AG7658.This Tidal Bench Mark is designated as VM 6171
 AG7658.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7658
 AG7658.Click photographs - Photos may exist for this station.
 AG7658
 AG7658.The dynamic height is computed by dividing the NAVD 88
 AG7658.geopotential number by the normal gravity value computed on the
 AG7658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7658.degrees latitude (g = 980.6199 gals.).
 AG7658
 AG7658.The modeled gravity was interpolated from observed gravity values.
 AG7658
 AG7658;                    North         East    Units  Estimated Accuracy
 AG7658;SPC FL W     -   351,490.      136,080.      MT  (+/- 180 meters Scaled)
 AG7658
 AG7658_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL373434(NAD 83)
 AG7658
 AG7658                          SUPERSEDED SURVEY CONTROL
 AG7658
 AG7658.No superseded survey control is available for this station.
 AG7658
 AG7658_MARKER: DJ = TIDAL STATION DISK
 AG7658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7658_STAMPING: 6249 F 1977
 AG7658_MARK LOGO: NOS
 AG7658_PROJECTION: RECESSED 5 CENTIMETERS
 AG7658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7658+STABILITY: SURFACE MOTION
 AG7658
 AG7658  HISTORY     - Date     Condition        Report By
 AG7658  HISTORY     - 1977     MONUMENTED       NOS
 AG7658  HISTORY     - 1983     GOOD             FLDNR
 AG7658  HISTORY     - 20081125 MARK NOT FOUND   FL-081
 AG7658  HISTORY     - 20140506 MARK NOT FOUND   FLDEP
 AG7658  HISTORY     - 20170320 MARK NOT FOUND   NGS
 AG7658
 AG7658                          STATION DESCRIPTION
 AG7658
 AG7658'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7658'5.5 MI WEST FROM BRADENTON.
 AG7658'BEGIN AT THE BRADENTON POST OFFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7658'64 TO THE INTERSECTION OF 75TH STREET, GO 0.7 MILE NORTH ON 75TH
 AG7658'STREET TO THE INTERSECTION OF 9TH AVENUE, GO 0.65 MILE WEST ON 9TH
 AG7658'AVENUE TO A DIRT PRIVATE DRIVE TO HOUSE 8603 (FIRST DRIVE EAST OF 87TH
 AG7658'ST./CT. NW), GO 0.15 MILE SOUTH ON THE DRIVE TO THE RESIDENCE OF
 AG7658'ALBERT ARNOLD AND THE MARK LOCATION.  THE MARK IS NEAR THE SOUTH END
 AG7658'OF A FENCE LINE ON THE WEST SIDE OF THE DRIVE, 12.5 FEET WEST OF THE
 AG7658'CENTERLINE OF THE DRIVE, 1.3 FEET SOUTH OF THE SOUTH FENCE POST, AND
 AG7658'81.5 FEET NORTH OF A POWER POLE.
 AG7658
 AG7658                          STATION RECOVERY (2008)
 AG7658
 AG7658'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (CH)
 AG7658'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG7658
 AG7658                          STATION RECOVERY (2014)
 AG7658
 AG7658'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (MAH)
 AG7658'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
 AG7658
 AG7658                          STATION RECOVERY (2017)
 AG7658
 AG7658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (JFC)
 AG7658'MARK NOT FOUND,LANDMARKS NOT FOUND
 AG7658'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7667 ***********************************************************************
 AG7667  DESIGNATION -  872 6273 A TIDAL
 AG7667  PID         -  AG7667
 AG7667  STATE/COUNTY-  FL/MANATEE
 AG7667  COUNTRY     -  US
 AG7667  USGS QUAD   -  ANNA MARIA (2018)
 AG7667
 AG7667                         *CURRENT SURVEY CONTROL
 AG7667  ______________________________________________________________________
 AG7667* NAD 83(1986) POSITION- 27 31 18.     (N) 082 39 01.     (W)   SCALED
 AG7667* NAVD 88 ORTHO HEIGHT -     0.855 (meters)        2.81  (feet) ADJUSTED
 AG7667  ______________________________________________________________________
 AG7667  GEOID HEIGHT    -        -24.428 (meters)                     GEOID18
 AG7667  DYNAMIC HEIGHT  -          0.854 (meters)        2.80  (feet) COMP
 AG7667  MODELED GRAVITY -    979,145.1   (mgal)                       NAVD 88
 AG7667
 AG7667  VERT ORDER      -  SECOND    CLASS I
 AG7667
 AG7667.The horizontal coordinates were scaled from a map and have
 AG7667.an estimated accuracy of +/- 6 seconds.
 AG7667
 AG7667.The orthometric height was determined by differential leveling and
 AG7667.adjusted by the NATIONAL GEODETIC SURVEY
 AG7667.in June 1991.
 AG7667
 AG7667.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7667.GEOID18 height accuracy estimate available here.
 AG7667
 AG7667.Click photographs - Photos may exist for this station.
 AG7667
 AG7667.The dynamic height is computed by dividing the NAVD 88
 AG7667.geopotential number by the normal gravity value computed on the
 AG7667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7667.degrees latitude (g = 980.6199 gals.).
 AG7667
 AG7667.The modeled gravity was interpolated from observed gravity values.
 AG7667
 AG7667;                    North         East    Units  Estimated Accuracy
 AG7667;SPC FL W     -   353,370.      135,760.      MT  (+/- 180 meters Scaled)
 AG7667
 AG7667_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL370453(NAD 83)
 AG7667
 AG7667                          SUPERSEDED SURVEY CONTROL
 AG7667
 AG7667.No superseded survey control is available for this station.
 AG7667
 AG7667_MARKER: DJ = TIDAL STATION DISK
 AG7667_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7667_SP_SET: SEAWALL
 AG7667_STAMPING: 6273 A 1977
 AG7667_MARK LOGO: NOS
 AG7667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7667+STABILITY: SURFACE MOTION
 AG7667
 AG7667  HISTORY     - Date     Condition        Report By
 AG7667  HISTORY     - 1977     MONUMENTED       NOS
 AG7667  HISTORY     - 1983     GOOD             FLDNR
 AG7667  HISTORY     - 20030304 MARK NOT FOUND   USPSQD
 AG7667  HISTORY     - 20071213 MARK NOT FOUND   FLDEP
 AG7667  HISTORY     - 20081125 MARK NOT FOUND   FL-081
 AG7667  HISTORY     - 20140506 MARK NOT FOUND   FLDEP
 AG7667
 AG7667                          STATION DESCRIPTION
 AG7667
 AG7667'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7667'6.65 MI WNW FROM BRADENTON.
 AG7667'BEGIN AT THE BRADENTON POST 0FFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7667'64 TO THE INTERSECTION OF 75TH STREET, GO 1.95 MILES NORTH AND WEST ON
 AG7667'75TH STREET TO THE JUNCTION OF 83RD STREET NW, GO 0.1 MILE SOUTH ON
 AG7667'83RD STREET TO THE JUNCTION OF 21ST AVENUE, GO 0.3 MILE WEST ON 21ST
 AG7667'AVENUE TO THE JUNCTION OF A PAVED ROAD LEADING NORTH, GO 0.3 MILE
 AG7667'NORTH ON THE PAVED ROAD TO ITS END AT THE BOCA DEL RIO MARINA AND THE
 AG7667'MARK.  THE MARK IS SET IN THE TOP OF THE WEST SEAWALL FOR A WHARF,
 AG7667'38.4 FEET WEST OF THE EAST EDGE OF THE WHARF, 75 FEET SOUTH OF A LIGHT
 AG7667'POLE, AND 228 FEET NORTH-NORTHWEST OF BENCH MARK 6273 B 1977.
 AG7667
 AG7667                          STATION RECOVERY (2003)
 AG7667
 AG7667'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7667'MARK NOT FOUND.
 AG7667
 AG7667                          STATION RECOVERY (2007)
 AG7667
 AG7667'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7667'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG7667
 AG7667                          STATION RECOVERY (2008)
 AG7667
 AG7667'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (CH)
 AG7667'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG7667
 AG7667                          STATION RECOVERY (2014)
 AG7667
 AG7667'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (MAH)
 AG7667'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7668 ***********************************************************************
 AG7668  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7668  DESIGNATION -  872 6273 B TIDAL
 AG7668  PID         -  AG7668
 AG7668  STATE/COUNTY-  FL/MANATEE
 AG7668  COUNTRY     -  US
 AG7668  USGS QUAD   -  ANNA MARIA (2018)
 AG7668
 AG7668                         *CURRENT SURVEY CONTROL
 AG7668  ______________________________________________________________________
 AG7668* NAD 83(1986) POSITION- 27 31 18.5    (N) 082 39 01.9    (W)   HD_HELD2
 AG7668* NAVD 88 ORTHO HEIGHT -     0.853 (meters)        2.80  (feet) ADJUSTED
 AG7668  ______________________________________________________________________
 AG7668  GEOID HEIGHT    -        -24.427 (meters)                     GEOID18
 AG7668  DYNAMIC HEIGHT  -          0.852 (meters)        2.80  (feet) COMP
 AG7668  MODELED GRAVITY -    979,145.1   (mgal)                       NAVD 88
 AG7668
 AG7668  VERT ORDER      -  FIRST     CLASS II
 AG7668
 AG7668.The horizontal coordinates were established by autonomous hand held GPS
 AG7668.observations and have an estimated accuracy of +/- 10 meters.
 AG7668
 AG7668.The orthometric height was determined by differential leveling and
 AG7668.adjusted by the NATIONAL GEODETIC SURVEY
 AG7668.in June 1991.
 AG7668
 AG7668.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7668.GEOID18 height accuracy estimate available here.
 AG7668
 AG7668.This Tidal Bench Mark is designated as VM 6177
 AG7668.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7668
 AG7668.Click photographs - Photos may exist for this station.
 AG7668
 AG7668.The dynamic height is computed by dividing the NAVD 88
 AG7668.geopotential number by the normal gravity value computed on the
 AG7668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7668.degrees latitude (g = 980.6199 gals.).
 AG7668
 AG7668.The modeled gravity was interpolated from observed gravity values.
 AG7668
 AG7668;                    North         East    Units  Estimated Accuracy
 AG7668;SPC FL W     -   353,389.      135,736.      MT  (+/- 10 meters HH2 GPS)
 AG7668
 AG7668_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3699245317(NAD 83)
 AG7668
 AG7668                          SUPERSEDED SURVEY CONTROL
 AG7668
 AG7668.No superseded survey control is available for this station.
 AG7668
 AG7668_MARKER: DJ = TIDAL STATION DISK
 AG7668_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7668_SP_SET: RETAINING WALL
 AG7668_STAMPING: 6273 B 1977
 AG7668_MARK LOGO: NOS
 AG7668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7668+STABILITY: SURFACE MOTION
 AG7668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7668+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2007
 AG7668
 AG7668  HISTORY     - Date     Condition        Report By
 AG7668  HISTORY     - 1977     MONUMENTED       NOS
 AG7668  HISTORY     - 1983     GOOD             FLDNR
 AG7668  HISTORY     - 19900417 GOOD             FLDNR
 AG7668  HISTORY     - 20030304 MARK NOT FOUND   USPSQD
 AG7668  HISTORY     - 20071213 GOOD             FLDEP
 AG7668  HISTORY     - 20130412 GOOD             FL-081
 AG7668  HISTORY     - 20140506 MARK NOT FOUND   FLDEP
 AG7668
 AG7668                          STATION DESCRIPTION
 AG7668
 AG7668'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7668'6.65 MI WNW FROM BRADENTON.
 AG7668'BEGIN AT THE BRADENTON POST 0FFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7668'64 TO THE INTERSECTION OF 75TH STREET, GO 1.95 MILES NORTH AND WEST ON
 AG7668'75TH STREET TO THE JUNCTION OF 83RD STREET NW, GO 0.1 MILE SOUTH ON
 AG7668'83RD STREET TO THE JUNCTION OF 21ST AVENUE, GO 0.3 MILE WEST ON 21ST
 AG7668'AVENUE TO THE JUNCTION OF A PAVED ROAD LEADING NORTH, GO 0.3 MILE
 AG7668'NORTH ON THE PAVED ROAD TO ITS END AT THE BOCA DEL RIO MARINA AND THE
 AG7668'MARK.  THE MARK BEARS 5.6 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 AG7668'MARINA BOAT BASIN, 38.2 FEET SOUTH OF A CHAIN-LINK FENCE ON A WHARF,
 AG7668'52.25 FEET NORTHEAST OF POWER POLE 5-0781-7988-0-1, 45.8 FEET
 AG7668'EAST-NORTHEAST OF BENCH MARK 6273 C 1977, AND 228 FEET SOUTH-SOUTHEAST
 AG7668'OF BENCH MARK 6273 A 1977.
 AG7668
 AG7668                          STATION RECOVERY (1990)
 AG7668
 AG7668'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7668'THE MARK IS LOCATED ABOUT 5.0 MI (8.05 KM) WEST OF BRADENTON AT THE
 AG7668'BOCA DEL RIO MARINA.  TO REACH THE BENCH MARK FROM THE POST OFFICE IN
 AG7668'BRADENTON (DOWNTOWN AT THE INTERSECTION OF STATE ROAD 64 AND 9TH
 AG7668'STREET), GO WEST ON STATE ROAD 64 FOR 3.8 MI (6.12 KM) TO 75TH STREET
 AG7668'WEST, TURN RIGHT GO NORTH ON 75TH STREET WEST FOR 1.5 MI (2.41 KM) TO
 AG7668'17TH AVENUE NW, TURN LEFT GO WEST ON 17TH STREET NW FOR 0.5 MI (0.80
 AG7668'KM) TO 83RD STREET NW, TURN RIGHT GO NORTH ON 83RD STREET NW FOR 0.2
 AG7668'MI (0.32 KM) TO 21ST AVENUE NW, TURN LEFT GO WEST FOR 0.3 MI (0.48
 AG7668'KM) ON 21ST AVENUE NW TO 88TH COURT STREET, TURN RIGHT GO NORTH ON
 AG7668'88TH COURT STREET FOR 0.2 MI (0.32 KM) TO THE BOCA DEL RIO MARINA,
 AG7668'THE BENCH MARK IS LOCATED 246.0 FT (74.98 M) NORTH OF BENCH MARK 872
 AG7668'6273 E, 5.6 FT (1.71 M) SOUTH OF THE SOUTH EDGE OF AN EAST-WEST
 AG7668'SEAWALL, 41.0 FT (12.50 M) EAST OF THE EAST EDGE OF THE WESTERNMOST
 AG7668'NORTH-SOUTH SEAWALL, 5.0 FT (1.52 M) NORTH OF THE NORTHWEST CORNER OF
 AG7668'A 15 FT (4.57 M) BY 20 FT (6.10 M) CONCRETE PLATFORM.
 AG7668
 AG7668                          STATION RECOVERY (2003)
 AG7668
 AG7668'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7668'MARK NOT FOUND.
 AG7668
 AG7668                          STATION RECOVERY (2007)
 AG7668
 AG7668'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7668'RECOVERED IN GOOD CONDITION WITH THE FOLLOWING ADDITIONS.
 AG7668'
 AG7668'A NEW SEAWALL HAS BEEN CONSTRUCTED AND FILL DIRT IS NOW COVERING THE
 AG7668'OLD SEAWALL THE MARK IS NOW RECESSED 1.3 FT (0.4 M) BELOW THE LEVEL OF
 AG7668'THE GROUND.
 AG7668'
 AG7668'LOCATED 45.3 FT (13.8 M) WEST OF THE POINT OF THE NEW SEAWALL AT THE
 AG7668'SOUTHEAST CORNER OF THE BOAT BASIN, 20.3 FT (6.2 M) EAST OF THE
 AG7668'APPROXIMATE CENTERLINE OF THE DIRT DRIVE LEADING OUT TO THE BAY, 6.8
 AG7668'FT (2.1 M) NORTHWEST OF THE PIPE LEADING UP TO A METER BOX, 5.6 FT
 AG7668'(1.7 M) SOUTH-SOUTHWEST OF THE POINT OF THE NEW SEAWALL AT THE
 AG7668'SOUTHEAST CORNER OF THE BOAT BASIN, 4.5 FT (1.4 M) NORTH-NORTHWEST OF
 AG7668'THE NORTHWEST CORNER OF A 15.0 FT (4.6 M) BY 20.0 FT (6.1 M) CONCRETE
 AG7668'SLAB WITH A CINDER BLOCK BORDER AND 4.4 FT (1.3 M) NORTH-NORTHWEST OF
 AG7668'A CARSONITE WITNESS POST.
 AG7668
 AG7668                          STATION RECOVERY (2013)
 AG7668
 AG7668'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 AG7668'RECOVERED IN GOOD CONDITION.  IT IS 18 INCHES (46 CM) BELOW THE
 AG7668'GROUND.
 AG7668
 AG7668                          STATION RECOVERY (2014)
 AG7668
 AG7668'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (MAH)
 AG7668'NOT RECOVERED.  THE MARK APPEARS TO BE COVERED UP BY NEW CONCRETE
 AG7668'SLAB.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7666 ***********************************************************************
 AG7666  DESIGNATION -  872 6273 C TIDAL
 AG7666  PID         -  AG7666
 AG7666  STATE/COUNTY-  FL/MANATEE
 AG7666  COUNTRY     -  US
 AG7666  USGS QUAD   -  ANNA MARIA (2018)
 AG7666
 AG7666                         *CURRENT SURVEY CONTROL
 AG7666  ______________________________________________________________________
 AG7666* NAD 83(1986) POSITION- 27 31 18.     (N) 082 39 01.     (W)   SCALED
 AG7666* NAVD 88 ORTHO HEIGHT -     1.005 (meters)        3.30  (feet) ADJUSTED
 AG7666  ______________________________________________________________________
 AG7666  GEOID HEIGHT    -        -24.428 (meters)                     GEOID18
 AG7666  DYNAMIC HEIGHT  -          1.004 (meters)        3.29  (feet) COMP
 AG7666  MODELED GRAVITY -    979,145.1   (mgal)                       NAVD 88
 AG7666
 AG7666  VERT ORDER      -  SECOND    CLASS I
 AG7666
 AG7666.The horizontal coordinates were scaled from a map and have
 AG7666.an estimated accuracy of +/- 6 seconds.
 AG7666
 AG7666.The orthometric height was determined by differential leveling and
 AG7666.adjusted by the NATIONAL GEODETIC SURVEY
 AG7666.in June 1991.
 AG7666
 AG7666.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7666.GEOID18 height accuracy estimate available here.
 AG7666
 AG7666.Click photographs - Photos may exist for this station.
 AG7666
 AG7666.The dynamic height is computed by dividing the NAVD 88
 AG7666.geopotential number by the normal gravity value computed on the
 AG7666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7666.degrees latitude (g = 980.6199 gals.).
 AG7666
 AG7666.The modeled gravity was interpolated from observed gravity values.
 AG7666
 AG7666;                    North         East    Units  Estimated Accuracy
 AG7666;SPC FL W     -   353,370.      135,760.      MT  (+/- 180 meters Scaled)
 AG7666
 AG7666_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL370453(NAD 83)
 AG7666
 AG7666                          SUPERSEDED SURVEY CONTROL
 AG7666
 AG7666.No superseded survey control is available for this station.
 AG7666
 AG7666_MARKER: DJ = TIDAL STATION DISK
 AG7666_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7666_SP_SET: SEAWALL
 AG7666_STAMPING: 6273 C 1977
 AG7666_MARK LOGO: NOS
 AG7666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7666+STABILITY: SURFACE MOTION
 AG7666
 AG7666  HISTORY     - Date     Condition        Report By
 AG7666  HISTORY     - 1977     MONUMENTED       NOS
 AG7666  HISTORY     - 1983     GOOD             FLDNR
 AG7666  HISTORY     - 20030304 MARK NOT FOUND   USPSQD
 AG7666  HISTORY     - 20071213 MARK NOT FOUND   FLDEP
 AG7666  HISTORY     - 20081125 MARK NOT FOUND   FL-081
 AG7666
 AG7666                          STATION DESCRIPTION
 AG7666
 AG7666'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7666'6.65 MI WNW FROM BRADENTON.
 AG7666'BEGIN AT THE BRADENTON POST 0FFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7666'64 TO THE INTERSECTION OF 75TH STREET, GO 1.95 MILES NORTH AND WEST ON
 AG7666'75TH STREET TO THE JUNCTION OF 83RD STREET NW, GO 0.1 MILE SOUTH ON
 AG7666'83RD STREET TO THE JUNCTION OF 21ST AVENUE, GO 0.3 MILE WEST ON 21ST
 AG7666'AVENUE TO THE JUNCTION OF A PAVED ROAD LEADING NORTH, GO 0.3 MILE
 AG7666'NORTH ON THE PAVED ROAD TO ITS END AT THE BOCA DEL RIO MARINA AND THE
 AG7666'MARK.  THE MARK BEARS 12 FEET NORTH OF POWER POLE 5-0781-7988-0-1,
 AG7666'62.1 FEET SOUTH OF A CHAIN-LINK FENCE ON THE WHARF, 1.5 FEET NORTH OF
 AG7666'THE SOUTH END OF THE WEST SEAWALL FOR THE WHARF, AND 45.8 FEET
 AG7666'WEST-SOUTHWEST OF BENCH MARK 6273 B 1977.
 AG7666
 AG7666                          STATION RECOVERY (2003)
 AG7666
 AG7666'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7666'MARK NOT FOUND.
 AG7666
 AG7666                          STATION RECOVERY (2007)
 AG7666
 AG7666'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7666'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG7666
 AG7666                          STATION RECOVERY (2008)
 AG7666
 AG7666'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (CH)
 AG7666'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7665 ***********************************************************************
 AG7665  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7665  DESIGNATION -  872 6273 E
 AG7665  PID         -  AG7665
 AG7665  STATE/COUNTY-  FL/MANATEE
 AG7665  COUNTRY     -  US
 AG7665  USGS QUAD   -  ANNA MARIA (2018)
 AG7665
 AG7665                         *CURRENT SURVEY CONTROL
 AG7665  ______________________________________________________________________
 AG7665* NAD 83(1986) POSITION- 27 31 16.2    (N) 082 39 02.0    (W)   HD_HELD2
 AG7665* NAVD 88 ORTHO HEIGHT -     1.771 (meters)        5.81  (feet) ADJUSTED
 AG7665  ______________________________________________________________________
 AG7665  GEOID HEIGHT    -        -24.427 (meters)                     GEOID18
 AG7665  DYNAMIC HEIGHT  -          1.769 (meters)        5.80  (feet) COMP
 AG7665  MODELED GRAVITY -    979,145.1   (mgal)                       NAVD 88
 AG7665
 AG7665  VERT ORDER      -  FIRST     CLASS II
 AG7665
 AG7665.The horizontal coordinates were established by autonomous hand held GPS
 AG7665.observations and have an estimated accuracy of +/- 10 meters.
 AG7665
 AG7665.The orthometric height was determined by differential leveling and
 AG7665.adjusted by the NATIONAL GEODETIC SURVEY
 AG7665.in July 2009.
 AG7665
 AG7665.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7665.GEOID18 height accuracy estimate available here.
 AG7665
 AG7665.This Tidal Bench Mark is designated as VM 6178
 AG7665.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7665
 AG7665.Click photographs - Photos may exist for this station.
 AG7665
 AG7665.The dynamic height is computed by dividing the NAVD 88
 AG7665.geopotential number by the normal gravity value computed on the
 AG7665.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7665.degrees latitude (g = 980.6199 gals.).
 AG7665
 AG7665.The modeled gravity was interpolated from observed gravity values.
 AG7665
 AG7665;                    North         East    Units  Estimated Accuracy
 AG7665;SPC FL W     -   353,318.      135,732.      MT  (+/- 10 meters HH2 GPS)
 AG7665
 AG7665_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3698845246(NAD 83)
 AG7665
 AG7665                          SUPERSEDED SURVEY CONTROL
 AG7665
 AG7665  NAVD 88 (06/15/91)    1.775  (m)            5.82   (f) SUPERSEDED  2 1
 AG7665
 AG7665.Superseded values are not recommended for survey control.
 AG7665
 AG7665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7665.See file dsdata.pdf to determine how the superseded data were derived.
 AG7665
 AG7665_MARKER: DB = BENCH MARK DISK
 AG7665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7665_STAMPING: 6273 E 1977
 AG7665_MARK LOGO: NOS
 AG7665_PROJECTION: RECESSED 5 CENTIMETERS
 AG7665_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7665+STABILITY: SURFACE MOTION
 AG7665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7665+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2014
 AG7665
 AG7665  HISTORY     - Date     Condition        Report By
 AG7665  HISTORY     - 1977     MONUMENTED       NOS
 AG7665  HISTORY     - 1983     GOOD             FLDNR
 AG7665  HISTORY     - 19900417 GOOD             FLDNR
 AG7665  HISTORY     - 20071213 GOOD             FLDEP
 AG7665  HISTORY     - 20081125 GOOD             FL-081
 AG7665  HISTORY     - 20130412 GOOD             FL-081
 AG7665  HISTORY     - 20140506 GOOD             FLDEP
 AG7665
 AG7665                          STATION DESCRIPTION
 AG7665
 AG7665'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7665'6.65 MI WNW FROM BRADENTON.
 AG7665'BEGIN AT THE BRADENTON POST 0FFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7665'64 TO THE INTERSECTION OF 75TH STREET, GO 1.95 MILES NORTH AND WEST ON
 AG7665'75TH STREET TO THE JUNCTION OF 83RD STREET NW, GO 0.1 MILE SOUTH ON
 AG7665'83RD STREET TO THE JUNCTION OF 21ST AVENUE, GO 0.3 MILE WEST ON 21ST
 AG7665'AVENUE TO THE JUNCTION OF A PAVED ROAD LEADING NORTH, GO 0.3 MILE
 AG7665'NORTH ON THE PAVED ROAD TO ITS END AT THE BOCA DEL RIO MARINA AND THE
 AG7665'MARK.  THE MARK BEARS 14 FEET WEST OF THE CENTERLINE OF THE ROAD TO
 AG7665'THE WHARF, 2.2 FEET NORTH OF A POWER POLE, 61 FEET WEST OF ANOTHER
 AG7665'POWER POLE, AND 39.8 FEET NORTH OF A CHAIN-LINK FENCE AROUND THE
 AG7665'MARINA PROPERTY.
 AG7665
 AG7665                          STATION RECOVERY (1990)
 AG7665
 AG7665'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7665'THE MARK IS LOCATED ABOUT 5.0 MI (8.05 KM) WEST OF BRADENTON AT THE
 AG7665'BOCA DEL RIO MARINA.  TO REACH THE BENCH MARKS FROM THE POST OFFICE
 AG7665'IN BRADENTON (DOWNTOWN AT THE INTERSECTION OF STATE ROAD 64 AND 9TH
 AG7665'STREET), GO WEST ON STATE ROAD 64 FOR 3.8 MI (6.12 KM) TO 75TH STREET
 AG7665'WEST, TURN RIGHT GO NORTH ON 75TH STREET WEST FOR 1.5 MI (2.41 KM) TO
 AG7665'17TH AVENUE NW, TURN LEFT GO WEST ON 17TH STREET NW FOR 0.5 MI (0.80
 AG7665'KM) TO 83RD STREET NW, TURN RIGHT GO NORTH ON 83RD STREET NW FOR 0.2
 AG7665'MI (0.32 KM) TO 21ST AVENUE NW, TURN LEFT GO WEST ON 21ST AVENUE NW
 AG7665'FOR 0.3 MI (0.48 KM) TO 88TH COURT STREET, TURN RIGHT GO NORTH FOR
 AG7665'0.2 MI (0.32 KM) ON 88TH COURT STREET TO THE BOCA DEL RIO MARINA.
 AG7665'THE BENCH MARK IS LOCATED 246.O FT SOUTH OF BENCH MARK 872 6273 B,
 AG7665'14.0 FT (4.27 M) WEST OF THE CENTERLINE OF A PAVED ROAD, 37.0 FT
 AG7665'(11.28 M) NORTH OF A POWER POLE, 1.3 FT (0.40 M) EAST OF A CARSONITE
 AG7665'WITTNES POST.
 AG7665
 AG7665                          STATION RECOVERY (2007)
 AG7665
 AG7665'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7665'RECOVERED AS DESCRIBED.
 AG7665
 AG7665                          STATION RECOVERY (2008)
 AG7665
 AG7665'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (JA)
 AG7665'RECOVERED IN GOOD CONDITION.
 AG7665
 AG7665                          STATION RECOVERY (2013)
 AG7665
 AG7665'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 AG7665'RECOVERED IN GOOD CONDITION.
 AG7665
 AG7665                          STATION RECOVERY (2014)
 AG7665
 AG7665'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (MAH)
 AG7665'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7664 ***********************************************************************
 AG7664  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7664  DESIGNATION -  872 6273 F TIDAL
 AG7664  PID         -  AG7664
 AG7664  STATE/COUNTY-  FL/MANATEE
 AG7664  COUNTRY     -  US
 AG7664  USGS QUAD   -  ANNA MARIA (2018)
 AG7664
 AG7664                         *CURRENT SURVEY CONTROL
 AG7664  ______________________________________________________________________
 AG7664* NAD 83(1986) POSITION- 27 31 18.     (N) 082 39 01.     (W)   SCALED
 AG7664* NAVD 88 ORTHO HEIGHT -     3.253 (meters)       10.67  (feet) ADJUSTED
 AG7664  ______________________________________________________________________
 AG7664  GEOID HEIGHT    -        -24.428 (meters)                     GEOID18
 AG7664  DYNAMIC HEIGHT  -          3.248 (meters)       10.66  (feet) COMP
 AG7664  MODELED GRAVITY -    979,145.1   (mgal)                       NAVD 88
 AG7664
 AG7664  VERT ORDER      -  SECOND    CLASS I
 AG7664
 AG7664.The horizontal coordinates were scaled from a map and have
 AG7664.an estimated accuracy of +/- 6 seconds.
 AG7664
 AG7664.The orthometric height was determined by differential leveling and
 AG7664.adjusted by the NATIONAL GEODETIC SURVEY
 AG7664.in June 1991.
 AG7664
 AG7664.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7664.GEOID18 height accuracy estimate available here.
 AG7664
 AG7664.This Tidal Bench Mark is designated as VM 6179
 AG7664.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7664
 AG7664.Click photographs - Photos may exist for this station.
 AG7664
 AG7664.The dynamic height is computed by dividing the NAVD 88
 AG7664.geopotential number by the normal gravity value computed on the
 AG7664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7664.degrees latitude (g = 980.6199 gals.).
 AG7664
 AG7664.The modeled gravity was interpolated from observed gravity values.
 AG7664
 AG7664;                    North         East    Units  Estimated Accuracy
 AG7664;SPC FL W     -   353,370.      135,760.      MT  (+/- 180 meters Scaled)
 AG7664
 AG7664_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL370453(NAD 83)
 AG7664
 AG7664                          SUPERSEDED SURVEY CONTROL
 AG7664
 AG7664.No superseded survey control is available for this station.
 AG7664
 AG7664_MARKER: DJ = TIDAL STATION DISK
 AG7664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7664_STAMPING: 6273 F 1982
 AG7664_MARK LOGO: NOS
 AG7664_PROJECTION: RECESSED 5 CENTIMETERS
 AG7664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7664+STABILITY: SURFACE MOTION
 AG7664
 AG7664  HISTORY     - Date     Condition        Report By
 AG7664  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7664  HISTORY     - 20030304 MARK NOT FOUND   USPSQD
 AG7664  HISTORY     - 20071213 MARK NOT FOUND   FLDEP
 AG7664
 AG7664                          STATION DESCRIPTION
 AG7664
 AG7664'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7664'6.65 MI WNW FROM BRADENTON.
 AG7664'BEGIN AT THE BRADENTON POST 0FFICE, GO 4.0 MILES WEST ON STATE HIGHWAY
 AG7664'64 TO THE INTERSECTION OF 75TH STREET, GO 1.95 MILES NORTH AND WEST ON
 AG7664'75TH STREET TO THE JUNCTION OF 83RD STREET NW, GO 0.1 MILE SOUTH ON
 AG7664'83RD STREET TO THE JUNCTION OF 21ST AVENUE, GO 0.3 MILE WEST ON 21ST
 AG7664'AVENUE TO THE JUNCTION OF A PAVED ROAD LEADING NORTH, GO 0.3 MILE
 AG7664'NORTH ON THE PAVED ROAD TO ITS END AT THE BOCA DEL RIO MARINA AND THE
 AG7664'MARK.  THE MARK BEARS 17.4 FEET EAST OF THE CENTERLINE OF THE ENTRANCE
 AG7664'ROAD, 5.8 FEET SOUTHEAST OF THE NORTHWEST CORNER OF A CHAINLINK FENCE,
 AG7664'23 FEET NORTHWEST OF A 3-TRUNKED MANGOE TREE, AND 34.6 FEET
 AG7664'EAST-NORTHEAST OF POWER POLE 2403-2.
 AG7664
 AG7664                          STATION RECOVERY (2003)
 AG7664
 AG7664'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7664'MARK NOT FOUND.
 AG7664
 AG7664                          STATION RECOVERY (2007)
 AG7664
 AG7664'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7664'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9414 ***********************************************************************
 AG9414  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9414  DESIGNATION -  872 6273 G TIDAL
 AG9414  PID         -  AG9414
 AG9414  STATE/COUNTY-  FL/MANATEE
 AG9414  COUNTRY     -  US
 AG9414  USGS QUAD   -  ANNA MARIA (2018)
 AG9414
 AG9414                         *CURRENT SURVEY CONTROL
 AG9414  ______________________________________________________________________
 AG9414* NAD 83(1986) POSITION- 27 31 22.4    (N) 082 39 02.4    (W)   HD_HELD2
 AG9414* NAVD 88 ORTHO HEIGHT -     1.337 (meters)        4.39  (feet) ADJUSTED
 AG9414  ______________________________________________________________________
 AG9414  GEOID HEIGHT    -        -24.428 (meters)                     GEOID18
 AG9414  DYNAMIC HEIGHT  -          1.335 (meters)        4.38  (feet) COMP
 AG9414  MODELED GRAVITY -    979,145.1   (mgal)                       NAVD 88
 AG9414
 AG9414  VERT ORDER      -  FIRST     CLASS II
 AG9414
 AG9414.The horizontal coordinates were established by autonomous hand held GPS
 AG9414.observations and have an estimated accuracy of +/- 10 meters.
 AG9414
 AG9414.The orthometric height was determined by differential leveling and
 AG9414.adjusted by the NATIONAL GEODETIC SURVEY
 AG9414.in July 2009.
 AG9414
 AG9414.No vertical observational check was made to the station.
 AG9414
 AG9414.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9414.GEOID18 height accuracy estimate available here.
 AG9414
 AG9414.This Tidal Bench Mark is designated as VM 6180
 AG9414.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9414
 AG9414.Click photographs - Photos may exist for this station.
 AG9414
 AG9414.The dynamic height is computed by dividing the NAVD 88
 AG9414.geopotential number by the normal gravity value computed on the
 AG9414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9414.degrees latitude (g = 980.6199 gals.).
 AG9414
 AG9414.The modeled gravity was interpolated from observed gravity values.
 AG9414
 AG9414;                    North         East    Units  Estimated Accuracy
 AG9414;SPC FL W     -   353,509.      135,723.      MT  (+/- 10 meters HH2 GPS)
 AG9414
 AG9414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3698045437(NAD 83)
 AG9414
 AG9414                          SUPERSEDED SURVEY CONTROL
 AG9414
 AG9414  NAVD 88 (03/30/95)    1.341  (m)            4.40   (f) SUPERSEDED  2 1
 AG9414
 AG9414.Superseded values are not recommended for survey control.
 AG9414
 AG9414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9414.See file dsdata.pdf to determine how the superseded data were derived.
 AG9414
 AG9414_STAMPING: 6273 G 1990
 AG9414_MARK LOGO: NGS
 AG9414_PROJECTION: FLUSH
 AG9414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9414+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2007
 AG9414
 AG9414  HISTORY     - Date     Condition        Report By
 AG9414  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9414  HISTORY     - 20071213 GOOD             FLDEP
 AG9414  HISTORY     - 20120727 POOR             FL-081
 AG9414  HISTORY     - 20140506 MARK NOT FOUND   FLDEP
 AG9414
 AG9414                          STATION DESCRIPTION
 AG9414
 AG9414'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9414'THE MARK IS LOCATED ABOUT 5.0 MI (8.05 KM) WEST OF BRADENTON AT THE
 AG9414'BOCA DEL RIO MARINA.  TO REACH THE BENCH MARK FROM THE POST OFFICE IN
 AG9414'BRADENTON (DOWNTOWN AT THE INTERSECTION OF STATE ROAD 64 AND 9TH
 AG9414'STREET), GO WEST ON STATE ROAD 64 FOR 3.8 MI (6.12 KM) TO 75TH STREET
 AG9414'WEST, TURN RIGHT GO NORTH ON 75TH STREET WEST 1.5 MI (2.41 KM) FORTO
 AG9414'17TH AVENUE NORTHWEST, TURN LEFT GO WEST FOR 0.5 MI (0.80 KM) ON 17TH
 AG9414'STREET NORTHWEST TO 83RD STREET NORTHWEST, TURN RIGHT GO NORTH ON
 AG9414'83RD STREET NORHTWEST FOR 0.2 MI (0.32 KM) TO 21ST AVENUE NORTHWEST,
 AG9414'TURN LEFT GO WEST FOR 0.3 MI (0.48 KM) ON 21ST AVE NORTHWEST TO 88TH
 AG9414'COURT STREET, TURN RIGHT GO NORTH FOR 0.2 MI (0.32 KM) ON 88TH COURT
 AG9414'STREET TO THE BOCA DEL RIO MARINA.  THE MARK IS LOCATED 301.3 FT
 AG9414'(91.84 M) NORTH OF BENCH MARK 872 6273 B, 22.3 FT (6.80 M) SOUTH OF
 AG9414'THE SOUTH EDGE OF THE NORTH SEAWALL, 1.8 FT (0.55 M) EAST OF THE EAST
 AG9414'EDGE OF THE WEST SEAWALL.
 AG9414
 AG9414                          STATION RECOVERY (2007)
 AG9414
 AG9414'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG9414'RECOVERED IN GOOD CONDITION WITH THIS CHANGE, 1.5 FT (0.5 M) EAST OF A
 AG9414'CARSONITE WITNESS POST.
 AG9414
 AG9414                          STATION RECOVERY (2012)
 AG9414
 AG9414'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KW)
 AG9414'DOES NO APPEAR TO BE FLANGE-ENCASED, SURROUNDED BY A LOT OF RUBBLE.
 AG9414
 AG9414                          STATION RECOVERY (2014)
 AG9414
 AG9414'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (MAH)
 AG9414'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE STATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9416 ***********************************************************************
 AG9416  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9416  DESIGNATION -  872 6273 H
 AG9416  PID         -  AG9416
 AG9416  STATE/COUNTY-  FL/MANATEE
 AG9416  COUNTRY     -  US
 AG9416  USGS QUAD   -  ANNA MARIA (2018)
 AG9416
 AG9416                         *CURRENT SURVEY CONTROL
 AG9416  ______________________________________________________________________
 AG9416* NAD 83(1986) POSITION- 27 31 04.8    (N) 082 38 59.4    (W)   HD_HELD2
 AG9416* NAVD 88 ORTHO HEIGHT -     4.953 (meters)       16.25  (feet) ADJUSTED
 AG9416  ______________________________________________________________________
 AG9416  GEOID HEIGHT    -        -24.426 (meters)                     GEOID18
 AG9416  DYNAMIC HEIGHT  -          4.946 (meters)       16.23  (feet) COMP
 AG9416  MODELED GRAVITY -    979,145.1   (mgal)                       NAVD 88
 AG9416
 AG9416  VERT ORDER      -  FIRST     CLASS II
 AG9416
 AG9416.The horizontal coordinates were established by autonomous hand held GPS
 AG9416.observations and have an estimated accuracy of +/- 10 meters.
 AG9416
 AG9416.The orthometric height was determined by differential leveling and
 AG9416.adjusted by the NATIONAL GEODETIC SURVEY
 AG9416.in March 1995.
 AG9416
 AG9416.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9416.GEOID18 height accuracy estimate available here.
 AG9416
 AG9416.This Tidal Bench Mark is designated as VM 6181
 AG9416.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9416
 AG9416.Click photographs - Photos may exist for this station.
 AG9416
 AG9416.The dynamic height is computed by dividing the NAVD 88
 AG9416.geopotential number by the normal gravity value computed on the
 AG9416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9416.degrees latitude (g = 980.6199 gals.).
 AG9416
 AG9416.The modeled gravity was interpolated from observed gravity values.
 AG9416
 AG9416;                    North         East    Units  Estimated Accuracy
 AG9416;SPC FL W     -   352,967.      135,802.      MT  (+/- 10 meters HH2 GPS)
 AG9416
 AG9416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3705544894(NAD 83)
 AG9416
 AG9416                          SUPERSEDED SURVEY CONTROL
 AG9416
 AG9416.No superseded survey control is available for this station.
 AG9416
 AG9416_MARKER: F = FLANGE-ENCASED ROD
 AG9416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9416_STAMPING: 6273 H 1990
 AG9416_MARK LOGO: NOS
 AG9416_PROJECTION: FLUSH
 AG9416_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9416+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2014
 AG9416
 AG9416  HISTORY     - Date     Condition        Report By
 AG9416  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9416  HISTORY     - 20060315 GOOD             USPSQD
 AG9416  HISTORY     - 20071213 GOOD             FLDEP
 AG9416  HISTORY     - 20081125 GOOD             FL-081
 AG9416  HISTORY     - 20120727 MARK NOT FOUND   FL-081
 AG9416  HISTORY     - 20140522 GOOD             FLDEP
 AG9416
 AG9416                          STATION DESCRIPTION
 AG9416
 AG9416'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9416'THE MARK IS LOCATED ABOUT 5.0 MI (8.05 KM) WEST OF BRADENTON AND IS
 AG9416'AT THE BOCA DEL RIO MARINA.  TO REACH THE BENCH MARK FROM THE POST
 AG9416'OFFICE (DOWNTOWN AT STATE ROAD 64 AND 9TH STREET) IN BRADENTON, GO
 AG9416'WEST ON STATE ROAD 64 3.8 MI (6.12 KM) TO 75TH STREET WEST, TURN
 AG9416'RIGHT GO NORTH ON 75TH STREET WEST, 1.5 MI (2.41 KM) TO 17TH AVENUE
 AG9416'NW, TURN LEFT GO WEST ON 17TH AVENUE NW 0.5 MI (0.80 KM) TO 83RD
 AG9416'STREET NW, TURN RIGHT GO NORTH ON 83RD STREET NW 0.2 MI (0.32 KM) TO
 AG9416'21ST AVENUE NW, TURN LEFT GO WEST 0.3 MI (0.48 KM) ON 21ST AVENUE NW
 AG9416'TO 88TH COURT STREET NW, TURN RIGHT GO 0.2 MI (0.32 KM) NORTH ON 88TH
 AG9416'COURT STREET TO THE BOCA DEL RIO MARINA.  THE MARK IS LOCATED 29.5 FT
 AG9416'(8.99 M) EAST OF THE PROJECTED SOUTH CENTERLINE OF 88TH COURT STREET
 AG9416'NORTHWEST 24.7 FT (7.53 M) .  SOUTH THE CENTERLINE OF 21ST AVE.
 AG9416'NORTHWEST, 20.8 FT (6.34 M) SOUTHEAST OF A POWER POLE, AND 1.2 FT
 AG9416'(0.37 M) NORTH OF A CARSONITE WITTNESS POST.
 AG9416
 AG9416                          STATION RECOVERY (2006)
 AG9416
 AG9416'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG9416'RECOVERED IN GOOD CONDITION.
 AG9416
 AG9416                          STATION RECOVERY (2007)
 AG9416
 AG9416'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG9416'RECOVERED IN GOOD CONDITION WITH THIS CHANGE, 1.0 FT (0.3 M) NORTH OF
 AG9416'A CARSONITE WITNESS POST.
 AG9416
 AG9416                          STATION RECOVERY (2008)
 AG9416
 AG9416'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (JA)
 AG9416'RECOVERED IN GOOD CONDITION.
 AG9416
 AG9416                          STATION RECOVERY (2012)
 AG9416
 AG9416'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KW)
 AG9416'AFTER A THOROUGH SEARCH WE WERE UNABLE TO LOCATE THE BENCH MARK.
 AG9416
 AG9416                          STATION RECOVERY (2014)
 AG9416
 AG9416'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (MAH)
 AG9416'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9413 ***********************************************************************
 AG9413  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9413  DESIGNATION -  872 6273 J
 AG9413  PID         -  AG9413
 AG9413  STATE/COUNTY-  FL/MANATEE
 AG9413  COUNTRY     -  US
 AG9413  USGS QUAD   -  ANNA MARIA (2018)
 AG9413
 AG9413                         *CURRENT SURVEY CONTROL
 AG9413  ______________________________________________________________________
 AG9413* NAD 83(1986) POSITION- 27 31 16.3    (N) 082 38 59.8    (W)   HD_HELD2
 AG9413* NAVD 88 ORTHO HEIGHT -     3.219 (meters)       10.56  (feet) ADJUSTED
 AG9413  ______________________________________________________________________
 AG9413  GEOID HEIGHT    -        -24.428 (meters)                     GEOID18
 AG9413  DYNAMIC HEIGHT  -          3.214 (meters)       10.54  (feet) COMP
 AG9413  MODELED GRAVITY -    979,145.1   (mgal)                       NAVD 88
 AG9413
 AG9413  VERT ORDER      -  FIRST     CLASS II
 AG9413
 AG9413.The horizontal coordinates were established by autonomous hand held GPS
 AG9413.observations and have an estimated accuracy of +/- 10 meters.
 AG9413
 AG9413.The orthometric height was determined by differential leveling and
 AG9413.adjusted by the NATIONAL GEODETIC SURVEY
 AG9413.in March 1995.
 AG9413
 AG9413.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9413.GEOID18 height accuracy estimate available here.
 AG9413
 AG9413.This Tidal Bench Mark is designated as VM 6182
 AG9413.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9413
 AG9413.Click photographs - Photos may exist for this station.
 AG9413
 AG9413.The dynamic height is computed by dividing the NAVD 88
 AG9413.geopotential number by the normal gravity value computed on the
 AG9413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9413.degrees latitude (g = 980.6199 gals.).
 AG9413
 AG9413.The modeled gravity was interpolated from observed gravity values.
 AG9413
 AG9413;                    North         East    Units  Estimated Accuracy
 AG9413;SPC FL W     -   353,321.      135,793.      MT  (+/- 10 meters HH2 GPS)
 AG9413
 AG9413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3704845248(NAD 83)
 AG9413
 AG9413                          SUPERSEDED SURVEY CONTROL
 AG9413
 AG9413.No superseded survey control is available for this station.
 AG9413
 AG9413_MARKER: F = FLANGE-ENCASED ROD
 AG9413_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9413_STAMPING: 6273 J 1990
 AG9413_MARK LOGO: NOS
 AG9413_PROJECTION: FLUSH
 AG9413_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9413+SATELLITE: SATELLITE OBSERVATIONS - May 06, 2014
 AG9413
 AG9413  HISTORY     - Date     Condition        Report By
 AG9413  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9413  HISTORY     - 20030304 GOOD             USPSQD
 AG9413  HISTORY     - 20060315 GOOD             USPSQD
 AG9413  HISTORY     - 20071213 GOOD             FLDEP
 AG9413  HISTORY     - 20081125 GOOD             FL-081
 AG9413  HISTORY     - 20120727 GOOD             FL-081
 AG9413  HISTORY     - 20140506 GOOD             FLDEP
 AG9413
 AG9413                          STATION DESCRIPTION
 AG9413
 AG9413'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9413'THE MARK IS LOCATED ABOUT 5.0 MI (8.05 KM) WEST OF BRADENTON AT THE
 AG9413'BOCA DEL RIO MARINA.  TO REACH THE BENCH MARK FROM THE POST OFFICE IN
 AG9413'BRADENTON (DOWNTOWN AT THE INTERSECTION STATE ROAD 64 AND 9TH STREET)
 AG9413', GO WEST ON STATE ROAD 64 FOR 3.8 MI (6.12 KM) TO 75TH STREET WEST,
 AG9413'TURN RIGHT GO NORTH ON 75TH STREET WEST FOR 1.5 MI (2.41 KM) TO 17TH
 AG9413'AVENUE NW, TURN LEFT GO WEST ON 17TH AVENUE NW FOR 0.5 MI (0.80 KM)
 AG9413'TO 83RD STREET NW, TURN RIGHT GO NORTH ON 83RD STREET NW FOR 0.2 MI
 AG9413'(0.32 KM) TO 21ST AVENUE NW, TURN LEFT GO WEST ON 21ST AVENUE NW FOR
 AG9413'0.2 MI (0.32 KM) TO 88TH COURT STREET NW, TURN RIGHT GO NORTH ON 88TH
 AG9413'COURT STREET FOR 0.2 MI (0.32 KM) TO THE BOCA DEL RIO MARINA.  THE
 AG9413'MARK IS LOCATED 214.0 FT (65.23 M) EAST OF BENCH MARK 872 6273 E,
 AG9413'14.4 FT (4.39 M) SOUTHEAST OF A 28-INCH DIAMETER 3 TRUNK MANGO TREE,
 AG9413'11.0 FT (3.35 M) NORTH OF THE BOCA DEL RIO MARINA ENTRANCE, 2.9 FT
 AG9413'(0.88 M) WEST OF THE CHAIN LINK FENCE AND A CARSONITE WITTNESS POST.
 AG9413
 AG9413                          STATION RECOVERY (2003)
 AG9413
 AG9413'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG9413'RECOVERED IN GOOD CONDITION.
 AG9413
 AG9413                          STATION RECOVERY (2006)
 AG9413
 AG9413'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG9413'RECOVERED IN GOOD CONDITION.
 AG9413
 AG9413                          STATION RECOVERY (2007)
 AG9413
 AG9413'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG9413'RECOVERED AS DESCRIBED.
 AG9413
 AG9413                          STATION RECOVERY (2008)
 AG9413
 AG9413'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (JA)
 AG9413'RECOVERED IN GOOD CONDITION.
 AG9413
 AG9413                          STATION RECOVERY (2012)
 AG9413
 AG9413'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KW)
 AG9413'RECOVERED IN GOOD CONDITION.
 AG9413
 AG9413                          STATION RECOVERY (2014)
 AG9413
 AG9413'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (MAH)
 AG9413'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7686 ***********************************************************************
 AG7686  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7686  DESIGNATION -  872 6277 A TIDAL
 AG7686  PID         -  AG7686
 AG7686  STATE/COUNTY-  FL/MANATEE
 AG7686  COUNTRY     -  US
 AG7686  USGS QUAD   -  PARRISH (2018)
 AG7686
 AG7686                         *CURRENT SURVEY CONTROL
 AG7686  ______________________________________________________________________
 AG7686* NAD 83(1986) POSITION- 27 31 28.8    (N) 082 25 47.7    (W)   HD_HELD2
 AG7686* NAVD 88 ORTHO HEIGHT -     1.358 (meters)        4.46  (feet) ADJUSTED
 AG7686  ______________________________________________________________________
 AG7686  GEOID HEIGHT    -        -24.676 (meters)                     GEOID18
 AG7686  DYNAMIC HEIGHT  -          1.356 (meters)        4.45  (feet) COMP
 AG7686  MODELED GRAVITY -    979,137.7   (mgal)                       NAVD 88
 AG7686
 AG7686  VERT ORDER      -  FIRST     CLASS II
 AG7686
 AG7686.The horizontal coordinates were established by autonomous hand held GPS
 AG7686.observations and have an estimated accuracy of +/- 10 meters.
 AG7686
 AG7686.The orthometric height was determined by differential leveling and
 AG7686.adjusted by the NATIONAL GEODETIC SURVEY
 AG7686.in June 1991.
 AG7686
 AG7686.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7686.GEOID18 height accuracy estimate available here.
 AG7686
 AG7686.This Tidal Bench Mark is designated as VM 6183
 AG7686.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7686
 AG7686.Click photographs - Photos may exist for this station.
 AG7686
 AG7686.The dynamic height is computed by dividing the NAVD 88
 AG7686.geopotential number by the normal gravity value computed on the
 AG7686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7686.degrees latitude (g = 980.6199 gals.).
 AG7686
 AG7686.The modeled gravity was interpolated from observed gravity values.
 AG7686
 AG7686;                    North         East    Units  Estimated Accuracy
 AG7686;SPC FL W     -   353,611.      157,531.      MT  (+/- 10 meters HH2 GPS)
 AG7686
 AG7686_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5878645363(NAD 83)
 AG7686
 AG7686                          SUPERSEDED SURVEY CONTROL
 AG7686
 AG7686.No superseded survey control is available for this station.
 AG7686
 AG7686_MARKER: DJ = TIDAL STATION DISK
 AG7686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7686_STAMPING: 6277 A 1977
 AG7686_MARK LOGO: NOS
 AG7686_PROJECTION: PROJECTING 30 CENTIMETERS
 AG7686_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7686+STABILITY: SURFACE MOTION
 AG7686_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7686+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2025
 AG7686
 AG7686  HISTORY     - Date     Condition        Report By
 AG7686  HISTORY     - 1977     MONUMENTED       NOS
 AG7686  HISTORY     - 1983     GOOD             FLDNR
 AG7686  HISTORY     - 20071026 GOOD             FLDEP
 AG7686  HISTORY     - 20081106 GOOD             FL-081
 AG7686  HISTORY     - 20100607 GOOD             ZNS
 AG7686  HISTORY     - 20251021 POOR             FL-081
 AG7686
 AG7686                          STATION DESCRIPTION
 AG7686
 AG7686'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7686'4.35 MI SOUTH FROM PARRISH.
 AG7686'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7686'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7686'3.15 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK BEARS 22
 AG7686'FEET EAST OF A CONCRETE BOAT RAMP, 44 FEET EAST OF THE NORTHEAST
 AG7686'CORNER OF A DOCK, AND 14 FEET NORTHEAST OF THE APPROXIMATE HIGH WATER
 AG7686'LINE OF THE RIVER.
 AG7686
 AG7686                          STATION RECOVERY (2007)
 AG7686
 AG7686'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7686'THE MARK IS ABOUT 4.5 MI (7.2 KM) SOUTH OF PARRISH, IN SECTION 17,
 AG7686'TOWNSHIP 34 SOUTH, RANGE 19 EAST.
 AG7686'
 AG7686'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 AG7686'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 AG7686'TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. BUSINESS HIGHWAY 41 (9TH
 AG7686'STREET, TAMIAMI TRAIL) FOR 1.65 MI (2.7 KM) TO THE EXIT RAMP TO U.S.
 AG7686'HIGHWAY 301 EAST, TURN RIGHT ON U.S. HIGHWAY 301 AND GO EAST FOR 3.5
 AG7686'MI (5.6 KM) TO THE INTERSTATE 75 OVERPASS, CONTINUE EAST ON U.S.
 AG7686'HIGHWAY 41 FOR 4.3 MI (6.9 KM) TO THE JUNCTION OF CHIN ROAD ON THE
 AG7686'RIGHT, TURN RIGHT ON CHIN ROAD AND GO SOUTH FOR 0.7 MI (1.1 KM) TO THE
 AG7686'JUNCTION OF OLD TAMPA ROAD ON THE LEFT, TURN LEFT ON OLD TAMPA ROAD
 AG7686'AND GO EAST FOR 1.25 MI (2.0 KM) TO THE JUNCTION OF FORT HAMER ROAD ON
 AG7686'THE RIGHT, TURN RIGHT ON FORT HAMER ROAD AND GO SOUTH FOR 1.65 MI (2.7
 AG7686'KM) TO THE END OF THE ROAD AT THE FORT HAMER BOAT RAMP AND THE MARK ON
 AG7686'THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT PROJECTING 0.6
 AG7686'FT (0.2 M) ABOVE THE LEVEL OF THE GROUND AND 2.0 FT (0.6 M) BELOW THE
 AG7686'LEVEL OF FORT HAMER ROAD.
 AG7686'
 AG7686'LOCATED 92.2 FT (28.1 M) SOUTHEAST OF A NOS BENCH MARK STAMPED 6277 B
 AG7686'1977, 36.4 FT (11.1 M) SOUTHEAST OF THE CENTERLINE OF FORT HAMER ROAD,
 AG7686'26.5 FT (8.1 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF THE BOAT
 AG7686'LAUNCH PAD, 11.0 FT (3.4 M) EAST OF A FPL CABLE WARNING POST AND 1.0
 AG7686'FT (0.3 M) NORTH OF A CARSONITE WITNESS POST.
 AG7686
 AG7686                          STATION RECOVERY (2008)
 AG7686
 AG7686'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7686'RECOVERED IN GOOD CONDITION.
 AG7686
 AG7686                          STATION RECOVERY (2010)
 AG7686
 AG7686'RECOVERY NOTE BY ZNS ENGINEERING 2010 (TBB)
 AG7686'RECOVERED AS DESCRIBED.
 AG7686
 AG7686                          STATION RECOVERY (2025)
 AG7686
 AG7686'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2025 (EC)
 AG7686'THE NORTH LIP OF THE MARK IS LIFTED AND APPEARS TO MAY HAVE BEEN HIT.
 AG7686'ALSO, THE MARK AND ITS CONCRETE ENCASEMENT IS ABOVE GROUND AND EXPOSED
 AG7686'FROM PREVIOUS CONSTRUCTION IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7685 ***********************************************************************
 AG7685  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7685  DESIGNATION -  872 6277 B TIDAL
 AG7685  PID         -  AG7685
 AG7685  STATE/COUNTY-  FL/MANATEE
 AG7685  COUNTRY     -  US
 AG7685  USGS QUAD   -  PARRISH (2018)
 AG7685
 AG7685                         *CURRENT SURVEY CONTROL
 AG7685  ______________________________________________________________________
 AG7685* NAD 83(1986) POSITION- 27 31 29.     (N) 082 25 47.     (W)   SCALED
 AG7685* NAVD 88 ORTHO HEIGHT -     1.199 (meters)        3.93  (feet) ADJUSTED
 AG7685  ______________________________________________________________________
 AG7685  GEOID HEIGHT    -        -24.676 (meters)                     GEOID18
 AG7685  DYNAMIC HEIGHT  -          1.197 (meters)        3.93  (feet) COMP
 AG7685  MODELED GRAVITY -    979,137.7   (mgal)                       NAVD 88
 AG7685
 AG7685  VERT ORDER      -  FIRST     CLASS II
 AG7685
 AG7685.The horizontal coordinates were scaled from a map and have
 AG7685.an estimated accuracy of +/- 6 seconds.
 AG7685
 AG7685.The orthometric height was determined by differential leveling and
 AG7685.adjusted by the NATIONAL GEODETIC SURVEY
 AG7685.in July 2009.
 AG7685
 AG7685.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7685.GEOID18 height accuracy estimate available here.
 AG7685
 AG7685.This Tidal Bench Mark is designated as VM 6184
 AG7685.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7685
 AG7685.Click photographs - Photos may exist for this station.
 AG7685
 AG7685.The dynamic height is computed by dividing the NAVD 88
 AG7685.geopotential number by the normal gravity value computed on the
 AG7685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7685.degrees latitude (g = 980.6199 gals.).
 AG7685
 AG7685.The modeled gravity was interpolated from observed gravity values.
 AG7685
 AG7685;                    North         East    Units  Estimated Accuracy
 AG7685;SPC FL W     -   353,620.      157,550.      MT  (+/- 180 meters Scaled)
 AG7685
 AG7685_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL588453(NAD 83)
 AG7685
 AG7685                          SUPERSEDED SURVEY CONTROL
 AG7685
 AG7685  NAVD 88 (06/15/91)    1.193  (m)            3.91   (f) SUPERSEDED  2 1
 AG7685
 AG7685.Superseded values are not recommended for survey control.
 AG7685
 AG7685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7685.See file dsdata.pdf to determine how the superseded data were derived.
 AG7685
 AG7685_MARKER: DB = BENCH MARK DISK
 AG7685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7685_STAMPING: 6277 B 1977
 AG7685_MARK LOGO: NOS
 AG7685_PROJECTION: RECESSED 10 CENTIMETERS
 AG7685_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7685+STABILITY: SURFACE MOTION
 AG7685_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7685+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2007
 AG7685
 AG7685  HISTORY     - Date     Condition        Report By
 AG7685  HISTORY     - 1977     MONUMENTED       NOS
 AG7685  HISTORY     - 1983     GOOD             FLDNR
 AG7685  HISTORY     - 20071026 GOOD             FLDEP
 AG7685  HISTORY     - 20121228 MARK NOT FOUND   FL-081
 AG7685
 AG7685                          STATION DESCRIPTION
 AG7685
 AG7685'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7685'4.35 MI SOUTH FROM PARRISH.
 AG7685'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7685'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7685'3.15 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK BEARS 33
 AG7685'FEET NORTH OF THE NORTH CORNER OF A DOCK, 31 FEET NORTHEAST OF THE
 AG7685'APPROXIMATE HIGH WATER LINE, 13 FEET WEST-NORTHWEST OF THE EASTERNMOST
 AG7685'TREE OF A GROUP OF 8 PALM TREES, AND 110 FEET SOUTH OF BENCH MARK 6277
 AG7685'C 1977.
 AG7685
 AG7685                          STATION RECOVERY (2007)
 AG7685
 AG7685'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7685'THE MARK IS ABOUT 4.5 MI (7.2 KM) SOUTH OF PARRISH, IN SECTION 17,
 AG7685'TOWNSHIP 34 SOUTH, RANGE 19 EAST.
 AG7685'
 AG7685'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 AG7685'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 AG7685'TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. BUSINESS HIGHWAY 41 (9TH
 AG7685'STREET, TAMIAMI TRAIL) FOR 1.65 MI (2.7 KM) TO THE EXIT RAMP TO U.S.
 AG7685'HIGHWAY 301 EAST, TURN RIGHT ON U.S. HIGHWAY 301 AND GO EAST FOR 3.5
 AG7685'MI (5.6 KM) TO THE INTERSTATE 75 OVERPASS, CONTINUE EAST ON U.S.
 AG7685'HIGHWAY 41 FOR 4.3 MI (6.9 KM) TO THE JUNCTION OF CHIN ROAD ON THE
 AG7685'RIGHT, TURN RIGHT ON CHIN ROAD AND GO SOUTH FOR 0.7 MI (1.1 KM) TO THE
 AG7685'JUNCTION OF OLD TAMPA ROAD ON THE LEFT, TURN LEFT ON OLD TAMPA ROAD
 AG7685'AND GO EAST FOR 1.25 MI (2.0 KM) TO THE JUNCTION OF FORT HAMER ROAD ON
 AG7685'THE RIGHT, TURN RIGHT ON FORT HAMER ROAD AND GO SOUTH FOR 1.65 MI (2.7
 AG7685'KM) TO THE END OF THE ROAD AT THE FORT HAMER BOAT RAMP AND THE MARK ON
 AG7685'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.4 FT
 AG7685'(0.1 M) BELOW THE LEVEL OF THE GROUND AND 2.0 FT (0.6 M) BELOW THE
 AG7685'LEVEL OF FORT HAMER ROAD.
 AG7685'
 AG7685'LOCATED 108.9 FT (33.2 M) SOUTH-SOUTHEAST OF A NOS BENCH MARK STAMPED
 AG7685'6277 C 1977, 92.2 FT (28.1 M) NORTHWEST OF A NOS BENCH MARK STAMPED
 AG7685'6277 A 1977, 50.0 FT (15.2 M) WEST-NORTHWEST OF THE CENTERLINE OF FORT
 AG7685'HAMER ROAD, 13.0 FT (4.0 M) WEST-NORTHWEST OF THE EASTERNMOST TREE OF
 AG7685'A GROUP OF EIGHT PALM TREES AND 4.0 FT (1.2 M) NORTHEAST OF A
 AG7685'CARSONITE WITNESS POST.
 AG7685
 AG7685                          STATION RECOVERY (2012)
 AG7685
 AG7685'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KW)
 AG7685'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7684 ***********************************************************************
 AG7684  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7684  DESIGNATION -  872 6277 C TIDAL
 AG7684  PID         -  AG7684
 AG7684  STATE/COUNTY-  FL/MANATEE
 AG7684  COUNTRY     -  US
 AG7684  USGS QUAD   -  PARRISH (2018)
 AG7684
 AG7684                         *CURRENT SURVEY CONTROL
 AG7684  ______________________________________________________________________
 AG7684* NAD 83(1986) POSITION- 27 31 29.     (N) 082 25 47.     (W)   SCALED
 AG7684* NAVD 88 ORTHO HEIGHT -     1.434 (meters)        4.70  (feet) ADJUSTED
 AG7684  ______________________________________________________________________
 AG7684  GEOID HEIGHT    -        -24.676 (meters)                     GEOID18
 AG7684  DYNAMIC HEIGHT  -          1.431 (meters)        4.69  (feet) COMP
 AG7684  MODELED GRAVITY -    979,137.7   (mgal)                       NAVD 88
 AG7684
 AG7684  VERT ORDER      -  FIRST     CLASS II
 AG7684
 AG7684.The horizontal coordinates were scaled from a map and have
 AG7684.an estimated accuracy of +/- 6 seconds.
 AG7684
 AG7684.The orthometric height was determined by differential leveling and
 AG7684.adjusted by the NATIONAL GEODETIC SURVEY
 AG7684.in June 1991.
 AG7684
 AG7684.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7684.GEOID18 height accuracy estimate available here.
 AG7684
 AG7684.This Tidal Bench Mark is designated as VM 6185
 AG7684.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7684
 AG7684.Click photographs - Photos may exist for this station.
 AG7684
 AG7684.The dynamic height is computed by dividing the NAVD 88
 AG7684.geopotential number by the normal gravity value computed on the
 AG7684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7684.degrees latitude (g = 980.6199 gals.).
 AG7684
 AG7684.The modeled gravity was interpolated from observed gravity values.
 AG7684
 AG7684;                    North         East    Units  Estimated Accuracy
 AG7684;SPC FL W     -   353,620.      157,550.      MT  (+/- 180 meters Scaled)
 AG7684
 AG7684_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL588453(NAD 83)
 AG7684
 AG7684                          SUPERSEDED SURVEY CONTROL
 AG7684
 AG7684.No superseded survey control is available for this station.
 AG7684
 AG7684_MARKER: DB = BENCH MARK DISK
 AG7684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7684_STAMPING: 6277 C 1977
 AG7684_MARK LOGO: NOS
 AG7684_PROJECTION: RECESSED 5 CENTIMETERS
 AG7684_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7684+STABILITY: SURFACE MOTION
 AG7684_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7684+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2007
 AG7684
 AG7684  HISTORY     - Date     Condition        Report By
 AG7684  HISTORY     - 1977     MONUMENTED       NOS
 AG7684  HISTORY     - 1983     GOOD             FLDNR
 AG7684  HISTORY     - 20071026 GOOD             FLDEP
 AG7684  HISTORY     - 20081106 GOOD             FL-081
 AG7684
 AG7684                          STATION DESCRIPTION
 AG7684
 AG7684'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7684'4.35 MI SOUTH FROM PARRISH.
 AG7684'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7684'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7684'3.15 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK BEARS 8
 AG7684'FEET NORTHEAST OF A LIVE OAK TREE WITH A TRIANGULAR BLAZE, 2.2 FEET
 AG7684'SOUTH OF A FENCE LINE, AND 110 FEET NORTH OF BENCH MARK 6277 B 1977.
 AG7684
 AG7684                          STATION RECOVERY (2007)
 AG7684
 AG7684'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7684'THE MARK IS ABOUT 4.5 MI (7.2 KM) SOUTH OF PARRISH, IN SECTION 17,
 AG7684'TOWNSHIP 34 SOUTH, RANGE 19 EAST.
 AG7684'
 AG7684'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 AG7684'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 AG7684'TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. BUSINESS HIGHWAY 41 (9TH
 AG7684'STREET, TAMIAMI TRAIL) FOR 1.65 MI (2.7 KM) TO THE EXIT RAMP TO U.S.
 AG7684'HIGHWAY 301 EAST, TURN RIGHT ON U.S. HIGHWAY 301 AND GO EAST FOR 3.5
 AG7684'MI (5.6 KM) TO THE INTERSTATE 75 OVERPASS, CONTINUE EAST ON U.S.
 AG7684'HIGHWAY 41 FOR 4.3 MI (6.9 KM) TO THE JUNCTION OF CHIN ROAD ON THE
 AG7684'RIGHT, TURN RIGHT ON CHIN ROAD AND GO SOUTH FOR 0.7 MI (1.1 KM) TO THE
 AG7684'JUNCTION OF OLD TAMPA ROAD ON THE LEFT, TURN LEFT ON OLD TAMPA ROAD
 AG7684'AND GO EAST FOR 1.25 MI (2.0 KM) TO THE JUNCTION OF FORT HAMER ROAD ON
 AG7684'THE RIGHT, TURN RIGHT ON FORT HAMER ROAD AND GO SOUTH FOR 1.65 MI (2.7
 AG7684'KM) TO THE END OF THE ROAD AT THE FORT HAMER BOAT RAMP AND THE MARK ON
 AG7684'THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT RECESSED 0.2 FT
 AG7684'(0.1 M) BELOW THE LEVEL OF THE GROUND AND 2.0 FT (0.6 M) BELOW THE
 AG7684'LEVEL OF FORT HAMER ROAD.
 AG7684'
 AG7684'LOCATED 116.2 FT (35.4 M) WEST-NORTHWEST OF THE CENTERLINE OF FORT
 AG7684'HAMER ROAD, 108.9 FT (33.2 M) NORTH-NORTHWEST OF A NOS BENCH MARK
 AG7684'STAMPED 6277 B 1977, 85.2 FT (26.0 M) WEST OF A MANATEE COUNTY SURVEY
 AG7684'DISK STAMPED ELE 7.30, 8.0 FT (2.4 M) NORTHEAST OF A LARGE LIVE OAK
 AG7684'TREE WITH A TRIANGULAR BLAZE AND 7.5 FT (2.3 M) NORTHEAST OF A
 AG7684'CARSONITE WITNESS POST.
 AG7684
 AG7684                          STATION RECOVERY (2008)
 AG7684
 AG7684'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7684'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7683 ***********************************************************************
 AG7683  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7683  DESIGNATION -  872 6277 E TIDAL
 AG7683  PID         -  AG7683
 AG7683  STATE/COUNTY-  FL/MANATEE
 AG7683  COUNTRY     -  US
 AG7683  USGS QUAD   -  PARRISH (2018)
 AG7683
 AG7683                         *CURRENT SURVEY CONTROL
 AG7683  ______________________________________________________________________
 AG7683* NAD 83(1986) POSITION- 27 31 29.     (N) 082 25 47.     (W)   SCALED
 AG7683* NAVD 88 ORTHO HEIGHT -     1.960 (meters)        6.43  (feet) ADJUSTED
 AG7683  ______________________________________________________________________
 AG7683  GEOID HEIGHT    -        -24.676 (meters)                     GEOID18
 AG7683  DYNAMIC HEIGHT  -          1.957 (meters)        6.42  (feet) COMP
 AG7683  MODELED GRAVITY -    979,137.7   (mgal)                       NAVD 88
 AG7683
 AG7683  VERT ORDER      -  SECOND    CLASS I
 AG7683
 AG7683.The horizontal coordinates were scaled from a map and have
 AG7683.an estimated accuracy of +/- 6 seconds.
 AG7683
 AG7683.The orthometric height was determined by differential leveling and
 AG7683.adjusted by the NATIONAL GEODETIC SURVEY
 AG7683.in June 1991.
 AG7683
 AG7683.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7683.GEOID18 height accuracy estimate available here.
 AG7683
 AG7683.This Tidal Bench Mark is designated as VM 6186
 AG7683.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7683
 AG7683.Click photographs - Photos may exist for this station.
 AG7683
 AG7683.The dynamic height is computed by dividing the NAVD 88
 AG7683.geopotential number by the normal gravity value computed on the
 AG7683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7683.degrees latitude (g = 980.6199 gals.).
 AG7683
 AG7683.The modeled gravity was interpolated from observed gravity values.
 AG7683
 AG7683;                    North         East    Units  Estimated Accuracy
 AG7683;SPC FL W     -   353,620.      157,550.      MT  (+/- 180 meters Scaled)
 AG7683
 AG7683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL588453(NAD 83)
 AG7683
 AG7683                          SUPERSEDED SURVEY CONTROL
 AG7683
 AG7683.No superseded survey control is available for this station.
 AG7683
 AG7683_MARKER: DJ = TIDAL STATION DISK
 AG7683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7683_STAMPING: 6277 E 1977
 AG7683_MARK LOGO: NOS
 AG7683_PROJECTION: FLUSH
 AG7683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7683+STABILITY: SURFACE MOTION
 AG7683
 AG7683  HISTORY     - Date     Condition        Report By
 AG7683  HISTORY     - 1977     MONUMENTED       NOS
 AG7683  HISTORY     - 1983     GOOD             FLDNR
 AG7683  HISTORY     - 20081106 MARK NOT FOUND   FL-081
 AG7683  HISTORY     - 20120607 MARK NOT FOUND   FL-081
 AG7683
 AG7683                          STATION DESCRIPTION
 AG7683
 AG7683'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7683'4.35 MI SOUTH FROM PARRISH.
 AG7683'BEGIN AT THE JUNCTION OF STATE HIGHWAY 62 WITH U.S. HIGHWAY 301, GO
 AG7683'1.2 MILES SOUTH ON U.S. 301 TO THE Y-JUNCTION OF FORT HAMER ROAD, GO
 AG7683'3.15 MILES SOUTH ON FORT HAMER ROAD TO THE MARK.  THE MARK BEARS 42
 AG7683'FEET NORTHWEST OF THE CENTERLINE OF FORT HAMER ROAD, 1.7 FEET
 AG7683'SOUTHEAST OF A FENCE LINE, 25.7 FEET NORTHEAST OF A FENCE CORNER, AND
 AG7683'24 FEET NORTH OF A LARGE LIVE OAK.
 AG7683
 AG7683                          STATION RECOVERY (2008)
 AG7683
 AG7683'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7683'MARK NOT RECOVERED.
 AG7683
 AG7683                          STATION RECOVERY (2012)
 AG7683
 AG7683'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (TEB)
 AG7683'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1854 ***********************************************************************
 DL1854  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1854  DESIGNATION -  872 6277 F TIDAL
 DL1854  PID         -  DL1854
 DL1854  STATE/COUNTY-  FL/MANATEE
 DL1854  COUNTRY     -  US
 DL1854  USGS QUAD   -  PARRISH (2018)
 DL1854
 DL1854                         *CURRENT SURVEY CONTROL
 DL1854  ______________________________________________________________________
 DL1854* NAD 83(1986) POSITION- 27 31 34.34   (N) 082 25 53.79   (W)   HD_HELD1
 DL1854* NAVD 88 ORTHO HEIGHT -     4.013 (meters)       13.17  (feet) ADJUSTED
 DL1854  ______________________________________________________________________
 DL1854  GEOID HEIGHT    -        -24.675 (meters)                     GEOID18
 DL1854  DYNAMIC HEIGHT  -          4.007 (meters)       13.15  (feet) COMP
 DL1854  MODELED GRAVITY -    979,137.8   (mgal)                       NAVD 88
 DL1854
 DL1854  VERT ORDER      -  FIRST     CLASS II
 DL1854
 DL1854.The horizontal coordinates were determined by differentially corrected
 DL1854.hand held GPS observations or other comparable positioning techniques
 DL1854.and have an estimated accuracy of +/- 3 meters.
 DL1854
 DL1854.The orthometric height was determined by differential leveling and
 DL1854.adjusted by the NATIONAL GEODETIC SURVEY
 DL1854.in July 2009.
 DL1854
 DL1854.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1854.GEOID18 height accuracy estimate available here.
 DL1854
 DL1854.This Tidal Bench Mark is designated as VM 19889
 DL1854.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1854
 DL1854.Click photographs - Photos may exist for this station.
 DL1854
 DL1854.The dynamic height is computed by dividing the NAVD 88
 DL1854.geopotential number by the normal gravity value computed on the
 DL1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1854.degrees latitude (g = 980.6199 gals.).
 DL1854
 DL1854.The modeled gravity was interpolated from observed gravity values.
 DL1854
 DL1854;                    North         East    Units  Estimated Accuracy
 DL1854;SPC FL W     -   353,782.5     157,364.2     MT  (+/- 3 meters HH1 GPS) 
 DL1854
 DL1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5862145535(NAD 83)
 DL1854
 DL1854                          SUPERSEDED SURVEY CONTROL
 DL1854
 DL1854.No superseded survey control is available for this station.
 DL1854
 DL1854_MARKER: DD = SURVEY DISK
 DL1854_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL1854_SP_SET: ABUTMENT
 DL1854_STAMPING: 6277 F 2007
 DL1854_MARK LOGO: FLDEP
 DL1854_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1854_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1854+SATELLITE: SATELLITE OBSERVATIONS - October 21, 2025
 DL1854
 DL1854  HISTORY     - Date     Condition        Report By
 DL1854  HISTORY     - 20071107 MONUMENTED       FLDEP
 DL1854  HISTORY     - 20100607 GOOD             ZNS
 DL1854  HISTORY     - 20251021 GOOD             FL-081
 DL1854
 DL1854                          STATION DESCRIPTION
 DL1854
 DL1854'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1854'THE MARK IS ABOUT 4.3 MI SOUTH OF PARRISH, IN SECTION 17, TOWNSHIP 34
 DL1854'SOUTH, RANGE 19 EAST.
 DL1854'
 DL1854'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1854'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 DL1854'TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. BUSINESS HIGHWAY 41 (9TH
 DL1854'STREET, TAMIAMI TRAIL) FOR 1.65 MI TO THE EXIT RAMP TO U.S. HIGHWAY
 DL1854'301 EAST, TURN RIGHT ON U.S. HIGHWAY 301 AND GO EAST FOR 3.5 MI (5.6
 DL1854'KM) TO THE INTERSTATE 75 OVERPASS, CONTINUE EAST ON U.S. HIGHWAY 41
 DL1854'FOR 4.3 MI (6.9 KM) TO THE JUNCTION OF CHIN ROAD ON THE RIGHT, TURN
 DL1854'RIGHT ON CHIN ROAD AND GO SOUTH FOR 0.7 MI (1.1 KM) TO THE JUNCTION OF
 DL1854'OLD TAMPA ROAD ON THE LEFT, TURN LEFT ON OLD TAMPA ROAD AND GO EAST
 DL1854'FOR 1.25 MI (2.0 KM) TO THE JUNCTION OF FORT HAMER ROAD ON THE RIGHT,
 DL1854'TURN RIGHT ON FORT HAMER ROAD AND GO SOUTH FOR 1.5 MI (2.4 KM) TO THE
 DL1854'GATED ENTRANCE TO RIVE ISLE NAUTICAL ESTATES ON THE RIGHT, TURN RIGHT
 DL1854'ON THE ENTRANCE ROAD PASSING THROUGH THE GATE AND GO SOUTHWEST FOR 0.1
 DL1854'MI (0.2 KM) TO A CONCRETE BRIDGE AND THE MARK ON THE LEFT, SET FLUSH
 DL1854'IN THE TOP OF THE NORTHWEST ABUTMENT OF THE BRIDGE 0.6 FT (0.2 M)
 DL1854'ABOVE THE LEVEL OF THE ROAD.
 DL1854'
 DL1854'LOCATED ABOUT 206.0 FT (62.8 M) WEST-SOUTHWEST OF A FIRE HYDRANT, 21.0
 DL1854'FT (6.4 M) NORTH-NORTHWEST OF THE CENTERLINE OF THE ENTRANCE ROAD AND
 DL1854'5.8 FT (1.8 M) SOUTHEAST OF THE NORTHWEST EDGE OF THE ABUTMENT.
 DL1854
 DL1854                          STATION RECOVERY (2010)
 DL1854
 DL1854'RECOVERY NOTE BY ZNS ENGINEERING 2010 (TBB)
 DL1854'RECOVERED AS DESCRIBED.
 DL1854
 DL1854                          STATION RECOVERY (2025)
 DL1854
 DL1854'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2025 (EC)
 DL1854'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7724 ***********************************************************************
 AG7724  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7724  DESIGNATION -  872 6278 A TIDAL
 AG7724  PID         -  AG7724
 AG7724  STATE/COUNTY-  FL/MANATEE
 AG7724  COUNTRY     -  US
 AG7724  USGS QUAD   -  PARRISH (2018)
 AG7724
 AG7724                         *CURRENT SURVEY CONTROL
 AG7724  ______________________________________________________________________
 AG7724* NAD 83(1986) POSITION- 27 31 43.     (N) 082 29 08.     (W)   SCALED
 AG7724* NAVD 88 ORTHO HEIGHT -     1.651 (meters)        5.42  (feet) ADJUSTED
 AG7724  ______________________________________________________________________
 AG7724  GEOID HEIGHT    -        -24.610 (meters)                     GEOID18
 AG7724  DYNAMIC HEIGHT  -          1.649 (meters)        5.41  (feet) COMP
 AG7724  MODELED GRAVITY -    979,140.1   (mgal)                       NAVD 88
 AG7724
 AG7724  VERT ORDER      -  FIRST     CLASS II
 AG7724
 AG7724.The horizontal coordinates were scaled from a map and have
 AG7724.an estimated accuracy of +/- 6 seconds.
 AG7724
 AG7724.The orthometric height was determined by differential leveling and
 AG7724.adjusted by the NATIONAL GEODETIC SURVEY
 AG7724.in June 1991.
 AG7724
 AG7724.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7724.GEOID18 height accuracy estimate available here.
 AG7724
 AG7724.This Tidal Bench Mark is designated as VM 6188
 AG7724.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7724
 AG7724.Click photographs - Photos may exist for this station.
 AG7724
 AG7724.The dynamic height is computed by dividing the NAVD 88
 AG7724.geopotential number by the normal gravity value computed on the
 AG7724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7724.degrees latitude (g = 980.6199 gals.).
 AG7724
 AG7724.The modeled gravity was interpolated from observed gravity values.
 AG7724
 AG7724;                    North         East    Units  Estimated Accuracy
 AG7724;SPC FL W     -   354,070.      152,040.      MT  (+/- 180 meters Scaled)
 AG7724
 AG7724_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL532458(NAD 83)
 AG7724
 AG7724                          SUPERSEDED SURVEY CONTROL
 AG7724
 AG7724.No superseded survey control is available for this station.
 AG7724
 AG7724_MARKER: DB = BENCH MARK DISK
 AG7724_SETTING: 33 = WOODEN OBJECT (DRIVEN IN A PILE, POLE, TREE OR STUMP)
 AG7724_SP_SET: PILING FOOTING
 AG7724_STAMPING: 6278 A 1977
 AG7724_MARK LOGO: NOS
 AG7724_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7724+STABILITY: SURFACE MOTION
 AG7724_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7724+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2007
 AG7724
 AG7724  HISTORY     - Date     Condition        Report By
 AG7724  HISTORY     - 1977     MONUMENTED       NOS
 AG7724  HISTORY     - 1983     GOOD             FLDNR
 AG7724  HISTORY     - 20071028 GOOD             FLDEP
 AG7724  HISTORY     - 20081106 GOOD             FL-081
 AG7724  HISTORY     - 20140911 GOOD             GEOCAC
 AG7724
 AG7724                          STATION DESCRIPTION
 AG7724
 AG7724'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7724'3.25 MI EAST FROM ELLENTON.
 AG7724'BEGIN AT THE ELLENTON POST OFFICE, GO 2.45 MILES EAST ON U.S. HIGHWAY
 AG7724'301 TO THE ENTRANCE TO COLONY COVE WEST AND THE INTERSECTION OF
 AG7724'AMSTERDAM AVENUE, GO 0.1 MILE SOUTHEAST ON AMSTERDAM AVENUE TO HOLLAND
 AG7724'STREET, GO 0.2 MILE NORTHEAST ON HOLLAND STREET TO HAGUE DRIVE, GO
 AG7724'0.15 MILE SOUTHEAST ON HAGUE DRIVE TO EDGEWATER DRIVE, GO 0.1 MILE
 AG7724'SOUTH ON EDGEWATER DRIVE TO DRIFTWOOD DRIVE, GO 0.05 MILE EAST ON
 AG7724'DRIFTWOOD DRIVE TO BAYSHORE DRIVE, GO 0.2 MILE SOUTH ON BAYSHORE DRIVE
 AG7724'TO THE COLONY COVE PAVILION AND THE MARK.  THE MARK IS SET IN THE TOP
 AG7724'OF THE NORTHWEST PILING SUPPORT FOR THE PAVILION, 51 FEET NORTH OF THE
 AG7724'STAIRS, 23 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE FIREPLACE, 69
 AG7724'FEET SOUTH OF THE CENTERLINE OF BAYSHORE DRIVE, AND 58 FEET
 AG7724'NORTH-NORTHEAST OF BENCH MARK 6278 B 1977.
 AG7724'THE MARK IS 1 FT ABOVE GROUND.
 AG7724
 AG7724                          STATION RECOVERY (2007)
 AG7724
 AG7724'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7724'RECOVERED AS DESCRIBED.
 AG7724
 AG7724                          STATION RECOVERY (2008)
 AG7724
 AG7724'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7724'THE MARK IS LOCATED ABOUT 3.25 MI (5.2 KM) EAST OF ELLENTON.
 AG7724'
 AG7724'TO REACH FROM THE ELLENTON POST OFFICE, GO EAST ON U.S. HIGHWAY 301
 AG7724'FOR 2.45 MI (3.9 KM) TO THE ENTRANCE TO COLONY COVE WEST AND THE
 AG7724'INTERSECTION OF AMSTERDAM AVENUE.  TURN RIGHT AND GO SOUTHEAST ON
 AG7724'AMSTERDAM AVENUE FOR 0.1 MI (0.2 KM) TO HOLLAND STREET.  TURN LEFT AND
 AG7724'GO NORTHEAST ON HOLLAND STREET FOR 0.2 MI (0.3 KM) TO HAGUE DRIVE.
 AG7724'TURN RIGHT AND GO SOUTHEAST ON HAGUE DRIVE FOR 0.15 MI (0.2 KM) TO
 AG7724'EDGEWATER DRIVE.  TURN RIGHT AND GO SOUTH ON EDGEWATER DRIVE FOR 0.1
 AG7724'MI (0.2 KM) TO DRIFTWOOD DRIVE.  TURN LEFT AND GO EAST ON DRIFTWOOD
 AG7724'DRIVE FOR 0.05 MI (0.1 KM) TO BAYSHORE DRIVE.  TURN RIGHT AND GO SOUTH
 AG7724'ON BAYSHORE DRIVE FOR 0.2 MI (0.3 KM) TO THE COLONY COVE PAVILION AND
 AG7724'THE MARK.
 AG7724'
 AG7724'IT IS SET IN THE TOP OF THE NORTHWEST PILING SUPPORT FOR THE PAVILION,
 AG7724'1 FT (0.3 M) NORTH OF THE NORTHERLY STAIRS AT THE NORTHWEST CORNER OF
 AG7724'THE PAVILION DECK, 51 FT (15.5 M) NORTH OF THE STAIRS, 23 FT (7.0 M)
 AG7724'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FIREPLACE, 69 FT (21.0 M)
 AG7724'SOUTH OF THE CENTERLINE OF BAYSHORE DRIVE, 58 FT (17.7 M)
 AG7724'NORTH-NORTHEAST OF BENCH MARK 6278 B AND ABOUT 1.0 FT (0.3 M) ABOVE
 AG7724'GROUND LEVEL.
 AG7724
 AG7724                          STATION RECOVERY (2014)
 AG7724
 AG7724'RECOVERY NOTE BY GEOCACHING 2014 (DEB)
 AG7724'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7722 ***********************************************************************
 AG7722  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7722  DESIGNATION -  872 6278 B TIDAL
 AG7722  PID         -  AG7722
 AG7722  STATE/COUNTY-  FL/MANATEE
 AG7722  COUNTRY     -  US
 AG7722  USGS QUAD   -  PARRISH (2018)
 AG7722
 AG7722                         *CURRENT SURVEY CONTROL
 AG7722  ______________________________________________________________________
 AG7722* NAD 83(1986) POSITION- 27 31 43.     (N) 082 29 08.     (W)   SCALED
 AG7722* NAVD 88 ORTHO HEIGHT -     0.932 (meters)        3.06  (feet) ADJUSTED
 AG7722  ______________________________________________________________________
 AG7722  GEOID HEIGHT    -        -24.610 (meters)                     GEOID18
 AG7722  DYNAMIC HEIGHT  -          0.931 (meters)        3.05  (feet) COMP
 AG7722  MODELED GRAVITY -    979,140.1   (mgal)                       NAVD 88
 AG7722
 AG7722  VERT ORDER      -  SECOND    CLASS I
 AG7722
 AG7722.The horizontal coordinates were scaled from a map and have
 AG7722.an estimated accuracy of +/- 6 seconds.
 AG7722
 AG7722.The orthometric height was determined by differential leveling and
 AG7722.adjusted by the NATIONAL GEODETIC SURVEY
 AG7722.in June 1991.
 AG7722
 AG7722.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7722.GEOID18 height accuracy estimate available here.
 AG7722
 AG7722.This Tidal Bench Mark is designated as VM 6189
 AG7722.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7722
 AG7722.Click photographs - Photos may exist for this station.
 AG7722
 AG7722.The dynamic height is computed by dividing the NAVD 88
 AG7722.geopotential number by the normal gravity value computed on the
 AG7722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7722.degrees latitude (g = 980.6199 gals.).
 AG7722
 AG7722.The modeled gravity was interpolated from observed gravity values.
 AG7722
 AG7722;                    North         East    Units  Estimated Accuracy
 AG7722;SPC FL W     -   354,070.      152,040.      MT  (+/- 180 meters Scaled)
 AG7722
 AG7722_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL532458(NAD 83)
 AG7722
 AG7722                          SUPERSEDED SURVEY CONTROL
 AG7722
 AG7722.No superseded survey control is available for this station.
 AG7722
 AG7722_MARKER: DD = SURVEY DISK
 AG7722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7722_STAMPING: 6278 B 1977
 AG7722_MARK LOGO: NOS
 AG7722_PROJECTION: FLUSH
 AG7722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7722+STABILITY: SURFACE MOTION
 AG7722
 AG7722  HISTORY     - Date     Condition        Report By
 AG7722  HISTORY     - 1977     MONUMENTED       NOS
 AG7722  HISTORY     - 1983     GOOD             FLDNR
 AG7722  HISTORY     - 20081106 MARK NOT FOUND   FL-081
 AG7722
 AG7722                          STATION DESCRIPTION
 AG7722
 AG7722'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7722'3.25 MI EAST FROM ELLENTON.
 AG7722'BEGIN AT THE ELLENTON POST OFFICE, GO 2.45 MILES EAST ON U.S. HIGHWAY
 AG7722'301 TO THE ENTRANCE TO COLONY COVE WEST AND THE INTERSECTION OF
 AG7722'AMSTERDAM AVENUE, GO 0.1 MILE SOUTHEAST ON AMSTERDAM AVENUE TO HOLLAND
 AG7722'STREET, GO 0.2 MILE NORTHEAST ON HOLLAND STREET TO HAGUE DRIVE, GO
 AG7722'0.15 MILE SOUTHEAST ON HAGUE DRIVE TO EDGEWATER DRIVE, GO 0.1 MILE
 AG7722'SOUTH ON EDGEWATER DRIVE TO DRIFTWOOD DRIVE, GO 0.05 MILE EAST ON
 AG7722'DRIFTWOOD DRIVE TO BAYSHORE DRIVE, GO 0.2 MILE SOUTH ON BAYSHORE DRIVE
 AG7722'TO THE COLONY COVE PAVILION AND THE MARK.  THE MARK BEARS 41 FEET
 AG7722'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE PAVILION, 2.5 FEET SOUTH
 AG7722'OF A POWER POLE, AND 58 FEET SOUTH-SOUTHWEST OF BENCH MARK 6278 A
 AG7722'1977.
 AG7722
 AG7722                          STATION RECOVERY (2008)
 AG7722
 AG7722'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7722'UNABLE TO LOCATE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7723 ***********************************************************************
 AG7723  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7723  DESIGNATION -  872 6278 C TIDAL
 AG7723  PID         -  AG7723
 AG7723  STATE/COUNTY-  FL/MANATEE
 AG7723  COUNTRY     -  US
 AG7723  USGS QUAD   -  PARRISH (2018)
 AG7723
 AG7723                         *CURRENT SURVEY CONTROL
 AG7723  ______________________________________________________________________
 AG7723* NAD 83(1986) POSITION- 27 31 43.     (N) 082 29 08.     (W)   SCALED
 AG7723* NAVD 88 ORTHO HEIGHT -     1.651 (meters)        5.42  (feet) ADJUSTED
 AG7723  ______________________________________________________________________
 AG7723  GEOID HEIGHT    -        -24.610 (meters)                     GEOID18
 AG7723  DYNAMIC HEIGHT  -          1.648 (meters)        5.41  (feet) COMP
 AG7723  MODELED GRAVITY -    979,140.1   (mgal)                       NAVD 88
 AG7723
 AG7723  VERT ORDER      -  SECOND    CLASS I
 AG7723
 AG7723.The horizontal coordinates were scaled from a map and have
 AG7723.an estimated accuracy of +/- 6 seconds.
 AG7723
 AG7723.The orthometric height was determined by differential leveling and
 AG7723.adjusted by the NATIONAL GEODETIC SURVEY
 AG7723.in June 1991.
 AG7723
 AG7723.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7723.GEOID18 height accuracy estimate available here.
 AG7723
 AG7723.This Tidal Bench Mark is designated as VM 6190
 AG7723.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7723
 AG7723.Click photographs - Photos may exist for this station.
 AG7723
 AG7723.The dynamic height is computed by dividing the NAVD 88
 AG7723.geopotential number by the normal gravity value computed on the
 AG7723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7723.degrees latitude (g = 980.6199 gals.).
 AG7723
 AG7723.The modeled gravity was interpolated from observed gravity values.
 AG7723
 AG7723;                    North         East    Units  Estimated Accuracy
 AG7723;SPC FL W     -   354,070.      152,040.      MT  (+/- 180 meters Scaled)
 AG7723
 AG7723_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL532458(NAD 83)
 AG7723
 AG7723                          SUPERSEDED SURVEY CONTROL
 AG7723
 AG7723.No superseded survey control is available for this station.
 AG7723
 AG7723_MARKER: DD = SURVEY DISK
 AG7723_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7723_SP_SET: SUPPORT
 AG7723_STAMPING: 6278 C 1977
 AG7723_MARK LOGO: NOS
 AG7723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7723_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7723+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2014
 AG7723
 AG7723  HISTORY     - Date     Condition        Report By
 AG7723  HISTORY     - 1977     MONUMENTED       NOS
 AG7723  HISTORY     - 1983     GOOD             FLDNR
 AG7723  HISTORY     - 20081106 GOOD             FL-081
 AG7723  HISTORY     - 20140911 GOOD             GEOCAC
 AG7723
 AG7723                          STATION DESCRIPTION
 AG7723
 AG7723'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7723'3.25 MI EAST FROM ELLENTON.
 AG7723'BEGIN AT THE ELLENTON POST OFFICE, GO 2.45 MILES EAST ON U.S. HIGHWAY
 AG7723'301 TO THE ENTRANCE TO COLONY COVE WEST AND THE INTERSECTION OF
 AG7723'AMSTERDAM AVENUE, GO 0.1 MILE SOUTHEAST ON AMSTERDAM AVENUE TO HOLLAND
 AG7723'STREET, GO 0.2 MILE NORTHEAST ON HOLLAND STREET TO HAGUE DRIVE, GO
 AG7723'0.15 MILE SOUTHEAST ON HAGUE DRIVE TO EDGEWATER DRIVE, GO 0.1 MILE
 AG7723'SOUTH ON EDGEWATER DRIVE TO DRIFTWOOD DRIVE, GO 0.05 MILE EAST ON
 AG7723'DRIFTWOOD DRIVE TO BAYSHORE DRIVE, GO 0.2 MILE SOUTH ON BAYSHORE DRIVE
 AG7723'TO THE COLONY COVE PAVILION AND THE MARK.  THE MARK IS SET IN THE TOP
 AG7723'OF A CONCRETE SUPPORT PILE FOR THE PAVILION, 14 FEET NORTH OF THE
 AG7723'SOUTHWEST CORNER OF THE PAVILION, AND 41 FEET SOUTH OF THE NORTHWEST
 AG7723'CORNER OF THE PAVILION.
 AG7723'THE MARK IS 1 FT ABOVE GROUND.
 AG7723
 AG7723                          STATION RECOVERY (2008)
 AG7723
 AG7723'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7723'RECOVERED IN GOOD CONDITION.
 AG7723
 AG7723                          STATION RECOVERY (2014)
 AG7723
 AG7723'RECOVERY NOTE BY GEOCACHING 2014 (DEB)
 AG7723'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7721 ***********************************************************************
 AG7721  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7721  DESIGNATION -  872 6278 E TIDAL
 AG7721  PID         -  AG7721
 AG7721  STATE/COUNTY-  FL/MANATEE
 AG7721  COUNTRY     -  US
 AG7721  USGS QUAD   -  PARRISH (2018)
 AG7721
 AG7721                         *CURRENT SURVEY CONTROL
 AG7721  ______________________________________________________________________
 AG7721* NAD 83(1986) POSITION- 27 31 43.     (N) 082 29 08.     (W)   SCALED
 AG7721* NAVD 88 ORTHO HEIGHT -     1.253 (meters)        4.11  (feet) ADJUSTED
 AG7721  ______________________________________________________________________
 AG7721  GEOID HEIGHT    -        -24.610 (meters)                     GEOID18
 AG7721  DYNAMIC HEIGHT  -          1.251 (meters)        4.10  (feet) COMP
 AG7721  MODELED GRAVITY -    979,140.1   (mgal)                       NAVD 88
 AG7721
 AG7721  VERT ORDER      -  SECOND    CLASS I
 AG7721
 AG7721.The horizontal coordinates were scaled from a map and have
 AG7721.an estimated accuracy of +/- 6 seconds.
 AG7721
 AG7721.The orthometric height was determined by differential leveling and
 AG7721.adjusted by the NATIONAL GEODETIC SURVEY
 AG7721.in June 1991.
 AG7721
 AG7721.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7721.GEOID18 height accuracy estimate available here.
 AG7721
 AG7721.This Tidal Bench Mark is designated as VM 6191
 AG7721.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7721
 AG7721.Click photographs - Photos may exist for this station.
 AG7721
 AG7721.The dynamic height is computed by dividing the NAVD 88
 AG7721.geopotential number by the normal gravity value computed on the
 AG7721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7721.degrees latitude (g = 980.6199 gals.).
 AG7721
 AG7721.The modeled gravity was interpolated from observed gravity values.
 AG7721
 AG7721;                    North         East    Units  Estimated Accuracy
 AG7721;SPC FL W     -   354,070.      152,040.      MT  (+/- 180 meters Scaled)
 AG7721
 AG7721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL532458(NAD 83)
 AG7721
 AG7721                          SUPERSEDED SURVEY CONTROL
 AG7721
 AG7721.No superseded survey control is available for this station.
 AG7721
 AG7721_MARKER: DD = SURVEY DISK
 AG7721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7721_STAMPING: 6278 E 1977
 AG7721_MARK LOGO: NOS
 AG7721_PROJECTION: FLUSH
 AG7721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7721+STABILITY: SURFACE MOTION
 AG7721
 AG7721  HISTORY     - Date     Condition        Report By
 AG7721  HISTORY     - 1977     MONUMENTED       NOS
 AG7721  HISTORY     - 1983     GOOD             FLDNR
 AG7721  HISTORY     - 20081106 MARK NOT FOUND   FL-081
 AG7721
 AG7721                          STATION DESCRIPTION
 AG7721
 AG7721'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7721'3.25 MI EAST FROM ELLENTON.
 AG7721'BEGIN AT THE ELLENTON POST OFFICE, GO 2.45 MILES EAST ON U.S. HIGHWAY
 AG7721'301 TO THE ENTRANCE TO COLONY COVE WEST AND THE INTERSECTION OF
 AG7721'AMSTERDAM AVENUE, GO 0.1 MILE SOUTHEAST ON AMSTERDAM AVENUE TO HOLLAND
 AG7721'STREET, GO 0.2 MILE NORTHEAST ON HOLLAND STREET TO HAGUE DRIVE, GO
 AG7721'0.15 MILE SOUTHEAST ON HAGUE DRIVE TO EDGEWATER DRIVE, GO 0.1 MILE
 AG7721'SOUTH ON EDGEWATER DRIVE TO DRIFTWOOD DRIVE, GO 0.05 MILE EAST ON
 AG7721'DRIFTWOOD DRIVE TO BAYSHORE DRIVE, GO 0.2 MILE SOUTH ON BAYSHORE DRIVE
 AG7721'TO THE COLONY COVE PAVILION AND THE MARK.  THE MARK BEARS 36 FEET
 AG7721'SOUTHEAST OF THE SOUTHEAST CORNER OF THE PAVILION, 1.5 FEET WEST OF A
 AG7721'POWER POLE, AND 24 FEET WEST OF A BRUSH LINE.
 AG7721
 AG7721                          STATION RECOVERY (2008)
 AG7721
 AG7721'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7721'UNABLE TO LOCATE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7720 ***********************************************************************
 AG7720  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7720  DESIGNATION -  872 6278 F TIDAL
 AG7720  PID         -  AG7720
 AG7720  STATE/COUNTY-  FL/MANATEE
 AG7720  COUNTRY     -  US
 AG7720  USGS QUAD   -  PARRISH (2018)
 AG7720
 AG7720                         *CURRENT SURVEY CONTROL
 AG7720  ______________________________________________________________________
 AG7720* NAD 83(1986) POSITION- 27 31 43.     (N) 082 29 08.     (W)   SCALED
 AG7720* NAVD 88 ORTHO HEIGHT -     1.635 (meters)        5.36  (feet) ADJUSTED
 AG7720  ______________________________________________________________________
 AG7720  GEOID HEIGHT    -        -24.610 (meters)                     GEOID18
 AG7720  DYNAMIC HEIGHT  -          1.633 (meters)        5.36  (feet) COMP
 AG7720  MODELED GRAVITY -    979,140.1   (mgal)                       NAVD 88
 AG7720
 AG7720  VERT ORDER      -  FIRST     CLASS II
 AG7720
 AG7720.The horizontal coordinates were scaled from a map and have
 AG7720.an estimated accuracy of +/- 6 seconds.
 AG7720
 AG7720.The orthometric height was determined by differential leveling and
 AG7720.adjusted by the NATIONAL GEODETIC SURVEY
 AG7720.in June 1991.
 AG7720
 AG7720.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7720.GEOID18 height accuracy estimate available here.
 AG7720
 AG7720.This Tidal Bench Mark is designated as VM 6192
 AG7720.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7720
 AG7720.Click photographs - Photos may exist for this station.
 AG7720
 AG7720.The dynamic height is computed by dividing the NAVD 88
 AG7720.geopotential number by the normal gravity value computed on the
 AG7720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7720.degrees latitude (g = 980.6199 gals.).
 AG7720
 AG7720.The modeled gravity was interpolated from observed gravity values.
 AG7720
 AG7720;                    North         East    Units  Estimated Accuracy
 AG7720;SPC FL W     -   354,070.      152,040.      MT  (+/- 180 meters Scaled)
 AG7720
 AG7720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL532458(NAD 83)
 AG7720
 AG7720                          SUPERSEDED SURVEY CONTROL
 AG7720
 AG7720.No superseded survey control is available for this station.
 AG7720
 AG7720_MARKER: DD = SURVEY DISK
 AG7720_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7720_SP_SET: PILING FOOTING
 AG7720_STAMPING: 6278 F 1977
 AG7720_MARK LOGO: NOS
 AG7720_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7720_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7720+SATELLITE: SATELLITE OBSERVATIONS - October 28, 2007
 AG7720
 AG7720  HISTORY     - Date     Condition        Report By
 AG7720  HISTORY     - 1977     MONUMENTED       NOS
 AG7720  HISTORY     - 1983     GOOD             FLDNR
 AG7720  HISTORY     - 20071028 GOOD             FLDEP
 AG7720  HISTORY     - 20081106 GOOD             FL-081
 AG7720
 AG7720                          STATION DESCRIPTION
 AG7720
 AG7720'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7720'3.25 MI EAST FROM ELLENTON.
 AG7720'BEGIN AT THE ELLENTON POST OFFICE, GO 2.45 MILES EAST ON U.S. HIGHWAY
 AG7720'301 TO THE ENTRANCE TO COLONY COVE WEST AND THE INTERSECTION OF
 AG7720'AMSTERDAM AVENUE, GO 0.1 MILE SOUTHEAST ON AMSTERDAM AVENUE TO HOLLAND
 AG7720'STREET, GO 0.2 MILE NORTHEAST ON HOLLAND STREET TO HAGUE DRIVE, GO
 AG7720'0.15 MILE SOUTHEAST ON HAGUE DRIVE TO EDGEWATER DRIVE, GO 0.1 MILE
 AG7720'SOUTH ON EDGEWATER DRIVE TO DRIFTWOOD DRIVE, GO 0.05 MILE EAST ON
 AG7720'DRIFTWOOD DRIVE TO BAYSHORE DRIVE, GO 0.2 MILE SOUTH ON BAYSHORE DRIVE
 AG7720'TO THE COLONY COVE PAVILION AND THE MARK.  THE MARK IS SET IN THE TOP
 AG7720'OF THE SECOND CONCRETE SUPPORT PILE FOR THE PAVILION SOUTH OF THE
 AG7720'NORTHEAST CORNER OF THE PAVILION, AND IS 65 FEET SOUTH OF THE
 AG7720'CENTERLINE OF BAYSHORE DRIVE.
 AG7720'THE MARK IS 1 FT ABOVE GROUND.
 AG7720
 AG7720                          STATION RECOVERY (2007)
 AG7720
 AG7720'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7720'RECOVERED AS DESCRIBED.
 AG7720
 AG7720                          STATION RECOVERY (2008)
 AG7720
 AG7720'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7720'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1823 ***********************************************************************
 DL1823  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1823  DESIGNATION -  872 6278 G TIDAL
 DL1823  PID         -  DL1823
 DL1823  STATE/COUNTY-  FL/MANATEE
 DL1823  COUNTRY     -  US
 DL1823  USGS QUAD   -  PARRISH (2018)
 DL1823
 DL1823                         *CURRENT SURVEY CONTROL
 DL1823  ______________________________________________________________________
 DL1823* NAD 83(1986) POSITION- 27 31 46.30   (N) 082 29 08.98   (W)   HD_HELD1
 DL1823* NAVD 88 ORTHO HEIGHT -     1.291 (meters)        4.24  (feet) ADJUSTED
 DL1823  ______________________________________________________________________
 DL1823  GEOID HEIGHT    -        -24.610 (meters)                     GEOID18
 DL1823  DYNAMIC HEIGHT  -          1.289 (meters)        4.23  (feet) COMP
 DL1823  MODELED GRAVITY -    979,140.2   (mgal)                       NAVD 88
 DL1823
 DL1823  VERT ORDER      -  FIRST     CLASS II
 DL1823
 DL1823.The horizontal coordinates were determined by differentially corrected
 DL1823.hand held GPS observations or other comparable positioning techniques
 DL1823.and have an estimated accuracy of +/- 3 meters.
 DL1823
 DL1823.The orthometric height was determined by differential leveling and
 DL1823.adjusted by the NATIONAL GEODETIC SURVEY
 DL1823.in July 2009.
 DL1823
 DL1823.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1823.GEOID18 height accuracy estimate available here.
 DL1823
 DL1823.This Tidal Bench Mark is designated as VM 19893
 DL1823.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1823
 DL1823.Click photographs - Photos may exist for this station.
 DL1823
 DL1823.The dynamic height is computed by dividing the NAVD 88
 DL1823.geopotential number by the normal gravity value computed on the
 DL1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1823.degrees latitude (g = 980.6199 gals.).
 DL1823
 DL1823.The modeled gravity was interpolated from observed gravity values.
 DL1823
 DL1823;                    North         East    Units  Estimated Accuracy
 DL1823;SPC FL W     -   354,170.4     152,009.6     MT  (+/- 3 meters HH1 GPS) 
 DL1823
 DL1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5327045967(NAD 83)
 DL1823
 DL1823                          SUPERSEDED SURVEY CONTROL
 DL1823
 DL1823.No superseded survey control is available for this station.
 DL1823
 DL1823_MARKER: F = FLANGE-ENCASED ROD
 DL1823_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1823_STAMPING: 6278 G 2007
 DL1823_MARK LOGO: NGS
 DL1823_PROJECTION: FLUSH
 DL1823_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1823+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2023
 DL1823_ROD/PIPE-DEPTH: 4.3 meters
 DL1823
 DL1823  HISTORY     - Date     Condition        Report By
 DL1823  HISTORY     - 20071107 MONUMENTED       FLDEP
 DL1823  HISTORY     - 20101213 GOOD             HSS
 DL1823  HISTORY     - 20230929 GOOD             COBFL
 DL1823
 DL1823                          STATION DESCRIPTION
 DL1823
 DL1823'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1823'THE MARK IS ON REDFISH POINT, IN SECTION 10, TOWNSHIP 34 SOUTH, RANGE
 DL1823'18 EAST.
 DL1823'
 DL1823'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1823'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 DL1823'TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. BUSINESS HIGHWAY 41 (9TH
 DL1823'STREET, TAMIAMI TRAIL) FOR 1.65 MI (2.7 KM) TO THE EXIT RAMP TO U.S.
 DL1823'HIGHWAY 301 EAST, TURN RIGHT ON U.S. HIGHWAY 301 AND GO EAST FOR 3.5
 DL1823'MI (5.6 KM) TO THE INTERSTATE 75 OVERPASS, CONTINUE EAST ON U.S.
 DL1823'HIGHWAY 41 FOR 1.05 MI (1.7 KM) TO THE JUNCTION OF AMSTERDAM AVENUE ON
 DL1823'THE RIGHT, TURN RIGHT ON AMSTERDAM AVENUE AND GO SOUTHEAST FOR 0.1 MI
 DL1823'(0.2 KM) TO THE JUNCTION OF HOLLAND STREET ON THE LEFT, TURN LEFT ON
 DL1823'HOLLAND STREET AND GO NORTHEAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF
 DL1823'HAGUE DRIVE ON THE RIGHT, TURN RIGHT ON HAGUE DRIVE AND GO SOUTHEAST
 DL1823'FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF EDGEWATER DRIVE ON THE RIGHT,
 DL1823'TURN RIGHT ON EDGEWATER DRIVE AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE
 DL1823'JUNCTION OF DRIFTWOOD DRIVE ON THE LEFT, TURN LEFT ON DRIFTWOOD DRIVE
 DL1823'AND GO SOUTHEAST FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF BAYSHORE
 DL1823'DRIVE ON THE LEFT, TURN LEFT ON BAYSHORE DRIVE AND GO SOUTH FOR 0.15
 DL1823'MI (0.2 KM) TO 577 BAYSHORE DRIVE ON THE LEFT AND THE MARK ON THE
 DL1823'RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 14.0 FT
 DL1823'(4.3 M) WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND 1.0 FT (0.3 M)
 DL1823'BELOW THE LEVEL OF BAYSHORE DRIVE, THE DATUM POINT IS RECESSED 0.3 FT
 DL1823'(0.1 M) BELOW THE LEVEL OF THE NGS LOGO CAP.
 DL1823'
 DL1823'LOCATED 247.8 FT (75.5 M) NORTHWEST OF A NOS BENCH MARK STAMPED 6278 A
 DL1823'1977, 106.0 FT (32.3 M) WEST-NORTHWEST OF PARCEL LOCKER 82-83 AT THE
 DL1823'WEST END OF THE BAYSHORE DRIVE MAIL STATION, 67.0 FT (20.4 M)
 DL1823'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE AT 577 BAYSHORE
 DL1823'DRIVE, 37.7 SOUTHWEST OF THE CENTERLINE OF BAYSHORE DRIVE AND 3.2 FT
 DL1823'(1.0 M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST.
 DL1823'
 DL1823'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL1823'LOGO CAP.
 DL1823
 DL1823                          STATION RECOVERY (2010)
 DL1823
 DL1823'RECOVERY NOTE BY HYATT SURVEY SERVICES 2010 (MW)
 DL1823'RECOVERED AS DESCRIBED.
 DL1823
 DL1823                          STATION RECOVERY (2023)
 DL1823
 DL1823'RECOVERY NOTE BY CITY OF BRADENTON 2023 (DC)
 DL1823'CARSONITE WITNESS POST IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1824 ***********************************************************************
 DL1824  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1824  DESIGNATION -  872 6278 H TIDAL
 DL1824  PID         -  DL1824
 DL1824  STATE/COUNTY-  FL/MANATEE
 DL1824  COUNTRY     -  US
 DL1824  USGS QUAD   -  PARRISH (2018)
 DL1824
 DL1824                         *CURRENT SURVEY CONTROL
 DL1824  ______________________________________________________________________
 DL1824* NAD 83(1986) POSITION- 27 31 45.8    (N) 082 29 05.4    (W)   HD_HELD2
 DL1824* NAVD 88 ORTHO HEIGHT -     1.682 (meters)        5.52  (feet) ADJUSTED
 DL1824  ______________________________________________________________________
 DL1824  GEOID HEIGHT    -        -24.611 (meters)                     GEOID18
 DL1824  DYNAMIC HEIGHT  -          1.679 (meters)        5.51  (feet) COMP
 DL1824  MODELED GRAVITY -    979,140.1   (mgal)                       NAVD 88
 DL1824
 DL1824  VERT ORDER      -  FIRST     CLASS II
 DL1824
 DL1824.The horizontal coordinates were established by autonomous hand held GPS
 DL1824.observations and have an estimated accuracy of +/- 10 meters.
 DL1824
 DL1824.The orthometric height was determined by differential leveling and
 DL1824.adjusted by the NATIONAL GEODETIC SURVEY
 DL1824.in July 2009.
 DL1824
 DL1824.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1824.GEOID18 height accuracy estimate available here.
 DL1824
 DL1824.This Tidal Bench Mark is designated as VM 19894
 DL1824.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1824
 DL1824.Click photographs - Photos may exist for this station.
 DL1824
 DL1824.The dynamic height is computed by dividing the NAVD 88
 DL1824.geopotential number by the normal gravity value computed on the
 DL1824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1824.degrees latitude (g = 980.6199 gals.).
 DL1824
 DL1824.The modeled gravity was interpolated from observed gravity values.
 DL1824
 DL1824;                    North         East    Units  Estimated Accuracy
 DL1824;SPC FL W     -   354,155.      152,108.      MT  (+/- 10 meters HH2 GPS)
 DL1824
 DL1824_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5336845950(NAD 83)
 DL1824
 DL1824                          SUPERSEDED SURVEY CONTROL
 DL1824
 DL1824.No superseded survey control is available for this station.
 DL1824
 DL1824_MARKER: F = FLANGE-ENCASED ROD
 DL1824_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL1824+WITH SETTING: INFORMATION.
 DL1824_STAMPING: 6278 H 2007
 DL1824_MARK LOGO: NGS
 DL1824_PROJECTION: RECESSED 3 CENTIMETERS
 DL1824_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1824_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1824_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1824+SATELLITE: SATELLITE OBSERVATIONS - September 29, 2023
 DL1824_ROD/PIPE-DEPTH: 2.7 meters
 DL1824
 DL1824  HISTORY     - Date     Condition        Report By
 DL1824  HISTORY     - 20071108 MONUMENTED       FLDEP
 DL1824  HISTORY     - 20120724 GOOD             FL-081
 DL1824  HISTORY     - 20230929 GOOD             COBFL
 DL1824
 DL1824                          STATION DESCRIPTION
 DL1824
 DL1824'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1824'THE MARK IS ON REDFISH POINT, IN SECTION 10, TOWNSHIP 34 SOUTH, RANGE
 DL1824'18 EAST.
 DL1824'
 DL1824'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1824'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 DL1824'TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. BUSINESS HIGHWAY 41 (9TH
 DL1824'STREET, TAMIAMI TRAIL) FOR 1.65 MI (2.7 KM) TO THE EXIT RAMP TO U.S.
 DL1824'HIGHWAY 301 EAST, TURN RIGHT ON U.S. HIGHWAY 301 AND GO EAST FOR 3.5
 DL1824'MI (5.6 KM) TO THE INTERSTATE 75 OVERPASS, CONTINUE EAST ON U.S.
 DL1824'HIGHWAY 41 FOR 1.05 MI (1.7 KM) TO THE JUNCTION OF AMSTERDAM AVENUE ON
 DL1824'THE RIGHT, TURN RIGHT ON AMSTERDAM AVENUE AND GO SOUTHEAST FOR 0.1 MI
 DL1824'(0.2 KM) TO THE JUNCTION OF HOLLAND STREET ON THE LEFT, TURN LEFT ON
 DL1824'HOLLAND STREET AND GO NORTHEAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF
 DL1824'HAGUE DRIVE ON THE RIGHT, TURN RIGHT ON HAGUE DRIVE AND GO SOUTHEAST
 DL1824'FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF EDGEWATER DRIVE ON THE RIGHT,
 DL1824'TURN RIGHT ON EDGEWATER DRIVE AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE
 DL1824'JUNCTION OF DRIFTWOOD DRIVE ON THE LEFT, TURN LEFT ON DRIFTWOOD DRIVE
 DL1824'AND GO SOUTHEAST FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF BAYSHORE
 DL1824'DRIVE ON THE LEFT, TURN LEFT ON BAYSHORE DRIVE AND AND GO SOUTH FOR
 DL1824'0.2 MI (0.3 KM) TO THE COLONY COVE PAVILION AT 582 BAYSHORE DRIVE ON
 DL1824'THE RIGHT AND THE MARK, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DL1824'DEPTH OF 9.0 FT (2.7 M) WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND
 DL1824'1.0 FT (0.3 M) BELOW THE LEVEL OF BAYSHORE DRIVE, THE DATUM POINT IS
 DL1824'RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF NGS LOGO CAP.
 DL1824'
 DL1824'LOCATED 51.7 FT (15.8 M) NORTH OF A NOS TIDAL STATION DISK STAMPED
 DL1824'6278 F 1977, 29.0 FT (8.8 M) NORTHEAST OF A FLAG POLE, 14.6 FT (4.5 M)
 DL1824'SOUTH-SOUTHEAST OF THE CENTERLINE OF BAYSHORE DRIVE AND 0.9 FT (0.3 M)
 DL1824'EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 DL1824'
 DL1824'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL1824'LOGO CAP.
 DL1824
 DL1824                          STATION RECOVERY (2012)
 DL1824
 DL1824'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (TC)
 DL1824'RECOVERED IN GOOD CONDITION.
 DL1824
 DL1824                          STATION RECOVERY (2023)
 DL1824
 DL1824'RECOVERY NOTE BY CITY OF BRADENTON 2023 (DC)
 DL1824'CARSONITE WITNESS POST IS GONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1822 ***********************************************************************
 DL1822  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1822  DESIGNATION -  872 6278 J TIDAL
 DL1822  PID         -  DL1822
 DL1822  STATE/COUNTY-  FL/MANATEE
 DL1822  COUNTRY     -  US
 DL1822  USGS QUAD   -  PARRISH (2018)
 DL1822
 DL1822                         *CURRENT SURVEY CONTROL
 DL1822  ______________________________________________________________________
 DL1822* NAD 83(1986) POSITION- 27 31 49.85   (N) 082 29 10.38   (W)   HD_HELD1
 DL1822* NAVD 88 ORTHO HEIGHT -     2.017 (meters)        6.62  (feet) ADJUSTED
 DL1822  ______________________________________________________________________
 DL1822  GEOID HEIGHT    -        -24.610 (meters)                     GEOID18
 DL1822  DYNAMIC HEIGHT  -          2.014 (meters)        6.61  (feet) COMP
 DL1822  MODELED GRAVITY -    979,140.3   (mgal)                       NAVD 88
 DL1822
 DL1822  VERT ORDER      -  FIRST     CLASS II
 DL1822
 DL1822.The horizontal coordinates were determined by differentially corrected
 DL1822.hand held GPS observations or other comparable positioning techniques
 DL1822.and have an estimated accuracy of +/- 3 meters.
 DL1822
 DL1822.The orthometric height was determined by differential leveling and
 DL1822.adjusted by the NATIONAL GEODETIC SURVEY
 DL1822.in July 2009.
 DL1822
 DL1822.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1822.GEOID18 height accuracy estimate available here.
 DL1822
 DL1822.This Tidal Bench Mark is designated as VM 19895
 DL1822.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1822
 DL1822.Click photographs - Photos may exist for this station.
 DL1822
 DL1822.The dynamic height is computed by dividing the NAVD 88
 DL1822.geopotential number by the normal gravity value computed on the
 DL1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1822.degrees latitude (g = 980.6199 gals.).
 DL1822
 DL1822.The modeled gravity was interpolated from observed gravity values.
 DL1822
 DL1822;                    North         East    Units  Estimated Accuracy
 DL1822;SPC FL W     -   354,279.8     151,971.6     MT  (+/- 3 meters HH1 GPS) 
 DL1822
 DL1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5323346076(NAD 83)
 DL1822
 DL1822                          SUPERSEDED SURVEY CONTROL
 DL1822
 DL1822.No superseded survey control is available for this station.
 DL1822
 DL1822_MARKER: DD = SURVEY DISK
 DL1822_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DL1822+WITH SETTING: PAVEMENT
 DL1822_SP_SET: SEWAGE LIFT STATION BASE
 DL1822_STAMPING: 6278 J 2007
 DL1822_MARK LOGO: FLDEP
 DL1822_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1822+STABILITY: SURFACE MOTION
 DL1822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1822+SATELLITE: SATELLITE OBSERVATIONS - December 13, 2010
 DL1822
 DL1822  HISTORY     - Date     Condition        Report By
 DL1822  HISTORY     - 20071107 MONUMENTED       FLDEP
 DL1822  HISTORY     - 20101213 GOOD             HSS
 DL1822
 DL1822                          STATION DESCRIPTION
 DL1822
 DL1822'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1822'THE MARK IS ON REDFISH POINT, IN SECTION 10, TOWNSHIP 34 SOUTH, RANGE
 DL1822'18 EAST.
 DL1822'
 DL1822'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1822'LANES (MANATEE AVENUE) AND U.S. BUSINESS HIGHWAY 41 (9TH STREET,
 DL1822'TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. BUSINESS HIGHWAY 41 (9TH
 DL1822'STREET, TAMIAMI TRAIL) FOR 1.65 MI (2.7 KM) TO THE EXIT RAMP TO U.S.
 DL1822'HIGHWAY 301 EAST, TURN RIGHT ON U.S. HIGHWAY 301 AND GO EAST FOR 3.5
 DL1822'MI (5.6 KM) TO THE INTERSTATE 75 OVERPASS, CONTINUE EAST ON U.S.
 DL1822'HIGHWAY 41 FOR 1.05 MI (1.7 KM) TO THE JUNCTION OF AMSTERDAM AVENUE ON
 DL1822'THE RIGHT, TURN RIGHT ON AMSTERDAM AVENUE AND GO SOUTHEAST FOR 0.1 MI
 DL1822'(0.2 KM) TO THE JUNCTION OF HOLLAND STREET ON THE LEFT, TURN LEFT ON
 DL1822'HOLLAND STREET AND GO NORTHEAST FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF
 DL1822'HAGUE DRIVE ON THE RIGHT, TURN RIGHT ON HAGUE DRIVE AND GO SOUTHEAST
 DL1822'FOR 0.2 MI (0.3 KM) TO THE JUNCTION OF EDGEWATER DRIVE ON THE RIGHT,
 DL1822'TURN RIGHT ON EDGEWATER DRIVE AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE
 DL1822'JUNCTION OF DRIFTWOOD DRIVE ON THE LEFT, TURN LEFT ON DRIFTWOOD DRIVE
 DL1822'AND GO SOUTHEAST FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF BAYSHORE
 DL1822'DRIVE ON THE LEFT, TURN LEFT ON BAYSHORE DRIVE AND AND GO SOUTH FOR
 DL1822'0.1 MI (0.2 KM) TO MANATEE COUNTY SEWAGE PUMPING STATION NUMBER 519 ON
 DL1822'THE RIGHT AND THE MARK, SET FLUSH IN THE TOP OF A ROUND CONCRETE BASE
 DL1822'FOR THE SEWAGE PUMP AND 1.6 FT (0.5 M) ABOVE THE LEVEL OF BAYSHORE
 DL1822'DRIVE.
 DL1822'
 DL1822'LOCATED 46.6 FT (14.2 M) WEST OF THE CENTERLINE OF BAYSHORE DRIVE,
 DL1822'38.3 FT (11.7 M) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 DL1822'SERVICE-HANDICAP DRIVE OF THE BAYSHORE DRIVE FITNESS CENTER AT 564
 DL1822'BAYSHORE DRIVE AND 7.55 FT (2.3 M) NORTHEAST OF A CARSONITE WITNESS
 DL1822'POST.
 DL1822
 DL1822                          STATION RECOVERY (2010)
 DL1822
 DL1822'RECOVERY NOTE BY HYATT SURVEY SERVICES 2010 (MW)
 DL1822'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6283 ***********************************************************************
 AG6283  DESIGNATION -  872 6278 TIDAL 3
 AG6283  PID         -  AG6283
 AG6283  STATE/COUNTY-  FL/MANATEE
 AG6283  COUNTRY     -  US
 AG6283  USGS QUAD   -  PARRISH (2018)
 AG6283
 AG6283                         *CURRENT SURVEY CONTROL
 AG6283  ______________________________________________________________________
 AG6283* NAD 83(1986) POSITION- 27 31 43.     (N) 082 29 04.     (W)   SCALED
 AG6283* NAVD 88 ORTHO HEIGHT -     2.001 (meters)        6.56  (feet) ADJUSTED
 AG6283  ______________________________________________________________________
 AG6283  GEOID HEIGHT    -        -24.611 (meters)                     GEOID18
 AG6283  DYNAMIC HEIGHT  -          1.997 (meters)        6.55  (feet) COMP
 AG6283  MODELED GRAVITY -    979,140.1   (mgal)                       NAVD 88
 AG6283
 AG6283  VERT ORDER      -  FIRST     CLASS I
 AG6283
 AG6283.The horizontal coordinates were scaled from a map and have
 AG6283.an estimated accuracy of +/- 6 seconds.
 AG6283
 AG6283.The orthometric height was determined by differential leveling and
 AG6283.adjusted by the NATIONAL GEODETIC SURVEY
 AG6283.in June 1991.
 AG6283
 AG6283.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6283.GEOID18 height accuracy estimate available here.
 AG6283
 AG6283.Click photographs - Photos may exist for this station.
 AG6283
 AG6283.The dynamic height is computed by dividing the NAVD 88
 AG6283.geopotential number by the normal gravity value computed on the
 AG6283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6283.degrees latitude (g = 980.6199 gals.).
 AG6283
 AG6283.The modeled gravity was interpolated from observed gravity values.
 AG6283
 AG6283;                    North         East    Units  Estimated Accuracy
 AG6283;SPC FL W     -   354,070.      152,150.      MT  (+/- 180 meters Scaled)
 AG6283
 AG6283_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL534458(NAD 83)
 AG6283
 AG6283                          SUPERSEDED SURVEY CONTROL
 AG6283
 AG6283  NGVD 29 (??/??/92)    2.30   (m)            7.5    (f) COMPUTED    1 1
 AG6283
 AG6283.Superseded values are not recommended for survey control.
 AG6283
 AG6283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6283.See file dsdata.pdf to determine how the superseded data were derived.
 AG6283
 AG6283_MARKER: DJ = TIDAL STATION DISK
 AG6283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6283_STAMPING: NO 3 1954
 AG6283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6283+STABILITY: SURFACE MOTION
 AG6283
 AG6283  HISTORY     - Date     Condition        Report By
 AG6283  HISTORY     - 1954     MONUMENTED       CGS
 AG6283  HISTORY     - 1966     GOOD             CGS
 AG6283  HISTORY     - 20081106 MARK NOT FOUND   FL-081
 AG6283
 AG6283                          STATION DESCRIPTION
 AG6283
 AG6283'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG6283'3.9 MI E FROM ELLENTON.
 AG6283'ABOUT 3.15 MILES EAST ALONG U.S. HIGHWAY 301 FROM THE POST
 AG6283'OFFICE AT ELLENTON, THENCE ABOUT 0.55 MILE SOUTH ALONG A BLACK
 AG6283'TOPPED AND GRAVELED ROAD, THENCE ABOUT 0.2 MILE SOUTHWEST ALONG
 AG6283'A PRIVATE SAND ROAD, NEAR THE Y JUNCTION OF A SAND ROAD LEADING
 AG6283'TO THE NORTHWEST, 76.0 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION,
 AG6283'22 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD NORTHWEST, 156.0
 AG6283'FEET WEST OF BENCH MARK F 255 DESCRIBED, 7.0 FEET SOUTHWEST
 AG6283'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 AG6283'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT.
 AG6283
 AG6283                          STATION RECOVERY (2008)
 AG6283
 AG6283'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG6283'UNABLE TO LOCATE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7391 ***********************************************************************
 AG7391  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7391  DESIGNATION -  872 6282 A TIDAL
 AG7391  PID         -  AG7391
 AG7391  STATE/COUNTY-  FL/MANATEE
 AG7391  COUNTRY     -  US
 AG7391  USGS QUAD   -  ANNA MARIA (2018)
 AG7391
 AG7391                         *CURRENT SURVEY CONTROL
 AG7391  ______________________________________________________________________
 AG7391* NAD 83(2011) POSITION- 27 31 56.86906(N) 082 43 56.29837(W)   ADJUSTED
 AG7391* NAD 83(2011) ELLIP HT-   -23.649 (meters)        (06/27/12)   ADJUSTED
 AG7391* NAD 83(2011) EPOCH   -  2010.00
 AG7391* NAVD 88 ORTHO HEIGHT -     0.634 (meters)        2.08  (feet) ADJUSTED
 AG7391  ______________________________________________________________________
 AG7391  GEOID HEIGHT    -        -24.330 (meters)                     GEOID18
 AG7391  NAD 83(2011) X  -    715,999.349 (meters)                     COMP
 AG7391  NAD 83(2011) Y  - -5,614,363.986 (meters)                     COMP
 AG7391  NAD 83(2011) Z  -  2,930,649.775 (meters)                     COMP
 AG7391  LAPLACE CORR    -         -1.59  (seconds)                    DEFLEC18
 AG7391  DYNAMIC HEIGHT  -          0.633 (meters)        2.08  (feet) COMP
 AG7391  MODELED GRAVITY -    979,148.9   (mgal)                       NAVD 88
 AG7391
 AG7391  VERT ORDER      -  FIRST     CLASS II
 AG7391
 AG7391  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG7391  Standards:
 AG7391         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG7391            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG7391  -------------------------------------------------------------------
 AG7391  NETWORK    0.63   1.80           0.27   0.24   0.92     -0.06047555
 AG7391  -------------------------------------------------------------------
 AG7391  Click here for local accuracies and other accuracy information.
 AG7391
 AG7391.The horizontal coordinates were established by GPS observations
 AG7391.and adjusted by the National Geodetic Survey in June 2012.
 AG7391
 AG7391.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG7391.been affixed to the stable North American tectonic plate. See 
 AG7391.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG7391
 AG7391.The horizontal coordinates are valid at the epoch date displayed above
 AG7391.which is a decimal equivalence of Year/Month/Day.
 AG7391
 AG7391.The orthometric height was determined by differential leveling and
 AG7391.adjusted by the NATIONAL GEODETIC SURVEY
 AG7391.in June 1991.
 AG7391
 AG7391.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7391.GEOID18 height accuracy estimate available here.
 AG7391
 AG7391.This Tidal Bench Mark is designated as VM 6196
 AG7391.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7391
 AG7391.Click photographs - Photos may exist for this station.
 AG7391
 AG7391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG7391
 AG7391.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG7391
 AG7391.The ellipsoidal height was determined by GPS observations
 AG7391.and is referenced to NAD 83.
 AG7391
 AG7391.The dynamic height is computed by dividing the NAVD 88
 AG7391.geopotential number by the normal gravity value computed on the
 AG7391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7391.degrees latitude (g = 980.6199 gals.).
 AG7391
 AG7391.The modeled gravity was interpolated from observed gravity values.
 AG7391
 AG7391. The following values were computed from the NAD 83(2011) position.
 AG7391
 AG7391;                    North         East     Units Scale Factor Converg.
 AG7391;SPC FL W     -   354,615.358   127,663.728   MT  1.00000574   -0 20 18.7
 AG7391;SPC FL W     - 1,163,433.89    418,843.41   sFT  1.00000574   -0 20 18.7
 AG7391;UTM  17      - 3,046,608.386   328,930.895   MT  0.99996124   -0 48 03.4
 AG7391
 AG7391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG7391!SPC FL W     -   1.00000372  x   1.00000574  =   1.00000946
 AG7391!UTM  17      -   1.00000372  x   0.99996124  =   0.99996495
 AG7391
 AG7391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2893046608(NAD 83)
 AG7391
 AG7391                          SUPERSEDED SURVEY CONTROL
 AG7391
 AG7391  NAD 83(2007)-  27 31 56.86897(N)    082 43 56.29904(W) AD(2002.00) 0
 AG7391  ELLIP H (02/10/07)  -23.621  (m)                       GP(2002.00)    
 AG7391  NAD 83(1999)-  27 31 56.86932(N)    082 43 56.29896(W) AD(       ) B
 AG7391  ELLIP H (05/31/01)  -23.631  (m)                       GP(       ) 5 1
 AG7391  NAD 83(1990)-  27 31 56.86838(N)    082 43 56.29873(W) AD(       ) B
 AG7391  ELLIP H (04/20/00)  -23.609  (m)                       GP(       ) 3 2
 AG7391  NAVD 88               0.63   (m)            2.1    (f) LEVELING    3  
 AG7391
 AG7391.Superseded values are not recommended for survey control.
 AG7391
 AG7391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7391.See file dsdata.pdf to determine how the superseded data were derived.
 AG7391
 AG7391_MARKER: DJ = TIDAL STATION DISK
 AG7391_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7391_SP_SET: BOX DRAIN
 AG7391_STAMPING: 6282 A 1976
 AG7391_MARK LOGO: NOS
 AG7391_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7391_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7391+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2008
 AG7391
 AG7391  HISTORY     - Date     Condition        Report By
 AG7391  HISTORY     - 1976     MONUMENTED       NOS
 AG7391  HISTORY     - 1979     GOOD             FLDNR
 AG7391  HISTORY     - 1983     GOOD             USPSQD
 AG7391  HISTORY     - 1983     GOOD             FLDNR
 AG7391  HISTORY     - 20000228 GOOD             FLDT
 AG7391  HISTORY     - 20020301 GOOD             USPSQD
 AG7391  HISTORY     - 20020415 GOOD             FLDEP
 AG7391  HISTORY     - 20040304 GOOD             USPSQD
 AG7391  HISTORY     - 20060315 GOOD             USPSQD
 AG7391  HISTORY     - 20071214 GOOD             FLDEP
 AG7391  HISTORY     - 20080413 GOOD             USPSQD
 AG7391  HISTORY     - 20090918 GOOD             SUTESO
 AG7391  HISTORY     - 20130418 GOOD             FL-081
 AG7391  HISTORY     - 20200902 GOOD             FL-081
 AG7391
 AG7391                          STATION DESCRIPTION
 AG7391
 AG7391'DESCRIBED BY FL DEPT OF NAT RES 1979
 AG7391'ANNA MARIA.
 AG7391'0.3 MILE NORTHWEST ALONG GULF DRIVE (C 789) FROM THE POST OFFICE IN
 AG7391'ANNA MARIA TO THE JUNCTION OF PINE AVENUE, THENCE 0.5 MILE NORTHEAST
 AG7391'ALONG PINE AVENUE, 20.3 FEET NORTHWEST OF THE CENTERLINE OF THE
 AG7391'AVENUE, 151 FEET SOUTHWEST OF THE CENTERLINE OF GAY BOULEVARD, 6 FEET
 AG7391'SOUTH OF A CHAIN LINK FENCE CORNER, AND 33.5 FEET NORTHEAST OF A 35
 AG7391'MPH SPEED LIMIT SIGN POST.
 AG7391
 AG7391                          STATION RECOVERY (1983)
 AG7391
 AG7391'RECOVERY NOTE BY US POWER SQUADRON 1983
 AG7391'RECOVERED IN GOOD CONDITION.
 AG7391
 AG7391                          STATION RECOVERY (1983)
 AG7391
 AG7391'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7391'RECOVERED IN GOOD CONDITION.
 AG7391
 AG7391                          STATION RECOVERY (2000)
 AG7391
 AG7391'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (CDM)
 AG7391'RECOVERED AS DESCRIBED.
 AG7391
 AG7391                          STATION RECOVERY (2002)
 AG7391
 AG7391'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7391'CHAIN LINK FENCE IS NOW GONE. THERE IS A BLOCK WALL. MARKER IS NOW IN
 AG7391'SIDEWALK. SIDEWALK BUILT AROUND IT.  IT IS BAY BOULEVARD, (NOT GAY).
 AG7391
 AG7391                          STATION RECOVERY (2002)
 AG7391
 AG7391'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (JLM)
 AG7391'RECOVERED AS DESCRIBED.
 AG7391
 AG7391                          STATION RECOVERY (2004)
 AG7391
 AG7391'RECOVERY NOTE BY US POWER SQUADRON 2004 (ELS)
 AG7391'CHAIN LINK FENCE IS GONE.  MARKER IS NOW IN CORNER OF SIDEWALK.  THE
 AG7391'DESCRIPTION SW OF CENTERLINE OF GAY BLVD. SHOULD BE NORTH BAY BLVD.
 AG7391'MARK NOW IS ACROSS PINE AVENUE FROM THE NEW ANNA MARIA POST OFFICE.
 AG7391
 AG7391                          STATION RECOVERY (2006)
 AG7391
 AG7391'RECOVERY NOTE BY US POWER SQUADRON 2006
 AG7391'RECOVERED IN GOOD CONDITION.
 AG7391
 AG7391                          STATION RECOVERY (2007)
 AG7391
 AG7391'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7391'RECOVERED AS DESCRIBED.
 AG7391
 AG7391                          STATION RECOVERY (2008)
 AG7391
 AG7391'RECOVERY NOTE BY US POWER SQUADRON 2008
 AG7391'RECOVERED IN GOOD CONDITION.
 AG7391
 AG7391                          STATION RECOVERY (2009)
 AG7391
 AG7391'RECOVERY NOTE BY SURVTECH SOLUTIONS 2009 (BS)
 AG7391'RECOVERED IN GOOD CONDITION.
 AG7391
 AG7391                          STATION RECOVERY (2013)
 AG7391
 AG7391'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 AG7391'RECOVERED IN GOOD CONDITION.
 AG7391
 AG7391                          STATION RECOVERY (2020)
 AG7391
 AG7391'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (TV)
 AG7391'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7392 ***********************************************************************
 AG7392  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7392  DESIGNATION -  872 6282 B TIDAL
 AG7392  PID         -  AG7392
 AG7392  STATE/COUNTY-  FL/MANATEE
 AG7392  COUNTRY     -  US
 AG7392  USGS QUAD   -  ANNA MARIA (2018)
 AG7392
 AG7392                         *CURRENT SURVEY CONTROL
 AG7392  ______________________________________________________________________
 AG7392* NAD 83(1986) POSITION- 27 31 49.     (N) 082 43 59.     (W)   SCALED
 AG7392* NAVD 88 ORTHO HEIGHT -     1.022 (meters)        3.35  (feet) ADJUSTED
 AG7392  ______________________________________________________________________
 AG7392  GEOID HEIGHT    -        -24.328 (meters)                     GEOID18
 AG7392  DYNAMIC HEIGHT  -          1.020 (meters)        3.35  (feet) COMP
 AG7392  MODELED GRAVITY -    979,148.7   (mgal)                       NAVD 88
 AG7392
 AG7392  VERT ORDER      -  SECOND    CLASS I
 AG7392
 AG7392.The horizontal coordinates were scaled from a map and have
 AG7392.an estimated accuracy of +/- 6 seconds.
 AG7392
 AG7392.The orthometric height was determined by differential leveling and
 AG7392.adjusted by the NATIONAL GEODETIC SURVEY
 AG7392.in June 1991.
 AG7392
 AG7392.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7392.GEOID18 height accuracy estimate available here.
 AG7392
 AG7392.This Tidal Bench Mark is designated as VM 6197
 AG7392.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7392
 AG7392.Click photographs - Photos may exist for this station.
 AG7392
 AG7392.The dynamic height is computed by dividing the NAVD 88
 AG7392.geopotential number by the normal gravity value computed on the
 AG7392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7392.degrees latitude (g = 980.6199 gals.).
 AG7392
 AG7392.The modeled gravity was interpolated from observed gravity values.
 AG7392
 AG7392;                    North         East    Units  Estimated Accuracy
 AG7392;SPC FL W     -   354,370.      127,590.      MT  (+/- 180 meters Scaled)
 AG7392
 AG7392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL288463(NAD 83)
 AG7392
 AG7392                          SUPERSEDED SURVEY CONTROL
 AG7392
 AG7392.No superseded survey control is available for this station.
 AG7392
 AG7392_MARKER: DJ = TIDAL STATION DISK
 AG7392_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7392_SP_SET: SEAWALL
 AG7392_STAMPING: 6282 B 1976
 AG7392_MARK LOGO: NOS
 AG7392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7392+STABILITY: SURFACE MOTION
 AG7392
 AG7392  HISTORY     - Date     Condition        Report By
 AG7392  HISTORY     - 1976     MONUMENTED       NOS
 AG7392  HISTORY     - 1979     GOOD             FLDNR
 AG7392  HISTORY     - 1983     GOOD             FLDNR
 AG7392  HISTORY     - 20020301 MARK NOT FOUND   USPSQD
 AG7392  HISTORY     - 20040304 MARK NOT FOUND   USPSQD
 AG7392  HISTORY     - 20081121 MARK NOT FOUND   FL-081
 AG7392
 AG7392                          STATION DESCRIPTION
 AG7392
 AG7392'DESCRIBED BY FL DEPT OF NAT RES 1979
 AG7392'ANNA MARIA.
 AG7392'0.3 MILE NORTHWEST ALONG GULF DRIVE (C 789) FROM THE POST OFFICE IN
 AG7392'ANNA MARIA TO THE JUNCTION OF PINE AVENUE, THENCE 0.3 MILE NORTHEAST
 AG7392'ALONG PINE AVENUE, 111.8 FEET NORTHWEST OF THE CENTERLINE OF PINE
 AG7392'AVENUE, 36.9 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE AMYC SALES
 AG7392'AND SERVICE BUILDING BOATHOUSE, AND 11.4 FEET NORTHEAST OF THE SOUTH-
 AG7392'WEST CORNER OF A SEAWALL.
 AG7392
 AG7392                          STATION RECOVERY (1983)
 AG7392
 AG7392'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7392'RECOVERED IN GOOD CONDITION EXCEPT CHANGE AMYC SALES AND SERVICE TO
 AG7392'GALATIS BOATS AND MOTORS.
 AG7392
 AG7392                          STATION RECOVERY (2002)
 AG7392
 AG7392'RECOVERY NOTE BY US POWER SQUADRON 2002 (ELS)
 AG7392'MARK APPEARES TO HAVE BEEN PAVED OVER.
 AG7392
 AG7392                          STATION RECOVERY (2004)
 AG7392
 AG7392'RECOVERY NOTE BY US POWER SQUADRON 2004 (ELS)
 AG7392'ASPHALT BOAT YARD HAS BEEN PLOWED UP.  BOATYARD HAS MOVED AND SITE IS
 AG7392'BEING PREPARED FOR CONSTRUCTION.  SEARCHED AREA WERE MARK HAD BEEN
 AG7392'PAVED OVER AND DID NOT LOCATE THE MARK.  PROBABLY DESTROYED WHEN
 AG7392'ASPHALT REMOVED.
 AG7392
 AG7392                          STATION RECOVERY (2008)
 AG7392
 AG7392'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7392'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5816 ***********************************************************************
 DG5816  TIDAL BM    -  This is a Tidal Bench Mark.
 DG5816  DESIGNATION -  872 6282 C TIDAL
 DG5816  PID         -  DG5816
 DG5816  STATE/COUNTY-  FL/MANATEE
 DG5816  COUNTRY     -  US
 DG5816  USGS QUAD   -  ANNA MARIA (2018)
 DG5816
 DG5816                         *CURRENT SURVEY CONTROL
 DG5816  ______________________________________________________________________
 DG5816* NAD 83(1986) POSITION- 27 31 58.     (N) 082 43 54.     (W)   SCALED
 DG5816* NAVD 88 ORTHO HEIGHT -     0.762 (meters)        2.50  (feet) ADJUSTED
 DG5816  ______________________________________________________________________
 DG5816  GEOID HEIGHT    -        -24.331 (meters)                     GEOID18
 DG5816  DYNAMIC HEIGHT  -          0.760 (meters)        2.49  (feet) COMP
 DG5816  MODELED GRAVITY -    979,148.9   (mgal)                       NAVD 88
 DG5816
 DG5816  VERT ORDER      -  FIRST     CLASS II
 DG5816
 DG5816.The horizontal coordinates were scaled from a map and have
 DG5816.an estimated accuracy of +/- 6 seconds.
 DG5816
 DG5816.The orthometric height was determined by differential leveling and
 DG5816.adjusted by the NATIONAL GEODETIC SURVEY
 DG5816.in August 2004.
 DG5816
 DG5816.No vertical observational check was made to the station.
 DG5816
 DG5816.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5816.GEOID18 height accuracy estimate available here.
 DG5816
 DG5816.This Tidal Bench Mark is designated as VM 19899
 DG5816.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DG5816
 DG5816.Click photographs - Photos may exist for this station.
 DG5816
 DG5816.The dynamic height is computed by dividing the NAVD 88
 DG5816.geopotential number by the normal gravity value computed on the
 DG5816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5816.degrees latitude (g = 980.6199 gals.).
 DG5816
 DG5816.The modeled gravity was interpolated from observed gravity values.
 DG5816
 DG5816;                    North         East    Units  Estimated Accuracy
 DG5816;SPC FL W     -   354,650.      127,730.      MT  (+/- 180 meters Scaled)
 DG5816
 DG5816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL289466(NAD 83)
 DG5816
 DG5816                          SUPERSEDED SURVEY CONTROL
 DG5816
 DG5816.No superseded survey control is available for this station.
 DG5816
 DG5816_MARKER: F = FLANGE-ENCASED ROD
 DG5816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG5816_STAMPING: 6282 C 2002
 DG5816_MARK LOGO: NGS
 DG5816_PROJECTION: FLUSH
 DG5816_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5816+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DG5816_ROD/PIPE-DEPTH: 10.9 meters
 DG5816
 DG5816  HISTORY     - Date     Condition        Report By
 DG5816  HISTORY     - 20020416 MONUMENTED       FLDEP
 DG5816  HISTORY     - 20071215 GOOD             FLDEP
 DG5816  HISTORY     - 20080407 GOOD             USPSQD
 DG5816  HISTORY     - 20130418 MARK NOT FOUND   FL-081
 DG5816  HISTORY     - 20230725 GOOD             FL-081
 DG5816
 DG5816                          STATION DESCRIPTION
 DG5816
 DG5816'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5816'THE MARK IS ON ANNA MARIA ISLAND ABOUT 3.0 MI NORTHWEST OF HOLMES
 DG5816'BEACH, IN SECTION 18,  TOWNSHIP 34 SOUTH, RANGE 16 EAST.
 DG5816'
 DG5816'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 64 (MANATEE
 DG5816'AVENUE-DEAD END OF  STATE ROAD 64) AND GULF DRIVE (STATE ROAD 789) IN
 DG5816'HOLMES BEACH, GO NORTHWEST ON GULF  DRIVE (STATE ROAD 789) FOR 2.2 MI
 DG5816'TO THE JUNCTION OF PALM DRIVE, CONTINUE NORTHWEST ON  GULF DRIVE
 DG5816'(STATE ROAD 789) FOR 0.7 MI TO THE JUNCTION OF PINE AVENUE ON THE
 DG5816'RIGHT, TURN  RIGHT ON PINE AVENUE AND GO NORTHEAST FOR 0.5 MI TO THE
 DG5816'T-JUNCTION OF BAY BOULEVARD AND  THE MARK, A STAINLESS STEEL ROD
 DG5816'DRIVEN TO REFUSAL AT A DEPTH OF 35.8 FT WITH A NGS LOGO  CAP RECESSED
 DG5816'0.1 FT BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF SOUTH BAY
 DG5816'BOULEVARD, THE DATUM POINT IS RECESSED 0.1 FT BELOW THE LEVEL OF THE
 DG5816'NGS LOGO CAP.
 DG5816'
 DG5816'LOCATED 57.5 FT NORTHEAST OF THE CENTERLINE OF SOUTH BAY BOULEVARD,
 DG5816'42.0 FT SOUTHEAST  OF THE SOUTHWEST CORNER OF THE ANNA MARIA CITY
 DG5816'PIER, 7.3 FT SOUTHEAST OF THE SOUTHEAST  CORNER OF A TABLE, 1.0 FT
 DG5816'NORTHEAST OF A CARSONITE WITNESS POST AND 0.7 FT NORTHEAST OF  THE
 DG5816'NORTHWEST CORNER OF A WOODEN FENCE.
 DG5816'
 DG5816'NOTE  ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG5816'NOTE  A MAGNET WAS PLACE INSIDE THE NGS LOGO CAP.
 DG5816
 DG5816                          STATION RECOVERY (2007)
 DG5816
 DG5816'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 DG5816'RECOVERED AS DESCRIBED.
 DG5816
 DG5816                          STATION RECOVERY (2008)
 DG5816
 DG5816'RECOVERY NOTE BY US POWER SQUADRON 2008
 DG5816'RECOVERED IN GOOD CONDITION.
 DG5816
 DG5816                          STATION RECOVERY (2013)
 DG5816
 DG5816'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 DG5816'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK DUE TO NEW
 DG5816'CONSTRUCTION.
 DG5816
 DG5816                          STATION RECOVERY (2023)
 DG5816
 DG5816'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2023 (EC)
 DG5816'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5815 ***********************************************************************
 DG5815  TIDAL BM    -  This is a Tidal Bench Mark.
 DG5815  DESIGNATION -  872 6282 D TIDAL
 DG5815  PID         -  DG5815
 DG5815  STATE/COUNTY-  FL/MANATEE
 DG5815  COUNTRY     -  US
 DG5815  USGS QUAD   -  ANNA MARIA (2018)
 DG5815
 DG5815                         *CURRENT SURVEY CONTROL
 DG5815  ______________________________________________________________________
 DG5815* NAD 83(1986) POSITION- 27 31 54.81   (N) 082 43 48.26   (W)   HD_HELD1
 DG5815* NAVD 88 ORTHO HEIGHT -     0.797 (meters)        2.61  (feet) ADJUSTED
 DG5815  ______________________________________________________________________
 DG5815  GEOID HEIGHT    -        -24.333 (meters)                     GEOID18
 DG5815  DYNAMIC HEIGHT  -          0.796 (meters)        2.61  (feet) COMP
 DG5815  MODELED GRAVITY -    979,148.8   (mgal)                       NAVD 88
 DG5815
 DG5815  VERT ORDER      -  FIRST     CLASS II
 DG5815
 DG5815.The horizontal coordinates were determined by differentially corrected
 DG5815.hand held GPS observations or other comparable positioning techniques
 DG5815.and have an estimated accuracy of +/- 3 meters.
 DG5815
 DG5815.The orthometric height was determined by differential leveling and
 DG5815.adjusted by the NATIONAL GEODETIC SURVEY
 DG5815.in August 2004.
 DG5815
 DG5815.No vertical observational check was made to the station.
 DG5815
 DG5815.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5815.GEOID18 height accuracy estimate available here.
 DG5815
 DG5815.This Tidal Bench Mark is designated as VM 19900
 DG5815.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DG5815
 DG5815.Click photographs - Photos may exist for this station.
 DG5815
 DG5815.The dynamic height is computed by dividing the NAVD 88
 DG5815.geopotential number by the normal gravity value computed on the
 DG5815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5815.degrees latitude (g = 980.6199 gals.).
 DG5815
 DG5815.The modeled gravity was interpolated from observed gravity values.
 DG5815
 DG5815;                    North         East    Units  Estimated Accuracy
 DG5815;SPC FL W     -   354,550.7     127,883.9     MT  (+/- 3 meters HH1 GPS) 
 DG5815
 DG5815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2915046541(NAD 83)
 DG5815
 DG5815                          SUPERSEDED SURVEY CONTROL
 DG5815
 DG5815.No superseded survey control is available for this station.
 DG5815
 DG5815_MARKER: F = FLANGE-ENCASED ROD
 DG5815_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG5815_STAMPING: 6282 D 2002
 DG5815_MARK LOGO: NGS
 DG5815_PROJECTION: RECESSED 13 CENTIMETERS
 DG5815_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5815_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5815+SATELLITE: SATELLITE OBSERVATIONS - July 25, 2023
 DG5815_ROD/PIPE-DEPTH: 11.2 meters
 DG5815
 DG5815  HISTORY     - Date     Condition        Report By
 DG5815  HISTORY     - 20020416 MONUMENTED       FLDEP
 DG5815  HISTORY     - 20071215 GOOD             FLDEP
 DG5815  HISTORY     - 20080407 GOOD             USPSQD
 DG5815  HISTORY     - 20130418 GOOD             FL-081
 DG5815  HISTORY     - 20200911 GOOD             FL-081
 DG5815  HISTORY     - 20230725 GOOD             FL-081
 DG5815
 DG5815                          STATION DESCRIPTION
 DG5815
 DG5815'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5815'THE MARK IS ON ANNA MARIA ISLAND ABOUT 3.0 MI NORTHWEST OF HOLMES
 DG5815'BEACH, IN SECTION 18,  TOWNSHIP 34 SOUTH, RANGE 167 EAST.
 DG5815'
 DG5815'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 64 (MANATEE
 DG5815'AVENUE-DEAD END OF  STATE ROAD 64) AND GULF DRIVE (STATE ROAD 789) IN
 DG5815'HOLMES BEACH, GO NORTHWEST ON GULF  DRIVE (STATE ROAD 789) FOR 2.2 MI
 DG5815'TO THE JUNCTION OF PALM DRIVE, CONTINUE NORTHWEST ON  GULF DRIVE
 DG5815'(STATE ROAD 789) FOR 0.7 MI TO THE JUNCTION OF PINE AVENUE ON THE
 DG5815'RIGHT, TURN  RIGHT ON PINE AVENUE AND GO NORTHEAST FOR 0.5 MI TO THE
 DG5815'T-JUNCTION OF BAY BOULEVARD,  TURN RIGHT ON SOUTH BAY BOULEVARD AND GO
 DG5815'SOUTHEAST FOR 0.1 MI TO THE JUNCTION OF  MAGNOLIA AVENUE ON THE RIGHT
 DG5815'AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO  REFUSAL AT
 DG5815'A DEPTH OF 36.7 FT WITH A NGS LOGO CAP RECESSED 0.1 FT BELOW THE LEVEL
 DG5815'OF THE  GROUND AND BELOW THE LEVEL OF SOUTH BAY BOULEVARD, THE DATUM
 DG5815'POINT IS RECESSED 0.4 FT  BELOW THE LEVEL OF THE NGS LOGO CAP.
 DG5815'
 DG5815'LOCATED 39.0 FT NORTHWEST OF POWER POLE NUMBER 502826658 WITH 1 LIGHT
 DG5815'AND 6 GUY WIRES  ATTACHED, 28.5 FT NORTHEAST OF THE CENTERLINE OF
 DG5815'SOUTH BAY BOULEVARD, 19.0 FT  NORTHWEST OF THE EXTENDED CENTERLINE OF
 DG5815'MAGNOLIA AVENUE, 6.5 FT WEST OF A FIRE  HYDRANT, 3.2 FT NORTHWEST OF
 DG5815'THE SOUTHEAST END OF A WOODEN FENCE, 0.9 FT SOUTHWEST OF  A CARSONITE
 DG5815'WITNESS POST AND 0.7 FT SOUTHWEST OF A WOODEN FENCE.
 DG5815'
 DG5815'NOTE  ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG5815'NOTE  A MAGNET WAS PLACE INSIDE THE NGS LOGO CAP.
 DG5815
 DG5815                          STATION RECOVERY (2007)
 DG5815
 DG5815'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 DG5815'RECOVERED AS DESCRIBED.
 DG5815
 DG5815                          STATION RECOVERY (2008)
 DG5815
 DG5815'RECOVERY NOTE BY US POWER SQUADRON 2008
 DG5815'RECOVERED IN GOOD CONDITION.
 DG5815
 DG5815                          STATION RECOVERY (2013)
 DG5815
 DG5815'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 DG5815'RECOVERED IN GOOD CONDITION.
 DG5815
 DG5815                          STATION RECOVERY (2020)
 DG5815
 DG5815'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2020 (BP)
 DG5815'RECOVERED IN GOOD CONDITION.
 DG5815
 DG5815                          STATION RECOVERY (2023)
 DG5815
 DG5815'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2023 (EC)
 DG5815'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DG5817 ***********************************************************************
 DG5817  TIDAL BM    -  This is a Tidal Bench Mark.
 DG5817  DESIGNATION -  872 6282 E TIDAL
 DG5817  PID         -  DG5817
 DG5817  STATE/COUNTY-  FL/MANATEE
 DG5817  COUNTRY     -  US
 DG5817  USGS QUAD   -  ANNA MARIA (2018)
 DG5817
 DG5817                         *CURRENT SURVEY CONTROL
 DG5817  ______________________________________________________________________
 DG5817* NAD 83(1986) POSITION- 27 32 11.     (N) 082 44 18.     (W)   SCALED
 DG5817* NAVD 88 ORTHO HEIGHT -     0.438 (meters)        1.44  (feet) ADJUSTED
 DG5817  ______________________________________________________________________
 DG5817  GEOID HEIGHT    -        -24.322 (meters)                     GEOID18
 DG5817  DYNAMIC HEIGHT  -          0.438 (meters)        1.44  (feet) COMP
 DG5817  MODELED GRAVITY -    979,149.6   (mgal)                       NAVD 88
 DG5817
 DG5817  VERT ORDER      -  FIRST     CLASS II
 DG5817
 DG5817.The horizontal coordinates were scaled from a map and have
 DG5817.an estimated accuracy of +/- 6 seconds.
 DG5817
 DG5817.The orthometric height was determined by differential leveling and
 DG5817.adjusted by the NATIONAL GEODETIC SURVEY
 DG5817.in August 2004.
 DG5817
 DG5817.No vertical observational check was made to the station.
 DG5817
 DG5817.Significant digits in the geoid height do not necessarily reflect accuracy.
 DG5817.GEOID18 height accuracy estimate available here.
 DG5817
 DG5817.This Tidal Bench Mark is designated as VM 19901
 DG5817.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DG5817
 DG5817.Click photographs - Photos may exist for this station.
 DG5817
 DG5817.The dynamic height is computed by dividing the NAVD 88
 DG5817.geopotential number by the normal gravity value computed on the
 DG5817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG5817.degrees latitude (g = 980.6199 gals.).
 DG5817
 DG5817.The modeled gravity was interpolated from observed gravity values.
 DG5817
 DG5817;                    North         East    Units  Estimated Accuracy
 DG5817;SPC FL W     -   355,050.      127,070.      MT  (+/- 180 meters Scaled)
 DG5817
 DG5817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL283470(NAD 83)
 DG5817
 DG5817                          SUPERSEDED SURVEY CONTROL
 DG5817
 DG5817.No superseded survey control is available for this station.
 DG5817
 DG5817_MARKER: F = FLANGE-ENCASED ROD
 DG5817_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG5817_STAMPING: 6282 E 2002
 DG5817_MARK LOGO: NGS
 DG5817_PROJECTION: FLUSH
 DG5817_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DG5817_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG5817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG5817+SATELLITE: SATELLITE OBSERVATIONS - December 15, 2007
 DG5817_ROD/PIPE-DEPTH: 11.3 meters
 DG5817
 DG5817  HISTORY     - Date     Condition        Report By
 DG5817  HISTORY     - 20020417 MONUMENTED       FLDEP
 DG5817  HISTORY     - 20071215 GOOD             FLDEP
 DG5817  HISTORY     - 20080407 MARK NOT FOUND   USPSQD
 DG5817
 DG5817                          STATION DESCRIPTION
 DG5817
 DG5817'DESCRIBED BY FL DEPT OF ENV PRO 2002 (JLM)
 DG5817'THE MARK IS ON ANNA MARIA ISLAND ABOUT 3.5 MI NORTHWEST OF HOLMES
 DG5817'BEACH, IN SECTION 7,  TOWNSHIP 34 SOUTH, RANGE 16 EAST.
 DG5817'
 DG5817'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 64 (MANATEE
 DG5817'AVENUE-DEAD END OF  STATE ROAD 64) AND GULF DRIVE (STATE ROAD 789) IN
 DG5817'HOLMES BEACH, GO NORTHWEST ON GULF  DRIVE (STATE ROAD 789) FOR 2.2 MI
 DG5817'TO THE JUNCTION OF PALM DRIVE, CONTINUE NORTHWEST ON  GULF DRIVE
 DG5817'(STATE ROAD 789) FOR 0.7 MI TO THE JUNCTION OF PINE AVENUE ON THE
 DG5817'RIGHT, TURN  RIGHT ON PINE AVENUE AND GO NORTHEAST FOR 0.5 MI TO THE
 DG5817'T-JUNCTION OF BAY BOULEVARD,  TURN LEFT ON NORTH BAY BOULEVARD AND GO
 DG5817'NORTHWEST FOR 0.4 MI TO THE JUNCTION OF  NORTH SHORE DRIVE ON THE
 DG5817'RIGHT, TURN RIGHT ON NORTH SHORE DRIVE AND GO NORTHWEST  FOR 0.15 MI
 DG5817'TO THE INTERSECTION OF POINSETTIA ROAD AND THE MARK ON THE RIGHT, A
 DG5817'STAINLESS  STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 37.2 FT WITH A
 DG5817'NGS LOGO CAP FLUSH WITH THE  GROUND AND ABOUT 1.0 FT BELOW THE TOP OF
 DG5817'THE SEAWALL, THE DATUM POINT IS RECESSED 0.3  FT BELOW THE LEVEL OF
 DG5817'THE NGS LOGO CAP.
 DG5817'
 DG5817'LOCATED 159.7 FT NORTHEAST OF THE CENTERLINE OF NORTH SHORE DRIVE,
 DG5817'135.0 FT SOUTHEAST  OF THE EXTENDED CENTERLINE OF POINSETTIA ROAD,
 DG5817'62.7 FT NORTHEAST OF THE NORTHEAST  CORNER OF A HOUSE AT 901, 53.0 FT
 DG5817'NORTH OF THE NORTHEAST CORNER OF A HOUSE AT 903, 2.2 FT  SOUTHEAST OF
 DG5817'THE NORTHEAST END OF A 2-FOOT TALL CONCRETE WALL AND 1.1 FT NORTHEAST
 DG5817'OF  A SEAWALL.
 DG5817'
 DG5817'NOTE  ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH NGS LOGO CAP.
 DG5817'NOTE  A MAGNET WAS PLACE INSIDE THE NGS LOGO CAP.
 DG5817
 DG5817                          STATION RECOVERY (2007)
 DG5817
 DG5817'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 DG5817'RECOVERED AS DESCRIBED.
 DG5817
 DG5817                          STATION RECOVERY (2008)
 DG5817
 DG5817'RECOVERY NOTE BY US POWER SQUADRON 2008
 DG5817'A HOLE IN THE BEACH AT THE EXACT SITE WAS FOUND. THE CONCRETE CYLINDER
 DG5817'WAS BROKEN INTO PIECES AND PLACED INTO THE HOLE. THE TOP PIECE WAS
 DG5817'MISSING AND THE DISK WAS NOT FOUND. THIS MARK SHOULD BE CONSIDERED
 DG5817'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5210 ***********************************************************************
 AG5210  DESIGNATION -  872 6282 TIDAL 2
 AG5210  PID         -  AG5210
 AG5210  STATE/COUNTY-  FL/MANATEE
 AG5210  COUNTRY     -  US
 AG5210  USGS QUAD   -  ANNA MARIA (2018)
 AG5210
 AG5210                         *CURRENT SURVEY CONTROL
 AG5210  ______________________________________________________________________
 AG5210* NAD 83(1986) POSITION- 27 31 36.     (N) 082 44 10.     (W)   SCALED
 AG5210* NAVD 88 ORTHO HEIGHT -     0.897 (meters)        2.94  (feet) ADJUSTED
 AG5210  ______________________________________________________________________
 AG5210  GEOID HEIGHT    -        -24.322 (meters)                     GEOID18
 AG5210  DYNAMIC HEIGHT  -          0.896 (meters)        2.94  (feet) COMP
 AG5210  MODELED GRAVITY -    979,148.4   (mgal)                       NAVD 88
 AG5210
 AG5210  VERT ORDER      -  SECOND    CLASS 0
 AG5210
 AG5210.The horizontal coordinates were scaled from a map and have
 AG5210.an estimated accuracy of +/- 6 seconds.
 AG5210
 AG5210.The orthometric height was determined by differential leveling and
 AG5210.adjusted by the NATIONAL GEODETIC SURVEY
 AG5210.in June 1991.
 AG5210
 AG5210.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5210.GEOID18 height accuracy estimate available here.
 AG5210
 AG5210.Click photographs - Photos may exist for this station.
 AG5210
 AG5210.The dynamic height is computed by dividing the NAVD 88
 AG5210.geopotential number by the normal gravity value computed on the
 AG5210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5210.degrees latitude (g = 980.6199 gals.).
 AG5210
 AG5210.The modeled gravity was interpolated from observed gravity values.
 AG5210
 AG5210;                    North         East    Units  Estimated Accuracy
 AG5210;SPC FL W     -   353,980.      127,280.      MT  (+/- 180 meters Scaled)
 AG5210
 AG5210_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285459(NAD 83)
 AG5210
 AG5210                          SUPERSEDED SURVEY CONTROL
 AG5210
 AG5210  NGVD 29 (??/??/92)    1.21   (m)            4.0    (f) COMPUTED    2 0
 AG5210
 AG5210.Superseded values are not recommended for survey control.
 AG5210
 AG5210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5210.See file dsdata.pdf to determine how the superseded data were derived.
 AG5210
 AG5210_MARKER: DJ = TIDAL STATION DISK
 AG5210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5210_STAMPING: NO 2 1933
 AG5210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5210+STABILITY: SURFACE MOTION
 AG5210
 AG5210  HISTORY     - Date     Condition        Report By
 AG5210  HISTORY     - 1933     MONUMENTED       CGS
 AG5210  HISTORY     - 1966     MARK NOT FOUND   CGS
 AG5210  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG5210  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG5210  HISTORY     - 20081121 MARK NOT FOUND   FL-081
 AG5210
 AG5210                          STATION DESCRIPTION
 AG5210
 AG5210'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG5210'AT ANNA MARIA.
 AG5210'AT ANNA MARIA, MANATEE COUNTY, NEAR THE POST OFFICE, 26.5 FEET
 AG5210'NORTHWEST OF THE CENTER LINE OF THE STREET LEADING NORTHEAST TO
 AG5210'THE DOCK, IN THE WEST CORNER OF THE INTERSECTION OF THE WALK
 AG5210'LEADING TO THE OLD CITY OFFICE BUILDING AND THE WALK ALONG THE
 AG5210'STREET IN FRONT OF THE CITY OFFICE (A NEWER AND LARGER WHITE STUCCO
 AG5210'BUILDING CALLED CITY OFFICE AND FIRE DEPARTMENT NOW STANDS SOUTH OF
 AG5210'THE OLD CITY OFFICE BUILDING, NEARER THE STREET AND MORE CONSPICUOUS
 AG5210'THAN THE OLD BUILDING), 27 FEET EAST OF THE EAST CORNER OF THE NEWER
 AG5210'BUILDING, AND AT THE SOUTHEAST END OF THE WALK LEADING TO THE OLD
 AG5210'CITY OFFICE BUILDING.  A STANDARD DISK, STAMPED NO 2 1933 AND SET
 AG5210'IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  NOTE-- BELIEVED
 AG5210'TO HAVE BEEN DESTROYED BY THE CONSTRUCTION OF A BUILDING IN THE
 AG5210'DESCRIBED AREA.
 AG5210
 AG5210                          STATION RECOVERY (1989)
 AG5210
 AG5210'RECOVERY NOTE BY US POWER SQUADRON 1989 (PFH)
 AG5210'MARK NOT FOUND.
 AG5210
 AG5210                          STATION RECOVERY (1990)
 AG5210
 AG5210'RECOVERY NOTE BY US POWER SQUADRON 1990 (PFH)
 AG5210'MARK NOT FOUND.
 AG5210
 AG5210                          STATION RECOVERY (2008)
 AG5210
 AG5210'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG5210'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5209 ***********************************************************************
 AG5209  DESIGNATION -  872 6282 TIDAL 3
 AG5209  PID         -  AG5209
 AG5209  STATE/COUNTY-  FL/MANATEE
 AG5209  COUNTRY     -  US
 AG5209  USGS QUAD   -  ANNA MARIA (2018)
 AG5209
 AG5209                         *CURRENT SURVEY CONTROL
 AG5209  ______________________________________________________________________
 AG5209* NAD 83(1986) POSITION- 27 31 36.     (N) 082 44 12.     (W)   SCALED
 AG5209* NAVD 88 ORTHO HEIGHT -     1.052 (meters)        3.45  (feet) ADJUSTED
 AG5209  ______________________________________________________________________
 AG5209  GEOID HEIGHT    -        -24.321 (meters)                     GEOID18
 AG5209  DYNAMIC HEIGHT  -          1.051 (meters)        3.45  (feet) COMP
 AG5209  MODELED GRAVITY -    979,148.4   (mgal)                       NAVD 88
 AG5209
 AG5209  VERT ORDER      -  SECOND    CLASS 0
 AG5209
 AG5209.The horizontal coordinates were scaled from a map and have
 AG5209.an estimated accuracy of +/- 6 seconds.
 AG5209
 AG5209.The orthometric height was determined by differential leveling and
 AG5209.adjusted by the NATIONAL GEODETIC SURVEY
 AG5209.in June 1991.
 AG5209
 AG5209.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5209.GEOID18 height accuracy estimate available here.
 AG5209
 AG5209.Click photographs - Photos may exist for this station.
 AG5209
 AG5209.The dynamic height is computed by dividing the NAVD 88
 AG5209.geopotential number by the normal gravity value computed on the
 AG5209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5209.degrees latitude (g = 980.6199 gals.).
 AG5209
 AG5209.The modeled gravity was interpolated from observed gravity values.
 AG5209
 AG5209;                    North         East    Units  Estimated Accuracy
 AG5209;SPC FL W     -   353,980.      127,230.      MT  (+/- 180 meters Scaled)
 AG5209
 AG5209_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL284459(NAD 83)
 AG5209
 AG5209                          SUPERSEDED SURVEY CONTROL
 AG5209
 AG5209  NGVD 29 (??/??/92)    1.36   (m)            4.5    (f) COMPUTED    2 0
 AG5209
 AG5209.Superseded values are not recommended for survey control.
 AG5209
 AG5209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5209.See file dsdata.pdf to determine how the superseded data were derived.
 AG5209
 AG5209_MARKER: DJ = TIDAL STATION DISK
 AG5209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5209_STAMPING: NO 3 1933
 AG5209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5209+STABILITY: SURFACE MOTION
 AG5209
 AG5209  HISTORY     - Date     Condition        Report By
 AG5209  HISTORY     - 1933     MONUMENTED       CGS
 AG5209  HISTORY     - 1966     MARK NOT FOUND   CGS
 AG5209  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG5209  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG5209  HISTORY     - 20081121 MARK NOT FOUND   FL-081
 AG5209
 AG5209                          STATION DESCRIPTION
 AG5209
 AG5209'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG5209'AT ANNA MARIA.
 AG5209'AT ANNA MARIA, MANATEE COUNTY, 188 FEET NORTHEAST OF A STREET
 AG5209'INTERSECTION, 47 FEET SOUTHEAST OF THE CENTER LINE OF THE STREET,
 AG5209'AT THE OLD ELEMENTARY SCHOOL BUILDING NOW OCCUPIED BY THE ANNA
 AG5209'MARIA YOUTH CENTER, AT THE FRONT OR NORTHWEST SIDE OF THE BUILDING,
 AG5209'6.9 FEET NORTHEAST OF THE WEST CORNER, 2.2 FEET SOUTHWEST OF THE
 AG5209'SOUTHWEST WALL OF THE COVERED ENTRANCE, AND 1.2 FEET NORTHWEST
 AG5209'OF THE NORTHWEST WALL.  A STANDARD DISK, STAMPED NO 3 1933 AND
 AG5209'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 AG5209'NOTE-- BELIEVED TO HAVE BEEN DESTROYED BY BUILDING CONSTRUCTION
 AG5209'IN THE DESCRIBED AREA.
 AG5209
 AG5209                          STATION RECOVERY (1989)
 AG5209
 AG5209'RECOVERY NOTE BY US POWER SQUADRON 1989 (PFH)
 AG5209'MARK NOT FOUND.
 AG5209
 AG5209                          STATION RECOVERY (1990)
 AG5209
 AG5209'RECOVERY NOTE BY US POWER SQUADRON 1990 (PFH)
 AG5209'MARK NOT FOUND.
 AG5209
 AG5209                          STATION RECOVERY (2008)
 AG5209
 AG5209'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG5209'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5208 ***********************************************************************
 AG5208  DESIGNATION -  872 6282 TIDAL 4
 AG5208  PID         -  AG5208
 AG5208  STATE/COUNTY-  FL/MANATEE
 AG5208  COUNTRY     -  US
 AG5208  USGS QUAD   -  ANNA MARIA (2018)
 AG5208
 AG5208                         *CURRENT SURVEY CONTROL
 AG5208  ______________________________________________________________________
 AG5208* NAD 83(1986) POSITION- 27 31 37.     (N) 082 44 10.     (W)   SCALED
 AG5208* NAVD 88 ORTHO HEIGHT -     1.704 (meters)        5.59  (feet) ADJUSTED
 AG5208  ______________________________________________________________________
 AG5208  GEOID HEIGHT    -        -24.322 (meters)                     GEOID18
 AG5208  DYNAMIC HEIGHT  -          1.701 (meters)        5.58  (feet) COMP
 AG5208  MODELED GRAVITY -    979,148.4   (mgal)                       NAVD 88
 AG5208
 AG5208  VERT ORDER      -  FIRST     CLASS I
 AG5208
 AG5208.The horizontal coordinates were scaled from a map and have
 AG5208.an estimated accuracy of +/- 6 seconds.
 AG5208
 AG5208.The orthometric height was determined by differential leveling and
 AG5208.adjusted by the NATIONAL GEODETIC SURVEY
 AG5208.in June 1991.
 AG5208
 AG5208.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5208.GEOID18 height accuracy estimate available here.
 AG5208
 AG5208.Click photographs - Photos may exist for this station.
 AG5208
 AG5208.The dynamic height is computed by dividing the NAVD 88
 AG5208.geopotential number by the normal gravity value computed on the
 AG5208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5208.degrees latitude (g = 980.6199 gals.).
 AG5208
 AG5208.The modeled gravity was interpolated from observed gravity values.
 AG5208
 AG5208;                    North         East    Units  Estimated Accuracy
 AG5208;SPC FL W     -   354,010.      127,280.      MT  (+/- 180 meters Scaled)
 AG5208
 AG5208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285460(NAD 83)
 AG5208
 AG5208                          SUPERSEDED SURVEY CONTROL
 AG5208
 AG5208  NGVD 29 (??/??/92)    2.007  (m)            6.58   (f) ADJ UNCH    1 1
 AG5208
 AG5208.Superseded values are not recommended for survey control.
 AG5208
 AG5208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5208.See file dsdata.pdf to determine how the superseded data were derived.
 AG5208
 AG5208_MARKER: DJ = TIDAL STATION DISK
 AG5208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5208_STAMPING: NO 4 1933
 AG5208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5208+STABILITY: SURFACE MOTION
 AG5208_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG5208+SATELLITE: SATELLITE OBSERVATIONS - October 26, 2009
 AG5208
 AG5208  HISTORY     - Date     Condition        Report By
 AG5208  HISTORY     - 1933     MONUMENTED       CGS
 AG5208  HISTORY     - 1966     GOOD             CGS
 AG5208  HISTORY     - 1979     MARK NOT FOUND   FLDNR
 AG5208  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG5208  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG5208  HISTORY     - 20081121 MARK NOT FOUND   FL-081
 AG5208  HISTORY     - 20091026 GOOD             LMAI
 AG5208  HISTORY     - 20130418 MARK NOT FOUND   FL-081
 AG5208
 AG5208                          STATION DESCRIPTION
 AG5208
 AG5208'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG5208'AT ANNA MARIA.
 AG5208'AT ANNA MARIA, ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 789
 AG5208'FROM THE POST OFFICE, NEAR THE INTERSECTION OF PINE AVENUE, AT THE
 AG5208'COMMUNITY HOUSE, 80.0 FEET SOUTHEAST OF THE CENTER LINE OF THE
 AG5208'AVENUE, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVE THAT
 AG5208'CIRCLES THE COMMUNITY HOUSE, 5.4 FEET NORTHEAST OF THE NORTH
 AG5208'CORNER OF A CONCRETE SLAB AT THE FOOT OF THE STEPS AT THE NORTHEAST
 AG5208'OR BACK ENTRANCE OF THE BUILDING, 46.0 FEET SOUTHEAST OF THE NORTH
 AG5208'CORNER OF THE BUILDING, 3 FEET NORTHWEST OF THE CENTER LINE OF THE
 AG5208'ENTRANCE, ABOUT LEVEL WITH THE AVENUE AND SET IN THE TOP OF A
 AG5208'CONCRETE POST THAT IS ABOUT 0.2 FOOT UNDERGROUND.
 AG5208
 AG5208                          STATION RECOVERY (1979)
 AG5208
 AG5208'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AG5208'MARK IS BELIEVED TO BE DESTROYED DUE TO THE ADDITIONAL CONSTRUCTION TO
 AG5208'THE COMMUNITY HOUSE.
 AG5208
 AG5208                          STATION RECOVERY (1989)
 AG5208
 AG5208'RECOVERY NOTE BY US POWER SQUADRON 1989 (PFH)
 AG5208'MARK NOT FOUND.
 AG5208
 AG5208                          STATION RECOVERY (1990)
 AG5208
 AG5208'RECOVERY NOTE BY US POWER SQUADRON 1990 (PFH)
 AG5208'MARK NOT FOUND.
 AG5208
 AG5208                          STATION RECOVERY (2008)
 AG5208
 AG5208'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG5208'MARK NOT FOUND.
 AG5208
 AG5208                          STATION RECOVERY (2009)
 AG5208
 AG5208'RECOVERY NOTE BY LEO MILLS AND ASSOCIATES INC 2009 (LS)
 AG5208'RECOVERED AS DESCRIBED
 AG5208
 AG5208                          STATION RECOVERY (2013)
 AG5208
 AG5208'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2013 (TC)
 AG5208'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5206 ***********************************************************************
 AG5206  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5206  DESIGNATION -  872 6282 TIDAL 5
 AG5206  PID         -  AG5206
 AG5206  STATE/COUNTY-  FL/MANATEE
 AG5206  COUNTRY     -  US
 AG5206  USGS QUAD   -  ANNA MARIA (2018)
 AG5206
 AG5206                         *CURRENT SURVEY CONTROL
 AG5206  ______________________________________________________________________
 AG5206* NAD 83(1986) POSITION- 27 31 54.     (N) 082 43 50.     (W)   SCALED
 AG5206* NAVD 88 ORTHO HEIGHT -     0.668 (meters)        2.19  (feet) ADJUSTED
 AG5206  ______________________________________________________________________
 AG5206  GEOID HEIGHT    -        -24.332 (meters)                     GEOID18
 AG5206  DYNAMIC HEIGHT  -          0.666 (meters)        2.19  (feet) COMP
 AG5206  MODELED GRAVITY -    979,148.8   (mgal)                       NAVD 88
 AG5206
 AG5206  VERT ORDER      -  FIRST     CLASS I
 AG5206
 AG5206.The horizontal coordinates were scaled from a map and have
 AG5206.an estimated accuracy of +/- 6 seconds.
 AG5206
 AG5206.The orthometric height was determined by differential leveling and
 AG5206.adjusted by the NATIONAL GEODETIC SURVEY
 AG5206.in June 1991.
 AG5206
 AG5206.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5206.GEOID18 height accuracy estimate available here.
 AG5206
 AG5206.This Tidal Bench Mark is designated as VM 6193
 AG5206.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG5206
 AG5206.Click photographs - Photos may exist for this station.
 AG5206
 AG5206.The dynamic height is computed by dividing the NAVD 88
 AG5206.geopotential number by the normal gravity value computed on the
 AG5206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5206.degrees latitude (g = 980.6199 gals.).
 AG5206
 AG5206.The modeled gravity was interpolated from observed gravity values.
 AG5206
 AG5206;                    North         East    Units  Estimated Accuracy
 AG5206;SPC FL W     -   354,530.      127,840.      MT  (+/- 180 meters Scaled)
 AG5206
 AG5206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL291465(NAD 83)
 AG5206
 AG5206                          SUPERSEDED SURVEY CONTROL
 AG5206
 AG5206  NGVD 29 (??/??/92)    0.973  (m)            3.19   (f) ADJ UNCH    1 1
 AG5206
 AG5206.Superseded values are not recommended for survey control.
 AG5206
 AG5206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5206.See file dsdata.pdf to determine how the superseded data were derived.
 AG5206
 AG5206_MARKER: DJ = TIDAL STATION DISK
 AG5206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5206_STAMPING: NO 5 NO 5 1933
 AG5206_MARK LOGO: CGS
 AG5206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5206+STABILITY: SURFACE MOTION
 AG5206
 AG5206  HISTORY     - Date     Condition        Report By
 AG5206  HISTORY     - 1933     MONUMENTED       CGS
 AG5206  HISTORY     - 1966     GOOD             CGS
 AG5206  HISTORY     - 1975     GOOD             LOCSUR
 AG5206  HISTORY     - 1979     GOOD             FLDNR
 AG5206  HISTORY     - 1983     GOOD             FLDNR
 AG5206  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG5206  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG5206  HISTORY     - 20081121 MARK NOT FOUND   FL-081
 AG5206
 AG5206                          STATION DESCRIPTION
 AG5206
 AG5206'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG5206'AT ANNA MARIA.
 AG5206'AT ANNA MARIA, ABOUT 0.1 MILE NORTHWEST ALONG STATE HIGHWAY 789
 AG5206'FROM THE POST OFFICE, THENCE ABOUT 0.5 MILE NORTHEAST ALONG PINE
 AG5206'AVENUE, THENCE 0.1 MILE SOUTHEAST ALONG BAY BOULEVARD, ABOUT 138
 AG5206'YARDS SOUTHEAST OF THE SOUTHWEST END OF THE ANNA MARIA CITY FISHING
 AG5206'PIER, NEAR THE JUNCTION OF SPRING AVENUE, 19 FEET SOUTHWEST OF THE
 AG5206'CENTER LINE OF THE BOULEVARD, 41 FEET SOUTHEAST OF THE CENTER LINE
 AG5206'OF THE AVENUE, 0.7 FOOT NORTHEAST OF THE NORTHEAST END OF SIDEWALK
 AG5206'ALONG THE BOULEVARD, 7 1/2 FEET NORTHEAST OF A TELEPHONE POLE,
 AG5206'1.5 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 AG5206'BOULEVARD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 AG5206'GROUND.
 AG5206
 AG5206                          STATION RECOVERY (1975)
 AG5206
 AG5206'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1975
 AG5206'RECOVERED IN GOOD CONDITION.
 AG5206
 AG5206                          STATION RECOVERY (1979)
 AG5206
 AG5206'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 AG5206'RECOVERED IN GOOD CONDITION.
 AG5206
 AG5206                          STATION RECOVERY (1983)
 AG5206
 AG5206'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG5206'RECOVERED IN GOOD CONDITION EXCEPT THE SIDEWALK IS BURIED AND THE MARK
 AG5206'IS ABOUT 8 INCHES BELOW GROUND.  ALSO, THE FIRST 5 IN THE STAMPING IS
 AG5206'ILLEGIBLE.  STAMPING--NO NO 5 1933.
 AG5206
 AG5206                          STATION RECOVERY (1989)
 AG5206
 AG5206'RECOVERY NOTE BY US POWER SQUADRON 1989 (PFH)
 AG5206'MARK NOT FOUND.
 AG5206
 AG5206                          STATION RECOVERY (1990)
 AG5206
 AG5206'RECOVERY NOTE BY US POWER SQUADRON 1990 (PFH)
 AG5206'MARK NOT FOUND.
 AG5206
 AG5206                          STATION RECOVERY (2008)
 AG5206
 AG5206'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG5206'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7621 ***********************************************************************
 AG7621  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7621  DESIGNATION -  872 6311 A TIDAL
 AG7621  PID         -  AG7621
 AG7621  STATE/COUNTY-  FL/MANATEE
 AG7621  COUNTRY     -  US
 AG7621  USGS QUAD   -  PALMETTO (2018)
 AG7621
 AG7621                         *CURRENT SURVEY CONTROL
 AG7621  ______________________________________________________________________
 AG7621* NAD 83(1986) POSITION- 27 33 59.89   (N) 082 35 07.62   (W)   HD_HELD1
 AG7621* NAVD 88 ORTHO HEIGHT -     0.949 (meters)        3.11  (feet) ADJUSTED
 AG7621  ______________________________________________________________________
 AG7621  GEOID HEIGHT    -        -24.513 (meters)                     GEOID18
 AG7621  DYNAMIC HEIGHT  -          0.947 (meters)        3.11  (feet) COMP
 AG7621  MODELED GRAVITY -    979,147.8   (mgal)                       NAVD 88
 AG7621
 AG7621  VERT ORDER      -  FIRST     CLASS II
 AG7621
 AG7621.The horizontal coordinates were determined by differentially corrected
 AG7621.hand held GPS observations or other comparable positioning techniques
 AG7621.and have an estimated accuracy of +/- 3 meters.
 AG7621
 AG7621.The orthometric height was determined by differential leveling and
 AG7621.adjusted by the NATIONAL GEODETIC SURVEY
 AG7621.in July 2009.
 AG7621
 AG7621.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7621.GEOID18 height accuracy estimate available here.
 AG7621
 AG7621.This Tidal Bench Mark is designated as VM 6198
 AG7621.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7621
 AG7621.Click photographs - Photos may exist for this station.
 AG7621
 AG7621.The dynamic height is computed by dividing the NAVD 88
 AG7621.geopotential number by the normal gravity value computed on the
 AG7621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7621.degrees latitude (g = 980.6199 gals.).
 AG7621
 AG7621.The modeled gravity was interpolated from observed gravity values.
 AG7621
 AG7621;                    North         East    Units  Estimated Accuracy
 AG7621;SPC FL W     -   358,324.9     142,188.1     MT  (+/- 3 meters HH1 GPS) 
 AG7621
 AG7621_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4348350200(NAD 83)
 AG7621
 AG7621                          SUPERSEDED SURVEY CONTROL
 AG7621
 AG7621  NAVD 88 (06/15/91)    0.947  (m)            3.11   (f) SUPERSEDED  2 1
 AG7621
 AG7621.Superseded values are not recommended for survey control.
 AG7621
 AG7621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7621.See file dsdata.pdf to determine how the superseded data were derived.
 AG7621
 AG7621_MARKER: DJ = TIDAL STATION DISK
 AG7621_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7621_SP_SET: SEAWALL
 AG7621_STAMPING: 6311 A 1977
 AG7621_MARK LOGO: NOS
 AG7621_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7621+STABILITY: SURFACE MOTION
 AG7621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7621+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2023
 AG7621
 AG7621  HISTORY     - Date     Condition        Report By
 AG7621  HISTORY     - 1977     MONUMENTED       NOS
 AG7621  HISTORY     - 1982     GOOD             FLDNR
 AG7621  HISTORY     - 20030306 GOOD             USPSQD
 AG7621  HISTORY     - 20070830 GOOD             FLDEP
 AG7621  HISTORY     - 20081112 GOOD             FL-081
 AG7621  HISTORY     - 20121219 GOOD             FL-081
 AG7621  HISTORY     - 20231208 GOOD             FLDEP
 AG7621
 AG7621                          STATION DESCRIPTION
 AG7621
 AG7621'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7621'3.0 MI SW FROM RUBONIA.
 AG7621'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7621'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO THE INTERSECTION OF
 AG7621'BAYSHORE DRIVE, GO 0.9 MILE WESTERLY ON BAYSHORE DRIVE TO THE MARK.
 AG7621'THE MARK BEARS 40.2 FEET SOUTHEAST OF THE CENTERLINE OF BAYSHORE
 AG7621'DRIVE, 53 FEET EAST OF THE JUNCTION OF LILES STREET, AND 6.2 FEET
 AG7621'SOUTH OF THE NORTH END OF THE SEAWALL.
 AG7621
 AG7621                          STATION RECOVERY (2003)
 AG7621
 AG7621'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7621'RECOVERED IN GOOD CONDITION.
 AG7621
 AG7621                          STATION RECOVERY (2007)
 AG7621
 AG7621'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7621'THE MARK IS ABOUT 15.0 MI (24.1 KM) SOUTHEAST OF SAINT PETERSBURG, 3.3
 AG7621'MI (8.8 KM) NORTH OF PALMETTO, 3.0 MI (2.4 KM) SOUTHWEST OF RUBONIA,
 AG7621'IN SECTION 34, TOWNSHIP 33 SOUTH, RANGE 17 EAST.
 AG7621'
 AG7621'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 AG7621'LANES (MANATEE AVENUE) AND U.S. HIGHWAY 41 (1ST STREET, U.S. HIGHWAY
 AG7621'301, TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. HIGHWAY 41 (1ST
 AG7621'STREET, U.S. HIGHWAY 301, TAMIAMI TRAIL) FOR 1.75 MI (2.8 KM) TO THE
 AG7621'UNDERPASS OF 10TH STREET (U.S. HIGHWAY 301 EAST), CONTINUE NORTH ON
 AG7621'U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 2.05 MI (3.3 KM) TO THE JUNCTION
 AG7621'OF U.S. HIGHWAY 19 NORTH (SUNSHINE SKYWAY BRIDGE) ON THE LEFT, TURN
 AG7621'LEFT ON U.S. HIGHWAY 19 (SUNSHINE SKYWAY BRIDGE) AND GO
 AG7621'NORTH-NORTHWESTERLY FOR 1.75 MI (2.8 KM) TO THE INTERSECTION OF
 AG7621'BAYSHORE DRIVE, TURN LEFT ON BAYSHORE DRIVE AND GO WEST FOR 0.85 MI
 AG7621'(1.4 KM) TO THE JUNCTION OF LILES STREET ON THE RIGHT AND THE MARK ON
 AG7621'THE LEFT, SET FLUSH IN THE TOP OF A SEAWALL AND ABOUT LEVEL WITH
 AG7621'BAYSHORE ROAD.
 AG7621'
 AG7621'LOCATED 58.5 FT (17.8 M) SOUTHWEST OF AN NOS TIDAL DISK STAMPED 6311 B
 AG7621'1977, 41.0 FT (12.5 M) SOUTHEAST OF THE CENTERLINE OF BAYSHORE DRIVE,
 AG7621'25.0 FT (7.6 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE WOODEN DOCK,
 AG7621'20.0 FT (6.1 M) SOUTHWEST OF THE EXTENDED CENTERLINE OF LILES STREET
 AG7621'AND 0.6 FT (0.2 M) SOUTHEAST OF THE NORTHWEST CORNER OF THE SEAWALL.
 AG7621
 AG7621                          STATION RECOVERY (2008)
 AG7621
 AG7621'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7621'RECOVERED IN GOOD CONDITION.
 AG7621
 AG7621                          STATION RECOVERY (2012)
 AG7621
 AG7621'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KW)
 AG7621'RECOVERED AS DESCRIBED.
 AG7621
 AG7621                          STATION RECOVERY (2023)
 AG7621
 AG7621'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (DMP)
 AG7621'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7620 ***********************************************************************
 AG7620  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7620  DESIGNATION -  872 6311 B TIDAL
 AG7620  PID         -  AG7620
 AG7620  STATE/COUNTY-  FL/MANATEE
 AG7620  COUNTRY     -  US
 AG7620  USGS QUAD   -  PALMETTO (2018)
 AG7620
 AG7620                         *CURRENT SURVEY CONTROL
 AG7620  ______________________________________________________________________
 AG7620* NAD 83(1986) POSITION- 27 34 00.28   (N) 082 35 07.14   (W)   HD_HELD1
 AG7620* NAVD 88 ORTHO HEIGHT -     1.193 (meters)        3.91  (feet) ADJUSTED
 AG7620  ______________________________________________________________________
 AG7620  GEOID HEIGHT    -        -24.514 (meters)                     GEOID18
 AG7620  DYNAMIC HEIGHT  -          1.191 (meters)        3.91  (feet) COMP
 AG7620  MODELED GRAVITY -    979,147.8   (mgal)                       NAVD 88
 AG7620
 AG7620  VERT ORDER      -  FIRST     CLASS II
 AG7620
 AG7620.The horizontal coordinates were determined by differentially corrected
 AG7620.hand held GPS observations or other comparable positioning techniques
 AG7620.and have an estimated accuracy of +/- 3 meters.
 AG7620
 AG7620.The orthometric height was determined by differential leveling and
 AG7620.adjusted by the NATIONAL GEODETIC SURVEY
 AG7620.in April 2024.
 AG7620
 AG7620.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7620.GEOID18 height accuracy estimate available here.
 AG7620
 AG7620.This Tidal Bench Mark is designated as VM 6199
 AG7620.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7620
 AG7620.Click photographs - Photos may exist for this station.
 AG7620
 AG7620.The dynamic height is computed by dividing the NAVD 88
 AG7620.geopotential number by the normal gravity value computed on the
 AG7620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7620.degrees latitude (g = 980.6199 gals.).
 AG7620
 AG7620.The modeled gravity was interpolated from observed gravity values.
 AG7620
 AG7620;                    North         East    Units  Estimated Accuracy
 AG7620;SPC FL W     -   358,336.8     142,201.4     MT  (+/- 3 meters HH1 GPS) 
 AG7620
 AG7620_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4349750212(NAD 83)
 AG7620
 AG7620                          SUPERSEDED SURVEY CONTROL
 AG7620
 AG7620  NAVD 88 (06/15/91)    1.197  (m)            3.93   (f) SUPERSEDED  1 2
 AG7620
 AG7620.Superseded values are not recommended for survey control.
 AG7620
 AG7620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7620.See file dsdata.pdf to determine how the superseded data were derived.
 AG7620
 AG7620_MARKER: DJ = TIDAL STATION DISK
 AG7620_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7620_SP_SET: SEAWALL
 AG7620_STAMPING: 6311 B 1977
 AG7620_MARK LOGO: NOS
 AG7620_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7620+STABILITY: SURFACE MOTION
 AG7620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7620+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2023
 AG7620
 AG7620  HISTORY     - Date     Condition        Report By
 AG7620  HISTORY     - 1977     MONUMENTED       NOS
 AG7620  HISTORY     - 1982     GOOD             FLDNR
 AG7620  HISTORY     - 1990     GOOD             USPSQD
 AG7620  HISTORY     - 20030306 GOOD             USPSQD
 AG7620  HISTORY     - 20070830 GOOD             FLDEP
 AG7620  HISTORY     - 20081112 GOOD             FL-081
 AG7620  HISTORY     - 20121219 GOOD             FL-081
 AG7620  HISTORY     - 20231208 GOOD             FLDEP
 AG7620
 AG7620                          STATION DESCRIPTION
 AG7620
 AG7620'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7620'3.0 MI SW FROM RUBONIA.
 AG7620'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7620'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO THE INTERSECTION OF
 AG7620'BAYSHORE DRIVE, GO 0.9 MILE WESTERLY ON BAYSHORE DRIVE TO THE MARK.
 AG7620'THE MARK BEARS 58.8 FEET NORTHEAST OF THE SOUTHWEST CORNER OF A
 AG7620'SEAWALL, 44 FEET SOUTHEAST OF THE CENTERLINE OF BAYSHORE DRIVE,
 AG7620'1 FOOT NORTHWEST OF THE WATERS EDGE AT THE SEAWALL, AND 42 FEET
 AG7620'SOUTH OF TIDAL BENCH MARK 6311 C 1977.
 AG7620
 AG7620                          STATION RECOVERY (1990)
 AG7620
 AG7620'RECOVERY NOTE BY US POWER SQUADRON 1990 (EWB)
 AG7620'RECOVERED IN GOOD CONDITION.
 AG7620
 AG7620                          STATION RECOVERY (2003)
 AG7620
 AG7620'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7620'RECOVERED IN GOOD CONDITION.
 AG7620
 AG7620                          STATION RECOVERY (2007)
 AG7620
 AG7620'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7620'THE MARK IS ABOUT 15.0 MI (24.1 KM) SOUTHEAST OF SAINT PETERSBURG, 3.3
 AG7620'MI (8.8 KM) NORTH OF PALMETTO, 3.0 MI (2.4 KM) SOUTHWEST OF RUBONIA,
 AG7620'IN SECTION 34, TOWNSHIP 33 SOUTH, RANGE 17 EAST.
 AG7620'
 AG7620'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 AG7620'LANES (MANATEE AVENUE) AND U.S. HIGHWAY 41 (1ST STREET, U.S. HIGHWAY
 AG7620'301, TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. HIGHWAY 41 (1ST
 AG7620'STREET, U.S. HIGHWAY 301, TAMIAMI TRAIL) FOR 1.75 MI (2.8 KM) TO THE
 AG7620'UNDERPASS OF 10TH STREET (U.S. HIGHWAY 301 EAST), CONTINUE NORTH ON
 AG7620'U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 2.05 MI (3.3 KM) TO THE JUNCTION
 AG7620'OF U.S. HIGHWAY 19 NORTH (SUNSHINE SKYWAY BRIDGE) ON THE LEFT, TURN
 AG7620'LEFT ON U.S. HIGHWAY 19 (SUNSHINE SKYWAY BRIDGE) AND GO
 AG7620'NORTH-NORTHWESTERLY FOR 1.75 MI (2.8 KM) TO THE INTERSECTION OF
 AG7620'BAYSHORE DRIVE, TURN LEFT ON BAYSHORE DRIVE AND GO WEST FOR 0.85 MI
 AG7620'(1.4 KM) TO THE JUNCTION OF LILES STREET ON THE RIGHT AND THE MARK ON
 AG7620'THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE SEAWALL ABOUT 1.5 FT (0.5
 AG7620'M) ABOVE THE LEVEL OF BAYSHORE DRIVE.
 AG7620'
 AG7620'LOCATED 58.5 FT (17.8 M) NORTHEAST OF AN NOS TIDAL DISK STAMPED 6311 A
 AG7620'1977, 44.5 FT (13.6 M) SOUTHEAST OF THE CENTERLINE OF BAYSHORE DRIVE,
 AG7620'35.0 FT (10.7 M) NORTHEAST OF THE EXTENDED CENTERLINE OF LILES STREET,
 AG7620'29.0 FT (8.8 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A WOODEN
 AG7620'DOCK AND 2.5 FT (0.8 M) SOUTH-SOUTHWEST OF A 24-INCH (61 CM) PALM
 AG7620'TREE.
 AG7620
 AG7620                          STATION RECOVERY (2008)
 AG7620
 AG7620'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7620'RECOVERED IN GOOD CONDITION.
 AG7620
 AG7620                          STATION RECOVERY (2012)
 AG7620
 AG7620'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KW)
 AG7620'RECOVERED AS DESCRIBED.
 AG7620
 AG7620                          STATION RECOVERY (2023)
 AG7620
 AG7620'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (DMP)
 AG7620'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7619 ***********************************************************************
 AG7619  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7619  DESIGNATION -  872 6311 C TIDAL
 AG7619  PID         -  AG7619
 AG7619  STATE/COUNTY-  FL/MANATEE
 AG7619  COUNTRY     -  US
 AG7619  USGS QUAD   -  PALMETTO (2018)
 AG7619
 AG7619                         *CURRENT SURVEY CONTROL
 AG7619  ______________________________________________________________________
 AG7619* NAD 83(1986) POSITION- 27 34 02.     (N) 082 35 08.     (W)   SCALED
 AG7619* NAVD 88 ORTHO HEIGHT -     1.070 (meters)        3.51  (feet) ADJUSTED
 AG7619  ______________________________________________________________________
 AG7619  GEOID HEIGHT    -        -24.514 (meters)                     GEOID18
 AG7619  DYNAMIC HEIGHT  -          1.068 (meters)        3.50  (feet) COMP
 AG7619  MODELED GRAVITY -    979,147.8   (mgal)                       NAVD 88
 AG7619
 AG7619  VERT ORDER      -  SECOND    CLASS I
 AG7619
 AG7619.The horizontal coordinates were scaled from a map and have
 AG7619.an estimated accuracy of +/- 6 seconds.
 AG7619
 AG7619.The orthometric height was determined by differential leveling and
 AG7619.adjusted by the NATIONAL GEODETIC SURVEY
 AG7619.in June 1991.
 AG7619
 AG7619.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7619.GEOID18 height accuracy estimate available here.
 AG7619
 AG7619.This Tidal Bench Mark is designated as VM 6200
 AG7619.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7619
 AG7619.Click photographs - Photos may exist for this station.
 AG7619
 AG7619.The dynamic height is computed by dividing the NAVD 88
 AG7619.geopotential number by the normal gravity value computed on the
 AG7619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7619.degrees latitude (g = 980.6199 gals.).
 AG7619
 AG7619.The modeled gravity was interpolated from observed gravity values.
 AG7619
 AG7619;                    North         East    Units  Estimated Accuracy
 AG7619;SPC FL W     -   358,390.      142,180.      MT  (+/- 180 meters Scaled)
 AG7619
 AG7619_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL434502(NAD 83)
 AG7619
 AG7619                          SUPERSEDED SURVEY CONTROL
 AG7619
 AG7619.No superseded survey control is available for this station.
 AG7619
 AG7619_MARKER: DJ = TIDAL STATION DISK
 AG7619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7619_STAMPING: 6311 C 1977
 AG7619_MARK LOGO: NOS
 AG7619_PROJECTION: RECESSED 3 CENTIMETERS
 AG7619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7619+STABILITY: SURFACE MOTION
 AG7619
 AG7619  HISTORY     - Date     Condition        Report By
 AG7619  HISTORY     - 1977     MONUMENTED       NOS
 AG7619  HISTORY     - 1982     GOOD             FLDNR
 AG7619  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG7619  HISTORY     - 20081112 MARK NOT FOUND   FL-081
 AG7619
 AG7619                          STATION DESCRIPTION
 AG7619
 AG7619'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7619'3.0 MI SW FROM RUBONIA.
 AG7619'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7619'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO THE INTERSECTION OF
 AG7619'BAYSHORE DRIVE, GO 0.9 MILE WESTERLY ON BAYSHORE DRIVE TO THE MARK.
 AG7619'THE MARK BEARS 13 FEET SOUTHEAST OF THE CENTERLINE OF BAYSHORE
 AG7619'DRIVE, 13.7 FEET NORTHWEST OF THE WATERS EDGE AT THE SEAWALL, 1.5
 AG7619'FEET SOUTHEAST OF A POWER POLE, AND 42 FEET NORTH OF TIDAL BENCH
 AG7619'MARK 6311 B 1977.
 AG7619
 AG7619                          STATION RECOVERY (2003)
 AG7619
 AG7619'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7619'CONCRETE HAS BEEN POURED OVER THE SITE AND MARK.
 AG7619
 AG7619                          STATION RECOVERY (2008)
 AG7619
 AG7619'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7619'UNABLE TO LOCATE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7618 ***********************************************************************
 AG7618  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7618  DESIGNATION -  872 6311 E TIDAL
 AG7618  PID         -  AG7618
 AG7618  STATE/COUNTY-  FL/MANATEE
 AG7618  COUNTRY     -  US
 AG7618  USGS QUAD   -  PALMETTO (2018)
 AG7618
 AG7618                         *CURRENT SURVEY CONTROL
 AG7618  ______________________________________________________________________
 AG7618* NAD 83(1986) POSITION- 27 34 02.     (N) 082 35 08.     (W)   SCALED
 AG7618* NAVD 88 ORTHO HEIGHT -     1.244 (meters)        4.08  (feet) ADJUSTED
 AG7618  ______________________________________________________________________
 AG7618  GEOID HEIGHT    -        -24.514 (meters)                     GEOID18
 AG7618  DYNAMIC HEIGHT  -          1.242 (meters)        4.07  (feet) COMP
 AG7618  MODELED GRAVITY -    979,147.8   (mgal)                       NAVD 88
 AG7618
 AG7618  VERT ORDER      -  SECOND    CLASS I
 AG7618
 AG7618.The horizontal coordinates were scaled from a map and have
 AG7618.an estimated accuracy of +/- 6 seconds.
 AG7618
 AG7618.The orthometric height was determined by differential leveling and
 AG7618.adjusted by the NATIONAL GEODETIC SURVEY
 AG7618.in June 1991.
 AG7618
 AG7618.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7618.GEOID18 height accuracy estimate available here.
 AG7618
 AG7618.This Tidal Bench Mark is designated as VM 6201
 AG7618.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7618
 AG7618.Click photographs - Photos may exist for this station.
 AG7618
 AG7618.The dynamic height is computed by dividing the NAVD 88
 AG7618.geopotential number by the normal gravity value computed on the
 AG7618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7618.degrees latitude (g = 980.6199 gals.).
 AG7618
 AG7618.The modeled gravity was interpolated from observed gravity values.
 AG7618
 AG7618;                    North         East    Units  Estimated Accuracy
 AG7618;SPC FL W     -   358,390.      142,180.      MT  (+/- 180 meters Scaled)
 AG7618
 AG7618_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL434502(NAD 83)
 AG7618
 AG7618                          SUPERSEDED SURVEY CONTROL
 AG7618
 AG7618.No superseded survey control is available for this station.
 AG7618
 AG7618_MARKER: DJ = TIDAL STATION DISK
 AG7618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7618_STAMPING: 6311 E 1977
 AG7618_MARK LOGO: NOS
 AG7618_PROJECTION: RECESSED 8 CENTIMETERS
 AG7618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7618+STABILITY: SURFACE MOTION
 AG7618
 AG7618  HISTORY     - Date     Condition        Report By
 AG7618  HISTORY     - 1977     MONUMENTED       NOS
 AG7618  HISTORY     - 1982     GOOD             FLDNR
 AG7618  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7618  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG7618  HISTORY     - 20081112 MARK NOT FOUND   FL-081
 AG7618
 AG7618                          STATION DESCRIPTION
 AG7618
 AG7618'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7618'3.0 MI SW FROM RUBONIA.
 AG7618'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7618'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO THE INTERSECTION OF
 AG7618'BAYSHORE DRIVE, GO 0.9 MILE WESTERLY ON BAYSHORE DRIVE TO THE MARK.
 AG7618'THE MARK BEARS 11.7 FEET NORTHWEST OF THE CENTERLINE OF BAYSHORE
 AG7618'DRIVE, 10 FEET NORTHEAST OF A PRIVATE DRIVEWAY, 1.5 FEET NORTHEAST
 AG7618'OF A POWER POLE, AND 0.05 MILE NORTHEAST OF THE JUNCTION OF LILES
 AG7618'STREET.
 AG7618
 AG7618                          STATION RECOVERY (1990)
 AG7618
 AG7618'RECOVERY NOTE BY US POWER SQUADRON 1990 (EWB)
 AG7618'MARK NOT FOUND.
 AG7618
 AG7618                          STATION RECOVERY (2003)
 AG7618
 AG7618'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7618'MARK NOT FOUND.
 AG7618
 AG7618                          STATION RECOVERY (2008)
 AG7618
 AG7618'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7618'UNABLE TO LOCATE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7617 ***********************************************************************
 AG7617  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7617  DESIGNATION -  872 6311 F TIDAL
 AG7617  PID         -  AG7617
 AG7617  STATE/COUNTY-  FL/MANATEE
 AG7617  COUNTRY     -  US
 AG7617  USGS QUAD   -  PALMETTO (2018)
 AG7617
 AG7617                         *CURRENT SURVEY CONTROL
 AG7617  ______________________________________________________________________
 AG7617* NAD 83(1986) POSITION- 27 34 02.     (N) 082 35 06.     (W)   SCALED
 AG7617* NAVD 88 ORTHO HEIGHT -     1.368 (meters)        4.49  (feet) ADJUSTED
 AG7617  ______________________________________________________________________
 AG7617  GEOID HEIGHT    -        -24.514 (meters)                     GEOID18
 AG7617  DYNAMIC HEIGHT  -          1.366 (meters)        4.48  (feet) COMP
 AG7617  MODELED GRAVITY -    979,147.8   (mgal)                       NAVD 88
 AG7617
 AG7617  VERT ORDER      -  SECOND    CLASS I
 AG7617
 AG7617.The horizontal coordinates were scaled from a map and have
 AG7617.an estimated accuracy of +/- 6 seconds.
 AG7617
 AG7617.The orthometric height was determined by differential leveling and
 AG7617.adjusted by the NATIONAL GEODETIC SURVEY
 AG7617.in June 1991.
 AG7617
 AG7617.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7617.GEOID18 height accuracy estimate available here.
 AG7617
 AG7617.This Tidal Bench Mark is designated as VM 6202
 AG7617.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7617
 AG7617.Click photographs - Photos may exist for this station.
 AG7617
 AG7617.The dynamic height is computed by dividing the NAVD 88
 AG7617.geopotential number by the normal gravity value computed on the
 AG7617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7617.degrees latitude (g = 980.6199 gals.).
 AG7617
 AG7617.The modeled gravity was interpolated from observed gravity values.
 AG7617
 AG7617;                    North         East    Units  Estimated Accuracy
 AG7617;SPC FL W     -   358,390.      142,230.      MT  (+/- 180 meters Scaled)
 AG7617
 AG7617_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL435502(NAD 83)
 AG7617
 AG7617                          SUPERSEDED SURVEY CONTROL
 AG7617
 AG7617.No superseded survey control is available for this station.
 AG7617
 AG7617_MARKER: DJ = TIDAL STATION DISK
 AG7617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7617_STAMPING: 6311 F 1977
 AG7617_MARK LOGO: NOS
 AG7617_PROJECTION: RECESSED 3 CENTIMETERS
 AG7617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7617+STABILITY: SURFACE MOTION
 AG7617
 AG7617  HISTORY     - Date     Condition        Report By
 AG7617  HISTORY     - 1977     MONUMENTED       NOS
 AG7617  HISTORY     - 1982     GOOD             FLDNR
 AG7617  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7617  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG7617  HISTORY     - 20081112 MARK NOT FOUND   FL-081
 AG7617
 AG7617                          STATION DESCRIPTION
 AG7617
 AG7617'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7617'2.9 MI SW FROM RUBONIA.
 AG7617'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7617'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO THE INTERSECTION OF
 AG7617'BAYSHORE DRIVE, GO 0.8 MILE WESTERLY ON BAYSHORE DRIVE TO THE MARK.
 AG7617'THE MARK BEARS 13 FEET SOUTH OF THE CENTERLINE OF BAYSHORE DRIVE,
 AG7617'7 FEET NORTH OF THE WATERLINE, 1.5 FEET SOUTHWEST OF A POWER POLE,
 AG7617'AND ABOUT 0.1 MILE NORTHEAST OF THE JUNCTION OF LILES STREET.
 AG7617
 AG7617                          STATION RECOVERY (1990)
 AG7617
 AG7617'RECOVERY NOTE BY US POWER SQUADRON 1990 (EWB)
 AG7617'MARK NOT FOUND.
 AG7617
 AG7617                          STATION RECOVERY (2003)
 AG7617
 AG7617'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7617'MARK NOT FOUND.
 AG7617
 AG7617                          STATION RECOVERY (2008)
 AG7617
 AG7617'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7617'UNABLE TO LOCATE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1859 ***********************************************************************
 DL1859  DESIGNATION -  872 6311 G TIDAL
 DL1859  PID         -  DL1859
 DL1859  STATE/COUNTY-  FL/MANATEE
 DL1859  COUNTRY     -  US
 DL1859  USGS QUAD   -  PALMETTO (2018)
 DL1859
 DL1859                         *CURRENT SURVEY CONTROL
 DL1859  ______________________________________________________________________
 DL1859* NAD 83(1986) POSITION- 27 33 53.6    (N) 082 35 21.1    (W)   HD_HELD2
 DL1859* NAVD 88 ORTHO HEIGHT -     0.941 (meters)        3.09  (feet) ADJUSTED
 DL1859  ______________________________________________________________________
 DL1859  GEOID HEIGHT    -        -24.509 (meters)                     GEOID18
 DL1859  DYNAMIC HEIGHT  -          0.940 (meters)        3.08  (feet) COMP
 DL1859  MODELED GRAVITY -    979,147.6   (mgal)                       NAVD 88
 DL1859
 DL1859  VERT ORDER      -  FIRST     CLASS II
 DL1859
 DL1859.The horizontal coordinates were established by autonomous hand held GPS
 DL1859.observations and have an estimated accuracy of +/- 10 meters.
 DL1859
 DL1859.The orthometric height was determined by differential leveling and
 DL1859.adjusted by the NATIONAL GEODETIC SURVEY
 DL1859.in July 2009.
 DL1859
 DL1859.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1859.GEOID18 height accuracy estimate available here.
 DL1859
 DL1859.Click photographs - Photos may exist for this station.
 DL1859
 DL1859.The dynamic height is computed by dividing the NAVD 88
 DL1859.geopotential number by the normal gravity value computed on the
 DL1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1859.degrees latitude (g = 980.6199 gals.).
 DL1859
 DL1859.The modeled gravity was interpolated from observed gravity values.
 DL1859
 DL1859;                    North         East    Units  Estimated Accuracy
 DL1859;SPC FL W     -   358,133.      141,817.      MT  (+/- 10 meters HH2 GPS)
 DL1859
 DL1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4311150011(NAD 83)
 DL1859
 DL1859                          SUPERSEDED SURVEY CONTROL
 DL1859
 DL1859.No superseded survey control is available for this station.
 DL1859
 DL1859_MARKER: DD = SURVEY DISK
 DL1859_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL1859_SP_SET: FIRE HYDRANT BASE
 DL1859_STAMPING: 6311 G 2007
 DL1859_MARK LOGO: FLDEP
 DL1859_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1859_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1859_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1859+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2010
 DL1859
 DL1859  HISTORY     - Date     Condition        Report By
 DL1859  HISTORY     - 20070830 MONUMENTED       FLDEP
 DL1859  HISTORY     - 20100218 GOOD             FLDECO
 DL1859
 DL1859                          STATION DESCRIPTION
 DL1859
 DL1859'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1859'THE MARK IS ABOUT 14.8 MI (24.1 KM) SOUTHEAST OF SAINT PETERSBURG, 3.6
 DL1859'MI (2.4 KM) SOUTHWEST OF RUBONIA, 3.5 MI (5.5 KM) NORTH OF PALMETTO,
 DL1859'IN SECTION 34, TOWNSHIP 33 SOUTH, RANGE 17 EAST.
 DL1859'
 DL1859'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1859'LANES (MANATEE AVENUE) AND U.S. HIGHWAY 41 (TAMIAMI TRAIL) IN
 DL1859'BRADENTON, GO NORTH ON U.S. HIGHWAY 41 (1ST STREET, U.S. HIGHWAY 301,
 DL1859'TAMIAMI TRAIL) FOR 1.75 MI (2.8 KM) TO THE UNDERPASS OF 10TH STREET,
 DL1859'(U.S. HIGHWAY 301 EAST), CONTINUE NORTH ON U.S. HIGHWAY 41 (TAMIAMI
 DL1859'TRAIL) FOR 2.05 MI (3.3 KM) TO THE JUNCTION OF U.S. HIGHWAY 19 NORTH
 DL1859'(SUNSHINE SKYWAY BRIDGE) ON THE LEFT, TURN LEFT ON U.S. HIGHWAY 19
 DL1859'(SUNSHINE SKYWAY BRIDGE) AND GO NORTH-NORTHWESTERLY FOR 1.75 MI (2.8
 DL1859'KM) TO THE INTERSECTION OF BAYSHORE DRIVE, TURN LEFT ON BAYSHORE DRIVE
 DL1859'AND GO WEST FOR 1.15 MI (1.9 KM) TO THE JUNCTION OF HORSESHOE LOOP
 DL1859'ROAD ON THE LEFT AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE
 DL1859'NORTHWEST CORNER OF THE BASE FOR A FIRE HYDRANT AND ABOUT LEVEL WITH
 DL1859'BAYSHORE ROAD.
 DL1859'
 DL1859'LOCATED 24.8 FT (7.6 M) SOUTH OF THE CENTERLINE OF BAYSHORE ROAD, 17.9
 DL1859'FT (5.5 M) WEST OF THE CENTERLINE OF HORSESHOE LOOP ROAD AND 4.3 FT
 DL1859'(1.3 M) EAST OF A CARSONITE WITNESS POST.
 DL1859
 DL1859                          STATION RECOVERY (2010)
 DL1859
 DL1859'RECOVERY NOTE BY FLORIDA DESIGN CONSULTANTS INC 2010 (LCS)
 DL1859'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1761 ***********************************************************************
 DL1761  DESIGNATION -  872 6311 H TIDAL
 DL1761  PID         -  DL1761
 DL1761  STATE/COUNTY-  FL/MANATEE
 DL1761  COUNTRY     -  US
 DL1761  USGS QUAD   -  PALMETTO (2018)
 DL1761
 DL1761                         *CURRENT SURVEY CONTROL
 DL1761  ______________________________________________________________________
 DL1761* NAD 83(1986) POSITION- 27 33 53.3    (N) 082 35 11.8    (W)   HD_HELD2
 DL1761* NAVD 88 ORTHO HEIGHT -     0.736 (meters)        2.41  (feet) ADJUSTED
 DL1761  ______________________________________________________________________
 DL1761  GEOID HEIGHT    -        -24.512 (meters)                     GEOID18
 DL1761  DYNAMIC HEIGHT  -          0.735 (meters)        2.41  (feet) COMP
 DL1761  MODELED GRAVITY -    979,147.5   (mgal)                       NAVD 88
 DL1761
 DL1761  VERT ORDER      -  FIRST     CLASS II
 DL1761
 DL1761.The horizontal coordinates were established by autonomous hand held GPS
 DL1761.observations and have an estimated accuracy of +/- 10 meters.
 DL1761
 DL1761.The orthometric height was determined by differential leveling and
 DL1761.adjusted by the NATIONAL GEODETIC SURVEY
 DL1761.in July 2009.
 DL1761
 DL1761.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1761.GEOID18 height accuracy estimate available here.
 DL1761
 DL1761.Click photographs - Photos may exist for this station.
 DL1761
 DL1761.The dynamic height is computed by dividing the NAVD 88
 DL1761.geopotential number by the normal gravity value computed on the
 DL1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1761.degrees latitude (g = 980.6199 gals.).
 DL1761
 DL1761.The modeled gravity was interpolated from observed gravity values.
 DL1761
 DL1761;                    North         East    Units  Estimated Accuracy
 DL1761;SPC FL W     -   358,123.      142,073.      MT  (+/- 10 meters HH2 GPS)
 DL1761
 DL1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4336649998(NAD 83)
 DL1761
 DL1761                          SUPERSEDED SURVEY CONTROL
 DL1761
 DL1761.No superseded survey control is available for this station.
 DL1761
 DL1761_MARKER: F = FLANGE-ENCASED ROD
 DL1761_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DL1761+WITH SETTING: INFORMATION.
 DL1761_STAMPING: 6311 H 2007
 DL1761_MARK LOGO: NGS
 DL1761_PROJECTION: FLUSH
 DL1761_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1761+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2010
 DL1761_ROD/PIPE-DEPTH: 2.3 meters
 DL1761
 DL1761  HISTORY     - Date     Condition        Report By
 DL1761  HISTORY     - 20070830 MONUMENTED       FLDEP
 DL1761  HISTORY     - 20100218 GOOD             FLDECO
 DL1761
 DL1761                          STATION DESCRIPTION
 DL1761
 DL1761'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1761'THE MARK IS ABOUT 14.8 MI (24.1 KM) SOUTHEAST OF SAINT PETERSBURG, 3.6
 DL1761'MI (2.4 KM) SOUTHWEST OF RUBONIA, 3.5 MI (5.5 KM) NORTH OF PALMETTO,
 DL1761'IN SECTION 34, TOWNSHIP 33 SOUTH, RANGE 17 EAST.
 DL1761'
 DL1761'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WEST BOUND
 DL1761'LANES (MANATEE AVENUE) AND U.S. HIGHWAY 41 (1ST STREET, U.S. HIGHWAY
 DL1761'301, TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. HIGHWAY 41 (1ST
 DL1761'STREET, U.S. HIGHWAY 301, TAMIAMI TRAIL) FOR 1.75 MI (2.8 KM) TO THE
 DL1761'UNDERPASS OF 10TH STREET (U.S. HIGHWAY 301 EAST), CONTINUE NORTH ON
 DL1761'U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 2.05 MI (3.3 KM) TO THE JUNCTION
 DL1761'OF U.S. HIGHWAY 19 NORTH (SUNSHINE SKYWAY BRIDGE) ON THE LEFT, TURN
 DL1761'LEFT ON U.S. HIGHWAY 19 (SUNSHINE SKYWAY BRIDGE) AND GO
 DL1761'NORTH-NORTHWESTERLY FOR 1.75 MI (2.8 KM) TO THE INTERSECTION OF
 DL1761'BAYSHORE DRIVE, TURN LEFT ON BAYSHORE DRIVE AND GO WEST FOR 1.0 MI
 DL1761'(1.6 KM) TO THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO
 DL1761'REFUSAL AT A DEPTH OF 7.5 FT (2.3 M) WITH A NGS LOGO CAP FLUSH WITH
 DL1761'THE GROUND AND ABOUT 0.6 FT (0.2 M) BELOW THE LEVEL OF BAYSHORE ROAD,
 DL1761'THE DATUM POINT IS RECESSED 0.3 FT (0.1 M) BELOW THE LEVEL OF NGS LOGO
 DL1761'CAP.
 DL1761'
 DL1761'LOCATED 62.7 FT (19.1 M) NORTHEAST OF THE NORTHEAST CORNER OF A BLOCK
 DL1761'HOUSE AT 801 BAYSHORE ROAD, 27.3 FT (8.3 M) EAST OF THE SOUTH ENTRANCE
 DL1761'TO A DRIVEWAY AT 801 BAYSHORE ROAD, 26.7 FT (8.1 M) SOUTH OF THE
 DL1761'CENTERLINE OF BAYSHORE ROAD, 5.0 FT (1.5 M) EAST-NORTHEAST OF A WOODEN
 DL1761'POWER POLE NUMBER 17 AND 5.0 FT (1.5 M) EAST-NORTHEAST OF A CARSONITE
 DL1761'WITNESS POST.
 DL1761'
 DL1761'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DL1761'
 DL1761'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL1761'LOGO CAP.
 DL1761
 DL1761                          STATION RECOVERY (2010)
 DL1761
 DL1761'RECOVERY NOTE BY FLORIDA DESIGN CONSULTANTS INC 2010 (LCS)
 DL1761'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1760 ***********************************************************************
 DL1760  DESIGNATION -  872 6311 J TIDAL
 DL1760  PID         -  DL1760
 DL1760  STATE/COUNTY-  FL/MANATEE
 DL1760  COUNTRY     -  US
 DL1760  USGS QUAD   -  PALMETTO (2018)
 DL1760
 DL1760                         *CURRENT SURVEY CONTROL
 DL1760  ______________________________________________________________________
 DL1760* NAD 83(1986) POSITION- 27 33 55.     (N) 082 35 09.     (W)   SCALED
 DL1760* NAVD 88 ORTHO HEIGHT -     0.658 (meters)        2.16  (feet) ADJUSTED
 DL1760  ______________________________________________________________________
 DL1760  GEOID HEIGHT    -        -24.513 (meters)                     GEOID18
 DL1760  DYNAMIC HEIGHT  -          0.657 (meters)        2.16  (feet) COMP
 DL1760  MODELED GRAVITY -    979,147.6   (mgal)                       NAVD 88
 DL1760
 DL1760  VERT ORDER      -  FIRST     CLASS II
 DL1760
 DL1760.The horizontal coordinates were scaled from a map and have
 DL1760.an estimated accuracy of +/- 6 seconds.
 DL1760
 DL1760.The orthometric height was determined by differential leveling and
 DL1760.adjusted by the NATIONAL GEODETIC SURVEY
 DL1760.in July 2009.
 DL1760
 DL1760.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1760.GEOID18 height accuracy estimate available here.
 DL1760
 DL1760.Click photographs - Photos may exist for this station.
 DL1760
 DL1760.The dynamic height is computed by dividing the NAVD 88
 DL1760.geopotential number by the normal gravity value computed on the
 DL1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1760.degrees latitude (g = 980.6199 gals.).
 DL1760
 DL1760.The modeled gravity was interpolated from observed gravity values.
 DL1760
 DL1760;                    North         East    Units  Estimated Accuracy
 DL1760;SPC FL W     -   358,180.      142,150.      MT  (+/- 180 meters Scaled)
 DL1760
 DL1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL434500(NAD 83)
 DL1760
 DL1760                          SUPERSEDED SURVEY CONTROL
 DL1760
 DL1760.No superseded survey control is available for this station.
 DL1760
 DL1760_MARKER: DD = SURVEY DISK
 DL1760_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1760_SP_SET: SEAWALL
 DL1760_STAMPING: 6311 J 2007
 DL1760_MARK LOGO: FLDEP
 DL1760_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1760+STABILITY: SURFACE MOTION
 DL1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1760+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2007
 DL1760
 DL1760  HISTORY     - Date     Condition        Report By
 DL1760  HISTORY     - 20070830 MONUMENTED       FLDEP
 DL1760  HISTORY     - 20121219 GOOD             FL-081
 DL1760
 DL1760                          STATION DESCRIPTION
 DL1760
 DL1760'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1760'THE MARK IS ABOUT 15.0 MI (24.1 KM) SOUTHEAST OF SAINT PETERSBURG, 3.4
 DL1760'MI (8.8 KM) NORTH OF PALMETTO, 3.5 MI (2.4 KM) SOUTHWEST OF RUBONIA,
 DL1760'3.4 MI (5.5 KM) NORTH OF PALMETTO, IN SECTION 34, TOWNSHIP 33 SOUTH,
 DL1760'RANGE 17 EAST.
 DL1760'
 DL1760'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1760'LANES (MANATEE AVENUE) AND U.S. HIGHWAY 41 (1ST STREET, U.S. HIGHWAY
 DL1760'301, TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. HIGHWAY 41 (1ST
 DL1760'STREET, U.S. HIGHWAY 301, TAMIAMI TRAIL) FOR 1.75 MI (2.8 KM) TO THE
 DL1760'UNDERPASS OF 10TH STREET (U.S. HIGHWAY 301 EAST), CONTINUE NORTH ON
 DL1760'U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 2.05 MI (3.3 KM) TO THE JUNCTION
 DL1760'OF U.S. HIGHWAY 19 NORTH (SUNSHINE SKYWAY BRIDGE) ON THE LEFT, TURN
 DL1760'LEFT ON U.S. HIGHWAY 19 (SUNSHINE SKYWAY BRIDGE) AND GO
 DL1760'NORTH-NORTHWESTERLY FOR 1.75 MI (2.8 KM) TO THE INTERSECTION OF
 DL1760'BAYSHORE DRIVE, TURN LEFT ON BAYSHORE DRIVE AND GO WEST FOR 0.95 MI
 DL1760'(1.5 KM) TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A SEAWALL
 DL1760'AND ABOUT LEVEL WITH BAYSHORE ROAD.
 DL1760'
 DL1760'LOCATED 38.4 FT (11.7 M) NORTH-NORTHEAST OF THE CENTERLINE OF AN OLD
 DL1760'CONCRETE BOAT RAMP, 36.0 FT (11.0 M) EAST-SOUTHEAST OF THE CENTERLINE
 DL1760'OF BAYSHORE ROAD, 17.0 FT (5.2 M) SOUTH OF THE EXTENDED CENTERLINE OF
 DL1760'A DRIVEWAY AT 772 BAYSHORE ROAD, 2.5 FT (0.8 M) WEST OF THE SOUTHWEST
 DL1760'CORNER OF A WOODEN DOCK AND 0.5 FT (0.2 M) WEST-NORTHWEST OF THE EDGE
 DL1760'OF THE SEAWALL.
 DL1760
 DL1760                          STATION RECOVERY (2012)
 DL1760
 DL1760'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KW)
 DL1760'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1759 ***********************************************************************
 DL1759  DESIGNATION -  872 6311 K TIDAL
 DL1759  PID         -  DL1759
 DL1759  STATE/COUNTY-  FL/MANATEE
 DL1759  COUNTRY     -  US
 DL1759  USGS QUAD   -  PALMETTO (2018)
 DL1759
 DL1759                         *CURRENT SURVEY CONTROL
 DL1759  ______________________________________________________________________
 DL1759* NAD 83(1986) POSITION- 27 34 04.0    (N) 082 35 03.4    (W)   HD_HELD2
 DL1759* NAVD 88 ORTHO HEIGHT -     1.285 (meters)        4.22  (feet) ADJUSTED
 DL1759  ______________________________________________________________________
 DL1759  GEOID HEIGHT    -        -24.515 (meters)                     GEOID18
 DL1759  DYNAMIC HEIGHT  -          1.283 (meters)        4.21  (feet) COMP
 DL1759  MODELED GRAVITY -    979,147.8   (mgal)                       NAVD 88
 DL1759
 DL1759  VERT ORDER      -  FIRST     CLASS II
 DL1759
 DL1759.The horizontal coordinates were established by autonomous hand held GPS
 DL1759.observations and have an estimated accuracy of +/- 10 meters.
 DL1759
 DL1759.The orthometric height was determined by differential leveling and
 DL1759.adjusted by the NATIONAL GEODETIC SURVEY
 DL1759.in April 2024.
 DL1759
 DL1759.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1759.GEOID18 height accuracy estimate available here.
 DL1759
 DL1759.Click photographs - Photos may exist for this station.
 DL1759
 DL1759.The dynamic height is computed by dividing the NAVD 88
 DL1759.geopotential number by the normal gravity value computed on the
 DL1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1759.degrees latitude (g = 980.6199 gals.).
 DL1759
 DL1759.The modeled gravity was interpolated from observed gravity values.
 DL1759
 DL1759;                    North         East    Units  Estimated Accuracy
 DL1759;SPC FL W     -   358,451.      142,304.      MT  (+/- 10 meters HH2 GPS)
 DL1759
 DL1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4360150325(NAD 83)
 DL1759
 DL1759                          SUPERSEDED SURVEY CONTROL
 DL1759
 DL1759  NAVD 88 (07/08/09)    1.287  (m)            4.22   (f) SUPERSEDED  1 2
 DL1759
 DL1759.Superseded values are not recommended for survey control.
 DL1759
 DL1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL1759.See file dsdata.pdf to determine how the superseded data were derived.
 DL1759
 DL1759_MARKER: DD = SURVEY DISK
 DL1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1759_STAMPING: 6311 K 2007
 DL1759_MARK LOGO: FLDEP
 DL1759_PROJECTION: FLUSH
 DL1759_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1759+STABILITY: SURFACE MOTION
 DL1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1759+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2023
 DL1759
 DL1759  HISTORY     - Date     Condition        Report By
 DL1759  HISTORY     - 20070830 MONUMENTED       FLDEP
 DL1759  HISTORY     - 20121221 GOOD             FL-081
 DL1759  HISTORY     - 20231207 GOOD             FLDEP
 DL1759
 DL1759                          STATION DESCRIPTION
 DL1759
 DL1759'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1759'THE MARK IS ABOUT 4.0 MI (10.5 KM) NORTH-NORTHEAST OF BRADENTON, 3.0
 DL1759'MI (8.8 KM) NORTH-NORTHEAST OF PALMETTO, 1.5 MI (2.4 KM) SOUTHWEST OF
 DL1759'RUBONIA, IN SECTION 34, TOWNSHIP 33 SOUTH, RANGE 17 EAST.
 DL1759'
 DL1759'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1759'LANES (MANATEE AVENUE) AND U.S. HIGHWAY 41 (1ST STREET, U.S. HIGHWAY
 DL1759'301, TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. HIGHWAY 41 (1ST
 DL1759'STREET, U.S. HIGHWAY 301, TAMIAMI TRAIL) FOR 1.75 MI (2.8 KM) TO THE
 DL1759'UNDERPASS OF 10TH STREET (U.S. HIGHWAY 301 EAST), CONTINUE NORTH ON
 DL1759'U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 2.05 MI (3.3 KM) TO THE JUNCTION
 DL1759'OF U.S. HIGHWAY 19 NORTH (SUNSHINE SKYWAY BRIDGE) ON THE LEFT, TURN
 DL1759'LEFT ON U.S. HIGHWAY 19 (SUNSHINE SKYWAY BRIDGE) AND GO
 DL1759'NORTH-NORTHWESTERLY FOR 1.75 MI (2.8 KM) TO THE INTERSECTION OF
 DL1759'BAYSHORE DRIVE, TURN LEFT ON BAYSHORE DRIVE AND GO WEST FOR 0.75 MI
 DL1759'(1.2 KM) TO THE MARK ON THE RIGHT, 0.05 MI (0.1 KM) NORTHEAST OF THE
 DL1759'JUNCTION OF BAYSHORE DRIVE AND ISLAND COURT, SET IN THE TOP OF A ROUND
 DL1759'CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL WITH BAYSHORE
 DL1759'DRIVE.
 DL1759'
 DL1759'LOCATED 256.4 FT (78.2 M) NORTHEAST OF THE CENTERLINE OF ISLAND COURT,
 DL1759'19.7 FT (6.0 M) NORTHWEST OF THE CENTERLINE OF BAYSHORE ROAD, 6.6 FT
 DL1759'(2.0 M) WEST-NORTHWEST OF A WOODEN POWER POLE WITH 2 GUY WIRES
 DL1759'ATTACHED AND 0.9 FT (0.3 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DL1759'
 DL1759'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL1759'MONUMENT.
 DL1759
 DL1759                          STATION RECOVERY (2012)
 DL1759
 DL1759'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KW)
 DL1759'RECOVERED IN GOOD CONDITION.
 DL1759
 DL1759                          STATION RECOVERY (2023)
 DL1759
 DL1759'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (DMP)
 DL1759'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7625 ***********************************************************************
 AG7625  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7625  DESIGNATION -  872 6318 B TIDAL
 AG7625  PID         -  AG7625
 AG7625  STATE/COUNTY-  FL/MANATEE
 AG7625  COUNTRY     -  US
 AG7625  USGS QUAD   -  PALMETTO (2018)
 AG7625
 AG7625                         *CURRENT SURVEY CONTROL
 AG7625  ______________________________________________________________________
 AG7625* NAD 83(1986) POSITION- 27 34 05.     (N) 082 35 36.     (W)   SCALED
 AG7625* NAVD 88 ORTHO HEIGHT -     1.157 (meters)        3.80  (feet) ADJUSTED
 AG7625  ______________________________________________________________________
 AG7625  GEOID HEIGHT    -        -24.505 (meters)                     GEOID18
 AG7625  DYNAMIC HEIGHT  -          1.155 (meters)        3.79  (feet) COMP
 AG7625  MODELED GRAVITY -    979,148.2   (mgal)                       NAVD 88
 AG7625
 AG7625  VERT ORDER      -  SECOND    CLASS I
 AG7625
 AG7625.The horizontal coordinates were scaled from a map and have
 AG7625.an estimated accuracy of +/- 6 seconds.
 AG7625
 AG7625.The orthometric height was determined by differential leveling and
 AG7625.adjusted by the NATIONAL GEODETIC SURVEY
 AG7625.in June 1991.
 AG7625
 AG7625.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7625.GEOID18 height accuracy estimate available here.
 AG7625
 AG7625.This Tidal Bench Mark is designated as VM 10625
 AG7625.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7625
 AG7625.Click photographs - Photos may exist for this station.
 AG7625
 AG7625.The dynamic height is computed by dividing the NAVD 88
 AG7625.geopotential number by the normal gravity value computed on the
 AG7625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7625.degrees latitude (g = 980.6199 gals.).
 AG7625
 AG7625.The modeled gravity was interpolated from observed gravity values.
 AG7625
 AG7625;                    North         East    Units  Estimated Accuracy
 AG7625;SPC FL W     -   358,490.      141,410.      MT  (+/- 180 meters Scaled)
 AG7625
 AG7625_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL427503(NAD 83)
 AG7625
 AG7625                          SUPERSEDED SURVEY CONTROL
 AG7625
 AG7625.No superseded survey control is available for this station.
 AG7625
 AG7625_MARKER: DJ = TIDAL STATION DISK
 AG7625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7625_STAMPING: 6318 B 1977
 AG7625_MARK LOGO: NOS
 AG7625_PROJECTION: RECESSED 5 CENTIMETERS
 AG7625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7625+STABILITY: SURFACE MOTION
 AG7625
 AG7625  HISTORY     - Date     Condition        Report By
 AG7625  HISTORY     - 1977     MONUMENTED       NOS
 AG7625  HISTORY     - 1982     GOOD             FLDNR
 AG7625  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7625  HISTORY     - 20100218 MARK NOT FOUND   FLDECO
 AG7625
 AG7625                          STATION DESCRIPTION
 AG7625
 AG7625'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7625'3.7 MI SW FROM RUBONIA.
 AG7625'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7625'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO BAYSHORE DRIVE, GO
 AG7625'WESTERLY 1.6 MILES ON BAYSHORE DRIVE TO THE JUNCTION OF BOOTS POINT
 AG7625'ROAD AND THE MARK VICINITY.
 AG7625'THE MARK BEARS 54.5 FEET NORTHWEST OF THE CENTERLINE OF BAYSHORE
 AG7625'DRIVE, 8.2 FEET EAST OF THE CENTERLINE OF BOOTS POINT ROAD, 1.6
 AG7625'FEET SOUTHEAST OF A PALM TREE, AND 22.2 FEET SOUTH-SOUTHWEST OF
 AG7625'POWER POLE NO. 122-1.
 AG7625
 AG7625                          STATION RECOVERY (1990)
 AG7625
 AG7625'RECOVERY NOTE BY US POWER SQUADRON 1990 (EWB)
 AG7625'MARK NOT FOUND.
 AG7625
 AG7625                          STATION RECOVERY (2010)
 AG7625
 AG7625'RECOVERY NOTE BY FLORIDA DESIGN CONSULTANTS INC 2010 (LCS)
 AG7625'NO EVIDENCE OF ORIGINAL REFERENCE ITEMS REMAIN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7623 ***********************************************************************
 AG7623  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7623  DESIGNATION -  872 6318 C TIDAL
 AG7623  PID         -  AG7623
 AG7623  STATE/COUNTY-  FL/MANATEE
 AG7623  COUNTRY     -  US
 AG7623  USGS QUAD   -  PALMETTO (2018)
 AG7623
 AG7623                         *CURRENT SURVEY CONTROL
 AG7623  ______________________________________________________________________
 AG7623* NAD 83(1986) POSITION- 27 34 05.2    (N) 082 35 36.1    (W)   HD_HELD2
 AG7623* NAVD 88 ORTHO HEIGHT -     2.197 (meters)        7.21  (feet) ADJUSTED
 AG7623  ______________________________________________________________________
 AG7623  GEOID HEIGHT    -        -24.505 (meters)                     GEOID18
 AG7623  DYNAMIC HEIGHT  -          2.194 (meters)        7.20  (feet) COMP
 AG7623  MODELED GRAVITY -    979,148.2   (mgal)                       NAVD 88
 AG7623
 AG7623  VERT ORDER      -  FIRST     CLASS II
 AG7623
 AG7623.The horizontal coordinates were established by autonomous hand held GPS
 AG7623.observations and have an estimated accuracy of +/- 10 meters.
 AG7623
 AG7623.The orthometric height was determined by differential leveling and
 AG7623.adjusted by the NATIONAL GEODETIC SURVEY
 AG7623.in April 2024.
 AG7623
 AG7623.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7623.GEOID18 height accuracy estimate available here.
 AG7623
 AG7623.This Tidal Bench Mark is designated as VM 10626
 AG7623.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7623
 AG7623.Click photographs - Photos may exist for this station.
 AG7623
 AG7623.The dynamic height is computed by dividing the NAVD 88
 AG7623.geopotential number by the normal gravity value computed on the
 AG7623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7623.degrees latitude (g = 980.6199 gals.).
 AG7623
 AG7623.The modeled gravity was interpolated from observed gravity values.
 AG7623
 AG7623;                    North         East    Units  Estimated Accuracy
 AG7623;SPC FL W     -   358,492.      141,408.      MT  (+/- 10 meters HH2 GPS)
 AG7623
 AG7623_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4270450373(NAD 83)
 AG7623
 AG7623                          SUPERSEDED SURVEY CONTROL
 AG7623
 AG7623  NAVD 88 (06/15/91)    2.195  (m)            7.20   (f) SUPERSEDED  1 2
 AG7623
 AG7623.Superseded values are not recommended for survey control.
 AG7623
 AG7623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7623.See file dsdata.pdf to determine how the superseded data were derived.
 AG7623
 AG7623_MARKER: DJ = TIDAL STATION DISK
 AG7623_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7623_SP_SET: CURB
 AG7623_STAMPING: 6318 C 1977
 AG7623_MARK LOGO: NOS
 AG7623_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7623_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7623+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2023
 AG7623
 AG7623  HISTORY     - Date     Condition        Report By
 AG7623  HISTORY     - 1977     MONUMENTED       NOS
 AG7623  HISTORY     - 1982     GOOD             FLDNR
 AG7623  HISTORY     - 1990     GOOD             USPSQD
 AG7623  HISTORY     - 20070830 GOOD             FLDEP
 AG7623  HISTORY     - 20081112 GOOD             FL-081
 AG7623  HISTORY     - 20100218 GOOD             FLDECO
 AG7623  HISTORY     - 20231208 GOOD             FLDEP
 AG7623
 AG7623                          STATION DESCRIPTION
 AG7623
 AG7623'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7623'3.7 MI SW FROM RUBONIA.
 AG7623'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7623'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO BAYSHORE DRIVE, GO
 AG7623'WESTERLY 1.6 MILES ON BAYSHORE DRIVE TO THE JUNCTION OF BOOTS POINT
 AG7623'ROAD AND THE MARK VICINITY.
 AG7623'THE MARK IS SET IN THE SOUTHEAST CORNER OF A SMALL BRIDGE
 AG7623'ABOUT 0.05 MILE SOUTH OF THE ROAD JUNCTION, 10 FEET
 AG7623'EAST-SOUTHEAST OF THE CENTERLINE OF BAYSHORE DRIVE, AND
 AG7623'1 FOOT SOUTHWEST OF THE SOUTHEAST CORNER OF THE BRIDGE.
 AG7623'THE MARK IS ABOVE LEVEL WITH PAVEMENT.
 AG7623
 AG7623                          STATION RECOVERY (1990)
 AG7623
 AG7623'RECOVERY NOTE BY US POWER SQUADRON 1990 (EWB)
 AG7623'RECOVERED IN GOOD CONDITION.
 AG7623
 AG7623                          STATION RECOVERY (2007)
 AG7623
 AG7623'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7623'THE MARK IS ABOUT 14.7 MI (24.1 KM) SOUTHEAST OF SAINT PETERSBURG, 3.6
 AG7623'MI (2.4 KM) SOUTHWEST OF RUBONIA, 3.6 MI (5.5 KM) NORTH OF PALMETTO,
 AG7623'IN SECTION 34, TOWNSHIP 33 SOUTH, RANGE 17 EAST.
 AG7623'
 AG7623'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 AG7623'LANES (MANATEE AVENUE) AND U.S. HIGHWAY 41 (1ST STREET, U.S. HIGHWAY
 AG7623'301, TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. HIGHWAY 41 (1ST
 AG7623'STREET, U.S. HIGHWAY 301, TAMIAMI TRAIL) FOR 1.75 MI (2.8 KM) TO THE
 AG7623'UNDERPASS OF 10TH STREET (U.S. HIGHWAY 301 EAST), CONTINUE NORTH ON
 AG7623'U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 2.05 MI (3.3 KM) TO THE JUNCTION
 AG7623'OF U.S. HIGHWAY 19 NORTH (SUNSHINE SKYWAY BRIDGE) ON THE LEFT, TURN
 AG7623'LEFT ON U.S. HIGHWAY 19 (SUNSHINE SKYWAY BRIDGE) AND GO
 AG7623'NORTH-NORTHWESTERLY FOR 1.75 MI (2.8 KM) TO THE INTERSECTION OF
 AG7623'BAYSHORE DRIVE, TURN LEFT ON BAYSHORE DRIVE AND GO WEST FOR 1.55 MI
 AG7623'(2.5 KM) TO THE SOUTH END OF A SMALL BRIDGE AND THE MARK ON THE RIGHT,
 AG7623'0.05 MI (0.1 KM) SOUTH OF BOOTS POINT ROAD, SET FLUSH IN THE TOP OF
 AG7623'THE SOUTHEAST CORNER OF THE SMALL BRIDGE CURB AND ABOUT LEVEL WITH
 AG7623'BAYSHORE DRIVE.
 AG7623'
 AG7623'LOCATED 10.0 FT (3.0 M) EAST-SOUTHEAST OF THE CENTERLINE OF BAYSHORE
 AG7623'DRIVE AND 1.0 FT (0.3 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 AG7623'BRIDGE.
 AG7623
 AG7623                          STATION RECOVERY (2008)
 AG7623
 AG7623'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7623'RECOVERED IN GOOD CONDITION.
 AG7623
 AG7623                          STATION RECOVERY (2010)
 AG7623
 AG7623'RECOVERY NOTE BY FLORIDA DESIGN CONSULTANTS INC 2010 (LCS)
 AG7623'RECOVERED AS DESCRIBED.
 AG7623
 AG7623                          STATION RECOVERY (2023)
 AG7623
 AG7623'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (DMP)
 AG7623'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7622 ***********************************************************************
 AG7622  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7622  DESIGNATION -  872 6318 E TIDAL
 AG7622  PID         -  AG7622
 AG7622  STATE/COUNTY-  FL/MANATEE
 AG7622  COUNTRY     -  US
 AG7622  USGS QUAD   -  PALMETTO (2018)
 AG7622
 AG7622                         *CURRENT SURVEY CONTROL
 AG7622  ______________________________________________________________________
 AG7622* NAD 83(1986) POSITION- 27 34 03.2    (N) 082 35 36.8    (W)   HD_HELD2
 AG7622* NAVD 88 ORTHO HEIGHT -     0.640 (meters)        2.10  (feet) ADJUSTED
 AG7622  ______________________________________________________________________
 AG7622  GEOID HEIGHT    -        -24.505 (meters)                     GEOID18
 AG7622  DYNAMIC HEIGHT  -          0.639 (meters)        2.10  (feet) COMP
 AG7622  MODELED GRAVITY -    979,148.2   (mgal)                       NAVD 88
 AG7622
 AG7622  VERT ORDER      -  FIRST     CLASS II
 AG7622
 AG7622.The horizontal coordinates were established by autonomous hand held GPS
 AG7622.observations and have an estimated accuracy of +/- 10 meters.
 AG7622
 AG7622.The orthometric height was determined by differential leveling and
 AG7622.adjusted by the NATIONAL GEODETIC SURVEY
 AG7622.in July 2009.
 AG7622
 AG7622.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7622.GEOID18 height accuracy estimate available here.
 AG7622
 AG7622.This Tidal Bench Mark is designated as VM 10627
 AG7622.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7622
 AG7622.Click photographs - Photos may exist for this station.
 AG7622
 AG7622.The dynamic height is computed by dividing the NAVD 88
 AG7622.geopotential number by the normal gravity value computed on the
 AG7622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7622.degrees latitude (g = 980.6199 gals.).
 AG7622
 AG7622.The modeled gravity was interpolated from observed gravity values.
 AG7622
 AG7622;                    North         East    Units  Estimated Accuracy
 AG7622;SPC FL W     -   358,431.      141,388.      MT  (+/- 10 meters HH2 GPS)
 AG7622
 AG7622_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4268450312(NAD 83)
 AG7622
 AG7622                          SUPERSEDED SURVEY CONTROL
 AG7622
 AG7622  NAVD 88 (06/15/91)    0.648  (m)            2.13   (f) SUPERSEDED  2 1
 AG7622
 AG7622.Superseded values are not recommended for survey control.
 AG7622
 AG7622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7622.See file dsdata.pdf to determine how the superseded data were derived.
 AG7622
 AG7622_MARKER: DJ = TIDAL STATION DISK
 AG7622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7622_STAMPING: 6318 E 1977
 AG7622_MARK LOGO: NOS
 AG7622_PROJECTION: RECESSED 6 CENTIMETERS
 AG7622_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7622+STABILITY: SURFACE MOTION
 AG7622_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7622+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2023
 AG7622
 AG7622  HISTORY     - Date     Condition        Report By
 AG7622  HISTORY     - 1977     MONUMENTED       NOS
 AG7622  HISTORY     - 1982     GOOD             FLDNR
 AG7622  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7622  HISTORY     - 20070830 GOOD             FLDEP
 AG7622  HISTORY     - 20100218 GOOD             FLDECO
 AG7622  HISTORY     - 20231208 GOOD             FLDEP
 AG7622
 AG7622                          STATION DESCRIPTION
 AG7622
 AG7622'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7622'3.7 MI SW FROM RUBONIA.
 AG7622'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7622'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO BAYSHORE DRIVE, GO
 AG7622'WESTERLY 1.6 MILES ON BAYSHORE DRIVE TO THE JUNCTION OF BOOTS POINT
 AG7622'ROAD AND THE MARK VICINITY.
 AG7622'THE MARK IS ABOUT 0.1 MILE SOUTH ON BAYSHORE DRIVE FROM BOOTS POINT
 AG7622'ROAD, 215 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A SMALL
 AG7622'BRIDGE, 14 FEET EAST-SOUTHEAST OF THE CENTERLINE OF BAYSHORE DRIVE,
 AG7622'AND 1.3 FEET NORTHWEST OF A POWER POLE.
 AG7622
 AG7622                          STATION RECOVERY (1990)
 AG7622
 AG7622'RECOVERY NOTE BY US POWER SQUADRON 1990 (EWB)
 AG7622'MARK NOT FOUND.
 AG7622
 AG7622                          STATION RECOVERY (2007)
 AG7622
 AG7622'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7622'THE MARK IS ABOUT 14.8 MI (24.1 KM) SOUTHEAST OF SAINT PETERSBURG, 3.6
 AG7622'MI (2.4 KM) SOUTHWEST OF RUBONIA, 3.5 MI (5.5 KM) NORTH OF PALMETTO,
 AG7622'IN SECTION 34, TOWNSHIP 33 SOUTH, RANGE 17 EAST.
 AG7622'
 AG7622'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 AG7622'LANES (MANATEE AVENUE) AND U.S. HIGHWAY 41 (1ST STREET, U.S. HIGHWAY
 AG7622'301, TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. HIGHWAY 41 (1ST
 AG7622'STREET, U.S. HIGHWAY 301, TAMIAMI TRAIL) FOR 1.75 MI (2.8 KM) TO THE
 AG7622'UNDERPASS OF 10TH STREET (U.S. HIGHWAY 301 EAST), CONTINUE NORTH ON
 AG7622'U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 2.05 MI (3.3 KM) TO THE JUNCTION
 AG7622'OF U.S. HIGHWAY 19 NORTH (SUNSHINE SKYWAY BRIDGE) ON THE LEFT, TURN
 AG7622'LEFT ON U.S. HIGHWAY 19 (SUNSHINE SKYWAY BRIDGE) AND GO
 AG7622'NORTH-NORTHWESTERLY FOR 1.75 MI (2.8 KM) TO THE INTERSECTION OF
 AG7622'BAYSHORE DRIVE, TURN LEFT ON BAYSHORE DRIVE AND GO WEST FOR 1.5 MI
 AG7622'(2.4 KM) TO THE MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE
 AG7622'MONUMENT RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL OF THE GROUND AND
 AG7622'ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF BAYSHORE DRIVE.
 AG7622'
 AG7622'LOCATED 36.0 FT (11.0 M) SOUTH OF A CONCRETE DRIVEWAY AT 100 BAYSHORE
 AG7622'DRIVE, 30.0 FT (9.3 M) NORTH OF THE EXTENDED CENTERLINE OF A DIRT
 AG7622'DRIVEWAY AT 1075 BAYSHORE DRIVE, 14.4 FT (4.4 M) EAST OF THE
 AG7622'CENTERLINE OF BAYSHORE DRIVE, 1.5 FT (0.5 M) WEST OF A WOODEN POWER
 AG7622'POLE NUMBER 33 AND 1.3 FT (0.4 M) WEST OF A CARSONITE WITNESS POST.
 AG7622
 AG7622                          STATION RECOVERY (2010)
 AG7622
 AG7622'RECOVERY NOTE BY FLORIDA DESIGN CONSULTANTS INC 2010 (LCS)
 AG7622'RECOVERED AS DESCRIBED.
 AG7622'
 AG7622'NOTE--STATION RECOVERY SHOULD READ LOCATED 36.0 FT (11.0 M) SOUTH OF A
 AG7622'CONCRETE DRIVEWAY AT 1100 BAYSHORE DRIVE.
 AG7622
 AG7622                          STATION RECOVERY (2023)
 AG7622
 AG7622'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (DMP)
 AG7622'RECOVERED IN GOOD CONDITION.
 AG7622'
 AG7622'NOTE-WEATHERING HAS MADE THE DESIGNATION NEARLY ILLEGIBLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7626 ***********************************************************************
 AG7626  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7626  DESIGNATION -  872 6318 F TIDAL
 AG7626  PID         -  AG7626
 AG7626  STATE/COUNTY-  FL/MANATEE
 AG7626  COUNTRY     -  US
 AG7626  USGS QUAD   -  PALMETTO (2018)
 AG7626
 AG7626                         *CURRENT SURVEY CONTROL
 AG7626  ______________________________________________________________________
 AG7626* NAD 83(1986) POSITION- 27 34 05.     (N) 082 35 36.     (W)   SCALED
 AG7626* NAVD 88 ORTHO HEIGHT -     0.755 (meters)        2.48  (feet) ADJUSTED
 AG7626  ______________________________________________________________________
 AG7626  GEOID HEIGHT    -        -24.505 (meters)                     GEOID18
 AG7626  DYNAMIC HEIGHT  -          0.754 (meters)        2.47  (feet) COMP
 AG7626  MODELED GRAVITY -    979,148.2   (mgal)                       NAVD 88
 AG7626
 AG7626  VERT ORDER      -  SECOND    CLASS I
 AG7626
 AG7626.The horizontal coordinates were scaled from a map and have
 AG7626.an estimated accuracy of +/- 6 seconds.
 AG7626
 AG7626.The orthometric height was determined by differential leveling and
 AG7626.adjusted by the NATIONAL GEODETIC SURVEY
 AG7626.in June 1991.
 AG7626
 AG7626.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7626.GEOID18 height accuracy estimate available here.
 AG7626
 AG7626.This Tidal Bench Mark is designated as VM 11224
 AG7626.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7626
 AG7626.Click photographs - Photos may exist for this station.
 AG7626
 AG7626.The dynamic height is computed by dividing the NAVD 88
 AG7626.geopotential number by the normal gravity value computed on the
 AG7626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7626.degrees latitude (g = 980.6199 gals.).
 AG7626
 AG7626.The modeled gravity was interpolated from observed gravity values.
 AG7626
 AG7626;                    North         East    Units  Estimated Accuracy
 AG7626;SPC FL W     -   358,490.      141,410.      MT  (+/- 180 meters Scaled)
 AG7626
 AG7626_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL427503(NAD 83)
 AG7626
 AG7626                          SUPERSEDED SURVEY CONTROL
 AG7626
 AG7626.No superseded survey control is available for this station.
 AG7626
 AG7626_MARKER: DJ = TIDAL STATION DISK
 AG7626_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG7626_STAMPING: 6318 F 1982
 AG7626_MARK LOGO: NOS
 AG7626_PROJECTION: FLUSH
 AG7626_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7626_ROD/PIPE-DEPTH: 4.88 meters
 AG7626
 AG7626  HISTORY     - Date     Condition        Report By
 AG7626  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7626  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7626  HISTORY     - 20100218 MARK NOT FOUND   FLDECO
 AG7626
 AG7626                          STATION DESCRIPTION
 AG7626
 AG7626'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7626'3.7 MI SW FROM RUBONIA.
 AG7626'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER TERRA
 AG7626'CEIA BAY, GO 0.3 MILE NORTHWEST ON U.S. 19 TO BAYSHORE DRIVE, GO
 AG7626'WESTERLY 1.6 MILES ON BAYSHORE DRIVE TO THE JUNCTION OF BOOTS POINT
 AG7626'ROAD AND THE MARK VICINITY.
 AG7626'THE MARK BEARS 53.5 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 AG7626'THE HOUSE AT 24 BOOTS POINT ROAD, 12.25 FEET EAST OF THE CENTERLINE
 AG7626'OF BOOTS POINT ROAD, 5.25 FEET WEST-NORTHWEST OF THE NORTHWEST
 AG7626'FENCE CORNER OF A CHAIN-LINK FENCE, AND 97.9 FEET SOUTH OF POWER
 AG7626'POLE NO. 5-1185-5423-0-7.
 AG7626'THE MARK IS 1 FT BELOW ROAD.
 AG7626
 AG7626                          STATION RECOVERY (1990)
 AG7626
 AG7626'RECOVERY NOTE BY US POWER SQUADRON 1990 (EWB)
 AG7626'MARK NOT FOUND.
 AG7626
 AG7626                          STATION RECOVERY (2010)
 AG7626
 AG7626'RECOVERY NOTE BY FLORIDA DESIGN CONSULTANTS INC 2010 (LCS)
 AG7626'NO EVIDENCE OF ORIGINAL REFERENCE ITEMS REMAIN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1763 ***********************************************************************
 DL1763  DESIGNATION -  872 6318 G TIDAL
 DL1763  PID         -  DL1763
 DL1763  STATE/COUNTY-  FL/MANATEE
 DL1763  COUNTRY     -  US
 DL1763  USGS QUAD   -  PALMETTO (2018)
 DL1763
 DL1763                         *CURRENT SURVEY CONTROL
 DL1763  ______________________________________________________________________
 DL1763* NAD 83(1986) POSITION- 27 34 13.0    (N) 082 35 35.9    (W)   HD_HELD2
 DL1763* NAVD 88 ORTHO HEIGHT -     0.364 (meters)        1.19  (feet) ADJUSTED
 DL1763  ______________________________________________________________________
 DL1763  GEOID HEIGHT    -        -24.506 (meters)                     GEOID18
 DL1763  DYNAMIC HEIGHT  -          0.364 (meters)        1.19  (feet) COMP
 DL1763  MODELED GRAVITY -    979,148.4   (mgal)                       NAVD 88
 DL1763
 DL1763  VERT ORDER      -  FIRST     CLASS II
 DL1763
 DL1763.The horizontal coordinates were established by autonomous hand held GPS
 DL1763.observations and have an estimated accuracy of +/- 10 meters.
 DL1763
 DL1763.The orthometric height was determined by differential leveling and
 DL1763.adjusted by the NATIONAL GEODETIC SURVEY
 DL1763.in July 2009.
 DL1763
 DL1763.No vertical observational check was made to the station.
 DL1763
 DL1763.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1763.GEOID18 height accuracy estimate available here.
 DL1763
 DL1763.Click photographs - Photos may exist for this station.
 DL1763
 DL1763.The dynamic height is computed by dividing the NAVD 88
 DL1763.geopotential number by the normal gravity value computed on the
 DL1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1763.degrees latitude (g = 980.6199 gals.).
 DL1763
 DL1763.The modeled gravity was interpolated from observed gravity values.
 DL1763
 DL1763;                    North         East    Units  Estimated Accuracy
 DL1763;SPC FL W     -   358,732.      141,414.      MT  (+/- 10 meters HH2 GPS)
 DL1763
 DL1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4271350613(NAD 83)
 DL1763
 DL1763                          SUPERSEDED SURVEY CONTROL
 DL1763
 DL1763.No superseded survey control is available for this station.
 DL1763
 DL1763_MARKER: F = FLANGE-ENCASED ROD
 DL1763_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1763_STAMPING: 6318 G 2007
 DL1763_MARK LOGO: NGS
 DL1763_PROJECTION: RECESSED 5 CENTIMETERS
 DL1763_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1763+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2007
 DL1763_ROD/PIPE-DEPTH: 4.9 meters
 DL1763
 DL1763  HISTORY     - Date     Condition        Report By
 DL1763  HISTORY     - 20070829 MONUMENTED       FLDEP
 DL1763  HISTORY     - 20120725 GOOD             FL-081
 DL1763
 DL1763                          STATION DESCRIPTION
 DL1763
 DL1763'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1763'THE MARK IS ABOUT 14.7 MI (24.1 KM) SOUTHEAST OF SAINT PETERSBURG, 3.6
 DL1763'MI (2.4 KM) SOUTHWEST OF RUBONIA, 3.7 MI (5.5 KM) NORTH OF PALMETTO,
 DL1763'IN SECTION 34, TOWNSHIP 33 SOUTH, RANGE 17 EAST.
 DL1763'
 DL1763'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1763'LANES (MANATEE AVENUE) AND U.S. HIGHWAY 41 (1ST STREET, U.S. HIGHWAY
 DL1763'301, TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. HIGHWAY 41 (1ST
 DL1763'STREET, U.S. HIGHWAY 301, TAMIAMI TRAIL) FOR 1.75 MI (2.8 KM) TO THE
 DL1763'UNDERPASS OF 10TH STREET (U.S. HIGHWAY 301 EAST), CONTINUE NORTH ON
 DL1763'U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 2.05 MI (3.3 KM) TO THE JUNCTION
 DL1763'OF U.S. HIGHWAY 19 NORTH (SUNSHINE SKYWAY BRIDGE) ON THE LEFT, TURN
 DL1763'LEFT ON U.S. HIGHWAY 19 (SUNSHINE SKYWAY BRIDGE) AND GO
 DL1763'NORTH-NORTHWESTERLY FOR 1.75 MI (2.8 KM) TO THE INTERSECTION OF
 DL1763'BAYSHORE ROAD, TURN LEFT ON BAYSHORE ROAD AND GO WEST FOR 1.6 MI (2.6
 DL1763'KM) TO THE JUNCTION OF BOOTS POINT ROAD ON THE LEFT, TURN LEFT ON
 DL1763'BOOTS POINT ROAD AND GO NORTH FOR 0.2 MI (0.3 KM) TO ITS END AND THE
 DL1763'MARK, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 16.0 FT
 DL1763'(4.9 M) WITH A NGS LOGO CAP RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF
 DL1763'THE GROUND AND ABOUT LEVEL WITH BOOTS POINT ROAD, THE DATUM POINT IS
 DL1763'RECESSED 0.1 FT (0.0 M) BELOW THE LEVEL OF THE NGS LOGO CAP.
 DL1763'
 DL1763'LOCATED 38.1 FT (11.6 M) NORTHWEST OF A FIRE HYDRANT, 32.3 FT (9.8 M)
 DL1763'NORTH OF THE APPROXIMATE CENTERLINE OF BOOTS POINT ROAD (A SHELL
 DL1763'ROAD), 27.5 FT (8.4 M) EAST OF THE CENTER OF A CHAIN LINK FENCE GATE,
 DL1763'3.1 FT (0.9 M) SOUTH OF A CHAIN LINK FENCE AND 2.8 FT (0.9 M) SOUTH OF
 DL1763'A CARSONITE WITNESS POST.
 DL1763'
 DL1763'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DL1763'
 DL1763'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL1763'LOGO CAP.
 DL1763
 DL1763                          STATION RECOVERY (2012)
 DL1763
 DL1763'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (TC)
 DL1763'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1762 ***********************************************************************
 DL1762  DESIGNATION -  872 6318 H TIDAL
 DL1762  PID         -  DL1762
 DL1762  STATE/COUNTY-  FL/MANATEE
 DL1762  COUNTRY     -  US
 DL1762  USGS QUAD   -  PALMETTO (2018)
 DL1762
 DL1762                         *CURRENT SURVEY CONTROL
 DL1762  ______________________________________________________________________
 DL1762* NAD 83(1986) POSITION- 27 34 07.1    (N) 082 35 35.6    (W)   HD_HELD2
 DL1762* NAVD 88 ORTHO HEIGHT -     1.094 (meters)        3.59  (feet) ADJUSTED
 DL1762  ______________________________________________________________________
 DL1762  GEOID HEIGHT    -        -24.505 (meters)                     GEOID18
 DL1762  DYNAMIC HEIGHT  -          1.092 (meters)        3.58  (feet) COMP
 DL1762  MODELED GRAVITY -    979,148.2   (mgal)                       NAVD 88
 DL1762
 DL1762  VERT ORDER      -  FIRST     CLASS II
 DL1762
 DL1762.The horizontal coordinates were established by autonomous hand held GPS
 DL1762.observations and have an estimated accuracy of +/- 10 meters.
 DL1762
 DL1762.The orthometric height was determined by differential leveling and
 DL1762.adjusted by the NATIONAL GEODETIC SURVEY
 DL1762.in July 2009.
 DL1762
 DL1762.No vertical observational check was made to the station.
 DL1762
 DL1762.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1762.GEOID18 height accuracy estimate available here.
 DL1762
 DL1762.Click photographs - Photos may exist for this station.
 DL1762
 DL1762.The dynamic height is computed by dividing the NAVD 88
 DL1762.geopotential number by the normal gravity value computed on the
 DL1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1762.degrees latitude (g = 980.6199 gals.).
 DL1762
 DL1762.The modeled gravity was interpolated from observed gravity values.
 DL1762
 DL1762;                    North         East    Units  Estimated Accuracy
 DL1762;SPC FL W     -   358,550.      141,422.      MT  (+/- 10 meters HH2 GPS)
 DL1762
 DL1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4271950432(NAD 83)
 DL1762
 DL1762                          SUPERSEDED SURVEY CONTROL
 DL1762
 DL1762.No superseded survey control is available for this station.
 DL1762
 DL1762_MARKER: DD = SURVEY DISK
 DL1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1762_STAMPING: 6318 H 2007
 DL1762_MARK LOGO: FLDEP
 DL1762_PROJECTION: FLUSH
 DL1762_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1762+STABILITY: SURFACE MOTION
 DL1762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1762+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2023
 DL1762
 DL1762  HISTORY     - Date     Condition        Report By
 DL1762  HISTORY     - 20070830 MONUMENTED       FLDEP
 DL1762  HISTORY     - 20100218 GOOD             FLDECO
 DL1762  HISTORY     - 20121211 GOOD             FL-081
 DL1762  HISTORY     - 20231208 GOOD             FLDEP
 DL1762
 DL1762                          STATION DESCRIPTION
 DL1762
 DL1762'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1762'THE MARK IS ABOUT 14.7 MI (24.1 KM) SOUTHEAST OF SAINT PETERSBURG, 3.6
 DL1762'MI (2.4 KM) SOUTHWEST OF RUBONIA, 3.6 MI (5.5 KM) NORTH OF PALMETTO,
 DL1762'IN SECTION 34, TOWNSHIP 33 SOUTH, RANGE 17 EAST.
 DL1762'
 DL1762'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1762'LANES (MANATEE AVENUE) AND U.S. HIGHWAY 41 (1ST STREET, U.S. HIGHWAY
 DL1762'301, TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. HIGHWAY 41 (1ST
 DL1762'STREET, U.S. HIGHWAY 301, TAMIAMI TRAIL) FOR 1.75 MI (2.8 KM) TO THE
 DL1762'UNDERPASS OF 10TH STREET (U.S. HIGHWAY 301 EAST), CONTINUE NORTH ON
 DL1762'U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 1.75 MI (2.8 KM) TO THE JUNCTION
 DL1762'OF U.S. HIGHWAY 19 NORTH (SUNSHINE SKYWAY BRIDGE) ON THE LEFT, TURN
 DL1762'LEFT ON U.S. HIGHWAY 19 (SUNSHINE SKYWAY BRIDGE) AND GO
 DL1762'NORTH-NORTHWESTERLY FOR 2.05 MI (3.3 KM) TO THE INTERSECTION OF
 DL1762'BAYSHORE DRIVE, TURN LEFT ON BAYSHORE DRIVE AND GO WEST FOR 1.6 MI
 DL1762'(2.6 KM) TO THE JUNCTION OF BOOTS POINT ROAD ON THE LEFT AND THE MARK
 DL1762'ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 DL1762'THE GROUND AND ABOUT LEVEL WITH BAYSHORE ROAD.
 DL1762'
 DL1762'LOCATED 57.6 FT (17.6 M) NORTH-NORTHWEST OF THE CENTERLINE OF BAYSHORE
 DL1762'ROAD, 18.7 FT (5.7 M) NORTHWEST OF A FIRE HYDRANT, 9.9 FT (3.0 M)
 DL1762'EAST-NORTHEAST OF THE CENTERLINE OF BOOT POINT COURT, 3.2 FT (1.0 M)
 DL1762'SOUTHWEST OF A CARSONITE WITNESS POST AND 2.9 FT (0.9 M) SOUTHWEST OF
 DL1762'A WOODEN POWER POLE.
 DL1762'
 DL1762'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL1762'MONUMENT.
 DL1762
 DL1762                          STATION RECOVERY (2010)
 DL1762
 DL1762'RECOVERY NOTE BY FLORIDA DESIGN CONSULTANTS INC 2010 (LCS)
 DL1762'RECOVERED AS DESCRIBED.
 DL1762
 DL1762                          STATION RECOVERY (2012)
 DL1762
 DL1762'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KW)
 DL1762'RECOVERED IN GOOD CONDITION.
 DL1762
 DL1762                          STATION RECOVERY (2023)
 DL1762
 DL1762'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (DMP)
 DL1762'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7616 ***********************************************************************
 AG7616  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7616  DESIGNATION -  872 6319 A TIDAL
 AG7616  PID         -  AG7616
 AG7616  STATE/COUNTY-  FL/MANATEE
 AG7616  COUNTRY     -  US
 AG7616  USGS QUAD   -  PALMETTO (2018)
 AG7616
 AG7616                         *CURRENT SURVEY CONTROL
 AG7616  ______________________________________________________________________
 AG7616* NAD 83(1986) POSITION- 27 34 16.     (N) 082 34 22.     (W)   SCALED
 AG7616* NAVD 88 ORTHO HEIGHT -     1.132 (meters)        3.71  (feet) ADJUSTED
 AG7616  ______________________________________________________________________
 AG7616  GEOID HEIGHT    -        -24.529 (meters)                     GEOID18
 AG7616  DYNAMIC HEIGHT  -          1.131 (meters)        3.71  (feet) COMP
 AG7616  MODELED GRAVITY -    979,147.8   (mgal)                       NAVD 88
 AG7616
 AG7616  VERT ORDER      -  SECOND    CLASS I
 AG7616
 AG7616.The horizontal coordinates were scaled from a map and have
 AG7616.an estimated accuracy of +/- 6 seconds.
 AG7616
 AG7616.The orthometric height was determined by differential leveling and
 AG7616.adjusted by the NATIONAL GEODETIC SURVEY
 AG7616.in June 1991.
 AG7616
 AG7616.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7616.GEOID18 height accuracy estimate available here.
 AG7616
 AG7616.This Tidal Bench Mark is designated as VM 6203
 AG7616.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7616
 AG7616.Click photographs - Photos may exist for this station.
 AG7616
 AG7616.The dynamic height is computed by dividing the NAVD 88
 AG7616.geopotential number by the normal gravity value computed on the
 AG7616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7616.degrees latitude (g = 980.6199 gals.).
 AG7616
 AG7616.The modeled gravity was interpolated from observed gravity values.
 AG7616
 AG7616;                    North         East    Units  Estimated Accuracy
 AG7616;SPC FL W     -   358,820.      143,440.      MT  (+/- 180 meters Scaled)
 AG7616
 AG7616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL447506(NAD 83)
 AG7616
 AG7616                          SUPERSEDED SURVEY CONTROL
 AG7616
 AG7616.No superseded survey control is available for this station.
 AG7616
 AG7616_MARKER: DJ = TIDAL STATION DISK
 AG7616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7616_STAMPING: 6319 A 1977
 AG7616_MARK LOGO: NOS
 AG7616_PROJECTION: PROJECTING 25 CENTIMETERS
 AG7616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7616+STABILITY: SURFACE MOTION
 AG7616
 AG7616  HISTORY     - Date     Condition        Report By
 AG7616  HISTORY     - 1977     MONUMENTED       NOS
 AG7616  HISTORY     - 1982     SEE DESCRIPTION  FLDNR
 AG7616  HISTORY     - 1990     GOOD             USPSQD
 AG7616  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG7616  HISTORY     - 20081112 MARK NOT FOUND   FL-081
 AG7616
 AG7616                          STATION DESCRIPTION
 AG7616
 AG7616'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7616'1.9 MI SW FROM RUBONIA.
 AG7616'BEGIN AT THE NORTHWEST END OF THE U.S. HIGHWAY 19 BRIDGE OVER
 AG7616'TERRA CEIA BAY, GO 0.3 MILE NORTH TO BAYSHORE DRIVE AND THE MARK.
 AG7616'THE MARK BEARS 70 FEET NORTHEAST OF THE CENTERLINE OF THE
 AG7616'NORTHBOUND LANE OF U.S. 19, 21 FEET SOUTHEAST OF THE CENTERLINE
 AG7616'OF BAYSHORE DRIVE, AND 3.5 FEET NORTH OF A POWER POLE WITH A
 AG7616'WITNESS SIGN ATTACHED.  THE MARK SHOULD BE USED WITH CAUTION AS
 AG7616'THE POST IS LEANING SLIGHTLY AND THE GROUND AROUND THE POST IS
 AG7616'SOFT.
 AG7616
 AG7616                          STATION RECOVERY (1990)
 AG7616
 AG7616'RECOVERY NOTE BY US POWER SQUADRON 1990 (EWB)
 AG7616'RECOVERED IN GOOD CONDITION.
 AG7616
 AG7616                          STATION RECOVERY (2003)
 AG7616
 AG7616'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7616'SITE OF MARK IS UNDER A LARGE BRUSH PILE.
 AG7616
 AG7616                          STATION RECOVERY (2008)
 AG7616
 AG7616'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7616'UNABLE TO LOCATE THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7613 ***********************************************************************
 AG7613  DESIGNATION -  872 6319 G TIDAL
 AG7613  PID         -  AG7613
 AG7613  STATE/COUNTY-  FL/MANATEE
 AG7613  COUNTRY     -  US
 AG7613  USGS QUAD   -  PALMETTO (2018)
 AG7613
 AG7613                         *CURRENT SURVEY CONTROL
 AG7613  ______________________________________________________________________
 AG7613* NAD 83(1986) POSITION- 27 34 03.51   (N) 082 34 05.90   (W)   HD_HELD1
 AG7613* NAVD 88 ORTHO HEIGHT -     4.922 (meters)       16.15  (feet) ADJUSTED
 AG7613  ______________________________________________________________________
 AG7613  GEOID HEIGHT    -        -24.533 (meters)                     GEOID18
 AG7613  DYNAMIC HEIGHT  -          4.914 (meters)       16.12  (feet) COMP
 AG7613  MODELED GRAVITY -    979,147.3   (mgal)                       NAVD 88
 AG7613
 AG7613  VERT ORDER      -  FIRST     CLASS II
 AG7613
 AG7613.The horizontal coordinates were determined by differentially corrected
 AG7613.hand held GPS observations or other comparable positioning techniques
 AG7613.and have an estimated accuracy of +/- 3 meters.
 AG7613
 AG7613.The orthometric height was determined by differential leveling and
 AG7613.adjusted by the NATIONAL GEODETIC SURVEY
 AG7613.in July 2009.
 AG7613
 AG7613.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7613.GEOID18 height accuracy estimate available here.
 AG7613
 AG7613.Click photographs - Photos may exist for this station.
 AG7613
 AG7613.The dynamic height is computed by dividing the NAVD 88
 AG7613.geopotential number by the normal gravity value computed on the
 AG7613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7613.degrees latitude (g = 980.6199 gals.).
 AG7613
 AG7613.The modeled gravity was interpolated from observed gravity values.
 AG7613
 AG7613;                    North         East    Units  Estimated Accuracy
 AG7613;SPC FL W     -   358,428.4     143,881.7     MT  (+/- 3 meters HH1 GPS) 
 AG7613
 AG7613_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4517850290(NAD 83)
 AG7613
 AG7613                          SUPERSEDED SURVEY CONTROL
 AG7613
 AG7613  NAVD 88 (06/15/91)    3.942  (m)           12.93   (f) SUPERSEDED  2 1
 AG7613
 AG7613.Superseded values are not recommended for survey control.
 AG7613
 AG7613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7613.See file dsdata.pdf to determine how the superseded data were derived.
 AG7613
 AG7613_MARKER: DD = SURVEY DISK
 AG7613_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7613_SP_SET: BRIDGE GUARDRAIL
 AG7613_STAMPING: 6319 G
 AG7613_MARK LOGO: FLSRD
 AG7613_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7613_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7613+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2023
 AG7613
 AG7613  HISTORY     - Date     Condition        Report By
 AG7613  HISTORY     - UNK      MONUMENTED       FLDT
 AG7613  HISTORY     - 1982     GOOD             FLDNR
 AG7613  HISTORY     - 20030306 MARK NOT FOUND   USPSQD
 AG7613  HISTORY     - 20070830 GOOD             FLDEP
 AG7613  HISTORY     - 20081106 GOOD             FL-081
 AG7613  HISTORY     - 20111211 GOOD             FL-081
 AG7613  HISTORY     - 20140911 GOOD             GEOCAC
 AG7613  HISTORY     - 20200812 GOOD             YOUNG
 AG7613  HISTORY     - 20230214 GOOD             FLDEP
 AG7613
 AG7613                          STATION DESCRIPTION
 AG7613
 AG7613'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7613'1.8 MI SW FROM RUBONIA.
 AG7613'THE MARK IS AT THE SOUTHEAST END OF THE U.S. HIGHWAY 19 SOUTHBOUND
 AG7613'BRIDGE, 21 FEET NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE,
 AG7613'24.25 FEET SOUTHWEST OF THE SOUTH CORNER OF THE NORTHBOUND BRIDGE,
 AG7613'AND IS SET IN THE BRIDGE ABUTMENT WINGWALL.  THE MARK WAS STAMPED
 AG7613'BY FLDNR.
 AG7613'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AG7613
 AG7613                          STATION RECOVERY (2003)
 AG7613
 AG7613'RECOVERY NOTE BY US POWER SQUADRON 2003 (ELS)
 AG7613'MARK NOT FOUND.
 AG7613
 AG7613                          STATION RECOVERY (2007)
 AG7613
 AG7613'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7613'THE MARK IS ABOUT 4.0 MI (10.5 KM) NORTH-NORTHEAST OF BRADENTON, 3.0
 AG7613'MI (8.8 KM) NORTH-NORTHEAST OF PALMETTO, 1.5 MI (2.4 KM) SOUTHWEST OF
 AG7613'RUBONIA, IN SECTION 35, TOWNSHIP 33 SOUTH, RANGE 17 EAST.
 AG7613'
 AG7613'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WEST BOUND
 AG7613'LANES (MANATEE AVENUE) AND U.S. HIGHWAY 41 (1ST STREET, U.S. HIGHWAY
 AG7613'301, TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. HIGHWAY 41 (1ST
 AG7613'STREET, U.S. HIGHWAY 301, TAMIAMI TRAIL) FOR 1.75 MI (2.8 KM) TO THE
 AG7613'UNDERPASS OF U.S. HIGHWAY 301 (10TH STREET), CONTINUE NORTH ON U.S.
 AG7613'HIGHWAY 41 (TAMIAMI TRAIL) FOR 2.05 MI (3.3 KM) TO THE Y-JUNCTION OF
 AG7613'U.S. HIGHWAY 19 NORTH (SUNSHINE SKYWAY BRIDGE) ON THE LEFT, TURN LEFT
 AG7613'ON U.S. HIGHWAY 19 (SUNSHINE SKYWAY BRIDGE) AND GO NORTH-NORTHWESTERLY
 AG7613'FOR 1.75 MI (2.8 KM) TO THE SOUTHEAST END OF BRIDGE NUMBER 13051
 AG7613'SPANNING TERRA CEIA BAY AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP
 AG7613'OF THE SOUTHWEST END OF THE SOUTHEAST BRIDGE ABUTMENT GUARDRAIL AND
 AG7613'ABOUT 2.6 FT (1.8 M) ABOVE THE LEVEL OF U.S. HIGHWAY 19 SOUTHBOUND
 AG7613'LANES.
 AG7613'
 AG7613'LOCATED 19.0 FT (5.8 M) NORTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 19
 AG7613'SOUTHBOUND LANES AND 1.7 FT (0.5 M) NORTHWEST OF THE SOUTHEAST END OF
 AG7613'THE NORTHEAST BRIDGE GUARDRAIL OF U.S. HIGHWAY 19 SOUTHBOUND LANES.
 AG7613
 AG7613                          STATION RECOVERY (2008)
 AG7613
 AG7613'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7613'RECOVERED IN GOOD CONDITION.
 AG7613
 AG7613                          STATION RECOVERY (2011)
 AG7613
 AG7613'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2011 (KW)
 AG7613'RECOVERED IN GOOD CONDITION.
 AG7613
 AG7613                          STATION RECOVERY (2014)
 AG7613
 AG7613'RECOVERY NOTE BY GEOCACHING 2014 (DEB)
 AG7613'RECOVERED IN GOOD CONDITION.
 AG7613
 AG7613                          STATION RECOVERY (2020)
 AG7613
 AG7613'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2020 (GSN)
 AG7613'RECOVERED AS DESCRIBED.
 AG7613
 AG7613                          STATION RECOVERY (2023)
 AG7613
 AG7613'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 AG7613'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1757 ***********************************************************************
 DL1757  DESIGNATION -  872 6319 H TIDAL
 DL1757  PID         -  DL1757
 DL1757  STATE/COUNTY-  FL/MANATEE
 DL1757  COUNTRY     -  US
 DL1757  USGS QUAD   -  PALMETTO (2018)
 DL1757
 DL1757                         *CURRENT SURVEY CONTROL
 DL1757  ______________________________________________________________________
 DL1757* NAD 83(1986) POSITION- 27 34 05.1    (N) 082 34 09.8    (W)   HD_HELD2
 DL1757* NAVD 88 ORTHO HEIGHT -     2.557 (meters)        8.39  (feet) ADJUSTED
 DL1757  ______________________________________________________________________
 DL1757  GEOID HEIGHT    -        -24.532 (meters)                     GEOID18
 DL1757  DYNAMIC HEIGHT  -          2.553 (meters)        8.38  (feet) COMP
 DL1757  MODELED GRAVITY -    979,147.3   (mgal)                       NAVD 88
 DL1757
 DL1757  VERT ORDER      -  FIRST     CLASS II
 DL1757
 DL1757.The horizontal coordinates were established by autonomous hand held GPS
 DL1757.observations and have an estimated accuracy of +/- 10 meters.
 DL1757
 DL1757.The orthometric height was determined by differential leveling and
 DL1757.adjusted by the NATIONAL GEODETIC SURVEY
 DL1757.in July 2009.
 DL1757
 DL1757.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1757.GEOID18 height accuracy estimate available here.
 DL1757
 DL1757.Click photographs - Photos may exist for this station.
 DL1757
 DL1757.The dynamic height is computed by dividing the NAVD 88
 DL1757.geopotential number by the normal gravity value computed on the
 DL1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1757.degrees latitude (g = 980.6199 gals.).
 DL1757
 DL1757.The modeled gravity was interpolated from observed gravity values.
 DL1757
 DL1757;                    North         East    Units  Estimated Accuracy
 DL1757;SPC FL W     -   358,478.      143,775.      MT  (+/- 10 meters HH2 GPS)
 DL1757
 DL1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4507150340(NAD 83)
 DL1757
 DL1757                          SUPERSEDED SURVEY CONTROL
 DL1757
 DL1757.No superseded survey control is available for this station.
 DL1757
 DL1757_MARKER: DD = SURVEY DISK
 DL1757_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL1757_SP_SET: BRIDGE ABUTMENT
 DL1757_STAMPING: 6319 H 2007
 DL1757_MARK LOGO: FLDEP
 DL1757_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1757_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1757_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1757+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2023
 DL1757
 DL1757  HISTORY     - Date     Condition        Report By
 DL1757  HISTORY     - 20070830 MONUMENTED       FLDEP
 DL1757  HISTORY     - 20120725 GOOD             FL-081
 DL1757  HISTORY     - 20200812 GOOD             YOUNG
 DL1757  HISTORY     - 20231208 GOOD             FLDEP
 DL1757
 DL1757                          STATION DESCRIPTION
 DL1757
 DL1757'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1757'THE MARK IS ABOUT 4.0 MI (10.5 KM) NORTH-NORTHEAST OF BRADENTON, 3.0
 DL1757'MI (8.8 KM) NORTH-NORTHEAST OF PALMETTO, 1.5 MI (2.4 KM) SOUTHWEST OF
 DL1757'RUBONIA, IN SECTION 35, TOWNSHIP 33 SOUTH, RANGE 17 EAST.
 DL1757'
 DL1757'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1757'LANES (MANATEE AVENUE) AND U.S. HIGHWAY 41 (1ST STREET, U.S. HIGHWAY
 DL1757'301, TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. HIGHWAY 41 (1ST
 DL1757'STREET, U.S. HIGHWAY 301, TAMIAMI TRAIL) FOR 1.75 MI (2.8 KM) TO THE
 DL1757'UNDERPASS OF 10TH STREET (U.S. HIGHWAY 301 EAST), CONTINUE NORTH ON
 DL1757'U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 2.05 MI (3.3 KM) TO THE JUNCTION
 DL1757'OF U.S. HIGHWAY 19 NORTH (SUNSHINE SKYWAY BRIDGE) ON THE LEFT, TURN
 DL1757'LEFT ON U.S. HIGHWAY 19 (SUNSHINE SKYWAY BRIDGE) AND GO
 DL1757'NORTH-NORTHWESTERLY FOR 1.45 MI (2.3 KM) TO THE NORTHWEST END OF THE
 DL1757'H.E. BOYD BRIDGE SPANNING TERRA CEIA BAY AND THE MARK ON THE LEFT, SET
 DL1757'FLUSH IN THE TOP OF THE SOUTHWEST END OF THE SOUTHWEST BRIDGE ABUTMENT
 DL1757'AND ABOUT 5.0 FT (1.5 M) BELOW THE LEVEL OF U.S. HIGHWAY 19 SOUTHBOUND
 DL1757'LANES.
 DL1757'
 DL1757'LOCATED 67.6 FT (20.6 M) EAST OF THE NORTH END OF THE WEST SEAWALL,
 DL1757'44.5 FT (13.6 M) NORTH-NORTHEAST OF A WOODEN POWER POLE, 29.6 FT (9.0
 DL1757'M) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY 19 SOUTHBOUND LANES,
 DL1757'1.9 FT (0.6 M) NORTH OF THE SOUTH END OF THE BRIDGE ABUTMENT AND 0.4
 DL1757'FT (0.1 M) SOUTHWEST OF THE WEST FACE OF THE BRIDGE WALL.
 DL1757
 DL1757                          STATION RECOVERY (2012)
 DL1757
 DL1757'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (TC)
 DL1757'RECOVERED IN GOOD CONDITION.
 DL1757
 DL1757                          STATION RECOVERY (2020)
 DL1757
 DL1757'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2020 (GSN)
 DL1757'RECOVERED AS DESCRIBED.
 DL1757
 DL1757                          STATION RECOVERY (2023)
 DL1757
 DL1757'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (PDP)
 DL1757'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1758 ***********************************************************************
 DL1758  DESIGNATION -  872 6319 J TIDAL
 DL1758  PID         -  DL1758
 DL1758  STATE/COUNTY-  FL/MANATEE
 DL1758  COUNTRY     -  US
 DL1758  USGS QUAD   -  PALMETTO (2018)
 DL1758
 DL1758                         *CURRENT SURVEY CONTROL
 DL1758  ______________________________________________________________________
 DL1758* NAD 83(1986) POSITION- 27 34 15.80   (N) 082 34 24.03   (W)   HD_HELD1
 DL1758* NAVD 88 ORTHO HEIGHT -     1.794 (meters)        5.89  (feet) ADJUSTED
 DL1758  ______________________________________________________________________
 DL1758  GEOID HEIGHT    -        -24.529 (meters)                     GEOID18
 DL1758  DYNAMIC HEIGHT  -          1.791 (meters)        5.88  (feet) COMP
 DL1758  MODELED GRAVITY -    979,147.8   (mgal)                       NAVD 88
 DL1758
 DL1758  VERT ORDER      -  FIRST     CLASS II
 DL1758
 DL1758.The horizontal coordinates were determined by differentially corrected
 DL1758.hand held GPS observations or other comparable positioning techniques
 DL1758.and have an estimated accuracy of +/- 3 meters.
 DL1758
 DL1758.The orthometric height was determined by differential leveling and
 DL1758.adjusted by the NATIONAL GEODETIC SURVEY
 DL1758.in July 2009.
 DL1758
 DL1758.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1758.GEOID18 height accuracy estimate available here.
 DL1758
 DL1758.Click photographs - Photos may exist for this station.
 DL1758
 DL1758.The dynamic height is computed by dividing the NAVD 88
 DL1758.geopotential number by the normal gravity value computed on the
 DL1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1758.degrees latitude (g = 980.6199 gals.).
 DL1758
 DL1758.The modeled gravity was interpolated from observed gravity values.
 DL1758
 DL1758;                    North         East    Units  Estimated Accuracy
 DL1758;SPC FL W     -   358,809.0     143,386.1     MT  (+/- 3 meters HH1 GPS) 
 DL1758
 DL1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4468550674(NAD 83)
 DL1758
 DL1758                          SUPERSEDED SURVEY CONTROL
 DL1758
 DL1758.No superseded survey control is available for this station.
 DL1758
 DL1758_MARKER: DJ = TIDAL STATION DISK
 DL1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1758_STAMPING: 6319 J 2007
 DL1758_MARK LOGO: FLDEP
 DL1758_PROJECTION: RECESSED 3 CENTIMETERS
 DL1758_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1758+STABILITY: SURFACE MOTION
 DL1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1758+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2025
 DL1758
 DL1758  HISTORY     - Date     Condition        Report By
 DL1758  HISTORY     - 20070830 MONUMENTED       FLDEP
 DL1758  HISTORY     - 20121211 GOOD             FL-081
 DL1758  HISTORY     - 20200812 GOOD             YOUNG
 DL1758  HISTORY     - 20230214 GOOD             FLDEP
 DL1758  HISTORY     - 20250813 GOOD             WANTGP
 DL1758
 DL1758                          STATION DESCRIPTION
 DL1758
 DL1758'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1758'THE MARK IS ABOUT 4.0 MI (10.5 KM) NORTH-NORTHEAST OF BRADENTON, 3.0
 DL1758'MI (8.8 KM) NORTH-NORTHEAST OF PALMETTO, 1.5 MI (2.4 KM) SOUTHWEST OF
 DL1758'RUBONIA, IN SECTION 35, TOWNSHIP 33 SOUTH, RANGE 17 EAST.
 DL1758'
 DL1758'TO REACH THE MARK FROM THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND
 DL1758'LANES (MANATEE AVENUE) AND U.S. HIGHWAY 41 (1ST STREET, U.S. HIGHWAY
 DL1758'301, TAMIAMI TRAIL) IN BRADENTON, GO NORTH ON U.S. HIGHWAY 41 (1ST
 DL1758'STREET, U.S. HIGHWAY 301, TAMIAMI TRAIL) FOR 1.75 MI (2.8 KM) TO THE
 DL1758'UNDERPASS OF 10TH STREET (U.S. HIGHWAY 301), CONTINUE NORTH ON U.S.
 DL1758'HIGHWAY 41 (TAMIAMI TRAIL) FOR 2.05 MI (3.3 KM) TO THE JUNCTION OF
 DL1758'U.S. HIGHWAY 19 NORTH (SUNSHINE SKYWAY BRIDGE) ON THE LEFT, TURN LEFT
 DL1758'ON U.S. HIGHWAY 19 (SUNSHINE SKYWAY BRIDGE) AND GO NORTH-NORTHWESTERLY
 DL1758'FOR 1.75 MI (2.8 KM) TO THE INTERSECTION OF BAYSHORE DRIVE AND THE
 DL1758'MARK ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 DL1758'WITH THE GROUND AND ABOUT LEVEL WITH BAYSHORE DRIVE.
 DL1758'
 DL1758'LOCATED 146.5 FT (44.7 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DL1758'THE NORTHWEST ENTRANCE TO A BP GAS STATION, 113.8 FT (34.7 M)
 DL1758'SOUTHEAST OF A WOODEN POWER POLE NUMBER 5128523801 WITH THREE
 DL1758'TRANSFORMERS ATTACHED, 90.5 FT (27.6 M) NORTHWEST OF THE CENTERLINE OF
 DL1758'BAYSHORE DRIVE, 64.8 FT (19.8 M) SOUTHWEST OF THE CENTERLINE OF U.S.
 DL1758'HIGHWAY 19 EASTBOUND LANES, 9.5 FT (2.9 M) NORTHEAST OF THE NORTHEAST
 DL1758'SIDE OF THE STATION PARKING LOT AND 7.0 FT (2.1 M) NORTHEAST OF A
 DL1758'METAL LIGHT POLE.
 DL1758'
 DL1758'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL1758'MONUMENT.
 DL1758
 DL1758                          STATION RECOVERY (2012)
 DL1758
 DL1758'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KW)
 DL1758'RECOVERED IN GOOD CONDITION.
 DL1758
 DL1758                          STATION RECOVERY (2020)
 DL1758
 DL1758'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2020 (GSN)
 DL1758'RECOVERED AS DESCRIBED.
 DL1758
 DL1758                          STATION RECOVERY (2023)
 DL1758
 DL1758'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 DL1758'RECOVERED AS DESCRIBED.
 DL1758
 DL1758                          STATION RECOVERY (2025)
 DL1758
 DL1758'RECOVERY NOTE BY WANTMAN GROUP INC 2025 (AL)
 DL1758'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6605 ***********************************************************************
 DR6605  DESIGNATION -  872 6319 L
 DR6605  PID         -  DR6605
 DR6605  STATE/COUNTY-  FL/MANATEE
 DR6605  COUNTRY     -  US
 DR6605  USGS QUAD   -  PALMETTO (2018)
 DR6605
 DR6605                         *CURRENT SURVEY CONTROL
 DR6605  ______________________________________________________________________
 DR6605* NAD 83(1986) POSITION- 27 34 16.74   (N) 082 34 21.33   (W)   HD_HELD1
 DR6605* NAVD 88 ORTHO HEIGHT -     0.816 (meters)        2.68  (feet) ADJUSTED
 DR6605  ______________________________________________________________________
 DR6605  GEOID HEIGHT    -        -24.530 (meters)                     GEOID18
 DR6605  DYNAMIC HEIGHT  -          0.815 (meters)        2.67  (feet) COMP
 DR6605  MODELED GRAVITY -    979,147.8   (mgal)                       NAVD 88
 DR6605
 DR6605  VERT ORDER      -  SECOND    CLASS I
 DR6605
 DR6605.The horizontal coordinates were determined by differentially corrected
 DR6605.hand held GPS observations or other comparable positioning techniques
 DR6605.and have an estimated accuracy of +/- 3 meters.
 DR6605
 DR6605.The orthometric height was determined by differential leveling and
 DR6605.adjusted by the NATIONAL GEODETIC SURVEY
 DR6605.in August 2021.
 DR6605
 DR6605.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6605.GEOID18 height accuracy estimate available here.
 DR6605
 DR6605.Click photographs - Photos may exist for this station.
 DR6605
 DR6605.The dynamic height is computed by dividing the NAVD 88
 DR6605.geopotential number by the normal gravity value computed on the
 DR6605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6605.degrees latitude (g = 980.6199 gals.).
 DR6605
 DR6605.The modeled gravity was interpolated from observed gravity values.
 DR6605
 DR6605;                    North         East    Units  Estimated Accuracy
 DR6605;SPC FL W     -   358,837.6     143,460.3     MT  (+/- 3 meters HH1 GPS) 
 DR6605
 DR6605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4476050702(NAD 83)
 DR6605
 DR6605                          SUPERSEDED SURVEY CONTROL
 DR6605
 DR6605.No superseded survey control is available for this station.
 DR6605
 DR6605_MARKER: F = FLANGE-ENCASED ROD
 DR6605_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR6605_STAMPING: 6319 L 2020
 DR6605_MARK LOGO: FLDEP
 DR6605_PROJECTION: FLUSH
 DR6605_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR6605_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6605+SATELLITE: SATELLITE OBSERVATIONS - February 14, 2023
 DR6605_ROD/PIPE-DEPTH: 6.1 meters
 DR6605
 DR6605  HISTORY     - Date     Condition        Report By
 DR6605  HISTORY     - 20201209 MONUMENTED       YOUNG
 DR6605  HISTORY     - 20230214 GOOD             FLDEP
 DR6605
 DR6605                          STATION DESCRIPTION
 DR6605
 DR6605'DESCRIBED BY GEORGE F YOUNG INCORPORATED 2020 (GSN)
 DR6605'THE STATION IS AT THE JUNCTION OF STATE HIGHWAY 64 WESTBOUND LANES
 DR6605'MANATEE AVENUE) AND U.S. HIGHWAY 41 (1ST STREET, U.S. HIGHWAY 301,
 DR6605'TAMIAMI TRAIL) IN BRADENTON.
 DR6605'
 DR6605'TO REACH THE MARK GO NORTH ON U.S. HIGHWAY 41 (1ST STREET, U.S.
 DR6605'HIGHWAY 301, TAMIAMI TRAIL) FOR 1.75 MI (2.82 KM) TO THE UNDERPASS OF
 DR6605'10TH STREET U.S. HIGHWAY 301).   CONTINUE NORTH ON U.S. HIGHWAY 41
 DR6605'(TAMIAMI TRAIL) FOR 2.05 MI (3.30 KM) TO THE JUNCTION OF U.S. HIGHWAY
 DR6605'19 NORTH (SUNSHINE SKYWAY BRIDGE) ON THE LEFT.  TURN LEFT ON U.S.
 DR6605'HIGHWAY 19 (SUNSHINE SKYWAY BRIDGE) AND GO NORTH-NORTHWESTERLY FOR
 DR6605'1.75 MI (2.82 KM) TO THE JUNCTION OF BAYSHORE DRIVE.  TURN RIGHT ON
 DR6605'BAYSHORE DRIVE AND GO NORTHEASTERLY FOR APPROXIMATELY 100 FT (30.5 M)
 DR6605'TO THE MARK ON THE RIGHT.
 DR6605'
 DR6605'THE MARK IS LOCATED 128.0 FT (39.0 M) NORTHEAST OF THE APPROXIMATE
 DR6605'CENTERLINE OF U.S. HIGHWAY 19 NORTH (SUNSHINE SKYWAY BRIDGE), 14.5 FT
 DR6605'(4.4 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF BAYSHORE DRIVE,
 DR6605'65.0 FT (19.8 M) 19.8 M) NORTHEAST OF A WOOD POWER POLE (NO NUMBER),
 DR6605'6.8 FT (2.1 M) NORTHEAST OF A CARSONITE WITNESS POST, APPROXIMATELY
 DR6605'70.0 FT (21.3 M) NORTHWEST OF THE NORTHERN EDGE OF A MANGROVE LINE AND
 DR6605'13.0 FT (4.0 M) SOUTHWEST OF THE NORTHERN MOST PALM TREE IN A GROUP OF
 DR6605'THREE.
 DR6605'
 DR6605'NOTE-A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 20.0 FT
 DR6605'(6.1 M) WITH A FDEP LOGO CAP FLUSH WITH THE GROUND AND ABOUT 0.7 FT
 DR6605'(21 CM) BELOW THE LEVEL OF BAYSHORE DRIVE, THE DATUM POINT IS RECESSED
 DR6605'0.3 FT (9 CM) BELOW THE LEVEL OF THE FDEP LOGO CAP.A MAGNET WAS PLACED
 DR6605'INSIDE OF THE FDEP LOGO CAP.
 DR6605
 DR6605                          STATION RECOVERY (2023)
 DR6605
 DR6605'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 DR6605'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5454 ***********************************************************************
 AG5454  DESIGNATION -  872 6347 TIDAL 1
 AG5454  PID         -  AG5454
 AG5454  STATE/COUNTY-  FL/PINELLAS
 AG5454  COUNTRY     -  US
 AG5454  USGS QUAD   -  EGMONT KEY (2018)
 AG5454
 AG5454                         *CURRENT SURVEY CONTROL
 AG5454  ______________________________________________________________________
 AG5454* NAD 83(1986) POSITION- 27 36 03.     (N) 082 45 38.     (W)   SCALED
 AG5454* NAVD 88 ORTHO HEIGHT -     2.264 (meters)        7.43  (feet) ADJUSTED
 AG5454  ______________________________________________________________________
 AG5454  GEOID HEIGHT    -        -24.301 (meters)                     GEOID18
 AG5454  DYNAMIC HEIGHT  -          2.261 (meters)        7.42  (feet) COMP
 AG5454  MODELED GRAVITY -    979,158.3   (mgal)                       NAVD 88
 AG5454
 AG5454  VERT ORDER      -  FIRST     CLASS II
 AG5454
 AG5454.The horizontal coordinates were scaled from a map and have
 AG5454.an estimated accuracy of +/- 6 seconds.
 AG5454
 AG5454.The orthometric height was determined by differential leveling and
 AG5454.adjusted by the NATIONAL GEODETIC SURVEY
 AG5454.in June 1991.
 AG5454
 AG5454.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5454.GEOID18 height accuracy estimate available here.
 AG5454
 AG5454.Click photographs - Photos may exist for this station.
 AG5454
 AG5454.The dynamic height is computed by dividing the NAVD 88
 AG5454.geopotential number by the normal gravity value computed on the
 AG5454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5454.degrees latitude (g = 980.6199 gals.).
 AG5454
 AG5454.The modeled gravity was interpolated from observed gravity values.
 AG5454
 AG5454;                    North         East    Units  Estimated Accuracy
 AG5454;SPC FL W     -   362,210.      124,920.      MT  (+/- 180 meters Scaled)
 AG5454
 AG5454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL262542(NAD 83)
 AG5454
 AG5454                          SUPERSEDED SURVEY CONTROL
 AG5454
 AG5454  NGVD 29 (??/??/92)    2.553  (m)            8.38   (f) ADJ UNCH    1 2
 AG5454
 AG5454.Superseded values are not recommended for survey control.
 AG5454
 AG5454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5454.See file dsdata.pdf to determine how the superseded data were derived.
 AG5454
 AG5454_MARKER: Q = CHISELED SQUARE
 AG5454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5454
 AG5454  HISTORY     - Date     Condition        Report By
 AG5454  HISTORY     - UNK      MONUMENTED       CGS
 AG5454  HISTORY     - 1969     GOOD             CGS
 AG5454  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG5454
 AG5454                          STATION DESCRIPTION
 AG5454
 AG5454'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AG5454'16.5 MI SW FROM ST PETERSBURG.
 AG5454'TIDAL 1 IS A CHISELED MARK ABOUT 2 1/2 INCHES IN DIAMETER, 1/2
 AG5454'INCH DEEP, ON THRESHOLD ON ENTRANCE TO EGMONT KEY LIGHTHOUSE.
 AG5454'IT IS ABOUT 1 FOOT FROM RIGHT-HAND EDGE OF DOOR AS ONE ENTERS.
 AG5454
 AG5454                          STATION RECOVERY (1989)
 AG5454
 AG5454'RECOVERY NOTE BY US POWER SQUADRON 1989 (CAS)
 AG5454'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5450 ***********************************************************************
 AG5450  DESIGNATION -  872 6347 TIDAL 4
 AG5450  PID         -  AG5450
 AG5450  STATE/COUNTY-  FL/PINELLAS
 AG5450  COUNTRY     -  US
 AG5450  USGS QUAD   -  EGMONT KEY (2018)
 AG5450
 AG5450                         *CURRENT SURVEY CONTROL
 AG5450  ______________________________________________________________________
 AG5450* NAD 83(1986) POSITION- 27 36 04.     (N) 082 45 38.     (W)   SCALED
 AG5450* NAVD 88 ORTHO HEIGHT -     2.196 (meters)        7.20  (feet) ADJUSTED
 AG5450  ______________________________________________________________________
 AG5450  GEOID HEIGHT    -        -24.301 (meters)                     GEOID18
 AG5450  DYNAMIC HEIGHT  -          2.193 (meters)        7.19  (feet) COMP
 AG5450  MODELED GRAVITY -    979,158.3   (mgal)                       NAVD 88
 AG5450
 AG5450  VERT ORDER      -  FIRST     CLASS II
 AG5450
 AG5450.The horizontal coordinates were scaled from a map and have
 AG5450.an estimated accuracy of +/- 6 seconds.
 AG5450
 AG5450.The orthometric height was determined by differential leveling and
 AG5450.adjusted by the NATIONAL GEODETIC SURVEY
 AG5450.in June 1991.
 AG5450
 AG5450.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5450.GEOID18 height accuracy estimate available here.
 AG5450
 AG5450.Click photographs - Photos may exist for this station.
 AG5450
 AG5450.The dynamic height is computed by dividing the NAVD 88
 AG5450.geopotential number by the normal gravity value computed on the
 AG5450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5450.degrees latitude (g = 980.6199 gals.).
 AG5450
 AG5450.The modeled gravity was interpolated from observed gravity values.
 AG5450
 AG5450;                    North         East    Units  Estimated Accuracy
 AG5450;SPC FL W     -   362,240.      124,920.      MT  (+/- 180 meters Scaled)
 AG5450
 AG5450_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL262542(NAD 83)
 AG5450
 AG5450                          SUPERSEDED SURVEY CONTROL
 AG5450
 AG5450  NGVD 29 (??/??/92)    2.485  (m)            8.15   (f) ADJ UNCH    1 2
 AG5450
 AG5450.Superseded values are not recommended for survey control.
 AG5450
 AG5450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5450.See file dsdata.pdf to determine how the superseded data were derived.
 AG5450
 AG5450_MARKER: DB = BENCH MARK DISK
 AG5450_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG5450_SP_SET: PLATFORM
 AG5450_STAMPING: NO 4
 AG5450_MARK LOGO: CGS
 AG5450_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5450
 AG5450  HISTORY     - Date     Condition        Report By
 AG5450  HISTORY     - UNK      MONUMENTED       CGS
 AG5450  HISTORY     - 1969     GOOD             CGS
 AG5450  HISTORY     - 20000202 MARK NOT FOUND   USPSQD
 AG5450
 AG5450                          STATION DESCRIPTION
 AG5450
 AG5450'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AG5450'16.5 MI SW FROM ST PETERSBURG.
 AG5450'TIDAL 4 IS A STANDARD DISK, STAMPED NO 4, SET IN SOUTHWEST CORNER
 AG5450'OF CONCRETE PLATFORM ON REAR OF WAREHOUSE BUILDING ON LIGHTHOUSE
 AG5450'DOCK.  CONCRETE PLATFORM IS 2 1/2 FEET ABOVE GROUND.  BENCH MARK
 AG5450'IS 1/2 FOOT FROM SOUTH FACE OF PLATFORM AND 1/2 FOOT EAST OF WEST
 AG5450'FACE OF PLATFORM.  IT IS LOCATED AT LIGHTHOUSE RESERVATION ON
 AG5450'EGMONT KEY.
 AG5450
 AG5450                          STATION RECOVERY (2000)
 AG5450
 AG5450'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG5450'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5452 ***********************************************************************
 AG5452  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5452  DESIGNATION -  872 6347 TIDAL 5
 AG5452  PID         -  AG5452
 AG5452  STATE/COUNTY-  FL/HILLSBOROUGH
 AG5452  COUNTRY     -  US
 AG5452  USGS QUAD   -  EGMONT KEY (2018)
 AG5452
 AG5452                         *CURRENT SURVEY CONTROL
 AG5452  ______________________________________________________________________
 AG5452* NAD 83(1986) POSITION- 27 36 02.     (N) 082 45 37.     (W)   SCALED
 AG5452* NAVD 88 ORTHO HEIGHT -     1.298 (meters)        4.26  (feet) ADJUSTED
 AG5452  ______________________________________________________________________
 AG5452  GEOID HEIGHT    -        -24.301 (meters)                     GEOID18
 AG5452  DYNAMIC HEIGHT  -          1.296 (meters)        4.25  (feet) COMP
 AG5452  MODELED GRAVITY -    979,158.3   (mgal)                       NAVD 88
 AG5452
 AG5452  VERT ORDER      -  FIRST     CLASS II
 AG5452
 AG5452.The horizontal coordinates were scaled from a map and have
 AG5452.an estimated accuracy of +/- 6 seconds.
 AG5452
 AG5452.The orthometric height was determined by differential leveling and
 AG5452.adjusted by the NATIONAL GEODETIC SURVEY
 AG5452.in June 1991.
 AG5452
 AG5452.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5452.GEOID18 height accuracy estimate available here.
 AG5452
 AG5452.This Tidal Bench Mark is designated as VM 11512
 AG5452.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG5452
 AG5452.Click photographs - Photos may exist for this station.
 AG5452
 AG5452.The dynamic height is computed by dividing the NAVD 88
 AG5452.geopotential number by the normal gravity value computed on the
 AG5452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5452.degrees latitude (g = 980.6199 gals.).
 AG5452
 AG5452.The modeled gravity was interpolated from observed gravity values.
 AG5452
 AG5452;                    North         East    Units  Estimated Accuracy
 AG5452;SPC FL W     -   362,180.      124,950.      MT  (+/- 180 meters Scaled)
 AG5452
 AG5452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL262541(NAD 83)
 AG5452
 AG5452                          SUPERSEDED SURVEY CONTROL
 AG5452
 AG5452  NGVD 29 (??/??/92)    1.588  (m)            5.21   (f) ADJ UNCH    1 2
 AG5452
 AG5452.Superseded values are not recommended for survey control.
 AG5452
 AG5452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5452.See file dsdata.pdf to determine how the superseded data were derived.
 AG5452
 AG5452_MARKER: DB = BENCH MARK DISK
 AG5452_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG5452+WITH SETTING: PAVEMENT
 AG5452_SP_SET: FLAGPOLE BASE
 AG5452_STAMPING: NO V
 AG5452_MARK LOGO: CGS
 AG5452_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG5452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5452+STABILITY: SURFACE MOTION
 AG5452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG5452+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 AG5452
 AG5452  HISTORY     - Date     Condition        Report By
 AG5452  HISTORY     - 1937     MONUMENTED       CGS
 AG5452  HISTORY     - 1969     GOOD             CGS
 AG5452  HISTORY     - 20000202 MARK NOT FOUND   USPSQD
 AG5452  HISTORY     - 20020422 GOOD             FLDEP
 AG5452
 AG5452                          STATION DESCRIPTION
 AG5452
 AG5452'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AG5452'16.5 MI SW FROM ST PETERSBURG.
 AG5452'TIDAL 5 IS A STANDARD DISK, STAMPED NO V, SET IN CONCRETE BASE ON
 AG5452'EAST SIDE OF FLAGPOLE ON LIGHTHOUSE RESERVATION.  POLE IS LOCATED
 AG5452'IN FRONT OF OLD LIGHTKEEPERS HOUSE.
 AG5452
 AG5452                          STATION RECOVERY (2000)
 AG5452
 AG5452'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG5452'MARK NOT FOUND.
 AG5452
 AG5452                          STATION RECOVERY (2002)
 AG5452
 AG5452'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (RWH)
 AG5452'THE MARK IS ABOUT 16.5 MI SOUTHWEST OF ST. PETERSBURG ON THE NORTH END
 AG5452'OF EGMONT KEY  STATE PARK, NEAR THE MOUTH OF TAMPA BAY.
 AG5452'
 AG5452'TO REACH THE MARK FROM THE SOUTHERN TIP OF MULLET KEY SOUTH OF ST.
 AG5452'PETERSBURG, BY  BOAT GO SOUTHWEST FOR ABOUT 1.5 MI TO THE NORTH END OF
 AG5452'EGMONT KEY STATE PARK AND THE  MARK, SET FLUSH IN THE NORTHEAST CORNER
 AG5452'OF THE FLAG POLE BASE, ABOUT 0.5 FT ABOVE THE  LEVEL OF THE GROUND.
 AG5452'
 AG5452'LOCATED 179.9 FT NORTHEAST OF TIDAL MARK NO VI 1937, 160.3 FT
 AG5452'SOUTHEAST OF THE CENTER OF  THE LIGHTHOUSE DOOR, 153.2 FT SOUTHEAST OF
 AG5452'TIDAL MARK 6347 A 1976, 133.1 FT SOUTHEAST OF  TIDAL MARK 6347 C 1976,
 AG5452'95.8 FT SOUTHWEST OF TIDAL MARK 6347 J 1983, 9.3 FT NORTHWEST OF  THE
 AG5452'CENTER OF TWO LARGE NAVIGATION RANGE LIGHTS (3.0 FT DIAMETER CONCRETE
 AG5452'BASE) AND 0.6  FT NORTHEAST OF THE CENTER OF A FLAG POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5451 ***********************************************************************
 AG5451  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5451  DESIGNATION -  872 6347 TIDAL 6
 AG5451  PID         -  AG5451
 AG5451  STATE/COUNTY-  FL/HILLSBOROUGH
 AG5451  COUNTRY     -  US
 AG5451  USGS QUAD   -  EGMONT KEY (2018)
 AG5451
 AG5451                         *CURRENT SURVEY CONTROL
 AG5451  ______________________________________________________________________
 AG5451* NAD 83(1986) POSITION- 27 36 04.13   (N) 082 45 35.70   (W)   HD_HELD1
 AG5451* NAVD 88 ORTHO HEIGHT -     1.295 (meters)        4.25  (feet) ADJUSTED
 AG5451  ______________________________________________________________________
 AG5451  GEOID HEIGHT    -        -24.302 (meters)                     GEOID18
 AG5451  DYNAMIC HEIGHT  -          1.293 (meters)        4.24  (feet) COMP
 AG5451  MODELED GRAVITY -    979,158.3   (mgal)                       NAVD 88
 AG5451
 AG5451  VERT ORDER      -  FIRST     CLASS II
 AG5451
 AG5451.The horizontal coordinates were determined by differentially corrected
 AG5451.hand held GPS observations or other comparable positioning techniques
 AG5451.and have an estimated accuracy of +/- 3 meters.
 AG5451
 AG5451.The orthometric height was determined by differential leveling and
 AG5451.adjusted by the NATIONAL GEODETIC SURVEY
 AG5451.in June 1991.
 AG5451
 AG5451.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5451.GEOID18 height accuracy estimate available here.
 AG5451
 AG5451.This Tidal Bench Mark is designated as VM 11513
 AG5451.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG5451
 AG5451.Click photographs - Photos may exist for this station.
 AG5451
 AG5451.The dynamic height is computed by dividing the NAVD 88
 AG5451.geopotential number by the normal gravity value computed on the
 AG5451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5451.degrees latitude (g = 980.6199 gals.).
 AG5451
 AG5451.The modeled gravity was interpolated from observed gravity values.
 AG5451
 AG5451;                    North         East    Units  Estimated Accuracy
 AG5451;SPC FL W     -   362,242.7     124,982.9     MT  (+/- 3 meters HH1 GPS) 
 AG5451
 AG5451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2631154256(NAD 83)
 AG5451
 AG5451                          SUPERSEDED SURVEY CONTROL
 AG5451
 AG5451  NGVD 29 (??/??/92)    1.585  (m)            5.20   (f) ADJ UNCH    1 2
 AG5451
 AG5451.Superseded values are not recommended for survey control.
 AG5451
 AG5451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5451.See file dsdata.pdf to determine how the superseded data were derived.
 AG5451
 AG5451_MARKER: DJ = TIDAL STATION DISK
 AG5451_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5451_SP_SET: RADIO TOWER BASE
 AG5451_STAMPING: NO VI
 AG5451_MARK LOGO: CGS
 AG5451_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG5451_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG5451+SATELLITE: SATELLITE OBSERVATIONS - April 22, 2002
 AG5451
 AG5451  HISTORY     - Date     Condition        Report By
 AG5451  HISTORY     - 1937     MONUMENTED       CGS
 AG5451  HISTORY     - 1969     GOOD             CGS
 AG5451  HISTORY     - 20000202 MARK NOT FOUND   USPSQD
 AG5451  HISTORY     - 20020422 GOOD             FLDEP
 AG5451
 AG5451                          STATION DESCRIPTION
 AG5451
 AG5451'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AG5451'16.5 MI SW FROM ST PETERSBURG.
 AG5451'TIDAL 6 IS A STANDARD DISK, STAMPED NO VI, SET IN SOUTHWEST CORNER
 AG5451'OF REMAINS OF BASE OF OLD RADIO TOWER AT HEAD OF DOCK, 5 FEET
 AG5451'SOUTH OF DOCK AND 10 FEET WEST OF WALK LEADING TO LIGHTKEEPERS
 AG5451'HOUSE.
 AG5451
 AG5451                          STATION RECOVERY (2000)
 AG5451
 AG5451'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG5451'MARK NOT FOUND.
 AG5451
 AG5451                          STATION RECOVERY (2002)
 AG5451
 AG5451'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (RWH)
 AG5451'THE MARK IS ABOUT 16.5 MI SOUTHWEST OF ST. PETERSBURG ON THE NORTH END
 AG5451'OF EGMONT KEY  STATE PARK, NEAR THE MOUTH OF TAMPA BAY.    TO REACH
 AG5451'THE MARK FROM THE SOUTHERN TIP OF MULLET KEY SOUTH OF ST. PETERSBURG,
 AG5451'BY  BOAT GO SOUTHWEST FOR ABOUT 1.5 MI TO THE NORTH END OF EGMONT KEY
 AG5451'STATE PARK AND THE  MARK, SET FLUSH IN THE SOUTHWESTERN MOST ONE OF
 AG5451'FOUR CONCRETE BASE SUPPORTS FOR AN  OLD RADIO TOWER (EACH OF THE FOUR
 AG5451'CONCRETE BASE SUPPORTS ARE A 5.0 FT SQUARE),  PROJECTING 0.1 FT ABOVE
 AG5451'THE LEVEL OF THE GROUND.
 AG5451'
 AG5451'LOCATED ABOUT 260.0 FT EAST-NORTHEAST OF THE CENTER OF THE LIGHTHOUSE
 AG5451'DOOR, 179.9 FT  SOUTHWEST OF TIDAL MARK NO V, 43.9 FT SOUTH-SOUTHWEST
 AG5451'OF THE SOUTHWEST CORNER OF THE  WOOD DOCK, 8.3 FT SOUTH-SOUTHWEST OF
 AG5451'AN EYE BOLT SET IN CONCRETE IN THE CENTER OF THE  FOUR CONCRETE BASE
 AG5451'(THE EYE BOLT IS SET IN A 3.0 FT SQUARE CONCRETE BASE) AND 1.0 FT
 AG5451'NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE CONCRETE BASE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5453 ***********************************************************************
 AG5453  DESIGNATION -  872 6347 TIDAL 7
 AG5453  PID         -  AG5453
 AG5453  STATE/COUNTY-  FL/PINELLAS
 AG5453  COUNTRY     -  US
 AG5453  USGS QUAD   -  EGMONT KEY (2018)
 AG5453
 AG5453                         *CURRENT SURVEY CONTROL
 AG5453  ______________________________________________________________________
 AG5453* NAD 83(1986) POSITION- 27 36 04.     (N) 082 45 35.     (W)   SCALED
 AG5453* NAVD 88 ORTHO HEIGHT -     1.386 (meters)        4.55  (feet) ADJUSTED
 AG5453  ______________________________________________________________________
 AG5453  GEOID HEIGHT    -        -24.302 (meters)                     GEOID18
 AG5453  DYNAMIC HEIGHT  -          1.383 (meters)        4.54  (feet) COMP
 AG5453  MODELED GRAVITY -    979,158.3   (mgal)                       NAVD 88
 AG5453
 AG5453  VERT ORDER      -  FIRST     CLASS II
 AG5453
 AG5453.The horizontal coordinates were scaled from a map and have
 AG5453.an estimated accuracy of +/- 6 seconds.
 AG5453
 AG5453.The orthometric height was determined by differential leveling and
 AG5453.adjusted by the NATIONAL GEODETIC SURVEY
 AG5453.in June 1991.
 AG5453
 AG5453.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5453.GEOID18 height accuracy estimate available here.
 AG5453
 AG5453.Click photographs - Photos may exist for this station.
 AG5453
 AG5453.The dynamic height is computed by dividing the NAVD 88
 AG5453.geopotential number by the normal gravity value computed on the
 AG5453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5453.degrees latitude (g = 980.6199 gals.).
 AG5453
 AG5453.The modeled gravity was interpolated from observed gravity values.
 AG5453
 AG5453;                    North         East    Units  Estimated Accuracy
 AG5453;SPC FL W     -   362,240.      125,000.      MT  (+/- 180 meters Scaled)
 AG5453
 AG5453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL263542(NAD 83)
 AG5453
 AG5453                          SUPERSEDED SURVEY CONTROL
 AG5453
 AG5453  NGVD 29 (??/??/92)    1.675  (m)            5.50   (f) ADJ UNCH    1 2
 AG5453
 AG5453.Superseded values are not recommended for survey control.
 AG5453
 AG5453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5453.See file dsdata.pdf to determine how the superseded data were derived.
 AG5453
 AG5453_MARKER: DB = BENCH MARK DISK
 AG5453_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG5453_SP_SET: FLOOR BEAM
 AG5453_STAMPING: B M 7 1951
 AG5453_MARK LOGO: CGS
 AG5453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5453
 AG5453  HISTORY     - Date     Condition        Report By
 AG5453  HISTORY     - 1951     MONUMENTED       CGS
 AG5453  HISTORY     - 1969     GOOD             CGS
 AG5453  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 AG5453  HISTORY     - 20000202 MARK NOT FOUND   USPSQD
 AG5453
 AG5453                          STATION DESCRIPTION
 AG5453
 AG5453'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 AG5453'16.5 MI SW FROM ST PETERSBURG.
 AG5453'TIDAL 7 IS A STANDARD DISK, STAMPED B.M. 7 1951, SET APPROXIMATELY
 AG5453'4 FEET FROM SOUTHWEST CORNER OF OLD DOCK, ON 6-INCH BY 22-INCH
 AG5453'CONCRETE FLOOR BEAM.  THIS BEAM IS ONE NEAREST TO SHORELINE AND
 AG5453'APPROXIMATELY PARALLEL TO IT.
 AG5453
 AG5453                          STATION RECOVERY (1989)
 AG5453
 AG5453'RECOVERY NOTE BY US POWER SQUADRON 1989 (SAS)
 AG5453'MARK NOT FOUND.
 AG5453
 AG5453                          STATION RECOVERY (2000)
 AG5453
 AG5453'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG5453'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9199 ***********************************************************************
 DR9199  DESIGNATION -  872 6351 A
 DR9199  PID         -  DR9199
 DR9199  STATE/COUNTY-  FL/MANATEE
 DR9199  COUNTRY     -  US
 DR9199  USGS QUAD   -  ANNA MARIA (2018)
 DR9199
 DR9199                         *CURRENT SURVEY CONTROL
 DR9199  ______________________________________________________________________
 DR9199* NAD 83(1986) POSITION- 27 36 00.55   (N) 082 38 37.17   (W)   HD_HELD1
 DR9199* NAVD 88 ORTHO HEIGHT -     4.551 (meters)       14.93  (feet) ADJUSTED
 DR9199  ______________________________________________________________________
 DR9199  GEOID HEIGHT    -        -24.454 (meters)                     GEOID18
 DR9199  DYNAMIC HEIGHT  -          4.544 (meters)       14.91  (feet) COMP
 DR9199  MODELED GRAVITY -    979,153.7   (mgal)                       NAVD 88
 DR9199
 DR9199  VERT ORDER      -  SECOND    CLASS I
 DR9199
 DR9199.The horizontal coordinates were determined by differentially corrected
 DR9199.hand held GPS observations or other comparable positioning techniques
 DR9199.and have an estimated accuracy of +/- 3 meters.
 DR9199
 DR9199.The orthometric height was determined by differential leveling and
 DR9199.adjusted by the NATIONAL GEODETIC SURVEY
 DR9199.in December 2023.
 DR9199
 DR9199.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9199.GEOID18 height accuracy estimate available here.
 DR9199
 DR9199.Click photographs - Photos may exist for this station.
 DR9199
 DR9199.The dynamic height is computed by dividing the NAVD 88
 DR9199.geopotential number by the normal gravity value computed on the
 DR9199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9199.degrees latitude (g = 980.6199 gals.).
 DR9199
 DR9199.The modeled gravity was interpolated from observed gravity values.
 DR9199
 DR9199;                    North         East    Units  Estimated Accuracy
 DR9199;SPC FL W     -   362,067.4     136,459.4     MT  (+/- 3 meters HH1 GPS) 
 DR9199
 DR9199_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3778553988(NAD 83)
 DR9199
 DR9199                          SUPERSEDED SURVEY CONTROL
 DR9199
 DR9199.No superseded survey control is available for this station.
 DR9199
 DR9199_MARKER: DD = SURVEY DISK
 DR9199_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR9199_SP_SET: CURB
 DR9199_STAMPING: 6351 A 2022
 DR9199_MARK LOGO: FLDEP
 DR9199_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9199+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2022
 DR9199
 DR9199  HISTORY     - Date     Condition        Report By
 DR9199  HISTORY     - 20221207 MONUMENTED       FLDEP
 DR9199
 DR9199                          STATION DESCRIPTION
 DR9199
 DR9199'DESCRIBED BY FL DEPT OF ENV PRO 2022 (MAH)
 DR9199'THE MARK IS ABOUT 8.2 MI (13.2 KM) NORTH-NORTHWEST OF BRADENTON, 7.3
 DR9199'MI (11.7 KM) NORTHEAST OF ANNA MARIA AND 7.0 MI (11.3 KM) NORTHWEST OF
 DR9199'PALMETTO.
 DR9199'
 DR9199'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 AND
 DR9199'INTERSTATE 275 NORTHBOUND OVERPASS IN TERRA CEIA, GO WEST ON
 DR9199'INTERSTATE 275 NORTHBOUND FOR 1.15 MI (1.85 KM) TO FLORIDA SKYWAY TOLL
 DR9199'NORTHBOUND CONTINUE WEST PASSING THROUGH THE TOLL BOOTH ON INTERSTATE
 DR9199'275 NORTHBOUND FOR 0.7 MI (1.1 KM) TO THE EXIT RAMP AT SOUTH SKYWAY
 DR9199'FISHING PIER REST AREA ON THE RIGHT, VEER RIGHT ON THE EXIT RAMP AND
 DR9199'GO WEST-NORTHWEST FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF THE SOUTH END
 DR9199'OF THE SOUTH SKYWAY FISHING PIER REST AREA ON THE RIGHT AND SOUTH
 DR9199'SKYWAY FISHING PIER ROAD ON THE LEFT.  TURN LEFT ON SOUTH SKYWAY
 DR9199'FISHING PIER ROAD AND GO SOUTH THEN NORTHWEST FOR 1.3 MI (2.1 KM) TO
 DR9199'THE SOUTH SKY FISHING PIER FEE COLLECTION BOOTH AND THE ENTRANCE OF
 DR9199'THE FISHING PIER.  CONTINUE NORTHWEST (PASSING THROUGH THE COLLECTION
 DR9199'BOOTH) NOW ON THE FISHING PIER FOR 1.0 MI (1.6 KM) TO THE FISHING PIER
 DR9199'BAIT SHOP ON THE RIGHT AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP
 DR9199'OF A CONCRETE CURB 1.0 FT (0.3 M) ABOVE THE LEVEL OF THE FISHING PIER.
 DR9199'LOCATED 57.7 FT (17.6 M) NORTHWEST OF ALUMINUM LIGHT POLE NUMBER 33,
 DR9199'50.1 FT (15.3 M) WEST OF THE WEST CORNER OF THE FISHING PIER BAIT
 DR9199'SHOP, 37.7 FT (11.5 M) SOUTHEAST OF ALUMINUM LIGHT POLE NUMBER 32,
 DR9199'10.8 FT (3.3 M) NORTH-NORTHWEST OF THE CONCRETE GUARD RAIL PYLON
 DR9199'NUMBER 109 AND 10.1 FT (3.1 M) SOUTH-SOUTHWEST OF THE APPROXIMATE
 DR9199'CENTERLINE OF THE FISHING PIER ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9198 ***********************************************************************
 DR9198  DESIGNATION -  872 6351 B
 DR9198  PID         -  DR9198
 DR9198  STATE/COUNTY-  FL/MANATEE
 DR9198  COUNTRY     -  US
 DR9198  USGS QUAD   -  ANNA MARIA (2018)
 DR9198
 DR9198                         *CURRENT SURVEY CONTROL
 DR9198  ______________________________________________________________________
 DR9198* NAD 83(1986) POSITION- 27 36 11.16   (N) 082 38 53.59   (W)   HD_HELD1
 DR9198* NAVD 88 ORTHO HEIGHT -     4.522 (meters)       14.84  (feet) ADJUSTED
 DR9198  ______________________________________________________________________
 DR9198  GEOID HEIGHT    -        -24.449 (meters)                     GEOID18
 DR9198  DYNAMIC HEIGHT  -          4.515 (meters)       14.81  (feet) COMP
 DR9198  MODELED GRAVITY -    979,154.2   (mgal)                       NAVD 88
 DR9198
 DR9198  VERT ORDER      -  SECOND    CLASS I
 DR9198
 DR9198.The horizontal coordinates were determined by differentially corrected
 DR9198.hand held GPS observations or other comparable positioning techniques
 DR9198.and have an estimated accuracy of +/- 3 meters.
 DR9198
 DR9198.The orthometric height was determined by differential leveling and
 DR9198.adjusted by the NATIONAL GEODETIC SURVEY
 DR9198.in December 2023.
 DR9198
 DR9198.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9198.GEOID18 height accuracy estimate available here.
 DR9198
 DR9198.Click photographs - Photos may exist for this station.
 DR9198
 DR9198.The dynamic height is computed by dividing the NAVD 88
 DR9198.geopotential number by the normal gravity value computed on the
 DR9198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9198.degrees latitude (g = 980.6199 gals.).
 DR9198
 DR9198.The modeled gravity was interpolated from observed gravity values.
 DR9198
 DR9198;                    North         East    Units  Estimated Accuracy
 DR9198;SPC FL W     -   362,396.3     136,010.8     MT  (+/- 3 meters HH1 GPS) 
 DR9198
 DR9198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3734054321(NAD 83)
 DR9198
 DR9198                          SUPERSEDED SURVEY CONTROL
 DR9198
 DR9198.No superseded survey control is available for this station.
 DR9198
 DR9198_MARKER: DD = SURVEY DISK
 DR9198_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR9198_SP_SET: CURB
 DR9198_STAMPING: 6351 B 2022
 DR9198_MARK LOGO: FLDEP
 DR9198_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9198+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2022
 DR9198
 DR9198  HISTORY     - Date     Condition        Report By
 DR9198  HISTORY     - 20221207 MONUMENTED       FLDEP
 DR9198
 DR9198                          STATION DESCRIPTION
 DR9198
 DR9198'DESCRIBED BY FL DEPT OF ENV PRO 2022 (MAH)
 DR9198'THE MARK IS ABOUT 7.6 MI (12.2 KM) NORTH-NORTHWEST OF BRADENTON, 7.5
 DR9198'MI (12.1 KM) NORTHEAST OF ANNA MARIA AND 6.3 MI (10.1 KM) NORTHWEST OF
 DR9198'PALMETTO.
 DR9198'
 DR9198'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 AND
 DR9198'INTERSTATE 275 NORTHBOUND OVERPASS IN TERRA CEIA, GO WEST ON
 DR9198'INTERSTATE 275 NORTHBOUND FOR 1.15 MI (1.85 KM) TO FLORIDA SKYWAY TOLL
 DR9198'NORTHBOUND CONTINUE WEST PASSING THROUGH THE TOLL BOOTH ON INTERSTATE
 DR9198'275 NORTHBOUND FOR 0.7 MI (1.1 KM) TO THE EXIT RAMP AT SOUTH SKYWAY
 DR9198'FISHING PIER REST AREA ON THE RIGHT, VEER RIGHT ON THE EXIT RAMP AND
 DR9198'GO WEST-NORTHWEST FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF THE SOUTH END
 DR9198'OF THE SOUTH SKYWAY FISHING PIER REST AREA ON THE RIGHT AND SOUTH
 DR9198'SKYWAY FISHING PIER ROAD ON THE LEFT.  TURN LEFT ON SOUTH SKYWAY
 DR9198'FISHING PIER ROAD AND GO SOUTH THEN NORTHWEST FOR 1.3 MI (2.1 KM) TO
 DR9198'THE SOUTH SKY FISHING PIER FEE COLLECTION BOOTH AND THE ENTRANCE OF
 DR9198'THE FISHING PIER.  CONTINUE NORTHWEST (PASSING THROUGH THE COLLECTION
 DR9198'BOOTH) NOW ON THE FISHING PIER FOR 1.3 MI (2.1 KM) TO THE
 DR9198'NORTHERN-MOST RESTROOM FACILITY ON THE RIGHT AND THE MARK ON THE
 DR9198'RIGHT, SET FLUSH IN THE TOP OF A CONCRETE CURB 1.0 FT (0.3 M) ABOVE
 DR9198'THE LEVEL OF THE FISHING PIER.
 DR9198'
 DR9198'LOCATED 144.6 FT (44.1 M) SOUTH-SOUTHEAST OF ALUMINUM LIGHT POLE
 DR9198'NUMBER 12, 61.6 FT (18.8 M) NORTH OF ALUMINUM LIGHT POLE NUMBER 14,
 DR9198'25.7 FT (7.8 M) WEST-NORTHWEST OF THE WEST CORNER OF THE RESTROOM
 DR9198'FACILITY, 20.0 FT (6.1 M) EAST OF SOUTH SUNSHINE SKYWAY FISHING PIER
 DR9198'ROAD AND 4.3 FT (1.3 M) WEST OF THE CONCRETE GUARD RAIL PYLON NUMBER
 DR9198'147.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9200 ***********************************************************************
 DR9200  DESIGNATION -  872 6351 C
 DR9200  PID         -  DR9200
 DR9200  STATE/COUNTY-  FL/MANATEE
 DR9200  COUNTRY     -  US
 DR9200  USGS QUAD   -  ANNA MARIA (2018)
 DR9200
 DR9200                         *CURRENT SURVEY CONTROL
 DR9200  ______________________________________________________________________
 DR9200* NAD 83(1986) POSITION- 27 35 41.31   (N) 082 38 04.34   (W)   HD_HELD1
 DR9200* NAVD 88 ORTHO HEIGHT -     4.539 (meters)       14.89  (feet) ADJUSTED
 DR9200  ______________________________________________________________________
 DR9200  GEOID HEIGHT    -        -24.464 (meters)                     GEOID18
 DR9200  DYNAMIC HEIGHT  -          4.532 (meters)       14.87  (feet) COMP
 DR9200  MODELED GRAVITY -    979,152.6   (mgal)                       NAVD 88
 DR9200
 DR9200  VERT ORDER      -  SECOND    CLASS I
 DR9200
 DR9200.The horizontal coordinates were determined by differentially corrected
 DR9200.hand held GPS observations or other comparable positioning techniques
 DR9200.and have an estimated accuracy of +/- 3 meters.
 DR9200
 DR9200.The orthometric height was determined by differential leveling and
 DR9200.adjusted by the NATIONAL GEODETIC SURVEY
 DR9200.in December 2023.
 DR9200
 DR9200.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9200.GEOID18 height accuracy estimate available here.
 DR9200
 DR9200.Click photographs - Photos may exist for this station.
 DR9200
 DR9200.The dynamic height is computed by dividing the NAVD 88
 DR9200.geopotential number by the normal gravity value computed on the
 DR9200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9200.degrees latitude (g = 980.6199 gals.).
 DR9200
 DR9200.The modeled gravity was interpolated from observed gravity values.
 DR9200
 DR9200;                    North         East    Units  Estimated Accuracy
 DR9200;SPC FL W     -   361,470.5     137,356.6     MT  (+/- 3 meters HH1 GPS) 
 DR9200
 DR9200_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3867853384(NAD 83)
 DR9200
 DR9200                          SUPERSEDED SURVEY CONTROL
 DR9200
 DR9200.No superseded survey control is available for this station.
 DR9200
 DR9200_MARKER: DD = SURVEY DISK
 DR9200_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DR9200_SP_SET: CURB
 DR9200_STAMPING: 6351 C 2022
 DR9200_MARK LOGO: FLDEP
 DR9200_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DR9200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9200+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2022
 DR9200
 DR9200  HISTORY     - Date     Condition        Report By
 DR9200  HISTORY     - 20221207 MONUMENTED       FLDEP
 DR9200
 DR9200                          STATION DESCRIPTION
 DR9200
 DR9200'DESCRIBED BY FL DEPT OF ENV PRO 2022 (MAH)
 DR9200'THE MARK IS ABOUT 7.6 MI (12.2 KM) NORTH-NORTHWEST OF BRADENTON, 7.5
 DR9200'MI (12.1 KM) NORTHEAST OF ANNA MARIA AND 6.3 MI (10.1 KM) NORTHWEST OF
 DR9200'PALMETTO.
 DR9200'
 DR9200'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 AND
 DR9200'INTERSTATE 275 NORTHBOUND OVERPASS IN TERRA CEIA, GO WEST ON
 DR9200'INTERSTATE 275 NORTHBOUND FOR 1.15 MI (1.85 KM) TO FLORIDA SKYWAY TOLL
 DR9200'NORTHBOUND CONTINUE WEST PASSING THROUGH THE TOLL BOOTH ON INTERSTATE
 DR9200'275 NORTHBOUND FOR 0.7 MI (1.1 KM) TO THE EXIT RAMP AT SOUTH SKYWAY
 DR9200'FISHING PIER REST AREA ON THE RIGHT, VEER RIGHT ON THE EXIT RAMP AND
 DR9200'GO WEST-NORTHWEST FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF THE SOUTH END
 DR9200'OF THE SOUTH SKYWAY FISHING PIER REST AREA ON THE RIGHT AND SOUTH
 DR9200'SKYWAY FISHING PIER ROAD ON THE LEFT.  TURN LEFT ON SOUTH SKYWAY
 DR9200'FISHING PIER ROAD AND GO SOUTH THEN NORTHWEST FOR 1.3 MI (2.1 KM) TO
 DR9200'THE SOUTH SKY FISHING PIER FEE COLLECTION BOOTH AND THE ENTRANCE OF
 DR9200'THE FISHING PIER.  CONTINUE NORTHWEST (PASSING THROUGH THE COLLECTION
 DR9200'BOOTH) NOW ON THE FISHING PIER FOR 0.3 MI (0.5 KM) TO THE
 DR9200'SOUTHERN-MOST RESTROOM FACILITY ON THE RIGHT AND THE MARK ON THE LEFT,
 DR9200'SET FLUSH IN THE TOP OF A CONCRETE CURB 1.0 FT (0.3 M) ABOVE THE LEVEL
 DR9200'OF THE FISHING PIER.
 DR9200'
 DR9200'LOCATED 82.8 FT (25.2 M) WEST-NORTHWEST OF ALUMINUM LIGHT POLE NUMBER
 DR9200'70, 44.6 FT (13.6 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DR9200'RESTROOM FACILITY BUILDING, 27.5 FT (8.4 M) SOUTH-SOUTHEAST OF THE
 DR9200'NORTHWEST END OF A CONCRETE CURB, 27.0 FT (8.2 M) NORTH-NORTHWEST OF
 DR9200'THE CONCRETE GUARD RAIL PYLON NUMBER 69 AND 10.1 FT (3.1 M)
 DR9200'WEST-SOUTHWEST OF THE APPROXIMATE CENTERLINE OF THE FISHING PIER ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9201 ***********************************************************************
 DR9201  DESIGNATION -  872 6351 D
 DR9201  PID         -  DR9201
 DR9201  STATE/COUNTY-  FL/MANATEE
 DR9201  COUNTRY     -  US
 DR9201  USGS QUAD   -  PALMETTO (2018)
 DR9201
 DR9201                         *CURRENT SURVEY CONTROL
 DR9201  ______________________________________________________________________
 DR9201* NAD 83(1986) POSITION- 27 35 19.15   (N) 082 37 27.26   (W)   HD_HELD1
 DR9201* NAVD 88 ORTHO HEIGHT -     0.952 (meters)        3.12  (feet) ADJUSTED
 DR9201  ______________________________________________________________________
 DR9201  GEOID HEIGHT    -        -24.474 (meters)                     GEOID18
 DR9201  DYNAMIC HEIGHT  -          0.951 (meters)        3.12  (feet) COMP
 DR9201  MODELED GRAVITY -    979,151.5   (mgal)                       NAVD 88
 DR9201
 DR9201  VERT ORDER      -  SECOND    CLASS I
 DR9201
 DR9201.The horizontal coordinates were determined by differentially corrected
 DR9201.hand held GPS observations or other comparable positioning techniques
 DR9201.and have an estimated accuracy of +/- 3 meters.
 DR9201
 DR9201.The orthometric height was determined by differential leveling and
 DR9201.adjusted by the NATIONAL GEODETIC SURVEY
 DR9201.in December 2023.
 DR9201
 DR9201.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9201.GEOID18 height accuracy estimate available here.
 DR9201
 DR9201.Click photographs - Photos may exist for this station.
 DR9201
 DR9201.The dynamic height is computed by dividing the NAVD 88
 DR9201.geopotential number by the normal gravity value computed on the
 DR9201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9201.degrees latitude (g = 980.6199 gals.).
 DR9201
 DR9201.The modeled gravity was interpolated from observed gravity values.
 DR9201
 DR9201;                    North         East    Units  Estimated Accuracy
 DR9201;SPC FL W     -   360,783.2     138,370.0     MT  (+/- 3 meters HH1 GPS) 
 DR9201
 DR9201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3968652689(NAD 83)
 DR9201
 DR9201                          SUPERSEDED SURVEY CONTROL
 DR9201
 DR9201.No superseded survey control is available for this station.
 DR9201
 DR9201_MARKER: F = FLANGE-ENCASED ROD
 DR9201_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9201_STAMPING: 6351 D 2023
 DR9201_MARK LOGO: FLDEP
 DR9201_PROJECTION: RECESSED 5 CENTIMETERS
 DR9201_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9201+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2023
 DR9201_ROD/PIPE-DEPTH: 8.7 meters
 DR9201
 DR9201  HISTORY     - Date     Condition        Report By
 DR9201  HISTORY     - 20230105 MONUMENTED       FLDEP
 DR9201
 DR9201                          STATION DESCRIPTION
 DR9201
 DR9201'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9201'THE MARK IS ABOUT 7.8 MI (12.6 KM) EAST-NORTHEAST OF ANNA MARIA, 6.9
 DR9201'MI (11.1 KM) NORTH-NORTHWEST OF BRADENTON AND 5.6 MI (9.0 KM)
 DR9201'NORTHWEST OF PALMETTO.
 DR9201'
 DR9201'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 AND
 DR9201'INTERSTATE 275 NORTHBOUND OVERPASS IN TERRA CEIA, GO WEST ON
 DR9201'INTERSTATE 275 NORTHBOUND FOR 1.15 MI (1.85 KM) TO FLORIDA SKYWAY TOLL
 DR9201'NORTHBOUND CONTINUE WEST PASSING THROUGH TOLL BOOTH ON INTERSTATE 275
 DR9201'NORTHBOUND FOR 0.7 MI (1.1 KM) TO THE EXIT RAMP AT SOUTH SKYWAY
 DR9201'FISHING PIER REST AREA ON THE RIGHT, VEER RIGHT ON THE EXIT RAMP AND
 DR9201'GO WEST-NORTHWEST FOR 0.3 MI (0.5 KM) TO THE JUNCTION OF THE SOUTH END
 DR9201'OF THE SOUTH SKYWAY FISHING PIER REST AREA ON THE RIGHT AND SOUTH
 DR9201'SKYWAY FISHING PIER ROAD ON THE LEFT.  TURN LEFT ON SOUTH SKYWAY
 DR9201'FISHING PIER ROAD AND GO SOUTH THEN NORTHWEST FOR 0.8 MI (1.3 KM) TO
 DR9201'THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DR9201'DEPTH OF 28.6 FT (8.7 M) WITH A (FLDEP) LOGO CAP RECESSED 0.2 FT (6
 DR9201'CM) BELOW THE LEVEL OF THE GROUND AND 0.6 FT (18 CM) BELOW THE LEVEL
 DR9201'OF SOUTH SKYWAY FISHING PIER ROAD, THE DATUM POINT IS RECESSED 0.5 FT
 DR9201'(15 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR9201'
 DR9201'LOCATED 135.8 FT (41.4 M) WEST-NORTHWEST OF AN ALUMINUM LIGHT POLE,
 DR9201'88.5 FT (27.0 M) SOUTH-SOUTHEAST OF AN ALUMINUM LIGHT POLE NUMBER 66,
 DR9201'27.3 FT (8.3 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF SOUTH
 DR9201'SKYWAY FISHING PIER ROAD AND 4.3 FT (1.3 M) SOUTHWEST OF A CARSONITE
 DR9201'WITNESS POST.
 DR9201'
 DR9201'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9201'
 DR9201'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9201'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9202 ***********************************************************************
 DR9202  DESIGNATION -  872 6351 E
 DR9202  PID         -  DR9202
 DR9202  STATE/COUNTY-  FL/MANATEE
 DR9202  COUNTRY     -  US
 DR9202  USGS QUAD   -  PALMETTO (2018)
 DR9202
 DR9202                         *CURRENT SURVEY CONTROL
 DR9202  ______________________________________________________________________
 DR9202* NAD 83(1986) POSITION- 27 35 02.35   (N) 082 36 44.38   (W)   HD_HELD1
 DR9202* NAVD 88 ORTHO HEIGHT -     0.809 (meters)        2.65  (feet) ADJUSTED
 DR9202  ______________________________________________________________________
 DR9202  GEOID HEIGHT    -        -24.487 (meters)                     GEOID18
 DR9202  DYNAMIC HEIGHT  -          0.807 (meters)        2.65  (feet) COMP
 DR9202  MODELED GRAVITY -    979,150.6   (mgal)                       NAVD 88
 DR9202
 DR9202  VERT ORDER      -  SECOND    CLASS I
 DR9202
 DR9202.The horizontal coordinates were determined by differentially corrected
 DR9202.hand held GPS observations or other comparable positioning techniques
 DR9202.and have an estimated accuracy of +/- 3 meters.
 DR9202
 DR9202.The orthometric height was determined by differential leveling and
 DR9202.adjusted by the NATIONAL GEODETIC SURVEY
 DR9202.in December 2023.
 DR9202
 DR9202.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9202.GEOID18 height accuracy estimate available here.
 DR9202
 DR9202.Click photographs - Photos may exist for this station.
 DR9202
 DR9202.The dynamic height is computed by dividing the NAVD 88
 DR9202.geopotential number by the normal gravity value computed on the
 DR9202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9202.degrees latitude (g = 980.6199 gals.).
 DR9202
 DR9202.The modeled gravity was interpolated from observed gravity values.
 DR9202
 DR9202;                    North         East    Units  Estimated Accuracy
 DR9202;SPC FL W     -   360,260.3     139,543.5     MT  (+/- 3 meters HH1 GPS) 
 DR9202
 DR9202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4085552156(NAD 83)
 DR9202
 DR9202                          SUPERSEDED SURVEY CONTROL
 DR9202
 DR9202.No superseded survey control is available for this station.
 DR9202
 DR9202_MARKER: F = FLANGE-ENCASED ROD
 DR9202_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9202_STAMPING: 6351 E 2023
 DR9202_MARK LOGO: FLDEP
 DR9202_PROJECTION: RECESSED 5 CENTIMETERS
 DR9202_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR9202_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9202+SATELLITE: SATELLITE OBSERVATIONS - January 05, 2023
 DR9202_ROD/PIPE-DEPTH: 8.3 meters
 DR9202
 DR9202  HISTORY     - Date     Condition        Report By
 DR9202  HISTORY     - 20230105 MONUMENTED       FLDEP
 DR9202
 DR9202                          STATION DESCRIPTION
 DR9202
 DR9202'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9202'THE MARK IS ABOUT 8.3 MI (13.4 KM) EAST-NORTHEAST OF ANNA MARIA, 6.3
 DR9202'MI (10.1 KM) NORTH-NORTHWEST OF BRADENTON AND 5.0 MI (8.0 KM)
 DR9202'NORTH-NORTHWEST OF PALMETTO.
 DR9202'
 DR9202'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 AND
 DR9202'INTERSTATE 275 NORTHBOUND OVERPASS IN TERRA CEIA, GO WEST ON
 DR9202'INTERSTATE 275 NORTHBOUND FOR 1.15 MI (1.85 KM) TO FLORIDA SKYWAY TOLL
 DR9202'NORTHBOUND CONTINUE WEST PASSING THROUGH TOLL BOOTH ON INTERSTATE 275
 DR9202'NORTHBOUND FOR 0.7 MI (1.1 KM) TO THE EXIT RAMP AT SOUTH SKYWAY
 DR9202'FISHING PIER REST AREA ON THE RIGHT, VEER RIGHT ON THE EXIT RAMP ROAD
 DR9202'AND GO WEST-NORTHWEST FOR 0.2 MI (0.3 KM) TO THE MARK ON THE LEFT, A
 DR9202'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 27.2 FT (8.3 M)
 DR9202'WITH A (FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DR9202'GROUND AND 0.2 FT (6 CM) BELOW THE LEVEL OF SOUTH SKYWAY FISHING PIER
 DR9202'REST AREA ENTRANCE RAMP ROAD, THE DATUM POINT IS RECESSED 0.6 FT (18
 DR9202'CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR9202'
 DR9202'LOCATED 150.2 FT (45.8 M) EAST OF THE NORTHEAST CORNER OF A CONCRETE
 DR9202'STORM DRAIN, 80.3 FT (24.5 M) SOUTHEAST OF ALUMINUM LIGHT POLE NUMBER
 DR9202'116, 29.6 FT (9.0 M) WEST OF A WRONG WAY SIGN AND 3.0 FT (0.9 M) NORTH
 DR9202'OF A CARSONITE WITNESS POST.
 DR9202'
 DR9202'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9202'
 DR9202'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9202'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7675 ***********************************************************************
 AG7675  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7675  DESIGNATION -  872 6353 A TIDAL
 AG7675  PID         -  AG7675
 AG7675  STATE/COUNTY-  FL/MANATEE
 AG7675  COUNTRY     -  US
 AG7675  USGS QUAD   -  PALMETTO (2018)
 AG7675
 AG7675                         *CURRENT SURVEY CONTROL
 AG7675  ______________________________________________________________________
 AG7675* NAD 83(1986) POSITION- 27 36 04.     (N) 082 33 17.     (W)   SCALED
 AG7675* NAVD 88 ORTHO HEIGHT -     1.054 (meters)        3.46  (feet) ADJUSTED
 AG7675  ______________________________________________________________________
 AG7675  GEOID HEIGHT    -        -24.564 (meters)                     GEOID18
 AG7675  DYNAMIC HEIGHT  -          1.053 (meters)        3.45  (feet) COMP
 AG7675  MODELED GRAVITY -    979,150.7   (mgal)                       NAVD 88
 AG7675
 AG7675  VERT ORDER      -  SECOND    CLASS I
 AG7675
 AG7675.The horizontal coordinates were scaled from a map and have
 AG7675.an estimated accuracy of +/- 6 seconds.
 AG7675
 AG7675.The orthometric height was determined by differential leveling and
 AG7675.adjusted by the NATIONAL GEODETIC SURVEY
 AG7675.in June 1991.
 AG7675
 AG7675.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7675.GEOID18 height accuracy estimate available here.
 AG7675
 AG7675.This Tidal Bench Mark is designated as VM 6208
 AG7675.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7675
 AG7675.Click photographs - Photos may exist for this station.
 AG7675
 AG7675.The dynamic height is computed by dividing the NAVD 88
 AG7675.geopotential number by the normal gravity value computed on the
 AG7675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7675.degrees latitude (g = 980.6199 gals.).
 AG7675
 AG7675.The modeled gravity was interpolated from observed gravity values.
 AG7675
 AG7675;                    North         East    Units  Estimated Accuracy
 AG7675;SPC FL W     -   362,130.      145,240.      MT  (+/- 180 meters Scaled)
 AG7675
 AG7675_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL465539(NAD 83)
 AG7675
 AG7675                          SUPERSEDED SURVEY CONTROL
 AG7675
 AG7675.No superseded survey control is available for this station.
 AG7675
 AG7675_MARKER: DJ = TIDAL STATION DISK
 AG7675_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7675_STAMPING: 6353 A 1977
 AG7675_MARK LOGO: NOS
 AG7675_PROJECTION: PROJECTING 5 CENTIMETERS
 AG7675_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7675_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7675_ROD/PIPE-DEPTH: 12.2 meters
 AG7675
 AG7675  HISTORY     - Date     Condition        Report By
 AG7675  HISTORY     - 1977     MONUMENTED       NOS
 AG7675  HISTORY     - 1983     GOOD             FLDNR
 AG7675  HISTORY     - 20081112 MARK NOT FOUND   FL-081
 AG7675
 AG7675                          STATION DESCRIPTION
 AG7675
 AG7675'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7675'12.3 MI SW FROM RUSKIN.
 AG7675'BEGIN AT THE RUSKIN POST OFFICE, GO 11.35 MILES SOUTHWEST ON U.S.
 AG7675'HIGHWAY 41 TO THE JUNCTION OF BISHOP HARBOR ROAD, GO 0.8 MILE WEST ON
 AG7675'BISHOP HARBOR ROAD TO A PRIVATE DRIVE TO THE F. BURGER PROPERTY, GO
 AG7675'0.1 MILE WEST ON THE DRIVE TO THE BURGER RESIDENCE AND THE MARK
 AG7675'VICINITY.  THE MARK IS ABOUT 300 FEET WEST ALONG A TRACK ROAD FROM THE
 AG7675'ENTRANCE DRIVE, 16 FEET SOUTH OF THE CENTERLINE OF THE TRACK ROAD, AND
 AG7675'5 FEET NORTH OF THE EDGE OF MANGROVES.
 AG7675
 AG7675                          STATION RECOVERY (2008)
 AG7675
 AG7675'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7675'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7674 ***********************************************************************
 AG7674  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7674  DESIGNATION -  872 6353 B TIDAL
 AG7674  PID         -  AG7674
 AG7674  STATE/COUNTY-  FL/MANATEE
 AG7674  COUNTRY     -  US
 AG7674  USGS QUAD   -  PALMETTO (2018)
 AG7674
 AG7674                         *CURRENT SURVEY CONTROL
 AG7674  ______________________________________________________________________
 AG7674* NAD 83(1986) POSITION- 27 36 04.     (N) 082 33 09.     (W)   SCALED
 AG7674* NAVD 88 ORTHO HEIGHT -     1.211 (meters)        3.97  (feet) ADJUSTED
 AG7674  ______________________________________________________________________
 AG7674  GEOID HEIGHT    -        -24.567 (meters)                     GEOID18
 AG7674  DYNAMIC HEIGHT  -          1.209 (meters)        3.97  (feet) COMP
 AG7674  MODELED GRAVITY -    979,150.6   (mgal)                       NAVD 88
 AG7674
 AG7674  VERT ORDER      -  SECOND    CLASS I
 AG7674
 AG7674.The horizontal coordinates were scaled from a map and have
 AG7674.an estimated accuracy of +/- 6 seconds.
 AG7674
 AG7674.The orthometric height was determined by differential leveling and
 AG7674.adjusted by the NATIONAL GEODETIC SURVEY
 AG7674.in June 1991.
 AG7674
 AG7674.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7674.GEOID18 height accuracy estimate available here.
 AG7674
 AG7674.This Tidal Bench Mark is designated as VM 6209
 AG7674.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7674
 AG7674.Click photographs - Photos may exist for this station.
 AG7674
 AG7674.The dynamic height is computed by dividing the NAVD 88
 AG7674.geopotential number by the normal gravity value computed on the
 AG7674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7674.degrees latitude (g = 980.6199 gals.).
 AG7674
 AG7674.The modeled gravity was interpolated from observed gravity values.
 AG7674
 AG7674;                    North         East    Units  Estimated Accuracy
 AG7674;SPC FL W     -   362,130.      145,460.      MT  (+/- 180 meters Scaled)
 AG7674
 AG7674_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL467539(NAD 83)
 AG7674
 AG7674                          SUPERSEDED SURVEY CONTROL
 AG7674
 AG7674.No superseded survey control is available for this station.
 AG7674
 AG7674_MARKER: DJ = TIDAL STATION DISK
 AG7674_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7674_STAMPING: 6353 B 1977
 AG7674_MARK LOGO: NOS
 AG7674_PROJECTION: FLUSH
 AG7674_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7674_ROD/PIPE-DEPTH: 12.2 meters
 AG7674
 AG7674  HISTORY     - Date     Condition        Report By
 AG7674  HISTORY     - 1977     MONUMENTED       NOS
 AG7674  HISTORY     - 1983     GOOD             FLDNR
 AG7674  HISTORY     - 20100218 MARK NOT FOUND   FLDECO
 AG7674
 AG7674                          STATION DESCRIPTION
 AG7674
 AG7674'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7674'12.15 MI SW FROM RUSKIN.
 AG7674'BEGIN AT THE RUSKIN POST OFFICE, GO 11.35 MILES SOUTHWEST ON U.S.
 AG7674'HIGHWAY 41 TO THE JUNCTION OF BISHOP HARBOR ROAD, GO 0.8 MILE WEST ON
 AG7674'BISHOP HARBOR ROAD TO THE ENTRANCE GATE TO THE F. BURGER PROPERTY AND
 AG7674'THE MARK.  THE MARK BEARS 9 FEET WEST-NORTHWEST OF THE NORTH GATE
 AG7674'POST, 2 FEET SOUTHEAST OF POWER POLE 20-2, AND 10 FEET NORTH OF THE
 AG7674'CENTERLINE OF THE DIRT DRIVE.
 AG7674
 AG7674                          STATION RECOVERY (2010)
 AG7674
 AG7674'RECOVERY NOTE BY FLORIDA DESIGN CONSULTANTS INC 2010 (LCS)
 AG7674'NO EVIDENCE OF ORIGINAL REFERENCE ITEMS REMAIN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7673 ***********************************************************************
 AG7673  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7673  DESIGNATION -  872 6353 C TIDAL
 AG7673  PID         -  AG7673
 AG7673  STATE/COUNTY-  FL/MANATEE
 AG7673  COUNTRY     -  US
 AG7673  USGS QUAD   -  PALMETTO (2018)
 AG7673
 AG7673                         *CURRENT SURVEY CONTROL
 AG7673  ______________________________________________________________________
 AG7673* NAD 83(1986) POSITION- 27 36 04.     (N) 082 33 09.     (W)   SCALED
 AG7673* NAVD 88 ORTHO HEIGHT -     1.148 (meters)        3.77  (feet) ADJUSTED
 AG7673  ______________________________________________________________________
 AG7673  GEOID HEIGHT    -        -24.567 (meters)                     GEOID18
 AG7673  DYNAMIC HEIGHT  -          1.146 (meters)        3.76  (feet) COMP
 AG7673  MODELED GRAVITY -    979,150.6   (mgal)                       NAVD 88
 AG7673
 AG7673  VERT ORDER      -  SECOND    CLASS I
 AG7673
 AG7673.The horizontal coordinates were scaled from a map and have
 AG7673.an estimated accuracy of +/- 6 seconds.
 AG7673
 AG7673.The orthometric height was determined by differential leveling and
 AG7673.adjusted by the NATIONAL GEODETIC SURVEY
 AG7673.in June 1991.
 AG7673
 AG7673.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7673.GEOID18 height accuracy estimate available here.
 AG7673
 AG7673.This Tidal Bench Mark is designated as VM 6210
 AG7673.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7673
 AG7673.Click photographs - Photos may exist for this station.
 AG7673
 AG7673.The dynamic height is computed by dividing the NAVD 88
 AG7673.geopotential number by the normal gravity value computed on the
 AG7673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7673.degrees latitude (g = 980.6199 gals.).
 AG7673
 AG7673.The modeled gravity was interpolated from observed gravity values.
 AG7673
 AG7673;                    North         East    Units  Estimated Accuracy
 AG7673;SPC FL W     -   362,130.      145,460.      MT  (+/- 180 meters Scaled)
 AG7673
 AG7673_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL467539(NAD 83)
 AG7673
 AG7673                          SUPERSEDED SURVEY CONTROL
 AG7673
 AG7673.No superseded survey control is available for this station.
 AG7673
 AG7673_MARKER: DJ = TIDAL STATION DISK
 AG7673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7673_STAMPING: 6353 C 1977
 AG7673_MARK LOGO: NOS
 AG7673_PROJECTION: RECESSED 5 CENTIMETERS
 AG7673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7673+STABILITY: SURFACE MOTION
 AG7673
 AG7673  HISTORY     - Date     Condition        Report By
 AG7673  HISTORY     - 1977     MONUMENTED       NOS
 AG7673  HISTORY     - 1983     GOOD             FLDNR
 AG7673  HISTORY     - 20100218 MARK NOT FOUND   FLDECO
 AG7673
 AG7673                          STATION DESCRIPTION
 AG7673
 AG7673'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7673'12.15 MI SW FROM RUSKIN.
 AG7673'BEGIN AT THE RUSKIN POST OFFICE, GO 11.35 MILES SOUTHWEST ON U.S.
 AG7673'HIGHWAY 41 TO THE JUNCTION OF BISHOP HARBOR ROAD, GO 0.8 MILE WEST ON
 AG7673'BISHOP HARBOR ROAD TO A PRIVATE BOAT LAUNCH ON THE PROPERTY OF F.
 AG7673'BURGER AND THE MARK.  THE MARK BEARS 1.8 FEET SOUTHWEST OF THE WEST
 AG7673'GATE POST TO THE BOAT LAUNCH, 13.5 FEET NORTH OF THE CENTERLINE OF A
 AG7673'DIRT DRIVE, AND 39 FEET NORTHWEST OF THE JUNCTION OF THE DIRT DRIVE
 AG7673'AND BISHOP HARBOR ROAD.
 AG7673
 AG7673                          STATION RECOVERY (2010)
 AG7673
 AG7673'RECOVERY NOTE BY FLORIDA DESIGN CONSULTANTS INC 2010 (LCS)
 AG7673'NO EVIDENCE OF ORIGINAL REFERENCE ITEMS REMAIN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7672 ***********************************************************************
 AG7672  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7672  DESIGNATION -  872 6353 E TIDAL
 AG7672  PID         -  AG7672
 AG7672  STATE/COUNTY-  FL/MANATEE
 AG7672  COUNTRY     -  US
 AG7672  USGS QUAD   -  PALMETTO (2018)
 AG7672
 AG7672                         *CURRENT SURVEY CONTROL
 AG7672  ______________________________________________________________________
 AG7672* NAD 83(1986) POSITION- 27 36 04.23   (N) 082 33 06.21   (W)   HD_HELD1
 AG7672* NAVD 88 ORTHO HEIGHT -     0.592 (meters)        1.94  (feet) ADJUSTED
 AG7672  ______________________________________________________________________
 AG7672  GEOID HEIGHT    -        -24.568 (meters)                     GEOID18
 AG7672  DYNAMIC HEIGHT  -          0.591 (meters)        1.94  (feet) COMP
 AG7672  MODELED GRAVITY -    979,150.6   (mgal)                       NAVD 88
 AG7672
 AG7672  VERT ORDER      -  FIRST     CLASS II
 AG7672
 AG7672.The horizontal coordinates were determined by differentially corrected
 AG7672.hand held GPS observations or other comparable positioning techniques
 AG7672.and have an estimated accuracy of +/- 3 meters.
 AG7672
 AG7672.The orthometric height was determined by differential leveling and
 AG7672.adjusted by the NATIONAL GEODETIC SURVEY
 AG7672.in July 2009.
 AG7672
 AG7672.No vertical observational check was made to the station.
 AG7672
 AG7672.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7672.GEOID18 height accuracy estimate available here.
 AG7672
 AG7672.This Tidal Bench Mark is designated as VM 6211
 AG7672.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7672
 AG7672.Click photographs - Photos may exist for this station.
 AG7672
 AG7672.The dynamic height is computed by dividing the NAVD 88
 AG7672.geopotential number by the normal gravity value computed on the
 AG7672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7672.degrees latitude (g = 980.6199 gals.).
 AG7672
 AG7672.The modeled gravity was interpolated from observed gravity values.
 AG7672
 AG7672;                    North         East    Units  Estimated Accuracy
 AG7672;SPC FL W     -   362,136.8     145,535.5     MT  (+/- 3 meters HH1 GPS) 
 AG7672
 AG7672_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4686153984(NAD 83)
 AG7672
 AG7672                          SUPERSEDED SURVEY CONTROL
 AG7672
 AG7672  NAVD 88 (06/15/91)    0.586  (m)            1.92   (f) SUPERSEDED  2 1
 AG7672
 AG7672.Superseded values are not recommended for survey control.
 AG7672
 AG7672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7672.See file dsdata.pdf to determine how the superseded data were derived.
 AG7672
 AG7672_MARKER: DJ = TIDAL STATION DISK
 AG7672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7672_STAMPING: 6353 E 1977
 AG7672_MARK LOGO: NOS
 AG7672_PROJECTION: RECESSED 6 CENTIMETERS
 AG7672_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7672+STABILITY: SURFACE MOTION
 AG7672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7672+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2010
 AG7672
 AG7672  HISTORY     - Date     Condition        Report By
 AG7672  HISTORY     - 1977     MONUMENTED       NOS
 AG7672  HISTORY     - 1983     GOOD             FLDNR
 AG7672  HISTORY     - 20020602 GOOD             FLDEP
 AG7672  HISTORY     - 20071025 GOOD             FLDEP
 AG7672  HISTORY     - 20081112 GOOD             FL-081
 AG7672  HISTORY     - 20100218 GOOD             FLDECO
 AG7672
 AG7672                          STATION DESCRIPTION
 AG7672
 AG7672'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7672'12.15 MI SW FROM RUSKIN.
 AG7672'BEGIN AT THE RUSKIN POST OFFICE, GO 11.35 MILES SOUTHWEST ON U.S.
 AG7672'HIGHWAY 41 TO THE JUNCTION OF BISHOP HARBOR ROAD, GO 0.8 MILE WEST ON
 AG7672'BISHOP HARBOR ROAD TO A PRIVATE BOAT LAUNCH ON THE RIGHT WHERE THE
 AG7672'PAVED ROAD MAKES A 90-DEGREE LEFT TURN.  THE MARK BEARS 19 FEET SOUTH
 AG7672'OF THE CENTERLINE OF BISHOP HARBOR ROAD, 1.8 FEET EAST OF TELEPHONE
 AG7672'POLE 201-20, AND 96 FEET SOUTHEAST OF THE WEST GATE POST TO THE BOAT
 AG7672'LAUNCH.
 AG7672
 AG7672                          STATION RECOVERY (2002)
 AG7672
 AG7672'RECOVERY NOTE BY FL DEPT OF ENV PRO 2002 (BPJ)
 AG7672'THE MARK IS ABOUT 8.0 MI NORTH-NORTHEAST OF BRADENTON, IN SECTION 24,
 AG7672'TOWNSHIP 33 SOUTH,
 AG7672'RANGE 17 EAST.
 AG7672'
 AG7672'TO REACH THE MARK FROM THE OVERPASS OF INTERSTATE 75 AND COUNTY ROAD 6
 AG7672'(MOCCASIN
 AG7672'WALLOW ROAD) ABOUT 4.9 MI NORTHWEST OF PARRISH, GO WEST ON COUNTY ROAD
 AG7672'6
 AG7672'(MOCCASIN WALLOW ROAD) FOR 2.2 MI TO THE INTERSECTION OF U.S. HIGHWAY
 AG7672'41, CONTINUE WEST
 AG7672'ON BISHOP HARBOR ROAD FOR 0.75 MI TO THE MARK ON THE LEFT, SET IN THE
 AG7672'TOP OF A ROUND
 AG7672'CONCRETE MONUMENT, RECESSED 0.2 FT BELOW THE LEVEL OF THE GROUND AND
 AG7672'ABOUT 0.8 FT
 AG7672'BELOW THE LEVEL OF BISHOP HARBOR ROAD.
 AG7672'
 AG7672'LOCATED 176.8 FT EAST OF THE CENTER OF A METAL GATE, 87.1 FT SOUTHEAST
 AG7672'OF THE CENTERLINE
 AG7672'OF AN UNIMPROVED BOAT RAMP, 19.0 FT SOUTH OF THE APPROXIMATE
 AG7672'CENTERLINE OF BISHOP
 AG7672'HARBOR ROAD, 9.1 FT SOUTH OF THE EDGE OF THE PAVEMENT OF BISHOP HARBOR
 AG7672'ROAD, 3.3 FT
 AG7672'SOUTHEAST OF A GTE TELEPHONE CABLE WARNING PEDESTAL AND 1.5 FT NORTH
 AG7672'OF A CARSONITE
 AG7672'WITNESS POST.
 AG7672'
 AG7672
 AG7672                          STATION RECOVERY (2007)
 AG7672
 AG7672'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7672'RECOVERED IN GOOD CONDITION WITH THIS ADDITION 47.4 FT (14.4 M) WEST
 AG7672'OF A FLDEP SURVEY DISK STAMPED 6353 G 2007.
 AG7672
 AG7672                          STATION RECOVERY (2008)
 AG7672
 AG7672'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7672'RECOVERED IN GOOD CONDITION.
 AG7672
 AG7672                          STATION RECOVERY (2010)
 AG7672
 AG7672'RECOVERY NOTE BY FLORIDA DESIGN CONSULTANTS INC 2010 (LCS)
 AG7672'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7671 ***********************************************************************
 AG7671  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7671  DESIGNATION -  872 6353 F TIDAL
 AG7671  PID         -  AG7671
 AG7671  STATE/COUNTY-  FL/MANATEE
 AG7671  COUNTRY     -  US
 AG7671  USGS QUAD   -  PALMETTO (2018)
 AG7671
 AG7671                         *CURRENT SURVEY CONTROL
 AG7671  ______________________________________________________________________
 AG7671* NAD 83(1986) POSITION- 27 36 04.     (N) 082 33 04.     (W)   SCALED
 AG7671* NAVD 88 ORTHO HEIGHT -     0.822 (meters)        2.70  (feet) ADJUSTED
 AG7671  ______________________________________________________________________
 AG7671  GEOID HEIGHT    -        -24.569 (meters)                     GEOID18
 AG7671  DYNAMIC HEIGHT  -          0.821 (meters)        2.69  (feet) COMP
 AG7671  MODELED GRAVITY -    979,150.5   (mgal)                       NAVD 88
 AG7671
 AG7671  VERT ORDER      -  SECOND    CLASS I
 AG7671
 AG7671.The horizontal coordinates were scaled from a map and have
 AG7671.an estimated accuracy of +/- 6 seconds.
 AG7671
 AG7671.The orthometric height was determined by differential leveling and
 AG7671.adjusted by the NATIONAL GEODETIC SURVEY
 AG7671.in June 1991.
 AG7671
 AG7671.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7671.GEOID18 height accuracy estimate available here.
 AG7671
 AG7671.This Tidal Bench Mark is designated as VM 6212
 AG7671.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7671
 AG7671.Click photographs - Photos may exist for this station.
 AG7671
 AG7671.The dynamic height is computed by dividing the NAVD 88
 AG7671.geopotential number by the normal gravity value computed on the
 AG7671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7671.degrees latitude (g = 980.6199 gals.).
 AG7671
 AG7671.The modeled gravity was interpolated from observed gravity values.
 AG7671
 AG7671;                    North         East    Units  Estimated Accuracy
 AG7671;SPC FL W     -   362,130.      145,600.      MT  (+/- 180 meters Scaled)
 AG7671
 AG7671_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL469539(NAD 83)
 AG7671
 AG7671                          SUPERSEDED SURVEY CONTROL
 AG7671
 AG7671.No superseded survey control is available for this station.
 AG7671
 AG7671_MARKER: DJ = TIDAL STATION DISK
 AG7671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7671_STAMPING: 6353 F 1977
 AG7671_MARK LOGO: NOS
 AG7671_PROJECTION: FLUSH
 AG7671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7671+STABILITY: SURFACE MOTION
 AG7671
 AG7671  HISTORY     - Date     Condition        Report By
 AG7671  HISTORY     - 1977     MONUMENTED       NOS
 AG7671  HISTORY     - 1983     GOOD             FLDNR
 AG7671  HISTORY     - 20081112 MARK NOT FOUND   FL-081
 AG7671
 AG7671                          STATION DESCRIPTION
 AG7671
 AG7671'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7671'12.05 MI SW FROM RUSKIN.
 AG7671'BEGIN AT THE RUSKIN POST OFFICE, GO 11.35 MILES SOUTHWEST ON U.S.
 AG7671'HIGHWAY 41 TO THE JUNCTION OF BISHOP HARBOR ROAD, GO 0.7 MILE WEST ON
 AG7671'BISHOP HARBOR ROAD TO THE MARK.  THE MARK BEARS 25 FEET NORTH OF THE
 AG7671'CENTERLINE OF THE ROAD, 6.8 FEET SOUTH OF A BARBED WIRE FENCE, AND 1.8
 AG7671'FEET WEST OF TELEPHONE POLE 413-27.
 AG7671
 AG7671                          STATION RECOVERY (2008)
 AG7671
 AG7671'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7671'NO EVIDENCE OF ORIGINAL REFERENCE ITEMS REMAIN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1753 ***********************************************************************
 DL1753  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1753  DESIGNATION -  872 6353 G TIDAL
 DL1753  PID         -  DL1753
 DL1753  STATE/COUNTY-  FL/MANATEE
 DL1753  COUNTRY     -  US
 DL1753  USGS QUAD   -  PALMETTO (2018)
 DL1753
 DL1753                         *CURRENT SURVEY CONTROL
 DL1753  ______________________________________________________________________
 DL1753* NAD 83(1986) POSITION- 27 36 04.2    (N) 082 33 05.8    (W)   HD_HELD2
 DL1753* NAVD 88 ORTHO HEIGHT -     0.949 (meters)        3.11  (feet) ADJUSTED
 DL1753  ______________________________________________________________________
 DL1753  GEOID HEIGHT    -        -24.568 (meters)                     GEOID18
 DL1753  DYNAMIC HEIGHT  -          0.948 (meters)        3.11  (feet) COMP
 DL1753  MODELED GRAVITY -    979,150.5   (mgal)                       NAVD 88
 DL1753
 DL1753  VERT ORDER      -  FIRST     CLASS II
 DL1753
 DL1753.The horizontal coordinates were established by autonomous hand held GPS
 DL1753.observations and have an estimated accuracy of +/- 10 meters.
 DL1753
 DL1753.The orthometric height was determined by differential leveling and
 DL1753.adjusted by the NATIONAL GEODETIC SURVEY
 DL1753.in July 2009.
 DL1753
 DL1753.No vertical observational check was made to the station.
 DL1753
 DL1753.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1753.GEOID18 height accuracy estimate available here.
 DL1753
 DL1753.This Tidal Bench Mark is designated as VM 19908
 DL1753.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1753
 DL1753.Click photographs - Photos may exist for this station.
 DL1753
 DL1753.The dynamic height is computed by dividing the NAVD 88
 DL1753.geopotential number by the normal gravity value computed on the
 DL1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1753.degrees latitude (g = 980.6199 gals.).
 DL1753
 DL1753.The modeled gravity was interpolated from observed gravity values.
 DL1753
 DL1753;                    North         East    Units  Estimated Accuracy
 DL1753;SPC FL W     -   362,136.      145,547.      MT  (+/- 10 meters HH2 GPS)
 DL1753
 DL1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4687253983(NAD 83)
 DL1753
 DL1753                          SUPERSEDED SURVEY CONTROL
 DL1753
 DL1753.No superseded survey control is available for this station.
 DL1753
 DL1753_MARKER: DD = SURVEY DISK
 DL1753_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1753_SP_SET: CULVERT HEADWALL
 DL1753_STAMPING: 6353 G 2007
 DL1753_MARK LOGO: FLDEP
 DL1753_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1753+STABILITY: SURFACE MOTION
 DL1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1753+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2010
 DL1753
 DL1753  HISTORY     - Date     Condition        Report By
 DL1753  HISTORY     - 20071107 MONUMENTED       FLDEP
 DL1753  HISTORY     - 20100218 GOOD             FLDECO
 DL1753
 DL1753                          STATION DESCRIPTION
 DL1753
 DL1753'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1753'THE MARK IS ON BISHOP HARBOR, IN SECTION 24, TOWNSHIP 33 SOUTH, RANGE
 DL1753'17 EAST.
 DL1753'
 DL1753'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 275
 DL1753'(EXIT 2) AND U.S. HIGHWAY 41 (TAMIAMI TRAIL) UNDERPASS IN RUBONIA, GO
 DL1753'NORTHERLY ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 1.1 MI (1.8 KM) TO
 DL1753'THE JUNCTION OF BISHOP HARBOR ROAD ON THE LEFT, TURN LEFT ON BISHOP
 DL1753'HARBOR ROAD AND GO WEST FOR 0.75 MI (1.2 KM) TO A PIPE CULVERT BENEATH
 DL1753'BISHOP HARBOR ROAD AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF
 DL1753'THE EAST END OF THE CULVERT HEADWALL AND 1.0 FT (0.3 M) BELOW THE
 DL1753'LEVEL OF BISHOP HARBOR ROAD.
 DL1753'
 DL1753'LOCATED ABOUT 146.0 FT (44.5 M) EAST OF THE CENTERLINE OF THE
 DL1753'NORTH-SOUTH SECTION OF BISHOP HARBOR ROAD, 47.4 FT (14.4 M) EAST OF A
 DL1753'NOS DISK STAMPED 6353 E 1977, 41.0 FT (12.5 M) EAST OF THE WEST END OF
 DL1753'THE HEADWALL AND 23.0 FT (7.0 M) SOUTH OF THE CENTERLINE OF THE
 DL1753'EAST-WEST SECTION OF BISHOP HARBOR ROAD.
 DL1753
 DL1753                          STATION RECOVERY (2010)
 DL1753
 DL1753'RECOVERY NOTE BY FLORIDA DESIGN CONSULTANTS INC 2010 (LCS)
 DL1753'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1752 ***********************************************************************
 DL1752  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1752  DESIGNATION -  872 6353 H TIDAL
 DL1752  PID         -  DL1752
 DL1752  STATE/COUNTY-  FL/MANATEE
 DL1752  COUNTRY     -  US
 DL1752  USGS QUAD   -  PALMETTO (2018)
 DL1752
 DL1752                         *CURRENT SURVEY CONTROL
 DL1752  ______________________________________________________________________
 DL1752* NAD 83(1986) POSITION- 27 36 04.     (N) 082 32 55.     (W)   SCALED
 DL1752* NAVD 88 ORTHO HEIGHT -     0.774 (meters)        2.54  (feet) ADJUSTED
 DL1752  ______________________________________________________________________
 DL1752  GEOID HEIGHT    -        -24.572 (meters)                     GEOID18
 DL1752  DYNAMIC HEIGHT  -          0.773 (meters)        2.54  (feet) COMP
 DL1752  MODELED GRAVITY -    979,150.4   (mgal)                       NAVD 88
 DL1752
 DL1752  VERT ORDER      -  FIRST     CLASS II
 DL1752
 DL1752.The horizontal coordinates were scaled from a map and have
 DL1752.an estimated accuracy of +/- 6 seconds.
 DL1752
 DL1752.The orthometric height was determined by differential leveling and
 DL1752.adjusted by the NATIONAL GEODETIC SURVEY
 DL1752.in July 2009.
 DL1752
 DL1752.No vertical observational check was made to the station.
 DL1752
 DL1752.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1752.GEOID18 height accuracy estimate available here.
 DL1752
 DL1752.This Tidal Bench Mark is designated as VM 19909
 DL1752.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1752
 DL1752.Click photographs - Photos may exist for this station.
 DL1752
 DL1752.The dynamic height is computed by dividing the NAVD 88
 DL1752.geopotential number by the normal gravity value computed on the
 DL1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1752.degrees latitude (g = 980.6199 gals.).
 DL1752
 DL1752.The modeled gravity was interpolated from observed gravity values.
 DL1752
 DL1752;                    North         East    Units  Estimated Accuracy
 DL1752;SPC FL W     -   362,130.      145,840.      MT  (+/- 180 meters Scaled)
 DL1752
 DL1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL471539(NAD 83)
 DL1752
 DL1752                          SUPERSEDED SURVEY CONTROL
 DL1752
 DL1752.No superseded survey control is available for this station.
 DL1752
 DL1752_MARKER: DD = SURVEY DISK
 DL1752_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1752_SP_SET: CULVERT HEADWALL
 DL1752_STAMPING: 6353 H 2007
 DL1752_MARK LOGO: FLDEP
 DL1752_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1752+STABILITY: SURFACE MOTION
 DL1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1752+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2007
 DL1752
 DL1752  HISTORY     - Date     Condition        Report By
 DL1752  HISTORY     - 20071107 MONUMENTED       FLDEP
 DL1752
 DL1752                          STATION DESCRIPTION
 DL1752
 DL1752'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1752'THE MARK IS ON BISHOP HARBOR, IN SECTION 13, TOWNSHIP 33 SOUTH, RANGE
 DL1752'17 EAST.
 DL1752'
 DL1752'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 275
 DL1752'(EXIT 2) AND U.S. HIGHWAY 41 (TAMIAMI TRAIL) UNDERPASS IN RUBONIA, GO
 DL1752'NORTHERLY ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 1.1 MI (1.8 KM) TO
 DL1752'THE JUNCTION OF BISHOP HARBOR ROAD ON THE LEFT, TURN LEFT ON BISHOP
 DL1752'HARBOR ROAD AND GO WEST FOR 0.6 MI (1.0 KM) TO A PIPE CULVERT BENEATH
 DL1752'BISHOP HARBOR ROAD AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF
 DL1752'THE NORTH CULVERT HEADWALL AND 1.5 FT (0.5 M) BELOW THE LEVEL OF
 DL1752'BISHOP HARBOR ROAD.
 DL1752'
 DL1752'LOCATED ABOUT 840.0 FT (256.0 M) EAST-NORTHEAST OF A FLDEP SURVEY DISK
 DL1752'STAMPED 6353 G 2007, ABOUT 290.0 FT (88.4 M) WEST-NORTHWEST OF A
 DL1752'MANATEE COUNTY SURVEY DISK STAMPED GIS 006, 19.8 FT (6.0 M) NORTH OF
 DL1752'THE CENTERLINE OF BISHOP HARBOR ROAD, 6.6 FT (2.0 M) WEST OF THE EAST
 DL1752'END OF THE HEADWALL AND 6.6 FT (2.0 M) EAST OF THE WEST END OF THE
 DL1752'HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1751 ***********************************************************************
 DL1751  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1751  DESIGNATION -  872 6353 J TIDAL
 DL1751  PID         -  DL1751
 DL1751  STATE/COUNTY-  FL/MANATEE
 DL1751  COUNTRY     -  US
 DL1751  USGS QUAD   -  PALMETTO (2018)
 DL1751
 DL1751                         *CURRENT SURVEY CONTROL
 DL1751  ______________________________________________________________________
 DL1751* NAD 83(1986) POSITION- 27 36 04.9    (N) 082 32 35.6    (W)   HD_HELD2
 DL1751* NAVD 88 ORTHO HEIGHT -     2.304 (meters)        7.56  (feet) ADJUSTED
 DL1751  ______________________________________________________________________
 DL1751  GEOID HEIGHT    -        -24.579 (meters)                     GEOID18
 DL1751  DYNAMIC HEIGHT  -          2.301 (meters)        7.55  (feet) COMP
 DL1751  MODELED GRAVITY -    979,150.2   (mgal)                       NAVD 88
 DL1751
 DL1751  VERT ORDER      -  FIRST     CLASS II
 DL1751
 DL1751.The horizontal coordinates were established by autonomous hand held GPS
 DL1751.observations and have an estimated accuracy of +/- 10 meters.
 DL1751
 DL1751.The orthometric height was determined by differential leveling and
 DL1751.adjusted by the NATIONAL GEODETIC SURVEY
 DL1751.in July 2009.
 DL1751
 DL1751.No vertical observational check was made to the station.
 DL1751
 DL1751.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1751.GEOID18 height accuracy estimate available here.
 DL1751
 DL1751.This Tidal Bench Mark is designated as VM 19910
 DL1751.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1751
 DL1751.Click photographs - Photos may exist for this station.
 DL1751
 DL1751.The dynamic height is computed by dividing the NAVD 88
 DL1751.geopotential number by the normal gravity value computed on the
 DL1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1751.degrees latitude (g = 980.6199 gals.).
 DL1751
 DL1751.The modeled gravity was interpolated from observed gravity values.
 DL1751
 DL1751;                    North         East    Units  Estimated Accuracy
 DL1751;SPC FL W     -   362,154.      146,375.      MT  (+/- 10 meters HH2 GPS)
 DL1751
 DL1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4770153994(NAD 83)
 DL1751
 DL1751                          SUPERSEDED SURVEY CONTROL
 DL1751
 DL1751.No superseded survey control is available for this station.
 DL1751
 DL1751_MARKER: DD = SURVEY DISK
 DL1751_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1751_SP_SET: CULVERT HEADWALL
 DL1751_STAMPING: 6353 J 2007
 DL1751_MARK LOGO: FLDEP
 DL1751_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1751+STABILITY: SURFACE MOTION
 DL1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1751+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2007
 DL1751
 DL1751  HISTORY     - Date     Condition        Report By
 DL1751  HISTORY     - 20071107 MONUMENTED       FLDEP
 DL1751  HISTORY     - 20121211 GOOD             FL-081
 DL1751
 DL1751                          STATION DESCRIPTION
 DL1751
 DL1751'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1751'THE MARK IS EAST OF BISHOP HARBOR, IN SECTION 18, TOWNSHIP 33 SOUTH,
 DL1751'RANGE 18 EAST.
 DL1751'
 DL1751'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE HIGHWAY 275
 DL1751'(EXIT 2) AND U.S. HIGHWAY 41 (TAMIAMI TRAIL) UNDERPASS IN RUBONIA, GO
 DL1751'NORTHERLY ON U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 1.1 MI (1.8 KM) TO
 DL1751'THE JUNCTION OF BISHOP HARBOR ROAD ON THE LEFT, TURN LEFT ON BISHOP
 DL1751'HARBOR ROAD AND GO WEST FOR 0.2 MI (0.3 KM) TO THE CSX SEABOARD COAST
 DL1751'LINE RAILROAD CROSSING AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP
 DL1751'OF A CONCRETE CULVERT HEADWALL 1.0 FT (0.3 M) BELOW THE LEVEL OF
 DL1751'BISHOP HARBOR ROAD.
 DL1751'
 DL1751'LOCATED 73.8 FT (22.5 M) EAST OF THE EAST RAIL OF THE RAILROAD TRACK,
 DL1751'16.2 FT (4.9 M) NORTH OF THE CENTERLINE OF BISHOP HARBOR ROAD, 8.1 FT
 DL1751'(2.5 M) EAST OF THE WEST END OF THE HEADWALL AND 7.5 FT (2.3 M) WEST
 DL1751'OF THE EAST END OF THE HEADWALL.
 DL1751
 DL1751                          STATION RECOVERY (2012)
 DL1751
 DL1751'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KW)
 DL1751'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0290 ***********************************************************************
 AG0290  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0290  DESIGNATION -  872 6364 A TIDAL
 AG0290  PID         -  AG0290
 AG0290  STATE/COUNTY-  FL/PINELLAS
 AG0290  COUNTRY     -  US
 AG0290  USGS QUAD   -  ANNA MARIA (2018)
 AG0290
 AG0290                         *CURRENT SURVEY CONTROL
 AG0290  ______________________________________________________________________
 AG0290* NAD 83(1986) POSITION- 27 36 57.24   (N) 082 43 46.53   (W)   HD_HELD1
 AG0290* NAVD 88 ORTHO HEIGHT -     0.953 (meters)        3.13  (feet) ADJUSTED
 AG0290  ______________________________________________________________________
 AG0290  GEOID HEIGHT    -        -24.349 (meters)                     GEOID18
 AG0290  DYNAMIC HEIGHT  -          0.952 (meters)        3.12  (feet) COMP
 AG0290  MODELED GRAVITY -    979,159.0   (mgal)                       NAVD 88
 AG0290
 AG0290  VERT ORDER      -  SECOND    CLASS I
 AG0290
 AG0290.The horizontal coordinates were determined by differentially corrected
 AG0290.hand held GPS observations or other comparable positioning techniques
 AG0290.and have an estimated accuracy of +/- 3 meters.
 AG0290
 AG0290.The orthometric height was determined by differential leveling and
 AG0290.adjusted by the NATIONAL GEODETIC SURVEY
 AG0290.in June 1991.
 AG0290
 AG0290.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0290.GEOID18 height accuracy estimate available here.
 AG0290
 AG0290.This Tidal Bench Mark is designated as VM 11302
 AG0290.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0290
 AG0290.This Tidal Bench Mark is designated as VM 12106
 AG0290.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0290
 AG0290.Click photographs - Photos may exist for this station.
 AG0290
 AG0290.The dynamic height is computed by dividing the NAVD 88
 AG0290.geopotential number by the normal gravity value computed on the
 AG0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0290.degrees latitude (g = 980.6199 gals.).
 AG0290
 AG0290.The modeled gravity was interpolated from observed gravity values.
 AG0290
 AG0290;                    North         East    Units  Estimated Accuracy
 AG0290;SPC FL W     -   363,859.5     127,986.3     MT  (+/- 3 meters HH1 GPS) 
 AG0290
 AG0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2932855849(NAD 83)
 AG0290
 AG0290                          SUPERSEDED SURVEY CONTROL
 AG0290
 AG0290  NGVD 29 (??/??/92)    1.243  (m)            4.08   (f) ADJ UNCH    2 1
 AG0290
 AG0290.Superseded values are not recommended for survey control.
 AG0290
 AG0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0290.See file dsdata.pdf to determine how the superseded data were derived.
 AG0290
 AG0290_MARKER: DD = SURVEY DISK
 AG0290_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG0290_SP_SET: CULVERT WING WALL
 AG0290_STAMPING: 6364 A 1976
 AG0290_MARK LOGO: NOS
 AG0290_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0290+STABILITY: SURFACE MOTION
 AG0290_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG0290+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2023
 AG0290
 AG0290  HISTORY     - Date     Condition        Report By
 AG0290  HISTORY     - 1976     MONUMENTED       NGS
 AG0290  HISTORY     - 1982     GOOD             FLDNR
 AG0290  HISTORY     - 19900418 GOOD             FLDNR
 AG0290  HISTORY     - 19991129 GOOD             USPSQD
 AG0290  HISTORY     - 20000130 GOOD             USPSQD
 AG0290  HISTORY     - 20010331 GOOD             NGS
 AG0290  HISTORY     - 20041001 GOOD             USPSQD
 AG0290  HISTORY     - 20230213 GOOD             FLDEP
 AG0290
 AG0290                          STATION DESCRIPTION
 AG0290
 AG0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0290'IN ST PETERSBURG.
 AG0290'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0290'ALT HWY. 19A (PINELLAS BAYWAY, S.R. 682).  RUN WESTERLY ON PINELLAS
 AG0290'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVED SIDE ROAD
 AG0290'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON S.R. 693 AND RUN
 AG0290'SOUTHERLY FOR 6.85 MILES TO THE INTERSECTION OF S.R. 699.  TURN RIGHT
 AG0290'AND RUN WESTERLY FOR 1.15 MILES ON S.R. 699 TO A PAVED ROAD ON LEFT
 AG0290'(LEADING TO OLD FORT DESOTO AND FISHING PIER).  TURN LEFT ON PAVED
 AG0290'ROAD AND RUN SOUTHERLY FOR 0.05 MILES.  STATION ON LEFT, 218.4 FT.
 AG0290'SOUTH OF THE CENTERLINE OF S.R. 699, 30.0 FT. EAST OF THE CENTERLINE
 AG0290'OF PAVED ROAD, 46.5 FT. N.N.W. OF LONE 18 INCH AUSTRALION PINE TREE.
 AG0290'SET IN THE TOP OF THE CONCRETE HEADWALL.
 AG0290
 AG0290                          STATION RECOVERY (1982)
 AG0290
 AG0290'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0290'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG0290'16 MILES SOUTHWEST OF ST PETERSBURG, AT THE FORT DESOTO PARK AREA
 AG0290'BETWEEN PIER 1 AND PIER 2, SET IN THE TOP OF A CONCRETE CULVERT
 AG0290'APPROXIMATELY 250 YARDS WEST OF BENCH MARK TH 60 RESET 1974 USE, 225
 AG0290'FEET SOUTH OF ANDERSON BLVD., 231 FEET NORTH OF THE SHORE LINE, 10.2
 AG0290'FEET NORTHWEST OF THE SOUTHEAST END OF CULVERT, AND 29.0 FEET EAST OF
 AG0290'THE CENTERLINE OF A ASPHALT ROAD.
 AG0290
 AG0290                          STATION RECOVERY (1990)
 AG0290
 AG0290'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG0290'RECOVERED IN GOOD CONDITION.
 AG0290
 AG0290                          STATION RECOVERY (1999)
 AG0290
 AG0290'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0290'RECOVERED IN GOOD CONDITION.
 AG0290
 AG0290                          STATION RECOVERY (2000)
 AG0290
 AG0290'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0290'RECOVERED IN GOOD CONDITION.
 AG0290
 AG0290                          STATION RECOVERY (2001)
 AG0290
 AG0290'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0290'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0290
 AG0290                          STATION RECOVERY (2004)
 AG0290
 AG0290'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG0290'RECOVERED IN GOOD CONDITION.
 AG0290
 AG0290                          STATION RECOVERY (2023)
 AG0290
 AG0290'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 AG0290'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9426 ***********************************************************************
 AG9426  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9426  DESIGNATION -  872 6364 B TIDAL
 AG9426  PID         -  AG9426
 AG9426  STATE/COUNTY-  FL/PINELLAS
 AG9426  COUNTRY     -  US
 AG9426  USGS QUAD   -  ANNA MARIA (2018)
 AG9426
 AG9426                         *CURRENT SURVEY CONTROL
 AG9426  ______________________________________________________________________
 AG9426* NAD 83(2011) POSITION- 27 37 03.15005(N) 082 43 37.17112(W)   ADJUSTED
 AG9426* NAD 83(2011) ELLIP HT-   -23.533 (meters)        (06/27/12)   ADJUSTED
 AG9426* NAD 83(2011) EPOCH   -  2010.00
 AG9426* NAVD 88 ORTHO HEIGHT -     0.821 (meters)        2.69  (feet) ADJUSTED
 AG9426  ______________________________________________________________________
 AG9426  GEOID HEIGHT    -        -24.353 (meters)                     GEOID18
 AG9426  NAD 83(2011) X  -    715,967.496 (meters)                     COMP
 AG9426  NAD 83(2011) Y  - -5,609,968.616 (meters)                     COMP
 AG9426  NAD 83(2011) Z  -  2,939,006.583 (meters)                     COMP
 AG9426  LAPLACE CORR    -         -1.54  (seconds)                    DEFLEC18
 AG9426  DYNAMIC HEIGHT  -          0.820 (meters)        2.69  (feet) COMP
 AG9426  MODELED GRAVITY -    979,159.1   (mgal)                       NAVD 88
 AG9426
 AG9426  VERT ORDER      -  SECOND    CLASS I
 AG9426
 AG9426  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9426  Standards:
 AG9426         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9426            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9426  -------------------------------------------------------------------
 AG9426  NETWORK    0.58   1.71           0.24   0.23   0.87      0.00110799
 AG9426  -------------------------------------------------------------------
 AG9426  Click here for local accuracies and other accuracy information.
 AG9426
 AG9426.The horizontal coordinates were established by GPS observations
 AG9426.and adjusted by the National Geodetic Survey in June 2012.
 AG9426
 AG9426.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9426.been affixed to the stable North American tectonic plate. See 
 AG9426.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9426
 AG9426.The horizontal coordinates are valid at the epoch date displayed above
 AG9426.which is a decimal equivalence of Year/Month/Day.
 AG9426
 AG9426.The orthometric height was determined by differential leveling and
 AG9426.adjusted by the NATIONAL GEODETIC SURVEY
 AG9426.in December 2023.
 AG9426
 AG9426.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9426.GEOID18 height accuracy estimate available here.
 AG9426
 AG9426.This Tidal Bench Mark is designated as VM 11303
 AG9426.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9426
 AG9426.Click photographs - Photos may exist for this station.
 AG9426
 AG9426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9426
 AG9426.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9426
 AG9426.The ellipsoidal height was determined by GPS observations
 AG9426.and is referenced to NAD 83.
 AG9426
 AG9426.The dynamic height is computed by dividing the NAVD 88
 AG9426.geopotential number by the normal gravity value computed on the
 AG9426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9426.degrees latitude (g = 980.6199 gals.).
 AG9426
 AG9426.The modeled gravity was interpolated from observed gravity values.
 AG9426
 AG9426. The following values were computed from the NAD 83(2011) position.
 AG9426
 AG9426;                    North         East     Units Scale Factor Converg.
 AG9426;SPC FL W     -   364,039.873   128,243.946   MT  1.00000471   -0 20 13.3
 AG9426;SPC FL W     - 1,194,354.15    420,747.01   sFT  1.00000471   -0 20 13.3
 AG9426;UTM  17      - 3,056,027.477   329,587.236   MT  0.99995847   -0 48 02.8
 AG9426
 AG9426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9426!SPC FL W     -   1.00000370  x   1.00000471  =   1.00000841
 AG9426!UTM  17      -   1.00000370  x   0.99995847  =   0.99996217
 AG9426
 AG9426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2958756027(NAD 83)
 AG9426
 AG9426                          SUPERSEDED SURVEY CONTROL
 AG9426
 AG9426  NAD 83(2007)-  27 37 03.14998(N)    082 43 37.17179(W) AD(2002.00) 0
 AG9426  ELLIP H (02/10/07)  -23.506  (m)                       GP(2002.00)    
 AG9426  NAD 83(1999)-  27 37 03.15027(N)    082 43 37.17172(W) AD(       ) B
 AG9426  ELLIP H (05/31/01)  -23.515  (m)                       GP(       ) 5 1
 AG9426  NAD 83(1990)-  27 37 03.14938(N)    082 43 37.17149(W) AD(       ) B
 AG9426  ELLIP H (04/20/00)  -23.493  (m)                       GP(       ) 3 2
 AG9426  NAVD 88               0.81   (m)            2.7    (f) LEVELING    3  
 AG9426  NAVD 88 (03/30/95)    0.814  (m)            2.67   (f) SUPERSEDED  2 1
 AG9426
 AG9426.Superseded values are not recommended for survey control.
 AG9426
 AG9426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9426.See file dsdata.pdf to determine how the superseded data were derived.
 AG9426
 AG9426_MARKER: F = FLANGE-ENCASED ROD
 AG9426_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9426_STAMPING: 6364 B 1990
 AG9426_MARK LOGO: NOS
 AG9426_PROJECTION: RECESSED 3 CENTIMETERS
 AG9426_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9426_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9426+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2025
 AG9426
 AG9426  HISTORY     - Date     Condition        Report By
 AG9426  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9426  HISTORY     - 19991129 GOOD             USPSQD
 AG9426  HISTORY     - 20000203 GOOD             USPSQD
 AG9426  HISTORY     - 20000228 GOOD             FLDT
 AG9426  HISTORY     - 20010331 GOOD             NGS
 AG9426  HISTORY     - 20230213 GOOD             FLDEP
 AG9426  HISTORY     - 20231204 GOOD             DEI
 AG9426  HISTORY     - 20250217 GOOD             DEI
 AG9426
 AG9426                          STATION DESCRIPTION
 AG9426
 AG9426'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9426'THE BENCH MARK IS LOCATED IN THE FORT DESOTO COUNTY PARK (PINELLAS
 AG9426'COUNTY).  TO REACH THE BENCH MARK FROM THE INTERSECTION OF 1ST AVENUE
 AG9426'NORTH AND 4TH STREET IN ST. PETERSBURG (POST OFFICE), GO WEST 2.5 MI
 AG9426'(4.02 KM) ON 1ST AVENUE NORTH TO 34TH STREET (U S HIGHWAY 19), THEN
 AG9426'GO SOUTH ON U S HIGHWAY 19, 3.6 MI (5.79 KM) TO PINELLAS BAYWAY
 AG9426'(STATE ROAD 682) TURN RIGHT GO WEST 2.3 MI (3.70 KM) ON STATE ROAD
 AG9426'682 TO THE INTERSECTION OF STATE ROAD 679.  TURN LEFT GO SOUTH 6.6 MI
 AG9426'(10.62 KM) ON STATE ROAD 679 TO ANDERSON BOULEVARD, TURN RIGHT GO
 AG9426'SOUTHWEST 1.1 MI (1.77 KM) ON ANDERSON BOULEVARD TO A PAVED ROAD (NO
 AG9426'NAME)LEADING TO FORT DESOTO PARK PARKING AREA AND FISHING PIER AND
 AG9426'THE MARK ON THE LEFT.  72.5 FT (22.10 M) SOUTHEAST OF A PAVED ROAD,
 AG9426'63.1 FT (19.23 M) NORTHWEST OF THE NORTH EDGE OF A PARKING LOT, 4.2
 AG9426'FT (1.28 M) NORTHWEST OF THE SOUTHWEST CORNER OF THE PARK SIGN, 239.9
 AG9426'FT (73.12 M) NORTHEAST OF THE EAST EDGE OF THE SOUTHWEST ENTRANCE TO
 AG9426'THE PARKING LOT.
 AG9426
 AG9426                          STATION RECOVERY (1999)
 AG9426
 AG9426'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG9426'RECOVERED IN GOOD CONDITION.
 AG9426
 AG9426                          STATION RECOVERY (2000)
 AG9426
 AG9426'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG9426'RECOVERED IN GOOD CONDITION.
 AG9426
 AG9426                          STATION RECOVERY (2000)
 AG9426
 AG9426'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (CDM)
 AG9426'RECOVERED IN GOOD CONDITION WITH THIS CHANGE THE FISHING PIER IS NOW
 AG9426'CALL BAY PIER AND IS 4.2 FT (1.3 M) SOUTHWEST (NOT NORTHWEST) OF THE
 AG9426'SOUTHWEST CORNER OF THE BAY PIER SIGN.
 AG9426
 AG9426                          STATION RECOVERY (2001)
 AG9426
 AG9426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG9426'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG9426
 AG9426                          STATION RECOVERY (2023)
 AG9426
 AG9426'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 AG9426'RECOVERED AS DESCRIBED.
 AG9426
 AG9426                          STATION RECOVERY (2023)
 AG9426
 AG9426'RECOVERY NOTE BY DEWBERRY ENGINEERING INC. 2023 (AF)
 AG9426'RECOVERED IN GOOD CONDITION.
 AG9426
 AG9426                          STATION RECOVERY (2025)
 AG9426
 AG9426'RECOVERY NOTE BY DEWBERRY ENGINEERING INC. 2025 (RD)
 AG9426'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5204 ***********************************************************************
 AG5204  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5204  DESIGNATION -  872 6364 TIDAL 10
 AG5204  PID         -  AG5204
 AG5204  STATE/COUNTY-  FL/PINELLAS
 AG5204  COUNTRY     -  US
 AG5204  USGS QUAD   -  ANNA MARIA (2018)
 AG5204
 AG5204                         *CURRENT SURVEY CONTROL
 AG5204  ______________________________________________________________________
 AG5204* NAD 83(1986) POSITION- 27 36 44.82   (N) 082 44 11.22   (W)   HD_HELD1
 AG5204* NAVD 88 ORTHO HEIGHT -     1.622 (meters)        5.32  (feet) ADJUSTED
 AG5204  ______________________________________________________________________
 AG5204  GEOID HEIGHT    -        -24.339 (meters)                     GEOID18
 AG5204  DYNAMIC HEIGHT  -          1.620 (meters)        5.32  (feet) COMP
 AG5204  MODELED GRAVITY -    979,159.1   (mgal)                       NAVD 88
 AG5204
 AG5204  VERT ORDER      -  FIRST     CLASS II
 AG5204
 AG5204.The horizontal coordinates were determined by differentially corrected
 AG5204.hand held GPS observations or other comparable positioning techniques
 AG5204.and have an estimated accuracy of +/- 3 meters.
 AG5204
 AG5204.The orthometric height was determined by differential leveling and
 AG5204.adjusted by the NATIONAL GEODETIC SURVEY
 AG5204.in March 1995.
 AG5204
 AG5204.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5204.GEOID18 height accuracy estimate available here.
 AG5204
 AG5204.This Tidal Bench Mark is designated as VM 11300
 AG5204.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG5204
 AG5204.Click photographs - Photos may exist for this station.
 AG5204
 AG5204.The dynamic height is computed by dividing the NAVD 88
 AG5204.geopotential number by the normal gravity value computed on the
 AG5204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5204.degrees latitude (g = 980.6199 gals.).
 AG5204
 AG5204.The modeled gravity was interpolated from observed gravity values.
 AG5204
 AG5204;                    North         East    Units  Estimated Accuracy
 AG5204;SPC FL W     -   363,481.2     127,307.0     MT  (+/- 3 meters HH1 GPS) 
 AG5204
 AG5204_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2864555476(NAD 83)
 AG5204
 AG5204                          SUPERSEDED SURVEY CONTROL
 AG5204
 AG5204  NAVD 88 (06/15/91)    1.617  (m)            5.31   (f) SUPERSEDED  1 2
 AG5204  NGVD 29 (??/??/92)    1.907  (m)            6.26   (f) ADJ UNCH    1 2
 AG5204
 AG5204.Superseded values are not recommended for survey control.
 AG5204
 AG5204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5204.See file dsdata.pdf to determine how the superseded data were derived.
 AG5204
 AG5204_MARKER: DB = BENCH MARK DISK
 AG5204_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG5204+WITH SETTING: PAVEMENT
 AG5204_SP_SET: CONCRETE FOUNDATION
 AG5204_STAMPING: 10 1957
 AG5204_MARK LOGO: CGS
 AG5204_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG5204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5204+STABILITY: SURFACE MOTION
 AG5204_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG5204+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2004
 AG5204
 AG5204  HISTORY     - Date     Condition        Report By
 AG5204  HISTORY     - 1957     MONUMENTED       CGS
 AG5204  HISTORY     - 1972     GOOD             NGS
 AG5204  HISTORY     - 1974     GOOD             LOCENG
 AG5204  HISTORY     - 1976     GOOD             NGS
 AG5204  HISTORY     - 1982     GOOD             FLDNR
 AG5204  HISTORY     - 19900418 GOOD             FLDNR
 AG5204  HISTORY     - 19910510 GOOD             USPSQD
 AG5204  HISTORY     - 19971031 GOOD             USPSQD
 AG5204  HISTORY     - 20000202 GOOD             USPSQD
 AG5204  HISTORY     - 20041001 GOOD             USPSQD
 AG5204
 AG5204                          STATION DESCRIPTION
 AG5204
 AG5204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5204'16.5 MI SW FROM ST PETERSBURG.
 AG5204'ABOUT 2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND
 AG5204'THE INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG,
 AG5204'THENCE 3.6 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET), THENCE
 AG5204'2.3 MILES WEST ALONG PINELLAS BAYWAY, THENCE 6.6 MILES SOUTH ALONG
 AG5204'PINELLAS BAYWAY, THENCE 1.05 MILES SOUTHWEST ALONG A PAVED ROAD THAT
 AG5204'LEADS TO OLD FORT DE SOTO, THENCE 0.4 MILE SOUTH ALONG A PAVED
 AG5204'ROAD THAT LEADS TO A PARKING AREA AND FISHING PIER AT THE OLD
 AG5204'FORT, THENCE 0.1 MILE WEST-NORTHWEST ACROSS COUNTRY TO THE RUINS
 AG5204'OF AN OLD OBSERVATION TOWER, 97 YARDS SOUTHEAST OF THE SOUTHEAST
 AG5204'CORNER OF THE FISHING PIER AT OLD FORT DE SOTO, 105.3 FEET
 AG5204'NORTHEAST OF A SEA WALL, SET IN THE TOP OF THE NORTHEAST CORNER OF
 AG5204'THE 6-FOOT SQUARE CONCRETE AND SHELL BASE FOR AN OBSERVATION TOWER
 AG5204'THAT HAS BEEN PARTIALLY DESTROYED, ABOUT 2 FEET ABOVE THE GROUND.
 AG5204
 AG5204                          STATION RECOVERY (1974)
 AG5204
 AG5204'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974
 AG5204'RECOVERED IN GOOD CONDITION.
 AG5204
 AG5204                          STATION RECOVERY (1976)
 AG5204
 AG5204'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 AG5204'ABOUT 2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND THE
 AG5204'INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST. PETERSBURG THENCE
 AG5204'3.6 MILES SOUTH ALONG U.S. HWY. 19 (34TH STREET).  THENCE 2.3 MILES
 AG5204'WEST ALONG PINELLAS BAYWAY, THENCE 6.85 MILES SOUTH ALONG PINELLAS
 AG5204'BAYWAY TO THE INTERSECTION OF S.R. 699.  TURN RIGHT AND RUN WESTERLY
 AG5204'ON S.R. 699 FOR 1.15 MILE TO A PAVED ROAD ON LEFT (LEADS TO FORT
 AG5204'DESOTO AND FISHING PIER).  TURN LEFT ON PAVED ROAD AND RUN SOUTHERLY
 AG5204'AND WESTERLY FOR 0.45 MILE TO PARKING AREA.  TURN LEFT AND RUN
 AG5204'WESTERLY FOR 0.1 MILE ACROSS PARKING AREA TO THE S.W. CORNER OF
 AG5204'PARKING AREA.  STATION ON LEFT, 277.4 FT. SOUTH OF THE S.W. CORNER OF
 AG5204'PARKING AREA, 105.3 FT. N. E. OF THE CONCRETE SEAWALL, SET IN THE TOP
 AG5204'OF THE N. E. CORNER OF THE 6 FT. SQUARE CONCRETE AND SHELL BASE FOR AN
 AG5204'OBSERVATION TOWER THAT HAS BEEN PARTIALLY DESTROYED, ABOUT 2 FT. ABOVE
 AG5204'THE GROUND.
 AG5204
 AG5204                          STATION RECOVERY (1982)
 AG5204
 AG5204'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5204'RECOVERED IN GOOD CONDITION.
 AG5204
 AG5204                          STATION RECOVERY (1990)
 AG5204
 AG5204'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG5204'RECOVERED IN GOOD CONDITION.
 AG5204
 AG5204                          STATION RECOVERY (1991)
 AG5204
 AG5204'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG5204'RECOVERED IN GOOD CONDITION.
 AG5204
 AG5204                          STATION RECOVERY (1997)
 AG5204
 AG5204'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG5204'RECOVERED IN GOOD CONDITION.
 AG5204
 AG5204                          STATION RECOVERY (2000)
 AG5204
 AG5204'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG5204'RECOVERED IN GOOD CONDITION.
 AG5204
 AG5204                          STATION RECOVERY (2004)
 AG5204
 AG5204'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG5204'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5202 ***********************************************************************
 AG5202  DESIGNATION -  872 6364 TIDAL 8
 AG5202  PID         -  AG5202
 AG5202  STATE/COUNTY-  FL/PINELLAS
 AG5202  COUNTRY     -  US
 AG5202  USGS QUAD   -  ANNA MARIA (2018)
 AG5202
 AG5202                         *CURRENT SURVEY CONTROL
 AG5202  ______________________________________________________________________
 AG5202* NAD 83(1986) POSITION- 27 36 50.     (N) 082 44 12.     (W)   SCALED
 AG5202* NAVD 88 ORTHO HEIGHT -     1.455 (meters)        4.77  (feet) ADJUSTED
 AG5202  ______________________________________________________________________
 AG5202  GEOID HEIGHT    -        -24.339 (meters)                     GEOID18
 AG5202  DYNAMIC HEIGHT  -          1.452 (meters)        4.76  (feet) COMP
 AG5202  MODELED GRAVITY -    979,159.0   (mgal)                       NAVD 88
 AG5202
 AG5202  VERT ORDER      -  FIRST     CLASS II
 AG5202
 AG5202.The horizontal coordinates were scaled from a map and have
 AG5202.an estimated accuracy of +/- 6 seconds.
 AG5202
 AG5202.The orthometric height was determined by differential leveling and
 AG5202.adjusted by the NATIONAL GEODETIC SURVEY
 AG5202.in June 1991.
 AG5202
 AG5202.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5202.GEOID18 height accuracy estimate available here.
 AG5202
 AG5202.Click photographs - Photos may exist for this station.
 AG5202
 AG5202.The dynamic height is computed by dividing the NAVD 88
 AG5202.geopotential number by the normal gravity value computed on the
 AG5202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5202.degrees latitude (g = 980.6199 gals.).
 AG5202
 AG5202.The modeled gravity was interpolated from observed gravity values.
 AG5202
 AG5202;                    North         East    Units  Estimated Accuracy
 AG5202;SPC FL W     -   363,640.      127,290.      MT  (+/- 180 meters Scaled)
 AG5202
 AG5202_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL286556(NAD 83)
 AG5202
 AG5202                          SUPERSEDED SURVEY CONTROL
 AG5202
 AG5202  NGVD 29 (??/??/92)    1.744  (m)            5.72   (f) ADJ UNCH    1 2
 AG5202
 AG5202.Superseded values are not recommended for survey control.
 AG5202
 AG5202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5202.See file dsdata.pdf to determine how the superseded data were derived.
 AG5202
 AG5202_MARKER: DB = BENCH MARK DISK
 AG5202_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG5202+WITH SETTING: PAVEMENT
 AG5202_SP_SET: BLOCK
 AG5202_STAMPING: 8 1957
 AG5202_MARK LOGO: CGS
 AG5202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5202+STABILITY: SURFACE MOTION
 AG5202
 AG5202  HISTORY     - Date     Condition        Report By
 AG5202  HISTORY     - 1957     MONUMENTED       CGS
 AG5202  HISTORY     - 1972     MARK NOT FOUND   NGS
 AG5202  HISTORY     - 19940214 MARK NOT FOUND   USPSQD
 AG5202  HISTORY     - 20000202 MARK NOT FOUND   USPSQD
 AG5202  HISTORY     - 20041001 MARK NOT FOUND   USPSQD
 AG5202
 AG5202                          STATION DESCRIPTION
 AG5202
 AG5202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5202'16.5 MI SW FROM ST PETERSBURG.
 AG5202'IS A STANDARD DISK, STAMPED 8 1957, SET IN TOP OF A 4 FT X 6 FT
 AG5202'CONCRETE BLOCK AT THE SOUTHWEST CORNER OF MULLET KEY, ABOUT 500
 AG5202'FEET SOUTHWEST OF FORT DESOTO, 200 FEET SOUTHEAST OF OFFSHORE
 AG5202'CONCRETE RUINS, 30 FEET EAST OF MEAN HIGH WATER LINE AND 35 FEET
 AG5202'NORTH OF CABLE CROSSING.  TOP OF BLOCK PROJECTS 2 FEET ABOVE SAND.
 AG5202'NOTE-- IT IS EITHER COVERED DEEPLY WITH SAND OR DESTROYED.  THE
 AG5202'AREA HAS BEEN DEVELOPED AS A PARK.
 AG5202
 AG5202                          STATION RECOVERY (1994)
 AG5202
 AG5202'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG5202'MARK NOT FOUND.
 AG5202
 AG5202                          STATION RECOVERY (2000)
 AG5202
 AG5202'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG5202'MARK NOT FOUND.
 AG5202
 AG5202                          STATION RECOVERY (2004)
 AG5202
 AG5202'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG5202'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5201 ***********************************************************************
 AG5201  DESIGNATION -  872 6364 TIDAL 9
 AG5201  PID         -  AG5201
 AG5201  STATE/COUNTY-  FL/PINELLAS
 AG5201  COUNTRY     -  US
 AG5201  USGS QUAD   -  ANNA MARIA (2018)
 AG5201
 AG5201                         *CURRENT SURVEY CONTROL
 AG5201  ______________________________________________________________________
 AG5201* NAD 83(1986) POSITION- 27 36 46.     (N) 082 44 13.     (W)   SCALED
 AG5201* NAVD 88 ORTHO HEIGHT -     1.026 (meters)        3.37  (feet) ADJUSTED
 AG5201  ______________________________________________________________________
 AG5201  GEOID HEIGHT    -        -24.338 (meters)                     GEOID18
 AG5201  DYNAMIC HEIGHT  -          1.024 (meters)        3.36  (feet) COMP
 AG5201  MODELED GRAVITY -    979,158.9   (mgal)                       NAVD 88
 AG5201
 AG5201  VERT ORDER      -  FIRST     CLASS II
 AG5201
 AG5201.The horizontal coordinates were scaled from a map and have
 AG5201.an estimated accuracy of +/- 6 seconds.
 AG5201
 AG5201.The orthometric height was determined by differential leveling and
 AG5201.adjusted by the NATIONAL GEODETIC SURVEY
 AG5201.in June 1991.
 AG5201
 AG5201.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5201.GEOID18 height accuracy estimate available here.
 AG5201
 AG5201.Click photographs - Photos may exist for this station.
 AG5201
 AG5201.The dynamic height is computed by dividing the NAVD 88
 AG5201.geopotential number by the normal gravity value computed on the
 AG5201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5201.degrees latitude (g = 980.6199 gals.).
 AG5201
 AG5201.The modeled gravity was interpolated from observed gravity values.
 AG5201
 AG5201;                    North         East    Units  Estimated Accuracy
 AG5201;SPC FL W     -   363,520.      127,260.      MT  (+/- 180 meters Scaled)
 AG5201
 AG5201_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285555(NAD 83)
 AG5201
 AG5201                          SUPERSEDED SURVEY CONTROL
 AG5201
 AG5201  NGVD 29 (??/??/92)    1.315  (m)            4.31   (f) ADJ UNCH    1 2
 AG5201
 AG5201.Superseded values are not recommended for survey control.
 AG5201
 AG5201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5201.See file dsdata.pdf to determine how the superseded data were derived.
 AG5201
 AG5201_MARKER: DB = BENCH MARK DISK
 AG5201_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG5201+WITH SETTING: PAVEMENT
 AG5201_SP_SET: MANHOLE
 AG5201_STAMPING: 9 1957
 AG5201_MARK LOGO: CGS
 AG5201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5201+STABILITY: SURFACE MOTION
 AG5201
 AG5201  HISTORY     - Date     Condition        Report By
 AG5201  HISTORY     - 1957     MONUMENTED       CGS
 AG5201  HISTORY     - 1972     MARK NOT FOUND   NGS
 AG5201  HISTORY     - 19910510 MARK NOT FOUND   USPSQD
 AG5201  HISTORY     - 20041001 MARK NOT FOUND   USPSQD
 AG5201
 AG5201                          STATION DESCRIPTION
 AG5201
 AG5201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 AG5201'16.5 MI SW FROM ST PETERSBURG.
 AG5201'IS A STANDARD DISK, STAMPED 9 1957, SET IN THE SOUTH CORNER OF THE
 AG5201'BASE OF CONCRETE MANHOLE STRUCTURE WHICH IS 10 FEET LONG, 6 FEET
 AG5201'WIDE AND 6 FEET HIGH.  IT IS ABOUT 0.2 MILE SOUTHWEST OF FORT
 AG5201'DESOTO, 0.1 MILE SOUTH OF OFF-SHORE CONCRETE RUINS, 200 FEET NORTH
 AG5201'OF CONCRETE OBSERVATION TOWER, 30 FEET EAST OF MEAN HIGH WATER LINE
 AG5201'AND ABOUT 6 INCHES ABOVE SAND.  NOTE-- A NEW SEA WALL HAS BEEN
 AG5201'BUILT IN THE AREA AND THE MARK IS BELIEVED TO HAVE BEEN DESTROYED.
 AG5201
 AG5201                          STATION RECOVERY (1991)
 AG5201
 AG5201'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG5201'MARK NOT FOUND.
 AG5201
 AG5201                          STATION RECOVERY (2004)
 AG5201
 AG5201'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG5201'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7401 ***********************************************************************
 AG7401  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7401  DESIGNATION -  872 6367 C TIDAL
 AG7401  PID         -  AG7401
 AG7401  STATE/COUNTY-  FL/PINELLAS
 AG7401  COUNTRY     -  US
 AG7401  USGS QUAD   -  ANNA MARIA (2018)
 AG7401
 AG7401                         *CURRENT SURVEY CONTROL
 AG7401  ______________________________________________________________________
 AG7401* NAD 83(1986) POSITION- 27 37 04.02   (N) 082 43 34.70   (W)   HD_HELD1
 AG7401* NAVD 88 ORTHO HEIGHT -     1.131 (meters)        3.71  (feet) ADJUSTED
 AG7401  ______________________________________________________________________
 AG7401  GEOID HEIGHT    -        -24.354 (meters)                     GEOID18
 AG7401  DYNAMIC HEIGHT  -          1.129 (meters)        3.70  (feet) COMP
 AG7401  MODELED GRAVITY -    979,159.0   (mgal)                       NAVD 88
 AG7401
 AG7401  VERT ORDER      -  SECOND    CLASS I
 AG7401
 AG7401.The horizontal coordinates were determined by differentially corrected
 AG7401.hand held GPS observations or other comparable positioning techniques
 AG7401.and have an estimated accuracy of +/- 3 meters.
 AG7401
 AG7401.The orthometric height was determined by differential leveling and
 AG7401.adjusted by the NATIONAL GEODETIC SURVEY
 AG7401.in December 2023.
 AG7401
 AG7401.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7401.GEOID18 height accuracy estimate available here.
 AG7401
 AG7401.This Tidal Bench Mark is designated as VM 12107
 AG7401.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7401
 AG7401.Click photographs - Photos may exist for this station.
 AG7401
 AG7401.The dynamic height is computed by dividing the NAVD 88
 AG7401.geopotential number by the normal gravity value computed on the
 AG7401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7401.degrees latitude (g = 980.6199 gals.).
 AG7401
 AG7401.The modeled gravity was interpolated from observed gravity values.
 AG7401
 AG7401;                    North         East    Units  Estimated Accuracy
 AG7401;SPC FL W     -   364,066.3     128,311.9     MT  (+/- 3 meters HH1 GPS) 
 AG7401
 AG7401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2965556053(NAD 83)
 AG7401
 AG7401                          SUPERSEDED SURVEY CONTROL
 AG7401
 AG7401  NAVD 88 (06/15/91)    1.121  (m)            3.68   (f) SUPERSEDED  2 1
 AG7401  NGVD 29 (??/??/92)    1.411  (m)            4.63   (f) ADJ UNCH    2 1
 AG7401
 AG7401.Superseded values are not recommended for survey control.
 AG7401
 AG7401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7401.See file dsdata.pdf to determine how the superseded data were derived.
 AG7401
 AG7401_MARKER: DD = SURVEY DISK
 AG7401_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7401_SP_SET: CULVERT HEADWALL
 AG7401_STAMPING: 6367 C 1976
 AG7401_MARK LOGO: NOS
 AG7401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7401+STABILITY: SURFACE MOTION
 AG7401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7401+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2023
 AG7401
 AG7401  HISTORY     - Date     Condition        Report By
 AG7401  HISTORY     - 1976     MONUMENTED       NOS
 AG7401  HISTORY     - 1982     GOOD             FLDNR
 AG7401  HISTORY     - 19940214 GOOD             USPSQD
 AG7401  HISTORY     - 19971031 GOOD             USPSQD
 AG7401  HISTORY     - 20000202 GOOD             USPSQD
 AG7401  HISTORY     - 20041001 GOOD             USPSQD
 AG7401  HISTORY     - 20230213 GOOD             FLDEP
 AG7401
 AG7401                          STATION DESCRIPTION
 AG7401
 AG7401'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7401'16 MI SW FROM ST PETERSBURG.
 AG7401'THE MARK IS LOCATED AT THE FORT DESOTO PARK FISHING PIER (EASTERN
 AG7401'PIER) PARKING AREA.  THE MARK BEARS 25.0 FEET WEST OF THE CENTERLINE
 AG7401'OF THE EAST ENTRANCE ROAD TO THE PARKING AREA, 89.5 FEET SOUTH OF
 AG7401'THE JUNCTION OF THE ENTRANCE ROAD WITH THE PARK ROAD, 87.0 FEET
 AG7401'EAST OF A FIRE HYDRANT, AND 67 FEET NORTH OF THE NORTH EDGE OF THE
 AG7401'PARKING LOT.
 AG7401'THE MARK IS 1 FT BELOW ROAD.
 AG7401
 AG7401                          STATION RECOVERY (1994)
 AG7401
 AG7401'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG7401'RECOVERED IN GOOD CONDITION.
 AG7401
 AG7401                          STATION RECOVERY (1997)
 AG7401
 AG7401'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7401'RECOVERED IN GOOD CONDITION.
 AG7401
 AG7401                          STATION RECOVERY (2000)
 AG7401
 AG7401'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7401'RECOVERED IN GOOD CONDITION.
 AG7401
 AG7401                          STATION RECOVERY (2004)
 AG7401
 AG7401'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG7401'THE MARK IS 2 FEET SOUTH OF THE NORTH END OF A CONCRETE HEADWALL.
 AG7401
 AG7401                          STATION RECOVERY (2023)
 AG7401
 AG7401'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 AG7401'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7402 ***********************************************************************
 AG7402  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7402  DESIGNATION -  872 6367 E TIDAL
 AG7402  PID         -  AG7402
 AG7402  STATE/COUNTY-  FL/PINELLAS
 AG7402  COUNTRY     -  US
 AG7402  USGS QUAD   -  ANNA MARIA (2018)
 AG7402
 AG7402                         *CURRENT SURVEY CONTROL
 AG7402  ______________________________________________________________________
 AG7402* NAD 83(1986) POSITION- 27 37 14.87   (N) 082 43 35.73   (W)   HD_HELD1
 AG7402* NAVD 88 ORTHO HEIGHT -     0.245 (meters)        0.80  (feet) ADJUSTED
 AG7402  ______________________________________________________________________
 AG7402  GEOID HEIGHT    -        -24.353 (meters)                     GEOID18
 AG7402  DYNAMIC HEIGHT  -          0.244 (meters)        0.80  (feet) COMP
 AG7402  MODELED GRAVITY -    979,159.5   (mgal)                       NAVD 88
 AG7402
 AG7402  VERT ORDER      -  SECOND    CLASS I
 AG7402
 AG7402.The horizontal coordinates were determined by differentially corrected
 AG7402.hand held GPS observations or other comparable positioning techniques
 AG7402.and have an estimated accuracy of +/- 3 meters.
 AG7402
 AG7402.The orthometric height was determined by differential leveling and
 AG7402.adjusted by the NATIONAL GEODETIC SURVEY
 AG7402.in December 2023.
 AG7402
 AG7402.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7402.GEOID18 height accuracy estimate available here.
 AG7402
 AG7402.This Tidal Bench Mark is designated as VM 12108
 AG7402.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7402
 AG7402.Click photographs - Photos may exist for this station.
 AG7402
 AG7402.The dynamic height is computed by dividing the NAVD 88
 AG7402.geopotential number by the normal gravity value computed on the
 AG7402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7402.degrees latitude (g = 980.6199 gals.).
 AG7402
 AG7402.The modeled gravity was interpolated from observed gravity values.
 AG7402
 AG7402;                    North         East    Units  Estimated Accuracy
 AG7402;SPC FL W     -   364,400.4     128,285.6     MT  (+/- 3 meters HH1 GPS) 
 AG7402
 AG7402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2963156387(NAD 83)
 AG7402
 AG7402                          SUPERSEDED SURVEY CONTROL
 AG7402
 AG7402  NAVD 88 (06/15/91)    0.233  (m)            0.76   (f) SUPERSEDED  2 1
 AG7402  NGVD 29 (??/??/92)    0.522  (m)            1.71   (f) ADJ UNCH    2 1
 AG7402
 AG7402.Superseded values are not recommended for survey control.
 AG7402
 AG7402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7402.See file dsdata.pdf to determine how the superseded data were derived.
 AG7402
 AG7402_MARKER: DD = SURVEY DISK
 AG7402_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7402_STAMPING: 6367 E 1976
 AG7402_MARK LOGO: NOS
 AG7402_PROJECTION: PROJECTING 25 CENTIMETERS
 AG7402_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7402+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2023
 AG7402_ROD/PIPE-DEPTH: 9.75 meters
 AG7402
 AG7402  HISTORY     - Date     Condition        Report By
 AG7402  HISTORY     - 1976     MONUMENTED       NOS
 AG7402  HISTORY     - 1982     GOOD             FLDNR
 AG7402  HISTORY     - 19940214 GOOD             USPSQD
 AG7402  HISTORY     - 19991129 GOOD             USPSQD
 AG7402  HISTORY     - 20000202 GOOD             USPSQD
 AG7402  HISTORY     - 20010331 GOOD             NGS
 AG7402  HISTORY     - 20041001 GOOD             USPSQD
 AG7402  HISTORY     - 20230213 GOOD             FLDEP
 AG7402
 AG7402                          STATION DESCRIPTION
 AG7402
 AG7402'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7402'16 MI SW FROM ST PETERSBURG.
 AG7402'BEGIN AT THE EAST ENTRANCE TO THE FORT DESOTO PARK FISHING PIER,
 AG7402'GO 0.2 MILE NORTH ALONG A DIRT ROAD ACROSS FROM THE ENTRANCE ROAD
 AG7402'TO THE MARK.  THE MARK BEARS 41.0 FEET EAST OF THE CENTERLINE OF
 AG7402'THE DIRT ROAD, 120 FEET SOUTH OF THE WATERLINE, 8 FEET SOUTHWEST
 AG7402'OF A WHITE MANGROVE TREE, AND IS AT THE WEST EDGE OF THE MANGROVE
 AG7402'TREE LINE.
 AG7402'THE MARK IS 0.4 FT  W FROM A WITNESS POST.
 AG7402
 AG7402                          STATION RECOVERY (1994)
 AG7402
 AG7402'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG7402'RECOVERED IN GOOD CONDITION.
 AG7402
 AG7402                          STATION RECOVERY (1999)
 AG7402
 AG7402'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7402'RECOVERED IN GOOD CONDITION.
 AG7402
 AG7402                          STATION RECOVERY (2000)
 AG7402
 AG7402'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7402'RECOVERED IN GOOD CONDITION.
 AG7402
 AG7402                          STATION RECOVERY (2001)
 AG7402
 AG7402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7402'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7402
 AG7402                          STATION RECOVERY (2004)
 AG7402
 AG7402'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG7402'THE MARK IS 30 FEET EAST OF THE CENTERLINE.
 AG7402
 AG7402                          STATION RECOVERY (2023)
 AG7402
 AG7402'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 AG7402'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7339 ***********************************************************************
 AG7339  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7339  DESIGNATION -  872 6384 B TIDAL
 AG7339  PID         -  AG7339
 AG7339  STATE/COUNTY-  FL/MANATEE
 AG7339  COUNTRY     -  US
 AG7339  USGS QUAD   -  COCKROACH BAY (2018)
 AG7339
 AG7339                         *CURRENT SURVEY CONTROL
 AG7339  ______________________________________________________________________
 AG7339* NAD 83(1986) POSITION- 27 38 06.     (N) 082 33 31.     (W)   SCALED
 AG7339* NAVD 88 ORTHO HEIGHT -     2.361 (meters)        7.75  (feet) ADJUSTED
 AG7339  ______________________________________________________________________
 AG7339  GEOID HEIGHT    -        -24.572 (meters)                     GEOID18
 AG7339  DYNAMIC HEIGHT  -          2.357 (meters)        7.73  (feet) COMP
 AG7339  MODELED GRAVITY -    979,154.8   (mgal)                       NAVD 88
 AG7339
 AG7339  VERT ORDER      -  SECOND    CLASS I
 AG7339
 AG7339.The horizontal coordinates were scaled from a map and have
 AG7339.an estimated accuracy of +/- 6 seconds.
 AG7339
 AG7339.The orthometric height was determined by differential leveling and
 AG7339.adjusted by the NATIONAL GEODETIC SURVEY
 AG7339.in June 1991.
 AG7339
 AG7339.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7339.GEOID18 height accuracy estimate available here.
 AG7339
 AG7339.This Tidal Bench Mark is designated as VM 7806
 AG7339.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7339
 AG7339.Click photographs - Photos may exist for this station.
 AG7339
 AG7339.The dynamic height is computed by dividing the NAVD 88
 AG7339.geopotential number by the normal gravity value computed on the
 AG7339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7339.degrees latitude (g = 980.6199 gals.).
 AG7339
 AG7339.The modeled gravity was interpolated from observed gravity values.
 AG7339
 AG7339;                    North         East    Units  Estimated Accuracy
 AG7339;SPC FL W     -   365,890.      144,870.      MT  (+/- 180 meters Scaled)
 AG7339
 AG7339_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL462577(NAD 83)
 AG7339
 AG7339                          SUPERSEDED SURVEY CONTROL
 AG7339
 AG7339.No superseded survey control is available for this station.
 AG7339
 AG7339_MARKER: DJ = TIDAL STATION DISK
 AG7339_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7339_SP_SET: PAD
 AG7339_STAMPING: 6384 B 1976
 AG7339_MARK LOGO: NOS
 AG7339_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7339_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7339+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1990
 AG7339
 AG7339  HISTORY     - Date     Condition        Report By
 AG7339  HISTORY     - 1976     MONUMENTED       NOS
 AG7339  HISTORY     - 1976     GOOD             FLDNR
 AG7339  HISTORY     - 1982     GOOD             FLDNR
 AG7339  HISTORY     - 19900612 GOOD             FLDNR
 AG7339  HISTORY     - 20081114 MARK NOT FOUND   FL-081
 AG7339
 AG7339                          STATION DESCRIPTION
 AG7339
 AG7339'DESCRIBED BY FL DEPT OF NAT RES 1976
 AG7339'1.1 MI WEST FROM PINEY POINT.
 AG7339'FROM THE INTERSECTION OF US 41 AND A PAVED ROAD AT PINEY POINT
 AG7339'PROCEED NORTHWEST ALONG THE PAVED ROAD 0.6 MILES TO AN INTERSECTION
 AG7339'WITH A SECOND PAVED ROAD, THENCE SOUTH ALONG THE SECOND PAVED ROAD
 AG7339'0.1 MILES TO AN INTERSECTION WITH ANOTHER PAVED ROAD LEADING
 AG7339'TO  PORT MANATEE TERMINAL, THENCE WEST ALONG THIS PAVED
 AG7339'ROAD 0.6 MILES TO A ROAD THAT RUNS BETWEEN TWO BUILDINGS, THENCE SOUTH
 AG7339'BETWEEN THE TWO BUILDINGS 0.1 MILES TO A BASIN, THE MARK IS SET IN THE
 AG7339'NORTHEAST CORNER OF THE PORT MANATEE BASIN AREA, AND BEARS 54 FEET
 AG7339'SOUTHEAST OF THE SOUTHEAST CORNER OF A GRAY BUILDING, 4 FEET SOUTHEAST
 AG7339'OF MOORING BALLARDS, 17.7 FEET SOUTHEAST OF CURB, 300 FEET EAST OF
 AG7339'BENCH MARK 6384 A.
 AG7339
 AG7339                          STATION RECOVERY (1982)
 AG7339
 AG7339'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7339'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG7339'BEGIN AT THE HILLSBOROUGH-MANATEE COUNTY LINE ON U.S. HIGHWAY
 AG7339'41, GO 1.25 MILES SOUTHWEST ON U.S. 41 TO THE JUNCTION OF
 AG7339'PINEY POINT ROAD (ACROSS FROM AMAX PHOSPHATE INC.), GO 0.55
 AG7339'MILE NORTHWEST ON PINEY POINT ROAD TO THE JUNCTION OF REEDER
 AG7339'ROAD, GO 0.1 MILE SOUTH ON REEDER ROAD TO THE JUNCTION OF THE
 AG7339'ENTRANCE ROAD TO PORT MANATEE, GO 0.45 MILE WEST ON THE ENTRANCE
 AG7339'ROAD TO THE PORT AND THE MARK VICINITY.
 AG7339'THE MARK IS SET ON TOP OF THE SOUTHWEST SIDE OF A CONCRETE PAD
 AG7339'FOR TWO BOLLARDS AT THE NORTHEAST CORNER OF THE PORT MANATEE
 AG7339'BASIN, AND IS 35 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 AG7339'BASIN.
 AG7339
 AG7339                          STATION RECOVERY (1990)
 AG7339
 AG7339'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7339'RECOVERED IN GOOD CONDITION.
 AG7339
 AG7339                          STATION RECOVERY (2008)
 AG7339
 AG7339'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7339'NO EVIDENCE OF ORIGINAL REFERENCE ITEMS REMAIN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7340 ***********************************************************************
 AG7340  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7340  DESIGNATION -  872 6384 C TIDAL
 AG7340  PID         -  AG7340
 AG7340  STATE/COUNTY-  FL/MANATEE
 AG7340  COUNTRY     -  US
 AG7340  USGS QUAD   -  COCKROACH BAY (2018)
 AG7340
 AG7340                         *CURRENT SURVEY CONTROL
 AG7340  ______________________________________________________________________
 AG7340* NAD 83(1986) POSITION- 27 38 01.1    (N) 082 33 33.1    (W)   HD_HELD2
 AG7340* NAVD 88 ORTHO HEIGHT -     2.507 (meters)        8.23  (feet) ADJUSTED
 AG7340  ______________________________________________________________________
 AG7340  GEOID HEIGHT    -        -24.571 (meters)                     GEOID18
 AG7340  DYNAMIC HEIGHT  -          2.503 (meters)        8.21  (feet) COMP
 AG7340  MODELED GRAVITY -    979,154.7   (mgal)                       NAVD 88
 AG7340
 AG7340  VERT ORDER      -  FIRST     CLASS II
 AG7340
 AG7340.The horizontal coordinates were established by autonomous hand held GPS
 AG7340.observations and have an estimated accuracy of +/- 10 meters.
 AG7340
 AG7340.The orthometric height was determined by differential leveling and
 AG7340.adjusted by the NATIONAL GEODETIC SURVEY
 AG7340.in March 1995.
 AG7340
 AG7340.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7340.GEOID18 height accuracy estimate available here.
 AG7340
 AG7340.This Tidal Bench Mark is designated as VM 7807
 AG7340.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7340
 AG7340.Click photographs - Photos may exist for this station.
 AG7340
 AG7340.The dynamic height is computed by dividing the NAVD 88
 AG7340.geopotential number by the normal gravity value computed on the
 AG7340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7340.degrees latitude (g = 980.6199 gals.).
 AG7340
 AG7340.The modeled gravity was interpolated from observed gravity values.
 AG7340
 AG7340;                    North         East    Units  Estimated Accuracy
 AG7340;SPC FL W     -   365,737.      144,814.      MT  (+/- 10 meters HH2 GPS)
 AG7340
 AG7340_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4616957590(NAD 83)
 AG7340
 AG7340                          SUPERSEDED SURVEY CONTROL
 AG7340
 AG7340  NAVD 88 (06/15/91)    2.510  (m)            8.23   (f) SUPERSEDED  2 1
 AG7340
 AG7340.Superseded values are not recommended for survey control.
 AG7340
 AG7340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7340.See file dsdata.pdf to determine how the superseded data were derived.
 AG7340
 AG7340_MARKER: DJ = TIDAL STATION DISK
 AG7340_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG7340_SP_SET: BUILDING FOUNDATION
 AG7340_STAMPING: 6384 C 1976
 AG7340_MARK LOGO: NOS
 AG7340_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7340+STABILITY: SURFACE MOTION
 AG7340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7340+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2007
 AG7340
 AG7340  HISTORY     - Date     Condition        Report By
 AG7340  HISTORY     - 1976     MONUMENTED       NOS
 AG7340  HISTORY     - 1976     GOOD             FLDNR
 AG7340  HISTORY     - 1982     GOOD             FLDNR
 AG7340  HISTORY     - 19900612 GOOD             FLDNR
 AG7340  HISTORY     - 20071025 GOOD             FLDEP
 AG7340  HISTORY     - 20081114 GOOD             FL-081
 AG7340
 AG7340                          STATION DESCRIPTION
 AG7340
 AG7340'DESCRIBED BY FL DEPT OF NAT RES 1976
 AG7340'1.1 MI WEST FROM PINEY POINT.
 AG7340'FROM THE MAIN INTERSECTION OF US 41 AND A PAVED ROAD AT PINEY
 AG7340'POINT, PROCEED NORTHWEST ALONG THE PAVED ROAD 0.6 MILES TO AN
 AG7340'INTERSECTION WITH A SECOND PAVED ROAD, THENCE SOUTH ALONG THIS PAVED
 AG7340'ROAD 0.1 MILES TO AN INTERSECTION WITH A THIRD PAVED ROAD
 AG7340'LEADING TO PORT MANATEE TERMINAL, THENCE WEST ALONG THE THIRD PAVED
 AG7340'ROAD TO A ROAD LEADING BETWEEN TWO BUILDINGS, THENCE SOUTH BETWEEN
 AG7340'THE TWO BUILDINGS 0.2 MILES TO EAST END OF A BASIN. THE MARK BEARS 1
 AG7340'FOOT WEST OF A BLUE ALUMINUM BUILDING, 4.3 FEET NORTH OF THE SOUTHERN
 AG7340'MOST GARAGE DOOR ON WEST SIDE OF BUILDING, 9.7 FEET EAST
 AG7340'OF EAST RAIL OF NORTH/SOUTH RAILROAD TRACKS, SET FLUSH IN BASE OF BLUE
 AG7340'ALUMINUM BUILDING.
 AG7340
 AG7340                          STATION RECOVERY (1982)
 AG7340
 AG7340'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7340'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG7340'BEGIN AT THE HILLSBOROUGH-MANATEE COUNTY LINE ON U.S. HIGHWAY
 AG7340'41, GO 1.25 MILES SOUTHWEST ON U.S. 41 TO THE JUNCTION OF
 AG7340'PINEY POINT ROAD (ACROSS FROM AMAX PHOSPHATE INC.), GO 0.55
 AG7340'MILE NORTHWEST ON PINEY POINT ROAD TO THE JUNCTION OF REEDER
 AG7340'ROAD, GO 0.1 MILE SOUTH ON REEDER ROAD TO THE JUNCTION OF THE
 AG7340'ENTRANCE ROAD TO PORT MANATEE, GO 0.45 MILE WEST ON THE ENTRANCE
 AG7340'ROAD TO THE PORT AND THE MARK VICINITY.
 AG7340'THE MARK IS SET IN THE WEST FOOTING OF A LARGE BLUE ALUMINUM
 AG7340'BUILDING ON THE EAST SIDE OF THE BOAT BASIN, 1 FOOT WEST OF THE
 AG7340'WEST SIDE OF THE BUILDING, AND 4 FEET NORTH OF THE SOUTHERNMOST
 AG7340'GARAGE DOOR OF TWO DOORS ON THE WEST SIDE OF THE BUILDING.
 AG7340
 AG7340                          STATION RECOVERY (1990)
 AG7340
 AG7340'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7340'RECOVERED IN GOOD CONDITION.
 AG7340
 AG7340                          STATION RECOVERY (2007)
 AG7340
 AG7340'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7340'RECOVERED AS DESCRIBED.
 AG7340
 AG7340                          STATION RECOVERY (2008)
 AG7340
 AG7340'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7340'THE MARK IS APPROXIMATELY 550 FT (167.6 M) WESTERLY FROM THE
 AG7340'CENTERLINE OF EASTERN CEMENT SILOS TO THE WEST FACE OF WAREHOUSE 1
 AG7340'(WAREHOUSE ONE- 13231 AT THE EAST FACE OF THE GREEN BUILDING).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7342 ***********************************************************************
 AG7342  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7342  DESIGNATION -  872 6384 F TIDAL
 AG7342  PID         -  AG7342
 AG7342  STATE/COUNTY-  FL/MANATEE
 AG7342  COUNTRY     -  US
 AG7342  USGS QUAD   -  COCKROACH BAY (2018)
 AG7342
 AG7342                         *CURRENT SURVEY CONTROL
 AG7342  ______________________________________________________________________
 AG7342* NAD 83(1986) POSITION- 27 37 58.4    (N) 082 33 45.8    (W)   HD_HELD2
 AG7342* NAVD 88 ORTHO HEIGHT -     2.119 (meters)        6.95  (feet) ADJUSTED
 AG7342  ______________________________________________________________________
 AG7342  GEOID HEIGHT    -        -24.565 (meters)                     GEOID18
 AG7342  DYNAMIC HEIGHT  -          2.115 (meters)        6.94  (feet) COMP
 AG7342  MODELED GRAVITY -    979,154.7   (mgal)                       NAVD 88
 AG7342
 AG7342  VERT ORDER      -  FIRST     CLASS II
 AG7342
 AG7342.The horizontal coordinates were established by autonomous hand held GPS
 AG7342.observations and have an estimated accuracy of +/- 10 meters.
 AG7342
 AG7342.The orthometric height was determined by differential leveling and
 AG7342.adjusted by the NATIONAL GEODETIC SURVEY
 AG7342.in July 2009.
 AG7342
 AG7342.No vertical observational check was made to the station.
 AG7342
 AG7342.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7342.GEOID18 height accuracy estimate available here.
 AG7342
 AG7342.This Tidal Bench Mark is designated as VM 7809
 AG7342.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7342
 AG7342.Click photographs - Photos may exist for this station.
 AG7342
 AG7342.The dynamic height is computed by dividing the NAVD 88
 AG7342.geopotential number by the normal gravity value computed on the
 AG7342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7342.degrees latitude (g = 980.6199 gals.).
 AG7342
 AG7342.The modeled gravity was interpolated from observed gravity values.
 AG7342
 AG7342;                    North         East    Units  Estimated Accuracy
 AG7342;SPC FL W     -   365,656.      144,466.      MT  (+/- 10 meters HH2 GPS)
 AG7342
 AG7342_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4582057512(NAD 83)
 AG7342
 AG7342                          SUPERSEDED SURVEY CONTROL
 AG7342
 AG7342  NAVD 88 (06/15/91)    2.111  (m)            6.93   (f) SUPERSEDED  2 1
 AG7342
 AG7342.Superseded values are not recommended for survey control.
 AG7342
 AG7342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7342.See file dsdata.pdf to determine how the superseded data were derived.
 AG7342
 AG7342_MARKER: DJ = TIDAL STATION DISK
 AG7342_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7342_SP_SET: SEAWALL
 AG7342_STAMPING: 6384 F 1976 MAN H-1 1987
 AG7342_MARK LOGO: NOS
 AG7342_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7342+STABILITY: SURFACE MOTION
 AG7342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7342+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2021
 AG7342
 AG7342  HISTORY     - Date     Condition        Report By
 AG7342  HISTORY     - 1976     MONUMENTED       NOS
 AG7342  HISTORY     - 1976     GOOD             FLDNR
 AG7342  HISTORY     - 1982     GOOD             FLDNR
 AG7342  HISTORY     - 19900612 GOOD             FLDNR
 AG7342  HISTORY     - 20071025 GOOD             FLDEP
 AG7342  HISTORY     - 20081114 GOOD             FL-081
 AG7342  HISTORY     - 20120808 GOOD             FL-081
 AG7342  HISTORY     - 20210802 GOOD             MCKIM
 AG7342
 AG7342                          STATION DESCRIPTION
 AG7342
 AG7342'DESCRIBED BY FL DEPT OF NAT RES 1976
 AG7342'1.4 MI WEST FROM PINEY POINT.
 AG7342'FROM THE MAIN INTERSECTION OF US 41 AND A PAVED ROAD AT PINEY POINT,
 AG7342'PROCEED NORTHWEST ALONG THE PAVED ROAD 0.6 MILES TO AN INTERSECTION
 AG7342'WITH A SECOND PAVED ROAD, THENCE SOUTH ALONG THIS PAVED ROAD 0.1
 AG7342'MILES TO AN INTERSECTION WITH ANOTHER PAVED ROAD THAT LEADS TO THE
 AG7342'PORT MANATEE TERMINAL, THENCE WEST ALONG THIS PAVED ROAD
 AG7342'0.6 MILES TO A ROAD THAT RUNS BETWEEN TWO BUILDINGS, THENCE SOUTH
 AG7342'BETWEEN THE TWO BUILDINGS 0.3 MILES TO SOUTHEAST END OF BASIN, THENCE
 AG7342'0.2 MILES WEST. THE MARK IS ON NORTHWEST CORNER OF DOCK AREA ON SOUTH
 AG7342'SIDE OF BOAT BASIN, 4.5 FEET EAST OF WEST SIDE OF DOCK AREA, 4.8 FEET
 AG7342'SOUTH OF THE NORTH SIDE OF DOCK AREA, SET FLUSH IN THE SOUTH SIDE OF A
 AG7342'CONCRETE PAD FOR TWO BOLLARDS.
 AG7342
 AG7342                          STATION RECOVERY (1982)
 AG7342
 AG7342'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7342'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG7342'BEGIN AT THE HILLSBOROUGH-MANATEE COUNTY LINE ON U.S. HIGHWAY
 AG7342'41, GO 1.25 MILES SOUTHWEST ON U.S. 41 TO THE JUNCTION OF
 AG7342'PINEY POINT ROAD (ACROSS FROM AMAX PHOSPHATE INC.), GO 0.55
 AG7342'MILE NORTHWEST ON PINEY POINT ROAD TO THE JUNCTION OF REEDER
 AG7342'ROAD, GO 0.1 MILE SOUTH ON REEDER ROAD TO THE JUNCTION OF THE
 AG7342'ENTRANCE ROAD TO PORT MANATEE, GO 0.45 MILE WEST ON THE ENTRANCE
 AG7342'ROAD TO THE PORT AND THE MARK VICINITY.
 AG7342'THE MARK IS AT THE NORTHWEST CORNER OF THE CONCRETE DOCK ON
 AG7342'THE SOUTH SIDE OF THE PORT BOAT BASIN, SET IN THE SOUTH SIDE
 AG7342'OF A CONCRETE PAD FOR TWO BOLLARDS, 4.5 FEET EAST OF THE WEST
 AG7342'SIDE OF THE DOCK, AND 4.8 FEET SOUTH OF THE NORTH SIDE OF THE
 AG7342'DOCK.
 AG7342
 AG7342                          STATION RECOVERY (1990)
 AG7342
 AG7342'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7342'RECOVERED IN GOOD CONDITION.
 AG7342
 AG7342                          STATION RECOVERY (2007)
 AG7342
 AG7342'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7342'RECOVERED AS DESCRIBED.
 AG7342
 AG7342                          STATION RECOVERY (2008)
 AG7342
 AG7342'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7342'THE STATION IS LOCATED ABOUT 9.3 MI (15.0 KM) NORTH OF BRADENTON, 9.0
 AG7342'MI (14.5 KM) WEST-NORTHWEST OF PARRISH AND 7.7 MI (12.4 KM) NORTH OF
 AG7342'PALMETTO.
 AG7342'
 AG7342'TO REACH FROM THE HILLSBOROUGH-MANATEE COUNTY LINE ON U.S. HIGHWAY 41,
 AG7342'GO SOUTHWEST ON U.S. 41 FOR 1.25 MI (2.0 KM) TO THE JUNCTION OF PINEY
 AG7342'POINT ROAD ON THE RIGHT, ACROSS FROM AMAX PHOSPHATE INCORPORATED.
 AG7342'TURN RIGHT AND GO NORTHWEST ON PINEY POINT ROAD FOR 0.55 MI (0.9 KM)
 AG7342'TO THE JUNCTION OF REEDER ROAD.  TURN LEFT AND GO SOUTH ON REEDER ROAD
 AG7342'FOR 0.1 MI (0.2 KM) TO THE INTERSECTION OF SOUTH DOCK STREET.  TURN
 AG7342'RIGHT AND GO WEST ON SOUTH DOCK STREET FOR 0.35 MI (0.6 KM) TO AN
 AG7342'INTERSECTION.  CONTINUE NORTHWEST OVER RAILROAD TRACKS TO THE
 AG7342'SOUTHWESTERLY CORNER OF WAREHOUSE NUMBER 7 ( 13230).  CONTINUE WEST
 AG7342'ALONG NORTH FACE OF FEDERAL MARINE WAREHOUSE FOR 0.15 MI (0.2 KM) TO
 AG7342'THE SOUTHEASTERLY CORNER OF PORT BOAT BASIN, ABOUT 200 FT (61.0 M)
 AG7342'NORTHWEST OF THE NORTHWESTERLY CORNER OF WARE HOUSE NUMBER 4.    THE
 AG7342'MARK IS AT THE 'OLD' NORTHWEST CORNER OF THE CONCRETE DOCK ON THE
 AG7342'SOUTH SIDE OF THE PORT BOAT BASIN, SET IN THE SOUTH SIDE OF A CONCRETE
 AG7342'PAD FOR TWO BOLLARDS, 4.5 FT (1.4 M) EAST OF THE WEST SIDE OF THE DOCK
 AG7342'AND 4.8 FT (1.5 M) SOUTH OF THE NORTH SIDE OF THE DOCK.
 AG7342
 AG7342                          STATION RECOVERY (2012)
 AG7342
 AG7342'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KW)
 AG7342'RECOVERED IN GOOD CONDITION AS DESCRIBED.  HOWEVER, THE DISK IS
 AG7342'DIFFICULT TO READ.
 AG7342
 AG7342                          STATION RECOVERY (2021)
 AG7342
 AG7342'RECOVERY NOTE BY MCKIM AND CREED 2021 (THC)
 AG7342'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7550 ***********************************************************************
 AG7550  DESIGNATION -  872 6384 G TIDAL
 AG7550  PID         -  AG7550
 AG7550  STATE/COUNTY-  FL/MANATEE
 AG7550  COUNTRY     -  US
 AG7550  USGS QUAD   -  COCKROACH BAY (2018)
 AG7550
 AG7550                         *CURRENT SURVEY CONTROL
 AG7550  ______________________________________________________________________
 AG7550* NAD 83(1986) POSITION- 27 38 13.     (N) 082 32 49.     (W)   SCALED
 AG7550* NAVD 88 ORTHO HEIGHT -     1.575 (meters)        5.17  (feet) ADJUSTED
 AG7550  ______________________________________________________________________
 AG7550  GEOID HEIGHT    -        -24.590 (meters)                     GEOID18
 AG7550  DYNAMIC HEIGHT  -          1.573 (meters)        5.16  (feet) COMP
 AG7550  MODELED GRAVITY -    979,154.6   (mgal)                       NAVD 88
 AG7550
 AG7550  VERT ORDER      -  SECOND    CLASS I
 AG7550
 AG7550.The horizontal coordinates were scaled from a map and have
 AG7550.an estimated accuracy of +/- 6 seconds.
 AG7550
 AG7550.The orthometric height was determined by differential leveling and
 AG7550.adjusted by the NATIONAL GEODETIC SURVEY
 AG7550.in June 1991.
 AG7550
 AG7550.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7550.GEOID18 height accuracy estimate available here.
 AG7550
 AG7550.Click photographs - Photos may exist for this station.
 AG7550
 AG7550.The dynamic height is computed by dividing the NAVD 88
 AG7550.geopotential number by the normal gravity value computed on the
 AG7550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7550.degrees latitude (g = 980.6199 gals.).
 AG7550
 AG7550.The modeled gravity was interpolated from observed gravity values.
 AG7550
 AG7550;                    North         East    Units  Estimated Accuracy
 AG7550;SPC FL W     -   366,100.      146,030.      MT  (+/- 180 meters Scaled)
 AG7550
 AG7550_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL473579(NAD 83)
 AG7550
 AG7550                          SUPERSEDED SURVEY CONTROL
 AG7550
 AG7550.No superseded survey control is available for this station.
 AG7550
 AG7550_MARKER: DJ = TIDAL STATION DISK
 AG7550_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7550+WITH SETTING: PAVEMENT
 AG7550_SP_SET: CONCRETE FLOOR
 AG7550_STAMPING: 6384 G 1982
 AG7550_MARK LOGO: NOS
 AG7550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7550+STABILITY: SURFACE MOTION
 AG7550
 AG7550  HISTORY     - Date     Condition        Report By
 AG7550  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7550  HISTORY     - 20081112 MARK NOT FOUND   FL-081
 AG7550
 AG7550                          STATION DESCRIPTION
 AG7550
 AG7550'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7550'9.70 MI SW FROM RUSKIN.
 AG7550'BEGIN AT THE HILLSBOROUGH-MANATEE COUNTY LINE ON U.S. HIGHWAY
 AG7550'41, GO 1.25 MILES SOUTHWEST ON U.S. 41 TO THE JUNCTION OF
 AG7550'PINEY POINT ROAD (ACROSS FROM AMAX PHOSPHATE INC.), GO 0.55
 AG7550'MILE NORTHWEST ON PINEY POINT ROAD TO THE JUNCTION OF REEDER
 AG7550'ROAD AND THE MARK.  THE MARK IS SET IN A 30-FOOT BY 30-FOOT
 AG7550'CONCRETE FLOOR FOR A FORMER BUILDING, 187.7 FEET SOUTH OF THE
 AG7550'CENTERLINE OF PINEY POINT ROAD, 106.0 FEET EAST OF THE CENTERLINE
 AG7550'OF REEDER ROAD, 14.75 FEET NORTH OF THE SOUTHWEST CORNER OF THE
 AG7550'FLOOR, AND 165.6 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 AG7550'THE OFFICE BUILDING FOR FLORIDA SHIP REPAIR.
 AG7550'THE MARK IS ABOVE LEVEL WITH REEDER ROAD.
 AG7550
 AG7550                          STATION RECOVERY (2008)
 AG7550
 AG7550'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG7550'WE WERE UNABLE TO LOCATE, NEWLY CONSTRUCTED ENTRY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9412 ***********************************************************************
 AG9412  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9412  DESIGNATION -  872 6384 H TIDAL
 AG9412  PID         -  AG9412
 AG9412  STATE/COUNTY-  FL/MANATEE
 AG9412  COUNTRY     -  US
 AG9412  USGS QUAD   -  COCKROACH BAY (2018)
 AG9412
 AG9412                         *CURRENT SURVEY CONTROL
 AG9412  ______________________________________________________________________
 AG9412* NAD 83(1986) POSITION- 27 38 07.     (N) 082 33 39.     (W)   SCALED
 AG9412* NAVD 88 ORTHO HEIGHT -     2.143 (meters)        7.03  (feet) ADJUSTED
 AG9412  ______________________________________________________________________
 AG9412  GEOID HEIGHT    -        -24.569 (meters)                     GEOID18
 AG9412  DYNAMIC HEIGHT  -          2.140 (meters)        7.02  (feet) COMP
 AG9412  MODELED GRAVITY -    979,154.9   (mgal)                       NAVD 88
 AG9412
 AG9412  VERT ORDER      -  SECOND    CLASS I
 AG9412
 AG9412.The horizontal coordinates were scaled from a map and have
 AG9412.an estimated accuracy of +/- 6 seconds.
 AG9412
 AG9412.The orthometric height was determined by differential leveling and
 AG9412.adjusted by the NATIONAL GEODETIC SURVEY
 AG9412.in March 1995.
 AG9412
 AG9412.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9412.GEOID18 height accuracy estimate available here.
 AG9412
 AG9412.This Tidal Bench Mark is designated as VM 16042
 AG9412.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9412
 AG9412.Click photographs - Photos may exist for this station.
 AG9412
 AG9412.The dynamic height is computed by dividing the NAVD 88
 AG9412.geopotential number by the normal gravity value computed on the
 AG9412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9412.degrees latitude (g = 980.6199 gals.).
 AG9412
 AG9412.The modeled gravity was interpolated from observed gravity values.
 AG9412
 AG9412;                    North         East    Units  Estimated Accuracy
 AG9412;SPC FL W     -   365,920.      144,650.      MT  (+/- 180 meters Scaled)
 AG9412
 AG9412_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL460577(NAD 83)
 AG9412
 AG9412                          SUPERSEDED SURVEY CONTROL
 AG9412
 AG9412.No superseded survey control is available for this station.
 AG9412
 AG9412_MARKER: DJ = TIDAL STATION DISK
 AG9412_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG9412_SP_SET: MASSIVE RETAINING WALL
 AG9412_STAMPING: 6384 H 1990
 AG9412_MARK LOGO: NOS
 AG9412_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9412_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9412_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9412+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9412
 AG9412  HISTORY     - Date     Condition        Report By
 AG9412  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9412  HISTORY     - 20081114 MARK NOT FOUND   FL-081
 AG9412
 AG9412                          STATION DESCRIPTION
 AG9412
 AG9412'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9412'THE MARK IS LOCATED NEAR PINEY POINT, MANATEE COUNTY FLORIDA,
 AG9412'APPROXIMATELY 8.0 MI (12.87 KM) SOUTHWEST OF THE TOWN OF RUSKIN IN
 AG9412'HILLSBROUGH COUNTY FLORIDA.  TO REACH THE MARK FROM THE INTERSECTION
 AG9412'OF U S HIGHWAY 41 AND PINEY POINT ROAD, GO WEST ON PINEY POINT ROAD
 AG9412'0.3 MI (0.48 KM) TO A PAVED ROAD (NO NAME) AND TURN APPROXIMATELY 45
 AG9412'DEGREES LEFT, GO SOUTHWEST ON THE PAVED ROAD (NO NAME) PAST THE GUARD
 AG9412'HOUSE FOR 0.6 MI (0.97 KM) , TURN LEFT (SOUTH) FOR 0.1 MI (0.16 KM)
 AG9412'TO THE NORTH EAST CORNER OF THE BASIN.  THE MARK IS LOCATED 476.0 FT
 AG9412'(145.09 M) WEST ALONG THE EDGE OF THE SEAWALL AT THE NORTH SIDE OF
 AG9412'THE BASIN, 166.6 FT (50.78 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AG9412'LARGE GRAY BUILDING, 122.0 FT (37.19 M) SOUTH OF A CHAIN LINK FENCE,
 AG9412'5.0 FT (1.52 M) NORTH OF THE SOUTH EDGE OF THE SEAWALL AND IN THE
 AG9412'CONCRETE FOOTER OF A MOORING BALLAST.
 AG9412
 AG9412                          STATION RECOVERY (2008)
 AG9412
 AG9412'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2008 (AG)
 AG9412'NO EVIDENCE OF ORIGINAL REFERENCE ITEMS REMAIN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1871 ***********************************************************************
 DL1871  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1871  DESIGNATION -  872 6384 K TIDAL
 DL1871  PID         -  DL1871
 DL1871  STATE/COUNTY-  FL/MANATEE
 DL1871  COUNTRY     -  US
 DL1871  USGS QUAD   -  COCKROACH BAY (2018)
 DL1871
 DL1871                         *CURRENT SURVEY CONTROL
 DL1871  ______________________________________________________________________
 DL1871* NAD 83(1986) POSITION- 27 38 06.4    (N) 082 33 30.4    (W)   HD_HELD2
 DL1871* NAVD 88 ORTHO HEIGHT -     2.205 (meters)        7.23  (feet) ADJUSTED
 DL1871  ______________________________________________________________________
 DL1871  GEOID HEIGHT    -        -24.572 (meters)                     GEOID18
 DL1871  DYNAMIC HEIGHT  -          2.202 (meters)        7.22  (feet) COMP
 DL1871  MODELED GRAVITY -    979,154.8   (mgal)                       NAVD 88
 DL1871
 DL1871  VERT ORDER      -  FIRST     CLASS II
 DL1871
 DL1871.The horizontal coordinates were established by autonomous hand held GPS
 DL1871.observations and have an estimated accuracy of +/- 10 meters.
 DL1871
 DL1871.The orthometric height was determined by differential leveling and
 DL1871.adjusted by the NATIONAL GEODETIC SURVEY
 DL1871.in July 2009.
 DL1871
 DL1871.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1871.GEOID18 height accuracy estimate available here.
 DL1871
 DL1871.This Tidal Bench Mark is designated as VM 19856
 DL1871.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1871
 DL1871.Click photographs - Photos may exist for this station.
 DL1871
 DL1871.The dynamic height is computed by dividing the NAVD 88
 DL1871.geopotential number by the normal gravity value computed on the
 DL1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1871.degrees latitude (g = 980.6199 gals.).
 DL1871
 DL1871.The modeled gravity was interpolated from observed gravity values.
 DL1871
 DL1871;                    North         East    Units  Estimated Accuracy
 DL1871;SPC FL W     -   365,900.      144,889.      MT  (+/- 10 meters HH2 GPS)
 DL1871
 DL1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4624557752(NAD 83)
 DL1871
 DL1871                          SUPERSEDED SURVEY CONTROL
 DL1871
 DL1871.No superseded survey control is available for this station.
 DL1871
 DL1871_MARKER: DD = SURVEY DISK
 DL1871_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL1871_SP_SET: SEAWALL
 DL1871_STAMPING: 6384 K 2007
 DL1871_MARK LOGO: FLDEP
 DL1871_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1871+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2007
 DL1871
 DL1871  HISTORY     - Date     Condition        Report By
 DL1871  HISTORY     - 20071107 MONUMENTED       FLDEP
 DL1871  HISTORY     - 20120808 GOOD             FL-081
 DL1871
 DL1871                          STATION DESCRIPTION
 DL1871
 DL1871'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1871'THE MARK IS ABOUT 1.0 MI (1.6 KM) WEST OF PINEY POINT, IN PORT
 DL1871'MANATEE, IN SECTION 1, TOWNSHIP 33 SOUTH, RANGE 17 EAST.
 DL1871'
 DL1871'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 275 (EXIT 2) AND
 DL1871'U.S. HIGHWAY 41 (TAMIAMI TRAIL) UNDERPASS IN RUBONIA, GO NORTHERLY ON
 DL1871'U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 3.35 MI (7.2 KM) TO THE JUNCTION
 DL1871'OF PINEY POINT ROAD ON THE LEFT, TURN LEFT ON PINEY POINT ROAD AND GO
 DL1871'NORTHWEST FOR 0.45 MI (0.7 KM) TO THE ENTRANCE TO THE ACCESS CONTROL
 DL1871'CENTER OF PORT MANATEE ON THE LEFT, AFTER OBTAINING PASSAGE FROM
 DL1871'CONTROL CENTER, CONTINUE THROUGH THE GATE GO WEST ON NORTH DOCK STREET
 DL1871'FOR 0.45 MI (0.7 KM) TO THE ENTRANCE DRIVE INTO THE PORTS BERTH 7 ON
 DL1871'THE LEFT, TURN LEFT AND GO SOUTHERLY FOR 0.05 MI (0.1 KM) TO THE MARK
 DL1871'ON THE RIGHT, SET FLUSH IN THE TOP OF THE CONCRETE SEAWALL IN THE
 DL1871'NORTHEAST CORNER OF THE BOAT BASIN.
 DL1871'
 DL1871'LOCATED ABOUT 468.0 FT (142.6 M) NORTHEAST OF A NOS TIDAL STATION DISK
 DL1871'STAMPED 6384 C 1976, 83.0 FT (25.3 M) EAST-NORTHEAST OF A FLDEP SURVEY
 DL1871'DISK STAMPED 6384 L 2007, 50.3 FT (15.3 M) SOUTHEAST OF THE FIRST
 DL1871'MOORING BOLLARD WEST OF THE NORTHEAST CORNER OF THE BOAT BASIN, 45.6
 DL1871'FT (13.9 M) NORTH OF THE FIRST MOORING BOLLARD SOUTH OF THE NORTHEAST
 DL1871'CORNER OF THE BOAT BASIN AND 42.4 FT (12.9 M) WEST-NORTHWEST OF THE
 DL1871'WEST FACE OF WAREHOUSE NUMBER TWO.
 DL1871
 DL1871                          STATION RECOVERY (2012)
 DL1871
 DL1871'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KW)
 DL1871'RECOVERED IN GOOD CONDITION AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1870 ***********************************************************************
 DL1870  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1870  DESIGNATION -  872 6384 L TIDAL
 DL1870  PID         -  DL1870
 DL1870  STATE/COUNTY-  FL/MANATEE
 DL1870  COUNTRY     -  US
 DL1870  USGS QUAD   -  COCKROACH BAY (2018)
 DL1870
 DL1870                         *CURRENT SURVEY CONTROL
 DL1870  ______________________________________________________________________
 DL1870* NAD 83(2011) POSITION- 27 38 06.36315(N) 082 33 31.39048(W)   ADJUSTED
 DL1870* NAD 83(2011) ELLIP HT-   -22.396 (meters)        (10/28/19)   ADJUSTED
 DL1870* NAD 83(2011) EPOCH   -  2010.00
 DL1870* NAVD 88 ORTHO HEIGHT -     2.189 (meters)        7.18  (feet) ADJUSTED
 DL1870  ______________________________________________________________________
 DL1870  GEOID HEIGHT    -        -24.572 (meters)                     GEOID18
 DL1870  NAD 83(2011) X  -    732,323.621 (meters)                     COMP
 DL1870  NAD 83(2011) Y  - -5,606,948.025 (meters)                     COMP
 DL1870  NAD 83(2011) Z  -  2,940,731.060 (meters)                     COMP
 DL1870  LAPLACE CORR    -         -1.60  (seconds)                    DEFLEC18
 DL1870  DYNAMIC HEIGHT  -          2.186 (meters)        7.17  (feet) COMP
 DL1870  MODELED GRAVITY -    979,154.8   (mgal)                       NAVD 88
 DL1870
 DL1870  VERT ORDER      -  FIRST     CLASS II
 DL1870
 DL1870  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL1870  Standards:
 DL1870         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL1870            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL1870  -------------------------------------------------------------------
 DL1870  NETWORK    0.37   0.76           0.16   0.14   0.39     -0.03190481
 DL1870  -------------------------------------------------------------------
 DL1870  Click here for local accuracies and other accuracy information.
 DL1870
 DL1870.The horizontal coordinates were established by GPS observations
 DL1870.and adjusted by the National Geodetic Survey in October 2019.
 DL1870
 DL1870.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL1870.been affixed to the stable North American tectonic plate. See 
 DL1870.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL1870
 DL1870.The horizontal coordinates are valid at the epoch date displayed above
 DL1870.which is a decimal equivalence of Year/Month/Day.
 DL1870
 DL1870.The orthometric height was determined by differential leveling and
 DL1870.adjusted by the NATIONAL GEODETIC SURVEY
 DL1870.in July 2009.
 DL1870
 DL1870.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1870.GEOID18 height accuracy estimate available here.
 DL1870
 DL1870.This Tidal Bench Mark is designated as VM 19857
 DL1870.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1870
 DL1870.Click photographs - Photos may exist for this station.
 DL1870
 DL1870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL1870
 DL1870.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL1870
 DL1870.The ellipsoidal height was determined by GPS observations
 DL1870.and is referenced to NAD 83.
 DL1870
 DL1870.The dynamic height is computed by dividing the NAVD 88
 DL1870.geopotential number by the normal gravity value computed on the
 DL1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1870.degrees latitude (g = 980.6199 gals.).
 DL1870
 DL1870.The modeled gravity was interpolated from observed gravity values.
 DL1870
 DL1870. The following values were computed from the NAD 83(2011) position.
 DL1870
 DL1870;                    North         East     Units Scale Factor Converg.
 DL1870;SPC FL W     -   365,899.215   144,862.029   MT  0.99997869   -0 15 33.0
 DL1870;SPC FL W     - 1,200,454.34    475,268.17   sFT  0.99997869   -0 15 33.0
 DL1870;UTM  17      - 3,057,752.106   346,218.721   MT  0.99989191   -0 43 23.3
 DL1870
 DL1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL1870!SPC FL W     -   1.00000352  x   0.99997869  =   0.99998221
 DL1870!UTM  17      -   1.00000352  x   0.99989191  =   0.99989543
 DL1870
 DL1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4621857752(NAD 83)
 DL1870
 DL1870                          SUPERSEDED SURVEY CONTROL
 DL1870
 DL1870.No superseded survey control is available for this station.
 DL1870
 DL1870_MARKER: DD = SURVEY DISK
 DL1870_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DL1870_SP_SET: SEAWALL
 DL1870_STAMPING: 6384 L 2007
 DL1870_MARK LOGO: FLDEP
 DL1870_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1870+SATELLITE: SATELLITE OBSERVATIONS - January 01, 2014
 DL1870
 DL1870  HISTORY     - Date     Condition        Report By
 DL1870  HISTORY     - 20071107 MONUMENTED       FLDEP
 DL1870  HISTORY     - 20120808 GOOD             FL-081
 DL1870  HISTORY     - 20140101 GOOD             FLDEP
 DL1870
 DL1870                          STATION DESCRIPTION
 DL1870
 DL1870'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1870'THE MARK IS ABOUT 1.0 MI (1.6 KM) WEST OF PINEY POINT, IN PORT
 DL1870'MANATEE, IN SECTION 1, TOWNSHIP 33 SOUTH, RANGE 17 EAST.
 DL1870'
 DL1870'TO REACH THE MARK FROM THE INTERSECTION OF INTERSTATE 275 (EXIT 2) AND
 DL1870'U.S. HIGHWAY 41 (TAMIAMI TRAIL) UNDERPASS IN RUBONIA, GO NORTHERLY ON
 DL1870'U.S. HIGHWAY 41 (TAMIAMI TRAIL) FOR 3.35 MI (7.2 KM) TO THE JUNCTION
 DL1870'OF PINEY POINT ROAD ON THE LEFT, TURN LEFT ON PINEY POINT ROAD AND GO
 DL1870'NORTHWEST FOR 0.45 MI (0.7 KM) TO THE ENTRANCE TO THE ACCESS CONTROL
 DL1870'CENTER OF PORT MANATEE ON THE LEFT, AFTER OBTAINING PASSAGE FROM
 DL1870'CONTROL CENTER, CONTINUE THROUGH THE GATE AND GO WEST ON NORTH DOCK
 DL1870'STREET FOR 0.45 MI (0.7 KM) TO THE ENTRANCE DRIVE INTO THE PORTS BERTH
 DL1870'7 ON THE LEFT, TURN LEFT AND GO SOUTHERLY FOR 0.05 MI (0.1 KM) TO THE
 DL1870'MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE CONCRETE SEAWALL JUST
 DL1870'WEST OF THE NORTHEAST CORNER OF THE BOAT BASIN.
 DL1870'
 DL1870'LOCATED 83.0 FT (25.3 M) WEST-SOUTHWEST OF A FLDEP SURVEY DISK STAMPED
 DL1870'6384 K 2007, 76.4 FT (23.3 M) SOUTH OF THE SOUTHEAST CORNER OF A LARGE
 DL1870'GRAY METAL BUILDING, 71.6 FT (21.8 M) EAST-NORTHEAST OF THE SECOND
 DL1870'MOORING BOLLARD WEST OF THE NORTHEAST CORNER OF THE BOAT BASIN, 31.4
 DL1870'FT (21.8 M) WEST-SOUTHWEST OF THE FIRST MOORING BOLLARD WEST OF THE
 DL1870'NORTHEAST CORNER OF THE BOAT BASIN AND ABOUT 2.0 FT (0.6 M) NORTH OF
 DL1870'THE SOUTH EDGE OF THE SEAWALL.
 DL1870
 DL1870                          STATION RECOVERY (2012)
 DL1870
 DL1870'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2012 (KW)
 DL1870'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DL1870
 DL1870                          STATION RECOVERY (2014)
 DL1870
 DL1870'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (DBP)
 DL1870'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0291 ***********************************************************************
 AG0291  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0291  DESIGNATION -  872 6385 A TIDAL
 AG0291  PID         -  AG0291
 AG0291  STATE/COUNTY-  FL/PINELLAS
 AG0291  COUNTRY     -  US
 AG0291  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0291
 AG0291                         *CURRENT SURVEY CONTROL
 AG0291  ______________________________________________________________________
 AG0291* NAD 83(1986) POSITION- 27 38 49.14   (N) 082 42 59.25   (W)   HD_HELD1
 AG0291* NAVD 88 ORTHO HEIGHT -     1.230 (meters)        4.04  (feet) ADJUSTED
 AG0291  ______________________________________________________________________
 AG0291  GEOID HEIGHT    -        -24.366 (meters)                     GEOID18
 AG0291  DYNAMIC HEIGHT  -          1.228 (meters)        4.03  (feet) COMP
 AG0291  MODELED GRAVITY -    979,162.2   (mgal)                       NAVD 88
 AG0291
 AG0291  VERT ORDER      -  SECOND    CLASS I
 AG0291
 AG0291.The horizontal coordinates were determined by differentially corrected
 AG0291.hand held GPS observations or other comparable positioning techniques
 AG0291.and have an estimated accuracy of +/- 3 meters.
 AG0291
 AG0291.The orthometric height was determined by differential leveling and
 AG0291.adjusted by the NATIONAL GEODETIC SURVEY
 AG0291.in December 2023.
 AG0291
 AG0291.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0291.GEOID18 height accuracy estimate available here.
 AG0291
 AG0291.This Tidal Bench Mark is designated as VM 12111
 AG0291.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0291
 AG0291.Click photographs - Photos may exist for this station.
 AG0291
 AG0291.The dynamic height is computed by dividing the NAVD 88
 AG0291.geopotential number by the normal gravity value computed on the
 AG0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0291.degrees latitude (g = 980.6199 gals.).
 AG0291
 AG0291.The modeled gravity was interpolated from observed gravity values.
 AG0291
 AG0291;                    North         East    Units  Estimated Accuracy
 AG0291;SPC FL W     -   367,296.3     129,302.6     MT  (+/- 3 meters HH1 GPS) 
 AG0291
 AG0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3067259275(NAD 83)
 AG0291
 AG0291                          SUPERSEDED SURVEY CONTROL
 AG0291
 AG0291  NAVD 88 (06/15/91)    1.265  (m)            4.15   (f) SUPERSEDED  2 1
 AG0291  NGVD 29 (??/??/92)    1.555  (m)            5.10   (f) ADJ UNCH    2 1
 AG0291
 AG0291.Superseded values are not recommended for survey control.
 AG0291
 AG0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0291.See file dsdata.pdf to determine how the superseded data were derived.
 AG0291
 AG0291_MARKER: DD = SURVEY DISK
 AG0291_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0291_SP_SET: SEAWALL
 AG0291_STAMPING: 6385 A 1976
 AG0291_MARK LOGO: NOS
 AG0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0291+STABILITY: SURFACE MOTION
 AG0291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0291+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2023
 AG0291
 AG0291  HISTORY     - Date     Condition        Report By
 AG0291  HISTORY     - 1976     MONUMENTED       NGS
 AG0291  HISTORY     - 1982     GOOD             FLDNR
 AG0291  HISTORY     - 1990     GOOD             USPSQD
 AG0291  HISTORY     - 19940214 GOOD             USPSQD
 AG0291  HISTORY     - 19971002 POOR             USPSQD
 AG0291  HISTORY     - 20000130 GOOD             USPSQD
 AG0291  HISTORY     - 20050215 GOOD             USPSQD
 AG0291  HISTORY     - 20180310 GOOD             USACE
 AG0291  HISTORY     - 20230213 GOOD             FLDEP
 AG0291
 AG0291                          STATION DESCRIPTION
 AG0291
 AG0291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0291'IN ST PETERSBURG.
 AG0291'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0291'ALT. HWY. 19A (PINELLAS BAYWAY, SR 682).  RUN WESTERLY ON PINELLAS
 AG0291'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF SR 693 (PAVED SIDE ROAD
 AG0291'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON SR 693 AND RUN
 AG0291'SOUTHERLY FOR 5.05 MILES.  STATION ON RIGHT, 410 FT. WEST OF THE
 AG0291'CENTERLINE OF SR 693, LOCATED IN THE NORTH CORNER OF FORT DESOTO PARK
 AG0291'BOAT RAMPS, 0.5 FT. S.W. OF THE EAST END OF THE CONCRETE WINGWALL, 0.5
 AG0291'FT. EAST OF THE WEST END OF THE CONCRETE SEAWALL, 0.5 FT. NORTH OF THE
 AG0291'NORTH END OF A CONCRETE CURB.  SET IN TOP OF CONCRETE SEAWALL.
 AG0291
 AG0291                          STATION RECOVERY (1982)
 AG0291
 AG0291'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0291'2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND THE
 AG0291'INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST.PETERSBURG, THENCE
 AG0291'3.6 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET), THENCE 2.3 MILES
 AG0291'WEST ALONG PINELLAS BAYWAY, THENCE 4.8 MILES SOUTH ALONG PINELLAS
 AG0291'BAYWAY, AT FORT DESOTO PARK BOAT LAUNCHING ON MADELINE KEY ON THE
 AG0291'SOUTH SHORE OF BUNCES PASS, SET IN THE EASTERN HEADWALL OF THE BOAT
 AG0291'LAUNCHING RAMP WHERE THE WALL MAKES A RIGHT ANGLE TO THE NORTH AND
 AG0291'EAST, AND 0.6 INCH EAST OF THE WEST EDGE AND ALONG THE EASTERN EDGE OF
 AG0291'RAMP.
 AG0291
 AG0291                          STATION RECOVERY (1990)
 AG0291
 AG0291'RECOVERY NOTE BY US POWER SQUADRON 1990 (ACD)
 AG0291'RECOVERED IN GOOD CONDITION.
 AG0291
 AG0291                          STATION RECOVERY (1994)
 AG0291
 AG0291'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG0291'RECOVERED IN GOOD CONDITION.
 AG0291
 AG0291                          STATION RECOVERY (1997)
 AG0291
 AG0291'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0291'MARK RECOVERED IN POOR CONDITION.
 AG0291
 AG0291                          STATION RECOVERY (2000)
 AG0291
 AG0291'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0291'RECOVERED IN GOOD CONDITION.
 AG0291
 AG0291                          STATION RECOVERY (2005)
 AG0291
 AG0291'RECOVERY NOTE BY US POWER SQUADRON 2005 (RS)
 AG0291'RECOVERED IN GOOD CONDITION.
 AG0291
 AG0291                          STATION RECOVERY (2018)
 AG0291
 AG0291'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2018 (AK)
 AG0291'RECOVERED IN GOOD CONDITION.
 AG0291
 AG0291                          STATION RECOVERY (2023)
 AG0291
 AG0291'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 AG0291'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0292 ***********************************************************************
 AG0292  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0292  DESIGNATION -  872 6385 B TIDAL
 AG0292  PID         -  AG0292
 AG0292  STATE/COUNTY-  FL/PINELLAS
 AG0292  COUNTRY     -  US
 AG0292  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0292
 AG0292                         *CURRENT SURVEY CONTROL
 AG0292  ______________________________________________________________________
 AG0292* NAD 83(1986) POSITION- 27 38 50.62   (N) 082 42 56.72   (W)   HD_HELD1
 AG0292* NAVD 88 ORTHO HEIGHT -     1.266 (meters)        4.15  (feet) ADJUSTED
 AG0292  ______________________________________________________________________
 AG0292  GEOID HEIGHT    -        -24.367 (meters)                     GEOID18
 AG0292  DYNAMIC HEIGHT  -          1.264 (meters)        4.15  (feet) COMP
 AG0292  MODELED GRAVITY -    979,162.3   (mgal)                       NAVD 88
 AG0292
 AG0292  VERT ORDER      -  SECOND    CLASS I
 AG0292
 AG0292.The horizontal coordinates were determined by differentially corrected
 AG0292.hand held GPS observations or other comparable positioning techniques
 AG0292.and have an estimated accuracy of +/- 3 meters.
 AG0292
 AG0292.The orthometric height was determined by differential leveling and
 AG0292.adjusted by the NATIONAL GEODETIC SURVEY
 AG0292.in June 1991.
 AG0292
 AG0292.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0292.GEOID18 height accuracy estimate available here.
 AG0292
 AG0292.This Tidal Bench Mark is designated as VM 12112
 AG0292.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0292
 AG0292.Click photographs - Photos may exist for this station.
 AG0292
 AG0292.The dynamic height is computed by dividing the NAVD 88
 AG0292.geopotential number by the normal gravity value computed on the
 AG0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0292.degrees latitude (g = 980.6199 gals.).
 AG0292
 AG0292.The modeled gravity was interpolated from observed gravity values.
 AG0292
 AG0292;                    North         East    Units  Estimated Accuracy
 AG0292;SPC FL W     -   367,341.4     129,372.2     MT  (+/- 3 meters HH1 GPS) 
 AG0292
 AG0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3074259319(NAD 83)
 AG0292
 AG0292                          SUPERSEDED SURVEY CONTROL
 AG0292
 AG0292  NGVD 29 (??/??/92)    1.556  (m)            5.11   (f) ADJ UNCH    2 1
 AG0292
 AG0292.Superseded values are not recommended for survey control.
 AG0292
 AG0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0292.See file dsdata.pdf to determine how the superseded data were derived.
 AG0292
 AG0292_MARKER: DD = SURVEY DISK
 AG0292_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0292_SP_SET: SEAWALL
 AG0292_STAMPING: 6385 B 1976
 AG0292_MARK LOGO: NOS
 AG0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0292+STABILITY: SURFACE MOTION
 AG0292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0292+SATELLITE: SATELLITE OBSERVATIONS - February 13, 2023
 AG0292
 AG0292  HISTORY     - Date     Condition        Report By
 AG0292  HISTORY     - 1976     MONUMENTED       NGS
 AG0292  HISTORY     - 1982     GOOD             FLDNR
 AG0292  HISTORY     - 1990     GOOD             USPSQD
 AG0292  HISTORY     - 19940214 GOOD             USPSQD
 AG0292  HISTORY     - 19971002 GOOD             USPSQD
 AG0292  HISTORY     - 20000130 GOOD             USPSQD
 AG0292  HISTORY     - 20050215 GOOD             USPSQD
 AG0292  HISTORY     - 20230213 GOOD             FLDEP
 AG0292
 AG0292                          STATION DESCRIPTION
 AG0292
 AG0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0292'IN ST PETERSBURG.
 AG0292'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0292'ALT. HWY. 19A (PINELLAS BAYWAY, S.R. 682).  RUN WESTERLY ON PINELLAS
 AG0292'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF S.R. 693 (PAVE SIDE ROAD
 AG0292'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON S.R. 693 AND RUN
 AG0292'SOUTHERLY FOR 5.05 MILES.  STATION ON RIGHT 200 FT. WEST OF THE
 AG0292'CENTERLINE OF S.R. 693, 291 FT. S.W. OF THE S.W. CORNER OF THE BRIDGE
 AG0292'210 FT EAST OF THE BACK OF CONCRETE CURB OF PARKING AREA BOAT RAMPS,
 AG0292'6.4 FT. SOUTH OF THE N.E. CORNER OF THE CONCRETE SEAWALL.  SET IN THE
 AG0292'TOP OF THE CONCRETE SEAWALL.
 AG0292
 AG0292                          STATION RECOVERY (1982)
 AG0292
 AG0292'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0292'2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND THE
 AG0292'INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST.PETERSBURG, THENCE
 AG0292'3.6 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET), THENCE 2.3 MILES
 AG0292'WEST ALONG PINELLAS BAYWAY, THENCE 4.8 MILES SOUTH ALONG PINELLAS
 AG0292'BAYWAY, AT FORT DESOTO PARK BOAT LAUNCHING ON MADELINE KEY ON THE
 AG0292'SOUTH SHORE OF BUNCES PASS, SET IN THE TOP OF THE SEAWALL TO THE
 AG0292'EAST OF THE RAMP AREA, 276 FEET EAST ALONG THE SEAWALL FRO
 AG0292'872 6385 A TIDAL, AND AT THE EASTERN EDGE OF THE SEAWALL.
 AG0292
 AG0292                          STATION RECOVERY (1990)
 AG0292
 AG0292'RECOVERY NOTE BY US POWER SQUADRON 1990 (ACD)
 AG0292'RECOVERED IN GOOD CONDITION.
 AG0292
 AG0292                          STATION RECOVERY (1994)
 AG0292
 AG0292'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG0292'RECOVERED IN GOOD CONDITION.
 AG0292
 AG0292                          STATION RECOVERY (1997)
 AG0292
 AG0292'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0292'RECOVERED IN GOOD CONDITION.
 AG0292
 AG0292                          STATION RECOVERY (2000)
 AG0292
 AG0292'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0292'RECOVERED IN GOOD CONDITION.
 AG0292
 AG0292                          STATION RECOVERY (2005)
 AG0292
 AG0292'RECOVERY NOTE BY US POWER SQUADRON 2005 (RS)
 AG0292'RECOVERED IN GOOD CONDITION.
 AG0292
 AG0292                          STATION RECOVERY (2023)
 AG0292
 AG0292'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 AG0292'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0293 ***********************************************************************
 AG0293  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0293  DESIGNATION -  872 6385 C TIDAL
 AG0293  PID         -  AG0293
 AG0293  STATE/COUNTY-  FL/PINELLAS
 AG0293  COUNTRY     -  US
 AG0293  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0293
 AG0293                         *CURRENT SURVEY CONTROL
 AG0293  ______________________________________________________________________
 AG0293* NAD 83(1986) POSITION- 27 38 52.77   (N) 082 42 56.33   (W)   HD_HELD1
 AG0293* NAVD 88 ORTHO HEIGHT -     0.861 (meters)        2.82  (feet) ADJUSTED
 AG0293  ______________________________________________________________________
 AG0293  GEOID HEIGHT    -        -24.367 (meters)                     GEOID18
 AG0293  DYNAMIC HEIGHT  -          0.860 (meters)        2.82  (feet) COMP
 AG0293  MODELED GRAVITY -    979,162.3   (mgal)                       NAVD 88
 AG0293
 AG0293  VERT ORDER      -  SECOND    CLASS I
 AG0293
 AG0293.The horizontal coordinates were determined by differentially corrected
 AG0293.hand held GPS observations or other comparable positioning techniques
 AG0293.and have an estimated accuracy of +/- 3 meters.
 AG0293
 AG0293.The orthometric height was determined by differential leveling and
 AG0293.adjusted by the NATIONAL GEODETIC SURVEY
 AG0293.in June 1991.
 AG0293
 AG0293.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0293.GEOID18 height accuracy estimate available here.
 AG0293
 AG0293.This Tidal Bench Mark is designated as VM 12113
 AG0293.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0293
 AG0293.Click photographs - Photos may exist for this station.
 AG0293
 AG0293.The dynamic height is computed by dividing the NAVD 88
 AG0293.geopotential number by the normal gravity value computed on the
 AG0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0293.degrees latitude (g = 980.6199 gals.).
 AG0293
 AG0293.The modeled gravity was interpolated from observed gravity values.
 AG0293
 AG0293;                    North         East    Units  Estimated Accuracy
 AG0293;SPC FL W     -   367,407.6     129,383.3     MT  (+/- 3 meters HH1 GPS) 
 AG0293
 AG0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3075359385(NAD 83)
 AG0293
 AG0293                          SUPERSEDED SURVEY CONTROL
 AG0293
 AG0293  NGVD 29 (??/??/92)    1.151  (m)            3.78   (f) ADJ UNCH    2 1
 AG0293
 AG0293.Superseded values are not recommended for survey control.
 AG0293
 AG0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0293.See file dsdata.pdf to determine how the superseded data were derived.
 AG0293
 AG0293_MARKER: DJ = TIDAL STATION DISK
 AG0293_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0293_SP_SET: SEAWALL
 AG0293_STAMPING: 6385 C 1976
 AG0293_MARK LOGO: NOS
 AG0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0293+STABILITY: SURFACE MOTION
 AG0293
 AG0293  HISTORY     - Date     Condition        Report By
 AG0293  HISTORY     - 1976     MONUMENTED       NGS
 AG0293  HISTORY     - 1982     GOOD             FLDNR
 AG0293  HISTORY     - 1990     GOOD             USPSQD
 AG0293  HISTORY     - 19940214 GOOD             USPSQD
 AG0293  HISTORY     - 19971002 GOOD             USPSQD
 AG0293  HISTORY     - 20000130 GOOD             USPSQD
 AG0293  HISTORY     - 20050215 POOR             USPSQD
 AG0293  HISTORY     - 20230213 MARK NOT FOUND   FLDEP
 AG0293
 AG0293                          STATION DESCRIPTION
 AG0293
 AG0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0293'IN ST PETERSBURG.
 AG0293'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HWY. 19 AND U.S.
 AG0293'ALT. HWY. 19A (PINELLAS BAYWAY, SR 682).  RUN WESTERLY ON PINELLAS
 AG0293'BAYWAY FOR 2.3 MILES TO THE INTERSECTION OF SR 693 (PAVED SIDE ROAD
 AG0293'LEADING SOUTH TO FORT DESOTO PARK).  TURN LEFT ON SR 693 AND RUN
 AG0293'SOUTHERLY FOR 5.05 MILES.  STATION ON RIGHT 73.7 FT. WEST OF THE
 AG0293'CENTERLINE OF THE SOUTH END OF BRIDGE, 74.5 FT. NORTH OF THE SOUTH END
 AG0293'OF A CONCRETE SEAWALL, 57.7 FT. N.W. OF A POWER POLE (NUMBER X-958).
 AG0293'SET IN TOP OF A CONCRETE SEAWALL.
 AG0293
 AG0293                          STATION RECOVERY (1982)
 AG0293
 AG0293'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0293'2.5 MILES WEST ALONG 1ST AVENUE N FROM THE POST OFFICE AND THE
 AG0293'INTERSECTION OF 1ST AVENUE N AND 4TH STREET AT ST.PETERSBURG, THENCE
 AG0293'3.6 MILES SOUTH ALONG U.S. HIGHWAY 19 (34TH STREET), THENCE 2.3 MILES
 AG0293'WEST ALONG PINELLAS BAYWAY, THENCE 4.8 MILES SOUTH ALONG PINELLAS
 AG0293'BAYWAY, AT THE SOUTH SIDE OF A LONG CONCRETE HIGHWAY BRIDGE, 59.2 FEET
 AG0293'NORTHWEST OF THE SOUTH END OF THE BRIDGE, 47.2 FEET NORTH OF THE SOUTH
 AG0293'END OF A SEAWALL, AND SET IN THE SEAWALL.
 AG0293
 AG0293                          STATION RECOVERY (1990)
 AG0293
 AG0293'RECOVERY NOTE BY US POWER SQUADRON 1990 (ACD)
 AG0293'RECOVERED IN GOOD CONDITION.
 AG0293
 AG0293                          STATION RECOVERY (1994)
 AG0293
 AG0293'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG0293'RECOVERED IN GOOD CONDITION.
 AG0293
 AG0293                          STATION RECOVERY (1997)
 AG0293
 AG0293'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0293'RECOVERED IN GOOD CONDITION.
 AG0293
 AG0293                          STATION RECOVERY (2000)
 AG0293
 AG0293'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0293'RECOVERED IN GOOD CONDITION.
 AG0293
 AG0293                          STATION RECOVERY (2005)
 AG0293
 AG0293'RECOVERY NOTE BY US POWER SQUADRON 2005 (RS)
 AG0293'MARK RECOVERED IN POOR CONDITION.
 AG0293
 AG0293                          STATION RECOVERY (2023)
 AG0293
 AG0293'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 AG0293'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9222 ***********************************************************************
 DR9222  DESIGNATION -  872 6385 D
 DR9222  PID         -  DR9222
 DR9222  STATE/COUNTY-  FL/PINELLAS
 DR9222  COUNTRY     -  US
 DR9222  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 DR9222
 DR9222                         *CURRENT SURVEY CONTROL
 DR9222  ______________________________________________________________________
 DR9222* NAD 83(1986) POSITION- 27 38 44.71   (N) 082 42 53.86   (W)   HD_HELD1
 DR9222* NAVD 88 ORTHO HEIGHT -     1.326 (meters)        4.35  (feet) ADJUSTED
 DR9222  ______________________________________________________________________
 DR9222  GEOID HEIGHT    -        -24.368 (meters)                     GEOID18
 DR9222  DYNAMIC HEIGHT  -          1.324 (meters)        4.34  (feet) COMP
 DR9222  MODELED GRAVITY -    979,162.2   (mgal)                       NAVD 88
 DR9222
 DR9222  VERT ORDER      -  SECOND    CLASS I
 DR9222
 DR9222.The horizontal coordinates were determined by differentially corrected
 DR9222.hand held GPS observations or other comparable positioning techniques
 DR9222.and have an estimated accuracy of +/- 3 meters.
 DR9222
 DR9222.The orthometric height was determined by differential leveling and
 DR9222.adjusted by the NATIONAL GEODETIC SURVEY
 DR9222.in December 2023.
 DR9222
 DR9222.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9222.GEOID18 height accuracy estimate available here.
 DR9222
 DR9222.Click photographs - Photos may exist for this station.
 DR9222
 DR9222.The dynamic height is computed by dividing the NAVD 88
 DR9222.geopotential number by the normal gravity value computed on the
 DR9222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9222.degrees latitude (g = 980.6199 gals.).
 DR9222
 DR9222.The modeled gravity was interpolated from observed gravity values.
 DR9222
 DR9222;                    North         East    Units  Estimated Accuracy
 DR9222;SPC FL W     -   367,159.1     129,449.6     MT  (+/- 3 meters HH1 GPS) 
 DR9222
 DR9222_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3081859136(NAD 83)
 DR9222
 DR9222                          SUPERSEDED SURVEY CONTROL
 DR9222
 DR9222.No superseded survey control is available for this station.
 DR9222
 DR9222_MARKER: F = FLANGE-ENCASED ROD
 DR9222_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9222_STAMPING: 6385 D 2023
 DR9222_MARK LOGO: FLDEP
 DR9222_PROJECTION: RECESSED 10 CENTIMETERS
 DR9222_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9222+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2023
 DR9222_ROD/PIPE-DEPTH: 11.6 meters
 DR9222
 DR9222  HISTORY     - Date     Condition        Report By
 DR9222  HISTORY     - 20230131 MONUMENTED       FLDEP
 DR9222
 DR9222                          STATION DESCRIPTION
 DR9222
 DR9222'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9222'THE MARK IS ABOUT 12.2 MI (19.6 KM) NORTHWEST OF PALMETTO, 8.9 MI
 DR9222'(14.3 KM) SOUTH-SOUTHWEST OF SAINT PETERSBURG, 8.0 MI (12.9 KM) NORTH
 DR9222'OF ANNA MARIA, IN SECTION 5, TOWNSHIP 33 SOUTH, RANGE 16 EAST.
 DR9222'
 DR9222'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 682 (PINELLAS
 DR9222'BAYWAY) AND COUNTY ROAD 679 (PINELLAS BAYWAY) SOUTH IN ST.PETERSBURG
 DR9222'BEACH, GO SOUTH ON COUNTY ROAD 679 (PINELLAS BAYWAY SOUTH) FOR 4.9 MI
 DR9222'(7.9 KM) TO THE SOUTH END OF COUNTY ROAD 679 (PINELLAS BAYWAY SOUTH)
 DR9222'BUNCESS BRIDGE AT MULLET KEY BAYOU.  CONTINUE SOUTH ON COUNTY ROAD 679
 DR9222'(PINELLAS BAYWAY SOUTH) FOR 0.1 MI (0.2 KM) TO THE SOUTHWEST END OF
 DR9222'THE BRIDGES METAL GUARD RAIL AND THE MARK ON THE RIGHT, A STAINLESS
 DR9222'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 37.9 FT (11.6 M) WITH A
 DR9222'(FLDEP) LOGO CAP RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND
 DR9222'AND 2.0 FT (0.6 M) BELOW THE LEVEL OF COUNTY ROAD 679 (PINELLAS BAYWAY
 DR9222'SOUTH), THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF
 DR9222'THE (FLDEP) LOGO CAP.
 DR9222'
 DR9222'LOCATED 50.7 FT (15.5 M) EAST-NORTHEAST OF THE SOUTHEAST END OF A
 DR9222'METAL GUARD RAIL ALONG A BIKE TRAIL, 29.4 FT (9.0 M) WEST OF THE
 DR9222'APPROXIMATE CENTERLINE OF COUNTY ROAD 679 (PINELLAS BAYWAY SOUTH), 8.3
 DR9222'FT (2.5 M) SOUTH OF THE NORTHEAST END OF A METAL GUARD RAIL ALONG A
 DR9222'BIKE TRAIL AND 4.0 FT (1.2 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DR9222'
 DR9222'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9222'
 DR9222'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9222'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7464 ***********************************************************************
 AG7464  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7464  DESIGNATION -  872 6385 E TIDAL
 AG7464  PID         -  AG7464
 AG7464  STATE/COUNTY-  FL/PINELLAS
 AG7464  COUNTRY     -  US
 AG7464  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7464
 AG7464                         *CURRENT SURVEY CONTROL
 AG7464  ______________________________________________________________________
 AG7464* NAD 83(1986) POSITION- 27 38 51.     (N) 082 42 54.     (W)   SCALED
 AG7464* NAVD 88 ORTHO HEIGHT -     1.128 (meters)        3.70  (feet) ADJUSTED
 AG7464  ______________________________________________________________________
 AG7464  GEOID HEIGHT    -        -24.368 (meters)                     GEOID18
 AG7464  DYNAMIC HEIGHT  -          1.126 (meters)        3.69  (feet) COMP
 AG7464  MODELED GRAVITY -    979,162.4   (mgal)                       NAVD 88
 AG7464
 AG7464  VERT ORDER      -  SECOND    CLASS I
 AG7464
 AG7464.The horizontal coordinates were scaled from a map and have
 AG7464.an estimated accuracy of +/- 6 seconds.
 AG7464
 AG7464.The orthometric height was determined by differential leveling and
 AG7464.adjusted by the NATIONAL GEODETIC SURVEY
 AG7464.in June 1991.
 AG7464
 AG7464.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7464.GEOID18 height accuracy estimate available here.
 AG7464
 AG7464.This Tidal Bench Mark is designated as VM 12114
 AG7464.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7464
 AG7464.Click photographs - Photos may exist for this station.
 AG7464
 AG7464.The dynamic height is computed by dividing the NAVD 88
 AG7464.geopotential number by the normal gravity value computed on the
 AG7464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7464.degrees latitude (g = 980.6199 gals.).
 AG7464
 AG7464.The modeled gravity was interpolated from observed gravity values.
 AG7464
 AG7464;                    North         East    Units  Estimated Accuracy
 AG7464;SPC FL W     -   367,350.      129,450.      MT  (+/- 180 meters Scaled)
 AG7464
 AG7464_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL308593(NAD 83)
 AG7464
 AG7464                          SUPERSEDED SURVEY CONTROL
 AG7464
 AG7464  NGVD 29 (??/??/92)    1.418  (m)            4.65   (f) ADJ UNCH    2 1
 AG7464
 AG7464.Superseded values are not recommended for survey control.
 AG7464
 AG7464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7464.See file dsdata.pdf to determine how the superseded data were derived.
 AG7464
 AG7464_MARKER: DD = SURVEY DISK
 AG7464_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7464_STAMPING: 6385 E 1976
 AG7464_MARK LOGO: NOS
 AG7464_PROJECTION: FLUSH
 AG7464_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7464_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7464_ROD/PIPE-DEPTH: 9.75 meters
 AG7464
 AG7464  HISTORY     - Date     Condition        Report By
 AG7464  HISTORY     - 1976     MONUMENTED       NOS
 AG7464  HISTORY     - 1982     GOOD             FLDNR
 AG7464  HISTORY     - 19910426 GOOD             USPSQD
 AG7464  HISTORY     - 19940214 GOOD             USPSQD
 AG7464  HISTORY     - 19971002 GOOD             USPSQD
 AG7464  HISTORY     - 20000202 GOOD             USPSQD
 AG7464  HISTORY     - 20050215 MARK NOT FOUND   USPSQD
 AG7464
 AG7464                          STATION DESCRIPTION
 AG7464
 AG7464'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7464'13.3 MI SW FROM ST PETERSBURG.
 AG7464'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 (34TH STREET) AND 1ST
 AG7464'AVENUE NORTH IN ST. PETERSBURG, GO 3.6 MILES SOUTH ON U.S. 19 TO
 AG7464'THE INTERSECTION OF STATE ROAD 682, GO 2.3 MILES WEST ON STATE ROAD
 AG7464'682 TO THE JUNCTION OF STATE ROAD 693, GO 4.9 MILES SOUTH ON STATE
 AG7464'ROAD 693 TO THE MARK.  THE MARK IS NEAR THE THIRD POWER POLE SOUTH
 AG7464'OF THE BRIDGE OVER BUNCES PASS, 2 FEET EAST OF THE POLE, 42 FEET
 AG7464'WEST OF THE CENTERLINE OF THE HIGHWAY, AND 35 FEET EAST OF THE TREE
 AG7464'LINE.
 AG7464
 AG7464                          STATION RECOVERY (1991)
 AG7464
 AG7464'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG7464'RECOVERED IN GOOD CONDITION.
 AG7464
 AG7464                          STATION RECOVERY (1994)
 AG7464
 AG7464'RECOVERY NOTE BY US POWER SQUADRON 1994
 AG7464'RECOVERED IN GOOD CONDITION.
 AG7464
 AG7464                          STATION RECOVERY (1997)
 AG7464
 AG7464'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7464'RECOVERED IN GOOD CONDITION.
 AG7464
 AG7464                          STATION RECOVERY (2000)
 AG7464
 AG7464'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7464'RECOVERED IN GOOD CONDITION.
 AG7464
 AG7464                          STATION RECOVERY (2005)
 AG7464
 AG7464'RECOVERY NOTE BY US POWER SQUADRON 2005 (RS)
 AG7464'NEW BRIDGE AND SITE CONTOURS, MARKER GONE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9221 ***********************************************************************
 DR9221  DESIGNATION -  872 6385 F
 DR9221  PID         -  DR9221
 DR9221  STATE/COUNTY-  FL/PINELLAS
 DR9221  COUNTRY     -  US
 DR9221  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 DR9221
 DR9221                         *CURRENT SURVEY CONTROL
 DR9221  ______________________________________________________________________
 DR9221* NAD 83(1986) POSITION- 27 38 18.45   (N) 082 43 00.76   (W)   HD_HELD1
 DR9221* NAVD 88 ORTHO HEIGHT -     1.171 (meters)        3.84  (feet) ADJUSTED
 DR9221  ______________________________________________________________________
 DR9221  GEOID HEIGHT    -        -24.366 (meters)                     GEOID18
 DR9221  DYNAMIC HEIGHT  -          1.169 (meters)        3.84  (feet) COMP
 DR9221  MODELED GRAVITY -    979,161.3   (mgal)                       NAVD 88
 DR9221
 DR9221  VERT ORDER      -  SECOND    CLASS I
 DR9221
 DR9221.The horizontal coordinates were determined by differentially corrected
 DR9221.hand held GPS observations or other comparable positioning techniques
 DR9221.and have an estimated accuracy of +/- 3 meters.
 DR9221
 DR9221.The orthometric height was determined by differential leveling and
 DR9221.adjusted by the NATIONAL GEODETIC SURVEY
 DR9221.in December 2023.
 DR9221
 DR9221.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9221.GEOID18 height accuracy estimate available here.
 DR9221
 DR9221.Click photographs - Photos may exist for this station.
 DR9221
 DR9221.The dynamic height is computed by dividing the NAVD 88
 DR9221.geopotential number by the normal gravity value computed on the
 DR9221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9221.degrees latitude (g = 980.6199 gals.).
 DR9221
 DR9221.The modeled gravity was interpolated from observed gravity values.
 DR9221
 DR9221;                    North         East    Units  Estimated Accuracy
 DR9221;SPC FL W     -   366,351.9     129,255.7     MT  (+/- 3 meters HH1 GPS) 
 DR9221
 DR9221_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3061758331(NAD 83)
 DR9221
 DR9221                          SUPERSEDED SURVEY CONTROL
 DR9221
 DR9221.No superseded survey control is available for this station.
 DR9221
 DR9221_MARKER: F = FLANGE-ENCASED ROD
 DR9221_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9221_STAMPING: 6385 F 2023
 DR9221_MARK LOGO: FLDEP
 DR9221_PROJECTION: RECESSED 5 CENTIMETERS
 DR9221_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9221_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9221+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2023
 DR9221_ROD/PIPE-DEPTH: 14.4 meters
 DR9221
 DR9221  HISTORY     - Date     Condition        Report By
 DR9221  HISTORY     - 20230131 MONUMENTED       FLDEP
 DR9221
 DR9221                          STATION DESCRIPTION
 DR9221
 DR9221'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9221'THE MARK IS ABOUT 11.9 MI (19.1 KM) NORTH OF BRADENTON BEACH, 9.4 MI
 DR9221'(15.1 KM) SOUTH-SOUTHWEST OF SAINT PETERSBURG, 7.5 MI (12.1 KM) NORTH
 DR9221'OF ANNA MARIA, IN SECTION 5, TOWNSHIP 33 SOUTH, RANGE 16 EAST.
 DR9221'
 DR9221'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 682 (PINELLAS
 DR9221'BAYWAY) AND COUNTY ROAD 679 (PINELLAS BAYWAY SOUTH) IN ST.PETERSBURG
 DR9221'BEACH, GO SOUTH ON COUNTY ROAD 679 (PINELLAS BAYWAY SOUTH) FOR 4.9 MI
 DR9221'(7.9 KM) TO THE SOUTH END OF COUNTY ROAD 679 (PINELLAS BAYWAY SOUTH)
 DR9221'BUNCESS BRIDGE AT MULLET KEY BAYOU.  CONTINUE SOUTH ON COUNTY ROAD 679
 DR9221'(PINELLAS BAYWAY SOUTH) FOR 0.6 MI (1.0 KM) TO THE MARK ON THE RIGHT,
 DR9221'A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 47.2 FT (14.4 M)
 DR9221'WITH A (FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE
 DR9221'GROUND AND 0.2 FT (6 CM) BELOW THE LEVEL OF COUNTY ROAD 679 (PINELLAS
 DR9221'BAYWAY SOUTH), THE DATUM POINT IS RECESSED 0.5 FT (15 CM) BELOW THE
 DR9221'LEVEL OF THE (FLDEP) LOGO CAP.
 DR9221'
 DR9221'LOCATED 86.5 FT (26.4 M) SOUTH-SOUTHEAST OF A WOODEN POWER POLE NUMBER
 DR9221'8753843, 72.3 FT (22.0 M) SOUTH OF A CONCRETE POWER POLE NUMBER
 DR9221'160889, 33.6 FT (10.2 M) WEST-NORTHWEST OF THE APPROXIMATE CENTERLINE
 DR9221'OF COUNTY ROAD 679 (PINELLAS BAYWAY SOUTH) AND 1.7 FT (0.5 M) EAST OF
 DR9221'A CARSONITE WITNESS POST.
 DR9221'
 DR9221'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9221'
 DR9221'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9221'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9220 ***********************************************************************
 DR9220  DESIGNATION -  872 6385 G
 DR9220  PID         -  DR9220
 DR9220  STATE/COUNTY-  FL/PINELLAS
 DR9220  COUNTRY     -  US
 DR9220  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 DR9220
 DR9220                         *CURRENT SURVEY CONTROL
 DR9220  ______________________________________________________________________
 DR9220* NAD 83(1986) POSITION- 27 38 02.65   (N) 082 43 16.38   (W)   HD_HELD1
 DR9220* NAVD 88 ORTHO HEIGHT -     0.775 (meters)        2.54  (feet) ADJUSTED
 DR9220  ______________________________________________________________________
 DR9220  GEOID HEIGHT    -        -24.360 (meters)                     GEOID18
 DR9220  DYNAMIC HEIGHT  -          0.774 (meters)        2.54  (feet) COMP
 DR9220  MODELED GRAVITY -    979,161.0   (mgal)                       NAVD 88
 DR9220
 DR9220  VERT ORDER      -  SECOND    CLASS I
 DR9220
 DR9220.The horizontal coordinates were determined by differentially corrected
 DR9220.hand held GPS observations or other comparable positioning techniques
 DR9220.and have an estimated accuracy of +/- 3 meters.
 DR9220
 DR9220.The orthometric height was determined by differential leveling and
 DR9220.adjusted by the NATIONAL GEODETIC SURVEY
 DR9220.in December 2023.
 DR9220
 DR9220.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9220.GEOID18 height accuracy estimate available here.
 DR9220
 DR9220.Click photographs - Photos may exist for this station.
 DR9220
 DR9220.The dynamic height is computed by dividing the NAVD 88
 DR9220.geopotential number by the normal gravity value computed on the
 DR9220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9220.degrees latitude (g = 980.6199 gals.).
 DR9220
 DR9220.The modeled gravity was interpolated from observed gravity values.
 DR9220
 DR9220;                    North         East    Units  Estimated Accuracy
 DR9220;SPC FL W     -   365,868.0     128,824.7     MT  (+/- 3 meters HH1 GPS) 
 DR9220
 DR9220_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3018257850(NAD 83)
 DR9220
 DR9220                          SUPERSEDED SURVEY CONTROL
 DR9220
 DR9220.No superseded survey control is available for this station.
 DR9220
 DR9220_MARKER: F = FLANGE-ENCASED ROD
 DR9220_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9220_STAMPING: 6385 G 2023
 DR9220_MARK LOGO: FLDEP
 DR9220_PROJECTION: RECESSED 5 CENTIMETERS
 DR9220_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9220_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9220+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2023
 DR9220_ROD/PIPE-DEPTH: 10.9 meters
 DR9220
 DR9220  HISTORY     - Date     Condition        Report By
 DR9220  HISTORY     - 20230131 MONUMENTED       FLDEP
 DR9220
 DR9220                          STATION DESCRIPTION
 DR9220
 DR9220'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9220'THE MARK IS ABOUT 11.9 MI (19.1 KM) NORTH OF BRADENTON BEACH, 9.4 MI
 DR9220'(15.1 KM) SOUTH-SOUTHWEST OF SAINT PETERSBURG AND 7.5 MI (12.1 KM)
 DR9220'NORTH OF ANNA MARIA.
 DR9220'
 DR9220'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 682 (PINELLAS
 DR9220'BAYWAY) AND COUNTY ROAD 679 (PINELLAS BAYWAY SOUTH) IN ST. PETERSBURG
 DR9220'BEACH, GO SOUTH ON COUNTY ROAD 679 (PINELLAS BAYWAY SOUTH) FOR 4.9 MI
 DR9220'(7.9 KM) TO THE SOUTH END OF COUNTY ROAD 679 (PINELLAS BAYWAY SOUTH)
 DR9220'BUNCESS BRIDGE AT MULLET KEY BAYOU.  CONTINUE SOUTH ON COUNTY ROAD 679
 DR9220'(PINELLAS BAYWAY SOUTH) FOR 0.9 MI (1.4 KM) TO THE JUNCTION OF FORT
 DR9220'DESOTO PARK (CAMPGROUND) ROAD ON THE RIGHT.  TURN RIGHT ON THE PAVED
 DR9220'ROAD ENTERING THE CAMPGROUND AND GO WEST-SOUTHWEST FOR 0.2 MI (0.3 KM)
 DR9220'TO THE JUNCTION OF AN ALL WEATHER (PARK EMPLOYEE ONLY) SERVICE ROAD ON
 DR9220'THE LEFT, VEER LEFT ON THE ALL WEATHER SERVICE ROAD AND GO SOUTH ABOUT
 DR9220'75.0 FT (22.9 M) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD
 DR9220'DRIVEN TO REFUSAL AT A DEPTH OF 35.7 FT (10.9 M) WITH A (FLDEP) LOGO
 DR9220'CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.2 FT (6
 DR9220'CM) BELOW THE LEVEL OF THE ALL WEATHER SERVICE ROAD, THE DATUM POINT
 DR9220'IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR9220'
 DR9220'LOCATED 96.5 FT (29.4 M) SOUTHWEST OF A T-JUNCTION AT THE INTERSECTING
 DR9220'POINT OF DESOTO PARK (CAMPGROUND) ROAD AND THE PARK SERVICE ROAD, 83.5
 DR9220'FT (25.5 M) NORTHWEST OF A WOODEN POWER POLE, 13.0 FT (4.0 M) WEST OF
 DR9220'THE APPROXIMATE CENTERLINE OF THE SERVICE ROAD AND 2.8 FT (0.9 M) EAST
 DR9220'OF A CARSONITE WITNESS POST.
 DR9220'
 DR9220'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9220'
 DR9220'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9220'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9397 ***********************************************************************
 AG9397  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9397  DESIGNATION -  872 6425 F TIDAL
 AG9397  PID         -  AG9397
 AG9397  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9397  COUNTRY     -  US
 AG9397  USGS QUAD   -  RUSKIN (2018)
 AG9397
 AG9397                         *CURRENT SURVEY CONTROL
 AG9397  ______________________________________________________________________
 AG9397* NAD 83(1986) POSITION- 27 40 36.     (N) 082 29 50.     (W)   SCALED
 AG9397* NAVD 88 ORTHO HEIGHT -     0.297 (meters)        0.97  (feet) ADJUSTED
 AG9397  ______________________________________________________________________
 AG9397  GEOID HEIGHT    -        -24.684 (meters)                     GEOID18
 AG9397  DYNAMIC HEIGHT  -          0.296 (meters)        0.97  (feet) COMP
 AG9397  MODELED GRAVITY -    979,157.3   (mgal)                       NAVD 88
 AG9397
 AG9397  VERT ORDER      -  FIRST     CLASS II
 AG9397
 AG9397.The horizontal coordinates were scaled from a map and have
 AG9397.an estimated accuracy of +/- 6 seconds.
 AG9397
 AG9397.The orthometric height was determined by differential leveling and
 AG9397.adjusted by the NATIONAL GEODETIC SURVEY
 AG9397.in March 1995.
 AG9397
 AG9397.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9397.GEOID18 height accuracy estimate available here.
 AG9397
 AG9397.This Tidal Bench Mark is designated as VM 6443
 AG9397.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9397
 AG9397.Click photographs - Photos may exist for this station.
 AG9397
 AG9397.The dynamic height is computed by dividing the NAVD 88
 AG9397.geopotential number by the normal gravity value computed on the
 AG9397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9397.degrees latitude (g = 980.6199 gals.).
 AG9397
 AG9397.The modeled gravity was interpolated from observed gravity values.
 AG9397
 AG9397;                    North         East    Units  Estimated Accuracy
 AG9397;SPC FL W     -   370,480.      150,950.      MT  (+/- 180 meters Scaled)
 AG9397
 AG9397_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL523622(NAD 83)
 AG9397
 AG9397                          SUPERSEDED SURVEY CONTROL
 AG9397
 AG9397.No superseded survey control is available for this station.
 AG9397
 AG9397_MARKER: DB = BENCH MARK DISK
 AG9397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9397_STAMPING: 6425 F 1990
 AG9397_MARK LOGO: NOS
 AG9397_PROJECTION: FLUSH
 AG9397_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9397_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9397+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 AG9397_ROD/PIPE-DEPTH: 9.8 meters
 AG9397
 AG9397  HISTORY     - Date     Condition        Report By
 AG9397  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9397  HISTORY     - 20071010 GOOD             FLDEP
 AG9397
 AG9397                          STATION DESCRIPTION
 AG9397
 AG9397'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9397'THE BENCH MARK IS LOCATED AT THE HILLSBOROUGH COMMUNITY COLLEGE
 AG9397'ENVIRONMENTAL STUDIES CENTER, 1.2 MI (1.9 KM) SOUTHWEST OF SUN CITY,
 AG9397'HILLSBOROUGH COUNTY FLORIDA.  TO REACH THE MARK FROM THE POST OFFICE
 AG9397'IN SUNCITY GO SOUTH ON OLD U.S. HIGHWAY 41 FOR APPROXIMATLY 264 FT
 AG9397'(80.5 M) TO THE INTERSECTION OF OLD U.S. HIGHWAY 41 AND LAVENDER
 AG9397'ROAD, TURN ONTO LAVENDER ROAD AND GO SOUTH THEN WEST ON LAVENDER ROAD
 AG9397'FOR 0.4 MI (0.6 KM) TO THE END OF THE PAVEMENT, CONTINUE WEST ON THE
 AG9397'GRADED DIRT ROAD FOR 0.7 MI (1.1 KM) TO THE POINT THE ROAD CURVES
 AG9397'NORTH TO THE HILLSBOROUGH COMMUNITY COLLEGE ENVIRONMENTAL STUDIES
 AG9397'CENTER CHAIN LINK FENCE AND LOCKED GATE, GO TRU THE GATE AND PROCEED
 AG9397'NORTH FOR APPROXIMATLY 800 FT (243.8 M) TO THE HILLSBOROUGH COMMUNITY
 AG9397'COLLEGE LAB BUILDINGS, FOLLOW A FOOT PATH ALONG THE CHAIN LINK FENCE
 AG9397'SURROUNDING THE LAB BUILDINGS TO A BOARDWALK BEHIND THE LAB, GO
 AG9397'WESTERLY ALONG THE BOARDWALK FOR 668 FT (203.6 M) TO THE MARK ON THE
 AG9397'LEFT OF THE WOODEN BOARD WALK.  THE MARK IS LOCATED 1.3 FT (0.4 M)
 AG9397'SOUTH OF THE SOUTH EDGE OF TH BOARDWALK, 318.9 FT (97.2 M) SOUTHEAST
 AG9397'OF THE WESTERLY END OF THE BOARDWALK, AND 1.3 FT (0.4 M) EAST OF A
 AG9397'WITNESS POST.
 AG9397
 AG9397                          STATION RECOVERY (2007)
 AG9397
 AG9397'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG9397'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9398 ***********************************************************************
 AG9398  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9398  DESIGNATION -  872 6425 G TIDAL
 AG9398  PID         -  AG9398
 AG9398  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9398  COUNTRY     -  US
 AG9398  USGS QUAD   -  RUSKIN (2018)
 AG9398
 AG9398                         *CURRENT SURVEY CONTROL
 AG9398  ______________________________________________________________________
 AG9398* NAD 83(1986) POSITION- 27 40 36.     (N) 082 29 50.     (W)   SCALED
 AG9398* NAVD 88 ORTHO HEIGHT -     0.650 (meters)        2.13  (feet) ADJUSTED
 AG9398  ______________________________________________________________________
 AG9398  GEOID HEIGHT    -        -24.684 (meters)                     GEOID18
 AG9398  DYNAMIC HEIGHT  -          0.649 (meters)        2.13  (feet) COMP
 AG9398  MODELED GRAVITY -    979,157.3   (mgal)                       NAVD 88
 AG9398
 AG9398  VERT ORDER      -  FIRST     CLASS II
 AG9398
 AG9398.The horizontal coordinates were scaled from a map and have
 AG9398.an estimated accuracy of +/- 6 seconds.
 AG9398
 AG9398.The orthometric height was determined by differential leveling and
 AG9398.adjusted by the NATIONAL GEODETIC SURVEY
 AG9398.in March 1995.
 AG9398
 AG9398.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9398.GEOID18 height accuracy estimate available here.
 AG9398
 AG9398.This Tidal Bench Mark is designated as VM 6439
 AG9398.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9398
 AG9398.Click photographs - Photos may exist for this station.
 AG9398
 AG9398.The dynamic height is computed by dividing the NAVD 88
 AG9398.geopotential number by the normal gravity value computed on the
 AG9398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9398.degrees latitude (g = 980.6199 gals.).
 AG9398
 AG9398.The modeled gravity was interpolated from observed gravity values.
 AG9398
 AG9398;                    North         East    Units  Estimated Accuracy
 AG9398;SPC FL W     -   370,480.      150,950.      MT  (+/- 180 meters Scaled)
 AG9398
 AG9398_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL523622(NAD 83)
 AG9398
 AG9398                          SUPERSEDED SURVEY CONTROL
 AG9398
 AG9398.No superseded survey control is available for this station.
 AG9398
 AG9398_MARKER: DB = BENCH MARK DISK
 AG9398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9398_STAMPING: 6425 G 1990
 AG9398_MARK LOGO: NOS
 AG9398_PROJECTION: RECESSED 5 CENTIMETERS
 AG9398_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9398+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 AG9398_ROD/PIPE-DEPTH: 11.0 meters
 AG9398
 AG9398  HISTORY     - Date     Condition        Report By
 AG9398  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9398  HISTORY     - 20071010 GOOD             FLDEP
 AG9398
 AG9398                          STATION DESCRIPTION
 AG9398
 AG9398'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9398'THE BENCH MARK IS LOCATED AT THE HILLSBOROUGH COMMUNITY COLLEGE
 AG9398'ENVIRONMENTAL STUDIES CENTER, 1.2 MI (1.9 KM) SOUTHWEST OF SUN CITY,
 AG9398'HILLSBOROUGH COUNTY FLORIDA.  TO REACH THE MARK FROM THE POST OFFICE
 AG9398'IN SUN CITY GO SOUTH ON OLD U.S. HIGHWAY 41 FOR 0.05 MI (0.08 KM) TO
 AG9398'THE JUNCTION OF OLD U.S. HIGHWAY 41 AND LAVENDER ROAD, CONTINUE
 AG9398'AHEAD ON LAVENDER ROAD AND GO SOUTH THEN WEST 0.4 MI (0.6 KM) TO THE
 AG9398'END OF THE PAVEMENT, CONTINUE WEST ON THE GRADED DIRT ROAD FOR 0.7 MI
 AG9398'(1.1 KM) TO THE POINT THE ROAD CURVES NORTH TO THE HILLSBOROUGH
 AG9398'COMMUNITY COLLEGE ENVIRONMENTAL STUDIES CENTER CHAIN LINK FENCE AND
 AG9398'LOCKED GATE, GO THRU THE GATE AND PROCEED NORTH FOR 0.15 MI (0.24 KM)
 AG9398'TO THE HILLSBOROUGH COMMUNITY COLLEGE LAB BUILDINGS, FOLLOW A FOOT
 AG9398'PATH ALONG THE CHAIN LINK FENCE SURROUNDING THE LAB BUILDINGS TO A
 AG9398'THE MARK BEHIND THE LAB.  THE MARK IS LOCATED 87.3 FT (26.6 M) NORTH
 AG9398'OF THE SOUTHWEST CORNER OF THE CHAINLINK FENCE SURROUNDING THE
 AG9398'BUILDINGS, 8.2 FT (2.5 M) NORTH OF THE NORTH EDGE OF A WOODEN
 AG9398'BOARDWALK, AND 1.3 FT (0.4 M) SOUTH OF A WITNESS POST.
 AG9398
 AG9398                          STATION RECOVERY (2007)
 AG9398
 AG9398'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG9398'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9399 ***********************************************************************
 AG9399  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9399  DESIGNATION -  872 6425 H TIDAL
 AG9399  PID         -  AG9399
 AG9399  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9399  COUNTRY     -  US
 AG9399  USGS QUAD   -  RUSKIN (2018)
 AG9399
 AG9399                         *CURRENT SURVEY CONTROL
 AG9399  ______________________________________________________________________
 AG9399* NAD 83(1986) POSITION- 27 40 41.80   (N) 082 29 49.81   (W)   HD_HELD1
 AG9399* NAVD 88 ORTHO HEIGHT -     1.278 (meters)        4.19  (feet) ADJUSTED
 AG9399  ______________________________________________________________________
 AG9399  GEOID HEIGHT    -        -24.685 (meters)                     GEOID18
 AG9399  DYNAMIC HEIGHT  -          1.276 (meters)        4.19  (feet) COMP
 AG9399  MODELED GRAVITY -    979,157.3   (mgal)                       NAVD 88
 AG9399
 AG9399  VERT ORDER      -  FIRST     CLASS II
 AG9399
 AG9399.The horizontal coordinates were determined by differentially corrected
 AG9399.hand held GPS observations or other comparable positioning techniques
 AG9399.and have an estimated accuracy of +/- 3 meters.
 AG9399
 AG9399.The orthometric height was determined by differential leveling and
 AG9399.adjusted by the NATIONAL GEODETIC SURVEY
 AG9399.in March 1995.
 AG9399
 AG9399.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9399.GEOID18 height accuracy estimate available here.
 AG9399
 AG9399.This Tidal Bench Mark is designated as VM 11312
 AG9399.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9399
 AG9399.Click photographs - Photos may exist for this station.
 AG9399
 AG9399.The dynamic height is computed by dividing the NAVD 88
 AG9399.geopotential number by the normal gravity value computed on the
 AG9399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9399.degrees latitude (g = 980.6199 gals.).
 AG9399
 AG9399.The modeled gravity was interpolated from observed gravity values.
 AG9399
 AG9399;                    North         East    Units  Estimated Accuracy
 AG9399;SPC FL W     -   370,657.7     150,955.5     MT  (+/- 3 meters HH1 GPS) 
 AG9399
 AG9399_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5235062460(NAD 83)
 AG9399
 AG9399                          SUPERSEDED SURVEY CONTROL
 AG9399
 AG9399.No superseded survey control is available for this station.
 AG9399
 AG9399_MARKER: DB = BENCH MARK DISK
 AG9399_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9399_STAMPING: 6425 H 1990
 AG9399_MARK LOGO: NOS
 AG9399_PROJECTION: FLUSH
 AG9399_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9399_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9399+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 AG9399_ROD/PIPE-DEPTH: 13.7 meters
 AG9399
 AG9399  HISTORY     - Date     Condition        Report By
 AG9399  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9399  HISTORY     - 20071010 GOOD             FLDEP
 AG9399
 AG9399                          STATION DESCRIPTION
 AG9399
 AG9399'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9399'THE BENCH MARK IS LOCATED AT THE HILLSBOROUGH COMMUNITY COLLEGE
 AG9399'ENVIRONMENTAL STUDIES CENTER, 1.2 MI (1.9 KM) SOUTHWEST OF SUN CITY,
 AG9399'HILLSBOROUGH COUNTY FLORIDA.  TO REACH THE MARK FROM THE POST OFFICE
 AG9399'IN SUN CITY GO SOUTH ON OLD U.S. HIGHWAY 41 FOR 0.05MI TO THE
 AG9399'JUNCTION OF OLD U.S. HIGHWAY 41 AND LAVENDER ROAD, CONTINUE AHEAD ON
 AG9399'LAVENDER ROAD AND GO SOUTH THEN WEST FOR 0.4 MI (0.6 KM) TO THE END
 AG9399'OF THE PAVEMENT, CONTINUE WEST ON THE GRADED DIRT ROAD FOR 0.7 MI
 AG9399'(1.1 KM) TO THE POINT THE ROAD CURVES NORTH TO THE HILLSBOROUGH
 AG9399'COMMUNITY COLLEGE ENVIRONMENTAL STUDIES CENTER CHAIN LINK FENCE AND
 AG9399'LOCKED GATE, GO THRU THE GATE AND PROCEED NORTH FOR 724 FT (220.7 M)
 AG9399'TO THE MARK ON RIGHT.  THE MARK IS LOCATED 320.2 FT (97.6 M) NORTH OF
 AG9399'872 6425 J, 41 FT (12.5 M) SOUTH OF A TELEPHONE POLE, AND 6.2 FT (1.9
 AG9399'M) WEST OF A WITNESS POST.
 AG9399
 AG9399                          STATION RECOVERY (2007)
 AG9399
 AG9399'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG9399'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9400 ***********************************************************************
 AG9400  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9400  DESIGNATION -  872 6425 J TIDAL
 AG9400  PID         -  AG9400
 AG9400  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9400  COUNTRY     -  US
 AG9400  USGS QUAD   -  RUSKIN (2018)
 AG9400
 AG9400                         *CURRENT SURVEY CONTROL
 AG9400  ______________________________________________________________________
 AG9400* NAD 83(1986) POSITION- 27 40 38.57   (N) 082 29 49.87   (W)   HD_HELD1
 AG9400* NAVD 88 ORTHO HEIGHT -     1.126 (meters)        3.69  (feet) ADJUSTED
 AG9400  ______________________________________________________________________
 AG9400  GEOID HEIGHT    -        -24.684 (meters)                     GEOID18
 AG9400  DYNAMIC HEIGHT  -          1.124 (meters)        3.69  (feet) COMP
 AG9400  MODELED GRAVITY -    979,157.3   (mgal)                       NAVD 88
 AG9400
 AG9400  VERT ORDER      -  FIRST     CLASS II
 AG9400
 AG9400.The horizontal coordinates were determined by differentially corrected
 AG9400.hand held GPS observations or other comparable positioning techniques
 AG9400.and have an estimated accuracy of +/- 3 meters.
 AG9400
 AG9400.The orthometric height was determined by differential leveling and
 AG9400.adjusted by the NATIONAL GEODETIC SURVEY
 AG9400.in March 1995.
 AG9400
 AG9400.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9400.GEOID18 height accuracy estimate available here.
 AG9400
 AG9400.This Tidal Bench Mark is designated as VM 6444
 AG9400.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9400
 AG9400.Click photographs - Photos may exist for this station.
 AG9400
 AG9400.The dynamic height is computed by dividing the NAVD 88
 AG9400.geopotential number by the normal gravity value computed on the
 AG9400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9400.degrees latitude (g = 980.6199 gals.).
 AG9400
 AG9400.The modeled gravity was interpolated from observed gravity values.
 AG9400
 AG9400;                    North         East    Units  Estimated Accuracy
 AG9400;SPC FL W     -   370,558.3     150,953.5     MT  (+/- 3 meters HH1 GPS) 
 AG9400
 AG9400_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5234762361(NAD 83)
 AG9400
 AG9400                          SUPERSEDED SURVEY CONTROL
 AG9400
 AG9400.No superseded survey control is available for this station.
 AG9400
 AG9400_MARKER: DB = BENCH MARK DISK
 AG9400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9400_STAMPING: 6425 J 1990
 AG9400_MARK LOGO: NOS
 AG9400_PROJECTION: FLUSH
 AG9400_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9400+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 AG9400_ROD/PIPE-DEPTH: 12.8 meters
 AG9400
 AG9400  HISTORY     - Date     Condition        Report By
 AG9400  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9400  HISTORY     - 20071010 GOOD             FLDEP
 AG9400
 AG9400                          STATION DESCRIPTION
 AG9400
 AG9400'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9400'THE BENCH MARK IS LOCATED AT THE HILLSBOROUGH COMMUNITY COLLEGE
 AG9400'ENVIRONMENTAL STUDIES CENTER, 1.2 MI (1.9 KM) SOUTHWEST OF SUN CITY,
 AG9400'HILLSBOROUGH COUNTY FLORIDA.  TO REACH THE MARK FROM THE POST OFFICE
 AG9400'IN SUN CITY GO SOUTH ON OLD U.S. HIGHWAY 41 FOR 0.05 MI (0.08 KM) TO
 AG9400'THE JUNCTION OF OLD U.S. HIGHWAY 41 AND LAVENDER ROAD, CONTINUE
 AG9400'AHEAD ON LAVENDER ROAD AND GO SOUTH THEN WEST 0.4 MI (0.6 KM) TO THE
 AG9400'END OF THE PAVEMENT, CONTINUE WEST ON THE GRADED DIRT ROAD FOR 0.7 MI
 AG9400'(1.1 KM) TO THE POINT THE ROAD CURVES NORTH TO THE HILLSBOROUGH
 AG9400'COMMUNITY COLLEGE ENVIRONMENTAL STUDIES CENTER CHAIN LINK FENCE AND
 AG9400'LOCKED GATE, GO TRU THE GATE AND PROCEED NORTH FOR 397.5 FT (121.2 M)
 AG9400'TO THE MARK ON RIGHT.  THE MARK IS LOCATED 397.3 FT (121.1 M) NORTH
 AG9400'OF 872 6425 K, 227 FT (69.2 M) SOUTH OF 872 6425 F, 29.2 FT (8.9 M)
 AG9400'EAST OF A TWO TRUNKED OAK TREE, AND 5.9 FT (1.8 M) WEST OF A CHAIN
 AG9400'LINK FENCE AND A WITNESS POST.
 AG9400
 AG9400                          STATION RECOVERY (2007)
 AG9400
 AG9400'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG9400'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9396 ***********************************************************************
 AG9396  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9396  DESIGNATION -  872 6425 K TIDAL
 AG9396  PID         -  AG9396
 AG9396  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9396  COUNTRY     -  US
 AG9396  USGS QUAD   -  RUSKIN (2018)
 AG9396
 AG9396                         *CURRENT SURVEY CONTROL
 AG9396  ______________________________________________________________________
 AG9396* NAD 83(1986) POSITION- 27 40 36.     (N) 082 29 50.     (W)   SCALED
 AG9396* NAVD 88 ORTHO HEIGHT -     1.149 (meters)        3.77  (feet) ADJUSTED
 AG9396  ______________________________________________________________________
 AG9396  GEOID HEIGHT    -        -24.684 (meters)                     GEOID18
 AG9396  DYNAMIC HEIGHT  -          1.147 (meters)        3.76  (feet) COMP
 AG9396  MODELED GRAVITY -    979,157.3   (mgal)                       NAVD 88
 AG9396
 AG9396  VERT ORDER      -  FIRST     CLASS II
 AG9396
 AG9396.The horizontal coordinates were scaled from a map and have
 AG9396.an estimated accuracy of +/- 6 seconds.
 AG9396
 AG9396.The orthometric height was determined by differential leveling and
 AG9396.adjusted by the NATIONAL GEODETIC SURVEY
 AG9396.in March 1995.
 AG9396
 AG9396.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9396.GEOID18 height accuracy estimate available here.
 AG9396
 AG9396.This Tidal Bench Mark is designated as VM 6445
 AG9396.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9396
 AG9396.Click photographs - Photos may exist for this station.
 AG9396
 AG9396.The dynamic height is computed by dividing the NAVD 88
 AG9396.geopotential number by the normal gravity value computed on the
 AG9396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9396.degrees latitude (g = 980.6199 gals.).
 AG9396
 AG9396.The modeled gravity was interpolated from observed gravity values.
 AG9396
 AG9396;                    North         East    Units  Estimated Accuracy
 AG9396;SPC FL W     -   370,480.      150,950.      MT  (+/- 180 meters Scaled)
 AG9396
 AG9396_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL523622(NAD 83)
 AG9396
 AG9396                          SUPERSEDED SURVEY CONTROL
 AG9396
 AG9396.No superseded survey control is available for this station.
 AG9396
 AG9396_MARKER: DB = BENCH MARK DISK
 AG9396_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9396_STAMPING: 6425 K 1990
 AG9396_MARK LOGO: NOS
 AG9396_PROJECTION: FLUSH
 AG9396_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9396+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2007
 AG9396_ROD/PIPE-DEPTH: 12.2 meters
 AG9396
 AG9396  HISTORY     - Date     Condition        Report By
 AG9396  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9396  HISTORY     - 20071010 GOOD             FLDEP
 AG9396
 AG9396                          STATION DESCRIPTION
 AG9396
 AG9396'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9396'THE BENCH MARK IS LOCATED AT THE HILLSBOROUGH COMMUNITY COLLEGE
 AG9396'ENVIRONMENTAL STUDIES CENTER, 1.2 MI (1.9 KM) SOUTHWEST OF SUN CITY,
 AG9396'HILLSBOROUGH COUNTY FLORIDA.  TO REACH THE MARK FROM THE POST OFFICE
 AG9396'IN SUN CITY GO SOUTH ON OLD U.S. HIGHWAY 41 FOR 0.05 MI (0.08 KM) TO
 AG9396'THE JUNCTION OF OLD U.S. HIGHWAY 41 AND LAVENDER ROAD, CONTINUE
 AG9396'AHEAD ON LAVENDER ROAD AND GO SOUTH THEN WEST ON 0.4 MI (0.6 KM) TO
 AG9396'THE END OF THE PAVEMENT, CONTINUE WEST ON THE GRADED DIRT ROAD FOR
 AG9396'0.7 MI (1.1 KM) TO THE POINT THE ROAD CURVES NORTH TO THE
 AG9396'HILLSBOROUGH COMMUNITY COLLEGE ENVIRONMENTAL STUDIES CENTER CHAIN
 AG9396'LINK FENCE AND LOCKED GATE, AND THE MARK ON THE RIGHT.  THE MARK IS
 AG9396'LOCATED 90.6 FT (27.6 M) NORTH OF POWER POLE NUMBER 4000 45, 58.7 FT
 AG9396'(17.9 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE DIRT ROAD ON THE
 AG9396'INSIDE OF THE CURVE OF THE DIM DIRT ROAD, 16.4 FT (5.0 M) EAST OF THE
 AG9396'CENTER OF THE LOCKED CHAIN LINK GATE, AND 3.9 FT (1.2 M) SOUTH OF THE
 AG9396'CHAIN LINK FENCE AND A WITNESS POST.
 AG9396
 AG9396                          STATION RECOVERY (2007)
 AG9396
 AG9396'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG9396'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7403 ***********************************************************************
 AG7403  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7403  DESIGNATION -  872 6428 C
 AG7403  PID         -  AG7403
 AG7403  STATE/COUNTY-  FL/PINELLAS
 AG7403  COUNTRY     -  US
 AG7403  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7403
 AG7403                         *CURRENT SURVEY CONTROL
 AG7403  ______________________________________________________________________
 AG7403* NAD 83(1986) POSITION- 27 41 27.35   (N) 082 43 10.58   (W)   HD_HELD1
 AG7403* NAVD 88 ORTHO HEIGHT -     2.104 (meters)        6.90  (feet) ADJUSTED
 AG7403  ______________________________________________________________________
 AG7403  GEOID HEIGHT    -        -24.365 (meters)                     GEOID18
 AG7403  DYNAMIC HEIGHT  -          2.101 (meters)        6.89  (feet) COMP
 AG7403  MODELED GRAVITY -    979,167.8   (mgal)                       NAVD 88
 AG7403
 AG7403  VERT ORDER      -  SECOND    CLASS I
 AG7403
 AG7403.The horizontal coordinates were determined by differentially corrected
 AG7403.hand held GPS observations or other comparable positioning techniques
 AG7403.and have an estimated accuracy of +/- 3 meters.
 AG7403
 AG7403.The orthometric height was determined by differential leveling and
 AG7403.adjusted by the NATIONAL GEODETIC SURVEY
 AG7403.in June 1991.
 AG7403
 AG7403.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7403.GEOID18 height accuracy estimate available here.
 AG7403
 AG7403.This Tidal Bench Mark is designated as VM 12129
 AG7403.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7403
 AG7403.Click photographs - Photos may exist for this station.
 AG7403
 AG7403.The dynamic height is computed by dividing the NAVD 88
 AG7403.geopotential number by the normal gravity value computed on the
 AG7403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7403.degrees latitude (g = 980.6199 gals.).
 AG7403
 AG7403.The modeled gravity was interpolated from observed gravity values.
 AG7403
 AG7403;                    North         East    Units  Estimated Accuracy
 AG7403;SPC FL W     -   372,168.0     129,020.4     MT  (+/- 3 meters HH1 GPS) 
 AG7403
 AG7403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3042964148(NAD 83)
 AG7403
 AG7403                          SUPERSEDED SURVEY CONTROL
 AG7403
 AG7403  NGVD 29 (??/??/92)    2.395  (m)            7.86   (f) ADJ UNCH    2 1
 AG7403
 AG7403.Superseded values are not recommended for survey control.
 AG7403
 AG7403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7403.See file dsdata.pdf to determine how the superseded data were derived.
 AG7403
 AG7403_MARKER: DD = SURVEY DISK
 AG7403_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7403_STAMPING: 6428 C 1976
 AG7403_MARK LOGO: NOS
 AG7403_PROJECTION: FLUSH
 AG7403_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7403+SATELLITE: SATELLITE OBSERVATIONS - October 24, 2009
 AG7403_ROD/PIPE-DEPTH: 12.2 meters
 AG7403
 AG7403  HISTORY     - Date     Condition        Report By
 AG7403  HISTORY     - 1976     MONUMENTED       NOS
 AG7403  HISTORY     - 1982     GOOD             FLDNR
 AG7403  HISTORY     - 19900617 GOOD             FLDNR
 AG7403  HISTORY     - 20000202 GOOD             USPSQD
 AG7403  HISTORY     - 20091024 GOOD             FLDEP
 AG7403
 AG7403                          STATION DESCRIPTION
 AG7403
 AG7403'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7403'9.9 MI SW FROM ST PETERSBURG.
 AG7403'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 (34TH STREET) AND
 AG7403'1ST AVENUE NORTH IN ST. PETERSBURG, GO 3.6 MILES SOUTH ON U.S.
 AG7403'19 TO THE INTERSECTION OF STATE ROAD 682, GO 2.3 MILES WEST ON
 AG7403'STATE ROAD 682 TO THE JUNCTION OF STATE ROAD 693, GO 1.5 MILES
 AG7403'SOUTH ON STATE ROAD 693 TO TIERRA VERDE AND THE MARK.  THE MARK
 AG7403'BEARS 28.0 FEET EAST OF THE CENTERLINE OF THE SOUTHBOUND LANE,
 AG7403'29.0 FEET WEST OF THE CENTERLINE OF THE NORTHBOUND LANE, AND 28.7
 AG7403'FEET NORTH-NORTHWEST OF THE SOUTH CENTER END OF THE FIRST MEDIAN
 AG7403'SOUTH OF THE BRIDGE OVER MAIN CHANNEL.
 AG7403
 AG7403                          STATION RECOVERY (1990)
 AG7403
 AG7403'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7403'RECOVERED IN GOOD CONDITION.
 AG7403
 AG7403                          STATION RECOVERY (2000)
 AG7403
 AG7403'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7403'RECOVERED IN GOOD CONDITION.
 AG7403
 AG7403                          STATION RECOVERY (2009)
 AG7403
 AG7403'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7403'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7404 ***********************************************************************
 AG7404  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7404  DESIGNATION -  872 6428 E
 AG7404  PID         -  AG7404
 AG7404  STATE/COUNTY-  FL/PINELLAS
 AG7404  COUNTRY     -  US
 AG7404  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7404
 AG7404                         *CURRENT SURVEY CONTROL
 AG7404  ______________________________________________________________________
 AG7404* NAD 83(1986) POSITION- 27 41 29.     (N) 082 43 11.     (W)   SCALED
 AG7404* NAVD 88 ORTHO HEIGHT -     1.865 (meters)        6.12  (feet) ADJUSTED
 AG7404  ______________________________________________________________________
 AG7404  GEOID HEIGHT    -        -24.365 (meters)                     GEOID18
 AG7404  DYNAMIC HEIGHT  -          1.863 (meters)        6.11  (feet) COMP
 AG7404  MODELED GRAVITY -    979,167.8   (mgal)                       NAVD 88
 AG7404
 AG7404  VERT ORDER      -  SECOND    CLASS I
 AG7404
 AG7404.The horizontal coordinates were scaled from a map and have
 AG7404.an estimated accuracy of +/- 6 seconds.
 AG7404
 AG7404.The orthometric height was determined by differential leveling and
 AG7404.adjusted by the NATIONAL GEODETIC SURVEY
 AG7404.in March 1995.
 AG7404
 AG7404.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7404.GEOID18 height accuracy estimate available here.
 AG7404
 AG7404.This Tidal Bench Mark is designated as VM 12130
 AG7404.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7404
 AG7404.Click photographs - Photos may exist for this station.
 AG7404
 AG7404.The dynamic height is computed by dividing the NAVD 88
 AG7404.geopotential number by the normal gravity value computed on the
 AG7404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7404.degrees latitude (g = 980.6199 gals.).
 AG7404
 AG7404.The modeled gravity was interpolated from observed gravity values.
 AG7404
 AG7404;                    North         East    Units  Estimated Accuracy
 AG7404;SPC FL W     -   372,220.      129,010.      MT  (+/- 180 meters Scaled)
 AG7404
 AG7404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL304641(NAD 83)
 AG7404
 AG7404                          SUPERSEDED SURVEY CONTROL
 AG7404
 AG7404  NAVD 88 (06/15/91)    1.874  (m)            6.15   (f) SUPERSEDED  2 1
 AG7404  NGVD 29 (??/??/92)    2.164  (m)            7.10   (f) ADJ UNCH    2 1
 AG7404
 AG7404.Superseded values are not recommended for survey control.
 AG7404
 AG7404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7404.See file dsdata.pdf to determine how the superseded data were derived.
 AG7404
 AG7404_MARKER: DD = SURVEY DISK
 AG7404_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7404+WITH SETTING: PAVEMENT
 AG7404_SP_SET: MAT FOUNDATION
 AG7404_STAMPING: 6428 E 1976
 AG7404_MARK LOGO: NOS
 AG7404_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7404+STABILITY: SURFACE MOTION
 AG7404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7404+SATELLITE: SATELLITE OBSERVATIONS - June 17, 1990
 AG7404
 AG7404  HISTORY     - Date     Condition        Report By
 AG7404  HISTORY     - 1976     MONUMENTED       NOS
 AG7404  HISTORY     - 1982     GOOD             FLDNR
 AG7404  HISTORY     - 19900617 GOOD             FLDNR
 AG7404  HISTORY     - 20000220 GOOD             USPSQD
 AG7404  HISTORY     - 20091005 MARK NOT FOUND   FLDEP
 AG7404
 AG7404                          STATION DESCRIPTION
 AG7404
 AG7404'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7404'9.9 MI SW FROM ST PETERSBURG.
 AG7404'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 (34TH STREET) AND
 AG7404'1ST AVENUE NORTH IN ST. PETERSBURG, GO 3.6 MILES SOUTH ON U.S. 19
 AG7404'TO THE INTERSECTION OF STATE ROAD 682, GO 2.3 MILES WEST ON STATE
 AG7404'ROAD 682 TO THE JUNCTION OF STATE ROAD 693, GO 1.5 MILES SOUTH ON
 AG7404'STATE ROAD 693 TO TIERRA VERDE AND THE MARK.  THE MARK BEARS 68
 AG7404'FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF THE HIGHWAY,
 AG7404'44 FEET NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF MADONNA
 AG7404'BOULEVARD, AND IS SET IN THE NORTHEAST CORNER OF THE BASE FOR THE
 AG7404'TIERRA VERDE SHOPPING CENTER SIGN.
 AG7404'THE MARK IS 2 FT ABOVE ROAD.
 AG7404
 AG7404                          STATION RECOVERY (1990)
 AG7404
 AG7404'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7404'RECOVERED IN GOOD CONDITION.
 AG7404
 AG7404                          STATION RECOVERY (2000)
 AG7404
 AG7404'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7404'RECOVERED IN GOOD CONDITION.
 AG7404
 AG7404                          STATION RECOVERY (2009)
 AG7404
 AG7404'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BDM)
 AG7404'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9423 ***********************************************************************
 AG9423  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9423  DESIGNATION -  872 6428 F
 AG9423  PID         -  AG9423
 AG9423  STATE/COUNTY-  FL/PINELLAS
 AG9423  COUNTRY     -  US
 AG9423  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG9423
 AG9423                         *CURRENT SURVEY CONTROL
 AG9423  ______________________________________________________________________
 AG9423* NAD 83(1986) POSITION- 27 41 32.     (N) 082 43 11.     (W)   SCALED
 AG9423* NAVD 88 ORTHO HEIGHT -     2.056 (meters)        6.75  (feet) ADJUSTED
 AG9423  ______________________________________________________________________
 AG9423  GEOID HEIGHT    -        -24.365 (meters)                     GEOID18
 AG9423  DYNAMIC HEIGHT  -          2.053 (meters)        6.74  (feet) COMP
 AG9423  MODELED GRAVITY -    979,167.9   (mgal)                       NAVD 88
 AG9423
 AG9423  VERT ORDER      -  SECOND    CLASS I
 AG9423
 AG9423.The horizontal coordinates were scaled from a map and have
 AG9423.an estimated accuracy of +/- 6 seconds.
 AG9423
 AG9423.The orthometric height was determined by differential leveling and
 AG9423.adjusted by the NATIONAL GEODETIC SURVEY
 AG9423.in March 1995.
 AG9423
 AG9423.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9423.GEOID18 height accuracy estimate available here.
 AG9423
 AG9423.This Tidal Bench Mark is designated as VM 12132
 AG9423.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9423
 AG9423.Click photographs - Photos may exist for this station.
 AG9423
 AG9423.The dynamic height is computed by dividing the NAVD 88
 AG9423.geopotential number by the normal gravity value computed on the
 AG9423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9423.degrees latitude (g = 980.6199 gals.).
 AG9423
 AG9423.The modeled gravity was interpolated from observed gravity values.
 AG9423
 AG9423;                    North         East    Units  Estimated Accuracy
 AG9423;SPC FL W     -   372,310.      129,010.      MT  (+/- 180 meters Scaled)
 AG9423
 AG9423_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL304642(NAD 83)
 AG9423
 AG9423                          SUPERSEDED SURVEY CONTROL
 AG9423
 AG9423.No superseded survey control is available for this station.
 AG9423
 AG9423_MARKER: I = METAL ROD
 AG9423_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9423_STAMPING: 6428 F 1990
 AG9423_MARK LOGO: NOS
 AG9423_MAGNETIC: I = MARKER IS A STEEL ROD
 AG9423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9423_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9423+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9423
 AG9423  HISTORY     - Date     Condition        Report By
 AG9423  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9423  HISTORY     - 20000203 MARK NOT FOUND   USPSQD
 AG9423  HISTORY     - 20091005 MARK NOT FOUND   FLDEP
 AG9423
 AG9423                          STATION DESCRIPTION
 AG9423
 AG9423'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9423'THE MARK IS LOCATED AT THE TIERRA VERDE MARINA IN TIERRA VERDE,
 AG9423'PINELLAS COUNTY FLORIDA.  TO REACH FROM THE INTERSECTION OF U.S.
 AG9423'HIGHWAY 19 AND STATE ROAD 682 IN PINELLAS COUNTY GO WEST ON STATE
 AG9423'ROAD 682 FOR 2.3 MI (3.70 KM) TO THE INTERSECTION OF STATE ROAD 682
 AG9423'AND STATE ROAD 679, TURN LEFT GO SOUTHERLY ON STATE ROAD 679 FOR 1.5
 AG9423'MI (2.41 KM) TO THE TIERRA VERDE MARINA AND MARK ON THE RIGHT.  THE
 AG9423'MARK BEARS 38.9 FT (11.86 M) EAST OF THE SOUTHEAST CORNER OF A
 AG9423'CONCRETE PAD FOR AN ELECTRIC TRANSFORMER, 16.0 FT (4.88 M) SOUTHWEST
 AG9423'OF A WOODEN LIGHT POLE, 2.0 FT (0.61 M) SOUTH OF A CHAIN LINK FENCE.
 AG9423
 AG9423                          STATION RECOVERY (2000)
 AG9423
 AG9423'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG9423'MARK NOT FOUND.
 AG9423
 AG9423                          STATION RECOVERY (2009)
 AG9423
 AG9423'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BDM)
 AG9423'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9425 ***********************************************************************
 AG9425  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9425  DESIGNATION -  872 6428 G
 AG9425  PID         -  AG9425
 AG9425  STATE/COUNTY-  FL/PINELLAS
 AG9425  COUNTRY     -  US
 AG9425  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG9425
 AG9425                         *CURRENT SURVEY CONTROL
 AG9425  ______________________________________________________________________
 AG9425* NAD 83(1986) POSITION- 27 41 20.     (N) 082 43 16.     (W)   SCALED
 AG9425* NAVD 88 ORTHO HEIGHT -     1.856 (meters)        6.09  (feet) ADJUSTED
 AG9425  ______________________________________________________________________
 AG9425  GEOID HEIGHT    -        -24.363 (meters)                     GEOID18
 AG9425  DYNAMIC HEIGHT  -          1.853 (meters)        6.08  (feet) COMP
 AG9425  MODELED GRAVITY -    979,167.6   (mgal)                       NAVD 88
 AG9425
 AG9425  VERT ORDER      -  SECOND    CLASS I
 AG9425
 AG9425.The horizontal coordinates were scaled from a map and have
 AG9425.an estimated accuracy of +/- 6 seconds.
 AG9425
 AG9425.The orthometric height was determined by differential leveling and
 AG9425.adjusted by the NATIONAL GEODETIC SURVEY
 AG9425.in March 1995.
 AG9425
 AG9425.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9425.GEOID18 height accuracy estimate available here.
 AG9425
 AG9425.This Tidal Bench Mark is designated as VM 12133
 AG9425.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9425
 AG9425.Click photographs - Photos may exist for this station.
 AG9425
 AG9425.The dynamic height is computed by dividing the NAVD 88
 AG9425.geopotential number by the normal gravity value computed on the
 AG9425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9425.degrees latitude (g = 980.6199 gals.).
 AG9425
 AG9425.The modeled gravity was interpolated from observed gravity values.
 AG9425
 AG9425;                    North         East    Units  Estimated Accuracy
 AG9425;SPC FL W     -   371,940.      128,870.      MT  (+/- 180 meters Scaled)
 AG9425
 AG9425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL302639(NAD 83)
 AG9425
 AG9425                          SUPERSEDED SURVEY CONTROL
 AG9425
 AG9425.No superseded survey control is available for this station.
 AG9425
 AG9425_MARKER: I = METAL ROD
 AG9425_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9425_STAMPING: 6248 G 1990
 AG9425_MARK LOGO: NOS
 AG9425_MAGNETIC: I = MARKER IS A STEEL ROD
 AG9425_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9425+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9425
 AG9425  HISTORY     - Date     Condition        Report By
 AG9425  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9425  HISTORY     - 20000203 MARK NOT FOUND   USPSQD
 AG9425  HISTORY     - 20091005 MARK NOT FOUND   FLDEP
 AG9425
 AG9425                          STATION DESCRIPTION
 AG9425
 AG9425'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9425'THE MARK IS LOCATED IN TIERRA VERDE, PINELLAS COUNTY FLORIDA.  TO
 AG9425'REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE
 AG9425'ROAD 682 IN PINELLAS COUNTY GO WEST ON STATE ROAD 682 FOR 2.3 MI
 AG9425'(3.70 KM) TO THE INTERSECTION OF STATE ROAD 682 AND STATE ROAD 679,
 AG9425'TURN LEFT GO SOUTHERLY ON STATE ROAD 679 FOR 1.6 MI (2.57 KM) TO THE
 AG9425'MARK ON THE RIGHT.  THE MARK IS LOCATED 715.0 FT (217.93 M) SOUTH OF
 AG9425'BENCHMARK 872 6248 E TIDAL, 55.0 FT (16.76 M) SOUTHWEST OF POWERPOLE
 AG9425'NUMBER 135335, 45.0 FT (13.72 M) WEST 0F THE CENTERLINE OF STATE ROAD
 AG9425'679 AND 15.0 FT (4.57 M) EAST OF THE SEAWALL.
 AG9425
 AG9425                          STATION RECOVERY (2000)
 AG9425
 AG9425'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG9425'MARK NOT FOUND.
 AG9425
 AG9425                          STATION RECOVERY (2009)
 AG9425
 AG9425'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BDM)
 AG9425'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3814 ***********************************************************************
 DM3814  DESIGNATION -  872 6428 H
 DM3814  PID         -  DM3814
 DM3814  STATE/COUNTY-  FL/PINELLAS
 DM3814  COUNTRY     -  US
 DM3814  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 DM3814
 DM3814                         *CURRENT SURVEY CONTROL
 DM3814  ______________________________________________________________________
 DM3814* NAD 83(1986) POSITION- 27 41 23.46   (N) 082 43 11.56   (W)   HD_HELD1
 DM3814* NAVD 88 ORTHO HEIGHT -     1.282 (meters)        4.21  (feet) ADJUSTED
 DM3814  ______________________________________________________________________
 DM3814  GEOID HEIGHT    -        -24.365 (meters)                     GEOID18
 DM3814  DYNAMIC HEIGHT  -          1.280 (meters)        4.20  (feet) COMP
 DM3814  MODELED GRAVITY -    979,167.6   (mgal)                       NAVD 88
 DM3814
 DM3814  VERT ORDER      -  SECOND    CLASS I
 DM3814
 DM3814.The horizontal coordinates were determined by differentially corrected
 DM3814.hand held GPS observations or other comparable positioning techniques
 DM3814.and have an estimated accuracy of +/- 3 meters.
 DM3814
 DM3814.The orthometric height was determined by differential leveling and
 DM3814.adjusted by the NATIONAL GEODETIC SURVEY
 DM3814.in January 2011.
 DM3814
 DM3814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3814.GEOID18 height accuracy estimate available here.
 DM3814
 DM3814.Click photographs - Photos may exist for this station.
 DM3814
 DM3814.The dynamic height is computed by dividing the NAVD 88
 DM3814.geopotential number by the normal gravity value computed on the
 DM3814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3814.degrees latitude (g = 980.6199 gals.).
 DM3814
 DM3814.The modeled gravity was interpolated from observed gravity values.
 DM3814
 DM3814;                    North         East    Units  Estimated Accuracy
 DM3814;SPC FL W     -   372,048.4     128,992.9     MT  (+/- 3 meters HH1 GPS) 
 DM3814
 DM3814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3040164029(NAD 83)
 DM3814
 DM3814                          SUPERSEDED SURVEY CONTROL
 DM3814
 DM3814.No superseded survey control is available for this station.
 DM3814
 DM3814_MARKER: DD = SURVEY DISK
 DM3814_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM3814_SP_SET: SEAWALL
 DM3814_STAMPING: 6428 H 2009
 DM3814_MARK LOGO: FLDEP
 DM3814_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3814+STABILITY: SURFACE MOTION
 DM3814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3814+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2021
 DM3814
 DM3814  HISTORY     - Date     Condition        Report By
 DM3814  HISTORY     - 20091105 MONUMENTED       FLDEP
 DM3814  HISTORY     - 20180628 GOOD             SWFWMD
 DM3814  HISTORY     - 20210609 GOOD             FGLDSV
 DM3814
 DM3814                          STATION DESCRIPTION
 DM3814
 DM3814'DESCRIBED BY FL DEPT OF ENV PRO 2009
 DM3814'THE MARK IS ABOUT 11.2 MI (18.0 KM) SOUTH-SOUTHEAST OF SEMINOLE, 11.0
 DM3814'MI (17.7 KM) NORTH OF ANNA MARIA, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF
 DM3814'SAINT PETERSBURG, IN SECTION 20, TOWNSHIP 32 SOUTH, RANGE 16 EAST.
 DM3814'
 DM3814'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 AND FIRST
 DM3814'AVENUE NORTH IN ST PETERSBURG, GO SOUTH ON U.S. HIGHWAY 19 FOR 3.6 MI
 DM3814'(5.8 KM) TO THE INTERSECTION OF STATE ROAD 679 TURN RIGHT ON STATE
 DM3814'ROAD 679 AND GO WEST FOR 2.3 MI (3.7 KM) TO THE INTERSECTION OF STATE
 DM3814'ROAD 679 ON THE LEFT, SUN BOULEVARD WEST ON THE RIGHT AND STATE ROAD
 DM3814'682 STRIATE AHEAD.  TURN LEFT ON STATE ROAD 679 AND GO SOUTH FOR 1.6
 DM3814'MI (2.6 KM) TO THE JUNCTION OF TIERRA VERDE ON THE LEFT AND THE MARK
 DM3814'ON THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE SEAWALL AT THE
 DM3814'NORTHEAST CORNER.
 DM3814'
 DM3814'LOCATED 56.2 FT (17.1 M) SOUTH OF A UTILITY POLE WITH A STREET LIGHT
 DM3814'ATTACHED, 53.1 FT (16.2 M) SOUTHEAST OF THE APPROXIMATE CENTERLINE OF
 DM3814'STATE ROAD 679, 31.8 FT (9.7 M) EAST OF THE WEST CURB OF THE
 DM3814'NORTHBOUND LANES OF STATE ROAD 679, 23.6 FT (7.2 M) NORTHWEST OF A
 DM3814'CONCRETE STUCCO CORNER POST, 1.4 FT (0.4 M) NORTH-NORTHEAST OF THE
 DM3814'WESTERN MOST EDGE OF THE SEAWALL AND 0.8 FT (24 CM) SOUTHEAST OF A
 DM3814'CARSONITE WITNESS POST.
 DM3814
 DM3814                          STATION RECOVERY (2018)
 DM3814
 DM3814'RECOVERY NOTE BY SW FL WTR MGMT DIST 2018 (WKH)
 DM3814'RECOVERED IN GOOD CONDITION.
 DM3814
 DM3814                          STATION RECOVERY (2021)
 DM3814
 DM3814'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2021 (JKI)
 DM3814'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3815 ***********************************************************************
 DM3815  DESIGNATION -  872 6428 J
 DM3815  PID         -  DM3815
 DM3815  STATE/COUNTY-  FL/PINELLAS
 DM3815  COUNTRY     -  US
 DM3815  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 DM3815
 DM3815                         *CURRENT SURVEY CONTROL
 DM3815  ______________________________________________________________________
 DM3815* NAD 83(1986) POSITION- 27 41 23.8    (N) 082 43 14.5    (W)   HD_HELD2
 DM3815* NAVD 88 ORTHO HEIGHT -     2.143 (meters)        7.03  (feet) ADJUSTED
 DM3815  ______________________________________________________________________
 DM3815  GEOID HEIGHT    -        -24.364 (meters)                     GEOID18
 DM3815  DYNAMIC HEIGHT  -          2.140 (meters)        7.02  (feet) COMP
 DM3815  MODELED GRAVITY -    979,167.7   (mgal)                       NAVD 88
 DM3815
 DM3815  VERT ORDER      -  SECOND    CLASS I
 DM3815
 DM3815.The horizontal coordinates were established by autonomous hand held GPS
 DM3815.observations and have an estimated accuracy of +/- 10 meters.
 DM3815
 DM3815.The orthometric height was determined by differential leveling and
 DM3815.adjusted by the NATIONAL GEODETIC SURVEY
 DM3815.in January 2011.
 DM3815
 DM3815.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3815.GEOID18 height accuracy estimate available here.
 DM3815
 DM3815.Click photographs - Photos may exist for this station.
 DM3815
 DM3815.The dynamic height is computed by dividing the NAVD 88
 DM3815.geopotential number by the normal gravity value computed on the
 DM3815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3815.degrees latitude (g = 980.6199 gals.).
 DM3815
 DM3815.The modeled gravity was interpolated from observed gravity values.
 DM3815
 DM3815;                    North         East    Units  Estimated Accuracy
 DM3815;SPC FL W     -   372,059.      128,912.      MT  (+/- 10 meters HH2 GPS)
 DM3815
 DM3815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3032064040(NAD 83)
 DM3815
 DM3815                          SUPERSEDED SURVEY CONTROL
 DM3815
 DM3815.No superseded survey control is available for this station.
 DM3815
 DM3815_MARKER: DD = SURVEY DISK
 DM3815_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DM3815_SP_SET: SIGN BASE
 DM3815_STAMPING: 6428 J 2009
 DM3815_MARK LOGO: FLDEP
 DM3815_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3815+STABILITY: SURFACE MOTION
 DM3815_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3815+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2009
 DM3815
 DM3815  HISTORY     - Date     Condition        Report By
 DM3815  HISTORY     - 20091105 MONUMENTED       FLDEP
 DM3815
 DM3815                          STATION DESCRIPTION
 DM3815
 DM3815'DESCRIBED BY FL DEPT OF ENV PRO 2009
 DM3815'THE MARK IS ABOUT 11.2 MI (18.0 KM) SOUTH-SOUTHEAST OF SEMINOLE, 11.0
 DM3815'MI (17.7 KM) NORTH OF ANNA MARIA, 6.1 MI (9.8 KM) SOUTH-SOUTHWEST OF
 DM3815'SAINT PETERSBURG, IN SECTION 20, TOWNSHIP 32 SOUTH, RANGE 16 EAST.
 DM3815'
 DM3815'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 19 AND FIRST
 DM3815'AVENUE NORTH IN ST PETERSBURG, GO SOUTH ON U.S. HIGHWAY 19 FOR 3.6 MI
 DM3815'(5.8 KM) TO THE INTERSECTION OF STATE ROAD 679 TURN RIGHT ON STATE
 DM3815'ROAD 679 AND GO WEST FOR 2.3 MI (3.7 KM) TO THE INTERSECTION OF STATE
 DM3815'ROAD 679 ON THE LEFT, SUN BOULEVARD WEST ON THE RIGHT AND STATE ROAD
 DM3815'682 STRIATE AHEAD.  TURN LEFT ON STATE ROAD 679 AND GO SOUTH FOR 1.6
 DM3815'MI (2.6 KM) TO THE JUNCTION OF TIERRA VERDE ON THE LEFT AND THE MARK
 DM3815'ON THE RIGHT, SET FLUSH IN THE TOP OF A CONCRETE BASE OF THE SIGN FOR
 DM3815'TIERRA VERDE RESORT MARINA AND ABOUT 1.0 FT (0.3 M) ABOVE THE LEVEL OF
 DM3815'THE ENTRANCE-EXIT PAVEMENT.
 DM3815'
 DM3815'LOCATED 95.8 FT (29.2 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DM3815'THE SOUTHBOUND LANES OF STATE ROAD 679, 49.3 FT (15.0 M)
 DM3815'WEST-SOUTHWEST OF A YELLOW FIRE HYDRANT, 18.6 FT (5.7 M) NORTHWEST OF
 DM3815'A UTILITY POLE WITH 2 LIGHTS ATTACHED, 10.4 FT (3.2 M) NORTHEAST OF
 DM3815'THE CENTERLINE OF THE SOUTHWESTERN EXIT LANE, 9.4 FT (2.9 M) SOUTHWEST
 DM3815'OF THE CENTERLINE OF NORTHEASTERN ENTRANCE LANE AND 0.9 FT (27 CM)
 DM3815'SOUTHEAST OF THE STEEL I-BEAM FOR THE SIGN FOR TERRA VERDE MARINA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7462 ***********************************************************************
 AG7462  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7462  DESIGNATION -  872 6430 A TIDAL
 AG7462  PID         -  AG7462
 AG7462  STATE/COUNTY-  FL/PINELLAS
 AG7462  COUNTRY     -  US
 AG7462  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7462
 AG7462                         *CURRENT SURVEY CONTROL
 AG7462  ______________________________________________________________________
 AG7462* NAD 83(1986) POSITION- 27 41 09.     (N) 082 44 17.     (W)   SCALED
 AG7462* NAVD 88 ORTHO HEIGHT -     1.260 (meters)        4.13  (feet) ADJUSTED
 AG7462  ______________________________________________________________________
 AG7462  GEOID HEIGHT    -        -24.339 (meters)                     GEOID18
 AG7462  DYNAMIC HEIGHT  -          1.258 (meters)        4.13  (feet) COMP
 AG7462  MODELED GRAVITY -    979,167.8   (mgal)                       NAVD 88
 AG7462
 AG7462  VERT ORDER      -  SECOND    CLASS I
 AG7462
 AG7462.The horizontal coordinates were scaled from a map and have
 AG7462.an estimated accuracy of +/- 6 seconds.
 AG7462
 AG7462.The orthometric height was determined by differential leveling and
 AG7462.adjusted by the NATIONAL GEODETIC SURVEY
 AG7462.in June 1991.
 AG7462
 AG7462.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7462.GEOID18 height accuracy estimate available here.
 AG7462
 AG7462.This Tidal Bench Mark is designated as VM 12121
 AG7462.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7462
 AG7462.Click photographs - Photos may exist for this station.
 AG7462
 AG7462.The dynamic height is computed by dividing the NAVD 88
 AG7462.geopotential number by the normal gravity value computed on the
 AG7462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7462.degrees latitude (g = 980.6199 gals.).
 AG7462
 AG7462.The modeled gravity was interpolated from observed gravity values.
 AG7462
 AG7462;                    North         East    Units  Estimated Accuracy
 AG7462;SPC FL W     -   371,610.      127,200.      MT  (+/- 180 meters Scaled)
 AG7462
 AG7462_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL286636(NAD 83)
 AG7462
 AG7462                          SUPERSEDED SURVEY CONTROL
 AG7462
 AG7462  NGVD 29 (??/??/92)    1.540  (m)            5.05   (f) ADJ UNCH    2 1
 AG7462
 AG7462.Superseded values are not recommended for survey control.
 AG7462
 AG7462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7462.See file dsdata.pdf to determine how the superseded data were derived.
 AG7462
 AG7462_MARKER: DD = SURVEY DISK
 AG7462_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7462_SP_SET: DECK
 AG7462_STAMPING: 6430 A 1976
 AG7462_MARK LOGO: NOS
 AG7462_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7462+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2006
 AG7462
 AG7462  HISTORY     - Date     Condition        Report By
 AG7462  HISTORY     - 1976     MONUMENTED       NOS
 AG7462  HISTORY     - 1982     GOOD             FLDNR
 AG7462  HISTORY     - 1983     GOOD             FLDNR
 AG7462  HISTORY     - 19990202 GOOD             USPSQD
 AG7462  HISTORY     - 20000202 GOOD             USPSQD
 AG7462  HISTORY     - 20010302 GOOD             USPSQD
 AG7462  HISTORY     - 20010331 GOOD             NGS
 AG7462  HISTORY     - 20061103 GOOD             USPSQD
 AG7462  HISTORY     - 20190110 MARK NOT FOUND   HSS
 AG7462
 AG7462                          STATION DESCRIPTION
 AG7462
 AG7462'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7462'IN PASS A GRILLE BEACH.
 AG7462'THE MARK IS AT PASS-A-GRILLE BEACH AT THE SOUTH END OF GULF WAY,
 AG7462'SET IN THE CONCRETE DECK AT THE WEST END OF A FISHING JETTY, 36
 AG7462'FEET EAST OF THE WEST END OF THE JETTY, AND 2 FEET NORTHWEST OF
 AG7462'THE SOUTHEAST CORNER OF THE DECK.
 AG7462
 AG7462                          STATION RECOVERY (1983)
 AG7462
 AG7462'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7462'RECOVERED IN GOOD CONDITION.
 AG7462
 AG7462                          STATION RECOVERY (1999)
 AG7462
 AG7462'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7462'RECOVERED IN GOOD CONDITION.
 AG7462
 AG7462                          STATION RECOVERY (2000)
 AG7462
 AG7462'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7462'RECOVERED IN GOOD CONDITION.
 AG7462
 AG7462                          STATION RECOVERY (2001)
 AG7462
 AG7462'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG7462'RECOVERED IN GOOD CONDITION.
 AG7462
 AG7462                          STATION RECOVERY (2001)
 AG7462
 AG7462'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7462'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7462
 AG7462                          STATION RECOVERY (2006)
 AG7462
 AG7462'RECOVERY NOTE BY US POWER SQUADRON 2006 (RLS)
 AG7462'RECOVERED IN GOOD CONDITION.
 AG7462
 AG7462                          STATION RECOVERY (2019)
 AG7462
 AG7462'RECOVERY NOTE BY HYATT SURVEY SERVICES 2019 (SC)
 AG7462'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7460 ***********************************************************************
 AG7460  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7460  DESIGNATION -  872 6430 B TIDAL
 AG7460  PID         -  AG7460
 AG7460  STATE/COUNTY-  FL/PINELLAS
 AG7460  COUNTRY     -  US
 AG7460  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7460
 AG7460                         *CURRENT SURVEY CONTROL
 AG7460  ______________________________________________________________________
 AG7460* NAD 83(1986) POSITION- 27 41 01.     (N) 082 44 17.     (W)   SCALED
 AG7460* NAVD 88 ORTHO HEIGHT -     1.749 (meters)        5.74  (feet) ADJUSTED
 AG7460  ______________________________________________________________________
 AG7460  GEOID HEIGHT    -        -24.338 (meters)                     GEOID18
 AG7460  DYNAMIC HEIGHT  -          1.746 (meters)        5.73  (feet) COMP
 AG7460  MODELED GRAVITY -    979,167.5   (mgal)                       NAVD 88
 AG7460
 AG7460  VERT ORDER      -  SECOND    CLASS I
 AG7460
 AG7460.The horizontal coordinates were scaled from a map and have
 AG7460.an estimated accuracy of +/- 6 seconds.
 AG7460
 AG7460.The orthometric height was determined by differential leveling and
 AG7460.adjusted by the NATIONAL GEODETIC SURVEY
 AG7460.in June 1991.
 AG7460
 AG7460.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7460.GEOID18 height accuracy estimate available here.
 AG7460
 AG7460.This Tidal Bench Mark is designated as VM 12122
 AG7460.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7460
 AG7460.Click photographs - Photos may exist for this station.
 AG7460
 AG7460.The dynamic height is computed by dividing the NAVD 88
 AG7460.geopotential number by the normal gravity value computed on the
 AG7460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7460.degrees latitude (g = 980.6199 gals.).
 AG7460
 AG7460.The modeled gravity was interpolated from observed gravity values.
 AG7460
 AG7460;                    North         East    Units  Estimated Accuracy
 AG7460;SPC FL W     -   371,370.      127,200.      MT  (+/- 180 meters Scaled)
 AG7460
 AG7460_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285633(NAD 83)
 AG7460
 AG7460                          SUPERSEDED SURVEY CONTROL
 AG7460
 AG7460  NGVD 29 (??/??/92)    2.030  (m)            6.66   (f) ADJ UNCH    2 1
 AG7460
 AG7460.Superseded values are not recommended for survey control.
 AG7460
 AG7460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7460.See file dsdata.pdf to determine how the superseded data were derived.
 AG7460
 AG7460_MARKER: DD = SURVEY DISK
 AG7460_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7460_STAMPING: 6430 B 1976
 AG7460_MARK LOGO: NOS
 AG7460_PROJECTION: PROJECTING 5 CENTIMETERS
 AG7460_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7460_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7460+SATELLITE: SATELLITE OBSERVATIONS - November 03, 2006
 AG7460_ROD/PIPE-DEPTH: 12.2 meters
 AG7460
 AG7460  HISTORY     - Date     Condition        Report By
 AG7460  HISTORY     - 1976     MONUMENTED       NOS
 AG7460  HISTORY     - 1982     GOOD             FLDNR
 AG7460  HISTORY     - 1983     GOOD             FLDNR
 AG7460  HISTORY     - 19990202 GOOD             USPSQD
 AG7460  HISTORY     - 20000202 GOOD             USPSQD
 AG7460  HISTORY     - 20010302 GOOD             USPSQD
 AG7460  HISTORY     - 20010331 GOOD             NGS
 AG7460  HISTORY     - 20061103 GOOD             USPSQD
 AG7460
 AG7460                          STATION DESCRIPTION
 AG7460
 AG7460'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7460'IN PASS A GRILLE BEACH.
 AG7460'THE MARK IS AT PASS-A-GRILLE BEACH AT THE JUNCTION OF 4TH AVENUE
 AG7460'WITH GULF WAY.  THE MARK BEARS 19 FEET WEST OF THE CENTERLINE OF
 AG7460'GULF WAY AND 3 FEET EAST OF CONCRETE POWER POLE 108780.
 AG7460'THE MARK IS 2 FT  E FROM A WITNESS POST.
 AG7460
 AG7460                          STATION RECOVERY (1983)
 AG7460
 AG7460'RECOVERY NOTE BY FL DEPT OF NAT RES 1983
 AG7460'RECOVERED IN GOOD CONDITION.
 AG7460
 AG7460                          STATION RECOVERY (1999)
 AG7460
 AG7460'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7460'RECOVERED IN GOOD CONDITION.
 AG7460
 AG7460                          STATION RECOVERY (2000)
 AG7460
 AG7460'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7460'RECOVERED IN GOOD CONDITION.
 AG7460
 AG7460                          STATION RECOVERY (2001)
 AG7460
 AG7460'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG7460'NO WITNESS POST IS PRESENT. ADD, THE MARK IS ON THE EXTENDED
 AG7460'CENTERLINE OF 4TH AVENUE, 6 INCHES WEST OF THE BACK OF CURB.
 AG7460
 AG7460                          STATION RECOVERY (2001)
 AG7460
 AG7460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7460'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7460
 AG7460                          STATION RECOVERY (2006)
 AG7460
 AG7460'RECOVERY NOTE BY US POWER SQUADRON 2006 (RLS)
 AG7460'THERE IS NO WITNESS POST.  THE STATION IS 0.4 FT. BELOW THE SURFACE
 AG7460'ENCASED BY A 4 INCH PVC PIPE.  EXTENSIVE TREES AND BUILDINGS TO THE NE
 AG7460'MAKE SATELITE OBSERVATIONS QUESTIONABLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7730 ***********************************************************************
 AG7730  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7730  DESIGNATION -  872 6430 G TIDAL
 AG7730  PID         -  AG7730
 AG7730  STATE/COUNTY-  FL/PINELLAS
 AG7730  COUNTRY     -  US
 AG7730  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7730
 AG7730                         *CURRENT SURVEY CONTROL
 AG7730  ______________________________________________________________________
 AG7730* NAD 83(1986) POSITION- 27 41 01.     (N) 082 44 17.     (W)   SCALED
 AG7730* NAVD 88 ORTHO HEIGHT -     1.670 (meters)        5.48  (feet) ADJUSTED
 AG7730  ______________________________________________________________________
 AG7730  GEOID HEIGHT    -        -24.338 (meters)                     GEOID18
 AG7730  DYNAMIC HEIGHT  -          1.668 (meters)        5.47  (feet) COMP
 AG7730  MODELED GRAVITY -    979,167.5   (mgal)                       NAVD 88
 AG7730
 AG7730  VERT ORDER      -  SECOND    CLASS I
 AG7730
 AG7730.The horizontal coordinates were scaled from a map and have
 AG7730.an estimated accuracy of +/- 6 seconds.
 AG7730
 AG7730.The orthometric height was determined by differential leveling and
 AG7730.adjusted by the NATIONAL GEODETIC SURVEY
 AG7730.in June 1991.
 AG7730
 AG7730.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7730.GEOID18 height accuracy estimate available here.
 AG7730
 AG7730.This Tidal Bench Mark is designated as VM 12421
 AG7730.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7730
 AG7730.Click photographs - Photos may exist for this station.
 AG7730
 AG7730.The dynamic height is computed by dividing the NAVD 88
 AG7730.geopotential number by the normal gravity value computed on the
 AG7730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7730.degrees latitude (g = 980.6199 gals.).
 AG7730
 AG7730.The modeled gravity was interpolated from observed gravity values.
 AG7730
 AG7730;                    North         East    Units  Estimated Accuracy
 AG7730;SPC FL W     -   371,370.      127,200.      MT  (+/- 180 meters Scaled)
 AG7730
 AG7730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285633(NAD 83)
 AG7730
 AG7730                          SUPERSEDED SURVEY CONTROL
 AG7730
 AG7730.No superseded survey control is available for this station.
 AG7730
 AG7730_MARKER: DJ = TIDAL STATION DISK
 AG7730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7730_STAMPING: 6430 G 1983
 AG7730_MARK LOGO: NOS
 AG7730_PROJECTION: FLUSH
 AG7730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7730+STABILITY: SURFACE MOTION
 AG7730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7730+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2001
 AG7730
 AG7730  HISTORY     - Date     Condition        Report By
 AG7730  HISTORY     - 1983     MONUMENTED       FLDNR
 AG7730  HISTORY     - 19990202 GOOD             USPSQD
 AG7730  HISTORY     - 20000203 GOOD             USPSQD
 AG7730  HISTORY     - 20010302 GOOD             USPSQD
 AG7730  HISTORY     - 20010331 GOOD             NGS
 AG7730  HISTORY     - 20061103 MARK NOT FOUND   USPSQD
 AG7730
 AG7730                          STATION DESCRIPTION
 AG7730
 AG7730'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7730'IN PASS A GRILLE BEACH.
 AG7730'THE MARK IS AT THE JUNCTION OF 2ND AVENUE WITH GULF WAY IN
 AG7730'PASS-A-GRILLE BEACH.  THE MARK BEARS 34.7 FEET WEST OF THE CENTERLINE
 AG7730'OF GULF WAY, 7.5 FEET SOUTH-SOUTHEAST OF CONCRETE POWER POLE 108784,
 AG7730'3.3 FEET EAST OF A 3-FOOT HIGH CONCRETE WALL, 17.3 FEET NORTH OF
 AG7730'PARKING METER 11, AND IS IN LINE WITH THE EXTENDED CENTERLINE OF 2ND
 AG7730'AVENUE.  THE MARK WAS SET TO REPLACE BENCH MARK 872 6430 A 1976 WHICH
 AG7730'IS TO BE DESTROYED WHEN THE JETTY IS REBUILT.
 AG7730
 AG7730                          STATION RECOVERY (1999)
 AG7730
 AG7730'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7730'RECOVERED IN GOOD CONDITION.
 AG7730
 AG7730                          STATION RECOVERY (2000)
 AG7730
 AG7730'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7730'RECOVERED IN GOOD CONDITION.
 AG7730
 AG7730                          STATION RECOVERY (2001)
 AG7730
 AG7730'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG7730'RECOVERED IN GOOD CONDITION.
 AG7730
 AG7730                          STATION RECOVERY (2001)
 AG7730
 AG7730'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7730'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7730
 AG7730                          STATION RECOVERY (2006)
 AG7730
 AG7730'RECOVERY NOTE BY US POWER SQUADRON 2006 (RLS)
 AG7730'THERE IS A LARGE ELECTRICAL JUNCTION BOX AT THIS LOCATION.  NEW STREET
 AG7730'LIGHTING HAS BEEN INSTALLED AND IT IS LIKELY THAT THE MARK WAS
 AG7730'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7729 ***********************************************************************
 AG7729  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7729  DESIGNATION -  872 6430 H TIDAL
 AG7729  PID         -  AG7729
 AG7729  STATE/COUNTY-  FL/PINELLAS
 AG7729  COUNTRY     -  US
 AG7729  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7729
 AG7729                         *CURRENT SURVEY CONTROL
 AG7729  ______________________________________________________________________
 AG7729* NAD 83(1986) POSITION- 27 41 01.     (N) 082 44 17.     (W)   SCALED
 AG7729* NAVD 88 ORTHO HEIGHT -     1.814 (meters)        5.95  (feet) ADJUSTED
 AG7729  ______________________________________________________________________
 AG7729  GEOID HEIGHT    -        -24.338 (meters)                     GEOID18
 AG7729  DYNAMIC HEIGHT  -          1.812 (meters)        5.94  (feet) COMP
 AG7729  MODELED GRAVITY -    979,167.5   (mgal)                       NAVD 88
 AG7729
 AG7729  VERT ORDER      -  SECOND    CLASS I
 AG7729
 AG7729.The horizontal coordinates were scaled from a map and have
 AG7729.an estimated accuracy of +/- 6 seconds.
 AG7729
 AG7729.The orthometric height was determined by differential leveling and
 AG7729.adjusted by the NATIONAL GEODETIC SURVEY
 AG7729.in June 1991.
 AG7729
 AG7729.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7729.GEOID18 height accuracy estimate available here.
 AG7729
 AG7729.This Tidal Bench Mark is designated as VM 12422
 AG7729.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7729
 AG7729.Click photographs - Photos may exist for this station.
 AG7729
 AG7729.The dynamic height is computed by dividing the NAVD 88
 AG7729.geopotential number by the normal gravity value computed on the
 AG7729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7729.degrees latitude (g = 980.6199 gals.).
 AG7729
 AG7729.The modeled gravity was interpolated from observed gravity values.
 AG7729
 AG7729;                    North         East    Units  Estimated Accuracy
 AG7729;SPC FL W     -   371,370.      127,200.      MT  (+/- 180 meters Scaled)
 AG7729
 AG7729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL285633(NAD 83)
 AG7729
 AG7729                          SUPERSEDED SURVEY CONTROL
 AG7729
 AG7729.No superseded survey control is available for this station.
 AG7729
 AG7729_MARKER: DD = SURVEY DISK
 AG7729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7729_STAMPING: 6430 H 1983
 AG7729_MARK LOGO: NOS
 AG7729_PROJECTION: RECESSED 3 CENTIMETERS
 AG7729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7729+STABILITY: SURFACE MOTION
 AG7729
 AG7729  HISTORY     - Date     Condition        Report By
 AG7729  HISTORY     - 1983     MONUMENTED       FLDNR
 AG7729  HISTORY     - 19990202 MARK NOT FOUND   USPSQD
 AG7729  HISTORY     - 20000203 MARK NOT FOUND   USPSQD
 AG7729  HISTORY     - 20010302 MARK NOT FOUND   USPSQD
 AG7729  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG7729
 AG7729                          STATION DESCRIPTION
 AG7729
 AG7729'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7729'IN PASS A GRILLE BEACH.
 AG7729'THE MARK IS AT THE JUNCTION OF 6TH AVENUE WITH GULF WAY IN
 AG7729'PASS-A-GRILLE BEACH.  THE MARK BEARS 29.6 FEET WEST OF THE CENTERLINE
 AG7729'OF GULF WAY, 36.5 FEET SOUTH OF THE EXTENDED CENTERLINE OF 6TH AVENUE,
 AG7729'6.8 FEET SOUTH OF PARKING METER 40, 15.6 FEET NORTH OF PARKING METER
 AG7729'39, AND 2.8 FEET EAST OF A 3-FOOT HIGH CONCRETE WALL.
 AG7729
 AG7729                          STATION RECOVERY (1999)
 AG7729
 AG7729'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7729'MARK NOT FOUND.
 AG7729
 AG7729                          STATION RECOVERY (2000)
 AG7729
 AG7729'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG7729'MARK NOT FOUND.
 AG7729
 AG7729                          STATION RECOVERY (2001)
 AG7729
 AG7729'RECOVERY NOTE BY US POWER SQUADRON 2001 (KNB)
 AG7729'THE PARKING METERS HAVE BEEN REMOVED. THE BASE OF A PALM TREE NOW
 AG7729'COVERS THE LOCATION DESCRIBED.
 AG7729
 AG7729                          STATION RECOVERY (2001)
 AG7729
 AG7729'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7729'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7551 ***********************************************************************
 AG7551  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7551  DESIGNATION -  872 6436 B TIDAL
 AG7551  PID         -  AG7551
 AG7551  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7551  COUNTRY     -  US
 AG7551  USGS QUAD   -  RUSKIN (2018)
 AG7551
 AG7551                         *CURRENT SURVEY CONTROL
 AG7551  ______________________________________________________________________
 AG7551* NAD 83(1986) POSITION- 27 42 16.19   (N) 082 26 43.56   (W)   HD_HELD1
 AG7551* NAVD 88 ORTHO HEIGHT -     3.557 (meters)       11.67  (feet) ADJUSTED
 AG7551  ______________________________________________________________________
 AG7551  GEOID HEIGHT    -        -24.779 (meters)                     GEOID18
 AG7551  DYNAMIC HEIGHT  -          3.552 (meters)       11.65  (feet) COMP
 AG7551  MODELED GRAVITY -    979,158.2   (mgal)                       NAVD 88
 AG7551
 AG7551  VERT ORDER      -  FIRST     CLASS II
 AG7551
 AG7551.The horizontal coordinates were determined by differentially corrected
 AG7551.hand held GPS observations or other comparable positioning techniques
 AG7551.and have an estimated accuracy of +/- 3 meters.
 AG7551
 AG7551.The orthometric height was determined by differential leveling and
 AG7551.adjusted by the NATIONAL GEODETIC SURVEY
 AG7551.in July 2009.
 AG7551
 AG7551.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7551.GEOID18 height accuracy estimate available here.
 AG7551
 AG7551.This Tidal Bench Mark is designated as VM 12117
 AG7551.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7551
 AG7551.Click photographs - Photos may exist for this station.
 AG7551
 AG7551.The dynamic height is computed by dividing the NAVD 88
 AG7551.geopotential number by the normal gravity value computed on the
 AG7551.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7551.degrees latitude (g = 980.6199 gals.).
 AG7551
 AG7551.The modeled gravity was interpolated from observed gravity values.
 AG7551
 AG7551;                    North         East    Units  Estimated Accuracy
 AG7551;SPC FL W     -   373,543.5     156,069.7     MT  (+/- 3 meters HH1 GPS) 
 AG7551
 AG7551_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5748665304(NAD 83)
 AG7551
 AG7551                          SUPERSEDED SURVEY CONTROL
 AG7551
 AG7551  NAVD 88 (06/15/91)    3.554  (m)           11.66   (f) SUPERSEDED  2 1
 AG7551
 AG7551.Superseded values are not recommended for survey control.
 AG7551
 AG7551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7551.See file dsdata.pdf to determine how the superseded data were derived.
 AG7551
 AG7551_MARKER: DD = SURVEY DISK
 AG7551_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7551_SP_SET: DRAIN BOX
 AG7551_STAMPING: 6436 B 1977
 AG7551_MARK LOGO: NOS
 AG7551_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7551+STABILITY: SURFACE MOTION
 AG7551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7551+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2007
 AG7551
 AG7551  HISTORY     - Date     Condition        Report By
 AG7551  HISTORY     - 1977     MONUMENTED       NOS
 AG7551  HISTORY     - 1982     GOOD             FLDNR
 AG7551  HISTORY     - 19910326 GOOD             USPSQD
 AG7551  HISTORY     - 20070802 GOOD             FLDEP
 AG7551
 AG7551                          STATION DESCRIPTION
 AG7551
 AG7551'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7551'1.85 MI SW FROM RUSKIN.
 AG7551'BEGIN AT THE RUSKIN POST OFFICE, GO 1.85 MILES SOUTHWEST
 AG7551'ON U.S. HIGHWAY 41 TO THE BRIDGE OVER THE LITTLE MANATEE
 AG7551'RIVER AND THE MARK VICINITY.
 AG7551'THE MARK BEARS 37.6 FEET SOUTH OF THE CENTERLINE OF U.S.
 AG7551'41 SOUTHBOUND, 31.6 FEET NORTH OF THE CENTERLINE OF U.S.
 AG7551'41 NORTHBOUND, 75.7 FEET EAST OF THE WEST EDGE OF THE
 AG7551'MEDIAN CURB FOR A CROSS-OVER ROAD EAST OF THE BRIDGE,
 AG7551'AND 0.5 FOOT WEST OF A WITNESS POST.
 AG7551'THE MARK IS 2 FT BELOW ROAD.
 AG7551
 AG7551                          STATION RECOVERY (1991)
 AG7551
 AG7551'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7551'RECOVERED IN GOOD CONDITION.
 AG7551
 AG7551                          STATION RECOVERY (2007)
 AG7551
 AG7551'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7551'RECOVERED IN GOOD CONDITION.  THE MARK IS ON U.S. HIGHWAY 41, 1.1 MI
 AG7551'(1.8 KM) SOUTH OF STATE HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7552 ***********************************************************************
 AG7552  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7552  DESIGNATION -  872 6436 C TIDAL
 AG7552  PID         -  AG7552
 AG7552  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7552  COUNTRY     -  US
 AG7552  USGS QUAD   -  RUSKIN (2018)
 AG7552
 AG7552                         *CURRENT SURVEY CONTROL
 AG7552  ______________________________________________________________________
 AG7552* NAD 83(1986) POSITION- 27 42 15.96   (N) 082 26 45.36   (W)   HD_HELD1
 AG7552* NAVD 88 ORTHO HEIGHT -     4.342 (meters)       14.25  (feet) ADJUSTED
 AG7552  ______________________________________________________________________
 AG7552  GEOID HEIGHT    -        -24.779 (meters)                     GEOID18
 AG7552  DYNAMIC HEIGHT  -          4.336 (meters)       14.23  (feet) COMP
 AG7552  MODELED GRAVITY -    979,158.2   (mgal)                       NAVD 88
 AG7552
 AG7552  VERT ORDER      -  FIRST     CLASS II
 AG7552
 AG7552.The horizontal coordinates were determined by differentially corrected
 AG7552.hand held GPS observations or other comparable positioning techniques
 AG7552.and have an estimated accuracy of +/- 3 meters.
 AG7552
 AG7552.The orthometric height was determined by differential leveling and
 AG7552.adjusted by the NATIONAL GEODETIC SURVEY
 AG7552.in July 2009.
 AG7552
 AG7552.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7552.GEOID18 height accuracy estimate available here.
 AG7552
 AG7552.This Tidal Bench Mark is designated as VM 12118
 AG7552.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7552
 AG7552.Click photographs - Photos may exist for this station.
 AG7552
 AG7552.The dynamic height is computed by dividing the NAVD 88
 AG7552.geopotential number by the normal gravity value computed on the
 AG7552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7552.degrees latitude (g = 980.6199 gals.).
 AG7552
 AG7552.The modeled gravity was interpolated from observed gravity values.
 AG7552
 AG7552;                    North         East    Units  Estimated Accuracy
 AG7552;SPC FL W     -   373,536.6     156,020.4     MT  (+/- 3 meters HH1 GPS) 
 AG7552
 AG7552_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5743765298(NAD 83)
 AG7552
 AG7552                          SUPERSEDED SURVEY CONTROL
 AG7552
 AG7552  NAVD 88 (06/15/91)    4.338  (m)           14.23   (f) SUPERSEDED  2 1
 AG7552
 AG7552.Superseded values are not recommended for survey control.
 AG7552
 AG7552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7552.See file dsdata.pdf to determine how the superseded data were derived.
 AG7552
 AG7552_MARKER: DD = SURVEY DISK
 AG7552_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7552_SP_SET: DRAIN BOX
 AG7552_STAMPING: 6436 C 1977
 AG7552_MARK LOGO: NOS
 AG7552_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7552+STABILITY: SURFACE MOTION
 AG7552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7552+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2007
 AG7552
 AG7552  HISTORY     - Date     Condition        Report By
 AG7552  HISTORY     - 1977     MONUMENTED       NOS
 AG7552  HISTORY     - 1982     GOOD             FLDNR
 AG7552  HISTORY     - 19910326 GOOD             USPSQD
 AG7552  HISTORY     - 20070802 GOOD             FLDEP
 AG7552
 AG7552                          STATION DESCRIPTION
 AG7552
 AG7552'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7552'1.85 MI SW FROM RUSKIN.
 AG7552'BEGIN AT THE RUSKIN POST OFFICE, GO 1.85 MILES SOUTHWEST
 AG7552'ON U.S. HIGHWAY 41 TO THE BRIDGE OVER THE LITTLE MANATEE
 AG7552'RIVER AND THE MARK VICINITY.
 AG7552'THE MARK BEARS 31.7 FEET SOUTH OF THE CENTERLINE OF U.S.
 AG7552'41 SOUTHBOUND, 35.0 FEET NORTH OF THE CENTERLINE OF U.S.
 AG7552'41 NORTHBOUND, 32.2 FEET WEST OF THE EAST EDGE OF THE
 AG7552'MEDIAN CURB FOR A CROSS-OVER ROAD EAST OF THE BRIDGE,
 AG7552'AND IS SET IN THE SOUTHEAST CORNER OF A 4-FOOT BY 4-FOOT
 AG7552'CONCRETE DRAIN BOX.
 AG7552'THE MARK IS 2 FT BELOW ROAD.
 AG7552
 AG7552                          STATION RECOVERY (1991)
 AG7552
 AG7552'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7552'RECOVERED IN GOOD CONDITION.
 AG7552
 AG7552                          STATION RECOVERY (2007)
 AG7552
 AG7552'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7552'RECOVERED IN GOOD CONDITION.  THE MARK IS ON U.S. HIGHWAY 41, 1.15 MI
 AG7552'(1.9 KM) SOUTH OF STATE HIGHWAY 674 IN RUSKIN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7554 ***********************************************************************
 AG7554  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7554  DESIGNATION -  872 6436 D TIDAL
 AG7554  PID         -  AG7554
 AG7554  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7554  COUNTRY     -  US
 AG7554  USGS QUAD   -  RUSKIN (2018)
 AG7554
 AG7554                         *CURRENT SURVEY CONTROL
 AG7554  ______________________________________________________________________
 AG7554* NAD 83(1986) POSITION- 27 42 16.     (N) 082 26 46.     (W)   SCALED
 AG7554* NAVD 88 ORTHO HEIGHT -     8.414 (meters)       27.60  (feet) ADJUSTED
 AG7554  ______________________________________________________________________
 AG7554  GEOID HEIGHT    -        -24.778 (meters)                     GEOID18
 AG7554  DYNAMIC HEIGHT  -          8.401 (meters)       27.56  (feet) COMP
 AG7554  MODELED GRAVITY -    979,158.2   (mgal)                       NAVD 88
 AG7554
 AG7554  VERT ORDER      -  SECOND    CLASS I
 AG7554
 AG7554.The horizontal coordinates were scaled from a map and have
 AG7554.an estimated accuracy of +/- 6 seconds.
 AG7554
 AG7554.The orthometric height was determined by differential leveling and
 AG7554.adjusted by the NATIONAL GEODETIC SURVEY
 AG7554.in June 1991.
 AG7554
 AG7554.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7554.GEOID18 height accuracy estimate available here.
 AG7554
 AG7554.This Tidal Bench Mark is designated as VM 12119
 AG7554.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7554
 AG7554.Click photographs - Photos may exist for this station.
 AG7554
 AG7554.The dynamic height is computed by dividing the NAVD 88
 AG7554.geopotential number by the normal gravity value computed on the
 AG7554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7554.degrees latitude (g = 980.6199 gals.).
 AG7554
 AG7554.The modeled gravity was interpolated from observed gravity values.
 AG7554
 AG7554;                    North         East    Units  Estimated Accuracy
 AG7554;SPC FL W     -   373,540.      156,000.      MT  (+/- 180 meters Scaled)
 AG7554
 AG7554_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL574652(NAD 83)
 AG7554
 AG7554                          SUPERSEDED SURVEY CONTROL
 AG7554
 AG7554.No superseded survey control is available for this station.
 AG7554
 AG7554_MARKER: DB = BENCH MARK DISK
 AG7554_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7554_SP_SET: BRIDGE RAIL
 AG7554_STAMPING: 6436 D
 AG7554_MARK LOGO: FLDT
 AG7554_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7554
 AG7554  HISTORY     - Date     Condition        Report By
 AG7554  HISTORY     - UNK      MONUMENTED       FLDT
 AG7554  HISTORY     - 1982     GOOD             FLDNR
 AG7554  HISTORY     - 19910326 GOOD             USPSQD
 AG7554
 AG7554                          STATION DESCRIPTION
 AG7554
 AG7554'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7554'1.85 MI SW FROM RUSKIN.
 AG7554'BEGIN AT THE RUSKIN POST OFFICE, GO 1.85 MILES SOUTHWEST
 AG7554'ON U.S. HIGHWAY 41 TO THE BRIDGE OVER THE LITTLE MANATEE
 AG7554'RIVER AND THE MARK VICINITY.
 AG7554'THE MARK BEARS 22.8 FEET NORTH OF THE CENTERLINE OF U.S.
 AG7554'41 SOUTHBOUND, 5.9 FEET WEST OF THE NORTHEAST CORNER OF
 AG7554'THE SOUTHBOUND BRIDGE, AND IS SET IN THE TOP OF THE BRIDGE
 AG7554'RAIL. THE MARK WAS STAMPED BY FLDNR.
 AG7554'THE MARK IS 3 FT ABOVE HIGHWAY.
 AG7554
 AG7554                          STATION RECOVERY (1991)
 AG7554
 AG7554'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7554'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1742 ***********************************************************************
 DL1742  DESIGNATION -  872 6436 E TIDAL
 DL1742  PID         -  DL1742
 DL1742  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1742  COUNTRY     -  US
 DL1742  USGS QUAD   -  RUSKIN (2018)
 DL1742
 DL1742                         *CURRENT SURVEY CONTROL
 DL1742  ______________________________________________________________________
 DL1742* NAD 83(1986) POSITION- 27 42 16.     (N) 082 26 49.     (W)   SCALED
 DL1742* NAVD 88 ORTHO HEIGHT -     3.084 (meters)       10.12  (feet) ADJUSTED
 DL1742  ______________________________________________________________________
 DL1742  GEOID HEIGHT    -        -24.777 (meters)                     GEOID18
 DL1742  DYNAMIC HEIGHT  -          3.079 (meters)       10.10  (feet) COMP
 DL1742  MODELED GRAVITY -    979,158.2   (mgal)                       NAVD 88
 DL1742
 DL1742  VERT ORDER      -  FIRST     CLASS II
 DL1742
 DL1742.The horizontal coordinates were scaled from a map and have
 DL1742.an estimated accuracy of +/- 6 seconds.
 DL1742
 DL1742.The orthometric height was determined by differential leveling and
 DL1742.adjusted by the NATIONAL GEODETIC SURVEY
 DL1742.in July 2009.
 DL1742
 DL1742.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1742.GEOID18 height accuracy estimate available here.
 DL1742
 DL1742.Click photographs - Photos may exist for this station.
 DL1742
 DL1742.The dynamic height is computed by dividing the NAVD 88
 DL1742.geopotential number by the normal gravity value computed on the
 DL1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1742.degrees latitude (g = 980.6199 gals.).
 DL1742
 DL1742.The modeled gravity was interpolated from observed gravity values.
 DL1742
 DL1742;                    North         East    Units  Estimated Accuracy
 DL1742;SPC FL W     -   373,540.      155,920.      MT  (+/- 180 meters Scaled)
 DL1742
 DL1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL573653(NAD 83)
 DL1742
 DL1742                          SUPERSEDED SURVEY CONTROL
 DL1742
 DL1742.No superseded survey control is available for this station.
 DL1742
 DL1742_MARKER: DD = SURVEY DISK
 DL1742_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL1742_SP_SET: BRIDGE ABUTMENT
 DL1742_STAMPING: 6436 E 2007
 DL1742_MARK LOGO: FLDEP
 DL1742_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1742_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1742+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2007
 DL1742
 DL1742  HISTORY     - Date     Condition        Report By
 DL1742  HISTORY     - 20070722 MONUMENTED       FLDEP
 DL1742
 DL1742                          STATION DESCRIPTION
 DL1742
 DL1742'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1742'THE MARK IS ABOUT 16.0 MI (27.4 KM) NORTHEAST OF BRADENTON, 10.0 MI
 DL1742'(17.7 KM) NORTHEAST OF RUBONIA, 1.2 MI (2.9 KM) SOUTHWEST OF RUSKIN,
 DL1742'IN SECTION 18, TOWNSHIP 32 SOUTH, RANGE 19 EAST.
 DL1742'
 DL1742'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL)
 DL1742'AND STATE HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO SOUTH ON U.S.
 DL1742'HIGHWAY 41 (TAMIAMI TRAIL) FOR 1.2 MI (1.9 KM) TO THE EAST END OF THE
 DL1742'BRIDGE OVER THE LITTLE MANATEE RIVER AND THE MARK ON THE RIGHT, SET
 DL1742'FLUSH IN THE TOP OF THE SOUTHEAST ABUTMENT OF THE OLD U.S. HIGHWAY 41
 DL1742'BRIDGE AND ABOUT 4.0 FT (1.2 M) BELOW THE LEVEL OF THE OLD BRIDGE.
 DL1742'
 DL1742'LOCATED 18.9 FT (5.8 M) SOUTH OF THE CENTERLINE OF THE OLD CUT OFF
 DL1742'BRIDGE, 2.6 FT (0.8 M) NORTH OF THE SOUTH END OF THE BRIDGE ABUTMENT,
 DL1742'1.4 FT (0.4 M) EAST OF THE WEST EDGE OF THE BRIDGE ABUTMENT AND 0.9 FT
 DL1742'(0.3 M) WEST OF THE EAST WING WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1877 ***********************************************************************
 DL1877  DESIGNATION -  872 6436 F TIDAL
 DL1877  PID         -  DL1877
 DL1877  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1877  COUNTRY     -  US
 DL1877  USGS QUAD   -  RUSKIN (2018)
 DL1877
 DL1877                         *CURRENT SURVEY CONTROL
 DL1877  ______________________________________________________________________
 DL1877* NAD 83(1986) POSITION- 27 42 16.     (N) 082 26 48.     (W)   SCALED
 DL1877* NAVD 88 ORTHO HEIGHT -     8.319 (meters)       27.29  (feet) ADJUSTED
 DL1877  ______________________________________________________________________
 DL1877  GEOID HEIGHT    -        -24.778 (meters)                     GEOID18
 DL1877  DYNAMIC HEIGHT  -          8.306 (meters)       27.25  (feet) COMP
 DL1877  MODELED GRAVITY -    979,158.2   (mgal)                       NAVD 88
 DL1877
 DL1877  VERT ORDER      -  FIRST     CLASS II
 DL1877
 DL1877.The horizontal coordinates were scaled from a map and have
 DL1877.an estimated accuracy of +/- 6 seconds.
 DL1877
 DL1877.The orthometric height was determined by differential leveling and
 DL1877.adjusted by the NATIONAL GEODETIC SURVEY
 DL1877.in July 2009.
 DL1877
 DL1877.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1877.GEOID18 height accuracy estimate available here.
 DL1877
 DL1877.Click photographs - Photos may exist for this station.
 DL1877
 DL1877.The dynamic height is computed by dividing the NAVD 88
 DL1877.geopotential number by the normal gravity value computed on the
 DL1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1877.degrees latitude (g = 980.6199 gals.).
 DL1877
 DL1877.The modeled gravity was interpolated from observed gravity values.
 DL1877
 DL1877;                    North         East    Units  Estimated Accuracy
 DL1877;SPC FL W     -   373,540.      155,950.      MT  (+/- 180 meters Scaled)
 DL1877
 DL1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL573653(NAD 83)
 DL1877
 DL1877                          SUPERSEDED SURVEY CONTROL
 DL1877
 DL1877.No superseded survey control is available for this station.
 DL1877
 DL1877_MARKER: DD = SURVEY DISK
 DL1877_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL1877_SP_SET: BRIDGE GUARDRAIL
 DL1877_STAMPING: 6436 F
 DL1877_MARK LOGO: FLDT
 DL1877_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1877+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2007
 DL1877
 DL1877  HISTORY     - Date     Condition        Report By
 DL1877  HISTORY     - 19190101 MONUMENTED       FLDT
 DL1877  HISTORY     - 20070830 GOOD             FLDEP
 DL1877
 DL1877                          STATION DESCRIPTION
 DL1877
 DL1877'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JLM)
 DL1877'THE MARK IS ABOUT 16.0 MI (27.4 KM) NORTHEAST OF BRADENTON, 10.0 MI
 DL1877'(17.7 KM) NORTHEAST OF RUBONIA, 1.2 MI (2.9 KM) SOUTHWEST OF RUSKIN,
 DL1877'IN SECTION 18, TOWNSHIP 32 SOUTH, RANGE 19 EAST.
 DL1877'
 DL1877'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL)
 DL1877'AND STATE HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO SOUTH ON U.S.
 DL1877'HIGHWAY 41 (TAMIAMI TRAIL) FOR 1.2 MI (1.9 KM) TO THE EAST END OF THE
 DL1877'BRIDGE OVER THE LITTLE MANATEE RIVER AND THE MARK ON THE RIGHT, SET
 DL1877'FLUSH IN THE TOP OF THE NORTHEAST BRIDGE GUARDRAIL AND ABOUT 3.0 FT
 DL1877'(0.9 M) ABOVE THE LEVEL OF U.S. HIGHWAY 41 SOUTHBOUND LANES.
 DL1877'
 DL1877'LOCATED 23.3 FT (7.1 M) NORTH OF THE CENTERLINE OF U.S. HIGHWAY 41
 DL1877'SOUTHBOUND LANES, 6.0 FT (1.8 M) WEST OF THE EAST END OF THE BRIDGE
 DL1877'AND 3.7 FT (1.1 M) WEST OF THE WEST END OF A METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7560 ***********************************************************************
 AG7560  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7560  DESIGNATION -  872 6437 A TIDAL
 AG7560  PID         -  AG7560
 AG7560  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7560  COUNTRY     -  US
 AG7560  USGS QUAD   -  COCKROACH BAY (2018)
 AG7560
 AG7560                         *CURRENT SURVEY CONTROL
 AG7560  ______________________________________________________________________
 AG7560* NAD 83(1986) POSITION- 27 41 13.     (N) 082 31 15.     (W)   SCALED
 AG7560* NAVD 88 ORTHO HEIGHT -     0.987 (meters)        3.24  (feet) ADJUSTED
 AG7560  ______________________________________________________________________
 AG7560  GEOID HEIGHT    -        -24.653 (meters)                     GEOID18
 AG7560  DYNAMIC HEIGHT  -          0.985 (meters)        3.23  (feet) COMP
 AG7560  MODELED GRAVITY -    979,159.5   (mgal)                       NAVD 88
 AG7560
 AG7560  VERT ORDER      -  FIRST     CLASS II
 AG7560
 AG7560.The horizontal coordinates were scaled from a map and have
 AG7560.an estimated accuracy of +/- 6 seconds.
 AG7560
 AG7560.The orthometric height was determined by differential leveling and
 AG7560.adjusted by the NATIONAL GEODETIC SURVEY
 AG7560.in June 1991.
 AG7560
 AG7560.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7560.GEOID18 height accuracy estimate available here.
 AG7560
 AG7560.This Tidal Bench Mark is designated as VM 6499
 AG7560.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7560
 AG7560.Click photographs - Photos may exist for this station.
 AG7560
 AG7560.The dynamic height is computed by dividing the NAVD 88
 AG7560.geopotential number by the normal gravity value computed on the
 AG7560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7560.degrees latitude (g = 980.6199 gals.).
 AG7560
 AG7560.The modeled gravity was interpolated from observed gravity values.
 AG7560
 AG7560;                    North         East    Units  Estimated Accuracy
 AG7560;SPC FL W     -   371,630.      148,630.      MT  (+/- 180 meters Scaled)
 AG7560
 AG7560_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL500634(NAD 83)
 AG7560
 AG7560                          SUPERSEDED SURVEY CONTROL
 AG7560
 AG7560.No superseded survey control is available for this station.
 AG7560
 AG7560_MARKER: DD = SURVEY DISK
 AG7560_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7560_STAMPING: 6437 A 1976
 AG7560_MARK LOGO: NOS
 AG7560_PROJECTION: FLUSH
 AG7560_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7560_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7560+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2007
 AG7560_ROD/PIPE-DEPTH: 12.2 meters
 AG7560
 AG7560  HISTORY     - Date     Condition        Report By
 AG7560  HISTORY     - 1976     MONUMENTED       NOS
 AG7560  HISTORY     - 1982     GOOD             FLDNR
 AG7560  HISTORY     - 19910326 GOOD             USPSQD
 AG7560  HISTORY     - 20070928 GOOD             FLDEP
 AG7560
 AG7560                          STATION DESCRIPTION
 AG7560
 AG7560'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7560'6.85 MI SW FROM RUSKIN.
 AG7560'BEGIN AT THE RUSKIN POST OFFICE, GO 3.75 MILES SOUTHWEST ON
 AG7560'U.S. HIGHWAY 41 TO THE JUNCTION OF COCKROACH BAY ROAD, GO
 AG7560'3.1 MILES WEST ON COCKROACH BAY ROAD TO ITS END AT A PUBLIC
 AG7560'BOAT RAMP AND THE MARK VICINITY.
 AG7560'THE MARK BEARS 34 FEET SOUTH OF THE CENTERLINE OF COCKROACH
 AG7560'BAY ROAD, 1.5 FEET EAST OF A CUT POWER POLE, 13 FEET WEST
 AG7560'OF POWER POLE 42871, AND 293 FEET WEST OF TIDAL BENCH
 AG7560'MARK 6437 B 1976.
 AG7560
 AG7560                          STATION RECOVERY (1991)
 AG7560
 AG7560'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7560'RECOVERED IN GOOD CONDITION.
 AG7560
 AG7560                          STATION RECOVERY (2007)
 AG7560
 AG7560'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7560'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7559 ***********************************************************************
 AG7559  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7559  DESIGNATION -  872 6437 B TIDAL
 AG7559  PID         -  AG7559
 AG7559  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7559  COUNTRY     -  US
 AG7559  USGS QUAD   -  COCKROACH BAY (2018)
 AG7559
 AG7559                         *CURRENT SURVEY CONTROL
 AG7559  ______________________________________________________________________
 AG7559* NAD 83(1986) POSITION- 27 41 13.     (N) 082 31 10.     (W)   SCALED
 AG7559* NAVD 88 ORTHO HEIGHT -     1.163 (meters)        3.82  (feet) ADJUSTED
 AG7559  ______________________________________________________________________
 AG7559  GEOID HEIGHT    -        -24.656 (meters)                     GEOID18
 AG7559  DYNAMIC HEIGHT  -          1.162 (meters)        3.81  (feet) COMP
 AG7559  MODELED GRAVITY -    979,159.5   (mgal)                       NAVD 88
 AG7559
 AG7559  VERT ORDER      -  FIRST     CLASS II
 AG7559
 AG7559.The horizontal coordinates were scaled from a map and have
 AG7559.an estimated accuracy of +/- 6 seconds.
 AG7559
 AG7559.The orthometric height was determined by differential leveling and
 AG7559.adjusted by the NATIONAL GEODETIC SURVEY
 AG7559.in June 1991.
 AG7559
 AG7559.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7559.GEOID18 height accuracy estimate available here.
 AG7559
 AG7559.This Tidal Bench Mark is designated as VM 6500
 AG7559.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7559
 AG7559.Click photographs - Photos may exist for this station.
 AG7559
 AG7559.The dynamic height is computed by dividing the NAVD 88
 AG7559.geopotential number by the normal gravity value computed on the
 AG7559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7559.degrees latitude (g = 980.6199 gals.).
 AG7559
 AG7559.The modeled gravity was interpolated from observed gravity values.
 AG7559
 AG7559;                    North         East    Units  Estimated Accuracy
 AG7559;SPC FL W     -   371,630.      148,760.      MT  (+/- 180 meters Scaled)
 AG7559
 AG7559_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL501634(NAD 83)
 AG7559
 AG7559                          SUPERSEDED SURVEY CONTROL
 AG7559
 AG7559.No superseded survey control is available for this station.
 AG7559
 AG7559_MARKER: DD = SURVEY DISK
 AG7559_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7559_STAMPING: 6437 B 1976
 AG7559_MARK LOGO: NOS
 AG7559_PROJECTION: FLUSH
 AG7559_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7559_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7559+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2007
 AG7559_ROD/PIPE-DEPTH: 12.2 meters
 AG7559
 AG7559  HISTORY     - Date     Condition        Report By
 AG7559  HISTORY     - 1976     MONUMENTED       NOS
 AG7559  HISTORY     - 1982     GOOD             FLDNR
 AG7559  HISTORY     - 19910326 GOOD             USPSQD
 AG7559  HISTORY     - 20070928 GOOD             FLDEP
 AG7559
 AG7559                          STATION DESCRIPTION
 AG7559
 AG7559'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7559'6.85 MI SW FROM RUSKIN.
 AG7559'BEGIN AT THE RUSKIN POST OFFICE, GO 3.75 MILES SOUTHWEST ON
 AG7559'U.S. HIGHWAY 41 TO THE JUNCTION OF COCKROACH BAY ROAD, GO
 AG7559'3.1 MILES WEST ON COCKROACH BAY ROAD TO ITS END AT A PUBLIC
 AG7559'BOAT RAMP AND THE MARK VICINITY.
 AG7559'THE MARK BEARS 21 FEET SOUTH OF THE CENTERLINE OF COCKROACH
 AG7559'BAY ROAD, 1 FOOT WEST OF A BROKEN SIGN POST, 26.5 FEET EAST
 AG7559'OF POWER POLE 70, 0.05 MILE EAST OF THE BOAT RAMP, AND
 AG7559'293 FEET EAST OF TIDAL BENCH MARK 6437 A 1976.
 AG7559
 AG7559                          STATION RECOVERY (1991)
 AG7559
 AG7559'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7559'RECOVERED IN GOOD CONDITION.
 AG7559
 AG7559                          STATION RECOVERY (2007)
 AG7559
 AG7559'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7559'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7558 ***********************************************************************
 AG7558  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7558  DESIGNATION -  872 6437 C TIDAL
 AG7558  PID         -  AG7558
 AG7558  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7558  COUNTRY     -  US
 AG7558  USGS QUAD   -  COCKROACH BAY (2018)
 AG7558
 AG7558                         *CURRENT SURVEY CONTROL
 AG7558  ______________________________________________________________________
 AG7558* NAD 83(1986) POSITION- 27 41 14.     (N) 082 31 07.     (W)   SCALED
 AG7558* NAVD 88 ORTHO HEIGHT -     1.276 (meters)        4.19  (feet) ADJUSTED
 AG7558  ______________________________________________________________________
 AG7558  GEOID HEIGHT    -        -24.657 (meters)                     GEOID18
 AG7558  DYNAMIC HEIGHT  -          1.274 (meters)        4.18  (feet) COMP
 AG7558  MODELED GRAVITY -    979,159.5   (mgal)                       NAVD 88
 AG7558
 AG7558  VERT ORDER      -  SECOND    CLASS I
 AG7558
 AG7558.The horizontal coordinates were scaled from a map and have
 AG7558.an estimated accuracy of +/- 6 seconds.
 AG7558
 AG7558.The orthometric height was determined by differential leveling and
 AG7558.adjusted by the NATIONAL GEODETIC SURVEY
 AG7558.in June 1991.
 AG7558
 AG7558.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7558.GEOID18 height accuracy estimate available here.
 AG7558
 AG7558.This Tidal Bench Mark is designated as VM 6501
 AG7558.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7558
 AG7558.Click photographs - Photos may exist for this station.
 AG7558
 AG7558.The dynamic height is computed by dividing the NAVD 88
 AG7558.geopotential number by the normal gravity value computed on the
 AG7558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7558.degrees latitude (g = 980.6199 gals.).
 AG7558
 AG7558.The modeled gravity was interpolated from observed gravity values.
 AG7558
 AG7558;                    North         East    Units  Estimated Accuracy
 AG7558;SPC FL W     -   371,660.      148,850.      MT  (+/- 180 meters Scaled)
 AG7558
 AG7558_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL502634(NAD 83)
 AG7558
 AG7558                          SUPERSEDED SURVEY CONTROL
 AG7558
 AG7558.No superseded survey control is available for this station.
 AG7558
 AG7558_MARKER: DD = SURVEY DISK
 AG7558_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7558_STAMPING: 6437 C 1976
 AG7558_MARK LOGO: NOS
 AG7558_PROJECTION: FLUSH
 AG7558_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7558_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7558_ROD/PIPE-DEPTH: 12.2 meters
 AG7558
 AG7558  HISTORY     - Date     Condition        Report By
 AG7558  HISTORY     - 1976     MONUMENTED       NOS
 AG7558  HISTORY     - 1982     GOOD             FLDNR
 AG7558  HISTORY     - 19910326 MARK NOT FOUND   USPSQD
 AG7558
 AG7558                          STATION DESCRIPTION
 AG7558
 AG7558'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7558'6.85 MI SW FROM RUSKIN.
 AG7558'BEGIN AT THE RUSKIN POST OFFICE, GO 3.75 MILES SOUTHWEST ON
 AG7558'U.S. HIGHWAY 41 TO THE JUNCTION OF COCKROACH BAY ROAD, GO
 AG7558'3.1 MILES WEST ON COCKROACH BAY ROAD TO ITS END AT A PUBLIC
 AG7558'BOAT RAMP AND THE MARK VICINITY.
 AG7558'THE MARK IS ABOUT 0.1 MILE EAST OF THE BOAT RAMP, 15 FEET
 AG7558'NORTH OF THE CENTERLINE OF COCKROACH BAY ROAD, 63.5 FEET
 AG7558'NORTHEAST OF POWER POLE 69, 209.75 FEET WEST-NORTHWEST OF
 AG7558'POWER POLE 68, AND 53.0 FEET NORTHEAST OF A 50 MPH SPEED
 AG7558'LIMIT SIGN.
 AG7558
 AG7558                          STATION RECOVERY (1991)
 AG7558
 AG7558'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7558'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7557 ***********************************************************************
 AG7557  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7557  DESIGNATION -  872 6437 E TIDAL
 AG7557  PID         -  AG7557
 AG7557  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7557  COUNTRY     -  US
 AG7557  USGS QUAD   -  COCKROACH BAY (2018)
 AG7557
 AG7557                         *CURRENT SURVEY CONTROL
 AG7557  ______________________________________________________________________
 AG7557* NAD 83(1986) POSITION- 27 41 14.     (N) 082 30 59.     (W)   SCALED
 AG7557* NAVD 88 ORTHO HEIGHT -     1.219 (meters)        4.00  (feet) ADJUSTED
 AG7557  ______________________________________________________________________
 AG7557  GEOID HEIGHT    -        -24.661 (meters)                     GEOID18
 AG7557  DYNAMIC HEIGHT  -          1.218 (meters)        4.00  (feet) COMP
 AG7557  MODELED GRAVITY -    979,159.4   (mgal)                       NAVD 88
 AG7557
 AG7557  VERT ORDER      -  FIRST     CLASS II
 AG7557
 AG7557.The horizontal coordinates were scaled from a map and have
 AG7557.an estimated accuracy of +/- 6 seconds.
 AG7557
 AG7557.The orthometric height was determined by differential leveling and
 AG7557.adjusted by the NATIONAL GEODETIC SURVEY
 AG7557.in July 2009.
 AG7557
 AG7557.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7557.GEOID18 height accuracy estimate available here.
 AG7557
 AG7557.This Tidal Bench Mark is designated as VM 6502
 AG7557.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7557
 AG7557.Click photographs - Photos may exist for this station.
 AG7557
 AG7557.The dynamic height is computed by dividing the NAVD 88
 AG7557.geopotential number by the normal gravity value computed on the
 AG7557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7557.degrees latitude (g = 980.6199 gals.).
 AG7557
 AG7557.The modeled gravity was interpolated from observed gravity values.
 AG7557
 AG7557;                    North         East    Units  Estimated Accuracy
 AG7557;SPC FL W     -   371,660.      149,060.      MT  (+/- 180 meters Scaled)
 AG7557
 AG7557_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL504634(NAD 83)
 AG7557
 AG7557                          SUPERSEDED SURVEY CONTROL
 AG7557
 AG7557  NAVD 88 (06/15/91)    1.218  (m)            4.00   (f) SUPERSEDED  2 1
 AG7557
 AG7557.Superseded values are not recommended for survey control.
 AG7557
 AG7557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7557.See file dsdata.pdf to determine how the superseded data were derived.
 AG7557
 AG7557_MARKER: DD = SURVEY DISK
 AG7557_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7557_STAMPING: 6437 E 1976
 AG7557_MARK LOGO: NOS
 AG7557_PROJECTION: FLUSH
 AG7557_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7557_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7557+SATELLITE: SATELLITE OBSERVATIONS - September 28, 2007
 AG7557_ROD/PIPE-DEPTH: 12.2 meters
 AG7557
 AG7557  HISTORY     - Date     Condition        Report By
 AG7557  HISTORY     - 1976     MONUMENTED       NOS
 AG7557  HISTORY     - 1982     GOOD             FLDNR
 AG7557  HISTORY     - 19910326 MARK NOT FOUND   USPSQD
 AG7557  HISTORY     - 20070928 GOOD             FLDEP
 AG7557
 AG7557                          STATION DESCRIPTION
 AG7557
 AG7557'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7557'6.85 MI SW FROM RUSKIN.
 AG7557'BEGIN AT THE RUSKIN POST OFFICE, GO 3.75 MILES SOUTHWEST ON
 AG7557'U.S. HIGHWAY 41 TO THE JUNCTION OF COCKROACH BAY ROAD, GO
 AG7557'3.1 MILES WEST ON COCKROACH BAY ROAD TO ITS END AT A PUBLIC
 AG7557'BOAT RAMP AND THE MARK VICINITY.
 AG7557'THE MARK IS ABOUT 0.25 MILE EAST OF THE BOAT RAMP, 21 FEET
 AG7557'NORTH OF THE CENTERLINE OF COCKROACH BAY ROAD, AND 1 FOOT
 AG7557'NORTH OF SUPPORT POLE 665.
 AG7557
 AG7557                          STATION RECOVERY (1991)
 AG7557
 AG7557'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7557'MARK NOT FOUND.
 AG7557
 AG7557                          STATION RECOVERY (2007)
 AG7557
 AG7557'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7557'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1744 ***********************************************************************
 DL1744  DESIGNATION -  872 6437 F TIDAL
 DL1744  PID         -  DL1744
 DL1744  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1744  COUNTRY     -  US
 DL1744  USGS QUAD   -  COCKROACH BAY (2018)
 DL1744
 DL1744                         *CURRENT SURVEY CONTROL
 DL1744  ______________________________________________________________________
 DL1744* NAD 83(1986) POSITION- 27 41 13.     (N) 082 31 06.     (W)   SCALED
 DL1744* NAVD 88 ORTHO HEIGHT -     1.150 (meters)        3.77  (feet) ADJUSTED
 DL1744  ______________________________________________________________________
 DL1744  GEOID HEIGHT    -        -24.657 (meters)                     GEOID18
 DL1744  DYNAMIC HEIGHT  -          1.148 (meters)        3.77  (feet) COMP
 DL1744  MODELED GRAVITY -    979,159.4   (mgal)                       NAVD 88
 DL1744
 DL1744  VERT ORDER      -  FIRST     CLASS II
 DL1744
 DL1744.The horizontal coordinates were scaled from a map and have
 DL1744.an estimated accuracy of +/- 6 seconds.
 DL1744
 DL1744.The orthometric height was determined by differential leveling and
 DL1744.adjusted by the NATIONAL GEODETIC SURVEY
 DL1744.in July 2009.
 DL1744
 DL1744.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1744.GEOID18 height accuracy estimate available here.
 DL1744
 DL1744.Click photographs - Photos may exist for this station.
 DL1744
 DL1744.The dynamic height is computed by dividing the NAVD 88
 DL1744.geopotential number by the normal gravity value computed on the
 DL1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1744.degrees latitude (g = 980.6199 gals.).
 DL1744
 DL1744.The modeled gravity was interpolated from observed gravity values.
 DL1744
 DL1744;                    North         East    Units  Estimated Accuracy
 DL1744;SPC FL W     -   371,630.      148,870.      MT  (+/- 180 meters Scaled)
 DL1744
 DL1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL502634(NAD 83)
 DL1744
 DL1744                          SUPERSEDED SURVEY CONTROL
 DL1744
 DL1744.No superseded survey control is available for this station.
 DL1744
 DL1744_MARKER: F = FLANGE-ENCASED ROD
 DL1744_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1744_STAMPING: 6437 F 2007
 DL1744_MARK LOGO: NGS
 DL1744_PROJECTION: FLUSH
 DL1744_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1744_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1744+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2007
 DL1744_ROD/PIPE-DEPTH: 12.2 meters
 DL1744
 DL1744  HISTORY     - Date     Condition        Report By
 DL1744  HISTORY     - 20071013 MONUMENTED       FLDEP
 DL1744
 DL1744                          STATION DESCRIPTION
 DL1744
 DL1744'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1744'THE MARK IS ON LITTLE COCKROACH BAY, IN SECTION 20, TOWNSHIP 32 SOUTH,
 DL1744'RANGE 18 EAST.
 DL1744'
 DL1744'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL)
 DL1744'AND STATE HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO SOUTH ON U.S.
 DL1744'HIGHWAY 41 (TAMIAMI TRAIL) FOR 3.05 MI (4.9 KM) TO THE JUNCTION OF
 DL1744'COCKROACH BAY ROAD ON THE RIGHT, TURN RIGHT ON COCKROACH BAY ROAD AND
 DL1744'GO WEST FOR 1.95 MI (3.1 KM) TO THE JUNCTION OF GULF CITY ROAD ON THE
 DL1744'RIGHT, CONTINUE WEST ON COCKROACH BAY ROAD FOR 1.05 MI (1.7 KM) TO THE
 DL1744'MARK ON THE RIGHT, A COPPER-CLAD STEEL ROD DRIVEN TO THE DEPTH OF 40.0
 DL1744'FT (12.2 M) WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND 1.0 FT (0.3
 DL1744'M) BELOW THE LEVEL OF COCKROACH BAY ROAD, THE DATUM POINT IS RECESSED
 DL1744'0.2 FT (0.1 M) BELOW THE LEVEL OF THE NGS LOGO CAP.
 DL1744'
 DL1744'LOCATED 357.6 FT (109.0 M) WEST OF AN INFORMATION SIGN (PAVEMENT ENDS
 DL1744'1000 FT), 209.7 FT (63.9 M) WEST-NORTHWEST OF A WOODEN POWER POLE
 DL1744'NUMBER 168967, 63.5 FT (19.4 M) NORTHEAST OF A WOODEN POWER POLE
 DL1744'NUMBER 168966 23208 31909, 5.0 FT (4.6 M) NORTH OF THE CENTERLINE OF
 DL1744'COCKROACH BAY ROAD AND 11.4 FT (3.5 M) SOUTH OF A CARSONITE WITNESS
 DL1744'POST.
 DL1744'
 DL1744'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DL1744'
 DL1744'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL1744'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3680 ***********************************************************************
 DM3680  DESIGNATION -  872 6441 B
 DM3680  PID         -  DM3680
 DM3680  STATE/COUNTY-  FL/PINELLAS
 DM3680  COUNTRY     -  US
 DM3680  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 DM3680
 DM3680                         *CURRENT SURVEY CONTROL
 DM3680  ______________________________________________________________________
 DM3680* NAD 83(1986) POSITION- 27 41 29.2    (N) 082 43 43.2    (W)   HD_HELD2
 DM3680* NAVD 88 ORTHO HEIGHT -     1.737 (meters)        5.70  (feet) ADJUSTED
 DM3680  ______________________________________________________________________
 DM3680  GEOID HEIGHT    -        -24.353 (meters)                     GEOID18
 DM3680  DYNAMIC HEIGHT  -          1.735 (meters)        5.69  (feet) COMP
 DM3680  MODELED GRAVITY -    979,168.1   (mgal)                       NAVD 88
 DM3680
 DM3680  VERT ORDER      -  SECOND    CLASS I
 DM3680
 DM3680.The horizontal coordinates were established by autonomous hand held GPS
 DM3680.observations and have an estimated accuracy of +/- 10 meters.
 DM3680
 DM3680.The orthometric height was determined by differential leveling and
 DM3680.adjusted by the NATIONAL GEODETIC SURVEY
 DM3680.in January 2011.
 DM3680
 DM3680.No vertical observational check was made to the station.
 DM3680
 DM3680.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3680.GEOID18 height accuracy estimate available here.
 DM3680
 DM3680.Click photographs - Photos may exist for this station.
 DM3680
 DM3680.The dynamic height is computed by dividing the NAVD 88
 DM3680.geopotential number by the normal gravity value computed on the
 DM3680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3680.degrees latitude (g = 980.6199 gals.).
 DM3680
 DM3680.The modeled gravity was interpolated from observed gravity values.
 DM3680
 DM3680;                    North         East    Units  Estimated Accuracy
 DM3680;SPC FL W     -   372,230.      128,127.      MT  (+/- 10 meters HH2 GPS)
 DM3680
 DM3680_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2953664218(NAD 83)
 DM3680
 DM3680                          SUPERSEDED SURVEY CONTROL
 DM3680
 DM3680.No superseded survey control is available for this station.
 DM3680
 DM3680_MARKER: DD = SURVEY DISK
 DM3680_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM3680_SP_SET: TRANSFORMER BASE
 DM3680_STAMPING: 6441 B 1976
 DM3680_MARK LOGO: NOS
 DM3680_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3680_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3680_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3680+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2009
 DM3680
 DM3680  HISTORY     - Date     Condition        Report By
 DM3680  HISTORY     - 1976     MONUMENTED       NOS
 DM3680  HISTORY     - 20091105 GOOD             FLDEP
 DM3680
 DM3680                          STATION DESCRIPTION
 DM3680
 DM3680'DESCRIBED BY FL DEPT OF ENV PRO 2009 (MWM)
 DM3680'THE MARK IS ABOUT 11.1 MI (17.9 KM) NORTH OF ANNA MARIA, 10.9 MI (17.5
 DM3680'KM) SOUTH-SOUTHEAST OF SEMINOLE, 6.2 MI (10.0 KM) SOUTH-SOUTHWEST OF
 DM3680'SAINT PETERSBURG, IN SECTION 18, TOWNSHIP 32 SOUTH, RANGE 16 EAST.
 DM3680'
 DM3680'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 682 AND STATE ROAD
 DM3680'693 NEAR LONG KEY, GO SOUTH ON STATE ROAD 693 FOR 1.5 MI (2.4 KM) TO
 DM3680'THE JUNCTION OF MADONNA BOULEVARD ON THE RIGHT.  TURN RIGHT ON MADONNA
 DM3680'BOULEVARD AND GO WEST FOR 0.7 MI (1.1 KM) TO THE MARK ON THE LEFT, SET
 DM3680'FLUSH IN A OLD CONCRETE TRANSFORMER BASE.
 DM3680'
 DM3680'LOCATED 57.0 FT (17.4 M) EAST OF THE CENTERLINE OF EIGHTH AVENUE
 DM3680'NORTH, 23.0 FT (7.0 M) NORTH OF THE CENTERLINE OF THE EASTBOUND LANES
 DM3680'OF MADONNA BOULEVARD, 10.6 FT (3.2 M) SOUTH OF THE CENTERLINE OF THE
 DM3680'WESTBOUND LANES MADONNA BOULEVARD AND 8.8 FT (2.7 M) EAST OF THE WEST
 DM3680'END OF THE GRASS MEDIAN.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3681 ***********************************************************************
 DM3681  DESIGNATION -  872 6441 C
 DM3681  PID         -  DM3681
 DM3681  STATE/COUNTY-  FL/PINELLAS
 DM3681  COUNTRY     -  US
 DM3681  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 DM3681
 DM3681                         *CURRENT SURVEY CONTROL
 DM3681  ______________________________________________________________________
 DM3681* NAD 83(1986) POSITION- 27 41 28.2    (N) 082 43 40.7    (W)   HD_HELD2
 DM3681* NAVD 88 ORTHO HEIGHT -     1.661 (meters)        5.45  (feet) ADJUSTED
 DM3681  ______________________________________________________________________
 DM3681  GEOID HEIGHT    -        -24.354 (meters)                     GEOID18
 DM3681  DYNAMIC HEIGHT  -          1.658 (meters)        5.44  (feet) COMP
 DM3681  MODELED GRAVITY -    979,168.1   (mgal)                       NAVD 88
 DM3681
 DM3681  VERT ORDER      -  SECOND    CLASS I
 DM3681
 DM3681.The horizontal coordinates were established by autonomous hand held GPS
 DM3681.observations and have an estimated accuracy of +/- 10 meters.
 DM3681
 DM3681.The orthometric height was determined by differential leveling and
 DM3681.adjusted by the NATIONAL GEODETIC SURVEY
 DM3681.in January 2011.
 DM3681
 DM3681.No vertical observational check was made to the station.
 DM3681
 DM3681.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3681.GEOID18 height accuracy estimate available here.
 DM3681
 DM3681.Click photographs - Photos may exist for this station.
 DM3681
 DM3681.The dynamic height is computed by dividing the NAVD 88
 DM3681.geopotential number by the normal gravity value computed on the
 DM3681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3681.degrees latitude (g = 980.6199 gals.).
 DM3681
 DM3681.The modeled gravity was interpolated from observed gravity values.
 DM3681
 DM3681;                    North         East    Units  Estimated Accuracy
 DM3681;SPC FL W     -   372,199.      128,195.      MT  (+/- 10 meters HH2 GPS)
 DM3681
 DM3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2960464186(NAD 83)
 DM3681
 DM3681                          SUPERSEDED SURVEY CONTROL
 DM3681
 DM3681.No superseded survey control is available for this station.
 DM3681
 DM3681_MARKER: DD = SURVEY DISK
 DM3681_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM3681_SP_SET: SLAB
 DM3681_STAMPING: 6441 C 1976
 DM3681_MARK LOGO: NOS
 DM3681_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3681_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3681+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2009
 DM3681
 DM3681  HISTORY     - Date     Condition        Report By
 DM3681  HISTORY     - 1976     MONUMENTED       NOS
 DM3681  HISTORY     - 20091105 GOOD             FLDEP
 DM3681
 DM3681                          STATION DESCRIPTION
 DM3681
 DM3681'DESCRIBED BY FL DEPT OF ENV PRO 2009 (MWM)
 DM3681'THE MARK IS ABOUT 11.1 MI (17.9 KM) NORTH OF ANNA MARIA, 10.9 MI (17.5
 DM3681'KM) SOUTH-SOUTHEAST OF SEMINOLE, 6.2 MI (10.0 KM) SOUTH-SOUTHWEST OF
 DM3681'SAINT PETERSBURG, IN SECTION 18, TOWNSHIP 32 SOUTH, RANGE 16 EAST.
 DM3681'
 DM3681'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 682 AND STATE ROAD
 DM3681'693 NEAR LONG KEY, GO SOUTH ON STATE ROAD 693 FOR 1.5 MI (2.4 KM) TO
 DM3681'THE JUNCTION OF MADONNA BOULEVARD ON THE RIGHT.  TURN RIGHT ON MADONNA
 DM3681'BOULEVARD AND GO WEST FOR 0.65 MI (1.0 KM) TO THE INTERSECTION OF
 DM3681'MONTE CRISTO BOULEVARD AND THE MARK ON THE RIGHT, SET FLUSH IN A
 DM3681'CONCRETE SLAB.
 DM3681'
 DM3681'LOCATED 61.3 FT (18.7 M) NORTHEAST OF THE NORTHEAST CORNER OF HOUSE
 DM3681'NUMBER 290, 30.0 FT (9.1 M) SOUTHWEST OF THE CENTER CIRCLE OF THE
 DM3681'INTERSECTION OF MADONNA BOULEVARD AND MONTE CRISTO BOULEVARD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3682 ***********************************************************************
 DM3682  DESIGNATION -  872 6441 H
 DM3682  PID         -  DM3682
 DM3682  STATE/COUNTY-  FL/PINELLAS
 DM3682  COUNTRY     -  US
 DM3682  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 DM3682
 DM3682                         *CURRENT SURVEY CONTROL
 DM3682  ______________________________________________________________________
 DM3682* NAD 83(1986) POSITION- 27 41 28.8    (N) 082 43 40.3    (W)   HD_HELD2
 DM3682* NAVD 88 ORTHO HEIGHT -     1.732 (meters)        5.68  (feet) ADJUSTED
 DM3682  ______________________________________________________________________
 DM3682  GEOID HEIGHT    -        -24.354 (meters)                     GEOID18
 DM3682  DYNAMIC HEIGHT  -          1.730 (meters)        5.68  (feet) COMP
 DM3682  MODELED GRAVITY -    979,168.1   (mgal)                       NAVD 88
 DM3682
 DM3682  VERT ORDER      -  SECOND    CLASS I
 DM3682
 DM3682.The horizontal coordinates were established by autonomous hand held GPS
 DM3682.observations and have an estimated accuracy of +/- 10 meters.
 DM3682
 DM3682.The orthometric height was determined by differential leveling and
 DM3682.adjusted by the NATIONAL GEODETIC SURVEY
 DM3682.in January 2011.
 DM3682
 DM3682.No vertical observational check was made to the station.
 DM3682
 DM3682.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3682.GEOID18 height accuracy estimate available here.
 DM3682
 DM3682.Click photographs - Photos may exist for this station.
 DM3682
 DM3682.The dynamic height is computed by dividing the NAVD 88
 DM3682.geopotential number by the normal gravity value computed on the
 DM3682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3682.degrees latitude (g = 980.6199 gals.).
 DM3682
 DM3682.The modeled gravity was interpolated from observed gravity values.
 DM3682
 DM3682;                    North         East    Units  Estimated Accuracy
 DM3682;SPC FL W     -   372,217.      128,206.      MT  (+/- 10 meters HH2 GPS)
 DM3682
 DM3682_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2961564204(NAD 83)
 DM3682
 DM3682                          SUPERSEDED SURVEY CONTROL
 DM3682
 DM3682.No superseded survey control is available for this station.
 DM3682
 DM3682_MARKER: F = FLANGE-ENCASED ROD
 DM3682_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM3682_STAMPING: 6441 H 2009
 DM3682_MARK LOGO: NGS
 DM3682_PROJECTION: RECESSED 5 CENTIMETERS
 DM3682_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3682_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3682+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2009
 DM3682_ROD/PIPE-DEPTH: 19.4 meters
 DM3682
 DM3682  HISTORY     - Date     Condition        Report By
 DM3682  HISTORY     - 20091105 MONUMENTED       FLDEP
 DM3682
 DM3682                          STATION DESCRIPTION
 DM3682
 DM3682'DESCRIBED BY FL DEPT OF ENV PRO 2009
 DM3682'THE MARK IS ABOUT 11.1 MI (17.9 KM) NORTH OF ANNA MARIA, 10.9 MI (17.5
 DM3682'KM) SOUTH-SOUTHEAST OF SEMINOLE, 6.2 MI (10.0 KM) SOUTH-SOUTHWEST OF
 DM3682'SAINT PETERSBURG, IN SECTION 18, RANGE 16, TOWNSHIP 32 SOUTH.
 DM3682'
 DM3682'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 682 AND STATE ROAD
 DM3682'693 NEAR LONG KEY, GO SOUTH ON STATE ROAD 693 FOR 1.5 MI (2.4 KM) TO
 DM3682'THE JUNCTION OF MADONNA BOULEVARD ON THE RIGHT.  TURN RIGHT ON MADONNA
 DM3682'BOULEVARD AND GO WEST FOR 0.6 MI (1.0 KM) TO THE INTERSECTION OF MONTE
 DM3682'CRISTO BOULEVARD AND THE MARK ON THE LEFT IN THE GRASSY AREA OF THE
 DM3682'ROUND-A-ABOUT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DM3682'63.7 FT (19.4 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.2
 DM3682'FT (0.1 M) BELOW THE GROUND, THE DATUM IS RECESSED 0.7 FT (0.2 M)
 DM3682'BELOW THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DM3682'
 DM3682'LOCATED 76.2 FT (23.2 M) EAST OF A UTILITY CONTROL STATION 290-3074
 DM3682'TWO LIGHTS ATTACHED, 73.5 FT (22.4 M) SOUTHWEST OF A CONCRETE LIGHT
 DM3682'POLE WITH TWO LIGHTS ATTACHED, 32.6 FT (9.9 M) EAST-SOUTHEAST OF THE
 DM3682'ROUND-A-BOUT WEST-NORTHWESTERN CENTERLINE, 30.6 FT (9.3 M) NORTHWEST
 DM3682'OF A CONCRETE UTILITY POLE IN THE ROUND-A-BOUT AND 1.4 FT (0.4 M)
 DM3682'WEST-NORTHWEST OF CARSONITE WITNESS POST.
 DM3682'
 DM3682'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DM3682'CAP.
 DM3682'
 DM3682'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM3682'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3683 ***********************************************************************
 DM3683  DESIGNATION -  872 6441 J
 DM3683  PID         -  DM3683
 DM3683  STATE/COUNTY-  FL/PINELLAS
 DM3683  COUNTRY     -  US
 DM3683  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 DM3683
 DM3683                         *CURRENT SURVEY CONTROL
 DM3683  ______________________________________________________________________
 DM3683* NAD 83(1986) POSITION- 27 41 26.3    (N) 082 43 31.5    (W)   HD_HELD2
 DM3683* NAVD 88 ORTHO HEIGHT -     4.142 (meters)       13.59  (feet) ADJUSTED
 DM3683  ______________________________________________________________________
 DM3683  GEOID HEIGHT    -        -24.357 (meters)                     GEOID18
 DM3683  DYNAMIC HEIGHT  -          4.136 (meters)       13.57  (feet) COMP
 DM3683  MODELED GRAVITY -    979,167.9   (mgal)                       NAVD 88
 DM3683
 DM3683  VERT ORDER      -  SECOND    CLASS I
 DM3683
 DM3683.The horizontal coordinates were established by autonomous hand held GPS
 DM3683.observations and have an estimated accuracy of +/- 10 meters.
 DM3683
 DM3683.The orthometric height was determined by differential leveling and
 DM3683.adjusted by the NATIONAL GEODETIC SURVEY
 DM3683.in January 2011.
 DM3683
 DM3683.No vertical observational check was made to the station.
 DM3683
 DM3683.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3683.GEOID18 height accuracy estimate available here.
 DM3683
 DM3683.Click photographs - Photos may exist for this station.
 DM3683
 DM3683.The dynamic height is computed by dividing the NAVD 88
 DM3683.geopotential number by the normal gravity value computed on the
 DM3683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3683.degrees latitude (g = 980.6199 gals.).
 DM3683
 DM3683.The modeled gravity was interpolated from observed gravity values.
 DM3683
 DM3683;                    North         East    Units  Estimated Accuracy
 DM3683;SPC FL W     -   372,139.      128,447.      MT  (+/- 10 meters HH2 GPS)
 DM3683
 DM3683_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2985564124(NAD 83)
 DM3683
 DM3683                          SUPERSEDED SURVEY CONTROL
 DM3683
 DM3683.No superseded survey control is available for this station.
 DM3683
 DM3683_MARKER: DD = SURVEY DISK
 DM3683_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM3683_SP_SET: CURB
 DM3683_STAMPING: 6441 J 2009
 DM3683_MARK LOGO: FLDEP
 DM3683_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3683_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM3683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3683+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2009
 DM3683
 DM3683  HISTORY     - Date     Condition        Report By
 DM3683  HISTORY     - 20091105 MONUMENTED       FLDEP
 DM3683
 DM3683                          STATION DESCRIPTION
 DM3683
 DM3683'DESCRIBED BY FL DEPT OF ENV PRO 2009
 DM3683'THE MARK IS ABOUT 11.0 MI (17.7 KM) NORTH OF ANNA MARIA, 11.0 MI (17.7
 DM3683'KM) SOUTH-SOUTHEAST OF SEMINOLE, 6.2 MI (10.0 KM) SOUTH-SOUTHWEST OF
 DM3683'SAINT PETERSBURG, IN SECTION 17, RANGE 16 EAST, TOWNSHIP 32 SOUTH.
 DM3683'
 DM3683'TO REACH THE MARK FROM THE JUNCTION OF STATE ROAD 682 AND STATE ROAD
 DM3683'693 NEAR LONG KEY, GO SOUTH ON STATE ROAD 693 FOR 1.5 MI (2.4 KM) TO
 DM3683'THE JUNCTION OF MADONNA BOULEVARD ON THE RIGHT.  TURN RIGHT ON MADONNA
 DM3683'BOULEVARD AND GO WEST FOR 0.4 MI (0.6 KM) TO A BRIDGE AND THE MARK ON
 DM3683'THE LEFT, SET FLUSH IN THE TOP OF THE BRIDGE CURB, 0.8 FT (0.2 M)
 DM3683'ABOVE THE LEVEL OF MADONNA BOULEVARD.
 DM3683'
 DM3683'LOCATED 39.9 FT (12.2 M) EAST OF A METAL GUARDRAIL, 24.3 FT (7.4 M)
 DM3683'SOUTH OF THE CENTERLINE OF MADONNA BOULEVARD, 14.1 FT (4.3 M) WEST OF
 DM3683'THE SOUTHWEST CORNER OF THE BRIDGE, 4.2 FT (1.3 M) SOUTH OF THE
 DM3683'NORTHERN MOST EDGE OF THE CONCRETE SIDEWALK AND 0.4 FT (0.1 M) NORTH
 DM3683'OF A STEEL HANDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0993 ***********************************************************************
 AG0993  DESIGNATION -  872 6442 TIDAL 1
 AG0993  PID         -  AG0993
 AG0993  STATE/COUNTY-  FL/PINELLAS
 AG0993  COUNTRY     -  US
 AG0993  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0993
 AG0993                         *CURRENT SURVEY CONTROL
 AG0993  ______________________________________________________________________
 AG0993* NAD 83(1986) POSITION- 27 41 19.     (N) 082 44 11.     (W)   SCALED
 AG0993* NAVD 88 ORTHO HEIGHT -     1.586 (meters)        5.20  (feet) ADJUSTED
 AG0993  ______________________________________________________________________
 AG0993  GEOID HEIGHT    -        -24.342 (meters)                     GEOID18
 AG0993  DYNAMIC HEIGHT  -          1.584 (meters)        5.20  (feet) COMP
 AG0993  MODELED GRAVITY -    979,168.1   (mgal)                       NAVD 88
 AG0993
 AG0993  VERT ORDER      -  SECOND    CLASS I
 AG0993
 AG0993.The horizontal coordinates were scaled from a map and have
 AG0993.an estimated accuracy of +/- 6 seconds.
 AG0993
 AG0993.The orthometric height was determined by differential leveling and
 AG0993.adjusted by the NATIONAL GEODETIC SURVEY
 AG0993.in June 1991.
 AG0993
 AG0993.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0993.GEOID18 height accuracy estimate available here.
 AG0993
 AG0993.Click photographs - Photos may exist for this station.
 AG0993
 AG0993.The dynamic height is computed by dividing the NAVD 88
 AG0993.geopotential number by the normal gravity value computed on the
 AG0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0993.degrees latitude (g = 980.6199 gals.).
 AG0993
 AG0993.The modeled gravity was interpolated from observed gravity values.
 AG0993
 AG0993;                    North         East    Units  Estimated Accuracy
 AG0993;SPC FL W     -   371,920.      127,360.      MT  (+/- 180 meters Scaled)
 AG0993
 AG0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL287639(NAD 83)
 AG0993
 AG0993                          SUPERSEDED SURVEY CONTROL
 AG0993
 AG0993  NGVD 29 (??/??/92)    1.867  (m)            6.13   (f) ADJ UNCH    2 1
 AG0993
 AG0993.Superseded values are not recommended for survey control.
 AG0993
 AG0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0993.See file dsdata.pdf to determine how the superseded data were derived.
 AG0993
 AG0993_MARKER: DB = BENCH MARK DISK
 AG0993_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0993_SP_SET: SEAWALL
 AG0993_STAMPING: NO 1 1949
 AG0993_MARK LOGO: CGS
 AG0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0993+STABILITY: SURFACE MOTION
 AG0993
 AG0993  HISTORY     - Date     Condition        Report By
 AG0993  HISTORY     - 1949     MONUMENTED       CGS
 AG0993  HISTORY     - 1975     GOOD             FLDT
 AG0993  HISTORY     - 1982     GOOD             FLDNR
 AG0993  HISTORY     - 19990202 MARK NOT FOUND   USPSQD
 AG0993  HISTORY     - 20000202 MARK NOT FOUND   USPSQD
 AG0993  HISTORY     - 20010216 MARK NOT FOUND   USPSQD
 AG0993  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG0993
 AG0993                          STATION DESCRIPTION
 AG0993
 AG0993'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0993'AT ST PETERSBURG BCH.
 AG0993'TO REACH STATION FROM THE INTERSECTION OF PINELLAS BAYWAY
 AG0993'(35TH AVE.) AND PASS-A-GRILLE WAY (GULF BLVD. AND/OR S.R. 699),
 AG0993'RUN SOUTHERLY ALONG PASS-A-GRILLE WAY FOR 1.45 MILE TO THE
 AG0993'INTERSECTION OF 11TH AVE.  STATION ON LEFT, 38.5 FT. SOUTH OF
 AG0993'THE CENTERLINE OF 11TH AVE., 31.0 FT. EAST OF THE CENTERLINE
 AG0993'OF PASS-A-GRILLE WAY, 37.5 FT. SOUTH OF A CONCRETE POWER POLE
 AG0993'NUMBER 103700.  SET IN TOP OF A CONCRETE SEAWALL.  SECTION 19,
 AG0993'T 32 S, R 16 E.
 AG0993
 AG0993                          STATION RECOVERY (1982)
 AG0993
 AG0993'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0993'RECOVERED IN GOOD CONDITION.
 AG0993
 AG0993                          STATION RECOVERY (1999)
 AG0993
 AG0993'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0993'MARK NOT FOUND.
 AG0993
 AG0993                          STATION RECOVERY (2000)
 AG0993
 AG0993'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0993'MARK NOT FOUND.
 AG0993
 AG0993                          STATION RECOVERY (2001)
 AG0993
 AG0993'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG0993'THE SEAWALL CAP HAS BEEN REPLACED.
 AG0993
 AG0993                          STATION RECOVERY (2001)
 AG0993
 AG0993'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0993'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0999 ***********************************************************************
 AG0999  DESIGNATION -  872 6442 TIDAL 2
 AG0999  PID         -  AG0999
 AG0999  STATE/COUNTY-  FL/PINELLAS
 AG0999  COUNTRY     -  US
 AG0999  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0999
 AG0999                         *CURRENT SURVEY CONTROL
 AG0999  ______________________________________________________________________
 AG0999* NAD 83(1986) POSITION- 27 41 25.     (N) 082 44 11.     (W)   SCALED
 AG0999* NAVD 88 ORTHO HEIGHT -     1.591 (meters)        5.22  (feet) ADJUSTED
 AG0999  ______________________________________________________________________
 AG0999  GEOID HEIGHT    -        -24.342 (meters)                     GEOID18
 AG0999  DYNAMIC HEIGHT  -          1.589 (meters)        5.21  (feet) COMP
 AG0999  MODELED GRAVITY -    979,168.3   (mgal)                       NAVD 88
 AG0999
 AG0999  VERT ORDER      -  SECOND    CLASS I
 AG0999
 AG0999.The horizontal coordinates were scaled from a map and have
 AG0999.an estimated accuracy of +/- 6 seconds.
 AG0999
 AG0999.The orthometric height was determined by differential leveling and
 AG0999.adjusted by the NATIONAL GEODETIC SURVEY
 AG0999.in June 1991.
 AG0999
 AG0999.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0999.GEOID18 height accuracy estimate available here.
 AG0999
 AG0999.Click photographs - Photos may exist for this station.
 AG0999
 AG0999.The dynamic height is computed by dividing the NAVD 88
 AG0999.geopotential number by the normal gravity value computed on the
 AG0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0999.degrees latitude (g = 980.6199 gals.).
 AG0999
 AG0999.The modeled gravity was interpolated from observed gravity values.
 AG0999
 AG0999;                    North         East    Units  Estimated Accuracy
 AG0999;SPC FL W     -   372,110.      127,360.      MT  (+/- 180 meters Scaled)
 AG0999
 AG0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL287640(NAD 83)
 AG0999
 AG0999                          SUPERSEDED SURVEY CONTROL
 AG0999
 AG0999  NGVD 29 (??/??/92)    1.872  (m)            6.14   (f) ADJ UNCH    2 1
 AG0999
 AG0999.Superseded values are not recommended for survey control.
 AG0999
 AG0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0999.See file dsdata.pdf to determine how the superseded data were derived.
 AG0999
 AG0999_MARKER: DB = BENCH MARK DISK
 AG0999_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0999_SP_SET: SEAWALL
 AG0999_STAMPING: NO 2 1949
 AG0999_MARK LOGO: CGS
 AG0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0999+STABILITY: SURFACE MOTION
 AG0999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0999+SATELLITE: SATELLITE OBSERVATIONS - March 13, 2024
 AG0999
 AG0999  HISTORY     - Date     Condition        Report By
 AG0999  HISTORY     - 1949     MONUMENTED       CGS
 AG0999  HISTORY     - 1975     GOOD             FLDT
 AG0999  HISTORY     - 1978     GOOD             FL-103
 AG0999  HISTORY     - 1982     GOOD             FLDNR
 AG0999  HISTORY     - 19990202 GOOD             USPSQD
 AG0999  HISTORY     - 20000202 GOOD             USPSQD
 AG0999  HISTORY     - 20010216 GOOD             USPSQD
 AG0999  HISTORY     - 20010331 GOOD             NGS
 AG0999  HISTORY     - 20061103 GOOD             USPSQD
 AG0999  HISTORY     - 20240313 GOOD             FGLDSV
 AG0999
 AG0999                          STATION DESCRIPTION
 AG0999
 AG0999'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG0999'AT ST PETERSBURG BCH.
 AG0999'TO REACH STATION FROM THE INTERSECTION OF PINELLAS BAYWAY
 AG0999'(35TH AVE.) AND PASS-A-GRILLE WAY (GULF BLVD. AND/OR S.R. 699),
 AG0999'RUN SOUTHERLY ALONG PASS-A-GRILLE WAY FOR 1.35 MILE.  STATION
 AG0999'ON LEFT, 116.5 FT. NORTH OF 12TH AVE., 66.0 FT. EAST OF CENTERLINE
 AG0999'OF PASS-A-GRILLE WAY, 33.5 FT. NORTH OF THE MOST NORTHERLY PALM
 AG0999'OF A GROUP OF 3 PALMS, 20.5 FT. SOUTH OF A 20 IN PALM TREE,
 AG0999'AT NORTH END OF SEAWALL.  SET IN TOP OF A CONCRETE SEAWALL.
 AG0999'SECTION 18, T 32 S, R 16 E.
 AG0999
 AG0999                          STATION RECOVERY (1978)
 AG0999
 AG0999'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG0999'RECOVERED IN GOOD CONDITION.
 AG0999
 AG0999                          STATION RECOVERY (1982)
 AG0999
 AG0999'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0999'RECOVERED IN GOOD CONDITION.
 AG0999
 AG0999                          STATION RECOVERY (1999)
 AG0999
 AG0999'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0999'RECOVERED IN GOOD CONDITION.
 AG0999
 AG0999                          STATION RECOVERY (2000)
 AG0999
 AG0999'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0999'RECOVERED IN GOOD CONDITION.
 AG0999
 AG0999                          STATION RECOVERY (2001)
 AG0999
 AG0999'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG0999'RECOVERED IN GOOD CONDITION.
 AG0999
 AG0999                          STATION RECOVERY (2001)
 AG0999
 AG0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0999'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG0999
 AG0999                          STATION RECOVERY (2006)
 AG0999
 AG0999'RECOVERY NOTE BY US POWER SQUADRON 2006 (RLS)
 AG0999'RECOVERED IN GOOD CONDITION.
 AG0999
 AG0999                          STATION RECOVERY (2024)
 AG0999
 AG0999'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2024 (JKI)
 AG0999'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1000 ***********************************************************************
 AG1000  DESIGNATION -  872 6442 TIDAL 3
 AG1000  PID         -  AG1000
 AG1000  STATE/COUNTY-  FL/PINELLAS
 AG1000  COUNTRY     -  US
 AG1000  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG1000
 AG1000                         *CURRENT SURVEY CONTROL
 AG1000  ______________________________________________________________________
 AG1000* NAD 83(1986) POSITION- 27 41 19.     (N) 082 44 11.     (W)   SCALED
 AG1000* NAVD 88 ORTHO HEIGHT -     1.587 (meters)        5.21  (feet) ADJUSTED
 AG1000  ______________________________________________________________________
 AG1000  GEOID HEIGHT    -        -24.342 (meters)                     GEOID18
 AG1000  DYNAMIC HEIGHT  -          1.584 (meters)        5.20  (feet) COMP
 AG1000  MODELED GRAVITY -    979,168.1   (mgal)                       NAVD 88
 AG1000
 AG1000  VERT ORDER      -  SECOND    CLASS I
 AG1000
 AG1000.The horizontal coordinates were scaled from a map and have
 AG1000.an estimated accuracy of +/- 6 seconds.
 AG1000
 AG1000.The orthometric height was determined by differential leveling and
 AG1000.adjusted by the NATIONAL GEODETIC SURVEY
 AG1000.in June 1991.
 AG1000
 AG1000.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1000.GEOID18 height accuracy estimate available here.
 AG1000
 AG1000.Click photographs - Photos may exist for this station.
 AG1000
 AG1000.The dynamic height is computed by dividing the NAVD 88
 AG1000.geopotential number by the normal gravity value computed on the
 AG1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1000.degrees latitude (g = 980.6199 gals.).
 AG1000
 AG1000.The modeled gravity was interpolated from observed gravity values.
 AG1000
 AG1000;                    North         East    Units  Estimated Accuracy
 AG1000;SPC FL W     -   371,920.      127,360.      MT  (+/- 180 meters Scaled)
 AG1000
 AG1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL287639(NAD 83)
 AG1000
 AG1000                          SUPERSEDED SURVEY CONTROL
 AG1000
 AG1000  NGVD 29 (??/??/92)    1.867  (m)            6.13   (f) ADJ UNCH    2 1
 AG1000
 AG1000.Superseded values are not recommended for survey control.
 AG1000
 AG1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1000.See file dsdata.pdf to determine how the superseded data were derived.
 AG1000
 AG1000_MARKER: DB = BENCH MARK DISK
 AG1000_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG1000_SP_SET: SEAWALL
 AG1000_STAMPING: NO 3 1949
 AG1000_MARK LOGO: CGS
 AG1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1000+STABILITY: SURFACE MOTION
 AG1000
 AG1000  HISTORY     - Date     Condition        Report By
 AG1000  HISTORY     - 1949     MONUMENTED       CGS
 AG1000  HISTORY     - 1975     GOOD             FLDT
 AG1000  HISTORY     - 1982     GOOD             FLDNR
 AG1000  HISTORY     - 19990202 MARK NOT FOUND   USPSQD
 AG1000  HISTORY     - 20000202 MARK NOT FOUND   USPSQD
 AG1000  HISTORY     - 20010216 MARK NOT FOUND   USPSQD
 AG1000  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG1000
 AG1000                          STATION DESCRIPTION
 AG1000
 AG1000'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG1000'AT ST PETERSBURG BCH.
 AG1000'TO REACH STATION FROM THE INTERSECTION OF PINELLAS BAYWAY
 AG1000'(35TH AVE.) AND PASS-A-GRILLE WAY (GULF BLVD. AND/OR S.R. 699),
 AG1000'RUN SOUTHERLY ALONG PASS-A-GRILLE WAY FOR 1.5 MILE TO 10TH AVE.
 AG1000'STATION ON LEFT, 25.5 FT. NORTH OF THE CENTERLINE OF 10TH AVE.,
 AG1000'31.0 FT. EAST OF THE CENTERLINE OF PASS-A-GRILLE WAY, 23.0 FT.
 AG1000'NE FROM A CONCRETE LIGHT POLE (NO NUMBER).  SET IN TOP OF A
 AG1000'CONCRETE SEAWALL.  SECTION 19, T 32 S, R 16 E.
 AG1000
 AG1000                          STATION RECOVERY (1982)
 AG1000
 AG1000'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG1000'RECOVERED IN GOOD CONDITION.
 AG1000
 AG1000                          STATION RECOVERY (1999)
 AG1000
 AG1000'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG1000'MARK NOT FOUND.
 AG1000
 AG1000                          STATION RECOVERY (2000)
 AG1000
 AG1000'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG1000'MARK NOT FOUND.
 AG1000
 AG1000                          STATION RECOVERY (2001)
 AG1000
 AG1000'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG1000'THE SEAWALL CAP HAS BEEN REPLACED.
 AG1000
 AG1000                          STATION RECOVERY (2001)
 AG1000
 AG1000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG1000'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0991 ***********************************************************************
 AG0991  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0991  DESIGNATION -  872 6454 TIDAL 1
 AG0991  PID         -  AG0991
 AG0991  STATE/COUNTY-  FL/PINELLAS
 AG0991  COUNTRY     -  US
 AG0991  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0991
 AG0991                         *CURRENT SURVEY CONTROL
 AG0991  ______________________________________________________________________
 AG0991* NAD 83(1986) POSITION- 27 42 13.8    (N) 082 38 23.9    (W)   HD_HELD2
 AG0991* NAVD 88 ORTHO HEIGHT -     1.007 (meters)        3.30  (feet) ADJUSTED
 AG0991  ______________________________________________________________________
 AG0991  GEOID HEIGHT    -        -24.478 (meters)                     GEOID18
 AG0991  DYNAMIC HEIGHT  -          1.005 (meters)        3.30  (feet) COMP
 AG0991  MODELED GRAVITY -    979,166.5   (mgal)                       NAVD 88
 AG0991
 AG0991  VERT ORDER      -  SECOND    CLASS I
 AG0991
 AG0991.The horizontal coordinates were established by autonomous hand held GPS
 AG0991.observations and have an estimated accuracy of +/- 10 meters.
 AG0991
 AG0991.The orthometric height was determined by differential leveling and
 AG0991.adjusted by the NATIONAL GEODETIC SURVEY
 AG0991.in June 1991.
 AG0991
 AG0991.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0991.GEOID18 height accuracy estimate available here.
 AG0991
 AG0991.This Tidal Bench Mark is designated as VM 10635
 AG0991.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0991
 AG0991.Click photographs - Photos may exist for this station.
 AG0991
 AG0991.The dynamic height is computed by dividing the NAVD 88
 AG0991.geopotential number by the normal gravity value computed on the
 AG0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0991.degrees latitude (g = 980.6199 gals.).
 AG0991
 AG0991.The modeled gravity was interpolated from observed gravity values.
 AG0991
 AG0991;                    North         East    Units  Estimated Accuracy
 AG0991;SPC FL W     -   373,554.      136,883.      MT  (+/- 10 meters HH2 GPS)
 AG0991
 AG0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3830265471(NAD 83)
 AG0991
 AG0991                          SUPERSEDED SURVEY CONTROL
 AG0991
 AG0991  NGVD 29 (??/??/92)    1.292  (m)            4.24   (f) ADJ UNCH    2 1
 AG0991
 AG0991.Superseded values are not recommended for survey control.
 AG0991
 AG0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0991.See file dsdata.pdf to determine how the superseded data were derived.
 AG0991
 AG0991_MARKER: DB = BENCH MARK DISK
 AG0991_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0991_SP_SET: WALKWAY OF BOAT RAMP
 AG0991_STAMPING: NO 1 1975
 AG0991_MARK LOGO: NOS
 AG0991_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0991
 AG0991  HISTORY     - Date     Condition        Report By
 AG0991  HISTORY     - 1975     MONUMENTED       NOS
 AG0991  HISTORY     - 19820928 GOOD             FLDNR
 AG0991  HISTORY     - 19990118 GOOD             USPSQD
 AG0991  HISTORY     - 20010331 GOOD             NGS
 AG0991
 AG0991                          STATION DESCRIPTION
 AG0991
 AG0991'DESCRIBED BY FL DEPT OF NAT RES 1982 (RWH)
 AG0991'IN ST PETERSBURG.  RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION
 AG0991'FOLLOWS.  4.95 MI (7.97 KM) SOUTH ALONG 4TH STREET FROM THE POST
 AG0991'OFFICE AND THE INTERSECTION OF 1ST AVENUE NORTH AND 4TH STREET AT ST
 AG0991'PETERSBURG, GO EAST ON PINELLAS DRIVE TO THE WEST CORNER OF THE BAY
 AG0991'VISTA PLAYGROUND AND CITY PARK AT PINELLAS POINT, SET FLUSH IN THE
 AG0991'CONCRETE WALKWAY OF THE BOAT RAMP, 111 FT (33.8 M) SOUTH OF THE PARK
 AG0991'MAINTENANCE BUILDING, 65.9 FT (20.1 M) NORTHWEST OF USE BENCH MARK TH
 AG0991'99, AND 61.3 FT (18.7 M) NORTHEAST OF 872 6454 TIDAL 2.
 AG0991
 AG0991                          STATION RECOVERY (1999)
 AG0991
 AG0991'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0991'RECOVERED IN GOOD CONDITION.
 AG0991
 AG0991                          STATION RECOVERY (2001)
 AG0991
 AG0991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG0991'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0997 ***********************************************************************
 AG0997  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0997  DESIGNATION -  872 6454 TIDAL 2
 AG0997  PID         -  AG0997
 AG0997  STATE/COUNTY-  FL/PINELLAS
 AG0997  COUNTRY     -  US
 AG0997  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG0997
 AG0997                         *CURRENT SURVEY CONTROL
 AG0997  ______________________________________________________________________
 AG0997* NAD 83(1986) POSITION- 27 42 13.1    (N) 082 38 23.5    (W)   HD_HELD2
 AG0997* NAVD 88 ORTHO HEIGHT -     0.651 (meters)        2.14  (feet) ADJUSTED
 AG0997  ______________________________________________________________________
 AG0997  GEOID HEIGHT    -        -24.478 (meters)                     GEOID18
 AG0997  DYNAMIC HEIGHT  -          0.650 (meters)        2.13  (feet) COMP
 AG0997  MODELED GRAVITY -    979,166.5   (mgal)                       NAVD 88
 AG0997
 AG0997  VERT ORDER      -  SECOND    CLASS I
 AG0997
 AG0997.The horizontal coordinates were established by autonomous hand held GPS
 AG0997.observations and have an estimated accuracy of +/- 10 meters.
 AG0997
 AG0997.The orthometric height was determined by differential leveling and
 AG0997.adjusted by the NATIONAL GEODETIC SURVEY
 AG0997.in June 1991.
 AG0997
 AG0997.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0997.GEOID18 height accuracy estimate available here.
 AG0997
 AG0997.This Tidal Bench Mark is designated as VM 10636
 AG0997.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0997
 AG0997.Click photographs - Photos may exist for this station.
 AG0997
 AG0997.The dynamic height is computed by dividing the NAVD 88
 AG0997.geopotential number by the normal gravity value computed on the
 AG0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0997.degrees latitude (g = 980.6199 gals.).
 AG0997
 AG0997.The modeled gravity was interpolated from observed gravity values.
 AG0997
 AG0997;                    North         East    Units  Estimated Accuracy
 AG0997;SPC FL W     -   373,533.      136,894.      MT  (+/- 10 meters HH2 GPS)
 AG0997
 AG0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3831365449(NAD 83)
 AG0997
 AG0997                          SUPERSEDED SURVEY CONTROL
 AG0997
 AG0997  NGVD 29 (??/??/92)    0.936  (m)            3.07   (f) ADJ UNCH    2 1
 AG0997
 AG0997.Superseded values are not recommended for survey control.
 AG0997
 AG0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0997.See file dsdata.pdf to determine how the superseded data were derived.
 AG0997
 AG0997_MARKER: DB = BENCH MARK DISK
 AG0997_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0997_SP_SET: WALL OF BOAT RAMP
 AG0997_STAMPING: NO 2 1975
 AG0997_MARK LOGO: NOS
 AG0997_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0997+STABILITY: SURFACE MOTION
 AG0997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG0997+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2004
 AG0997
 AG0997  HISTORY     - Date     Condition        Report By
 AG0997  HISTORY     - 1975     MONUMENTED       NOS
 AG0997  HISTORY     - 19820928 GOOD             FLDNR
 AG0997  HISTORY     - 19990118 GOOD             USPSQD
 AG0997  HISTORY     - 20010331 GOOD             USPSQD
 AG0997  HISTORY     - 20041111 GOOD             USPSQD
 AG0997
 AG0997                          STATION DESCRIPTION
 AG0997
 AG0997'DESCRIBED BY FL DEPT OF NAT RES 1982 (RWH)
 AG0997'IN ST PETERSBURG.  RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION
 AG0997'FOLLOWS.  4.95 MI (7.97 KM) SOUTH ALONG 4TH STREET FROM THE POST
 AG0997'OFFICE AND THE INTERSECTION OF 1ST AVENUE NORTH AND 4TH STREET AT ST
 AG0997'PETERSBURG, GO EAST ON PINELLAS DRIVE TO THE WEST CORNER OF THE BAY
 AG0997'VISTA PLAYGROUND AND CITY PARK AT PINELLAS POINT, SET FLUSH IN THE
 AG0997'CONCRETE WALL OF THE BOAT RAMP, 136.4 FT (41.6 M) WEST OF USE BENCH
 AG0997'MARK TH 99, AND 61.3 FT (18.7 M) NORTHEAST OF 872 6454 TIDAL 1.
 AG0997
 AG0997                          STATION RECOVERY (1999)
 AG0997
 AG0997'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG0997'RECOVERED IN GOOD CONDITION.
 AG0997
 AG0997                          STATION RECOVERY (2001)
 AG0997
 AG0997'RECOVERY NOTE BY US POWER SQUADRON 2001
 AG0997'RECOVERED IN GOOD CONDITION.
 AG0997
 AG0997                          STATION RECOVERY (2004)
 AG0997
 AG0997'RECOVERY NOTE BY US POWER SQUADRON 2004 (DRB)
 AG0997'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7516 ***********************************************************************
 AG7516  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7516  DESIGNATION -  872 6467 A TIDAL
 AG7516  PID         -  AG7516
 AG7516  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7516  COUNTRY     -  US
 AG7516  USGS QUAD   -  RUSKIN (2018)
 AG7516
 AG7516                         *CURRENT SURVEY CONTROL
 AG7516  ______________________________________________________________________
 AG7516* NAD 83(1986) POSITION- 27 43 09.     (N) 082 26 53.     (W)   SCALED
 AG7516* NAVD 88 ORTHO HEIGHT -     0.581 (meters)        1.91  (feet) ADJUSTED
 AG7516  ______________________________________________________________________
 AG7516  GEOID HEIGHT    -        -24.787 (meters)                     GEOID18
 AG7516  DYNAMIC HEIGHT  -          0.580 (meters)        1.90  (feet) COMP
 AG7516  MODELED GRAVITY -    979,160.0   (mgal)                       NAVD 88
 AG7516
 AG7516  VERT ORDER      -  SECOND    CLASS I
 AG7516
 AG7516.The horizontal coordinates were scaled from a map and have
 AG7516.an estimated accuracy of +/- 6 seconds.
 AG7516
 AG7516.The orthometric height was determined by differential leveling and
 AG7516.adjusted by the NATIONAL GEODETIC SURVEY
 AG7516.in June 1991.
 AG7516
 AG7516.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7516.GEOID18 height accuracy estimate available here.
 AG7516
 AG7516.This Tidal Bench Mark is designated as VM 17379
 AG7516.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7516
 AG7516.Click photographs - Photos may exist for this station.
 AG7516
 AG7516.The dynamic height is computed by dividing the NAVD 88
 AG7516.geopotential number by the normal gravity value computed on the
 AG7516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7516.degrees latitude (g = 980.6199 gals.).
 AG7516
 AG7516.The modeled gravity was interpolated from observed gravity values.
 AG7516
 AG7516;                    North         East    Units  Estimated Accuracy
 AG7516;SPC FL W     -   375,170.      155,820.      MT  (+/- 180 meters Scaled)
 AG7516
 AG7516_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL572669(NAD 83)
 AG7516
 AG7516                          SUPERSEDED SURVEY CONTROL
 AG7516
 AG7516.No superseded survey control is available for this station.
 AG7516
 AG7516_MARKER: DD = SURVEY DISK
 AG7516_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7516_SP_SET: SEAWALL
 AG7516_STAMPING: 6467 A 1977
 AG7516_MARK LOGO: NOS
 AG7516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7516+STABILITY: SURFACE MOTION
 AG7516
 AG7516  HISTORY     - Date     Condition        Report By
 AG7516  HISTORY     - 1977     MONUMENTED       NOS
 AG7516  HISTORY     - 1982     GOOD             FLDNR
 AG7516
 AG7516                          STATION DESCRIPTION
 AG7516
 AG7516'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7516'IN RUSKIN.
 AG7516'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7516'POINT ROAD, GO 0.8 MILE WEST ON SHELL POINT ROAD TO YOST TRAILER
 AG7516'PARK, GO TO THE SOUTH SIDE OF THE TRAILER PARK AND THE MARK.
 AG7516'THE MARK IS SET IN THE TOP OF THE SEAWALL, 53.5 FEET EAST OF THE
 AG7516'EAST END OF A DILAPIDATED WOODEN DOCK, 4.5 FEET WEST OF THE SOUTHWEST
 AG7516'CORNER OF THE BOAT BASIN, AND 1 FOOT NORTH OF THE SOUTH EDGE
 AG7516'OF THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7515 ***********************************************************************
 AG7515  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7515  DESIGNATION -  872 6467 B TIDAL
 AG7515  PID         -  AG7515
 AG7515  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7515  COUNTRY     -  US
 AG7515  USGS QUAD   -  RUSKIN (2018)
 AG7515
 AG7515                         *CURRENT SURVEY CONTROL
 AG7515  ______________________________________________________________________
 AG7515* NAD 83(1986) POSITION- 27 43 09.17   (N) 082 26 53.87   (W)   HD_HELD1
 AG7515* NAVD 88 ORTHO HEIGHT -     0.664 (meters)        2.18  (feet) ADJUSTED
 AG7515  ______________________________________________________________________
 AG7515  GEOID HEIGHT    -        -24.787 (meters)                     GEOID18
 AG7515  DYNAMIC HEIGHT  -          0.663 (meters)        2.18  (feet) COMP
 AG7515  MODELED GRAVITY -    979,160.0   (mgal)                       NAVD 88
 AG7515
 AG7515  VERT ORDER      -  FIRST     CLASS II
 AG7515
 AG7515.The horizontal coordinates were determined by differentially corrected
 AG7515.hand held GPS observations or other comparable positioning techniques
 AG7515.and have an estimated accuracy of +/- 3 meters.
 AG7515
 AG7515.The orthometric height was determined by differential leveling and
 AG7515.adjusted by the NATIONAL GEODETIC SURVEY
 AG7515.in July 2009.
 AG7515
 AG7515.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7515.GEOID18 height accuracy estimate available here.
 AG7515
 AG7515.This Tidal Bench Mark is designated as VM 6508
 AG7515.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7515
 AG7515.Click photographs - Photos may exist for this station.
 AG7515
 AG7515.The dynamic height is computed by dividing the NAVD 88
 AG7515.geopotential number by the normal gravity value computed on the
 AG7515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7515.degrees latitude (g = 980.6199 gals.).
 AG7515
 AG7515.The modeled gravity was interpolated from observed gravity values.
 AG7515
 AG7515;                    North         East    Units  Estimated Accuracy
 AG7515;SPC FL W     -   375,175.3     155,793.2     MT  (+/- 3 meters HH1 GPS) 
 AG7515
 AG7515_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5722366938(NAD 83)
 AG7515
 AG7515                          SUPERSEDED SURVEY CONTROL
 AG7515
 AG7515  NAVD 88 (06/15/91)    0.667  (m)            2.19   (f) SUPERSEDED  2 1
 AG7515
 AG7515.Superseded values are not recommended for survey control.
 AG7515
 AG7515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7515.See file dsdata.pdf to determine how the superseded data were derived.
 AG7515
 AG7515_MARKER: DD = SURVEY DISK
 AG7515_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7515_SP_SET: SEAWALL
 AG7515_STAMPING: 6467 B 1977
 AG7515_MARK LOGO: NOS
 AG7515_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7515+STABILITY: SURFACE MOTION
 AG7515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7515+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 AG7515
 AG7515  HISTORY     - Date     Condition        Report By
 AG7515  HISTORY     - 1977     MONUMENTED       NOS
 AG7515  HISTORY     - 1982     GOOD             FLDNR
 AG7515  HISTORY     - 19910326 GOOD             USPSQD
 AG7515  HISTORY     - 20070927 GOOD             FLDEP
 AG7515  HISTORY     - 20080418 GOOD             FL-057
 AG7515
 AG7515                          STATION DESCRIPTION
 AG7515
 AG7515'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7515'IN RUSKIN.
 AG7515'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7515'POINT ROAD, GO 0.8 MILE WEST ON SHELL POINT ROAD TO YOST TRAILER
 AG7515'PARK, GO TO THE SOUTH SIDE OF THE TRAILER PARK AND THE MARK.
 AG7515'THE MARK BEARS 34.5 FEET SOUTH OF THE CENTERLINE OF THE PAVED ROAD
 AG7515'AROUND THE TRAILER PARK, 18 FEET SOUTH OF THE NORTH END OF THE BOAT
 AG7515'RAMP, AND 0.6 FOOT WEST OF THE WEST EDGE OF THE BOAT RAMP.
 AG7515
 AG7515                          STATION RECOVERY (1991)
 AG7515
 AG7515'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7515'RECOVERED IN GOOD CONDITION.
 AG7515
 AG7515                          STATION RECOVERY (2007)
 AG7515
 AG7515'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7515'RECOVERED AS DESCRIBED.
 AG7515
 AG7515                          STATION RECOVERY (2008)
 AG7515
 AG7515'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2008 (JG)
 AG7515'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7514 ***********************************************************************
 AG7514  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7514  DESIGNATION -  872 6467 C TIDAL
 AG7514  PID         -  AG7514
 AG7514  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7514  COUNTRY     -  US
 AG7514  USGS QUAD   -  RUSKIN (2018)
 AG7514
 AG7514                         *CURRENT SURVEY CONTROL
 AG7514  ______________________________________________________________________
 AG7514* NAD 83(1986) POSITION- 27 43 10.30   (N) 082 26 56.28   (W)   HD_HELD1
 AG7514* NAVD 88 ORTHO HEIGHT -     0.921 (meters)        3.02  (feet) ADJUSTED
 AG7514  ______________________________________________________________________
 AG7514  GEOID HEIGHT    -        -24.786 (meters)                     GEOID18
 AG7514  DYNAMIC HEIGHT  -          0.920 (meters)        3.02  (feet) COMP
 AG7514  MODELED GRAVITY -    979,160.0   (mgal)                       NAVD 88
 AG7514
 AG7514  VERT ORDER      -  FIRST     CLASS II
 AG7514
 AG7514.The horizontal coordinates were determined by differentially corrected
 AG7514.hand held GPS observations or other comparable positioning techniques
 AG7514.and have an estimated accuracy of +/- 3 meters.
 AG7514
 AG7514.The orthometric height was determined by differential leveling and
 AG7514.adjusted by the NATIONAL GEODETIC SURVEY
 AG7514.in July 2009.
 AG7514
 AG7514.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7514.GEOID18 height accuracy estimate available here.
 AG7514
 AG7514.This Tidal Bench Mark is designated as VM 6509
 AG7514.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7514
 AG7514.Click photographs - Photos may exist for this station.
 AG7514
 AG7514.The dynamic height is computed by dividing the NAVD 88
 AG7514.geopotential number by the normal gravity value computed on the
 AG7514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7514.degrees latitude (g = 980.6199 gals.).
 AG7514
 AG7514.The modeled gravity was interpolated from observed gravity values.
 AG7514
 AG7514;                    North         East    Units  Estimated Accuracy
 AG7514;SPC FL W     -   375,210.4     155,727.3     MT  (+/- 3 meters HH1 GPS) 
 AG7514
 AG7514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5715866973(NAD 83)
 AG7514
 AG7514                          SUPERSEDED SURVEY CONTROL
 AG7514
 AG7514  NAVD 88 (06/15/91)    0.925  (m)            3.03   (f) SUPERSEDED  2 1
 AG7514
 AG7514.Superseded values are not recommended for survey control.
 AG7514
 AG7514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7514.See file dsdata.pdf to determine how the superseded data were derived.
 AG7514
 AG7514_MARKER: DD = SURVEY DISK
 AG7514_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7514_SP_SET: BOATLIFT PLATFORM
 AG7514_STAMPING: 6467 C 1977
 AG7514_MARK LOGO: NOS
 AG7514_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7514_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7514+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 AG7514
 AG7514  HISTORY     - Date     Condition        Report By
 AG7514  HISTORY     - 1977     MONUMENTED       NOS
 AG7514  HISTORY     - 1982     GOOD             FLDNR
 AG7514  HISTORY     - 19910326 GOOD             USPSQD
 AG7514  HISTORY     - 20070927 GOOD             FLDEP
 AG7514  HISTORY     - 20080418 GOOD             FL-057
 AG7514
 AG7514                          STATION DESCRIPTION
 AG7514
 AG7514'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7514'IN RUSKIN.
 AG7514'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7514'POINT ROAD, GO 0.8 MILE WEST ON SHELL POINT ROAD TO YOST TRAILER
 AG7514'PARK, GO TO THE SOUTH SIDE OF THE TRAILER PARK AND THE MARK.
 AG7514'THE MARK BEARS 28.5 FEET WEST OF THE CENTERLINE OF THE PAVED ROAD
 AG7514'AROUND THE TRAILER PARK, 1 FOOT WEST OF THE EAST SIDE OF THE
 AG7514'BOATLIFT, 8.3 FEET EAST OF THE CENTER OF THE BOATLIFT, AND IS AT
 AG7514'THE SOUTHEAST CORNER OF THE BOATLIFT.
 AG7514
 AG7514                          STATION RECOVERY (1991)
 AG7514
 AG7514'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7514'RECOVERED IN GOOD CONDITION.
 AG7514
 AG7514                          STATION RECOVERY (2007)
 AG7514
 AG7514'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7514'RECOVERED AS DESCRIBED.
 AG7514
 AG7514                          STATION RECOVERY (2008)
 AG7514
 AG7514'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2008 (JG)
 AG7514'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7513 ***********************************************************************
 AG7513  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7513  DESIGNATION -  872 6467 E TIDAL
 AG7513  PID         -  AG7513
 AG7513  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7513  COUNTRY     -  US
 AG7513  USGS QUAD   -  RUSKIN (2018)
 AG7513
 AG7513                         *CURRENT SURVEY CONTROL
 AG7513  ______________________________________________________________________
 AG7513* NAD 83(1986) POSITION- 27 43 14.     (N) 082 26 53.     (W)   SCALED
 AG7513* NAVD 88 ORTHO HEIGHT -     1.302 (meters)        4.27  (feet) ADJUSTED
 AG7513  ______________________________________________________________________
 AG7513  GEOID HEIGHT    -        -24.788 (meters)                     GEOID18
 AG7513  DYNAMIC HEIGHT  -          1.300 (meters)        4.27  (feet) COMP
 AG7513  MODELED GRAVITY -    979,160.2   (mgal)                       NAVD 88
 AG7513
 AG7513  VERT ORDER      -  FIRST     CLASS II
 AG7513
 AG7513.The horizontal coordinates were scaled from a map and have
 AG7513.an estimated accuracy of +/- 6 seconds.
 AG7513
 AG7513.The orthometric height was determined by differential leveling and
 AG7513.adjusted by the NATIONAL GEODETIC SURVEY
 AG7513.in June 1991.
 AG7513
 AG7513.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7513.GEOID18 height accuracy estimate available here.
 AG7513
 AG7513.This Tidal Bench Mark is designated as VM 6510
 AG7513.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7513
 AG7513.Click photographs - Photos may exist for this station.
 AG7513
 AG7513.The dynamic height is computed by dividing the NAVD 88
 AG7513.geopotential number by the normal gravity value computed on the
 AG7513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7513.degrees latitude (g = 980.6199 gals.).
 AG7513
 AG7513.The modeled gravity was interpolated from observed gravity values.
 AG7513
 AG7513;                    North         East    Units  Estimated Accuracy
 AG7513;SPC FL W     -   375,320.      155,820.      MT  (+/- 180 meters Scaled)
 AG7513
 AG7513_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL572670(NAD 83)
 AG7513
 AG7513                          SUPERSEDED SURVEY CONTROL
 AG7513
 AG7513.No superseded survey control is available for this station.
 AG7513
 AG7513_MARKER: DB = BENCH MARK DISK
 AG7513_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7513_STAMPING: 6467 E 1977
 AG7513_MARK LOGO: NOS
 AG7513_PROJECTION: FLUSH
 AG7513_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7513+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 AG7513_ROD/PIPE-DEPTH: 12.2 meters
 AG7513
 AG7513  HISTORY     - Date     Condition        Report By
 AG7513  HISTORY     - 1977     MONUMENTED       NOS
 AG7513  HISTORY     - 1982     GOOD             FLDNR
 AG7513  HISTORY     - 19910326 GOOD             USPSQD
 AG7513  HISTORY     - 20080418 GOOD             FLDEP
 AG7513
 AG7513                          STATION DESCRIPTION
 AG7513
 AG7513'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7513'IN RUSKIN.
 AG7513'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7513'POINT ROAD, GO 0.8 MILE WEST ON SHELL POINT ROAD TO YOST TRAILER
 AG7513'PARK AND THE MARK.  THE MARK BEARS 26.5 FEET NORTH OF THE
 AG7513'CENTERLINE OF SHELL POINT ROAD, 1.6 FEET EAST OF TELEPHONE POLE
 AG7513'25, 120 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RUSKIN
 AG7513'DRIVE-IN RESTAURANT, AND 0.8 FOOT SOUTH OF A WITNESS POST.
 AG7513
 AG7513                          STATION RECOVERY (1991)
 AG7513
 AG7513'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7513'RECOVERED IN GOOD CONDITION.
 AG7513
 AG7513                          STATION RECOVERY (2008)
 AG7513
 AG7513'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG7513'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1733 ***********************************************************************
 DL1733  DESIGNATION -  872 6467 F TIDAL
 DL1733  PID         -  DL1733
 DL1733  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1733  COUNTRY     -  US
 DL1733  USGS QUAD   -  RUSKIN (2018)
 DL1733
 DL1733                         *CURRENT SURVEY CONTROL
 DL1733  ______________________________________________________________________
 DL1733* NAD 83(1986) POSITION- 27 43 15.     (N) 082 27 06.     (W)   SCALED
 DL1733* NAVD 88 ORTHO HEIGHT -     1.271 (meters)        4.17  (feet) ADJUSTED
 DL1733  ______________________________________________________________________
 DL1733  GEOID HEIGHT    -        -24.783 (meters)                     GEOID18
 DL1733  DYNAMIC HEIGHT  -          1.269 (meters)        4.16  (feet) COMP
 DL1733  MODELED GRAVITY -    979,160.4   (mgal)                       NAVD 88
 DL1733
 DL1733  VERT ORDER      -  FIRST     CLASS II
 DL1733
 DL1733.The horizontal coordinates were scaled from a map and have
 DL1733.an estimated accuracy of +/- 6 seconds.
 DL1733
 DL1733.The orthometric height was determined by differential leveling and
 DL1733.adjusted by the NATIONAL GEODETIC SURVEY
 DL1733.in July 2009.
 DL1733
 DL1733.No vertical observational check was made to the station.
 DL1733
 DL1733.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1733.GEOID18 height accuracy estimate available here.
 DL1733
 DL1733.Click photographs - Photos may exist for this station.
 DL1733
 DL1733.The dynamic height is computed by dividing the NAVD 88
 DL1733.geopotential number by the normal gravity value computed on the
 DL1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1733.degrees latitude (g = 980.6199 gals.).
 DL1733
 DL1733.The modeled gravity was interpolated from observed gravity values.
 DL1733
 DL1733;                    North         East    Units  Estimated Accuracy
 DL1733;SPC FL W     -   375,360.      155,460.      MT  (+/- 180 meters Scaled)
 DL1733
 DL1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL568671(NAD 83)
 DL1733
 DL1733                          SUPERSEDED SURVEY CONTROL
 DL1733
 DL1733.No superseded survey control is available for this station.
 DL1733
 DL1733_MARKER: DD = SURVEY DISK
 DL1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1733_STAMPING: 6467 F 2007
 DL1733_MARK LOGO: FLDEP
 DL1733_PROJECTION: FLUSH
 DL1733_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1733+STABILITY: SURFACE MOTION
 DL1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1733+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2007
 DL1733
 DL1733  HISTORY     - Date     Condition        Report By
 DL1733  HISTORY     - 20071012 MONUMENTED       FLDEP
 DL1733
 DL1733                          STATION DESCRIPTION
 DL1733
 DL1733'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1733'THE MARK IS IN RUSKIN, IN SECTION 1, TOWNSHIP 32 SOUTH, RANGE 18 EAST.
 DL1733'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL)
 DL1733'AND STATE HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S.
 DL1733'HIGHWAY 41 (TAMIAMI TRAIL) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DL1733'SHELL POINT ROAD, TURN LEFT ON SHELL POINT ROAD AND GO WEST FOR 1.1 MI
 DL1733'(1.8 KM) TO THE JUNCTION OF 14TH STREET NORTHWEST ON THE RIGHT AND THE
 DL1733'MARK ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH
 DL1733'WITH THE GROUND AND 1.0 FT (0.3 M) BELOW THE LEVEL OF SHELL POINT
 DL1733'ROAD.
 DL1733'
 DL1733'LOCATED 38.5 FT (11.7 M) NORTH OF THE CENTERLINE OF SHELL POINT ROAD,
 DL1733'29.5 FT (9.0 M) WEST OF THE CENTERLINE OF 14TH STREET NORTHWEST, 7.5
 DL1733'FT (2.3 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A METAL GTE
 DL1733'TELEPHONE CABLE BOX NUMBERED 3053, 5.1 FT (1.6 M) SOUTH OF A WOODEN
 DL1733'POWER POLE NUMBER 25380 33131 AND 5.0 FT (1.5 M) SOUTH OF A CARSONITE
 DL1733'WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7518 ***********************************************************************
 AG7518  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7518  DESIGNATION -  872 6468 A TIDAL
 AG7518  PID         -  AG7518
 AG7518  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7518  COUNTRY     -  US
 AG7518  USGS QUAD   -  RUSKIN (2018)
 AG7518
 AG7518                         *CURRENT SURVEY CONTROL
 AG7518  ______________________________________________________________________
 AG7518* NAD 83(1986) POSITION- 27 43 10.     (N) 082 28 39.     (W)   SCALED
 AG7518* NAVD 88 ORTHO HEIGHT -     0.767 (meters)        2.52  (feet) ADJUSTED
 AG7518  ______________________________________________________________________
 AG7518  GEOID HEIGHT    -        -24.744 (meters)                     GEOID18
 AG7518  DYNAMIC HEIGHT  -          0.766 (meters)        2.51  (feet) COMP
 AG7518  MODELED GRAVITY -    979,161.5   (mgal)                       NAVD 88
 AG7518
 AG7518  VERT ORDER      -  SECOND    CLASS I
 AG7518
 AG7518.The horizontal coordinates were scaled from a map and have
 AG7518.an estimated accuracy of +/- 6 seconds.
 AG7518
 AG7518.The orthometric height was determined by differential leveling and
 AG7518.adjusted by the NATIONAL GEODETIC SURVEY
 AG7518.in June 1991.
 AG7518
 AG7518.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7518.GEOID18 height accuracy estimate available here.
 AG7518
 AG7518.This Tidal Bench Mark is designated as VM 6515
 AG7518.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7518
 AG7518.Click photographs - Photos may exist for this station.
 AG7518
 AG7518.The dynamic height is computed by dividing the NAVD 88
 AG7518.geopotential number by the normal gravity value computed on the
 AG7518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7518.degrees latitude (g = 980.6199 gals.).
 AG7518
 AG7518.The modeled gravity was interpolated from observed gravity values.
 AG7518
 AG7518;                    North         East    Units  Estimated Accuracy
 AG7518;SPC FL W     -   375,210.      152,910.      MT  (+/- 180 meters Scaled)
 AG7518
 AG7518_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL543669(NAD 83)
 AG7518
 AG7518                          SUPERSEDED SURVEY CONTROL
 AG7518
 AG7518.No superseded survey control is available for this station.
 AG7518
 AG7518_MARKER: DD = SURVEY DISK
 AG7518_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7518_SP_SET: SEAWALL
 AG7518_STAMPING: 6468 A 1977
 AG7518_MARK LOGO: NOS
 AG7518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7518+STABILITY: SURFACE MOTION
 AG7518_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7518+SATELLITE: SATELLITE OBSERVATIONS - December 12, 2007
 AG7518
 AG7518  HISTORY     - Date     Condition        Report By
 AG7518  HISTORY     - 1977     MONUMENTED       NOS
 AG7518  HISTORY     - 1982     GOOD             FLDNR
 AG7518  HISTORY     - 19910326 GOOD             USPSQD
 AG7518  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG7518  HISTORY     - 20071212 GOOD             FL-057
 AG7518
 AG7518                          STATION DESCRIPTION
 AG7518
 AG7518'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7518'2.8 MI WEST FROM RUSKIN.
 AG7518'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7518'POINT ROAD, GO 2.8 MILES WEST ON SHELL POINT ROAD TO THE SHELL
 AG7518'POINT FISH CAMP AND THE MARK.
 AG7518'THE MARK BEARS 1.3 FEET WEST OF THE SOUTHEAST CORNER OF THE SEAWALL,
 AG7518'32.3 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A SMALL HOUSE
 AG7518'OVERHANGING THE WATER, AND ABOUT 200 FEET EAST-SOUTHEAST OF TIDAL
 AG7518'BENCH MARK NO 1 1957.
 AG7518
 AG7518                          STATION RECOVERY (1991)
 AG7518
 AG7518'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7518'RECOVERED IN GOOD CONDITION.
 AG7518
 AG7518                          STATION RECOVERY (2005)
 AG7518
 AG7518'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7518'MARK WAS NOT FOUND. THE SHELL POINT FISH CAMP REFERENCED IN THE 1982
 AG7518'DESCRIPTION NO LONGER EXISTS. THE AREA IS NOW THE SHELL POINT MARINA
 AG7518'GROUNDS. THE SITE OF THE SOUTHEAST CORNER OF THE SEAWALL REFERENCED IN
 AG7518'THE 1982 DESCRIPTION COULD NOT BE DETERMINED.
 AG7518
 AG7518                          STATION RECOVERY (2007)
 AG7518
 AG7518'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2007 (JG)
 AG7518'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7517 ***********************************************************************
 AG7517  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7517  DESIGNATION -  872 6468 B TIDAL
 AG7517  PID         -  AG7517
 AG7517  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7517  COUNTRY     -  US
 AG7517  USGS QUAD   -  RUSKIN (2018)
 AG7517
 AG7517                         *CURRENT SURVEY CONTROL
 AG7517  ______________________________________________________________________
 AG7517* NAD 83(1986) POSITION- 27 43 10.     (N) 082 28 39.     (W)   SCALED
 AG7517* NAVD 88 ORTHO HEIGHT -     0.661 (meters)        2.17  (feet) ADJUSTED
 AG7517  ______________________________________________________________________
 AG7517  GEOID HEIGHT    -        -24.744 (meters)                     GEOID18
 AG7517  DYNAMIC HEIGHT  -          0.660 (meters)        2.17  (feet) COMP
 AG7517  MODELED GRAVITY -    979,161.5   (mgal)                       NAVD 88
 AG7517
 AG7517  VERT ORDER      -  FIRST     CLASS II
 AG7517
 AG7517.The horizontal coordinates were scaled from a map and have
 AG7517.an estimated accuracy of +/- 6 seconds.
 AG7517
 AG7517.The orthometric height was determined by differential leveling and
 AG7517.adjusted by the NATIONAL GEODETIC SURVEY
 AG7517.in July 2009.
 AG7517
 AG7517.No vertical observational check was made to the station.
 AG7517
 AG7517.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7517.GEOID18 height accuracy estimate available here.
 AG7517
 AG7517.This Tidal Bench Mark is designated as VM 6516
 AG7517.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7517
 AG7517.Click photographs - Photos may exist for this station.
 AG7517
 AG7517.The dynamic height is computed by dividing the NAVD 88
 AG7517.geopotential number by the normal gravity value computed on the
 AG7517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7517.degrees latitude (g = 980.6199 gals.).
 AG7517
 AG7517.The modeled gravity was interpolated from observed gravity values.
 AG7517
 AG7517;                    North         East    Units  Estimated Accuracy
 AG7517;SPC FL W     -   375,210.      152,910.      MT  (+/- 180 meters Scaled)
 AG7517
 AG7517_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL543669(NAD 83)
 AG7517
 AG7517                          SUPERSEDED SURVEY CONTROL
 AG7517
 AG7517  NAVD 88 (06/15/91)    0.663  (m)            2.18   (f) SUPERSEDED  2 1
 AG7517
 AG7517.Superseded values are not recommended for survey control.
 AG7517
 AG7517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7517.See file dsdata.pdf to determine how the superseded data were derived.
 AG7517
 AG7517_MARKER: DD = SURVEY DISK
 AG7517_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7517_SP_SET: SEAWALL
 AG7517_STAMPING: 6468 B 1977
 AG7517_MARK LOGO: NOS
 AG7517_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7517+STABILITY: SURFACE MOTION
 AG7517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7517+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2008
 AG7517
 AG7517  HISTORY     - Date     Condition        Report By
 AG7517  HISTORY     - 1977     MONUMENTED       NOS
 AG7517  HISTORY     - 1982     GOOD             FLDNR
 AG7517  HISTORY     - 19910326 GOOD             USPSQD
 AG7517  HISTORY     - 20050306 GOOD             USPSQD
 AG7517  HISTORY     - 20071212 GOOD             FL-057
 AG7517  HISTORY     - 20080412 GOOD             FLDEP
 AG7517  HISTORY     - 20150708 MARK NOT FOUND   INDIV
 AG7517
 AG7517                          STATION DESCRIPTION
 AG7517
 AG7517'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7517'2.8 MI WEST FROM RUSKIN.
 AG7517'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7517'POINT ROAD, GO 2.8 MILES WEST ON SHELL POINT ROAD TO THE SHELL
 AG7517'POINT FISH CAMP AND THE MARK.
 AG7517'THE MARK BEARS 12 FEET EAST OF THE SOUTHWEST CORNER OF THE SEAWALL,
 AG7517'81 FEET WEST OF THE NORTHWEST CORNER OF A WOODEN DOCK, AND 16.4
 AG7517'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A COVERED TABLE AREA
 AG7517'FOR CLEANING FISH.
 AG7517
 AG7517                          STATION RECOVERY (1991)
 AG7517
 AG7517'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7517'RECOVERED IN GOOD CONDITION.
 AG7517
 AG7517                          STATION RECOVERY (2005)
 AG7517
 AG7517'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7517'MARK FOUND GOOD. THE SHELL POINT FISH CAMP REFERENCED IN THE 1982
 AG7517'DESCRIPTION NO LONGER EXISTS. THE AREA IS NOW THE SHELL POINT MARINA
 AG7517'GROUNDS. THERE ARE SEVERAL WOODEN DOCKS IN THE AREA EAST OF THE MARK.
 AG7517'THE COVERED TABLE AREA FOR CLEANING FISH DESCRIBED IN THE 1982
 AG7517'DESCRIPTION IS NOW A COVERED OPEN BAR AREA.
 AG7517
 AG7517                          STATION RECOVERY (2007)
 AG7517
 AG7517'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2007 (JG)
 AG7517'RECOVERED IN GOOD CONDITION.
 AG7517
 AG7517                          STATION RECOVERY (2008)
 AG7517
 AG7517'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JRH)
 AG7517'RECOVERED AS DESCRIBED.
 AG7517
 AG7517                          STATION RECOVERY (2015)
 AG7517
 AG7517'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (RN)
 AG7517'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1734 ***********************************************************************
 DL1734  DESIGNATION -  872 6468 C TIDAL
 DL1734  PID         -  DL1734
 DL1734  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1734  COUNTRY     -  US
 DL1734  USGS QUAD   -  RUSKIN (2018)
 DL1734
 DL1734                         *CURRENT SURVEY CONTROL
 DL1734  ______________________________________________________________________
 DL1734* NAD 83(1986) POSITION- 27 43 27.     (N) 082 28 51.     (W)   SCALED
 DL1734* NAVD 88 ORTHO HEIGHT -     1.064 (meters)        3.49  (feet) ADJUSTED
 DL1734  ______________________________________________________________________
 DL1734  GEOID HEIGHT    -        -24.743 (meters)                     GEOID18
 DL1734  DYNAMIC HEIGHT  -          1.062 (meters)        3.48  (feet) COMP
 DL1734  MODELED GRAVITY -    979,162.2   (mgal)                       NAVD 88
 DL1734
 DL1734  VERT ORDER      -  FIRST     CLASS II
 DL1734
 DL1734.The horizontal coordinates were scaled from a map and have
 DL1734.an estimated accuracy of +/- 6 seconds.
 DL1734
 DL1734.The orthometric height was determined by differential leveling and
 DL1734.adjusted by the NATIONAL GEODETIC SURVEY
 DL1734.in July 2009.
 DL1734
 DL1734.No vertical observational check was made to the station.
 DL1734
 DL1734.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1734.GEOID18 height accuracy estimate available here.
 DL1734
 DL1734.Click photographs - Photos may exist for this station.
 DL1734
 DL1734.The dynamic height is computed by dividing the NAVD 88
 DL1734.geopotential number by the normal gravity value computed on the
 DL1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1734.degrees latitude (g = 980.6199 gals.).
 DL1734
 DL1734.The modeled gravity was interpolated from observed gravity values.
 DL1734
 DL1734;                    North         East    Units  Estimated Accuracy
 DL1734;SPC FL W     -   375,740.      152,590.      MT  (+/- 180 meters Scaled)
 DL1734
 DL1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL540675(NAD 83)
 DL1734
 DL1734                          SUPERSEDED SURVEY CONTROL
 DL1734
 DL1734.No superseded survey control is available for this station.
 DL1734
 DL1734_MARKER: F = FLANGE-ENCASED ROD
 DL1734_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1734_STAMPING: 6468 C 2007
 DL1734_MARK LOGO: NGS
 DL1734_PROJECTION: FLUSH
 DL1734_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1734_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1734+SATELLITE: SATELLITE OBSERVATIONS - October 12, 2007
 DL1734_ROD/PIPE-DEPTH: 6.7 meters
 DL1734
 DL1734  HISTORY     - Date     Condition        Report By
 DL1734  HISTORY     - 20071012 MONUMENTED       FLDEP
 DL1734
 DL1734                          STATION DESCRIPTION
 DL1734
 DL1734'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1734'THE MARK IS IN RUSKIN, IN SECTION 2, TOWNSHIP 32 SOUTH, RANGE 18 EAST.
 DL1734'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL)
 DL1734'AND STATE HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S.
 DL1734'HIGHWAY 41 (TAMIAMI TRAIL) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DL1734'SHELL POINT ROAD, TURN LEFT ON SHELL POINT ROAD AND GO WEST FOR 2.35
 DL1734'MI (3.8 KM) TO THE JUNCTION OF 32ND STREET ON THE RIGHT AND THE MARK
 DL1734'ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DL1734'22.0 FT (6.7 M) WITH A NGS LOGO CAP FLUSH WITH THE GROUND AND 1.3 FT
 DL1734'(0.4 M) BELOW THE LEVEL OF SHELL POINT ROAD, THE DATUM POINT IS LEVEL
 DL1734'WITH THE NGS LOGO CAP.
 DL1734'
 DL1734'LOCATED 56.7 FT (17.3 M) WEST-NORTHWEST OF A FIRE HYDRANT, 49.5 FT
 DL1734'(15.1 M) EAST OF THE CENTERLINE OF 32ND STREET, 48.0 FT (14.6 M) NORTH
 DL1734'OF THE CENTERLINE OF SHELL POINT ROAD, 35.9 FT (10.9 M) NORTHWEST OF A
 DL1734'TELEPHONE PEDESTAL, 5.4 FT (1.6 M) NORTHEAST OF THE STREET SIGN AND
 DL1734'0.8 FT (0.2 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DL1734'
 DL1734'NOTE A MAGNET WAS PLACED INSIDE OF NGS LOGO CAP.
 DL1734'
 DL1734'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL1734'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1735 ***********************************************************************
 DL1735  DESIGNATION -  872 6468 D TIDAL
 DL1735  PID         -  DL1735
 DL1735  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1735  COUNTRY     -  US
 DL1735  USGS QUAD   -  RUSKIN (2018)
 DL1735
 DL1735                         *CURRENT SURVEY CONTROL
 DL1735  ______________________________________________________________________
 DL1735* NAD 83(1986) POSITION- 27 43 10.     (N) 082 28 32.     (W)   SCALED
 DL1735* NAVD 88 ORTHO HEIGHT -     1.222 (meters)        4.01  (feet) ADJUSTED
 DL1735  ______________________________________________________________________
 DL1735  GEOID HEIGHT    -        -24.747 (meters)                     GEOID18
 DL1735  DYNAMIC HEIGHT  -          1.220 (meters)        4.00  (feet) COMP
 DL1735  MODELED GRAVITY -    979,161.4   (mgal)                       NAVD 88
 DL1735
 DL1735  VERT ORDER      -  FIRST     CLASS II
 DL1735
 DL1735.The horizontal coordinates were scaled from a map and have
 DL1735.an estimated accuracy of +/- 6 seconds.
 DL1735
 DL1735.The orthometric height was determined by differential leveling and
 DL1735.adjusted by the NATIONAL GEODETIC SURVEY
 DL1735.in July 2009.
 DL1735
 DL1735.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1735.GEOID18 height accuracy estimate available here.
 DL1735
 DL1735.Click photographs - Photos may exist for this station.
 DL1735
 DL1735.The dynamic height is computed by dividing the NAVD 88
 DL1735.geopotential number by the normal gravity value computed on the
 DL1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1735.degrees latitude (g = 980.6199 gals.).
 DL1735
 DL1735.The modeled gravity was interpolated from observed gravity values.
 DL1735
 DL1735;                    North         East    Units  Estimated Accuracy
 DL1735;SPC FL W     -   375,210.      153,110.      MT  (+/- 180 meters Scaled)
 DL1735
 DL1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL545669(NAD 83)
 DL1735
 DL1735                          SUPERSEDED SURVEY CONTROL
 DL1735
 DL1735.No superseded survey control is available for this station.
 DL1735
 DL1735_MARKER: DD = SURVEY DISK
 DL1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1735_STAMPING: 6468 D 2007
 DL1735_MARK LOGO: FLDEP
 DL1735_PROJECTION: FLUSH
 DL1735_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1735+STABILITY: SURFACE MOTION
 DL1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1735+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2007
 DL1735
 DL1735  HISTORY     - Date     Condition        Report By
 DL1735  HISTORY     - 20071013 MONUMENTED       FLDEP
 DL1735
 DL1735                          STATION DESCRIPTION
 DL1735
 DL1735'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1735'THE MARK IS IN RUSKIN, IN SECTION 11, TOWNSHIP 32 SOUTH, RANGE 18
 DL1735'EAST.
 DL1735'
 DL1735'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL)
 DL1735'AND STATE HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S.
 DL1735'HIGHWAY 41 (TAMIAMI TRAIL) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DL1735'SHELL POINT ROAD, TURN LEFT ON SHELL POINT ROAD AND GO WEST FOR 2.5 MI
 DL1735'(4.0 KM) TO THE JUNCTION OF CARMELINA STREET ON THE LEFT AND THE MARK
 DL1735'ON THE RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 DL1735'THE GROUND AND 0.6 BELOW THE LEVEL OF SHELL POINT ROAD.
 DL1735'
 DL1735'LOCATED 71.5 FT (21.8 M) WEST OF THE EXTENDED CENTERLINE OF CARMELINA
 DL1735'STREET, 49.7 FT (15.1 M) NORTHWEST OF A FIRE HYDRANT, 21.6 FT (6.6 M)
 DL1735'NORTH OF THE CENTERLINE OF SHELL POINT ROAD, 1.1 FT (0.3 M) SOUTH OF A
 DL1735'WOODEN POWER POLE NUMBER 169650 AND 1.0 FT (0.3 M) SOUTH OF A
 DL1735'CARSONITE WITNESS POST.
 DL1735'
 DL1735'NOTE A MAGNET WAS EMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL1735'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1736 ***********************************************************************
 DL1736  DESIGNATION -  872 6468 E TIDAL
 DL1736  PID         -  DL1736
 DL1736  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1736  COUNTRY     -  US
 DL1736  USGS QUAD   -  RUSKIN (2018)
 DL1736
 DL1736                         *CURRENT SURVEY CONTROL
 DL1736  ______________________________________________________________________
 DL1736* NAD 83(1986) POSITION- 27 43 08.     (N) 082 28 47.     (W)   SCALED
 DL1736* NAVD 88 ORTHO HEIGHT -     0.827 (meters)        2.71  (feet) ADJUSTED
 DL1736  ______________________________________________________________________
 DL1736  GEOID HEIGHT    -        -24.741 (meters)                     GEOID18
 DL1736  DYNAMIC HEIGHT  -          0.825 (meters)        2.71  (feet) COMP
 DL1736  MODELED GRAVITY -    979,161.5   (mgal)                       NAVD 88
 DL1736
 DL1736  VERT ORDER      -  FIRST     CLASS II
 DL1736
 DL1736.The horizontal coordinates were scaled from a map and have
 DL1736.an estimated accuracy of +/- 6 seconds.
 DL1736
 DL1736.The orthometric height was determined by differential leveling and
 DL1736.adjusted by the NATIONAL GEODETIC SURVEY
 DL1736.in July 2009.
 DL1736
 DL1736.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1736.GEOID18 height accuracy estimate available here.
 DL1736
 DL1736.Click photographs - Photos may exist for this station.
 DL1736
 DL1736.The dynamic height is computed by dividing the NAVD 88
 DL1736.geopotential number by the normal gravity value computed on the
 DL1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1736.degrees latitude (g = 980.6199 gals.).
 DL1736
 DL1736.The modeled gravity was interpolated from observed gravity values.
 DL1736
 DL1736;                    North         East    Units  Estimated Accuracy
 DL1736;SPC FL W     -   375,150.      152,690.      MT  (+/- 180 meters Scaled)
 DL1736
 DL1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541669(NAD 83)
 DL1736
 DL1736                          SUPERSEDED SURVEY CONTROL
 DL1736
 DL1736.No superseded survey control is available for this station.
 DL1736
 DL1736_MARKER: DD = SURVEY DISK
 DL1736_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1736_SP_SET: SEAWALL
 DL1736_STAMPING: 6468 E 2007
 DL1736_MARK LOGO: FLDEP
 DL1736_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1736+STABILITY: SURFACE MOTION
 DL1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1736+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2007
 DL1736
 DL1736  HISTORY     - Date     Condition        Report By
 DL1736  HISTORY     - 20071014 MONUMENTED       FLDEP
 DL1736
 DL1736                          STATION DESCRIPTION
 DL1736
 DL1736'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1736'THE MARK IS IN RUSKIN, IN SECTION 11, TOWNSHIP 32 SOUTH, RANGE 18
 DL1736'EAST.
 DL1736'
 DL1736'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL)
 DL1736'AND STATE HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S.
 DL1736'HIGHWAY 41 (TAMIAMI TRAIL) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DL1736'SHELL POINT ROAD, TURN LEFT ON SHELL POINT ROAD AND GO WEST FOR 2.8 MI
 DL1736'(4.5 KM) TO THE JUNCTION OF THE WESTERNMOST ENTRANCE DRIVE OF SHELL
 DL1736'POINT MARINA ON THE LEFT, TURN LEFT ON THE ENTRANCE DRIVE INTO THE
 DL1736'MARINA AND GO SOUTH FOR ABOUT 185.0 FT (56.4 M) TO THE MARK ON THE
 DL1736'RIGHT, SET FLUSH IN THE TOP OF THE CONCRETE SEAWALL THAT RUNS ALONG
 DL1736'THE WEST SIDE OF THE SHELL POINT MARINA.
 DL1736'
 DL1736'LOCATED ABOUT 196.0 FT (59.7 M) SOUTH OF THE CENTERLINE OF SHELL POINT
 DL1736'ROAD, 63.0 FT (19.2 M) NORTH-NORTHWEST OF A CGS BENCH MARK STAMPED A
 DL1736'262, 15.0 FT (4.6 M) SOUTHWEST OF AN 18-INCH (46 CM) PALM TREE, 2.2 FT
 DL1736'(0.7 M) SOUTH-SOUTHWEST OF THE SOUTH END OF THE 6.0 FT (1.8 M) TALL
 DL1736'WOODEN PRIVACY FENCE FOR THE SHELL POINT MARINA AND 2.1 FT (0.6 M)
 DL1736'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6207 ***********************************************************************
 AG6207  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6207  DESIGNATION -  872 6468 TIDAL 1
 AG6207  PID         -  AG6207
 AG6207  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6207  COUNTRY     -  US
 AG6207  USGS QUAD   -  RUSKIN (2018)
 AG6207
 AG6207                         *CURRENT SURVEY CONTROL
 AG6207  ______________________________________________________________________
 AG6207* NAD 83(1986) POSITION- 27 43 07.     (N) 082 28 46.     (W)   SCALED
 AG6207* NAVD 88 ORTHO HEIGHT -     2.935 (meters)        9.63  (feet) ADJUSTED
 AG6207  ______________________________________________________________________
 AG6207  GEOID HEIGHT    -        -24.741 (meters)                     GEOID18
 AG6207  DYNAMIC HEIGHT  -          2.931 (meters)        9.62  (feet) COMP
 AG6207  MODELED GRAVITY -    979,161.5   (mgal)                       NAVD 88
 AG6207
 AG6207  VERT ORDER      -  FIRST     CLASS I
 AG6207
 AG6207.The horizontal coordinates were scaled from a map and have
 AG6207.an estimated accuracy of +/- 6 seconds.
 AG6207
 AG6207.The orthometric height was determined by differential leveling and
 AG6207.adjusted by the NATIONAL GEODETIC SURVEY
 AG6207.in June 1991.
 AG6207
 AG6207.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6207.GEOID18 height accuracy estimate available here.
 AG6207
 AG6207.This Tidal Bench Mark is designated as VM 6512
 AG6207.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6207
 AG6207.Click photographs - Photos may exist for this station.
 AG6207
 AG6207.The dynamic height is computed by dividing the NAVD 88
 AG6207.geopotential number by the normal gravity value computed on the
 AG6207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6207.degrees latitude (g = 980.6199 gals.).
 AG6207
 AG6207.The modeled gravity was interpolated from observed gravity values.
 AG6207
 AG6207;                    North         East    Units  Estimated Accuracy
 AG6207;SPC FL W     -   375,120.      152,720.      MT  (+/- 180 meters Scaled)
 AG6207
 AG6207_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541669(NAD 83)
 AG6207
 AG6207                          SUPERSEDED SURVEY CONTROL
 AG6207
 AG6207.No superseded survey control is available for this station.
 AG6207
 AG6207_MARKER: DB = BENCH MARK DISK
 AG6207_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG6207_SP_SET: BANISTER
 AG6207_STAMPING: NO 1 1957
 AG6207_MARK LOGO: CGS
 AG6207_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6207
 AG6207  HISTORY     - Date     Condition        Report By
 AG6207  HISTORY     - 1957     MONUMENTED       CGS
 AG6207  HISTORY     - 1966     GOOD             CGS
 AG6207  HISTORY     - 1982     GOOD             FLDNR
 AG6207  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG6207  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG6207
 AG6207                          STATION DESCRIPTION
 AG6207
 AG6207'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG6207'2.8 MI W FROM RUSKIN.
 AG6207'ABOUT 2.8 MILES WEST ALONG SHELL POINT ROAD FROM THE JUNCTION OF
 AG6207'U.S. HIGHWAY 41 AT RUSKIN, AT SHELL POINT NEAR THE SHELL POINT
 AG6207'FISH CAMP, NEAR THE SOUTH END OF THE SWIMMING POOL, SET IN THE
 AG6207'TOP OF THE BANISTER AT THE WEST END OF THE STEPS LEADING TO THE
 AG6207'POOL, 2 FEET SOUTH OF THE SOUTH EDGE OF THE CONCRETE SIDEWALK
 AG6207'AROUND THE POOL AND ABOUT 6 FEET ABOVE THE LEVEL OF THE GROUND.
 AG6207
 AG6207                          STATION RECOVERY (1982)
 AG6207
 AG6207'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6207'RECOVERED IN GOOD CONDITION.
 AG6207
 AG6207                          STATION RECOVERY (1990)
 AG6207
 AG6207'RECOVERY NOTE BY US POWER SQUADRON 1990 (VAV)
 AG6207'MARK NOT FOUND.
 AG6207
 AG6207                          STATION RECOVERY (2005)
 AG6207
 AG6207'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG6207'MARK WAS NOT FOUND. THE SHELL POINT FISH CAMP REFERENCED IN THE 1982
 AG6207'DESCRIPTION NO LONGER EXISTS. THE AREA IS NOW THE SHELL POINT MARINA
 AG6207'GROUNDS. THE SWIMMING POOL AND BANISTER AT THE WEST END OF THE STEPS
 AG6207'LEADING TO THE POOL REFERENCED IN THE 1966 DESCRIPTION NO LONGER
 AG6207'EXIST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6208 ***********************************************************************
 AG6208  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6208  DESIGNATION -  872 6468 TIDAL 2
 AG6208  PID         -  AG6208
 AG6208  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6208  COUNTRY     -  US
 AG6208  USGS QUAD   -  RUSKIN (2018)
 AG6208
 AG6208                         *CURRENT SURVEY CONTROL
 AG6208  ______________________________________________________________________
 AG6208* NAD 83(1986) POSITION- 27 43 07.     (N) 082 28 46.     (W)   SCALED
 AG6208* NAVD 88 ORTHO HEIGHT -     0.932 (meters)        3.06  (feet) ADJUSTED
 AG6208  ______________________________________________________________________
 AG6208  GEOID HEIGHT    -        -24.741 (meters)                     GEOID18
 AG6208  DYNAMIC HEIGHT  -          0.931 (meters)        3.05  (feet) COMP
 AG6208  MODELED GRAVITY -    979,161.5   (mgal)                       NAVD 88
 AG6208
 AG6208  VERT ORDER      -  FIRST     CLASS I
 AG6208
 AG6208.The horizontal coordinates were scaled from a map and have
 AG6208.an estimated accuracy of +/- 6 seconds.
 AG6208
 AG6208.The orthometric height was determined by differential leveling and
 AG6208.adjusted by the NATIONAL GEODETIC SURVEY
 AG6208.in June 1991.
 AG6208
 AG6208.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6208.GEOID18 height accuracy estimate available here.
 AG6208
 AG6208.This Tidal Bench Mark is designated as VM 6513
 AG6208.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6208
 AG6208.Click photographs - Photos may exist for this station.
 AG6208
 AG6208.The dynamic height is computed by dividing the NAVD 88
 AG6208.geopotential number by the normal gravity value computed on the
 AG6208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6208.degrees latitude (g = 980.6199 gals.).
 AG6208
 AG6208.The modeled gravity was interpolated from observed gravity values.
 AG6208
 AG6208;                    North         East    Units  Estimated Accuracy
 AG6208;SPC FL W     -   375,120.      152,720.      MT  (+/- 180 meters Scaled)
 AG6208
 AG6208_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541669(NAD 83)
 AG6208
 AG6208                          SUPERSEDED SURVEY CONTROL
 AG6208
 AG6208.No superseded survey control is available for this station.
 AG6208
 AG6208_MARKER: DB = BENCH MARK DISK
 AG6208_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG6208_SP_SET: FLOOR
 AG6208_STAMPING: NO 2 1957
 AG6208_MARK LOGO: CGS
 AG6208_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6208
 AG6208  HISTORY     - Date     Condition        Report By
 AG6208  HISTORY     - 1957     MONUMENTED       CGS
 AG6208  HISTORY     - 1966     GOOD             CGS
 AG6208  HISTORY     - 1982     GOOD             FLDNR
 AG6208  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG6208
 AG6208                          STATION DESCRIPTION
 AG6208
 AG6208'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG6208'2.8 MI W FROM RUSKIN.
 AG6208'ABOUT 2.8 MILES WEST ALONG SHELL POINT ROAD FROM THE JUNCTION OF
 AG6208'U.S. HIGHWAY 41 AT RUSKIN, AT SHELL POINT NEAR THE SHELL POINT
 AG6208'FISH CAMP, IN THE TOP AT THE NORTHEAST CORNER OF THE CONCRETE FLOOR
 AG6208'OF THE BAIT SHED OF THE FISH CAMP, 44.4 FEET NORTH OF THE
 AG6208'EAST-WEST SEA WALL AND ABOUT LEVEL WITH THE GROUND.  NOTE-- THE
 AG6208'ELEVATION OF THIS MARK SHOULD BE USED WITH CAUTION AS THE
 AG6208'STRUCTURE IS NOT VERY STABLE.
 AG6208
 AG6208                          STATION RECOVERY (1982)
 AG6208
 AG6208'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6208'RECOVERED IN GOOD CONDITION.
 AG6208
 AG6208                          STATION RECOVERY (2005)
 AG6208
 AG6208'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG6208'MARK WAS NOT FOUND. THE SHELL POINT FISH CAMP REFERENCED IN THE 1982
 AG6208'DESCRIPTION NO LONGER EXISTS. THE AREA IS NOW THE SHELL POINT MARINA
 AG6208'GROUNDS. THE CURRENT BAIT SHOP WAS CLOSED AT THE TIME THE MARK WAS
 AG6208'BEING SEARCHED FOR, SO THE CONCRETE FLOOR COULD NOT BE INSPECTED. IT
 AG6208'COULD NOT BE DETERMINED IF THE CURRENT BAIT SHOP IS IN THE SAME
 AG6208'LOCATION AS THE BAIT SHOP REFERENCED IN THE 1982 DESCRIPTION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6206 ***********************************************************************
 AG6206  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6206  DESIGNATION -  872 6468 TIDAL 3
 AG6206  PID         -  AG6206
 AG6206  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6206  COUNTRY     -  US
 AG6206  USGS QUAD   -  RUSKIN (2018)
 AG6206
 AG6206                         *CURRENT SURVEY CONTROL
 AG6206  ______________________________________________________________________
 AG6206* NAD 83(1986) POSITION- 27 43 07.     (N) 082 28 47.     (W)   SCALED
 AG6206* NAVD 88 ORTHO HEIGHT -     1.471 (meters)        4.83  (feet) ADJUSTED
 AG6206  ______________________________________________________________________
 AG6206  GEOID HEIGHT    -        -24.740 (meters)                     GEOID18
 AG6206  DYNAMIC HEIGHT  -          1.469 (meters)        4.82  (feet) COMP
 AG6206  MODELED GRAVITY -    979,161.5   (mgal)                       NAVD 88
 AG6206
 AG6206  VERT ORDER      -  FIRST     CLASS I
 AG6206
 AG6206.The horizontal coordinates were scaled from a map and have
 AG6206.an estimated accuracy of +/- 6 seconds.
 AG6206
 AG6206.The orthometric height was determined by differential leveling and
 AG6206.adjusted by the NATIONAL GEODETIC SURVEY
 AG6206.in June 1991.
 AG6206
 AG6206.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6206.GEOID18 height accuracy estimate available here.
 AG6206
 AG6206.This Tidal Bench Mark is designated as VM 6514
 AG6206.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6206
 AG6206.Click photographs - Photos may exist for this station.
 AG6206
 AG6206.The dynamic height is computed by dividing the NAVD 88
 AG6206.geopotential number by the normal gravity value computed on the
 AG6206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6206.degrees latitude (g = 980.6199 gals.).
 AG6206
 AG6206.The modeled gravity was interpolated from observed gravity values.
 AG6206
 AG6206;                    North         East    Units  Estimated Accuracy
 AG6206;SPC FL W     -   375,120.      152,690.      MT  (+/- 180 meters Scaled)
 AG6206
 AG6206_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541669(NAD 83)
 AG6206
 AG6206                          SUPERSEDED SURVEY CONTROL
 AG6206
 AG6206.No superseded survey control is available for this station.
 AG6206
 AG6206_MARKER: DB = BENCH MARK DISK
 AG6206_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG6206_SP_SET: FOUNDATION
 AG6206_STAMPING: NO 3 1957
 AG6206_MARK LOGO: CGS
 AG6206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6206+STABILITY: SURFACE MOTION
 AG6206
 AG6206  HISTORY     - Date     Condition        Report By
 AG6206  HISTORY     - 1957     MONUMENTED       CGS
 AG6206  HISTORY     - 1966     GOOD             CGS
 AG6206  HISTORY     - 1982     GOOD             FLDNR
 AG6206  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG6206
 AG6206                          STATION DESCRIPTION
 AG6206
 AG6206'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG6206'2.8 MI W FROM RUSKIN.
 AG6206'ABOUT 2.8 MILES WEST ALONG SHELL POINT ROAD FROM THE JUNCTION OF
 AG6206'U.S. HIGHWAY 41 AT RUSKIN, AT SHELL POINT, NEAR THE SHELL POINT
 AG6206'FISH CAMP, 24.5 FEET EAST OF THE SOUTHEAST CORNER OF THE STEEL
 AG6206'FENCE AROUND THE SWIMMING POOL, IN THE TOP OF THE NORTHEAST
 AG6206'CORNER OF THE CONCRETE FLOOR OF THE SHELTER AT THE SOUTH END OF
 AG6206'THE OLD SHUFFLE BOARD COURT, 1.7 FEET NORTH OF THE NORTHEAST
 AG6206'CORNER OF THE FLOOR AND ABOUT LEVEL WITH THE GROUND.
 AG6206
 AG6206                          STATION RECOVERY (1982)
 AG6206
 AG6206'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6206'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT THAT
 AG6206'THE SHUFFLE BOARD COURT IS NOW A TOMATO GARDEN, AND THE SHELTER IS
 AG6206'GONE, BUT THE CONCRETE FLOOR REMAINS.
 AG6206
 AG6206                          STATION RECOVERY (2005)
 AG6206
 AG6206'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG6206'MARK WAS NOT FOUND. THE SHELL POINT FISH CAMP REFERENCED IN THE 1982
 AG6206'DESCRIPTION NO LONGER EXISTS. THE AREA IS NOW THE SHELL POINT MARINA
 AG6206'GROUNDS. THE SITE OF THE SWIMMING POOL AND CONCRETE FLOOR OF THE
 AG6206'SHELTER NEAR THE OLD SHUFFLE BOARD COURT IN THE FISH CAMP REFERENCED
 AG6206'IN THE 1982 DESCRIPTION COULD NOT BE FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7406 ***********************************************************************
 AG7406  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7406  DESIGNATION -  872 6474 A TIDAL
 AG7406  PID         -  AG7406
 AG7406  STATE/COUNTY-  FL/PINELLAS
 AG7406  COUNTRY     -  US
 AG7406  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7406
 AG7406                         *CURRENT SURVEY CONTROL
 AG7406  ______________________________________________________________________
 AG7406* NAD 83(1986) POSITION- 27 43 40.     (N) 082 38 08.     (W)   SCALED
 AG7406* NAVD 88 ORTHO HEIGHT -     2.204 (meters)        7.23  (feet) ADJUSTED
 AG7406  ______________________________________________________________________
 AG7406  GEOID HEIGHT    -        -24.498 (meters)                     GEOID18
 AG7406  DYNAMIC HEIGHT  -          2.201 (meters)        7.22  (feet) COMP
 AG7406  MODELED GRAVITY -    979,169.2   (mgal)                       NAVD 88
 AG7406
 AG7406  VERT ORDER      -  SECOND    CLASS I
 AG7406
 AG7406.The horizontal coordinates were scaled from a map and have
 AG7406.an estimated accuracy of +/- 6 seconds.
 AG7406
 AG7406.The orthometric height was determined by differential leveling and
 AG7406.adjusted by the NATIONAL GEODETIC SURVEY
 AG7406.in June 1991.
 AG7406
 AG7406.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7406.GEOID18 height accuracy estimate available here.
 AG7406
 AG7406.This Tidal Bench Mark is designated as VM 10642
 AG7406.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7406
 AG7406.This Tidal Bench Mark is designated as VM 10644
 AG7406.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7406
 AG7406.Click photographs - Photos may exist for this station.
 AG7406
 AG7406.The dynamic height is computed by dividing the NAVD 88
 AG7406.geopotential number by the normal gravity value computed on the
 AG7406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7406.degrees latitude (g = 980.6199 gals.).
 AG7406
 AG7406.The modeled gravity was interpolated from observed gravity values.
 AG7406
 AG7406;                    North         East    Units  Estimated Accuracy
 AG7406;SPC FL W     -   376,210.      137,330.      MT  (+/- 180 meters Scaled)
 AG7406
 AG7406_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL387681(NAD 83)
 AG7406
 AG7406                          SUPERSEDED SURVEY CONTROL
 AG7406
 AG7406  NGVD 29 (??/??/92)    2.481  (m)            8.14   (f) ADJ UNCH    2 1
 AG7406
 AG7406.Superseded values are not recommended for survey control.
 AG7406
 AG7406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7406.See file dsdata.pdf to determine how the superseded data were derived.
 AG7406
 AG7406_MARKER: DD = SURVEY DISK
 AG7406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7406_SP_SET: BRIDGE WINGWALL
 AG7406_STAMPING: 6474 A 1976
 AG7406_MARK LOGO: NOS
 AG7406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7406
 AG7406  HISTORY     - Date     Condition        Report By
 AG7406  HISTORY     - 1976     MONUMENTED       NOS
 AG7406  HISTORY     - 1982     GOOD             FLDNR
 AG7406  HISTORY     - 19961108 POOR             USPSQD
 AG7406  HISTORY     - 19990118 POOR             USPSQD
 AG7406  HISTORY     - 20010331 POOR             NGS
 AG7406  HISTORY     - 20051017 POOR             USPSQD
 AG7406
 AG7406                          STATION DESCRIPTION
 AG7406
 AG7406'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7406'IN ST PETERSBURG.
 AG7406'BEGIN AT THE INTERSECTION OF 4TH STREET NORTH (STATE ROAD 687)AND
 AG7406'5TH AVENUE NORTH (STATE ROAD 595), GO SOUTH ON 4TH STREETNORTH
 AG7406'FOR 2.55 MILES TO THE JUNCTION OF 30TH AVENUE SOUTH, GO 0.15 MILE
 AG7406'WEST ON 30TH AVENUE SOUTH TO 6TH STREET SOUTH, GO 0.95 MILE
 AG7406'SOUTH ON 6TH STREET SOUTH T0 45TH AVENUE SOUTH, GO 0.4 MILE EAST
 AG7406'ON 45TH AVENUE SOUTH TO A SMALL BRIDGE OVER LITTLE BAYOU
 AG7406'AND THE MARK.  THE MARK BEARS 23 FEET SOUTH OF THE CENTERLINE
 AG7406'OF 45TH AVENUE SOUTH, 2.5 FEET NORTH OF THE SOUTH END OF THE
 AG7406'SOUTHWEST CONCRETE WINGWALL, AND 90 FEET EAST OF THE CENTERLINE
 AG7406'OF SUNRISE DRIVE.
 AG7406'THE MARK IS 1 FT BELOW ROAD.
 AG7406
 AG7406                          STATION RECOVERY (1996)
 AG7406
 AG7406'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7406'MARK RECOVERED IN POOR CONDITION.
 AG7406
 AG7406                          STATION RECOVERY (1999)
 AG7406
 AG7406'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7406'MARK RECOVERED IN POOR CONDITION.
 AG7406
 AG7406                          STATION RECOVERY (2001)
 AG7406
 AG7406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7406'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7406
 AG7406                          STATION RECOVERY (2005)
 AG7406
 AG7406'RECOVERY NOTE BY US POWER SQUADRON 2005 (KNB)
 AG7406'THE LETTER A IN THE DESIGNATION 872 6474 A TIDAL IS OBLITERATED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7522 ***********************************************************************
 AG7522  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7522  DESIGNATION -  872 6479 A TIDAL
 AG7522  PID         -  AG7522
 AG7522  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7522  COUNTRY     -  US
 AG7522  USGS QUAD   -  RUSKIN (2018)
 AG7522
 AG7522                         *CURRENT SURVEY CONTROL
 AG7522  ______________________________________________________________________
 AG7522* NAD 83(1986) POSITION- 27 43 48.     (N) 082 28 36.     (W)   SCALED
 AG7522* NAVD 88 ORTHO HEIGHT -     1.291 (meters)        4.24  (feet) ADJUSTED
 AG7522  ______________________________________________________________________
 AG7522  GEOID HEIGHT    -        -24.754 (meters)                     GEOID18
 AG7522  DYNAMIC HEIGHT  -          1.289 (meters)        4.23  (feet) COMP
 AG7522  MODELED GRAVITY -    979,162.7   (mgal)                       NAVD 88
 AG7522
 AG7522  VERT ORDER      -  SECOND    CLASS I
 AG7522
 AG7522.The horizontal coordinates were scaled from a map and have
 AG7522.an estimated accuracy of +/- 6 seconds.
 AG7522
 AG7522.The orthometric height was determined by differential leveling and
 AG7522.adjusted by the NATIONAL GEODETIC SURVEY
 AG7522.in June 1991.
 AG7522
 AG7522.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7522.GEOID18 height accuracy estimate available here.
 AG7522
 AG7522.This Tidal Bench Mark is designated as VM 6524
 AG7522.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7522
 AG7522.Click photographs - Photos may exist for this station.
 AG7522
 AG7522.The dynamic height is computed by dividing the NAVD 88
 AG7522.geopotential number by the normal gravity value computed on the
 AG7522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7522.degrees latitude (g = 980.6199 gals.).
 AG7522
 AG7522.The modeled gravity was interpolated from observed gravity values.
 AG7522
 AG7522;                    North         East    Units  Estimated Accuracy
 AG7522;SPC FL W     -   376,380.      153,000.      MT  (+/- 180 meters Scaled)
 AG7522
 AG7522_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL544681(NAD 83)
 AG7522
 AG7522                          SUPERSEDED SURVEY CONTROL
 AG7522
 AG7522.No superseded survey control is available for this station.
 AG7522
 AG7522_MARKER: DD = SURVEY DISK
 AG7522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7522_SP_SET: SEAWALL
 AG7522_STAMPING: 6479 A 1977
 AG7522_MARK LOGO: NOS
 AG7522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7522+STABILITY: SURFACE MOTION
 AG7522
 AG7522  HISTORY     - Date     Condition        Report By
 AG7522  HISTORY     - 1977     MONUMENTED       NOS
 AG7522  HISTORY     - 1982     GOOD             FLDNR
 AG7522  HISTORY     - 19910326 POOR             USPSQD
 AG7522  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG7522
 AG7522                          STATION DESCRIPTION
 AG7522
 AG7522'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7522'3.15 MI WEST FROM RUSKIN.
 AG7522'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7522'POINT ROAD, GO 2.35 MILES WEST ON SHELL POINT ROAD TO THE JUNCTION
 AG7522'OF 32ND STREET, GO 0.3 MILE NORTH ON 32ND STREET TO THE BAHIA
 AG7522'BEACH RESORT ROAD, GO 0.5 MILE WEST AND NORTH ON THE RESORT ROAD
 AG7522'TO THE RESORT FISHING PIER AND THE MARK.
 AG7522'THE MARK IS SET IN THE TOP OF THE SEAWALL AT THE BEGINNING OF THE
 AG7522'FISHING PIER, 1 FOOT EAST OF THE WEST EDGE OF THE SEAWALL, 5
 AG7522'FEET NORTH OF THE CENTERLINE OF THE WALKWAY TO THE PIER, AND
 AG7522'123 FEET NORTH OF TIDAL BENCH MARK 6479 B 1977.
 AG7522
 AG7522                          STATION RECOVERY (1991)
 AG7522
 AG7522'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7522'MARK RECOVERED IN POOR CONDITION.
 AG7522
 AG7522                          STATION RECOVERY (2005)
 AG7522
 AG7522'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7522'MARK SEARCHED FOR BUT NOT FOUND. THE FISHING PIER IN EXISTENCE IN 1982
 AG7522'HAS BEEN REPLACED AND THE OLD SEAWALL REFERENCED IN THE 1982
 AG7522'DESCRIPTION IS EITHER NON-EXISTENT OR CRUMBLING.  THE AREA OF THE OLD
 AG7522'SEAWALL IS COVERED WITH BOULDERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7521 ***********************************************************************
 AG7521  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7521  DESIGNATION -  872 6479 B TIDAL
 AG7521  PID         -  AG7521
 AG7521  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7521  COUNTRY     -  US
 AG7521  USGS QUAD   -  RUSKIN (2018)
 AG7521
 AG7521                         *CURRENT SURVEY CONTROL
 AG7521  ______________________________________________________________________
 AG7521* NAD 83(1986) POSITION- 27 43 48.     (N) 082 28 36.     (W)   SCALED
 AG7521* NAVD 88 ORTHO HEIGHT -     1.316 (meters)        4.32  (feet) ADJUSTED
 AG7521  ______________________________________________________________________
 AG7521  GEOID HEIGHT    -        -24.754 (meters)                     GEOID18
 AG7521  DYNAMIC HEIGHT  -          1.314 (meters)        4.31  (feet) COMP
 AG7521  MODELED GRAVITY -    979,162.7   (mgal)                       NAVD 88
 AG7521
 AG7521  VERT ORDER      -  SECOND    CLASS I
 AG7521
 AG7521.The horizontal coordinates were scaled from a map and have
 AG7521.an estimated accuracy of +/- 6 seconds.
 AG7521
 AG7521.The orthometric height was determined by differential leveling and
 AG7521.adjusted by the NATIONAL GEODETIC SURVEY
 AG7521.in June 1991.
 AG7521
 AG7521.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7521.GEOID18 height accuracy estimate available here.
 AG7521
 AG7521.This Tidal Bench Mark is designated as VM 6525
 AG7521.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7521
 AG7521.Click photographs - Photos may exist for this station.
 AG7521
 AG7521.The dynamic height is computed by dividing the NAVD 88
 AG7521.geopotential number by the normal gravity value computed on the
 AG7521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7521.degrees latitude (g = 980.6199 gals.).
 AG7521
 AG7521.The modeled gravity was interpolated from observed gravity values.
 AG7521
 AG7521;                    North         East    Units  Estimated Accuracy
 AG7521;SPC FL W     -   376,380.      153,000.      MT  (+/- 180 meters Scaled)
 AG7521
 AG7521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL544681(NAD 83)
 AG7521
 AG7521                          SUPERSEDED SURVEY CONTROL
 AG7521
 AG7521.No superseded survey control is available for this station.
 AG7521
 AG7521_MARKER: DD = SURVEY DISK
 AG7521_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7521_SP_SET: SEAWALL
 AG7521_STAMPING: 6479 B 1977
 AG7521_MARK LOGO: NOS
 AG7521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7521+STABILITY: SURFACE MOTION
 AG7521
 AG7521  HISTORY     - Date     Condition        Report By
 AG7521  HISTORY     - 1977     MONUMENTED       NOS
 AG7521  HISTORY     - 1982     GOOD             FLDNR
 AG7521  HISTORY     - 19910326 GOOD             USPSQD
 AG7521  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG7521
 AG7521                          STATION DESCRIPTION
 AG7521
 AG7521'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7521'3.15 MI WEST FROM RUSKIN.
 AG7521'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7521'POINT ROAD, GO 2.35 MILES WEST ON SHELL POINT ROAD TO THE JUNCTION
 AG7521'OF 32ND STREET, GO 0.3 MILE NORTH ON 32ND STREET TO THE BAHIA
 AG7521'BEACH RESORT ROAD, GO 0.5 MILE WEST AND NORTH ON THE RESORT ROAD
 AG7521'TO THE RESORT FISHING PIER AND THE MARK.
 AG7521'THE MARK IS SET IN THE TOP OF THE SEAWALL NEAR THE FISHING PIER, 12
 AG7521'FEET EAST OF THE JUNCTION OF THE NORTH/SOUTH AND EAST/WEST SEAWALLS,
 AG7521'35.8 FEET WEST OF THE EAST END OF THE EAST/WEST SEAWALL, AND 123
 AG7521'FEET SOUTH OF TIDAL BENCH MARK 6479 A 1977.
 AG7521
 AG7521                          STATION RECOVERY (1991)
 AG7521
 AG7521'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7521'RECOVERED IN GOOD CONDITION.
 AG7521
 AG7521                          STATION RECOVERY (2005)
 AG7521
 AG7521'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7521'MARK SEARCHED FOR BUT NOT FOUND. THE FISHING PIER IN EXISTENCE IN 1982
 AG7521'HAS BEEN REPLACED AND THE OLD SEAWALL REFERENCED IN THE 1982
 AG7521'DESCRIPTION IS EITHER NON-EXISTENT OR CRUMBLING.  THE AREA OF THE OLD
 AG7521'SEAWALL IS COVERED WITH BOULDERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7523 ***********************************************************************
 AG7523  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7523  DESIGNATION -  872 6479 C TIDAL
 AG7523  PID         -  AG7523
 AG7523  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7523  COUNTRY     -  US
 AG7523  USGS QUAD   -  RUSKIN (2018)
 AG7523
 AG7523                         *CURRENT SURVEY CONTROL
 AG7523  ______________________________________________________________________
 AG7523* NAD 83(1986) POSITION- 27 43 48.     (N) 082 28 36.     (W)   SCALED
 AG7523* NAVD 88 ORTHO HEIGHT -     1.324 (meters)        4.34  (feet) ADJUSTED
 AG7523  ______________________________________________________________________
 AG7523  GEOID HEIGHT    -        -24.754 (meters)                     GEOID18
 AG7523  DYNAMIC HEIGHT  -          1.322 (meters)        4.34  (feet) COMP
 AG7523  MODELED GRAVITY -    979,162.7   (mgal)                       NAVD 88
 AG7523
 AG7523  VERT ORDER      -  SECOND    CLASS I
 AG7523
 AG7523.The horizontal coordinates were scaled from a map and have
 AG7523.an estimated accuracy of +/- 6 seconds.
 AG7523
 AG7523.The orthometric height was determined by differential leveling and
 AG7523.adjusted by the NATIONAL GEODETIC SURVEY
 AG7523.in June 1991.
 AG7523
 AG7523.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7523.GEOID18 height accuracy estimate available here.
 AG7523
 AG7523.This Tidal Bench Mark is designated as VM 6526
 AG7523.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7523
 AG7523.Click photographs - Photos may exist for this station.
 AG7523
 AG7523.The dynamic height is computed by dividing the NAVD 88
 AG7523.geopotential number by the normal gravity value computed on the
 AG7523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7523.degrees latitude (g = 980.6199 gals.).
 AG7523
 AG7523.The modeled gravity was interpolated from observed gravity values.
 AG7523
 AG7523;                    North         East    Units  Estimated Accuracy
 AG7523;SPC FL W     -   376,380.      153,000.      MT  (+/- 180 meters Scaled)
 AG7523
 AG7523_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL544681(NAD 83)
 AG7523
 AG7523                          SUPERSEDED SURVEY CONTROL
 AG7523
 AG7523.No superseded survey control is available for this station.
 AG7523
 AG7523_MARKER: DD = SURVEY DISK
 AG7523_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7523_SP_SET: SEAWALL
 AG7523_STAMPING: 6479 C 1977
 AG7523_MARK LOGO: NOS
 AG7523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7523+STABILITY: SURFACE MOTION
 AG7523
 AG7523  HISTORY     - Date     Condition        Report By
 AG7523  HISTORY     - 1977     MONUMENTED       NOS
 AG7523  HISTORY     - 1982     GOOD             FLDNR
 AG7523  HISTORY     - 19910326 GOOD             USPSQD
 AG7523  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG7523
 AG7523                          STATION DESCRIPTION
 AG7523
 AG7523'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7523'3.15 MI WEST FROM RUSKIN.
 AG7523'BEGIN IN RUSKIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL
 AG7523'POINT ROAD, GO 2.35 MILES WEST ON SHELL POINT ROAD TO THE JUNCTION
 AG7523'OF 32ND STREET, GO 0.3 MILE NORTH ON 32ND STREET TO THE BAHIA
 AG7523'BEACH RESORT ROAD, GO 0.5 MILE WEST AND NORTH ON THE RESORT ROAD
 AG7523'TO THE RESORT FISHING PIER AND THE MARK.
 AG7523'THE MARK IS SET IN THE TOP OF THE SEAWALL NEAR THE FISHING PIER,
 AG7523'AT THE JUNCTION OF THE NORTH/SOUTH SEAWALL WITH AN EAST/WEST
 AG7523'SEAWALL, 140 FEET NORTH OF THE CENTERLINE OF THE PIER WALKWAY,
 AG7523'AND 47.8 FEET WEST OF THE EAST END OF THE EAST/WEST SEAWALL.
 AG7523
 AG7523                          STATION RECOVERY (1991)
 AG7523
 AG7523'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7523'RECOVERED IN GOOD CONDITION.
 AG7523
 AG7523                          STATION RECOVERY (2005)
 AG7523
 AG7523'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7523'MARK SEARCHED FOR BUT NOT FOUND. THE FISHING PIER IN EXISTENCE IN 1982
 AG7523'HAS BEEN REPLACED AND THE OLD SEAWALL REFERENCED IN THE 1982
 AG7523'DESCRIPTION IS EITHER NON-EXISTENT OR CRUMBLING.  THE AREA OF THE OLD
 AG7523'SEAWALL IS COVERED WITH BOULDERS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7520 ***********************************************************************
 AG7520  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7520  DESIGNATION -  872 6479 G TIDAL
 AG7520  PID         -  AG7520
 AG7520  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7520  COUNTRY     -  US
 AG7520  USGS QUAD   -  RUSKIN (2018)
 AG7520
 AG7520                         *CURRENT SURVEY CONTROL
 AG7520  ______________________________________________________________________
 AG7520* NAD 83(1986) POSITION- 27 43 23.     (N) 082 28 22.     (W)   SCALED
 AG7520* NAVD 88 ORTHO HEIGHT -     1.147 (meters)        3.76  (feet) ADJUSTED
 AG7520  ______________________________________________________________________
 AG7520  GEOID HEIGHT    -        -24.754 (meters)                     GEOID18
 AG7520  DYNAMIC HEIGHT  -          1.146 (meters)        3.76  (feet) COMP
 AG7520  MODELED GRAVITY -    979,161.7   (mgal)                       NAVD 88
 AG7520
 AG7520  VERT ORDER      -  SECOND    CLASS I
 AG7520
 AG7520.The horizontal coordinates were scaled from a map and have
 AG7520.an estimated accuracy of +/- 6 seconds.
 AG7520
 AG7520.The orthometric height was determined by differential leveling and
 AG7520.adjusted by the NATIONAL GEODETIC SURVEY
 AG7520.in June 1991.
 AG7520
 AG7520.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7520.GEOID18 height accuracy estimate available here.
 AG7520
 AG7520.This Tidal Bench Mark is designated as VM 6527
 AG7520.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7520
 AG7520.Click photographs - Photos may exist for this station.
 AG7520
 AG7520.The dynamic height is computed by dividing the NAVD 88
 AG7520.geopotential number by the normal gravity value computed on the
 AG7520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7520.degrees latitude (g = 980.6199 gals.).
 AG7520
 AG7520.The modeled gravity was interpolated from observed gravity values.
 AG7520
 AG7520;                    North         East    Units  Estimated Accuracy
 AG7520;SPC FL W     -   375,610.      153,380.      MT  (+/- 180 meters Scaled)
 AG7520
 AG7520_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL548673(NAD 83)
 AG7520
 AG7520                          SUPERSEDED SURVEY CONTROL
 AG7520
 AG7520.No superseded survey control is available for this station.
 AG7520
 AG7520_MARKER: DJ = TIDAL STATION DISK
 AG7520_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG7520_STAMPING: 6479 G 1982
 AG7520_MARK LOGO: NOS
 AG7520_PROJECTION: PROJECTING 5 CENTIMETERS
 AG7520_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7520_ROD/PIPE-DEPTH: 7.32 meters
 AG7520
 AG7520  HISTORY     - Date     Condition        Report By
 AG7520  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7520  HISTORY     - 19910326 POOR             USPSQD
 AG7520  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG7520
 AG7520                          STATION DESCRIPTION
 AG7520
 AG7520'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7520'2.5 MI WEST FROM RUSKIN.
 AG7520'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL POINT ROAD
 AG7520'IN RUSKIN, GO 2.35 MILES WEST ON SHELL POINT ROAD TO THE JUNCTION
 AG7520'OF 32ND STREET, GO 0.15 MILE NORTH ON 32ND STREET TO THE MARK.  THE
 AG7520'MARK BEARS 20 FEET WEST OF THE CENTERLINE OF 32ND STREET, 15.8
 AG7520'FEET EAST OF THE SECOND POWER POLE SOUTH OF A SMALL BRIDGE, ABOUT
 AG7520'380 FEET SOUTH OF THE SMALL BRIDGE, AND 1.3 FEET EAST OF A WITNESS
 AG7520'POST.
 AG7520
 AG7520                          STATION RECOVERY (1991)
 AG7520
 AG7520'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7520'MARK RECOVERED IN POOR CONDITION.
 AG7520
 AG7520                          STATION RECOVERY (2005)
 AG7520
 AG7520'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7520'MARK SEARCHED FOR BUT NOT FOUND ON THIS DATE. THE SPECIFIC SITE COULD
 AG7520'NOT BE DETERMINED AS NO WITNESS POST NOW EXISTS. (MARK WAS FOUND IN
 AG7520'POOR CONDITION IN MAY, 2004 NEAR THE WITNESS POST AND WAS 6 INCHES
 AG7520'ABOVE GROUND AND SEVERELY BENT.)
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7519 ***********************************************************************
 AG7519  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7519  DESIGNATION -  872 6479 H TIDAL
 AG7519  PID         -  AG7519
 AG7519  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7519  COUNTRY     -  US
 AG7519  USGS QUAD   -  RUSKIN (2018)
 AG7519
 AG7519                         *CURRENT SURVEY CONTROL
 AG7519  ______________________________________________________________________
 AG7519* NAD 83(1986) POSITION- 27 43 14.     (N) 082 28 22.     (W)   SCALED
 AG7519* NAVD 88 ORTHO HEIGHT -     1.206 (meters)        3.96  (feet) ADJUSTED
 AG7519  ______________________________________________________________________
 AG7519  GEOID HEIGHT    -        -24.752 (meters)                     GEOID18
 AG7519  DYNAMIC HEIGHT  -          1.205 (meters)        3.95  (feet) COMP
 AG7519  MODELED GRAVITY -    979,161.4   (mgal)                       NAVD 88
 AG7519
 AG7519  VERT ORDER      -  SECOND    CLASS I
 AG7519
 AG7519.The horizontal coordinates were scaled from a map and have
 AG7519.an estimated accuracy of +/- 6 seconds.
 AG7519
 AG7519.The orthometric height was determined by differential leveling and
 AG7519.adjusted by the NATIONAL GEODETIC SURVEY
 AG7519.in June 1991.
 AG7519
 AG7519.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7519.GEOID18 height accuracy estimate available here.
 AG7519
 AG7519.This Tidal Bench Mark is designated as VM 6528
 AG7519.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7519
 AG7519.Click photographs - Photos may exist for this station.
 AG7519
 AG7519.The dynamic height is computed by dividing the NAVD 88
 AG7519.geopotential number by the normal gravity value computed on the
 AG7519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7519.degrees latitude (g = 980.6199 gals.).
 AG7519
 AG7519.The modeled gravity was interpolated from observed gravity values.
 AG7519
 AG7519;                    North         East    Units  Estimated Accuracy
 AG7519;SPC FL W     -   375,330.      153,380.      MT  (+/- 180 meters Scaled)
 AG7519
 AG7519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL548671(NAD 83)
 AG7519
 AG7519                          SUPERSEDED SURVEY CONTROL
 AG7519
 AG7519.No superseded survey control is available for this station.
 AG7519
 AG7519_MARKER: DJ = TIDAL STATION DISK
 AG7519_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG7519_STAMPING: 6479 H 1982
 AG7519_MARK LOGO: NOS
 AG7519_PROJECTION: PROJECTING 3 CENTIMETERS
 AG7519_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7519_ROD/PIPE-DEPTH: 6.71 meters
 AG7519
 AG7519  HISTORY     - Date     Condition        Report By
 AG7519  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7519  HISTORY     - 19910326 POOR             USPSQD
 AG7519  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG7519
 AG7519                          STATION DESCRIPTION
 AG7519
 AG7519'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7519'2.35 MI WEST FROM RUSKIN.
 AG7519'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 AND SHELL POINT ROAD
 AG7519'IN RUSKIN, GO 2.35 MILES WEST ON SHELL POINT ROAD TO THE JUNCTION
 AG7519'OF 32ND STREET AND THE MARK.  THE MARK BEARS 48 FEET NORTH OF THE
 AG7519'CCENTERLINE OF SHELL POINT ROAD, 49.5 FEET EAST OF THE CENTERLINE OF
 AG7519'32ND STREET, 106.8 FEET EAST-NORTHEAST OF A POWER POLE WITH STREET
 AG7519'LIGHT, 16.9 FEET NORTHWEST OF THE STREET SIGN, AND 1.5 FEET SOUTHWEST
 AG7519'OF A WITNESS POST.
 AG7519
 AG7519                          STATION RECOVERY (1991)
 AG7519
 AG7519'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7519'MARK RECOVERED IN POOR CONDITION.
 AG7519
 AG7519                          STATION RECOVERY (2005)
 AG7519
 AG7519'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7519'MARK SEARCHED FOR BUT NOT FOUND.  ACCORDING TO THE 1982 DIRECTIONS,
 AG7519'49.5 FEET EAST OF THE CENTERLINE OF 32ND STREET AND 48 FEET NORTH OF
 AG7519'THE CENTERLINE OF SHELL POINT ROAD WOULD PLACE THE MARK EAST OF THE
 AG7519'EAST GRADER DITCH ALONG 32ND STREET AND IN WATER.  MARK WAS NOT
 AG7519'SEARCHED FOR IN THE WATER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1737 ***********************************************************************
 DL1737  DESIGNATION -  872 6479 J TIDAL
 DL1737  PID         -  DL1737
 DL1737  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1737  COUNTRY     -  US
 DL1737  USGS QUAD   -  RUSKIN (2018)
 DL1737
 DL1737                         *CURRENT SURVEY CONTROL
 DL1737  ______________________________________________________________________
 DL1737* NAD 83(1986) POSITION- 27 43 42.     (N) 082 28 33.     (W)   SCALED
 DL1737* NAVD 88 ORTHO HEIGHT -     1.479 (meters)        4.85  (feet) ADJUSTED
 DL1737  ______________________________________________________________________
 DL1737  GEOID HEIGHT    -        -24.754 (meters)                     GEOID18
 DL1737  DYNAMIC HEIGHT  -          1.477 (meters)        4.85  (feet) COMP
 DL1737  MODELED GRAVITY -    979,162.4   (mgal)                       NAVD 88
 DL1737
 DL1737  VERT ORDER      -  FIRST     CLASS II
 DL1737
 DL1737.The horizontal coordinates were scaled from a map and have
 DL1737.an estimated accuracy of +/- 6 seconds.
 DL1737
 DL1737.The orthometric height was determined by differential leveling and
 DL1737.adjusted by the NATIONAL GEODETIC SURVEY
 DL1737.in July 2009.
 DL1737
 DL1737.No vertical observational check was made to the station.
 DL1737
 DL1737.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1737.GEOID18 height accuracy estimate available here.
 DL1737
 DL1737.Click photographs - Photos may exist for this station.
 DL1737
 DL1737.The dynamic height is computed by dividing the NAVD 88
 DL1737.geopotential number by the normal gravity value computed on the
 DL1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1737.degrees latitude (g = 980.6199 gals.).
 DL1737
 DL1737.The modeled gravity was interpolated from observed gravity values.
 DL1737
 DL1737;                    North         East    Units  Estimated Accuracy
 DL1737;SPC FL W     -   376,200.      153,080.      MT  (+/- 180 meters Scaled)
 DL1737
 DL1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL545679(NAD 83)
 DL1737
 DL1737                          SUPERSEDED SURVEY CONTROL
 DL1737
 DL1737.No superseded survey control is available for this station.
 DL1737
 DL1737_MARKER: F = FLANGE-ENCASED ROD
 DL1737_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1737_STAMPING: 6479 J 2007
 DL1737_MARK LOGO: NGS
 DL1737_PROJECTION: FLUSH
 DL1737_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1737_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1737+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2007
 DL1737_ROD/PIPE-DEPTH: 8.0 meters
 DL1737
 DL1737  HISTORY     - Date     Condition        Report By
 DL1737  HISTORY     - 20071013 MONUMENTED       FLDEP
 DL1737
 DL1737                          STATION DESCRIPTION
 DL1737
 DL1737'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1737'THE MARK IS IN RUSKIN, IN SECTION 2, TOWNSHIP 32 SOUTH, RANGE 18 EAST.
 DL1737'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL)
 DL1737'AND STATE HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S.
 DL1737'HIGHWAY 41 (TAMIAMI TRAIL) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DL1737'SHELL POINT ROAD, TURN LEFT ON SHELL POINT ROAD AND GO WEST FOR 2.35
 DL1737'MI (3.8 KM) TO THE JUNCTION OF 32ND STREET ON THE RIGHT, TURN RIGHT ON
 DL1737'32ND STREET AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE ENTRANCE OF LITTLE
 DL1737'HARBOR AND A 3-WAY STOP AT BAHIA BEACH BOULEVARD, TURN LEFT ON BAHIA
 DL1737'BEACH BOULEVARD AND GO NORTHWEST FOR 0.5 MI (0.8 KM) TO THE T-JUNCTION
 DL1737'OF BAHIA DEL SOL DRIVE, AT THE SUNSET GRILL AT LITTLE HARBOR
 DL1737'RESTAURANT, TURN LEFT ON BAHIA DEL SOL DRIVE AND GO ABOUT 300.0 FT
 DL1737'(91.4 M) TO THE SOUTHWEST CORNER OF THE ASPHALT PARKING AREA ON THE
 DL1737'SOUTH SIDE OF THE RESTAURANT AND THE MARK, A STAINLESS STEEL ROD
 DL1737'DRIVEN TO REFUSAL AT A DEPTH OF 26.3 FT (8.0 M) WITH A NGS LOGO CAP
 DL1737'FLUSH WITH THE GROUND AND 0.6 FT (0.2 M) BELOW THE LEVEL OF THE
 DL1737'PARKING LOT, THE DATUM POINT IS RECESSED 0.3 FT (0.1 M) BELOW THE
 DL1737'LEVEL OF THE NGS LOGO CAP.
 DL1737'
 DL1737'LOCATED 260.0 FT (79.2 M) SOUTH OF THE SOUTH EDGE OF THE RESTAURANT,
 DL1737'68.4 FT (20.8 M) SOUTHWEST OF A SQUARE CONCRETE LIGHT POLE WITH TWO
 DL1737'LIGHTS ATTACHED, 28.8 FT (8.8 M) NORTH OF THE SOUTHWEST CORNER OF THE
 DL1737'PARKING LOT, 1.5 FT (0.5 M) NORTHEAST OF THE SOUTH END OF A WOODEN
 DL1737'POST BARRIER, 1.2 FT (0.4 M) EAST OF A CARSONITE WITNESS POST AND 0.6
 DL1737'FT (0.2 M) WEST OF THE WEST EDGE OF THE PAVEMENT OF THE PARKING LOT.
 DL1737'
 DL1737'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DL1737'
 DL1737'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL1737'LOGO.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1738 ***********************************************************************
 DL1738  DESIGNATION -  872 6479 K TIDAL
 DL1738  PID         -  DL1738
 DL1738  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1738  COUNTRY     -  US
 DL1738  USGS QUAD   -  RUSKIN (2018)
 DL1738
 DL1738                         *CURRENT SURVEY CONTROL
 DL1738  ______________________________________________________________________
 DL1738* NAD 83(1986) POSITION- 27 43 48.     (N) 082 28 33.     (W)   SCALED
 DL1738* NAVD 88 ORTHO HEIGHT -     1.671 (meters)        5.48  (feet) ADJUSTED
 DL1738  ______________________________________________________________________
 DL1738  GEOID HEIGHT    -        -24.755 (meters)                     GEOID18
 DL1738  DYNAMIC HEIGHT  -          1.669 (meters)        5.48  (feet) COMP
 DL1738  MODELED GRAVITY -    979,162.6   (mgal)                       NAVD 88
 DL1738
 DL1738  VERT ORDER      -  FIRST     CLASS II
 DL1738
 DL1738.The horizontal coordinates were scaled from a map and have
 DL1738.an estimated accuracy of +/- 6 seconds.
 DL1738
 DL1738.The orthometric height was determined by differential leveling and
 DL1738.adjusted by the NATIONAL GEODETIC SURVEY
 DL1738.in July 2009.
 DL1738
 DL1738.No vertical observational check was made to the station.
 DL1738
 DL1738.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1738.GEOID18 height accuracy estimate available here.
 DL1738
 DL1738.Click photographs - Photos may exist for this station.
 DL1738
 DL1738.The dynamic height is computed by dividing the NAVD 88
 DL1738.geopotential number by the normal gravity value computed on the
 DL1738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1738.degrees latitude (g = 980.6199 gals.).
 DL1738
 DL1738.The modeled gravity was interpolated from observed gravity values.
 DL1738
 DL1738;                    North         East    Units  Estimated Accuracy
 DL1738;SPC FL W     -   376,380.      153,080.      MT  (+/- 180 meters Scaled)
 DL1738
 DL1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL545681(NAD 83)
 DL1738
 DL1738                          SUPERSEDED SURVEY CONTROL
 DL1738
 DL1738.No superseded survey control is available for this station.
 DL1738
 DL1738_MARKER: DD = SURVEY DISK
 DL1738_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DL1738+WITH SETTING: PAVEMENT
 DL1738_SP_SET: FLAGPOLE BASE
 DL1738_STAMPING: 6479 K 2007
 DL1738_MARK LOGO: FLDEP
 DL1738_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1738+STABILITY: SURFACE MOTION
 DL1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1738+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2007
 DL1738
 DL1738  HISTORY     - Date     Condition        Report By
 DL1738  HISTORY     - 20071014 MONUMENTED       FLDEP
 DL1738
 DL1738                          STATION DESCRIPTION
 DL1738
 DL1738'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1738'THE MARK IS IN RUSKIN, IN SECTION 2, TOWNSHIP 32 SOUTH, RANGE 18 EAST.
 DL1738'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL)
 DL1738'AND STATE HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S.
 DL1738'HIGHWAY 41 (TAMIAMI TRAIL) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DL1738'SHELL POINT ROAD, TURN LEFT ON SHELL POINT ROAD AND GO WEST FOR 2.35
 DL1738'MI (3.8 KM) TO THE JUNCTION OF 32ND STREET ON THE RIGHT, TURN RIGHT ON
 DL1738'32ND STREET AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE ENTRANCE OF LITTLE
 DL1738'HARBOR AND A 3-WAY STOP AT BAHIA BEACH BOULEVARD, TURN LEFT ON BAHIA
 DL1738'BEACH BOULEVARD AND GO NORTHWEST FOR 0.5 MI (0.8 KM) TO THE T-JUNCTION
 DL1738'OF BAHIA DEL SOL DRIVE, AT THE SUNSET GRILL AT LITTLE HARBOR
 DL1738'RESTAURANT, TURN RIGHT ON BAHIA DEL SOL DRIVE AND GO NORTH TO THE
 DL1738'PARKING AREA ON THE NORTH SIDE OF THE RESTAURANT, TURN LEFT INTO THE
 DL1738'PARKING AREA AND GO TO THE WEST SIDE OF THE LOT TO A LARGE FLAGPOLE
 DL1738'MAST AND THE MARK, SET FLUSH IN THE WESTSIDE OF THE CONCRETE BASE OF
 DL1738'THE FLAGPOLE MAST.
 DL1738'
 DL1738'LOCATED 69.0 FT (21.0 M) SOUTHEAST OF A FLDEP SURVEY DISK STAMPED 6479
 DL1738'M 2007, 53.2 FT (16.2 M) NORTHEAST OF A FLDEP SURVEY DISK STAMPED 6479
 DL1738'N 2007, 33.9 FT (10.3 M) WEST OF THE WEST EDGE OF THE PAVEMENT OF THE
 DL1738'PARKING LOT, 25.6 FT (7.8 M) SOUTH OF THE EXTENDED CENTERLINE OF THE
 DL1738'BOAT DOCK AND 1.9 FT (0.6 M) WEST OF THE FLAGPOLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1739 ***********************************************************************
 DL1739  DESIGNATION -  872 6479 L TIDAL
 DL1739  PID         -  DL1739
 DL1739  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1739  COUNTRY     -  US
 DL1739  USGS QUAD   -  RUSKIN (2018)
 DL1739
 DL1739                         *CURRENT SURVEY CONTROL
 DL1739  ______________________________________________________________________
 DL1739* NAD 83(1986) POSITION- 27 43 49.     (N) 082 28 34.     (W)   SCALED
 DL1739* NAVD 88 ORTHO HEIGHT -     1.319 (meters)        4.33  (feet) ADJUSTED
 DL1739  ______________________________________________________________________
 DL1739  GEOID HEIGHT    -        -24.755 (meters)                     GEOID18
 DL1739  DYNAMIC HEIGHT  -          1.318 (meters)        4.32  (feet) COMP
 DL1739  MODELED GRAVITY -    979,162.7   (mgal)                       NAVD 88
 DL1739
 DL1739  VERT ORDER      -  FIRST     CLASS II
 DL1739
 DL1739.The horizontal coordinates were scaled from a map and have
 DL1739.an estimated accuracy of +/- 6 seconds.
 DL1739
 DL1739.The orthometric height was determined by differential leveling and
 DL1739.adjusted by the NATIONAL GEODETIC SURVEY
 DL1739.in July 2009.
 DL1739
 DL1739.No vertical observational check was made to the station.
 DL1739
 DL1739.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1739.GEOID18 height accuracy estimate available here.
 DL1739
 DL1739.Click photographs - Photos may exist for this station.
 DL1739
 DL1739.The dynamic height is computed by dividing the NAVD 88
 DL1739.geopotential number by the normal gravity value computed on the
 DL1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1739.degrees latitude (g = 980.6199 gals.).
 DL1739
 DL1739.The modeled gravity was interpolated from observed gravity values.
 DL1739
 DL1739;                    North         East    Units  Estimated Accuracy
 DL1739;SPC FL W     -   376,410.      153,060.      MT  (+/- 180 meters Scaled)
 DL1739
 DL1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL544681(NAD 83)
 DL1739
 DL1739                          SUPERSEDED SURVEY CONTROL
 DL1739
 DL1739.No superseded survey control is available for this station.
 DL1739
 DL1739_MARKER: DD = SURVEY DISK
 DL1739_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1739_SP_SET: SEAWALL
 DL1739_STAMPING: 6479 L 2007
 DL1739_MARK LOGO: FLDEP
 DL1739_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1739+STABILITY: SURFACE MOTION
 DL1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1739+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2007
 DL1739
 DL1739  HISTORY     - Date     Condition        Report By
 DL1739  HISTORY     - 20071014 MONUMENTED       FLDEP
 DL1739
 DL1739                          STATION DESCRIPTION
 DL1739
 DL1739'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1739'THE MARK IS IN RUSKIN, IN SECTION 2, TOWNSHIP 32 SOUTH, RANGE 18 EAST.
 DL1739'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL)
 DL1739'AND STATE HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S.
 DL1739'HIGHWAY 41 (TAMIAMI TRAIL) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DL1739'SHELL POINT ROAD, TURN LEFT ON SHELL POINT ROAD AND GO WEST FOR 2.35
 DL1739'MI (3.8 KM) TO THE JUNCTION OF 32ND STREET ON THE RIGHT, TURN RIGHT ON
 DL1739'32ND STREET AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE ENTRANCE OF LITTLE
 DL1739'HARBOR AND A 3-WAY STOP AT BAHIA BEACH BOULEVARD, TURN LEFT ON BAHIA
 DL1739'BEACH BOULEVARD AND GO NORTHWEST FOR 0.5 MI (0.8 KM) TO THE T-JUNCTION
 DL1739'OF BAHIA DEL SOL DRIVE, AT THE SUNSET GRILL AT LITTLE HARBOR
 DL1739'RESTAURANT, TURN RIGHT ON BAHIA DEL SOL DRIVE AND GO NORTH TO THE
 DL1739'PARKING AREA ON THE NORTH SIDE OF THE RESTAURANT, TURN LEFT INTO THE
 DL1739'PARKING AREA AND GO TO THE WEST SIDE OF THE LOT AND THE MARK, SET
 DL1739'FLUSH IN THE TOP OF A CONCRETE SEAWALL EAST OF THE BOARDWALK.
 DL1739'
 DL1739'LOCATED 54.1 FT (16.5 M) SOUTH OF THE NORTH EDGE OF THE SEAWALL, 53.7
 DL1739'FT (16.4 M) NORTH OF A FLDEP SURVEY DISK STAMPED 6479 M 2007, 27.9 FT
 DL1739'(8.5 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE NORTHERNMOST
 DL1739'GAZEBO, 12.1 FT (3.7 M) EAST OF THE WEST EDGE OF THE BOARDWALK AND 4.0
 DL1739'FT (1.2 M) SOUTH OF THE SOUTH EDGE OF THE CONCRETE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1740 ***********************************************************************
 DL1740  DESIGNATION -  872 6479 M TIDAL
 DL1740  PID         -  DL1740
 DL1740  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1740  COUNTRY     -  US
 DL1740  USGS QUAD   -  RUSKIN (2018)
 DL1740
 DL1740                         *CURRENT SURVEY CONTROL
 DL1740  ______________________________________________________________________
 DL1740* NAD 83(1986) POSITION- 27 43 49.     (N) 082 28 34.     (W)   SCALED
 DL1740* NAVD 88 ORTHO HEIGHT -     1.257 (meters)        4.12  (feet) ADJUSTED
 DL1740  ______________________________________________________________________
 DL1740  GEOID HEIGHT    -        -24.755 (meters)                     GEOID18
 DL1740  DYNAMIC HEIGHT  -          1.256 (meters)        4.12  (feet) COMP
 DL1740  MODELED GRAVITY -    979,162.7   (mgal)                       NAVD 88
 DL1740
 DL1740  VERT ORDER      -  FIRST     CLASS II
 DL1740
 DL1740.The horizontal coordinates were scaled from a map and have
 DL1740.an estimated accuracy of +/- 6 seconds.
 DL1740
 DL1740.The orthometric height was determined by differential leveling and
 DL1740.adjusted by the NATIONAL GEODETIC SURVEY
 DL1740.in July 2009.
 DL1740
 DL1740.No vertical observational check was made to the station.
 DL1740
 DL1740.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1740.GEOID18 height accuracy estimate available here.
 DL1740
 DL1740.Click photographs - Photos may exist for this station.
 DL1740
 DL1740.The dynamic height is computed by dividing the NAVD 88
 DL1740.geopotential number by the normal gravity value computed on the
 DL1740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1740.degrees latitude (g = 980.6199 gals.).
 DL1740
 DL1740.The modeled gravity was interpolated from observed gravity values.
 DL1740
 DL1740;                    North         East    Units  Estimated Accuracy
 DL1740;SPC FL W     -   376,410.      153,060.      MT  (+/- 180 meters Scaled)
 DL1740
 DL1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL544681(NAD 83)
 DL1740
 DL1740                          SUPERSEDED SURVEY CONTROL
 DL1740
 DL1740.No superseded survey control is available for this station.
 DL1740
 DL1740_MARKER: DD = SURVEY DISK
 DL1740_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1740_SP_SET: SEAWALL
 DL1740_STAMPING: 6479 M 2007
 DL1740_MARK LOGO: FLDEP
 DL1740_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1740+STABILITY: SURFACE MOTION
 DL1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1740+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2007
 DL1740
 DL1740  HISTORY     - Date     Condition        Report By
 DL1740  HISTORY     - 20071014 MONUMENTED       FLDEP
 DL1740
 DL1740                          STATION DESCRIPTION
 DL1740
 DL1740'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1740'THE MARK IS IN RUSKIN, IN SECTION 2, TOWNSHIP 32 SOUTH, RANGE 18 EAST.
 DL1740'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL)
 DL1740'AND STATE HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S.
 DL1740'HIGHWAY 41 (TAMIAMI TRAIL) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DL1740'SHELL POINT ROAD, TURN LEFT ON SHELL POINT ROAD AND GO WEST FOR 2.35
 DL1740'MI (3.8 KM) TO THE JUNCTION OF 32ND STREET ON THE RIGHT, TURN RIGHT ON
 DL1740'32ND STREET AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE ENTRANCE OF LITTLE
 DL1740'HARBOR AND A 3-WAY STOP AT BAHIA BEACH BOULEVARD, TURN LEFT ON BAHIA
 DL1740'BEACH BOULEVARD AND GO NORTHWEST FOR 0.5 MI (0.8 KM) TO THE T-JUNCTION
 DL1740'OF BAHIA DEL SOL DRIVE, AT THE SUNSET GRILL AT LITTLE HARBOR
 DL1740'RESTAURANT, TURN RIGHT ON BAHIA DEL SOL DRIVE AND GO NORTH TO THE
 DL1740'PARKING AREA ON THE NORTH SIDE OF THE RESTAURANT, TURN LEFT INTO THE
 DL1740'PARKING AREA AND GO TO THE WEST SIDE OF THE LOT AND THE MARK, SET
 DL1740'FLUSH IN THE TOP OF A CONCRETE SEAWALL EAST OF THE BOARDWALK.
 DL1740'
 DL1740'LOCATED 53.7 FT (16.4 M) SOUTH OF A FLDEP SURVEY DISK STAMPED 6479 L
 DL1740'2007, 31.8 FT (9.7 M) NORTH OF THE EXTENDED CENTERLINE OF THE BOAT
 DL1740'DOCK, 17.3 FT (5.3 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DL1740'NORTHERNMOST GAZEBO, 12.3 FT (3.7 M) EAST OF THE WEST EDGE OF THE
 DL1740'BOARDWALK AND 8.0 FT (2.4 M) WEST OF THE CENTER OF A DECORATIVE BRICK
 DL1740'WALKWAY LEADING TO THE GAZEBO.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1741 ***********************************************************************
 DL1741  DESIGNATION -  872 6479 N TIDAL
 DL1741  PID         -  DL1741
 DL1741  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1741  COUNTRY     -  US
 DL1741  USGS QUAD   -  RUSKIN (2018)
 DL1741
 DL1741                         *CURRENT SURVEY CONTROL
 DL1741  ______________________________________________________________________
 DL1741* NAD 83(1986) POSITION- 27 43 48.     (N) 082 28 34.     (W)   SCALED
 DL1741* NAVD 88 ORTHO HEIGHT -     1.344 (meters)        4.41  (feet) ADJUSTED
 DL1741  ______________________________________________________________________
 DL1741  GEOID HEIGHT    -        -24.755 (meters)                     GEOID18
 DL1741  DYNAMIC HEIGHT  -          1.342 (meters)        4.40  (feet) COMP
 DL1741  MODELED GRAVITY -    979,162.6   (mgal)                       NAVD 88
 DL1741
 DL1741  VERT ORDER      -  FIRST     CLASS II
 DL1741
 DL1741.The horizontal coordinates were scaled from a map and have
 DL1741.an estimated accuracy of +/- 6 seconds.
 DL1741
 DL1741.The orthometric height was determined by differential leveling and
 DL1741.adjusted by the NATIONAL GEODETIC SURVEY
 DL1741.in July 2009.
 DL1741
 DL1741.No vertical observational check was made to the station.
 DL1741
 DL1741.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1741.GEOID18 height accuracy estimate available here.
 DL1741
 DL1741.Click photographs - Photos may exist for this station.
 DL1741
 DL1741.The dynamic height is computed by dividing the NAVD 88
 DL1741.geopotential number by the normal gravity value computed on the
 DL1741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1741.degrees latitude (g = 980.6199 gals.).
 DL1741
 DL1741.The modeled gravity was interpolated from observed gravity values.
 DL1741
 DL1741;                    North         East    Units  Estimated Accuracy
 DL1741;SPC FL W     -   376,380.      153,060.      MT  (+/- 180 meters Scaled)
 DL1741
 DL1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL544681(NAD 83)
 DL1741
 DL1741                          SUPERSEDED SURVEY CONTROL
 DL1741
 DL1741.No superseded survey control is available for this station.
 DL1741
 DL1741_MARKER: DD = SURVEY DISK
 DL1741_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1741_SP_SET: SEAWALL
 DL1741_STAMPING: 6479 N 2007
 DL1741_MARK LOGO: FLDEP
 DL1741_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1741+STABILITY: SURFACE MOTION
 DL1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1741+SATELLITE: SATELLITE OBSERVATIONS - October 14, 2007
 DL1741
 DL1741  HISTORY     - Date     Condition        Report By
 DL1741  HISTORY     - 20071014 MONUMENTED       FLDEP
 DL1741
 DL1741                          STATION DESCRIPTION
 DL1741
 DL1741'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1741'THE MARK IS IN RUSKIN, IN SECTION 2, TOWNSHIP 32 SOUTH, RANGE 18 EAST.
 DL1741'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 (TAMIAMI TRAIL)
 DL1741'AND STATE HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S.
 DL1741'HIGHWAY 41 (TAMIAMI TRAIL) FOR 0.5 MI (0.8 KM) TO THE INTERSECTION OF
 DL1741'SHELL POINT ROAD, TURN LEFT ON SHELL POINT ROAD AND GO WEST FOR 2.35
 DL1741'MI (3.8 KM) TO THE JUNCTION OF 32ND STREET ON THE RIGHT, TURN RIGHT ON
 DL1741'32ND STREET AND GO NORTH FOR 0.3 MI (0.5 KM) TO THE ENTRANCE OF LITTLE
 DL1741'HARBOR AND A 3-WAY STOP AT BAHIA BEACH BOULEVARD, TURN LEFT ON BAHIA
 DL1741'BEACH BOULEVARD AND GO NORTHWEST FOR 0.5 MI (0.8 KM) TO THE T-JUNCTION
 DL1741'OF BAHIA DEL SOL DRIVE, AT THE SUNSET GRILL AT LITTLE HARBOR
 DL1741'RESTAURANT, TURN RIGHT ON BAHIA DEL SOL DRIVE AND GO NORTH TO THE
 DL1741'PARKING AREA ON THE NORTH SIDE OF THE RESTAURANT, TURN LEFT INTO THE
 DL1741'PARKING AREA AND GO TO THE WEST SIDE OF THE LOT AND THE MARK, SET
 DL1741'FLUSH IN THE TOP OF A CONCRETE SEAWALL EAST OF THE BOARDWALK.
 DL1741'
 DL1741'LOCATED 92.6 FT (28.2 M) SOUTH OF A FLDEP SURVEY DISK STAMPED 6479 M
 DL1741'2007, 60.7 FT (18.5 M) SOUTH OF THE EXTENDED CENTERLINE OF THE BOAT
 DL1741'DOCK, 53.2 FT (16.2 M) SOUTHWEST OF A FLDEP SURVEY DISK STAMPED 6479 K
 DL1741'2007, 17.0 FT (5.2 M) NORTH OF THE NORTH EDGE OF THE CONCRETE
 DL1741'SIDEWALK, 12.2 FT (3.7 M) EAST OF THE WEST EDGE OF THE BOARDWALK AND
 DL1741'5.0 FT (1.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTHERNMOST
 DL1741'GAZEBO.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7405 ***********************************************************************
 AG7405  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7405  DESIGNATION -  872 6485 A TIDAL
 AG7405  PID         -  AG7405
 AG7405  STATE/COUNTY-  FL/PINELLAS
 AG7405  COUNTRY     -  US
 AG7405  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7405
 AG7405                         *CURRENT SURVEY CONTROL
 AG7405  ______________________________________________________________________
 AG7405* NAD 83(1986) POSITION- 27 44 03.     (N) 082 38 24.     (W)   SCALED
 AG7405* NAVD 88 ORTHO HEIGHT -     0.816 (meters)        2.68  (feet) ADJUSTED
 AG7405  ______________________________________________________________________
 AG7405  GEOID HEIGHT    -        -24.496 (meters)                     GEOID18
 AG7405  DYNAMIC HEIGHT  -          0.815 (meters)        2.67  (feet) COMP
 AG7405  MODELED GRAVITY -    979,170.1   (mgal)                       NAVD 88
 AG7405
 AG7405  VERT ORDER      -  SECOND    CLASS I
 AG7405
 AG7405.The horizontal coordinates were scaled from a map and have
 AG7405.an estimated accuracy of +/- 6 seconds.
 AG7405
 AG7405.The orthometric height was determined by differential leveling and
 AG7405.adjusted by the NATIONAL GEODETIC SURVEY
 AG7405.in June 1991.
 AG7405
 AG7405.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7405.GEOID18 height accuracy estimate available here.
 AG7405
 AG7405.This Tidal Bench Mark is designated as VM 10638
 AG7405.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7405
 AG7405.This Tidal Bench Mark is designated as VM 10643
 AG7405.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7405
 AG7405.Click photographs - Photos may exist for this station.
 AG7405
 AG7405.The dynamic height is computed by dividing the NAVD 88
 AG7405.geopotential number by the normal gravity value computed on the
 AG7405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7405.degrees latitude (g = 980.6199 gals.).
 AG7405
 AG7405.The modeled gravity was interpolated from observed gravity values.
 AG7405
 AG7405;                    North         East    Units  Estimated Accuracy
 AG7405;SPC FL W     -   376,920.      136,900.      MT  (+/- 180 meters Scaled)
 AG7405
 AG7405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL383688(NAD 83)
 AG7405
 AG7405                          SUPERSEDED SURVEY CONTROL
 AG7405
 AG7405  NGVD 29 (??/??/92)    1.090  (m)            3.58   (f) ADJ UNCH    2 1
 AG7405
 AG7405.Superseded values are not recommended for survey control.
 AG7405
 AG7405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7405.See file dsdata.pdf to determine how the superseded data were derived.
 AG7405
 AG7405_MARKER: DD = SURVEY DISK
 AG7405_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7405_SP_SET: FLOOR
 AG7405_STAMPING: 6485 A 1976
 AG7405_MARK LOGO: NOS
 AG7405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7405
 AG7405  HISTORY     - Date     Condition        Report By
 AG7405  HISTORY     - 1976     MONUMENTED       NOS
 AG7405  HISTORY     - 1982     GOOD             FLDNR
 AG7405  HISTORY     - 19980321 GOOD             USPSQD
 AG7405  HISTORY     - 20031027 POOR             USPSQD
 AG7405
 AG7405                          STATION DESCRIPTION
 AG7405
 AG7405'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7405'IN ST PETERSBURG.
 AG7405'THE MARK IS IN GRANDVIEW PARK AT THE INTERSECTION OF 6TH STREET
 AG7405'SOUTH AND 39TH AVENUE SOUTH.  THE MARK BEARS 22 FEET NORTH OF THE
 AG7405'NORTH BOAT RAMP, 2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A CEMENT
 AG7405'PICNIC TABLE, 15 FEET WEST OF THE APPROXIMATE WATERLINE, AND SET
 AG7405'IN THE CONCRETE FLOORING FOR THE PICNIC TABLE.  THE TOP OF THE MARK
 AG7405'HAS BEEN DENTED.
 AG7405
 AG7405                          STATION RECOVERY (1998)
 AG7405
 AG7405'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7405'RECOVERED IN GOOD CONDITION.
 AG7405
 AG7405                          STATION RECOVERY (2003)
 AG7405
 AG7405'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG7405'THERE ARE THREE LARGE DENTS IN THE STAMP AREA AND THE MOST OF THE
 AG7405'STAMPING HAS BEEN OBLITERATED..
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6346 ***********************************************************************
 AG6346  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6346  DESIGNATION -  872 6486 2
 AG6346  PID         -  AG6346
 AG6346  STATE/COUNTY-  FL/PINELLAS
 AG6346  COUNTRY     -  US
 AG6346  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG6346
 AG6346                         *CURRENT SURVEY CONTROL
 AG6346  ______________________________________________________________________
 AG6346* NAD 83(1986) POSITION- 27 44 15.27   (N) 082 42 23.58   (W)   HD_HELD1
 AG6346* NAVD 88 ORTHO HEIGHT -     1.317 (meters)        4.32  (feet) ADJUSTED
 AG6346  ______________________________________________________________________
 AG6346  GEOID HEIGHT    -        -24.404 (meters)                     GEOID18
 AG6346  DYNAMIC HEIGHT  -          1.315 (meters)        4.31  (feet) COMP
 AG6346  MODELED GRAVITY -    979,172.4   (mgal)                       NAVD 88
 AG6346
 AG6346  VERT ORDER      -  FIRST     CLASS II
 AG6346
 AG6346.The horizontal coordinates were determined by differentially corrected
 AG6346.hand held GPS observations or other comparable positioning techniques
 AG6346.and have an estimated accuracy of +/- 3 meters.
 AG6346
 AG6346.The orthometric height was determined by differential leveling and
 AG6346.adjusted by the NATIONAL GEODETIC SURVEY
 AG6346.in June 1991.
 AG6346
 AG6346.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6346.GEOID18 height accuracy estimate available here.
 AG6346
 AG6346.This Tidal Bench Mark is designated as VM 6529
 AG6346.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6346
 AG6346.Click photographs - Photos may exist for this station.
 AG6346
 AG6346.The dynamic height is computed by dividing the NAVD 88
 AG6346.geopotential number by the normal gravity value computed on the
 AG6346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6346.degrees latitude (g = 980.6199 gals.).
 AG6346
 AG6346.The modeled gravity was interpolated from observed gravity values.
 AG6346
 AG6346;                    North         East    Units  Estimated Accuracy
 AG6346;SPC FL W     -   377,329.4     130,337.9     MT  (+/- 3 meters HH1 GPS) 
 AG6346
 AG6346_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3178869298(NAD 83)
 AG6346
 AG6346                          SUPERSEDED SURVEY CONTROL
 AG6346
 AG6346  NGVD 29 (??/??/92)    1.591  (m)            5.22   (f) ADJ UNCH    1 2
 AG6346
 AG6346.Superseded values are not recommended for survey control.
 AG6346
 AG6346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6346.See file dsdata.pdf to determine how the superseded data were derived.
 AG6346
 AG6346_MARKER: DB = BENCH MARK DISK
 AG6346_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG6346_SP_SET: HEADWALL
 AG6346_STAMPING: NO 2 1952
 AG6346_MARK LOGO: CGS
 AG6346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6346+STABILITY: SURFACE MOTION
 AG6346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG6346+SATELLITE: SATELLITE OBSERVATIONS - July 16, 2020
 AG6346
 AG6346  HISTORY     - Date     Condition        Report By
 AG6346  HISTORY     - 1952     MONUMENTED       CGS
 AG6346  HISTORY     - 1976     GOOD             FLDT
 AG6346  HISTORY     - 1982     GOOD             FLDNR
 AG6346  HISTORY     - 19910322 GOOD             USPSQD
 AG6346  HISTORY     - 19980112 GOOD             USPSQD
 AG6346  HISTORY     - 20030709 GOOD             USPSQD
 AG6346  HISTORY     - 20051023 GOOD             USPSQD
 AG6346  HISTORY     - 20090909 GOOD             FLDEP
 AG6346  HISTORY     - 20200716 GOOD             FGLDSV
 AG6346
 AG6346                          STATION DESCRIPTION
 AG6346
 AG6346'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG6346'AT GULFPORT.
 AG6346'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH
 AG6346'STREET SOUTH) AND PINELLAS BAYWAY (54TH AVENUE S./A19A), RUN
 AG6346'NORTHERLY ON U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND
 AG6346'AVENUE S., TURN LEFT ON 22ND AVE. S. AND RUN WESTERLY FOR 1.7
 AG6346'MILE TO THE INTERSECTION OF 54TH STREET SOUTH.  TURN LEFT AND
 AG6346'RUN SOUTH ALONG 54TH STREET S. FOR 0.75 MILE TO SHORE BLVD.
 AG6346'SOUTH.  STATION TO THE SOUTH, ON CONCRETE FISHING PIER, 79.6 FT.
 AG6346'SOUTH OF THE CENTERLINE OF SHORE BLVD. SOUTH, 8.5 FT. EAST OF
 AG6346'THE CENTERLINE OF FISHING PIER, 14 FT. N/NE OF THE EAST CONCRETE
 AG6346'HANDRAIL, 0.5 FT. EAST OF THE EAST EDGE OF FISHING PIER.  SET IN
 AG6346'TOP OF CONCRETE SEAWALL.  SECTION 33, T31S, R16E.
 AG6346
 AG6346                          STATION RECOVERY (1982)
 AG6346
 AG6346'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6346'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 AG6346'EXCEPT THAT THE CONCRETE PIER IS GONE.  THE ABUTMENT REMAINS
 AG6346'AND IS NOW PART OF A SEAWALL.  THE MARK IS RECESSED IN THE
 AG6346'CONCRETE 4 INCHES.
 AG6346
 AG6346                          STATION RECOVERY (1991)
 AG6346
 AG6346'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG6346'RECOVERED IN GOOD CONDITION.
 AG6346
 AG6346                          STATION RECOVERY (1998)
 AG6346
 AG6346'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG6346'RECOVERED IN GOOD CONDITION.
 AG6346
 AG6346                          STATION RECOVERY (2003)
 AG6346
 AG6346'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG)
 AG6346'RECOVERED IN GOOD CONDITION.
 AG6346
 AG6346                          STATION RECOVERY (2005)
 AG6346
 AG6346'RECOVERY NOTE BY US POWER SQUADRON 2005 (HOH)
 AG6346'OCTOBER, 2005, RECOVERED AND IN GOOD CONDITION.
 AG6346'CONTRARY TO THE 1982 DESCRIPTION (RECESSED), THE MARK IS RAISED 3 .
 AG6346'ALSO, IT IS NOT ON THE FISHING PIER PROPER, BUT ON A PLAYGROUND SLAB
 AG6346'IMMEDIATELY LEFT OF THE ENTRY TO THE PIER.  ALL POSITIONING
 AG6346'MEASUREMENT APPEAR ACCURATE, HOWEVER.
 AG6346'IT APPEARS THAT AN ORIGINAL PIER WAS NARROWED APPROXIMATELY 20 FT AND
 AG6346'THE MARK IS AT THE ENTRY OF WHAT WOULD HAVE BEEN A SUBSTANTIALLY WIDER
 AG6346'PIER.
 AG6346'
 AG6346
 AG6346                          STATION RECOVERY (2009)
 AG6346
 AG6346'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG6346'RECOVERED AS DESCRIBED.
 AG6346
 AG6346                          STATION RECOVERY (2020)
 AG6346
 AG6346'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2020 (JKI)
 AG6346'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6348 ***********************************************************************
 AG6348  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6348  DESIGNATION -  872 6486 4
 AG6348  PID         -  AG6348
 AG6348  STATE/COUNTY-  FL/PINELLAS
 AG6348  COUNTRY     -  US
 AG6348  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG6348
 AG6348                         *CURRENT SURVEY CONTROL
 AG6348  ______________________________________________________________________
 AG6348* NAD 83(1986) POSITION- 27 44 13.     (N) 082 42 23.     (W)   SCALED
 AG6348* NAVD 88 ORTHO HEIGHT -     1.335 (meters)        4.38  (feet) ADJUSTED
 AG6348  ______________________________________________________________________
 AG6348  GEOID HEIGHT    -        -24.404 (meters)                     GEOID18
 AG6348  DYNAMIC HEIGHT  -          1.333 (meters)        4.37  (feet) COMP
 AG6348  MODELED GRAVITY -    979,172.4   (mgal)                       NAVD 88
 AG6348
 AG6348  VERT ORDER      -  FIRST     CLASS II
 AG6348
 AG6348.The horizontal coordinates were scaled from a map and have
 AG6348.an estimated accuracy of +/- 6 seconds.
 AG6348
 AG6348.The orthometric height was determined by differential leveling and
 AG6348.adjusted by the NATIONAL GEODETIC SURVEY
 AG6348.in June 1991.
 AG6348
 AG6348.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6348.GEOID18 height accuracy estimate available here.
 AG6348
 AG6348.This Tidal Bench Mark is designated as VM 6530
 AG6348.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6348
 AG6348.Click photographs - Photos may exist for this station.
 AG6348
 AG6348.The dynamic height is computed by dividing the NAVD 88
 AG6348.geopotential number by the normal gravity value computed on the
 AG6348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6348.degrees latitude (g = 980.6199 gals.).
 AG6348
 AG6348.The modeled gravity was interpolated from observed gravity values.
 AG6348
 AG6348;                    North         East    Units  Estimated Accuracy
 AG6348;SPC FL W     -   377,260.      130,350.      MT  (+/- 180 meters Scaled)
 AG6348
 AG6348_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318692(NAD 83)
 AG6348
 AG6348                          SUPERSEDED SURVEY CONTROL
 AG6348
 AG6348  NGVD 29 (??/??/92)    1.608  (m)            5.28   (f) ADJ UNCH    1 2
 AG6348
 AG6348.Superseded values are not recommended for survey control.
 AG6348
 AG6348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6348.See file dsdata.pdf to determine how the superseded data were derived.
 AG6348
 AG6348_MARKER: DB = BENCH MARK DISK
 AG6348_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG6348_SP_SET: SEAWALL
 AG6348_STAMPING: NO 4 1952
 AG6348_MARK LOGO: CGS
 AG6348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6348+STABILITY: SURFACE MOTION
 AG6348
 AG6348  HISTORY     - Date     Condition        Report By
 AG6348  HISTORY     - 1952     MONUMENTED       CGS
 AG6348  HISTORY     - 1976     GOOD             FLDT
 AG6348  HISTORY     - 1982     GOOD             FLDNR
 AG6348  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AG6348  HISTORY     - 20051023 MARK NOT FOUND   USPSQD
 AG6348  HISTORY     - 20090906 MARK NOT FOUND   FLDEP
 AG6348
 AG6348                          STATION DESCRIPTION
 AG6348
 AG6348'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG6348'AT GULFPORT.
 AG6348'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH
 AG6348'STREET SOUTH) AND PINELLAS BAYWAY (54TH AVENUE S./A19A), RUN
 AG6348'NORTHERLY ON U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND
 AG6348'AVENUE S., TURN LEFT ON 22ND AVE. S. AND RUN WESTERLY FOR 1.7
 AG6348'MILE TO THE INTERSECTION OF 54TH STREET S., TURN LEFT ON 54TH
 AG6348'STREET S. AND RUN SOUTHERLY FOR 0.75 MILE TO THE JUNCTION OF
 AG6348'SHORE BLVD. SOUTH, TURN RIGHT ON SHORE BLVD. S. AND RUN WESTERLY
 AG6348'FOR 0.1 MILE TO GULFPORT CASINO.  STATION IS SET ON THE SE CORNER
 AG6348'OF CONCRETE SEAWALL AROUND GULFPORT CASINO, 42.5 FT. SE OF THE
 AG6348'SE CORNER OF CASINO, 149 FT. SOUTH OF THE NORTH END OF SEAWALL,
 AG6348'UNDER IRON HANDRAIL.  SET IN TOP OF THE CONCRETE SEAWALL.  SECTION
 AG6348'338 T31S, R16E.
 AG6348
 AG6348                          STATION RECOVERY (1982)
 AG6348
 AG6348'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6348'RECOVERED IN GOOD CONDITION.
 AG6348
 AG6348                          STATION RECOVERY (1991)
 AG6348
 AG6348'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG6348'MARK NOT FOUND.
 AG6348
 AG6348                          STATION RECOVERY (2005)
 AG6348
 AG6348'RECOVERY NOTE BY US POWER SQUADRON 2005 (HOH)
 AG6348'OCTOBER, 2005 STATION MARK NOT FOUND.
 AG6348'LAST CONFIRMATION WAS 1982.  STATION NOT FOUND IN 1991.
 AG6348'THE POSITION AS DESCRIBED  SE CORNER OF THE CONCRETE SEAWALL AROUND
 AG6348'THE GULFPORT CASINO, 42.5 FT. SE OF THE SE CORNER OF THE CASINO  IS
 AG6348'STILL IN PLACE.  HOWEVER, IT APPEARS THAT A NEWER 12  THICK CONCRETE
 AG6348'SLAB IS SITTING ON TOP OF THE OLD SEAWALL STRUCTURE.
 AG6348'THE NEXT INDIVIDUAL SEEKING THIS MARK SHOULD GO EQUIPPED WITH A HAND
 AG6348'HELD GPS TO CONFIRM THE LOCATION OF THE COORDINATES INDICATED FOR THIS
 AG6348'MARK, WHICH MAY NOW BE UNDER THE NEW CONCRETE SLAB.
 AG6348
 AG6348                          STATION RECOVERY (2009)
 AG6348
 AG6348'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG6348'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AG6348'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7407 ***********************************************************************
 AG7407  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7407  DESIGNATION -  872 6486 E
 AG7407  PID         -  AG7407
 AG7407  STATE/COUNTY-  FL/PINELLAS
 AG7407  COUNTRY     -  US
 AG7407  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7407
 AG7407                         *CURRENT SURVEY CONTROL
 AG7407  ______________________________________________________________________
 AG7407* NAD 83(1986) POSITION- 27 44 27.5    (N) 082 42 23.2    (W)   HD_HELD2
 AG7407* NAVD 88 ORTHO HEIGHT -     3.852 (meters)       12.64  (feet) ADJUSTED
 AG7407  ______________________________________________________________________
 AG7407  GEOID HEIGHT    -        -24.406 (meters)                     GEOID18
 AG7407  DYNAMIC HEIGHT  -          3.847 (meters)       12.62  (feet) COMP
 AG7407  MODELED GRAVITY -    979,172.8   (mgal)                       NAVD 88
 AG7407
 AG7407  VERT ORDER      -  SECOND    CLASS I
 AG7407
 AG7407.The horizontal coordinates were established by autonomous hand held GPS
 AG7407.observations and have an estimated accuracy of +/- 10 meters.
 AG7407
 AG7407.The orthometric height was determined by differential leveling and
 AG7407.adjusted by the NATIONAL GEODETIC SURVEY
 AG7407.in January 2011.
 AG7407
 AG7407.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7407.GEOID18 height accuracy estimate available here.
 AG7407
 AG7407.This Tidal Bench Mark is designated as VM 6531
 AG7407.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7407
 AG7407.Click photographs - Photos may exist for this station.
 AG7407
 AG7407.The dynamic height is computed by dividing the NAVD 88
 AG7407.geopotential number by the normal gravity value computed on the
 AG7407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7407.degrees latitude (g = 980.6199 gals.).
 AG7407
 AG7407.The modeled gravity was interpolated from observed gravity values.
 AG7407
 AG7407;                    North         East    Units  Estimated Accuracy
 AG7407;SPC FL W     -   377,706.      130,350.      MT  (+/- 10 meters HH2 GPS)
 AG7407
 AG7407_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3180469675(NAD 83)
 AG7407
 AG7407                          SUPERSEDED SURVEY CONTROL
 AG7407
 AG7407  NAVD 88 (06/15/91)    3.848  (m)           12.62   (f) SUPERSEDED  2 1
 AG7407  NGVD 29 (??/??/92)    4.121  (m)           13.52   (f) ADJ UNCH    2 1
 AG7407
 AG7407.Superseded values are not recommended for survey control.
 AG7407
 AG7407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7407.See file dsdata.pdf to determine how the superseded data were derived.
 AG7407
 AG7407_MARKER: DJ = TIDAL STATION DISK
 AG7407_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG7407_STAMPING: 6486 E 1982
 AG7407_MARK LOGO: FLDNR
 AG7407_PROJECTION: FLUSH
 AG7407_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7407_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7407+SATELLITE: SATELLITE OBSERVATIONS - 20092709
 AG7407_ROD/PIPE-DEPTH: 12.2 meters
 AG7407
 AG7407  HISTORY     - Date     Condition        Report By
 AG7407  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7407  HISTORY     - 19980112 POOR             USPSQD
 AG7407  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 AG7407  HISTORY     - 20092709 GOOD             FLDEP
 AG7407
 AG7407                          STATION DESCRIPTION
 AG7407
 AG7407'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7407'IN GULFPORT.
 AG7407'THE MARK IS IN GULFPORT AT THE INTERSECTION OF 29TH AVENUE SOUTH
 AG7407'AND 54TH STREET.  THE MARK BEARS 18.75 FEET EAST OF THE CENTERLINE
 AG7407'OF 54TH STREET, 28.0 FEET SOUTH OF THE CENTERLINE OF 29TH AVENUE
 AG7407'SOUTH, AND 3.5 FEET SOUTHWEST OF A POWER POLE.  THE DISK IS A
 AG7407'FLORIDA TIDAL BENCH MARK.
 AG7407'THE MARK IS 1.3 FT  N FROM A WITNESS POST.
 AG7407'THE MARK IS ABOVE LEVEL WITH ROAD.
 AG7407
 AG7407                          STATION RECOVERY (1998)
 AG7407
 AG7407'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7407'MARK RECOVERED IN POOR CONDITION.
 AG7407
 AG7407                          STATION RECOVERY (2003)
 AG7407
 AG7407'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG)
 AG7407'FOUND A 4 INCH DIAMETER CERAMIC PIPE WITH TOP SHEARED OFF IN MARKER
 AG7407'LOCATION.
 AG7407
 AG7407                          STATION RECOVERY (2009)
 AG7407
 AG7407'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7407'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7408 ***********************************************************************
 AG7408  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7408  DESIGNATION -  872 6486 F
 AG7408  PID         -  AG7408
 AG7408  STATE/COUNTY-  FL/PINELLAS
 AG7408  COUNTRY     -  US
 AG7408  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7408
 AG7408                         *CURRENT SURVEY CONTROL
 AG7408  ______________________________________________________________________
 AG7408* NAD 83(1986) POSITION- 27 44 36.2    (N) 082 42 23.7    (W)   HD_HELD2
 AG7408* NAVD 88 ORTHO HEIGHT -     4.327 (meters)       14.20  (feet) ADJUSTED
 AG7408  ______________________________________________________________________
 AG7408  GEOID HEIGHT    -        -24.408 (meters)                     GEOID18
 AG7408  DYNAMIC HEIGHT  -          4.321 (meters)       14.18  (feet) COMP
 AG7408  MODELED GRAVITY -    979,173.1   (mgal)                       NAVD 88
 AG7408
 AG7408  VERT ORDER      -  SECOND    CLASS I
 AG7408
 AG7408.The horizontal coordinates were established by autonomous hand held GPS
 AG7408.observations and have an estimated accuracy of +/- 10 meters.
 AG7408
 AG7408.The orthometric height was determined by differential leveling and
 AG7408.adjusted by the NATIONAL GEODETIC SURVEY
 AG7408.in January 2011.
 AG7408
 AG7408.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7408.GEOID18 height accuracy estimate available here.
 AG7408
 AG7408.This Tidal Bench Mark is designated as VM 6532
 AG7408.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7408
 AG7408.Click photographs - Photos may exist for this station.
 AG7408
 AG7408.The dynamic height is computed by dividing the NAVD 88
 AG7408.geopotential number by the normal gravity value computed on the
 AG7408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7408.degrees latitude (g = 980.6199 gals.).
 AG7408
 AG7408.The modeled gravity was interpolated from observed gravity values.
 AG7408
 AG7408;                    North         East    Units  Estimated Accuracy
 AG7408;SPC FL W     -   377,974.      130,338.      MT  (+/- 10 meters HH2 GPS)
 AG7408
 AG7408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3179469943(NAD 83)
 AG7408
 AG7408                          SUPERSEDED SURVEY CONTROL
 AG7408
 AG7408  NAVD 88 (06/15/91)    4.320  (m)           14.17   (f) SUPERSEDED  2 1
 AG7408  NGVD 29 (??/??/92)    4.593  (m)           15.07   (f) ADJ UNCH    2 1
 AG7408
 AG7408.Superseded values are not recommended for survey control.
 AG7408
 AG7408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7408.See file dsdata.pdf to determine how the superseded data were derived.
 AG7408
 AG7408_MARKER: DJ = TIDAL STATION DISK
 AG7408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG7408_STAMPING: 6486 F 1982
 AG7408_MARK LOGO: FLDNR
 AG7408_PROJECTION: RECESSED 3 CENTIMETERS
 AG7408_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7408+SATELLITE: SATELLITE OBSERVATIONS - September 13, 2009
 AG7408_ROD/PIPE-DEPTH: 13.4 meters
 AG7408
 AG7408  HISTORY     - Date     Condition        Report By
 AG7408  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7408  HISTORY     - 19980112 GOOD             USPSQD
 AG7408  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 AG7408  HISTORY     - 20090913 GOOD             FLDEP
 AG7408
 AG7408                          STATION DESCRIPTION
 AG7408
 AG7408'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7408'IN GULFPORT.
 AG7408'THE MARK IS IN GULFPORT AT THE INTERSECTION OF 27TH AVENUE SOUTH
 AG7408'AND 54TH STREET.  THE MARK BEARS 18.0 FEET WEST OF THE CENTERLINE
 AG7408'OF 54TH STREET, 23.0 FEET SOUTH OF THE CENTERLINE OF 27TH AVENUE
 AG7408'SOUTH, 43.0 FEET WEST OF POWER POLE 126752 WITH STREET LIGHT,
 AG7408'AND 110.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE GULFPORT
 AG7408'PRESBYTERIAN CHURCH.  THE DISK IS A FLORIDA TIDAL BENCH MARK.
 AG7408'THE MARK IS 1.8 FT  E FROM A WITNESS POST.
 AG7408'THE MARK IS ABOVE LEVEL WITH ROAD.
 AG7408
 AG7408                          STATION RECOVERY (1998)
 AG7408
 AG7408'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7408'RECOVERED IN GOOD CONDITION.
 AG7408
 AG7408                          STATION RECOVERY (2003)
 AG7408
 AG7408'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG)
 AG7408'FOUND A SHEARED OFF 4 INCH DIAMETER PIPE IN MARKER LOCATION.
 AG7408
 AG7408                          STATION RECOVERY (2009)
 AG7408
 AG7408'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7408'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7409 ***********************************************************************
 AG7409  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7409  DESIGNATION -  872 6486 G
 AG7409  PID         -  AG7409
 AG7409  STATE/COUNTY-  FL/PINELLAS
 AG7409  COUNTRY     -  US
 AG7409  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG7409
 AG7409                         *CURRENT SURVEY CONTROL
 AG7409  ______________________________________________________________________
 AG7409* NAD 83(1986) POSITION- 27 44 46.     (N) 082 42 23.     (W)   SCALED
 AG7409* NAVD 88 ORTHO HEIGHT -     3.933 (meters)       12.90  (feet) ADJUSTED
 AG7409  ______________________________________________________________________
 AG7409  GEOID HEIGHT    -        -24.410 (meters)                     GEOID18
 AG7409  DYNAMIC HEIGHT  -          3.927 (meters)       12.88  (feet) COMP
 AG7409  MODELED GRAVITY -    979,173.3   (mgal)                       NAVD 88
 AG7409
 AG7409  VERT ORDER      -  SECOND    CLASS I
 AG7409
 AG7409.The horizontal coordinates were scaled from a map and have
 AG7409.an estimated accuracy of +/- 6 seconds.
 AG7409
 AG7409.The orthometric height was determined by differential leveling and
 AG7409.adjusted by the NATIONAL GEODETIC SURVEY
 AG7409.in June 1991.
 AG7409
 AG7409.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7409.GEOID18 height accuracy estimate available here.
 AG7409
 AG7409.This Tidal Bench Mark is designated as VM 6533
 AG7409.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7409
 AG7409.Click photographs - Photos may exist for this station.
 AG7409
 AG7409.The dynamic height is computed by dividing the NAVD 88
 AG7409.geopotential number by the normal gravity value computed on the
 AG7409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7409.degrees latitude (g = 980.6199 gals.).
 AG7409
 AG7409.The modeled gravity was interpolated from observed gravity values.
 AG7409
 AG7409;                    North         East    Units  Estimated Accuracy
 AG7409;SPC FL W     -   378,280.      130,360.      MT  (+/- 180 meters Scaled)
 AG7409
 AG7409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318702(NAD 83)
 AG7409
 AG7409                          SUPERSEDED SURVEY CONTROL
 AG7409
 AG7409  NGVD 29 (??/??/92)    4.206  (m)           13.80   (f) ADJ UNCH    2 1
 AG7409
 AG7409.Superseded values are not recommended for survey control.
 AG7409
 AG7409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7409.See file dsdata.pdf to determine how the superseded data were derived.
 AG7409
 AG7409_MARKER: DJ = TIDAL STATION DISK
 AG7409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG7409_SP_SET: CONCRETE BOX DRAIN
 AG7409_STAMPING: 6486 G 1982
 AG7409_MARK LOGO: FLDNR
 AG7409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7409
 AG7409  HISTORY     - Date     Condition        Report By
 AG7409  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7409  HISTORY     - 19980112 GOOD             USPSQD
 AG7409  HISTORY     - 20030709 MARK NOT FOUND   USPSQD
 AG7409  HISTORY     - 20080228 MARK NOT FOUND   YOUNG
 AG7409  HISTORY     - 20090906 MARK NOT FOUND   FLDEP
 AG7409
 AG7409                          STATION DESCRIPTION
 AG7409
 AG7409'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7409'IN GULFPORT.
 AG7409'THE MARK IS IN GULFPORT NEAR THE INTERSECTION OF 25TH AVENUE
 AG7409'SOUTH AND 54TH STREET.  THE MARK BEARS 39.0 FEET WEST OF THE
 AG7409'CENTERLINE OF 54TH STREET, 20.7 FEET NORTH OF THE CENTERLINE OF
 AG7409'25TH AVENUE SOUTH, 16.5 FEET SOUTHWEST OF UNDERGROUND CABLE
 AG7409'MARKER 900, AND IS SET IN THE TOP OF THE NORTHWEST CORNER OF
 AG7409'A CONCRETE BOX DRAIN WITH AN IRON GRATE.  THE MARK IS A
 AG7409'FLORIDA TIDAL BENCH MARK.
 AG7409'THE MARK IS 1.5 FT  SE FROM A WITNESS POST.
 AG7409'THE MARK IS 2 FT BELOW ROAD.
 AG7409
 AG7409                          STATION RECOVERY (1998)
 AG7409
 AG7409'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7409'RECOVERED IN GOOD CONDITION.
 AG7409
 AG7409                          STATION RECOVERY (2003)
 AG7409
 AG7409'RECOVERY NOTE BY US POWER SQUADRON 2003 (LG)
 AG7409'WITNESS POST GONE
 AG7409
 AG7409                          STATION RECOVERY (2008)
 AG7409
 AG7409'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2008 (NC)
 AG7409'MARK NOT FOUND.
 AG7409
 AG7409                          STATION RECOVERY (2009)
 AG7409
 AG7409'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7409'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AG7409'REMOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3615 ***********************************************************************
 DM3615  DESIGNATION -  872 6486 H
 DM3615  PID         -  DM3615
 DM3615  STATE/COUNTY-  FL/PINELLAS
 DM3615  COUNTRY     -  US
 DM3615  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 DM3615
 DM3615                         *CURRENT SURVEY CONTROL
 DM3615  ______________________________________________________________________
 DM3615* NAD 83(1986) POSITION- 27 44 16.0    (N) 082 42 22.9    (W)   HD_HELD2
 DM3615* NAVD 88 ORTHO HEIGHT -     0.912 (meters)        2.99  (feet) ADJUSTED
 DM3615  ______________________________________________________________________
 DM3615  GEOID HEIGHT    -        -24.404 (meters)                     GEOID18
 DM3615  DYNAMIC HEIGHT  -          0.911 (meters)        2.99  (feet) COMP
 DM3615  MODELED GRAVITY -    979,172.5   (mgal)                       NAVD 88
 DM3615
 DM3615  VERT ORDER      -  SECOND    CLASS I
 DM3615
 DM3615.The horizontal coordinates were established by autonomous hand held GPS
 DM3615.observations and have an estimated accuracy of +/- 10 meters.
 DM3615
 DM3615.The orthometric height was determined by differential leveling and
 DM3615.adjusted by the NATIONAL GEODETIC SURVEY
 DM3615.in January 2011.
 DM3615
 DM3615.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3615.GEOID18 height accuracy estimate available here.
 DM3615
 DM3615.Click photographs - Photos may exist for this station.
 DM3615
 DM3615.The dynamic height is computed by dividing the NAVD 88
 DM3615.geopotential number by the normal gravity value computed on the
 DM3615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3615.degrees latitude (g = 980.6199 gals.).
 DM3615
 DM3615.The modeled gravity was interpolated from observed gravity values.
 DM3615
 DM3615;                    North         East    Units  Estimated Accuracy
 DM3615;SPC FL W     -   377,352.      130,357.      MT  (+/- 10 meters HH2 GPS)
 DM3615
 DM3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3180769321(NAD 83)
 DM3615
 DM3615                          SUPERSEDED SURVEY CONTROL
 DM3615
 DM3615.No superseded survey control is available for this station.
 DM3615
 DM3615_MARKER: DD = SURVEY DISK
 DM3615_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM3615_SP_SET: SEAWALL
 DM3615_STAMPING: 872 6486 H
 DM3615_MARK LOGO: FLDEP
 DM3615_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3615+STABILITY: SURFACE MOTION
 DM3615_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3615+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2009
 DM3615
 DM3615  HISTORY     - Date     Condition        Report By
 DM3615  HISTORY     - 20091210 MONUMENTED       FLDEP
 DM3615
 DM3615                          STATION DESCRIPTION
 DM3615
 DM3615'DESCRIBED BY FL DEPT OF ENV PRO 2009
 DM3615'THE MARK IS ABOUT 14.0 MI (22.5 KM) SOUTHWEST OF PORT TAMPA, 8.7 MI
 DM3615'(14.0 KM) SOUTHEAST OF SEMINOLE, 2.8 MI (4.5 KM) SOUTHWEST OF SAINT
 DM3615'PETERSBURG, IN SECTION 33, TOWNSHIP 32 SOUTH, RANGE 16 EAST.
 DM3615'
 DM3615'TO REACH THE MARK FROM THE INTERSECTION OF CENTRAL AVENUE AND 58TH
 DM3615'STREET IN SAINT PETERSBURG, GO SOUTH ON 58TH STREET FOR 2.25 MI (3.6
 DM3615'KM) TO THE INTERSECTION OF SHORE BOULEVARD.  TURN LEFT ON SHORE
 DM3615'BOULEVARD AND GO EAST FOR 0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT SET
 DM3615'FLUSH WITH THE SEAWALL AND LEVEL WITH 54TH STREET.
 DM3615'
 DM3615'LOCATED 48.1 FT (14.7 M) WEST OF THE EXTENDED CENTERLINE OF 54TH
 DM3615'STREET, 39.0 FT (11.9 M) WEST OF THE NORTHWEST CORNER OF A SHELTERD
 DM3615'GAZEBO ON THE WATER, 37.2 FT (11.3 M) EAST-SOUTHEAST OF A FIRE
 DM3615'HYDRANT, 2.4 FT (0.7 M) SOUTH OF THE CENTERLINE OF SHORE BOULEVARD AND
 DM3615'0.8 FT (24 CM) NORTH OF THE SOUTH EDGE OF THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3616 ***********************************************************************
 DM3616  DESIGNATION -  872 6486 J
 DM3616  PID         -  DM3616
 DM3616  STATE/COUNTY-  FL/PINELLAS
 DM3616  COUNTRY     -  US
 DM3616  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 DM3616
 DM3616                         *CURRENT SURVEY CONTROL
 DM3616  ______________________________________________________________________
 DM3616* NAD 83(1986) POSITION- 27 44 44.8    (N) 082 42 23.5    (W)   HD_HELD2
 DM3616* NAVD 88 ORTHO HEIGHT -     4.053 (meters)       13.30  (feet) ADJUSTED
 DM3616  ______________________________________________________________________
 DM3616  GEOID HEIGHT    -        -24.410 (meters)                     GEOID18
 DM3616  DYNAMIC HEIGHT  -          4.047 (meters)       13.28  (feet) COMP
 DM3616  MODELED GRAVITY -    979,173.3   (mgal)                       NAVD 88
 DM3616
 DM3616  VERT ORDER      -  SECOND    CLASS I
 DM3616
 DM3616.The horizontal coordinates were established by autonomous hand held GPS
 DM3616.observations and have an estimated accuracy of +/- 10 meters.
 DM3616
 DM3616.The orthometric height was determined by differential leveling and
 DM3616.adjusted by the NATIONAL GEODETIC SURVEY
 DM3616.in January 2011.
 DM3616
 DM3616.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3616.GEOID18 height accuracy estimate available here.
 DM3616
 DM3616.Click photographs - Photos may exist for this station.
 DM3616
 DM3616.The dynamic height is computed by dividing the NAVD 88
 DM3616.geopotential number by the normal gravity value computed on the
 DM3616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3616.degrees latitude (g = 980.6199 gals.).
 DM3616
 DM3616.The modeled gravity was interpolated from observed gravity values.
 DM3616
 DM3616;                    North         East    Units  Estimated Accuracy
 DM3616;SPC FL W     -   378,238.      130,345.      MT  (+/- 10 meters HH2 GPS)
 DM3616
 DM3616_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3180370207(NAD 83)
 DM3616
 DM3616                          SUPERSEDED SURVEY CONTROL
 DM3616
 DM3616.No superseded survey control is available for this station.
 DM3616
 DM3616_MARKER: DD = SURVEY DISK
 DM3616_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM3616_SP_SET: BOX CULVERT
 DM3616_STAMPING: 6486 J 2009
 DM3616_MARK LOGO: FLDEP
 DM3616_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3616+STABILITY: SURFACE MOTION
 DM3616
 DM3616  HISTORY     - Date     Condition        Report By
 DM3616  HISTORY     - 20091210 MONUMENTED       FLDEP
 DM3616
 DM3616                          STATION DESCRIPTION
 DM3616
 DM3616'DESCRIBED BY FL DEPT OF ENV PRO 2009
 DM3616'THE MARK IS ABOUT 13.7 MI (22.0 KM) SOUTHWEST OF PORT TAMPA, 8.3 MI
 DM3616'(13.4 KM) SOUTHEAST OF SEMINOLE, 2.4 MI (3.9 KM) SOUTHWEST OF SAINT
 DM3616'PETERSBURG, IN SECTION 33, TOWNSHIP 32 SOUTH, RANGE 16 EAST.
 DM3616'
 DM3616'TO REACH THE MARK FROM THE INTERSECTION OF CENTRAL AVENUE AND 58TH
 DM3616'STREET IN SAINT PETERSBURG, GO SOUTH ON 58TH STREET FOR 1.7 MI (2.7
 DM3616'KM) TO THE JUNCTION OF 25TH AVENUE ON THE LEFT, TURN LEFT ON 25TH
 DM3616'AVENUE AND GO EAST FOR 0.3 MI (0.5 KM) TO THE MARK ON THE LEFT AT THE
 DM3616'NORTHWEST CORNER OF 54TH STREET AND 25TH AVENUE SOUTH INTERSECTION
 DM3616'ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF 54TH STREET.
 DM3616'
 DM3616'LOCATED 53.1 FT (16.2 M) WEST OF A UTILITY POLE WITH A STREET LIGHT ON
 DM3616'THE EAST SIDE OF 25TH AVENUE, 37.2 FT (11.3 M) EAST OF THE CENTERLINE
 DM3616'OF 54TH STREET, 16.3 FT (5.0 M) NORTH OF THE CENTERLINE OF 25TH STREET
 DM3616'SOUTH, 2.1 FT (0.6 M) EAST OF A CARSONITE WITNESS POST AND 1.7 FT (0.5
 DM3616'M) EAST OF THE WESTERN EDGE OF A CONCRETE BOX CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6345 ***********************************************************************
 AG6345  DESIGNATION -  872 6486 TIDAL 1
 AG6345  PID         -  AG6345
 AG6345  STATE/COUNTY-  FL/PINELLAS
 AG6345  COUNTRY     -  US
 AG6345  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG6345
 AG6345                         *CURRENT SURVEY CONTROL
 AG6345  ______________________________________________________________________
 AG6345* NAD 83(1986) POSITION- 27 44 13.     (N) 082 42 23.     (W)   SCALED
 AG6345* NAVD 88 ORTHO HEIGHT -     1.913 (meters)        6.28  (feet) ADJUSTED
 AG6345  ______________________________________________________________________
 AG6345  GEOID HEIGHT    -        -24.404 (meters)                     GEOID18
 AG6345  DYNAMIC HEIGHT  -          1.910 (meters)        6.27  (feet) COMP
 AG6345  MODELED GRAVITY -    979,172.4   (mgal)                       NAVD 88
 AG6345
 AG6345  VERT ORDER      -  FIRST     CLASS II
 AG6345
 AG6345.The horizontal coordinates were scaled from a map and have
 AG6345.an estimated accuracy of +/- 6 seconds.
 AG6345
 AG6345.The orthometric height was determined by differential leveling and
 AG6345.adjusted by the NATIONAL GEODETIC SURVEY
 AG6345.in June 1991.
 AG6345
 AG6345.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6345.GEOID18 height accuracy estimate available here.
 AG6345
 AG6345.Click photographs - Photos may exist for this station.
 AG6345
 AG6345.The dynamic height is computed by dividing the NAVD 88
 AG6345.geopotential number by the normal gravity value computed on the
 AG6345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6345.degrees latitude (g = 980.6199 gals.).
 AG6345
 AG6345.The modeled gravity was interpolated from observed gravity values.
 AG6345
 AG6345;                    North         East    Units  Estimated Accuracy
 AG6345;SPC FL W     -   377,260.      130,350.      MT  (+/- 180 meters Scaled)
 AG6345
 AG6345_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318692(NAD 83)
 AG6345
 AG6345                          SUPERSEDED SURVEY CONTROL
 AG6345
 AG6345  NGVD 29 (??/??/92)    2.186  (m)            7.17   (f) ADJ UNCH    1 2
 AG6345
 AG6345.Superseded values are not recommended for survey control.
 AG6345
 AG6345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6345.See file dsdata.pdf to determine how the superseded data were derived.
 AG6345
 AG6345_MARKER: DB = BENCH MARK DISK
 AG6345_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG6345_SP_SET: PIER
 AG6345_STAMPING: NO 1 1952
 AG6345_MARK LOGO: CGS
 AG6345_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6345
 AG6345  HISTORY     - Date     Condition        Report By
 AG6345  HISTORY     - 1952     MONUMENTED       CGS
 AG6345  HISTORY     - 1976     GOOD             FLDT
 AG6345  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AG6345  HISTORY     - 20051023 MARK NOT FOUND   USPSQD
 AG6345
 AG6345                          STATION DESCRIPTION
 AG6345
 AG6345'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG6345'AT GULFPORT.
 AG6345'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH
 AG6345'STREET SOUTH) AND PINELLAS BAYWAY (54TH AVENUE SOUTH/A19A), RUN
 AG6345'NORTHERLY ON U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND
 AG6345'AVENUE SOUTH, TURN LEFT ON 22ND AVENUE SOUTH AND RUN WESTERLY
 AG6345'FOR 1.7 MILE TO THE INTERSECTION OF 54TH STREET SOUTH, TURN
 AG6345'LEFT ON 54TH STREET SOUTH AND RUN SOUTHERLY FOR 0.75 MILE TO
 AG6345'THE JUNCTION OF SHORE BLVD. SOUTH.  STATION TO THE SOUTH, ON
 AG6345'CONCRETE FISHING PIER, 543 FT. SOUTH OF THE CENTERLINE OF SHORE
 AG6345'BLVD. S., 19.0 FT. EAST OF THE CENTERLINE OF FISHING PIER, 1.5
 AG6345'FT. SW OF METAL HANDRAIL.  SET IN TOP OF CONCRETE FISHING PIER.
 AG6345'SECTION 338 T31S, R16E.
 AG6345
 AG6345                          STATION RECOVERY (1991)
 AG6345
 AG6345'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG6345'MARK NOT FOUND.
 AG6345
 AG6345                          STATION RECOVERY (2005)
 AG6345
 AG6345'RECOVERY NOTE BY US POWER SQUADRON 2005 (HOH)
 AG6345'OCTOBER, 2005, STATION MARK NOT FOUND.
 AG6345'LAST CONFIRMED IN 1976.  STATION NOT FOUND IN 1991.
 AG6345'THE POSITION DESCRIBED IN 1976 WOULD LOCATE THE MARK APPROXIMATELY 15
 AG6345'FT EAST OF THE EDGE OF THE PIER.
 AG6345'LOOKING BACK TO THE SHORE FROM THE 550 FT MARK, IT APPEARS FROM THE
 AG6345'MAINLAND SEAWALL THAT THE PIER USED TO BE APPROXIMATELY 20 FT WIDER.
 AG6345'A LONG TIME AREA RESIDENT ON THE PIER VOLUNTEERED THAT THE PIER USED
 AG6345'TO BE CONSIDERABLY LARGER AND OCTAGONAL IN SHAPE.  HE COULD NOT RECALL
 AG6345'WHEN CHANGES MADE.  WE COULD FIND NO PERTINENT DEDICATIONS.  IT WAS
 AG6345'SUGGESTED WE CONSULT THE GULFPORT HISTORICAL SOCIETY.
 AG6345'THE NEXT INDIVIDUAL SEEKING THIS MARK SHOULD GO EQUIPPED WITH A HAND
 AG6345'HELD GPS TO CONFIRM THAT THE COORDINATES INDICATED FOR THIS MARK STILL
 AG6345'FALL WITHIN THE BOUNDARIES OF THE STRUCTURE.
 AG6345'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6347 ***********************************************************************
 AG6347  DESIGNATION -  872 6486 TIDAL 3 1975
 AG6347  PID         -  AG6347
 AG6347  STATE/COUNTY-  FL/PINELLAS
 AG6347  COUNTRY     -  US
 AG6347  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG6347
 AG6347                         *CURRENT SURVEY CONTROL
 AG6347  ______________________________________________________________________
 AG6347* NAD 83(1986) POSITION- 27 44 13.     (N) 082 42 23.     (W)   SCALED
 AG6347* NAVD 88 ORTHO HEIGHT -     1.964 (meters)        6.44  (feet) ADJUSTED
 AG6347  ______________________________________________________________________
 AG6347  GEOID HEIGHT    -        -24.404 (meters)                     GEOID18
 AG6347  DYNAMIC HEIGHT  -          1.961 (meters)        6.43  (feet) COMP
 AG6347  MODELED GRAVITY -    979,172.4   (mgal)                       NAVD 88
 AG6347
 AG6347  VERT ORDER      -  SECOND    CLASS II
 AG6347
 AG6347.The horizontal coordinates were scaled from a map and have
 AG6347.an estimated accuracy of +/- 6 seconds.
 AG6347
 AG6347.The orthometric height was determined by differential leveling and
 AG6347.adjusted by the NATIONAL GEODETIC SURVEY
 AG6347.in June 1991.
 AG6347
 AG6347.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6347.GEOID18 height accuracy estimate available here.
 AG6347
 AG6347.Click photographs - Photos may exist for this station.
 AG6347
 AG6347.The dynamic height is computed by dividing the NAVD 88
 AG6347.geopotential number by the normal gravity value computed on the
 AG6347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6347.degrees latitude (g = 980.6199 gals.).
 AG6347
 AG6347.The modeled gravity was interpolated from observed gravity values.
 AG6347
 AG6347;                    North         East    Units  Estimated Accuracy
 AG6347;SPC FL W     -   377,260.      130,350.      MT  (+/- 180 meters Scaled)
 AG6347
 AG6347_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318692(NAD 83)
 AG6347
 AG6347                          SUPERSEDED SURVEY CONTROL
 AG6347
 AG6347  NGVD 29 (??/??/92)    2.237  (m)            7.34   (f) ADJ UNCH    2 2
 AG6347
 AG6347.Superseded values are not recommended for survey control.
 AG6347
 AG6347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6347.See file dsdata.pdf to determine how the superseded data were derived.
 AG6347
 AG6347_MARKER: DJ = TIDAL STATION DISK
 AG6347_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG6347_SP_SET: PIER
 AG6347_STAMPING: NO 3 1975
 AG6347_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6347
 AG6347  HISTORY     - Date     Condition        Report By
 AG6347  HISTORY     - 1975     MONUMENTED       NGS
 AG6347  HISTORY     - 1976     GOOD             FLDT
 AG6347  HISTORY     - 19910322 MARK NOT FOUND   USPSQD
 AG6347  HISTORY     - 20051023 MARK NOT FOUND   USPSQD
 AG6347
 AG6347                          STATION DESCRIPTION
 AG6347
 AG6347'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG6347'AT GULFPORT.
 AG6347'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 19 (34TH
 AG6347'STREET SOUTH) AND PINELLAS BAYWAY (54TH AVE. S./A19A), RUN
 AG6347'NORTHERLY ON U.S. 19 FOR 2.1 MILE TO THE INTERSECTION OF 22ND
 AG6347'AVENUE SOUTH, TURN LEFT ON 22ND AVE. S. AND RUN WESTERLY FOR
 AG6347'1.7 MILE TO THE INTERSECTION OF 54TH STREET SOUTH, TURN LEFT
 AG6347'ON 54TH STREET S. AND RUN SOUTHERLY FOR 0.75 MILE TO THE JUNCTION
 AG6347'OF SHORE BLVD. SOUTH.  STATION TO THE SOUTH, ON CONCRETE FISHING
 AG6347'PIER, 230 FT. FROM THE CENTERLINE OF SHORE BLVD. SOUTH, 5.0 FT.
 AG6347'EAST OF THE CENTERLINE OF PIER, 3.0 FT. WEST OF THE EAST EDGE
 AG6347'OF PIER, 2.0 FT. WEST OF THE EAST CONCRETE HANDRAIL.  SET IN TOP
 AG6347'OF CONCRETE FISHING PIER.  SECTION 338 T31S, R16E.
 AG6347
 AG6347                          STATION RECOVERY (1991)
 AG6347
 AG6347'RECOVERY NOTE BY US POWER SQUADRON 1991 (WLR)
 AG6347'MARK NOT FOUND.
 AG6347
 AG6347                          STATION RECOVERY (2005)
 AG6347
 AG6347'RECOVERY NOTE BY US POWER SQUADRON 2005 (HOH)
 AG6347'OCTOBER, 2005, STATION MARK NOT FOUND.
 AG6347'LAST CONFIRMED IN 1976.  STATION NOT FOUND IN 1991.
 AG6347'A LONG TIME AREA RESIDENT ON THE PIER VOLUNTEERED THAT THE PIER USED
 AG6347'TO BE CONSIDERABLY LARGER AND OCTAGONAL IN SHAPE.  HE COULD NOT RECALL
 AG6347'WHEN CHANGES MADE.  WE COULD FIND NO PERTINENT DEDICATIONS.  IT WAS
 AG6347'SUGGESTED WE CONSULT THE GULFPORT HISTORICAL SOCIETY.
 AG6347'THE NEXT INDIVIDUAL SEEKING THIS MARK SHOULD GO EQUIPPED WITH A HAND
 AG6347'HELD GPS TO CONFIRM THE COORDINATES INDICATED FOR THIS MARK.  WHEN
 AG6347'POSSIBLE, FURTHER WORK MAY BE DONE WITH THE HISTORICAL SOCIETY.
 AG6347'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7526 ***********************************************************************
 AG7526  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7526  DESIGNATION -  872 6492 A TIDAL
 AG7526  PID         -  AG7526
 AG7526  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7526  COUNTRY     -  US
 AG7526  USGS QUAD   -  RUSKIN (2018)
 AG7526
 AG7526                         *CURRENT SURVEY CONTROL
 AG7526  ______________________________________________________________________
 AG7526* NAD 83(1986) POSITION- 27 44 36.25   (N) 082 28 02.97   (W)   HD_HELD1
 AG7526* NAVD 88 ORTHO HEIGHT -     1.605 (meters)        5.27  (feet) ADJUSTED
 AG7526  ______________________________________________________________________
 AG7526  GEOID HEIGHT    -        -24.779 (meters)                     GEOID18
 AG7526  DYNAMIC HEIGHT  -          1.603 (meters)        5.26  (feet) COMP
 AG7526  MODELED GRAVITY -    979,163.9   (mgal)                       NAVD 88
 AG7526
 AG7526  VERT ORDER      -  FIRST     CLASS II
 AG7526
 AG7526.The horizontal coordinates were determined by differentially corrected
 AG7526.hand held GPS observations or other comparable positioning techniques
 AG7526.and have an estimated accuracy of +/- 3 meters.
 AG7526
 AG7526.The orthometric height was determined by differential leveling and
 AG7526.adjusted by the NATIONAL GEODETIC SURVEY
 AG7526.in July 2009.
 AG7526
 AG7526.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7526.GEOID18 height accuracy estimate available here.
 AG7526
 AG7526.This Tidal Bench Mark is designated as VM 6534
 AG7526.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7526
 AG7526.Click photographs - Photos may exist for this station.
 AG7526
 AG7526.The dynamic height is computed by dividing the NAVD 88
 AG7526.geopotential number by the normal gravity value computed on the
 AG7526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7526.degrees latitude (g = 980.6199 gals.).
 AG7526
 AG7526.The modeled gravity was interpolated from observed gravity values.
 AG7526
 AG7526;                    North         East    Units  Estimated Accuracy
 AG7526;SPC FL W     -   377,862.8     153,910.6     MT  (+/- 3 meters HH1 GPS) 
 AG7526
 AG7526_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5536369640(NAD 83)
 AG7526
 AG7526                          SUPERSEDED SURVEY CONTROL
 AG7526
 AG7526  NAVD 88 (06/15/91)    1.604  (m)            5.26   (f) SUPERSEDED  2 1
 AG7526
 AG7526.Superseded values are not recommended for survey control.
 AG7526
 AG7526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7526.See file dsdata.pdf to determine how the superseded data were derived.
 AG7526
 AG7526_MARKER: DB = BENCH MARK DISK
 AG7526_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7526_STAMPING: 6492 A 1977
 AG7526_MARK LOGO: NOS
 AG7526_PROJECTION: FLUSH
 AG7526_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG7526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7526_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7526+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2007
 AG7526_ROD/PIPE-DEPTH: 14.6 meters
 AG7526
 AG7526  HISTORY     - Date     Condition        Report By
 AG7526  HISTORY     - 1977     MONUMENTED       NOS
 AG7526  HISTORY     - 1982     GOOD             FLDNR
 AG7526  HISTORY     - 19910326 GOOD             USPSQD
 AG7526  HISTORY     - 20050306 GOOD             USPSQD
 AG7526  HISTORY     - 20070818 GOOD             FLDEP
 AG7526
 AG7526                          STATION DESCRIPTION
 AG7526
 AG7526'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7526'3.55 MI NW FROM RUSKIN.
 AG7526'BEGIN AT THE RUSKIN POST OFFICE, GO 0.9 MILE NORTH ON U.S. HIGHWAY
 AG7526'41 TO THE INTERSECTION OF 19TH AVENUE, GO 2.3 MILES WEST ON 19TH
 AG7526'AVENUE TO THE ENTRANCE TO E.G. SIMMONS COUNTY PARK, GO 0.15 MILE
 AG7526'NORTHWEST ALONG PARK ROAD TO A DRIVE TO A PICNIC AREA, GO O.2 MILE
 AG7526'NORTHEAST ON THE DRIVE TO THE MARK.
 AG7526'THE MARK IS SET IN THE MIDDLE OF THREE PALM TREES, 117 FEET NORTHWEST
 AG7526'OF THE SOUTHERNMOST PICNIC SHELTER, 26 FEET NORTHEAST OF THE
 AG7526'CENTERLINE OF A TRACK ROAD, 1.8 FEET NORTHEAST OF THE MIDDLE PALM,
 AG7526'17 FEET WEST OF THE SOUTHERNMOST OF THE THREE PALMS, AND 23 FEET
 AG7526'EAST-SOUTHEAST OF THE NORTHERNMOST OF THE THREE PALMS.
 AG7526
 AG7526                          STATION RECOVERY (1991)
 AG7526
 AG7526'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7526'RECOVERED IN GOOD CONDITION.
 AG7526
 AG7526                          STATION RECOVERY (2005)
 AG7526
 AG7526'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7526'MARK FOUND GOOD. FOLLOW THE 1982 DIRECTIONS TO THE PARK. HOWEVER,
 AG7526'AFTER GOING 0.15 MILE NORTHWEST ALONG THE PARK ROAD TO A DRIVE TO A
 AG7526'PICNIC AREA, BEAR RIGHT AT THE FORK IN THE ROAD AND GO 0.2 MILE
 AG7526'NORTHEAST TO THE SOUTHERNMOST PICNIC SHELTER.
 AG7526
 AG7526                          STATION RECOVERY (2007)
 AG7526
 AG7526'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7526'THE MARK IS ABOUT 3.0 MI (2.9 KM) SOUTH OF APOLLO BEACH, 2.5 MI (4.8
 AG7526'KM) NORTHWEST OF RUSKIN, IN SECTION 35, TOWNSHIP 31 SOUTH, RANGE 18
 AG7526'EAST.
 AG7526'
 AG7526'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 AG7526'HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S. HIGHWAY 41
 AG7526'FOR 1.6 MI (4.9 KM) TO THE INTERSECTION OF 19TH AVENUE, TURN LEFT ON
 AG7526'19TH AVENUE AND GO WEST FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF E.G.
 AG7526'SIMMONS PARKWAY ON THE RIGHT, TURN RIGHT ON E.G. SIMMONS PARKWAY AND
 AG7526'GO NORTHWESTERLY FOR 0.3 MI (0.5 KM) TO THE ENTRANCE TO E.G. SIMMONS
 AG7526'PARK, CONTINUE NORTHWESTERLY ON E.G. SIMMONS PARKWAY FOR 0.15 MI (0.2
 AG7526'KM) TO A PAVED ROAD ON THE RIGHT, LEADING TO THE PARK PICNIC AREA,
 AG7526'TURN RIGHT ON THE PAVED ROAD AND CONTINUE NORTHWESTERLY FOR 0.25 MI
 AG7526'(0.4 KM) TO THE SOUTH END OF A PARKING LOT AND THE MARK ON THE RIGHT,
 AG7526'SET FLUSH WITH THE GROUND.
 AG7526'
 AG7526'LOCATED ABOUT 300.0 FT (91.4 M) EAST-SOUTHEAST OF A NOS TIDAL DISK
 AG7526'STAMPED 6492 E 1977, 122.0 FT (37.2 M) WEST-NORTHWEST OF A NOS TIDAL
 AG7526'DISK STAMPED 6492 B 1977, 26.0 FT (7.1 M) NORTHEAST OF THE APPROXIMATE
 AG7526'CENTERLINE OF A DIRT TRACK ROAD, 23.0 FT (7.0 M) EAST-SOUTHEAST OF A
 AG7526'PALM TREE, 17.0 FT (5.2 M) WEST OF A PALM TREE AND 1.8 FT (0.5 M)
 AG7526'NORTHEAST OF A PALM TREE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7527 ***********************************************************************
 AG7527  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7527  DESIGNATION -  872 6492 B TIDAL
 AG7527  PID         -  AG7527
 AG7527  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7527  COUNTRY     -  US
 AG7527  USGS QUAD   -  RUSKIN (2018)
 AG7527
 AG7527                         *CURRENT SURVEY CONTROL
 AG7527  ______________________________________________________________________
 AG7527* NAD 83(1986) POSITION- 27 44 35.6    (N) 082 28 01.9    (W)   HD_HELD2
 AG7527* NAVD 88 ORTHO HEIGHT -     2.009 (meters)        6.59  (feet) ADJUSTED
 AG7527  ______________________________________________________________________
 AG7527  GEOID HEIGHT    -        -24.779 (meters)                     GEOID18
 AG7527  DYNAMIC HEIGHT  -          2.006 (meters)        6.58  (feet) COMP
 AG7527  MODELED GRAVITY -    979,163.9   (mgal)                       NAVD 88
 AG7527
 AG7527  VERT ORDER      -  FIRST     CLASS II
 AG7527
 AG7527.The horizontal coordinates were established by autonomous hand held GPS
 AG7527.observations and have an estimated accuracy of +/- 10 meters.
 AG7527
 AG7527.The orthometric height was determined by differential leveling and
 AG7527.adjusted by the NATIONAL GEODETIC SURVEY
 AG7527.in July 2009.
 AG7527
 AG7527.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7527.GEOID18 height accuracy estimate available here.
 AG7527
 AG7527.This Tidal Bench Mark is designated as VM 6535
 AG7527.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7527
 AG7527.Click photographs - Photos may exist for this station.
 AG7527
 AG7527.The dynamic height is computed by dividing the NAVD 88
 AG7527.geopotential number by the normal gravity value computed on the
 AG7527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7527.degrees latitude (g = 980.6199 gals.).
 AG7527
 AG7527.The modeled gravity was interpolated from observed gravity values.
 AG7527
 AG7527;                    North         East    Units  Estimated Accuracy
 AG7527;SPC FL W     -   377,843.      153,940.      MT  (+/- 10 meters HH2 GPS)
 AG7527
 AG7527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5539269620(NAD 83)
 AG7527
 AG7527                          SUPERSEDED SURVEY CONTROL
 AG7527
 AG7527  NAVD 88 (06/15/91)    2.017  (m)            6.62   (f) SUPERSEDED  2 1
 AG7527
 AG7527.Superseded values are not recommended for survey control.
 AG7527
 AG7527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7527.See file dsdata.pdf to determine how the superseded data were derived.
 AG7527
 AG7527_MARKER: DB = BENCH MARK DISK
 AG7527_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7527_SP_SET: SLAB
 AG7527_STAMPING: 6492 B 1977
 AG7527_MARK LOGO: NOS
 AG7527_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7527_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7527+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 AG7527
 AG7527  HISTORY     - Date     Condition        Report By
 AG7527  HISTORY     - 1977     MONUMENTED       NOS
 AG7527  HISTORY     - 1982     GOOD             FLDNR
 AG7527  HISTORY     - 19910326 GOOD             USPSQD
 AG7527  HISTORY     - 20070818 GOOD             FLDEP
 AG7527  HISTORY     - 20080418 GOOD             FL-057
 AG7527
 AG7527                          STATION DESCRIPTION
 AG7527
 AG7527'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7527'3.55 MI NW FROM RUSKIN.
 AG7527'BEGIN AT THE RUSKIN POST OFFICE, GO 0.9 MILE NORTH ON U.S. HIGHWAY
 AG7527'41 TO THE INTERSECTION OF 19TH AVENUE, GO 2.3 MILES WEST ON 19TH
 AG7527'AVENUE TO THE ENTRANCE TO E.G. SIMMONS COUNTY PARK, GO 0.15 MILE
 AG7527'NORTHWEST ALONG PARK ROAD TO A DRIVE TO A PICNIC AREA, GO O.2 MILE
 AG7527'NORTHEAST ON THE DRIVE TO THE MARK.
 AG7527'THE MARK IS SET IN THE CONCRETE SLAB FOR THE SOUTHERNMOST PICNIC
 AG7527'SHELTER, 2.3 FEET SOUTHEAST OF THE NORTHWEST EDGE OF THE SLAB, 3.7
 AG7527'FEET NORTHEAST OF THE SOUTHWEST EDGE, AND 23.4 FEET NORTHEAST OF
 AG7527'THE CENTERLINE OF A DIRT TRACK ROAD.
 AG7527
 AG7527                          STATION RECOVERY (1991)
 AG7527
 AG7527'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7527'RECOVERED IN GOOD CONDITION.
 AG7527
 AG7527                          STATION RECOVERY (2007)
 AG7527
 AG7527'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7527'THE MARK IS ABOUT 3.0 MI (2.9 KM) SOUTH OF APOLLO BEACH, 2.5 MI (4.8
 AG7527'KM) NORTHWEST OF RUSKIN, IN SECTION 35, TOWNSHIP 31 SOUTH, RANGE 18
 AG7527'EAST.
 AG7527'
 AG7527'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 AG7527'HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S. HIGHWAY 41
 AG7527'FOR 1.6 MI (4.9 KM) TO THE INTERSECTION OF 19TH AVENUE, TURN LEFT ON
 AG7527'19TH AVENUE AND GO WEST FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF E.G.
 AG7527'SIMMONS PARKWAY ON THE RIGHT, TURN RIGHT ON E.G. SIMMONS PARKWAY AND
 AG7527'GO NORTHWESTERLY FOR 0.3 MI (0.5 KM) TO THE ENTRANCE TO E.G. SIMMONS
 AG7527'PARK, CONTINUE NORTHWESTERLY ON E.G. SIMMONS PARKWAY FOR 0.15 MI (0.2
 AG7527'KM) TO A PAVED ROAD ON THE RIGHT, LEADING TO THE PARK PICNIC AREA,
 AG7527'TURN RIGHT ON THE PAVED ROAD AND CONTINUE NORTHWESTERLY FOR 0.2 MI
 AG7527'(0.4 KM) TO THE SOUTH END OF A PARKING LOT AND THE MARK ON THE RIGHT,
 AG7527'SET FLUSH IN THE CONCRETE SLAB OF THE PICNIC SHELTER AND ABOUT 0.7
 AG7527'ABOVE THE LEVEL OF THE PARK ROAD.
 AG7527'
 AG7527'LOCATED 23.4 FT (7.1 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF A
 AG7527'DIRT ROAD, 3.7 FT (1.1 M) NORTHEAST OF THE SOUTHWEST EDGE OF THE SLAB
 AG7527'AND 2.3 FT (0.7 M) SOUTHWEST OF THE NORTHWEST EDGE OF THE SLAB.
 AG7527
 AG7527                          STATION RECOVERY (2008)
 AG7527
 AG7527'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2008 (JG)
 AG7527'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7528 ***********************************************************************
 AG7528  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7528  DESIGNATION -  872 6492 C TIDAL
 AG7528  PID         -  AG7528
 AG7528  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7528  COUNTRY     -  US
 AG7528  USGS QUAD   -  RUSKIN (2018)
 AG7528
 AG7528                         *CURRENT SURVEY CONTROL
 AG7528  ______________________________________________________________________
 AG7528* NAD 83(1986) POSITION- 27 44 36.     (N) 082 28 04.     (W)   SCALED
 AG7528* NAVD 88 ORTHO HEIGHT -     1.829 (meters)        6.00  (feet) ADJUSTED
 AG7528  ______________________________________________________________________
 AG7528  GEOID HEIGHT    -        -24.779 (meters)                     GEOID18
 AG7528  DYNAMIC HEIGHT  -          1.826 (meters)        5.99  (feet) COMP
 AG7528  MODELED GRAVITY -    979,163.9   (mgal)                       NAVD 88
 AG7528
 AG7528  VERT ORDER      -  FIRST     CLASS II
 AG7528
 AG7528.The horizontal coordinates were scaled from a map and have
 AG7528.an estimated accuracy of +/- 6 seconds.
 AG7528
 AG7528.The orthometric height was determined by differential leveling and
 AG7528.adjusted by the NATIONAL GEODETIC SURVEY
 AG7528.in June 1991.
 AG7528
 AG7528.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7528.GEOID18 height accuracy estimate available here.
 AG7528
 AG7528.This Tidal Bench Mark is designated as VM 6536
 AG7528.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7528
 AG7528.Click photographs - Photos may exist for this station.
 AG7528
 AG7528.The dynamic height is computed by dividing the NAVD 88
 AG7528.geopotential number by the normal gravity value computed on the
 AG7528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7528.degrees latitude (g = 980.6199 gals.).
 AG7528
 AG7528.The modeled gravity was interpolated from observed gravity values.
 AG7528
 AG7528;                    North         East    Units  Estimated Accuracy
 AG7528;SPC FL W     -   377,860.      153,880.      MT  (+/- 180 meters Scaled)
 AG7528
 AG7528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL553696(NAD 83)
 AG7528
 AG7528                          SUPERSEDED SURVEY CONTROL
 AG7528
 AG7528.No superseded survey control is available for this station.
 AG7528
 AG7528_MARKER: DB = BENCH MARK DISK
 AG7528_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7528_STAMPING: 6492 C 1977
 AG7528_MARK LOGO: NOS
 AG7528_PROJECTION: FLUSH
 AG7528_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7528+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2007
 AG7528_ROD/PIPE-DEPTH: 14.6 meters
 AG7528
 AG7528  HISTORY     - Date     Condition        Report By
 AG7528  HISTORY     - 1977     MONUMENTED       NOS
 AG7528  HISTORY     - 1982     GOOD             FLDNR
 AG7528  HISTORY     - 19910326 GOOD             USPSQD
 AG7528  HISTORY     - 20050306 MARK NOT FOUND   USPSQD
 AG7528  HISTORY     - 20070831 GOOD             FLDEP
 AG7528
 AG7528                          STATION DESCRIPTION
 AG7528
 AG7528'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7528'3.55 MI NW FROM RUSKIN.
 AG7528'BEGIN AT THE RUSKIN POST OFFICE, GO 0.9 MILE NORTH ON U.S. HIGHWAY
 AG7528'41 TO THE INTERSECTION OF 19TH AVENUE, GO 2.3 MILES WEST ON 19TH
 AG7528'AVENUE TO THE ENTRANCE TO E.G. SIMMONS COUNTY PARK, GO 0.15 MILE
 AG7528'NORTHWEST ALONG PARK ROAD TO A DRIVE TO A PICNIC AREA, GO O.2 MILE
 AG7528'NORTHEAST ON THE DRIVE TO THE MARK.
 AG7528'THE MARK BEARS 2.2 FEET NORTH OF THE NORTH CORNER OF THE PAVED
 AG7528'PARKING LOT, 28 FEET NORTHEAST OF THE CENTERLINE OF THE PAVED DRIVE,
 AG7528'AND 50 FEET SOUTHEAST OF A BUSH PALM.
 AG7528
 AG7528                          STATION RECOVERY (1991)
 AG7528
 AG7528'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7528'RECOVERED IN GOOD CONDITION.
 AG7528
 AG7528                          STATION RECOVERY (2005)
 AG7528
 AG7528'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7528'MARK SEARCHED FOR BUT NOT FOUND.  FOLLOW THE 1982 DIRECTIONS TO THE
 AG7528'PARK. HOWEVER, AFTER GOING 0.15 MILE NORTHWEST ALONG THE PARK ROAD TO
 AG7528'A DRIVE TO A PICNIC AREA, BEAR RIGHT AT THE FORK IN THE ROAD AND GO
 AG7528'0.25 MILE NORTHEAST TO AN OLD PAVED PARKING LOT. THE SPECIFIC SITE
 AG7528'COULD NOT BE DETERMINED WITHOUT A COMPASS.
 AG7528
 AG7528                          STATION RECOVERY (2007)
 AG7528
 AG7528'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7528'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7529 ***********************************************************************
 AG7529  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7529  DESIGNATION -  872 6492 E TIDAL
 AG7529  PID         -  AG7529
 AG7529  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7529  COUNTRY     -  US
 AG7529  USGS QUAD   -  RUSKIN (2018)
 AG7529
 AG7529                         *CURRENT SURVEY CONTROL
 AG7529  ______________________________________________________________________
 AG7529* NAD 83(1986) POSITION- 27 44 36.     (N) 082 28 04.     (W)   SCALED
 AG7529* NAVD 88 ORTHO HEIGHT -     1.699 (meters)        5.57  (feet) ADJUSTED
 AG7529  ______________________________________________________________________
 AG7529  GEOID HEIGHT    -        -24.779 (meters)                     GEOID18
 AG7529  DYNAMIC HEIGHT  -          1.696 (meters)        5.56  (feet) COMP
 AG7529  MODELED GRAVITY -    979,163.9   (mgal)                       NAVD 88
 AG7529
 AG7529  VERT ORDER      -  FIRST     CLASS II
 AG7529
 AG7529.The horizontal coordinates were scaled from a map and have
 AG7529.an estimated accuracy of +/- 6 seconds.
 AG7529
 AG7529.The orthometric height was determined by differential leveling and
 AG7529.adjusted by the NATIONAL GEODETIC SURVEY
 AG7529.in June 1991.
 AG7529
 AG7529.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7529.GEOID18 height accuracy estimate available here.
 AG7529
 AG7529.This Tidal Bench Mark is designated as VM 6537
 AG7529.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7529
 AG7529.Click photographs - Photos may exist for this station.
 AG7529
 AG7529.The dynamic height is computed by dividing the NAVD 88
 AG7529.geopotential number by the normal gravity value computed on the
 AG7529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7529.degrees latitude (g = 980.6199 gals.).
 AG7529
 AG7529.The modeled gravity was interpolated from observed gravity values.
 AG7529
 AG7529;                    North         East    Units  Estimated Accuracy
 AG7529;SPC FL W     -   377,860.      153,880.      MT  (+/- 180 meters Scaled)
 AG7529
 AG7529_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL553696(NAD 83)
 AG7529
 AG7529                          SUPERSEDED SURVEY CONTROL
 AG7529
 AG7529.No superseded survey control is available for this station.
 AG7529
 AG7529_MARKER: DB = BENCH MARK DISK
 AG7529_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7529_STAMPING: 6492 E 1977
 AG7529_MARK LOGO: NOS
 AG7529_PROJECTION: FLUSH
 AG7529_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG7529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7529_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7529+SATELLITE: SATELLITE OBSERVATIONS - August 18, 2007
 AG7529_ROD/PIPE-DEPTH: 14.6 meters
 AG7529
 AG7529  HISTORY     - Date     Condition        Report By
 AG7529  HISTORY     - 1977     MONUMENTED       NOS
 AG7529  HISTORY     - 1982     GOOD             FLDNR
 AG7529  HISTORY     - 19910326 GOOD             USPSQD
 AG7529  HISTORY     - 20050306 GOOD             USPSQD
 AG7529  HISTORY     - 20070818 GOOD             FLDEP
 AG7529
 AG7529                          STATION DESCRIPTION
 AG7529
 AG7529'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7529'3.55 MI NW FROM RUSKIN.
 AG7529'BEGIN AT THE RUSKIN POST OFFICE, GO 0.9 MILE NORTH ON U.S. HIGHWAY
 AG7529'41 TO THE INTERSECTION OF 19TH AVENUE, GO 2.3 MILES WEST ON 19TH
 AG7529'AVENUE TO THE ENTRANCE TO E.G. SIMMONS COUNTY PARK, GO 0.15 MILE
 AG7529'NORTHWEST ALONG PARK ROAD TO A DRIVE TO A PICNIC AREA, GO O.2 MILE
 AG7529'NORTHEAST ON THE DRIVE TO THE MARK.
 AG7529'THE MARK IS ABOUT 280 FEET SOUTHEAST OF THE NORTHERNMOST PICNIC
 AG7529'SHELTER, 30 FEET NORTHEAST OF THE CENTERLINE OF A DIRT TRACK ROAD,
 AG7529'37 FEET WEST OF APPROXIMATE WATER LINE, 2.3 FEET NORTHEAST OF A
 AG7529'PALM TREE, AND 16 FEET SOUTH OF ANOTHER PALM.
 AG7529
 AG7529                          STATION RECOVERY (1991)
 AG7529
 AG7529'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7529'RECOVERED IN GOOD CONDITION.
 AG7529
 AG7529                          STATION RECOVERY (2005)
 AG7529
 AG7529'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7529'MARK FOUND GOOD. FOLLOW THE 1982 DIRECTIONS TO THE PARK. HOWEVER,
 AG7529'AFTER GOING 0.15 MILE NORTHWEST ALONG THE PARK ROAD TO A DRIVE TO A
 AG7529'PICNIC AREA, BEAR RIGHT AT THE FORK IN THE ROAD AND GO 0.3 MILE
 AG7529'NORTHEAST TO THE NORTHERNMOST PICNIC SHELTER.
 AG7529
 AG7529                          STATION RECOVERY (2007)
 AG7529
 AG7529'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7529'THE MARK IS ABOUT 3.0 MI (2.9 KM) SOUTH OF APOLLO BEACH, 2.5 MI (4.8
 AG7529'KM) NORTHWEST OF RUSKIN, IN SECTION 35, TOWNSHIP 31 SOUTH, RANGE 18
 AG7529'EAST.
 AG7529'
 AG7529'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 AG7529'HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S. HIGHWAY 41
 AG7529'FOR 1.6 MI (4.9 KM) TO THE INTERSECTION OF 19TH AVENUE, TURN LEFT ON
 AG7529'19TH AVENUE AND GO WEST FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF E.G.
 AG7529'SIMMONS PARKWAY ON THE RIGHT, TURN RIGHT ON E.G.  SIMMONS PARKWAY AND
 AG7529'GO NORTHWESTERLY FOR 0.3 MI (0.5 KM) TO THE ENTRANCE TO E.G. SIMMONS
 AG7529'PARK, CONTINUE NORTHWESTERLY ON E.G. SIMMONS PARKWAY FOR 0.15 MI (0.2
 AG7529'KM) TO A PAVED ROAD ON THE RIGHT, LEADING TO THE PARK PICNIC AREA,
 AG7529'TURN RIGHT ON THE PAVED ROAD AND CONTINUE NORTHWESTERLY FOR 0.25 MI
 AG7529'(0.4 KM) TO THE SOUTH END OF A PARKING LOT AND THE MARK ON THE RIGHT,
 AG7529'SET FLUSH WITH THE GROUND.
 AG7529'
 AG7529'LOCATED ABOUT 280.0 FT (85.3 M) SOUTHEAST OF THE NORTHERN MOST PICNIC
 AG7529'SHELTER, 72.0 FT (21.9 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 AG7529'TURN A ROUND, 25.0 FT (7.6 M) NORTHEAST OF THE APPROXIMATE CENTERLINE
 AG7529'OF A DIRT TRACK ROAD, 16.5 FT (5.0 M) SOUTH OF A 15-INCH (38 CM) PALM
 AG7529'TREE AND 2.5 FT (0.9 M) NORTHEAST OF A 12-INCH (30 CM) PALM TREE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7530 ***********************************************************************
 AG7530  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7530  DESIGNATION -  872 6492 F TIDAL
 AG7530  PID         -  AG7530
 AG7530  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7530  COUNTRY     -  US
 AG7530  USGS QUAD   -  RUSKIN (2018)
 AG7530
 AG7530                         *CURRENT SURVEY CONTROL
 AG7530  ______________________________________________________________________
 AG7530* NAD 83(1986) POSITION- 27 44 39.6    (N) 082 28 08.9    (W)   HD_HELD2
 AG7530* NAVD 88 ORTHO HEIGHT -     2.075 (meters)        6.81  (feet) ADJUSTED
 AG7530  ______________________________________________________________________
 AG7530  GEOID HEIGHT    -        -24.777 (meters)                     GEOID18
 AG7530  DYNAMIC HEIGHT  -          2.072 (meters)        6.80  (feet) COMP
 AG7530  MODELED GRAVITY -    979,163.9   (mgal)                       NAVD 88
 AG7530
 AG7530  VERT ORDER      -  FIRST     CLASS II
 AG7530
 AG7530.The horizontal coordinates were established by autonomous hand held GPS
 AG7530.observations and have an estimated accuracy of +/- 10 meters.
 AG7530
 AG7530.The orthometric height was determined by differential leveling and
 AG7530.adjusted by the NATIONAL GEODETIC SURVEY
 AG7530.in July 2009.
 AG7530
 AG7530.No vertical observational check was made to the station.
 AG7530
 AG7530.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7530.GEOID18 height accuracy estimate available here.
 AG7530
 AG7530.This Tidal Bench Mark is designated as VM 6538
 AG7530.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7530
 AG7530.Click photographs - Photos may exist for this station.
 AG7530
 AG7530.The dynamic height is computed by dividing the NAVD 88
 AG7530.geopotential number by the normal gravity value computed on the
 AG7530.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7530.degrees latitude (g = 980.6199 gals.).
 AG7530
 AG7530.The modeled gravity was interpolated from observed gravity values.
 AG7530
 AG7530;                    North         East    Units  Estimated Accuracy
 AG7530;SPC FL W     -   377,966.      153,749.      MT  (+/- 10 meters HH2 GPS)
 AG7530
 AG7530_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5520269745(NAD 83)
 AG7530
 AG7530                          SUPERSEDED SURVEY CONTROL
 AG7530
 AG7530  NAVD 88 (06/15/91)    2.090  (m)            6.86   (f) SUPERSEDED  2 1
 AG7530
 AG7530.Superseded values are not recommended for survey control.
 AG7530
 AG7530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7530.See file dsdata.pdf to determine how the superseded data were derived.
 AG7530
 AG7530_MARKER: DB = BENCH MARK DISK
 AG7530_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7530_SP_SET: SLAB
 AG7530_STAMPING: 6492 F 1977
 AG7530_MARK LOGO: NOS
 AG7530_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7530_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7530+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 AG7530
 AG7530  HISTORY     - Date     Condition        Report By
 AG7530  HISTORY     - 1977     MONUMENTED       NOS
 AG7530  HISTORY     - 1982     GOOD             FLDNR
 AG7530  HISTORY     - 19910326 GOOD             USPSQD
 AG7530  HISTORY     - 20050306 GOOD             USPSQD
 AG7530  HISTORY     - 20070818 GOOD             FLDEP
 AG7530  HISTORY     - 20080418 GOOD             FL-057
 AG7530
 AG7530                          STATION DESCRIPTION
 AG7530
 AG7530'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7530'3.55 MI NW FROM RUSKIN.
 AG7530'BEGIN AT THE RUSKIN POST OFFICE, GO 0.9 MILE NORTH ON U.S. HIGHWAY
 AG7530'41 TO THE INTERSECTION OF 19TH AVENUE, GO 2.3 MILES WEST ON 19TH
 AG7530'AVENUE TO THE ENTRANCE TO E.G. SIMMONS COUNTY PARK, GO 0.15 MILE
 AG7530'NORTHWEST ALONG PARK ROAD TO A DRIVE TO A PICNIC AREA, GO O.2 MILE
 AG7530'NORTHEAST ON THE DRIVE TO THE MARK.
 AG7530'THE MARK IS SET IN THE CONCRETE SLAB OF THE NORTHERNMOST PICNIC
 AG7530'SHELTER, 1.1 FEET WEST OF THE EAST EDGE OF THE SLAB, 1.9 FEET
 AG7530'SOUTH OF THE NORTH EDGE, AND 28 FEET NORTHWEST OF THE CENTERLINE
 AG7530'OF A DIRT TRACK ROAD.
 AG7530'THE MARK IS 1 FT ABOVE GROUND.
 AG7530
 AG7530                          STATION RECOVERY (1991)
 AG7530
 AG7530'RECOVERY NOTE BY US POWER SQUADRON 1991 (RF)
 AG7530'RECOVERED IN GOOD CONDITION.
 AG7530
 AG7530                          STATION RECOVERY (2005)
 AG7530
 AG7530'RECOVERY NOTE BY US POWER SQUADRON 2005 (AMM)
 AG7530'MARK FOUND GOOD. FOLLOW THE 1982 DIRECTIONS TO THE PARK. HOWEVER,
 AG7530'AFTER GOING 0.15 MILE NORTHWEST ALONG THE PARK ROAD TO A DRIVE TO A
 AG7530'PICNIC AREA, BEAR RIGHT AT THE FORK IN THE ROAD AND GO 0.3 MILE
 AG7530'NORTHEAST TO THE NORTHERNMOST PICNIC SHELTER.
 AG7530
 AG7530                          STATION RECOVERY (2007)
 AG7530
 AG7530'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7530'THE MARK IS ABOUT 3.0 MI (2.9 KM) SOUTH OF APOLLO BEACH, 2.5 MI (4.8
 AG7530'KM) NORTHWEST OF RUSKIN, IN SECTION 35, TOWNSHIP 31 SOUTH, RANGE 18
 AG7530'EAST.
 AG7530'
 AG7530'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 AG7530'HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S. HIGHWAY 41
 AG7530'FOR 1.6 MI (4.9 KM) TO THE INTERSECTION OF 19TH AVENUE, TURN LEFT ON
 AG7530'19TH AVENUE AND GO WEST FOR 2.05 MI (3.4 KM) TO THE JUNCTION OF E.G.
 AG7530'SIMMONS PARKWAY ON THE RIGHT, TURN RIGHT ON E.G. SIMMONS PARKWAY AND
 AG7530'GO NORTHWESTERLY FOR 0.3 MI (0.5 KM) TO THE ENTRANCE TO E.G. SIMMONS
 AG7530'PARK, CONTINUE NORTHWESTERLY ON E.G. SIMMONS PARKWAY FOR 0.15 MI (0.2
 AG7530'KM) TO A PAVED ROAD ON THE RIGHT, LEADING TO THE PARK PICNIC AREA,
 AG7530'TURN RIGHT ON THE PAVED ROAD AND CONTINUE NORTHWESTERLY FOR 0.25 MI
 AG7530'(0.4 KM) TO THE END OF THE ROAD, NOW BY WALKING GO NORTH FOR ABOUT
 AG7530'195.0 FT (59.4 M) TO THE NORTHERN MOST PICNIC SHELTER AND THE MARK,
 AG7530'SET FLUSH IN THE CONCRETE SLAB NEAR THE NORTHEAST END OF THE PICNIC
 AG7530'SHELTER AND ABOUT 0.7 FT (0.2 M) ABOVE THE LEVEL OF THE DIRT TRACK
 AG7530'ROAD.
 AG7530'
 AG7530'LOCATED ABOUT 261.0 FT (79.6 M) NORTHWEST OF A NOS TIDAL MARK STAMPED
 AG7530'6492 E 1977, 195.0 FT (59.4 M) NORTH OF THE NORTH END OF THE
 AG7530'TURN-A-ROUND, 28.0 FT (7.6 M) NORTHWEST OF THE APPROXIMATE CENTERLINE
 AG7530'OF A DIRT TRACK ROAD AND 2.0 FT (0.9 M) SOUTHWEST OF THE NORTHEAST
 AG7530'CORNER OF THE PICNIC SHELTER.
 AG7530
 AG7530                          STATION RECOVERY (2008)
 AG7530
 AG7530'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2008 (JG)
 AG7530'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1876 ***********************************************************************
 DL1876  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1876  DESIGNATION -  872 6492 G
 DL1876  PID         -  DL1876
 DL1876  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1876  COUNTRY     -  US
 DL1876  USGS QUAD   -  RUSKIN (2018)
 DL1876
 DL1876                         *CURRENT SURVEY CONTROL
 DL1876  ______________________________________________________________________
 DL1876* NAD 83(1986) POSITION- 27 44 33.5    (N) 082 28 00.6    (W)   HD_HELD2
 DL1876* NAVD 88 ORTHO HEIGHT -     2.266 (meters)        7.43  (feet) ADJUSTED
 DL1876  ______________________________________________________________________
 DL1876  GEOID HEIGHT    -        -24.779 (meters)                     GEOID18
 DL1876  DYNAMIC HEIGHT  -          2.262 (meters)        7.42  (feet) COMP
 DL1876  MODELED GRAVITY -    979,163.7   (mgal)                       NAVD 88
 DL1876
 DL1876  VERT ORDER      -  FIRST     CLASS II
 DL1876
 DL1876.The horizontal coordinates were established by autonomous hand held GPS
 DL1876.observations and have an estimated accuracy of +/- 10 meters.
 DL1876
 DL1876.The orthometric height was determined by differential leveling and
 DL1876.adjusted by the NATIONAL GEODETIC SURVEY
 DL1876.in July 2009.
 DL1876
 DL1876.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1876.GEOID18 height accuracy estimate available here.
 DL1876
 DL1876.This Tidal Bench Mark is designated as VM 19656
 DL1876.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1876
 DL1876.Click photographs - Photos may exist for this station.
 DL1876
 DL1876.The dynamic height is computed by dividing the NAVD 88
 DL1876.geopotential number by the normal gravity value computed on the
 DL1876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1876.degrees latitude (g = 980.6199 gals.).
 DL1876
 DL1876.The modeled gravity was interpolated from observed gravity values.
 DL1876
 DL1876;                    North         East    Units  Estimated Accuracy
 DL1876;SPC FL W     -   377,778.      153,975.      MT  (+/- 10 meters HH2 GPS)
 DL1876
 DL1876_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5542769555(NAD 83)
 DL1876
 DL1876                          SUPERSEDED SURVEY CONTROL
 DL1876
 DL1876.No superseded survey control is available for this station.
 DL1876
 DL1876_MARKER: DD = SURVEY DISK
 DL1876_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL1876_SP_SET: SHELTER SLAB
 DL1876_STAMPING: 6492 G 2007
 DL1876_MARK LOGO: FLDEP
 DL1876_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1876_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1876+SATELLITE: SATELLITE OBSERVATIONS - October 19, 2009
 DL1876
 DL1876  HISTORY     - Date     Condition        Report By
 DL1876  HISTORY     - 20070818 MONUMENTED       FLDEP
 DL1876  HISTORY     - 20091019 GOOD             FLDEP
 DL1876
 DL1876                          STATION DESCRIPTION
 DL1876
 DL1876'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1876'THE MARK IS ABOUT 3.0 MI (2.9 KM) SOUTH OF APOLLO BEACH, 2.5 MI (4.8
 DL1876'KM) NORTHWEST OF RUSKIN, IN SECTION 35, TOWNSHIP 31 SOUTH, RANGE 18
 DL1876'EAST.
 DL1876'
 DL1876'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 DL1876'HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S. HIGHWAY 41
 DL1876'FOR 1.6 MI (4.9 KM) TO THE INTERSECTION OF 19TH AVENUE, TURN LEFT ON
 DL1876'19TH AVENUE AND GO WEST FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF E.G.
 DL1876'SIMMONS PARKWAY ON THE RIGHT, TURN RIGHT ON E.G.  SIMMONS PARKWAY AND
 DL1876'GO NORTHWESTERLY FOR 0.3 MI (0.5 KM) TO THE ENTRANCE TO E.G. SIMMONS
 DL1876'PARK, CONTINUE NORTHWESTERLY ON E.G. SIMMONS PARKWAY FOR 0.15 MI (0.2
 DL1876'KM) TO A PAVED ROAD ON THE RIGHT, LEADING TO THE PARK PICNIC AREA,
 DL1876'TURN RIGHT ON THE PAVED ROAD AND CONTINUE NORTHWESTERLY FOR 0.2 MI
 DL1876'(0.4 KM) TO THE SOUTH END OF A PARKING LOT AND THE MARK ON THE RIGHT,
 DL1876'SET FLUSH IN THE CONCRETE SLAB OF THE SOUTHERN MOST PICNIC SHELTER AND
 DL1876'ABOUT 0.7 ABOVE THE LEVEL OF THE PARK ROAD.
 DL1876'
 DL1876'LOCATED 89.7 FT (27.3 M) NORTHEAST OF THE APPROXIMATE CENTERLINE OF
 DL1876'THE SERVICE ROAD, 34.8 FT (10.6 M) EAST OF THE NORTHWEST CORNER OF THE
 DL1876'PICNIC SHELTER, 22.5 FT (6.9 M) SOUTHWEST OF THE APPROXIMATE
 DL1876'CENTERLINE OF A DIRT ROAD AND 2.5 FT (0.8 M) WEST OF THE SOUTHEAST
 DL1876'CORNER OF THE PICNIC SHELTER.
 DL1876
 DL1876                          STATION RECOVERY (2009)
 DL1876
 DL1876'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 DL1876'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6408 ***********************************************************************
 AG6408  DESIGNATION -  872 6494 TIDAL 1
 AG6408  PID         -  AG6408
 AG6408  STATE/COUNTY-  FL/PINELLAS
 AG6408  COUNTRY     -  US
 AG6408  USGS QUAD   -  PASS-A-GRILLE BEACH (2018)
 AG6408
 AG6408                         *CURRENT SURVEY CONTROL
 AG6408  ______________________________________________________________________
 AG6408* NAD 83(1986) POSITION- 27 44 43.     (N) 082 44 47.     (W)   SCALED
 AG6408* NAVD 88 ORTHO HEIGHT -     1.028 (meters)        3.37  (feet) ADJUSTED
 AG6408  ______________________________________________________________________
 AG6408  GEOID HEIGHT    -        -24.356 (meters)                     GEOID18
 AG6408  DYNAMIC HEIGHT  -          1.026 (meters)        3.37  (feet) COMP
 AG6408  MODELED GRAVITY -    979,174.5   (mgal)                       NAVD 88
 AG6408
 AG6408  VERT ORDER      -  SECOND    CLASS II
 AG6408
 AG6408.The horizontal coordinates were scaled from a map and have
 AG6408.an estimated accuracy of +/- 6 seconds.
 AG6408
 AG6408.The orthometric height was determined by differential leveling and
 AG6408.adjusted by the NATIONAL GEODETIC SURVEY
 AG6408.in June 1991.
 AG6408
 AG6408.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6408.GEOID18 height accuracy estimate available here.
 AG6408
 AG6408.Click photographs - Photos may exist for this station.
 AG6408
 AG6408.The dynamic height is computed by dividing the NAVD 88
 AG6408.geopotential number by the normal gravity value computed on the
 AG6408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6408.degrees latitude (g = 980.6199 gals.).
 AG6408
 AG6408.The modeled gravity was interpolated from observed gravity values.
 AG6408
 AG6408;                    North         East    Units  Estimated Accuracy
 AG6408;SPC FL W     -   378,210.      126,420.      MT  (+/- 180 meters Scaled)
 AG6408
 AG6408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL278702(NAD 83)
 AG6408
 AG6408                          SUPERSEDED SURVEY CONTROL
 AG6408
 AG6408  NGVD 29 (??/??/92)    1.305  (m)            4.28   (f) ADJ UNCH    2 2
 AG6408
 AG6408.Superseded values are not recommended for survey control.
 AG6408
 AG6408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6408.See file dsdata.pdf to determine how the superseded data were derived.
 AG6408
 AG6408_MARKER: DB = BENCH MARK DISK
 AG6408_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG6408_SP_SET: SEAWALL
 AG6408_STAMPING: NO 1 1952
 AG6408_MARK LOGO: CGS
 AG6408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6408+STABILITY: SURFACE MOTION
 AG6408
 AG6408  HISTORY     - Date     Condition        Report By
 AG6408  HISTORY     - 1952     MONUMENTED       CGS
 AG6408  HISTORY     - 20020321 GOOD             USPSQD
 AG6408
 AG6408                          STATION DESCRIPTION
 AG6408
 AG6408'DESCRIBED BY US POWER SQUADRON 2002 (RLS)
 AG6408'LOCATED AT THE MOST SOUTHWESTERLY BRIDGE OF THE COREY
 AG6408'CAUSEWAY AT THE NORTHEAST EDGE OF ST. PETERSBURG BEACH.
 AG6408'
 AG6408'TO REACH THE STATION FROM THE JUNCTION OF U.S.HIGHWAY
 AG6408'19 AND CENTRAL AVE IN ST. PETERSBURG, GO WEST ON CENTRAL
 AG6408'FOR 3.1 MILES TO PASADENA AVE.  TURN LEFT AND GO
 AG6408'SOUTHWESTWARDLY ON PASADENA AVE SOUTH FOR 1.7 MILES TO
 AG6408'THE COREY CAUSEWAY TO ST PETERSBURG BEACH.  CONTINUE
 AG6408'SOUTHWESTWARDLY FOR 0.3 MILES TO THE MOST
 AG6408'SOUTHWESTERLY BRIDGE AND THE STATION ON THE RIGHT NEAR
 AG6408'THE SOUTHWEST CORNER OF THE BRIDGE AS DESCRIBED.
 AG6408'
 AG6408'THE MARK IS A CGS BENCHMARK STAMPED--NO 1 1952--, SET
 AG6408'IN THE TOP OF SEAWALL, 41.2 FEET WEST NORTHWEST OF THE
 AG6408'SOUTHWEST CORNER OF THE CONCRETE BRIDGE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5448 ***********************************************************************
 AG5448  DESIGNATION -  872 6494 TIDAL 1
 AG5448  PID         -  AG5448
 AG5448  STATE/COUNTY-  FL/PINELLAS
 AG5448  COUNTRY     -  US
 AG5448  USGS QUAD   -  SEMINOLE (2018)
 AG5448
 AG5448                         *CURRENT SURVEY CONTROL
 AG5448  ______________________________________________________________________
 AG5448* NAD 83(1986) POSITION- 27 45 06.     (N) 082 45 16.     (W)   SCALED
 AG5448* NAVD 88 ORTHO HEIGHT -     1.278 (meters)        4.19  (feet) ADJUSTED
 AG5448  ______________________________________________________________________
 AG5448  GEOID HEIGHT    -        -24.350 (meters)                     GEOID18
 AG5448  DYNAMIC HEIGHT  -          1.276 (meters)        4.19  (feet) COMP
 AG5448  MODELED GRAVITY -    979,174.9   (mgal)                       NAVD 88
 AG5448
 AG5448  VERT ORDER      -  SECOND    CLASS 0
 AG5448
 AG5448.The horizontal coordinates were scaled from a map and have
 AG5448.an estimated accuracy of +/- 6 seconds.
 AG5448
 AG5448.The orthometric height was determined by differential leveling and
 AG5448.adjusted by the NATIONAL GEODETIC SURVEY
 AG5448.in June 1991.
 AG5448
 AG5448.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5448.GEOID18 height accuracy estimate available here.
 AG5448
 AG5448.Click photographs - Photos may exist for this station.
 AG5448
 AG5448.The dynamic height is computed by dividing the NAVD 88
 AG5448.geopotential number by the normal gravity value computed on the
 AG5448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5448.degrees latitude (g = 980.6199 gals.).
 AG5448
 AG5448.The modeled gravity was interpolated from observed gravity values.
 AG5448
 AG5448;                    North         East    Units  Estimated Accuracy
 AG5448;SPC FL W     -   378,920.      125,630.      MT  (+/- 180 meters Scaled)
 AG5448
 AG5448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL270709(NAD 83)
 AG5448
 AG5448                          SUPERSEDED SURVEY CONTROL
 AG5448
 AG5448  NGVD 29 (??/??/92)    1.556  (m)            5.11   (f) ADJ UNCH    2 0
 AG5448
 AG5448.Superseded values are not recommended for survey control.
 AG5448
 AG5448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5448.See file dsdata.pdf to determine how the superseded data were derived.
 AG5448
 AG5448_MARKER: DB = BENCH MARK DISK
 AG5448_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5448_SP_SET: FOUNDATION
 AG5448_STAMPING: NO 1
 AG5448_MARK LOGO: CGS
 AG5448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5448
 AG5448  HISTORY     - Date     Condition        Report By
 AG5448  HISTORY     - UNK      MONUMENTED       CGS
 AG5448  HISTORY     - 1958     GOOD             CGS
 AG5448  HISTORY     - 1975     GOOD             NGS
 AG5448  HISTORY     - 19910328 MARK NOT FOUND   USPSQD
 AG5448  HISTORY     - 20070205 MARK NOT FOUND   USPSQD
 AG5448
 AG5448                          STATION DESCRIPTION
 AG5448
 AG5448'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AG5448'5.4 MI S FROM JOHNS PASS.
 AG5448'5.4 MILES SOUTH ALONG GULF BOULEVARD AND BLIND PASS ROAD FROM THE
 AG5448'SOUTH END OF THE BRIDGE AT JOHNS PASS, 75 YARDS NORTHEAST OF THE
 AG5448'NORTHEAST CORNER OF THE GULF BEACHES SCHOOL, 53 FT. EAST OF THE
 AG5448'JUNCTION OF THE CENTER LINES OF 87TH AVENUE AND BOCA CIEGA
 AG5448'DRIVE, 38 FT. NORTH OF POWER POLE, 7 FT. WEST OF THE SOUTHEAST
 AG5448'CORNER OF THE HARBOR LODGE APARTMENT BUILDING, 0.8 FT. SOUTH
 AG5448'OF THE SOUTH WALL OF THE BUILDING, 0.1 FT. ABOVE THE GROUND, SET
 AG5448'IN THE TOP OF THE CONCRETE FOUNDATION OF THE BUILDING.
 AG5448
 AG5448                          STATION RECOVERY (1975)
 AG5448
 AG5448'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AG5448'RECOVERED IN GOOD CONDITION.
 AG5448
 AG5448                          STATION RECOVERY (1991)
 AG5448
 AG5448'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD)
 AG5448'MARK NOT FOUND.
 AG5448
 AG5448                          STATION RECOVERY (2007)
 AG5448
 AG5448'RECOVERY NOTE BY US POWER SQUADRON 2007 (KNB)
 AG5448'A NEW BUILDING IS CURRENTLY BEING CONSTRUCTED REPLACING THE HARBOR
 AG5448'LODGE APARTMENT BUILDING. THERE IS NO WALL AT THE LOCATION DESCRIBED.
 AG5448'THE WHOLE AREA HAS BEEN EXCAVATED AND REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5447 ***********************************************************************
 AG5447  DESIGNATION -  872 6494 TIDAL 4
 AG5447  PID         -  AG5447
 AG5447  STATE/COUNTY-  FL/PINELLAS
 AG5447  COUNTRY     -  US
 AG5447  USGS QUAD   -  SEMINOLE (2018)
 AG5447
 AG5447                         *CURRENT SURVEY CONTROL
 AG5447  ______________________________________________________________________
 AG5447* NAD 83(1986) POSITION- 27 45 07.     (N) 082 45 17.     (W)   SCALED
 AG5447* NAVD 88 ORTHO HEIGHT -     1.338 (meters)        4.39  (feet) ADJUSTED
 AG5447  ______________________________________________________________________
 AG5447  GEOID HEIGHT    -        -24.350 (meters)                     GEOID18
 AG5447  DYNAMIC HEIGHT  -          1.336 (meters)        4.38  (feet) COMP
 AG5447  MODELED GRAVITY -    979,174.9   (mgal)                       NAVD 88
 AG5447
 AG5447  VERT ORDER      -  SECOND    CLASS 0
 AG5447
 AG5447.The horizontal coordinates were scaled from a map and have
 AG5447.an estimated accuracy of +/- 6 seconds.
 AG5447
 AG5447.The orthometric height was determined by differential leveling and
 AG5447.adjusted by the NATIONAL GEODETIC SURVEY
 AG5447.in June 1991.
 AG5447
 AG5447.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5447.GEOID18 height accuracy estimate available here.
 AG5447
 AG5447.Click photographs - Photos may exist for this station.
 AG5447
 AG5447.The dynamic height is computed by dividing the NAVD 88
 AG5447.geopotential number by the normal gravity value computed on the
 AG5447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5447.degrees latitude (g = 980.6199 gals.).
 AG5447
 AG5447.The modeled gravity was interpolated from observed gravity values.
 AG5447
 AG5447;                    North         East    Units  Estimated Accuracy
 AG5447;SPC FL W     -   378,950.      125,600.      MT  (+/- 180 meters Scaled)
 AG5447
 AG5447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL270709(NAD 83)
 AG5447
 AG5447                          SUPERSEDED SURVEY CONTROL
 AG5447
 AG5447  NGVD 29 (??/??/92)    1.616  (m)            5.30   (f) ADJ UNCH    2 0
 AG5447
 AG5447.Superseded values are not recommended for survey control.
 AG5447
 AG5447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5447.See file dsdata.pdf to determine how the superseded data were derived.
 AG5447
 AG5447_MARKER: DB = BENCH MARK DISK
 AG5447_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG5447_SP_SET: RETAINING WALL
 AG5447_STAMPING: NO 4
 AG5447_MARK LOGO: CGS
 AG5447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5447+STABILITY: SURFACE MOTION
 AG5447
 AG5447  HISTORY     - Date     Condition        Report By
 AG5447  HISTORY     - UNK      MONUMENTED       CGS
 AG5447  HISTORY     - 1958     GOOD             CGS
 AG5447  HISTORY     - 1975     GOOD             NGS
 AG5447  HISTORY     - 1978     GOOD             FL-103
 AG5447  HISTORY     - 19910328 MARK NOT FOUND   USPSQD
 AG5447  HISTORY     - 20010208 MARK NOT FOUND   USPSQD
 AG5447  HISTORY     - 20070205 POOR             USPSQD
 AG5447
 AG5447                          STATION DESCRIPTION
 AG5447
 AG5447'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AG5447'5.4 MI S FROM JOHNS PASS.
 AG5447'5.4 MILES SOUTH ALONG GULF BOULEVARD AND BLIND PASS ROAD FROM THE
 AG5447'SOUTH END OF THE BRIDGE AT JOHNS PASS, THENCE 1 BLOCK EAST ALONG
 AG5447'87TH AVENUE, 75 YARDS NORTHEAST OF THE NORTHEAST CORNER OF THE
 AG5447'GULF BEACHES SCHOOL, 57 FT. EAST OF THE JUNCTION OF THE CENTER
 AG5447'LINES OF 87TH AVENUE AND BOCA CIEGA DRIVE, 18.5 FT. SOUTH OF THE
 AG5447'SOUTHEAST CORNER OF THE HARBOR LODGE APARTMENT BUILDING, 20 FT.
 AG5447'NORTH OF POWER POLE 1A 502 71R, 0.1 FT. ABOVE THE GROUND, SET IN
 AG5447'THE TOP OF A CONCRETE RETAINING WALL.
 AG5447
 AG5447                          STATION RECOVERY (1975)
 AG5447
 AG5447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AG5447'RECOVERED IN GOOD CONDITION.
 AG5447
 AG5447                          STATION RECOVERY (1978)
 AG5447
 AG5447'RECOVERY NOTE BY PINELLAS COUNTY FLORIDA 1978
 AG5447'RECOVERED IN GOOD CONDITION.
 AG5447
 AG5447                          STATION RECOVERY (1991)
 AG5447
 AG5447'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD)
 AG5447'MARK NOT FOUND.
 AG5447
 AG5447                          STATION RECOVERY (2001)
 AG5447
 AG5447'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG5447'THERE IS A BUILDING AT THE DESCRIBED LOCATION.
 AG5447
 AG5447                          STATION RECOVERY (2007)
 AG5447
 AG5447'RECOVERY NOTE BY US POWER SQUADRON 2007 (KNB)
 AG5447'A NEW BUILDING IS CURRENTLY BEING CONSTRUCTED REPLACING THE HARBOR
 AG5447'LODGE APARTMENT BUILDING. THERE IS NO RETAINING WALL AT THE LOCATION
 AG5447'DESCRIBED. THE WHOLE AREA HAS BEEN EXCAVATED AND REGRADED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1005 ***********************************************************************
 AG1005  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1005  DESIGNATION -  872 6494 TIDAL 5
 AG1005  PID         -  AG1005
 AG1005  STATE/COUNTY-  FL/PINELLAS
 AG1005  COUNTRY     -  US
 AG1005  USGS QUAD   -  SEMINOLE (2018)
 AG1005
 AG1005                         *CURRENT SURVEY CONTROL
 AG1005  ______________________________________________________________________
 AG1005* NAD 83(1986) POSITION- 27 45 07.     (N) 082 45 17.     (W)   SCALED
 AG1005* NAVD 88 ORTHO HEIGHT -     1.219 (meters)        4.00  (feet) ADJUSTED
 AG1005  ______________________________________________________________________
 AG1005  GEOID HEIGHT    -        -24.350 (meters)                     GEOID18
 AG1005  DYNAMIC HEIGHT  -          1.218 (meters)        4.00  (feet) COMP
 AG1005  MODELED GRAVITY -    979,174.9   (mgal)                       NAVD 88
 AG1005
 AG1005  VERT ORDER      -  SECOND    CLASS I
 AG1005
 AG1005.The horizontal coordinates were scaled from a map and have
 AG1005.an estimated accuracy of +/- 6 seconds.
 AG1005
 AG1005.The orthometric height was determined by differential leveling and
 AG1005.adjusted by the NATIONAL GEODETIC SURVEY
 AG1005.in June 1991.
 AG1005
 AG1005.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1005.GEOID18 height accuracy estimate available here.
 AG1005
 AG1005.This Tidal Bench Mark is designated as VM 18059
 AG1005.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1005
 AG1005.Click photographs - Photos may exist for this station.
 AG1005
 AG1005.The dynamic height is computed by dividing the NAVD 88
 AG1005.geopotential number by the normal gravity value computed on the
 AG1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1005.degrees latitude (g = 980.6199 gals.).
 AG1005
 AG1005.The modeled gravity was interpolated from observed gravity values.
 AG1005
 AG1005;                    North         East    Units  Estimated Accuracy
 AG1005;SPC FL W     -   378,950.      125,600.      MT  (+/- 180 meters Scaled)
 AG1005
 AG1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL270709(NAD 83)
 AG1005
 AG1005                          SUPERSEDED SURVEY CONTROL
 AG1005
 AG1005  NGVD 29 (??/??/92)    1.497  (m)            4.91   (f) ADJ UNCH    2 1
 AG1005
 AG1005.Superseded values are not recommended for survey control.
 AG1005
 AG1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1005.See file dsdata.pdf to determine how the superseded data were derived.
 AG1005
 AG1005_MARKER: DB = BENCH MARK DISK
 AG1005_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG1005_SP_SET: SEAWALL
 AG1005_STAMPING: NO 5 1952
 AG1005_MARK LOGO: CGS
 AG1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1005+STABILITY: SURFACE MOTION
 AG1005
 AG1005  HISTORY     - Date     Condition        Report By
 AG1005  HISTORY     - 1952     MONUMENTED       CGS
 AG1005  HISTORY     - 1975     GOOD             FLDT
 AG1005  HISTORY     - 1982     GOOD             FLDNR
 AG1005  HISTORY     - 19910403 GOOD             USPSQD
 AG1005  HISTORY     - 20010208 GOOD             USPSQD
 AG1005  HISTORY     - 20070119 MARK NOT FOUND   USPSQD
 AG1005
 AG1005                          STATION DESCRIPTION
 AG1005
 AG1005'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG1005'AT ST PETERSBURG BCH.
 AG1005'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (SR. 699)
 AG1005'AND 107TH AVE. (TREASURE ISLAND CAUSEWAY), RUN SOUTHERLY ALONG
 AG1005'GULF BLVD. FOR 1.8 MILE TO THE INTERSECTION OF BLIND PASS RD.
 AG1005'(S.R. 699) AND 87TH AVE., RUN EASTERLY ALONG 87TH AVE. FOR 0.10
 AG1005'MILE TO THE INTERSECTION OF BOCA CIEGA DR.  STATION ON SEAWALL,
 AG1005'103.0 FT. E/NE OF THE CENTERLINE OF BOCA CIEGA DR., 33.5 FT.
 AG1005'NORTH OF THE EXTENDED CENTERLINE OF 87TH AVE., 39.6 FT. N/NE OF
 AG1005'THE NE CORNER OF A CONCRETE BLOCK BLDG. (8675 BOCA CIEGA DR.)
 AG1005'SET IN TOP OF CONCRETE SEAWALL.  SECTION 25, T 31 S, R 15 E.
 AG1005
 AG1005                          STATION RECOVERY (1982)
 AG1005
 AG1005'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG1005'RECOVERED IN GOOD CONDITION.
 AG1005
 AG1005                          STATION RECOVERY (1991)
 AG1005
 AG1005'RECOVERY NOTE BY US POWER SQUADRON 1991 (AVD)
 AG1005'RECOVERED IN GOOD CONDITION.
 AG1005
 AG1005                          STATION RECOVERY (2001)
 AG1005
 AG1005'RECOVERY NOTE BY US POWER SQUADRON 2001 (RLS)
 AG1005'RECOVERED IN GOOD CONDITION.
 AG1005
 AG1005                          STATION RECOVERY (2007)
 AG1005
 AG1005'RECOVERY NOTE BY US POWER SQUADRON 2007 (RLS)
 AG1005'THE SEAWALL WAS REPLACED IN 2006 AND A NEW CONDOMINIUM IS UNDER
 AG1005'CONSTRUCTION TO THE WEST OF THE SEAWALL.  THERE IS NO SIGN OF THE DISK
 AG1005'IN THE AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7410 ***********************************************************************
 AG7410  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7410  DESIGNATION -  872 6505 A TIDAL
 AG7410  PID         -  AG7410
 AG7410  STATE/COUNTY-  FL/PINELLAS
 AG7410  COUNTRY     -  US
 AG7410  USGS QUAD   -  SEMINOLE (2018)
 AG7410
 AG7410                         *CURRENT SURVEY CONTROL
 AG7410  ______________________________________________________________________
 AG7410* NAD 83(1986) POSITION- 27 45 23.     (N) 082 45 35.     (W)   SCALED
 AG7410* NAVD 88 ORTHO HEIGHT -     1.065 (meters)        3.49  (feet) ADJUSTED
 AG7410  ______________________________________________________________________
 AG7410  GEOID HEIGHT    -        -24.347 (meters)                     GEOID18
 AG7410  DYNAMIC HEIGHT  -          1.063 (meters)        3.49  (feet) COMP
 AG7410  MODELED GRAVITY -    979,175.2   (mgal)                       NAVD 88
 AG7410
 AG7410  VERT ORDER      -  SECOND    CLASS I
 AG7410
 AG7410.The horizontal coordinates were scaled from a map and have
 AG7410.an estimated accuracy of +/- 6 seconds.
 AG7410
 AG7410.The orthometric height was determined by differential leveling and
 AG7410.adjusted by the NATIONAL GEODETIC SURVEY
 AG7410.in June 1991.
 AG7410
 AG7410.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7410.GEOID18 height accuracy estimate available here.
 AG7410
 AG7410.This Tidal Bench Mark is designated as VM 10648
 AG7410.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7410
 AG7410.Click photographs - Photos may exist for this station.
 AG7410
 AG7410.The dynamic height is computed by dividing the NAVD 88
 AG7410.geopotential number by the normal gravity value computed on the
 AG7410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7410.degrees latitude (g = 980.6199 gals.).
 AG7410
 AG7410.The modeled gravity was interpolated from observed gravity values.
 AG7410
 AG7410;                    North         East    Units  Estimated Accuracy
 AG7410;SPC FL W     -   379,450.      125,110.      MT  (+/- 180 meters Scaled)
 AG7410
 AG7410_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL265714(NAD 83)
 AG7410
 AG7410                          SUPERSEDED SURVEY CONTROL
 AG7410
 AG7410  NGVD 29 (??/??/92)    1.342  (m)            4.40   (f) ADJ UNCH    2 1
 AG7410
 AG7410.Superseded values are not recommended for survey control.
 AG7410
 AG7410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7410.See file dsdata.pdf to determine how the superseded data were derived.
 AG7410
 AG7410_MARKER: DD = SURVEY DISK
 AG7410_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7410_SP_SET: WINGWALL
 AG7410_STAMPING: 6505 A 1976
 AG7410_MARK LOGO: NOS
 AG7410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7410+STABILITY: SURFACE MOTION
 AG7410
 AG7410  HISTORY     - Date     Condition        Report By
 AG7410  HISTORY     - 1976     MONUMENTED       NOS
 AG7410  HISTORY     - 1982     GOOD             FLDNR
 AG7410
 AG7410                          STATION DESCRIPTION
 AG7410
 AG7410'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7410'IN ST PETERSBURG BEACH.
 AG7410'BEGIN AT THE SOUTH END OF THE BRIDGE OVER JOHNS PASS ON TREASURE
 AG7410'ISLAND, GO 2.5 MILES SOUTHERLY ON STATE ROAD 699 TO THE EAST END OF
 AG7410'THE BRIDGE OVER BLIND PASS CHANNEL AND THE MARK.  THE MARK BEARS
 AG7410'22.5 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 15.5 FEET
 AG7410'NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, AND IS SET IN THE
 AG7410'TOP OF THE BRIDGE WINGWALL.
 AG7410'THE MARK IS 1 FT BELOW ROAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5317 ***********************************************************************
 AG5317  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5317  DESIGNATION -  872 6520 1
 AG5317  PID         -  AG5317
 AG5317  STATE/COUNTY-  FL/PINELLAS
 AG5317  COUNTRY     -  US
 AG5317  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG5317
 AG5317                         *CURRENT SURVEY CONTROL
 AG5317  ______________________________________________________________________
 AG5317* NAD 83(1986) POSITION- 27 46 14.8    (N) 082 37 42.2    (W)   HD_HELD2
 AG5317* NAVD 88 ORTHO HEIGHT -     1.164 (meters)        3.82  (feet) ADJUSTED
 AG5317  ______________________________________________________________________
 AG5317  GEOID HEIGHT    -        -24.550 (meters)                     GEOID18
 AG5317  DYNAMIC HEIGHT  -          1.163 (meters)        3.82  (feet) COMP
 AG5317  MODELED GRAVITY -    979,173.5   (mgal)                       NAVD 88
 AG5317
 AG5317  VERT ORDER      -  FIRST     CLASS II
 AG5317
 AG5317.The horizontal coordinates were established by autonomous hand held GPS
 AG5317.observations and have an estimated accuracy of +/- 10 meters.
 AG5317
 AG5317.The orthometric height was determined by differential leveling and
 AG5317.adjusted by the NATIONAL GEODETIC SURVEY
 AG5317.in March 2011.
 AG5317
 AG5317.No vertical observational check was made to the station.
 AG5317
 AG5317.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5317.GEOID18 height accuracy estimate available here.
 AG5317
 AG5317.This Tidal Bench Mark is designated as VM 1416
 AG5317.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG5317
 AG5317.Click photographs - Photos may exist for this station.
 AG5317
 AG5317.The dynamic height is computed by dividing the NAVD 88
 AG5317.geopotential number by the normal gravity value computed on the
 AG5317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5317.degrees latitude (g = 980.6199 gals.).
 AG5317
 AG5317.The modeled gravity was interpolated from observed gravity values.
 AG5317
 AG5317;                    North         East    Units  Estimated Accuracy
 AG5317;SPC FL W     -   380,967.      138,063.      MT  (+/- 10 meters HH2 GPS)
 AG5317
 AG5317_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3954272873(NAD 83)
 AG5317
 AG5317                          SUPERSEDED SURVEY CONTROL
 AG5317
 AG5317  NAVD 88 (06/15/91)    1.178  (m)            3.86   (f) SUPERSEDED  1 1
 AG5317  NGVD 29 (??/??/92)    1.446  (m)            4.74   (f) ADJ UNCH    1 1
 AG5317
 AG5317.Superseded values are not recommended for survey control.
 AG5317
 AG5317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5317.See file dsdata.pdf to determine how the superseded data were derived.
 AG5317
 AG5317_MARKER: DW = HYDROGRAPHIC STATION DISK
 AG5317_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG5317_SP_SET: SEAWALL
 AG5317_STAMPING: 1
 AG5317_MARK LOGO: CGS
 AG5317_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG5317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5317+STABILITY: SURFACE MOTION
 AG5317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG5317+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2009
 AG5317
 AG5317  HISTORY     - Date     Condition        Report By
 AG5317  HISTORY     - UNK      MONUMENTED       CGS
 AG5317  HISTORY     - 1966     GOOD             CGS
 AG5317  HISTORY     - 1975     GOOD             NGS
 AG5317  HISTORY     - 1982     GOOD             FLDNR
 AG5317  HISTORY     - 19980117 GOOD             USPSQD
 AG5317  HISTORY     - 20031030 GOOD             USPSQD
 AG5317  HISTORY     - 20090808 GOOD             FLDEP
 AG5317
 AG5317                          STATION DESCRIPTION
 AG5317
 AG5317'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG5317'AT ST PETERSBURG.
 AG5317'AT ST. PETERSBURG, ABOUT 440 YARDS EAST ALONG THE SEA WALL ALONG
 AG5317'THE SOUTH SIDE OF THE ST. PETERSBURG MUNICIPAL MARINA FROM THE
 AG5317'CENTER LINE OF BAYSHORE DRIVE, 8 FEET SOUTHEAST OF THE SOUTHEAST
 AG5317'CORNER OF BOAT SLIP NO. SY30, ABOUT LEVEL WITH THE SIDEWALK
 AG5317'AND IN THE TOP AT THE SOUTHEAST CORNER OF THE SEA WALL AT THE
 AG5317'SOUTHEAST CORNER OF THE MARINA.  SECTION 20, T 31 S, R 17 E.
 AG5317'HYDROGRAPHIC STA 2.
 AG5317
 AG5317                          STATION RECOVERY (1975)
 AG5317
 AG5317'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AG5317'RECOVERED IN GOOD CONDITION.
 AG5317
 AG5317                          STATION RECOVERY (1982)
 AG5317
 AG5317'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5317'RECOVERED IN GOOD CONDITION.
 AG5317
 AG5317                          STATION RECOVERY (1998)
 AG5317
 AG5317'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG5317'RECOVERED IN GOOD CONDITION.
 AG5317
 AG5317                          STATION RECOVERY (2003)
 AG5317
 AG5317'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG5317'RECOVERED IN GOOD CONDITION.
 AG5317
 AG5317                          STATION RECOVERY (2009)
 AG5317
 AG5317'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AG5317'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5438 ***********************************************************************
 DM5438  DESIGNATION -  872 6520 10 RESET
 DM5438  PID         -  DM5438
 DM5438  STATE/COUNTY-  FL/PINELLAS
 DM5438  COUNTRY     -  US
 DM5438  USGS QUAD   -  SAINT PETERSBURG (2018)
 DM5438
 DM5438                         *CURRENT SURVEY CONTROL
 DM5438  ______________________________________________________________________
 DM5438* NAD 83(1986) POSITION- 27 45 47.6    (N) 082 38 01.8    (W)   HD_HELD2
 DM5438* NAVD 88 ORTHO HEIGHT -     1.962 (meters)        6.44  (feet) ADJUSTED
 DM5438  ______________________________________________________________________
 DM5438  GEOID HEIGHT    -        -24.532 (meters)                     GEOID18
 DM5438  DYNAMIC HEIGHT  -          1.959 (meters)        6.43  (feet) COMP
 DM5438  MODELED GRAVITY -    979,173.0   (mgal)                       NAVD 88
 DM5438
 DM5438  VERT ORDER      -  FIRST     CLASS II
 DM5438
 DM5438.The horizontal coordinates were established by autonomous hand held GPS
 DM5438.observations and have an estimated accuracy of +/- 10 meters.
 DM5438
 DM5438.The orthometric height was determined by differential leveling and
 DM5438.adjusted by the NATIONAL GEODETIC SURVEY
 DM5438.in March 2011.
 DM5438
 DM5438.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5438.GEOID18 height accuracy estimate available here.
 DM5438
 DM5438.Click photographs - Photos may exist for this station.
 DM5438
 DM5438.The dynamic height is computed by dividing the NAVD 88
 DM5438.geopotential number by the normal gravity value computed on the
 DM5438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5438.degrees latitude (g = 980.6199 gals.).
 DM5438
 DM5438.The modeled gravity was interpolated from observed gravity values.
 DM5438
 DM5438;                    North         East    Units  Estimated Accuracy
 DM5438;SPC FL W     -   380,132.      137,522.      MT  (+/- 10 meters HH2 GPS)
 DM5438
 DM5438_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3899572043(NAD 83)
 DM5438
 DM5438                          SUPERSEDED SURVEY CONTROL
 DM5438
 DM5438.No superseded survey control is available for this station.
 DM5438
 DM5438_MARKER: B = BOLT
 DM5438_SETTING: 0 = UNSPECIFIED SETTING
 DM5438_SP_SET: DOME SHAPED HEAD
 DM5438_STAMPING: NONE
 DM5438_MARK LOGO: NONE
 DM5438_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM5438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5438_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5438+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2011
 DM5438
 DM5438  HISTORY     - Date     Condition        Report By
 DM5438  HISTORY     - 20110110 MONUMENTED       FLDEP
 DM5438
 DM5438                          STATION DESCRIPTION
 DM5438
 DM5438'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DM5438'THE MARK IS ABOUT 11.0 MI (17.7 KM) EAST-SOUTHEAST OF SEMINOLE, 9.5 MI
 DM5438'(15.3 KM) SOUTHWEST OF PORT TAMPA, 2.8 MI (4.5 KM) EAST OF SAINT
 DM5438'PETERSBURG, IN SECTION 19, TOWNSHIP 31 SOUTH, RANGE 17 EAST.
 DM5438'
 DM5438'TO REACH THE MARK FROM THE INTERSECTION OF FOURTH STREET NORTH AND
 DM5438'CENTRAL AVENUE IN ST PETERSBURG, GO EAST ON CENTRAL AVENUE FOR 0.25 MI
 DM5438'(0.4 KM) TO THE INTERSECTION OF FIRST STREET.  TURN RIGHT ON FIRST
 DM5438'STREET SOUTH AND GO SOUTH FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF SIXTH
 DM5438'AVENUE SOUTH ON THE RIGHT.  CONTINUE SOUTH ON FIRST STREET SOUTH FOR
 DM5438'0.05 MI (0.1 KM) TO THE GULF COAST LEGAL SERVICES BUILDING AT 641
 DM5438'FIRST STREET SOUTH AND THE MARK ON THE RIGHT, THE WEST BOLT HEAD ON
 DM5438'THE DOME CAP OF A FIRE HYDRANT 3.0 FT (0.9 M) ABOVE THE SURFACE OF
 DM5438'FIRST STREET SOUTH AND 2.7 FT (0.8 M) ABOVE GROUND LEVEL.
 DM5438'
 DM5438'LOCATED 39.4 FT (12.0 M) WEST OF THE APPROXIMATE CENTERLINE OF FIRST
 DM5438'STREET SOUTH, 19.9 FT (6.1 M) SOUTH OF A U.S.P.S.MAIL DROP-BOX, 11.0
 DM5438'FT (3.4 M) EAST OF THE SOUTHEAST CORNER OF THE GULF COAST LEGAL
 DM5438'SERVICES BUILDING AT 641 FIRST STREET SOUTH, 8.6 FT (2.6 M)
 DM5438'NORTH-NORTHWEST OF THE NORTHERNMOST ONE OF FOUR 36-INCH (91 CM) ROUND
 DM5438'CONCRETE BARRICADES AND 0.8 FT (24 CM) EAST OF THE EAST EDGE OF A 6.0
 DM5438'FT (1.8 M) CONCRETE SIDEWALK.
 DM5438'
 DM5438'NOTE SEVENTH AVENUE SOUTH NO LONGER JOINS FIRST STREET SOUTH AT THIS
 DM5438'LOCATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5315 ***********************************************************************
 AG5315  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5315  DESIGNATION -  872 6520 16
 AG5315  PID         -  AG5315
 AG5315  STATE/COUNTY-  FL/PINELLAS
 AG5315  COUNTRY     -  US
 AG5315  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG5315
 AG5315                         *CURRENT SURVEY CONTROL
 AG5315  ______________________________________________________________________
 AG5315* NAD 83(1986) POSITION- 27 46 23.80   (N) 082 37 41.97   (W)   HD_HELD1
 AG5315* NAVD 88 ORTHO HEIGHT -     1.307 (meters)        4.29  (feet) ADJUSTED
 AG5315  ______________________________________________________________________
 AG5315  GEOID HEIGHT    -        -24.553 (meters)                     GEOID18
 AG5315  DYNAMIC HEIGHT  -          1.306 (meters)        4.28  (feet) COMP
 AG5315  MODELED GRAVITY -    979,173.8   (mgal)                       NAVD 88
 AG5315
 AG5315  VERT ORDER      -  FIRST     CLASS II
 AG5315
 AG5315.The horizontal coordinates were determined by differentially corrected
 AG5315.hand held GPS observations or other comparable positioning techniques
 AG5315.and have an estimated accuracy of +/- 3 meters.
 AG5315
 AG5315.The orthometric height was determined by differential leveling and
 AG5315.adjusted by the NATIONAL GEODETIC SURVEY
 AG5315.in March 2011.
 AG5315
 AG5315.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5315.GEOID18 height accuracy estimate available here.
 AG5315
 AG5315.This Tidal Bench Mark is designated as VM 1419
 AG5315.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG5315
 AG5315.Click photographs - Photos may exist for this station.
 AG5315
 AG5315.The dynamic height is computed by dividing the NAVD 88
 AG5315.geopotential number by the normal gravity value computed on the
 AG5315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5315.degrees latitude (g = 980.6199 gals.).
 AG5315
 AG5315.The modeled gravity was interpolated from observed gravity values.
 AG5315
 AG5315;                    North         East    Units  Estimated Accuracy
 AG5315;SPC FL W     -   381,243.9     138,070.8     MT  (+/- 3 meters HH1 GPS) 
 AG5315
 AG5315_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3955273150(NAD 83)
 AG5315
 AG5315                          SUPERSEDED SURVEY CONTROL
 AG5315
 AG5315  NAVD 88 (06/15/91)    1.315  (m)            4.31   (f) SUPERSEDED  1 1
 AG5315  NGVD 29 (??/??/92)    1.582  (m)            5.19   (f) ADJ UNCH    1 1
 AG5315
 AG5315.Superseded values are not recommended for survey control.
 AG5315
 AG5315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5315.See file dsdata.pdf to determine how the superseded data were derived.
 AG5315
 AG5315_MARKER: DB = BENCH MARK DISK
 AG5315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5315_STAMPING: NO 16 1962
 AG5315_MARK LOGO: CGS
 AG5315_PROJECTION: PROJECTING 5 CENTIMETERS
 AG5315_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG5315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5315+STABILITY: SURFACE MOTION
 AG5315_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG5315+SATELLITE: SATELLITE OBSERVATIONS - December 29, 2014
 AG5315
 AG5315  HISTORY     - Date     Condition        Report By
 AG5315  HISTORY     - 1962     MONUMENTED       CGS
 AG5315  HISTORY     - 1966     GOOD             CGS
 AG5315  HISTORY     - 1975     GOOD             NGS
 AG5315  HISTORY     - 1982     GOOD             FLDNR
 AG5315  HISTORY     - 19980117 GOOD             USPSQD
 AG5315  HISTORY     - 20031030 GOOD             USPSQD
 AG5315  HISTORY     - 20041018 GOOD             USPSQD
 AG5315  HISTORY     - 20090822 GOOD             FLDEP
 AG5315  HISTORY     - 20141229 GOOD             FLDEP
 AG5315  HISTORY     - 20220222 MARK NOT FOUND   GEOCAC
 AG5315
 AG5315                          STATION DESCRIPTION
 AG5315
 AG5315'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG5315'AT ST PETERSBURG.
 AG5315'AT ST. PETERSBURG, ALONG THE EXTENSION OF 2ND AVENUE NE. ABOUT
 AG5315'0.2 MILE EAST OF THE INTERSECTION OF BAYSHORE DRIVE, NEAR THE
 AG5315'NORTHEAST CORNER OF THE CENTRAL YACHT BASIN, 42.4 FEET SOUTHWEST
 AG5315'OF THE NORTHWEST CORNER OF THE STEEL FENCE AROUND THE SENIOR
 AG5315'CITIZEN CENTER, 5.1 FEET NORTH OF THE NORTHEAST CORNER OF THE
 AG5315'BASE OF A MONUMENT FOR THE WORLDS FIRST SCHEDULED AIRLINE FLIGHT,
 AG5315'0.8 FOOT EAST OF THE NORTH CORNER OF THE WALKWAY AROUND THE
 AG5315'MONUMENT, ABOUT LEVEL WITH AVENUE AND SET IN THE TOP OF A
 AG5315'CONCRETE POST PROJECTING 0.2 FOOT.
 AG5315
 AG5315                          STATION RECOVERY (1975)
 AG5315
 AG5315'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AG5315'RECOVERED IN GOOD CONDITION.
 AG5315
 AG5315                          STATION RECOVERY (1982)
 AG5315
 AG5315'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5315'RECOVERED IN GOOD CONDITION.
 AG5315
 AG5315                          STATION RECOVERY (1998)
 AG5315
 AG5315'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG5315'RECOVERED IN GOOD CONDITION.
 AG5315
 AG5315                          STATION RECOVERY (2003)
 AG5315
 AG5315'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG5315'RECOVERED IN GOOD CONDITION.
 AG5315
 AG5315                          STATION RECOVERY (2004)
 AG5315
 AG5315'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG5315'RECOVERED IN GOOD CONDITION.
 AG5315
 AG5315                          STATION RECOVERY (2009)
 AG5315
 AG5315'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AG5315'RECOVERED AS DESCRIBED.
 AG5315
 AG5315                          STATION RECOVERY (2014)
 AG5315
 AG5315'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 AG5315'RECOVERED AS DESCRIBED.
 AG5315
 AG5315                          STATION RECOVERY (2022)
 AG5315
 AG5315'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AG5315'THE MARK WAS SEARCHED FOR AND NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5316 ***********************************************************************
 AG5316  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5316  DESIGNATION -  872 6520 3
 AG5316  PID         -  AG5316
 AG5316  STATE/COUNTY-  FL/PINELLAS
 AG5316  COUNTRY     -  US
 AG5316  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG5316
 AG5316                         *CURRENT SURVEY CONTROL
 AG5316  ______________________________________________________________________
 AG5316* NAD 83(1986) POSITION- 27 46 15.0    (N) 082 37 45.5    (W)   HD_HELD2
 AG5316* NAVD 88 ORTHO HEIGHT -     1.152 (meters)        3.78  (feet) ADJUSTED
 AG5316  ______________________________________________________________________
 AG5316  GEOID HEIGHT    -        -24.548 (meters)                     GEOID18
 AG5316  DYNAMIC HEIGHT  -          1.150 (meters)        3.77  (feet) COMP
 AG5316  MODELED GRAVITY -    979,173.6   (mgal)                       NAVD 88
 AG5316
 AG5316  VERT ORDER      -  FIRST     CLASS II
 AG5316
 AG5316.The horizontal coordinates were established by autonomous hand held GPS
 AG5316.observations and have an estimated accuracy of +/- 10 meters.
 AG5316
 AG5316.The orthometric height was determined by differential leveling and
 AG5316.adjusted by the NATIONAL GEODETIC SURVEY
 AG5316.in March 2011.
 AG5316
 AG5316.No vertical observational check was made to the station.
 AG5316
 AG5316.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5316.GEOID18 height accuracy estimate available here.
 AG5316
 AG5316.This Tidal Bench Mark is designated as VM 1417
 AG5316.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG5316
 AG5316.Click photographs - Photos may exist for this station.
 AG5316
 AG5316.The dynamic height is computed by dividing the NAVD 88
 AG5316.geopotential number by the normal gravity value computed on the
 AG5316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5316.degrees latitude (g = 980.6199 gals.).
 AG5316
 AG5316.The modeled gravity was interpolated from observed gravity values.
 AG5316
 AG5316;                    North         East    Units  Estimated Accuracy
 AG5316;SPC FL W     -   380,973.      137,973.      MT  (+/- 10 meters HH2 GPS)
 AG5316
 AG5316_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3945272880(NAD 83)
 AG5316
 AG5316                          SUPERSEDED SURVEY CONTROL
 AG5316
 AG5316  NAVD 88 (06/15/91)    1.167  (m)            3.83   (f) SUPERSEDED  1 1
 AG5316  NGVD 29 (??/??/92)    1.435  (m)            4.71   (f) ADJ UNCH    1 1
 AG5316
 AG5316.Superseded values are not recommended for survey control.
 AG5316
 AG5316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5316.See file dsdata.pdf to determine how the superseded data were derived.
 AG5316
 AG5316_MARKER: DW = HYDROGRAPHIC STATION DISK
 AG5316_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG5316_SP_SET: BULKHEAD
 AG5316_STAMPING: 3
 AG5316_MARK LOGO: CGS
 AG5316_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG5316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5316+STABILITY: SURFACE MOTION
 AG5316_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG5316+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2009
 AG5316
 AG5316  HISTORY     - Date     Condition        Report By
 AG5316  HISTORY     - UNK      MONUMENTED       CGS
 AG5316  HISTORY     - 1966     GOOD             CGS
 AG5316  HISTORY     - 1975     GOOD             NGS
 AG5316  HISTORY     - 1982     GOOD             FLDNR
 AG5316  HISTORY     - 19980117 GOOD             USPSQD
 AG5316  HISTORY     - 20041018 GOOD             USPSQD
 AG5316  HISTORY     - 20090808 GOOD             FLDEP
 AG5316  HISTORY     - 20150708 GOOD             INDIV
 AG5316
 AG5316                          STATION DESCRIPTION
 AG5316
 AG5316'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG5316'AT ST PETERSBURG.
 AG5316'AT ST. PETERSBURG, ABOUT 345 YARDS EAST ALONG THE SEA WALL
 AG5316'ALONG THE SOUTH SIDE OF THE ST. PETERSBURG MUNICIPAL MARINA FROM
 AG5316'THE CENTER LINE OF BAYSHORE DRIVE, 10.4 FEET NORTH OF THE
 AG5316'NORTHWEST CORNER OF EAST ONE OF TWO REST ROOMS, 26.5 FEET WEST
 AG5316'OF THE WEST END OF BOAT SLIP NO. SYZ, ABOUT 0.4 FOOT BELOW THE
 AG5316'LEVEL OF THE SIDEWALK AND IN THE TOP OF THE CONCRETE SEA WALL
 AG5316'WHICH HAS HAD THE SIDEWALK POURED OVER IT WITH A 1-FOOT SQUARE
 AG5316'OPENING FOR ACCESS TO THE MARK.  HYDROGRAPHIC STA 1.
 AG5316
 AG5316                          STATION RECOVERY (1975)
 AG5316
 AG5316'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AG5316'RECOVERED IN GOOD CONDITION.
 AG5316
 AG5316                          STATION RECOVERY (1982)
 AG5316
 AG5316'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5316'RECOVERED IN GOOD CONDITION.
 AG5316
 AG5316                          STATION RECOVERY (1998)
 AG5316
 AG5316'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG5316'RECOVERED IN GOOD CONDITION.
 AG5316
 AG5316                          STATION RECOVERY (2004)
 AG5316
 AG5316'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG5316'CHANGE DESCRIPTION TO READ... 10.4 FT NORTH OF THE NORTHEAST CORNER OF
 AG5316'THE LAUNDRY, 26.5 FEET WEST OF THE WEST END OF DEMENS LANDING SLIP
 AG5316'SX2...
 AG5316
 AG5316                          STATION RECOVERY (2009)
 AG5316
 AG5316'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AG5316'RECOVERED AS DESCRIBED.
 AG5316
 AG5316                          STATION RECOVERY (2015)
 AG5316
 AG5316'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (RN)
 AG5316'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM5439 ***********************************************************************
 DM5439  DESIGNATION -  872 6520 9 RESET
 DM5439  PID         -  DM5439
 DM5439  STATE/COUNTY-  FL/PINELLAS
 DM5439  COUNTRY     -  US
 DM5439  USGS QUAD   -  SAINT PETERSBURG (2018)
 DM5439
 DM5439                         *CURRENT SURVEY CONTROL
 DM5439  ______________________________________________________________________
 DM5439* NAD 83(1986) POSITION- 27 46 02.4    (N) 082 38 11.1    (W)   HD_HELD2
 DM5439* NAVD 88 ORTHO HEIGHT -     4.614 (meters)       15.14  (feet) ADJUSTED
 DM5439  ______________________________________________________________________
 DM5439  GEOID HEIGHT    -        -24.532 (meters)                     GEOID18
 DM5439  DYNAMIC HEIGHT  -          4.607 (meters)       15.11  (feet) COMP
 DM5439  MODELED GRAVITY -    979,173.5   (mgal)                       NAVD 88
 DM5439
 DM5439  VERT ORDER      -  FIRST     CLASS II
 DM5439
 DM5439.The horizontal coordinates were established by autonomous hand held GPS
 DM5439.observations and have an estimated accuracy of +/- 10 meters.
 DM5439
 DM5439.The orthometric height was determined by differential leveling and
 DM5439.adjusted by the NATIONAL GEODETIC SURVEY
 DM5439.in March 2011.
 DM5439
 DM5439.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM5439.GEOID18 height accuracy estimate available here.
 DM5439
 DM5439.Click photographs - Photos may exist for this station.
 DM5439
 DM5439.The dynamic height is computed by dividing the NAVD 88
 DM5439.geopotential number by the normal gravity value computed on the
 DM5439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM5439.degrees latitude (g = 980.6199 gals.).
 DM5439
 DM5439.The modeled gravity was interpolated from observed gravity values.
 DM5439
 DM5439;                    North         East    Units  Estimated Accuracy
 DM5439;SPC FL W     -   380,589.      137,270.      MT  (+/- 10 meters HH2 GPS)
 DM5439
 DM5439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3874672502(NAD 83)
 DM5439
 DM5439                          SUPERSEDED SURVEY CONTROL
 DM5439
 DM5439.No superseded survey control is available for this station.
 DM5439
 DM5439_MARKER: B = BOLT
 DM5439_SETTING: 0 = UNSPECIFIED SETTING
 DM5439_SP_SET: DOME SHAPED HEAD
 DM5439_STAMPING: NONE
 DM5439_MARK LOGO: NONE
 DM5439_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DM5439_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM5439_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM5439+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2011
 DM5439
 DM5439  HISTORY     - Date     Condition        Report By
 DM5439  HISTORY     - 20110110 MONUMENTED       FLDEP
 DM5439
 DM5439                          STATION DESCRIPTION
 DM5439
 DM5439'DESCRIBED BY FL DEPT OF ENV PRO 2011 (PBM)
 DM5439'THE MARK IS ABOUT 10.7 MI (17.2 KM) EAST-SOUTHEAST OF SEMINOLE, 9.4 MI
 DM5439'(15.1 KM) SOUTHWEST OF PORT TAMPA, 2.6 MI (4.2 KM) EAST OF SAINT
 DM5439'PETERSBURG, IN SECTION 19, TOWNSHIP 31 SOUTH, RANGE 17 EAST.
 DM5439'
 DM5439'TO REACH THE MARK FROM THE INTERSECTION OF FOURTH STREET NORTH AND
 DM5439'CENTRAL AVENUE IN ST PETERSBURG, GO EAST ON CENTRAL AVENUE FOR 0.25 MI
 DM5439'(0.4 KM) TO THE INTERSECTION OF FIRST STREET.  TURN RIGHT ON FIRST
 DM5439'STREET AND GO SOUTH FOR 0.25 MI (0.4 KM) TO THE JUNCTION OF FOURTH
 DM5439'AVENUE SOUTH ON THE RIGHT.  TURN RIGHT ON FOURTH AVENUE SOUTH AND GO
 DM5439'WEST FOR 0.05 MI (0.1 KM) TO THE INTERSECTION OF SECOND STREET SOUTH
 DM5439'AND THE MARK ON THE RIGHT, THE SOUTHEAST BOLT HEAD ON THE DOME CAP OF
 DM5439'A FIRE HYDRANT 3.0 FT (0.9 M) ABOVE THE SURFACE OF FOURTH AVENUE SOUTH
 DM5439'AND 2.0 FT (0.6 M) ABOVE GROUND LEVEL.    LOCATED 62.7 FT (19.1 M)
 DM5439'WEST OF THE APPROXIMATE CENTERLINE OF SECOND STREET SOUTH, 29.2 FT
 DM5439'(8.9 M) NORTH OF THE CENTERLINE OF FOURTH AVENUE SOUTH, 28.3 FT (8.6
 DM5439'M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BOTTOM STEP AT THE
 DM5439'ENTRANCE OF BAYFRONT DENTAL ASSOCIATION OFFICE AT 201 FOURTH AVENUE
 DM5439'SOUTH, 7.5 FT (2.3 M) EAST-SOUTHEAST OF A 18-INCH (46 CM) Y-SHAPED
 DM5439'TREE AND 5.4 FT (1.6 M) SOUTHWEST OF AN ALUMINUM POST SUPPORTING A
 DM5439'PEDESTRIAN CROSSING SIGNAL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9358 ***********************************************************************
 AG9358  CBN         -  This is a Cooperative Base Network Control Station.
 AG9358  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9358  DESIGNATION -  872 6520 A
 AG9358  PID         -  AG9358
 AG9358  STATE/COUNTY-  FL/PINELLAS
 AG9358  COUNTRY     -  US
 AG9358  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG9358
 AG9358                         *CURRENT SURVEY CONTROL
 AG9358  ______________________________________________________________________
 AG9358* NAD 83(2011) POSITION- 27 46 19.17881(N) 082 37 38.25481(W)   ADJUSTED
 AG9358* NAD 83(2011) ELLIP HT-   -23.297 (meters)        (06/27/12)   ADJUSTED
 AG9358* NAD 83(2011) EPOCH   -  2010.00
 AG9358* NAVD 88 ORTHO HEIGHT -     1.260 (meters)        4.13  (feet) ADJUSTED
 AG9358  ______________________________________________________________________
 AG9358  GEOID HEIGHT    -        -24.553 (meters)                     GEOID18
 AG9358  NAD 83(2011) X  -    724,707.439 (meters)                     COMP
 AG9358  NAD 83(2011) Y  - -5,600,825.635 (meters)                     COMP
 AG9358  NAD 83(2011) Z  -  2,954,161.381 (meters)                     COMP
 AG9358  LAPLACE CORR    -         -1.84  (seconds)                    DEFLEC18
 AG9358  DYNAMIC HEIGHT  -          1.258 (meters)        4.13  (feet) COMP
 AG9358  MODELED GRAVITY -    979,173.6   (mgal)                       NAVD 88
 AG9358
 AG9358  VERT ORDER      -  FIRST     CLASS II
 AG9358
 AG9358  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9358  Standards:
 AG9358         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9358            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9358  -------------------------------------------------------------------
 AG9358  NETWORK    0.39   0.88           0.17   0.15   0.45     -0.01519782
 AG9358  -------------------------------------------------------------------
 AG9358  Click here for local accuracies and other accuracy information.
 AG9358
 AG9358.The horizontal coordinates were established by GPS observations
 AG9358.and adjusted by the National Geodetic Survey in June 2012.
 AG9358
 AG9358.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9358.been affixed to the stable North American tectonic plate. See 
 AG9358.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9358
 AG9358.The horizontal coordinates are valid at the epoch date displayed above
 AG9358.which is a decimal equivalence of Year/Month/Day.
 AG9358
 AG9358.The orthometric height was determined by differential leveling and
 AG9358.adjusted by the NATIONAL GEODETIC SURVEY
 AG9358.in March 2011.
 AG9358
 AG9358.No vertical observational check was made to the station.
 AG9358
 AG9358.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9358.GEOID18 height accuracy estimate available here.
 AG9358
 AG9358.This Tidal Bench Mark is designated as VM 1413
 AG9358.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9358
 AG9358.Click photographs - Photos may exist for this station.
 AG9358
 AG9358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9358
 AG9358.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9358
 AG9358.The ellipsoidal height was determined by GPS observations
 AG9358.and is referenced to NAD 83.
 AG9358
 AG9358.The dynamic height is computed by dividing the NAVD 88
 AG9358.geopotential number by the normal gravity value computed on the
 AG9358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9358.degrees latitude (g = 980.6199 gals.).
 AG9358
 AG9358.The modeled gravity was interpolated from observed gravity values.
 AG9358
 AG9358. The following values were computed from the NAD 83(2011) position.
 AG9358
 AG9358;                    North         East     Units Scale Factor Converg.
 AG9358;SPC FL W     -   381,101.113   138,171.837   MT  0.99998834   -0 17 32.3
 AG9358;SPC FL W     - 1,250,329.23    453,318.77   sFT  0.99998834   -0 17 32.3
 AG9358;UTM  17      - 3,073,006.601   339,652.652   MT  0.99991736   -0 45 30.3
 AG9358
 AG9358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9358!SPC FL W     -   1.00000366  x   0.99998834  =   0.99999200
 AG9358!UTM  17      -   1.00000366  x   0.99991736  =   0.99992102
 AG9358
 AG9358_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3965273006(NAD 83)
 AG9358
 AG9358                          SUPERSEDED SURVEY CONTROL
 AG9358
 AG9358  NAD 83(2007)-  27 46 19.17885(N)    082 37 38.25540(W) AD(2002.00) 0
 AG9358  ELLIP H (02/10/07)  -23.272  (m)                       GP(2002.00)    
 AG9358  NAD 83(1999)-  27 46 19.17880(N)    082 37 38.25548(W) AD(       ) A
 AG9358  ELLIP H (04/12/01)  -23.289  (m)                       GP(       ) 4 1
 AG9358  ELLIP H (04/20/00)  -23.249  (m)                       GP(       ) 3 2
 AG9358  NAD 83(1990)-  27 46 19.17756(N)    082 37 38.25534(W) AD(       ) B
 AG9358  ELLIP H (09/13/90)  -23.203  (m)                       GP(       ) 4 1
 AG9358  NAVD 88 (12/06/04)    1.3    (m)  GEOID03  model used  GPS OBS        
 AG9358  NAVD 88 (05/29/03)    1.3    (m)  UNKNOWN  model used  GPS OBS        
 AG9358  NAVD 88 (04/12/01)    1.2    (m)  UNKNOWN  model used  GPS OBS        
 AG9358  NAVD 88 (04/20/00)    1.3    (m)  GEOID99  model used  GPS OBS        
 AG9358  NAVD 88 (10/04/92)    1.0    (m)  UNKNOWN  model used  GPS OBS        
 AG9358  NGVD 29               1.62   (m)            5.3    (f) LEVELING    3  
 AG9358
 AG9358.Superseded values are not recommended for survey control.
 AG9358
 AG9358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9358.See file dsdata.pdf to determine how the superseded data were derived.
 AG9358
 AG9358_MARKER: DB = BENCH MARK DISK
 AG9358_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG9358_SP_SET: SEAWALL
 AG9358_STAMPING: 6520 A 1978
 AG9358_MARK LOGO: NOS
 AG9358_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9358+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2009
 AG9358
 AG9358  HISTORY     - Date     Condition        Report By
 AG9358  HISTORY     - 1978     MONUMENTED       NOS
 AG9358  HISTORY     - 1989     GOOD             NGS
 AG9358  HISTORY     - 19910731 GOOD             GEOBAS
 AG9358  HISTORY     - 19930209 GOOD             NOS
 AG9358  HISTORY     - 19980117 GOOD             USPSQD
 AG9358  HISTORY     - 19990405 GOOD             FLDT
 AG9358  HISTORY     - 20000228 GOOD             FLDT
 AG9358  HISTORY     - 20010426 GOOD             FL-057
 AG9358  HISTORY     - 20031030 GOOD             USPSQD
 AG9358  HISTORY     - 20090808 GOOD             FLDEP
 AG9358  HISTORY     - 20150708 MARK NOT FOUND   INDIV
 AG9358
 AG9358                          STATION DESCRIPTION
 AG9358
 AG9358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AG9358'THE STATION IS LOCATED ON THE EAST SIDE OF ST. PETERSBURG, AT THE ST.
 AG9358'PETERSBURG YACHT BASIN, ON AN ISLAND SEPARATING THE SOUTH AND CENTRAL
 AG9358'YACHT BASINS, ON THE NORTH-NORTHEAST TIP OF THE ISLAND, IN A DRILL
 AG9358'HOLE IN THE TOP OF THE NORTH-NORTHEAST END OF THE EAST-SOUTHEAST
 AG9358'CONCRETE SEAWALL.  OWNERSHIP--CITY OF ST. PETERSBURG, 300 2ND AVENUE
 AG9358'S.E., ST. PETERSBURG FL 33701, DAVID METZ - MARINA DIRECTOR, RON
 AG9358'WILLIAMS - MARINA SUPERVISOR, PHONE 813-893-7329.
 AG9358'TO REACH THE STATION FROM THE INTERSECTION OF 5TH AVE N (STATE HIGHWAY
 AG9358'595) AND 4TH ST N (STATE HIGHWAY 687) ON THE EAST SIDE OF ST.
 AG9358'PETERSBURG, GO SOUTH FOR 0.44 KM (0.25 MI) ON 4TH ST N TO A CROSS
 AG9358'STREET.  TURN LEFT AND GO EAST FOR 0.65 KM (0.40 MI) ON 2ND AVE N TO A
 AG9358'CROSS STREET.  TURN RIGHT AND GO SOUTH FOR 0.35 KM (0.20 MI) ON
 AG9358'BAYSHORE DR NE TO A CROSS STREET.  TURN LEFT AND GO EAST FOR 0.11 KM
 AG9358'(0.05 MI) ON DEMENS LANDING TO A PAVED DRIVE LEFT.  TURN LEFT AND GO
 AG9358'NORTHERLY, EASTERLY, THEN NORTHERLY FOR 0.38 KM (0.25 MI) ON THE PAVED
 AG9358'DRIVE TO THE NORTHERN END OF PARKING LOT AND END OF TRUCK TRAVEL,
 AG9358'SHIPS STORE STRAIGHT AHEAD.  PACK NORTH-NORTHEAST FOR ABOUT 70 M
 AG9358'(229.7 FT) TO THE NORTH-NORTHEAST END OF SEAWALL, A U.S. COAST GUARD
 AG9358'NAVIGATION AID AND THE STATION.
 AG9358'LOCATED 18.96 M (62.2 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF
 AG9358'THE CONCRETE FLOOR OF A PICNIC SHELTER, 1.89 M (6.2 FT)
 AG9358'NORTH-NORTHEAST FROM THE NAVIGATION AID (METAL POLE WITH WHITE LIGHT
 AG9358'AND DAY BOARD) AND 0.43 M (1.4 FT) SOUTH-SOUTHWEST FROM THE
 AG9358'NORTH-NORTHEAST END OF THE SEAWALL.
 AG9358'DESCRIBED BY D.F. CALLAHAN.
 AG9358
 AG9358                          STATION RECOVERY (1991)
 AG9358
 AG9358'RECOVERY NOTE BY GEOBASE CONTROL INCORPORATED 1991
 AG9358'RECOVERED IN GOOD CONDITION.
 AG9358
 AG9358                          STATION RECOVERY (1993)
 AG9358
 AG9358'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG)
 AG9358'RECOVERED AS DESCRIBED.
 AG9358
 AG9358                          STATION RECOVERY (1998)
 AG9358
 AG9358'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG9358'RECOVERED IN GOOD CONDITION.
 AG9358
 AG9358                          STATION RECOVERY (1999)
 AG9358
 AG9358'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1999
 AG9358'RECOVERED AS DESCRIBED.
 AG9358
 AG9358                          STATION RECOVERY (2000)
 AG9358
 AG9358'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2000 (CDM)
 AG9358'RECOVERED AS DESCRIBED.
 AG9358
 AG9358                          STATION RECOVERY (2001)
 AG9358
 AG9358'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2001 (RJA)
 AG9358'THE STATION IS LOCATED IN  PINELLAS  COUNTY,  FLORIDA, ABOUT 16.0
 AG9358'MILES SOUTHWEST OF THE CITY OF TAMPA AND 4.0 MILES  SOUTH WEST OF THE
 AG9358'CITY OF ST.PETERSBURG, IN SECTION 19 TOWNSHIP  31  SOUTH, RANGE 17
 AG9358'EAST. OWNERSHIP---ST.PETERSBURG THE STATION IS A BRASS DISK SET IN A
 AG9358'CONCRETE SEAWALL. TO REACH THE STATION FROM THE INTERSECTION OF 2ND
 AG9358'AVE NORTH AND  BAYSHORE DR, PROCEED SOUTH ON BAYSHORE DR., FOR 0.2
 AG9358'MILES TO  DEMENS LANDING, TURN LEFT (EAST) AND GO 0.05 MILES TO A LEFT
 AG9358'TURN  (BOAT RAMP) AND GO 0.25 MILES TO BOAT RAMP, THE NORTHERN END OF
 AG9358'ASPHALT PARKING LOT AND THE SHIPS STORE STRAIGHT AHEAD. PACK
 AG9358'NORTH-NORTHEAST ALONG THE SEAWALL FOR 230.0 FT +/- TO THE
 AG9358'NORTH-NORTHEAST END OF THE  SEAWALL AND THE STATION.
 AG9358'
 AG9358'*NOTE  2ND AVE NORTH IS AT THE ST.PETERSBURG PIER.
 AG9358'
 AG9358'1.4 FT SOUTH-SOUTHEAST OF THE NORTH-NORTHEAST END OF THE  CONCRETE
 AG9358'SEAWALL. 6.2 FT NORTH-NORTHEAST OF A NAVIGATION AID (METAL POLE WITH A
 AG9358'WHITE LIGHT AND DAY BOARD). 62.2 FT NORTH-NORTHEAST OF THE NORTHEAST
 AG9358'CORNER OF THE  CONCRETE FLOOR OF A PICNIC SHELTER. 230. FT +/-
 AG9358'NORTH-NORTHEAST OF THE NORTH EDGE OF PARKING LOT.
 AG9358
 AG9358                          STATION RECOVERY (2003)
 AG9358
 AG9358'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG9358'RECOVERED IN GOOD CONDITION.
 AG9358
 AG9358                          STATION RECOVERY (2009)
 AG9358
 AG9358'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AG9358'RECOVERED AS DESCRIBED.
 AG9358
 AG9358                          STATION RECOVERY (2015)
 AG9358
 AG9358'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2015 (RN)
 AG9358'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7411 ***********************************************************************
 AG7411  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7411  DESIGNATION -  872 6520 B
 AG7411  PID         -  AG7411
 AG7411  STATE/COUNTY-  FL/PINELLAS
 AG7411  COUNTRY     -  US
 AG7411  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7411
 AG7411                         *CURRENT SURVEY CONTROL
 AG7411  ______________________________________________________________________
 AG7411* NAD 83(1986) POSITION- 27 46 24.4    (N) 082 37 33.5    (W)   HD_HELD2
 AG7411* NAVD 88 ORTHO HEIGHT -     1.597 (meters)        5.24  (feet) ADJUSTED
 AG7411  ______________________________________________________________________
 AG7411  GEOID HEIGHT    -        -24.557 (meters)                     GEOID18
 AG7411  DYNAMIC HEIGHT  -          1.595 (meters)        5.23  (feet) COMP
 AG7411  MODELED GRAVITY -    979,173.7   (mgal)                       NAVD 88
 AG7411
 AG7411  VERT ORDER      -  FIRST     CLASS II
 AG7411
 AG7411.The horizontal coordinates were established by autonomous hand held GPS
 AG7411.observations and have an estimated accuracy of +/- 10 meters.
 AG7411
 AG7411.The orthometric height was determined by differential leveling and
 AG7411.adjusted by the NATIONAL GEODETIC SURVEY
 AG7411.in June 1991.
 AG7411
 AG7411.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7411.GEOID18 height accuracy estimate available here.
 AG7411
 AG7411.This Tidal Bench Mark is designated as VM 1414
 AG7411.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7411
 AG7411.Click photographs - Photos may exist for this station.
 AG7411
 AG7411.The dynamic height is computed by dividing the NAVD 88
 AG7411.geopotential number by the normal gravity value computed on the
 AG7411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7411.degrees latitude (g = 980.6199 gals.).
 AG7411
 AG7411.The modeled gravity was interpolated from observed gravity values.
 AG7411
 AG7411;                    North         East    Units  Estimated Accuracy
 AG7411;SPC FL W     -   381,261.      138,303.      MT  (+/- 10 meters HH2 GPS)
 AG7411
 AG7411_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3978473165(NAD 83)
 AG7411
 AG7411                          SUPERSEDED SURVEY CONTROL
 AG7411
 AG7411  NGVD 29 (??/??/92)    1.865  (m)            6.12   (f) ADJ UNCH    2 1
 AG7411
 AG7411.Superseded values are not recommended for survey control.
 AG7411
 AG7411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7411.See file dsdata.pdf to determine how the superseded data were derived.
 AG7411
 AG7411_MARKER: DD = SURVEY DISK
 AG7411_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7411_SP_SET: BULKHEAD
 AG7411_STAMPING: 6520 B 15 1978
 AG7411_MARK LOGO: NOS
 AG7411_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7411+STABILITY: SURFACE MOTION
 AG7411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7411+SATELLITE: SATELLITE OBSERVATIONS - September 02, 2009
 AG7411
 AG7411  HISTORY     - Date     Condition        Report By
 AG7411  HISTORY     - 1978     MONUMENTED       NOS
 AG7411  HISTORY     - 1982     GOOD             FLDNR
 AG7411  HISTORY     - 19970226 GOOD             USPSQD
 AG7411  HISTORY     - 20031030 GOOD             USPSQD
 AG7411  HISTORY     - 20090902 GOOD             FLDEP
 AG7411  HISTORY     - 20220222 MARK NOT FOUND   GEOCAC
 AG7411
 AG7411                          STATION DESCRIPTION
 AG7411
 AG7411'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7411'IN ST PETERSBURG.
 AG7411'BEGIN AT THE INTERSECTION OF 4TH STREET NORTH (STATE ROAD 687) AND
 AG7411'5TH AVENUE NORTH (S.R. 595), GO SOUTHERLY ON 4TH STREET NORTH FOR
 AG7411'0.3 MILE TO THE INTERSECTION OF 2ND AVENUE NORTH, TURN LEFT ON 2ND
 AG7411'AVENUE NORTH AND GO EASTERLY FOR 0.7 MILE TO THE MARK.  THE MARK
 AG7411'BEARS 56.4 FEET SOUTH OF THE CENTERLINE OF 2ND AVENUE NORTH, 6.6
 AG7411'FEET SOUTH OF THE SOUTH EDGE OF THE PIER, 6.4
 AG7411'FEET NORTHEAST OF AN 18-INCH DIAMETER PALM TREE, AND 1.3 FEET
 AG7411'SOUTHWEST OF THE NORTHEAST CORNER OF THE SEAWALL.
 AG7411'THE MARK IS 2 FT BELOW 2ND AVENUE NORTH.
 AG7411
 AG7411                          STATION RECOVERY (1997)
 AG7411
 AG7411'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7411'RECOVERED IN GOOD CONDITION.
 AG7411
 AG7411                          STATION RECOVERY (2003)
 AG7411
 AG7411'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG7411'STATION IS LOCATED IN THE NORTHEAST CORNER OF THE PARKING LOT ON THE
 AG7411'SOUTH SIDE OF THE PIER.
 AG7411
 AG7411                          STATION RECOVERY (2009)
 AG7411
 AG7411'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (BPJ)
 AG7411'RECOVERED AS DESCRIBED.
 AG7411
 AG7411                          STATION RECOVERY (2022)
 AG7411
 AG7411'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AG7411'THE SEAWALL HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4509 ***********************************************************************
 DM4509  DESIGNATION -  872 6520 C
 DM4509  PID         -  DM4509
 DM4509  STATE/COUNTY-  FL/PINELLAS
 DM4509  COUNTRY     -  US
 DM4509  USGS QUAD   -  SAINT PETERSBURG (2018)
 DM4509
 DM4509                         *CURRENT SURVEY CONTROL
 DM4509  ______________________________________________________________________
 DM4509* NAD 83(1986) POSITION- 27 46 21.4    (N) 082 37 35.4    (W)   HD_HELD2
 DM4509* NAVD 88 ORTHO HEIGHT -     1.601 (meters)        5.25  (feet) ADJUSTED
 DM4509  ______________________________________________________________________
 DM4509  GEOID HEIGHT    -        -24.555 (meters)                     GEOID18
 DM4509  DYNAMIC HEIGHT  -          1.598 (meters)        5.24  (feet) COMP
 DM4509  MODELED GRAVITY -    979,173.6   (mgal)                       NAVD 88
 DM4509
 DM4509  VERT ORDER      -  FIRST     CLASS II
 DM4509
 DM4509.The horizontal coordinates were established by autonomous hand held GPS
 DM4509.observations and have an estimated accuracy of +/- 10 meters.
 DM4509
 DM4509.The orthometric height was determined by differential leveling and
 DM4509.adjusted by the NATIONAL GEODETIC SURVEY
 DM4509.in March 2011.
 DM4509
 DM4509.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4509.GEOID18 height accuracy estimate available here.
 DM4509
 DM4509.Click photographs - Photos may exist for this station.
 DM4509
 DM4509.The dynamic height is computed by dividing the NAVD 88
 DM4509.geopotential number by the normal gravity value computed on the
 DM4509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4509.degrees latitude (g = 980.6199 gals.).
 DM4509
 DM4509.The modeled gravity was interpolated from observed gravity values.
 DM4509
 DM4509;                    North         East    Units  Estimated Accuracy
 DM4509;SPC FL W     -   381,169.      138,250.      MT  (+/- 10 meters HH2 GPS)
 DM4509
 DM4509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3973173073(NAD 83)
 DM4509
 DM4509                          SUPERSEDED SURVEY CONTROL
 DM4509
 DM4509.No superseded survey control is available for this station.
 DM4509
 DM4509_MARKER: DB = BENCH MARK DISK
 DM4509_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM4509_SP_SET: SEAWALL
 DM4509_STAMPING: 6520 C 1984
 DM4509_MARK LOGO: NOS
 DM4509_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4509+STABILITY: SURFACE MOTION
 DM4509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4509+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2022
 DM4509
 DM4509  HISTORY     - Date     Condition        Report By
 DM4509  HISTORY     - 1984     MONUMENTED       NOS
 DM4509  HISTORY     - 20090822 GOOD             FLDEP
 DM4509  HISTORY     - 20220222 GOOD             GEOCAC
 DM4509
 DM4509                          STATION DESCRIPTION
 DM4509
 DM4509'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM4509'THE MARK IS NEAR THE MUNICIPAL PIER AND THE CENTRAL YACHT BASIN IN
 DM4509'SAINT PETERSBURG, IN ESTIMATED SECTION 20, TOWNSHIP 31 SOUTH, RANGE 17
 DM4509'EAST.
 DM4509'
 DM4509'TO REACH FROM THE POST OFFICE IN SAINT PETERSBURG, GO EAST ON FIRST
 DM4509'AVENUE NORTH FOR 0.4 MI (0.6 KM) TO THE JUNCTION OF BAYSHORE DRIVE
 DM4509'NORTHEAST.  TURN LEFT ON BAYSHORE DRIVE NORTHEAST AND GO NORTH FOR 0.1
 DM4509'MI (0.2 KM) TO THE INTERSECTION OF SECOND AVENUE NORTHEAST.  TURN
 DM4509'RIGHT ON SECOND AVENUE NORTHEAST AND GO EAST FOR 0.25 MI (0.4 KM) TO
 DM4509'THE EASTERNMOST PARKING LOT FOR THE SAINT PETERSBURG MUNICIPAL PIER ON
 DM4509'THE RIGHT.  TURN RIGHT ENTERING THE PARKING LOT AND GO SOUTH FOR ABOUT
 DM4509'0.1 MI (0.2 KM) TO THE NORTH SEAWALL OF THE CENTRAL YACHT BASIN AND
 DM4509'THE MARK SET FLUSH IN THE TOP OF THE SEAWALL AND LEVEL WITH THE
 DM4509'PARKING LOT.
 DM4509'
 DM4509'LOCATED 162.0 FT (49.4 M) WEST OF THE APPROXIMATE CENTER OF A JETTY,
 DM4509'15.3 FT (4.7 M) SOUTH OF THE SOUTH EDGE OF PARKING LOT PAVEMENT, 1.9
 DM4509'FT (0.6 M) SOUTH OF A CHAIN LINK FENCE AND 1.1 FT (0.3 M) NORTH OF THE
 DM4509'SOUTH EDGE OF CONCRETE SEAWALL.
 DM4509
 DM4509                          STATION RECOVERY (2022)
 DM4509
 DM4509'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 DM4509'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4512 ***********************************************************************
 DM4512  TIDAL BM    -  This is a Tidal Bench Mark.
 DM4512  DESIGNATION -  872 6520 D
 DM4512  PID         -  DM4512
 DM4512  STATE/COUNTY-  FL/PINELLAS
 DM4512  COUNTRY     -  US
 DM4512  USGS QUAD   -  SAINT PETERSBURG (2018)
 DM4512
 DM4512                         *CURRENT SURVEY CONTROL
 DM4512  ______________________________________________________________________
 DM4512* NAD 83(1986) POSITION- 27 45 38.8    (N) 082 37 36.5    (W)   HD_HELD2
 DM4512* NAVD 88 ORTHO HEIGHT -     1.374 (meters)        4.51  (feet) ADJUSTED
 DM4512  ______________________________________________________________________
 DM4512  GEOID HEIGHT    -        -24.541 (meters)                     GEOID18
 DM4512  DYNAMIC HEIGHT  -          1.372 (meters)        4.50  (feet) COMP
 DM4512  MODELED GRAVITY -    979,172.5   (mgal)                       NAVD 88
 DM4512
 DM4512  VERT ORDER      -  FIRST     CLASS II
 DM4512
 DM4512.The horizontal coordinates were established by autonomous hand held GPS
 DM4512.observations and have an estimated accuracy of +/- 10 meters.
 DM4512
 DM4512.The orthometric height was determined by differential leveling and
 DM4512.adjusted by the NATIONAL GEODETIC SURVEY
 DM4512.in March 2011.
 DM4512
 DM4512.No vertical observational check was made to the station.
 DM4512
 DM4512.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4512.GEOID18 height accuracy estimate available here.
 DM4512
 DM4512.This Tidal Bench Mark is designated as VM 1423
 DM4512.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM4512
 DM4512.Click photographs - Photos may exist for this station.
 DM4512
 DM4512.The dynamic height is computed by dividing the NAVD 88
 DM4512.geopotential number by the normal gravity value computed on the
 DM4512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4512.degrees latitude (g = 980.6199 gals.).
 DM4512
 DM4512.The modeled gravity was interpolated from observed gravity values.
 DM4512
 DM4512;                    North         East    Units  Estimated Accuracy
 DM4512;SPC FL W     -   379,858.      138,214.      MT  (+/- 10 meters HH2 GPS)
 DM4512
 DM4512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3968471763(NAD 83)
 DM4512
 DM4512                          SUPERSEDED SURVEY CONTROL
 DM4512
 DM4512.No superseded survey control is available for this station.
 DM4512
 DM4512_MARKER: DB = BENCH MARK DISK
 DM4512_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM4512_SP_SET: SEAWALL
 DM4512_STAMPING: 6520 D 1991
 DM4512_MARK LOGO: NOS
 DM4512_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4512+STABILITY: SURFACE MOTION
 DM4512_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4512+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2009
 DM4512
 DM4512  HISTORY     - Date     Condition        Report By
 DM4512  HISTORY     - 1991     MONUMENTED       NOS
 DM4512  HISTORY     - 20090821 GOOD             FLDEP
 DM4512
 DM4512                          STATION DESCRIPTION
 DM4512
 DM4512'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM4512'THE MARK IS ABOUT 11.4 MI (18.4 KM) EAST-SOUTHEAST OF SEMINOLE, 9.3 MI
 DM4512'(15.0 KM) SOUTHWEST OF PORT TAMPA, 3.3 MI (5.3 KM) EAST-SOUTHEAST OF
 DM4512'SAINT PETERSBURG, AT THE SOUTHWEST SIDE OF THE COAST GUARD STATION IN
 DM4512'SAINT PETERSBURG, IN ESTIMATED SECTION 20, TOWNSHIP 31 SOUTH, RANGE 17
 DM4512'EAST.
 DM4512'
 DM4512'TO REACH FROM THE POST OFFICE IN SAINT PETERSBURG, GO EAST ON FIRST
 DM4512'AVENUE NORTH FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF FIRST STREET
 DM4512'NORTH, TURN RIGHT ON FIRST STREET NORTH (BECOMING FIRST STREET
 DM4512'SOUTHEAST) AND GO SOUTH FOR 0.7 MI (1.1 KM) TO ITS END AT THE JUNCTION
 DM4512'OF EIGHTH AVENUE SOUTHEAST (ALSO KNOWN AS NATIONAL AIRLINES STREET
 DM4512'SOUTHEAST), TURN LEFT ON EIGHTH AVENUE SOUTHEAST AND GO EAST FOR 0.35
 DM4512'MI (0.6 KM) TO THE COAST GUARD STATION ENTRANCE GATE, CONTINUE EAST
 DM4512'AND SOUTH ON EIGHTH AVENUE SOUTHEAST (BECOMING NATIONAL AIRLINES
 DM4512'STREET SOUTHEAST) FOR 0.2 MI (0.3 KM) TO THE DEAD END CUL DE SAC AND
 DM4512'PARKING AREA AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A
 DM4512'CONCRETE SEAWALL.
 DM4512'
 DM4512'LOCATED 198.0 FT (60.4 M) SOUTH-SOUTHEAST OF THE APPROXIMATE
 DM4512'CENTERLINE OF THE BOAT RAMP, 47.0 FT (14.3 M) NORTH-NORTHWEST OF THE
 DM4512'APPROXIMATE CENTERLINE OF THE TIDE STATION WALKWAY, 19.0 FT (5.8 M)
 DM4512'SOUTH OF THE NORTHWEST CORNER OF THE TENNIS COURT RETAINING WALL AND
 DM4512'0.5 FT (0.2 M) EAST OF THE WEST EDGE OF A CONCRETE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4514 ***********************************************************************
 DM4514  TIDAL BM    -  This is a Tidal Bench Mark.
 DM4514  DESIGNATION -  872 6520 H
 DM4514  PID         -  DM4514
 DM4514  STATE/COUNTY-  FL/PINELLAS
 DM4514  COUNTRY     -  US
 DM4514  USGS QUAD   -  SAINT PETERSBURG (2018)
 DM4514
 DM4514                         *CURRENT SURVEY CONTROL
 DM4514  ______________________________________________________________________
 DM4514* NAD 83(1986) POSITION- 27 45 45.0    (N) 082 37 54.7    (W)   HD_HELD2
 DM4514* NAVD 88 ORTHO HEIGHT -     1.947 (meters)        6.39  (feet) ADJUSTED
 DM4514  ______________________________________________________________________
 DM4514  GEOID HEIGHT    -        -24.534 (meters)                     GEOID18
 DM4514  DYNAMIC HEIGHT  -          1.944 (meters)        6.38  (feet) COMP
 DM4514  MODELED GRAVITY -    979,172.9   (mgal)                       NAVD 88
 DM4514
 DM4514  VERT ORDER      -  FIRST     CLASS II
 DM4514
 DM4514.The horizontal coordinates were established by autonomous hand held GPS
 DM4514.observations and have an estimated accuracy of +/- 10 meters.
 DM4514
 DM4514.The orthometric height was determined by differential leveling and
 DM4514.adjusted by the NATIONAL GEODETIC SURVEY
 DM4514.in March 2011.
 DM4514
 DM4514.No vertical observational check was made to the station.
 DM4514
 DM4514.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4514.GEOID18 height accuracy estimate available here.
 DM4514
 DM4514.This Tidal Bench Mark is designated as VM 12553
 DM4514.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM4514
 DM4514.Click photographs - Photos may exist for this station.
 DM4514
 DM4514.The dynamic height is computed by dividing the NAVD 88
 DM4514.geopotential number by the normal gravity value computed on the
 DM4514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4514.degrees latitude (g = 980.6199 gals.).
 DM4514
 DM4514.The modeled gravity was interpolated from observed gravity values.
 DM4514
 DM4514;                    North         East    Units  Estimated Accuracy
 DM4514;SPC FL W     -   380,051.      137,716.      MT  (+/- 10 meters HH2 GPS)
 DM4514
 DM4514_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3918871960(NAD 83)
 DM4514
 DM4514                          SUPERSEDED SURVEY CONTROL
 DM4514
 DM4514.No superseded survey control is available for this station.
 DM4514
 DM4514_MARKER: DB = BENCH MARK DISK
 DM4514_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM4514_STAMPING: 6520 H 1993
 DM4514_MARK LOGO: NOS
 DM4514_PROJECTION: FLUSH
 DM4514_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4514_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4514_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4514+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2014
 DM4514_ROD/PIPE-DEPTH: 14.6 meters
 DM4514
 DM4514  HISTORY     - Date     Condition        Report By
 DM4514  HISTORY     - 1993     MONUMENTED       NOS
 DM4514  HISTORY     - 20090823 GOOD             FLDEP
 DM4514  HISTORY     - 20141107 GOOD             FLDEP
 DM4514
 DM4514                          STATION DESCRIPTION
 DM4514
 DM4514'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM4514'THE MARK IS ABOUT 11.1 MI (17.9 KM) EAST-SOUTHEAST OF SEMINOLE, 9.5 MI
 DM4514'(15.2 KM) SOUTHWEST OF PORT TAMPA, 3.0 MI (4.8 KM) EAST OF SAINT
 DM4514'PETERSBURG, THE MARK IS SOUTH OF THE ALBERT WHITTED AIRPORT IN SAINT
 DM4514'PETERSBURG, IN ESTIMATED SECTION 19, TOWNSHIP 31 SOUTH, RANGE 17 EAST.
 DM4514'TO REACH FROM THE POST OFFICE IN SAINT PETERSBURG, GO EAST ON FIRST
 DM4514'AVENUE NORTH FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF FIRST STREET
 DM4514'NORTH, TURN RIGHT ON FIRST STREET NORTH (BECOMING FIRST STREET
 DM4514'SOUTHEAST) AND GO SOUTH FOR 0.7 MI (1.1 KM) TO ITS END AT THE JUNCTION
 DM4514'OF EIGHTH AVENUE SOUTHEAST (ALSO KNOWN AS NATIONAL AIRLINES STREET
 DM4514'SOUTHEAST), TURN LEFT ON EIGHTH AVENUE SOUTHEAST AND GO EAST FOR 0.15
 DM4514'MI (0.2 KM) TO THE MARK ON THE LEFT, AN NOS DISK CRIMPED ON A
 DM4514'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 48.0 FT (14.6 M)
 DM4514'INSIDE A 5-INCH (13 CM) PVC PIPE FLUSH WITH THE GROUND AND LEVEL WITH
 DM4514'EIGHTH AVENUE SOUTHEAST.
 DM4514'
 DM4514'LOCATED 116.0 FT (35.4 M) NORTHEAST OF A FLAGPOLE AT THE CRUISE PORT
 DM4514'TERMINAL ENTRANCE, 33.5 FT (10.2 M) NORTH OF THE APPROXIMATE
 DM4514'CENTERLINE OF EIGHTH AVENUE SOUTHEAST, 8.0 FT (2.4 M) SOUTH OF A
 DM4514'CHAINLINK FENCE AND 7.0 FT (2.1 M) NORTHEAST OF A POWER POLE NUMBER
 DM4514'1A-58879.
 DM4514
 DM4514                          STATION RECOVERY (2014)
 DM4514
 DM4514'RECOVERY NOTE BY FL DEPT OF ENV PRO 2014 (BPJ)
 DM4514'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4510 ***********************************************************************
 DM4510  TIDAL BM    -  This is a Tidal Bench Mark.
 DM4510  DESIGNATION -  872 6520 J
 DM4510  PID         -  DM4510
 DM4510  STATE/COUNTY-  FL/PINELLAS
 DM4510  COUNTRY     -  US
 DM4510  USGS QUAD   -  SAINT PETERSBURG (2018)
 DM4510
 DM4510                         *CURRENT SURVEY CONTROL
 DM4510  ______________________________________________________________________
 DM4510* NAD 83(1986) POSITION- 27 45 41.2    (N) 082 37 31.8    (W)   HD_HELD2
 DM4510* NAVD 88 ORTHO HEIGHT -     1.304 (meters)        4.28  (feet) ADJUSTED
 DM4510  ______________________________________________________________________
 DM4510  GEOID HEIGHT    -        -24.544 (meters)                     GEOID18
 DM4510  DYNAMIC HEIGHT  -          1.302 (meters)        4.27  (feet) COMP
 DM4510  MODELED GRAVITY -    979,172.5   (mgal)                       NAVD 88
 DM4510
 DM4510  VERT ORDER      -  FIRST     CLASS II
 DM4510
 DM4510.The horizontal coordinates were established by autonomous hand held GPS
 DM4510.observations and have an estimated accuracy of +/- 10 meters.
 DM4510
 DM4510.The orthometric height was determined by differential leveling and
 DM4510.adjusted by the NATIONAL GEODETIC SURVEY
 DM4510.in March 2011.
 DM4510
 DM4510.No vertical observational check was made to the station.
 DM4510
 DM4510.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4510.GEOID18 height accuracy estimate available here.
 DM4510
 DM4510.This Tidal Bench Mark is designated as VM 13775
 DM4510.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM4510
 DM4510.Click photographs - Photos may exist for this station.
 DM4510
 DM4510.The dynamic height is computed by dividing the NAVD 88
 DM4510.geopotential number by the normal gravity value computed on the
 DM4510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4510.degrees latitude (g = 980.6199 gals.).
 DM4510
 DM4510.The modeled gravity was interpolated from observed gravity values.
 DM4510
 DM4510;                    North         East    Units  Estimated Accuracy
 DM4510;SPC FL W     -   379,931.      138,343.      MT  (+/- 10 meters HH2 GPS)
 DM4510
 DM4510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3981371835(NAD 83)
 DM4510
 DM4510                          SUPERSEDED SURVEY CONTROL
 DM4510
 DM4510.No superseded survey control is available for this station.
 DM4510
 DM4510_MARKER: F = FLANGE-ENCASED ROD
 DM4510_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DM4510_STAMPING: 6520 J 1997
 DM4510_MARK LOGO: NGS
 DM4510_PROJECTION: RECESSED 5 CENTIMETERS
 DM4510_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4510_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM4510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM4510+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2009
 DM4510_ROD/PIPE-DEPTH: 11.0 meters
 DM4510_SLEEVE-DEPTH  : 0.9 meters
 DM4510
 DM4510  HISTORY     - Date     Condition        Report By
 DM4510  HISTORY     - 1997     MONUMENTED       NOS
 DM4510  HISTORY     - 20090821 GOOD             FLDEP
 DM4510
 DM4510                          STATION DESCRIPTION
 DM4510
 DM4510'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM4510'THE MARK IS ABOUT 11.5 MI (18.5 KM) EAST-SOUTHEAST OF SEMINOLE, 9.2 MI
 DM4510'(14.8 KM) SOUTHWEST OF PORT TAMPA, 3.4 MI (5.5 KM) EAST OF SAINT
 DM4510'PETERSBURG, THE MARK IS AT THE EAST SIDE OF THE COAST GUARD STATION IN
 DM4510'SAINT PETERSBURG, IN ESTIMATED SECTION 20, TOWNSHIP 31 SOUTH, RANGE 17
 DM4510'EAST.
 DM4510'
 DM4510'TO REACH FROM THE POST OFFICE IN SAINT PETERSBURG, GO EAST ON FIRST
 DM4510'AVENUE NORTH FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF FIRST STREET
 DM4510'NORTH.  TURN RIGHT ON FIRST STREET NORTH (BECOMING FIRST STREET
 DM4510'SOUTHEAST) AND GO SOUTH FOR 0.7 MI (1.1 KM) TO ITS END AT THE JUNCTION
 DM4510'OF EIGHTH AVENUE SOUTHEAST (ALSO KNOWN AS NATIONAL AIRLINES STREET
 DM4510'SOUTHEAST).  TURN LEFT ON EIGHTH AVENUE SOUTHEAST AND GO EAST FOR 0.35
 DM4510'MI (0.6 KM) TO THE COAST GUARD STATION ENTRANCE GATE.  CONTINUE EAST
 DM4510'AND SOUTH ON EIGHTH AVENUE SOUTHEAST (BECOMING NATIONAL AIRLINES
 DM4510'STREET SOUTHEAST) FOR 0.2 MI (0.3 KM) TO THE DEAD END CUL DE SAC AND
 DM4510'PARKING AREA AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO
 DM4510'REFUSAL AT A DEPTH OF 36.0 FT (11.0 M) WITH AN NATIONAL GEODETIC
 DM4510'SURVEY LOGO CAP RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL OF THE GROUND
 DM4510'AND LEVEL WITH THE PARKING LOT, THE DATUM POINT IS RECESSED 0.2 FT
 DM4510'(0.1 M) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DM4510'
 DM4510'LOCATED 131.6 FT (40.1 M) EAST OF THE SOUTHEAST CORNER OF THE
 DM4510'MESS-RECREATION HALL, 110.6 FT (33.7 M) NORTH OF THE SOUTHERNMOST
 DM4510'CORNER OF A PAVED PARKING LOT, 10.5 FT (3.2 M) WEST OF A CHAIN LINK
 DM4510'FENCE AND 10.4 FT (3.2 M) WEST OF A CARSONITE WITNESS POST.
 DM4510'
 DM4510'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM4510'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL7633 ***********************************************************************
 DL7633  DESIGNATION -  872 6520 K
 DL7633  PID         -  DL7633
 DL7633  STATE/COUNTY-  FL/PINELLAS
 DL7633  COUNTRY     -  US
 DL7633  USGS QUAD   -  SAINT PETERSBURG (2018)
 DL7633
 DL7633                         *CURRENT SURVEY CONTROL
 DL7633  ______________________________________________________________________
 DL7633* NAD 83(2011) POSITION- 27 45 39.16231(N) 082 37 31.86771(W)   ADJUSTED
 DL7633* NAD 83(2011) ELLIP HT-   -22.953 (meters)        (06/27/12)   ADJUSTED
 DL7633* NAD 83(2011) EPOCH   -  2010.00
 DL7633* NAVD 88 ORTHO HEIGHT -     1.586 (meters)        5.20  (feet) ADJUSTED
 DL7633  ______________________________________________________________________
 DL7633  GEOID HEIGHT    -        -24.543 (meters)                     GEOID18
 DL7633  NAD 83(2011) X  -    724,954.567 (meters)                     COMP
 DL7633  NAD 83(2011) Y  - -5,601,372.598 (meters)                     COMP
 DL7633  NAD 83(2011) Z  -  2,953,071.588 (meters)                     COMP
 DL7633  LAPLACE CORR    -         -1.80  (seconds)                    DEFLEC18
 DL7633  DYNAMIC HEIGHT  -          1.584 (meters)        5.20  (feet) COMP
 DL7633  MODELED GRAVITY -    979,172.4   (mgal)                       NAVD 88
 DL7633
 DL7633  VERT ORDER      -  FIRST     CLASS II
 DL7633
 DL7633  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DL7633  Standards:
 DL7633         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DL7633            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DL7633  -------------------------------------------------------------------
 DL7633  NETWORK    0.54   0.90           0.22   0.22   0.46     -0.03172231
 DL7633  -------------------------------------------------------------------
 DL7633  Click here for local accuracies and other accuracy information.
 DL7633
 DL7633.The horizontal coordinates were established by GPS observations
 DL7633.and adjusted by the National Geodetic Survey in June 2012.
 DL7633
 DL7633.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DL7633.been affixed to the stable North American tectonic plate. See 
 DL7633.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DL7633
 DL7633.The horizontal coordinates are valid at the epoch date displayed above
 DL7633.which is a decimal equivalence of Year/Month/Day.
 DL7633
 DL7633.The orthometric height was determined by differential leveling and
 DL7633.adjusted by the NATIONAL GEODETIC SURVEY
 DL7633.in March 2011.
 DL7633
 DL7633.No vertical observational check was made to the station.
 DL7633
 DL7633.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL7633.GEOID18 height accuracy estimate available here.
 DL7633
 DL7633.Click photographs - Photos may exist for this station.
 DL7633
 DL7633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DL7633
 DL7633.The Laplace correction was computed from DEFLEC18 derived deflections.
 DL7633
 DL7633.The ellipsoidal height was determined by GPS observations
 DL7633.and is referenced to NAD 83.
 DL7633
 DL7633.The dynamic height is computed by dividing the NAVD 88
 DL7633.geopotential number by the normal gravity value computed on the
 DL7633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL7633.degrees latitude (g = 980.6199 gals.).
 DL7633
 DL7633.The modeled gravity was interpolated from observed gravity values.
 DL7633
 DL7633. The following values were computed from the NAD 83(2011) position.
 DL7633
 DL7633;                    North         East     Units Scale Factor Converg.
 DL7633;SPC FL W     -   379,868.460   138,340.447   MT  0.99998809   -0 17 28.9
 DL7633;SPC FL W     - 1,246,285.11    453,871.95   sFT  0.99998809   -0 17 28.9
 DL7633;UTM  17      - 3,071,772.704   339,811.219   MT  0.99991674   -0 45 26.3
 DL7633
 DL7633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DL7633!SPC FL W     -   1.00000361  x   0.99998809  =   0.99999170
 DL7633!UTM  17      -   1.00000361  x   0.99991674  =   0.99992035
 DL7633
 DL7633_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3981171772(NAD 83)
 DL7633
 DL7633                          SUPERSEDED SURVEY CONTROL
 DL7633
 DL7633  NAD 83(2007)-  27 45 39.16242(N)    082 37 31.86827(W) AD(2002.00) B
 DL7633  ELLIP H (04/05/10)  -22.961  (m)                       GP(2002.00) 3 1
 DL7633  NAVD 88               1.60   (m)            5.2    (f) LEVELING    3  
 DL7633
 DL7633.Superseded values are not recommended for survey control.
 DL7633
 DL7633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DL7633.See file dsdata.pdf to determine how the superseded data were derived.
 DL7633
 DL7633_MARKER: F = FLANGE-ENCASED ROD
 DL7633_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DL7633_STAMPING: 6520 K 1998
 DL7633_MARK LOGO: NGS
 DL7633_PROJECTION: RECESSED 5 CENTIMETERS
 DL7633_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL7633_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL7633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL7633+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2009
 DL7633_ROD/PIPE-DEPTH: 13.1 meters
 DL7633_SLEEVE-DEPTH  : 0.9 meters
 DL7633
 DL7633  HISTORY     - Date     Condition        Report By
 DL7633  HISTORY     - 1998     MONUMENTED       NOS
 DL7633  HISTORY     - 20090821 GOOD             FLDEP
 DL7633
 DL7633                          STATION DESCRIPTION
 DL7633
 DL7633'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DL7633'THE MARK IS ABOUT 11.5 MI (18.5 KM) EAST-SOUTHEAST OF SEMINOLE, 9.3 MI
 DL7633'(15.0 KM) SOUTHWEST OF PORT TAMPA, 3.4 MI (5.5 KM) EAST-SOUTHEAST OF
 DL7633'SAINT PETERSBURG, AT THE EAST SIDE OF THE COAST GUARD STATION IN SAINT
 DL7633'PETERSBURG, IN ESTIMATED SECTION 20, TOWNSHIP 31 SOUTH, RANGE 17 EAST.
 DL7633'TO REACH FROM THE POST OFFICE IN SAINT PETERSBURG, GO EAST ON FIRST
 DL7633'AVENUE NORTH FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF FIRST STREET
 DL7633'NORTH.  TURN RIGHT ON FIRST STREET NORTH (BECOMING FIRST STREET
 DL7633'SOUTHEAST) AND GO SOUTH FOR 0.7 MI (1.1 KM) TO ITS END AT THE JUNCTION
 DL7633'OF EIGHTH AVENUE SOUTHEAST (ALSO KNOWN AS NATIONAL AIRLINES STREET
 DL7633'SOUTHEAST).  TURN LEFT ON EIGHTH AVENUE SOUTHEAST AND GO EAST FOR 0.35
 DL7633'MI (0.6 KM) TO THE COAST GUARD STATION ENTRANCE GATE.  CONTINUE EAST
 DL7633'AND SOUTH ON EIGHTH AVENUE SOUTHEAST (BECOMING NATIONAL AIRLINES
 DL7633'STREET SOUTHEAST) FOR 0.2 MI (0.3 KM) TO THE DEAD END CUL DE SAC AND
 DL7633'PARKING AREA AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO
 DL7633'REFUSAL AT A DEPTH OF 43.0 FT (13.1 M) WITH AN NATIONAL GEODETIC
 DL7633'SURVEY LOGO CAP RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL OF THE GROUND
 DL7633'AND LEVEL WITH THE PARKING LOT, THE DATUM POINT IS RECESSED 0.1 FT
 DL7633'(0.0 M) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DL7633'
 DL7633'LOCATED 147.7 FT (45.0 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF
 DL7633'THE POOL HOUSE, 92.9 FT (28.3 M) SOUTH-SOUTHEAST OF THE SOUTHEAST
 DL7633'CORNER OF A PAVED PARKING LOT, 25.0 FT (7.6 M) EAST OF THE EAST EDGE
 DL7633'OF A CONCRETE SIDEWALK, 9.9 FT (3.0 M) WEST OF A CHAIN LINK FENCE AND
 DL7633'9.8 FT (3.0 M) WEST OF A CARSONITE WITNESS POST.
 DL7633'
 DL7633'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DL7633'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM4511 ***********************************************************************
 DM4511  TIDAL BM    -  This is a Tidal Bench Mark.
 DM4511  DESIGNATION -  872 6520 L
 DM4511  PID         -  DM4511
 DM4511  STATE/COUNTY-  FL/PINELLAS
 DM4511  COUNTRY     -  US
 DM4511  USGS QUAD   -  SAINT PETERSBURG (2018)
 DM4511
 DM4511                         *CURRENT SURVEY CONTROL
 DM4511  ______________________________________________________________________
 DM4511* NAD 83(1986) POSITION- 27 45 36.6    (N) 082 37 35.1    (W)   HD_HELD2
 DM4511* NAVD 88 ORTHO HEIGHT -     1.335 (meters)        4.38  (feet) ADJUSTED
 DM4511  ______________________________________________________________________
 DM4511  GEOID HEIGHT    -        -24.541 (meters)                     GEOID18
 DM4511  DYNAMIC HEIGHT  -          1.333 (meters)        4.37  (feet) COMP
 DM4511  MODELED GRAVITY -    979,172.4   (mgal)                       NAVD 88
 DM4511
 DM4511  VERT ORDER      -  FIRST     CLASS II
 DM4511
 DM4511.The horizontal coordinates were established by autonomous hand held GPS
 DM4511.observations and have an estimated accuracy of +/- 10 meters.
 DM4511
 DM4511.The orthometric height was determined by differential leveling and
 DM4511.adjusted by the NATIONAL GEODETIC SURVEY
 DM4511.in March 2011.
 DM4511
 DM4511.No vertical observational check was made to the station.
 DM4511
 DM4511.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM4511.GEOID18 height accuracy estimate available here.
 DM4511
 DM4511.This Tidal Bench Mark is designated as VM 16514
 DM4511.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DM4511
 DM4511.Click photographs - Photos may exist for this station.
 DM4511
 DM4511.The dynamic height is computed by dividing the NAVD 88
 DM4511.geopotential number by the normal gravity value computed on the
 DM4511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM4511.degrees latitude (g = 980.6199 gals.).
 DM4511
 DM4511.The modeled gravity was interpolated from observed gravity values.
 DM4511
 DM4511;                    North         East    Units  Estimated Accuracy
 DM4511;SPC FL W     -   379,790.      138,252.      MT  (+/- 10 meters HH2 GPS)
 DM4511
 DM4511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3972171695(NAD 83)
 DM4511
 DM4511                          SUPERSEDED SURVEY CONTROL
 DM4511
 DM4511.No superseded survey control is available for this station.
 DM4511
 DM4511_MARKER: DB = BENCH MARK DISK
 DM4511_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM4511_SP_SET: SEAWALL
 DM4511_STAMPING: 6520 L 200T
 DM4511_MARK LOGO: NOS
 DM4511_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM4511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM4511+STABILITY: SURFACE MOTION
 DM4511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM4511+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2009
 DM4511
 DM4511  HISTORY     - Date     Condition        Report By
 DM4511  HISTORY     - 2001     MONUMENTED       NOS
 DM4511  HISTORY     - 20090821 GOOD             FLDEP
 DM4511
 DM4511                          STATION DESCRIPTION
 DM4511
 DM4511'DESCRIBED BY FL DEPT OF ENV PRO 2009 (BPJ)
 DM4511'THE MARK IS ABOUT 11.5 MI (18.5 KM) EAST-SOUTHEAST OF SEMINOLE, 9.4 MI
 DM4511'(15.1 KM) SOUTHWEST OF PORT TAMPA, 3.3 MI (5.3 KM) EAST-SOUTHEAST OF
 DM4511'SAINT PETERSBURG, AT THE SOUTHWEST SIDE OF THE COAST GUARD STATION IN
 DM4511'SAINT PETERSBURG, IN ESTIMATED SECTION 20, TOWNSHIP 31 SOUTH, RANGE 17
 DM4511'EAST.
 DM4511'
 DM4511'TO REACH FROM THE POST OFFICE IN SAINT PETERSBURG, GO EAST ON FIRST
 DM4511'AVENUE NORTH FOR 0.3 MI (0.5 KM) TO THE INTERSECTION OF FIRST STREET
 DM4511'NORTH.  TURN RIGHT ON FIRST STREET NORTH (BECOMING FIRST STREET
 DM4511'SOUTHEAST) AND GO SOUTH FOR 0.7 MI (1.1 KM) TO ITS END AT THE JUNCTION
 DM4511'OF EIGHTH AVENUE SOUTHEAST (ALSO KNOWN AS NATIONAL AIRLINES STREET
 DM4511'SOUTHEAST).  TURN LEFT ON EIGHTH AVENUE SOUTHEAST AND GO EAST FOR 0.35
 DM4511'MI (0.6 KM) TO THE COAST GUARD STATION ENTRANCE GATE.  CONTINUE EAST
 DM4511'AND SOUTH ON EIGHTH AVENUE SOUTHEAST (BECOMING NATIONAL AIRLINES
 DM4511'STREET SOUTHEAST) FOR 0.2 MI (0.3 KM) TO THE DEAD END CUL DE SAC AND
 DM4511'PARKING AREA AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF A
 DM4511'CONCRETE SEAWALL.
 DM4511'
 DM4511'LOCATED 125.3 FT (38.2 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 DM4511'BUILDING U-14, 99.7 FT (30.4 M) WEST OF THE WEST FACE OF THE
 DM4511'WINDJAMMER BUILDING AND 1.3 FT (0.4 M) EAST OF THE WEST EDGE OF A
 DM4511'CONCRETE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5288 ***********************************************************************
 AG5288  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5288  DESIGNATION -  872 6520 TIDAL 15
 AG5288  PID         -  AG5288
 AG5288  STATE/COUNTY-  FL/PINELLAS
 AG5288  COUNTRY     -  US
 AG5288  USGS QUAD   -  PORT TAMPA (2018)
 AG5288
 AG5288                         *CURRENT SURVEY CONTROL
 AG5288  ______________________________________________________________________
 AG5288* NAD 83(1986) POSITION- 27 46 25.     (N) 082 37 21.     (W)   SCALED
 AG5288* NAVD 88 ORTHO HEIGHT -     2.333 (meters)        7.65  (feet) ADJUSTED
 AG5288  ______________________________________________________________________
 AG5288  GEOID HEIGHT    -        -24.563 (meters)                     GEOID18
 AG5288  DYNAMIC HEIGHT  -          2.329 (meters)        7.64  (feet) COMP
 AG5288  MODELED GRAVITY -    979,173.6   (mgal)                       NAVD 88
 AG5288
 AG5288  VERT ORDER      -  FIRST     CLASS I
 AG5288
 AG5288.The horizontal coordinates were scaled from a map and have
 AG5288.an estimated accuracy of +/- 6 seconds.
 AG5288
 AG5288.The orthometric height was determined by differential leveling and
 AG5288.adjusted by the NATIONAL GEODETIC SURVEY
 AG5288.in June 1991.
 AG5288
 AG5288.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5288.GEOID18 height accuracy estimate available here.
 AG5288
 AG5288.This Tidal Bench Mark is designated as VM 1418
 AG5288.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG5288
 AG5288.Click photographs - Photos may exist for this station.
 AG5288
 AG5288.The dynamic height is computed by dividing the NAVD 88
 AG5288.geopotential number by the normal gravity value computed on the
 AG5288.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5288.degrees latitude (g = 980.6199 gals.).
 AG5288
 AG5288.The modeled gravity was interpolated from observed gravity values.
 AG5288
 AG5288;                    North         East    Units  Estimated Accuracy
 AG5288;SPC FL W     -   381,280.      138,650.      MT  (+/- 180 meters Scaled)
 AG5288
 AG5288_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL401731(NAD 83)
 AG5288
 AG5288                          SUPERSEDED SURVEY CONTROL
 AG5288
 AG5288  NGVD 29 (??/??/92)    2.601  (m)            8.53   (f) ADJ UNCH    1 1
 AG5288
 AG5288.Superseded values are not recommended for survey control.
 AG5288
 AG5288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5288.See file dsdata.pdf to determine how the superseded data were derived.
 AG5288
 AG5288_MARKER: DB = BENCH MARK DISK
 AG5288_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG5288_SP_SET: SIDEWALK
 AG5288_STAMPING: NO 15 1953
 AG5288_MARK LOGO: CGS
 AG5288_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5288
 AG5288  HISTORY     - Date     Condition        Report By
 AG5288  HISTORY     - 1953     MONUMENTED       CGS
 AG5288  HISTORY     - 1966     GOOD             CGS
 AG5288  HISTORY     - 1975     GOOD             NGS
 AG5288  HISTORY     - 1982     GOOD             FLDNR
 AG5288  HISTORY     - 19970226 MARK NOT FOUND   USPSQD
 AG5288  HISTORY     - 20030226 MARK NOT FOUND   USPSQD
 AG5288
 AG5288                          STATION DESCRIPTION
 AG5288
 AG5288'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG5288'AT ST PETERSBURG.
 AG5288'AT ST. PETERSBURG, AT THE MUNICIPAL PIER, 0.5 FOOT EAST OF THE
 AG5288'EAST END OF THE SOUTH CONCRETE GUARD RAIL ALONG THE SOUTH SIDE
 AG5288'OF 2ND AVENUE NE., 26 FEET NORTHWEST OF HEAD OF STEPS LEADING
 AG5288'DOWN TO LANDING AND C AND GS TIDE HOUSE AT THE SOUTHWEST CORNER
 AG5288'OF THE PIER, 20.9 FEET NORTH OF THE NORTHWEST CORNER OF THE TIDE
 AG5288'HOUSE, ABOUT LEVEL WITH THE AVENUE AND IN THE TOP OF THE CONCRETE
 AG5288'SIDEWALK.
 AG5288
 AG5288                          STATION RECOVERY (1975)
 AG5288
 AG5288'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 AG5288'RECOVERED IN GOOD CONDITION.
 AG5288
 AG5288                          STATION RECOVERY (1982)
 AG5288
 AG5288'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5288'RECOVERED IN GOOD CONDITION.
 AG5288
 AG5288                          STATION RECOVERY (1997)
 AG5288
 AG5288'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG5288'MARK NOT FOUND.
 AG5288
 AG5288                          STATION RECOVERY (2003)
 AG5288
 AG5288'RECOVERY NOTE BY US POWER SQUADRON 2003 (SIT)
 AG5288'AREA HAS BEEN RENOVATED.  WALKWAY OF AREA DESCRIBED HAS BEEN COVERED
 AG5288'WITH A LAYER OF BRICKS.  MARK WOULD BE UNDER THESE BRICKS, AND COULD
 AG5288'NOT BE LOCATED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5313 ***********************************************************************
 AG5313  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5313  DESIGNATION -  872 6520 TIDAL 4
 AG5313  PID         -  AG5313
 AG5313  STATE/COUNTY-  FL/PINELLAS
 AG5313  COUNTRY     -  US
 AG5313  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG5313
 AG5313                         *CURRENT SURVEY CONTROL
 AG5313  ______________________________________________________________________
 AG5313* NAD 83(1986) POSITION- 27 46 24.     (N) 082 37 52.     (W)   SCALED
 AG5313* NAVD 88 ORTHO HEIGHT -     1.194 (meters)        3.92  (feet) ADJUSTED
 AG5313  ______________________________________________________________________
 AG5313  GEOID HEIGHT    -        -24.548 (meters)                     GEOID18
 AG5313  DYNAMIC HEIGHT  -          1.192 (meters)        3.91  (feet) COMP
 AG5313  MODELED GRAVITY -    979,173.9   (mgal)                       NAVD 88
 AG5313
 AG5313  VERT ORDER      -  FIRST     CLASS II
 AG5313
 AG5313.The horizontal coordinates were scaled from a map and have
 AG5313.an estimated accuracy of +/- 6 seconds.
 AG5313
 AG5313.The orthometric height was determined by differential leveling and
 AG5313.adjusted by the NATIONAL GEODETIC SURVEY
 AG5313.in June 1991.
 AG5313
 AG5313.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5313.GEOID18 height accuracy estimate available here.
 AG5313
 AG5313.This Tidal Bench Mark is designated as VM 1412
 AG5313.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG5313
 AG5313.Click photographs - Photos may exist for this station.
 AG5313
 AG5313.The dynamic height is computed by dividing the NAVD 88
 AG5313.geopotential number by the normal gravity value computed on the
 AG5313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5313.degrees latitude (g = 980.6199 gals.).
 AG5313
 AG5313.The modeled gravity was interpolated from observed gravity values.
 AG5313
 AG5313;                    North         East    Units  Estimated Accuracy
 AG5313;SPC FL W     -   381,250.      137,800.      MT  (+/- 180 meters Scaled)
 AG5313
 AG5313_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL392731(NAD 83)
 AG5313
 AG5313                          SUPERSEDED SURVEY CONTROL
 AG5313
 AG5313  NGVD 29 (??/??/92)    1.462  (m)            4.80   (f) ADJ UNCH    1 2
 AG5313
 AG5313.Superseded values are not recommended for survey control.
 AG5313
 AG5313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5313.See file dsdata.pdf to determine how the superseded data were derived.
 AG5313
 AG5313_MARKER: DB = BENCH MARK DISK
 AG5313_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG5313_SP_SET: BULKHEAD
 AG5313_STAMPING: NO 4 1925
 AG5313_MARK LOGO: CGS
 AG5313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5313+STABILITY: SURFACE MOTION
 AG5313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG5313+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2003
 AG5313
 AG5313  HISTORY     - Date     Condition        Report By
 AG5313  HISTORY     - 1925     MONUMENTED       CGS
 AG5313  HISTORY     - 1949     GOOD             CGS
 AG5313  HISTORY     - 1966     MARK NOT FOUND   CGS
 AG5313  HISTORY     - 1982     GOOD             FLDNR
 AG5313  HISTORY     - 19970226 MARK NOT FOUND   USPSQD
 AG5313  HISTORY     - 20030221 GOOD             USPSQD
 AG5313
 AG5313                          STATION DESCRIPTION
 AG5313
 AG5313'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 AG5313'AT ST PETERSBURG.
 AG5313'AT ST. PETERSBURG, AT THE ENTRANCE TO THE CENTRAL YACHT BASIN,
 AG5313'2 FEET NORTHWEST OF THE FIRST BEND IN THE BULKHEAD, NORTH OF
 AG5313'THE INSIDE OF THE ENTRANCE, AND IN THE TOP OF THE NORTH WALL.
 AG5313'A STANDARD DISK, STAMPED NO 4 1925.
 AG5313
 AG5313                          STATION RECOVERY (1966)
 AG5313
 AG5313'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AG5313'MARK NOT FOUND.
 AG5313
 AG5313                          STATION RECOVERY (1982)
 AG5313
 AG5313'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5313'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT ADD
 AG5313'MARK IS 27 FEET WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH
 AG5313'EXTENSION OF THE SENIOR CITIZENS CENTER DANCE HALL.
 AG5313
 AG5313                          STATION RECOVERY (1997)
 AG5313
 AG5313'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG5313'MARK NOT FOUND.
 AG5313
 AG5313                          STATION RECOVERY (2003)
 AG5313
 AG5313'RECOVERY NOTE BY US POWER SQUADRON 2003 (KEL)
 AG5313'SENIOR CITIZENS DANCE HALL DEMOLISHED.
 AG5313'STATION MARK LOCATED 5 FEET 8 INCHES NORTH OF MONUMENT DEDICATED TO
 AG5313'WORLDS FIRST SCHEDULED AIR SCHEDULED AIRLINE.  68 FEET 2 INCHES SOUTH
 AG5313'OF BROWN TWO LAMP LIGHT POLE LEADING TO MUNICIPAL PIER.  29 FEET FROM
 AG5313'SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5303 ***********************************************************************
 AG5303  DESIGNATION -  872 6520 TIDAL 7
 AG5303  PID         -  AG5303
 AG5303  STATE/COUNTY-  FL/PINELLAS
 AG5303  COUNTRY     -  US
 AG5303  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG5303
 AG5303                         *CURRENT SURVEY CONTROL
 AG5303  ______________________________________________________________________
 AG5303* NAD 83(1986) POSITION- 27 46 16.     (N) 082 38 07.     (W)   SCALED
 AG5303* NAVD 88 ORTHO HEIGHT -     5.947 (meters)       19.51  (feet) ADJUSTED
 AG5303  ______________________________________________________________________
 AG5303  GEOID HEIGHT    -        -24.539 (meters)                     GEOID18
 AG5303  DYNAMIC HEIGHT  -          5.938 (meters)       19.48  (feet) COMP
 AG5303  MODELED GRAVITY -    979,173.9   (mgal)                       NAVD 88
 AG5303
 AG5303  VERT ORDER      -  FIRST     CLASS I
 AG5303
 AG5303.The horizontal coordinates were scaled from a map and have
 AG5303.an estimated accuracy of +/- 6 seconds.
 AG5303
 AG5303.The orthometric height was determined by differential leveling and
 AG5303.adjusted by the NATIONAL GEODETIC SURVEY
 AG5303.in June 1991.
 AG5303
 AG5303.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5303.GEOID18 height accuracy estimate available here.
 AG5303
 AG5303.Click photographs - Photos may exist for this station.
 AG5303
 AG5303.The dynamic height is computed by dividing the NAVD 88
 AG5303.geopotential number by the normal gravity value computed on the
 AG5303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5303.degrees latitude (g = 980.6199 gals.).
 AG5303
 AG5303.The modeled gravity was interpolated from observed gravity values.
 AG5303
 AG5303;                    North         East    Units  Estimated Accuracy
 AG5303;SPC FL W     -   381,010.      137,380.      MT  (+/- 180 meters Scaled)
 AG5303
 AG5303_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL388729(NAD 83)
 AG5303
 AG5303                          SUPERSEDED SURVEY CONTROL
 AG5303
 AG5303  NGVD 29 (??/??/92)    6.214  (m)           20.39   (f) ADJ UNCH    1 1
 AG5303
 AG5303.Superseded values are not recommended for survey control.
 AG5303
 AG5303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5303.See file dsdata.pdf to determine how the superseded data were derived.
 AG5303
 AG5303_MARKER: X = CHISELED CROSS
 AG5303_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG5303_SP_SET: STEP
 AG5303_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5303
 AG5303  HISTORY     - Date     Condition        Report By
 AG5303  HISTORY     - UNK      MONUMENTED       CGS
 AG5303  HISTORY     - 1966     GOOD             CGS
 AG5303  HISTORY     - 1974     MARK NOT FOUND   LOCSUR
 AG5303
 AG5303                          STATION DESCRIPTION
 AG5303
 AG5303'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG5303'AT ST PETERSBURG.
 AG5303'AT ST. PETERSBURG, ALONG CENTRAL AVENUE NEAR THE INTERSECTION
 AG5303'OF 2ND STREET SOUTH, 27.0 FEET EAST OF THE EAST CURB OF THE
 AG5303'STREET, 20.0 FEET SOUTH OF THE SOUTH CURB OF THE AVENUE, AT THE
 AG5303'ENTRANCE TO THE NATIONAL HEARING AID SHOP WHICH IS IN THE FIRST
 AG5303'FLOOR OF THE SAVOY HOTEL, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 AG5303'AVENUE AND IS A 1 1/2-INCH CHISELED CROSS ON TOP OF THE NORTHEAST
 AG5303'CORNER OF THE GRANITE STEP TO THE SHOP WITH THE LETTERS USBM
 AG5303'CUT IN IT.
 AG5303
 AG5303                          STATION RECOVERY (1974)
 AG5303
 AG5303'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 AG5303'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5439 ***********************************************************************
 AG5439  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5439  DESIGNATION -  872 6533 TIDAL 5
 AG5439  PID         -  AG5439
 AG5439  STATE/COUNTY-  FL/PINELLAS
 AG5439  COUNTRY     -  US
 AG5439  USGS QUAD   -  SEMINOLE (2018)
 AG5439
 AG5439                         *CURRENT SURVEY CONTROL
 AG5439  ______________________________________________________________________
 AG5439* NAD 83(1986) POSITION- 27 47 07.     (N) 082 46 54.     (W)   SCALED
 AG5439* NAVD 88 ORTHO HEIGHT -     1.967 (meters)        6.45  (feet) ADJUSTED
 AG5439  ______________________________________________________________________
 AG5439  GEOID HEIGHT    -        -24.347 (meters)                     GEOID18
 AG5439  DYNAMIC HEIGHT  -          1.964 (meters)        6.44  (feet) COMP
 AG5439  MODELED GRAVITY -    979,178.0   (mgal)                       NAVD 88
 AG5439
 AG5439  VERT ORDER      -  SECOND    CLASS I
 AG5439
 AG5439.The horizontal coordinates were scaled from a map and have
 AG5439.an estimated accuracy of +/- 6 seconds.
 AG5439
 AG5439.The orthometric height was determined by differential leveling and
 AG5439.adjusted by the NATIONAL GEODETIC SURVEY
 AG5439.in June 1991.
 AG5439
 AG5439.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5439.GEOID18 height accuracy estimate available here.
 AG5439
 AG5439.This Tidal Bench Mark is designated as VM 6542
 AG5439.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG5439
 AG5439.Click photographs - Photos may exist for this station.
 AG5439
 AG5439.The dynamic height is computed by dividing the NAVD 88
 AG5439.geopotential number by the normal gravity value computed on the
 AG5439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5439.degrees latitude (g = 980.6199 gals.).
 AG5439
 AG5439.The modeled gravity was interpolated from observed gravity values.
 AG5439
 AG5439;                    North         East    Units  Estimated Accuracy
 AG5439;SPC FL W     -   382,660.      122,970.      MT  (+/- 180 meters Scaled)
 AG5439
 AG5439_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL244746(NAD 83)
 AG5439
 AG5439                          SUPERSEDED SURVEY CONTROL
 AG5439
 AG5439  NGVD 29 (??/??/92)    2.239  (m)            7.35   (f) ADJ UNCH    2 1
 AG5439
 AG5439.Superseded values are not recommended for survey control.
 AG5439
 AG5439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5439.See file dsdata.pdf to determine how the superseded data were derived.
 AG5439
 AG5439_MARKER: DB = BENCH MARK DISK
 AG5439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG5439_STAMPING: BM NO 5 1951
 AG5439_MARK LOGO: CGS
 AG5439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5439+STABILITY: SURFACE MOTION
 AG5439
 AG5439  HISTORY     - Date     Condition        Report By
 AG5439  HISTORY     - 1951     MONUMENTED       CGS
 AG5439  HISTORY     - 1975     GOOD             FLDT
 AG5439  HISTORY     - 1982     GOOD             FLDNR
 AG5439  HISTORY     - 20170320 MARK NOT FOUND   NGS
 AG5439
 AG5439                          STATION DESCRIPTION
 AG5439
 AG5439'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG5439'AT MADEIRA BEACH.
 AG5439'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG5439'AND MADEIRA BEACH CAUSEWAY (S.R. 699), RUN SOUTHERLY ALONG GULF
 AG5439'BLVD. FOR 1.55 MILE TO THE INTERSECTION OF 129TH AVE. W.  TURN
 AG5439'LEFT, RUN 0.1 MILE E. ON 129TH AVE. W. TO THE INTERSECTION OF
 AG5439'GULF BLVD. E.  TURN RIGHT, RUN SOUTHERLY ALONG GULF BLVD. E. FOR
 AG5439'281 FT. TO THE INTERSECTION OF 128TH AVE. E.  STATION IS 60 FT.
 AG5439'S. OF 128TH AVE. E., 30 FT. W. OF GULF BLVD. E., 1.5 FT. W. OF
 AG5439'THE BACK OF THE W. CURB OF OLD JOHNS PASS BRIDGE.  SET IN TOP
 AG5439'OF A CONCRETE POST THAT IS 0.5 FOOT ABOVE GROUND.  T31S, R15E.
 AG5439
 AG5439                          STATION RECOVERY (1982)
 AG5439
 AG5439'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5439'RECOVERED IN GOOD CONDITION.
 AG5439
 AG5439                          STATION RECOVERY (2017)
 AG5439
 AG5439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (JFC)
 AG5439'MARK NOT FOUND,LANDMARKS NOT FOUND,AREA WAS REBUILT AFTER THE NEW
 AG5439'BASCULE BRIDGE WAS CONSTRUCTED IN 2010
 AG5439'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6385 ***********************************************************************
 AG6385  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6385  DESIGNATION -  872 6537 A TIDAL
 AG6385  PID         -  AG6385
 AG6385  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6385  COUNTRY     -  US
 AG6385  USGS QUAD   -  GIBSONTON (2018)
 AG6385
 AG6385                         *CURRENT SURVEY CONTROL
 AG6385  ______________________________________________________________________
 AG6385* NAD 83(1986) POSITION- 27 47 06.     (N) 082 25 34.     (W)   SCALED
 AG6385* NAVD 88 ORTHO HEIGHT -     2.466 (meters)        8.09  (feet) ADJUSTED
 AG6385  ______________________________________________________________________
 AG6385  GEOID HEIGHT    -        -24.874 (meters)                     GEOID18
 AG6385  DYNAMIC HEIGHT  -          2.462 (meters)        8.08  (feet) COMP
 AG6385  MODELED GRAVITY -    979,167.1   (mgal)                       NAVD 88
 AG6385
 AG6385  VERT ORDER      -  SECOND    CLASS I
 AG6385
 AG6385.The horizontal coordinates were scaled from a map and have
 AG6385.an estimated accuracy of +/- 6 seconds.
 AG6385
 AG6385.The orthometric height was determined by differential leveling and
 AG6385.adjusted by the NATIONAL GEODETIC SURVEY
 AG6385.in June 1991.
 AG6385
 AG6385.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6385.GEOID18 height accuracy estimate available here.
 AG6385
 AG6385.This Tidal Bench Mark is designated as VM 11499
 AG6385.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6385
 AG6385.Click photographs - Photos may exist for this station.
 AG6385
 AG6385.The dynamic height is computed by dividing the NAVD 88
 AG6385.geopotential number by the normal gravity value computed on the
 AG6385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6385.degrees latitude (g = 980.6199 gals.).
 AG6385
 AG6385.The modeled gravity was interpolated from observed gravity values.
 AG6385
 AG6385;                    North         East    Units  Estimated Accuracy
 AG6385;SPC FL W     -   382,460.      158,010.      MT  (+/- 180 meters Scaled)
 AG6385
 AG6385_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL594742(NAD 83)
 AG6385
 AG6385                          SUPERSEDED SURVEY CONTROL
 AG6385
 AG6385.No superseded survey control is available for this station.
 AG6385
 AG6385_MARKER: DB = BENCH MARK DISK
 AG6385_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG6385_SP_SET: SIDEWALK
 AG6385_STAMPING: 6537 A 1976
 AG6385_MARK LOGO: NOS
 AG6385_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6385_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6385+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 AG6385
 AG6385  HISTORY     - Date     Condition        Report By
 AG6385  HISTORY     - 1976     MONUMENTED       NGS
 AG6385  HISTORY     - 1982     GOOD             FLDNR
 AG6385  HISTORY     - 1990     GOOD             USPSQD
 AG6385  HISTORY     - 19900417 GOOD             FLDNR
 AG6385
 AG6385                          STATION DESCRIPTION
 AG6385
 AG6385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6385'IN APOLLO BEACH.
 AG6385'MARK WAS SET IN A CONCRETE SIDEWALK NEAR THE NORTHWEST CORNER OF THE
 AG6385'HOLIDAY INN OFF OF APOLLO BEACH.  MARK IS LOCATED AT THE HOLIDAY INN
 AG6385'AT THE END OF APOLLO BOULEVARD ON SURF SIDE BOULEVARD NEAR THE
 AG6385'NORTHWEST CORNER OF THE NORTH BUILDING NEAR THE CONCRETE BULKHEAD ON
 AG6385'TAMPA BAY, 28.2 FEET EAST OF THE NORTHWEST SIDE OF THE BUILDING.
 AG6385
 AG6385                          STATION RECOVERY (1982)
 AG6385
 AG6385'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6385'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6385'IN APOLLO BEACH, AT THE END OF APOLLO BOULEVARD ON SURFSIDE
 AG6385'BOULEVARD, AT THE HOLIDAY INN MOTEL,
 AG6385'28.2 FEET EAST OF THE NORTHWEST CORNER OF THE MOTEL, 32.8
 AG6385'FEET SOUTH OF THE CENTERLINE OF THE NORTH PARKING LOT, AND
 AG6385'IS SET IN THE HALLWAY SIDEWALK.
 AG6385
 AG6385                          STATION RECOVERY (1990)
 AG6385
 AG6385'RECOVERY NOTE BY US POWER SQUADRON 1990 (HC)
 AG6385'RECOVERED IN GOOD CONDITION.
 AG6385
 AG6385                          STATION RECOVERY (1990)
 AG6385
 AG6385'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6385'LOCATED IN APOLLO BEACH.  TO REACH THE BENCH MARK FROM THE POST
 AG6385'OFFICE IN GIBSONTON, HILLSBOROUGH COUNTY, FL.  GO SOUTH ON U.S.
 AG6385'HIGHWAY 41 9.0 MI (14.48 KM) TO APOLLO BLVD, TURN RIGHT GO WEST ON
 AG6385'APOLLO BLVD 2.3 MI (3.70 KM) TO THE JUNCTION OF SURFSIDE BLVD AND THE
 AG6385'HOLIDAY INN MOTEL, CONTINUE INTO THE HOLIDAY INN MOTEL PARKING LOT,
 AG6385'THE MARK IS LOCATED IN A CONCRETE SIDEWALK NEAR THE NORTHWEST CORNER
 AG6385'OF THE HOLIDAY INN MOTEL, 37.3 FT (11.37 M) SOUTHEAST OF THE SEAWALL,
 AG6385'4.3 FT (1.31 M) SOUTHWEST OF THE PARKING LOT CURB, 0.7 FT (0.21 M)
 AG6385'SOUTHEAST OF THE MOTEL AND IS SET IN THE SIDEWALK AT THE NORTHWEST
 AG6385'EDGE OF A BREEZEWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6386 ***********************************************************************
 AG6386  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6386  DESIGNATION -  872 6537 B TIDAL
 AG6386  PID         -  AG6386
 AG6386  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6386  COUNTRY     -  US
 AG6386  USGS QUAD   -  GIBSONTON (2018)
 AG6386
 AG6386                         *CURRENT SURVEY CONTROL
 AG6386  ______________________________________________________________________
 AG6386* NAD 83(1986) POSITION- 27 47 04.     (N) 082 25 32.     (W)   SCALED
 AG6386* NAVD 88 ORTHO HEIGHT -     2.357 (meters)        7.73  (feet) ADJUSTED
 AG6386  ______________________________________________________________________
 AG6386  GEOID HEIGHT    -        -24.874 (meters)                     GEOID18
 AG6386  DYNAMIC HEIGHT  -          2.353 (meters)        7.72  (feet) COMP
 AG6386  MODELED GRAVITY -    979,167.0   (mgal)                       NAVD 88
 AG6386
 AG6386  VERT ORDER      -  SECOND    CLASS I
 AG6386
 AG6386.The horizontal coordinates were scaled from a map and have
 AG6386.an estimated accuracy of +/- 6 seconds.
 AG6386
 AG6386.The orthometric height was determined by differential leveling and
 AG6386.adjusted by the NATIONAL GEODETIC SURVEY
 AG6386.in June 1991.
 AG6386
 AG6386.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6386.GEOID18 height accuracy estimate available here.
 AG6386
 AG6386.This Tidal Bench Mark is designated as VM 11500
 AG6386.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6386
 AG6386.Click photographs - Photos may exist for this station.
 AG6386
 AG6386.The dynamic height is computed by dividing the NAVD 88
 AG6386.geopotential number by the normal gravity value computed on the
 AG6386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6386.degrees latitude (g = 980.6199 gals.).
 AG6386
 AG6386.The modeled gravity was interpolated from observed gravity values.
 AG6386
 AG6386;                    North         East    Units  Estimated Accuracy
 AG6386;SPC FL W     -   382,400.      158,060.      MT  (+/- 180 meters Scaled)
 AG6386
 AG6386_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL595741(NAD 83)
 AG6386
 AG6386                          SUPERSEDED SURVEY CONTROL
 AG6386
 AG6386.No superseded survey control is available for this station.
 AG6386
 AG6386_MARKER: DB = BENCH MARK DISK
 AG6386_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG6386_SP_SET: CONCRETE LIGHTPOST FOOTING
 AG6386_STAMPING: 6537 B 1976
 AG6386_MARK LOGO: NOS
 AG6386_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6386+STABILITY: SURFACE MOTION
 AG6386_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6386+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 AG6386
 AG6386  HISTORY     - Date     Condition        Report By
 AG6386  HISTORY     - 1976     MONUMENTED       NGS
 AG6386  HISTORY     - 1982     GOOD             FLDNR
 AG6386  HISTORY     - 1990     GOOD             USPSQD
 AG6386  HISTORY     - 19900417 GOOD             FLDNR
 AG6386
 AG6386                          STATION DESCRIPTION
 AG6386
 AG6386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6386'IN APOLLO BEACH.
 AG6386'MARK IS SET IN A CONCRETE BASE OF A LIGHT POLE NORTHEAST OF THE MAIN
 AG6386'ENTRANCE TO THE HOLIDAY INN, IN THE MAIN PARKING LOT.
 AG6386
 AG6386                          STATION RECOVERY (1982)
 AG6386
 AG6386'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6386'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6386'IN APOLLO BEACH, AT THE END OF APOLLO BOULEVARD ON SURFSIDE
 AG6386'BOULEVARD, AT THE HOLIDAY INN MOTEL, THE MARK BEARS
 AG6386'34.8 FEET WEST OF THE CENTERLINE OF SURFSIDE BOULEVARD, AND 67.7
 AG6386'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE MOTEL
 AG6386'RESTAURANT.
 AG6386
 AG6386                          STATION RECOVERY (1990)
 AG6386
 AG6386'RECOVERY NOTE BY US POWER SQUADRON 1990 (EC)
 AG6386'RECOVERED IN GOOD CONDITION.
 AG6386
 AG6386                          STATION RECOVERY (1990)
 AG6386
 AG6386'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6386'LOCATED IN APOLLO BEACH.  TO REACH THE BENCH MARK FROM THE POST
 AG6386'OFFICE IN GIBSONTON, HILLSBOROUGH COUNTY FL.GO SOUTH ON U.S. HIGHWAY
 AG6386'41, 9.0 MI (14.48 KM) TO APOLLO BLVD, TURN RIGHT GO WEST ON APOLLO
 AG6386'BLVD 2.3 MI (3.70 KM) TO THE JUNCTION OF SURFSIDE BLVD AND APOLLO
 AG6386'BLVD.  AT THE HOLIDAY INN MOTEL, CONTINUE INTO THE HOLIDAY INN MOTEL
 AG6386'PARKING LOT, THE MARK IS LOCATED IN A CONCRETE FOUNDATION FOR A LIGHT
 AG6386'POLE.  261.0 FT (79.55 M) NORTHEAST OF BENCH MARK 6537 B, 37.8 FT
 AG6386'(11.52 M) NORTHWEST OF THE CENTERLINE OF SURFSIDE BLVD, 75.8 FT
 AG6386'(23.10 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE HOLIDAY INN MOTEL,
 AG6386'2.0 FT (0.61 M) ABOVE THE PAVEMENT AND IN THE NORTHEAST CORNER OF THE
 AG6386'CONCRETE FOUNDATION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6387 ***********************************************************************
 AG6387  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6387  DESIGNATION -  872 6537 C TIDAL
 AG6387  PID         -  AG6387
 AG6387  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6387  COUNTRY     -  US
 AG6387  USGS QUAD   -  GIBSONTON (2018)
 AG6387
 AG6387                         *CURRENT SURVEY CONTROL
 AG6387  ______________________________________________________________________
 AG6387* NAD 83(1986) POSITION- 27 47 02.     (N) 082 25 35.     (W)   SCALED
 AG6387* NAVD 88 ORTHO HEIGHT -     2.566 (meters)        8.42  (feet) ADJUSTED
 AG6387  ______________________________________________________________________
 AG6387  GEOID HEIGHT    -        -24.873 (meters)                     GEOID18
 AG6387  DYNAMIC HEIGHT  -          2.562 (meters)        8.41  (feet) COMP
 AG6387  MODELED GRAVITY -    979,167.0   (mgal)                       NAVD 88
 AG6387
 AG6387  VERT ORDER      -  SECOND    CLASS I
 AG6387
 AG6387.The horizontal coordinates were scaled from a map and have
 AG6387.an estimated accuracy of +/- 6 seconds.
 AG6387
 AG6387.The orthometric height was determined by differential leveling and
 AG6387.adjusted by the NATIONAL GEODETIC SURVEY
 AG6387.in March 1995.
 AG6387
 AG6387.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6387.GEOID18 height accuracy estimate available here.
 AG6387
 AG6387.This Tidal Bench Mark is designated as VM 11501
 AG6387.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6387
 AG6387.Click photographs - Photos may exist for this station.
 AG6387
 AG6387.The dynamic height is computed by dividing the NAVD 88
 AG6387.geopotential number by the normal gravity value computed on the
 AG6387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6387.degrees latitude (g = 980.6199 gals.).
 AG6387
 AG6387.The modeled gravity was interpolated from observed gravity values.
 AG6387
 AG6387;                    North         East    Units  Estimated Accuracy
 AG6387;SPC FL W     -   382,330.      157,980.      MT  (+/- 180 meters Scaled)
 AG6387
 AG6387_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL594740(NAD 83)
 AG6387
 AG6387                          SUPERSEDED SURVEY CONTROL
 AG6387
 AG6387  NAVD 88 (06/15/91)    2.571  (m)            8.44   (f) SUPERSEDED  2 1
 AG6387
 AG6387.Superseded values are not recommended for survey control.
 AG6387
 AG6387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6387.See file dsdata.pdf to determine how the superseded data were derived.
 AG6387
 AG6387_MARKER: DB = BENCH MARK DISK
 AG6387_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AG6387_SP_SET: CONCRETE LIGHTPOST FOOTING
 AG6387_STAMPING: 6537 C 1976
 AG6387_MARK LOGO: NOS
 AG6387_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6387+STABILITY: SURFACE MOTION
 AG6387_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6387+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 AG6387
 AG6387  HISTORY     - Date     Condition        Report By
 AG6387  HISTORY     - 1976     MONUMENTED       NGS
 AG6387  HISTORY     - 1982     GOOD             FLDNR
 AG6387  HISTORY     - 1990     GOOD             USPSQD
 AG6387  HISTORY     - 19900417 GOOD             FLDNR
 AG6387
 AG6387                          STATION DESCRIPTION
 AG6387
 AG6387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6387'IN APOLLO BEACH.
 AG6387'MARK WAS SET IN THE NORTHEAST CORNER OF A CONCRETE LIGHT POLE IN THE
 AG6387'MAIN PARKING AREA OF THE HOLIDAY INN IN APOLLO BEACH, SOUTHEAST OF THE
 AG6387'MAIN ENTRANCE TO THE MOTEL.
 AG6387
 AG6387                          STATION RECOVERY (1982)
 AG6387
 AG6387'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6387'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6387'IN APOLLO BEACH, AT THE END OF APOLLO BOULEVARD ON SURFSIDE
 AG6387'BOULEVARD, AT THE HOLIDAY INN MOTEL, THE
 AG6387'MARK BEARS 36.4 FEET WEST OF THE CENTERLINE OF
 AG6387'SURFSIDE BOULEVARD AND 72.25 FEET SOUTH-SOUTHEAST OF
 AG6387'THE SOUTHEAST CORNER OF THE MOTEL RESTAURANT.
 AG6387
 AG6387                          STATION RECOVERY (1990)
 AG6387
 AG6387'RECOVERY NOTE BY US POWER SQUADRON 1990 (HC)
 AG6387'RECOVERED IN GOOD CONDITION.
 AG6387
 AG6387                          STATION RECOVERY (1990)
 AG6387
 AG6387'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6387'LOCATED IN APOLLO BEACH.  TO REACH THE BENCH MARK FROM THE POST
 AG6387'OFFICE IN GIBSONTON, HILLSBOROUGH COUNTY FL.  GO SOUTH ON U.S.
 AG6387'HIGHWAY 41 9.0 MI (14.48 KM) TO APOLLO BLVD, TURN RIGHT GO WEST ON
 AG6387'APOLLO BLVD 2.3 MI (3.70 KM) TO THE JUNCTION OF SURFSIDE BLVD AND
 AG6387'APOLLO BEACH BLVD.  CONTINUE INTO THE HOLIDAY INN MOTEL PARKING LOT,
 AG6387'THE MARK IS LOCATED IN A CONCRETE FOUNDATION FOR A LIGHT POLE.  64.7
 AG6387'FT (19.72 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOLLIDAY INN
 AG6387'MOTEL, 36.4 FT (11.09 M) NORTHWEST OF THE CENTERLINE OF SURFSIDE
 AG6387'BLVD, 124.2 FT (37.86 M) NORTHEAST OF BENCH MARK 6537 E, 261.0 FT
 AG6387'(79.55 M) SOUTHWEST OF BENCH MARK 6537 B, AND 2.0 FT (0.61 M) ABOVE
 AG6387'THE PAVEMENT AND IN THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION
 AG6387'OF THE LIGHT POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6388 ***********************************************************************
 AG6388  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6388  DESIGNATION -  872 6537 E TIDAL
 AG6388  PID         -  AG6388
 AG6388  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6388  COUNTRY     -  US
 AG6388  USGS QUAD   -  GIBSONTON (2018)
 AG6388
 AG6388                         *CURRENT SURVEY CONTROL
 AG6388  ______________________________________________________________________
 AG6388* NAD 83(1986) POSITION- 27 47 01.     (N) 082 25 36.     (W)   SCALED
 AG6388* NAVD 88 ORTHO HEIGHT -     2.127 (meters)        6.98  (feet) ADJUSTED
 AG6388  ______________________________________________________________________
 AG6388  GEOID HEIGHT    -        -24.872 (meters)                     GEOID18
 AG6388  DYNAMIC HEIGHT  -          2.124 (meters)        6.97  (feet) COMP
 AG6388  MODELED GRAVITY -    979,167.0   (mgal)                       NAVD 88
 AG6388
 AG6388  VERT ORDER      -  SECOND    CLASS I
 AG6388
 AG6388.The horizontal coordinates were scaled from a map and have
 AG6388.an estimated accuracy of +/- 6 seconds.
 AG6388
 AG6388.The orthometric height was determined by differential leveling and
 AG6388.adjusted by the NATIONAL GEODETIC SURVEY
 AG6388.in June 1991.
 AG6388
 AG6388.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6388.GEOID18 height accuracy estimate available here.
 AG6388
 AG6388.This Tidal Bench Mark is designated as VM 11502
 AG6388.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6388
 AG6388.Click photographs - Photos may exist for this station.
 AG6388
 AG6388.The dynamic height is computed by dividing the NAVD 88
 AG6388.geopotential number by the normal gravity value computed on the
 AG6388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6388.degrees latitude (g = 980.6199 gals.).
 AG6388
 AG6388.The modeled gravity was interpolated from observed gravity values.
 AG6388
 AG6388;                    North         East    Units  Estimated Accuracy
 AG6388;SPC FL W     -   382,300.      157,950.      MT  (+/- 180 meters Scaled)
 AG6388
 AG6388_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL594740(NAD 83)
 AG6388
 AG6388                          SUPERSEDED SURVEY CONTROL
 AG6388
 AG6388.No superseded survey control is available for this station.
 AG6388
 AG6388_MARKER: DB = BENCH MARK DISK
 AG6388_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG6388_STAMPING: 6537 E 1976
 AG6388_MARK LOGO: NOS
 AG6388_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6388_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6388+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1990
 AG6388
 AG6388  HISTORY     - Date     Condition        Report By
 AG6388  HISTORY     - 1976     MONUMENTED       NGS
 AG6388  HISTORY     - 1982     GOOD             FLDNR
 AG6388  HISTORY     - 1990     GOOD             USPSQD
 AG6388  HISTORY     - 19900417 GOOD             FLDNR
 AG6388
 AG6388                          STATION DESCRIPTION
 AG6388
 AG6388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6388'IN APOLLO BEACH.
 AG6388'STANDARD NOS BENCH MARK SET ATOP A COPPER ROD DRIVEN TO REFUSAL.
 AG6388'LOCATED AT THE NORTHWEST CORNER OF THE INTERSECTION OF SURF SIDE
 AG6388'BOULEVARD AND APOLLO BOULEVARD (SOUTH BOUND), 1 FOOT NORTH OF A
 AG6388'CONCRETE SUPPORT POLE AND 21 FEET NORTH OF THE CENTERLINE OF SURF SIDE
 AG6388'BOULEVARD
 AG6388
 AG6388                          STATION RECOVERY (1982)
 AG6388
 AG6388'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6388'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6388'IN APOLLO BEACH, AT THE NORTHWEST CORNER OF THE INTERSECTION OF APOLLO
 AG6388'BOULEVARD ON SURFSIDE BOULEVARD, 21 FEET (6.4 M) NORTH OF THE
 AG6388'CENTERLINE OF SURFSIDE BOULEVARD, 1.0 (0.3 M) NORTH OF A CONCRETE
 AG6388'SUPPORT POLE, AND SET ON THE TOP OF A COPPER ROD DRIVEN TO REFUSAL.
 AG6388
 AG6388                          STATION RECOVERY (1990)
 AG6388
 AG6388'RECOVERY NOTE BY US POWER SQUADRON 1990 (RC)
 AG6388'RECOVERED IN GOOD CONDITION.
 AG6388
 AG6388                          STATION RECOVERY (1990)
 AG6388
 AG6388'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6388'LOCATED IN APOLLO BEACH.  TO REACH THE BENCH MARK FROM THE POST
 AG6388'OFFICE IN GIBSONTON, HILLSBOROUGH COUNTY FL.  GO SOUTH ON U.S.
 AG6388'HIGHWAY 41 9.0 MI (14.48 KM) TO APOLLO BLVD, TURN RIGHT GO WEST ON
 AG6388'APOLLO BLVD 2.3 MI (3.70 KM) TO THE JUNCTION OF SURFSIDE BLVD AND
 AG6388'APOLLO BLVD AT THE HOLIDAY INN MOTEL.  CONTINUE INTO THE HOLIDAY INN
 AG6388'MOTEL PARKING LOT, THE MARK IS LOCATED 44.75 FT (13.64 M) SOUTH OF
 AG6388'THE SOUTHEAST CORNER OF THE HOLIDAY INN MOTEL, 19.6 FT (5.97 M)
 AG6388'NORTHWEST OF THE CENTERLINE OF SURFSIDE BLVD, 124.2 FT (37.86 M)
 AG6388'SOUTHWEST OF BENCH MARK 6537 C, 0.9 FT (0.27 M) SOUTH OF A CARSONITE
 AG6388'WITTNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6389 ***********************************************************************
 AG6389  DESIGNATION -  872 6537 F TIDAL
 AG6389  PID         -  AG6389
 AG6389  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6389  COUNTRY     -  US
 AG6389  USGS QUAD   -  GIBSONTON (2018)
 AG6389
 AG6389                         *CURRENT SURVEY CONTROL
 AG6389  ______________________________________________________________________
 AG6389* NAD 83(1986) POSITION- 27 46 57.     (N) 082 25 30.     (W)   SCALED
 AG6389* NAVD 88 ORTHO HEIGHT -     1.523 (meters)        5.00  (feet) ADJUSTED
 AG6389  ______________________________________________________________________
 AG6389  GEOID HEIGHT    -        -24.873 (meters)                     GEOID18
 AG6389  DYNAMIC HEIGHT  -          1.521 (meters)        4.99  (feet) COMP
 AG6389  MODELED GRAVITY -    979,166.7   (mgal)                       NAVD 88
 AG6389
 AG6389  VERT ORDER      -  SECOND    CLASS I
 AG6389
 AG6389.The horizontal coordinates were scaled from a map and have
 AG6389.an estimated accuracy of +/- 6 seconds.
 AG6389
 AG6389.The orthometric height was determined by differential leveling and
 AG6389.adjusted by the NATIONAL GEODETIC SURVEY
 AG6389.in June 1991.
 AG6389
 AG6389.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6389.GEOID18 height accuracy estimate available here.
 AG6389
 AG6389.Click photographs - Photos may exist for this station.
 AG6389
 AG6389.The dynamic height is computed by dividing the NAVD 88
 AG6389.geopotential number by the normal gravity value computed on the
 AG6389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6389.degrees latitude (g = 980.6199 gals.).
 AG6389
 AG6389.The modeled gravity was interpolated from observed gravity values.
 AG6389
 AG6389;                    North         East    Units  Estimated Accuracy
 AG6389;SPC FL W     -   382,180.      158,120.      MT  (+/- 180 meters Scaled)
 AG6389
 AG6389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL596739(NAD 83)
 AG6389
 AG6389                          SUPERSEDED SURVEY CONTROL
 AG6389
 AG6389.No superseded survey control is available for this station.
 AG6389
 AG6389_MARKER: DB = BENCH MARK DISK
 AG6389_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG6389_STAMPING: 6537 F 1976
 AG6389_MARK LOGO: NOS
 AG6389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6389
 AG6389  HISTORY     - Date     Condition        Report By
 AG6389  HISTORY     - 1976     MONUMENTED       NGS
 AG6389  HISTORY     - 1982     GOOD             FLDNR
 AG6389  HISTORY     - 19900616 MARK NOT FOUND   FLDNR
 AG6389
 AG6389                          STATION DESCRIPTION
 AG6389
 AG6389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6389'IN APOLLO BEACH.
 AG6389'STANDARD NOS BENCH  MARK SET ATOP A COPPER ROD DRIVEN TO REFUSAL. MARK
 AG6389'IS LOCATED ON APOLLO BOULEVARD (SOUTH BOUND) 27 FEET SOUTHWEST OF
 AG6389'CENTERLINE OF APOLLO BOULEVARD, AND 1.4 FEET SOUTHWEST OF A CONCRETE
 AG6389'SUPPORT POLE FOR THE 3RD POWER POLE SOUTH OF SURF SIDE BOULEVARD.
 AG6389
 AG6389                          STATION RECOVERY (1982)
 AG6389
 AG6389'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6389'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6389'IN APOLLO BEACH, AT THE NORTHWEST CORNER OF THE INTERSECTION OF APOLLO
 AG6389'BOULEVARD ON SURFSIDE BOULEVARD (SOUTH BOUND), 27 FEET (8.2 M)
 AG6389'SOUTHWEST OF THE CENTERLINE OF APOLLO BOULEVARD, 1.4 FEET (0.4 M)
 AG6389'SOUTHWEST OF A CONCRETE SUPPORT POLE FOR THE THIRD POWER POLE SOUTH
 AG6389'OF SURFSIDE BOULEVARD, AND SET ON THE TOP OF A COPPER ROD DRIVEN TO
 AG6389'REFUSAL.
 AG6389
 AG6389                          STATION RECOVERY (1990)
 AG6389
 AG6389'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6389'MARK WAS SEARCHED FOR BUT NOT FOUND.  CONCRETE SUPPORT POST MISSING.
 AG6389'THE MARK MAY STILL BE PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9409 ***********************************************************************
 AG9409  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9409  DESIGNATION -  872 6537 G TIDAL
 AG9409  PID         -  AG9409
 AG9409  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9409  COUNTRY     -  US
 AG9409  USGS QUAD   -  GIBSONTON (2018)
 AG9409
 AG9409                         *CURRENT SURVEY CONTROL
 AG9409  ______________________________________________________________________
 AG9409* NAD 83(1986) POSITION- 27 47 04.     (N) 082 25 32.     (W)   SCALED
 AG9409* NAVD 88 ORTHO HEIGHT -     1.489 (meters)        4.89  (feet) ADJUSTED
 AG9409  ______________________________________________________________________
 AG9409  GEOID HEIGHT    -        -24.874 (meters)                     GEOID18
 AG9409  DYNAMIC HEIGHT  -          1.487 (meters)        4.88  (feet) COMP
 AG9409  MODELED GRAVITY -    979,167.0   (mgal)                       NAVD 88
 AG9409
 AG9409  VERT ORDER      -  FIRST     CLASS II
 AG9409
 AG9409.The horizontal coordinates were scaled from a map and have
 AG9409.an estimated accuracy of +/- 6 seconds.
 AG9409
 AG9409.The orthometric height was determined by differential leveling and
 AG9409.adjusted by the NATIONAL GEODETIC SURVEY
 AG9409.in March 1995.
 AG9409
 AG9409.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9409.GEOID18 height accuracy estimate available here.
 AG9409
 AG9409.This Tidal Bench Mark is designated as VM 11503
 AG9409.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9409
 AG9409.Click photographs - Photos may exist for this station.
 AG9409
 AG9409.The dynamic height is computed by dividing the NAVD 88
 AG9409.geopotential number by the normal gravity value computed on the
 AG9409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9409.degrees latitude (g = 980.6199 gals.).
 AG9409
 AG9409.The modeled gravity was interpolated from observed gravity values.
 AG9409
 AG9409;                    North         East    Units  Estimated Accuracy
 AG9409;SPC FL W     -   382,400.      158,060.      MT  (+/- 180 meters Scaled)
 AG9409
 AG9409_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL595741(NAD 83)
 AG9409
 AG9409                          SUPERSEDED SURVEY CONTROL
 AG9409
 AG9409.No superseded survey control is available for this station.
 AG9409
 AG9409_MARKER: F = FLANGE-ENCASED ROD
 AG9409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9409_STAMPING: 6537 G 1990
 AG9409_MARK LOGO: NOS
 AG9409_PROJECTION: RECESSED 30 CENTIMETERS
 AG9409_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9409_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9409+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2007
 AG9409
 AG9409  HISTORY     - Date     Condition        Report By
 AG9409  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9409  HISTORY     - 20070707 GOOD             FLDEP
 AG9409
 AG9409                          STATION DESCRIPTION
 AG9409
 AG9409'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9409'THE MARK IS LOCATED IN APOLLO BEACH.  TO REACH THE BENCH MARK FROM
 AG9409'THE POST OFFICE IN GIBSONTON, HILLSBOROUGH COUNTY FL.GO SOUTH ON U.S.
 AG9409'HIGHWAY 41 9.0 MI (14.48 KM) TO APOLLO BLVD, TURN RIGHT GO WEST ON
 AG9409'APOLLO BLVD 2.3 MI (3.70 KM) TO THE JUNCTION OF SURFSIDE BLVD AND
 AG9409'APLLLO BLVD.  TURN LEFT AND GO SOUTH ON SURFSIDE BLVD 0.1 MI (0.16
 AG9409'KM) TURN LEFT AND GO EAST ON APOLLO BLVD 0.15 MI (0.24 KM) TO THE
 AG9409'MARK ON THE RIGHT.  THE MARK IS LOCATED, 0.15 MI (0.24 KM) SOUTH OF
 AG9409'BENCH MARK 6537 E , 31.6 FT (9.63 M) SOUTHWEST OF THE CENTERLINE OF
 AG9409'APOLLO BLVD, 69.8 FT (21.28 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 AG9409'CONCRETE BLOCK BUILDING, 3.8 FT (1.16 M) SOUTH OF A POWER POLE, 1.8
 AG9409'FT (0.55 M) NORTHWEST OF A CARSONITE WITTNESS POST.
 AG9409
 AG9409                          STATION RECOVERY (2007)
 AG9409
 AG9409'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG9409'THE MARK IS ABOUT 5.0 MI (3.2 KM) SOUTH OF GIBSONTON, 4.5 MI (7.7 KM)
 AG9409'NORTH OF RUSKIN, IN APOLLO BEACH, IN SECTION 17, TOWNSHIP 31 SOUTH,
 AG9409'RANGE 19 EAST.
 AG9409'
 AG9409'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 AG9409'HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S. HIGHWAY 41
 AG9409'FOR 4.9 MI (7.9 KM) TO THE JUNCTION OF APOLLO BEACH BOULEVARD ON THE
 AG9409'LEFT, TURN LEFT ON APOLLO BEACH BOULEVARD AND GO WESTERLY FOR 2.45 MI
 AG9409'(1.1 KM) TO THE T-JUNCTION OF SURFSIDE BOULEVARD, TURN LEFT ON
 AG9409'SURFSIDE BOULEVARD AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THR JUNCTION OF
 AG9409'APOLLO BEACH BOULEVARD, TURN LEFT ON APOLLO BEACH BOULEVARD AND GO
 AG9409'EAST FOR 0.15 MI (0.2 KM) TO THE MARK ON THE RIGHT, A STAINLESS STEEL
 AG9409'ROD DRIVEN INTO THE GROUND WITH A NOS LOGO CAP RECESSED 1.0 FT (0.3 M)
 AG9409'BELOW THE LEVEL OF THE GROUND AND BELOW THE LEVEL OF APOLLO BEACH
 AG9409'BOULEVARD, THE DATUM POINT IS RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL
 AG9409'OF THE NOS LOGO CAP.
 AG9409'
 AG9409'LOCATED 48.0 FT (14.6 M) SOUTHEAST OF A BRICK DRIVEWAY AT 1310, 31.6
 AG9409'FT (9.6 M) SOUTHWEST OF THE CENTERLINE OF APOLLO BEACH BOULEVARD, 25.0
 AG9409'FT (7.6 M) NORTHWEST OF A LOT AT 1309, 9.0 FT (2.7 M) SOUTHWEST OF THE
 AG9409'SOUTHEAST END OF A SIDEWALK, 3.8 FT (1.2 M) SOUTH OF A SQUARE CONCRETE
 AG9409'POWER POLE WITH 2 GUY WIRES AND 1.8 FT (0.5 M) NORTHEAST OF A
 AG9409'CARSONITE WITNESS POST.
 AG9409'
 AG9409'NOTE A MAGNET WAS PLACED INSIDE OF THE NOS LOGO CAP.
 AG9409'
 AG9409'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NOS
 AG9409'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1727 ***********************************************************************
 DL1727  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1727  DESIGNATION -  872 6537 H TIDAL
 DL1727  PID         -  DL1727
 DL1727  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1727  COUNTRY     -  US
 DL1727  USGS QUAD   -  GIBSONTON (2018)
 DL1727
 DL1727                         *CURRENT SURVEY CONTROL
 DL1727  ______________________________________________________________________
 DL1727* NAD 83(1986) POSITION- 27 47 01.     (N) 082 25 33.     (W)   SCALED
 DL1727* NAVD 88 ORTHO HEIGHT -     2.140 (meters)        7.02  (feet) ADJUSTED
 DL1727  ______________________________________________________________________
 DL1727  GEOID HEIGHT    -        -24.873 (meters)                     GEOID18
 DL1727  DYNAMIC HEIGHT  -          2.137 (meters)        7.01  (feet) COMP
 DL1727  MODELED GRAVITY -    979,166.9   (mgal)                       NAVD 88
 DL1727
 DL1727  VERT ORDER      -  FIRST     CLASS II
 DL1727
 DL1727.The horizontal coordinates were scaled from a map and have
 DL1727.an estimated accuracy of +/- 6 seconds.
 DL1727
 DL1727.The orthometric height was determined by differential leveling and
 DL1727.adjusted by the NATIONAL GEODETIC SURVEY
 DL1727.in July 2009.
 DL1727
 DL1727.No vertical observational check was made to the station.
 DL1727
 DL1727.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1727.GEOID18 height accuracy estimate available here.
 DL1727
 DL1727.This Tidal Bench Mark is designated as VM 19837
 DL1727.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1727
 DL1727.Click photographs - Photos may exist for this station.
 DL1727
 DL1727.The dynamic height is computed by dividing the NAVD 88
 DL1727.geopotential number by the normal gravity value computed on the
 DL1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1727.degrees latitude (g = 980.6199 gals.).
 DL1727
 DL1727.The modeled gravity was interpolated from observed gravity values.
 DL1727
 DL1727;                    North         East    Units  Estimated Accuracy
 DL1727;SPC FL W     -   382,300.      158,030.      MT  (+/- 180 meters Scaled)
 DL1727
 DL1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL595740(NAD 83)
 DL1727
 DL1727                          SUPERSEDED SURVEY CONTROL
 DL1727
 DL1727.No superseded survey control is available for this station.
 DL1727
 DL1727_MARKER: DD = SURVEY DISK
 DL1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1727_STAMPING: 6537 H 2007
 DL1727_MARK LOGO: FLDEP
 DL1727_PROJECTION: FLUSH
 DL1727_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1727+STABILITY: SURFACE MOTION
 DL1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1727+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2007
 DL1727
 DL1727  HISTORY     - Date     Condition        Report By
 DL1727  HISTORY     - 20070803 MONUMENTED       FLDEP
 DL1727
 DL1727                          STATION DESCRIPTION
 DL1727
 DL1727'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1727'THE MARK IS ABOUT 10.8 MI (3.2 KM) SOUTH OF GIBSONTON, 5.0 MI (7.7 KM)
 DL1727'NORTH OF RUSKIN, IN APOLLO BEACH, IN SECTION 17, TOWNSHIP 31 SOUTH,
 DL1727'RANGE 19 EAST.
 DL1727'
 DL1727'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 DL1727'HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S. HIGHWAY 41
 DL1727'FOR 4.9 MI (7.9 KM) TO THE JUNCTION OF APOLLO BEACH BOULEVARD ON THE
 DL1727'LEFT, TURN LEFT ON APOLLO BEACH BOULEVARD AND GO WESTERLY FOR 2.45 MI
 DL1727'(1.1 KM) TO THE T-JUNCTION OF SURFSIDE BOULEVARD, TURN LEFT ON
 DL1727'SURFSIDE BOULEVARD AND GO SOUTH FOR 0.1 MI (0.2 KM) TO THE MARK ON THE
 DL1727'LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DL1727'GROUND AND ABOUT LEVEL WITH APOLLO BEACH BOULEVARD.
 DL1727'
 DL1727'LOCATED 79.3 FT (24.2 M) SOUTHEAST OF THE CENTERLINE OF SURFSIDE
 DL1727'BOULEVARD, 19.1 FT (5.8 M) NORTHEAST OF APOLLO BEACH BOULEVARD
 DL1727'(LEADING EAST), 7.3 FT (2.2 M) SOUTHWEST OF CONCRETE LIGHT POLE NUMBER
 DL1727'131711 AND 7.2 FT (2.2 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DL1727'
 DL1727'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL1727'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1728 ***********************************************************************
 DL1728  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1728  DESIGNATION -  872 6537 J TIDAL
 DL1728  PID         -  DL1728
 DL1728  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1728  COUNTRY     -  US
 DL1728  USGS QUAD   -  GIBSONTON (2018)
 DL1728
 DL1728                         *CURRENT SURVEY CONTROL
 DL1728  ______________________________________________________________________
 DL1728* NAD 83(1986) POSITION- 27 47 05.     (N) 082 25 29.     (W)   SCALED
 DL1728* NAVD 88 ORTHO HEIGHT -     2.131 (meters)        6.99  (feet) ADJUSTED
 DL1728  ______________________________________________________________________
 DL1728  GEOID HEIGHT    -        -24.875 (meters)                     GEOID18
 DL1728  DYNAMIC HEIGHT  -          2.127 (meters)        6.98  (feet) COMP
 DL1728  MODELED GRAVITY -    979,167.0   (mgal)                       NAVD 88
 DL1728
 DL1728  VERT ORDER      -  FIRST     CLASS II
 DL1728
 DL1728.The horizontal coordinates were scaled from a map and have
 DL1728.an estimated accuracy of +/- 6 seconds.
 DL1728
 DL1728.The orthometric height was determined by differential leveling and
 DL1728.adjusted by the NATIONAL GEODETIC SURVEY
 DL1728.in July 2009.
 DL1728
 DL1728.No vertical observational check was made to the station.
 DL1728
 DL1728.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1728.GEOID18 height accuracy estimate available here.
 DL1728
 DL1728.This Tidal Bench Mark is designated as VM 19838
 DL1728.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1728
 DL1728.Click photographs - Photos may exist for this station.
 DL1728
 DL1728.The dynamic height is computed by dividing the NAVD 88
 DL1728.geopotential number by the normal gravity value computed on the
 DL1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1728.degrees latitude (g = 980.6199 gals.).
 DL1728
 DL1728.The modeled gravity was interpolated from observed gravity values.
 DL1728
 DL1728;                    North         East    Units  Estimated Accuracy
 DL1728;SPC FL W     -   382,430.      158,140.      MT  (+/- 180 meters Scaled)
 DL1728
 DL1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL596741(NAD 83)
 DL1728
 DL1728                          SUPERSEDED SURVEY CONTROL
 DL1728
 DL1728.No superseded survey control is available for this station.
 DL1728
 DL1728_MARKER: DD = SURVEY DISK
 DL1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1728_STAMPING: 6537 J 2007
 DL1728_MARK LOGO: FLDEP
 DL1728_PROJECTION: FLUSH
 DL1728_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1728+STABILITY: SURFACE MOTION
 DL1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1728+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2007
 DL1728
 DL1728  HISTORY     - Date     Condition        Report By
 DL1728  HISTORY     - 20070803 MONUMENTED       FLDEP
 DL1728
 DL1728                          STATION DESCRIPTION
 DL1728
 DL1728'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1728'THE MARK IS ABOUT 10.8 MI (3.2 KM) SOUTH OF GIBSONTON, 5.0 MI (7.7 KM)
 DL1728'NORTH OF RUSKIN, IN APOLLO BEACH, IN SECTION 17, TOWNSHIP 31 SOUTH,
 DL1728'RANGE 19 EAST.
 DL1728'
 DL1728'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 DL1728'HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S. HIGHWAY 41
 DL1728'FOR 4.9 MI (7.9 KM) TO THE JUNCTION OF APOLLO BEACH BOULEVARD ON THE
 DL1728'LEFT, TURN LEFT ON APOLLO BEACH BOULEVARD AND GO WESTERLY FOR 2.45 MI
 DL1728'(1.1 KM) TO THE T-JUNCTION OF SURFSIDE BOULEVARD AND THE MARK ON THE
 DL1728'RIGHT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DL1728'GROUND AND ABOUT 0.8 FT (0.2 M) ABOVE THE LEVEL OF SURFSIDE BOULEVARD.
 DL1728'LOCATED 29.0 FT (8.8 M) SOUTHEAST OF THE CENTERLINE OF SURFSIDE
 DL1728'BOULEVARD, 23.2 FT (7.1 M) NORTHWEST OF THE CENTERLINE OF APOLLO BEACH
 DL1728'BOULEVARD, 3.6 FT (1.1 M) NORTHEAST OF A CONCRETE POWER POLE NUMBER
 DL1728'131707 AND 3.5 FT (1.1 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DL1728'
 DL1728'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL1728'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1729 ***********************************************************************
 DL1729  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1729  DESIGNATION -  872 6537 K TIDAL
 DL1729  PID         -  DL1729
 DL1729  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1729  COUNTRY     -  US
 DL1729  USGS QUAD   -  GIBSONTON (2018)
 DL1729
 DL1729                         *CURRENT SURVEY CONTROL
 DL1729  ______________________________________________________________________
 DL1729* NAD 83(1986) POSITION- 27 47 11.10   (N) 082 25 23.17   (W)   HD_HELD1
 DL1729* NAVD 88 ORTHO HEIGHT -     2.647 (meters)        8.68  (feet) ADJUSTED
 DL1729  ______________________________________________________________________
 DL1729  GEOID HEIGHT    -        -24.879 (meters)                     GEOID18
 DL1729  DYNAMIC HEIGHT  -          2.643 (meters)        8.67  (feet) COMP
 DL1729  MODELED GRAVITY -    979,167.2   (mgal)                       NAVD 88
 DL1729
 DL1729  VERT ORDER      -  FIRST     CLASS II
 DL1729
 DL1729.The horizontal coordinates were determined by differentially corrected
 DL1729.hand held GPS observations or other comparable positioning techniques
 DL1729.and have an estimated accuracy of +/- 3 meters.
 DL1729
 DL1729.The orthometric height was determined by differential leveling and
 DL1729.adjusted by the NATIONAL GEODETIC SURVEY
 DL1729.in July 2009.
 DL1729
 DL1729.No vertical observational check was made to the station.
 DL1729
 DL1729.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1729.GEOID18 height accuracy estimate available here.
 DL1729
 DL1729.This Tidal Bench Mark is designated as VM 19839
 DL1729.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1729
 DL1729.Click photographs - Photos may exist for this station.
 DL1729
 DL1729.The dynamic height is computed by dividing the NAVD 88
 DL1729.geopotential number by the normal gravity value computed on the
 DL1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1729.degrees latitude (g = 980.6199 gals.).
 DL1729
 DL1729.The modeled gravity was interpolated from observed gravity values.
 DL1729
 DL1729;                    North         East    Units  Estimated Accuracy
 DL1729;SPC FL W     -   382,613.3     158,303.3     MT  (+/- 3 meters HH1 GPS) 
 DL1729
 DL1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5979374354(NAD 83)
 DL1729
 DL1729                          SUPERSEDED SURVEY CONTROL
 DL1729
 DL1729.No superseded survey control is available for this station.
 DL1729
 DL1729_MARKER: DD = SURVEY DISK
 DL1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1729_STAMPING: 6537 K 2007
 DL1729_MARK LOGO: FLDEP
 DL1729_PROJECTION: FLUSH
 DL1729_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1729+STABILITY: SURFACE MOTION
 DL1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1729+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2007
 DL1729
 DL1729  HISTORY     - Date     Condition        Report By
 DL1729  HISTORY     - 20070803 MONUMENTED       FLDEP
 DL1729
 DL1729                          STATION DESCRIPTION
 DL1729
 DL1729'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1729'THE MARK IS ABOUT 10.8 MI (3.2 KM) SOUTH OF GIBSONTON, 5.0 MI (7.7 KM)
 DL1729'NORTH OF RUSKIN, IN APOLLO BEACH, IN SECTION 17, TOWNSHIP 31 SOUTH,
 DL1729'RANGE 19 EAST.
 DL1729'
 DL1729'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 DL1729'HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S. HIGHWAY 41
 DL1729'FOR 4.9 MI (7.9 KM) TO THE JUNCTION OF APOLLO BEACH BOULEVARD ON THE
 DL1729'LEFT, TURN LEFT ON APOLLO BEACH BOULEVARD AND GO WESTERLY FOR 2.45 MI
 DL1729'(1.1 KM) TO THE T-JUNCTION OF  SURFSIDE BOULEVARD, TURN RIGHT ON
 DL1729'SURFSIDE BOULEVARD AND GO NORTH FOR 0.2 MI (0.6 KM) TO THE JUNCTION OF
 DL1729'COBIA CAY DRIVE ON THE RIGHT AND THE MARK ON THE RIGHT, SET IN THE TOP
 DL1729'OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND AND ABOUT LEVEL
 DL1729'WITH SURFSIDE BOULEVARD.
 DL1729'
 DL1729'LOCATED 31.0 FT (9.4 M) SOUTHWEST OF THE CENTERLINE OF COBIA CAY
 DL1729'DRIVE, 27.7 FT (8.4 M) SOUTHEAST OF THE CENTERLINE OF SURFSIDE
 DL1729'BOULEVARD, 1.3 FT (0.4 M) NORTHWEST OF A CONCRETE LIGHT POLE NUMBER
 DL1729'35181 AND 1.2 FT (0.4 M) NORTHWEST OF A CARSONITE WITNESS POST.
 DL1729'
 DL1729'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL1729'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1730 ***********************************************************************
 DL1730  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1730  DESIGNATION -  872 6537 L TIDAL
 DL1730  PID         -  DL1730
 DL1730  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1730  COUNTRY     -  US
 DL1730  USGS QUAD   -  GIBSONTON (2018)
 DL1730
 DL1730                         *CURRENT SURVEY CONTROL
 DL1730  ______________________________________________________________________
 DL1730* NAD 83(1986) POSITION- 27 47 19.     (N) 082 25 15.     (W)   SCALED
 DL1730* NAVD 88 ORTHO HEIGHT -     2.372 (meters)        7.78  (feet) ADJUSTED
 DL1730  ______________________________________________________________________
 DL1730  GEOID HEIGHT    -        -24.884 (meters)                     GEOID18
 DL1730  DYNAMIC HEIGHT  -          2.369 (meters)        7.77  (feet) COMP
 DL1730  MODELED GRAVITY -    979,167.4   (mgal)                       NAVD 88
 DL1730
 DL1730  VERT ORDER      -  FIRST     CLASS II
 DL1730
 DL1730.The horizontal coordinates were scaled from a map and have
 DL1730.an estimated accuracy of +/- 6 seconds.
 DL1730
 DL1730.The orthometric height was determined by differential leveling and
 DL1730.adjusted by the NATIONAL GEODETIC SURVEY
 DL1730.in July 2009.
 DL1730
 DL1730.No vertical observational check was made to the station.
 DL1730
 DL1730.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1730.GEOID18 height accuracy estimate available here.
 DL1730
 DL1730.This Tidal Bench Mark is designated as VM 19840
 DL1730.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1730
 DL1730.Click photographs - Photos may exist for this station.
 DL1730
 DL1730.The dynamic height is computed by dividing the NAVD 88
 DL1730.geopotential number by the normal gravity value computed on the
 DL1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1730.degrees latitude (g = 980.6199 gals.).
 DL1730
 DL1730.The modeled gravity was interpolated from observed gravity values.
 DL1730
 DL1730;                    North         East    Units  Estimated Accuracy
 DL1730;SPC FL W     -   382,860.      158,530.      MT  (+/- 180 meters Scaled)
 DL1730
 DL1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL600745(NAD 83)
 DL1730
 DL1730                          SUPERSEDED SURVEY CONTROL
 DL1730
 DL1730.No superseded survey control is available for this station.
 DL1730
 DL1730_MARKER: DD = SURVEY DISK
 DL1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1730_STAMPING: 6537 L 2007
 DL1730_MARK LOGO: FLDEP
 DL1730_PROJECTION: FLUSH
 DL1730_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1730+STABILITY: SURFACE MOTION
 DL1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1730+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2007
 DL1730
 DL1730  HISTORY     - Date     Condition        Report By
 DL1730  HISTORY     - 20070803 MONUMENTED       FLDEP
 DL1730
 DL1730                          STATION DESCRIPTION
 DL1730
 DL1730'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1730'THE MARK IS ABOUT 10.8 MI (3.2 KM) SOUTH OF GIBSONTON, 5.0 MI (7.7 KM)
 DL1730'NORTH OF RUSKIN, IN APOLLO BEACH, IN SECTION 17, TOWNSHIP 31 SOUTH,
 DL1730'RANGE 19 EAST.
 DL1730'
 DL1730'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND STATE
 DL1730'HIGHWAY 674 (COLLEGE AVENUE) IN RUSKIN, GO NORTH ON U.S. HIGHWAY 41
 DL1730'FOR 4.9 MI (7.9 KM) TO THE JUNCTION OF APOLLO BEACH BOULEVARD ON THE
 DL1730'LEFT, TURN LEFT ON APOLLO BEACH BOULEVARD AND GO WESTERLY FOR 2.45 MI
 DL1730'(1.1 KM) TO THE T-JUNCTION OF SURFSIDE BOULEVARD, TURN RIGHT ON
 DL1730'SURFSIDE BOULEVARD AND GO NORTH FOR 0.35 MI (0.6 KM) TO THE JUNCTION
 DL1730'OF BEACH CLUB LANE ON THE RIGHT AND THE MARK ON THE LEFT, SET IN THE
 DL1730'TOP OF A ROUND CONCRETE MONUMENT PROJECTING 0.1 FT (0.0 M) ABOVE THE
 DL1730'LEVEL OF THE GROUND AND ABOUT LEVEL WITH SURFSIDE BOULEVARD.
 DL1730'
 DL1730'LOCATED 38.0 FT (11.6 M) NORTHWEST OF THE CENTERLINE OF SURFSIDE
 DL1730'BOULEVARD, 4.2 FT (1.3 M) SOUTHWEST OF THE EXTENDED CENTERLINE OF
 DL1730'BEACH CLUB LANES, 2.9 FT (0.9 M) SOUTHWEST OF A WOODEN FENCE AND 2.8
 DL1730'FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 DL1730'
 DL1730'NOTE A MAGNET WAS IMBEDDED IN THE GROUND ON THE SOUTH SIDE OF THE
 DL1730'MONUMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7417 ***********************************************************************
 AG7417  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7417  DESIGNATION -  872 6538 A
 AG7417  PID         -  AG7417
 AG7417  STATE/COUNTY-  FL/PINELLAS
 AG7417  COUNTRY     -  US
 AG7417  USGS QUAD   -  SEMINOLE (2018)
 AG7417
 AG7417                         *CURRENT SURVEY CONTROL
 AG7417  ______________________________________________________________________
 AG7417* NAD 83(1986) POSITION- 27 47 19.     (N) 082 45 13.     (W)   SCALED
 AG7417* NAVD 88 ORTHO HEIGHT -     1.424 (meters)        4.67  (feet) ADJUSTED
 AG7417  ______________________________________________________________________
 AG7417  GEOID HEIGHT    -        -24.390 (meters)                     GEOID18
 AG7417  DYNAMIC HEIGHT  -          1.422 (meters)        4.67  (feet) COMP
 AG7417  MODELED GRAVITY -    979,177.7   (mgal)                       NAVD 88
 AG7417
 AG7417  VERT ORDER      -  SECOND    CLASS I
 AG7417
 AG7417.The horizontal coordinates were scaled from a map and have
 AG7417.an estimated accuracy of +/- 6 seconds.
 AG7417
 AG7417.The orthometric height was determined by differential leveling and
 AG7417.adjusted by the NATIONAL GEODETIC SURVEY
 AG7417.in June 1991.
 AG7417
 AG7417.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7417.GEOID18 height accuracy estimate available here.
 AG7417
 AG7417.This Tidal Bench Mark is designated as VM 6547
 AG7417.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7417
 AG7417.Click photographs - Photos may exist for this station.
 AG7417
 AG7417.The dynamic height is computed by dividing the NAVD 88
 AG7417.geopotential number by the normal gravity value computed on the
 AG7417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7417.degrees latitude (g = 980.6199 gals.).
 AG7417
 AG7417.The modeled gravity was interpolated from observed gravity values.
 AG7417
 AG7417;                    North         East    Units  Estimated Accuracy
 AG7417;SPC FL W     -   383,010.      125,730.      MT  (+/- 180 meters Scaled)
 AG7417
 AG7417_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL272750(NAD 83)
 AG7417
 AG7417                          SUPERSEDED SURVEY CONTROL
 AG7417
 AG7417  NGVD 29 (??/??/92)    1.694  (m)            5.56   (f) ADJ UNCH    2 1
 AG7417
 AG7417.Superseded values are not recommended for survey control.
 AG7417
 AG7417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7417.See file dsdata.pdf to determine how the superseded data were derived.
 AG7417
 AG7417_MARKER: DD = SURVEY DISK
 AG7417_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7417_SP_SET: PIER WALKWAY
 AG7417_STAMPING: 6538 A 1976
 AG7417_MARK LOGO: NOS
 AG7417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7417
 AG7417  HISTORY     - Date     Condition        Report By
 AG7417  HISTORY     - 1976     MONUMENTED       NOS
 AG7417  HISTORY     - 1982     GOOD             FLDNR
 AG7417  HISTORY     - 19990105 GOOD             USPSQD
 AG7417  HISTORY     - 20090909 MARK NOT FOUND   FLDEP
 AG7417
 AG7417                          STATION DESCRIPTION
 AG7417
 AG7417'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7417'IN ST PETERSBURG.
 AG7417'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (TYRONE BOULEVARD)
 AG7417'AND STATE ROAD 695 (PARK STREET), GO 1.55 MILES SOUTH ON PARK
 AG7417'STREET TO ELBOW LANE NORTH AND MUNICIPAL PARKING LOT 39A, GO WEST
 AG7417'0.05 MILE TO A PARKING LOT AND THE MARK.  THE MARK BEARS 62.4
 AG7417'FEET WEST OF THE NORTHEAST CORNER OF THE PIER AND 0.5 FOOT SOUTH
 AG7417'OF THE NORTH RAIL OF THE PIER.
 AG7417
 AG7417                          STATION RECOVERY (1999)
 AG7417
 AG7417'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7417'RECOVERED IN GOOD CONDITION.
 AG7417
 AG7417                          STATION RECOVERY (2009)
 AG7417
 AG7417'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7417'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7416 ***********************************************************************
 AG7416  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7416  DESIGNATION -  872 6538 B
 AG7416  PID         -  AG7416
 AG7416  STATE/COUNTY-  FL/PINELLAS
 AG7416  COUNTRY     -  US
 AG7416  USGS QUAD   -  SEMINOLE (2018)
 AG7416
 AG7416                         *CURRENT SURVEY CONTROL
 AG7416  ______________________________________________________________________
 AG7416* NAD 83(1986) POSITION- 27 47 18.84   (N) 082 45 15.12   (W)   HD_HELD1
 AG7416* NAVD 88 ORTHO HEIGHT -     1.496 (meters)        4.91  (feet) ADJUSTED
 AG7416  ______________________________________________________________________
 AG7416  GEOID HEIGHT    -        -24.389 (meters)                     GEOID18
 AG7416  DYNAMIC HEIGHT  -          1.494 (meters)        4.90  (feet) COMP
 AG7416  MODELED GRAVITY -    979,177.7   (mgal)                       NAVD 88
 AG7416
 AG7416  VERT ORDER      -  SECOND    CLASS I
 AG7416
 AG7416.The horizontal coordinates were determined by differentially corrected
 AG7416.hand held GPS observations or other comparable positioning techniques
 AG7416.and have an estimated accuracy of +/- 3 meters.
 AG7416
 AG7416.The orthometric height was determined by differential leveling and
 AG7416.adjusted by the NATIONAL GEODETIC SURVEY
 AG7416.in June 1991.
 AG7416
 AG7416.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7416.GEOID18 height accuracy estimate available here.
 AG7416
 AG7416.This Tidal Bench Mark is designated as VM 6548
 AG7416.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7416
 AG7416.Click photographs - Photos may exist for this station.
 AG7416
 AG7416.The dynamic height is computed by dividing the NAVD 88
 AG7416.geopotential number by the normal gravity value computed on the
 AG7416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7416.degrees latitude (g = 980.6199 gals.).
 AG7416
 AG7416.The modeled gravity was interpolated from observed gravity values.
 AG7416
 AG7416;                    North         East    Units  Estimated Accuracy
 AG7416;SPC FL W     -   383,007.9     125,674.3     MT  (+/- 3 meters HH1 GPS) 
 AG7416
 AG7416_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2717175014(NAD 83)
 AG7416
 AG7416                          SUPERSEDED SURVEY CONTROL
 AG7416
 AG7416  NGVD 29 (??/??/92)    1.766  (m)            5.79   (f) ADJ UNCH    2 1
 AG7416
 AG7416.Superseded values are not recommended for survey control.
 AG7416
 AG7416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7416.See file dsdata.pdf to determine how the superseded data were derived.
 AG7416
 AG7416_MARKER: DD = SURVEY DISK
 AG7416_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7416_SP_SET: PIER FOOTING
 AG7416_STAMPING: 6538 B 1976
 AG7416_MARK LOGO: NOS
 AG7416_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7416
 AG7416  HISTORY     - Date     Condition        Report By
 AG7416  HISTORY     - 1976     MONUMENTED       NOS
 AG7416  HISTORY     - 1982     GOOD             FLDNR
 AG7416  HISTORY     - 19990105 GOOD             USPSQD
 AG7416  HISTORY     - 20090916 GOOD             FLDEP
 AG7416
 AG7416                          STATION DESCRIPTION
 AG7416
 AG7416'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7416'IN ST PETERSBURG.
 AG7416'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (TYRONE BOULEVARD)
 AG7416'AND STATE ROAD 695 (PARK STREET), GO 1.55 MILES SOUTH ON PARK STREET
 AG7416'TO ELBOW LANE NORTH AND MUNICIPAL PARKING LOT 39A, GO WEST 0.05
 AG7416'MILE TO A PARKING LOT AND THE MARK.  THE MARK IS NEAR THE NORTHWEST
 AG7416'CORNER OF THE PARKING LOT AND IS IN THE 12-INCH WIDE CONCRETE FOOTING
 AG7416'AT THE EAST END OF A CONCRETE PIER.
 AG7416
 AG7416                          STATION RECOVERY (1999)
 AG7416
 AG7416'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7416'RECOVERED IN GOOD CONDITION.
 AG7416
 AG7416                          STATION RECOVERY (2009)
 AG7416
 AG7416'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7416'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7415 ***********************************************************************
 AG7415  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7415  DESIGNATION -  872 6538 C
 AG7415  PID         -  AG7415
 AG7415  STATE/COUNTY-  FL/PINELLAS
 AG7415  COUNTRY     -  US
 AG7415  USGS QUAD   -  SEMINOLE (2018)
 AG7415
 AG7415                         *CURRENT SURVEY CONTROL
 AG7415  ______________________________________________________________________
 AG7415* NAD 83(1986) POSITION- 27 47 17.76   (N) 082 45 15.72   (W)   HD_HELD1
 AG7415* NAVD 88 ORTHO HEIGHT -     1.057 (meters)        3.47  (feet) ADJUSTED
 AG7415  ______________________________________________________________________
 AG7415  GEOID HEIGHT    -        -24.388 (meters)                     GEOID18
 AG7415  DYNAMIC HEIGHT  -          1.055 (meters)        3.46  (feet) COMP
 AG7415  MODELED GRAVITY -    979,177.7   (mgal)                       NAVD 88
 AG7415
 AG7415  VERT ORDER      -  SECOND    CLASS I
 AG7415
 AG7415.The horizontal coordinates were determined by differentially corrected
 AG7415.hand held GPS observations or other comparable positioning techniques
 AG7415.and have an estimated accuracy of +/- 3 meters.
 AG7415
 AG7415.The orthometric height was determined by differential leveling and
 AG7415.adjusted by the NATIONAL GEODETIC SURVEY
 AG7415.in January 2011.
 AG7415
 AG7415.No vertical observational check was made to the station.
 AG7415
 AG7415.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7415.GEOID18 height accuracy estimate available here.
 AG7415
 AG7415.This Tidal Bench Mark is designated as VM 6549
 AG7415.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7415
 AG7415.Click photographs - Photos may exist for this station.
 AG7415
 AG7415.The dynamic height is computed by dividing the NAVD 88
 AG7415.geopotential number by the normal gravity value computed on the
 AG7415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7415.degrees latitude (g = 980.6199 gals.).
 AG7415
 AG7415.The modeled gravity was interpolated from observed gravity values.
 AG7415
 AG7415;                    North         East    Units  Estimated Accuracy
 AG7415;SPC FL W     -   382,974.7     125,657.7     MT  (+/- 3 meters HH1 GPS) 
 AG7415
 AG7415_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2715474981(NAD 83)
 AG7415
 AG7415                          SUPERSEDED SURVEY CONTROL
 AG7415
 AG7415  NAVD 88 (06/15/91)    1.083  (m)            3.55   (f) SUPERSEDED  2 1
 AG7415  NGVD 29 (??/??/92)    1.354  (m)            4.44   (f) ADJ UNCH    2 1
 AG7415
 AG7415.Superseded values are not recommended for survey control.
 AG7415
 AG7415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7415.See file dsdata.pdf to determine how the superseded data were derived.
 AG7415
 AG7415_MARKER: DD = SURVEY DISK
 AG7415_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7415_SP_SET: SIDEWALK
 AG7415_STAMPING: 6538 C 1976
 AG7415_MARK LOGO: NOS
 AG7415_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7415
 AG7415  HISTORY     - Date     Condition        Report By
 AG7415  HISTORY     - 1976     MONUMENTED       NOS
 AG7415  HISTORY     - 1982     GOOD             FLDNR
 AG7415  HISTORY     - 19990105 GOOD             USPSQD
 AG7415  HISTORY     - 20090916 GOOD             FLDEP
 AG7415
 AG7415                          STATION DESCRIPTION
 AG7415
 AG7415'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7415'IN ST PETERSBURG.
 AG7415'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (TYRONE BOULEVARD)
 AG7415'AND STATE ROAD 695 (PARK STREET), GO 1.55 MILES SOUTH ON PARK STREET
 AG7415'TO ELBOW LANE NORTH AND MUNICIPAL PARKING LOT 39A, GO WEST 0.05 MILE
 AG7415'TO A PARKING LOT AND THE MARK.  THE MARK IS NEAR THE SOUTHWEST
 AG7415'CORNER OF THE PARKING LOT, 13 FEET WEST OF A CONCRETE LAMP POLE,
 AG7415'115 FEET SOUTH OF TIDAL BENCH MARK 6538 B 1976, AND IS SET IN THE
 AG7415'TOP OF THE CONCRETE MEDIAN WALL BETWEEN TWO BOAT RAMPS.
 AG7415
 AG7415                          STATION RECOVERY (1999)
 AG7415
 AG7415'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7415'RECOVERED IN GOOD CONDITION.
 AG7415
 AG7415                          STATION RECOVERY (2009)
 AG7415
 AG7415'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7415'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7414 ***********************************************************************
 AG7414  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7414  DESIGNATION -  872 6538 E
 AG7414  PID         -  AG7414
 AG7414  STATE/COUNTY-  FL/PINELLAS
 AG7414  COUNTRY     -  US
 AG7414  USGS QUAD   -  SEMINOLE (2018)
 AG7414
 AG7414                         *CURRENT SURVEY CONTROL
 AG7414  ______________________________________________________________________
 AG7414* NAD 83(1986) POSITION- 27 47 18.     (N) 082 45 13.     (W)   SCALED
 AG7414* NAVD 88 ORTHO HEIGHT -     1.673 (meters)        5.49  (feet) ADJUSTED
 AG7414  ______________________________________________________________________
 AG7414  GEOID HEIGHT    -        -24.390 (meters)                     GEOID18
 AG7414  DYNAMIC HEIGHT  -          1.670 (meters)        5.48  (feet) COMP
 AG7414  MODELED GRAVITY -    979,177.7   (mgal)                       NAVD 88
 AG7414
 AG7414  VERT ORDER      -  SECOND    CLASS I
 AG7414
 AG7414.The horizontal coordinates were scaled from a map and have
 AG7414.an estimated accuracy of +/- 6 seconds.
 AG7414
 AG7414.The orthometric height was determined by differential leveling and
 AG7414.adjusted by the NATIONAL GEODETIC SURVEY
 AG7414.in June 1991.
 AG7414
 AG7414.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7414.GEOID18 height accuracy estimate available here.
 AG7414
 AG7414.This Tidal Bench Mark is designated as VM 6550
 AG7414.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7414
 AG7414.Click photographs - Photos may exist for this station.
 AG7414
 AG7414.The dynamic height is computed by dividing the NAVD 88
 AG7414.geopotential number by the normal gravity value computed on the
 AG7414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7414.degrees latitude (g = 980.6199 gals.).
 AG7414
 AG7414.The modeled gravity was interpolated from observed gravity values.
 AG7414
 AG7414;                    North         East    Units  Estimated Accuracy
 AG7414;SPC FL W     -   382,980.      125,730.      MT  (+/- 180 meters Scaled)
 AG7414
 AG7414_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL272749(NAD 83)
 AG7414
 AG7414                          SUPERSEDED SURVEY CONTROL
 AG7414
 AG7414  NGVD 29 (??/??/92)    1.943  (m)            6.37   (f) ADJ UNCH    2 1
 AG7414
 AG7414.Superseded values are not recommended for survey control.
 AG7414
 AG7414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7414.See file dsdata.pdf to determine how the superseded data were derived.
 AG7414
 AG7414_MARKER: DD = SURVEY DISK
 AG7414_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7414_SP_SET: STAIRWAY
 AG7414_STAMPING: 6538 E 1976
 AG7414_MARK LOGO: NOS
 AG7414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7414
 AG7414  HISTORY     - Date     Condition        Report By
 AG7414  HISTORY     - 1976     MONUMENTED       NOS
 AG7414  HISTORY     - 1982     GOOD             FLDNR
 AG7414  HISTORY     - 19990105 GOOD             USPSQD
 AG7414  HISTORY     - 20090909 MARK NOT FOUND   FLDEP
 AG7414
 AG7414                          STATION DESCRIPTION
 AG7414
 AG7414'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7414'IN ST PETERSBURG.
 AG7414'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (TYRONE BOULEVARD)
 AG7414'AND STATE ROAD 695 (PARK STREET), GO 1.55 MILES SOUTH ON PARK STREET
 AG7414'TO ELBOW LANE NORTH AND MUNICIPAL PARKING LOT 39A, GO WEST 0.05
 AG7414'MILE TO A PARKING LOT AND THE MARK.  THE MARK IS SET IN THE TOP
 AG7414'OF THE STAIRWAY AT THE SOUTHEAST CORNER OF A PUMPING STATION, 4.5
 AG7414'FEET NORTH OF THE SOUTHEAST CORNER, 0.5 FOOT EAST OF THE PUMPING
 AG7414'STATION WALL, AND 200 FEET EAST-NORTHEAST OF TIDAL BENCH MARK 6538
 AG7414'C 1976.
 AG7414
 AG7414                          STATION RECOVERY (1999)
 AG7414
 AG7414'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7414'RECOVERED IN GOOD CONDITION.
 AG7414
 AG7414                          STATION RECOVERY (2009)
 AG7414
 AG7414'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7414'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7413 ***********************************************************************
 AG7413  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7413  DESIGNATION -  872 6538 F
 AG7413  PID         -  AG7413
 AG7413  STATE/COUNTY-  FL/PINELLAS
 AG7413  COUNTRY     -  US
 AG7413  USGS QUAD   -  SEMINOLE (2018)
 AG7413
 AG7413                         *CURRENT SURVEY CONTROL
 AG7413  ______________________________________________________________________
 AG7413* NAD 83(1986) POSITION- 27 47 18.6    (N) 082 45 12.7    (W)   HD_HELD2
 AG7413* NAVD 88 ORTHO HEIGHT -     1.800 (meters)        5.91  (feet) ADJUSTED
 AG7413  ______________________________________________________________________
 AG7413  GEOID HEIGHT    -        -24.390 (meters)                     GEOID18
 AG7413  DYNAMIC HEIGHT  -          1.798 (meters)        5.90  (feet) COMP
 AG7413  MODELED GRAVITY -    979,177.7   (mgal)                       NAVD 88
 AG7413
 AG7413  VERT ORDER      -  SECOND    CLASS I
 AG7413
 AG7413.The horizontal coordinates were established by autonomous hand held GPS
 AG7413.observations and have an estimated accuracy of +/- 10 meters.
 AG7413
 AG7413.The orthometric height was determined by differential leveling and
 AG7413.adjusted by the NATIONAL GEODETIC SURVEY
 AG7413.in January 2011.
 AG7413
 AG7413.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7413.GEOID18 height accuracy estimate available here.
 AG7413
 AG7413.This Tidal Bench Mark is designated as VM 6551
 AG7413.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7413
 AG7413.Click photographs - Photos may exist for this station.
 AG7413
 AG7413.The dynamic height is computed by dividing the NAVD 88
 AG7413.geopotential number by the normal gravity value computed on the
 AG7413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7413.degrees latitude (g = 980.6199 gals.).
 AG7413
 AG7413.The modeled gravity was interpolated from observed gravity values.
 AG7413
 AG7413;                    North         East    Units  Estimated Accuracy
 AG7413;SPC FL W     -   383,000.      125,741.      MT  (+/- 10 meters HH2 GPS)
 AG7413
 AG7413_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2723775006(NAD 83)
 AG7413
 AG7413                          SUPERSEDED SURVEY CONTROL
 AG7413
 AG7413  NAVD 88 (06/15/91)    1.797  (m)            5.90   (f) SUPERSEDED  2 1
 AG7413  NGVD 29 (??/??/92)    2.067  (m)            6.78   (f) ADJ UNCH    2 1
 AG7413
 AG7413.Superseded values are not recommended for survey control.
 AG7413
 AG7413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7413.See file dsdata.pdf to determine how the superseded data were derived.
 AG7413
 AG7413_MARKER: DD = SURVEY DISK
 AG7413_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7413_STAMPING: 6538 F 1976
 AG7413_MARK LOGO: NOS
 AG7413_PROJECTION: FLUSH
 AG7413_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7413_ROD/PIPE-DEPTH: 12.2 meters
 AG7413
 AG7413  HISTORY     - Date     Condition        Report By
 AG7413  HISTORY     - 1976     MONUMENTED       NOS
 AG7413  HISTORY     - 1982     GOOD             FLDNR
 AG7413  HISTORY     - 19990105 GOOD             USPSQD
 AG7413  HISTORY     - 20090916 GOOD             FLDEP
 AG7413
 AG7413                          STATION DESCRIPTION
 AG7413
 AG7413'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7413'IN ST PETERSBURG.
 AG7413'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (TYRONE BOULEVARD)
 AG7413'AND STATE ROAD 695 (PARK STREET), GO 1.55 MILES SOUTH ON PARK
 AG7413'STREET TO ELBOW LANE NORTH AND MUNICIPAL PARKING LOT 39A, GO WEST
 AG7413'0.05 MILE TO PARKING LOT AND THE MARK.  THE MARK BEARS 30 FEET SOUTH
 AG7413'OF THE CENTER OF THE DRIVE TO THE PARKING LOT, 2.5 FEET NORTHWEST OF
 AG7413'A POWER POLE, AND 70 FEET NORTHEAST OF TIDAL BENCH MARK 6538 E 1976.
 AG7413
 AG7413                          STATION RECOVERY (1999)
 AG7413
 AG7413'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7413'RECOVERED IN GOOD CONDITION.
 AG7413
 AG7413                          STATION RECOVERY (2009)
 AG7413
 AG7413'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7413'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2770 ***********************************************************************
 DM2770  DESIGNATION -  872 6538 G
 DM2770  PID         -  DM2770
 DM2770  STATE/COUNTY-  FL/PINELLAS
 DM2770  COUNTRY     -  US
 DM2770  USGS QUAD   -  SEMINOLE (2018)
 DM2770
 DM2770                         *CURRENT SURVEY CONTROL
 DM2770  ______________________________________________________________________
 DM2770* NAD 83(1986) POSITION- 27 47 17.9    (N) 082 45 15.4    (W)   HD_HELD2
 DM2770* NAVD 88 ORTHO HEIGHT -     0.708 (meters)        2.32  (feet) ADJUSTED
 DM2770  ______________________________________________________________________
 DM2770  GEOID HEIGHT    -        -24.389 (meters)                     GEOID18
 DM2770  DYNAMIC HEIGHT  -          0.707 (meters)        2.32  (feet) COMP
 DM2770  MODELED GRAVITY -    979,177.7   (mgal)                       NAVD 88
 DM2770
 DM2770  VERT ORDER      -  SECOND    CLASS I
 DM2770
 DM2770.The horizontal coordinates were established by autonomous hand held GPS
 DM2770.observations and have an estimated accuracy of +/- 10 meters.
 DM2770
 DM2770.The orthometric height was determined by differential leveling and
 DM2770.adjusted by the NATIONAL GEODETIC SURVEY
 DM2770.in January 2011.
 DM2770
 DM2770.No vertical observational check was made to the station.
 DM2770
 DM2770.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2770.GEOID18 height accuracy estimate available here.
 DM2770
 DM2770.Click photographs - Photos may exist for this station.
 DM2770
 DM2770.The dynamic height is computed by dividing the NAVD 88
 DM2770.geopotential number by the normal gravity value computed on the
 DM2770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2770.degrees latitude (g = 980.6199 gals.).
 DM2770
 DM2770.The modeled gravity was interpolated from observed gravity values.
 DM2770
 DM2770;                    North         East    Units  Estimated Accuracy
 DM2770;SPC FL W     -   382,979.      125,666.      MT  (+/- 10 meters HH2 GPS)
 DM2770
 DM2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2716374986(NAD 83)
 DM2770
 DM2770                          SUPERSEDED SURVEY CONTROL
 DM2770
 DM2770.No superseded survey control is available for this station.
 DM2770
 DM2770_MARKER: DD = SURVEY DISK
 DM2770_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM2770_SP_SET: SEAWALL
 DM2770_STAMPING: 6538 G 2009
 DM2770_MARK LOGO: FLDEP
 DM2770_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2770+STABILITY: SURFACE MOTION
 DM2770_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM2770+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2009
 DM2770
 DM2770  HISTORY     - Date     Condition        Report By
 DM2770  HISTORY     - 20090916 MONUMENTED       FLDEP
 DM2770
 DM2770                          STATION DESCRIPTION
 DM2770
 DM2770'DESCRIBED BY FL DEPT OF ENV PRO 2009
 DM2770'THE MARK IS ABOUT 12.5 MI (20.1 KM) SOUTH-SOUTHEAST OF CLEARWATER, 4.7
 DM2770'MI (7.6 KM) WEST-NORTHWEST OF SAINT PETERSBURG, 4.2 MI (6.8 KM)
 DM2770'SOUTH-SOUTHEAST OF SEMINOLE, IN SECTION 13, TOWNSHIP 31 SOUTH, RANGE
 DM2770'15 EAST.
 DM2770'
 DM2770'TO REACH THE MARK FROM THE INTERSECTION OF U.S. ALTERNATE 19, (TYRONE
 DM2770'BLVD) AND STATE ROAD 695 (PARK STREET) IN SAINT PETERSBURG, GO SOUTH
 DM2770'ON STATE ROAD 695 (PARK STREET) FOR 1.55 MI (2.5 KM) TO THE
 DM2770'INTERSECTION OF ELBOW LANE NORTH AND THE MUNICIPAL PARKING LOT 39A ON
 DM2770'THE RIGHT.  TURN RIGHT ON ELBOW LANE NORTH AND GO WEST FOR 0.1 MI (0.2
 DM2770'KM) TO THE MARK ON THE RIGHT, SET FLUSH IN THE SEAWALL OF THE NORTHERN
 DM2770'MOST CENTRAL BOAT RAMPS.
 DM2770'
 DM2770'LOCATED 38.5 FT (11.7 M) WEST-NORTHWEST OF A CONCRETE DOUBLE LIGHT
 DM2770'POLE, 26.7 FT (8.1 M) NORTHWEST OF MARK 6538 C 1976, 7.5 FT (2.3 M)
 DM2770'NORTH OF THE CENTERLINE OF THE CENTRAL BOAT RAMP AND 0.9 FT (0.3 M)
 DM2770'SOUTH OF THE NORTHERN MOST EDGE OF A CONCRETE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2771 ***********************************************************************
 DM2771  DESIGNATION -  872 6538 H
 DM2771  PID         -  DM2771
 DM2771  STATE/COUNTY-  FL/PINELLAS
 DM2771  COUNTRY     -  US
 DM2771  USGS QUAD   -  SEMINOLE (2018)
 DM2771
 DM2771                         *CURRENT SURVEY CONTROL
 DM2771  ______________________________________________________________________
 DM2771* NAD 83(1986) POSITION- 27 47 17.7    (N) 082 45 15.1    (W)   HD_HELD2
 DM2771* NAVD 88 ORTHO HEIGHT -     1.335 (meters)        4.38  (feet) ADJUSTED
 DM2771  ______________________________________________________________________
 DM2771  GEOID HEIGHT    -        -24.389 (meters)                     GEOID18
 DM2771  DYNAMIC HEIGHT  -          1.333 (meters)        4.37  (feet) COMP
 DM2771  MODELED GRAVITY -    979,177.7   (mgal)                       NAVD 88
 DM2771
 DM2771  VERT ORDER      -  SECOND    CLASS I
 DM2771
 DM2771.The horizontal coordinates were established by autonomous hand held GPS
 DM2771.observations and have an estimated accuracy of +/- 10 meters.
 DM2771
 DM2771.The orthometric height was determined by differential leveling and
 DM2771.adjusted by the NATIONAL GEODETIC SURVEY
 DM2771.in January 2011.
 DM2771
 DM2771.No vertical observational check was made to the station.
 DM2771
 DM2771.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2771.GEOID18 height accuracy estimate available here.
 DM2771
 DM2771.Click photographs - Photos may exist for this station.
 DM2771
 DM2771.The dynamic height is computed by dividing the NAVD 88
 DM2771.geopotential number by the normal gravity value computed on the
 DM2771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2771.degrees latitude (g = 980.6199 gals.).
 DM2771
 DM2771.The modeled gravity was interpolated from observed gravity values.
 DM2771
 DM2771;                    North         East    Units  Estimated Accuracy
 DM2771;SPC FL W     -   382,973.      125,675.      MT  (+/- 10 meters HH2 GPS)
 DM2771
 DM2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2717174979(NAD 83)
 DM2771
 DM2771                          SUPERSEDED SURVEY CONTROL
 DM2771
 DM2771.No superseded survey control is available for this station.
 DM2771
 DM2771_MARKER: DD = SURVEY DISK
 DM2771_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM2771_SP_SET: SEAWALL
 DM2771_STAMPING: 6538 H 2009
 DM2771_MARK LOGO: FLDEP
 DM2771_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM2771+STABILITY: SURFACE MOTION
 DM2771_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM2771+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2009
 DM2771
 DM2771  HISTORY     - Date     Condition        Report By
 DM2771  HISTORY     - 20090916 MONUMENTED       FLDEP
 DM2771
 DM2771                          STATION DESCRIPTION
 DM2771
 DM2771'DESCRIBED BY FL DEPT OF ENV PRO 2009
 DM2771'THE MARK IS ABOUT 12.5 MI (20.1 KM) SOUTH-SOUTHEAST OF CLEARWATER, 4.7
 DM2771'MI (7.6 KM) WEST-NORTHWEST OF SAINT PETERSBURG, 4.2 MI (6.8 KM)
 DM2771'SOUTH-SOUTHEAST OF SEMINOLE, IN SECTION 13, TOWNSHIP 31 SOUTH, RANGE
 DM2771'15 EAST.
 DM2771'
 DM2771'TO REACH THE MARK FROM THE INTERSECTION OF U.S. ALTERNATE 19, (TYRONE
 DM2771'BLVD) AND STATE ROAD 695 (PARK STREET) IN SAINT PETERSBURG, GO SOUTH
 DM2771'ON STATE ROAD 695 (PARK STREET) FOR 1.55 MI (2.5 KM) TO THE
 DM2771'INTERSECTION OF ELBOW LANE NORTH AND THE MUNICIPAL PARKING LOT 39A ON
 DM2771'THE RIGHT.  TURN RIGHT ON ELBOW LANE NORTH AND GO WEST FOR 0.1 MI (0.2
 DM2771'KM) TO THE MARK ON THE LEFT, SET FLUSH IN THE SEAWALL OF THE SOUTHERN
 DM2771'MOST CENTRAL BOAT RAMPS.
 DM2771'
 DM2771'LOCATED 26.7 FT (8.1 M) EAST-SOUTHEAST OF MARK 6538 C 1976, 25.8 FT
 DM2771'(7.9 M) SOUTHEAST OF A CONCRETE DOUBLE LIGHT POLE, 9.3 FT (2.8 M)
 DM2771'SOUTH OF THE CENTERLINE OF THE CENTRAL BOAT RAMP AND 6.1 FT (1.9 M)
 DM2771'NORTH OF A METAL HANDRAIL ATTACHED TO A WOODEN DOCK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7597 ***********************************************************************
 AG7597  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7597  DESIGNATION -  872 6539 A TIDAL
 AG7597  PID         -  AG7597
 AG7597  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7597  COUNTRY     -  US
 AG7597  USGS QUAD   -  GIBSONTON (2018)
 AG7597
 AG7597                         *CURRENT SURVEY CONTROL
 AG7597  ______________________________________________________________________
 AG7597* NAD 83(1986) POSITION- 27 46 53.     (N) 082 24 04.     (W)   SCALED
 AG7597* NAVD 88 ORTHO HEIGHT -     0.425 (meters)        1.39  (feet) ADJUSTED
 AG7597  ______________________________________________________________________
 AG7597  GEOID HEIGHT    -        -24.898 (meters)                     GEOID18
 AG7597  DYNAMIC HEIGHT  -          0.424 (meters)        1.39  (feet) COMP
 AG7597  MODELED GRAVITY -    979,165.7   (mgal)                       NAVD 88
 AG7597
 AG7597  VERT ORDER      -  FIRST     CLASS II
 AG7597
 AG7597.The horizontal coordinates were scaled from a map and have
 AG7597.an estimated accuracy of +/- 6 seconds.
 AG7597
 AG7597.The orthometric height was determined by differential leveling and
 AG7597.adjusted by the NATIONAL GEODETIC SURVEY
 AG7597.in July 2009.
 AG7597
 AG7597.No vertical observational check was made to the station.
 AG7597
 AG7597.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7597.GEOID18 height accuracy estimate available here.
 AG7597
 AG7597.This Tidal Bench Mark is designated as VM 6552
 AG7597.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7597
 AG7597.Click photographs - Photos may exist for this station.
 AG7597
 AG7597.The dynamic height is computed by dividing the NAVD 88
 AG7597.geopotential number by the normal gravity value computed on the
 AG7597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7597.degrees latitude (g = 980.6199 gals.).
 AG7597
 AG7597.The modeled gravity was interpolated from observed gravity values.
 AG7597
 AG7597;                    North         East    Units  Estimated Accuracy
 AG7597;SPC FL W     -   382,050.      160,470.      MT  (+/- 180 meters Scaled)
 AG7597
 AG7597_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL619737(NAD 83)
 AG7597
 AG7597                          SUPERSEDED SURVEY CONTROL
 AG7597
 AG7597  NAVD 88 (06/15/91)    0.421  (m)            1.38   (f) SUPERSEDED  2 1
 AG7597
 AG7597.Superseded values are not recommended for survey control.
 AG7597
 AG7597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7597.See file dsdata.pdf to determine how the superseded data were derived.
 AG7597
 AG7597_MARKER: F = FLANGE-ENCASED ROD
 AG7597_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7597_STAMPING: 6539 A 1977
 AG7597_MARK LOGO: NOS
 AG7597_PROJECTION: FLUSH
 AG7597_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7597_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7597+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 AG7597_ROD/PIPE-DEPTH: 12.2 meters
 AG7597
 AG7597  HISTORY     - Date     Condition        Report By
 AG7597  HISTORY     - 1977     MONUMENTED       NOS
 AG7597  HISTORY     - 1982     GOOD             FLDNR
 AG7597  HISTORY     - 20080418 GOOD             FLDEP
 AG7597
 AG7597                          STATION DESCRIPTION
 AG7597
 AG7597'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7597'IN APOLLO BEACH.
 AG7597'BEGIN AT THE JUNCTION OF APOLLO BEACH BOULEVARD AND U.S.
 AG7597'HIGHWAY 41, GO 0.7 MILE WEST ON APOLLO BEACH BOULEVARD TO
 AG7597'THE JUNCTION OF DICKMAN DRIVE, GO 0.5 MILE NORTH ON
 AG7597'DICKMAN DRIVE TO THE MARK.
 AG7597'THE MARK IS ALONG THE NORTH BANK OF NEWMAN BRANCH CREEK,
 AG7597'17 FEET NORTH OF THE APPROXIMATE HIGH-WATER LINE, 230
 AG7597'FEET WEST OF THE NORTHWEST CORNER OF THE BRIDGE OVER THE
 AG7597'CREEK, AND 0.8 FOOT SOUTH OF A WITNESS POST.
 AG7597
 AG7597                          STATION RECOVERY (2008)
 AG7597
 AG7597'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG7597'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7596 ***********************************************************************
 AG7596  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7596  DESIGNATION -  872 6539 B TIDAL
 AG7596  PID         -  AG7596
 AG7596  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7596  COUNTRY     -  US
 AG7596  USGS QUAD   -  GIBSONTON (2018)
 AG7596
 AG7596                         *CURRENT SURVEY CONTROL
 AG7596  ______________________________________________________________________
 AG7596* NAD 83(1986) POSITION- 27 46 53.     (N) 082 24 02.     (W)   SCALED
 AG7596* NAVD 88 ORTHO HEIGHT -     2.496 (meters)        8.19  (feet) ADJUSTED
 AG7596  ______________________________________________________________________
 AG7596  GEOID HEIGHT    -        -24.899 (meters)                     GEOID18
 AG7596  DYNAMIC HEIGHT  -          2.492 (meters)        8.18  (feet) COMP
 AG7596  MODELED GRAVITY -    979,165.7   (mgal)                       NAVD 88
 AG7596
 AG7596  VERT ORDER      -  FIRST     CLASS II
 AG7596
 AG7596.The horizontal coordinates were scaled from a map and have
 AG7596.an estimated accuracy of +/- 6 seconds.
 AG7596
 AG7596.The orthometric height was determined by differential leveling and
 AG7596.adjusted by the NATIONAL GEODETIC SURVEY
 AG7596.in June 1991.
 AG7596
 AG7596.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7596.GEOID18 height accuracy estimate available here.
 AG7596
 AG7596.This Tidal Bench Mark is designated as VM 6553
 AG7596.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7596
 AG7596.Click photographs - Photos may exist for this station.
 AG7596
 AG7596.The dynamic height is computed by dividing the NAVD 88
 AG7596.geopotential number by the normal gravity value computed on the
 AG7596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7596.degrees latitude (g = 980.6199 gals.).
 AG7596
 AG7596.The modeled gravity was interpolated from observed gravity values.
 AG7596
 AG7596;                    North         East    Units  Estimated Accuracy
 AG7596;SPC FL W     -   382,050.      160,520.      MT  (+/- 180 meters Scaled)
 AG7596
 AG7596_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL620737(NAD 83)
 AG7596
 AG7596                          SUPERSEDED SURVEY CONTROL
 AG7596
 AG7596.No superseded survey control is available for this station.
 AG7596
 AG7596_MARKER: DB = BENCH MARK DISK
 AG7596_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7596_SP_SET: BRIDGE ABUTMENT
 AG7596_STAMPING: 6539 B 1977
 AG7596_MARK LOGO: NOS
 AG7596_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7596_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7596+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2020
 AG7596
 AG7596  HISTORY     - Date     Condition        Report By
 AG7596  HISTORY     - 1977     MONUMENTED       NOS
 AG7596  HISTORY     - 1977     GOOD             USPSQD
 AG7596  HISTORY     - 1982     GOOD             FLDNR
 AG7596  HISTORY     - 20070623 GOOD             FLDEP
 AG7596  HISTORY     - 20080418 GOOD             FL-057
 AG7596  HISTORY     - 20201007 GOOD             FGLDSV
 AG7596
 AG7596                          STATION DESCRIPTION
 AG7596
 AG7596'DESCRIBED BY US POWER SQUADRON 1977 (RC)
 AG7596'RECOVERED IN GOOD CONDITION.
 AG7596
 AG7596                          STATION RECOVERY (1982)
 AG7596
 AG7596'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7596'IN APOLLO BEACH.
 AG7596'BEGIN AT THE JUNCTION OF APOLLO BEACH BOULEVARD AND U.S.
 AG7596'HIGHWAY 41, GO 0.7 MILE WEST ON APOLLO BEACH BOULEVARD TO
 AG7596'THE JUNCTION OF DICKMAN DRIVE, GO 0.5 MILE NORTH ON
 AG7596'DICKMAN DRIVE TO THE MARK.
 AG7596'THE MARK BEARS 21 FEET WEST OF THE CENTERLINE OF DICKMAN
 AG7596'DRIVE, 61 FEET NORTH OF THE SOUTH END OF THE BRIDGE, AND
 AG7596'IS SET IN THE ABUTMENT AT THE NORTHWEST CORNER OF THE
 AG7596'BRIDGE OVER NEWMAN BRANCH CREEK.
 AG7596'THE MARK IS 1 FT BELOW ROAD.
 AG7596
 AG7596                          STATION RECOVERY (2007)
 AG7596
 AG7596'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7596'RECOVERED AS DESCRIBED.
 AG7596
 AG7596                          STATION RECOVERY (2008)
 AG7596
 AG7596'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2008 (JG)
 AG7596'RECOVERED IN GOOD CONDITION.
 AG7596
 AG7596                          STATION RECOVERY (2020)
 AG7596
 AG7596'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2020 (JKI)
 AG7596'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7598 ***********************************************************************
 AG7598  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7598  DESIGNATION -  872 6539 C TIDAL
 AG7598  PID         -  AG7598
 AG7598  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7598  COUNTRY     -  US
 AG7598  USGS QUAD   -  GIBSONTON (2018)
 AG7598
 AG7598                         *CURRENT SURVEY CONTROL
 AG7598  ______________________________________________________________________
 AG7598* NAD 83(1986) POSITION- 27 46 53.     (N) 082 24 02.     (W)   SCALED
 AG7598* NAVD 88 ORTHO HEIGHT -     2.500 (meters)        8.20  (feet) ADJUSTED
 AG7598  ______________________________________________________________________
 AG7598  GEOID HEIGHT    -        -24.899 (meters)                     GEOID18
 AG7598  DYNAMIC HEIGHT  -          2.496 (meters)        8.19  (feet) COMP
 AG7598  MODELED GRAVITY -    979,165.7   (mgal)                       NAVD 88
 AG7598
 AG7598  VERT ORDER      -  FIRST     CLASS II
 AG7598
 AG7598.The horizontal coordinates were scaled from a map and have
 AG7598.an estimated accuracy of +/- 6 seconds.
 AG7598
 AG7598.The orthometric height was determined by differential leveling and
 AG7598.adjusted by the NATIONAL GEODETIC SURVEY
 AG7598.in July 2009.
 AG7598
 AG7598.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7598.GEOID18 height accuracy estimate available here.
 AG7598
 AG7598.This Tidal Bench Mark is designated as VM 6554
 AG7598.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7598
 AG7598.Click photographs - Photos may exist for this station.
 AG7598
 AG7598.The dynamic height is computed by dividing the NAVD 88
 AG7598.geopotential number by the normal gravity value computed on the
 AG7598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7598.degrees latitude (g = 980.6199 gals.).
 AG7598
 AG7598.The modeled gravity was interpolated from observed gravity values.
 AG7598
 AG7598;                    North         East    Units  Estimated Accuracy
 AG7598;SPC FL W     -   382,050.      160,520.      MT  (+/- 180 meters Scaled)
 AG7598
 AG7598_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL620737(NAD 83)
 AG7598
 AG7598                          SUPERSEDED SURVEY CONTROL
 AG7598
 AG7598  NAVD 88 (06/15/91)    2.501  (m)            8.21   (f) SUPERSEDED  2 1
 AG7598
 AG7598.Superseded values are not recommended for survey control.
 AG7598
 AG7598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7598.See file dsdata.pdf to determine how the superseded data were derived.
 AG7598
 AG7598_MARKER: DB = BENCH MARK DISK
 AG7598_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7598_SP_SET: BRIDGE ABUTMENT
 AG7598_STAMPING: 6539 C 1977
 AG7598_MARK LOGO: NOS
 AG7598_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7598_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7598+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 AG7598
 AG7598  HISTORY     - Date     Condition        Report By
 AG7598  HISTORY     - 1977     MONUMENTED       NOS
 AG7598  HISTORY     - 1982     GOOD             FLDNR
 AG7598  HISTORY     - 1991     GOOD             USPSQD
 AG7598  HISTORY     - 20070623 GOOD             FLDEP
 AG7598  HISTORY     - 20090617 GOOD             FL-057
 AG7598
 AG7598                          STATION DESCRIPTION
 AG7598
 AG7598'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7598'IN APOLLO BEACH.
 AG7598'BEGIN AT THE JUNCTION OF APOLLO BEACH BOULEVARD AND U.S.
 AG7598'HIGHWAY 41, GO 0.7 MILE WEST ON APOLLO BEACH BOULEVARD TO
 AG7598'THE JUNCTION OF DICKMAN DRIVE, GO 0.5 MILE NORTH ON
 AG7598'DICKMAN DRIVE TO THE MARK.
 AG7598'THE MARK IS SET IN THE ABUTMENT AT THE SOUTHEAST CORNER
 AG7598'OF THE BRIDGE OVER NEWMAN BRANCH CREEK, 2.2 FEET EAST
 AG7598'OF THE SOUTHEAST CORNER OF THE BRIDGE, AND 20 FEET EAST
 AG7598'OF THE CENTERLINE OF DICKMAN DRIVE.
 AG7598'THE MARK IS 1 FT BELOW ROAD.
 AG7598
 AG7598                          STATION RECOVERY (1991)
 AG7598
 AG7598'RECOVERY NOTE BY US POWER SQUADRON 1991 (RC)
 AG7598'RECOVERED IN GOOD CONDITION.
 AG7598
 AG7598                          STATION RECOVERY (2007)
 AG7598
 AG7598'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7598'RECOVERED AS DESCRIBED.
 AG7598
 AG7598                          STATION RECOVERY (2009)
 AG7598
 AG7598'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2009 (JG)
 AG7598'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7599 ***********************************************************************
 AG7599  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7599  DESIGNATION -  872 6539 E TIDAL
 AG7599  PID         -  AG7599
 AG7599  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7599  COUNTRY     -  US
 AG7599  USGS QUAD   -  GIBSONTON (2018)
 AG7599
 AG7599                         *CURRENT SURVEY CONTROL
 AG7599  ______________________________________________________________________
 AG7599* NAD 83(1986) POSITION- 27 46 39.22   (N) 082 24 03.22   (W)   HD_HELD1
 AG7599* NAVD 88 ORTHO HEIGHT -     2.503 (meters)        8.21  (feet) ADJUSTED
 AG7599  ______________________________________________________________________
 AG7599  GEOID HEIGHT    -        -24.895 (meters)                     GEOID18
 AG7599  DYNAMIC HEIGHT  -          2.499 (meters)        8.20  (feet) COMP
 AG7599  MODELED GRAVITY -    979,165.2   (mgal)                       NAVD 88
 AG7599
 AG7599  VERT ORDER      -  FIRST     CLASS II
 AG7599
 AG7599.The horizontal coordinates were determined by differentially corrected
 AG7599.hand held GPS observations or other comparable positioning techniques
 AG7599.and have an estimated accuracy of +/- 3 meters.
 AG7599
 AG7599.The orthometric height was determined by differential leveling and
 AG7599.adjusted by the NATIONAL GEODETIC SURVEY
 AG7599.in June 1991.
 AG7599
 AG7599.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7599.GEOID18 height accuracy estimate available here.
 AG7599
 AG7599.This Tidal Bench Mark is designated as VM 6555
 AG7599.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7599
 AG7599.Click photographs - Photos may exist for this station.
 AG7599
 AG7599.The dynamic height is computed by dividing the NAVD 88
 AG7599.geopotential number by the normal gravity value computed on the
 AG7599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7599.degrees latitude (g = 980.6199 gals.).
 AG7599
 AG7599.The modeled gravity was interpolated from observed gravity values.
 AG7599
 AG7599;                    North         East    Units  Estimated Accuracy
 AG7599;SPC FL W     -   381,624.7     160,488.7     MT  (+/- 3 meters HH1 GPS) 
 AG7599
 AG7599_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6197073348(NAD 83)
 AG7599
 AG7599                          SUPERSEDED SURVEY CONTROL
 AG7599
 AG7599.No superseded survey control is available for this station.
 AG7599
 AG7599_MARKER: DB = BENCH MARK DISK
 AG7599_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7599_SP_SET: BRIDGE ABUTMENT
 AG7599_STAMPING: 6539 E 1977
 AG7599_MARK LOGO: NOS
 AG7599_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7599_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7599+SATELLITE: SATELLITE OBSERVATIONS - October 07, 2020
 AG7599
 AG7599  HISTORY     - Date     Condition        Report By
 AG7599  HISTORY     - 1977     MONUMENTED       NOS
 AG7599  HISTORY     - 1982     GOOD             FLDNR
 AG7599  HISTORY     - 20071128 GOOD             FL-057
 AG7599  HISTORY     - 20080412 GOOD             FLDEP
 AG7599  HISTORY     - 20201007 GOOD             FGLDSV
 AG7599
 AG7599                          STATION DESCRIPTION
 AG7599
 AG7599'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7599'IN APOLLO BEACH.
 AG7599'BEGIN AT THE JUNCTION OF APOLLO BEACH BOULEVARD AND U.S.
 AG7599'HIGHWAY 41, GO 0.7 MILE WEST ON APOLLO BEACH BOULEVARD TO
 AG7599'THE JUNCTION OF DICKMAN DRIVE, GO 0.2 MILE NORTH ON
 AG7599'DICKMAN DRIVE TO THE MARK.
 AG7599'THE MARK IS SET IN THE ABUTMENT OF A SMALL BRIDGE OVER A
 AG7599'CANAL, 2 FEET WEST OF THE NORTHWEST CORNER OF THE BRIDGE,
 AG7599'20 FEET WEST OF THE CENTERLINE OF DICKMAN DRIVE, AND 61
 AG7599'FEET NORTH OF THE SOUTH END OF THE BRIDGE.
 AG7599'THE MARK IS 1 FT BELOW ROAD.
 AG7599
 AG7599                          STATION RECOVERY (2007)
 AG7599
 AG7599'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2007 (JG)
 AG7599'RECOVERED IN GOOD CONDITION.
 AG7599
 AG7599                          STATION RECOVERY (2008)
 AG7599
 AG7599'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG7599'RECOVERED AS DESCRIBED.
 AG7599
 AG7599                          STATION RECOVERY (2020)
 AG7599
 AG7599'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2020 (JKI)
 AG7599'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7600 ***********************************************************************
 AG7600  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7600  DESIGNATION -  872 6539 F TIDAL
 AG7600  PID         -  AG7600
 AG7600  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7600  COUNTRY     -  US
 AG7600  USGS QUAD   -  GIBSONTON (2018)
 AG7600
 AG7600                         *CURRENT SURVEY CONTROL
 AG7600  ______________________________________________________________________
 AG7600* NAD 83(1986) POSITION- 27 46 38.63   (N) 082 24 02.77   (W)   HD_HELD1
 AG7600* NAVD 88 ORTHO HEIGHT -     2.523 (meters)        8.28  (feet) ADJUSTED
 AG7600  ______________________________________________________________________
 AG7600  GEOID HEIGHT    -        -24.895 (meters)                     GEOID18
 AG7600  DYNAMIC HEIGHT  -          2.519 (meters)        8.26  (feet) COMP
 AG7600  MODELED GRAVITY -    979,165.2   (mgal)                       NAVD 88
 AG7600
 AG7600  VERT ORDER      -  FIRST     CLASS II
 AG7600
 AG7600.The horizontal coordinates were determined by differentially corrected
 AG7600.hand held GPS observations or other comparable positioning techniques
 AG7600.and have an estimated accuracy of +/- 3 meters.
 AG7600
 AG7600.The orthometric height was determined by differential leveling and
 AG7600.adjusted by the NATIONAL GEODETIC SURVEY
 AG7600.in June 1991.
 AG7600
 AG7600.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7600.GEOID18 height accuracy estimate available here.
 AG7600
 AG7600.This Tidal Bench Mark is designated as VM 6556
 AG7600.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7600
 AG7600.Click photographs - Photos may exist for this station.
 AG7600
 AG7600.The dynamic height is computed by dividing the NAVD 88
 AG7600.geopotential number by the normal gravity value computed on the
 AG7600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7600.degrees latitude (g = 980.6199 gals.).
 AG7600
 AG7600.The modeled gravity was interpolated from observed gravity values.
 AG7600
 AG7600;                    North         East    Units  Estimated Accuracy
 AG7600;SPC FL W     -   381,606.5     160,501.0     MT  (+/- 3 meters HH1 GPS) 
 AG7600
 AG7600_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6198273330(NAD 83)
 AG7600
 AG7600                          SUPERSEDED SURVEY CONTROL
 AG7600
 AG7600.No superseded survey control is available for this station.
 AG7600
 AG7600_MARKER: DB = BENCH MARK DISK
 AG7600_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7600_SP_SET: BRIDGE ABUTMENT
 AG7600_STAMPING: 6539 F 1977
 AG7600_MARK LOGO: NOS
 AG7600_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7600+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 AG7600
 AG7600  HISTORY     - Date     Condition        Report By
 AG7600  HISTORY     - 1977     MONUMENTED       NOS
 AG7600  HISTORY     - 1982     GOOD             FLDNR
 AG7600  HISTORY     - 20070623 GOOD             FLDEP
 AG7600  HISTORY     - 20080418 GOOD             FL-057
 AG7600
 AG7600                          STATION DESCRIPTION
 AG7600
 AG7600'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7600'IN APOLLO BEACH.
 AG7600'BEGIN AT THE JUNCTION OF APOLLO BEACH BOULEVARD AND U.S.
 AG7600'HIGHWAY 41, GO 0.7 MILE WEST ON APOLLO BEACH BOULEVARD TO
 AG7600'THE JUNCTION OF DICKMAN DRIVE, GO 0.2 MILE NORTH ON
 AG7600'DICKMAN DRIVE TO THE MARK.
 AG7600'THE MARK IS SET IN THE ABUTMENT OF A SMALL BRIDGE OVER A
 AG7600'CANAL, 2.2 FEET EAST OF THE SOUTHEAST CORNER OF THE BRIDGE,
 AG7600'AND 20 FEET EAST OF THE CENTERLINE OF DICKMAN DRIVE.
 AG7600'THE MARK IS 1 FT BELOW ROAD.
 AG7600
 AG7600                          STATION RECOVERY (2007)
 AG7600
 AG7600'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7600'RECOVERED AS DESCRIBED.
 AG7600
 AG7600                          STATION RECOVERY (2008)
 AG7600
 AG7600'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2008 (JG)
 AG7600'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5433 ***********************************************************************
 AG5433  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5433  DESIGNATION -  872 6557 TIDAL 1
 AG5433  PID         -  AG5433
 AG5433  STATE/COUNTY-  FL/PINELLAS
 AG5433  COUNTRY     -  US
 AG5433  USGS QUAD   -  SEMINOLE (2018)
 AG5433
 AG5433                         *CURRENT SURVEY CONTROL
 AG5433  ______________________________________________________________________
 AG5433* NAD 83(1986) POSITION- 27 48 25.     (N) 082 47 41.     (W)   SCALED
 AG5433* NAVD 88 ORTHO HEIGHT -     1.406 (meters)        4.61  (feet) ADJUSTED
 AG5433  ______________________________________________________________________
 AG5433  GEOID HEIGHT    -        -24.359 (meters)                     GEOID18
 AG5433  DYNAMIC HEIGHT  -          1.404 (meters)        4.61  (feet) COMP
 AG5433  MODELED GRAVITY -    979,180.1   (mgal)                       NAVD 88
 AG5433
 AG5433  VERT ORDER      -  SECOND    CLASS 0
 AG5433
 AG5433.The horizontal coordinates were scaled from a map and have
 AG5433.an estimated accuracy of +/- 6 seconds.
 AG5433
 AG5433.The orthometric height was determined by differential leveling and
 AG5433.adjusted by the NATIONAL GEODETIC SURVEY
 AG5433.in June 1991.
 AG5433
 AG5433.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5433.GEOID18 height accuracy estimate available here.
 AG5433
 AG5433.This Tidal Bench Mark is designated as VM 14247
 AG5433.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG5433
 AG5433.Click photographs - Photos may exist for this station.
 AG5433
 AG5433.The dynamic height is computed by dividing the NAVD 88
 AG5433.geopotential number by the normal gravity value computed on the
 AG5433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5433.degrees latitude (g = 980.6199 gals.).
 AG5433
 AG5433.The modeled gravity was interpolated from observed gravity values.
 AG5433
 AG5433;                    North         East    Units  Estimated Accuracy
 AG5433;SPC FL W     -   385,070.      121,690.      MT  (+/- 180 meters Scaled)
 AG5433
 AG5433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL232771(NAD 83)
 AG5433
 AG5433                          SUPERSEDED SURVEY CONTROL
 AG5433
 AG5433  NGVD 29 (??/??/92)    1.677  (m)            5.50   (f) ADJ UNCH    2 0
 AG5433
 AG5433.Superseded values are not recommended for survey control.
 AG5433
 AG5433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5433.See file dsdata.pdf to determine how the superseded data were derived.
 AG5433
 AG5433_MARKER: DB = BENCH MARK DISK
 AG5433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5433_SP_SET: BRIDGE ABUTMENT
 AG5433_STAMPING: NO 1
 AG5433_MARK LOGO: CGS
 AG5433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5433
 AG5433  HISTORY     - Date     Condition        Report By
 AG5433  HISTORY     - UNK      MONUMENTED       CGS
 AG5433  HISTORY     - 1958     GOOD             CGS
 AG5433
 AG5433                          STATION DESCRIPTION
 AG5433
 AG5433'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AG5433'AT MADERIA BEACH.
 AG5433'AT MADERIA BEACH, AT THE NORTHEAST END OF THE DRAW SPAN OF THE
 AG5433'WELCH CAUSEWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE
 AG5433'NORTHEAST ABUTMENT OF THE DRAW SPAN, 12 FT. SOUTHEAST OF THE
 AG5433'CENTER LINE OF THE BRIDGE, 8 FT. BELOW THE LEVEL OF THE BRIDGE
 AG5433'FLOOR.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5432 ***********************************************************************
 AG5432  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5432  DESIGNATION -  872 6557 TIDAL 2
 AG5432  PID         -  AG5432
 AG5432  STATE/COUNTY-  FL/PINELLAS
 AG5432  COUNTRY     -  US
 AG5432  USGS QUAD   -  SEMINOLE (2018)
 AG5432
 AG5432                         *CURRENT SURVEY CONTROL
 AG5432  ______________________________________________________________________
 AG5432* NAD 83(1986) POSITION- 27 48 27.     (N) 082 47 39.     (W)   SCALED
 AG5432* NAVD 88 ORTHO HEIGHT -     2.588 (meters)        8.49  (feet) ADJUSTED
 AG5432  ______________________________________________________________________
 AG5432  GEOID HEIGHT    -        -24.360 (meters)                     GEOID18
 AG5432  DYNAMIC HEIGHT  -          2.585 (meters)        8.48  (feet) COMP
 AG5432  MODELED GRAVITY -    979,180.1   (mgal)                       NAVD 88
 AG5432
 AG5432  VERT ORDER      -  SECOND    CLASS 0
 AG5432
 AG5432.The horizontal coordinates were scaled from a map and have
 AG5432.an estimated accuracy of +/- 6 seconds.
 AG5432
 AG5432.The orthometric height was determined by differential leveling and
 AG5432.adjusted by the NATIONAL GEODETIC SURVEY
 AG5432.in June 1991.
 AG5432
 AG5432.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5432.GEOID18 height accuracy estimate available here.
 AG5432
 AG5432.This Tidal Bench Mark is designated as VM 14248
 AG5432.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG5432
 AG5432.Click photographs - Photos may exist for this station.
 AG5432
 AG5432.The dynamic height is computed by dividing the NAVD 88
 AG5432.geopotential number by the normal gravity value computed on the
 AG5432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5432.degrees latitude (g = 980.6199 gals.).
 AG5432
 AG5432.The modeled gravity was interpolated from observed gravity values.
 AG5432
 AG5432;                    North         East    Units  Estimated Accuracy
 AG5432;SPC FL W     -   385,130.      121,750.      MT  (+/- 180 meters Scaled)
 AG5432
 AG5432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL232771(NAD 83)
 AG5432
 AG5432                          SUPERSEDED SURVEY CONTROL
 AG5432
 AG5432  NGVD 29 (??/??/92)    2.859  (m)            9.38   (f) ADJ UNCH    2 0
 AG5432
 AG5432.Superseded values are not recommended for survey control.
 AG5432
 AG5432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5432.See file dsdata.pdf to determine how the superseded data were derived.
 AG5432
 AG5432_MARKER: DB = BENCH MARK DISK
 AG5432_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG5432_SP_SET: CURB
 AG5432_MARK LOGO: CGS
 AG5432_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5432
 AG5432  HISTORY     - Date     Condition        Report By
 AG5432  HISTORY     - UNK      MONUMENTED       CGS
 AG5432  HISTORY     - 1975     POOR             NGS
 AG5432
 AG5432                          STATION DESCRIPTION
 AG5432
 AG5432'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG5432'AT MADERIA BEACH.
 AG5432'AT MADERIA BEACH, 0.1 MILE SOUTHWEST OF THE MADERIA SHOPPING
 AG5432'CENTER, 0.5 MILE NORTHEAST OF THE WATER TANK IN MADERIA BEACH,
 AG5432'9 FEET SOUTHEAST OF THE CENTER OF REMAINING ROAD APPROACH TO
 AG5432'THE DESTROYED BRIDGE AND IN TOP OF THE NORTHEAST END OF THE
 AG5432'SOUTHEAST CONCRETE CURB OF THE STRUCTURE.  TO THE NORTHWEST IS
 AG5432'A NEW BRIDGE THAT WAS CONSTRUCTED ABOUT 5 YEARS AGO, AND THAT
 AG5432'IS THE LOCATION OF RESET MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5434 ***********************************************************************
 AG5434  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5434  DESIGNATION -  872 6557 TIDAL 3
 AG5434  PID         -  AG5434
 AG5434  STATE/COUNTY-  FL/PINELLAS
 AG5434  COUNTRY     -  US
 AG5434  USGS QUAD   -  SEMINOLE (2018)
 AG5434
 AG5434                         *CURRENT SURVEY CONTROL
 AG5434  ______________________________________________________________________
 AG5434* NAD 83(1986) POSITION- 27 48 22.     (N) 082 47 45.     (W)   SCALED
 AG5434* NAVD 88 ORTHO HEIGHT -     2.622 (meters)        8.60  (feet) ADJUSTED
 AG5434  ______________________________________________________________________
 AG5434  GEOID HEIGHT    -        -24.356 (meters)                     GEOID18
 AG5434  DYNAMIC HEIGHT  -          2.618 (meters)        8.59  (feet) COMP
 AG5434  MODELED GRAVITY -    979,180.0   (mgal)                       NAVD 88
 AG5434
 AG5434  VERT ORDER      -  SECOND    CLASS 0
 AG5434
 AG5434.The horizontal coordinates were scaled from a map and have
 AG5434.an estimated accuracy of +/- 6 seconds.
 AG5434
 AG5434.The orthometric height was determined by differential leveling and
 AG5434.adjusted by the NATIONAL GEODETIC SURVEY
 AG5434.in June 1991.
 AG5434
 AG5434.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5434.GEOID18 height accuracy estimate available here.
 AG5434
 AG5434.This Tidal Bench Mark is designated as VM 14249
 AG5434.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG5434
 AG5434.Click photographs - Photos may exist for this station.
 AG5434
 AG5434.The dynamic height is computed by dividing the NAVD 88
 AG5434.geopotential number by the normal gravity value computed on the
 AG5434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5434.degrees latitude (g = 980.6199 gals.).
 AG5434
 AG5434.The modeled gravity was interpolated from observed gravity values.
 AG5434
 AG5434;                    North         East    Units  Estimated Accuracy
 AG5434;SPC FL W     -   384,980.      121,580.      MT  (+/- 180 meters Scaled)
 AG5434
 AG5434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL230770(NAD 83)
 AG5434
 AG5434                          SUPERSEDED SURVEY CONTROL
 AG5434
 AG5434  NGVD 29 (??/??/92)    2.893  (m)            9.49   (f) ADJ UNCH    2 0
 AG5434
 AG5434.Superseded values are not recommended for survey control.
 AG5434
 AG5434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5434.See file dsdata.pdf to determine how the superseded data were derived.
 AG5434
 AG5434_MARKER: DB = BENCH MARK DISK
 AG5434_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG5434_SP_SET: CURB
 AG5434_STAMPING: NO 3
 AG5434_MARK LOGO: CGS
 AG5434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5434
 AG5434  HISTORY     - Date     Condition        Report By
 AG5434  HISTORY     - UNK      MONUMENTED       CGS
 AG5434  HISTORY     - 1975     GOOD             NGS
 AG5434
 AG5434                          STATION DESCRIPTION
 AG5434
 AG5434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 AG5434'AT MADERIA BEACH.
 AG5434'AT MADERIA BEACH, 0.2 MILE SOUTHWEST OF THE MADERIA SHOPPING
 AG5434'CENTER, 0.4 MILE NORTHEAST OF THE WATER TANK IN MADERIA BEACH,
 AG5434'62.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE NEW BRIDGE,
 AG5434'45 FEET EAST OF THE NEW BRIDGE ON OLD SEA WALL, 9 FEET SOUTHEAST
 AG5434'OF THE CENTER OF REMAINS OF APPROACH ROAD TO BRIDGE, 6 FEET
 AG5434'NORTH OF THE CENTER OF A 20-INCH TREE AND A DISK SET IN A DRILL
 AG5434'HOLE IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST CONCRETE
 AG5434'CURB.  NOTE-- A NEW BRIDGE HAS BEEN CONSTRUCTED TO THE NORTHWEST
 AG5434'OF ORIGINAL BRIDGE AND THE OLD BRIDGE HAS BEEN DISMANTELED.  ALL
 AG5434'THAT REMAINS IS THE APPROACH ROADWAY TO THE DESTROYED BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7605 ***********************************************************************
 AG7605  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7605  DESIGNATION -  872 6562 A TIDAL
 AG7605  PID         -  AG7605
 AG7605  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7605  COUNTRY     -  US
 AG7605  USGS QUAD   -  GIBSONTON (2018)
 AG7605
 AG7605                         *CURRENT SURVEY CONTROL
 AG7605  ______________________________________________________________________
 AG7605* NAD 83(1986) POSITION- 27 48 23.     (N) 082 24 39.     (W)   SCALED
 AG7605* NAVD 88 ORTHO HEIGHT -     2.802 (meters)        9.19  (feet) ADJUSTED
 AG7605  ______________________________________________________________________
 AG7605  GEOID HEIGHT    -        -24.913 (meters)                     GEOID18
 AG7605  DYNAMIC HEIGHT  -          2.798 (meters)        9.18  (feet) COMP
 AG7605  MODELED GRAVITY -    979,169.3   (mgal)                       NAVD 88
 AG7605
 AG7605  VERT ORDER      -  FIRST     CLASS II
 AG7605
 AG7605.The horizontal coordinates were scaled from a map and have
 AG7605.an estimated accuracy of +/- 6 seconds.
 AG7605
 AG7605.The orthometric height was determined by differential leveling and
 AG7605.adjusted by the NATIONAL GEODETIC SURVEY
 AG7605.in July 2009.
 AG7605
 AG7605.No vertical observational check was made to the station.
 AG7605
 AG7605.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7605.GEOID18 height accuracy estimate available here.
 AG7605
 AG7605.This Tidal Bench Mark is designated as VM 6557
 AG7605.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7605
 AG7605.Click photographs - Photos may exist for this station.
 AG7605
 AG7605.The dynamic height is computed by dividing the NAVD 88
 AG7605.geopotential number by the normal gravity value computed on the
 AG7605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7605.degrees latitude (g = 980.6199 gals.).
 AG7605
 AG7605.The modeled gravity was interpolated from observed gravity values.
 AG7605
 AG7605;                    North         East    Units  Estimated Accuracy
 AG7605;SPC FL W     -   384,820.      159,520.      MT  (+/- 180 meters Scaled)
 AG7605
 AG7605_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL610765(NAD 83)
 AG7605
 AG7605                          SUPERSEDED SURVEY CONTROL
 AG7605
 AG7605  NAVD 88 (06/15/91)    2.799  (m)            9.18   (f) SUPERSEDED  2 1
 AG7605
 AG7605.Superseded values are not recommended for survey control.
 AG7605
 AG7605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7605.See file dsdata.pdf to determine how the superseded data were derived.
 AG7605
 AG7605_MARKER: DB = BENCH MARK DISK
 AG7605_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7605_SP_SET: SLAB
 AG7605_STAMPING: 6562 1977
 AG7605_MARK LOGO: NOS
 AG7605_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7605+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 AG7605
 AG7605  HISTORY     - Date     Condition        Report By
 AG7605  HISTORY     - 1977     MONUMENTED       NOS
 AG7605  HISTORY     - 1982     GOOD             FLDNR
 AG7605  HISTORY     - 20080418 GOOD             FLDEP
 AG7605
 AG7605                          STATION DESCRIPTION
 AG7605
 AG7605'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7605'5.15 MI SOUTH FROM GIBSONTON.
 AG7605'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7605'RIVER, GO 3.5 MILES SOUTH ON U.S. 41 TO THE JUNCTION OF PEMBROKE ROAD
 AG7605'(ROAD TO BIG BEND TERMINAL), GO 0.4 MILE WEST ON PEMBROKE ROAD TO A
 AG7605'Y-FORK (ENTRANCE ROAD TO AGRICO), TAKE RIGHT FORK AND GO 0.35 MILE
 AG7605'WEST TO THE AGRICO OFFICE, CONTINUE 0.6 MILE WEST ON AGRICO ENTRANCE
 AG7605'ROAD TO A ROAD LEADING NORTH TO THE DOCKS, GO 0.1 MILE NORTH ON THE
 AG7605'DOCK ROAD TO THE LOADING OFFICE, GO 0.2 MILE WEST ALONG THE DOCK TO
 AG7605'ITS WEST END AND THE MARK.
 AG7605'THE MARK IS AT THE WEST END OF THE DOCK LOADING RAIL, 21 FEET EAST
 AG7605'FROM THE WEST END OF THE DOCK, 14 FEET SOUTH OF THE WESTERNMOST
 AG7605'BOLLARD, 67 FEET NORTH OF THE CENTERLINE OF A BLACK-TOP ROAD, AND
 AG7605'98 FEET NORTH-NORTHWEST OF TIDAL BENCH MARK 6562 B 1977.
 AG7605
 AG7605                          STATION RECOVERY (2008)
 AG7605
 AG7605'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG7605'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7604 ***********************************************************************
 AG7604  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7604  DESIGNATION -  872 6562 B TIDAL
 AG7604  PID         -  AG7604
 AG7604  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7604  COUNTRY     -  US
 AG7604  USGS QUAD   -  GIBSONTON (2018)
 AG7604
 AG7604                         *CURRENT SURVEY CONTROL
 AG7604  ______________________________________________________________________
 AG7604* NAD 83(1986) POSITION- 27 48 22.80   (N) 082 24 39.08   (W)   HD_HELD1
 AG7604* NAVD 88 ORTHO HEIGHT -     2.444 (meters)        8.02  (feet) ADJUSTED
 AG7604  ______________________________________________________________________
 AG7604  GEOID HEIGHT    -        -24.913 (meters)                     GEOID18
 AG7604  DYNAMIC HEIGHT  -          2.440 (meters)        8.01  (feet) COMP
 AG7604  MODELED GRAVITY -    979,169.2   (mgal)                       NAVD 88
 AG7604
 AG7604  VERT ORDER      -  FIRST     CLASS II
 AG7604
 AG7604.The horizontal coordinates were determined by differentially corrected
 AG7604.hand held GPS observations or other comparable positioning techniques
 AG7604.and have an estimated accuracy of +/- 3 meters.
 AG7604
 AG7604.The orthometric height was determined by differential leveling and
 AG7604.adjusted by the NATIONAL GEODETIC SURVEY
 AG7604.in July 2009.
 AG7604
 AG7604.No vertical observational check was made to the station.
 AG7604
 AG7604.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7604.GEOID18 height accuracy estimate available here.
 AG7604
 AG7604.This Tidal Bench Mark is designated as VM 6558
 AG7604.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7604
 AG7604.Click photographs - Photos may exist for this station.
 AG7604
 AG7604.The dynamic height is computed by dividing the NAVD 88
 AG7604.geopotential number by the normal gravity value computed on the
 AG7604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7604.degrees latitude (g = 980.6199 gals.).
 AG7604
 AG7604.The modeled gravity was interpolated from observed gravity values.
 AG7604
 AG7604;                    North         East    Units  Estimated Accuracy
 AG7604;SPC FL W     -   384,816.2     159,517.6     MT  (+/- 3 meters HH1 GPS) 
 AG7604
 AG7604_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6102576547(NAD 83)
 AG7604
 AG7604                          SUPERSEDED SURVEY CONTROL
 AG7604
 AG7604  NAVD 88 (06/15/91)    2.441  (m)            8.01   (f) SUPERSEDED  2 1
 AG7604
 AG7604.Superseded values are not recommended for survey control.
 AG7604
 AG7604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7604.See file dsdata.pdf to determine how the superseded data were derived.
 AG7604
 AG7604_MARKER: DJ = TIDAL STATION DISK
 AG7604_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7604_SP_SET: SLAB
 AG7604_STAMPING: 6562 B 1977
 AG7604_MARK LOGO: NOS
 AG7604_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7604_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7604+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2025
 AG7604
 AG7604  HISTORY     - Date     Condition        Report By
 AG7604  HISTORY     - 1977     MONUMENTED       NOS
 AG7604  HISTORY     - 1982     GOOD             FLDNR
 AG7604  HISTORY     - 20071128 GOOD             FL-057
 AG7604  HISTORY     - 20080418 GOOD             FLDEP
 AG7604  HISTORY     - 20120221 GOOD             PICKET
 AG7604  HISTORY     - 20250221 GOOD             PICKET
 AG7604
 AG7604                          STATION DESCRIPTION
 AG7604
 AG7604'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7604'5.15 MI SOUTH FROM GIBSONTON.
 AG7604'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7604'RIVER, GO 3.5 MILES SOUTH ON U.S. 41 TO THE JUNCTION OF PEMBROKE ROAD
 AG7604'(ROAD TO BIG BEND TERMINAL), GO 0.4 MILE WEST ON PEMBROKE ROAD TO A
 AG7604'Y-FORK (ENTRANCE ROAD TO AGRICO), TAKE RIGHT FORK AND GO 0.35 MILE
 AG7604'WEST TO THE AGRICO OFFICE, CONTINUE 0.6 MILE WEST ON AGRICO ENTRANCE
 AG7604'ROAD TO A ROAD LEADING NORTH TO THE DOCKS, GO 0.1 MILE NORTH ON THE
 AG7604'DOCK ROAD TO THE LOADING OFFICE, GO 0.2 MILE WEST ALONG THE DOCK TO
 AG7604'ITS WEST END AND THE MARK.
 AG7604'THE MARK IS ON A 12-FOOT BY 11-FOOT CONCRETE SLAB FOR A BOLLARD,
 AG7604'26.7 FEET SOUTH OF THE CENTERLINE OF A BLACK-TOP ROAD, 98 FEET
 AG7604'SOUTH-SOUTHEAST OF TIDAL BENCH MARK 6562 A 1977, AND 4.7 FEET
 AG7604'NORTH OF THE BOLLARD.
 AG7604
 AG7604                          STATION RECOVERY (2007)
 AG7604
 AG7604'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2007 (JG)
 AG7604'RECOVERED IN GOOD CONDITION.
 AG7604
 AG7604                          STATION RECOVERY (2008)
 AG7604
 AG7604'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (JLM)
 AG7604'RECOVERED AS DESCRIBED.
 AG7604
 AG7604                          STATION RECOVERY (2012)
 AG7604
 AG7604'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2012 (JM)
 AG7604'RECOVERED IN GOOD CONDITION.
 AG7604
 AG7604                          STATION RECOVERY (2025)
 AG7604
 AG7604'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2025 (JF)
 AG7604'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7601 ***********************************************************************
 AG7601  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7601  DESIGNATION -  872 6562 E TIDAL
 AG7601  PID         -  AG7601
 AG7601  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7601  COUNTRY     -  US
 AG7601  USGS QUAD   -  GIBSONTON (2018)
 AG7601
 AG7601                         *CURRENT SURVEY CONTROL
 AG7601  ______________________________________________________________________
 AG7601* NAD 83(1986) POSITION- 27 48 22.80   (N) 082 24 33.04   (W)   HD_HELD1
 AG7601* NAVD 88 ORTHO HEIGHT -     2.450 (meters)        8.04  (feet) ADJUSTED
 AG7601  ______________________________________________________________________
 AG7601  GEOID HEIGHT    -        -24.915 (meters)                     GEOID18
 AG7601  DYNAMIC HEIGHT  -          2.447 (meters)        8.03  (feet) COMP
 AG7601  MODELED GRAVITY -    979,169.2   (mgal)                       NAVD 88
 AG7601
 AG7601  VERT ORDER      -  FIRST     CLASS II
 AG7601
 AG7601.The horizontal coordinates were determined by differentially corrected
 AG7601.hand held GPS observations or other comparable positioning techniques
 AG7601.and have an estimated accuracy of +/- 3 meters.
 AG7601
 AG7601.The orthometric height was determined by differential leveling and
 AG7601.adjusted by the NATIONAL GEODETIC SURVEY
 AG7601.in July 2009.
 AG7601
 AG7601.No vertical observational check was made to the station.
 AG7601
 AG7601.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7601.GEOID18 height accuracy estimate available here.
 AG7601
 AG7601.This Tidal Bench Mark is designated as VM 6560
 AG7601.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7601
 AG7601.Click photographs - Photos may exist for this station.
 AG7601
 AG7601.The dynamic height is computed by dividing the NAVD 88
 AG7601.geopotential number by the normal gravity value computed on the
 AG7601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7601.degrees latitude (g = 980.6199 gals.).
 AG7601
 AG7601.The modeled gravity was interpolated from observed gravity values.
 AG7601
 AG7601;                    North         East    Units  Estimated Accuracy
 AG7601;SPC FL W     -   384,815.7     159,683.0     MT  (+/- 3 meters HH1 GPS) 
 AG7601
 AG7601_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6119176545(NAD 83)
 AG7601
 AG7601                          SUPERSEDED SURVEY CONTROL
 AG7601
 AG7601  NAVD 88 (06/15/91)    2.447  (m)            8.03   (f) SUPERSEDED  2 1
 AG7601
 AG7601.Superseded values are not recommended for survey control.
 AG7601
 AG7601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7601.See file dsdata.pdf to determine how the superseded data were derived.
 AG7601
 AG7601_MARKER: DJ = TIDAL STATION DISK
 AG7601_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7601_SP_SET: SLAB
 AG7601_STAMPING: 6562 E 1977
 AG7601_MARK LOGO: NOS
 AG7601_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7601_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7601+SATELLITE: SATELLITE OBSERVATIONS - February 21, 2025
 AG7601
 AG7601  HISTORY     - Date     Condition        Report By
 AG7601  HISTORY     - 1977     MONUMENTED       NOS
 AG7601  HISTORY     - 1982     GOOD             FLDNR
 AG7601  HISTORY     - 20070804 GOOD             FLDEP
 AG7601  HISTORY     - 20120221 GOOD             PICKET
 AG7601  HISTORY     - 20250221 GOOD             PICKET
 AG7601
 AG7601                          STATION DESCRIPTION
 AG7601
 AG7601'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7601'5.15 MI SOUTH FROM GIBSONTON.
 AG7601'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7601'RIVER, GO 3.5 MILES SOUTH ON U.S. 41 TO THE JUNCTION OF PEMBROKE ROAD
 AG7601'(ROAD TO BIG BEND TERMINAL), GO 0.4 MILE WEST ON PEMBROKE ROAD TO A
 AG7601'Y-FORK (ENTRANCE ROAD TO AGRICO), TAKE RIGHT FORK AND GO 0.35 MILE
 AG7601'WEST TO THE AGRICO OFFICE, CONTINUE 0.6 MILE WEST ON AGRICO ENTRANCE
 AG7601'ROAD TO A ROAD LEADING NORTH TO THE DOCKS, GO 0.1 MILE NORTH ON THE
 AG7601'DOCK ROAD TO THE LOADING OFFICE, GO 0.2 MILE WEST ALONG THE DOCK TO
 AG7601'ITS WEST END AND THE MARK.
 AG7601'THE MARK IS IN A 12-FOOT BY 11-FOOT CONCRETE SLAB FOR A BOLLARD,
 AG7601'4.4 FEET NORTHWEST OF THE BOLLARD, 30.6 FEET SOUTH OF THE CENTERLINE
 AG7601'OF A BLACK-TOP ROAD, 61 FEET EAST OF A FIRE HYDRANT, AND 300 FEET
 AG7601'EAST-SOUTHEAST OF TIDAL BENCH MARK 6562 C 1977.
 AG7601
 AG7601                          STATION RECOVERY (2007)
 AG7601
 AG7601'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7601'RECOVERED AS DESCRIBED.
 AG7601
 AG7601                          STATION RECOVERY (2012)
 AG7601
 AG7601'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2012 (JM)
 AG7601'RECOVERED IN GOOD CONDITION.
 AG7601
 AG7601                          STATION RECOVERY (2025)
 AG7601
 AG7601'RECOVERY NOTE BY PICKETT AND ASSOCIATES 2025 (JF)
 AG7601'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7421 ***********************************************************************
 AG7421  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7421  DESIGNATION -  872 6568 A
 AG7421  PID         -  AG7421
 AG7421  STATE/COUNTY-  FL/PINELLAS
 AG7421  COUNTRY     -  US
 AG7421  USGS QUAD   -  SEMINOLE (2018)
 AG7421
 AG7421                         *CURRENT SURVEY CONTROL
 AG7421  ______________________________________________________________________
 AG7421* NAD 83(1986) POSITION- 27 48 55.     (N) 082 45 52.     (W)   SCALED
 AG7421* NAVD 88 ORTHO HEIGHT -     1.196 (meters)        3.92  (feet) ADJUSTED
 AG7421  ______________________________________________________________________
 AG7421  GEOID HEIGHT    -        -24.413 (meters)                     GEOID18
 AG7421  DYNAMIC HEIGHT  -          1.194 (meters)        3.92  (feet) COMP
 AG7421  MODELED GRAVITY -    979,180.0   (mgal)                       NAVD 88
 AG7421
 AG7421  VERT ORDER      -  SECOND    CLASS I
 AG7421
 AG7421.The horizontal coordinates were scaled from a map and have
 AG7421.an estimated accuracy of +/- 6 seconds.
 AG7421
 AG7421.The orthometric height was determined by differential leveling and
 AG7421.adjusted by the NATIONAL GEODETIC SURVEY
 AG7421.in June 1991.
 AG7421
 AG7421.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7421.GEOID18 height accuracy estimate available here.
 AG7421
 AG7421.This Tidal Bench Mark is designated as VM 6562
 AG7421.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7421
 AG7421.Click photographs - Photos may exist for this station.
 AG7421
 AG7421.The dynamic height is computed by dividing the NAVD 88
 AG7421.geopotential number by the normal gravity value computed on the
 AG7421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7421.degrees latitude (g = 980.6199 gals.).
 AG7421
 AG7421.The modeled gravity was interpolated from observed gravity values.
 AG7421
 AG7421;                    North         East    Units  Estimated Accuracy
 AG7421;SPC FL W     -   385,970.      124,680.      MT  (+/- 180 meters Scaled)
 AG7421
 AG7421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL262779(NAD 83)
 AG7421
 AG7421                          SUPERSEDED SURVEY CONTROL
 AG7421
 AG7421  NGVD 29 (??/??/92)    1.464  (m)            4.80   (f) ADJ UNCH    2 1
 AG7421
 AG7421.Superseded values are not recommended for survey control.
 AG7421
 AG7421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7421.See file dsdata.pdf to determine how the superseded data were derived.
 AG7421
 AG7421_MARKER: DD = SURVEY DISK
 AG7421_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7421+WITH SETTING: PAVEMENT
 AG7421_SP_SET: BASE FOR BOAT HOIST
 AG7421_STAMPING: 6568 A 1976
 AG7421_MARK LOGO: NOS
 AG7421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7421+STABILITY: SURFACE MOTION
 AG7421
 AG7421  HISTORY     - Date     Condition        Report By
 AG7421  HISTORY     - 1976     MONUMENTED       NOS
 AG7421  HISTORY     - 1982     GOOD             FLDNR
 AG7421  HISTORY     - 20090915 MARK NOT FOUND   FLDEP
 AG7421
 AG7421                          STATION DESCRIPTION
 AG7421
 AG7421'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7421'1.2 MI NW FROM ST PETERSBURG.
 AG7421'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (TYRONE BOULEVARD)
 AG7421'AND STATE ROAD 695 (PARK STREET), GO 1.0 MILE WESTERLY ON TYRONE
 AG7421'BOULEVARD (ALSO KNOWN AS BAY PINES BOULEVARD) TO THE ENTRANCE TO
 AG7421'THE HARBOR LIGHTS CLUB TRAILER PARK, GO 0.2 MILE NORTH ON 92ND
 AG7421'STREET TO THE BAYSIDE MARINA AND THE MARK.  THE MARK BEARS 3.7
 AG7421'FEET SOUTH OF THE SEAWALL IN FRONT OF THE BOAT HOIST, 14 FEET
 AG7421'EAST OF THE SOUTHWEST CORNER OF THE MARINA SEAWALL, AND 91 FEET
 AG7421'EAST OF TIDAL BENCH MARK 6568 B 1976.
 AG7421
 AG7421                          STATION RECOVERY (2009)
 AG7421
 AG7421'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7421'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7420 ***********************************************************************
 AG7420  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7420  DESIGNATION -  872 6568 B
 AG7420  PID         -  AG7420
 AG7420  STATE/COUNTY-  FL/PINELLAS
 AG7420  COUNTRY     -  US
 AG7420  USGS QUAD   -  SEMINOLE (2018)
 AG7420
 AG7420                         *CURRENT SURVEY CONTROL
 AG7420  ______________________________________________________________________
 AG7420* NAD 83(1986) POSITION- 27 48 55.     (N) 082 45 53.     (W)   SCALED
 AG7420* NAVD 88 ORTHO HEIGHT -     1.761 (meters)        5.78  (feet) ADJUSTED
 AG7420  ______________________________________________________________________
 AG7420  GEOID HEIGHT    -        -24.413 (meters)                     GEOID18
 AG7420  DYNAMIC HEIGHT  -          1.759 (meters)        5.77  (feet) COMP
 AG7420  MODELED GRAVITY -    979,180.0   (mgal)                       NAVD 88
 AG7420
 AG7420  VERT ORDER      -  SECOND    CLASS I
 AG7420
 AG7420.The horizontal coordinates were scaled from a map and have
 AG7420.an estimated accuracy of +/- 6 seconds.
 AG7420
 AG7420.The orthometric height was determined by differential leveling and
 AG7420.adjusted by the NATIONAL GEODETIC SURVEY
 AG7420.in June 1991.
 AG7420
 AG7420.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7420.GEOID18 height accuracy estimate available here.
 AG7420
 AG7420.This Tidal Bench Mark is designated as VM 6563
 AG7420.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7420
 AG7420.Click photographs - Photos may exist for this station.
 AG7420
 AG7420.The dynamic height is computed by dividing the NAVD 88
 AG7420.geopotential number by the normal gravity value computed on the
 AG7420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7420.degrees latitude (g = 980.6199 gals.).
 AG7420
 AG7420.The modeled gravity was interpolated from observed gravity values.
 AG7420
 AG7420;                    North         East    Units  Estimated Accuracy
 AG7420;SPC FL W     -   385,970.      124,660.      MT  (+/- 180 meters Scaled)
 AG7420
 AG7420_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL261779(NAD 83)
 AG7420
 AG7420                          SUPERSEDED SURVEY CONTROL
 AG7420
 AG7420  NGVD 29 (??/??/92)    2.029  (m)            6.66   (f) ADJ UNCH    2 1
 AG7420
 AG7420.Superseded values are not recommended for survey control.
 AG7420
 AG7420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7420.See file dsdata.pdf to determine how the superseded data were derived.
 AG7420
 AG7420_MARKER: DD = SURVEY DISK
 AG7420_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7420_SP_SET: PAVEMENT
 AG7420_STAMPING: 6568 B 1976
 AG7420_MARK LOGO: NOS
 AG7420_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7420
 AG7420  HISTORY     - Date     Condition        Report By
 AG7420  HISTORY     - 1976     MONUMENTED       NOS
 AG7420  HISTORY     - 1982     GOOD             FLDNR
 AG7420  HISTORY     - 20090915 MARK NOT FOUND   FLDEP
 AG7420
 AG7420                          STATION DESCRIPTION
 AG7420
 AG7420'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7420'1.2 MI NW FROM ST PETERSBURG.
 AG7420'BEGIN AT THE INTERSECTION OF U.S. ALTERNATE 19 (TYRONE BOULEVARD)
 AG7420'AND STATE ROAD 695 (PARK STREET), GO 1.0 MILE WESTERLY ON TYRONE
 AG7420'BOULEVARD (ALSO KNOWN AS BAY PINES BOULEVARD) TO THE ENTRANCE
 AG7420'TO THE HARBOR LIGHTS CLUB TRAILER PARK, GO 0.2 MILE NORTH ON 92ND
 AG7420'STREET TO THE BAYSIDE MARINA AND THE MARK.  THE MARK BEARS 1.2
 AG7420'FEET WEST OF THE EAST EDGE OF THE PAVEMENT FOR THE BOAT STORAGE
 AG7420'AREA, 8.5 FEET WEST OF THE EXTENDED CENTERLINE OF 92ND STREET, AND
 AG7420'91 FEET WEST OF TIDAL BENCH MARK 6568 A 1976.
 AG7420
 AG7420                          STATION RECOVERY (2009)
 AG7420
 AG7420'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7420'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7419 ***********************************************************************
 AG7419  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7419  DESIGNATION -  872 6568 C
 AG7419  PID         -  AG7419
 AG7419  STATE/COUNTY-  FL/PINELLAS
 AG7419  COUNTRY     -  US
 AG7419  USGS QUAD   -  SEMINOLE (2018)
 AG7419
 AG7419                         *CURRENT SURVEY CONTROL
 AG7419  ______________________________________________________________________
 AG7419* NAD 83(1986) POSITION- 27 48 49.1    (N) 082 46 01.4    (W)   HD_HELD2
 AG7419* NAVD 88 ORTHO HEIGHT -     1.899 (meters)        6.23  (feet) ADJUSTED
 AG7419  ______________________________________________________________________
 AG7419  GEOID HEIGHT    -        -24.407 (meters)                     GEOID18
 AG7419  DYNAMIC HEIGHT  -          1.897 (meters)        6.22  (feet) COMP
 AG7419  MODELED GRAVITY -    979,180.0   (mgal)                       NAVD 88
 AG7419
 AG7419  VERT ORDER      -  SECOND    CLASS I
 AG7419
 AG7419.The horizontal coordinates were established by autonomous hand held GPS
 AG7419.observations and have an estimated accuracy of +/- 10 meters.
 AG7419
 AG7419.The orthometric height was determined by differential leveling and
 AG7419.adjusted by the NATIONAL GEODETIC SURVEY
 AG7419.in June 1991.
 AG7419
 AG7419.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7419.GEOID18 height accuracy estimate available here.
 AG7419
 AG7419.This Tidal Bench Mark is designated as VM 6564
 AG7419.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7419
 AG7419.Click photographs - Photos may exist for this station.
 AG7419
 AG7419.The dynamic height is computed by dividing the NAVD 88
 AG7419.geopotential number by the normal gravity value computed on the
 AG7419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7419.degrees latitude (g = 980.6199 gals.).
 AG7419
 AG7419.The modeled gravity was interpolated from observed gravity values.
 AG7419
 AG7419;                    North         East    Units  Estimated Accuracy
 AG7419;SPC FL W     -   385,794.      124,425.      MT  (+/- 10 meters HH2 GPS)
 AG7419
 AG7419_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2594477811(NAD 83)
 AG7419
 AG7419                          SUPERSEDED SURVEY CONTROL
 AG7419
 AG7419  NGVD 29 (??/??/92)    2.167  (m)            7.11   (f) ADJ UNCH    2 1
 AG7419
 AG7419.Superseded values are not recommended for survey control.
 AG7419
 AG7419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7419.See file dsdata.pdf to determine how the superseded data were derived.
 AG7419
 AG7419_MARKER: DD = SURVEY DISK
 AG7419_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7419_STAMPING: 6568 C 1976
 AG7419_MARK LOGO: NOS
 AG7419_PROJECTION: FLUSH
 AG7419_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7419_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7419+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2018
 AG7419_ROD/PIPE-DEPTH: 12.2 meters
 AG7419
 AG7419  HISTORY     - Date     Condition        Report By
 AG7419  HISTORY     - 1976     MONUMENTED       NOS
 AG7419  HISTORY     - 1982     GOOD             FLDNR
 AG7419  HISTORY     - 20090915 GOOD             FLDEP
 AG7419  HISTORY     - 20100527 GOOD             INDIV
 AG7419  HISTORY     - 20181211 GOOD             INDIV
 AG7419
 AG7419                          STATION DESCRIPTION
 AG7419
 AG7419'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7419'1 MI NW FROM ST PETERSBURG.
 AG7419'BEGIN AT THE INTERSECTION OF PARK STREET (STATE ROAD 695) AND U.S.
 AG7419'ALTERNATE 19 (TYRONE BOULEVARD/BAY PINES BOULEVARD), GO 0.95
 AG7419'MILE WEST ON U.S. ALT. 19 TO THE MARK.  THE MARK BEARS 27 FEET
 AG7419'NORTH OF THE CENTERLINE OF THE WESTBOUND LANE OF THE HIGHWAY, 2.4
 AG7419'FEET NORTHEAST OF LIGHT POLE 1-81425, AND 4.2 FEET NORTH OF THE
 AG7419'HIGHWAY CURB.
 AG7419'THE MARK IS 1 FT BELOW ROAD.
 AG7419
 AG7419                          STATION RECOVERY (2009)
 AG7419
 AG7419'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7419'RECOVERED AS DESCRIBED.
 AG7419
 AG7419                          STATION RECOVERY (2010)
 AG7419
 AG7419'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (AC)
 AG7419'LIGHT POLE 138640, RECOVERED AS DESCRIBED
 AG7419
 AG7419                          STATION RECOVERY (2018)
 AG7419
 AG7419'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (AC)
 AG7419'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7418 ***********************************************************************
 AG7418  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7418  DESIGNATION -  872 6568 E
 AG7418  PID         -  AG7418
 AG7418  STATE/COUNTY-  FL/PINELLAS
 AG7418  COUNTRY     -  US
 AG7418  USGS QUAD   -  SEMINOLE (2018)
 AG7418
 AG7418                         *CURRENT SURVEY CONTROL
 AG7418  ______________________________________________________________________
 AG7418* NAD 83(1986) POSITION- 27 48 48.7    (N) 082 45 58.9    (W)   HD_HELD2
 AG7418* NAVD 88 ORTHO HEIGHT -     2.492 (meters)        8.18  (feet) ADJUSTED
 AG7418  ______________________________________________________________________
 AG7418  GEOID HEIGHT    -        -24.408 (meters)                     GEOID18
 AG7418  DYNAMIC HEIGHT  -          2.488 (meters)        8.16  (feet) COMP
 AG7418  MODELED GRAVITY -    979,180.0   (mgal)                       NAVD 88
 AG7418
 AG7418  VERT ORDER      -  SECOND    CLASS I
 AG7418
 AG7418.The horizontal coordinates were established by autonomous hand held GPS
 AG7418.observations and have an estimated accuracy of +/- 10 meters.
 AG7418
 AG7418.The orthometric height was determined by differential leveling and
 AG7418.adjusted by the NATIONAL GEODETIC SURVEY
 AG7418.in June 1991.
 AG7418
 AG7418.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7418.GEOID18 height accuracy estimate available here.
 AG7418
 AG7418.This Tidal Bench Mark is designated as VM 6565
 AG7418.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7418
 AG7418.Click photographs - Photos may exist for this station.
 AG7418
 AG7418.The dynamic height is computed by dividing the NAVD 88
 AG7418.geopotential number by the normal gravity value computed on the
 AG7418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7418.degrees latitude (g = 980.6199 gals.).
 AG7418
 AG7418.The modeled gravity was interpolated from observed gravity values.
 AG7418
 AG7418;                    North         East    Units  Estimated Accuracy
 AG7418;SPC FL W     -   385,781.      124,493.      MT  (+/- 10 meters HH2 GPS)
 AG7418
 AG7418_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2601377797(NAD 83)
 AG7418
 AG7418                          SUPERSEDED SURVEY CONTROL
 AG7418
 AG7418  NGVD 29 (??/??/92)    2.760  (m)            9.06   (f) ADJ UNCH    2 1
 AG7418
 AG7418.Superseded values are not recommended for survey control.
 AG7418
 AG7418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7418.See file dsdata.pdf to determine how the superseded data were derived.
 AG7418
 AG7418_MARKER: DD = SURVEY DISK
 AG7418_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7418_STAMPING: 6568 E 1976
 AG7418_MARK LOGO: NOS
 AG7418_PROJECTION: FLUSH
 AG7418_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7418+SATELLITE: SATELLITE OBSERVATIONS - December 11, 2018
 AG7418_ROD/PIPE-DEPTH: 12.2 meters
 AG7418
 AG7418  HISTORY     - Date     Condition        Report By
 AG7418  HISTORY     - 1976     MONUMENTED       NOS
 AG7418  HISTORY     - 1982     GOOD             FLDNR
 AG7418  HISTORY     - 20090915 GOOD             FLDEP
 AG7418  HISTORY     - 20100527 GOOD             INDIV
 AG7418  HISTORY     - 20181211 GOOD             INDIV
 AG7418
 AG7418                          STATION DESCRIPTION
 AG7418
 AG7418'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7418'1 MI NW FROM ST PETERSBURG.
 AG7418'BEGIN AT THE INTERSECTION OF PARK STREET (STATE ROAD 695) AND U.S.
 AG7418'ALTERNATE 19 (TYRONE BOULEVARD/BAY PINES BOULEVARD), GO 0.9 MILE
 AG7418'WEST ON U.S. ALT. 19 TO THE MARK.  THE MARK BEARS 23.5 FEET NORTH
 AG7418'OF THE CENTERLINE OF THE WESTBOUND LANE OF THE HIGHWAY, 1.7 FEET
 AG7418'WEST OF LIGHT POLE 1-81427, 2.7 FEET NORTH OF THE CURB, AND 123
 AG7418'FEET WEST OF SEMINOLE BRIDGE.
 AG7418'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AG7418
 AG7418                          STATION RECOVERY (2009)
 AG7418
 AG7418'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7418'RECOVERED AS DESCRIBED.
 AG7418
 AG7418                          STATION RECOVERY (2010)
 AG7418
 AG7418'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2010 (AC)
 AG7418'RECOVERED AS DESCRIBED
 AG7418
 AG7418                          STATION RECOVERY (2018)
 AG7418
 AG7418'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2018 (AC)
 AG7418'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3609 ***********************************************************************
 DM3609  DESIGNATION -  872 6568 F
 DM3609  PID         -  DM3609
 DM3609  STATE/COUNTY-  FL/PINELLAS
 DM3609  COUNTRY     -  US
 DM3609  USGS QUAD   -  SEMINOLE (2018)
 DM3609
 DM3609                         *CURRENT SURVEY CONTROL
 DM3609  ______________________________________________________________________
 DM3609* NAD 83(1986) POSITION- 27 49 01.8    (N) 082 46 01.9    (W)   HD_HELD2
 DM3609* NAVD 88 ORTHO HEIGHT -     1.185 (meters)        3.89  (feet) ADJUSTED
 DM3609  ______________________________________________________________________
 DM3609  GEOID HEIGHT    -        -24.412 (meters)                     GEOID18
 DM3609  DYNAMIC HEIGHT  -          1.183 (meters)        3.88  (feet) COMP
 DM3609  MODELED GRAVITY -    979,180.1   (mgal)                       NAVD 88
 DM3609
 DM3609  VERT ORDER      -  SECOND    CLASS I
 DM3609
 DM3609.The horizontal coordinates were established by autonomous hand held GPS
 DM3609.observations and have an estimated accuracy of +/- 10 meters.
 DM3609
 DM3609.The orthometric height was determined by differential leveling and
 DM3609.adjusted by the NATIONAL GEODETIC SURVEY
 DM3609.in January 2011.
 DM3609
 DM3609.No vertical observational check was made to the station.
 DM3609
 DM3609.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3609.GEOID18 height accuracy estimate available here.
 DM3609
 DM3609.Click photographs - Photos may exist for this station.
 DM3609
 DM3609.The dynamic height is computed by dividing the NAVD 88
 DM3609.geopotential number by the normal gravity value computed on the
 DM3609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3609.degrees latitude (g = 980.6199 gals.).
 DM3609
 DM3609.The modeled gravity was interpolated from observed gravity values.
 DM3609
 DM3609;                    North         East    Units  Estimated Accuracy
 DM3609;SPC FL W     -   386,185.      124,413.      MT  (+/- 10 meters HH2 GPS)
 DM3609
 DM3609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2593678202(NAD 83)
 DM3609
 DM3609                          SUPERSEDED SURVEY CONTROL
 DM3609
 DM3609.No superseded survey control is available for this station.
 DM3609
 DM3609_MARKER: DD = SURVEY DISK
 DM3609_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM3609_SP_SET: SEAWALL
 DM3609_STAMPING: 6568 F 2009
 DM3609_MARK LOGO: FLDEP
 DM3609_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3609+STABILITY: SURFACE MOTION
 DM3609_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3609+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2009
 DM3609
 DM3609  HISTORY     - Date     Condition        Report By
 DM3609  HISTORY     - 20090915 MONUMENTED       FLDEP
 DM3609
 DM3609                          STATION DESCRIPTION
 DM3609
 DM3609'DESCRIBED BY FL DEPT OF ENV PRO 2009 (MWM)
 DM3609'THE MARK IS ABOUT 10.4 MI (16.7 KM) SOUTH OF CLEARWATER, 6.3 MI (10.1
 DM3609'KM) WEST-NORTHWEST OF SAINT PETERSBURG, 2.1 MI (3.4 KM) SOUTHEAST OF
 DM3609'SEMINOLE, SECTION 2, TOWNSHIP 31 SOUTH, RANGE 15 EAST.
 DM3609'
 DM3609'TO REACH THE MARK FROM THE INTERSECTION OF U.S. ROUTE 19 ALTERNATE
 DM3609'(TYRONE BOULEVARD) AND STATE ROAD 695 (PARK STREET) IN SAINT
 DM3609'PETERSBURG, GO WEST ON U.S. ROUTE 19 ALTERNATE (TYRONE BOULEVARD) OVER
 DM3609'THE SEMINOLE BRIDGE FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF 92ND STREET
 DM3609'ON THE RIGHT (THE ENTRANCE TO HARBOR LIGHT CLUB TRAILER PARK), TURN
 DM3609'RIGHT ON 92ND STREET AND GO NORTH FOR 0.25 MI (0.4 KM) TO THE BAYSIDE
 DM3609'MARINA AND THE MARK ON THE RIGHT.
 DM3609'
 DM3609'LOCATED 92.4 FT (28.2 M) SOUTHWEST OF AN FLDEP DISK 6568 G 2009, 33.1
 DM3609'FT (10.1 M) EAST NORTHEAST OF DRIVEWAY CENTERLINE, 27.8 FT (8.5 M)
 DM3609'SOUTH SOUTHEAST OF CONCRETE LIGHT POLE, 7.7 FT (2.3 M) SOUTH OF BLUE
 DM3609'BOAT LIFT AND 0.8 FT (0.2 M) WEST-SOUTHWEST OF THE EAST-NORTHEAST EDGE
 DM3609'OF SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3610 ***********************************************************************
 DM3610  DESIGNATION -  872 6568 G
 DM3610  PID         -  DM3610
 DM3610  STATE/COUNTY-  FL/PINELLAS
 DM3610  COUNTRY     -  US
 DM3610  USGS QUAD   -  SEMINOLE (2018)
 DM3610
 DM3610                         *CURRENT SURVEY CONTROL
 DM3610  ______________________________________________________________________
 DM3610* NAD 83(1986) POSITION- 27 49 02.5    (N) 082 46 01.3    (W)   HD_HELD2
 DM3610* NAVD 88 ORTHO HEIGHT -     1.186 (meters)        3.89  (feet) ADJUSTED
 DM3610  ______________________________________________________________________
 DM3610  GEOID HEIGHT    -        -24.413 (meters)                     GEOID18
 DM3610  DYNAMIC HEIGHT  -          1.184 (meters)        3.88  (feet) COMP
 DM3610  MODELED GRAVITY -    979,180.1   (mgal)                       NAVD 88
 DM3610
 DM3610  VERT ORDER      -  SECOND    CLASS I
 DM3610
 DM3610.The horizontal coordinates were established by autonomous hand held GPS
 DM3610.observations and have an estimated accuracy of +/- 10 meters.
 DM3610
 DM3610.The orthometric height was determined by differential leveling and
 DM3610.adjusted by the NATIONAL GEODETIC SURVEY
 DM3610.in January 2011.
 DM3610
 DM3610.No vertical observational check was made to the station.
 DM3610
 DM3610.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3610.GEOID18 height accuracy estimate available here.
 DM3610
 DM3610.Click photographs - Photos may exist for this station.
 DM3610
 DM3610.The dynamic height is computed by dividing the NAVD 88
 DM3610.geopotential number by the normal gravity value computed on the
 DM3610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3610.degrees latitude (g = 980.6199 gals.).
 DM3610
 DM3610.The modeled gravity was interpolated from observed gravity values.
 DM3610
 DM3610;                    North         East    Units  Estimated Accuracy
 DM3610;SPC FL W     -   386,207.      124,430.      MT  (+/- 10 meters HH2 GPS)
 DM3610
 DM3610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2595378223(NAD 83)
 DM3610
 DM3610                          SUPERSEDED SURVEY CONTROL
 DM3610
 DM3610.No superseded survey control is available for this station.
 DM3610
 DM3610_MARKER: DD = SURVEY DISK
 DM3610_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DM3610_SP_SET: SEAWALL
 DM3610_STAMPING: 6568 G 2009
 DM3610_MARK LOGO: FLDEP
 DM3610_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3610_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3610+SATELLITE: SATELLITE OBSERVATIONS - September 15, 2009
 DM3610
 DM3610  HISTORY     - Date     Condition        Report By
 DM3610  HISTORY     - 20090915 MONUMENTED       FLDEP
 DM3610
 DM3610                          STATION DESCRIPTION
 DM3610
 DM3610'DESCRIBED BY FL DEPT OF ENV PRO 2009 (MWM)
 DM3610'THE MARK IS ABOUT 10.4 MI (16.7 KM) SOUTH OF CLEARWATER, 6.3 MI (10.1
 DM3610'KM) WEST-NORTHWEST OF SAINT PETERSBURG, 2.1 MI (3.4 KM) SOUTHEAST OF
 DM3610'SEMINOLE, SECTION 2, TOWNSHIP 31 SOUTH, RANGE 15 EAST.
 DM3610'
 DM3610'TO REACH THE MARK FROM THE INTERSECTION OF U.S. ROUTE 19 ALTERNATE
 DM3610'(TYRONE BOULEVARD) AND STATE ROAD 695 (PARK STREET) IN SAINT
 DM3610'PETERSBURG, GO WEST ON U.S. ROUTE 19 ALTERNATE (TYRONE BOULEVARD) OVER
 DM3610'THE SEMINOLE BRIDGE FOR 1.0 MI (1.6 KM) TO THE JUNCTION OF 92ND STREET
 DM3610'ON THE RIGHT (THE ENTRANCE TO HARBOR LIGHT CLUB TRAILER PARK).  TURN
 DM3610'RIGHT ON 92ND STREET AND GO NORTH FOR 0.25 MI (0.4 KM) TO THE BAYSIDE
 DM3610'MARINA AND THE MARK ON THE RIGHT.
 DM3610'
 DM3610'LOCATED 92.8 FT (28.3 M) SOUTHEAST OF THE NORTHWEST CORNER OF BAY
 DM3610'PINES MARINA BUILDING, 92.4 FT (28.2 M) SOUTHWEST OF AN FLDEP DISK
 DM3610'6568 F 2009, 37.5 FT (11.4 M) EAST-NORTHEAST OF STEEL SEWER GRATE,
 DM3610'22.3 FT (6.8 M) SOUTHWEST OF CYCLONE FENCE AND 0.8 FT (0.2 M)
 DM3610'NORTHWEST OF THE SOUTHEAST EDGE OF SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7422 ***********************************************************************
 AG7422  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7422  DESIGNATION -  872 6571 A TIDAL
 AG7422  PID         -  AG7422
 AG7422  STATE/COUNTY-  FL/PINELLAS
 AG7422  COUNTRY     -  US
 AG7422  USGS QUAD   -  PORT TAMPA (2018)
 AG7422
 AG7422                         *CURRENT SURVEY CONTROL
 AG7422  ______________________________________________________________________
 AG7422* NAD 83(1986) POSITION- 27 49 22.     (N) 082 35 39.     (W)   SCALED
 AG7422* NAVD 88 ORTHO HEIGHT -     1.327 (meters)        4.35  (feet) ADJUSTED
 AG7422  ______________________________________________________________________
 AG7422  GEOID HEIGHT    -        -24.678 (meters)                     GEOID18
 AG7422  DYNAMIC HEIGHT  -          1.325 (meters)        4.35  (feet) COMP
 AG7422  MODELED GRAVITY -    979,177.1   (mgal)                       NAVD 88
 AG7422
 AG7422  VERT ORDER      -  SECOND    CLASS I
 AG7422
 AG7422.The horizontal coordinates were scaled from a map and have
 AG7422.an estimated accuracy of +/- 6 seconds.
 AG7422
 AG7422.The orthometric height was determined by differential leveling and
 AG7422.adjusted by the NATIONAL GEODETIC SURVEY
 AG7422.in June 1991.
 AG7422
 AG7422.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7422.GEOID18 height accuracy estimate available here.
 AG7422
 AG7422.This Tidal Bench Mark is designated as VM 10653
 AG7422.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7422
 AG7422.Click photographs - Photos may exist for this station.
 AG7422
 AG7422.The dynamic height is computed by dividing the NAVD 88
 AG7422.geopotential number by the normal gravity value computed on the
 AG7422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7422.degrees latitude (g = 980.6199 gals.).
 AG7422
 AG7422.The modeled gravity was interpolated from observed gravity values.
 AG7422
 AG7422;                    North         East    Units  Estimated Accuracy
 AG7422;SPC FL W     -   386,710.      141,460.      MT  (+/- 180 meters Scaled)
 AG7422
 AG7422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL429785(NAD 83)
 AG7422
 AG7422                          SUPERSEDED SURVEY CONTROL
 AG7422
 AG7422  NGVD 29 (??/??/92)    1.589  (m)            5.21   (f) ADJ UNCH    2 1
 AG7422
 AG7422.Superseded values are not recommended for survey control.
 AG7422
 AG7422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7422.See file dsdata.pdf to determine how the superseded data were derived.
 AG7422
 AG7422_MARKER: DD = SURVEY DISK
 AG7422_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7422_SP_SET: SEAWALL
 AG7422_STAMPING: 6571 A 1976
 AG7422_MARK LOGO: NOS
 AG7422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7422+STABILITY: SURFACE MOTION
 AG7422
 AG7422  HISTORY     - Date     Condition        Report By
 AG7422  HISTORY     - 1976     MONUMENTED       NOS
 AG7422  HISTORY     - 1982     GOOD             FLDNR
 AG7422  HISTORY     - 19980305 GOOD             USPSQD
 AG7422  HISTORY     - 20031215 MARK NOT FOUND   USPSQD
 AG7422
 AG7422                          STATION DESCRIPTION
 AG7422
 AG7422'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7422'IN ST PETERSBURG.
 AG7422'BEGIN AT THE ST. PETERSBURG POST OFFICE (4TH STREET NORTH AND 1ST
 AG7422'AVENUE NORTH), GO 3.9 MILES NORTH ON 4TH STREET TO 62ND AVENUE
 AG7422'NORTH, GO 1.85 MILES EAST ON 62ND AVENUE NORTH TO BAYOU GRANDE
 AG7422'BOULEVARD, GO 0.9 MILE SOUTH ON BAYOU GRANDE BOULEVARD TO NEBRASKA
 AG7422'AVENUE, GO 0.15 MILE EAST ON NEBRASKA AVENUE TO BAYOU GRANDE
 AG7422'BOULEVARD, GO 0.65 MILE SOUTH AND EAST ON BAYOU GRANDE BOULEVARD TO
 AG7422'THE MARK.  THE MARK IS BEHIND THE RESIDENCE AT 2279 BAYOU GRANDE
 AG7422'BOULEVARD, 45 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 AG7422'17.5 FEET WEST OF THE EAST BOUNDARY LINE, AND 1.5 FEET SOUTHWEST
 AG7422'OF THE SOUTHWEST CORNER OF THE DOCK.
 AG7422
 AG7422                          STATION RECOVERY (1998)
 AG7422
 AG7422'RECOVERY NOTE BY US POWER SQUADRON 1998
 AG7422'RECOVERED IN GOOD CONDITION.
 AG7422
 AG7422                          STATION RECOVERY (2003)
 AG7422
 AG7422'RECOVERY NOTE BY US POWER SQUADRON 2003 (JHF)
 AG7422'NOT FOUND. WAS SET IN SEAWALL CAP.  ENTIRE SEAWALL CAP AND DOCK HAS
 AG7422'BEEN REPLACED.  NO EVIDENCE OF MARKER FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7608 ***********************************************************************
 AG7608  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7608  DESIGNATION -  872 6572 B TIDAL
 AG7608  PID         -  AG7608
 AG7608  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7608  COUNTRY     -  US
 AG7608  USGS QUAD   -  GIBSONTON (2018)
 AG7608
 AG7608                         *CURRENT SURVEY CONTROL
 AG7608  ______________________________________________________________________
 AG7608* NAD 83(1986) POSITION- 27 49 18.     (N) 082 22 56.     (W)   SCALED
 AG7608* NAVD 88 ORTHO HEIGHT -     1.053 (meters)        3.45  (feet) ADJUSTED
 AG7608  ______________________________________________________________________
 AG7608  GEOID HEIGHT    -        -24.957 (meters)                     GEOID18
 AG7608  DYNAMIC HEIGHT  -          1.052 (meters)        3.45  (feet) COMP
 AG7608  MODELED GRAVITY -    979,170.4   (mgal)                       NAVD 88
 AG7608
 AG7608  VERT ORDER      -  FIRST     CLASS II
 AG7608
 AG7608.The horizontal coordinates were scaled from a map and have
 AG7608.an estimated accuracy of +/- 6 seconds.
 AG7608
 AG7608.The orthometric height was determined by differential leveling and
 AG7608.adjusted by the NATIONAL GEODETIC SURVEY
 AG7608.in July 2009.
 AG7608
 AG7608.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7608.GEOID18 height accuracy estimate available here.
 AG7608
 AG7608.This Tidal Bench Mark is designated as VM 6567
 AG7608.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7608
 AG7608.Click photographs - Photos may exist for this station.
 AG7608
 AG7608.The dynamic height is computed by dividing the NAVD 88
 AG7608.geopotential number by the normal gravity value computed on the
 AG7608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7608.degrees latitude (g = 980.6199 gals.).
 AG7608
 AG7608.The modeled gravity was interpolated from observed gravity values.
 AG7608
 AG7608;                    North         East    Units  Estimated Accuracy
 AG7608;SPC FL W     -   386,510.      162,340.      MT  (+/- 180 meters Scaled)
 AG7608
 AG7608_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL638782(NAD 83)
 AG7608
 AG7608                          SUPERSEDED SURVEY CONTROL
 AG7608
 AG7608  NAVD 88 (06/15/91)    1.059  (m)            3.47   (f) SUPERSEDED  2 1
 AG7608
 AG7608.Superseded values are not recommended for survey control.
 AG7608
 AG7608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7608.See file dsdata.pdf to determine how the superseded data were derived.
 AG7608
 AG7608_MARKER: DD = SURVEY DISK
 AG7608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7608_STAMPING: 6572 B 1977
 AG7608_MARK LOGO: NOS
 AG7608_PROJECTION: FLUSH
 AG7608_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG7608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7608+STABILITY: SURFACE MOTION
 AG7608_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7608+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2017
 AG7608
 AG7608  HISTORY     - Date     Condition        Report By
 AG7608  HISTORY     - 1977     MONUMENTED       NOS
 AG7608  HISTORY     - 1982     GOOD             FLDNR
 AG7608  HISTORY     - 20070620 GOOD             FLDEP
 AG7608  HISTORY     - 20170320 GOOD             NGS
 AG7608
 AG7608                          STATION DESCRIPTION
 AG7608
 AG7608'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7608'2.45 MI SOUTH FROM GIBSONTON.
 AG7608'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7608'RIVER, GO 2.45 MILES SOUTH ON U.S. 41 TO THE MARK.  THE MARK IS SOUTH
 AG7608'OF THE RED DIAMOND MOTEL, 51.9 FEET WEST-NORTHWEST OF THE CENTERLINE
 AG7608'OF THE SOUTHBOUND LANE OF U.S. 41, 1 FOOT NORTH OF POWER POLE 7971,
 AG7608'85 FEET NORTHEAST OF A PRIVATE DRIVE, 36 FEET SOUTHWEST OF ANOTHER
 AG7608'DRIVE, AND 0.9 FOOT NORTHEAST OF A WITNESS POST.
 AG7608'THE MARK IS 1 FT BELOW HIGHWAY.
 AG7608
 AG7608                          STATION RECOVERY (2007)
 AG7608
 AG7608'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7608'RECOVERED IN GOOD CONDITION WITH THIS ADDITION, THE RED DIAMOND MOTEL
 AG7608'IS NO LONGER THERE.
 AG7608
 AG7608                          STATION RECOVERY (2017)
 AG7608
 AG7608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (JFC)
 AG7608'RECOVERED AS DESCRIBED, NOT SUITABLE FOR GPS DUE TO VEGETATION AND
 AG7608'TREE CANOPY.
 AG7608'NOTE RED DIAMOND MOTEL NO LONGER EXIST
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7607 ***********************************************************************
 AG7607  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7607  DESIGNATION -  872 6572 C TIDAL
 AG7607  PID         -  AG7607
 AG7607  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7607  COUNTRY     -  US
 AG7607  USGS QUAD   -  GIBSONTON (2018)
 AG7607
 AG7607                         *CURRENT SURVEY CONTROL
 AG7607  ______________________________________________________________________
 AG7607* NAD 83(1986) POSITION- 27 49 11.     (N) 082 22 57.     (W)   SCALED
 AG7607* NAVD 88 ORTHO HEIGHT -     0.770 (meters)        2.53  (feet) ADJUSTED
 AG7607  ______________________________________________________________________
 AG7607  GEOID HEIGHT    -        -24.955 (meters)                     GEOID18
 AG7607  DYNAMIC HEIGHT  -          0.769 (meters)        2.52  (feet) COMP
 AG7607  MODELED GRAVITY -    979,170.2   (mgal)                       NAVD 88
 AG7607
 AG7607  VERT ORDER      -  FIRST     CLASS II
 AG7607
 AG7607.The horizontal coordinates were scaled from a map and have
 AG7607.an estimated accuracy of +/- 6 seconds.
 AG7607
 AG7607.The orthometric height was determined by differential leveling and
 AG7607.adjusted by the NATIONAL GEODETIC SURVEY
 AG7607.in June 1991.
 AG7607
 AG7607.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7607.GEOID18 height accuracy estimate available here.
 AG7607
 AG7607.This Tidal Bench Mark is designated as VM 6568
 AG7607.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7607
 AG7607.Click photographs - Photos may exist for this station.
 AG7607
 AG7607.The dynamic height is computed by dividing the NAVD 88
 AG7607.geopotential number by the normal gravity value computed on the
 AG7607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7607.degrees latitude (g = 980.6199 gals.).
 AG7607
 AG7607.The modeled gravity was interpolated from observed gravity values.
 AG7607
 AG7607;                    North         East    Units  Estimated Accuracy
 AG7607;SPC FL W     -   386,290.      162,320.      MT  (+/- 180 meters Scaled)
 AG7607
 AG7607_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL638779(NAD 83)
 AG7607
 AG7607                          SUPERSEDED SURVEY CONTROL
 AG7607
 AG7607.No superseded survey control is available for this station.
 AG7607
 AG7607_MARKER: DD = SURVEY DISK
 AG7607_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7607_SP_SET: CULVERT HEADWALL
 AG7607_STAMPING: 6572 C 1977
 AG7607_MARK LOGO: NOS
 AG7607_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7607+STABILITY: SURFACE MOTION
 AG7607_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7607+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2017
 AG7607
 AG7607  HISTORY     - Date     Condition        Report By
 AG7607  HISTORY     - 1977     MONUMENTED       NOS
 AG7607  HISTORY     - 1982     GOOD             FLDNR
 AG7607  HISTORY     - 20070620 GOOD             FLDEP
 AG7607  HISTORY     - 20170320 GOOD             NGS
 AG7607
 AG7607                          STATION DESCRIPTION
 AG7607
 AG7607'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7607'2.55 MI SOUTH FROM GIBSONTON.
 AG7607'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7607'RIVER, GO 2.55 MILES SOUTH ON U.S. 41 TO THE MARK.  THE MARK BEARS
 AG7607'30 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 AG7607'U.S. 41, 90 FEET NORTHWEST OF A CROSSOVER LANE, 30 FEET NORTHEAST OF
 AG7607'A POWER POLE, 1.3 FEET NORTHEAST OF THE SOUTHWEST END OF THE CULVERT
 AG7607'HEADWALL (FIRST DRAINAGE CULVERT SOUTH OF THE RED DIAMOND MOTEL),
 AG7607'AND 120 FEET NORTH OF TIDAL BENCH MARK 6572 D.
 AG7607'THE MARK IS 2 FT BELOW HIGHWAY.
 AG7607
 AG7607                          STATION RECOVERY (2007)
 AG7607
 AG7607'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7607'RECOVERED AS DESCRIBED.
 AG7607
 AG7607                          STATION RECOVERY (2017)
 AG7607
 AG7607'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (JFC)
 AG7607'RECOVERED AS DESCRIBED, NOT SUITABLE FOR GPS DUE TO VEGETATION AND
 AG7607'TREE CANOPY.
 AG7607'NOTE RED DIAMOND MOTEL NO LONGER EXIST
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7606 ***********************************************************************
 AG7606  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7606  DESIGNATION -  872 6572 D TIDAL
 AG7606  PID         -  AG7606
 AG7606  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7606  COUNTRY     -  US
 AG7606  USGS QUAD   -  GIBSONTON (2018)
 AG7606
 AG7606                         *CURRENT SURVEY CONTROL
 AG7606  ______________________________________________________________________
 AG7606* NAD 83(1986) POSITION- 27 49 09.     (N) 082 22 58.     (W)   SCALED
 AG7606* NAVD 88 ORTHO HEIGHT -     1.130 (meters)        3.71  (feet) ADJUSTED
 AG7606  ______________________________________________________________________
 AG7606  GEOID HEIGHT    -        -24.954 (meters)                     GEOID18
 AG7606  DYNAMIC HEIGHT  -          1.128 (meters)        3.70  (feet) COMP
 AG7606  MODELED GRAVITY -    979,170.1   (mgal)                       NAVD 88
 AG7606
 AG7606  VERT ORDER      -  SECOND    CLASS I
 AG7606
 AG7606.The horizontal coordinates were scaled from a map and have
 AG7606.an estimated accuracy of +/- 6 seconds.
 AG7606
 AG7606.The orthometric height was determined by differential leveling and
 AG7606.adjusted by the NATIONAL GEODETIC SURVEY
 AG7606.in June 1991.
 AG7606
 AG7606.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7606.GEOID18 height accuracy estimate available here.
 AG7606
 AG7606.This Tidal Bench Mark is designated as VM 6569
 AG7606.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7606
 AG7606.Click photographs - Photos may exist for this station.
 AG7606
 AG7606.The dynamic height is computed by dividing the NAVD 88
 AG7606.geopotential number by the normal gravity value computed on the
 AG7606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7606.degrees latitude (g = 980.6199 gals.).
 AG7606
 AG7606.The modeled gravity was interpolated from observed gravity values.
 AG7606
 AG7606;                    North         East    Units  Estimated Accuracy
 AG7606;SPC FL W     -   386,230.      162,290.      MT  (+/- 180 meters Scaled)
 AG7606
 AG7606_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL638779(NAD 83)
 AG7606
 AG7606                          SUPERSEDED SURVEY CONTROL
 AG7606
 AG7606.No superseded survey control is available for this station.
 AG7606
 AG7606_MARKER: DB = BENCH MARK DISK
 AG7606_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7606_SP_SET: CONCRETE CULVERT HEADWALL
 AG7606_STAMPING: 6572 D
 AG7606_MARK LOGO: FLDT
 AG7606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7606+STABILITY: SURFACE MOTION
 AG7606
 AG7606  HISTORY     - Date     Condition        Report By
 AG7606  HISTORY     - UNK      MONUMENTED       FLDT
 AG7606  HISTORY     - 1982     GOOD             FLDNR
 AG7606  HISTORY     - 20070620 MARK NOT FOUND   FLDEP
 AG7606  HISTORY     - 20170320 MARK NOT FOUND   NGS
 AG7606
 AG7606                          STATION DESCRIPTION
 AG7606
 AG7606'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7606'2.55 MI SOUTH FROM GIBSONTON.
 AG7606'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7606'RIVER, GO 2.55 MILES SOUTH ON U.S. 41 TO THE MARK.  THE MARK BEARS
 AG7606'24.9 FEET WEST-NORTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF
 AG7606'U.S. 41, 54 FEET SOUTHWEST OF A CROSSOVER LANE, 13 FEET SOUTHWEST OF
 AG7606'THE NORTHEAST END OF A LARGE BOX CULVERT, AND 120 FEET SOUTH OF
 AG7606'TIDAL BENCH MARK 6572 C 1977.  THE MARK WAS STAMPED BY FLDNR.
 AG7606'THE MARK IS 2 FT BELOW HIGHWAY.
 AG7606
 AG7606                          STATION RECOVERY (2007)
 AG7606
 AG7606'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7606'THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN REPLACED.
 AG7606
 AG7606                          STATION RECOVERY (2017)
 AG7606
 AG7606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (JFC)
 AG7606'MARK NOT FOUND
 AG7606'NOTE RED DIAMOND MOTEL NO LONGER EXIST
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1721 ***********************************************************************
 DL1721  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1721  DESIGNATION -  872 6572 F TIDAL
 DL1721  PID         -  DL1721
 DL1721  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1721  COUNTRY     -  US
 DL1721  USGS QUAD   -  GIBSONTON (2018)
 DL1721
 DL1721                         *CURRENT SURVEY CONTROL
 DL1721  ______________________________________________________________________
 DL1721* NAD 83(1986) POSITION- 27 49 06.     (N) 082 22 58.     (W)   SCALED
 DL1721* NAVD 88 ORTHO HEIGHT -     0.706 (meters)        2.32  (feet) ADJUSTED
 DL1721  ______________________________________________________________________
 DL1721  GEOID HEIGHT    -        -24.953 (meters)                     GEOID18
 DL1721  DYNAMIC HEIGHT  -          0.705 (meters)        2.31  (feet) COMP
 DL1721  MODELED GRAVITY -    979,170.0   (mgal)                       NAVD 88
 DL1721
 DL1721  VERT ORDER      -  FIRST     CLASS II
 DL1721
 DL1721.The horizontal coordinates were scaled from a map and have
 DL1721.an estimated accuracy of +/- 6 seconds.
 DL1721
 DL1721.The orthometric height was determined by differential leveling and
 DL1721.adjusted by the NATIONAL GEODETIC SURVEY
 DL1721.in July 2009.
 DL1721
 DL1721.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1721.GEOID18 height accuracy estimate available here.
 DL1721
 DL1721.This Tidal Bench Mark is designated as VM 19850
 DL1721.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1721
 DL1721.Click photographs - Photos may exist for this station.
 DL1721
 DL1721.The dynamic height is computed by dividing the NAVD 88
 DL1721.geopotential number by the normal gravity value computed on the
 DL1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1721.degrees latitude (g = 980.6199 gals.).
 DL1721
 DL1721.The modeled gravity was interpolated from observed gravity values.
 DL1721
 DL1721;                    North         East    Units  Estimated Accuracy
 DL1721;SPC FL W     -   386,140.      162,290.      MT  (+/- 180 meters Scaled)
 DL1721
 DL1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL638778(NAD 83)
 DL1721
 DL1721                          SUPERSEDED SURVEY CONTROL
 DL1721
 DL1721.No superseded survey control is available for this station.
 DL1721
 DL1721_MARKER: F = FLANGE-ENCASED ROD
 DL1721_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1721_STAMPING: 6572 F 2007
 DL1721_MARK LOGO: NGS
 DL1721_PROJECTION: RECESSED 8 CENTIMETERS
 DL1721_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1721_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1721+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2007
 DL1721_ROD/PIPE-DEPTH: 7.3 meters
 DL1721
 DL1721  HISTORY     - Date     Condition        Report By
 DL1721  HISTORY     - 20070802 MONUMENTED       FLDEP
 DL1721  HISTORY     - 20170320 MARK NOT FOUND   NGS
 DL1721
 DL1721                          STATION DESCRIPTION
 DL1721
 DL1721'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1721'THE MARK IS ABOUT 3.5 MI (5.8 KM) NORTH OF APOLLO BEACH, 2.0 MI (3.2
 DL1721'KM) SOUTH OF GIBSONTON, IN SECTION 2, TOWNSHIP 31 SOUTH, RANGE 19
 DL1721'EAST.
 DL1721'
 DL1721'TO REACH THE MARK FROM THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE
 DL1721'SPANNING THE ALAFIA RIVER, ON THE NORTH SIDE OF GIBSONTON, GO SOUTH ON
 DL1721'U.S. HIGHWAY 41 FOR 2.75 MI (4.3 KM) TO THE MARK ON THE LEFT, IN THE
 DL1721'MEDIAN OF U.S. HIGHWAY 41, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT
 DL1721'A DEPTH OF 24.0 FT (7.3 M) WITH A NGS LOGO CAP RECESSED 0.3 FT (0.1 M)
 DL1721'BELOW THE LEVEL OF THE GROUND AND ABOUT 2.5 FT (0.8 M) BELOW THE LEVEL
 DL1721'OF U.S. HIGHWAY 41, THE DATUM POINT IS RECESSED 0.4 FT (0.1 M) BELOW
 DL1721'THE LEVEL OF THE NGS LOGO CAP.
 DL1721'
 DL1721'LOCATED 31.3 FT (9.5 M) EAST OF THE CENTERLINE OF U.S. HIGHWAY 41
 DL1721'SOUTHBOUND LANES, 21.8 FT (6.6 M) SOUTH OF THE NORTHWEST CORNER OF A
 DL1721'CONCRETE DRAIN, 6.0 FT (1.8 M) WEST OF A CARSONITE WITNESS POST AND
 DL1721'4.0 FT (0.3 M) SOUTH OF THE SOUTH FACE OF THE CONCRETE DRAIN.
 DL1721'
 DL1721'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DL1721'
 DL1721'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL1721'LOGO CAP.
 DL1721
 DL1721                          STATION RECOVERY (2017)
 DL1721
 DL1721'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (JFC)
 DL1721'MARK NOT FOUND
 DL1721'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1720 ***********************************************************************
 DL1720  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1720  DESIGNATION -  872 6572 G TIDAL
 DL1720  PID         -  DL1720
 DL1720  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1720  COUNTRY     -  US
 DL1720  USGS QUAD   -  GIBSONTON (2018)
 DL1720
 DL1720                         *CURRENT SURVEY CONTROL
 DL1720  ______________________________________________________________________
 DL1720* NAD 83(1986) POSITION- 27 49 05.     (N) 082 22 59.     (W)   SCALED
 DL1720* NAVD 88 ORTHO HEIGHT -     1.176 (meters)        3.86  (feet) ADJUSTED
 DL1720  ______________________________________________________________________
 DL1720  GEOID HEIGHT    -        -24.952 (meters)                     GEOID18
 DL1720  DYNAMIC HEIGHT  -          1.174 (meters)        3.85  (feet) COMP
 DL1720  MODELED GRAVITY -    979,170.0   (mgal)                       NAVD 88
 DL1720
 DL1720  VERT ORDER      -  FIRST     CLASS II
 DL1720
 DL1720.The horizontal coordinates were scaled from a map and have
 DL1720.an estimated accuracy of +/- 6 seconds.
 DL1720
 DL1720.The orthometric height was determined by differential leveling and
 DL1720.adjusted by the NATIONAL GEODETIC SURVEY
 DL1720.in July 2009.
 DL1720
 DL1720.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1720.GEOID18 height accuracy estimate available here.
 DL1720
 DL1720.This Tidal Bench Mark is designated as VM 19851
 DL1720.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1720
 DL1720.Click photographs - Photos may exist for this station.
 DL1720
 DL1720.The dynamic height is computed by dividing the NAVD 88
 DL1720.geopotential number by the normal gravity value computed on the
 DL1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1720.degrees latitude (g = 980.6199 gals.).
 DL1720
 DL1720.The modeled gravity was interpolated from observed gravity values.
 DL1720
 DL1720;                    North         East    Units  Estimated Accuracy
 DL1720;SPC FL W     -   386,110.      162,260.      MT  (+/- 180 meters Scaled)
 DL1720
 DL1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL637778(NAD 83)
 DL1720
 DL1720                          SUPERSEDED SURVEY CONTROL
 DL1720
 DL1720.No superseded survey control is available for this station.
 DL1720
 DL1720_MARKER: DD = SURVEY DISK
 DL1720_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1720_SP_SET: BOX CULVERT
 DL1720_STAMPING: 6572 G 2007
 DL1720_MARK LOGO: FLDEP
 DL1720_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1720+STABILITY: SURFACE MOTION
 DL1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1720+SATELLITE: SATELLITE OBSERVATIONS - August 02, 2007
 DL1720
 DL1720  HISTORY     - Date     Condition        Report By
 DL1720  HISTORY     - 20070802 MONUMENTED       FLDEP
 DL1720  HISTORY     - 20170320 MARK NOT FOUND   NGS
 DL1720
 DL1720                          STATION DESCRIPTION
 DL1720
 DL1720'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1720'THE MARK IS ABOUT 3.5 MI (5.8 KM) NORTH OF APOLLO BEACH, 2.0 MI (3.2
 DL1720'KM) SOUTH OF GIBSONTON, IN SECTION 2, TOWNSHIP 31 SOUTH, RANGE 19
 DL1720'EAST.
 DL1720'
 DL1720'TO REACH THE MARK FROM THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE
 DL1720'SPANNING THE ALAFIA RIVER, ON THE NORTH SIDE OF GIBSONTON, GO SOUTH ON
 DL1720'U.S. HIGHWAY 41 FOR 2.75 MI (4.3 KM) TO THE MARK ON THE RIGHT, SET
 DL1720'FLUSH IN THE TOP OF A LARGE BOX CULVERT AND ABOUT 1.0 FT (0.3 M) BELOW
 DL1720'THE LEVEL OF U.S. HIGHWAY 41 SOUTHBOUND LANES.
 DL1720'
 DL1720'LOCATED 124.0 FT (37.8 M) SOUTH OF A NOS BENCH MARK DISK STAMPED 6572
 DL1720'C 1977, 30.0 FT (9.1 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY 41
 DL1720'SOUTHBOUND LANES, 20.5 FT (6.2 M) SOUTH OF THE NORTH END OF THE
 DL1720'HEADWALL AND 17.5 FT (5.3 M) NORTH OF THE SOUTH END OF THE HEADWALL.
 DL1720
 DL1720                          STATION RECOVERY (2017)
 DL1720
 DL1720'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017 (JFC)
 DL1720'MARK NOT FOUND
 DL1720'
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7535 ***********************************************************************
 AG7535  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7535  DESIGNATION -  872 6573 TIDAL 4
 AG7535  PID         -  AG7535
 AG7535  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7535  COUNTRY     -  US
 AG7535  USGS QUAD   -  GIBSONTON (2018)
 AG7535
 AG7535                         *CURRENT SURVEY CONTROL
 AG7535  ______________________________________________________________________
 AG7535* NAD 83(1986) POSITION- 27 50 16.     (N) 082 29 09.     (W)   SCALED
 AG7535* NAVD 88 ORTHO HEIGHT -     1.566 (meters)        5.14  (feet) ADJUSTED
 AG7535  ______________________________________________________________________
 AG7535  GEOID HEIGHT    -        -24.852 (meters)                     GEOID18
 AG7535  DYNAMIC HEIGHT  -          1.564 (meters)        5.13  (feet) COMP
 AG7535  MODELED GRAVITY -    979,175.6   (mgal)                       NAVD 88
 AG7535
 AG7535  VERT ORDER      -  SECOND    CLASS I
 AG7535
 AG7535.This mark is at Mac Dill Afb Airport (MCF)
 AG7535
 AG7535.The horizontal coordinates were scaled from a map and have
 AG7535.an estimated accuracy of +/- 6 seconds.
 AG7535
 AG7535.The orthometric height was determined by differential leveling and
 AG7535.adjusted by the NATIONAL GEODETIC SURVEY
 AG7535.in June 1991.
 AG7535
 AG7535.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7535.GEOID18 height accuracy estimate available here.
 AG7535
 AG7535.This Tidal Bench Mark is designated as VM 6573
 AG7535.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7535
 AG7535.Click photographs - Photos may exist for this station.
 AG7535
 AG7535.The dynamic height is computed by dividing the NAVD 88
 AG7535.geopotential number by the normal gravity value computed on the
 AG7535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7535.degrees latitude (g = 980.6199 gals.).
 AG7535
 AG7535.The modeled gravity was interpolated from observed gravity values.
 AG7535
 AG7535;                    North         East    Units  Estimated Accuracy
 AG7535;SPC FL W     -   388,330.      152,140.      MT  (+/- 180 meters Scaled)
 AG7535
 AG7535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL536801(NAD 83)
 AG7535
 AG7535                          SUPERSEDED SURVEY CONTROL
 AG7535
 AG7535  NGVD 29 (??/??/92)    1.831  (m)            6.01   (f) ADJ UNCH    2 1
 AG7535
 AG7535.Superseded values are not recommended for survey control.
 AG7535
 AG7535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7535.See file dsdata.pdf to determine how the superseded data were derived.
 AG7535
 AG7535_MARKER: DD = SURVEY DISK
 AG7535_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7535_SP_SET: MANHOLE COLLAR
 AG7535_STAMPING: NO 4 1975
 AG7535_MARK LOGO: NOS
 AG7535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7535
 AG7535  HISTORY     - Date     Condition        Report By
 AG7535  HISTORY     - 1975     MONUMENTED       NOS
 AG7535  HISTORY     - 1982     GOOD             FLDNR
 AG7535  HISTORY     - 1990     POOR             USPSQD
 AG7535  HISTORY     - 19990321 GOOD             USPSQD
 AG7535  HISTORY     - 20030921 POOR             USPSQD
 AG7535
 AG7535                          STATION DESCRIPTION
 AG7535
 AG7535'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7535'IN TAMPA.
 AG7535'THE MARK IS AT MACDILL AIR FORCE BASE, NEAR THE JUNCTION OF MARINA
 AG7535'DRIVE AND SOUTH SHORE ROAD, 290 FEET SOUTH OF THE JUNCTION, AND
 AG7535'25.6 FEET EAST OF THE CENTERLINE OF MARINA DRIVE.
 AG7535'THE MARK IS ABOVE LEVEL WITH ROAD.
 AG7535
 AG7535                          STATION RECOVERY (1990)
 AG7535
 AG7535'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7535'MARK RECOVERED IN POOR CONDITION.
 AG7535
 AG7535                          STATION RECOVERY (1999)
 AG7535
 AG7535'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7535'RECOVERED IN GOOD CONDITION.
 AG7535
 AG7535                          STATION RECOVERY (2003)
 AG7535
 AG7535'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7535'MARK FOUND POOR. THE MARK IS SET IN THE CONCRETE COLLAR OF A MANHOLE
 AG7535'COVER.  IT IS PAINTED OVER WITH GRAY PAINT WHICH MAKES THE NUMBERS
 AG7535'HARD TO READ.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7426 ***********************************************************************
 AG7426  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7426  DESIGNATION -  872 6574 A
 AG7426  PID         -  AG7426
 AG7426  STATE/COUNTY-  FL/PINELLAS
 AG7426  COUNTRY     -  US
 AG7426  USGS QUAD   -  SEMINOLE (2018)
 AG7426
 AG7426                         *CURRENT SURVEY CONTROL
 AG7426  ______________________________________________________________________
 AG7426* NAD 83(1986) POSITION- 27 48 33.     (N) 082 47 41.     (W)   SCALED
 AG7426* NAVD 88 ORTHO HEIGHT -     1.397 (meters)        4.58  (feet) ADJUSTED
 AG7426  ______________________________________________________________________
 AG7426  GEOID HEIGHT    -        -24.362 (meters)                     GEOID18
 AG7426  DYNAMIC HEIGHT  -          1.395 (meters)        4.58  (feet) COMP
 AG7426  MODELED GRAVITY -    979,180.2   (mgal)                       NAVD 88
 AG7426
 AG7426  VERT ORDER      -  SECOND    CLASS I
 AG7426
 AG7426.The horizontal coordinates were scaled from a map and have
 AG7426.an estimated accuracy of +/- 6 seconds.
 AG7426
 AG7426.The orthometric height was determined by differential leveling and
 AG7426.adjusted by the NATIONAL GEODETIC SURVEY
 AG7426.in March 1995.
 AG7426
 AG7426.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7426.GEOID18 height accuracy estimate available here.
 AG7426
 AG7426.This Tidal Bench Mark is designated as VM 6577
 AG7426.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7426
 AG7426.Click photographs - Photos may exist for this station.
 AG7426
 AG7426.The dynamic height is computed by dividing the NAVD 88
 AG7426.geopotential number by the normal gravity value computed on the
 AG7426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7426.degrees latitude (g = 980.6199 gals.).
 AG7426
 AG7426.The modeled gravity was interpolated from observed gravity values.
 AG7426
 AG7426;                    North         East    Units  Estimated Accuracy
 AG7426;SPC FL W     -   385,320.      121,700.      MT  (+/- 180 meters Scaled)
 AG7426
 AG7426_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL232773(NAD 83)
 AG7426
 AG7426                          SUPERSEDED SURVEY CONTROL
 AG7426
 AG7426  NAVD 88 (06/15/91)    1.401  (m)            4.60   (f) SUPERSEDED  2 1
 AG7426  NGVD 29 (??/??/92)    1.669  (m)            5.48   (f) ADJ UNCH    2 1
 AG7426
 AG7426.Superseded values are not recommended for survey control.
 AG7426
 AG7426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7426.See file dsdata.pdf to determine how the superseded data were derived.
 AG7426
 AG7426_MARKER: DD = SURVEY DISK
 AG7426_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7426+WITH SETTING: PAVEMENT
 AG7426_SP_SET: FLAGPOLE BASE
 AG7426_STAMPING: 6574 A 1976
 AG7426_MARK LOGO: NOS
 AG7426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7426+STABILITY: SURFACE MOTION
 AG7426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7426+SATELLITE: SATELLITE OBSERVATIONS - April 04, 1990
 AG7426
 AG7426  HISTORY     - Date     Condition        Report By
 AG7426  HISTORY     - 1976     MONUMENTED       NOS
 AG7426  HISTORY     - 1982     GOOD             FLDNR
 AG7426  HISTORY     - 19900404 GOOD             FLDNR
 AG7426  HISTORY     - 20090930 MARK NOT FOUND   FLDEP
 AG7426  HISTORY     - 20170420 MARK NOT FOUND   NGS
 AG7426
 AG7426                          STATION DESCRIPTION
 AG7426
 AG7426'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7426'0.8 MI NE FROM MADEIRA BEACH.
 AG7426'BEGIN AT THE INTERSECTION OF STATE ROAD 699 (GULF BOULEVARD) AND
 AG7426'WELCH CAUSEWAY IN MADEIRA BEACH, GO 0.8 MILE NORTHEAST ON WELCH
 AG7426'CAUSEWAY TO THE ENTRANCE TO THE SHOPPING PLAZA, GO 0.2 MILE
 AG7426'NORTHWEST ACROSS THE PARKING LOT TO THE BROWN DERBY RESTAURANT
 AG7426'AND THE AMERICAN LEGION HALL (POST 273).  THE MARK IS SET IN THE
 AG7426'BASE OF THE FLAGPOLE IN FRONT OF THE AMERICAN LEGION BUILDING, 0.5
 AG7426'FOOT EAST OF THE FLAGPOLE, AND 13 FEET WEST OF THE CURB.
 AG7426
 AG7426                          STATION RECOVERY (1990)
 AG7426
 AG7426'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7426'RECOVERED IN GOOD CONDITION.
 AG7426
 AG7426                          STATION RECOVERY (2009)
 AG7426
 AG7426'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7426'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG7426
 AG7426                          STATION RECOVERY (2017)
 AG7426
 AG7426'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG7426'MARK NOT FOUND, PRESUMED LOST WHEN HOTEL WAS BUILT
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7424 ***********************************************************************
 AG7424  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7424  DESIGNATION -  872 6574 B
 AG7424  PID         -  AG7424
 AG7424  STATE/COUNTY-  FL/PINELLAS
 AG7424  COUNTRY     -  US
 AG7424  USGS QUAD   -  SEMINOLE (2018)
 AG7424
 AG7424                         *CURRENT SURVEY CONTROL
 AG7424  ______________________________________________________________________
 AG7424* NAD 83(1986) POSITION- 27 48 28.5    (N) 082 47 39.4    (W)   HD_HELD2
 AG7424* NAVD 88 ORTHO HEIGHT -     0.982 (meters)        3.22  (feet) ADJUSTED
 AG7424  ______________________________________________________________________
 AG7424  GEOID HEIGHT    -        -24.361 (meters)                     GEOID18
 AG7424  DYNAMIC HEIGHT  -          0.980 (meters)        3.22  (feet) COMP
 AG7424  MODELED GRAVITY -    979,180.1   (mgal)                       NAVD 88
 AG7424
 AG7424  VERT ORDER      -  SECOND    CLASS I
 AG7424
 AG7424.The horizontal coordinates were established by autonomous hand held GPS
 AG7424.observations and have an estimated accuracy of +/- 10 meters.
 AG7424
 AG7424.The orthometric height was determined by differential leveling and
 AG7424.adjusted by the NATIONAL GEODETIC SURVEY
 AG7424.in June 1991.
 AG7424
 AG7424.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7424.GEOID18 height accuracy estimate available here.
 AG7424
 AG7424.This Tidal Bench Mark is designated as VM 6578
 AG7424.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7424
 AG7424.Click photographs - Photos may exist for this station.
 AG7424
 AG7424.The dynamic height is computed by dividing the NAVD 88
 AG7424.geopotential number by the normal gravity value computed on the
 AG7424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7424.degrees latitude (g = 980.6199 gals.).
 AG7424
 AG7424.The modeled gravity was interpolated from observed gravity values.
 AG7424
 AG7424;                    North         East    Units  Estimated Accuracy
 AG7424;SPC FL W     -   385,177.      121,738.      MT  (+/- 10 meters HH2 GPS)
 AG7424
 AG7424_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2325377215(NAD 83)
 AG7424
 AG7424                          SUPERSEDED SURVEY CONTROL
 AG7424
 AG7424  NGVD 29 (??/??/92)    1.250  (m)            4.10   (f) ADJ UNCH    2 1
 AG7424
 AG7424.Superseded values are not recommended for survey control.
 AG7424
 AG7424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7424.See file dsdata.pdf to determine how the superseded data were derived.
 AG7424
 AG7424_MARKER: DD = SURVEY DISK
 AG7424_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7424_SP_SET: SEAWALL
 AG7424_STAMPING: 6574 B 1976
 AG7424_MARK LOGO: NOS
 AG7424_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7424+STABILITY: SURFACE MOTION
 AG7424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7424+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 AG7424
 AG7424  HISTORY     - Date     Condition        Report By
 AG7424  HISTORY     - 1976     MONUMENTED       NOS
 AG7424  HISTORY     - 1982     GOOD             FLDNR
 AG7424  HISTORY     - 19900404 GOOD             FLDNR
 AG7424  HISTORY     - 20090930 GOOD             FLDEP
 AG7424
 AG7424                          STATION DESCRIPTION
 AG7424
 AG7424'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7424'0.65 MI NE FROM MADEIRA BEACH.
 AG7424'BEGIN AT THE INTERSECTION OF STATE ROAD 699 (GULF BOULEVARD) AND
 AG7424'WELCH CAUSEWAY IN MADEIRA BEACH, GO 0.65 MILE NORTHEAST ON WELCH
 AG7424'CAUSEWAY TO THE NORTHEAST END OF THE BRIDGE.  THE MARK IS SET IN
 AG7424'THE WINGWALL ON THE NORTHWEST SIDE OF THE CAUSEWAY, 1.2 FEET WEST
 AG7424'OF THE EAST END OF THE WINGWALL, AND 35.3 FEET NORTH OF THE BRIDGE
 AG7424'GUARDRAIL.
 AG7424'THE MARK IS 13 FT BELOW HIGHWAY.
 AG7424
 AG7424                          STATION RECOVERY (1990)
 AG7424
 AG7424'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7424'RECOVERED IN GOOD CONDITION.
 AG7424
 AG7424                          STATION RECOVERY (2009)
 AG7424
 AG7424'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7424'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9392 ***********************************************************************
 AG9392  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9392  DESIGNATION -  872 6574 C
 AG9392  PID         -  AG9392
 AG9392  STATE/COUNTY-  FL/PINELLAS
 AG9392  COUNTRY     -  US
 AG9392  USGS QUAD   -  SEMINOLE (2018)
 AG9392
 AG9392                         *CURRENT SURVEY CONTROL
 AG9392  ______________________________________________________________________
 AG9392* NAD 83(1986) POSITION- 27 48 34.     (N) 082 47 41.     (W)   SCALED
 AG9392* NAVD 88 ORTHO HEIGHT -     1.461 (meters)        4.79  (feet) ADJUSTED
 AG9392  ______________________________________________________________________
 AG9392  GEOID HEIGHT    -        -24.363 (meters)                     GEOID18
 AG9392  DYNAMIC HEIGHT  -          1.459 (meters)        4.79  (feet) COMP
 AG9392  MODELED GRAVITY -    979,180.2   (mgal)                       NAVD 88
 AG9392
 AG9392  VERT ORDER      -  SECOND    CLASS I
 AG9392
 AG9392.The horizontal coordinates were scaled from a map and have
 AG9392.an estimated accuracy of +/- 6 seconds.
 AG9392
 AG9392.The orthometric height was determined by differential leveling and
 AG9392.adjusted by the NATIONAL GEODETIC SURVEY
 AG9392.in March 1995.
 AG9392
 AG9392.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9392.GEOID18 height accuracy estimate available here.
 AG9392
 AG9392.This Tidal Bench Mark is designated as VM 6581
 AG9392.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9392
 AG9392.Click photographs - Photos may exist for this station.
 AG9392
 AG9392.The dynamic height is computed by dividing the NAVD 88
 AG9392.geopotential number by the normal gravity value computed on the
 AG9392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9392.degrees latitude (g = 980.6199 gals.).
 AG9392
 AG9392.The modeled gravity was interpolated from observed gravity values.
 AG9392
 AG9392;                    North         East    Units  Estimated Accuracy
 AG9392;SPC FL W     -   385,350.      121,700.      MT  (+/- 180 meters Scaled)
 AG9392
 AG9392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL232773(NAD 83)
 AG9392
 AG9392                          SUPERSEDED SURVEY CONTROL
 AG9392
 AG9392.No superseded survey control is available for this station.
 AG9392
 AG9392_MARKER: DJ = TIDAL STATION DISK
 AG9392_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 AG9392_SP_SET: IRREGULAR CONCRETE MASS
 AG9392_STAMPING: 6574 C 1990
 AG9392_MARK LOGO: NOS
 AG9392_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG9392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9392+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9392
 AG9392  HISTORY     - Date     Condition        Report By
 AG9392  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9392  HISTORY     - 20090930 MARK NOT FOUND   FLDEP
 AG9392  HISTORY     - 20170420 MARK NOT FOUND   NGS
 AG9392
 AG9392                          STATION DESCRIPTION
 AG9392
 AG9392'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9392'THE MARK IS LOCATED AT MADERIA BEACH, PINELLAS COUNTY FL.  TO REACH
 AG9392'THE STATION FROM THE INTERSECTION OF STATE ROAD 699 (GULF BOULEVARD)
 AG9392'AND WELCH CAUSEWAY (STATE ROAD 666, 150TH AVE) IN MADEIRA BEACH.  GO
 AG9392'NORTHEAST ON WELCH CAUSEWAY FOR 0.80 MI (1.29 KM) TO THE MADEIRA
 AG9392'SHOPPING CENTER AND MC DONALDS ENTRANCE, TURN LEFT (NORTH WEST) AND
 AG9392'GO 0.10 MI (0.16 KM) TO A STOP SIGN (BLACKHAWK ROAD) TURN LEFT (SOUTH
 AG9392'WEST) 500.0 FT (152.40 M) TO THE END OF THE PARKING LOT TO THE BROWN
 AG9392'DERBY RESTAURANT ON THE LEFT AND THE AMERICAN LEGION POST 273 ON THE
 AG9392'RIGHT.  THE MARK IS LOCATED 1.0 FT (0.30 M) NORTH OF THE SOUTH EDGE
 AG9392'OF A MASS OF CONCRETE WITH AN OLD ANCHOR AND TWO CANNON BARRELS, AT
 AG9392'THE BOW OF A BOAT THAT SERVES AS THE BROWN DERBY RESTAURANT, 20.3 FT
 AG9392'(6.19 M) SOUTHWEST OF THE BOW OF THE FIXED BOAT (BROWN DERBY
 AG9392'RESTAURANT), 2.3 FT (0.70 M) NORTH OF THE SOUTH SIDE OF A SEAWALL AND
 AG9392'135.5 FT (41.30 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE AMERICAN
 AG9392'LEGION POST 273 BUILDING.
 AG9392
 AG9392                          STATION RECOVERY (2009)
 AG9392
 AG9392'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG9392'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG9392
 AG9392                          STATION RECOVERY (2017)
 AG9392
 AG9392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG9392'MARK NOT FOUND, PRESUMED LOST WHEN HOTEL WAS BUILT
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3817 ***********************************************************************
 DM3817  DESIGNATION -  872 6574 D
 DM3817  PID         -  DM3817
 DM3817  STATE/COUNTY-  FL/PINELLAS
 DM3817  COUNTRY     -  US
 DM3817  USGS QUAD   -  SEMINOLE (2018)
 DM3817
 DM3817                         *CURRENT SURVEY CONTROL
 DM3817  ______________________________________________________________________
 DM3817* NAD 83(1986) POSITION- 27 48 35.7    (N) 082 47 37.3    (W)   HD_HELD2
 DM3817* NAVD 88 ORTHO HEIGHT -     1.494 (meters)        4.90  (feet) ADJUSTED
 DM3817  ______________________________________________________________________
 DM3817  GEOID HEIGHT    -        -24.365 (meters)                     GEOID18
 DM3817  DYNAMIC HEIGHT  -          1.492 (meters)        4.89  (feet) COMP
 DM3817  MODELED GRAVITY -    979,180.2   (mgal)                       NAVD 88
 DM3817
 DM3817  VERT ORDER      -  SECOND    CLASS I
 DM3817
 DM3817.The horizontal coordinates were established by autonomous hand held GPS
 DM3817.observations and have an estimated accuracy of +/- 10 meters.
 DM3817
 DM3817.The orthometric height was determined by differential leveling and
 DM3817.adjusted by the NATIONAL GEODETIC SURVEY
 DM3817.in January 2011.
 DM3817
 DM3817.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3817.GEOID18 height accuracy estimate available here.
 DM3817
 DM3817.Click photographs - Photos may exist for this station.
 DM3817
 DM3817.The dynamic height is computed by dividing the NAVD 88
 DM3817.geopotential number by the normal gravity value computed on the
 DM3817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3817.degrees latitude (g = 980.6199 gals.).
 DM3817
 DM3817.The modeled gravity was interpolated from observed gravity values.
 DM3817
 DM3817;                    North         East    Units  Estimated Accuracy
 DM3817;SPC FL W     -   385,398.      121,797.      MT  (+/- 10 meters HH2 GPS)
 DM3817
 DM3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2331477436(NAD 83)
 DM3817
 DM3817                          SUPERSEDED SURVEY CONTROL
 DM3817
 DM3817.No superseded survey control is available for this station.
 DM3817
 DM3817_MARKER: DD = SURVEY DISK
 DM3817_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM3817_SP_SET: SEAWALL
 DM3817_STAMPING: 6574 D 2009
 DM3817_MARK LOGO: FLDEP
 DM3817_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM3817+STABILITY: SURFACE MOTION
 DM3817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3817+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DM3817
 DM3817  HISTORY     - Date     Condition        Report By
 DM3817  HISTORY     - 20090930 MONUMENTED       FLDEP
 DM3817
 DM3817                          STATION DESCRIPTION
 DM3817
 DM3817'DESCRIBED BY FL DEPT OF ENV PRO 2009
 DM3817'THE MARK IS ABOUT 10.7 MI (17.2 KM) SOUTH OF CLEARWATER, 7.5 MI (12.1
 DM3817'KM) WEST-NORTHWEST OF SAINT PETERSBURG, 2.0 MI (3.2 KM) SOUTH OF
 DM3817'SEMINOLE, IN SECTION 3, TOWNSHIP 31 SOUTH, RANGE 15 EAST.
 DM3817'
 DM3817'TO REACH THE MARK FROM THE INTERSECTION OF U.S. ALTERNATE 19 AND PARK
 DM3817'STREET IN ST PETERSBURG, GO WEST ON U.S. ALTERNATE 19 FOR 1.8 MI (2.9
 DM3817'KM) TO THE JUNCTION OF ROUTE 666 (TOM STUART CAUSEWAY) ON THE LEFT.
 DM3817'TURN LEFT ON ROUTE 666 (TOM STUART CAUSEWAY) AND GO SOUTHWEST FOR 0.7
 DM3817'MI (1.1 KM) TO THE JUNCTION OF DUHME ROAD ON THE RIGHT.  TURN RIGHT ON
 DM3817'DUHME ROAD AND GO NORTHERLY FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF A
 DM3817'DRIVEWAY TO THE AMERICAN LEGION.  TURN LEFT ON THE DRIVEWAY AND GO
 DM3817'WEST FOR 0.1 MI (0.2 KM) TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP
 DM3817'OF THE CONCRETE SEA WALL.
 DM3817'
 DM3817'LOCATED 143.1 FT (43.6 M) SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY
 DM3817'TO THE AMERICAN LEGION, 127.5 FT (38.9 M) EAST OF A FIRE HYDRANT, 46.4
 DM3817'FT (14.1 M) WEST-SOUTHWEST OF A CHAIN LINK FENCE, 1.5 FT (0.5 M)
 DM3817'SOUTHEAST OF A CARSONITE WITNESS POST AND 1.0 FT (0.3 M) NORTHWEST OF
 DM3817'THE SOUTHERN EDGE OF THE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3816 ***********************************************************************
 DM3816  DESIGNATION -  872 6574 E
 DM3816  PID         -  DM3816
 DM3816  STATE/COUNTY-  FL/PINELLAS
 DM3816  COUNTRY     -  US
 DM3816  USGS QUAD   -  SEMINOLE (2018)
 DM3816
 DM3816                         *CURRENT SURVEY CONTROL
 DM3816  ______________________________________________________________________
 DM3816* NAD 83(1986) POSITION- 27 48 40.1    (N) 082 47 32.2    (W)   HD_HELD2
 DM3816* NAVD 88 ORTHO HEIGHT -     1.714 (meters)        5.62  (feet) ADJUSTED
 DM3816  ______________________________________________________________________
 DM3816  GEOID HEIGHT    -        -24.369 (meters)                     GEOID18
 DM3816  DYNAMIC HEIGHT  -          1.712 (meters)        5.62  (feet) COMP
 DM3816  MODELED GRAVITY -    979,180.3   (mgal)                       NAVD 88
 DM3816
 DM3816  VERT ORDER      -  SECOND    CLASS I
 DM3816
 DM3816.The horizontal coordinates were established by autonomous hand held GPS
 DM3816.observations and have an estimated accuracy of +/- 10 meters.
 DM3816
 DM3816.The orthometric height was determined by differential leveling and
 DM3816.adjusted by the NATIONAL GEODETIC SURVEY
 DM3816.in January 2011.
 DM3816
 DM3816.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3816.GEOID18 height accuracy estimate available here.
 DM3816
 DM3816.Click photographs - Photos may exist for this station.
 DM3816
 DM3816.The dynamic height is computed by dividing the NAVD 88
 DM3816.geopotential number by the normal gravity value computed on the
 DM3816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3816.degrees latitude (g = 980.6199 gals.).
 DM3816
 DM3816.The modeled gravity was interpolated from observed gravity values.
 DM3816
 DM3816;                    North         East    Units  Estimated Accuracy
 DM3816;SPC FL W     -   385,533.      121,938.      MT  (+/- 10 meters HH2 GPS)
 DM3816
 DM3816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2345677570(NAD 83)
 DM3816
 DM3816                          SUPERSEDED SURVEY CONTROL
 DM3816
 DM3816.No superseded survey control is available for this station.
 DM3816
 DM3816_MARKER: F = FLANGE-ENCASED ROD
 DM3816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM3816_STAMPING: 6574 E
 DM3816_MARK LOGO: NGS
 DM3816_PROJECTION: RECESSED 5 CENTIMETERS
 DM3816_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM3816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3816_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM3816+SATELLITE: SATELLITE OBSERVATIONS - September 30, 2009
 DM3816_ROD/PIPE-DEPTH: 4.7 meters
 DM3816
 DM3816  HISTORY     - Date     Condition        Report By
 DM3816  HISTORY     - 20090930 MONUMENTED       FLDEP
 DM3816
 DM3816                          STATION DESCRIPTION
 DM3816
 DM3816'DESCRIBED BY FL DEPT OF ENV PRO 2009
 DM3816'THE MARK IS ABOUT 10.7 MI (17.2 KM) SOUTH OF CLEARWATER, 7.5 MI (12.1
 DM3816'KM) WEST-NORTHWEST OF ST PETERSBURG, 2.0 MI (3.2 KM) SOUTH OF
 DM3816'SEMINOLE, IN SECTION 3, TOWNSHIP 31 SOUTH, RANGE 15 EAST.
 DM3816'
 DM3816'TO REACH THE MARK FROM THE INTERSECTION OF U.S. ALTERNATE 19 AND PARK
 DM3816'STREET IN ST PETERSBURG, GO WEST ON U.S. ALTERNATE 19 FOR 1.8 MI (2.9
 DM3816'KM) TO THE JUNCTION OF ROUTE 666 (TOM STUART CAUSEWAY) ON THE LEFT.
 DM3816'TURN LEFT ON ROUTE 666 (TOM STUART CAUSEWAY) AND GO SOUTHWEST FOR 0.7
 DM3816'MI (1.1 KM) TO THE JUNCTION OF DUHME ROAD ON THE RIGHT.  TURN RIGHT ON
 DM3816'DUHME ROAD AND GO NORTHERLY FOR 0.5 MI (0.8 KM) TO THE MARK ON THE
 DM3816'LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 15.4 FT
 DM3816'(4.7 M) WITH A NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.2 FT (6
 DM3816'CM) BELOW THE LEVEL OF THE GROUND, THE DATUM IS RECESSED 0.3 FT (9 CM)
 DM3816'BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DM3816'
 DM3816'LOCATED 70.4 FT (21.5 M) SOUTHEAST OF THE CENTERLINE OF THE DRIVEWAY
 DM3816'TO THE AMERICAN LEGION, 39.7 FT (12.1 M) SOUTHWEST OF THE CENTERLINE
 DM3816'OF THE SOUTHEAST BOUND LANES, 23.1 FT (7.0 M) SOUTH- SOUTHWEST OF A
 DM3816'UTILITY POLE, 2.1 FT (0.6 M) NORTHEAST OF A PUBLIC SHOPPING CENTER
 DM3816'SIGN AND 1.6 FT (0.5 M) NORTHEAST OF A CARSONITE WITNESS POST.
 DM3816'
 DM3816'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM3816'NATIONAL GEODETIC SURVEY LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7425 ***********************************************************************
 AG7425  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7425  DESIGNATION -  872 6574 TIDAL MCMARK
 AG7425  PID         -  AG7425
 AG7425  STATE/COUNTY-  FL/PINELLAS
 AG7425  COUNTRY     -  US
 AG7425  USGS QUAD   -  SEMINOLE (2018)
 AG7425
 AG7425                         *CURRENT SURVEY CONTROL
 AG7425  ______________________________________________________________________
 AG7425* NAD 83(1986) POSITION- 27 48 34.     (N) 082 47 34.     (W)   SCALED
 AG7425* NAVD 88 ORTHO HEIGHT -     2.115 (meters)        6.94  (feet) ADJUSTED
 AG7425  ______________________________________________________________________
 AG7425  GEOID HEIGHT    -        -24.365 (meters)                     GEOID18
 AG7425  DYNAMIC HEIGHT  -          2.112 (meters)        6.93  (feet) COMP
 AG7425  MODELED GRAVITY -    979,180.2   (mgal)                       NAVD 88
 AG7425
 AG7425  VERT ORDER      -  SECOND    CLASS I
 AG7425
 AG7425.The horizontal coordinates were scaled from a map and have
 AG7425.an estimated accuracy of +/- 6 seconds.
 AG7425
 AG7425.The orthometric height was determined by differential leveling and
 AG7425.adjusted by the NATIONAL GEODETIC SURVEY
 AG7425.in June 1991.
 AG7425
 AG7425.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7425.GEOID18 height accuracy estimate available here.
 AG7425
 AG7425.This Tidal Bench Mark is designated as VM 6579
 AG7425.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7425
 AG7425.Click photographs - Photos may exist for this station.
 AG7425
 AG7425.The dynamic height is computed by dividing the NAVD 88
 AG7425.geopotential number by the normal gravity value computed on the
 AG7425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7425.degrees latitude (g = 980.6199 gals.).
 AG7425
 AG7425.The modeled gravity was interpolated from observed gravity values.
 AG7425
 AG7425;                    North         East    Units  Estimated Accuracy
 AG7425;SPC FL W     -   385,350.      121,890.      MT  (+/- 180 meters Scaled)
 AG7425
 AG7425_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL234773(NAD 83)
 AG7425
 AG7425                          SUPERSEDED SURVEY CONTROL
 AG7425
 AG7425  NGVD 29 (??/??/92)    2.383  (m)            7.82   (f) ADJ UNCH    2 1
 AG7425
 AG7425.Superseded values are not recommended for survey control.
 AG7425
 AG7425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7425.See file dsdata.pdf to determine how the superseded data were derived.
 AG7425
 AG7425_MARKER: DB = BENCH MARK DISK
 AG7425_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7425+WITH SETTING: PAVEMENT
 AG7425_SP_SET: CONCRETE BASE FOR FLAGPOLE
 AG7425_STAMPING: 6574 MCMARK 1982 BSM
 AG7425_MARK LOGO: FLDNR
 AG7425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7425+STABILITY: SURFACE MOTION
 AG7425_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7425+SATELLITE: SATELLITE OBSERVATIONS - June 30, 1990
 AG7425
 AG7425  HISTORY     - Date     Condition        Report By
 AG7425  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7425  HISTORY     - 19900630 MARK NOT FOUND   FLDNR
 AG7425
 AG7425                          STATION DESCRIPTION
 AG7425
 AG7425'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7425'0.8 MI NE FROM MADEIRA BEACH.
 AG7425'BEGIN AT THE INTERSECTION OF STATE ROAD 699 (GULF BOULEVARD) AND
 AG7425'WELCH CAUSEWAY IN MADEIRA BEACH, GO 0.8 MILE NORTHEAST ON WELCH
 AG7425'CAUSEWAY TO A MCDONALDS RESTAURANT AT THE MADEIRA SHOPPING CENTER.
 AG7425'THE MARK BEARS 9.8 FEET SOUTHEAST OF THE EAST CORNER OF THE
 AG7425'MCDONALDS RESTAURANT, 24.5 FEET SOUTHWEST OF THE CENTERLINE OF THE
 AG7425'DRIVE IN FRONT OF THE RESTAURANT, AND IS SET IN THE BASE FOR A
 AG7425'FLAGPOLE, 0.75 FOOT SOUTH OF THE FLAGPOLE.
 AG7425'THE MARK IS 0.5 FT ABOVE GROUND.
 AG7425
 AG7425                          STATION RECOVERY (1990)
 AG7425
 AG7425'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7425'MARK WAS NOT RECOVERED.  THE MCDONALDS RESTRAUNT HAS BEEN TORN DOWN
 AG7425'AND MOVED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7611 ***********************************************************************
 AG7611  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7611  DESIGNATION -  872 6587 A TIDAL
 AG7611  PID         -  AG7611
 AG7611  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7611  COUNTRY     -  US
 AG7611  USGS QUAD   -  GIBSONTON (2018)
 AG7611
 AG7611                         *CURRENT SURVEY CONTROL
 AG7611  ______________________________________________________________________
 AG7611* NAD 83(1986) POSITION- 27 50 16.     (N) 082 22 54.     (W)   SCALED
 AG7611* NAVD 88 ORTHO HEIGHT -     2.215 (meters)        7.27  (feet) ADJUSTED
 AG7611  ______________________________________________________________________
 AG7611  GEOID HEIGHT    -        -24.972 (meters)                     GEOID18
 AG7611  DYNAMIC HEIGHT  -          2.211 (meters)        7.25  (feet) COMP
 AG7611  MODELED GRAVITY -    979,172.6   (mgal)                       NAVD 88
 AG7611
 AG7611  VERT ORDER      -  FIRST     CLASS II
 AG7611
 AG7611.The horizontal coordinates were scaled from a map and have
 AG7611.an estimated accuracy of +/- 6 seconds.
 AG7611
 AG7611.The orthometric height was determined by differential leveling and
 AG7611.adjusted by the NATIONAL GEODETIC SURVEY
 AG7611.in June 1991.
 AG7611
 AG7611.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7611.GEOID18 height accuracy estimate available here.
 AG7611
 AG7611.This Tidal Bench Mark is designated as VM 6583
 AG7611.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7611
 AG7611.Click photographs - Photos may exist for this station.
 AG7611
 AG7611.The dynamic height is computed by dividing the NAVD 88
 AG7611.geopotential number by the normal gravity value computed on the
 AG7611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7611.degrees latitude (g = 980.6199 gals.).
 AG7611
 AG7611.The modeled gravity was interpolated from observed gravity values.
 AG7611
 AG7611;                    North         East    Units  Estimated Accuracy
 AG7611;SPC FL W     -   388,290.      162,410.      MT  (+/- 180 meters Scaled)
 AG7611
 AG7611_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL639799(NAD 83)
 AG7611
 AG7611                          SUPERSEDED SURVEY CONTROL
 AG7611
 AG7611.No superseded survey control is available for this station.
 AG7611
 AG7611_MARKER: DD = SURVEY DISK
 AG7611_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7611_SP_SET: BRIDGE ABUTMENT
 AG7611_STAMPING: 6587 A 1976
 AG7611_MARK LOGO: NOS
 AG7611_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7611_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7611+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2009
 AG7611
 AG7611  HISTORY     - Date     Condition        Report By
 AG7611  HISTORY     - 1976     MONUMENTED       NOS
 AG7611  HISTORY     - 1982     GOOD             FLDNR
 AG7611  HISTORY     - 20031019 GOOD             USPSQD
 AG7611  HISTORY     - 20070620 GOOD             FLDEP
 AG7611  HISTORY     - 20090619 GOOD             FL-057
 AG7611
 AG7611                          STATION DESCRIPTION
 AG7611
 AG7611'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7611'1.3 MI SOUTH FROM GIBSONTON.
 AG7611'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7611'RIVER, GO 1.3 MILES SOUTH ON U.S. 41 TO THE SMALL BRIDGE OVER
 AG7611'BULLFROG CREEK AND THE MARK.
 AG7611'THE MARK BEARS 20.0 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 AG7611'LANE, AND 1.5 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 AG7611'SOUTHBOUND BRIDGE.
 AG7611'THE MARK IS 1 FT ABOVE HIGHWAY.
 AG7611
 AG7611                          STATION RECOVERY (2003)
 AG7611
 AG7611'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7611'RECOVERED IN GOOD CONDITION.
 AG7611
 AG7611                          STATION RECOVERY (2007)
 AG7611
 AG7611'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7611'RECOVERED AS DESCRIBED.
 AG7611
 AG7611                          STATION RECOVERY (2009)
 AG7611
 AG7611'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2009 (JG)
 AG7611'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7609 ***********************************************************************
 AG7609  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7609  DESIGNATION -  872 6587 B TIDAL
 AG7609  PID         -  AG7609
 AG7609  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7609  COUNTRY     -  US
 AG7609  USGS QUAD   -  GIBSONTON (2018)
 AG7609
 AG7609                         *CURRENT SURVEY CONTROL
 AG7609  ______________________________________________________________________
 AG7609* NAD 83(1986) POSITION- 27 50 16.     (N) 082 22 54.     (W)   SCALED
 AG7609* NAVD 88 ORTHO HEIGHT -     2.219 (meters)        7.28  (feet) ADJUSTED
 AG7609  ______________________________________________________________________
 AG7609  GEOID HEIGHT    -        -24.972 (meters)                     GEOID18
 AG7609  DYNAMIC HEIGHT  -          2.216 (meters)        7.27  (feet) COMP
 AG7609  MODELED GRAVITY -    979,172.6   (mgal)                       NAVD 88
 AG7609
 AG7609  VERT ORDER      -  FIRST     CLASS II
 AG7609
 AG7609.The horizontal coordinates were scaled from a map and have
 AG7609.an estimated accuracy of +/- 6 seconds.
 AG7609
 AG7609.The orthometric height was determined by differential leveling and
 AG7609.adjusted by the NATIONAL GEODETIC SURVEY
 AG7609.in July 2009.
 AG7609
 AG7609.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7609.GEOID18 height accuracy estimate available here.
 AG7609
 AG7609.This Tidal Bench Mark is designated as VM 6584
 AG7609.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7609
 AG7609.Click photographs - Photos may exist for this station.
 AG7609
 AG7609.The dynamic height is computed by dividing the NAVD 88
 AG7609.geopotential number by the normal gravity value computed on the
 AG7609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7609.degrees latitude (g = 980.6199 gals.).
 AG7609
 AG7609.The modeled gravity was interpolated from observed gravity values.
 AG7609
 AG7609;                    North         East    Units  Estimated Accuracy
 AG7609;SPC FL W     -   388,290.      162,410.      MT  (+/- 180 meters Scaled)
 AG7609
 AG7609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL639799(NAD 83)
 AG7609
 AG7609                          SUPERSEDED SURVEY CONTROL
 AG7609
 AG7609  NAVD 88 (06/15/91)    2.219  (m)            7.28   (f) SUPERSEDED  2 1
 AG7609
 AG7609.Superseded values are not recommended for survey control.
 AG7609
 AG7609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7609.See file dsdata.pdf to determine how the superseded data were derived.
 AG7609
 AG7609_MARKER: DD = SURVEY DISK
 AG7609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7609_SP_SET: BRIDGE CURBING
 AG7609_STAMPING: 6587 B 1977
 AG7609_MARK LOGO: NOS
 AG7609_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7609+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 AG7609
 AG7609  HISTORY     - Date     Condition        Report By
 AG7609  HISTORY     - 1977     MONUMENTED       NOS
 AG7609  HISTORY     - 1982     GOOD             FLDNR
 AG7609  HISTORY     - 20031019 GOOD             USPSQD
 AG7609  HISTORY     - 20070620 GOOD             FLDEP
 AG7609
 AG7609                          STATION DESCRIPTION
 AG7609
 AG7609'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7609'1.3 MI SOUTH FROM GIBSONTON.
 AG7609'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7609'RIVER, GO 1.3 MILES SOUTH ON U.S. 41 TO THE SMALL BRIDGE OVER
 AG7609'BULLFROG CREEK AND THE MARK.
 AG7609'THE MARK BEARS 1.7 FEET NORTHEAST OF THE SOUTHWEST CORNER OF THE
 AG7609'NORTHBOUND BRIDGE, AND 12.7 FEET WEST OF THE CENTERLINE OF THE
 AG7609'NORTHBOUND LANE OF U.S. 41.
 AG7609'THE MARK IS 1 FT ABOVE HIGHWAY.
 AG7609
 AG7609                          STATION RECOVERY (2003)
 AG7609
 AG7609'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7609'RECOVERED IN GOOD CONDITION.
 AG7609
 AG7609                          STATION RECOVERY (2007)
 AG7609
 AG7609'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7609'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7610 ***********************************************************************
 AG7610  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7610  DESIGNATION -  872 6587 D TIDAL
 AG7610  PID         -  AG7610
 AG7610  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7610  COUNTRY     -  US
 AG7610  USGS QUAD   -  GIBSONTON (2018)
 AG7610
 AG7610                         *CURRENT SURVEY CONTROL
 AG7610  ______________________________________________________________________
 AG7610* NAD 83(1986) POSITION- 27 50 16.04   (N) 082 22 53.69   (W)   HD_HELD1
 AG7610* NAVD 88 ORTHO HEIGHT -     2.238 (meters)        7.34  (feet) ADJUSTED
 AG7610  ______________________________________________________________________
 AG7610  GEOID HEIGHT    -        -24.972 (meters)                     GEOID18
 AG7610  DYNAMIC HEIGHT  -          2.234 (meters)        7.33  (feet) COMP
 AG7610  MODELED GRAVITY -    979,172.6   (mgal)                       NAVD 88
 AG7610
 AG7610  VERT ORDER      -  FIRST     CLASS II
 AG7610
 AG7610.The horizontal coordinates were determined by differentially corrected
 AG7610.hand held GPS observations or other comparable positioning techniques
 AG7610.and have an estimated accuracy of +/- 3 meters.
 AG7610
 AG7610.The orthometric height was determined by differential leveling and
 AG7610.adjusted by the NATIONAL GEODETIC SURVEY
 AG7610.in June 1991.
 AG7610
 AG7610.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7610.GEOID18 height accuracy estimate available here.
 AG7610
 AG7610.This Tidal Bench Mark is designated as VM 6587
 AG7610.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7610
 AG7610.Click photographs - Photos may exist for this station.
 AG7610
 AG7610.The dynamic height is computed by dividing the NAVD 88
 AG7610.geopotential number by the normal gravity value computed on the
 AG7610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7610.degrees latitude (g = 980.6199 gals.).
 AG7610
 AG7610.The modeled gravity was interpolated from observed gravity values.
 AG7610
 AG7610;                    North         East    Units  Estimated Accuracy
 AG7610;SPC FL W     -   388,292.6     162,413.0     MT  (+/- 3 meters HH1 GPS) 
 AG7610
 AG7610_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6394979999(NAD 83)
 AG7610
 AG7610                          SUPERSEDED SURVEY CONTROL
 AG7610
 AG7610.No superseded survey control is available for this station.
 AG7610
 AG7610_MARKER: DD = SURVEY DISK
 AG7610_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7610_SP_SET: BRIDGE WING WALL
 AG7610_STAMPING: 6587 D
 AG7610_MARK LOGO: FLSRD
 AG7610_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7610+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2020
 AG7610
 AG7610  HISTORY     - Date     Condition        Report By
 AG7610  HISTORY     - UNK      MONUMENTED       FLDT
 AG7610  HISTORY     - 1982     GOOD             FLDNR
 AG7610  HISTORY     - 20031019 GOOD             USPSQD
 AG7610  HISTORY     - 20070620 GOOD             FLDEP
 AG7610  HISTORY     - 20071128 GOOD             FL-057
 AG7610  HISTORY     - 20110620 GOOD             SUTESO
 AG7610  HISTORY     - 20200813 GOOD             YOUNG
 AG7610
 AG7610                          STATION DESCRIPTION
 AG7610
 AG7610'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7610'1.3 MI SOUTH FROM GIBSONTON.
 AG7610'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7610'RIVER, GO 1.3 MILES SOUTH ON U.S. 41 TO THE SMALL BRIDGE OVER
 AG7610'BULLFROG CREEK AND THE MARK.
 AG7610'THE MARK BEARS 1 FOOT EAST OF THE SOUTHEAST CORNER OF THE NORTHBOUND
 AG7610'BRIDGE, AND 21 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE
 AG7610'OF U.S. 41.  THE MARK WAS STAMPED BY FLDNR.
 AG7610
 AG7610                          STATION RECOVERY (2003)
 AG7610
 AG7610'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7610'RECOVERED IN GOOD CONDITION.
 AG7610
 AG7610                          STATION RECOVERY (2007)
 AG7610
 AG7610'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7610'RECOVERED AS DESCRIBED.
 AG7610
 AG7610                          STATION RECOVERY (2007)
 AG7610
 AG7610'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2007 (JG)
 AG7610'RECOVERED IN GOOD CONDITION.
 AG7610
 AG7610                          STATION RECOVERY (2011)
 AG7610
 AG7610'RECOVERY NOTE BY SURVTECH SOLUTIONS 2011 (BS)
 AG7610'RECOVERED IN GOOD CONDITION.
 AG7610
 AG7610                          STATION RECOVERY (2020)
 AG7610
 AG7610'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2020 (GSN)
 AG7610'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7612 ***********************************************************************
 AG7612  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7612  DESIGNATION -  872 6587 E TIDAL
 AG7612  PID         -  AG7612
 AG7612  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7612  COUNTRY     -  US
 AG7612  USGS QUAD   -  GIBSONTON (2018)
 AG7612
 AG7612                         *CURRENT SURVEY CONTROL
 AG7612  ______________________________________________________________________
 AG7612* NAD 83(1986) POSITION- 27 50 17.78   (N) 082 22 54.82   (W)   HD_HELD1
 AG7612* NAVD 88 ORTHO HEIGHT -     3.115 (meters)       10.22  (feet) ADJUSTED
 AG7612  ______________________________________________________________________
 AG7612  GEOID HEIGHT    -        -24.972 (meters)                     GEOID18
 AG7612  DYNAMIC HEIGHT  -          3.110 (meters)       10.20  (feet) COMP
 AG7612  MODELED GRAVITY -    979,172.7   (mgal)                       NAVD 88
 AG7612
 AG7612  VERT ORDER      -  SECOND    CLASS I
 AG7612
 AG7612.The horizontal coordinates were determined by differentially corrected
 AG7612.hand held GPS observations or other comparable positioning techniques
 AG7612.and have an estimated accuracy of +/- 3 meters.
 AG7612
 AG7612.The orthometric height was determined by differential leveling and
 AG7612.adjusted by the NATIONAL GEODETIC SURVEY
 AG7612.in September 2021.
 AG7612
 AG7612.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7612.GEOID18 height accuracy estimate available here.
 AG7612
 AG7612.This Tidal Bench Mark is designated as VM 6585
 AG7612.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7612
 AG7612.Click photographs - Photos may exist for this station.
 AG7612
 AG7612.The dynamic height is computed by dividing the NAVD 88
 AG7612.geopotential number by the normal gravity value computed on the
 AG7612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7612.degrees latitude (g = 980.6199 gals.).
 AG7612
 AG7612.The modeled gravity was interpolated from observed gravity values.
 AG7612
 AG7612;                    North         East    Units  Estimated Accuracy
 AG7612;SPC FL W     -   388,346.2     162,382.3     MT  (+/- 3 meters HH1 GPS) 
 AG7612
 AG7612_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6391880053(NAD 83)
 AG7612
 AG7612                          SUPERSEDED SURVEY CONTROL
 AG7612
 AG7612  NAVD 88 (06/15/91)    3.104  (m)           10.18   (f) SUPERSEDED  1 2
 AG7612
 AG7612.Superseded values are not recommended for survey control.
 AG7612
 AG7612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7612.See file dsdata.pdf to determine how the superseded data were derived.
 AG7612
 AG7612_MARKER: DD = SURVEY DISK
 AG7612_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7612_SP_SET: BRIDGE RAILING
 AG7612_STAMPING: 6587 E
 AG7612_MARK LOGO: FLSRD
 AG7612_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7612_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7612+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2020
 AG7612
 AG7612  HISTORY     - Date     Condition        Report By
 AG7612  HISTORY     - UNK      MONUMENTED       FLDT
 AG7612  HISTORY     - 1982     GOOD             FLDNR
 AG7612  HISTORY     - 20070620 GOOD             FLDEP
 AG7612  HISTORY     - 20080418 GOOD             FL-057
 AG7612  HISTORY     - 20200813 GOOD             YOUNG
 AG7612
 AG7612                          STATION DESCRIPTION
 AG7612
 AG7612'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7612'1.3 MI SOUTH FROM GIBSONTON.
 AG7612'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA
 AG7612'RIVER, GO 1.3 MILES SOUTH ON U.S. 41 TO THE SMALL BRIDGE OVER
 AG7612'BULLFROG CREEK AND THE MARK.
 AG7612'THE MARK BEARS 19.7 FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND
 AG7612'LANE OF U.S. 41, AND 0.5 FOOT SOUTH OF THE NORTHWEST CORNER OF
 AG7612'THE SOUTHBOUND BRIDGE.
 AG7612'THE MARK IS 3 FT ABOVE HIGHWAY.
 AG7612
 AG7612                          STATION RECOVERY (2007)
 AG7612
 AG7612'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7612'RECOVERED AS DESCRIBED.
 AG7612
 AG7612                          STATION RECOVERY (2008)
 AG7612
 AG7612'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2008 (JG)
 AG7612'RECOVERED IN GOOD CONDITION.
 AG7612
 AG7612                          STATION RECOVERY (2020)
 AG7612
 AG7612'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2020 (GSN)
 AG7612'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1718 ***********************************************************************
 DL1718  DESIGNATION -  872 6587 F TIDAL
 DL1718  PID         -  DL1718
 DL1718  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1718  COUNTRY     -  US
 DL1718  USGS QUAD   -  GIBSONTON (2018)
 DL1718
 DL1718                         *CURRENT SURVEY CONTROL
 DL1718  ______________________________________________________________________
 DL1718* NAD 83(1986) POSITION- 27 50 28.67   (N) 082 22 55.07   (W)   HD_HELD1
 DL1718* NAVD 88 ORTHO HEIGHT -     2.205 (meters)        7.23  (feet) ADJUSTED
 DL1718  ______________________________________________________________________
 DL1718  GEOID HEIGHT    -        -24.975 (meters)                     GEOID18
 DL1718  DYNAMIC HEIGHT  -          2.202 (meters)        7.22  (feet) COMP
 DL1718  MODELED GRAVITY -    979,173.0   (mgal)                       NAVD 88
 DL1718
 DL1718  VERT ORDER      -  FIRST     CLASS II
 DL1718
 DL1718.The horizontal coordinates were determined by differentially corrected
 DL1718.hand held GPS observations or other comparable positioning techniques
 DL1718.and have an estimated accuracy of +/- 3 meters.
 DL1718
 DL1718.The orthometric height was determined by differential leveling and
 DL1718.adjusted by the NATIONAL GEODETIC SURVEY
 DL1718.in July 2009.
 DL1718
 DL1718.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1718.GEOID18 height accuracy estimate available here.
 DL1718
 DL1718.Click photographs - Photos may exist for this station.
 DL1718
 DL1718.The dynamic height is computed by dividing the NAVD 88
 DL1718.geopotential number by the normal gravity value computed on the
 DL1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1718.degrees latitude (g = 980.6199 gals.).
 DL1718
 DL1718.The modeled gravity was interpolated from observed gravity values.
 DL1718
 DL1718;                    North         East    Units  Estimated Accuracy
 DL1718;SPC FL W     -   388,681.4     162,376.5     MT  (+/- 3 meters HH1 GPS) 
 DL1718
 DL1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6391580388(NAD 83)
 DL1718
 DL1718                          SUPERSEDED SURVEY CONTROL
 DL1718
 DL1718.No superseded survey control is available for this station.
 DL1718
 DL1718_MARKER: F = FLANGE-ENCASED ROD
 DL1718_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1718_STAMPING: 6587 F 2007
 DL1718_MARK LOGO: NGS
 DL1718_PROJECTION: FLUSH
 DL1718_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1718_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1718+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2020
 DL1718_ROD/PIPE-DEPTH: 6.1 meters
 DL1718
 DL1718  HISTORY     - Date     Condition        Report By
 DL1718  HISTORY     - 20070620 MONUMENTED       FLDEP
 DL1718  HISTORY     - 20200813 GOOD             YOUNG
 DL1718
 DL1718                          STATION DESCRIPTION
 DL1718
 DL1718'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1718'THE MARK IS ABOUT 3.6 MI (5.8 KM) NORTH OF APOLLO BEACH, 2.0 MI (3.2
 DL1718'KM) SOUTH OF GIBSONTON, IN SECTION 27, TOWNSHIP 30 SOUTH, RANGE 19
 DL1718'EAST.
 DL1718'
 DL1718'TO REACH THE MARK FROM THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE
 DL1718'SPANNING THE ALAFIA RIVER, ON THE NORTH SIDE OF GIBSONTON, GO SOUTH ON
 DL1718'U.S. HIGHWAY 41 FOR 1.15 MI (4.3 KM) TO THE JUNCTION OF PALM AVENUE ON
 DL1718'THE RIGHT AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO
 DL1718'REFUSAL AT A DEPTH OF 20.0 FT (6.1 M) WITH A NGS LOGO CAP FLUSH WITH
 DL1718'THE GROUND AND LEVEL WITH U.S. HIGHWAY 41 SOUTHBOUND LANES, THE DATUM
 DL1718'POINT IS RECESSED 0.3 FT (0.1 M) BELOW THE NGS LOGO CAP.
 DL1718'
 DL1718'LOCATED 75.0 FT (22.9 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY 41
 DL1718'SOUTHBOUND LANES, 35.0 FT (10.7 M) EAST OF THE APPROXIMATE CENTERLINE
 DL1718'OF A DRIVEWAY TO GAGELS AUTO SALES CAR LOT, 24.3 FT (7.4 M) NORTH OF
 DL1718'THE CENTERLINE OF PALM AVENUE, 8.5 FT (2.6 M) NORTHWEST OF A WOODEN
 DL1718'POWER POLE NUMBER 177828 (27653, 37501) WITH AN ELECTRIC METER
 DL1718'ATTACKED, 2.8 FT (0.9 M) SOUTHWEST OF THE SOUTHEAST CORNER OF A 6.0 FT
 DL1718'(1.8 M) TALL CHAIN LINK FENCE AND 1.8 FT (0.5 M) SOUTH OF A CARSONITE
 DL1718'WITNESS POST.
 DL1718'
 DL1718'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DL1718'
 DL1718'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL1718'LOGO CAP.
 DL1718
 DL1718                          STATION RECOVERY (2020)
 DL1718
 DL1718'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2020 (GSN)
 DL1718'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6609 ***********************************************************************
 DR6609  DESIGNATION -  872 6587 G
 DR6609  PID         -  DR6609
 DR6609  STATE/COUNTY-  FL/HILLSBOROUGH
 DR6609  COUNTRY     -  US
 DR6609  USGS QUAD   -  GIBSONTON (2018)
 DR6609
 DR6609                         *CURRENT SURVEY CONTROL
 DR6609  ______________________________________________________________________
 DR6609* NAD 83(1986) POSITION- 27 50 15.48   (N) 082 22 54.22   (W)   HD_HELD1
 DR6609* NAVD 88 ORTHO HEIGHT -     1.654 (meters)        5.43  (feet) ADJUSTED
 DR6609  ______________________________________________________________________
 DR6609  GEOID HEIGHT    -        -24.972 (meters)                     GEOID18
 DR6609  DYNAMIC HEIGHT  -          1.652 (meters)        5.42  (feet) COMP
 DR6609  MODELED GRAVITY -    979,172.5   (mgal)                       NAVD 88
 DR6609
 DR6609  VERT ORDER      -  SECOND    CLASS I
 DR6609
 DR6609.The horizontal coordinates were determined by differentially corrected
 DR6609.hand held GPS observations or other comparable positioning techniques
 DR6609.and have an estimated accuracy of +/- 3 meters.
 DR6609
 DR6609.The orthometric height was determined by differential leveling and
 DR6609.adjusted by the NATIONAL GEODETIC SURVEY
 DR6609.in September 2021.
 DR6609
 DR6609.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6609.GEOID18 height accuracy estimate available here.
 DR6609
 DR6609.Click photographs - Photos may exist for this station.
 DR6609
 DR6609.The dynamic height is computed by dividing the NAVD 88
 DR6609.geopotential number by the normal gravity value computed on the
 DR6609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6609.degrees latitude (g = 980.6199 gals.).
 DR6609
 DR6609.The modeled gravity was interpolated from observed gravity values.
 DR6609
 DR6609;                    North         East    Units  Estimated Accuracy
 DR6609;SPC FL W     -   388,275.4     162,398.5     MT  (+/- 3 meters HH1 GPS) 
 DR6609
 DR6609_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6393479982(NAD 83)
 DR6609
 DR6609                          SUPERSEDED SURVEY CONTROL
 DR6609
 DR6609.No superseded survey control is available for this station.
 DR6609
 DR6609_MARKER: F = FLANGE-ENCASED ROD
 DR6609_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR6609_STAMPING: 6587 G 2020
 DR6609_MARK LOGO: FLDEP
 DR6609_PROJECTION: RECESSED 6 CENTIMETERS
 DR6609_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR6609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6609+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2020
 DR6609_ROD/PIPE-DEPTH: 7.9 meters
 DR6609
 DR6609  HISTORY     - Date     Condition        Report By
 DR6609  HISTORY     - 20201210 MONUMENTED       YOUNG
 DR6609
 DR6609                          STATION DESCRIPTION
 DR6609
 DR6609'DESCRIBED BY GEORGE F YOUNG INCORPORATED 2020 (GSN)
 DR6609'THE MARK IS LOCATED ABOUT 8.7 MI (14.0 KM) NORTH-NORTHEAST OF RUSKIN,
 DR6609'3.9 MI (6.3 KM) WEST-SOUTHWEST OF RIVERVIEW AND 1.1 MI (1.8 KM) SOUTH
 DR6609'OF GIBSONTON.
 DR6609'
 DR6609'TO REACH THE MARK GO 1.3 MI (2.1 KM) SOUTH ALONG U.S. HIGHWAY 41 FROM
 DR6609'THE SOUTH END OF THE HIGHWAY BRIDGE OVER THE ALAFIA RIVER AT
 DR6609'GIBSONTON, 0.2 MI (0.3 KM) NORTH OF THE JUNCTION OF SYMMES AVENUE
 DR6609'LEADING EAST, IN SECTION 34, R 19 E, T 30 S.
 DR6609'
 DR6609'THE MARK IS LOCATED 34.9 FT (10.6 M) EAST OF THE CENTERLINE OF THE
 DR6609'SOUTH-BOUND LANE OF HIGHWAY, ABOUT 28.2 FT (8.6 M) SOUTHEAST OF THE
 DR6609'SOUTH END OF THE EAST CONCRETE GUARD RAIL FOR THE WESTERNMOST ONE OF
 DR6609'TWO BRIDGES OVER BULLFROG CREEK, ABOUT 58.0 FT (17.7 M) SOUTHWEST OF
 DR6609'THE SOUTH END OF THE WEST CONCRETE GUARD RAIL FOR THE EASTERNMOST ONE
 DR6609'OF TWO BRIDGES OVER BULLFROG CREEK, ABOUT 11.9 FT (3.6 M) WEST OF A
 DR6609'CARSONITE WITNESS POST, ABOUT 1 FT (0.3 M) BELOW THE LEVEL OF THE
 DR6609'HIGHWAY.
 DR6609'
 DR6609'NOTE A MAGNET WAS PLACED INSIDE OF THE FDEP LOGO CAP. NOTE ACCESS TO
 DR6609'THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) FDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7429 ***********************************************************************
 AG7429  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7429  DESIGNATION -  872 6588 A TIDAL
 AG7429  PID         -  AG7429
 AG7429  STATE/COUNTY-  FL/PINELLAS
 AG7429  COUNTRY     -  US
 AG7429  USGS QUAD   -  SEMINOLE (2018)
 AG7429
 AG7429                         *CURRENT SURVEY CONTROL
 AG7429  ______________________________________________________________________
 AG7429* NAD 83(1986) POSITION- 27 50 08.     (N) 082 46 26.     (W)   SCALED
 AG7429* NAVD 88 ORTHO HEIGHT -     0.900 (meters)        2.95  (feet) ADJUSTED
 AG7429  ______________________________________________________________________
 AG7429  GEOID HEIGHT    -        -24.434 (meters)                     GEOID18
 AG7429  DYNAMIC HEIGHT  -          0.899 (meters)        2.95  (feet) COMP
 AG7429  MODELED GRAVITY -    979,181.6   (mgal)                       NAVD 88
 AG7429
 AG7429  VERT ORDER      -  SECOND    CLASS I
 AG7429
 AG7429.The horizontal coordinates were scaled from a map and have
 AG7429.an estimated accuracy of +/- 6 seconds.
 AG7429
 AG7429.The orthometric height was determined by differential leveling and
 AG7429.adjusted by the NATIONAL GEODETIC SURVEY
 AG7429.in June 1991.
 AG7429
 AG7429.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7429.GEOID18 height accuracy estimate available here.
 AG7429
 AG7429.This Tidal Bench Mark is designated as VM 6588
 AG7429.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7429
 AG7429.Click photographs - Photos may exist for this station.
 AG7429
 AG7429.The dynamic height is computed by dividing the NAVD 88
 AG7429.geopotential number by the normal gravity value computed on the
 AG7429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7429.degrees latitude (g = 980.6199 gals.).
 AG7429
 AG7429.The modeled gravity was interpolated from observed gravity values.
 AG7429
 AG7429;                    North         East    Units  Estimated Accuracy
 AG7429;SPC FL W     -   388,230.      123,770.      MT  (+/- 180 meters Scaled)
 AG7429
 AG7429_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL253802(NAD 83)
 AG7429
 AG7429                          SUPERSEDED SURVEY CONTROL
 AG7429
 AG7429  NGVD 29 (??/??/92)    1.166  (m)            3.83   (f) ADJ UNCH    2 1
 AG7429
 AG7429.Superseded values are not recommended for survey control.
 AG7429
 AG7429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7429.See file dsdata.pdf to determine how the superseded data were derived.
 AG7429
 AG7429_MARKER: DD = SURVEY DISK
 AG7429_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7429_STAMPING: 6588 A 1976
 AG7429_MARK LOGO: NOS
 AG7429_PROJECTION: FLUSH
 AG7429_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7429_ROD/PIPE-DEPTH: 12.2 meters
 AG7429
 AG7429  HISTORY     - Date     Condition        Report By
 AG7429  HISTORY     - 1976     MONUMENTED       NOS
 AG7429  HISTORY     - 1982     GOOD             FLDNR
 AG7429  HISTORY     - 19960308 MARK NOT FOUND   USPSQD
 AG7429
 AG7429                          STATION DESCRIPTION
 AG7429
 AG7429'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7429'0.8 MI EAST FROM SEMINOLE.
 AG7429'BEGIN AT THE INTERSECTION OF STATE ROAD S 694 (74TH AVENUE/PARK
 AG7429'BOULEVARD) AND U.S. ALTERNATE 19 (SEMINOLE BOULEVARD), GO 0.8 MILE
 AG7429'EAST ON STATE ROAD S 694 TO THE ENTRANCE TO THE HOLIDAY CAMPGROUND,
 AG7429'GO SOUTH AND EAST THROUGH THE CAMPGROUND TO THE SOUTHEAST CORNER
 AG7429'OF THE CAMPGROUND AND THE MARK VICINITY. THE MARK BEARS 35.0 FEET
 AG7429'SOUTH OF THE CENTERLINE OF A PAVED ROAD, 12.2 FEET WEST-NORTHWEST
 AG7429'OF THE NORTH END OF THE FISHING PIER, 19 FEET WEST OF A LIGHT POLE,
 AG7429'AND 170 FEET SOUTH-SOUTHEAST OF TIDAL BENCH MARK 6588 B 1976.
 AG7429
 AG7429                          STATION RECOVERY (1996)
 AG7429
 AG7429'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7429'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7428 ***********************************************************************
 AG7428  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7428  DESIGNATION -  872 6588 B TIDAL
 AG7428  PID         -  AG7428
 AG7428  STATE/COUNTY-  FL/PINELLAS
 AG7428  COUNTRY     -  US
 AG7428  USGS QUAD   -  SEMINOLE (2018)
 AG7428
 AG7428                         *CURRENT SURVEY CONTROL
 AG7428  ______________________________________________________________________
 AG7428* NAD 83(1986) POSITION- 27 50 08.     (N) 082 46 26.     (W)   SCALED
 AG7428* NAVD 88 ORTHO HEIGHT -     1.115 (meters)        3.66  (feet) ADJUSTED
 AG7428  ______________________________________________________________________
 AG7428  GEOID HEIGHT    -        -24.434 (meters)                     GEOID18
 AG7428  DYNAMIC HEIGHT  -          1.113 (meters)        3.65  (feet) COMP
 AG7428  MODELED GRAVITY -    979,181.6   (mgal)                       NAVD 88
 AG7428
 AG7428  VERT ORDER      -  SECOND    CLASS I
 AG7428
 AG7428.The horizontal coordinates were scaled from a map and have
 AG7428.an estimated accuracy of +/- 6 seconds.
 AG7428
 AG7428.The orthometric height was determined by differential leveling and
 AG7428.adjusted by the NATIONAL GEODETIC SURVEY
 AG7428.in June 1991.
 AG7428
 AG7428.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7428.GEOID18 height accuracy estimate available here.
 AG7428
 AG7428.This Tidal Bench Mark is designated as VM 6589
 AG7428.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7428
 AG7428.Click photographs - Photos may exist for this station.
 AG7428
 AG7428.The dynamic height is computed by dividing the NAVD 88
 AG7428.geopotential number by the normal gravity value computed on the
 AG7428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7428.degrees latitude (g = 980.6199 gals.).
 AG7428
 AG7428.The modeled gravity was interpolated from observed gravity values.
 AG7428
 AG7428;                    North         East    Units  Estimated Accuracy
 AG7428;SPC FL W     -   388,230.      123,770.      MT  (+/- 180 meters Scaled)
 AG7428
 AG7428_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL253802(NAD 83)
 AG7428
 AG7428                          SUPERSEDED SURVEY CONTROL
 AG7428
 AG7428  NGVD 29 (??/??/92)    1.381  (m)            4.53   (f) ADJ UNCH    2 1
 AG7428
 AG7428.Superseded values are not recommended for survey control.
 AG7428
 AG7428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7428.See file dsdata.pdf to determine how the superseded data were derived.
 AG7428
 AG7428_MARKER: DD = SURVEY DISK
 AG7428_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7428_STAMPING: 6588 B 1976
 AG7428_MARK LOGO: NOS
 AG7428_PROJECTION: FLUSH
 AG7428_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7428_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7428_ROD/PIPE-DEPTH: 12.2 meters
 AG7428
 AG7428  HISTORY     - Date     Condition        Report By
 AG7428  HISTORY     - 1976     MONUMENTED       NOS
 AG7428  HISTORY     - 1982     GOOD             FLDNR
 AG7428  HISTORY     - 19960308 MARK NOT FOUND   USPSQD
 AG7428
 AG7428                          STATION DESCRIPTION
 AG7428
 AG7428'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7428'0.8 MI EAST FROM SEMINOLE.
 AG7428'BEGIN AT THE INTERSECTION OF STATE ROAD S 694 (74TH AVENUE/PARK
 AG7428'BOULEVARD) AND U.S. ALTERNATE 19 (SEMINOLE BOULEVARD), GO 0.8
 AG7428'MILE EAST ON STATE ROAD S 694 TO THE ENTRANCE TO THE HOLIDAY
 AG7428'CAMPGROUND, GO SOUTH AND EAST THROUGH THE CAMPGROUND TO THE
 AG7428'SOUTHEAST CORNER OF THE CAMPGROUND AND THE MARK VICINITY.  THE
 AG7428'MARK BEARS 13 FEET NORTH OF THE CENTERLINE OF MYRTLE DRIVE, 12
 AG7428'FEET SOUTHWEST OF A 15-INCH DIAMETER OAK TREE, 14 FEET SOUTH
 AG7428'OF A 12-INCH DIAMETER OAK TREE, 170 FEET NORTH-NORTHWEST OF
 AG7428'TIDAL BENCH MARK 6588 A 1976, AND IS AT THE NORTHEAST CORNER
 AG7428'OF THE JUNCTION OF 10TH STREET WITH MYRTLE DRIVE.
 AG7428
 AG7428                          STATION RECOVERY (1996)
 AG7428
 AG7428'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7428'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7427 ***********************************************************************
 AG7427  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7427  DESIGNATION -  872 6588 C TIDAL
 AG7427  PID         -  AG7427
 AG7427  STATE/COUNTY-  FL/PINELLAS
 AG7427  COUNTRY     -  US
 AG7427  USGS QUAD   -  SEMINOLE (2018)
 AG7427
 AG7427                         *CURRENT SURVEY CONTROL
 AG7427  ______________________________________________________________________
 AG7427* NAD 83(1986) POSITION- 27 50 08.     (N) 082 46 26.     (W)   SCALED
 AG7427* NAVD 88 ORTHO HEIGHT -     1.225 (meters)        4.02  (feet) ADJUSTED
 AG7427  ______________________________________________________________________
 AG7427  GEOID HEIGHT    -        -24.434 (meters)                     GEOID18
 AG7427  DYNAMIC HEIGHT  -          1.223 (meters)        4.01  (feet) COMP
 AG7427  MODELED GRAVITY -    979,181.6   (mgal)                       NAVD 88
 AG7427
 AG7427  VERT ORDER      -  SECOND    CLASS I
 AG7427
 AG7427.The horizontal coordinates were scaled from a map and have
 AG7427.an estimated accuracy of +/- 6 seconds.
 AG7427
 AG7427.The orthometric height was determined by differential leveling and
 AG7427.adjusted by the NATIONAL GEODETIC SURVEY
 AG7427.in June 1991.
 AG7427
 AG7427.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7427.GEOID18 height accuracy estimate available here.
 AG7427
 AG7427.This Tidal Bench Mark is designated as VM 6590
 AG7427.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7427
 AG7427.Click photographs - Photos may exist for this station.
 AG7427
 AG7427.The dynamic height is computed by dividing the NAVD 88
 AG7427.geopotential number by the normal gravity value computed on the
 AG7427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7427.degrees latitude (g = 980.6199 gals.).
 AG7427
 AG7427.The modeled gravity was interpolated from observed gravity values.
 AG7427
 AG7427;                    North         East    Units  Estimated Accuracy
 AG7427;SPC FL W     -   388,230.      123,770.      MT  (+/- 180 meters Scaled)
 AG7427
 AG7427_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL253802(NAD 83)
 AG7427
 AG7427                          SUPERSEDED SURVEY CONTROL
 AG7427
 AG7427  NGVD 29 (??/??/92)    1.490  (m)            4.89   (f) ADJ UNCH    2 1
 AG7427
 AG7427.Superseded values are not recommended for survey control.
 AG7427
 AG7427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7427.See file dsdata.pdf to determine how the superseded data were derived.
 AG7427
 AG7427_MARKER: DD = SURVEY DISK
 AG7427_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7427_STAMPING: 6588 C 1976
 AG7427_MARK LOGO: NOS
 AG7427_PROJECTION: RECESSED 15 CENTIMETERS
 AG7427_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7427_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7427_ROD/PIPE-DEPTH: 12.2 meters
 AG7427
 AG7427  HISTORY     - Date     Condition        Report By
 AG7427  HISTORY     - 1976     MONUMENTED       NOS
 AG7427  HISTORY     - 1982     GOOD             FLDNR
 AG7427  HISTORY     - 19960308 MARK NOT FOUND   USPSQD
 AG7427
 AG7427                          STATION DESCRIPTION
 AG7427
 AG7427'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7427'0.8 MI EAST FROM SEMINOLE.
 AG7427'BEGIN AT THE INTERSECTION OF STATE ROAD S 694 (74TH AVENUE/PARK
 AG7427'BOULEVARD) AND U.S. ALTERNATE 19 (SEMINOLE BOULEVARD), GO 0.8 MILE
 AG7427'EAST ON STATE ROAD S 694 TO THE ENTRANCE TO THE HOLIDAY CAMPGROUND,
 AG7427'GO SOUTH AND EAST THROUGH THE CAMPGROUND TO THE SOUTHEAST CORNER
 AG7427'OF THE CAMPGROUND AND THE MARK VICINITY.  THE MARK BEARS
 AG7427'78 FEET WEST OF THE CENTERLINE OF 9TH STREET,
 AG7427'23 FEET NORTH OF THE CENTERLINE OF MYRTLE DRIVE, 1 FOOT NORTH OF
 AG7427'THE POWER POLE FOR CAMPSITES 61 AND 63, AND 50 FEET
 AG7427'SOUTH OF THE POWER POLE FOR CAMPSITES 57 AND 59.
 AG7427
 AG7427                          STATION RECOVERY (1996)
 AG7427
 AG7427'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7427'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7153 ***********************************************************************
 AG7153  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7153  DESIGNATION -  872 6589 A
 AG7153  PID         -  AG7153
 AG7153  STATE/COUNTY-  FL/PINELLAS
 AG7153  COUNTRY     -  US
 AG7153  USGS QUAD   -  SEMINOLE (2018)
 AG7153
 AG7153                         *CURRENT SURVEY CONTROL
 AG7153  ______________________________________________________________________
 AG7153* NAD 83(1986) POSITION- 27 49 59.     (N) 082 45 12.     (W)   SCALED
 AG7153* NAVD 88 ORTHO HEIGHT -     3.510 (meters)       11.52  (feet) ADJUSTED
 AG7153  ______________________________________________________________________
 AG7153  GEOID HEIGHT    -        -24.457 (meters)                     GEOID18
 AG7153  DYNAMIC HEIGHT  -          3.505 (meters)       11.50  (feet) COMP
 AG7153  MODELED GRAVITY -    979,181.0   (mgal)                       NAVD 88
 AG7153
 AG7153  VERT ORDER      -  SECOND    CLASS I
 AG7153
 AG7153.The horizontal coordinates were scaled from a map and have
 AG7153.an estimated accuracy of +/- 6 seconds.
 AG7153
 AG7153.The orthometric height was determined by differential leveling and
 AG7153.adjusted by the NATIONAL GEODETIC SURVEY
 AG7153.in June 1991.
 AG7153
 AG7153.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7153.GEOID18 height accuracy estimate available here.
 AG7153
 AG7153.This Tidal Bench Mark is designated as VM 6592
 AG7153.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7153
 AG7153.Click photographs - Photos may exist for this station.
 AG7153
 AG7153.The dynamic height is computed by dividing the NAVD 88
 AG7153.geopotential number by the normal gravity value computed on the
 AG7153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7153.degrees latitude (g = 980.6199 gals.).
 AG7153
 AG7153.The modeled gravity was interpolated from observed gravity values.
 AG7153
 AG7153;                    North         East    Units  Estimated Accuracy
 AG7153;SPC FL W     -   387,940.      125,790.      MT  (+/- 180 meters Scaled)
 AG7153
 AG7153_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL273799(NAD 83)
 AG7153
 AG7153                          SUPERSEDED SURVEY CONTROL
 AG7153
 AG7153  NGVD 29 (??/??/92)    3.776  (m)           12.39   (f) ADJ UNCH    2 1
 AG7153
 AG7153.Superseded values are not recommended for survey control.
 AG7153
 AG7153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7153.See file dsdata.pdf to determine how the superseded data were derived.
 AG7153
 AG7153_MARKER: DD = SURVEY DISK
 AG7153_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 AG7153+WITH SETTING: INFORMATION.
 AG7153_STAMPING: 6589 A 1976
 AG7153_MARK LOGO: NOS
 AG7153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7153
 AG7153  HISTORY     - Date     Condition        Report By
 AG7153  HISTORY     - 1976     MONUMENTED       NOS
 AG7153  HISTORY     - 1977     GOOD             FL-103
 AG7153  HISTORY     - 1982     GOOD             FLDNR
 AG7153  HISTORY     - 20090916 MARK NOT FOUND   FLDEP
 AG7153
 AG7153                          STATION DESCRIPTION
 AG7153
 AG7153'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7153'IN ST PETERSBURG.
 AG7153'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. SR 695 CR 34
 AG7153'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ON PARK ST.
 AG7153'FOR 1.70 MILES TO THE S.E. CORNER OF THE NORTH BOUND BRIDGE. STATION
 AG7153'ON RIGHT, 42.0 FT. EAST OF THE CENTERLINE OF PARK ST., 188.0 FT. SOUTH
 AG7153'OF THE S.E. END OF A CONCRETE HANDRAIL, 76.0 FT. S.E. OF THE
 AG7153'CENTERLINE OF A MANHOLE IN INLET, 10.0 FT. EAST OF THE EDGE OF
 AG7153'PAVEMENT, 0.5 FT. NORTH OF THE MOST SOUTHERLY CONCRETE POST OF THE
 AG7153'EAST GUARDRAIL. SET IN THE TOP OF A METAL ROD THAT IS 2 INCH BELOW THE
 AG7153'GROUND.
 AG7153
 AG7153                          STATION RECOVERY (1982)
 AG7153
 AG7153'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7153'RECOVERED IN GOOD CONDITION.
 AG7153
 AG7153                          STATION RECOVERY (2009)
 AG7153
 AG7153'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7153'NOT RECOVERED.  A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7158 ***********************************************************************
 AG7158  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7158  DESIGNATION -  872 6589 B
 AG7158  PID         -  AG7158
 AG7158  STATE/COUNTY-  FL/PINELLAS
 AG7158  COUNTRY     -  US
 AG7158  USGS QUAD   -  SEMINOLE (2018)
 AG7158
 AG7158                         *CURRENT SURVEY CONTROL
 AG7158  ______________________________________________________________________
 AG7158* NAD 83(1986) POSITION- 27 50 01.84   (N) 082 45 14.47   (W)   HD_HELD1
 AG7158* NAVD 88 ORTHO HEIGHT -     1.292 (meters)        4.24  (feet) ADJUSTED
 AG7158  ______________________________________________________________________
 AG7158  GEOID HEIGHT    -        -24.457 (meters)                     GEOID18
 AG7158  DYNAMIC HEIGHT  -          1.290 (meters)        4.23  (feet) COMP
 AG7158  MODELED GRAVITY -    979,181.0   (mgal)                       NAVD 88
 AG7158
 AG7158  VERT ORDER      -  SECOND    CLASS I
 AG7158
 AG7158.The horizontal coordinates were determined by differentially corrected
 AG7158.hand held GPS observations or other comparable positioning techniques
 AG7158.and have an estimated accuracy of +/- 3 meters.
 AG7158
 AG7158.The orthometric height was determined by differential leveling and
 AG7158.adjusted by the NATIONAL GEODETIC SURVEY
 AG7158.in January 2011.
 AG7158
 AG7158.No vertical observational check was made to the station.
 AG7158
 AG7158.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7158.GEOID18 height accuracy estimate available here.
 AG7158
 AG7158.This Tidal Bench Mark is designated as VM 6593
 AG7158.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7158
 AG7158.Click photographs - Photos may exist for this station.
 AG7158
 AG7158.The dynamic height is computed by dividing the NAVD 88
 AG7158.geopotential number by the normal gravity value computed on the
 AG7158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7158.degrees latitude (g = 980.6199 gals.).
 AG7158
 AG7158.The modeled gravity was interpolated from observed gravity values.
 AG7158
 AG7158;                    North         East    Units  Estimated Accuracy
 AG7158;SPC FL W     -   388,025.2     125,722.9     MT  (+/- 3 meters HH1 GPS) 
 AG7158
 AG7158_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2726180031(NAD 83)
 AG7158
 AG7158                          SUPERSEDED SURVEY CONTROL
 AG7158
 AG7158  NAVD 88 (06/15/91)    1.280  (m)            4.20   (f) SUPERSEDED  2 1
 AG7158  NGVD 29 (??/??/92)    1.547  (m)            5.08   (f) ADJ UNCH    2 1
 AG7158
 AG7158.Superseded values are not recommended for survey control.
 AG7158
 AG7158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7158.See file dsdata.pdf to determine how the superseded data were derived.
 AG7158
 AG7158_MARKER: DD = SURVEY DISK
 AG7158_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AG7158_SP_SET: SEAWALL
 AG7158_STAMPING: 6589 B 1976
 AG7158_MARK LOGO: NOS
 AG7158_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7158+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2025
 AG7158
 AG7158  HISTORY     - Date     Condition        Report By
 AG7158  HISTORY     - 1976     MONUMENTED       NOS
 AG7158  HISTORY     - 1977     GOOD             FL-103
 AG7158  HISTORY     - 1982     GOOD             FLDNR
 AG7158  HISTORY     - 20090916 GOOD             FLDEP
 AG7158  HISTORY     - 20250410 GOOD             FLDEP
 AG7158
 AG7158                          STATION DESCRIPTION
 AG7158
 AG7158'DESCRIBED BY PINELLAS COUNTY FLORIDA 1977
 AG7158'IN ST PETERSBURG.
 AG7158'TO REACH THE STATION FROM THE INTERSECTION OF PARK ST. SR 695 CR 34
 AG7158'AND U.S. ALT. HWY. 19 SR 595 TYRONE BLVD., RUN NORTHERLY ON PARK ST.
 AG7158'FOR 1.70 MILES TO THE S.E. CORNER OF THE NORTH BOUND BRIDGE. STATION
 AG7158'ON RIGHT, 18.0 FT. EAST OF THE CENTERLINE OF THE NORTH BOUND BRIDGE,
 AG7158'35.7 FT. N.W. OF THE S.E. END OF THE NORTH BOUND BRIDGE HANDRAIL,
 AG7158'100.8 FT. S.W. OF THE END OF CONCRETE SEAWALL. SET IN THE TOP OF THE
 AG7158'CONCRETE SEAWALL.
 AG7158
 AG7158                          STATION RECOVERY (1982)
 AG7158
 AG7158'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7158'RECOVERED IN GOOD CONDITION.
 AG7158
 AG7158                          STATION RECOVERY (2009)
 AG7158
 AG7158'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG7158'RECOVERED AS DESCRIBED.
 AG7158
 AG7158                          STATION RECOVERY (2025)
 AG7158
 AG7158'RECOVERY NOTE BY FL DEPT OF ENV PRO 2025 (MAH)
 AG7158'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM2766 ***********************************************************************
 DM2766  DESIGNATION -  872 6589 C
 DM2766  PID         -  DM2766
 DM2766  STATE/COUNTY-  FL/PINELLAS
 DM2766  COUNTRY     -  US
 DM2766  USGS QUAD   -  SEMINOLE (2018)
 DM2766
 DM2766                         *CURRENT SURVEY CONTROL
 DM2766  ______________________________________________________________________
 DM2766* NAD 83(1986) POSITION- 27 49 54.92   (N) 082 45 15.03   (W)   HD_HELD1
 DM2766* NAVD 88 ORTHO HEIGHT -     0.891 (meters)        2.92  (feet) ADJUSTED
 DM2766  ______________________________________________________________________
 DM2766  GEOID HEIGHT    -        -24.454 (meters)                     GEOID18
 DM2766  DYNAMIC HEIGHT  -          0.890 (meters)        2.92  (feet) COMP
 DM2766  MODELED GRAVITY -    979,180.9   (mgal)                       NAVD 88
 DM2766
 DM2766  VERT ORDER      -  SECOND    CLASS I
 DM2766
 DM2766.The horizontal coordinates were determined by differentially corrected
 DM2766.hand held GPS observations or other comparable positioning techniques
 DM2766.and have an estimated accuracy of +/- 3 meters.
 DM2766
 DM2766.The orthometric height was determined by differential leveling and
 DM2766.adjusted by the NATIONAL GEODETIC SURVEY
 DM2766.in January 2011.
 DM2766
 DM2766.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM2766.GEOID18 height accuracy estimate available here.
 DM2766
 DM2766.Click photographs - Photos may exist for this station.
 DM2766
 DM2766.The dynamic height is computed by dividing the NAVD 88
 DM2766.geopotential number by the normal gravity value computed on the
 DM2766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM2766.degrees latitude (g = 980.6199 gals.).
 DM2766
 DM2766.The modeled gravity was interpolated from observed gravity values.
 DM2766
 DM2766;                    North         East    Units  Estimated Accuracy
 DM2766;SPC FL W     -   387,812.3     125,706.3     MT  (+/- 3 meters HH1 GPS) 
 DM2766
 DM2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2724279818(NAD 83)
 DM2766
 DM2766                          SUPERSEDED SURVEY CONTROL
 DM2766
 DM2766.No superseded survey control is available for this station.
 DM2766
 DM2766_MARKER: F = FLANGE-ENCASED ROD
 DM2766_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM2766_STAMPING: 6589 C 2009
 DM2766_MARK LOGO: NGS
 DM2766_PROJECTION: FLUSH
 DM2766_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM2766_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM2766_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM2766+SATELLITE: SATELLITE OBSERVATIONS - April 10, 2025
 DM2766_ROD/PIPE-DEPTH: 6.3 meters
 DM2766
 DM2766  HISTORY     - Date     Condition        Report By
 DM2766  HISTORY     - 20090916 MONUMENTED       FLDEP
 DM2766  HISTORY     - 20250410 GOOD             FLDEP
 DM2766
 DM2766                          STATION DESCRIPTION
 DM2766
 DM2766'DESCRIBED BY FL DEPT OF ENV PRO 2009
 DM2766'THE MARK IS ABOUT 9.6 MI (15.4 KM) SOUTH-SOUTHEAST OF CLEARWATER, 6.2
 DM2766'MI (10.0 KM) NORTHWEST OF SAINT PETERSBURG, 2.3 MI (3.7 KM)
 DM2766'EAST-SOUTHEAST OF SEMINOLE, SECTION 36, TOWNSHIP 30 SOUTH, RANGE 15
 DM2766'EAST.
 DM2766'
 DM2766'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY ALTERNATE 19
 DM2766'AND PARK STREET IN SAINT PETERSBURG, GO NORTHERLY ON PARK STREET FOR
 DM2766'1.6 MI (2.6 KM) TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN
 DM2766'TO REFUSAL AT A DEPTH OF 20.8 FT (6.3 M) WITH A NATIONAL GEODETIC
 DM2766'SURVEY LOGO CAP FLUSH WITH THE GROUND AND 2.1 FT (0.6 M) BELOW THE
 DM2766'LEVEL OF PARK STREET, THE DATUM POINT IS RECESSED 0.5 FT (0.2 M) BELOW
 DM2766'THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DM2766'
 DM2766'LOCATED 35.3 FT (10.8 M) WEST OF THE CENTERLINE OF PARK STREET
 DM2766'SOUTHBOUND LANES, 23.8 FT (7.3 M) NORTH OF A CHAIN LINK FENCE, 14.9 FT
 DM2766'(4.5 M) NORTH OF THE NORTH CORNER OF A CHAIN LINK FENCE AND 1.8 FT
 DM2766'(0.5 M) EAST OF A CARSONITE WITNESS POST IN THE CHAIN LINK FENCE LINE.
 DM2766'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM2766'NATIONAL GEODETIC SURVEY LOGO CAP.
 DM2766
 DM2766                          STATION RECOVERY (2025)
 DM2766
 DM2766'RECOVERY NOTE BY FL DEPT OF ENV PRO 2025 (MAH)
 DM2766'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7431 ***********************************************************************
 AG7431  DESIGNATION -  872 6594 F TIDAL FLDNR
 AG7431  PID         -  AG7431
 AG7431  STATE/COUNTY-  FL/PINELLAS
 AG7431  COUNTRY     -  US
 AG7431  USGS QUAD   -  PORT TAMPA (2018)
 AG7431
 AG7431                         *CURRENT SURVEY CONTROL
 AG7431  ______________________________________________________________________
 AG7431* NAD 83(1986) POSITION- 27 50 37.     (N) 082 36 35.     (W)   SCALED
 AG7431* NAVD 88 ORTHO HEIGHT -     0.680 (meters)        2.23  (feet) ADJUSTED
 AG7431  ______________________________________________________________________
 AG7431  GEOID HEIGHT    -        -24.684 (meters)                     GEOID18
 AG7431  DYNAMIC HEIGHT  -          0.679 (meters)        2.23  (feet) COMP
 AG7431  MODELED GRAVITY -    979,179.3   (mgal)                       NAVD 88
 AG7431
 AG7431  VERT ORDER      -  SECOND    CLASS I
 AG7431
 AG7431.The horizontal coordinates were scaled from a map and have
 AG7431.an estimated accuracy of +/- 6 seconds.
 AG7431
 AG7431.The orthometric height was determined by differential leveling and
 AG7431.adjusted by the NATIONAL GEODETIC SURVEY
 AG7431.in June 1991.
 AG7431
 AG7431.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7431.GEOID18 height accuracy estimate available here.
 AG7431
 AG7431.Click photographs - Photos may exist for this station.
 AG7431
 AG7431.The dynamic height is computed by dividing the NAVD 88
 AG7431.geopotential number by the normal gravity value computed on the
 AG7431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7431.degrees latitude (g = 980.6199 gals.).
 AG7431
 AG7431.The modeled gravity was interpolated from observed gravity values.
 AG7431
 AG7431;                    North         East    Units  Estimated Accuracy
 AG7431;SPC FL W     -   389,030.      139,940.      MT  (+/- 180 meters Scaled)
 AG7431
 AG7431_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL414809(NAD 83)
 AG7431
 AG7431                          SUPERSEDED SURVEY CONTROL
 AG7431
 AG7431  NGVD 29 (??/??/92)    0.942  (m)            3.09   (f) ADJ UNCH    2 1
 AG7431
 AG7431.Superseded values are not recommended for survey control.
 AG7431
 AG7431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7431.See file dsdata.pdf to determine how the superseded data were derived.
 AG7431
 AG7431_MARKER: DJ = TIDAL STATION DISK
 AG7431_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG7431_STAMPING: 6594 F 1982
 AG7431_MARK LOGO: FLDNR
 AG7431_PROJECTION: PROJECTING 20 CENTIMETERS
 AG7431_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7431_ROD/PIPE-DEPTH: 12.2 meters
 AG7431
 AG7431  HISTORY     - Date     Condition        Report By
 AG7431  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7431  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AG7431  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG7431  HISTORY     - 20040406 MARK NOT FOUND   USPSQD
 AG7431
 AG7431                          STATION DESCRIPTION
 AG7431
 AG7431'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7431'IN ST PETERSBURG.
 AG7431'BEGIN AT THE INTERSECTION OF 4TH STREET NORTH (STATE ROAD 687) AND
 AG7431'GANDY BOULEVARD (U.S. HIGHWAY 92/STATE ROAD 600), GO 1.15 MILES
 AG7431'EAST ON GANDY BOULEVARD TO THE T-JUNCTION OF SAN MARTIN BOULEVARD,
 AG7431'GO 1.0 MILE SOUTH ON SAN MARTIN BOULEVARD TO THE Y-JUNCTION OF
 AG7431'WEEDON DRIVE, GO 0.3 MILE EAST AND SOUTH ON WEEDON DRIVE
 AG7431'TO THE END OF THE PAVEMENT, CONTINUE 1.45 MILES SOUTH ON THE DIRT
 AG7431'ROAD TO THE MARK.  THE MARK BEARS 17.4 FEET NORTHWEST OF THE
 AG7431'CENTERLINE OF THE ROAD AND 332.3 FEET NORTH OF THE CENTER OF A
 AG7431'METAL GUARDRAIL THAT BLOCKS THE BEGINNING OF THE ABANDONED WEEDON
 AG7431'ISLAND BRIDGE.
 AG7431'THE MARK IS 1.2 FT  SE FROM A WITNESS POST.
 AG7431
 AG7431                          STATION RECOVERY (1999)
 AG7431
 AG7431'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7431'MARK NOT FOUND.
 AG7431
 AG7431                          STATION RECOVERY (2001)
 AG7431
 AG7431'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7431'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7431
 AG7431                          STATION RECOVERY (2004)
 AG7431
 AG7431'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG7431'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7430 ***********************************************************************
 AG7430  DESIGNATION -  872 6594 G TIDAL FLDNR
 AG7430  PID         -  AG7430
 AG7430  STATE/COUNTY-  FL/PINELLAS
 AG7430  COUNTRY     -  US
 AG7430  USGS QUAD   -  PORT TAMPA (2018)
 AG7430
 AG7430                         *CURRENT SURVEY CONTROL
 AG7430  ______________________________________________________________________
 AG7430* NAD 83(1986) POSITION- 27 50 37.     (N) 082 36 35.     (W)   SCALED
 AG7430* NAVD 88 ORTHO HEIGHT -     1.507 (meters)        4.94  (feet) ADJUSTED
 AG7430  ______________________________________________________________________
 AG7430  GEOID HEIGHT    -        -24.684 (meters)                     GEOID18
 AG7430  DYNAMIC HEIGHT  -          1.504 (meters)        4.93  (feet) COMP
 AG7430  MODELED GRAVITY -    979,179.3   (mgal)                       NAVD 88
 AG7430
 AG7430  VERT ORDER      -  SECOND    CLASS I
 AG7430
 AG7430.The horizontal coordinates were scaled from a map and have
 AG7430.an estimated accuracy of +/- 6 seconds.
 AG7430
 AG7430.The orthometric height was determined by differential leveling and
 AG7430.adjusted by the NATIONAL GEODETIC SURVEY
 AG7430.in June 1991.
 AG7430
 AG7430.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7430.GEOID18 height accuracy estimate available here.
 AG7430
 AG7430.Click photographs - Photos may exist for this station.
 AG7430
 AG7430.The dynamic height is computed by dividing the NAVD 88
 AG7430.geopotential number by the normal gravity value computed on the
 AG7430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7430.degrees latitude (g = 980.6199 gals.).
 AG7430
 AG7430.The modeled gravity was interpolated from observed gravity values.
 AG7430
 AG7430;                    North         East    Units  Estimated Accuracy
 AG7430;SPC FL W     -   389,030.      139,940.      MT  (+/- 180 meters Scaled)
 AG7430
 AG7430_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL414809(NAD 83)
 AG7430
 AG7430                          SUPERSEDED SURVEY CONTROL
 AG7430
 AG7430  NGVD 29 (??/??/92)    1.769  (m)            5.80   (f) ADJ UNCH    2 1
 AG7430
 AG7430.Superseded values are not recommended for survey control.
 AG7430
 AG7430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7430.See file dsdata.pdf to determine how the superseded data were derived.
 AG7430
 AG7430_MARKER: DJ = TIDAL STATION DISK
 AG7430_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG7430_STAMPING: 6594 G 1982
 AG7430_MARK LOGO: FLDNR
 AG7430_PROJECTION: PROJECTING 46 CENTIMETERS
 AG7430_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7430_ROD/PIPE-DEPTH: 12.2 meters
 AG7430
 AG7430  HISTORY     - Date     Condition        Report By
 AG7430  HISTORY     - 1982     MONUMENTED       FLDNR
 AG7430  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AG7430  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG7430  HISTORY     - 20040406 MARK NOT FOUND   USPSQD
 AG7430
 AG7430                          STATION DESCRIPTION
 AG7430
 AG7430'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7430'IN ST PETERSBURG.
 AG7430'BEGIN AT THE INTERSECTION OF 4TH STREET NORTH (STATE ROAD 687) AND
 AG7430'GANDY BOULEVARD (U.S. HIGHWAY 92/STATE ROAD 600), GO 1.15 MILES
 AG7430'EAST ON GANDY BOULEVARD TO THE T-JUNCTION OF SAN MARTIN BOULEVARD,
 AG7430'GO 1.0 MILE SOUTH ON SAN MARTIN BOULEVARD TO THE Y-JUNCTION OF
 AG7430'WEEDON DRIVE, GO 0.3 MILE EAST AND SOUTH ON WEEDON DRIVE TO THE
 AG7430'END OF THE PAVEMENT, CONTINUE 0.45 MILE SOUTH ON THE DIRT ROAD
 AG7430'TO THE MARK.  THE MARK BEARS 17.0 FEET EAST OF THE CENTERLINE OF
 AG7430'THE ROAD AND 3.5 FEET NORTHWEST OF POWER POLE 186402.  THE DISK IS
 AG7430'A FLORIDA TIDAL BENCH MARK.
 AG7430'THE MARK IS 1.3 FT  W FROM A WITNESS POST.
 AG7430'THE MARK IS 1 FT ABOVE ROAD.
 AG7430
 AG7430                          STATION RECOVERY (1999)
 AG7430
 AG7430'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7430'MARK NOT FOUND.
 AG7430
 AG7430                          STATION RECOVERY (2001)
 AG7430
 AG7430'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7430'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7430
 AG7430                          STATION RECOVERY (2004)
 AG7430
 AG7430'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG7430'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7432 ***********************************************************************
 AG7432  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7432  DESIGNATION -  872 6603 B TIDAL
 AG7432  PID         -  AG7432
 AG7432  STATE/COUNTY-  FL/PINELLAS
 AG7432  COUNTRY     -  US
 AG7432  USGS QUAD   -  PORT TAMPA (2018)
 AG7432
 AG7432                         *CURRENT SURVEY CONTROL
 AG7432  ______________________________________________________________________
 AG7432* NAD 83(1986) POSITION- 27 51 19.     (N) 082 37 26.     (W)   SCALED
 AG7432* NAVD 88 ORTHO HEIGHT -     1.129 (meters)        3.70  (feet) ADJUSTED
 AG7432  ______________________________________________________________________
 AG7432  GEOID HEIGHT    -        -24.681 (meters)                     GEOID18
 AG7432  DYNAMIC HEIGHT  -          1.128 (meters)        3.70  (feet) COMP
 AG7432  MODELED GRAVITY -    979,180.5   (mgal)                       NAVD 88
 AG7432
 AG7432  VERT ORDER      -  SECOND    CLASS I
 AG7432
 AG7432.The horizontal coordinates were scaled from a map and have
 AG7432.an estimated accuracy of +/- 6 seconds.
 AG7432
 AG7432.The orthometric height was determined by differential leveling and
 AG7432.adjusted by the NATIONAL GEODETIC SURVEY
 AG7432.in August 2021.
 AG7432
 AG7432.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7432.GEOID18 height accuracy estimate available here.
 AG7432
 AG7432.This Tidal Bench Mark is designated as VM 10667
 AG7432.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7432
 AG7432.Click photographs - Photos may exist for this station.
 AG7432
 AG7432.The dynamic height is computed by dividing the NAVD 88
 AG7432.geopotential number by the normal gravity value computed on the
 AG7432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7432.degrees latitude (g = 980.6199 gals.).
 AG7432
 AG7432.The modeled gravity was interpolated from observed gravity values.
 AG7432
 AG7432;                    North         East    Units  Estimated Accuracy
 AG7432;SPC FL W     -   390,330.      138,550.      MT  (+/- 180 meters Scaled)
 AG7432
 AG7432_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL401822(NAD 83)
 AG7432
 AG7432                          SUPERSEDED SURVEY CONTROL
 AG7432
 AG7432  NAVD 88 (06/15/91)    1.125  (m)            3.69   (f) SUPERSEDED  2 1
 AG7432  NGVD 29 (??/??/92)    1.387  (m)            4.55   (f) ADJ UNCH    2 1
 AG7432
 AG7432.Superseded values are not recommended for survey control.
 AG7432
 AG7432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7432.See file dsdata.pdf to determine how the superseded data were derived.
 AG7432
 AG7432_MARKER: DD = SURVEY DISK
 AG7432_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7432_STAMPING: 6603 B 1976
 AG7432_MARK LOGO: NOS
 AG7432_PROJECTION: FLUSH
 AG7432_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7432_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7432_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7432+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2021
 AG7432_ROD/PIPE-DEPTH: 12.2 meters
 AG7432
 AG7432  HISTORY     - Date     Condition        Report By
 AG7432  HISTORY     - 1976     MONUMENTED       NOS
 AG7432  HISTORY     - 1982     GOOD             FLDNR
 AG7432  HISTORY     - 19990209 GOOD             USPSQD
 AG7432  HISTORY     - 20010331 GOOD             NGS
 AG7432  HISTORY     - 20031210 GOOD             USPSQD
 AG7432  HISTORY     - 20070212 MARK NOT FOUND   USPSQD
 AG7432  HISTORY     - 20210331 GOOD             YOUNG
 AG7432
 AG7432                          STATION DESCRIPTION
 AG7432
 AG7432'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7432'IN ST PETERSBURG.
 AG7432'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AND
 AG7432'STATE ROAD 687 (4TH STREET NORTH), GO 1.15 MILES EAST ON U.S. 92 TO
 AG7432'SAN MARTIN BOULEVARD, GO 1.15 MILES SOUTHERLY ON SAN MARTIN
 AG7432'BOULEVARD TO THE MARK.  THE MARK BEARS 42 FEET EAST OF THE
 AG7432'CENTERLINE OF THE BOULEVARD, 27.5 FEET NORTH OF THE CENTERLINE OF
 AG7432'WEEDON DRIVE N.E., 6 FEET NORTHEAST OF TELEPHONE POLE NO 9010,
 AG7432'AND 42.5 FEET WEST OF A LONE CABBAGE PALM.
 AG7432
 AG7432                          STATION RECOVERY (1999)
 AG7432
 AG7432'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7432'RECOVERED IN GOOD CONDITION.
 AG7432
 AG7432                          STATION RECOVERY (2001)
 AG7432
 AG7432'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7432'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7432
 AG7432                          STATION RECOVERY (2003)
 AG7432
 AG7432'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG7432'CHANGE DESCRIPTION TO READ   ...TO THE MARK. IT IS INSIDE A THREE INCH
 AG7432'PVC PIPE, SIX INCHES BELOW GROUND LEVEL.   ...
 AG7432
 AG7432                          STATION RECOVERY (2007)
 AG7432
 AG7432'RECOVERY NOTE BY US POWER SQUADRON 2007 (DFR)
 AG7432'INTERSECTION OF HIGHWAY 92 SHOULD BE U.S. HIGHWAY 692. NEW ROADS HAVE
 AG7432'BEEN BUILT AND AREA IS COMPLETELY OVERGROWN SINCE 1999.
 AG7432
 AG7432                          STATION RECOVERY (2021)
 AG7432
 AG7432'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2021 (GSN)
 AG7432'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7433 ***********************************************************************
 AG7433  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7433  DESIGNATION -  872 6603 C TIDAL
 AG7433  PID         -  AG7433
 AG7433  STATE/COUNTY-  FL/PINELLAS
 AG7433  COUNTRY     -  US
 AG7433  USGS QUAD   -  PORT TAMPA (2018)
 AG7433
 AG7433                         *CURRENT SURVEY CONTROL
 AG7433  ______________________________________________________________________
 AG7433* NAD 83(1986) POSITION- 27 51 06.82   (N) 082 37 26.21   (W)   HD_HELD1
 AG7433* NAVD 88 ORTHO HEIGHT -     1.729 (meters)        5.67  (feet) ADJUSTED
 AG7433  ______________________________________________________________________
 AG7433  GEOID HEIGHT    -        -24.676 (meters)                     GEOID18
 AG7433  DYNAMIC HEIGHT  -          1.726 (meters)        5.66  (feet) COMP
 AG7433  MODELED GRAVITY -    979,180.2   (mgal)                       NAVD 88
 AG7433
 AG7433  VERT ORDER      -  SECOND    CLASS I
 AG7433
 AG7433.The horizontal coordinates were determined by differentially corrected
 AG7433.hand held GPS observations or other comparable positioning techniques
 AG7433.and have an estimated accuracy of +/- 3 meters.
 AG7433
 AG7433.The orthometric height was determined by differential leveling and
 AG7433.adjusted by the NATIONAL GEODETIC SURVEY
 AG7433.in June 1991.
 AG7433
 AG7433.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7433.GEOID18 height accuracy estimate available here.
 AG7433
 AG7433.This Tidal Bench Mark is designated as VM 10668
 AG7433.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7433
 AG7433.Click photographs - Photos may exist for this station.
 AG7433
 AG7433.The dynamic height is computed by dividing the NAVD 88
 AG7433.geopotential number by the normal gravity value computed on the
 AG7433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7433.degrees latitude (g = 980.6199 gals.).
 AG7433
 AG7433.The modeled gravity was interpolated from observed gravity values.
 AG7433
 AG7433;                    North         East    Units  Estimated Accuracy
 AG7433;SPC FL W     -   389,953.5     138,546.6     MT  (+/- 3 meters HH1 GPS) 
 AG7433
 AG7433_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4009981854(NAD 83)
 AG7433
 AG7433                          SUPERSEDED SURVEY CONTROL
 AG7433
 AG7433  NGVD 29 (??/??/92)    1.991  (m)            6.53   (f) ADJ UNCH    2 1
 AG7433
 AG7433.Superseded values are not recommended for survey control.
 AG7433
 AG7433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7433.See file dsdata.pdf to determine how the superseded data were derived.
 AG7433
 AG7433_MARKER: DD = SURVEY DISK
 AG7433_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7433_SP_SET: BRIDGE WING WALL
 AG7433_STAMPING: 6603 C 1976
 AG7433_MARK LOGO: NOS
 AG7433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7433+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2021
 AG7433
 AG7433  HISTORY     - Date     Condition        Report By
 AG7433  HISTORY     - 1976     MONUMENTED       NOS
 AG7433  HISTORY     - 1982     GOOD             FLDNR
 AG7433  HISTORY     - 19990209 GOOD             USPSQD
 AG7433  HISTORY     - 20010331 GOOD             NGS
 AG7433  HISTORY     - 20031210 GOOD             USPSQD
 AG7433  HISTORY     - 20070212 GOOD             USPSQD
 AG7433  HISTORY     - 20210401 GOOD             YOUNG
 AG7433
 AG7433                          STATION DESCRIPTION
 AG7433
 AG7433'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7433'IN ST PETERSBURG.
 AG7433'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AND
 AG7433'STATE ROAD 687 (4TH STREET NORTH), GO 1.15 MILES EAST ON U.S. 92 TO
 AG7433'SAN MARTIN BOULEVARD, GO 1.40 MILES SOUTHERLY ON SAN MARTIN
 AG7433'BOULEVARD TO A BRIDGE AND THE MARK.  THE MARK IS SET IN THE
 AG7433'NORTHWEST WINGWALL, 27 FEET WEST OF THE CENTERLINE OF THE BOULEVARD,
 AG7433'AND 2 FEET FROM THE END OF THE WINGWALL.
 AG7433'THE MARK IS 2 FT BELOW ROAD.
 AG7433
 AG7433                          STATION RECOVERY (1999)
 AG7433
 AG7433'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7433'RECOVERED IN GOOD CONDITION.
 AG7433
 AG7433                          STATION RECOVERY (2001)
 AG7433
 AG7433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7433'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7433
 AG7433                          STATION RECOVERY (2003)
 AG7433
 AG7433'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLS)
 AG7433'RECOVERED IN GOOD CONDITION.
 AG7433
 AG7433                          STATION RECOVERY (2007)
 AG7433
 AG7433'RECOVERY NOTE BY US POWER SQUADRON 2007 (DFR)
 AG7433'MARK READS NATIONAL OCEAN SURVEY, CIRCULAR DISC W/NUMBER 66030 DATED
 AG7433'1976
 AG7433
 AG7433                          STATION RECOVERY (2021)
 AG7433
 AG7433'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2021 (GSN)
 AG7433'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6858 ***********************************************************************
 DR6858  DESIGNATION -  872 6603 D
 DR6858  PID         -  DR6858
 DR6858  STATE/COUNTY-  FL/PINELLAS
 DR6858  COUNTRY     -  US
 DR6858  USGS QUAD   -  PORT TAMPA (2018)
 DR6858
 DR6858                         *CURRENT SURVEY CONTROL
 DR6858  ______________________________________________________________________
 DR6858* NAD 83(1986) POSITION- 27 51 19.29   (N) 082 37 28.52   (W)   HD_HELD1
 DR6858* NAVD 88 ORTHO HEIGHT -     1.069 (meters)        3.51  (feet) ADJUSTED
 DR6858  ______________________________________________________________________
 DR6858  GEOID HEIGHT    -        -24.680 (meters)                     GEOID18
 DR6858  DYNAMIC HEIGHT  -          1.068 (meters)        3.50  (feet) COMP
 DR6858  MODELED GRAVITY -    979,180.5   (mgal)                       NAVD 88
 DR6858
 DR6858  VERT ORDER      -  SECOND    CLASS I
 DR6858
 DR6858.The horizontal coordinates were determined by differentially corrected
 DR6858.hand held GPS observations or other comparable positioning techniques
 DR6858.and have an estimated accuracy of +/- 3 meters.
 DR6858
 DR6858.The orthometric height was determined by differential leveling and
 DR6858.adjusted by the NATIONAL GEODETIC SURVEY
 DR6858.in August 2021.
 DR6858
 DR6858.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6858.GEOID18 height accuracy estimate available here.
 DR6858
 DR6858.Click photographs - Photos may exist for this station.
 DR6858
 DR6858.The dynamic height is computed by dividing the NAVD 88
 DR6858.geopotential number by the normal gravity value computed on the
 DR6858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6858.degrees latitude (g = 980.6199 gals.).
 DR6858
 DR6858.The modeled gravity was interpolated from observed gravity values.
 DR6858
 DR6858;                    North         East    Units  Estimated Accuracy
 DR6858;SPC FL W     -   390,337.7     138,485.4     MT  (+/- 3 meters HH1 GPS) 
 DR6858
 DR6858_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4004182239(NAD 83)
 DR6858
 DR6858                          SUPERSEDED SURVEY CONTROL
 DR6858
 DR6858.No superseded survey control is available for this station.
 DR6858
 DR6858_MARKER: F = FLANGE-ENCASED ROD
 DR6858_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR6858_STAMPING: 6603 D 2020
 DR6858_MARK LOGO: YOUNG
 DR6858_PROJECTION: RECESSED 9 CENTIMETERS
 DR6858_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR6858_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6858+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2020
 DR6858_ROD/PIPE-DEPTH: 15.4 meters
 DR6858
 DR6858  HISTORY     - Date     Condition        Report By
 DR6858  HISTORY     - 20201209 MONUMENTED       YOUNG
 DR6858
 DR6858                          STATION DESCRIPTION
 DR6858
 DR6858'DESCRIBED BY GEORGE F YOUNG INCORPORATED 2020 (GSN)
 DR6858'THE MARK IS LOCATED IN NORTHEAST ST PETERSBURG IN SECTION 20, T 30S, R
 DR6858'17E.
 DR6858'
 DR6858'TO REACH STATION FROM THE INTERSECTION OF ROOSEVELT BLVD.  (S.R. 686),
 DR6858'FOURTH STREET N. (S.R. 687) AND GANDY BLVD.  (S.R. 600/HWY 92 EAST),
 DR6858'RUN EASTERLY ON GANDY BOULEVARD.  FOR 1.07 MI (1.72 KM) TO THE T
 DR6858'JUNCTION OF SAN MARTIN BOULEVARD.  TURN RIGHT AND RUN SOUTHERLY ON SAN
 DR6858'MARTIN BOULEVARD.  FOR 1.08 MILE.  STATION ON THE LEFT.
 DR6858'
 DR6858'LOCATED 34.0 FT.E/NE OF THE CENTERLINE OF SAN MARTIN BLVD., 21.5 FT
 DR6858'(6.6 M) SOUTHWEST OF THE CENTERLINE OF RIDGEWAY DR. N.E., 61.0 FT
 DR6858'(18.6 M) NORTH-NORTHWEST OF THE CENTERLINE OF THE PAVEMENT JOINING SAN
 DR6858'MARTIN BOULEVARD AND RIDGEWAY DR. N.E AND 30 FT (9.1 M) NORTH OF A
 DR6858'CARSONITE WITNESS POST AT THE NORTH SIDE OF A WOOD POWER POLE.
 DR6858'
 DR6858'NOTE-A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 50.5 FT
 DR6858'(15.4 M) WITH A FDEP LOGO CAP FLUSH WITH THE GROUND AND ABOUT 0.5 FT
 DR6858'(15 CM) BELOW THE LEVEL OF SAN MARTIN BOULEVARD, THE DATUM POINT IS
 DR6858'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY
 DR6858'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7532 ***********************************************************************
 AG7532  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7532  DESIGNATION -  872 6604 TIDAL 1
 AG7532  PID         -  AG7532
 AG7532  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7532  COUNTRY     -  US
 AG7532  USGS QUAD   -  GIBSONTON (2018)
 AG7532
 AG7532                         *CURRENT SURVEY CONTROL
 AG7532  ______________________________________________________________________
 AG7532* NAD 83(1986) POSITION- 27 51 19.     (N) 082 28 54.     (W)   SCALED
 AG7532* NAVD 88 ORTHO HEIGHT -     1.435 (meters)        4.71  (feet) ADJUSTED
 AG7532  ______________________________________________________________________
 AG7532  GEOID HEIGHT    -        -24.876 (meters)                     GEOID18
 AG7532  DYNAMIC HEIGHT  -          1.432 (meters)        4.70  (feet) COMP
 AG7532  MODELED GRAVITY -    979,177.4   (mgal)                       NAVD 88
 AG7532
 AG7532  VERT ORDER      -  SECOND    CLASS I
 AG7532
 AG7532.This mark is at Mac Dill Afb Airport (MCF)
 AG7532
 AG7532.The horizontal coordinates were scaled from a map and have
 AG7532.an estimated accuracy of +/- 6 seconds.
 AG7532
 AG7532.The orthometric height was determined by differential leveling and
 AG7532.adjusted by the NATIONAL GEODETIC SURVEY
 AG7532.in June 1991.
 AG7532
 AG7532.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7532.GEOID18 height accuracy estimate available here.
 AG7532
 AG7532.This Tidal Bench Mark is designated as VM 6608
 AG7532.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7532
 AG7532.Click photographs - Photos may exist for this station.
 AG7532
 AG7532.The dynamic height is computed by dividing the NAVD 88
 AG7532.geopotential number by the normal gravity value computed on the
 AG7532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7532.degrees latitude (g = 980.6199 gals.).
 AG7532
 AG7532.The modeled gravity was interpolated from observed gravity values.
 AG7532
 AG7532;                    North         East    Units  Estimated Accuracy
 AG7532;SPC FL W     -   390,270.      152,560.      MT  (+/- 180 meters Scaled)
 AG7532
 AG7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541820(NAD 83)
 AG7532
 AG7532                          SUPERSEDED SURVEY CONTROL
 AG7532
 AG7532  NGVD 29 (??/??/92)    1.700  (m)            5.58   (f) ADJ UNCH    2 1
 AG7532
 AG7532.Superseded values are not recommended for survey control.
 AG7532
 AG7532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7532.See file dsdata.pdf to determine how the superseded data were derived.
 AG7532
 AG7532_MARKER: DD = SURVEY DISK
 AG7532_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7532_SP_SET: PAD
 AG7532_STAMPING: NO 1 1975
 AG7532_MARK LOGO: NOS
 AG7532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7532
 AG7532  HISTORY     - Date     Condition        Report By
 AG7532  HISTORY     - 1975     MONUMENTED       NOS
 AG7532  HISTORY     - 1982     GOOD             FLDNR
 AG7532  HISTORY     - 1990     GOOD             USPSQD
 AG7532  HISTORY     - 19990321 GOOD             USPSQD
 AG7532  HISTORY     - 20030921 MARK NOT FOUND   USPSQD
 AG7532
 AG7532                          STATION DESCRIPTION
 AG7532
 AG7532'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7532'IN TAMPA.
 AG7532'THE MARK IS AT MACDILL AIR FORCE BASE, 0.8 MILE SOUTH ALONG
 AG7532'BAYSHORE DRIVE FROM THE BAYSHORE DRIVE ENTRANCE GATE.  THE MARK IS
 AG7532'NEAR THE DOCKS, 35 FEET WEST OF THE WEST EDGE OF THE DOCK, 23.35
 AG7532'FEET NORTHEAST OF THE NORTHWEST CORNER OF BUILDING 353, 22.7
 AG7532'FEET NORTHWEST OF THE NORTHEAST CORNER OF BUILDING 353, AND 158
 AG7532'FEET NORTHEAST OF TIDAL BENCH MARK NO 2 1975.
 AG7532'THE MARK IS 1 FT ABOVE GROUND.
 AG7532
 AG7532                          STATION RECOVERY (1990)
 AG7532
 AG7532'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7532'RECOVERED IN GOOD CONDITION.
 AG7532
 AG7532                          STATION RECOVERY (1999)
 AG7532
 AG7532'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7532'RECOVERED IN GOOD CONDITION.
 AG7532
 AG7532                          STATION RECOVERY (2003)
 AG7532
 AG7532'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7532'MARK NOT FOUND. BUILDING 353 HAS BEEN DEMOLISHED. THE SITE IS FENCED
 AG7532'IN AND IS UNDER CONSTRUCTION WITH NO TRESPASSING.  IT COULD NOT BE
 AG7532'DETERMINED IF THE MARK STILL EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7533 ***********************************************************************
 AG7533  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7533  DESIGNATION -  872 6604 TIDAL 2
 AG7533  PID         -  AG7533
 AG7533  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7533  COUNTRY     -  US
 AG7533  USGS QUAD   -  GIBSONTON (2018)
 AG7533
 AG7533                         *CURRENT SURVEY CONTROL
 AG7533  ______________________________________________________________________
 AG7533* NAD 83(1986) POSITION- 27 51 19.     (N) 082 28 54.     (W)   SCALED
 AG7533* NAVD 88 ORTHO HEIGHT -     1.409 (meters)        4.62  (feet) ADJUSTED
 AG7533  ______________________________________________________________________
 AG7533  GEOID HEIGHT    -        -24.876 (meters)                     GEOID18
 AG7533  DYNAMIC HEIGHT  -          1.407 (meters)        4.62  (feet) COMP
 AG7533  MODELED GRAVITY -    979,177.4   (mgal)                       NAVD 88
 AG7533
 AG7533  VERT ORDER      -  SECOND    CLASS I
 AG7533
 AG7533.This mark is at Mac Dill Afb Airport (MCF)
 AG7533
 AG7533.The horizontal coordinates were scaled from a map and have
 AG7533.an estimated accuracy of +/- 6 seconds.
 AG7533
 AG7533.The orthometric height was determined by differential leveling and
 AG7533.adjusted by the NATIONAL GEODETIC SURVEY
 AG7533.in June 1991.
 AG7533
 AG7533.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7533.GEOID18 height accuracy estimate available here.
 AG7533
 AG7533.This Tidal Bench Mark is designated as VM 6609
 AG7533.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7533
 AG7533.Click photographs - Photos may exist for this station.
 AG7533
 AG7533.The dynamic height is computed by dividing the NAVD 88
 AG7533.geopotential number by the normal gravity value computed on the
 AG7533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7533.degrees latitude (g = 980.6199 gals.).
 AG7533
 AG7533.The modeled gravity was interpolated from observed gravity values.
 AG7533
 AG7533;                    North         East    Units  Estimated Accuracy
 AG7533;SPC FL W     -   390,270.      152,560.      MT  (+/- 180 meters Scaled)
 AG7533
 AG7533_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL541820(NAD 83)
 AG7533
 AG7533                          SUPERSEDED SURVEY CONTROL
 AG7533
 AG7533  NGVD 29 (??/??/92)    1.674  (m)            5.49   (f) ADJ UNCH    2 1
 AG7533
 AG7533.Superseded values are not recommended for survey control.
 AG7533
 AG7533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7533.See file dsdata.pdf to determine how the superseded data were derived.
 AG7533
 AG7533_MARKER: DD = SURVEY DISK
 AG7533_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7533_STAMPING: NO 2 1975
 AG7533_MARK LOGO: NOS
 AG7533_PROJECTION: FLUSH
 AG7533_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7533_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7533_ROD/PIPE-DEPTH: 14.6 meters
 AG7533
 AG7533  HISTORY     - Date     Condition        Report By
 AG7533  HISTORY     - 1975     MONUMENTED       NOS
 AG7533  HISTORY     - 1982     GOOD             FLDNR
 AG7533  HISTORY     - 1990     GOOD             USPSQD
 AG7533  HISTORY     - 20030921 MARK NOT FOUND   USPSQD
 AG7533
 AG7533                          STATION DESCRIPTION
 AG7533
 AG7533'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7533'IN TAMPA.
 AG7533'THE MARK IS AT MACDILL AIR FORCE BASE, 0.8 MILE SOUTH ALONG BAYSHORE
 AG7533'DRIVE FROM THE BAYSHORE DRIVE ENTRANCE GATE.  THE MARK IS NEAR THE
 AG7533'DOCKS AND BUILDING 353, 62.5 FEET EAST OF THE CENTERLINE OF BAYSHORE
 AG7533'DRIVE, 2 FEET NORTH OF POWER POLE 1-29A1, 173 FEET WEST OF THE
 AG7533'WEST EDGE OF THE DOCK, 158 FEET SOUTHWEST OF TIDAL BENCH MARK NO 1
 AG7533'1975, AND 158 FEET WEST OF TIDAL BENCH MARK MDF 46 1952.
 AG7533
 AG7533                          STATION RECOVERY (1990)
 AG7533
 AG7533'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7533'RECOVERED IN GOOD CONDITION.
 AG7533
 AG7533                          STATION RECOVERY (2003)
 AG7533
 AG7533'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7533'MARK NOT FOUND. BUILDING 353 HAS BEEN DEMOLISHED. THE SITE IS FENCED
 AG7533'IN AND IS UNDER CONSTRUCTION WITH NO TRESPASSING.  IT COULD NOT BE
 AG7533'DETERMINED IF THE MARK STILL EXISTS.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7434 ***********************************************************************
 AG7434  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7434  DESIGNATION -  872 6605 B TIDAL
 AG7434  PID         -  AG7434
 AG7434  STATE/COUNTY-  FL/PINELLAS
 AG7434  COUNTRY     -  US
 AG7434  USGS QUAD   -  SAINT PETERSBURG (2018)
 AG7434
 AG7434                         *CURRENT SURVEY CONTROL
 AG7434  ______________________________________________________________________
 AG7434* NAD 83(1986) POSITION- 27 50 50.     (N) 082 37 46.     (W)   SCALED
 AG7434* NAVD 88 ORTHO HEIGHT -     1.572 (meters)        5.16  (feet) ADJUSTED
 AG7434  ______________________________________________________________________
 AG7434  GEOID HEIGHT    -        -24.660 (meters)                     GEOID18
 AG7434  DYNAMIC HEIGHT  -          1.570 (meters)        5.15  (feet) COMP
 AG7434  MODELED GRAVITY -    979,180.0   (mgal)                       NAVD 88
 AG7434
 AG7434  VERT ORDER      -  SECOND    CLASS I
 AG7434
 AG7434.The horizontal coordinates were scaled from a map and have
 AG7434.an estimated accuracy of +/- 6 seconds.
 AG7434
 AG7434.The orthometric height was determined by differential leveling and
 AG7434.adjusted by the NATIONAL GEODETIC SURVEY
 AG7434.in June 1991.
 AG7434
 AG7434.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7434.GEOID18 height accuracy estimate available here.
 AG7434
 AG7434.This Tidal Bench Mark is designated as VM 11290
 AG7434.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7434
 AG7434.Click photographs - Photos may exist for this station.
 AG7434
 AG7434.The dynamic height is computed by dividing the NAVD 88
 AG7434.geopotential number by the normal gravity value computed on the
 AG7434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7434.degrees latitude (g = 980.6199 gals.).
 AG7434
 AG7434.The modeled gravity was interpolated from observed gravity values.
 AG7434
 AG7434;                    North         East    Units  Estimated Accuracy
 AG7434;SPC FL W     -   389,440.      138,000.      MT  (+/- 180 meters Scaled)
 AG7434
 AG7434_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL395813(NAD 83)
 AG7434
 AG7434                          SUPERSEDED SURVEY CONTROL
 AG7434
 AG7434  NGVD 29 (??/??/92)    1.833  (m)            6.01   (f) ADJ UNCH    2 1
 AG7434
 AG7434.Superseded values are not recommended for survey control.
 AG7434
 AG7434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7434.See file dsdata.pdf to determine how the superseded data were derived.
 AG7434
 AG7434_MARKER: DD = SURVEY DISK
 AG7434_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7434_SP_SET: STEP
 AG7434_STAMPING: 6605 B 1976
 AG7434_MARK LOGO: NOS
 AG7434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7434
 AG7434  HISTORY     - Date     Condition        Report By
 AG7434  HISTORY     - 1976     MONUMENTED       NOS
 AG7434  HISTORY     - 1982     GOOD             FLDNR
 AG7434  HISTORY     - 19990209 MARK NOT FOUND   USPSQD
 AG7434  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG7434  HISTORY     - 20031124 MARK NOT FOUND   USPSQD
 AG7434
 AG7434                          STATION DESCRIPTION
 AG7434
 AG7434'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7434'IN ST PETERSBURG.
 AG7434'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD)
 AG7434'AND 4TH STREET NORTH (STATE ROAD 686 AND U.S. 92 SOUTH), GO 1.15
 AG7434'MILES SOUTH ON 4TH STREET TO 83RD AVENUE NORTH, GO 0.5 MILE
 AG7434'EAST ON 83RD AVENUE NORTH TO MACOMA DRIVE NORTH, GO 0.05 MILE
 AG7434'SOUTH ON MACOMA DRIVE NORTH TO THE RIO VISTA SCHOOL AND THE
 AG7434'MARK.  THE MARK IS SET IN THE CONCRETE STEPS FOR THE FORMER
 AG7434'SCHOOL ENTRANCE, 48.3 FEET SOUTH OF THE NORTHWEST CORNER OF
 AG7434'THE BUILDING AND 83 FEET EAST-SOUTHEAST OF TRIANGULATION
 AG7434'STATION RIO 1973.
 AG7434'THE MARK IS 1 FT ABOVE GROUND.
 AG7434
 AG7434                          STATION RECOVERY (1999)
 AG7434
 AG7434'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7434'MARK NOT FOUND.
 AG7434
 AG7434                          STATION RECOVERY (2001)
 AG7434
 AG7434'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7434'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7434
 AG7434                          STATION RECOVERY (2003)
 AG7434
 AG7434'RECOVERY NOTE BY US POWER SQUADRON 2003 (KNB)
 AG7434'.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7435 ***********************************************************************
 AG7435  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7435  DESIGNATION -  872 6606 E TIDAL
 AG7435  PID         -  AG7435
 AG7435  STATE/COUNTY-  FL/PINELLAS
 AG7435  COUNTRY     -  US
 AG7435  USGS QUAD   -  SEMINOLE (2018)
 AG7435
 AG7435                         *CURRENT SURVEY CONTROL
 AG7435  ______________________________________________________________________
 AG7435* NAD 83(1986) POSITION- 27 51 19.     (N) 082 50 47.     (W)   SCALED
 AG7435* NAVD 88 ORTHO HEIGHT -     2.090 (meters)        6.86  (feet) ADJUSTED
 AG7435  ______________________________________________________________________
 AG7435  GEOID HEIGHT    -        -24.369 (meters)                     GEOID18
 AG7435  DYNAMIC HEIGHT  -          2.087 (meters)        6.85  (feet) COMP
 AG7435  MODELED GRAVITY -    979,184.7   (mgal)                       NAVD 88
 AG7435
 AG7435  VERT ORDER      -  SECOND    CLASS I
 AG7435
 AG7435.The horizontal coordinates were scaled from a map and have
 AG7435.an estimated accuracy of +/- 6 seconds.
 AG7435
 AG7435.The orthometric height was determined by differential leveling and
 AG7435.adjusted by the NATIONAL GEODETIC SURVEY
 AG7435.in June 1991.
 AG7435
 AG7435.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7435.GEOID18 height accuracy estimate available here.
 AG7435
 AG7435.This Tidal Bench Mark is designated as VM 6616
 AG7435.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7435
 AG7435.Click photographs - Photos may exist for this station.
 AG7435
 AG7435.The dynamic height is computed by dividing the NAVD 88
 AG7435.geopotential number by the normal gravity value computed on the
 AG7435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7435.degrees latitude (g = 980.6199 gals.).
 AG7435
 AG7435.The modeled gravity was interpolated from observed gravity values.
 AG7435
 AG7435;                    North         East    Units  Estimated Accuracy
 AG7435;SPC FL W     -   390,460.      116,640.      MT  (+/- 180 meters Scaled)
 AG7435
 AG7435_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL181825(NAD 83)
 AG7435
 AG7435                          SUPERSEDED SURVEY CONTROL
 AG7435
 AG7435  NGVD 29 (??/??/92)    2.355  (m)            7.73   (f) ADJ UNCH    2 1
 AG7435
 AG7435.Superseded values are not recommended for survey control.
 AG7435
 AG7435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7435.See file dsdata.pdf to determine how the superseded data were derived.
 AG7435
 AG7435_MARKER: DD = SURVEY DISK
 AG7435_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7435_STAMPING: 6606 E 1976
 AG7435_MARK LOGO: NOS
 AG7435_PROJECTION: FLUSH
 AG7435_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7435_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7435_ROD/PIPE-DEPTH: 12.2 meters
 AG7435
 AG7435  HISTORY     - Date     Condition        Report By
 AG7435  HISTORY     - 1976     MONUMENTED       NOS
 AG7435  HISTORY     - 1982     GOOD             FLDNR
 AG7435  HISTORY     - 19960218 GOOD             USPSQD
 AG7435
 AG7435                          STATION DESCRIPTION
 AG7435
 AG7435'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7435'IN INDIAN SHORES.
 AG7435'BEGIN AT THE JUNCTION OF COUNTY ROAD 694 WITH STATE ROAD 699 (GULF
 AG7435'BOULEVARD) IN INDIAN SHORES, GO 1.0 MILE NORTHERLY ON GULF BOULEVARD
 AG7435'TO THE JUNCTION OF BAY PLACE AND THE MARK.  THE MARK BEARS 18 FEET
 AG7435'EAST OF THE CENTERLINE OF GULF BOULEVARD, 22.5 FEET NORTH OF THE
 AG7435'CENTERLINE OF BAY PLACE, AND 2.5 FEET NORTHWEST OF A 4 INCH
 AG7435'BY 4 INCH CONCRETE POST.
 AG7435
 AG7435                          STATION RECOVERY (1996)
 AG7435
 AG7435'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7435'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ1034 ***********************************************************************
 DQ1034  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ1034  DESIGNATION -  872 6607 A
 DQ1034  PID         -  DQ1034
 DQ1034  STATE/COUNTY-  FL/HILLSBOROUGH
 DQ1034  COUNTRY     -  US
 DQ1034  USGS QUAD   -  PORT TAMPA (2018)
 DQ1034
 DQ1034                         *CURRENT SURVEY CONTROL
 DQ1034  ______________________________________________________________________
 DQ1034* NAD 83(2011) POSITION- 27 51 28.79185(N) 082 33 07.32088(W)   ADJUSTED
 DQ1034* NAD 83(2011) ELLIP HT-   -23.881 (meters)        (10/28/19)   ADJUSTED
 DQ1034* NAD 83(2011) EPOCH   -  2010.00
 DQ1034* NAVD 88 ORTHO HEIGHT -     0.91  (meters)        3.0   (feet) GPS OBS
 DQ1034  ______________________________________________________________________
 DQ1034  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ1034  GEOID HEIGHT    -        -24.781 (meters)                     GEOID12B
 DQ1034  GEOID HEIGHT    -        -24.787 (meters)                     GEOID18
 DQ1034  NAD 83(2011) X  -    731,487.104 (meters)                     COMP
 DQ1034  NAD 83(2011) Y  - -5,595,458.749 (meters)                     COMP
 DQ1034  NAD 83(2011) Z  -  2,962,590.516 (meters)                     COMP
 DQ1034  LAPLACE CORR    -         -1.53  (seconds)                    DEFLEC18
 DQ1034
 DQ1034  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1034  Standards:
 DQ1034         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1034            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1034  -------------------------------------------------------------------
 DQ1034  NETWORK    0.56   1.16           0.24   0.22   0.59     -0.09533889
 DQ1034  -------------------------------------------------------------------
 DQ1034  Click here for local accuracies and other accuracy information.
 DQ1034
 DQ1034.The horizontal coordinates were established by GPS observations
 DQ1034.and adjusted by the National Geodetic Survey in October 2019.
 DQ1034
 DQ1034.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1034.been affixed to the stable North American tectonic plate. See 
 DQ1034.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1034
 DQ1034.The horizontal coordinates are valid at the epoch date displayed above
 DQ1034.which is a decimal equivalence of Year/Month/Day.
 DQ1034
 DQ1034.The orthometric height was determined by GPS observations and a
 DQ1034.high-resolution geoid model using precise GPS observation and
 DQ1034.processing techniques.
 DQ1034
 DQ1034.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1034.GEOID18 height accuracy estimate available here.
 DQ1034
 DQ1034.Click photographs - Photos may exist for this station.
 DQ1034
 DQ1034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1034
 DQ1034.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1034
 DQ1034.The ellipsoidal height was determined by GPS observations
 DQ1034.and is referenced to NAD 83.
 DQ1034
 DQ1034. The following values were computed from the NAD 83(2011) position.
 DQ1034
 DQ1034;                    North         East     Units Scale Factor Converg.
 DQ1034;SPC FL W     -   390,595.849   145,632.653   MT  0.99997765   -0 15 28.7
 DQ1034;SPC FL W     - 1,281,479.88    477,796.46   sFT  0.99997765   -0 15 28.7
 DQ1034;UTM  17      - 3,082,439.486   347,189.964   MT  0.99988822   -0 43 31.4
 DQ1034
 DQ1034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1034!SPC FL W     -   1.00000375  x   0.99997765  =   0.99998140
 DQ1034!UTM  17      -   1.00000375  x   0.99988822  =   0.99989197
 DQ1034
 DQ1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4718982439(NAD 83)
 DQ1034
 DQ1034                          SUPERSEDED SURVEY CONTROL
 DQ1034
 DQ1034.No superseded survey control is available for this station.
 DQ1034
 DQ1034_MARKER: DD = SURVEY DISK
 DQ1034_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DQ1034_SP_SET: BULKHEAD
 DQ1034_STAMPING: 6607 A 1991
 DQ1034_MARK LOGO: NOS
 DQ1034_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DQ1034+STABILITY: SURFACE MOTION
 DQ1034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1034+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1991
 DQ1034
 DQ1034  HISTORY     - Date     Condition        Report By
 DQ1034  HISTORY     - 19910101 MONUMENTED       NOS
 DQ1034
 DQ1034                          STATION DESCRIPTION
 DQ1034
 DQ1034'DESCRIBED BY NATIONAL OCEAN SERVICE 1991 (DBP)
 DQ1034'TO REACH THE MARK FROM THE INTERSECTION OF DALE MABRY HIGHWAY AND
 DQ1034'INTERBAY BOULEVARD IN TAMPA, FLORIDA, PROCEED SOUTHWEST ON INTERBAY
 DQ1034'BOULEVARD 1.4 MI (2.3 KM) O COMMERCE STREET.  TURN LEFT ON COMMERCE
 DQ1034'STREET AND PROCEED 0.9 MI (1.4 KM) WHERE THE ROAD NAME CHANGES TO PORT
 DQ1034'TAMPA DRIVE.  CONTINUE ON PORT TAMPA DRIVE 0.2 MI (0.3 KM) TURN RIGHT
 DQ1034'TO A ONTO PICNIC ISLAND BOULEVARD AND CONTINUE 0.6 MI (1.0 KM) TO
 DQ1034'PARKING AREA ON YOUR RIGHT.  PROCEED WEST IN THE PARKING AREA TO A
 DQ1034'BOAT RAMP AT WATERS EDGE.
 DQ1034'
 DQ1034'THE MARK IS LOCATED 2 FT (0.6 M) FROM THE END OF THE RIGHT BULKHEAD
 DQ1034'AND 2 FT (0.6 M) FROM THE EDGE OF THE RIGHT BULKHEAD.
 DQ1034'
 DQ1034'THE MARK IS A BRASS DISK WITH A NATIONAL OCEAN SERVICE LOGO, SET ON
 DQ1034'TOP OF A CONCRETE BULKHEAD.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7472 ***********************************************************************
 AG7472  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7472  DESIGNATION -  872 6609 A TIDAL
 AG7472  PID         -  AG7472
 AG7472  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7472  COUNTRY     -  US
 AG7472  USGS QUAD   -  GIBSONTON (2018)
 AG7472
 AG7472                         *CURRENT SURVEY CONTROL
 AG7472  ______________________________________________________________________
 AG7472* NAD 83(1986) POSITION- 27 51 36.35   (N) 082 23 04.01   (W)   HD_HELD1
 AG7472* NAVD 88 ORTHO HEIGHT -     1.211 (meters)        3.97  (feet) ADJUSTED
 AG7472  ______________________________________________________________________
 AG7472  GEOID HEIGHT    -        -24.989 (meters)                     GEOID18
 AG7472  DYNAMIC HEIGHT  -          1.209 (meters)        3.97  (feet) COMP
 AG7472  MODELED GRAVITY -    979,175.8   (mgal)                       NAVD 88
 AG7472
 AG7472  VERT ORDER      -  FIRST     CLASS II
 AG7472
 AG7472.The horizontal coordinates were determined by differentially corrected
 AG7472.hand held GPS observations or other comparable positioning techniques
 AG7472.and have an estimated accuracy of +/- 3 meters.
 AG7472
 AG7472.The orthometric height was determined by differential leveling and
 AG7472.adjusted by the NATIONAL GEODETIC SURVEY
 AG7472.in July 2009.
 AG7472
 AG7472.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7472.GEOID18 height accuracy estimate available here.
 AG7472
 AG7472.This Tidal Bench Mark is designated as VM 6618
 AG7472.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7472
 AG7472.Click photographs - Photos may exist for this station.
 AG7472
 AG7472.The dynamic height is computed by dividing the NAVD 88
 AG7472.geopotential number by the normal gravity value computed on the
 AG7472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7472.degrees latitude (g = 980.6199 gals.).
 AG7472
 AG7472.The modeled gravity was interpolated from observed gravity values.
 AG7472
 AG7472;                    North         East    Units  Estimated Accuracy
 AG7472;SPC FL W     -   390,765.5     162,138.4     MT  (+/- 3 meters HH1 GPS) 
 AG7472
 AG7472_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6369482474(NAD 83)
 AG7472
 AG7472                          SUPERSEDED SURVEY CONTROL
 AG7472
 AG7472  NAVD 88 (06/15/91)    1.209  (m)            3.97   (f) SUPERSEDED  2 1
 AG7472
 AG7472.Superseded values are not recommended for survey control.
 AG7472
 AG7472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7472.See file dsdata.pdf to determine how the superseded data were derived.
 AG7472
 AG7472_MARKER: DJ = TIDAL STATION DISK
 AG7472_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7472_SP_SET: POWER POLE BASE
 AG7472_STAMPING: 6609 A 1977 VD-25A
 AG7472_MARK LOGO: NOS
 AG7472_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7472_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7472_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7472+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2021
 AG7472
 AG7472  HISTORY     - Date     Condition        Report By
 AG7472  HISTORY     - 1977     MONUMENTED       NOS
 AG7472  HISTORY     - 1982     GOOD             FLDNR
 AG7472  HISTORY     - 20031019 GOOD             USPSQD
 AG7472  HISTORY     - 20070620 GOOD             FLDEP
 AG7472  HISTORY     - 20080418 GOOD             FL-057
 AG7472  HISTORY     - 20210518 GOOD             YOUNG
 AG7472  HISTORY     - 20211201 GOOD             T2UES
 AG7472
 AG7472                          STATION DESCRIPTION
 AG7472
 AG7472'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7472'0.25 MI NORTH FROM GIBSONTON.
 AG7472'THE MARK IS AT THE PUBLIC PARK ADJACENT TO THE NORTH END OF THE
 AG7472'U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA RIVER.  THE MARK BEARS 49
 AG7472'FEET WEST OF THE NORTH END OF THE PARK FISHING PIER, 87 FEET EAST
 AG7472'OF THE NORTHEAST CORNER OF A WOODEN BOAT DOCK, AND 8.6 FEET WEST
 AG7472'OF ANOTHER POWER POLE BASE.
 AG7472'THE MARK IS 1.5 FT ABOVE GROUND.
 AG7472
 AG7472                          STATION RECOVERY (2003)
 AG7472
 AG7472'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7472'MARK FOUND GOOD. THE PUBLIC PARK REFERENCED IN THE 1982 DESCRIPTION IS
 AG7472'WILLIAMS PARK.
 AG7472
 AG7472                          STATION RECOVERY (2007)
 AG7472
 AG7472'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7472'RECOVERED AS DESCRIBED.
 AG7472
 AG7472                          STATION RECOVERY (2008)
 AG7472
 AG7472'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2008 (JG)
 AG7472'RECOVERED IN GOOD CONDITION.
 AG7472
 AG7472                          STATION RECOVERY (2021)
 AG7472
 AG7472'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2021 (GSN)
 AG7472'RECOVERED AS DESCRIBED.
 AG7472
 AG7472                          STATION RECOVERY (2021)
 AG7472
 AG7472'RECOVERY NOTE BY T2 UES, INC. 2021 (JNH)
 AG7472'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7473 ***********************************************************************
 AG7473  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7473  DESIGNATION -  872 6609 B TIDAL
 AG7473  PID         -  AG7473
 AG7473  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7473  COUNTRY     -  US
 AG7473  USGS QUAD   -  GIBSONTON (2018)
 AG7473
 AG7473                         *CURRENT SURVEY CONTROL
 AG7473  ______________________________________________________________________
 AG7473* NAD 83(1986) POSITION- 27 51 37.76   (N) 082 23 05.35   (W)   HD_HELD1
 AG7473* NAVD 88 ORTHO HEIGHT -     1.496 (meters)        4.91  (feet) ADJUSTED
 AG7473  ______________________________________________________________________
 AG7473  GEOID HEIGHT    -        -24.989 (meters)                     GEOID18
 AG7473  DYNAMIC HEIGHT  -          1.493 (meters)        4.90  (feet) COMP
 AG7473  MODELED GRAVITY -    979,175.8   (mgal)                       NAVD 88
 AG7473
 AG7473  VERT ORDER      -  FIRST     CLASS II
 AG7473
 AG7473.The horizontal coordinates were determined by differentially corrected
 AG7473.hand held GPS observations or other comparable positioning techniques
 AG7473.and have an estimated accuracy of +/- 3 meters.
 AG7473
 AG7473.The orthometric height was determined by differential leveling and
 AG7473.adjusted by the NATIONAL GEODETIC SURVEY
 AG7473.in June 1991.
 AG7473
 AG7473.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7473.GEOID18 height accuracy estimate available here.
 AG7473
 AG7473.This Tidal Bench Mark is designated as VM 6619
 AG7473.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7473
 AG7473.Click photographs - Photos may exist for this station.
 AG7473
 AG7473.The dynamic height is computed by dividing the NAVD 88
 AG7473.geopotential number by the normal gravity value computed on the
 AG7473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7473.degrees latitude (g = 980.6199 gals.).
 AG7473
 AG7473.The modeled gravity was interpolated from observed gravity values.
 AG7473
 AG7473;                    North         East    Units  Estimated Accuracy
 AG7473;SPC FL W     -   390,809.0     162,101.9     MT  (+/- 3 meters HH1 GPS) 
 AG7473
 AG7473_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6365882518(NAD 83)
 AG7473
 AG7473                          SUPERSEDED SURVEY CONTROL
 AG7473
 AG7473.No superseded survey control is available for this station.
 AG7473
 AG7473_MARKER: DD = SURVEY DISK
 AG7473_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7473+WITH SETTING: PAVEMENT
 AG7473_SP_SET: SHELTER FLOORING
 AG7473_STAMPING: 6609 B 1977
 AG7473_MARK LOGO: NOS
 AG7473_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7473+STABILITY: SURFACE MOTION
 AG7473_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7473+SATELLITE: SATELLITE OBSERVATIONS - December 01, 2021
 AG7473
 AG7473  HISTORY     - Date     Condition        Report By
 AG7473  HISTORY     - 1977     MONUMENTED       NOS
 AG7473  HISTORY     - 1982     GOOD             FLDNR
 AG7473  HISTORY     - 20031019 GOOD             USPSQD
 AG7473  HISTORY     - 20070620 GOOD             FLDEP
 AG7473  HISTORY     - 20210518 GOOD             YOUNG
 AG7473  HISTORY     - 20211201 GOOD             T2UES
 AG7473
 AG7473                          STATION DESCRIPTION
 AG7473
 AG7473'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7473'0.25 MI NORTH FROM GIBSONTON.
 AG7473'THE MARK IS AT THE PUBLIC PARK ADJACENT TO THE NORTH END OF THE
 AG7473'U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA RIVER.  THE MARK IS SET
 AG7473'IN FLOORING FOR A PICNIC SHELTER, 130 FEET NORTHWEST OF THE
 AG7473'NORTHWEST CORNER OF A WOODEN BOAT DOCK, 35 FEET NORTH OF THE
 AG7473'SOUTH EDGE OF THE SHELTER, AND 0.9 FOOT WEST OF THE EAST EDGE OF
 AG7473'THE SHELTER.
 AG7473'THE MARK IS ABOVE LEVEL WITH GROUND.
 AG7473
 AG7473                          STATION RECOVERY (2003)
 AG7473
 AG7473'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7473'MARK FOUND GOOD. THE PUBLIC PARK REFERENCED IN THE 1982 DESCRIPTION IS
 AG7473'WILLIAMS PARK.
 AG7473
 AG7473                          STATION RECOVERY (2007)
 AG7473
 AG7473'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7473'RECOVERED AS DESCRIBED.
 AG7473
 AG7473                          STATION RECOVERY (2021)
 AG7473
 AG7473'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2021 (GSN)
 AG7473'RECOVERED AS DESCRIBED.
 AG7473'
 AG7473'NOTE-MARK IS LOCATED UNDER PICNIC SHELTER AND UNSUITABLE FOR LEVELING
 AG7473'OBSERVATIONS WITH 3 M (9.8 FT) RODS.
 AG7473
 AG7473                          STATION RECOVERY (2021)
 AG7473
 AG7473'RECOVERY NOTE BY T2 UES, INC. 2021 (JNH)
 AG7473'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7471 ***********************************************************************
 AG7471  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7471  DESIGNATION -  872 6609 C TIDAL
 AG7471  PID         -  AG7471
 AG7471  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7471  COUNTRY     -  US
 AG7471  USGS QUAD   -  GIBSONTON (2018)
 AG7471
 AG7471                         *CURRENT SURVEY CONTROL
 AG7471  ______________________________________________________________________
 AG7471* NAD 83(1986) POSITION- 27 51 40.08   (N) 082 23 03.17   (W)   HD_HELD1
 AG7471* NAVD 88 ORTHO HEIGHT -     1.463 (meters)        4.80  (feet) ADJUSTED
 AG7471  ______________________________________________________________________
 AG7471  GEOID HEIGHT    -        -24.990 (meters)                     GEOID18
 AG7471  DYNAMIC HEIGHT  -          1.460 (meters)        4.79  (feet) COMP
 AG7471  MODELED GRAVITY -    979,175.8   (mgal)                       NAVD 88
 AG7471
 AG7471  VERT ORDER      -  SECOND    CLASS I
 AG7471
 AG7471.The horizontal coordinates were determined by differentially corrected
 AG7471.hand held GPS observations or other comparable positioning techniques
 AG7471.and have an estimated accuracy of +/- 3 meters.
 AG7471
 AG7471.The orthometric height was determined by differential leveling and
 AG7471.adjusted by the NATIONAL GEODETIC SURVEY
 AG7471.in August 2021.
 AG7471
 AG7471.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7471.GEOID18 height accuracy estimate available here.
 AG7471
 AG7471.This Tidal Bench Mark is designated as VM 6620
 AG7471.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7471
 AG7471.Click photographs - Photos may exist for this station.
 AG7471
 AG7471.The dynamic height is computed by dividing the NAVD 88
 AG7471.geopotential number by the normal gravity value computed on the
 AG7471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7471.degrees latitude (g = 980.6199 gals.).
 AG7471
 AG7471.The modeled gravity was interpolated from observed gravity values.
 AG7471
 AG7471;                    North         East    Units  Estimated Accuracy
 AG7471;SPC FL W     -   390,880.2     162,161.7     MT  (+/- 3 meters HH1 GPS) 
 AG7471
 AG7471_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6371982588(NAD 83)
 AG7471
 AG7471                          SUPERSEDED SURVEY CONTROL
 AG7471
 AG7471  NAVD 88 (06/15/91)    1.481  (m)            4.86   (f) SUPERSEDED  2 1
 AG7471
 AG7471.Superseded values are not recommended for survey control.
 AG7471
 AG7471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7471.See file dsdata.pdf to determine how the superseded data were derived.
 AG7471
 AG7471_MARKER: DD = SURVEY DISK
 AG7471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7471_STAMPING: 6609 C 1977
 AG7471_MARK LOGO: NOS
 AG7471_PROJECTION: FLUSH
 AG7471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7471+STABILITY: SURFACE MOTION
 AG7471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7471+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2021
 AG7471
 AG7471  HISTORY     - Date     Condition        Report By
 AG7471  HISTORY     - 1977     MONUMENTED       NOS
 AG7471  HISTORY     - 1982     GOOD             FLDNR
 AG7471  HISTORY     - 2007     MARK NOT FOUND   FLDEP
 AG7471  HISTORY     - 20090619 GOOD             FL-057
 AG7471  HISTORY     - 20210518 GOOD             YOUNG
 AG7471
 AG7471                          STATION DESCRIPTION
 AG7471
 AG7471'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7471'0.25 MI NORTH FROM GIBSONTON.
 AG7471'THE MARK IS AT THE PUBLIC PARK ADJACENT TO THE NORTH END OF THE
 AG7471'U.S. HIGHWAY 41 BRIDGE OVER THE ALAFIA RIVER.  THE MARK BEARS
 AG7471'48 FEET WEST OF THE NORTHWEST CORNER OF THE BRIDGE, 61 FEET
 AG7471'NORTHWEST OF THE NORTHWEST BRIDGE SUPPORT, AND 0.6 FOOT WEST OF
 AG7471'A WITNESS POST.
 AG7471'THE MARK IS 15 FT BELOW HIGHWAY.
 AG7471
 AG7471                          STATION RECOVERY (2007)
 AG7471
 AG7471'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7471'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG7471
 AG7471                          STATION RECOVERY (2009)
 AG7471
 AG7471'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2009 (JG)
 AG7471'RECOVERED IN GOOD CONDITION.
 AG7471
 AG7471                          STATION RECOVERY (2021)
 AG7471
 AG7471'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2021 (GSN)
 AG7471'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7470 ***********************************************************************
 AG7470  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7470  DESIGNATION -  872 6609 E TIDAL
 AG7470  PID         -  AG7470
 AG7470  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7470  COUNTRY     -  US
 AG7470  USGS QUAD   -  GIBSONTON (2018)
 AG7470
 AG7470                         *CURRENT SURVEY CONTROL
 AG7470  ______________________________________________________________________
 AG7470* NAD 83(1986) POSITION- 27 51 40.29   (N) 082 23 01.91   (W)   HD_HELD1
 AG7470* NAVD 88 ORTHO HEIGHT -     6.437 (meters)       21.12  (feet) ADJUSTED
 AG7470  ______________________________________________________________________
 AG7470  GEOID HEIGHT    -        -24.990 (meters)                     GEOID18
 AG7470  DYNAMIC HEIGHT  -          6.428 (meters)       21.09  (feet) COMP
 AG7470  MODELED GRAVITY -    979,175.8   (mgal)                       NAVD 88
 AG7470
 AG7470  VERT ORDER      -  FIRST     CLASS II
 AG7470
 AG7470.The horizontal coordinates were determined by differentially corrected
 AG7470.hand held GPS observations or other comparable positioning techniques
 AG7470.and have an estimated accuracy of +/- 3 meters.
 AG7470
 AG7470.The orthometric height was determined by differential leveling and
 AG7470.adjusted by the NATIONAL GEODETIC SURVEY
 AG7470.in June 1991.
 AG7470
 AG7470.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7470.GEOID18 height accuracy estimate available here.
 AG7470
 AG7470.This Tidal Bench Mark is designated as VM 6621
 AG7470.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7470
 AG7470.Click photographs - Photos may exist for this station.
 AG7470
 AG7470.The dynamic height is computed by dividing the NAVD 88
 AG7470.geopotential number by the normal gravity value computed on the
 AG7470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7470.degrees latitude (g = 980.6199 gals.).
 AG7470
 AG7470.The modeled gravity was interpolated from observed gravity values.
 AG7470
 AG7470;                    North         East    Units  Estimated Accuracy
 AG7470;SPC FL W     -   390,886.6     162,196.2     MT  (+/- 3 meters HH1 GPS) 
 AG7470
 AG7470_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6375382595(NAD 83)
 AG7470
 AG7470                          SUPERSEDED SURVEY CONTROL
 AG7470
 AG7470.No superseded survey control is available for this station.
 AG7470
 AG7470_MARKER: DD = SURVEY DISK
 AG7470_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7470_SP_SET: BRIDGE SIDEWALK
 AG7470_STAMPING: 6609 E 1977
 AG7470_MARK LOGO: NOS
 AG7470_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7470+SATELLITE: SATELLITE OBSERVATIONS - May 18, 2021
 AG7470
 AG7470  HISTORY     - Date     Condition        Report By
 AG7470  HISTORY     - 1977     MONUMENTED       NOS
 AG7470  HISTORY     - 1982     GOOD             FLDNR
 AG7470  HISTORY     - 20031019 GOOD             USPSQD
 AG7470  HISTORY     - 20070620 GOOD             FLDEP
 AG7470  HISTORY     - 20090619 GOOD             FL-057
 AG7470  HISTORY     - 20210518 GOOD             YOUNG
 AG7470
 AG7470                          STATION DESCRIPTION
 AG7470
 AG7470'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7470'0.25 MI NORTH FROM GIBSONTON.
 AG7470'THE MARK IS AT THE NORTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER
 AG7470'THE ALAFIA RIVER.  THE MARK IS NEAR THE NORTHEAST CORNER OF THE
 AG7470'BRIDGE, 18.3 FEET EAST OF THE CENTERLINE OF U.S. 41 NORTHBOUND
 AG7470'LANE, 9 FEET SOUTH OF THE NORTH END OF THE BRIDGE, AND 1 FOOT
 AG7470'WEST OF THE EAST EDGE OF THE BRIDGE.
 AG7470
 AG7470                          STATION RECOVERY (2003)
 AG7470
 AG7470'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7470'RECOVERED IN GOOD CONDITION.
 AG7470
 AG7470                          STATION RECOVERY (2007)
 AG7470
 AG7470'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7470'RECOVERED AS DESCRIBED.
 AG7470
 AG7470                          STATION RECOVERY (2009)
 AG7470
 AG7470'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2009 (JG)
 AG7470'RECOVERED IN GOOD CONDITION.
 AG7470
 AG7470                          STATION RECOVERY (2021)
 AG7470
 AG7470'RECOVERY NOTE BY GEORGE F YOUNG INCORPORATED 2021 (GSN)
 AG7470'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR6838 ***********************************************************************
 DR6838  DESIGNATION -  872 6609 F
 DR6838  PID         -  DR6838
 DR6838  STATE/COUNTY-  FL/HILLSBOROUGH
 DR6838  COUNTRY     -  US
 DR6838  USGS QUAD   -  GIBSONTON (2018)
 DR6838
 DR6838                         *CURRENT SURVEY CONTROL
 DR6838  ______________________________________________________________________
 DR6838* NAD 83(1986) POSITION- 27 51 40.83   (N) 082 23 05.44   (W)   HD_HELD1
 DR6838* NAVD 88 ORTHO HEIGHT -     2.071 (meters)        6.79  (feet) ADJUSTED
 DR6838  ______________________________________________________________________
 DR6838  GEOID HEIGHT    -        -24.990 (meters)                     GEOID18
 DR6838  DYNAMIC HEIGHT  -          2.068 (meters)        6.78  (feet) COMP
 DR6838  MODELED GRAVITY -    979,175.7   (mgal)                       NAVD 88
 DR6838
 DR6838  VERT ORDER      -  SECOND    CLASS I
 DR6838
 DR6838.The horizontal coordinates were determined by differentially corrected
 DR6838.hand held GPS observations or other comparable positioning techniques
 DR6838.and have an estimated accuracy of +/- 3 meters.
 DR6838
 DR6838.The orthometric height was determined by differential leveling and
 DR6838.adjusted by the NATIONAL GEODETIC SURVEY
 DR6838.in August 2021.
 DR6838
 DR6838.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR6838.GEOID18 height accuracy estimate available here.
 DR6838
 DR6838.Click photographs - Photos may exist for this station.
 DR6838
 DR6838.The dynamic height is computed by dividing the NAVD 88
 DR6838.geopotential number by the normal gravity value computed on the
 DR6838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR6838.degrees latitude (g = 980.6199 gals.).
 DR6838
 DR6838.The modeled gravity was interpolated from observed gravity values.
 DR6838
 DR6838;                    North         East    Units  Estimated Accuracy
 DR6838;SPC FL W     -   390,903.5     162,099.7     MT  (+/- 3 meters HH1 GPS) 
 DR6838
 DR6838_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6365782612(NAD 83)
 DR6838
 DR6838                          SUPERSEDED SURVEY CONTROL
 DR6838
 DR6838.No superseded survey control is available for this station.
 DR6838
 DR6838_MARKER: DV = VERTICAL CONTROL DISK
 DR6838_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR6838_STAMPING: 6609 F 2020
 DR6838_MARK LOGO: YOUNG
 DR6838_PROJECTION: RECESSED 9 CENTIMETERS
 DR6838_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR6838_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR6838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR6838+SATELLITE: SATELLITE OBSERVATIONS - December 10, 2020
 DR6838_ROD/PIPE-DEPTH: 7.2 meters
 DR6838
 DR6838  HISTORY     - Date     Condition        Report By
 DR6838  HISTORY     - 20201210 MONUMENTED       YOUNG
 DR6838
 DR6838                          STATION DESCRIPTION
 DR6838
 DR6838'DESCRIBED BY GEORGE F YOUNG INCORPORATED 2020 (GSN)
 DR6838'THE MARK IS ABOUT 0.25 MI (0.40 KM) NORTH OF GIBSONTON, IN SECTION 23,
 DR6838'TOWNSHIP 30 SOUTH, RANGE 19 EAST.   THE MARK IS AT THE PUBLIC PARK
 DR6838'(WILLIAMS PARK BOAT RAMP) ADJACENT TO THE NORTH END OF THE U.S.
 DR6838'HIGHWAY 41 BRIDGE OVER THE ALAFIAL RIVER, WEST OF THE ACCES ROAD.
 DR6838'
 DR6838'LOCATED 62.0 FT (18.9 M) NORTHEAST OF THE NORTHEAST CORNER OF A
 DR6838'CONCRETE SLAB PICNIC SHELTER, 58.0 FT (17.7 M) SOUTH OF A WOOD POWER
 DR6838'POLE # 27558_38238, 53.0 FT (16.2 M) WEST OF A CONCRETE POWERPOLE
 DR6838'#27563_38235, ABOUT 4.6 FT (1.4 M) EAST OF A CARSONITE WITNESS POST.
 DR6838'
 DR6838'NOTE -A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 23.5 FT
 DR6838'(7.2 M) WITH A FDEP LOGO CAP FLUSH WITH THE GROUND AND ABOUT 1.0 FT
 DR6838'(0.3 M) BELOW THE LEVEL OF THE ACCESS ROAD, THE DATUM POINT IS
 DR6838'RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE FDEP LOGO CAP.
 DR6838'
 DR6838'NOTE-A MAGNET WAS PLACED INSIDE OF THE FDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR7506 ***********************************************************************
 DR7506  DESIGNATION -  872 6609 G
 DR7506  PID         -  DR7506
 DR7506  STATE/COUNTY-  FL/HILLSBOROUGH
 DR7506  COUNTRY     -  US
 DR7506  USGS QUAD   -  GIBSONTON (2018)
 DR7506
 DR7506                         *CURRENT SURVEY CONTROL
 DR7506  ______________________________________________________________________
 DR7506* NAD 83(1986) POSITION- 27 51 24.91   (N) 082 22 55.02   (W)   HD_HELD1
 DR7506* NAVD 88 ORTHO HEIGHT -     1.979 (meters)        6.49  (feet) ADJUSTED
 DR7506  ______________________________________________________________________
 DR7506  GEOID HEIGHT    -        -24.989 (meters)                     GEOID18
 DR7506  DYNAMIC HEIGHT  -          1.976 (meters)        6.48  (feet) COMP
 DR7506  MODELED GRAVITY -    979,175.1   (mgal)                       NAVD 88
 DR7506
 DR7506  VERT ORDER      -  SECOND    CLASS I
 DR7506
 DR7506.The horizontal coordinates were determined by differentially corrected
 DR7506.hand held GPS observations or other comparable positioning techniques
 DR7506.and have an estimated accuracy of +/- 3 meters.
 DR7506
 DR7506.The orthometric height was determined by differential leveling and
 DR7506.adjusted by the NATIONAL GEODETIC SURVEY
 DR7506.in February 2022.
 DR7506
 DR7506.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR7506.GEOID18 height accuracy estimate available here.
 DR7506
 DR7506.Click photographs - Photos may exist for this station.
 DR7506
 DR7506.The dynamic height is computed by dividing the NAVD 88
 DR7506.geopotential number by the normal gravity value computed on the
 DR7506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR7506.degrees latitude (g = 980.6199 gals.).
 DR7506
 DR7506.The modeled gravity was interpolated from observed gravity values.
 DR7506
 DR7506;                    North         East    Units  Estimated Accuracy
 DR7506;SPC FL W     -   390,412.6     162,383.2     MT  (+/- 3 meters HH1 GPS) 
 DR7506
 DR7506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6393682119(NAD 83)
 DR7506
 DR7506                          SUPERSEDED SURVEY CONTROL
 DR7506
 DR7506.No superseded survey control is available for this station.
 DR7506
 DR7506_MARKER: F = FLANGE-ENCASED ROD
 DR7506_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR7506_STAMPING: 6609 G 2021
 DR7506_MARK LOGO: T2UES
 DR7506_PROJECTION: RECESSED 9 CENTIMETERS
 DR7506_MAGNETIC: N = NO MAGNETIC MATERIAL
 DR7506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR7506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR7506+SATELLITE: SATELLITE OBSERVATIONS - December 02, 2021
 DR7506_ROD/PIPE-DEPTH: 5.0 meters
 DR7506
 DR7506  HISTORY     - Date     Condition        Report By
 DR7506  HISTORY     - 20211202 MONUMENTED       T2UES
 DR7506
 DR7506                          STATION DESCRIPTION
 DR7506
 DR7506'DESCRIBED BY T2 UES, INC. 2021 (JNH)
 DR7506'THE MARK IS LOCATED ABOUT 7.8 MI (12.6 KM) SOUTHEAST OF TAMPA, 3.4 MI
 DR7506'(5.5 KM) WEST OF RIVERVIEW AND IN THE TOWN OF GIBSONTON, FL.
 DR7506'
 DR7506'TO REACH THE MARK FROM THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE
 DR7506'SPANNING THE ALAFIA RIVER, GO SOUTH ON US 41 0.20 MI (0.32 KM) TO THE
 DR7506'JUNCTION OF PENNSYLVANIA AVENUE, THENCE GO SOUTHEAST 200.00 FT (61.0
 DR7506'M) TO THE INTERSECTION OF PENNSYLVANNIA AVENUE AND INDIANA ST, THENCE
 DR7506'GO NORTHWEST ALONG INDIANA ST 0.15 MI (0.24 KM) TO THE JUNCTION OF
 DR7506'OHIO AVENUE, THENCE GO SOUTHEAST ALONG OHIO AVENUE 150.00 FT (45.7 M)
 DR7506'AND THE MARK IS ON THE LEFT.
 DR7506'
 DR7506'IT IS 38.4 FT (11.7 M) NORTHWEST OF A WOOD POWER POLE NUMBER 27648
 DR7506'38072, 36 FT (11.0 M) NORTH OF THE CENTERLINE OF OHIO AVENUE, 8 FT
 DR7506'(2.4 M) WEST OF THE CORNER OF A VINYL FENCE, 1 FT (0.3 M) SOUTH OF
 DR7506'VINYL FENCE, 1 FT (0.3 M) SOUTH OF A CARSONITE WITNESS POST AND ABOUT
 DR7506'0.30 FT (9 CM) LOWER THAN THE GROUND.
 DR7506'
 DR7506'NOTE-ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH (13 CM) LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7485 ***********************************************************************
 AG7485  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7485  DESIGNATION -  872 6612 A TIDAL
 AG7485  PID         -  AG7485
 AG7485  STATE/COUNTY-  FL/PINELLAS
 AG7485  COUNTRY     -  US
 AG7485  USGS QUAD   -  PORT TAMPA (2018)
 AG7485
 AG7485                         *CURRENT SURVEY CONTROL
 AG7485  ______________________________________________________________________
 AG7485* NAD 83(1986) POSITION- 27 51 48.     (N) 082 36 57.     (W)   SCALED
 AG7485* NAVD 88 ORTHO HEIGHT -     0.943 (meters)        3.09  (feet) ADJUSTED
 AG7485  ______________________________________________________________________
 AG7485  GEOID HEIGHT    -        -24.705 (meters)                     GEOID18
 AG7485  DYNAMIC HEIGHT  -          0.942 (meters)        3.09  (feet) COMP
 AG7485  MODELED GRAVITY -    979,181.0   (mgal)                       NAVD 88
 AG7485
 AG7485  VERT ORDER      -  SECOND    CLASS I
 AG7485
 AG7485.The horizontal coordinates were scaled from a map and have
 AG7485.an estimated accuracy of +/- 6 seconds.
 AG7485
 AG7485.The orthometric height was determined by differential leveling and
 AG7485.adjusted by the NATIONAL GEODETIC SURVEY
 AG7485.in June 1991.
 AG7485
 AG7485.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7485.GEOID18 height accuracy estimate available here.
 AG7485
 AG7485.This Tidal Bench Mark is designated as VM 10672
 AG7485.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7485
 AG7485.Click photographs - Photos may exist for this station.
 AG7485
 AG7485.The dynamic height is computed by dividing the NAVD 88
 AG7485.geopotential number by the normal gravity value computed on the
 AG7485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7485.degrees latitude (g = 980.6199 gals.).
 AG7485
 AG7485.The modeled gravity was interpolated from observed gravity values.
 AG7485
 AG7485;                    North         East    Units  Estimated Accuracy
 AG7485;SPC FL W     -   391,220.      139,350.      MT  (+/- 180 meters Scaled)
 AG7485
 AG7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL409831(NAD 83)
 AG7485
 AG7485                          SUPERSEDED SURVEY CONTROL
 AG7485
 AG7485  NGVD 29 (??/??/92)    1.206  (m)            3.96   (f) ADJ UNCH    2 1
 AG7485
 AG7485.Superseded values are not recommended for survey control.
 AG7485
 AG7485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7485.See file dsdata.pdf to determine how the superseded data were derived.
 AG7485
 AG7485_MARKER: DD = SURVEY DISK
 AG7485_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7485_SP_SET: SEAWALL
 AG7485_STAMPING: 6612 A 1976
 AG7485_MARK LOGO: NOS
 AG7485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7485+STABILITY: SURFACE MOTION
 AG7485
 AG7485  HISTORY     - Date     Condition        Report By
 AG7485  HISTORY     - 1976     MONUMENTED       NOS
 AG7485  HISTORY     - 1982     GOOD             FLDNR
 AG7485  HISTORY     - 19990216 MARK NOT FOUND   USPSQD
 AG7485  HISTORY     - 20010331 MARK NOT FOUND   NGS
 AG7485  HISTORY     - 20040406 MARK NOT FOUND   USPSQD
 AG7485
 AG7485                          STATION DESCRIPTION
 AG7485
 AG7485'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7485'IN ST PETERSBURG.
 AG7485'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AND
 AG7485'STATE ROAD 687 (4TH STREET NORTH), GO 1.35 MILES EAST ON GANDY
 AG7485'BOULEVARD TO SNUG HARBOR ROAD, GO SOUTH ON SNUG HARBOR ROAD TO ITS
 AG7485'END AND THE MARK.  THE MARK IS ON THE SEAWALL FOR SNUG HARBOR
 AG7485'DINGHYS, 65.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE OFFICE,
 AG7485'8.5 FEET EAST OF A WALL FOR A BOAT WORK TOOL SHED AND DOCK, AND 0.9
 AG7485'FOOT NORTH OF THE WATERS EDGE.
 AG7485
 AG7485                          STATION RECOVERY (1999)
 AG7485
 AG7485'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7485'MARK NOT FOUND.
 AG7485
 AG7485                          STATION RECOVERY (2001)
 AG7485
 AG7485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7485'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7485
 AG7485                          STATION RECOVERY (2004)
 AG7485
 AG7485'RECOVERY NOTE BY US POWER SQUADRON 2004
 AG7485'THE SEAWALL HAS DISINTEGRATED AND THERE IS NO EVIDENCE OF THE DISK ON
 AG7485'THE VISIBLE CHUNKS OF CONCRETE.  THIS STATION SHOULD BE CONSIDERED
 AG7485'DESTROYED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7484 ***********************************************************************
 AG7484  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7484  DESIGNATION -  872 6612 B TIDAL
 AG7484  PID         -  AG7484
 AG7484  STATE/COUNTY-  FL/PINELLAS
 AG7484  COUNTRY     -  US
 AG7484  USGS QUAD   -  PORT TAMPA (2018)
 AG7484
 AG7484                         *CURRENT SURVEY CONTROL
 AG7484  ______________________________________________________________________
 AG7484* NAD 83(1986) POSITION- 27 52 11.     (N) 082 37 02.     (W)   SCALED
 AG7484* NAVD 88 ORTHO HEIGHT -     1.531 (meters)        5.02  (feet) ADJUSTED
 AG7484  ______________________________________________________________________
 AG7484  GEOID HEIGHT    -        -24.712 (meters)                     GEOID18
 AG7484  DYNAMIC HEIGHT  -          1.528 (meters)        5.01  (feet) COMP
 AG7484  MODELED GRAVITY -    979,181.5   (mgal)                       NAVD 88
 AG7484
 AG7484  VERT ORDER      -  SECOND    CLASS I
 AG7484
 AG7484.The horizontal coordinates were scaled from a map and have
 AG7484.an estimated accuracy of +/- 6 seconds.
 AG7484
 AG7484.The orthometric height was determined by differential leveling and
 AG7484.adjusted by the NATIONAL GEODETIC SURVEY
 AG7484.in June 1991.
 AG7484
 AG7484.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7484.GEOID18 height accuracy estimate available here.
 AG7484
 AG7484.This Tidal Bench Mark is designated as VM 10673
 AG7484.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7484
 AG7484.Click photographs - Photos may exist for this station.
 AG7484
 AG7484.The dynamic height is computed by dividing the NAVD 88
 AG7484.geopotential number by the normal gravity value computed on the
 AG7484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7484.degrees latitude (g = 980.6199 gals.).
 AG7484
 AG7484.The modeled gravity was interpolated from observed gravity values.
 AG7484
 AG7484;                    North         East    Units  Estimated Accuracy
 AG7484;SPC FL W     -   391,930.      139,220.      MT  (+/- 180 meters Scaled)
 AG7484
 AG7484_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL407838(NAD 83)
 AG7484
 AG7484                          SUPERSEDED SURVEY CONTROL
 AG7484
 AG7484  NGVD 29 (??/??/92)    1.793  (m)            5.88   (f) ADJ UNCH    2 1
 AG7484
 AG7484.Superseded values are not recommended for survey control.
 AG7484
 AG7484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7484.See file dsdata.pdf to determine how the superseded data were derived.
 AG7484
 AG7484_MARKER: DD = SURVEY DISK
 AG7484_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7484_SP_SET: BOX DRAIN
 AG7484_STAMPING: 6612 B 1976
 AG7484_MARK LOGO: NOS
 AG7484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7484+STABILITY: SURFACE MOTION
 AG7484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7484+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2004
 AG7484
 AG7484  HISTORY     - Date     Condition        Report By
 AG7484  HISTORY     - 1976     MONUMENTED       NOS
 AG7484  HISTORY     - 1982     GOOD             FLDNR
 AG7484  HISTORY     - 19991116 GOOD             USPSQD
 AG7484  HISTORY     - 20010331 GOOD             NGS
 AG7484  HISTORY     - 20040406 GOOD             USPSQD
 AG7484
 AG7484                          STATION DESCRIPTION
 AG7484
 AG7484'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7484'IN ST PETERSBURG.
 AG7484'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AND
 AG7484'STATE ROAD 687 (4TH STREET NORTH), GO 1.4 MILES EAST ON GANDY
 AG7484'BOULEVARD TO THE MARK.  THE MARK IS SET IN THE NORTHEAST CORNER OF
 AG7484'A BOX DRAIN WITH IRON GRATING, 32 FEET SOUTH OF THE CENTERLINE OF
 AG7484'THE WESTBOUND LANE, 32 FEET NORTH OF THE CENTERLINE OF THE EASTBOUND
 AG7484'LANE, 189 FEET WEST OF THE EXTENDED CENTERLINE OF SAN FERNANDO
 AG7484'BOULEVARD, AND 149 FEET WEST OF A LINE OF RADIO TOWERS (WLCY).
 AG7484'THE MARK IS 3 FT BELOW ROAD.
 AG7484
 AG7484                          STATION RECOVERY (1999)
 AG7484
 AG7484'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7484'RECOVERED IN GOOD CONDITION.
 AG7484
 AG7484                          STATION RECOVERY (2001)
 AG7484
 AG7484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7484'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7484
 AG7484                          STATION RECOVERY (2004)
 AG7484
 AG7484'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG7484'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7483 ***********************************************************************
 AG7483  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7483  DESIGNATION -  872 6612 C TIDAL
 AG7483  PID         -  AG7483
 AG7483  STATE/COUNTY-  FL/PINELLAS
 AG7483  COUNTRY     -  US
 AG7483  USGS QUAD   -  PORT TAMPA (2018)
 AG7483
 AG7483                         *CURRENT SURVEY CONTROL
 AG7483  ______________________________________________________________________
 AG7483* NAD 83(1986) POSITION- 27 52 13.     (N) 082 36 59.     (W)   SCALED
 AG7483* NAVD 88 ORTHO HEIGHT -     1.514 (meters)        4.97  (feet) ADJUSTED
 AG7483  ______________________________________________________________________
 AG7483  GEOID HEIGHT    -        -24.714 (meters)                     GEOID18
 AG7483  DYNAMIC HEIGHT  -          1.512 (meters)        4.96  (feet) COMP
 AG7483  MODELED GRAVITY -    979,181.5   (mgal)                       NAVD 88
 AG7483
 AG7483  VERT ORDER      -  SECOND    CLASS I
 AG7483
 AG7483.The horizontal coordinates were scaled from a map and have
 AG7483.an estimated accuracy of +/- 6 seconds.
 AG7483
 AG7483.The orthometric height was determined by differential leveling and
 AG7483.adjusted by the NATIONAL GEODETIC SURVEY
 AG7483.in June 1991.
 AG7483
 AG7483.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7483.GEOID18 height accuracy estimate available here.
 AG7483
 AG7483.This Tidal Bench Mark is designated as VM 10674
 AG7483.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7483
 AG7483.Click photographs - Photos may exist for this station.
 AG7483
 AG7483.The dynamic height is computed by dividing the NAVD 88
 AG7483.geopotential number by the normal gravity value computed on the
 AG7483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7483.degrees latitude (g = 980.6199 gals.).
 AG7483
 AG7483.The modeled gravity was interpolated from observed gravity values.
 AG7483
 AG7483;                    North         East    Units  Estimated Accuracy
 AG7483;SPC FL W     -   391,990.      139,300.      MT  (+/- 180 meters Scaled)
 AG7483
 AG7483_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL408838(NAD 83)
 AG7483
 AG7483                          SUPERSEDED SURVEY CONTROL
 AG7483
 AG7483  NGVD 29 (??/??/92)    1.777  (m)            5.83   (f) ADJ UNCH    2 1
 AG7483
 AG7483.Superseded values are not recommended for survey control.
 AG7483
 AG7483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7483.See file dsdata.pdf to determine how the superseded data were derived.
 AG7483
 AG7483_MARKER: DD = SURVEY DISK
 AG7483_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7483_SP_SET: CULVERT HEADWALL
 AG7483_STAMPING: 6612 C 1976
 AG7483_MARK LOGO: NOS
 AG7483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7483+STABILITY: SURFACE MOTION
 AG7483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7483+SATELLITE: SATELLITE OBSERVATIONS - April 06, 2004
 AG7483
 AG7483  HISTORY     - Date     Condition        Report By
 AG7483  HISTORY     - 1976     MONUMENTED       NOS
 AG7483  HISTORY     - 1982     GOOD             FLDNR
 AG7483  HISTORY     - 19991116 GOOD             USPSQD
 AG7483  HISTORY     - 20010331 GOOD             NGS
 AG7483  HISTORY     - 20040406 GOOD             USPSQD
 AG7483
 AG7483                          STATION DESCRIPTION
 AG7483
 AG7483'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7483'IN ST PETERSBURG.
 AG7483'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 92 (GANDY BOULEVARD) AND
 AG7483'STATE ROAD 687 (4TH STREET NORTH), GO 1.45 MILES EAST ON GANDY
 AG7483'BOULEVARD TO THE JUNCTION OF SAN FERNANDO BOULEVARD AND THE MARK.
 AG7483'THE MARK IS DUE NORTH OF THE JUNCTION, 54.5 FEET EAST OF A LINE OF
 AG7483'RADIO TOWERS (WLCY), 43.8 FEET NORTHEAST OF LIGHT POLE 653, AND
 AG7483'SET IN THE TOP OF THE SOUTHWEST CORNER OF THE CULVERT.
 AG7483'THE MARK IS ABOVE LEVEL WITH ROAD.
 AG7483
 AG7483                          STATION RECOVERY (1999)
 AG7483
 AG7483'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7483'RECOVERED IN GOOD CONDITION.
 AG7483
 AG7483                          STATION RECOVERY (2001)
 AG7483
 AG7483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AG7483'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
 AG7483
 AG7483                          STATION RECOVERY (2004)
 AG7483
 AG7483'RECOVERY NOTE BY US POWER SQUADRON 2004 (KNB)
 AG7483'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7481 ***********************************************************************
 AG7481  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7481  DESIGNATION -  872 6614 A TIDAL
 AG7481  PID         -  AG7481
 AG7481  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7481  COUNTRY     -  US
 AG7481  USGS QUAD   -  RIVERVIEW (2018)
 AG7481
 AG7481                         *CURRENT SURVEY CONTROL
 AG7481  ______________________________________________________________________
 AG7481* NAD 83(1986) POSITION- 27 52 10.     (N) 082 19 34.     (W)   SCALED
 AG7481* NAVD 88 ORTHO HEIGHT -     4.048 (meters)       13.28  (feet) ADJUSTED
 AG7481  ______________________________________________________________________
 AG7481  GEOID HEIGHT    -        -25.048 (meters)                     GEOID18
 AG7481  DYNAMIC HEIGHT  -          4.042 (meters)       13.26  (feet) COMP
 AG7481  MODELED GRAVITY -    979,175.7   (mgal)                       NAVD 88
 AG7481
 AG7481  VERT ORDER      -  SECOND    CLASS I
 AG7481
 AG7481.The horizontal coordinates were scaled from a map and have
 AG7481.an estimated accuracy of +/- 6 seconds.
 AG7481
 AG7481.The orthometric height was determined by differential leveling and
 AG7481.adjusted by the NATIONAL GEODETIC SURVEY
 AG7481.in June 1991.
 AG7481
 AG7481.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7481.GEOID18 height accuracy estimate available here.
 AG7481
 AG7481.This Tidal Bench Mark is designated as VM 6623
 AG7481.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7481
 AG7481.Click photographs - Photos may exist for this station.
 AG7481
 AG7481.The dynamic height is computed by dividing the NAVD 88
 AG7481.geopotential number by the normal gravity value computed on the
 AG7481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7481.degrees latitude (g = 980.6199 gals.).
 AG7481
 AG7481.The modeled gravity was interpolated from observed gravity values.
 AG7481
 AG7481;                    North         East    Units  Estimated Accuracy
 AG7481;SPC FL W     -   391,790.      167,890.      MT  (+/- 180 meters Scaled)
 AG7481
 AG7481_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL694834(NAD 83)
 AG7481
 AG7481                          SUPERSEDED SURVEY CONTROL
 AG7481
 AG7481.No superseded survey control is available for this station.
 AG7481
 AG7481_MARKER: DD = SURVEY DISK
 AG7481_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7481_SP_SET: BRIDGE ABUTMENT FOUNDATION
 AG7481_STAMPING: 6614 A 1977
 AG7481_MARK LOGO: NOS
 AG7481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7481
 AG7481  HISTORY     - Date     Condition        Report By
 AG7481  HISTORY     - 1977     MONUMENTED       NOS
 AG7481  HISTORY     - 1982     GOOD             FLDNR
 AG7481  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 AG7481  HISTORY     - 20070803 MARK NOT FOUND   FLDEP
 AG7481
 AG7481                          STATION DESCRIPTION
 AG7481
 AG7481'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7481'IN RIVERVIEW.
 AG7481'THE MARK IS IN RIVERVIEW AT THE NORTHEAST CORNER OF THE U.S.
 AG7481'HIGHWAY 301 BRIDGE OVER THE ALAFIA RIVER, 26.4 FEET EAST OF THE
 AG7481'CENTERLINE OF U.S. 301, 1.4 FEET WEST OF THE WEST EDGE OF THE
 AG7481'ABUTMENT FOUNDATION, AND 6 FEET EAST OF THE EAST EDGE OF THE
 AG7481'BRIDGE.
 AG7481'THE MARK IS 6 FT BELOW HIGHWAY.
 AG7481
 AG7481                          STATION RECOVERY (2003)
 AG7481
 AG7481'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7481'MARK NOT FOUND. SITE LOCATED. A NEW U.S. HIGHWAY 301 BRIDGE OVER THE
 AG7481'ALAFIA RIVER HAS BEEN CONSTRUCTED IN 1989.  THE BRIDGE HAS BEEN
 AG7481'WIDENED AND THE MARK WAS NOT RESET.  THIS MARK SHOULD BE DECLARED
 AG7481'DESTROYED.
 AG7481
 AG7481                          STATION RECOVERY (2007)
 AG7481
 AG7481'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7481'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7480 ***********************************************************************
 AG7480  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7480  DESIGNATION -  872 6614 B TIDAL
 AG7480  PID         -  AG7480
 AG7480  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7480  COUNTRY     -  US
 AG7480  USGS QUAD   -  RIVERVIEW (2018)
 AG7480
 AG7480                         *CURRENT SURVEY CONTROL
 AG7480  ______________________________________________________________________
 AG7480* NAD 83(1986) POSITION- 27 52 10.     (N) 082 19 36.     (W)   SCALED
 AG7480* NAVD 88 ORTHO HEIGHT -     5.586 (meters)       18.33  (feet) ADJUSTED
 AG7480  ______________________________________________________________________
 AG7480  GEOID HEIGHT    -        -25.047 (meters)                     GEOID18
 AG7480  DYNAMIC HEIGHT  -          5.578 (meters)       18.30  (feet) COMP
 AG7480  MODELED GRAVITY -    979,175.7   (mgal)                       NAVD 88
 AG7480
 AG7480  VERT ORDER      -  SECOND    CLASS I
 AG7480
 AG7480.The horizontal coordinates were scaled from a map and have
 AG7480.an estimated accuracy of +/- 6 seconds.
 AG7480
 AG7480.The orthometric height was determined by differential leveling and
 AG7480.adjusted by the NATIONAL GEODETIC SURVEY
 AG7480.in June 1991.
 AG7480
 AG7480.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7480.GEOID18 height accuracy estimate available here.
 AG7480
 AG7480.This Tidal Bench Mark is designated as VM 6624
 AG7480.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7480
 AG7480.Click photographs - Photos may exist for this station.
 AG7480
 AG7480.The dynamic height is computed by dividing the NAVD 88
 AG7480.geopotential number by the normal gravity value computed on the
 AG7480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7480.degrees latitude (g = 980.6199 gals.).
 AG7480
 AG7480.The modeled gravity was interpolated from observed gravity values.
 AG7480
 AG7480;                    North         East    Units  Estimated Accuracy
 AG7480;SPC FL W     -   391,790.      167,830.      MT  (+/- 180 meters Scaled)
 AG7480
 AG7480_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL693834(NAD 83)
 AG7480
 AG7480                          SUPERSEDED SURVEY CONTROL
 AG7480
 AG7480.No superseded survey control is available for this station.
 AG7480
 AG7480_MARKER: DD = SURVEY DISK
 AG7480_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7480_SP_SET: BRIDGE ABUTMENT WINGWALL
 AG7480_STAMPING: 6614 B 1977
 AG7480_MARK LOGO: NOS
 AG7480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7480
 AG7480  HISTORY     - Date     Condition        Report By
 AG7480  HISTORY     - 1977     MONUMENTED       NOS
 AG7480  HISTORY     - 1982     GOOD             FLDNR
 AG7480  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 AG7480  HISTORY     - 20070803 MARK NOT FOUND   FLDEP
 AG7480
 AG7480                          STATION DESCRIPTION
 AG7480
 AG7480'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7480'IN RIVERVIEW.
 AG7480'THE MARK IS IN RIVERVIEW AT THE NORTHWEST CORNER OF THE U.S.
 AG7480'HIGHWAY 301 BRIDGE OVER THE ALAFIA RIVER, 21.5 FEET WEST OF THE
 AG7480'CENTERLINE OF U.S. 301, 6.1 FEET EAST OF THE WEST END OF THE
 AG7480'WINGWALL, AND 0.7 FOOT WEST OF THE BRIDGE RAIL.
 AG7480'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 AG7480
 AG7480                          STATION RECOVERY (2003)
 AG7480
 AG7480'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7480'MARK NOT FOUND. SITE LOCATED. A NEW U.S. HIGHWAY 301 BRIDGE OVER THE
 AG7480'ALAFIA RIVER HAS BEEN CONSTRUCTED IN 1989.  THE BRIDGE HAS BEEN
 AG7480'WIDENED AND THE MARK WAS NOT RESET.  THIS MARK SHOULD BE DECLARED
 AG7480'DESTROYED.
 AG7480
 AG7480                          STATION RECOVERY (2007)
 AG7480
 AG7480'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7480'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7482 ***********************************************************************
 AG7482  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7482  DESIGNATION -  872 6614 C TIDAL
 AG7482  PID         -  AG7482
 AG7482  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7482  COUNTRY     -  US
 AG7482  USGS QUAD   -  RIVERVIEW (2018)
 AG7482
 AG7482                         *CURRENT SURVEY CONTROL
 AG7482  ______________________________________________________________________
 AG7482* NAD 83(1986) POSITION- 27 52 13.     (N) 082 19 31.     (W)   SCALED
 AG7482* NAVD 88 ORTHO HEIGHT -     1.577 (meters)        5.17  (feet) ADJUSTED
 AG7482  ______________________________________________________________________
 AG7482  GEOID HEIGHT    -        -25.049 (meters)                     GEOID18
 AG7482  DYNAMIC HEIGHT  -          1.575 (meters)        5.17  (feet) COMP
 AG7482  MODELED GRAVITY -    979,175.8   (mgal)                       NAVD 88
 AG7482
 AG7482  VERT ORDER      -  SECOND    CLASS I
 AG7482
 AG7482.The horizontal coordinates were scaled from a map and have
 AG7482.an estimated accuracy of +/- 6 seconds.
 AG7482
 AG7482.The orthometric height was determined by differential leveling and
 AG7482.adjusted by the NATIONAL GEODETIC SURVEY
 AG7482.in June 1991.
 AG7482
 AG7482.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7482.GEOID18 height accuracy estimate available here.
 AG7482
 AG7482.This Tidal Bench Mark is designated as VM 6625
 AG7482.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7482
 AG7482.Click photographs - Photos may exist for this station.
 AG7482
 AG7482.The dynamic height is computed by dividing the NAVD 88
 AG7482.geopotential number by the normal gravity value computed on the
 AG7482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7482.degrees latitude (g = 980.6199 gals.).
 AG7482
 AG7482.The modeled gravity was interpolated from observed gravity values.
 AG7482
 AG7482;                    North         East    Units  Estimated Accuracy
 AG7482;SPC FL W     -   391,880.      167,970.      MT  (+/- 180 meters Scaled)
 AG7482
 AG7482_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL695835(NAD 83)
 AG7482
 AG7482                          SUPERSEDED SURVEY CONTROL
 AG7482
 AG7482.No superseded survey control is available for this station.
 AG7482
 AG7482_MARKER: DD = SURVEY DISK
 AG7482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7482_STAMPING: 6614 C 1977
 AG7482_MARK LOGO: NOS
 AG7482_PROJECTION: FLUSH
 AG7482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7482+STABILITY: SURFACE MOTION
 AG7482
 AG7482  HISTORY     - Date     Condition        Report By
 AG7482  HISTORY     - 1977     MONUMENTED       NOS
 AG7482  HISTORY     - 1982     GOOD             FLDNR
 AG7482  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 AG7482  HISTORY     - 20070803 MARK NOT FOUND   FLDEP
 AG7482
 AG7482                          STATION DESCRIPTION
 AG7482
 AG7482'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7482'IN RIVERVIEW.
 AG7482'THE MARK IS IN RIVERVIEW ON THE PROPERTY OF THE GLEN D. LITKE
 AG7482'AUTO SALVAGE COMPANY, JUST NORTHEAST OF THE NORTH END OF THE
 AG7482'U.S. HIGHWAY 301 BRIDGE OVER THE ALAFIA RIVER.  THE MARK BEARS
 AG7482'41.5 FEET NORTH-NORTHEAST OF THE NORTH END OF A WOODEN WALKWAY
 AG7482'TO A DOCK, 46.8 FEET WEST OF A FENCE, 1.7 FEET SOUTH OF THE
 AG7482'SOUTHEAST CORNER OF A TIN BUILDING, AND 61.5 FEET NORTHEAST
 AG7482'OF THE SOUTHEAST CORNER OF A WOOD FRAME HOUSE.
 AG7482
 AG7482                          STATION RECOVERY (2003)
 AG7482
 AG7482'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7482'MARK NOT FOUND. SITE LOCATED. THE AUTO SALVAGE CO NO LONGER EXISTS AT
 AG7482'THE NORTH END OF THE U.S.HIGHWAY 301 BRIDGE OVER THE ALAFIA RIVER.  NO
 AG7482'WOODEN WALKWAY TO A DOCK EXISTS. THE SITE IS NOW THE UNITED METHODIST
 AG7482'CHURCH GROUNDS. THIS MARK SHOULD BE DECLARED DESTROYED.
 AG7482
 AG7482                          STATION RECOVERY (2007)
 AG7482
 AG7482'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7482'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7479 ***********************************************************************
 AG7479  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7479  DESIGNATION -  872 6614 E TIDAL
 AG7479  PID         -  AG7479
 AG7479  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7479  COUNTRY     -  US
 AG7479  USGS QUAD   -  RIVERVIEW (2018)
 AG7479
 AG7479                         *CURRENT SURVEY CONTROL
 AG7479  ______________________________________________________________________
 AG7479* NAD 83(1986) POSITION- 27 52 15.     (N) 082 19 35.     (W)   SCALED
 AG7479* NAVD 88 ORTHO HEIGHT -     3.826 (meters)       12.55  (feet) ADJUSTED
 AG7479  ______________________________________________________________________
 AG7479  GEOID HEIGHT    -        -25.049 (meters)                     GEOID18
 AG7479  DYNAMIC HEIGHT  -          3.820 (meters)       12.53  (feet) COMP
 AG7479  MODELED GRAVITY -    979,175.9   (mgal)                       NAVD 88
 AG7479
 AG7479  VERT ORDER      -  SECOND    CLASS I
 AG7479
 AG7479.The horizontal coordinates were scaled from a map and have
 AG7479.an estimated accuracy of +/- 6 seconds.
 AG7479
 AG7479.The orthometric height was determined by differential leveling and
 AG7479.adjusted by the NATIONAL GEODETIC SURVEY
 AG7479.in June 1991.
 AG7479
 AG7479.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7479.GEOID18 height accuracy estimate available here.
 AG7479
 AG7479.This Tidal Bench Mark is designated as VM 6626
 AG7479.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7479
 AG7479.Click photographs - Photos may exist for this station.
 AG7479
 AG7479.The dynamic height is computed by dividing the NAVD 88
 AG7479.geopotential number by the normal gravity value computed on the
 AG7479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7479.degrees latitude (g = 980.6199 gals.).
 AG7479
 AG7479.The modeled gravity was interpolated from observed gravity values.
 AG7479
 AG7479;                    North         East    Units  Estimated Accuracy
 AG7479;SPC FL W     -   391,940.      167,860.      MT  (+/- 180 meters Scaled)
 AG7479
 AG7479_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL694836(NAD 83)
 AG7479
 AG7479                          SUPERSEDED SURVEY CONTROL
 AG7479
 AG7479.No superseded survey control is available for this station.
 AG7479
 AG7479_MARKER: DD = SURVEY DISK
 AG7479_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7479_SP_SET: CURB DRAIN
 AG7479_STAMPING: 6614 E 1977
 AG7479_MARK LOGO: NOS
 AG7479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7479
 AG7479  HISTORY     - Date     Condition        Report By
 AG7479  HISTORY     - 1977     MONUMENTED       NOS
 AG7479  HISTORY     - 1982     GOOD             FLDNR
 AG7479  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 AG7479  HISTORY     - 20070803 MARK NOT FOUND   FLDEP
 AG7479
 AG7479                          STATION DESCRIPTION
 AG7479
 AG7479'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7479'IN RIVERVIEW.
 AG7479'THE MARK IS IN RIVERVIEW ALONG U.S. HIGHWAY 301 IN FRONT OF GLEN
 AG7479'D. LITKE AUTO SALVAGE, 26.8 FEET EAST OF THE CENTERLINE OF U.S.
 AG7479'301, 40.2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BIKE PARTS
 AG7479'SUPPLY BUILDING, AND 37 FEET SOUTHWEST OF A POWER POLE.
 AG7479
 AG7479                          STATION RECOVERY (2003)
 AG7479
 AG7479'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7479'MARK NOT FOUND. SITE LOCATED. THE AUTO SALVAGE CO AND BIKE PARTS
 AG7479'SUPPLY BUILDING NO LONGER EXIST AT THE SITE. U.S.HIGHWAY 301 HAS BEEN
 AG7479'WIDENED. SITE IS NOW BENEATH THE ROADWAY. THIS MARK SHOULD BE DECLARED
 AG7479'DESTROYED.
 AG7479
 AG7479                          STATION RECOVERY (2007)
 AG7479
 AG7479'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7479'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7478 ***********************************************************************
 AG7478  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7478  DESIGNATION -  872 6614 F TIDAL
 AG7478  PID         -  AG7478
 AG7478  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7478  COUNTRY     -  US
 AG7478  USGS QUAD   -  RIVERVIEW (2018)
 AG7478
 AG7478                         *CURRENT SURVEY CONTROL
 AG7478  ______________________________________________________________________
 AG7478* NAD 83(1986) POSITION- 27 52 19.     (N) 082 19 34.     (W)   SCALED
 AG7478* NAVD 88 ORTHO HEIGHT -     4.507 (meters)       14.79  (feet) ADJUSTED
 AG7478  ______________________________________________________________________
 AG7478  GEOID HEIGHT    -        -25.050 (meters)                     GEOID18
 AG7478  DYNAMIC HEIGHT  -          4.501 (meters)       14.77  (feet) COMP
 AG7478  MODELED GRAVITY -    979,176.0   (mgal)                       NAVD 88
 AG7478
 AG7478  VERT ORDER      -  SECOND    CLASS I
 AG7478
 AG7478.The horizontal coordinates were scaled from a map and have
 AG7478.an estimated accuracy of +/- 6 seconds.
 AG7478
 AG7478.The orthometric height was determined by differential leveling and
 AG7478.adjusted by the NATIONAL GEODETIC SURVEY
 AG7478.in June 1991.
 AG7478
 AG7478.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7478.GEOID18 height accuracy estimate available here.
 AG7478
 AG7478.This Tidal Bench Mark is designated as VM 6627
 AG7478.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7478
 AG7478.Click photographs - Photos may exist for this station.
 AG7478
 AG7478.The dynamic height is computed by dividing the NAVD 88
 AG7478.geopotential number by the normal gravity value computed on the
 AG7478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7478.degrees latitude (g = 980.6199 gals.).
 AG7478
 AG7478.The modeled gravity was interpolated from observed gravity values.
 AG7478
 AG7478;                    North         East    Units  Estimated Accuracy
 AG7478;SPC FL W     -   392,060.      167,890.      MT  (+/- 180 meters Scaled)
 AG7478
 AG7478_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL694837(NAD 83)
 AG7478
 AG7478                          SUPERSEDED SURVEY CONTROL
 AG7478
 AG7478.No superseded survey control is available for this station.
 AG7478
 AG7478_MARKER: DD = SURVEY DISK
 AG7478_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7478_SP_SET: CURB DRAIN
 AG7478_STAMPING: 6614 F 1977
 AG7478_MARK LOGO: NOS
 AG7478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7478
 AG7478  HISTORY     - Date     Condition        Report By
 AG7478  HISTORY     - 1977     MONUMENTED       NOS
 AG7478  HISTORY     - 1982     GOOD             FLDNR
 AG7478  HISTORY     - 20031019 MARK NOT FOUND   USPSQD
 AG7478  HISTORY     - 20070803 MARK NOT FOUND   FLDEP
 AG7478
 AG7478                          STATION DESCRIPTION
 AG7478
 AG7478'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7478'IN RIVERVIEW.
 AG7478'THE MARK IS IN RIVERVIEW AT THE INTERSECTION OF U.S. HIGHWAY 301
 AG7478'AND RIVERVIEW DRIVE.  THE MARK BEARS 32.1 FEET EAST OF THE
 AG7478'CENTERLINE OF U.S. 301, 41 FEET NORTH OF THE CENTERLINE OF RIVERVIEW
 AG7478'DRIVE, 23.6 FEET WEST OF A TELEPHONE POLE, 9 FEET WEST-SOUTHWEST OF
 AG7478'A TRAFFIC LIGHT POLE 0735, AND 21.8 FEET WEST-NORTHWEST OF BENCH
 AG7478'MARK F 132 1954 16.623.
 AG7478
 AG7478                          STATION RECOVERY (2003)
 AG7478
 AG7478'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7478'MARK NOT FOUND. SITE LOCATED. TELEPHONE POLE AND TRAFFIC LIGHT POLE NO
 AG7478'LONGER EXIST AT THE INTERSECTION OF U.S. HIGHWAY 301 AND RIVERVIEW
 AG7478'DRIVE.  U.S. HIGHWAY 301 HAS BEEN WIDENED AND THE LANES EXTENDED.  THE
 AG7478'SITE OF THE MARK IS NOW BENEATH THE HIGHWAY. THIS MARK SHOULD BE
 AG7478'DECLARED DESTROYED.
 AG7478
 AG7478                          STATION RECOVERY (2007)
 AG7478
 AG7478'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7478'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1818 ***********************************************************************
 DL1818  DESIGNATION -  872 6614 G TIDAL
 DL1818  PID         -  DL1818
 DL1818  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1818  COUNTRY     -  US
 DL1818  USGS QUAD   -  RIVERVIEW (2018)
 DL1818
 DL1818                         *CURRENT SURVEY CONTROL
 DL1818  ______________________________________________________________________
 DL1818* NAD 83(1986) POSITION- 27 52 10.47   (N) 082 19 35.33   (W)   HD_HELD1
 DL1818* NAVD 88 ORTHO HEIGHT -     6.318 (meters)       20.73  (feet) ADJUSTED
 DL1818  ______________________________________________________________________
 DL1818  GEOID HEIGHT    -        -25.048 (meters)                     GEOID18
 DL1818  DYNAMIC HEIGHT  -          6.309 (meters)       20.70  (feet) COMP
 DL1818  MODELED GRAVITY -    979,175.7   (mgal)                       NAVD 88
 DL1818
 DL1818  VERT ORDER      -  FIRST     CLASS II
 DL1818
 DL1818.The horizontal coordinates were determined by differentially corrected
 DL1818.hand held GPS observations or other comparable positioning techniques
 DL1818.and have an estimated accuracy of +/- 3 meters.
 DL1818
 DL1818.The orthometric height was determined by differential leveling and
 DL1818.adjusted by the NATIONAL GEODETIC SURVEY
 DL1818.in July 2009.
 DL1818
 DL1818.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1818.GEOID18 height accuracy estimate available here.
 DL1818
 DL1818.Click photographs - Photos may exist for this station.
 DL1818
 DL1818.The dynamic height is computed by dividing the NAVD 88
 DL1818.geopotential number by the normal gravity value computed on the
 DL1818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1818.degrees latitude (g = 980.6199 gals.).
 DL1818
 DL1818.The modeled gravity was interpolated from observed gravity values.
 DL1818
 DL1818;                    North         East    Units  Estimated Accuracy
 DL1818;SPC FL W     -   391,799.2     167,850.0     MT  (+/- 3 meters HH1 GPS) 
 DL1818
 DL1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6941383461(NAD 83)
 DL1818
 DL1818                          SUPERSEDED SURVEY CONTROL
 DL1818
 DL1818.No superseded survey control is available for this station.
 DL1818
 DL1818_MARKER: DB = BENCH MARK DISK
 DL1818_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL1818_SP_SET: GUARDRIAL
 DL1818_STAMPING: 6614 G 1988
 DL1818_MARK LOGO: NOS
 DL1818_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1818_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1818+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2007
 DL1818
 DL1818  HISTORY     - Date     Condition        Report By
 DL1818  HISTORY     - 1988     MONUMENTED       FLDNR
 DL1818  HISTORY     - 20070927 GOOD             FLDEP
 DL1818
 DL1818                          STATION DESCRIPTION
 DL1818
 DL1818'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DL1818'THE MARK IS IN RIVERVIEW, IN SECTION 17, TOWNSHIP 30 SOUTH, RANGE 20
 DL1818'EAST.
 DL1818'
 DL1818'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND THE SOUTH
 DL1818'END OF THE BRIDGE SPANNING THE ALAFIA RIVER ON THE NORTH SIDE OF
 DL1818'GIBSONTON, GO NORTH-NORTHWEST ON U.S. HIGHWAY 41 FOR 0.5 MI (0.8 KM)
 DL1818'TO THE JUNCTION OF RIVERVIEW DRIVE, TURN RIGHT ON RIVERVIEW DRIVE AND
 DL1818'GO EAST FOR 2.3 MI (3.7 KM) TO THE INTERSTATE I-75 OVERPASS, CONTINUE
 DL1818'EAST-NORTHEAST ON RIVERVIEW DRIVE FOR 1.7 MI (2.7 KM) TO THE
 DL1818'INTERSECTION OF U.S. HIGHWAY 301 IN RIVERVIEW, TURN RIGHT ON U.S.
 DL1818'HIGHWAY 301 AND GO SOUTH FOR 0.15 MI (0.2 KM) TO THE W.T. WILLIAMS
 DL1818'BRIDGE SPANNING THE ALAFIA RIVER AND THE MARK ON THE LEFT, A NOS BENCH
 DL1818'MARK DISK SET FLUSH IN THE TOP OF THE GUARDRAIL AT THE NORTHEAST
 DL1818'CORNER OF THE BRIDGE AND 2.7 FT (0.8 M) ABOVE THE THE LEVEL OF OF U.S.
 DL1818'HIGHWAY 301.
 DL1818'
 DL1818'LOCATED 24.5 FT (7.5 M) SOUTH OF THE NORTH END OF THE CONCRETE RAIL,
 DL1818'12.0 FT (3.7 M) EAST OF THE CENTERLINE OF THE EASTERNMOST NORTHBOUND
 DL1818'LANE OF U.S. HIGHWAY 301 AND 6.0 FT (1.8 M) WEST OF THE EAST EDGE OF
 DL1818'THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1819 ***********************************************************************
 DL1819  DESIGNATION -  872 6614 H TIDAL
 DL1819  PID         -  DL1819
 DL1819  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1819  COUNTRY     -  US
 DL1819  USGS QUAD   -  RIVERVIEW (2018)
 DL1819
 DL1819                         *CURRENT SURVEY CONTROL
 DL1819  ______________________________________________________________________
 DL1819* NAD 83(1986) POSITION- 27 52 05.86   (N) 082 19 35.29   (W)   HD_HELD1
 DL1819* NAVD 88 ORTHO HEIGHT -     6.416 (meters)       21.05  (feet) ADJUSTED
 DL1819  ______________________________________________________________________
 DL1819  GEOID HEIGHT    -        -25.046 (meters)                     GEOID18
 DL1819  DYNAMIC HEIGHT  -          6.407 (meters)       21.02  (feet) COMP
 DL1819  MODELED GRAVITY -    979,175.5   (mgal)                       NAVD 88
 DL1819
 DL1819  VERT ORDER      -  FIRST     CLASS II
 DL1819
 DL1819.The horizontal coordinates were determined by differentially corrected
 DL1819.hand held GPS observations or other comparable positioning techniques
 DL1819.and have an estimated accuracy of +/- 3 meters.
 DL1819
 DL1819.The orthometric height was determined by differential leveling and
 DL1819.adjusted by the NATIONAL GEODETIC SURVEY
 DL1819.in July 2009.
 DL1819
 DL1819.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1819.GEOID18 height accuracy estimate available here.
 DL1819
 DL1819.Click photographs - Photos may exist for this station.
 DL1819
 DL1819.The dynamic height is computed by dividing the NAVD 88
 DL1819.geopotential number by the normal gravity value computed on the
 DL1819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1819.degrees latitude (g = 980.6199 gals.).
 DL1819
 DL1819.The modeled gravity was interpolated from observed gravity values.
 DL1819
 DL1819;                    North         East    Units  Estimated Accuracy
 DL1819;SPC FL W     -   391,657.3     167,850.7     MT  (+/- 3 meters HH1 GPS) 
 DL1819
 DL1819_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6941383319(NAD 83)
 DL1819
 DL1819                          SUPERSEDED SURVEY CONTROL
 DL1819
 DL1819.No superseded survey control is available for this station.
 DL1819
 DL1819_MARKER: DB = BENCH MARK DISK
 DL1819_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL1819_SP_SET: GUARDRAIL
 DL1819_STAMPING: 6614 H 1988
 DL1819_MARK LOGO: NOS
 DL1819_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1819+SATELLITE: SATELLITE OBSERVATIONS - September 27, 2007
 DL1819
 DL1819  HISTORY     - Date     Condition        Report By
 DL1819  HISTORY     - 1988     MONUMENTED       FLDNR
 DL1819  HISTORY     - 20070927 GOOD             FLDEP
 DL1819
 DL1819                          STATION DESCRIPTION
 DL1819
 DL1819'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DL1819'THE MARK IS IN RIVERVIEW, IN SECTION 17, TOWNSHIP 30 SOUTH, RANGE 20
 DL1819'EAST.
 DL1819'
 DL1819'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND THE SOUTH
 DL1819'END OF THE BRIDGE SPANNING THE ALAFIA RIVER ON THE NORTH SIDE OF
 DL1819'GIBSONTON, GO NORTH-NORTHWEST ON U.S. HIGHWAY 41 FOR 0.5 MI (0.8 KM)
 DL1819'TO THE JUNCTION OF RIVERVIEW DRIVE ON THE RIGHT, TURN RIGHT ON
 DL1819'RIVERVIEW DRIVE AND GO EAST FOR 2.3 MI (3.7 KM) TO THE INTERSTATE I-75
 DL1819'OVERPASS, CONTINUE EAST-NORTHEAST ON RIVERVIEW DRIVE FOR 1.7 MI (2.7
 DL1819'KM) TO THE INTERSECTION OF U.S. HIGHWAY 301 IN RIVERVIEW, TURN RIGHT
 DL1819'ON U.S. HIGHWAY 301 AND GO SOUTH FOR 0.25 MI (0.4 KM) TO THE SOUTH END
 DL1819'OF THE W.T. WILLIAMS BRIDGE SPANNING THE ALAFIA RIVER AND THE MARK ON
 DL1819'THE LEFT, A NOS BENCH MARK DISK SET FLUSH IN THE TOP OF THE GUARDRAIL
 DL1819'AT THE SOUTHEAST CORNER OF THE BRIDGE AND 2.7 FT (0.8 M) ABOVE THE
 DL1819'LEVEL OF U.S. HIGHWAY 301.
 DL1819'
 DL1819'LOCATED 24.0 FT (7.3 M) NORTH OF THE SOUTH END OF THE CONCRETE RAIL,
 DL1819'12.0 FT (3.7 M) EAST OF THE CENTERLINE OF THE EASTERNMOST NORTHBOUND
 DL1819'LANE OF U.S. HIGHWAY 301 AND 5.8 FT (1.8 M) WEST OF THE EAST EDGE OF
 DL1819'THE BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1820 ***********************************************************************
 DL1820  DESIGNATION -  872 6614 J TIDAL
 DL1820  PID         -  DL1820
 DL1820  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1820  COUNTRY     -  US
 DL1820  USGS QUAD   -  RIVERVIEW (2018)
 DL1820
 DL1820                         *CURRENT SURVEY CONTROL
 DL1820  ______________________________________________________________________
 DL1820* NAD 83(1986) POSITION- 27 52 17.     (N) 082 19 45.     (W)   SCALED
 DL1820* NAVD 88 ORTHO HEIGHT -     4.282 (meters)       14.05  (feet) ADJUSTED
 DL1820  ______________________________________________________________________
 DL1820  GEOID HEIGHT    -        -25.047 (meters)                     GEOID18
 DL1820  DYNAMIC HEIGHT  -          4.275 (meters)       14.03  (feet) COMP
 DL1820  MODELED GRAVITY -    979,176.0   (mgal)                       NAVD 88
 DL1820
 DL1820  VERT ORDER      -  FIRST     CLASS II
 DL1820
 DL1820.The horizontal coordinates were scaled from a map and have
 DL1820.an estimated accuracy of +/- 6 seconds.
 DL1820
 DL1820.The orthometric height was determined by differential leveling and
 DL1820.adjusted by the NATIONAL GEODETIC SURVEY
 DL1820.in July 2009.
 DL1820
 DL1820.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1820.GEOID18 height accuracy estimate available here.
 DL1820
 DL1820.Click photographs - Photos may exist for this station.
 DL1820
 DL1820.The dynamic height is computed by dividing the NAVD 88
 DL1820.geopotential number by the normal gravity value computed on the
 DL1820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1820.degrees latitude (g = 980.6199 gals.).
 DL1820
 DL1820.The modeled gravity was interpolated from observed gravity values.
 DL1820
 DL1820;                    North         East    Units  Estimated Accuracy
 DL1820;SPC FL W     -   392,000.      167,590.      MT  (+/- 180 meters Scaled)
 DL1820
 DL1820_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL691836(NAD 83)
 DL1820
 DL1820                          SUPERSEDED SURVEY CONTROL
 DL1820
 DL1820.No superseded survey control is available for this station.
 DL1820
 DL1820_MARKER: DB = BENCH MARK DISK
 DL1820_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 DL1820_SP_SET: FLAGPOLE BASE
 DL1820_STAMPING: 6614 J 1988
 DL1820_MARK LOGO: NOS
 DL1820_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1820+STABILITY: SURFACE MOTION
 DL1820_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1820+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 DL1820
 DL1820  HISTORY     - Date     Condition        Report By
 DL1820  HISTORY     - 1988     MONUMENTED       FLDNR
 DL1820  HISTORY     - 20071009 GOOD             FLDEP
 DL1820
 DL1820                          STATION DESCRIPTION
 DL1820
 DL1820'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DL1820'THE MARK IS IN RIVERVIEW, IN SECTION 17, TOWNSHIP 30 SOUTH, RANGE 20
 DL1820'EAST.
 DL1820'
 DL1820'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND THE SOUTH
 DL1820'END OF THE BRIDGE SPANNING THE ALAFIA RIVER ON THE NORTH SIDE OF
 DL1820'GIBSONTON, GO NORTH-NORTHWEST ON U.S. HIGHWAY 41 FOR 0.5 MI (0.8 KM)
 DL1820'TO THE JUNCTION OF RIVERVIEW DRIVE ON THE RIGHT, TURN RIGHT ON
 DL1820'RIVERVIEW DRIVE AND GO EAST FOR 2.3 MI (3.7 KM) TO THE INTERSTATE I-75
 DL1820'OVERPASS, CONTINUE EAST-NORTHEAST ON RIVERVIEW DRIVE FOR 1.6 MI (2.6
 DL1820'KM) TO THE RIVERVIEW BRANCH LIBRARY ON THE RIGHT AND THE MARK, A NOS
 DL1820'BENCH MARK DISK SET FLUSH IN THE TOP OF THE CONCRETE BASE OF A FLAG
 DL1820'POLE NEAR THE FRONT ENTRANCE OF THE LIBRARY.
 DL1820'
 DL1820'LOCATED 58.7 FT (17.9 M) SOUTH OF THE CENTERLINE OF RIVERVIEW DRIVE,
 DL1820'33.9 FT (10.3 M) WEST OF THE NORTHEAST CORNER OF THE LIBRARY BUILDING,
 DL1820'8.5 FT (2.6 M) NORTH OF THE NORTH FACE OF THE LIBRARY BUILDING AND 0.7
 DL1820'FT (0.2 M) SOUTHEAST OF THE FLAG POLE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1853 ***********************************************************************
 DL1853  DESIGNATION -  872 6614 K TIDAL
 DL1853  PID         -  DL1853
 DL1853  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1853  COUNTRY     -  US
 DL1853  USGS QUAD   -  RIVERVIEW (2018)
 DL1853
 DL1853                         *CURRENT SURVEY CONTROL
 DL1853  ______________________________________________________________________
 DL1853* NAD 83(1986) POSITION- 27 52 01.     (N) 082 19 34.     (W)   SCALED
 DL1853* NAVD 88 ORTHO HEIGHT -     3.197 (meters)       10.49  (feet) ADJUSTED
 DL1853  ______________________________________________________________________
 DL1853  GEOID HEIGHT    -        -25.045 (meters)                     GEOID18
 DL1853  DYNAMIC HEIGHT  -          3.193 (meters)       10.48  (feet) COMP
 DL1853  MODELED GRAVITY -    979,175.4   (mgal)                       NAVD 88
 DL1853
 DL1853  VERT ORDER      -  FIRST     CLASS II
 DL1853
 DL1853.The horizontal coordinates were scaled from a map and have
 DL1853.an estimated accuracy of +/- 6 seconds.
 DL1853
 DL1853.The orthometric height was determined by differential leveling and
 DL1853.adjusted by the NATIONAL GEODETIC SURVEY
 DL1853.in July 2009.
 DL1853
 DL1853.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1853.GEOID18 height accuracy estimate available here.
 DL1853
 DL1853.Click photographs - Photos may exist for this station.
 DL1853
 DL1853.The dynamic height is computed by dividing the NAVD 88
 DL1853.geopotential number by the normal gravity value computed on the
 DL1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1853.degrees latitude (g = 980.6199 gals.).
 DL1853
 DL1853.The modeled gravity was interpolated from observed gravity values.
 DL1853
 DL1853;                    North         East    Units  Estimated Accuracy
 DL1853;SPC FL W     -   391,510.      167,890.      MT  (+/- 180 meters Scaled)
 DL1853
 DL1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL694831(NAD 83)
 DL1853
 DL1853                          SUPERSEDED SURVEY CONTROL
 DL1853
 DL1853.No superseded survey control is available for this station.
 DL1853
 DL1853_MARKER: DB = BENCH MARK DISK
 DL1853_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DL1853_SP_SET: BOX DRAIN
 DL1853_STAMPING: 6614 K 1988
 DL1853_MARK LOGO: NOS
 DL1853_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1853_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DL1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1853+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 DL1853
 DL1853  HISTORY     - Date     Condition        Report By
 DL1853  HISTORY     - 1988     MONUMENTED       FLDNR
 DL1853  HISTORY     - 20071009 GOOD             FLDEP
 DL1853
 DL1853                          STATION DESCRIPTION
 DL1853
 DL1853'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DL1853'THE MARK IS IN RIVERVIEW, IN SECTION 17, TOWNSHIP 30 SOUTH, RANGE 20
 DL1853'EAST.
 DL1853'
 DL1853'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND THE SOUTH
 DL1853'END OF THE BRIDGE SPANNING THE ALAFIA RIVER ON THE NORTH SIDE OF
 DL1853'GIBSONTON, GO NORTH-NORTHWEST ON U.S. HIGHWAY 41 FOR 0.5 MI (0.8 KM)
 DL1853'TO THE JUNCTION OF RIVERVIEW DRIVE ON THE RIGHT, TURN RIGHT ON
 DL1853'RIVERVIEW DRIVE AND GO EAST FOR 2.3 MI (3.7 KM) TO THE INTERSTATE I-75
 DL1853'OVERPASS, CONTINUE EAST-NORTHEAST ON RIVERVIEW DRIVE FOR 1.7 MI (2.7
 DL1853'KM) TO THE INTERSECTION OF U.S. HIGHWAY 301 IN RIVERVIEW, TURN RIGHT
 DL1853'ON U.S. HIGHWAY 301 AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE JUNCTION
 DL1853'OF PALMETTO STREET ON THE LEFT AND THE MARK, A NOS BENCH MARK DISK SET
 DL1853'FLUSH IN THE TOP OF THE SOUTHEAST CORNER OF A 3.5 FT (1.1 M) BY 4.5 FT
 DL1853'(1.4 M) CONCRETE BOX DRAIN.
 DL1853'
 DL1853'LOCATED 66.5 FT (20.3 M) EAST-SOUTHEAST OF THE EAST CURB OF U.S.
 DL1853'HIGHWAY 301, 51.5 FT (15.7 M) SOUTHWEST OF A WOODEN POWER POLE
 DL1853'NUMBERED 29460 38435 241909 AND 31.4 FT (9.6 M) SOUTH-SOUTHWEST OF THE
 DL1853'CENTERLINE OF PALMETTO STREET.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1821 ***********************************************************************
 DL1821  DESIGNATION -  872 6614 L TIDAL
 DL1821  PID         -  DL1821
 DL1821  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1821  COUNTRY     -  US
 DL1821  USGS QUAD   -  RIVERVIEW (2018)
 DL1821
 DL1821                         *CURRENT SURVEY CONTROL
 DL1821  ______________________________________________________________________
 DL1821* NAD 83(1986) POSITION- 27 52 16.     (N) 082 19 47.     (W)   SCALED
 DL1821* NAVD 88 ORTHO HEIGHT -     4.390 (meters)       14.40  (feet) ADJUSTED
 DL1821  ______________________________________________________________________
 DL1821  GEOID HEIGHT    -        -25.046 (meters)                     GEOID18
 DL1821  DYNAMIC HEIGHT  -          4.384 (meters)       14.38  (feet) COMP
 DL1821  MODELED GRAVITY -    979,176.0   (mgal)                       NAVD 88
 DL1821
 DL1821  VERT ORDER      -  FIRST     CLASS II
 DL1821
 DL1821.The horizontal coordinates were scaled from a map and have
 DL1821.an estimated accuracy of +/- 6 seconds.
 DL1821
 DL1821.The orthometric height was determined by differential leveling and
 DL1821.adjusted by the NATIONAL GEODETIC SURVEY
 DL1821.in July 2009.
 DL1821
 DL1821.No vertical observational check was made to the station.
 DL1821
 DL1821.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1821.GEOID18 height accuracy estimate available here.
 DL1821
 DL1821.Click photographs - Photos may exist for this station.
 DL1821
 DL1821.The dynamic height is computed by dividing the NAVD 88
 DL1821.geopotential number by the normal gravity value computed on the
 DL1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1821.degrees latitude (g = 980.6199 gals.).
 DL1821
 DL1821.The modeled gravity was interpolated from observed gravity values.
 DL1821
 DL1821;                    North         East    Units  Estimated Accuracy
 DL1821;SPC FL W     -   391,970.      167,530.      MT  (+/- 180 meters Scaled)
 DL1821
 DL1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL690836(NAD 83)
 DL1821
 DL1821                          SUPERSEDED SURVEY CONTROL
 DL1821
 DL1821.No superseded survey control is available for this station.
 DL1821
 DL1821_MARKER: DB = BENCH MARK DISK
 DL1821_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1821_SP_SET: CULVERT HEADWALL
 DL1821_STAMPING: 6614 L 1988
 DL1821_MARK LOGO: NOS
 DL1821_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1821+STABILITY: SURFACE MOTION
 DL1821_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1821+SATELLITE: SATELLITE OBSERVATIONS - October 09, 2007
 DL1821
 DL1821  HISTORY     - Date     Condition        Report By
 DL1821  HISTORY     - 1988     MONUMENTED       FLDNR
 DL1821  HISTORY     - 20071009 GOOD             FLDEP
 DL1821
 DL1821                          STATION DESCRIPTION
 DL1821
 DL1821'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DL1821'THE MARK IS IN RIVERVIEW, IN SECTION 17, TOWNSHIP 30 SOUTH, RANGE 20
 DL1821'EAST.
 DL1821'
 DL1821'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND THE SOUTH
 DL1821'END OF THE BRIDGE SPANNING THE ALAFIA RIVER ON THE NORTH SIDE OF
 DL1821'GIBSONTON, GO NORTH-NORTHWEST ON U.S. HIGHWAY 41 FOR 0.5 MI (0.8 KM)
 DL1821'TO THE JUNCTION OF RIVERVIEW DRIVE ON THE RIGHT, TURN RIGHT ON
 DL1821'RIVERVIEW DRIVE AND GO EAST FOR 2.3 MI (3.7 KM) TO THE INTERSTATE I-75
 DL1821'OVERPASS, CONTINUE EAST-NORTHEAST ON RIVERVIEW DRIVE FOR 1.55 MI (2.5
 DL1821'KM) TO THE JUNCTION OF MOODY ROAD ON THE RIGHT, TURN RIGHT ON MOODY
 DL1821'ROAD AND GO SOUTH FOR 0.05 MI (0.1 KM) TO A CULVERT AND THE MARK ON
 DL1821'THE LEFT, A NOS BENCH MARK DISK SET FLUSH IN THE TOP OF THE CULVERT
 DL1821'HEADWALL NEAR THE NORTHEAST CORNER OF THE CULVERT AND 0.6 FT (0.2 M)
 DL1821'ABOVE THE LEVEL OF MOODY ROAD.
 DL1821'
 DL1821'LOCATED ABOUT 214.0 FT (65.2 M) SOUTH OF THE CENTERLINE OF RIVERVIEW
 DL1821'DRIVE, 74.3 FT (22.6 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DL1821'LIBRARY BUILDING, 18.0 FT (5.5 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 DL1821'MOODY ROAD AND 0.5 FT (0.2 M) SOUTH-SOUTHEAST OF THE NORTH END OF THE
 DL1821'CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1813 ***********************************************************************
 DL1813  DESIGNATION -  872 6614 M TIDAL
 DL1813  PID         -  DL1813
 DL1813  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1813  COUNTRY     -  US
 DL1813  USGS QUAD   -  RIVERVIEW (2018)
 DL1813
 DL1813                         *CURRENT SURVEY CONTROL
 DL1813  ______________________________________________________________________
 DL1813* NAD 83(1986) POSITION- 27 52 10.     (N) 082 19 35.     (W)   SCALED
 DL1813* NAVD 88 ORTHO HEIGHT -     5.518 (meters)       18.10  (feet) ADJUSTED
 DL1813  ______________________________________________________________________
 DL1813  GEOID HEIGHT    -        -25.047 (meters)                     GEOID18
 DL1813  DYNAMIC HEIGHT  -          5.510 (meters)       18.08  (feet) COMP
 DL1813  MODELED GRAVITY -    979,175.7   (mgal)                       NAVD 88
 DL1813
 DL1813  VERT ORDER      -  FIRST     CLASS II
 DL1813
 DL1813.The horizontal coordinates were scaled from a map and have
 DL1813.an estimated accuracy of +/- 6 seconds.
 DL1813
 DL1813.The orthometric height was determined by differential leveling and
 DL1813.adjusted by the NATIONAL GEODETIC SURVEY
 DL1813.in July 2009.
 DL1813
 DL1813.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1813.GEOID18 height accuracy estimate available here.
 DL1813
 DL1813.Click photographs - Photos may exist for this station.
 DL1813
 DL1813.The dynamic height is computed by dividing the NAVD 88
 DL1813.geopotential number by the normal gravity value computed on the
 DL1813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1813.degrees latitude (g = 980.6199 gals.).
 DL1813
 DL1813.The modeled gravity was interpolated from observed gravity values.
 DL1813
 DL1813;                    North         East    Units  Estimated Accuracy
 DL1813;SPC FL W     -   391,790.      167,860.      MT  (+/- 180 meters Scaled)
 DL1813
 DL1813_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL694834(NAD 83)
 DL1813
 DL1813                          SUPERSEDED SURVEY CONTROL
 DL1813
 DL1813.No superseded survey control is available for this station.
 DL1813
 DL1813_MARKER: DD = SURVEY DISK
 DL1813_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DL1813_SP_SET: BRIDGE ABUTMENT
 DL1813_STAMPING: 6614 M 2007
 DL1813_MARK LOGO: FLDEP
 DL1813_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1813+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2007
 DL1813
 DL1813  HISTORY     - Date     Condition        Report By
 DL1813  HISTORY     - 20070816 MONUMENTED       FLDEP
 DL1813
 DL1813                          STATION DESCRIPTION
 DL1813
 DL1813'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1813'THE MARK IS IN RIVERVIEW, IN SECTION 17, TOWNSHIP 30 SOUTH, RANGE 20
 DL1813'EAST.
 DL1813'
 DL1813'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND THE SOUTH
 DL1813'END OF THE BRIDGE SPANNING THE ALAFIA RIVER ON THE NORTH SIDE OF
 DL1813'GIBSONTON, GO NORTH-NORTHWEST ON U.S. HIGHWAY 41 FOR 0.5 MI (0.8 KM)
 DL1813'TO THE JUNCTION OF RIVERVIEW DRIVE ON THE RIGHT, TURN RIGHT ON
 DL1813'RIVERVIEW DRIVE AND GO EAST FOR 2.3 MI (3.7 KM) TO THE INTERSTATE I-75
 DL1813'OVERPASS, CONTINUE EAST-NORTHEAST ON RIVERVIEW DRIVE FOR 1.7 MI (2.7
 DL1813'KM) TO THE INTERSECTION OF U.S. HIGHWAY 301 IN RIVERVIEW, TURN RIGHT
 DL1813'ON U.S. HIGHWAY 301 AND GO SOUTH FOR 0.15 MI (0.2 KM) TO THE W.T.
 DL1813'WILLIAMS BRIDGE SPANNING THE ALAFIA RIVER AND THE MARK ON THE RIGHT,
 DL1813'SET FLUSH IN THE SIDEWALK ON THE BRIDGE ABUTMENT AT THE NORTHWEST
 DL1813'CORNER OF THE BRIDGE AND 0.6 FT (0.2 M) ABOVE THE LEVEL OF U.S.
 DL1813'HIGHWAY 301.
 DL1813'
 DL1813'LOCATED ABOUT 477.0 FT (144.2 M) SOUTH OF THE CENTERLINE OF MOODY
 DL1813'ROAD, 35.2 FT (10.7 M) SOUTH-SOUTHEAST OF AN ALUMINUM LIGHT POLE
 DL1813'NUMBERED A-41, 22.2 FT (6.8 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS
 DL1813'POST AT THE BASE OF A REFLECTOR POST, 15.4 FT (4.7 M) SOUTH-SOUTHEAST
 DL1813'OF THE W.T. WILLIAMS BRIDGE SIGN, 14.0 FT (4.3 M) WEST OF THE
 DL1813'CENTERLINE OF THE WESTERNMOST SOUTHBOUND LANE OF U.S. HIGHWAY 301, 2.5
 DL1813'FT (0.8 M) EAST OF THE OUTSIDE BRIDGE GUARDRAIL AND 2.5 FT (0.8 M)
 DL1813'WEST OF THE INSIDE BRIDGE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1814 ***********************************************************************
 DL1814  DESIGNATION -  872 6614 N TIDAL
 DL1814  PID         -  DL1814
 DL1814  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1814  COUNTRY     -  US
 DL1814  USGS QUAD   -  RIVERVIEW (2018)
 DL1814
 DL1814                         *CURRENT SURVEY CONTROL
 DL1814  ______________________________________________________________________
 DL1814* NAD 83(1986) POSITION- 27 52 12.     (N) 082 19 36.     (W)   SCALED
 DL1814* NAVD 88 ORTHO HEIGHT -     4.064 (meters)       13.33  (feet) ADJUSTED
 DL1814  ______________________________________________________________________
 DL1814  GEOID HEIGHT    -        -25.048 (meters)                     GEOID18
 DL1814  DYNAMIC HEIGHT  -          4.058 (meters)       13.31  (feet) COMP
 DL1814  MODELED GRAVITY -    979,175.8   (mgal)                       NAVD 88
 DL1814
 DL1814  VERT ORDER      -  FIRST     CLASS II
 DL1814
 DL1814.The horizontal coordinates were scaled from a map and have
 DL1814.an estimated accuracy of +/- 6 seconds.
 DL1814
 DL1814.The orthometric height was determined by differential leveling and
 DL1814.adjusted by the NATIONAL GEODETIC SURVEY
 DL1814.in July 2009.
 DL1814
 DL1814.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1814.GEOID18 height accuracy estimate available here.
 DL1814
 DL1814.Click photographs - Photos may exist for this station.
 DL1814
 DL1814.The dynamic height is computed by dividing the NAVD 88
 DL1814.geopotential number by the normal gravity value computed on the
 DL1814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1814.degrees latitude (g = 980.6199 gals.).
 DL1814
 DL1814.The modeled gravity was interpolated from observed gravity values.
 DL1814
 DL1814;                    North         East    Units  Estimated Accuracy
 DL1814;SPC FL W     -   391,850.      167,830.      MT  (+/- 180 meters Scaled)
 DL1814
 DL1814_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL693835(NAD 83)
 DL1814
 DL1814                          SUPERSEDED SURVEY CONTROL
 DL1814
 DL1814.No superseded survey control is available for this station.
 DL1814
 DL1814_MARKER: DD = SURVEY DISK
 DL1814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1814_STAMPING: 6614 N 2007
 DL1814_MARK LOGO: FLDEP
 DL1814_PROJECTION: FLUSH
 DL1814_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1814+STABILITY: SURFACE MOTION
 DL1814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1814+SATELLITE: SATELLITE OBSERVATIONS - August 14, 2007
 DL1814
 DL1814  HISTORY     - Date     Condition        Report By
 DL1814  HISTORY     - 20070814 MONUMENTED       FLDEP
 DL1814
 DL1814                          STATION DESCRIPTION
 DL1814
 DL1814'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1814'THE MARK IS IN RIVERVIEW, IN SECTION 17, TOWNSHIP 30 SOUTH, RANGE 20
 DL1814'EAST.
 DL1814'
 DL1814'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND THE SOUTH
 DL1814'END OF THE BRIDGE SPANNING THE ALAFIA RIVER ON THE NORTH SIDE OF
 DL1814'GIBSONTON, GO NORTH-NORTHWEST ON U.S. HIGHWAY 41 FOR 0.5 MI (0.8 KM)
 DL1814'TO THE JUNCTION OF RIVERVIEW DRIVE ON THE RIGHT, TURN RIGHT ON
 DL1814'RIVERVIEW DRIVE AND GO EAST FOR 2.3 MI (3.7 KM) TO THE INTERSTATE I-75
 DL1814'OVERPASS, CONTINUE EAST-NORTHEAST ON RIVERVIEW DRIVE FOR 1.7 MI (2.7
 DL1814'KM) TO THE INTERSECTION OF U.S. HIGHWAY 301 IN RIVERVIEW, TURN RIGHT
 DL1814'ON U.S. HIGHWAY 301 AND GO SOUTH FOR 0.05 MI (0.2 KM) TO THE JUNCTION
 DL1814'OF MOODY ROAD ON THE RIGHT, CONTINUE SOUTH ON U.S. HIGHWAY 301 FOR
 DL1814'ABOUT 230.0 FT (70.1 M) TO A GATED DIRT DRIVE ON THE RIGHT AND THE
 DL1814'MARK, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE
 DL1814'GROUND AND 3.0 FT (0.9 M) BELOW THE LEVEL OF U.S. HIGHWAY 301.
 DL1814'
 DL1814'LOCATED ABOUT 248.0 FT (75.6 M) SOUTH OF THE CENTERLINE OF MOODY ROAD,
 DL1814'227.0 FT (8.7 M) NORTH-NORTHWEST OF AN FLDEP SURVEY DISK STAMPED 6614
 DL1814'G 2007, 28.4 FT WEST OF THE CENTERLINE OF THE WESTERNMOST SOUTHBOUND
 DL1814'LANE OF U.S. HIGHWAY 301, 25.9 FT (7.9 M) SOUTH OF THE APPROXIMATE
 DL1814'CENTERLINE OF A GATED DRIVEWAY, 2.0 FT (0.6 M) SOUTH-SOUTHEAST OF A
 DL1814'6.0 FT (1.8 M) CHAINLINK FENCE CORNER AND 0.9 FT (0.3 M) EAST OF A
 DL1814'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1815 ***********************************************************************
 DL1815  DESIGNATION -  872 6614 P TIDAL
 DL1815  PID         -  DL1815
 DL1815  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1815  COUNTRY     -  US
 DL1815  USGS QUAD   -  RIVERVIEW (2018)
 DL1815
 DL1815                         *CURRENT SURVEY CONTROL
 DL1815  ______________________________________________________________________
 DL1815* NAD 83(1986) POSITION- 27 52 14.     (N) 082 19 36.     (W)   SCALED
 DL1815* NAVD 88 ORTHO HEIGHT -     4.312 (meters)       14.15  (feet) ADJUSTED
 DL1815  ______________________________________________________________________
 DL1815  GEOID HEIGHT    -        -25.048 (meters)                     GEOID18
 DL1815  DYNAMIC HEIGHT  -          4.305 (meters)       14.12  (feet) COMP
 DL1815  MODELED GRAVITY -    979,175.8   (mgal)                       NAVD 88
 DL1815
 DL1815  VERT ORDER      -  FIRST     CLASS II
 DL1815
 DL1815.The horizontal coordinates were scaled from a map and have
 DL1815.an estimated accuracy of +/- 6 seconds.
 DL1815
 DL1815.The orthometric height was determined by differential leveling and
 DL1815.adjusted by the NATIONAL GEODETIC SURVEY
 DL1815.in July 2009.
 DL1815
 DL1815.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1815.GEOID18 height accuracy estimate available here.
 DL1815
 DL1815.Click photographs - Photos may exist for this station.
 DL1815
 DL1815.The dynamic height is computed by dividing the NAVD 88
 DL1815.geopotential number by the normal gravity value computed on the
 DL1815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1815.degrees latitude (g = 980.6199 gals.).
 DL1815
 DL1815.The modeled gravity was interpolated from observed gravity values.
 DL1815
 DL1815;                    North         East    Units  Estimated Accuracy
 DL1815;SPC FL W     -   391,910.      167,830.      MT  (+/- 180 meters Scaled)
 DL1815
 DL1815_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL693835(NAD 83)
 DL1815
 DL1815                          SUPERSEDED SURVEY CONTROL
 DL1815
 DL1815.No superseded survey control is available for this station.
 DL1815
 DL1815_MARKER: DD = SURVEY DISK
 DL1815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1815_STAMPING: 6614 P 2007
 DL1815_MARK LOGO: FLDEP
 DL1815_PROJECTION: FLUSH
 DL1815_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1815+STABILITY: SURFACE MOTION
 DL1815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1815+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2007
 DL1815
 DL1815  HISTORY     - Date     Condition        Report By
 DL1815  HISTORY     - 20070817 MONUMENTED       FLDEP
 DL1815
 DL1815                          STATION DESCRIPTION
 DL1815
 DL1815'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1815'THE MARK IS IN RIVERVIEW, IN SECTION 17, TOWNSHIP 30 SOUTH, RANGE 20
 DL1815'EAST.
 DL1815'
 DL1815'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND THE SOUTH
 DL1815'END OF THE BRIDGE SPANNING THE ALAFIA RIVER ON THE NORTH SIDE OF
 DL1815'GIBSONTON, GO NORTH-NORTHWEST ON U.S. HIGHWAY 41 FOR 0.5 MI (0.8 KM)
 DL1815'TO THE JUNCTION OF RIVERVIEW DRIVE ON THE RIGHT, TURN RIGHT ON
 DL1815'RIVERVIEW DRIVE AND GO EAST FOR 2.3 MI (3.7 KM) TO THE INTERSTATE I-75
 DL1815'OVERPASS, CONTINUE EAST-NORTHEAST ON RIVERVIEW DRIVE FOR 1.7 MI (2.7
 DL1815'KM) TO THE INTERSECTION OF U.S. HIGHWAY 301 IN RIVERVIEW, TURN RIGHT
 DL1815'ON U.S. HIGHWAY 301 AND GO SOUTH FOR 0.05 MI (0.2 KM) TO THE JUNCTION
 DL1815'OF MOODY ROAD ON THE RIGHT AND THE MARK, SET IN THE TOP OF A ROUND
 DL1815'CONCRETE MONUMENT FLUSH WITH THE GROUND AND 0.6 FT (0.2 M) ABOVE THE
 DL1815'LEVEL OF MOODY ROAD.
 DL1815'
 DL1815'LOCATED 85.5 FT (26.1 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY 301
 DL1815'WESTERNMOST SOUTHBOUND LANE, 67.6 FT (20.6 M) WEST OF A FIRE HYDRANT,
 DL1815'13.0 FT (4.0 M) NORTH OF THE CENTERLINE OF MOODY ROAD, 3.0 FT (0.9 M)
 DL1815'SOUTH OF A WOODEN POWERPOLE NUMBERED 242533 29425 38572 WITH THREE GUY
 DL1815'WIRES AND A TRANSFORMER ATTACHED AND 2.9 FT (0.9 M) SOUTH OF A
 DL1815'CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1816 ***********************************************************************
 DL1816  DESIGNATION -  872 6614 Q TIDAL
 DL1816  PID         -  DL1816
 DL1816  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1816  COUNTRY     -  US
 DL1816  USGS QUAD   -  RIVERVIEW (2018)
 DL1816
 DL1816                         *CURRENT SURVEY CONTROL
 DL1816  ______________________________________________________________________
 DL1816* NAD 83(1986) POSITION- 27 52 15.41   (N) 082 19 35.34   (W)   HD_HELD1
 DL1816* NAVD 88 ORTHO HEIGHT -     4.088 (meters)       13.41  (feet) ADJUSTED
 DL1816  ______________________________________________________________________
 DL1816  GEOID HEIGHT    -        -25.049 (meters)                     GEOID18
 DL1816  DYNAMIC HEIGHT  -          4.082 (meters)       13.39  (feet) COMP
 DL1816  MODELED GRAVITY -    979,175.9   (mgal)                       NAVD 88
 DL1816
 DL1816  VERT ORDER      -  FIRST     CLASS II
 DL1816
 DL1816.The horizontal coordinates were determined by differentially corrected
 DL1816.hand held GPS observations or other comparable positioning techniques
 DL1816.and have an estimated accuracy of +/- 3 meters.
 DL1816
 DL1816.The orthometric height was determined by differential leveling and
 DL1816.adjusted by the NATIONAL GEODETIC SURVEY
 DL1816.in July 2009.
 DL1816
 DL1816.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1816.GEOID18 height accuracy estimate available here.
 DL1816
 DL1816.Click photographs - Photos may exist for this station.
 DL1816
 DL1816.The dynamic height is computed by dividing the NAVD 88
 DL1816.geopotential number by the normal gravity value computed on the
 DL1816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1816.degrees latitude (g = 980.6199 gals.).
 DL1816
 DL1816.The modeled gravity was interpolated from observed gravity values.
 DL1816
 DL1816;                    North         East    Units  Estimated Accuracy
 DL1816;SPC FL W     -   391,951.2     167,850.1     MT  (+/- 3 meters HH1 GPS) 
 DL1816
 DL1816_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6941583613(NAD 83)
 DL1816
 DL1816                          SUPERSEDED SURVEY CONTROL
 DL1816
 DL1816.No superseded survey control is available for this station.
 DL1816
 DL1816_MARKER: F = FLANGE-ENCASED ROD
 DL1816_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1816_STAMPING: 6614 Q 2007
 DL1816_MARK LOGO: NGS
 DL1816_PROJECTION: FLUSH
 DL1816_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1816_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1816+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2007
 DL1816_ROD/PIPE-DEPTH: 3.7 meters
 DL1816
 DL1816  HISTORY     - Date     Condition        Report By
 DL1816  HISTORY     - 20070817 MONUMENTED       FLDEP
 DL1816
 DL1816                          STATION DESCRIPTION
 DL1816
 DL1816'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1816'THE MARK IS IN RIVERVIEW, IN SECTION 17, TOWNSHIP 30 SOUTH, RANGE 20
 DL1816'EAST.
 DL1816'
 DL1816'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND THE SOUTH
 DL1816'END OF THE BRIDGE SPANNING THE ALAFIA RIVER ON THE NORTH SIDE OF
 DL1816'GIBSONTON, GO NORTH-NORTHWEST ON U.S. HIGHWAY 41 FOR 0.5 MI (0.8 KM)
 DL1816'TO THE JUNCTION OF RIVERVIEW DRIVE ON THE RIGHT, TURN RIGHT ON
 DL1816'RIVERVIEW DRIVE AND GO EAST FOR 2.3 MI (3.7 KM) TO THE INTERSTATE I-75
 DL1816'OVERPASS, CONTINUE EAST-NORTHEAST ON RIVERVIEW DRIVE FOR 1.7 MI (2.7
 DL1816'KM) TO THE INTERSECTION OF U.S. HIGHWAY 301 IN RIVERVIEW, TURN RIGHT
 DL1816'ON U.S. HIGHWAY 301 AND GO SOUTH FOR 0.05 MI (0.2 KM) TO THE JUNCTION
 DL1816'OF MOODY ROAD ON THE RIGHT AND THE MARK ON THE LEFT, A STAINLESS STEEL
 DL1816'ROD DRIVEN TO REFUSAL AT A DEPTH OF 12.0 FT (3.7 M) WITH A NGS LOGO
 DL1816'CAP FLUSH WITH THE GROUND AND LEVEL WITH U.S. HIGHWAY 301, THE DATUM
 DL1816'POINT IS RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL OF THE NGS LOGO CAP.
 DL1816'
 DL1816'LOCATED ABOUT 266.0 FT (81.1 M) SOUTH OF THE CENTERLINE OF RIVERVIEW
 DL1816'DRIVE EASTBOUND LANE, 21.3 FT (6.5 M) NORTH OF THE APPROXIMATE
 DL1816'CENTERLINE OF THE DIRT DRIVE LEADING TO THE RIVERVIEW UNITED METHODIST
 DL1816'CHURCH PARKING LOT, 21.0 FT (6.4 M) EAST OF THE CENTERLINE OF U.S.
 DL1816'HIGHWAY 301 EASTERNMOST NORTHBOUND LANE, 1.4 FT (0.4 M) WEST OF A
 DL1816'WOODEN LIGHT POLE NUMBERED 242532 29442 38578 AND 1.35 FT (0.4 M) WEST
 DL1816'OF A CARSONITE WITNESS POST.
 DL1816'
 DL1816'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL1816'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1817 ***********************************************************************
 DL1817  DESIGNATION -  872 6614 R TIDAL
 DL1817  PID         -  DL1817
 DL1817  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1817  COUNTRY     -  US
 DL1817  USGS QUAD   -  RIVERVIEW (2018)
 DL1817
 DL1817                         *CURRENT SURVEY CONTROL
 DL1817  ______________________________________________________________________
 DL1817* NAD 83(1986) POSITION- 27 52 18.     (N) 082 19 34.     (W)   SCALED
 DL1817* NAVD 88 ORTHO HEIGHT -     4.709 (meters)       15.45  (feet) ADJUSTED
 DL1817  ______________________________________________________________________
 DL1817  GEOID HEIGHT    -        -25.050 (meters)                     GEOID18
 DL1817  DYNAMIC HEIGHT  -          4.702 (meters)       15.43  (feet) COMP
 DL1817  MODELED GRAVITY -    979,176.0   (mgal)                       NAVD 88
 DL1817
 DL1817  VERT ORDER      -  FIRST     CLASS II
 DL1817
 DL1817.The horizontal coordinates were scaled from a map and have
 DL1817.an estimated accuracy of +/- 6 seconds.
 DL1817
 DL1817.The orthometric height was determined by differential leveling and
 DL1817.adjusted by the NATIONAL GEODETIC SURVEY
 DL1817.in July 2009.
 DL1817
 DL1817.No vertical observational check was made to the station.
 DL1817
 DL1817.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1817.GEOID18 height accuracy estimate available here.
 DL1817
 DL1817.Click photographs - Photos may exist for this station.
 DL1817
 DL1817.The dynamic height is computed by dividing the NAVD 88
 DL1817.geopotential number by the normal gravity value computed on the
 DL1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1817.degrees latitude (g = 980.6199 gals.).
 DL1817
 DL1817.The modeled gravity was interpolated from observed gravity values.
 DL1817
 DL1817;                    North         East    Units  Estimated Accuracy
 DL1817;SPC FL W     -   392,030.      167,890.      MT  (+/- 180 meters Scaled)
 DL1817
 DL1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL694836(NAD 83)
 DL1817
 DL1817                          SUPERSEDED SURVEY CONTROL
 DL1817
 DL1817.No superseded survey control is available for this station.
 DL1817
 DL1817_MARKER: DD = SURVEY DISK
 DL1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1817_STAMPING: 6614 R 2007
 DL1817_MARK LOGO: FLDEP
 DL1817_PROJECTION: FLUSH
 DL1817_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1817+STABILITY: SURFACE MOTION
 DL1817_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DL1817+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2007
 DL1817
 DL1817  HISTORY     - Date     Condition        Report By
 DL1817  HISTORY     - 20070817 MONUMENTED       FLDEP
 DL1817
 DL1817                          STATION DESCRIPTION
 DL1817
 DL1817'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1817'THE MARK IS IN RIVERVIEW, IN SECTION 17, TOWNSHIP 30 SOUTH, RANGE 20
 DL1817'EAST.
 DL1817'
 DL1817'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND THE SOUTH
 DL1817'END OF THE BRIDGE SPANNING THE ALAFIA RIVER ON THE NORTH SIDE OF
 DL1817'GIBSONTON, GO NORTH-NORTHWEST ON U.S. HIGHWAY 41 FOR 0.5 MI (0.8 KM)
 DL1817'TO THE JUNCTION OF RIVERVIEW DRIVE ON THE RIGHT, TURN RIGHT ON
 DL1817'RIVERVIEW DRIVE AND GO EAST FOR 2.3 MI (3.7 KM) TO THE INTERSTATE I-75
 DL1817'OVERPASS, CONTINUE EAST-NORTHEAST ON RIVERVIEW DRIVE FOR 1.7 MI (2.7
 DL1817'KM) TO THE INTERSECTION OF U.S. HIGHWAY 301 IN RIVERVIEW AND THE MARK
 DL1817'ON THE LEFT, SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH
 DL1817'THE GROUND AND 0.6 FT (0.2 M) ABOVE THE LEVEL OF RIVERVIEW DRIVE.
 DL1817'
 DL1817'LOCATED ABOUT 300.0 FT (91.4 M) NORTH OF AN NOS BENCH MARK DISK
 DL1817'STAMPED 6614 K 1988, 40.2 FT (12.3 M) EAST OF THE CENTERLINE OF U.S.
 DL1817'HIGHWAY 301 EASTERNMOST NORTHBOUND LANE, 24.6 FT (7.5 M) NORTH OF THE
 DL1817'CENTERLINE OF RIVERVIEW DRIVE WESTBOUND LANE AND 12.3 FT (3.7 M)
 DL1817'EAST-NORTHEAST OF A WOODEN POWER POLE NUMBERED 242592 AND 12.25 FT
 DL1817'(3.7 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7567 ***********************************************************************
 AG7567  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7567  DESIGNATION -  872 6621 A
 AG7567  PID         -  AG7567
 AG7567  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7567  COUNTRY     -  US
 AG7567  USGS QUAD   -  PORT TAMPA (2018)
 AG7567
 AG7567                         *CURRENT SURVEY CONTROL
 AG7567  ______________________________________________________________________
 AG7567* NAD 83(1986) POSITION- 27 52 02.2    (N) 082 32 15.0    (W)   HD_HELD2
 AG7567* NAVD 88 ORTHO HEIGHT -     1.425 (meters)        4.68  (feet) ADJUSTED
 AG7567  ______________________________________________________________________
 AG7567  GEOID HEIGHT    -        -24.819 (meters)                     GEOID18
 AG7567  DYNAMIC HEIGHT  -          1.423 (meters)        4.67  (feet) COMP
 AG7567  MODELED GRAVITY -    979,179.8   (mgal)                       NAVD 88
 AG7567
 AG7567  VERT ORDER      -  SECOND    CLASS I
 AG7567
 AG7567.The horizontal coordinates were established by autonomous hand held GPS
 AG7567.observations and have an estimated accuracy of +/- 10 meters.
 AG7567
 AG7567.The orthometric height was determined by differential leveling and
 AG7567.adjusted by the NATIONAL GEODETIC SURVEY
 AG7567.in June 1991.
 AG7567
 AG7567.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7567.GEOID18 height accuracy estimate available here.
 AG7567
 AG7567.This Tidal Bench Mark is designated as VM 6628
 AG7567.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7567
 AG7567.Click photographs - Photos may exist for this station.
 AG7567
 AG7567.The dynamic height is computed by dividing the NAVD 88
 AG7567.geopotential number by the normal gravity value computed on the
 AG7567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7567.degrees latitude (g = 980.6199 gals.).
 AG7567
 AG7567.The modeled gravity was interpolated from observed gravity values.
 AG7567
 AG7567;                    North         East    Units  Estimated Accuracy
 AG7567;SPC FL W     -   391,618.      147,069.      MT  (+/- 10 meters HH2 GPS)
 AG7567
 AG7567_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4863483449(NAD 83)
 AG7567
 AG7567                          SUPERSEDED SURVEY CONTROL
 AG7567
 AG7567  NGVD 29 (??/??/92)    1.693  (m)            5.55   (f) ADJ UNCH    2 1
 AG7567
 AG7567.Superseded values are not recommended for survey control.
 AG7567
 AG7567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7567.See file dsdata.pdf to determine how the superseded data were derived.
 AG7567
 AG7567_MARKER: DD = SURVEY DISK
 AG7567_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7567+WITH SETTING: PAVEMENT
 AG7567_SP_SET: FLAGPOLE BASE
 AG7567_STAMPING: 6621 A 1976
 AG7567_MARK LOGO: NOS
 AG7567_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7567+STABILITY: SURFACE MOTION
 AG7567_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7567+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2008
 AG7567
 AG7567  HISTORY     - Date     Condition        Report By
 AG7567  HISTORY     - 1976     MONUMENTED       NOS
 AG7567  HISTORY     - 1982     GOOD             FLDNR
 AG7567  HISTORY     - 1989     GOOD             USPSQD
 AG7567  HISTORY     - 1990     GOOD             USPSQD
 AG7567  HISTORY     - 19990318 GOOD             USPSQD
 AG7567  HISTORY     - 20020824 GOOD             USPSQD
 AG7567  HISTORY     - 20030921 GOOD             USPSQD
 AG7567  HISTORY     - 20081029 GOOD             FLDEP
 AG7567
 AG7567                          STATION DESCRIPTION
 AG7567
 AG7567'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7567'IN PORT TAMPA.
 AG7567'BEGIN IN TAMPA AT THE INTERSECTION OF GANDY BOULEVARD (U.S. HIGHWAY
 AG7567'92) AND SOUTH WEST SHORE BOULEVARD, GO 2.0 MILES SOUTH ON WEST
 AG7567'SHORE BOULEVARD TO THE INTERSECTION OF PRESCOTT AVENUE IN THE CITY
 AG7567'OF PORT TAMPA, GO 0.6 MILE WEST ON PRESCOTT AVENUE TO THE MARK.
 AG7567'THE MARK IS IN THE BASE FOR THE FLAGPOLE IN FRONT OF THE AMERICAN
 AG7567'LEGION HALL, 1.7 FEET NORTH OF THE CENTER OF THE SIDEWALK LEADING
 AG7567'TO THE HALL ENTRANCE, 44.5 FEET NORTHEAST OF THE SOUTHEAST CORNER
 AG7567'OF THE BUILDING, AND 47 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 AG7567'THE BUILDING.
 AG7567
 AG7567                          STATION RECOVERY (1989)
 AG7567
 AG7567'RECOVERY NOTE BY US POWER SQUADRON 1989 (RPS)
 AG7567'RECOVERED IN GOOD CONDITION.
 AG7567
 AG7567                          STATION RECOVERY (1990)
 AG7567
 AG7567'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7567'RECOVERED IN GOOD CONDITION.
 AG7567
 AG7567                          STATION RECOVERY (1999)
 AG7567
 AG7567'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7567'RECOVERED IN GOOD CONDITION.
 AG7567
 AG7567                          STATION RECOVERY (2002)
 AG7567
 AG7567'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 AG7567'RECOVERED IN GOOD CONDITION.
 AG7567
 AG7567                          STATION RECOVERY (2003)
 AG7567
 AG7567'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7567'RECOVERED IN GOOD CONDITION.
 AG7567
 AG7567                          STATION RECOVERY (2008)
 AG7567
 AG7567'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7567'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7566 ***********************************************************************
 AG7566  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7566  DESIGNATION -  872 6621 B
 AG7566  PID         -  AG7566
 AG7566  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7566  COUNTRY     -  US
 AG7566  USGS QUAD   -  PORT TAMPA (2018)
 AG7566
 AG7566                         *CURRENT SURVEY CONTROL
 AG7566  ______________________________________________________________________
 AG7566* NAD 83(1986) POSITION- 27 52 02.     (N) 082 32 08.     (W)   SCALED
 AG7566* NAVD 88 ORTHO HEIGHT -     1.039 (meters)        3.41  (feet) ADJUSTED
 AG7566  ______________________________________________________________________
 AG7566  GEOID HEIGHT    -        -24.821 (meters)                     GEOID18
 AG7566  DYNAMIC HEIGHT  -          1.038 (meters)        3.41  (feet) COMP
 AG7566  MODELED GRAVITY -    979,179.8   (mgal)                       NAVD 88
 AG7566
 AG7566  VERT ORDER      -  SECOND    CLASS I
 AG7566
 AG7566.The horizontal coordinates were scaled from a map and have
 AG7566.an estimated accuracy of +/- 6 seconds.
 AG7566
 AG7566.The orthometric height was determined by differential leveling and
 AG7566.adjusted by the NATIONAL GEODETIC SURVEY
 AG7566.in June 1991.
 AG7566
 AG7566.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7566.GEOID18 height accuracy estimate available here.
 AG7566
 AG7566.This Tidal Bench Mark is designated as VM 6629
 AG7566.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7566
 AG7566.Click photographs - Photos may exist for this station.
 AG7566
 AG7566.The dynamic height is computed by dividing the NAVD 88
 AG7566.geopotential number by the normal gravity value computed on the
 AG7566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7566.degrees latitude (g = 980.6199 gals.).
 AG7566
 AG7566.The modeled gravity was interpolated from observed gravity values.
 AG7566
 AG7566;                    North         East    Units  Estimated Accuracy
 AG7566;SPC FL W     -   391,610.      147,260.      MT  (+/- 180 meters Scaled)
 AG7566
 AG7566_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL488834(NAD 83)
 AG7566
 AG7566                          SUPERSEDED SURVEY CONTROL
 AG7566
 AG7566  NGVD 29 (??/??/92)    1.308  (m)            4.29   (f) ADJ UNCH    2 1
 AG7566
 AG7566.Superseded values are not recommended for survey control.
 AG7566
 AG7566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7566.See file dsdata.pdf to determine how the superseded data were derived.
 AG7566
 AG7566_MARKER: DD = SURVEY DISK
 AG7566_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7566_STAMPING: 6621 B 1976
 AG7566_MARK LOGO: NOS
 AG7566_PROJECTION: RECESSED 8 CENTIMETERS
 AG7566_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7566_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7566_ROD/PIPE-DEPTH: 12.2 meters
 AG7566
 AG7566  HISTORY     - Date     Condition        Report By
 AG7566  HISTORY     - 1976     MONUMENTED       NOS
 AG7566  HISTORY     - 1982     GOOD             FLDNR
 AG7566  HISTORY     - 1989     GOOD             USPSQD
 AG7566  HISTORY     - 1990     GOOD             USPSQD
 AG7566  HISTORY     - 19990318 MARK NOT FOUND   USPSQD
 AG7566  HISTORY     - 20030923 GOOD             USPSQD
 AG7566  HISTORY     - 20081029 MARK NOT FOUND   FLDEP
 AG7566
 AG7566                          STATION DESCRIPTION
 AG7566
 AG7566'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7566'IN PORT TAMPA.
 AG7566'BEGIN IN TAMPA AT THE INTERSECTION OF GANDY BOULEVARD (U.S.
 AG7566'HIGHWAY 92) AND SOUTH WEST SHORE BOULEVARD, GO 2.0 MILES SOUTH ON
 AG7566'WEST SHORE BOULEVARD TO THE INTERSECTION OF PRESCOTT AVENUE
 AG7566'IN THE CITY OF PORT TAMPA, GO 0.6 MILE WEST ON PRESCOTT
 AG7566'AVENUE TO THE MARK.
 AG7566'THE MARK IS IN THE PARKING AREA OF THE AMERICAN LEGION, 59.9 FEET
 AG7566'EAST OF THE NORTHEAST CORNER OF THE AMERICAN LEGION HALL, 11 FEET
 AG7566'WEST-NORTHWEST OF A LIGHT POLE, 35 FEET NORTHEAST OF THE FLAGPOLE,
 AG7566'AND APPROXIMATELY 205 FEET WEST OF TIDAL BENCH MARK 6621 C 1976.
 AG7566
 AG7566                          STATION RECOVERY (1989)
 AG7566
 AG7566'RECOVERY NOTE BY US POWER SQUADRON 1989 (RPS)
 AG7566'RECOVERED IN GOOD CONDITION.
 AG7566
 AG7566                          STATION RECOVERY (1990)
 AG7566
 AG7566'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7566'RECOVERED IN GOOD CONDITION.
 AG7566
 AG7566                          STATION RECOVERY (1999)
 AG7566
 AG7566'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7566'MARK NOT FOUND.
 AG7566
 AG7566                          STATION RECOVERY (2003)
 AG7566
 AG7566'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7566'MARK FOUND GOOD. POWER POLE OLD NUMBER IS 5837 AND THE NEW NUMBER IS
 AG7566'22680-38468. THE MARK IS 6 INCHES BELOW THE GROUND.
 AG7566
 AG7566                          STATION RECOVERY (2008)
 AG7566
 AG7566'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7566'NOT RECOVERED.  NOTE--THE PARKING LOT HAS BEEN WIDENED AND THE
 AG7566'DISTANCE FALLS IN THE PAVED AREA.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7565 ***********************************************************************
 AG7565  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7565  DESIGNATION -  872 6621 C
 AG7565  PID         -  AG7565
 AG7565  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7565  COUNTRY     -  US
 AG7565  USGS QUAD   -  PORT TAMPA (2018)
 AG7565
 AG7565                         *CURRENT SURVEY CONTROL
 AG7565  ______________________________________________________________________
 AG7565* NAD 83(1986) POSITION- 27 52 02.4    (N) 082 32 12.2    (W)   HD_HELD2
 AG7565* NAVD 88 ORTHO HEIGHT -     1.081 (meters)        3.55  (feet) ADJUSTED
 AG7565  ______________________________________________________________________
 AG7565  GEOID HEIGHT    -        -24.820 (meters)                     GEOID18
 AG7565  DYNAMIC HEIGHT  -          1.080 (meters)        3.54  (feet) COMP
 AG7565  MODELED GRAVITY -    979,179.8   (mgal)                       NAVD 88
 AG7565
 AG7565  VERT ORDER      -  SECOND    CLASS I
 AG7565
 AG7565.The horizontal coordinates were established by autonomous hand held GPS
 AG7565.observations and have an estimated accuracy of +/- 10 meters.
 AG7565
 AG7565.The orthometric height was determined by differential leveling and
 AG7565.adjusted by the NATIONAL GEODETIC SURVEY
 AG7565.in September 2010.
 AG7565
 AG7565.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7565.GEOID18 height accuracy estimate available here.
 AG7565
 AG7565.This Tidal Bench Mark is designated as VM 6630
 AG7565.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7565
 AG7565.Click photographs - Photos may exist for this station.
 AG7565
 AG7565.The dynamic height is computed by dividing the NAVD 88
 AG7565.geopotential number by the normal gravity value computed on the
 AG7565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7565.degrees latitude (g = 980.6199 gals.).
 AG7565
 AG7565.The modeled gravity was interpolated from observed gravity values.
 AG7565
 AG7565;                    North         East    Units  Estimated Accuracy
 AG7565;SPC FL W     -   391,624.      147,145.      MT  (+/- 10 meters HH2 GPS)
 AG7565
 AG7565_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4871083454(NAD 83)
 AG7565
 AG7565                          SUPERSEDED SURVEY CONTROL
 AG7565
 AG7565  NAVD 88 (06/15/91)    1.085  (m)            3.56   (f) SUPERSEDED  2 1
 AG7565  NGVD 29 (??/??/92)    1.353  (m)            4.44   (f) ADJ UNCH    2 1
 AG7565
 AG7565.Superseded values are not recommended for survey control.
 AG7565
 AG7565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7565.See file dsdata.pdf to determine how the superseded data were derived.
 AG7565
 AG7565_MARKER: DD = SURVEY DISK
 AG7565_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7565_STAMPING: 6621 C 1976
 AG7565_MARK LOGO: NOS
 AG7565_PROJECTION: RECESSED 8 CENTIMETERS
 AG7565_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7565_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7565+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2011
 AG7565_ROD/PIPE-DEPTH: 12.2 meters
 AG7565
 AG7565  HISTORY     - Date     Condition        Report By
 AG7565  HISTORY     - 1976     MONUMENTED       NOS
 AG7565  HISTORY     - 1982     GOOD             FLDNR
 AG7565  HISTORY     - 1989     GOOD             USPSQD
 AG7565  HISTORY     - 1990     GOOD             USPSQD
 AG7565  HISTORY     - 19990318 MARK NOT FOUND   USPSQD
 AG7565  HISTORY     - 20030923 GOOD             USPSQD
 AG7565  HISTORY     - 20081029 GOOD             FLDEP
 AG7565  HISTORY     - 20110115 GOOD             JCLS
 AG7565
 AG7565                          STATION DESCRIPTION
 AG7565
 AG7565'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7565'IN PORT TAMPA.
 AG7565'BEGIN IN TAMPA AT THE INTERSECTION OF GANDY BOULEVARD (U.S.
 AG7565'HIGHWAY 92) AND SOUTH WEST SHORE BOULEVARD, GO 2.0 MILES SOUTH ON
 AG7565'WEST SHORE BOULEVARD TO THE INTERSECTION OF PRESCOTT AVENUE
 AG7565'IN THE CITY OF PORT TAMPA, GO 0.6 MILE WEST ON PRESCOTT
 AG7565'AVENUE TO THE MARK.
 AG7565'THE MARK IS NEAR THE AMERICAN LEGION HALL, 23.35 FEET NORTH OF
 AG7565'THE CENTERLINE OF PRESCOTT AVENUE, 2.4 FEET WEST OF POWER AND
 AG7565'LIGHT POLE 5407, 24.2 FEET WEST-SOUTHWEST OF A GAS PIPELINE
 AG7565'MARKER, AND APPROXIMATELY 205 FEET EAST OF TIDAL BENCH MARK
 AG7565'6621 B 1976.
 AG7565
 AG7565                          STATION RECOVERY (1989)
 AG7565
 AG7565'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7565'RECOVERED IN GOOD CONDITION.
 AG7565
 AG7565                          STATION RECOVERY (1990)
 AG7565
 AG7565'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7565'RECOVERED IN GOOD CONDITION.
 AG7565
 AG7565                          STATION RECOVERY (1999)
 AG7565
 AG7565'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7565'MARK NOT FOUND.
 AG7565
 AG7565                          STATION RECOVERY (2003)
 AG7565
 AG7565'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7565'MARK FOUND GOOD. THE GAS PIPELINE REFERENCED IN THE 1982 DESCRIPTION
 AG7565'NO LONGER EXISTS. THE NEW POWER POLE NUMBER IS 22714-38468. THE MARK
 AG7565'IS 4 INCHES BELOW THE GROUND.
 AG7565
 AG7565                          STATION RECOVERY (2008)
 AG7565
 AG7565'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7565'RECOVERED AS DESCRIBED.
 AG7565
 AG7565                          STATION RECOVERY (2011)
 AG7565
 AG7565'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 AG7565'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7564 ***********************************************************************
 AG7564  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7564  DESIGNATION -  872 6621 E
 AG7564  PID         -  AG7564
 AG7564  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7564  COUNTRY     -  US
 AG7564  USGS QUAD   -  PORT TAMPA (2018)
 AG7564
 AG7564                         *CURRENT SURVEY CONTROL
 AG7564  ______________________________________________________________________
 AG7564* NAD 83(1986) POSITION- 27 52 02.3    (N) 082 32 09.3    (W)   HD_HELD2
 AG7564* NAVD 88 ORTHO HEIGHT -     0.804 (meters)        2.64  (feet) ADJUSTED
 AG7564  ______________________________________________________________________
 AG7564  GEOID HEIGHT    -        -24.821 (meters)                     GEOID18
 AG7564  DYNAMIC HEIGHT  -          0.803 (meters)        2.63  (feet) COMP
 AG7564  MODELED GRAVITY -    979,179.8   (mgal)                       NAVD 88
 AG7564
 AG7564  VERT ORDER      -  SECOND    CLASS I
 AG7564
 AG7564.The horizontal coordinates were established by autonomous hand held GPS
 AG7564.observations and have an estimated accuracy of +/- 10 meters.
 AG7564
 AG7564.The orthometric height was determined by differential leveling and
 AG7564.adjusted by the NATIONAL GEODETIC SURVEY
 AG7564.in September 2010.
 AG7564
 AG7564.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7564.GEOID18 height accuracy estimate available here.
 AG7564
 AG7564.This Tidal Bench Mark is designated as VM 6631
 AG7564.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7564
 AG7564.Click photographs - Photos may exist for this station.
 AG7564
 AG7564.The dynamic height is computed by dividing the NAVD 88
 AG7564.geopotential number by the normal gravity value computed on the
 AG7564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7564.degrees latitude (g = 980.6199 gals.).
 AG7564
 AG7564.The modeled gravity was interpolated from observed gravity values.
 AG7564
 AG7564;                    North         East    Units  Estimated Accuracy
 AG7564;SPC FL W     -   391,620.      147,224.      MT  (+/- 10 meters HH2 GPS)
 AG7564
 AG7564_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4878983450(NAD 83)
 AG7564
 AG7564                          SUPERSEDED SURVEY CONTROL
 AG7564
 AG7564  NAVD 88 (06/15/91)    0.806  (m)            2.64   (f) SUPERSEDED  2 1
 AG7564  NGVD 29 (??/??/92)    1.074  (m)            3.52   (f) ADJ UNCH    2 1
 AG7564
 AG7564.Superseded values are not recommended for survey control.
 AG7564
 AG7564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7564.See file dsdata.pdf to determine how the superseded data were derived.
 AG7564
 AG7564_MARKER: DD = SURVEY DISK
 AG7564_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7564_STAMPING: 6621 E 1976
 AG7564_MARK LOGO: NOS
 AG7564_PROJECTION: FLUSH
 AG7564_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7564_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7564_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7564+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2008
 AG7564_ROD/PIPE-DEPTH: 12.2 meters
 AG7564
 AG7564  HISTORY     - Date     Condition        Report By
 AG7564  HISTORY     - 1976     MONUMENTED       NOS
 AG7564  HISTORY     - 1982     GOOD             FLDNR
 AG7564  HISTORY     - 1989     GOOD             USPSQD
 AG7564  HISTORY     - 1990     GOOD             USPSQD
 AG7564  HISTORY     - 19990318 GOOD             USPSQD
 AG7564  HISTORY     - 20020824 GOOD             USPSQD
 AG7564  HISTORY     - 20030921 GOOD             USPSQD
 AG7564  HISTORY     - 20070419 GOOD             FL-057
 AG7564  HISTORY     - 20081029 GOOD             FLDEP
 AG7564
 AG7564                          STATION DESCRIPTION
 AG7564
 AG7564'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7564'IN PORT TAMPA.
 AG7564'BEGIN IN TAMPA AT THE INTERSECTION OF GANDY BOULEVARD (U.S.
 AG7564'HIGHWAY 92) AND SOUTH WEST SHORE BOULEVARD, GO 2.0 MILES
 AG7564'SOUTH ON WEST SHORE BOULEVARD TO THE INTERSECTION OF PRESCOTT
 AG7564'AVENUE IN THE CITY OF PORT TAMPA,
 AG7564'GO 0.5 MILE WEST ON PRESCOTT AVENUE TO THE MARK.  THE MARK
 AG7564'BEARS 24.7 FEET NORTH OF THE CENTERLINE OF THE AVENUE, 5.2
 AG7564'FEET WEST OF POWER POLE 5401, 5.3 FEET WEST-SOUTHWEST
 AG7564'OF A CABBAGE PALM, AND 34.5 FEET EAST OF ANOTHER CABBAGE
 AG7564'PALM.
 AG7564
 AG7564                          STATION RECOVERY (1989)
 AG7564
 AG7564'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7564'RECOVERED IN GOOD CONDITION.
 AG7564
 AG7564                          STATION RECOVERY (1990)
 AG7564
 AG7564'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7564'RECOVERED IN GOOD CONDITION.
 AG7564
 AG7564                          STATION RECOVERY (1999)
 AG7564
 AG7564'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7564'RECOVERED IN GOOD CONDITION.
 AG7564
 AG7564                          STATION RECOVERY (2002)
 AG7564
 AG7564'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 AG7564'RECOVERED IN GOOD CONDITION.
 AG7564
 AG7564                          STATION RECOVERY (2003)
 AG7564
 AG7564'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7564'MARK FOUND GOOD. THE 1982 DESCRIPTION IS ADEQUATE, EXCEPT THE POWER
 AG7564'POLE IS NOW NUMBERED 22675-38467. THE MARK IS 5.3 FEET WEST-NORTHWEST
 AG7564'OF A CABBAGE PALM, NOT WEST-SOUTHWEST.
 AG7564
 AG7564                          STATION RECOVERY (2007)
 AG7564
 AG7564'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2007 (JG)
 AG7564'RECOVERED IN GOOD CONDITION.
 AG7564
 AG7564                          STATION RECOVERY (2008)
 AG7564
 AG7564'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7564'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7563 ***********************************************************************
 AG7563  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7563  DESIGNATION -  872 6621 F
 AG7563  PID         -  AG7563
 AG7563  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7563  COUNTRY     -  US
 AG7563  USGS QUAD   -  PORT TAMPA (2018)
 AG7563
 AG7563                         *CURRENT SURVEY CONTROL
 AG7563  ______________________________________________________________________
 AG7563* NAD 83(1986) POSITION- 27 52 02.4    (N) 082 32 06.2    (W)   HD_HELD2
 AG7563* NAVD 88 ORTHO HEIGHT -     0.878 (meters)        2.88  (feet) ADJUSTED
 AG7563  ______________________________________________________________________
 AG7563  GEOID HEIGHT    -        -24.822 (meters)                     GEOID18
 AG7563  DYNAMIC HEIGHT  -          0.877 (meters)        2.88  (feet) COMP
 AG7563  MODELED GRAVITY -    979,179.8   (mgal)                       NAVD 88
 AG7563
 AG7563  VERT ORDER      -  SECOND    CLASS I
 AG7563
 AG7563.The horizontal coordinates were established by autonomous hand held GPS
 AG7563.observations and have an estimated accuracy of +/- 10 meters.
 AG7563
 AG7563.The orthometric height was determined by differential leveling and
 AG7563.adjusted by the NATIONAL GEODETIC SURVEY
 AG7563.in June 1991.
 AG7563
 AG7563.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7563.GEOID18 height accuracy estimate available here.
 AG7563
 AG7563.This Tidal Bench Mark is designated as VM 6632
 AG7563.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7563
 AG7563.Click photographs - Photos may exist for this station.
 AG7563
 AG7563.The dynamic height is computed by dividing the NAVD 88
 AG7563.geopotential number by the normal gravity value computed on the
 AG7563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7563.degrees latitude (g = 980.6199 gals.).
 AG7563
 AG7563.The modeled gravity was interpolated from observed gravity values.
 AG7563
 AG7563;                    North         East    Units  Estimated Accuracy
 AG7563;SPC FL W     -   391,623.      147,309.      MT  (+/- 10 meters HH2 GPS)
 AG7563
 AG7563_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4887483452(NAD 83)
 AG7563
 AG7563                          SUPERSEDED SURVEY CONTROL
 AG7563
 AG7563  NGVD 29 (??/??/92)    1.147  (m)            3.76   (f) ADJ UNCH    2 1
 AG7563
 AG7563.Superseded values are not recommended for survey control.
 AG7563
 AG7563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7563.See file dsdata.pdf to determine how the superseded data were derived.
 AG7563
 AG7563_MARKER: DD = SURVEY DISK
 AG7563_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7563_STAMPING: 6621 F 1976
 AG7563_MARK LOGO: NOS
 AG7563_PROJECTION: FLUSH
 AG7563_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7563_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7563_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7563+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2008
 AG7563_ROD/PIPE-DEPTH: 12.2 meters
 AG7563
 AG7563  HISTORY     - Date     Condition        Report By
 AG7563  HISTORY     - 1976     MONUMENTED       NOS
 AG7563  HISTORY     - 1982     GOOD             FLDNR
 AG7563  HISTORY     - 1989     GOOD             USPSQD
 AG7563  HISTORY     - 1990     GOOD             USPSQD
 AG7563  HISTORY     - 19990318 GOOD             USPSQD
 AG7563  HISTORY     - 20020824 GOOD             USPSQD
 AG7563  HISTORY     - 20030921 GOOD             USPSQD
 AG7563  HISTORY     - 20070419 GOOD             FL-057
 AG7563  HISTORY     - 20081029 GOOD             FLDEP
 AG7563
 AG7563                          STATION DESCRIPTION
 AG7563
 AG7563'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7563'IN PORT TAMPA.
 AG7563'BEGIN IN TAMPA AT THE INTERSECTION OF GANDY BOULEVARD (U.S.
 AG7563'HIGHWAY 92) AND SOUTH WEST SHORE BOULEVARD, GO 2.0 MILES
 AG7563'SOUTH ON WEST SHORE BOULEVARD TO THE INTERSECTION OF PRESCOTT
 AG7563'AVENUE IN THE CITY OF PORT TAMPA, GO 0.45 MILE WEST ON
 AG7563'PRESCOTT AVENUE TO THE MARK.  THE MARK BEARS 23.5 FEET NORTH
 AG7563'OF THE CENTERLINE OF THE AVENUE, 2.5 FEET WEST OF POWER POLE
 AG7563'5307, 9.4 FEET EAST-SOUTHEAST OF A CABBAGE PALM, AND 77.5
 AG7563'FEET EAST-NORTHEAST OF A GAS PIPELINE MARKER.
 AG7563
 AG7563                          STATION RECOVERY (1989)
 AG7563
 AG7563'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7563'RECOVERED IN GOOD CONDITION.
 AG7563
 AG7563                          STATION RECOVERY (1990)
 AG7563
 AG7563'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7563'RECOVERED IN GOOD CONDITION.
 AG7563
 AG7563                          STATION RECOVERY (1999)
 AG7563
 AG7563'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7563'RECOVERED IN GOOD CONDITION.
 AG7563
 AG7563                          STATION RECOVERY (2002)
 AG7563
 AG7563'RECOVERY NOTE BY US POWER SQUADRON 2002 (AMM)
 AG7563'RECOVERED IN GOOD CONDITION.
 AG7563
 AG7563                          STATION RECOVERY (2003)
 AG7563
 AG7563'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7563'MARK FOUND GOOD. THE 1982 DESCRIPTION IS ADEQUATE, EXCEPT THE MARK IS
 AG7563'4.0 FEET WEST OF THE POWER POLE, NOT 2.5 FEET WEST. THE POWER POLE IS
 AG7563'NOW NUMBERED 22702-38467.
 AG7563
 AG7563                          STATION RECOVERY (2007)
 AG7563
 AG7563'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2007 (JG)
 AG7563'RECOVERED IN GOOD CONDITION.
 AG7563
 AG7563                          STATION RECOVERY (2008)
 AG7563
 AG7563'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7563'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7457 ***********************************************************************
 AG7457  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7457  DESIGNATION -  872 6623 A TIDAL
 AG7457  PID         -  AG7457
 AG7457  STATE/COUNTY-  FL/PINELLAS
 AG7457  COUNTRY     -  US
 AG7457  USGS QUAD   -  CLEARWATER (2018)
 AG7457
 AG7457                         *CURRENT SURVEY CONTROL
 AG7457  ______________________________________________________________________
 AG7457* NAD 83(1986) POSITION- 27 53 43.     (N) 082 51 02.     (W)   SCALED
 AG7457* NAVD 88 ORTHO HEIGHT -     2.468 (meters)        8.10  (feet) ADJUSTED
 AG7457  ______________________________________________________________________
 AG7457  GEOID HEIGHT    -        -24.441 (meters)                     GEOID18
 AG7457  DYNAMIC HEIGHT  -          2.464 (meters)        8.08  (feet) COMP
 AG7457  MODELED GRAVITY -    979,186.9   (mgal)                       NAVD 88
 AG7457
 AG7457  VERT ORDER      -  SECOND    CLASS I
 AG7457
 AG7457.The horizontal coordinates were scaled from a map and have
 AG7457.an estimated accuracy of +/- 6 seconds.
 AG7457
 AG7457.The orthometric height was determined by differential leveling and
 AG7457.adjusted by the NATIONAL GEODETIC SURVEY
 AG7457.in June 1991.
 AG7457
 AG7457.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7457.GEOID18 height accuracy estimate available here.
 AG7457
 AG7457.This Tidal Bench Mark is designated as VM 10678
 AG7457.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7457
 AG7457.Click photographs - Photos may exist for this station.
 AG7457
 AG7457.The dynamic height is computed by dividing the NAVD 88
 AG7457.geopotential number by the normal gravity value computed on the
 AG7457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7457.degrees latitude (g = 980.6199 gals.).
 AG7457
 AG7457.The modeled gravity was interpolated from observed gravity values.
 AG7457
 AG7457;                    North         East    Units  Estimated Accuracy
 AG7457;SPC FL W     -   394,900.      116,260.      MT  (+/- 180 meters Scaled)
 AG7457
 AG7457_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL178869(NAD 83)
 AG7457
 AG7457                          SUPERSEDED SURVEY CONTROL
 AG7457
 AG7457  NGVD 29 (??/??/92)    2.732  (m)            8.96   (f) ADJ UNCH    2 1
 AG7457
 AG7457.Superseded values are not recommended for survey control.
 AG7457
 AG7457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7457.See file dsdata.pdf to determine how the superseded data were derived.
 AG7457
 AG7457_MARKER: DD = SURVEY DISK
 AG7457_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7457_SP_SET: SEAWALL
 AG7457_STAMPING: 6623 A 1976
 AG7457_MARK LOGO: NOS
 AG7457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7457+STABILITY: SURFACE MOTION
 AG7457
 AG7457  HISTORY     - Date     Condition        Report By
 AG7457  HISTORY     - 1976     MONUMENTED       NOS
 AG7457  HISTORY     - 1982     GOOD             FLDNR
 AG7457  HISTORY     - 19960206 MARK NOT FOUND   USPSQD
 AG7457
 AG7457                          STATION DESCRIPTION
 AG7457
 AG7457'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7457'IN INDIAN ROCKS BEACH.
 AG7457'THE MARK IS LOCATED IN INDIAN ROCKS BEACH, NEAR THE INDIAN ROCKS
 AG7457'BEACH FISHING PIER.  THE MARK BEARS 27.5 FEET WEST OF THE PIER GATE
 AG7457'HOUSE, 10.4 FEET NORTH OF THE PIER, AND 1.1 FEET EAST OF THE WEST
 AG7457'EDGE OF THE SEAWALL.
 AG7457'THE MARK IS 5 FT ABOVE BEACH.
 AG7457
 AG7457                          STATION RECOVERY (1996)
 AG7457
 AG7457'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7457'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7456 ***********************************************************************
 AG7456  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7456  DESIGNATION -  872 6623 B TIDAL
 AG7456  PID         -  AG7456
 AG7456  STATE/COUNTY-  FL/PINELLAS
 AG7456  COUNTRY     -  US
 AG7456  USGS QUAD   -  CLEARWATER (2018)
 AG7456
 AG7456                         *CURRENT SURVEY CONTROL
 AG7456  ______________________________________________________________________
 AG7456* NAD 83(1986) POSITION- 27 53 43.     (N) 082 51 02.     (W)   SCALED
 AG7456* NAVD 88 ORTHO HEIGHT -     1.946 (meters)        6.38  (feet) ADJUSTED
 AG7456  ______________________________________________________________________
 AG7456  GEOID HEIGHT    -        -24.441 (meters)                     GEOID18
 AG7456  DYNAMIC HEIGHT  -          1.943 (meters)        6.37  (feet) COMP
 AG7456  MODELED GRAVITY -    979,186.9   (mgal)                       NAVD 88
 AG7456
 AG7456  VERT ORDER      -  SECOND    CLASS I
 AG7456
 AG7456.The horizontal coordinates were scaled from a map and have
 AG7456.an estimated accuracy of +/- 6 seconds.
 AG7456
 AG7456.The orthometric height was determined by differential leveling and
 AG7456.adjusted by the NATIONAL GEODETIC SURVEY
 AG7456.in June 1991.
 AG7456
 AG7456.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7456.GEOID18 height accuracy estimate available here.
 AG7456
 AG7456.This Tidal Bench Mark is designated as VM 10679
 AG7456.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7456
 AG7456.Click photographs - Photos may exist for this station.
 AG7456
 AG7456.The dynamic height is computed by dividing the NAVD 88
 AG7456.geopotential number by the normal gravity value computed on the
 AG7456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7456.degrees latitude (g = 980.6199 gals.).
 AG7456
 AG7456.The modeled gravity was interpolated from observed gravity values.
 AG7456
 AG7456;                    North         East    Units  Estimated Accuracy
 AG7456;SPC FL W     -   394,900.      116,260.      MT  (+/- 180 meters Scaled)
 AG7456
 AG7456_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL178869(NAD 83)
 AG7456
 AG7456                          SUPERSEDED SURVEY CONTROL
 AG7456
 AG7456  NGVD 29 (??/??/92)    2.210  (m)            7.25   (f) ADJ UNCH    2 1
 AG7456
 AG7456.Superseded values are not recommended for survey control.
 AG7456
 AG7456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7456.See file dsdata.pdf to determine how the superseded data were derived.
 AG7456
 AG7456_MARKER: DD = SURVEY DISK
 AG7456_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7456+WITH SETTING: PAVEMENT
 AG7456_SP_SET: SIGN BASE
 AG7456_STAMPING: 6623 B 1976
 AG7456_MARK LOGO: NOS
 AG7456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7456+STABILITY: SURFACE MOTION
 AG7456
 AG7456  HISTORY     - Date     Condition        Report By
 AG7456  HISTORY     - 1976     MONUMENTED       NOS
 AG7456  HISTORY     - 1982     GOOD             FLDNR
 AG7456  HISTORY     - 19960206 MARK NOT FOUND   USPSQD
 AG7456
 AG7456                          STATION DESCRIPTION
 AG7456
 AG7456'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7456'IN INDIAN ROCKS BEACH.
 AG7456'THE MARK IS LOCATED IN INDIAN ROCKS BEACH, NEAR THE INDIAN ROCKS
 AG7456'BEACH FISHING PIER.  THE MARK IS SET IN THE BASE OF A SIGN READING
 AG7456'BIG INDIAN ROCKS BEACH FISHING PIER, AND IS 41.4 FEET WEST OF THE
 AG7456'CENTERLINE OF GULF BOULEVARD.
 AG7456'THE MARK IS 2 FT ABOVE ROAD.
 AG7456
 AG7456                          STATION RECOVERY (1996)
 AG7456
 AG7456'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7456'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5422 ***********************************************************************
 AG5422  DESIGNATION -  872 6625 TIDAL 3
 AG5422  PID         -  AG5422
 AG5422  STATE/COUNTY-  FL/PINELLAS
 AG5422  COUNTRY     -  US
 AG5422  USGS QUAD   -  CLEARWATER (2018)
 AG5422
 AG5422                         *CURRENT SURVEY CONTROL
 AG5422  ______________________________________________________________________
 AG5422* NAD 83(1986) POSITION- 27 52 33.     (N) 082 50 51.     (W)   SCALED
 AG5422* NAVD 88 ORTHO HEIGHT -     2.234 (meters)        7.33  (feet) ADJUSTED
 AG5422  ______________________________________________________________________
 AG5422  GEOID HEIGHT    -        -24.408 (meters)                     GEOID18
 AG5422  DYNAMIC HEIGHT  -          2.231 (meters)        7.32  (feet) COMP
 AG5422  MODELED GRAVITY -    979,185.8   (mgal)                       NAVD 88
 AG5422
 AG5422  VERT ORDER      -  SECOND    CLASS 0
 AG5422
 AG5422.The horizontal coordinates were scaled from a map and have
 AG5422.an estimated accuracy of +/- 6 seconds.
 AG5422
 AG5422.The orthometric height was determined by differential leveling and
 AG5422.adjusted by the NATIONAL GEODETIC SURVEY
 AG5422.in June 1991.
 AG5422
 AG5422.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5422.GEOID18 height accuracy estimate available here.
 AG5422
 AG5422.Click photographs - Photos may exist for this station.
 AG5422
 AG5422.The dynamic height is computed by dividing the NAVD 88
 AG5422.geopotential number by the normal gravity value computed on the
 AG5422.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5422.degrees latitude (g = 980.6199 gals.).
 AG5422
 AG5422.The modeled gravity was interpolated from observed gravity values.
 AG5422
 AG5422;                    North         East    Units  Estimated Accuracy
 AG5422;SPC FL W     -   392,740.      116,550.      MT  (+/- 180 meters Scaled)
 AG5422
 AG5422_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL181848(NAD 83)
 AG5422
 AG5422                          SUPERSEDED SURVEY CONTROL
 AG5422
 AG5422  NGVD 29 (??/??/92)    2.499  (m)            8.20   (f) ADJ UNCH    2 0
 AG5422
 AG5422.Superseded values are not recommended for survey control.
 AG5422
 AG5422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5422.See file dsdata.pdf to determine how the superseded data were derived.
 AG5422
 AG5422_MARKER: DB = BENCH MARK DISK
 AG5422_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG5422_SP_SET: CURB
 AG5422_STAMPING: NO III
 AG5422_MARK LOGO: CGS
 AG5422_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5422
 AG5422  HISTORY     - Date     Condition        Report By
 AG5422  HISTORY     - UNK      MONUMENTED       CGS
 AG5422  HISTORY     - 1943     GOOD             CGS
 AG5422  HISTORY     - 1959     MARK NOT FOUND   CGS
 AG5422
 AG5422                          STATION DESCRIPTION
 AG5422
 AG5422'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 AG5422'AT INDIAN ROCKS.
 AG5422'AT INDIAN ROCKS, PINELLAS COUNTY, 0.1 MILE SOUTHWEST OF INDIAN
 AG5422'ROCKS BRIDGE OVER THE NARROWS, 30 FEET EAST OF THE CENTERLINE
 AG5422'OF THE ROAD, AT THE SOUTH SIDE OF AN APARTMENT HOUSE FACING
 AG5422'GULF BEACH, IN THE TOP OF THE 2-FOOT-HIGH CURB AROUND THE CONCRETE
 AG5422'PORCH, AND 10 FEET SOUTH OF THE SOUTH EDGE OF THE STEPS.  A
 AG5422'STANDARD DISK, STAMPED NO III.  NOTE-- THE 2-FOOT-HIGH CURB AROUND
 AG5422'THE PORCH HAS BROKEN LOOSE AND THE OWNER POURED A NEW CONCRETE
 AG5422'SLAB ON TOP OF THE DISK.  THE MARK CAN ONLY BE RECOVERED BY
 AG5422'CUTTING THE NEW SLAB AWAY FROM THE OLD ONE.
 AG5422
 AG5422                          STATION RECOVERY (1959)
 AG5422
 AG5422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959
 AG5422'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6731 ***********************************************************************
 AG6731  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6731  DESIGNATION -  872 6625 TIDAL 5
 AG6731  PID         -  AG6731
 AG6731  STATE/COUNTY-  FL/PINELLAS
 AG6731  COUNTRY     -  US
 AG6731  USGS QUAD   -  CLEARWATER (2018)
 AG6731
 AG6731                         *CURRENT SURVEY CONTROL
 AG6731  ______________________________________________________________________
 AG6731* NAD 83(1986) POSITION- 27 52 31.     (N) 082 50 59.     (W)   SCALED
 AG6731* NAVD 88 ORTHO HEIGHT -     1.978 (meters)        6.49  (feet) ADJUSTED
 AG6731  ______________________________________________________________________
 AG6731  GEOID HEIGHT    -        -24.404 (meters)                     GEOID18
 AG6731  DYNAMIC HEIGHT  -          1.975 (meters)        6.48  (feet) COMP
 AG6731  MODELED GRAVITY -    979,185.8   (mgal)                       NAVD 88
 AG6731
 AG6731  VERT ORDER      -  SECOND    CLASS I
 AG6731
 AG6731.The horizontal coordinates were scaled from a map and have
 AG6731.an estimated accuracy of +/- 6 seconds.
 AG6731
 AG6731.The orthometric height was determined by differential leveling and
 AG6731.adjusted by the NATIONAL GEODETIC SURVEY
 AG6731.in June 1991.
 AG6731
 AG6731.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6731.GEOID18 height accuracy estimate available here.
 AG6731
 AG6731.This Tidal Bench Mark is designated as VM 6597
 AG6731.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6731
 AG6731.This Tidal Bench Mark is designated as VM 18087
 AG6731.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6731
 AG6731.Click photographs - Photos may exist for this station.
 AG6731
 AG6731.The dynamic height is computed by dividing the NAVD 88
 AG6731.geopotential number by the normal gravity value computed on the
 AG6731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6731.degrees latitude (g = 980.6199 gals.).
 AG6731
 AG6731.The modeled gravity was interpolated from observed gravity values.
 AG6731
 AG6731;                    North         East    Units  Estimated Accuracy
 AG6731;SPC FL W     -   392,680.      116,330.      MT  (+/- 180 meters Scaled)
 AG6731
 AG6731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL179847(NAD 83)
 AG6731
 AG6731                          SUPERSEDED SURVEY CONTROL
 AG6731
 AG6731  NGVD 29 (??/??/92)    2.243  (m)            7.36   (f) ADJ UNCH    2 1
 AG6731
 AG6731.Superseded values are not recommended for survey control.
 AG6731
 AG6731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6731.See file dsdata.pdf to determine how the superseded data were derived.
 AG6731
 AG6731_MARKER: DB = BENCH MARK DISK
 AG6731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG6731_STAMPING: NO 5 RESET 1954
 AG6731_MARK LOGO: CGS
 AG6731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6731+STABILITY: SURFACE MOTION
 AG6731
 AG6731  HISTORY     - Date     Condition        Report By
 AG6731  HISTORY     - 1954     MONUMENTED       CGS
 AG6731  HISTORY     - 1975     GOOD             FLDT
 AG6731  HISTORY     - 1982     GOOD             FLDNR
 AG6731  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG6731  HISTORY     - 19961218 MARK NOT FOUND   USPSQD
 AG6731
 AG6731                          STATION DESCRIPTION
 AG6731
 AG6731'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG6731'AT INDIAN ROCKS BEACH.
 AG6731'TO REACH STATION FROM THE INTERSECTION OF GULF BLVD. (S.R. 699)
 AG6731'AND S.R. 694 (5TH AVE. N.), RUN SOUTHERLY ALONG GULF BLVD. FOR
 AG6731'0.65 MILE.  STATION ON RIGHT, IN THE SE CORNER OF THE PROPERTY
 AG6731'AT 46 GULF BLVD., 24 FT. W. OF CENTERLINE OF GULF BLVD, 52 FT.
 AG6731'N. OF POWER AND LIGHT POLE NUMBER 2-1350, 8.5 FT. NW OF CHAIN
 AG6731'LINK FENCE.  SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 AG6731'GROUND.  SECTION 13, T 30S, R 14E.  TIDAL STA 3-53
 AG6731
 AG6731                          STATION RECOVERY (1982)
 AG6731
 AG6731'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6731'RECOVERED IN GOOD CONDITION.
 AG6731
 AG6731                          STATION RECOVERY (1990)
 AG6731
 AG6731'RECOVERY NOTE BY US POWER SQUADRON 1990 (WF)
 AG6731'MARK NOT FOUND.
 AG6731
 AG6731                          STATION RECOVERY (1996)
 AG6731
 AG6731'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG6731'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7437 ***********************************************************************
 AG7437  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7437  DESIGNATION -  872 6625 TIDAL 7
 AG7437  PID         -  AG7437
 AG7437  STATE/COUNTY-  FL/PINELLAS
 AG7437  COUNTRY     -  US
 AG7437  USGS QUAD   -  SEMINOLE (2018)
 AG7437
 AG7437                         *CURRENT SURVEY CONTROL
 AG7437  ______________________________________________________________________
 AG7437* NAD 83(1986) POSITION- 27 52 27.     (N) 082 51 05.     (W)   SCALED
 AG7437* NAVD 88 ORTHO HEIGHT -     2.201 (meters)        7.22  (feet) ADJUSTED
 AG7437  ______________________________________________________________________
 AG7437  GEOID HEIGHT    -        -24.399 (meters)                     GEOID18
 AG7437  DYNAMIC HEIGHT  -          2.198 (meters)        7.21  (feet) COMP
 AG7437  MODELED GRAVITY -    979,185.8   (mgal)                       NAVD 88
 AG7437
 AG7437  VERT ORDER      -  SECOND    CLASS I
 AG7437
 AG7437.The horizontal coordinates were scaled from a map and have
 AG7437.an estimated accuracy of +/- 6 seconds.
 AG7437
 AG7437.The orthometric height was determined by differential leveling and
 AG7437.adjusted by the NATIONAL GEODETIC SURVEY
 AG7437.in June 1991.
 AG7437
 AG7437.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7437.GEOID18 height accuracy estimate available here.
 AG7437
 AG7437.This Tidal Bench Mark is designated as VM 10685
 AG7437.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7437
 AG7437.This Tidal Bench Mark is designated as VM 6598
 AG7437.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7437
 AG7437.Click photographs - Photos may exist for this station.
 AG7437
 AG7437.The dynamic height is computed by dividing the NAVD 88
 AG7437.geopotential number by the normal gravity value computed on the
 AG7437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7437.degrees latitude (g = 980.6199 gals.).
 AG7437
 AG7437.The modeled gravity was interpolated from observed gravity values.
 AG7437
 AG7437;                    North         East    Units  Estimated Accuracy
 AG7437;SPC FL W     -   392,560.      116,160.      MT  (+/- 180 meters Scaled)
 AG7437
 AG7437_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL177846(NAD 83)
 AG7437
 AG7437                          SUPERSEDED SURVEY CONTROL
 AG7437
 AG7437  NGVD 29 (??/??/92)    2.466  (m)            8.09   (f) ADJ UNCH    2 1
 AG7437
 AG7437.Superseded values are not recommended for survey control.
 AG7437
 AG7437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7437.See file dsdata.pdf to determine how the superseded data were derived.
 AG7437
 AG7437_MARKER: DB = BENCH MARK DISK
 AG7437_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7437_SP_SET: PATIO
 AG7437_STAMPING: BM 7 1972
 AG7437_MARK LOGO: CGS
 AG7437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7437+STABILITY: SURFACE MOTION
 AG7437
 AG7437  HISTORY     - Date     Condition        Report By
 AG7437  HISTORY     - 1972     MONUMENTED       NOS
 AG7437  HISTORY     - 1982     GOOD             FLDNR
 AG7437  HISTORY     - 19960218 GOOD             USPSQD
 AG7437  HISTORY     - 20170420 MARK NOT FOUND   NGS
 AG7437
 AG7437                          STATION DESCRIPTION
 AG7437
 AG7437'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7437'IN INDIAN ROCKS BEACH.
 AG7437'BEGIN AT THE JUNCTION OF GULF BOULEVARD (STATE ROAD 699) AND STATE
 AG7437'ROAD 694 (WALSINGHAM ROAD), GO 0.7 MILE SOUTH ON GULF BOULEVARD TO
 AG7437'THE APARTMENTS AT 30 GULF BOULEVARD AND THE MARK.  THE MARK IS
 AG7437'LOCATED AT THE SOUTHWEST CORNER OF THE PATIO BEHIND THE BUILDING.
 AG7437
 AG7437                          STATION RECOVERY (1996)
 AG7437
 AG7437'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7437'RECOVERED IN GOOD CONDITION.
 AG7437
 AG7437                          STATION RECOVERY (2017)
 AG7437
 AG7437'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG7437'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7469 ***********************************************************************
 AG7469  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7469  DESIGNATION -  872 6632 A TIDAL
 AG7469  PID         -  AG7469
 AG7469  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7469  COUNTRY     -  US
 AG7469  USGS QUAD   -  TAMPA (2018)
 AG7469
 AG7469                         *CURRENT SURVEY CONTROL
 AG7469  ______________________________________________________________________
 AG7469* NAD 83(1986) POSITION- 27 52 58.     (N) 082 23 44.     (W)   SCALED
 AG7469* NAVD 88 ORTHO HEIGHT -     1.689 (meters)        5.54  (feet) ADJUSTED
 AG7469  ______________________________________________________________________
 AG7469  GEOID HEIGHT    -        -24.999 (meters)                     GEOID18
 AG7469  DYNAMIC HEIGHT  -          1.686 (meters)        5.53  (feet) COMP
 AG7469  MODELED GRAVITY -    979,178.8   (mgal)                       NAVD 88
 AG7469
 AG7469  VERT ORDER      -  FIRST     CLASS II
 AG7469
 AG7469.The horizontal coordinates were scaled from a map and have
 AG7469.an estimated accuracy of +/- 6 seconds.
 AG7469
 AG7469.The orthometric height was determined by differential leveling and
 AG7469.adjusted by the NATIONAL GEODETIC SURVEY
 AG7469.in June 1991.
 AG7469
 AG7469.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7469.GEOID18 height accuracy estimate available here.
 AG7469
 AG7469.This Tidal Bench Mark is designated as VM 6633
 AG7469.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7469
 AG7469.Click photographs - Photos may exist for this station.
 AG7469
 AG7469.The dynamic height is computed by dividing the NAVD 88
 AG7469.geopotential number by the normal gravity value computed on the
 AG7469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7469.degrees latitude (g = 980.6199 gals.).
 AG7469
 AG7469.The modeled gravity was interpolated from observed gravity values.
 AG7469
 AG7469;                    North         East    Units  Estimated Accuracy
 AG7469;SPC FL W     -   393,280.      161,050.      MT  (+/- 180 meters Scaled)
 AG7469
 AG7469_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL626849(NAD 83)
 AG7469
 AG7469                          SUPERSEDED SURVEY CONTROL
 AG7469
 AG7469.No superseded survey control is available for this station.
 AG7469
 AG7469_MARKER: DD = SURVEY DISK
 AG7469_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7469_SP_SET: CULVERT HEADWALL
 AG7469_STAMPING: 6632 A 1977
 AG7469_MARK LOGO: NOS
 AG7469_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7469+STABILITY: SURFACE MOTION
 AG7469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7469+SATELLITE: SATELLITE OBSERVATIONS - June 18, 2009
 AG7469
 AG7469  HISTORY     - Date     Condition        Report By
 AG7469  HISTORY     - 1977     MONUMENTED       NOS
 AG7469  HISTORY     - 1982     GOOD             FLDNR
 AG7469  HISTORY     - 20070801 GOOD             FLDEP
 AG7469  HISTORY     - 20090618 GOOD             FL-057
 AG7469
 AG7469                          STATION DESCRIPTION
 AG7469
 AG7469'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7469'IN TAMPA.
 AG7469'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER PALM
 AG7469'RIVER, GO 4.45 MILES SOUTH ON U.S. 41 TO THE MARK.  THE MARK BEARS
 AG7469'29 FEET SOUTHWEST OF THE CENTERLINE OF THE SOUTHBOUND LANE, 3 FEET
 AG7469'SOUTHEAST OF THE NORTHWEST END OF THE CULVERT HEADWALL, AND 60 FEET
 AG7469'NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL.
 AG7469'THE MARK IS 2 FT BELOW HIGHWAY.
 AG7469
 AG7469                          STATION RECOVERY (2007)
 AG7469
 AG7469'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7469'RECOVERED AS DESCRIBED.
 AG7469
 AG7469                          STATION RECOVERY (2009)
 AG7469
 AG7469'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2009 (JG)
 AG7469'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7468 ***********************************************************************
 AG7468  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7468  DESIGNATION -  872 6632 B TIDAL
 AG7468  PID         -  AG7468
 AG7468  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7468  COUNTRY     -  US
 AG7468  USGS QUAD   -  TAMPA (2018)
 AG7468
 AG7468                         *CURRENT SURVEY CONTROL
 AG7468  ______________________________________________________________________
 AG7468* NAD 83(1986) POSITION- 27 52 58.14   (N) 082 23 44.63   (W)   HD_HELD1
 AG7468* NAVD 88 ORTHO HEIGHT -     1.660 (meters)        5.45  (feet) ADJUSTED
 AG7468  ______________________________________________________________________
 AG7468  GEOID HEIGHT    -        -24.999 (meters)                     GEOID18
 AG7468  DYNAMIC HEIGHT  -          1.657 (meters)        5.44  (feet) COMP
 AG7468  MODELED GRAVITY -    979,178.8   (mgal)                       NAVD 88
 AG7468
 AG7468  VERT ORDER      -  FIRST     CLASS II
 AG7468
 AG7468.The horizontal coordinates were determined by differentially corrected
 AG7468.hand held GPS observations or other comparable positioning techniques
 AG7468.and have an estimated accuracy of +/- 3 meters.
 AG7468
 AG7468.The orthometric height was determined by differential leveling and
 AG7468.adjusted by the NATIONAL GEODETIC SURVEY
 AG7468.in July 2009.
 AG7468
 AG7468.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7468.GEOID18 height accuracy estimate available here.
 AG7468
 AG7468.This Tidal Bench Mark is designated as VM 6634
 AG7468.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7468
 AG7468.Click photographs - Photos may exist for this station.
 AG7468
 AG7468.The dynamic height is computed by dividing the NAVD 88
 AG7468.geopotential number by the normal gravity value computed on the
 AG7468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7468.degrees latitude (g = 980.6199 gals.).
 AG7468
 AG7468.The modeled gravity was interpolated from observed gravity values.
 AG7468
 AG7468;                    North         East    Units  Estimated Accuracy
 AG7468;SPC FL W     -   393,286.6     161,035.3     MT  (+/- 3 meters HH1 GPS) 
 AG7468
 AG7468_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6261285004(NAD 83)
 AG7468
 AG7468                          SUPERSEDED SURVEY CONTROL
 AG7468
 AG7468  NAVD 88 (06/15/91)    1.651  (m)            5.42   (f) SUPERSEDED  2 1
 AG7468
 AG7468.Superseded values are not recommended for survey control.
 AG7468
 AG7468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7468.See file dsdata.pdf to determine how the superseded data were derived.
 AG7468
 AG7468_MARKER: DD = SURVEY DISK
 AG7468_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7468_SP_SET: BOX DRAIN
 AG7468_STAMPING: 6632 B 1977
 AG7468_MARK LOGO: NOS
 AG7468_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7468+STABILITY: SURFACE MOTION
 AG7468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7468+SATELLITE: SATELLITE OBSERVATIONS - April 18, 2008
 AG7468
 AG7468  HISTORY     - Date     Condition        Report By
 AG7468  HISTORY     - 1977     MONUMENTED       NOS
 AG7468  HISTORY     - 1982     GOOD             FLDNR
 AG7468  HISTORY     - 20070621 GOOD             FLDEP
 AG7468  HISTORY     - 20080418 GOOD             FL-057
 AG7468
 AG7468                          STATION DESCRIPTION
 AG7468
 AG7468'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7468'IN TAMPA.
 AG7468'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER PALM
 AG7468'RIVER, GO 4.45 MILES SOUTH ON U.S. 41 TO THE MARK.  THE MARK BEARS
 AG7468'29.5 FEET NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND LANE OF U.S.
 AG7468'41, 36.7 FEET SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANE,
 AG7468'AND SET IN THE TOP OF A BOX DRAIN (6 FEET BY 7 FEET) WITH AN IRON
 AG7468'GRATE.
 AG7468'THE MARK IS 2 FT BELOW HIGHWAY.
 AG7468
 AG7468                          STATION RECOVERY (2007)
 AG7468
 AG7468'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7468'RECOVERED AS DESCRIBED.
 AG7468
 AG7468                          STATION RECOVERY (2008)
 AG7468
 AG7468'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2008 (JG)
 AG7468'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7467 ***********************************************************************
 AG7467  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7467  DESIGNATION -  872 6632 C TIDAL
 AG7467  PID         -  AG7467
 AG7467  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7467  COUNTRY     -  US
 AG7467  USGS QUAD   -  TAMPA (2018)
 AG7467
 AG7467                         *CURRENT SURVEY CONTROL
 AG7467  ______________________________________________________________________
 AG7467* NAD 83(1986) POSITION- 27 52 58.     (N) 082 23 44.     (W)   SCALED
 AG7467* NAVD 88 ORTHO HEIGHT -     1.663 (meters)        5.46  (feet) ADJUSTED
 AG7467  ______________________________________________________________________
 AG7467  GEOID HEIGHT    -        -24.999 (meters)                     GEOID18
 AG7467  DYNAMIC HEIGHT  -          1.660 (meters)        5.45  (feet) COMP
 AG7467  MODELED GRAVITY -    979,178.8   (mgal)                       NAVD 88
 AG7467
 AG7467  VERT ORDER      -  FIRST     CLASS II
 AG7467
 AG7467.The horizontal coordinates were scaled from a map and have
 AG7467.an estimated accuracy of +/- 6 seconds.
 AG7467
 AG7467.The orthometric height was determined by differential leveling and
 AG7467.adjusted by the NATIONAL GEODETIC SURVEY
 AG7467.in July 2009.
 AG7467
 AG7467.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7467.GEOID18 height accuracy estimate available here.
 AG7467
 AG7467.This Tidal Bench Mark is designated as VM 6635
 AG7467.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7467
 AG7467.Click photographs - Photos may exist for this station.
 AG7467
 AG7467.The dynamic height is computed by dividing the NAVD 88
 AG7467.geopotential number by the normal gravity value computed on the
 AG7467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7467.degrees latitude (g = 980.6199 gals.).
 AG7467
 AG7467.The modeled gravity was interpolated from observed gravity values.
 AG7467
 AG7467;                    North         East    Units  Estimated Accuracy
 AG7467;SPC FL W     -   393,280.      161,050.      MT  (+/- 180 meters Scaled)
 AG7467
 AG7467_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL626849(NAD 83)
 AG7467
 AG7467                          SUPERSEDED SURVEY CONTROL
 AG7467
 AG7467  NAVD 88 (06/15/91)    1.657  (m)            5.44   (f) SUPERSEDED  2 1
 AG7467
 AG7467.Superseded values are not recommended for survey control.
 AG7467
 AG7467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7467.See file dsdata.pdf to determine how the superseded data were derived.
 AG7467
 AG7467_MARKER: DD = SURVEY DISK
 AG7467_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7467_SP_SET: CULVERT HEADWALL
 AG7467_STAMPING: 6632 C 1977
 AG7467_MARK LOGO: NOS
 AG7467_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7467+STABILITY: SURFACE MOTION
 AG7467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7467+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2009
 AG7467
 AG7467  HISTORY     - Date     Condition        Report By
 AG7467  HISTORY     - 1977     MONUMENTED       NOS
 AG7467  HISTORY     - 1982     GOOD             FLDNR
 AG7467  HISTORY     - 20070620 GOOD             FLDEP
 AG7467  HISTORY     - 20090617 GOOD             FL-057
 AG7467
 AG7467                          STATION DESCRIPTION
 AG7467
 AG7467'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7467'IN TAMPA.
 AG7467'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER PALM
 AG7467'RIVER, GO 4.45 MILES SOUTH ON U.S. 41 TO THE MARK.  THE MARK BEARS
 AG7467'26.5 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF U.S.
 AG7467'41, AND 0.8 FOOT NORTHWEST OF THE SOUTHEAST END OF THE CULVERT
 AG7467'HEADWALL.
 AG7467'THE MARK IS 2 FT BELOW HIGHWAY.
 AG7467
 AG7467                          STATION RECOVERY (2007)
 AG7467
 AG7467'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7467'RECOVERED AS DESCRIBED.
 AG7467
 AG7467                          STATION RECOVERY (2009)
 AG7467
 AG7467'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2009 (JG)
 AG7467'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7466 ***********************************************************************
 AG7466  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7466  DESIGNATION -  872 6632 E TIDAL
 AG7466  PID         -  AG7466
 AG7466  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7466  COUNTRY     -  US
 AG7466  USGS QUAD   -  TAMPA (2018)
 AG7466
 AG7466                         *CURRENT SURVEY CONTROL
 AG7466  ______________________________________________________________________
 AG7466* NAD 83(1986) POSITION- 27 52 55.     (N) 082 23 41.     (W)   SCALED
 AG7466* NAVD 88 ORTHO HEIGHT -     0.966 (meters)        3.17  (feet) ADJUSTED
 AG7466  ______________________________________________________________________
 AG7466  GEOID HEIGHT    -        -24.999 (meters)                     GEOID18
 AG7466  DYNAMIC HEIGHT  -          0.965 (meters)        3.17  (feet) COMP
 AG7466  MODELED GRAVITY -    979,178.6   (mgal)                       NAVD 88
 AG7466
 AG7466  VERT ORDER      -  SECOND    CLASS I
 AG7466
 AG7466.The horizontal coordinates were scaled from a map and have
 AG7466.an estimated accuracy of +/- 6 seconds.
 AG7466
 AG7466.The orthometric height was determined by differential leveling and
 AG7466.adjusted by the NATIONAL GEODETIC SURVEY
 AG7466.in June 1991.
 AG7466
 AG7466.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7466.GEOID18 height accuracy estimate available here.
 AG7466
 AG7466.This Tidal Bench Mark is designated as VM 6636
 AG7466.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7466
 AG7466.Click photographs - Photos may exist for this station.
 AG7466
 AG7466.The dynamic height is computed by dividing the NAVD 88
 AG7466.geopotential number by the normal gravity value computed on the
 AG7466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7466.degrees latitude (g = 980.6199 gals.).
 AG7466
 AG7466.The modeled gravity was interpolated from observed gravity values.
 AG7466
 AG7466;                    North         East    Units  Estimated Accuracy
 AG7466;SPC FL W     -   393,190.      161,130.      MT  (+/- 180 meters Scaled)
 AG7466
 AG7466_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL627849(NAD 83)
 AG7466
 AG7466                          SUPERSEDED SURVEY CONTROL
 AG7466
 AG7466.No superseded survey control is available for this station.
 AG7466
 AG7466_MARKER: DD = SURVEY DISK
 AG7466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG7466_STAMPING: 6632 E 1977
 AG7466_MARK LOGO: NOS
 AG7466_PROJECTION: FLUSH
 AG7466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7466+STABILITY: SURFACE MOTION
 AG7466
 AG7466  HISTORY     - Date     Condition        Report By
 AG7466  HISTORY     - 1977     MONUMENTED       NOS
 AG7466  HISTORY     - 1982     GOOD             FLDNR
 AG7466
 AG7466                          STATION DESCRIPTION
 AG7466
 AG7466'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7466'IN TAMPA.
 AG7466'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER PALM
 AG7466'RIVER, GO 4.55 MILES SOUTH ON U.S. 41 TO THE MARK.  THE MARK
 AG7466'BEARS 78 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 AG7466'U.S. 41, AND 3.5 FEET SOUTHWEST OF THE SOUTHWEST END OF A
 AG7466'BILLBOARD SIGN WITH A WITNESS SIGN ATTACHED.
 AG7466'THE MARK IS 4 FT BELOW HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7465 ***********************************************************************
 AG7465  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7465  DESIGNATION -  872 6632 F TIDAL
 AG7465  PID         -  AG7465
 AG7465  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7465  COUNTRY     -  US
 AG7465  USGS QUAD   -  TAMPA (2018)
 AG7465
 AG7465                         *CURRENT SURVEY CONTROL
 AG7465  ______________________________________________________________________
 AG7465* NAD 83(1986) POSITION- 27 52 53.     (N) 082 23 41.     (W)   SCALED
 AG7465* NAVD 88 ORTHO HEIGHT -     2.817 (meters)        9.24  (feet) ADJUSTED
 AG7465  ______________________________________________________________________
 AG7465  GEOID HEIGHT    -        -24.998 (meters)                     GEOID18
 AG7465  DYNAMIC HEIGHT  -          2.812 (meters)        9.23  (feet) COMP
 AG7465  MODELED GRAVITY -    979,178.6   (mgal)                       NAVD 88
 AG7465
 AG7465  VERT ORDER      -  SECOND    CLASS I
 AG7465
 AG7465.The horizontal coordinates were scaled from a map and have
 AG7465.an estimated accuracy of +/- 6 seconds.
 AG7465
 AG7465.The orthometric height was determined by differential leveling and
 AG7465.adjusted by the NATIONAL GEODETIC SURVEY
 AG7465.in June 1991.
 AG7465
 AG7465.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7465.GEOID18 height accuracy estimate available here.
 AG7465
 AG7465.This Tidal Bench Mark is designated as VM 6637
 AG7465.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7465
 AG7465.Click photographs - Photos may exist for this station.
 AG7465
 AG7465.The dynamic height is computed by dividing the NAVD 88
 AG7465.geopotential number by the normal gravity value computed on the
 AG7465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7465.degrees latitude (g = 980.6199 gals.).
 AG7465
 AG7465.The modeled gravity was interpolated from observed gravity values.
 AG7465
 AG7465;                    North         East    Units  Estimated Accuracy
 AG7465;SPC FL W     -   393,130.      161,130.      MT  (+/- 180 meters Scaled)
 AG7465
 AG7465_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL627848(NAD 83)
 AG7465
 AG7465                          SUPERSEDED SURVEY CONTROL
 AG7465
 AG7465.No superseded survey control is available for this station.
 AG7465
 AG7465_MARKER: DD = SURVEY DISK
 AG7465_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7465_STAMPING: 6632 F 1977
 AG7465_MARK LOGO: NOS
 AG7465_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7465_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7465
 AG7465  HISTORY     - Date     Condition        Report By
 AG7465  HISTORY     - 1977     MONUMENTED       NOS
 AG7465  HISTORY     - 1982     GOOD             FLDNR
 AG7465
 AG7465                          STATION DESCRIPTION
 AG7465
 AG7465'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7465'IN TAMPA.
 AG7465'BEGIN AT THE SOUTH END OF THE U.S. HIGHWAY 41 BRIDGE OVER PALM
 AG7465'RIVER, GO 4.6 MILES SOUTH ON U.S. 41 TO THE MARK.  THE MARK BEARS
 AG7465'33.5 FEET SOUTHWEST OF THE CENTERLINE OF THE NORTHBOUND LANE OF
 AG7465'U.S. 41, 33.5 FEET NORTHEAST OF THE CENTERLINE OF THE SOUTHBOUND
 AG7465'LANE, AND 6 FEET NORTH OF THE NORTH CURB OF THE MEDIAN CROSS-OVER
 AG7465'ROAD.  THE MARK IS SET ATOP A COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL.
 AG7465'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1715 ***********************************************************************
 DL1715  DESIGNATION -  872 6632 G TIDAL
 DL1715  PID         -  DL1715
 DL1715  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1715  COUNTRY     -  US
 DL1715  USGS QUAD   -  TAMPA (2018)
 DL1715
 DL1715                         *CURRENT SURVEY CONTROL
 DL1715  ______________________________________________________________________
 DL1715* NAD 83(1986) POSITION- 27 52 50.77   (N) 082 23 40.09   (W)   HD_HELD1
 DL1715* NAVD 88 ORTHO HEIGHT -     2.747 (meters)        9.01  (feet) ADJUSTED
 DL1715  ______________________________________________________________________
 DL1715  GEOID HEIGHT    -        -24.998 (meters)                     GEOID18
 DL1715  DYNAMIC HEIGHT  -          2.742 (meters)        9.00  (feet) COMP
 DL1715  MODELED GRAVITY -    979,178.5   (mgal)                       NAVD 88
 DL1715
 DL1715  VERT ORDER      -  FIRST     CLASS II
 DL1715
 DL1715.The horizontal coordinates were determined by differentially corrected
 DL1715.hand held GPS observations or other comparable positioning techniques
 DL1715.and have an estimated accuracy of +/- 3 meters.
 DL1715
 DL1715.The orthometric height was determined by differential leveling and
 DL1715.adjusted by the NATIONAL GEODETIC SURVEY
 DL1715.in July 2009.
 DL1715
 DL1715.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1715.GEOID18 height accuracy estimate available here.
 DL1715
 DL1715.Click photographs - Photos may exist for this station.
 DL1715
 DL1715.The dynamic height is computed by dividing the NAVD 88
 DL1715.geopotential number by the normal gravity value computed on the
 DL1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1715.degrees latitude (g = 980.6199 gals.).
 DL1715
 DL1715.The modeled gravity was interpolated from observed gravity values.
 DL1715
 DL1715;                    North         East    Units  Estimated Accuracy
 DL1715;SPC FL W     -   393,059.3     161,158.7     MT  (+/- 3 meters HH1 GPS) 
 DL1715
 DL1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6273384775(NAD 83)
 DL1715
 DL1715                          SUPERSEDED SURVEY CONTROL
 DL1715
 DL1715.No superseded survey control is available for this station.
 DL1715
 DL1715_MARKER: F = FLANGE-ENCASED ROD
 DL1715_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1715_STAMPING: 6632 G 2007
 DL1715_MARK LOGO: NGS
 DL1715_PROJECTION: FLUSH
 DL1715_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DL1715_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1715+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2007
 DL1715_ROD/PIPE-DEPTH: 6.1 meters
 DL1715
 DL1715  HISTORY     - Date     Condition        Report By
 DL1715  HISTORY     - 20070721 MONUMENTED       FLDEP
 DL1715
 DL1715                          STATION DESCRIPTION
 DL1715
 DL1715'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1715'THE MARK IS ABOUT 4.5 MI (5.6 KM) SOUTHEAST OF TAMPA, 2.5 MI (4.0 KM)
 DL1715'NORTH OF GIBSONTON, IN SECTION 10, TOWNSHIP 30 SOUTH, RANGE 19 EAST.
 DL1715'
 DL1715'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND THE SOUTH
 DL1715'END OF THE BRIDGE SPANNING THE ALAFIA RIVER ON THE NORTH SIDE OF
 DL1715'GIBSONTON, GO NORTH-NORTHWEST ON U.S. HIGHWAY 41 FOR 1.75 MI (2.8 KM)
 DL1715'TO THE MARK ON THE LEFT IN THE MEDIAN, A STAINLESS STEEL ROD DRIVEN TO
 DL1715'REFUSAL AT A DEPTH OF 20.0 FT (6.1 M) WITH A NGS LOGO CAP FLUSH WITH
 DL1715'THE GROUND AND ABOUT 0.5 FT (0.2 M) ABOVE THE LEVEL OF U.S. HIGHWAY
 DL1715'41, THE DATUM POINT IS RECESSED 0.2 FT (0.1 M) BELOW THE LEVEL OF THE
 DL1715'NGS LOGO CAP.
 DL1715'
 DL1715'LOCATED 34.0 FT (10.4 M) EAST-NORTHEAST OF THE CENTERLINE OF U.S.
 DL1715'HIGHWAY 41 SOUTHBOUND LANES, 31.6 FT (9.6 M) WEST-SOUTHWEST OF THE
 DL1715'CENTERLINE OF U.S. HIGHWAY 41 NORTHBOUND LANES, 12.5 FT (3.8 M)
 DL1715'NORTH-NORTHWEST OF THE NORTH EDGE OF THE MEDIAN CROSSOVER AND 5.7 FT
 DL1715'(1.7 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 DL1715'
 DL1715'NOTE A MAGNET WAS PLACED INSIDE OF THE NGS LOGO CAP.
 DL1715'
 DL1715'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NGS
 DL1715'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1716 ***********************************************************************
 DL1716  DESIGNATION -  872 6632 H TIDAL
 DL1716  PID         -  DL1716
 DL1716  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1716  COUNTRY     -  US
 DL1716  USGS QUAD   -  TAMPA (2018)
 DL1716
 DL1716                         *CURRENT SURVEY CONTROL
 DL1716  ______________________________________________________________________
 DL1716* NAD 83(1986) POSITION- 27 52 40.     (N) 082 23 32.     (W)   SCALED
 DL1716* NAVD 88 ORTHO HEIGHT -     1.671 (meters)        5.48  (feet) ADJUSTED
 DL1716  ______________________________________________________________________
 DL1716  GEOID HEIGHT    -        -24.997 (meters)                     GEOID18
 DL1716  DYNAMIC HEIGHT  -          1.668 (meters)        5.47  (feet) COMP
 DL1716  MODELED GRAVITY -    979,178.0   (mgal)                       NAVD 88
 DL1716
 DL1716  VERT ORDER      -  FIRST     CLASS II
 DL1716
 DL1716.The horizontal coordinates were scaled from a map and have
 DL1716.an estimated accuracy of +/- 6 seconds.
 DL1716
 DL1716.The orthometric height was determined by differential leveling and
 DL1716.adjusted by the NATIONAL GEODETIC SURVEY
 DL1716.in July 2009.
 DL1716
 DL1716.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1716.GEOID18 height accuracy estimate available here.
 DL1716
 DL1716.Click photographs - Photos may exist for this station.
 DL1716
 DL1716.The dynamic height is computed by dividing the NAVD 88
 DL1716.geopotential number by the normal gravity value computed on the
 DL1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1716.degrees latitude (g = 980.6199 gals.).
 DL1716
 DL1716.The modeled gravity was interpolated from observed gravity values.
 DL1716
 DL1716;                    North         East    Units  Estimated Accuracy
 DL1716;SPC FL W     -   392,730.      161,380.      MT  (+/- 180 meters Scaled)
 DL1716
 DL1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL629844(NAD 83)
 DL1716
 DL1716                          SUPERSEDED SURVEY CONTROL
 DL1716
 DL1716.No superseded survey control is available for this station.
 DL1716
 DL1716_MARKER: DD = SURVEY DISK
 DL1716_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1716_SP_SET: BOX CULVERT HEADWALL
 DL1716_STAMPING: 6632 H 2007
 DL1716_MARK LOGO: FLDEP
 DL1716_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1716+STABILITY: SURFACE MOTION
 DL1716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1716+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2007
 DL1716
 DL1716  HISTORY     - Date     Condition        Report By
 DL1716  HISTORY     - 20070721 MONUMENTED       FLDEP
 DL1716
 DL1716                          STATION DESCRIPTION
 DL1716
 DL1716'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1716'THE MARK IS ABOUT 4.7 MI (7.6 KM) SOUTHEAST OF TAMPA, 2.0 MI (3.2 KM)
 DL1716'NORTH OF GIBSONTON, IN SECTION 15, TOWNSHIP 30 SOUTH, RANGE 19 EAST.
 DL1716'
 DL1716'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 41 AND THE SOUTH
 DL1716'END OF THE BRIDGE SPANNING THE ALAFIA RIVER ON THE NORTH SIDE OF
 DL1716'GIBSONTON, GO NORTH-NORTHWEST ON U.S. HIGHWAY 41 FOR 1.5 MI (2.4 KM)
 DL1716'TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE NORTH END OF A
 DL1716'LARGER HEADWALL ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF U.S. HIGHWAY
 DL1716'41 SOUTHBOUND LANES.
 DL1716'
 DL1716'LOCATED 63.0 FT (19.2 M) NORTHWEST OF THE SOUTHEAST END OF THE
 DL1716'HEADWALL, 27.0 FT (8.2 M) SOUTHWEST OF THE CENTERLINE OF U.S. HIGHWAY
 DL1716'41 SOUTHBOUND LANES, 5.0 FT (1.5 M) SOUTHEAST OF THE NORTHWEST END OF
 DL1716'THE HEADWALL AND 3.5 FT (1.1 M) SOUTHWEST OF A METAL GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7463 ***********************************************************************
 AG7463  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7463  DESIGNATION -  872 6639 1
 AG7463  PID         -  AG7463
 AG7463  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7463  COUNTRY     -  US
 AG7463  USGS QUAD   -  TAMPA (2018)
 AG7463
 AG7463                         *CURRENT SURVEY CONTROL
 AG7463  ______________________________________________________________________
 AG7463* NAD 83(1986) POSITION- 27 53 20.3    (N) 082 28 52.7    (W)   HD_HELD2
 AG7463* NAVD 88 ORTHO HEIGHT -     1.578 (meters)        5.18  (feet) ADJUSTED
 AG7463  ______________________________________________________________________
 AG7463  GEOID HEIGHT    -        -24.913 (meters)                     GEOID18
 AG7463  DYNAMIC HEIGHT  -          1.576 (meters)        5.17  (feet) COMP
 AG7463  MODELED GRAVITY -    979,181.1   (mgal)                       NAVD 88
 AG7463
 AG7463  VERT ORDER      -  SECOND    CLASS I
 AG7463
 AG7463.The horizontal coordinates were established by autonomous hand held GPS
 AG7463.observations and have an estimated accuracy of +/- 10 meters.
 AG7463
 AG7463.The orthometric height was determined by differential leveling and
 AG7463.adjusted by the NATIONAL GEODETIC SURVEY
 AG7463.in June 1991.
 AG7463
 AG7463.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7463.GEOID18 height accuracy estimate available here.
 AG7463
 AG7463.This Tidal Bench Mark is designated as VM 10689
 AG7463.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7463
 AG7463.Click photographs - Photos may exist for this station.
 AG7463
 AG7463.The dynamic height is computed by dividing the NAVD 88
 AG7463.geopotential number by the normal gravity value computed on the
 AG7463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7463.degrees latitude (g = 980.6199 gals.).
 AG7463
 AG7463.The modeled gravity was interpolated from observed gravity values.
 AG7463
 AG7463;                    North         East    Units  Estimated Accuracy
 AG7463;SPC FL W     -   393,999.      152,612.      MT  (+/- 10 meters HH2 GPS)
 AG7463
 AG7463_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5419685785(NAD 83)
 AG7463
 AG7463                          SUPERSEDED SURVEY CONTROL
 AG7463
 AG7463  NGVD 29 (??/??/92)    1.843  (m)            6.05   (f) ADJ UNCH    2 1
 AG7463
 AG7463.Superseded values are not recommended for survey control.
 AG7463
 AG7463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7463.See file dsdata.pdf to determine how the superseded data were derived.
 AG7463
 AG7463_MARKER: DD = SURVEY DISK
 AG7463_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7463_SP_SET: SLAB
 AG7463_STAMPING: NO 1 1975
 AG7463_MARK LOGO: NOS
 AG7463_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7463_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7463_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7463+SATELLITE: SATELLITE OBSERVATIONS - September 19, 2008
 AG7463
 AG7463  HISTORY     - Date     Condition        Report By
 AG7463  HISTORY     - 1975     MONUMENTED       NOS
 AG7463  HISTORY     - 1982     GOOD             FLDNR
 AG7463  HISTORY     - 19990321 GOOD             USPSQD
 AG7463  HISTORY     - 20030921 GOOD             USPSQD
 AG7463  HISTORY     - 20080919 GOOD             FLDEP
 AG7463
 AG7463                          STATION DESCRIPTION
 AG7463
 AG7463'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7463'IN TAMPA.
 AG7463'THE MARK IS LOCATED AT BALLAST POINT PARK ON THE EAST SIDE
 AG7463'OF THE INTERBAY PENINSULA AT THE EAST END OF BALLAST POINT
 AG7463'BOULEVARD.  THE MARK IS SET NEAR THE SOUTHEAST CORNER OF
 AG7463'THE DECKING FOR THE PICNIC TABLE SHELTER SOUTH OF THE PARK
 AG7463'GAZEBO, 160 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 AG7463'BAIT AND SANDWICH SHOP, 3.2 FEET NORTH-NORTHWEST OF THE
 AG7463'SOUTHEAST CORNER OF THE DECKING, AND 140 FEET EAST-NORTHEAST
 AG7463'OF BENCH MARK NO 2 1975.
 AG7463'THE MARK IS ABOVE LEVEL WITH GROUND.
 AG7463
 AG7463                          STATION RECOVERY (1999)
 AG7463
 AG7463'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG7463'RECOVERED IN GOOD CONDITION.
 AG7463
 AG7463                          STATION RECOVERY (2003)
 AG7463
 AG7463'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7463'MARK FOUND GOOD. THE 1982 DESCRIPTION IS ADEQUATE, EXCEPT THE SHELTER
 AG7463'IS NORTHWEST OF THE PARK GAZEBO, NOT SOUTH OF THE PARK GAZEBO.
 AG7463
 AG7463                          STATION RECOVERY (2008)
 AG7463
 AG7463'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7463'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6384 ***********************************************************************
 AG6384  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6384  DESIGNATION -  872 6639 2
 AG6384  PID         -  AG6384
 AG6384  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6384  COUNTRY     -  US
 AG6384  USGS QUAD   -  TAMPA (2018)
 AG6384
 AG6384                         *CURRENT SURVEY CONTROL
 AG6384  ______________________________________________________________________
 AG6384* NAD 83(1986) POSITION- 27 53 19.35   (N) 082 28 54.09   (W)   HD_HELD1
 AG6384* NAVD 88 ORTHO HEIGHT -     1.608 (meters)        5.28  (feet) ADJUSTED
 AG6384  ______________________________________________________________________
 AG6384  GEOID HEIGHT    -        -24.913 (meters)                     GEOID18
 AG6384  DYNAMIC HEIGHT  -          1.605 (meters)        5.27  (feet) COMP
 AG6384  MODELED GRAVITY -    979,181.1   (mgal)                       NAVD 88
 AG6384
 AG6384  VERT ORDER      -  SECOND    CLASS I
 AG6384
 AG6384.The horizontal coordinates were determined by differentially corrected
 AG6384.hand held GPS observations or other comparable positioning techniques
 AG6384.and have an estimated accuracy of +/- 3 meters.
 AG6384
 AG6384.The orthometric height was determined by differential leveling and
 AG6384.adjusted by the NATIONAL GEODETIC SURVEY
 AG6384.in June 1991.
 AG6384
 AG6384.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6384.GEOID18 height accuracy estimate available here.
 AG6384
 AG6384.This Tidal Bench Mark is designated as VM 10690
 AG6384.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6384
 AG6384.Click photographs - Photos may exist for this station.
 AG6384
 AG6384.The dynamic height is computed by dividing the NAVD 88
 AG6384.geopotential number by the normal gravity value computed on the
 AG6384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6384.degrees latitude (g = 980.6199 gals.).
 AG6384
 AG6384.The modeled gravity was interpolated from observed gravity values.
 AG6384
 AG6384;                    North         East    Units  Estimated Accuracy
 AG6384;SPC FL W     -   393,969.8     152,573.8     MT  (+/- 3 meters HH1 GPS) 
 AG6384
 AG6384_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5415785756(NAD 83)
 AG6384
 AG6384                          SUPERSEDED SURVEY CONTROL
 AG6384
 AG6384  NGVD 29 (??/??/92)    1.872  (m)            6.14   (f) ADJ UNCH    2 1
 AG6384
 AG6384.Superseded values are not recommended for survey control.
 AG6384
 AG6384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6384.See file dsdata.pdf to determine how the superseded data were derived.
 AG6384
 AG6384_MARKER: DJ = TIDAL STATION DISK
 AG6384_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG6384_STAMPING: NO 2 1975
 AG6384_MARK LOGO: NOS
 AG6384_PROJECTION: FLUSH
 AG6384_MAGNETIC: I = MARKER IS A STEEL ROD
 AG6384_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6384_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6384+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2017
 AG6384
 AG6384  HISTORY     - Date     Condition        Report By
 AG6384  HISTORY     - 1975     MONUMENTED       NGS
 AG6384  HISTORY     - 1976     GOOD             NGS
 AG6384  HISTORY     - 1982     GOOD             FLDNR
 AG6384  HISTORY     - 19990321 GOOD             USPSQD
 AG6384  HISTORY     - 20030921 GOOD             USPSQD
 AG6384  HISTORY     - 20080919 GOOD             FLDEP
 AG6384  HISTORY     - 20170211 GOOD             USPSQD
 AG6384
 AG6384                          STATION DESCRIPTION
 AG6384
 AG6384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6384'IN TAMPA.
 AG6384'AT TAMPA, AT BALLAST POINT PARK NEAR THE EAST END OF BALLAST POINT
 AG6384'BOULEVARD.  MARK IS SET ATOP A COPPER ROD DRIVEN TO REFUSAL, A 4 INCH
 AG6384'PVC PIPE WAS PLACED AROUND THE MARK AND A CONCRETE COLLAR WAS POURED
 AG6384'AROUND THE PVC PIPE.  MARK IS FLUSH WITH THE GROUND AND PVC PROJECTS 2
 AG6384'FEET.  MARK IS 140 FEET SOUTHWEST OF NO 1 1975, 27.5 FEET EAST OF
 AG6384'CENTER LINE OF INTER BAY BOULEVARD, AND 1.8 FEET NORTH OF POWER POLE
 AG6384'NO. 5210.
 AG6384
 AG6384                          STATION RECOVERY (1982)
 AG6384
 AG6384'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6384'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6384'THE MARK IS LOCATED AT BALLAST POINT PARK ON THE EAST SIDE
 AG6384'OF THE INTERBAY PENINSULA AT THE EAST END OF BALLAST POINT
 AG6384'BOULEVARD.  THE MARK IS AT THE WEST EDGE OF THE PARK, 27.5
 AG6384'FEET EAST OF THE CENTERLINE OF INTERBAY BOULEVARD, 1.8 FEET
 AG6384'NORTH OF POWER POLE 5210, AND 140 FEET WEST-SOUTHWEST OF
 AG6384'BENCH MARK NO 1 1975.  THE MARK IS SET ATOP A COPPER-CLAD
 AG6384'STEEL ROD DRIVEN TO REFUSAL AND ENCASED IN A PVC PIPE THAT
 AG6384'PROJECTS 2 INCHES ABOVE THE GROUND.
 AG6384'THE MARK IS ABOVE LEVEL WITH GROUND.
 AG6384
 AG6384                          STATION RECOVERY (1999)
 AG6384
 AG6384'RECOVERY NOTE BY US POWER SQUADRON 1999
 AG6384'RECOVERED IN GOOD CONDITION.
 AG6384
 AG6384                          STATION RECOVERY (2003)
 AG6384
 AG6384'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG6384'MARK FOUND GOOD. THE 1982 DESCRIPTION IS ADEQUATE, EXCEPT THE POWER
 AG6384'POLE IS NOW NUMBERED 24442-39226.  THE MARK IS 18 FEET WEST OF A
 AG6384'36-INCH IN DIAMETER OAK TREE.
 AG6384
 AG6384                          STATION RECOVERY (2008)
 AG6384
 AG6384'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG6384'RECOVERED IN GOOD CONDITION WITH THE ADDITIONAL INFORMATION, THE MARK
 AG6384'IS LOCATED 5.0 FT (1.5 M) EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK
 AG6384'AND 4.5 FT (1.4 M) NORTH OF A WOODEN POWER POLE.
 AG6384
 AG6384                          STATION RECOVERY (2017)
 AG6384
 AG6384'RECOVERY NOTE BY US POWER SQUADRON 2017 (AM)
 AG6384'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1525 ***********************************************************************
 DM1525  DESIGNATION -  872 6639 A
 DM1525  PID         -  DM1525
 DM1525  STATE/COUNTY-  FL/HILLSBOROUGH
 DM1525  COUNTRY     -  US
 DM1525  USGS QUAD   -  TAMPA (2018)
 DM1525
 DM1525                         *CURRENT SURVEY CONTROL
 DM1525  ______________________________________________________________________
 DM1525* NAD 83(1986) POSITION- 27 53 41.32   (N) 082 29 14.77   (W)   HD_HELD1
 DM1525* NAVD 88 ORTHO HEIGHT -     1.494 (meters)        4.90  (feet) ADJUSTED
 DM1525  ______________________________________________________________________
 DM1525  GEOID HEIGHT    -        -24.913 (meters)                     GEOID18
 DM1525  DYNAMIC HEIGHT  -          1.492 (meters)        4.89  (feet) COMP
 DM1525  MODELED GRAVITY -    979,181.8   (mgal)                       NAVD 88
 DM1525
 DM1525  VERT ORDER      -  SECOND    CLASS I
 DM1525
 DM1525.The horizontal coordinates were determined by differentially corrected
 DM1525.hand held GPS observations or other comparable positioning techniques
 DM1525.and have an estimated accuracy of +/- 3 meters.
 DM1525
 DM1525.The orthometric height was determined by differential leveling and
 DM1525.adjusted by the NATIONAL GEODETIC SURVEY
 DM1525.in September 2010.
 DM1525
 DM1525.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1525.GEOID18 height accuracy estimate available here.
 DM1525
 DM1525.Click photographs - Photos may exist for this station.
 DM1525
 DM1525.The dynamic height is computed by dividing the NAVD 88
 DM1525.geopotential number by the normal gravity value computed on the
 DM1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1525.degrees latitude (g = 980.6199 gals.).
 DM1525
 DM1525.The modeled gravity was interpolated from observed gravity values.
 DM1525
 DM1525;                    North         East    Units  Estimated Accuracy
 DM1525;SPC FL W     -   394,648.3     152,010.9     MT  (+/- 3 meters HH1 GPS) 
 DM1525
 DM1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5360086439(NAD 83)
 DM1525
 DM1525                          SUPERSEDED SURVEY CONTROL
 DM1525
 DM1525.No superseded survey control is available for this station.
 DM1525
 DM1525_MARKER: DD = SURVEY DISK
 DM1525_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM1525_SP_SET: SIDEWALK
 DM1525_STAMPING: 6639 A 2008
 DM1525_MARK LOGO: FLDEP
 DM1525_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1525_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1525+SATELLITE: SATELLITE OBSERVATIONS - February 11, 2017
 DM1525
 DM1525  HISTORY     - Date     Condition        Report By
 DM1525  HISTORY     - 20080916 MONUMENTED       FLDEP
 DM1525  HISTORY     - 20170211 GOOD             USPSQD
 DM1525
 DM1525                          STATION DESCRIPTION
 DM1525
 DM1525'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM1525'THE MARK IS IN TAMPA, IN SECTION 3, TOWNSHIP 30 SOUTH, RANGE 18 EAST.
 DM1525'
 DM1525'TO REACH THE MARK FROM THE INTERSECTION OF THE PLATT STREET BRIDGE AND
 DM1525'BAYSHORE BOULEVARD IN DOWNTOWN TAMPA, GO SOUTHWEST ON BAYSHORE
 DM1525'BOULEVARD FOR 4.1 MI (6.6 KM) TO THE INTERSECTION OF WEST HAWTHORNE
 DM1525'ROAD AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A CONCRETE
 DM1525'SIDEWALK NEAR THE SOUTH END OF A SEAWALL.
 DM1525'
 DM1525'LOCATED 75.9 FT (23.1 M) NORTHEAST OF A STAINLESS STEEL ART SCULPTURE
 DM1525'IN THE BAYSHORE BOULEVARD MEDIAN, 34.0 FT (10.4 M) EAST OF THE
 DM1525'APPROXIMATE CENTERLINE OF BAYSHORE BOULEVARD NORTHBOUND LANES, 26.7 FT
 DM1525'(8.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF WEST HAWTHORNE ROAD,
 DM1525'1.2 FT (0.4 M) WEST OF A CONCRETE GUARDRAIL AND 1.1 FT (0.3 M) WEST OF
 DM1525'A BRONZE BRIDGE PLAQUE.
 DM1525
 DM1525                          STATION RECOVERY (2017)
 DM1525
 DM1525'RECOVERY NOTE BY US POWER SQUADRON 2017 (AM)
 DM1525'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6401 ***********************************************************************
 AG6401  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6401  DESIGNATION -  872 6641 1
 AG6401  PID         -  AG6401
 AG6401  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6401  COUNTRY     -  US
 AG6401  USGS QUAD   -  GANDY BRIDGE (2018)
 AG6401
 AG6401                         *CURRENT SURVEY CONTROL
 AG6401  ______________________________________________________________________
 AG6401* NAD 83(1986) POSITION- 27 53 36.6    (N) 082 32 20.5    (W)   HD_HELD2
 AG6401* NAVD 88 ORTHO HEIGHT -     1.828 (meters)        6.00  (feet) ADJUSTED
 AG6401  ______________________________________________________________________
 AG6401  GEOID HEIGHT    -        -24.850 (meters)                     GEOID18
 AG6401  DYNAMIC HEIGHT  -          1.825 (meters)        5.99  (feet) COMP
 AG6401  MODELED GRAVITY -    979,182.4   (mgal)                       NAVD 88
 AG6401
 AG6401  VERT ORDER      -  SECOND    CLASS I
 AG6401
 AG6401.The horizontal coordinates were established by autonomous hand held GPS
 AG6401.observations and have an estimated accuracy of +/- 10 meters.
 AG6401
 AG6401.The orthometric height was determined by differential leveling and
 AG6401.adjusted by the NATIONAL GEODETIC SURVEY
 AG6401.in June 1991.
 AG6401
 AG6401.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6401.GEOID18 height accuracy estimate available here.
 AG6401
 AG6401.This Tidal Bench Mark is designated as VM 6641
 AG6401.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6401
 AG6401.Click photographs - Photos may exist for this station.
 AG6401
 AG6401.The dynamic height is computed by dividing the NAVD 88
 AG6401.geopotential number by the normal gravity value computed on the
 AG6401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6401.degrees latitude (g = 980.6199 gals.).
 AG6401
 AG6401.The modeled gravity was interpolated from observed gravity values.
 AG6401
 AG6401;                    North         East    Units  Estimated Accuracy
 AG6401;SPC FL W     -   394,524.      146,931.      MT  (+/- 10 meters HH2 GPS)
 AG6401
 AG6401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4852086356(NAD 83)
 AG6401
 AG6401                          SUPERSEDED SURVEY CONTROL
 AG6401
 AG6401  NGVD 29 (??/??/92)    2.095  (m)            6.87   (f) ADJ UNCH    2 1
 AG6401
 AG6401.Superseded values are not recommended for survey control.
 AG6401
 AG6401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6401.See file dsdata.pdf to determine how the superseded data were derived.
 AG6401
 AG6401_MARKER: DJ = TIDAL STATION DISK
 AG6401_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG6401_SP_SET: SEAWALL
 AG6401_STAMPING: NO 1 1975
 AG6401_MARK LOGO: NOS
 AG6401_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6401+STABILITY: SURFACE MOTION
 AG6401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6401+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2008
 AG6401
 AG6401  HISTORY     - Date     Condition        Report By
 AG6401  HISTORY     - 1975     MONUMENTED       NGS
 AG6401  HISTORY     - 1976     GOOD             NGS
 AG6401  HISTORY     - 1982     GOOD             FLDNR
 AG6401  HISTORY     - 1990     GOOD             USPSQD
 AG6401  HISTORY     - 20081029 GOOD             FLDEP
 AG6401
 AG6401                          STATION DESCRIPTION
 AG6401
 AG6401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6401'IN TAMPA.
 AG6401'MARK IS LOCATED ABOUT 0.2 MILES EAST OF THE EAST END OF GANDY BRIDGE,
 AG6401'SET AT THE SOUTHEAST CORNER OF A RAMP, ON TOP OF SEAWALL, 1.4 FEET
 AG6401'NORTHWEST OF THE SOUTHEAST CORNER FENCE POST AT SOUTHEAST CORNER OF
 AG6401'THE RAMP, 200 YARDS NORTH OF CENTERLINE OF WEST LANE OF GANDY
 AG6401'BOULEVARD, 390 FEET NORTHWEST OF BENCH MARK G 263.
 AG6401
 AG6401                          STATION RECOVERY (1982)
 AG6401
 AG6401'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6401'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AG6401'ADD THAT THE MARK IS AT THE U. S. MARINE RESERVE TRAINING CENTER.
 AG6401
 AG6401                          STATION RECOVERY (1990)
 AG6401
 AG6401'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG6401'RECOVERED IN GOOD CONDITION.
 AG6401
 AG6401                          STATION RECOVERY (2008)
 AG6401
 AG6401'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG6401'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5353 ***********************************************************************
 AG5353  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5353  DESIGNATION -  872 6641 7
 AG5353  PID         -  AG5353
 AG5353  STATE/COUNTY-  FL/HILLSBOROUGH
 AG5353  COUNTRY     -  US
 AG5353  USGS QUAD   -  GANDY BRIDGE (2018)
 AG5353
 AG5353                         *CURRENT SURVEY CONTROL
 AG5353  ______________________________________________________________________
 AG5353* NAD 83(1986) POSITION- 27 53 37.     (N) 082 31 49.     (W)   SCALED
 AG5353* NAVD 88 ORTHO HEIGHT -     1.181 (meters)        3.87  (feet) ADJUSTED
 AG5353  ______________________________________________________________________
 AG5353  GEOID HEIGHT    -        -24.861 (meters)                     GEOID18
 AG5353  DYNAMIC HEIGHT  -          1.179 (meters)        3.87  (feet) COMP
 AG5353  MODELED GRAVITY -    979,182.2   (mgal)                       NAVD 88
 AG5353
 AG5353  VERT ORDER      -  FIRST     CLASS I
 AG5353
 AG5353.The horizontal coordinates were scaled from a map and have
 AG5353.an estimated accuracy of +/- 6 seconds.
 AG5353
 AG5353.The orthometric height was determined by differential leveling and
 AG5353.adjusted by the NATIONAL GEODETIC SURVEY
 AG5353.in June 1991.
 AG5353
 AG5353.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5353.GEOID18 height accuracy estimate available here.
 AG5353
 AG5353.This Tidal Bench Mark is designated as VM 6638
 AG5353.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG5353
 AG5353.Click photographs - Photos may exist for this station.
 AG5353
 AG5353.The dynamic height is computed by dividing the NAVD 88
 AG5353.geopotential number by the normal gravity value computed on the
 AG5353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5353.degrees latitude (g = 980.6199 gals.).
 AG5353
 AG5353.The modeled gravity was interpolated from observed gravity values.
 AG5353
 AG5353;                    North         East    Units  Estimated Accuracy
 AG5353;SPC FL W     -   394,530.      147,790.      MT  (+/- 180 meters Scaled)
 AG5353
 AG5353_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL493863(NAD 83)
 AG5353
 AG5353                          SUPERSEDED SURVEY CONTROL
 AG5353
 AG5353  NGVD 29 (??/??/92)    1.449  (m)            4.75   (f) ADJ UNCH    1 1
 AG5353
 AG5353.Superseded values are not recommended for survey control.
 AG5353
 AG5353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5353.See file dsdata.pdf to determine how the superseded data were derived.
 AG5353
 AG5353_MARKER: DB = BENCH MARK DISK
 AG5353_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG5353_SP_SET: SEAWALL
 AG5353_STAMPING: NO 7 1958
 AG5353_MARK LOGO: CGS
 AG5353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5353+STABILITY: SURFACE MOTION
 AG5353
 AG5353  HISTORY     - Date     Condition        Report By
 AG5353  HISTORY     - 1958     MONUMENTED       CGS
 AG5353  HISTORY     - 1966     GOOD             CGS
 AG5353  HISTORY     - 1982     GOOD             FLDNR
 AG5353  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 AG5353  HISTORY     - 20081029 MARK NOT FOUND   FLDEP
 AG5353
 AG5353                          STATION DESCRIPTION
 AG5353
 AG5353'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG5353'AT TAMPA.
 AG5353'AT TAMPA, ABOUT 0.2 MILE WEST ALONG GANDY BOULEVARD FROM THE
 AG5353'INTERSECTION OF WEST SHORE BOULEVARD, AT DAWSONS MARINA, IN THE
 AG5353'TOP OF THE SEA WALL ALONG THE NORTH SIDE OF THE NORTH ONE OF
 AG5353'TWO BOAT SHEDS, 4 1/2 FEET WEST OF THE WEST EDGE OF THE WALK
 AG5353'BETWEEN BOAT STALLS NO. 17 AND 18, AND ABOUT LEVEL WITH THE
 AG5353'DRIVE ALONG THE NORTH SIDE OF THE SHED.
 AG5353
 AG5353                          STATION RECOVERY (1982)
 AG5353
 AG5353'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5353'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AG5353'CHANGE DAWSONS MARINA TO TAMPA MOORINGS.
 AG5353
 AG5353                          STATION RECOVERY (2003)
 AG5353
 AG5353'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG5353'MARK NOT FOUND. SITE LOCATED. THE SITE OF TAMPA MOORINGS IN NOW GATED
 AG5353'CONDOMINIUMS. THE BOAT SHEDS ARE NO LONG THERE. WOODEN DECKING HAS
 AG5353'BEEN BUILT OVER THE SEAWALL ON WHICH THE MARK IS SET, THEREFORE, THE
 AG5353'MARK IN NOT ACCESSIBLE.
 AG5353
 AG5353                          STATION RECOVERY (2008)
 AG5353
 AG5353'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG5353'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 AG5353'MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5352 ***********************************************************************
 AG5352  TIDAL BM    -  This is a Tidal Bench Mark.
 AG5352  DESIGNATION -  872 6641 8
 AG5352  PID         -  AG5352
 AG5352  STATE/COUNTY-  FL/HILLSBOROUGH
 AG5352  COUNTRY     -  US
 AG5352  USGS QUAD   -  GANDY BRIDGE (2018)
 AG5352
 AG5352                         *CURRENT SURVEY CONTROL
 AG5352  ______________________________________________________________________
 AG5352* NAD 83(1986) POSITION- 27 53 37.     (N) 082 31 49.     (W)   SCALED
 AG5352* NAVD 88 ORTHO HEIGHT -     1.799 (meters)        5.90  (feet) ADJUSTED
 AG5352  ______________________________________________________________________
 AG5352  GEOID HEIGHT    -        -24.861 (meters)                     GEOID18
 AG5352  DYNAMIC HEIGHT  -          1.796 (meters)        5.89  (feet) COMP
 AG5352  MODELED GRAVITY -    979,182.2   (mgal)                       NAVD 88
 AG5352
 AG5352  VERT ORDER      -  FIRST     CLASS I
 AG5352
 AG5352.The horizontal coordinates were scaled from a map and have
 AG5352.an estimated accuracy of +/- 6 seconds.
 AG5352
 AG5352.The orthometric height was determined by differential leveling and
 AG5352.adjusted by the NATIONAL GEODETIC SURVEY
 AG5352.in June 1991.
 AG5352
 AG5352.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5352.GEOID18 height accuracy estimate available here.
 AG5352
 AG5352.This Tidal Bench Mark is designated as VM 6639
 AG5352.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG5352
 AG5352.Click photographs - Photos may exist for this station.
 AG5352
 AG5352.The dynamic height is computed by dividing the NAVD 88
 AG5352.geopotential number by the normal gravity value computed on the
 AG5352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5352.degrees latitude (g = 980.6199 gals.).
 AG5352
 AG5352.The modeled gravity was interpolated from observed gravity values.
 AG5352
 AG5352;                    North         East    Units  Estimated Accuracy
 AG5352;SPC FL W     -   394,530.      147,790.      MT  (+/- 180 meters Scaled)
 AG5352
 AG5352_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL493863(NAD 83)
 AG5352
 AG5352                          SUPERSEDED SURVEY CONTROL
 AG5352
 AG5352  NGVD 29 (??/??/92)    2.067  (m)            6.78   (f) ADJ UNCH    1 1
 AG5352
 AG5352.Superseded values are not recommended for survey control.
 AG5352
 AG5352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5352.See file dsdata.pdf to determine how the superseded data were derived.
 AG5352
 AG5352_MARKER: DB = BENCH MARK DISK
 AG5352_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG5352_SP_SET: CULVERT HEADWALL
 AG5352_STAMPING: NO 8 1958
 AG5352_MARK LOGO: CGS
 AG5352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5352+STABILITY: SURFACE MOTION
 AG5352
 AG5352  HISTORY     - Date     Condition        Report By
 AG5352  HISTORY     - 1958     MONUMENTED       CGS
 AG5352  HISTORY     - 1966     GOOD             CGS
 AG5352  HISTORY     - 1982     GOOD             FLDNR
 AG5352  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 AG5352  HISTORY     - 20081029 MARK NOT FOUND   FLDEP
 AG5352
 AG5352                          STATION DESCRIPTION
 AG5352
 AG5352'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG5352'AT TAMPA.
 AG5352'AT TAMPA, ALONG GANDY BOULEVARD ABOUT 0.2 MILE WEST OF THE
 AG5352'INTERSECTION OF WEST SHORE BOULEVARD, ABOUT 90 YARDS WEST OF THE
 AG5352'JUNCTION OF A DRIVE LEADING NORTH TO DAWSONS MARINA, 42.0 FEET
 AG5352'NORTH OF THE CENTER LINE OF THE WEST-BOUND LANE OF THE BOULEVARD,
 AG5352'5 1/2 FEET EAST OF THE EXTENDED EAST WALL OF THE BOAT SHED
 AG5352'OF THE MARINE, ABOUT 3 FEET BELOW THE LEVEL OF THE BOULEVARD
 AG5352'AND IN THE TOP OF THE NORTH CONCRETE HEAD WALL FOR A 14-INCH
 AG5352'PIPE CULVERT UNDER THE BOULEVARD.
 AG5352
 AG5352                          STATION RECOVERY (1982)
 AG5352
 AG5352'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5352'RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE EXCEPT
 AG5352'CHANGE DAWSONS MARINA TO TAMPA MOORINGS.
 AG5352
 AG5352                          STATION RECOVERY (2003)
 AG5352
 AG5352'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG5352'MARK NOT FOUND. SITE LOCATED. GANDY BOULEVARD AND THE NORTH RIGHT OF
 AG5352'WAY HAVE BEEN RECONSTRUCTED.  THE CULVERT WAS APPARENTLY NOT REPLACED
 AG5352'DURING THE CONSTRUCTION. DAWSON'S MARINA NO LONGER EXISTS, THE AREA IS
 AG5352'NOW GATED CONDOMINIUMS.
 AG5352
 AG5352                          STATION RECOVERY (2008)
 AG5352
 AG5352'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG5352'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 AG5352'MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1528 ***********************************************************************
 DM1528  DESIGNATION -  872 6641 F
 DM1528  PID         -  DM1528
 DM1528  STATE/COUNTY-  FL/HILLSBOROUGH
 DM1528  COUNTRY     -  US
 DM1528  USGS QUAD   -  GANDY BRIDGE (2018)
 DM1528
 DM1528                         *CURRENT SURVEY CONTROL
 DM1528  ______________________________________________________________________
 DM1528* NAD 83(1986) POSITION- 27 53 33.08   (N) 082 32 18.52   (W)   HD_HELD1
 DM1528* NAVD 88 ORTHO HEIGHT -     2.033 (meters)        6.67  (feet) ADJUSTED
 DM1528  ______________________________________________________________________
 DM1528  GEOID HEIGHT    -        -24.850 (meters)                     GEOID18
 DM1528  DYNAMIC HEIGHT  -          2.030 (meters)        6.66  (feet) COMP
 DM1528  MODELED GRAVITY -    979,182.2   (mgal)                       NAVD 88
 DM1528
 DM1528  VERT ORDER      -  SECOND    CLASS I
 DM1528
 DM1528.The horizontal coordinates were determined by differentially corrected
 DM1528.hand held GPS observations or other comparable positioning techniques
 DM1528.and have an estimated accuracy of +/- 3 meters.
 DM1528
 DM1528.The orthometric height was determined by differential leveling and
 DM1528.adjusted by the NATIONAL GEODETIC SURVEY
 DM1528.in September 2010.
 DM1528
 DM1528.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1528.GEOID18 height accuracy estimate available here.
 DM1528
 DM1528.Click photographs - Photos may exist for this station.
 DM1528
 DM1528.The dynamic height is computed by dividing the NAVD 88
 DM1528.geopotential number by the normal gravity value computed on the
 DM1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1528.degrees latitude (g = 980.6199 gals.).
 DM1528
 DM1528.The modeled gravity was interpolated from observed gravity values.
 DM1528
 DM1528;                    North         East    Units  Estimated Accuracy
 DM1528;SPC FL W     -   394,415.7     146,984.5     MT  (+/- 3 meters HH1 GPS) 
 DM1528
 DM1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4857286247(NAD 83)
 DM1528
 DM1528                          SUPERSEDED SURVEY CONTROL
 DM1528
 DM1528.No superseded survey control is available for this station.
 DM1528
 DM1528_MARKER: DB = BENCH MARK DISK
 DM1528_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DM1528+WITH SETTING: PAVEMENT
 DM1528_SP_SET: FLAGPOLE BASE
 DM1528_STAMPING: 6641 F 1990
 DM1528_MARK LOGO: NOS
 DM1528_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1528+STABILITY: SURFACE MOTION
 DM1528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1528+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2018
 DM1528
 DM1528  HISTORY     - Date     Condition        Report By
 DM1528  HISTORY     - 1990     MONUMENTED       NOS
 DM1528  HISTORY     - 20081029 GOOD             FLDEP
 DM1528  HISTORY     - 20180501 GOOD             MOREKL
 DM1528
 DM1528                          STATION DESCRIPTION
 DM1528
 DM1528'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DM1528'THE MARK IS ABOUT 6.2 MI (10.0 KM) SOUTHWEST OF TAMPA, 2.1 MI (3.4 KM)
 DM1528'NORTH-NORTHWEST OF PORT TAMPA, IN SECTION 5, TOWNSHIP 30 SOUTH, RANGE
 DM1528'18 EAST.
 DM1528'
 DM1528'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 (WEST GANDY
 DM1528'BOULEVARD) AND COUNTY ROAD 587 (WEST SHORE BOULEVARD) IN TAMPA, GO
 DM1528'WEST ON U.S. HIGHWAY 92 (WEST GANDY BOULEVARD) FOR 0.7 MI (1.1 KM) TO
 DM1528'THE USMC AMPHIBIOUS BATTALION TRAINING CENTER ENTRANCE GATE ON THE
 DM1528'RIGHT.  TURN RIGHT ENTERING THE BASE PARKING LOT AND GO ABOUT 250.0 FT
 DM1528'(76.2 M) NORTHEAST TO THE FLAGPOLE AND THE MARK, SET FLUSH IN THE TOP
 DM1528'OF A CONCRETE FLAGPOLE PAD ABOUT LEVEL WITH THE PARKING LOT.
 DM1528'
 DM1528'LOCATED 75.0 FT (22.9 M) NORTHEAST OF A 4.0 FT (1.2 M) BY 3.0 FT (0.9
 DM1528'M) CONCRETE DRAIN BASIN, 62.8 FT (19.1 M) SOUTH OF THE SOUTH WALL OF
 DM1528'THE MARINE CORPS TRAINING CENTER MAIN BUILDING AND 1.5 FT (0.5 M)
 DM1528'NORTHWEST OF A FLAGPOLE.
 DM1528
 DM1528                          STATION RECOVERY (2018)
 DM1528
 DM1528'RECOVERY NOTE BY MORGAN AND EKLUND INC 2018 (CAG)
 DM1528'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1527 ***********************************************************************
 DM1527  DESIGNATION -  872 6641 G
 DM1527  PID         -  DM1527
 DM1527  STATE/COUNTY-  FL/HILLSBOROUGH
 DM1527  COUNTRY     -  US
 DM1527  USGS QUAD   -  GANDY BRIDGE (2018)
 DM1527
 DM1527                         *CURRENT SURVEY CONTROL
 DM1527  ______________________________________________________________________
 DM1527* NAD 83(1986) POSITION- 27 53 32.43   (N) 082 31 47.23   (W)   HD_HELD1
 DM1527* NAVD 88 ORTHO HEIGHT -     0.940 (meters)        3.08  (feet) ADJUSTED
 DM1527  ______________________________________________________________________
 DM1527  GEOID HEIGHT    -        -24.860 (meters)                     GEOID18
 DM1527  DYNAMIC HEIGHT  -          0.939 (meters)        3.08  (feet) COMP
 DM1527  MODELED GRAVITY -    979,182.1   (mgal)                       NAVD 88
 DM1527
 DM1527  VERT ORDER      -  SECOND    CLASS I
 DM1527
 DM1527.The horizontal coordinates were determined by differentially corrected
 DM1527.hand held GPS observations or other comparable positioning techniques
 DM1527.and have an estimated accuracy of +/- 3 meters.
 DM1527
 DM1527.The orthometric height was determined by differential leveling and
 DM1527.adjusted by the NATIONAL GEODETIC SURVEY
 DM1527.in September 2010.
 DM1527
 DM1527.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1527.GEOID18 height accuracy estimate available here.
 DM1527
 DM1527.Click photographs - Photos may exist for this station.
 DM1527
 DM1527.The dynamic height is computed by dividing the NAVD 88
 DM1527.geopotential number by the normal gravity value computed on the
 DM1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1527.degrees latitude (g = 980.6199 gals.).
 DM1527
 DM1527.The modeled gravity was interpolated from observed gravity values.
 DM1527
 DM1527;                    North         East    Units  Estimated Accuracy
 DM1527;SPC FL W     -   394,392.0     147,840.2     MT  (+/- 3 meters HH1 GPS) 
 DM1527
 DM1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4942886217(NAD 83)
 DM1527
 DM1527                          SUPERSEDED SURVEY CONTROL
 DM1527
 DM1527.No superseded survey control is available for this station.
 DM1527
 DM1527_MARKER: DD = SURVEY DISK
 DM1527_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DM1527_SP_SET: STORM DRAIN
 DM1527_STAMPING: 6641 G 2008
 DM1527_MARK LOGO: FLDEP
 DM1527_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1527_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1527+SATELLITE: SATELLITE OBSERVATIONS - October 29, 2008
 DM1527
 DM1527  HISTORY     - Date     Condition        Report By
 DM1527  HISTORY     - 20081029 MONUMENTED       FLDEP
 DM1527
 DM1527                          STATION DESCRIPTION
 DM1527
 DM1527'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM1527'THE MARK IS ABOUT 5.8 MI (9.3 KM) SOUTHWEST OF TAMPA, 2.0 MI (3.2 KM)
 DM1527'NORTH OF PORT TAMPA, IN SECTION 8, TOWNSHIP 30 SOUTH, RANGE 18 EAST.
 DM1527'
 DM1527'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY 92 (WEST GANDY
 DM1527'BOULEVARD) AND COUNTY ROAD 587 (WEST SHORE BOULEVARD) IN TAMPA, GO
 DM1527'WEST ON U.S. HIGHWAY 92 (WEST GANDY BOULEVARD) FOR 0.15 MI (0.2 KM) TO
 DM1527'THE JUNCTION OF SOUTH BRIDGE STREET ON THE LEFT, TURN LEFT ON SOUTH
 DM1527'BRIDGE STREET AND GO SOUTH FOR 0.05 MI (0.1 KM) TO THE JUNCTION OF
 DM1527'MCELROY STREET ON THE LEFT AND THE MARK ON THE LEFT, SET FLUSH IN THE
 DM1527'TOP OF A CONCRETE STORM DRAIN ABOUT 0.4 FT (0.1 M) ABOVE THE LEVEL OF
 DM1527'WEST MCELROY STREET.
 DM1527'
 DM1527'LOCATED 21.0 FT (6.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF WEST
 DM1527'MCELROY STREET, 16.1 FT (4.9 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DM1527'SOUTH BRIDGE STREET, 15.3 FT (4.7 M) NORTHWEST OF THE WEST END OF A
 DM1527'MASONRY SIGN FOR FREEDOM VILLAGE II, 13.0 FT (4.0 M) NORTH OF THE
 DM1527'APPROXIMATE CENTER OF A CONCRETE TUBE CULVERT AND 2.6 FT (0.8 M)
 DM1527'SOUTHEAST OF THE CENTER OF A MANHOLE COVER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7488 ***********************************************************************
 AG7488  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7488  DESIGNATION -  872 6643 C TIDAL
 AG7488  PID         -  AG7488
 AG7488  STATE/COUNTY-  FL/PINELLAS
 AG7488  COUNTRY     -  US
 AG7488  USGS QUAD   -  CLEARWATER (2018)
 AG7488
 AG7488                         *CURRENT SURVEY CONTROL
 AG7488  ______________________________________________________________________
 AG7488* NAD 83(1986) POSITION- 27 53 11.     (N) 082 50 26.     (W)   SCALED
 AG7488* NAVD 88 ORTHO HEIGHT -     0.966 (meters)        3.17  (feet) ADJUSTED
 AG7488  ______________________________________________________________________
 AG7488  GEOID HEIGHT    -        -24.439 (meters)                     GEOID18
 AG7488  DYNAMIC HEIGHT  -          0.965 (meters)        3.17  (feet) COMP
 AG7488  MODELED GRAVITY -    979,186.2   (mgal)                       NAVD 88
 AG7488
 AG7488  VERT ORDER      -  SECOND    CLASS I
 AG7488
 AG7488.The horizontal coordinates were scaled from a map and have
 AG7488.an estimated accuracy of +/- 6 seconds.
 AG7488
 AG7488.The orthometric height was determined by differential leveling and
 AG7488.adjusted by the NATIONAL GEODETIC SURVEY
 AG7488.in June 1991.
 AG7488
 AG7488.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7488.GEOID18 height accuracy estimate available here.
 AG7488
 AG7488.This Tidal Bench Mark is designated as VM 6791
 AG7488.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7488
 AG7488.Click photographs - Photos may exist for this station.
 AG7488
 AG7488.The dynamic height is computed by dividing the NAVD 88
 AG7488.geopotential number by the normal gravity value computed on the
 AG7488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7488.degrees latitude (g = 980.6199 gals.).
 AG7488
 AG7488.The modeled gravity was interpolated from observed gravity values.
 AG7488
 AG7488;                    North         East    Units  Estimated Accuracy
 AG7488;SPC FL W     -   393,900.      117,240.      MT  (+/- 180 meters Scaled)
 AG7488
 AG7488_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL188859(NAD 83)
 AG7488
 AG7488                          SUPERSEDED SURVEY CONTROL
 AG7488
 AG7488  NGVD 29 (??/??/92)    1.231  (m)            4.04   (f) ADJ UNCH    2 1
 AG7488
 AG7488.Superseded values are not recommended for survey control.
 AG7488
 AG7488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7488.See file dsdata.pdf to determine how the superseded data were derived.
 AG7488
 AG7488_MARKER: DD = SURVEY DISK
 AG7488_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7488_SP_SET: SEAWALL
 AG7488_STAMPING: 6643 C 1976
 AG7488_MARK LOGO: NOS
 AG7488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7488+STABILITY: SURFACE MOTION
 AG7488
 AG7488  HISTORY     - Date     Condition        Report By
 AG7488  HISTORY     - 1976     MONUMENTED       NOS
 AG7488  HISTORY     - 1982     GOOD             FLDNR
 AG7488  HISTORY     - 19960205 GOOD             USPSQD
 AG7488  HISTORY     - 20150815 MARK NOT FOUND   FLDEP
 AG7488
 AG7488                          STATION DESCRIPTION
 AG7488
 AG7488'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7488'0.5 MI EAST FROM INDIAN ROCKS BEACH.
 AG7488'BEGIN AT THE STATE ROAD 694 BRIDGE OVER THE INTRACOASTAL WATERWAY
 AG7488'AT INDIAN ROCKS BEACH, GO 0.4 MILE EASTERLY ON STATE ROAD 694 TO
 AG7488'146TH STREET NORTH, GO 0.1 MILE NORTH ON 146TH STREET NORTH TO 120TH
 AG7488'AVENUE NORTH, GO 0.05 MILE EAST ON 120TH AVENUE NORTH TO 145TH
 AG7488'LANE, GO 0.3 MILE NORTH ON 145TH LANE TO THE INTERCOASTAL MARINA.
 AG7488'THE MARK BEARS 26 FEET WEST OF THE NORTHWEST CORNER OF THE
 AG7488'WESTERNMOST ALUMINUM BOAT STORAGE BUILDING, AND 3.5 FEET NORTH
 AG7488'OF THE WEST GATEPOST TO THE FENCED-IN STORAGE YARD.
 AG7488
 AG7488                          STATION RECOVERY (1996)
 AG7488
 AG7488'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7488'RECOVERED IN GOOD CONDITION.
 AG7488
 AG7488                          STATION RECOVERY (2015)
 AG7488
 AG7488'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 AG7488'NOT RECOVERED.  THE STRUCTURE INTO WHICH THE MARK WAS SET HAS BEEN
 AG7488'REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7487 ***********************************************************************
 AG7487  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7487  DESIGNATION -  872 6643 E TIDAL
 AG7487  PID         -  AG7487
 AG7487  STATE/COUNTY-  FL/PINELLAS
 AG7487  COUNTRY     -  US
 AG7487  USGS QUAD   -  CLEARWATER (2018)
 AG7487
 AG7487                         *CURRENT SURVEY CONTROL
 AG7487  ______________________________________________________________________
 AG7487* NAD 83(1986) POSITION- 27 53 12.38   (N) 082 50 20.91   (W)   HD_HELD1
 AG7487* NAVD 88 ORTHO HEIGHT -     2.002 (meters)        6.57  (feet) ADJUSTED
 AG7487  ______________________________________________________________________
 AG7487  GEOID HEIGHT    -        -24.442 (meters)                     GEOID18
 AG7487  DYNAMIC HEIGHT  -          1.999 (meters)        6.56  (feet) COMP
 AG7487  MODELED GRAVITY -    979,186.1   (mgal)                       NAVD 88
 AG7487
 AG7487  VERT ORDER      -  SECOND    CLASS I
 AG7487
 AG7487.The horizontal coordinates were determined by differentially corrected
 AG7487.hand held GPS observations or other comparable positioning techniques
 AG7487.and have an estimated accuracy of +/- 3 meters.
 AG7487
 AG7487.The orthometric height was determined by differential leveling and
 AG7487.adjusted by the NATIONAL GEODETIC SURVEY
 AG7487.in June 1991.
 AG7487
 AG7487.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7487.GEOID18 height accuracy estimate available here.
 AG7487
 AG7487.This Tidal Bench Mark is designated as VM 6792
 AG7487.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7487
 AG7487.Click photographs - Photos may exist for this station.
 AG7487
 AG7487.The dynamic height is computed by dividing the NAVD 88
 AG7487.geopotential number by the normal gravity value computed on the
 AG7487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7487.degrees latitude (g = 980.6199 gals.).
 AG7487
 AG7487.The modeled gravity was interpolated from observed gravity values.
 AG7487
 AG7487;                    North         East    Units  Estimated Accuracy
 AG7487;SPC FL W     -   393,945.0     117,377.5     MT  (+/- 3 meters HH1 GPS) 
 AG7487
 AG7487_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL1896486018(NAD 83)
 AG7487
 AG7487                          SUPERSEDED SURVEY CONTROL
 AG7487
 AG7487  NGVD 29 (??/??/92)    2.266  (m)            7.43   (f) ADJ UNCH    2 1
 AG7487
 AG7487.Superseded values are not recommended for survey control.
 AG7487
 AG7487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7487.See file dsdata.pdf to determine how the superseded data were derived.
 AG7487
 AG7487_MARKER: DD = SURVEY DISK
 AG7487_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7487_SP_SET: DRAIN HEADWALL
 AG7487_STAMPING: 6643 E 1976
 AG7487_MARK LOGO: NOS
 AG7487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7487+STABILITY: SURFACE MOTION
 AG7487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7487+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2015
 AG7487
 AG7487  HISTORY     - Date     Condition        Report By
 AG7487  HISTORY     - 1976     MONUMENTED       NOS
 AG7487  HISTORY     - 1982     GOOD             FLDNR
 AG7487  HISTORY     - 19960206 GOOD             USPSQD
 AG7487  HISTORY     - 20150718 GOOD             FLDEP
 AG7487
 AG7487                          STATION DESCRIPTION
 AG7487
 AG7487'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7487'0.5 MI EAST FROM INDIAN ROCKS BEACH.
 AG7487'BEGIN AT THE STATE ROAD 694 BRIDGE OVER THE INTRACOASTAL WATERWAY
 AG7487'AT INDIAN ROCKS BEACH, GO 0.4 MILE EASTERLY ON STATE ROAD 694 TO
 AG7487'146TH STREET NORTH, GO 0.1 MILE NORTH ON 146TH STREET NORTH TO 120TH
 AG7487'AVENUE NORTH, GO 0.05 MILE EAST ON 120TH AVENUE NORTH TO 145TH
 AG7487'LANE, GO 0.3 MILE NORTH ON 145TH LANE TO THE INTERCOASTAL MARINA.
 AG7487'THE MARK IS NORTHEAST OF THE MARINA, AT THE SOUTHEAST CORNER OF
 AG7487'145TH STREET NORTH AND VALENTINE DRIVE, 15.4 FEET SOUTHEAST OF A
 AG7487'MANHOLE AND 7.5 FEET NORTHWEST OF POWER POLE 12499.
 AG7487
 AG7487                          STATION RECOVERY (1996)
 AG7487
 AG7487'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7487'RECOVERED IN GOOD CONDITION.
 AG7487
 AG7487                          STATION RECOVERY (2015)
 AG7487
 AG7487'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 AG7487'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7486 ***********************************************************************
 AG7486  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7486  DESIGNATION -  872 6643 F TIDAL
 AG7486  PID         -  AG7486
 AG7486  STATE/COUNTY-  FL/PINELLAS
 AG7486  COUNTRY     -  US
 AG7486  USGS QUAD   -  CLEARWATER (2018)
 AG7486
 AG7486                         *CURRENT SURVEY CONTROL
 AG7486  ______________________________________________________________________
 AG7486* NAD 83(1986) POSITION- 27 53 11.0    (N) 082 50 21.4    (W)   HD_HELD2
 AG7486* NAVD 88 ORTHO HEIGHT -     2.321 (meters)        7.61  (feet) ADJUSTED
 AG7486  ______________________________________________________________________
 AG7486  GEOID HEIGHT    -        -24.441 (meters)                     GEOID18
 AG7486  DYNAMIC HEIGHT  -          2.317 (meters)        7.60  (feet) COMP
 AG7486  MODELED GRAVITY -    979,186.1   (mgal)                       NAVD 88
 AG7486
 AG7486  VERT ORDER      -  SECOND    CLASS I
 AG7486
 AG7486.The horizontal coordinates were established by autonomous hand held GPS
 AG7486.observations and have an estimated accuracy of +/- 10 meters.
 AG7486
 AG7486.The orthometric height was determined by differential leveling and
 AG7486.adjusted by the NATIONAL GEODETIC SURVEY
 AG7486.in June 1991.
 AG7486
 AG7486.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7486.GEOID18 height accuracy estimate available here.
 AG7486
 AG7486.This Tidal Bench Mark is designated as VM 6793
 AG7486.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7486
 AG7486.Click photographs - Photos may exist for this station.
 AG7486
 AG7486.The dynamic height is computed by dividing the NAVD 88
 AG7486.geopotential number by the normal gravity value computed on the
 AG7486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7486.degrees latitude (g = 980.6199 gals.).
 AG7486
 AG7486.The modeled gravity was interpolated from observed gravity values.
 AG7486
 AG7486;                    North         East    Units  Estimated Accuracy
 AG7486;SPC FL W     -   393,903.      117,364.      MT  (+/- 10 meters HH2 GPS)
 AG7486
 AG7486_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL1895085976(NAD 83)
 AG7486
 AG7486                          SUPERSEDED SURVEY CONTROL
 AG7486
 AG7486  NGVD 29 (??/??/92)    2.585  (m)            8.48   (f) ADJ UNCH    2 1
 AG7486
 AG7486.Superseded values are not recommended for survey control.
 AG7486
 AG7486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7486.See file dsdata.pdf to determine how the superseded data were derived.
 AG7486
 AG7486_MARKER: DD = SURVEY DISK
 AG7486_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7486_STAMPING: 6643 F 1976
 AG7486_MARK LOGO: NOS
 AG7486_PROJECTION: FLUSH
 AG7486_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7486+SATELLITE: SATELLITE OBSERVATIONS - August 04, 2015
 AG7486_ROD/PIPE-DEPTH: 12.2 meters
 AG7486
 AG7486  HISTORY     - Date     Condition        Report By
 AG7486  HISTORY     - 1976     MONUMENTED       NOS
 AG7486  HISTORY     - 1982     GOOD             FLDNR
 AG7486  HISTORY     - 19960206 MARK NOT FOUND   USPSQD
 AG7486  HISTORY     - 20150804 SEE DESCRIPTION  FLDEP
 AG7486
 AG7486                          STATION DESCRIPTION
 AG7486
 AG7486'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7486'0.5 MI EAST FROM INDIAN ROCKS BEACH.
 AG7486'BEGIN AT THE STATE ROAD 694 BRIDGE OVER THE INTRACOASTAL WATERWAY
 AG7486'AT INDIAN ROCKS BEACH, GO 0.4 MILE EASTERLY ON STATE ROAD 694 TO
 AG7486'146TH STREET NORTH, GO 0.1 MILE NORTH ON 146TH STREET NORTH TO
 AG7486'120TH AVENUE NORTH, GO 0.05 MILE EAST ON 120TH AVENUE NORTH TO 145TH
 AG7486'LANE, GO 0.3 MILE NORTH ON 145TH LANE TO THE INTERCOASTAL MARINA.
 AG7486'THE MARK IS NEAR THE SOUTHEAST CORNER OF THE MARINA SALES OFFICE,
 AG7486'35 FEET WEST OF THE CENTERLINE OF 145TH STREET NORTH, 43 FEET
 AG7486'NORTHWEST OF A MANHOLE AT THE JUNCTION OF LARBOARD DRIVE AND 145TH
 AG7486'STREET NORTH, AND 1 FOOT WEST OF A WITNESS POST.
 AG7486
 AG7486                          STATION RECOVERY (1996)
 AG7486
 AG7486'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7486'MARK NOT FOUND.
 AG7486
 AG7486                          STATION RECOVERY (2015)
 AG7486
 AG7486'RECOVERY NOTE BY FL DEPT OF ENV PRO 2015 (BPJ)
 AG7486'RECOVERED IN GOOD CONDITION.
 AG7486'
 AG7486'NOTE-WITH THIS ADDITION, A LARGE PALM TREE WAS PLANTED BETWEEN THE
 AG7486'MARK AND THE METAL WITNESS POST.
 AG7486'
 AG7486'NOT LEVELED TO THIS DATE (EXTRA TIE MARK).
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9401 ***********************************************************************
 AG9401  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9401  DESIGNATION -  872 6651 A TIDAL
 AG9401  PID         -  AG9401
 AG9401  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9401  COUNTRY     -  US
 AG9401  USGS QUAD   -  TAMPA (2018)
 AG9401
 AG9401                         *CURRENT SURVEY CONTROL
 AG9401  ______________________________________________________________________
 AG9401* NAD 83(1986) POSITION- 27 54 02.     (N) 082 25 34.     (W)   SCALED
 AG9401* NAVD 88 ORTHO HEIGHT -     0.523 (meters)        1.72  (feet) ADJUSTED
 AG9401  ______________________________________________________________________
 AG9401  GEOID HEIGHT    -        -24.986 (meters)                     GEOID18
 AG9401  DYNAMIC HEIGHT  -          0.522 (meters)        1.71  (feet) COMP
 AG9401  MODELED GRAVITY -    979,181.5   (mgal)                       NAVD 88
 AG9401
 AG9401  VERT ORDER      -  SECOND    CLASS I
 AG9401
 AG9401.The horizontal coordinates were scaled from a map and have
 AG9401.an estimated accuracy of +/- 6 seconds.
 AG9401
 AG9401.The orthometric height was determined by differential leveling and
 AG9401.adjusted by the NATIONAL GEODETIC SURVEY
 AG9401.in March 1995.
 AG9401
 AG9401.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9401.GEOID18 height accuracy estimate available here.
 AG9401
 AG9401.This Tidal Bench Mark is designated as VM 7488
 AG9401.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9401
 AG9401.Click photographs - Photos may exist for this station.
 AG9401
 AG9401.The dynamic height is computed by dividing the NAVD 88
 AG9401.geopotential number by the normal gravity value computed on the
 AG9401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9401.degrees latitude (g = 980.6199 gals.).
 AG9401
 AG9401.The modeled gravity was interpolated from observed gravity values.
 AG9401
 AG9401;                    North         East    Units  Estimated Accuracy
 AG9401;SPC FL W     -   395,260.      158,050.      MT  (+/- 180 meters Scaled)
 AG9401
 AG9401_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL596870(NAD 83)
 AG9401
 AG9401                          SUPERSEDED SURVEY CONTROL
 AG9401
 AG9401.No superseded survey control is available for this station.
 AG9401
 AG9401_MARKER: DB = BENCH MARK DISK
 AG9401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9401_STAMPING: 6651 A 1977
 AG9401_MARK LOGO: NOS
 AG9401_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9401+STABILITY: SURFACE MOTION
 AG9401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9401+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1990
 AG9401
 AG9401  HISTORY     - Date     Condition        Report By
 AG9401  HISTORY     - 1977     MONUMENTED       NOS
 AG9401  HISTORY     - 19900406 GOOD             FLDNR
 AG9401  HISTORY     - 20070418 GOOD             FL-057
 AG9401  HISTORY     - 20070720 MARK NOT FOUND   FLDEP
 AG9401  HISTORY     - 20170421 MARK NOT FOUND   NGS
 AG9401
 AG9401                          STATION DESCRIPTION
 AG9401
 AG9401'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9401'THE BENCH MARK IS LOCATED ON PENDOLA POINT IN THE NORTHEAST PORTION
 AG9401'OF HILLSBOROUGH BAY 5.70 MI (9.17 KM) NORTH OF GIBSONTON,
 AG9401'HILLSBOROUGH CO FLORIDA.  TO REACH THE BENCH MARK FROM THE POST
 AG9401'OFFICE IN TWIN OAK PLAZA ON U.S. 41 IN GIBSONTON, PROCEED 4.30 MI
 AG9401'(6.92 KM) NORTH ON U.S. 41 TO THE INTERSECTION OF 676 A (MADISON
 AG9401'AVE) AND PENDOLA POINT ROAD, TURN LEFT AND GO WEST 1.40 MI (2.25 KM)
 AG9401'ON PENDOLA POINT ROAD TO THE BENCH MARK ON THE LEFT.  THE MARK IS
 AG9401'LOCATED 121.4 FT (37.00 M) EAST OF BENCHMARK 6651 B, 59.4 FT (18.11
 AG9401'M) SOUTH OF THE CENTERLINE OF A PAVED ROAD, 32.8 FT (10.00 M) SOUTH
 AG9401'OF POWER POLE NUMBER 40, AND 0.8 FT (0.24 M) NORTH OF A WITNESS POST.
 AG9401
 AG9401                          STATION RECOVERY (2007)
 AG9401
 AG9401'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2007 (JG)
 AG9401'RECOVERED IN GOOD CONDITION.
 AG9401
 AG9401                          STATION RECOVERY (2007)
 AG9401
 AG9401'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG9401'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG9401
 AG9401                          STATION RECOVERY (2017)
 AG9401
 AG9401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG9401'MARK NOT FOUND ROAD HAS BEEN REWORKED AND RIP RAP HAS BEEN ADDED FOR
 AG9401'EROSION CONTROL POSSIBLY COVERING MARK. MARK NOT FOUND 2007
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9402 ***********************************************************************
 AG9402  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9402  DESIGNATION -  872 6651 B TIDAL
 AG9402  PID         -  AG9402
 AG9402  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9402  COUNTRY     -  US
 AG9402  USGS QUAD   -  TAMPA (2018)
 AG9402
 AG9402                         *CURRENT SURVEY CONTROL
 AG9402  ______________________________________________________________________
 AG9402* NAD 83(1986) POSITION- 27 54 02.     (N) 082 25 36.     (W)   SCALED
 AG9402* NAVD 88 ORTHO HEIGHT -     0.450 (meters)        1.48  (feet) ADJUSTED
 AG9402  ______________________________________________________________________
 AG9402  GEOID HEIGHT    -        -24.985 (meters)                     GEOID18
 AG9402  DYNAMIC HEIGHT  -          0.449 (meters)        1.47  (feet) COMP
 AG9402  MODELED GRAVITY -    979,181.6   (mgal)                       NAVD 88
 AG9402
 AG9402  VERT ORDER      -  SECOND    CLASS I
 AG9402
 AG9402.The horizontal coordinates were scaled from a map and have
 AG9402.an estimated accuracy of +/- 6 seconds.
 AG9402
 AG9402.The orthometric height was determined by differential leveling and
 AG9402.adjusted by the NATIONAL GEODETIC SURVEY
 AG9402.in March 1995.
 AG9402
 AG9402.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9402.GEOID18 height accuracy estimate available here.
 AG9402
 AG9402.This Tidal Bench Mark is designated as VM 7489
 AG9402.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9402
 AG9402.Click photographs - Photos may exist for this station.
 AG9402
 AG9402.The dynamic height is computed by dividing the NAVD 88
 AG9402.geopotential number by the normal gravity value computed on the
 AG9402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9402.degrees latitude (g = 980.6199 gals.).
 AG9402
 AG9402.The modeled gravity was interpolated from observed gravity values.
 AG9402
 AG9402;                    North         East    Units  Estimated Accuracy
 AG9402;SPC FL W     -   395,260.      158,000.      MT  (+/- 180 meters Scaled)
 AG9402
 AG9402_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL595870(NAD 83)
 AG9402
 AG9402                          SUPERSEDED SURVEY CONTROL
 AG9402
 AG9402.No superseded survey control is available for this station.
 AG9402
 AG9402_MARKER: DB = BENCH MARK DISK
 AG9402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9402_STAMPING: 6651 B 1977
 AG9402_MARK LOGO: NOS
 AG9402_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9402+STABILITY: SURFACE MOTION
 AG9402_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9402+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1990
 AG9402
 AG9402  HISTORY     - Date     Condition        Report By
 AG9402  HISTORY     - 1977     MONUMENTED       NOS
 AG9402  HISTORY     - 19900406 GOOD             FLDNR
 AG9402  HISTORY     - 20070720 MARK NOT FOUND   FLDEP
 AG9402  HISTORY     - 20170421 MARK NOT FOUND   NGS
 AG9402
 AG9402                          STATION DESCRIPTION
 AG9402
 AG9402'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9402'THE BENCH MARK IS LOCATED ON PENDOLA POINT IN THE NORTH EAST PORTION
 AG9402'OF HILLSBOROUGH BAY, 5.7 MI (9.17 KM) NORTH OF GIBSONTON IN
 AG9402'HILLSBOROUGH CO FLORIDA.  TO REACH THE BENCH MARK FROM THE POST
 AG9402'OFFICE IN TWIN OAK PLAZA ON U .S. 41 IN GIBSONTON.  PROCEED 4.30 MI
 AG9402'(6.92 KM) NORTH ON U.S. 41 TO THE INTERSECTION OF 676 A (MADISON
 AG9402'AVE) AND PENDOLA POINT ROAD, TURN LEFT AND GO WEST 1.40 MI (2.25 KM)
 AG9402'ON PENDOLA POINT ROAD TO THE BENCH MARK ON THE LEFT.  THE MARK IS
 AG9402'LOCATED 121.4 FT (37.00 M) WEST OF BENCHMARK A, 105.0 FT (32.00 M)
 AG9402'EAST OF BEACHMARK 6651 C, 60.7 FT (18.50 M) SOUTH OF THE CENTERLINE
 AG9402'OF PAVED ROAD, AND 0.7 FT (0.21 M) NORTH OF A WITTNESS POST.
 AG9402
 AG9402                          STATION RECOVERY (2007)
 AG9402
 AG9402'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG9402'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG9402
 AG9402                          STATION RECOVERY (2017)
 AG9402
 AG9402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG9402'MARK NOT FOUND ROAD HAS BEEN REWORKED AND RIP RAP HAS BEEN ADDED FOR
 AG9402'EROSION CONTROL POSSIBLY COVERING MARK. MARK NOT FOUND 2007
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9403 ***********************************************************************
 AG9403  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9403  DESIGNATION -  872 6651 C TIDAL
 AG9403  PID         -  AG9403
 AG9403  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9403  COUNTRY     -  US
 AG9403  USGS QUAD   -  TAMPA (2018)
 AG9403
 AG9403                         *CURRENT SURVEY CONTROL
 AG9403  ______________________________________________________________________
 AG9403* NAD 83(1986) POSITION- 27 54 02.     (N) 082 25 39.     (W)   SCALED
 AG9403* NAVD 88 ORTHO HEIGHT -     0.403 (meters)        1.32  (feet) ADJUSTED
 AG9403  ______________________________________________________________________
 AG9403  GEOID HEIGHT    -        -24.984 (meters)                     GEOID18
 AG9403  DYNAMIC HEIGHT  -          0.403 (meters)        1.32  (feet) COMP
 AG9403  MODELED GRAVITY -    979,181.6   (mgal)                       NAVD 88
 AG9403
 AG9403  VERT ORDER      -  SECOND    CLASS I
 AG9403
 AG9403.The horizontal coordinates were scaled from a map and have
 AG9403.an estimated accuracy of +/- 6 seconds.
 AG9403
 AG9403.The orthometric height was determined by differential leveling and
 AG9403.adjusted by the NATIONAL GEODETIC SURVEY
 AG9403.in March 1995.
 AG9403
 AG9403.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9403.GEOID18 height accuracy estimate available here.
 AG9403
 AG9403.This Tidal Bench Mark is designated as VM 7490
 AG9403.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9403
 AG9403.Click photographs - Photos may exist for this station.
 AG9403
 AG9403.The dynamic height is computed by dividing the NAVD 88
 AG9403.geopotential number by the normal gravity value computed on the
 AG9403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9403.degrees latitude (g = 980.6199 gals.).
 AG9403
 AG9403.The modeled gravity was interpolated from observed gravity values.
 AG9403
 AG9403;                    North         East    Units  Estimated Accuracy
 AG9403;SPC FL W     -   395,260.      157,910.      MT  (+/- 180 meters Scaled)
 AG9403
 AG9403_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL595870(NAD 83)
 AG9403
 AG9403                          SUPERSEDED SURVEY CONTROL
 AG9403
 AG9403.No superseded survey control is available for this station.
 AG9403
 AG9403_MARKER: DB = BENCH MARK DISK
 AG9403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9403_STAMPING: 6651 C 1977
 AG9403_MARK LOGO: NOS
 AG9403_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9403+STABILITY: SURFACE MOTION
 AG9403_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9403+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1990
 AG9403
 AG9403  HISTORY     - Date     Condition        Report By
 AG9403  HISTORY     - 1977     MONUMENTED       NOS
 AG9403  HISTORY     - 19900406 GOOD             FLDNR
 AG9403  HISTORY     - 20070720 MARK NOT FOUND   FLDEP
 AG9403  HISTORY     - 20170421 MARK NOT FOUND   NGS
 AG9403
 AG9403                          STATION DESCRIPTION
 AG9403
 AG9403'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9403'THE BENCH MARK IS LOCATED ON PENDOLA POINT IN THE NORTHEAST PORTION
 AG9403'OF HILLSBOROUGH BAY, 5.75 MI (9.25 KM) NORTH OF GIBSONTON,
 AG9403'HILLSBOROUGH COUNTY FLORIDA.  TO REACH THE BENCH MARK FROM THE POST
 AG9403'OFFICE IN TWIN OAK PLAZA ON U.S. 41 IN GIBSONTON, PROCEED 4.30 MI
 AG9403'(6.92 KM) NORTH ON U.S. 41 TO THE INTERSECTION OF 676 A (MADISON
 AG9403'AVE) AND PENDOLA POINT ROAD, TURN LEFT AND GO WEST 1.40 MI (2.25 KM)
 AG9403'ON PENDOLA POINT ROAD TO THE STATION ON THE LEFT.  THE MARK IS
 AG9403'LOCATED 105.0 FT (32.00 M) WEST OF BEACHMARK 6651 B, 98.4 FT (29.99
 AG9403'M) EAST OF BEACHMARK 6651 E, 62.0 FT (18.90 M) SOUTH OF THE
 AG9403'CENTERLINE OF THE PAVED ROAD, 48.2 FT (14.69 M) SOUTHEAST OF POWER
 AG9403'POLE NUMBER 41, AND 0.7 FT (0.21 M) NORTH OF A WITNESS POST.
 AG9403
 AG9403                          STATION RECOVERY (2007)
 AG9403
 AG9403'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG9403'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG9403
 AG9403                          STATION RECOVERY (2017)
 AG9403
 AG9403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG9403'MARK NOT FOUND ROAD HAS BEEN REWORKED AND RIP RAP HAS BEEN ADDED FOR
 AG9403'EROSION CONTROL POSSIBLY COVERING MARK. MARK NOT FOUND 2007
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9404 ***********************************************************************
 AG9404  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9404  DESIGNATION -  872 6651 E TIDAL
 AG9404  PID         -  AG9404
 AG9404  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9404  COUNTRY     -  US
 AG9404  USGS QUAD   -  TAMPA (2018)
 AG9404
 AG9404                         *CURRENT SURVEY CONTROL
 AG9404  ______________________________________________________________________
 AG9404* NAD 83(1986) POSITION- 27 54 02.     (N) 082 25 41.     (W)   SCALED
 AG9404* NAVD 88 ORTHO HEIGHT -     0.429 (meters)        1.41  (feet) ADJUSTED
 AG9404  ______________________________________________________________________
 AG9404  GEOID HEIGHT    -        -24.984 (meters)                     GEOID18
 AG9404  DYNAMIC HEIGHT  -          0.428 (meters)        1.40  (feet) COMP
 AG9404  MODELED GRAVITY -    979,181.6   (mgal)                       NAVD 88
 AG9404
 AG9404  VERT ORDER      -  SECOND    CLASS I
 AG9404
 AG9404.The horizontal coordinates were scaled from a map and have
 AG9404.an estimated accuracy of +/- 6 seconds.
 AG9404
 AG9404.The orthometric height was determined by differential leveling and
 AG9404.adjusted by the NATIONAL GEODETIC SURVEY
 AG9404.in March 1995.
 AG9404
 AG9404.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9404.GEOID18 height accuracy estimate available here.
 AG9404
 AG9404.This Tidal Bench Mark is designated as VM 7491
 AG9404.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9404
 AG9404.Click photographs - Photos may exist for this station.
 AG9404
 AG9404.The dynamic height is computed by dividing the NAVD 88
 AG9404.geopotential number by the normal gravity value computed on the
 AG9404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9404.degrees latitude (g = 980.6199 gals.).
 AG9404
 AG9404.The modeled gravity was interpolated from observed gravity values.
 AG9404
 AG9404;                    North         East    Units  Estimated Accuracy
 AG9404;SPC FL W     -   395,260.      157,860.      MT  (+/- 180 meters Scaled)
 AG9404
 AG9404_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL594870(NAD 83)
 AG9404
 AG9404                          SUPERSEDED SURVEY CONTROL
 AG9404
 AG9404.No superseded survey control is available for this station.
 AG9404
 AG9404_MARKER: DB = BENCH MARK DISK
 AG9404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG9404_STAMPING: 6651 E 1977
 AG9404_MARK LOGO: NOS
 AG9404_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG9404+STABILITY: SURFACE MOTION
 AG9404_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9404+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1990
 AG9404
 AG9404  HISTORY     - Date     Condition        Report By
 AG9404  HISTORY     - 1977     MONUMENTED       NOS
 AG9404  HISTORY     - 19900406 GOOD             FLDNR
 AG9404  HISTORY     - 20070720 MARK NOT FOUND   FLDEP
 AG9404  HISTORY     - 20170421 MARK NOT FOUND   NGS
 AG9404
 AG9404                          STATION DESCRIPTION
 AG9404
 AG9404'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9404'THE BENCH MARK IS LOCATED ON PENDOLA POINT IN THE NORTHEAST PORTION
 AG9404'OF HILLSBOROUGH BAY, 5.75 MI (9.25 KM) NORTH OF GIBSONTON,
 AG9404'HILLSBOROUGH COUNTY FLORIDA.  TO REACH THE BENCH MARK FROM THE POST
 AG9404'OFFICE IN TWIN OAK PLAZA ON U .S. 41 IN GIBSONTON, PROCEED 4.30 MI
 AG9404'(6.92 KM) NORTH ON U.S. 41 TO THE INTERSECTION OF 676 A (MADISON
 AG9404'AVE) AND PENDOLA POINT ROAD, TURN LEFT AND GO WEST 1.40 MI (2.25 KM)
 AG9404'ON PENDOLA POINT ROAD TO THE BENCH MARK ON THE LEFT.  THE MARK IS
 AG9404'LOCATED 182.0 FT (55.47 M) SOUTHEAST OF POWER POLE NO 42, 98.4 FT
 AG9404'(29.99 M) WEST OF BENCHMARK 6651 C, 80.4 FT (24.51 M) SOUTHWEST OF
 AG9404'POWER POLE NUMBER 41, 61.0 FT (18.59 M) SOUTH OF THE CENTERLINE OF
 AG9404'THE PAVED ROAD AND 0.7 FT (0.21 M) NORTH OF A WITTNESS POST.
 AG9404
 AG9404                          STATION RECOVERY (2007)
 AG9404
 AG9404'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG9404'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG9404
 AG9404                          STATION RECOVERY (2017)
 AG9404
 AG9404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG9404'MARK NOT FOUND ROAD HAS BEEN REWORKED AND RIP RAP HAS BEEN ADDED FOR
 AG9404'EROSION CONTROL POSSIBLY COVERING MARK. MARK NOT FOUND 2007
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9405 ***********************************************************************
 AG9405  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9405  DESIGNATION -  872 6651 G TIDAL
 AG9405  PID         -  AG9405
 AG9405  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9405  COUNTRY     -  US
 AG9405  USGS QUAD   -  TAMPA (2018)
 AG9405
 AG9405                         *CURRENT SURVEY CONTROL
 AG9405  ______________________________________________________________________
 AG9405* NAD 83(1986) POSITION- 27 54 04.     (N) 082 25 44.     (W)   SCALED
 AG9405* NAVD 88 ORTHO HEIGHT -     2.774 (meters)        9.10  (feet) ADJUSTED
 AG9405  ______________________________________________________________________
 AG9405  GEOID HEIGHT    -        -24.984 (meters)                     GEOID18
 AG9405  DYNAMIC HEIGHT  -          2.770 (meters)        9.09  (feet) COMP
 AG9405  MODELED GRAVITY -    979,181.7   (mgal)                       NAVD 88
 AG9405
 AG9405  VERT ORDER      -  SECOND    CLASS I
 AG9405
 AG9405.The horizontal coordinates were scaled from a map and have
 AG9405.an estimated accuracy of +/- 6 seconds.
 AG9405
 AG9405.The orthometric height was determined by differential leveling and
 AG9405.adjusted by the NATIONAL GEODETIC SURVEY
 AG9405.in March 1995.
 AG9405
 AG9405.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9405.GEOID18 height accuracy estimate available here.
 AG9405
 AG9405.This Tidal Bench Mark is designated as VM 12515
 AG9405.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9405
 AG9405.Click photographs - Photos may exist for this station.
 AG9405
 AG9405.The dynamic height is computed by dividing the NAVD 88
 AG9405.geopotential number by the normal gravity value computed on the
 AG9405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9405.degrees latitude (g = 980.6199 gals.).
 AG9405
 AG9405.The modeled gravity was interpolated from observed gravity values.
 AG9405
 AG9405;                    North         East    Units  Estimated Accuracy
 AG9405;SPC FL W     -   395,330.      157,780.      MT  (+/- 180 meters Scaled)
 AG9405
 AG9405_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL593870(NAD 83)
 AG9405
 AG9405                          SUPERSEDED SURVEY CONTROL
 AG9405
 AG9405.No superseded survey control is available for this station.
 AG9405
 AG9405_MARKER: DB = BENCH MARK DISK
 AG9405_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9405_STAMPING: 6651 G 1990
 AG9405_MARK LOGO: NOS
 AG9405_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9405_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9405+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9405
 AG9405  HISTORY     - Date     Condition        Report By
 AG9405  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9405  HISTORY     - 20070720 MARK NOT FOUND   FLDEP
 AG9405  HISTORY     - 20170421 MARK NOT FOUND   NGS
 AG9405
 AG9405                          STATION DESCRIPTION
 AG9405
 AG9405'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9405'THE BENCH MARK IS LOCATED ON PENDOLA POINT IN THE NORTHEAST PORTION
 AG9405'OF HILLSBOROUGH BAY, 7.8 MI (12.55 KM) NORTH OF GIBSONTON
 AG9405'HILLSBOROUGH COUNTY FLORIDA.  TO REACH THE STATION FROM THE POST
 AG9405'OFFICE IN TWIN OAK PLAZA ON U.S. 41 IN GIBSONTON, PROCEED 4.30 MI
 AG9405'(6.92 KM) NORTH ON U.S. 41 TO THE INTERSECTION OF 676 A (MADISON
 AG9405'AVE) AND PENDOLA POINT ROAD, TURN LEFT AND GO WEST 1.40 MI (2.25 KM)
 AG9405'ON PENDOLA POINT ROAD TO THE BENCH MARK THE LEFT.  THE MARK IS
 AG9405'LOCATED 306.8 FT (93.51 M) WEST OF BEACHMARK 6651 E, 124.3 FT (37.89
 AG9405'M) WEST OF POWER POLE NO 42, 122.0 FT (37.19 M) EAST OF POWER POLE NO
 AG9405'43, 22.0 FT (6.71 M) SOUTH OF THE CENTERLINE OF THE PAVED ROAD AND
 AG9405'1.0 FT (0.30 M) NORTH OF A WITNESS POST.
 AG9405
 AG9405                          STATION RECOVERY (2007)
 AG9405
 AG9405'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG9405'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
 AG9405
 AG9405                          STATION RECOVERY (2017)
 AG9405
 AG9405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG9405'MARK NOT FOUND ROAD HAS BEEN REWORKED AND RIP RAP HAS BEEN ADDED FOR
 AG9405'EROSION CONTROL POSSIBLY COVERING MARK. MARK NOT FOUND 2007
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1812 ***********************************************************************
 DL1812  DESIGNATION -  872 6651 H TIDAL
 DL1812  PID         -  DL1812
 DL1812  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1812  COUNTRY     -  US
 DL1812  USGS QUAD   -  TAMPA (2018)
 DL1812
 DL1812                         *CURRENT SURVEY CONTROL
 DL1812  ______________________________________________________________________
 DL1812* NAD 83(1986) POSITION- 27 54 03.     (N) 082 25 12.     (W)   SCALED
 DL1812* NAVD 88 ORTHO HEIGHT -     3.110 (meters)       10.20  (feet) ADJUSTED
 DL1812  ______________________________________________________________________
 DL1812  GEOID HEIGHT    -        -24.992 (meters)                     GEOID18
 DL1812  DYNAMIC HEIGHT  -          3.105 (meters)       10.19  (feet) COMP
 DL1812  MODELED GRAVITY -    979,181.4   (mgal)                       NAVD 88
 DL1812
 DL1812  VERT ORDER      -  FIRST     CLASS II
 DL1812
 DL1812.The horizontal coordinates were scaled from a map and have
 DL1812.an estimated accuracy of +/- 6 seconds.
 DL1812
 DL1812.The orthometric height was determined by differential leveling and
 DL1812.adjusted by the NATIONAL GEODETIC SURVEY
 DL1812.in July 2009.
 DL1812
 DL1812.No vertical observational check was made to the station.
 DL1812
 DL1812.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1812.GEOID18 height accuracy estimate available here.
 DL1812
 DL1812.Click photographs - Photos may exist for this station.
 DL1812
 DL1812.The dynamic height is computed by dividing the NAVD 88
 DL1812.geopotential number by the normal gravity value computed on the
 DL1812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1812.degrees latitude (g = 980.6199 gals.).
 DL1812
 DL1812.The modeled gravity was interpolated from observed gravity values.
 DL1812
 DL1812;                    North         East    Units  Estimated Accuracy
 DL1812;SPC FL W     -   395,290.      158,650.      MT  (+/- 180 meters Scaled)
 DL1812
 DL1812_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL602870(NAD 83)
 DL1812
 DL1812                          SUPERSEDED SURVEY CONTROL
 DL1812
 DL1812.No superseded survey control is available for this station.
 DL1812
 DL1812_MARKER: DD = SURVEY DISK
 DL1812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1812_STAMPING: 6651 H 2007
 DL1812_MARK LOGO: FLDEP
 DL1812_PROJECTION: FLUSH
 DL1812_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1812+STABILITY: SURFACE MOTION
 DL1812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1812+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2007
 DL1812
 DL1812  HISTORY     - Date     Condition        Report By
 DL1812  HISTORY     - 20070803 MONUMENTED       FLDEP
 DL1812
 DL1812                          STATION DESCRIPTION
 DL1812
 DL1812'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1812'THE MARK IS ABOUT 5.0 MI (8.0 KM) NORTH OF GIBSONTON, 4.0 MI (6.4 KM)
 DL1812'SOUTHEAST OF TAMPA, IN SECTION 4, TOWNSHIP 30 SOUTH, RANGE 19 EAST.
 DL1812'
 DL1812'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 (EAST
 DL1812'ADAMO DRIVE) AND U.S. HIGHWAY 41 ON THE EAST SIDE OF TAMPA, GO SOUTH
 DL1812'ON U.S. HIGHWAY 41 FOR 0.65 MI (0.6 KM) TO THE INTERSECTION OF PALM
 DL1812'RIVER DRIVE, CONTINUE SOUTH ON U.S. HIGHWAY 41 FOR 1.35 MI (1.1 KM) TO
 DL1812'THE INTERSECTION OF STATE HIGHWAY 676 (CAUSEWAY BOULEVARD, 22ND
 DL1812'STREET, BUS 41), CONTINUE SOUTH ON U.S. HIGHWAY 41 FOR 1.5 MI (2.3 KM)
 DL1812'TO THE INTERSECTION OF PENDOLA POINT ROAD, TURN RIGHT ON PENDOLA POINT
 DL1812'ROAD AND GO WEST FOR 1.1 MI (72.4 KM) TO THE ENTRANCE ROAD OF
 DL1812'GCI-TAMPA (TRUCK ENTRANCE) AND THE MARK ON THE RIGHT, A FLDEP SURVEY
 DL1812'DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND
 DL1812'AND LEVEL WITH PENDOLA POINT ROAD.
 DL1812'
 DL1812'LOCATED 74.0 FT (22.6 M) NORTH OF THE CENTERLINE OF PENDOLA POINT
 DL1812'ROAD, 25.0 FT (7.6 M) NORTH OF THE NORTH RAIL OF THE RAILROAD TRACK,
 DL1812'21.0 FT (6.4 M) WEST OF THE APPROXIMATE CENTERLINE OF THE ENTRANCE
 DL1812'DRIVE OF GCI-TAMPA (TRUCK ENTRANCE), 4.0 FT (1.2 M) SOUTH OF AN 8.0 FT
 DL1812'(2.4 M) CHAIN LINK FENCE WITH THREE STRANDS OF BARB WIRE AND 3.1 FT
 DL1812'(0.9 M) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1811 ***********************************************************************
 DL1811  DESIGNATION -  872 6651 J TIDAL
 DL1811  PID         -  DL1811
 DL1811  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1811  COUNTRY     -  US
 DL1811  USGS QUAD   -  TAMPA (2018)
 DL1811
 DL1811                         *CURRENT SURVEY CONTROL
 DL1811  ______________________________________________________________________
 DL1811* NAD 83(1986) POSITION- 27 54 03.     (N) 082 25 20.     (W)   SCALED
 DL1811* NAVD 88 ORTHO HEIGHT -     3.132 (meters)       10.28  (feet) ADJUSTED
 DL1811  ______________________________________________________________________
 DL1811  GEOID HEIGHT    -        -24.990 (meters)                     GEOID18
 DL1811  DYNAMIC HEIGHT  -          3.128 (meters)       10.26  (feet) COMP
 DL1811  MODELED GRAVITY -    979,181.5   (mgal)                       NAVD 88
 DL1811
 DL1811  VERT ORDER      -  FIRST     CLASS II
 DL1811
 DL1811.The horizontal coordinates were scaled from a map and have
 DL1811.an estimated accuracy of +/- 6 seconds.
 DL1811
 DL1811.The orthometric height was determined by differential leveling and
 DL1811.adjusted by the NATIONAL GEODETIC SURVEY
 DL1811.in July 2009.
 DL1811
 DL1811.No vertical observational check was made to the station.
 DL1811
 DL1811.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1811.GEOID18 height accuracy estimate available here.
 DL1811
 DL1811.Click photographs - Photos may exist for this station.
 DL1811
 DL1811.The dynamic height is computed by dividing the NAVD 88
 DL1811.geopotential number by the normal gravity value computed on the
 DL1811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1811.degrees latitude (g = 980.6199 gals.).
 DL1811
 DL1811.The modeled gravity was interpolated from observed gravity values.
 DL1811
 DL1811;                    North         East    Units  Estimated Accuracy
 DL1811;SPC FL W     -   395,290.      158,430.      MT  (+/- 180 meters Scaled)
 DL1811
 DL1811_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL600870(NAD 83)
 DL1811
 DL1811                          SUPERSEDED SURVEY CONTROL
 DL1811
 DL1811.No superseded survey control is available for this station.
 DL1811
 DL1811_MARKER: DD = SURVEY DISK
 DL1811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1811_STAMPING: 6651 J 2007
 DL1811_MARK LOGO: FLDEP
 DL1811_PROJECTION: FLUSH
 DL1811_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1811+STABILITY: SURFACE MOTION
 DL1811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1811+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2007
 DL1811
 DL1811  HISTORY     - Date     Condition        Report By
 DL1811  HISTORY     - 20070803 MONUMENTED       FLDEP
 DL1811
 DL1811                          STATION DESCRIPTION
 DL1811
 DL1811'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1811'THE MARK IS ABOUT 5.0 MI (8.0 KM) NORTH OF GIBSONTON, 4.0 MI (6.4 KM)
 DL1811'SOUTHEAST OF TAMPA, IN SECTION 4, TOWNSHIP 30 SOUTH, RANGE 19 EAST.
 DL1811'
 DL1811'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 (EAST
 DL1811'ADAMO DRIVE) AND U.S. HIGHWAY 41 ON THE EAST SIDE OF TAMPA, GO SOUTH
 DL1811'ON U.S. HIGHWAY 41 FOR 0.65 MI (0.6 KM) TO THE INTERSECTION OF PALM
 DL1811'RIVER DRIVE, CONTINUE SOUTH ON U.S. HIGHWAY 41 FOR 1.35 MI (1.1 KM) TO
 DL1811'THE INTERSECTION OF STATE HIGHWAY 676 (CAUSEWAY BOULEVARD, 22ND
 DL1811'STREET, BUS 41), CONTINUE SOUTH ON U.S. HIGHWAY 41 FOR 1.5 MI (2.3 KM)
 DL1811'TO THE INTERSECTION OF PENDOLA POINT ROAD, TURN RIGHT ON PENDOLA POINT
 DL1811'ROAD AND GO WEST FOR 1.25 MI (72.4 KM) TO THE ENTRANCE ROAD OF SEA-3
 DL1811'OF FLORIDA, INCORPORATED AT 3606 PENDOLA POINT ROAD AND THE MARK ON
 DL1811'THE RIGHT, A FLDEP SURVEY DISK SET IN THE TOP OF A ROUND CONCRETE
 DL1811'MONUMENT FLUSH WITH THE GROUND AND LEVEL WITH THE ENTRANCE DRIVE TO
 DL1811'SEA-3 OF FLORIDA.
 DL1811'
 DL1811'LOCATED 72.6 FT (22.1 M) NORTH OF THE CENTERLINE OF PENDOLA POINT
 DL1811'ROAD, 54.0 FT (16.5 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DL1811'ENTRANCE DRIVE OF SEA-3 OF FLORIDA, 25.9 FT (7.9 M) NORTH OF THE NORTH
 DL1811'RAIL OF THE RAILROAD TRACK, 1.9 FT (0.6 M) SOUTH OF AN 8.0 FT (2.4 M)
 DL1811'CHAINLINK FENCE WITH THREE STRANDS OF BARB WIRE AND 1.8 FT (0.5 M)
 DL1811'SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1810 ***********************************************************************
 DL1810  DESIGNATION -  872 6651 K TIDAL
 DL1810  PID         -  DL1810
 DL1810  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1810  COUNTRY     -  US
 DL1810  USGS QUAD   -  TAMPA (2018)
 DL1810
 DL1810                         *CURRENT SURVEY CONTROL
 DL1810  ______________________________________________________________________
 DL1810* NAD 83(1986) POSITION- 27 54 03.     (N) 082 25 34.     (W)   SCALED
 DL1810* NAVD 88 ORTHO HEIGHT -     2.470 (meters)        8.10  (feet) ADJUSTED
 DL1810  ______________________________________________________________________
 DL1810  GEOID HEIGHT    -        -24.986 (meters)                     GEOID18
 DL1810  DYNAMIC HEIGHT  -          2.466 (meters)        8.09  (feet) COMP
 DL1810  MODELED GRAVITY -    979,181.6   (mgal)                       NAVD 88
 DL1810
 DL1810  VERT ORDER      -  FIRST     CLASS II
 DL1810
 DL1810.The horizontal coordinates were scaled from a map and have
 DL1810.an estimated accuracy of +/- 6 seconds.
 DL1810
 DL1810.The orthometric height was determined by differential leveling and
 DL1810.adjusted by the NATIONAL GEODETIC SURVEY
 DL1810.in July 2009.
 DL1810
 DL1810.No vertical observational check was made to the station.
 DL1810
 DL1810.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1810.GEOID18 height accuracy estimate available here.
 DL1810
 DL1810.Click photographs - Photos may exist for this station.
 DL1810
 DL1810.The dynamic height is computed by dividing the NAVD 88
 DL1810.geopotential number by the normal gravity value computed on the
 DL1810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1810.degrees latitude (g = 980.6199 gals.).
 DL1810
 DL1810.The modeled gravity was interpolated from observed gravity values.
 DL1810
 DL1810;                    North         East    Units  Estimated Accuracy
 DL1810;SPC FL W     -   395,290.      158,050.      MT  (+/- 180 meters Scaled)
 DL1810
 DL1810_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL596870(NAD 83)
 DL1810
 DL1810                          SUPERSEDED SURVEY CONTROL
 DL1810
 DL1810.No superseded survey control is available for this station.
 DL1810
 DL1810_MARKER: F = FLANGE-ENCASED ROD
 DL1810_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DL1810_STAMPING: 6651 K 2007
 DL1810_MARK LOGO: NGS
 DL1810_PROJECTION: RECESSED 15 CENTIMETERS
 DL1810_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1810_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1810+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2007
 DL1810_ROD/PIPE-DEPTH: 12.2 meters
 DL1810
 DL1810  HISTORY     - Date     Condition        Report By
 DL1810  HISTORY     - 20070803 MONUMENTED       FLDEP
 DL1810
 DL1810                          STATION DESCRIPTION
 DL1810
 DL1810'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1810'THE MARK IS ABOUT 5.0 MI (8.0 KM) NORTH OF GIBSONTON, 4.0 MI (6.4 KM)
 DL1810'SOUTHEAST OF TAMPA, IN SECTION 4, TOWNSHIP 30 SOUTH, RANGE 19 EAST.
 DL1810'
 DL1810'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 (EAST
 DL1810'ADAMO DRIVE) AND U.S. HIGHWAY 41 ON THE EAST SIDE OF TAMPA, GO SOUTH
 DL1810'ON U.S. HIGHWAY 41 FOR 0.65 MI (0.6 KM) TO THE INTERSECTION OF PALM
 DL1810'RIVER DRIVE, CONTINUE SOUTH ON U.S. HIGHWAY 41 FOR 1.35 MI (1.1 KM) TO
 DL1810'THE INTERSECTION OF STATE HIGHWAY 676 (CAUSEWAY BOULEVARD, 22ND
 DL1810'STREET, BUS 41), CONTINUE SOUTH ON U.S. HIGHWAY 41 FOR 1.5 MI (2.3 KM)
 DL1810'TO THE INTERSECTION OF PENDOLA POINT ROAD, TURN RIGHT ON PENDOLA POINT
 DL1810'ROAD AND GO WEST FOR 1.45 MI (2.3 KM) TO THE ENTRANCE ROAD OF DRUMMOND
 DL1810'YARD AT 3532 PENDOLA POINT ROAD AND THE MARK ON THE RIGHT, A STAINLESS
 DL1810'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 40.0 FT (12.2 M) WITH A NGS
 DL1810'LOGO CAP RECESSED 0.6 FT (0.2 M) BELOW THE LEVEL OF THE GROUND AND
 DL1810'LEVEL WITH THE ENTRANCE ROAD.
 DL1810'
 DL1810'LOCATED 75.0 FT (22.9 M) NORTH OF THE CENTERLINE OF PENDOLA POINT
 DL1810'ROAD, 47.0 FT (14.3 M) EAST OF THE ENTRANCE ROAD OF DRUMMOND YARD,
 DL1810'24.6 FT (7.5 M) NORTH OF THE NORTH RAIL OF A RAILROAD TRACK, 2.0 FT
 DL1810'(0.6 M) SOUTH OF AN 8.0 FT (2.4 M) CHAINLINK FENCE WITH 3 STRANDS OF
 DL1810'BARB WIRE AND 1.7 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1809 ***********************************************************************
 DL1809  DESIGNATION -  872 6651 L TIDAL
 DL1809  PID         -  DL1809
 DL1809  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1809  COUNTRY     -  US
 DL1809  USGS QUAD   -  TAMPA (2018)
 DL1809
 DL1809                         *CURRENT SURVEY CONTROL
 DL1809  ______________________________________________________________________
 DL1809* NAD 83(1986) POSITION- 27 54 02.     (N) 082 25 46.     (W)   SCALED
 DL1809* NAVD 88 ORTHO HEIGHT -     3.029 (meters)        9.94  (feet) ADJUSTED
 DL1809  ______________________________________________________________________
 DL1809  GEOID HEIGHT    -        -24.982 (meters)                     GEOID18
 DL1809  DYNAMIC HEIGHT  -          3.024 (meters)        9.92  (feet) COMP
 DL1809  MODELED GRAVITY -    979,181.6   (mgal)                       NAVD 88
 DL1809
 DL1809  VERT ORDER      -  FIRST     CLASS II
 DL1809
 DL1809.The horizontal coordinates were scaled from a map and have
 DL1809.an estimated accuracy of +/- 6 seconds.
 DL1809
 DL1809.The orthometric height was determined by differential leveling and
 DL1809.adjusted by the NATIONAL GEODETIC SURVEY
 DL1809.in July 2009.
 DL1809
 DL1809.No vertical observational check was made to the station.
 DL1809
 DL1809.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1809.GEOID18 height accuracy estimate available here.
 DL1809
 DL1809.Click photographs - Photos may exist for this station.
 DL1809
 DL1809.The dynamic height is computed by dividing the NAVD 88
 DL1809.geopotential number by the normal gravity value computed on the
 DL1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1809.degrees latitude (g = 980.6199 gals.).
 DL1809
 DL1809.The modeled gravity was interpolated from observed gravity values.
 DL1809
 DL1809;                    North         East    Units  Estimated Accuracy
 DL1809;SPC FL W     -   395,260.      157,720.      MT  (+/- 180 meters Scaled)
 DL1809
 DL1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL593870(NAD 83)
 DL1809
 DL1809                          SUPERSEDED SURVEY CONTROL
 DL1809
 DL1809.No superseded survey control is available for this station.
 DL1809
 DL1809_MARKER: DD = SURVEY DISK
 DL1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DL1809_STAMPING: 6651 L 2007
 DL1809_MARK LOGO: FLDEP
 DL1809_PROJECTION: FLUSH
 DL1809_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1809+STABILITY: SURFACE MOTION
 DL1809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1809+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2007
 DL1809
 DL1809  HISTORY     - Date     Condition        Report By
 DL1809  HISTORY     - 20070803 MONUMENTED       FLDEP
 DL1809
 DL1809                          STATION DESCRIPTION
 DL1809
 DL1809'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1809'THE MARK IS ABOUT 5.0 MI (8.0 KM) NORTH OF GIBSONTON, 4.0 MI (6.4 KM)
 DL1809'SOUTHEAST OF TAMPA, IN SECTION 4, TOWNSHIP 30 SOUTH, RANGE 19 EAST.
 DL1809'
 DL1809'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 (EAST
 DL1809'ADAMO DRIVE) AND U.S. HIGHWAY 41 ON THE EAST SIDE OF TAMPA, GO SOUTH
 DL1809'ON U.S. HIGHWAY 41 FOR 0.65 MI (0.6 KM) TO THE INTERSECTION OF PALM
 DL1809'RIVER DRIVE, CONTINUE SOUTH ON U.S. HIGHWAY 41 FOR 1.35 MI (1.1 KM) TO
 DL1809'THE INTERSECTION OF STATE HIGHWAY 676 (CAUSEWAY BOULEVARD, 22ND
 DL1809'STREET, BUS 41), CONTINUE SOUTH ON U.S. HIGHWAY 41 FOR 1.5 MI (2.3 KM)
 DL1809'TO THE INTERSECTION OF PENDOLA POINT ROAD, TURN RIGHT ON PENDOLA POINT
 DL1809'ROAD AND GO WEST FOR 1.65 MI (2.7 KM) TO THE ENTRANCE OF VULCAN
 DL1809'MATERIALS COMPANY AT 3510 PENDOLA POINT ROAD AND THE MARK ON THE
 DL1809'RIGHT, A FLDEP SURVEY DISK SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 DL1809'FLUSH WITH THE GROUND AND LEVEL WITH PENDOLA POINT ROAD.
 DL1809'
 DL1809'LOCATED 55.5 FT (16.9 M) EAST OF THE APPROXIMATE CENTERLINE OF THE
 DL1809'ENTRANCE DRIVE OF VULCAN MATERIALS COMPANY, 25.0 FT (7.6 M) NORTH OF
 DL1809'THE CENTERLINE OF PENDOLA POINT ROAD, 21.4 FT (6.5 M) SOUTH OF THE
 DL1809'SOUTH RAIL OF A RAILROAD TRACK, 1.6 FT (0.5 M) SOUTH OF A WOODEN POWER
 DL1809'POLE AND 1.5 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1808 ***********************************************************************
 DL1808  DESIGNATION -  872 6651 M TIDAL
 DL1808  PID         -  DL1808
 DL1808  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1808  COUNTRY     -  US
 DL1808  USGS QUAD   -  TAMPA (2018)
 DL1808
 DL1808                         *CURRENT SURVEY CONTROL
 DL1808  ______________________________________________________________________
 DL1808* NAD 83(1986) POSITION- 27 54 02.     (N) 082 25 50.     (W)   SCALED
 DL1808* NAVD 88 ORTHO HEIGHT -     3.332 (meters)       10.93  (feet) ADJUSTED
 DL1808  ______________________________________________________________________
 DL1808  GEOID HEIGHT    -        -24.981 (meters)                     GEOID18
 DL1808  DYNAMIC HEIGHT  -          3.327 (meters)       10.92  (feet) COMP
 DL1808  MODELED GRAVITY -    979,181.6   (mgal)                       NAVD 88
 DL1808
 DL1808  VERT ORDER      -  FIRST     CLASS II
 DL1808
 DL1808.The horizontal coordinates were scaled from a map and have
 DL1808.an estimated accuracy of +/- 6 seconds.
 DL1808
 DL1808.The orthometric height was determined by differential leveling and
 DL1808.adjusted by the NATIONAL GEODETIC SURVEY
 DL1808.in July 2009.
 DL1808
 DL1808.No vertical observational check was made to the station.
 DL1808
 DL1808.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1808.GEOID18 height accuracy estimate available here.
 DL1808
 DL1808.Click photographs - Photos may exist for this station.
 DL1808
 DL1808.The dynamic height is computed by dividing the NAVD 88
 DL1808.geopotential number by the normal gravity value computed on the
 DL1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1808.degrees latitude (g = 980.6199 gals.).
 DL1808
 DL1808.The modeled gravity was interpolated from observed gravity values.
 DL1808
 DL1808;                    North         East    Units  Estimated Accuracy
 DL1808;SPC FL W     -   395,260.      157,610.      MT  (+/- 180 meters Scaled)
 DL1808
 DL1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL592870(NAD 83)
 DL1808
 DL1808                          SUPERSEDED SURVEY CONTROL
 DL1808
 DL1808.No superseded survey control is available for this station.
 DL1808
 DL1808_MARKER: DD = SURVEY DISK
 DL1808_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DL1808_SP_SET: HEADWALL
 DL1808_STAMPING: 6651 M 2007
 DL1808_MARK LOGO: FLDEP
 DL1808_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DL1808+STABILITY: SURFACE MOTION
 DL1808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1808+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2007
 DL1808
 DL1808  HISTORY     - Date     Condition        Report By
 DL1808  HISTORY     - 20070803 MONUMENTED       FLDEP
 DL1808
 DL1808                          STATION DESCRIPTION
 DL1808
 DL1808'DESCRIBED BY FL DEPT OF ENV PRO 2007
 DL1808'THE MARK IS ABOUT 5.0 MI (8.0 KM) NORTH OF GIBSONTON, 4.0 MI (6.4 KM)
 DL1808'SOUTHEAST OF TAMPA, IN SECTION 4, TOWNSHIP 30 SOUTH, RANGE 19 EAST.
 DL1808'
 DL1808'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 (EAST
 DL1808'ADAMO DRIVE) AND U.S. HIGHWAY 41 ON THE EAST SIDE OF TAMPA, GO SOUTH
 DL1808'ON U.S. HIGHWAY 41 FOR 0.65 MI (0.6 KM) TO THE INTERSECTION OF PALM
 DL1808'RIVER DRIVE, CONTINUE SOUTH ON U.S. HIGHWAY 41 FOR 1.35 MI (1.1 KM) TO
 DL1808'THE INTERSECTION OF STATE HIGHWAY 676 (CAUSEWAY BOULEVARD, 22ND
 DL1808'STREET, BUS 41), CONTINUE SOUTH ON U.S. HIGHWAY 41 FOR 1.5 MI (2.3 KM)
 DL1808'TO THE INTERSECTION OF PENDOLA POINT ROAD, TURN RIGHT ON PENDOLA POINT
 DL1808'ROAD AND GO WEST FOR 1.75 MI (1.8 KM) TO A 90 DEGREE RIGHT TURN AND
 DL1808'THE MARK ON THE RIGHT, A FLDEP SURVEY DISK SET FLUSH IN THE TOP OF A
 DL1808'CULVERT HEADWALL 1.0 FT (0.3 M) ABOVE THE LEVEL OF PENDOLA POINT ROAD.
 DL1808'LOCATED 19.4 FT (5.9 M) EAST OF THE WEST END OF THE HEADWALL, 18.0 FT
 DL1808'(5.5 M) NORTH OF THE CENTERLINE OF PENDOLA POINT ROAD, 3.6 FT (1.1 M)
 DL1808'SOUTHWEST OF A CARSONITE WITNESS POST AND 0.65 FT (0.2 M) WEST OF THE
 DL1808'EAST END OF THE HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7512 ***********************************************************************
 AG7512  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7512  DESIGNATION -  872 6657 A
 AG7512  PID         -  AG7512
 AG7512  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7512  COUNTRY     -  US
 AG7512  USGS QUAD   -  TAMPA (2018)
 AG7512
 AG7512                         *CURRENT SURVEY CONTROL
 AG7512  ______________________________________________________________________
 AG7512* NAD 83(1986) POSITION- 27 54 29.65   (N) 082 27 04.85   (W)   HD_HELD1
 AG7512* NAVD 88 ORTHO HEIGHT -     1.425 (meters)        4.68  (feet) ADJUSTED
 AG7512  ______________________________________________________________________
 AG7512  GEOID HEIGHT    -        -24.969 (meters)                     GEOID18
 AG7512  DYNAMIC HEIGHT  -          1.423 (meters)        4.67  (feet) COMP
 AG7512  MODELED GRAVITY -    979,182.8   (mgal)                       NAVD 88
 AG7512
 AG7512  VERT ORDER      -  SECOND    CLASS I
 AG7512
 AG7512.The horizontal coordinates were determined by differentially corrected
 AG7512.hand held GPS observations or other comparable positioning techniques
 AG7512.and have an estimated accuracy of +/- 3 meters.
 AG7512
 AG7512.The orthometric height was determined by differential leveling and
 AG7512.adjusted by the NATIONAL GEODETIC SURVEY
 AG7512.in September 2010.
 AG7512
 AG7512.No vertical observational check was made to the station.
 AG7512
 AG7512.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7512.GEOID18 height accuracy estimate available here.
 AG7512
 AG7512.This Tidal Bench Mark is designated as VM 6796
 AG7512.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7512
 AG7512.Click photographs - Photos may exist for this station.
 AG7512
 AG7512.The dynamic height is computed by dividing the NAVD 88
 AG7512.geopotential number by the normal gravity value computed on the
 AG7512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7512.degrees latitude (g = 980.6199 gals.).
 AG7512
 AG7512.The modeled gravity was interpolated from observed gravity values.
 AG7512
 AG7512;                    North         East    Units  Estimated Accuracy
 AG7512;SPC FL W     -   396,122.3     155,569.4     MT  (+/- 3 meters HH1 GPS) 
 AG7512
 AG7512_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5717087884(NAD 83)
 AG7512
 AG7512                          SUPERSEDED SURVEY CONTROL
 AG7512
 AG7512  NAVD 88 (06/15/91)    1.453  (m)            4.77   (f) SUPERSEDED  2 1
 AG7512  NGVD 29 (??/??/92)    1.714  (m)            5.62   (f) ADJ UNCH    2 1
 AG7512
 AG7512.Superseded values are not recommended for survey control.
 AG7512
 AG7512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7512.See file dsdata.pdf to determine how the superseded data were derived.
 AG7512
 AG7512_MARKER: DD = SURVEY DISK
 AG7512_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7512_SP_SET: RETAINING WALL
 AG7512_STAMPING: 6657 A 1976
 AG7512_MARK LOGO: NOS
 AG7512_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7512+STABILITY: SURFACE MOTION
 AG7512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7512+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 AG7512
 AG7512  HISTORY     - Date     Condition        Report By
 AG7512  HISTORY     - 1976     MONUMENTED       NOS
 AG7512  HISTORY     - 1982     GOOD             FLDNR
 AG7512  HISTORY     - 19900618 GOOD             FLDNR
 AG7512  HISTORY     - 19970906 GOOD             USPSQD
 AG7512  HISTORY     - 20030920 GOOD             USPSQD
 AG7512  HISTORY     - 20041208 GOOD             INDIV
 AG7512  HISTORY     - 20080826 GOOD             FLDEP
 AG7512
 AG7512                          STATION DESCRIPTION
 AG7512
 AG7512'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7512'IN TAMPA.
 AG7512'THE MARK IS AT THE SOUTH END OF DAVIS ISLAND AT THE DAVIS ISLAND
 AG7512'YACHT CLUB.  THE MARK BEARS 160 FEET NORTHWEST OF THE NORTHWEST
 AG7512'CORNER OF THE CLUBHOUSE, 1.5 FEET EAST OF THE NORTHWEST CORNER
 AG7512'OF THE SEAWALL, AND 1 FOOT SOUTH OF THE WESTERNMOST DOCK.
 AG7512
 AG7512                          STATION RECOVERY (1990)
 AG7512
 AG7512'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7512'RECOVERED IN GOOD CONDITION.
 AG7512
 AG7512                          STATION RECOVERY (1997)
 AG7512
 AG7512'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7512'RECOVERED IN GOOD CONDITION.
 AG7512
 AG7512                          STATION RECOVERY (2003)
 AG7512
 AG7512'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7512'RECOVERED IN GOOD CONDITION.
 AG7512
 AG7512                          STATION RECOVERY (2004)
 AG7512
 AG7512'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (KH)
 AG7512'RECOVERED IN GOOD CONDITION.
 AG7512
 AG7512                          STATION RECOVERY (2008)
 AG7512
 AG7512'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7512'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7511 ***********************************************************************
 AG7511  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7511  DESIGNATION -  872 6657 B
 AG7511  PID         -  AG7511
 AG7511  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7511  COUNTRY     -  US
 AG7511  USGS QUAD   -  TAMPA (2018)
 AG7511
 AG7511                         *CURRENT SURVEY CONTROL
 AG7511  ______________________________________________________________________
 AG7511* NAD 83(1986) POSITION- 27 54 29.22   (N) 082 27 02.83   (W)   HD_HELD1
 AG7511* NAVD 88 ORTHO HEIGHT -     1.727 (meters)        5.67  (feet) ADJUSTED
 AG7511  ______________________________________________________________________
 AG7511  GEOID HEIGHT    -        -24.969 (meters)                     GEOID18
 AG7511  DYNAMIC HEIGHT  -          1.725 (meters)        5.66  (feet) COMP
 AG7511  MODELED GRAVITY -    979,182.8   (mgal)                       NAVD 88
 AG7511
 AG7511  VERT ORDER      -  SECOND    CLASS I
 AG7511
 AG7511.The horizontal coordinates were determined by differentially corrected
 AG7511.hand held GPS observations or other comparable positioning techniques
 AG7511.and have an estimated accuracy of +/- 3 meters.
 AG7511
 AG7511.The orthometric height was determined by differential leveling and
 AG7511.adjusted by the NATIONAL GEODETIC SURVEY
 AG7511.in September 2010.
 AG7511
 AG7511.No vertical observational check was made to the station.
 AG7511
 AG7511.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7511.GEOID18 height accuracy estimate available here.
 AG7511
 AG7511.This Tidal Bench Mark is designated as VM 6797
 AG7511.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7511
 AG7511.Click photographs - Photos may exist for this station.
 AG7511
 AG7511.The dynamic height is computed by dividing the NAVD 88
 AG7511.geopotential number by the normal gravity value computed on the
 AG7511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7511.degrees latitude (g = 980.6199 gals.).
 AG7511
 AG7511.The modeled gravity was interpolated from observed gravity values.
 AG7511
 AG7511;                    North         East    Units  Estimated Accuracy
 AG7511;SPC FL W     -   396,108.9     155,624.6     MT  (+/- 3 meters HH1 GPS) 
 AG7511
 AG7511_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5722587870(NAD 83)
 AG7511
 AG7511                          SUPERSEDED SURVEY CONTROL
 AG7511
 AG7511  NAVD 88 (03/30/95)    1.765  (m)            5.79   (f) SUPERSEDED  2 1
 AG7511  NAVD 88 (06/15/91)    1.770  (m)            5.81   (f) SUPERSEDED  2 1
 AG7511  NGVD 29 (??/??/92)    2.031  (m)            6.66   (f) ADJ UNCH    2 1
 AG7511
 AG7511.Superseded values are not recommended for survey control.
 AG7511
 AG7511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7511.See file dsdata.pdf to determine how the superseded data were derived.
 AG7511
 AG7511_MARKER: DD = SURVEY DISK
 AG7511_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7511_SP_SET: PAD
 AG7511_STAMPING: 6657 B 1976
 AG7511_MARK LOGO: NOS
 AG7511_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7511_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7511+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 AG7511
 AG7511  HISTORY     - Date     Condition        Report By
 AG7511  HISTORY     - 1976     MONUMENTED       NOS
 AG7511  HISTORY     - 1982     GOOD             FLDNR
 AG7511  HISTORY     - 19900618 GOOD             FLDNR
 AG7511  HISTORY     - 19970906 GOOD             USPSQD
 AG7511  HISTORY     - 20030920 GOOD             USPSQD
 AG7511  HISTORY     - 20080826 GOOD             FLDEP
 AG7511
 AG7511                          STATION DESCRIPTION
 AG7511
 AG7511'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7511'IN TAMPA.
 AG7511'THE MARK IS AT THE SOUTH END OF DAVIS ISLAND AT THE DAVIS ISLAND
 AG7511'YACHT CLUB.  THE MARK BEARS 27 FEET WEST OF A TELEPHONE BOOTH,
 AG7511'95 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE CLUBHOUSE, 158
 AG7511'FEET EAST OF THE NORTHWEST CORNER OF THE SEAWALL, AND IS SET IN
 AG7511'THE TOP OF THE CONCRETE BASE FOR A FORMER BOAT HOIST.
 AG7511
 AG7511                          STATION RECOVERY (1990)
 AG7511
 AG7511'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7511'RECOVERED IN GOOD CONDITION.
 AG7511
 AG7511                          STATION RECOVERY (1997)
 AG7511
 AG7511'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7511'RECOVERED IN GOOD CONDITION.
 AG7511
 AG7511                          STATION RECOVERY (2003)
 AG7511
 AG7511'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7511'RECOVERED IN GOOD CONDITION.
 AG7511
 AG7511                          STATION RECOVERY (2008)
 AG7511
 AG7511'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7511'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7510 ***********************************************************************
 AG7510  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7510  DESIGNATION -  872 6657 C
 AG7510  PID         -  AG7510
 AG7510  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7510  COUNTRY     -  US
 AG7510  USGS QUAD   -  TAMPA (2018)
 AG7510
 AG7510                         *CURRENT SURVEY CONTROL
 AG7510  ______________________________________________________________________
 AG7510* NAD 83(1986) POSITION- 27 54 29.0    (N) 082 27 01.0    (W)   HD_HELD2
 AG7510* NAVD 88 ORTHO HEIGHT -     1.517 (meters)        4.98  (feet) ADJUSTED
 AG7510  ______________________________________________________________________
 AG7510  GEOID HEIGHT    -        -24.970 (meters)                     GEOID18
 AG7510  DYNAMIC HEIGHT  -          1.515 (meters)        4.97  (feet) COMP
 AG7510  MODELED GRAVITY -    979,182.8   (mgal)                       NAVD 88
 AG7510
 AG7510  VERT ORDER      -  SECOND    CLASS I
 AG7510
 AG7510.The horizontal coordinates were established by autonomous hand held GPS
 AG7510.observations and have an estimated accuracy of +/- 10 meters.
 AG7510
 AG7510.The orthometric height was determined by differential leveling and
 AG7510.adjusted by the NATIONAL GEODETIC SURVEY
 AG7510.in June 1991.
 AG7510
 AG7510.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7510.GEOID18 height accuracy estimate available here.
 AG7510
 AG7510.This Tidal Bench Mark is designated as VM 6798
 AG7510.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7510
 AG7510.Click photographs - Photos may exist for this station.
 AG7510
 AG7510.The dynamic height is computed by dividing the NAVD 88
 AG7510.geopotential number by the normal gravity value computed on the
 AG7510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7510.degrees latitude (g = 980.6199 gals.).
 AG7510
 AG7510.The modeled gravity was interpolated from observed gravity values.
 AG7510
 AG7510;                    North         East    Units  Estimated Accuracy
 AG7510;SPC FL W     -   396,102.      155,675.      MT  (+/- 10 meters HH2 GPS)
 AG7510
 AG7510_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5727587862(NAD 83)
 AG7510
 AG7510                          SUPERSEDED SURVEY CONTROL
 AG7510
 AG7510  NGVD 29 (??/??/92)    1.778  (m)            5.83   (f) ADJ UNCH    2 1
 AG7510
 AG7510.Superseded values are not recommended for survey control.
 AG7510
 AG7510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7510.See file dsdata.pdf to determine how the superseded data were derived.
 AG7510
 AG7510_MARKER: DD = SURVEY DISK
 AG7510_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7510_SP_SET: RETAINING WALL
 AG7510_STAMPING: 6657 C 1976
 AG7510_MARK LOGO: NOS
 AG7510_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7510+STABILITY: SURFACE MOTION
 AG7510_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7510+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 AG7510
 AG7510  HISTORY     - Date     Condition        Report By
 AG7510  HISTORY     - 1976     MONUMENTED       NOS
 AG7510  HISTORY     - 1982     GOOD             FLDNR
 AG7510  HISTORY     - 19900618 GOOD             FLDNR
 AG7510  HISTORY     - 19970906 GOOD             USPSQD
 AG7510  HISTORY     - 20030920 GOOD             USPSQD
 AG7510  HISTORY     - 20080826 GOOD             FLDEP
 AG7510
 AG7510                          STATION DESCRIPTION
 AG7510
 AG7510'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7510'IN TAMPA.
 AG7510'THE MARK IS AT THE SOUTH END OF DAVIS ISLAND AT THE DAVIS ISLAND
 AG7510'YACHT CLUB.  THE MARK BEARS 158 FEET NORTHEAST OF THE NORTHEAST
 AG7510'CORNER OF THE CLUBHOUSE AND 36 FEET SOUTHWEST OF A DOUBLE-WING
 AG7510'BOAT DAVIT.
 AG7510
 AG7510                          STATION RECOVERY (1990)
 AG7510
 AG7510'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7510'RECOVERED IN GOOD CONDITION.
 AG7510
 AG7510                          STATION RECOVERY (1997)
 AG7510
 AG7510'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG7510'RECOVERED IN GOOD CONDITION.
 AG7510
 AG7510                          STATION RECOVERY (2003)
 AG7510
 AG7510'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7510'RECOVERED IN GOOD CONDITION.
 AG7510
 AG7510                          STATION RECOVERY (2008)
 AG7510
 AG7510'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7510'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9408 ***********************************************************************
 AG9408  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9408  DESIGNATION -  872 6657 G
 AG9408  PID         -  AG9408
 AG9408  STATE/COUNTY-  FL/HILLSBOROUGH
 AG9408  COUNTRY     -  US
 AG9408  USGS QUAD   -  TAMPA (2018)
 AG9408
 AG9408                         *CURRENT SURVEY CONTROL
 AG9408  ______________________________________________________________________
 AG9408* NAD 83(1986) POSITION- 27 54 35.     (N) 082 26 45.     (W)   SCALED
 AG9408* NAVD 88 ORTHO HEIGHT -     1.640 (meters)        5.38  (feet) ADJUSTED
 AG9408  ______________________________________________________________________
 AG9408  GEOID HEIGHT    -        -24.976 (meters)                     GEOID18
 AG9408  DYNAMIC HEIGHT  -          1.637 (meters)        5.37  (feet) COMP
 AG9408  MODELED GRAVITY -    979,182.9   (mgal)                       NAVD 88
 AG9408
 AG9408  VERT ORDER      -  SECOND    CLASS I
 AG9408
 AG9408.The horizontal coordinates were scaled from a map and have
 AG9408.an estimated accuracy of +/- 6 seconds.
 AG9408
 AG9408.The orthometric height was determined by differential leveling and
 AG9408.adjusted by the NATIONAL GEODETIC SURVEY
 AG9408.in March 1995.
 AG9408
 AG9408.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9408.GEOID18 height accuracy estimate available here.
 AG9408
 AG9408.This Tidal Bench Mark is designated as VM 6801
 AG9408.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9408
 AG9408.Click photographs - Photos may exist for this station.
 AG9408
 AG9408.The dynamic height is computed by dividing the NAVD 88
 AG9408.geopotential number by the normal gravity value computed on the
 AG9408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9408.degrees latitude (g = 980.6199 gals.).
 AG9408
 AG9408.The modeled gravity was interpolated from observed gravity values.
 AG9408
 AG9408;                    North         East    Units  Estimated Accuracy
 AG9408;SPC FL W     -   396,290.      156,110.      MT  (+/- 180 meters Scaled)
 AG9408
 AG9408_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL577880(NAD 83)
 AG9408
 AG9408                          SUPERSEDED SURVEY CONTROL
 AG9408
 AG9408.No superseded survey control is available for this station.
 AG9408
 AG9408_MARKER: I = METAL ROD
 AG9408_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9408_STAMPING: 6657 G 1990
 AG9408_MARK LOGO: NOS
 AG9408_MAGNETIC: I = MARKER IS A STEEL ROD
 AG9408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9408+SATELLITE: SATELLITE OBSERVATIONS - 1990
 AG9408
 AG9408  HISTORY     - Date     Condition        Report By
 AG9408  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9408  HISTORY     - 19970906 GOOD             USPSQD
 AG9408  HISTORY     - 20030920 MARK NOT FOUND   USPSQD
 AG9408  HISTORY     - 20080826 MARK NOT FOUND   FLDEP
 AG9408
 AG9408                          STATION DESCRIPTION
 AG9408
 AG9408'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9408'THE BENCH MARK IS LOCATED AT THE SOUTH END OF DAVIS ISLAND IN
 AG9408'HILLSBOROUGH COUNTY.  TO REACH THE MARK FROM THE BRIDGE CONNECTING
 AG9408'DAVIS ISLAND TO THE MAINLAND GO SOUTH ON DAVIS BOULEVARD 0.4 MI (0.64
 AG9408'KM) TURN RIGHT GO WEST ON DAVIS BOULEVARD FOR 1.6 MI (2.57 KM) TO A
 AG9408'TRAFFIC CIRCLE AND THE INTERSECTION OF SEVERN AVENUE, TURN LEFT AND
 AG9408'GO SOUTHERLY ON SEVERN AVENUE GO 0.9 MI (1.45 KM) TO THE MARK ON
 AG9408'LEFT.  THE MARK IS LOCATED 360.4 FT (109.85 M) NORTH OF THE ENTRANCE
 AG9408'TO THE DAVIS ISLAND YACHT CLUB, 21.7 FT (6.61 M) WEST 0F A 15 INCH
 AG9408'CABBAGE PALM, 16.8 FT (5.12 M) EAST OF THE CENTERLINE OF SEVERN AVE.
 AG9408'AND 1.8 FT (0.55 M) WEST OF A CARSONITE WITTNESS POST.
 AG9408
 AG9408                          STATION RECOVERY (1997)
 AG9408
 AG9408'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG9408'RECOVERED IN GOOD CONDITION.
 AG9408
 AG9408                          STATION RECOVERY (2003)
 AG9408
 AG9408'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG9408'MARK NOT FOUND. SEARCHED FOR AT LENGTH.  SEVERN AVENUE HAS BEEN
 AG9408'BLACK-TOPPED SINCE 1997. MARK MAY HAVE BEEN BURIED OR DESTROYED DURING
 AG9408'PAVING.  NO WITNESS POST EXISTS NEAR THE SITE.
 AG9408
 AG9408                          STATION RECOVERY (2008)
 AG9408
 AG9408'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG9408'NOT RECOVERED.  NOTE--INSUFFICIENT REFERENCE OBJECTS EXIST TO LOCATE
 AG9408'THE MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7442 ***********************************************************************
 AG7442  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7442  DESIGNATION -  872 6662 TIDAL 4
 AG7442  PID         -  AG7442
 AG7442  STATE/COUNTY-  FL/PINELLAS
 AG7442  COUNTRY     -  US
 AG7442  USGS QUAD   -  SAFETY HARBOR (2018)
 AG7442
 AG7442                         *CURRENT SURVEY CONTROL
 AG7442  ______________________________________________________________________
 AG7442* NAD 83(1986) POSITION- 27 54 58.     (N) 082 41 38.     (W)   SCALED
 AG7442* NAVD 88 ORTHO HEIGHT -     1.606 (meters)        5.27  (feet) ADJUSTED
 AG7442  ______________________________________________________________________
 AG7442  GEOID HEIGHT    -        -24.693 (meters)                     GEOID18
 AG7442  DYNAMIC HEIGHT  -          1.604 (meters)        5.26  (feet) COMP
 AG7442  MODELED GRAVITY -    979,185.3   (mgal)                       NAVD 88
 AG7442
 AG7442  VERT ORDER      -  SECOND    CLASS I
 AG7442
 AG7442.The horizontal coordinates were scaled from a map and have
 AG7442.an estimated accuracy of +/- 6 seconds.
 AG7442
 AG7442.The orthometric height was determined by differential leveling and
 AG7442.adjusted by the NATIONAL GEODETIC SURVEY
 AG7442.in June 1991.
 AG7442
 AG7442.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7442.GEOID18 height accuracy estimate available here.
 AG7442
 AG7442.This Tidal Bench Mark is designated as VM 6805
 AG7442.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7442
 AG7442.Click photographs - Photos may exist for this station.
 AG7442
 AG7442.The dynamic height is computed by dividing the NAVD 88
 AG7442.geopotential number by the normal gravity value computed on the
 AG7442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7442.degrees latitude (g = 980.6199 gals.).
 AG7442
 AG7442.The modeled gravity was interpolated from observed gravity values.
 AG7442
 AG7442;                    North         East    Units  Estimated Accuracy
 AG7442;SPC FL W     -   397,110.      131,700.      MT  (+/- 180 meters Scaled)
 AG7442
 AG7442_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL333890(NAD 83)
 AG7442
 AG7442                          SUPERSEDED SURVEY CONTROL
 AG7442
 AG7442  NGVD 29 (??/??/92)    1.869  (m)            6.13   (f) ADJ UNCH    2 1
 AG7442
 AG7442.Superseded values are not recommended for survey control.
 AG7442
 AG7442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7442.See file dsdata.pdf to determine how the superseded data were derived.
 AG7442
 AG7442_MARKER: DD = SURVEY DISK
 AG7442_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7442_SP_SET: PLATFORM
 AG7442_STAMPING: NO 4 1975
 AG7442_MARK LOGO: NOS
 AG7442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7442
 AG7442  HISTORY     - Date     Condition        Report By
 AG7442  HISTORY     - 1975     MONUMENTED       NOS
 AG7442  HISTORY     - 1982     GOOD             FLDNR
 AG7442
 AG7442                          STATION DESCRIPTION
 AG7442
 AG7442'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7442'2.3 MI EAST FROM LARGO.
 AG7442'BEGIN AT THE INTERSECTION OF STATE ROAD 686 AND U.S. ALTERNATE 19,
 AG7442'GO 1.95 MILES EAST ON STATE ROAD 686 TO 49TH STREET, GO 0.1 MILE
 AG7442'NORTH ON 49TH STREET TO FAIRCHILD DRIVE, GO 0.55 MILE NORTHEAST ON
 AG7442'FAIRCHILD DRIVE TO THE MARK.  THE MARK IS SET IN A FUEL LOADING
 AG7442'PLATFORM EAST OF THE ENTRANCE ROAD TO THE 94TH AERO SQUADRON
 AG7442'RESTAURANT, AND 5.3 FEET SOUTH OF THE NORTHWEST CORNER OF THE
 AG7442'PLATFORM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7441 ***********************************************************************
 AG7441  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7441  DESIGNATION -  872 6662 TIDAL 5
 AG7441  PID         -  AG7441
 AG7441  STATE/COUNTY-  FL/PINELLAS
 AG7441  COUNTRY     -  US
 AG7441  USGS QUAD   -  SAFETY HARBOR (2018)
 AG7441
 AG7441                         *CURRENT SURVEY CONTROL
 AG7441  ______________________________________________________________________
 AG7441* NAD 83(1986) POSITION- 27 54 58.     (N) 082 41 46.     (W)   SCALED
 AG7441* NAVD 88 ORTHO HEIGHT -     1.162 (meters)        3.81  (feet) ADJUSTED
 AG7441  ______________________________________________________________________
 AG7441  GEOID HEIGHT    -        -24.690 (meters)                     GEOID18
 AG7441  DYNAMIC HEIGHT  -          1.160 (meters)        3.81  (feet) COMP
 AG7441  MODELED GRAVITY -    979,185.3   (mgal)                       NAVD 88
 AG7441
 AG7441  VERT ORDER      -  SECOND    CLASS I
 AG7441
 AG7441.The horizontal coordinates were scaled from a map and have
 AG7441.an estimated accuracy of +/- 6 seconds.
 AG7441
 AG7441.The orthometric height was determined by differential leveling and
 AG7441.adjusted by the NATIONAL GEODETIC SURVEY
 AG7441.in June 1991.
 AG7441
 AG7441.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7441.GEOID18 height accuracy estimate available here.
 AG7441
 AG7441.This Tidal Bench Mark is designated as VM 6806
 AG7441.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7441
 AG7441.Click photographs - Photos may exist for this station.
 AG7441
 AG7441.The dynamic height is computed by dividing the NAVD 88
 AG7441.geopotential number by the normal gravity value computed on the
 AG7441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7441.degrees latitude (g = 980.6199 gals.).
 AG7441
 AG7441.The modeled gravity was interpolated from observed gravity values.
 AG7441
 AG7441;                    North         East    Units  Estimated Accuracy
 AG7441;SPC FL W     -   397,110.      131,480.      MT  (+/- 180 meters Scaled)
 AG7441
 AG7441_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL330890(NAD 83)
 AG7441
 AG7441                          SUPERSEDED SURVEY CONTROL
 AG7441
 AG7441  NGVD 29 (??/??/92)    1.425  (m)            4.68   (f) ADJ UNCH    2 1
 AG7441
 AG7441.Superseded values are not recommended for survey control.
 AG7441
 AG7441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7441.See file dsdata.pdf to determine how the superseded data were derived.
 AG7441
 AG7441_MARKER: DD = SURVEY DISK
 AG7441_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7441_STAMPING: NO 5 1975
 AG7441_MARK LOGO: NOS
 AG7441_PROJECTION: PROJECTING 30 CENTIMETERS
 AG7441_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7441_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7441_ROD/PIPE-DEPTH: 12.2 meters
 AG7441
 AG7441  HISTORY     - Date     Condition        Report By
 AG7441  HISTORY     - 1975     MONUMENTED       NOS
 AG7441  HISTORY     - 1982     GOOD             FLDNR
 AG7441
 AG7441                          STATION DESCRIPTION
 AG7441
 AG7441'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7441'2.3 MI EAST FROM LARGO.
 AG7441'BEGIN AT THE INTERSECTION OF STATE ROAD 686 AND U.S. ALTERNATE 19,
 AG7441'GO 1.95 MILES EAST ON STATE ROAD 686 TO 49TH STREET, GO 0.1 MILE
 AG7441'NORTH ON 49TH STREET TO FAIRCHILD DRIVE, GO 0.35 MILE NORTHEAST
 AG7441'ON FAIRCHILD DRIVE TO THE MARK.  THE MARK BEARS 30 FEET WEST OF
 AG7441'THE CENTERLINE OF THE ROAD AND 2.8 FEET SOUTH OF TELEPHONE POLE
 AG7441'8IA-6519R.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7444 ***********************************************************************
 AG7444  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7444  DESIGNATION -  872 6666 A TIDAL
 AG7444  PID         -  AG7444
 AG7444  STATE/COUNTY-  FL/PINELLAS
 AG7444  COUNTRY     -  US
 AG7444  USGS QUAD   -  CLEARWATER (2018)
 AG7444
 AG7444                         *CURRENT SURVEY CONTROL
 AG7444  ______________________________________________________________________
 AG7444* NAD 83(1986) POSITION- 27 55 01.     (N) 082 49 41.     (W)   SCALED
 AG7444* NAVD 88 ORTHO HEIGHT -     0.917 (meters)        3.01  (feet) ADJUSTED
 AG7444  ______________________________________________________________________
 AG7444  GEOID HEIGHT    -        -24.516 (meters)                     GEOID18
 AG7444  DYNAMIC HEIGHT  -          0.916 (meters)        3.01  (feet) COMP
 AG7444  MODELED GRAVITY -    979,187.3   (mgal)                       NAVD 88
 AG7444
 AG7444  VERT ORDER      -  SECOND    CLASS I
 AG7444
 AG7444.The horizontal coordinates were scaled from a map and have
 AG7444.an estimated accuracy of +/- 6 seconds.
 AG7444
 AG7444.The orthometric height was determined by differential leveling and
 AG7444.adjusted by the NATIONAL GEODETIC SURVEY
 AG7444.in June 1991.
 AG7444
 AG7444.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7444.GEOID18 height accuracy estimate available here.
 AG7444
 AG7444.This Tidal Bench Mark is designated as VM 6815
 AG7444.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7444
 AG7444.Click photographs - Photos may exist for this station.
 AG7444
 AG7444.The dynamic height is computed by dividing the NAVD 88
 AG7444.geopotential number by the normal gravity value computed on the
 AG7444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7444.degrees latitude (g = 980.6199 gals.).
 AG7444
 AG7444.The modeled gravity was interpolated from observed gravity values.
 AG7444
 AG7444;                    North         East    Units  Estimated Accuracy
 AG7444;SPC FL W     -   397,280.      118,490.      MT  (+/- 180 meters Scaled)
 AG7444
 AG7444_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL201893(NAD 83)
 AG7444
 AG7444                          SUPERSEDED SURVEY CONTROL
 AG7444
 AG7444  NGVD 29 (??/??/92)    1.181  (m)            3.87   (f) ADJ UNCH    2 1
 AG7444
 AG7444.Superseded values are not recommended for survey control.
 AG7444
 AG7444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7444.See file dsdata.pdf to determine how the superseded data were derived.
 AG7444
 AG7444_MARKER: DD = SURVEY DISK
 AG7444_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7444_SP_SET: DOCK BASE
 AG7444_STAMPING: A 6666 1976
 AG7444_MARK LOGO: NOS
 AG7444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7444
 AG7444  HISTORY     - Date     Condition        Report By
 AG7444  HISTORY     - 1976     MONUMENTED       NOS
 AG7444  HISTORY     - 1982     GOOD             FLDNR
 AG7444  HISTORY     - 19960206 MARK NOT FOUND   USPSQD
 AG7444
 AG7444                          STATION DESCRIPTION
 AG7444
 AG7444'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7444'IN BELLEAIR BLUFFS.
 AG7444'BEGIN AT THE JUNCTION OF U.S. ALTERNATE 19 NORTH WITH STATE ROAD
 AG7444'686 (WEST BAY DRIVE) IN LARGO, GO 1.9 MILES WEST ON STATE ROAD 686
 AG7444'TO THE BELLEAIR BEACH CAUSEWAY PUBLIC BOAT RAMPS AND THE MARK.  THE
 AG7444'MARK BEARS 2 FEET EAST OF THE WEST EDGE OF THE CONCRETE BASE FOR THE
 AG7444'3RD FLOATING DOCK FROM THE EASTERNMOST FLOATING DOCK, 41 FEET NORTH
 AG7444'OF THE CENTERLINE OF THE DRIVE IN THE PARKING LOT, AND 155 FEET EAST
 AG7444'OF THE EAST CORNER OF THE BAIT HOUSE.
 AG7444
 AG7444                          STATION RECOVERY (1996)
 AG7444
 AG7444'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7444'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7443 ***********************************************************************
 AG7443  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7443  DESIGNATION -  872 6666 B TIDAL
 AG7443  PID         -  AG7443
 AG7443  STATE/COUNTY-  FL/PINELLAS
 AG7443  COUNTRY     -  US
 AG7443  USGS QUAD   -  CLEARWATER (2018)
 AG7443
 AG7443                         *CURRENT SURVEY CONTROL
 AG7443  ______________________________________________________________________
 AG7443* NAD 83(1986) POSITION- 27 55 01.     (N) 082 49 41.     (W)   SCALED
 AG7443* NAVD 88 ORTHO HEIGHT -     1.166 (meters)        3.83  (feet) ADJUSTED
 AG7443  ______________________________________________________________________
 AG7443  GEOID HEIGHT    -        -24.516 (meters)                     GEOID18
 AG7443  DYNAMIC HEIGHT  -          1.164 (meters)        3.82  (feet) COMP
 AG7443  MODELED GRAVITY -    979,187.3   (mgal)                       NAVD 88
 AG7443
 AG7443  VERT ORDER      -  SECOND    CLASS I
 AG7443
 AG7443.The horizontal coordinates were scaled from a map and have
 AG7443.an estimated accuracy of +/- 6 seconds.
 AG7443
 AG7443.The orthometric height was determined by differential leveling and
 AG7443.adjusted by the NATIONAL GEODETIC SURVEY
 AG7443.in June 1991.
 AG7443
 AG7443.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7443.GEOID18 height accuracy estimate available here.
 AG7443
 AG7443.This Tidal Bench Mark is designated as VM 6816
 AG7443.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7443
 AG7443.Click photographs - Photos may exist for this station.
 AG7443
 AG7443.The dynamic height is computed by dividing the NAVD 88
 AG7443.geopotential number by the normal gravity value computed on the
 AG7443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7443.degrees latitude (g = 980.6199 gals.).
 AG7443
 AG7443.The modeled gravity was interpolated from observed gravity values.
 AG7443
 AG7443;                    North         East    Units  Estimated Accuracy
 AG7443;SPC FL W     -   397,280.      118,490.      MT  (+/- 180 meters Scaled)
 AG7443
 AG7443_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL201893(NAD 83)
 AG7443
 AG7443                          SUPERSEDED SURVEY CONTROL
 AG7443
 AG7443  NGVD 29 (??/??/92)    1.430  (m)            4.69   (f) ADJ UNCH    2 1
 AG7443
 AG7443.Superseded values are not recommended for survey control.
 AG7443
 AG7443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7443.See file dsdata.pdf to determine how the superseded data were derived.
 AG7443
 AG7443_MARKER: DD = SURVEY DISK
 AG7443_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7443_SP_SET: WALL
 AG7443_STAMPING: B 6666 1976
 AG7443_MARK LOGO: NOS
 AG7443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7443+STABILITY: SURFACE MOTION
 AG7443
 AG7443  HISTORY     - Date     Condition        Report By
 AG7443  HISTORY     - 1976     MONUMENTED       NOS
 AG7443  HISTORY     - 1982     GOOD             FLDNR
 AG7443  HISTORY     - 19960206 MARK NOT FOUND   USPSQD
 AG7443
 AG7443                          STATION DESCRIPTION
 AG7443
 AG7443'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7443'IN BELLEAIR BLUFFS.
 AG7443'BEGIN AT THE JUNCTION OF U.S. ALTERNATE 19 NORTH WITH STATE ROAD
 AG7443'686 (WEST BAY DRIVE) IN LARGO, GO 1.9 MILES WEST ON STATE ROAD
 AG7443'686 TO THE BELLEAIR BEACH CAUSEWAY PUBLIC BOAT RAMPS AND THE MARK.
 AG7443'THE MARK BEARS 123 FEET WEST OF THE WEST CORNER OF THE BAIT HOUSE,
 AG7443'AND IS IN THE SOUTH END OF A CONCRETE WALL THAT PROJECTS OUT INTO
 AG7443'THE WATER.
 AG7443
 AG7443                          STATION RECOVERY (1996)
 AG7443
 AG7443'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7443'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9169 ***********************************************************************
 DR9169  DESIGNATION -  872 6666 C
 DR9169  PID         -  DR9169
 DR9169  STATE/COUNTY-  FL/PINELLAS
 DR9169  COUNTRY     -  US
 DR9169  USGS QUAD   -  CLEARWATER (2018)
 DR9169
 DR9169                         *CURRENT SURVEY CONTROL
 DR9169  ______________________________________________________________________
 DR9169* NAD 83(1986) POSITION- 27 55 00.65   (N) 082 49 42.75   (W)   HD_HELD1
 DR9169* NAVD 88 ORTHO HEIGHT -     0.899 (meters)        2.95  (feet) ADJUSTED
 DR9169  ______________________________________________________________________
 DR9169  GEOID HEIGHT    -        -24.515 (meters)                     GEOID18
 DR9169  DYNAMIC HEIGHT  -          0.897 (meters)        2.94  (feet) COMP
 DR9169  MODELED GRAVITY -    979,187.3   (mgal)                       NAVD 88
 DR9169
 DR9169  VERT ORDER      -  SECOND    CLASS I
 DR9169
 DR9169.The horizontal coordinates were determined by differentially corrected
 DR9169.hand held GPS observations or other comparable positioning techniques
 DR9169.and have an estimated accuracy of +/- 3 meters.
 DR9169
 DR9169.The orthometric height was determined by differential leveling and
 DR9169.adjusted by the NATIONAL GEODETIC SURVEY
 DR9169.in December 2023.
 DR9169
 DR9169.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9169.GEOID18 height accuracy estimate available here.
 DR9169
 DR9169.Click photographs - Photos may exist for this station.
 DR9169
 DR9169.The dynamic height is computed by dividing the NAVD 88
 DR9169.geopotential number by the normal gravity value computed on the
 DR9169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9169.degrees latitude (g = 980.6199 gals.).
 DR9169
 DR9169.The modeled gravity was interpolated from observed gravity values.
 DR9169
 DR9169;                    North         East    Units  Estimated Accuracy
 DR9169;SPC FL W     -   397,270.7     118,443.8     MT  (+/- 3 meters HH1 GPS) 
 DR9169
 DR9169_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2005889335(NAD 83)
 DR9169
 DR9169                          SUPERSEDED SURVEY CONTROL
 DR9169
 DR9169.No superseded survey control is available for this station.
 DR9169
 DR9169_MARKER: F = FLANGE-ENCASED ROD
 DR9169_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9169_STAMPING: 6666 C 2023
 DR9169_MARK LOGO: FLDEP
 DR9169_PROJECTION: RECESSED 10 CENTIMETERS
 DR9169_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9169+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2023
 DR9169_ROD/PIPE-DEPTH: 7.8 meters
 DR9169
 DR9169  HISTORY     - Date     Condition        Report By
 DR9169  HISTORY     - 20230106 MONUMENTED       FLDEP
 DR9169
 DR9169                          STATION DESCRIPTION
 DR9169
 DR9169'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9169'THE MARK IS ABOUT 7.9 MI (12.7 KM) SOUTH-SOUTHWEST OF DUNEDIN, 5.8 MI
 DR9169'(9.3 KM) NORTH-NORTHWEST OF SEMINOLE, 3.8 MI (6.1 KM) SOUTH-SOUTHWEST
 DR9169'OF CLEARWATER, IN SECTION 32, TOWNSHIP 29 SOUTH, RANGE 15 EAST.
 DR9169'
 DR9169'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY ALT 19 NORTH
 DR9169'(MISSOURI AVENUE), U.S. HIGHWAY ALT 19 SOUTH (SEMINOLE BOULEVARD) AND
 DR9169'COUNTY ROAD 686 (WEST BAY DRIVE) IN CLEARWATER, GO WEST ON COUNTY ROAD
 DR9169'686 (WEST BAY DRIVE) FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF THE
 DR9169'ENTRANCE TO BELLAIRE CAUSEWAY BOAT RAMP ON THE RIGHT.  TURN RIGHT
 DR9169'ENTERING THE BOAT RAMP PARKING LOT AND GO WESTERLY FOR 0.25 MI (0.40
 DR9169'KM) TO THE SOUTHWEST CORNER OF THE BOAT RAMP PARKING LOT AND THE MARK
 DR9169'ON THE LEFT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DR9169'25.7 FT (7.8 M) WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.4 FT
 DR9169'(12 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE
 DR9169'LEVEL OF THE BOAT RAMP PARKING LOT EXIT ROAD, THE DATUM POINT IS
 DR9169'RECESSED 0.6 FT (18 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO CAP.
 DR9169'
 DR9169'LOCATED 81.1 FT (24.7 M) NORTHWEST OF CONCRETE LIGHT POLE NUMBER 35,
 DR9169'59.3 FT (18.1 M) EAST OF THE NORTHWEST END OF A CONCRETE SEAWALL, 29.5
 DR9169'FT (9.0 M) NORTH OF THE APPROXIMATE CENTERLINE OF THE EXIT LANE OF THE
 DR9169'BELLAIRE CAUSEWAY BOAT RAMP PARKING LOT, 22.6 FT (6.9 M) SOUTH OF THE
 DR9169'SOUTHEAST CORNER OF A 4X6 FT (1.2 M) CONCRETE STORM DRAIN AND 2.6 FT
 DR9169'(0.8 M) NORTHWEST OF A CARSONITE WITNESS POST AT A CONCRETE CURB ALONG
 DR9169'THE BOAT RAMP PARKING LOT.
 DR9169'
 DR9169'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9169'
 DR9169'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9169'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9168 ***********************************************************************
 DR9168  DESIGNATION -  872 6666 D
 DR9168  PID         -  DR9168
 DR9168  STATE/COUNTY-  FL/PINELLAS
 DR9168  COUNTRY     -  US
 DR9168  USGS QUAD   -  CLEARWATER (2018)
 DR9168
 DR9168                         *CURRENT SURVEY CONTROL
 DR9168  ______________________________________________________________________
 DR9168* NAD 83(1986) POSITION- 27 55 02.44   (N) 082 49 31.08   (W)   HD_HELD1
 DR9168* NAVD 88 ORTHO HEIGHT -     2.388 (meters)        7.83  (feet) ADJUSTED
 DR9168  ______________________________________________________________________
 DR9168  GEOID HEIGHT    -        -24.521 (meters)                     GEOID18
 DR9168  DYNAMIC HEIGHT  -          2.385 (meters)        7.82  (feet) COMP
 DR9168  MODELED GRAVITY -    979,187.3   (mgal)                       NAVD 88
 DR9168
 DR9168  VERT ORDER      -  SECOND    CLASS I
 DR9168
 DR9168.The horizontal coordinates were determined by differentially corrected
 DR9168.hand held GPS observations or other comparable positioning techniques
 DR9168.and have an estimated accuracy of +/- 3 meters.
 DR9168
 DR9168.The orthometric height was determined by differential leveling and
 DR9168.adjusted by the NATIONAL GEODETIC SURVEY
 DR9168.in December 2023.
 DR9168
 DR9168.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9168.GEOID18 height accuracy estimate available here.
 DR9168
 DR9168.Click photographs - Photos may exist for this station.
 DR9168
 DR9168.The dynamic height is computed by dividing the NAVD 88
 DR9168.geopotential number by the normal gravity value computed on the
 DR9168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9168.degrees latitude (g = 980.6199 gals.).
 DR9168
 DR9168.The modeled gravity was interpolated from observed gravity values.
 DR9168
 DR9168;                    North         East    Units  Estimated Accuracy
 DR9168;SPC FL W     -   397,323.7     118,763.3     MT  (+/- 3 meters HH1 GPS) 
 DR9168
 DR9168_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2037789386(NAD 83)
 DR9168
 DR9168                          SUPERSEDED SURVEY CONTROL
 DR9168
 DR9168.No superseded survey control is available for this station.
 DR9168
 DR9168_MARKER: F = FLANGE-ENCASED ROD
 DR9168_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9168_STAMPING: 6666 D 2023
 DR9168_MARK LOGO: FLDEP
 DR9168_PROJECTION: RECESSED 5 CENTIMETERS
 DR9168_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9168+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2023
 DR9168_ROD/PIPE-DEPTH: 8.2 meters
 DR9168
 DR9168  HISTORY     - Date     Condition        Report By
 DR9168  HISTORY     - 20230106 MONUMENTED       FLDEP
 DR9168
 DR9168                          STATION DESCRIPTION
 DR9168
 DR9168'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9168'THE MARK IS ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHWEST OF DUNEDIN, 5.7 MI
 DR9168'(9.2 KM) NORTH-NORTHWEST OF SEMINOLE, 3.7 MI (6.0 KM) SOUTH-SOUTHWEST
 DR9168'OF CLEARWATER, IN SECTION 32, TOWNSHIP 29 SOUTH, RANGE 15 EAST.
 DR9168'
 DR9168'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY ALT 19 NORTH
 DR9168'(MISSOURI AVENUE), U.S. HIGHWAY ALT 19 SOUTH (SEMINOLE BOULEVARD) AND
 DR9168'COUNTY ROAD 686 (WEST BAY DRIVE) IN CLEARWATER, GO WEST ON COUNTY ROAD
 DR9168'686 (WEST BAY DRIVE) FOR 2.3 MI (3.7 KM) TO THE JUNCTION OF THE
 DR9168'ENTRANCE TO BELLAIRE CAUSEWAY BOAT RAMP ON THE RIGHT.  TURN RIGHT
 DR9168'ENTERING THE BOAT RAMP PARKING LOT AND NORTH ABOUT 100.0 FT (30.5 M)
 DR9168'TO THE MARK ON THE RIGHT, A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A
 DR9168'DEPTH OF 27.0 FT (8.2 M) WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP
 DR9168'RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15
 DR9168'CM) ABOVE THE LEVEL OF THE BOAT RAMP PARKING LOT ENTRANCE ROAD, THE
 DR9168'DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE (FLDEP)
 DR9168'LOGO CAP.
 DR9168'
 DR9168'LOCATED 155.0 FT (47.2 M) NORTH OF THE APPROXIMATE CENTERLINE OF WEST
 DR9168'BAY ROAD, 49.4 FT (15.1 M) EAST-SOUTHEAST OF CONCRETE LIGHT POLE
 DR9168'NUMBER 2, 43.8 FT (13.4 M) NORTH OF OF CONCRETE LIGHT POLE NUMBER 1,
 DR9168'34.8 FT (10.6 M) EAST OF THE APPROXIMATE CENTERLINE OF THE BOAT RAMP
 DR9168'ENTRANCE ROAD AND 3.7 FT (1.1 M) NORTHEAST OF THE NORTHWEST CORNER OF
 DR9168'A 3.0 FT (0.9 M) TALL CONCRETE GUARD RAIL ALONG THE SEAWALL.
 DR9168'
 DR9168'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9168'
 DR9168'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9168'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9170 ***********************************************************************
 DR9170  DESIGNATION -  872 6666 E
 DR9170  PID         -  DR9170
 DR9170  STATE/COUNTY-  FL/PINELLAS
 DR9170  COUNTRY     -  US
 DR9170  USGS QUAD   -  CLEARWATER (2018)
 DR9170
 DR9170                         *CURRENT SURVEY CONTROL
 DR9170  ______________________________________________________________________
 DR9170* NAD 83(1986) POSITION- 27 54 42.60   (N) 082 49 28.98   (W)   HD_HELD1
 DR9170* NAVD 88 ORTHO HEIGHT -     7.576 (meters)       24.86  (feet) ADJUSTED
 DR9170  ______________________________________________________________________
 DR9170  GEOID HEIGHT    -        -24.511 (meters)                     GEOID18
 DR9170  DYNAMIC HEIGHT  -          7.565 (meters)       24.82  (feet) COMP
 DR9170  MODELED GRAVITY -    979,187.0   (mgal)                       NAVD 88
 DR9170
 DR9170  VERT ORDER      -  SECOND    CLASS I
 DR9170
 DR9170.The horizontal coordinates were determined by differentially corrected
 DR9170.hand held GPS observations or other comparable positioning techniques
 DR9170.and have an estimated accuracy of +/- 3 meters.
 DR9170
 DR9170.The orthometric height was determined by differential leveling and
 DR9170.adjusted by the NATIONAL GEODETIC SURVEY
 DR9170.in December 2023.
 DR9170
 DR9170.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9170.GEOID18 height accuracy estimate available here.
 DR9170
 DR9170.Click photographs - Photos may exist for this station.
 DR9170
 DR9170.The dynamic height is computed by dividing the NAVD 88
 DR9170.geopotential number by the normal gravity value computed on the
 DR9170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9170.degrees latitude (g = 980.6199 gals.).
 DR9170
 DR9170.The modeled gravity was interpolated from observed gravity values.
 DR9170
 DR9170;                    North         East    Units  Estimated Accuracy
 DR9170;SPC FL W     -   396,712.6     118,816.6     MT  (+/- 3 meters HH1 GPS) 
 DR9170
 DR9170_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2042688774(NAD 83)
 DR9170
 DR9170                          SUPERSEDED SURVEY CONTROL
 DR9170
 DR9170.No superseded survey control is available for this station.
 DR9170
 DR9170_MARKER: F = FLANGE-ENCASED ROD
 DR9170_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9170_STAMPING: 6666 E 2023
 DR9170_MARK LOGO: FLDEP
 DR9170_PROJECTION: RECESSED 5 CENTIMETERS
 DR9170_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9170+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2023
 DR9170_ROD/PIPE-DEPTH: 9.5 meters
 DR9170
 DR9170  HISTORY     - Date     Condition        Report By
 DR9170  HISTORY     - 20230106 MONUMENTED       FLDEP
 DR9170
 DR9170                          STATION DESCRIPTION
 DR9170
 DR9170'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9170'THE MARK IS ABOUT 8.1 MI (13.0 KM) SOUTH-SOUTHWEST OF DUNEDIN, 5.4 MI
 DR9170'(8.7 KM) NORTH-NORTHWEST OF SEMINOLE, 4.0 MI (6.4 KM) SOUTH-SOUTHWEST
 DR9170'OF CLEARWATER, IN SECTION 32, TOWNSHIP 29 SOUTH, RANGE 15 EAST.
 DR9170'
 DR9170'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY ALT 19 NORTH
 DR9170'(MISSOURI AVENUE), U.S. HIGHWAY ALT 19 SOUTH (SEMINOLE BOULEVARD) AND
 DR9170'COUNTY ROAD 686 (WEST BAY DRIVE) IN CLEARWATER, GO WEST ON COUNTY ROAD
 DR9170'686 (WEST BAY DRIVE) FOR 2.15 MI (3.46 KM) TO THE JUNCTION OF
 DR9170'HARBORVIEW LANE ON THE LEFT.  TURN LEFT ON HARBORVIEW LANE AND GO
 DR9170'SOUTHWEST FOR 0.35 MI (0.56 KM) TO THE INTERSECTING POINT OF PALM
 DR9170'DRIVE, ORANGEWOOD LANE AND HARBORVIEW LANE AND THE MARK, A STAINLESS
 DR9170'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 31.2 FT (9.5 M) WITH A
 DR9170'6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE LEVEL
 DR9170'OF THE GROUND AND 0.5 FT (15 CM) ABOVE THE LEVEL OF HARBORVIEW LANE,
 DR9170'THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE
 DR9170'(FLDEP) LOGO CAP.
 DR9170'
 DR9170'LOCATED 76.5 FT (23.3 M) SOUTHWEST OF THE APPROXIMATE CENTERLINE OF
 DR9170'PALM DRIVE, 59.4 FT (18.1 M) NORTH-NORTHWEST OF THE APPROXIMATE
 DR9170'CENTERLINE OF ORANGEWOOD LANE, 23.0 FT (7.0 M) SOUTH-SOUTHEAST OF THE
 DR9170'APPROXIMATE CENTERLINE OF HARBORVIEW LANE, 27.5 FT (8.4 M)
 DR9170'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A STONE (HARBOR BLUFFS HOME
 DR9170'OWNERS ASSOCIATION) AND 4.2 FT (1.3 M) SOUTH-SOUTHWEST OF A 0.5 FT (15
 DR9170'CM) TALL CONCRETE CURB.
 DR9170'
 DR9170'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9170'
 DR9170'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9170'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9171 ***********************************************************************
 DR9171  DESIGNATION -  872 6666 F
 DR9171  PID         -  DR9171
 DR9171  STATE/COUNTY-  FL/PINELLAS
 DR9171  COUNTRY     -  US
 DR9171  USGS QUAD   -  CLEARWATER (2018)
 DR9171
 DR9171                         *CURRENT SURVEY CONTROL
 DR9171  ______________________________________________________________________
 DR9171* NAD 83(1986) POSITION- 27 55 29.93   (N) 082 49 16.66   (W)   HD_HELD1
 DR9171* NAVD 88 ORTHO HEIGHT -     2.967 (meters)        9.73  (feet) ADJUSTED
 DR9171  ______________________________________________________________________
 DR9171  GEOID HEIGHT    -        -24.541 (meters)                     GEOID18
 DR9171  DYNAMIC HEIGHT  -          2.963 (meters)        9.72  (feet) COMP
 DR9171  MODELED GRAVITY -    979,187.5   (mgal)                       NAVD 88
 DR9171
 DR9171  VERT ORDER      -  SECOND    CLASS I
 DR9171
 DR9171.The horizontal coordinates were determined by differentially corrected
 DR9171.hand held GPS observations or other comparable positioning techniques
 DR9171.and have an estimated accuracy of +/- 3 meters.
 DR9171
 DR9171.The orthometric height was determined by differential leveling and
 DR9171.adjusted by the NATIONAL GEODETIC SURVEY
 DR9171.in December 2023.
 DR9171
 DR9171.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9171.GEOID18 height accuracy estimate available here.
 DR9171
 DR9171.Click photographs - Photos may exist for this station.
 DR9171
 DR9171.The dynamic height is computed by dividing the NAVD 88
 DR9171.geopotential number by the normal gravity value computed on the
 DR9171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9171.degrees latitude (g = 980.6199 gals.).
 DR9171
 DR9171.The modeled gravity was interpolated from observed gravity values.
 DR9171
 DR9171;                    North         East    Units  Estimated Accuracy
 DR9171;SPC FL W     -   398,167.2     119,163.3     MT  (+/- 3 meters HH1 GPS) 
 DR9171
 DR9171_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2078490226(NAD 83)
 DR9171
 DR9171                          SUPERSEDED SURVEY CONTROL
 DR9171
 DR9171.No superseded survey control is available for this station.
 DR9171
 DR9171_MARKER: F = FLANGE-ENCASED ROD
 DR9171_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9171_STAMPING: 6666 F 2023
 DR9171_MARK LOGO: FLDEP
 DR9171_PROJECTION: RECESSED 5 CENTIMETERS
 DR9171_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9171+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2023
 DR9171_ROD/PIPE-DEPTH: 5.2 meters
 DR9171
 DR9171  HISTORY     - Date     Condition        Report By
 DR9171  HISTORY     - 20230106 MONUMENTED       FLDEP
 DR9171
 DR9171                          STATION DESCRIPTION
 DR9171
 DR9171'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9171'THE MARK IS ABOUT 7.8 MI (12.6 KM) SOUTH-SOUTHWEST OF DUNEDIN, 5.7 MI
 DR9171'(9.2 KM) NORTH-NORTHWEST OF SEMINOLE, 3.7 MI (6.0 KM) SOUTH-SOUTHWEST
 DR9171'OF CLEARWATER, IN SECTION 29, TOWNSHIP 29 SOUTH, RANGE 15 EAST.
 DR9171'
 DR9171'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY ALT 19 NORTH
 DR9171'(MISSOURI AVENUE), U.S. HIGHWAY ALT 19 SOUTH (SEMINOLE BOULEVARD) AND)
 DR9171'AND COUNTY ROAD 686 (WEST BAY DRIVE) IN CLEARWATER, GO WEST ON COUNTY
 DR9171'ROAD 686 (WEST BAY DRIVE) FOR 2.1 MI (3.4 KM) TO THE JUNCTION OF BLUFF
 DR9171'VIEW DRIVE ON THE RIGHT.  TURN RIGHT ON BLUFF VIEW DRIVE AND GO NORTH
 DR9171'FOR 0.55 MI (0.88 KM) TO THE INTERSECTION OF WINSTON DRIVE ON THE
 DR9171'LEFT, SOUTH GARDEN DRIVE ON THE RIGHT AND THE MARK ON THE RIGHT, A
 DR9171'STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 16.9 FT (5.2 M)
 DR9171'WITH A 6-INCH (15 CM) (FLDEP) LOGO CAP RECESSED 0.2 FT (6 CM) BELOW
 DR9171'THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) ABOVE THE LEVEL OF SOUTH
 DR9171'GARDEN CIRCLE, THE DATUM POINT IS RECESSED 0.4 FT (12 CM) BELOW THE
 DR9171'LEVEL OF THE (FLDEP) LOGO CAP.
 DR9171'
 DR9171'LOCATED 66.1 FT (20.1 M) NORTHEAST OF A YELLOW FIRE HYDRANT, 48.2 FT
 DR9171'(14.7 M) WEST-NORTHWEST OF A CONCRETE LIGHT POLE NUMBER 33312-7-6A,
 DR9171'36.3 FT (11.1 M) EAST OF THE APPROXIMATE CENTERLINE OF SOUTH PINE
 DR9171'CIRCLE, 21.8 FT (6.6 M) NORTH OF THE APPROXIMATE CENTERLINE OF SOUTH
 DR9171'GARDEN CIRCLE AND 4.8 FT (1.5 M) WEST-SOUTHWEST OF A STOP SIGN POLE
 DR9171'WITH A FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION SURVEY DECAL
 DR9171'ATTACHED.
 DR9171'
 DR9171'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9171'
 DR9171'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9171'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DR9172 ***********************************************************************
 DR9172  DESIGNATION -  872 6666 G
 DR9172  PID         -  DR9172
 DR9172  STATE/COUNTY-  FL/PINELLAS
 DR9172  COUNTRY     -  US
 DR9172  USGS QUAD   -  CLEARWATER (2018)
 DR9172
 DR9172                         *CURRENT SURVEY CONTROL
 DR9172  ______________________________________________________________________
 DR9172* NAD 83(1986) POSITION- 27 55 01.35   (N) 082 49 00.59   (W)   HD_HELD1
 DR9172* NAVD 88 ORTHO HEIGHT -    11.848 (meters)       38.87  (feet) ADJUSTED
 DR9172  ______________________________________________________________________
 DR9172  GEOID HEIGHT    -        -24.532 (meters)                     GEOID18
 DR9172  DYNAMIC HEIGHT  -         11.830 (meters)       38.81  (feet) COMP
 DR9172  MODELED GRAVITY -    979,187.1   (mgal)                       NAVD 88
 DR9172
 DR9172  VERT ORDER      -  SECOND    CLASS I
 DR9172
 DR9172.The horizontal coordinates were determined by differentially corrected
 DR9172.hand held GPS observations or other comparable positioning techniques
 DR9172.and have an estimated accuracy of +/- 3 meters.
 DR9172
 DR9172.The orthometric height was determined by differential leveling and
 DR9172.adjusted by the NATIONAL GEODETIC SURVEY
 DR9172.in December 2023.
 DR9172
 DR9172.Significant digits in the geoid height do not necessarily reflect accuracy.
 DR9172.GEOID18 height accuracy estimate available here.
 DR9172
 DR9172.Click photographs - Photos may exist for this station.
 DR9172
 DR9172.The dynamic height is computed by dividing the NAVD 88
 DR9172.geopotential number by the normal gravity value computed on the
 DR9172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DR9172.degrees latitude (g = 980.6199 gals.).
 DR9172
 DR9172.The modeled gravity was interpolated from observed gravity values.
 DR9172
 DR9172;                    North         East    Units  Estimated Accuracy
 DR9172;SPC FL W     -   397,284.5     119,596.8     MT  (+/- 3 meters HH1 GPS) 
 DR9172
 DR9172_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2121189340(NAD 83)
 DR9172
 DR9172                          SUPERSEDED SURVEY CONTROL
 DR9172
 DR9172.No superseded survey control is available for this station.
 DR9172
 DR9172_MARKER: F = FLANGE-ENCASED ROD
 DR9172_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DR9172_STAMPING: 6666 G 2023
 DR9172_MARK LOGO: FLDEP
 DR9172_PROJECTION: RECESSED 8 CENTIMETERS
 DR9172_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DR9172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DR9172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DR9172+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2023
 DR9172_ROD/PIPE-DEPTH: 11.9 meters
 DR9172
 DR9172  HISTORY     - Date     Condition        Report By
 DR9172  HISTORY     - 20230106 MONUMENTED       FLDEP
 DR9172
 DR9172                          STATION DESCRIPTION
 DR9172
 DR9172'DESCRIBED BY FL DEPT OF ENV PRO 2023 (MAH)
 DR9172'THE MARK IS ABOUT 7.6 MI (12.2 KM) SOUTH-SOUTHWEST OF DUNEDIN, 5.6 MI
 DR9172'(9.0 KM) NORTH-NORTHWEST OF SEMINOLE, 3.5 MI (5.6 KM) SOUTH-SOUTHWEST
 DR9172'OF CLEARWATER, IN SECTION 32, TOWNSHIP 29 SOUTH, RANGE 15 EAST.
 DR9172'
 DR9172'TO REACH THE MARK FROM THE INTERSECTION OF U.S. HIGHWAY ALT 19 NORTH
 DR9172'(MISSOURI AVENUE), U.S. HIGHWAY ALT 19 SOUTH (SEMINOLE BOULEVARD) AND)
 DR9172'AND COUNTY ROAD 686 (WEST BAY DRIVE) IN CLEARWATER, GO WEST ON COUNTY
 DR9172'ROAD 686 (WEST BAY DRIVE) FOR 1.8 MI (2.9 KM) TO THE INTERSECTION OF
 DR9172'INDIAN ROCKS ROAD AND THE MARK ON THE RIGHT, A STAINLESS STEEL ROD
 DR9172'DRIVEN TO REFUSAL AT A DEPTH OF 38.9 FT (11.9 M) WITH A 6-INCH (15 CM)
 DR9172'(FLDEP) LOGO CAP RECESSED 0.3 FT (9 CM) BELOW THE LEVEL OF THE GROUND
 DR9172'AND 3.0 FT (0.9 M) ABOVE THE LEVEL OF INDIAN ROCKS ROAD, THE DATUM
 DR9172'POINT IS RECESSED 0.8 FT (24 CM) BELOW THE LEVEL OF THE (FLDEP) LOGO
 DR9172'CAP.
 DR9172'
 DR9172'LOCATED 114.5 FT (34.9 M) SOUTH-SOUTHWEST OF THE ENTRANCE TO FIRST
 DR9172'CITIZENS BANK, 52.7 FT (16.1 M) NORTH OF THE APPROXIMATE CENTERLINE OF
 DR9172'WEST BAY DRIVE WESTBOUND LANES, 47.7 FT (14.5 M) EAST-SOUTHEAST OF THE
 DR9172'APPROXIMATE CENTERLINE OF INDIAN ROCKS ROAD NORTHBOUND LANES, 14.5 FT
 DR9172'(4.4 M) WEST OF THE SOUTHWEST CORNER OF FIRST CITIZENS BANK PARKING
 DR9172'LOT AND 1.9 FT (0.6 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 DR9172'
 DR9172'NOTE-A MAGNET WAS PLACED INSIDE OF THE (FLDEP) LOGO CAP.
 DR9172'
 DR9172'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) (FLDEP)
 DR9172'LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7505 ***********************************************************************
 AG7505  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7505  DESIGNATION -  872 6667 B TIDAL
 AG7505  PID         -  AG7505
 AG7505  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7505  COUNTRY     -  US
 AG7505  USGS QUAD   -  TAMPA (2018)
 AG7505
 AG7505                         *CURRENT SURVEY CONTROL
 AG7505  ______________________________________________________________________
 AG7505* NAD 83(1986) POSITION- 27 54 54.     (N) 082 25 20.     (W)   SCALED
 AG7505* NAVD 88 ORTHO HEIGHT -     2.596 (meters)        8.52  (feet) ADJUSTED
 AG7505  ______________________________________________________________________
 AG7505  GEOID HEIGHT    -        -25.004 (meters)                     GEOID18
 AG7505  DYNAMIC HEIGHT  -          2.592 (meters)        8.50  (feet) COMP
 AG7505  MODELED GRAVITY -    979,183.2   (mgal)                       NAVD 88
 AG7505
 AG7505  VERT ORDER      -  FIRST     CLASS II
 AG7505
 AG7505.The horizontal coordinates were scaled from a map and have
 AG7505.an estimated accuracy of +/- 6 seconds.
 AG7505
 AG7505.The orthometric height was determined by differential leveling and
 AG7505.adjusted by the NATIONAL GEODETIC SURVEY
 AG7505.in July 2009.
 AG7505
 AG7505.No vertical observational check was made to the station.
 AG7505
 AG7505.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7505.GEOID18 height accuracy estimate available here.
 AG7505
 AG7505.This Tidal Bench Mark is designated as VM 20521
 AG7505.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7505
 AG7505.This Tidal Bench Mark is designated as VM 23430
 AG7505.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7505
 AG7505.Click photographs - Photos may exist for this station.
 AG7505
 AG7505.The dynamic height is computed by dividing the NAVD 88
 AG7505.geopotential number by the normal gravity value computed on the
 AG7505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7505.degrees latitude (g = 980.6199 gals.).
 AG7505
 AG7505.The modeled gravity was interpolated from observed gravity values.
 AG7505
 AG7505;                    North         East    Units  Estimated Accuracy
 AG7505;SPC FL W     -   396,860.      158,440.      MT  (+/- 180 meters Scaled)
 AG7505
 AG7505_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL600885(NAD 83)
 AG7505
 AG7505                          SUPERSEDED SURVEY CONTROL
 AG7505
 AG7505  NAVD 88 (06/15/91)    2.620  (m)            8.60   (f) SUPERSEDED  2 1
 AG7505
 AG7505.Superseded values are not recommended for survey control.
 AG7505
 AG7505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7505.See file dsdata.pdf to determine how the superseded data were derived.
 AG7505
 AG7505_MARKER: DD = SURVEY DISK
 AG7505_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7505+WITH SETTING: PAVEMENT
 AG7505_SP_SET: RAILROAD BELL BASE
 AG7505_STAMPING: 6667 B 1976
 AG7505_MARK LOGO: NOS
 AG7505_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7505+STABILITY: SURFACE MOTION
 AG7505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7505+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 AG7505
 AG7505  HISTORY     - Date     Condition        Report By
 AG7505  HISTORY     - 1976     MONUMENTED       NOS
 AG7505  HISTORY     - 1982     GOOD             FLDNR
 AG7505  HISTORY     - 20070717 GOOD             FLDEP
 AG7505
 AG7505                          STATION DESCRIPTION
 AG7505
 AG7505'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7505'IN TAMPA.
 AG7505'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 WITH U.S BUSINESS 41
 AG7505'(CAUSEWAY BOULEVARD), GO 1.0 MILE WEST ON CAUSEWAY BOULEVARD TO THE
 AG7505'ACCESS ROAD TO ROCKPORT TERMINAL, GO 0.7 MILE SOUTHERLY ON THE
 AG7505'ACCESS ROAD TO THE MARK.  THE MARK IS ON THE PROPERTY OF THE
 AG7505'SEABOARD COASTLINE RAILROAD, 23.4 FEET NORTHEAST OF THE EAST CORNER
 AG7505'OF THE OFFICE BUILDING, 41.75 FEET NORTHWEST OF THE CENTERLINE OF
 AG7505'THE ACCESS ROAD, AND IS SET IN THE NORTH CORNER OF THE CONCRETE
 AG7505'BASE FOR A RAILROAD BELL.
 AG7505
 AG7505                          STATION RECOVERY (2007)
 AG7505
 AG7505'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7505'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7506 ***********************************************************************
 AG7506  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7506  DESIGNATION -  872 6667 C TIDAL
 AG7506  PID         -  AG7506
 AG7506  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7506  COUNTRY     -  US
 AG7506  USGS QUAD   -  TAMPA (2018)
 AG7506
 AG7506                         *CURRENT SURVEY CONTROL
 AG7506  ______________________________________________________________________
 AG7506* NAD 83(1986) POSITION- 27 54 55.1    (N) 082 25 20.4    (W)   HD_HELD2
 AG7506* NAVD 88 ORTHO HEIGHT -     2.596 (meters)        8.52  (feet) ADJUSTED
 AG7506  ______________________________________________________________________
 AG7506  GEOID HEIGHT    -        -25.004 (meters)                     GEOID18
 AG7506  DYNAMIC HEIGHT  -          2.593 (meters)        8.51  (feet) COMP
 AG7506  MODELED GRAVITY -    979,183.1   (mgal)                       NAVD 88
 AG7506
 AG7506  VERT ORDER      -  FIRST     CLASS II
 AG7506
 AG7506.The horizontal coordinates were established by autonomous hand held GPS
 AG7506.observations and have an estimated accuracy of +/- 10 meters.
 AG7506
 AG7506.The orthometric height was determined by differential leveling and
 AG7506.adjusted by the NATIONAL GEODETIC SURVEY
 AG7506.in July 2009.
 AG7506
 AG7506.No vertical observational check was made to the station.
 AG7506
 AG7506.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7506.GEOID18 height accuracy estimate available here.
 AG7506
 AG7506.This Tidal Bench Mark is designated as VM 6820
 AG7506.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7506
 AG7506.This Tidal Bench Mark is designated as VM 23426
 AG7506.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7506
 AG7506.Click photographs - Photos may exist for this station.
 AG7506
 AG7506.The dynamic height is computed by dividing the NAVD 88
 AG7506.geopotential number by the normal gravity value computed on the
 AG7506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7506.degrees latitude (g = 980.6199 gals.).
 AG7506
 AG7506.The modeled gravity was interpolated from observed gravity values.
 AG7506
 AG7506;                    North         East    Units  Estimated Accuracy
 AG7506;SPC FL W     -   396,896.      158,428.      MT  (+/- 10 meters HH2 GPS)
 AG7506
 AG7506_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6003588633(NAD 83)
 AG7506
 AG7506                          SUPERSEDED SURVEY CONTROL
 AG7506
 AG7506  NAVD 88 (06/15/91)    2.618  (m)            8.59   (f) SUPERSEDED  2 1
 AG7506
 AG7506.Superseded values are not recommended for survey control.
 AG7506
 AG7506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7506.See file dsdata.pdf to determine how the superseded data were derived.
 AG7506
 AG7506_MARKER: DD = SURVEY DISK
 AG7506_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7506_SP_SET: PORCH
 AG7506_STAMPING: 6667 C 1976
 AG7506_MARK LOGO: NOS
 AG7506_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7506+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 AG7506
 AG7506  HISTORY     - Date     Condition        Report By
 AG7506  HISTORY     - 1976     MONUMENTED       NOS
 AG7506  HISTORY     - 1982     GOOD             FLDNR
 AG7506  HISTORY     - 20070717 GOOD             FLDEP
 AG7506
 AG7506                          STATION DESCRIPTION
 AG7506
 AG7506'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7506'IN TAMPA.
 AG7506'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 WITH U.S. BUSINESS 41
 AG7506'(CAUSEWAY BOULEVARD), GO 1.0 MILE WEST ON CAUSEWAY BOULEVARD TO THE
 AG7506'ACCESS ROAD TO ROCKPORT TERMINAL, GO 0.7 MILE SOUTHERLY ON THE
 AG7506'ACCESS ROAD TO THE MARK.  THE MARK IS AT THE SEABOARD COASTLINE
 AG7506'RAILROAD ROCKPORT TERMINAL OFFICE, 27 FEET SOUTHWEST OF THE EAST
 AG7506'CORNER OF THE BUILDING, AND 2.8 FEET SOUTHEAST OF THE SOUTHEAST
 AG7506'WALL OF THE BUILDING.
 AG7506
 AG7506                          STATION RECOVERY (2007)
 AG7506
 AG7506'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7506'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1806 ***********************************************************************
 DL1806  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1806  DESIGNATION -  872 6667 E TIDAL
 DL1806  PID         -  DL1806
 DL1806  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1806  COUNTRY     -  US
 DL1806  USGS QUAD   -  TAMPA (2018)
 DL1806
 DL1806                         *CURRENT SURVEY CONTROL
 DL1806  ______________________________________________________________________
 DL1806* NAD 83(1986) POSITION- 27 54 56.49   (N) 082 25 18.33   (W)   HD_HELD1
 DL1806* NAVD 88 ORTHO HEIGHT -     2.276 (meters)        7.47  (feet) ADJUSTED
 DL1806  ______________________________________________________________________
 DL1806  GEOID HEIGHT    -        -25.005 (meters)                     GEOID18
 DL1806  DYNAMIC HEIGHT  -          2.273 (meters)        7.46  (feet) COMP
 DL1806  MODELED GRAVITY -    979,183.2   (mgal)                       NAVD 88
 DL1806
 DL1806  VERT ORDER      -  FIRST     CLASS II
 DL1806
 DL1806.The horizontal coordinates were determined by differentially corrected
 DL1806.hand held GPS observations or other comparable positioning techniques
 DL1806.and have an estimated accuracy of +/- 3 meters.
 DL1806
 DL1806.The orthometric height was determined by differential leveling and
 DL1806.adjusted by the NATIONAL GEODETIC SURVEY
 DL1806.in July 2009.
 DL1806
 DL1806.No vertical observational check was made to the station.
 DL1806
 DL1806.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1806.GEOID18 height accuracy estimate available here.
 DL1806
 DL1806.This Tidal Bench Mark is designated as VM 6821
 DL1806.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1806
 DL1806.This Tidal Bench Mark is designated as VM 23427
 DL1806.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1806
 DL1806.Click photographs - Photos may exist for this station.
 DL1806
 DL1806.The dynamic height is computed by dividing the NAVD 88
 DL1806.geopotential number by the normal gravity value computed on the
 DL1806.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1806.degrees latitude (g = 980.6199 gals.).
 DL1806
 DL1806.The modeled gravity was interpolated from observed gravity values.
 DL1806
 DL1806;                    North         East    Units  Estimated Accuracy
 DL1806;SPC FL W     -   396,938.1     158,485.0     MT  (+/- 3 meters HH1 GPS) 
 DL1806
 DL1806_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6009288675(NAD 83)
 DL1806
 DL1806                          SUPERSEDED SURVEY CONTROL
 DL1806
 DL1806.No superseded survey control is available for this station.
 DL1806
 DL1806_MARKER: F = FLANGE-ENCASED ROD
 DL1806_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 DL1806_STAMPING: 6667 E 1976
 DL1806_MARK LOGO: NOS
 DL1806_PROJECTION: FLUSH
 DL1806_MAGNETIC: I = MARKER IS A STEEL ROD
 DL1806_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1806+SATELLITE: SATELLITE OBSERVATIONS - July 17, 2007
 DL1806
 DL1806  HISTORY     - Date     Condition        Report By
 DL1806  HISTORY     - 1976     MONUMENTED       NOS
 DL1806  HISTORY     - 20070717 GOOD             FLDEP
 DL1806
 DL1806                          STATION DESCRIPTION
 DL1806
 DL1806'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DL1806'THE MARK IS IN TAMPA CSX ROCKPORT, MCKAY BAY ENTRANCE, IN SECTION 32,
 DL1806'TOWNSHIP 29 SOUTH, RANGE 19 EAST.
 DL1806'
 DL1806'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 (EAST
 DL1806'ADAMO DRIVE) AND U.S. HIGHWAY 41 ON THE EAST SIDE OF TAMPA, GO SOUTH
 DL1806'ON U.S. HIGHWAY 41 FOR 0.65 MI (0.6 KM) TO THE INTERSECTION OF PALM
 DL1806'RIVER DRIVE, CONTINUE SOUTH ON U.S. HIGHWAY 41 FOR 1.35 MI (1.1 KM) TO
 DL1806'THE INTERSECTION OF STATE HIGHWAY 676 (CAUSEWAY BOULEVARD, 22ND
 DL1806'STREET, BUS 41), TURN RIGHT ON U.S. BUSINESS 41 (CAUSEWAY BOULEVARD)
 DL1806'AND GO WEST FOR 1.0 MI (1.6 KM) TO THE ACCESS ROAD FOR ROCKPORT
 DL1806'TERMINAL, TURN LEFT ON ACCESS ROAD AND GO SOUTHERLY FOR 0.6 MI (1.0
 DL1806'KM) TO THE MARK ON THE RIGHT, A NOS TIDAL DISK CRIMPED TO A COPPER
 DL1806'CLAD STEEL ROD DRIVEN TO AN UNSPECIFIED DEPTH AND ENCASED IN 4-INCH
 DL1806'(10 CM) PVC PIPE WITH A CONCRETE KICKBLOCK RECESSED 0.6 FT (0.2 M)
 DL1806'BELOW THE LEVEL OF THE ROAD.
 DL1806'
 DL1806'LOCATED ABOUT 600.0 FT (182.9 M) SOUTHWEST OF AN NOS TIDAL DISK
 DL1806'STAMPED 6667 F 1976, 197.1 FT (60.1 M) NORTHEAST OF AN NOS TIDAL DISK
 DL1806'STAMPED 6667 B 1976, 22.0 FT (6.7 M) NORTHWEST OF THE APPROXIMATE
 DL1806'CENTERLINE OF THE ACCESS ROAD, 6.6 FT (2.0 M) EAST OF A WOODEN
 DL1806'POWERPOLE NUMBER 11 AND 6.4 FT (2.0 M) EAST OF A CARSONITE WITNESS
 DL1806'POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7504 ***********************************************************************
 AG7504  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7504  DESIGNATION -  872 6667 F TIDAL
 AG7504  PID         -  AG7504
 AG7504  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7504  COUNTRY     -  US
 AG7504  USGS QUAD   -  TAMPA (2018)
 AG7504
 AG7504                         *CURRENT SURVEY CONTROL
 AG7504  ______________________________________________________________________
 AG7504* NAD 83(1986) POSITION- 27 54 59.81   (N) 082 25 12.70   (W)   HD_HELD1
 AG7504* NAVD 88 ORTHO HEIGHT -     2.693 (meters)        8.84  (feet) ADJUSTED
 AG7504  ______________________________________________________________________
 AG7504  GEOID HEIGHT    -        -25.008 (meters)                     GEOID18
 AG7504  DYNAMIC HEIGHT  -          2.689 (meters)        8.82  (feet) COMP
 AG7504  MODELED GRAVITY -    979,183.3   (mgal)                       NAVD 88
 AG7504
 AG7504  VERT ORDER      -  FIRST     CLASS II
 AG7504
 AG7504.The horizontal coordinates were determined by differentially corrected
 AG7504.hand held GPS observations or other comparable positioning techniques
 AG7504.and have an estimated accuracy of +/- 3 meters.
 AG7504
 AG7504.The orthometric height was determined by differential leveling and
 AG7504.adjusted by the NATIONAL GEODETIC SURVEY
 AG7504.in July 2009.
 AG7504
 AG7504.No vertical observational check was made to the station.
 AG7504
 AG7504.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7504.GEOID18 height accuracy estimate available here.
 AG7504
 AG7504.This Tidal Bench Mark is designated as VM 6822
 AG7504.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7504
 AG7504.This Tidal Bench Mark is designated as VM 23429
 AG7504.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7504
 AG7504.Click photographs - Photos may exist for this station.
 AG7504
 AG7504.The dynamic height is computed by dividing the NAVD 88
 AG7504.geopotential number by the normal gravity value computed on the
 AG7504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7504.degrees latitude (g = 980.6199 gals.).
 AG7504
 AG7504.The modeled gravity was interpolated from observed gravity values.
 AG7504
 AG7504;                    North         East    Units  Estimated Accuracy
 AG7504;SPC FL W     -   397,039.8     158,639.3     MT  (+/- 3 meters HH1 GPS) 
 AG7504
 AG7504_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6024788776(NAD 83)
 AG7504
 AG7504                          SUPERSEDED SURVEY CONTROL
 AG7504
 AG7504  NAVD 88 (06/15/91)    2.714  (m)            8.90   (f) SUPERSEDED  2 1
 AG7504
 AG7504.Superseded values are not recommended for survey control.
 AG7504
 AG7504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7504.See file dsdata.pdf to determine how the superseded data were derived.
 AG7504
 AG7504_MARKER: DD = SURVEY DISK
 AG7504_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7504_STAMPING: 6667 F 1976
 AG7504_MARK LOGO: NOS
 AG7504_PROJECTION: PROJECTING 8 CENTIMETERS
 AG7504_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7504_ROD/PIPE-DEPTH: 12.2 meters
 AG7504
 AG7504  HISTORY     - Date     Condition        Report By
 AG7504  HISTORY     - 1976     MONUMENTED       NOS
 AG7504  HISTORY     - 1982     GOOD             FLDNR
 AG7504  HISTORY     - 2007     GOOD             FLDEP
 AG7504
 AG7504                          STATION DESCRIPTION
 AG7504
 AG7504'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7504'IN TAMPA.
 AG7504'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 41 WITH U.S. BUSINESS 41
 AG7504'(CAUSEWAY BOULEVARD), GO 1.0 MILE WEST ON CAUSEWAY BOULEVARD TO THE
 AG7504'ACCESS ROAD TO ROCKPORT TERMINAL, GO 0.5 MILE SOUTHERLY ON THE
 AG7504'ACCESS ROAD TO THE MARK.  THE MARK BEARS 30 FEET NORTHWEST OF THE
 AG7504'CENTERLINE OF THE ROAD, AND 1.4 FEET SOUTHWEST OF POWER POLE 9.
 AG7504'THE MARK IS 1 FT ABOVE ROAD.
 AG7504
 AG7504                          STATION RECOVERY (2007)
 AG7504
 AG7504'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JRH)
 AG7504'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1807 ***********************************************************************
 DL1807  DESIGNATION -  872 6667 G TIDAL
 DL1807  PID         -  DL1807
 DL1807  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1807  COUNTRY     -  US
 DL1807  USGS QUAD   -  TAMPA (2018)
 DL1807
 DL1807                         *CURRENT SURVEY CONTROL
 DL1807  ______________________________________________________________________
 DL1807* NAD 83(1986) POSITION- 27 55 01.52   (N) 082 25 18.38   (W)   HD_HELD1
 DL1807* NAVD 88 ORTHO HEIGHT -     2.341 (meters)        7.68  (feet) ADJUSTED
 DL1807  ______________________________________________________________________
 DL1807  GEOID HEIGHT    -        -25.006 (meters)                     GEOID18
 DL1807  DYNAMIC HEIGHT  -          2.337 (meters)        7.67  (feet) COMP
 DL1807  MODELED GRAVITY -    979,183.4   (mgal)                       NAVD 88
 DL1807
 DL1807  VERT ORDER      -  FIRST     CLASS II
 DL1807
 DL1807.The horizontal coordinates were determined by differentially corrected
 DL1807.hand held GPS observations or other comparable positioning techniques
 DL1807.and have an estimated accuracy of +/- 3 meters.
 DL1807
 DL1807.The orthometric height was determined by differential leveling and
 DL1807.adjusted by the NATIONAL GEODETIC SURVEY
 DL1807.in July 2009.
 DL1807
 DL1807.No vertical observational check was made to the station.
 DL1807
 DL1807.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1807.GEOID18 height accuracy estimate available here.
 DL1807
 DL1807.Click photographs - Photos may exist for this station.
 DL1807
 DL1807.The dynamic height is computed by dividing the NAVD 88
 DL1807.geopotential number by the normal gravity value computed on the
 DL1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1807.degrees latitude (g = 980.6199 gals.).
 DL1807
 DL1807.The modeled gravity was interpolated from observed gravity values.
 DL1807
 DL1807;                    North         East    Units  Estimated Accuracy
 DL1807;SPC FL W     -   397,093.0     158,484.2     MT  (+/- 3 meters HH1 GPS) 
 DL1807
 DL1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6009288830(NAD 83)
 DL1807
 DL1807                          SUPERSEDED SURVEY CONTROL
 DL1807
 DL1807.No superseded survey control is available for this station.
 DL1807
 DL1807_MARKER: DB = BENCH MARK DISK
 DL1807_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DL1807+WITH SETTING: PAVEMENT
 DL1807_SP_SET: BOLLARD BASE
 DL1807_STAMPING: 6667 G 1990
 DL1807_MARK LOGO: NOS
 DL1807_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1807_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1807+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DL1807
 DL1807  HISTORY     - Date     Condition        Report By
 DL1807  HISTORY     - 1990     MONUMENTED       NOS
 DL1807  HISTORY     - 2007     GOOD             FLDEP
 DL1807
 DL1807                          STATION DESCRIPTION
 DL1807
 DL1807'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DL1807'THE MARK IS IN TAMPA CSX ROCKPORT, MCKAY BAY ENTRANCE, IN SECTION 32,
 DL1807'TOWNSHIP 29 SOUTH, RANGE 19 EAST.
 DL1807'
 DL1807'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 (EAST
 DL1807'ADAMO DRIVE) AND U.S. HIGHWAY 41 ON THE EAST SIDE OF TAMPA, GO SOUTH
 DL1807'ON U.S. HIGHWAY 41 FOR 0.65 MI (0.6 KM) TO THE INTERSECTION OF PALM
 DL1807'RIVER DRIVE, CONTINUE SOUTH ON U.S. HIGHWAY 41 FOR 1.35 MI (1.1 KM) TO
 DL1807'THE INTERSECTION OF STATE HIGHWAY 676 (CAUSEWAY BOULEVARD, 22ND
 DL1807'STREET, BUS 41), TURN RIGHT ON U.S. BUSINESS 41 (CAUSEWAY BOULEVARD)
 DL1807'AND GO WEST FOR 1.0 MI (1.6 KM) TO THE ACCESS ROAD FOR ROCKPORT
 DL1807'TERMINAL, TURN LEFT ON ACCESS ROAD AND GO SOUTHERLY FOR 0.55 MI (0.9
 DL1807'KM) TO A DIRT TRAIL ROAD LEADING NORTHWEST TO THE RESTROOMS AT THE
 DL1807'WATERS EDGE AND THE MARK, A NOS BENCH MARK DISK SET FLUSH IN THE
 DL1807'SOUTHWEST CORNER OF THE CONCRETE BASE OF A MOORING BOLLARD, NEAR THE
 DL1807'NORTHEAST END OF THE LOADING DOCK 0.6 FT (0.2 M) ABOVE THE LEVEL OF
 DL1807'THE GROUND.
 DL1807'
 DL1807'LOCATED 92.8 FT (28.3 M) NORTHWEST OF THE NORTHWEST CORNER OF THE
 DL1807'RESTROOM BUILDING, 78.4 FT (23.9 M) NORTHWEST OF POWERPOLE NUMBER
 DL1807'2636940260, 9.2 FT (2.8 M) NORTH OF THE CENTERLINE OF THE CONCRETE
 DL1807'RAMP LEADING TO THE DOCK AND 6.5 FT (2.0 M) WEST OF THE TOP EDGE OF
 DL1807'THE RIPRAP SEA WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DL1851 ***********************************************************************
 DL1851  TIDAL BM    -  This is a Tidal Bench Mark.
 DL1851  DESIGNATION -  872 6667 J TIDAL
 DL1851  PID         -  DL1851
 DL1851  STATE/COUNTY-  FL/HILLSBOROUGH
 DL1851  COUNTRY     -  US
 DL1851  USGS QUAD   -  TAMPA (2018)
 DL1851
 DL1851                         *CURRENT SURVEY CONTROL
 DL1851  ______________________________________________________________________
 DL1851* NAD 83(1986) POSITION- 27 54 48.4    (N) 082 25 26.9    (W)   HD_HELD2
 DL1851* NAVD 88 ORTHO HEIGHT -     2.532 (meters)        8.31  (feet) ADJUSTED
 DL1851  ______________________________________________________________________
 DL1851  GEOID HEIGHT    -        -25.000 (meters)                     GEOID18
 DL1851  DYNAMIC HEIGHT  -          2.528 (meters)        8.29  (feet) COMP
 DL1851  MODELED GRAVITY -    979,183.0   (mgal)                       NAVD 88
 DL1851
 DL1851  VERT ORDER      -  FIRST     CLASS II
 DL1851
 DL1851.The horizontal coordinates were established by autonomous hand held GPS
 DL1851.observations and have an estimated accuracy of +/- 10 meters.
 DL1851
 DL1851.The orthometric height was determined by differential leveling and
 DL1851.adjusted by the NATIONAL GEODETIC SURVEY
 DL1851.in July 2009.
 DL1851
 DL1851.No vertical observational check was made to the station.
 DL1851
 DL1851.Significant digits in the geoid height do not necessarily reflect accuracy.
 DL1851.GEOID18 height accuracy estimate available here.
 DL1851
 DL1851.This Tidal Bench Mark is designated as VM 6825
 DL1851.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1851
 DL1851.This Tidal Bench Mark is designated as VM 23425
 DL1851.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 DL1851
 DL1851.Click photographs - Photos may exist for this station.
 DL1851
 DL1851.The dynamic height is computed by dividing the NAVD 88
 DL1851.geopotential number by the normal gravity value computed on the
 DL1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DL1851.degrees latitude (g = 980.6199 gals.).
 DL1851
 DL1851.The modeled gravity was interpolated from observed gravity values.
 DL1851
 DL1851;                    North         East    Units  Estimated Accuracy
 DL1851;SPC FL W     -   396,690.      158,250.      MT  (+/- 10 meters HH2 GPS)
 DL1851
 DL1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5985588429(NAD 83)
 DL1851
 DL1851                          SUPERSEDED SURVEY CONTROL
 DL1851
 DL1851.No superseded survey control is available for this station.
 DL1851
 DL1851_MARKER: DB = BENCH MARK DISK
 DL1851_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DL1851+WITH SETTING: PAVEMENT
 DL1851_SP_SET: BULK LOADER STOP BASE
 DL1851_STAMPING: 6667 J 1991
 DL1851_MARK LOGO: NOS
 DL1851_MAGNETIC: N = NO MAGNETIC MATERIAL
 DL1851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DL1851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DL1851+SATELLITE: SATELLITE OBSERVATIONS - 2007
 DL1851
 DL1851  HISTORY     - Date     Condition        Report By
 DL1851  HISTORY     - 1991     MONUMENTED       NOS
 DL1851  HISTORY     - 2007     GOOD             FLDEP
 DL1851
 DL1851                          STATION DESCRIPTION
 DL1851
 DL1851'DESCRIBED BY FL DEPT OF ENV PRO 2007 (JRH)
 DL1851'THE MARK IS IN TAMPA CSX ROCKPORT, MCKAY BAY ENTRANCE, IN SECTION 32,
 DL1851'TOWNSHIP 29 SOUTH, RANGE 19 EAST.
 DL1851'
 DL1851'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 (EAST
 DL1851'ADAMO DRIVE) AND U.S. HIGHWAY 41 ON THE EAST SIDE OF TAMPA, GO SOUTH
 DL1851'ON U.S. HIGHWAY 41 FOR 0.65 MI (0.6 KM) TO THE INTERSECTION OF PALM
 DL1851'RIVER DRIVE, CONTINUE SOUTH ON U.S. HIGHWAY 41 FOR 1.35 MI (1.1 KM) TO
 DL1851'THE INTERSECTION OF STATE HIGHWAY 676 (CAUSEWAY BOULEVARD, 22ND
 DL1851'STREET, BUS 41), TURN RIGHT ON U.S. BUSINESS 41 (CAUSEWAY BOULEVARD)
 DL1851'AND GO WEST FOR 1.0 MI (1.6 KM) TO THE ACCESS ROAD FOR ROCKPORT
 DL1851'TERMINAL, TURN LEFT ON ACCESS ROAD AND GO SOUTHERLY FOR 0.8 MI (1.3
 DL1851'KM) TO THE SOUTH END OF THE RAIL FOR THE BULK LOADER THAT TRAVELS
 DL1851'ALONG THE WATERFRONT AND THE MARK, A NOS BENCH MARK DISK SET FLUSH IN
 DL1851'THE SOUTHWEST CORNER OF THE CONCRETE FOUNDATION OF A STOP FOR THE BULK
 DL1851'LOADER 0.6 FT (0.2 M) ABOVE THE LEVEL OF THE GROUND.
 DL1851'
 DL1851'LOCATED 60.4 FT (18.4 M) NORTHEAST OF THE NORTHEAST CORNER OF THE
 DL1851'CONCRETE WALKWAY LEADING TO THE DOCK, 12.2 FT (3.7 M) WEST-NORTHWEST
 DL1851'OF THE WEST RAIL OF THE BULK LOADER AND 3.0 FT (0.9 M) WEST-SOUTHWEST
 DL1851'OF THE SOUTHWEST CORNER OF THE STOP FOR THE BULK LOADER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6071 ***********************************************************************
 AG6071  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6071  DESIGNATION -  872 6668 4 RESET
 AG6071  PID         -  AG6071
 AG6071  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6071  COUNTRY     -  US
 AG6071  USGS QUAD   -  TAMPA (2018)
 AG6071
 AG6071                         *CURRENT SURVEY CONTROL
 AG6071  ______________________________________________________________________
 AG6071* NAD 83(1986) POSITION- 27 55 12.9    (N) 082 26 31.0    (W)   HD_HELD2
 AG6071* NAVD 88 ORTHO HEIGHT -     1.995 (meters)        6.55  (feet) ADJUSTED
 AG6071  ______________________________________________________________________
 AG6071  GEOID HEIGHT    -        -24.991 (meters)                     GEOID18
 AG6071  DYNAMIC HEIGHT  -          1.992 (meters)        6.54  (feet) COMP
 AG6071  MODELED GRAVITY -    979,184.1   (mgal)                       NAVD 88
 AG6071
 AG6071  VERT ORDER      -  FIRST     CLASS II
 AG6071
 AG6071.The horizontal coordinates were established by autonomous hand held GPS
 AG6071.observations and have an estimated accuracy of +/- 10 meters.
 AG6071
 AG6071.The orthometric height was determined by differential leveling and
 AG6071.adjusted by the NATIONAL GEODETIC SURVEY
 AG6071.in September 2010.
 AG6071
 AG6071.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6071.GEOID18 height accuracy estimate available here.
 AG6071
 AG6071.This Tidal Bench Mark is designated as VM 6812
 AG6071.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6071
 AG6071.Click photographs - Photos may exist for this station.
 AG6071
 AG6071.The dynamic height is computed by dividing the NAVD 88
 AG6071.geopotential number by the normal gravity value computed on the
 AG6071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6071.degrees latitude (g = 980.6199 gals.).
 AG6071
 AG6071.The modeled gravity was interpolated from observed gravity values.
 AG6071
 AG6071;                    North         East    Units  Estimated Accuracy
 AG6071;SPC FL W     -   397,450.      156,500.      MT  (+/- 10 meters HH2 GPS)
 AG6071
 AG6071_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5811189204(NAD 83)
 AG6071
 AG6071                          SUPERSEDED SURVEY CONTROL
 AG6071
 AG6071  NAVD 88 (06/15/91)    1.996  (m)            6.55   (f) SUPERSEDED  1 1
 AG6071
 AG6071.Superseded values are not recommended for survey control.
 AG6071
 AG6071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6071.See file dsdata.pdf to determine how the superseded data were derived.
 AG6071
 AG6071_MARKER: DB = BENCH MARK DISK
 AG6071_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG6071_SP_SET: PIER
 AG6071_STAMPING: BM NO 4 RESET 1963
 AG6071_MARK LOGO: CGS
 AG6071_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6071_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6071+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2008
 AG6071
 AG6071  HISTORY     - Date     Condition        Report By
 AG6071  HISTORY     - 1963     MONUMENTED       CGS
 AG6071  HISTORY     - 1966     GOOD             CGS
 AG6071  HISTORY     - 1982     GOOD             FLDNR
 AG6071  HISTORY     - 1990     GOOD             USPSQD
 AG6071  HISTORY     - 20081101 GOOD             FLDEP
 AG6071
 AG6071                          STATION DESCRIPTION
 AG6071
 AG6071'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG6071'AT TAMPA.
 AG6071'AT TAMPA, ON HOOKER POINT AT THE NORTHEAST END OF THE RICHARD
 AG6071'E. KNIGHT PIER, IN THE TOP OF THE CONCRETE FLOOR OF THE PIER,
 AG6071'4.0 FEET SOUTHWEST OF THE NORTHEAST END, 0.5 FOOT NORTHWEST
 AG6071'OF THE SOUTHEAST EDGE AND ABOUT LEVEL WITH THE FLOOR.
 AG6071
 AG6071                          STATION RECOVERY (1982)
 AG6071
 AG6071'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6071'RECOVERED IN GOOD CONDITION.
 AG6071
 AG6071                          STATION RECOVERY (1990)
 AG6071
 AG6071'RECOVERY NOTE BY US POWER SQUADRON 1990 (PGT)
 AG6071'RECOVERED IN GOOD CONDITION.
 AG6071
 AG6071                          STATION RECOVERY (2008)
 AG6071
 AG6071'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG6071'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7491 ***********************************************************************
 AG7491  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7491  DESIGNATION -  872 6668 A TIDAL
 AG7491  PID         -  AG7491
 AG7491  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7491  COUNTRY     -  US
 AG7491  USGS QUAD   -  TAMPA (2018)
 AG7491
 AG7491                         *CURRENT SURVEY CONTROL
 AG7491  ______________________________________________________________________
 AG7491* NAD 83(1986) POSITION- 27 55 08.     (N) 082 26 39.     (W)   SCALED
 AG7491* NAVD 88 ORTHO HEIGHT -     1.403 (meters)        4.60  (feet) ADJUSTED
 AG7491  ______________________________________________________________________
 AG7491  GEOID HEIGHT    -        -24.987 (meters)                     GEOID18
 AG7491  DYNAMIC HEIGHT  -          1.401 (meters)        4.60  (feet) COMP
 AG7491  MODELED GRAVITY -    979,183.9   (mgal)                       NAVD 88
 AG7491
 AG7491  VERT ORDER      -  SECOND    CLASS I
 AG7491
 AG7491.The horizontal coordinates were scaled from a map and have
 AG7491.an estimated accuracy of +/- 6 seconds.
 AG7491
 AG7491.The orthometric height was determined by differential leveling and
 AG7491.adjusted by the NATIONAL GEODETIC SURVEY
 AG7491.in June 1991.
 AG7491
 AG7491.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7491.GEOID18 height accuracy estimate available here.
 AG7491
 AG7491.This Tidal Bench Mark is designated as VM 6813
 AG7491.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7491
 AG7491.Click photographs - Photos may exist for this station.
 AG7491
 AG7491.The dynamic height is computed by dividing the NAVD 88
 AG7491.geopotential number by the normal gravity value computed on the
 AG7491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7491.degrees latitude (g = 980.6199 gals.).
 AG7491
 AG7491.The modeled gravity was interpolated from observed gravity values.
 AG7491
 AG7491;                    North         East    Units  Estimated Accuracy
 AG7491;SPC FL W     -   397,300.      156,280.      MT  (+/- 180 meters Scaled)
 AG7491
 AG7491_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL578890(NAD 83)
 AG7491
 AG7491                          SUPERSEDED SURVEY CONTROL
 AG7491
 AG7491.No superseded survey control is available for this station.
 AG7491
 AG7491_MARKER: DD = SURVEY DISK
 AG7491_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7491_SP_SET: BULKHEAD
 AG7491_STAMPING: 6668 A 1977
 AG7491_MARK LOGO: NOS
 AG7491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7491+STABILITY: SURFACE MOTION
 AG7491
 AG7491  HISTORY     - Date     Condition        Report By
 AG7491  HISTORY     - 1977     MONUMENTED       NOS
 AG7491  HISTORY     - 1982     GOOD             FLDNR
 AG7491  HISTORY     - 20170422 MARK NOT FOUND   NGS
 AG7491
 AG7491                          STATION DESCRIPTION
 AG7491
 AG7491'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7491'IN TAMPA.
 AG7491'THE MARK IS IN TAMPA, AT HOOKER POINT, IN THE VICINITY OF THE
 AG7491'RICHARD E. KNIGHT PIER AND THE ABANDONED SILOS OF THE ILLINOIS
 AG7491'GRAIN CORPORATION.  THE MARK IS SET IN THE TOP OF THE NORTH
 AG7491'BULKHEAD OF THE NORTH BOAT SLIP, 212 FEET EAST OF THE NORTHWEST CORNER
 AG7491'OF THE BOAT SLIP, 1.2 FEET WEST OF THE 3RD BOAT CLEAT EAST OF THE
 AG7491'NORTHWEST CORNER OF THE BOAT SLIP, AND 57 FEET WEST OF THE
 AG7491'SOUTHWEST CORNER OF AN OLD GRAIN DERRICK.
 AG7491
 AG7491                          STATION RECOVERY (2017)
 AG7491
 AG7491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG7491'MARK NOT FOUND  1 PIER HAS BEEN REMOVED AND THE GRAIN ELEVATOR HAS
 AG7491'BEEN REPLACE WITH AN OIL TANK FARM.
 AG7491'NOTE GOGGLE EARTH HISTORICAL PHOTOS SHOW TRANSFORMATION OF PIER AREA
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7490 ***********************************************************************
 AG7490  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7490  DESIGNATION -  872 6668 B TIDAL
 AG7490  PID         -  AG7490
 AG7490  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7490  COUNTRY     -  US
 AG7490  USGS QUAD   -  TAMPA (2018)
 AG7490
 AG7490                         *CURRENT SURVEY CONTROL
 AG7490  ______________________________________________________________________
 AG7490* NAD 83(1986) POSITION- 27 55 12.     (N) 082 26 37.     (W)   SCALED
 AG7490* NAVD 88 ORTHO HEIGHT -     1.406 (meters)        4.61  (feet) ADJUSTED
 AG7490  ______________________________________________________________________
 AG7490  GEOID HEIGHT    -        -24.989 (meters)                     GEOID18
 AG7490  DYNAMIC HEIGHT  -          1.404 (meters)        4.61  (feet) COMP
 AG7490  MODELED GRAVITY -    979,184.0   (mgal)                       NAVD 88
 AG7490
 AG7490  VERT ORDER      -  SECOND    CLASS I
 AG7490
 AG7490.The horizontal coordinates were scaled from a map and have
 AG7490.an estimated accuracy of +/- 6 seconds.
 AG7490
 AG7490.The orthometric height was determined by differential leveling and
 AG7490.adjusted by the NATIONAL GEODETIC SURVEY
 AG7490.in June 1991.
 AG7490
 AG7490.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7490.GEOID18 height accuracy estimate available here.
 AG7490
 AG7490.This Tidal Bench Mark is designated as VM 6814
 AG7490.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7490
 AG7490.Click photographs - Photos may exist for this station.
 AG7490
 AG7490.The dynamic height is computed by dividing the NAVD 88
 AG7490.geopotential number by the normal gravity value computed on the
 AG7490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7490.degrees latitude (g = 980.6199 gals.).
 AG7490
 AG7490.The modeled gravity was interpolated from observed gravity values.
 AG7490
 AG7490;                    North         East    Units  Estimated Accuracy
 AG7490;SPC FL W     -   397,420.      156,340.      MT  (+/- 180 meters Scaled)
 AG7490
 AG7490_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL579891(NAD 83)
 AG7490
 AG7490                          SUPERSEDED SURVEY CONTROL
 AG7490
 AG7490.No superseded survey control is available for this station.
 AG7490
 AG7490_MARKER: DD = SURVEY DISK
 AG7490_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7490_SP_SET: BULKHEAD
 AG7490_STAMPING: 6668 B 1977
 AG7490_MARK LOGO: NOS
 AG7490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7490+STABILITY: SURFACE MOTION
 AG7490
 AG7490  HISTORY     - Date     Condition        Report By
 AG7490  HISTORY     - 1977     MONUMENTED       NOS
 AG7490  HISTORY     - 1982     GOOD             FLDNR
 AG7490  HISTORY     - 20170422 MARK NOT FOUND   NGS
 AG7490
 AG7490                          STATION DESCRIPTION
 AG7490
 AG7490'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7490'IN TAMPA.
 AG7490'THE MARK IS IN TAMPA, ON HOOKER POINT, IN THE VICINITY OF THE
 AG7490'RICHARD E. KNIGHT PIER AND THE ABANDONED SILOS OF THE ILLINOIS
 AG7490'GRAIN CORPORATION.  THE MARK IS SET IN THE TOP OF THE NORTH
 AG7490'BULKHEAD OF THE NORTH BOAT SLIP, 36 FEET WEST OF THE 6TH BOAT CLEAT
 AG7490'EAST OF THE NORTHWEST CORNER OF THE BOAT SLIP, AND 8 FEET
 AG7490'SOUTHWEST OF THE SOUTHEAST CORNER OF AN ABANDONED TIN BUILDING.
 AG7490
 AG7490                          STATION RECOVERY (2017)
 AG7490
 AG7490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG7490'MARK NOT FOUND  1 PIER HAS BEEN REMOVED AND THE GRAIN ELEVATOR HAS
 AG7490'BEEN REPLACE WITH AN OIL TANK FARM.
 AG7490'NOTE GOGGLE EARTH HISTORICAL PHOTOS SHOW TRANSFORMATION OF PIER AREA
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7489 ***********************************************************************
 AG7489  DESIGNATION -  872 6668 C TIDAL
 AG7489  PID         -  AG7489
 AG7489  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7489  COUNTRY     -  US
 AG7489  USGS QUAD   -  TAMPA (2018)
 AG7489
 AG7489                         *CURRENT SURVEY CONTROL
 AG7489  ______________________________________________________________________
 AG7489* NAD 83(1986) POSITION- 27 55 13.     (N) 082 26 33.     (W)   SCALED
 AG7489* NAVD 88 ORTHO HEIGHT -     1.373 (meters)        4.50  (feet) ADJUSTED
 AG7489  ______________________________________________________________________
 AG7489  GEOID HEIGHT    -        -24.990 (meters)                     GEOID18
 AG7489  DYNAMIC HEIGHT  -          1.371 (meters)        4.50  (feet) COMP
 AG7489  MODELED GRAVITY -    979,184.1   (mgal)                       NAVD 88
 AG7489
 AG7489  VERT ORDER      -  SECOND    CLASS I
 AG7489
 AG7489.The horizontal coordinates were scaled from a map and have
 AG7489.an estimated accuracy of +/- 6 seconds.
 AG7489
 AG7489.The orthometric height was determined by differential leveling and
 AG7489.adjusted by the NATIONAL GEODETIC SURVEY
 AG7489.in June 1991.
 AG7489
 AG7489.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7489.GEOID18 height accuracy estimate available here.
 AG7489
 AG7489.Click photographs - Photos may exist for this station.
 AG7489
 AG7489.The dynamic height is computed by dividing the NAVD 88
 AG7489.geopotential number by the normal gravity value computed on the
 AG7489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7489.degrees latitude (g = 980.6199 gals.).
 AG7489
 AG7489.The modeled gravity was interpolated from observed gravity values.
 AG7489
 AG7489;                    North         East    Units  Estimated Accuracy
 AG7489;SPC FL W     -   397,450.      156,450.      MT  (+/- 180 meters Scaled)
 AG7489
 AG7489_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL580892(NAD 83)
 AG7489
 AG7489                          SUPERSEDED SURVEY CONTROL
 AG7489
 AG7489.No superseded survey control is available for this station.
 AG7489
 AG7489_MARKER: DD = SURVEY DISK
 AG7489_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7489_SP_SET: BULKHEAD
 AG7489_STAMPING: 6668 C 1977
 AG7489_MARK LOGO: NOS
 AG7489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7489+STABILITY: SURFACE MOTION
 AG7489
 AG7489  HISTORY     - Date     Condition        Report By
 AG7489  HISTORY     - 1977     MONUMENTED       NOS
 AG7489  HISTORY     - 1982     GOOD             FLDNR
 AG7489  HISTORY     - 20170422 MARK NOT FOUND   NGS
 AG7489
 AG7489                          STATION DESCRIPTION
 AG7489
 AG7489'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7489'IN TAMPA.
 AG7489'THE MARK IS IN TAMPA, ON HOOKER POINT, IN THE VICINITY OF THE
 AG7489'RICHARD E. KNIGHT PIER AND THE ABANDONED SILOS OF THE ILLINOIS
 AG7489'GRAIN CORPORATION.  THE MARK IS SET IN THE TOP OF THE NORTH
 AG7489'BULKHEAD OF THE NORTH BOAT SLIP, 1.2 FEET EAST OF THE 7TH BOAT CLEAT
 AG7489'EAST OF THE NORTHWEST CORNER OF THE BOAT SLIP, AND 285 FEET WEST OF
 AG7489'THE NORTHEAST CORNER OF THE BOAT SLIP.
 AG7489
 AG7489                          STATION RECOVERY (2017)
 AG7489
 AG7489'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG7489'MARK NOT FOUND  1 PIER HAS BEEN REMOVED AND THE GRAIN ELEVATOR HAS
 AG7489'BEEN REPLACE WITH AN OIL TANK FARM.
 AG7489'NOTE GOGGLE EARTH HISTORICAL PHOTOS SHOW TRANSFORMATION OF PIER AREA
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1544 ***********************************************************************
 DM1544  DESIGNATION -  872 6668 D
 DM1544  PID         -  DM1544
 DM1544  STATE/COUNTY-  FL/HILLSBOROUGH
 DM1544  COUNTRY     -  US
 DM1544  USGS QUAD   -  TAMPA (2018)
 DM1544
 DM1544                         *CURRENT SURVEY CONTROL
 DM1544  ______________________________________________________________________
 DM1544* NAD 83(1986) POSITION- 27 55 30.9    (N) 082 26 27.1    (W)   HD_HELD2
 DM1544* NAVD 88 ORTHO HEIGHT -     1.371 (meters)        4.50  (feet) ADJUSTED
 DM1544  ______________________________________________________________________
 DM1544  GEOID HEIGHT    -        -24.997 (meters)                     GEOID18
 DM1544  DYNAMIC HEIGHT  -          1.369 (meters)        4.49  (feet) COMP
 DM1544  MODELED GRAVITY -    979,184.5   (mgal)                       NAVD 88
 DM1544
 DM1544  VERT ORDER      -  FIRST     CLASS II
 DM1544
 DM1544.The horizontal coordinates were established by autonomous hand held GPS
 DM1544.observations and have an estimated accuracy of +/- 10 meters.
 DM1544
 DM1544.The orthometric height was determined by differential leveling and
 DM1544.adjusted by the NATIONAL GEODETIC SURVEY
 DM1544.in September 2010.
 DM1544
 DM1544.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1544.GEOID18 height accuracy estimate available here.
 DM1544
 DM1544.Click photographs - Photos may exist for this station.
 DM1544
 DM1544.The dynamic height is computed by dividing the NAVD 88
 DM1544.geopotential number by the normal gravity value computed on the
 DM1544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1544.degrees latitude (g = 980.6199 gals.).
 DM1544
 DM1544.The modeled gravity was interpolated from observed gravity values.
 DM1544
 DM1544;                    North         East    Units  Estimated Accuracy
 DM1544;SPC FL W     -   398,004.      156,609.      MT  (+/- 10 meters HH2 GPS)
 DM1544
 DM1544_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5822489756(NAD 83)
 DM1544
 DM1544                          SUPERSEDED SURVEY CONTROL
 DM1544
 DM1544.No superseded survey control is available for this station.
 DM1544
 DM1544_MARKER: DD = SURVEY DISK
 DM1544_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1544_SP_SET: CULVERT HEADWALL
 DM1544_STAMPING: 6668 D 2008
 DM1544_MARK LOGO: FLDEP
 DM1544_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1544_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DM1544_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1544+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2008
 DM1544
 DM1544  HISTORY     - Date     Condition        Report By
 DM1544  HISTORY     - 20081101 MONUMENTED       FLDEP
 DM1544
 DM1544                          STATION DESCRIPTION
 DM1544
 DM1544'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM1544'THE MARK IS NEAR HOOKERS POINT ABOUT 1.9 MI (3.1 KM) SOUTHEAST OF
 DM1544'TAMPA, IN SECTION 30, TOWNSHIP 29 SOUTH, RANGE 19 EAST.
 DM1544'
 DM1544'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 (ADAMO DRIVE)
 DM1544'AND U.S. BUSINESS ROUTE 41 (NORTH 21ST STREET) IN TAMPA, GO SOUTH ON
 DM1544'U.S. BUSINESS ROUTE 41 (NORTH 21ST STREET), BECOMING CAUSEWAY
 DM1544'BOULEVARD FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF MARITIME BOULEVARD ON
 DM1544'THE RIGHT, TURN RIGHT ON MARITIME BOULEVARD AND GO SOUTHWEST FOR 0.2
 DM1544'MI (0.3 KM) TO THE TAMPA PORT AUTHORITY GATE, CONTINUE SOUTHWEST ON
 DM1544'MARITIME BOULEVARD FOR 0.8 MI (1.3 KM) TO THE JUNCTION OF SHORELINE
 DM1544'AVENUE ON THE RIGHT AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF
 DM1544'A CONCRETE CULVERT HEADWALL ABOUT 0.5 FT (0.2 M) BELOW THE LEVEL OF
 DM1544'MARITIME BOULEVARD.
 DM1544'
 DM1544'LOCATED 72.0 FT (21.9 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DM1544'MARITIME BOULEVARD, 67.0 FT (20.4 M) NORTH OF THE APPROXIMATE EXTENDED
 DM1544'CENTERLINE OF SHORELINE AVENUE, 25.0 FT (7.6 M) EAST OF THE
 DM1544'APPROXIMATE CENTERLINE OF AN ENTRANCE ROAD TO THE HOWARD CURREN WASTE
 DM1544'WATER TREATMENT PLANT, 7.8 FT (2.4 M) NORTH OF A CARSONITE WITNESS
 DM1544'POST, 7.3 FT (2.2 M) NORTH OF A POWER POLE NUMBER 019162 AND 5.9 FT
 DM1544'(1.8 M) SOUTH OF THE NORTH END OF A CULVERT HEADWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1543 ***********************************************************************
 DM1543  DESIGNATION -  872 6668 E
 DM1543  PID         -  DM1543
 DM1543  STATE/COUNTY-  FL/HILLSBOROUGH
 DM1543  COUNTRY     -  US
 DM1543  USGS QUAD   -  TAMPA (2018)
 DM1543
 DM1543                         *CURRENT SURVEY CONTROL
 DM1543  ______________________________________________________________________
 DM1543* NAD 83(1986) POSITION- 27 55 51.9    (N) 082 26 28.0    (W)   HD_HELD2
 DM1543* NAVD 88 ORTHO HEIGHT -     2.134 (meters)        7.00  (feet) ADJUSTED
 DM1543  ______________________________________________________________________
 DM1543  GEOID HEIGHT    -        -25.003 (meters)                     GEOID18
 DM1543  DYNAMIC HEIGHT  -          2.131 (meters)        6.99  (feet) COMP
 DM1543  MODELED GRAVITY -    979,185.2   (mgal)                       NAVD 88
 DM1543
 DM1543  VERT ORDER      -  FIRST     CLASS II
 DM1543
 DM1543.The horizontal coordinates were established by autonomous hand held GPS
 DM1543.observations and have an estimated accuracy of +/- 10 meters.
 DM1543
 DM1543.The orthometric height was determined by differential leveling and
 DM1543.adjusted by the NATIONAL GEODETIC SURVEY
 DM1543.in September 2010.
 DM1543
 DM1543.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1543.GEOID18 height accuracy estimate available here.
 DM1543
 DM1543.Click photographs - Photos may exist for this station.
 DM1543
 DM1543.The dynamic height is computed by dividing the NAVD 88
 DM1543.geopotential number by the normal gravity value computed on the
 DM1543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1543.degrees latitude (g = 980.6199 gals.).
 DM1543
 DM1543.The modeled gravity was interpolated from observed gravity values.
 DM1543
 DM1543;                    North         East    Units  Estimated Accuracy
 DM1543;SPC FL W     -   398,650.      156,586.      MT  (+/- 10 meters HH2 GPS)
 DM1543
 DM1543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5820790403(NAD 83)
 DM1543
 DM1543                          SUPERSEDED SURVEY CONTROL
 DM1543
 DM1543.No superseded survey control is available for this station.
 DM1543
 DM1543_MARKER: DD = SURVEY DISK
 DM1543_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1543_SP_SET: CULVERT HEADWALL
 DM1543_STAMPING: 6668 E 2008
 DM1543_MARK LOGO: FLDEP
 DM1543_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1543+STABILITY: SURFACE MOTION
 DM1543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1543+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2008
 DM1543
 DM1543  HISTORY     - Date     Condition        Report By
 DM1543  HISTORY     - 20081101 MONUMENTED       FLDEP
 DM1543
 DM1543                          STATION DESCRIPTION
 DM1543
 DM1543'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM1543'THE MARK IS NEAR HOOKERS POINT ABOUT 1.5 MI (2.4 KM) SOUTHEAST OF
 DM1543'TAMPA, IN SECTION 30, TOWNSHIP 29 SOUTH, RANGE 19 EAST.
 DM1543'
 DM1543'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 60 (ADAMO DRIVE)
 DM1543'AND U.S. BUSINESS ROUTE 41 (NORTH 21ST STREET) IN TAMPA, GO SOUTH ON
 DM1543'U.S. BUSINESS ROUTE 41 (NORTH 21ST STREET), BECOMING CAUSEWAY
 DM1543'BOULEVARD FOR 1.3 MI (2.1 KM) TO THE JUNCTION OF MARITIME BOULEVARD ON
 DM1543'THE RIGHT.  TURN RIGHT ON MARITIME BOULEVARD AND GO SOUTHWEST FOR 0.2
 DM1543'MI (0.3 KM) TO THE TAMPA PORT AUTHORITY GATE.  CONTINUE SOUTHWEST ON
 DM1543'MARITIME BOULEVARD FOR 0.35 MI (0.6 KM) TO THE JUNCTION OF EASTPORT
 DM1543'DRIVE ON THE LEFT AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A
 DM1543'CONCRETE CULVERT HEADWALL LEVEL WITH MARITIME BOULEVARD.
 DM1543'
 DM1543'LOCATED 36.0 FT (11.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DM1543'EASTPORT DRIVE, 33.0 FT (10.1 M) EAST OF THE APPROXIMATE CENTERLINE OF
 DM1543'MARITIME BOULEVARD, 15.1 FT (4.6 M) WEST OF THE WEST RAIL OF A RAILWAY
 DM1543'CROSSING, 8.7 FT (2.7 M) NORTHEAST OF A POWER POLE NUMBER 011224 AND
 DM1543'1.0 FT (0.3 M) NORTHWEST OF A CARSONITE WITNESS POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7499 ***********************************************************************
 AG7499  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7499  DESIGNATION -  872 6685 A
 AG7499  PID         -  AG7499
 AG7499  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7499  COUNTRY     -  US
 AG7499  USGS QUAD   -  TAMPA (2018)
 AG7499
 AG7499                         *CURRENT SURVEY CONTROL
 AG7499  ______________________________________________________________________
 AG7499* NAD 83(1986) POSITION- 27 56 04.     (N) 082 25 57.     (W)   SCALED
 AG7499* NAVD 88 ORTHO HEIGHT -     0.943 (meters)        3.09  (feet) ADJUSTED
 AG7499  ______________________________________________________________________
 AG7499  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 AG7499  DYNAMIC HEIGHT  -          0.941 (meters)        3.09  (feet) COMP
 AG7499  MODELED GRAVITY -    979,185.5   (mgal)                       NAVD 88
 AG7499
 AG7499  VERT ORDER      -  SECOND    CLASS I
 AG7499
 AG7499.The horizontal coordinates were scaled from a map and have
 AG7499.an estimated accuracy of +/- 6 seconds.
 AG7499
 AG7499.The orthometric height was determined by differential leveling and
 AG7499.adjusted by the NATIONAL GEODETIC SURVEY
 AG7499.in June 1991.
 AG7499
 AG7499.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7499.GEOID18 height accuracy estimate available here.
 AG7499
 AG7499.This Tidal Bench Mark is designated as VM 7493
 AG7499.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7499
 AG7499.Click photographs - Photos may exist for this station.
 AG7499
 AG7499.The dynamic height is computed by dividing the NAVD 88
 AG7499.geopotential number by the normal gravity value computed on the
 AG7499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7499.degrees latitude (g = 980.6199 gals.).
 AG7499
 AG7499.The modeled gravity was interpolated from observed gravity values.
 AG7499
 AG7499;                    North         East    Units  Estimated Accuracy
 AG7499;SPC FL W     -   399,020.      157,440.      MT  (+/- 180 meters Scaled)
 AG7499
 AG7499_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL590907(NAD 83)
 AG7499
 AG7499                          SUPERSEDED SURVEY CONTROL
 AG7499
 AG7499.No superseded survey control is available for this station.
 AG7499
 AG7499_MARKER: DD = SURVEY DISK
 AG7499_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7499_SP_SET: SEAWALL
 AG7499_STAMPING: 6685 A 1977
 AG7499_MARK LOGO: NOS
 AG7499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7499+STABILITY: SURFACE MOTION
 AG7499
 AG7499  HISTORY     - Date     Condition        Report By
 AG7499  HISTORY     - 1977     MONUMENTED       NOS
 AG7499  HISTORY     - 1982     GOOD             FLDNR
 AG7499  HISTORY     - 20030927 GOOD             USPSQD
 AG7499  HISTORY     - 20080903 MARK NOT FOUND   FLDEP
 AG7499
 AG7499                          STATION DESCRIPTION
 AG7499
 AG7499'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7499'IN TAMPA.
 AG7499'THE MARK IS IN TAMPA NEAR THE NORTHWEST END OF THE 22ND STREET
 AG7499'CAUSEWAY BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY.  THE MARK BEARS
 AG7499'58 FEET NORTHEAST OF THE NORTH CORNER OF THE NORTHBOUND BRIDGE, AND
 AG7499'1.3 FEET NORTHWEST OF THE SOUTHEAST CORNER OF THE NORTHEAST
 AG7499'SEAWALL.
 AG7499'THE MARK IS 15 FT BELOW ROAD.
 AG7499
 AG7499                          STATION RECOVERY (2003)
 AG7499
 AG7499'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7499'RECOVERED IN GOOD CONDITION.
 AG7499
 AG7499                          STATION RECOVERY (2008)
 AG7499
 AG7499'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7499'NOT RECOVERED.  NOTE--THE DISK HAS BEEN PRIED OFF OF ITS STEM.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7498 ***********************************************************************
 AG7498  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7498  DESIGNATION -  872 6685 B
 AG7498  PID         -  AG7498
 AG7498  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7498  COUNTRY     -  US
 AG7498  USGS QUAD   -  TAMPA (2018)
 AG7498
 AG7498                         *CURRENT SURVEY CONTROL
 AG7498  ______________________________________________________________________
 AG7498* NAD 83(1986) POSITION- 27 56 08.1    (N) 082 25 59.6    (W)   HD_HELD2
 AG7498* NAVD 88 ORTHO HEIGHT -     0.931 (meters)        3.05  (feet) ADJUSTED
 AG7498  ______________________________________________________________________
 AG7498  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 AG7498  DYNAMIC HEIGHT  -          0.929 (meters)        3.05  (feet) COMP
 AG7498  MODELED GRAVITY -    979,185.6   (mgal)                       NAVD 88
 AG7498
 AG7498  VERT ORDER      -  FIRST     CLASS II
 AG7498
 AG7498.The horizontal coordinates were established by autonomous hand held GPS
 AG7498.observations and have an estimated accuracy of +/- 10 meters.
 AG7498
 AG7498.The orthometric height was determined by differential leveling and
 AG7498.adjusted by the NATIONAL GEODETIC SURVEY
 AG7498.in September 2010.
 AG7498
 AG7498.No vertical observational check was made to the station.
 AG7498
 AG7498.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7498.GEOID18 height accuracy estimate available here.
 AG7498
 AG7498.This Tidal Bench Mark is designated as VM 7494
 AG7498.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7498
 AG7498.Click photographs - Photos may exist for this station.
 AG7498
 AG7498.The dynamic height is computed by dividing the NAVD 88
 AG7498.geopotential number by the normal gravity value computed on the
 AG7498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7498.degrees latitude (g = 980.6199 gals.).
 AG7498
 AG7498.The modeled gravity was interpolated from observed gravity values.
 AG7498
 AG7498;                    North         East    Units  Estimated Accuracy
 AG7498;SPC FL W     -   399,146.      157,364.      MT  (+/- 10 meters HH2 GPS)
 AG7498
 AG7498_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5898990892(NAD 83)
 AG7498
 AG7498                          SUPERSEDED SURVEY CONTROL
 AG7498
 AG7498  NAVD 88 (06/15/91)    0.954  (m)            3.13   (f) SUPERSEDED  2 1
 AG7498
 AG7498.Superseded values are not recommended for survey control.
 AG7498
 AG7498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7498.See file dsdata.pdf to determine how the superseded data were derived.
 AG7498
 AG7498_MARKER: DD = SURVEY DISK
 AG7498_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7498_SP_SET: SEAWALL
 AG7498_STAMPING: 6685 B 1977
 AG7498_MARK LOGO: NOS
 AG7498_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7498+STABILITY: SURFACE MOTION
 AG7498_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7498+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2008
 AG7498
 AG7498  HISTORY     - Date     Condition        Report By
 AG7498  HISTORY     - 1977     MONUMENTED       NOS
 AG7498  HISTORY     - 1982     GOOD             FLDNR
 AG7498  HISTORY     - 20030927 GOOD             USPSQD
 AG7498  HISTORY     - 20080903 GOOD             FLDEP
 AG7498
 AG7498                          STATION DESCRIPTION
 AG7498
 AG7498'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7498'IN TAMPA.
 AG7498'THE MARK IS IN TAMPA NEAR THE NORTHWEST END OF THE 22ND STREET
 AG7498'CAUSEWAY BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY.  THE MARK IS SET
 AG7498'IN THE TOP OF THE BRIDGE SEAWALL ON THE NORTHEAST SIDE OF THE ROAD,
 AG7498'77 FEET NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND LANE, AND 0.9
 AG7498'FOOT SOUTHEAST OF THE NORTHWEST END OF THE SEAWALL.
 AG7498'THE MARK IS 4 FT BELOW ROAD.
 AG7498
 AG7498                          STATION RECOVERY (2003)
 AG7498
 AG7498'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7498'RECOVERED IN GOOD CONDITION.
 AG7498
 AG7498                          STATION RECOVERY (2008)
 AG7498
 AG7498'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7498'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7497 ***********************************************************************
 AG7497  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7497  DESIGNATION -  872 6685 C
 AG7497  PID         -  AG7497
 AG7497  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7497  COUNTRY     -  US
 AG7497  USGS QUAD   -  TAMPA (2018)
 AG7497
 AG7497                         *CURRENT SURVEY CONTROL
 AG7497  ______________________________________________________________________
 AG7497* NAD 83(1986) POSITION- 27 56 11.     (N) 082 26 02.     (W)   SCALED
 AG7497* NAVD 88 ORTHO HEIGHT -     1.029 (meters)        3.38  (feet) ADJUSTED
 AG7497  ______________________________________________________________________
 AG7497  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 AG7497  DYNAMIC HEIGHT  -          1.027 (meters)        3.37  (feet) COMP
 AG7497  MODELED GRAVITY -    979,185.7   (mgal)                       NAVD 88
 AG7497
 AG7497  VERT ORDER      -  SECOND    CLASS I
 AG7497
 AG7497.The horizontal coordinates were scaled from a map and have
 AG7497.an estimated accuracy of +/- 6 seconds.
 AG7497
 AG7497.The orthometric height was determined by differential leveling and
 AG7497.adjusted by the NATIONAL GEODETIC SURVEY
 AG7497.in June 1991.
 AG7497
 AG7497.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7497.GEOID18 height accuracy estimate available here.
 AG7497
 AG7497.This Tidal Bench Mark is designated as VM 7495
 AG7497.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7497
 AG7497.Click photographs - Photos may exist for this station.
 AG7497
 AG7497.The dynamic height is computed by dividing the NAVD 88
 AG7497.geopotential number by the normal gravity value computed on the
 AG7497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7497.degrees latitude (g = 980.6199 gals.).
 AG7497
 AG7497.The modeled gravity was interpolated from observed gravity values.
 AG7497
 AG7497;                    North         East    Units  Estimated Accuracy
 AG7497;SPC FL W     -   399,240.      157,300.      MT  (+/- 180 meters Scaled)
 AG7497
 AG7497_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL589909(NAD 83)
 AG7497
 AG7497                          SUPERSEDED SURVEY CONTROL
 AG7497
 AG7497.No superseded survey control is available for this station.
 AG7497
 AG7497_MARKER: DD = SURVEY DISK
 AG7497_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7497_SP_SET: CULVERT HEADWALL
 AG7497_STAMPING: 6685 C 1977
 AG7497_MARK LOGO: NOS
 AG7497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7497+STABILITY: SURFACE MOTION
 AG7497
 AG7497  HISTORY     - Date     Condition        Report By
 AG7497  HISTORY     - 1977     MONUMENTED       NOS
 AG7497  HISTORY     - 1982     GOOD             FLDNR
 AG7497  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 AG7497  HISTORY     - 20080903 MARK NOT FOUND   FLDEP
 AG7497
 AG7497                          STATION DESCRIPTION
 AG7497
 AG7497'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7497'IN TAMPA.
 AG7497'THE MARK IS IN TAMPA NEAR THE NORTHWEST END OF THE 22ND STREET
 AG7497'CAUSEWAY BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY.  THE MARK IS
 AG7497'ABOUT 0.1 MILE NORTH OF THE BRIDGE, 36 FEET NORTHEAST OF THE
 AG7497'CENTERLINE OF THE NORTHBOUND LANE, 7 FEET NORTHWEST OF THE
 AG7497'SOUTHEAST END OF THE CULVERT HEADWALL, AND 7 FEET SOUTHEAST OF THE
 AG7497'NORTHWEST END OF THE HEADWALL.
 AG7497'THE MARK IS 2 FT BELOW ROAD.
 AG7497
 AG7497                          STATION RECOVERY (2003)
 AG7497
 AG7497'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7497'MARK NOT FOUND. SITE LOCATED.  U.S. HWY BUSINESS 41 HAS BEEN
 AG7497'RECONSTRUCTED. THE NEW CULVERT AT THE SITE WAS INSTALLED WITH NO MARK.
 AG7497'
 AG7497
 AG7497                          STATION RECOVERY (2008)
 AG7497
 AG7497'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7497'NOT RECOVERED.  NOTE--THE STRUCTURE INTO WHICH THE MARK WAS SET HAS
 AG7497'BEEN REPLACED WITH A NEW CULVERT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7501 ***********************************************************************
 AG7501  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7501  DESIGNATION -  872 6685 D
 AG7501  PID         -  AG7501
 AG7501  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7501  COUNTRY     -  US
 AG7501  USGS QUAD   -  TAMPA (2018)
 AG7501
 AG7501                         *CURRENT SURVEY CONTROL
 AG7501  ______________________________________________________________________
 AG7501* NAD 83(1986) POSITION- 27 56 05.84   (N) 082 25 57.92   (W)   HD_HELD1
 AG7501* NAVD 88 ORTHO HEIGHT -     6.960 (meters)       22.83  (feet) ADJUSTED
 AG7501  ______________________________________________________________________
 AG7501  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 AG7501  DYNAMIC HEIGHT  -          6.950 (meters)       22.80  (feet) COMP
 AG7501  MODELED GRAVITY -    979,185.5   (mgal)                       NAVD 88
 AG7501
 AG7501  VERT ORDER      -  FIRST     CLASS II
 AG7501
 AG7501.The horizontal coordinates were determined by differentially corrected
 AG7501.hand held GPS observations or other comparable positioning techniques
 AG7501.and have an estimated accuracy of +/- 3 meters.
 AG7501
 AG7501.The orthometric height was determined by differential leveling and
 AG7501.adjusted by the NATIONAL GEODETIC SURVEY
 AG7501.in September 2010.
 AG7501
 AG7501.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7501.GEOID18 height accuracy estimate available here.
 AG7501
 AG7501.This Tidal Bench Mark is designated as VM 7496
 AG7501.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7501
 AG7501.Click photographs - Photos may exist for this station.
 AG7501
 AG7501.The dynamic height is computed by dividing the NAVD 88
 AG7501.geopotential number by the normal gravity value computed on the
 AG7501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7501.degrees latitude (g = 980.6199 gals.).
 AG7501
 AG7501.The modeled gravity was interpolated from observed gravity values.
 AG7501
 AG7501;                    North         East    Units  Estimated Accuracy
 AG7501;SPC FL W     -   399,076.6     157,410.1     MT  (+/- 3 meters HH1 GPS) 
 AG7501
 AG7501_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5903590822(NAD 83)
 AG7501
 AG7501                          SUPERSEDED SURVEY CONTROL
 AG7501
 AG7501  NAVD 88 (06/15/91)    6.967  (m)           22.86   (f) SUPERSEDED  2 1
 AG7501
 AG7501.Superseded values are not recommended for survey control.
 AG7501
 AG7501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7501.See file dsdata.pdf to determine how the superseded data were derived.
 AG7501
 AG7501_MARKER: DD = SURVEY DISK
 AG7501_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7501_SP_SET: BRIDGE RAIL
 AG7501_STAMPING: 6685 D
 AG7501_MARK LOGO: FLDT
 AG7501_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7501+SATELLITE: SATELLITE OBSERVATIONS - August 20, 2012
 AG7501
 AG7501  HISTORY     - Date     Condition        Report By
 AG7501  HISTORY     - UNK      MONUMENTED       FLDT
 AG7501  HISTORY     - 1982     GOOD             FLDNR
 AG7501  HISTORY     - 20030927 GOOD             USPSQD
 AG7501  HISTORY     - 20070215 GOOD             FL-057
 AG7501  HISTORY     - 20080903 GOOD             FLDEP
 AG7501  HISTORY     - 20120820 GOOD             ELENGR
 AG7501
 AG7501                          STATION DESCRIPTION
 AG7501
 AG7501'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7501'IN TAMPA.
 AG7501'THE MARK IS IN TAMPA NEAR THE NORTHWEST END OF THE 22ND STREET
 AG7501'CAUSEWAY BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY.  THE MARK IS SET
 AG7501'IN THE NORTH CORNER OF THE NORTHBOUND BRIDGE, 22.5 FEET NORTHEAST
 AG7501'OF THE CENTERLINE OF THE NORTHBOUND LANE, AND 5.5 FEET SOUTHEAST OF
 AG7501'THE NORTHWEST END OF THE BRIDGE RAIL.  THE MARK WAS STAMPED BY
 AG7501'FLDNR.
 AG7501'THE MARK IS 3 FT ABOVE ROAD.
 AG7501
 AG7501                          STATION RECOVERY (2003)
 AG7501
 AG7501'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7501'RECOVERED IN GOOD CONDITION.
 AG7501
 AG7501                          STATION RECOVERY (2007)
 AG7501
 AG7501'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2007 (JG)
 AG7501'RECOVERED IN GOOD CONDITION.
 AG7501
 AG7501                          STATION RECOVERY (2008)
 AG7501
 AG7501'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7501'RECOVERED AS DESCRIBED.
 AG7501
 AG7501                          STATION RECOVERY (2012)
 AG7501
 AG7501'RECOVERY NOTE BY ELEMENT ENGINEERING GROUP 2012 (DKT)
 AG7501'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7500 ***********************************************************************
 AG7500  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7500  DESIGNATION -  872 6685 E
 AG7500  PID         -  AG7500
 AG7500  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7500  COUNTRY     -  US
 AG7500  USGS QUAD   -  TAMPA (2018)
 AG7500
 AG7500                         *CURRENT SURVEY CONTROL
 AG7500  ______________________________________________________________________
 AG7500* NAD 83(1986) POSITION- 27 56 05.1    (N) 082 25 58.7    (W)   HD_HELD2
 AG7500* NAVD 88 ORTHO HEIGHT -     6.890 (meters)       22.60  (feet) ADJUSTED
 AG7500  ______________________________________________________________________
 AG7500  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 AG7500  DYNAMIC HEIGHT  -          6.880 (meters)       22.57  (feet) COMP
 AG7500  MODELED GRAVITY -    979,185.5   (mgal)                       NAVD 88
 AG7500
 AG7500  VERT ORDER      -  FIRST     CLASS II
 AG7500
 AG7500.The horizontal coordinates were established by autonomous hand held GPS
 AG7500.observations and have an estimated accuracy of +/- 10 meters.
 AG7500
 AG7500.The orthometric height was determined by differential leveling and
 AG7500.adjusted by the NATIONAL GEODETIC SURVEY
 AG7500.in September 2010.
 AG7500
 AG7500.No vertical observational check was made to the station.
 AG7500
 AG7500.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7500.GEOID18 height accuracy estimate available here.
 AG7500
 AG7500.This Tidal Bench Mark is designated as VM 7497
 AG7500.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7500
 AG7500.Click photographs - Photos may exist for this station.
 AG7500
 AG7500.The dynamic height is computed by dividing the NAVD 88
 AG7500.geopotential number by the normal gravity value computed on the
 AG7500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7500.degrees latitude (g = 980.6199 gals.).
 AG7500
 AG7500.The modeled gravity was interpolated from observed gravity values.
 AG7500
 AG7500;                    North         East    Units  Estimated Accuracy
 AG7500;SPC FL W     -   399,054.      157,389.      MT  (+/- 10 meters HH2 GPS)
 AG7500
 AG7500_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5901390800(NAD 83)
 AG7500
 AG7500                          SUPERSEDED SURVEY CONTROL
 AG7500
 AG7500  NAVD 88 (06/15/91)    6.897  (m)           22.63   (f) SUPERSEDED  2 1
 AG7500
 AG7500.Superseded values are not recommended for survey control.
 AG7500
 AG7500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7500.See file dsdata.pdf to determine how the superseded data were derived.
 AG7500
 AG7500_MARKER: DD = SURVEY DISK
 AG7500_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7500_SP_SET: BRIDGE RAIL
 AG7500_STAMPING: 6685 E
 AG7500_MARK LOGO: FLDT
 AG7500_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7500_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7500_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7500+SATELLITE: SATELLITE OBSERVATIONS - September 03, 2008
 AG7500
 AG7500  HISTORY     - Date     Condition        Report By
 AG7500  HISTORY     - UNK      MONUMENTED       FLDT
 AG7500  HISTORY     - 1982     GOOD             FLDNR
 AG7500  HISTORY     - 20030927 GOOD             USPSQD
 AG7500  HISTORY     - 20070215 GOOD             FL-057
 AG7500  HISTORY     - 20080903 GOOD             FLDEP
 AG7500
 AG7500                          STATION DESCRIPTION
 AG7500
 AG7500'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7500'IN TAMPA.
 AG7500'THE MARK IS IN TAMPA NEAR THE NORTHWEST END OF THE 22ND STREET
 AG7500'CAUSEWAY BRIDGE (U.S. BUSINESS 41) OVER MCKAY BAY.  THE MARK IS AT
 AG7500'THE WEST CORNER OF THE SOUTHBOUND BRIDGE, 22.5 FEET SOUTHWEST OF
 AG7500'THE CENTERLINE OF THE SOUTHBOUND LANE, AND 5.5 FEET SOUTHEAST OF
 AG7500'THE NORTHWEST END OF THE BRIDGE RAILING.  THE MARK WAS STAMPED BY
 AG7500'FLDNR.
 AG7500'THE MARK IS 3 FT ABOVE ROAD.
 AG7500
 AG7500                          STATION RECOVERY (2003)
 AG7500
 AG7500'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7500'RECOVERED IN GOOD CONDITION.
 AG7500
 AG7500                          STATION RECOVERY (2007)
 AG7500
 AG7500'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2007 (JG)
 AG7500'RECOVERED IN GOOD CONDITION.
 AG7500
 AG7500                          STATION RECOVERY (2008)
 AG7500
 AG7500'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7500'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1519 ***********************************************************************
 DM1519  DESIGNATION -  872 6685 F
 DM1519  PID         -  DM1519
 DM1519  STATE/COUNTY-  FL/HILLSBOROUGH
 DM1519  COUNTRY     -  US
 DM1519  USGS QUAD   -  TAMPA (2018)
 DM1519
 DM1519                         *CURRENT SURVEY CONTROL
 DM1519  ______________________________________________________________________
 DM1519* NAD 83(1986) POSITION- 27 56 06.13   (N) 082 25 57.40   (W)   HD_HELD1
 DM1519* NAVD 88 ORTHO HEIGHT -     0.923 (meters)        3.03  (feet) ADJUSTED
 DM1519  ______________________________________________________________________
 DM1519  GEOID HEIGHT    -        -25.015 (meters)                     GEOID18
 DM1519  DYNAMIC HEIGHT  -          0.921 (meters)        3.02  (feet) COMP
 DM1519  MODELED GRAVITY -    979,185.5   (mgal)                       NAVD 88
 DM1519
 DM1519  VERT ORDER      -  FIRST     CLASS II
 DM1519
 DM1519.The horizontal coordinates were determined by differentially corrected
 DM1519.hand held GPS observations or other comparable positioning techniques
 DM1519.and have an estimated accuracy of +/- 3 meters.
 DM1519
 DM1519.The orthometric height was determined by differential leveling and
 DM1519.adjusted by the NATIONAL GEODETIC SURVEY
 DM1519.in September 2010.
 DM1519
 DM1519.No vertical observational check was made to the station.
 DM1519
 DM1519.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1519.GEOID18 height accuracy estimate available here.
 DM1519
 DM1519.Click photographs - Photos may exist for this station.
 DM1519
 DM1519.The dynamic height is computed by dividing the NAVD 88
 DM1519.geopotential number by the normal gravity value computed on the
 DM1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1519.degrees latitude (g = 980.6199 gals.).
 DM1519
 DM1519.The modeled gravity was interpolated from observed gravity values.
 DM1519
 DM1519;                    North         East    Units  Estimated Accuracy
 DM1519;SPC FL W     -   399,085.5     157,424.3     MT  (+/- 3 meters HH1 GPS) 
 DM1519
 DM1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5904990831(NAD 83)
 DM1519
 DM1519                          SUPERSEDED SURVEY CONTROL
 DM1519
 DM1519.No superseded survey control is available for this station.
 DM1519
 DM1519_MARKER: DD = SURVEY DISK
 DM1519_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1519_SP_SET: SEAWALL
 DM1519_STAMPING: 6685 F 2008
 DM1519_MARK LOGO: FLDEP
 DM1519_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1519+STABILITY: SURFACE MOTION
 DM1519_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1519+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2008
 DM1519
 DM1519  HISTORY     - Date     Condition        Report By
 DM1519  HISTORY     - 20080903 MONUMENTED       FLDEP
 DM1519  HISTORY     - 20081101 GOOD             FLDEP
 DM1519  HISTORY     - 20120820 GOOD             ELENGR
 DM1519
 DM1519                          STATION DESCRIPTION
 DM1519
 DM1519'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM1519'THE MARK IS IN TAMPA, IN SECTION 29, TOWNSHIP 29 SOUTH, RANGE 19 EAST.
 DM1519'TO REACH FROM THE INTERSECTION OF INTERSECTION OF STATE ROAD 60 (ADAMO
 DM1519'DRIVE) AND U.S. BUSINESS ROUTE 41 (NORTH 21ST STREET) IN TAMPA, GO
 DM1519'SOUTH ON U.S. BUSINESS ROUTE 41 (NORTH 21ST STREET), TURNS INTO
 DM1519'CAUSEWAY BOULEVARD FOR 1.5 MI (2.4 KM) TO THE BRIDGE OVER MCKAY BAY
 DM1519'AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE EASTERN SEAWALL
 DM1519'ABOUT 15.0 FT (4.6 M) BELOW THE LEVEL OF CAUSEWAY BOULEVARD.
 DM1519'
 DM1519'LOCATED 148.8 FT (45.4 M) SOUTHEAST OF A LARGE METAL FLORIDA
 DM1519'DEPARTMENT OF TRANSPORTATION ROAD SIGN READING PORT OF TAMPA, 59.2 FT
 DM1519'(18.0 M) NORTH-NORTHEAST OF THE NORTHEAST CONCRETE BRIDGE COLUMN, 56.0
 DM1519'FT (17.1 M) NORTHEAST OF THE CAUSEWAY BRIDGE AND 1.5 FT (0.5 M)
 DM1519'SOUTHWEST OF A 45-DEGREE CONCRETE SEAWALL CORNER.
 DM1519
 DM1519                          STATION RECOVERY (2008)
 DM1519
 DM1519'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 DM1519'RECOVERED AS DESCRIBED.
 DM1519
 DM1519                          STATION RECOVERY (2012)
 DM1519
 DM1519'RECOVERY NOTE BY ELEMENT ENGINEERING GROUP 2012 (DKT)
 DM1519'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7509 ***********************************************************************
 AG7509  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7509  DESIGNATION -  872 6686 A TIDAL
 AG7509  PID         -  AG7509
 AG7509  STATE/COUNTY-  FL/PINELLAS
 AG7509  COUNTRY     -  US
 AG7509  USGS QUAD   -  CLEARWATER (2018)
 AG7509
 AG7509                         *CURRENT SURVEY CONTROL
 AG7509  ______________________________________________________________________
 AG7509* NAD 83(1986) POSITION- 27 56 10.     (N) 082 50 22.     (W)   SCALED
 AG7509* NAVD 88 ORTHO HEIGHT -     1.315 (meters)        4.31  (feet) ADJUSTED
 AG7509  ______________________________________________________________________
 AG7509  GEOID HEIGHT    -        -24.534 (meters)                     GEOID18
 AG7509  DYNAMIC HEIGHT  -          1.313 (meters)        4.31  (feet) COMP
 AG7509  MODELED GRAVITY -    979,188.4   (mgal)                       NAVD 88
 AG7509
 AG7509  VERT ORDER      -  SECOND    CLASS I
 AG7509
 AG7509.The horizontal coordinates were scaled from a map and have
 AG7509.an estimated accuracy of +/- 6 seconds.
 AG7509
 AG7509.The orthometric height was determined by differential leveling and
 AG7509.adjusted by the NATIONAL GEODETIC SURVEY
 AG7509.in June 1991.
 AG7509
 AG7509.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7509.GEOID18 height accuracy estimate available here.
 AG7509
 AG7509.This Tidal Bench Mark is designated as VM 7499
 AG7509.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7509
 AG7509.Click photographs - Photos may exist for this station.
 AG7509
 AG7509.The dynamic height is computed by dividing the NAVD 88
 AG7509.geopotential number by the normal gravity value computed on the
 AG7509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7509.degrees latitude (g = 980.6199 gals.).
 AG7509
 AG7509.The modeled gravity was interpolated from observed gravity values.
 AG7509
 AG7509;                    North         East    Units  Estimated Accuracy
 AG7509;SPC FL W     -   399,410.      117,390.      MT  (+/- 180 meters Scaled)
 AG7509
 AG7509_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL190914(NAD 83)
 AG7509
 AG7509                          SUPERSEDED SURVEY CONTROL
 AG7509
 AG7509  NGVD 29 (??/??/92)    1.578  (m)            5.18   (f) ADJ UNCH    2 1
 AG7509
 AG7509.Superseded values are not recommended for survey control.
 AG7509
 AG7509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7509.See file dsdata.pdf to determine how the superseded data were derived.
 AG7509
 AG7509_MARKER: DD = SURVEY DISK
 AG7509_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7509_STAMPING: 6686 A 1976
 AG7509_MARK LOGO: NOS
 AG7509_PROJECTION: RECESSED 20 CENTIMETERS
 AG7509_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7509_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7509_ROD/PIPE-DEPTH: 12.2 meters
 AG7509
 AG7509  HISTORY     - Date     Condition        Report By
 AG7509  HISTORY     - 1976     MONUMENTED       NOS
 AG7509  HISTORY     - 1982     GOOD             FLDNR
 AG7509  HISTORY     - 19960205 MARK NOT FOUND   USPSQD
 AG7509
 AG7509                          STATION DESCRIPTION
 AG7509
 AG7509'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7509'IN BELLEAIR BEACH.
 AG7509'BEGIN AT THE JUNCTION OF STATE ROAD 686 (BELLEAIR CAUSEWAY
 AG7509'BOULEVARD) WITH STATE ROAD 699 (GULF BOULEVARD), GO 1.3 MILES NORTH
 AG7509'ON GULF BOULEVARD TO THE MARK.  THE MARK BEARS 36 FEET EAST OF THE
 AG7509'CENTERLINE OF GULF BOULEVARD, 69.7 FEET WEST OF THE NORTHWEST
 AG7509'CORNER OF THE OFFICE FOR THE BELLEAIR BEACH YACHT CLUB, 39 FEET
 AG7509'NORTH OF THE CENTERLINE OF THE ENTRANCE DRIVE, AND 1.6 FEET WEST OF
 AG7509'POWER POLE 3523 WITH WITNESS SIGN ATTACHED.
 AG7509
 AG7509                          STATION RECOVERY (1996)
 AG7509
 AG7509'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7509'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7508 ***********************************************************************
 AG7508  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7508  DESIGNATION -  872 6686 B TIDAL
 AG7508  PID         -  AG7508
 AG7508  STATE/COUNTY-  FL/PINELLAS
 AG7508  COUNTRY     -  US
 AG7508  USGS QUAD   -  CLEARWATER (2018)
 AG7508
 AG7508                         *CURRENT SURVEY CONTROL
 AG7508  ______________________________________________________________________
 AG7508* NAD 83(1986) POSITION- 27 56 14.     (N) 082 50 22.     (W)   SCALED
 AG7508* NAVD 88 ORTHO HEIGHT -     1.714 (meters)        5.62  (feet) ADJUSTED
 AG7508  ______________________________________________________________________
 AG7508  GEOID HEIGHT    -        -24.536 (meters)                     GEOID18
 AG7508  DYNAMIC HEIGHT  -          1.711 (meters)        5.61  (feet) COMP
 AG7508  MODELED GRAVITY -    979,188.5   (mgal)                       NAVD 88
 AG7508
 AG7508  VERT ORDER      -  SECOND    CLASS I
 AG7508
 AG7508.The horizontal coordinates were scaled from a map and have
 AG7508.an estimated accuracy of +/- 6 seconds.
 AG7508
 AG7508.The orthometric height was determined by differential leveling and
 AG7508.adjusted by the NATIONAL GEODETIC SURVEY
 AG7508.in June 1991.
 AG7508
 AG7508.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7508.GEOID18 height accuracy estimate available here.
 AG7508
 AG7508.This Tidal Bench Mark is designated as VM 7500
 AG7508.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7508
 AG7508.Click photographs - Photos may exist for this station.
 AG7508
 AG7508.The dynamic height is computed by dividing the NAVD 88
 AG7508.geopotential number by the normal gravity value computed on the
 AG7508.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7508.degrees latitude (g = 980.6199 gals.).
 AG7508
 AG7508.The modeled gravity was interpolated from observed gravity values.
 AG7508
 AG7508;                    North         East    Units  Estimated Accuracy
 AG7508;SPC FL W     -   399,540.      117,390.      MT  (+/- 180 meters Scaled)
 AG7508
 AG7508_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL190916(NAD 83)
 AG7508
 AG7508                          SUPERSEDED SURVEY CONTROL
 AG7508
 AG7508  NGVD 29 (??/??/92)    1.977  (m)            6.49   (f) ADJ UNCH    2 1
 AG7508
 AG7508.Superseded values are not recommended for survey control.
 AG7508
 AG7508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7508.See file dsdata.pdf to determine how the superseded data were derived.
 AG7508
 AG7508_MARKER: DD = SURVEY DISK
 AG7508_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7508_STAMPING: 6686 B 1976
 AG7508_MARK LOGO: NOS
 AG7508_PROJECTION: RECESSED 30 CENTIMETERS
 AG7508_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7508_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7508_ROD/PIPE-DEPTH: 12.2 meters
 AG7508
 AG7508  HISTORY     - Date     Condition        Report By
 AG7508  HISTORY     - 1976     MONUMENTED       NOS
 AG7508  HISTORY     - 1982     GOOD             FLDNR
 AG7508  HISTORY     - 19960205 GOOD             USPSQD
 AG7508
 AG7508                          STATION DESCRIPTION
 AG7508
 AG7508'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7508'IN BELLEAIR BEACH.
 AG7508'BEGIN AT THE JUNCTION OF STATE ROAD 686 (BELLEAIR CAUSEWAY
 AG7508'BOULEVARD) WITH STATE ROAD 699 (GULF BOULEVARD), GO 1.4 MILES NORTH
 AG7508'ON GULF BOULEVARD TO THE MARK.  THE MARK BEARS 29.6 FEET WEST OF
 AG7508'THE CENTERLINE OF GULF BOULEVARD, 0.1 MILE NORTH OF THE BELLEAIR
 AG7508'BEACH YACHT CLUB, AND 1.0 FOOT NORTHWEST OF POWER POLE 110110.
 AG7508'THE MARK IS 0.7 FT  E FROM A WITNESS POST.
 AG7508
 AG7508                          STATION RECOVERY (1996)
 AG7508
 AG7508'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7508'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7507 ***********************************************************************
 AG7507  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7507  DESIGNATION -  872 6686 C TIDAL
 AG7507  PID         -  AG7507
 AG7507  STATE/COUNTY-  FL/PINELLAS
 AG7507  COUNTRY     -  US
 AG7507  USGS QUAD   -  CLEARWATER (2018)
 AG7507
 AG7507                         *CURRENT SURVEY CONTROL
 AG7507  ______________________________________________________________________
 AG7507* NAD 83(1986) POSITION- 27 56 22.     (N) 082 50 17.     (W)   SCALED
 AG7507* NAVD 88 ORTHO HEIGHT -     1.226 (meters)        4.02  (feet) ADJUSTED
 AG7507  ______________________________________________________________________
 AG7507  GEOID HEIGHT    -        -24.542 (meters)                     GEOID18
 AG7507  DYNAMIC HEIGHT  -          1.224 (meters)        4.02  (feet) COMP
 AG7507  MODELED GRAVITY -    979,188.5   (mgal)                       NAVD 88
 AG7507
 AG7507  VERT ORDER      -  SECOND    CLASS I
 AG7507
 AG7507.The horizontal coordinates were scaled from a map and have
 AG7507.an estimated accuracy of +/- 6 seconds.
 AG7507
 AG7507.The orthometric height was determined by differential leveling and
 AG7507.adjusted by the NATIONAL GEODETIC SURVEY
 AG7507.in June 1991.
 AG7507
 AG7507.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7507.GEOID18 height accuracy estimate available here.
 AG7507
 AG7507.This Tidal Bench Mark is designated as VM 7501
 AG7507.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7507
 AG7507.Click photographs - Photos may exist for this station.
 AG7507
 AG7507.The dynamic height is computed by dividing the NAVD 88
 AG7507.geopotential number by the normal gravity value computed on the
 AG7507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7507.degrees latitude (g = 980.6199 gals.).
 AG7507
 AG7507.The modeled gravity was interpolated from observed gravity values.
 AG7507
 AG7507;                    North         East    Units  Estimated Accuracy
 AG7507;SPC FL W     -   399,780.      117,520.      MT  (+/- 180 meters Scaled)
 AG7507
 AG7507_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL191918(NAD 83)
 AG7507
 AG7507                          SUPERSEDED SURVEY CONTROL
 AG7507
 AG7507  NGVD 29 (??/??/92)    1.489  (m)            4.89   (f) ADJ UNCH    2 1
 AG7507
 AG7507.Superseded values are not recommended for survey control.
 AG7507
 AG7507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7507.See file dsdata.pdf to determine how the superseded data were derived.
 AG7507
 AG7507_MARKER: DD = SURVEY DISK
 AG7507_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7507_STAMPING: 6686 C 1976
 AG7507_MARK LOGO: NOS
 AG7507_PROJECTION: FLUSH
 AG7507_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7507_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7507_ROD/PIPE-DEPTH: 12.2 meters
 AG7507
 AG7507  HISTORY     - Date     Condition        Report By
 AG7507  HISTORY     - 1976     MONUMENTED       NOS
 AG7507  HISTORY     - 1982     GOOD             FLDNR
 AG7507  HISTORY     - 19960205 MARK NOT FOUND   USPSQD
 AG7507
 AG7507                          STATION DESCRIPTION
 AG7507
 AG7507'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7507'IN BELLEAIR BEACH.
 AG7507'BEGIN AT THE JUNCTION OF STATE ROAD 686 (BELLEAIR CAUSEWAY
 AG7507'BOULEVARD) WITH STATE ROAD 699 (GULF BOULEVARD), GO 1.5 MILES NORTH
 AG7507'ON GULF BOULEVARD TO THE MARK.  THE MARK BEARS 48.3 FEET WEST OF
 AG7507'THE CENTERLINE OF GULF BOULEVARD, 75 FEET SOUTHEAST OF THE
 AG7507'SOUTHEAST CORNER OF THE BELLEVIEW BILTMORE CABANA CLUB, AND 1.2 FEET
 AG7507'SOUTH OF A POWER POLE.
 AG7507'THE MARK IS 1 FT  E FROM A WITNESS POST.
 AG7507
 AG7507                          STATION RECOVERY (1996)
 AG7507
 AG7507'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7507'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7447 ***********************************************************************
 AG7447  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7447  DESIGNATION -  872 6687 A TIDAL
 AG7447  PID         -  AG7447
 AG7447  STATE/COUNTY-  FL/PINELLAS
 AG7447  COUNTRY     -  US
 AG7447  USGS QUAD   -  SAFETY HARBOR (2018)
 AG7447
 AG7447                         *CURRENT SURVEY CONTROL
 AG7447  ______________________________________________________________________
 AG7447* NAD 83(1986) POSITION- 27 56 11.     (N) 082 43 49.     (W)   SCALED
 AG7447* NAVD 88 ORTHO HEIGHT -     1.008 (meters)        3.31  (feet) ADJUSTED
 AG7447  ______________________________________________________________________
 AG7447  GEOID HEIGHT    -        -24.687 (meters)                     GEOID18
 AG7447  DYNAMIC HEIGHT  -          1.006 (meters)        3.30  (feet) COMP
 AG7447  MODELED GRAVITY -    979,186.6   (mgal)                       NAVD 88
 AG7447
 AG7447  VERT ORDER      -  SECOND    CLASS I
 AG7447
 AG7447.The horizontal coordinates were scaled from a map and have
 AG7447.an estimated accuracy of +/- 6 seconds.
 AG7447
 AG7447.The orthometric height was determined by differential leveling and
 AG7447.adjusted by the NATIONAL GEODETIC SURVEY
 AG7447.in June 1991.
 AG7447
 AG7447.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7447.GEOID18 height accuracy estimate available here.
 AG7447
 AG7447.This Tidal Bench Mark is designated as VM 7504
 AG7447.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7447
 AG7447.Click photographs - Photos may exist for this station.
 AG7447
 AG7447.The dynamic height is computed by dividing the NAVD 88
 AG7447.geopotential number by the normal gravity value computed on the
 AG7447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7447.degrees latitude (g = 980.6199 gals.).
 AG7447
 AG7447.The modeled gravity was interpolated from observed gravity values.
 AG7447
 AG7447;                    North         East    Units  Estimated Accuracy
 AG7447;SPC FL W     -   399,380.      128,130.      MT  (+/- 180 meters Scaled)
 AG7447
 AG7447_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297913(NAD 83)
 AG7447
 AG7447                          SUPERSEDED SURVEY CONTROL
 AG7447
 AG7447  NGVD 29 (??/??/92)    1.270  (m)            4.17   (f) ADJ UNCH    2 1
 AG7447
 AG7447.Superseded values are not recommended for survey control.
 AG7447
 AG7447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7447.See file dsdata.pdf to determine how the superseded data were derived.
 AG7447
 AG7447_MARKER: DD = SURVEY DISK
 AG7447_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7447_SP_SET: SEAWALL
 AG7447_STAMPING: 6687 A 1976
 AG7447_MARK LOGO: NOS
 AG7447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7447+STABILITY: SURFACE MOTION
 AG7447
 AG7447  HISTORY     - Date     Condition        Report By
 AG7447  HISTORY     - 1976     MONUMENTED       NOS
 AG7447  HISTORY     - 1982     GOOD             FLDNR
 AG7447
 AG7447                          STATION DESCRIPTION
 AG7447
 AG7447'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7447'IN CLEARWATER.
 AG7447'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 60, GO
 AG7447'1.7 MILES SOUTH ON U.S. 19 TO THE GULFWIND MARINA.  THE MARK IS SET
 AG7447'IN THE NORTH SEAWALL OF THE MARINA ALONG THE SOUTH SIDE OF ALLEN
 AG7447'CREEK, 7.6 FEET NORTHWEST OF A GAS PUMP, 4 FEET WEST OF THE EAST
 AG7447'FENCE GATE POST, AND BETWEEN SUPPORTS FOR THE RAMP TO THE
 AG7447'FLOATING DOCK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7446 ***********************************************************************
 AG7446  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7446  DESIGNATION -  872 6687 F TIDAL FLDT
 AG7446  PID         -  AG7446
 AG7446  STATE/COUNTY-  FL/PINELLAS
 AG7446  COUNTRY     -  US
 AG7446  USGS QUAD   -  SAFETY HARBOR (2018)
 AG7446
 AG7446                         *CURRENT SURVEY CONTROL
 AG7446  ______________________________________________________________________
 AG7446* NAD 83(1986) POSITION- 27 56 11.     (N) 082 43 49.     (W)   SCALED
 AG7446* NAVD 88 ORTHO HEIGHT -     2.912 (meters)        9.55  (feet) ADJUSTED
 AG7446  ______________________________________________________________________
 AG7446  GEOID HEIGHT    -        -24.687 (meters)                     GEOID18
 AG7446  DYNAMIC HEIGHT  -          2.908 (meters)        9.54  (feet) COMP
 AG7446  MODELED GRAVITY -    979,186.6   (mgal)                       NAVD 88
 AG7446
 AG7446  VERT ORDER      -  SECOND    CLASS I
 AG7446
 AG7446.The horizontal coordinates were scaled from a map and have
 AG7446.an estimated accuracy of +/- 6 seconds.
 AG7446
 AG7446.The orthometric height was determined by differential leveling and
 AG7446.adjusted by the NATIONAL GEODETIC SURVEY
 AG7446.in June 1991.
 AG7446
 AG7446.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7446.GEOID18 height accuracy estimate available here.
 AG7446
 AG7446.This Tidal Bench Mark is designated as VM 7510
 AG7446.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7446
 AG7446.Click photographs - Photos may exist for this station.
 AG7446
 AG7446.The dynamic height is computed by dividing the NAVD 88
 AG7446.geopotential number by the normal gravity value computed on the
 AG7446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7446.degrees latitude (g = 980.6199 gals.).
 AG7446
 AG7446.The modeled gravity was interpolated from observed gravity values.
 AG7446
 AG7446;                    North         East    Units  Estimated Accuracy
 AG7446;SPC FL W     -   399,380.      128,130.      MT  (+/- 180 meters Scaled)
 AG7446
 AG7446_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297913(NAD 83)
 AG7446
 AG7446                          SUPERSEDED SURVEY CONTROL
 AG7446
 AG7446  NGVD 29 (??/??/92)    3.175  (m)           10.42   (f) ADJ UNCH    2 1
 AG7446
 AG7446.Superseded values are not recommended for survey control.
 AG7446
 AG7446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7446.See file dsdata.pdf to determine how the superseded data were derived.
 AG7446
 AG7446_MARKER: DB = BENCH MARK DISK
 AG7446_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7446_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AG7446_STAMPING: 6687 F
 AG7446_MARK LOGO: FLDT
 AG7446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7446+STABILITY: SURFACE MOTION
 AG7446
 AG7446  HISTORY     - Date     Condition        Report By
 AG7446  HISTORY     - UNK      MONUMENTED       FLDT
 AG7446  HISTORY     - 1982     GOOD             FLDNR
 AG7446
 AG7446                          STATION DESCRIPTION
 AG7446
 AG7446'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7446'IN CLEARWATER.
 AG7446'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 60, GO
 AG7446'1.7 MILES SOUTH ON U.S. 19 TO THE MARK.  THE MARK IS SET AT THE
 AG7446'SOUTHEAST CORNER OF THE ALLEN CREEK BRIDGE IN THE TOP OF THE
 AG7446'GUARDRAIL, 61.6 FEET EAST OF THE WEST EDGE OF THE HIGHWAY MEDIAN,
 AG7446'AND 0.8 FOOT NORTH OF THE SOUTH END OF THE GUARDRAIL.
 AG7446'THE MARK IS 3 FT ABOVE PAVEMENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7445 ***********************************************************************
 AG7445  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7445  DESIGNATION -  872 6687 G TIDAL FLDT
 AG7445  PID         -  AG7445
 AG7445  STATE/COUNTY-  FL/PINELLAS
 AG7445  COUNTRY     -  US
 AG7445  USGS QUAD   -  SAFETY HARBOR (2018)
 AG7445
 AG7445                         *CURRENT SURVEY CONTROL
 AG7445  ______________________________________________________________________
 AG7445* NAD 83(1986) POSITION- 27 56 11.     (N) 082 43 49.     (W)   SCALED
 AG7445* NAVD 88 ORTHO HEIGHT -     2.889 (meters)        9.48  (feet) ADJUSTED
 AG7445  ______________________________________________________________________
 AG7445  GEOID HEIGHT    -        -24.687 (meters)                     GEOID18
 AG7445  DYNAMIC HEIGHT  -          2.885 (meters)        9.47  (feet) COMP
 AG7445  MODELED GRAVITY -    979,186.6   (mgal)                       NAVD 88
 AG7445
 AG7445  VERT ORDER      -  SECOND    CLASS I
 AG7445
 AG7445.The horizontal coordinates were scaled from a map and have
 AG7445.an estimated accuracy of +/- 6 seconds.
 AG7445
 AG7445.The orthometric height was determined by differential leveling and
 AG7445.adjusted by the NATIONAL GEODETIC SURVEY
 AG7445.in June 1991.
 AG7445
 AG7445.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7445.GEOID18 height accuracy estimate available here.
 AG7445
 AG7445.This Tidal Bench Mark is designated as VM 7509
 AG7445.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7445
 AG7445.Click photographs - Photos may exist for this station.
 AG7445
 AG7445.The dynamic height is computed by dividing the NAVD 88
 AG7445.geopotential number by the normal gravity value computed on the
 AG7445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7445.degrees latitude (g = 980.6199 gals.).
 AG7445
 AG7445.The modeled gravity was interpolated from observed gravity values.
 AG7445
 AG7445;                    North         East    Units  Estimated Accuracy
 AG7445;SPC FL W     -   399,380.      128,130.      MT  (+/- 180 meters Scaled)
 AG7445
 AG7445_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL297913(NAD 83)
 AG7445
 AG7445                          SUPERSEDED SURVEY CONTROL
 AG7445
 AG7445  NGVD 29 (??/??/92)    3.151  (m)           10.34   (f) ADJ UNCH    2 1
 AG7445
 AG7445.Superseded values are not recommended for survey control.
 AG7445
 AG7445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7445.See file dsdata.pdf to determine how the superseded data were derived.
 AG7445
 AG7445_MARKER: DB = BENCH MARK DISK
 AG7445_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7445_SP_SET: CONCRETE BRIDGE GUARDRAIL
 AG7445_STAMPING: 6687 G
 AG7445_MARK LOGO: FLDT
 AG7445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7445+STABILITY: SURFACE MOTION
 AG7445
 AG7445  HISTORY     - Date     Condition        Report By
 AG7445  HISTORY     - UNK      MONUMENTED       FLDT
 AG7445  HISTORY     - 1982     GOOD             FLDNR
 AG7445
 AG7445                          STATION DESCRIPTION
 AG7445
 AG7445'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7445'IN CLEARWATER.
 AG7445'BEGIN AT THE INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 60, GO
 AG7445'1.7 MILES SOUTH ON U.S. 19 TO THE MARK.  THE MARK IS SET IN THE TOP
 AG7445'OF THE GUARDRAIL AT THE NORTHWEST CORNER OF THE ALLEN CREEK BRIDGE,
 AG7445'49.35 FEET WEST OF THE WEST EDGE OF THE HIGHWAY MEDIAN, AND 1 FOOT
 AG7445'SOUTH OF THE NORTH END OF THE GUARDRAIL.
 AG7445'THE MARK IS 3 FT ABOVE HIGHWAY.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7494 ***********************************************************************
 AG7494  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7494  DESIGNATION -  872 6688 A TIDAL
 AG7494  PID         -  AG7494
 AG7494  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7494  COUNTRY     -  US
 AG7494  USGS QUAD   -  TAMPA (2018)
 AG7494
 AG7494                         *CURRENT SURVEY CONTROL
 AG7494  ______________________________________________________________________
 AG7494* NAD 83(1986) POSITION- 27 55 57.     (N) 082 26 45.     (W)   SCALED
 AG7494* NAVD 88 ORTHO HEIGHT -     2.589 (meters)        8.49  (feet) ADJUSTED
 AG7494  ______________________________________________________________________
 AG7494  GEOID HEIGHT    -        -25.000 (meters)                     GEOID18
 AG7494  DYNAMIC HEIGHT  -          2.586 (meters)        8.48  (feet) COMP
 AG7494  MODELED GRAVITY -    979,185.4   (mgal)                       NAVD 88
 AG7494
 AG7494  VERT ORDER      -  SECOND    CLASS I
 AG7494
 AG7494.The horizontal coordinates were scaled from a map and have
 AG7494.an estimated accuracy of +/- 6 seconds.
 AG7494
 AG7494.The orthometric height was determined by differential leveling and
 AG7494.adjusted by the NATIONAL GEODETIC SURVEY
 AG7494.in June 1991.
 AG7494
 AG7494.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7494.GEOID18 height accuracy estimate available here.
 AG7494
 AG7494.This Tidal Bench Mark is designated as VM 10692
 AG7494.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7494
 AG7494.Click photographs - Photos may exist for this station.
 AG7494
 AG7494.The dynamic height is computed by dividing the NAVD 88
 AG7494.geopotential number by the normal gravity value computed on the
 AG7494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7494.degrees latitude (g = 980.6199 gals.).
 AG7494
 AG7494.The modeled gravity was interpolated from observed gravity values.
 AG7494
 AG7494;                    North         East    Units  Estimated Accuracy
 AG7494;SPC FL W     -   398,810.      156,120.      MT  (+/- 180 meters Scaled)
 AG7494
 AG7494_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL577905(NAD 83)
 AG7494
 AG7494                          SUPERSEDED SURVEY CONTROL
 AG7494
 AG7494.No superseded survey control is available for this station.
 AG7494
 AG7494_MARKER: DD = SURVEY DISK
 AG7494_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7494_SP_SET: DOCK
 AG7494_STAMPING: 6688 A 1976
 AG7494_MARK LOGO: NOS
 AG7494_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7494
 AG7494  HISTORY     - Date     Condition        Report By
 AG7494  HISTORY     - 1976     MONUMENTED       NOS
 AG7494  HISTORY     - 1982     GOOD             FLDNR
 AG7494
 AG7494                          STATION DESCRIPTION
 AG7494
 AG7494'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7494'IN TAMPA.
 AG7494'BEGIN AT THE JUNCTION OF MARITIME BOULEVARD WITH U.S. BUSINESS 41
 AG7494'(22ND STREET), GO 0.5 MILE SOUTHWEST ON MARITIME BOULEVARD TO THE
 AG7494'ENTRANCE TO THE FINA OIL COMPANY FACILITY, GO WEST ON THE ENTRANCE
 AG7494'ROAD TO ITS END AT THE FINA OIL COMPANY DOCK AND THE MARK VICINITY.
 AG7494'THE MARK BEARS 1.5 FEET WEST FROM THE SOUTHWEST CORNER OF THE
 AG7494'NORTHERNMOST WAREHOUSE, 21 FEET EAST-NORTHEAST OF THE NORTHWEST
 AG7494'CORNER OF THE SOUTHERNMOST WAREHOUSE, AND 49 FEET EAST OF THE WEST
 AG7494'EDGE OF THE DOCK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7493 ***********************************************************************
 AG7493  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7493  DESIGNATION -  872 6688 B TIDAL
 AG7493  PID         -  AG7493
 AG7493  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7493  COUNTRY     -  US
 AG7493  USGS QUAD   -  TAMPA (2018)
 AG7493
 AG7493                         *CURRENT SURVEY CONTROL
 AG7493  ______________________________________________________________________
 AG7493* NAD 83(1986) POSITION- 27 55 57.     (N) 082 26 42.     (W)   SCALED
 AG7493* NAVD 88 ORTHO HEIGHT -     2.610 (meters)        8.56  (feet) ADJUSTED
 AG7493  ______________________________________________________________________
 AG7493  GEOID HEIGHT    -        -25.001 (meters)                     GEOID18
 AG7493  DYNAMIC HEIGHT  -          2.606 (meters)        8.55  (feet) COMP
 AG7493  MODELED GRAVITY -    979,185.4   (mgal)                       NAVD 88
 AG7493
 AG7493  VERT ORDER      -  SECOND    CLASS I
 AG7493
 AG7493.The horizontal coordinates were scaled from a map and have
 AG7493.an estimated accuracy of +/- 6 seconds.
 AG7493
 AG7493.The orthometric height was determined by differential leveling and
 AG7493.adjusted by the NATIONAL GEODETIC SURVEY
 AG7493.in June 1991.
 AG7493
 AG7493.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7493.GEOID18 height accuracy estimate available here.
 AG7493
 AG7493.This Tidal Bench Mark is designated as VM 10693
 AG7493.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7493
 AG7493.Click photographs - Photos may exist for this station.
 AG7493
 AG7493.The dynamic height is computed by dividing the NAVD 88
 AG7493.geopotential number by the normal gravity value computed on the
 AG7493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7493.degrees latitude (g = 980.6199 gals.).
 AG7493
 AG7493.The modeled gravity was interpolated from observed gravity values.
 AG7493
 AG7493;                    North         East    Units  Estimated Accuracy
 AG7493;SPC FL W     -   398,810.      156,200.      MT  (+/- 180 meters Scaled)
 AG7493
 AG7493_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL578905(NAD 83)
 AG7493
 AG7493                          SUPERSEDED SURVEY CONTROL
 AG7493
 AG7493.No superseded survey control is available for this station.
 AG7493
 AG7493_MARKER: DD = SURVEY DISK
 AG7493_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7493_SP_SET: PLATFORM
 AG7493_STAMPING: 6688 B 1976
 AG7493_MARK LOGO: NOS
 AG7493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7493
 AG7493  HISTORY     - Date     Condition        Report By
 AG7493  HISTORY     - 1976     MONUMENTED       NOS
 AG7493  HISTORY     - 1982     GOOD             FLDNR
 AG7493  HISTORY     - 1990     GOOD             USPSQD
 AG7493
 AG7493                          STATION DESCRIPTION
 AG7493
 AG7493'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7493'IN TAMPA.
 AG7493'BEGIN AT THE JUNCTION OF MARITIME BOULEVARD WITH U.S. BUSINESS 41
 AG7493'(22ND STREET), GO 0.5 MILE SOUTHWEST ON MARITIME BOULEVARD TO THE
 AG7493'ENTRANCE TO THE FINA OIL COMPANY FACILITY, GO WEST ON THE ENTRANCE
 AG7493'ROAD TO ITS END AT THE FINA OIL COMPANY DOCK AND THE MARK VICINITY.
 AG7493'THE MARK BEARS 52 FEET EAST-SOUTHEAST FROM THE SOUTHEAST CORNER OF
 AG7493'THE NORTHERNMOST WAREHOUSE, 49 FEET EAST OF THE NORTHEAST CORNER OF
 AG7493'THE SOUTHERNMOST WAREHOUSE, 0.6 FOOT NORTH FROM THE SOUTH SIDE OF
 AG7493'THE EAST/WEST RAMP TO THE WAREHOUSES, AND 25 FEET WEST OF THE
 AG7493'SOUTHEAST CORNER OF THE RAMP.
 AG7493'THE MARK IS 3 FT ABOVE GROUND.
 AG7493
 AG7493                          STATION RECOVERY (1990)
 AG7493
 AG7493'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AG7493'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7492 ***********************************************************************
 AG7492  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7492  DESIGNATION -  872 6688 C TIDAL
 AG7492  PID         -  AG7492
 AG7492  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7492  COUNTRY     -  US
 AG7492  USGS QUAD   -  TAMPA (2018)
 AG7492
 AG7492                         *CURRENT SURVEY CONTROL
 AG7492  ______________________________________________________________________
 AG7492* NAD 83(1986) POSITION- 27 55 56.     (N) 082 26 41.     (W)   SCALED
 AG7492* NAVD 88 ORTHO HEIGHT -     1.764 (meters)        5.79  (feet) ADJUSTED
 AG7492  ______________________________________________________________________
 AG7492  GEOID HEIGHT    -        -25.001 (meters)                     GEOID18
 AG7492  DYNAMIC HEIGHT  -          1.761 (meters)        5.78  (feet) COMP
 AG7492  MODELED GRAVITY -    979,185.4   (mgal)                       NAVD 88
 AG7492
 AG7492  VERT ORDER      -  SECOND    CLASS I
 AG7492
 AG7492.The horizontal coordinates were scaled from a map and have
 AG7492.an estimated accuracy of +/- 6 seconds.
 AG7492
 AG7492.The orthometric height was determined by differential leveling and
 AG7492.adjusted by the NATIONAL GEODETIC SURVEY
 AG7492.in June 1991.
 AG7492
 AG7492.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7492.GEOID18 height accuracy estimate available here.
 AG7492
 AG7492.This Tidal Bench Mark is designated as VM 10694
 AG7492.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7492
 AG7492.Click photographs - Photos may exist for this station.
 AG7492
 AG7492.The dynamic height is computed by dividing the NAVD 88
 AG7492.geopotential number by the normal gravity value computed on the
 AG7492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7492.degrees latitude (g = 980.6199 gals.).
 AG7492
 AG7492.The modeled gravity was interpolated from observed gravity values.
 AG7492
 AG7492;                    North         East    Units  Estimated Accuracy
 AG7492;SPC FL W     -   398,780.      156,230.      MT  (+/- 180 meters Scaled)
 AG7492
 AG7492_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL578905(NAD 83)
 AG7492
 AG7492                          SUPERSEDED SURVEY CONTROL
 AG7492
 AG7492.No superseded survey control is available for this station.
 AG7492
 AG7492_MARKER: DD = SURVEY DISK
 AG7492_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7492_SP_SET: CULVERT HEADWALL
 AG7492_STAMPING: 6688 C 1976
 AG7492_MARK LOGO: NOS
 AG7492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7492+STABILITY: SURFACE MOTION
 AG7492
 AG7492  HISTORY     - Date     Condition        Report By
 AG7492  HISTORY     - 1976     MONUMENTED       NOS
 AG7492  HISTORY     - 1982     GOOD             FLDNR
 AG7492  HISTORY     - 1990     GOOD             USPSQD
 AG7492
 AG7492                          STATION DESCRIPTION
 AG7492
 AG7492'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7492'IN TAMPA.
 AG7492'BEGIN AT THE JUNCTION OF MARITIME BOULEVARD WITH U.S. BUSINESS 41
 AG7492'(22ND STREET), GO 0.5 MILE SOUTHWEST ON MARITIME BOULEVARD TO THE
 AG7492'ENTRANCE TO THE FINA OIL COMPANY FACILITY, GO WEST ON THE ENTRANCE
 AG7492'ROAD TO ITS END AT THE FINA OIL COMPANY DOCK AND THE MARK VICINITY.
 AG7492'THE MARK IS SET IN THE TOP OF THE NORTH HEADWALL OF A DRAINAGE
 AG7492'DITCH CULVERT EAST OF THE DOCK WAREHOUSES, 20 FEET NORTH OF THE
 AG7492'CENTERLINE OF THE ENTRANCE ROAD, 2.5 FEET EAST OF THE WEST END OF
 AG7492'THE HEADWALL, AND 25 FEET WEST OF LIGHT POLE L867.
 AG7492'THE MARK IS ABOVE LEVEL WITH ROAD.
 AG7492
 AG7492                          STATION RECOVERY (1990)
 AG7492
 AG7492'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AG7492'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6376 ***********************************************************************
 AG6376  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6376  DESIGNATION -  872 6689 1
 AG6376  PID         -  AG6376
 AG6376  STATE/COUNTY-  FL/PINELLAS
 AG6376  COUNTRY     -  US
 AG6376  USGS QUAD   -  SAFETY HARBOR (2018)
 AG6376
 AG6376                         *CURRENT SURVEY CONTROL
 AG6376  ______________________________________________________________________
 AG6376* NAD 83(1986) POSITION- 27 56 30.4    (N) 082 43 16.0    (W)   HD_HELD2
 AG6376* NAVD 88 ORTHO HEIGHT -     1.553 (meters)        5.10  (feet) ADJUSTED
 AG6376  ______________________________________________________________________
 AG6376  GEOID HEIGHT    -        -24.709 (meters)                     GEOID18
 AG6376  DYNAMIC HEIGHT  -          1.551 (meters)        5.09  (feet) COMP
 AG6376  MODELED GRAVITY -    979,186.8   (mgal)                       NAVD 88
 AG6376
 AG6376  VERT ORDER      -  SECOND    CLASS I
 AG6376
 AG6376.The horizontal coordinates were established by autonomous hand held GPS
 AG6376.observations and have an estimated accuracy of +/- 10 meters.
 AG6376
 AG6376.The orthometric height was determined by differential leveling and
 AG6376.adjusted by the NATIONAL GEODETIC SURVEY
 AG6376.in January 2011.
 AG6376
 AG6376.No vertical observational check was made to the station.
 AG6376
 AG6376.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6376.GEOID18 height accuracy estimate available here.
 AG6376
 AG6376.This Tidal Bench Mark is designated as VM 11365
 AG6376.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6376
 AG6376.Click photographs - Photos may exist for this station.
 AG6376
 AG6376.The dynamic height is computed by dividing the NAVD 88
 AG6376.geopotential number by the normal gravity value computed on the
 AG6376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6376.degrees latitude (g = 980.6199 gals.).
 AG6376
 AG6376.The modeled gravity was interpolated from observed gravity values.
 AG6376
 AG6376;                    North         East    Units  Estimated Accuracy
 AG6376;SPC FL W     -   399,966.      129,035.      MT  (+/- 10 meters HH2 GPS)
 AG6376
 AG6376_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3067091944(NAD 83)
 AG6376
 AG6376                          SUPERSEDED SURVEY CONTROL
 AG6376
 AG6376  NAVD 88 (06/15/91)    1.547  (m)            5.08   (f) SUPERSEDED  2 1
 AG6376  NGVD 29 (??/??/92)    1.810  (m)            5.94   (f) ADJ UNCH    2 1
 AG6376
 AG6376.Superseded values are not recommended for survey control.
 AG6376
 AG6376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6376.See file dsdata.pdf to determine how the superseded data were derived.
 AG6376
 AG6376_MARKER: DJ = TIDAL STATION DISK
 AG6376_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG6376_STAMPING: NO 1 1975
 AG6376_MARK LOGO: NOS
 AG6376_PROJECTION: FLUSH
 AG6376_MAGNETIC: I = MARKER IS A STEEL ROD
 AG6376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6376_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6376+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2009
 AG6376_ROD/PIPE-DEPTH: 21.3 meters
 AG6376
 AG6376  HISTORY     - Date     Condition        Report By
 AG6376  HISTORY     - 1975     MONUMENTED       NGS
 AG6376  HISTORY     - 1976     GOOD             NGS
 AG6376  HISTORY     - 1982     GOOD             FLDNR
 AG6376  HISTORY     - 19900419 GOOD             FLDNR
 AG6376  HISTORY     - 20090914 GOOD             FLDEP
 AG6376
 AG6376                          STATION DESCRIPTION
 AG6376
 AG6376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6376'1.8 MI SE FROM CLEARWATER.
 AG6376'FROM THE INTERSECTION OF U.S. 19 AND SR 60, PROCEED SOUTH ON U.S 19
 AG6376'ABOUT 1.2 MILES TO NURSERY ROAD.  THENCE EAST ALONG NURSERY ROAD TO
 AG6376'BAY ARISTOCRAT VILLAGE MOBILE HOME PARK AND MOBILE HOME LOT NO. 409.
 AG6376'THE BENCH MARK IS LOCATED BETWEEN LOT NO. 409 AND NO. 407, THE MARK IS
 AG6376'SET ATOP A COPPER ROD DRIVEN TO REFUSAL, SET FLUSH WITH THE GROUND AND
 AG6376'PROTECTED BY A 4 INCH PVC PIPE AND A POURED IN PLACE CONCRETE KICK
 AG6376'BLOCK, 12 FEET SOUTH OF CENTERLINE OF ROAD, 1 FOOT NORTH OF TELEPHONE
 AG6376'POLE NO. 24790.
 AG6376
 AG6376                          STATION RECOVERY (1982)
 AG6376
 AG6376'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6376'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6376'1.55 MILES (2.49 KM) SOUTH ALONG US HIGHWAY 19 FROM THE INTERSECTION
 AG6376'OF FL 60 (GULF TO BAY BLVD.) IN CLEARWATER TO THE INTERSECTION OF
 AG6376'BELLEAIRE ROAD, AT THE NORTHEAST CORNER, AT THE BAY ARISTOCRAT
 AG6376'VILLAGE, BETWEEN TRAILER HOUSE 409 AND 407, 12 FEET (3.7 M) SOUTH OF
 AG6376'THE CENTERLINE OF NURSERY ROAD, 1.0 FOOT (0.3 M) NORTH OF TELEPHONE
 AG6376'POLE 24790.
 AG6376
 AG6376                          STATION RECOVERY (1990)
 AG6376
 AG6376'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6376'RECOVERED IN GOOD CONDITION.
 AG6376
 AG6376                          STATION RECOVERY (2009)
 AG6376
 AG6376'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG6376'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6377 ***********************************************************************
 AG6377  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6377  DESIGNATION -  872 6689 2
 AG6377  PID         -  AG6377
 AG6377  STATE/COUNTY-  FL/PINELLAS
 AG6377  COUNTRY     -  US
 AG6377  USGS QUAD   -  SAFETY HARBOR (2018)
 AG6377
 AG6377                         *CURRENT SURVEY CONTROL
 AG6377  ______________________________________________________________________
 AG6377* NAD 83(1986) POSITION- 27 56 30.3    (N) 082 43 20.1    (W)   HD_HELD2
 AG6377* NAVD 88 ORTHO HEIGHT -     1.561 (meters)        5.12  (feet) ADJUSTED
 AG6377  ______________________________________________________________________
 AG6377  GEOID HEIGHT    -        -24.707 (meters)                     GEOID18
 AG6377  DYNAMIC HEIGHT  -          1.558 (meters)        5.11  (feet) COMP
 AG6377  MODELED GRAVITY -    979,186.8   (mgal)                       NAVD 88
 AG6377
 AG6377  VERT ORDER      -  SECOND    CLASS I
 AG6377
 AG6377.The horizontal coordinates were established by autonomous hand held GPS
 AG6377.observations and have an estimated accuracy of +/- 10 meters.
 AG6377
 AG6377.The orthometric height was determined by differential leveling and
 AG6377.adjusted by the NATIONAL GEODETIC SURVEY
 AG6377.in June 1991.
 AG6377
 AG6377.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6377.GEOID18 height accuracy estimate available here.
 AG6377
 AG6377.This Tidal Bench Mark is designated as VM 11366
 AG6377.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6377
 AG6377.Click photographs - Photos may exist for this station.
 AG6377
 AG6377.The dynamic height is computed by dividing the NAVD 88
 AG6377.geopotential number by the normal gravity value computed on the
 AG6377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6377.degrees latitude (g = 980.6199 gals.).
 AG6377
 AG6377.The modeled gravity was interpolated from observed gravity values.
 AG6377
 AG6377;                    North         East    Units  Estimated Accuracy
 AG6377;SPC FL W     -   399,964.      128,923.      MT  (+/- 10 meters HH2 GPS)
 AG6377
 AG6377_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3055891943(NAD 83)
 AG6377
 AG6377                          SUPERSEDED SURVEY CONTROL
 AG6377
 AG6377  NGVD 29 (??/??/92)    1.823  (m)            5.98   (f) ADJ UNCH    2 1
 AG6377
 AG6377.Superseded values are not recommended for survey control.
 AG6377
 AG6377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6377.See file dsdata.pdf to determine how the superseded data were derived.
 AG6377
 AG6377_MARKER: DJ = TIDAL STATION DISK
 AG6377_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG6377_STAMPING: NO 2 1975
 AG6377_MARK LOGO: NOS
 AG6377_PROJECTION: FLUSH
 AG6377_MAGNETIC: I = MARKER IS A STEEL ROD
 AG6377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6377_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6377+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2009
 AG6377
 AG6377  HISTORY     - Date     Condition        Report By
 AG6377  HISTORY     - 1975     MONUMENTED       NGS
 AG6377  HISTORY     - 1976     GOOD             NGS
 AG6377  HISTORY     - 1982     GOOD             FLDNR
 AG6377  HISTORY     - 19900419 GOOD             FLDNR
 AG6377  HISTORY     - 20090914 GOOD             FLDEP
 AG6377
 AG6377                          STATION DESCRIPTION
 AG6377
 AG6377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6377'1.6 MI SE FROM CLEARWATER.
 AG6377'FROM THE INTERSECTION OF U.S. 19 AND SR 60, PROCEED SOUTH ON U.S. 19
 AG6377'ABOUT 1.2 MILES TO NURSERY ROAD.  THENCE EAST ALONG NURSERY ROAD TO
 AG6377'BAY ARISTOCRAT VILLAGE MOBILE HOME PARK AND MOBILE HOME LOT NO. 425.
 AG6377'THE BENCH MARK IS LOCATED BETWEEN LOT NO. 425 AND NO. 427.  THE MARK
 AG6377'IS SET ATOP A COPPER ROD DRIVEN TO REFUSAL, SET FLUSH WITH THE GROUND
 AG6377'AND PROTECTED BY A 4 INCH PVC PIPE AND A POURED CONCRETE KICK BLOCK,
 AG6377'ABOUT 386 FEET WEST OF TIDAL 1, ABOUT 12 FEET SOUTH OF CENTERLINE OF
 AG6377'ROAD AND 1 FOOT NORTH OF TELEPHONE POLE NO. 24792.
 AG6377
 AG6377                          STATION RECOVERY (1982)
 AG6377
 AG6377'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6377'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6377'1.55 MILES (2.49 KM) SOUTH ALONG US HIGHWAY 19 FROM THE INTERSECTION
 AG6377'OF FL 60 (GULF TO BAY BLVD.) IN CLEARWATER TO THE INTERSECTION OF
 AG6377'BELLEAIRE ROAD, AT THE NORTHEAST CORNER, AT THE BAY ARISTOCRAT
 AG6377'VILLAGE, BETWEEN TRAILER HOUSE 425 AND 427, 386 FEET (117.7 M) WEST OF
 AG6377'872 6689 TIDAL 1, 12 FEET (3.7 M) SOUTH OF THE CENTERLINE OF NURSERY
 AG6377'ROAD, 1.0 FOOT (0.3 M) NORTH OF TELEPHONE POLE 24792, AND SET ON THE
 AG6377'TOP OF A COPPER ROD DRIVEN TO REFUSAL IN A 0.3 FOOT (0.3 M) PVC PIPE
 AG6377'SURROUNDED BY CONCRETE FLUSH WITH THE GROUND.
 AG6377
 AG6377                          STATION RECOVERY (1990)
 AG6377
 AG6377'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6377'RECOVERED IN GOOD CONDITION.
 AG6377
 AG6377                          STATION RECOVERY (2009)
 AG6377
 AG6377'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG6377'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9421 ***********************************************************************
 AG9421  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9421  DESIGNATION -  872 6689 A
 AG9421  PID         -  AG9421
 AG9421  STATE/COUNTY-  FL/PINELLAS
 AG9421  COUNTRY     -  US
 AG9421  USGS QUAD   -  SAFETY HARBOR (2018)
 AG9421
 AG9421                         *CURRENT SURVEY CONTROL
 AG9421  ______________________________________________________________________
 AG9421* NAD 83(1986) POSITION- 27 56 31.1    (N) 082 43 46.5    (W)   HD_HELD2
 AG9421* NAVD 88 ORTHO HEIGHT -     2.756 (meters)        9.04  (feet) ADJUSTED
 AG9421  ______________________________________________________________________
 AG9421  GEOID HEIGHT    -        -24.698 (meters)                     GEOID18
 AG9421  DYNAMIC HEIGHT  -          2.752 (meters)        9.03  (feet) COMP
 AG9421  MODELED GRAVITY -    979,186.8   (mgal)                       NAVD 88
 AG9421
 AG9421  VERT ORDER      -  SECOND    CLASS I
 AG9421
 AG9421.The horizontal coordinates were established by autonomous hand held GPS
 AG9421.observations and have an estimated accuracy of +/- 10 meters.
 AG9421
 AG9421.The orthometric height was determined by differential leveling and
 AG9421.adjusted by the NATIONAL GEODETIC SURVEY
 AG9421.in January 2011.
 AG9421
 AG9421.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9421.GEOID18 height accuracy estimate available here.
 AG9421
 AG9421.This Tidal Bench Mark is designated as VM 11367
 AG9421.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9421
 AG9421.Click photographs - Photos may exist for this station.
 AG9421
 AG9421.The dynamic height is computed by dividing the NAVD 88
 AG9421.geopotential number by the normal gravity value computed on the
 AG9421.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG9421.degrees latitude (g = 980.6199 gals.).
 AG9421
 AG9421.The modeled gravity was interpolated from observed gravity values.
 AG9421
 AG9421;                    North         East    Units  Estimated Accuracy
 AG9421;SPC FL W     -   399,993.      128,202.      MT  (+/- 10 meters HH2 GPS)
 AG9421
 AG9421_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2983791978(NAD 83)
 AG9421
 AG9421                          SUPERSEDED SURVEY CONTROL
 AG9421
 AG9421  NAVD 88 (03/30/95)    2.747  (m)            9.01   (f) SUPERSEDED  2 1
 AG9421
 AG9421.Superseded values are not recommended for survey control.
 AG9421
 AG9421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9421.See file dsdata.pdf to determine how the superseded data were derived.
 AG9421
 AG9421_MARKER: F = FLANGE-ENCASED ROD
 AG9421_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9421_STAMPING: 6689 A 1990
 AG9421_MARK LOGO: NOS
 AG9421_PROJECTION: FLUSH
 AG9421_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG9421_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9421_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG9421+SATELLITE: SATELLITE OBSERVATIONS - September 14, 2009
 AG9421
 AG9421  HISTORY     - Date     Condition        Report By
 AG9421  HISTORY     - 1990     MONUMENTED       FLDNR
 AG9421  HISTORY     - 20090914 GOOD             FLDEP
 AG9421
 AG9421                          STATION DESCRIPTION
 AG9421
 AG9421'DESCRIBED BY FL DEPT OF NAT RES 1990
 AG9421'THE BENCH MARK IS LOCATED AT THE BAY ARISTOCRAT TRAILER PARK IN
 AG9421'CLEARWATER, PINELLAS COUNTY FLORIDA.  TO REACH THE MARK FROM THE
 AG9421'INTERSECTION OF U.S. HIGHWAY 19 AND STATE ROAD 60 (GULF-TO-BAY
 AG9421'BOULEVARD), GO SOUTH ON U.S. HIGHWAY 19 FOR 1.2 MI (1.93 KM) TO THE
 AG9421'TRAILER PARK ON THE LEFT AND THE MARK NEAR THE ENTRANCE.  THE MARK IS
 AG9421'LOCATED 21.9 FT (6.68 M) SOUTH OF THE CENTER LINE OF THE PAVED
 AG9421'ENTRANCE ROAD OF THE TRAILER PARK, 31.7 FT (9.66 M) EAST OF THE SOUTH
 AG9421'CONCRETE ENTRANCE WALL, 46.0 FT (14.02 M) SOUTHWEST OF A 4.0 FT (1.22
 AG9421'M) DRIVEWAY LIGHT POLE AND 1.7 FT (0.52 M) NORTH OF A WOODEN FENCE
 AG9421'AND A CARSONITE WITNESS POST.
 AG9421
 AG9421                          STATION RECOVERY (2009)
 AG9421
 AG9421'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG9421'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6378 ***********************************************************************
 AG6378  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6378  DESIGNATION -  872 6689 TIDAL 3
 AG6378  PID         -  AG6378
 AG6378  STATE/COUNTY-  FL/PINELLAS
 AG6378  COUNTRY     -  US
 AG6378  USGS QUAD   -  SAFETY HARBOR (2018)
 AG6378
 AG6378                         *CURRENT SURVEY CONTROL
 AG6378  ______________________________________________________________________
 AG6378* NAD 83(1986) POSITION- 27 56 33.     (N) 082 43 15.     (W)   SCALED
 AG6378* NAVD 88 ORTHO HEIGHT -     1.365 (meters)        4.48  (feet) ADJUSTED
 AG6378  ______________________________________________________________________
 AG6378  GEOID HEIGHT    -        -24.710 (meters)                     GEOID18
 AG6378  DYNAMIC HEIGHT  -          1.363 (meters)        4.47  (feet) COMP
 AG6378  MODELED GRAVITY -    979,186.8   (mgal)                       NAVD 88
 AG6378
 AG6378  VERT ORDER      -  SECOND    CLASS I
 AG6378
 AG6378.The horizontal coordinates were scaled from a map and have
 AG6378.an estimated accuracy of +/- 6 seconds.
 AG6378
 AG6378.The orthometric height was determined by differential leveling and
 AG6378.adjusted by the NATIONAL GEODETIC SURVEY
 AG6378.in March 1995.
 AG6378
 AG6378.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6378.GEOID18 height accuracy estimate available here.
 AG6378
 AG6378.This Tidal Bench Mark is designated as VM 13630
 AG6378.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6378
 AG6378.Click photographs - Photos may exist for this station.
 AG6378
 AG6378.The dynamic height is computed by dividing the NAVD 88
 AG6378.geopotential number by the normal gravity value computed on the
 AG6378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6378.degrees latitude (g = 980.6199 gals.).
 AG6378
 AG6378.The modeled gravity was interpolated from observed gravity values.
 AG6378
 AG6378;                    North         East    Units  Estimated Accuracy
 AG6378;SPC FL W     -   400,050.      129,060.      MT  (+/- 180 meters Scaled)
 AG6378
 AG6378_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL306920(NAD 83)
 AG6378
 AG6378                          SUPERSEDED SURVEY CONTROL
 AG6378
 AG6378  NAVD 88 (06/15/91)    1.379  (m)            4.52   (f) SUPERSEDED  2 1
 AG6378  NGVD 29 (??/??/92)    1.642  (m)            5.39   (f) ADJ UNCH    2 1
 AG6378
 AG6378.Superseded values are not recommended for survey control.
 AG6378
 AG6378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6378.See file dsdata.pdf to determine how the superseded data were derived.
 AG6378
 AG6378_MARKER: DB = BENCH MARK DISK
 AG6378_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG6378_SP_SET: RETAINING WALL
 AG6378_STAMPING: NO 3 1975
 AG6378_MARK LOGO: NOS
 AG6378_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6378+STABILITY: SURFACE MOTION
 AG6378_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6378+SATELLITE: SATELLITE OBSERVATIONS - April 19, 1990
 AG6378
 AG6378  HISTORY     - Date     Condition        Report By
 AG6378  HISTORY     - 1975     MONUMENTED       NGS
 AG6378  HISTORY     - 1976     GOOD             NGS
 AG6378  HISTORY     - 1982     GOOD             FLDNR
 AG6378  HISTORY     - 19900419 GOOD             FLDNR
 AG6378
 AG6378                          STATION DESCRIPTION
 AG6378
 AG6378'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6378'1.9 MI SE FROM CLEARWATER.
 AG6378'FROM THE INTERSECTION OF U.S. 19 AND SR 60, PROCEED SOUTH ON U.S. 19
 AG6378'ABOUT 1.2 MILES TO NURSERY ROAD.  THENCE EAST ALONG NURSERY ROAD TO
 AG6378'BAY ARISTOCRAT VILLAGE MOBILE HOME PARK AND A CONCRETE SEAWALL NEAR A
 AG6378'WOODEN PIER.  THE BENCH MARK IS SET FLUSH IN THE CONCRETE, 86 FEET
 AG6378'NORTH OF CENTERLINE OF SIDEWALK, 90 FEET EAST OF CENTERLINE OF ROAD,
 AG6378'244 FEET NORTHWEST OF TIDAL 1.
 AG6378
 AG6378                          STATION RECOVERY (1982)
 AG6378
 AG6378'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6378'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6378'1.55 MILES (2.49 KM) SOUTH ALONG US HIGHWAY 19 FROM THE INTERSECTION
 AG6378'OF FL 60 (GULF TO BAY BLVD.) IN CLEARWATER TO THE INTERSECTION OF
 AG6378'BELLEAIRE ROAD, AT THE NORTHEAST CORNER, AT THE BAY ARISTOCRAT
 AG6378'VILLAGE, 90 FEET (27.4 M) EAST OF THE CENTERLINE OF NURSERY ROAD, 244
 AG6378'FEET (74.4 M) NORTHEAST OF 872 6689 TIDAL 1, AND 86 FEET (26.2 M)
 AG6378'NORTH OF THE CENTER OF A SIDEWALK.
 AG6378
 AG6378                          STATION RECOVERY (1990)
 AG6378
 AG6378'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6378'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6379 ***********************************************************************
 AG6379  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6379  DESIGNATION -  872 6689 TIDAL 4
 AG6379  PID         -  AG6379
 AG6379  STATE/COUNTY-  FL/PINELLAS
 AG6379  COUNTRY     -  US
 AG6379  USGS QUAD   -  SAFETY HARBOR (2018)
 AG6379
 AG6379                         *CURRENT SURVEY CONTROL
 AG6379  ______________________________________________________________________
 AG6379* NAD 83(1986) POSITION- 27 56 24.     (N) 082 43 47.     (W)   SCALED
 AG6379* NAVD 88 ORTHO HEIGHT -     2.590 (meters)        8.50  (feet) ADJUSTED
 AG6379  ______________________________________________________________________
 AG6379  GEOID HEIGHT    -        -24.694 (meters)                     GEOID18
 AG6379  DYNAMIC HEIGHT  -          2.586 (meters)        8.48  (feet) COMP
 AG6379  MODELED GRAVITY -    979,186.8   (mgal)                       NAVD 88
 AG6379
 AG6379  VERT ORDER      -  SECOND    CLASS I
 AG6379
 AG6379.The horizontal coordinates were scaled from a map and have
 AG6379.an estimated accuracy of +/- 6 seconds.
 AG6379
 AG6379.The orthometric height was determined by differential leveling and
 AG6379.adjusted by the NATIONAL GEODETIC SURVEY
 AG6379.in June 1991.
 AG6379
 AG6379.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6379.GEOID18 height accuracy estimate available here.
 AG6379
 AG6379.This Tidal Bench Mark is designated as VM 7505
 AG6379.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6379
 AG6379.Click photographs - Photos may exist for this station.
 AG6379
 AG6379.The dynamic height is computed by dividing the NAVD 88
 AG6379.geopotential number by the normal gravity value computed on the
 AG6379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6379.degrees latitude (g = 980.6199 gals.).
 AG6379
 AG6379.The modeled gravity was interpolated from observed gravity values.
 AG6379
 AG6379;                    North         East    Units  Estimated Accuracy
 AG6379;SPC FL W     -   399,780.      128,190.      MT  (+/- 180 meters Scaled)
 AG6379
 AG6379_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL298917(NAD 83)
 AG6379
 AG6379                          SUPERSEDED SURVEY CONTROL
 AG6379
 AG6379  NGVD 29 (??/??/92)    2.852  (m)            9.36   (f) ADJ UNCH    2 1
 AG6379
 AG6379.Superseded values are not recommended for survey control.
 AG6379
 AG6379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6379.See file dsdata.pdf to determine how the superseded data were derived.
 AG6379
 AG6379_MARKER: DB = BENCH MARK DISK
 AG6379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG6379_SP_SET: LIGHT STRUCTURE
 AG6379_STAMPING: NO 4, 1975
 AG6379_MARK LOGO: NOS
 AG6379_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6379
 AG6379  HISTORY     - Date     Condition        Report By
 AG6379  HISTORY     - 1975     MONUMENTED       NGS
 AG6379  HISTORY     - 1976     GOOD             NGS
 AG6379  HISTORY     - 19900616 MARK NOT FOUND   FLDNR
 AG6379
 AG6379                          STATION DESCRIPTION
 AG6379
 AG6379'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6379'1.4 MI S FROM CLEARWATER.
 AG6379'FROM THE INTERSECTION OF U.S. 19 AND SR 60, PROCEED SOUTH ON U.S. 19
 AG6379'ABOUT 1.4 MILES TO A CONCRETE CULVERT.  THE BENCH MARK IS SET FLUSH IN
 AG6379'THE CONCRETE, 60 FEET NORTHWEST OF A LARGE SIGN GOING INTO THE PARKING
 AG6379'LOT OF A PLAZA, 41 FEET EAST OF THE CENTERLINE OF THE NORTH BOUND LANE
 AG6379'OF U.S. 19, 22 FEET WEST OF THE WEST EDGE OF A SIDEWALK, 700 FEET
 AG6379'NORTH OF THE CENTERLINE OF BELLEAIR ROAD.
 AG6379
 AG6379                          STATION RECOVERY (1990)
 AG6379
 AG6379'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6379'THIS MARK WAS NOT RECOVERED THIS DATE.  THERE HAS BEEN MUCH
 AG6379'CONSTRUTION WORK WIDENING OF ROAD AND PARKING LOT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6035 ***********************************************************************
 AG6035  DESIGNATION -  872 6692 TIDAL 1
 AG6035  PID         -  AG6035
 AG6035  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6035  COUNTRY     -  US
 AG6035  USGS QUAD   -  TAMPA (2018)
 AG6035
 AG6035                         *CURRENT SURVEY CONTROL
 AG6035  ______________________________________________________________________
 AG6035* NAD 83(1986) POSITION- 27 56 49.     (N) 082 27 23.     (W)   SCALED
 AG6035* NAVD 88 ORTHO HEIGHT -     5.276 (meters)       17.31  (feet) ADJUSTED
 AG6035  ______________________________________________________________________
 AG6035  GEOID HEIGHT    -        -25.004 (meters)                     GEOID18
 AG6035  DYNAMIC HEIGHT  -          5.268 (meters)       17.28  (feet) COMP
 AG6035  MODELED GRAVITY -    979,187.1   (mgal)                       NAVD 88
 AG6035
 AG6035  VERT ORDER      -  FIRST     CLASS II
 AG6035
 AG6035.The horizontal coordinates were scaled from a map and have
 AG6035.an estimated accuracy of +/- 6 seconds.
 AG6035
 AG6035.The orthometric height was determined by differential leveling and
 AG6035.adjusted by the NATIONAL GEODETIC SURVEY
 AG6035.in June 1991.
 AG6035
 AG6035.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6035.GEOID18 height accuracy estimate available here.
 AG6035
 AG6035.Click photographs - Photos may exist for this station.
 AG6035
 AG6035.The dynamic height is computed by dividing the NAVD 88
 AG6035.geopotential number by the normal gravity value computed on the
 AG6035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6035.degrees latitude (g = 980.6199 gals.).
 AG6035
 AG6035.The modeled gravity was interpolated from observed gravity values.
 AG6035
 AG6035;                    North         East    Units  Estimated Accuracy
 AG6035;SPC FL W     -   400,410.      155,090.      MT  (+/- 180 meters Scaled)
 AG6035
 AG6035_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL567921(NAD 83)
 AG6035
 AG6035                          SUPERSEDED SURVEY CONTROL
 AG6035
 AG6035  NGVD 29 (??/??/92)    5.538  (m)           18.17   (f) ADJ UNCH    1 2
 AG6035
 AG6035.Superseded values are not recommended for survey control.
 AG6035
 AG6035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6035.See file dsdata.pdf to determine how the superseded data were derived.
 AG6035
 AG6035_MARKER: DB = BENCH MARK DISK
 AG6035_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG6035_SP_SET: PAVEMENT
 AG6035_STAMPING: NO 1
 AG6035_MARK LOGO: CGS
 AG6035_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6035
 AG6035  HISTORY     - Date     Condition        Report By
 AG6035  HISTORY     - UNK      MONUMENTED       CGS
 AG6035  HISTORY     - 1958     GOOD             CGS
 AG6035  HISTORY     - 1966     MARK NOT FOUND   CGS
 AG6035  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG6035
 AG6035                          STATION DESCRIPTION
 AG6035
 AG6035'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 AG6035'AT TAMPA.
 AG6035'AT TAMPA, 38 YARDS SOUTH OF THE SOUTH CURB OF LAFAYETTE STREET,
 AG6035'13 FT. WEST OF THE WEST CURB OF FLORIDA AVENUE, 0.3 FT. SOUTH
 AG6035'OF THE SOUTH WALL OF THE CITY HALL.  SET IN THE TOP OF THE
 AG6035'CONCRETE PAVEMENT.
 AG6035
 AG6035                          STATION RECOVERY (1966)
 AG6035
 AG6035'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966
 AG6035'MARK NOT FOUND.
 AG6035
 AG6035                          STATION RECOVERY (1990)
 AG6035
 AG6035'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG6035'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6032 ***********************************************************************
 AG6032  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6032  DESIGNATION -  872 6693 3
 AG6032  PID         -  AG6032
 AG6032  STATE/COUNTY-  FL/HILLSBOROUGH
 AG6032  COUNTRY     -  US
 AG6032  USGS QUAD   -  TAMPA (2018)
 AG6032
 AG6032                         *CURRENT SURVEY CONTROL
 AG6032  ______________________________________________________________________
 AG6032* NAD 83(1986) POSITION- 27 56 31.0    (N) 082 27 29.4    (W)   HD_HELD2
 AG6032* NAVD 88 ORTHO HEIGHT -     5.958 (meters)       19.55  (feet) ADJUSTED
 AG6032  ______________________________________________________________________
 AG6032  GEOID HEIGHT    -        -24.997 (meters)                     GEOID18
 AG6032  DYNAMIC HEIGHT  -          5.949 (meters)       19.52  (feet) COMP
 AG6032  MODELED GRAVITY -    979,186.5   (mgal)                       NAVD 88
 AG6032
 AG6032  VERT ORDER      -  SECOND    CLASS I
 AG6032
 AG6032.The horizontal coordinates were established by autonomous hand held GPS
 AG6032.observations and have an estimated accuracy of +/- 10 meters.
 AG6032
 AG6032.The orthometric height was determined by differential leveling and
 AG6032.adjusted by the NATIONAL GEODETIC SURVEY
 AG6032.in September 2010.
 AG6032
 AG6032.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6032.GEOID18 height accuracy estimate available here.
 AG6032
 AG6032.This Tidal Bench Mark is designated as VM 7518
 AG6032.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6032
 AG6032.Click photographs - Photos may exist for this station.
 AG6032
 AG6032.The dynamic height is computed by dividing the NAVD 88
 AG6032.geopotential number by the normal gravity value computed on the
 AG6032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6032.degrees latitude (g = 980.6199 gals.).
 AG6032
 AG6032.The modeled gravity was interpolated from observed gravity values.
 AG6032
 AG6032;                    North         East    Units  Estimated Accuracy
 AG6032;SPC FL W     -   399,860.      154,912.      MT  (+/- 10 meters HH2 GPS)
 AG6032
 AG6032_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5654391626(NAD 83)
 AG6032
 AG6032                          SUPERSEDED SURVEY CONTROL
 AG6032
 AG6032  NAVD 88 (03/30/95)    5.987  (m)           19.64   (f) SUPERSEDED  1 2
 AG6032  NAVD 88 (06/15/91)    5.953  (m)           19.53   (f) SUPERSEDED  1 2
 AG6032  NGVD 29 (??/??/92)    6.214  (m)           20.39   (f) ADJ UNCH    1 2
 AG6032
 AG6032.Superseded values are not recommended for survey control.
 AG6032
 AG6032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6032.See file dsdata.pdf to determine how the superseded data were derived.
 AG6032
 AG6032_MARKER: DB = BENCH MARK DISK
 AG6032_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG6032_SP_SET: BRIDGE CURB APRON
 AG6032_STAMPING: NO III
 AG6032_MARK LOGO: CGS
 AG6032_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG6032_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG6032_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG6032+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 AG6032
 AG6032  HISTORY     - Date     Condition        Report By
 AG6032  HISTORY     - UNK      MONUMENTED       CGS
 AG6032  HISTORY     - 1966     GOOD             CGS
 AG6032  HISTORY     - 1978     GOOD             NGS
 AG6032  HISTORY     - 1982     GOOD             FLDNR
 AG6032  HISTORY     - 19900407 GOOD             FLDNR
 AG6032  HISTORY     - 20030920 GOOD             USPSQD
 AG6032  HISTORY     - 20080826 GOOD             FLDEP
 AG6032
 AG6032                          STATION DESCRIPTION
 AG6032
 AG6032'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 AG6032'AT TAMPA.
 AG6032'AT TAMPA, AT THE EAST END OF THE DRAW SPAN OF THE PLATT STREET
 AG6032'BRIDGE OVER THE HILLSBOROUGH RIVER, 15.7 FEET NORTH OF THE
 AG6032'NORTH CURB OF THE BRIDGE, 4 FEET EAST OF THE EAST WALL OF THE
 AG6032'BRIDGE TENDERS SHACK, 0.4 FOOT SOUTH OF THE SOUTH FACE OF THE
 AG6032'NORTH CONCRETE GUARD RAIL, 1 FOOT ABOVE THE LEVEL OF THE ROADWAY
 AG6032'AND IN THE TOP OF THE CONCRETE BRIDGE FLOOR.
 AG6032
 AG6032                          STATION RECOVERY (1978)
 AG6032
 AG6032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG6032'RECOVERED IN GOOD CONDITION.
 AG6032
 AG6032                          STATION RECOVERY (1982)
 AG6032
 AG6032'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6032'RECOVERED IN GOOD CONDITION.
 AG6032
 AG6032                          STATION RECOVERY (1990)
 AG6032
 AG6032'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG6032'THE BENCH MARK IS LOCATED IN DOWNTOWN TAMPA ON THE PLATT STREET DRAW
 AG6032'BRIDGE OVER THE HILLSBOROUGH RIVER, HILLSBOROUGH COUNTY FL.  TO REACH
 AG6032'THE MARK FROM THE INTERSECTION OF BAYSHORE BLVD AND PLATT STREET
 AG6032'PROCEED EAST 420 FT (128.02 M) ONTO THE PLATT STREET BRIDGE, THE MARK
 AG6032'IS IN THE SIDEWALK ON THE NORTH SIDE OF THE BRIDGE.  THE MARK IS
 AG6032'LOCATED 36.0 FT (10.97 M) NORTH OF THE CENTERLINE OF THE PLATT STREET
 AG6032'BRIDGE, 3.9 FT (1.19 M) EAST OF THE EAST WALL OF THE BRIDGE TENDERS
 AG6032'HOUSE, AND 0.3 FT (0.09 M) SOUTH OF THE FACE OF THE NORTH CONCRETE
 AG6032'GUARD RAIL.
 AG6032
 AG6032                          STATION RECOVERY (2003)
 AG6032
 AG6032'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG6032'RECOVERED IN GOOD CONDITION.
 AG6032
 AG6032                          STATION RECOVERY (2008)
 AG6032
 AG6032'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG6032'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7448 ***********************************************************************
 AG7448  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7448  DESIGNATION -  872 6693 A TIDAL
 AG7448  PID         -  AG7448
 AG7448  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7448  COUNTRY     -  US
 AG7448  USGS QUAD   -  TAMPA (2018)
 AG7448
 AG7448                         *CURRENT SURVEY CONTROL
 AG7448  ______________________________________________________________________
 AG7448* NAD 83(1986) POSITION- 27 56 51.     (N) 082 27 41.     (W)   SCALED
 AG7448* NAVD 88 ORTHO HEIGHT -     1.245 (meters)        4.08  (feet) ADJUSTED
 AG7448  ______________________________________________________________________
 AG7448  GEOID HEIGHT    -        -24.999 (meters)                     GEOID18
 AG7448  DYNAMIC HEIGHT  -          1.243 (meters)        4.08  (feet) COMP
 AG7448  MODELED GRAVITY -    979,187.2   (mgal)                       NAVD 88
 AG7448
 AG7448  VERT ORDER      -  SECOND    CLASS I
 AG7448
 AG7448.The horizontal coordinates were scaled from a map and have
 AG7448.an estimated accuracy of +/- 6 seconds.
 AG7448
 AG7448.The orthometric height was determined by differential leveling and
 AG7448.adjusted by the NATIONAL GEODETIC SURVEY
 AG7448.in June 1991.
 AG7448
 AG7448.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7448.GEOID18 height accuracy estimate available here.
 AG7448
 AG7448.This Tidal Bench Mark is designated as VM 7511
 AG7448.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7448
 AG7448.Click photographs - Photos may exist for this station.
 AG7448
 AG7448.The dynamic height is computed by dividing the NAVD 88
 AG7448.geopotential number by the normal gravity value computed on the
 AG7448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7448.degrees latitude (g = 980.6199 gals.).
 AG7448
 AG7448.The modeled gravity was interpolated from observed gravity values.
 AG7448
 AG7448;                    North         East    Units  Estimated Accuracy
 AG7448;SPC FL W     -   400,480.      154,600.      MT  (+/- 180 meters Scaled)
 AG7448
 AG7448_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL562922(NAD 83)
 AG7448
 AG7448                          SUPERSEDED SURVEY CONTROL
 AG7448
 AG7448  NGVD 29 (??/??/92)    1.507  (m)            4.94   (f) ADJ UNCH    2 1
 AG7448
 AG7448.Superseded values are not recommended for survey control.
 AG7448
 AG7448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7448.See file dsdata.pdf to determine how the superseded data were derived.
 AG7448
 AG7448_MARKER: DD = SURVEY DISK
 AG7448_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7448_SP_SET: SEAWALL
 AG7448_STAMPING: 6693 A 1976
 AG7448_MARK LOGO: NOS
 AG7448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7448+STABILITY: SURFACE MOTION
 AG7448
 AG7448  HISTORY     - Date     Condition        Report By
 AG7448  HISTORY     - 1976     MONUMENTED       NOS
 AG7448  HISTORY     - 1982     GOOD             FLDNR
 AG7448  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7448  HISTORY     - 19900407 MARK NOT FOUND   FLDNR
 AG7448
 AG7448                          STATION DESCRIPTION
 AG7448
 AG7448'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7448'IN TAMPA.
 AG7448'THE MARK IS NORTH OF THE KENNEDY BOULEVARD BRIDGE (STATE
 AG7448'HIGHWAY 60) OVER THE HILLSBOROUGH RIVER.  THE MARK IS SET
 AG7448'IN THE TOP OF THE CONCRETE SEAWALL ON THE EAST SIDE OF THE
 AG7448'RIVER, 275 FEET NORTH OF THE NORTH SIDE OF THE BRIDGE, 51
 AG7448'FEET WEST OF THE WEST CURB OF DOYLE CARLTON DRIVE, AND 72
 AG7448'FEET SOUTHWEST OF BENCH MARK 6693 B 1976.
 AG7448'THE MARK IS 3 FT BELOW DOYLE CARLTON DRIVE.
 AG7448
 AG7448                          STATION RECOVERY (1990)
 AG7448
 AG7448'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7448'MARK NOT FOUND.
 AG7448
 AG7448                          STATION RECOVERY (1990)
 AG7448
 AG7448'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7448'NOT RECOVERED, CONSIDERED DESTROYED AS SEA WALL IS NO LONGER PRESENT.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7449 ***********************************************************************
 AG7449  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7449  DESIGNATION -  872 6693 B TIDAL
 AG7449  PID         -  AG7449
 AG7449  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7449  COUNTRY     -  US
 AG7449  USGS QUAD   -  TAMPA (2018)
 AG7449
 AG7449                         *CURRENT SURVEY CONTROL
 AG7449  ______________________________________________________________________
 AG7449* NAD 83(1986) POSITION- 27 56 54.     (N) 082 27 42.     (W)   SCALED
 AG7449* NAVD 88 ORTHO HEIGHT -     1.830 (meters)        6.00  (feet) ADJUSTED
 AG7449  ______________________________________________________________________
 AG7449  GEOID HEIGHT    -        -25.000 (meters)                     GEOID18
 AG7449  DYNAMIC HEIGHT  -          1.828 (meters)        6.00  (feet) COMP
 AG7449  MODELED GRAVITY -    979,187.2   (mgal)                       NAVD 88
 AG7449
 AG7449  VERT ORDER      -  SECOND    CLASS I
 AG7449
 AG7449.The horizontal coordinates were scaled from a map and have
 AG7449.an estimated accuracy of +/- 6 seconds.
 AG7449
 AG7449.The orthometric height was determined by differential leveling and
 AG7449.adjusted by the NATIONAL GEODETIC SURVEY
 AG7449.in June 1991.
 AG7449
 AG7449.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7449.GEOID18 height accuracy estimate available here.
 AG7449
 AG7449.This Tidal Bench Mark is designated as VM 7512
 AG7449.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7449
 AG7449.Click photographs - Photos may exist for this station.
 AG7449
 AG7449.The dynamic height is computed by dividing the NAVD 88
 AG7449.geopotential number by the normal gravity value computed on the
 AG7449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7449.degrees latitude (g = 980.6199 gals.).
 AG7449
 AG7449.The modeled gravity was interpolated from observed gravity values.
 AG7449
 AG7449;                    North         East    Units  Estimated Accuracy
 AG7449;SPC FL W     -   400,570.      154,570.      MT  (+/- 180 meters Scaled)
 AG7449
 AG7449_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL562923(NAD 83)
 AG7449
 AG7449                          SUPERSEDED SURVEY CONTROL
 AG7449
 AG7449  NGVD 29 (??/??/92)    2.092  (m)            6.86   (f) ADJ UNCH    2 1
 AG7449
 AG7449.Superseded values are not recommended for survey control.
 AG7449
 AG7449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7449.See file dsdata.pdf to determine how the superseded data were derived.
 AG7449
 AG7449_MARKER: DD = SURVEY DISK
 AG7449_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7449+WITH SETTING: PAVEMENT
 AG7449_SP_SET: STREET LIGHT BASE
 AG7449_STAMPING: 6693 B 1976
 AG7449_MARK LOGO: NOS
 AG7449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7449+STABILITY: SURFACE MOTION
 AG7449
 AG7449  HISTORY     - Date     Condition        Report By
 AG7449  HISTORY     - 1976     MONUMENTED       NOS
 AG7449  HISTORY     - 1982     GOOD             FLDNR
 AG7449  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 AG7449  HISTORY     - 19900407 MARK NOT FOUND   FLDNR
 AG7449
 AG7449                          STATION DESCRIPTION
 AG7449
 AG7449'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7449'IN TAMPA.
 AG7449'THE MARK IS NORTH OF THE KENNEDY BOULEVARD BRIDGE (STATE
 AG7449'HIGHWAY 60) OVER THE HILLSBOROUGH RIVER.  THE MARK IS ON THE
 AG7449'EAST SIDE OF THE RIVER, 37.3 FEET EAST OF THE SEAWALL, 3 FEET
 AG7449'WEST OF THE WEST CURB OF DOYLE CARLTON DRIVE, 72 FEET NORTHEAST
 AG7449'OF BENCH MARK 6693 A 1976, AND IS SET IN THE NORTHEAST CORNER
 AG7449'OF THE BASE FOR LAMP POLE 14.
 AG7449
 AG7449                          STATION RECOVERY (1990)
 AG7449
 AG7449'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7449'MARK NOT FOUND.
 AG7449
 AG7449                          STATION RECOVERY (1990)
 AG7449
 AG7449'RECOVERY NOTE BY FL DEPT OF NAT RES 1990
 AG7449'NOT RECOVERED, CONSIDERED DESTROYED AS LAMP POLE IS GONE AND DOYLE
 AG7449'CARLTON DRIVE HAS BEEN WIDENED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7541 ***********************************************************************
 AG7541  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7541  DESIGNATION -  872 6696 A TIDAL
 AG7541  PID         -  AG7541
 AG7541  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7541  COUNTRY     -  US
 AG7541  USGS QUAD   -  TAMPA (2018)
 AG7541
 AG7541                         *CURRENT SURVEY CONTROL
 AG7541  ______________________________________________________________________
 AG7541* NAD 83(1986) POSITION- 27 56 48.     (N) 082 24 05.     (W)   SCALED
 AG7541* NAVD 88 ORTHO HEIGHT -     4.500 (meters)       14.76  (feet) ADJUSTED
 AG7541  ______________________________________________________________________
 AG7541  GEOID HEIGHT    -        -25.062 (meters)                     GEOID18
 AG7541  DYNAMIC HEIGHT  -          4.493 (meters)       14.74  (feet) COMP
 AG7541  MODELED GRAVITY -    979,186.3   (mgal)                       NAVD 88
 AG7541
 AG7541  VERT ORDER      -  FIRST     CLASS II
 AG7541
 AG7541.The horizontal coordinates were scaled from a map and have
 AG7541.an estimated accuracy of +/- 6 seconds.
 AG7541
 AG7541.The orthometric height was determined by differential leveling and
 AG7541.adjusted by the NATIONAL GEODETIC SURVEY
 AG7541.in July 2009.
 AG7541
 AG7541.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7541.GEOID18 height accuracy estimate available here.
 AG7541
 AG7541.This Tidal Bench Mark is designated as VM 7521
 AG7541.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7541
 AG7541.Click photographs - Photos may exist for this station.
 AG7541
 AG7541.The dynamic height is computed by dividing the NAVD 88
 AG7541.geopotential number by the normal gravity value computed on the
 AG7541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7541.degrees latitude (g = 980.6199 gals.).
 AG7541
 AG7541.The modeled gravity was interpolated from observed gravity values.
 AG7541
 AG7541;                    North         East    Units  Estimated Accuracy
 AG7541;SPC FL W     -   400,360.      160,500.      MT  (+/- 180 meters Scaled)
 AG7541
 AG7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL621920(NAD 83)
 AG7541
 AG7541                          SUPERSEDED SURVEY CONTROL
 AG7541
 AG7541  NAVD 88 (06/15/91)    4.498  (m)           14.76   (f) SUPERSEDED  2 1
 AG7541
 AG7541.Superseded values are not recommended for survey control.
 AG7541
 AG7541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7541.See file dsdata.pdf to determine how the superseded data were derived.
 AG7541
 AG7541_MARKER: DD = SURVEY DISK
 AG7541_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7541_SP_SET: BRIDGE ABUTMENT
 AG7541_STAMPING: 6696 A 1977
 AG7541_MARK LOGO: NOS
 AG7541_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7541_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7541+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 AG7541
 AG7541  HISTORY     - Date     Condition        Report By
 AG7541  HISTORY     - 1977     MONUMENTED       NOS
 AG7541  HISTORY     - 1982     GOOD             FLDNR
 AG7541  HISTORY     - 20030919 GOOD             USPSQD
 AG7541  HISTORY     - 20070620 GOOD             FLDEP
 AG7541  HISTORY     - 20170422 MARK NOT FOUND   NGS
 AG7541
 AG7541                          STATION DESCRIPTION
 AG7541
 AG7541'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7541'IN TAMPA.
 AG7541'THE MARK IS AT THE U.S. HIGHWAY 41 BRIDGE OVER PALM RIVER.  THE
 AG7541'MARK IS IN THE NORTHEAST ABUTMENT OF THE NORTHBOUND HIGHWAY BRIDGE,
 AG7541'22.5 FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE, AND 0.5
 AG7541'FOOT SOUTH OF THE NORTHEAST END OF THE BRIDGE.
 AG7541
 AG7541                          STATION RECOVERY (2003)
 AG7541
 AG7541'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7541'RECOVERED IN GOOD CONDITION.
 AG7541
 AG7541                          STATION RECOVERY (2007)
 AG7541
 AG7541'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7541'THE MARK IS ABOUT 3.5 MI (5.6 KM) EAST OF TAMPA, IN SECTION 22,
 AG7541'TOWNSHIP 29 SOUTH, RANGE 19 EAST.
 AG7541'
 AG7541'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 (EAST
 AG7541'ADAMO DRIVE) AND U.S. HIGHWAY 41 ON THE EAST SIDE OF TAMPA, GO SOUTH
 AG7541'ON U.S. HIGHWAY 41 FOR 0.35 MI (0.6 KM) TO THE NORTH END OF THE PALM
 AG7541'RIVER BRIDGE AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE
 AG7541'NORTHEAST BRIDGE ABUTMENT OF U.S. HIGHWAY 41 NORTHBOUND LANES SPANNING
 AG7541'PALM RIVER.
 AG7541'
 AG7541'LOCATED 22.5 FT (6.9 M) EAST OF THE CENTERLINE OF U.S. HIGHWAY 41
 AG7541'NORTHBOUND LANES AND 0.5 FT (0.2 M) SOUTH OF THE NORTHEAST CORNER OF
 AG7541'THE BRIDGE.
 AG7541
 AG7541                          STATION RECOVERY (2017)
 AG7541
 AG7541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG7541'MARK NOT FOUND  IT IS PRESUMED THAT NEW BRIDGE, FREEWAY CONSTRUCTION
 AG7541'AND NEW LANES ADDED TO HIGHWAY 60 HAVE DESTROYED THIS MARK
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7542 ***********************************************************************
 AG7542  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7542  DESIGNATION -  872 6696 D TIDAL
 AG7542  PID         -  AG7542
 AG7542  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7542  COUNTRY     -  US
 AG7542  USGS QUAD   -  TAMPA (2018)
 AG7542
 AG7542                         *CURRENT SURVEY CONTROL
 AG7542  ______________________________________________________________________
 AG7542* NAD 83(1986) POSITION- 27 56 48.     (N) 082 24 06.     (W)   SCALED
 AG7542* NAVD 88 ORTHO HEIGHT -     5.458 (meters)       17.91  (feet) ADJUSTED
 AG7542  ______________________________________________________________________
 AG7542  GEOID HEIGHT    -        -25.062 (meters)                     GEOID18
 AG7542  DYNAMIC HEIGHT  -          5.450 (meters)       17.88  (feet) COMP
 AG7542  MODELED GRAVITY -    979,186.3   (mgal)                       NAVD 88
 AG7542
 AG7542  VERT ORDER      -  FIRST     CLASS II
 AG7542
 AG7542.The horizontal coordinates were scaled from a map and have
 AG7542.an estimated accuracy of +/- 6 seconds.
 AG7542
 AG7542.The orthometric height was determined by differential leveling and
 AG7542.adjusted by the NATIONAL GEODETIC SURVEY
 AG7542.in July 2009.
 AG7542
 AG7542.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7542.GEOID18 height accuracy estimate available here.
 AG7542
 AG7542.This Tidal Bench Mark is designated as VM 7522
 AG7542.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7542
 AG7542.Click photographs - Photos may exist for this station.
 AG7542
 AG7542.The dynamic height is computed by dividing the NAVD 88
 AG7542.geopotential number by the normal gravity value computed on the
 AG7542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7542.degrees latitude (g = 980.6199 gals.).
 AG7542
 AG7542.The modeled gravity was interpolated from observed gravity values.
 AG7542
 AG7542;                    North         East    Units  Estimated Accuracy
 AG7542;SPC FL W     -   400,360.      160,470.      MT  (+/- 180 meters Scaled)
 AG7542
 AG7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL621920(NAD 83)
 AG7542
 AG7542                          SUPERSEDED SURVEY CONTROL
 AG7542
 AG7542  NAVD 88 (06/15/91)    5.455  (m)           17.90   (f) SUPERSEDED  2 1
 AG7542
 AG7542.Superseded values are not recommended for survey control.
 AG7542
 AG7542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7542.See file dsdata.pdf to determine how the superseded data were derived.
 AG7542
 AG7542_MARKER: DD = SURVEY DISK
 AG7542_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7542_SP_SET: BRIDGE GUARDRAIL
 AG7542_STAMPING: 6696 D
 AG7542_MARK LOGO: FLSRD
 AG7542_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7542+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 AG7542
 AG7542  HISTORY     - Date     Condition        Report By
 AG7542  HISTORY     - UNK      MONUMENTED       FLDT
 AG7542  HISTORY     - 1982     GOOD             FLDNR
 AG7542  HISTORY     - 20030919 GOOD             USPSQD
 AG7542  HISTORY     - 20070620 GOOD             FLDEP
 AG7542  HISTORY     - 20170422 MARK NOT FOUND   NGS
 AG7542
 AG7542                          STATION DESCRIPTION
 AG7542
 AG7542'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7542'IN TAMPA.
 AG7542'THE MARK IS AT THE U.S. HIGHWAY 41 BRIDGE OVER PALM RIVER.  THE
 AG7542'MARK IS SET IN THE TOP OF THE BRIDGE RAIL OF THE SOUTHBOUND HIGHWAY
 AG7542'BRIDGE AT THE NORTHWEST CORNER, 20 FEET WEST OF THE CENTERLINE OF
 AG7542'THE SOUTHBOUND LANE, AND 0.5 FOOT SOUTH OF THE NORTH END OF THE
 AG7542'RAIL.  THE MARK WAS STAMPED BY FLDNR.
 AG7542'THE MARK IS 3 FT ABOVE ROAD.
 AG7542
 AG7542                          STATION RECOVERY (2003)
 AG7542
 AG7542'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7542'RECOVERED IN GOOD CONDITION.
 AG7542
 AG7542                          STATION RECOVERY (2007)
 AG7542
 AG7542'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7542'THE MARK IS ABOUT 3.5 MI (5.6 KM) EAST OF TAMPA, IN SECTION 21,
 AG7542'TOWNSHIP 29 SOUTH, RANGE 19 EAST.
 AG7542'
 AG7542'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 (EAST
 AG7542'ADAMO DRIVE) AND U.S. HIGHWAY 41 ON THE EAST SIDE OF TAMPA, GO SOUTH
 AG7542'ON U.S. HIGHWAY 41 FOR 0.35 MI (0.6 KM) TO THE NORTH END OF THE PALM
 AG7542'RIVER BRIDGE AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE
 AG7542'NORTHWEST BRIDGE RAIL ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL WITH U.S.
 AG7542'HIGHWAY 41 SOUTHBOUND LANES SPANNING PALM RIVER.
 AG7542'
 AG7542'LOCATED 19.7 FT (6.0 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY 41
 AG7542'SOUTHBOUND LANES AND 0.7 FT (0.2 M) SOUTHWEST OF THE NORTHEAST CORNER
 AG7542'OF THE NORTHWEST BRIDGE GUARD RAIL OF U.S. HIGHWAY 41 SOUTHBOUND
 AG7542'LANES.
 AG7542
 AG7542                          STATION RECOVERY (2017)
 AG7542
 AG7542'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG7542'MARK NOT FOUND  IT IS PRESUMED THAT NEW BRIDGE, FREEWAY CONSTRUCTION
 AG7542'AND NEW LANES ADDED TO HIGHWAY 60 HAVE DESTROYED THIS MARK
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7543 ***********************************************************************
 AG7543  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7543  DESIGNATION -  872 6696 E TIDAL
 AG7543  PID         -  AG7543
 AG7543  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7543  COUNTRY     -  US
 AG7543  USGS QUAD   -  TAMPA (2018)
 AG7543
 AG7543                         *CURRENT SURVEY CONTROL
 AG7543  ______________________________________________________________________
 AG7543* NAD 83(1986) POSITION- 27 56 48.     (N) 082 24 06.     (W)   SCALED
 AG7543* NAVD 88 ORTHO HEIGHT -     4.502 (meters)       14.77  (feet) ADJUSTED
 AG7543  ______________________________________________________________________
 AG7543  GEOID HEIGHT    -        -25.062 (meters)                     GEOID18
 AG7543  DYNAMIC HEIGHT  -          4.495 (meters)       14.75  (feet) COMP
 AG7543  MODELED GRAVITY -    979,186.3   (mgal)                       NAVD 88
 AG7543
 AG7543  VERT ORDER      -  FIRST     CLASS II
 AG7543
 AG7543.The horizontal coordinates were scaled from a map and have
 AG7543.an estimated accuracy of +/- 6 seconds.
 AG7543
 AG7543.The orthometric height was determined by differential leveling and
 AG7543.adjusted by the NATIONAL GEODETIC SURVEY
 AG7543.in July 2009.
 AG7543
 AG7543.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7543.GEOID18 height accuracy estimate available here.
 AG7543
 AG7543.This Tidal Bench Mark is designated as VM 7523
 AG7543.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7543
 AG7543.Click photographs - Photos may exist for this station.
 AG7543
 AG7543.The dynamic height is computed by dividing the NAVD 88
 AG7543.geopotential number by the normal gravity value computed on the
 AG7543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7543.degrees latitude (g = 980.6199 gals.).
 AG7543
 AG7543.The modeled gravity was interpolated from observed gravity values.
 AG7543
 AG7543;                    North         East    Units  Estimated Accuracy
 AG7543;SPC FL W     -   400,360.      160,470.      MT  (+/- 180 meters Scaled)
 AG7543
 AG7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL621920(NAD 83)
 AG7543
 AG7543                          SUPERSEDED SURVEY CONTROL
 AG7543
 AG7543  NAVD 88 (06/15/91)    4.499  (m)           14.76   (f) SUPERSEDED  2 1
 AG7543
 AG7543.Superseded values are not recommended for survey control.
 AG7543
 AG7543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7543.See file dsdata.pdf to determine how the superseded data were derived.
 AG7543
 AG7543_MARKER: DD = SURVEY DISK
 AG7543_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AG7543_SP_SET: BRIDGE ABUTMENT
 AG7543_STAMPING: 6696 E S
 AG7543_MARK LOGO: FLSRD
 AG7543_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7543+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 AG7543
 AG7543  HISTORY     - Date     Condition        Report By
 AG7543  HISTORY     - UNK      MONUMENTED       FLDT
 AG7543  HISTORY     - 1982     GOOD             FLDNR
 AG7543  HISTORY     - 20030919 GOOD             USPSQD
 AG7543  HISTORY     - 20070214 GOOD             FL-057
 AG7543  HISTORY     - 20070620 GOOD             FLDEP
 AG7543  HISTORY     - 20170422 MARK NOT FOUND   NGS
 AG7543
 AG7543                          STATION DESCRIPTION
 AG7543
 AG7543'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7543'IN TAMPA.
 AG7543'THE MARK IS AT THE U.S. HIGHWAY 41 BRIDGE OVER PALM RIVER.  THE
 AG7543'MARK IS SET IN THE NORTH ABUTMENT OF THE SOUTHBOUND BRIDGE, 22.1
 AG7543'FEET WEST OF THE CENTERLINE OF THE SOUTHBOUND LANE, AND 2.1 FEET
 AG7543'WEST OF THE BRIDGE RAIL.
 AG7543
 AG7543                          STATION RECOVERY (2003)
 AG7543
 AG7543'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7543'RECOVERED IN GOOD CONDITION.
 AG7543
 AG7543                          STATION RECOVERY (2007)
 AG7543
 AG7543'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2007 (JG)
 AG7543'RECOVERED AS DESCRIBED
 AG7543
 AG7543                          STATION RECOVERY (2007)
 AG7543
 AG7543'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7543'THE MARK IS ABOUT 3.5 MI (5.6 KM) EAST OF TAMPA, IN SECTION 15,
 AG7543'TOWNSHIP 29 SOUTH, RANGE 19 EAST.
 AG7543'
 AG7543'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 (EAST
 AG7543'ADAMO DRIVE) AND U.S. HIGHWAY 41 ON THE EAST SIDE OF TAMPA, GO SOUTH
 AG7543'ON U.S. HIGHWAY 41 FOR 0.35 MI (0.6 KM) TO THE NORTH END OF THE PALM
 AG7543'RIVER BRIDGE AND THE MARK ON THE RIGHT, SET FLUSH IN THE TOP OF THE
 AG7543'NORTHWEST BRIDGE ABUTMENT ABOUT LEVEL WITH U.S. HIGHWAY 41 SOUTHBOUND
 AG7543'LANES SPANNING PALM RIVER.
 AG7543'
 AG7543'LOCATED 22.0 FT (6.7 M) WEST OF THE CENTERLINE OF U.S. HIGHWAY 41
 AG7543'SOUTHBOUND LANES, 2.0 FT (0.6 M) WEST OF THE BRIDGE GUARD RAIL AND 0.7
 AG7543'FT (0.2 M) SOUTHEAST OF THE NORTHWEST CORNER OF THE ABUTMENT.
 AG7543
 AG7543                          STATION RECOVERY (2017)
 AG7543
 AG7543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG7543'MARK NOT FOUND  IT IS PRESUMED THAT NEW BRIDGE, FREEWAY CONSTRUCTION
 AG7543'AND NEW LANES ADDED TO HIGHWAY 60 HAVE DESTROYED THIS MARK
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7540 ***********************************************************************
 AG7540  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7540  DESIGNATION -  872 6696 H TIDAL
 AG7540  PID         -  AG7540
 AG7540  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7540  COUNTRY     -  US
 AG7540  USGS QUAD   -  TAMPA (2018)
 AG7540
 AG7540                         *CURRENT SURVEY CONTROL
 AG7540  ______________________________________________________________________
 AG7540* NAD 83(1986) POSITION- 27 56 41.     (N) 082 24 05.     (W)   SCALED
 AG7540* NAVD 88 ORTHO HEIGHT -     4.200 (meters)       13.78  (feet) ADJUSTED
 AG7540  ______________________________________________________________________
 AG7540  GEOID HEIGHT    -        -25.060 (meters)                     GEOID18
 AG7540  DYNAMIC HEIGHT  -          4.194 (meters)       13.76  (feet) COMP
 AG7540  MODELED GRAVITY -    979,186.1   (mgal)                       NAVD 88
 AG7540
 AG7540  VERT ORDER      -  FIRST     CLASS II
 AG7540
 AG7540.The horizontal coordinates were scaled from a map and have
 AG7540.an estimated accuracy of +/- 6 seconds.
 AG7540
 AG7540.The orthometric height was determined by differential leveling and
 AG7540.adjusted by the NATIONAL GEODETIC SURVEY
 AG7540.in July 2009.
 AG7540
 AG7540.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7540.GEOID18 height accuracy estimate available here.
 AG7540
 AG7540.This Tidal Bench Mark is designated as VM 7524
 AG7540.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7540
 AG7540.Click photographs - Photos may exist for this station.
 AG7540
 AG7540.The dynamic height is computed by dividing the NAVD 88
 AG7540.geopotential number by the normal gravity value computed on the
 AG7540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7540.degrees latitude (g = 980.6199 gals.).
 AG7540
 AG7540.The modeled gravity was interpolated from observed gravity values.
 AG7540
 AG7540;                    North         East    Units  Estimated Accuracy
 AG7540;SPC FL W     -   400,150.      160,500.      MT  (+/- 180 meters Scaled)
 AG7540
 AG7540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL621918(NAD 83)
 AG7540
 AG7540                          SUPERSEDED SURVEY CONTROL
 AG7540
 AG7540  NAVD 88 (06/15/91)    4.202  (m)           13.79   (f) SUPERSEDED  2 1
 AG7540
 AG7540.Superseded values are not recommended for survey control.
 AG7540
 AG7540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7540.See file dsdata.pdf to determine how the superseded data were derived.
 AG7540
 AG7540_MARKER: DD = SURVEY DISK
 AG7540_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7540_SP_SET: BRIDGE GUARDRAIL
 AG7540_STAMPING: 6696 H 1977
 AG7540_MARK LOGO: FLSRD
 AG7540_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7540_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7540+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 AG7540
 AG7540  HISTORY     - Date     Condition        Report By
 AG7540  HISTORY     - UNK      MONUMENTED       FLDT
 AG7540  HISTORY     - 1982     GOOD             FLDNR
 AG7540  HISTORY     - 20030919 GOOD             USPSQD
 AG7540  HISTORY     - 20070620 GOOD             FLDEP
 AG7540
 AG7540                          STATION DESCRIPTION
 AG7540
 AG7540'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7540'IN TAMPA.
 AG7540'THE MARK IS AT THE U.S. HIGHWAY 41 BRIDGE OVER PALM RIVER.  THE
 AG7540'MARK IS AT THE SOUTHEAST CORNER OF THE NORTHBOUND BRIDGE, 19.5
 AG7540'FEET EAST OF THE CENTERLINE OF THE NORTHBOUND LANE, AND 0.5 FOOT
 AG7540'NORTH OF THE SOUTH END OF THE BRIDGE RAIL.
 AG7540'THE MARK IS 3 FT ABOVE HIGHWAY.
 AG7540
 AG7540                          STATION RECOVERY (2003)
 AG7540
 AG7540'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7540'RECOVERED IN GOOD CONDITION.
 AG7540
 AG7540                          STATION RECOVERY (2007)
 AG7540
 AG7540'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7540'THE MARK IS ABOUT 3.5 MI (5.6 KM) EAST OF TAMPA, IN SECTION 22,
 AG7540'TOWNSHIP 29 SOUTH, RANGE 19 EAST.
 AG7540'
 AG7540'TO REACH THE MARK FROM THE INTERSECTION OF STATE HIGHWAY 60 (EAST
 AG7540'ADAMO DRIVE) AND U.S. HIGHWAY 41 ON THE EAST SIDE OF TAMPA, GO SOUTH
 AG7540'ON U.S. HIGHWAY 41 FOR 0.55 MI (0.6 KM) TO THE SOUTH END OF THE PALM
 AG7540'RIVER BRIDGE AND THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF THE
 AG7540'SOUTHEAST BRIDGE GUARDRAIL ABOUT 3.0 FT (0.9 M) ABOVE THE LEVEL OF
 AG7540'U.S. HIGHWAY 41 NORTHBOUND LANES SPANNING PALM RIVER.
 AG7540'
 AG7540'LOCATED 19.0 FT (5.5 M) EAST OF THE CENTERLINE OF U.S. HIGHWAY 41
 AG7540'NORTHBOUND LANES, 1.3 FT (0.4 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 AG7540'THE BRIDGE GUARDRAIL OF U.S. HIGHWAY 41 NORTHBOUND LANES AND 1.0 FT
 AG7540'(0.3 M) WEST OF THE EAST EDGE OF THE BRIDGE GUARDRAIL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7548 ***********************************************************************
 AG7548  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7548  DESIGNATION -  872 6699 A TIDAL
 AG7548  PID         -  AG7548
 AG7548  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7548  COUNTRY     -  US
 AG7548  USGS QUAD   -  TAMPA (2018)
 AG7548
 AG7548                         *CURRENT SURVEY CONTROL
 AG7548  ______________________________________________________________________
 AG7548* NAD 83(1986) POSITION- 27 56 54.     (N) 082 23 37.     (W)   SCALED
 AG7548* NAVD 88 ORTHO HEIGHT -     0.915 (meters)        3.00  (feet) ADJUSTED
 AG7548  ______________________________________________________________________
 AG7548  GEOID HEIGHT    -        -25.073 (meters)                     GEOID18
 AG7548  DYNAMIC HEIGHT  -          0.914 (meters)        3.00  (feet) COMP
 AG7548  MODELED GRAVITY -    979,186.4   (mgal)                       NAVD 88
 AG7548
 AG7548  VERT ORDER      -  FIRST     CLASS II
 AG7548
 AG7548.The horizontal coordinates were scaled from a map and have
 AG7548.an estimated accuracy of +/- 6 seconds.
 AG7548
 AG7548.The orthometric height was determined by differential leveling and
 AG7548.adjusted by the NATIONAL GEODETIC SURVEY
 AG7548.in September 2007.
 AG7548
 AG7548.No vertical observational check was made to the station.
 AG7548
 AG7548.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7548.GEOID18 height accuracy estimate available here.
 AG7548
 AG7548.This Tidal Bench Mark is designated as VM 7526
 AG7548.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7548
 AG7548.Click photographs - Photos may exist for this station.
 AG7548
 AG7548.The dynamic height is computed by dividing the NAVD 88
 AG7548.geopotential number by the normal gravity value computed on the
 AG7548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7548.degrees latitude (g = 980.6199 gals.).
 AG7548
 AG7548.The modeled gravity was interpolated from observed gravity values.
 AG7548
 AG7548;                    North         East    Units  Estimated Accuracy
 AG7548;SPC FL W     -   400,550.      161,270.      MT  (+/- 180 meters Scaled)
 AG7548
 AG7548_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL629922(NAD 83)
 AG7548
 AG7548                          SUPERSEDED SURVEY CONTROL
 AG7548
 AG7548  NAVD 88 (06/15/91)    0.913  (m)            3.00   (f) SUPERSEDED  2 1
 AG7548
 AG7548.Superseded values are not recommended for survey control.
 AG7548
 AG7548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7548.See file dsdata.pdf to determine how the superseded data were derived.
 AG7548
 AG7548_MARKER: DD = SURVEY DISK
 AG7548_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7548_SP_SET: BULKHEAD
 AG7548_STAMPING: 6699 A 1977
 AG7548_MARK LOGO: NOS
 AG7548_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7548+STABILITY: SURFACE MOTION
 AG7548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7548+SATELLITE: SATELLITE OBSERVATIONS - June 20, 2007
 AG7548
 AG7548  HISTORY     - Date     Condition        Report By
 AG7548  HISTORY     - 1977     MONUMENTED       NOS
 AG7548  HISTORY     - 1982     GOOD             FLDNR
 AG7548  HISTORY     - 1990     GOOD             USPSQD
 AG7548  HISTORY     - 20030919 MARK NOT FOUND   USPSQD
 AG7548  HISTORY     - 20040207 GOOD             FLDEP
 AG7548  HISTORY     - 20070620 GOOD             FLDEP
 AG7548
 AG7548                          STATION DESCRIPTION
 AG7548
 AG7548'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7548'IN TAMPA.
 AG7548'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60, AND U.S. HIGHWAY 41,
 AG7548'GO 1.0 MILE EAST ON HIGHWAY 60 TO THE JUNCTION OF MAYDELL ROAD,
 AG7548'GO 0.25 MILE SOUTH ON MAYDELL ROAD TO THE BRIDGE OVER PALM RIVER
 AG7548'AND THE MARK.  THE MARK BEARS 42.4 FEET SOUTHWEST OF THE SOUTHWEST
 AG7548'CORNER OF THE BRIDGE, 46 FEET WEST OF THE CENTERLINE OF MAYDELL
 AG7548'ROAD, 1 FOOT NORTH OF THE SOUTH END OF THE BULKHEAD, AND 40.5
 AG7548'FEET SOUTH OF THE NORTHWEST CORNER OF THE BULKHEAD.
 AG7548'THE MARK IS 4 FT BELOW ROAD.
 AG7548
 AG7548                          STATION RECOVERY (1990)
 AG7548
 AG7548'RECOVERY NOTE BY US POWER SQUADRON 1990 (PT)
 AG7548'RECOVERED IN GOOD CONDITION.
 AG7548
 AG7548                          STATION RECOVERY (2003)
 AG7548
 AG7548'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7548'MARK NOT FOUND. SEARCHED FOR BRIEFLY. HIGH WEEDS WERE BETWEEN THE ROAD
 AG7548'AND SITE LOCATION. A WEED CUTTER IS NEEDED TO GET TO THE SITE.
 AG7548
 AG7548                          STATION RECOVERY (2004)
 AG7548
 AG7548'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AG7548'RECOVERED AS DESCRIBED.
 AG7548
 AG7548                          STATION RECOVERY (2007)
 AG7548
 AG7548'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7548'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7547 ***********************************************************************
 AG7547  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7547  DESIGNATION -  872 6699 B TIDAL
 AG7547  PID         -  AG7547
 AG7547  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7547  COUNTRY     -  US
 AG7547  USGS QUAD   -  TAMPA (2018)
 AG7547
 AG7547                         *CURRENT SURVEY CONTROL
 AG7547  ______________________________________________________________________
 AG7547* NAD 83(1986) POSITION- 27 56 53.98   (N) 082 23 07.23   (W)   HD_HELD1
 AG7547* NAVD 88 ORTHO HEIGHT -     3.968 (meters)       13.02  (feet) ADJUSTED
 AG7547  ______________________________________________________________________
 AG7547  GEOID HEIGHT    -        -25.083 (meters)                     GEOID18
 AG7547  DYNAMIC HEIGHT  -          3.962 (meters)       13.00  (feet) COMP
 AG7547  MODELED GRAVITY -    979,186.4   (mgal)                       NAVD 88
 AG7547
 AG7547  VERT ORDER      -  FIRST     CLASS II
 AG7547
 AG7547.The horizontal coordinates were determined by differentially corrected
 AG7547.hand held GPS observations or other comparable positioning techniques
 AG7547.and have an estimated accuracy of +/- 3 meters.
 AG7547
 AG7547.The orthometric height was determined by differential leveling and
 AG7547.adjusted by the NATIONAL GEODETIC SURVEY
 AG7547.in September 2007.
 AG7547
 AG7547.No vertical observational check was made to the station.
 AG7547
 AG7547.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7547.GEOID18 height accuracy estimate available here.
 AG7547
 AG7547.This Tidal Bench Mark is designated as VM 7527
 AG7547.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7547
 AG7547.Click photographs - Photos may exist for this station.
 AG7547
 AG7547.The dynamic height is computed by dividing the NAVD 88
 AG7547.geopotential number by the normal gravity value computed on the
 AG7547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7547.degrees latitude (g = 980.6199 gals.).
 AG7547
 AG7547.The modeled gravity was interpolated from observed gravity values.
 AG7547
 AG7547;                    North         East    Units  Estimated Accuracy
 AG7547;SPC FL W     -   400,542.8     162,081.1     MT  (+/- 3 meters HH1 GPS) 
 AG7547
 AG7547_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL6371792250(NAD 83)
 AG7547
 AG7547                          SUPERSEDED SURVEY CONTROL
 AG7547
 AG7547  NAVD 88 (06/15/91)    3.967  (m)           13.02   (f) SUPERSEDED  2 1
 AG7547
 AG7547.Superseded values are not recommended for survey control.
 AG7547
 AG7547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7547.See file dsdata.pdf to determine how the superseded data were derived.
 AG7547
 AG7547_MARKER: DD = SURVEY DISK
 AG7547_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7547_SP_SET: BRIDGE SIDEWALK
 AG7547_STAMPING: 6699 B 1977
 AG7547_MARK LOGO: NOS
 AG7547_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7547_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7547+SATELLITE: SATELLITE OBSERVATIONS - January 15, 2011
 AG7547
 AG7547  HISTORY     - Date     Condition        Report By
 AG7547  HISTORY     - 1977     MONUMENTED       NOS
 AG7547  HISTORY     - 1982     GOOD             FLDNR
 AG7547  HISTORY     - 1990     GOOD             USPSQD
 AG7547  HISTORY     - 1990     GOOD             USPSQD
 AG7547  HISTORY     - 20030919 GOOD             USPSQD
 AG7547  HISTORY     - 20040207 GOOD             FLDEP
 AG7547  HISTORY     - 20070125 GOOD             JCLS
 AG7547  HISTORY     - 20070620 GOOD             FLDEP
 AG7547  HISTORY     - 20110115 GOOD             JCLS
 AG7547
 AG7547                          STATION DESCRIPTION
 AG7547
 AG7547'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7547'IN TAMPA.
 AG7547'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60 AND U.S. HIGHWAY 41,
 AG7547'GO 1.0 MILE EAST ON HIGHWAY 60 TO THE JUNCTION OF MAYDELL ROAD,
 AG7547'GO 0.25 MILE SOUTH ON MAYDELL ROAD TO THE BRIDGE OVER PALM RIVER
 AG7547'AND THE MARK.  THE MARK BEARS 15.5 FEET EAST OF THE CENTERLINE OF
 AG7547'MAYDELL ROAD, 0.9 FOOT NORTH OF THE SOUTH END OF THE BRIDGE, AND
 AG7547'IS SET IN THE BRIDGE SIDEWALK.
 AG7547
 AG7547                          STATION RECOVERY (1990)
 AG7547
 AG7547'RECOVERY NOTE BY US POWER SQUADRON 1990 (LAS)
 AG7547'RECOVERED IN GOOD CONDITION.
 AG7547
 AG7547                          STATION RECOVERY (1990)
 AG7547
 AG7547'RECOVERY NOTE BY US POWER SQUADRON 1990 (PGT)
 AG7547'RECOVERED IN GOOD CONDITION.
 AG7547
 AG7547                          STATION RECOVERY (2003)
 AG7547
 AG7547'RECOVERY NOTE BY US POWER SQUADRON 2003 (AMM)
 AG7547'RECOVERED IN GOOD CONDITION.
 AG7547
 AG7547                          STATION RECOVERY (2004)
 AG7547
 AG7547'RECOVERY NOTE BY FL DEPT OF ENV PRO 2004 (BPJ)
 AG7547'RECOVERED IN GOOD CONDITION.
 AG7547'
 AG7547'NOTE THE MARK IS ALSO 0.5 FT WEST OF A CONCRETE GUARD RAIL.
 AG7547
 AG7547                          STATION RECOVERY (2007)
 AG7547
 AG7547'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2007 (MRY)
 AG7547'RECOVERED IN GOOD CONDITION.
 AG7547
 AG7547                          STATION RECOVERY (2007)
 AG7547
 AG7547'RECOVERY NOTE BY FL DEPT OF ENV PRO 2007 (JLM)
 AG7547'RECOVERED AS DESCRIBED.
 AG7547
 AG7547                          STATION RECOVERY (2011)
 AG7547
 AG7547'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2011
 AG7547'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0998 ***********************************************************************
 AG0998  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0998  DESIGNATION -  872 6706 2
 AG0998  PID         -  AG0998
 AG0998  STATE/COUNTY-  FL/PINELLAS
 AG0998  COUNTRY     -  US
 AG0998  USGS QUAD   -  CLEARWATER (2018)
 AG0998
 AG0998                         *CURRENT SURVEY CONTROL
 AG0998  ______________________________________________________________________
 AG0998* NAD 83(1986) POSITION- 27 57 20.2    (N) 082 48 21.7    (W)   HD_HELD2
 AG0998* NAVD 88 ORTHO HEIGHT -     0.973 (meters)        3.19  (feet) ADJUSTED
 AG0998  ______________________________________________________________________
 AG0998  GEOID HEIGHT    -        -24.620 (meters)                     GEOID18
 AG0998  DYNAMIC HEIGHT  -          0.972 (meters)        3.19  (feet) COMP
 AG0998  MODELED GRAVITY -    979,188.4   (mgal)                       NAVD 88
 AG0998
 AG0998  VERT ORDER      -  SECOND    CLASS I
 AG0998
 AG0998.The horizontal coordinates were established by autonomous hand held GPS
 AG0998.observations and have an estimated accuracy of +/- 10 meters.
 AG0998
 AG0998.The orthometric height was determined by differential leveling and
 AG0998.adjusted by the NATIONAL GEODETIC SURVEY
 AG0998.in June 1991.
 AG0998
 AG0998.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0998.GEOID18 height accuracy estimate available here.
 AG0998
 AG0998.This Tidal Bench Mark is designated as VM 6787
 AG0998.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0998
 AG0998.Click photographs - Photos may exist for this station.
 AG0998
 AG0998.The dynamic height is computed by dividing the NAVD 88
 AG0998.geopotential number by the normal gravity value computed on the
 AG0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0998.degrees latitude (g = 980.6199 gals.).
 AG0998
 AG0998.The modeled gravity was interpolated from observed gravity values.
 AG0998
 AG0998;                    North         East    Units  Estimated Accuracy
 AG0998;SPC FL W     -   401,552.      120,688.      MT  (+/- 10 meters HH2 GPS)
 AG0998
 AG0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2233793598(NAD 83)
 AG0998
 AG0998                          SUPERSEDED SURVEY CONTROL
 AG0998
 AG0998  NGVD 29 (??/??/92)    1.236  (m)            4.06   (f) ADJ UNCH    2 1
 AG0998
 AG0998.Superseded values are not recommended for survey control.
 AG0998
 AG0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0998.See file dsdata.pdf to determine how the superseded data were derived.
 AG0998
 AG0998_MARKER: DB = BENCH MARK DISK
 AG0998_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0998_SP_SET: CURB
 AG0998_STAMPING: TBM NO 2 1949
 AG0998_MARK LOGO: CGS
 AG0998_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG0998_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0998
 AG0998  HISTORY     - Date     Condition        Report By
 AG0998  HISTORY     - 1949     MONUMENTED       CGS
 AG0998  HISTORY     - 1976     GOOD             FLDT
 AG0998  HISTORY     - 1982     GOOD             FLDNR
 AG0998  HISTORY     - 19961203 GOOD             USPSQD
 AG0998  HISTORY     - 20090915 GOOD             FLDEP
 AG0998  HISTORY     - 20170423 MARK NOT FOUND   NGS
 AG0998
 AG0998                          STATION DESCRIPTION
 AG0998
 AG0998'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0998'AT CLEARWATER.
 AG0998'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. 19
 AG0998'(SOUTH FORT HARRISON AVE.) AND S.R. 697 (BELLVIEW AVE.), RUN
 AG0998'WESTERLY ON BELLVIEW AVE. FOR 0.4 MILE TO THE INTERSECTION
 AG0998'OF DRUID ROAD SOUTH, TURN RIGHT ON DRUID ROAD SOUTH AND RUN
 AG0998'NORTHERLY FOR 0.8 MILE TO MAGNOLIA RD., TURN LEFT ON MAGNOLIA
 AG0998'RD., AND RUN WESTERLY FOR 0.1 MILE TO WATERS EDGE.  STATION ON
 AG0998'RIGHT, 23.6 FT. NORTH OF THE CENTERLINE OF MAGNOLIA ROAD, 20.8
 AG0998'FT. EAST OF THE CONCRETE SEAWALL, 50.0 FT. NORTH OF POWER POLE,
 AG0998'NUMBER 6A-11314.  SET IN TOP OF THE NORTH CURB.  SECTION 16,
 AG0998'T 29S, R 15E
 AG0998
 AG0998                          STATION RECOVERY (1982)
 AG0998
 AG0998'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0998'RECOVERED IN GOOD CONDITION.
 AG0998
 AG0998                          STATION RECOVERY (1996)
 AG0998
 AG0998'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG0998'RECOVERED IN GOOD CONDITION.
 AG0998
 AG0998                          STATION RECOVERY (2009)
 AG0998
 AG0998'RECOVERY NOTE BY FL DEPT OF ENV PRO 2009 (MWM)
 AG0998'RECOVERED AS DESCRIBED.
 AG0998
 AG0998                          STATION RECOVERY (2017)
 AG0998
 AG0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG0998'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM3614 ***********************************************************************
 DM3614  DESIGNATION -  872 6706 A
 DM3614  PID         -  DM3614
 DM3614  STATE/COUNTY-  FL/PINELLAS
 DM3614  COUNTRY     -  US
 DM3614  USGS QUAD   -  CLEARWATER (2018)
 DM3614
 DM3614                         *CURRENT SURVEY CONTROL
 DM3614  ______________________________________________________________________
 DM3614* NAD 83(1986) POSITION- 27 57 13.23   (N) 082 48 23.72   (W)   HD_HELD1
 DM3614* NAVD 88 ORTHO HEIGHT -     1.259 (meters)        4.13  (feet) ADJUSTED
 DM3614  ______________________________________________________________________
 DM3614  GEOID HEIGHT    -        -24.615 (meters)                     GEOID18
 DM3614  DYNAMIC HEIGHT  -          1.257 (meters)        4.12  (feet) COMP
 DM3614  MODELED GRAVITY -    979,188.4   (mgal)                       NAVD 88
 DM3614
 DM3614  VERT ORDER      -  SECOND    CLASS I
 DM3614
 DM3614.The horizontal coordinates were determined by differentially corrected
 DM3614.hand held GPS observations or other comparable positioning techniques
 DM3614.and have an estimated accuracy of +/- 3 meters.
 DM3614
 DM3614.The orthometric height was determined by differential leveling and
 DM3614.adjusted by the NATIONAL GEODETIC SURVEY
 DM3614.in January 2011.
 DM3614
 DM3614.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM3614.GEOID18 height accuracy estimate available here.
 DM3614
 DM3614.Click photographs - Photos may exist for this station.
 DM3614
 DM3614.The dynamic height is computed by dividing the NAVD 88
 DM3614.geopotential number by the normal gravity value computed on the
 DM3614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM3614.degrees latitude (g = 980.6199 gals.).
 DM3614
 DM3614.The modeled gravity was interpolated from observed gravity values.
 DM3614
 DM3614;                    North         East    Units  Estimated Accuracy
 DM3614;SPC FL W     -   401,337.5     120,631.7     MT  (+/- 3 meters HH1 GPS) 
 DM3614
 DM3614_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2227993384(NAD 83)
 DM3614
 DM3614                          SUPERSEDED SURVEY CONTROL
 DM3614
 DM3614.No superseded survey control is available for this station.
 DM3614
 DM3614_MARKER: F = FLANGE-ENCASED ROD
 DM3614_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM3614_STAMPING: 6706 A 2009
 DM3614_MARK LOGO: NGS
 DM3614_PROJECTION: RECESSED 3 CENTIMETERS
 DM3614_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM3614_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM3614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM3614+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2023
 DM3614_ROD/PIPE-DEPTH: 3.6 meters
 DM3614
 DM3614  HISTORY     - Date     Condition        Report By
 DM3614  HISTORY     - 20090915 MONUMENTED       FLDEP
 DM3614  HISTORY     - 20230106 GOOD             FLDEP
 DM3614
 DM3614                          STATION DESCRIPTION
 DM3614
 DM3614'DESCRIBED BY FL DEPT OF ENV PRO 2009 (MWM)
 DM3614'THE MARK IS ABOUT 7.3 MI (11.7 KM) WEST-SOUTHWEST OF SAFETY HARBOR,
 DM3614'4.9 MI (7.9 KM) SOUTH-SOUTHWEST OF DUNEDIN, 0.8 MI (1.3 KM)
 DM3614'SOUTH-SOUTHWEST OF CLEARWATER, SECTION 16, TOWNSHIP 29 SOUTH, RANGE 15
 DM3614'EAST.
 DM3614'
 DM3614'TO REACH THE MARK FROM THE INTERSECTION OF ALTERNATE 19 (SOUTH FORT
 DM3614'HARRISON) AND JEFFORDS IN CLEARWATER, GO WEST ON JEFFORDS STREET FOR
 DM3614'0.3 MI (0.5 KM) TO THE DEAD END TURN-AROUND AND THE MARK, A STAINLESS
 DM3614'STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 11.8 FT (3.6 M) WITH A
 DM3614'NATIONAL GEODETIC SURVEY LOGO CAP RECESSED 0.2 FT (6 CM) BELOW THE
 DM3614'LEVEL OF THE GROUND AND 0.5 FT (15 CM) BELOW THE LEVEL OF THE JEFFORDS
 DM3614'STREET, THE DATUM POINT IS RECESSED 0.8 FT (24 CM) BELOW THE LEVEL OF
 DM3614'THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DM3614'
 DM3614'LOCATED 64.8 FT (19.8 M) NORTH OF THE SOUTHWEST CORNER OF THE SEAWALL,
 DM3614'28.2 FT (8.6 M) SOUTH-SOUTHWEST OF A 10.0 FT (3.0 M) TALL CONCRETE
 DM3614'STREET LIGHT, 7.5 FT (2.3 M) SOUTH OF THE EXTENDED CENTERLINE OF
 DM3614'JEFFORDS STREET, 2.3 FT (0.7 M) EAST OF THE EAST EDGE OF THE SEAWALL
 DM3614'AND 1.8 FT (0.5 M) EAST OF A CARSONITE WITNESS POST.
 DM3614'
 DM3614'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DM3614'CAP.
 DM3614'
 DM3614'NOTE ACCESS TO DATUM POINT IS HAD THROUGH A 5-INCH (13 CM) NATIONAL
 DM3614'GEODETIC SURVEY LOGO CAP.
 DM3614
 DM3614                          STATION RECOVERY (2023)
 DM3614
 DM3614'RECOVERY NOTE BY FL DEPT OF ENV PRO 2023 (MAH)
 DM3614'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0992 ***********************************************************************
 AG0992  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0992  DESIGNATION -  872 6706 TIDAL 1
 AG0992  PID         -  AG0992
 AG0992  STATE/COUNTY-  FL/PINELLAS
 AG0992  COUNTRY     -  US
 AG0992  USGS QUAD   -  CLEARWATER (2018)
 AG0992
 AG0992                         *CURRENT SURVEY CONTROL
 AG0992  ______________________________________________________________________
 AG0992* NAD 83(1986) POSITION- 27 57 13.     (N) 082 48 23.     (W)   SCALED
 AG0992* NAVD 88 ORTHO HEIGHT -     0.830 (meters)        2.72  (feet) ADJUSTED
 AG0992  ______________________________________________________________________
 AG0992  GEOID HEIGHT    -        -24.615 (meters)                     GEOID18
 AG0992  DYNAMIC HEIGHT  -          0.829 (meters)        2.72  (feet) COMP
 AG0992  MODELED GRAVITY -    979,188.4   (mgal)                       NAVD 88
 AG0992
 AG0992  VERT ORDER      -  SECOND    CLASS I
 AG0992
 AG0992.The horizontal coordinates were scaled from a map and have
 AG0992.an estimated accuracy of +/- 6 seconds.
 AG0992
 AG0992.The orthometric height was determined by differential leveling and
 AG0992.adjusted by the NATIONAL GEODETIC SURVEY
 AG0992.in June 1991.
 AG0992
 AG0992.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0992.GEOID18 height accuracy estimate available here.
 AG0992
 AG0992.This Tidal Bench Mark is designated as VM 6786
 AG0992.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0992
 AG0992.Click photographs - Photos may exist for this station.
 AG0992
 AG0992.The dynamic height is computed by dividing the NAVD 88
 AG0992.geopotential number by the normal gravity value computed on the
 AG0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0992.degrees latitude (g = 980.6199 gals.).
 AG0992
 AG0992.The modeled gravity was interpolated from observed gravity values.
 AG0992
 AG0992;                    North         East    Units  Estimated Accuracy
 AG0992;SPC FL W     -   401,330.      120,650.      MT  (+/- 180 meters Scaled)
 AG0992
 AG0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL222933(NAD 83)
 AG0992
 AG0992                          SUPERSEDED SURVEY CONTROL
 AG0992
 AG0992  NGVD 29 (??/??/92)    1.093  (m)            3.59   (f) ADJ UNCH    2 1
 AG0992
 AG0992.Superseded values are not recommended for survey control.
 AG0992
 AG0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0992.See file dsdata.pdf to determine how the superseded data were derived.
 AG0992
 AG0992_MARKER: DB = BENCH MARK DISK
 AG0992_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG0992_SP_SET: SEAWALL
 AG0992_STAMPING: TBM NO 1 1949
 AG0992_MARK LOGO: CGS
 AG0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG0992+STABILITY: SURFACE MOTION
 AG0992
 AG0992  HISTORY     - Date     Condition        Report By
 AG0992  HISTORY     - 1949     MONUMENTED       CGS
 AG0992  HISTORY     - 1976     GOOD             FLDT
 AG0992  HISTORY     - 1982     GOOD             FLDNR
 AG0992  HISTORY     - 19961203 GOOD             USPSQD
 AG0992  HISTORY     - 20170423 MARK NOT FOUND   NGS
 AG0992
 AG0992                          STATION DESCRIPTION
 AG0992
 AG0992'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG0992'AT CLEARWATER.
 AG0992'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. 19
 AG0992'(SOUTH FORT HARRISON AVE.) AND S.R. 697 (BELLVIEW AVE.), RUN
 AG0992'WESTERLY ON BELLVIEW AVE. FOR 0.4 MILE TO THE INTERSECTION
 AG0992'OF DRUID ROAD SOUTH, TURN RIGHT ON DRUID RD. SOUTH AND RUN
 AG0992'NORTHERLY FOR 0.8 MILE TO MAGNOLIA RD., TURN LEFT ON MAGNOLIA
 AG0992'RD. AND RUN WESTERLY FOR 0.1 MILE TO WATERS EDGE.  STATION ON
 AG0992'LEFT, 29.0 FT. SOUTH OF THE EXTENDED CENTERLINE OF MAGNOLIA
 AG0992'RD., 20.0 FT. E/SE OF A POWER POLE, NUMBER 6A-11314.  SET IN
 AG0992'TOP OF CONCRETE SEAWALL.  SECTION 16, T 29S, R 15E
 AG0992
 AG0992                          STATION RECOVERY (1982)
 AG0992
 AG0992'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0992'RECOVERED IN GOOD CONDITION.
 AG0992
 AG0992                          STATION RECOVERY (1996)
 AG0992
 AG0992'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG0992'RECOVERED IN GOOD CONDITION.
 AG0992
 AG0992                          STATION RECOVERY (2017)
 AG0992
 AG0992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG0992'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1003 ***********************************************************************
 AG1003  TIDAL BM    -  This is a Tidal Bench Mark.
 AG1003  DESIGNATION -  872 6706 TIDAL 5
 AG1003  PID         -  AG1003
 AG1003  STATE/COUNTY-  FL/PINELLAS
 AG1003  COUNTRY     -  US
 AG1003  USGS QUAD   -  CLEARWATER (2018)
 AG1003
 AG1003                         *CURRENT SURVEY CONTROL
 AG1003  ______________________________________________________________________
 AG1003* NAD 83(1986) POSITION- 27 57 13.     (N) 082 48 17.     (W)   SCALED
 AG1003* NAVD 88 ORTHO HEIGHT -     8.249 (meters)       27.06  (feet) ADJUSTED
 AG1003  ______________________________________________________________________
 AG1003  GEOID HEIGHT    -        -24.618 (meters)                     GEOID18
 AG1003  DYNAMIC HEIGHT  -          8.237 (meters)       27.02  (feet) COMP
 AG1003  MODELED GRAVITY -    979,188.4   (mgal)                       NAVD 88
 AG1003
 AG1003  VERT ORDER      -  SECOND    CLASS I
 AG1003
 AG1003.The horizontal coordinates were scaled from a map and have
 AG1003.an estimated accuracy of +/- 6 seconds.
 AG1003
 AG1003.The orthometric height was determined by differential leveling and
 AG1003.adjusted by the NATIONAL GEODETIC SURVEY
 AG1003.in June 1991.
 AG1003
 AG1003.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1003.GEOID18 height accuracy estimate available here.
 AG1003
 AG1003.This Tidal Bench Mark is designated as VM 6788
 AG1003.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG1003
 AG1003.Click photographs - Photos may exist for this station.
 AG1003
 AG1003.The dynamic height is computed by dividing the NAVD 88
 AG1003.geopotential number by the normal gravity value computed on the
 AG1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1003.degrees latitude (g = 980.6199 gals.).
 AG1003
 AG1003.The modeled gravity was interpolated from observed gravity values.
 AG1003
 AG1003;                    North         East    Units  Estimated Accuracy
 AG1003;SPC FL W     -   401,330.      120,820.      MT  (+/- 180 meters Scaled)
 AG1003
 AG1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL224933(NAD 83)
 AG1003
 AG1003                          SUPERSEDED SURVEY CONTROL
 AG1003
 AG1003  NGVD 29 (??/??/92)    8.512  (m)           27.93   (f) ADJ UNCH    2 1
 AG1003
 AG1003.Superseded values are not recommended for survey control.
 AG1003
 AG1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1003.See file dsdata.pdf to determine how the superseded data were derived.
 AG1003
 AG1003_MARKER: DB = BENCH MARK DISK
 AG1003_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG1003_STAMPING: NO 5 1975
 AG1003_MARK LOGO: NOS
 AG1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG1003
 AG1003  HISTORY     - Date     Condition        Report By
 AG1003  HISTORY     - 1975     MONUMENTED       NOS
 AG1003  HISTORY     - 1976     GOOD             FLDT
 AG1003  HISTORY     - 1982     GOOD             FLDNR
 AG1003  HISTORY     - 19961203 MARK NOT FOUND   USPSQD
 AG1003  HISTORY     - 20170423 MARK NOT FOUND   NGS
 AG1003
 AG1003                          STATION DESCRIPTION
 AG1003
 AG1003'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1976
 AG1003'AT CLEARWATER.
 AG1003'TO REACH THE STATION FROM THE INTERSECTION OF U.S. ALT. 19
 AG1003'(SOUTH FORT HARRISON AVE.) AND S.R. 697 (BELLVIEW AVE.), RUN
 AG1003'WESTERLY ON BELLVIEW AVENUE FOR 0.4 MILE TO THE INTERSECTION
 AG1003'OF DRUID RD. SOUTH, TURN RIGHT ON DRUID RD. SOUTH AND RUN
 AG1003'NORTHERLY FOR 0.8 MILE TO MAGNOLIA RD.  STATION ON RIGHT,
 AG1003'IN THE SE CORNER, 34.3 FT. EAST OF THE CENTERLINE OF DRUID RD.,
 AG1003'10.0 FT. SOUTH OF THE CENTERLINE OF MAGNOLIA RD., 22.0 FT.
 AG1003'N/NE OF A 24 INCH OAK TREE.  SET IN TOP OF A CONCRETE CURB.
 AG1003'SECTION 16, T 29S, R 15
 AG1003
 AG1003                          STATION RECOVERY (1982)
 AG1003
 AG1003'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG1003'RECOVERED IN GOOD CONDITION.
 AG1003
 AG1003                          STATION RECOVERY (1996)
 AG1003
 AG1003'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG1003'MARK NOT FOUND.
 AG1003
 AG1003                          STATION RECOVERY (2017)
 AG1003
 AG1003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2017
 AG1003'MARK NOT FOUND
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS4027 ***********************************************************************
 DS4027  DESIGNATION -  872 6707 A
 DS4027  PID         -  DS4027
 DS4027  STATE/COUNTY-  FL/PINELLAS
 DS4027  COUNTRY     -  US
 DS4027  USGS QUAD   -  SAFETY HARBOR (2018)
 DS4027
 DS4027                         *CURRENT SURVEY CONTROL
 DS4027  ______________________________________________________________________
 DS4027* NAD 83(1986) POSITION- 27 57 37.74   (N) 082 42 42.19   (W)   HD_HELD1
 DS4027* NAVD 88 ORTHO HEIGHT -     7.865 (meters)       25.80  (feet) ADJUSTED
 DS4027  ______________________________________________________________________
 DS4027  GEOID HEIGHT    -        -24.755 (meters)                     GEOID18
 DS4027  DYNAMIC HEIGHT  -          7.853 (meters)       25.76  (feet) COMP
 DS4027  MODELED GRAVITY -    979,187.5   (mgal)                       NAVD 88
 DS4027
 DS4027  VERT ORDER      -  SECOND    CLASS I
 DS4027
 DS4027.The horizontal coordinates were determined by differentially corrected
 DS4027.hand held GPS observations or other comparable positioning techniques
 DS4027.and have an estimated accuracy of +/- 3 meters.
 DS4027
 DS4027.The orthometric height was determined by differential leveling and
 DS4027.adjusted by the NATIONAL GEODETIC SURVEY
 DS4027.in March 2026.
 DS4027
 DS4027.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4027.GEOID18 height accuracy estimate available here.
 DS4027
 DS4027.Click photographs - Photos may exist for this station.
 DS4027
 DS4027.The dynamic height is computed by dividing the NAVD 88
 DS4027.geopotential number by the normal gravity value computed on the
 DS4027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS4027.degrees latitude (g = 980.6199 gals.).
 DS4027
 DS4027.The modeled gravity was interpolated from observed gravity values.
 DS4027
 DS4027;                    North         East    Units  Estimated Accuracy
 DS4027;SPC FL W     -   402,034.0     129,971.5     MT  (+/- 3 meters HH1 GPS) 
 DS4027
 DS4027_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3162394004(NAD 83)
 DS4027
 DS4027                          SUPERSEDED SURVEY CONTROL
 DS4027
 DS4027.No superseded survey control is available for this station.
 DS4027
 DS4027_MARKER: F = FLANGE-ENCASED ROD
 DS4027_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS4027_STAMPING: 6707 A 2025
 DS4027_MARK LOGO: FLDEP
 DS4027_PROJECTION: RECESSED 6 CENTIMETERS
 DS4027_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS4027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS4027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4027+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2025
 DS4027_ROD/PIPE-DEPTH: 4.5 meters
 DS4027
 DS4027  HISTORY     - Date     Condition        Report By
 DS4027  HISTORY     - 20250922 MONUMENTED       FLDEP
 DS4027
 DS4027                          STATION DESCRIPTION
 DS4027
 DS4027'DESCRIBED BY FL DEPT OF ENV PRO 2025 (MAH)
 DS4027'THE MARK IS ABOUT 5.4 MI (8.7 KM) SOUTHEAST OF DUNEDIN, 5.4 MI (8.7
 DS4027'KM) EAST OF CLEARWATER AND 2.4 MI (3.9 KM) SOUTH-SOUTHWEST OF SAFETY
 DS4027'HARBOR.
 DS4027'
 DS4027'TO REACH OF FROM THE INTERSECTION OF U.S. HIGHWAY 60 (GULF TO BAY
 DS4027'BOULEVARD) AND U.S. HIGHWAY 19 IN CLEARWATER, GO EAST ON U.S. HIGHWAY
 DS4027'60 (GULF TO BAY BOULEVARD) FOR 1.1 MI (1.8 KM) TO U.S. MAIL ADDRESS
 DS4027'3009 U.S. HIGHWAY 60 (GULF TO BAY BOULEVARD) ON THE RIGHT AND THE MARK
 DS4027'ON THE RIGHT.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DS4027'14.6 FT (4.5 M), RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND
 DS4027'AND 2.0 FT (0.6 M) ABOVE THE LEVEL WITH U.S. HIGHWAY 60 (GULF TO BAY
 DS4027'BOULEVARD).  THE DATUM POINT IS RECESSED 0.6 FT (18 CM) BELOW THE
 DS4027'LEVEL OF THE FLDEP LOGO CAP.
 DS4027'
 DS4027'LOCATED 46.0 FT (14.0 M) SOUTH OF THE APPROXIMATE CENTERLINE OF U.S.
 DS4027'HIGHWAY 60 (GULF TO BAY BOULEVARD), 36.4 FT (11.1 M) EAST OF THE
 DS4027'ENTRANCE TO ON THE FLY CONVENIENCE STORE LOCATED AT 3009 U.S. HIGHWAY
 DS4027'60 (GULF TO BAY BOULEVARD), 35.5 FT (10.8 M) SOUTHWEST OF A STORM
 DS4027'DRAIN, 17.7 FT (5.4 M) SOUTH OF WOODEN POWER POLE NUMBER A25356 30 1
 DS4027'AND 3.1 FT (0.9 M) EAST OF A CARSONITE WITNESS POST ALONG A CONCRETE
 DS4027'WALL.
 DS4027'
 DS4027'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DS4027'LOGO CAP.
 DS4027'
 DS4027'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS4028 ***********************************************************************
 DS4028  DESIGNATION -  872 6707 B
 DS4028  PID         -  DS4028
 DS4028  STATE/COUNTY-  FL/PINELLAS
 DS4028  COUNTRY     -  US
 DS4028  USGS QUAD   -  SAFETY HARBOR (2018)
 DS4028
 DS4028                         *CURRENT SURVEY CONTROL
 DS4028  ______________________________________________________________________
 DS4028* NAD 83(1986) POSITION- 27 57 49.16   (N) 082 43 17.85   (W)   HD_HELD1
 DS4028* NAVD 88 ORTHO HEIGHT -    10.626 (meters)       34.86  (feet) ADJUSTED
 DS4028  ______________________________________________________________________
 DS4028  GEOID HEIGHT    -        -24.748 (meters)                     GEOID18
 DS4028  DYNAMIC HEIGHT  -         10.610 (meters)       34.81  (feet) COMP
 DS4028  MODELED GRAVITY -    979,187.7   (mgal)                       NAVD 88
 DS4028
 DS4028  VERT ORDER      -  SECOND    CLASS I
 DS4028
 DS4028.The horizontal coordinates were determined by differentially corrected
 DS4028.hand held GPS observations or other comparable positioning techniques
 DS4028.and have an estimated accuracy of +/- 3 meters.
 DS4028
 DS4028.The orthometric height was determined by differential leveling and
 DS4028.adjusted by the NATIONAL GEODETIC SURVEY
 DS4028.in March 2026.
 DS4028
 DS4028.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4028.GEOID18 height accuracy estimate available here.
 DS4028
 DS4028.Click photographs - Photos may exist for this station.
 DS4028
 DS4028.The dynamic height is computed by dividing the NAVD 88
 DS4028.geopotential number by the normal gravity value computed on the
 DS4028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS4028.degrees latitude (g = 980.6199 gals.).
 DS4028
 DS4028.The modeled gravity was interpolated from observed gravity values.
 DS4028
 DS4028;                    North         East    Units  Estimated Accuracy
 DS4028;SPC FL W     -   402,391.2     128,998.9     MT  (+/- 3 meters HH1 GPS) 
 DS4028
 DS4028_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL3065494369(NAD 83)
 DS4028
 DS4028                          SUPERSEDED SURVEY CONTROL
 DS4028
 DS4028.No superseded survey control is available for this station.
 DS4028
 DS4028_MARKER: F = FLANGE-ENCASED ROD
 DS4028_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS4028_STAMPING: 6707 B 2025
 DS4028_MARK LOGO: FLDEP
 DS4028_PROJECTION: RECESSED 6 CENTIMETERS
 DS4028_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS4028_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS4028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4028+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2025
 DS4028_ROD/PIPE-DEPTH: 4.7 meters
 DS4028
 DS4028  HISTORY     - Date     Condition        Report By
 DS4028  HISTORY     - 20250923 MONUMENTED       FLDEP
 DS4028
 DS4028                          STATION DESCRIPTION
 DS4028
 DS4028'DESCRIBED BY FL DEPT OF ENV PRO 2025 (MAH)
 DS4028'THE MARK IS ABOUT 4.9 MI (7.9 KM) SOUTHEAST OF DUNEDIN, 4.8 MI (7.7
 DS4028'KM) EAST OF CLEARWATER AND 2.5 MI (4.0 KM) SOUTHWEST OF SAFETY HARBOR.
 DS4028'TO REACH OF FROM THE INTERSECTION OF U.S. HIGHWAY 60 (GULF TO BAY
 DS4028'BOULEVARD) AND U.S. HIGHWAY 19 IN CLEARWATER, GO EAST ON U.S. HIGHWAY
 DS4028'60 (GULF TO BAY BOULEVARD) FOR 0.5 MI (0.8 KM) TO THE JUNCTION OF
 DS4028'HAMPTON ROAD ON THE LEFT.  TURN LEFT ON HAMPTON ROAD AND GO NORTH FOR
 DS4028'0.3 MI (0.5 KM) TO THE MARK ON THE RIGHT.  A STAINLESS STEEL ROD
 DS4028'DRIVEN TO REFUSAL AT A DEPTH OF 15.3 FT (4.7 M), RECESSED 0.2 FT (6
 DS4028'CM) BELOW THE LEVEL OF THE GROUND AND 0.5 FT (15 CM) ABOVE THE LEVEL
 DS4028'WITH HAMPTON ROAD.  THE DATUM POINT IS RECESSED 0.6 FT (18 CM) BELOW
 DS4028'THE LEVEL OF THE FLDEP LOGO CAP.
 DS4028'
 DS4028'LOCATED 52.3 FT (15.9 M) EAST OF WOODEN POWER POLE NUMBER 4823921,
 DS4028'27.5 FT (8.4 M) WEST OF THE APPROXIMATE CENTERLINE OF HAMPTON ROAD,
 DS4028'10.7 FT (3.3 M) WEST OF A WHITE PLASTIC FENCE, 6.3 FT (1.9 M)
 DS4028'NORTH-NORTHWEST OF WOODEN POWER POLE NUMBER C 6415 WITH AN ADJACENT
 DS4028'CARSONITE WITNESS POST AND 5.7 FT (1.7 M) WEST OF THE WEST EDGE OF A
 DS4028'CONCRETE SIDEWALK.
 DS4028'
 DS4028'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DS4028'LOGO CAP.
 DS4028'
 DS4028'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS4029 ***********************************************************************
 DS4029  DESIGNATION -  872 6707 C
 DS4029  PID         -  DS4029
 DS4029  STATE/COUNTY-  FL/PINELLAS
 DS4029  COUNTRY     -  US
 DS4029  USGS QUAD   -  SAFETY HARBOR (2018)
 DS4029
 DS4029                         *CURRENT SURVEY CONTROL
 DS4029  ______________________________________________________________________
 DS4029* NAD 83(1986) POSITION- 27 57 37.19   (N) 082 43 45.40   (W)   HD_HELD1
 DS4029* NAVD 88 ORTHO HEIGHT -    13.564 (meters)       44.50  (feet) ADJUSTED
 DS4029  ______________________________________________________________________
 DS4029  GEOID HEIGHT    -        -24.732 (meters)                     GEOID18
 DS4029  DYNAMIC HEIGHT  -         13.544 (meters)       44.44  (feet) COMP
 DS4029  MODELED GRAVITY -    979,187.6   (mgal)                       NAVD 88
 DS4029
 DS4029  VERT ORDER      -  SECOND    CLASS I
 DS4029
 DS4029.The horizontal coordinates were determined by differentially corrected
 DS4029.hand held GPS observations or other comparable positioning techniques
 DS4029.and have an estimated accuracy of +/- 3 meters.
 DS4029
 DS4029.The orthometric height was determined by differential leveling and
 DS4029.adjusted by the NATIONAL GEODETIC SURVEY
 DS4029.in March 2026.
 DS4029
 DS4029.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4029.GEOID18 height accuracy estimate available here.
 DS4029
 DS4029.Click photographs - Photos may exist for this station.
 DS4029
 DS4029.The dynamic height is computed by dividing the NAVD 88
 DS4029.geopotential number by the normal gravity value computed on the
 DS4029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS4029.degrees latitude (g = 980.6199 gals.).
 DS4029
 DS4029.The modeled gravity was interpolated from observed gravity values.
 DS4029
 DS4029;                    North         East    Units  Estimated Accuracy
 DS4029;SPC FL W     -   402,027.2     128,243.8     MT  (+/- 3 meters HH1 GPS) 
 DS4029
 DS4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2989694011(NAD 83)
 DS4029
 DS4029                          SUPERSEDED SURVEY CONTROL
 DS4029
 DS4029.No superseded survey control is available for this station.
 DS4029
 DS4029_MARKER: F = FLANGE-ENCASED ROD
 DS4029_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS4029_STAMPING: 6707 C 2025
 DS4029_MARK LOGO: FLDEP
 DS4029_PROJECTION: RECESSED 9 CENTIMETERS
 DS4029_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS4029_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS4029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4029+SATELLITE: SATELLITE OBSERVATIONS - September 22, 2025
 DS4029_ROD/PIPE-DEPTH: 5.9 meters
 DS4029
 DS4029  HISTORY     - Date     Condition        Report By
 DS4029  HISTORY     - 20250922 MONUMENTED       FLDEP
 DS4029
 DS4029                          STATION DESCRIPTION
 DS4029
 DS4029'DESCRIBED BY FL DEPT OF ENV PRO 2025 (MAH)
 DS4029'THE MARK IS ABOUT 4.8 MI (7.7 KM) SOUTH-SOUTHEAST OF DUNEDIN, 4.3 MI
 DS4029'(6.9 KM) EAST OF CLEARWATER AND 3.0 MI (4.8 KM) SOUTHWEST OF SAFETY
 DS4029'HARBOR.
 DS4029'
 DS4029'TO REACH OF FROM THE INTERSECTION OF U.S. HIGHWAY 60 (GULF TO BAY
 DS4029'BOULEVARD) AND U.S. HIGHWAY 19 IN CLEARWATER, GO EAST ON U.S. HIGHWAY
 DS4029'60 (GULF TO BAY BOULEVARD) ABOUT 150 FT (45.7 M) TO U.S. MAIL ADDRESS
 DS4029'2607 U.S. HIGHWAY 60 (GULF TO BAY BOULEVARD) ON THE RIGHT AND THE MARK
 DS4029'ON THE RIGHT.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF
 DS4029'19.3 FT (5.9 M), RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE GROUND
 DS4029'AND 0.5 FT (15 CM) ABOVE THE LEVEL WITH U.S. HIGHWAY 60 (GULF TO BAY
 DS4029'BOULEVARD).  THE DATUM POINT IS RECESSED 0.3 FT (9 CM) BELOW THE LEVEL
 DS4029'OF THE FLDEP LOGO CAP.
 DS4029'
 DS4029'LOCATED 85.8 FT (26.2 M) EAST OF THE NORTHEAST LEG OF A 20 FT (6.1 M)
 DS4029'TALL TARGET SHOPPING CENTER SIGN, 82.6 FT (25.2 M) SOUTHEAST OF AN
 DS4029'ALUMINUM LIGHT POLE NUMBER 60 E4 Q1102, 78.5 FT (23.9 M) SOUTH OF THE
 DS4029'APPROXIMATE CENTERLINE OF U.S. HIGHWAY 60 (GULF TO BAY BOULEVARD
 DS4029'EASTBOUND LANES, 47.7 FT (14.5 M) SOUTHEAST OF TELEPHONE JUNCTION BOX
 DS4029'NUMBER H 1010 AND 3.8 FT (1.2 M) NORTHWEST OF A CARSONITE WITNESS
 DS4029'POST.
 DS4029'
 DS4029'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DS4029'LOGO CAP.
 DS4029'
 DS4029'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5391 ***********************************************************************
 AG5391  DESIGNATION -  872 6707 TIDAL 1
 AG5391  PID         -  AG5391
 AG5391  STATE/COUNTY-  FL/PINELLAS
 AG5391  COUNTRY     -  US
 AG5391  USGS QUAD   -  SAFETY HARBOR (2018)
 AG5391
 AG5391                         *CURRENT SURVEY CONTROL
 AG5391  ______________________________________________________________________
 AG5391* NAD 83(1986) POSITION- 27 57 25.     (N) 082 42 37.     (W)   SCALED
 AG5391* NAVD 88 ORTHO HEIGHT -     1.495 (meters)        4.90  (feet) ADJUSTED
 AG5391  ______________________________________________________________________
 AG5391  GEOID HEIGHT    -        -24.751 (meters)                     GEOID18
 AG5391  DYNAMIC HEIGHT  -          1.493 (meters)        4.90  (feet) COMP
 AG5391  MODELED GRAVITY -    979,187.4   (mgal)                       NAVD 88
 AG5391
 AG5391  VERT ORDER      -  SECOND    CLASS 0
 AG5391
 AG5391.The horizontal coordinates were scaled from a map and have
 AG5391.an estimated accuracy of +/- 6 seconds.
 AG5391
 AG5391.The orthometric height was determined by differential leveling and
 AG5391.adjusted by the NATIONAL GEODETIC SURVEY
 AG5391.in June 1991.
 AG5391
 AG5391.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5391.GEOID18 height accuracy estimate available here.
 AG5391
 AG5391.Click photographs - Photos may exist for this station.
 AG5391
 AG5391.The dynamic height is computed by dividing the NAVD 88
 AG5391.geopotential number by the normal gravity value computed on the
 AG5391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5391.degrees latitude (g = 980.6199 gals.).
 AG5391
 AG5391.The modeled gravity was interpolated from observed gravity values.
 AG5391
 AG5391;                    North         East    Units  Estimated Accuracy
 AG5391;SPC FL W     -   401,640.      130,110.      MT  (+/- 180 meters Scaled)
 AG5391
 AG5391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL317936(NAD 83)
 AG5391
 AG5391                          SUPERSEDED SURVEY CONTROL
 AG5391
 AG5391  NGVD 29 (??/??/92)    1.756  (m)            5.76   (f) ADJ UNCH    2 0
 AG5391
 AG5391.Superseded values are not recommended for survey control.
 AG5391
 AG5391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5391.See file dsdata.pdf to determine how the superseded data were derived.
 AG5391
 AG5391_MARKER: DB = BENCH MARK DISK
 AG5391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG5391_SP_SET: PIER
 AG5391_STAMPING: NO 1 1926
 AG5391_MARK LOGO: CGS
 AG5391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG5391
 AG5391  HISTORY     - Date     Condition        Report By
 AG5391  HISTORY     - 1926     MONUMENTED       CGS
 AG5391  HISTORY     - 1975     GOOD             FLDT
 AG5391
 AG5391                          STATION DESCRIPTION
 AG5391
 AG5391'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG5391'AT CLEARWATER.
 AG5391'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND S.R.
 AG5391'60 (GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 1.1 MILE
 AG5391'TO THE JUNCTION OF BAYVIEW AVENUE, TURN RIGHT AND RUN SOUTHERLY
 AG5391'ON BAYVIEW AVENUE FOR 0.3 MILE TO THE SOUTH END OF BAYVIEW
 AG5391'AVENUE.  STATION ON LEFT, 82.0 FT. EAST OF THE EXTENDED CENTERLINE
 AG5391'OF BAYVIEW AVENUE, 40.0 FT. SOUTH OF 15 INCH OAK TREE, 17.0
 AG5391'FT. SE OF 15 INCH PALM TREE, 8.0 FT. NORTH OF WATERS EDGE.
 AG5391'SET IN TOP OF THE WEST END OF THE CONCRETE ABUTMENT OF A PRIVATE,
 AG5391'ABANDONED PIER.  SEC 16, T 29S, R 16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5389 ***********************************************************************
 AG5389  DESIGNATION -  872 6707 TIDAL 3
 AG5389  PID         -  AG5389
 AG5389  STATE/COUNTY-  FL/PINELLAS
 AG5389  COUNTRY     -  US
 AG5389  USGS QUAD   -  SAFETY HARBOR (2018)
 AG5389
 AG5389                         *CURRENT SURVEY CONTROL
 AG5389  ______________________________________________________________________
 AG5389* NAD 83(1986) POSITION- 27 57 38.     (N) 082 42 44.     (W)   SCALED
 AG5389* NAVD 88 ORTHO HEIGHT -     8.410 (meters)       27.59  (feet) ADJUSTED
 AG5389  ______________________________________________________________________
 AG5389  GEOID HEIGHT    -        -24.755 (meters)                     GEOID18
 AG5389  DYNAMIC HEIGHT  -          8.398 (meters)       27.55  (feet) COMP
 AG5389  MODELED GRAVITY -    979,187.6   (mgal)                       NAVD 88
 AG5389
 AG5389  VERT ORDER      -  SECOND    CLASS 0
 AG5389
 AG5389.The horizontal coordinates were scaled from a map and have
 AG5389.an estimated accuracy of +/- 6 seconds.
 AG5389
 AG5389.The orthometric height was determined by differential leveling and
 AG5389.adjusted by the NATIONAL GEODETIC SURVEY
 AG5389.in June 1991.
 AG5389
 AG5389.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5389.GEOID18 height accuracy estimate available here.
 AG5389
 AG5389.Click photographs - Photos may exist for this station.
 AG5389
 AG5389.The dynamic height is computed by dividing the NAVD 88
 AG5389.geopotential number by the normal gravity value computed on the
 AG5389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5389.degrees latitude (g = 980.6199 gals.).
 AG5389
 AG5389.The modeled gravity was interpolated from observed gravity values.
 AG5389
 AG5389;                    North         East    Units  Estimated Accuracy
 AG5389;SPC FL W     -   402,040.      129,920.      MT  (+/- 180 meters Scaled)
 AG5389
 AG5389_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL315940(NAD 83)
 AG5389
 AG5389                          SUPERSEDED SURVEY CONTROL
 AG5389
 AG5389  NGVD 29 (??/??/92)    8.672  (m)           28.45   (f) ADJ UNCH    2 0
 AG5389
 AG5389.Superseded values are not recommended for survey control.
 AG5389
 AG5389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5389.See file dsdata.pdf to determine how the superseded data were derived.
 AG5389
 AG5389_MARKER: DB = BENCH MARK DISK
 AG5389_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG5389_SP_SET: CURB
 AG5389_STAMPING: NO III 1926
 AG5389_MARK LOGO: CGS
 AG5389_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5389
 AG5389  HISTORY     - Date     Condition        Report By
 AG5389  HISTORY     - 1926     MONUMENTED       CGS
 AG5389  HISTORY     - 1975     GOOD             FLDT
 AG5389  HISTORY     - 1982     GOOD             FLDNR
 AG5389
 AG5389                          STATION DESCRIPTION
 AG5389
 AG5389'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG5389'AT CLEARWATER.
 AG5389'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 AG5389'S.R. 60 (GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 1.1 MILE
 AG5389'TO THE JUNCTION OF BAYVIEW AVENUE.  STATION ON RIGHT, IN THE SW
 AG5389'CORNER, 20.0 FT. SOUTH OF THE CENTERLINE OF S.R. 60, 52.0
 AG5389'FT. WEST OF THE CENTERLINE OF BAYVIEW AVENUE, 94.0 FT. NW OF
 AG5389'A POWER LIGHT POLE, NO NUMBER.  SET IN TOP OF THE SOUTH CURB
 AG5389'OF S.R. 60.  SECTION 16, T 29S, R 16E.
 AG5389
 AG5389                          STATION RECOVERY (1982)
 AG5389
 AG5389'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5389'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5390 ***********************************************************************
 AG5390  DESIGNATION -  872 6707 TIDAL 4
 AG5390  PID         -  AG5390
 AG5390  STATE/COUNTY-  FL/PINELLAS
 AG5390  COUNTRY     -  US
 AG5390  USGS QUAD   -  SAFETY HARBOR (2018)
 AG5390
 AG5390                         *CURRENT SURVEY CONTROL
 AG5390  ______________________________________________________________________
 AG5390* NAD 83(1986) POSITION- 27 57 32.     (N) 082 42 40.     (W)   SCALED
 AG5390* NAVD 88 ORTHO HEIGHT -     5.207 (meters)       17.08  (feet) ADJUSTED
 AG5390  ______________________________________________________________________
 AG5390  GEOID HEIGHT    -        -24.753 (meters)                     GEOID18
 AG5390  DYNAMIC HEIGHT  -          5.199 (meters)       17.06  (feet) COMP
 AG5390  MODELED GRAVITY -    979,187.5   (mgal)                       NAVD 88
 AG5390
 AG5390  VERT ORDER      -  SECOND    CLASS 0
 AG5390
 AG5390.The horizontal coordinates were scaled from a map and have
 AG5390.an estimated accuracy of +/- 6 seconds.
 AG5390
 AG5390.The orthometric height was determined by differential leveling and
 AG5390.adjusted by the NATIONAL GEODETIC SURVEY
 AG5390.in June 1991.
 AG5390
 AG5390.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5390.GEOID18 height accuracy estimate available here.
 AG5390
 AG5390.Click photographs - Photos may exist for this station.
 AG5390
 AG5390.The dynamic height is computed by dividing the NAVD 88
 AG5390.geopotential number by the normal gravity value computed on the
 AG5390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5390.degrees latitude (g = 980.6199 gals.).
 AG5390
 AG5390.The modeled gravity was interpolated from observed gravity values.
 AG5390
 AG5390;                    North         East    Units  Estimated Accuracy
 AG5390;SPC FL W     -   401,860.      130,030.      MT  (+/- 180 meters Scaled)
 AG5390
 AG5390_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL316938(NAD 83)
 AG5390
 AG5390                          SUPERSEDED SURVEY CONTROL
 AG5390
 AG5390  NGVD 29 (??/??/92)    5.468  (m)           17.94   (f) ADJ UNCH    2 0
 AG5390
 AG5390.Superseded values are not recommended for survey control.
 AG5390
 AG5390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5390.See file dsdata.pdf to determine how the superseded data were derived.
 AG5390
 AG5390_MARKER: DB = BENCH MARK DISK
 AG5390_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG5390_SP_SET: CURB
 AG5390_STAMPING: 4 1937
 AG5390_MARK LOGO: CGS
 AG5390_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG5390
 AG5390  HISTORY     - Date     Condition        Report By
 AG5390  HISTORY     - 1937     MONUMENTED       CGS
 AG5390  HISTORY     - 1975     GOOD             FLDT
 AG5390  HISTORY     - 1982     GOOD             FLDNR
 AG5390
 AG5390                          STATION DESCRIPTION
 AG5390
 AG5390'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG5390'AT CLEARWATER.
 AG5390'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND
 AG5390'S.R. 60 (GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 1.1 MILE
 AG5390'TO THE JUNCTION OF BAYVIEW AVENUE, TURN RIGHT AND RUN SOUTHERLY
 AG5390'FOR 625 FT. TO THE JUNCTION OF C.R. 31.  STATION ON LEFT, IN
 AG5390'THE NE CORNER, 15.0 FT. EAST OF THE CENTERLINE OF BAYVIEW AVENUE,
 AG5390'37.0 FT. NORTH OF THE CENTERLINE OF C.R. 31, 6.0 FT. NW OF POWER
 AG5390'POLE, NUMBER 6A-24534-R, 3.0 FT. WEST OF A FIRE HYDRANT.  SET
 AG5390'IN TOP OF THE EAST CURB OF BAYVIEW AVENUE.  SEC 16, T29S,
 AG5390'R 16E.
 AG5390
 AG5390                          STATION RECOVERY (1982)
 AG5390
 AG5390'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG5390'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG5392 ***********************************************************************
 AG5392  DESIGNATION -  872 6707 TIDAL 5
 AG5392  PID         -  AG5392
 AG5392  STATE/COUNTY-  FL/PINELLAS
 AG5392  COUNTRY     -  US
 AG5392  USGS QUAD   -  SAFETY HARBOR (2018)
 AG5392
 AG5392                         *CURRENT SURVEY CONTROL
 AG5392  ______________________________________________________________________
 AG5392* NAD 83(1986) POSITION- 27 57 25.     (N) 082 42 37.     (W)   SCALED
 AG5392* NAVD 88 ORTHO HEIGHT -     0.983 (meters)        3.23  (feet) ADJUSTED
 AG5392  ______________________________________________________________________
 AG5392  GEOID HEIGHT    -        -24.751 (meters)                     GEOID18
 AG5392  DYNAMIC HEIGHT  -          0.982 (meters)        3.22  (feet) COMP
 AG5392  MODELED GRAVITY -    979,187.4   (mgal)                       NAVD 88
 AG5392
 AG5392  VERT ORDER      -  SECOND    CLASS 0
 AG5392
 AG5392.The horizontal coordinates were scaled from a map and have
 AG5392.an estimated accuracy of +/- 6 seconds.
 AG5392
 AG5392.The orthometric height was determined by differential leveling and
 AG5392.adjusted by the NATIONAL GEODETIC SURVEY
 AG5392.in June 1991.
 AG5392
 AG5392.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG5392.GEOID18 height accuracy estimate available here.
 AG5392
 AG5392.Click photographs - Photos may exist for this station.
 AG5392
 AG5392.The dynamic height is computed by dividing the NAVD 88
 AG5392.geopotential number by the normal gravity value computed on the
 AG5392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG5392.degrees latitude (g = 980.6199 gals.).
 AG5392
 AG5392.The modeled gravity was interpolated from observed gravity values.
 AG5392
 AG5392;                    North         East    Units  Estimated Accuracy
 AG5392;SPC FL W     -   401,640.      130,110.      MT  (+/- 180 meters Scaled)
 AG5392
 AG5392_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL317936(NAD 83)
 AG5392
 AG5392                          SUPERSEDED SURVEY CONTROL
 AG5392
 AG5392  NGVD 29 (??/??/92)    1.245  (m)            4.08   (f) ADJ UNCH    2 0
 AG5392
 AG5392.Superseded values are not recommended for survey control.
 AG5392
 AG5392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG5392.See file dsdata.pdf to determine how the superseded data were derived.
 AG5392
 AG5392_MARKER: DB = BENCH MARK DISK
 AG5392_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG5392_SP_SET: SEAWALL
 AG5392_MARK LOGO: CGS
 AG5392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG5392+STABILITY: SURFACE MOTION
 AG5392
 AG5392  HISTORY     - Date     Condition        Report By
 AG5392  HISTORY     - UNK      MONUMENTED       CGS
 AG5392  HISTORY     - 1959     GOOD             CGS
 AG5392
 AG5392                          STATION DESCRIPTION
 AG5392
 AG5392'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AG5392'AT BAYVIEW.
 AG5392'AT BAYVIEW, 0.3 MILE SOUTH OF GULF TO BAY BOULEVARD, (STATE
 AG5392'HIGHWAY 60) AT THE SOUTH END OF BAYVIEW AVENUE, 106 FT. EAST
 AG5392'OF THE CENTER LINE OF BAYVIEW AVENUE, 99 FT. SOUTH OF THE CENTER
 AG5392'LINE OF A PRIVATE DRIVEWAY, 58 FT. EAST OF TIDAL 1, 70.5 FT.
 AG5392'SOUTHWEST OF THE SOUTHWEST CORNER OF A 2 STORY WHITE STUCCO
 AG5392'HOUSE, SET IN THE TOP OF THE SOUTH END OF A CONCRETE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1006 ***********************************************************************
 AG1006  DESIGNATION -  872 6707 TIDAL 6
 AG1006  PID         -  AG1006
 AG1006  STATE/COUNTY-  FL/PINELLAS
 AG1006  COUNTRY     -  US
 AG1006  USGS QUAD   -  SAFETY HARBOR (2018)
 AG1006
 AG1006                         *CURRENT SURVEY CONTROL
 AG1006  ______________________________________________________________________
 AG1006* NAD 83(1986) POSITION- 27 57 25.     (N) 082 42 35.     (W)   SCALED
 AG1006* NAVD 88 ORTHO HEIGHT -     1.772 (meters)        5.81  (feet) ADJUSTED
 AG1006  ______________________________________________________________________
 AG1006  GEOID HEIGHT    -        -24.751 (meters)                     GEOID18
 AG1006  DYNAMIC HEIGHT  -          1.769 (meters)        5.80  (feet) COMP
 AG1006  MODELED GRAVITY -    979,187.4   (mgal)                       NAVD 88
 AG1006
 AG1006  VERT ORDER      -  SECOND    CLASS II
 AG1006
 AG1006.The horizontal coordinates were scaled from a map and have
 AG1006.an estimated accuracy of +/- 6 seconds.
 AG1006
 AG1006.The orthometric height was determined by differential leveling and
 AG1006.adjusted by the NATIONAL GEODETIC SURVEY
 AG1006.in June 1991.
 AG1006
 AG1006.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1006.GEOID18 height accuracy estimate available here.
 AG1006
 AG1006.Click photographs - Photos may exist for this station.
 AG1006
 AG1006.The dynamic height is computed by dividing the NAVD 88
 AG1006.geopotential number by the normal gravity value computed on the
 AG1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1006.degrees latitude (g = 980.6199 gals.).
 AG1006
 AG1006.The modeled gravity was interpolated from observed gravity values.
 AG1006
 AG1006;                    North         East    Units  Estimated Accuracy
 AG1006;SPC FL W     -   401,640.      130,170.      MT  (+/- 180 meters Scaled)
 AG1006
 AG1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL318936(NAD 83)
 AG1006
 AG1006                          SUPERSEDED SURVEY CONTROL
 AG1006
 AG1006  NGVD 29 (??/??/92)    2.033  (m)            6.67   (f) ADJ UNCH    2 2
 AG1006
 AG1006.Superseded values are not recommended for survey control.
 AG1006
 AG1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1006.See file dsdata.pdf to determine how the superseded data were derived.
 AG1006
 AG1006_MARKER: DB = BENCH MARK DISK
 AG1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1006_STAMPING: BM 6 1958
 AG1006_MARK LOGO: CGS
 AG1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1006+STABILITY: SURFACE MOTION
 AG1006
 AG1006  HISTORY     - Date     Condition        Report By
 AG1006  HISTORY     - 1958     MONUMENTED       CGS
 AG1006  HISTORY     - 1975     GOOD             FLDT
 AG1006
 AG1006                          STATION DESCRIPTION
 AG1006
 AG1006'DESCRIBED BY FLORIDA DEPARTMENT OF TRANSPORTATION 1975
 AG1006'AT CLEARWATER.
 AG1006'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 19 AND S.R.
 AG1006'60 (GULF TO BAY BLVD.), RUN EASTERLY ON S.R. 60 FOR 1.1 MILE
 AG1006'TO THE JUNCTION OF BAYVIEW AVENUE, TURN RIGHT AND RUN SOUTHERLY
 AG1006'ON BAYVIEW AVENUE FOR 0.3 MILE TO THE SOUTH END OF BAYVIEW
 AG1006'AVENUE.  STATION ON LEFT, 102.0 FT. EAST OF THE CENTERLINE OF
 AG1006'BAYVIEW AVENUE, 21.0 FT. SW OF 20 INCH OAK, 13.5 SOUTH OF A 15
 AG1006'INCH OAK TREE, 25 FT. NORTH OF WATERS EDGE, 1.5 FT. NW OF THE
 AG1006'SE CORNER OF A VINE COVERED LATTICEWORK AND SETEES.  SET IN TOP
 AG1006'OF A CONCRETE POST THAT IS FLUSH WITH THE VINE COVERED
 AG1006'LATTICEWORK CONCRETE FLOOR.  SECTION 16, T 29S, R 16E.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7451 ***********************************************************************
 AG7451  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7451  DESIGNATION -  872 6711 A
 AG7451  PID         -  AG7451
 AG7451  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7451  COUNTRY     -  US
 AG7451  USGS QUAD   -  TAMPA (2018)
 AG7451
 AG7451                         *CURRENT SURVEY CONTROL
 AG7451  ______________________________________________________________________
 AG7451* NAD 83(1986) POSITION- 27 57 47.50   (N) 082 28 25.01   (W)   HD_HELD1
 AG7451* NAVD 88 ORTHO HEIGHT -     0.999 (meters)        3.28  (feet) ADJUSTED
 AG7451  ______________________________________________________________________
 AG7451  GEOID HEIGHT    -        -25.006 (meters)                     GEOID18
 AG7451  DYNAMIC HEIGHT  -          0.998 (meters)        3.27  (feet) COMP
 AG7451  MODELED GRAVITY -    979,188.5   (mgal)                       NAVD 88
 AG7451
 AG7451  VERT ORDER      -  SECOND    CLASS I
 AG7451
 AG7451.The horizontal coordinates were determined by differentially corrected
 AG7451.hand held GPS observations or other comparable positioning techniques
 AG7451.and have an estimated accuracy of +/- 3 meters.
 AG7451
 AG7451.The orthometric height was determined by differential leveling and
 AG7451.adjusted by the NATIONAL GEODETIC SURVEY
 AG7451.in September 2010.
 AG7451
 AG7451.No vertical observational check was made to the station.
 AG7451
 AG7451.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7451.GEOID18 height accuracy estimate available here.
 AG7451
 AG7451.This Tidal Bench Mark is designated as VM 7530
 AG7451.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7451
 AG7451.Click photographs - Photos may exist for this station.
 AG7451
 AG7451.The dynamic height is computed by dividing the NAVD 88
 AG7451.geopotential number by the normal gravity value computed on the
 AG7451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7451.degrees latitude (g = 980.6199 gals.).
 AG7451
 AG7451.The modeled gravity was interpolated from observed gravity values.
 AG7451
 AG7451;                    North         East    Units  Estimated Accuracy
 AG7451;SPC FL W     -   402,220.8     153,401.1     MT  (+/- 3 meters HH1 GPS) 
 AG7451
 AG7451_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5505293999(NAD 83)
 AG7451
 AG7451                          SUPERSEDED SURVEY CONTROL
 AG7451
 AG7451  NAVD 88 (06/15/91)    1.024  (m)            3.36   (f) SUPERSEDED  2 1
 AG7451  NGVD 29 (??/??/92)    1.286  (m)            4.22   (f) ADJ UNCH    2 1
 AG7451
 AG7451.Superseded values are not recommended for survey control.
 AG7451
 AG7451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7451.See file dsdata.pdf to determine how the superseded data were derived.
 AG7451
 AG7451_MARKER: DD = SURVEY DISK
 AG7451_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7451_SP_SET: SEAWALL
 AG7451_STAMPING: 6711 A 1976
 AG7451_MARK LOGO: NOS
 AG7451_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7451+STABILITY: SURFACE MOTION
 AG7451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7451+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 AG7451
 AG7451  HISTORY     - Date     Condition        Report By
 AG7451  HISTORY     - 1976     MONUMENTED       NOS
 AG7451  HISTORY     - 1982     GOOD             FLDNR
 AG7451  HISTORY     - 20030927 GOOD             USPSQD
 AG7451  HISTORY     - 20080826 GOOD             FLDEP
 AG7451
 AG7451                          STATION DESCRIPTION
 AG7451
 AG7451'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7451'IN TAMPA.
 AG7451'THE MARK IS AT THE RIVER HEIGHTS MARINE AND DRY DOCK (2305 NORTH
 AG7451'WILLOW DRIVE) WHICH IS AT THE JUNCTION OF WILLOW DRIVE WITH OREGON
 AG7451'AVENUE.  THE MARK BEARS 167 FEET NORTH OF THE CENTERLINE OF THE
 AG7451'BOAT RAMP, 35 FEET EAST OF THE CENTERLINE OF THE PARKING LOT DRIVE,
 AG7451'25 FEET NORTH OF THE WEST END OF THE CENTER PIER, AND 156 FEET
 AG7451'NORTH OF BENCH MARK 6711 B 1976.
 AG7451
 AG7451                          STATION RECOVERY (2003)
 AG7451
 AG7451'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCH)
 AG7451'RIVER HEIGHTS MARINE AND DRY DOCK IS NOW RICKS ON THE WATER.
 AG7451
 AG7451                          STATION RECOVERY (2008)
 AG7451
 AG7451'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7451'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7452 ***********************************************************************
 AG7452  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7452  DESIGNATION -  872 6711 B
 AG7452  PID         -  AG7452
 AG7452  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7452  COUNTRY     -  US
 AG7452  USGS QUAD   -  TAMPA (2018)
 AG7452
 AG7452                         *CURRENT SURVEY CONTROL
 AG7452  ______________________________________________________________________
 AG7452* NAD 83(1986) POSITION- 27 57 46.29   (N) 082 28 24.11   (W)   HD_HELD1
 AG7452* NAVD 88 ORTHO HEIGHT -     1.051 (meters)        3.45  (feet) ADJUSTED
 AG7452  ______________________________________________________________________
 AG7452  GEOID HEIGHT    -        -25.005 (meters)                     GEOID18
 AG7452  DYNAMIC HEIGHT  -          1.049 (meters)        3.44  (feet) COMP
 AG7452  MODELED GRAVITY -    979,188.5   (mgal)                       NAVD 88
 AG7452
 AG7452  VERT ORDER      -  SECOND    CLASS I
 AG7452
 AG7452.The horizontal coordinates were determined by differentially corrected
 AG7452.hand held GPS observations or other comparable positioning techniques
 AG7452.and have an estimated accuracy of +/- 3 meters.
 AG7452
 AG7452.The orthometric height was determined by differential leveling and
 AG7452.adjusted by the NATIONAL GEODETIC SURVEY
 AG7452.in September 2010.
 AG7452
 AG7452.No vertical observational check was made to the station.
 AG7452
 AG7452.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7452.GEOID18 height accuracy estimate available here.
 AG7452
 AG7452.This Tidal Bench Mark is designated as VM 7531
 AG7452.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7452
 AG7452.Click photographs - Photos may exist for this station.
 AG7452
 AG7452.The dynamic height is computed by dividing the NAVD 88
 AG7452.geopotential number by the normal gravity value computed on the
 AG7452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7452.degrees latitude (g = 980.6199 gals.).
 AG7452
 AG7452.The modeled gravity was interpolated from observed gravity values.
 AG7452
 AG7452;                    North         East    Units  Estimated Accuracy
 AG7452;SPC FL W     -   402,183.4     153,425.5     MT  (+/- 3 meters HH1 GPS) 
 AG7452
 AG7452_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5507693961(NAD 83)
 AG7452
 AG7452                          SUPERSEDED SURVEY CONTROL
 AG7452
 AG7452  NAVD 88 (06/15/91)    1.073  (m)            3.52   (f) SUPERSEDED  2 1
 AG7452  NGVD 29 (??/??/92)    1.335  (m)            4.38   (f) ADJ UNCH    2 1
 AG7452
 AG7452.Superseded values are not recommended for survey control.
 AG7452
 AG7452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7452.See file dsdata.pdf to determine how the superseded data were derived.
 AG7452
 AG7452_MARKER: DD = SURVEY DISK
 AG7452_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7452_SP_SET: SEAWALL
 AG7452_STAMPING: 6711 B 1976
 AG7452_MARK LOGO: NOS
 AG7452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7452+STABILITY: SURFACE MOTION
 AG7452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7452+SATELLITE: SATELLITE OBSERVATIONS - August 26, 2008
 AG7452
 AG7452  HISTORY     - Date     Condition        Report By
 AG7452  HISTORY     - 1976     MONUMENTED       NOS
 AG7452  HISTORY     - 1982     GOOD             FLDNR
 AG7452  HISTORY     - 20030927 GOOD             USPSQD
 AG7452  HISTORY     - 20080826 GOOD             FLDEP
 AG7452
 AG7452                          STATION DESCRIPTION
 AG7452
 AG7452'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7452'IN TAMPA.
 AG7452'THE MARK IS AT THE RIVER HEIGHTS MARINE AND DRY DOCK (2305 NORTH
 AG7452'WILLOW DRIVE) WHICH IS AT THE JUNCTION OF WILLOW DRIVE WITH
 AG7452'OREGON AVENUE.  THE MARK BEARS 11.0 FEET NORTH OF THE CENTERLINE
 AG7452'OF THE BOAT RAMP, 37.6 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 AG7452'THE WASHROOM, 156 FEET SOUTH OF BENCH MARK 6711 A 1976, AND 37.4
 AG7452'FEET NORTHEAST OF BENCH MARK 6711 F 1976.
 AG7452'THE MARK IS 3 FT ABOVE BOAT RAMP.
 AG7452
 AG7452                          STATION RECOVERY (2003)
 AG7452
 AG7452'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCH)
 AG7452'RIVER HEIGHTS MARINE AND DRY DOCK IS NOW RICKS ON THE WATER.
 AG7452
 AG7452                          STATION RECOVERY (2008)
 AG7452
 AG7452'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7452'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7454 ***********************************************************************
 AG7454  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7454  DESIGNATION -  872 6711 C
 AG7454  PID         -  AG7454
 AG7454  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7454  COUNTRY     -  US
 AG7454  USGS QUAD   -  TAMPA (2018)
 AG7454
 AG7454                         *CURRENT SURVEY CONTROL
 AG7454  ______________________________________________________________________
 AG7454* NAD 83(1986) POSITION- 27 57 37.     (N) 082 28 05.     (W)   SCALED
 AG7454* NAVD 88 ORTHO HEIGHT -     1.362 (meters)        4.47  (feet) ADJUSTED
 AG7454  ______________________________________________________________________
 AG7454  GEOID HEIGHT    -        -25.007 (meters)                     GEOID18
 AG7454  DYNAMIC HEIGHT  -          1.360 (meters)        4.46  (feet) COMP
 AG7454  MODELED GRAVITY -    979,188.5   (mgal)                       NAVD 88
 AG7454
 AG7454  VERT ORDER      -  SECOND    CLASS I
 AG7454
 AG7454.The horizontal coordinates were scaled from a map and have
 AG7454.an estimated accuracy of +/- 6 seconds.
 AG7454
 AG7454.The orthometric height was determined by differential leveling and
 AG7454.adjusted by the NATIONAL GEODETIC SURVEY
 AG7454.in June 1991.
 AG7454
 AG7454.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7454.GEOID18 height accuracy estimate available here.
 AG7454
 AG7454.This Tidal Bench Mark is designated as VM 7532
 AG7454.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7454
 AG7454.Click photographs - Photos may exist for this station.
 AG7454
 AG7454.The dynamic height is computed by dividing the NAVD 88
 AG7454.geopotential number by the normal gravity value computed on the
 AG7454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7454.degrees latitude (g = 980.6199 gals.).
 AG7454
 AG7454.The modeled gravity was interpolated from observed gravity values.
 AG7454
 AG7454;                    North         East    Units  Estimated Accuracy
 AG7454;SPC FL W     -   401,900.      153,950.      MT  (+/- 180 meters Scaled)
 AG7454
 AG7454_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL555936(NAD 83)
 AG7454
 AG7454                          SUPERSEDED SURVEY CONTROL
 AG7454
 AG7454  NGVD 29 (??/??/92)    1.624  (m)            5.33   (f) ADJ UNCH    2 1
 AG7454
 AG7454.Superseded values are not recommended for survey control.
 AG7454
 AG7454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7454.See file dsdata.pdf to determine how the superseded data were derived.
 AG7454
 AG7454_MARKER: DD = SURVEY DISK
 AG7454_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7454_SP_SET: SEAWALL
 AG7454_STAMPING: 6711 C 1976
 AG7454_MARK LOGO: NOS
 AG7454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7454+STABILITY: SURFACE MOTION
 AG7454
 AG7454  HISTORY     - Date     Condition        Report By
 AG7454  HISTORY     - 1976     MONUMENTED       NOS
 AG7454  HISTORY     - 1982     GOOD             FLDNR
 AG7454  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 AG7454  HISTORY     - 20080826 MARK NOT FOUND   FLDEP
 AG7454
 AG7454                          STATION DESCRIPTION
 AG7454
 AG7454'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7454'IN TAMPA.
 AG7454'THE MARK IS AT THE RIVER HEIGHTS MARINE AND DRY DOCK (2305 NORTH
 AG7454'WILLOW DRIVE) WHICH IS AT THE JUNCTION OF WILLOW DRIVE WITH OREGON
 AG7454'AVENUE.  THE MARK IS IN THE TOP OF THE NORTH SEAWALL FOR THE DRY
 AG7454'DOCK RAMP, 77 FEET EAST FROM THE EAST SIDE OF THE DRY DOCK BUILDING,
 AG7454'AND 51 FEET WEST-SOUTHWEST OF BENCH MARK 6711 E 1976.
 AG7454'THE MARK IS 3 FT ABOVE RAMP.
 AG7454
 AG7454                          STATION RECOVERY (2003)
 AG7454
 AG7454'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCH)
 AG7454'RIVER HEIGHTS MARINE AND DRY DOCK IS NOW RICKS ON THE WATER.
 AG7454
 AG7454                          STATION RECOVERY (2008)
 AG7454
 AG7454'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7454'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 AG7454'MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7455 ***********************************************************************
 AG7455  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7455  DESIGNATION -  872 6711 E
 AG7455  PID         -  AG7455
 AG7455  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7455  COUNTRY     -  US
 AG7455  USGS QUAD   -  TAMPA (2018)
 AG7455
 AG7455                         *CURRENT SURVEY CONTROL
 AG7455  ______________________________________________________________________
 AG7455* NAD 83(1986) POSITION- 27 57 37.     (N) 082 28 05.     (W)   SCALED
 AG7455* NAVD 88 ORTHO HEIGHT -     1.432 (meters)        4.70  (feet) ADJUSTED
 AG7455  ______________________________________________________________________
 AG7455  GEOID HEIGHT    -        -25.007 (meters)                     GEOID18
 AG7455  DYNAMIC HEIGHT  -          1.430 (meters)        4.69  (feet) COMP
 AG7455  MODELED GRAVITY -    979,188.5   (mgal)                       NAVD 88
 AG7455
 AG7455  VERT ORDER      -  SECOND    CLASS I
 AG7455
 AG7455.The horizontal coordinates were scaled from a map and have
 AG7455.an estimated accuracy of +/- 6 seconds.
 AG7455
 AG7455.The orthometric height was determined by differential leveling and
 AG7455.adjusted by the NATIONAL GEODETIC SURVEY
 AG7455.in June 1991.
 AG7455
 AG7455.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7455.GEOID18 height accuracy estimate available here.
 AG7455
 AG7455.This Tidal Bench Mark is designated as VM 7533
 AG7455.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7455
 AG7455.Click photographs - Photos may exist for this station.
 AG7455
 AG7455.The dynamic height is computed by dividing the NAVD 88
 AG7455.geopotential number by the normal gravity value computed on the
 AG7455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7455.degrees latitude (g = 980.6199 gals.).
 AG7455
 AG7455.The modeled gravity was interpolated from observed gravity values.
 AG7455
 AG7455;                    North         East    Units  Estimated Accuracy
 AG7455;SPC FL W     -   401,900.      153,950.      MT  (+/- 180 meters Scaled)
 AG7455
 AG7455_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL555936(NAD 83)
 AG7455
 AG7455                          SUPERSEDED SURVEY CONTROL
 AG7455
 AG7455  NGVD 29 (??/??/92)    1.694  (m)            5.56   (f) ADJ UNCH    2 1
 AG7455
 AG7455.Superseded values are not recommended for survey control.
 AG7455
 AG7455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7455.See file dsdata.pdf to determine how the superseded data were derived.
 AG7455
 AG7455_MARKER: DD = SURVEY DISK
 AG7455_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG7455+WITH SETTING: PAVEMENT
 AG7455_SP_SET: SIGN BASE
 AG7455_STAMPING: 6711 E 1976
 AG7455_MARK LOGO: NOS
 AG7455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7455+STABILITY: SURFACE MOTION
 AG7455
 AG7455  HISTORY     - Date     Condition        Report By
 AG7455  HISTORY     - 1976     MONUMENTED       NOS
 AG7455  HISTORY     - 1982     GOOD             FLDNR
 AG7455  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 AG7455  HISTORY     - 20080826 MARK NOT FOUND   FLDEP
 AG7455
 AG7455                          STATION DESCRIPTION
 AG7455
 AG7455'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7455'IN TAMPA.
 AG7455'THE MARK IS AT THE RIVER HEIGHTS MARINE AND DRY DOCK (2305 NORTH
 AG7455'WILLOW DRIVE) WHICH IS AT THE JUNCTION OF WILLOW DRIVE WITH OREGON
 AG7455'AVENUE.  THE MARK BEARS 1 FOOT NORTHEAST OF A SUPER 5 GAS SIGN, 18
 AG7455'FEET NORTH OF THE NORTH EDGE OF THE DRY DOCK RAMP, AND 95 FEET
 AG7455'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE WASHROOM.
 AG7455
 AG7455                          STATION RECOVERY (2003)
 AG7455
 AG7455'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCH)
 AG7455'RIVER HEIGHTS MARINE AND DRY DOCK IS NOW RICKS ON THE WATER. NEW
 AG7455'CONCRETE WAS POURED AROUND SIGN BASE IN 1987 COVERING MARK.
 AG7455
 AG7455                          STATION RECOVERY (2008)
 AG7455
 AG7455'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7455'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 AG7455'MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7453 ***********************************************************************
 AG7453  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7453  DESIGNATION -  872 6711 F
 AG7453  PID         -  AG7453
 AG7453  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7453  COUNTRY     -  US
 AG7453  USGS QUAD   -  TAMPA (2018)
 AG7453
 AG7453                         *CURRENT SURVEY CONTROL
 AG7453  ______________________________________________________________________
 AG7453* NAD 83(1986) POSITION- 27 57 37.     (N) 082 28 05.     (W)   SCALED
 AG7453* NAVD 88 ORTHO HEIGHT -     1.146 (meters)        3.76  (feet) ADJUSTED
 AG7453  ______________________________________________________________________
 AG7453  GEOID HEIGHT    -        -25.007 (meters)                     GEOID18
 AG7453  DYNAMIC HEIGHT  -          1.145 (meters)        3.76  (feet) COMP
 AG7453  MODELED GRAVITY -    979,188.5   (mgal)                       NAVD 88
 AG7453
 AG7453  VERT ORDER      -  SECOND    CLASS I
 AG7453
 AG7453.The horizontal coordinates were scaled from a map and have
 AG7453.an estimated accuracy of +/- 6 seconds.
 AG7453
 AG7453.The orthometric height was determined by differential leveling and
 AG7453.adjusted by the NATIONAL GEODETIC SURVEY
 AG7453.in June 1991.
 AG7453
 AG7453.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7453.GEOID18 height accuracy estimate available here.
 AG7453
 AG7453.This Tidal Bench Mark is designated as VM 7534
 AG7453.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7453
 AG7453.Click photographs - Photos may exist for this station.
 AG7453
 AG7453.The dynamic height is computed by dividing the NAVD 88
 AG7453.geopotential number by the normal gravity value computed on the
 AG7453.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7453.degrees latitude (g = 980.6199 gals.).
 AG7453
 AG7453.The modeled gravity was interpolated from observed gravity values.
 AG7453
 AG7453;                    North         East    Units  Estimated Accuracy
 AG7453;SPC FL W     -   401,900.      153,950.      MT  (+/- 180 meters Scaled)
 AG7453
 AG7453_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL555936(NAD 83)
 AG7453
 AG7453                          SUPERSEDED SURVEY CONTROL
 AG7453
 AG7453  NGVD 29 (??/??/92)    1.408  (m)            4.62   (f) ADJ UNCH    2 1
 AG7453
 AG7453.Superseded values are not recommended for survey control.
 AG7453
 AG7453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7453.See file dsdata.pdf to determine how the superseded data were derived.
 AG7453
 AG7453_MARKER: DD = SURVEY DISK
 AG7453_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7453_SP_SET: WALKWAY
 AG7453_STAMPING: 6711 F 1976
 AG7453_MARK LOGO: NOS
 AG7453_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7453
 AG7453  HISTORY     - Date     Condition        Report By
 AG7453  HISTORY     - 1976     MONUMENTED       NOS
 AG7453  HISTORY     - 1982     GOOD             FLDNR
 AG7453  HISTORY     - 20030927 MARK NOT FOUND   USPSQD
 AG7453  HISTORY     - 20080826 MARK NOT FOUND   FLDEP
 AG7453
 AG7453                          STATION DESCRIPTION
 AG7453
 AG7453'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7453'IN TAMPA.
 AG7453'THE MARK IS AT THE RIVER HEIGHTS MARINE AND DRY DOCK (2305 NORTH
 AG7453'WILLOW DRIVE) WHICH IS AT THE JUNCTION OF WILLOW DRIVE WITH OREGON
 AG7453'AVENUE.  THE MARK BEARS 2.5 FEET NORTH OF THE NORTHEAST CORNER OF
 AG7453'THE WASHROOM, 17 FEET SOUTH OF THE CENTERLINE OF THE BOAT RAMP, AND
 AG7453'37.4 FEET SOUTHWEST OF BENCH MARK 6711 B 1976.
 AG7453'THE MARK IS 2 FT ABOVE BOAT RAMP.
 AG7453
 AG7453                          STATION RECOVERY (2003)
 AG7453
 AG7453'RECOVERY NOTE BY US POWER SQUADRON 2003 (TCH)
 AG7453'RIVER HEIGHTS MARINE AND DRY DOCK IS NOW RICKS ON THE WATER.
 AG7453
 AG7453                          STATION RECOVERY (2008)
 AG7453
 AG7453'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7453'NOT RECOVERED.  NOTE--A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE
 AG7453'MARK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1521 ***********************************************************************
 DM1521  DESIGNATION -  872 6711 G
 DM1521  PID         -  DM1521
 DM1521  STATE/COUNTY-  FL/HILLSBOROUGH
 DM1521  COUNTRY     -  US
 DM1521  USGS QUAD   -  TAMPA (2018)
 DM1521
 DM1521                         *CURRENT SURVEY CONTROL
 DM1521  ______________________________________________________________________
 DM1521* NAD 83(1986) POSITION- 27 57 32.2    (N) 082 28 05.0    (W)   HD_HELD2
 DM1521* NAVD 88 ORTHO HEIGHT -     7.813 (meters)       25.63  (feet) ADJUSTED
 DM1521  ______________________________________________________________________
 DM1521  GEOID HEIGHT    -        -25.006 (meters)                     GEOID18
 DM1521  DYNAMIC HEIGHT  -          7.801 (meters)       25.59  (feet) COMP
 DM1521  MODELED GRAVITY -    979,188.3   (mgal)                       NAVD 88
 DM1521
 DM1521  VERT ORDER      -  SECOND    CLASS I
 DM1521
 DM1521.The horizontal coordinates were established by autonomous hand held GPS
 DM1521.observations and have an estimated accuracy of +/- 10 meters.
 DM1521
 DM1521.The orthometric height was determined by differential leveling and
 DM1521.adjusted by the NATIONAL GEODETIC SURVEY
 DM1521.in September 2010.
 DM1521
 DM1521.No vertical observational check was made to the station.
 DM1521
 DM1521.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1521.GEOID18 height accuracy estimate available here.
 DM1521
 DM1521.Click photographs - Photos may exist for this station.
 DM1521
 DM1521.The dynamic height is computed by dividing the NAVD 88
 DM1521.geopotential number by the normal gravity value computed on the
 DM1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1521.degrees latitude (g = 980.6199 gals.).
 DM1521
 DM1521.The modeled gravity was interpolated from observed gravity values.
 DM1521
 DM1521;                    North         East    Units  Estimated Accuracy
 DM1521;SPC FL W     -   401,748.      153,946.      MT  (+/- 10 meters HH2 GPS)
 DM1521
 DM1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL5559393521(NAD 83)
 DM1521
 DM1521                          SUPERSEDED SURVEY CONTROL
 DM1521
 DM1521.No superseded survey control is available for this station.
 DM1521
 DM1521_MARKER: DD = SURVEY DISK
 DM1521_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1521_SP_SET: APPROACH HEADWALL
 DM1521_STAMPING: 6711 G 2008
 DM1521_MARK LOGO: FLDEP
 DM1521_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1521+STABILITY: SURFACE MOTION
 DM1521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1521+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2021
 DM1521
 DM1521  HISTORY     - Date     Condition        Report By
 DM1521  HISTORY     - 20080903 MONUMENTED       FLDEP
 DM1521  HISTORY     - 20210402 GOOD             FGLDSV
 DM1521
 DM1521                          STATION DESCRIPTION
 DM1521
 DM1521'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM1521'THE MARK IS IN WEST TAMPA, IN SECTION 14, TOWNSHIP 29 SOUTH, RANGE 18
 DM1521'EAST.
 DM1521'
 DM1521'THE MARK IS IN THE SOUTHEAST APPROACH HEADWALL OF THE NORTH BOULEVARD
 DM1521'BRIDGE OVER THE HILLSBOROUGH RIVER IN WEST TAMPA, SET FLUSH IN THE TOP
 DM1521'OF THE APPROACH HEADWALL AND LEVEL WITH THE SIDEWALK ABOUT 0.6 FT (0.2
 DM1521'M) ABOVE THE LEVEL OF NORTH BOULEVARD.
 DM1521'
 DM1521'LOCATED 25.0 FT (7.6 M) EAST OF THE APPROXIMATE CENTERLINE OF NORTH
 DM1521'BOULEVARD, 12.7 FT (3.9 M) NORTH OF THE SOUTH END OF A METAL
 DM1521'GUARDRAIL, 3.5 FT (1.1 M) EAST OF A CONCRETE CURB FACE AND 1.4 FT (0.4
 DM1521'M) WEST OF A METAL GUARDRAIL.
 DM1521
 DM1521                          STATION RECOVERY (2021)
 DM1521
 DM1521'RECOVERY NOTE BY FERGUSON LAND SURVEYORS 2021 (JKI)
 DM1521'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7581 ***********************************************************************
 AG7581  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7581  DESIGNATION -  872 6714 A TIDAL
 AG7581  PID         -  AG7581
 AG7581  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7581  COUNTRY     -  US
 AG7581  USGS QUAD   -  GANDY BRIDGE (2018)
 AG7581
 AG7581                         *CURRENT SURVEY CONTROL
 AG7581  ______________________________________________________________________
 AG7581* NAD 83(1986) POSITION- 27 57 58.     (N) 082 33 57.     (W)   SCALED
 AG7581* NAVD 88 ORTHO HEIGHT -     1.198 (meters)        3.93  (feet) ADJUSTED
 AG7581  ______________________________________________________________________
 AG7581  GEOID HEIGHT    -        -24.922 (meters)                     GEOID18
 AG7581  DYNAMIC HEIGHT  -          1.197 (meters)        3.93  (feet) COMP
 AG7581  MODELED GRAVITY -    979,188.7   (mgal)                       NAVD 88
 AG7581
 AG7581  VERT ORDER      -  SECOND    CLASS I
 AG7581
 AG7581.The horizontal coordinates were scaled from a map and have
 AG7581.an estimated accuracy of +/- 6 seconds.
 AG7581
 AG7581.The orthometric height was determined by differential leveling and
 AG7581.adjusted by the NATIONAL GEODETIC SURVEY
 AG7581.in June 1991.
 AG7581
 AG7581.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7581.GEOID18 height accuracy estimate available here.
 AG7581
 AG7581.This Tidal Bench Mark is designated as VM 7535
 AG7581.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7581
 AG7581.Click photographs - Photos may exist for this station.
 AG7581
 AG7581.The dynamic height is computed by dividing the NAVD 88
 AG7581.geopotential number by the normal gravity value computed on the
 AG7581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7581.degrees latitude (g = 980.6199 gals.).
 AG7581
 AG7581.The modeled gravity was interpolated from observed gravity values.
 AG7581
 AG7581;                    North         East    Units  Estimated Accuracy
 AG7581;SPC FL W     -   402,580.      144,330.      MT  (+/- 180 meters Scaled)
 AG7581
 AG7581_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL459944(NAD 83)
 AG7581
 AG7581                          SUPERSEDED SURVEY CONTROL
 AG7581
 AG7581  NGVD 29 (??/??/92)    1.467  (m)            4.81   (f) ADJ UNCH    2 1
 AG7581
 AG7581.Superseded values are not recommended for survey control.
 AG7581
 AG7581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7581.See file dsdata.pdf to determine how the superseded data were derived.
 AG7581
 AG7581_MARKER: DD = SURVEY DISK
 AG7581_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7581_SP_SET: SEAWALL
 AG7581_STAMPING: 6714 A 1976
 AG7581_MARK LOGO: NOS
 AG7581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7581+STABILITY: SURFACE MOTION
 AG7581
 AG7581  HISTORY     - Date     Condition        Report By
 AG7581  HISTORY     - 1976     MONUMENTED       NOS
 AG7581  HISTORY     - 1982     GOOD             FLDNR
 AG7581  HISTORY     - 20140414 GOOD             FL-081
 AG7581
 AG7581                          STATION DESCRIPTION
 AG7581
 AG7581'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7581'1.15 MI WEST FROM TAMPA.
 AG7581'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60 AND EISENHOWER
 AG7581'BOULEVARD (STATE ROAD 589), GO 1.15 MILES WEST ON STATE HIGHWAY
 AG7581'60 TO THE MARK.  THE MARK IS AT THE ROCKY POINT BEACH RESORT, 20.9
 AG7581'FEET EAST OF THE DIVING BOARD FOR THE SWIMMING POOL, 28.8 FEET EAST
 AG7581'OF THE EAST EDGE OF THE SWIMMING POOL, 21.9 FEET WEST OF THE WEST
 AG7581'END OF A WOODEN DOCK, AND 0.9 FOOT WEST OF THE EAST EDGE OF THE
 AG7581'SEAWALL.
 AG7581
 AG7581                          STATION RECOVERY (2014)
 AG7581
 AG7581'RECOVERY NOTE BY MANATEE COUNTY FLORIDA 2014 (TC)
 AG7581'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7580 ***********************************************************************
 AG7580  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7580  DESIGNATION -  872 6714 B TIDAL
 AG7580  PID         -  AG7580
 AG7580  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7580  COUNTRY     -  US
 AG7580  USGS QUAD   -  GANDY BRIDGE (2018)
 AG7580
 AG7580                         *CURRENT SURVEY CONTROL
 AG7580  ______________________________________________________________________
 AG7580* NAD 83(1986) POSITION- 27 58 00.     (N) 082 33 56.     (W)   SCALED
 AG7580* NAVD 88 ORTHO HEIGHT -     1.335 (meters)        4.38  (feet) ADJUSTED
 AG7580  ______________________________________________________________________
 AG7580  GEOID HEIGHT    -        -24.923 (meters)                     GEOID18
 AG7580  DYNAMIC HEIGHT  -          1.333 (meters)        4.37  (feet) COMP
 AG7580  MODELED GRAVITY -    979,188.7   (mgal)                       NAVD 88
 AG7580
 AG7580  VERT ORDER      -  SECOND    CLASS I
 AG7580
 AG7580.The horizontal coordinates were scaled from a map and have
 AG7580.an estimated accuracy of +/- 6 seconds.
 AG7580
 AG7580.The orthometric height was determined by differential leveling and
 AG7580.adjusted by the NATIONAL GEODETIC SURVEY
 AG7580.in June 1991.
 AG7580
 AG7580.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7580.GEOID18 height accuracy estimate available here.
 AG7580
 AG7580.This Tidal Bench Mark is designated as VM 7536
 AG7580.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7580
 AG7580.Click photographs - Photos may exist for this station.
 AG7580
 AG7580.The dynamic height is computed by dividing the NAVD 88
 AG7580.geopotential number by the normal gravity value computed on the
 AG7580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7580.degrees latitude (g = 980.6199 gals.).
 AG7580
 AG7580.The modeled gravity was interpolated from observed gravity values.
 AG7580
 AG7580;                    North         East    Units  Estimated Accuracy
 AG7580;SPC FL W     -   402,640.      144,360.      MT  (+/- 180 meters Scaled)
 AG7580
 AG7580_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL460944(NAD 83)
 AG7580
 AG7580                          SUPERSEDED SURVEY CONTROL
 AG7580
 AG7580  NGVD 29 (??/??/92)    1.603  (m)            5.26   (f) ADJ UNCH    2 1
 AG7580
 AG7580.Superseded values are not recommended for survey control.
 AG7580
 AG7580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7580.See file dsdata.pdf to determine how the superseded data were derived.
 AG7580
 AG7580_MARKER: DD = SURVEY DISK
 AG7580_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7580_SP_SET: SEAWALL
 AG7580_STAMPING: 6714 B 1976
 AG7580_MARK LOGO: NOS
 AG7580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7580+STABILITY: SURFACE MOTION
 AG7580
 AG7580  HISTORY     - Date     Condition        Report By
 AG7580  HISTORY     - 1976     MONUMENTED       NOS
 AG7580  HISTORY     - 1982     GOOD             FLDNR
 AG7580  HISTORY     - 1990     GOOD             USPSQD
 AG7580
 AG7580                          STATION DESCRIPTION
 AG7580
 AG7580'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7580'1.15 MI WEST FROM TAMPA.
 AG7580'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60 AND EISENHOWER
 AG7580'BOULEVARD (STATE ROAD 589), GO 1.15 MILES WEST ON STATE HIGHWAY
 AG7580'60 TO THE MARK.  THE MARK IS LOCATED AT THE ROCKY POINT BEACH
 AG7580'RESORT, 77.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE RESORT
 AG7580'RESTAURANT, 30.0 FEET NORTHEAST OF A PALM TREE (SOUTH ONE OF A
 AG7580'GROUP OF THREE IN THE RESORT PARKING LOT, 1 FOOT EAST OF A WOODEN
 AG7580'GUARDRAIL, AND 0.9 FOOT WEST OF THE EAST EDGE OF THE SEAWALL.
 AG7580
 AG7580                          STATION RECOVERY (1990)
 AG7580
 AG7580'RECOVERY NOTE BY US POWER SQUADRON 1990 (AMM)
 AG7580'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7579 ***********************************************************************
 AG7579  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7579  DESIGNATION -  872 6714 C TIDAL
 AG7579  PID         -  AG7579
 AG7579  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7579  COUNTRY     -  US
 AG7579  USGS QUAD   -  GANDY BRIDGE (2018)
 AG7579
 AG7579                         *CURRENT SURVEY CONTROL
 AG7579  ______________________________________________________________________
 AG7579* NAD 83(1986) POSITION- 27 58 02.     (N) 082 33 52.     (W)   SCALED
 AG7579* NAVD 88 ORTHO HEIGHT -     1.459 (meters)        4.79  (feet) ADJUSTED
 AG7579  ______________________________________________________________________
 AG7579  GEOID HEIGHT    -        -24.925 (meters)                     GEOID18
 AG7579  DYNAMIC HEIGHT  -          1.457 (meters)        4.78  (feet) COMP
 AG7579  MODELED GRAVITY -    979,188.8   (mgal)                       NAVD 88
 AG7579
 AG7579  VERT ORDER      -  SECOND    CLASS I
 AG7579
 AG7579.The horizontal coordinates were scaled from a map and have
 AG7579.an estimated accuracy of +/- 6 seconds.
 AG7579
 AG7579.The orthometric height was determined by differential leveling and
 AG7579.adjusted by the NATIONAL GEODETIC SURVEY
 AG7579.in June 1991.
 AG7579
 AG7579.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7579.GEOID18 height accuracy estimate available here.
 AG7579
 AG7579.This Tidal Bench Mark is designated as VM 7537
 AG7579.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7579
 AG7579.Click photographs - Photos may exist for this station.
 AG7579
 AG7579.The dynamic height is computed by dividing the NAVD 88
 AG7579.geopotential number by the normal gravity value computed on the
 AG7579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7579.degrees latitude (g = 980.6199 gals.).
 AG7579
 AG7579.The modeled gravity was interpolated from observed gravity values.
 AG7579
 AG7579;                    North         East    Units  Estimated Accuracy
 AG7579;SPC FL W     -   402,710.      144,470.      MT  (+/- 180 meters Scaled)
 AG7579
 AG7579_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL461945(NAD 83)
 AG7579
 AG7579                          SUPERSEDED SURVEY CONTROL
 AG7579
 AG7579  NGVD 29 (??/??/92)    1.727  (m)            5.67   (f) ADJ UNCH    2 1
 AG7579
 AG7579.Superseded values are not recommended for survey control.
 AG7579
 AG7579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7579.See file dsdata.pdf to determine how the superseded data were derived.
 AG7579
 AG7579_MARKER: DD = SURVEY DISK
 AG7579_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7579_SP_SET: SEAWALL
 AG7579_STAMPING: 6714 C 1976
 AG7579_MARK LOGO: NOS
 AG7579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7579+STABILITY: SURFACE MOTION
 AG7579
 AG7579  HISTORY     - Date     Condition        Report By
 AG7579  HISTORY     - 1976     MONUMENTED       NOS
 AG7579  HISTORY     - 1982     GOOD             FLDNR
 AG7579  HISTORY     - 20010211 MARK NOT FOUND   USPSQD
 AG7579
 AG7579                          STATION DESCRIPTION
 AG7579
 AG7579'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7579'1.10 MI WEST FROM TAMPA.
 AG7579'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60 AND EISENHOWER
 AG7579'BOULEVARD (STATE ROAD 589), GO 1.1 MILES WEST ON STATE HIGHWAY
 AG7579'60 TO THE MARK.  THE MARK IS NEAR THE ROCKY POINT BEACH RESORT, 47
 AG7579'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 200 FEET EAST OF THE
 AG7579'JUNCTION OF THE EAST/WEST SEAWALL WITH A NORTH/SOUTH SEAWALL, AND
 AG7579'0.8 FOOT NORTH OF THE SOUTH EDGE OF THE SEAWALL.
 AG7579'THE MARK IS 1 FT BELOW HIGHWAY.
 AG7579
 AG7579                          STATION RECOVERY (2001)
 AG7579
 AG7579'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7579'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7578 ***********************************************************************
 AG7578  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7578  DESIGNATION -  872 6714 E TIDAL
 AG7578  PID         -  AG7578
 AG7578  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7578  COUNTRY     -  US
 AG7578  USGS QUAD   -  GANDY BRIDGE (2018)
 AG7578
 AG7578                         *CURRENT SURVEY CONTROL
 AG7578  ______________________________________________________________________
 AG7578* NAD 83(1986) POSITION- 27 58 01.     (N) 082 33 47.     (W)   SCALED
 AG7578* NAVD 88 ORTHO HEIGHT -     1.235 (meters)        4.05  (feet) ADJUSTED
 AG7578  ______________________________________________________________________
 AG7578  GEOID HEIGHT    -        -24.925 (meters)                     GEOID18
 AG7578  DYNAMIC HEIGHT  -          1.233 (meters)        4.05  (feet) COMP
 AG7578  MODELED GRAVITY -    979,188.8   (mgal)                       NAVD 88
 AG7578
 AG7578  VERT ORDER      -  SECOND    CLASS I
 AG7578
 AG7578.The horizontal coordinates were scaled from a map and have
 AG7578.an estimated accuracy of +/- 6 seconds.
 AG7578
 AG7578.The orthometric height was determined by differential leveling and
 AG7578.adjusted by the NATIONAL GEODETIC SURVEY
 AG7578.in June 1991.
 AG7578
 AG7578.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7578.GEOID18 height accuracy estimate available here.
 AG7578
 AG7578.This Tidal Bench Mark is designated as VM 7538
 AG7578.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7578
 AG7578.Click photographs - Photos may exist for this station.
 AG7578
 AG7578.The dynamic height is computed by dividing the NAVD 88
 AG7578.geopotential number by the normal gravity value computed on the
 AG7578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7578.degrees latitude (g = 980.6199 gals.).
 AG7578
 AG7578.The modeled gravity was interpolated from observed gravity values.
 AG7578
 AG7578;                    North         East    Units  Estimated Accuracy
 AG7578;SPC FL W     -   402,670.      144,600.      MT  (+/- 180 meters Scaled)
 AG7578
 AG7578_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL462945(NAD 83)
 AG7578
 AG7578                          SUPERSEDED SURVEY CONTROL
 AG7578
 AG7578  NGVD 29 (??/??/92)    1.504  (m)            4.93   (f) ADJ UNCH    2 1
 AG7578
 AG7578.Superseded values are not recommended for survey control.
 AG7578
 AG7578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7578.See file dsdata.pdf to determine how the superseded data were derived.
 AG7578
 AG7578_MARKER: DD = SURVEY DISK
 AG7578_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7578_SP_SET: SEAWALL
 AG7578_STAMPING: 6714 E 1976
 AG7578_MARK LOGO: NOS
 AG7578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7578+STABILITY: SURFACE MOTION
 AG7578
 AG7578  HISTORY     - Date     Condition        Report By
 AG7578  HISTORY     - 1976     MONUMENTED       NOS
 AG7578  HISTORY     - 1982     GOOD             FLDNR
 AG7578  HISTORY     - 20010211 MARK NOT FOUND   USPSQD
 AG7578
 AG7578                          STATION DESCRIPTION
 AG7578
 AG7578'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7578'1.0 MI WEST FROM TAMPA.
 AG7578'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60 AND EISENHOWER
 AG7578'BOULEVARD (STATE ROAD 589), GO 1.0 MILE WEST ON STATE HIGHWAY 60
 AG7578'TO THE MARK.  THE MARK BEARS 47.5 FEET SOUTH OF THE CENTERLINE OF
 AG7578'THE HIGHWAY, 300 FEET EAST OF A SMALL BRIDGE, AND ABOUT 0.15 MILE
 AG7578'EAST OF THE ENTRANCE TO THE CAUSEWAY INN.
 AG7578'THE MARK IS 1 FT BELOW HIGHWAY.
 AG7578
 AG7578                          STATION RECOVERY (2001)
 AG7578
 AG7578'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7578'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7577 ***********************************************************************
 AG7577  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7577  DESIGNATION -  872 6714 F TIDAL
 AG7577  PID         -  AG7577
 AG7577  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7577  COUNTRY     -  US
 AG7577  USGS QUAD   -  GANDY BRIDGE (2018)
 AG7577
 AG7577                         *CURRENT SURVEY CONTROL
 AG7577  ______________________________________________________________________
 AG7577* NAD 83(1986) POSITION- 27 58 01.     (N) 082 33 41.     (W)   SCALED
 AG7577* NAVD 88 ORTHO HEIGHT -     1.403 (meters)        4.60  (feet) ADJUSTED
 AG7577  ______________________________________________________________________
 AG7577  GEOID HEIGHT    -        -24.927 (meters)                     GEOID18
 AG7577  DYNAMIC HEIGHT  -          1.401 (meters)        4.60  (feet) COMP
 AG7577  MODELED GRAVITY -    979,188.8   (mgal)                       NAVD 88
 AG7577
 AG7577  VERT ORDER      -  SECOND    CLASS I
 AG7577
 AG7577.The horizontal coordinates were scaled from a map and have
 AG7577.an estimated accuracy of +/- 6 seconds.
 AG7577
 AG7577.The orthometric height was determined by differential leveling and
 AG7577.adjusted by the NATIONAL GEODETIC SURVEY
 AG7577.in June 1991.
 AG7577
 AG7577.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7577.GEOID18 height accuracy estimate available here.
 AG7577
 AG7577.This Tidal Bench Mark is designated as VM 7539
 AG7577.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7577
 AG7577.Click photographs - Photos may exist for this station.
 AG7577
 AG7577.The dynamic height is computed by dividing the NAVD 88
 AG7577.geopotential number by the normal gravity value computed on the
 AG7577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7577.degrees latitude (g = 980.6199 gals.).
 AG7577
 AG7577.The modeled gravity was interpolated from observed gravity values.
 AG7577
 AG7577;                    North         East    Units  Estimated Accuracy
 AG7577;SPC FL W     -   402,670.      144,770.      MT  (+/- 180 meters Scaled)
 AG7577
 AG7577_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL464945(NAD 83)
 AG7577
 AG7577                          SUPERSEDED SURVEY CONTROL
 AG7577
 AG7577  NGVD 29 (??/??/92)    1.671  (m)            5.48   (f) ADJ UNCH    2 1
 AG7577
 AG7577.Superseded values are not recommended for survey control.
 AG7577
 AG7577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7577.See file dsdata.pdf to determine how the superseded data were derived.
 AG7577
 AG7577_MARKER: DB = BENCH MARK DISK
 AG7577_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7577_SP_SET: SEAWALL
 AG7577_STAMPING: 6714 F
 AG7577_MARK LOGO: FLDT
 AG7577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7577+STABILITY: SURFACE MOTION
 AG7577
 AG7577  HISTORY     - Date     Condition        Report By
 AG7577  HISTORY     - UNK      MONUMENTED       FLDT
 AG7577  HISTORY     - 1982     GOOD             FLDNR
 AG7577  HISTORY     - 20010211 MARK NOT FOUND   USPSQD
 AG7577
 AG7577                          STATION DESCRIPTION
 AG7577
 AG7577'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7577'0.9 MI WEST FROM TAMPA.
 AG7577'BEGIN AT THE INTERSECTION OF STATE HIGHWAY 60 AND EISENHOWER
 AG7577'BOULEVARD (STATE ROAD 589), GO 0.9 MILE WEST ON STATE HIGHWAY
 AG7577'60 TO THE MARK.  THE MARK BEARS 49 FEET SOUTH OF THE CENTERLINE OF
 AG7577'THE HIGHWAY, ABOUT 200 FEET EAST OF A SMALL BRIDGE, AND 0.8 FOOT
 AG7577'NORTH OF THE SOUTH EDGE OF THE SEAWALL.  THE MARK WAS STAMPED BY
 AG7577'FLDNR.
 AG7577'THE MARK IS 1 FT BELOW HIGHWAY.
 AG7577
 AG7577                          STATION RECOVERY (2001)
 AG7577
 AG7577'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7577'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1541 ***********************************************************************
 DM1541  DESIGNATION -  872 6714 H
 DM1541  PID         -  DM1541
 DM1541  STATE/COUNTY-  FL/HILLSBOROUGH
 DM1541  COUNTRY     -  US
 DM1541  USGS QUAD   -  GANDY BRIDGE (2018)
 DM1541
 DM1541                         *CURRENT SURVEY CONTROL
 DM1541  ______________________________________________________________________
 DM1541* NAD 83(1986) POSITION- 27 58 02.0    (N) 082 33 54.0    (W)   HD_HELD2
 DM1541* NAVD 88 ORTHO HEIGHT -     1.106 (meters)        3.63  (feet) ADJUSTED
 DM1541  ______________________________________________________________________
 DM1541  GEOID HEIGHT    -        -24.924 (meters)                     GEOID18
 DM1541  DYNAMIC HEIGHT  -          1.105 (meters)        3.63  (feet) COMP
 DM1541  MODELED GRAVITY -    979,188.7   (mgal)                       NAVD 88
 DM1541
 DM1541  VERT ORDER      -  SECOND    CLASS I
 DM1541
 DM1541.The horizontal coordinates were established by autonomous hand held GPS
 DM1541.observations and have an estimated accuracy of +/- 10 meters.
 DM1541
 DM1541.The orthometric height was determined by differential leveling and
 DM1541.adjusted by the NATIONAL GEODETIC SURVEY
 DM1541.in September 2010.
 DM1541
 DM1541.No vertical observational check was made to the station.
 DM1541
 DM1541.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1541.GEOID18 height accuracy estimate available here.
 DM1541
 DM1541.Click photographs - Photos may exist for this station.
 DM1541
 DM1541.The dynamic height is computed by dividing the NAVD 88
 DM1541.geopotential number by the normal gravity value computed on the
 DM1541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1541.degrees latitude (g = 980.6199 gals.).
 DM1541
 DM1541.The modeled gravity was interpolated from observed gravity values.
 DM1541
 DM1541;                    North         East    Units  Estimated Accuracy
 DM1541;SPC FL W     -   402,705.      144,411.      MT  (+/- 10 meters HH2 GPS)
 DM1541
 DM1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4606794557(NAD 83)
 DM1541
 DM1541                          SUPERSEDED SURVEY CONTROL
 DM1541
 DM1541.No superseded survey control is available for this station.
 DM1541
 DM1541_MARKER: DD = SURVEY DISK
 DM1541_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1541_SP_SET: SEAWALL
 DM1541_STAMPING: 6714 H 2008
 DM1541_MARK LOGO: FLDEP
 DM1541_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1541+STABILITY: SURFACE MOTION
 DM1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1541+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2018
 DM1541
 DM1541  HISTORY     - Date     Condition        Report By
 DM1541  HISTORY     - 20081017 MONUMENTED       FLDEP
 DM1541  HISTORY     - 20180308 GOOD             USACE
 DM1541
 DM1541                          STATION DESCRIPTION
 DM1541
 DM1541'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM1541'THE MARK IS AT ROCKY POINT, ABOUT 6.6 MI (10.6 KM) WEST-NORTHWEST OF
 DM1541'TAMPA, IN SECTION 13, TOWNSHIP 29 SOUTH, RANGE 17 EAST.
 DM1541'
 DM1541'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 589 (VETERANS
 DM1541'EXPRESSWAY) AND MEMORIAL HIGHWAY (COUNTRY ROAD 576) IN TAMPA, GO SOUTH
 DM1541'ON STATE ROAD 589 (VETERANS EXPRESSWAY) FOR 0.9 MI (1.4 KM) TO THE
 DM1541'JUNCTION OF STATE ROAD 60 (COURTNEY-CAMPBELL CAUSEWAY) ON THE RIGHT,
 DM1541'TURN RIGHT ON STATE ROAD 60 (COURTNEY-CAMPBELL CAUSEWAY) AND GO WEST
 DM1541'FOR 1.05 MI (1.7 KM) TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF
 DM1541'A CONCRETE SEAWALL ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF THE STATE
 DM1541'ROAD 60 (COURTNEY-CAMPBELL CAUSEWAY).
 DM1541'
 DM1541'LOCATED 275.0 FT (83.8 M) WEST OF A FLDEP SURVEY DISK 6714 J 2008,
 DM1541'54.5 FT (16.6 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 60
 DM1541'(COURTNEY-CAMPBELL CAUSEWAY) EASTBOUND LANES, 42.5 FT (13.0 M)
 DM1541'SOUTHEAST OF A METAL LIGHT POLE (WITH A SIGN THAT READS STATE ROAD 60
 DM1541'EAST 8.0) AND 18.7 FT (5.7 M) SOUTH OF A METAL GUARDRAIL.
 DM1541
 DM1541                          STATION RECOVERY (2018)
 DM1541
 DM1541'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2018 (AK)
 DM1541'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1540 ***********************************************************************
 DM1540  DESIGNATION -  872 6714 J
 DM1540  PID         -  DM1540
 DM1540  STATE/COUNTY-  FL/HILLSBOROUGH
 DM1540  COUNTRY     -  US
 DM1540  USGS QUAD   -  GANDY BRIDGE (2018)
 DM1540
 DM1540                         *CURRENT SURVEY CONTROL
 DM1540  ______________________________________________________________________
 DM1540* NAD 83(1986) POSITION- 27 58 02.0    (N) 082 33 50.9    (W)   HD_HELD2
 DM1540* NAVD 88 ORTHO HEIGHT -     1.109 (meters)        3.64  (feet) ADJUSTED
 DM1540  ______________________________________________________________________
 DM1540  GEOID HEIGHT    -        -24.925 (meters)                     GEOID18
 DM1540  DYNAMIC HEIGHT  -          1.107 (meters)        3.63  (feet) COMP
 DM1540  MODELED GRAVITY -    979,188.8   (mgal)                       NAVD 88
 DM1540
 DM1540  VERT ORDER      -  SECOND    CLASS I
 DM1540
 DM1540.The horizontal coordinates were established by autonomous hand held GPS
 DM1540.observations and have an estimated accuracy of +/- 10 meters.
 DM1540
 DM1540.The orthometric height was determined by differential leveling and
 DM1540.adjusted by the NATIONAL GEODETIC SURVEY
 DM1540.in September 2010.
 DM1540
 DM1540.No vertical observational check was made to the station.
 DM1540
 DM1540.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1540.GEOID18 height accuracy estimate available here.
 DM1540
 DM1540.Click photographs - Photos may exist for this station.
 DM1540
 DM1540.The dynamic height is computed by dividing the NAVD 88
 DM1540.geopotential number by the normal gravity value computed on the
 DM1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1540.degrees latitude (g = 980.6199 gals.).
 DM1540
 DM1540.The modeled gravity was interpolated from observed gravity values.
 DM1540
 DM1540;                    North         East    Units  Estimated Accuracy
 DM1540;SPC FL W     -   402,705.      144,496.      MT  (+/- 10 meters HH2 GPS)
 DM1540
 DM1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4615294556(NAD 83)
 DM1540
 DM1540                          SUPERSEDED SURVEY CONTROL
 DM1540
 DM1540.No superseded survey control is available for this station.
 DM1540
 DM1540_MARKER: DD = SURVEY DISK
 DM1540_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1540_SP_SET: SEAWALL
 DM1540_STAMPING: 6714 J 2008
 DM1540_MARK LOGO: FLDEP
 DM1540_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1540+STABILITY: SURFACE MOTION
 DM1540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1540+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2018
 DM1540
 DM1540  HISTORY     - Date     Condition        Report By
 DM1540  HISTORY     - 20081017 MONUMENTED       FLDEP
 DM1540  HISTORY     - 20180308 GOOD             USACE
 DM1540
 DM1540                          STATION DESCRIPTION
 DM1540
 DM1540'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM1540'THE MARK IS AT ROCKY POINT, ABOUT 6.6 MI (10.6 KM) WEST-NORTHWEST OF
 DM1540'TAMPA, IN SECTION 13, TOWNSHIP 29 SOUTH, RANGE 17 EAST.
 DM1540'
 DM1540'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 589 (VETERANS
 DM1540'EXPRESSWAY) AND MEMORIAL HIGHWAY (COUNTRY ROAD 576) IN TAMPA, GO SOUTH
 DM1540'ON STATE ROAD 589 (VETERANS EXPRESSWAY) FOR 0.9 MI (1.4 KM) TO THE
 DM1540'JUNCTION OF STATE ROAD 60 (COURTNEY-CAMPBELL CAUSEWAY) ON THE RIGHT.
 DM1540'TURN RIGHT ON STATE ROAD 60 (COURTNEY-CAMPBELL CAUSEWAY) AND GO WEST
 DM1540'FOR 1.0 MI (1.6 KM) TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A
 DM1540'CONCRETE SEAWALL ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF THE STATE
 DM1540'ROAD 60 (COURTNEY-CAMPBELL CAUSEWAY).
 DM1540'
 DM1540'LOCATED 288.0 FT (87.8 M) WEST OF A FLDEP SURVEY DISK 6714 K 2008,
 DM1540'275.0 FT (83.8 M) EAST OF A FLDEP SURVEY DISK 6714 H 2008, 57.1 FT
 DM1540'(17.4 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 60
 DM1540'(COURTNEY-CAMPBELL CAUSEWAY) EASTBOUND LANES AND 20.5 FT (6.2 M) SOUTH
 DM1540'OF A METAL GUARDRAIL.
 DM1540
 DM1540                          STATION RECOVERY (2018)
 DM1540
 DM1540'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2018 (AK)
 DM1540'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1539 ***********************************************************************
 DM1539  DESIGNATION -  872 6714 K
 DM1539  PID         -  DM1539
 DM1539  STATE/COUNTY-  FL/HILLSBOROUGH
 DM1539  COUNTRY     -  US
 DM1539  USGS QUAD   -  GANDY BRIDGE (2018)
 DM1539
 DM1539                         *CURRENT SURVEY CONTROL
 DM1539  ______________________________________________________________________
 DM1539* NAD 83(1986) POSITION- 27 58 01.9    (N) 082 33 47.7    (W)   HD_HELD2
 DM1539* NAVD 88 ORTHO HEIGHT -     1.091 (meters)        3.58  (feet) ADJUSTED
 DM1539  ______________________________________________________________________
 DM1539  GEOID HEIGHT    -        -24.926 (meters)                     GEOID18
 DM1539  DYNAMIC HEIGHT  -          1.089 (meters)        3.57  (feet) COMP
 DM1539  MODELED GRAVITY -    979,188.7   (mgal)                       NAVD 88
 DM1539
 DM1539  VERT ORDER      -  SECOND    CLASS I
 DM1539
 DM1539.The horizontal coordinates were established by autonomous hand held GPS
 DM1539.observations and have an estimated accuracy of +/- 10 meters.
 DM1539
 DM1539.The orthometric height was determined by differential leveling and
 DM1539.adjusted by the NATIONAL GEODETIC SURVEY
 DM1539.in September 2010.
 DM1539
 DM1539.No vertical observational check was made to the station.
 DM1539
 DM1539.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1539.GEOID18 height accuracy estimate available here.
 DM1539
 DM1539.Click photographs - Photos may exist for this station.
 DM1539
 DM1539.The dynamic height is computed by dividing the NAVD 88
 DM1539.geopotential number by the normal gravity value computed on the
 DM1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1539.degrees latitude (g = 980.6199 gals.).
 DM1539
 DM1539.The modeled gravity was interpolated from observed gravity values.
 DM1539
 DM1539;                    North         East    Units  Estimated Accuracy
 DM1539;SPC FL W     -   402,701.      144,584.      MT  (+/- 10 meters HH2 GPS)
 DM1539
 DM1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4624094552(NAD 83)
 DM1539
 DM1539                          SUPERSEDED SURVEY CONTROL
 DM1539
 DM1539.No superseded survey control is available for this station.
 DM1539
 DM1539_MARKER: DD = SURVEY DISK
 DM1539_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1539_SP_SET: SEAWALL
 DM1539_STAMPING: 6714 K 2008
 DM1539_MARK LOGO: FLDEP
 DM1539_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1539+STABILITY: SURFACE MOTION
 DM1539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1539+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2008
 DM1539
 DM1539  HISTORY     - Date     Condition        Report By
 DM1539  HISTORY     - 20081017 MONUMENTED       FLDEP
 DM1539
 DM1539                          STATION DESCRIPTION
 DM1539
 DM1539'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM1539'THE MARK IS AT ROCKY POINT, ABOUT 6.5 MI (10.5 KM) WEST-NORTHWEST OF
 DM1539'TAMPA, IN SECTION 13, TOWNSHIP 29 SOUTH, RANGE 17 EAST.
 DM1539'
 DM1539'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 589 (VETERANS
 DM1539'EXPRESSWAY) AND MEMORIAL HIGHWAY (COUNTRY ROAD 576) IN TAMPA, GO SOUTH
 DM1539'ON STATE ROAD 589 (VETERANS EXPRESSWAY) FOR 0.9 MI (1.4 KM) TO THE
 DM1539'JUNCTION OF STATE ROAD 60 (COURTNEY-CAMPBELL CAUSEWAY) ON THE RIGHT.
 DM1539'TURN RIGHT ON STATE ROAD 60 (COURTNEY-CAMPBELL CAUSEWAY) AND GO WEST
 DM1539'FOR 0.95 MI (1.5 KM) TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF
 DM1539'A CONCRETE SEAWALL ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF THE STATE
 DM1539'ROAD 60 (COURTNEY-CAMPBELL CAUSEWAY).
 DM1539'
 DM1539'LOCATED 288.0 FT (87.8 M) EAST OF A FLDEP SURVEY DISK 6714 J 2008,
 DM1539'243.9 FT (74.3 M) WEST OF A FLDEP SURVEY DISK 6714 L 2008, 58.6 FT
 DM1539'(17.9 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 60
 DM1539'(COURTNEY-CAMPBELL CAUSEWAY) EASTBOUND LANES, 25.5 FT (7.8 M) SOUTH OF
 DM1539'A METAL GUARDRAIL AND 21.5 FT (6.6 M) SOUTHEAST OF A GTE FIBER OPTIC
 DM1539'WARNING POST.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1538 ***********************************************************************
 DM1538  DESIGNATION -  872 6714 L
 DM1538  PID         -  DM1538
 DM1538  STATE/COUNTY-  FL/HILLSBOROUGH
 DM1538  COUNTRY     -  US
 DM1538  USGS QUAD   -  GANDY BRIDGE (2018)
 DM1538
 DM1538                         *CURRENT SURVEY CONTROL
 DM1538  ______________________________________________________________________
 DM1538* NAD 83(1986) POSITION- 27 58 01.9    (N) 082 33 44.9    (W)   HD_HELD2
 DM1538* NAVD 88 ORTHO HEIGHT -     1.097 (meters)        3.60  (feet) ADJUSTED
 DM1538  ______________________________________________________________________
 DM1538  GEOID HEIGHT    -        -24.926 (meters)                     GEOID18
 DM1538  DYNAMIC HEIGHT  -          1.095 (meters)        3.59  (feet) COMP
 DM1538  MODELED GRAVITY -    979,188.7   (mgal)                       NAVD 88
 DM1538
 DM1538  VERT ORDER      -  SECOND    CLASS I
 DM1538
 DM1538.The horizontal coordinates were established by autonomous hand held GPS
 DM1538.observations and have an estimated accuracy of +/- 10 meters.
 DM1538
 DM1538.The orthometric height was determined by differential leveling and
 DM1538.adjusted by the NATIONAL GEODETIC SURVEY
 DM1538.in September 2010.
 DM1538
 DM1538.No vertical observational check was made to the station.
 DM1538
 DM1538.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1538.GEOID18 height accuracy estimate available here.
 DM1538
 DM1538.Click photographs - Photos may exist for this station.
 DM1538
 DM1538.The dynamic height is computed by dividing the NAVD 88
 DM1538.geopotential number by the normal gravity value computed on the
 DM1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1538.degrees latitude (g = 980.6199 gals.).
 DM1538
 DM1538.The modeled gravity was interpolated from observed gravity values.
 DM1538
 DM1538;                    North         East    Units  Estimated Accuracy
 DM1538;SPC FL W     -   402,701.      144,660.      MT  (+/- 10 meters HH2 GPS)
 DM1538
 DM1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4631694551(NAD 83)
 DM1538
 DM1538                          SUPERSEDED SURVEY CONTROL
 DM1538
 DM1538.No superseded survey control is available for this station.
 DM1538
 DM1538_MARKER: DD = SURVEY DISK
 DM1538_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1538_SP_SET: SEAWALL
 DM1538_STAMPING: 6714 L 2008
 DM1538_MARK LOGO: FLDEP
 DM1538_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1538+STABILITY: SURFACE MOTION
 DM1538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1538+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2018
 DM1538
 DM1538  HISTORY     - Date     Condition        Report By
 DM1538  HISTORY     - 20081017 MONUMENTED       FLDEP
 DM1538  HISTORY     - 20180308 GOOD             USACE
 DM1538
 DM1538                          STATION DESCRIPTION
 DM1538
 DM1538'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM1538'THE MARK IS AT ROCKY POINT, ABOUT 6.5 MI (10.5 KM) WEST-NORTHWEST OF
 DM1538'TAMPA, IN SECTION 13, TOWNSHIP 29 SOUTH, RANGE 17 EAST.
 DM1538'
 DM1538'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 589 (VETERANS
 DM1538'EXPRESSWAY) AND MEMORIAL HIGHWAY (COUNTRY ROAD 576) IN TAMPA, GO SOUTH
 DM1538'ON STATE ROAD 589 (VETERANS EXPRESSWAY) FOR 0.9 MI (1.4 KM) TO THE
 DM1538'JUNCTION OF STATE ROAD 60 (COURTNEY-CAMPBELL CAUSEWAY) ON THE RIGHT.
 DM1538'TURN RIGHT ON STATE ROAD 60 (COURTNEY-CAMPBELL CAUSEWAY) AND GO WEST
 DM1538'FOR 0.9 MI (1.4 KM) TO THE MARK ON THE LEFT, SET FLUSH IN THE TOP OF A
 DM1538'CONCRETE SEAWALL ABOUT 2.0 FT (0.6 M) BELOW THE LEVEL OF STATE ROAD 60
 DM1538'(COURTNEY-CAMPBELL CAUSEWAY).
 DM1538'
 DM1538'LOCATED 243.9 FT (74.3 M) EAST OF A FLDEP SURVEY DISK 6714 K 2008,
 DM1538'57.3 FT (17.5 M) SOUTH OF THE APPROXIMATE CENTERLINE OF STATE ROAD 60
 DM1538'(COURTNEY-CAMPBELL CAUSEWAY) EASTBOUND LANES, 25.9 FT (7.9 M) SOUTH OF
 DM1538'A METAL GUARDRAIL, 7.8 FT (2.4 M) SOUTH OF THE SOUTHEAST CORNER OF A
 DM1538'CONCRETE PAD WITH A METAL SEWER PIPE AND 3.6 FT (1.1 M) WEST OF THE
 DM1538'EASTERNMOST CORNER OF A CONCRETE SEAWALL.
 DM1538
 DM1538                          STATION RECOVERY (2018)
 DM1538
 DM1538'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2018 (AK)
 DM1538'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1542 ***********************************************************************
 DM1542  DESIGNATION -  872 6714 M
 DM1542  PID         -  DM1542
 DM1542  STATE/COUNTY-  FL/HILLSBOROUGH
 DM1542  COUNTRY     -  US
 DM1542  USGS QUAD   -  GANDY BRIDGE (2018)
 DM1542
 DM1542                         *CURRENT SURVEY CONTROL
 DM1542  ______________________________________________________________________
 DM1542* NAD 83(1986) POSITION- 27 58 01.6    (N) 082 33 56.7    (W)   HD_HELD2
 DM1542* NAVD 88 ORTHO HEIGHT -     0.850 (meters)        2.79  (feet) ADJUSTED
 DM1542  ______________________________________________________________________
 DM1542  GEOID HEIGHT    -        -24.923 (meters)                     GEOID18
 DM1542  DYNAMIC HEIGHT  -          0.849 (meters)        2.79  (feet) COMP
 DM1542  MODELED GRAVITY -    979,188.7   (mgal)                       NAVD 88
 DM1542
 DM1542  VERT ORDER      -  SECOND    CLASS I
 DM1542
 DM1542.The horizontal coordinates were established by autonomous hand held GPS
 DM1542.observations and have an estimated accuracy of +/- 10 meters.
 DM1542
 DM1542.The orthometric height was determined by differential leveling and
 DM1542.adjusted by the NATIONAL GEODETIC SURVEY
 DM1542.in March 2026.
 DM1542
 DM1542.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1542.GEOID18 height accuracy estimate available here.
 DM1542
 DM1542.Click photographs - Photos may exist for this station.
 DM1542
 DM1542.The dynamic height is computed by dividing the NAVD 88
 DM1542.geopotential number by the normal gravity value computed on the
 DM1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1542.degrees latitude (g = 980.6199 gals.).
 DM1542
 DM1542.The modeled gravity was interpolated from observed gravity values.
 DM1542
 DM1542;                    North         East    Units  Estimated Accuracy
 DM1542;SPC FL W     -   402,693.      144,338.      MT  (+/- 10 meters HH2 GPS)
 DM1542
 DM1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4599394546(NAD 83)
 DM1542
 DM1542                          SUPERSEDED SURVEY CONTROL
 DM1542
 DM1542  NAVD 88 (09/22/10)    0.850  (m)            2.79   (f) SUPERSEDED  2 1
 DM1542
 DM1542.Superseded values are not recommended for survey control.
 DM1542
 DM1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1542.See file dsdata.pdf to determine how the superseded data were derived.
 DM1542
 DM1542_MARKER: F = FLANGE-ENCASED ROD
 DM1542_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DM1542_STAMPING: 6714 M 2008
 DM1542_MARK LOGO: NGS
 DM1542_PROJECTION: FLUSH
 DM1542_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DM1542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1542+SATELLITE: SATELLITE OBSERVATIONS - October 01, 2025
 DM1542_ROD/PIPE-DEPTH: 7.6 meters
 DM1542
 DM1542  HISTORY     - Date     Condition        Report By
 DM1542  HISTORY     - 20081017 MONUMENTED       FLDEP
 DM1542  HISTORY     - 20251001 GOOD             FLDEP
 DM1542
 DM1542                          STATION DESCRIPTION
 DM1542
 DM1542'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM1542'THE MARK IS AT ROCKY POINT, ABOUT 6.7 MI (10.8 KM) WEST-NORTHWEST OF
 DM1542'TAMPA, IN SECTION 13, TOWNSHIP 29 SOUTH, RANGE 17 EAST.
 DM1542'
 DM1542'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 589 (VETERANS
 DM1542'EXPRESSWAY) AND MEMORIAL HIGHWAY (COUNTRY ROAD 576) IN TAMPA, GO SOUTH
 DM1542'ON STATE ROAD 589 (VETERANS EXPRESSWAY) FOR 0.9 MI (1.4 KM) TO THE
 DM1542'JUNCTION OF STATE ROAD 60 (COURTNEY-CAMPBELL CAUSEWAY) ON THE RIGHT.
 DM1542'TURN RIGHT ON STATE ROAD 60 (COURTNEY-CAMPBELL CAUSEWAY) AND GO WEST
 DM1542'FOR 1.1 MI (1.8 KM) TO THE JUNCTION OF A PRIVATE DRIVEWAY TO LANDRYS
 DM1542'RESTAURANT ON THE LEFT AND THE MARK ON THE LEFT, A STAINLESS STEEL ROD
 DM1542'DRIVEN TO REFUSAL AT A DEPTH OF 25.0 FT (7.6 M) WITH AN NATIONAL
 DM1542'GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND AND ABOUT 2.0 FT (0.6
 DM1542'M) BELOW THE LEVEL OF STATE ROAD 60 (COURTNEY-CAMPBELL CAUSEWAY), THE
 DM1542'DATUM POINT IS RECESSED 0.4 FT (0.1 M) BELOW THE LEVEL OF THE NATIONAL
 DM1542'GEODETIC SURVEY LOGO CAP.
 DM1542'
 DM1542'LOCATED 101.0 FT (30.8 M) EAST OF THE NORTHEAST END OF A LANDRYS ON
 DM1542'THE BAY SIGN, 89.2 FT (27.2 M) SOUTH OF THE APPROXIMATE CENTERLINE OF
 DM1542'STATE ROAD 60 (COURTNEY-CAMPBELL CAUSEWAY) EASTBOUND LANES, 61.4 FT
 DM1542'(18.7 M) SOUTH OF THE NORTHEAST CORNER OF A CONCRETE MEDIAN CURB, 51.2
 DM1542'FT (15.6 M) NORTHEAST OF A METAL LIGHT POLE, 50.5 FT (15.4 M)
 DM1542'NORTHEAST OF A MANHOLE COVER AND 12.0 FT (3.7 M) SOUTHWEST OF A
 DM1542'CARSONITE WITNESS POST.
 DM1542'
 DM1542'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DM1542'CAP.
 DM1542'
 DM1542'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM1542'NATIONAL GEODETIC SURVEY LOGO CAP.
 DM1542
 DM1542                          STATION RECOVERY (2025)
 DM1542
 DM1542'RECOVERY NOTE BY FL DEPT OF ENV PRO 2025 (MAH)
 DM1542'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS4016 ***********************************************************************
 DS4016  DESIGNATION -  872 6714 N
 DS4016  PID         -  DS4016
 DS4016  STATE/COUNTY-  FL/HILLSBOROUGH
 DS4016  COUNTRY     -  US
 DS4016  USGS QUAD   -  GANDY BRIDGE (2018)
 DS4016
 DS4016                         *CURRENT SURVEY CONTROL
 DS4016  ______________________________________________________________________
 DS4016* NAD 83(1986) POSITION- 27 58 13.35   (N) 082 33 50.42   (W)   HD_HELD1
 DS4016* NAVD 88 ORTHO HEIGHT -     2.232 (meters)        7.32  (feet) ADJUSTED
 DS4016  ______________________________________________________________________
 DS4016  GEOID HEIGHT    -        -24.930 (meters)                     GEOID18
 DS4016  DYNAMIC HEIGHT  -          2.229 (meters)        7.31  (feet) COMP
 DS4016  MODELED GRAVITY -    979,189.0   (mgal)                       NAVD 88
 DS4016
 DS4016  VERT ORDER      -  SECOND    CLASS I
 DS4016
 DS4016.The horizontal coordinates were determined by differentially corrected
 DS4016.hand held GPS observations or other comparable positioning techniques
 DS4016.and have an estimated accuracy of +/- 3 meters.
 DS4016
 DS4016.The orthometric height was determined by differential leveling and
 DS4016.adjusted by the NATIONAL GEODETIC SURVEY
 DS4016.in March 2026.
 DS4016
 DS4016.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4016.GEOID18 height accuracy estimate available here.
 DS4016
 DS4016.Click photographs - Photos may exist for this station.
 DS4016
 DS4016.The dynamic height is computed by dividing the NAVD 88
 DS4016.geopotential number by the normal gravity value computed on the
 DS4016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS4016.degrees latitude (g = 980.6199 gals.).
 DS4016
 DS4016.The modeled gravity was interpolated from observed gravity values.
 DS4016
 DS4016;                    North         East    Units  Estimated Accuracy
 DS4016;SPC FL W     -   403,054.3     144,511.0     MT  (+/- 3 meters HH1 GPS) 
 DS4016
 DS4016_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4617094905(NAD 83)
 DS4016
 DS4016                          SUPERSEDED SURVEY CONTROL
 DS4016
 DS4016.No superseded survey control is available for this station.
 DS4016
 DS4016_MARKER: F = FLANGE-ENCASED ROD
 DS4016_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS4016_STAMPING: 6714 N 2025
 DS4016_MARK LOGO: FLDEP
 DS4016_PROJECTION: RECESSED 6 CENTIMETERS
 DS4016_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS4016_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS4016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4016+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2025
 DS4016_ROD/PIPE-DEPTH: 7.4 meters
 DS4016
 DS4016  HISTORY     - Date     Condition        Report By
 DS4016  HISTORY     - 20250924 MONUMENTED       FLDEP
 DS4016
 DS4016                          STATION DESCRIPTION
 DS4016
 DS4016'DESCRIBED BY FL DEPT OF ENV PRO 2025 (MAH)
 DS4016'THE MARK IS LOCATED ABOUT 7.6 MI (12.2 KM) SOUTHEAST OF OLDSMAR, 7.4
 DS4016'MI (11.9 KM) SOUTH OF CITRUS PARK AND 6.6 MI (10.6 KM) WEST-NORTHWEST
 DS4016'OF TAMPA.
 DS4016'
 DS4016'TO REACH OF FROM THE OVERPASS AT U.S. HIGHWAY 589 (EISENHOWER
 DS4016'BOULEVARD) AND U.S. HIGHWAY 60 (COURTNEY CAMPBELL CAUSEWAY) IN TAMPA,
 DS4016'GO WEST ON U.S. HIGHWAY 60 (COURTNEY CAMPBELL CAUSEWAY) FOR 1.3 MI
 DS4016'(2.1 KM) TO THE JUNCTION OF NORTH ROCKY POINT DRIVE ON THE LEFT.  TURN
 DS4016'LEFT ON NORTH ROCKY POINT DRIVE AND GO SOUTHWEST FOR 0.2 MI (0.3 KM)
 DS4016'TO THE JUNCTION OF BAY CLUB COURT ON THE RIGHT AND THE MARK ON THE
 DS4016'RIGHT.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 24.4 FT
 DS4016'(7.4 M), RECESSED 0.2 FT (6 CM) BELOW THE LEVEL OF THE GROUND AND 3.0
 DS4016'FT (0.9 M) ABOVE THE LEVEL WITH NORTH ROCKY POINT DRIVE.  THE DATUM
 DS4016'POINT IS RECESSED 0.4 FT (12 CM) BELOW THE LEVEL OF THE FLDEP LOGO
 DS4016'CAP.
 DS4016'
 DS4016'LOCATED 119.9 FT (36.5 M) SOUTHWEST OF THE ENTRANCE TO BAHAMA BREEZE
 DS4016'RESTAURANT, 64.8 FT (19.8 M) SOUTH-SOUTHWEST OF A CONCRETE LIGHT POLE
 DS4016'NUMBER 21789 4225, 57.2 FT (17.4 M) NORTH OF THE NORTHWEST CORNER OF
 DS4016'THE HOLIDAY INN EXPRESS PARKING LOT, 41.8 FT (12.7 M) EAST-SOUTHEAST
 DS4016'OF THE APPROXIMATE CENTERLINE OF NORTH ROCKY POINT DRIVE AND 7.8 FT
 DS4016'(2.4 M) SOUTH OF WOODEN POWER POLE NUMBER 168031 21889 42220 WITH A
 DS4016'CARSONITE WITNESS POST.
 DS4016'
 DS4016'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DS4016'LOGO CAP.
 DS4016'
 DS4016'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DS4017 ***********************************************************************
 DS4017  DESIGNATION -  872 6714 P
 DS4017  PID         -  DS4017
 DS4017  STATE/COUNTY-  FL/HILLSBOROUGH
 DS4017  COUNTRY     -  US
 DS4017  USGS QUAD   -  GANDY BRIDGE (2018)
 DS4017
 DS4017                         *CURRENT SURVEY CONTROL
 DS4017  ______________________________________________________________________
 DS4017* NAD 83(1986) POSITION- 27 57 48.31   (N) 082 34 13.02   (W)   HD_HELD1
 DS4017* NAVD 88 ORTHO HEIGHT -     1.311 (meters)        4.30  (feet) ADJUSTED
 DS4017  ______________________________________________________________________
 DS4017  GEOID HEIGHT    -        -24.913 (meters)                     GEOID18
 DS4017  DYNAMIC HEIGHT  -          1.309 (meters)        4.29  (feet) COMP
 DS4017  MODELED GRAVITY -    979,188.4   (mgal)                       NAVD 88
 DS4017
 DS4017  VERT ORDER      -  SECOND    CLASS I
 DS4017
 DS4017.The horizontal coordinates were determined by differentially corrected
 DS4017.hand held GPS observations or other comparable positioning techniques
 DS4017.and have an estimated accuracy of +/- 3 meters.
 DS4017
 DS4017.The orthometric height was determined by differential leveling and
 DS4017.adjusted by the NATIONAL GEODETIC SURVEY
 DS4017.in March 2026.
 DS4017
 DS4017.Significant digits in the geoid height do not necessarily reflect accuracy.
 DS4017.GEOID18 height accuracy estimate available here.
 DS4017
 DS4017.Click photographs - Photos may exist for this station.
 DS4017
 DS4017.The dynamic height is computed by dividing the NAVD 88
 DS4017.geopotential number by the normal gravity value computed on the
 DS4017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DS4017.degrees latitude (g = 980.6199 gals.).
 DS4017
 DS4017.The modeled gravity was interpolated from observed gravity values.
 DS4017
 DS4017;                    North         East    Units  Estimated Accuracy
 DS4017;SPC FL W     -   402,286.3     143,889.7     MT  (+/- 3 meters HH1 GPS) 
 DS4017
 DS4017_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4554294142(NAD 83)
 DS4017
 DS4017                          SUPERSEDED SURVEY CONTROL
 DS4017
 DS4017.No superseded survey control is available for this station.
 DS4017
 DS4017_MARKER: F = FLANGE-ENCASED ROD
 DS4017_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DS4017_STAMPING: 6714 P 2025
 DS4017_MARK LOGO: FLDEP
 DS4017_PROJECTION: RECESSED 3 CENTIMETERS
 DS4017_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DS4017_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DS4017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DS4017+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2025
 DS4017_ROD/PIPE-DEPTH: 5.4 meters
 DS4017
 DS4017  HISTORY     - Date     Condition        Report By
 DS4017  HISTORY     - 20250924 MONUMENTED       FLDEP
 DS4017
 DS4017                          STATION DESCRIPTION
 DS4017
 DS4017'DESCRIBED BY FL DEPT OF ENV PRO 2025 (MAH)
 DS4017'THE MARK IS ABOUT 7.6 MI (12.2 KM) SOUTHEAST OF OLDSMAR, 7.4 MI (11.9
 DS4017'KM) NORTH-NORTHWEST OF PORT TAMPA AND 6.9 MI (11.1 KM) WEST OF TAMPA.
 DS4017'
 DS4017'TO REACH OF FROM THE OVERPASS AT U.S. HIGHWAY 589 (EISENHOWER
 DS4017'BOULEVARD) AND U.S. HIGHWAY 60 (COURTNEY CAMPBELL CAUSEWAY) IN TAMPA,
 DS4017'GO WEST ON U.S. HIGHWAY 60 (COURTNEY CAMPBELL CAUSEWAY) FOR 1.3 MI
 DS4017'(2.1 KM) TO THE JUNCTION OF NORTH ROCKY POINT DRIVE ON THE LEFT.  TURN
 DS4017'LEFT ON NORTH ROCKY POINT DRIVE AND GO SOUTHWEST FOR 0.2 MI (0.3 KM)
 DS4017'TO THE JUNCTION OF BAY CLUB COURT ON THE RIGHT AND THE MARK ON THE
 DS4017'RIGHT.  A STAINLESS STEEL ROD DRIVEN TO REFUSAL AT A DEPTH OF 17.7 FT
 DS4017'(5.4 M), RECESSED 0.1 FT (3 CM) BELOW THE LEVEL OF THE GROUND AND 1.0
 DS4017'FT (0.3 M) ABOVE THE LEVEL WITH BAY CLUB COURT.  THE DATUM POINT IS
 DS4017'RECESSED 0.5 FT (15 CM) BELOW THE LEVEL OF THE FLDEP LOGO CAP.
 DS4017'
 DS4017'LOCATED 51.2 FT (15.6 M) NORTHWEST OF THE APPROXIMATE CENTERLINE OF
 DS4017'NORTH ROCKY POINT DRIVE, 38.3 FT (11.7 M) WEST-SOUTHWEST OF WOODEN
 DS4017'POWER POLE NUMBER 21588 41968, 15.3 FT (4.7 M) SOUTHWEST OF THE
 DS4017'APPROXIMATE CENTERLINE OF BAY CLUB COURT AND 15.2 FT (4.6 M) NORTHWEST
 DS4017'OF THE NORTHWEST END OF A SIGN FOR THE POINTE (BUSINESS CENTER PARKING
 DS4017'GARAGE.
 DS4017'
 DS4017'NOTE-ACCESS TO THE DATUM POINT IS HAD THROUGH A 6-INCH (15 CM) FLDEP
 DS4017'LOGO CAP.
 DS4017'
 DS4017'NOTE-A MAGNET WAS PLACED INSIDE OF THE FLDEP LOGO CAP.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7196 ***********************************************************************
 AG7196  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7196  DESIGNATION -  872 6724 A TIDAL
 AG7196  PID         -  AG7196
 AG7196  STATE/COUNTY-  FL/PINELLAS
 AG7196  COUNTRY     -  US
 AG7196  USGS QUAD   -  CLEARWATER (2018)
 AG7196
 AG7196                         *CURRENT SURVEY CONTROL
 AG7196  ______________________________________________________________________
 AG7196* NAD 83(1986) POSITION- 27 58 35.61   (N) 082 49 40.40   (W)   HD_HELD1
 AG7196* NAVD 88 ORTHO HEIGHT -     1.205 (meters)        3.95  (feet) ADJUSTED
 AG7196  ______________________________________________________________________
 AG7196  GEOID HEIGHT    -        -24.626 (meters)                     GEOID18
 AG7196  DYNAMIC HEIGHT  -          1.204 (meters)        3.95  (feet) COMP
 AG7196  MODELED GRAVITY -    979,189.7   (mgal)                       NAVD 88
 AG7196
 AG7196  VERT ORDER      -  FIRST     CLASS II
 AG7196
 AG7196.The horizontal coordinates were determined by differentially corrected
 AG7196.hand held GPS observations or other comparable positioning techniques
 AG7196.and have an estimated accuracy of +/- 3 meters.
 AG7196
 AG7196.The orthometric height was determined by differential leveling and
 AG7196.adjusted by the NATIONAL GEODETIC SURVEY
 AG7196.in June 1991.
 AG7196
 AG7196.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7196.GEOID18 height accuracy estimate available here.
 AG7196
 AG7196.This Tidal Bench Mark is designated as VM 745
 AG7196.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7196
 AG7196.Click photographs - Photos may exist for this station.
 AG7196
 AG7196.The dynamic height is computed by dividing the NAVD 88
 AG7196.geopotential number by the normal gravity value computed on the
 AG7196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7196.degrees latitude (g = 980.6199 gals.).
 AG7196
 AG7196.The modeled gravity was interpolated from observed gravity values.
 AG7196
 AG7196;                    North         East    Units  Estimated Accuracy
 AG7196;SPC FL W     -   403,887.4     118,552.9     MT  (+/- 3 meters HH1 GPS) 
 AG7196
 AG7196_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2022195951(NAD 83)
 AG7196
 AG7196                          SUPERSEDED SURVEY CONTROL
 AG7196
 AG7196  NGVD 29 (??/??/92)    1.468  (m)            4.82   (f) ADJ UNCH    1 2
 AG7196
 AG7196.Superseded values are not recommended for survey control.
 AG7196
 AG7196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7196.See file dsdata.pdf to determine how the superseded data were derived.
 AG7196
 AG7196_MARKER: DB = BENCH MARK DISK
 AG7196_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7196_SP_SET: SEAWALL
 AG7196_STAMPING: 6724 A 1978
 AG7196_MARK LOGO: NOS
 AG7196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7196+STABILITY: SURFACE MOTION
 AG7196
 AG7196  HISTORY     - Date     Condition        Report By
 AG7196  HISTORY     - 1978     MONUMENTED       NOS
 AG7196  HISTORY     - 1978     GOOD             NGS
 AG7196  HISTORY     - 1982     GOOD             FLDNR
 AG7196  HISTORY     - 1985     GOOD             USPSQD
 AG7196  HISTORY     - 19960206 GOOD             USPSQD
 AG7196  HISTORY     - 20220301 GOOD             USPSQD
 AG7196
 AG7196                          STATION DESCRIPTION
 AG7196
 AG7196'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AG7196'IN CLEARWATER BEACH.
 AG7196'SET FLUSH IN THE CONCRETE SEAWALL UNDER AN IRON GUARDRAIL , AT THE
 AG7196'NORTHWEST CORNER OF CLEARWATER MARINA HARBOR IN CLEARWATER BEACH,
 AG7196'12 FEET EAST OF THE EAST CURB OF GULFVIEW BOULEVARD, 7 FEET SOUTHEAST
 AG7196'OF A LARGE METAL POLE SUPPORTING CABLES TO SIGN, 3 FEET EAST OF THE
 AG7196'CORNER POST OF THE METAL GUARDRAIL, 6 FEET SOUTHEAST OF A METAL
 AG7196'PLATE, FLUSH WITH THE SIDEWALK READING WATER METER GULF FOUNDRY CO.,
 AG7196'0.1 MILE WEST OF CLEARWATER BEACH STATION POST OFFICE.
 AG7196'THE MARK IS 1 FT ABOVE BOULEVARD.
 AG7196
 AG7196                          STATION RECOVERY (1982)
 AG7196
 AG7196'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7196'RECOVERED IN GOOD CONDITION.
 AG7196
 AG7196                          STATION RECOVERY (1985)
 AG7196
 AG7196'RECOVERY NOTE BY US POWER SQUADRON 1985
 AG7196'RECOVERED IN GOOD CONDITION.
 AG7196
 AG7196                          STATION RECOVERY (1996)
 AG7196
 AG7196'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7196'RECOVERED IN GOOD CONDITION.
 AG7196
 AG7196                          STATION RECOVERY (2022)
 AG7196
 AG7196'RECOVERY NOTE BY US POWER SQUADRON 2022 (STH)
 AG7196'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7198 ***********************************************************************
 AG7198  DESIGNATION -  872 6724 C TIDAL C OF C
 AG7198  PID         -  AG7198
 AG7198  STATE/COUNTY-  FL/PINELLAS
 AG7198  COUNTRY     -  US
 AG7198  USGS QUAD   -  CLEARWATER (2018)
 AG7198
 AG7198                         *CURRENT SURVEY CONTROL
 AG7198  ______________________________________________________________________
 AG7198* NAD 83(1986) POSITION- 27 58 36.     (N) 082 49 42.     (W)   SCALED
 AG7198* NAVD 88 ORTHO HEIGHT -     1.651 (meters)        5.42  (feet) ADJUSTED
 AG7198  ______________________________________________________________________
 AG7198  GEOID HEIGHT    -        -24.625 (meters)                     GEOID18
 AG7198  DYNAMIC HEIGHT  -          1.648 (meters)        5.41  (feet) COMP
 AG7198  MODELED GRAVITY -    979,189.8   (mgal)                       NAVD 88
 AG7198
 AG7198  VERT ORDER      -  FIRST     CLASS II
 AG7198
 AG7198.The horizontal coordinates were scaled from a map and have
 AG7198.an estimated accuracy of +/- 6 seconds.
 AG7198
 AG7198.The orthometric height was determined by differential leveling and
 AG7198.adjusted by the NATIONAL GEODETIC SURVEY
 AG7198.in June 1991.
 AG7198
 AG7198.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7198.GEOID18 height accuracy estimate available here.
 AG7198
 AG7198.Click photographs - Photos may exist for this station.
 AG7198
 AG7198.The dynamic height is computed by dividing the NAVD 88
 AG7198.geopotential number by the normal gravity value computed on the
 AG7198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7198.degrees latitude (g = 980.6199 gals.).
 AG7198
 AG7198.The modeled gravity was interpolated from observed gravity values.
 AG7198
 AG7198;                    North         East    Units  Estimated Accuracy
 AG7198;SPC FL W     -   403,900.      118,510.      MT  (+/- 180 meters Scaled)
 AG7198
 AG7198_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL201959(NAD 83)
 AG7198
 AG7198                          SUPERSEDED SURVEY CONTROL
 AG7198
 AG7198  NGVD 29 (??/??/92)    1.913  (m)            6.28   (f) ADJ UNCH    1 2
 AG7198
 AG7198.Superseded values are not recommended for survey control.
 AG7198
 AG7198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7198.See file dsdata.pdf to determine how the superseded data were derived.
 AG7198
 AG7198_MARKER: DB = BENCH MARK DISK
 AG7198_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7198_SP_SET: SIDEWALK
 AG7198_MARK LOGO: FL0570
 AG7198_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7198
 AG7198  HISTORY     - Date     Condition        Report By
 AG7198  HISTORY     - UNK      MONUMENTED       FL0570
 AG7198  HISTORY     - 1978     GOOD             NGS
 AG7198  HISTORY     - 1982     GOOD             FLDNR
 AG7198  HISTORY     - 19870827 MARK NOT FOUND   USPSQD
 AG7198
 AG7198                          STATION DESCRIPTION
 AG7198
 AG7198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AG7198'IN CLEARWATER BEACH.
 AG7198'IN TOP OF THE SOUTHWEST END OF SIDEWALK, AT EAST END OF BEACH, 41 FEET
 AG7198'SOUTH OF POWER POLE NUMBER 6A-8475, 32.5 FEET WEST OF CENTERLINE OF
 AG7198'CORONADO DRIVE, 14 FEET SOUTH OF PARKING METER NUMBER 1089.
 AG7198'THIS MARK IS UNSTAMPED.
 AG7198
 AG7198                          STATION RECOVERY (1982)
 AG7198
 AG7198'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7198'RECOVERED IN GOOD CONDITION.
 AG7198
 AG7198                          STATION RECOVERY (1987)
 AG7198
 AG7198'RECOVERY NOTE BY US POWER SQUADRON 1987 (WRB)
 AG7198'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7194 ***********************************************************************
 AG7194  DESIGNATION -  872 6724 E TIDAL FLHD
 AG7194  PID         -  AG7194
 AG7194  STATE/COUNTY-  FL/PINELLAS
 AG7194  COUNTRY     -  US
 AG7194  USGS QUAD   -  CLEARWATER (2018)
 AG7194
 AG7194                         *CURRENT SURVEY CONTROL
 AG7194  ______________________________________________________________________
 AG7194* NAD 83(1986) POSITION- 27 58 38.     (N) 082 49 29.     (W)   SCALED
 AG7194* NAVD 88 ORTHO HEIGHT -     4.972 (meters)       16.31  (feet) ADJUSTED
 AG7194  ______________________________________________________________________
 AG7194  GEOID HEIGHT    -        -24.632 (meters)                     GEOID18
 AG7194  DYNAMIC HEIGHT  -          4.965 (meters)       16.29  (feet) COMP
 AG7194  MODELED GRAVITY -    979,189.7   (mgal)                       NAVD 88
 AG7194
 AG7194  VERT ORDER      -  FIRST     CLASS II
 AG7194
 AG7194.The horizontal coordinates were scaled from a map and have
 AG7194.an estimated accuracy of +/- 6 seconds.
 AG7194
 AG7194.The orthometric height was determined by differential leveling and
 AG7194.adjusted by the NATIONAL GEODETIC SURVEY
 AG7194.in June 1991.
 AG7194
 AG7194.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7194.GEOID18 height accuracy estimate available here.
 AG7194
 AG7194.Click photographs - Photos may exist for this station.
 AG7194
 AG7194.The dynamic height is computed by dividing the NAVD 88
 AG7194.geopotential number by the normal gravity value computed on the
 AG7194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7194.degrees latitude (g = 980.6199 gals.).
 AG7194
 AG7194.The modeled gravity was interpolated from observed gravity values.
 AG7194
 AG7194;                    North         East    Units  Estimated Accuracy
 AG7194;SPC FL W     -   403,960.      118,870.      MT  (+/- 180 meters Scaled)
 AG7194
 AG7194_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL205960(NAD 83)
 AG7194
 AG7194                          SUPERSEDED SURVEY CONTROL
 AG7194
 AG7194  NGVD 29 (??/??/92)    5.235  (m)           17.18   (f) ADJ UNCH    1 2
 AG7194
 AG7194.Superseded values are not recommended for survey control.
 AG7194
 AG7194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7194.See file dsdata.pdf to determine how the superseded data were derived.
 AG7194
 AG7194_MARKER: DD = SURVEY DISK
 AG7194_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7194_SP_SET: BRIDGE
 AG7194_MARK LOGO: FLHD
 AG7194_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7194
 AG7194  HISTORY     - Date     Condition        Report By
 AG7194  HISTORY     - UNK      MONUMENTED       FLHD
 AG7194  HISTORY     - 1978     GOOD             NGS
 AG7194  HISTORY     - 1982     GOOD             FLDNR
 AG7194
 AG7194                          STATION DESCRIPTION
 AG7194
 AG7194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978
 AG7194'IN CLEARWATER BEACH.  SET IN THE TOP OF THE SOUTHWEST END OF NEW
 AG7194'HIGHWAY BRIDGE OVER HARBOR, 20.8 FT (6.3 M) SOUTH OF THE CENTERLINE OF
 AG7194'HIGHWAY, BRIDGE NUMBER H-21-4.  THERE WAS NO STAMPING ON THE DISK.
 AG7194'THE MARK IS 2 FT (0.6 M) HIGHER THAN THE HIGHWAY.
 AG7194
 AG7194                          STATION RECOVERY (1982)
 AG7194
 AG7194'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG7194'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DQ1033 ***********************************************************************
 DQ1033  HT_MOD      -  This is a Height Modernization Survey Station.
 DQ1033  DESIGNATION -  872 6724 K
 DQ1033  PID         -  DQ1033
 DQ1033  STATE/COUNTY-  FL/PINELLAS
 DQ1033  COUNTRY     -  US
 DQ1033  USGS QUAD   -  CLEARWATER (2018)
 DQ1033
 DQ1033                         *CURRENT SURVEY CONTROL
 DQ1033  ______________________________________________________________________
 DQ1033* NAD 83(2011) POSITION- 27 58 35.89947(N) 082 49 36.07990(W)   ADJUSTED
 DQ1033* NAD 83(2011) ELLIP HT-   -23.454 (meters)        (10/28/19)   ADJUSTED
 DQ1033* NAD 83(2011) EPOCH   -  2010.00
 DQ1033* NAVD 88 ORTHO HEIGHT -     1.19  (meters)        3.9   (feet) GPS OBS
 DQ1033  ______________________________________________________________________
 DQ1033  NAVD 88 orthometric height was determined with geoid model    GEOID12B
 DQ1033  GEOID HEIGHT    -        -24.630 (meters)                     GEOID12B
 DQ1033  GEOID HEIGHT    -        -24.628 (meters)                     GEOID18
 DQ1033  NAD 83(2011) X  -    703,887.580 (meters)                     COMP
 DQ1033  NAD 83(2011) Y  - -5,592,793.857 (meters)                     COMP
 DQ1033  NAD 83(2011) Z  -  2,974,208.184 (meters)                     COMP
 DQ1033  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 DQ1033
 DQ1033  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DQ1033  Standards:
 DQ1033         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DQ1033            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DQ1033  -------------------------------------------------------------------
 DQ1033  NETWORK    1.00   2.14           0.40   0.42   1.09      0.06544010
 DQ1033  -------------------------------------------------------------------
 DQ1033  Click here for local accuracies and other accuracy information.
 DQ1033
 DQ1033.The horizontal coordinates were established by GPS observations
 DQ1033.and adjusted by the National Geodetic Survey in October 2019.
 DQ1033
 DQ1033.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DQ1033.been affixed to the stable North American tectonic plate. See 
 DQ1033.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 DQ1033
 DQ1033.The horizontal coordinates are valid at the epoch date displayed above
 DQ1033.which is a decimal equivalence of Year/Month/Day.
 DQ1033
 DQ1033.The orthometric height was determined by GPS observations and a
 DQ1033.high-resolution geoid model using precise GPS observation and
 DQ1033.processing techniques.
 DQ1033
 DQ1033.Significant digits in the geoid height do not necessarily reflect accuracy.
 DQ1033.GEOID18 height accuracy estimate available here.
 DQ1033
 DQ1033.Click photographs - Photos may exist for this station.
 DQ1033
 DQ1033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DQ1033
 DQ1033.The Laplace correction was computed from DEFLEC18 derived deflections.
 DQ1033
 DQ1033.The ellipsoidal height was determined by GPS observations
 DQ1033.and is referenced to NAD 83.
 DQ1033
 DQ1033. The following values were computed from the NAD 83(2011) position.
 DQ1033
 DQ1033;                    North         East     Units Scale Factor Converg.
 DQ1033;SPC FL W     -   403,895.513   118,671.003   MT  1.00002279   -0 23 16.2
 DQ1033;SPC FL W     - 1,325,113.86    389,339.78   sFT  1.00002279   -0 23 16.2
 DQ1033;UTM  17      - 3,095,958.333   320,339.460   MT  0.99999841   -0 51 25.7
 DQ1033
 DQ1033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DQ1033!SPC FL W     -   1.00000368  x   1.00002279  =   1.00002647
 DQ1033!UTM  17      -   1.00000368  x   0.99999841  =   1.00000209
 DQ1033
 DQ1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2033995958(NAD 83)
 DQ1033
 DQ1033                          SUPERSEDED SURVEY CONTROL
 DQ1033
 DQ1033.No superseded survey control is available for this station.
 DQ1033
 DQ1033_MARKER: DD = SURVEY DISK
 DQ1033_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DQ1033_SP_SET: BULKHEAD
 DQ1033_STAMPING: 6724 K 1978
 DQ1033_MARK LOGO: NOS
 DQ1033_MAGNETIC: N = NO MAGNETIC MATERIAL
 DQ1033_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DQ1033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DQ1033+SATELLITE: SATELLITE OBSERVATIONS - January 01, 1978
 DQ1033
 DQ1033  HISTORY     - Date     Condition        Report By
 DQ1033  HISTORY     - 19780101 MONUMENTED       NOS
 DQ1033
 DQ1033                          STATION DESCRIPTION
 DQ1033
 DQ1033'DESCRIBED BY NATIONAL OCEAN SERVICE 1978 (DBP)
 DQ1033'TO REACH FROM THE INTERSECTION OF FIRST STREET AND CORONADO DRIVE IN
 DQ1033'CLEARWATER BEACH FLORIDA, PROCEED NORTH ON CORONADO DRIVE FOR A
 DQ1033'DISTANCE OF 531 FT (161.8 M) TO A PARKING AREA TO YOUR RIGHT ALONG THE
 DQ1033'NORTH BULKHEAD OF THE BOAT BASIN.  HEAD EAST ALONG THE BULKHEAD 413 FT
 DQ1033'(125.9 M) TO THE BENCH MARK ON YOUR RIGHT.
 DQ1033'
 DQ1033'THE MARK IS LOCATED 1 FT (0.3 M) FROM THE EDGE OF A CONCRETE BULKHEAD
 DQ1033'WALL, 4 FT (1.2 M) NORTH OF A WOOD PILE AND 3 FT (0.9 M) NORTHWEST OF
 DQ1033'WATER HOSE BIB.
 DQ1033'
 DQ1033'THE MARK IS A BRASS NOS DISK SET IN THE TOP OF THE BULKHEAD WALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG9359 ***********************************************************************
 AG9359  HT_MOD      -  This is a Height Modernization Survey Station.
 AG9359  CBN         -  This is a Cooperative Base Network Control Station.
 AG9359  TIDAL BM    -  This is a Tidal Bench Mark.
 AG9359  DESIGNATION -  872 6724 N TIDAL
 AG9359  PID         -  AG9359
 AG9359  STATE/COUNTY-  FL/PINELLAS
 AG9359  COUNTRY     -  US
 AG9359  USGS QUAD   -  CLEARWATER (2018)
 AG9359
 AG9359                         *CURRENT SURVEY CONTROL
 AG9359  ______________________________________________________________________
 AG9359* NAD 83(2011) POSITION- 27 58 35.54069(N) 082 49 44.16394(W)   ADJUSTED
 AG9359* NAD 83(2011) ELLIP HT-   -22.945 (meters)        (06/27/12)   ADJUSTED
 AG9359* NAD 83(2011) EPOCH   -  2010.00
 AG9359* NAVD 88 ORTHO HEIGHT -     1.68  (meters)        5.5   (feet) GPS OBS
 AG9359  ______________________________________________________________________
 AG9359  NAVD 88 orthometric height was determined with geoid model    GEOID03
 AG9359  GEOID HEIGHT    -        -24.601 (meters)                     GEOID03
 AG9359  GEOID HEIGHT    -        -24.624 (meters)                     GEOID18
 AG9359  NAD 83(2011) X  -    703,669.087 (meters)                     COMP
 AG9359  NAD 83(2011) Y  - -5,592,827.026 (meters)                     COMP
 AG9359  NAD 83(2011) Z  -  2,974,198.669 (meters)                     COMP
 AG9359  LAPLACE CORR    -         -1.79  (seconds)                    DEFLEC18
 AG9359
 AG9359  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 AG9359  Standards:
 AG9359         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 AG9359            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 AG9359  -------------------------------------------------------------------
 AG9359  NETWORK    0.51   1.14           0.21   0.21   0.58     -0.02726445
 AG9359  -------------------------------------------------------------------
 AG9359  Click here for local accuracies and other accuracy information.
 AG9359
 AG9359.The horizontal coordinates were established by GPS observations
 AG9359.and adjusted by the National Geodetic Survey in June 2012.
 AG9359
 AG9359.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 AG9359.been affixed to the stable North American tectonic plate. See 
 AG9359.www.ngs.noaa.gov/web/surveys/NA2011 for more information. 
 AG9359
 AG9359.The horizontal coordinates are valid at the epoch date displayed above
 AG9359.which is a decimal equivalence of Year/Month/Day.
 AG9359
 AG9359.The orthometric height was determined by GPS observations and a
 AG9359.high-resolution geoid model using precise GPS observation and
 AG9359.processing techniques.
 AG9359
 AG9359.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG9359.GEOID18 height accuracy estimate available here.
 AG9359
 AG9359.This Tidal Bench Mark is designated as VM 748
 AG9359.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG9359
 AG9359.Click photographs - Photos may exist for this station.
 AG9359
 AG9359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AG9359
 AG9359.The Laplace correction was computed from DEFLEC18 derived deflections.
 AG9359
 AG9359.The ellipsoidal height was determined by GPS observations
 AG9359.and is referenced to NAD 83.
 AG9359
 AG9359. The following values were computed from the NAD 83(2011) position.
 AG9359
 AG9359;                    North         East     Units Scale Factor Converg.
 AG9359;SPC FL W     -   403,885.966   118,450.002   MT  1.00002323   -0 23 20.0
 AG9359;SPC FL W     - 1,325,082.54    388,614.71   sFT  1.00002323   -0 23 20.0
 AG9359;UTM  17      - 3,095,950.597   320,118.394   MT  0.99999939   -0 51 29.5
 AG9359
 AG9359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AG9359!SPC FL W     -   1.00000360  x   1.00002323  =   1.00002683
 AG9359!UTM  17      -   1.00000360  x   0.99999939  =   1.00000299
 AG9359
 AG9359_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL2011895950(NAD 83)
 AG9359
 AG9359                          SUPERSEDED SURVEY CONTROL
 AG9359
 AG9359  NAD 83(2007)-  27 58 35.54001(N)    082 49 44.16459(W) AD(2002.00) B
 AG9359  ELLIP H (06/10/09)  -22.965  (m)                       GP(2002.00) 4 1
 AG9359  NAD 83(2007)-  27 58 35.54112(N)    082 49 44.16455(W) AD(2002.00) 0
 AG9359  ELLIP H (02/10/07)  -22.928  (m)                       GP(2002.00)    
 AG9359  NAD 83(1999)-  27 58 35.54130(N)    082 49 44.16505(W) AD(       ) A
 AG9359  ELLIP H (04/12/01)  -22.930  (m)                       GP(       ) 4 1
 AG9359  NAD 83(1990)-  27 58 35.53934(N)    082 49 44.16473(W) AD(       ) B
 AG9359  ELLIP H (09/13/90)  -22.872  (m)                       GP(       ) 4 1
 AG9359  NAVD 88 (05/29/03)    1.7    (m)  UNKNOWN  model used  GPS OBS        
 AG9359  NAVD 88 (04/12/01)    1.6    (m)  GEOID99  model used  GPS OBS        
 AG9359  NAVD 88 (06/02/94)    1.6    (m)  GEOID93  model used  GPS OBS        
 AG9359  NGVD 29 (04/21/95)    1.9    (m)  UNKNOWN  model used  GPS OBS        
 AG9359  NGVD 29               2.14   (m)            7.0    (f) LEVELING    3  
 AG9359
 AG9359.Superseded values are not recommended for survey control.
 AG9359
 AG9359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG9359.See file dsdata.pdf to determine how the superseded data were derived.
 AG9359
 AG9359_MARKER: DD = SURVEY DISK
 AG9359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AG9359_STAMPING: 6724 N 1984
 AG9359_MARK LOGO: NOS
 AG9359_PROJECTION: RECESSED 15 CENTIMETERS
 AG9359_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 AG9359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG9359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG9359+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2006
 AG9359_ROD/PIPE-DEPTH: 12.5 meters
 AG9359
 AG9359  HISTORY     - Date     Condition        Report By
 AG9359  HISTORY     - 1984     MONUMENTED       NOS
 AG9359  HISTORY     - 1989     GOOD             NGS
 AG9359  HISTORY     - 19930204 GOOD             NOS
 AG9359  HISTORY     - 19990405 GOOD             FLDT
 AG9359  HISTORY     - 20050204 GOOD             POLASS
 AG9359  HISTORY     - 20061017 GOOD             FLDEP
 AG9359
 AG9359                          STATION DESCRIPTION
 AG9359
 AG9359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989
 AG9359'THE STATION IS LOCATED ABOUT 4.02 KM (2.50 MI) WEST OF CLEARWATER, AT
 AG9359'THE CLEARWATER BEACH, ON THE WEST SIDE OF A PARKING LOT AT BIG PIER
 AG9359'60, ABOUT 70 M (229.7 FT) SOUTH OF THE PIER.  OWNERSHIP--CITY OF
 AG9359'CLEARWATER.
 AG9359'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 19
 AG9359'ALTERNATE (FT HARRISON AVE) AND STATE ROAD 60 (CLEVELAND ST) ON THE
 AG9359'WEST SIDE OF CLEARWATER, GO NORTHWESTERLY FOR 3.15 KM (1.95 MI) ON
 AG9359'STATE ROD 60 TO MANDALAY AVE.  TURN LEFT AND GO SOUTH FOR 0.24 KM
 AG9359'(0.15 MI) ON MANDALAY AVE TO GULF VIEW BLVD.  TURN RIGHT AND GO WEST
 AG9359'FOR 0.17 KM (0.10 MI) ON GULF VIEW BLVD TO THE SOUTHWEST ENTRANCE TO A
 AG9359'PARKING LOT AT BIG PIER 60.  TURN RIGHT AND GO NORTH FOR 0.08 KM
 AG9359'(0.05 MI) ON THE WEST SIDE OF PARKING LOT TO THE STATION ON LEFT.
 AG9359'THE STATION IS RECESSED 18 CM BELOW GROUND.  LOCATED 30.57 M
 AG9359'(100.3 FT) NORTH-NORTHEAST FROM THE NORTHEAST CORNER OF THE CONCRETE
 AG9359'PAD FOR PUBLIC SHOWER, 25.45 M (83.5 FT) SOUTH FROM THE SOUTHWEST
 AG9359'CORNER OF CONCRETE PAD FOR PUBLIC SHOWER, 22.19 M (72.8 FT) SOUTH FROM
 AG9359'A CONCRETE LIGHT POLE, 16.09 M (52.8 FT) NORTH FROM A CONCRETE LIGHT
 AG9359'POLE AND 0.43 M (1.4 FT) WEST FROM THE WEST EDGE OF A CONCRETE
 AG9359'SIDEWALK.  NOTE--ROD DRIVEN TO REFUSAL.  ACCESS TO DISK IS HAD THROUGH
 AG9359'A 4-INCH PVC PIPE.
 AG9359'DESCRIBED BY D.F. CALLAHAN.
 AG9359
 AG9359                          STATION RECOVERY (1993)
 AG9359
 AG9359'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (ALG)
 AG9359'RECOVERED AS DESCRIBED.
 AG9359
 AG9359                          STATION RECOVERY (1999)
 AG9359
 AG9359'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 1999
 AG9359'RECOVERED AS DESCRIBED.
 AG9359
 AG9359                          STATION RECOVERY (2005)
 AG9359
 AG9359'RECOVERY NOTE BY POLARIS ASSOCIATES 2005 (TME)
 AG9359'EXCELLENT GPS STATION, BRING CASH FOR GATED PARKING LOT. MARKER IS
 AG9359'UNDISTURBED AND STABLE.  DATASHEET INCORRECTLY READS BAY COUNTY
 AG9359'FLORIDA.
 AG9359
 AG9359                          STATION RECOVERY (2006)
 AG9359
 AG9359'RECOVERY NOTE BY FL DEPT OF ENV PRO 2006 (JLM)
 AG9359'RECOVERED IN GOOD CONDITION WITH THESE ADDITION, ABOUT 290.0 FT NORTH
 AG9359'OF THE TICKET  BOOTH, 74.6 FT SOUTH OF METAL LIGHT POLE NUMBER P-60-4,
 AG9359'52.8 FT NORTH OF METAL LIGHT POLE  NUMBER P-60-5, 11.7 FT NORTH OF THE
 AG9359'NORTHEAST CORNER OF A CONCRETE PAD FOR A PUBLIC  SHOWER AND 1.0 FT
 AG9359'BELOW THE TOP OF THE SIDEWALK.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6374 ***********************************************************************
 AG6374  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6374  DESIGNATION -  872 6724 TIDAL 1
 AG6374  PID         -  AG6374
 AG6374  STATE/COUNTY-  FL/PINELLAS
 AG6374  COUNTRY     -  US
 AG6374  USGS QUAD   -  CLEARWATER (2018)
 AG6374
 AG6374                         *CURRENT SURVEY CONTROL
 AG6374  ______________________________________________________________________
 AG6374* NAD 83(1986) POSITION- 27 58 37.     (N) 082 49 43.     (W)   SCALED
 AG6374* NAVD 88 ORTHO HEIGHT -     1.963 (meters)        6.44  (feet) ADJUSTED
 AG6374  ______________________________________________________________________
 AG6374  GEOID HEIGHT    -        -24.625 (meters)                     GEOID18
 AG6374  DYNAMIC HEIGHT  -          1.960 (meters)        6.43  (feet) COMP
 AG6374  MODELED GRAVITY -    979,189.8   (mgal)                       NAVD 88
 AG6374
 AG6374  VERT ORDER      -  FIRST     CLASS II
 AG6374
 AG6374.The horizontal coordinates were scaled from a map and have
 AG6374.an estimated accuracy of +/- 6 seconds.
 AG6374
 AG6374.The orthometric height was determined by differential leveling and
 AG6374.adjusted by the NATIONAL GEODETIC SURVEY
 AG6374.in June 1991.
 AG6374
 AG6374.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6374.GEOID18 height accuracy estimate available here.
 AG6374
 AG6374.This Tidal Bench Mark is designated as VM 743
 AG6374.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6374
 AG6374.Click photographs - Photos may exist for this station.
 AG6374
 AG6374.The dynamic height is computed by dividing the NAVD 88
 AG6374.geopotential number by the normal gravity value computed on the
 AG6374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6374.degrees latitude (g = 980.6199 gals.).
 AG6374
 AG6374.The modeled gravity was interpolated from observed gravity values.
 AG6374
 AG6374;                    North         East    Units  Estimated Accuracy
 AG6374;SPC FL W     -   403,930.      118,480.      MT  (+/- 180 meters Scaled)
 AG6374
 AG6374_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL201959(NAD 83)
 AG6374
 AG6374                          SUPERSEDED SURVEY CONTROL
 AG6374
 AG6374  NGVD 29 (??/??/92)    2.226  (m)            7.30   (f) ADJ UNCH    1 2
 AG6374
 AG6374.Superseded values are not recommended for survey control.
 AG6374
 AG6374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6374.See file dsdata.pdf to determine how the superseded data were derived.
 AG6374
 AG6374_MARKER: DB = BENCH MARK DISK
 AG6374_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AG6374_SP_SET: CONCRETE BASE
 AG6374_STAMPING: 1, 1973
 AG6374_MARK LOGO: NOS
 AG6374
 AG6374  HISTORY     - Date     Condition        Report By
 AG6374  HISTORY     - UNK      MONUMENTED
 AG6374  HISTORY     - 1976     GOOD             NGS
 AG6374  HISTORY     - 1978     GOOD             NGS
 AG6374  HISTORY     - 1982     GOOD             FLDNR
 AG6374  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 AG6374
 AG6374                          STATION DESCRIPTION
 AG6374
 AG6374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6374'IN CLEARWATER BEACH.
 AG6374'AT THE HEAD OF BIG PIER 60, UNDER THE OBSERVATION TOWER, SET FLUSH IN
 AG6374'THE 12 FT. CONCRETE BASE WHICH SUPPORTS THE (4) 1 FT. SQUARE CONCRETE
 AG6374'PILLARS.  ABOUT 15 FT. SOUTH OF SOUTH RAIL OR PIER.  AOBUT 8 FT. EAST
 AG6374'OF A 4 IN. THICK CONCRETE RAIL PARALLEL TO THE BEACH, 1 FT. EAST OF
 AG6374'THE NORTHWEST PILLAR BETWEEN THE NORTHWEST AND NORTHEAST PILLARS.
 AG6374
 AG6374                          STATION RECOVERY (1978)
 AG6374
 AG6374'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978
 AG6374'SET IN THE TOP CENTER OF OLD OBSERVATION TOWER FOUNDATION, AT EAST
 AG6374'END OF PIER, 38 FEET NORTHWEST CORNER OF PARKING LOT, 15 FEET SOUTH
 AG6374'OF GUARDRAIL, 10 FEET EAST OF BEACH FENCE.
 AG6374
 AG6374                          STATION RECOVERY (1982)
 AG6374
 AG6374'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6374'RECOVERED IN GOOD CONDITION.
 AG6374
 AG6374                          STATION RECOVERY (1985)
 AG6374
 AG6374'RECOVERY NOTE BY US POWER SQUADRON 1985
 AG6374'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6375 ***********************************************************************
 AG6375  DESIGNATION -  872 6724 TIDAL BOLT FLDNR
 AG6375  PID         -  AG6375
 AG6375  STATE/COUNTY-  FL/PINELLAS
 AG6375  COUNTRY     -  US
 AG6375  USGS QUAD   -  CLEARWATER (2018)
 AG6375
 AG6375                         *CURRENT SURVEY CONTROL
 AG6375  ______________________________________________________________________
 AG6375* NAD 83(1986) POSITION- 27 58 38.     (N) 082 49 48.     (W)   SCALED
 AG6375* NAVD 88 ORTHO HEIGHT -     2.467 (meters)        8.09  (feet) ADJUSTED
 AG6375  ______________________________________________________________________
 AG6375  GEOID HEIGHT    -        -24.623 (meters)                     GEOID18
 AG6375  DYNAMIC HEIGHT  -          2.463 (meters)        8.08  (feet) COMP
 AG6375  MODELED GRAVITY -    979,189.8   (mgal)                       NAVD 88
 AG6375
 AG6375  VERT ORDER      -  SECOND    CLASS I
 AG6375
 AG6375.The horizontal coordinates were scaled from a map and have
 AG6375.an estimated accuracy of +/- 6 seconds.
 AG6375
 AG6375.The orthometric height was determined by differential leveling and
 AG6375.adjusted by the NATIONAL GEODETIC SURVEY
 AG6375.in June 1991.
 AG6375
 AG6375.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6375.GEOID18 height accuracy estimate available here.
 AG6375
 AG6375.Click photographs - Photos may exist for this station.
 AG6375
 AG6375.The dynamic height is computed by dividing the NAVD 88
 AG6375.geopotential number by the normal gravity value computed on the
 AG6375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6375.degrees latitude (g = 980.6199 gals.).
 AG6375
 AG6375.The modeled gravity was interpolated from observed gravity values.
 AG6375
 AG6375;                    North         East    Units  Estimated Accuracy
 AG6375;SPC FL W     -   403,960.      118,350.      MT  (+/- 180 meters Scaled)
 AG6375
 AG6375_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL200960(NAD 83)
 AG6375
 AG6375                          SUPERSEDED SURVEY CONTROL
 AG6375
 AG6375  NGVD 29 (??/??/92)    2.729  (m)            8.95   (f) ADJ UNCH    2 1
 AG6375
 AG6375.Superseded values are not recommended for survey control.
 AG6375
 AG6375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6375.See file dsdata.pdf to determine how the superseded data were derived.
 AG6375
 AG6375_MARKER: B = BOLT
 AG6375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG6375_SP_SET: PIER
 AG6375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG6375
 AG6375  HISTORY     - Date     Condition        Report By
 AG6375  HISTORY     - UNK      MONUMENTED       FLDNR
 AG6375  HISTORY     - 1976     GOOD             NGS
 AG6375
 AG6375                          STATION DESCRIPTION
 AG6375
 AG6375'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6375'IN CLEARWATER BEACH.
 AG6375'A 1/2 FT. IRON BOLT LOCATED ON LEFT SIDE OF TIDE BRACE THAT HOLDS THE
 AG6375'CLEARWATER BEACH TIDE GAGE SECURE TO THE PIER.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7733 ***********************************************************************
 AG7733  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7733  DESIGNATION -  872 6725 TIDAL 1
 AG7733  PID         -  AG7733
 AG7733  STATE/COUNTY-  FL/PINELLAS
 AG7733  COUNTRY     -  US
 AG7733  USGS QUAD   -  CLEARWATER (2018)
 AG7733
 AG7733                         *CURRENT SURVEY CONTROL
 AG7733  ______________________________________________________________________
 AG7733* NAD 83(1986) POSITION- 27 58 31.     (N) 082 47 59.     (W)   SCALED
 AG7733* NAVD 88 ORTHO HEIGHT -     1.315 (meters)        4.31  (feet) ADJUSTED
 AG7733  ______________________________________________________________________
 AG7733  GEOID HEIGHT    -        -24.666 (meters)                     GEOID18
 AG7733  DYNAMIC HEIGHT  -          1.313 (meters)        4.31  (feet) COMP
 AG7733  MODELED GRAVITY -    979,189.1   (mgal)                       NAVD 88
 AG7733
 AG7733  VERT ORDER      -  SECOND    CLASS I
 AG7733
 AG7733.The horizontal coordinates were scaled from a map and have
 AG7733.an estimated accuracy of +/- 6 seconds.
 AG7733
 AG7733.The orthometric height was determined by differential leveling and
 AG7733.adjusted by the NATIONAL GEODETIC SURVEY
 AG7733.in June 1991.
 AG7733
 AG7733.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7733.GEOID18 height accuracy estimate available here.
 AG7733
 AG7733.This Tidal Bench Mark is designated as VM 10697
 AG7733.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7733
 AG7733.Click photographs - Photos may exist for this station.
 AG7733
 AG7733.The dynamic height is computed by dividing the NAVD 88
 AG7733.geopotential number by the normal gravity value computed on the
 AG7733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7733.degrees latitude (g = 980.6199 gals.).
 AG7733
 AG7733.The modeled gravity was interpolated from observed gravity values.
 AG7733
 AG7733;                    North         East    Units  Estimated Accuracy
 AG7733;SPC FL W     -   403,730.      121,320.      MT  (+/- 180 meters Scaled)
 AG7733
 AG7733_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL229957(NAD 83)
 AG7733
 AG7733                          SUPERSEDED SURVEY CONTROL
 AG7733
 AG7733.No superseded survey control is available for this station.
 AG7733
 AG7733_MARKER: DD = SURVEY DISK
 AG7733_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7733_SP_SET: SEAWALL
 AG7733_STAMPING: NO 1 1975
 AG7733_MARK LOGO: NOS
 AG7733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7733+STABILITY: SURFACE MOTION
 AG7733
 AG7733  HISTORY     - Date     Condition        Report By
 AG7733  HISTORY     - 1975     MONUMENTED       NOS
 AG7733  HISTORY     - 1983     GOOD             FLDNR
 AG7733  HISTORY     - 19960205 GOOD             USPSQD
 AG7733  HISTORY     - 20220220 MARK NOT FOUND   GEOCAC
 AG7733
 AG7733                          STATION DESCRIPTION
 AG7733
 AG7733'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7733'IN CLEARWATER.
 AG7733'BEGIN AT THE COURTHOUSE IN CLEARWATER, GO 0.9 MILE NORTH ON U.S.
 AG7733'ALTERNATE 19 (FORT HARRISON AVENUE) TO SEMINOLE STREET, GO 0.1 MILE
 AG7733'WEST ON SEMINOLE STREET TO CLEARWATER BAY MARINE WAYS INCORPORATED AND
 AG7733'THE MARK.  THE MARK IS AT THE NORTHWEST CORNER OF THE BOAT BASIN, 4.5
 AG7733'FEET EAST OF THE NORTHWEST CORNER, AND 393 FEET WEST OF TIDAL BENCH
 AG7733'MARK NO 2 1975.
 AG7733
 AG7733                          STATION RECOVERY (1996)
 AG7733
 AG7733'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7733'RECOVERED IN GOOD CONDITION.
 AG7733
 AG7733                          STATION RECOVERY (2022)
 AG7733
 AG7733'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AG7733'THE SEAWALL HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7731 ***********************************************************************
 AG7731  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7731  DESIGNATION -  872 6725 TIDAL 2
 AG7731  PID         -  AG7731
 AG7731  STATE/COUNTY-  FL/PINELLAS
 AG7731  COUNTRY     -  US
 AG7731  USGS QUAD   -  CLEARWATER (2018)
 AG7731
 AG7731                         *CURRENT SURVEY CONTROL
 AG7731  ______________________________________________________________________
 AG7731* NAD 83(1986) POSITION- 27 58 31.     (N) 082 47 59.     (W)   SCALED
 AG7731* NAVD 88 ORTHO HEIGHT -     1.360 (meters)        4.46  (feet) ADJUSTED
 AG7731  ______________________________________________________________________
 AG7731  GEOID HEIGHT    -        -24.666 (meters)                     GEOID18
 AG7731  DYNAMIC HEIGHT  -          1.358 (meters)        4.46  (feet) COMP
 AG7731  MODELED GRAVITY -    979,189.1   (mgal)                       NAVD 88
 AG7731
 AG7731  VERT ORDER      -  SECOND    CLASS I
 AG7731
 AG7731.The horizontal coordinates were scaled from a map and have
 AG7731.an estimated accuracy of +/- 6 seconds.
 AG7731
 AG7731.The orthometric height was determined by differential leveling and
 AG7731.adjusted by the NATIONAL GEODETIC SURVEY
 AG7731.in June 1991.
 AG7731
 AG7731.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7731.GEOID18 height accuracy estimate available here.
 AG7731
 AG7731.This Tidal Bench Mark is designated as VM 10698
 AG7731.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7731
 AG7731.Click photographs - Photos may exist for this station.
 AG7731
 AG7731.The dynamic height is computed by dividing the NAVD 88
 AG7731.geopotential number by the normal gravity value computed on the
 AG7731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7731.degrees latitude (g = 980.6199 gals.).
 AG7731
 AG7731.The modeled gravity was interpolated from observed gravity values.
 AG7731
 AG7731;                    North         East    Units  Estimated Accuracy
 AG7731;SPC FL W     -   403,730.      121,320.      MT  (+/- 180 meters Scaled)
 AG7731
 AG7731_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL229957(NAD 83)
 AG7731
 AG7731                          SUPERSEDED SURVEY CONTROL
 AG7731
 AG7731.No superseded survey control is available for this station.
 AG7731
 AG7731_MARKER: DD = SURVEY DISK
 AG7731_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7731_SP_SET: SEAWALL
 AG7731_STAMPING: NO 2 1975
 AG7731_MARK LOGO: NOS
 AG7731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7731+STABILITY: SURFACE MOTION
 AG7731
 AG7731  HISTORY     - Date     Condition        Report By
 AG7731  HISTORY     - 1975     MONUMENTED       NOS
 AG7731  HISTORY     - 1983     GOOD             FLDNR
 AG7731  HISTORY     - 19960205 GOOD             USPSQD
 AG7731  HISTORY     - 20220220 MARK NOT FOUND   GEOCAC
 AG7731
 AG7731                          STATION DESCRIPTION
 AG7731
 AG7731'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7731'IN CLEARWATER.
 AG7731'BEGIN AT THE COURTHOUSE IN CLEARWATER, GO 0.9 MILE NORTH ON U.S.
 AG7731'ALTERNATE 19 (FORT HARRISON AVENUE) TO SEMINOLE STREET, GO 0.1 MILE
 AG7731'WEST ON SEMINOLE STREET TO CLEARWATER BAY MARINE WAYS INCORPORATED AND
 AG7731'THE MARK.  THE MARK IS SET IN THE TOP OF THE NORTH SEAWALL OF THE BOAT
 AG7731'BASIN, 397.5 FEET EAST OF THE NORTHWEST CORNER OF THE BOAT BASIN, 89
 AG7731'FEET NORTH OF THE BOAT HOIST TRACK RAIL, AND 393 FEET EAST OF TIDAL
 AG7731'BENCH MARK NO 1 1975.
 AG7731
 AG7731                          STATION RECOVERY (1996)
 AG7731
 AG7731'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7731'RECOVERED IN GOOD CONDITION.
 AG7731
 AG7731                          STATION RECOVERY (2022)
 AG7731
 AG7731'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AG7731'THE SEAWALL HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7732 ***********************************************************************
 AG7732  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7732  DESIGNATION -  872 6725 TIDAL 3
 AG7732  PID         -  AG7732
 AG7732  STATE/COUNTY-  FL/PINELLAS
 AG7732  COUNTRY     -  US
 AG7732  USGS QUAD   -  CLEARWATER (2018)
 AG7732
 AG7732                         *CURRENT SURVEY CONTROL
 AG7732  ______________________________________________________________________
 AG7732* NAD 83(1986) POSITION- 27 58 31.     (N) 082 47 59.     (W)   SCALED
 AG7732* NAVD 88 ORTHO HEIGHT -     1.628 (meters)        5.34  (feet) ADJUSTED
 AG7732  ______________________________________________________________________
 AG7732  GEOID HEIGHT    -        -24.666 (meters)                     GEOID18
 AG7732  DYNAMIC HEIGHT  -          1.625 (meters)        5.33  (feet) COMP
 AG7732  MODELED GRAVITY -    979,189.1   (mgal)                       NAVD 88
 AG7732
 AG7732  VERT ORDER      -  SECOND    CLASS I
 AG7732
 AG7732.The horizontal coordinates were scaled from a map and have
 AG7732.an estimated accuracy of +/- 6 seconds.
 AG7732
 AG7732.The orthometric height was determined by differential leveling and
 AG7732.adjusted by the NATIONAL GEODETIC SURVEY
 AG7732.in June 1991.
 AG7732
 AG7732.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7732.GEOID18 height accuracy estimate available here.
 AG7732
 AG7732.This Tidal Bench Mark is designated as VM 10699
 AG7732.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7732
 AG7732.Click photographs - Photos may exist for this station.
 AG7732
 AG7732.The dynamic height is computed by dividing the NAVD 88
 AG7732.geopotential number by the normal gravity value computed on the
 AG7732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7732.degrees latitude (g = 980.6199 gals.).
 AG7732
 AG7732.The modeled gravity was interpolated from observed gravity values.
 AG7732
 AG7732;                    North         East    Units  Estimated Accuracy
 AG7732;SPC FL W     -   403,730.      121,320.      MT  (+/- 180 meters Scaled)
 AG7732
 AG7732_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL229957(NAD 83)
 AG7732
 AG7732                          SUPERSEDED SURVEY CONTROL
 AG7732
 AG7732.No superseded survey control is available for this station.
 AG7732
 AG7732_MARKER: DD = SURVEY DISK
 AG7732_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7732_SP_SET: SEAWALL
 AG7732_STAMPING: NO 3 1975
 AG7732_MARK LOGO: NOS
 AG7732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7732+STABILITY: SURFACE MOTION
 AG7732
 AG7732  HISTORY     - Date     Condition        Report By
 AG7732  HISTORY     - 1975     MONUMENTED       NOS
 AG7732  HISTORY     - 1983     GOOD             FLDNR
 AG7732  HISTORY     - 19960205 GOOD             USPSQD
 AG7732  HISTORY     - 20220220 MARK NOT FOUND   GEOCAC
 AG7732
 AG7732                          STATION DESCRIPTION
 AG7732
 AG7732'DESCRIBED BY FL DEPT OF NAT RES 1983
 AG7732'IN CLEARWATER.
 AG7732'BEGIN AT THE COURTHOUSE IN CLEARWATER, GO 0.9 MILE NORTH ON U.S.
 AG7732'ALTERNATE 19 (FORT HARRISON AVENUE) TO SEMINOLE STREET, GO 0.1 MILE
 AG7732'WEST ON SEMINOLE STREET TO CLEARWATER BAY MARINE WAYS INCORPORATED AND
 AG7732'THE MARK.  THE MARK IS SET ON THE SEAWALL ON THE NORTH OUTSIDE EDGE OF
 AG7732'THE BOAT BASIN PROPERTY, 99 FEET EAST OF A LIGHT POLE, AND 2 FEET WEST
 AG7732'OF THE WEST END OF A CHAIN-LINK FENCE.
 AG7732
 AG7732                          STATION RECOVERY (1996)
 AG7732
 AG7732'RECOVERY NOTE BY US POWER SQUADRON 1996
 AG7732'RECOVERED IN GOOD CONDITION.
 AG7732
 AG7732                          STATION RECOVERY (2022)
 AG7732
 AG7732'RECOVERY NOTE BY GEOCACHING 2022 (RLM)
 AG7732'THE SEAWALL HAS BEEN REPLACED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7586 ***********************************************************************
 AG7586  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7586  DESIGNATION -  872 6727 A
 AG7586  PID         -  AG7586
 AG7586  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7586  COUNTRY     -  US
 AG7586  USGS QUAD   -  GANDY BRIDGE (2018)
 AG7586
 AG7586                         *CURRENT SURVEY CONTROL
 AG7586  ______________________________________________________________________
 AG7586* NAD 83(1986) POSITION- 27 58 40.7    (N) 082 33 38.5    (W)   HD_HELD2
 AG7586* NAVD 88 ORTHO HEIGHT -     1.159 (meters)        3.80  (feet) ADJUSTED
 AG7586  ______________________________________________________________________
 AG7586  GEOID HEIGHT    -        -24.945 (meters)                     GEOID18
 AG7586  DYNAMIC HEIGHT  -          1.157 (meters)        3.80  (feet) COMP
 AG7586  MODELED GRAVITY -    979,189.6   (mgal)                       NAVD 88
 AG7586
 AG7586  VERT ORDER      -  SECOND    CLASS I
 AG7586
 AG7586.The horizontal coordinates were established by autonomous hand held GPS
 AG7586.observations and have an estimated accuracy of +/- 10 meters.
 AG7586
 AG7586.The orthometric height was determined by differential leveling and
 AG7586.adjusted by the NATIONAL GEODETIC SURVEY
 AG7586.in September 2010.
 AG7586
 AG7586.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7586.GEOID18 height accuracy estimate available here.
 AG7586
 AG7586.This Tidal Bench Mark is designated as VM 7540
 AG7586.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7586
 AG7586.Click photographs - Photos may exist for this station.
 AG7586
 AG7586.The dynamic height is computed by dividing the NAVD 88
 AG7586.geopotential number by the normal gravity value computed on the
 AG7586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7586.degrees latitude (g = 980.6199 gals.).
 AG7586
 AG7586.The modeled gravity was interpolated from observed gravity values.
 AG7586
 AG7586;                    North         East    Units  Estimated Accuracy
 AG7586;SPC FL W     -   403,895.      144,841.      MT  (+/- 10 meters HH2 GPS)
 AG7586
 AG7586_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4650695743(NAD 83)
 AG7586
 AG7586                          SUPERSEDED SURVEY CONTROL
 AG7586
 AG7586  NAVD 88 (06/15/91)    1.170  (m)            3.84   (f) SUPERSEDED  2 1
 AG7586  NGVD 29 (??/??/92)    1.439  (m)            4.72   (f) ADJ UNCH    2 1
 AG7586
 AG7586.Superseded values are not recommended for survey control.
 AG7586
 AG7586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7586.See file dsdata.pdf to determine how the superseded data were derived.
 AG7586
 AG7586_MARKER: DD = SURVEY DISK
 AG7586_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7586_SP_SET: SEAWALL
 AG7586_STAMPING: 6727 A 1976
 AG7586_MARK LOGO: NOS
 AG7586_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7586+STABILITY: SURFACE MOTION
 AG7586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7586+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 AG7586
 AG7586  HISTORY     - Date     Condition        Report By
 AG7586  HISTORY     - 1976     MONUMENTED       NOS
 AG7586  HISTORY     - 1982     GOOD             FLDNR
 AG7586  HISTORY     - 1989     GOOD             USPSQD
 AG7586  HISTORY     - 20010211 GOOD             USPSQD
 AG7586  HISTORY     - 20020805 GOOD             USPSQD
 AG7586  HISTORY     - 20060716 GOOD             USPSQD
 AG7586  HISTORY     - 20081013 GOOD             FLDEP
 AG7586
 AG7586                          STATION DESCRIPTION
 AG7586
 AG7586'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7586'IN TAMPA.
 AG7586'BEGIN AT THE INTERSECTION OF EISENHOWER BOULEVARD (STATE ROAD 589)
 AG7586'AND STATE HIGHWAY 60, GO 1.0 MILE NORTH ON EISENHOWER BOULEVARD TO
 AG7586'THE JUNCTION OF DANA SHORES DRIVE, GO 1.05 MILES WEST AND NORTH
 AG7586'TO THE GINGER COVE APARTMENT COMPLEX AND THE MARK VICINITY.
 AG7586'THE MARK IS AT THE SOUTHWEST CORNER OF THE APARTMENT COMPLEX, 15
 AG7586'FEET NORTH OF THE CENTERLINE OF THE BOAT RAMP, 1.3 FEET NORTH OF
 AG7586'THE SOUTH END OF THE SEAWALL, AND 68.6 FEET NORTHWEST OF TIDAL
 AG7586'BENCH MARK 6727 B 1976.
 AG7586'THE MARK IS 3 FT ABOVE BOAT RAMP.
 AG7586
 AG7586                          STATION RECOVERY (1989)
 AG7586
 AG7586'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7586'RECOVERED IN GOOD CONDITION.
 AG7586
 AG7586                          STATION RECOVERY (2001)
 AG7586
 AG7586'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7586'BEGIN AT INTERSECTION OF EISENHOWER BOULEVARD(STATE ROAD 589) AND
 AG7586'MEMORIAL HIGHWAY, GO .85 MILES WEST ON MEMORIAL BOULEVARD TO
 AG7586'SWEETWATER COVE APARTMENTS AND THE MARK VICINITY.THE BALANCE OF 1982
 AG7586'DESCRIPTION IS CORRECT.
 AG7586
 AG7586                          STATION RECOVERY (2002)
 AG7586
 AG7586'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH)
 AG7586'RECOVERED IN GOOD CONDITION.
 AG7586
 AG7586                          STATION RECOVERY (2006)
 AG7586
 AG7586'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAH)
 AG7586'RECOVERED IN GOOD CONDITION.
 AG7586
 AG7586                          STATION RECOVERY (2008)
 AG7586
 AG7586'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7586'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7585 ***********************************************************************
 AG7585  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7585  DESIGNATION -  872 6727 B
 AG7585  PID         -  AG7585
 AG7585  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7585  COUNTRY     -  US
 AG7585  USGS QUAD   -  GANDY BRIDGE (2018)
 AG7585
 AG7585                         *CURRENT SURVEY CONTROL
 AG7585  ______________________________________________________________________
 AG7585* NAD 83(1986) POSITION- 27 58 40.4    (N) 082 33 37.8    (W)   HD_HELD2
 AG7585* NAVD 88 ORTHO HEIGHT -     1.162 (meters)        3.81  (feet) ADJUSTED
 AG7585  ______________________________________________________________________
 AG7585  GEOID HEIGHT    -        -24.945 (meters)                     GEOID18
 AG7585  DYNAMIC HEIGHT  -          1.160 (meters)        3.81  (feet) COMP
 AG7585  MODELED GRAVITY -    979,189.6   (mgal)                       NAVD 88
 AG7585
 AG7585  VERT ORDER      -  SECOND    CLASS I
 AG7585
 AG7585.The horizontal coordinates were established by autonomous hand held GPS
 AG7585.observations and have an estimated accuracy of +/- 10 meters.
 AG7585
 AG7585.The orthometric height was determined by differential leveling and
 AG7585.adjusted by the NATIONAL GEODETIC SURVEY
 AG7585.in June 1991.
 AG7585
 AG7585.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7585.GEOID18 height accuracy estimate available here.
 AG7585
 AG7585.This Tidal Bench Mark is designated as VM 7541
 AG7585.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7585
 AG7585.Click photographs - Photos may exist for this station.
 AG7585
 AG7585.The dynamic height is computed by dividing the NAVD 88
 AG7585.geopotential number by the normal gravity value computed on the
 AG7585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7585.degrees latitude (g = 980.6199 gals.).
 AG7585
 AG7585.The modeled gravity was interpolated from observed gravity values.
 AG7585
 AG7585;                    North         East    Units  Estimated Accuracy
 AG7585;SPC FL W     -   403,885.      144,860.      MT  (+/- 10 meters HH2 GPS)
 AG7585
 AG7585_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4652595733(NAD 83)
 AG7585
 AG7585                          SUPERSEDED SURVEY CONTROL
 AG7585
 AG7585  NGVD 29 (??/??/92)    1.430  (m)            4.69   (f) ADJ UNCH    2 1
 AG7585
 AG7585.Superseded values are not recommended for survey control.
 AG7585
 AG7585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7585.See file dsdata.pdf to determine how the superseded data were derived.
 AG7585
 AG7585_MARKER: DD = SURVEY DISK
 AG7585_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7585_SP_SET: SEAWALL
 AG7585_STAMPING: 6727 B 1976
 AG7585_MARK LOGO: NOS
 AG7585_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7585+STABILITY: SURFACE MOTION
 AG7585_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7585+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 AG7585
 AG7585  HISTORY     - Date     Condition        Report By
 AG7585  HISTORY     - 1976     MONUMENTED       NOS
 AG7585  HISTORY     - 1982     GOOD             FLDNR
 AG7585  HISTORY     - 1989     GOOD             USPSQD
 AG7585  HISTORY     - 20010211 GOOD             USPSQD
 AG7585  HISTORY     - 20020805 GOOD             USPSQD
 AG7585  HISTORY     - 20060716 GOOD             USPSQD
 AG7585  HISTORY     - 20081013 GOOD             FLDEP
 AG7585
 AG7585                          STATION DESCRIPTION
 AG7585
 AG7585'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7585'IN TAMPA.
 AG7585'BEGIN AT THE INTERSECTION OF EISENHOWER BOULEVARD (STATE ROAD 589)
 AG7585'AND STATE HIGHWAY 60, GO 1.0 MILE NORTH ON EISENHOWER BOULEVARD TO
 AG7585'THE JUNCTION OF DANA SHORES DRIVE, GO 1.05 MILES WEST AND NORTH
 AG7585'TO THE GINGER COVE APARTMENT COMPLEX AND THE MARK VICINITY.
 AG7585'THE MARK IS AT THE SOUTHWEST CORNER OF THE APARTMENT COMPLEX NEAR
 AG7585'THE BOAT RAMP, 34.5 FEET SOUTH OF THE CENTERLINE OF THE DRIVE TO
 AG7585'THE BOAT RAMP, 71 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 AG7585'APARTMENT LEASING OFFICE AND CLUBHOUSE, 31 FEET WEST OF A FENCE,
 AG7585'43 FEET EAST OF THE WEST END OF THE SEAWALL, AND 68.6 FEET
 AG7585'SOUTHEAST OF TIDAL BENCH MARK 6727 A 1976.
 AG7585
 AG7585                          STATION RECOVERY (1989)
 AG7585
 AG7585'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7585'RECOVERED IN GOOD CONDITION.
 AG7585
 AG7585                          STATION RECOVERY (2001)
 AG7585
 AG7585'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7585'BEGIN AT INTERSECTION OF EISENHOWER BOULEVARD(STATE ROAD 589) AND
 AG7585'MEMORIAL HIGHWAY, GO .85 MILES WEST ON MEMORIAL BOULEVARD TO
 AG7585'SWEETWATER COVE APARTMENTS AND THE MARK VICINITY.THE BALANCE OF 1982
 AG7585'DESCRIPTION IS CORRECT.
 AG7585
 AG7585                          STATION RECOVERY (2002)
 AG7585
 AG7585'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH)
 AG7585'RECOVERED IN GOOD CONDITION.
 AG7585
 AG7585                          STATION RECOVERY (2006)
 AG7585
 AG7585'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAH)
 AG7585'RECOVERED IN GOOD CONDITION.
 AG7585
 AG7585                          STATION RECOVERY (2008)
 AG7585
 AG7585'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7585'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7582 ***********************************************************************
 AG7582  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7582  DESIGNATION -  872 6727 C
 AG7582  PID         -  AG7582
 AG7582  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7582  COUNTRY     -  US
 AG7582  USGS QUAD   -  GANDY BRIDGE (2018)
 AG7582
 AG7582                         *CURRENT SURVEY CONTROL
 AG7582  ______________________________________________________________________
 AG7582* NAD 83(1986) POSITION- 27 58 42.73   (N) 082 33 32.03   (W)   HD_HELD1
 AG7582* NAVD 88 ORTHO HEIGHT -     1.373 (meters)        4.50  (feet) ADJUSTED
 AG7582  ______________________________________________________________________
 AG7582  GEOID HEIGHT    -        -24.947 (meters)                     GEOID18
 AG7582  DYNAMIC HEIGHT  -          1.371 (meters)        4.50  (feet) COMP
 AG7582  MODELED GRAVITY -    979,189.6   (mgal)                       NAVD 88
 AG7582
 AG7582  VERT ORDER      -  SECOND    CLASS I
 AG7582
 AG7582.The horizontal coordinates were determined by differentially corrected
 AG7582.hand held GPS observations or other comparable positioning techniques
 AG7582.and have an estimated accuracy of +/- 3 meters.
 AG7582
 AG7582.The orthometric height was determined by differential leveling and
 AG7582.adjusted by the NATIONAL GEODETIC SURVEY
 AG7582.in March 2026.
 AG7582
 AG7582.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7582.GEOID18 height accuracy estimate available here.
 AG7582
 AG7582.This Tidal Bench Mark is designated as VM 7542
 AG7582.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7582
 AG7582.Click photographs - Photos may exist for this station.
 AG7582
 AG7582.The dynamic height is computed by dividing the NAVD 88
 AG7582.geopotential number by the normal gravity value computed on the
 AG7582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7582.degrees latitude (g = 980.6199 gals.).
 AG7582
 AG7582.The modeled gravity was interpolated from observed gravity values.
 AG7582
 AG7582;                    North         East    Units  Estimated Accuracy
 AG7582;SPC FL W     -   403,956.3     145,017.7     MT  (+/- 3 meters HH1 GPS) 
 AG7582
 AG7582_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4668495803(NAD 83)
 AG7582
 AG7582                          SUPERSEDED SURVEY CONTROL
 AG7582
 AG7582  NAVD 88 (09/22/10)    1.376  (m)            4.51   (f) SUPERSEDED  2 1
 AG7582  NAVD 88 (06/15/91)    1.382  (m)            4.53   (f) SUPERSEDED  2 1
 AG7582  NGVD 29 (??/??/92)    1.650  (m)            5.41   (f) ADJ UNCH    2 1
 AG7582
 AG7582.Superseded values are not recommended for survey control.
 AG7582
 AG7582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7582.See file dsdata.pdf to determine how the superseded data were derived.
 AG7582
 AG7582_MARKER: DD = SURVEY DISK
 AG7582_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AG7582_SP_SET: DROP INLET
 AG7582_STAMPING: 6727 C 1976
 AG7582_MARK LOGO: NOS
 AG7582_MAGNETIC: N = NO MAGNETIC MATERIAL
 AG7582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG7582+STABILITY: SURFACE MOTION
 AG7582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7582+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2025
 AG7582
 AG7582  HISTORY     - Date     Condition        Report By
 AG7582  HISTORY     - 1976     MONUMENTED       NOS
 AG7582  HISTORY     - 1982     GOOD             FLDNR
 AG7582  HISTORY     - 1989     GOOD             USPSQD
 AG7582  HISTORY     - 20010211 GOOD             USPSQD
 AG7582  HISTORY     - 20020805 GOOD             USPSQD
 AG7582  HISTORY     - 20040307 GOOD             USPSQD
 AG7582  HISTORY     - 20050118 GOOD             POLASS
 AG7582  HISTORY     - 20060716 GOOD             USPSQD
 AG7582  HISTORY     - 20081013 GOOD             FLDEP
 AG7582  HISTORY     - 20090619 GOOD             FL-057
 AG7582  HISTORY     - 20150707 GOOD             USPSQD
 AG7582  HISTORY     - 20250212 GOOD             FLDEP
 AG7582
 AG7582                          STATION DESCRIPTION
 AG7582
 AG7582'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7582'IN TAMPA.
 AG7582'BEGIN AT THE INTERSECTION OF EISENHOWER BOULEVARD (STATE ROAD 589)
 AG7582'AND STATE HIGHWAY 60, GO 1.0 MILE NORTH ON EISENHOWER BOULEVARD TO
 AG7582'THE JUNCTION OF DANA SHORES DRIVE, GO 1.05 MILES WEST AND NORTH TO
 AG7582'THE GINGER COVE APARTMENT COMPLEX AND THE MARK VICINITY.  THE MARK
 AG7582'BEARS 36 FEET EAST OF THE SOUTHEAST CORNER OF THE CHAIN-LINK FENCE
 AG7582'AT THE SOUTH EDGE OF THE APARTMENT COMPLEX, 28 FEET WEST OF THE
 AG7582'CENTERLINE OF DANA SHORES DRIVE, 105.5 FEET NORTHWEST OF TIDAL BENCH
 AG7582'MARK 6727 E 1976, AND IS IN THE SOUTHEAST CORNER OF THE CULVERT.
 AG7582'THE MARK IS 2 FT BELOW ROAD.
 AG7582
 AG7582                          STATION RECOVERY (1989)
 AG7582
 AG7582'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7582'RECOVERED IN GOOD CONDITION.
 AG7582
 AG7582                          STATION RECOVERY (2001)
 AG7582
 AG7582'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7582'BEGIN AT INTERSECTION OF EISENHOWER BOULEVARD(STATE ROAD 589) AND
 AG7582'MEMORIAL HIGHWAY, GOB .8 MILES WEST ON MEMORIAL BOULEVARD TO
 AG7582'INTERSECTION OF MEMORIAL HWY AND DANA SHORE DRIVE. GO .25 MILE SOUTH
 AG7582'TO MARK VICINITY.THE BALANCE OF 1982 DESCRIPTION IS CORRECT.
 AG7582
 AG7582                          STATION RECOVERY (2002)
 AG7582
 AG7582'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH)
 AG7582'RECOVERED IN GOOD CONDITION.
 AG7582
 AG7582                          STATION RECOVERY (2004)
 AG7582
 AG7582'RECOVERY NOTE BY US POWER SQUADRON 2004 (AMM)
 AG7582'RECOVERED IN GOOD CONDITION.
 AG7582
 AG7582                          STATION RECOVERY (2005)
 AG7582
 AG7582'RECOVERY NOTE BY POLARIS ASSOCIATES 2005
 AG7582'MONUMENT UNDISTURBED, NO SUBSIDENCE OF GRATE INLET OBSERVED.
 AG7582
 AG7582                          STATION RECOVERY (2006)
 AG7582
 AG7582'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAH)
 AG7582'RECOVERED IN GOOD CONDITION.
 AG7582
 AG7582                          STATION RECOVERY (2008)
 AG7582
 AG7582'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7582'RECOVERED AS DESCRIBED.
 AG7582
 AG7582                          STATION RECOVERY (2009)
 AG7582
 AG7582'RECOVERY NOTE BY HILLSBOROUGH COUNTY FLORIDA 2009 (JG)
 AG7582'RECOVERED IN GOOD CONDITION.
 AG7582
 AG7582                          STATION RECOVERY (2015)
 AG7582
 AG7582'RECOVERY NOTE BY US POWER SQUADRON 2015 (RH)
 AG7582'THE MARK IS IN THE SOUTHWEST CORNER OF THE CULVERT, 10.5 FT (3.2 M)
 AG7582'WEST OF THE WEST EDGE OF SIDEWALK, GRATE INLET HAS BEEN REPLACED SINCE
 AG7582'2005 OBSERVATION.
 AG7582
 AG7582                          STATION RECOVERY (2025)
 AG7582
 AG7582'RECOVERY NOTE BY FL DEPT OF ENV PRO 2025 (MAH)
 AG7582'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7583 ***********************************************************************
 AG7583  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7583  DESIGNATION -  872 6727 E
 AG7583  PID         -  AG7583
 AG7583  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7583  COUNTRY     -  US
 AG7583  USGS QUAD   -  GANDY BRIDGE (2018)
 AG7583
 AG7583                         *CURRENT SURVEY CONTROL
 AG7583  ______________________________________________________________________
 AG7583* NAD 83(1986) POSITION- 27 58 39.     (N) 082 33 31.     (W)   SCALED
 AG7583* NAVD 88 ORTHO HEIGHT -     1.570 (meters)        5.15  (feet) ADJUSTED
 AG7583  ______________________________________________________________________
 AG7583  GEOID HEIGHT    -        -24.946 (meters)                     GEOID18
 AG7583  DYNAMIC HEIGHT  -          1.567 (meters)        5.14  (feet) COMP
 AG7583  MODELED GRAVITY -    979,189.6   (mgal)                       NAVD 88
 AG7583
 AG7583  VERT ORDER      -  SECOND    CLASS I
 AG7583
 AG7583.The horizontal coordinates were scaled from a map and have
 AG7583.an estimated accuracy of +/- 6 seconds.
 AG7583
 AG7583.The orthometric height was determined by differential leveling and
 AG7583.adjusted by the NATIONAL GEODETIC SURVEY
 AG7583.in June 1991.
 AG7583
 AG7583.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7583.GEOID18 height accuracy estimate available here.
 AG7583
 AG7583.This Tidal Bench Mark is designated as VM 7543
 AG7583.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7583
 AG7583.Click photographs - Photos may exist for this station.
 AG7583
 AG7583.The dynamic height is computed by dividing the NAVD 88
 AG7583.geopotential number by the normal gravity value computed on the
 AG7583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7583.degrees latitude (g = 980.6199 gals.).
 AG7583
 AG7583.The modeled gravity was interpolated from observed gravity values.
 AG7583
 AG7583;                    North         East    Units  Estimated Accuracy
 AG7583;SPC FL W     -   403,840.      145,050.      MT  (+/- 180 meters Scaled)
 AG7583
 AG7583_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL467956(NAD 83)
 AG7583
 AG7583                          SUPERSEDED SURVEY CONTROL
 AG7583
 AG7583  NGVD 29 (??/??/92)    1.838  (m)            6.03   (f) ADJ UNCH    2 1
 AG7583
 AG7583.Superseded values are not recommended for survey control.
 AG7583
 AG7583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7583.See file dsdata.pdf to determine how the superseded data were derived.
 AG7583
 AG7583_MARKER: DD = SURVEY DISK
 AG7583_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7583_STAMPING: 6727 E 1976
 AG7583_MARK LOGO: NOS
 AG7583_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7583_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7583
 AG7583  HISTORY     - Date     Condition        Report By
 AG7583  HISTORY     - 1976     MONUMENTED       NOS
 AG7583  HISTORY     - 1982     GOOD             FLDNR
 AG7583  HISTORY     - 20010211 MARK NOT FOUND   USPSQD
 AG7583  HISTORY     - 20081013 MARK NOT FOUND   FLDEP
 AG7583
 AG7583                          STATION DESCRIPTION
 AG7583
 AG7583'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7583'IN TAMPA.
 AG7583'BEGIN AT THE INTERSECTION OF EISENHOWER BOULEVARD (STATE ROAD 589)
 AG7583'AND STATE HIGHWAY 60, GO 1.0 MILE NORTH ON EISENHOWER BOULEVARD
 AG7583'TO THE JUNCTION OF DANA SHORES DRIVE, GO 1.05 MILES WEST AND NORTH
 AG7583'TO THE GINGER COVE APARTMENT COMPLEX AND THE MARK VICINITY.  THE
 AG7583'MARK IS ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF THE APARTMENT
 AG7583'COMPLEX, 27 FEET EAST OF THE CENTERLINE OF DANA SHORES DRIVE, 1
 AG7583'FOOT NORTH OF TELEPHONE POLE 5201, AND 105.5 FEET SOUTHEAST OF
 AG7583'TIDAL BENCH MARK 6727 C 1976.  THE MARK IS SET ATOP OF A COPPER-CLAD
 AG7583'STEEL ROD DRIVEN TO REFUSAL.
 AG7583'THE MARK IS ABOVE LEVEL WITH ROAD.
 AG7583
 AG7583                          STATION RECOVERY (2001)
 AG7583
 AG7583'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7583'BEGIN AT INTERSECTION OF EISENHOWER BOULEVARD(STATE ROAD 589) AND
 AG7583'MEMORIAL HIGHWAY, GOB .8 MILES WEST ON MEMORIAL BOULEVARD TO
 AG7583'INTERSECTION OF MEMORIAL HWY AND DANA SHORE DRIVE. GO .25 MILE SOUTH
 AG7583'ON DANA SHORE DRIVE TO MARK VICINITY.THE BALANCE OF 1982 DESCRIPTION
 AG7583'IS CORRECT.LOCATED COPPER CLAD STEEL ROD 1 FOOT NORTH OF POLE 5201.
 AG7583'DISK NOT ATTACHED. ROD BENT.
 AG7583'
 AG7583
 AG7583                          STATION RECOVERY (2008)
 AG7583
 AG7583'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7583'NOT RECOVERED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7584 ***********************************************************************
 AG7584  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7584  DESIGNATION -  872 6727 F
 AG7584  PID         -  AG7584
 AG7584  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7584  COUNTRY     -  US
 AG7584  USGS QUAD   -  GANDY BRIDGE (2018)
 AG7584
 AG7584                         *CURRENT SURVEY CONTROL
 AG7584  ______________________________________________________________________
 AG7584* NAD 83(1986) POSITION- 27 58 42.5    (N) 082 33 35.3    (W)   HD_HELD2
 AG7584* NAVD 88 ORTHO HEIGHT -     1.545 (meters)        5.07  (feet) ADJUSTED
 AG7584  ______________________________________________________________________
 AG7584  GEOID HEIGHT    -        -24.946 (meters)                     GEOID18
 AG7584  DYNAMIC HEIGHT  -          1.543 (meters)        5.06  (feet) COMP
 AG7584  MODELED GRAVITY -    979,189.6   (mgal)                       NAVD 88
 AG7584
 AG7584  VERT ORDER      -  SECOND    CLASS I
 AG7584
 AG7584.The horizontal coordinates were established by autonomous hand held GPS
 AG7584.observations and have an estimated accuracy of +/- 10 meters.
 AG7584
 AG7584.The orthometric height was determined by differential leveling and
 AG7584.adjusted by the NATIONAL GEODETIC SURVEY
 AG7584.in September 2010.
 AG7584
 AG7584.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7584.GEOID18 height accuracy estimate available here.
 AG7584
 AG7584.This Tidal Bench Mark is designated as VM 7544
 AG7584.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7584
 AG7584.Click photographs - Photos may exist for this station.
 AG7584
 AG7584.The dynamic height is computed by dividing the NAVD 88
 AG7584.geopotential number by the normal gravity value computed on the
 AG7584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7584.degrees latitude (g = 980.6199 gals.).
 AG7584
 AG7584.The modeled gravity was interpolated from observed gravity values.
 AG7584
 AG7584;                    North         East    Units  Estimated Accuracy
 AG7584;SPC FL W     -   403,950.      144,928.      MT  (+/- 10 meters HH2 GPS)
 AG7584
 AG7584_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4659495797(NAD 83)
 AG7584
 AG7584                          SUPERSEDED SURVEY CONTROL
 AG7584
 AG7584  NAVD 88 (06/15/91)    1.544  (m)            5.07   (f) SUPERSEDED  2 1
 AG7584  NGVD 29 (??/??/92)    1.812  (m)            5.94   (f) ADJ UNCH    2 1
 AG7584
 AG7584.Superseded values are not recommended for survey control.
 AG7584
 AG7584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7584.See file dsdata.pdf to determine how the superseded data were derived.
 AG7584
 AG7584_MARKER: DD = SURVEY DISK
 AG7584_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7584_STAMPING: 6727 F 1976
 AG7584_MARK LOGO: NOS
 AG7584_PROJECTION: RECESSED 25 CENTIMETERS
 AG7584_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7584_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AG7584+SATELLITE: SATELLITE OBSERVATIONS - October 13, 2008
 AG7584_ROD/PIPE-DEPTH: 12.2 meters
 AG7584
 AG7584  HISTORY     - Date     Condition        Report By
 AG7584  HISTORY     - 1976     MONUMENTED       NOS
 AG7584  HISTORY     - 1982     GOOD             FLDNR
 AG7584  HISTORY     - 20010211 GOOD             USPSQD
 AG7584  HISTORY     - 20020805 GOOD             USPSQD
 AG7584  HISTORY     - 20060716 GOOD             USPSQD
 AG7584  HISTORY     - 20081013 GOOD             FLDEP
 AG7584
 AG7584                          STATION DESCRIPTION
 AG7584
 AG7584'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7584'IN TAMPA.
 AG7584'BEGIN AT THE INTERSECTION OF EISENHOWER BOULEVARD (STATE ROAD 589)
 AG7584'AND STATE HIGHWAY 60, GO 1.0 MILE NORTH ON EISENHOWER BOULEVARD
 AG7584'TO THE JUNCTION OF DANA SHORES DRIVE, GO 1.05 MILES WEST AND NORTH
 AG7584'TO THE GINGER COVE APARTMENT COMPLEX AND THE MARK VICINITY.  THE
 AG7584'MARK IS AT THE SOUTH END OF THE APARTMENT COMPLEX, 0.9 FOOT EAST
 AG7584'OF THE NORTHEAST FENCE CORNER OF THE BOAT STORAGE AREA, 38.6 FET
 AG7584'SOUTH OF THE CENTERLINE OF THE ROADWAY AROUND THE APARTMENT COMPLEX,
 AG7584'AND 93 FEET SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF APARTMENT
 AG7584'BUILDING 5427.
 AG7584'THE MARK IS 1 FT BELOW GROUND.
 AG7584
 AG7584                          STATION RECOVERY (2001)
 AG7584
 AG7584'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7584'BEGIN AT INTERSECTION OF EISENHOWER BOULEVARD(STATE ROAD 589) AND
 AG7584'MEMORIAL HIGHWAY, GOB .85 MILES WEST ON MEMORIAL BOULEVARD TO
 AG7584'SWEETWATER COVE APARTMENTS AND THE MARK VICINITY. THE BALANCE OF 1982
 AG7584'DESCRIPTION IS CORRECT.
 AG7584
 AG7584                          STATION RECOVERY (2002)
 AG7584
 AG7584'RECOVERY NOTE BY US POWER SQUADRON 2002 (RAH)
 AG7584'RECOVERED IN GOOD CONDITION.
 AG7584
 AG7584                          STATION RECOVERY (2006)
 AG7584
 AG7584'RECOVERY NOTE BY US POWER SQUADRON 2006 (RAH)
 AG7584'RECOVERED IN GOOD CONDITION.
 AG7584
 AG7584                          STATION RECOVERY (2008)
 AG7584
 AG7584'RECOVERY NOTE BY FL DEPT OF ENV PRO 2008 (BPJ)
 AG7584'RECOVERED IN GOOD CONDITION.
 AG7584'
 AG7584'NOTE A NEW WOODEN FENCE CORNER WAS CONSTRUCTED DIRECTLY OVER THE MARK
 AG7584'AND MAY BE DIFFICULT TO LEVEL TO.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1535 ***********************************************************************
 DM1535  DESIGNATION -  872 6727 G
 DM1535  PID         -  DM1535
 DM1535  STATE/COUNTY-  FL/HILLSBOROUGH
 DM1535  COUNTRY     -  US
 DM1535  USGS QUAD   -  GANDY BRIDGE (2018)
 DM1535
 DM1535                         *CURRENT SURVEY CONTROL
 DM1535  ______________________________________________________________________
 DM1535* NAD 83(1986) POSITION- 27 58 42.0    (N) 082 33 39.3    (W)   HD_HELD2
 DM1535* NAVD 88 ORTHO HEIGHT -     1.068 (meters)        3.50  (feet) ADJUSTED
 DM1535  ______________________________________________________________________
 DM1535  GEOID HEIGHT    -        -24.945 (meters)                     GEOID18
 DM1535  DYNAMIC HEIGHT  -          1.066 (meters)        3.50  (feet) COMP
 DM1535  MODELED GRAVITY -    979,189.6   (mgal)                       NAVD 88
 DM1535
 DM1535  VERT ORDER      -  SECOND    CLASS I
 DM1535
 DM1535.The horizontal coordinates were established by autonomous hand held GPS
 DM1535.observations and have an estimated accuracy of +/- 10 meters.
 DM1535
 DM1535.The orthometric height was determined by differential leveling and
 DM1535.adjusted by the NATIONAL GEODETIC SURVEY
 DM1535.in September 2010.
 DM1535
 DM1535.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1535.GEOID18 height accuracy estimate available here.
 DM1535
 DM1535.Click photographs - Photos may exist for this station.
 DM1535
 DM1535.The dynamic height is computed by dividing the NAVD 88
 DM1535.geopotential number by the normal gravity value computed on the
 DM1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1535.degrees latitude (g = 980.6199 gals.).
 DM1535
 DM1535.The modeled gravity was interpolated from observed gravity values.
 DM1535
 DM1535;                    North         East    Units  Estimated Accuracy
 DM1535;SPC FL W     -   403,935.      144,819.      MT  (+/- 10 meters HH2 GPS)
 DM1535
 DM1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4648595783(NAD 83)
 DM1535
 DM1535                          SUPERSEDED SURVEY CONTROL
 DM1535
 DM1535.No superseded survey control is available for this station.
 DM1535
 DM1535_MARKER: DD = SURVEY DISK
 DM1535_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DM1535_SP_SET: SEAWALL
 DM1535_STAMPING: 6727 G 2008
 DM1535_MARK LOGO: FLDEP
 DM1535_MAGNETIC: N = NO MAGNETIC MATERIAL
 DM1535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1535+STABILITY: SURFACE MOTION
 DM1535_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DM1535+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2008
 DM1535
 DM1535  HISTORY     - Date     Condition        Report By
 DM1535  HISTORY     - 20081017 MONUMENTED       FLDEP
 DM1535
 DM1535                          STATION DESCRIPTION
 DM1535
 DM1535'DESCRIBED BY FL DEPT OF ENV PRO 2008
 DM1535'THE MARK IS ABOUT 6.6 MI (10.6 KM) WEST-NORTHWEST OF TAMPA, IN SECTION
 DM1535'13, TOWNSHIP 29 SOUTH, RANGE 17 EAST.
 DM1535'
 DM1535'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 580 (WEST
 DM1535'HILLSBOROUGH AVENUE) AND MEMORIAL HIGHWAY (COUNTRY ROAD 576) IN TAMPA,
 DM1535'GO SOUTHEAST ON MEMORIAL HIGHWAY (COUNTRY ROAD 576) FOR 1.8 MI (2.9
 DM1535'KM) TO THE JUNCTION OF DANA SHORES DRIVE ON THE RIGHT.  TURN RIGHT ON
 DM1535'DANA SHORES DRIVE AND GO SOUTH FOR 0.25 MI (0.4 KM) TO AN ENTRANCE
 DM1535'ROAD TO GINGER COVE APARTMENTS ON THE RIGHT.  TURN RIGHT ON THE
 DM1535'ENTRANCE ROAD AND GO WEST FOR 0.1 MI (0.2 KM) THROUGH A SERIES OF
 DM1535'PARKING LOTS AND THE SWEETWATER CREEK SEAWALL TO THE MARK, SET FLUSH
 DM1535'IN THE TOP OF A CONCRETE SEAWALL LEVEL WITH THE PARKING LOT.
 DM1535'
 DM1535'LOCATED 147.6 FT (45.0 M) NORTHWEST OF A NOS TIDAL DISK 6727 A 1976,
 DM1535'117.2 FT (35.7 M) SOUTHWEST OF A CONCRETE LIGHT POLE, 45.1 FT (13.7 M)
 DM1535'NORTHWEST OF THE NORTHWEST CORNER OF THE SWEETWATER COVE LEASING
 DM1535'CENTER AND CLUB HOUSE AND 12.0 FT (3.7 M) SOUTH OF THE NORTH END OF
 DM1535'THE CONCRETE SEAWALL.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 DM1536 ***********************************************************************
 DM1536  DESIGNATION -  872 6727 H
 DM1536  PID         -  DM1536
 DM1536  STATE/COUNTY-  FL/HILLSBOROUGH
 DM1536  COUNTRY     -  US
 DM1536  USGS QUAD   -  GANDY BRIDGE (2018)
 DM1536
 DM1536                         *CURRENT SURVEY CONTROL
 DM1536  ______________________________________________________________________
 DM1536* NAD 83(1986) POSITION- 27 58 41.83   (N) 082 33 31.43   (W)   HD_HELD1
 DM1536* NAVD 88 ORTHO HEIGHT -     1.417 (meters)        4.65  (feet) ADJUSTED
 DM1536  ______________________________________________________________________
 DM1536  GEOID HEIGHT    -        -24.947 (meters)                     GEOID18
 DM1536  DYNAMIC HEIGHT  -          1.415 (meters)        4.64  (feet) COMP
 DM1536  MODELED GRAVITY -    979,189.6   (mgal)                       NAVD 88
 DM1536
 DM1536  VERT ORDER      -  SECOND    CLASS I
 DM1536
 DM1536.The horizontal coordinates were determined by differentially corrected
 DM1536.hand held GPS observations or other comparable positioning techniques
 DM1536.and have an estimated accuracy of +/- 3 meters.
 DM1536
 DM1536.The orthometric height was determined by differential leveling and
 DM1536.adjusted by the NATIONAL GEODETIC SURVEY
 DM1536.in March 2026.
 DM1536
 DM1536.Significant digits in the geoid height do not necessarily reflect accuracy.
 DM1536.GEOID18 height accuracy estimate available here.
 DM1536
 DM1536.Click photographs - Photos may exist for this station.
 DM1536
 DM1536.The dynamic height is computed by dividing the NAVD 88
 DM1536.geopotential number by the normal gravity value computed on the
 DM1536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DM1536.degrees latitude (g = 980.6199 gals.).
 DM1536
 DM1536.The modeled gravity was interpolated from observed gravity values.
 DM1536
 DM1536;                    North         East    Units  Estimated Accuracy
 DM1536;SPC FL W     -   403,928.5     145,033.9     MT  (+/- 3 meters HH1 GPS) 
 DM1536
 DM1536_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL4670095775(NAD 83)
 DM1536
 DM1536                          SUPERSEDED SURVEY CONTROL
 DM1536
 DM1536  NAVD 88 (09/22/10)    1.417  (m)            4.65   (f) SUPERSEDED  2 1
 DM1536
 DM1536.Superseded values are not recommended for survey control.
 DM1536
 DM1536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DM1536.See file dsdata.pdf to determine how the superseded data were derived.
 DM1536
 DM1536_MARKER: F = FLANGE-ENCASED ROD
 DM1536_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DM1536+WITH SETTING: INFORMATION.
 DM1536_STAMPING: 6727 H 2008
 DM1536_MARK LOGO: NGS
 DM1536_PROJECTION: FLUSH
 DM1536_MAGNETIC: M = MARKER EQUIPPED WITH BAR MAGNET
 DM1536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DM1536+STABILITY: SURFACE MOTION
 DM1536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DM1536+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2025
 DM1536
 DM1536  HISTORY     - Date     Condition        Report By
 DM1536  HISTORY     - 20081017 MONUMENTED       FLDEP
 DM1536  HISTORY     - 20081018 GOOD             FLDEP
 DM1536  HISTORY     - 20250212 GOOD             DJHENK
 DM1536
 DM1536                          STATION DESCRIPTION
 DM1536
 DM1536'DESCRIBED BY FL DEPT OF ENV PRO 2008 (BPJ)
 DM1536'THE MARK IS ABOUT 6.5 MI (10.5 KM) WEST-NORTHWEST OF TAMPA, IN SECTION
 DM1536'12, TOWNSHIP 29 SOUTH, RANGE 17 EAST.
 DM1536'
 DM1536'TO REACH THE MARK FROM THE INTERSECTION OF STATE ROAD 580 (WEST
 DM1536'HILLSBOROUGH AVENUE) AND MEMORIAL HIGHWAY (COUNTRY ROAD 576)IN TAMPA,
 DM1536'GO SOUTHEAST ON MEMORIAL HIGHWAY (COUNTRY ROAD 576) FOR 1.8 MI (2.9
 DM1536'KM) TO THE JUNCTION OF DANA SHORES DRIVE ON THE RIGHT.  TURN RIGHT ON
 DM1536'DANA SHORES DRIVE AND GO SOUTH FOR 0.3 MI (0.5 KM) TO THE MARK ON THE
 DM1536'LEFT, A COPPER-CLAD STEEL ROD DRIVEN INTO THE GROUND (UNKNOWN DEPTH)
 DM1536'WITH AN NATIONAL GEODETIC SURVEY LOGO CAP FLUSH WITH THE GROUND AND
 DM1536'LEVEL WITH DANA SHORES DRIVE, THE DATUM POINT IS RECESSED 0.3 FT (0.1
 DM1536'M) BELOW THE LEVEL OF THE NATIONAL GEODETIC SURVEY LOGO CAP.
 DM1536'
 DM1536'LOCATED 105.5 FT (32.2 M) SOUTHEAST OF A NOS TIDAL DISK 6727 C 1976,
 DM1536'73.8 FT (22.5 M) NORTH OF THE APPROXIMATE CENTERLINE OF A DRIVEWAY TO
 DM1536'ROCK POINT GOLF COURSE, 55.0 FT (16.8 M) EAST OF A POWER POLE NUMBER
 DM1536'078628, 26.8 FT (8.2 M) EAST OF THE APPROXIMATE CENTERLINE OF DANA
 DM1536'SHORES DRIVE AND 1.0 FT (0.3 M) NORTH OF A WOODEN POWER POLE NUMBER
 DM1536'5201.
 DM1536'
 DM1536'NOTE A MAGNET WAS PLACED INSIDE OF THE NATIONAL GEODETIC SURVEY LOGO
 DM1536'CAP.
 DM1536'
 DM1536'NOTE ACCESS TO THE DATUM POINT IS HAD THROUGH A 5-INCH (13 CM)
 DM1536'NATIONAL GEODETIC SURVEY LOGO CAP.
 DM1536'
 DM1536'NOTE--ROD DEPTH IS UNKNOWN.
 DM1536
 DM1536                          STATION RECOVERY (2025)
 DM1536
 DM1536'RECOVERY NOTE BY DJ HENKEL AND ASSOCIATES LLC 2025 (JMC)
 DM1536'RECOVERED AS DESCRIBED.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG0994 ***********************************************************************
 AG0994  TIDAL BM    -  This is a Tidal Bench Mark.
 AG0994  DESIGNATION -  872 6738 TIDAL 1
 AG0994  PID         -  AG0994
 AG0994  STATE/COUNTY-  FL/PINELLAS
 AG0994  COUNTRY     -  US
 AG0994  USGS QUAD   -  SAFETY HARBOR (2018)
 AG0994
 AG0994                         *CURRENT SURVEY CONTROL
 AG0994  ______________________________________________________________________
 AG0994* NAD 83(1986) POSITION- 27 59 25.     (N) 082 41 17.     (W)   SCALED
 AG0994* NAVD 88 ORTHO HEIGHT -     4.256 (meters)       13.96  (feet) ADJUSTED
 AG0994  ______________________________________________________________________
 AG0994  GEOID HEIGHT    -        -24.842 (meters)                     GEOID18
 AG0994  DYNAMIC HEIGHT  -          4.250 (meters)       13.94  (feet) COMP
 AG0994  MODELED GRAVITY -    979,188.8   (mgal)                       NAVD 88
 AG0994
 AG0994  VERT ORDER      -  SECOND    CLASS I
 AG0994
 AG0994.The horizontal coordinates were scaled from a map and have
 AG0994.an estimated accuracy of +/- 6 seconds.
 AG0994
 AG0994.The orthometric height was determined by differential leveling and
 AG0994.adjusted by the NATIONAL GEODETIC SURVEY
 AG0994.in June 1991.
 AG0994
 AG0994.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG0994.GEOID18 height accuracy estimate available here.
 AG0994
 AG0994.This Tidal Bench Mark is designated as VM 7550
 AG0994.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG0994
 AG0994.Click photographs - Photos may exist for this station.
 AG0994
 AG0994.The dynamic height is computed by dividing the NAVD 88
 AG0994.geopotential number by the normal gravity value computed on the
 AG0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG0994.degrees latitude (g = 980.6199 gals.).
 AG0994
 AG0994.The modeled gravity was interpolated from observed gravity values.
 AG0994
 AG0994;                    North         East    Units  Estimated Accuracy
 AG0994;SPC FL W     -   405,320.      132,320.      MT  (+/- 180 meters Scaled)
 AG0994
 AG0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL339972(NAD 83)
 AG0994
 AG0994                          SUPERSEDED SURVEY CONTROL
 AG0994
 AG0994  NGVD 29 (??/??/92)    4.516  (m)           14.82   (f) ADJ UNCH    2 1
 AG0994
 AG0994.Superseded values are not recommended for survey control.
 AG0994
 AG0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG0994.See file dsdata.pdf to determine how the superseded data were derived.
 AG0994
 AG0994_MARKER: DB = BENCH MARK DISK
 AG0994_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG0994_SP_SET: SIDEWALK
 AG0994_STAMPING: NO 1 1950
 AG0994_MARK LOGO: CGS
 AG0994_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG0994
 AG0994  HISTORY     - Date     Condition        Report By
 AG0994  HISTORY     - 1950     MONUMENTED       CGS
 AG0994  HISTORY     - 1976     GOOD             NGS
 AG0994  HISTORY     - 1982     GOOD             FLDNR
 AG0994  HISTORY     - 19971207 MARK NOT FOUND   USPSQD
 AG0994  HISTORY     - 20000118 MARK NOT FOUND   USPSQD
 AG0994
 AG0994                          STATION DESCRIPTION
 AG0994
 AG0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG0994'IN SAFETY HARBOR.
 AG0994'AT THE JUNCTION OF S.R. 588 (MAIN STREET), S.R. 590 (1ST AVENUE) AND
 AG0994'NORTH BAYSHORE BOULEVARD (C.R. 30).  STATION IS 13.0 FEET NORTH OF THE
 AG0994'EXTENDED CENTERLINE OF MAIN STREET, 44.5 FEET SOUTHEAST OF THE
 AG0994'CENTERLINE OF NORTH BAYSHORE BOULEVARD, 5.5 FEET SOUTHEAST OF THE
 AG0994'NORTHWEST CONCRETE BLOCK PILLAR TO THE ENTRANCE OF SAFETY HARBOR SPA.
 AG0994'SET IN TOP OF CONCRETE SIDEWALK.
 AG0994
 AG0994                          STATION RECOVERY (1982)
 AG0994
 AG0994'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG0994'RECOVERED IN GOOD CONDITION.
 AG0994
 AG0994                          STATION RECOVERY (1997)
 AG0994
 AG0994'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG0994'MARK NOT FOUND.
 AG0994
 AG0994                          STATION RECOVERY (2000)
 AG0994
 AG0994'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG0994'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG6391 ***********************************************************************
 AG6391  TIDAL BM    -  This is a Tidal Bench Mark.
 AG6391  DESIGNATION -  872 6738 TIDAL 1 1975
 AG6391  PID         -  AG6391
 AG6391  STATE/COUNTY-  FL/PINELLAS
 AG6391  COUNTRY     -  US
 AG6391  USGS QUAD   -  SAFETY HARBOR (2018)
 AG6391
 AG6391                         *CURRENT SURVEY CONTROL
 AG6391  ______________________________________________________________________
 AG6391* NAD 83(1986) POSITION- 27 59 21.     (N) 082 41 12.     (W)   SCALED
 AG6391* NAVD 88 ORTHO HEIGHT -     1.357 (meters)        4.45  (feet) ADJUSTED
 AG6391  ______________________________________________________________________
 AG6391  GEOID HEIGHT    -        -24.842 (meters)                     GEOID18
 AG6391  DYNAMIC HEIGHT  -          1.355 (meters)        4.45  (feet) COMP
 AG6391  MODELED GRAVITY -    979,188.8   (mgal)                       NAVD 88
 AG6391
 AG6391  VERT ORDER      -  SECOND    CLASS I
 AG6391
 AG6391.The horizontal coordinates were scaled from a map and have
 AG6391.an estimated accuracy of +/- 6 seconds.
 AG6391
 AG6391.The orthometric height was determined by differential leveling and
 AG6391.adjusted by the NATIONAL GEODETIC SURVEY
 AG6391.in June 1991.
 AG6391
 AG6391.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG6391.GEOID18 height accuracy estimate available here.
 AG6391
 AG6391.This Tidal Bench Mark is designated as VM 7551
 AG6391.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG6391
 AG6391.Click photographs - Photos may exist for this station.
 AG6391
 AG6391.The dynamic height is computed by dividing the NAVD 88
 AG6391.geopotential number by the normal gravity value computed on the
 AG6391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG6391.degrees latitude (g = 980.6199 gals.).
 AG6391
 AG6391.The modeled gravity was interpolated from observed gravity values.
 AG6391
 AG6391;                    North         East    Units  Estimated Accuracy
 AG6391;SPC FL W     -   405,200.      132,450.      MT  (+/- 180 meters Scaled)
 AG6391
 AG6391_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL341971(NAD 83)
 AG6391
 AG6391                          SUPERSEDED SURVEY CONTROL
 AG6391
 AG6391  NGVD 29 (??/??/92)    1.618  (m)            5.31   (f) ADJ UNCH    2 1
 AG6391
 AG6391.Superseded values are not recommended for survey control.
 AG6391
 AG6391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG6391.See file dsdata.pdf to determine how the superseded data were derived.
 AG6391
 AG6391_MARKER: DB = BENCH MARK DISK
 AG6391_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AG6391+WITH SETTING: PAVEMENT
 AG6391_STAMPING: NO. 1 1975
 AG6391_MARK LOGO: NOS
 AG6391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG6391+STABILITY: SURFACE MOTION
 AG6391
 AG6391  HISTORY     - Date     Condition        Report By
 AG6391  HISTORY     - 1975     MONUMENTED       NGS
 AG6391  HISTORY     - 1976     GOOD             NGS
 AG6391  HISTORY     - 1982     GOOD             FLDNR
 AG6391  HISTORY     - 19971208 GOOD             USPSQD
 AG6391  HISTORY     - 20000118 MARK NOT FOUND   USPSQD
 AG6391
 AG6391                          STATION DESCRIPTION
 AG6391
 AG6391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 AG6391'IN SAFETY HARBOR.
 AG6391'FROM THE INTERSECTION OF BAYSHORE DRIVE SOUTH AND SOUTH BOULEVARD IN
 AG6391'SAFETY HARBOR, GO 0.1 MILE SOUTHEAST.  THE MARK IS SET IN THE
 AG6391'NORTHEAST CORNER OF BASE FOR TEXACO SIGN, 36.4 FEET SOUTHWEST OF
 AG6391'CENTERLINE OF SOUTH BOULEVARD, 14.2 FEET NORTHEAST OF BULKHEAD 43 FEET
 AG6391'NORTHWEST OF NORTHWEST CORNER OF RICHARDS MARINA.
 AG6391
 AG6391                          STATION RECOVERY (1982)
 AG6391
 AG6391'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG6391'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 AG6391'IN SAFETY HARBOR, 0.1 MILE SOUTHEAST OF THE INTERSECTION OF BAYSHORE
 AG6391'DRIVE SOUTH AND SOUTH BLVD., SET IN THE NORTHEST CORNER OF THE
 AG6391'CONCRETE BASE FOR A TEXACO SIGN, 36.4 FEET SOUTHWEST OF THE CENTER
 AG6391'LINE OF SOUTH BLVD., 14.2 FEET NORTHEAST OF A BULKHEAD, AND 43 FEET
 AG6391'NORTHWEST OF THE NORTHWEST CORNER OF RICHARDS MARINA.
 AG6391
 AG6391                          STATION RECOVERY (1997)
 AG6391
 AG6391'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG6391'RECOVERED IN GOOD CONDITION.
 AG6391
 AG6391                          STATION RECOVERY (2000)
 AG6391
 AG6391'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG6391'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG1001 ***********************************************************************
 AG1001  DESIGNATION -  872 6738 TIDAL 4
 AG1001  PID         -  AG1001
 AG1001  STATE/COUNTY-  FL/PINELLAS
 AG1001  COUNTRY     -  US
 AG1001  USGS QUAD   -  SAFETY HARBOR (2018)
 AG1001
 AG1001                         *CURRENT SURVEY CONTROL
 AG1001  ______________________________________________________________________
 AG1001* NAD 83(1986) POSITION- 27 59 25.     (N) 082 41 17.     (W)   SCALED
 AG1001* NAVD 88 ORTHO HEIGHT -     5.716 (meters)       18.75  (feet) ADJUSTED
 AG1001  ______________________________________________________________________
 AG1001  GEOID HEIGHT    -        -24.842 (meters)                     GEOID18
 AG1001  DYNAMIC HEIGHT  -          5.707 (meters)       18.72  (feet) COMP
 AG1001  MODELED GRAVITY -    979,188.8   (mgal)                       NAVD 88
 AG1001
 AG1001  VERT ORDER      -  SECOND    CLASS I
 AG1001
 AG1001.The horizontal coordinates were scaled from a map and have
 AG1001.an estimated accuracy of +/- 6 seconds.
 AG1001
 AG1001.The orthometric height was determined by differential leveling and
 AG1001.adjusted by the NATIONAL GEODETIC SURVEY
 AG1001.in June 1991.
 AG1001
 AG1001.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG1001.GEOID18 height accuracy estimate available here.
 AG1001
 AG1001.Click photographs - Photos may exist for this station.
 AG1001
 AG1001.The dynamic height is computed by dividing the NAVD 88
 AG1001.geopotential number by the normal gravity value computed on the
 AG1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG1001.degrees latitude (g = 980.6199 gals.).
 AG1001
 AG1001.The modeled gravity was interpolated from observed gravity values.
 AG1001
 AG1001;                    North         East    Units  Estimated Accuracy
 AG1001;SPC FL W     -   405,320.      132,320.      MT  (+/- 180 meters Scaled)
 AG1001
 AG1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL339972(NAD 83)
 AG1001
 AG1001                          SUPERSEDED SURVEY CONTROL
 AG1001
 AG1001  NGVD 29 (??/??/92)    5.976  (m)           19.61   (f) ADJ UNCH    2 1
 AG1001
 AG1001.Superseded values are not recommended for survey control.
 AG1001
 AG1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG1001.See file dsdata.pdf to determine how the superseded data were derived.
 AG1001
 AG1001_MARKER: DB = BENCH MARK DISK
 AG1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AG1001_STAMPING: NO 4 1959
 AG1001_MARK LOGO: CGS
 AG1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AG1001+STABILITY: SURFACE MOTION
 AG1001
 AG1001  HISTORY     - Date     Condition        Report By
 AG1001  HISTORY     - 1959     MONUMENTED       CGS
 AG1001  HISTORY     - 1982     GOOD             FLDNR
 AG1001  HISTORY     - 19971207 MARK NOT FOUND   USPSQD
 AG1001  HISTORY     - 20000118 MARK NOT FOUND   USPSQD
 AG1001
 AG1001                          STATION DESCRIPTION
 AG1001
 AG1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 AG1001'AT SAFETY HARBOR.
 AG1001'TO REACH STATION FROM THE JUNCTION OF S.R. 588 (MAIN STREET),
 AG1001'S.R. 590 AND NORTH BAYSHORE BLVD. (C.R. 30), RUN WESTERLY ON
 AG1001'MAIN STREET FOR 220 FT. TO 2ND AVE.  STATION ON LEFT, 31.4 FT.
 AG1001'SOUTH OF THE CENTERLINE OF MAIN STREET, 14.7 FT. WEST OF THE
 AG1001'CENTERLINE OF 2ND AVE., 6.0 FT. EAST OF THE NE CORNER OF A ONE
 AG1001'STORY CONCRETE BLOCK BUILDING (CHAMBER OF COMMERCE), NO. 200
 AG1001'MAIN STREET.  SET IN TOP OF A CONCRETE POST THAT IS 1.5 FT.
 AG1001'ABOVE THE SIDEWALK.  SECTION 3, T29S, R16E.
 AG1001
 AG1001                          STATION RECOVERY (1982)
 AG1001
 AG1001'RECOVERY NOTE BY FL DEPT OF NAT RES 1982
 AG1001'RECOVERED IN GOOD CONDITION.
 AG1001
 AG1001                          STATION RECOVERY (1997)
 AG1001
 AG1001'RECOVERY NOTE BY US POWER SQUADRON 1997
 AG1001'MARK NOT FOUND.
 AG1001
 AG1001                          STATION RECOVERY (2000)
 AG1001
 AG1001'RECOVERY NOTE BY US POWER SQUADRON 2000
 AG1001'MARK NOT FOUND.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7593 ***********************************************************************
 AG7593  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7593  DESIGNATION -  872 6748 C TIDAL
 AG7593  PID         -  AG7593
 AG7593  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7593  COUNTRY     -  US
 AG7593  USGS QUAD   -  GANDY BRIDGE (2018)
 AG7593
 AG7593                         *CURRENT SURVEY CONTROL
 AG7593  ______________________________________________________________________
 AG7593* NAD 83(1986) POSITION- 27 59 49.     (N) 082 35 12.     (W)   SCALED
 AG7593* NAVD 88 ORTHO HEIGHT -     1.870 (meters)        6.14  (feet) ADJUSTED
 AG7593  ______________________________________________________________________
 AG7593  GEOID HEIGHT    -        -24.955 (meters)                     GEOID18
 AG7593  DYNAMIC HEIGHT  -          1.867 (meters)        6.13  (feet) COMP
 AG7593  MODELED GRAVITY -    979,190.6   (mgal)                       NAVD 88
 AG7593
 AG7593  VERT ORDER      -  SECOND    CLASS I
 AG7593
 AG7593.The horizontal coordinates were scaled from a map and have
 AG7593.an estimated accuracy of +/- 6 seconds.
 AG7593
 AG7593.The orthometric height was determined by differential leveling and
 AG7593.adjusted by the NATIONAL GEODETIC SURVEY
 AG7593.in June 1991.
 AG7593
 AG7593.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7593.GEOID18 height accuracy estimate available here.
 AG7593
 AG7593.This Tidal Bench Mark is designated as VM 16452
 AG7593.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7593
 AG7593.Click photographs - Photos may exist for this station.
 AG7593
 AG7593.The dynamic height is computed by dividing the NAVD 88
 AG7593.geopotential number by the normal gravity value computed on the
 AG7593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7593.degrees latitude (g = 980.6199 gals.).
 AG7593
 AG7593.The modeled gravity was interpolated from observed gravity values.
 AG7593
 AG7593;                    North         East    Units  Estimated Accuracy
 AG7593;SPC FL W     -   406,010.      142,300.      MT  (+/- 180 meters Scaled)
 AG7593
 AG7593_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL439978(NAD 83)
 AG7593
 AG7593                          SUPERSEDED SURVEY CONTROL
 AG7593
 AG7593  NGVD 29 (??/??/92)    2.138  (m)            7.01   (f) ADJ UNCH    2 1
 AG7593
 AG7593.Superseded values are not recommended for survey control.
 AG7593
 AG7593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7593.See file dsdata.pdf to determine how the superseded data were derived.
 AG7593
 AG7593_MARKER: DD = SURVEY DISK
 AG7593_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 AG7593_STAMPING: 6748 C 1976
 AG7593_MARK LOGO: NOS
 AG7593_MAGNETIC: I = MARKER IS A STEEL ROD
 AG7593_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7593
 AG7593  HISTORY     - Date     Condition        Report By
 AG7593  HISTORY     - 1976     MONUMENTED       NOS
 AG7593  HISTORY     - 1982     GOOD             FLDNR
 AG7593  HISTORY     - 1989     GOOD             USPSQD
 AG7593  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 AG7593
 AG7593                          STATION DESCRIPTION
 AG7593
 AG7593'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7593'IN TAMPA.
 AG7593'THE MARK IS IN THE VICINITY OF THE STATE HIGHWAY 580 BRIDGE OVER
 AG7593'ROCKY CREEK.
 AG7593'THE MARK BEARS 1.5 FEET WEST OF TELEPHONE POLE 21040-43205,
 AG7593'44.5 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 138 FEET
 AG7593'NORTHWEST OF THE NORTHWEST CORNER OF THE BAY LAKE INN, AND 58 FEET
 AG7593'WEST OF THE CENTER OF THE DRIVE TO THE BAY LAKE INN.  THE MARK IS SET
 AG7593'ATOP A COPPER-CLAD STEEL ROD DRIVEN TO REFUSAL.
 AG7593'THE MARK IS 3 FT BELOW HIGHWAY.
 AG7593
 AG7593                          STATION RECOVERY (1989)
 AG7593
 AG7593'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7593'RECOVERED IN GOOD CONDITION.
 AG7593
 AG7593                          STATION RECOVERY (2001)
 AG7593
 AG7593'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7593'TELEPHONE POLE NO. 21040-43205 NOT FOUND. IT WAS POSSIBLY REPLACED
 AG7593'WHEN STATE ROAD 580 WAS WIDENED IN 1992. BAY LAKE INN STRUCTURE IS NO
 AG7593'LONGER THERE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7591 ***********************************************************************
 AG7591  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7591  DESIGNATION -  872 6748 CA TIDAL
 AG7591  PID         -  AG7591
 AG7591  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7591  COUNTRY     -  US
 AG7591  USGS QUAD   -  GANDY BRIDGE (2018)
 AG7591
 AG7591                         *CURRENT SURVEY CONTROL
 AG7591  ______________________________________________________________________
 AG7591* NAD 83(1986) POSITION- 27 59 49.     (N) 082 35 12.     (W)   SCALED
 AG7591* NAVD 88 ORTHO HEIGHT -     2.754 (meters)        9.04  (feet) ADJUSTED
 AG7591  ______________________________________________________________________
 AG7591  GEOID HEIGHT    -        -24.955 (meters)                     GEOID18
 AG7591  DYNAMIC HEIGHT  -          2.749 (meters)        9.02  (feet) COMP
 AG7591  MODELED GRAVITY -    979,190.6   (mgal)                       NAVD 88
 AG7591
 AG7591  VERT ORDER      -  SECOND    CLASS I
 AG7591
 AG7591.The horizontal coordinates were scaled from a map and have
 AG7591.an estimated accuracy of +/- 6 seconds.
 AG7591
 AG7591.The orthometric height was determined by differential leveling and
 AG7591.adjusted by the NATIONAL GEODETIC SURVEY
 AG7591.in June 1991.
 AG7591
 AG7591.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7591.GEOID18 height accuracy estimate available here.
 AG7591
 AG7591.This Tidal Bench Mark is designated as VM 16450
 AG7591.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7591
 AG7591.Click photographs - Photos may exist for this station.
 AG7591
 AG7591.The dynamic height is computed by dividing the NAVD 88
 AG7591.geopotential number by the normal gravity value computed on the
 AG7591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7591.degrees latitude (g = 980.6199 gals.).
 AG7591
 AG7591.The modeled gravity was interpolated from observed gravity values.
 AG7591
 AG7591;                    North         East    Units  Estimated Accuracy
 AG7591;SPC FL W     -   406,010.      142,300.      MT  (+/- 180 meters Scaled)
 AG7591
 AG7591_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL439978(NAD 83)
 AG7591
 AG7591                          SUPERSEDED SURVEY CONTROL
 AG7591
 AG7591  NGVD 29 (??/??/92)    3.022  (m)            9.91   (f) ADJ UNCH    2 1
 AG7591
 AG7591.Superseded values are not recommended for survey control.
 AG7591
 AG7591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7591.See file dsdata.pdf to determine how the superseded data were derived.
 AG7591
 AG7591_MARKER: DD = SURVEY DISK
 AG7591_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7591_SP_SET: BRIDGE CURBING
 AG7591_STAMPING: 6748 CA 1976
 AG7591_MARK LOGO: NOS
 AG7591_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AG7591+SATELLITE: SATELLITE OBSERVATIONS - August 24, 2003
 AG7591
 AG7591  HISTORY     - Date     Condition        Report By
 AG7591  HISTORY     - 1976     MONUMENTED       NOS
 AG7591  HISTORY     - 1982     GOOD             FLDNR
 AG7591  HISTORY     - 1989     GOOD             USPSQD
 AG7591  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 AG7591  HISTORY     - 20030824 GOOD             USPSQD
 AG7591
 AG7591                          STATION DESCRIPTION
 AG7591
 AG7591'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7591'IN TAMPA.
 AG7591'THE MARK IS IN THE VICINITY OF THE STATE HIGHWAY 580 BRIDGE OVER
 AG7591'ROCKY CREEK.
 AG7591'THE MARK IS SET IN THE SOUTHWEST CORNER OF THE BRIDGE, 19 FEET
 AG7591'SOUTH OF THE CENTERLINE OF THE HIGHWAY, 83 FEET NORTHEAST OF THE
 AG7591'NORTHEAST CORNER OF THE BAY LAKE INN, AND 26.5 FEET EAST OF
 AG7591'TELEPHONE POLE 8904.
 AG7591'THE MARK IS 1 FT ABOVE HIGHWAY.
 AG7591
 AG7591                          STATION RECOVERY (1989)
 AG7591
 AG7591'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7591'RECOVERED IN GOOD CONDITION.
 AG7591
 AG7591                          STATION RECOVERY (2001)
 AG7591
 AG7591'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7591'A NEW BRIDGE NO. 100303 WAS CONSTRUCTED IN 1992 FOR WIDENING OF STATE
 AG7591'ROAD 580. A HILLSBOROUGH COUNTY BENCHMARK NO. VA-676B WAS LOCATED IN
 AG7591'SOUTHWEST CORNER OF BRIDGE.
 AG7591
 AG7591                          STATION RECOVERY (2003)
 AG7591
 AG7591'RECOVERY NOTE BY US POWER SQUADRON 2003 (ECB)
 AG7591'RECOVERED IN GOOD CONDITION.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7590 ***********************************************************************
 AG7590  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7590  DESIGNATION -  872 6748 E TIDAL
 AG7590  PID         -  AG7590
 AG7590  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7590  COUNTRY     -  US
 AG7590  USGS QUAD   -  GANDY BRIDGE (2018)
 AG7590
 AG7590                         *CURRENT SURVEY CONTROL
 AG7590  ______________________________________________________________________
 AG7590* NAD 83(1986) POSITION- 27 59 49.     (N) 082 35 12.     (W)   SCALED
 AG7590* NAVD 88 ORTHO HEIGHT -     2.476 (meters)        8.12  (feet) ADJUSTED
 AG7590  ______________________________________________________________________
 AG7590  GEOID HEIGHT    -        -24.955 (meters)                     GEOID18
 AG7590  DYNAMIC HEIGHT  -          2.472 (meters)        8.11  (feet) COMP
 AG7590  MODELED GRAVITY -    979,190.6   (mgal)                       NAVD 88
 AG7590
 AG7590  VERT ORDER      -  SECOND    CLASS I
 AG7590
 AG7590.The horizontal coordinates were scaled from a map and have
 AG7590.an estimated accuracy of +/- 6 seconds.
 AG7590
 AG7590.The orthometric height was determined by differential leveling and
 AG7590.adjusted by the NATIONAL GEODETIC SURVEY
 AG7590.in June 1991.
 AG7590
 AG7590.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7590.GEOID18 height accuracy estimate available here.
 AG7590
 AG7590.This Tidal Bench Mark is designated as VM 16453
 AG7590.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7590
 AG7590.Click photographs - Photos may exist for this station.
 AG7590
 AG7590.The dynamic height is computed by dividing the NAVD 88
 AG7590.geopotential number by the normal gravity value computed on the
 AG7590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7590.degrees latitude (g = 980.6199 gals.).
 AG7590
 AG7590.The modeled gravity was interpolated from observed gravity values.
 AG7590
 AG7590;                    North         East    Units  Estimated Accuracy
 AG7590;SPC FL W     -   406,010.      142,300.      MT  (+/- 180 meters Scaled)
 AG7590
 AG7590_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL439978(NAD 83)
 AG7590
 AG7590                          SUPERSEDED SURVEY CONTROL
 AG7590
 AG7590  NGVD 29 (??/??/92)    2.744  (m)            9.00   (f) ADJ UNCH    2 1
 AG7590
 AG7590.Superseded values are not recommended for survey control.
 AG7590
 AG7590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7590.See file dsdata.pdf to determine how the superseded data were derived.
 AG7590
 AG7590_MARKER: DD = SURVEY DISK
 AG7590_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 AG7590_SP_SET: BRIDGE CURBING
 AG7590_STAMPING: 6748 E 1976
 AG7590_MARK LOGO: NOS
 AG7590_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AG7590
 AG7590  HISTORY     - Date     Condition        Report By
 AG7590  HISTORY     - 1976     MONUMENTED       NOS
 AG7590  HISTORY     - 1982     GOOD             FLDNR
 AG7590  HISTORY     - 1989     GOOD             USPSQD
 AG7590  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 AG7590
 AG7590                          STATION DESCRIPTION
 AG7590
 AG7590'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7590'IN TAMPA.
 AG7590'THE MARK IS IN THE VICINITY OF THE STATE HIGHWAY 580 BRIDGE OVER
 AG7590'ROCKY CREEK.
 AG7590'THE MARK IS AT THE NORTHEAST CORNER OF THE BRIDGE, 15.8 FEET NORTH
 AG7590'OF THE CENTERLINE OF THE HIGHWAY, AND 0.5 FOOT WEST OF THE EAST
 AG7590'END OF THE BRIDGE.
 AG7590
 AG7590                          STATION RECOVERY (1989)
 AG7590
 AG7590'RECOVERY NOTE BY US POWER SQUADRON 1989 (AMM)
 AG7590'RECOVERED IN GOOD CONDITION.
 AG7590
 AG7590                          STATION RECOVERY (2001)
 AG7590
 AG7590'RECOVERY NOTE BY US POWER SQUADRON 2001 (RAH)
 AG7590'A NEW BRIDGE NO. 100303 WAS CONSTRUCTED IN 1992 FOR WIDENING OF STATE
 AG7590'ROAD 580. A HILLSBOROUGH COUNTY BENCHMARK NO. VA-679 WAS LOCATED IN
 AG7590'NORTHEAST CORNER OF BRIDGE.
1    National Geodetic Survey, Retrieval Date = MAY  9, 2026 04:34:41 EDT
 AG7592 ***********************************************************************
 AG7592  TIDAL BM    -  This is a Tidal Bench Mark.
 AG7592  DESIGNATION -  872 6748 EB TIDAL
 AG7592  PID         -  AG7592
 AG7592  STATE/COUNTY-  FL/HILLSBOROUGH
 AG7592  COUNTRY     -  US
 AG7592  USGS QUAD   -  GANDY BRIDGE (2018)
 AG7592
 AG7592                         *CURRENT SURVEY CONTROL
 AG7592  ______________________________________________________________________
 AG7592* NAD 83(1986) POSITION- 27 59 49.     (N) 082 35 12.     (W)   SCALED
 AG7592* NAVD 88 ORTHO HEIGHT -     2.356 (meters)        7.73  (feet) ADJUSTED
 AG7592  ______________________________________________________________________
 AG7592  GEOID HEIGHT    -        -24.955 (meters)                     GEOID18
 AG7592  DYNAMIC HEIGHT  -          2.353 (meters)        7.72  (feet) COMP
 AG7592  MODELED GRAVITY -    979,190.6   (mgal)                       NAVD 88
 AG7592
 AG7592  VERT ORDER      -  SECOND    CLASS I
 AG7592
 AG7592.The horizontal coordinates were scaled from a map and have
 AG7592.an estimated accuracy of +/- 6 seconds.
 AG7592
 AG7592.The orthometric height was determined by differential leveling and
 AG7592.adjusted by the NATIONAL GEODETIC SURVEY
 AG7592.in June 1991.
 AG7592
 AG7592.Significant digits in the geoid height do not necessarily reflect accuracy.
 AG7592.GEOID18 height accuracy estimate available here.
 AG7592
 AG7592.This Tidal Bench Mark is designated as VM 16451
 AG7592.by the CENTER FOR OPERATIONAL OCEANOGRAPHIC PRODUCTS AND SERVICES.
 AG7592
 AG7592.Click photographs - Photos may exist for this station.
 AG7592
 AG7592.The dynamic height is computed by dividing the NAVD 88
 AG7592.geopotential number by the normal gravity value computed on the
 AG7592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AG7592.degrees latitude (g = 980.6199 gals.).
 AG7592
 AG7592.The modeled gravity was interpolated from observed gravity values.
 AG7592
 AG7592;                    North         East    Units  Estimated Accuracy
 AG7592;SPC FL W     -   406,010.      142,300.      MT  (+/- 180 meters Scaled)
 AG7592
 AG7592_U.S. NATIONAL GRID SPATIAL ADDRESS: 17RLL439978(NAD 83)
 AG7592
 AG7592                          SUPERSEDED SURVEY CONTROL
 AG7592
 AG7592  NGVD 29 (??/??/92)    2.624  (m)            8.61   (f) ADJ UNCH    2 1
 AG7592
 AG7592.Superseded values are not recommended for survey control.
 AG7592
 AG7592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AG7592.See file dsdata.pdf to determine how the superseded data were derived.
 AG7592
 AG7592_MARKER: DD = SURVEY DISK
 AG7592_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AG7592_SP_SET: STORM DRAIN
 AG7592_STAMPING: 6748 EB 1976
 AG7592_MARK LOGO: NOS
 AG7592_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AG7592
 AG7592  HISTORY     - Date     Condition        Report By
 AG7592  HISTORY     - 1976     MONUMENTED       NOS
 AG7592  HISTORY     - 1982     GOOD             FLDNR
 AG7592  HISTORY     - 1989     GOOD             USPSQD
 AG7592  HISTORY     - 20010804 MARK NOT FOUND   USPSQD
 AG7592
 AG7592                          STATION DESCRIPTION
 AG7592
 AG7592'DESCRIBED BY FL DEPT OF NAT RES 1982
 AG7592'IN TAMPA.
 AG7592'THE MARK IS IN THE VICINITY OF THE STATE HIGHWAY 580 BRIDGE OV